














                                  SURVEY CONTROL DATA
                                
                             STATE=OK
                             [MAY 16, 2026 03:49:5]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0548 ***********************************************************************
 EL0548  DESIGNATION -  1
 EL0548  PID         -  EL0548
 EL0548  STATE/COUNTY-  OK/GRADY
 EL0548  COUNTRY     -  US
 EL0548  USGS QUAD   -  NINNEKAH (2018)
 EL0548
 EL0548                         *CURRENT SURVEY CONTROL
 EL0548  ______________________________________________________________________
 EL0548* NAD 83(1986) POSITION- 34 55 58.     (N) 097 55 38.     (W)   SCALED
 EL0548* NAVD 88 ORTHO HEIGHT -   341.309 (meters)     1119.78  (feet) ADJUSTED
 EL0548  ______________________________________________________________________
 EL0548  GEOID HEIGHT    -        -26.220 (meters)                     GEOID18
 EL0548  DYNAMIC HEIGHT  -        340.971 (meters)     1118.67  (feet) COMP
 EL0548  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 EL0548
 EL0548  VERT ORDER      -  FIRST     CLASS II
 EL0548
 EL0548.The horizontal coordinates were scaled from a map and have
 EL0548.an estimated accuracy of +/- 6 seconds.
 EL0548
 EL0548.The orthometric height was determined by differential leveling and
 EL0548.adjusted by the NATIONAL GEODETIC SURVEY
 EL0548.in June 1991.
 EL0548
 EL0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0548.GEOID18 height accuracy estimate available here.
 EL0548
 EL0548.Click photographs - Photos may exist for this station.
 EL0548
 EL0548.The dynamic height is computed by dividing the NAVD 88
 EL0548.geopotential number by the normal gravity value computed on the
 EL0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0548.degrees latitude (g = 980.6199 gals.).
 EL0548
 EL0548.The modeled gravity was interpolated from observed gravity values.
 EL0548
 EL0548;                    North         East    Units  Estimated Accuracy
 EL0548;SPC OK S     -   177,420.      606,650.      MT  (+/- 180 meters Scaled)
 EL0548
 EL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND979661(NAD 83)
 EL0548
 EL0548                          SUPERSEDED SURVEY CONTROL
 EL0548
 EL0548  NGVD 29 (??/??/92)  341.215  (m)         1119.47   (f) ADJ UNCH    1 2
 EL0548
 EL0548.Superseded values are not recommended for survey control.
 EL0548
 EL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0548.See file dsdata.pdf to determine how the superseded data were derived.
 EL0548
 EL0548_MARKER: DB = BENCH MARK DISK
 EL0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0548_SP_SET: BRIDGE ABUTMENT
 EL0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0548
 EL0548  HISTORY     - Date     Condition        Report By
 EL0548  HISTORY     - UNK      MONUMENTED       CGS
 EL0548  HISTORY     - 1953     GOOD             CGS
 EL0548  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0548
 EL0548                          STATION DESCRIPTION
 EL0548
 EL0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0548'1.3 MI S FROM NINNEKAH.
 EL0548'1.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0548'RAILROAD FROM THE STATION AT NINNEKAH, 7 FEET EAST OF THE EAST
 EL0548'RAIL, ON TOP OF THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE
 EL0548'444.7.
 EL0548
 EL0548                          STATION RECOVERY (1986)
 EL0548
 EL0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0548'THE ORIGINAL DESCRIPTION HAS THE DESIGNATION OF THIS MARK AS BM 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0232 ***********************************************************************
 EM0232  DESIGNATION -  1
 EM0232  PID         -  EM0232
 EM0232  STATE/COUNTY-  OK/JACKSON
 EM0232  COUNTRY     -  US
 EM0232  USGS QUAD   -  ALTUS (2018)
 EM0232
 EM0232                         *CURRENT SURVEY CONTROL
 EM0232  ______________________________________________________________________
 EM0232* NAD 83(1986) POSITION- 34 39 03.     (N) 099 16 56.     (W)   SCALED
 EM0232* NAVD 88 ORTHO HEIGHT -   412.779 (meters)     1354.26  (feet) ADJUSTED
 EM0232  ______________________________________________________________________
 EM0232  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 EM0232  DYNAMIC HEIGHT  -        412.341 (meters)     1352.82  (feet) COMP
 EM0232  MODELED GRAVITY -    979,561.4   (mgal)                       NAVD 88
 EM0232
 EM0232  VERT ORDER      -  FIRST     CLASS II
 EM0232
 EM0232.The horizontal coordinates were scaled from a map and have
 EM0232.an estimated accuracy of +/- 6 seconds.
 EM0232
 EM0232.The orthometric height was determined by differential leveling and
 EM0232.adjusted by the NATIONAL GEODETIC SURVEY
 EM0232.in June 1991.
 EM0232
 EM0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0232.GEOID18 height accuracy estimate available here.
 EM0232
 EM0232.Click photographs - Photos may exist for this station.
 EM0232
 EM0232.The dynamic height is computed by dividing the NAVD 88
 EM0232.geopotential number by the normal gravity value computed on the
 EM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0232.degrees latitude (g = 980.6199 gals.).
 EM0232
 EM0232.The modeled gravity was interpolated from observed gravity values.
 EM0232
 EM0232;                    North         East    Units  Estimated Accuracy
 EM0232;SPC OK S     -   146,890.      482,460.      MT  (+/- 180 meters Scaled)
 EM0232
 EM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD741343(NAD 83)
 EM0232
 EM0232                          SUPERSEDED SURVEY CONTROL
 EM0232
 EM0232  NGVD 29 (??/??/92)  412.623  (m)         1353.75   (f) ADJ UNCH    1 2
 EM0232
 EM0232.Superseded values are not recommended for survey control.
 EM0232
 EM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0232.See file dsdata.pdf to determine how the superseded data were derived.
 EM0232
 EM0232_MARKER: DD = SURVEY DISK
 EM0232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0232_SP_SET: APRON
 EM0232_STAMPING: NO 1
 EM0232_MARK LOGO: USACE
 EM0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0232
 EM0232  HISTORY     - Date     Condition        Report By
 EM0232  HISTORY     - UNK      MONUMENTED       USACE
 EM0232  HISTORY     - 1956     GOOD             CGS
 EM0232  HISTORY     - 1963     MARK NOT FOUND   USGS
 EM0232
 EM0232                          STATION DESCRIPTION
 EM0232
 EM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0232'4.7 MI NE FROM ALTUS.
 EM0232'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0232'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0232'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0232'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.1 MILE
 EM0232'NORTH ACROSS THE AIRPORT, AT THE ALTUS AIR FORCE BASE, 54 FEET
 EM0232'SOUTHWEST OF THE CENTER OF THE SOUTH WALL OF A LARGE STEEL HANGAR, SET
 EM0232'IN THE TOP OF A CONCRETE APRON.
 EM0232
 EM0232                          STATION RECOVERY (1963)
 EM0232
 EM0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EM0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0049 ***********************************************************************
 DN0049  DESIGNATION -  1
 DN0049  PID         -  DN0049
 DN0049  STATE/COUNTY-  OK/BRYAN
 DN0049  COUNTRY     -  US
 DN0049  USGS QUAD   -  ROBERTA (2018)
 DN0049
 DN0049                         *CURRENT SURVEY CONTROL
 DN0049  ______________________________________________________________________
 DN0049* NAD 83(1986) POSITION- 33 59 00.     (N) 096 15 02.     (W)   SCALED
 DN0049* NAVD 88 ORTHO HEIGHT -   172.914 (meters)      567.30  (feet) ADJUSTED
 DN0049  ______________________________________________________________________
 DN0049  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 DN0049  DYNAMIC HEIGHT  -        172.736 (meters)      566.72  (feet) COMP
 DN0049  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 DN0049
 DN0049  VERT ORDER      -  FIRST     CLASS II
 DN0049
 DN0049.The horizontal coordinates were scaled from a map and have
 DN0049.an estimated accuracy of +/- 6 seconds.
 DN0049
 DN0049.The orthometric height was determined by differential leveling and
 DN0049.adjusted by the NATIONAL GEODETIC SURVEY
 DN0049.in June 1991.
 DN0049
 DN0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0049.GEOID18 height accuracy estimate available here.
 DN0049
 DN0049.Click photographs - Photos may exist for this station.
 DN0049
 DN0049.The dynamic height is computed by dividing the NAVD 88
 DN0049.geopotential number by the normal gravity value computed on the
 DN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0049.degrees latitude (g = 980.6199 gals.).
 DN0049
 DN0049.The modeled gravity was interpolated from observed gravity values.
 DN0049
 DN0049;                    North         East    Units  Estimated Accuracy
 DN0049;SPC OK S     -    73,500.      761,640.      MT  (+/- 180 meters Scaled)
 DN0049
 DN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC539637(NAD 83)
 DN0049
 DN0049                          SUPERSEDED SURVEY CONTROL
 DN0049
 DN0049  NGVD 29 (??/??/92)  172.854  (m)          567.11   (f) ADJ UNCH    1 2
 DN0049
 DN0049.Superseded values are not recommended for survey control.
 DN0049
 DN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0049.See file dsdata.pdf to determine how the superseded data were derived.
 DN0049
 DN0049_MARKER: DB = BENCH MARK DISK
 DN0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0049+STABILITY: SURFACE MOTION
 DN0049
 DN0049  HISTORY     - Date     Condition        Report By
 DN0049  HISTORY     - UNK      MONUMENTED       CGS
 DN0049  HISTORY     - 1934     GOOD             CGS
 DN0049  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0049
 DN0049                          STATION DESCRIPTION
 DN0049
 DN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0049'2.2 MI W FROM BLUE.
 DN0049'2.2 MILES WEST OF BLUE ST. L. AND S. F. RY. DEPOT ON U.S. HIGHWAY 70
 DN0049'ABOUT 0.3 MILES WEST OF BLUE RIVER IN A CHURCH YARD JUST EAST OF A
 DN0049'CROSS ROAD AND ABOUT 50 FEET FROM THE CENTERLINE OF THE HIGHWAY.
 DN0049
 DN0049                          STATION RECOVERY (1986)
 DN0049
 DN0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0563 ***********************************************************************
 FJ0563  DESIGNATION -  1
 FJ0563  PID         -  FJ0563
 FJ0563  STATE/COUNTY-  OK/KINGFISHER
 FJ0563  COUNTRY     -  US
 FJ0563  USGS QUAD   -  KINGFISHER (2018)
 FJ0563
 FJ0563                         *CURRENT SURVEY CONTROL
 FJ0563  ______________________________________________________________________
 FJ0563* NAD 83(1986) POSITION- 35 48 45.     (N) 097 56 20.     (W)   SCALED
 FJ0563* NAVD 88 ORTHO HEIGHT -   334.902 (meters)     1098.76  (feet) ADJUSTED
 FJ0563  ______________________________________________________________________
 FJ0563  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 FJ0563  DYNAMIC HEIGHT  -        334.594 (meters)     1097.75  (feet) COMP
 FJ0563  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 FJ0563
 FJ0563  VERT ORDER      -  FIRST     CLASS II
 FJ0563
 FJ0563.The horizontal coordinates were scaled from a map and have
 FJ0563.an estimated accuracy of +/- 6 seconds.
 FJ0563
 FJ0563.The orthometric height was determined by differential leveling and
 FJ0563.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0563.in June 1991.
 FJ0563
 FJ0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0563.GEOID18 height accuracy estimate available here.
 FJ0563
 FJ0563.Click photographs - Photos may exist for this station.
 FJ0563
 FJ0563.The dynamic height is computed by dividing the NAVD 88
 FJ0563.geopotential number by the normal gravity value computed on the
 FJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0563.degrees latitude (g = 980.6199 gals.).
 FJ0563
 FJ0563.The modeled gravity was interpolated from observed gravity values.
 FJ0563
 FJ0563;                    North         East    Units  Estimated Accuracy
 FJ0563;SPC OK N     -    90,150.      605,520.      MT  (+/- 180 meters Scaled)
 FJ0563
 FJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE958636(NAD 83)
 FJ0563
 FJ0563                          SUPERSEDED SURVEY CONTROL
 FJ0563
 FJ0563  NGVD 29 (??/??/92)  334.766  (m)         1098.31   (f) ADJ UNCH    1 2
 FJ0563
 FJ0563.Superseded values are not recommended for survey control.
 FJ0563
 FJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0563.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0563
 FJ0563_MARKER: Q = CHISELED SQUARE
 FJ0563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0563_SP_SET: RETAINING WALL
 FJ0563_MARK LOGO: NONE
 FJ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0563+STABILITY: SURFACE MOTION
 FJ0563
 FJ0563  HISTORY     - Date     Condition        Report By
 FJ0563  HISTORY     - 1935     MONUMENTED       CGS
 FJ0563  HISTORY     - 1953     GOOD             CGS
 FJ0563  HISTORY     - 1985     GOOD             NGS
 FJ0563
 FJ0563                          STATION DESCRIPTION
 FJ0563
 FJ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0563'3.4 MI S FROM KINGFISHER.
 FJ0563'3.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0563'FROM THE STATION AT KINGFISHER, 3 POLES SOUTH OF MILEPOST 382, 2
 FJ0563'POLES SOUTH OF A ROAD CROSSING, 18 FEET EAST OF THE CENTER LINE
 FJ0563'OF U.S. HIGHWAY 81, A CHISELED SQUARE ON THE TOP OF THE SOUTHWEST
 FJ0563'END OF THE NORTHEAST WINGWALL OF A CONCRETE CULVERT UNDER THE
 FJ0563'HIGHWAY.
 FJ0563
 FJ0563                          STATION RECOVERY (1985)
 FJ0563
 FJ0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0563'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.41 KM (3.36
 FJ0563'MI) SOUTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT KINGFISHER, IN
 FJ0563'THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, A
 FJ0563'CHISELED SQUARE IN TOP OF THE SOUTHWEST END OF THE NORTHEAST RETAINING
 FJ0563'WALL OF A 3 BY 4 FOOT CONCRETE BOX CULVERT, 5.0 METERS (16.5 FT) EAST
 FJ0563'OF THE NORTH BOUND LANES, 59.1 METERS (194 FT) SOUTH OF THE CENTER OF
 FJ0563'A GRAVEL ROAD, 56.7 METERS (186 FT) SOUTH-SOUTHWEST OF BENCH MARK J
 FJ0563'185.  NOTE--BOTTOM OF CHISELED SQUARE IS VERY UNEVEN AND WILL NOT BE
 FJ0563'LEVELED TO DURING THIS SURVEY.
 FJ0563'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0202 ***********************************************************************
 EL0202  DESIGNATION -  1 C 31
 EL0202  PID         -  EL0202
 EL0202  STATE/COUNTY-  OK/JOHNSTON
 EL0202  COUNTRY     -  US
 EL0202  USGS QUAD   -  TROY (2018)
 EL0202
 EL0202                         *CURRENT SURVEY CONTROL
 EL0202  ______________________________________________________________________
 EL0202* NAD 83(1986) POSITION- 34 15 01.     (N) 096 45 35.     (W)   SCALED
 EL0202* NAVD 88 ORTHO HEIGHT -   237.874 (meters)      780.42  (feet) ADJUSTED
 EL0202  ______________________________________________________________________
 EL0202  GEOID HEIGHT    -        -25.674 (meters)                     GEOID18
 EL0202  DYNAMIC HEIGHT  -        237.639 (meters)      779.65  (feet) COMP
 EL0202  MODELED GRAVITY -    979,640.7   (mgal)                       NAVD 88
 EL0202
 EL0202  VERT ORDER      -  SECOND    CLASS 0
 EL0202
 EL0202.The horizontal coordinates were scaled from a map and have
 EL0202.an estimated accuracy of +/- 6 seconds.
 EL0202
 EL0202.The orthometric height was determined by differential leveling and
 EL0202.adjusted by the NATIONAL GEODETIC SURVEY
 EL0202.in June 1991.
 EL0202
 EL0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0202.GEOID18 height accuracy estimate available here.
 EL0202
 EL0202.Click photographs - Photos may exist for this station.
 EL0202
 EL0202.The dynamic height is computed by dividing the NAVD 88
 EL0202.geopotential number by the normal gravity value computed on the
 EL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0202.degrees latitude (g = 980.6199 gals.).
 EL0202
 EL0202.The modeled gravity was interpolated from observed gravity values.
 EL0202
 EL0202;                    North         East    Units  Estimated Accuracy
 EL0202;SPC OK S     -   102,410.      714,240.      MT  (+/- 180 meters Scaled)
 EL0202
 EL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC062921(NAD 83)
 EL0202
 EL0202                          SUPERSEDED SURVEY CONTROL
 EL0202
 EL0202  NGVD 29 (??/??/92)  237.823  (m)          780.26   (f) ADJ UNCH    2 0
 EL0202
 EL0202.Superseded values are not recommended for survey control.
 EL0202
 EL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0202.See file dsdata.pdf to determine how the superseded data were derived.
 EL0202
 EL0202_MARKER: DD = SURVEY DISK
 EL0202_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0202_STAMPING: TT 1 C 31 1934
 EL0202_MARK LOGO: CGS+SS
 EL0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0202
 EL0202  HISTORY     - Date     Condition        Report By
 EL0202  HISTORY     - 1934     MONUMENTED       OKGS
 EL0202
 EL0202                          STATION DESCRIPTION
 EL0202
 EL0202'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EL0202'0.9 MI N FROM RAVIA.
 EL0202'0.9 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EL0202'STATION AT RAVIA, JOHNSTON COUNTY, 60 FEET EAST OF THE SECOND
 EL0202'POLE EAST OF MILEPOST 591+5, 0.2 MILE EAST OF THE WEST SWITCH
 EL0202'OF THE RAVIA SIDING, 33 FEET WEST OF POLE 12988, 43 FEET SOUTH
 EL0202'OF THE CENTERLINE OF STATE HIGHWAY 22, 60.7 FEET NORTH OF THE
 EL0202'CENTERLINE OF THE MAIN TRACK, 10.6 FEET NORTH OF THE RIGHT-OF-WAY
 EL0202'FENCE, AND ABOUT 5 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 EL0202'STATE SURVEY STANDARD DISK, STAMPED 1 C 31 AND SET IN THE TOP
 EL0202'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0200 ***********************************************************************
 EL0200  DESIGNATION -  1 C 33
 EL0200  PID         -  EL0200
 EL0200  STATE/COUNTY-  OK/JOHNSTON
 EL0200  COUNTRY     -  US
 EL0200  USGS QUAD   -  TROY (2018)
 EL0200
 EL0200                         *CURRENT SURVEY CONTROL
 EL0200  ______________________________________________________________________
 EL0200* NAD 83(1986) POSITION- 34 17 04.     (N) 096 46 54.     (W)   SCALED
 EL0200* NAVD 88 ORTHO HEIGHT -   267.303 (meters)      876.98  (feet) ADJUSTED
 EL0200  ______________________________________________________________________
 EL0200  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 EL0200  DYNAMIC HEIGHT  -        267.041 (meters)      876.12  (feet) COMP
 EL0200  MODELED GRAVITY -    979,647.7   (mgal)                       NAVD 88
 EL0200
 EL0200  VERT ORDER      -  SECOND    CLASS 0
 EL0200
 EL0200.The horizontal coordinates were scaled from a map and have
 EL0200.an estimated accuracy of +/- 6 seconds.
 EL0200
 EL0200.The orthometric height was determined by differential leveling and
 EL0200.adjusted by the NATIONAL GEODETIC SURVEY
 EL0200.in June 1991.
 EL0200
 EL0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0200.GEOID18 height accuracy estimate available here.
 EL0200
 EL0200.Click photographs - Photos may exist for this station.
 EL0200
 EL0200.The dynamic height is computed by dividing the NAVD 88
 EL0200.geopotential number by the normal gravity value computed on the
 EL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0200.degrees latitude (g = 980.6199 gals.).
 EL0200
 EL0200.The modeled gravity was interpolated from observed gravity values.
 EL0200
 EL0200;                    North         East    Units  Estimated Accuracy
 EL0200;SPC OK S     -   106,180.      712,170.      MT  (+/- 180 meters Scaled)
 EL0200
 EL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC041959(NAD 83)
 EL0200
 EL0200                          SUPERSEDED SURVEY CONTROL
 EL0200
 EL0200  NGVD 29 (??/??/92)  267.252  (m)          876.81   (f) ADJ UNCH    2 0
 EL0200
 EL0200.Superseded values are not recommended for survey control.
 EL0200
 EL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0200.See file dsdata.pdf to determine how the superseded data were derived.
 EL0200
 EL0200_MARKER: DD = SURVEY DISK
 EL0200_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0200_STAMPING: 1-C-33
 EL0200_MARK LOGO: CGS+SS
 EL0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0200
 EL0200  HISTORY     - Date     Condition        Report By
 EL0200  HISTORY     - 1934     MONUMENTED       OKGS
 EL0200
 EL0200                          STATION DESCRIPTION
 EL0200
 EL0200'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EL0200'3.5 MI N FROM RAVIA.
 EL0200'3.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0200'THE STATION AT RAVIA, JOHNSTON COUNTY, 408 FEET NORTHEAST OF
 EL0200'MILEPOST 588+25, OPPOSITE A GATE IN THE SOUTHWEST RIGHT-OF-WAY
 EL0200'FENCE, 444 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 372
 EL0200'FEET NORTHEAST OF A POLE 12883, ON STATE HIGHWAY 22, 0.1 MILE
 EL0200'SOUTH OF A SMALL LOG HOUSE NORTHEAST OF THE HIGHWAY, 48 FEET
 EL0200'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.9 FEET
 EL0200'SOUTHWEST OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 EL0200'1 C 33 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0194 ***********************************************************************
 EL0194  DESIGNATION -  1 C 38
 EL0194  PID         -  EL0194
 EL0194  STATE/COUNTY-  OK/JOHNSTON
 EL0194  COUNTRY     -  US
 EL0194  USGS QUAD   -  TROY (2018)
 EL0194
 EL0194                         *CURRENT SURVEY CONTROL
 EL0194  ______________________________________________________________________
 EL0194* NAD 83(1986) POSITION- 34 21 10.86   (N) 096 48 11.10   (W)   HD_HELD1
 EL0194* NAVD 88 ORTHO HEIGHT -   305.503 (meters)     1002.30  (feet) ADJUSTED
 EL0194  ______________________________________________________________________
 EL0194  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 EL0194  DYNAMIC HEIGHT  -        305.203 (meters)     1001.32  (feet) COMP
 EL0194  MODELED GRAVITY -    979,644.1   (mgal)                       NAVD 88
 EL0194
 EL0194  VERT ORDER      -  SECOND    CLASS 0
 EL0194
 EL0194.The horizontal coordinates were determined by differentially corrected
 EL0194.hand held GPS observations or other comparable positioning techniques
 EL0194.and have an estimated accuracy of +/- 3 meters.
 EL0194
 EL0194.The orthometric height was determined by differential leveling and
 EL0194.adjusted by the NATIONAL GEODETIC SURVEY
 EL0194.in June 1991.
 EL0194
 EL0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0194.GEOID18 height accuracy estimate available here.
 EL0194
 EL0194.Click photographs - Photos may exist for this station.
 EL0194
 EL0194.The dynamic height is computed by dividing the NAVD 88
 EL0194.geopotential number by the normal gravity value computed on the
 EL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0194.degrees latitude (g = 980.6199 gals.).
 EL0194
 EL0194.The modeled gravity was interpolated from observed gravity values.
 EL0194
 EL0194;                    North         East    Units  Estimated Accuracy
 EL0194;SPC OK S     -   113,759.3     710,108.6     MT  (+/- 3 meters HH1 GPS) 
 EL0194
 EL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0205503485(NAD 83)
 EL0194
 EL0194                          SUPERSEDED SURVEY CONTROL
 EL0194
 EL0194  NGVD 29 (??/??/92)  305.444  (m)         1002.11   (f) ADJ UNCH    2 0
 EL0194
 EL0194.Superseded values are not recommended for survey control.
 EL0194
 EL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0194.See file dsdata.pdf to determine how the superseded data were derived.
 EL0194
 EL0194_MARKER: DD = SURVEY DISK
 EL0194_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0194_STAMPING: TT 1 C 38 1934
 EL0194_MARK LOGO: CGS+SS
 EL0194_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0194
 EL0194  HISTORY     - Date     Condition        Report By
 EL0194  HISTORY     - 1934     MONUMENTED       OKGS
 EL0194  HISTORY     - 1961     GOOD             USGS
 EL0194
 EL0194                          STATION DESCRIPTION
 EL0194
 EL0194'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0194'5.1 MI E FROM MILL CREEK.
 EL0194'3.6 MILES SOUTH AND 1.5 MILES EAST OF MILL CREEK, JOHNSTON
 EL0194'COUNTY, NEAR CENTER OF SECTION 29 (T2S, R5E), 91 FEET WEST OF THE
 EL0194'CENTERLINE OF STATE HIGHWAY 12, 54 FEET NORTH OF THE CENTERLINE
 EL0194'OF A DRIVEWAY (WEST) AND 30 FEET NORTHEAST OF THE NORTHEAST
 EL0194'CORNER OF A WHITE HOUSE.  A STATE SURVEY STANDARD DISK, STAMPED
 EL0194'1 C 38 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 EL0194'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0193 ***********************************************************************
 EL0193  DESIGNATION -  1 C 40
 EL0193  PID         -  EL0193
 EL0193  STATE/COUNTY-  OK/JOHNSTON
 EL0193  COUNTRY     -  US
 EL0193  USGS QUAD   -  TROY (2018)
 EL0193
 EL0193                         *CURRENT SURVEY CONTROL
 EL0193  ______________________________________________________________________
 EL0193* NAD 83(1986) POSITION- 34 22 09.     (N) 096 48 28.     (W)   SCALED
 EL0193* NAVD 88 ORTHO HEIGHT -   303.249 (meters)      994.91  (feet) ADJUSTED
 EL0193  ______________________________________________________________________
 EL0193  GEOID HEIGHT    -        -25.412 (meters)                     GEOID18
 EL0193  DYNAMIC HEIGHT  -        302.951 (meters)      993.93  (feet) COMP
 EL0193  MODELED GRAVITY -    979,642.4   (mgal)                       NAVD 88
 EL0193
 EL0193  VERT ORDER      -  SECOND    CLASS 0
 EL0193
 EL0193.The horizontal coordinates were scaled from a map and have
 EL0193.an estimated accuracy of +/- 6 seconds.
 EL0193
 EL0193.The orthometric height was determined by differential leveling and
 EL0193.adjusted by the NATIONAL GEODETIC SURVEY
 EL0193.in June 1991.
 EL0193
 EL0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0193.GEOID18 height accuracy estimate available here.
 EL0193
 EL0193.Click photographs - Photos may exist for this station.
 EL0193
 EL0193.The dynamic height is computed by dividing the NAVD 88
 EL0193.geopotential number by the normal gravity value computed on the
 EL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0193.degrees latitude (g = 980.6199 gals.).
 EL0193
 EL0193.The modeled gravity was interpolated from observed gravity values.
 EL0193
 EL0193;                    North         East    Units  Estimated Accuracy
 EL0193;SPC OK S     -   115,550.      709,660.      MT  (+/- 180 meters Scaled)
 EL0193
 EL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD015052(NAD 83)
 EL0193
 EL0193                          SUPERSEDED SURVEY CONTROL
 EL0193
 EL0193  NGVD 29 (??/??/92)  303.190  (m)          994.72   (f) ADJ UNCH    2 0
 EL0193
 EL0193.Superseded values are not recommended for survey control.
 EL0193
 EL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0193.See file dsdata.pdf to determine how the superseded data were derived.
 EL0193
 EL0193_MARKER: DD = SURVEY DISK
 EL0193_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0193_STAMPING: TT 1934 1 C 40
 EL0193_MARK LOGO: CGS+SS
 EL0193_PROJECTION: PROJECTING 6 CENTIMETERS
 EL0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0193
 EL0193  HISTORY     - Date     Condition        Report By
 EL0193  HISTORY     - 1934     MONUMENTED       OKGS
 EL0193  HISTORY     - 1961     GOOD             USGS
 EL0193
 EL0193                          STATION DESCRIPTION
 EL0193
 EL0193'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0193'3.6 MI SE FROM MILL CREEK.
 EL0193'2.5 MILES SOUTH AND 1.1 MILES EAST OF MILL CREEK, JOHNSTON COUNTY,
 EL0193'IN SOUTHWEST 1/4 OF NORTHWEST 1/4 SECTION 20 (T2S, R5E), 69 FEET
 EL0193'NORTHEAST OF POLE 12616, 64 FEET EAST AND 2.2 FEET ABOVE THE
 EL0193'CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY TRACKS, 63 FEET
 EL0193'WEST OF THE CENTERLINE OF STATE HIGHWAY 12 AND 35 FEET NORTHEAST
 EL0193'OF MILEPOST 582+10.  A STATE SURVEY STANDARD TRAVERSE-STATION
 EL0193'DISK, STAMPED TT 1934 1 C 40 AND SET IN THE TOP OF A CONCRETE
 EL0193'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0192 ***********************************************************************
 EL0192  DESIGNATION -  1 C 42
 EL0192  PID         -  EL0192
 EL0192  STATE/COUNTY-  OK/JOHNSTON
 EL0192  COUNTRY     -  US
 EL0192  USGS QUAD   -  MILL CREEK (2018)
 EL0192
 EL0192                         *CURRENT SURVEY CONTROL
 EL0192  ______________________________________________________________________
 EL0192* NAD 83(1986) POSITION- 34 22 55.     (N) 096 48 39.     (W)   SCALED
 EL0192* NAVD 88 ORTHO HEIGHT -   298.400 (meters)      979.00  (feet) ADJUSTED
 EL0192  ______________________________________________________________________
 EL0192  GEOID HEIGHT    -        -25.406 (meters)                     GEOID18
 EL0192  DYNAMIC HEIGHT  -        298.106 (meters)      978.04  (feet) COMP
 EL0192  MODELED GRAVITY -    979,641.0   (mgal)                       NAVD 88
 EL0192
 EL0192  VERT ORDER      -  SECOND    CLASS 0
 EL0192
 EL0192.The horizontal coordinates were scaled from a map and have
 EL0192.an estimated accuracy of +/- 6 seconds.
 EL0192
 EL0192.The orthometric height was determined by differential leveling and
 EL0192.adjusted by the NATIONAL GEODETIC SURVEY
 EL0192.in June 1991.
 EL0192
 EL0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0192.GEOID18 height accuracy estimate available here.
 EL0192
 EL0192.Click photographs - Photos may exist for this station.
 EL0192
 EL0192.The dynamic height is computed by dividing the NAVD 88
 EL0192.geopotential number by the normal gravity value computed on the
 EL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0192.degrees latitude (g = 980.6199 gals.).
 EL0192
 EL0192.The modeled gravity was interpolated from observed gravity values.
 EL0192
 EL0192;                    North         East    Units  Estimated Accuracy
 EL0192;SPC OK S     -   116,960.      709,360.      MT  (+/- 180 meters Scaled)
 EL0192
 EL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD012066(NAD 83)
 EL0192
 EL0192                          SUPERSEDED SURVEY CONTROL
 EL0192
 EL0192  NGVD 29 (??/??/92)  298.341  (m)          978.81   (f) ADJ UNCH    2 0
 EL0192
 EL0192.Superseded values are not recommended for survey control.
 EL0192
 EL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0192.See file dsdata.pdf to determine how the superseded data were derived.
 EL0192
 EL0192_MARKER: DD = SURVEY DISK
 EL0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0192_SP_SET: CULVERT HEADWALL
 EL0192_STAMPING: TT 1934 1 C 42
 EL0192_MARK LOGO: CGS+SS
 EL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0192+STABILITY: SURFACE MOTION
 EL0192
 EL0192  HISTORY     - Date     Condition        Report By
 EL0192  HISTORY     - 1934     MONUMENTED       OKGS
 EL0192  HISTORY     - 1960     MARK NOT FOUND   USGS
 EL0192
 EL0192                          STATION DESCRIPTION
 EL0192
 EL0192'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 EL0192'2 MI S FROM MILL CREEK.
 EL0192'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0192'THE STATION AT MILL CREEK, JOHNSTON COUNTY, 147 FEET NORTH OF POLE
 EL0192'581+10, 150 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 57 FEET
 EL0192'NORTHEAST OF POLE 12571, AT A CULVERT UNDER STATE HIGHWAY 22, IN
 EL0192'THE NORTHEAST HEADWALL, 15.5 FEET EAST OF THE CENTERLINE OF A
 EL0192'CROSSROAD, AND 21 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EL0192'A STATE SURVEY STANDARD TRAVERSE-STATION DISK, STAMPED TT 1934 1 C
 EL0192'42.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0187 ***********************************************************************
 EL0187  DESIGNATION -  1 C 46
 EL0187  PID         -  EL0187
 EL0187  STATE/COUNTY-  OK/JOHNSTON
 EL0187  COUNTRY     -  US
 EL0187  USGS QUAD   -  MILL CREEK (2018)
 EL0187
 EL0187                         *CURRENT SURVEY CONTROL
 EL0187  ______________________________________________________________________
 EL0187* NAD 83(1986) POSITION- 34 27 03.     (N) 096 50 10.     (W)   SCALED
 EL0187* NAVD 88 ORTHO HEIGHT -   346.903 (meters)     1138.13  (feet) ADJUSTED
 EL0187  ______________________________________________________________________
 EL0187  GEOID HEIGHT    -        -25.389 (meters)                     GEOID18
 EL0187  DYNAMIC HEIGHT  -        346.561 (meters)     1137.01  (feet) COMP
 EL0187  MODELED GRAVITY -    979,636.2   (mgal)                       NAVD 88
 EL0187
 EL0187  VERT ORDER      -  SECOND    CLASS 0
 EL0187
 EL0187.The horizontal coordinates were scaled from a map and have
 EL0187.an estimated accuracy of +/- 6 seconds.
 EL0187
 EL0187.The orthometric height was determined by differential leveling and
 EL0187.adjusted by the NATIONAL GEODETIC SURVEY
 EL0187.in June 1991.
 EL0187
 EL0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0187.GEOID18 height accuracy estimate available here.
 EL0187
 EL0187.Click photographs - Photos may exist for this station.
 EL0187
 EL0187.The dynamic height is computed by dividing the NAVD 88
 EL0187.geopotential number by the normal gravity value computed on the
 EL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0187.degrees latitude (g = 980.6199 gals.).
 EL0187
 EL0187.The modeled gravity was interpolated from observed gravity values.
 EL0187
 EL0187;                    North         East    Units  Estimated Accuracy
 EL0187;SPC OK S     -   124,570.      706,950.      MT  (+/- 180 meters Scaled)
 EL0187
 EL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD987142(NAD 83)
 EL0187
 EL0187                          SUPERSEDED SURVEY CONTROL
 EL0187
 EL0187  NGVD 29 (??/??/92)  346.822  (m)         1137.87   (f) ADJ UNCH    2 0
 EL0187
 EL0187.Superseded values are not recommended for survey control.
 EL0187
 EL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0187.See file dsdata.pdf to determine how the superseded data were derived.
 EL0187
 EL0187_MARKER: DD = SURVEY DISK
 EL0187_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0187_STAMPING: 1 C 46
 EL0187_MARK LOGO: CGS+SS
 EL0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0187
 EL0187  HISTORY     - Date     Condition        Report By
 EL0187  HISTORY     - 1934     MONUMENTED       OKGS
 EL0187  HISTORY     - 1961     MARK NOT FOUND   USGS
 EL0187
 EL0187                          STATION DESCRIPTION
 EL0187
 EL0187'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0187'3.3 MI N FROM MILL CREEK.
 EL0187'3.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0187'THE STATION AT MILL CREEK, JOHNSTON COUNTY, 110 FEET NORTHWEST OF
 EL0187'MILEPOST 576, 0.2 MILE SOUTH OF A LARGE CONCRETE CULVERT, 300 FEET
 EL0187'SOUTH OF THE NORTH END OF A SMALL CUT, 159 FEET WEST OF POLE 12346,
 EL0187'32 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 20 FEET EAST OF
 EL0187'THE WEST RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK,
 EL0187'STAMPED 1 C 46 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0916 ***********************************************************************
 EL0916  DESIGNATION -  1 D 12 TT
 EL0916  PID         -  EL0916
 EL0916  STATE/COUNTY-  OK/CARTER
 EL0916  COUNTRY     -  US
 EL0916  USGS QUAD   -  ARDMORE WEST (2018)
 EL0916
 EL0916                         *CURRENT SURVEY CONTROL
 EL0916  ______________________________________________________________________
 EL0916* NAD 83(1993) POSITION- 34 12 07.05670(N) 097 13 03.74753(W)   ADJUSTED
 EL0916* NAVD 88 ORTHO HEIGHT -   286.00  (+/-2cm)      938.3   (feet) VERTCON3
 EL0916  ______________________________________________________________________
 EL0916  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EL0916  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 EL0916  HORZ ORDER      -  SECOND
 EL0916  VERT ORDER      -  THIRD ? (See Below)
 EL0916
 EL0916.The horizontal coordinates were established by classical geodetic methods
 EL0916.and adjusted by the National Geodetic Survey in November 1994.
 EL0916
 EL0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0916
 EL0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0916.GEOID18 height accuracy estimate available here.
 EL0916
 EL0916.The vertical order pertains to the NGVD 29 superseded value.
 EL0916
 EL0916.Click photographs - Photos may exist for this station.
 EL0916
 EL0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0916
 EL0916. The following values were computed from the NAD 83(1993) position.
 EL0916
 EL0916;                    North         East     Units Scale Factor Converg.
 EL0916;SPC OK S     -    96,630.353   672,096.678   MT  0.99995806   +0 26 38.6
 EL0916;SPC OK S     -   317,028.08  2,205,037.18   sFT  0.99995806   +0 26 38.6
 EL0916;UTM  14      - 3,785,985.220   664,210.120   MT  0.99993240   +1 00 07.5
 EL0916
 EL0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0916!SPC OK S     -   0.99995920  x   0.99995806  =   0.99991726
 EL0916!UTM  14      -   0.99995920  x   0.99993240  =   0.99989160
 EL0916
 EL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6421085985(NAD 83)
 EL0916
 EL0916                          SUPERSEDED SURVEY CONTROL
 EL0916
 EL0916  NAD 83(1986)-  34 12 07.06257(N)    097 13 03.73778(W) AD(       ) 2
 EL0916  NAD 27      -  34 12 06.72850(N)    097 13 02.68600(W) AD(       ) 2
 EL0916  NGVD 29             285.92   (m)          938.1    (f) LEVELING    3  
 EL0916
 EL0916.Superseded values are not recommended for survey control.
 EL0916
 EL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0916.See file dsdata.pdf to determine how the superseded data were derived.
 EL0916
 EL0916_MARKER: DD = SURVEY DISK
 EL0916_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0916_STAMPING: 1 D 12 TT
 EL0916_MARK LOGO: CGS+SS
 EL0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0916
 EL0916  HISTORY     - Date     Condition        Report By
 EL0916  HISTORY     - 1934     MONUMENTED       OKGS
 EL0916
 EL0916                          STATION DESCRIPTION
 EL0916
 EL0916'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EL0916'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHWEST OF
 EL0916'SPRINGER, 4.7 MI (7.6 KM) WEST-NORTHWEST OF ARDMORE AND 3.2 MI
 EL0916'(5.1 KM) NORTHEAST OF LONE GROVE.
 EL0916'
 EL0916'TO REACH FROM THE POST OFFICE IN ARDMORE, GO WEST ON U.S. HIGHWAY 70
 EL0916'FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF U.S. HIGHWAY 77 AND 70.  TURN
 EL0916'RIGHT AND GO NORTH ON U.S. HIGHWAY 77 FOR 1.85 MI (2.98 KM) TO A SIDE
 EL0916'ROAD LEFT ACROSS FROM THE ENTRANCE TO THE CARTER INDIAN SCHOOL.  TURN
 EL0916'LEFT AND GO WEST ON THE MACADAM ROAD FOR 1.3 MI (2.1 KM) TO THE END OF
 EL0916'THE PAVEMENT.  CONTINUE STRAIGHT AHEAD 1.65 MI (2.65 KM) TO A CROSS
 EL0916'ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.3 MI (2.1 KM) TO THE MARK ON THE
 EL0916'LEFT AS DESCRIBED.
 EL0916'
 EL0916'IT IS 105 FT (32.0 M) WEST OF A TRANSFORMER POLE, 19 FT (5.8 M) SOUTH
 EL0916'OF THE CENTER OF A GRAVELED ROAD, 2 FT (0.6 M) SOUTH OF A FENCE LINE
 EL0916'AND IS STAMPED 1D12 TT 1936.  IT IS A OKLAHOMA CONSERVATION COMMISSION
 EL0916'STATE SURVEY DISK SET IN THE TOP OF A FIVE INCH BY FIVE INCH SQUARE
 EL0916'CONCRETE POST THAT PROJECTS 3 INCHES (8 CM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0901 ***********************************************************************
 EL0901  DESIGNATION -  1 D 20 TT
 EL0901  PID         -  EL0901
 EL0901  STATE/COUNTY-  OK/CARTER
 EL0901  COUNTRY     -  US
 EL0901  USGS QUAD   -  ARDMORE EAST (2018)
 EL0901
 EL0901                         *CURRENT SURVEY CONTROL
 EL0901  ______________________________________________________________________
 EL0901* NAD 83(1993) POSITION- 34 10 02.50770(N) 097 03 36.39498(W)   ADJUSTED
 EL0901* NAVD 88 ORTHO HEIGHT -   277.48  (+/-2cm)      910.4   (feet) VERTCON3
 EL0901  ______________________________________________________________________
 EL0901  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 EL0901  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 EL0901  HORZ ORDER      -  SECOND
 EL0901  VERT ORDER      -  THIRD ? (See Below)
 EL0901
 EL0901.The horizontal coordinates were established by classical geodetic methods
 EL0901.and adjusted by the National Geodetic Survey in November 1994.
 EL0901
 EL0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0901
 EL0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0901.GEOID18 height accuracy estimate available here.
 EL0901
 EL0901.The vertical order pertains to the NGVD 29 superseded value.
 EL0901
 EL0901.Click photographs - Photos may exist for this station.
 EL0901
 EL0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0901
 EL0901. The following values were computed from the NAD 83(1993) position.
 EL0901
 EL0901;                    North         East     Units Scale Factor Converg.
 EL0901;SPC OK S     -    92,916.883   686,656.375   MT  0.99996224   +0 32 00.6
 EL0901;SPC OK S     -   304,844.81  2,252,805.12   sFT  0.99996224   +0 32 00.6
 EL0901;UTM  14      - 3,782,413.495   678,805.278   MT  0.99999412   +1 05 23.1
 EL0901
 EL0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0901!SPC OK S     -   0.99996054  x   0.99996224  =   0.99992279
 EL0901!UTM  14      -   0.99996054  x   0.99999412  =   0.99995466
 EL0901
 EL0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7880582413(NAD 83)
 EL0901
 EL0901                          SUPERSEDED SURVEY CONTROL
 EL0901
 EL0901  NAD 83(1986)-  34 10 02.51334(N)    097 03 36.38641(W) AD(       ) 2
 EL0901  NAD 27      -  34 10 02.17110(N)    097 03 35.34180(W) AD(       ) 2
 EL0901  NGVD 29             277.41   (m)          910.1    (f) LEVELING    3  
 EL0901
 EL0901.Superseded values are not recommended for survey control.
 EL0901
 EL0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0901.See file dsdata.pdf to determine how the superseded data were derived.
 EL0901
 EL0901_MARKER: DD = SURVEY DISK
 EL0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0901_STAMPING: 1 D 20 TT
 EL0901_MARK LOGO: CGS+SS
 EL0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0901+STABILITY: SURFACE MOTION
 EL0901
 EL0901  HISTORY     - Date     Condition        Report By
 EL0901  HISTORY     - 1934     MONUMENTED       OKGS
 EL0901
 EL0901                          STATION DESCRIPTION
 EL0901
 EL0901'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EL0901'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF OVERBROOK, 8.1
 EL0901'MI (13.0 KM) SOUTH OF GENE AUTRY AND 4.8 MI (7.7 KM) EAST OF ARDMORE.
 EL0901'
 EL0901'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE GO NORTH ON U.S.
 EL0901'HIGHWAY 70 FOR 0.15 MI (0.24 KM) TO THIRD AVENUE NORTH-EAST.  TURN
 EL0901'RIGHT ON THIRD AVENUE AND GO 1.0 MI (1.6 KM) TO THE END OF THE
 EL0901'PAVEMENT.  CONTINUE ON EAST FOR 2.0 MI (3.2 KM) TO A RAILROAD
 EL0901'CROSSING.  CROSS TRACKS AND CONTINUE ON EAST FOR 1.1 MI (1.8 KM) TO A
 EL0901'POINT WHERE THE POWER LINE CROSSES THE ROAD AND THE END OF TRUCK
 EL0901'TRAVEL.  FROM HERE PACK SOUTH ACROSS FIELD FOR ABOUT 0.15 MI (0.24 KM)
 EL0901'TO THE MARK.
 EL0901'
 EL0901'IT IS 26 FT (7.9 M) WEST OF A T FENCE CORNER AND 4 FT (1.2 M) NORTH OF
 EL0901'AN EAST-WEST FENCE LINE.  IT IS A CONSERVATION OF OKLAHOMA STATE
 EL0901'SURVEY STATION DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 8
 EL0901'INCHES (20 CM).  THE CONCRETE POST IS 6 INCHES (15 CM) SQUARE AT THE
 EL0901'TOP AND THE DISK IS STAMPED NO 1D20 TT 1936.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1281 ***********************************************************************
 DN1281  DESIGNATION -  1 D 81 TT
 DN1281  PID         -  DN1281
 DN1281  STATE/COUNTY-  OK/LOVE
 DN1281  COUNTRY     -  US
 DN1281  USGS QUAD   -  MARIETTA WEST (2019)
 DN1281
 DN1281                         *CURRENT SURVEY CONTROL
 DN1281  ______________________________________________________________________
 DN1281* NAD 83(1993) POSITION- 33 59 14.88331(N) 097 07 34.42596(W)   ADJUSTED
 DN1281* NAVD 88 ORTHO HEIGHT -   261.79  (+/-2cm)      858.9   (feet) VERTCON3
 DN1281  ______________________________________________________________________
 DN1281  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 DN1281  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DN1281  HORZ ORDER      -  SECOND
 DN1281  VERT ORDER      -  THIRD ? (See Below)
 DN1281
 DN1281.The horizontal coordinates were established by classical geodetic methods
 DN1281.and adjusted by the National Geodetic Survey in November 1994.
 DN1281
 DN1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1281
 DN1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1281.GEOID18 height accuracy estimate available here.
 DN1281
 DN1281.The vertical order pertains to the NGVD 29 superseded value.
 DN1281
 DN1281.Click photographs - Photos may exist for this station.
 DN1281
 DN1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1281
 DN1281. The following values were computed from the NAD 83(1993) position.
 DN1281
 DN1281;                    North         East     Units Scale Factor Converg.
 DN1281;SPC OK S     -    72,908.651   680,733.128   MT  0.99998980   +0 29 45.5
 DN1281;SPC OK S     -   239,201.13  2,233,371.94   sFT  0.99998980   +0 29 45.5
 DN1281;SPC TXNC     - 2,258,196.772   726,931.262   MT  1.00000587   +0 44 57.3
 DN1281;SPC TXNC     - 7,408,767.24  2,384,940.32   sFT  1.00000587   +0 44 57.3
 DN1281;UTM  14      - 3,762,348.800   673,075.722   MT  0.99996928   +1 02 51.8
 DN1281
 DN1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1281!SPC OK S     -   0.99996301  x   0.99998980  =   0.99995281
 DN1281!SPC TXNC     -   0.99996301  x   1.00000587  =   0.99996888
 DN1281!UTM  14      -   0.99996301  x   0.99996928  =   0.99993229
 DN1281
 DN1281:                Primary Azimuth Mark                     Grid Az
 DN1281:SPC OK S     -  1 D 81 TT AZ MK                          354 47 32.5
 DN1281:SPC TXNC     -  1 D 81 TT AZ MK                          354 32 20.7
 DN1281:UTM  14      -  1 D 81 TT AZ MK                          354 14 26.2
 DN1281
 DN1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7307562348(NAD 83)
 DN1281
 DN1281|---------------------------------------------------------------------|
 DN1281| PID    Reference Object                     Distance      Geod. Az  |
 DN1281|                                                           dddmmss.s |
 DN1281| CX9040 1 D 81 TT RM 1                       10.058 METERS 15636     |
 DN1281| CX9041 1 D 81 TT RM 2                        6.641 METERS 25456     |
 DN1281| CX9039 1 D 81 TT AZ MK                                    3551718.0 |
 DN1281|---------------------------------------------------------------------|
 DN1281
 DN1281                          SUPERSEDED SURVEY CONTROL
 DN1281
 DN1281  NAD 83(1986)-  33 59 14.88874(N)    097 07 34.41737(W) AD(       ) 2
 DN1281  NAD 27      -  33 59 14.53070(N)    097 07 33.37110(W) AD(       ) 2
 DN1281  NGVD 29             261.73   (m)          858.7    (f) LEVELING    3  
 DN1281
 DN1281.Superseded values are not recommended for survey control.
 DN1281
 DN1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1281.See file dsdata.pdf to determine how the superseded data were derived.
 DN1281
 DN1281_MARKER: DD = SURVEY DISK
 DN1281_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN1281_STAMPING: 1D81 TT 1936 1948
 DN1281_MARK LOGO: OKGS
 DN1281_PROJECTION: PROJECTING 25 CENTIMETERS
 DN1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1281
 DN1281  HISTORY     - Date     Condition        Report By
 DN1281  HISTORY     - 1936     MONUMENTED       OKGS
 DN1281  HISTORY     - 1967     MARK NOT FOUND   CGS
 DN1281
 DN1281                          STATION DESCRIPTION
 DN1281
 DN1281'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1936 (RAG)
 DN1281'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH-NORTHWEST OF
 DN1281'THE BUSINESS DISTRICT OF MARIETTA ON A HIGH BLUFF THAT BREAKS
 DN1281'OFF SHARPLY TO THE NORTH, 35 FEET EAST OF A TELEPHONE POLE,
 DN1281'15 FEET SOUTH OF THE EDGE OF CLIFF AND 12 FEET WEST OF THE WEST
 DN1281'ONE OF TWO POWER LINE POLES.  IT IS A STANDARD OKLAHOMA GEODETIC
 DN1281'SURVEY STATION DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 DN1281'POST PROJECTING 10 INCHES AND IS STAMPED 1D81 TT 1936 1948.
 DN1281'
 DN1281'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE WEST ONE OF
 DN1281'TWO POWER LINE POLES AND IS ABOUT 1 FOOT LOWER IN ELEVATION
 DN1281'THAN THE STATION.  IT IS STAMPED 1D81 TT OGS NO 1 1955 AND
 DN1281'PROJECTS 5 INCHES.
 DN1281'
 DN1281'REFERENCE MARK NO. 2 IS 15 FEET EAST OF A TELEPHONE POLE AND 5
 DN1281'FEET SOUTH OF THE EDGE OF CLIFF.  IT IS STAMPED 1D81 TT OGS NO
 DN1281'2 1955 AND PROJECTS 2 INCHES.
 DN1281'
 DN1281'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 42.1 FEET.
 DN1281'
 DN1281'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 52 FEET WEST
 DN1281'OF THE CENTER OF U.S. HIGHWAY 77, 15 FEET NORTH OF THE NORTH
 DN1281'END OF A CATTLE GUARD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 DN1281'LINE.  IT IS STAMPED 1D81 TT OGS 1955 AND PROJECTS 2 INCHES.
 DN1281'
 DN1281'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA, GO
 DN1281'WEST FOR 0.4 MILE TO U.S. HIGHWAY 77, TURN RIGHT AND GO
 DN1281'NORTH ON U.S. HIGHWAY 77 FOR 3.1 MILES TO A SIDE ROAD RIGHT JUST
 DN1281'NORTHWEST OF A MOTEL.  (CONTINUE NORTHWEST AND NORTH ON
 DN1281'HIGHWAY FOR 0.6 MILE TO THE AZIMUTH MARK ON LEFT AS
 DN1281'DESCRIBED.) TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.05 MILE
 DN1281'TO A GATE ON LEFT.  TURN LEFT THROUGH GATE AND GO NORTH ON
 DN1281'TRACK ROAD FOR 0.2 MILE TO STATION JUST WEST OF POWER LINE
 DN1281'POLES AS DESCRIBED.
 DN1281
 DN1281                          STATION RECOVERY (1967)
 DN1281
 DN1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 DN1281'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED AND THERE
 DN1281'WAS EVIDENCE THAT THESE MARKS HAD BEEN DESTROYED.  THE AZIMUTH
 DN1281'MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DN1281'
 DN1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 DN1281'NORTH-NORTHWEST OF MARIETTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0863 ***********************************************************************
 EL0863  DESIGNATION -  1 E 6 TT
 EL0863  PID         -  EL0863
 EL0863  STATE/COUNTY-  OK/GARVIN
 EL0863  COUNTRY     -  US
 EL0863  USGS QUAD   -  HENNEPIN (2018)
 EL0863
 EL0863                         *CURRENT SURVEY CONTROL
 EL0863  ______________________________________________________________________
 EL0863* NAD 83(1993) POSITION- 34 31 07.90308(N) 097 19 11.56233(W)   ADJUSTED
 EL0863* NAVD 88 ORTHO HEIGHT -   297.73  (+/-2cm)      976.8   (feet) VERTCON3
 EL0863  ______________________________________________________________________
 EL0863  GEOID HEIGHT    -        -25.200 (meters)                     GEOID18
 EL0863  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 EL0863  HORZ ORDER      -  THIRD
 EL0863  VERT ORDER      -  THIRD ? (See Below)
 EL0863
 EL0863.The horizontal coordinates were established by classical geodetic methods
 EL0863.and adjusted by the National Geodetic Survey in November 1994.
 EL0863
 EL0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0863
 EL0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0863.GEOID18 height accuracy estimate available here.
 EL0863
 EL0863.The vertical order pertains to the NGVD 29 superseded value.
 EL0863
 EL0863.Click photographs - Photos may exist for this station.
 EL0863
 EL0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0863
 EL0863. The following values were computed from the NAD 83(1993) position.
 EL0863
 EL0863;                    North         East     Units Scale Factor Converg.
 EL0863;SPC OK S     -   131,712.974   662,443.849   MT  0.99993659   +0 23 09.8
 EL0863;SPC OK S     -   432,128.32  2,173,367.86   sFT  0.99993659   +0 23 09.8
 EL0863;UTM  14      - 3,820,970.308   654,213.840   MT  0.99989314   +0 57 08.2
 EL0863
 EL0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0863!SPC OK S     -   0.99995722  x   0.99993659  =   0.99989381
 EL0863!UTM  14      -   0.99995722  x   0.99989314  =   0.99985037
 EL0863
 EL0863:                Primary Azimuth Mark                     Grid Az
 EL0863:SPC OK S     -  1 E 6 TT AZ MK                           066 13 20.1
 EL0863:UTM  14      -  1 E 6 TT AZ MK                           065 39 21.7
 EL0863
 EL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5421320970(NAD 83)
 EL0863
 EL0863|---------------------------------------------------------------------|
 EL0863| PID    Reference Object                     Distance      Geod. Az  |
 EL0863|                                                           dddmmss.s |
 EL0863| CX9042 1 E 6 TT AZ MK                                     0663629.9 |
 EL0863| CX9043 1 E 6 TT RM 1                         6.821 METERS 09057     |
 EL0863| CX9044 1 E 6 TT RM 2                        18.627 METERS 16226     |
 EL0863|---------------------------------------------------------------------|
 EL0863
 EL0863                          SUPERSEDED SURVEY CONTROL
 EL0863
 EL0863  NAD 83(1986)-  34 31 07.90879(N)    097 19 11.55052(W) AD(       ) 3
 EL0863  NAD 27      -  34 31 07.59660(N)    097 19 10.46480(W) AD(       ) 3
 EL0863  NGVD 29             297.65   (m)          976.5    (f) LEVELING    3  
 EL0863
 EL0863.Superseded values are not recommended for survey control.
 EL0863
 EL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0863.See file dsdata.pdf to determine how the superseded data were derived.
 EL0863
 EL0863_MARKER: DD = SURVEY DISK
 EL0863_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0863_STAMPING: 1 E 6 TT 1938
 EL0863_MARK LOGO: OKCC
 EL0863_PROJECTION: PROJECTING 20 CENTIMETERS
 EL0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0863
 EL0863  HISTORY     - Date     Condition        Report By
 EL0863  HISTORY     - 1938     MONUMENTED       OKCC
 EL0863  HISTORY     - 1955     GOOD             OKCC
 EL0863
 EL0863                          STATION DESCRIPTION
 EL0863
 EL0863'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1955 (RLE)
 EL0863'THE STATION IS ABOUT 12 MILES WEST OF DAVIS, 2 MILES NORTHEAST OF
 EL0863'HENNEPEN AND 0.1 MILE SOUTH OF STATE ROUTE NO. 7 ON THE SUMMIT OF
 EL0863'A SMALL ROCKY KNOLL, THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 EL0863'AND IS ON LAND OWNED BY MR. CHARLES MORROW.  *IT IS AN OKLAHOMA
 EL0863'CONSERVATION COMMISSION STATE SURVEY STATION AND THE DISK IS
 EL0863'SET IN THE TOP OF A 6 INCH BY 6 INCH SQUARE CONCRETE POST THAT
 EL0863'PROJECTS 8 INCHES.  IT IS ABOUT 150 YARDS WEST OF A FARM HOUSE, 52
 EL0863'FEET WEST OF A FENCE AND 7 FEET SOUTHEAST OF A WITNESS POST.  THE
 EL0863'DISK IS STAMPED 1E6 TT 1938.
 EL0863'
 EL0863'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE HILL ABOUT
 EL0863'2-1/2 FEET BELOW THE ELEVATION OF THE STATION AND 31 FEET WEST OF
 EL0863'A FENCE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 EL0863'HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED 1E6 TT OGS
 EL0863'1954.
 EL0863'
 EL0863'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST SLOPE OF THE HILL
 EL0863'ABOUT 4-1/2 FEET BELOW THE ELEVATION OF THE STATION AND 34 FEET
 EL0863'WEST OF A FENCE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED
 EL0863'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED 1E6
 EL0863'TT OGS 1954.
 EL0863'
 EL0863'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EL0863'IS 58.0 FEET.
 EL0863'
 EL0863'THE AZIMUTH MARK IS ACROSS THE HIGHWAY FROM THE CHARLES MORROW FARM
 EL0863'HOUSE, 49 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 7, 2.5 FEET
 EL0863'WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  IT PROJECTS 4
 EL0863'INCHES AND THE DISK IS STAMPED 1E6 TT OGS 1954.
 EL0863'
 EL0863'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 EL0863'U.S. HIGHWAY NO. 77 AND STATE ROUTE NO. 7 JUST SOUTH OF THE POST
 EL0863'OFFICE IN DAVIS, GO WEST ON U.S. HIGHWAY NO. 77 AND STATE ROUTE
 EL0863'NO. 7 FOR 0.45 MILE TO WHERE U.S. HIGHWAY NO. 77 TURNS LEFT AND
 EL0863'STATE ROUTE NO. 7 CONTINUES STRAIGHT AHEAD.  HERE GO WESTERLY
 EL0863'ON STATE ROUTE NO. 7 FOR 7.1 MILES TO THE JUNCTION WITH
 EL0863'STATE ROUTE NO. 19A, CONTINUE WESTERLY ON STATE ROUTE NO. 7 FOR
 EL0863'3.6 MILES TO A GROUP OF FARM BUILDINGS ON THE LEFT AND THE
 EL0863'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WESTERLY ON
 EL0863'STATE ROUTE NO. 7 FOR 0.3 MILE TO A FARM DRIVE LEFT, TURN LEFT
 EL0863'ON THIS FARM DRIVE AND GO SOUTH FOR 0.15 MILE TO A POINT JUST
 EL0863'NORTH OF A BARN, HERE TURN RIGHT AND GO WESTERLY ACROSS A FENCED
 EL0863'AREA FOR ABOUT 0.1 MILE TO A NORTH-SOUTH FENCE AND THE END OF
 EL0863'TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY FOR ABOUT 20
 EL0863'YARDS TO THE TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 EL0863'
 EL0863'*OKLAHOMA GEODETIC SURVEY STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0308 ***********************************************************************
 GJ0308  DESIGNATION -  1 F
 GJ0308  PID         -  GJ0308
 GJ0308  STATE/COUNTY-  OK/ELLIS
 GJ0308  COUNTRY     -  US
 GJ0308  USGS QUAD   -  GAGE (2018)
 GJ0308
 GJ0308                         *CURRENT SURVEY CONTROL
 GJ0308  ______________________________________________________________________
 GJ0308* NAD 83(1986) POSITION- 36 17 16.     (N) 099 46 33.     (W)   SCALED
 GJ0308* NAVD 88 ORTHO HEIGHT -   677.945 (meters)     2224.22  (feet) ADJUSTED
 GJ0308  ______________________________________________________________________
 GJ0308  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 GJ0308  DYNAMIC HEIGHT  -        677.263 (meters)     2221.99  (feet) COMP
 GJ0308  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 GJ0308
 GJ0308  VERT ORDER      -  FIRST     CLASS II
 GJ0308
 GJ0308.This mark is at Gage Airport (GAG)
 GJ0308
 GJ0308.The horizontal coordinates were scaled from a map and have
 GJ0308.an estimated accuracy of +/- 6 seconds.
 GJ0308
 GJ0308.The orthometric height was determined by differential leveling and
 GJ0308.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0308.in June 1991.
 GJ0308
 GJ0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0308.GEOID18 height accuracy estimate available here.
 GJ0308
 GJ0308.Click photographs - Photos may exist for this station.
 GJ0308
 GJ0308.The dynamic height is computed by dividing the NAVD 88
 GJ0308.geopotential number by the normal gravity value computed on the
 GJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0308.degrees latitude (g = 980.6199 gals.).
 GJ0308
 GJ0308.The modeled gravity was interpolated from observed gravity values.
 GJ0308
 GJ0308;                    North         East    Units  Estimated Accuracy
 GJ0308;SPC OK N     -   144,340.      440,490.      MT  (+/- 180 meters Scaled)
 GJ0308
 GJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF303161(NAD 83)
 GJ0308
 GJ0308                          SUPERSEDED SURVEY CONTROL
 GJ0308
 GJ0308  NGVD 29 (??/??/92)  677.651  (m)         2223.26   (f) ADJ UNCH    1 2
 GJ0308
 GJ0308.Superseded values are not recommended for survey control.
 GJ0308
 GJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0308.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0308
 GJ0308_MARKER: Q = CHISELED SQUARE
 GJ0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0308_SP_SET: CONCRETE ENCLOSURE
 GJ0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0308
 GJ0308  HISTORY     - Date     Condition        Report By
 GJ0308  HISTORY     - 1945     MONUMENTED       CGS
 GJ0308
 GJ0308                          STATION DESCRIPTION
 GJ0308
 GJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0308'2.9 MI SW FROM GAGE.
 GJ0308'IT IS 2.9 MILES SOUTHWEST OF GAGE, AT THE GAGE MUNICIPAL AIRPORT
 GJ0308'AND AT THE SOUTH END OF THE NORTH-SOUTH RUNWAY.  IT IS IN THE
 GJ0308'NORTHEAST CORNER OF THE CONCRETE ENCLOSURE FOR THE CENTER RUNWAY
 GJ0308'LIGHT.  THIS IS THE HIGHEST POINT ON THE RUNWAYS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0757 ***********************************************************************
 EL0757  DESIGNATION -  1 OC 6
 EL0757  PID         -  EL0757
 EL0757  STATE/COUNTY-  OK/JOHNSTON
 EL0757  COUNTRY     -  US
 EL0757  USGS QUAD   -  CADDO NW (2018)
 EL0757
 EL0757                         *CURRENT SURVEY CONTROL
 EL0757  ______________________________________________________________________
 EL0757* NAD 83(1993) POSITION- 34 08 11.09301(N) 096 29 40.73003(W)   ADJUSTED
 EL0757* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 EL0757  ______________________________________________________________________
 EL0757  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 EL0757  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 EL0757  HORZ ORDER      -  SECOND
 EL0757
 EL0757.The horizontal coordinates were established by classical geodetic methods
 EL0757.and adjusted by the National Geodetic Survey in November 1994.
 EL0757
 EL0757.The orthometric height was scaled from a topographic map.
 EL0757
 EL0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0757.GEOID18 height accuracy estimate available here.
 EL0757
 EL0757.Click photographs - Photos may exist for this station.
 EL0757
 EL0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0757
 EL0757. The following values were computed from the NAD 83(1993) position.
 EL0757
 EL0757;                    North         East     Units Scale Factor Converg.
 EL0757;SPC OK S     -    90,115.880   738,839.162   MT  0.99996629   +0 51 16.1
 EL0757;SPC OK S     -   295,655.18  2,424,008.15   sFT  0.99996629   +0 51 16.1
 EL0757;UTM  14      - 3,780,117.001   731,020.872   MT  1.00025794   +1 24 23.5
 EL0757
 EL0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0757!SPC OK S     -   0.99996547  x   0.99996629  =   0.99993176
 EL0757!UTM  14      -   0.99996547  x   1.00025794  =   1.00022340
 EL0757
 EL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3102080117(NAD 83)
 EL0757
 EL0757                          SUPERSEDED SURVEY CONTROL
 EL0757
 EL0757  NAD 83(1986)-  34 08 11.09894(N)    096 29 40.72187(W) AD(       ) 2
 EL0757  NAD 27      -  34 08 10.74560(N)    096 29 39.73360(W) AD(       ) 2
 EL0757
 EL0757.Superseded values are not recommended for survey control.
 EL0757
 EL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0757.See file dsdata.pdf to determine how the superseded data were derived.
 EL0757
 EL0757_MARKER: DD = SURVEY DISK
 EL0757_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0757_STAMPING: 1 OC 6
 EL0757_MARK LOGO: CGS+SS
 EL0757_PROJECTION: PROJECTING 30 CENTIMETERS
 EL0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0757
 EL0757  HISTORY     - Date     Condition        Report By
 EL0757  HISTORY     - 1934     MONUMENTED       OKGS
 EL0757  HISTORY     - 1955     GOOD             OKGS
 EL0757
 EL0757                          STATION DESCRIPTION
 EL0757
 EL0757'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1955 (WRH)
 EL0757'STATION IS LOCATED ABOUT 12.5 MILES NORTHWEST OF DURANT, 9.0
 EL0757'MILES SOUTH OF MILBURN, 1.4 MILES NORTH OF THE JOHNSTON-BRYAN
 EL0757'COUNTY LINE, AND 0.7 MILE SOUTH SOUTHEAST OF NIDA ON A LOW
 EL0757'HILL THAT IS ON THE EAST SIDE OF STATE HIGHWAY 78.
 EL0757'IT IS STAMPED 1OC6 AND IS AN OKLAHOMA STATE SURVEY DISK SET
 EL0757'IN THE TOP OF AN 8-INCH SQUARE PRECAST CONCRETE MONUMENT THAT
 EL0757'PROJECTS ABOUT 12 INCHES.  IT IS 73.230 FEET SOUTHWEST OF
 EL0757'TRIANGULATION STATION NIDA, 24.0 FEET WEST OF THE CENTER LINE
 EL0757'OF STATE HIGHWAY 78 AND 6 INCHES EAST OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1033 ***********************************************************************
 EL1033  DESIGNATION -  1 TF
 EL1033  PID         -  EL1033
 EL1033  STATE/COUNTY-  OK/GRADY
 EL1033  COUNTRY     -  US
 EL1033  USGS QUAD   -  NINNEKAH (2018)
 EL1033
 EL1033                         *CURRENT SURVEY CONTROL
 EL1033  ______________________________________________________________________
 EL1033* NAD 83(1993) POSITION- 34 59 09.07233(N) 097 59 16.40693(W)   ADJUSTED
 EL1033* NAVD 88 ORTHO HEIGHT -   384.04  (+/-2cm)     1260.0   (feet) VERTCON3
 EL1033  ______________________________________________________________________
 EL1033  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 EL1033  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 EL1033  HORZ ORDER      -  SECOND
 EL1033  VERT ORDER      -  THIRD ? (See Below)
 EL1033
 EL1033.The horizontal coordinates were established by classical geodetic methods
 EL1033.and adjusted by the National Geodetic Survey in November 1994.
 EL1033
 EL1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1033
 EL1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1033.GEOID18 height accuracy estimate available here.
 EL1033
 EL1033.The vertical order pertains to the NGVD 29 superseded value.
 EL1033
 EL1033.Click photographs - Photos may exist for this station.
 EL1033
 EL1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1033
 EL1033. The following values were computed from the NAD 83(1993) position.
 EL1033
 EL1033;                    North         East     Units Scale Factor Converg.
 EL1033;SPC OK S     -   183,305.907   601,105.572   MT  0.99996044   +0 00 24.7
 EL1033;SPC OK S     -   601,396.13  1,972,127.20   sFT  0.99996044   +0 00 24.7
 EL1033;UTM  14      - 3,871,942.097   592,374.190   MT  0.99970516   +0 34 49.3
 EL1033
 EL1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1033!SPC OK S     -   0.99994386  x   0.99996044  =   0.99990430
 EL1033!UTM  14      -   0.99994386  x   0.99970516  =   0.99964904
 EL1033
 EL1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9237471942(NAD 83)
 EL1033
 EL1033                          SUPERSEDED SURVEY CONTROL
 EL1033
 EL1033  NAD 83(1986)-  34 59 09.07815(N)    097 59 16.39164(W) AD(       ) 2
 EL1033  NAD 27      -  34 59 08.84262(N)    097 59 15.23348(W) AD(       ) 2
 EL1033  NGVD 29             383.93   (m)         1259.6    (f) LEVELING    3  
 EL1033
 EL1033.Superseded values are not recommended for survey control.
 EL1033
 EL1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1033.See file dsdata.pdf to determine how the superseded data were derived.
 EL1033
 EL1033_MARKER: DB = BENCH MARK DISK
 EL1033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL1033_STAMPING: 1 TF 1948
 EL1033_MARK LOGO: USGS
 EL1033_PROJECTION: PROJECTING 8 CENTIMETERS
 EL1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL1033
 EL1033  HISTORY     - Date     Condition        Report By
 EL1033  HISTORY     - 1948     MONUMENTED       USGS
 EL1033  HISTORY     - 1957     GOOD             CGS
 EL1033
 EL1033                          STATION DESCRIPTION
 EL1033
 EL1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1033'STATION IS ABOUT 4 MILES SOUTHWEST OF CHICKASHA, IN THE NORTHWEST
 EL1033'1/4 OF SECTION 19, T 6 N, R 7 W.
 EL1033'
 EL1033'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 EL1033'1 TF 1948, SET IN THE TOP OF A ROUND, IRON PIPE FILLED WITH CONCRETE
 EL1033'AND PROJECTING 3 INCHES.  IT IS 27 FEET WEST OF THE CENTER OF A
 EL1033'NORTH-SOUTH ROAD, 23 FEET SOUTH OF AN EAST-WEST ROAD AND 3 FEET
 EL1033'SOUTHWEST OF A ROAD RIGHT-OF-WAY FENCE CORNER.  A TRAVERSE
 EL1033'CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION STATION COLE.
 EL1033'THE DISTANCE = 19.293 M. (63.30 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0315 ***********************************************************************
 FJ0315  DESIGNATION -  10
 FJ0315  PID         -  FJ0315
 FJ0315  STATE/COUNTY-  OK/PAYNE
 FJ0315  COUNTRY     -  US
 FJ0315  USGS QUAD   -  PERKINS (2018)
 FJ0315
 FJ0315                         *CURRENT SURVEY CONTROL
 FJ0315  ______________________________________________________________________
 FJ0315* NAD 83(1986) POSITION- 35 57 22.     (N) 097 02 02.     (W)   SCALED
 FJ0315* NAVD 88 ORTHO HEIGHT -   254.598 (meters)      835.29  (feet) ADJUSTED
 FJ0315  ______________________________________________________________________
 FJ0315  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 FJ0315  DYNAMIC HEIGHT  -        254.367 (meters)      834.54  (feet) COMP
 FJ0315  MODELED GRAVITY -    979,720.8   (mgal)                       NAVD 88
 FJ0315
 FJ0315  VERT ORDER      -  SECOND    CLASS 0
 FJ0315
 FJ0315.The horizontal coordinates were scaled from a map and have
 FJ0315.an estimated accuracy of +/- 6 seconds.
 FJ0315
 FJ0315.The orthometric height was determined by differential leveling and
 FJ0315.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0315.in June 1991.
 FJ0315
 FJ0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0315.GEOID18 height accuracy estimate available here.
 FJ0315
 FJ0315.Click photographs - Photos may exist for this station.
 FJ0315
 FJ0315.The dynamic height is computed by dividing the NAVD 88
 FJ0315.geopotential number by the normal gravity value computed on the
 FJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0315.degrees latitude (g = 980.6199 gals.).
 FJ0315
 FJ0315.The modeled gravity was interpolated from observed gravity values.
 FJ0315
 FJ0315;                    North         East    Units  Estimated Accuracy
 FJ0315;SPC OK N     -   106,520.      687,150.      MT  (+/- 180 meters Scaled)
 FJ0315
 FJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE773808(NAD 83)
 FJ0315
 FJ0315                          SUPERSEDED SURVEY CONTROL
 FJ0315
 FJ0315  NGVD 29 (??/??/92)  254.486  (m)          834.93   (f) ADJ UNCH    2 0
 FJ0315
 FJ0315.Superseded values are not recommended for survey control.
 FJ0315
 FJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0315.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0315
 FJ0315_MARKER: P = PIPE CAP
 FJ0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0315_STAMPING: 10 836 ADJ 1903
 FJ0315_MARK LOGO: USGS
 FJ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0315
 FJ0315  HISTORY     - Date     Condition        Report By
 FJ0315  HISTORY     - 1905     MONUMENTED       USGS
 FJ0315  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0315
 FJ0315                          STATION DESCRIPTION
 FJ0315
 FJ0315'DESCRIBED BY US GEOLOGICAL SURVEY 1905 (ETK)
 FJ0315'AT PERKINS.
 FJ0315'AT PERKINS, PAYNE COUNTY, ON THE ABANDONED ATCHISON, TOPEKA AND
 FJ0315'SANTA FE RAILWAY, ABOUT 200 FEET EAST OF THE STATION, 40 FEET
 FJ0315'SOUTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING, 36 FEET
 FJ0315'WEST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF THE
 FJ0315'CENTERLINE OF THE OLD ROADBED, AND 18 FEET SOUTHEAST OF A SWITCH
 FJ0315'STAND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FJ0315'10 836 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 FJ0315
 FJ0315                          STATION RECOVERY (1964)
 FJ0315
 FJ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0230 ***********************************************************************
 GH0230  DESIGNATION -  10 A 1 TT
 GH0230  PID         -  GH0230
 GH0230  STATE/COUNTY-  OK/KAY
 GH0230  COUNTRY     -  US
 GH0230  USGS QUAD   -  BLACKWELL (2018)
 GH0230
 GH0230                         *CURRENT SURVEY CONTROL
 GH0230  ______________________________________________________________________
 GH0230* NAD 83(1986) POSITION- 36 48 15.75   (N) 097 17 15.73   (W)   HD_HELD1
 GH0230* NAVD 88 ORTHO HEIGHT -   311.180 (meters)     1020.93  (feet) ADJUSTED
 GH0230  ______________________________________________________________________
 GH0230  GEOID HEIGHT    -        -28.764 (meters)                     GEOID18
 GH0230  DYNAMIC HEIGHT  -        310.916 (meters)     1020.06  (feet) COMP
 GH0230  MODELED GRAVITY -    979,772.4   (mgal)                       NAVD 88
 GH0230
 GH0230  VERT ORDER      -  SECOND    CLASS 0
 GH0230
 GH0230.The horizontal coordinates were determined by differentially corrected
 GH0230.hand held GPS observations or other comparable positioning techniques
 GH0230.and have an estimated accuracy of +/- 3 meters.
 GH0230
 GH0230.The orthometric height was determined by differential leveling and
 GH0230.adjusted by the NATIONAL GEODETIC SURVEY
 GH0230.in June 1991.
 GH0230
 GH0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0230.GEOID18 height accuracy estimate available here.
 GH0230
 GH0230.Click photographs - Photos may exist for this station.
 GH0230
 GH0230.The dynamic height is computed by dividing the NAVD 88
 GH0230.geopotential number by the normal gravity value computed on the
 GH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0230.degrees latitude (g = 980.6199 gals.).
 GH0230
 GH0230.The modeled gravity was interpolated from observed gravity values.
 GH0230
 GH0230;                    North         East    Units  Estimated Accuracy
 GH0230;SPC OK N     -   200,441.0     663,564.7     MT  (+/- 3 meters HH1 GPS) 
 GH0230
 GH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5274974539(NAD 83)
 GH0230
 GH0230                          SUPERSEDED SURVEY CONTROL
 GH0230
 GH0230  NGVD 29 (??/??/92)  311.068  (m)         1020.56   (f) ADJ UNCH    2 0
 GH0230
 GH0230.Superseded values are not recommended for survey control.
 GH0230
 GH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0230.See file dsdata.pdf to determine how the superseded data were derived.
 GH0230
 GH0230_MARKER: DD = SURVEY DISK
 GH0230_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0230_STAMPING: 10 A 1 TT 1934
 GH0230_MARK LOGO: CGS+SS
 GH0230_PROJECTION: FLUSH
 GH0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0230+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 GH0230
 GH0230  HISTORY     - Date     Condition        Report By
 GH0230  HISTORY     - 1934     MONUMENTED       OKGS
 GH0230  HISTORY     - 20140122 GOOD             GEOCAC
 GH0230  HISTORY     - 20180710 GOOD             OKDOT
 GH0230
 GH0230                          STATION DESCRIPTION
 GH0230
 GH0230'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GH0230'AT BLACKWELL.
 GH0230'AT BLACKWELL, KAY COUNTY, ABOUT 355 FEET NORTH OF THE NORTH END
 GH0230'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT THE
 GH0230'CROSSING OF BLACKWELL AVENUE, 24.6 FEET NORTH OF THE CENTER LINE
 GH0230'OF THE AVENUE, AND 22.3 FEET EAST OF THE CENTER LINE OF THE
 GH0230'MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 10 A 1 TT 1934
 GH0230'AND SET IN THE TOP OF A CONCRETE POST.
 GH0230
 GH0230                          STATION RECOVERY (2014)
 GH0230
 GH0230'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0230'THE MARK IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS
 GH0230'FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF A STEEL POST.
 GH0230
 GH0230                          STATION RECOVERY (2018)
 GH0230
 GH0230'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0230'IT IS 15 FT (4.6 M) NORTHWEST OF A SINGLE LIGHT POLE.  THE STEEL POST
 GH0230'1 FT (0.3 M) TO THE NORTH IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0305 ***********************************************************************
 GJ0305  DESIGNATION -  10 C 27
 GJ0305  PID         -  GJ0305
 GJ0305  STATE/COUNTY-  OK/ELLIS
 GJ0305  COUNTRY     -  US
 GJ0305  USGS QUAD   -  GAGE (2018)
 GJ0305
 GJ0305                         *CURRENT SURVEY CONTROL
 GJ0305  ______________________________________________________________________
 GJ0305* NAD 83(1986) POSITION- 36 18 02.77   (N) 099 45 59.56   (W)   HD_HELD1
 GJ0305* NAVD 88 ORTHO HEIGHT -   667.087 (meters)     2188.60  (feet) ADJUSTED
 GJ0305  ______________________________________________________________________
 GJ0305  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 GJ0305  DYNAMIC HEIGHT  -        666.417 (meters)     2186.40  (feet) COMP
 GJ0305  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 GJ0305
 GJ0305  VERT ORDER      -  FIRST     CLASS II
 GJ0305
 GJ0305.The horizontal coordinates were determined by differentially corrected
 GJ0305.hand held GPS observations or other comparable positioning techniques
 GJ0305.and have an estimated accuracy of +/- 3 meters.
 GJ0305
 GJ0305.The orthometric height was determined by differential leveling and
 GJ0305.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0305.in June 1991.
 GJ0305
 GJ0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0305.GEOID18 height accuracy estimate available here.
 GJ0305
 GJ0305.Click photographs - Photos may exist for this station.
 GJ0305
 GJ0305.The dynamic height is computed by dividing the NAVD 88
 GJ0305.geopotential number by the normal gravity value computed on the
 GJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0305.degrees latitude (g = 980.6199 gals.).
 GJ0305
 GJ0305.The modeled gravity was interpolated from observed gravity values.
 GJ0305
 GJ0305;                    North         East    Units  Estimated Accuracy
 GJ0305;SPC OK N     -   145,768.1     441,345.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0305
 GJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3117517581(NAD 83)
 GJ0305
 GJ0305                          SUPERSEDED SURVEY CONTROL
 GJ0305
 GJ0305  NGVD 29 (??/??/92)  666.796  (m)         2187.65   (f) ADJ UNCH    1 2
 GJ0305
 GJ0305.Superseded values are not recommended for survey control.
 GJ0305
 GJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0305.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0305
 GJ0305_MARKER: DD = SURVEY DISK
 GJ0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0305_STAMPING: 10 C 27 TT 1934
 GJ0305_MARK LOGO: CGS+SS
 GJ0305_PROJECTION: PROJECTING 10 CENTIMETERS
 GJ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0305
 GJ0305  HISTORY     - Date     Condition        Report By
 GJ0305  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0305  HISTORY     - 1945     GOOD             CGS
 GJ0305  HISTORY     - 1948     POOR             CGS
 GJ0305
 GJ0305                          STATION DESCRIPTION
 GJ0305
 GJ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0305'1.8 MI SW FROM GAGE.
 GJ0305'IT IS 1.8 MILES SOUTHWEST OF GAGE, 0.2 MILE NORTH OF THE ENTRANCE
 GJ0305'TO THE GAGE MUNICIPAL AIRPORT, 36 FEET EAST OF THE CENTER LINE
 GJ0305'OF THE ROAD ALONG THE EAST SIDE OF THE AIRPORT AND 1 FOOT WEST
 GJ0305'OF THE RIGHT OF WAY FENCE.  IT PROJECTS ABOUT 4 INCHES.
 GJ0305
 GJ0305                          STATION RECOVERY (1948)
 GJ0305
 GJ0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 GJ0305'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0338 ***********************************************************************
 GJ0338  DESIGNATION -  10 C 35
 GJ0338  PID         -  GJ0338
 GJ0338  STATE/COUNTY-  OK/ELLIS
 GJ0338  COUNTRY     -  US
 GJ0338  USGS QUAD   -  SHATTUCK (2018)
 GJ0338
 GJ0338                         *CURRENT SURVEY CONTROL
 GJ0338  ______________________________________________________________________
 GJ0338* NAD 83(1986) POSITION- 36 16 23.42   (N) 099 52 53.17   (W)   HD_HELD1
 GJ0338* NAVD 88 ORTHO HEIGHT -   691.577 (meters)     2268.95  (feet) ADJUSTED
 GJ0338  ______________________________________________________________________
 GJ0338  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GJ0338  DYNAMIC HEIGHT  -        690.878 (meters)     2266.66  (feet) COMP
 GJ0338  MODELED GRAVITY -    979,600.1   (mgal)                       NAVD 88
 GJ0338
 GJ0338  VERT ORDER      -  SECOND    CLASS 0
 GJ0338
 GJ0338.The horizontal coordinates were determined by differentially corrected
 GJ0338.hand held GPS observations or other comparable positioning techniques
 GJ0338.and have an estimated accuracy of +/- 3 meters.
 GJ0338
 GJ0338.The orthometric height was determined by differential leveling and
 GJ0338.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0338.in June 1991.
 GJ0338
 GJ0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0338.GEOID18 height accuracy estimate available here.
 GJ0338
 GJ0338.Click photographs - Photos may exist for this station.
 GJ0338
 GJ0338.The dynamic height is computed by dividing the NAVD 88
 GJ0338.geopotential number by the normal gravity value computed on the
 GJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0338.degrees latitude (g = 980.6199 gals.).
 GJ0338
 GJ0338.The modeled gravity was interpolated from observed gravity values.
 GJ0338
 GJ0338;                    North         East    Units  Estimated Accuracy
 GJ0338;SPC OK N     -   142,900.4     430,969.3     MT  (+/- 3 meters HH1 GPS) 
 GJ0338
 GJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2083214608(NAD 83)
 GJ0338
 GJ0338                          SUPERSEDED SURVEY CONTROL
 GJ0338
 GJ0338  NGVD 29 (??/??/92)  691.278  (m)         2267.97   (f) ADJ UNCH    2 0
 GJ0338
 GJ0338.Superseded values are not recommended for survey control.
 GJ0338
 GJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0338.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0338
 GJ0338_MARKER: DD = SURVEY DISK
 GJ0338_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0338_STAMPING: 10 C 35 1934
 GJ0338_MARK LOGO: CGS+SS
 GJ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0338
 GJ0338  HISTORY     - Date     Condition        Report By
 GJ0338  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0338  HISTORY     - 1939     GOOD             CGS
 GJ0338
 GJ0338                          STATION DESCRIPTION
 GJ0338
 GJ0338'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0338'IN SHATTUCK.
 GJ0338'IN SHATTUCK ON THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 GJ0338'AND 4TH ST., 31.8 FEET EAST AND 25 FEET NORTH OF THE CENTER
 GJ0338'OF THE INTERSECTION IN FRONT OF THE CONTINENTAL OIL FILLING
 GJ0338'STATION.
 GJ0338
 GJ0338                          STATION RECOVERY (1939)
 GJ0338
 GJ0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GJ0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0339 ***********************************************************************
 GJ0339  DESIGNATION -  10 C 36
 GJ0339  PID         -  GJ0339
 GJ0339  STATE/COUNTY-  OK/ELLIS
 GJ0339  COUNTRY     -  US
 GJ0339  USGS QUAD   -  SHATTUCK (2018)
 GJ0339
 GJ0339                         *CURRENT SURVEY CONTROL
 GJ0339  ______________________________________________________________________
 GJ0339* NAD 83(1986) POSITION- 36 15 39.56   (N) 099 52 52.61   (W)   HD_HELD1
 GJ0339* NAVD 88 ORTHO HEIGHT -   697.692 (meters)     2289.01  (feet) ADJUSTED
 GJ0339  ______________________________________________________________________
 GJ0339  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0339  DYNAMIC HEIGHT  -        696.986 (meters)     2286.69  (feet) COMP
 GJ0339  MODELED GRAVITY -    979,598.0   (mgal)                       NAVD 88
 GJ0339
 GJ0339  VERT ORDER      -  SECOND    CLASS 0
 GJ0339
 GJ0339.The horizontal coordinates were determined by differentially corrected
 GJ0339.hand held GPS observations or other comparable positioning techniques
 GJ0339.and have an estimated accuracy of +/- 3 meters.
 GJ0339
 GJ0339.The orthometric height was determined by differential leveling and
 GJ0339.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0339.in June 1991.
 GJ0339
 GJ0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0339.GEOID18 height accuracy estimate available here.
 GJ0339
 GJ0339.Click photographs - Photos may exist for this station.
 GJ0339
 GJ0339.The dynamic height is computed by dividing the NAVD 88
 GJ0339.geopotential number by the normal gravity value computed on the
 GJ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0339.degrees latitude (g = 980.6199 gals.).
 GJ0339
 GJ0339.The modeled gravity was interpolated from observed gravity values.
 GJ0339
 GJ0339;                    North         East    Units  Estimated Accuracy
 GJ0339;SPC OK N     -   141,548.6     430,957.1     MT  (+/- 3 meters HH1 GPS) 
 GJ0339
 GJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2083313256(NAD 83)
 GJ0339
 GJ0339                          SUPERSEDED SURVEY CONTROL
 GJ0339
 GJ0339  NGVD 29 (??/??/92)  697.394  (m)         2288.03   (f) ADJ UNCH    2 0
 GJ0339
 GJ0339.Superseded values are not recommended for survey control.
 GJ0339
 GJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0339.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0339
 GJ0339_MARKER: DD = SURVEY DISK
 GJ0339_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0339_STAMPING: 10 C 36 TT 1934
 GJ0339_MARK LOGO: CGS+SS
 GJ0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0339
 GJ0339  HISTORY     - Date     Condition        Report By
 GJ0339  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0339  HISTORY     - 1934     GOOD             CGS
 GJ0339
 GJ0339                          STATION DESCRIPTION
 GJ0339
 GJ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0339'1.1 MI S FROM SHATTUCK.
 GJ0339'1.1 MILES SOUTH OF A.T. AND S.F. RR STATION AT SHATTUCK  0.4
 GJ0339'MILE SOUTH OF SHATTUCK CITY HOSPITAL.  70 FEET SOUTH OF SOUTHWEST
 GJ0339'CORNER SHATTUCK CEMETERY.  49 FEET EAST OF CENTER LINE OF U.S.
 GJ0339'HIGHWAY 283.  325 FEET SOUTH AND 49 FEET EAST OF 1/4 SECTION CORNER
 GJ0339'COMMON TO SECTIONS 28, AND 33, TOWNSHIP 21 NORTH, RANGE 25 WEST,
 GJ0339'1.0 FOOT WEST AND 1.3 FOOT NORTH OF PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0132 ***********************************************************************
 GJ0132  DESIGNATION -  10 D 28
 GJ0132  PID         -  GJ0132
 GJ0132  STATE/COUNTY-  OK/MAJOR
 GJ0132  COUNTRY     -  US
 GJ0132  USGS QUAD   -  TOGO (2018)
 GJ0132
 GJ0132                         *CURRENT SURVEY CONTROL
 GJ0132  ______________________________________________________________________
 GJ0132* NAD 83(1986) POSITION- 36 28 21.13   (N) 098 52 14.77   (W)   HD_HELD1
 GJ0132* NAVD 88 ORTHO HEIGHT -   436.743 (meters)     1432.88  (feet) ADJUSTED
 GJ0132  ______________________________________________________________________
 GJ0132  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 GJ0132  DYNAMIC HEIGHT  -        436.343 (meters)     1431.57  (feet) COMP
 GJ0132  MODELED GRAVITY -    979,702.5   (mgal)                       NAVD 88
 GJ0132
 GJ0132  VERT ORDER      -  SECOND    CLASS 0
 GJ0132
 GJ0132.The horizontal coordinates were determined by differentially corrected
 GJ0132.hand held GPS observations or other comparable positioning techniques
 GJ0132.and have an estimated accuracy of +/- 3 meters.
 GJ0132
 GJ0132.The orthometric height was determined by differential leveling and
 GJ0132.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0132.in June 1991.
 GJ0132
 GJ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0132.GEOID18 height accuracy estimate available here.
 GJ0132
 GJ0132.Click photographs - Photos may exist for this station.
 GJ0132
 GJ0132.The dynamic height is computed by dividing the NAVD 88
 GJ0132.geopotential number by the normal gravity value computed on the
 GJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0132.degrees latitude (g = 980.6199 gals.).
 GJ0132
 GJ0132.The modeled gravity was interpolated from observed gravity values.
 GJ0132
 GJ0132;                    North         East    Units  Estimated Accuracy
 GJ0132;SPC OK N     -   163,734.1     521,963.5     MT  (+/- 3 meters HH1 GPS) 
 GJ0132
 GJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1157736369(NAD 83)
 GJ0132
 GJ0132                          SUPERSEDED SURVEY CONTROL
 GJ0132
 GJ0132  NGVD 29 (??/??/92)  436.549  (m)         1432.24   (f) ADJ UNCH    2 0
 GJ0132
 GJ0132.Superseded values are not recommended for survey control.
 GJ0132
 GJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0132.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0132
 GJ0132_MARKER: DD = SURVEY DISK
 GJ0132_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0132_STAMPING: 10 D 28 TT 1934
 GJ0132_MARK LOGO: CGS+SS
 GJ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0132
 GJ0132  HISTORY     - Date     Condition        Report By
 GJ0132  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0132  HISTORY     - 1935     GOOD             CGS
 GJ0132
 GJ0132                          STATION DESCRIPTION
 GJ0132
 GJ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0132'7.7 MI SE FROM BELVA.
 GJ0132'7.7 MILES SOUTHEAST OF SANTA FE STATION AT BELVA, 0.6 MILE NORTH
 GJ0132'OF JUNCTION OF STATE HIGHWAYS 14 AND 15, 30 FEET EAST OF CENTER
 GJ0132'LINE OF STATE HIGHWAYS 14 AND 15, AT TOP OF KNOLL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0126 ***********************************************************************
 GJ0126  DESIGNATION -  10 D 37
 GJ0126  PID         -  GJ0126
 GJ0126  STATE/COUNTY-  OK/MAJOR
 GJ0126  COUNTRY     -  US
 GJ0126  USGS QUAD   -  GLASS MOUNTAINS NW (2018)
 GJ0126
 GJ0126                         *CURRENT SURVEY CONTROL
 GJ0126  ______________________________________________________________________
 GJ0126* NAD 83(1986) POSITION- 36 24 52.06   (N) 098 42 41.62   (W)   HD_HELD1
 GJ0126* NAVD 88 ORTHO HEIGHT -   403.794 (meters)     1324.78  (feet) ADJUSTED
 GJ0126  ______________________________________________________________________
 GJ0126  GEOID HEIGHT    -        -27.922 (meters)                     GEOID18
 GJ0126  DYNAMIC HEIGHT  -        403.425 (meters)     1323.57  (feet) COMP
 GJ0126  MODELED GRAVITY -    979,707.1   (mgal)                       NAVD 88
 GJ0126
 GJ0126  VERT ORDER      -  SECOND    CLASS 0
 GJ0126
 GJ0126.The horizontal coordinates were determined by differentially corrected
 GJ0126.hand held GPS observations or other comparable positioning techniques
 GJ0126.and have an estimated accuracy of +/- 3 meters.
 GJ0126
 GJ0126.The orthometric height was determined by differential leveling and
 GJ0126.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0126.in June 1991.
 GJ0126
 GJ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0126.GEOID18 height accuracy estimate available here.
 GJ0126
 GJ0126.Click photographs - Photos may exist for this station.
 GJ0126
 GJ0126.The dynamic height is computed by dividing the NAVD 88
 GJ0126.geopotential number by the normal gravity value computed on the
 GJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0126.degrees latitude (g = 980.6199 gals.).
 GJ0126
 GJ0126.The modeled gravity was interpolated from observed gravity values.
 GJ0126
 GJ0126;                    North         East    Units  Estimated Accuracy
 GJ0126;SPC OK N     -   157,173.8     536,183.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0126
 GJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2585929958(NAD 83)
 GJ0126
 GJ0126                          SUPERSEDED SURVEY CONTROL
 GJ0126
 GJ0126  NGVD 29 (??/??/92)  403.608  (m)         1324.17   (f) ADJ UNCH    2 0
 GJ0126
 GJ0126.Superseded values are not recommended for survey control.
 GJ0126
 GJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0126.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0126
 GJ0126_MARKER: DD = SURVEY DISK
 GJ0126_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0126_STAMPING: 10 D 37 TT 1934
 GJ0126_MARK LOGO: CGS+SS
 GJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0126
 GJ0126  HISTORY     - Date     Condition        Report By
 GJ0126  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0126  HISTORY     - 1935     GOOD             CGS
 GJ0126
 GJ0126                          STATION DESCRIPTION
 GJ0126
 GJ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0126'17.3 MI NW FROM ORIENTA.
 GJ0126'17.3 MILES NORTHWEST OF SANTA FE STATION AT ORIENTA 390 FEET
 GJ0126'NORTH OF WHERE STATE HIGHWAY 15 MAKES RIGHT ANGLE CURVE TO WEST,
 GJ0126'30 FEET EAST OF CENTER LINE OF STATE HIGHWAY 15, AT TOP OF BANK
 GJ0126'OF CIMARRON RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0124 ***********************************************************************
 GJ0124  DESIGNATION -  10 D 38
 GJ0124  PID         -  GJ0124
 GJ0124  STATE/COUNTY-  OK/MAJOR
 GJ0124  COUNTRY     -  US
 GJ0124  USGS QUAD   -  GLASS MOUNTAINS NW (2018)
 GJ0124
 GJ0124                         *CURRENT SURVEY CONTROL
 GJ0124  ______________________________________________________________________
 GJ0124* NAD 83(1986) POSITION- 36 23 48.04   (N) 098 42 42.43   (W)   HD_HELD1
 GJ0124* NAVD 88 ORTHO HEIGHT -   409.438 (meters)     1343.30  (feet) ADJUSTED
 GJ0124  ______________________________________________________________________
 GJ0124  GEOID HEIGHT    -        -27.896 (meters)                     GEOID18
 GJ0124  DYNAMIC HEIGHT  -        409.064 (meters)     1342.07  (feet) COMP
 GJ0124  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 GJ0124
 GJ0124  VERT ORDER      -  SECOND    CLASS 0
 GJ0124
 GJ0124.The horizontal coordinates were determined by differentially corrected
 GJ0124.hand held GPS observations or other comparable positioning techniques
 GJ0124.and have an estimated accuracy of +/- 3 meters.
 GJ0124
 GJ0124.The orthometric height was determined by differential leveling and
 GJ0124.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0124.in June 1991.
 GJ0124
 GJ0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0124.GEOID18 height accuracy estimate available here.
 GJ0124
 GJ0124.Click photographs - Photos may exist for this station.
 GJ0124
 GJ0124.The dynamic height is computed by dividing the NAVD 88
 GJ0124.geopotential number by the normal gravity value computed on the
 GJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0124.degrees latitude (g = 980.6199 gals.).
 GJ0124
 GJ0124.The modeled gravity was interpolated from observed gravity values.
 GJ0124
 GJ0124;                    North         East    Units  Estimated Accuracy
 GJ0124;SPC OK N     -   155,200.8     536,149.2     MT  (+/- 3 meters HH1 GPS) 
 GJ0124
 GJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2584527985(NAD 83)
 GJ0124
 GJ0124                          SUPERSEDED SURVEY CONTROL
 GJ0124
 GJ0124  NGVD 29 (??/??/92)  409.253  (m)         1342.69   (f) ADJ UNCH    2 0
 GJ0124
 GJ0124.Superseded values are not recommended for survey control.
 GJ0124
 GJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0124.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0124
 GJ0124_MARKER: DD = SURVEY DISK
 GJ0124_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0124_STAMPING: 10 D 38 TT 1934
 GJ0124_MARK LOGO: CGS+SS
 GJ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0124
 GJ0124  HISTORY     - Date     Condition        Report By
 GJ0124  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0124  HISTORY     - 1935     GOOD             CGS
 GJ0124
 GJ0124                          STATION DESCRIPTION
 GJ0124
 GJ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0124'16.2 MI NW FROM ORIENTA.
 GJ0124'16.1 MILES NORTHWEST OF SANTA FE STATION AT ORIENTA 0.3 MILE
 GJ0124'NORTH OF FARM HOUSE, 0.1 MILE SOUTH OF CANYON, 38 FEET WEST OF
 GJ0124'CENTER LINE OF STATE HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0121 ***********************************************************************
 GJ0121  DESIGNATION -  10 D 40
 GJ0121  PID         -  GJ0121
 GJ0121  STATE/COUNTY-  OK/MAJOR
 GJ0121  COUNTRY     -  US
 GJ0121  USGS QUAD   -  GLASS MOUNTAINS SW (2018)
 GJ0121
 GJ0121                         *CURRENT SURVEY CONTROL
 GJ0121  ______________________________________________________________________
 GJ0121* NAD 83(1986) POSITION- 36 22 04.32   (N) 098 39 32.96   (W)   HD_HELD1
 GJ0121* NAVD 88 ORTHO HEIGHT -   415.803 (meters)     1364.18  (feet) ADJUSTED
 GJ0121  ______________________________________________________________________
 GJ0121  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 GJ0121  DYNAMIC HEIGHT  -        415.425 (meters)     1362.94  (feet) COMP
 GJ0121  MODELED GRAVITY -    979,709.4   (mgal)                       NAVD 88
 GJ0121
 GJ0121  VERT ORDER      -  SECOND    CLASS 0
 GJ0121
 GJ0121.The horizontal coordinates were determined by differentially corrected
 GJ0121.hand held GPS observations or other comparable positioning techniques
 GJ0121.and have an estimated accuracy of +/- 3 meters.
 GJ0121
 GJ0121.The orthometric height was determined by differential leveling and
 GJ0121.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0121.in June 1991.
 GJ0121
 GJ0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0121.GEOID18 height accuracy estimate available here.
 GJ0121
 GJ0121.Click photographs - Photos may exist for this station.
 GJ0121
 GJ0121.The dynamic height is computed by dividing the NAVD 88
 GJ0121.geopotential number by the normal gravity value computed on the
 GJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0121.degrees latitude (g = 980.6199 gals.).
 GJ0121
 GJ0121.The modeled gravity was interpolated from observed gravity values.
 GJ0121
 GJ0121;                    North         East    Units  Estimated Accuracy
 GJ0121;SPC OK N     -   151,970.6     540,848.7     MT  (+/- 3 meters HH1 GPS) 
 GJ0121
 GJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3057624805(NAD 83)
 GJ0121
 GJ0121                          SUPERSEDED SURVEY CONTROL
 GJ0121
 GJ0121  NGVD 29 (??/??/92)  415.623  (m)         1363.59   (f) ADJ UNCH    2 0
 GJ0121
 GJ0121.Superseded values are not recommended for survey control.
 GJ0121
 GJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0121.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0121
 GJ0121_MARKER: DD = SURVEY DISK
 GJ0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0121_STAMPING: 10 D 40 TT 1934
 GJ0121_MARK LOGO: CGS+SS
 GJ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0121
 GJ0121  HISTORY     - Date     Condition        Report By
 GJ0121  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0121  HISTORY     - 1935     GOOD             CGS
 GJ0121
 GJ0121                          STATION DESCRIPTION
 GJ0121
 GJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0121'10.2 MI W FROM ORIENTA.
 GJ0121'10.28 MILES WEST OF SANTA FE STATION AT ORIENTA 346 FEET WEST OF
 GJ0121'CENTER LINE OF STATE HIGHWAY 15, 90 FEET NORTHWEST OF NORTHWEST
 GJ0121'CORNER OF CONSOLIDATED SCHOOL NO. 2, 1 FOOT EAST OF WEST FENCE,
 GJ0121'AT WEST END OF STORM CELAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1012 ***********************************************************************
 GH1012  DESIGNATION -  10 L 22 TT
 GH1012  PID         -  GH1012
 GH1012  STATE/COUNTY-  OK/OSAGE
 GH1012  COUNTRY     -  US
 GH1012  USGS QUAD   -  CHARLEY CREEK EAST (2018)
 GH1012
 GH1012                         *CURRENT SURVEY CONTROL
 GH1012  ______________________________________________________________________
 GH1012* NAD 83(1997) POSITION- 36 42 50.02267(N) 096 50 01.89267(W)   ADJUSTED
 GH1012* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 GH1012  ______________________________________________________________________
 GH1012  GEOID HEIGHT    -        -28.817 (meters)                     GEOID18
 GH1012  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 GH1012  HORZ ORDER      -  SECOND
 GH1012
 GH1012.The horizontal coordinates were established by classical geodetic methods
 GH1012.and adjusted by the National Geodetic Survey in October 1998.
 GH1012
 GH1012.The orthometric height was scaled from a topographic map.
 GH1012
 GH1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1012.GEOID18 height accuracy estimate available here.
 GH1012
 GH1012.Click photographs - Photos may exist for this station.
 GH1012
 GH1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1012
 GH1012. The following values were computed from the NAD 83(1997) position.
 GH1012
 GH1012;                    North         East     Units Scale Factor Converg.
 GH1012;SPC OK N     -   190,792.727   704,184.302   MT  0.99999080   +0 41 17.5
 GH1012;SPC OK N     -   625,959.14  2,310,311.33   sFT  0.99999080   +0 41 17.5
 GH1012;UTM  14      - 4,065,321.514   693,467.681   MT  1.00006115   +1 17 43.3
 GH1012
 GH1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1012!SPC OK N     -   0.99994769  x   0.99999080  =   0.99993849
 GH1012!UTM  14      -   0.99994769  x   1.00006115  =   1.00000884
 GH1012
 GH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9346765321(NAD 83)
 GH1012
 GH1012                          SUPERSEDED SURVEY CONTROL
 GH1012
 GH1012  NAD 83(1993)-  36 42 50.02283(N)    096 50 01.89236(W) AD(       ) 2
 GH1012  NAD 83(1986)-  36 42 50.03577(N)    096 50 01.88044(W) AD(       ) 2
 GH1012  NAD 27      -  36 42 49.89996(N)    096 50 00.75521(W) AD(       ) 2
 GH1012
 GH1012.Superseded values are not recommended for survey control.
 GH1012
 GH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1012.See file dsdata.pdf to determine how the superseded data were derived.
 GH1012
 GH1012_MARKER: DD = SURVEY DISK
 GH1012_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH1012_STAMPING: 10 L 22 TT 1939
 GH1012_MARK LOGO: OKCC
 GH1012_PROJECTION: PROJECTING 13 CENTIMETERS
 GH1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH1012
 GH1012  HISTORY     - Date     Condition        Report By
 GH1012  HISTORY     - 1939     MONUMENTED       OKCC
 GH1012  HISTORY     - 1963     GOOD             OKGS
 GH1012
 GH1012                          STATION DESCRIPTION
 GH1012
 GH1012'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1963 (JCC)
 GH1012'CONSERVATION COMMISSION OF OKLAHOMA, STATE SURVEY STATION
 GH1012'10 L 22 TT 1939 IS A BRONZE DISK, STAMPED 10 L 22 TT 1939 SET
 GH1012'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 GH1012'5 INCHES.
 GH1012'
 GH1012'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHARLEY,
 GH1012'THE DISTANCE BEING 40.77 FEET (12.426 METERS) SOUTH OF CHARLEY.
 GH1012'
 GH1012'THE STATION IS LOCATED ABOUT 14 MILES EAST OF PONCA CITY,
 GH1012'ABOUT 6 MILES EAST-NORTHEAST OF BURBANK AND ABOUT 3 MILES SOUTH
 GH1012'OF KAW CITY.  IT IS 34 FEET WEST OF THE CENTERLINE OF A GRAVEL
 GH1012'ROAD AND 1 FOOT WEST OF A FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0338 ***********************************************************************
 GG0338  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0338  DESIGNATION -  100
 GG0338  PID         -  GG0338
 GG0338  STATE/COUNTY-  OK/MAYES
 GG0338  COUNTRY     -  US
 GG0338  USGS QUAD   -  CHOUTEAU (2019)
 GG0338
 GG0338                         *CURRENT SURVEY CONTROL
 GG0338  ______________________________________________________________________
 GG0338* NAD 83(2011) POSITION- 36 14 56.03261(N) 095 20 11.63417(W)   ADJUSTED
 GG0338* NAD 83(2011) ELLIP HT-   160.550 (meters)        (01/29/24)   ADJUSTED
 GG0338* NAD 83(2011) EPOCH   -  2010.00
 GG0338* NAVD 88 ORTHO HEIGHT -   189.72  (meters)      622.4   (feet) GPS OBS
 GG0338  ______________________________________________________________________
 GG0338  GEOID HEIGHT    -        -29.168 (meters)                     GEOID18
 GG0338  NAD 83(2011) X  -   -478,966.711 (meters)                     COMP
 GG0338  NAD 83(2011) Y  - -5,127,524.526 (meters)                     COMP
 GG0338  NAD 83(2011) Z  -  3,750,594.743 (meters)                     COMP
 GG0338  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 GG0338
 GG0338  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0338  Standards:
 GG0338         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0338            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0338  -------------------------------------------------------------------
 GG0338  NETWORK    0.63   0.92           0.28   0.23   0.47     -0.04747268
 GG0338  -------------------------------------------------------------------
 GG0338  Click here for local accuracies and other accuracy information.
 GG0338
 GG0338.The horizontal coordinates were established by GPS observations
 GG0338.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0338
 GG0338.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0338.been affixed to the stable North American tectonic plate. See 
 GG0338.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0338
 GG0338.The horizontal coordinates are valid at the epoch date displayed above
 GG0338.which is a decimal equivalence of Year/Month/Day.
 GG0338
 GG0338.The orthometric height was determined by GPS observations and a
 GG0338.high-resolution geoid model using precise GPS observation and
 GG0338.processing techniques.
 GG0338
 GG0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0338.GEOID18 height accuracy estimate available here.
 GG0338
 GG0338.Click photographs - Photos may exist for this station.
 GG0338
 GG0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0338
 GG0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0338
 GG0338.The ellipsoidal height was determined by GPS observations
 GG0338.and is referenced to NAD 83.
 GG0338
 GG0338. The following values were computed from the NAD 83(2011) position.
 GG0338
 GG0338;                    North         East     Units Scale Factor Converg.
 GG0338;SPC OK N     -   141,852.375   839,345.387   MT  0.99994642   +1 34 18.5
 GG0338;SPC OK N     -   465,394.00  2,753,752.32   sFT  0.99994642   +1 34 18.5
 GG0338;UTM  15      - 4,014,087.484   290,057.017   MT  1.00014310   -1 22 55.6
 GG0338
 GG0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0338!SPC OK N     -   0.99997480  x   0.99994642  =   0.99992122
 GG0338!UTM  15      -   0.99997480  x   1.00014310  =   1.00011790
 GG0338
 GG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9005714087(NAD 83)
 GG0338
 GG0338                          SUPERSEDED SURVEY CONTROL
 GG0338
 GG0338  NGVD 29 (??/??/92)  189.614  (m)          622.09   (f) ADJ UNCH       
 GG0338
 GG0338.Superseded values are not recommended for survey control.
 GG0338
 GG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0338.See file dsdata.pdf to determine how the superseded data were derived.
 GG0338
 GG0338_MARKER: X = CHISELED CROSS
 GG0338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0338_SP_SET: CULVERT HEADWALL
 GG0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0338+STABILITY: SURFACE MOTION
 GG0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0338+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2024
 GG0338
 GG0338  HISTORY     - Date     Condition        Report By
 GG0338  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0338  HISTORY     - 1934     GOOD             CGS
 GG0338  HISTORY     - 1960     GOOD             CGS
 GG0338  HISTORY     - 20040328 GOOD             INDIV
 GG0338  HISTORY     - 20240102 GOOD             OKDOT
 GG0338
 GG0338                          STATION DESCRIPTION
 GG0338
 GG0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0338'4.2 MI S FROM PRYOR.
 GG0338'4.2 MILES SOUTH OF PRYOR M-K AND T. RR. STATION NORTH END OF
 GG0338'EAST HEAD-WALL OF CULVERT 5 POLES NORTH OF MILEPOST 468 ON
 GG0338'MISSOURI-KANSAS AND TEXAS RAILROAD.
 GG0338
 GG0338                          STATION RECOVERY (1960)
 GG0338
 GG0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0338'RECOVERED IN GOOD CONDITION.
 GG0338
 GG0338                          STATION RECOVERY (2004)
 GG0338
 GG0338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BLK)
 GG0338'RECOVERED AS DESCRIBED
 GG0338
 GG0338                          STATION RECOVERY (2024)
 GG0338
 GG0338'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 GG0338'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF LOCUST
 GG0338'GROVE, 4.4 MI (7.1 KM) NORTH OF CHOUTEAU AND 4.2 MI (6.8 KM)
 GG0338'SOUTH-SOUTHWEST OF PRYOR.
 GG0338'
 GG0338'IT IS A CHISELED CROSS SET IN THE SOUTH END OF THE EAST HEADWALL ON A
 GG0338'CONCRETE CULVERT.  IT IS APPROXIMATELY 453  NORTH OF THE INTERSECTION
 GG0338'OF US-69 AND SH-69A.  IT IS APPROXIMATELY 120  WEST OF THE WEST EDGE
 GG0338'OF ASPHALT FOR SOUTHBOUND US-69.  IT IS APPROXIMATELY 148  SOUTH OF W.
 GG0338'530 ROAD, ALONG THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0141 ***********************************************************************
 FJ0141  DESIGNATION -  1002
 FJ0141  PID         -  FJ0141
 FJ0141  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0141  COUNTRY     -  US
 FJ0141  USGS QUAD   -  AYDELOTTE (2018)
 FJ0141
 FJ0141                         *CURRENT SURVEY CONTROL
 FJ0141  ______________________________________________________________________
 FJ0141* NAD 83(1986) POSITION- 35 23 06.     (N) 096 54 58.     (W)   SCALED
 FJ0141* NAVD 88 ORTHO HEIGHT -   305.865 (meters)     1003.49  (feet) ADJUSTED
 FJ0141  ______________________________________________________________________
 FJ0141  GEOID HEIGHT    -        -27.234 (meters)                     GEOID18
 FJ0141  DYNAMIC HEIGHT  -        305.575 (meters)     1002.54  (feet) COMP
 FJ0141  MODELED GRAVITY -    979,679.2   (mgal)                       NAVD 88
 FJ0141
 FJ0141  VERT ORDER      -  SECOND    CLASS 0
 FJ0141
 FJ0141.The horizontal coordinates were scaled from a map and have
 FJ0141.an estimated accuracy of +/- 6 seconds.
 FJ0141
 FJ0141.The orthometric height was determined by differential leveling and
 FJ0141.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0141.in June 1991.
 FJ0141
 FJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0141.GEOID18 height accuracy estimate available here.
 FJ0141
 FJ0141.Click photographs - Photos may exist for this station.
 FJ0141
 FJ0141.The dynamic height is computed by dividing the NAVD 88
 FJ0141.geopotential number by the normal gravity value computed on the
 FJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0141.degrees latitude (g = 980.6199 gals.).
 FJ0141
 FJ0141.The modeled gravity was interpolated from observed gravity values.
 FJ0141
 FJ0141;                    North         East    Units  Estimated Accuracy
 FJ0141;SPC OK S     -   228,120.      698,480.      MT  (+/- 180 meters Scaled)
 FJ0141
 FJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE892177(NAD 83)
 FJ0141
 FJ0141                          SUPERSEDED SURVEY CONTROL
 FJ0141
 FJ0141  NGVD 29 (??/??/92)  305.779  (m)         1003.21   (f) ADJ UNCH    2 0
 FJ0141
 FJ0141.Superseded values are not recommended for survey control.
 FJ0141
 FJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0141.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0141
 FJ0141_MARKER: DB = BENCH MARK DISK
 FJ0141_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0141_STAMPING: 1002 ADJ 1903
 FJ0141_MARK LOGO: USGS
 FJ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0141
 FJ0141  HISTORY     - Date     Condition        Report By
 FJ0141  HISTORY     - 1905     MONUMENTED       USGS
 FJ0141  HISTORY     - 1934     GOOD             CGS
 FJ0141  HISTORY     - 1969     POOR
 FJ0141
 FJ0141                          STATION DESCRIPTION
 FJ0141
 FJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0141'4 MI N FROM SHAWNEE.
 FJ0141'ABOUT 4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0141'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, IN THE
 FJ0141'TOP OF STONE MILEPOST 128, AND 24 FEET WEST OF THE CENTER LINE
 FJ0141'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FJ0141'STAMPED 1002 ADJ 1903.  NOTE-- LEANING SEVERELY AND APPARENTLY
 FJ0141'SETTLED.
 FJ0141
 FJ0141                          STATION RECOVERY (1969)
 FJ0141
 FJ0141'RECOVERED 1969
 FJ0141'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0137 ***********************************************************************
 FJ0137  DESIGNATION -  101
 FJ0137  PID         -  FJ0137
 FJ0137  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0137  COUNTRY     -  US
 FJ0137  USGS QUAD   -  SHAWNEE (2018)
 FJ0137
 FJ0137                         *CURRENT SURVEY CONTROL
 FJ0137  ______________________________________________________________________
 FJ0137* NAD 83(1986) POSITION- 35 20 32.     (N) 096 55 07.     (W)   SCALED
 FJ0137* NAVD 88 ORTHO HEIGHT -   316.921 (meters)     1039.77  (feet) ADJUSTED
 FJ0137  ______________________________________________________________________
 FJ0137  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 FJ0137  DYNAMIC HEIGHT  -        316.620 (meters)     1038.78  (feet) COMP
 FJ0137  MODELED GRAVITY -    979,675.2   (mgal)                       NAVD 88
 FJ0137
 FJ0137  VERT ORDER      -  SECOND    CLASS 0
 FJ0137
 FJ0137.The horizontal coordinates were scaled from a map and have
 FJ0137.an estimated accuracy of +/- 6 seconds.
 FJ0137
 FJ0137.The orthometric height was determined by differential leveling and
 FJ0137.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0137.in June 1991.
 FJ0137
 FJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0137.GEOID18 height accuracy estimate available here.
 FJ0137
 FJ0137.Click photographs - Photos may exist for this station.
 FJ0137
 FJ0137.The dynamic height is computed by dividing the NAVD 88
 FJ0137.geopotential number by the normal gravity value computed on the
 FJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0137.degrees latitude (g = 980.6199 gals.).
 FJ0137
 FJ0137.The modeled gravity was interpolated from observed gravity values.
 FJ0137
 FJ0137;                    North         East    Units  Estimated Accuracy
 FJ0137;SPC OK S     -   223,370.      698,310.      MT  (+/- 180 meters Scaled)
 FJ0137
 FJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE891129(NAD 83)
 FJ0137
 FJ0137                          SUPERSEDED SURVEY CONTROL
 FJ0137
 FJ0137  NGVD 29 (??/??/92)  316.836  (m)         1039.49   (f) ADJ UNCH    2 0
 FJ0137
 FJ0137.Superseded values are not recommended for survey control.
 FJ0137
 FJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0137.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0137
 FJ0137_MARKER: P = PIPE CAP
 FJ0137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0137_STAMPING: 1040 ADJ 1903
 FJ0137_MARK LOGO: USGS
 FJ0137_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0137
 FJ0137  HISTORY     - Date     Condition        Report By
 FJ0137  HISTORY     - 1905     MONUMENTED       USGS
 FJ0137  HISTORY     - 1934     GOOD             CGS
 FJ0137  HISTORY     - 1942     MARK NOT FOUND
 FJ0137
 FJ0137                          STATION DESCRIPTION
 FJ0137
 FJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0137'AT SHAWNEE.
 FJ0137'AT SHAWNEE, POTTAWATOMIE COUNTY, AT THE EAST END OF THE CHICAGO,
 FJ0137'ROCK ISLAND AND PACIFIC RAILWAY STATION, AND 15 FEET NORTH
 FJ0137'OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 FJ0137'SURVEY STANDARD CAP, STAMPED 1040 AND RIVETED ON THE TOP OF A
 FJ0137'3-1/2-INCH IRON PIPE.
 FJ0137
 FJ0137                          STATION RECOVERY (1942)
 FJ0137
 FJ0137'RECOVERED 1942
 FJ0137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0345 ***********************************************************************
 GG0345  DESIGNATION -  101
 GG0345  PID         -  GG0345
 GG0345  STATE/COUNTY-  OK/MAYES
 GG0345  COUNTRY     -  US
 GG0345  USGS QUAD   -  PRYOR (2019)
 GG0345
 GG0345                         *CURRENT SURVEY CONTROL
 GG0345  ______________________________________________________________________
 GG0345* NAD 83(1986) POSITION- 36 20 55.     (N) 095 18 12.     (W)   SCALED
 GG0345* NAVD 88 ORTHO HEIGHT -   188.97  (+/-2cm)      620.0   (feet) VERTCON3
 GG0345  ______________________________________________________________________
 GG0345  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 GG0345  VERT ORDER      -  ? (See Below)
 GG0345
 GG0345.The horizontal coordinates were scaled from a map and have
 GG0345.an estimated accuracy of +/- 6 seconds.
 GG0345
 GG0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0345
 GG0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0345.GEOID18 height accuracy estimate available here.
 GG0345
 GG0345.The vertical order pertains to the NGVD 29 superseded value.
 GG0345
 GG0345.Click photographs - Photos may exist for this station.
 GG0345
 GG0345;                    North         East    Units  Estimated Accuracy
 GG0345;SPC OK N     -   153,000.      842,020.      MT  (+/- 180 meters Scaled)
 GG0345
 GG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA933250(NAD 83)
 GG0345
 GG0345                          SUPERSEDED SURVEY CONTROL
 GG0345
 GG0345  NGVD 29 (??/??/92)  188.858  (m)          619.61   (f) ADJ UNCH       
 GG0345
 GG0345.Superseded values are not recommended for survey control.
 GG0345
 GG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0345.See file dsdata.pdf to determine how the superseded data were derived.
 GG0345
 GG0345_MARKER: X = CHISELED CROSS
 GG0345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0345_SP_SET: CULVERT HEADWALL
 GG0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0345+STABILITY: SURFACE MOTION
 GG0345
 GG0345  HISTORY     - Date     Condition        Report By
 GG0345  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0345  HISTORY     - 1934     GOOD             CGS
 GG0345  HISTORY     - 1960     GOOD             CGS
 GG0345
 GG0345                          STATION DESCRIPTION
 GG0345
 GG0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0345'3 MI N FROM PRYOR.
 GG0345'3.0 MILES NORTH OF M-K AND T.RR. STATION AT PRYOR, SOUTH END OF
 GG0345'EAST HEAD-WALL OF CONCRETE CULVERT 10 POLES NORTH OF MILEPOST
 GG0345'461 ON MISSOURI-KANSAS AND TEXAS RAILROAD
 GG0345
 GG0345                          STATION RECOVERY (1960)
 GG0345
 GG0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0092 ***********************************************************************
 FJ0092  DESIGNATION -  1013.3
 FJ0092  PID         -  FJ0092
 FJ0092  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0092  COUNTRY     -  US
 FJ0092  USGS QUAD   -  SHAWNEE (2018)
 FJ0092
 FJ0092                         *CURRENT SURVEY CONTROL
 FJ0092  ______________________________________________________________________
 FJ0092* NAD 83(1986) POSITION- 35 19 58.     (N) 096 58 23.     (W)   SCALED
 FJ0092* NAVD 88 ORTHO HEIGHT -   308.945 (meters)     1013.60  (feet) ADJUSTED
 FJ0092  ______________________________________________________________________
 FJ0092  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 FJ0092  DYNAMIC HEIGHT  -        308.650 (meters)     1012.63  (feet) COMP
 FJ0092  MODELED GRAVITY -    979,672.0   (mgal)                       NAVD 88
 FJ0092
 FJ0092  VERT ORDER      -  SECOND    CLASS 0
 FJ0092
 FJ0092.The horizontal coordinates were scaled from a map and have
 FJ0092.an estimated accuracy of +/- 6 seconds.
 FJ0092
 FJ0092.The orthometric height was determined by differential leveling and
 FJ0092.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0092.in August 1994.
 FJ0092
 FJ0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0092.GEOID18 height accuracy estimate available here.
 FJ0092
 FJ0092.Click photographs - Photos may exist for this station.
 FJ0092
 FJ0092.The dynamic height is computed by dividing the NAVD 88
 FJ0092.geopotential number by the normal gravity value computed on the
 FJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0092.degrees latitude (g = 980.6199 gals.).
 FJ0092
 FJ0092.The modeled gravity was interpolated from observed gravity values.
 FJ0092
 FJ0092;                    North         East    Units  Estimated Accuracy
 FJ0092;SPC OK S     -   222,270.      693,370.      MT  (+/- 180 meters Scaled)
 FJ0092
 FJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE842118(NAD 83)
 FJ0092
 FJ0092                          SUPERSEDED SURVEY CONTROL
 FJ0092
 FJ0092  NAVD 88 (06/15/91)  308.950  (m)         1013.61   (f) SUPERSEDED  2 0
 FJ0092  NGVD 29 (??/??/92)  308.864  (m)         1013.33   (f) ADJ UNCH    2 0
 FJ0092
 FJ0092.Superseded values are not recommended for survey control.
 FJ0092
 FJ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0092.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0092
 FJ0092_MARKER: DD = SURVEY DISK
 FJ0092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0092_SP_SET: CULVERT HEADWALL
 FJ0092_MARK LOGO: MKTRR
 FJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0092+STABILITY: SURFACE MOTION
 FJ0092
 FJ0092  HISTORY     - Date     Condition        Report By
 FJ0092  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0092  HISTORY     - 1934     GOOD             CGS
 FJ0092
 FJ0092                          STATION DESCRIPTION
 FJ0092
 FJ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0092'3 MI W FROM SHAWNEE.
 FJ0092'3.0 MILES WEST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM
 FJ0092'THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, 0.4 MILE WEST
 FJ0092'OF MILEPOST 34, 150 FEET EAST OF A ROAD CROSSING, AT A CULVERT,
 FJ0092'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL, AND
 FJ0092'10 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A M.K. AND T.RY.
 FJ0092'STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0352 ***********************************************************************
 GG0352  DESIGNATION -  102
 GG0352  PID         -  GG0352
 GG0352  STATE/COUNTY-  OK/MAYES
 GG0352  COUNTRY     -  US
 GG0352  USGS QUAD   -  ADAIR (2019)
 GG0352
 GG0352                         *CURRENT SURVEY CONTROL
 GG0352  ______________________________________________________________________
 GG0352* NAD 83(2011) POSITION- 36 27 45.25506(N) 095 15 40.55804(W)   ADJUSTED
 GG0352* NAD 83(2011) ELLIP HT-   176.159 (meters)        (01/29/24)   ADJUSTED
 GG0352* NAD 83(2011) EPOCH   -  2010.00
 GG0352* NAVD 88 ORTHO HEIGHT -   205.371 (meters)      673.79  (feet) ADJUSTED
 GG0352  ______________________________________________________________________
 GG0352  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 GG0352  NAD 83(2011) X  -   -470,939.908 (meters)                     COMP
 GG0352  NAD 83(2011) Y  - -5,114,165.517 (meters)                     COMP
 GG0352  NAD 83(2011) Z  -  3,769,699.664 (meters)                     COMP
 GG0352  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 GG0352  DYNAMIC HEIGHT  -        205.198 (meters)      673.22  (feet) COMP
 GG0352  MODELED GRAVITY -    979,783.9   (mgal)                       NAVD 88
 GG0352
 GG0352  VERT ORDER      -  SECOND    CLASS 0
 GG0352
 GG0352  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0352  Standards:
 GG0352         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0352            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0352  -------------------------------------------------------------------
 GG0352  NETWORK    0.93   1.43           0.40   0.36   0.73     -0.00806320
 GG0352  -------------------------------------------------------------------
 GG0352  Click here for local accuracies and other accuracy information.
 GG0352
 GG0352.The horizontal coordinates were established by GPS observations
 GG0352.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0352
 GG0352.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0352.been affixed to the stable North American tectonic plate. See 
 GG0352.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0352
 GG0352.The horizontal coordinates are valid at the epoch date displayed above
 GG0352.which is a decimal equivalence of Year/Month/Day.
 GG0352
 GG0352.The orthometric height was determined by differential leveling and
 GG0352.adjusted by the NATIONAL GEODETIC SURVEY
 GG0352.in June 1991.
 GG0352
 GG0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0352.GEOID18 height accuracy estimate available here.
 GG0352
 GG0352.Click photographs - Photos may exist for this station.
 GG0352
 GG0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0352
 GG0352.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0352
 GG0352.The ellipsoidal height was determined by GPS observations
 GG0352.and is referenced to NAD 83.
 GG0352
 GG0352.The dynamic height is computed by dividing the NAVD 88
 GG0352.geopotential number by the normal gravity value computed on the
 GG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0352.degrees latitude (g = 980.6199 gals.).
 GG0352
 GG0352.The modeled gravity was interpolated from observed gravity values.
 GG0352
 GG0352. The following values were computed from the NAD 83(2011) position.
 GG0352
 GG0352;                    North         East     Units Scale Factor Converg.
 GG0352;SPC OK N     -   165,740.388   845,441.513   MT  0.99995863   +1 36 58.5
 GG0352;SPC OK N     -   543,766.59  2,773,752.70   sFT  0.99995863   +1 36 58.5
 GG0352;UTM  15      - 4,037,633.249   297,378.709   MT  1.00010585   -1 20 39.6
 GG0352
 GG0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0352!SPC OK N     -   0.99997235  x   0.99995863  =   0.99993099
 GG0352!UTM  15      -   0.99997235  x   1.00010585  =   1.00007820
 GG0352
 GG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9737837633(NAD 83)
 GG0352
 GG0352                          SUPERSEDED SURVEY CONTROL
 GG0352
 GG0352  NGVD 29 (??/??/92)  205.257  (m)          673.41   (f) ADJ UNCH    2 0
 GG0352
 GG0352.Superseded values are not recommended for survey control.
 GG0352
 GG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0352.See file dsdata.pdf to determine how the superseded data were derived.
 GG0352
 GG0352_MARKER: DB = BENCH MARK DISK
 GG0352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0352_SP_SET: CULVERT HEADWALL
 GG0352_STAMPING: MKTRR
 GG0352_MARK LOGO: MKTRR
 GG0352_PROJECTION: FLUSH
 GG0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0352+STABILITY: SURFACE MOTION
 GG0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0352+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2024
 GG0352
 GG0352  HISTORY     - Date     Condition        Report By
 GG0352  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0352  HISTORY     - 1934     GOOD             CGS
 GG0352  HISTORY     - 1960     GOOD             CGS
 GG0352  HISTORY     - 20240102 GOOD             OKDOT
 GG0352
 GG0352                          STATION DESCRIPTION
 GG0352
 GG0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0352'1.9 MI N FROM ADAIR.
 GG0352'1.9 MILES NORTH OF M-K AND T.RR. STATION AT ADAIR, NORTH END OF
 GG0352'WEST HEAD-WALL OF CONCRETE CULVERT AT SIGNAL TOWER 452.6 ON
 GG0352'MISSOURI-KANSAS AND TEXAS RAILROAD
 GG0352
 GG0352                          STATION RECOVERY (1960)
 GG0352
 GG0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0352'RECOVERED IN GOOD CONDITION.
 GG0352
 GG0352                          STATION RECOVERY (2024)
 GG0352
 GG0352'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 GG0352'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF STRANG,
 GG0352'5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF BIG CABIN AND 1.9 MI (3.1 KM)
 GG0352'NORTH-NORTHEAST OF ADAIR.
 GG0352'
 GG0352'IT IS AN MKTRR BENCH MARK CAP SET IN THE NORTH END OF THE WEST
 GG0352'HEADWALL ON A CONCRETE CULVERT.  IT IS APPROXIMATELY 1.9 MI (3.1 KM)
 GG0352'NORTH ALONG US-69 FROM THE US-69 AND SH-28 INTERSECTION.  IT IS
 GG0352'APPROXIMATELY 0.32 MI (0.51 KM) SOUTH OF E. 380 ROAD AND 107 WEST OF
 GG0352'THE WEST EDGE OF ASPHALT FOR US-69 NORTHBOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0231 ***********************************************************************
 GH0231  DESIGNATION -  1020
 GH0231  PID         -  GH0231
 GH0231  STATE/COUNTY-  OK/KAY
 GH0231  COUNTRY     -  US
 GH0231  USGS QUAD   -  BLACKWELL (2018)
 GH0231
 GH0231                         *CURRENT SURVEY CONTROL
 GH0231  ______________________________________________________________________
 GH0231* NAD 83(1986) POSITION- 36 48 15.88   (N) 097 17 07.35   (W)   HD_HELD1
 GH0231* NAVD 88 ORTHO HEIGHT -   310.942 (meters)     1020.15  (feet) ADJUSTED
 GH0231  ______________________________________________________________________
 GH0231  GEOID HEIGHT    -        -28.768 (meters)                     GEOID18
 GH0231  DYNAMIC HEIGHT  -        310.678 (meters)     1019.28  (feet) COMP
 GH0231  MODELED GRAVITY -    979,772.3   (mgal)                       NAVD 88
 GH0231
 GH0231  VERT ORDER      -  SECOND    CLASS 0
 GH0231
 GH0231.The horizontal coordinates were determined by differentially corrected
 GH0231.hand held GPS observations or other comparable positioning techniques
 GH0231.and have an estimated accuracy of +/- 3 meters.
 GH0231
 GH0231.The orthometric height was determined by differential leveling and
 GH0231.adjusted by the NATIONAL GEODETIC SURVEY
 GH0231.in June 1991.
 GH0231
 GH0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0231.GEOID18 height accuracy estimate available here.
 GH0231
 GH0231.Click photographs - Photos may exist for this station.
 GH0231
 GH0231.The dynamic height is computed by dividing the NAVD 88
 GH0231.geopotential number by the normal gravity value computed on the
 GH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0231.degrees latitude (g = 980.6199 gals.).
 GH0231
 GH0231.The modeled gravity was interpolated from observed gravity values.
 GH0231
 GH0231;                    North         East    Units  Estimated Accuracy
 GH0231;SPC OK N     -   200,446.6     663,772.4     MT  (+/- 3 meters HH1 GPS) 
 GH0231
 GH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5295674546(NAD 83)
 GH0231
 GH0231                          SUPERSEDED SURVEY CONTROL
 GH0231
 GH0231  NGVD 29 (??/??/92)  310.830  (m)         1019.78   (f) ADJ UNCH    2 0
 GH0231
 GH0231.Superseded values are not recommended for survey control.
 GH0231
 GH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0231.See file dsdata.pdf to determine how the superseded data were derived.
 GH0231
 GH0231_MARKER: P = PIPE CAP
 GH0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0231_STAMPING: 1020
 GH0231_MARK LOGO: USGS
 GH0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0231+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 GH0231
 GH0231  HISTORY     - Date     Condition        Report By
 GH0231  HISTORY     - 1911     MONUMENTED       USGS
 GH0231  HISTORY     - 1934     GOOD             CGS
 GH0231  HISTORY     - 20140122 GOOD             GEOCAC
 GH0231
 GH0231                          STATION DESCRIPTION
 GH0231
 GH0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0231'AT BLACKWELL.
 GH0231'AT BLACKWELL, KAY COUNTY, AT THE INTERSECTION OF BLACKWELL
 GH0231'AVENUE AND SOUTH SECOND STREET, 45 FEET NORTH OF THE CENTER LINE
 GH0231'OF BLACKWELL AVENUE, 33 FEET EAST OF THE CENTER LINE OF SOUTH
 GH0231'SECOND STREET, AND 18 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GH0231'CITY HALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GH0231'STAMPED 1020 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GH0231
 GH0231                          STATION RECOVERY (2014)
 GH0231
 GH0231'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0231'THE BUILDING NOW HOUSES THE PUBLIC SAFETY BUILDING.  THE PIPE PROJECTS
 GH0231'ABOUT 4 INCHES ABOVE THE SURFACE OF THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0134 ***********************************************************************
 FJ0134  DESIGNATION -  1041
 FJ0134  PID         -  FJ0134
 FJ0134  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0134  COUNTRY     -  US
 FJ0134  USGS QUAD   -  SHAWNEE (2018)
 FJ0134
 FJ0134                         *CURRENT SURVEY CONTROL
 FJ0134  ______________________________________________________________________
 FJ0134* NAD 83(1986) POSITION- 35 19 24.     (N) 096 55 14.     (W)   SCALED
 FJ0134* NAVD 88 ORTHO HEIGHT -   317.549 (meters)     1041.83  (feet) ADJUSTED
 FJ0134  ______________________________________________________________________
 FJ0134  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 FJ0134  DYNAMIC HEIGHT  -        317.247 (meters)     1040.83  (feet) COMP
 FJ0134  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 FJ0134
 FJ0134  VERT ORDER      -  SECOND    CLASS 0
 FJ0134
 FJ0134.The horizontal coordinates were scaled from a map and have
 FJ0134.an estimated accuracy of +/- 6 seconds.
 FJ0134
 FJ0134.The orthometric height was determined by differential leveling and
 FJ0134.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0134.in June 1991.
 FJ0134
 FJ0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0134.GEOID18 height accuracy estimate available here.
 FJ0134
 FJ0134.Click photographs - Photos may exist for this station.
 FJ0134
 FJ0134.The dynamic height is computed by dividing the NAVD 88
 FJ0134.geopotential number by the normal gravity value computed on the
 FJ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0134.degrees latitude (g = 980.6199 gals.).
 FJ0134
 FJ0134.The modeled gravity was interpolated from observed gravity values.
 FJ0134
 FJ0134;                    North         East    Units  Estimated Accuracy
 FJ0134;SPC OK S     -   221,270.      698,150.      MT  (+/- 180 meters Scaled)
 FJ0134
 FJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE890108(NAD 83)
 FJ0134
 FJ0134                          SUPERSEDED SURVEY CONTROL
 FJ0134
 FJ0134  NGVD 29 (??/??/92)  317.464  (m)         1041.55   (f) ADJ UNCH    2 0
 FJ0134
 FJ0134.Superseded values are not recommended for survey control.
 FJ0134
 FJ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0134.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0134
 FJ0134_MARKER: P = PIPE CAP
 FJ0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0134_STAMPING: 1041
 FJ0134_MARK LOGO: USGS
 FJ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0134
 FJ0134  HISTORY     - Date     Condition        Report By
 FJ0134  HISTORY     - 1905     MONUMENTED       USGS
 FJ0134  HISTORY     - 1934     GOOD             CGS
 FJ0134  HISTORY     - 1954     GOOD             CGS
 FJ0134  HISTORY     - 20000228 MARK NOT FOUND   OKDOT
 FJ0134
 FJ0134                          STATION DESCRIPTION
 FJ0134
 FJ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0134'AT SHAWNEE.
 FJ0134'AT SHAWNEE, POTTAWATOMIE COUNTY, 44.1 FEET SOUTHEAST OF THE SOUTH
 FJ0134'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 7.6
 FJ0134'FEET SOUTHWEST OF THE NEAREST TRACK, AND 1.6 FEET LOWER THAN THE
 FJ0134'BRICK SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FJ0134'CAP, STAMPED 1041 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FJ0134'PIPE, ACCESS TO WHICH IS HAD THROUGH A TILE CASING COVERED WITH
 FJ0134'A LID.
 FJ0134
 FJ0134                          STATION RECOVERY (1954)
 FJ0134
 FJ0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FJ0134'RECOVERED IN GOOD CONDITION.
 FJ0134
 FJ0134                          STATION RECOVERY (2000)
 FJ0134
 FJ0134'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (RDB)
 FJ0134'SEARCHED EXTENSIVELY NOT ONLY USING THE PHYSICAL DESCRIPTION BUT
 FJ0134'LAT/LONG AS WELL.  NOTHING FOUND, NEW TRACKS HAVE BEEN LAID AND ALL
 FJ0134'EXISTING STRUCTURES HAVE BEEN TORN DOWN.  I DID FIND REMAINS OF A
 FJ0134'BRICK WALK THAT HAD BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0217 ***********************************************************************
 GH0217  DESIGNATION -  1050.1
 GH0217  PID         -  GH0217
 GH0217  STATE/COUNTY-  OK/OSAGE
 GH0217  COUNTRY     -  US
 GH0217  USGS QUAD   -  BACONRIND CREEK (2018)
 GH0217
 GH0217                         *CURRENT SURVEY CONTROL
 GH0217  ______________________________________________________________________
 GH0217* NAD 83(1986) POSITION- 36 40 49.53   (N) 096 37 05.25   (W)   HD_HELD1
 GH0217* NAVD 88 ORTHO HEIGHT -   311.747 (meters)     1022.79  (feet) ADJUSTED
 GH0217  ______________________________________________________________________
 GH0217  GEOID HEIGHT    -        -28.567 (meters)                     GEOID18
 GH0217  DYNAMIC HEIGHT  -        311.486 (meters)     1021.93  (feet) COMP
 GH0217  MODELED GRAVITY -    979,784.0   (mgal)                       NAVD 88
 GH0217
 GH0217  VERT ORDER      -  SECOND    CLASS 0
 GH0217
 GH0217.The horizontal coordinates were determined by differentially corrected
 GH0217.hand held GPS observations or other comparable positioning techniques
 GH0217.and have an estimated accuracy of +/- 3 meters.
 GH0217
 GH0217.The orthometric height was determined by differential leveling and
 GH0217.adjusted by the NATIONAL GEODETIC SURVEY
 GH0217.in June 1991.
 GH0217
 GH0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0217.GEOID18 height accuracy estimate available here.
 GH0217
 GH0217.Click photographs - Photos may exist for this station.
 GH0217
 GH0217.The dynamic height is computed by dividing the NAVD 88
 GH0217.geopotential number by the normal gravity value computed on the
 GH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0217.degrees latitude (g = 980.6199 gals.).
 GH0217
 GH0217.The modeled gravity was interpolated from observed gravity values.
 GH0217
 GH0217;                    North         East    Units  Estimated Accuracy
 GH0217;SPC OK N     -   187,331.8     723,509.9     MT  (+/- 3 meters HH1 GPS) 
 GH0217
 GH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1283162065(NAD 83)
 GH0217
 GH0217                          SUPERSEDED SURVEY CONTROL
 GH0217
 GH0217  NGVD 29 (??/??/92)  311.632  (m)         1022.41   (f) ADJ UNCH    2 0
 GH0217
 GH0217.Superseded values are not recommended for survey control.
 GH0217
 GH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0217.See file dsdata.pdf to determine how the superseded data were derived.
 GH0217
 GH0217_MARKER: Q = CHISELED SQUARE
 GH0217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0217_SP_SET: CULVERT HEADWALL
 GH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0217+STABILITY: SURFACE MOTION
 GH0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0217+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2022
 GH0217
 GH0217  HISTORY     - Date     Condition        Report By
 GH0217  HISTORY     - UNK      MONUMENTED       USGS
 GH0217  HISTORY     - 1934     GOOD             CGS
 GH0217  HISTORY     - 20220504 GOOD             OKDOT
 GH0217
 GH0217                          STATION DESCRIPTION
 GH0217
 GH0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0217'7 MI E FROM BURBANK.
 GH0217'7.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GH0217'AND SANTA FE RAILWAY STATION AT BURBANK, OSAGE COUNTY, AT THE
 GH0217'INTERSECTION OF OLD STATE HIGHWAY 50, 24 FEET SOUTH OF THE CENTER
 GH0217'LINE OF U.S. HIGHWAY 60, 15 FEET EAST OF THE CENTER LINE OF
 GH0217'OLD STATE HIGHWAY 50, AT A CONCRETE CULVERT CONSTRUCTED IN 1927,
 GH0217'ON THE NORTH END OF THE EAST HEADWALL, AND MARKED BY THE PAINTED
 GH0217'LETTERS USBM 1050.1 ON THE VERTICAL SURFACE.  A CHISELED SQUARE.
 GH0217
 GH0217                          STATION RECOVERY (2022)
 GH0217
 GH0217'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MT)
 GH0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0227 ***********************************************************************
 GH0227  DESIGNATION -  1053
 GH0227  PID         -  GH0227
 GH0227  STATE/COUNTY-  OK/KAY
 GH0227  COUNTRY     -  US
 GH0227  USGS QUAD   -  BLACKWELL (2018)
 GH0227
 GH0227                         *CURRENT SURVEY CONTROL
 GH0227  ______________________________________________________________________
 GH0227* NAD 83(1986) POSITION- 36 48 13.     (N) 097 21 15.     (W)   SCALED
 GH0227* NAVD 88 ORTHO HEIGHT -   321.054 (meters)     1053.32  (feet) ADJUSTED
 GH0227  ______________________________________________________________________
 GH0227  GEOID HEIGHT    -        -28.659 (meters)                     GEOID18
 GH0227  DYNAMIC HEIGHT  -        320.782 (meters)     1052.43  (feet) COMP
 GH0227  MODELED GRAVITY -    979,774.0   (mgal)                       NAVD 88
 GH0227
 GH0227  VERT ORDER      -  SECOND    CLASS 0
 GH0227
 GH0227.The horizontal coordinates were scaled from a map and have
 GH0227.an estimated accuracy of +/- 6 seconds.
 GH0227
 GH0227.The orthometric height was determined by differential leveling and
 GH0227.adjusted by the NATIONAL GEODETIC SURVEY
 GH0227.in June 1991.
 GH0227
 GH0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0227.GEOID18 height accuracy estimate available here.
 GH0227
 GH0227.Click photographs - Photos may exist for this station.
 GH0227
 GH0227.The dynamic height is computed by dividing the NAVD 88
 GH0227.geopotential number by the normal gravity value computed on the
 GH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0227.degrees latitude (g = 980.6199 gals.).
 GH0227
 GH0227.The modeled gravity was interpolated from observed gravity values.
 GH0227
 GH0227;                    North         East    Units  Estimated Accuracy
 GH0227;SPC OK N     -   200,320.      657,630.      MT  (+/- 180 meters Scaled)
 GH0227
 GH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF468743(NAD 83)
 GH0227
 GH0227                          SUPERSEDED SURVEY CONTROL
 GH0227
 GH0227  NGVD 29 (??/??/92)  320.946  (m)         1052.97   (f) ADJ UNCH    2 0
 GH0227
 GH0227.Superseded values are not recommended for survey control.
 GH0227
 GH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0227.See file dsdata.pdf to determine how the superseded data were derived.
 GH0227
 GH0227_MARKER: P = PIPE CAP
 GH0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0227_STAMPING: 1053
 GH0227_MARK LOGO: USGS
 GH0227_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0227
 GH0227  HISTORY     - Date     Condition        Report By
 GH0227  HISTORY     - 1911     MONUMENTED       USGS
 GH0227  HISTORY     - 1934     GOOD             CGS
 GH0227
 GH0227                          STATION DESCRIPTION
 GH0227
 GH0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0227'4.1 MI W FROM BLACKWELL.
 GH0227'ABOUT 4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0227'RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 0.4
 GH0227'MILE EAST OF MILEPOST 123, AT A DIRT-ROAD CROSSING, ABOUT 140
 GH0227'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 24 FEET WEST OF THE
 GH0227'CENTER LINE OF THE ROAD, AND 1.6 FEET EAST OF A FENCE LINE.
 GH0227'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1053
 GH0227'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0095 ***********************************************************************
 FJ0095  DESIGNATION -  1053.2
 FJ0095  PID         -  FJ0095
 FJ0095  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0095  COUNTRY     -  US
 FJ0095  USGS QUAD   -  SHAWNEE (2018)
 FJ0095
 FJ0095                         *CURRENT SURVEY CONTROL
 FJ0095  ______________________________________________________________________
 FJ0095* NAD 83(1986) POSITION- 35 19 32.     (N) 096 56 05.     (W)   SCALED
 FJ0095* NAVD 88 ORTHO HEIGHT -   321.110 (meters)     1053.51  (feet) ADJUSTED
 FJ0095  ______________________________________________________________________
 FJ0095  GEOID HEIGHT    -        -27.085 (meters)                     GEOID18
 FJ0095  DYNAMIC HEIGHT  -        320.804 (meters)     1052.50  (feet) COMP
 FJ0095  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 FJ0095
 FJ0095  VERT ORDER      -  SECOND    CLASS 0
 FJ0095
 FJ0095.The horizontal coordinates were scaled from a map and have
 FJ0095.an estimated accuracy of +/- 6 seconds.
 FJ0095
 FJ0095.The orthometric height was determined by differential leveling and
 FJ0095.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0095.in June 1991.
 FJ0095
 FJ0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0095.GEOID18 height accuracy estimate available here.
 FJ0095
 FJ0095.Click photographs - Photos may exist for this station.
 FJ0095
 FJ0095.The dynamic height is computed by dividing the NAVD 88
 FJ0095.geopotential number by the normal gravity value computed on the
 FJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0095.degrees latitude (g = 980.6199 gals.).
 FJ0095
 FJ0095.The modeled gravity was interpolated from observed gravity values.
 FJ0095
 FJ0095;                    North         East    Units  Estimated Accuracy
 FJ0095;SPC OK S     -   221,500.      696,860.      MT  (+/- 180 meters Scaled)
 FJ0095
 FJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE877111(NAD 83)
 FJ0095
 FJ0095                          SUPERSEDED SURVEY CONTROL
 FJ0095
 FJ0095  NGVD 29 (??/??/92)  321.027  (m)         1053.24   (f) ADJ UNCH    2 0
 FJ0095
 FJ0095.Superseded values are not recommended for survey control.
 FJ0095
 FJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0095.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0095
 FJ0095_MARKER: DD = SURVEY DISK
 FJ0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0095_SP_SET: CULVERT HEADWALL
 FJ0095_STAMPING: MK AND TRY BM
 FJ0095_MARK LOGO: MKTRR
 FJ0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0095+STABILITY: SURFACE MOTION
 FJ0095
 FJ0095  HISTORY     - Date     Condition        Report By
 FJ0095  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0095  HISTORY     - 1954     GOOD             CGS
 FJ0095  HISTORY     - 20000228 GOOD             OKDOT
 FJ0095
 FJ0095                          STATION DESCRIPTION
 FJ0095
 FJ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FJ0095'0.7 MI W FROM SHAWNEE.
 FJ0095'IN SHAWNEE, POTTAWATOMIE COUNTY, 0.7 MILE WEST ALONG THE OKLAHOMA
 FJ0095'CITY-ADA-ATOKA RAILWAY FROM THE STATION, 500 FEET WEST OF MILEPOST
 FJ0095'36, 150 FEET EAST OF A SECTION HOUSE, NEAR A ROAD CROSSING, AT A
 FJ0095'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL,
 FJ0095'AND 11 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A M.K. AND T.RY.
 FJ0095'STANDARD DISK.  NOTE-- SECTION HOUSE AND CROSSING MENTIONED IN
 FJ0095'THE ORIGINAL DESCRIPTION ARE NO LONGER THERE.
 FJ0095
 FJ0095                          STATION RECOVERY (2000)
 FJ0095
 FJ0095'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (RDB)
 FJ0095'ALL STRUCTURES REFERENCED FROM 1954 HAVE BEEN REMOVED.  TRACKS HAVE
 FJ0095'BEEN REMOVED AND AREA IS HEAVILY VEGETATED.  MONUMENT IS 500 FT (152.4
 FJ0095'M) WEST AND 100 FT (30.5 M) NORTH OF THE INTERSECTION OF POTTENGER AND
 FJ0095'SLOVER STREETS.  MONUMENT IS A 1.5 INCH DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0602 ***********************************************************************
 FJ0602  DESIGNATION -  1065
 FJ0602  PID         -  FJ0602
 FJ0602  STATE/COUNTY-  OK/LOGAN
 FJ0602  COUNTRY     -  US
 FJ0602  USGS QUAD   -  NAVINA (2018)
 FJ0602
 FJ0602                         *CURRENT SURVEY CONTROL
 FJ0602  ______________________________________________________________________
 FJ0602* NAD 83(1986) POSITION- 35 47 54.     (N) 097 34 57.     (W)   SCALED
 FJ0602* NAVD 88 ORTHO HEIGHT -   324.616 (meters)     1065.01  (feet) ADJUSTED
 FJ0602  ______________________________________________________________________
 FJ0602  GEOID HEIGHT    -        -27.442 (meters)                     GEOID18
 FJ0602  DYNAMIC HEIGHT  -        324.317 (meters)     1064.03  (feet) COMP
 FJ0602  MODELED GRAVITY -    979,701.5   (mgal)                       NAVD 88
 FJ0602
 FJ0602  VERT ORDER      -  SECOND    CLASS 0
 FJ0602
 FJ0602.The horizontal coordinates were scaled from a map and have
 FJ0602.an estimated accuracy of +/- 6 seconds.
 FJ0602
 FJ0602.The orthometric height was determined by differential leveling and
 FJ0602.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0602.in June 1991.
 FJ0602
 FJ0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0602.GEOID18 height accuracy estimate available here.
 FJ0602
 FJ0602.Click photographs - Photos may exist for this station.
 FJ0602
 FJ0602.The dynamic height is computed by dividing the NAVD 88
 FJ0602.geopotential number by the normal gravity value computed on the
 FJ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0602.degrees latitude (g = 980.6199 gals.).
 FJ0602
 FJ0602.The modeled gravity was interpolated from observed gravity values.
 FJ0602
 FJ0602;                    North         East    Units  Estimated Accuracy
 FJ0602;SPC OK N     -    88,660.      637,740.      MT  (+/- 180 meters Scaled)
 FJ0602
 FJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE280625(NAD 83)
 FJ0602
 FJ0602                          SUPERSEDED SURVEY CONTROL
 FJ0602
 FJ0602  NGVD 29 (??/??/92)  324.480  (m)         1064.56   (f) ADJ UNCH    2 0
 FJ0602
 FJ0602.Superseded values are not recommended for survey control.
 FJ0602
 FJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0602.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0602
 FJ0602_MARKER: P = PIPE CAP
 FJ0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0602_STAMPING: 1065 ADJ 1903
 FJ0602_MARK LOGO: USGS
 FJ0602_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0602
 FJ0602  HISTORY     - Date     Condition        Report By
 FJ0602  HISTORY     - 1906     MONUMENTED       USGS
 FJ0602  HISTORY     - 1934     GOOD             CGS
 FJ0602  HISTORY     - 20210119 MARK NOT FOUND   OKDOT
 FJ0602
 FJ0602                          STATION DESCRIPTION
 FJ0602
 FJ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0602'5.4 MI EAST FROM CASHION ALONG COUNTY ROAD.  TOP OF IRON POST IN N.
 FJ0602'END OF PASTURE, PROPERTY OF CHARLES FAULKNER, ABOUT 600 FT EAST OF
 FJ0602'INTERSECTION OF CASHION-SEWARD ROAD AND MAY AVE. ROAD, KNOWN AS THE
 FJ0602'BUSY CORNER, ABOUT 500 FT WEST OF C. FAULKNERS HOUSE, 35 FT SOUTH OF
 FJ0602'CENTERLINE OF CASHION-SEWARD RD.
 FJ0602
 FJ0602                          STATION RECOVERY (2021)
 FJ0602
 FJ0602'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0602'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0389 ***********************************************************************
 FJ0389  DESIGNATION -  1068.5
 FJ0389  PID         -  FJ0389
 FJ0389  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0389  COUNTRY     -  US
 FJ0389  USGS QUAD   -  MCLOUD (2018)
 FJ0389
 FJ0389                         *CURRENT SURVEY CONTROL
 FJ0389  ______________________________________________________________________
 FJ0389* NAD 83(1986) POSITION- 35 24 28.     (N) 097 07 17.     (W)   SCALED
 FJ0389* NAVD 88 ORTHO HEIGHT -   325.763 (meters)     1068.77  (feet) ADJUSTED
 FJ0389  ______________________________________________________________________
 FJ0389  GEOID HEIGHT    -        -27.055 (meters)                     GEOID18
 FJ0389  DYNAMIC HEIGHT  -        325.454 (meters)     1067.76  (feet) COMP
 FJ0389  MODELED GRAVITY -    979,674.3   (mgal)                       NAVD 88
 FJ0389
 FJ0389  VERT ORDER      -  SECOND    CLASS 0
 FJ0389
 FJ0389.The horizontal coordinates were scaled from a map and have
 FJ0389.an estimated accuracy of +/- 6 seconds.
 FJ0389
 FJ0389.The orthometric height was determined by differential leveling and
 FJ0389.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0389.in August 1994.
 FJ0389
 FJ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0389.GEOID18 height accuracy estimate available here.
 FJ0389
 FJ0389.Click photographs - Photos may exist for this station.
 FJ0389
 FJ0389.The dynamic height is computed by dividing the NAVD 88
 FJ0389.geopotential number by the normal gravity value computed on the
 FJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0389.degrees latitude (g = 980.6199 gals.).
 FJ0389
 FJ0389.The modeled gravity was interpolated from observed gravity values.
 FJ0389
 FJ0389;                    North         East    Units  Estimated Accuracy
 FJ0389;SPC OK S     -   230,460.      679,810.      MT  (+/- 180 meters Scaled)
 FJ0389
 FJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE705198(NAD 83)
 FJ0389
 FJ0389                          SUPERSEDED SURVEY CONTROL
 FJ0389
 FJ0389  NAVD 88 (06/15/91)  325.792  (m)         1068.87   (f) SUPERSEDED  2 0
 FJ0389  NGVD 29 (??/??/92)  325.685  (m)         1068.52   (f) ADJ UNCH    2 0
 FJ0389
 FJ0389.Superseded values are not recommended for survey control.
 FJ0389
 FJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0389.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0389
 FJ0389_MARKER: R = RIVET
 FJ0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0389_SP_SET: CULVERT HEADWALL
 FJ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0389+STABILITY: SURFACE MOTION
 FJ0389
 FJ0389  HISTORY     - Date     Condition        Report By
 FJ0389  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0389  HISTORY     - 1934     GOOD             CGS
 FJ0389
 FJ0389                          STATION DESCRIPTION
 FJ0389
 FJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0389'2.6 MI NE FROM NEWALLA.
 FJ0389'IN POTTAWATOMIE COUNTY, 2.6 MILES NORTHEAST ALONG THE OKLAHOMA
 FJ0389'CITY-ADA-ATOKA RAILWAY FROM THE STATION AT NEWALLA, OKLAHOMA
 FJ0389'COUNTY, 0.4 MILE EAST OF MILEPOST 23, 0.2 MILE EAST OF A ROAD
 FJ0389'CROSSING, AT A CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH
 FJ0389'CONCRETE HEADWALL, AND 15 FEET SOUTH OF THE CENTERLINE OF TRACK.
 FJ0389'A RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0193 ***********************************************************************
 GH0193  DESIGNATION -  1071
 GH0193  PID         -  GH0193
 GH0193  STATE/COUNTY-  OK/KAY
 GH0193  COUNTRY     -  US
 GH0193  USGS QUAD   -  UNCAS (2018)
 GH0193
 GH0193                         *CURRENT SURVEY CONTROL
 GH0193  ______________________________________________________________________
 GH0193* NAD 83(1986) POSITION- 36 47 34.     (N) 096 57 24.     (W)   SCALED
 GH0193* NAVD 88 ORTHO HEIGHT -   326.586 (meters)     1071.47  (feet) ADJUSTED
 GH0193  ______________________________________________________________________
 GH0193  GEOID HEIGHT    -        -28.959 (meters)                     GEOID18
 GH0193  DYNAMIC HEIGHT  -        326.306 (meters)     1070.56  (feet) COMP
 GH0193  MODELED GRAVITY -    979,764.5   (mgal)                       NAVD 88
 GH0193
 GH0193  VERT ORDER      -  SECOND    CLASS 0
 GH0193
 GH0193.The horizontal coordinates were scaled from a map and have
 GH0193.an estimated accuracy of +/- 6 seconds.
 GH0193
 GH0193.The orthometric height was determined by differential leveling and
 GH0193.adjusted by the NATIONAL GEODETIC SURVEY
 GH0193.in June 1991.
 GH0193
 GH0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0193.GEOID18 height accuracy estimate available here.
 GH0193
 GH0193.Click photographs - Photos may exist for this station.
 GH0193
 GH0193.The dynamic height is computed by dividing the NAVD 88
 GH0193.geopotential number by the normal gravity value computed on the
 GH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0193.degrees latitude (g = 980.6199 gals.).
 GH0193
 GH0193.The modeled gravity was interpolated from observed gravity values.
 GH0193
 GH0193;                    North         East    Units  Estimated Accuracy
 GH0193;SPC OK N     -   199,420.      693,120.      MT  (+/- 180 meters Scaled)
 GH0193
 GH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF823738(NAD 83)
 GH0193
 GH0193                          SUPERSEDED SURVEY CONTROL
 GH0193
 GH0193  NGVD 29 (??/??/92)  326.460  (m)         1071.06   (f) ADJ UNCH    2 0
 GH0193
 GH0193.Superseded values are not recommended for survey control.
 GH0193
 GH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0193.See file dsdata.pdf to determine how the superseded data were derived.
 GH0193
 GH0193_MARKER: P = PIPE CAP
 GH0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0193_STAMPING: 1071.061
 GH0193_MARK LOGO: USGS
 GH0193_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0193
 GH0193  HISTORY     - Date     Condition        Report By
 GH0193  HISTORY     - 1911     MONUMENTED       USGS
 GH0193  HISTORY     - 1934     GOOD             CGS
 GH0193  HISTORY     - 1940     GOOD             CGS
 GH0193
 GH0193                          STATION DESCRIPTION
 GH0193
 GH0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0193'7.4 MI NW FROM KAW.
 GH0193'ABOUT 7.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0193'FE RAILWAY FROM THE STATION AT KAW, KAY COUNTY, ABOUT 200 FEET
 GH0193'NORTH OF MILEPOST 10, 12 FEET NORTH OF THE GATE TO A PRIVATE-ROAD
 GH0193'CROSSING, 45 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 GH0193'5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 GH0193'SURVEY STANDARD CAP, STAMPED 1071.061 AND RIVETED ON THE TOP
 GH0193'OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE AND PROJECTING ABOUT
 GH0193'17 INCHES ABOVE GROUND.
 GH0193
 GH0193                          STATION RECOVERY (1940)
 GH0193
 GH0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0283 ***********************************************************************
 GH0283  DESIGNATION -  1073.8
 GH0283  PID         -  GH0283
 GH0283  STATE/COUNTY-  OK/KAY
 GH0283  COUNTRY     -  US
 GH0283  USGS QUAD   -  KILDARE (2018)
 GH0283
 GH0283                         *CURRENT SURVEY CONTROL
 GH0283  ______________________________________________________________________
 GH0283* NAD 83(1986) POSITION- 36 46 12.     (N) 097 04 01.     (W)   SCALED
 GH0283* NAVD 88 ORTHO HEIGHT -   327.42  (+/-2cm)     1074.2   (feet) VERTCON3
 GH0283  ______________________________________________________________________
 GH0283  GEOID HEIGHT    -        -28.930 (meters)                     GEOID18
 GH0283  VERT ORDER      -  ? (See Below)
 GH0283
 GH0283.The horizontal coordinates were scaled from a map and have
 GH0283.an estimated accuracy of +/- 6 seconds.
 GH0283
 GH0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0283
 GH0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0283.GEOID18 height accuracy estimate available here.
 GH0283
 GH0283.The vertical order pertains to the NGVD 29 superseded value.
 GH0283
 GH0283.Click photographs - Photos may exist for this station.
 GH0283
 GH0283;                    North         East    Units  Estimated Accuracy
 GH0283;SPC OK N     -   196,790.      683,300.      MT  (+/- 180 meters Scaled)
 GH0283
 GH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF725711(NAD 83)
 GH0283
 GH0283                          SUPERSEDED SURVEY CONTROL
 GH0283
 GH0283  NGVD 29 (??/??/92)  327.288  (m)         1073.78   (f) ADJ UNCH       
 GH0283
 GH0283.Superseded values are not recommended for survey control.
 GH0283
 GH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0283.See file dsdata.pdf to determine how the superseded data were derived.
 GH0283
 GH0283_MARKER: B = BOLT
 GH0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0283+STABILITY: SURFACE MOTION
 GH0283
 GH0283  HISTORY     - Date     Condition        Report By
 GH0283  HISTORY     - UNK      MONUMENTED
 GH0283  HISTORY     - 1934     GOOD             CGS
 GH0283  HISTORY     - 1966     GOOD             CGS
 GH0283
 GH0283                          STATION DESCRIPTION
 GH0283
 GH0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0283'4.6 MI N FROM PONCA CITY.
 GH0283'ABOUT 3.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0283'RAILWAY FROM THE STATION AT KILDARE, KAY COUNTY.  AT A
 GH0283'PUBLIC-ROAD CROSSING, ABOUT 75 FEET NORTH OF THE CENTER LINE
 GH0283'OF THE ROAD, AND 44 FEET WEST OF THE CENTER LINE OF THE TRACK.
 GH0283'A BOLT, SET IN THE TOP OF A 4- BY 4-INCH CONCRETE POST PROJECTING
 GH0283'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- SERVICE STATION
 GH0283'DESTROYED - REPORTED IN 1939.
 GH0283
 GH0283                          STATION RECOVERY (1966)
 GH0283
 GH0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GH0283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0387 ***********************************************************************
 FJ0387  DESIGNATION -  1076.8
 FJ0387  PID         -  FJ0387
 FJ0387  STATE/COUNTY-  OK/OKLAHOMA
 FJ0387  COUNTRY     -  US
 FJ0387  USGS QUAD   -  HARRAH (2018)
 FJ0387
 FJ0387                         *CURRENT SURVEY CONTROL
 FJ0387  ______________________________________________________________________
 FJ0387* NAD 83(1986) POSITION- 35 24 10.     (N) 097 08 37.     (W)   SCALED
 FJ0387* NAVD 88 ORTHO HEIGHT -   328.301 (meters)     1077.10  (feet) ADJUSTED
 FJ0387  ______________________________________________________________________
 FJ0387  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 FJ0387  DYNAMIC HEIGHT  -        327.989 (meters)     1076.08  (feet) COMP
 FJ0387  MODELED GRAVITY -    979,672.7   (mgal)                       NAVD 88
 FJ0387
 FJ0387  VERT ORDER      -  SECOND    CLASS 0
 FJ0387
 FJ0387.The horizontal coordinates were scaled from a map and have
 FJ0387.an estimated accuracy of +/- 6 seconds.
 FJ0387
 FJ0387.The orthometric height was determined by differential leveling and
 FJ0387.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0387.in August 1994.
 FJ0387
 FJ0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0387.GEOID18 height accuracy estimate available here.
 FJ0387
 FJ0387.Click photographs - Photos may exist for this station.
 FJ0387
 FJ0387.The dynamic height is computed by dividing the NAVD 88
 FJ0387.geopotential number by the normal gravity value computed on the
 FJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0387.degrees latitude (g = 980.6199 gals.).
 FJ0387
 FJ0387.The modeled gravity was interpolated from observed gravity values.
 FJ0387
 FJ0387;                    North         East    Units  Estimated Accuracy
 FJ0387;SPC OK N     -    45,030.      677,800.      MT  (+/- 180 meters Scaled)
 FJ0387
 FJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE685192(NAD 83)
 FJ0387
 FJ0387                          SUPERSEDED SURVEY CONTROL
 FJ0387
 FJ0387  NAVD 88 (06/15/91)  328.333  (m)         1077.21   (f) SUPERSEDED  2 0
 FJ0387  NGVD 29 (??/??/92)  328.223  (m)         1076.85   (f) ADJ UNCH    2 0
 FJ0387
 FJ0387.Superseded values are not recommended for survey control.
 FJ0387
 FJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0387.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0387
 FJ0387_MARKER: R = RIVET
 FJ0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0387_SP_SET: CULVERT HEADWALL
 FJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0387+STABILITY: SURFACE MOTION
 FJ0387
 FJ0387  HISTORY     - Date     Condition        Report By
 FJ0387  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0387  HISTORY     - 1934     GOOD             CGS
 FJ0387
 FJ0387                          STATION DESCRIPTION
 FJ0387
 FJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0387'1.2 MI NE FROM NEWALLA.
 FJ0387'1.2 MILES NORTHEAST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY
 FJ0387'FROM THE STATION AT NEWALLA, OKLAHOMA COUNTY, 200 FEET NORTHEAST
 FJ0387'OF MILEPOST 22, 600 FEET SOUTHWEST OF A ROAD CROSSING, AT A
 FJ0387'CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 FJ0387'HEADWALL, AND 15 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
 FJ0387'A RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0469 ***********************************************************************
 GH0469  DESIGNATION -  1080
 GH0469  PID         -  GH0469
 GH0469  STATE/COUNTY-  OK/GRANT
 GH0469  COUNTRY     -  US
 GH0469  USGS QUAD   -  MEDFORD (2018)
 GH0469
 GH0469                         *CURRENT SURVEY CONTROL
 GH0469  ______________________________________________________________________
 GH0469* NAD 83(1986) POSITION- 36 48 10.     (N) 097 40 32.     (W)   SCALED
 GH0469* NAVD 88 ORTHO HEIGHT -   329.29  (+/-2cm)     1080.3   (feet) VERTCON3
 GH0469  ______________________________________________________________________
 GH0469  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 GH0469  VERT ORDER      -  ? (See Below)
 GH0469
 GH0469.The horizontal coordinates were scaled from a map and have
 GH0469.an estimated accuracy of +/- 6 seconds.
 GH0469
 GH0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0469
 GH0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0469.GEOID18 height accuracy estimate available here.
 GH0469
 GH0469.The vertical order pertains to the NGVD 29 superseded value.
 GH0469
 GH0469.Click photographs - Photos may exist for this station.
 GH0469
 GH0469;                    North         East    Units  Estimated Accuracy
 GH0469;SPC OK N     -   200,080.      628,950.      MT  (+/- 180 meters Scaled)
 GH0469
 GH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF181738(NAD 83)
 GH0469
 GH0469                          SUPERSEDED SURVEY CONTROL
 GH0469
 GH0469  NGVD 29 (??/??/92)  329.194  (m)         1080.03   (f) ADJ UNCH       
 GH0469
 GH0469.Superseded values are not recommended for survey control.
 GH0469
 GH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0469.See file dsdata.pdf to determine how the superseded data were derived.
 GH0469
 GH0469_MARKER: P = PIPE CAP
 GH0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0469_STAMPING: 1080
 GH0469_MARK LOGO: USGS
 GH0469_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0469
 GH0469  HISTORY     - Date     Condition        Report By
 GH0469  HISTORY     - 1912     MONUMENTED       USGS
 GH0469  HISTORY     - 1934     GOOD             CGS
 GH0469
 GH0469                          STATION DESCRIPTION
 GH0469
 GH0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0469'ABOUT 2.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0469'FROM THE INTERSECTION OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 GH0469'AT MEDFORD, GRANT COUNTY, ABOUT 0.4 MILE EAST OF MILEPOST 105, AT A
 GH0469'COUNTY-ROAD CROSSING, ABOUT 190 FEET SOUTH OF THE CENTERLINE OF THE
 GH0469'TRACK, AND 20 FEET EAST OF THE CENTERLINE OF THE ROAD.  A USGS
 GH0469'STANDARD CAP, STAMPED 1080 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 GH0469'PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0471 ***********************************************************************
 GH0471  DESIGNATION -  1081
 GH0471  PID         -  GH0471
 GH0471  STATE/COUNTY-  OK/GRANT
 GH0471  COUNTRY     -  US
 GH0471  USGS QUAD   -  DEER CREEK (2018)
 GH0471
 GH0471                         *CURRENT SURVEY CONTROL
 GH0471  ______________________________________________________________________
 GH0471* NAD 83(1986) POSITION- 36 48 12.     (N) 097 37 26.     (W)   SCALED
 GH0471* NAVD 88 ORTHO HEIGHT -   329.546 (meters)     1081.19  (feet) ADJUSTED
 GH0471  ______________________________________________________________________
 GH0471  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 GH0471  DYNAMIC HEIGHT  -        329.270 (meters)     1080.28  (feet) COMP
 GH0471  MODELED GRAVITY -    979,783.0   (mgal)                       NAVD 88
 GH0471
 GH0471  VERT ORDER      -  SECOND    CLASS 0
 GH0471
 GH0471.The horizontal coordinates were scaled from a map and have
 GH0471.an estimated accuracy of +/- 6 seconds.
 GH0471
 GH0471.The orthometric height was determined by differential leveling and
 GH0471.adjusted by the NATIONAL GEODETIC SURVEY
 GH0471.in June 1991.
 GH0471
 GH0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0471.GEOID18 height accuracy estimate available here.
 GH0471
 GH0471.Click photographs - Photos may exist for this station.
 GH0471
 GH0471.The dynamic height is computed by dividing the NAVD 88
 GH0471.geopotential number by the normal gravity value computed on the
 GH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0471.degrees latitude (g = 980.6199 gals.).
 GH0471
 GH0471.The modeled gravity was interpolated from observed gravity values.
 GH0471
 GH0471;                    North         East    Units  Estimated Accuracy
 GH0471;SPC OK N     -   200,160.      633,560.      MT  (+/- 180 meters Scaled)
 GH0471
 GH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF227739(NAD 83)
 GH0471
 GH0471                          SUPERSEDED SURVEY CONTROL
 GH0471
 GH0471  NGVD 29 (??/??/92)  329.455  (m)         1080.89   (f) ADJ UNCH    2 0
 GH0471
 GH0471.Superseded values are not recommended for survey control.
 GH0471
 GH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0471.See file dsdata.pdf to determine how the superseded data were derived.
 GH0471
 GH0471_MARKER: P = PIPE CAP
 GH0471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0471_STAMPING: 1081
 GH0471_MARK LOGO: USGS
 GH0471_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0471
 GH0471  HISTORY     - Date     Condition        Report By
 GH0471  HISTORY     - 1912     MONUMENTED       USGS
 GH0471  HISTORY     - 1934     GOOD             CGS
 GH0471
 GH0471                          STATION DESCRIPTION
 GH0471
 GH0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0471'5.9 MI E FROM MEDFORD.
 GH0471'ABOUT 1.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0471'RAILWAY FROM THE STATION AT NUMA, GRANT COUNTY, ABOUT 500
 GH0471'FEET EAST OF A TRESTLE, AT A PRIVATE-ROAD CROSSING, 70 FEET
 GH0471'NORTH OF THE CENTER LINE OF THE TRACK, AND 20 FEET EAST OF
 GH0471'THE CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 GH0471'STANDARD CAP, STAMPED 1081 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GH0471'IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0225 ***********************************************************************
 GH0225  DESIGNATION -  1084
 GH0225  PID         -  GH0225
 GH0225  STATE/COUNTY-  OK/KAY
 GH0225  COUNTRY     -  US
 GH0225  USGS QUAD   -  NARDIN (2018)
 GH0225
 GH0225                         *CURRENT SURVEY CONTROL
 GH0225  ______________________________________________________________________
 GH0225* NAD 83(1986) POSITION- 36 48 13.     (N) 097 24 31.     (W)   SCALED
 GH0225* NAVD 88 ORTHO HEIGHT -   330.509 (meters)     1084.34  (feet) ADJUSTED
 GH0225  ______________________________________________________________________
 GH0225  GEOID HEIGHT    -        -28.565 (meters)                     GEOID18
 GH0225  DYNAMIC HEIGHT  -        330.229 (meters)     1083.43  (feet) COMP
 GH0225  MODELED GRAVITY -    979,775.2   (mgal)                       NAVD 88
 GH0225
 GH0225  VERT ORDER      -  SECOND    CLASS 0
 GH0225
 GH0225.The horizontal coordinates were scaled from a map and have
 GH0225.an estimated accuracy of +/- 6 seconds.
 GH0225
 GH0225.The orthometric height was determined by differential leveling and
 GH0225.adjusted by the NATIONAL GEODETIC SURVEY
 GH0225.in June 1991.
 GH0225
 GH0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0225.GEOID18 height accuracy estimate available here.
 GH0225
 GH0225.Click photographs - Photos may exist for this station.
 GH0225
 GH0225.The dynamic height is computed by dividing the NAVD 88
 GH0225.geopotential number by the normal gravity value computed on the
 GH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0225.degrees latitude (g = 980.6199 gals.).
 GH0225
 GH0225.The modeled gravity was interpolated from observed gravity values.
 GH0225
 GH0225;                    North         East    Units  Estimated Accuracy
 GH0225;SPC OK N     -   200,280.      652,780.      MT  (+/- 180 meters Scaled)
 GH0225
 GH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF419742(NAD 83)
 GH0225
 GH0225                          SUPERSEDED SURVEY CONTROL
 GH0225
 GH0225  NGVD 29 (??/??/92)  330.366  (m)         1083.88   (f) ADJ UNCH    2 0
 GH0225
 GH0225.Superseded values are not recommended for survey control.
 GH0225
 GH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0225.See file dsdata.pdf to determine how the superseded data were derived.
 GH0225
 GH0225_MARKER: P = PIPE CAP
 GH0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0225_STAMPING: 1084
 GH0225_MARK LOGO: USGS
 GH0225_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0225+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1997
 GH0225
 GH0225  HISTORY     - Date     Condition        Report By
 GH0225  HISTORY     - 1911     MONUMENTED       USGS
 GH0225  HISTORY     - 1934     GOOD             CGS
 GH0225  HISTORY     - 19970402 GOOD             NGS
 GH0225
 GH0225                          STATION DESCRIPTION
 GH0225
 GH0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0225'2 MI E FROM NARDIN.
 GH0225'ABOUT 2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0225'RAILWAY FROM THE STATION AT NARDIN, KAY COUNTY, ABOUT 0.4
 GH0225'MILE EAST OF MILEPOST 120, ABOUT 345 FEET EAST OF THE EAST
 GH0225'END OF WOODEN TRESTLE 120 A, AT A DIRT-ROAD CROSSING, 45.3 FEET
 GH0225'SOUTH OF THE CENTER LINE OF THE TRACK, AND 21 FEET WEST OF THE
 GH0225'CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 GH0225'STANDARD CAP, STAMPED 1084 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GH0225'IRON PIPE.
 GH0225
 GH0225                          STATION RECOVERY (1997)
 GH0225
 GH0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GH0225'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GH0225'NARDIN, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 GH0225'ROAD, THENCE 3.2 KM (2.00 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 GH0225'0.8 KM (0.50 MI) NORTHERLY ALONG A GRAVELED ROAD, 14.3 M (46.9 FT)
 GH0225'NORTH OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED) , 9.0 M (29.5
 GH0225'FT) WEST OF THE ROAD CENTER, 0.8 M (2.6 FT) NORTHEAST OF THE EAST END
 GH0225'OF A FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND
 GH0225'PROJECTS 10 CENTIMETERS. NOTE--THE PIPE HAS BEEN HIT AND IS BENT AT A
 GH0225'45 DEGREE ANGLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0475 ***********************************************************************
 GH0475  DESIGNATION -  1085
 GH0475  PID         -  GH0475
 GH0475  STATE/COUNTY-  OK/GRANT
 GH0475  COUNTRY     -  US
 GH0475  USGS QUAD   -  DEER CREEK (2018)
 GH0475
 GH0475                         *CURRENT SURVEY CONTROL
 GH0475  ______________________________________________________________________
 GH0475* NAD 83(1986) POSITION- 36 48 12.17   (N) 097 30 58.82   (W)   HD_HELD1
 GH0475* NAVD 88 ORTHO HEIGHT -   330.739 (meters)     1085.10  (feet) ADJUSTED
 GH0475  ______________________________________________________________________
 GH0475  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 GH0475  DYNAMIC HEIGHT  -        330.460 (meters)     1084.18  (feet) COMP
 GH0475  MODELED GRAVITY -    979,778.3   (mgal)                       NAVD 88
 GH0475
 GH0475  VERT ORDER      -  SECOND    CLASS 0
 GH0475
 GH0475.The horizontal coordinates were determined by differentially corrected
 GH0475.hand held GPS observations or other comparable positioning techniques
 GH0475.and have an estimated accuracy of +/- 3 meters.
 GH0475
 GH0475.The orthometric height was determined by differential leveling and
 GH0475.adjusted by the NATIONAL GEODETIC SURVEY
 GH0475.in June 1991.
 GH0475
 GH0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0475.GEOID18 height accuracy estimate available here.
 GH0475
 GH0475.Click photographs - Photos may exist for this station.
 GH0475
 GH0475.The dynamic height is computed by dividing the NAVD 88
 GH0475.geopotential number by the normal gravity value computed on the
 GH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0475.degrees latitude (g = 980.6199 gals.).
 GH0475
 GH0475.The modeled gravity was interpolated from observed gravity values.
 GH0475
 GH0475;                    North         East    Units  Estimated Accuracy
 GH0475;SPC OK N     -   200,205.0     643,162.2     MT  (+/- 3 meters HH1 GPS) 
 GH0475
 GH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3235374087(NAD 83)
 GH0475
 GH0475                          SUPERSEDED SURVEY CONTROL
 GH0475
 GH0475  NGVD 29 (??/??/92)  330.640  (m)         1084.77   (f) ADJ UNCH    2 0
 GH0475
 GH0475.Superseded values are not recommended for survey control.
 GH0475
 GH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0475.See file dsdata.pdf to determine how the superseded data were derived.
 GH0475
 GH0475_MARKER: P = PIPE CAP
 GH0475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0475_STAMPING: 1085
 GH0475_MARK LOGO: USGS
 GH0475_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0475+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1997
 GH0475
 GH0475  HISTORY     - Date     Condition        Report By
 GH0475  HISTORY     - 1912     MONUMENTED       USGS
 GH0475  HISTORY     - 1934     GOOD             CGS
 GH0475  HISTORY     - 19970402 GOOD             NGS
 GH0475
 GH0475                          STATION DESCRIPTION
 GH0475
 GH0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0475'AT DEER CREEK, GRANT COUNTY, ABOUT 900 FEET EAST ALONG THE ATCHISON,
 GH0475'TOPEKA AND SANTA FE RAILWAY FROM THE STATION, ABOUT 0.4 MILE EAST OF
 GH0475'MILEPOST 114, AT A DIRT-ROAD CROSSING, 46.2 FEET SOUTH OF THE
 GH0475'CENTERLINE OF THE TRACK, AND 34 FEET EAST OF THE CENTERLINE OF THE
 GH0475'ROAD.  A USGS STANDARD CAP, STAMPED 1085 AND RIVETED ON THE TOP OF A
 GH0475'3-1/2-INCH IRON PIPE.
 GH0475
 GH0475                          STATION RECOVERY (1997)
 GH0475
 GH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GH0475'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GH0475'DEER CREEK, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG FIRST STREET,
 GH0475'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A PAVED ROAD, 11.2 M (36.7 FT)
 GH0475'EAST OF THE ROAD CENTER, 11.2 NORTH OF THE CENTER OF A FIELD ENTRANCE
 GH0475'AND GATE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7
 GH0475'FT) SOUTHWEST OF A METAL GUARD POST, PROJECTING 20 CM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0133 ***********************************************************************
 FJ0133  DESIGNATION -  109
 FJ0133  PID         -  FJ0133
 FJ0133  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0133  COUNTRY     -  US
 FJ0133  USGS QUAD   -  SHAWNEE (2018)
 FJ0133
 FJ0133                         *CURRENT SURVEY CONTROL
 FJ0133  ______________________________________________________________________
 FJ0133* NAD 83(1986) POSITION- 35 18 01.     (N) 096 55 11.     (W)   SCALED
 FJ0133* NAVD 88 ORTHO HEIGHT -   303.421 (meters)      995.47  (feet) ADJUSTED
 FJ0133  ______________________________________________________________________
 FJ0133  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0133  DYNAMIC HEIGHT  -        303.132 (meters)      994.53  (feet) COMP
 FJ0133  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 FJ0133
 FJ0133  VERT ORDER      -  SECOND    CLASS 0
 FJ0133
 FJ0133.The horizontal coordinates were scaled from a map and have
 FJ0133.an estimated accuracy of +/- 6 seconds.
 FJ0133
 FJ0133.The orthometric height was determined by differential leveling and
 FJ0133.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0133.in June 1991.
 FJ0133
 FJ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0133.GEOID18 height accuracy estimate available here.
 FJ0133
 FJ0133.Click photographs - Photos may exist for this station.
 FJ0133
 FJ0133.The dynamic height is computed by dividing the NAVD 88
 FJ0133.geopotential number by the normal gravity value computed on the
 FJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0133.degrees latitude (g = 980.6199 gals.).
 FJ0133
 FJ0133.The modeled gravity was interpolated from observed gravity values.
 FJ0133
 FJ0133;                    North         East    Units  Estimated Accuracy
 FJ0133;SPC OK S     -   218,710.      698,250.      MT  (+/- 180 meters Scaled)
 FJ0133
 FJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE891083(NAD 83)
 FJ0133
 FJ0133                          SUPERSEDED SURVEY CONTROL
 FJ0133
 FJ0133  NGVD 29 (??/??/92)  303.337  (m)          995.20   (f) ADJ UNCH    2 0
 FJ0133
 FJ0133.Superseded values are not recommended for survey control.
 FJ0133
 FJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0133.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0133
 FJ0133_MARKER: DB = BENCH MARK DISK
 FJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0133_STAMPING: 109 997 ADJ 1903
 FJ0133_MARK LOGO: USGS
 FJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0133+STABILITY: SURFACE MOTION
 FJ0133
 FJ0133  HISTORY     - Date     Condition        Report By
 FJ0133  HISTORY     - 1905     MONUMENTED       USGS
 FJ0133  HISTORY     - 1934     GOOD             CGS
 FJ0133
 FJ0133                          STATION DESCRIPTION
 FJ0133
 FJ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0133'1.9 MI S FROM SHAWNEE.
 FJ0133'ABOUT 1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0133'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, IN THE
 FJ0133'TOP OF LIMESTONE MILEPOST 134, AND 36 FEET WEST OF THE WEST
 FJ0133'RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FJ0133'DISK, STAMPED 109 997 ADJ 1903.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0419 ***********************************************************************
 FJ0419  DESIGNATION -  1091
 FJ0419  PID         -  FJ0419
 FJ0419  STATE/COUNTY-  OK/GRADY
 FJ0419  COUNTRY     -  US
 FJ0419  USGS QUAD   -  CHICKASHA (2018)
 FJ0419
 FJ0419                         *CURRENT SURVEY CONTROL
 FJ0419  ______________________________________________________________________
 FJ0419* NAD 83(1986) POSITION- 35 03 01.     (N) 097 56 01.     (W)   SCALED
 FJ0419* NAVD 88 ORTHO HEIGHT -   332.776 (meters)     1091.78  (feet) ADJUSTED
 FJ0419  ______________________________________________________________________
 FJ0419  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 FJ0419  DYNAMIC HEIGHT  -        332.448 (meters)     1090.71  (feet) COMP
 FJ0419  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 FJ0419
 FJ0419  VERT ORDER      -  FIRST     CLASS II
 FJ0419
 FJ0419.The horizontal coordinates were scaled from a map and have
 FJ0419.an estimated accuracy of +/- 6 seconds.
 FJ0419
 FJ0419.The orthometric height was determined by differential leveling and
 FJ0419.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0419.in June 1991.
 FJ0419
 FJ0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0419.GEOID18 height accuracy estimate available here.
 FJ0419
 FJ0419.Click photographs - Photos may exist for this station.
 FJ0419
 FJ0419.The dynamic height is computed by dividing the NAVD 88
 FJ0419.geopotential number by the normal gravity value computed on the
 FJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0419.degrees latitude (g = 980.6199 gals.).
 FJ0419
 FJ0419.The modeled gravity was interpolated from observed gravity values.
 FJ0419
 FJ0419;                    North         East    Units  Estimated Accuracy
 FJ0419;SPC OK S     -   190,460.      606,060.      MT  (+/- 180 meters Scaled)
 FJ0419
 FJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND972791(NAD 83)
 FJ0419
 FJ0419                          SUPERSEDED SURVEY CONTROL
 FJ0419
 FJ0419  NGVD 29 (??/??/92)  332.670  (m)         1091.43   (f) ADJ UNCH    1 2
 FJ0419
 FJ0419.Superseded values are not recommended for survey control.
 FJ0419
 FJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0419.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0419
 FJ0419_MARKER: DB = BENCH MARK DISK
 FJ0419_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0419+WITH SETTING: PAVEMENT
 FJ0419_SP_SET: BLOCK
 FJ0419_STAMPING: 1091
 FJ0419_MARK LOGO: USGS
 FJ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0419+STABILITY: SURFACE MOTION
 FJ0419
 FJ0419  HISTORY     - Date     Condition        Report By
 FJ0419  HISTORY     - 1907     MONUMENTED       USGS
 FJ0419  HISTORY     - 1953     GOOD             CGS
 FJ0419  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0419
 FJ0419                          STATION DESCRIPTION
 FJ0419
 FJ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0419'AT CHICKASHA.
 FJ0419'AT CHICKASHA, 1/2 BLOCK SOUTH OF THE INTERSECTION OF CHICKASHA
 FJ0419'AVENUE AND 2ND STREET, 62 FEET WEST OF THE CENTER LINE OF
 FJ0419'2ND STREET, 51 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 FJ0419'MC FARLIND HOTEL, IN THE CENTER OF THE BACK YARD OF THE HOTEL,
 FJ0419'0.4 FOOT ABOVE THE GROUND, SET VERTICALLY IN THE NORTH SIDE
 FJ0419'OF A 24 INCH SANDSTONE BLOCK.
 FJ0419
 FJ0419                          STATION RECOVERY (1986)
 FJ0419
 FJ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0373 ***********************************************************************
 FJ0373  DESIGNATION -  1092
 FJ0373  PID         -  FJ0373
 FJ0373  STATE/COUNTY-  OK/MCCLAIN
 FJ0373  COUNTRY     -  US
 FJ0373  USGS QUAD   -  PURCELL (2018)
 FJ0373
 FJ0373                         *CURRENT SURVEY CONTROL
 FJ0373  ______________________________________________________________________
 FJ0373* NAD 83(1986) POSITION- 35 00 44.3    (N) 097 21 33.3    (W)   HD_HELD2
 FJ0373* NAVD 88 ORTHO HEIGHT -   333.600 (meters)     1094.49  (feet) ADJUSTED
 FJ0373  ______________________________________________________________________
 FJ0373  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 FJ0373  DYNAMIC HEIGHT  -        333.277 (meters)     1093.43  (feet) COMP
 FJ0373  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 FJ0373
 FJ0373  VERT ORDER      -  SECOND    CLASS 0
 FJ0373
 FJ0373.The horizontal coordinates were established by autonomous hand held GPS
 FJ0373.observations and have an estimated accuracy of +/- 10 meters.
 FJ0373
 FJ0373.The orthometric height was determined by differential leveling and
 FJ0373.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0373.in July 2002.
 FJ0373
 FJ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0373.GEOID18 height accuracy estimate available here.
 FJ0373
 FJ0373.Click photographs - Photos may exist for this station.
 FJ0373
 FJ0373.The dynamic height is computed by dividing the NAVD 88
 FJ0373.geopotential number by the normal gravity value computed on the
 FJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0373.degrees latitude (g = 980.6199 gals.).
 FJ0373
 FJ0373.The modeled gravity was interpolated from observed gravity values.
 FJ0373
 FJ0373;                    North         East    Units  Estimated Accuracy
 FJ0373;SPC OK S     -   186,426.      658,482.      MT  (+/- 10 meters HH2 GPS)
 FJ0373
 FJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4970575637(NAD 83)
 FJ0373
 FJ0373                          SUPERSEDED SURVEY CONTROL
 FJ0373
 FJ0373  NAVD 88 (06/15/91)  333.626  (m)         1094.57   (f) SUPERSEDED  2 0
 FJ0373  NGVD 29 (??/??/92)  333.526  (m)         1094.24   (f) ADJ UNCH    2 0
 FJ0373
 FJ0373.Superseded values are not recommended for survey control.
 FJ0373
 FJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0373.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0373
 FJ0373_MARKER: DB = BENCH MARK DISK
 FJ0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0373_SP_SET: BUILDING
 FJ0373_STAMPING: 1092
 FJ0373_MARK LOGO: USGS
 FJ0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0373+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 FJ0373
 FJ0373  HISTORY     - Date     Condition        Report By
 FJ0373  HISTORY     - 1897     MONUMENTED       USGS
 FJ0373  HISTORY     - 1934     GOOD             CGS
 FJ0373  HISTORY     - 19970429 GOOD             NGS
 FJ0373  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0373
 FJ0373                          STATION DESCRIPTION
 FJ0373
 FJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0373'IN PURCELL.
 FJ0373'IN THE TOWN OF PURCELL TABLET SET VERTICALLY IN BRICK WALL
 FJ0373'ON SOUTHWEST CORNER OF OLD COURTHOUSE (NOW USED FOR FORD SERVICE
 FJ0373'GARAGE), 17.2 FEET EAST OF PALACINE MONUMENT, 4.1 FEET BELOW
 FJ0373'WINDOW, 2.5 FEET EAST OF SOUTHWEST CORNER OF BUILDING, 1.4 FEET
 FJ0373'ABOVE SIDEWALK.
 FJ0373
 FJ0373                          STATION RECOVERY (1997)
 FJ0373
 FJ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0373'IN PURCELL, AT THE INTERSECTION OF MAIN AND CANADIAN STREETS, SET
 FJ0373'VERTICALLY IN THE SOUTH FACE OF A STORAGE BUILDING (OLD COURTHOUSE) ,
 FJ0373'18.6 M (61.0 FT) NORTH OF THE CENTER OF MAIN STREET, 14.2 M (46.6 FT)
 FJ0373'EAST OF THE CENTER OF CANADIAN STREET, 1.1 M (3.6 FT) WEST OF THE
 FJ0373'CENTER OF A WINDOW, 0.7 M (2.3 FT) EAST OF THE SOUTHWEST CORNER OF THE
 FJ0373'BUILDING, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF CANADIAN STREET.
 FJ0373
 FJ0373                          STATION RECOVERY (2009)
 FJ0373
 FJ0373'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0183 ***********************************************************************
 FJ0183  DESIGNATION -  11
 FJ0183  PID         -  FJ0183
 FJ0183  STATE/COUNTY-  OK/LINCOLN
 FJ0183  COUNTRY     -  US
 FJ0183  USGS QUAD   -  ARLINGTON (2018)
 FJ0183
 FJ0183                         *CURRENT SURVEY CONTROL
 FJ0183  ______________________________________________________________________
 FJ0183* NAD 83(1986) POSITION- 35 30 10.     (N) 096 37 49.     (W)   SCALED
 FJ0183* NAVD 88 ORTHO HEIGHT -   305.276 (meters)     1001.56  (feet) POSTED
 FJ0183  ______________________________________________________________________
 FJ0183  GEOID HEIGHT    -        -27.920 (meters)                     GEOID18
 FJ0183  DYNAMIC HEIGHT  -        304.99  (meters)     1000.6   (feet) COMP
 FJ0183  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FJ0183
 FJ0183  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0183
 FJ0183.The horizontal coordinates were scaled from a map and have
 FJ0183.an estimated accuracy of +/- 6 seconds.
 FJ0183
 FJ0183.The orthometric height was determined by differential leveling
 FJ0183.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0183
 FJ0183.* This is a POSTED BENCH MARK height.
 FJ0183
 FJ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0183.GEOID18 height accuracy estimate available here.
 FJ0183
 FJ0183.Click photographs - Photos may exist for this station.
 FJ0183
 FJ0183.The dynamic height is computed by dividing the NAVD 88
 FJ0183.geopotential number by the normal gravity value computed on the
 FJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0183.degrees latitude (g = 980.6199 gals.).
 FJ0183
 FJ0183.The modeled gravity was interpolated from observed gravity values.
 FJ0183
 FJ0183;                    North         East    Units  Estimated Accuracy
 FJ0183;SPC OK N     -    56,660.      724,270.      MT  (+/- 180 meters Scaled)
 FJ0183
 FJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE149313(NAD 83)
 FJ0183
 FJ0183                          SUPERSEDED SURVEY CONTROL
 FJ0183
 FJ0183  NGVD 29 (??/??/92)  305.155  (m)         1001.16   (f) ADJ UNCH    1 2
 FJ0183
 FJ0183.Superseded values are not recommended for survey control.
 FJ0183
 FJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0183.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0183
 FJ0183_MARKER: DD = SURVEY DISK
 FJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0183_STAMPING: JAS 11 1927 1001.163
 FJ0183_MARK LOGO: USGS
 FJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0183+STABILITY: SURFACE MOTION
 FJ0183
 FJ0183  HISTORY     - Date     Condition        Report By
 FJ0183  HISTORY     - 1927     MONUMENTED       USGS
 FJ0183  HISTORY     - 1933     GOOD             CGS
 FJ0183  HISTORY     - 1934     GOOD             CGS
 FJ0183  HISTORY     - 20220608 MARK NOT FOUND   OKDOT
 FJ0183
 FJ0183                          STATION DESCRIPTION
 FJ0183
 FJ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0183'3.6 MI E FROM PRAGUE.
 FJ0183'3.6 MILES E OF PRAGUE ON THE FT. S. AND W. R. R. MILE POLE NO
 FJ0183'155 PLUS 1 POLE, A TEAGRADE CROSSING, 55 FEET S. OF THER RAILROAD,
 FJ0183'20 FEET E. OF THE C.1. OF THE ROAD.  A FENCE POST IS PAINTED
 FJ0183'1001/1
 FJ0183
 FJ0183                          STATION RECOVERY (1934)
 FJ0183
 FJ0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0183'RECOVERED IN GOOD CONDITION.
 FJ0183
 FJ0183                          STATION RECOVERY (2022)
 FJ0183
 FJ0183'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0315 ***********************************************************************
 GH0315  DESIGNATION -  11 B 1
 GH0315  PID         -  GH0315
 GH0315  STATE/COUNTY-  OK/PAYNE
 GH0315  COUNTRY     -  US
 GH0315  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0315
 GH0315                         *CURRENT SURVEY CONTROL
 GH0315  ______________________________________________________________________
 GH0315* NAD 83(1986) POSITION- 36 14 25.     (N) 097 04 09.     (W)   SCALED
 GH0315* NAVD 88 ORTHO HEIGHT -   294.088 (meters)      964.85  (feet) ADJUSTED
 GH0315  ______________________________________________________________________
 GH0315  GEOID HEIGHT    -        -28.353 (meters)                     GEOID18
 GH0315  DYNAMIC HEIGHT  -        293.827 (meters)      964.00  (feet) COMP
 GH0315  MODELED GRAVITY -    979,736.6   (mgal)                       NAVD 88
 GH0315
 GH0315  VERT ORDER      -  SECOND    CLASS 0
 GH0315
 GH0315.The horizontal coordinates were scaled from a map and have
 GH0315.an estimated accuracy of +/- 6 seconds.
 GH0315
 GH0315.The orthometric height was determined by differential leveling and
 GH0315.adjusted by the NATIONAL GEODETIC SURVEY
 GH0315.in June 1991.
 GH0315
 GH0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0315.GEOID18 height accuracy estimate available here.
 GH0315
 GH0315.Click photographs - Photos may exist for this station.
 GH0315
 GH0315.The dynamic height is computed by dividing the NAVD 88
 GH0315.geopotential number by the normal gravity value computed on the
 GH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0315.degrees latitude (g = 980.6199 gals.).
 GH0315
 GH0315.The modeled gravity was interpolated from observed gravity values.
 GH0315
 GH0315;                    North         East    Units  Estimated Accuracy
 GH0315;SPC OK N     -   138,010.      683,670.      MT  (+/- 180 meters Scaled)
 GH0315
 GH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF735123(NAD 83)
 GH0315
 GH0315                          SUPERSEDED SURVEY CONTROL
 GH0315
 GH0315  NGVD 29 (??/??/92)  293.968  (m)          964.46   (f) ADJ UNCH    2 0
 GH0315
 GH0315.Superseded values are not recommended for survey control.
 GH0315
 GH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0315.See file dsdata.pdf to determine how the superseded data were derived.
 GH0315
 GH0315_MARKER: DD = SURVEY DISK
 GH0315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0315_STAMPING: 11 B 1
 GH0315_MARK LOGO: CGS+SS
 GH0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0315
 GH0315  HISTORY     - Date     Condition        Report By
 GH0315  HISTORY     - 1934     MONUMENTED       OKGS
 GH0315  HISTORY     - 1964     POOR             USGS
 GH0315
 GH0315                          STATION DESCRIPTION
 GH0315
 GH0315'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GH0315'2.8 MI S FROM MORRISON.
 GH0315'IN PAYNE COUNTY, 2.8 MILES SOUTH ALONG STATE HIGHWAY 51 FROM
 GH0315'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT MORRISON, NOBLE
 GH0315'COUNTY, AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GH0315'A STATE SURVEY STANDARD DISK, STAMPED 11 B 1 AND SET IN THE
 GH0315'TOP OF A CONCRETE POST.  NOTE-- A LARGE PIECE OF CONCRETE
 GH0315'HAS BEEN CHIPPED OFF THE TOP OF THE POST AND ABOUT 1/2 OF
 GH0315'THE TABLET IS GONE.
 GH0315
 GH0315                          STATION RECOVERY (1964)
 GH0315
 GH0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GH0315'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0834 ***********************************************************************
 FJ0834  DESIGNATION -  11 B 25 TT
 FJ0834  PID         -  FJ0834
 FJ0834  STATE/COUNTY-  OK/PAYNE
 FJ0834  COUNTRY     -  US
 FJ0834  USGS QUAD   -  PERKINS (2018)
 FJ0834
 FJ0834                         *CURRENT SURVEY CONTROL
 FJ0834  ______________________________________________________________________
 FJ0834* NAD 83(1993) POSITION- 35 59 07.37561(N) 097 06 30.09336(W)   ADJUSTED
 FJ0834* NAVD 88 ORTHO HEIGHT -   272.03  (+/-2cm)      892.5   (feet) VERTCON3
 FJ0834  ______________________________________________________________________
 FJ0834  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 FJ0834  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 FJ0834  HORZ ORDER      -  SECOND
 FJ0834  VERT ORDER      -  THIRD ? (See Below)
 FJ0834
 FJ0834.The horizontal coordinates were established by classical geodetic methods
 FJ0834.and adjusted by the National Geodetic Survey in November 1994.
 FJ0834
 FJ0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0834
 FJ0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0834.GEOID18 height accuracy estimate available here.
 FJ0834
 FJ0834.The vertical order pertains to the NGVD 29 superseded value.
 FJ0834
 FJ0834.Click photographs - Photos may exist for this station.
 FJ0834
 FJ0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0834
 FJ0834. The following values were computed from the NAD 83(1993) position.
 FJ0834
 FJ0834;                    North         East     Units Scale Factor Converg.
 FJ0834;SPC OK N     -   109,699.884   680,403.335   MT  0.99995043   +0 31 34.3
 FJ0834;SPC OK N     -   359,907.04  2,232,289.94   sFT  0.99995043   +0 31 34.3
 FJ0834;UTM  14      - 3,983,981.537   670,530.214   MT  0.99995834   +1 06 42.3
 FJ0834
 FJ0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0834!SPC OK N     -   0.99996171  x   0.99995043  =   0.99991214
 FJ0834!UTM  14      -   0.99996171  x   0.99995834  =   0.99992005
 FJ0834
 FJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7053083981(NAD 83)
 FJ0834
 FJ0834                          SUPERSEDED SURVEY CONTROL
 FJ0834
 FJ0834  NAD 83(1986)-  35 59 07.38523(N)    097 06 30.07679(W) AD(       ) 2
 FJ0834  NAD 27      -  35 59 07.19444(N)    097 06 28.94679(W) AD(       ) 2
 FJ0834  NGVD 29             271.92   (m)          892.1    (f) LEVELING    3  
 FJ0834
 FJ0834.Superseded values are not recommended for survey control.
 FJ0834
 FJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0834.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0834
 FJ0834_MARKER: DD = SURVEY DISK
 FJ0834_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0834_STAMPING: 11 B 25 TT 1934
 FJ0834_MARK LOGO: CGS+SS
 FJ0834_PROJECTION: RECESSED 38 CENTIMETERS
 FJ0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0834
 FJ0834  HISTORY     - Date     Condition        Report By
 FJ0834  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0834  HISTORY     - 1954     GOOD             OKGS
 FJ0834  HISTORY     - 20191211 GOOD             MCA
 FJ0834
 FJ0834                          STATION DESCRIPTION
 FJ0834
 FJ0834'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1954 (ITS)
 FJ0834'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 FJ0834'33, 7 MILES EAST-NORTHEAST OF COYLE AND 4 MILES WEST OF
 FJ0834'PERKINS.
 FJ0834'
 FJ0834'THE STATION IS A U.S.C. AND G.S. AND OKLA. STATE SURVEY DISK
 FJ0834'SET IN A CONCRETE MONUMENT 15 INCHES BELOW THE SURFACE OF
 FJ0834'THE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER LINE OF STATE
 FJ0834'HIGHWAY 33, 36 FEET EAST OF POWER LINE POLE NO. 26/15 AND
 FJ0834'210.711 METERS EAST OF TRIANGULATION STATION WILDHORSE FROM WHICH
 FJ0834'A TRAVERSE CONNECTION WAS MADE.
 FJ0834'
 FJ0834'THE DISK IS STAMPED TT 11 B 25 1934.
 FJ0834
 FJ0834                          STATION RECOVERY (2019)
 FJ0834
 FJ0834'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ0834'IT IS 36 FT (11.0 M) WEST OF WOOD UTILITY POLE NO.26/15, 1 FT (0.3 M)
 FJ0834'SOUTH OF AN EAST-WEST WIRE FENCE AND 135 FT (41.1 M) WEST OF FIELD
 FJ0834'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0322 ***********************************************************************
 GH0322  DESIGNATION -  11 B 9
 GH0322  PID         -  GH0322
 GH0322  STATE/COUNTY-  OK/PAYNE
 GH0322  COUNTRY     -  US
 GH0322  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0322
 GH0322                         *CURRENT SURVEY CONTROL
 GH0322  ______________________________________________________________________
 GH0322* NAD 83(1986) POSITION- 36 07 18.5    (N) 097 04 03.2    (W)   HD_HELD1
 GH0322* NAVD 88 ORTHO HEIGHT -   278.376 (meters)      913.31  (feet) ADJUSTED
 GH0322  ______________________________________________________________________
 GH0322  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 GH0322  DYNAMIC HEIGHT  -        278.126 (meters)      912.49  (feet) COMP
 GH0322  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 GH0322
 GH0322  VERT ORDER      -  SECOND    CLASS 0
 GH0322
 GH0322.The horizontal coordinates were determined by differentially corrected
 GH0322.hand held GPS observations or other comparable positioning techniques
 GH0322.and have an estimated accuracy of +/- 3 meters.
 GH0322
 GH0322.The orthometric height was determined by differential leveling and
 GH0322.adjusted by the NATIONAL GEODETIC SURVEY
 GH0322.in June 1991.
 GH0322
 GH0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0322.GEOID18 height accuracy estimate available here.
 GH0322
 GH0322.Click photographs - Photos may exist for this station.
 GH0322
 GH0322.The dynamic height is computed by dividing the NAVD 88
 GH0322.geopotential number by the normal gravity value computed on the
 GH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0322.degrees latitude (g = 980.6199 gals.).
 GH0322
 GH0322.The modeled gravity was interpolated from observed gravity values.
 GH0322
 GH0322;                    North         East    Units  Estimated Accuracy
 GH0322;SPC OK N     -   124,870.5     683,937.3     MT  (+/- 3 meters HH1 GPS) 
 GH0322
 GH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7390899187(NAD 83)
 GH0322
 GH0322                          SUPERSEDED SURVEY CONTROL
 GH0322
 GH0322  NGVD 29 (??/??/92)  278.260  (m)          912.92   (f) ADJ UNCH    2 0
 GH0322
 GH0322.Superseded values are not recommended for survey control.
 GH0322
 GH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0322.See file dsdata.pdf to determine how the superseded data were derived.
 GH0322
 GH0322_MARKER: DD = SURVEY DISK
 GH0322_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0322_STAMPING: 11 B 9 TT 1934
 GH0322_MARK LOGO: CGS+SS
 GH0322_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0322+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2022
 GH0322
 GH0322  HISTORY     - Date     Condition        Report By
 GH0322  HISTORY     - 1934     MONUMENTED       OKGS
 GH0322  HISTORY     - 1964     GOOD             CGS
 GH0322  HISTORY     - 20220217 GOOD             INDIV
 GH0322  HISTORY     - 20221219 GOOD             USPSQD
 GH0322
 GH0322                          STATION DESCRIPTION
 GH0322
 GH0322'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GH0322'AT STILLWATER.
 GH0322'AT STILLWATER, PAYNE COUNTY, ON THE CAMPUS OF THE OKLAHOMA A.
 GH0322'AND M. COLLEGE, 30 FEET WEST OF THE NORTH ENTRANCE TO THE
 GH0322'ENGINEERING BUILDING, AND 6 FEET EAST OF THE NORTHWEST CORNER OF
 GH0322'THE BUILDING.  A STATE SURVEY STANDARD DISK, STAMPED 11 B 9 1934
 GH0322'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW LOCATED
 GH0322'ON THE GROUNDS OF GUNDERSEN HALL, WHICH WAS THE OLD ENGINEERING
 GH0322'BUILDING.
 GH0322
 GH0322                          STATION RECOVERY (1964)
 GH0322
 GH0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GH0322'RECOVERED IN GOOD CONDITION.
 GH0322
 GH0322                          STATION RECOVERY (2022)
 GH0322
 GH0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (DM)
 GH0322'MARK WAS FOUND NEAR THE CORNER OF A 3 STORY BUILDING.
 GH0322
 GH0322                          STATION RECOVERY (2022)
 GH0322
 GH0322'RECOVERY NOTE BY US POWER SQUADRON 2022 (GDS)
 GH0322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0749 ***********************************************************************
 GJ0749  DESIGNATION -  11 C 11 TT
 GJ0749  PID         -  GJ0749
 GJ0749  STATE/COUNTY-  OK/HARPER
 GJ0749  COUNTRY     -  US
 GJ0749  USGS QUAD   -  LAVERNE (2018)
 GJ0749
 GJ0749                         *CURRENT SURVEY CONTROL
 GJ0749  ______________________________________________________________________
 GJ0749* NAD 83(1997) POSITION- 36 39 53.75009(N) 099 53 28.08107(W)   ADJUSTED
 GJ0749* NAVD 88 ORTHO HEIGHT -   684.6   (meters)     2246.    (feet) VERTCON3
 GJ0749  ______________________________________________________________________
 GJ0749  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 GJ0749  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 GJ0749  HORZ ORDER      -  SECOND
 GJ0749  VERT ORDER      -  THIRD ? (See Below)
 GJ0749
 GJ0749.The horizontal coordinates were established by classical geodetic methods
 GJ0749.and adjusted by the National Geodetic Survey in October 1998.
 GJ0749
 GJ0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0749
 GJ0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0749.GEOID18 height accuracy estimate available here.
 GJ0749
 GJ0749.The vertical order pertains to the NGVD 29 superseded value.
 GJ0749
 GJ0749.Click photographs - Photos may exist for this station.
 GJ0749
 GJ0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0749
 GJ0749. The following values were computed from the NAD 83(1997) position.
 GJ0749
 GJ0749;                    North         East     Units Scale Factor Converg.
 GJ0749;SPC OK N     -   186,379.946   430,944.847   MT  0.99998302   -1 06 57.8
 GJ0749;SPC OK N     -   611,481.54  1,413,858.22   sFT  0.99998302   -1 06 57.8
 GJ0749;UTM  14      - 4,058,072.907   420,362.946   MT  0.99967813   -0 31 55.8
 GJ0749
 GJ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0749!SPC OK N     -   0.99989695  x   0.99998302  =   0.99987997
 GJ0749!UTM  14      -   0.99989695  x   0.99967813  =   0.99957511
 GJ0749
 GJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2036258072(NAD 83)
 GJ0749
 GJ0749                          SUPERSEDED SURVEY CONTROL
 GJ0749
 GJ0749  NAD 83(1993)-  36 39 53.75018(N)    099 53 28.08095(W) AD(       ) 2
 GJ0749  NAD 83(1986)-  36 39 53.75773(N)    099 53 28.07079(W) AD(       ) 2
 GJ0749  NAD 27      -  36 39 53.63936(N)    099 53 26.61192(W) AD(       ) 2
 GJ0749
 GJ0749.Superseded values are not recommended for survey control.
 GJ0749
 GJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0749.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0749
 GJ0749_MARKER: DD = SURVEY DISK
 GJ0749_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0749_STAMPING: 11 C 11 TT
 GJ0749_MARK LOGO: CGS+SS
 GJ0749_PROJECTION: PROJECTING 8 CENTIMETERS
 GJ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0749
 GJ0749  HISTORY     - Date     Condition        Report By
 GJ0749  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0749  HISTORY     - 1935     GOOD             CGS
 GJ0749
 GJ0749                          STATION DESCRIPTION
 GJ0749
 GJ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0749'STATION IS LOCATED IN NORTHWEST CORNER OF THE NORTHWEST QUARTER
 GJ0749'OF SEC. 10, T. 25 N., R. 25 W., ABOUT 3.0 MILES SOUTH OF
 GJ0749'LAVERNE AND 0.3 MILE NORTH OF PHILLIPS PIPE-LINE STATION, 400
 GJ0749'FEET SOUTH OF SECTION-LINE ROAD LEADING EAST, 32 FEET EAST OF
 GJ0749'CENTERLINE OF NORTH-AND-SOUTH ROAD, ON EAST RIGHT-OF-WAY FENCE
 GJ0749'LINE.
 GJ0749'
 GJ0749'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY AND STATE
 GJ0749'SURVEY DISK CAST IN THE TOP OF A 6- BY 6-INCH CONCRETE POST
 GJ0749'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0749'IT IS IN GOOD CONDITION.
 GJ0749'
 GJ0749'REACHED FROM LAVERNE RAILROAD STATION AT EAST SIDE OF TOWN
 GJ0749'BY GOING SOUTH 3.1 MILES TO TOP OF SMALL RIDGE AND STATION.
 GJ0749'
 GJ0749'A TIE WAS MADE FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 GJ0749'STATION WELLS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0390 ***********************************************************************
 GJ0390  DESIGNATION -  11 C 21
 GJ0390  PID         -  GJ0390
 GJ0390  STATE/COUNTY-  OK/HARPER
 GJ0390  COUNTRY     -  US
 GJ0390  USGS QUAD   -  ROSSTON SE (2018)
 GJ0390
 GJ0390                         *CURRENT SURVEY CONTROL
 GJ0390  ______________________________________________________________________
 GJ0390* NAD 83(1986) POSITION- 36 48 42.76   (N) 099 51 24.51   (W)   HD_HELD1
 GJ0390* NAVD 88 ORTHO HEIGHT -   662.135 (meters)     2172.35  (feet) ADJUSTED
 GJ0390  ______________________________________________________________________
 GJ0390  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 GJ0390  DYNAMIC HEIGHT  -        661.517 (meters)     2170.33  (feet) COMP
 GJ0390  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 GJ0390
 GJ0390  VERT ORDER      -  SECOND    CLASS 0
 GJ0390
 GJ0390.The horizontal coordinates were determined by differentially corrected
 GJ0390.hand held GPS observations or other comparable positioning techniques
 GJ0390.and have an estimated accuracy of +/- 3 meters.
 GJ0390
 GJ0390.The orthometric height was determined by differential leveling and
 GJ0390.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0390.in June 1991.
 GJ0390
 GJ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0390.GEOID18 height accuracy estimate available here.
 GJ0390
 GJ0390.Click photographs - Photos may exist for this station.
 GJ0390
 GJ0390.The dynamic height is computed by dividing the NAVD 88
 GJ0390.geopotential number by the normal gravity value computed on the
 GJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0390.degrees latitude (g = 980.6199 gals.).
 GJ0390
 GJ0390.The modeled gravity was interpolated from observed gravity values.
 GJ0390
 GJ0390;                    North         East    Units  Estimated Accuracy
 GJ0390;SPC OK N     -   202,624.8     434,324.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0390
 GJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2357674346(NAD 83)
 GJ0390
 GJ0390                          SUPERSEDED SURVEY CONTROL
 GJ0390
 GJ0390  NGVD 29 (??/??/92)  661.855  (m)         2171.44   (f) ADJ UNCH    2 0
 GJ0390
 GJ0390.Superseded values are not recommended for survey control.
 GJ0390
 GJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0390.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0390
 GJ0390_MARKER: DD = SURVEY DISK
 GJ0390_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0390_STAMPING: 11 C 21 TT 1934
 GJ0390_MARK LOGO: CGS+SS
 GJ0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0390
 GJ0390  HISTORY     - Date     Condition        Report By
 GJ0390  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0390  HISTORY     - 1971     MARK NOT FOUND   NGS
 GJ0390
 GJ0390                          STATION DESCRIPTION
 GJ0390
 GJ0390'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0390'4.3 MI E FROM ROSSTON.
 GJ0390'580 FEET WEST OF SECTION CORNER COMMON TO SECTIONS 13, 14, 23,
 GJ0390'AND 24, IN SECTION 23, TOWNSHIP 27 NORTH, RANGE 25 WEST, 45
 GJ0390'FEET SOUTH OF HIGHWAY 64, 1 FOOT NORTH OF FENCE LINE.
 GJ0390
 GJ0390                          STATION RECOVERY (1971)
 GJ0390
 GJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GJ0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0391 ***********************************************************************
 GJ0391  DESIGNATION -  11 C 22
 GJ0391  PID         -  GJ0391
 GJ0391  STATE/COUNTY-  OK/HARPER
 GJ0391  COUNTRY     -  US
 GJ0391  USGS QUAD   -  ROSSTON SE (2018)
 GJ0391
 GJ0391                         *CURRENT SURVEY CONTROL
 GJ0391  ______________________________________________________________________
 GJ0391* NAD 83(1986) POSITION- 36 48 43.87   (N) 099 49 28.59   (W)   HD_HELD1
 GJ0391* NAVD 88 ORTHO HEIGHT -   658.491 (meters)     2160.40  (feet) ADJUSTED
 GJ0391  ______________________________________________________________________
 GJ0391  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 GJ0391  DYNAMIC HEIGHT  -        657.876 (meters)     2158.38  (feet) COMP
 GJ0391  MODELED GRAVITY -    979,677.2   (mgal)                       NAVD 88
 GJ0391
 GJ0391  VERT ORDER      -  SECOND    CLASS 0
 GJ0391
 GJ0391.The horizontal coordinates were determined by differentially corrected
 GJ0391.hand held GPS observations or other comparable positioning techniques
 GJ0391.and have an estimated accuracy of +/- 3 meters.
 GJ0391
 GJ0391.The orthometric height was determined by differential leveling and
 GJ0391.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0391.in June 1991.
 GJ0391
 GJ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0391.GEOID18 height accuracy estimate available here.
 GJ0391
 GJ0391.Click photographs - Photos may exist for this station.
 GJ0391
 GJ0391.The dynamic height is computed by dividing the NAVD 88
 GJ0391.geopotential number by the normal gravity value computed on the
 GJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0391.degrees latitude (g = 980.6199 gals.).
 GJ0391
 GJ0391.The modeled gravity was interpolated from observed gravity values.
 GJ0391
 GJ0391;                    North         East    Units  Estimated Accuracy
 GJ0391;SPC OK N     -   202,604.5     437,198.2     MT  (+/- 3 meters HH1 GPS) 
 GJ0391
 GJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2644874355(NAD 83)
 GJ0391
 GJ0391                          SUPERSEDED SURVEY CONTROL
 GJ0391
 GJ0391  NGVD 29 (??/??/92)  658.213  (m)         2159.49   (f) ADJ UNCH    2 0
 GJ0391
 GJ0391.Superseded values are not recommended for survey control.
 GJ0391
 GJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0391.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0391
 GJ0391_MARKER: DD = SURVEY DISK
 GJ0391_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0391_STAMPING: 11 C 22 TT 1934
 GJ0391_MARK LOGO: CGS+SS
 GJ0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0391
 GJ0391  HISTORY     - Date     Condition        Report By
 GJ0391  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0391  HISTORY     - 1971     MARK NOT FOUND   NGS
 GJ0391
 GJ0391                          STATION DESCRIPTION
 GJ0391
 GJ0391'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0391'6.1 MI E FROM ROSSTON.
 GJ0391'1850 FEET WEST OF SECTION CORNER COMMON TO SECTIONS 17, 18, 19,
 GJ0391'AND 20, IN SECTION 18, TOWNSHIP 27 NORTH, RANGE 24 WEST, 45 FEET
 GJ0391'NORTH OF CENTER LINE OF HIGHWAY 64, 6 INCHES SOUTH OF THE FENCE
 GJ0391'LINE.
 GJ0391
 GJ0391                          STATION RECOVERY (1971)
 GJ0391
 GJ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GJ0391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0393 ***********************************************************************
 GJ0393  DESIGNATION -  11 C 23
 GJ0393  PID         -  GJ0393
 GJ0393  STATE/COUNTY-  OK/HARPER
 GJ0393  COUNTRY     -  US
 GJ0393  USGS QUAD   -  ROSSTON SE (2018)
 GJ0393
 GJ0393                         *CURRENT SURVEY CONTROL
 GJ0393  ______________________________________________________________________
 GJ0393* NAD 83(1986) POSITION- 36 48 44.50   (N) 099 47 28.95   (W)   HD_HELD1
 GJ0393* NAVD 88 ORTHO HEIGHT -   632.562 (meters)     2075.33  (feet) ADJUSTED
 GJ0393  ______________________________________________________________________
 GJ0393  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 GJ0393  DYNAMIC HEIGHT  -        631.973 (meters)     2073.40  (feet) COMP
 GJ0393  MODELED GRAVITY -    979,679.1   (mgal)                       NAVD 88
 GJ0393
 GJ0393  VERT ORDER      -  SECOND    CLASS 0
 GJ0393
 GJ0393.The horizontal coordinates were determined by differentially corrected
 GJ0393.hand held GPS observations or other comparable positioning techniques
 GJ0393.and have an estimated accuracy of +/- 3 meters.
 GJ0393
 GJ0393.The orthometric height was determined by differential leveling and
 GJ0393.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0393.in June 1991.
 GJ0393
 GJ0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0393.GEOID18 height accuracy estimate available here.
 GJ0393
 GJ0393.Click photographs - Photos may exist for this station.
 GJ0393
 GJ0393.The dynamic height is computed by dividing the NAVD 88
 GJ0393.geopotential number by the normal gravity value computed on the
 GJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0393.degrees latitude (g = 980.6199 gals.).
 GJ0393
 GJ0393.The modeled gravity was interpolated from observed gravity values.
 GJ0393
 GJ0393;                    North         East    Units  Estimated Accuracy
 GJ0393;SPC OK N     -   202,568.7     440,163.4     MT  (+/- 3 meters HH1 GPS) 
 GJ0393
 GJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2941374349(NAD 83)
 GJ0393
 GJ0393                          SUPERSEDED SURVEY CONTROL
 GJ0393
 GJ0393  NGVD 29 (??/??/92)  632.286  (m)         2074.43   (f) ADJ UNCH    2 0
 GJ0393
 GJ0393.Superseded values are not recommended for survey control.
 GJ0393
 GJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0393.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0393
 GJ0393_MARKER: DD = SURVEY DISK
 GJ0393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0393_STAMPING: 11 C 23 TT 1934
 GJ0393_MARK LOGO: CGS+SS
 GJ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0393
 GJ0393  HISTORY     - Date     Condition        Report By
 GJ0393  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0393  HISTORY     - 1971     MARK NOT FOUND   NGS
 GJ0393
 GJ0393                          STATION DESCRIPTION
 GJ0393
 GJ0393'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0393'8 MI E FROM ROSSTON.
 GJ0393'2568 FEET EAST OF SECTION CORNER COMMON TO SECTIONS 16, 17, 20,
 GJ0393'AND 21, 45 FEET NORTH OF CENTER LINE OF HIGHWAY 64, 1 FOOT SOUTH
 GJ0393'OF FENCE LINE, IN SECTION 16, TOWNSHIP 27 NORTH, RANGE 24 WEST.
 GJ0393
 GJ0393                          STATION RECOVERY (1971)
 GJ0393
 GJ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GJ0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0394 ***********************************************************************
 GJ0394  DESIGNATION -  11 C 24
 GJ0394  PID         -  GJ0394
 GJ0394  STATE/COUNTY-  OK/HARPER
 GJ0394  COUNTRY     -  US
 GJ0394  USGS QUAD   -  ROSSTON SE (2018)
 GJ0394
 GJ0394                         *CURRENT SURVEY CONTROL
 GJ0394  ______________________________________________________________________
 GJ0394* NAD 83(1986) POSITION- 36 48 43.     (N) 099 46 05.     (W)   SCALED
 GJ0394* NAVD 88 ORTHO HEIGHT -   622.266 (meters)     2041.55  (feet) ADJUSTED
 GJ0394  ______________________________________________________________________
 GJ0394  GEOID HEIGHT    -        -27.824 (meters)                     GEOID18
 GJ0394  DYNAMIC HEIGHT  -        621.686 (meters)     2039.65  (feet) COMP
 GJ0394  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 GJ0394
 GJ0394  VERT ORDER      -  SECOND    CLASS 0
 GJ0394
 GJ0394.The horizontal coordinates were scaled from a map and have
 GJ0394.an estimated accuracy of +/- 6 seconds.
 GJ0394
 GJ0394.The orthometric height was determined by differential leveling and
 GJ0394.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0394.in June 1991.
 GJ0394
 GJ0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0394.GEOID18 height accuracy estimate available here.
 GJ0394
 GJ0394.Click photographs - Photos may exist for this station.
 GJ0394
 GJ0394.The dynamic height is computed by dividing the NAVD 88
 GJ0394.geopotential number by the normal gravity value computed on the
 GJ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0394.degrees latitude (g = 980.6199 gals.).
 GJ0394
 GJ0394.The modeled gravity was interpolated from observed gravity values.
 GJ0394
 GJ0394;                    North         East    Units  Estimated Accuracy
 GJ0394;SPC OK N     -   202,480.      442,240.      MT  (+/- 180 meters Scaled)
 GJ0394
 GJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF314742(NAD 83)
 GJ0394
 GJ0394                          SUPERSEDED SURVEY CONTROL
 GJ0394
 GJ0394  NGVD 29 (??/??/92)  621.990  (m)         2040.65   (f) ADJ UNCH    2 0
 GJ0394
 GJ0394.Superseded values are not recommended for survey control.
 GJ0394
 GJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0394.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0394
 GJ0394_MARKER: DD = SURVEY DISK
 GJ0394_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0394_STAMPING: 11 C 24 TT 1934
 GJ0394_MARK LOGO: CGS+SS
 GJ0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0394
 GJ0394  HISTORY     - Date     Condition        Report By
 GJ0394  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0394  HISTORY     - 1971     MARK NOT FOUND   NGS
 GJ0394
 GJ0394                          STATION DESCRIPTION
 GJ0394
 GJ0394'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0394'8.8 MI W FROM BUFFALO.
 GJ0394'1249 FEET WEST OF SECTION CORNER COMMON TO SECTIONS 14, 15,
 GJ0394'22, AND 23, AND IN SECTION, 22, TOWNSHIP 27 NORTH, AND RANGE
 GJ0394'24 WEST.  45 FEET SOUTH OF CENTER LINE OF HIGHWAY U.S. 64.
 GJ0394'2 FEET NORTH OF FENCE LINE.
 GJ0394
 GJ0394                          STATION RECOVERY (1971)
 GJ0394
 GJ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GJ0394'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0396 ***********************************************************************
 GJ0396  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0396  DESIGNATION -  11 C 25
 GJ0396  PID         -  GJ0396
 GJ0396  STATE/COUNTY-  OK/HARPER
 GJ0396  COUNTRY     -  US
 GJ0396  USGS QUAD   -  BUFFALO (2018)
 GJ0396
 GJ0396                         *CURRENT SURVEY CONTROL
 GJ0396  ______________________________________________________________________
 GJ0396* NAD 83(2011) POSITION- 36 48 43.76368(N) 099 43 56.84430(W)   ADJUSTED
 GJ0396* NAD 83(2011) ELLIP HT-   587.388 (meters)        (06/27/12)   ADJUSTED
 GJ0396* NAD 83(2011) EPOCH   -  2010.00
 GJ0396* NAVD 88 ORTHO HEIGHT -   615.246 (meters)     2018.52  (feet) ADJUSTED
 GJ0396  ______________________________________________________________________
 GJ0396  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 GJ0396  NAD 83(2011) X  -   -864,337.931 (meters)                     COMP
 GJ0396  NAD 83(2011) Y  - -5,039,394.842 (meters)                     COMP
 GJ0396  NAD 83(2011) Z  -  3,801,076.157 (meters)                     COMP
 GJ0396  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 GJ0396  DYNAMIC HEIGHT  -        614.675 (meters)     2016.65  (feet) COMP
 GJ0396  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 GJ0396
 GJ0396  VERT ORDER      -  SECOND    CLASS 0
 GJ0396
 GJ0396  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0396  Standards:
 GJ0396         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0396            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0396  -------------------------------------------------------------------
 GJ0396  NETWORK    0.84   1.59           0.38   0.30   0.81     -0.10889001
 GJ0396  -------------------------------------------------------------------
 GJ0396  Click here for local accuracies and other accuracy information.
 GJ0396
 GJ0396.The horizontal coordinates were established by GPS observations
 GJ0396.and adjusted by the National Geodetic Survey in June 2012.
 GJ0396
 GJ0396.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0396.been affixed to the stable North American tectonic plate. See 
 GJ0396.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0396
 GJ0396.The horizontal coordinates are valid at the epoch date displayed above
 GJ0396.which is a decimal equivalence of Year/Month/Day.
 GJ0396
 GJ0396.The orthometric height was determined by differential leveling and
 GJ0396.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0396.in June 1991.
 GJ0396
 GJ0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0396.GEOID18 height accuracy estimate available here.
 GJ0396
 GJ0396.Click photographs - Photos may exist for this station.
 GJ0396
 GJ0396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0396
 GJ0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0396
 GJ0396.The ellipsoidal height was determined by GPS observations
 GJ0396.and is referenced to NAD 83.
 GJ0396
 GJ0396.The dynamic height is computed by dividing the NAVD 88
 GJ0396.geopotential number by the normal gravity value computed on the
 GJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0396.degrees latitude (g = 980.6199 gals.).
 GJ0396
 GJ0396.The modeled gravity was interpolated from observed gravity values.
 GJ0396
 GJ0396. The following values were computed from the NAD 83(2011) position.
 GJ0396
 GJ0396;                    North         East     Units Scale Factor Converg.
 GJ0396;SPC OK N     -   202,450.632   445,419.487   MT  1.00000862   -1 01 20.7
 GJ0396;SPC OK N     -   664,206.78  1,461,347.10   sFT  1.00000862   -1 01 20.7
 GJ0396;UTM  14      - 4,074,284.846   434,668.407   MT  0.99965258   -0 26 20.0
 GJ0396
 GJ0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0396!SPC OK N     -   0.99990783  x   1.00000862  =   0.99991645
 GJ0396!UTM  14      -   0.99990783  x   0.99965258  =   0.99956044
 GJ0396
 GJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3466874284(NAD 83)
 GJ0396
 GJ0396                          SUPERSEDED SURVEY CONTROL
 GJ0396
 GJ0396  NAD 83(2007)-  36 48 43.76390(N)    099 43 56.84472(W) AD(2002.00) 0
 GJ0396  ELLIP H (02/10/07)  587.397  (m)                       GP(2002.00)    
 GJ0396  ELLIP H (04/16/01)  587.375  (m)                       GP(       ) 4 2
 GJ0396  NAD 83(1993)-  36 48 43.76393(N)    099 43 56.84447(W) AD(       ) B
 GJ0396  ELLIP H (05/09/94)  587.403  (m)                       GP(       ) 4 2
 GJ0396  NAVD 88             615.25   (m)         2018.5    (f) LEVELING    3  
 GJ0396  NGVD 29 (??/??/92)  614.970  (m)         2017.61   (f) ADJ UNCH    2 0
 GJ0396
 GJ0396.Superseded values are not recommended for survey control.
 GJ0396
 GJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0396.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0396
 GJ0396_MARKER: DD = SURVEY DISK
 GJ0396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0396_STAMPING: 11 C 25 TT 1934
 GJ0396_MARK LOGO: CGS+SS
 GJ0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0396+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 GJ0396
 GJ0396  HISTORY     - Date     Condition        Report By
 GJ0396  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0396  HISTORY     - 19930514 GOOD             NGS
 GJ0396  HISTORY     - 19970425 GOOD             NGS
 GJ0396  HISTORY     - 20070501 GOOD             OKDOT
 GJ0396
 GJ0396                          STATION DESCRIPTION
 GJ0396
 GJ0396'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0396'6.7 MI W FROM BUFFALO.
 GJ0396'1261 FEET WEST OF THE SECTION CORNER COMMON TO SECTIONS 13,
 GJ0396'18, 19, AND 24, IN SECTION 24 TOWNSHIP 27 NORTH, AND RANGE
 GJ0396'24 WEST.  45 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 64.  2
 GJ0396'FEET NORTH OF FENCE LINE.
 GJ0396
 GJ0396                          STATION RECOVERY (1993)
 GJ0396
 GJ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0396'STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST-SOUTHWEST OF BUFFALO,
 GJ0396'1.2 KM (0.75 MI) EAST OF THE JUNCTION OF US HIGHWAY 64 AND STATE
 GJ0396'HIGHWAY 46, ALONG HIGHWAY 64, ON THE RIGHT-OF-WAY, ON A 1.5 M
 GJ0396'(4.9 FT) HIGH CUTBANK, ADJACENT TO A PASTURE, IN THE NORTHEAST 1/4 OF
 GJ0396'SECTION 24, T 27 N, R 24 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GJ0396'TRANSPORTATION.
 GJ0396'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 183 SOUTH IN
 GJ0396'BUFFALO, GO WEST ON HIGHWAY 64 FOR 5.54 KM (3.45 MI) TO THE BRIDGE
 GJ0396'OVER BUFFALO CREEK.  CONTINUE AHEAD FOR 4.48 KM (2.80 MI) TO TOP OF
 GJ0396'RISE AND STATION ON THE LEFT.
 GJ0396'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 GJ0396'PROJECTING 1 CM ABOVE GROUND AND ABOUT 1.7 M (5.6 FT) ABOVE THE LEVEL
 GJ0396'OF THE HIGHWAY CENTER.  IT IS 14.7 M (48.2 FT) SOUTH OF THE HIGHWAY
 GJ0396'CENTER, 0.5 M (1.6 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 0.8 M
 GJ0396'(2.6 FT) EAST OF A METAL WITNESS POST, 1.0 M (3.3 FT) WEST OF A METAL
 GJ0396'WITNESS POST, AND 23.1 M (75.8 FT) EAST OF A T-FENCE CORNER AT A
 GJ0396'FIELD ENTRANCE.
 GJ0396
 GJ0396                          STATION RECOVERY (1997)
 GJ0396
 GJ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GJ0396'RECOVERED AS DESCRIBED.
 GJ0396
 GJ0396                          STATION RECOVERY (2007)
 GJ0396
 GJ0396'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (SJP)
 GJ0396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0397 ***********************************************************************
 GJ0397  DESIGNATION -  11 C 26
 GJ0397  PID         -  GJ0397
 GJ0397  STATE/COUNTY-  OK/HARPER
 GJ0397  COUNTRY     -  US
 GJ0397  USGS QUAD   -  BUFFALO (2018)
 GJ0397
 GJ0397                         *CURRENT SURVEY CONTROL
 GJ0397  ______________________________________________________________________
 GJ0397* NAD 83(1986) POSITION- 36 48 53.15   (N) 099 41 44.76   (W)   HD_HELD1
 GJ0397* NAVD 88 ORTHO HEIGHT -   590.777 (meters)     1938.24  (feet) ADJUSTED
 GJ0397  ______________________________________________________________________
 GJ0397  GEOID HEIGHT    -        -27.913 (meters)                     GEOID18
 GJ0397  DYNAMIC HEIGHT  -        590.229 (meters)     1936.44  (feet) COMP
 GJ0397  MODELED GRAVITY -    979,685.7   (mgal)                       NAVD 88
 GJ0397
 GJ0397  VERT ORDER      -  SECOND    CLASS 0
 GJ0397
 GJ0397.The horizontal coordinates were determined by differentially corrected
 GJ0397.hand held GPS observations or other comparable positioning techniques
 GJ0397.and have an estimated accuracy of +/- 3 meters.
 GJ0397
 GJ0397.The orthometric height was determined by differential leveling and
 GJ0397.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0397.in June 1991.
 GJ0397
 GJ0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0397.GEOID18 height accuracy estimate available here.
 GJ0397
 GJ0397.Click photographs - Photos may exist for this station.
 GJ0397
 GJ0397.The dynamic height is computed by dividing the NAVD 88
 GJ0397.geopotential number by the normal gravity value computed on the
 GJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0397.degrees latitude (g = 980.6199 gals.).
 GJ0397
 GJ0397.The modeled gravity was interpolated from observed gravity values.
 GJ0397
 GJ0397;                    North         East    Units  Estimated Accuracy
 GJ0397;SPC OK N     -   202,682.1     448,697.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0397
 GJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3794374549(NAD 83)
 GJ0397
 GJ0397                          SUPERSEDED SURVEY CONTROL
 GJ0397
 GJ0397  NGVD 29 (??/??/92)  590.503  (m)         1937.34   (f) ADJ UNCH    2 0
 GJ0397
 GJ0397.Superseded values are not recommended for survey control.
 GJ0397
 GJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0397.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0397
 GJ0397_MARKER: DD = SURVEY DISK
 GJ0397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0397_STAMPING: 11 C 26 TT 1934
 GJ0397_MARK LOGO: CGS+SS
 GJ0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0397+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 GJ0397
 GJ0397  HISTORY     - Date     Condition        Report By
 GJ0397  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0397  HISTORY     - 19980505 GOOD             OKDOT
 GJ0397  HISTORY     - 20070501 GOOD             OKDOT
 GJ0397
 GJ0397                          STATION DESCRIPTION
 GJ0397
 GJ0397'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0397'4.6 MI W FROM BUFFALO.
 GJ0397'1217 FEET NORTH OF CURVE IN U.S. HIGHWAY 64, ON FIRST KNOLL.
 GJ0397'45 FEET WEST OF CENTER LINE OF HIGHWAY.  IN SECTION 17, TOWNSHIP
 GJ0397'27 NORTH, RANGE 23 WEST.  2.5 FEET EAST OF FENCE LINE.
 GJ0397
 GJ0397                          STATION RECOVERY (1998)
 GJ0397
 GJ0397'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GJ0397'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND US 183 AT BUFFALO,
 GJ0397'GO WEST ON US 64 FOR 3.9 MILES (6.3 KM) TO THE MARK ON THE RIGHT.  IS
 GJ0397'IS 100 FEET (30.5 M) WEST OF A FIELD ENTRANCE NORTH, 49 FEET (14.9 M)
 GJ0397'NORTH OF THE CENTERLINE OF US 64, 6 FEET (1.8 M) EAST OF A POWER POLE,
 GJ0397'2 FEET (0.6 M) SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, 1 FOOT
 GJ0397'(0.3 M) SOUTH OF A STEEL OKDOT WITNESS POST, IN THE TOP OF A CONCRETE
 GJ0397'POST THAT PROJECTS 1 FOOT (0.3 M) ABOVE GROUND.
 GJ0397
 GJ0397                          STATION RECOVERY (2007)
 GJ0397
 GJ0397'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (SJP)
 GJ0397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0399 ***********************************************************************
 GJ0399  DESIGNATION -  11 C 27
 GJ0399  PID         -  GJ0399
 GJ0399  STATE/COUNTY-  OK/HARPER
 GJ0399  COUNTRY     -  US
 GJ0399  USGS QUAD   -  BUFFALO (2018)
 GJ0399
 GJ0399                         *CURRENT SURVEY CONTROL
 GJ0399  ______________________________________________________________________
 GJ0399* NAD 83(1986) POSITION- 36 49 21.17   (N) 099 40 44.40   (W)   HD_HELD1
 GJ0399* NAVD 88 ORTHO HEIGHT -   570.560 (meters)     1871.91  (feet) ADJUSTED
 GJ0399  ______________________________________________________________________
 GJ0399  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 GJ0399  DYNAMIC HEIGHT  -        570.032 (meters)     1870.18  (feet) COMP
 GJ0399  MODELED GRAVITY -    979,688.2   (mgal)                       NAVD 88
 GJ0399
 GJ0399  VERT ORDER      -  SECOND    CLASS 0
 GJ0399
 GJ0399.The horizontal coordinates were determined by differentially corrected
 GJ0399.hand held GPS observations or other comparable positioning techniques
 GJ0399.and have an estimated accuracy of +/- 3 meters.
 GJ0399
 GJ0399.The orthometric height was determined by differential leveling and
 GJ0399.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0399.in June 1991.
 GJ0399
 GJ0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0399.GEOID18 height accuracy estimate available here.
 GJ0399
 GJ0399.Click photographs - Photos may exist for this station.
 GJ0399
 GJ0399.The dynamic height is computed by dividing the NAVD 88
 GJ0399.geopotential number by the normal gravity value computed on the
 GJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0399.degrees latitude (g = 980.6199 gals.).
 GJ0399
 GJ0399.The modeled gravity was interpolated from observed gravity values.
 GJ0399
 GJ0399;                    North         East    Units  Estimated Accuracy
 GJ0399;SPC OK N     -   203,519.8     450,208.7     MT  (+/- 3 meters HH1 GPS) 
 GJ0399
 GJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3944475402(NAD 83)
 GJ0399
 GJ0399                          SUPERSEDED SURVEY CONTROL
 GJ0399
 GJ0399  NGVD 29 (??/??/92)  570.288  (m)         1871.02   (f) ADJ UNCH    2 0
 GJ0399
 GJ0399.Superseded values are not recommended for survey control.
 GJ0399
 GJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0399.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0399
 GJ0399_MARKER: DD = SURVEY DISK
 GJ0399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0399_STAMPING: 11 C 27 TT 1934
 GJ0399_MARK LOGO: CGS+SS
 GJ0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0399
 GJ0399  HISTORY     - Date     Condition        Report By
 GJ0399  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0399  HISTORY     - 19980505 GOOD             OKDOT
 GJ0399
 GJ0399                          STATION DESCRIPTION
 GJ0399
 GJ0399'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0399'3.5 MI W FROM BUFFALO.
 GJ0399'1829 FEET SOUTHWEST OF SECTION LINE ROAD, AND IN SECTION 16,
 GJ0399'TOWNSHIP 27 NORTH AND RANGE 23 WEST.  1301 FEET NORTH OF THE
 GJ0399'FIRST CURVE NORTHEAST OF BRIDGE OVER DRY BUFFALO CREEK.  45 FEET
 GJ0399'SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 64.
 GJ0399
 GJ0399                          STATION RECOVERY (1998)
 GJ0399
 GJ0399'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GJ0399'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND US 183 AT BUFFALO,
 GJ0399'GO WEST ON US 64 FOR 2.8 MILES (4.5 KM) TO THE MARK ON THE LEFT.  IT
 GJ0399'IS 48 FEET (14.6 M) SOUTH OF THE CENTER-LINE OF US 64, 3 FEET (0.9 M)
 GJ0399'NORTH OF THE SOUTH HIGHWAY RIGHT-OF0WAY FENCE, 3 FEET (0.9 M) NORTH OF
 GJ0399'A STEEL OKDOT WITNESS POST IN THE TOP OF A CONCRETE POST THAT PROJECTS
 GJ0399'2 FEET (0.6 M) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0400 ***********************************************************************
 GJ0400  DESIGNATION -  11 C 29
 GJ0400  PID         -  GJ0400
 GJ0400  STATE/COUNTY-  OK/HARPER
 GJ0400  COUNTRY     -  US
 GJ0400  USGS QUAD   -  BUFFALO (2018)
 GJ0400
 GJ0400                         *CURRENT SURVEY CONTROL
 GJ0400  ______________________________________________________________________
 GJ0400* NAD 83(1986) POSITION- 36 49 36.96   (N) 099 39 03.76   (W)   HD_HELD1
 GJ0400* NAVD 88 ORTHO HEIGHT -   566.689 (meters)     1859.21  (feet) ADJUSTED
 GJ0400  ______________________________________________________________________
 GJ0400  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 GJ0400  DYNAMIC HEIGHT  -        566.166 (meters)     1857.50  (feet) COMP
 GJ0400  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 GJ0400
 GJ0400  VERT ORDER      -  SECOND    CLASS 0
 GJ0400
 GJ0400.The horizontal coordinates were determined by differentially corrected
 GJ0400.hand held GPS observations or other comparable positioning techniques
 GJ0400.and have an estimated accuracy of +/- 3 meters.
 GJ0400
 GJ0400.The orthometric height was determined by differential leveling and
 GJ0400.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0400.in June 1991.
 GJ0400
 GJ0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0400.GEOID18 height accuracy estimate available here.
 GJ0400
 GJ0400.Click photographs - Photos may exist for this station.
 GJ0400
 GJ0400.The dynamic height is computed by dividing the NAVD 88
 GJ0400.geopotential number by the normal gravity value computed on the
 GJ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0400.degrees latitude (g = 980.6199 gals.).
 GJ0400
 GJ0400.The modeled gravity was interpolated from observed gravity values.
 GJ0400
 GJ0400;                    North         East    Units  Estimated Accuracy
 GJ0400;SPC OK N     -   203,963.7     452,710.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0400
 GJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4194175871(NAD 83)
 GJ0400
 GJ0400                          SUPERSEDED SURVEY CONTROL
 GJ0400
 GJ0400  NGVD 29 (??/??/92)  566.419  (m)         1858.33   (f) ADJ UNCH    2 0
 GJ0400
 GJ0400.Superseded values are not recommended for survey control.
 GJ0400
 GJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0400.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0400
 GJ0400_MARKER: DD = SURVEY DISK
 GJ0400_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0400_STAMPING: 11 C 29 TT 1934
 GJ0400_MARK LOGO: CGS+SS
 GJ0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0400
 GJ0400  HISTORY     - Date     Condition        Report By
 GJ0400  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0400  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0400
 GJ0400                          STATION DESCRIPTION
 GJ0400
 GJ0400'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0400'1.8 MI W FROM BUFFALO.
 GJ0400'45 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 64.  27 FEET WEST
 GJ0400'OF DRIVEWAY TO FARM HOUSE.  1 1/2 FEET NORTH OF FENCE LINE.  IN
 GJ0400'SECTION 14, TOWNSHIP 27 NORTH, RANGE 23 WEST.
 GJ0400
 GJ0400                          STATION RECOVERY (1970)
 GJ0400
 GJ0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GJ0400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0402 ***********************************************************************
 GJ0402  DESIGNATION -  11 C 30
 GJ0402  PID         -  GJ0402
 GJ0402  STATE/COUNTY-  OK/HARPER
 GJ0402  COUNTRY     -  US
 GJ0402  USGS QUAD   -  BUFFALO (2018)
 GJ0402
 GJ0402                         *CURRENT SURVEY CONTROL
 GJ0402  ______________________________________________________________________
 GJ0402* NAD 83(1986) POSITION- 36 49 35.64   (N) 099 37 48.25   (W)   HD_HELD1
 GJ0402* NAVD 88 ORTHO HEIGHT -   553.298 (meters)     1815.28  (feet) ADJUSTED
 GJ0402  ______________________________________________________________________
 GJ0402  GEOID HEIGHT    -        -27.991 (meters)                     GEOID18
 GJ0402  DYNAMIC HEIGHT  -        552.789 (meters)     1813.61  (feet) COMP
 GJ0402  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 GJ0402
 GJ0402  VERT ORDER      -  SECOND    CLASS 0
 GJ0402
 GJ0402.The horizontal coordinates were determined by differentially corrected
 GJ0402.hand held GPS observations or other comparable positioning techniques
 GJ0402.and have an estimated accuracy of +/- 3 meters.
 GJ0402
 GJ0402.The orthometric height was determined by differential leveling and
 GJ0402.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0402.in June 1991.
 GJ0402
 GJ0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0402.GEOID18 height accuracy estimate available here.
 GJ0402
 GJ0402.Click photographs - Photos may exist for this station.
 GJ0402
 GJ0402.The dynamic height is computed by dividing the NAVD 88
 GJ0402.geopotential number by the normal gravity value computed on the
 GJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0402.degrees latitude (g = 980.6199 gals.).
 GJ0402
 GJ0402.The modeled gravity was interpolated from observed gravity values.
 GJ0402
 GJ0402;                    North         East    Units  Estimated Accuracy
 GJ0402;SPC OK N     -   203,891.4     454,581.1     MT  (+/- 3 meters HH1 GPS) 
 GJ0402
 GJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4381175818(NAD 83)
 GJ0402
 GJ0402                          SUPERSEDED SURVEY CONTROL
 GJ0402
 GJ0402  NGVD 29 (??/??/92)  553.030  (m)         1814.40   (f) ADJ UNCH    2 0
 GJ0402
 GJ0402.Superseded values are not recommended for survey control.
 GJ0402
 GJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0402.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0402
 GJ0402_MARKER: DD = SURVEY DISK
 GJ0402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0402_STAMPING: 11 C 30 TT 1934
 GJ0402_MARK LOGO: CGS+SS
 GJ0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0402
 GJ0402  HISTORY     - Date     Condition        Report By
 GJ0402  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0402  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0402
 GJ0402                          STATION DESCRIPTION
 GJ0402
 GJ0402'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0402'0.5 MI W FROM BUFFALO.
 GJ0402'195 FEET SOUTH OF JUNCTION OF U.S. HIGHWAY 64 AND OKLAHOMA STATE
 GJ0402'HIGHWAY 34.  45 FEET EAST OF 1/2 SECTION LINE ROAD.
 GJ0402
 GJ0402                          STATION RECOVERY (1970)
 GJ0402
 GJ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GJ0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0584 ***********************************************************************
 FJ0584  DESIGNATION -  11 D
 FJ0584  PID         -  FJ0584
 FJ0584  STATE/COUNTY-  OK/KINGFISHER
 FJ0584  COUNTRY     -  US
 FJ0584  USGS QUAD   -  DOVER (2018)
 FJ0584
 FJ0584                         *CURRENT SURVEY CONTROL
 FJ0584  ______________________________________________________________________
 FJ0584* NAD 83(1986) POSITION- 35 57 04.     (N) 097 54 51.     (W)   SCALED
 FJ0584* NAVD 88 ORTHO HEIGHT -   314.573 (meters)     1032.06  (feet) ADJUSTED
 FJ0584  ______________________________________________________________________
 FJ0584  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 FJ0584  DYNAMIC HEIGHT  -        314.289 (meters)     1031.13  (feet) COMP
 FJ0584  MODELED GRAVITY -    979,721.2   (mgal)                       NAVD 88
 FJ0584
 FJ0584  VERT ORDER      -  FIRST     CLASS II
 FJ0584
 FJ0584.The horizontal coordinates were scaled from a map and have
 FJ0584.an estimated accuracy of +/- 6 seconds.
 FJ0584
 FJ0584.The orthometric height was determined by differential leveling and
 FJ0584.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0584.in June 1991.
 FJ0584
 FJ0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0584.GEOID18 height accuracy estimate available here.
 FJ0584
 FJ0584.Click photographs - Photos may exist for this station.
 FJ0584
 FJ0584.The dynamic height is computed by dividing the NAVD 88
 FJ0584.geopotential number by the normal gravity value computed on the
 FJ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0584.degrees latitude (g = 980.6199 gals.).
 FJ0584
 FJ0584.The modeled gravity was interpolated from observed gravity values.
 FJ0584
 FJ0584;                    North         East    Units  Estimated Accuracy
 FJ0584;SPC OK N     -   105,530.      607,740.      MT  (+/- 180 meters Scaled)
 FJ0584
 FJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE979790(NAD 83)
 FJ0584
 FJ0584                          SUPERSEDED SURVEY CONTROL
 FJ0584
 FJ0584  NGVD 29 (??/??/92)  314.447  (m)         1031.65   (f) ADJ UNCH    1 2
 FJ0584
 FJ0584.Superseded values are not recommended for survey control.
 FJ0584
 FJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0584.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0584
 FJ0584_MARKER: X = CHISELED CROSS
 FJ0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0584_SP_SET: BRIDGE CURB
 FJ0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0584
 FJ0584  HISTORY     - Date     Condition        Report By
 FJ0584  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0584  HISTORY     - 1953     GOOD             CGS
 FJ0584  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0584
 FJ0584                          STATION DESCRIPTION
 FJ0584
 FJ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0584'1.9 MI S FROM DOVER.
 FJ0584'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0584'RAILROAD FROM THE STATION AT DOVER, ON THE SOUTH END OF THE
 FJ0584'WEST CURB OF THE BRIDGE OVER THE CIMARRON RIVER ON U.S. HIGHWAY 81.
 FJ0584
 FJ0584                          STATION RECOVERY (1985)
 FJ0584
 FJ0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0584'NOT RECOVERED.  BRIDGE DESCRIBED WAS REPLACED IN 1970.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0532 ***********************************************************************
 FK0532  DESIGNATION -  11 D 34 TT
 FK0532  PID         -  FK0532
 FK0532  STATE/COUNTY-  OK/KINGFISHER
 FK0532  COUNTRY     -  US
 FK0532  USGS QUAD   -  LOYAL (2018)
 FK0532
 FK0532                         *CURRENT SURVEY CONTROL
 FK0532  ______________________________________________________________________
 FK0532* NAD 83(1993) POSITION- 35 59 08.59117(N) 098 03 33.25897(W)   ADJUSTED
 FK0532* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 FK0532  ______________________________________________________________________
 FK0532  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 FK0532  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 FK0532  HORZ ORDER      -  SECOND
 FK0532
 FK0532.The horizontal coordinates were established by classical geodetic methods
 FK0532.and adjusted by the National Geodetic Survey in November 1994.
 FK0532
 FK0532.The orthometric height was scaled from a topographic map.
 FK0532
 FK0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0532.GEOID18 height accuracy estimate available here.
 FK0532
 FK0532.Click photographs - Photos may exist for this station.
 FK0532
 FK0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0532
 FK0532. The following values were computed from the NAD 83(1993) position.
 FK0532
 FK0532;                    North         East     Units Scale Factor Converg.
 FK0532;SPC OK N     -   109,369.766   594,658.132   MT  0.99995041   -0 02 05.9
 FK0532;SPC OK N     -   358,823.97  1,950,974.22   sFT  0.99995041   -0 02 05.9
 FK0532;UTM  14      - 3,982,773.680   584,805.062   MT  0.99968862   +0 33 10.1
 FK0532
 FK0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0532!SPC OK N     -   0.99995120  x   0.99995041  =   0.99990161
 FK0532!UTM  14      -   0.99995120  x   0.99968862  =   0.99963984
 FK0532
 FK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8480582773(NAD 83)
 FK0532
 FK0532                          SUPERSEDED SURVEY CONTROL
 FK0532
 FK0532  NAD 83(1986)-  35 59 08.59610(N)    098 03 33.24565(W) AD(       ) 2
 FK0532  NAD 27      -  35 59 08.45007(N)    098 03 32.02952(W) AD(       ) 2
 FK0532
 FK0532.Superseded values are not recommended for survey control.
 FK0532
 FK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0532.See file dsdata.pdf to determine how the superseded data were derived.
 FK0532
 FK0532_MARKER: DD = SURVEY DISK
 FK0532_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0532_STAMPING: 11 D 34 TT 1938
 FK0532_MARK LOGO: OKCC
 FK0532_PROJECTION: FLUSH
 FK0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0532
 FK0532  HISTORY     - Date     Condition        Report By
 FK0532  HISTORY     - 1938     MONUMENTED       OKCC
 FK0532  HISTORY     - 1963     GOOD             OKCC
 FK0532
 FK0532                          STATION DESCRIPTION
 FK0532
 FK0532'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1963 (JCC)
 FK0532'THE STATION IS 1 MILE NORTH AND 3-1/2 MILES EAST OF LOYAL, IN THE
 FK0532'SOUTHWEST CORNER OF A CULTIVATED FIELD OWNED BY GEORGE L.
 FK0532'JEFFERIES.  IT IS 4.7 FEET NORTHEAST OF A FENCE CORNER POST, 3.8
 FK0532'FEET EAST-NORTHEAST OF A WITNESS POST, 2.3 FEET EAST OF A
 FK0532'NORTH-SOUTH FENCE, 4.6 FEET NORTH OF A NORTH RIGHT-OF-WAY FENCE
 FK0532'AND 32.5 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD.  THE
 FK0532'MARK IS A OKLAHOMA CONSERVATION COMMISSION BRONZE DISK, STAMPED
 FK0532'11 D 34 TT 1938, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 FK0532'FLUSH WITH THE GROUND.
 FK0532'
 FK0532'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JEFFERIES,
 FK0532'THE DISTANCE BEING 6.49 FEET, 1.978 METERS SOUTHWEST OF STATION
 FK0532'JEFFERIES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1309 ***********************************************************************
 FJ1309  DESIGNATION -  11 H 3 TT
 FJ1309  PID         -  FJ1309
 FJ1309  STATE/COUNTY-  OK/PAYNE
 FJ1309  COUNTRY     -  US
 FJ1309  USGS QUAD   -  TRYON NORTH (2018)
 FJ1309
 FJ1309                         *CURRENT SURVEY CONTROL
 FJ1309  ______________________________________________________________________
 FJ1309* NAD 83(1993) POSITION- 35 59 08.22539(N) 096 59 22.16698(W)   ADJUSTED
 FJ1309* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 FJ1309  ______________________________________________________________________
 FJ1309  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 FJ1309  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 FJ1309  HORZ ORDER      -  SECOND
 FJ1309
 FJ1309.The horizontal coordinates were established by classical geodetic methods
 FJ1309.and adjusted by the National Geodetic Survey in November 1994.
 FJ1309
 FJ1309.The orthometric height was scaled from a topographic map.
 FJ1309
 FJ1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1309.GEOID18 height accuracy estimate available here.
 FJ1309
 FJ1309.Click photographs - Photos may exist for this station.
 FJ1309
 FJ1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1309
 FJ1309. The following values were computed from the NAD 83(1993) position.
 FJ1309
 FJ1309;                    North         East     Units Scale Factor Converg.
 FJ1309;SPC OK N     -   109,831.076   691,121.610   MT  0.99995042   +0 35 46.9
 FJ1309;SPC OK N     -   360,337.46  2,267,454.82   sFT  0.99995042   +0 35 46.9
 FJ1309;UTM  14      - 3,984,222.244   681,246.921   MT  1.00000479   +1 10 54.0
 FJ1309
 FJ1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1309!SPC OK N     -   0.99995653  x   0.99995042  =   0.99990695
 FJ1309!UTM  14      -   0.99995653  x   1.00000479  =   0.99996132
 FJ1309
 FJ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8124684222(NAD 83)
 FJ1309
 FJ1309                          SUPERSEDED SURVEY CONTROL
 FJ1309
 FJ1309  NAD 83(1986)-  35 59 08.23581(N)    096 59 22.14964(W) AD(       ) 2
 FJ1309  NAD 27      -  35 59 08.03091(N)    096 59 21.04453(W) AD(       ) 2
 FJ1309
 FJ1309.Superseded values are not recommended for survey control.
 FJ1309
 FJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1309.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1309
 FJ1309_MARKER: DD = SURVEY DISK
 FJ1309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ1309_SP_SET: CULVERT HEADWALL
 FJ1309_STAMPING: 11 H 3 TT 1939
 FJ1309_MARK LOGO: OKCC
 FJ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1309+STABILITY: SURFACE MOTION
 FJ1309
 FJ1309  HISTORY     - Date     Condition        Report By
 FJ1309  HISTORY     - 1939     MONUMENTED       OKCC
 FJ1309  HISTORY     - 1954     GOOD             OKGS
 FJ1309  HISTORY     - 20191211 MARK NOT FOUND   MCA
 FJ1309
 FJ1309                          STATION DESCRIPTION
 FJ1309
 FJ1309'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1954 (ITS)
 FJ1309'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF RIPLEY
 FJ1309'AND 2.5 MILES EAST-NORTHEAST OF PERKINS IN THE HEADWALL OF A
 FJ1309'CONCRETE CULVERT.  IT IS A CONSERVATION COMMISSION OF OKLA.
 FJ1309'DISK SET IN A DRILL HOLE IN THE CONCRETE HEADWALL THAT IS 20
 FJ1309'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 33, AND 17 FEET
 FJ1309'EAST OF THE CENTER OF A GRADED ROAD.  THE DISK IS STAMPED
 FJ1309'11-H3-TT 1939.
 FJ1309'
 FJ1309'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PERKINS,
 FJ1309'DISTANCE BEING 143.648 METERS SOUTH OF STATION PERKINS.
 FJ1309
 FJ1309                          STATION RECOVERY (2019)
 FJ1309
 FJ1309'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ1309'THE HIGHWAY HAS BEEN WIDENED AND THE HEADWALL HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0127 ***********************************************************************
 FJ0127  DESIGNATION -  110
 FJ0127  PID         -  FJ0127
 FJ0127  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0127  COUNTRY     -  US
 FJ0127  USGS QUAD   -  SHAWNEE (2018)
 FJ0127
 FJ0127                         *CURRENT SURVEY CONTROL
 FJ0127  ______________________________________________________________________
 FJ0127* NAD 83(1986) POSITION- 35 15 49.     (N) 096 56 44.     (W)   SCALED
 FJ0127* NAVD 88 ORTHO HEIGHT -   321.983 (meters)     1056.37  (feet) ADJUSTED
 FJ0127  ______________________________________________________________________
 FJ0127  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 FJ0127  DYNAMIC HEIGHT  -        321.675 (meters)     1055.36  (feet) COMP
 FJ0127  MODELED GRAVITY -    979,667.7   (mgal)                       NAVD 88
 FJ0127
 FJ0127  VERT ORDER      -  SECOND    CLASS 0
 FJ0127
 FJ0127.The horizontal coordinates were scaled from a map and have
 FJ0127.an estimated accuracy of +/- 6 seconds.
 FJ0127
 FJ0127.The orthometric height was determined by differential leveling and
 FJ0127.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0127.in June 1991.
 FJ0127
 FJ0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0127.GEOID18 height accuracy estimate available here.
 FJ0127
 FJ0127.Click photographs - Photos may exist for this station.
 FJ0127
 FJ0127.The dynamic height is computed by dividing the NAVD 88
 FJ0127.geopotential number by the normal gravity value computed on the
 FJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0127.degrees latitude (g = 980.6199 gals.).
 FJ0127
 FJ0127.The modeled gravity was interpolated from observed gravity values.
 FJ0127
 FJ0127;                    North         East    Units  Estimated Accuracy
 FJ0127;SPC OK S     -   214,620.      695,950.      MT  (+/- 180 meters Scaled)
 FJ0127
 FJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE868042(NAD 83)
 FJ0127
 FJ0127                          SUPERSEDED SURVEY CONTROL
 FJ0127
 FJ0127  NGVD 29 (??/??/92)  321.895  (m)         1056.08   (f) ADJ UNCH    2 0
 FJ0127
 FJ0127.Superseded values are not recommended for survey control.
 FJ0127
 FJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0127.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0127
 FJ0127_MARKER: DB = BENCH MARK DISK
 FJ0127_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0127_STAMPING: 110-1058 ADJ 1903
 FJ0127_MARK LOGO: USGS
 FJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0127
 FJ0127  HISTORY     - Date     Condition        Report By
 FJ0127  HISTORY     - 1905     MONUMENTED       USGS
 FJ0127  HISTORY     - 1934     GOOD             CGS
 FJ0127
 FJ0127                          STATION DESCRIPTION
 FJ0127
 FJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0127'AT TECUMSEH.
 FJ0127'AT TECUMSEH, POTTAWATOMIE COUNTY, ABOUT 0.5 MILE WEST OF THE
 FJ0127'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 0.2 MILE
 FJ0127'EAST OF A SECTION ROAD, IN THE TOP OF LIMESTONE MILEPOST 137, AND
 FJ0127'ABOUT 20 FEET NORTHWEST OF THE NORTHWEST RAIL.  A UNITED STATES
 FJ0127'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 110 1058 ADJ 1903.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0473 ***********************************************************************
 GH0473  DESIGNATION -  1108
 GH0473  PID         -  GH0473
 GH0473  STATE/COUNTY-  OK/GRANT
 GH0473  COUNTRY     -  US
 GH0473  USGS QUAD   -  DEER CREEK (2018)
 GH0473
 GH0473                         *CURRENT SURVEY CONTROL
 GH0473  ______________________________________________________________________
 GH0473* NAD 83(1986) POSITION- 36 48 12.32   (N) 097 34 13.61   (W)   HD_HELD1
 GH0473* NAVD 88 ORTHO HEIGHT -   337.806 (meters)     1108.29  (feet) ADJUSTED
 GH0473  ______________________________________________________________________
 GH0473  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 GH0473  DYNAMIC HEIGHT  -        337.522 (meters)     1107.35  (feet) COMP
 GH0473  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 GH0473
 GH0473  VERT ORDER      -  SECOND    CLASS 0
 GH0473
 GH0473.The horizontal coordinates were determined by differentially corrected
 GH0473.hand held GPS observations or other comparable positioning techniques
 GH0473.and have an estimated accuracy of +/- 3 meters.
 GH0473
 GH0473.The orthometric height was determined by differential leveling and
 GH0473.adjusted by the NATIONAL GEODETIC SURVEY
 GH0473.in June 1991.
 GH0473
 GH0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0473.GEOID18 height accuracy estimate available here.
 GH0473
 GH0473.Click photographs - Photos may exist for this station.
 GH0473
 GH0473.The dynamic height is computed by dividing the NAVD 88
 GH0473.geopotential number by the normal gravity value computed on the
 GH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0473.degrees latitude (g = 980.6199 gals.).
 GH0473
 GH0473.The modeled gravity was interpolated from observed gravity values.
 GH0473
 GH0473;                    North         East    Units  Estimated Accuracy
 GH0473;SPC OK N     -   200,186.9     638,333.6     MT  (+/- 3 meters HH1 GPS) 
 GH0473
 GH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2752674018(NAD 83)
 GH0473
 GH0473                          SUPERSEDED SURVEY CONTROL
 GH0473
 GH0473  NGVD 29 (??/??/92)  337.712  (m)         1107.98   (f) ADJ UNCH    2 0
 GH0473
 GH0473.Superseded values are not recommended for survey control.
 GH0473
 GH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0473.See file dsdata.pdf to determine how the superseded data were derived.
 GH0473
 GH0473_MARKER: P = PIPE CAP
 GH0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0473_STAMPING: 1108
 GH0473_MARK LOGO: USGS
 GH0473_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0473+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1997
 GH0473
 GH0473  HISTORY     - Date     Condition        Report By
 GH0473  HISTORY     - 1912     MONUMENTED       USGS
 GH0473  HISTORY     - 1934     GOOD             CGS
 GH0473  HISTORY     - 19970402 GOOD             NGS
 GH0473
 GH0473                          STATION DESCRIPTION
 GH0473
 GH0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0473'ABOUT 2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0473'RAILWAY FROM THE STATION AT NUMA, GRANT COUNTY, ABOUT 0.4 MILE
 GH0473'EAST OF MILEPOST 111, 60 FEET SOUTHWEST OF THE SOUTH END OF
 GH0473'CULVERT 111 A, AT A DIRT-ROAD CROSSING, 54 FEET SOUTH OF THE
 GH0473'CENTER LINE OF THE TRACK, AND 27 FEET WEST OF THE CENTER LINE
 GH0473'OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GH0473'STAMPED 1108 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GH0473
 GH0473                          STATION RECOVERY (1997)
 GH0473
 GH0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GH0473'0.6 KM (0.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GH0473'DEER CREEK, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG STATE HIGHWAY 11,
 GH0473'THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A GRAVELED ROAD, 18.7 M (61.4
 GH0473'FT) SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED) , 7.3 M
 GH0473'(24.0 FT) WEST OF THE ROAD CENTER, 0.7 M (2.3 FT) EAST OF A SECTION OF
 GH0473'VERTICAL RAIL, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 GH0473'(1.0 FT) NORTH OF A WITNESS POST, PROJECTING 50 CM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0002 ***********************************************************************
 GH0002  DESIGNATION -  1108
 GH0002  PID         -  GH0002
 GH0002  STATE/COUNTY-  OK/OSAGE
 GH0002  COUNTRY     -  US
 GH0002  USGS QUAD   -  PEARSONIA (2018)
 GH0002
 GH0002                         *CURRENT SURVEY CONTROL
 GH0002  ______________________________________________________________________
 GH0002* NAD 83(1986) POSITION- 36 49 54.92   (N) 096 29 25.92   (W)   HD_HELD1
 GH0002* NAVD 88 ORTHO HEIGHT -   336.980 (meters)     1105.58  (feet) ADJUSTED
 GH0002  ______________________________________________________________________
 GH0002  GEOID HEIGHT    -        -28.698 (meters)                     GEOID18
 GH0002  DYNAMIC HEIGHT  -        336.702 (meters)     1104.66  (feet) COMP
 GH0002  MODELED GRAVITY -    979,795.0   (mgal)                       NAVD 88
 GH0002
 GH0002  VERT ORDER      -  SECOND    CLASS 0
 GH0002
 GH0002.The horizontal coordinates were determined by differentially corrected
 GH0002.hand held GPS observations or other comparable positioning techniques
 GH0002.and have an estimated accuracy of +/- 3 meters.
 GH0002
 GH0002.The orthometric height was determined by differential leveling and
 GH0002.adjusted by the NATIONAL GEODETIC SURVEY
 GH0002.in June 1991.
 GH0002
 GH0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0002.GEOID18 height accuracy estimate available here.
 GH0002
 GH0002.Click photographs - Photos may exist for this station.
 GH0002
 GH0002.The dynamic height is computed by dividing the NAVD 88
 GH0002.geopotential number by the normal gravity value computed on the
 GH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0002.degrees latitude (g = 980.6199 gals.).
 GH0002
 GH0002.The modeled gravity was interpolated from observed gravity values.
 GH0002
 GH0002;                    North         East    Units  Estimated Accuracy
 GH0002;SPC OK N     -   204,311.7     734,651.6     MT  (+/- 3 meters HH1 GPS) 
 GH0002
 GH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2379379166(NAD 83)
 GH0002
 GH0002                          SUPERSEDED SURVEY CONTROL
 GH0002
 GH0002  NGVD 29 (??/??/92)  336.855  (m)         1105.17   (f) ADJ UNCH    2 0
 GH0002
 GH0002.Superseded values are not recommended for survey control.
 GH0002
 GH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0002.See file dsdata.pdf to determine how the superseded data were derived.
 GH0002
 GH0002_MARKER: P = PIPE CAP
 GH0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0002_STAMPING: 1108
 GH0002_MARK LOGO: USGS
 GH0002_PROJECTION: PROJECTING 46 CENTIMETERS
 GH0002_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0002+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2022
 GH0002
 GH0002  HISTORY     - Date     Condition        Report By
 GH0002  HISTORY     - 1908     MONUMENTED       USGS
 GH0002  HISTORY     - 1934     GOOD             CGS
 GH0002  HISTORY     - 20220408 GOOD             OKDOT
 GH0002
 GH0002                          STATION DESCRIPTION
 GH0002
 GH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0002'6.9 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0002'STATION AT FORAKER, OSAGE COUNTY, 0.2 MILE NORTHEAST OF THE
 GH0002'STATION SIGN AT BLACKLAND, 0.2 MILE NORTHEAST OF MILEPOST 217,
 GH0002'360 FEET SOUTHWEST OF A CULVERT, 30 FEET SOUTHWEST OF THE CENTER OF
 GH0002'A WAGON GATE, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 GH0002'AND 15 FEET EAST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY
 GH0002'STANDARD CAP, STAMPED 1108 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GH0002'IRON PIPE.
 GH0002
 GH0002                          STATION RECOVERY (2022)
 GH0002
 GH0002'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0123 ***********************************************************************
 FJ0123  DESIGNATION -  111
 FJ0123  PID         -  FJ0123
 FJ0123  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0123  COUNTRY     -  US
 FJ0123  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0123
 FJ0123                         *CURRENT SURVEY CONTROL
 FJ0123  ______________________________________________________________________
 FJ0123* NAD 83(1986) POSITION- 35 13 42.     (N) 096 58 01.     (W)   SCALED
 FJ0123* NAVD 88 ORTHO HEIGHT -   300.608 (meters)      986.24  (feet) ADJUSTED
 FJ0123  ______________________________________________________________________
 FJ0123  GEOID HEIGHT    -        -26.853 (meters)                     GEOID18
 FJ0123  DYNAMIC HEIGHT  -        300.319 (meters)      985.30  (feet) COMP
 FJ0123  MODELED GRAVITY -    979,665.0   (mgal)                       NAVD 88
 FJ0123
 FJ0123  VERT ORDER      -  SECOND    CLASS 0
 FJ0123
 FJ0123.The horizontal coordinates were scaled from a map and have
 FJ0123.an estimated accuracy of +/- 6 seconds.
 FJ0123
 FJ0123.The orthometric height was determined by differential leveling and
 FJ0123.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0123.in June 1991.
 FJ0123
 FJ0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0123.GEOID18 height accuracy estimate available here.
 FJ0123
 FJ0123.Click photographs - Photos may exist for this station.
 FJ0123
 FJ0123.The dynamic height is computed by dividing the NAVD 88
 FJ0123.geopotential number by the normal gravity value computed on the
 FJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0123.degrees latitude (g = 980.6199 gals.).
 FJ0123
 FJ0123.The modeled gravity was interpolated from observed gravity values.
 FJ0123
 FJ0123;                    North         East    Units  Estimated Accuracy
 FJ0123;SPC OK S     -   210,690.      694,040.      MT  (+/- 180 meters Scaled)
 FJ0123
 FJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE850002(NAD 83)
 FJ0123
 FJ0123                          SUPERSEDED SURVEY CONTROL
 FJ0123
 FJ0123  NGVD 29 (??/??/92)  300.525  (m)          985.97   (f) ADJ UNCH    2 0
 FJ0123
 FJ0123.Superseded values are not recommended for survey control.
 FJ0123
 FJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0123.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0123
 FJ0123_MARKER: DB = BENCH MARK DISK
 FJ0123_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0123_STAMPING: 111 987 ADJ 1903
 FJ0123_MARK LOGO: USGS
 FJ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0123
 FJ0123  HISTORY     - Date     Condition        Report By
 FJ0123  HISTORY     - 1905     MONUMENTED       USGS
 FJ0123  HISTORY     - 1934     GOOD             CGS
 FJ0123
 FJ0123                          STATION DESCRIPTION
 FJ0123
 FJ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0123'ABOUT 2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0123'RAILWAY FROM THE STATION AT BROOKSVILLE, POTTAWATOMIE COUNTY,
 FJ0123'OPPOSITE A LAKE, AT THE WEST SIDE OF A FILL, IN THE TOP OF
 FJ0123'LIMESTONE MILEPOST 140, AND 21 FEET WEST OF THE WEST RAIL.  A UNITED
 FJ0123'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 111 987 ADJ 1903.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0595 ***********************************************************************
 FJ0595  DESIGNATION -  1112
 FJ0595  PID         -  FJ0595
 FJ0595  STATE/COUNTY-  OK/KINGFISHER
 FJ0595  COUNTRY     -  US
 FJ0595  USGS QUAD   -  CASHION (2018)
 FJ0595
 FJ0595                         *CURRENT SURVEY CONTROL
 FJ0595  ______________________________________________________________________
 FJ0595* NAD 83(1986) POSITION- 35 47 28.     (N) 097 44 44.     (W)   SCALED
 FJ0595* NAVD 88 ORTHO HEIGHT -   338.857 (meters)     1111.73  (feet) ADJUSTED
 FJ0595  ______________________________________________________________________
 FJ0595  GEOID HEIGHT    -        -27.257 (meters)                     GEOID18
 FJ0595  DYNAMIC HEIGHT  -        338.545 (meters)     1110.71  (feet) COMP
 FJ0595  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 FJ0595
 FJ0595  VERT ORDER      -  SECOND    CLASS 0
 FJ0595
 FJ0595.The horizontal coordinates were scaled from a map and have
 FJ0595.an estimated accuracy of +/- 6 seconds.
 FJ0595
 FJ0595.The orthometric height was determined by differential leveling and
 FJ0595.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0595.in June 1991.
 FJ0595
 FJ0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0595.GEOID18 height accuracy estimate available here.
 FJ0595
 FJ0595.Click photographs - Photos may exist for this station.
 FJ0595
 FJ0595.The dynamic height is computed by dividing the NAVD 88
 FJ0595.geopotential number by the normal gravity value computed on the
 FJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0595.degrees latitude (g = 980.6199 gals.).
 FJ0595
 FJ0595.The modeled gravity was interpolated from observed gravity values.
 FJ0595
 FJ0595;                    North         East    Units  Estimated Accuracy
 FJ0595;SPC OK N     -    87,810.      623,000.      MT  (+/- 180 meters Scaled)
 FJ0595
 FJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE133615(NAD 83)
 FJ0595
 FJ0595                          SUPERSEDED SURVEY CONTROL
 FJ0595
 FJ0595  NGVD 29 (??/??/92)  338.719  (m)         1111.28   (f) ADJ UNCH    2 0
 FJ0595
 FJ0595.Superseded values are not recommended for survey control.
 FJ0595
 FJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0595.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0595
 FJ0595_MARKER: P = PIPE CAP
 FJ0595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0595_STAMPING: 4 ELEV 1112 ADJ 1903
 FJ0595_MARK LOGO: USGS
 FJ0595_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0595
 FJ0595  HISTORY     - Date     Condition        Report By
 FJ0595  HISTORY     - 1905     MONUMENTED       USGS
 FJ0595  HISTORY     - 1934     GOOD             CGS
 FJ0595  HISTORY     - 1969     GOOD             USGS
 FJ0595  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0595
 FJ0595                          STATION DESCRIPTION
 FJ0595
 FJ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0595'3.8 MI W FROM CASHION.
 FJ0595'ALONG C.R.I. AND P.RY. FROM STATION ABOUT 0.1 MILE EAST OF M.P.
 FJ0595'391, 55.6 FEET NORTHWEST OF CENTERLINE OF COUNTY ROAD AT RAILROAD
 FJ0595'CROSSING, 44.4 FEET NORTH OF CENTERLINE OF COUNTY ROAD, 6.4
 FJ0595'FEET SOUTHEAST OF NORTHEAST FENCE CORNER, 3 FEET EAST OF FENCE
 FJ0595'RUNNING NORTH-SOUTH.
 FJ0595
 FJ0595                          STATION RECOVERY (1969)
 FJ0595
 FJ0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FJ0595'RECOVERED IN GOOD CONDITION.
 FJ0595
 FJ0595                          STATION RECOVERY (2022)
 FJ0595
 FJ0595'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0595'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0035 ***********************************************************************
 EM0035  DESIGNATION -  1116.876
 EM0035  PID         -  EM0035
 EM0035  STATE/COUNTY-  OK/COMANCHE
 EM0035  COUNTRY     -  US
 EM0035  USGS QUAD   -  LAWTON (2018)
 EM0035
 EM0035                         *CURRENT SURVEY CONTROL
 EM0035  ______________________________________________________________________
 EM0035* NAD 83(1986) POSITION- 34 36 17.     (N) 098 23 46.     (W)   SCALED
 EM0035* NAVD 88 ORTHO HEIGHT -   340.638 (meters)     1117.58  (feet) ADJUSTED
 EM0035  ______________________________________________________________________
 EM0035  GEOID HEIGHT    -        -25.677 (meters)                     GEOID18
 EM0035  DYNAMIC HEIGHT  -        340.297 (meters)     1116.46  (feet) COMP
 EM0035  MODELED GRAVITY -    979,625.1   (mgal)                       NAVD 88
 EM0035
 EM0035  VERT ORDER      -  SECOND    CLASS 0
 EM0035
 EM0035.The horizontal coordinates were scaled from a map and have
 EM0035.an estimated accuracy of +/- 6 seconds.
 EM0035
 EM0035.The orthometric height was determined by differential leveling and
 EM0035.adjusted by the NATIONAL GEODETIC SURVEY
 EM0035.in June 1991.
 EM0035
 EM0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0035.GEOID18 height accuracy estimate available here.
 EM0035
 EM0035.Click photographs - Photos may exist for this station.
 EM0035
 EM0035.The dynamic height is computed by dividing the NAVD 88
 EM0035.geopotential number by the normal gravity value computed on the
 EM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0035.degrees latitude (g = 980.6199 gals.).
 EM0035
 EM0035.The modeled gravity was interpolated from observed gravity values.
 EM0035
 EM0035;                    North         East    Units  Estimated Accuracy
 EM0035;SPC OK S     -   141,100.      563,670.      MT  (+/- 180 meters Scaled)
 EM0035
 EM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND553293(NAD 83)
 EM0035
 EM0035                          SUPERSEDED SURVEY CONTROL
 EM0035
 EM0035  NGVD 29 (??/??/92)  340.537  (m)         1117.25   (f) ADJ UNCH    2 0
 EM0035
 EM0035.Superseded values are not recommended for survey control.
 EM0035
 EM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0035.See file dsdata.pdf to determine how the superseded data were derived.
 EM0035
 EM0035_MARKER: DB = BENCH MARK DISK
 EM0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0035_MARK LOGO: USGS
 EM0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0035
 EM0035  HISTORY     - Date     Condition        Report By
 EM0035  HISTORY     - UNK      MONUMENTED       USGS
 EM0035  HISTORY     - 1934     GOOD             CGS
 EM0035  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0035
 EM0035                          STATION DESCRIPTION
 EM0035
 EM0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0035'IN LAWTON.
 EM0035'AT LAWTON, COMANCHE COUNTY, AT THE COURTHOUSE YARD ON THE WEST SIDE OF
 EM0035'THE COURTHOUSE, IN LINE WITH THE NORTH SIDE, AND AT THE EDGE OF THE
 EM0035'SIDEWALL ALONG THE STREET.  AN IRON PIPE SET IN THE GROUND.
 EM0035
 EM0035                          STATION RECOVERY (1963)
 EM0035
 EM0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 EM0035'NOT RECOVERED IN MARCH 1963.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0119 ***********************************************************************
 FJ0119  DESIGNATION -  112
 FJ0119  PID         -  FJ0119
 FJ0119  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0119  COUNTRY     -  US
 FJ0119  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0119
 FJ0119                         *CURRENT SURVEY CONTROL
 FJ0119  ______________________________________________________________________
 FJ0119* NAD 83(1986) POSITION- 35 11 15.     (N) 096 57 39.     (W)   SCALED
 FJ0119* NAVD 88 ORTHO HEIGHT -   283.375 (meters)      929.71  (feet) ADJUSTED
 FJ0119  ______________________________________________________________________
 FJ0119  GEOID HEIGHT    -        -26.782 (meters)                     GEOID18
 FJ0119  DYNAMIC HEIGHT  -        283.102 (meters)      928.81  (feet) COMP
 FJ0119  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 FJ0119
 FJ0119  VERT ORDER      -  SECOND    CLASS 0
 FJ0119
 FJ0119.The horizontal coordinates were scaled from a map and have
 FJ0119.an estimated accuracy of +/- 6 seconds.
 FJ0119
 FJ0119.The orthometric height was determined by differential leveling and
 FJ0119.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0119.in June 1991.
 FJ0119
 FJ0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0119.GEOID18 height accuracy estimate available here.
 FJ0119
 FJ0119.Click photographs - Photos may exist for this station.
 FJ0119
 FJ0119.The dynamic height is computed by dividing the NAVD 88
 FJ0119.geopotential number by the normal gravity value computed on the
 FJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0119.degrees latitude (g = 980.6199 gals.).
 FJ0119
 FJ0119.The modeled gravity was interpolated from observed gravity values.
 FJ0119
 FJ0119;                    North         East    Units  Estimated Accuracy
 FJ0119;SPC OK S     -   206,160.      694,640.      MT  (+/- 180 meters Scaled)
 FJ0119
 FJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD856957(NAD 83)
 FJ0119
 FJ0119                          SUPERSEDED SURVEY CONTROL
 FJ0119
 FJ0119  NGVD 29 (??/??/92)  283.298  (m)          929.45   (f) ADJ UNCH    2 0
 FJ0119
 FJ0119.Superseded values are not recommended for survey control.
 FJ0119
 FJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0119.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0119
 FJ0119_MARKER: DB = BENCH MARK DISK
 FJ0119_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0119_STAMPING: 112 931 ADJ 1903
 FJ0119_MARK LOGO: USGS
 FJ0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0119
 FJ0119  HISTORY     - Date     Condition        Report By
 FJ0119  HISTORY     - 1905     MONUMENTED       USGS
 FJ0119  HISTORY     - 1934     GOOD             CGS
 FJ0119
 FJ0119                          STATION DESCRIPTION
 FJ0119
 FJ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0119'0.8 MI S FROM BROOKSVILLE.
 FJ0119'ABOUT 0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0119'RAILWAY FROM THE STATION AT BROOKSVILLE, POTTAWATOMIE COUNTY, IN
 FJ0119'THE TOP OF LIMESTONE MILEPOST 143, AND 24 FEET WEST OF THE WEST
 FJ0119'RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FJ0119'112 931 ADJ 1903.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0526 ***********************************************************************
 EL0526  DESIGNATION -  1127
 EL0526  PID         -  EL0526
 EL0526  STATE/COUNTY-  OK/STEPHENS
 EL0526  COUNTRY     -  US
 EL0526  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0526
 EL0526                         *CURRENT SURVEY CONTROL
 EL0526  ______________________________________________________________________
 EL0526* NAD 83(1986) POSITION- 34 30 25.     (N) 097 57 30.     (W)   SCALED
 EL0526* NAVD 88 ORTHO HEIGHT -   343.794 (meters)     1127.93  (feet) ADJUSTED
 EL0526  ______________________________________________________________________
 EL0526  GEOID HEIGHT    -        -25.772 (meters)                     GEOID18
 EL0526  DYNAMIC HEIGHT  -        343.439 (meters)     1126.77  (feet) COMP
 EL0526  MODELED GRAVITY -    979,593.8   (mgal)                       NAVD 88
 EL0526
 EL0526  VERT ORDER      -  FIRST     CLASS II
 EL0526
 EL0526.The horizontal coordinates were scaled from a map and have
 EL0526.an estimated accuracy of +/- 6 seconds.
 EL0526
 EL0526.The orthometric height was determined by differential leveling and
 EL0526.adjusted by the NATIONAL GEODETIC SURVEY
 EL0526.in June 1991.
 EL0526
 EL0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0526.GEOID18 height accuracy estimate available here.
 EL0526
 EL0526.Click photographs - Photos may exist for this station.
 EL0526
 EL0526.The dynamic height is computed by dividing the NAVD 88
 EL0526.geopotential number by the normal gravity value computed on the
 EL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0526.degrees latitude (g = 980.6199 gals.).
 EL0526
 EL0526.The modeled gravity was interpolated from observed gravity values.
 EL0526
 EL0526;                    North         East    Units  Estimated Accuracy
 EL0526;SPC OK S     -   130,180.      603,830.      MT  (+/- 180 meters Scaled)
 EL0526
 EL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956188(NAD 83)
 EL0526
 EL0526                          SUPERSEDED SURVEY CONTROL
 EL0526
 EL0526  NGVD 29 (??/??/92)  343.682  (m)         1127.56   (f) ADJ UNCH    1 2
 EL0526
 EL0526.Superseded values are not recommended for survey control.
 EL0526
 EL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0526.See file dsdata.pdf to determine how the superseded data were derived.
 EL0526
 EL0526_MARKER: P = PIPE CAP
 EL0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0526_STAMPING: 1127
 EL0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0526
 EL0526  HISTORY     - Date     Condition        Report By
 EL0526  HISTORY     - UNK      MONUMENTED       USGS
 EL0526  HISTORY     - 1965     GOOD             CGS
 EL0526  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0526
 EL0526                          STATION DESCRIPTION
 EL0526
 EL0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EL0526'AT DUNCAN.
 EL0526'AT THE PROPERTY AT 411 N 9TH ST. IN DUNCAN.  152 FT. WEST OF THE
 EL0526'CENTERLINE OF N 9TH ST., 117 FT. SOUTH OF THE CENTERLINE OF
 EL0526'CHESTNUT ST.  5.5 FT. SOUTHWEST OF THE NORTHWEST CORNER OF A
 EL0526'PRIVATE GARAGE, 0.7 FT. WEST OF THE WEST WALL OF THE GARAGE.
 EL0526'A USGS STANDARD CAP STAMPED 1127 RIVETED ON TOP OF A 3 1/2 INCH
 EL0526'PIPE PROJECTING 0.5 FT. ABOVE THE GROUND.
 EL0526
 EL0526                          STATION RECOVERY (1986)
 EL0526
 EL0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0526'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0116 ***********************************************************************
 FJ0116  DESIGNATION -  113
 FJ0116  PID         -  FJ0116
 FJ0116  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0116  COUNTRY     -  US
 FJ0116  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0116
 FJ0116                         *CURRENT SURVEY CONTROL
 FJ0116  ______________________________________________________________________
 FJ0116* NAD 83(1986) POSITION- 35 09 17.     (N) 096 59 37.     (W)   SCALED
 FJ0116* NAVD 88 ORTHO HEIGHT -   283.523 (meters)      930.19  (feet) ADJUSTED
 FJ0116  ______________________________________________________________________
 FJ0116  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 FJ0116  DYNAMIC HEIGHT  -        283.249 (meters)      929.29  (feet) COMP
 FJ0116  MODELED GRAVITY -    979,662.6   (mgal)                       NAVD 88
 FJ0116
 FJ0116  VERT ORDER      -  SECOND    CLASS 0
 FJ0116
 FJ0116.The horizontal coordinates were scaled from a map and have
 FJ0116.an estimated accuracy of +/- 6 seconds.
 FJ0116
 FJ0116.The orthometric height was determined by differential leveling and
 FJ0116.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0116.in June 1991.
 FJ0116
 FJ0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0116.GEOID18 height accuracy estimate available here.
 FJ0116
 FJ0116.Click photographs - Photos may exist for this station.
 FJ0116
 FJ0116.The dynamic height is computed by dividing the NAVD 88
 FJ0116.geopotential number by the normal gravity value computed on the
 FJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0116.degrees latitude (g = 980.6199 gals.).
 FJ0116
 FJ0116.The modeled gravity was interpolated from observed gravity values.
 FJ0116
 FJ0116;                    North         East    Units  Estimated Accuracy
 FJ0116;SPC OK S     -   202,500.      691,700.      MT  (+/- 180 meters Scaled)
 FJ0116
 FJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD827920(NAD 83)
 FJ0116
 FJ0116                          SUPERSEDED SURVEY CONTROL
 FJ0116
 FJ0116  NGVD 29 (??/??/92)  283.445  (m)          929.94   (f) ADJ UNCH    2 0
 FJ0116
 FJ0116.Superseded values are not recommended for survey control.
 FJ0116
 FJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0116.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0116
 FJ0116_MARKER: DB = BENCH MARK DISK
 FJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0116_STAMPING: 113 931 ADJ 1903
 FJ0116_MARK LOGO: USGS
 FJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0116+STABILITY: SURFACE MOTION
 FJ0116
 FJ0116  HISTORY     - Date     Condition        Report By
 FJ0116  HISTORY     - 1905     MONUMENTED       USGS
 FJ0116  HISTORY     - 1934     GOOD             CGS
 FJ0116
 FJ0116                          STATION DESCRIPTION
 FJ0116
 FJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0116'1 MI NE FROM MACOMB.
 FJ0116'ABOUT 1.0 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 FJ0116'FE RAILWAY FROM THE STATION AT MACOMB, POTTAWATOMIE COUNTY, AT
 FJ0116'T. 8 N., R. 3 E., IN THE TOP OF LIMESTONE MILEPOST 146, AND
 FJ0116'NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FJ0116'DISK, STAMPED 113 931 ADJ 1903.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0384 ***********************************************************************
 FJ0384  DESIGNATION -  1134.1
 FJ0384  PID         -  FJ0384
 FJ0384  STATE/COUNTY-  OK/OKLAHOMA
 FJ0384  COUNTRY     -  US
 FJ0384  USGS QUAD   -  HARRAH (2018)
 FJ0384
 FJ0384                         *CURRENT SURVEY CONTROL
 FJ0384  ______________________________________________________________________
 FJ0384* NAD 83(1986) POSITION- 35 25 11.     (N) 097 11 33.     (W)   SCALED
 FJ0384* NAVD 88 ORTHO HEIGHT -   345.740 (meters)     1134.32  (feet) ADJUSTED
 FJ0384  ______________________________________________________________________
 FJ0384  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 FJ0384  DYNAMIC HEIGHT  -        345.410 (meters)     1133.23  (feet) COMP
 FJ0384  MODELED GRAVITY -    979,671.1   (mgal)                       NAVD 88
 FJ0384
 FJ0384  VERT ORDER      -  SECOND    CLASS 0
 FJ0384
 FJ0384.The horizontal coordinates were scaled from a map and have
 FJ0384.an estimated accuracy of +/- 6 seconds.
 FJ0384
 FJ0384.The orthometric height was determined by differential leveling and
 FJ0384.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0384.in August 1994.
 FJ0384
 FJ0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0384.GEOID18 height accuracy estimate available here.
 FJ0384
 FJ0384.Click photographs - Photos may exist for this station.
 FJ0384
 FJ0384.The dynamic height is computed by dividing the NAVD 88
 FJ0384.geopotential number by the normal gravity value computed on the
 FJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0384.degrees latitude (g = 980.6199 gals.).
 FJ0384
 FJ0384.The modeled gravity was interpolated from observed gravity values.
 FJ0384
 FJ0384;                    North         East    Units  Estimated Accuracy
 FJ0384;SPC OK N     -    46,880.      673,340.      MT  (+/- 180 meters Scaled)
 FJ0384
 FJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE640210(NAD 83)
 FJ0384
 FJ0384                          SUPERSEDED SURVEY CONTROL
 FJ0384
 FJ0384  NAVD 88 (06/15/91)  345.779  (m)         1134.44   (f) SUPERSEDED  2 0
 FJ0384  NGVD 29 (??/??/92)  345.660  (m)         1134.05   (f) ADJ UNCH    2 0
 FJ0384
 FJ0384.Superseded values are not recommended for survey control.
 FJ0384
 FJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0384.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0384
 FJ0384_MARKER: DD = SURVEY DISK
 FJ0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0384_SP_SET: CULVERT HEADWALL
 FJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0384+STABILITY: SURFACE MOTION
 FJ0384
 FJ0384  HISTORY     - Date     Condition        Report By
 FJ0384  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0384  HISTORY     - 1934     GOOD             CGS
 FJ0384
 FJ0384                          STATION DESCRIPTION
 FJ0384
 FJ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0384'2.1 MI NW FROM NEWALLA.
 FJ0384'2.1 MILES NORTHWEST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY
 FJ0384'FROM THE STATION AT NEWALLA, OKLAHOMA COUNTY, 1/4 MILE NORTHWEST
 FJ0384'OF MILEPOST 19, 300 FEET SOUTHEAST OF A ROAD CROSSING, AT A CULVERT,
 FJ0384'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL,
 FJ0384'AND 15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A M.K. AND
 FJ0384'T. RY. STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0411 ***********************************************************************
 FJ0411  DESIGNATION -  114
 FJ0411  PID         -  FJ0411
 FJ0411  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0411  COUNTRY     -  US
 FJ0411  USGS QUAD   -  MACOMB (2018)
 FJ0411
 FJ0411                         *CURRENT SURVEY CONTROL
 FJ0411  ______________________________________________________________________
 FJ0411* NAD 83(1986) POSITION- 35 08 19.     (N) 097 02 22.     (W)   SCALED
 FJ0411* NAVD 88 ORTHO HEIGHT -   294.785 (meters)      967.14  (feet) ADJUSTED
 FJ0411  ______________________________________________________________________
 FJ0411  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 FJ0411  DYNAMIC HEIGHT  -        294.500 (meters)      966.21  (feet) COMP
 FJ0411  MODELED GRAVITY -    979,662.1   (mgal)                       NAVD 88
 FJ0411
 FJ0411  VERT ORDER      -  SECOND    CLASS 0
 FJ0411
 FJ0411.The horizontal coordinates were scaled from a map and have
 FJ0411.an estimated accuracy of +/- 6 seconds.
 FJ0411
 FJ0411.The orthometric height was determined by differential leveling and
 FJ0411.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0411.in June 1991.
 FJ0411
 FJ0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0411.GEOID18 height accuracy estimate available here.
 FJ0411
 FJ0411.Click photographs - Photos may exist for this station.
 FJ0411
 FJ0411.The dynamic height is computed by dividing the NAVD 88
 FJ0411.geopotential number by the normal gravity value computed on the
 FJ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0411.degrees latitude (g = 980.6199 gals.).
 FJ0411
 FJ0411.The modeled gravity was interpolated from observed gravity values.
 FJ0411
 FJ0411;                    North         East    Units  Estimated Accuracy
 FJ0411;SPC OK S     -   200,670.      687,540.      MT  (+/- 180 meters Scaled)
 FJ0411
 FJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD786901(NAD 83)
 FJ0411
 FJ0411                          SUPERSEDED SURVEY CONTROL
 FJ0411
 FJ0411  NGVD 29 (??/??/92)  294.704  (m)          966.87   (f) ADJ UNCH    2 0
 FJ0411
 FJ0411.Superseded values are not recommended for survey control.
 FJ0411
 FJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0411.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0411
 FJ0411_MARKER: DB = BENCH MARK DISK
 FJ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0411_STAMPING: 114 968 ADJ 1903
 FJ0411_MARK LOGO: USGS
 FJ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0411+STABILITY: SURFACE MOTION
 FJ0411
 FJ0411  HISTORY     - Date     Condition        Report By
 FJ0411  HISTORY     - 1905     MONUMENTED       USGS
 FJ0411  HISTORY     - 1934     GOOD             CGS
 FJ0411
 FJ0411                          STATION DESCRIPTION
 FJ0411
 FJ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0411'2 MI SW FROM MACOMB.
 FJ0411'2.0 MILES SOUTHWEST OF MACOMB A-T AND SF. RR. STATION.  SET IN
 FJ0411'THE TOP OF THE ATCHISON-TOPEKA AND SANTA FE RAILWAY MILE POST
 FJ0411'149, ON WEST SIDE OF TRACK.  TOWNSHIP 8 NORTH, RANGE 2 EAST,
 FJ0411'SECTION 25.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0407 ***********************************************************************
 FJ0407  DESIGNATION -  115
 FJ0407  PID         -  FJ0407
 FJ0407  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0407  COUNTRY     -  US
 FJ0407  USGS QUAD   -  TRIBBEY (2018)
 FJ0407
 FJ0407                         *CURRENT SURVEY CONTROL
 FJ0407  ______________________________________________________________________
 FJ0407* NAD 83(1986) POSITION- 35 06 00.     (N) 097 03 38.     (W)   SCALED
 FJ0407* NAVD 88 ORTHO HEIGHT -   316.385 (meters)     1038.01  (feet) ADJUSTED
 FJ0407  ______________________________________________________________________
 FJ0407  GEOID HEIGHT    -        -26.485 (meters)                     GEOID18
 FJ0407  DYNAMIC HEIGHT  -        316.079 (meters)     1037.00  (feet) COMP
 FJ0407  MODELED GRAVITY -    979,658.1   (mgal)                       NAVD 88
 FJ0407
 FJ0407  VERT ORDER      -  SECOND    CLASS 0
 FJ0407
 FJ0407.The horizontal coordinates were scaled from a map and have
 FJ0407.an estimated accuracy of +/- 6 seconds.
 FJ0407
 FJ0407.The orthometric height was determined by differential leveling and
 FJ0407.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0407.in June 1991.
 FJ0407
 FJ0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0407.GEOID18 height accuracy estimate available here.
 FJ0407
 FJ0407.Click photographs - Photos may exist for this station.
 FJ0407
 FJ0407.The dynamic height is computed by dividing the NAVD 88
 FJ0407.geopotential number by the normal gravity value computed on the
 FJ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0407.degrees latitude (g = 980.6199 gals.).
 FJ0407
 FJ0407.The modeled gravity was interpolated from observed gravity values.
 FJ0407
 FJ0407;                    North         East    Units  Estimated Accuracy
 FJ0407;SPC OK S     -   196,370.      685,650.      MT  (+/- 180 meters Scaled)
 FJ0407
 FJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD767858(NAD 83)
 FJ0407
 FJ0407                          SUPERSEDED SURVEY CONTROL
 FJ0407
 FJ0407  NGVD 29 (??/??/92)  316.296  (m)         1037.71   (f) ADJ UNCH    2 0
 FJ0407
 FJ0407.Superseded values are not recommended for survey control.
 FJ0407
 FJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0407.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0407
 FJ0407_MARKER: DB = BENCH MARK DISK
 FJ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0407_STAMPING: 115 1038 ADJ 1903
 FJ0407_MARK LOGO: USGS
 FJ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0407+STABILITY: SURFACE MOTION
 FJ0407
 FJ0407  HISTORY     - Date     Condition        Report By
 FJ0407  HISTORY     - 1905     MONUMENTED       USGS
 FJ0407  HISTORY     - 1934     GOOD             CGS
 FJ0407  HISTORY     - 20220228 MARK NOT FOUND   OKDOT
 FJ0407
 FJ0407                          STATION DESCRIPTION
 FJ0407
 FJ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0407'1.1 MI SW FROM TRIBBEY.
 FJ0407'1.1 MILES SOUTHWEST OF A-T AND SF. RR. STATION AT TRIBBEY SET
 FJ0407'IN TOP OF ATCHISON-TOPEKA AND SANTA FE RAILROAD MILE POST 152,
 FJ0407'ON THE WEST SIDE OF TRACK.  TOWNSHIP 7 NORTH, RANGE 2 EAST.
 FJ0407
 FJ0407                          STATION RECOVERY (2022)
 FJ0407
 FJ0407'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0246 ***********************************************************************
 GH0246  DESIGNATION -  1154
 GH0246  PID         -  GH0246
 GH0246  STATE/COUNTY-  OK/KAY
 GH0246  COUNTRY     -  US
 GH0246  USGS QUAD   -  NEWKIRK (2018)
 GH0246
 GH0246                         *CURRENT SURVEY CONTROL
 GH0246  ______________________________________________________________________
 GH0246* NAD 83(1986) POSITION- 36 52 52.80   (N) 097 03 13.89   (W)   HD_HELD1
 GH0246* NAVD 88 ORTHO HEIGHT -   351.919 (meters)     1154.59  (feet) ADJUSTED
 GH0246  ______________________________________________________________________
 GH0246  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 GH0246  DYNAMIC HEIGHT  -        351.618 (meters)     1153.60  (feet) COMP
 GH0246  MODELED GRAVITY -    979,766.8   (mgal)                       NAVD 88
 GH0246
 GH0246  VERT ORDER      -  SECOND    CLASS 0
 GH0246
 GH0246.The horizontal coordinates were determined by differentially corrected
 GH0246.hand held GPS observations or other comparable positioning techniques
 GH0246.and have an estimated accuracy of +/- 3 meters.
 GH0246
 GH0246.The orthometric height was determined by differential leveling and
 GH0246.adjusted by the NATIONAL GEODETIC SURVEY
 GH0246.in June 1991.
 GH0246
 GH0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0246.GEOID18 height accuracy estimate available here.
 GH0246
 GH0246.Click photographs - Photos may exist for this station.
 GH0246
 GH0246.The dynamic height is computed by dividing the NAVD 88
 GH0246.geopotential number by the normal gravity value computed on the
 GH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0246.degrees latitude (g = 980.6199 gals.).
 GH0246
 GH0246.The modeled gravity was interpolated from observed gravity values.
 GH0246
 GH0246;                    North         East    Units  Estimated Accuracy
 GH0246;SPC OK N     -   209,159.4     684,348.9     MT  (+/- 3 meters HH1 GPS) 
 GH0246
 GH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7343883476(NAD 83)
 GH0246
 GH0246                          SUPERSEDED SURVEY CONTROL
 GH0246
 GH0246  NGVD 29 (??/??/92)  351.783  (m)         1154.14   (f) ADJ UNCH    2 0
 GH0246
 GH0246.Superseded values are not recommended for survey control.
 GH0246
 GH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0246.See file dsdata.pdf to determine how the superseded data were derived.
 GH0246
 GH0246_MARKER: P = PIPE CAP
 GH0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0246_STAMPING: 1154.141
 GH0246_MARK LOGO: USGS
 GH0246_PROJECTION: FLUSH
 GH0246_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0246
 GH0246  HISTORY     - Date     Condition        Report By
 GH0246  HISTORY     - 1911     MONUMENTED       USGS
 GH0246  HISTORY     - 1953     GOOD             CGS
 GH0246
 GH0246                          STATION DESCRIPTION
 GH0246
 GH0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0246'AT NEWKIRK.
 GH0246'AT NEWKIRK, 139 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 GH0246'COURTHOUSE, 128 FEET NORTHEAST OF A FLAGPOLE, 54 FEET WEST OF THE
 GH0246'CENTER LINE OF MAIN STREET, 3.6 FEET WEST OF THE CENTER LINE OF
 GH0246'A SIDEWALK, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 GH0246'PROJECTS 1.1 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0589 ***********************************************************************
 FJ0589  DESIGNATION -  1155
 FJ0589  PID         -  FJ0589
 FJ0589  STATE/COUNTY-  OK/KINGFISHER
 FJ0589  COUNTRY     -  US
 FJ0589  USGS QUAD   -  KINGFISHER (2018)
 FJ0589
 FJ0589                         *CURRENT SURVEY CONTROL
 FJ0589  ______________________________________________________________________
 FJ0589* NAD 83(1986) POSITION- 35 49 54.     (N) 097 53 16.     (W)   SCALED
 FJ0589* NAVD 88 ORTHO HEIGHT -   352.102 (meters)     1155.19  (feet) ADJUSTED
 FJ0589  ______________________________________________________________________
 FJ0589  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 FJ0589  DYNAMIC HEIGHT  -        351.780 (meters)     1154.13  (feet) COMP
 FJ0589  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 FJ0589
 FJ0589  VERT ORDER      -  SECOND    CLASS 0
 FJ0589
 FJ0589.The horizontal coordinates were scaled from a map and have
 FJ0589.an estimated accuracy of +/- 6 seconds.
 FJ0589
 FJ0589.The orthometric height was determined by differential leveling and
 FJ0589.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0589.in June 1991.
 FJ0589
 FJ0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0589.GEOID18 height accuracy estimate available here.
 FJ0589
 FJ0589.Click photographs - Photos may exist for this station.
 FJ0589
 FJ0589.The dynamic height is computed by dividing the NAVD 88
 FJ0589.geopotential number by the normal gravity value computed on the
 FJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0589.degrees latitude (g = 980.6199 gals.).
 FJ0589
 FJ0589.The modeled gravity was interpolated from observed gravity values.
 FJ0589
 FJ0589;                    North         East    Units  Estimated Accuracy
 FJ0589;SPC OK N     -    92,280.      610,140.      MT  (+/- 180 meters Scaled)
 FJ0589
 FJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE004658(NAD 83)
 FJ0589
 FJ0589                          SUPERSEDED SURVEY CONTROL
 FJ0589
 FJ0589  NGVD 29 (??/??/92)  351.965  (m)         1154.74   (f) ADJ UNCH    2 0
 FJ0589
 FJ0589.Superseded values are not recommended for survey control.
 FJ0589
 FJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0589.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0589
 FJ0589_MARKER: P = PIPE CAP
 FJ0589_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0589_STAMPING: 1 ELEV 1155 1903
 FJ0589_MARK LOGO: USGS
 FJ0589_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0589
 FJ0589  HISTORY     - Date     Condition        Report By
 FJ0589  HISTORY     - 1905     MONUMENTED       USGS
 FJ0589  HISTORY     - 1934     GOOD             CGS
 FJ0589
 FJ0589                          STATION DESCRIPTION
 FJ0589
 FJ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0589'3.6 MI SE FROM KINGFISHER.
 FJ0589'3.6 MILES SOUTHEAST OF, ALONG CRIPRY ABOUT 0.1 MILE EAST OF M.P.
 FJ0589'382, 78.8 FEET NORTHWEST OF CENTERLINE OF COUNTY ROAD AT
 FJ0589'RAILROAD CROSSING, 47.7 FEET NORTH OF CHICAGO, ROCK ISLAND AND
 FJ0589'PACIFIC R.R. CENTERLINE, 2.5 FEET SOUTH OF SOUTHEAST FENCE
 FJ0589'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0205 ***********************************************************************
 FJ0205  DESIGNATION -  116
 FJ0205  PID         -  FJ0205
 FJ0205  STATE/COUNTY-  OK/LINCOLN
 FJ0205  COUNTRY     -  US
 FJ0205  USGS QUAD   -  SPARKS (2018)
 FJ0205
 FJ0205                         *CURRENT SURVEY CONTROL
 FJ0205  ______________________________________________________________________
 FJ0205* NAD 83(1986) POSITION- 35 31 44.     (N) 096 51 24.     (W)   SCALED
 FJ0205* NAVD 88 ORTHO HEIGHT -   257.435 (meters)      844.60  (feet) ADJUSTED
 FJ0205  ______________________________________________________________________
 FJ0205  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 FJ0205  DYNAMIC HEIGHT  -        257.193 (meters)      843.81  (feet) COMP
 FJ0205  MODELED GRAVITY -    979,686.7   (mgal)                       NAVD 88
 FJ0205
 FJ0205  VERT ORDER      -  SECOND    CLASS 0
 FJ0205
 FJ0205.The horizontal coordinates were scaled from a map and have
 FJ0205.an estimated accuracy of +/- 6 seconds.
 FJ0205
 FJ0205.The orthometric height was determined by differential leveling and
 FJ0205.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0205.in June 1991.
 FJ0205
 FJ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0205.GEOID18 height accuracy estimate available here.
 FJ0205
 FJ0205.Click photographs - Photos may exist for this station.
 FJ0205
 FJ0205.The dynamic height is computed by dividing the NAVD 88
 FJ0205.geopotential number by the normal gravity value computed on the
 FJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0205.degrees latitude (g = 980.6199 gals.).
 FJ0205
 FJ0205.The modeled gravity was interpolated from observed gravity values.
 FJ0205
 FJ0205;                    North         East    Units  Estimated Accuracy
 FJ0205;SPC OK N     -    59,290.      703,700.      MT  (+/- 180 meters Scaled)
 FJ0205
 FJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE943338(NAD 83)
 FJ0205
 FJ0205                          SUPERSEDED SURVEY CONTROL
 FJ0205
 FJ0205  NGVD 29 (??/??/92)  257.350  (m)          844.32   (f) ADJ UNCH    2 0
 FJ0205
 FJ0205.Superseded values are not recommended for survey control.
 FJ0205
 FJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0205.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0205
 FJ0205_MARKER: Z = SEE DESCRIPTION
 FJ0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0205_SP_SET: RAIL
 FJ0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0205
 FJ0205  HISTORY     - Date     Condition        Report By
 FJ0205  HISTORY     - UNK      MONUMENTED       ATSFRR
 FJ0205  HISTORY     - 1934     GOOD             CGS
 FJ0205
 FJ0205                          STATION DESCRIPTION
 FJ0205
 FJ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0205'3.3 MI N FROM MEEKER.
 FJ0205'3.3 MILES NORTH OF MEEKER AT TSFRY ABOUT 2 FEET INSIDE THE RIGHT
 FJ0205'OF WAY FENCE LINE OF THE ATCHISON, TOPEKA AND SANTA FE RY.,
 FJ0205'EAST OF THE TRACK AND AT MILEPOST 116.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0404 ***********************************************************************
 FJ0404  DESIGNATION -  116
 FJ0404  PID         -  FJ0404
 FJ0404  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0404  COUNTRY     -  US
 FJ0404  USGS QUAD   -  TRIBBEY (2018)
 FJ0404
 FJ0404                         *CURRENT SURVEY CONTROL
 FJ0404  ______________________________________________________________________
 FJ0404* NAD 83(1986) POSITION- 35 03 26.     (N) 097 03 37.     (W)   SCALED
 FJ0404* NAVD 88 ORTHO HEIGHT -   297.756 (meters)      976.89  (feet) ADJUSTED
 FJ0404  ______________________________________________________________________
 FJ0404  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 FJ0404  DYNAMIC HEIGHT  -        297.467 (meters)      975.94  (feet) COMP
 FJ0404  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 FJ0404
 FJ0404  VERT ORDER      -  SECOND    CLASS 0
 FJ0404
 FJ0404.The horizontal coordinates were scaled from a map and have
 FJ0404.an estimated accuracy of +/- 6 seconds.
 FJ0404
 FJ0404.The orthometric height was determined by differential leveling and
 FJ0404.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0404.in June 1991.
 FJ0404
 FJ0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0404.GEOID18 height accuracy estimate available here.
 FJ0404
 FJ0404.Click photographs - Photos may exist for this station.
 FJ0404
 FJ0404.The dynamic height is computed by dividing the NAVD 88
 FJ0404.geopotential number by the normal gravity value computed on the
 FJ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0404.degrees latitude (g = 980.6199 gals.).
 FJ0404
 FJ0404.The modeled gravity was interpolated from observed gravity values.
 FJ0404
 FJ0404;                    North         East    Units  Estimated Accuracy
 FJ0404;SPC OK S     -   191,620.      685,720.      MT  (+/- 180 meters Scaled)
 FJ0404
 FJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD768811(NAD 83)
 FJ0404
 FJ0404                          SUPERSEDED SURVEY CONTROL
 FJ0404
 FJ0404  NGVD 29 (??/??/92)  297.672  (m)          976.61   (f) ADJ UNCH    2 0
 FJ0404
 FJ0404.Superseded values are not recommended for survey control.
 FJ0404
 FJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0404.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0404
 FJ0404_MARKER: DB = BENCH MARK DISK
 FJ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0404_STAMPING: 116 977 ADJ 1903
 FJ0404_MARK LOGO: USGS
 FJ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0404+STABILITY: SURFACE MOTION
 FJ0404
 FJ0404  HISTORY     - Date     Condition        Report By
 FJ0404  HISTORY     - 1905     MONUMENTED       USGS
 FJ0404  HISTORY     - 1934     GOOD             CGS
 FJ0404  HISTORY     - 20220222 MARK NOT FOUND   OKDOT
 FJ0404
 FJ0404                          STATION DESCRIPTION
 FJ0404
 FJ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0404'1.5 MI N FROM TROUSDALE.
 FJ0404'1.5 MILES NORTH OF AT AND SF RR STATION, AT TROUTSDALE.  SET IN
 FJ0404'TOP OF ATCHISON-TOPEKA AND SANTA FE RAILROAD MILE POST 155.
 FJ0404'10 FEET WEST OF TRACK.
 FJ0404
 FJ0404                          STATION RECOVERY (2022)
 FJ0404
 FJ0404'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0591 ***********************************************************************
 FJ0591  DESIGNATION -  1162
 FJ0591  PID         -  FJ0591
 FJ0591  STATE/COUNTY-  OK/KINGFISHER
 FJ0591  COUNTRY     -  US
 FJ0591  USGS QUAD   -  KINGFISHER SE (2018)
 FJ0591
 FJ0591                         *CURRENT SURVEY CONTROL
 FJ0591  ______________________________________________________________________
 FJ0591* NAD 83(1986) POSITION- 35 48 46.     (N) 097 51 13.     (W)   SCALED
 FJ0591* NAVD 88 ORTHO HEIGHT -   354.287 (meters)     1162.36  (feet) ADJUSTED
 FJ0591  ______________________________________________________________________
 FJ0591  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 FJ0591  DYNAMIC HEIGHT  -        353.962 (meters)     1161.29  (feet) COMP
 FJ0591  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 FJ0591
 FJ0591  VERT ORDER      -  SECOND    CLASS 0
 FJ0591
 FJ0591.The horizontal coordinates were scaled from a map and have
 FJ0591.an estimated accuracy of +/- 6 seconds.
 FJ0591
 FJ0591.The orthometric height was determined by differential leveling and
 FJ0591.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0591.in June 1991.
 FJ0591
 FJ0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0591.GEOID18 height accuracy estimate available here.
 FJ0591
 FJ0591.Click photographs - Photos may exist for this station.
 FJ0591
 FJ0591.The dynamic height is computed by dividing the NAVD 88
 FJ0591.geopotential number by the normal gravity value computed on the
 FJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0591.degrees latitude (g = 980.6199 gals.).
 FJ0591
 FJ0591.The modeled gravity was interpolated from observed gravity values.
 FJ0591
 FJ0591;                    North         East    Units  Estimated Accuracy
 FJ0591;SPC OK N     -    90,190.      613,230.      MT  (+/- 180 meters Scaled)
 FJ0591
 FJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE035637(NAD 83)
 FJ0591
 FJ0591                          SUPERSEDED SURVEY CONTROL
 FJ0591
 FJ0591  NGVD 29 (??/??/92)  354.149  (m)         1161.90   (f) ADJ UNCH    2 0
 FJ0591
 FJ0591.Superseded values are not recommended for survey control.
 FJ0591
 FJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0591.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0591
 FJ0591_MARKER: P = PIPE CAP
 FJ0591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0591_STAMPING: 2 ELEV 1162 ADJ 1903
 FJ0591_MARK LOGO: USGS
 FJ0591_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0591
 FJ0591  HISTORY     - Date     Condition        Report By
 FJ0591  HISTORY     - 1905     MONUMENTED       USGS
 FJ0591  HISTORY     - 1934     GOOD             CGS
 FJ0591  HISTORY     - 1969     GOOD             USGS
 FJ0591  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0591
 FJ0591                          STATION DESCRIPTION
 FJ0591
 FJ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0591'6 MI SE FROM KINGFISHER.
 FJ0591'6 MILES SOUTHEAST OF, ALONG CRIPRY ABOUT 0.4 MILE EAST OF M.P.
 FJ0591'384, ABOUT 175 FEET NORTHEAST OF NORTHEAST CORNER OF FARM HOUSE,
 FJ0591'86.2 FEET SOUTHWEST OF COUNTY ROAD CENTERLINE AT RAILROAD CROSSING,
 FJ0591'76.2 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0591'R.R., 10.4 FEET WEST OF NORTHWEST FENCE CORNER, OF FENCE PARALLELING
 FJ0591'RAILROAD.
 FJ0591
 FJ0591                          STATION RECOVERY (1969)
 FJ0591
 FJ0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FJ0591'RECOVERED IN GOOD CONDITION.
 FJ0591
 FJ0591                          STATION RECOVERY (2022)
 FJ0591
 FJ0591'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0591'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0204 ***********************************************************************
 FJ0204  DESIGNATION -  117
 FJ0204  PID         -  FJ0204
 FJ0204  STATE/COUNTY-  OK/LINCOLN
 FJ0204  COUNTRY     -  US
 FJ0204  USGS QUAD   -  SPARKS (2018)
 FJ0204
 FJ0204                         *CURRENT SURVEY CONTROL
 FJ0204  ______________________________________________________________________
 FJ0204* NAD 83(1986) POSITION- 35 31 20.     (N) 096 52 17.     (W)   SCALED
 FJ0204* NAVD 88 ORTHO HEIGHT -   258.824 (meters)      849.16  (feet) ADJUSTED
 FJ0204  ______________________________________________________________________
 FJ0204  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 FJ0204  DYNAMIC HEIGHT  -        258.580 (meters)      848.36  (feet) COMP
 FJ0204  MODELED GRAVITY -    979,686.2   (mgal)                       NAVD 88
 FJ0204
 FJ0204  VERT ORDER      -  SECOND    CLASS 0
 FJ0204
 FJ0204.The horizontal coordinates were scaled from a map and have
 FJ0204.an estimated accuracy of +/- 6 seconds.
 FJ0204
 FJ0204.The orthometric height was determined by differential leveling and
 FJ0204.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0204.in June 1991.
 FJ0204
 FJ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0204.GEOID18 height accuracy estimate available here.
 FJ0204
 FJ0204.Click photographs - Photos may exist for this station.
 FJ0204
 FJ0204.The dynamic height is computed by dividing the NAVD 88
 FJ0204.geopotential number by the normal gravity value computed on the
 FJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0204.degrees latitude (g = 980.6199 gals.).
 FJ0204
 FJ0204.The modeled gravity was interpolated from observed gravity values.
 FJ0204
 FJ0204;                    North         East    Units  Estimated Accuracy
 FJ0204;SPC OK N     -    58,540.      702,370.      MT  (+/- 180 meters Scaled)
 FJ0204
 FJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE930330(NAD 83)
 FJ0204
 FJ0204                          SUPERSEDED SURVEY CONTROL
 FJ0204
 FJ0204  NGVD 29 (??/??/92)  258.739  (m)          848.88   (f) ADJ UNCH    2 0
 FJ0204
 FJ0204.Superseded values are not recommended for survey control.
 FJ0204
 FJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0204.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0204
 FJ0204_MARKER: Z = SEE DESCRIPTION
 FJ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0204_SP_SET: RAIL
 FJ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0204
 FJ0204  HISTORY     - Date     Condition        Report By
 FJ0204  HISTORY     - UNK      MONUMENTED       ATSFRR
 FJ0204  HISTORY     - 1934     GOOD             CGS
 FJ0204
 FJ0204                          STATION DESCRIPTION
 FJ0204
 FJ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0204'2.3 MI N FROM MEEKER.
 FJ0204'2.3 MILES NORTH OF ATSFRY ABOUT 2 FEET INSIDE THE RIGHT OF WAY
 FJ0204'FENCE LINE OF THE ATCHISON, TOPEKA AND SANTA FE RY., EAST OF
 FJ0204'THE TRACK AND AT MILEPOST 117.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0400 ***********************************************************************
 FJ0400  DESIGNATION -  117
 FJ0400  PID         -  FJ0400
 FJ0400  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0400  COUNTRY     -  US
 FJ0400  USGS QUAD   -  TRIBBEY (2018)
 FJ0400
 FJ0400                         *CURRENT SURVEY CONTROL
 FJ0400  ______________________________________________________________________
 FJ0400* NAD 83(1986) POSITION- 35 01 45.     (N) 097 02 09.     (W)   SCALED
 FJ0400* NAVD 88 ORTHO HEIGHT -   303.850 (meters)      996.88  (feet) ADJUSTED
 FJ0400  ______________________________________________________________________
 FJ0400  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 FJ0400  DYNAMIC HEIGHT  -        303.556 (meters)      995.92  (feet) COMP
 FJ0400  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 FJ0400
 FJ0400  VERT ORDER      -  SECOND    CLASS 0
 FJ0400
 FJ0400.The horizontal coordinates were scaled from a map and have
 FJ0400.an estimated accuracy of +/- 6 seconds.
 FJ0400
 FJ0400.The orthometric height was determined by differential leveling and
 FJ0400.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0400.in June 1991.
 FJ0400
 FJ0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0400.GEOID18 height accuracy estimate available here.
 FJ0400
 FJ0400.Click photographs - Photos may exist for this station.
 FJ0400
 FJ0400.The dynamic height is computed by dividing the NAVD 88
 FJ0400.geopotential number by the normal gravity value computed on the
 FJ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0400.degrees latitude (g = 980.6199 gals.).
 FJ0400
 FJ0400.The modeled gravity was interpolated from observed gravity values.
 FJ0400
 FJ0400;                    North         East    Units  Estimated Accuracy
 FJ0400;SPC OK S     -   188,530.      687,980.      MT  (+/- 180 meters Scaled)
 FJ0400
 FJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD791780(NAD 83)
 FJ0400
 FJ0400                          SUPERSEDED SURVEY CONTROL
 FJ0400
 FJ0400  NGVD 29 (??/??/92)  303.763  (m)          996.60   (f) ADJ UNCH    2 0
 FJ0400
 FJ0400.Superseded values are not recommended for survey control.
 FJ0400
 FJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0400.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0400
 FJ0400_MARKER: DB = BENCH MARK DISK
 FJ0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0400_STAMPING: 117 997 ADJ 1903
 FJ0400_MARK LOGO: USGS
 FJ0400_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0400
 FJ0400  HISTORY     - Date     Condition        Report By
 FJ0400  HISTORY     - 1905     MONUMENTED       USGS
 FJ0400  HISTORY     - 1934     GOOD             CGS
 FJ0400
 FJ0400                          STATION DESCRIPTION
 FJ0400
 FJ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0400'1 MI SE FROM TROUSDALE.
 FJ0400'1.0 MILES SOUTHEAST OF A.T. AND S.F. RR. STATION AT TROUSDALE
 FJ0400'IRON POST SET IN SOUTH CORNER OF ROAD ENTERSECTION, BETWEEN
 FJ0400'TOWNSHIPS 6 AND 7 NORTH AND RANGES 2 AND 3 EAST.  800 FEET NORTH
 FJ0400'OF ATCHISON TOPEKA AND SANTA FE RAILWAY CROSSING.  200 FEET WEST
 FJ0400'OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0334 ***********************************************************************
 FJ0334  DESIGNATION -  1170 20
 FJ0334  PID         -  FJ0334
 FJ0334  STATE/COUNTY-  OK/CLEVELAND
 FJ0334  COUNTRY     -  US
 FJ0334  USGS QUAD   -  NORMAN (2018)
 FJ0334
 FJ0334                         *CURRENT SURVEY CONTROL
 FJ0334  ______________________________________________________________________
 FJ0334* NAD 83(1986) POSITION- 35 13 15.     (N) 097 26 20.     (W)   SCALED
 FJ0334* NAVD 88 ORTHO HEIGHT -   357.388 (meters)     1172.53  (feet) ADJUSTED
 FJ0334  ______________________________________________________________________
 FJ0334  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 FJ0334  DYNAMIC HEIGHT  -        357.041 (meters)     1171.39  (feet) COMP
 FJ0334  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 FJ0334
 FJ0334  VERT ORDER      -  SECOND    CLASS 0
 FJ0334
 FJ0334.The horizontal coordinates were scaled from a map and have
 FJ0334.an estimated accuracy of +/- 6 seconds.
 FJ0334
 FJ0334.The orthometric height was determined by differential leveling and
 FJ0334.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0334.in August 1994.
 FJ0334
 FJ0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0334.GEOID18 height accuracy estimate available here.
 FJ0334
 FJ0334.Click photographs - Photos may exist for this station.
 FJ0334
 FJ0334.The dynamic height is computed by dividing the NAVD 88
 FJ0334.geopotential number by the normal gravity value computed on the
 FJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0334.degrees latitude (g = 980.6199 gals.).
 FJ0334
 FJ0334.The modeled gravity was interpolated from observed gravity values.
 FJ0334
 FJ0334;                    North         East    Units  Estimated Accuracy
 FJ0334;SPC OK S     -   209,520.      651,080.      MT  (+/- 180 meters Scaled)
 FJ0334
 FJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD420986(NAD 83)
 FJ0334
 FJ0334                          SUPERSEDED SURVEY CONTROL
 FJ0334
 FJ0334  NAVD 88 (06/15/91)  357.434  (m)         1172.68   (f) SUPERSEDED  2 0
 FJ0334  NGVD 29 (??/??/92)  357.313  (m)         1172.28   (f) ADJ UNCH    2 0
 FJ0334
 FJ0334.Superseded values are not recommended for survey control.
 FJ0334
 FJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0334.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0334
 FJ0334_MARKER: DB = BENCH MARK DISK
 FJ0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0334_SP_SET: BUILDING
 FJ0334_STAMPING: 1170 NO 20 1907
 FJ0334_MARK LOGO: USGS
 FJ0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0334
 FJ0334  HISTORY     - Date     Condition        Report By
 FJ0334  HISTORY     - 1907     MONUMENTED       USGS
 FJ0334  HISTORY     - 1934     GOOD             CGS
 FJ0334  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0334
 FJ0334                          STATION DESCRIPTION
 FJ0334
 FJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0334'AT NORMAN.
 FJ0334'AT NORMAN, CLEVELAND COUNTY, AT THE FIRST NATIONAL BANK BUILDING,
 FJ0334'IN THE SANDSTONE WALL ON THE SOUTHEAST SIDE OF THE ENTRANCE
 FJ0334'DOOR, 39.7 FEET NORTHWEST OF THE ENTRANCE TO THE COX REAL ESTATE
 FJ0334'OFFICE, 4.4 FEET SOUTHEAST OF THE MIDDLE OF THE ENTRANCE DOOR TO
 FJ0334'THE BANK, AND 1.8 FEET ABOVE THE SIDEWALK.  A U.S.G.S. STANDARD
 FJ0334'DISK, STAMPED 1170 NO 20 1907 AND SET VERTICALLY.  NOTE-- PREVIOUSLY
 FJ0334'DESIGNATED 20 (USGS)
 FJ0334
 FJ0334                          STATION RECOVERY (1994)
 FJ0334
 FJ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0368 ***********************************************************************
 EL0368  DESIGNATION -  118
 EL0368  PID         -  EL0368
 EL0368  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0368  COUNTRY     -  US
 EL0368  USGS QUAD   -  WANETTE (2018)
 EL0368
 EL0368                         *CURRENT SURVEY CONTROL
 EL0368  ______________________________________________________________________
 EL0368* NAD 83(1986) POSITION- 34 59 09.     (N) 097 02 11.     (W)   SCALED
 EL0368* NAVD 88 ORTHO HEIGHT -   308.734 (meters)     1012.90  (feet) ADJUSTED
 EL0368  ______________________________________________________________________
 EL0368  GEOID HEIGHT    -        -26.233 (meters)                     GEOID18
 EL0368  DYNAMIC HEIGHT  -        308.435 (meters)     1011.92  (feet) COMP
 EL0368  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 EL0368
 EL0368  VERT ORDER      -  SECOND    CLASS 0
 EL0368
 EL0368.The horizontal coordinates were scaled from a map and have
 EL0368.an estimated accuracy of +/- 6 seconds.
 EL0368
 EL0368.The orthometric height was determined by differential leveling and
 EL0368.adjusted by the NATIONAL GEODETIC SURVEY
 EL0368.in June 1991.
 EL0368
 EL0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0368.GEOID18 height accuracy estimate available here.
 EL0368
 EL0368.Click photographs - Photos may exist for this station.
 EL0368
 EL0368.The dynamic height is computed by dividing the NAVD 88
 EL0368.geopotential number by the normal gravity value computed on the
 EL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0368.degrees latitude (g = 980.6199 gals.).
 EL0368
 EL0368.The modeled gravity was interpolated from observed gravity values.
 EL0368
 EL0368;                    North         East    Units  Estimated Accuracy
 EL0368;SPC OK S     -   183,720.      687,980.      MT  (+/- 180 meters Scaled)
 EL0368
 EL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD792732(NAD 83)
 EL0368
 EL0368                          SUPERSEDED SURVEY CONTROL
 EL0368
 EL0368  NGVD 29 (??/??/92)  308.647  (m)         1012.62   (f) ADJ UNCH    2 0
 EL0368
 EL0368.Superseded values are not recommended for survey control.
 EL0368
 EL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0368.See file dsdata.pdf to determine how the superseded data were derived.
 EL0368
 EL0368_MARKER: DB = BENCH MARK DISK
 EL0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0368_STAMPING: 118 1013 ADJ 1903
 EL0368_MARK LOGO: USGS
 EL0368_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0368
 EL0368  HISTORY     - Date     Condition        Report By
 EL0368  HISTORY     - 1905     MONUMENTED       USGS
 EL0368  HISTORY     - 1934     GOOD             CGS
 EL0368
 EL0368                          STATION DESCRIPTION
 EL0368
 EL0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0368'1.6 MI N FROM WANETTE.
 EL0368'0.3 MILES NORTH OF MILE POST 161.125 FEET WEST OF NEAREST RAIL
 EL0368'OF ATCHISON TOPEKA AND SANTA FE RAILWAY TRACK.  35 FEET WEST OF
 EL0368'CENTER LINE OF PUBLIC ROAD.  35 FEET NORTH OF CENTER LINE OF SECTION
 EL0368'LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0202 ***********************************************************************
 FJ0202  DESIGNATION -  118
 FJ0202  PID         -  FJ0202
 FJ0202  STATE/COUNTY-  OK/LINCOLN
 FJ0202  COUNTRY     -  US
 FJ0202  USGS QUAD   -  MEEKER (2018)
 FJ0202
 FJ0202                         *CURRENT SURVEY CONTROL
 FJ0202  ______________________________________________________________________
 FJ0202* NAD 83(1986) POSITION- 35 31 09.     (N) 096 53 19.     (W)   SCALED
 FJ0202* NAVD 88 ORTHO HEIGHT -   260.844 (meters)      855.79  (feet) ADJUSTED
 FJ0202  ______________________________________________________________________
 FJ0202  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FJ0202  DYNAMIC HEIGHT  -        260.599 (meters)      854.98  (feet) COMP
 FJ0202  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FJ0202
 FJ0202  VERT ORDER      -  SECOND    CLASS 0
 FJ0202
 FJ0202.The horizontal coordinates were scaled from a map and have
 FJ0202.an estimated accuracy of +/- 6 seconds.
 FJ0202
 FJ0202.The orthometric height was determined by differential leveling and
 FJ0202.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0202.in June 1991.
 FJ0202
 FJ0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0202.GEOID18 height accuracy estimate available here.
 FJ0202
 FJ0202.Click photographs - Photos may exist for this station.
 FJ0202
 FJ0202.The dynamic height is computed by dividing the NAVD 88
 FJ0202.geopotential number by the normal gravity value computed on the
 FJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0202.degrees latitude (g = 980.6199 gals.).
 FJ0202
 FJ0202.The modeled gravity was interpolated from observed gravity values.
 FJ0202
 FJ0202;                    North         East    Units  Estimated Accuracy
 FJ0202;SPC OK N     -    58,180.      700,810.      MT  (+/- 180 meters Scaled)
 FJ0202
 FJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE914326(NAD 83)
 FJ0202
 FJ0202                          SUPERSEDED SURVEY CONTROL
 FJ0202
 FJ0202  NGVD 29 (??/??/92)  260.760  (m)          855.51   (f) ADJ UNCH    2 0
 FJ0202
 FJ0202.Superseded values are not recommended for survey control.
 FJ0202
 FJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0202.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0202
 FJ0202_MARKER: Z = SEE DESCRIPTION
 FJ0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0202_SP_SET: RAIL
 FJ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0202
 FJ0202  HISTORY     - Date     Condition        Report By
 FJ0202  HISTORY     - UNK      MONUMENTED       ATSFRR
 FJ0202  HISTORY     - 1934     GOOD             CGS
 FJ0202
 FJ0202                          STATION DESCRIPTION
 FJ0202
 FJ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0202'1.3 MI N FROM MEEKER.
 FJ0202'ABOUT 2 FEET INSIDE THE RIGHT OF WAY FENCE LINE OF THE ATCHISON,
 FJ0202'TOPEKA AND SANTA FE RY., EAST OF THE TRACK AND AT MILEPOST 118.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0005 ***********************************************************************
 EL0005  DESIGNATION -  12
 EL0005  PID         -  EL0005
 EL0005  STATE/COUNTY-  OK/COAL
 EL0005  COUNTRY     -  US
 EL0005  USGS QUAD   -  CENTRAHOMA (2018)
 EL0005
 EL0005                         *CURRENT SURVEY CONTROL
 EL0005  ______________________________________________________________________
 EL0005* NAD 83(1986) POSITION- 34 33 22.     (N) 096 20 58.     (W)   SCALED
 EL0005* NAVD 88 ORTHO HEIGHT -   202.48  (+/-2cm)      664.3   (feet) VERTCON3
 EL0005  ______________________________________________________________________
 EL0005  GEOID HEIGHT    -        -27.271 (meters)                     GEOID18
 EL0005  VERT ORDER      -  ? (See Below)
 EL0005
 EL0005.The horizontal coordinates were scaled from a map and have
 EL0005.an estimated accuracy of +/- 6 seconds.
 EL0005
 EL0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0005
 EL0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0005.GEOID18 height accuracy estimate available here.
 EL0005
 EL0005.The vertical order pertains to the NGVD 29 superseded value.
 EL0005
 EL0005.Click photographs - Photos may exist for this station.
 EL0005
 EL0005;                    North         East    Units  Estimated Accuracy
 EL0005;SPC OK S     -   136,870.      751,470.      MT  (+/- 180 meters Scaled)
 EL0005
 EL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD431270(NAD 83)
 EL0005
 EL0005                          SUPERSEDED SURVEY CONTROL
 EL0005
 EL0005  NGVD 29 (??/??/92)  202.403  (m)          664.05   (f) ADJ UNCH       
 EL0005
 EL0005.Superseded values are not recommended for survey control.
 EL0005
 EL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0005.See file dsdata.pdf to determine how the superseded data were derived.
 EL0005
 EL0005_MARKER: B = BOLT
 EL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0005+STABILITY: SURFACE MOTION
 EL0005
 EL0005  HISTORY     - Date     Condition        Report By
 EL0005  HISTORY     - UNK      MONUMENTED
 EL0005  HISTORY     - 1934     GOOD             CGS
 EL0005
 EL0005                          STATION DESCRIPTION
 EL0005
 EL0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0005'5.5 MI SE FROM TUPELO.
 EL0005'5.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EL0005'RAILWAY FROM THE STATION AT TUPELO, COAL COUNTY, AT MILEPOST 12,
 EL0005'AT STATION 634+00, AND 49 FEET NORTH OF THE NORTH RAIL.  A BOLT,
 EL0005'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0151 ***********************************************************************
 FJ0151  DESIGNATION -  121
 FJ0151  PID         -  FJ0151
 FJ0151  STATE/COUNTY-  OK/LINCOLN
 FJ0151  COUNTRY     -  US
 FJ0151  USGS QUAD   -  AYDELOTTE (2018)
 FJ0151
 FJ0151                         *CURRENT SURVEY CONTROL
 FJ0151  ______________________________________________________________________
 FJ0151* NAD 83(1986) POSITION- 35 29 05.     (N) 096 55 05.     (W)   SCALED
 FJ0151* NAVD 88 ORTHO HEIGHT -   272.215 (meters)      893.09  (feet) ADJUSTED
 FJ0151  ______________________________________________________________________
 FJ0151  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 FJ0151  DYNAMIC HEIGHT  -        271.959 (meters)      892.25  (feet) COMP
 FJ0151  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FJ0151
 FJ0151  VERT ORDER      -  SECOND    CLASS 0
 FJ0151
 FJ0151.The horizontal coordinates were scaled from a map and have
 FJ0151.an estimated accuracy of +/- 6 seconds.
 FJ0151
 FJ0151.The orthometric height was determined by differential leveling and
 FJ0151.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0151.in June 1991.
 FJ0151
 FJ0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0151.GEOID18 height accuracy estimate available here.
 FJ0151
 FJ0151.Click photographs - Photos may exist for this station.
 FJ0151
 FJ0151.The dynamic height is computed by dividing the NAVD 88
 FJ0151.geopotential number by the normal gravity value computed on the
 FJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0151.degrees latitude (g = 980.6199 gals.).
 FJ0151
 FJ0151.The modeled gravity was interpolated from observed gravity values.
 FJ0151
 FJ0151;                    North         East    Units  Estimated Accuracy
 FJ0151;SPC OK N     -    54,330.      698,180.      MT  (+/- 180 meters Scaled)
 FJ0151
 FJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE888287(NAD 83)
 FJ0151
 FJ0151                          SUPERSEDED SURVEY CONTROL
 FJ0151
 FJ0151  NGVD 29 (??/??/92)  272.128  (m)          892.81   (f) ADJ UNCH    2 0
 FJ0151
 FJ0151.Superseded values are not recommended for survey control.
 FJ0151
 FJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0151.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0151
 FJ0151_MARKER: Z = SEE DESCRIPTION
 FJ0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0151_SP_SET: RAIL
 FJ0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0151
 FJ0151  HISTORY     - Date     Condition        Report By
 FJ0151  HISTORY     - UNK      MONUMENTED
 FJ0151  HISTORY     - 1934     GOOD             CGS
 FJ0151
 FJ0151                          STATION DESCRIPTION
 FJ0151
 FJ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0151'1.7 MI S FROM MEEKER.
 FJ0151'ABOUT 1.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0151'RAILWAY FROM THE STATION AT MEEKER, LINCOLN COUNTY, AT MILEPOST
 FJ0151'121, AND ABOUT 2 FEET INSIDE OF THE EAST RIGHT-OF-WAY FENCE.
 FJ0151'THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0212 ***********************************************************************
 GH0212  DESIGNATION -  1218
 GH0212  PID         -  GH0212
 GH0212  STATE/COUNTY-  OK/OSAGE
 GH0212  COUNTRY     -  US
 GH0212  USGS QUAD   -  FORAKER SOUTH (2018)
 GH0212
 GH0212                         *CURRENT SURVEY CONTROL
 GH0212  ______________________________________________________________________
 GH0212* NAD 83(1986) POSITION- 36 52 10.     (N) 096 30 41.     (W)   SCALED
 GH0212* NAVD 88 ORTHO HEIGHT -   371.924 (meters)     1220.22  (feet) ADJUSTED
 GH0212  ______________________________________________________________________
 GH0212  GEOID HEIGHT    -        -28.795 (meters)                     GEOID18
 GH0212  DYNAMIC HEIGHT  -        371.614 (meters)     1219.20  (feet) COMP
 GH0212  MODELED GRAVITY -    979,785.3   (mgal)                       NAVD 88
 GH0212
 GH0212  VERT ORDER      -  SECOND    CLASS 0
 GH0212
 GH0212.The horizontal coordinates were scaled from a map and have
 GH0212.an estimated accuracy of +/- 6 seconds.
 GH0212
 GH0212.The orthometric height was determined by differential leveling and
 GH0212.adjusted by the NATIONAL GEODETIC SURVEY
 GH0212.in June 1991.
 GH0212
 GH0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0212.GEOID18 height accuracy estimate available here.
 GH0212
 GH0212.Click photographs - Photos may exist for this station.
 GH0212
 GH0212.The dynamic height is computed by dividing the NAVD 88
 GH0212.geopotential number by the normal gravity value computed on the
 GH0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0212.degrees latitude (g = 980.6199 gals.).
 GH0212
 GH0212.The modeled gravity was interpolated from observed gravity values.
 GH0212
 GH0212;                    North         East    Units  Estimated Accuracy
 GH0212;SPC OK N     -   208,450.      732,730.      MT  (+/- 180 meters Scaled)
 GH0212
 GH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF218832(NAD 83)
 GH0212
 GH0212                          SUPERSEDED SURVEY CONTROL
 GH0212
 GH0212  NGVD 29 (??/??/92)  371.791  (m)         1219.78   (f) ADJ UNCH    2 0
 GH0212
 GH0212.Superseded values are not recommended for survey control.
 GH0212
 GH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0212.See file dsdata.pdf to determine how the superseded data were derived.
 GH0212
 GH0212_MARKER: P = PIPE CAP
 GH0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0212_STAMPING: 1218
 GH0212_MARK LOGO: USGS
 GH0212_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0212
 GH0212  HISTORY     - Date     Condition        Report By
 GH0212  HISTORY     - 1908     MONUMENTED       USGS
 GH0212  HISTORY     - 1934     GOOD             CGS
 GH0212  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0212
 GH0212                          STATION DESCRIPTION
 GH0212
 GH0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0212'3.2 MILES EAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION AT
 GH0212'FORAKER, OSAGE COUNTY, 150 FEET EAST OF MILEPOST 221, AT A CURVE, AND
 GH0212'50 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A USGS STANDARD CAP,
 GH0212'STAMPED 1218 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GH0212
 GH0212                          STATION RECOVERY (1972)
 GH0212
 GH0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0148 ***********************************************************************
 FJ0148  DESIGNATION -  123
 FJ0148  PID         -  FJ0148
 FJ0148  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0148  COUNTRY     -  US
 FJ0148  USGS QUAD   -  AYDELOTTE (2018)
 FJ0148
 FJ0148                         *CURRENT SURVEY CONTROL
 FJ0148  ______________________________________________________________________
 FJ0148* NAD 83(1986) POSITION- 35 27 20.     (N) 096 55 14.     (W)   SCALED
 FJ0148* NAVD 88 ORTHO HEIGHT -   290.46  (+/-2cm)      953.0   (feet) VERTCON3
 FJ0148  ______________________________________________________________________
 FJ0148  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 FJ0148  VERT ORDER      -  ? (See Below)
 FJ0148
 FJ0148.The horizontal coordinates were scaled from a map and have
 FJ0148.an estimated accuracy of +/- 6 seconds.
 FJ0148
 FJ0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0148
 FJ0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0148.GEOID18 height accuracy estimate available here.
 FJ0148
 FJ0148.The vertical order pertains to the NGVD 29 superseded value.
 FJ0148
 FJ0148.Click photographs - Photos may exist for this station.
 FJ0148
 FJ0148;                    North         East    Units  Estimated Accuracy
 FJ0148;SPC OK S     -   235,940.      697,990.      MT  (+/- 180 meters Scaled)
 FJ0148
 FJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE887255(NAD 83)
 FJ0148
 FJ0148                          SUPERSEDED SURVEY CONTROL
 FJ0148
 FJ0148  NGVD 29 (??/??/92)  290.367  (m)          952.65   (f) ADJ UNCH       
 FJ0148
 FJ0148.Superseded values are not recommended for survey control.
 FJ0148
 FJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0148.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0148
 FJ0148_MARKER: Z = SEE DESCRIPTION
 FJ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0148_SP_SET: RAIL
 FJ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0148
 FJ0148  HISTORY     - Date     Condition        Report By
 FJ0148  HISTORY     - UNK      MONUMENTED
 FJ0148  HISTORY     - 1934     GOOD             CGS
 FJ0148
 FJ0148                          STATION DESCRIPTION
 FJ0148
 FJ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0148'3.7 MI S FROM MEEKER.
 FJ0148'IN POTTAWATOMIE COUNTY, ABOUT 3.7 MILES SOUTH ALONG THE ATCHISON,
 FJ0148'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MEEKER, LINCOLN
 FJ0148'COUNTY, AT MILEPOST 123, AND ABOUT 2 FEET INSIDE OF THE EAST
 FJ0148'RIGHT-OF-WAY FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0146 ***********************************************************************
 FJ0146  DESIGNATION -  124
 FJ0146  PID         -  FJ0146
 FJ0146  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0146  COUNTRY     -  US
 FJ0146  USGS QUAD   -  AYDELOTTE (2018)
 FJ0146
 FJ0146                         *CURRENT SURVEY CONTROL
 FJ0146  ______________________________________________________________________
 FJ0146* NAD 83(1986) POSITION- 35 26 36.     (N) 096 54 46.     (W)   SCALED
 FJ0146* NAVD 88 ORTHO HEIGHT -   298.463 (meters)      979.21  (feet) ADJUSTED
 FJ0146  ______________________________________________________________________
 FJ0146  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 FJ0146  DYNAMIC HEIGHT  -        298.182 (meters)      978.29  (feet) COMP
 FJ0146  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FJ0146
 FJ0146  VERT ORDER      -  SECOND    CLASS 0
 FJ0146
 FJ0146.The horizontal coordinates were scaled from a map and have
 FJ0146.an estimated accuracy of +/- 6 seconds.
 FJ0146
 FJ0146.The orthometric height was determined by differential leveling and
 FJ0146.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0146.in June 1991.
 FJ0146
 FJ0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0146.GEOID18 height accuracy estimate available here.
 FJ0146
 FJ0146.Click photographs - Photos may exist for this station.
 FJ0146
 FJ0146.The dynamic height is computed by dividing the NAVD 88
 FJ0146.geopotential number by the normal gravity value computed on the
 FJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0146.degrees latitude (g = 980.6199 gals.).
 FJ0146
 FJ0146.The modeled gravity was interpolated from observed gravity values.
 FJ0146
 FJ0146;                    North         East    Units  Estimated Accuracy
 FJ0146;SPC OK S     -   234,590.      698,720.      MT  (+/- 180 meters Scaled)
 FJ0146
 FJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE894242(NAD 83)
 FJ0146
 FJ0146                          SUPERSEDED SURVEY CONTROL
 FJ0146
 FJ0146  NGVD 29 (??/??/92)  298.374  (m)          978.92   (f) ADJ UNCH    2 0
 FJ0146
 FJ0146.Superseded values are not recommended for survey control.
 FJ0146
 FJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0146.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0146
 FJ0146_MARKER: Z = SEE DESCRIPTION
 FJ0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0146_SP_SET: RAIL
 FJ0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0146
 FJ0146  HISTORY     - Date     Condition        Report By
 FJ0146  HISTORY     - UNK      MONUMENTED
 FJ0146  HISTORY     - 1934     GOOD             CGS
 FJ0146
 FJ0146                          STATION DESCRIPTION
 FJ0146
 FJ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0146'4.7 MI S FROM MEEKER.
 FJ0146'IN POTTAWATOMIE COUNTY, ABOUT 4.7 MILES SOUTH ALONG THE ATCHISON,
 FJ0146'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MEEKER, LINCOLN
 FJ0146'COUNTY, AT MILEPOST 124, AND ABOUT 2 FEET INSIDE OF THE EAST
 FJ0146'RIGHT-OF-WAY FENCE LINE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0415 ***********************************************************************
 GH0415  DESIGNATION -  1244
 GH0415  PID         -  GH0415
 GH0415  STATE/COUNTY-  OK/GARFIELD
 GH0415  COUNTRY     -  US
 GH0415  USGS QUAD   -  ENID WEST (2018)
 GH0415
 GH0415                         *CURRENT SURVEY CONTROL
 GH0415  ______________________________________________________________________
 GH0415* NAD 83(1986) POSITION- 36 23 51.     (N) 097 52 40.     (W)   SCALED
 GH0415* NAVD 88 ORTHO HEIGHT -   379.763 (meters)     1245.94  (feet) ADJUSTED
 GH0415  ______________________________________________________________________
 GH0415  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 GH0415  DYNAMIC HEIGHT  -        379.429 (meters)     1244.84  (feet) COMP
 GH0415  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 GH0415
 GH0415  VERT ORDER      -  FIRST     CLASS II
 GH0415
 GH0415.The horizontal coordinates were scaled from a map and have
 GH0415.an estimated accuracy of +/- 6 seconds.
 GH0415
 GH0415.The orthometric height was determined by differential leveling and
 GH0415.adjusted by the NATIONAL GEODETIC SURVEY
 GH0415.in June 1991.
 GH0415
 GH0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0415.GEOID18 height accuracy estimate available here.
 GH0415
 GH0415.Click photographs - Photos may exist for this station.
 GH0415
 GH0415.The dynamic height is computed by dividing the NAVD 88
 GH0415.geopotential number by the normal gravity value computed on the
 GH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0415.degrees latitude (g = 980.6199 gals.).
 GH0415
 GH0415.The modeled gravity was interpolated from observed gravity values.
 GH0415
 GH0415;                    North         East    Units  Estimated Accuracy
 GH0415;SPC OK N     -   155,070.      610,960.      MT  (+/- 180 meters Scaled)
 GH0415
 GH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF006286(NAD 83)
 GH0415
 GH0415                          SUPERSEDED SURVEY CONTROL
 GH0415
 GH0415  NGVD 29 (??/??/92)  379.622  (m)         1245.48   (f) ADJ UNCH    1 2
 GH0415
 GH0415.Superseded values are not recommended for survey control.
 GH0415
 GH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0415.See file dsdata.pdf to determine how the superseded data were derived.
 GH0415
 GH0415_MARKER: Z = SEE DESCRIPTION
 GH0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0415_SP_SET: MARBLE BLOCK
 GH0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0415
 GH0415  HISTORY     - Date     Condition        Report By
 GH0415  HISTORY     - UNK      MONUMENTED
 GH0415  HISTORY     - 1953     GOOD             CGS
 GH0415  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0415
 GH0415                          STATION DESCRIPTION
 GH0415
 GH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0415'AT ENID.
 GH0415'AT ENID, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH
 GH0415'GRAND STREET AND WEST RANDOLPH STREET, AT THE NORTHEAST CORNER
 GH0415'OF THE COURTHOUSE LAWN, THE TOP OF THE CENTER OF A 12 INCH SQUARE
 GH0415'MARBLE BLOCK WHICH IS SET IN THE SIDEWALK, CITY DATUM 100
 GH0415'ALTITUDE 1244 IS CUT IN THE TOP OF THE BLOCK.  THERE IS NO
 GH0415'CHISELED SQUARE ON THE BLOCK.  IT IS SLOPING SLIGHTLY.  THE ROD
 GH0415'WAS HELD ON THE TOP OF THE CENTER OF THE BLOCK.
 GH0415
 GH0415                          STATION RECOVERY (1985)
 GH0415
 GH0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0415'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0144 ***********************************************************************
 FJ0144  DESIGNATION -  126
 FJ0144  PID         -  FJ0144
 FJ0144  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0144  COUNTRY     -  US
 FJ0144  USGS QUAD   -  AYDELOTTE (2018)
 FJ0144
 FJ0144                         *CURRENT SURVEY CONTROL
 FJ0144  ______________________________________________________________________
 FJ0144* NAD 83(1986) POSITION- 35 24 52.     (N) 096 54 55.     (W)   SCALED
 FJ0144* NAVD 88 ORTHO HEIGHT -   302.554 (meters)      992.63  (feet) ADJUSTED
 FJ0144  ______________________________________________________________________
 FJ0144  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 FJ0144  DYNAMIC HEIGHT  -        302.268 (meters)      991.69  (feet) COMP
 FJ0144  MODELED GRAVITY -    979,681.8   (mgal)                       NAVD 88
 FJ0144
 FJ0144  VERT ORDER      -  SECOND    CLASS 0
 FJ0144
 FJ0144.The horizontal coordinates were scaled from a map and have
 FJ0144.an estimated accuracy of +/- 6 seconds.
 FJ0144
 FJ0144.The orthometric height was determined by differential leveling and
 FJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0144.in June 1991.
 FJ0144
 FJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0144.GEOID18 height accuracy estimate available here.
 FJ0144
 FJ0144.Click photographs - Photos may exist for this station.
 FJ0144
 FJ0144.The dynamic height is computed by dividing the NAVD 88
 FJ0144.geopotential number by the normal gravity value computed on the
 FJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0144.degrees latitude (g = 980.6199 gals.).
 FJ0144
 FJ0144.The modeled gravity was interpolated from observed gravity values.
 FJ0144
 FJ0144;                    North         East    Units  Estimated Accuracy
 FJ0144;SPC OK S     -   231,390.      698,520.      MT  (+/- 180 meters Scaled)
 FJ0144
 FJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE892210(NAD 83)
 FJ0144
 FJ0144                          SUPERSEDED SURVEY CONTROL
 FJ0144
 FJ0144  NGVD 29 (??/??/92)  302.466  (m)          992.34   (f) ADJ UNCH    2 0
 FJ0144
 FJ0144.Superseded values are not recommended for survey control.
 FJ0144
 FJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0144.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0144
 FJ0144_MARKER: Z = SEE DESCRIPTION
 FJ0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0144_SP_SET: RAIL
 FJ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0144
 FJ0144  HISTORY     - Date     Condition        Report By
 FJ0144  HISTORY     - UNK      MONUMENTED
 FJ0144  HISTORY     - 1934     GOOD             CGS
 FJ0144
 FJ0144                          STATION DESCRIPTION
 FJ0144
 FJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0144'6 MI N FROM SHAWNEE.
 FJ0144'ABOUT 6.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0144'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, AT
 FJ0144'MILEPOST 126, AND ABOUT 2 FEET INSIDE OF THE EAST RIGHT-OF-WAY
 FJ0144'FENCE LINE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0456 ***********************************************************************
 FJ0456  DESIGNATION -  1266.5 UNION
 FJ0456  PID         -  FJ0456
 FJ0456  STATE/COUNTY-  OK/CANADIAN
 FJ0456  COUNTRY     -  US
 FJ0456  USGS QUAD   -  MINCO (2018)
 FJ0456
 FJ0456                         *CURRENT SURVEY CONTROL
 FJ0456  ______________________________________________________________________
 FJ0456* NAD 83(1986) POSITION- 35 22 13.     (N) 097 55 44.     (W)   SCALED
 FJ0456* NAVD 88 ORTHO HEIGHT -   386.576 (meters)     1268.29  (feet) POSTED
 FJ0456  ______________________________________________________________________
 FJ0456  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 FJ0456  DYNAMIC HEIGHT  -        386.19  (meters)     1267.0   (feet) COMP
 FJ0456  MODELED GRAVITY -    979,629.5   (mgal)                       NAVD 88
 FJ0456
 FJ0456  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0456
 FJ0456.The horizontal coordinates were scaled from a map and have
 FJ0456.an estimated accuracy of +/- 6 seconds.
 FJ0456
 FJ0456.The orthometric height was determined by differential leveling
 FJ0456.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0456
 FJ0456.* This is a POSTED BENCH MARK height.
 FJ0456
 FJ0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0456.GEOID18 height accuracy estimate available here.
 FJ0456
 FJ0456.Click photographs - Photos may exist for this station.
 FJ0456
 FJ0456.The dynamic height is computed by dividing the NAVD 88
 FJ0456.geopotential number by the normal gravity value computed on the
 FJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0456.degrees latitude (g = 980.6199 gals.).
 FJ0456
 FJ0456.The modeled gravity was interpolated from observed gravity values.
 FJ0456
 FJ0456;                    North         East    Units  Estimated Accuracy
 FJ0456;SPC OK N     -    41,090.      606,460.      MT  (+/- 180 meters Scaled)
 FJ0456
 FJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE973146(NAD 83)
 FJ0456
 FJ0456                          SUPERSEDED SURVEY CONTROL
 FJ0456
 FJ0456  NGVD 29 (??/??/92)  386.412  (m)         1267.75   (f) ADJ UNCH    1 2
 FJ0456
 FJ0456.Superseded values are not recommended for survey control.
 FJ0456
 FJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0456.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0456
 FJ0456_MARKER: P = PIPE CAP
 FJ0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0456_STAMPING: 1266.5
 FJ0456_MARK LOGO: USGS
 FJ0456_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0456
 FJ0456  HISTORY     - Date     Condition        Report By
 FJ0456  HISTORY     - UNK      MONUMENTED       USGS
 FJ0456  HISTORY     - 1953     GOOD             CGS
 FJ0456  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0456
 FJ0456                          STATION DESCRIPTION
 FJ0456
 FJ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0456'1.8 MI S FROM UNION CITY.
 FJ0456'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0456'RAILROAD FROM THE STATION AT UNION CITY, 2 POLES NORTH OF A
 FJ0456'SIGNAL TOWER, 31 FEET WEST OF THE WEST RAIL, 6 FEET BELOW THE
 FJ0456'TOP OF THE RAILS, 2 FEET NORTH OF A WITNESS POST, RIVETED ON
 FJ0456'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE
 FJ0456'THE GROUND.
 FJ0456
 FJ0456                          STATION RECOVERY (1986)
 FJ0456
 FJ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0142 ***********************************************************************
 FJ0142  DESIGNATION -  127
 FJ0142  PID         -  FJ0142
 FJ0142  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0142  COUNTRY     -  US
 FJ0142  USGS QUAD   -  AYDELOTTE (2018)
 FJ0142
 FJ0142                         *CURRENT SURVEY CONTROL
 FJ0142  ______________________________________________________________________
 FJ0142* NAD 83(1986) POSITION- 35 23 57.     (N) 096 55 00.     (W)   SCALED
 FJ0142* NAVD 88 ORTHO HEIGHT -   297.789 (meters)      977.00  (feet) ADJUSTED
 FJ0142  ______________________________________________________________________
 FJ0142  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 FJ0142  DYNAMIC HEIGHT  -        297.507 (meters)      976.07  (feet) COMP
 FJ0142  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 FJ0142
 FJ0142  VERT ORDER      -  SECOND    CLASS 0
 FJ0142
 FJ0142.The horizontal coordinates were scaled from a map and have
 FJ0142.an estimated accuracy of +/- 6 seconds.
 FJ0142
 FJ0142.The orthometric height was determined by differential leveling and
 FJ0142.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0142.in June 1991.
 FJ0142
 FJ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0142.GEOID18 height accuracy estimate available here.
 FJ0142
 FJ0142.Click photographs - Photos may exist for this station.
 FJ0142
 FJ0142.The dynamic height is computed by dividing the NAVD 88
 FJ0142.geopotential number by the normal gravity value computed on the
 FJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0142.degrees latitude (g = 980.6199 gals.).
 FJ0142
 FJ0142.The modeled gravity was interpolated from observed gravity values.
 FJ0142
 FJ0142;                    North         East    Units  Estimated Accuracy
 FJ0142;SPC OK S     -   229,690.      698,420.      MT  (+/- 180 meters Scaled)
 FJ0142
 FJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE891193(NAD 83)
 FJ0142
 FJ0142                          SUPERSEDED SURVEY CONTROL
 FJ0142
 FJ0142  NGVD 29 (??/??/92)  297.704  (m)          976.72   (f) ADJ UNCH    2 0
 FJ0142
 FJ0142.Superseded values are not recommended for survey control.
 FJ0142
 FJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0142.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0142
 FJ0142_MARKER: Z = SEE DESCRIPTION
 FJ0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0142_SP_SET: RAIL
 FJ0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0142
 FJ0142  HISTORY     - Date     Condition        Report By
 FJ0142  HISTORY     - UNK      MONUMENTED
 FJ0142  HISTORY     - 1934     GOOD             CGS
 FJ0142
 FJ0142                          STATION DESCRIPTION
 FJ0142
 FJ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0142'5 MI N FROM SHAWNEE.
 FJ0142'ABOUT 5.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0142'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, AT
 FJ0142'MILEPOST 127, AND ABOUT 2 FEET INSIDE OF THE EAST RIGHT-OF-WAY
 FJ0142'FENCE LINE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0209 ***********************************************************************
 GH0209  DESIGNATION -  1274
 GH0209  PID         -  GH0209
 GH0209  STATE/COUNTY-  OK/OSAGE
 GH0209  COUNTRY     -  US
 GH0209  USGS QUAD   -  FORAKER SOUTH (2018)
 GH0209
 GH0209                         *CURRENT SURVEY CONTROL
 GH0209  ______________________________________________________________________
 GH0209* NAD 83(1986) POSITION- 36 52 19.     (N) 096 34 01.     (W)   SCALED
 GH0209* NAVD 88 ORTHO HEIGHT -   388.872 (meters)     1275.82  (feet) ADJUSTED
 GH0209  ______________________________________________________________________
 GH0209  GEOID HEIGHT    -        -28.825 (meters)                     GEOID18
 GH0209  DYNAMIC HEIGHT  -        388.546 (meters)     1274.75  (feet) COMP
 GH0209  MODELED GRAVITY -    979,780.7   (mgal)                       NAVD 88
 GH0209
 GH0209  VERT ORDER      -  SECOND    CLASS 0
 GH0209
 GH0209.The horizontal coordinates were scaled from a map and have
 GH0209.an estimated accuracy of +/- 6 seconds.
 GH0209
 GH0209.The orthometric height was determined by differential leveling and
 GH0209.adjusted by the NATIONAL GEODETIC SURVEY
 GH0209.in June 1991.
 GH0209
 GH0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0209.GEOID18 height accuracy estimate available here.
 GH0209
 GH0209.Click photographs - Photos may exist for this station.
 GH0209
 GH0209.The dynamic height is computed by dividing the NAVD 88
 GH0209.geopotential number by the normal gravity value computed on the
 GH0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0209.degrees latitude (g = 980.6199 gals.).
 GH0209
 GH0209.The modeled gravity was interpolated from observed gravity values.
 GH0209
 GH0209;                    North         East    Units  Estimated Accuracy
 GH0209;SPC OK N     -   208,650.      727,770.      MT  (+/- 180 meters Scaled)
 GH0209
 GH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF168834(NAD 83)
 GH0209
 GH0209                          SUPERSEDED SURVEY CONTROL
 GH0209
 GH0209  NGVD 29 (??/??/92)  388.736  (m)         1275.38   (f) ADJ UNCH    2 0
 GH0209
 GH0209.Superseded values are not recommended for survey control.
 GH0209
 GH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0209.See file dsdata.pdf to determine how the superseded data were derived.
 GH0209
 GH0209_MARKER: DB = BENCH MARK DISK
 GH0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0209_SP_SET: BUILDING PILLAR
 GH0209_STAMPING: 1274
 GH0209_MARK LOGO: USGS
 GH0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0209
 GH0209  HISTORY     - Date     Condition        Report By
 GH0209  HISTORY     - 1908     MONUMENTED       USGS
 GH0209  HISTORY     - 1934     GOOD             CGS
 GH0209
 GH0209                          STATION DESCRIPTION
 GH0209
 GH0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0209'AT FORAKER, OSAGE COUNTY, 480 FEET NORTH OF THE CENTERLINE OF THE
 GH0209'MIDLAND VALLEY RAILROAD MAIN TRACK, AT THE OLD FORAKER BANK BUILDING,
 GH0209'AND IN THE TOP OF THE SOUTHWEST CORNER OF THE BASE OF THE SOUTHWEST
 GH0209'PILLAR.  A USGS STANDARD DISK STAMPED 1274.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0448 ***********************************************************************
 FJ0448  DESIGNATION -  1284
 FJ0448  PID         -  FJ0448
 FJ0448  STATE/COUNTY-  OK/GRADY
 FJ0448  COUNTRY     -  US
 FJ0448  USGS QUAD   -  MINCO (2018)
 FJ0448
 FJ0448                         *CURRENT SURVEY CONTROL
 FJ0448  ______________________________________________________________________
 FJ0448* NAD 83(1986) POSITION- 35 17 26.     (N) 097 56 40.     (W)   SCALED
 FJ0448* NAVD 88 ORTHO HEIGHT -   391.782 (meters)     1285.37  (feet) POSTED
 FJ0448  ______________________________________________________________________
 FJ0448  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 FJ0448  DYNAMIC HEIGHT  -        391.39  (meters)     1284.1   (feet) COMP
 FJ0448  MODELED GRAVITY -    979,623.3   (mgal)                       NAVD 88
 FJ0448
 FJ0448  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0448
 FJ0448.The horizontal coordinates were scaled from a map and have
 FJ0448.an estimated accuracy of +/- 6 seconds.
 FJ0448
 FJ0448.The orthometric height was determined by differential leveling
 FJ0448.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0448
 FJ0448.* This is a POSTED BENCH MARK height.
 FJ0448
 FJ0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0448.GEOID18 height accuracy estimate available here.
 FJ0448
 FJ0448.Click photographs - Photos may exist for this station.
 FJ0448
 FJ0448.The dynamic height is computed by dividing the NAVD 88
 FJ0448.geopotential number by the normal gravity value computed on the
 FJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0448.degrees latitude (g = 980.6199 gals.).
 FJ0448
 FJ0448.The modeled gravity was interpolated from observed gravity values.
 FJ0448
 FJ0448;                    North         East    Units  Estimated Accuracy
 FJ0448;SPC OK S     -   217,110.      605,050.      MT  (+/- 180 meters Scaled)
 FJ0448
 FJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE959057(NAD 83)
 FJ0448
 FJ0448                          SUPERSEDED SURVEY CONTROL
 FJ0448
 FJ0448.No superseded survey control is available for this station.
 FJ0448
 FJ0448_MARKER: P = PIPE CAP
 FJ0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0448_STAMPING: 1284 S 1-4 C
 FJ0448_MARK LOGO: USGS
 FJ0448_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0448
 FJ0448  HISTORY     - Date     Condition        Report By
 FJ0448  HISTORY     - 1907     MONUMENTED       USGS
 FJ0448  HISTORY     - 1953     GOOD             CGS
 FJ0448
 FJ0448                          STATION DESCRIPTION
 FJ0448
 FJ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0448'1.5 MI S FROM MINCO.
 FJ0448'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0448'RAILROAD FROM THE STATION AT MINCO, GRADY COUNTY, AT THE
 FJ0448'QUARTER-SECTION CORNER BETWEEN SECTION 4, T 9 N, R 7 W, AND
 FJ0448'SECTION 33, T 10 N, R 7 W, 178 FEET EAST OF THE TRACK, 25 FEET
 FJ0448'EAST OF A SMALL RAVINE, 15 FEET SOUTH OF AN EAST-AND-WEST
 FJ0448'PROPERTY-LINE FENCE, AND ABOUT 3 INCHES UNDER GROUND.  A UNITED
 FJ0448'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1284 AND RIVETED
 FJ0448'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE LAND IS UNDER
 FJ0448'CULTIVATION AND THE MARK IS BELIEVED TO BE COVERED WITH 3 OR
 FJ0448'4 FEET OF WASHED IN SILT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0140 ***********************************************************************
 FJ0140  DESIGNATION -  129
 FJ0140  PID         -  FJ0140
 FJ0140  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0140  COUNTRY     -  US
 FJ0140  USGS QUAD   -  SHAWNEE (2018)
 FJ0140
 FJ0140                         *CURRENT SURVEY CONTROL
 FJ0140  ______________________________________________________________________
 FJ0140* NAD 83(1986) POSITION- 35 22 13.     (N) 096 54 55.     (W)   SCALED
 FJ0140* NAVD 88 ORTHO HEIGHT -   312.700 (meters)     1025.92  (feet) ADJUSTED
 FJ0140  ______________________________________________________________________
 FJ0140  GEOID HEIGHT    -        -27.201 (meters)                     GEOID18
 FJ0140  DYNAMIC HEIGHT  -        312.404 (meters)     1024.95  (feet) COMP
 FJ0140  MODELED GRAVITY -    979,677.9   (mgal)                       NAVD 88
 FJ0140
 FJ0140  VERT ORDER      -  SECOND    CLASS 0
 FJ0140
 FJ0140.The horizontal coordinates were scaled from a map and have
 FJ0140.an estimated accuracy of +/- 6 seconds.
 FJ0140
 FJ0140.The orthometric height was determined by differential leveling and
 FJ0140.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0140.in June 1991.
 FJ0140
 FJ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0140.GEOID18 height accuracy estimate available here.
 FJ0140
 FJ0140.Click photographs - Photos may exist for this station.
 FJ0140
 FJ0140.The dynamic height is computed by dividing the NAVD 88
 FJ0140.geopotential number by the normal gravity value computed on the
 FJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0140.degrees latitude (g = 980.6199 gals.).
 FJ0140
 FJ0140.The modeled gravity was interpolated from observed gravity values.
 FJ0140
 FJ0140;                    North         East    Units  Estimated Accuracy
 FJ0140;SPC OK S     -   226,490.      698,580.      MT  (+/- 180 meters Scaled)
 FJ0140
 FJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE893161(NAD 83)
 FJ0140
 FJ0140                          SUPERSEDED SURVEY CONTROL
 FJ0140
 FJ0140  NGVD 29 (??/??/92)  312.614  (m)         1025.63   (f) ADJ UNCH    2 0
 FJ0140
 FJ0140.Superseded values are not recommended for survey control.
 FJ0140
 FJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0140.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0140
 FJ0140_MARKER: Z = SEE DESCRIPTION
 FJ0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0140_SP_SET: RAIL
 FJ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0140
 FJ0140  HISTORY     - Date     Condition        Report By
 FJ0140  HISTORY     - UNK      MONUMENTED
 FJ0140  HISTORY     - 1934     GOOD             CGS
 FJ0140
 FJ0140                          STATION DESCRIPTION
 FJ0140
 FJ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0140'3 MI N FROM SHAWNEE.
 FJ0140'ABOUT 3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0140'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, AT
 FJ0140'MILEPOST 129, AND ABOUT 2 FEET INSIDE OF THE RIGHT-OF-WAY FENCE
 FJ0140'LINE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0974 ***********************************************************************
 FJ0974  DESIGNATION -  13 EV
 FJ0974  PID         -  FJ0974
 FJ0974  STATE/COUNTY-  OK/CLEVELAND
 FJ0974  COUNTRY     -  US
 FJ0974  USGS QUAD   -  FRANKLIN (2018)
 FJ0974
 FJ0974                         *CURRENT SURVEY CONTROL
 FJ0974  ______________________________________________________________________
 FJ0974* NAD 83(1993) POSITION- 35 15 41.82649(N) 097 22 18.60346(W)   ADJUSTED
 FJ0974* NAVD 88 ORTHO HEIGHT -   354.68  (+/-2cm)     1163.6   (feet) VERTCON3
 FJ0974  ______________________________________________________________________
 FJ0974  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 FJ0974  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FJ0974  HORZ ORDER      -  SECOND
 FJ0974  VERT ORDER      -  THIRD ? (See Below)
 FJ0974
 FJ0974.The horizontal coordinates were established by classical geodetic methods
 FJ0974.and adjusted by the National Geodetic Survey in November 1994.
 FJ0974
 FJ0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0974
 FJ0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0974.GEOID18 height accuracy estimate available here.
 FJ0974
 FJ0974.The vertical order pertains to the NGVD 29 superseded value.
 FJ0974
 FJ0974.Click photographs - Photos may exist for this station.
 FJ0974
 FJ0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0974
 FJ0974. The following values were computed from the NAD 83(1993) position.
 FJ0974
 FJ0974;                    North         East     Units Scale Factor Converg.
 FJ0974;SPC OK S     -   214,077.281   657,160.940   MT  1.00000571   +0 21 23.6
 FJ0974;SPC OK S     -   702,351.88  2,156,035.52   sFT  1.00000571   +0 21 23.6
 FJ0974;UTM  14      - 3,903,271.236   648,105.086   MT  0.99987033   +0 56 24.5
 FJ0974
 FJ0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0974!SPC OK S     -   0.99994851  x   1.00000571  =   0.99995422
 FJ0974!UTM  14      -   0.99994851  x   0.99987033  =   0.99981885
 FJ0974
 FJ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4810503271(NAD 83)
 FJ0974
 FJ0974                          SUPERSEDED SURVEY CONTROL
 FJ0974
 FJ0974  NAD 83(1986)-  35 15 41.83267(N)    097 22 18.58654(W) AD(       ) 2
 FJ0974  NAD 27      -  35 15 41.58997(N)    097 22 17.47263(W) AD(       ) 2
 FJ0974  NGVD 29             354.61   (m)         1163.4    (f) LEVELING    3  
 FJ0974
 FJ0974.Superseded values are not recommended for survey control.
 FJ0974
 FJ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0974.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0974
 FJ0974_MARKER: DB = BENCH MARK DISK
 FJ0974_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0974_STAMPING: 13 EV 1954
 FJ0974_MARK LOGO: USGS
 FJ0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0974+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 FJ0974
 FJ0974  HISTORY     - Date     Condition        Report By
 FJ0974  HISTORY     - 1954     MONUMENTED       USGS
 FJ0974  HISTORY     - 1957     GOOD             CGS
 FJ0974  HISTORY     - 20100413 GOOD             COOPWD
 FJ0974
 FJ0974                          STATION DESCRIPTION
 FJ0974
 FJ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0974'STATION IS ABOUT 4 MILES NORTHEAST OF NORMAN IN THE NORTHEAST
 FJ0974'1/4 OF SECTION 14, T 9 N, R 2 W.
 FJ0974'
 FJ0974'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 FJ0974'STAMPED 13 EV 1954, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 FJ0974'POST PROJECTING 6 INCHES.  A TRAVERSE CONNECTION WAS MADE TO THIS
 FJ0974'MARK FROM TRIANGULATION STATION FRANKLIN.  THE DISTANCE=58.764 M.
 FJ0974'(192.79 FT.)
 FJ0974
 FJ0974                          STATION RECOVERY (2010)
 FJ0974
 FJ0974'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2010 (CJM)
 FJ0974'APPROX 300 FEET WEST OF THE INTERSECTION OF TECUMSEH AND 48TH NORMAN
 FJ0974'OK
 FJ0974'.3 FEET SOUTH OF BARB WIRE FENCE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0138 ***********************************************************************
 FJ0138  DESIGNATION -  130
 FJ0138  PID         -  FJ0138
 FJ0138  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0138  COUNTRY     -  US
 FJ0138  USGS QUAD   -  SHAWNEE (2018)
 FJ0138
 FJ0138                         *CURRENT SURVEY CONTROL
 FJ0138  ______________________________________________________________________
 FJ0138* NAD 83(1986) POSITION- 35 21 22.     (N) 096 54 59.     (W)   SCALED
 FJ0138* NAVD 88 ORTHO HEIGHT -   322.439 (meters)     1057.87  (feet) ADJUSTED
 FJ0138  ______________________________________________________________________
 FJ0138  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 FJ0138  DYNAMIC HEIGHT  -        322.133 (meters)     1056.86  (feet) COMP
 FJ0138  MODELED GRAVITY -    979,676.6   (mgal)                       NAVD 88
 FJ0138
 FJ0138  VERT ORDER      -  SECOND    CLASS 0
 FJ0138
 FJ0138.The horizontal coordinates were scaled from a map and have
 FJ0138.an estimated accuracy of +/- 6 seconds.
 FJ0138
 FJ0138.The orthometric height was determined by differential leveling and
 FJ0138.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0138.in June 1991.
 FJ0138
 FJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0138.GEOID18 height accuracy estimate available here.
 FJ0138
 FJ0138.Click photographs - Photos may exist for this station.
 FJ0138
 FJ0138.The dynamic height is computed by dividing the NAVD 88
 FJ0138.geopotential number by the normal gravity value computed on the
 FJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0138.degrees latitude (g = 980.6199 gals.).
 FJ0138
 FJ0138.The modeled gravity was interpolated from observed gravity values.
 FJ0138
 FJ0138;                    North         East    Units  Estimated Accuracy
 FJ0138;SPC OK S     -   224,910.      698,490.      MT  (+/- 180 meters Scaled)
 FJ0138
 FJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE893145(NAD 83)
 FJ0138
 FJ0138                          SUPERSEDED SURVEY CONTROL
 FJ0138
 FJ0138  NGVD 29 (??/??/92)  322.352  (m)         1057.58   (f) ADJ UNCH    2 0
 FJ0138
 FJ0138.Superseded values are not recommended for survey control.
 FJ0138
 FJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0138
 FJ0138_MARKER: Z = SEE DESCRIPTION
 FJ0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0138_SP_SET: RAIL
 FJ0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0138
 FJ0138  HISTORY     - Date     Condition        Report By
 FJ0138  HISTORY     - UNK      MONUMENTED
 FJ0138  HISTORY     - 1934     GOOD             CGS
 FJ0138
 FJ0138                          STATION DESCRIPTION
 FJ0138
 FJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0138'2 MI N FROM SHAWNEE.
 FJ0138'ABOUT 2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0138'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, AT
 FJ0138'MILEPOST 130, AND ABOUT 2 FEET INSIDE OF THE EAST RIGHT-OF-WAY
 FJ0138'FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0613 ***********************************************************************
 FJ0613  DESIGNATION -  1306
 FJ0613  PID         -  FJ0613
 FJ0613  STATE/COUNTY-  OK/CANADIAN
 FJ0613  COUNTRY     -  US
 FJ0613  USGS QUAD   -  EL RENO (2018)
 FJ0613
 FJ0613                         *CURRENT SURVEY CONTROL
 FJ0613  ______________________________________________________________________
 FJ0613* NAD 83(1986) POSITION- 35 31 24.     (N) 097 54 19.     (W)   SCALED
 FJ0613* NAVD 88 ORTHO HEIGHT -   398.793 (meters)     1308.37  (feet) POSTED
 FJ0613  ______________________________________________________________________
 FJ0613  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FJ0613  DYNAMIC HEIGHT  -        398.40  (meters)     1307.1   (feet) COMP
 FJ0613  MODELED GRAVITY -    979,649.1   (mgal)                       NAVD 88
 FJ0613
 FJ0613  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0613
 FJ0613.The horizontal coordinates were scaled from a map and have
 FJ0613.an estimated accuracy of +/- 6 seconds.
 FJ0613
 FJ0613.The orthometric height was determined by differential leveling
 FJ0613.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0613
 FJ0613.* This is a POSTED BENCH MARK height.
 FJ0613
 FJ0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0613.GEOID18 height accuracy estimate available here.
 FJ0613
 FJ0613.Click photographs - Photos may exist for this station.
 FJ0613
 FJ0613.The dynamic height is computed by dividing the NAVD 88
 FJ0613.geopotential number by the normal gravity value computed on the
 FJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0613.degrees latitude (g = 980.6199 gals.).
 FJ0613
 FJ0613.The modeled gravity was interpolated from observed gravity values.
 FJ0613
 FJ0613;                    North         East    Units  Estimated Accuracy
 FJ0613;SPC OK N     -    58,070.      608,590.      MT  (+/- 180 meters Scaled)
 FJ0613
 FJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE992316(NAD 83)
 FJ0613
 FJ0613                          SUPERSEDED SURVEY CONTROL
 FJ0613
 FJ0613  NAVD 88 (06/15/91)  398.794  (m)         1308.38   (f) SUPERSEDED  1 2
 FJ0613  NGVD 29 (??/??/92)  398.626  (m)         1307.83   (f) ADJ UNCH    1 2
 FJ0613
 FJ0613.Superseded values are not recommended for survey control.
 FJ0613
 FJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0613.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0613
 FJ0613_MARKER: P = PIPE CAP
 FJ0613_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0613_STAMPING: 1306 OKLA
 FJ0613_MARK LOGO: USGS
 FJ0613_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0613
 FJ0613  HISTORY     - Date     Condition        Report By
 FJ0613  HISTORY     - 1905     MONUMENTED       USGS
 FJ0613  HISTORY     - 1933     GOOD             CGS
 FJ0613  HISTORY     - 1934     GOOD             USGS
 FJ0613  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0613
 FJ0613                          STATION DESCRIPTION
 FJ0613
 FJ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0613'3.6 MI E FROM EL RENO.
 FJ0613'3.6 MILES E. OF EL RENO.  ON THE C.R.I. AND P.R.R., AT MILE POLE
 FJ0613'NO 509 PLUS 33 1/2 POLES, 19 RAILS LENGTHS EAST OF BRIDGE
 FJ0613'NO 509.9, AND 20 FEET S. OF THE RAILROAD.
 FJ0613
 FJ0613                          STATION RECOVERY (1934)
 FJ0613
 FJ0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 FJ0613'RECOVERED IN GOOD CONDITION.
 FJ0613
 FJ0613                          STATION RECOVERY (1984)
 FJ0613
 FJ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0613'SEARCHED FOR AND NOT RECOVERED THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0131 ***********************************************************************
 FJ0131  DESIGNATION -  135
 FJ0131  PID         -  FJ0131
 FJ0131  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0131  COUNTRY     -  US
 FJ0131  USGS QUAD   -  SHAWNEE (2018)
 FJ0131
 FJ0131                         *CURRENT SURVEY CONTROL
 FJ0131  ______________________________________________________________________
 FJ0131* NAD 83(1986) POSITION- 35 17 12.     (N) 096 55 32.     (W)   SCALED
 FJ0131* NAVD 88 ORTHO HEIGHT -   307.812 (meters)     1009.88  (feet) ADJUSTED
 FJ0131  ______________________________________________________________________
 FJ0131  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 FJ0131  DYNAMIC HEIGHT  -        307.518 (meters)     1008.92  (feet) COMP
 FJ0131  MODELED GRAVITY -    979,670.1   (mgal)                       NAVD 88
 FJ0131
 FJ0131  VERT ORDER      -  SECOND    CLASS 0
 FJ0131
 FJ0131.The horizontal coordinates were scaled from a map and have
 FJ0131.an estimated accuracy of +/- 6 seconds.
 FJ0131
 FJ0131.The orthometric height was determined by differential leveling and
 FJ0131.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0131.in June 1991.
 FJ0131
 FJ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0131.GEOID18 height accuracy estimate available here.
 FJ0131
 FJ0131.Click photographs - Photos may exist for this station.
 FJ0131
 FJ0131.The dynamic height is computed by dividing the NAVD 88
 FJ0131.geopotential number by the normal gravity value computed on the
 FJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0131.degrees latitude (g = 980.6199 gals.).
 FJ0131
 FJ0131.The modeled gravity was interpolated from observed gravity values.
 FJ0131
 FJ0131;                    North         East    Units  Estimated Accuracy
 FJ0131;SPC OK S     -   217,200.      697,740.      MT  (+/- 180 meters Scaled)
 FJ0131
 FJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE886068(NAD 83)
 FJ0131
 FJ0131                          SUPERSEDED SURVEY CONTROL
 FJ0131
 FJ0131  NGVD 29 (??/??/92)  307.726  (m)         1009.60   (f) ADJ UNCH    2 0
 FJ0131
 FJ0131.Superseded values are not recommended for survey control.
 FJ0131
 FJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0131.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0131
 FJ0131_MARKER: Z = SEE DESCRIPTION
 FJ0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0131_SP_SET: RAIL
 FJ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0131
 FJ0131  HISTORY     - Date     Condition        Report By
 FJ0131  HISTORY     - UNK      MONUMENTED
 FJ0131  HISTORY     - 1934     GOOD             CGS
 FJ0131
 FJ0131                          STATION DESCRIPTION
 FJ0131
 FJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0131'2 MI N FROM TECUMSEH.
 FJ0131'ABOUT 2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0131'RAILWAY FROM THE STATION AT TECUMSEH, POTTAWATOMIE COUNTY,
 FJ0131'AT MILEPOST 135, AND ABOUT 2 FEET INSIDE THE EAST RIGHT-OF-WAY
 FJ0131'FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0532 ***********************************************************************
 FJ0532  DESIGNATION -  1357 RESET
 FJ0532  PID         -  FJ0532
 FJ0532  STATE/COUNTY-  OK/CANADIAN
 FJ0532  COUNTRY     -  US
 FJ0532  USGS QUAD   -  EL RENO (2018)
 FJ0532
 FJ0532                         *CURRENT SURVEY CONTROL
 FJ0532  ______________________________________________________________________
 FJ0532* NAD 83(1986) POSITION- 35 31 59.     (N) 097 57 13.     (W)   SCALED
 FJ0532* NAVD 88 ORTHO HEIGHT -   414.215 (meters)     1358.97  (feet) ADJUSTED
 FJ0532  ______________________________________________________________________
 FJ0532  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0532  DYNAMIC HEIGHT  -        413.811 (meters)     1357.64  (feet) COMP
 FJ0532  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 FJ0532
 FJ0532  VERT ORDER      -  FIRST     CLASS II
 FJ0532
 FJ0532.The horizontal coordinates were scaled from a map and have
 FJ0532.an estimated accuracy of +/- 6 seconds.
 FJ0532
 FJ0532.The orthometric height was determined by differential leveling and
 FJ0532.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0532.in June 1991.
 FJ0532
 FJ0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0532.GEOID18 height accuracy estimate available here.
 FJ0532
 FJ0532.Click photographs - Photos may exist for this station.
 FJ0532
 FJ0532.The dynamic height is computed by dividing the NAVD 88
 FJ0532.geopotential number by the normal gravity value computed on the
 FJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0532.degrees latitude (g = 980.6199 gals.).
 FJ0532
 FJ0532.The modeled gravity was interpolated from observed gravity values.
 FJ0532
 FJ0532;                    North         East    Units  Estimated Accuracy
 FJ0532;SPC OK N     -    59,150.      604,210.      MT  (+/- 180 meters Scaled)
 FJ0532
 FJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE948326(NAD 83)
 FJ0532
 FJ0532                          SUPERSEDED SURVEY CONTROL
 FJ0532
 FJ0532  NGVD 29 (??/??/92)  414.035  (m)         1358.38   (f) ADJ UNCH    1 2
 FJ0532
 FJ0532.Superseded values are not recommended for survey control.
 FJ0532
 FJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0532.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0532
 FJ0532_MARKER: DD = SURVEY DISK
 FJ0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0532_SP_SET: BUILDING
 FJ0532_STAMPING: RESET 1947
 FJ0532_MARK LOGO: USGS
 FJ0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0532
 FJ0532  HISTORY     - Date     Condition        Report By
 FJ0532  HISTORY     - 1947     MONUMENTED       USGS
 FJ0532  HISTORY     - 1953     GOOD             CGS
 FJ0532  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0532  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 FJ0532
 FJ0532                          STATION DESCRIPTION
 FJ0532
 FJ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0532'AT EL RENO.
 FJ0532'AT EL RENO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH
 FJ0532'BICKFORD AVENUE AND WOODSON STREET, IN THE FIRST NATIONAL BANK
 FJ0532'BUILDING, 1.6 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 FJ0532'1.3 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE NORTH WALL
 FJ0532'OF THE BUILDING.
 FJ0532
 FJ0532                          STATION RECOVERY (1986)
 FJ0532
 FJ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0532'MARK NOT FOUND.
 FJ0532
 FJ0532                          STATION RECOVERY (2004)
 FJ0532
 FJ0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0532'THE BUILDING HAS CHANGED HANDS SEVERAL TIMES AND IS NOW OWNED BY THE
 FJ0532'EL RENO BOARD OF EDUCATION. IT NOW HAS A NEW FASCIA AND THE BENCHMARK
 FJ0532'IS NO LONGER ON THE NORTH WALL
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0129 ***********************************************************************
 FJ0129  DESIGNATION -  136
 FJ0129  PID         -  FJ0129
 FJ0129  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0129  COUNTRY     -  US
 FJ0129  USGS QUAD   -  SHAWNEE (2018)
 FJ0129
 FJ0129                         *CURRENT SURVEY CONTROL
 FJ0129  ______________________________________________________________________
 FJ0129* NAD 83(1986) POSITION- 35 16 26.     (N) 096 56 00.     (W)   SCALED
 FJ0129* NAVD 88 ORTHO HEIGHT -   315.150 (meters)     1033.95  (feet) ADJUSTED
 FJ0129  ______________________________________________________________________
 FJ0129  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 FJ0129  DYNAMIC HEIGHT  -        314.849 (meters)     1032.97  (feet) COMP
 FJ0129  MODELED GRAVITY -    979,668.8   (mgal)                       NAVD 88
 FJ0129
 FJ0129  VERT ORDER      -  SECOND    CLASS 0
 FJ0129
 FJ0129.The horizontal coordinates were scaled from a map and have
 FJ0129.an estimated accuracy of +/- 6 seconds.
 FJ0129
 FJ0129.The orthometric height was determined by differential leveling and
 FJ0129.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0129.in June 1991.
 FJ0129
 FJ0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0129.GEOID18 height accuracy estimate available here.
 FJ0129
 FJ0129.Click photographs - Photos may exist for this station.
 FJ0129
 FJ0129.The dynamic height is computed by dividing the NAVD 88
 FJ0129.geopotential number by the normal gravity value computed on the
 FJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0129.degrees latitude (g = 980.6199 gals.).
 FJ0129
 FJ0129.The modeled gravity was interpolated from observed gravity values.
 FJ0129
 FJ0129;                    North         East    Units  Estimated Accuracy
 FJ0129;SPC OK S     -   215,770.      697,050.      MT  (+/- 180 meters Scaled)
 FJ0129
 FJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE879053(NAD 83)
 FJ0129
 FJ0129                          SUPERSEDED SURVEY CONTROL
 FJ0129
 FJ0129  NGVD 29 (??/??/92)  315.063  (m)         1033.67   (f) ADJ UNCH    2 0
 FJ0129
 FJ0129.Superseded values are not recommended for survey control.
 FJ0129
 FJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0129.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0129
 FJ0129_MARKER: Z = SEE DESCRIPTION
 FJ0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0129_SP_SET: RAIL
 FJ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0129
 FJ0129  HISTORY     - Date     Condition        Report By
 FJ0129  HISTORY     - UNK      MONUMENTED
 FJ0129  HISTORY     - 1934     GOOD             CGS
 FJ0129
 FJ0129                          STATION DESCRIPTION
 FJ0129
 FJ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0129'1.1 MI N FROM TECUMSEH.
 FJ0129'ABOUT 1.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0129'RAILWAY FROM THE STATION AT TECUMSEH, POTTAWATOMIE COUNTY, AT
 FJ0129'MILEPOST 136, AND ABOUT 2 FEET INSIDE THE EAST RIGHT-OF-WAY
 FJ0129'FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0126 ***********************************************************************
 FJ0126  DESIGNATION -  138
 FJ0126  PID         -  FJ0126
 FJ0126  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0126  COUNTRY     -  US
 FJ0126  USGS QUAD   -  SHAWNEE (2018)
 FJ0126
 FJ0126                         *CURRENT SURVEY CONTROL
 FJ0126  ______________________________________________________________________
 FJ0126* NAD 83(1986) POSITION- 35 15 12.     (N) 096 57 29.     (W)   SCALED
 FJ0126* NAVD 88 ORTHO HEIGHT -   320.006 (meters)     1049.89  (feet) ADJUSTED
 FJ0126  ______________________________________________________________________
 FJ0126  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 FJ0126  DYNAMIC HEIGHT  -        319.699 (meters)     1048.88  (feet) COMP
 FJ0126  MODELED GRAVITY -    979,666.7   (mgal)                       NAVD 88
 FJ0126
 FJ0126  VERT ORDER      -  SECOND    CLASS 0
 FJ0126
 FJ0126.The horizontal coordinates were scaled from a map and have
 FJ0126.an estimated accuracy of +/- 6 seconds.
 FJ0126
 FJ0126.The orthometric height was determined by differential leveling and
 FJ0126.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0126.in June 1991.
 FJ0126
 FJ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0126.GEOID18 height accuracy estimate available here.
 FJ0126
 FJ0126.Click photographs - Photos may exist for this station.
 FJ0126
 FJ0126.The dynamic height is computed by dividing the NAVD 88
 FJ0126.geopotential number by the normal gravity value computed on the
 FJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0126.degrees latitude (g = 980.6199 gals.).
 FJ0126
 FJ0126.The modeled gravity was interpolated from observed gravity values.
 FJ0126
 FJ0126;                    North         East    Units  Estimated Accuracy
 FJ0126;SPC OK S     -   213,470.      694,820.      MT  (+/- 180 meters Scaled)
 FJ0126
 FJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE857030(NAD 83)
 FJ0126
 FJ0126                          SUPERSEDED SURVEY CONTROL
 FJ0126
 FJ0126  NGVD 29 (??/??/92)  319.918  (m)         1049.60   (f) ADJ UNCH    2 0
 FJ0126
 FJ0126.Superseded values are not recommended for survey control.
 FJ0126
 FJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0126.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0126
 FJ0126_MARKER: Z = SEE DESCRIPTION
 FJ0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0126_SP_SET: RAIL
 FJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0126
 FJ0126  HISTORY     - Date     Condition        Report By
 FJ0126  HISTORY     - UNK      MONUMENTED
 FJ0126  HISTORY     - 1934     GOOD             CGS
 FJ0126
 FJ0126                          STATION DESCRIPTION
 FJ0126
 FJ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0126'1 MI S FROM TECUMSEH.
 FJ0126'ABOUT 1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0126'RAILWAY FROM THE STATION AT TECUMSEH, POTTAWATOMIE COUNTY,
 FJ0126'AT MILEPOST 138, AND ABOUT 2 FEET INSIDE THE EAST RIGHT-OF-WAY
 FJ0126'FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0124 ***********************************************************************
 FJ0124  DESIGNATION -  139
 FJ0124  PID         -  FJ0124
 FJ0124  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0124  COUNTRY     -  US
 FJ0124  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0124
 FJ0124                         *CURRENT SURVEY CONTROL
 FJ0124  ______________________________________________________________________
 FJ0124* NAD 83(1986) POSITION- 35 14 34.     (N) 096 58 08.     (W)   SCALED
 FJ0124* NAVD 88 ORTHO HEIGHT -   310.900 (meters)     1020.01  (feet) ADJUSTED
 FJ0124  ______________________________________________________________________
 FJ0124  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 FJ0124  DYNAMIC HEIGHT  -        310.602 (meters)     1019.03  (feet) COMP
 FJ0124  MODELED GRAVITY -    979,665.8   (mgal)                       NAVD 88
 FJ0124
 FJ0124  VERT ORDER      -  SECOND    CLASS 0
 FJ0124
 FJ0124.The horizontal coordinates were scaled from a map and have
 FJ0124.an estimated accuracy of +/- 6 seconds.
 FJ0124
 FJ0124.The orthometric height was determined by differential leveling and
 FJ0124.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0124.in June 1991.
 FJ0124
 FJ0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0124.GEOID18 height accuracy estimate available here.
 FJ0124
 FJ0124.Click photographs - Photos may exist for this station.
 FJ0124
 FJ0124.The dynamic height is computed by dividing the NAVD 88
 FJ0124.geopotential number by the normal gravity value computed on the
 FJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0124.degrees latitude (g = 980.6199 gals.).
 FJ0124
 FJ0124.The modeled gravity was interpolated from observed gravity values.
 FJ0124
 FJ0124;                    North         East    Units  Estimated Accuracy
 FJ0124;SPC OK S     -   212,290.      693,850.      MT  (+/- 180 meters Scaled)
 FJ0124
 FJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE848018(NAD 83)
 FJ0124
 FJ0124                          SUPERSEDED SURVEY CONTROL
 FJ0124
 FJ0124  NGVD 29 (??/??/92)  310.814  (m)         1019.73   (f) ADJ UNCH    2 0
 FJ0124
 FJ0124.Superseded values are not recommended for survey control.
 FJ0124
 FJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0124.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0124
 FJ0124_MARKER: Z = SEE DESCRIPTION
 FJ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0124_SP_SET: RAIL
 FJ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0124
 FJ0124  HISTORY     - Date     Condition        Report By
 FJ0124  HISTORY     - UNK      MONUMENTED
 FJ0124  HISTORY     - 1934     GOOD             CGS
 FJ0124
 FJ0124                          STATION DESCRIPTION
 FJ0124
 FJ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0124'2 MI SW FROM TECUMSEH.
 FJ0124'ABOUT 2.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 FJ0124'FE RAILWAY FROM THE STATION AT TECUMSEH, POTTAWATOMIE COUNTY,
 FJ0124'AT MILEPOST 139, AND ABOUT 2 FEET INSIDE THE EAST RIGHT-OF-WAY
 FJ0124'FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0049 ***********************************************************************
 FK0049  DESIGNATION -  14 C 10
 FK0049  PID         -  FK0049
 FK0049  STATE/COUNTY-  OK/BLAINE
 FK0049  COUNTRY     -  US
 FK0049  USGS QUAD   -  WATONGA (2018)
 FK0049
 FK0049                         *CURRENT SURVEY CONTROL
 FK0049  ______________________________________________________________________
 FK0049* NAD 83(1986) POSITION- 35 46 18.32   (N) 098 24 16.98   (W)   HD_HELD1
 FK0049* NAVD 88 ORTHO HEIGHT -   451.138 (meters)     1480.11  (feet) ADJUSTED
 FK0049  ______________________________________________________________________
 FK0049  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 FK0049  DYNAMIC HEIGHT  -        450.706 (meters)     1478.69  (feet) COMP
 FK0049  MODELED GRAVITY -    979,663.6   (mgal)                       NAVD 88
 FK0049
 FK0049  VERT ORDER      -  SECOND    CLASS 0
 FK0049
 FK0049.The horizontal coordinates were determined by differentially corrected
 FK0049.hand held GPS observations or other comparable positioning techniques
 FK0049.and have an estimated accuracy of +/- 3 meters.
 FK0049
 FK0049.The orthometric height was determined by differential leveling and
 FK0049.adjusted by the NATIONAL GEODETIC SURVEY
 FK0049.in June 1991.
 FK0049
 FK0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0049.GEOID18 height accuracy estimate available here.
 FK0049
 FK0049.Click photographs - Photos may exist for this station.
 FK0049
 FK0049.The dynamic height is computed by dividing the NAVD 88
 FK0049.geopotential number by the normal gravity value computed on the
 FK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0049.degrees latitude (g = 980.6199 gals.).
 FK0049
 FK0049.The modeled gravity was interpolated from observed gravity values.
 FK0049
 FK0049;                    North         East    Units  Estimated Accuracy
 FK0049;SPC OK N     -    85,704.6     563,405.6     MT  (+/- 3 meters HH1 GPS) 
 FK0049
 FK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5380558796(NAD 83)
 FK0049
 FK0049                          SUPERSEDED SURVEY CONTROL
 FK0049
 FK0049  NGVD 29 (??/??/92)  450.950  (m)         1479.49   (f) ADJ UNCH    2 0
 FK0049
 FK0049.Superseded values are not recommended for survey control.
 FK0049
 FK0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0049.See file dsdata.pdf to determine how the superseded data were derived.
 FK0049
 FK0049_MARKER: DD = SURVEY DISK
 FK0049_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0049_STAMPING: 14 C 10 TT 1934
 FK0049_MARK LOGO: CGS+SS
 FK0049_PROJECTION: RECESSED 20 CENTIMETERS
 FK0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0049
 FK0049  HISTORY     - Date     Condition        Report By
 FK0049  HISTORY     - 1934     MONUMENTED       OKGS
 FK0049  HISTORY     - 1935     GOOD             CGS
 FK0049  HISTORY     - 19951229 GOOD             OKDOT
 FK0049
 FK0049                          STATION DESCRIPTION
 FK0049
 FK0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0049'3.3 MILES NORTH OF ROCK ISLAND STATION AT GREENFIELD, 200 FEET
 FK0049'SOUTH OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRESTLE, 50
 FK0049'FEET EAST OF NEAREST RAIL OF TRACK, 35 FEET SOUTH EAST OF MILEPOST
 FK0049'11-06.
 FK0049
 FK0049                          STATION RECOVERY (1995)
 FK0049
 FK0049'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0049'FROM THE JUNCTION OF US 281 AND SH 3 IN WATONGA, GO SOUTH ON US 281
 FK0049'FOR 8.36 KM TO THE MARK ON THE LEFT.  IT IS 61.0 METERS SOUTH OF A
 FK0049'RAILROAD TRESTLE, 44.3 METERS EAST OF THE CENTERLINE OF US 281, 13.1
 FK0049'METERS EAST OF THE EAST RAIL OF THE AUSTIN, TODD AND LADD RAILROAD.
 FK0049'0.3 METERS NORTH OF A STEEL WITNESS POST IN A N-S FENCE LINE, MARK IS
 FK0049'RECESSED 0.2 METERS BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0050 ***********************************************************************
 FK0050  DESIGNATION -  14 C 11
 FK0050  PID         -  FK0050
 FK0050  STATE/COUNTY-  OK/BLAINE
 FK0050  COUNTRY     -  US
 FK0050  USGS QUAD   -  WATONGA (2018)
 FK0050
 FK0050                         *CURRENT SURVEY CONTROL
 FK0050  ______________________________________________________________________
 FK0050* NAD 83(1986) POSITION- 35 47 51.65   (N) 098 25 18.80   (W)   HD_HELD1
 FK0050* NAVD 88 ORTHO HEIGHT -   451.897 (meters)     1482.60  (feet) ADJUSTED
 FK0050  ______________________________________________________________________
 FK0050  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 FK0050  DYNAMIC HEIGHT  -        451.466 (meters)     1481.18  (feet) COMP
 FK0050  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 FK0050
 FK0050  VERT ORDER      -  SECOND    CLASS 0
 FK0050
 FK0050.The horizontal coordinates were determined by differentially corrected
 FK0050.hand held GPS observations or other comparable positioning techniques
 FK0050.and have an estimated accuracy of +/- 3 meters.
 FK0050
 FK0050.The orthometric height was determined by differential leveling and
 FK0050.adjusted by the NATIONAL GEODETIC SURVEY
 FK0050.in June 1991.
 FK0050
 FK0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0050.GEOID18 height accuracy estimate available here.
 FK0050
 FK0050.Click photographs - Photos may exist for this station.
 FK0050
 FK0050.The dynamic height is computed by dividing the NAVD 88
 FK0050.geopotential number by the normal gravity value computed on the
 FK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0050.degrees latitude (g = 980.6199 gals.).
 FK0050
 FK0050.The modeled gravity was interpolated from observed gravity values.
 FK0050
 FK0050;                    North         East    Units  Estimated Accuracy
 FK0050;SPC OK N     -    88,587.6     561,865.4     MT  (+/- 3 meters HH1 GPS) 
 FK0050
 FK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5223661662(NAD 83)
 FK0050
 FK0050                          SUPERSEDED SURVEY CONTROL
 FK0050
 FK0050  NGVD 29 (??/??/92)  451.708  (m)         1481.98   (f) ADJ UNCH    2 0
 FK0050
 FK0050.Superseded values are not recommended for survey control.
 FK0050
 FK0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0050.See file dsdata.pdf to determine how the superseded data were derived.
 FK0050
 FK0050_MARKER: DD = SURVEY DISK
 FK0050_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0050_STAMPING: 14 C 11 TT 1934
 FK0050_MARK LOGO: CGS+SS
 FK0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0050
 FK0050  HISTORY     - Date     Condition        Report By
 FK0050  HISTORY     - 1934     MONUMENTED       OKGS
 FK0050  HISTORY     - 1935     GOOD             CGS
 FK0050
 FK0050                          STATION DESCRIPTION
 FK0050
 FK0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0050'3.6 MILES SOUTH OF ROCK ISLAND STATION AT WATONGA, 95 FEET
 FK0050'SOUTHEAST OF MILEPOST 13-07, 45 FEET SOUTHEAST OF CENTER LINE OF
 FK0050'SECTION LINE ROAD, 33 FEET NORTHEAST OF NEAREST RAIL OF CHICAGO
 FK0050'ROCK ISLAND AND PACIFIC RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0043 ***********************************************************************
 FK0043  DESIGNATION -  14 C 3
 FK0043  PID         -  FK0043
 FK0043  STATE/COUNTY-  OK/BLAINE
 FK0043  COUNTRY     -  US
 FK0043  USGS QUAD   -  GEARY NORTH (2018)
 FK0043
 FK0043                         *CURRENT SURVEY CONTROL
 FK0043  ______________________________________________________________________
 FK0043* NAD 83(1986) POSITION- 35 40 31.94   (N) 098 20 29.04   (W)   HD_HELD1
 FK0043* NAVD 88 ORTHO HEIGHT -   445.973 (meters)     1463.16  (feet) ADJUSTED
 FK0043  ______________________________________________________________________
 FK0043  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 FK0043  DYNAMIC HEIGHT  -        445.541 (meters)     1461.75  (feet) COMP
 FK0043  MODELED GRAVITY -    979,652.8   (mgal)                       NAVD 88
 FK0043
 FK0043  VERT ORDER      -  FIRST     CLASS II
 FK0043
 FK0043.The horizontal coordinates were determined by differentially corrected
 FK0043.hand held GPS observations or other comparable positioning techniques
 FK0043.and have an estimated accuracy of +/- 3 meters.
 FK0043
 FK0043.The orthometric height was determined by differential leveling and
 FK0043.adjusted by the NATIONAL GEODETIC SURVEY
 FK0043.in June 1991.
 FK0043
 FK0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0043.GEOID18 height accuracy estimate available here.
 FK0043
 FK0043.Click photographs - Photos may exist for this station.
 FK0043
 FK0043.The dynamic height is computed by dividing the NAVD 88
 FK0043.geopotential number by the normal gravity value computed on the
 FK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0043.degrees latitude (g = 980.6199 gals.).
 FK0043
 FK0043.The modeled gravity was interpolated from observed gravity values.
 FK0043
 FK0043;                    North         East    Units  Estimated Accuracy
 FK0043;SPC OK N     -    75,007.3     569,093.1     MT  (+/- 3 meters HH1 GPS) 
 FK0043
 FK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5960048161(NAD 83)
 FK0043
 FK0043                          SUPERSEDED SURVEY CONTROL
 FK0043
 FK0043  NGVD 29 (??/??/92)  445.786  (m)         1462.55   (f) ADJ UNCH    1 2
 FK0043
 FK0043.Superseded values are not recommended for survey control.
 FK0043
 FK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0043.See file dsdata.pdf to determine how the superseded data were derived.
 FK0043
 FK0043_MARKER: DD = SURVEY DISK
 FK0043_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0043_STAMPING: NO 14 C 3 TT 1934
 FK0043_MARK LOGO: CGS+SS
 FK0043_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0043
 FK0043  HISTORY     - Date     Condition        Report By
 FK0043  HISTORY     - 1934     MONUMENTED       OKGS
 FK0043  HISTORY     - 1953     GOOD             CGS
 FK0043  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0043
 FK0043                          STATION DESCRIPTION
 FK0043
 FK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0043'3.9 MI N FROM GEARY.
 FK0043'3.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0043'RAILROAD FROM THE STATION AT GEARY, 35 FEET WEST OF THE WEST
 FK0043'RAIL, 62.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 281, 105
 FK0043'FEET NORTHWEST OF MILEPOST 3420, SET IN THE TOP OF A CONCRETE
 FK0043'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FK0043
 FK0043                          STATION RECOVERY (1976)
 FK0043
 FK0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0044 ***********************************************************************
 FK0044  DESIGNATION -  14 C 4
 FK0044  PID         -  FK0044
 FK0044  STATE/COUNTY-  OK/BLAINE
 FK0044  COUNTRY     -  US
 FK0044  USGS QUAD   -  GEARY NORTH (2018)
 FK0044
 FK0044                         *CURRENT SURVEY CONTROL
 FK0044  ______________________________________________________________________
 FK0044* NAD 83(1986) POSITION- 35 41 48.98   (N) 098 21 20.04   (W)   HD_HELD1
 FK0044* NAVD 88 ORTHO HEIGHT -   447.592 (meters)     1468.47  (feet) ADJUSTED
 FK0044  ______________________________________________________________________
 FK0044  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 FK0044  DYNAMIC HEIGHT  -        447.161 (meters)     1467.06  (feet) COMP
 FK0044  MODELED GRAVITY -    979,656.5   (mgal)                       NAVD 88
 FK0044
 FK0044  VERT ORDER      -  SECOND    CLASS 0
 FK0044
 FK0044.The horizontal coordinates were determined by differentially corrected
 FK0044.hand held GPS observations or other comparable positioning techniques
 FK0044.and have an estimated accuracy of +/- 3 meters.
 FK0044
 FK0044.The orthometric height was determined by differential leveling and
 FK0044.adjusted by the NATIONAL GEODETIC SURVEY
 FK0044.in June 1991.
 FK0044
 FK0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0044.GEOID18 height accuracy estimate available here.
 FK0044
 FK0044.Click photographs - Photos may exist for this station.
 FK0044
 FK0044.The dynamic height is computed by dividing the NAVD 88
 FK0044.geopotential number by the normal gravity value computed on the
 FK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0044.degrees latitude (g = 980.6199 gals.).
 FK0044
 FK0044.The modeled gravity was interpolated from observed gravity values.
 FK0044
 FK0044;                    North         East    Units  Estimated Accuracy
 FK0044;SPC OK N     -    77,386.3     567,819.3     MT  (+/- 3 meters HH1 GPS) 
 FK0044
 FK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5830350526(NAD 83)
 FK0044
 FK0044                          SUPERSEDED SURVEY CONTROL
 FK0044
 FK0044  NGVD 29 (??/??/92)  447.406  (m)         1467.86   (f) ADJ UNCH    2 0
 FK0044
 FK0044.Superseded values are not recommended for survey control.
 FK0044
 FK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0044.See file dsdata.pdf to determine how the superseded data were derived.
 FK0044
 FK0044_MARKER: DD = SURVEY DISK
 FK0044_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0044_STAMPING: 14 C 4 TT 1934
 FK0044_MARK LOGO: CGS+SS
 FK0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0044
 FK0044  HISTORY     - Date     Condition        Report By
 FK0044  HISTORY     - 1934     MONUMENTED       OKGS
 FK0044  HISTORY     - 1935     GOOD             CGS
 FK0044  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0044
 FK0044                          STATION DESCRIPTION
 FK0044
 FK0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0044'2.7 MILES SOUTH SOUTH OF ROCK ISLAND STATION AT GREENFIELD 250
 FK0044'FEET NORTH OF INTERSECTION OF EAST-WEST SECTION LINE ROAD AND
 FK0044'CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACK, 78 FEET WEST OF
 FK0044'MILEPOST 5-10, 50 FEET EAST OF HIGHWAY 270, 42 FEET WEST OF
 FK0044'NEAREST RAIL OF TRACK.
 FK0044
 FK0044                          STATION RECOVERY (1976)
 FK0044
 FK0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0045 ***********************************************************************
 FK0045  DESIGNATION -  14 C 6
 FK0045  PID         -  FK0045
 FK0045  STATE/COUNTY-  OK/BLAINE
 FK0045  COUNTRY     -  US
 FK0045  USGS QUAD   -  GEARY NORTH (2018)
 FK0045
 FK0045                         *CURRENT SURVEY CONTROL
 FK0045  ______________________________________________________________________
 FK0045* NAD 83(1986) POSITION- 35 43 06.06   (N) 098 22 12.44   (W)   HD_HELD1
 FK0045* NAVD 88 ORTHO HEIGHT -   448.997 (meters)     1473.08  (feet) ADJUSTED
 FK0045  ______________________________________________________________________
 FK0045  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 FK0045  DYNAMIC HEIGHT  -        448.566 (meters)     1471.67  (feet) COMP
 FK0045  MODELED GRAVITY -    979,659.6   (mgal)                       NAVD 88
 FK0045
 FK0045  VERT ORDER      -  SECOND    CLASS 0
 FK0045
 FK0045.The horizontal coordinates were determined by differentially corrected
 FK0045.hand held GPS observations or other comparable positioning techniques
 FK0045.and have an estimated accuracy of +/- 3 meters.
 FK0045
 FK0045.The orthometric height was determined by differential leveling and
 FK0045.adjusted by the NATIONAL GEODETIC SURVEY
 FK0045.in June 1991.
 FK0045
 FK0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0045.GEOID18 height accuracy estimate available here.
 FK0045
 FK0045.Click photographs - Photos may exist for this station.
 FK0045
 FK0045.The dynamic height is computed by dividing the NAVD 88
 FK0045.geopotential number by the normal gravity value computed on the
 FK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0045.degrees latitude (g = 980.6199 gals.).
 FK0045
 FK0045.The modeled gravity was interpolated from observed gravity values.
 FK0045
 FK0045;                    North         East    Units  Estimated Accuracy
 FK0045;SPC OK N     -    79,766.8     566,511.0     MT  (+/- 3 meters HH1 GPS) 
 FK0045
 FK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5697052892(NAD 83)
 FK0045
 FK0045                          SUPERSEDED SURVEY CONTROL
 FK0045
 FK0045  NGVD 29 (??/??/92)  448.811  (m)         1472.47   (f) ADJ UNCH    2 0
 FK0045
 FK0045.Superseded values are not recommended for survey control.
 FK0045
 FK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0045.See file dsdata.pdf to determine how the superseded data were derived.
 FK0045
 FK0045_MARKER: DD = SURVEY DISK
 FK0045_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0045_STAMPING: 14 C 6 TT 1934
 FK0045_MARK LOGO: CGS+SS
 FK0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0045
 FK0045  HISTORY     - Date     Condition        Report By
 FK0045  HISTORY     - 1934     MONUMENTED       OKGS
 FK0045  HISTORY     - 1935     GOOD             CGS
 FK0045  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0045
 FK0045                          STATION DESCRIPTION
 FK0045
 FK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0045'1.0 MILES SOUTH OF ROCK ISLAND STATION AT GREENFIELD, 195 FEET WEST
 FK0045'AND 78 FEET NORTH OF MILEPOST 7-4, 150 FEET EAST OF NEAREST RAIL
 FK0045'OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACK, 48 FEET EAST
 FK0045'OF U.S. HIGHWAY 270.
 FK0045
 FK0045                          STATION RECOVERY (1976)
 FK0045
 FK0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0046 ***********************************************************************
 FK0046  DESIGNATION -  14 C 7
 FK0046  PID         -  FK0046
 FK0046  STATE/COUNTY-  OK/BLAINE
 FK0046  COUNTRY     -  US
 FK0046  USGS QUAD   -  GREENFIELD (2018)
 FK0046
 FK0046                         *CURRENT SURVEY CONTROL
 FK0046  ______________________________________________________________________
 FK0046* NAD 83(1986) POSITION- 35 43 50.41   (N) 098 22 38.69   (W)   HD_HELD1
 FK0046* NAVD 88 ORTHO HEIGHT -   443.865 (meters)     1456.25  (feet) ADJUSTED
 FK0046  ______________________________________________________________________
 FK0046  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 FK0046  DYNAMIC HEIGHT  -        443.440 (meters)     1454.85  (feet) COMP
 FK0046  MODELED GRAVITY -    979,661.0   (mgal)                       NAVD 88
 FK0046
 FK0046  VERT ORDER      -  SECOND    CLASS 0
 FK0046
 FK0046.The horizontal coordinates were determined by differentially corrected
 FK0046.hand held GPS observations or other comparable positioning techniques
 FK0046.and have an estimated accuracy of +/- 3 meters.
 FK0046
 FK0046.The orthometric height was determined by differential leveling and
 FK0046.adjusted by the NATIONAL GEODETIC SURVEY
 FK0046.in June 1991.
 FK0046
 FK0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0046.GEOID18 height accuracy estimate available here.
 FK0046
 FK0046.Click photographs - Photos may exist for this station.
 FK0046
 FK0046.The dynamic height is computed by dividing the NAVD 88
 FK0046.geopotential number by the normal gravity value computed on the
 FK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0046.degrees latitude (g = 980.6199 gals.).
 FK0046
 FK0046.The modeled gravity was interpolated from observed gravity values.
 FK0046
 FK0046;                    North         East    Units  Estimated Accuracy
 FK0046;SPC OK N     -    81,136.2     565,856.6     MT  (+/- 3 meters HH1 GPS) 
 FK0046
 FK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5630254255(NAD 83)
 FK0046
 FK0046                          SUPERSEDED SURVEY CONTROL
 FK0046
 FK0046  NGVD 29 (??/??/92)  443.679  (m)         1455.64   (f) ADJ UNCH    2 0
 FK0046
 FK0046.Superseded values are not recommended for survey control.
 FK0046
 FK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0046.See file dsdata.pdf to determine how the superseded data were derived.
 FK0046
 FK0046_MARKER: DD = SURVEY DISK
 FK0046_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0046_STAMPING: 14 C 7 TT 1934
 FK0046_MARK LOGO: CGS+SS
 FK0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0046
 FK0046  HISTORY     - Date     Condition        Report By
 FK0046  HISTORY     - 1934     MONUMENTED       OKGS
 FK0046  HISTORY     - 1935     GOOD             CGS
 FK0046
 FK0046                          STATION DESCRIPTION
 FK0046
 FK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0046'AT GREENFIELD.
 FK0046'80 FEET EAST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND PACIFIC
 FK0046'RAILROAD TRACK, 70 FEET NORTH OF EAST-WEST ROAD, 51 FEET EAST OF
 FK0046'SOUTHEAST CORNER OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0047 ***********************************************************************
 FK0047  DESIGNATION -  14 C 8
 FK0047  PID         -  FK0047
 FK0047  STATE/COUNTY-  OK/BLAINE
 FK0047  COUNTRY     -  US
 FK0047  USGS QUAD   -  GREENFIELD (2018)
 FK0047
 FK0047                         *CURRENT SURVEY CONTROL
 FK0047  ______________________________________________________________________
 FK0047* NAD 83(1986) POSITION- 35 44 28.46   (N) 098 23 04.26   (W)   HD_HELD1
 FK0047* NAVD 88 ORTHO HEIGHT -   447.214 (meters)     1467.23  (feet) ADJUSTED
 FK0047  ______________________________________________________________________
 FK0047  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 FK0047  DYNAMIC HEIGHT  -        446.786 (meters)     1465.83  (feet) COMP
 FK0047  MODELED GRAVITY -    979,661.9   (mgal)                       NAVD 88
 FK0047
 FK0047  VERT ORDER      -  SECOND    CLASS 0
 FK0047
 FK0047.The horizontal coordinates were determined by differentially corrected
 FK0047.hand held GPS observations or other comparable positioning techniques
 FK0047.and have an estimated accuracy of +/- 3 meters.
 FK0047
 FK0047.The orthometric height was determined by differential leveling and
 FK0047.adjusted by the NATIONAL GEODETIC SURVEY
 FK0047.in June 1991.
 FK0047
 FK0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0047.GEOID18 height accuracy estimate available here.
 FK0047
 FK0047.Click photographs - Photos may exist for this station.
 FK0047
 FK0047.The dynamic height is computed by dividing the NAVD 88
 FK0047.geopotential number by the normal gravity value computed on the
 FK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0047.degrees latitude (g = 980.6199 gals.).
 FK0047
 FK0047.The modeled gravity was interpolated from observed gravity values.
 FK0047
 FK0047;                    North         East    Units  Estimated Accuracy
 FK0047;SPC OK N     -    82,311.4     565,218.7     MT  (+/- 3 meters HH1 GPS) 
 FK0047
 FK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5565355423(NAD 83)
 FK0047
 FK0047                          SUPERSEDED SURVEY CONTROL
 FK0047
 FK0047  NGVD 29 (??/??/92)  447.028  (m)         1466.62   (f) ADJ UNCH    2 0
 FK0047
 FK0047.Superseded values are not recommended for survey control.
 FK0047
 FK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0047.See file dsdata.pdf to determine how the superseded data were derived.
 FK0047
 FK0047_MARKER: DD = SURVEY DISK
 FK0047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0047_STAMPING: 14 C 8 TT 1935
 FK0047_MARK LOGO: CGS+SS
 FK0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0047
 FK0047  HISTORY     - Date     Condition        Report By
 FK0047  HISTORY     - 1935     MONUMENTED       OKGS
 FK0047
 FK0047                          STATION DESCRIPTION
 FK0047
 FK0047'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1935
 FK0047'0.8 MILES NORTH OF ROCK ISLAND STATION AT GREENFIELD 42 FEET
 FK0047'NORTH OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRESTLE N88,
 FK0047'42 FEET EAST OF NEAREST RAIL OF TRACK, 15 FEET EAST OF MILEPOST
 FK0047'8-24.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0048 ***********************************************************************
 FK0048  DESIGNATION -  14 C 9
 FK0048  PID         -  FK0048
 FK0048  STATE/COUNTY-  OK/BLAINE
 FK0048  COUNTRY     -  US
 FK0048  USGS QUAD   -  WATONGA (2018)
 FK0048
 FK0048                         *CURRENT SURVEY CONTROL
 FK0048  ______________________________________________________________________
 FK0048* NAD 83(1986) POSITION- 35 45 28.21   (N) 098 23 43.83   (W)   HD_HELD1
 FK0048* NAVD 88 ORTHO HEIGHT -   446.573 (meters)     1465.13  (feet) ADJUSTED
 FK0048  ______________________________________________________________________
 FK0048  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 FK0048  DYNAMIC HEIGHT  -        446.146 (meters)     1463.73  (feet) COMP
 FK0048  MODELED GRAVITY -    979,662.8   (mgal)                       NAVD 88
 FK0048
 FK0048  VERT ORDER      -  SECOND    CLASS 0
 FK0048
 FK0048.The horizontal coordinates were determined by differentially corrected
 FK0048.hand held GPS observations or other comparable positioning techniques
 FK0048.and have an estimated accuracy of +/- 3 meters.
 FK0048
 FK0048.The orthometric height was determined by differential leveling and
 FK0048.adjusted by the NATIONAL GEODETIC SURVEY
 FK0048.in June 1991.
 FK0048
 FK0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0048.GEOID18 height accuracy estimate available here.
 FK0048
 FK0048.Click photographs - Photos may exist for this station.
 FK0048
 FK0048.The dynamic height is computed by dividing the NAVD 88
 FK0048.geopotential number by the normal gravity value computed on the
 FK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0048.degrees latitude (g = 980.6199 gals.).
 FK0048
 FK0048.The modeled gravity was interpolated from observed gravity values.
 FK0048
 FK0048;                    North         East    Units  Estimated Accuracy
 FK0048;SPC OK N     -    84,156.8     564,231.9     MT  (+/- 3 meters HH1 GPS) 
 FK0048
 FK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5464757257(NAD 83)
 FK0048
 FK0048                          SUPERSEDED SURVEY CONTROL
 FK0048
 FK0048  NGVD 29 (??/??/92)  446.386  (m)         1464.52   (f) ADJ UNCH    2 0
 FK0048
 FK0048.Superseded values are not recommended for survey control.
 FK0048
 FK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0048.See file dsdata.pdf to determine how the superseded data were derived.
 FK0048
 FK0048_MARKER: DD = SURVEY DISK
 FK0048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0048_STAMPING: 14 C 9 TT 1934
 FK0048_MARK LOGO: CGS+SS
 FK0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0048
 FK0048  HISTORY     - Date     Condition        Report By
 FK0048  HISTORY     - 1934     MONUMENTED       OKGS
 FK0048  HISTORY     - 1935     GOOD             CGS
 FK0048
 FK0048                          STATION DESCRIPTION
 FK0048
 FK0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0048'2.2 MILES NORTH OF ROCK ISLAND STATION AT GREENFIELD 225 FEET
 FK0048'EAST OF SOUTHEAST CORNER OF ONE STORY BUNGALOW, 102 FEET NORTH
 FK0048'OF MILEPOST 10-3, 45 FEET EAST OF NEAREST RAIL OF CHICAGO ROCK
 FK0048'ISLAND AND PACIFIC RAILROAD TRACK, 12 FEET SOUTH OF ROAD THROUGH
 FK0048'GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0773 ***********************************************************************
 GJ0773  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0773  DESIGNATION -  14 HEH
 GJ0773  PID         -  GJ0773
 GJ0773  STATE/COUNTY-  OK/WOODWARD
 GJ0773  COUNTRY     -  US
 GJ0773  USGS QUAD   -  BELVA (2018)
 GJ0773
 GJ0773                         *CURRENT SURVEY CONTROL
 GJ0773  ______________________________________________________________________
 GJ0773* NAD 83(2011) POSITION- 36 26 05.18387(N) 098 59 48.81168(W)   ADJUSTED
 GJ0773* NAD 83(2011) ELLIP HT-   482.112 (meters)        (06/27/12)   ADJUSTED
 GJ0773* NAD 83(2011) EPOCH   -  2010.00
 GJ0773* NAVD 88 ORTHO HEIGHT -   510.2   (meters)     1674.    (feet) GPS OBS
 GJ0773  ______________________________________________________________________
 GJ0773  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GJ0773  GEOID HEIGHT    -        -28.062 (meters)                     GEOID96
 GJ0773  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 GJ0773  NAD 83(2011) X  -   -803,466.539 (meters)                     COMP
 GJ0773  NAD 83(2011) Y  - -5,074,669.604 (meters)                     COMP
 GJ0773  NAD 83(2011) Z  -  3,767,400.067 (meters)                     COMP
 GJ0773  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 GJ0773
 GJ0773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0773  Standards:
 GJ0773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0773  -------------------------------------------------------------------
 GJ0773  NETWORK    1.63   2.96           0.74   0.57   1.51      0.03367059
 GJ0773  -------------------------------------------------------------------
 GJ0773  Click here for local accuracies and other accuracy information.
 GJ0773
 GJ0773.The horizontal coordinates were established by GPS observations
 GJ0773.and adjusted by the National Geodetic Survey in June 2012.
 GJ0773
 GJ0773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0773.been affixed to the stable North American tectonic plate. See 
 GJ0773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0773
 GJ0773.The horizontal coordinates are valid at the epoch date displayed above
 GJ0773.which is a decimal equivalence of Year/Month/Day.
 GJ0773
 GJ0773.The orthometric height was determined by GPS observations and a
 GJ0773.high-resolution geoid model.
 GJ0773
 GJ0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0773.GEOID18 height accuracy estimate available here.
 GJ0773
 GJ0773.Click photographs - Photos may exist for this station.
 GJ0773
 GJ0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0773
 GJ0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0773
 GJ0773.The ellipsoidal height was determined by GPS observations
 GJ0773.and is referenced to NAD 83.
 GJ0773
 GJ0773. The following values were computed from the NAD 83(2011) position.
 GJ0773
 GJ0773;                    North         East     Units Scale Factor Converg.
 GJ0773;SPC OK N     -   159,652.732   510,617.966   MT  0.99995626   -0 35 17.9
 GJ0773;SPC OK N     -   523,794.00  1,675,252.44   sFT  0.99995626   -0 35 17.9
 GJ0773;UTM  14      - 4,032,172.926   500,278.559   MT  0.99960000   +0 00 06.6
 GJ0773
 GJ0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0773!SPC OK N     -   0.99992434  x   0.99995626  =   0.99988061
 GJ0773!UTM  14      -   0.99992434  x   0.99960000  =   0.99952437
 GJ0773
 GJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0027832172(NAD 83)
 GJ0773
 GJ0773                          SUPERSEDED SURVEY CONTROL
 GJ0773
 GJ0773  NAD 83(2007)-  36 26 05.18385(N)    098 59 48.81242(W) AD(2002.00) 0
 GJ0773  ELLIP H (02/10/07)  482.136  (m)                       GP(2002.00)    
 GJ0773  ELLIP H (04/16/01)  482.129  (m)                       GP(       ) 4 2
 GJ0773  NAD 83(1993)-  36 26 05.18369(N)    098 59 48.81224(W) AD(       ) B
 GJ0773  ELLIP H (05/09/94)  482.164  (m)                       GP(       ) 4 2
 GJ0773  NAVD 88 (01/13/95)  510.3    (m)  UNKNOWN  model used  GPS OBS        
 GJ0773  NAVD 88 (05/09/94)  510.3    (m)  GEOID93  model used  GPS OBS        
 GJ0773
 GJ0773.Superseded values are not recommended for survey control.
 GJ0773
 GJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0773.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0773
 GJ0773_MARKER: DD = SURVEY DISK
 GJ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0773_STAMPING: 14 HEH 1968 1672
 GJ0773_MARK LOGO: USGS
 GJ0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0773+STABILITY: SURFACE MOTION
 GJ0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0773+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2007
 GJ0773
 GJ0773  HISTORY     - Date     Condition        Report By
 GJ0773  HISTORY     - 1968     MONUMENTED       USGS
 GJ0773  HISTORY     - 19930514 GOOD             NGS
 GJ0773  HISTORY     - 20071206 GOOD             OKDOT
 GJ0773
 GJ0773                          STATION DESCRIPTION
 GJ0773
 GJ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GJ0773'STATION IS LOCATED ABOUT 19 KM (11.80 MI) EAST OF MOORELAND, 21 KM
 GJ0773'(13.05 MI) SOUTHWEST OF WAYNOKA, 3.3 KM (2.05 MI) WEST OF THE
 GJ0773'WOODWARD-MAJOR COUNTY LINE, ALONG A DIRT SECTION ROAD, ON THE
 GJ0773'RIGHT-OF-WAY, AT A PASTURE FENCE, IN THE NORTHEAST 1/4 OF SECTION 34,
 GJ0773'T 23 N, R 17 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GJ0773'TO REACH FROM THE JUNCTION OF US HIGHWAY 412 AND STATE HIGHWAY 50
 GJ0773'NORTH IN MOORELAND, GO EAST ON HIGHWAY 412 FOR 12.45 KM (7.75 MI) TO
 GJ0773'A PAVED ROAD LEFT LEADING TO QUINLAN.  CONTINUE AHEAD FOR 6.76 KM
 GJ0773'(4.20 MI) TO A CROSSROAD AT TOP OF RISE (PAVED ROAD RIGHT LEADS TO
 GJ0773'CEDARDALE).  TURN LEFT, NORTH, ON DIRT ROAD FOR 1.61 KM (1.00 MI) TO
 GJ0773'A T-ROAD.  TURN LEFT, WEST, FOR 58 M (190.3 FT) TO THE STATION ON THE
 GJ0773'LEFT.
 GJ0773'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 GJ0773'PROJECTING 12 CM ABOVE GROUND.  IT IS 10.8 M (35.4 FT) SOUTH OF, AND
 GJ0773'SLIGHTLY HIGHER THAN THE ROAD CENTER, 0.2 M (0.7 FT) NORTH OF THE
 GJ0773'FENCE, 2.6 M (8.5 FT) EAST OF TELEPHONE PEDESTAL B8, 0.9 M (3.0 FT)
 GJ0773'EAST OF A METAL WITNESS POST, 1.0 M (3.3 FT) WEST OF A METAL WITNESS
 GJ0773'POST, AND 1.0 M (3.3 FT) SOUTH OF A METAL WITNESS POST.
 GJ0773
 GJ0773                          STATION RECOVERY (2007)
 GJ0773
 GJ0773'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (SJP)
 GJ0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0122 ***********************************************************************
 FJ0122  DESIGNATION -  141
 FJ0122  PID         -  FJ0122
 FJ0122  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0122  COUNTRY     -  US
 FJ0122  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0122
 FJ0122                         *CURRENT SURVEY CONTROL
 FJ0122  ______________________________________________________________________
 FJ0122* NAD 83(1986) POSITION- 35 12 54.     (N) 096 58 16.     (W)   SCALED
 FJ0122* NAVD 88 ORTHO HEIGHT -   292.643 (meters)      960.11  (feet) ADJUSTED
 FJ0122  ______________________________________________________________________
 FJ0122  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 FJ0122  DYNAMIC HEIGHT  -        292.362 (meters)      959.19  (feet) COMP
 FJ0122  MODELED GRAVITY -    979,664.4   (mgal)                       NAVD 88
 FJ0122
 FJ0122  VERT ORDER      -  SECOND    CLASS 0
 FJ0122
 FJ0122.The horizontal coordinates were scaled from a map and have
 FJ0122.an estimated accuracy of +/- 6 seconds.
 FJ0122
 FJ0122.The orthometric height was determined by differential leveling and
 FJ0122.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0122.in June 1991.
 FJ0122
 FJ0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0122.GEOID18 height accuracy estimate available here.
 FJ0122
 FJ0122.Click photographs - Photos may exist for this station.
 FJ0122
 FJ0122.The dynamic height is computed by dividing the NAVD 88
 FJ0122.geopotential number by the normal gravity value computed on the
 FJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0122.degrees latitude (g = 980.6199 gals.).
 FJ0122
 FJ0122.The modeled gravity was interpolated from observed gravity values.
 FJ0122
 FJ0122;                    North         East    Units  Estimated Accuracy
 FJ0122;SPC OK S     -   209,210.      693,680.      MT  (+/- 180 meters Scaled)
 FJ0122
 FJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD846987(NAD 83)
 FJ0122
 FJ0122                          SUPERSEDED SURVEY CONTROL
 FJ0122
 FJ0122  NGVD 29 (??/??/92)  292.562  (m)          959.85   (f) ADJ UNCH    2 0
 FJ0122
 FJ0122.Superseded values are not recommended for survey control.
 FJ0122
 FJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0122.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0122
 FJ0122_MARKER: Z = SEE DESCRIPTION
 FJ0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0122_SP_SET: RAIL
 FJ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0122
 FJ0122  HISTORY     - Date     Condition        Report By
 FJ0122  HISTORY     - UNK      MONUMENTED
 FJ0122  HISTORY     - 1934     GOOD             CGS
 FJ0122
 FJ0122                          STATION DESCRIPTION
 FJ0122
 FJ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0122'1.1 MI N FROM BROOKSVILLE.
 FJ0122'ABOUT 1.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0122'RAILWAY FROM THE STATION AT BROOKSVILLE, POTTAWATOMIE COUNTY,
 FJ0122'AT MILEPOST 141, AND ABOUT 2 FEET INSIDE THE EAST RIGHT-OF-WAY
 FJ0122'FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0121 ***********************************************************************
 FJ0121  DESIGNATION -  142
 FJ0121  PID         -  FJ0121
 FJ0121  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0121  COUNTRY     -  US
 FJ0121  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0121
 FJ0121                         *CURRENT SURVEY CONTROL
 FJ0121  ______________________________________________________________________
 FJ0121* NAD 83(1986) POSITION- 35 12 02.     (N) 096 58 06.     (W)   SCALED
 FJ0121* NAVD 88 ORTHO HEIGHT -   284.664 (meters)      933.94  (feet) ADJUSTED
 FJ0121  ______________________________________________________________________
 FJ0121  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 FJ0121  DYNAMIC HEIGHT  -        284.390 (meters)      933.04  (feet) COMP
 FJ0121  MODELED GRAVITY -    979,663.9   (mgal)                       NAVD 88
 FJ0121
 FJ0121  VERT ORDER      -  SECOND    CLASS 0
 FJ0121
 FJ0121.The horizontal coordinates were scaled from a map and have
 FJ0121.an estimated accuracy of +/- 6 seconds.
 FJ0121
 FJ0121.The orthometric height was determined by differential leveling and
 FJ0121.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0121.in June 1991.
 FJ0121
 FJ0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0121.GEOID18 height accuracy estimate available here.
 FJ0121
 FJ0121.Click photographs - Photos may exist for this station.
 FJ0121
 FJ0121.The dynamic height is computed by dividing the NAVD 88
 FJ0121.geopotential number by the normal gravity value computed on the
 FJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0121.degrees latitude (g = 980.6199 gals.).
 FJ0121
 FJ0121.The modeled gravity was interpolated from observed gravity values.
 FJ0121
 FJ0121;                    North         East    Units  Estimated Accuracy
 FJ0121;SPC OK S     -   207,610.      693,950.      MT  (+/- 180 meters Scaled)
 FJ0121
 FJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD849971(NAD 83)
 FJ0121
 FJ0121                          SUPERSEDED SURVEY CONTROL
 FJ0121
 FJ0121  NGVD 29 (??/??/92)  284.586  (m)          933.68   (f) ADJ UNCH    2 0
 FJ0121
 FJ0121.Superseded values are not recommended for survey control.
 FJ0121
 FJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0121.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0121
 FJ0121_MARKER: Z = SEE DESCRIPTION
 FJ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0121_SP_SET: RAIL
 FJ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0121
 FJ0121  HISTORY     - Date     Condition        Report By
 FJ0121  HISTORY     - UNK      MONUMENTED
 FJ0121  HISTORY     - 1934     GOOD             CGS
 FJ0121
 FJ0121                          STATION DESCRIPTION
 FJ0121
 FJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0121'AT BROOKSVILLE.
 FJ0121'AT BROOKSVILLE, POTTAWATOMIE COUNTY, ON THE ATCHISON, TOPEKA AND
 FJ0121'SANTA FE RAILWAY, AT MILEPOST 142, AND ABOUT 2 FEET INSIDE OF THE
 FJ0121'EAST RIGHT-OF-WAY FENCE.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0118 ***********************************************************************
 FJ0118  DESIGNATION -  144
 FJ0118  PID         -  FJ0118
 FJ0118  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0118  COUNTRY     -  US
 FJ0118  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0118
 FJ0118                         *CURRENT SURVEY CONTROL
 FJ0118  ______________________________________________________________________
 FJ0118* NAD 83(1986) POSITION- 35 10 29.     (N) 096 58 04.     (W)   SCALED
 FJ0118* NAVD 88 ORTHO HEIGHT -   283.586 (meters)      930.40  (feet) ADJUSTED
 FJ0118  ______________________________________________________________________
 FJ0118  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 FJ0118  DYNAMIC HEIGHT  -        283.313 (meters)      929.50  (feet) COMP
 FJ0118  MODELED GRAVITY -    979,663.6   (mgal)                       NAVD 88
 FJ0118
 FJ0118  VERT ORDER      -  SECOND    CLASS 0
 FJ0118
 FJ0118.The horizontal coordinates were scaled from a map and have
 FJ0118.an estimated accuracy of +/- 6 seconds.
 FJ0118
 FJ0118.The orthometric height was determined by differential leveling and
 FJ0118.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0118.in June 1991.
 FJ0118
 FJ0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0118.GEOID18 height accuracy estimate available here.
 FJ0118
 FJ0118.Click photographs - Photos may exist for this station.
 FJ0118
 FJ0118.The dynamic height is computed by dividing the NAVD 88
 FJ0118.geopotential number by the normal gravity value computed on the
 FJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0118.degrees latitude (g = 980.6199 gals.).
 FJ0118
 FJ0118.The modeled gravity was interpolated from observed gravity values.
 FJ0118
 FJ0118;                    North         East    Units  Estimated Accuracy
 FJ0118;SPC OK S     -   204,740.      694,030.      MT  (+/- 180 meters Scaled)
 FJ0118
 FJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD850943(NAD 83)
 FJ0118
 FJ0118                          SUPERSEDED SURVEY CONTROL
 FJ0118
 FJ0118  NGVD 29 (??/??/92)  283.508  (m)          930.14   (f) ADJ UNCH    2 0
 FJ0118
 FJ0118.Superseded values are not recommended for survey control.
 FJ0118
 FJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0118.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0118
 FJ0118_MARKER: Z = SEE DESCRIPTION
 FJ0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0118_SP_SET: RAIL
 FJ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0118
 FJ0118  HISTORY     - Date     Condition        Report By
 FJ0118  HISTORY     - UNK      MONUMENTED
 FJ0118  HISTORY     - 1934     GOOD             CGS
 FJ0118
 FJ0118                          STATION DESCRIPTION
 FJ0118
 FJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0118'3 MI N FROM MACOMB.
 FJ0118'ABOUT 3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0118'RAILWAY FROM THE STATION AT MACOMB, PATTAWATOMIE COUNTY, AT
 FJ0118'MILEPOST 144, AND ABOUT 2 FEET INSIDE THE RIGHT-OF-WAY FENCE.
 FJ0118'THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0117 ***********************************************************************
 FJ0117  DESIGNATION -  145
 FJ0117  PID         -  FJ0117
 FJ0117  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0117  COUNTRY     -  US
 FJ0117  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0117
 FJ0117                         *CURRENT SURVEY CONTROL
 FJ0117  ______________________________________________________________________
 FJ0117* NAD 83(1986) POSITION- 35 09 53.     (N) 096 58 50.     (W)   SCALED
 FJ0117* NAVD 88 ORTHO HEIGHT -   284.012 (meters)      931.80  (feet) ADJUSTED
 FJ0117  ______________________________________________________________________
 FJ0117  GEOID HEIGHT    -        -26.711 (meters)                     GEOID18
 FJ0117  DYNAMIC HEIGHT  -        283.738 (meters)      930.90  (feet) COMP
 FJ0117  MODELED GRAVITY -    979,663.2   (mgal)                       NAVD 88
 FJ0117
 FJ0117  VERT ORDER      -  SECOND    CLASS 0
 FJ0117
 FJ0117.The horizontal coordinates were scaled from a map and have
 FJ0117.an estimated accuracy of +/- 6 seconds.
 FJ0117
 FJ0117.The orthometric height was determined by differential leveling and
 FJ0117.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0117.in June 1991.
 FJ0117
 FJ0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0117.GEOID18 height accuracy estimate available here.
 FJ0117
 FJ0117.Click photographs - Photos may exist for this station.
 FJ0117
 FJ0117.The dynamic height is computed by dividing the NAVD 88
 FJ0117.geopotential number by the normal gravity value computed on the
 FJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0117.degrees latitude (g = 980.6199 gals.).
 FJ0117
 FJ0117.The modeled gravity was interpolated from observed gravity values.
 FJ0117
 FJ0117;                    North         East    Units  Estimated Accuracy
 FJ0117;SPC OK S     -   203,620.      692,870.      MT  (+/- 180 meters Scaled)
 FJ0117
 FJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD839931(NAD 83)
 FJ0117
 FJ0117                          SUPERSEDED SURVEY CONTROL
 FJ0117
 FJ0117  NGVD 29 (??/??/92)  283.934  (m)          931.54   (f) ADJ UNCH    2 0
 FJ0117
 FJ0117.Superseded values are not recommended for survey control.
 FJ0117
 FJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0117.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0117
 FJ0117_MARKER: Z = SEE DESCRIPTION
 FJ0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0117_SP_SET: RAIL
 FJ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0117
 FJ0117  HISTORY     - Date     Condition        Report By
 FJ0117  HISTORY     - UNK      MONUMENTED
 FJ0117  HISTORY     - 1934     GOOD             CGS
 FJ0117
 FJ0117                          STATION DESCRIPTION
 FJ0117
 FJ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0117'2 MI N FROM MACOMB.
 FJ0117'ABOUT 2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0117'RAILWAY FROM THE STATION AT MACOMB, POTTAWATOMIE COUNTY, AT MILEPOST
 FJ0117'145, AND ABOUT 2 FEET INSIDE THE EAST RIGHT-OF-WAY FENCE.  THE TOP
 FJ0117'OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0414 ***********************************************************************
 FJ0414  DESIGNATION -  147
 FJ0414  PID         -  FJ0414
 FJ0414  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0414  COUNTRY     -  US
 FJ0414  USGS QUAD   -  MACOMB (2018)
 FJ0414
 FJ0414                         *CURRENT SURVEY CONTROL
 FJ0414  ______________________________________________________________________
 FJ0414* NAD 83(1986) POSITION- 35 09 01.     (N) 097 00 35.     (W)   SCALED
 FJ0414* NAVD 88 ORTHO HEIGHT -   289.34  (+/-2cm)      949.3   (feet) VERTCON3
 FJ0414  ______________________________________________________________________
 FJ0414  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 FJ0414  VERT ORDER      -  ? (See Below)
 FJ0414
 FJ0414.The horizontal coordinates were scaled from a map and have
 FJ0414.an estimated accuracy of +/- 6 seconds.
 FJ0414
 FJ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0414
 FJ0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0414.GEOID18 height accuracy estimate available here.
 FJ0414
 FJ0414.The vertical order pertains to the NGVD 29 superseded value.
 FJ0414
 FJ0414.Click photographs - Photos may exist for this station.
 FJ0414
 FJ0414;                    North         East    Units  Estimated Accuracy
 FJ0414;SPC OK S     -   201,990.      690,230.      MT  (+/- 180 meters Scaled)
 FJ0414
 FJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD812915(NAD 83)
 FJ0414
 FJ0414                          SUPERSEDED SURVEY CONTROL
 FJ0414
 FJ0414  NGVD 29 (??/??/92)  289.263  (m)          949.02   (f) ADJ UNCH       
 FJ0414
 FJ0414.Superseded values are not recommended for survey control.
 FJ0414
 FJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0414.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0414
 FJ0414_MARKER: Z = SEE DESCRIPTION
 FJ0414_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 FJ0414_SP_SET: RAIL
 FJ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0414
 FJ0414  HISTORY     - Date     Condition        Report By
 FJ0414  HISTORY     - UNK      MONUMENTED
 FJ0414  HISTORY     - 1934     GOOD             CGS
 FJ0414
 FJ0414                          STATION DESCRIPTION
 FJ0414
 FJ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0414'AT MACOMB.
 FJ0414'AT MACOMB ABOUT 2 FEET INSIDE THE RIGHT OF WAY FENCE EAST OF
 FJ0414'THE ATCHISON, TOPEKA AND SANTA FE RY., AT MILEPOST 147.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0412 ***********************************************************************
 FJ0412  DESIGNATION -  148
 FJ0412  PID         -  FJ0412
 FJ0412  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0412  COUNTRY     -  US
 FJ0412  USGS QUAD   -  MACOMB (2018)
 FJ0412
 FJ0412                         *CURRENT SURVEY CONTROL
 FJ0412  ______________________________________________________________________
 FJ0412* NAD 83(1986) POSITION- 35 08 55.     (N) 097 01 37.     (W)   SCALED
 FJ0412* NAVD 88 ORTHO HEIGHT -   287.365 (meters)      942.80  (feet) ADJUSTED
 FJ0412  ______________________________________________________________________
 FJ0412  GEOID HEIGHT    -        -26.629 (meters)                     GEOID18
 FJ0412  DYNAMIC HEIGHT  -        287.089 (meters)      941.89  (feet) COMP
 FJ0412  MODELED GRAVITY -    979,663.5   (mgal)                       NAVD 88
 FJ0412
 FJ0412  VERT ORDER      -  SECOND    CLASS 0
 FJ0412
 FJ0412.The horizontal coordinates were scaled from a map and have
 FJ0412.an estimated accuracy of +/- 6 seconds.
 FJ0412
 FJ0412.The orthometric height was determined by differential leveling and
 FJ0412.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0412.in June 1991.
 FJ0412
 FJ0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0412.GEOID18 height accuracy estimate available here.
 FJ0412
 FJ0412.Click photographs - Photos may exist for this station.
 FJ0412
 FJ0412.The dynamic height is computed by dividing the NAVD 88
 FJ0412.geopotential number by the normal gravity value computed on the
 FJ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0412.degrees latitude (g = 980.6199 gals.).
 FJ0412
 FJ0412.The modeled gravity was interpolated from observed gravity values.
 FJ0412
 FJ0412;                    North         East    Units  Estimated Accuracy
 FJ0412;SPC OK S     -   201,790.      688,670.      MT  (+/- 180 meters Scaled)
 FJ0412
 FJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD797913(NAD 83)
 FJ0412
 FJ0412                          SUPERSEDED SURVEY CONTROL
 FJ0412
 FJ0412  NGVD 29 (??/??/92)  287.287  (m)          942.54   (f) ADJ UNCH    2 0
 FJ0412
 FJ0412.Superseded values are not recommended for survey control.
 FJ0412
 FJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0412.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0412
 FJ0412_MARKER: Z = SEE DESCRIPTION
 FJ0412_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 FJ0412_SP_SET: RAIL
 FJ0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0412
 FJ0412  HISTORY     - Date     Condition        Report By
 FJ0412  HISTORY     - UNK      MONUMENTED       CGS
 FJ0412  HISTORY     - 1934     GOOD             CGS
 FJ0412
 FJ0412                          STATION DESCRIPTION
 FJ0412
 FJ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0412'1 MI S FROM MACOMB.
 FJ0412'1.0 MILES SOUTH OF A.T. AND S.F. RY. STATION, MACOMB ABOUT 2
 FJ0412'FEET FROM THE RIGHT OF WAY FENCE AND EAST OF THE ATCHISON TOPEKA
 FJ0412'AND SANTA FE RY. TRACK AT MILEPOST 148.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0167 ***********************************************************************
 GH0167  DESIGNATION -  14=816
 GH0167  PID         -  GH0167
 GH0167  STATE/COUNTY-  OK/PAYNE
 GH0167  COUNTRY     -  US
 GH0167  USGS QUAD   -  TWIN MOUNDS (2018)
 GH0167
 GH0167                         *CURRENT SURVEY CONTROL
 GH0167  ______________________________________________________________________
 GH0167* NAD 83(1986) POSITION- 36 01 33.     (N) 096 52 26.     (W)   SCALED
 GH0167* NAVD 88 ORTHO HEIGHT -   248.095 (meters)      813.96  (feet) ADJUSTED
 GH0167  ______________________________________________________________________
 GH0167  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 GH0167  DYNAMIC HEIGHT  -        247.873 (meters)      813.23  (feet) COMP
 GH0167  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 GH0167
 GH0167  VERT ORDER      -  SECOND    CLASS 0
 GH0167
 GH0167.The horizontal coordinates were scaled from a map and have
 GH0167.an estimated accuracy of +/- 6 seconds.
 GH0167
 GH0167.The orthometric height was determined by differential leveling and
 GH0167.adjusted by the NATIONAL GEODETIC SURVEY
 GH0167.in June 1991.
 GH0167
 GH0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0167.GEOID18 height accuracy estimate available here.
 GH0167
 GH0167.Click photographs - Photos may exist for this station.
 GH0167
 GH0167.The dynamic height is computed by dividing the NAVD 88
 GH0167.geopotential number by the normal gravity value computed on the
 GH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0167.degrees latitude (g = 980.6199 gals.).
 GH0167
 GH0167.The modeled gravity was interpolated from observed gravity values.
 GH0167
 GH0167;                    North         East    Units  Estimated Accuracy
 GH0167;SPC OK N     -   114,410.      701,490.      MT  (+/- 180 meters Scaled)
 GH0167
 GH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE915889(NAD 83)
 GH0167
 GH0167                          SUPERSEDED SURVEY CONTROL
 GH0167
 GH0167  NGVD 29 (??/??/92)  247.992  (m)          813.62   (f) ADJ UNCH    2 0
 GH0167
 GH0167.Superseded values are not recommended for survey control.
 GH0167
 GH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0167.See file dsdata.pdf to determine how the superseded data were derived.
 GH0167
 GH0167_MARKER: P = PIPE CAP
 GH0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0167_STAMPING: 14 815 1903
 GH0167_MARK LOGO: USGS
 GH0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0167
 GH0167  HISTORY     - Date     Condition        Report By
 GH0167  HISTORY     - 1905     MONUMENTED       USGS
 GH0167  HISTORY     - 1934     GOOD             CGS
 GH0167
 GH0167                          STATION DESCRIPTION
 GH0167
 GH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0167'2.2 MI E FROM RIPLEY.
 GH0167'2.2 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 GH0167'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT RIPLEY, PAYNE
 GH0167'COUNTY, ABOUT 450 FEET WEST OF A FARMHOUSE, 88 FEET NORTHWEST
 GH0167'OF THE CENTER OF A ROAD CROSSING, 67 FEET NORTH OF THE CENTERLINE
 GH0167'OF THE OLD ROADBED, 30 FEET NORTHWEST OF THE CENTERLINE OF
 GH0167'THE COUNTY ROAD, 2.4 FEET WEST OF A NORTH-AND-SOUTH FENCE, AND
 GH0167'2.1 FEET SOUTH OF THE FENCE PARALLELING THE ROADBED.  A UNITED
 GH0167'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 14 815 1903 AND
 GH0167'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0565 ***********************************************************************
 FJ0565  DESIGNATION -  15 A 15
 FJ0565  PID         -  FJ0565
 FJ0565  STATE/COUNTY-  OK/KINGFISHER
 FJ0565  COUNTRY     -  US
 FJ0565  USGS QUAD   -  KINGFISHER (2018)
 FJ0565
 FJ0565                         *CURRENT SURVEY CONTROL
 FJ0565  ______________________________________________________________________
 FJ0565* NAD 83(1986) POSITION- 35 49 41.90   (N) 097 55 59.64   (W)   HD_HELD1
 FJ0565* NAVD 88 ORTHO HEIGHT -   333.236 (meters)     1093.29  (feet) ADJUSTED
 FJ0565  ______________________________________________________________________
 FJ0565  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 FJ0565  DYNAMIC HEIGHT  -        332.931 (meters)     1092.29  (feet) COMP
 FJ0565  MODELED GRAVITY -    979,707.2   (mgal)                       NAVD 88
 FJ0565
 FJ0565  VERT ORDER      -  FIRST     CLASS II
 FJ0565
 FJ0565.The horizontal coordinates were determined by differentially corrected
 FJ0565.hand held GPS observations or other comparable positioning techniques
 FJ0565.and have an estimated accuracy of +/- 3 meters.
 FJ0565
 FJ0565.The orthometric height was determined by differential leveling and
 FJ0565.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0565.in June 1991.
 FJ0565
 FJ0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0565.GEOID18 height accuracy estimate available here.
 FJ0565
 FJ0565.Click photographs - Photos may exist for this station.
 FJ0565
 FJ0565.The dynamic height is computed by dividing the NAVD 88
 FJ0565.geopotential number by the normal gravity value computed on the
 FJ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0565.degrees latitude (g = 980.6199 gals.).
 FJ0565
 FJ0565.The modeled gravity was interpolated from observed gravity values.
 FJ0565
 FJ0565;                    North         East    Units  Estimated Accuracy
 FJ0565;SPC OK N     -    91,904.7     606,032.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0565
 FJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9635465430(NAD 83)
 FJ0565
 FJ0565                          SUPERSEDED SURVEY CONTROL
 FJ0565
 FJ0565  NGVD 29 (??/??/92)  333.100  (m)         1092.85   (f) ADJ UNCH    1 2
 FJ0565
 FJ0565.Superseded values are not recommended for survey control.
 FJ0565
 FJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0565.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0565
 FJ0565_MARKER: DD = SURVEY DISK
 FJ0565_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0565_STAMPING: 15 A 15 1934 TT
 FJ0565_MARK LOGO: CGS+SS
 FJ0565_PROJECTION: PROJECTING 6 CENTIMETERS
 FJ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0565
 FJ0565  HISTORY     - Date     Condition        Report By
 FJ0565  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0565  HISTORY     - 1953     GOOD             CGS
 FJ0565  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0565  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0565
 FJ0565                          STATION DESCRIPTION
 FJ0565
 FJ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0565'2.3 MI S FROM KINGFISHER.
 FJ0565'2.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0565'RAILROAD FROM THE STATION AT KINGFISHER, 77 FEET EAST OF THE
 FJ0565'CENTER LINE OF U.S. HIGHWAY 81, 52 FEET WEST OF THE WEST RAIL, 35
 FJ0565'FEET NORTHWEST OF THE 2ND POLE NORTH OF MILEPOST 381, 2 FEET
 FJ0565'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FJ0565'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FJ0565
 FJ0565                          STATION RECOVERY (1971)
 FJ0565
 FJ0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0565'MARK NOT FOUND.
 FJ0565
 FJ0565                          STATION RECOVERY (1985)
 FJ0565
 FJ0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0565'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1145 ***********************************************************************
 FJ1145  DESIGNATION -  15 A 15 TT
 FJ1145  PID         -  FJ1145
 FJ1145  STATE/COUNTY-  OK/KINGFISHER
 FJ1145  COUNTRY     -  US
 FJ1145  USGS QUAD   -  KINGFISHER (2018)
 FJ1145
 FJ1145                         *CURRENT SURVEY CONTROL
 FJ1145  ______________________________________________________________________
 FJ1145* NAD 83(1993) POSITION- 35 49 41.90350(N) 097 55 59.63608(W)   ADJUSTED
 FJ1145* NAVD 88 ORTHO HEIGHT -   333.24  (+/-2cm)     1093.3   (feet) VERTCON3
 FJ1145  ______________________________________________________________________
 FJ1145  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 FJ1145  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 FJ1145  HORZ ORDER      -  SECOND
 FJ1145  VERT ORDER      -  THIRD ? (See Below)
 FJ1145
 FJ1145.The horizontal coordinates were established by classical geodetic methods
 FJ1145.and adjusted by the National Geodetic Survey in November 1994.
 FJ1145
 FJ1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1145
 FJ1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1145.GEOID18 height accuracy estimate available here.
 FJ1145
 FJ1145.The vertical order pertains to the NGVD 29 superseded value.
 FJ1145
 FJ1145.Click photographs - Photos may exist for this station.
 FJ1145
 FJ1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1145
 FJ1145. The following values were computed from the NAD 83(1993) position.
 FJ1145
 FJ1145;                    North         East     Units Scale Factor Converg.
 FJ1145;SPC OK N     -    91,904.835   606,032.824   MT  0.99996282   +0 02 21.9
 FJ1145;SPC OK N     -   301,524.45  1,988,292.69   sFT  0.99996282   +0 02 21.9
 FJ1145;UTM  14      - 3,965,430.511   596,354.981   MT  0.99971440   +0 37 28.2
 FJ1145
 FJ1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1145!SPC OK N     -   0.99995196  x   0.99996282  =   0.99991478
 FJ1145!UTM  14      -   0.99995196  x   0.99971440  =   0.99966638
 FJ1145
 FJ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9635465430(NAD 83)
 FJ1145
 FJ1145                          SUPERSEDED SURVEY CONTROL
 FJ1145
 FJ1145  NAD 83(1986)-  35 49 41.90872(N)    097 55 59.62227(W) AD(       ) 2
 FJ1145  NAD 27      -  35 49 41.75237(N)    097 55 58.43303(W) AD(       ) 2
 FJ1145  NGVD 29             333.10   (m)         1092.8    (f) LEVELING    3  
 FJ1145
 FJ1145.Superseded values are not recommended for survey control.
 FJ1145
 FJ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1145.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1145
 FJ1145_MARKER: DD = SURVEY DISK
 FJ1145_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ1145_STAMPING: 15 A 15 TT 1934
 FJ1145_MARK LOGO: CGS+SS
 FJ1145_PROJECTION: PROJECTING 5 CENTIMETERS
 FJ1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1145
 FJ1145  HISTORY     - Date     Condition        Report By
 FJ1145  HISTORY     - 1934     MONUMENTED       OKGS
 FJ1145  HISTORY     - 1955     GOOD             OKGS
 FJ1145
 FJ1145                          STATION DESCRIPTION
 FJ1145
 FJ1145'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1955 (NET)
 FJ1145'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF KINGFISHER
 FJ1145'IN THE SOUTHWEST 1/4 OF SECTION 27, T 16 N, R 7 W BETWEEN
 FJ1145'U.S. HIGHWAY 81 AND THE RAILROAD TRACKS.
 FJ1145'
 FJ1145'THE STATION IS A U.S.C. AND G.S. AND OKLA. STATE SURVEY DISK
 FJ1145'SET 77 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 64
 FJ1145'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 36 FEET
 FJ1145'NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS
 FJ1145'POST AND 21.590 METERS NORTH OF TRIANGULATION STATION FISHER
 FJ1145'FROM WHICH A TRAVERSE CONNECTION WAS MADE.
 FJ1145'
 FJ1145'THE DISK IS STAMPED 15 A 15 TT 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0361 ***********************************************************************
 GH0361  DESIGNATION -  15 A 28 TT
 GH0361  PID         -  GH0361
 GH0361  STATE/COUNTY-  OK/KINGFISHER
 GH0361  COUNTRY     -  US
 GH0361  USGS QUAD   -  HENNESSEY (2018)
 GH0361
 GH0361                         *CURRENT SURVEY CONTROL
 GH0361  ______________________________________________________________________
 GH0361* NAD 83(1986) POSITION- 36 01 43.30   (N) 097 54 38.44   (W)   HD_HELD1
 GH0361* NAVD 88 ORTHO HEIGHT -   336.873 (meters)     1105.22  (feet) ADJUSTED
 GH0361  ______________________________________________________________________
 GH0361  GEOID HEIGHT    -        -27.384 (meters)                     GEOID18
 GH0361  DYNAMIC HEIGHT  -        336.569 (meters)     1104.23  (feet) COMP
 GH0361  MODELED GRAVITY -    979,720.7   (mgal)                       NAVD 88
 GH0361
 GH0361  VERT ORDER      -  FIRST     CLASS II
 GH0361
 GH0361.The horizontal coordinates were determined by differentially corrected
 GH0361.hand held GPS observations or other comparable positioning techniques
 GH0361.and have an estimated accuracy of +/- 3 meters.
 GH0361
 GH0361.The orthometric height was determined by differential leveling and
 GH0361.adjusted by the NATIONAL GEODETIC SURVEY
 GH0361.in June 1991.
 GH0361
 GH0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0361.GEOID18 height accuracy estimate available here.
 GH0361
 GH0361.Click photographs - Photos may exist for this station.
 GH0361
 GH0361.The dynamic height is computed by dividing the NAVD 88
 GH0361.geopotential number by the normal gravity value computed on the
 GH0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0361.degrees latitude (g = 980.6199 gals.).
 GH0361
 GH0361.The modeled gravity was interpolated from observed gravity values.
 GH0361
 GH0361;                    North         East    Units  Estimated Accuracy
 GH0361;SPC OK N     -   114,140.0     608,050.3     MT  (+/- 3 meters HH1 GPS) 
 GH0361
 GH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9814487679(NAD 83)
 GH0361
 GH0361                          SUPERSEDED SURVEY CONTROL
 GH0361
 GH0361  NGVD 29 (??/??/92)  336.742  (m)         1104.79   (f) ADJ UNCH    1 2
 GH0361
 GH0361.Superseded values are not recommended for survey control.
 GH0361
 GH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0361.See file dsdata.pdf to determine how the superseded data were derived.
 GH0361
 GH0361_MARKER: DD = SURVEY DISK
 GH0361_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0361_STAMPING: 15 A 28 TT 1934
 GH0361_MARK LOGO: CGS+SS
 GH0361_PROJECTION: PROJECTING 6 CENTIMETERS
 GH0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0361
 GH0361  HISTORY     - Date     Condition        Report By
 GH0361  HISTORY     - 1934     MONUMENTED       OKGS
 GH0361  HISTORY     - 1953     GOOD             CGS
 GH0361  HISTORY     - 1955     GOOD             USGS
 GH0361  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0361  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0361
 GH0361                          STATION DESCRIPTION
 GH0361
 GH0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0361'3.5 MI N FROM DOVER.
 GH0361'3.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0361'RAILROAD FROM THE STATION AT DOVER, 3 1/2 POLES SOUTH OF A ROAD
 GH0361'CROSSING, 1 1/2 POLES SOUTH OF MILEPOST 367, 258 FEET SOUTH
 GH0361'OF A SWITCH STAND, 38 FEET EAST OF THE EAST RAIL, 8.4 FEET WEST
 GH0361'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GH0361'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- IT
 GH0361'WAS REPORTED IN JANUARY 1955 THAT THIS MARK IS ALSO 390 FEET SOUTH
 GH0361'OF A ROAD CROSSING.
 GH0361
 GH0361                          STATION RECOVERY (1955)
 GH0361
 GH0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GH0361'RECOVERED IN GOOD CONDITION.
 GH0361
 GH0361                          STATION RECOVERY (1979)
 GH0361
 GH0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0361'MARK NOT FOUND.
 GH0361
 GH0361                          STATION RECOVERY (1985)
 GH0361
 GH0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0361'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0555 ***********************************************************************
 FJ0555  DESIGNATION -  15 A 9
 FJ0555  PID         -  FJ0555
 FJ0555  STATE/COUNTY-  OK/CANADIAN
 FJ0555  COUNTRY     -  US
 FJ0555  USGS QUAD   -  OKARCHE (2018)
 FJ0555
 FJ0555                         *CURRENT SURVEY CONTROL
 FJ0555  ______________________________________________________________________
 FJ0555* NAD 83(1986) POSITION- 35 43 21.80   (N) 097 58 26.42   (W)   HD_HELD1
 FJ0555* NAVD 88 ORTHO HEIGHT -   378.973 (meters)     1243.35  (feet) ADJUSTED
 FJ0555  ______________________________________________________________________
 FJ0555  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 FJ0555  DYNAMIC HEIGHT  -        378.619 (meters)     1242.19  (feet) COMP
 FJ0555  MODELED GRAVITY -    979,688.1   (mgal)                       NAVD 88
 FJ0555
 FJ0555  VERT ORDER      -  FIRST     CLASS II
 FJ0555
 FJ0555.The horizontal coordinates were determined by differentially corrected
 FJ0555.hand held GPS observations or other comparable positioning techniques
 FJ0555.and have an estimated accuracy of +/- 3 meters.
 FJ0555
 FJ0555.The orthometric height was determined by differential leveling and
 FJ0555.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0555.in June 1991.
 FJ0555
 FJ0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0555.GEOID18 height accuracy estimate available here.
 FJ0555
 FJ0555.Click photographs - Photos may exist for this station.
 FJ0555
 FJ0555.The dynamic height is computed by dividing the NAVD 88
 FJ0555.geopotential number by the normal gravity value computed on the
 FJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0555.degrees latitude (g = 980.6199 gals.).
 FJ0555
 FJ0555.The modeled gravity was interpolated from observed gravity values.
 FJ0555
 FJ0555;                    North         East    Units  Estimated Accuracy
 FJ0555;SPC OK N     -    80,188.4     602,351.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0555
 FJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9279453680(NAD 83)
 FJ0555
 FJ0555                          SUPERSEDED SURVEY CONTROL
 FJ0555
 FJ0555  NGVD 29 (??/??/92)  378.823  (m)         1242.86   (f) ADJ UNCH    1 2
 FJ0555
 FJ0555.Superseded values are not recommended for survey control.
 FJ0555
 FJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0555.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0555
 FJ0555_MARKER: DD = SURVEY DISK
 FJ0555_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0555_STAMPING: 15 A 9 1934 TT
 FJ0555_MARK LOGO: CGS+SS
 FJ0555_PROJECTION: FLUSH
 FJ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0555
 FJ0555  HISTORY     - Date     Condition        Report By
 FJ0555  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0555  HISTORY     - 1953     GOOD             CGS
 FJ0555  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0555  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0555
 FJ0555                          STATION DESCRIPTION
 FJ0555
 FJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0555'0.1 MI S FROM OKARCHE.
 FJ0555'0.1 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0555'FROM THE STATION AT OKARCHE, 48.8 FEET EAST OF THE EAST RAIL OF
 FJ0555'THE MAIN TRACK, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FJ0555'SECTION FOREMANS HOUSE, 24 FEET SOUTHWEST OF A POWER POLE, 2
 FJ0555'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FJ0555'WHICH IS FLUSH WITH THE GROUND.
 FJ0555
 FJ0555                          STATION RECOVERY (1971)
 FJ0555
 FJ0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0555'MARK NOT FOUND.
 FJ0555
 FJ0555                          STATION RECOVERY (1985)
 FJ0555
 FJ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0555'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0372 ***********************************************************************
 GH0372  DESIGNATION -  15 B 1 TT
 GH0372  PID         -  GH0372
 GH0372  STATE/COUNTY-  OK/KINGFISHER
 GH0372  COUNTRY     -  US
 GH0372  USGS QUAD   -  HENNESSEY (2018)
 GH0372
 GH0372                         *CURRENT SURVEY CONTROL
 GH0372  ______________________________________________________________________
 GH0372* NAD 83(1986) POSITION- 36 06 22.80   (N) 097 53 56.34   (W)   HD_HELD1
 GH0372* NAVD 88 ORTHO HEIGHT -   353.555 (meters)     1159.96  (feet) POSTED
 GH0372  ______________________________________________________________________
 GH0372  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 GH0372  DYNAMIC HEIGHT  -        353.24  (meters)     1158.9   (feet) COMP
 GH0372  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 GH0372
 GH0372  VERT ORDER      -  * POSTED, SEE BELOW
 GH0372
 GH0372.The horizontal coordinates were determined by differentially corrected
 GH0372.hand held GPS observations or other comparable positioning techniques
 GH0372.and have an estimated accuracy of +/- 3 meters.
 GH0372
 GH0372.The orthometric height was determined by differential leveling
 GH0372.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0372
 GH0372.* This is a POSTED BENCH MARK height.
 GH0372
 GH0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0372.GEOID18 height accuracy estimate available here.
 GH0372
 GH0372.Click photographs - Photos may exist for this station.
 GH0372
 GH0372.The dynamic height is computed by dividing the NAVD 88
 GH0372.geopotential number by the normal gravity value computed on the
 GH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0372.degrees latitude (g = 980.6199 gals.).
 GH0372
 GH0372.The modeled gravity was interpolated from observed gravity values.
 GH0372
 GH0372;                    North         East    Units  Estimated Accuracy
 GH0372;SPC OK N     -   122,755.4     609,095.3     MT  (+/- 3 meters HH1 GPS) 
 GH0372
 GH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9910096303(NAD 83)
 GH0372
 GH0372                          SUPERSEDED SURVEY CONTROL
 GH0372
 GH0372  NGVD 29 (??/??/92)  353.387  (m)         1159.40   (f) ADJ UNCH    1 2
 GH0372
 GH0372.Superseded values are not recommended for survey control.
 GH0372
 GH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0372.See file dsdata.pdf to determine how the superseded data were derived.
 GH0372
 GH0372_MARKER: DD = SURVEY DISK
 GH0372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0372_STAMPING: 15 B 1 TT 1934
 GH0372_MARK LOGO: CGS+SS
 GH0372_PROJECTION: RECESSED 24 CENTIMETERS
 GH0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0372
 GH0372  HISTORY     - Date     Condition        Report By
 GH0372  HISTORY     - 1934     MONUMENTED       OKGS
 GH0372  HISTORY     - 1953     GOOD             CGS
 GH0372  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0372  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0372
 GH0372                          STATION DESCRIPTION
 GH0372
 GH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0372'AT HENNESSEY.
 GH0372'AT HENNESSEY, IN THE CENTER OF THE INTERSECTION OF MAIN STREET
 GH0372'AND 6TH STREET, ST IN THE TOP OF A CONCRETE POST WHICH IS 0.8
 GH0372'FOOT BELOW THE TOP OF THE PAVEMENT AND ACCESS TO WHICH IS HAD
 GH0372'THROUGH AN 8 INCH PIPE.
 GH0372
 GH0372                          STATION RECOVERY (1979)
 GH0372
 GH0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0372'MARK NOT FOUND.
 GH0372
 GH0372                          STATION RECOVERY (1985)
 GH0372
 GH0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0372'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0410 ***********************************************************************
 FJ0410  DESIGNATION -  150
 FJ0410  PID         -  FJ0410
 FJ0410  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0410  COUNTRY     -  US
 FJ0410  USGS QUAD   -  MACOMB (2018)
 FJ0410
 FJ0410                         *CURRENT SURVEY CONTROL
 FJ0410  ______________________________________________________________________
 FJ0410* NAD 83(1986) POSITION- 35 07 33.     (N) 097 02 53.     (W)   SCALED
 FJ0410* NAVD 88 ORTHO HEIGHT -   298.695 (meters)      979.97  (feet) ADJUSTED
 FJ0410  ______________________________________________________________________
 FJ0410  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 FJ0410  DYNAMIC HEIGHT  -        298.407 (meters)      979.02  (feet) COMP
 FJ0410  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 FJ0410
 FJ0410  VERT ORDER      -  SECOND    CLASS 0
 FJ0410
 FJ0410.The horizontal coordinates were scaled from a map and have
 FJ0410.an estimated accuracy of +/- 6 seconds.
 FJ0410
 FJ0410.The orthometric height was determined by differential leveling and
 FJ0410.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0410.in June 1991.
 FJ0410
 FJ0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0410.GEOID18 height accuracy estimate available here.
 FJ0410
 FJ0410.Click photographs - Photos may exist for this station.
 FJ0410
 FJ0410.The dynamic height is computed by dividing the NAVD 88
 FJ0410.geopotential number by the normal gravity value computed on the
 FJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0410.degrees latitude (g = 980.6199 gals.).
 FJ0410
 FJ0410.The modeled gravity was interpolated from observed gravity values.
 FJ0410
 FJ0410;                    North         East    Units  Estimated Accuracy
 FJ0410;SPC OK S     -   199,240.      686,770.      MT  (+/- 180 meters Scaled)
 FJ0410
 FJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD778887(NAD 83)
 FJ0410
 FJ0410                          SUPERSEDED SURVEY CONTROL
 FJ0410
 FJ0410  NGVD 29 (??/??/92)  298.614  (m)          979.70   (f) ADJ UNCH    2 0
 FJ0410
 FJ0410.Superseded values are not recommended for survey control.
 FJ0410
 FJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0410.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0410
 FJ0410_MARKER: Z = SEE DESCRIPTION
 FJ0410_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 FJ0410_SP_SET: RAIL
 FJ0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0410
 FJ0410  HISTORY     - Date     Condition        Report By
 FJ0410  HISTORY     - UNK      MONUMENTED
 FJ0410  HISTORY     - 1934     GOOD             CGS
 FJ0410
 FJ0410                          STATION DESCRIPTION
 FJ0410
 FJ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0410'0.9 MI N FROM TRIBBEY.
 FJ0410'0.9 MILES NORTH OF A.T. AND S.F. RY. STATION, TRIBBEY.  ABOUT
 FJ0410'2 FEET INSIDE THE RIGHT OF WAY OF THE EAST SIDE OF THE TRACK OF
 FJ0410'THE ATCHISON, TOPEKA AND SANTA FE RY., AT MILEPOST 150.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0408 ***********************************************************************
 FJ0408  DESIGNATION -  151
 FJ0408  PID         -  FJ0408
 FJ0408  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0408  COUNTRY     -  US
 FJ0408  USGS QUAD   -  TRIBBEY (2018)
 FJ0408
 FJ0408                         *CURRENT SURVEY CONTROL
 FJ0408  ______________________________________________________________________
 FJ0408* NAD 83(1986) POSITION- 35 06 46.     (N) 097 03 13.     (W)   SCALED
 FJ0408* NAVD 88 ORTHO HEIGHT -   307.563 (meters)     1009.06  (feet) ADJUSTED
 FJ0408  ______________________________________________________________________
 FJ0408  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 FJ0408  DYNAMIC HEIGHT  -        307.266 (meters)     1008.09  (feet) COMP
 FJ0408  MODELED GRAVITY -    979,659.4   (mgal)                       NAVD 88
 FJ0408
 FJ0408  VERT ORDER      -  SECOND    CLASS 0
 FJ0408
 FJ0408.The horizontal coordinates were scaled from a map and have
 FJ0408.an estimated accuracy of +/- 6 seconds.
 FJ0408
 FJ0408.The orthometric height was determined by differential leveling and
 FJ0408.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0408.in June 1991.
 FJ0408
 FJ0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0408.GEOID18 height accuracy estimate available here.
 FJ0408
 FJ0408.Click photographs - Photos may exist for this station.
 FJ0408
 FJ0408.The dynamic height is computed by dividing the NAVD 88
 FJ0408.geopotential number by the normal gravity value computed on the
 FJ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0408.degrees latitude (g = 980.6199 gals.).
 FJ0408
 FJ0408.The modeled gravity was interpolated from observed gravity values.
 FJ0408
 FJ0408;                    North         East    Units  Estimated Accuracy
 FJ0408;SPC OK S     -   197,790.      686,270.      MT  (+/- 180 meters Scaled)
 FJ0408
 FJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD773872(NAD 83)
 FJ0408
 FJ0408                          SUPERSEDED SURVEY CONTROL
 FJ0408
 FJ0408  NGVD 29 (??/??/92)  307.477  (m)         1008.78   (f) ADJ UNCH    2 0
 FJ0408
 FJ0408.Superseded values are not recommended for survey control.
 FJ0408
 FJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0408.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0408
 FJ0408_MARKER: Z = SEE DESCRIPTION
 FJ0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0408_SP_SET: RAIL
 FJ0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0408
 FJ0408  HISTORY     - Date     Condition        Report By
 FJ0408  HISTORY     - UNK      MONUMENTED
 FJ0408  HISTORY     - 1934     GOOD             CGS
 FJ0408
 FJ0408                          STATION DESCRIPTION
 FJ0408
 FJ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0408'AT TRIBBEY.
 FJ0408'AT TRIBBEY ABOUT 2 FEET INSIDE THE RIGHT OF WAY FENCE LINE EAST
 FJ0408'OF THE ATCHISON, TOPEKA AND SANTA FE RY. AT MILEPOST 151.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0406 ***********************************************************************
 FJ0406  DESIGNATION -  153
 FJ0406  PID         -  FJ0406
 FJ0406  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0406  COUNTRY     -  US
 FJ0406  USGS QUAD   -  TRIBBEY (2018)
 FJ0406
 FJ0406                         *CURRENT SURVEY CONTROL
 FJ0406  ______________________________________________________________________
 FJ0406* NAD 83(1986) POSITION- 35 05 06.     (N) 097 03 39.     (W)   SCALED
 FJ0406* NAVD 88 ORTHO HEIGHT -   315.965 (meters)     1036.63  (feet) ADJUSTED
 FJ0406  ______________________________________________________________________
 FJ0406  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 FJ0406  DYNAMIC HEIGHT  -        315.659 (meters)     1035.62  (feet) COMP
 FJ0406  MODELED GRAVITY -    979,657.1   (mgal)                       NAVD 88
 FJ0406
 FJ0406  VERT ORDER      -  SECOND    CLASS 0
 FJ0406
 FJ0406.The horizontal coordinates were scaled from a map and have
 FJ0406.an estimated accuracy of +/- 6 seconds.
 FJ0406
 FJ0406.The orthometric height was determined by differential leveling and
 FJ0406.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0406.in June 1991.
 FJ0406
 FJ0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0406.GEOID18 height accuracy estimate available here.
 FJ0406
 FJ0406.Click photographs - Photos may exist for this station.
 FJ0406
 FJ0406.The dynamic height is computed by dividing the NAVD 88
 FJ0406.geopotential number by the normal gravity value computed on the
 FJ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0406.degrees latitude (g = 980.6199 gals.).
 FJ0406
 FJ0406.The modeled gravity was interpolated from observed gravity values.
 FJ0406
 FJ0406;                    North         East    Units  Estimated Accuracy
 FJ0406;SPC OK S     -   194,700.      685,640.      MT  (+/- 180 meters Scaled)
 FJ0406
 FJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD767841(NAD 83)
 FJ0406
 FJ0406                          SUPERSEDED SURVEY CONTROL
 FJ0406
 FJ0406  NGVD 29 (??/??/92)  315.876  (m)         1036.34   (f) ADJ UNCH    2 0
 FJ0406
 FJ0406.Superseded values are not recommended for survey control.
 FJ0406
 FJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0406.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0406
 FJ0406_MARKER: Z = SEE DESCRIPTION
 FJ0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0406_SP_SET: RAIL
 FJ0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0406
 FJ0406  HISTORY     - Date     Condition        Report By
 FJ0406  HISTORY     - UNK      MONUMENTED
 FJ0406  HISTORY     - 1934     GOOD             CGS
 FJ0406
 FJ0406                          STATION DESCRIPTION
 FJ0406
 FJ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0406'2.1 MI SW FROM TRIBBEY.
 FJ0406'2.1 MILES SOUTHWEST OF A.T. AND S.F. RY. STATION, TRIBBEY ABOUT
 FJ0406'2 FEET INSIDE THE RIGHT OF WAY FENCE OF THE EAST SIDE OF THE
 FJ0406'ATCHISON, TOPEKA AND SANTA FE RY., MILEPOST 153.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0405 ***********************************************************************
 FJ0405  DESIGNATION -  154
 FJ0405  PID         -  FJ0405
 FJ0405  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0405  COUNTRY     -  US
 FJ0405  USGS QUAD   -  TRIBBEY (2018)
 FJ0405
 FJ0405                         *CURRENT SURVEY CONTROL
 FJ0405  ______________________________________________________________________
 FJ0405* NAD 83(1986) POSITION- 35 04 15.     (N) 097 03 45.     (W)   SCALED
 FJ0405* NAVD 88 ORTHO HEIGHT -   306.405 (meters)     1005.26  (feet) ADJUSTED
 FJ0405  ______________________________________________________________________
 FJ0405  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 FJ0405  DYNAMIC HEIGHT  -        306.108 (meters)     1004.29  (feet) COMP
 FJ0405  MODELED GRAVITY -    979,656.2   (mgal)                       NAVD 88
 FJ0405
 FJ0405  VERT ORDER      -  SECOND    CLASS 0
 FJ0405
 FJ0405.The horizontal coordinates were scaled from a map and have
 FJ0405.an estimated accuracy of +/- 6 seconds.
 FJ0405
 FJ0405.The orthometric height was determined by differential leveling and
 FJ0405.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0405.in June 1991.
 FJ0405
 FJ0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0405.GEOID18 height accuracy estimate available here.
 FJ0405
 FJ0405.Click photographs - Photos may exist for this station.
 FJ0405
 FJ0405.The dynamic height is computed by dividing the NAVD 88
 FJ0405.geopotential number by the normal gravity value computed on the
 FJ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0405.degrees latitude (g = 980.6199 gals.).
 FJ0405
 FJ0405.The modeled gravity was interpolated from observed gravity values.
 FJ0405
 FJ0405;                    North         East    Units  Estimated Accuracy
 FJ0405;SPC OK S     -   193,130.      685,510.      MT  (+/- 180 meters Scaled)
 FJ0405
 FJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD766826(NAD 83)
 FJ0405
 FJ0405                          SUPERSEDED SURVEY CONTROL
 FJ0405
 FJ0405  NGVD 29 (??/??/92)  306.318  (m)         1004.98   (f) ADJ UNCH    2 0
 FJ0405
 FJ0405.Superseded values are not recommended for survey control.
 FJ0405
 FJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0405.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0405
 FJ0405_MARKER: Z = SEE DESCRIPTION
 FJ0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0405_SP_SET: RAIL
 FJ0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0405
 FJ0405  HISTORY     - Date     Condition        Report By
 FJ0405  HISTORY     - UNK      MONUMENTED
 FJ0405  HISTORY     - 1934     GOOD             CGS
 FJ0405
 FJ0405                          STATION DESCRIPTION
 FJ0405
 FJ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0405'2.5 MI N FROM TROUSDALE.
 FJ0405'2.8 MILES NORTH OF A.T. AND S.F. RY. STATION, TROUTSDALE ABOUT 2
 FJ0405'FEET INSIDE THE RIGHT OF WAY FENCE LINE EAST OF THE ATCHISON,
 FJ0405'TOPEKA AND SANTA FE RY.  TRACK MILEPOST 154.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0403 ***********************************************************************
 FJ0403  DESIGNATION -  156
 FJ0403  PID         -  FJ0403
 FJ0403  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0403  COUNTRY     -  US
 FJ0403  USGS QUAD   -  TRIBBEY (2018)
 FJ0403
 FJ0403                         *CURRENT SURVEY CONTROL
 FJ0403  ______________________________________________________________________
 FJ0403* NAD 83(1986) POSITION- 35 02 50.     (N) 097 02 52.     (W)   SCALED
 FJ0403* NAVD 88 ORTHO HEIGHT -   291.020 (meters)      954.79  (feet) ADJUSTED
 FJ0403  ______________________________________________________________________
 FJ0403  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 FJ0403  DYNAMIC HEIGHT  -        290.738 (meters)      953.86  (feet) COMP
 FJ0403  MODELED GRAVITY -    979,655.8   (mgal)                       NAVD 88
 FJ0403
 FJ0403  VERT ORDER      -  SECOND    CLASS 0
 FJ0403
 FJ0403.The horizontal coordinates were scaled from a map and have
 FJ0403.an estimated accuracy of +/- 6 seconds.
 FJ0403
 FJ0403.The orthometric height was determined by differential leveling and
 FJ0403.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0403.in June 1991.
 FJ0403
 FJ0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0403.GEOID18 height accuracy estimate available here.
 FJ0403
 FJ0403.Click photographs - Photos may exist for this station.
 FJ0403
 FJ0403.The dynamic height is computed by dividing the NAVD 88
 FJ0403.geopotential number by the normal gravity value computed on the
 FJ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0403.degrees latitude (g = 980.6199 gals.).
 FJ0403
 FJ0403.The modeled gravity was interpolated from observed gravity values.
 FJ0403
 FJ0403;                    North         East    Units  Estimated Accuracy
 FJ0403;SPC OK S     -   190,520.      686,870.      MT  (+/- 180 meters Scaled)
 FJ0403
 FJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD780800(NAD 83)
 FJ0403
 FJ0403                          SUPERSEDED SURVEY CONTROL
 FJ0403
 FJ0403  NGVD 29 (??/??/92)  290.938  (m)          954.52   (f) ADJ UNCH    2 0
 FJ0403
 FJ0403.Superseded values are not recommended for survey control.
 FJ0403
 FJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0403.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0403
 FJ0403_MARKER: Z = SEE DESCRIPTION
 FJ0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0403_SP_SET: RAIL
 FJ0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0403
 FJ0403  HISTORY     - Date     Condition        Report By
 FJ0403  HISTORY     - UNK      MONUMENTED
 FJ0403  HISTORY     - 1934     GOOD             CGS
 FJ0403
 FJ0403                          STATION DESCRIPTION
 FJ0403
 FJ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0403'AT TROUSDALE.
 FJ0403'AT TROUTSDALE ABOUT 2 FEET INSIDE THE RIGHT OF WAY FENCE OF THE
 FJ0403'ATCHISON, TOPEKA AND SANTA FE RY. EAST OF THE TRACK, MILEPOST
 FJ0403'156.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0401 ***********************************************************************
 FJ0401  DESIGNATION -  157
 FJ0401  PID         -  FJ0401
 FJ0401  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0401  COUNTRY     -  US
 FJ0401  USGS QUAD   -  TRIBBEY (2018)
 FJ0401
 FJ0401                         *CURRENT SURVEY CONTROL
 FJ0401  ______________________________________________________________________
 FJ0401* NAD 83(1986) POSITION- 35 02 12.     (N) 097 02 11.     (W)   SCALED
 FJ0401* NAVD 88 ORTHO HEIGHT -   294.977 (meters)      967.77  (feet) ADJUSTED
 FJ0401  ______________________________________________________________________
 FJ0401  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 FJ0401  DYNAMIC HEIGHT  -        294.691 (meters)      966.83  (feet) COMP
 FJ0401  MODELED GRAVITY -    979,656.0   (mgal)                       NAVD 88
 FJ0401
 FJ0401  VERT ORDER      -  SECOND    CLASS 0
 FJ0401
 FJ0401.The horizontal coordinates were scaled from a map and have
 FJ0401.an estimated accuracy of +/- 6 seconds.
 FJ0401
 FJ0401.The orthometric height was determined by differential leveling and
 FJ0401.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0401.in June 1991.
 FJ0401
 FJ0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0401.GEOID18 height accuracy estimate available here.
 FJ0401
 FJ0401.Click photographs - Photos may exist for this station.
 FJ0401
 FJ0401.The dynamic height is computed by dividing the NAVD 88
 FJ0401.geopotential number by the normal gravity value computed on the
 FJ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0401.degrees latitude (g = 980.6199 gals.).
 FJ0401
 FJ0401.The modeled gravity was interpolated from observed gravity values.
 FJ0401
 FJ0401;                    North         East    Units  Estimated Accuracy
 FJ0401;SPC OK S     -   189,360.      687,920.      MT  (+/- 180 meters Scaled)
 FJ0401
 FJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD791788(NAD 83)
 FJ0401
 FJ0401                          SUPERSEDED SURVEY CONTROL
 FJ0401
 FJ0401  NGVD 29 (??/??/92)  294.893  (m)          967.49   (f) ADJ UNCH    2 0
 FJ0401
 FJ0401.Superseded values are not recommended for survey control.
 FJ0401
 FJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0401.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0401
 FJ0401_MARKER: Z = SEE DESCRIPTION
 FJ0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0401_SP_SET: RAIL
 FJ0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0401
 FJ0401  HISTORY     - Date     Condition        Report By
 FJ0401  HISTORY     - UNK      MONUMENTED
 FJ0401  HISTORY     - 1934     GOOD             CGS
 FJ0401
 FJ0401                          STATION DESCRIPTION
 FJ0401
 FJ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0401'0.5 MI S FROM TROUSDALE.
 FJ0401'0.5 MILES SOUTH OF A.T. AND S.F. RY. STATION, TROUSDALE ABOUT
 FJ0401'2 FEET INSIDE THE RIGHT OF WAY FENCE OF THE EAST SIDE OF THE
 FJ0401'ATCHISON, TOPEKA AND SANTA FE RY. MILEPOST 157.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0398 ***********************************************************************
 FJ0398  DESIGNATION -  159
 FJ0398  PID         -  FJ0398
 FJ0398  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0398  COUNTRY     -  US
 FJ0398  USGS QUAD   -  TRIBBEY (2018)
 FJ0398
 FJ0398                         *CURRENT SURVEY CONTROL
 FJ0398  ______________________________________________________________________
 FJ0398* NAD 83(1986) POSITION- 35 00 33.     (N) 097 02 42.     (W)   SCALED
 FJ0398* NAVD 88 ORTHO HEIGHT -   313.796 (meters)     1029.51  (feet) ADJUSTED
 FJ0398  ______________________________________________________________________
 FJ0398  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 FJ0398  DYNAMIC HEIGHT  -        313.491 (meters)     1028.51  (feet) COMP
 FJ0398  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 FJ0398
 FJ0398  VERT ORDER      -  SECOND    CLASS 0
 FJ0398
 FJ0398.The horizontal coordinates were scaled from a map and have
 FJ0398.an estimated accuracy of +/- 6 seconds.
 FJ0398
 FJ0398.The orthometric height was determined by differential leveling and
 FJ0398.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0398.in June 1991.
 FJ0398
 FJ0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0398.GEOID18 height accuracy estimate available here.
 FJ0398
 FJ0398.Click photographs - Photos may exist for this station.
 FJ0398
 FJ0398.The dynamic height is computed by dividing the NAVD 88
 FJ0398.geopotential number by the normal gravity value computed on the
 FJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0398.degrees latitude (g = 980.6199 gals.).
 FJ0398
 FJ0398.The modeled gravity was interpolated from observed gravity values.
 FJ0398
 FJ0398;                    North         East    Units  Estimated Accuracy
 FJ0398;SPC OK S     -   186,300.      687,170.      MT  (+/- 180 meters Scaled)
 FJ0398
 FJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD783758(NAD 83)
 FJ0398
 FJ0398                          SUPERSEDED SURVEY CONTROL
 FJ0398
 FJ0398  NGVD 29 (??/??/92)  313.707  (m)         1029.22   (f) ADJ UNCH    2 0
 FJ0398
 FJ0398.Superseded values are not recommended for survey control.
 FJ0398
 FJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0398.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0398
 FJ0398_MARKER: Z = SEE DESCRIPTION
 FJ0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0398_SP_SET: RAIL
 FJ0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0398
 FJ0398  HISTORY     - Date     Condition        Report By
 FJ0398  HISTORY     - UNK      MONUMENTED
 FJ0398  HISTORY     - 1934     GOOD             CGS
 FJ0398
 FJ0398                          STATION DESCRIPTION
 FJ0398
 FJ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0398'2.5 MI SE FROM TROUSDALE.
 FJ0398'2.5 MILES SOUTHEAST OF A.T. AND S.F.RY. STA. TROUSDALE ABOUT 2
 FJ0398'FEET INSIDE THE RIGHT OF WAY FENCE EAST OF THE ATCHISON, TOPEKA
 FJ0398'AND SANTA FE RY. MILEPOST 159.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9280 ***********************************************************************
 AC9280  DESIGNATION -  16 RDY
 AC9280  PID         -  AC9280
 AC9280  STATE/COUNTY-  OK/SEQUOYAH
 AC9280  COUNTRY     -  US
 AC9280  USGS QUAD   -  SALLISAW (2019)
 AC9280
 AC9280                         *CURRENT SURVEY CONTROL
 AC9280  ______________________________________________________________________
 AC9280* NAD 83(1986) POSITION- 35 26 15.     (N) 094 48 19.     (W)   SCALED
 AC9280* NAVD 88 ORTHO HEIGHT -   157.943 (meters)      518.18  (feet) ADJUSTED
 AC9280  ______________________________________________________________________
 AC9280  GEOID HEIGHT    -        -30.059 (meters)                     GEOID18
 AC9280  DYNAMIC HEIGHT  -        157.795 (meters)      517.70  (feet) COMP
 AC9280  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 AC9280
 AC9280  VERT ORDER      -  FIRST     CLASS II
 AC9280
 AC9280.This mark is at Sallisaw Municipal Airport (2M3)
 AC9280
 AC9280.The horizontal coordinates were scaled from a map and have
 AC9280.an estimated accuracy of +/- 6 seconds.
 AC9280
 AC9280.The orthometric height was determined by differential leveling and
 AC9280.adjusted by the NATIONAL GEODETIC SURVEY
 AC9280.in July 2002.
 AC9280
 AC9280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9280.GEOID18 height accuracy estimate available here.
 AC9280
 AC9280.Click photographs - Photos may exist for this station.
 AC9280
 AC9280.The dynamic height is computed by dividing the NAVD 88
 AC9280.geopotential number by the normal gravity value computed on the
 AC9280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9280.degrees latitude (g = 980.6199 gals.).
 AC9280
 AC9280.The modeled gravity was interpolated from observed gravity values.
 AC9280
 AC9280;                    North         East    Units  Estimated Accuracy
 AC9280;SPC OK N     -    53,320.      890,040.      MT  (+/- 180 meters Scaled)
 AC9280
 AC9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV361230(NAD 83)
 AC9280
 AC9280                          SUPERSEDED SURVEY CONTROL
 AC9280
 AC9280.No superseded survey control is available for this station.
 AC9280
 AC9280_MARKER: DD = SURVEY DISK
 AC9280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9280_STAMPING: 16 RDY 1964
 AC9280_MARK LOGO: USGS
 AC9280_PROJECTION: FLUSH
 AC9280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9280+STABILITY: SURFACE MOTION
 AC9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9280+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AC9280
 AC9280  HISTORY     - Date     Condition        Report By
 AC9280  HISTORY     - 1964     MONUMENTED       USGS
 AC9280  HISTORY     - 19970401 GOOD             NGS
 AC9280
 AC9280                          STATION DESCRIPTION
 AC9280
 AC9280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9280'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION OF
 AC9280'INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , NEAR THE CENTER OF THE
 AC9280'SALLISAW MUNICIPAL AIRPORT BEACON, 50.2 M (164.7 FT) SOUTH OF THE
 AC9280'CENTER OF A DRIVEWAY LEADING TO THE AIRPORT, 24.7 M (81.0 FT) EAST OF
 AC9280'THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) NORTHWEST OF THE SOUTHWEST
 AC9280'CORNER OF A HANGAR, 1.7 M (5.6 FT) NORTHEAST OF THE SOUTHWEST LEG OF
 AC9280'THE TOWER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 AC9280'MONUMENT IS FLUSH WITH THE GOUND SURFACE.  NOTE--THE MONUMENT IS ON
 AC9280'PROPERTY OWNED BY THE SALLISAW MUNICIPAL AIRPORT, HC-61, BOX 7-1,
 AC9280'SALLISAW, OK 74955, TELEPHONE NUMBER (918) 775-2363.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0788 ***********************************************************************
 GG0788  DESIGNATION -  16 RGS
 GG0788  PID         -  GG0788
 GG0788  STATE/COUNTY-  OK/ROGERS
 GG0788  COUNTRY     -  US
 GG0788  USGS QUAD   -  NEODESHA (2019)
 GG0788
 GG0788                         *CURRENT SURVEY CONTROL
 GG0788  ______________________________________________________________________
 GG0788* NAD 83(1993) POSITION- 36 07 08.37137(N) 095 29 00.78639(W)   ADJUSTED
 GG0788* NAVD 88 ORTHO HEIGHT -   189.3   (meters)      621.    (feet) VERTCON3
 GG0788  ______________________________________________________________________
 GG0788  GEOID HEIGHT    -        -29.220 (meters)                     GEOID18
 GG0788  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 GG0788  HORZ ORDER      -  SECOND
 GG0788
 GG0788.The horizontal coordinates were established by classical geodetic methods
 GG0788.and adjusted by the National Geodetic Survey in November 1994.
 GG0788
 GG0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0788
 GG0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0788.GEOID18 height accuracy estimate available here.
 GG0788
 GG0788.Click photographs - Photos may exist for this station.
 GG0788
 GG0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0788
 GG0788. The following values were computed from the NAD 83(1993) position.
 GG0788
 GG0788;                    North         East     Units Scale Factor Converg.
 GG0788;SPC OK N     -   127,090.963   826,513.259   MT  0.99994576   +1 29 06.3
 GG0788;SPC OK N     -   416,964.27  2,711,652.25   sFT  0.99994576   +1 29 06.3
 GG0788;UTM  15      - 4,000,003.180   276,478.588   MT  1.00021565   -1 27 52.5
 GG0788
 GG0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0788!SPC OK N     -   0.99997488  x   0.99994576  =   0.99992064
 GG0788!UTM  15      -   0.99997488  x   1.00021565  =   1.00019052
 GG0788
 GG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7647800003(NAD 83)
 GG0788
 GG0788                          SUPERSEDED SURVEY CONTROL
 GG0788
 GG0788  NAD 83(1986)-  36 07 08.39544(N)    095 29 00.77137(W) AD(       ) 2
 GG0788  NAD 27      -  36 07 08.03352(N)    095 28 59.86264(W) AD(       ) 2
 GG0788  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 GG0788
 GG0788.Superseded values are not recommended for survey control.
 GG0788
 GG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0788.See file dsdata.pdf to determine how the superseded data were derived.
 GG0788
 GG0788_MARKER: DD = SURVEY DISK
 GG0788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0788_STAMPING: 16 RGS 1968
 GG0788_MARK LOGO: USGS
 GG0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0788
 GG0788  HISTORY     - Date     Condition        Report By
 GG0788  HISTORY     - 1968     MONUMENTED       USGS
 GG0788
 GG0788                          STATION DESCRIPTION
 GG0788
 GG0788'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 GG0788'THE MARK IS LOCATED ABOUT 9.1 MI (14.7 KM) WEST-SOUTHWEST OF CHOUTEAU,
 GG0788'5.7 MI (9.2 KM) NORTH-NORTHWEST OF NEODESHA AND 2.6 MI (4.2 KM)
 GG0788'SOUTH-SOUTHEAST OF INOLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0246 ***********************************************************************
 FH0246  DESIGNATION -  16528+20
 FH0246  PID         -  FH0246
 FH0246  STATE/COUNTY-  OK/LE FLORE
 FH0246  COUNTRY     -  US
 FH0246  USGS QUAD   -  SPIRO (2018)
 FH0246
 FH0246                         *CURRENT SURVEY CONTROL
 FH0246  ______________________________________________________________________
 FH0246* NAD 83(1986) POSITION- 35 14 24.     (N) 094 36 06.     (W)   SCALED
 FH0246* NAVD 88 ORTHO HEIGHT -   151.781 (meters)      497.97  (feet) ADJUSTED
 FH0246  ______________________________________________________________________
 FH0246  GEOID HEIGHT    -        -30.789 (meters)                     GEOID18
 FH0246  DYNAMIC HEIGHT  -        151.634 (meters)      497.49  (feet) COMP
 FH0246  MODELED GRAVITY -    979,663.0   (mgal)                       NAVD 88
 FH0246
 FH0246  VERT ORDER      -  FIRST     CLASS II
 FH0246
 FH0246.The horizontal coordinates were scaled from a map and have
 FH0246.an estimated accuracy of +/- 6 seconds.
 FH0246
 FH0246.The orthometric height was determined by differential leveling and
 FH0246.adjusted by the NATIONAL GEODETIC SURVEY
 FH0246.in June 1991.
 FH0246
 FH0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0246.GEOID18 height accuracy estimate available here.
 FH0246
 FH0246.Click photographs - Photos may exist for this station.
 FH0246
 FH0246.The dynamic height is computed by dividing the NAVD 88
 FH0246.geopotential number by the normal gravity value computed on the
 FH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0246.degrees latitude (g = 980.6199 gals.).
 FH0246
 FH0246.The modeled gravity was interpolated from observed gravity values.
 FH0246
 FH0246;                    North         East    Units  Estimated Accuracy
 FH0246;SPC OK S     -   216,710.      909,260.      MT  (+/- 180 meters Scaled)
 FH0246
 FH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV542008(NAD 83)
 FH0246
 FH0246                          SUPERSEDED SURVEY CONTROL
 FH0246
 FH0246  NGVD 29 (??/??/92)  151.679  (m)          497.63   (f) ADJ UNCH    1 2
 FH0246
 FH0246.Superseded values are not recommended for survey control.
 FH0246
 FH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0246.See file dsdata.pdf to determine how the superseded data were derived.
 FH0246
 FH0246_MARKER: DB = BENCH MARK DISK
 FH0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0246_SP_SET: RAIL
 FH0246_STAMPING: P 4 1933
 FH0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0246
 FH0246  HISTORY     - Date     Condition        Report By
 FH0246  HISTORY     - 1933     MONUMENTED       CGS
 FH0246  HISTORY     - 20150309 MARK NOT FOUND   GEOCAC
 FH0246
 FH0246                          STATION DESCRIPTION
 FH0246
 FH0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0246'1.5 MI E FROM SPIRO.
 FH0246'1.5 MILES EAST ALONG THE ABANDONED KANSAS CITY SOUTHERN RAILWAY
 FH0246'FROM SPIRO, LE FLORE COUNTY, 15 INCHES HIGHER THAN THE GROUND.
 FH0246'THE TOP OF A SECTION OF RAIL SET VERTICALLY.
 FH0246
 FH0246                          STATION RECOVERY (2015)
 FH0246
 FH0246'RECOVERY NOTE BY GEOCACHING 2015 (LPC)
 FH0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0538 ***********************************************************************
 FH0538  DESIGNATION -  17
 FH0538  PID         -  FH0538
 FH0538  STATE/COUNTY-  OK/MUSKOGEE
 FH0538  COUNTRY     -  US
 FH0538  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0538
 FH0538                         *CURRENT SURVEY CONTROL
 FH0538  ______________________________________________________________________
 FH0538* NAD 83(1986) POSITION- 35 47 02.     (N) 095 23 38.     (W)   SCALED
 FH0538* NAVD 88 ORTHO HEIGHT -   173.755 (meters)      570.06  (feet) ADJUSTED
 FH0538  ______________________________________________________________________
 FH0538  GEOID HEIGHT    -        -29.437 (meters)                     GEOID18
 FH0538  DYNAMIC HEIGHT  -        173.599 (meters)      569.55  (feet) COMP
 FH0538  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 FH0538
 FH0538  VERT ORDER      -  SECOND    CLASS 0
 FH0538
 FH0538.The horizontal coordinates were scaled from a map and have
 FH0538.an estimated accuracy of +/- 6 seconds.
 FH0538
 FH0538.The orthometric height was determined by differential leveling and
 FH0538.adjusted by the NATIONAL GEODETIC SURVEY
 FH0538.in June 1991.
 FH0538
 FH0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0538.GEOID18 height accuracy estimate available here.
 FH0538
 FH0538.Click photographs - Photos may exist for this station.
 FH0538
 FH0538.The dynamic height is computed by dividing the NAVD 88
 FH0538.geopotential number by the normal gravity value computed on the
 FH0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0538.degrees latitude (g = 980.6199 gals.).
 FH0538
 FH0538.The modeled gravity was interpolated from observed gravity values.
 FH0538
 FH0538;                    North         East    Units  Estimated Accuracy
 FH0538;SPC OK N     -    90,140.      835,580.      MT  (+/- 180 meters Scaled)
 FH0538
 FH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV836626(NAD 83)
 FH0538
 FH0538                          SUPERSEDED SURVEY CONTROL
 FH0538
 FH0538  NGVD 29 (??/??/92)  173.642  (m)          569.69   (f) ADJ UNCH    2 0
 FH0538
 FH0538.Superseded values are not recommended for survey control.
 FH0538
 FH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0538.See file dsdata.pdf to determine how the superseded data were derived.
 FH0538
 FH0538_MARKER: DD = SURVEY DISK
 FH0538_STAMPING: 17
 FH0538_MARK LOGO: USACE
 FH0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0538
 FH0538  HISTORY     - Date     Condition        Report By
 FH0538  HISTORY     - UNK      MONUMENTED       USACE
 FH0538  HISTORY     - 1960     GOOD             CGS
 FH0538
 FH0538                          STATION DESCRIPTION
 FH0538
 FH0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0538'4.5 MI N FROM MUSKOGEE.
 FH0538'TO REACH THIS MARK FOR THE JUNCTION OF U.S. HIGHWAY 62 AND U.S.
 FH0538'62 BUSINESS ROUTE, AT THE NORTH EDGE OF MUSKOGEE, GO NORTH
 FH0538'FOR 1.0 MILE TO CROSSROADS, TURN LEFT AND GO WEST FOR 2.0
 FH0538'MILES TO THE HELMERS SCHOOL AND MARK IN SOUTHEAST CORNER OF THE
 FH0538'SCHOOL GROUNDS.  IT IS 1 1/2 FEET NORTHWEST OF THE IRON CORNER
 FH0538'POST AT THE SOUTHEAST CORNER OF THE SCHOOL YARD AND IS ABOUT
 FH0538'2 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0153 ***********************************************************************
 FH0153  DESIGNATION -  17055+20
 FH0153  PID         -  FH0153
 FH0153  STATE/COUNTY-  OK/LE FLORE
 FH0153  COUNTRY     -  US
 FH0153  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0153
 FH0153                         *CURRENT SURVEY CONTROL
 FH0153  ______________________________________________________________________
 FH0153* NAD 83(1986) POSITION- 35 19 51.     (N) 094 28 10.     (W)   SCALED
 FH0153* NAVD 88 ORTHO HEIGHT -   127.917 (meters)      419.67  (feet) ADJUSTED
 FH0153  ______________________________________________________________________
 FH0153  GEOID HEIGHT    -        -30.368 (meters)                     GEOID18
 FH0153  DYNAMIC HEIGHT  -        127.796 (meters)      419.28  (feet) COMP
 FH0153  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 FH0153
 FH0153  VERT ORDER      -  FIRST     CLASS II
 FH0153
 FH0153.The horizontal coordinates were scaled from a map and have
 FH0153.an estimated accuracy of +/- 6 seconds.
 FH0153
 FH0153.The orthometric height was determined by differential leveling and
 FH0153.adjusted by the NATIONAL GEODETIC SURVEY
 FH0153.in June 1991.
 FH0153
 FH0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0153.GEOID18 height accuracy estimate available here.
 FH0153
 FH0153.Click photographs - Photos may exist for this station.
 FH0153
 FH0153.The dynamic height is computed by dividing the NAVD 88
 FH0153.geopotential number by the normal gravity value computed on the
 FH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0153.degrees latitude (g = 980.6199 gals.).
 FH0153
 FH0153.The modeled gravity was interpolated from observed gravity values.
 FH0153
 FH0153;                    North         East    Units  Estimated Accuracy
 FH0153;SPC OK S     -   227,190.      920,940.      MT  (+/- 180 meters Scaled)
 FH0153
 FH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV664107(NAD 83)
 FH0153
 FH0153                          SUPERSEDED SURVEY CONTROL
 FH0153
 FH0153  NGVD 29 (??/??/92)  127.824  (m)          419.37   (f) ADJ UNCH    1 2
 FH0153
 FH0153.Superseded values are not recommended for survey control.
 FH0153
 FH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0153.See file dsdata.pdf to determine how the superseded data were derived.
 FH0153
 FH0153_MARKER: Z = SEE DESCRIPTION
 FH0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0153_SP_SET: RAIL
 FH0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0153
 FH0153  HISTORY     - Date     Condition        Report By
 FH0153  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0153  HISTORY     - 1933     GOOD             CGS
 FH0153  HISTORY     - 1947     POOR             CGS
 FH0153
 FH0153                          STATION DESCRIPTION
 FH0153
 FH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0153'3.5 MI NE FROM BRADEN.
 FH0153'3.5 MILES NORTHEAST ALONG THE ABANDONED KANSAS CITY SOUTHERN
 FH0153'RAILWAY FROM BRADEN, LE FLORE COUNTY, 40 FEET EAST OF THE
 FH0153'OLD ROADBED, IN A PLOWED FIELD, AND FLUSH WITH THE GROUND.
 FH0153'THE TOP OF A SECTION OF RAIL SET VERTICALLY.  NOTE-- THE SECTION
 FH0153'OF RAIL IS LOOSE BY BEING HIT WITH PLOWS.
 FH0153
 FH0153                          STATION RECOVERY (1947)
 FH0153
 FH0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 FH0153'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0152 ***********************************************************************
 FH0152  DESIGNATION -  17107+85
 FH0152  PID         -  FH0152
 FH0152  STATE/COUNTY-  OK/LE FLORE
 FH0152  COUNTRY     -  US
 FH0152  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0152
 FH0152                         *CURRENT SURVEY CONTROL
 FH0152  ______________________________________________________________________
 FH0152* NAD 83(1986) POSITION- 35 20 40.     (N) 094 27 41.     (W)   SCALED
 FH0152* NAVD 88 ORTHO HEIGHT -   126.887 (meters)      416.30  (feet) ADJUSTED
 FH0152  ______________________________________________________________________
 FH0152  GEOID HEIGHT    -        -30.310 (meters)                     GEOID18
 FH0152  DYNAMIC HEIGHT  -        126.767 (meters)      415.90  (feet) COMP
 FH0152  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 FH0152
 FH0152  VERT ORDER      -  FIRST     CLASS II
 FH0152
 FH0152.The horizontal coordinates were scaled from a map and have
 FH0152.an estimated accuracy of +/- 6 seconds.
 FH0152
 FH0152.The orthometric height was determined by differential leveling and
 FH0152.adjusted by the NATIONAL GEODETIC SURVEY
 FH0152.in June 1991.
 FH0152
 FH0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0152.GEOID18 height accuracy estimate available here.
 FH0152
 FH0152.Click photographs - Photos may exist for this station.
 FH0152
 FH0152.The dynamic height is computed by dividing the NAVD 88
 FH0152.geopotential number by the normal gravity value computed on the
 FH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0152.degrees latitude (g = 980.6199 gals.).
 FH0152
 FH0152.The modeled gravity was interpolated from observed gravity values.
 FH0152
 FH0152;                    North         East    Units  Estimated Accuracy
 FH0152;SPC OK S     -   228,730.      921,620.      MT  (+/- 180 meters Scaled)
 FH0152
 FH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV672122(NAD 83)
 FH0152
 FH0152                          SUPERSEDED SURVEY CONTROL
 FH0152
 FH0152  NGVD 29 (??/??/92)  126.795  (m)          415.99   (f) ADJ UNCH    1 2
 FH0152
 FH0152.Superseded values are not recommended for survey control.
 FH0152
 FH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0152.See file dsdata.pdf to determine how the superseded data were derived.
 FH0152
 FH0152_MARKER: Z = SEE DESCRIPTION
 FH0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0152_SP_SET: RAIL
 FH0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0152
 FH0152  HISTORY     - Date     Condition        Report By
 FH0152  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0152  HISTORY     - 1933     GOOD             CGS
 FH0152  HISTORY     - 1947     MARK NOT FOUND   CGS
 FH0152
 FH0152                          STATION DESCRIPTION
 FH0152
 FH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0152'4.1 MI SW FROM FORT SMITH.
 FH0152'IN LE FLORE COUNTY, OKLAHOMA, 4.1 MILES SOUTHWEST ALONG THE
 FH0152'ABANDONED KANSAS CITY SOUTHERN RAILWAY FROM THE STATION AT
 FH0152'FORT SMITH, SEBASTIAN COUNTY, ARKANSAS, 40 FEET EAST OF THE
 FH0152'OLD ROADBED, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  THE
 FH0152'TOP OF A SECTION OF RAIL SET VERTICALLY.
 FH0152
 FH0152                          STATION RECOVERY (1947)
 FH0152
 FH0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 FH0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0150 ***********************************************************************
 FH0150  DESIGNATION -  17211+55
 FH0150  PID         -  FH0150
 FH0150  STATE/COUNTY-  OK/LE FLORE
 FH0150  COUNTRY     -  US
 FH0150  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0150
 FH0150                         *CURRENT SURVEY CONTROL
 FH0150  ______________________________________________________________________
 FH0150* NAD 83(1986) POSITION- 35 21 51.     (N) 094 26 39.     (W)   SCALED
 FH0150* NAVD 88 ORTHO HEIGHT -   124.807 (meters)      409.47  (feet) ADJUSTED
 FH0150  ______________________________________________________________________
 FH0150  GEOID HEIGHT    -        -30.220 (meters)                     GEOID18
 FH0150  DYNAMIC HEIGHT  -        124.689 (meters)      409.08  (feet) COMP
 FH0150  MODELED GRAVITY -    979,689.7   (mgal)                       NAVD 88
 FH0150
 FH0150  VERT ORDER      -  FIRST     CLASS II
 FH0150
 FH0150.The horizontal coordinates were scaled from a map and have
 FH0150.an estimated accuracy of +/- 6 seconds.
 FH0150
 FH0150.The orthometric height was determined by differential leveling and
 FH0150.adjusted by the NATIONAL GEODETIC SURVEY
 FH0150.in June 1991.
 FH0150
 FH0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0150.GEOID18 height accuracy estimate available here.
 FH0150
 FH0150.Click photographs - Photos may exist for this station.
 FH0150
 FH0150.The dynamic height is computed by dividing the NAVD 88
 FH0150.geopotential number by the normal gravity value computed on the
 FH0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0150.degrees latitude (g = 980.6199 gals.).
 FH0150
 FH0150.The modeled gravity was interpolated from observed gravity values.
 FH0150
 FH0150;                    North         East    Units  Estimated Accuracy
 FH0150;SPC OK S     -   230,970.      923,100.      MT  (+/- 180 meters Scaled)
 FH0150
 FH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV687143(NAD 83)
 FH0150
 FH0150                          SUPERSEDED SURVEY CONTROL
 FH0150
 FH0150  NGVD 29 (??/??/92)  124.716  (m)          409.17   (f) ADJ UNCH    1 2
 FH0150
 FH0150.Superseded values are not recommended for survey control.
 FH0150
 FH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0150.See file dsdata.pdf to determine how the superseded data were derived.
 FH0150
 FH0150_MARKER: Z = SEE DESCRIPTION
 FH0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0150_SP_SET: RAIL
 FH0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0150
 FH0150  HISTORY     - Date     Condition        Report By
 FH0150  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0150  HISTORY     - 1933     GOOD             CGS
 FH0150  HISTORY     - 1947     MARK NOT FOUND   CGS
 FH0150
 FH0150                          STATION DESCRIPTION
 FH0150
 FH0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0150'2.1 MI W FROM FORT SMITH.
 FH0150'IN LE FLORE COUNTY, OKLAHOMA, 2.1 MILES WEST ALONG THE ABANDONED
 FH0150'KANSAS CITY SOUTHERN RAILWAY FROM THE STATION AT FORT SMITH,
 FH0150'SEBASTIAN COUNTY, ARKANSAS, 130 FEET WEST OF A PRIVATE-ROAD
 FH0150'CROSSING, 25 FEET SOUTH OF THE OLD ROADBED, AND ABOUT 8 INCHES
 FH0150'HIGHER THAN THE GROUND.  THE TOP OF A SECTION OF RAIL SET
 FH0150'VERTICALLY.  NOTE-- THE RAILROAD HAS BEEN ABANDONED AND THE
 FH0150'RIGHT-OF-WAYS ARE USED AS FIELDS.
 FH0150
 FH0150                          STATION RECOVERY (1947)
 FH0150
 FH0150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 FH0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0571 ***********************************************************************
 EL0571  DESIGNATION -  18
 EL0571  PID         -  EL0571
 EL0571  STATE/COUNTY-  OK/GARVIN
 EL0571  COUNTRY     -  US
 EL0571  USGS QUAD   -  LINDSAY (2018)
 EL0571
 EL0571                         *CURRENT SURVEY CONTROL
 EL0571  ______________________________________________________________________
 EL0571* NAD 83(1986) POSITION- 34 49 18.     (N) 097 30 30.     (W)   SCALED
 EL0571* NAVD 88 ORTHO HEIGHT -   293.97  (+/-2cm)      964.5   (feet) VERTCON3
 EL0571  ______________________________________________________________________
 EL0571  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 EL0571  VERT ORDER      -  ? (See Below)
 EL0571
 EL0571.The horizontal coordinates were scaled from a map and have
 EL0571.an estimated accuracy of +/- 6 seconds.
 EL0571
 EL0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0571
 EL0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0571.GEOID18 height accuracy estimate available here.
 EL0571
 EL0571.The vertical order pertains to the NGVD 29 superseded value.
 EL0571
 EL0571.Click photographs - Photos may exist for this station.
 EL0571
 EL0571;                    North         East    Units  Estimated Accuracy
 EL0571;SPC OK S     -   165,200.      644,980.      MT  (+/- 180 meters Scaled)
 EL0571
 EL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD364542(NAD 83)
 EL0571
 EL0571                          SUPERSEDED SURVEY CONTROL
 EL0571
 EL0571  NGVD 29 (??/??/92)  293.884  (m)          964.18   (f) ADJ UNCH       
 EL0571
 EL0571.Superseded values are not recommended for survey control.
 EL0571
 EL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0571.See file dsdata.pdf to determine how the superseded data were derived.
 EL0571
 EL0571_MARKER: Z = SEE DESCRIPTION
 EL0571_SETTING: 0 = UNSPECIFIED SETTING
 EL0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0571
 EL0571  HISTORY     - Date     Condition        Report By
 EL0571  HISTORY     - UNK      MONUMENTED
 EL0571  HISTORY     - 1934     GOOD             CGS
 EL0571
 EL0571                          STATION DESCRIPTION
 EL0571
 EL0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0571'5.5 MI SE FROM LINDSAY.
 EL0571'5.5 MILES SOUTHEAST OF A.T. AND S.F. RY. STATION LINDSAY ABOUT
 EL0571'10 FEET FROM THE CENTERLINE OF THE ATCHISON, TOPEKA AND SANTA
 EL0571'FE RAILROAD TRACK BETWEEN MILEPOST 18 AND TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7907 ***********************************************************************
 DR7907  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7907  DESIGNATION -  186 1 SBNT
 DR7907  PID         -  DR7907
 DR7907  STATE/COUNTY-  OK/TULSA
 DR7907  COUNTRY     -  US
 DR7907  USGS QUAD   -  JENKS (2019)
 DR7907
 DR7907                         *CURRENT SURVEY CONTROL
 DR7907  ______________________________________________________________________
 DR7907* NAD 83(2011) POSITION- 36 06 11.52590(N) 095 54 49.09916(W)   ADJUSTED
 DR7907* NAD 83(2011) ELLIP HT-   205.496 (meters)        (01/20/22)   ADJUSTED
 DR7907* NAD 83(2011) EPOCH   -  2010.00
 DR7907* NAVD 88 ORTHO HEIGHT -   234.52  (meters)      769.4   (feet) GPS OBS
 DR7907  ______________________________________________________________________
 DR7907  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 DR7907  NAD 83(2011) X  -   -531,572.071 (meters)                     COMP
 DR7907  NAD 83(2011) Y  - -5,131,968.783 (meters)                     COMP
 DR7907  NAD 83(2011) Z  -  3,737,570.951 (meters)                     COMP
 DR7907  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DR7907
 DR7907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7907  Standards:
 DR7907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7907  -------------------------------------------------------------------
 DR7907  NETWORK    0.45   0.82           0.20   0.16   0.42      0.10391612
 DR7907  -------------------------------------------------------------------
 DR7907  Click here for local accuracies and other accuracy information.
 DR7907
 DR7907.The horizontal coordinates were established by GPS observations
 DR7907.and adjusted by the CITY OF TULSA in January 2022.
 DR7907
 DR7907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7907.been affixed to the stable North American tectonic plate. See 
 DR7907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7907
 DR7907.The horizontal coordinates are valid at the epoch date displayed above
 DR7907.which is a decimal equivalence of Year/Month/Day.
 DR7907
 DR7907.The orthometric height was determined by GPS observations and a
 DR7907.high-resolution geoid model using precise GPS observation and
 DR7907.processing techniques.
 DR7907
 DR7907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7907.GEOID18 height accuracy estimate available here.
 DR7907
 DR7907.Click photographs - Photos may exist for this station.
 DR7907
 DR7907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7907
 DR7907.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7907
 DR7907.The ellipsoidal height was determined by GPS observations
 DR7907.and is referenced to NAD 83.
 DR7907
 DR7907. The following values were computed from the NAD 83(2011) position.
 DR7907
 DR7907;                    North         East     Units Scale Factor Converg.
 DR7907;SPC OK N     -   124,421.644   787,844.035   MT  0.99994603   +1 13 52.5
 DR7907;SPC OK N     -   408,206.68  2,584,784.97   sFT  0.99994603   +1 13 52.5
 DR7907;UTM  15      - 3,999,326.805   237,708.406   MT  1.00044777   -1 43 04.1
 DR7907
 DR7907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7907!SPC OK N     -   0.99996775  x   0.99994603  =   0.99991378
 DR7907!UTM  15      -   0.99996775  x   1.00044777  =   1.00041550
 DR7907
 DR7907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3770899326(NAD 83)
 DR7907
 DR7907                          SUPERSEDED SURVEY CONTROL
 DR7907
 DR7907.No superseded survey control is available for this station.
 DR7907
 DR7907_MARKER: DV = VERTICAL CONTROL DISK
 DR7907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7907_STAMPING: 186 1 SBNT
 DR7907_MARK LOGO: MDSHA
 DR7907_PROJECTION: RECESSED 6 CENTIMETERS
 DR7907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR7907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7907+STABILITY: SURFACE MOTION
 DR7907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7907+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2021
 DR7907
 DR7907  HISTORY     - Date     Condition        Report By
 DR7907  HISTORY     - 20210818 MONUMENTED       COTOK
 DR7907
 DR7907                          STATION DESCRIPTION
 DR7907
 DR7907'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7907'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF BROKEN
 DR7907'ARROW, 6.3 MI (10.2 KM) NORTH-NORTHEAST OF JENKS AND 5.6 MI (9.1 KM)
 DR7907'SOUTHEAST OF TULSA.
 DR7907'
 DR7907'TO REACH FROM THE INTERSECTION OF SOUTH YALE AVENUE AND EAST 41ST
 DR7907'STREET PROCEED EAST FOR 0.47 MILES ON 41ST TO FULTON AVENUE, TURN
 DR7907'RIGHT AND PROCEED SOUTH FOR 366 FT (111.6 M) TO 42ND STREET, PROCEED
 DR7907'EAST FOR 100 FT (30.5 M), THE STATION IN ON THE RIGHT.
 DR7907'
 DR7907'THE STATION IS A 2 INCH (5 CM) ALUMINUM CAP SET ON A 4 FT (1.2 M) LONG
 DR7907'#5 REBAR INCASED IN A 1 FT (0.3 M) DIAM. BY 3 FT (0.9 M) DEEP CONCRETE
 DR7907'POST CAST IN PLACE. THE STATION IS 58.9 FT (18.0 M) SOUTH OF THE
 DR7907'CENTERLINE OF 42ND STREET, 56.8 FT (17.3 M) SOUTHEAST OF CHISELED X ON
 DR7907'CURB SOUTH SIDE OF 42ND, 45.4 FT (13.8 M) SOUTH OF CHISELED X ON CURB
 DR7907'SOUTH SIDE OF 42ND, 31.5 FT (9.6 M) NORTH-NORTHWEST OF THE NORTH END
 DR7907'OF A CONCRETE SOUND WALL, 30.4 FT (9.3 M) EAST-SOUTHEAST OF CENTER OF
 DR7907'SANITARY MANHOLE. THE STATION IS ABOUT 0.2 FT (6 CM) BELOW THE SURFACE
 DR7907'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0570 ***********************************************************************
 EL0570  DESIGNATION -  19
 EL0570  PID         -  EL0570
 EL0570  STATE/COUNTY-  OK/GARVIN
 EL0570  COUNTRY     -  US
 EL0570  USGS QUAD   -  LINDSAY (2018)
 EL0570
 EL0570                         *CURRENT SURVEY CONTROL
 EL0570  ______________________________________________________________________
 EL0570* NAD 83(1986) POSITION- 34 49 23.     (N) 097 31 34.     (W)   SCALED
 EL0570* NAVD 88 ORTHO HEIGHT -   294.18  (+/-2cm)      965.2   (feet) VERTCON3
 EL0570  ______________________________________________________________________
 EL0570  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 EL0570  VERT ORDER      -  ? (See Below)
 EL0570
 EL0570.The horizontal coordinates were scaled from a map and have
 EL0570.an estimated accuracy of +/- 6 seconds.
 EL0570
 EL0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0570
 EL0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0570.GEOID18 height accuracy estimate available here.
 EL0570
 EL0570.The vertical order pertains to the NGVD 29 superseded value.
 EL0570
 EL0570.Click photographs - Photos may exist for this station.
 EL0570
 EL0570;                    North         East    Units  Estimated Accuracy
 EL0570;SPC OK S     -   165,350.      643,350.      MT  (+/- 180 meters Scaled)
 EL0570
 EL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD347544(NAD 83)
 EL0570
 EL0570                          SUPERSEDED SURVEY CONTROL
 EL0570
 EL0570  NGVD 29 (??/??/92)  294.092  (m)          964.87   (f) ADJ UNCH       
 EL0570
 EL0570.Superseded values are not recommended for survey control.
 EL0570
 EL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0570.See file dsdata.pdf to determine how the superseded data were derived.
 EL0570
 EL0570_MARKER: Z = SEE DESCRIPTION
 EL0570_SETTING: 0 = UNSPECIFIED SETTING
 EL0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0570
 EL0570  HISTORY     - Date     Condition        Report By
 EL0570  HISTORY     - UNK      MONUMENTED
 EL0570  HISTORY     - 1934     GOOD             CGS
 EL0570
 EL0570                          STATION DESCRIPTION
 EL0570
 EL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0570'4.5 MI SE FROM LINDSAY.
 EL0570'4.5 MILES SOUTHEAST OF A.T. AND S.F. RY. STATION LINDSAY ABOUT
 EL0570'10 FEET FROM THE CENTERLINE OF THE ATCHISON, TOPEKA AND SANTA
 EL0570'FE RAILROAD TRACK BETWEEN MILEPOST 19 AND TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7911 ***********************************************************************
 DR7911  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7911  DESIGNATION -  1908
 DR7911  PID         -  DR7911
 DR7911  STATE/COUNTY-  OK/TULSA
 DR7911  COUNTRY     -  US
 DR7911  USGS QUAD   -  LEONARD (2018)
 DR7911
 DR7911                         *CURRENT SURVEY CONTROL
 DR7911  ______________________________________________________________________
 DR7911* NAD 83(2011) POSITION- 35 59 19.48721(N) 095 51 04.77910(W)   ADJUSTED
 DR7911* NAD 83(2011) ELLIP HT-   158.138 (meters)        (01/20/22)   ADJUSTED
 DR7911* NAD 83(2011) EPOCH   -  2010.00
 DR7911* NAVD 88 ORTHO HEIGHT -   187.27  (meters)      614.4   (feet) GPS OBS
 DR7911  ______________________________________________________________________
 DR7911  GEOID HEIGHT    -        -29.105 (meters)                     GEOID18
 DR7911  NAD 83(2011) X  -   -526,748.545 (meters)                     COMP
 DR7911  NAD 83(2011) Y  - -5,139,940.109 (meters)                     COMP
 DR7911  NAD 83(2011) Z  -  3,727,274.325 (meters)                     COMP
 DR7911  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DR7911
 DR7911  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7911  Standards:
 DR7911         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7911            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7911  -------------------------------------------------------------------
 DR7911  NETWORK    0.47   0.90           0.20   0.18   0.46      0.08316829
 DR7911  -------------------------------------------------------------------
 DR7911  Click here for local accuracies and other accuracy information.
 DR7911
 DR7911.The horizontal coordinates were established by GPS observations
 DR7911.and adjusted by the CITY OF TULSA in January 2022.
 DR7911
 DR7911.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7911.been affixed to the stable North American tectonic plate. See 
 DR7911.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7911
 DR7911.The horizontal coordinates are valid at the epoch date displayed above
 DR7911.which is a decimal equivalence of Year/Month/Day.
 DR7911
 DR7911.The orthometric height was determined by GPS observations and a
 DR7911.high-resolution geoid model using precise GPS observation and
 DR7911.processing techniques.
 DR7911
 DR7911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7911.GEOID18 height accuracy estimate available here.
 DR7911
 DR7911.Click photographs - Photos may exist for this station.
 DR7911
 DR7911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7911
 DR7911.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7911
 DR7911.The ellipsoidal height was determined by GPS observations
 DR7911.and is referenced to NAD 83.
 DR7911
 DR7911. The following values were computed from the NAD 83(2011) position.
 DR7911
 DR7911;                    North         East     Units Scale Factor Converg.
 DR7911;SPC OK N     -   111,847.844   793,734.299   MT  0.99995025   +1 16 04.9
 DR7911;SPC OK N     -   366,954.13  2,604,109.95   sFT  0.99995025   +1 16 04.9
 DR7911;UTM  15      - 3,986,460.612   242,947.019   MT  1.00041426   -1 40 35.2
 DR7911
 DR7911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7911!SPC OK N     -   0.99997518  x   0.99995025  =   0.99992543
 DR7911!UTM  15      -   0.99997518  x   1.00041426  =   1.00038943
 DR7911
 DR7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4294786460(NAD 83)
 DR7911
 DR7911                          SUPERSEDED SURVEY CONTROL
 DR7911
 DR7911.No superseded survey control is available for this station.
 DR7911
 DR7911_MARKER: DV = VERTICAL CONTROL DISK
 DR7911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7911_STAMPING: 1908 2012
 DR7911_MARK LOGO: COTOK
 DR7911_PROJECTION: RECESSED 6 CENTIMETERS
 DR7911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7911+STABILITY: SURFACE MOTION
 DR7911
 DR7911  HISTORY     - Date     Condition        Report By
 DR7911  HISTORY     - 20120930 MONUMENTED       COTOK
 DR7911  HISTORY     - 20210105 GOOD             COTOK
 DR7911
 DR7911                          STATION DESCRIPTION
 DR7911
 DR7911'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7911'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF BROKEN ARROW,
 DR7911'5.6 MI (9.0 KM) NORTH-NORTHWEST OF LEONARD AND 3.7 MI (6.0 KM)
 DR7911'NORTH-NORTHEAST OF BIXBY.
 DR7911'
 DR7911'TO REACH FROM THE INTERSECTION OF MEMORIAL DRIVE (US 64) AND 121ST
 DR7911'SOUTH PROCEED EAST FOR 2 MI (3.2 KM) TO THE STATION ON THE LEFT.
 DR7911'
 DR7911'THE STATION IS IN THE NORTHWEST QUADRANT OF THE GARNETT ROAD AN 121ST
 DR7911'STREET INTERSECTION.
 DR7911'
 DR7911'IT IS 186.5 FT (56.8 M) NORTHWEST OF SECTION CORNER ONE INCH PIN, 148
 DR7911'FT (45.1 M) NORTH OF THE CENTERLINE OF 121ST STREET, 134.2 FT (40.9 M)
 DR7911'NORTH-NORTHEAST OF CUT X ON FOOTING OF NORTHEAST WING WALL OF 121ST
 DR7911'BRIDGE, 114 FT (34.7 M) WEST OF THE CENTERLINE OF GARNETT ROAD, 113.0
 DR7911'FT (34.4 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF STONE SIGN POST
 DR7911'SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT 0.2 FT
 DR7911'(6 CM) BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0237 ***********************************************************************
 GJ0237  DESIGNATION -  1908.2
 GJ0237  PID         -  GJ0237
 GJ0237  STATE/COUNTY-  OK/WOODWARD
 GJ0237  COUNTRY     -  US
 GJ0237  USGS QUAD   -  WOODWARD (2018)
 GJ0237
 GJ0237                         *CURRENT SURVEY CONTROL
 GJ0237  ______________________________________________________________________
 GJ0237* NAD 83(1986) POSITION- 36 26 10.0    (N) 099 23 31.9    (W)   HD_HELD2
 GJ0237* NAVD 88 ORTHO HEIGHT -   581.864 (meters)     1909.00  (feet) ADJUSTED
 GJ0237  ______________________________________________________________________
 GJ0237  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0237  DYNAMIC HEIGHT  -        581.301 (meters)     1907.15  (feet) COMP
 GJ0237  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 GJ0237
 GJ0237  VERT ORDER      -  SECOND    CLASS 0
 GJ0237
 GJ0237.The horizontal coordinates were established by autonomous hand held GPS
 GJ0237.observations and have an estimated accuracy of +/- 10 meters.
 GJ0237
 GJ0237.The orthometric height was determined by differential leveling and
 GJ0237.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0237.in June 1991.
 GJ0237
 GJ0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0237.GEOID18 height accuracy estimate available here.
 GJ0237
 GJ0237.Click photographs - Photos may exist for this station.
 GJ0237
 GJ0237.The dynamic height is computed by dividing the NAVD 88
 GJ0237.geopotential number by the normal gravity value computed on the
 GJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0237.degrees latitude (g = 980.6199 gals.).
 GJ0237
 GJ0237.The modeled gravity was interpolated from observed gravity values.
 GJ0237
 GJ0237;                    North         East    Units  Estimated Accuracy
 GJ0237;SPC OK N     -   160,237.      475,179.      MT  (+/- 10 meters HH2 GPS)
 GJ0237
 GJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6484832392(NAD 83)
 GJ0237
 GJ0237                          SUPERSEDED SURVEY CONTROL
 GJ0237
 GJ0237  NGVD 29 (??/??/92)  581.611  (m)         1908.17   (f) ADJ UNCH    2 0
 GJ0237
 GJ0237.Superseded values are not recommended for survey control.
 GJ0237
 GJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0237.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0237
 GJ0237_MARKER: DB = BENCH MARK DISK
 GJ0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0237_SP_SET: PEDESTAL
 GJ0237_MARK LOGO: USWB
 GJ0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0237
 GJ0237  HISTORY     - Date     Condition        Report By
 GJ0237  HISTORY     - UNK      MONUMENTED       USWB
 GJ0237  HISTORY     - 1939     GOOD             CGS
 GJ0237  HISTORY     - 20090807 GOOD             GEOCAC
 GJ0237
 GJ0237                          STATION DESCRIPTION
 GJ0237
 GJ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GJ0237'AT WOODWARD.
 GJ0237'AT WOODWARD, WOODWARD COUNTY, ON MAIN STREET, AT THE POST OFFICE,
 GJ0237'49 FEET SOUTHEAST OF THE SOUTH PUBLIC ENTRANCE, IN THE TOP OF THE
 GJ0237'EAST CONCRETE PEDESTAL OF THE STEPS LEADING TO THE POST OFFICE,
 GJ0237'AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES
 GJ0237'WEATHER BUREAU STANDARD DISK.
 GJ0237
 GJ0237                          STATION RECOVERY (2009)
 GJ0237
 GJ0237'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DO7097 ***********************************************************************
 DO7097  SACS        -  This is a Secondary Airport Control Station.
 DO7097  DESIGNATION -  1F0 A
 DO7097  PID         -  DO7097
 DO7097  STATE/COUNTY-  OK/CARTER
 DO7097  COUNTRY     -  US
 DO7097  USGS QUAD   -  ARDMORE EAST (2018)
 DO7097
 DO7097                         *CURRENT SURVEY CONTROL
 DO7097  ______________________________________________________________________
 DO7097* NAD 83(2011) POSITION- 34 08 49.12468(N) 097 07 18.11551(W)   ADJUSTED
 DO7097* NAD 83(2011) ELLIP HT-   223.695 (meters)        (04/05/13)   ADJUSTED
 DO7097* NAD 83(2011) EPOCH   -  2010.00
 DO7097* NAVD 88 ORTHO HEIGHT -   249.86  (meters)      819.7   (feet) GPS OBS
 DO7097  ______________________________________________________________________
 DO7097  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO7097  GEOID HEIGHT    -        -26.162 (meters)                     GEOID12A
 DO7097  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 DO7097  NAD 83(2011) X  -   -655,134.293 (meters)                     COMP
 DO7097  NAD 83(2011) Y  - -5,243,541.211 (meters)                     COMP
 DO7097  NAD 83(2011) Z  -  3,560,076.605 (meters)                     COMP
 DO7097  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 DO7097
 DO7097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7097  Standards:
 DO7097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7097  -------------------------------------------------------------------
 DO7097  NETWORK    1.24   3.21           0.54   0.47   1.64      0.00217493
 DO7097  -------------------------------------------------------------------
 DO7097  Click here for local accuracies and other accuracy information.
 DO7097
 DO7097.This mark is at Ardmore Downtown Airport (1F0)
 DO7097
 DO7097.The horizontal coordinates were established by GPS observations
 DO7097.and adjusted by the WOOLPERT CONSULTANTS in April 2013.
 DO7097
 DO7097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7097.been affixed to the stable North American tectonic plate. See 
 DO7097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO7097
 DO7097.The horizontal coordinates are valid at the epoch date displayed above
 DO7097.which is a decimal equivalence of Year/Month/Day.
 DO7097
 DO7097.The orthometric height was determined by GPS observations and a
 DO7097.high-resolution geoid model.
 DO7097
 DO7097.GPS derived orthometric heights for airport stations designated as
 DO7097.PACS or SACS are published to 2 decimal places.  This maintains
 DO7097.centimeter relative accuracy between the PACS and SACS.  It does
 DO7097.not indicate centimeter accuracy relative to other marks which are
 DO7097.part of the published vertical control network.
 DO7097
 DO7097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7097.GEOID18 height accuracy estimate available here.
 DO7097
 DO7097.Click photographs - Photos may exist for this station.
 DO7097
 DO7097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO7097
 DO7097.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO7097
 DO7097.The ellipsoidal height was determined by GPS observations
 DO7097.and is referenced to NAD 83.
 DO7097
 DO7097. The following values were computed from the NAD 83(2011) position.
 DO7097
 DO7097;                    North         East     Units Scale Factor Converg.
 DO7097;SPC OK S     -    90,604.791   680,997.786   MT  0.99996487   +0 29 54.7
 DO7097;SPC OK S     -   297,259.22  2,234,240.24   sFT  0.99996487   +0 29 54.7
 DO7097;UTM  14      - 3,780,046.543   673,169.295   MT  0.99996966   +1 03 16.5
 DO7097
 DO7097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7097!SPC OK S     -   0.99996489  x   0.99996487  =   0.99992976
 DO7097!UTM  14      -   0.99996489  x   0.99996966  =   0.99993455
 DO7097
 DO7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7316980046(NAD 83)
 DO7097
 DO7097                          SUPERSEDED SURVEY CONTROL
 DO7097
 DO7097.No superseded survey control is available for this station.
 DO7097
 DO7097_MARKER: DD = SURVEY DISK
 DO7097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO7097_STAMPING: 1F0 A 2012
 DO7097_MARK LOGO: WOOLPT
 DO7097_PROJECTION: FLUSH
 DO7097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7097+STABILITY: SURFACE MOTION
 DO7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7097+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 DO7097
 DO7097  HISTORY     - Date     Condition        Report By
 DO7097  HISTORY     - 20120816 MONUMENTED       WOOLPT
 DO7097
 DO7097                          STATION DESCRIPTION
 DO7097
 DO7097'DESCRIBED BY WOOLPERT CONSULTANTS 2012 (BAH)
 DO7097'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF LONE
 DO7097'GROVE, 5.6 MI (9.0 KM) NORTH OF OVERBROOK AND 2.2 MI (3.5 KM)
 DO7097'SOUTH-SOUTHEAST OF ARDMORE.  THE STATION IS AT THE ARDMORE DOWNTOWN
 DO7097'EXECUTIVE AIRPORT.  OWNERSHIP-CITY OF ARDMORE, POST OFFICE BOX 249,
 DO7097'ARDMORE, OK 73402 PHONE-580-226-2100.
 DO7097'
 DO7097'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 35 AND US 70,
 DO7097'GO EASTERLY ON US 70 FOR 2.7 MI (4.3 KM) TO THE INTERSECTION WITH LAKE
 DO7097'MURRAY DRIVE SOUTH ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON LAKE
 DO7097'MURRAY DRIVE SOUTH FOR 1.40 MI (2.3 KM) TO THE INTERSECTION WITH THE
 DO7097'ARDMORE DOWNTOWN EXECUTIVE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT
 DO7097'ONTO THE ENTRANCE AND IMMEDIATELY TURN RIGHT, HEADING NORTHERLY ON THE
 DO7097'AIRPORT ACCESS ROAD, TO AN APRON ACCESS ROAD IN FRONT OF A CAREFLITE
 DO7097'BUILDING.  TURN LEFT AND GO WEST ON THE APRON TO A TAXIWAY.  TURN LEFT
 DO7097'AND GO SOUTH ON THE TAXIWAY FOR 0.30 MI (0.5 KM) TO THE STATION ON THE
 DO7097'LEFT.
 DO7097'
 DO7097'THE STATION IS A STANDARD BRONZE WOOLPERT AIRPORT CONTROL STATION DISK
 DO7097'SET IN THE TOP OF A 12-INCH (30 CM) DIAMETER CONCRETE MONUMENT
 DO7097'RECESSED 1-INCH BELOW GROUND.  THE STATION IS 1.0 FT (0.3 M) EAST OF A
 DO7097'CARSONITE WITNESS POST, 24.5 FT (7.5 M) WEST OF THE EDGE OF PAVEMENT
 DO7097'OF THE TAXIWAY, 71.9 FT (21.9 M) SOUTHWEST OF A PVC DAY MARKER, 86.4
 DO7097'FT (26.3 M) NORTHWEST OF A SECOND PVC DAY MARKER AND 155.0 FT (47.2 M)
 DO7097'NORTHEAST OF A MANHOLE.
 DO7097'
 DO7097'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 DO7097'(SACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0233 ***********************************************************************
 EM0233  DESIGNATION -  2
 EM0233  PID         -  EM0233
 EM0233  STATE/COUNTY-  OK/JACKSON
 EM0233  COUNTRY     -  US
 EM0233  USGS QUAD   -  ALTUS (2018)
 EM0233
 EM0233                         *CURRENT SURVEY CONTROL
 EM0233  ______________________________________________________________________
 EM0233* NAD 83(1986) POSITION- 34 39 08.     (N) 099 16 50.     (W)   SCALED
 EM0233* NAVD 88 ORTHO HEIGHT -   412.680 (meters)     1353.93  (feet) ADJUSTED
 EM0233  ______________________________________________________________________
 EM0233  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 EM0233  DYNAMIC HEIGHT  -        412.242 (meters)     1352.50  (feet) COMP
 EM0233  MODELED GRAVITY -    979,561.8   (mgal)                       NAVD 88
 EM0233
 EM0233  VERT ORDER      -  FIRST     CLASS II
 EM0233
 EM0233.The horizontal coordinates were scaled from a map and have
 EM0233.an estimated accuracy of +/- 6 seconds.
 EM0233
 EM0233.The orthometric height was determined by differential leveling and
 EM0233.adjusted by the NATIONAL GEODETIC SURVEY
 EM0233.in June 1991.
 EM0233
 EM0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0233.GEOID18 height accuracy estimate available here.
 EM0233
 EM0233.Click photographs - Photos may exist for this station.
 EM0233
 EM0233.The dynamic height is computed by dividing the NAVD 88
 EM0233.geopotential number by the normal gravity value computed on the
 EM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0233.degrees latitude (g = 980.6199 gals.).
 EM0233
 EM0233.The modeled gravity was interpolated from observed gravity values.
 EM0233
 EM0233;                    North         East    Units  Estimated Accuracy
 EM0233;SPC OK S     -   147,040.      482,620.      MT  (+/- 180 meters Scaled)
 EM0233
 EM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD742345(NAD 83)
 EM0233
 EM0233                          SUPERSEDED SURVEY CONTROL
 EM0233
 EM0233  NGVD 29 (??/??/92)  412.524  (m)         1353.42   (f) ADJ UNCH    1 2
 EM0233
 EM0233.Superseded values are not recommended for survey control.
 EM0233
 EM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0233.See file dsdata.pdf to determine how the superseded data were derived.
 EM0233
 EM0233_MARKER: DD = SURVEY DISK
 EM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0233_STAMPING: NO 2
 EM0233_MARK LOGO: USACE
 EM0233_PROJECTION: RECESSED 6 CENTIMETERS
 EM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0233+STABILITY: SURFACE MOTION
 EM0233
 EM0233  HISTORY     - Date     Condition        Report By
 EM0233  HISTORY     - UNK      MONUMENTED       USACE
 EM0233  HISTORY     - 1956     GOOD             CGS
 EM0233  HISTORY     - 1963     MARK NOT FOUND   USGS
 EM0233
 EM0233                          STATION DESCRIPTION
 EM0233
 EM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0233'4.85 MI NE FROM ALTUS.
 EM0233'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0233'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0233'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0233'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.25 MILE
 EM0233'NORTH ACROSS THE AIRPORT, AT THE ALTUS AIR FORCE BASE, 6.5 FEET
 EM0233'SOUTHWEST OF THE SOUTHWEST WALL OF A WOODEN HANGAR, 41.5 FEET
 EM0233'SOUTHEAST OF THE SOUTHWEST CORNER OF THE WOODEN HANGAR, SET IN THE TOP
 EM0233'OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 EM0233
 EM0233                          STATION RECOVERY (1963)
 EM0233
 EM0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EM0233'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0559 ***********************************************************************
 FJ0559  DESIGNATION -  2
 FJ0559  PID         -  FJ0559
 FJ0559  STATE/COUNTY-  OK/KINGFISHER
 FJ0559  COUNTRY     -  US
 FJ0559  USGS QUAD   -  KINGFISHER (2018)
 FJ0559
 FJ0559                         *CURRENT SURVEY CONTROL
 FJ0559  ______________________________________________________________________
 FJ0559* NAD 83(1986) POSITION- 35 46 11.     (N) 097 57 21.     (W)   SCALED
 FJ0559* NAVD 88 ORTHO HEIGHT -   354.878 (meters)     1164.30  (feet) ADJUSTED
 FJ0559  ______________________________________________________________________
 FJ0559  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 FJ0559  DYNAMIC HEIGHT  -        354.549 (meters)     1163.22  (feet) COMP
 FJ0559  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 FJ0559
 FJ0559  VERT ORDER      -  FIRST     CLASS II
 FJ0559
 FJ0559.The horizontal coordinates were scaled from a map and have
 FJ0559.an estimated accuracy of +/- 6 seconds.
 FJ0559
 FJ0559.The orthometric height was determined by differential leveling and
 FJ0559.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0559.in June 1991.
 FJ0559
 FJ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0559.GEOID18 height accuracy estimate available here.
 FJ0559
 FJ0559.Click photographs - Photos may exist for this station.
 FJ0559
 FJ0559.The dynamic height is computed by dividing the NAVD 88
 FJ0559.geopotential number by the normal gravity value computed on the
 FJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0559.degrees latitude (g = 980.6199 gals.).
 FJ0559
 FJ0559.The modeled gravity was interpolated from observed gravity values.
 FJ0559
 FJ0559;                    North         East    Units  Estimated Accuracy
 FJ0559;SPC OK N     -    85,400.      603,990.      MT  (+/- 180 meters Scaled)
 FJ0559
 FJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE943589(NAD 83)
 FJ0559
 FJ0559                          SUPERSEDED SURVEY CONTROL
 FJ0559
 FJ0559  NGVD 29 (??/??/92)  354.736  (m)         1163.83   (f) ADJ UNCH    1 2
 FJ0559
 FJ0559.Superseded values are not recommended for survey control.
 FJ0559
 FJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0559.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0559
 FJ0559_MARKER: Q = CHISELED SQUARE
 FJ0559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0559_SP_SET: CULVERT WINGWALL
 FJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0559+STABILITY: SURFACE MOTION
 FJ0559
 FJ0559  HISTORY     - Date     Condition        Report By
 FJ0559  HISTORY     - 1935     MONUMENTED       CGS
 FJ0559  HISTORY     - 1953     GOOD             CGS
 FJ0559  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0559
 FJ0559                          STATION DESCRIPTION
 FJ0559
 FJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0559'3.3 MI N FROM OKARCHE.
 FJ0559'3.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0559'FROM THE STATION AT OKARCHE, 7 POLES SOUTH OF MILEPOST 385, AT A
 FJ0559'ROAD CROSSING, 167 FEET WEST OF THE WEST RAIL, 51 FEET WEST
 FJ0559'OF THE CENTER LINE OF U.S. HIGHWAY 81, 15 FEET NORTH OF THE
 FJ0559'CENTER LINE OF AN EAST AND WEST DIRT ROAD, A CHISELED SQUARE
 FJ0559'ON THE TOP OF THE NORTH CORNER OF THE NORTHEAST WINGWALL OF A
 FJ0559'CONCRETE CULVERT UNDER THE EAST AND WEST ROAD.
 FJ0559
 FJ0559                          STATION RECOVERY (1985)
 FJ0559
 FJ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0559'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0309 ***********************************************************************
 GJ0309  DESIGNATION -  2 F
 GJ0309  PID         -  GJ0309
 GJ0309  STATE/COUNTY-  OK/ELLIS
 GJ0309  COUNTRY     -  US
 GJ0309  USGS QUAD   -  GAGE (2018)
 GJ0309
 GJ0309                         *CURRENT SURVEY CONTROL
 GJ0309  ______________________________________________________________________
 GJ0309* NAD 83(1986) POSITION- 36 17 28.     (N) 099 46 57.     (W)   SCALED
 GJ0309* NAVD 88 ORTHO HEIGHT -   674.154 (meters)     2211.79  (feet) ADJUSTED
 GJ0309  ______________________________________________________________________
 GJ0309  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 GJ0309  DYNAMIC HEIGHT  -        673.476 (meters)     2209.56  (feet) COMP
 GJ0309  MODELED GRAVITY -    979,604.8   (mgal)                       NAVD 88
 GJ0309
 GJ0309  VERT ORDER      -  FIRST     CLASS II
 GJ0309
 GJ0309.This mark is at Gage Airport (GAG)
 GJ0309
 GJ0309.The horizontal coordinates were scaled from a map and have
 GJ0309.an estimated accuracy of +/- 6 seconds.
 GJ0309
 GJ0309.The orthometric height was determined by differential leveling and
 GJ0309.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0309.in June 1991.
 GJ0309
 GJ0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0309.GEOID18 height accuracy estimate available here.
 GJ0309
 GJ0309.Click photographs - Photos may exist for this station.
 GJ0309
 GJ0309.The dynamic height is computed by dividing the NAVD 88
 GJ0309.geopotential number by the normal gravity value computed on the
 GJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0309.degrees latitude (g = 980.6199 gals.).
 GJ0309
 GJ0309.The modeled gravity was interpolated from observed gravity values.
 GJ0309
 GJ0309;                    North         East    Units  Estimated Accuracy
 GJ0309;SPC OK N     -   144,720.      439,890.      MT  (+/- 180 meters Scaled)
 GJ0309
 GJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF297165(NAD 83)
 GJ0309
 GJ0309                          SUPERSEDED SURVEY CONTROL
 GJ0309
 GJ0309  NGVD 29 (??/??/92)  673.861  (m)         2210.83   (f) ADJ UNCH    1 2
 GJ0309
 GJ0309.Superseded values are not recommended for survey control.
 GJ0309
 GJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0309.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0309
 GJ0309_MARKER: Q = CHISELED SQUARE
 GJ0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0309_SP_SET: CONCRETE ENCLOSURE
 GJ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0309
 GJ0309  HISTORY     - Date     Condition        Report By
 GJ0309  HISTORY     - 1945     MONUMENTED       CGS
 GJ0309
 GJ0309                          STATION DESCRIPTION
 GJ0309
 GJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0309'3.3 MI SW FROM GAGE.
 GJ0309'IT IS 3.3 MILES SOUTHWEST OF GAGE, AT THE GAGE MUNICIPAL AIRPORT
 GJ0309'AND AT THE SOUTHWEST END OF THE NORTHEAST-SOUTHWEST RUNWAY.  IT
 GJ0309'IS IN THE CONCRETE ENCLOSURE FOR THE CENTER RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0325 ***********************************************************************
 FJ0325  DESIGNATION -  2 M
 FJ0325  PID         -  FJ0325
 FJ0325  STATE/COUNTY-  OK/MCCLAIN
 FJ0325  COUNTRY     -  US
 FJ0325  USGS QUAD   -  PURCELL (2018)
 FJ0325
 FJ0325                         *CURRENT SURVEY CONTROL
 FJ0325  ______________________________________________________________________
 FJ0325* NAD 83(1986) POSITION- 35 03 57.     (N) 097 22 16.     (W)   SCALED
 FJ0325* NAVD 88 ORTHO HEIGHT -   319.545 (meters)     1048.37  (feet) ADJUSTED
 FJ0325  ______________________________________________________________________
 FJ0325  GEOID HEIGHT    -        -26.231 (meters)                     GEOID18
 FJ0325  DYNAMIC HEIGHT  -        319.235 (meters)     1047.36  (feet) COMP
 FJ0325  MODELED GRAVITY -    979,656.5   (mgal)                       NAVD 88
 FJ0325
 FJ0325  VERT ORDER      -  SECOND    CLASS 0
 FJ0325
 FJ0325.The horizontal coordinates were scaled from a map and have
 FJ0325.an estimated accuracy of +/- 6 seconds.
 FJ0325
 FJ0325.The orthometric height was determined by differential leveling and
 FJ0325.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0325.in August 1994.
 FJ0325
 FJ0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0325.GEOID18 height accuracy estimate available here.
 FJ0325
 FJ0325.Click photographs - Photos may exist for this station.
 FJ0325
 FJ0325.The dynamic height is computed by dividing the NAVD 88
 FJ0325.geopotential number by the normal gravity value computed on the
 FJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0325.degrees latitude (g = 980.6199 gals.).
 FJ0325
 FJ0325.The modeled gravity was interpolated from observed gravity values.
 FJ0325
 FJ0325;                    North         East    Units  Estimated Accuracy
 FJ0325;SPC OK S     -   192,360.      657,360.      MT  (+/- 180 meters Scaled)
 FJ0325
 FJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD485815(NAD 83)
 FJ0325
 FJ0325                          SUPERSEDED SURVEY CONTROL
 FJ0325
 FJ0325  NAVD 88 (06/15/91)  319.556  (m)         1048.41   (f) SUPERSEDED  2 0
 FJ0325  NGVD 29 (??/??/92)  319.452  (m)         1048.07   (f) ADJ UNCH    2 0
 FJ0325
 FJ0325.Superseded values are not recommended for survey control.
 FJ0325
 FJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0325.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0325
 FJ0325_MARKER: DD = SURVEY DISK
 FJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0325_STAMPING: 2 M 1933
 FJ0325_MARK LOGO: USGS
 FJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0325+STABILITY: SURFACE MOTION
 FJ0325
 FJ0325  HISTORY     - Date     Condition        Report By
 FJ0325  HISTORY     - 1933     MONUMENTED       USGS
 FJ0325  HISTORY     - 1934     GOOD             CGS
 FJ0325
 FJ0325                          STATION DESCRIPTION
 FJ0325
 FJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0325'3.9 MI N FROM PURCELL.
 FJ0325'3.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0325'FROM THE STATION AT PURCELL, 0.4 MILE SOUTH OF MILEPOST 413,
 FJ0325'400 FEET NORTH OF A ROAD CROSSING, 98.2 FEET EAST OF THE CENTERLINE
 FJ0325'OF THE TRACK, 6.2 FEET WEST OF THE WEST END OF A WOODEN GATE,
 FJ0325'AND 1.8 FEET WEST OF A FENCE PARALLELING THE TRACK.  A U.S.
 FJ0325'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2 M 1933 AND SET IN THE
 FJ0325'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0568 ***********************************************************************
 EL0568  DESIGNATION -  20
 EL0568  PID         -  EL0568
 EL0568  STATE/COUNTY-  OK/GARVIN
 EL0568  COUNTRY     -  US
 EL0568  USGS QUAD   -  LINDSAY (2018)
 EL0568
 EL0568                         *CURRENT SURVEY CONTROL
 EL0568  ______________________________________________________________________
 EL0568* NAD 83(1986) POSITION- 34 49 31.     (N) 097 32 37.     (W)   SCALED
 EL0568* NAVD 88 ORTHO HEIGHT -   295.46  (+/-2cm)      969.4   (feet) VERTCON3
 EL0568  ______________________________________________________________________
 EL0568  GEOID HEIGHT    -        -25.851 (meters)                     GEOID18
 EL0568  VERT ORDER      -  ? (See Below)
 EL0568
 EL0568.The horizontal coordinates were scaled from a map and have
 EL0568.an estimated accuracy of +/- 6 seconds.
 EL0568
 EL0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0568
 EL0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0568.GEOID18 height accuracy estimate available here.
 EL0568
 EL0568.The vertical order pertains to the NGVD 29 superseded value.
 EL0568
 EL0568.Click photographs - Photos may exist for this station.
 EL0568
 EL0568;                    North         East    Units  Estimated Accuracy
 EL0568;SPC OK S     -   165,590.      641,750.      MT  (+/- 180 meters Scaled)
 EL0568
 EL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD331546(NAD 83)
 EL0568
 EL0568                          SUPERSEDED SURVEY CONTROL
 EL0568
 EL0568  NGVD 29 (??/??/92)  295.377  (m)          969.08   (f) ADJ UNCH       
 EL0568
 EL0568.Superseded values are not recommended for survey control.
 EL0568
 EL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0568.See file dsdata.pdf to determine how the superseded data were derived.
 EL0568
 EL0568_MARKER: Z = SEE DESCRIPTION
 EL0568_SETTING: 0 = UNSPECIFIED SETTING
 EL0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0568
 EL0568  HISTORY     - Date     Condition        Report By
 EL0568  HISTORY     - UNK      MONUMENTED
 EL0568  HISTORY     - 1934     GOOD             CGS
 EL0568
 EL0568                          STATION DESCRIPTION
 EL0568
 EL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0568'3.5 MI SE FROM LINDSAY.
 EL0568'3.5 MILES SOUTHEAST OF A.T. AND S.F. STATION AT LINDSAY ABOUT
 EL0568'10 FEET FROM THE CENTERLINE OF THE ATCHISON TOPEKA AND SANTA
 EL0568'FE RAILROAD TRACK BETWEEN MILEPOST 20 AND TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0420 ***********************************************************************
 FJ0420  DESIGNATION -  20 D 3 TT
 FJ0420  PID         -  FJ0420
 FJ0420  STATE/COUNTY-  OK/GRADY
 FJ0420  COUNTRY     -  US
 FJ0420  USGS QUAD   -  CHICKASHA (2018)
 FJ0420
 FJ0420                         *CURRENT SURVEY CONTROL
 FJ0420  ______________________________________________________________________
 FJ0420* NAD 83(1986) POSITION- 35 03 04.26   (N) 097 56 12.84   (W)   HD_HELD1
 FJ0420* NAVD 88 ORTHO HEIGHT -   332.752 (meters)     1091.70  (feet) ADJUSTED
 FJ0420  ______________________________________________________________________
 FJ0420  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 FJ0420  DYNAMIC HEIGHT  -        332.423 (meters)     1090.62  (feet) COMP
 FJ0420  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 FJ0420
 FJ0420  VERT ORDER      -  SECOND    CLASS 0
 FJ0420
 FJ0420.The horizontal coordinates were determined by differentially corrected
 FJ0420.hand held GPS observations or other comparable positioning techniques
 FJ0420.and have an estimated accuracy of +/- 3 meters.
 FJ0420
 FJ0420.The orthometric height was determined by differential leveling and
 FJ0420.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0420.in June 1991.
 FJ0420
 FJ0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0420.GEOID18 height accuracy estimate available here.
 FJ0420
 FJ0420.Click photographs - Photos may exist for this station.
 FJ0420
 FJ0420.The dynamic height is computed by dividing the NAVD 88
 FJ0420.geopotential number by the normal gravity value computed on the
 FJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0420.degrees latitude (g = 980.6199 gals.).
 FJ0420
 FJ0420.The modeled gravity was interpolated from observed gravity values.
 FJ0420
 FJ0420;                    North         East    Units  Estimated Accuracy
 FJ0420;SPC OK S     -   190,555.1     605,756.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0420
 FJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9695179235(NAD 83)
 FJ0420
 FJ0420                          SUPERSEDED SURVEY CONTROL
 FJ0420
 FJ0420  NGVD 29 (??/??/92)  332.643  (m)         1091.35   (f) ADJ UNCH    2 0
 FJ0420
 FJ0420.Superseded values are not recommended for survey control.
 FJ0420
 FJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0420.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0420
 FJ0420_MARKER: DD = SURVEY DISK
 FJ0420_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0420_STAMPING: 20 D 3 1934
 FJ0420_MARK LOGO: CGS+SS
 FJ0420_PROJECTION: FLUSH
 FJ0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0420
 FJ0420  HISTORY     - Date     Condition        Report By
 FJ0420  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0420  HISTORY     - 1953     MARK NOT FOUND   CGS
 FJ0420  HISTORY     - 1965     MARK NOT FOUND   CGS
 FJ0420
 FJ0420                          STATION DESCRIPTION
 FJ0420
 FJ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0420'AT CHICKASHA.
 FJ0420'AT CHICKASHA, GRADY COUNTY, AT THE EXACT CENTER OF THE
 FJ0420'INTERSECTION OF CHICKASHA AVENUE AND FOURTH STREET, DIRECTLY
 FJ0420'UNDER THE STOP SIGNAL, AND IN THE LAMP HOLE IN THE PAVEMENT.
 FJ0420'A STATE SURVEY STANDARD DISK, STAMPED 20 D 3 TT 1934 AND SET
 FJ0420'IN THE TOP OF A CONCRETE POST.  NOTE-- STAMPING APPEARS TO BE
 FJ0420'IN CONTRADICTION WITH EARLY REPORTS.
 FJ0420
 FJ0420                          STATION RECOVERY (1965)
 FJ0420
 FJ0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FJ0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1085 ***********************************************************************
 EM1085  CBN         -  This is a Cooperative Base Network Control Station.
 EM1085  DESIGNATION -  21 K 35
 EM1085  PID         -  EM1085
 EM1085  STATE/COUNTY-  OK/KIOWA
 EM1085  COUNTRY     -  US
 EM1085  USGS QUAD   -  RAINY MOUNTAIN CREEK (2018)
 EM1085
 EM1085                         *CURRENT SURVEY CONTROL
 EM1085  ______________________________________________________________________
 EM1085* NAD 83(2011) POSITION- 34 53 57.10481(N) 098 57 41.58176(W)   ADJUSTED
 EM1085* NAD 83(2011) ELLIP HT-   457.622 (meters)        (06/27/12)   ADJUSTED
 EM1085* NAD 83(2011) EPOCH   -  2010.00
 EM1085* NAVD 88 ORTHO HEIGHT -   483.2   (meters)     1585.    (feet) GPS OBS
 EM1085  ______________________________________________________________________
 EM1085  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM1085  GEOID HEIGHT    -        -25.520 (meters)                     GEOID96
 EM1085  GEOID HEIGHT    -        -25.516 (meters)                     GEOID18
 EM1085  NAD 83(2011) X  -   -815,808.461 (meters)                     COMP
 EM1085  NAD 83(2011) Y  - -5,173,278.415 (meters)                     COMP
 EM1085  NAD 83(2011) Z  -  3,628,962.364 (meters)                     COMP
 EM1085  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 EM1085
 EM1085  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1085  Standards:
 EM1085         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1085            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1085  -------------------------------------------------------------------
 EM1085  NETWORK    1.71   3.35           0.74   0.65   1.71      0.04744309
 EM1085  -------------------------------------------------------------------
 EM1085  Click here for local accuracies and other accuracy information.
 EM1085
 EM1085.The horizontal coordinates were established by GPS observations
 EM1085.and adjusted by the National Geodetic Survey in June 2012.
 EM1085
 EM1085.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1085.been affixed to the stable North American tectonic plate. See 
 EM1085.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1085
 EM1085.The horizontal coordinates are valid at the epoch date displayed above
 EM1085.which is a decimal equivalence of Year/Month/Day.
 EM1085
 EM1085.The orthometric height was determined by GPS observations and a
 EM1085.high-resolution geoid model.
 EM1085
 EM1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1085.GEOID18 height accuracy estimate available here.
 EM1085
 EM1085.Click photographs - Photos may exist for this station.
 EM1085
 EM1085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1085
 EM1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1085
 EM1085.The ellipsoidal height was determined by GPS observations
 EM1085.and is referenced to NAD 83.
 EM1085
 EM1085. The following values were computed from the NAD 83(2011) position.
 EM1085
 EM1085;                    North         East     Units Scale Factor Converg.
 EM1085;SPC OK S     -   174,111.080   512,119.938   MT  0.99995101   -0 32 44.9
 EM1085;SPC OK S     -   571,229.43  1,680,180.16   sFT  0.99995101   -0 32 44.9
 EM1085;UTM  14      - 3,861,865.027   503,512.879   MT  0.99960015   +0 01 19.2
 EM1085
 EM1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1085!SPC OK S     -   0.99992817  x   0.99995101  =   0.99987919
 EM1085!UTM  14      -   0.99992817  x   0.99960015  =   0.99952835
 EM1085
 EM1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0351261865(NAD 83)
 EM1085
 EM1085                          SUPERSEDED SURVEY CONTROL
 EM1085
 EM1085  NAD 83(2007)-  34 53 57.10476(N)    098 57 41.58239(W) AD(2002.00) 0
 EM1085  ELLIP H (02/10/07)  457.642  (m)                       GP(2002.00)    
 EM1085  ELLIP H (04/16/01)  457.655  (m)                       GP(       ) 4 2
 EM1085  NAD 83(1993)-  34 53 57.10475(N)    098 57 41.58216(W) AD(       ) B
 EM1085  ELLIP H (05/09/94)  457.694  (m)                       GP(       ) 4 2
 EM1085  NAVD 88 (01/13/95)  483.2    (m)  UNKNOWN  model used  GPS OBS        
 EM1085  NAVD 88 (05/09/94)  483.2    (m)  GEOID93  model used  GPS OBS        
 EM1085
 EM1085.Superseded values are not recommended for survey control.
 EM1085
 EM1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1085.See file dsdata.pdf to determine how the superseded data were derived.
 EM1085
 EM1085_MARKER: DD = SURVEY DISK
 EM1085_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM1085_STAMPING: NO. 21 K 35 TT 1935
 EM1085_MARK LOGO: CGS+SS
 EM1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1085+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1993
 EM1085
 EM1085  HISTORY     - Date     Condition        Report By
 EM1085  HISTORY     - 1934     MONUMENTED       OKGS
 EM1085  HISTORY     - 19930407 GOOD             NGS
 EM1085
 EM1085                          STATION DESCRIPTION
 EM1085
 EM1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1085'STATION IS LOCATED ABOUT 27 KM (16.75 MI) NORTH OF SNYDER, 8 KM
 EM1085'(4.95 MI) NORTHEAST OF ROOSEVELT, ALONG A PAVED ROAD, JUST WEST OF A
 EM1085'SERIES OF ROAD CURVES, IN A PASTURE WITH MESQUITE TREES, ACROSS ROAD
 EM1085'FROM A ROCK-COVERED HILL, IN THE NORTHEAST 1/4 OF SECTION 14, T 5 N,
 EM1085'R 17 W. OWNERSHIP--LEON JONES, 326 WICHITA STREET, PO BOX 6,
 EM1085'ROOSEVELT, OK 73564.  PHONE IS 405-639-2477.
 EM1085'TO REACH FROM THE JUNCTION OF US HIGHWAY 183 AND STATE HIGHWAY 19 AT
 EM1085'ROOSEVELT, GO NORTHWEST ON HIGHWAY 183 FOR 5.20 KM (3.25 MI) TO A
 EM1085'CROSSROAD.  TURN RIGHT, EAST, ON PAVED ROAD FOR 6.36 KM (3.95 MI) TO
 EM1085'A DIRT CROSSROAD.  CONTINUE AHEAD FOR 0.98 KM (0.60 MI) TO THE
 EM1085'STATION ON THE RIGHT AT A FIELD ENTRANCE, 0.17 KM (0.10 MI) BEFORE
 EM1085'REACHING A ROAD CURVE.
 EM1085'STATION MARK IS A USCGS AND STATE SURVEY DISK SET IN THE TOP OF A
 EM1085'15-CM SQUARE CONCRETE POST PROJECTING 12 CM ABOVE GROUND.  IT IS 19.5
 EM1085'M (64.0 FT) SOUTH OF, AND LEVEL WITH, THE ROAD CENTER, 10.2 M
 EM1085'(33.5 FT) SOUTH OF THE PASTURE FENCE, 0.9 M (3.0 FT) NORTH OF A METAL
 EM1085'WITNESS POST, 1.2 M (3.9 FT) EAST OF A METAL WITNESS POST, AND 35.4 M
 EM1085'(116.1 FT) WEST-SOUTHWEST OF THE WEST GATEPOST AT FIELD ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0956 ***********************************************************************
 GG0956  CBN         -  This is a Cooperative Base Network Control Station.
 GG0956  DESIGNATION -  21 RGS
 GG0956  PID         -  GG0956
 GG0956  STATE/COUNTY-  OK/WAGONER
 GG0956  COUNTRY     -  US
 GG0956  USGS QUAD   -  CATOOSA SE (2019)
 GG0956
 GG0956                         *CURRENT SURVEY CONTROL
 GG0956  ______________________________________________________________________
 GG0956* NAD 83(2011) POSITION- 36 01 01.50648(N) 095 36 08.25989(W)   ADJUSTED
 GG0956* NAD 83(2011) ELLIP HT-   166.026 (meters)        (06/27/12)   ADJUSTED
 GG0956* NAD 83(2011) EPOCH   -  2010.00
 GG0956* NAVD 88 ORTHO HEIGHT -   195.3   (meters)      641.    (feet) GPS OBS
 GG0956  ______________________________________________________________________
 GG0956  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GG0956  GEOID HEIGHT    -        -29.154 (meters)                     GEOID96
 GG0956  GEOID HEIGHT    -        -29.233 (meters)                     GEOID18
 GG0956  NAD 83(2011) X  -   -504,223.333 (meters)                     COMP
 GG0956  NAD 83(2011) Y  - -5,140,347.787 (meters)                     COMP
 GG0956  NAD 83(2011) Z  -  3,729,822.833 (meters)                     COMP
 GG0956  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 GG0956
 GG0956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0956  Standards:
 GG0956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0956  -------------------------------------------------------------------
 GG0956  NETWORK    2.60   4.33           1.15   0.96   2.21      0.08519531
 GG0956  -------------------------------------------------------------------
 GG0956  Click here for local accuracies and other accuracy information.
 GG0956
 GG0956.The horizontal coordinates were established by GPS observations
 GG0956.and adjusted by the National Geodetic Survey in June 2012.
 GG0956
 GG0956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0956.been affixed to the stable North American tectonic plate. See 
 GG0956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0956
 GG0956.The horizontal coordinates are valid at the epoch date displayed above
 GG0956.which is a decimal equivalence of Year/Month/Day.
 GG0956
 GG0956.The orthometric height was determined by GPS observations and a
 GG0956.high-resolution geoid model.
 GG0956
 GG0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0956.GEOID18 height accuracy estimate available here.
 GG0956
 GG0956.Click photographs - Photos may exist for this station.
 GG0956
 GG0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0956
 GG0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0956
 GG0956.The ellipsoidal height was determined by GPS observations
 GG0956.and is referenced to NAD 83.
 GG0956
 GG0956. The following values were computed from the NAD 83(2011) position.
 GG0956
 GG0956;                    North         East     Units Scale Factor Converg.
 GG0956;SPC OK N     -   115,516.890   816,106.310   MT  0.99994883   +1 24 54.0
 GG0956;SPC OK N     -   378,991.66  2,677,508.79   sFT  0.99994883   +1 24 54.0
 GG0956;UTM  15      - 3,988,976.312   265,486.908   MT  1.00027771   -1 31 51.3
 GG0956
 GG0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0956!SPC OK N     -   0.99997394  x   0.99994883  =   0.99992277
 GG0956!UTM  15      -   0.99997394  x   1.00027771  =   1.00025165
 GG0956
 GG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6548688976(NAD 83)
 GG0956
 GG0956                          SUPERSEDED SURVEY CONTROL
 GG0956
 GG0956  NAD 83(2007)-  36 01 01.50655(N)    095 36 08.26064(W) AD(2002.00) 0
 GG0956  ELLIP H (02/10/07)  166.041  (m)                       GP(2002.00)    
 GG0956  ELLIP H (04/16/01)  166.044  (m)                       GP(       ) 4 2
 GG0956  NAD 83(1993)-  36 01 01.50675(N)    095 36 08.26042(W) AD(       ) B
 GG0956  ELLIP H (05/09/94)  166.138  (m)                       GP(       ) 4 2
 GG0956  NAVD 88 (01/13/95)  195.3    (m)  UNKNOWN  model used  GPS OBS        
 GG0956  NAVD 88 (05/09/94)  195.3    (m)  GEOID93  model used  GPS OBS        
 GG0956
 GG0956.Superseded values are not recommended for survey control.
 GG0956
 GG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0956.See file dsdata.pdf to determine how the superseded data were derived.
 GG0956
 GG0956_MARKER: DD = SURVEY DISK
 GG0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0956_STAMPING: 21 RGS 1962 640
 GG0956_MARK LOGO: USGS
 GG0956_PROJECTION: PROJECTING 15 CENTIMETERS
 GG0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0956+STABILITY: SURFACE MOTION
 GG0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0956+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2020
 GG0956
 GG0956  HISTORY     - Date     Condition        Report By
 GG0956  HISTORY     - 1962     MONUMENTED       USGS
 GG0956  HISTORY     - 19930505 GOOD             NGS
 GG0956  HISTORY     - 20080920 GOOD             3001
 GG0956  HISTORY     - 20150116 GOOD             AEROTE
 GG0956  HISTORY     - 20200506 GOOD             COTOK
 GG0956
 GG0956                          STATION DESCRIPTION
 GG0956
 GG0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GG0956'NOTE--UTILITY POLE IS 1.5 M (4.9 FT) SOUTHEAST OF STATION, MAY CAUSE
 GG0956'SOME INTERUPTION OF GPS SIGNAL.
 GG0956'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHEAST OF COWETA, 6
 GG0956'KM (3.70 MI) WEST OF FLAGG LAKE, ALONG A DIRT SECTION ROAD, ON A 1 M
 GG0956'(3.3 FT) HIGH CUTBANK, AT A UTILITY POLE WITH LINE LEADING TO SEVERAL
 GG0956'FARM BUILDINGS, IN THE NORTHEAST 1/4 SECTION 28, T 18 N, R 16 E.
 GG0956'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GG0956'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51, 51B AND 72 AT COWETA,
 GG0956'GO EAST ON HIGHWAY 51 FOR 1.40 KM (0.85 MI) TO A PAVED CROSSROAD.
 GG0956'TURN LEFT, NORTH, ON BEN LUMPKIN ROAD FOR 5.16 KM (3.20 MI) TO A
 GG0956'BRIDGE OVER THE MUSKOGEE TURNPIKE (NO EXIT).  CONTINUE AHEAD FOR 2.14
 GG0956'KM (1.30 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT, EAST, ON 101ST STREET
 GG0956'FOR 3.13 KM (1.95 MI) TO TOP OF RISE AND STATION ON THE RIGHT.
 GG0956'STATION MARK IS A DISK SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 GG0956'PROJECTING 5 CM ABOVE GROUND IN LOW WEEDS.  IT IS 131 M (429.8 FT)
 GG0956'WEST OF THE CENTER OF A ROAD LEADING NORTH, 7.5 M (24.6 FT) SOUTH OF
 GG0956'THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST IN
 GG0956'THE FENCELINE, 1.5 M (4.9 FT) NORTHWEST OF UTILITY POLE C3 28 1 (WITH
 GG0956'THREE-WAY LINE), 1.0 M (3.3 FT) WEST OF A WOODEN POST, 1.0 M
 GG0956'(3.3 FT) EAST OF A WOODEN POST, AND 0.4 M (1.3 FT) NORTHEAST OF A
 GG0956'METAL WITNESS POST.
 GG0956
 GG0956                          STATION RECOVERY (2008)
 GG0956
 GG0956'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GG0956'RECOVERED IN GOOD CONDITION.
 GG0956
 GG0956                          STATION RECOVERY (2015)
 GG0956
 GG0956'RECOVERY NOTE BY AEROTEC 2015 (CG)
 GG0956'RECOVERED IN GOOD CONDITION.
 GG0956
 GG0956                          STATION RECOVERY (2020)
 GG0956
 GG0956'RECOVERY NOTE BY CITY OF TULSA 2020 (PAK)
 GG0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0683 ***********************************************************************
 FJ0683  DESIGNATION -  22 A 31
 FJ0683  PID         -  FJ0683
 FJ0683  STATE/COUNTY-  OK/OKLAHOMA
 FJ0683  COUNTRY     -  US
 FJ0683  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0683
 FJ0683                         *CURRENT SURVEY CONTROL
 FJ0683  ______________________________________________________________________
 FJ0683* NAD 83(1986) POSITION- 35 28 21.86   (N) 097 30 43.94   (W)   HD_HELD1
 FJ0683* NAVD 88 ORTHO HEIGHT -   372.738 (meters)     1222.89  (feet) ADJUSTED
 FJ0683  ______________________________________________________________________
 FJ0683  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 FJ0683  DYNAMIC HEIGHT  -        372.382 (meters)     1221.72  (feet) COMP
 FJ0683  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 FJ0683
 FJ0683  VERT ORDER      -  FIRST     CLASS II
 FJ0683
 FJ0683.The horizontal coordinates were determined by differentially corrected
 FJ0683.hand held GPS observations or other comparable positioning techniques
 FJ0683.and have an estimated accuracy of +/- 3 meters.
 FJ0683
 FJ0683.The orthometric height was determined by differential leveling and
 FJ0683.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0683.in August 1994.
 FJ0683
 FJ0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0683.GEOID18 height accuracy estimate available here.
 FJ0683
 FJ0683.Click photographs - Photos may exist for this station.
 FJ0683
 FJ0683.The dynamic height is computed by dividing the NAVD 88
 FJ0683.geopotential number by the normal gravity value computed on the
 FJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0683.degrees latitude (g = 980.6199 gals.).
 FJ0683
 FJ0683.The modeled gravity was interpolated from observed gravity values.
 FJ0683
 FJ0683;                    North         East    Units  Estimated Accuracy
 FJ0683;SPC OK N     -    52,563.3     644,272.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0683
 FJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3498326487(NAD 83)
 FJ0683
 FJ0683                          SUPERSEDED SURVEY CONTROL
 FJ0683
 FJ0683  NAVD 88 (06/15/91)  372.812  (m)         1223.13   (f) SUPERSEDED  1 2
 FJ0683
 FJ0683.Superseded values are not recommended for survey control.
 FJ0683
 FJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0683.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0683
 FJ0683_MARKER: DD = SURVEY DISK
 FJ0683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0683_SP_SET: BRIDGE RAIL
 FJ0683_STAMPING: 22 A 31 TT 1934
 FJ0683_MARK LOGO: CGS+SS
 FJ0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0683+STABILITY: SURFACE MOTION
 FJ0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0683+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1994
 FJ0683
 FJ0683  HISTORY     - Date     Condition        Report By
 FJ0683  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0683  HISTORY     - 1984     GOOD             NGS
 FJ0683  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0683  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FJ0683  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FJ0683  HISTORY     - 19940114 GOOD             NGS
 FJ0683
 FJ0683                          STATION DESCRIPTION
 FJ0683
 FJ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0683'IN OKLAHOMA CITY.
 FJ0683'THE MARK IS 0.15 M BELOW TRACKS.
 FJ0683'LOCATED AT THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD OVERPASS OVER
 FJ0683'NORTHEAST 5TH STREET IN OKLAHOMA CITY, SET IN THE TOP OF THE SOUTH END
 FJ0683'OF THE CONCRETE BRIDGE RAIL, ABOUT 4.57 METERS (15.0 FT) ABOVE
 FJ0683'NORTHEAST 5TH STREET, 5.02 METERS (16.5 FT) WEST OF THE WEST RAIL OF
 FJ0683'THE EAST ONE OF FOUR TRACKS, 1.98 METERS (6.5 FT) EAST OF THE EAST
 FJ0683'RAIL OF THE THIRD TRACK EAST, AND 0.36 METERS (1.2 FT) SOUTHWEST OF
 FJ0683'THE SOUTHWEST CORNER OF A METAL PIPE GUARDRAIL.
 FJ0683
 FJ0683                          STATION RECOVERY (1988)
 FJ0683
 FJ0683'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0683'MARK NOT FOUND.
 FJ0683
 FJ0683                          STATION RECOVERY (1989)
 FJ0683
 FJ0683'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0683'MARK NOT FOUND.
 FJ0683
 FJ0683                          STATION RECOVERY (1990)
 FJ0683
 FJ0683'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0683'MARK NOT FOUND.
 FJ0683
 FJ0683                          STATION RECOVERY (1994)
 FJ0683
 FJ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0683'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FJ0683'NORTH 5TH STREET, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END
 FJ0683'OF THE EAST CONCRETE BRIDGE RAIL OF THE MAIN RAILROAD OVERPASS OF THE
 FJ0683'STREET, 13.2 M (43.3 FT) SOUTH OF THE STREET CENTER, 5.2 M (17.1 FT)
 FJ0683'WEST OF THE NEAR RAIL OF THE EAST SIDE TRACK, 4.6 M (15.1 FT) ABOVE
 FJ0683'THE LEVEL OF THE STREET, 2.0 M (6.6 FT) EAST OF THE NEAR RAIL OF THE
 FJ0683'MOST EASTERLY OF 2 MAIN TRACKS, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF
 FJ0683'THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0940 ***********************************************************************
 FJ0940  DESIGNATION -  22 B 11 TT
 FJ0940  PID         -  FJ0940
 FJ0940  STATE/COUNTY-  OK/CLEVELAND
 FJ0940  COUNTRY     -  US
 FJ0940  USGS QUAD   -  NORMAN (2018)
 FJ0940
 FJ0940                         *CURRENT SURVEY CONTROL
 FJ0940  ______________________________________________________________________
 FJ0940* NAD 83(1993) POSITION- 35 12 14.57244(N) 097 25 59.30914(W)   ADJUSTED
 FJ0940* NAVD 88 ORTHO HEIGHT -   351.55  (+/-2cm)     1153.4   (feet) VERTCON3
 FJ0940  ______________________________________________________________________
 FJ0940  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 FJ0940  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 FJ0940  HORZ ORDER      -  SECOND
 FJ0940  VERT ORDER      -  THIRD ? (See Below)
 FJ0940
 FJ0940.The horizontal coordinates were established by classical geodetic methods
 FJ0940.and adjusted by the National Geodetic Survey in November 1994.
 FJ0940
 FJ0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0940
 FJ0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0940.GEOID18 height accuracy estimate available here.
 FJ0940
 FJ0940.The vertical order pertains to the NGVD 29 superseded value.
 FJ0940
 FJ0940.Click photographs - Photos may exist for this station.
 FJ0940
 FJ0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0940
 FJ0940. The following values were computed from the NAD 83(1993) position.
 FJ0940
 FJ0940;                    North         East     Units Scale Factor Converg.
 FJ0940;SPC OK S     -   207,657.201   651,618.130   MT  0.99999434   +0 19 18.3
 FJ0940;SPC OK S     -   681,288.67  2,137,850.48   sFT  0.99999434   +0 19 18.3
 FJ0940;UTM  14      - 3,896,796.030   642,628.608   MT  0.99985071   +0 54 12.4
 FJ0940
 FJ0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0940!SPC OK S     -   0.99994898  x   0.99999434  =   0.99994332
 FJ0940!UTM  14      -   0.99994898  x   0.99985071  =   0.99979970
 FJ0940
 FJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4262896796(NAD 83)
 FJ0940
 FJ0940                          SUPERSEDED SURVEY CONTROL
 FJ0940
 FJ0940  NAD 83(1986)-  35 12 14.57875(N)    097 25 59.29267(W) AD(       ) 2
 FJ0940  NAD 27      -  35 12 14.33701(N)    097 25 58.17469(W) AD(       ) 2
 FJ0940  NGVD 29             351.47   (m)         1153.1    (f) LEVELING    3  
 FJ0940
 FJ0940.Superseded values are not recommended for survey control.
 FJ0940
 FJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0940.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0940
 FJ0940_MARKER: DD = SURVEY DISK
 FJ0940_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0940_STAMPING: 22 B 11 TT 1934
 FJ0940_MARK LOGO: CGS+SS
 FJ0940_PROJECTION: PROJECTING 25 CENTIMETERS
 FJ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0940
 FJ0940  HISTORY     - Date     Condition        Report By
 FJ0940  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0940  HISTORY     - 1957     GOOD             CGS
 FJ0940  HISTORY     - 20100617 MARK NOT FOUND   GEOCAC
 FJ0940
 FJ0940                          STATION DESCRIPTION
 FJ0940
 FJ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0940'STATION IS ABOUT 1-1/4 MILES SOUTHEAST OF THE CENTER OF
 FJ0940'NORMAN, 0.05 MILE WEST OF A CROSSROADS FORMED BY U.S. HIGHWAY
 FJ0940'77 AND LINDSAY ROAD, AT THE EXTREME SOUTHEAST CORNER OF
 FJ0940'THE UNIVERSITY OF OKLAHOMA CAMPUS, IN SECTION 32, T 9 N,
 FJ0940'R 2 W, AND ACROSS LINDSAY ROAD FROM THE SOUTH NORMAN MUNICIPAL
 FJ0940'WATER TANK.
 FJ0940'
 FJ0940'IT IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY
 FJ0940'AND STATE SURVEY DISK, STAMPED 22 B 11 TT 1934, SET IN A
 FJ0940'6 INCH SQUARE CONCRETE POST PROJECTING 10 INCHES, IS NEAR
 FJ0940'THE CENTER OF A SMALL TRIANGLE FORMED BY 5 IRON POSTS AND
 FJ0940'29 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS.  A TRAVERSE
 FJ0940'CONNECTION WAS MADE TO TRIANGULATION STATION UNIVERSITY.
 FJ0940'THE DISTANCE = 28.086 M. (92.15 FT.)
 FJ0940
 FJ0940                          STATION RECOVERY (2010)
 FJ0940
 FJ0940'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ0940'RECOVERED AS DESCRIBED, IN DESTROYED CONDITION.
 FJ0940'THE BROKEN STUMP OF THE MONUMENT IS STILL IN PLACE, BUT THE DISK IS
 FJ0940'MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0345 ***********************************************************************
 FJ0345  DESIGNATION -  22 B 3
 FJ0345  PID         -  FJ0345
 FJ0345  STATE/COUNTY-  OK/CLEVELAND
 FJ0345  COUNTRY     -  US
 FJ0345  USGS QUAD   -  MOORE (2018)
 FJ0345
 FJ0345                         *CURRENT SURVEY CONTROL
 FJ0345  ______________________________________________________________________
 FJ0345* NAD 83(1986) POSITION- 35 20 25.     (N) 097 29 03.     (W)   SCALED
 FJ0345* NAVD 88 ORTHO HEIGHT -   380.874 (meters)     1249.58  (feet) ADJUSTED
 FJ0345  ______________________________________________________________________
 FJ0345  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 FJ0345  DYNAMIC HEIGHT  -        380.506 (meters)     1248.38  (feet) COMP
 FJ0345  MODELED GRAVITY -    979,656.2   (mgal)                       NAVD 88
 FJ0345
 FJ0345  VERT ORDER      -  SECOND    CLASS 0
 FJ0345
 FJ0345.The horizontal coordinates were scaled from a map and have
 FJ0345.an estimated accuracy of +/- 6 seconds.
 FJ0345
 FJ0345.The orthometric height was determined by differential leveling and
 FJ0345.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0345.in August 1994.
 FJ0345
 FJ0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0345.GEOID18 height accuracy estimate available here.
 FJ0345
 FJ0345.Click photographs - Photos may exist for this station.
 FJ0345
 FJ0345.The dynamic height is computed by dividing the NAVD 88
 FJ0345.geopotential number by the normal gravity value computed on the
 FJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0345.degrees latitude (g = 980.6199 gals.).
 FJ0345
 FJ0345.The modeled gravity was interpolated from observed gravity values.
 FJ0345
 FJ0345;                    North         East    Units  Estimated Accuracy
 FJ0345;SPC OK S     -   222,750.      646,900.      MT  (+/- 180 meters Scaled)
 FJ0345
 FJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE377118(NAD 83)
 FJ0345
 FJ0345                          SUPERSEDED SURVEY CONTROL
 FJ0345
 FJ0345  NAVD 88 (06/15/91)  380.951  (m)         1249.84   (f) SUPERSEDED  2 0
 FJ0345  NGVD 29 (??/??/92)  380.817  (m)         1249.40   (f) ADJ UNCH    2 0
 FJ0345
 FJ0345.Superseded values are not recommended for survey control.
 FJ0345
 FJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0345.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0345
 FJ0345_MARKER: DD = SURVEY DISK
 FJ0345_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0345_STAMPING: 22 B 3
 FJ0345_MARK LOGO: CGS+SS
 FJ0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0345
 FJ0345  HISTORY     - Date     Condition        Report By
 FJ0345  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0345  HISTORY     - 1956     MARK NOT FOUND   CGS
 FJ0345
 FJ0345                          STATION DESCRIPTION
 FJ0345
 FJ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FJ0345'AT MOORE.
 FJ0345'AT MOORE, CLEVELAND COUNTY, ABOUT 1000 FEET NORTH ALONG THE
 FJ0345'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION, 60
 FJ0345'FEET EAST OF MILEPOST 393, 40 FEET EAST OF THE CENTERLINE OF
 FJ0345'THE TRACK, AND 70 FEET WEST OF POLE 393.  A STATE SURVEY STANDARD
 FJ0345'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- FALLS IN A DITCH
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0337 ***********************************************************************
 FJ0337  DESIGNATION -  22 B 8
 FJ0337  PID         -  FJ0337
 FJ0337  STATE/COUNTY-  OK/CLEVELAND
 FJ0337  COUNTRY     -  US
 FJ0337  USGS QUAD   -  NORMAN (2018)
 FJ0337
 FJ0337                         *CURRENT SURVEY CONTROL
 FJ0337  ______________________________________________________________________
 FJ0337* NAD 83(1986) POSITION- 35 14 49.     (N) 097 27 35.     (W)   SCALED
 FJ0337* NAVD 88 ORTHO HEIGHT -   359.356 (meters)     1178.99  (feet) ADJUSTED
 FJ0337  ______________________________________________________________________
 FJ0337  GEOID HEIGHT    -        -26.598 (meters)                     GEOID18
 FJ0337  DYNAMIC HEIGHT  -        359.008 (meters)     1177.85  (feet) COMP
 FJ0337  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 FJ0337
 FJ0337  VERT ORDER      -  SECOND    CLASS 0
 FJ0337
 FJ0337.The horizontal coordinates were scaled from a map and have
 FJ0337.an estimated accuracy of +/- 6 seconds.
 FJ0337
 FJ0337.The orthometric height was determined by differential leveling and
 FJ0337.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0337.in August 1994.
 FJ0337
 FJ0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0337.GEOID18 height accuracy estimate available here.
 FJ0337
 FJ0337.Click photographs - Photos may exist for this station.
 FJ0337
 FJ0337.The dynamic height is computed by dividing the NAVD 88
 FJ0337.geopotential number by the normal gravity value computed on the
 FJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0337.degrees latitude (g = 980.6199 gals.).
 FJ0337
 FJ0337.The modeled gravity was interpolated from observed gravity values.
 FJ0337
 FJ0337;                    North         East    Units  Estimated Accuracy
 FJ0337;SPC OK S     -   212,400.      649,170.      MT  (+/- 180 meters Scaled)
 FJ0337
 FJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE401015(NAD 83)
 FJ0337
 FJ0337                          SUPERSEDED SURVEY CONTROL
 FJ0337
 FJ0337  NAVD 88 (06/15/91)  359.410  (m)         1179.16   (f) SUPERSEDED  2 0
 FJ0337  NGVD 29 (??/??/92)  359.287  (m)         1178.76   (f) ADJ UNCH    2 0
 FJ0337
 FJ0337.Superseded values are not recommended for survey control.
 FJ0337
 FJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0337.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0337
 FJ0337_MARKER: DD = SURVEY DISK
 FJ0337_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0337_STAMPING: 22-B-8 TT 1934
 FJ0337_MARK LOGO: CGS+SS
 FJ0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0337
 FJ0337  HISTORY     - Date     Condition        Report By
 FJ0337  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0337  HISTORY     - 1944     GOOD             CGS
 FJ0337  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0337
 FJ0337                          STATION DESCRIPTION
 FJ0337
 FJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 FJ0337'2 MI N FROM NORMAN.
 FJ0337'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0337'FROM THE STATION AT NORMAN, 250 FEET SOUTH OF A ROAD CROSSING,
 FJ0337'105 FEET NORTHWEST OF SIGNAL TOWER 3992, 32.3 FEET WEST OF THE
 FJ0337'WEST RAIL, AND 10 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STATE
 FJ0337'SURVEY STANDARD DISK, STAMPED 22-B-8 TT 1934 AND SET IN THE TOP
 FJ0337'OF A CONCRETE POST.
 FJ0337
 FJ0337                          STATION RECOVERY (1994)
 FJ0337
 FJ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0924 ***********************************************************************
 FJ0924  DESIGNATION -  22 D 29 TT
 FJ0924  PID         -  FJ0924
 FJ0924  STATE/COUNTY-  OK/CLEVELAND
 FJ0924  COUNTRY     -  US
 FJ0924  USGS QUAD   -  EASON (2018)
 FJ0924
 FJ0924                         *CURRENT SURVEY CONTROL
 FJ0924  ______________________________________________________________________
 FJ0924* NAD 83(1993) POSITION- 35 00 19.34318(N) 097 10 39.21365(W)   ADJUSTED
 FJ0924* NAVD 88 ORTHO HEIGHT -   360.56  (+/-2cm)     1182.9   (feet) VERTCON3
 FJ0924  ______________________________________________________________________
 FJ0924  GEOID HEIGHT    -        -26.182 (meters)                     GEOID18
 FJ0924  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 FJ0924  HORZ ORDER      -  SECOND
 FJ0924  VERT ORDER      -  THIRD ? (See Below)
 FJ0924
 FJ0924.The horizontal coordinates were established by classical geodetic methods
 FJ0924.and adjusted by the National Geodetic Survey in November 1994.
 FJ0924
 FJ0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0924
 FJ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0924.GEOID18 height accuracy estimate available here.
 FJ0924
 FJ0924.The vertical order pertains to the NGVD 29 superseded value.
 FJ0924
 FJ0924.Click photographs - Photos may exist for this station.
 FJ0924
 FJ0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0924
 FJ0924. The following values were computed from the NAD 83(1993) position.
 FJ0924
 FJ0924;                    North         East     Units Scale Factor Converg.
 FJ0924;SPC OK S     -   185,777.110   675,070.577   MT  0.99996288   +0 28 00.6
 FJ0924;SPC OK S     -   609,503.74  2,214,794.05   sFT  0.99996288   +0 28 00.6
 FJ0924;UTM  14      - 3,875,156.418   666,299.521   MT  0.99994085   +1 02 44.5
 FJ0924
 FJ0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0924!SPC OK S     -   0.99994752  x   0.99996288  =   0.99991040
 FJ0924!UTM  14      -   0.99994752  x   0.99994085  =   0.99988837
 FJ0924
 FJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6629975156(NAD 83)
 FJ0924
 FJ0924                          SUPERSEDED SURVEY CONTROL
 FJ0924
 FJ0924  NAD 83(1986)-  35 00 19.34821(N)    097 10 39.19834(W) AD(       ) 2
 FJ0924  NAD 27      -  35 00 19.08052(N)    097 10 38.10894(W) AD(       ) 2
 FJ0924  NGVD 29             360.47   (m)         1182.6    (f) LEVELING    3  
 FJ0924
 FJ0924.Superseded values are not recommended for survey control.
 FJ0924
 FJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0924.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0924
 FJ0924_MARKER: DD = SURVEY DISK
 FJ0924_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0924_STAMPING: 22 D 29 TT 1935
 FJ0924_MARK LOGO: CGS+SS
 FJ0924_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0924
 FJ0924  HISTORY     - Date     Condition        Report By
 FJ0924  HISTORY     - 1935     MONUMENTED       OKGS
 FJ0924  HISTORY     - 1957     GOOD             CGS
 FJ0924
 FJ0924                          STATION DESCRIPTION
 FJ0924
 FJ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0924'STATION IS ABOUT 2 MILES NORTH AND 3 MILES EAST OF CORBETT,
 FJ0924'IN THE SOUTHEAST 1/4 OF SECTION 10, T 6 N, R 1 E.
 FJ0924'
 FJ0924'IT IS A STANDARD COAST AND GEODETIC SURVEY AND STATE SURVEY
 FJ0924'DISK, STAMPED NO 22D29 TT 1935, SET IN THE TOP OF A 4-INCH,
 FJ0924'SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS 45 FEET
 FJ0924'WEST OF THE CENTER OF A DIRT ROAD, 6 FEET SOUTH-SOUTHEAST
 FJ0924'OF A BLAZE ON THE EAST SIDE OF A POWERLINE POLE AND 4 FEET EAST
 FJ0924'OF A FENCE.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK
 FJ0924'FROM TRIANGULATION STATION POND.  THE DISTANCE = 30.258 M.
 FJ0924'(99.271 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0987 ***********************************************************************
 FJ0987  DESIGNATION -  22 H 10 TT
 FJ0987  PID         -  FJ0987
 FJ0987  STATE/COUNTY-  OK/OKLAHOMA
 FJ0987  COUNTRY     -  US
 FJ0987  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0987
 FJ0987                         *CURRENT SURVEY CONTROL
 FJ0987  ______________________________________________________________________
 FJ0987* NAD 83(1993) POSITION- 35 29 35.40665(N) 097 22 33.80845(W)   ADJUSTED
 FJ0987* NAVD 88 ORTHO HEIGHT -   381.79  (+/-2cm)     1252.6   (feet) VERTCON3
 FJ0987  ______________________________________________________________________
 FJ0987  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0987  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 FJ0987  HORZ ORDER      -  SECOND
 FJ0987  VERT ORDER      -  THIRD ? (See Below)
 FJ0987
 FJ0987.The horizontal coordinates were established by classical geodetic methods
 FJ0987.and adjusted by the National Geodetic Survey in November 1994.
 FJ0987
 FJ0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0987
 FJ0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0987.GEOID18 height accuracy estimate available here.
 FJ0987
 FJ0987.The vertical order pertains to the NGVD 29 superseded value.
 FJ0987
 FJ0987.Click photographs - Photos may exist for this station.
 FJ0987
 FJ0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0987
 FJ0987. The following values were computed from the NAD 83(1993) position.
 FJ0987
 FJ0987;                    North         East     Units Scale Factor Converg.
 FJ0987;SPC OK N     -    54,900.740   656,615.091   MT  1.00001415   +0 22 05.6
 FJ0987;SPC OK N     -   180,120.18  2,154,244.68   sFT  1.00001415   +0 22 05.6
 FJ0987;UTM  14      - 3,928,947.991   647,299.293   MT  0.99986738   +0 56 34.9
 FJ0987
 FJ0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0987!SPC OK N     -   0.99994432  x   1.00001415  =   0.99995847
 FJ0987!UTM  14      -   0.99994432  x   0.99986738  =   0.99981171
 FJ0987
 FJ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4729928947(NAD 83)
 FJ0987
 FJ0987                          SUPERSEDED SURVEY CONTROL
 FJ0987
 FJ0987  NAD 83(1986)-  35 29 35.41271(N)    097 22 33.79079(W) AD(       ) 2
 FJ0987  NAD 27      -  35 29 35.19207(N)    097 22 32.66264(W) AD(       ) 2
 FJ0987  NGVD 29             381.71   (m)         1252.3    (f) LEVELING    3  
 FJ0987
 FJ0987.Superseded values are not recommended for survey control.
 FJ0987
 FJ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0987.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0987
 FJ0987_MARKER: DD = SURVEY DISK
 FJ0987_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0987_STAMPING: 22 H 10 TT 1936
 FJ0987_MARK LOGO: CGS+SS
 FJ0987_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0987
 FJ0987  HISTORY     - Date     Condition        Report By
 FJ0987  HISTORY     - 1936     MONUMENTED       OKCC
 FJ0987  HISTORY     - 20011004 MARK NOT FOUND   INDIV
 FJ0987
 FJ0987                          STATION DESCRIPTION
 FJ0987
 FJ0987'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1936 (NET)
 FJ0987'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF
 FJ0987'OKLAHOMA CITY, 2 MILES SOUTH OF SPENCER ON THE RIGHT-OF-WAY
 FJ0987'OF U.S. HIGHWAYS 62 AND 270.
 FJ0987'
 FJ0987'THE STATION IS A U.S.C. AND G.S. AND OKLA. STATE SURVEY
 FJ0987'DISK STAMPED 22 H 10 TT 1936, IS SET 36 FEET NORTH OF THE
 FJ0987'CENTER LINE OF THE HIGHWAY, 9 FEET WEST OF TELEPHONE POLE
 FJ0987'NO. 77 AND 9.118 METERS EAST OF TRIANGULATION STATION STAR
 FJ0987'FROM WHICH A TRAVERSE CONNECTION WAS MADE.
 FJ0987
 FJ0987                          STATION RECOVERY (2001)
 FJ0987
 FJ0987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0987'MARK NOT RECOVERED.  THE MARK MAY HAVE BEEN DESTROYED DURING A 1971
 FJ0987'PROJECT (SU 1117 (15) CS) TO WIDEN THE ROAD.  A CHECK WITH ODOT AND
 FJ0987'LOOK AT THE SITE PLANS INDICATES THAT THE ROADBED WAS EXTENDED TO THE
 FJ0987'POSITION OF THE MARK.  THE RESIDENT ENGINEER OF THE PROJECT WAS NOT
 FJ0987'LOCATED AS HE WAS DECEASED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0485 ***********************************************************************
 FH0485  DESIGNATION -  23
 FH0485  PID         -  FH0485
 FH0485  STATE/COUNTY-  OK/MUSKOGEE
 FH0485  COUNTRY     -  US
 FH0485  USGS QUAD   -  WEBBERS FALLS (2018)
 FH0485
 FH0485                         *CURRENT SURVEY CONTROL
 FH0485  ______________________________________________________________________
 FH0485* NAD 83(1986) POSITION- 35 36 29.     (N) 095 10 39.     (W)   SCALED
 FH0485* NAVD 88 ORTHO HEIGHT -   154.981 (meters)      508.47  (feet) ADJUSTED
 FH0485  ______________________________________________________________________
 FH0485  GEOID HEIGHT    -        -29.622 (meters)                     GEOID18
 FH0485  DYNAMIC HEIGHT  -        154.839 (meters)      508.00  (feet) COMP
 FH0485  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 FH0485
 FH0485  VERT ORDER      -  SECOND    CLASS 0
 FH0485
 FH0485.The horizontal coordinates were scaled from a map and have
 FH0485.an estimated accuracy of +/- 6 seconds.
 FH0485
 FH0485.The orthometric height was determined by differential leveling and
 FH0485.adjusted by the NATIONAL GEODETIC SURVEY
 FH0485.in June 1991.
 FH0485
 FH0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0485.GEOID18 height accuracy estimate available here.
 FH0485
 FH0485.Click photographs - Photos may exist for this station.
 FH0485
 FH0485.The dynamic height is computed by dividing the NAVD 88
 FH0485.geopotential number by the normal gravity value computed on the
 FH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0485.degrees latitude (g = 980.6199 gals.).
 FH0485
 FH0485.The modeled gravity was interpolated from observed gravity values.
 FH0485
 FH0485;                    North         East    Units  Estimated Accuracy
 FH0485;SPC OK N     -    71,180.      855,700.      MT  (+/- 180 meters Scaled)
 FH0485
 FH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV027426(NAD 83)
 FH0485
 FH0485                          SUPERSEDED SURVEY CONTROL
 FH0485
 FH0485  NGVD 29 (??/??/92)  154.858  (m)          508.06   (f) ADJ UNCH    2 0
 FH0485
 FH0485.Superseded values are not recommended for survey control.
 FH0485
 FH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0485.See file dsdata.pdf to determine how the superseded data were derived.
 FH0485
 FH0485_MARKER: DD = SURVEY DISK
 FH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0485_STAMPING: 23
 FH0485_MARK LOGO: USACE
 FH0485_PROJECTION: FLUSH
 FH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0485+STABILITY: SURFACE MOTION
 FH0485
 FH0485  HISTORY     - Date     Condition        Report By
 FH0485  HISTORY     - UNK      MONUMENTED       USACE
 FH0485  HISTORY     - 1934     GOOD             CGS
 FH0485  HISTORY     - 1960     GOOD             CGS
 FH0485
 FH0485                          STATION DESCRIPTION
 FH0485
 FH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0485'4.1 MI SE FROM BRAGGS.
 FH0485'264 FEET SOUTH OF MILE POST 553/15.  42 FEET EAST OF NEAREST
 FH0485'RAIL OF MISSOURI-PACIFIC RAILWAY TRACK.  8 FEET ABOVE LEVEL
 FH0485'OF TRACK.  ON RAILROAD PROPERTY FENCE LINE.  NOTE-- ABOUT 47
 FH0485'PACES NORTH OF THE CENTER OF A STEEL GATE THAT IS AT THE SOUTHWEST
 FH0485'CORNER OF A PASTURE, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE
 FH0485'AND FLUSH WITH THE GROUND.
 FH0485
 FH0485                          STATION RECOVERY (1960)
 FH0485
 FH0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0200 ***********************************************************************
 GG0200  DESIGNATION -  236
 GG0200  PID         -  GG0200
 GG0200  STATE/COUNTY-  OK/ADAIR
 GG0200  COUNTRY     -  US
 GG0200  USGS QUAD   -  WATTS (2019)
 GG0200
 GG0200                         *CURRENT SURVEY CONTROL
 GG0200  ______________________________________________________________________
 GG0200* NAD 83(1986) POSITION- 36 06 21.     (N) 094 34 17.     (W)   SCALED
 GG0200* NAVD 88 ORTHO HEIGHT -   292.032 (meters)      958.11  (feet) ADJUSTED
 GG0200  ______________________________________________________________________
 GG0200  GEOID HEIGHT    -        -28.473 (meters)                     GEOID18
 GG0200  DYNAMIC HEIGHT  -        291.774 (meters)      957.26  (feet) COMP
 GG0200  MODELED GRAVITY -    979,742.0   (mgal)                       NAVD 88
 GG0200
 GG0200  VERT ORDER      -  SECOND    CLASS 0
 GG0200
 GG0200.The horizontal coordinates were scaled from a map and have
 GG0200.an estimated accuracy of +/- 6 seconds.
 GG0200
 GG0200.The orthometric height was determined by differential leveling and
 GG0200.adjusted by the NATIONAL GEODETIC SURVEY
 GG0200.in June 1991.
 GG0200
 GG0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0200.GEOID18 height accuracy estimate available here.
 GG0200
 GG0200.Click photographs - Photos may exist for this station.
 GG0200
 GG0200.The dynamic height is computed by dividing the NAVD 88
 GG0200.geopotential number by the normal gravity value computed on the
 GG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0200.degrees latitude (g = 980.6199 gals.).
 GG0200
 GG0200.The modeled gravity was interpolated from observed gravity values.
 GG0200
 GG0200;                    North         East    Units  Estimated Accuracy
 GG0200;SPC OK N     -   128,150.      908,640.      MT  (+/- 180 meters Scaled)
 GG0200
 GG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV585968(NAD 83)
 GG0200
 GG0200                          SUPERSEDED SURVEY CONTROL
 GG0200
 GG0200  NGVD 29 (??/??/92)  291.899  (m)          957.67   (f) ADJ UNCH    2 0
 GG0200
 GG0200.Superseded values are not recommended for survey control.
 GG0200
 GG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0200.See file dsdata.pdf to determine how the superseded data were derived.
 GG0200
 GG0200_MARKER: Z = SEE DESCRIPTION
 GG0200_SETTING: 0 = UNSPECIFIED SETTING
 GG0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0200
 GG0200  HISTORY     - Date     Condition        Report By
 GG0200  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0200  HISTORY     - 1934     GOOD             CGS
 GG0200  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0200
 GG0200                          STATION DESCRIPTION
 GG0200
 GG0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0200'AT WATTS.
 GG0200'AT WATTS.  K.C.S. RR DEPOT.  700 FEET EAST OF KANSAS CITY
 GG0200'SOUTHERN RAILROAD STATION.  60 FEET NORTH OF TRACK, 45 FEET
 GG0200'SOUTH OF HIGHWAY 14.  MILEPOST 236.
 GG0200
 GG0200                          STATION RECOVERY (1960)
 GG0200
 GG0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0199 ***********************************************************************
 GG0199  DESIGNATION -  237
 GG0199  PID         -  GG0199
 GG0199  STATE/COUNTY-  OK/ADAIR
 GG0199  COUNTRY     -  US
 GG0199  USGS QUAD   -  WATTS (2019)
 GG0199
 GG0199                         *CURRENT SURVEY CONTROL
 GG0199  ______________________________________________________________________
 GG0199* NAD 83(1986) POSITION- 36 05 57.     (N) 094 35 07.     (W)   SCALED
 GG0199* NAVD 88 ORTHO HEIGHT -   292.255 (meters)      958.84  (feet) ADJUSTED
 GG0199  ______________________________________________________________________
 GG0199  GEOID HEIGHT    -        -28.484 (meters)                     GEOID18
 GG0199  DYNAMIC HEIGHT  -        291.997 (meters)      957.99  (feet) COMP
 GG0199  MODELED GRAVITY -    979,740.6   (mgal)                       NAVD 88
 GG0199
 GG0199  VERT ORDER      -  SECOND    CLASS 0
 GG0199
 GG0199.The horizontal coordinates were scaled from a map and have
 GG0199.an estimated accuracy of +/- 6 seconds.
 GG0199
 GG0199.The orthometric height was determined by differential leveling and
 GG0199.adjusted by the NATIONAL GEODETIC SURVEY
 GG0199.in June 1991.
 GG0199
 GG0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0199.GEOID18 height accuracy estimate available here.
 GG0199
 GG0199.Click photographs - Photos may exist for this station.
 GG0199
 GG0199.The dynamic height is computed by dividing the NAVD 88
 GG0199.geopotential number by the normal gravity value computed on the
 GG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0199.degrees latitude (g = 980.6199 gals.).
 GG0199
 GG0199.The modeled gravity was interpolated from observed gravity values.
 GG0199
 GG0199;                    North         East    Units  Estimated Accuracy
 GG0199;SPC OK N     -   127,360.      907,420.      MT  (+/- 180 meters Scaled)
 GG0199
 GG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV572961(NAD 83)
 GG0199
 GG0199                          SUPERSEDED SURVEY CONTROL
 GG0199
 GG0199  NGVD 29 (??/??/92)  292.122  (m)          958.40   (f) ADJ UNCH    2 0
 GG0199
 GG0199.Superseded values are not recommended for survey control.
 GG0199
 GG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0199.See file dsdata.pdf to determine how the superseded data were derived.
 GG0199
 GG0199_MARKER: Z = SEE DESCRIPTION
 GG0199_SETTING: 0 = UNSPECIFIED SETTING
 GG0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0199
 GG0199  HISTORY     - Date     Condition        Report By
 GG0199  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0199  HISTORY     - 1934     GOOD             CGS
 GG0199  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0199
 GG0199                          STATION DESCRIPTION
 GG0199
 GG0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0199'0.9 MI S FROM WATTS.
 GG0199'0.9 MILES SOUTH OF WATTS K.C.S. RR STATION 300 FEET EAST OF
 GG0199'TELEPHONE HOUSE.  75 FEET NORTH OF KANSAS CITY SOUTHERN RAILROAD
 GG0199'TRACK, SOUTH OF HIGHWAY.
 GG0199
 GG0199                          STATION RECOVERY (1960)
 GG0199
 GG0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0479 ***********************************************************************
 FH0479  DESIGNATION -  25
 FH0479  PID         -  FH0479
 FH0479  STATE/COUNTY-  OK/SEQUOYAH
 FH0479  COUNTRY     -  US
 FH0479  USGS QUAD   -  GORE (2019)
 FH0479
 FH0479                         *CURRENT SURVEY CONTROL
 FH0479  ______________________________________________________________________
 FH0479* NAD 83(1986) POSITION- 35 31 45.     (N) 095 07 03.     (W)   SCALED
 FH0479* NAVD 88 ORTHO HEIGHT -   152.361 (meters)      499.87  (feet) ADJUSTED
 FH0479  ______________________________________________________________________
 FH0479  GEOID HEIGHT    -        -29.808 (meters)                     GEOID18
 FH0479  DYNAMIC HEIGHT  -        152.221 (meters)      499.41  (feet) COMP
 FH0479  MODELED GRAVITY -    979,712.3   (mgal)                       NAVD 88
 FH0479
 FH0479  VERT ORDER      -  SECOND    CLASS 0
 FH0479
 FH0479.The horizontal coordinates were scaled from a map and have
 FH0479.an estimated accuracy of +/- 6 seconds.
 FH0479
 FH0479.The orthometric height was determined by differential leveling and
 FH0479.adjusted by the NATIONAL GEODETIC SURVEY
 FH0479.in June 1991.
 FH0479
 FH0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0479.GEOID18 height accuracy estimate available here.
 FH0479
 FH0479.Click photographs - Photos may exist for this station.
 FH0479
 FH0479.The dynamic height is computed by dividing the NAVD 88
 FH0479.geopotential number by the normal gravity value computed on the
 FH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0479.degrees latitude (g = 980.6199 gals.).
 FH0479
 FH0479.The modeled gravity was interpolated from observed gravity values.
 FH0479
 FH0479;                    North         East    Units  Estimated Accuracy
 FH0479;SPC OK N     -    62,590.      861,400.      MT  (+/- 180 meters Scaled)
 FH0479
 FH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV080337(NAD 83)
 FH0479
 FH0479                          SUPERSEDED SURVEY CONTROL
 FH0479
 FH0479  NGVD 29 (??/??/92)  152.237  (m)          499.46   (f) ADJ UNCH    2 0
 FH0479
 FH0479.Superseded values are not recommended for survey control.
 FH0479
 FH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0479.See file dsdata.pdf to determine how the superseded data were derived.
 FH0479
 FH0479_MARKER: DD = SURVEY DISK
 FH0479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0479_SP_SET: SIDEWALK
 FH0479_STAMPING: 25 ELEV 497.53
 FH0479_MARK LOGO: USACE
 FH0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0479+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2022
 FH0479
 FH0479  HISTORY     - Date     Condition        Report By
 FH0479  HISTORY     - UNK      MONUMENTED       USACE
 FH0479  HISTORY     - 1940     GOOD             CGS
 FH0479  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0479  HISTORY     - 20221231 GOOD             OKDOT
 FH0479
 FH0479                          STATION DESCRIPTION
 FH0479
 FH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0479'AT GORE BENCH MARK IS AT THE SOUTH CORNER OF THE OLD ILLINOIS BANK
 FH0479'BUILDING, SET FLUSH AND HORIZONTALLY IN THE SIDEWALK.
 FH0479
 FH0479                          STATION RECOVERY (1974)
 FH0479
 FH0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0479'MARK NOT FOUND.
 FH0479
 FH0479                          STATION RECOVERY (2022)
 FH0479
 FH0479'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1025 ***********************************************************************
 EM1025  DESIGNATION -  25 B 4 TT
 EM1025  PID         -  EM1025
 EM1025  STATE/COUNTY-  OK/JACKSON
 EM1025  COUNTRY     -  US
 EM1025  USGS QUAD   -  MCQUEEN (2018)
 EM1025
 EM1025                         *CURRENT SURVEY CONTROL
 EM1025  ______________________________________________________________________
 EM1025* NAD 83(1993) POSITION- 34 39 58.86381(N) 099 39 27.45788(W)   ADJUSTED
 EM1025* NAVD 88 ORTHO HEIGHT -   458.56  (+/-2cm)     1504.5   (feet) VERTCON3
 EM1025  ______________________________________________________________________
 EM1025  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 EM1025  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 EM1025  HORZ ORDER      -  SECOND
 EM1025  VERT ORDER      -  THIRD ? (See Below)
 EM1025
 EM1025.The horizontal coordinates were established by classical geodetic methods
 EM1025.and adjusted by the National Geodetic Survey in November 1994.
 EM1025
 EM1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1025
 EM1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1025.GEOID18 height accuracy estimate available here.
 EM1025
 EM1025.The vertical order pertains to the NGVD 29 superseded value.
 EM1025
 EM1025.Click photographs - Photos may exist for this station.
 EM1025
 EM1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1025
 EM1025. The following values were computed from the NAD 83(1993) position.
 EM1025
 EM1025;                    North         East     Units Scale Factor Converg.
 EM1025;SPC OK S     -   149,110.389   448,082.991   MT  0.99993697   -0 56 27.2
 EM1025;SPC OK S     -   489,206.33  1,470,085.61   sFT  0.99993697   -0 56 27.2
 EM1025;UTM  14      - 3,836,240.368   439,747.394   MT  0.99964475   -0 22 26.6
 EM1025
 EM1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1025!SPC OK S     -   0.99993239  x   0.99993697  =   0.99986936
 EM1025!UTM  14      -   0.99993239  x   0.99964475  =   0.99957716
 EM1025
 EM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3974736240(NAD 83)
 EM1025
 EM1025                          SUPERSEDED SURVEY CONTROL
 EM1025
 EM1025  NAD 83(1986)-  34 39 58.86966(N)    099 39 27.45023(W) AD(       ) 2
 EM1025  NAD 27      -  34 39 58.63300(N)    099 39 26.11800(W) AD(       ) 2
 EM1025  NGVD 29             458.34   (m)         1503.7    (f) LEVELING    3  
 EM1025
 EM1025.Superseded values are not recommended for survey control.
 EM1025
 EM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1025.See file dsdata.pdf to determine how the superseded data were derived.
 EM1025
 EM1025_MARKER: DD = SURVEY DISK
 EM1025_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM1025_STAMPING: 25 B 4 TT 1934
 EM1025_MARK LOGO: CGS+SS
 EM1025_PROJECTION: PROJECTING 3 CENTIMETERS
 EM1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM1025
 EM1025  HISTORY     - Date     Condition        Report By
 EM1025  HISTORY     - 1934     MONUMENTED       OKGS
 EM1025  HISTORY     - 1948     GOOD             OKGS
 EM1025
 EM1025                          STATION DESCRIPTION
 EM1025
 EM1025'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1948
 EM1025'SEE STATION MCQUEEN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0882 ***********************************************************************
 EM0882  DESIGNATION -  25 F 3
 EM0882  PID         -  EM0882
 EM0882  STATE/COUNTY-  OK/JACKSON
 EM0882  COUNTRY     -  US
 EM0882  USGS QUAD   -  ALTUS (2018)
 EM0882
 EM0882                         *CURRENT SURVEY CONTROL
 EM0882  ______________________________________________________________________
 EM0882* NAD 83(1993) POSITION- 34 39 07.69320(N) 099 20 08.09421(W)   ADJUSTED
 EM0882* NAVD 88 ORTHO HEIGHT -   434.11  (+/-2cm)     1424.2   (feet) VERTCON3
 EM0882  ______________________________________________________________________
 EM0882  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 EM0882  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 EM0882  HORZ ORDER      -  SECOND
 EM0882  VERT ORDER      -  THIRD ? (See Below)
 EM0882
 EM0882.The horizontal coordinates were established by classical geodetic methods
 EM0882.and adjusted by the National Geodetic Survey in November 1994.
 EM0882
 EM0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0882
 EM0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0882.GEOID18 height accuracy estimate available here.
 EM0882
 EM0882.The vertical order pertains to the NGVD 29 superseded value.
 EM0882
 EM0882.Click photographs - Photos may exist for this station.
 EM0882
 EM0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0882
 EM0882. The following values were computed from the NAD 83(1993) position.
 EM0882
 EM0882;                    North         East     Units Scale Factor Converg.
 EM0882;SPC OK S     -   147,096.197   477,574.787   MT  0.99993664   -0 45 29.2
 EM0882;SPC OK S     -   482,598.11  1,566,843.28   sFT  0.99993664   -0 45 29.2
 EM0882;UTM  14      - 3,834,518.691   469,248.520   MT  0.99961166   -0 11 26.9
 EM0882
 EM0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0882!SPC OK S     -   0.99993612  x   0.99993664  =   0.99987276
 EM0882!UTM  14      -   0.99993612  x   0.99961166  =   0.99954780
 EM0882
 EM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6924834518(NAD 83)
 EM0882
 EM0882                          SUPERSEDED SURVEY CONTROL
 EM0882
 EM0882  NAD 83(1986)-  34 39 07.70050(N)    099 20 08.08768(W) AD(       ) 2
 EM0882  NAD 27      -  34 39 07.45000(N)    099 20 06.77900(W) AD(       ) 2
 EM0882  NGVD 29             433.92   (m)         1423.6    (f) LEVELING    3  
 EM0882
 EM0882.Superseded values are not recommended for survey control.
 EM0882
 EM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0882.See file dsdata.pdf to determine how the superseded data were derived.
 EM0882
 EM0882_MARKER: DD = SURVEY DISK
 EM0882_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EM0882+WITH SETTING: PAVEMENT
 EM0882_SP_SET: WATER TANK BASE
 EM0882_STAMPING: 25 F 3 1936
 EM0882_MARK LOGO: OKCC
 EM0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0882+STABILITY: SURFACE MOTION
 EM0882
 EM0882  HISTORY     - Date     Condition        Report By
 EM0882  HISTORY     - 1936     MONUMENTED       OKCC
 EM0882  HISTORY     - 1948     GOOD             OKGS
 EM0882
 EM0882                          STATION DESCRIPTION
 EM0882
 EM0882'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1948
 EM0882'SEE STATION ALTUS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1042 ***********************************************************************
 EM1042  DESIGNATION -  25 H 27 TT
 EM1042  PID         -  EM1042
 EM1042  STATE/COUNTY-  OK/HARMON
 EM1042  COUNTRY     -  US
 EM1042  USGS QUAD   -  VINSON (2018)
 EM1042
 EM1042                         *CURRENT SURVEY CONTROL
 EM1042  ______________________________________________________________________
 EM1042* NAD 83(1993) POSITION- 34 54 01.83225(N) 099 48 04.75035(W)   ADJUSTED
 EM1042* NAVD 88 ORTHO HEIGHT -   565.22  (+/-2cm)     1854.4   (feet) VERTCON3
 EM1042  ______________________________________________________________________
 EM1042  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 EM1042  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 EM1042  HORZ ORDER      -  SECOND
 EM1042  VERT ORDER      -  THIRD ? (See Below)
 EM1042
 EM1042.The horizontal coordinates were established by classical geodetic methods
 EM1042.and adjusted by the National Geodetic Survey in November 1994.
 EM1042
 EM1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1042
 EM1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1042.GEOID18 height accuracy estimate available here.
 EM1042
 EM1042.The vertical order pertains to the NGVD 29 superseded value.
 EM1042
 EM1042.Click photographs - Photos may exist for this station.
 EM1042
 EM1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1042
 EM1042. The following values were computed from the NAD 83(1993) position.
 EM1042
 EM1042;                    North         East     Units Scale Factor Converg.
 EM1042;SPC OK S     -   175,307.079   435,378.831   MT  0.99995113   -1 01 20.9
 EM1042;SPC OK S     -   575,153.31  1,428,405.38   sFT  0.99995113   -1 01 20.9
 EM1042;UTM  14      - 3,862,302.903   426,789.039   MT  0.99966606   -0 27 30.6
 EM1042
 EM1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1042!SPC OK S     -   0.99991556  x   0.99995113  =   0.99986669
 EM1042!UTM  14      -   0.99991556  x   0.99966606  =   0.99958164
 EM1042
 EM1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2678962302(NAD 83)
 EM1042
 EM1042                          SUPERSEDED SURVEY CONTROL
 EM1042
 EM1042  NAD 83(1986)-  34 54 01.83729(N)    099 48 04.74346(W) AD(       ) 2
 EM1042  NAD 27      -  34 54 01.63600(N)    099 48 03.37700(W) AD(       ) 2
 EM1042  NGVD 29             564.97   (m)         1853.6    (f) LEVELING    3  
 EM1042
 EM1042.Superseded values are not recommended for survey control.
 EM1042
 EM1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1042.See file dsdata.pdf to determine how the superseded data were derived.
 EM1042
 EM1042_MARKER: DD = SURVEY DISK
 EM1042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM1042_STAMPING: 25 H 27 TT 1936
 EM1042_MARK LOGO: OKCC
 EM1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM1042
 EM1042  HISTORY     - Date     Condition        Report By
 EM1042  HISTORY     - 1936     MONUMENTED       OKCC
 EM1042  HISTORY     - 1948     GOOD             CGS
 EM1042
 EM1042                          STATION DESCRIPTION
 EM1042
 EM1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EM1042'SEE STATION FRANCIS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0394 ***********************************************************************
 FH0394  DESIGNATION -  257 1/2
 FH0394  PID         -  FH0394
 FH0394  STATE/COUNTY-  OK/ADAIR
 FH0394  COUNTRY     -  US
 FH0394  USGS QUAD   -  STILWELL WEST (2019)
 FH0394
 FH0394                         *CURRENT SURVEY CONTROL
 FH0394  ______________________________________________________________________
 FH0394* NAD 83(1986) POSITION- 35 48 39.     (N) 094 37 35.     (W)   SCALED
 FH0394* NAVD 88 ORTHO HEIGHT -   338.023 (meters)     1109.00  (feet) ADJUSTED
 FH0394  ______________________________________________________________________
 FH0394  GEOID HEIGHT    -        -28.770 (meters)                     GEOID18
 FH0394  DYNAMIC HEIGHT  -        337.715 (meters)     1107.99  (feet) COMP
 FH0394  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 FH0394
 FH0394  VERT ORDER      -  SECOND    CLASS 0
 FH0394
 FH0394.The horizontal coordinates were scaled from a map and have
 FH0394.an estimated accuracy of +/- 6 seconds.
 FH0394
 FH0394.The orthometric height was determined by differential leveling and
 FH0394.adjusted by the NATIONAL GEODETIC SURVEY
 FH0394.in June 1991.
 FH0394
 FH0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0394.GEOID18 height accuracy estimate available here.
 FH0394
 FH0394.Click photographs - Photos may exist for this station.
 FH0394
 FH0394.The dynamic height is computed by dividing the NAVD 88
 FH0394.geopotential number by the normal gravity value computed on the
 FH0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0394.degrees latitude (g = 980.6199 gals.).
 FH0394
 FH0394.The modeled gravity was interpolated from observed gravity values.
 FH0394
 FH0394;                    North         East    Units  Estimated Accuracy
 FH0394;SPC OK N     -    95,260.      904,830.      MT  (+/- 180 meters Scaled)
 FH0394
 FH0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV530641(NAD 83)
 FH0394
 FH0394                          SUPERSEDED SURVEY CONTROL
 FH0394
 FH0394  NGVD 29 (??/??/92)  337.862  (m)         1108.47   (f) ADJ UNCH    2 0
 FH0394
 FH0394.Superseded values are not recommended for survey control.
 FH0394
 FH0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0394.See file dsdata.pdf to determine how the superseded data were derived.
 FH0394
 FH0394_MARKER: Z = SEE DESCRIPTION
 FH0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0394_SP_SET: RAIL
 FH0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0394
 FH0394  HISTORY     - Date     Condition        Report By
 FH0394  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0394  HISTORY     - 1934     GOOD             CGS
 FH0394  HISTORY     - 1960     MARK NOT FOUND   KCSRR
 FH0394
 FH0394                          STATION DESCRIPTION
 FH0394
 FH0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0394'AT STILWELL.
 FH0394'AT FIRST CROSSING SOUTH OF KANSAS CITY SOUTHERN RR STATION AT
 FH0394'STILWELL.  20 FEET SOUTH OF CROSSING, 40 FEET EAST OF TRACK.
 FH0394'7 FEET NORTH OF 15TH POLE SOUTH OF MILEPOST 257.
 FH0394
 FH0394                          STATION RECOVERY (1960)
 FH0394
 FH0394'RECOVERY NOTE BY KANSAS CITY SOUTHERN RAILROAD 1960
 FH0394'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0418 ***********************************************************************
 GJ0418  DESIGNATION -  26 T
 GJ0418  PID         -  GJ0418
 GJ0418  STATE/COUNTY-  OK/GRANT
 GJ0418  COUNTRY     -  US
 GJ0418  USGS QUAD   -  MANCHESTER (2018)
 GJ0418
 GJ0418                         *CURRENT SURVEY CONTROL
 GJ0418  ______________________________________________________________________
 GJ0418* NAD 83(1986) POSITION- 36 53 04.     (N) 098 00 05.     (W)   SCALED
 GJ0418* NAVD 88 ORTHO HEIGHT -   347.521 (meters)     1140.16  (feet) ADJUSTED
 GJ0418  ______________________________________________________________________
 GJ0418  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 GJ0418  DYNAMIC HEIGHT  -        347.233 (meters)     1139.21  (feet) COMP
 GJ0418  MODELED GRAVITY -    979,792.1   (mgal)                       NAVD 88
 GJ0418
 GJ0418  VERT ORDER      -  FIRST     CLASS II
 GJ0418
 GJ0418.The horizontal coordinates were scaled from a map and have
 GJ0418.an estimated accuracy of +/- 6 seconds.
 GJ0418
 GJ0418.The orthometric height was determined by differential leveling and
 GJ0418.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0418.in June 1991.
 GJ0418
 GJ0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0418.GEOID18 height accuracy estimate available here.
 GJ0418
 GJ0418.Click photographs - Photos may exist for this station.
 GJ0418
 GJ0418.The dynamic height is computed by dividing the NAVD 88
 GJ0418.geopotential number by the normal gravity value computed on the
 GJ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0418.degrees latitude (g = 980.6199 gals.).
 GJ0418
 GJ0418.The modeled gravity was interpolated from observed gravity values.
 GJ0418
 GJ0418;                    North         East    Units  Estimated Accuracy
 GJ0418;SPC OK N     -   209,090.      599,880.      MT  (+/- 180 meters Scaled)
 GJ0418
 GJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF889825(NAD 83)
 GJ0418
 GJ0418                          SUPERSEDED SURVEY CONTROL
 GJ0418
 GJ0418.No superseded survey control is available for this station.
 GJ0418
 GJ0418_MARKER: DB = BENCH MARK DISK
 GJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0418_STAMPING: 26 T 1140 1966
 GJ0418_MARK LOGO: USGS
 GJ0418_PROJECTION: PROJECTING 4 CENTIMETERS
 GJ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0418+STABILITY: SURFACE MOTION
 GJ0418
 GJ0418  HISTORY     - Date     Condition        Report By
 GJ0418  HISTORY     - 1966     MONUMENTED       USGS
 GJ0418  HISTORY     - 1985     GOOD             NGS
 GJ0418
 GJ0418                          STATION DESCRIPTION
 GJ0418
 GJ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0418'7.2 KM (4.5 MI) WEST FROM WAKITA.
 GJ0418'7.15 KM (4.44 MI) WEST ALONG A PAVED ROAD (MAIN STREET) FROM THE POST
 GJ0418'OFFICE IN WAKITA, IN THE NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL
 GJ0418'SECTION LINE ROAD, 3.22 KM (2.00 MI) EAST OF THE JUNCTION OF STATE
 GJ0418'HIGHWAY 132, 73.8 METERS (242 FT) NORTH OF THE CENTER OF THE ROAD, 9.8
 GJ0418'METERS (32 FT) WEST OF THE CENTER OF THE SECTION LINE ROAD AND 8.2
 GJ0418'METERS (27 FT) NORTH OF THE NORTH ONE OF A ROW OF SMALL TREES.
 GJ0418'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GJ0418'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0348 ***********************************************************************
 FJ0348  DESIGNATION -  28
 FJ0348  PID         -  FJ0348
 FJ0348  STATE/COUNTY-  OK/OKLAHOMA
 FJ0348  COUNTRY     -  US
 FJ0348  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0348
 FJ0348                         *CURRENT SURVEY CONTROL
 FJ0348  ______________________________________________________________________
 FJ0348* NAD 83(1986) POSITION- 35 22 37.     (N) 097 29 03.     (W)   SCALED
 FJ0348* NAVD 88 ORTHO HEIGHT -   395.044 (meters)     1296.07  (feet) ADJUSTED
 FJ0348  ______________________________________________________________________
 FJ0348  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 FJ0348  DYNAMIC HEIGHT  -        394.664 (meters)     1294.83  (feet) COMP
 FJ0348  MODELED GRAVITY -    979,658.9   (mgal)                       NAVD 88
 FJ0348
 FJ0348  VERT ORDER      -  SECOND    CLASS 0
 FJ0348
 FJ0348.The horizontal coordinates were scaled from a map and have
 FJ0348.an estimated accuracy of +/- 6 seconds.
 FJ0348
 FJ0348.The orthometric height was determined by differential leveling and
 FJ0348.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0348.in August 1994.
 FJ0348
 FJ0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0348.GEOID18 height accuracy estimate available here.
 FJ0348
 FJ0348.Click photographs - Photos may exist for this station.
 FJ0348
 FJ0348.The dynamic height is computed by dividing the NAVD 88
 FJ0348.geopotential number by the normal gravity value computed on the
 FJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0348.degrees latitude (g = 980.6199 gals.).
 FJ0348
 FJ0348.The modeled gravity was interpolated from observed gravity values.
 FJ0348
 FJ0348;                    North         East    Units  Estimated Accuracy
 FJ0348;SPC OK N     -    41,950.      646,870.      MT  (+/- 180 meters Scaled)
 FJ0348
 FJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE376159(NAD 83)
 FJ0348
 FJ0348                          SUPERSEDED SURVEY CONTROL
 FJ0348
 FJ0348  NAVD 88 (06/15/91)  395.116  (m)         1296.31   (f) SUPERSEDED  2 0
 FJ0348  NGVD 29 (??/??/92)  394.978  (m)         1295.86   (f) ADJ UNCH    2 0
 FJ0348
 FJ0348.Superseded values are not recommended for survey control.
 FJ0348
 FJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0348.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0348
 FJ0348_MARKER: P = PIPE CAP
 FJ0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0348_STAMPING: 1296 NO 28
 FJ0348_MARK LOGO: USGS
 FJ0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0348
 FJ0348  HISTORY     - Date     Condition        Report By
 FJ0348  HISTORY     - 1897     MONUMENTED       USGS
 FJ0348  HISTORY     - 1934     GOOD             CGS
 FJ0348  HISTORY     - 1957     GOOD             CGS
 FJ0348
 FJ0348                          STATION DESCRIPTION
 FJ0348
 FJ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0348'2.7 MI N FROM MOORE.
 FJ0348'IN OKLAHOMA COUNTY, 2.7 MILES NORTH ALONG THE ATCHISON, TOPEKA
 FJ0348'AND SANTA FE RAILWAY FROM THE STATION AT MOORE, 0.5 MILE SOUTH OF
 FJ0348'MILEPOST 390, AT A COUNTY-ROAD CROSSING, 65.5 FEET SOUTHEAST
 FJ0348'OF THE CENTER OF THE CROSSING, 43.1 FEET SOUTH OF THE CENTERLINE
 FJ0348'OF THE ROAD, 47.4 FEET EAST OF THE CENTERLINE OF THE TRACK,
 FJ0348'11.4 FEET SOUTH OF A FENCE CORNER, 8.2 FEET SOUTHEAST OF A POLE,
 FJ0348'AND 2.1 FEET WEST OF A FENCE PARALLELING THE TRACK.  A U.S.
 FJ0348'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1296 NO 28 AND RIVETED
 FJ0348'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FJ0348
 FJ0348                          STATION RECOVERY (1957)
 FJ0348
 FJ0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FJ0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0531 ***********************************************************************
 EL0531  DESIGNATION -  28 A 12
 EL0531  PID         -  EL0531
 EL0531  STATE/COUNTY-  OK/STEPHENS
 EL0531  COUNTRY     -  US
 EL0531  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0531
 EL0531                         *CURRENT SURVEY CONTROL
 EL0531  ______________________________________________________________________
 EL0531* NAD 83(1986) POSITION- 34 35 36.85   (N) 097 58 01.43   (W)   HD_HELD1
 EL0531* NAVD 88 ORTHO HEIGHT -   394.855 (meters)     1295.45  (feet) ADJUSTED
 EL0531  ______________________________________________________________________
 EL0531  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 EL0531  DYNAMIC HEIGHT  -        394.442 (meters)     1294.10  (feet) COMP
 EL0531  MODELED GRAVITY -    979,578.3   (mgal)                       NAVD 88
 EL0531
 EL0531  VERT ORDER      -  SECOND    CLASS 0
 EL0531
 EL0531.The horizontal coordinates were determined by differentially corrected
 EL0531.hand held GPS observations or other comparable positioning techniques
 EL0531.and have an estimated accuracy of +/- 3 meters.
 EL0531
 EL0531.The orthometric height was determined by differential leveling and
 EL0531.adjusted by the NATIONAL GEODETIC SURVEY
 EL0531.in June 1991.
 EL0531
 EL0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0531.GEOID18 height accuracy estimate available here.
 EL0531
 EL0531.Click photographs - Photos may exist for this station.
 EL0531
 EL0531.The dynamic height is computed by dividing the NAVD 88
 EL0531.geopotential number by the normal gravity value computed on the
 EL0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0531.degrees latitude (g = 980.6199 gals.).
 EL0531
 EL0531.The modeled gravity was interpolated from observed gravity values.
 EL0531
 EL0531;                    North         East    Units  Estimated Accuracy
 EL0531;SPC OK S     -   139,790.1     603,021.3     MT  (+/- 3 meters HH1 GPS) 
 EL0531
 EL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9472228457(NAD 83)
 EL0531
 EL0531                          SUPERSEDED SURVEY CONTROL
 EL0531
 EL0531  NGVD 29 (??/??/92)  394.738  (m)         1295.07   (f) ADJ UNCH    2 0
 EL0531
 EL0531.Superseded values are not recommended for survey control.
 EL0531
 EL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0531.See file dsdata.pdf to determine how the superseded data were derived.
 EL0531
 EL0531_MARKER: DD = SURVEY DISK
 EL0531_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0531_STAMPING: 28 A 12 1934
 EL0531_MARK LOGO: CGS+SS
 EL0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0531
 EL0531  HISTORY     - Date     Condition        Report By
 EL0531  HISTORY     - 1934     MONUMENTED       OKGS
 EL0531  HISTORY     - 1963     MARK NOT FOUND   CGS
 EL0531
 EL0531                          STATION DESCRIPTION
 EL0531
 EL0531'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EL0531'4.3 MI S FROM MARLOW.
 EL0531'4.3 MILES SOUTH OF MARLOW FIRST NATL BK. BLDG.  IN THE SOUTHEAST
 EL0531'CORNER OF A TRIANGLE FORMED BY STATE HIGHWAY 29 AND U.S. HIGHWAY
 EL0531'81, WHERE HIGHWAY 29 TURNS WEST TO LAWTON.
 EL0531
 EL0531                          STATION RECOVERY (1963)
 EL0531
 EL0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EL0531'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0997 ***********************************************************************
 EL0997  DESIGNATION -  28 A 12 A
 EL0997  PID         -  EL0997
 EL0997  STATE/COUNTY-  OK/STEPHENS
 EL0997  COUNTRY     -  US
 EL0997  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0997
 EL0997                         *CURRENT SURVEY CONTROL
 EL0997  ______________________________________________________________________
 EL0997* NAD 83(1993) POSITION- 34 35 39.77693(N) 097 58 02.62162(W)   ADJUSTED
 EL0997* NAVD 88 ORTHO HEIGHT -   394.85  (+/-2cm)     1295.4   (feet) VERTCON3
 EL0997  ______________________________________________________________________
 EL0997  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 EL0997  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 EL0997  HORZ ORDER      -  SECOND
 EL0997  VERT ORDER      -  THIRD ? (See Below)
 EL0997
 EL0997.The horizontal coordinates were established by classical geodetic methods
 EL0997.and adjusted by the National Geodetic Survey in November 1994.
 EL0997
 EL0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0997
 EL0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0997.GEOID18 height accuracy estimate available here.
 EL0997
 EL0997.The vertical order pertains to the NGVD 29 superseded value.
 EL0997
 EL0997.Click photographs - Photos may exist for this station.
 EL0997
 EL0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0997
 EL0997. The following values were computed from the NAD 83(1993) position.
 EL0997
 EL0997;                    North         East     Units Scale Factor Converg.
 EL0997;SPC OK S     -   139,880.232   602,990.882   MT  0.99993596   +0 01 06.6
 EL0997;SPC OK S     -   458,923.73  1,978,312.59   sFT  0.99993596   +0 01 06.6
 EL0997;UTM  14      - 3,828,547.619   594,691.373   MT  0.99971052   +0 35 10.7
 EL0997
 EL0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0997!SPC OK S     -   0.99994210  x   0.99993596  =   0.99987806
 EL0997!UTM  14      -   0.99994210  x   0.99971052  =   0.99965264
 EL0997
 EL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9469128547(NAD 83)
 EL0997
 EL0997                          SUPERSEDED SURVEY CONTROL
 EL0997
 EL0997  NAD 83(1986)-  34 35 39.78156(N)    097 58 02.60627(W) AD(       ) 2
 EL0997  NAD 27      -  34 35 39.50900(N)    097 58 01.47200(W) AD(       ) 2
 EL0997  NGVD 29             394.73   (m)         1295.0    (f) LEVELING    3  
 EL0997
 EL0997.Superseded values are not recommended for survey control.
 EL0997
 EL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0997.See file dsdata.pdf to determine how the superseded data were derived.
 EL0997
 EL0997_MARKER: R = RIVET
 EL0997_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0997
 EL0997  HISTORY     - Date     Condition        Report By
 EL0997  HISTORY     - 1934     MONUMENTED       OKGS
 EL0997  HISTORY     - 1948     GOOD             CGS
 EL0997
 EL0997                          STATION DESCRIPTION
 EL0997
 EL0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EL0997'SEE STATION WILLIAMS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0527 ***********************************************************************
 EL0527  DESIGNATION -  28 A 7
 EL0527  PID         -  EL0527
 EL0527  STATE/COUNTY-  OK/STEPHENS
 EL0527  COUNTRY     -  US
 EL0527  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0527
 EL0527                         *CURRENT SURVEY CONTROL
 EL0527  ______________________________________________________________________
 EL0527* NAD 83(1986) POSITION- 34 30 51.62   (N) 097 58 04.29   (W)   HD_HELD1
 EL0527* NAVD 88 ORTHO HEIGHT -   339.110 (meters)     1112.56  (feet) ADJUSTED
 EL0527  ______________________________________________________________________
 EL0527  GEOID HEIGHT    -        -25.779 (meters)                     GEOID18
 EL0527  DYNAMIC HEIGHT  -        338.760 (meters)     1111.42  (feet) COMP
 EL0527  MODELED GRAVITY -    979,593.1   (mgal)                       NAVD 88
 EL0527
 EL0527  VERT ORDER      -  SECOND    CLASS 0
 EL0527
 EL0527.The horizontal coordinates were determined by differentially corrected
 EL0527.hand held GPS observations or other comparable positioning techniques
 EL0527.and have an estimated accuracy of +/- 3 meters.
 EL0527
 EL0527.The orthometric height was determined by differential leveling and
 EL0527.adjusted by the NATIONAL GEODETIC SURVEY
 EL0527.in June 1991.
 EL0527
 EL0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0527.GEOID18 height accuracy estimate available here.
 EL0527
 EL0527.Click photographs - Photos may exist for this station.
 EL0527
 EL0527.The dynamic height is computed by dividing the NAVD 88
 EL0527.geopotential number by the normal gravity value computed on the
 EL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0527.degrees latitude (g = 980.6199 gals.).
 EL0527
 EL0527.The modeled gravity was interpolated from observed gravity values.
 EL0527
 EL0527;                    North         East    Units  Estimated Accuracy
 EL0527;SPC OK S     -   131,001.4     602,951.2     MT  (+/- 3 meters HH1 GPS) 
 EL0527
 EL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9473919670(NAD 83)
 EL0527
 EL0527                          SUPERSEDED SURVEY CONTROL
 EL0527
 EL0527  NGVD 29 (??/??/92)  339.018  (m)         1112.26   (f) ADJ UNCH    2 0
 EL0527
 EL0527.Superseded values are not recommended for survey control.
 EL0527
 EL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0527.See file dsdata.pdf to determine how the superseded data were derived.
 EL0527
 EL0527_MARKER: DD = SURVEY DISK
 EL0527_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0527_STAMPING: 28 A 7 1934
 EL0527_MARK LOGO: CGS+SS
 EL0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0527
 EL0527  HISTORY     - Date     Condition        Report By
 EL0527  HISTORY     - 1934     MONUMENTED       OKGS
 EL0527  HISTORY     - 1963     MARK NOT FOUND   CGS
 EL0527
 EL0527                          STATION DESCRIPTION
 EL0527
 EL0527'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EL0527'1.5 MI N FROM DUNCAN.
 EL0527'1.5 MILES NORTH OF DUNCAN CITY HALL.  250 FEET WEST OF HIGHWAY
 EL0527'ON THE SOUTH SIDE OF THE SECTION LINE ROAD.  200 FEET WEST OF A
 EL0527'SMALL CONCRETE BRIDGE OVER A WELL.
 EL0527
 EL0527                          STATION RECOVERY (1963)
 EL0527
 EL0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EL0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0944 ***********************************************************************
 EL0944  DESIGNATION -  28 D 20 TT
 EL0944  PID         -  EL0944
 EL0944  STATE/COUNTY-  OK/CARTER
 EL0944  COUNTRY     -  US
 EL0944  USGS QUAD   -  RINGLING (2018)
 EL0944
 EL0944                         *CURRENT SURVEY CONTROL
 EL0944  ______________________________________________________________________
 EL0944* NAD 83(1993) POSITION- 34 14 15.07040(N) 097 32 41.01449(W)   ADJUSTED
 EL0944* NAVD 88 ORTHO HEIGHT -   317.53  (+/-2cm)     1041.8   (feet) VERTCON3
 EL0944  ______________________________________________________________________
 EL0944  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 EL0944  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 EL0944  HORZ ORDER      -  SECOND
 EL0944  VERT ORDER      -  THIRD ? (See Below)
 EL0944
 EL0944.The horizontal coordinates were established by classical geodetic methods
 EL0944.and adjusted by the National Geodetic Survey in November 1994.
 EL0944
 EL0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0944
 EL0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0944.GEOID18 height accuracy estimate available here.
 EL0944
 EL0944.The vertical order pertains to the NGVD 29 superseded value.
 EL0944
 EL0944.Click photographs - Photos may exist for this station.
 EL0944
 EL0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0944
 EL0944. The following values were computed from the NAD 83(1993) position.
 EL0944
 EL0944;                    North         East     Units Scale Factor Converg.
 EL0944;SPC OK S     -   100,389.858   641,940.875   MT  0.99995414   +0 15 30.3
 EL0944;SPC OK S     -   329,362.39  2,106,101.02   sFT  0.99995414   +0 15 30.3
 EL0944;UTM  14      - 3,789,449.911   634,021.503   MT  0.99982141   +0 49 08.0
 EL0944
 EL0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0944!SPC OK S     -   0.99995421  x   0.99995414  =   0.99990835
 EL0944!UTM  14      -   0.99995421  x   0.99982141  =   0.99977563
 EL0944
 EL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3402189449(NAD 83)
 EL0944
 EL0944                          SUPERSEDED SURVEY CONTROL
 EL0944
 EL0944  NAD 83(1986)-  34 14 15.07467(N)    097 32 41.00357(W) AD(       ) 2
 EL0944  NAD 27      -  34 14 14.74440(N)    097 32 39.90690(W) AD(       ) 2
 EL0944  NGVD 29             317.44   (m)         1041.5    (f) LEVELING    3  
 EL0944
 EL0944.Superseded values are not recommended for survey control.
 EL0944
 EL0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0944.See file dsdata.pdf to determine how the superseded data were derived.
 EL0944
 EL0944_MARKER: DD = SURVEY DISK
 EL0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0944_STAMPING: TT 28D21 1936
 EL0944_MARK LOGO: OKCC
 EL0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0944+STABILITY: SURFACE MOTION
 EL0944
 EL0944  HISTORY     - Date     Condition        Report By
 EL0944  HISTORY     - 1936     MONUMENTED       OKCC
 EL0944
 EL0944                          STATION DESCRIPTION
 EL0944
 EL0944'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1936
 EL0944'SEE STATION LONE TREE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0946 ***********************************************************************
 EL0946  DESIGNATION -  28 D 21 TT
 EL0946  PID         -  EL0946
 EL0946  STATE/COUNTY-  OK/CARTER
 EL0946  COUNTRY     -  US
 EL0946  USGS QUAD   -  RINGLING (2018)
 EL0946
 EL0946                         *CURRENT SURVEY CONTROL
 EL0946  ______________________________________________________________________
 EL0946* NAD 83(1993) POSITION- 34 14 09.30917(N) 097 32 57.95960(W)   ADJUSTED
 EL0946* NAVD 88 ORTHO HEIGHT -   325.99  (+/-2cm)     1069.5   (feet) VERTCON3
 EL0946  ______________________________________________________________________
 EL0946  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 EL0946  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 EL0946  HORZ ORDER      -  SECOND
 EL0946  VERT ORDER      -  THIRD ? (See Below)
 EL0946
 EL0946.The horizontal coordinates were established by classical geodetic methods
 EL0946.and adjusted by the National Geodetic Survey in November 1994.
 EL0946
 EL0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0946
 EL0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0946.GEOID18 height accuracy estimate available here.
 EL0946
 EL0946.The vertical order pertains to the NGVD 29 superseded value.
 EL0946
 EL0946.Click photographs - Photos may exist for this station.
 EL0946
 EL0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0946
 EL0946. The following values were computed from the NAD 83(1993) position.
 EL0946
 EL0946;                    North         East     Units Scale Factor Converg.
 EL0946;SPC OK S     -   100,210.401   641,508.053   MT  0.99995431   +0 15 20.7
 EL0946;SPC OK S     -   328,773.62  2,104,681.00   sFT  0.99995431   +0 15 20.7
 EL0946;UTM  14      - 3,789,266.254   633,590.515   MT  0.99981999   +0 48 58.4
 EL0946
 EL0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0946!SPC OK S     -   0.99995288  x   0.99995431  =   0.99990719
 EL0946!UTM  14      -   0.99995288  x   0.99981999  =   0.99977288
 EL0946
 EL0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3359089266(NAD 83)
 EL0946
 EL0946                          SUPERSEDED SURVEY CONTROL
 EL0946
 EL0946  NAD 83(1986)-  34 14 09.31346(N)    097 32 57.94861(W) AD(       ) 2
 EL0946  NAD 27      -  34 14 08.98320(N)    097 32 56.85170(W) AD(       ) 2
 EL0946  NGVD 29             325.90   (m)         1069.2    (f) LEVELING    3  
 EL0946
 EL0946.Superseded values are not recommended for survey control.
 EL0946
 EL0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0946.See file dsdata.pdf to determine how the superseded data were derived.
 EL0946
 EL0946_MARKER: DD = SURVEY DISK
 EL0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0946_STAMPING: TT 28D21 1937
 EL0946_MARK LOGO: OKCC
 EL0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0946+STABILITY: SURFACE MOTION
 EL0946
 EL0946  HISTORY     - Date     Condition        Report By
 EL0946  HISTORY     - 1937     MONUMENTED       OKCC
 EL0946
 EL0946                          STATION DESCRIPTION
 EL0946
 EL0946'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1937
 EL0946'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF FOX, 4.7
 EL0946'MI (7.5 KM) NORTH-NORTHEAST OF RINGLING AND 3.6 MI (5.7 KM) WEST OF
 EL0946'HEALDTON.
 EL0946'
 EL0946'IT IS 33 FT (10.1 M) EAST OF THE CENTER OF A GRAVELED ROAD, 25 FT
 EL0946'(7.6 M) SOUTH OF THE CENTER OF A FARM DRIVE, 14 FT (4.3 M) SOUTH OF A
 EL0946'POWER LINE TRANSFORMER POLE AND 4 FT (1.2 M) WEST OF A YARD FENCE.
 EL0946'
 EL0946'TO REACH FROM STATION LONE TREE, GO NORTHEASTERLY FOR 0.05 MI
 EL0946'(0.08 KM) TO A ROAD RIGHT.  TURN RIGHT AND GO EAST ON AN OIL FIELD
 EL0946'ROAD FOR 0.2 MI (0.3 KM) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 EL0946'GRAVELED ROAD FOR 0.1 MI (0.2 KM) TO A FARM DRIVE ON THE RIGHT AND THE
 EL0946'MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0935 ***********************************************************************
 EL0935  DESIGNATION -  28 D 5 TT
 EL0935  PID         -  EL0935
 EL0935  STATE/COUNTY-  OK/STEPHENS
 EL0935  COUNTRY     -  US
 EL0935  USGS QUAD   -  VELMA (2018)
 EL0935
 EL0935                         *CURRENT SURVEY CONTROL
 EL0935  ______________________________________________________________________
 EL0935* NAD 83(1993) POSITION- 34 26 03.89227(N) 097 41 51.18060(W)   NO CHECK
 EL0935* NAVD 88 ORTHO HEIGHT -   365.71  (+/-2cm)     1199.8   (feet) VERTCON3
 EL0935  ______________________________________________________________________
 EL0935  GEOID HEIGHT    -        -25.795 (meters)                     GEOID18
 EL0935  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 EL0935  HORZ ORDER      -  SECOND
 EL0935  VERT ORDER      -  THIRD ? (See Below)
 EL0935
 EL0935.The horizontal coordinates were established by classical geodetic methods
 EL0935.and adjusted by the National Geodetic Survey in November 1994.
 EL0935
 EL0935.No horizontal observational check was made to the station.
 EL0935
 EL0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0935
 EL0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0935.GEOID18 height accuracy estimate available here.
 EL0935
 EL0935.The vertical order pertains to the NGVD 29 superseded value.
 EL0935
 EL0935.Click photographs - Photos may exist for this station.
 EL0935
 EL0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0935
 EL0935. The following values were computed from the NAD 83(1993) position.
 EL0935
 EL0935;                    North         East     Units Scale Factor Converg.
 EL0935;SPC OK S     -   122,176.991   627,796.994   MT  0.99993934   +0 10 18.0
 EL0935;SPC OK S     -   400,842.34  2,059,697.30   sFT  0.99993934   +0 10 18.0
 EL0935;UTM  14      - 3,811,093.887   619,666.429   MT  0.99977651   +0 44 11.7
 EL0935
 EL0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0935!SPC OK S     -   0.99994664  x   0.99993934  =   0.99988599
 EL0935!UTM  14      -   0.99994664  x   0.99977651  =   0.99972317
 EL0935
 EL0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1966611093(NAD 83)
 EL0935
 EL0935                          SUPERSEDED SURVEY CONTROL
 EL0935
 EL0935  NAD 83(1986)-  34 26 03.89643(N)    097 41 51.16831(W) AD(       ) 2
 EL0935  NAD 27      -  34 26 03.59220(N)    097 41 50.05790(W) AD(       ) 2
 EL0935  NGVD 29             365.62   (m)         1199.5    (f) LEVELING    3  
 EL0935
 EL0935.Superseded values are not recommended for survey control.
 EL0935
 EL0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0935.See file dsdata.pdf to determine how the superseded data were derived.
 EL0935
 EL0935_MARKER: DD = SURVEY DISK
 EL0935_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0935_STAMPING: 28 D 5 TT
 EL0935_MARK LOGO: CGS+SS
 EL0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0935
 EL0935  HISTORY     - Date     Condition        Report By
 EL0935  HISTORY     - 1934     MONUMENTED       OKGS
 EL0935  HISTORY     - 1955     GOOD             OKGS
 EL0935
 EL0935                          STATION DESCRIPTION
 EL0935
 EL0935'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1955
 EL0935'SEE STATION ARBUCKLE-VELMA USGS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0932 ***********************************************************************
 EL0932  DESIGNATION -  28 E 43 TT
 EL0932  PID         -  EL0932
 EL0932  STATE/COUNTY-  OK/STEPHENS
 EL0932  COUNTRY     -  US
 EL0932  USGS QUAD   -  RATLIFF CITY (2018)
 EL0932
 EL0932                         *CURRENT SURVEY CONTROL
 EL0932  ______________________________________________________________________
 EL0932* NAD 83(1993) POSITION- 34 26 56.19943(N) 097 35 12.74840(W)   ADJUSTED
 EL0932* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 EL0932  ______________________________________________________________________
 EL0932  GEOID HEIGHT    -        -25.726 (meters)                     GEOID18
 EL0932  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 EL0932  HORZ ORDER      -  SECOND
 EL0932
 EL0932.The horizontal coordinates were established by classical geodetic methods
 EL0932.and adjusted by the National Geodetic Survey in November 1994.
 EL0932
 EL0932.The orthometric height was scaled from a topographic map.
 EL0932
 EL0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0932.GEOID18 height accuracy estimate available here.
 EL0932
 EL0932.Click photographs - Photos may exist for this station.
 EL0932
 EL0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0932
 EL0932. The following values were computed from the NAD 83(1993) position.
 EL0932
 EL0932;                    North         East     Units Scale Factor Converg.
 EL0932;SPC OK S     -   123,824.726   637,962.116   MT  0.99993871   +0 14 04.2
 EL0932;SPC OK S     -   406,248.29  2,093,047.38   sFT  0.99993871   +0 14 04.2
 EL0932;UTM  14      - 3,812,841.511   629,813.317   MT  0.99980771   +0 47 58.1
 EL0932
 EL0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0932!SPC OK S     -   0.99995505  x   0.99993871  =   0.99989376
 EL0932!UTM  14      -   0.99995505  x   0.99980771  =   0.99976277
 EL0932
 EL0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2981312841(NAD 83)
 EL0932
 EL0932                          SUPERSEDED SURVEY CONTROL
 EL0932
 EL0932  NAD 83(1986)-  34 26 56.20363(N)    097 35 12.73554(W) AD(       ) 2
 EL0932  NAD 27      -  34 26 55.89850(N)    097 35 11.63230(W) AD(       ) 2
 EL0932
 EL0932.Superseded values are not recommended for survey control.
 EL0932
 EL0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0932.See file dsdata.pdf to determine how the superseded data were derived.
 EL0932
 EL0932_MARKER: DD = SURVEY DISK
 EL0932_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0932_STAMPING: 28 E 43 TT 1936
 EL0932_MARK LOGO: OKCC
 EL0932_PROJECTION: PROJECTING 8 CENTIMETERS
 EL0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0932
 EL0932  HISTORY     - Date     Condition        Report By
 EL0932  HISTORY     - 1936     MONUMENTED       OKCC
 EL0932  HISTORY     - 1955     GOOD             OKCC
 EL0932
 EL0932                          STATION DESCRIPTION
 EL0932
 EL0932'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1955
 EL0932'SEE STATION ALMA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0337 ***********************************************************************
 EK0337  DESIGNATION -  28 RC
 EK0337  PID         -  EK0337
 EK0337  STATE/COUNTY-  OK/MCCURTAIN
 EK0337  COUNTRY     -  US
 EK0337  USGS QUAD   -  BETHEL (2018)
 EK0337
 EK0337                         *CURRENT SURVEY CONTROL
 EK0337  ______________________________________________________________________
 EK0337* NAD 83(1986) POSITION- 34 22 28.11   (N) 094 52 21.38   (W)   HD_HELD1
 EK0337* NAVD 88 ORTHO HEIGHT -   207.499 (meters)      680.77  (feet) ADJUSTED
 EK0337  ______________________________________________________________________
 EK0337  GEOID HEIGHT    -        -30.702 (meters)                     GEOID18
 EK0337  DYNAMIC HEIGHT  -        207.272 (meters)      680.02  (feet) COMP
 EK0337  MODELED GRAVITY -    979,537.0   (mgal)                       NAVD 88
 EK0337
 EK0337  VERT ORDER      -  SECOND    CLASS 0
 EK0337
 EK0337.The horizontal coordinates were determined by differentially corrected
 EK0337.hand held GPS observations or other comparable positioning techniques
 EK0337.and have an estimated accuracy of +/- 3 meters.
 EK0337
 EK0337.The orthometric height was determined by differential leveling and
 EK0337.adjusted by the NATIONAL GEODETIC SURVEY
 EK0337.in June 1991.
 EK0337
 EK0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0337.GEOID18 height accuracy estimate available here.
 EK0337
 EK0337.Click photographs - Photos may exist for this station.
 EK0337
 EK0337.The dynamic height is computed by dividing the NAVD 88
 EK0337.geopotential number by the normal gravity value computed on the
 EK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0337.degrees latitude (g = 980.6199 gals.).
 EK0337
 EK0337.The modeled gravity was interpolated from observed gravity values.
 EK0337
 EK0337;                    North         East    Units  Estimated Accuracy
 EK0337;SPC OK S     -   119,942.1     887,587.1     MT  (+/- 3 meters HH1 GPS) 
 EK0337
 EK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2782005267(NAD 83)
 EK0337
 EK0337                          SUPERSEDED SURVEY CONTROL
 EK0337
 EK0337  NGVD 29 (??/??/92)  207.437  (m)          680.57   (f) ADJ UNCH    2 0
 EK0337
 EK0337.Superseded values are not recommended for survey control.
 EK0337
 EK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0337.See file dsdata.pdf to determine how the superseded data were derived.
 EK0337
 EK0337_MARKER: DD = SURVEY DISK
 EK0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0337_SP_SET: BRIDGE ABUTMENT
 EK0337_STAMPING: 28 RC 1955 681
 EK0337_MARK LOGO: USGS
 EK0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0337+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2015
 EK0337
 EK0337  HISTORY     - Date     Condition        Report By
 EK0337  HISTORY     - 1955     MONUMENTED       USGS
 EK0337  HISTORY     - 1960     GOOD             CGS
 EK0337  HISTORY     - 20151202 GOOD             WEYCO
 EK0337
 EK0337                          STATION DESCRIPTION
 EK0337
 EK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0337'3.3 MI NW FROM BETHEL.
 EK0337'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 EK0337'OFFICE AT BETHEL, THENCE 2.1 MILE WEST ALONG A PAVED ROAD, IN
 EK0337'SECTION 22, R 23 E, T 2 S, SET IN THE TOP OF THE NORTH END OF THE
 EK0337'EAST ABUTMENT OF A CONCRETE BRIDGE, 10 FEET NORTH OF THE CENTER
 EK0337'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 EK0337
 EK0337                          STATION RECOVERY (2015)
 EK0337
 EK0337'RECOVERY NOTE BY WEYERHAEUSER COMPANY 2015 (SJP)
 EK0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0368 ***********************************************************************
 FH0368  DESIGNATION -  280
 FH0368  PID         -  FH0368
 FH0368  STATE/COUNTY-  OK/SEQUOYAH
 FH0368  COUNTRY     -  US
 FH0368  USGS QUAD   -  MARBLE CITY (2018)
 FH0368
 FH0368                         *CURRENT SURVEY CONTROL
 FH0368  ______________________________________________________________________
 FH0368* NAD 83(1986) POSITION- 35 35 36.     (N) 094 48 50.     (W)   SCALED
 FH0368* NAVD 88 ORTHO HEIGHT -   194.521 (meters)      638.19  (feet) ADJUSTED
 FH0368  ______________________________________________________________________
 FH0368  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 FH0368  DYNAMIC HEIGHT  -        194.342 (meters)      637.60  (feet) COMP
 FH0368  MODELED GRAVITY -    979,709.1   (mgal)                       NAVD 88
 FH0368
 FH0368  VERT ORDER      -  SECOND    CLASS 0
 FH0368
 FH0368.The horizontal coordinates were scaled from a map and have
 FH0368.an estimated accuracy of +/- 6 seconds.
 FH0368
 FH0368.The orthometric height was determined by differential leveling and
 FH0368.adjusted by the NATIONAL GEODETIC SURVEY
 FH0368.in June 1991.
 FH0368
 FH0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0368.GEOID18 height accuracy estimate available here.
 FH0368
 FH0368.Click photographs - Photos may exist for this station.
 FH0368
 FH0368.The dynamic height is computed by dividing the NAVD 88
 FH0368.geopotential number by the normal gravity value computed on the
 FH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0368.degrees latitude (g = 980.6199 gals.).
 FH0368
 FH0368.The modeled gravity was interpolated from observed gravity values.
 FH0368
 FH0368;                    North         East    Units  Estimated Accuracy
 FH0368;SPC OK N     -    70,570.      888,690.      MT  (+/- 180 meters Scaled)
 FH0368
 FH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV356403(NAD 83)
 FH0368
 FH0368                          SUPERSEDED SURVEY CONTROL
 FH0368
 FH0368  NGVD 29 (??/??/92)  194.408  (m)          637.82   (f) ADJ UNCH    2 0
 FH0368
 FH0368.Superseded values are not recommended for survey control.
 FH0368
 FH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0368.See file dsdata.pdf to determine how the superseded data were derived.
 FH0368
 FH0368_MARKER: Z = SEE DESCRIPTION
 FH0368_SETTING: 0 = UNSPECIFIED SETTING
 FH0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0368
 FH0368  HISTORY     - Date     Condition        Report By
 FH0368  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0368  HISTORY     - 1934     GOOD             CGS
 FH0368  HISTORY     - 1960     MARK NOT FOUND   KCSRR
 FH0368
 FH0368                          STATION DESCRIPTION
 FH0368
 FH0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0368'1.1 MI N FROM MARBLE CITY.
 FH0368'NO DESCRIPTION AVAILABLE.
 FH0368
 FH0368                          STATION RECOVERY (1960)
 FH0368
 FH0368'RECOVERY NOTE BY KANSAS CITY SOUTHERN RAILROAD 1960
 FH0368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0296 ***********************************************************************
 FH0296  DESIGNATION -  289
 FH0296  PID         -  FH0296
 FH0296  STATE/COUNTY-  OK/SEQUOYAH
 FH0296  COUNTRY     -  US
 FH0296  USGS QUAD   -  SALLISAW (2019)
 FH0296
 FH0296                         *CURRENT SURVEY CONTROL
 FH0296  ______________________________________________________________________
 FH0296* NAD 83(1986) POSITION- 35 28 17.     (N) 094 49 19.     (W)   SCALED
 FH0296* NAVD 88 ORTHO HEIGHT -   166.84  (+/-2cm)      547.4   (feet) VERTCON3
 FH0296  ______________________________________________________________________
 FH0296  GEOID HEIGHT    -        -29.929 (meters)                     GEOID18
 FH0296  VERT ORDER      -  ? (See Below)
 FH0296
 FH0296.The horizontal coordinates were scaled from a map and have
 FH0296.an estimated accuracy of +/- 6 seconds.
 FH0296
 FH0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0296
 FH0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0296.GEOID18 height accuracy estimate available here.
 FH0296
 FH0296.The vertical order pertains to the NGVD 29 superseded value.
 FH0296
 FH0296.Click photographs - Photos may exist for this station.
 FH0296
 FH0296;                    North         East    Units  Estimated Accuracy
 FH0296;SPC OK N     -    57,020.      888,400.      MT  (+/- 180 meters Scaled)
 FH0296
 FH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV346268(NAD 83)
 FH0296
 FH0296                          SUPERSEDED SURVEY CONTROL
 FH0296
 FH0296  NGVD 29 (??/??/92)  166.737  (m)          547.04   (f) ADJ UNCH       
 FH0296
 FH0296.Superseded values are not recommended for survey control.
 FH0296
 FH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0296.See file dsdata.pdf to determine how the superseded data were derived.
 FH0296
 FH0296_MARKER: Z = SEE DESCRIPTION
 FH0296_SETTING: 0 = UNSPECIFIED SETTING
 FH0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0296
 FH0296  HISTORY     - Date     Condition        Report By
 FH0296  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0296  HISTORY     - 1934     GOOD             CGS
 FH0296  HISTORY     - 1960     GOOD             CGS
 FH0296
 FH0296                          STATION DESCRIPTION
 FH0296
 FH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0296'1.2 MI N FROM SALLISAW.
 FH0296'1.2 MILES NORTH OF SALLISAW K.C.S. AND M.P. CROSSING MILEPOST
 FH0296'289  EAST OF KANSAS CITY SOUTHERN RAILROAD TRACK.  B.M. ON
 FH0296'TOP OF RAIL 40 FEET WEST AND 30 FEET SOUTH OF FIRST POLE
 FH0296'SOUTH OF MILEPOST.
 FH0296
 FH0296                          STATION RECOVERY (1960)
 FH0296
 FH0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0316 ***********************************************************************
 FH0316  DESIGNATION -  29
 FH0316  PID         -  FH0316
 FH0316  STATE/COUNTY-  OK/SEQUOYAH
 FH0316  COUNTRY     -  US
 FH0316  USGS QUAD   -  VIAN (2019)
 FH0316
 FH0316                         *CURRENT SURVEY CONTROL
 FH0316  ______________________________________________________________________
 FH0316* NAD 83(1986) POSITION- 35 24 20.     (N) 094 54 09.     (W)   SCALED
 FH0316* NAVD 88 ORTHO HEIGHT -   148.710 (meters)      487.89  (feet) ADJUSTED
 FH0316  ______________________________________________________________________
 FH0316  GEOID HEIGHT    -        -30.203 (meters)                     GEOID18
 FH0316  DYNAMIC HEIGHT  -        148.570 (meters)      487.43  (feet) COMP
 FH0316  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH0316
 FH0316  VERT ORDER      -  SECOND    CLASS 0
 FH0316
 FH0316.The horizontal coordinates were scaled from a map and have
 FH0316.an estimated accuracy of +/- 6 seconds.
 FH0316
 FH0316.The orthometric height was determined by differential leveling and
 FH0316.adjusted by the NATIONAL GEODETIC SURVEY
 FH0316.in June 1991.
 FH0316
 FH0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0316.GEOID18 height accuracy estimate available here.
 FH0316
 FH0316.Click photographs - Photos may exist for this station.
 FH0316
 FH0316.The dynamic height is computed by dividing the NAVD 88
 FH0316.geopotential number by the normal gravity value computed on the
 FH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0316.degrees latitude (g = 980.6199 gals.).
 FH0316
 FH0316.The modeled gravity was interpolated from observed gravity values.
 FH0316
 FH0316;                    North         East    Units  Estimated Accuracy
 FH0316;SPC OK N     -    49,490.      881,320.      MT  (+/- 180 meters Scaled)
 FH0316
 FH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV272196(NAD 83)
 FH0316
 FH0316                          SUPERSEDED SURVEY CONTROL
 FH0316
 FH0316  NGVD 29 (??/??/92)  148.595  (m)          487.52   (f) ADJ UNCH    2 0
 FH0316
 FH0316.Superseded values are not recommended for survey control.
 FH0316
 FH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0316.See file dsdata.pdf to determine how the superseded data were derived.
 FH0316
 FH0316_MARKER: DD = SURVEY DISK
 FH0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0316_STAMPING: 29
 FH0316_MARK LOGO: USACE
 FH0316_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0316
 FH0316  HISTORY     - Date     Condition        Report By
 FH0316  HISTORY     - UNK      MONUMENTED       USACE
 FH0316  HISTORY     - 1940     GOOD             CGS
 FH0316  HISTORY     - 1959     GOOD             CGS
 FH0316
 FH0316                          STATION DESCRIPTION
 FH0316
 FH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0316'10.5 MILES SOUTHWEST FROM POST OFFICE IN SALLISAW.  TO REACH
 FH0316'FROM POST OFFICE IN SALLISAW PROCEED WEST ON U.S. HIGHWAY NO.
 FH0316'64, GO 5.5 MILES, TURN LEFT (SOUTH) ONTO GRADED DIRT ROAD, GO
 FH0316'4.0 MILES, TURN RIGHT (WEST) JUST AFTER PASSING COAL MINE AND
 FH0316'FOLLOW GRADED DIRT ROAD, GO 1.0 MILE.  BENCH MARK IS AT SECTION
 FH0316'CORNER, ABOUT 0.5 MILE EAST OF END OF ROAD, 32 FEET NORTH OF
 FH0316'CENTER LINE OF ROAD, MONUMENT PROJECTS 0.3 FOOT.
 FH0316
 FH0316                          STATION RECOVERY (1959)
 FH0316
 FH0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0650 ***********************************************************************
 EM0650  DESIGNATION -  29
 EM0650  PID         -  EM0650
 EM0650  STATE/COUNTY-  OK/COMANCHE
 EM0650  COUNTRY     -  US
 EM0650  USGS QUAD   -  FORT SILL (2018)
 EM0650
 EM0650                         *CURRENT SURVEY CONTROL
 EM0650  ______________________________________________________________________
 EM0650* NAD 83(1993) POSITION- 34 42 03.92187(N) 098 25 14.87190(W)   ADJUSTED
 EM0650* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 EM0650  ______________________________________________________________________
 EM0650  GEOID HEIGHT    -        -25.771 (meters)                     GEOID18
 EM0650  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 EM0650  HORZ ORDER      -  THIRD
 EM0650
 EM0650.The horizontal coordinates were established by classical geodetic methods
 EM0650.and adjusted by the National Geodetic Survey in November 1994.
 EM0650
 EM0650.The orthometric height was scaled from a topographic map.
 EM0650
 EM0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0650.GEOID18 height accuracy estimate available here.
 EM0650
 EM0650.Click photographs - Photos may exist for this station.
 EM0650
 EM0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0650
 EM0650. The following values were computed from the NAD 83(1993) position.
 EM0650
 EM0650;                    North         East     Units Scale Factor Converg.
 EM0650;SPC OK S     -   151,796.794   561,449.477   MT  0.99993801   -0 14 19.9
 EM0650;SPC OK S     -   498,019.98  1,842,022.16   sFT  0.99993801   -0 14 19.9
 EM0650;UTM  14      - 3,840,048.473   553,044.964   MT  0.99963468   +0 19 47.1
 EM0650
 EM0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0650!SPC OK S     -   0.99994658  x   0.99993801  =   0.99988459
 EM0650!UTM  14      -   0.99994658  x   0.99963468  =   0.99958128
 EM0650
 EM0650:                Primary Azimuth Mark                     Grid Az
 EM0650:SPC OK S     -  28 1945                                  081 40 15.1
 EM0650:UTM  14      -  28 1945                                  081 06 08.1
 EM0650
 EM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5304440048(NAD 83)
 EM0650
 EM0650|---------------------------------------------------------------------|
 EM0650| PID    Reference Object                     Distance      Geod. Az  |
 EM0650|                                                           dddmmss.s |
 EM0650| EM0667 28 1945                             APPROX. 0.8 KM 0812555.2 |
 EM0650|---------------------------------------------------------------------|
 EM0650
 EM0650                          SUPERSEDED SURVEY CONTROL
 EM0650
 EM0650  NAD 83(1986)-  34 42 03.92601(N)    098 25 14.85605(W) AD(       ) 3
 EM0650  NAD 27      -  34 42 03.67500(N)    098 25 13.65700(W) AD(       ) 3
 EM0650
 EM0650.Superseded values are not recommended for survey control.
 EM0650
 EM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0650.See file dsdata.pdf to determine how the superseded data were derived.
 EM0650
 EM0650_MARKER: I = METAL ROD
 EM0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0650_MARK LOGO: USA
 EM0650_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0650+STABILITY: SURFACE MOTION
 EM0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0650+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2014
 EM0650
 EM0650  HISTORY     - Date     Condition        Report By
 EM0650  HISTORY     - 1945     MONUMENTED       USA
 EM0650  HISTORY     - 19991220 GOOD             LOCSUR
 EM0650  HISTORY     - 20140702 GOOD             GEOCAC
 EM0650
 EM0650                          STATION DESCRIPTION
 EM0650
 EM0650'DESCRIBED BY US ARMY 1945
 EM0650'ON THE W END OF A GRASSY RIDGE KNOWN AS SNOW RIDGE AND ABOUT ONE
 EM0650'MILE SW OF APACHE GATE.  MARKED BY A ONE INCH IRON PIPE EMBEDDED
 EM0650'IN A CONCRETE BLOCK PROJECTING ABOUT 6 INCHES ABOVE SURFACE.
 EM0650'WOOD QUAD OVER STATION.
 EM0650
 EM0650                          STATION RECOVERY (1999)
 EM0650
 EM0650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0650'RECOVERED AS DESCRIBED.
 EM0650
 EM0650                          STATION RECOVERY (2014)
 EM0650
 EM0650'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0650'TRIANGULATION STATION RECOVERED IN GOOD CONDITION.  IT IS IN A
 EM0650'CONCRETE PILLAR PROJECTING ABOUT 6 INCHES ABOVE GOUND DIRECTLY UNDER A
 EM0650'METAL QUAD SIGNAL TARGET.  IT IS STAMPED 29 AND DATED 1989 BY THE
 EM0650'DEPARTMENT OF THE ARMY CORPS OF ENGINEERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0004 ***********************************************************************
 EM0004  DESIGNATION -  29 B 26
 EM0004  PID         -  EM0004
 EM0004  STATE/COUNTY-  OK/COMANCHE
 EM0004  COUNTRY     -  US
 EM0004  USGS QUAD   -  FORT SILL (2018)
 EM0004
 EM0004                         *CURRENT SURVEY CONTROL
 EM0004  ______________________________________________________________________
 EM0004* NAD 83(1986) POSITION- 34 37 32.     (N) 098 23 11.     (W)   SCALED
 EM0004* NAVD 88 ORTHO HEIGHT -   342.285 (meters)     1122.98  (feet) ADJUSTED
 EM0004  ______________________________________________________________________
 EM0004  GEOID HEIGHT    -        -25.715 (meters)                     GEOID18
 EM0004  DYNAMIC HEIGHT  -        341.942 (meters)     1121.85  (feet) COMP
 EM0004  MODELED GRAVITY -    979,622.7   (mgal)                       NAVD 88
 EM0004
 EM0004  VERT ORDER      -  SECOND    CLASS 0
 EM0004
 EM0004.The horizontal coordinates were scaled from a map and have
 EM0004.an estimated accuracy of +/- 6 seconds.
 EM0004
 EM0004.The orthometric height was determined by differential leveling and
 EM0004.adjusted by the NATIONAL GEODETIC SURVEY
 EM0004.in June 1991.
 EM0004
 EM0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0004.GEOID18 height accuracy estimate available here.
 EM0004
 EM0004.Click photographs - Photos may exist for this station.
 EM0004
 EM0004.The dynamic height is computed by dividing the NAVD 88
 EM0004.geopotential number by the normal gravity value computed on the
 EM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0004.degrees latitude (g = 980.6199 gals.).
 EM0004
 EM0004.The modeled gravity was interpolated from observed gravity values.
 EM0004
 EM0004;                    North         East    Units  Estimated Accuracy
 EM0004;SPC OK S     -   143,410.      564,570.      MT  (+/- 180 meters Scaled)
 EM0004
 EM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND562316(NAD 83)
 EM0004
 EM0004                          SUPERSEDED SURVEY CONTROL
 EM0004
 EM0004  NGVD 29 (??/??/92)  342.181  (m)         1122.64   (f) ADJ UNCH    2 0
 EM0004
 EM0004.Superseded values are not recommended for survey control.
 EM0004
 EM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0004.See file dsdata.pdf to determine how the superseded data were derived.
 EM0004
 EM0004_MARKER: DD = SURVEY DISK
 EM0004_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0004_STAMPING: 29 B 26 1934
 EM0004_MARK LOGO: CGS+SS
 EM0004_PROJECTION: PROJECTING 10 CENTIMETERS
 EM0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0004
 EM0004  HISTORY     - Date     Condition        Report By
 EM0004  HISTORY     - 1934     MONUMENTED       OKGS
 EM0004  HISTORY     - 1963     GOOD             CGS
 EM0004  HISTORY     - 1971     GOOD             OKDH
 EM0004
 EM0004                          STATION DESCRIPTION
 EM0004
 EM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0004'1.5 MI N FROM LAWTON.
 EM0004'ABOUT 1.5 MILES  NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0004'RAILROAD FROM THE STATION AT LAWTON, COMANCHE COUNTY, AT A ROAD
 EM0004'CROSSING LEADING THE INDIAN HOSPITAL, 8.0 FEET EAST OF EAST RAIL, 36.5
 EM0004'FEET SOUTH OF CENTER LINE OF ROAD, 26.5 FEET WEST OF A TELEPHONE POLE,
 EM0004'AND 35.5 FEET EAST OF A RR CROSSING SIGN.  A COAST AND GEODETIC SURVEY
 EM0004'AND STATE SURVEY STANDARD DISK, STAMPED 29 B 26 1934 AND SET IN THE
 EM0004'TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 EM0004'GROUND.
 EM0004
 EM0004                          STATION RECOVERY (1971)
 EM0004
 EM0004'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0988 ***********************************************************************
 EL0988  DESIGNATION -  29 C 48 TT
 EL0988  PID         -  EL0988
 EL0988  STATE/COUNTY-  OK/MCCLAIN
 EL0988  COUNTRY     -  US
 EL0988  USGS QUAD   -  BRADLEY (2018)
 EL0988
 EL0988                         *CURRENT SURVEY CONTROL
 EL0988  ______________________________________________________________________
 EL0988* NAD 83(1993) POSITION- 34 53 04.12196(N) 097 37 41.63399(W)   ADJUSTED
 EL0988* NAVD 88 ORTHO HEIGHT -   352.42  (+/-2cm)     1156.2   (feet) VERTCON3
 EL0988  ______________________________________________________________________
 EL0988  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 EL0988  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 EL0988  HORZ ORDER      -  SECOND
 EL0988  VERT ORDER      -  THIRD ? (See Below)
 EL0988
 EL0988.The horizontal coordinates were established by classical geodetic methods
 EL0988.and adjusted by the National Geodetic Survey in November 1994.
 EL0988
 EL0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0988
 EL0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0988.GEOID18 height accuracy estimate available here.
 EL0988
 EL0988.The vertical order pertains to the NGVD 29 superseded value.
 EL0988
 EL0988.Click photographs - Photos may exist for this station.
 EL0988
 EL0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0988
 EL0988. The following values were computed from the NAD 83(1993) position.
 EL0988
 EL0988;                    North         East     Units Scale Factor Converg.
 EL0988;SPC OK S     -   172,122.439   633,983.891   MT  0.99994963   +0 12 39.7
 EL0988;SPC OK S     -   564,705.04  2,079,995.48   sFT  0.99994963   +0 12 39.7
 EL0988;UTM  14      - 3,861,090.614   625,355.978   MT  0.99979367   +0 47 04.7
 EL0988
 EL0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0988!SPC OK S     -   0.99994876  x   0.99994963  =   0.99989840
 EL0988!UTM  14      -   0.99994876  x   0.99979367  =   0.99974244
 EL0988
 EL0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2535561090(NAD 83)
 EL0988
 EL0988                          SUPERSEDED SURVEY CONTROL
 EL0988
 EL0988  NAD 83(1986)-  34 53 04.12601(N)    097 37 41.61911(W) AD(       ) 2
 EL0988  NAD 27      -  34 53 03.86774(N)    097 37 40.49864(W) AD(       ) 2
 EL0988  NGVD 29             352.32   (m)         1155.9    (f) LEVELING    3  
 EL0988
 EL0988.Superseded values are not recommended for survey control.
 EL0988
 EL0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0988.See file dsdata.pdf to determine how the superseded data were derived.
 EL0988
 EL0988_MARKER: DD = SURVEY DISK
 EL0988_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0988_STAMPING: 29 C 48 TT 1936
 EL0988_MARK LOGO: OKCC
 EL0988_PROJECTION: PROJECTING 20 CENTIMETERS
 EL0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0988
 EL0988  HISTORY     - Date     Condition        Report By
 EL0988  HISTORY     - 1936     MONUMENTED       OKCC
 EL0988  HISTORY     - 1957     GOOD             CGS
 EL0988
 EL0988                          STATION DESCRIPTION
 EL0988
 EL0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0988'THE STATION IS 3 MILES NORTH AND 1-1/4 MILES WEST OF LINDSAY, AND
 EL0988'IN THE SOUTHWEST 1/4 OF SECTION 21, T5N, R4W.
 EL0988'
 EL0988'IT IS A STANDARD OKLAHOMA STATE SURVEY DISK, SET IN THE TOP OF A
 EL0988'4 X 4 INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES, STAMPED NO
 EL0988'C 48 TT 1936.  IT IS 260 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EL0988'76,53 FEET NORTH OF THE CENTER OF A GRADED ROAD, 27 FEET NORTH OF
 EL0988'A ROAD RIGHT-OF-WAY FENCE, 19 FEET NORTHWEST OF A POWERLINE POLE
 EL0988'AND 32 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GAS LINE
 EL0988'SHELTER.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 EL0988'STATION TURNBULL.  THE DISTANCE = (204.13) FEET OR 62.218
 EL0988'METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0876 ***********************************************************************
 EL0876  DESIGNATION -  29 D 50 TT
 EL0876  PID         -  EL0876
 EL0876  STATE/COUNTY-  OK/GARVIN
 EL0876  COUNTRY     -  US
 EL0876  USGS QUAD   -  PAOLI (2018)
 EL0876
 EL0876                         *CURRENT SURVEY CONTROL
 EL0876  ______________________________________________________________________
 EL0876* NAD 83(1993) POSITION- 34 46 05.85652(N) 097 22 24.68870(W)   ADJUSTED
 EL0876* NAVD 88 ORTHO HEIGHT -   320.40  (+/-2cm)     1051.2   (feet) VERTCON3
 EL0876  ______________________________________________________________________
 EL0876  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 EL0876  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 EL0876  HORZ ORDER      -  SECOND
 EL0876  VERT ORDER      -  THIRD ? (See Below)
 EL0876
 EL0876.The horizontal coordinates were established by classical geodetic methods
 EL0876.and adjusted by the National Geodetic Survey in November 1994.
 EL0876
 EL0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0876
 EL0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0876.GEOID18 height accuracy estimate available here.
 EL0876
 EL0876.The vertical order pertains to the NGVD 29 superseded value.
 EL0876
 EL0876.Click photographs - Photos may exist for this station.
 EL0876
 EL0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0876
 EL0876. The following values were computed from the NAD 83(1993) position.
 EL0876
 EL0876;                    North         East     Units Scale Factor Converg.
 EL0876;SPC OK S     -   159,349.279   657,346.786   MT  0.99994108   +0 21 20.2
 EL0876;SPC OK S     -   522,798.43  2,156,645.25   sFT  0.99994108   +0 21 20.2
 EL0876;UTM  14      - 3,848,553.119   648,842.779   MT  0.99987306   +0 55 39.7
 EL0876
 EL0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0876!SPC OK S     -   0.99995373  x   0.99994108  =   0.99989482
 EL0876!UTM  14      -   0.99995373  x   0.99987306  =   0.99982680
 EL0876
 EL0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4884248553(NAD 83)
 EL0876
 EL0876                          SUPERSEDED SURVEY CONTROL
 EL0876
 EL0876  NAD 83(1986)-  34 46 05.86147(N)    097 22 24.67489(W) AD(       ) 2
 EL0876  NAD 27      -  34 46 05.58052(N)    097 22 23.58049(W) AD(       ) 2
 EL0876  NGVD 29             320.32   (m)         1050.9    (f) LEVELING    3  
 EL0876
 EL0876.Superseded values are not recommended for survey control.
 EL0876
 EL0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0876.See file dsdata.pdf to determine how the superseded data were derived.
 EL0876
 EL0876_MARKER: DD = SURVEY DISK
 EL0876_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0876_STAMPING: 29 D 50 TT 1937
 EL0876_MARK LOGO: OKCC
 EL0876_PROJECTION: PROJECTING 13 CENTIMETERS
 EL0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0876
 EL0876  HISTORY     - Date     Condition        Report By
 EL0876  HISTORY     - 1937     MONUMENTED       OKCC
 EL0876  HISTORY     - 1957     GOOD             OKCC
 EL0876
 EL0876                          STATION DESCRIPTION
 EL0876
 EL0876'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1957 (OSR)
 EL0876'STATION IS ABOUT 6 MILES SOUTH OF THE MC CLAIN-GARVIN COUNTY
 EL0876'LINE, ABOUT 4 MILES WEST-NORTHWEST OF WHITEBEAD 3-1/2 MILES
 EL0876'NORTHEAST OF ANTIOCH AND ABOUT 3-1/2 MILES SOUTHEAST OF
 EL0876'MAYSVILLE, IN THE SOUTHEAST 1/4 OF SECTION 35, T 4 N, R 2 W.
 EL0876'
 EL0876'IT IS A STANDARD CONSERVATION COMMISION OKLAHOMA STATE SURVEY
 EL0876'DISK, STAMPED NO. 29 D 50 TT 1937, SET IN THE TOP OF A 4-INCH,
 EL0876'SQUARE, CONCRETE POST PROJECTING 5 INCHES.  IT IS 58 FEET
 EL0876'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BAYER HOUSE,
 EL0876'25 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 10 FEET EAST
 EL0876'OF THE CENTER OF A DRIVEWAY.  A TRAVERSE CONNECTION WAS MADE
 EL0876'TO THIS MARK FROM TRIANGULATION STATION ANTIOCH.  THE DISTANCE
 EL0876'= 21.577 METERS (70.79 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0346 ***********************************************************************
 EK0346  DESIGNATION -  29 RC
 EK0346  PID         -  EK0346
 EK0346  STATE/COUNTY-  OK/MCCURTAIN
 EK0346  COUNTRY     -  US
 EK0346  USGS QUAD   -  BATTIEST (2018)
 EK0346
 EK0346                         *CURRENT SURVEY CONTROL
 EK0346  ______________________________________________________________________
 EK0346* NAD 83(1986) POSITION- 34 23 36.52   (N) 094 57 43.68   (W)   HD_HELD1
 EK0346* NAVD 88 ORTHO HEIGHT -   229.510 (meters)      752.98  (feet) ADJUSTED
 EK0346  ______________________________________________________________________
 EK0346  GEOID HEIGHT    -        -30.945 (meters)                     GEOID18
 EK0346  DYNAMIC HEIGHT  -        229.258 (meters)      752.16  (feet) COMP
 EK0346  MODELED GRAVITY -    979,535.0   (mgal)                       NAVD 88
 EK0346
 EK0346  VERT ORDER      -  SECOND    CLASS 0
 EK0346
 EK0346.The horizontal coordinates were determined by differentially corrected
 EK0346.hand held GPS observations or other comparable positioning techniques
 EK0346.and have an estimated accuracy of +/- 3 meters.
 EK0346
 EK0346.The orthometric height was determined by differential leveling and
 EK0346.adjusted by the NATIONAL GEODETIC SURVEY
 EK0346.in June 1991.
 EK0346
 EK0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0346.GEOID18 height accuracy estimate available here.
 EK0346
 EK0346.Click photographs - Photos may exist for this station.
 EK0346
 EK0346.The dynamic height is computed by dividing the NAVD 88
 EK0346.geopotential number by the normal gravity value computed on the
 EK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0346.degrees latitude (g = 980.6199 gals.).
 EK0346
 EK0346.The modeled gravity was interpolated from observed gravity values.
 EK0346
 EK0346;                    North         East    Units  Estimated Accuracy
 EK0346;SPC OK S     -   121,797.6     879,293.5     MT  (+/- 3 meters HH1 GPS) 
 EK0346
 EK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1962807530(NAD 83)
 EK0346
 EK0346                          SUPERSEDED SURVEY CONTROL
 EK0346
 EK0346  NGVD 29 (??/??/92)  229.441  (m)          752.76   (f) ADJ UNCH    2 0
 EK0346
 EK0346.Superseded values are not recommended for survey control.
 EK0346
 EK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0346.See file dsdata.pdf to determine how the superseded data were derived.
 EK0346
 EK0346_MARKER: DD = SURVEY DISK
 EK0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0346_SP_SET: BRIDGE ABUTMENT
 EK0346_STAMPING: 29 RC 1955 753
 EK0346_MARK LOGO: USGS
 EK0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0346
 EK0346  HISTORY     - Date     Condition        Report By
 EK0346  HISTORY     - 1955     MONUMENTED       USGS
 EK0346  HISTORY     - 1960     GOOD             CGS
 EK0346
 EK0346                          STATION DESCRIPTION
 EK0346
 EK0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0346'2.2 MI W FROM BATTIEST.
 EK0346'ABOUT 2.2 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 EK0346'BATTIEST, IN SECTION 11, R 22 E, T 2 S, SET IN THE TOP OF THE
 EK0346'NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE, 13 FEET
 EK0346'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 EK0346'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0295 ***********************************************************************
 FH0295  DESIGNATION -  290
 FH0295  PID         -  FH0295
 FH0295  STATE/COUNTY-  OK/SEQUOYAH
 FH0295  COUNTRY     -  US
 FH0295  USGS QUAD   -  SALLISAW (2019)
 FH0295
 FH0295                         *CURRENT SURVEY CONTROL
 FH0295  ______________________________________________________________________
 FH0295* NAD 83(1986) POSITION- 35 27 48.     (N) 094 48 32.     (W)   SCALED
 FH0295* NAVD 88 ORTHO HEIGHT -   163.61  (+/-2cm)      536.8   (feet) VERTCON3
 FH0295  ______________________________________________________________________
 FH0295  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 FH0295  VERT ORDER      -  ? (See Below)
 FH0295
 FH0295.The horizontal coordinates were scaled from a map and have
 FH0295.an estimated accuracy of +/- 6 seconds.
 FH0295
 FH0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0295
 FH0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0295.GEOID18 height accuracy estimate available here.
 FH0295
 FH0295.The vertical order pertains to the NGVD 29 superseded value.
 FH0295
 FH0295.Click photographs - Photos may exist for this station.
 FH0295
 FH0295;                    North         East    Units  Estimated Accuracy
 FH0295;SPC OK N     -    56,170.      889,610.      MT  (+/- 180 meters Scaled)
 FH0295
 FH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV358259(NAD 83)
 FH0295
 FH0295                          SUPERSEDED SURVEY CONTROL
 FH0295
 FH0295  NGVD 29 (??/??/92)  163.506  (m)          536.44   (f) ADJ UNCH       
 FH0295
 FH0295.Superseded values are not recommended for survey control.
 FH0295
 FH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0295.See file dsdata.pdf to determine how the superseded data were derived.
 FH0295
 FH0295_MARKER: Z = SEE DESCRIPTION
 FH0295_SETTING: 0 = UNSPECIFIED SETTING
 FH0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0295
 FH0295  HISTORY     - Date     Condition        Report By
 FH0295  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0295  HISTORY     - 1934     GOOD             CGS
 FH0295  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0295
 FH0295                          STATION DESCRIPTION
 FH0295
 FH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0295'0.3 MI N FROM SALLISAW.
 FH0295'0.3 MILES NORTH OF SALLISAW K.C.S. AND M.P. RR CROSSING.  RAIL
 FH0295'SECTION EAST OF KANSAS CITY SOUTHERN RAILROAD TRACK AT
 FH0295'MILEPOST 290.  B.M. ON FLANGE RAIL AND 40 FEET WEST AND 55 FEET
 FH0295'SOUTH OF MILEPOST.
 FH0295
 FH0295                          STATION RECOVERY (1960)
 FH0295
 FH0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0302 ***********************************************************************
 FJ0302  DESIGNATION -  3
 FJ0302  PID         -  FJ0302
 FJ0302  STATE/COUNTY-  OK/LOGAN
 FJ0302  COUNTRY     -  US
 FJ0302  USGS QUAD   -  LANGSTON (2018)
 FJ0302
 FJ0302                         *CURRENT SURVEY CONTROL
 FJ0302  ______________________________________________________________________
 FJ0302* NAD 83(1986) POSITION- 35 59 03.     (N) 097 21 13.     (W)   SCALED
 FJ0302* NAVD 88 ORTHO HEIGHT -   273.775 (meters)      898.21  (feet) ADJUSTED
 FJ0302  ______________________________________________________________________
 FJ0302  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 FJ0302  DYNAMIC HEIGHT  -        273.525 (meters)      897.39  (feet) COMP
 FJ0302  MODELED GRAVITY -    979,714.6   (mgal)                       NAVD 88
 FJ0302
 FJ0302  VERT ORDER      -  SECOND    CLASS 0
 FJ0302
 FJ0302.The horizontal coordinates were scaled from a map and have
 FJ0302.an estimated accuracy of +/- 6 seconds.
 FJ0302
 FJ0302.The orthometric height was determined by differential leveling and
 FJ0302.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0302.in June 1991.
 FJ0302
 FJ0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0302.GEOID18 height accuracy estimate available here.
 FJ0302
 FJ0302.Click photographs - Photos may exist for this station.
 FJ0302
 FJ0302.The dynamic height is computed by dividing the NAVD 88
 FJ0302.geopotential number by the normal gravity value computed on the
 FJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0302.degrees latitude (g = 980.6199 gals.).
 FJ0302
 FJ0302.The modeled gravity was interpolated from observed gravity values.
 FJ0302
 FJ0302;                    North         East    Units  Estimated Accuracy
 FJ0302;SPC OK N     -   109,390.      658,290.      MT  (+/- 180 meters Scaled)
 FJ0302
 FJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE484834(NAD 83)
 FJ0302
 FJ0302                          SUPERSEDED SURVEY CONTROL
 FJ0302
 FJ0302  NGVD 29 (??/??/92)  273.653  (m)          897.81   (f) ADJ UNCH    2 0
 FJ0302
 FJ0302.Superseded values are not recommended for survey control.
 FJ0302
 FJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0302.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0302
 FJ0302_MARKER: P = PIPE CAP
 FJ0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0302_STAMPING: 3 899 ADJ 1903
 FJ0302_MARK LOGO: USGS
 FJ0302_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0302
 FJ0302  HISTORY     - Date     Condition        Report By
 FJ0302  HISTORY     - 1905     MONUMENTED       USGS
 FJ0302  HISTORY     - 1934     GOOD             CGS
 FJ0302
 FJ0302                          STATION DESCRIPTION
 FJ0302
 FJ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0302'8.2 MI W FROM COYLE.
 FJ0302'8.2 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON
 FJ0302'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE, LOGAN
 FJ0302'COUNTY, 44 FEET SOUTHEAST OF THE NORTHEAST END OF TRESTLE 70 D, 47
 FJ0302'FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 16.8 FEET
 FJ0302'NORTHEAST OF A FENCE CORNER, AND 2.6 FEET NORTHWEST OF A FENCE
 FJ0302'PARALLELING THE ROADBED.  A UNITED STATES GEOLOGICAL SURVEY
 FJ0302'STANDARD CAP, STAMPED 3 899 1903 AND RIVETED ON THE TOP OF A
 FJ0302'3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1554 ***********************************************************************
 GL1554  CBN         -  This is a Cooperative Base Network Control Station.
 GL1554  DESIGNATION -  3 GLD
 GL1554  PID         -  GL1554
 GL1554  STATE/COUNTY-  OK/CIMARRON
 GL1554  COUNTRY     -  US
 GL1554  USGS QUAD   -  GRIGGS NW (2018)
 GL1554
 GL1554                         *CURRENT SURVEY CONTROL
 GL1554  ______________________________________________________________________
 GL1554* NAD 83(2011) POSITION- 36 42 17.05646(N) 102 14 50.97427(W)   ADJUSTED
 GL1554* NAD 83(2011) ELLIP HT-  1179.061 (meters)        (06/27/12)   ADJUSTED
 GL1554* NAD 83(2011) EPOCH   -  2010.00
 GL1554* NAVD 88 ORTHO HEIGHT -  1203.5   (meters)     3948.    (feet) GPS OBS
 GL1554  ______________________________________________________________________
 GL1554  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GL1554  GEOID HEIGHT    -        -24.396 (meters)                     GEOID96
 GL1554  GEOID HEIGHT    -        -24.381 (meters)                     GEOID18
 GL1554  NAD 83(2011) X  - -1,086,255.978 (meters)                     COMP
 GL1554  NAD 83(2011) Y  - -5,004,047.725 (meters)                     COMP
 GL1554  NAD 83(2011) Z  -  3,791,878.551 (meters)                     COMP
 GL1554  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 GL1554
 GL1554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GL1554  Standards:
 GL1554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GL1554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GL1554  -------------------------------------------------------------------
 GL1554  NETWORK    2.14   5.25           0.98   0.73   2.68     -0.01489140
 GL1554  -------------------------------------------------------------------
 GL1554  Click here for local accuracies and other accuracy information.
 GL1554
 GL1554.The horizontal coordinates were established by GPS observations
 GL1554.and adjusted by the National Geodetic Survey in June 2012.
 GL1554
 GL1554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GL1554.been affixed to the stable North American tectonic plate. See 
 GL1554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GL1554
 GL1554.The horizontal coordinates are valid at the epoch date displayed above
 GL1554.which is a decimal equivalence of Year/Month/Day.
 GL1554
 GL1554.The orthometric height was determined by GPS observations and a
 GL1554.high-resolution geoid model.
 GL1554
 GL1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1554.GEOID18 height accuracy estimate available here.
 GL1554
 GL1554.Click photographs - Photos may exist for this station.
 GL1554
 GL1554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1554
 GL1554.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1554
 GL1554.The ellipsoidal height was determined by GPS observations
 GL1554.and is referenced to NAD 83.
 GL1554
 GL1554. The following values were computed from the NAD 83(2011) position.
 GL1554
 GL1554;                    North         East     Units Scale Factor Converg.
 GL1554;SPC OK N     -   197,451.563   220,591.831   MT  0.99998929   -2 30 23.9
 GL1554;SPC OK N     -   647,805.67    723,725.03   sFT  0.99998929   -2 30 23.9
 GL1554;UTM  13      - 4,065,650.353   745,878.212   MT  1.00034488   +1 38 45.5
 GL1554
 GL1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1554!SPC OK N     -   0.99981500  x   0.99998929  =   0.99980429
 GL1554!UTM  13      -   0.99981500  x   1.00034488  =   1.00015981
 GL1554
 GL1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4587865650(NAD 83)
 GL1554
 GL1554                          SUPERSEDED SURVEY CONTROL
 GL1554
 GL1554  NAD 83(2007)-  36 42 17.05641(N)    102 14 50.97504(W) AD(2002.00) 0
 GL1554  ELLIP H (02/10/07) 1179.074  (m)                       GP(2002.00)    
 GL1554  ELLIP H (04/16/01) 1179.079  (m)                       GP(       ) 4 2
 GL1554  NAD 83(1992)-  36 42 17.05617(N)    102 14 50.97468(W) AD(       ) B
 GL1554  ELLIP H (05/09/94) 1179.077  (m)                       GP(       ) 4 2
 GL1554  NAVD 88 (01/13/95) 1203.5    (m)  UNKNOWN  model used  GPS OBS        
 GL1554  NAVD 88 (05/09/94) 1203.6    (m)  GEOID93  model used  GPS OBS        
 GL1554
 GL1554.Superseded values are not recommended for survey control.
 GL1554
 GL1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1554.See file dsdata.pdf to determine how the superseded data were derived.
 GL1554
 GL1554_MARKER: DD = SURVEY DISK
 GL1554_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GL1554+WITH SETTING: INFORMATION.
 GL1554_STAMPING: 3 GLD 1970
 GL1554_MARK LOGO: USGS
 GL1554_PROJECTION: RECESSED 10 CENTIMETERS
 GL1554_MAGNETIC: I = MARKER IS A STEEL ROD
 GL1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1554+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 GL1554
 GL1554  HISTORY     - Date     Condition        Report By
 GL1554  HISTORY     - 1970     MONUMENTED       USGS
 GL1554  HISTORY     - 19930517 GOOD             NGS
 GL1554  HISTORY     - 20030522 GOOD             OKDOT
 GL1554
 GL1554                          STATION DESCRIPTION
 GL1554
 GL1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GL1554'STATION IS LOCATED IN THE WESTERN THIRD OF THE PANHANDLE, ABOUT 24 KM
 GL1554'(14.90 MI) EAST OF BOISE CITY, 11 KM (6.85 MI) SOUTH OF KEYES, IN THE
 GL1554'NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 171 AND A DIRT ROAD,
 GL1554'IN THE SOUTHWEST CORNER OF SECTION 19, T 3 N, R 8 E.
 GL1554'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GL1554'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 171 (5 KM SOUTH OF
 GL1554'KEYES), GO SOUTH ON HIGHWAY 171 FOR 6.48 KM (4.00 MI) TO A DIRT
 GL1554'CROSSROAD AND THE STATION ON THE LEFT.
 GL1554'STATION MARK IS A DISK ON A ROD ENCASED IN A 12-CM TERRA COTTA TILE 10
 GL1554'CM BELOW GROUND.  IT IS 24.2 M (79.4 FT) EAST OF, AND LEVEL WITH THE
 GL1554'HIGHWAY CENTER, 11.7 M (38.4 FT) NORTH OF THE DIRT ROAD CENTER, 0.5 M
 GL1554'(1.6 FT) SOUTHWEST OF A FENCE CORNER POST, 0.8 M (2.6 FT) EAST OF A
 GL1554'METAL WITNESS POST, 0.8 M (2.6 FT) NORTH OF A METAL WITNESS POST, AND
 GL1554'0.6 M (2.0 FT) SOUTH OF A SHORT METAL WITNESS POST.
 GL1554
 GL1554                          STATION RECOVERY (2003)
 GL1554
 GL1554'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (DKW)
 GL1554'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1038 ***********************************************************************
 EK1038  CBN         -  This is a Cooperative Base Network Control Station.
 EK1038  DESIGNATION -  3 GLP
 EK1038  PID         -  EK1038
 EK1038  STATE/COUNTY-  OK/PUSHMATAHA
 EK1038  COUNTRY     -  US
 EK1038  USGS QUAD   -  SOBOL (2019)
 EK1038
 EK1038                         *CURRENT SURVEY CONTROL
 EK1038  ______________________________________________________________________
 EK1038* NAD 83(2011) POSITION- 34 09 24.84817(N) 095 14 16.58700(W)   ADJUSTED
 EK1038* NAD 83(2011) ELLIP HT-   169.612 (meters)        (06/27/12)   ADJUSTED
 EK1038* NAD 83(2011) EPOCH   -  2010.00
 EK1038* NAVD 88 ORTHO HEIGHT -   199.6   (meters)      655.    (feet) GPS OBS
 EK1038  ______________________________________________________________________
 EK1038  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EK1038  GEOID HEIGHT    -        -29.878 (meters)                     GEOID96
 EK1038  GEOID HEIGHT    -        -29.956 (meters)                     GEOID18
 EK1038  NAD 83(2011) X  -   -482,354.814 (meters)                     COMP
 EK1038  NAD 83(2011) Y  - -5,261,583.001 (meters)                     COMP
 EK1038  NAD 83(2011) Z  -  3,560,957.183 (meters)                     COMP
 EK1038  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 EK1038
 EK1038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK1038  Standards:
 EK1038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK1038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK1038  -------------------------------------------------------------------
 EK1038  NETWORK    3.19   6.70           1.42   1.17   3.42      0.00334170
 EK1038  -------------------------------------------------------------------
 EK1038  Click here for local accuracies and other accuracy information.
 EK1038
 EK1038.The horizontal coordinates were established by GPS observations
 EK1038.and adjusted by the National Geodetic Survey in June 2012.
 EK1038
 EK1038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK1038.been affixed to the stable North American tectonic plate. See 
 EK1038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK1038
 EK1038.The horizontal coordinates are valid at the epoch date displayed above
 EK1038.which is a decimal equivalence of Year/Month/Day.
 EK1038
 EK1038.The orthometric height was determined by GPS observations and a
 EK1038.high-resolution geoid model.
 EK1038
 EK1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1038.GEOID18 height accuracy estimate available here.
 EK1038
 EK1038.Click photographs - Photos may exist for this station.
 EK1038
 EK1038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1038
 EK1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1038
 EK1038.The ellipsoidal height was determined by GPS observations
 EK1038.and is referenced to NAD 83.
 EK1038
 EK1038. The following values were computed from the NAD 83(2011) position.
 EK1038
 EK1038;                    North         East     Units Scale Factor Converg.
 EK1038;SPC OK S     -    94,837.472   854,661.069   MT  0.99996358   +1 34 04.0
 EK1038;SPC OK S     -   311,145.94  2,804,000.52   sFT  0.99996358   +1 34 04.0
 EK1038;UTM  15      - 3,781,816.102   293,692.230   MT  1.00012469   -1 15 25.1
 EK1038
 EK1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1038!SPC OK S     -   0.99997337  x   0.99996358  =   0.99993696
 EK1038!UTM  15      -   0.99997337  x   1.00012469  =   1.00009806
 EK1038
 EK1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9369281816(NAD 83)
 EK1038
 EK1038                          SUPERSEDED SURVEY CONTROL
 EK1038
 EK1038  NAD 83(2007)-  34 09 24.84820(N)    095 14 16.58777(W) AD(2002.00) 0
 EK1038  ELLIP H (02/10/07)  169.632  (m)                       GP(2002.00)    
 EK1038  ELLIP H (04/16/01)  169.635  (m)                       GP(       ) 4 2
 EK1038  NAD 83(1993)-  34 09 24.84798(N)    095 14 16.58762(W) AD(       ) B
 EK1038  ELLIP H (05/09/94)  169.735  (m)                       GP(       ) 4 2
 EK1038  NAVD 88 (01/13/95)  199.6    (m)  UNKNOWN  model used  GPS OBS        
 EK1038  NAVD 88 (05/09/94)  199.6    (m)  GEOID93  model used  GPS OBS        
 EK1038
 EK1038.Superseded values are not recommended for survey control.
 EK1038
 EK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1038.See file dsdata.pdf to determine how the superseded data were derived.
 EK1038
 EK1038_MARKER: DB = BENCH MARK DISK
 EK1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1038_STAMPING: 3 GLP 1960 654
 EK1038_MARK LOGO: USGS
 EK1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1038+STABILITY: SURFACE MOTION
 EK1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1038+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 EK1038
 EK1038  HISTORY     - Date     Condition        Report By
 EK1038  HISTORY     - 1960     MONUMENTED       USGS
 EK1038  HISTORY     - 19930504 GOOD             NGS
 EK1038
 EK1038                          STATION DESCRIPTION
 EK1038
 EK1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EK1038'NOTE--CONES SHOULD BE USED AROUND VEHICLE WHEN OCCUPYING THIS STATION.
 EK1038'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) EAST-SOUTHEAST OF
 EK1038'ANTLERS, 31 KM (19.25 MI) NORTHEAST OF HUGO, 3 KM (1.85 MI) SOUTH OF
 EK1038'SOBOL ON TOP OF A CUTBANK ON THE EAST SLOPE OF A SMALL HILL IN THE
 EK1038'NORTHEAST CORNER OF A GRASS PASTURE WEST OF A GROUP OF TREES AND IN
 EK1038'THE ROAD RIGHT-OF-WAY. OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EK1038'TRANSPORTATION.
 EK1038'TO REACH FROM THE T-JUNCTION OF STATE HIGHWAYS 3 AND 147 SOUTH IN
 EK1038'OLETA, GO EAST ON HIGHWAY 3 FOR 5.68 KM (3.50 MI) TO A GRAVEL
 EK1038'CROSSROAD IN THE SMALL TOWN OF CORINNE.  CONTINUE AHEAD, EAST, ON
 EK1038'HIGHWAY 3 FOR 3.32 KM (2.05 MI) TO A BRIDGE OVER A SMALL CREEK.
 EK1038'CONTINUE AHEAD, EAST, ON HIGHWAY 3 FOR 1.55 KM (0.95 MI) TO A PAVED
 EK1038'ROAD RIGHT IN THE SMALL TOWN OF SOBOL.  TURN RIGHT, SOUTH, ON THE
 EK1038'PAVED ROAD FOR 1.65 KM (1.00 MI) TO TWO SMALL CONCRETE BRIDGES AT AN
 EK1038'OFFSET GRAVEL CROSSROAD. CONTINUE AHEAD, SOUTH, ON THE PAVED ROAD FOR
 EK1038'1.6 KM (1.00 MI) TO A GRAVEL T-JUNCTION.  TURN LEFT, EAST-NORTHEAST,
 EK1038'ON THE GRAVEL ROAD FOR ABOUT 70 M (229.7 FT) TO THE STATION ON THE
 EK1038'RIGHT.
 EK1038'THE STATION IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST
 EK1038'PROJECTING 10 CM.  IT IS 66.3 M (217.5 FT) EAST FROM THE CENTER OF
 EK1038'THE T-JUNCTION, 52.3 M (171.6 FT) EAST-NORTHEAST FROM THE EAST GATE
 EK1038'POST OF A GATE AT THE NORTH END OF A PASTURE, 7.5 M (24.6 FT)
 EK1038'SOUTH-SOUTHEAST FROM THE CENTER OF, AND ABOUT 1.5 M (4.9 FT) HIGHER
 EK1038'THAN THE CENTER OF THE GRAVEL ROAD, 1.6 M (5.2 FT) WEST FROM A POWER
 EK1038'POLE, AND 0.3 M (1.0 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS
 EK1038'POST IN A FENCE LINE.
 EK1038'DESCRIBED BY D.G. AUG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0342 ***********************************************************************
 FJ0342  DESIGNATION -  30
 FJ0342  PID         -  FJ0342
 FJ0342  STATE/COUNTY-  OK/CLEVELAND
 FJ0342  COUNTRY     -  US
 FJ0342  USGS QUAD   -  MOORE (2018)
 FJ0342
 FJ0342                         *CURRENT SURVEY CONTROL
 FJ0342  ______________________________________________________________________
 FJ0342* NAD 83(1986) POSITION- 35 18 18.     (N) 097 28 59.     (W)   SCALED
 FJ0342* NAVD 88 ORTHO HEIGHT -   363.561 (meters)     1192.78  (feet) ADJUSTED
 FJ0342  ______________________________________________________________________
 FJ0342  GEOID HEIGHT    -        -26.710 (meters)                     GEOID18
 FJ0342  DYNAMIC HEIGHT  -        363.208 (meters)     1191.62  (feet) COMP
 FJ0342  MODELED GRAVITY -    979,654.4   (mgal)                       NAVD 88
 FJ0342
 FJ0342  VERT ORDER      -  SECOND    CLASS 0
 FJ0342
 FJ0342.The horizontal coordinates were scaled from a map and have
 FJ0342.an estimated accuracy of +/- 6 seconds.
 FJ0342
 FJ0342.The orthometric height was determined by differential leveling and
 FJ0342.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0342.in August 1994.
 FJ0342
 FJ0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0342.GEOID18 height accuracy estimate available here.
 FJ0342
 FJ0342.Click photographs - Photos may exist for this station.
 FJ0342
 FJ0342.The dynamic height is computed by dividing the NAVD 88
 FJ0342.geopotential number by the normal gravity value computed on the
 FJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0342.degrees latitude (g = 980.6199 gals.).
 FJ0342
 FJ0342.The modeled gravity was interpolated from observed gravity values.
 FJ0342
 FJ0342;                    North         East    Units  Estimated Accuracy
 FJ0342;SPC OK S     -   218,830.      647,020.      MT  (+/- 180 meters Scaled)
 FJ0342
 FJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE379079(NAD 83)
 FJ0342
 FJ0342                          SUPERSEDED SURVEY CONTROL
 FJ0342
 FJ0342  NAVD 88 (06/15/91)  363.630  (m)         1193.01   (f) SUPERSEDED  2 0
 FJ0342  NGVD 29 (??/??/92)  363.500  (m)         1192.58   (f) ADJ UNCH    2 0
 FJ0342
 FJ0342.Superseded values are not recommended for survey control.
 FJ0342
 FJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0342.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0342
 FJ0342_MARKER: P = PIPE CAP
 FJ0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0342_STAMPING: 1193 NO 30
 FJ0342_MARK LOGO: USGS
 FJ0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0342
 FJ0342  HISTORY     - Date     Condition        Report By
 FJ0342  HISTORY     - 1897     MONUMENTED       USGS
 FJ0342  HISTORY     - 1934     GOOD             CGS
 FJ0342
 FJ0342                          STATION DESCRIPTION
 FJ0342
 FJ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0342'2.2 MI S FROM MOORE.
 FJ0342'2.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0342'FROM THE STATION AT MOORE, 0.4 MILE SOUTH OF MILEPOST 395, AT A
 FJ0342'COUNTY-ROAD CROSSING, 57.2 FEET WEST OF THE CENTER OF THE CROSSING,
 FJ0342'15.1 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.5 FEET NORTHWEST
 FJ0342'OF A FENCE CORNER, AND 3 FEET NORTH OF A FENCE PARALLELING THE
 FJ0342'ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1193 NO
 FJ0342'30 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0338 ***********************************************************************
 FJ0338  DESIGNATION -  31
 FJ0338  PID         -  FJ0338
 FJ0338  STATE/COUNTY-  OK/CLEVELAND
 FJ0338  COUNTRY     -  US
 FJ0338  USGS QUAD   -  MOORE (2018)
 FJ0338
 FJ0338                         *CURRENT SURVEY CONTROL
 FJ0338  ______________________________________________________________________
 FJ0338* NAD 83(1993) POSITION- 35 15 43.40192(N) 097 28 05.35106(W)   ADJUSTED
 FJ0338* NAD 83(1993) ELLIP HT-   325.530 (meters)        (11/28/94)   ADJUSTED
 FJ0338* NAVD 88 ORTHO HEIGHT -   352.123 (meters)     1155.26  (feet) ADJUSTED
 FJ0338  ______________________________________________________________________
 FJ0338  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 FJ0338  NAD 83(1993) X  -   -677,685.262 (meters)                     COMP
 FJ0338  NAD 83(1993) Y  - -5,169,733.794 (meters)                     COMP
 FJ0338  NAD 83(1993) Z  -  3,661,832.064 (meters)                     COMP
 FJ0338  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 FJ0338  DYNAMIC HEIGHT  -        351.782 (meters)     1154.14  (feet) COMP
 FJ0338  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 FJ0338
 FJ0338  HORZ ORDER      -  SECOND
 FJ0338  VERT ORDER      -  SECOND    CLASS 0
 FJ0338  ELLP ORDER      -  FIFTH     CLASS I
 FJ0338
 FJ0338.The horizontal coordinates were established by GPS observations
 FJ0338.and adjusted by the National Geodetic Survey in November 1994.
 FJ0338
 FJ0338.The orthometric height was determined by differential leveling and
 FJ0338.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0338.in August 1994.
 FJ0338
 FJ0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0338.GEOID18 height accuracy estimate available here.
 FJ0338
 FJ0338.Click photographs - Photos may exist for this station.
 FJ0338
 FJ0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0338
 FJ0338.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0338
 FJ0338.The ellipsoidal height was determined by GPS observations
 FJ0338.and is referenced to NAD 83.
 FJ0338
 FJ0338.The dynamic height is computed by dividing the NAVD 88
 FJ0338.geopotential number by the normal gravity value computed on the
 FJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0338.degrees latitude (g = 980.6199 gals.).
 FJ0338
 FJ0338.The modeled gravity was interpolated from observed gravity values.
 FJ0338
 FJ0338. The following values were computed from the NAD 83(1993) position.
 FJ0338
 FJ0338;                    North         East     Units Scale Factor Converg.
 FJ0338;SPC OK S     -   214,075.471   648,396.092   MT  1.00000580   +0 18 06.8
 FJ0338;SPC OK S     -   702,345.94  2,127,279.51   sFT  1.00000580   +0 18 06.8
 FJ0338;UTM  14      - 3,903,180.242   639,342.035   MT  0.99983928   +0 53 04.2
 FJ0338
 FJ0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0338!SPC OK S     -   0.99994891  x   1.00000580  =   0.99995471
 FJ0338!UTM  14      -   0.99994891  x   0.99983928  =   0.99978819
 FJ0338
 FJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3934203180(NAD 83)
 FJ0338
 FJ0338                          SUPERSEDED SURVEY CONTROL
 FJ0338
 FJ0338  NAD 83(1986)-  35 15 43.40899(N)    097 28 05.33481(W) AD(       ) 2
 FJ0338  NAVD 88 (06/15/91)  352.181  (m)         1155.45   (f) SUPERSEDED  2 0
 FJ0338  NGVD 29 (??/??/92)  352.057  (m)         1155.04   (f) ADJ UNCH    2 0
 FJ0338  NGVD 29 (11/30/89)  352.     (m)  RAPSU86  model used  GPS OBS        
 FJ0338
 FJ0338.Superseded values are not recommended for survey control.
 FJ0338
 FJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0338.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0338
 FJ0338_MARKER: P = PIPE CAP
 FJ0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0338_STAMPING: 1156 NO 31
 FJ0338_MARK LOGO: USGS
 FJ0338_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0338+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FJ0338
 FJ0338  HISTORY     - Date     Condition        Report By
 FJ0338  HISTORY     - 1897     MONUMENTED       USGS
 FJ0338  HISTORY     - 1934     GOOD             CGS
 FJ0338  HISTORY     - 19890301 GOOD             NGS
 FJ0338  HISTORY     - 20140124 MARK NOT FOUND   GEOCAC
 FJ0338
 FJ0338                          STATION DESCRIPTION
 FJ0338
 FJ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0338'3.2 MI N FROM NORMAN.
 FJ0338'3.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0338'FROM THE STATION AT NORMAN, 0.3 MILE NORTH OF MILEPOST 399, 94.7
 FJ0338'FEET EAST OF THE CENTER OF A ROAD CROSSING, 25.2 FEET NORTH OF
 FJ0338'THE CENTERLINE OF A COUNTY ROAD, 12.2 FEET SOUTHEAST OF A POLE,
 FJ0338'5 FEET WEST OF A FENCE CORNER, AND 1/2 FOOT SOUTH OF AN EAST-AND-WEST
 FJ0338'FENCE.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1156 NO 31
 FJ0338'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FJ0338
 FJ0338                          STATION RECOVERY (1989)
 FJ0338
 FJ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0338'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0338'FOLLOWS.
 FJ0338'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH OF OKLAHOMA
 FJ0338'CITY, 5.8 KM (3.60 MI) NORTH OF NORMAN, AND 0.6 KM (0.35 MI) EAST OF
 FJ0338'U.S. HIGHWAY 77.  OWNERSHIP--CLEVELAND COUNTY.
 FJ0338'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT
 FJ0338'110B) AND ROBINSON STREET IN WEST NORMAN, GO EAST ON ROBINSON STREET
 FJ0338'FOR 2.9 KM (1.80 MI) TO FLOOD AVENUE AND HIGHWAY 77 ON THE LEFT.  TURN
 FJ0338'LEFT AND GO NORTHWEST ON HIGHWAY 77 FOR 3.8 KM (2.35 MI) TO A PAVED
 FJ0338'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON TUCUMSEH ROAD FOR 0.6 KM
 FJ0338'(0.35 MI) TO THE STATION ON THE LEFT, JUST AFTER CROSSING THE
 FJ0338'ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 FJ0338'THE STATION IS A STANDARD USGS DISK SET ON THE TOP OF A 9 CM PIPE THAT
 FJ0338'PROJECTS 5 CM ABOVE THE GROUND.  LOCATED 30.4 M (99.7 FT) NORTHEAST OF
 FJ0338'THE NEAR RAIL, 13.7 M (44.9 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY
 FJ0338'TO NORMAN CONCRETE INC, 8.9 M (29.2 FT) NORTH OF THE CENTERLINE OF THE
 FJ0338'ROAD, 4.1 M (13.5 FT) EAST-SOUTHEAST OF A UTILITY POLE, AND 0.1 M
 FJ0338'(0.3 FT) SOUTH OF A METAL WITNESS POST.
 FJ0338'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0338
 FJ0338                          STATION RECOVERY (2014)
 FJ0338
 FJ0338'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 FJ0338'NOT FOUND AFTER A VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0351 ***********************************************************************
 FH0351  DESIGNATION -  316 1/2
 FH0351  PID         -  FH0351
 FH0351  STATE/COUNTY-  OK/LE FLORE
 FH0351  COUNTRY     -  US
 FH0351  USGS QUAD   -  PANAMA (2018)
 FH0351
 FH0351                         *CURRENT SURVEY CONTROL
 FH0351  ______________________________________________________________________
 FH0351* NAD 83(1986) POSITION- 35 10 32.     (N) 094 40 03.     (W)   SCALED
 FH0351* NAVD 88 ORTHO HEIGHT -   133.21  (+/-2cm)      437.0   (feet) VERTCON3
 FH0351  ______________________________________________________________________
 FH0351  GEOID HEIGHT    -        -31.030 (meters)                     GEOID18
 FH0351  VERT ORDER      -  ? (See Below)
 FH0351
 FH0351.The horizontal coordinates were scaled from a map and have
 FH0351.an estimated accuracy of +/- 6 seconds.
 FH0351
 FH0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0351
 FH0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0351.GEOID18 height accuracy estimate available here.
 FH0351
 FH0351.The vertical order pertains to the NGVD 29 superseded value.
 FH0351
 FH0351.Click photographs - Photos may exist for this station.
 FH0351
 FH0351;                    North         East    Units  Estimated Accuracy
 FH0351;SPC OK S     -   209,360.      903,510.      MT  (+/- 180 meters Scaled)
 FH0351
 FH0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU481937(NAD 83)
 FH0351
 FH0351                          SUPERSEDED SURVEY CONTROL
 FH0351
 FH0351  NGVD 29 (??/??/92)  133.104  (m)          436.69   (f) ADJ UNCH       
 FH0351
 FH0351.Superseded values are not recommended for survey control.
 FH0351
 FH0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0351.See file dsdata.pdf to determine how the superseded data were derived.
 FH0351
 FH0351_MARKER: Z = SEE DESCRIPTION
 FH0351_SETTING: 0 = UNSPECIFIED SETTING
 FH0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0351
 FH0351  HISTORY     - Date     Condition        Report By
 FH0351  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0351  HISTORY     - 1934     GOOD             CGS
 FH0351
 FH0351                          STATION DESCRIPTION
 FH0351
 FH0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0351'0.6 MI N FROM PANAMA.
 FH0351'0.6 MILE NORTH ALONG THE KANSAS CITY SOUTHEN RAILWAY FROM THE
 FH0351'STATION AT PANAMA, LE FLORE COUNTY, ABOUT 40 FEET EAST AND
 FH0351'10 FEET NORTH OF THE SIXTEENTH POLE SOUTH OF MILEPOST 316, AND
 FH0351'NEAR THE NORTHEAST ABUTMENT OF A BRIDGE.  THE TOP OF A VERTICAL
 FH0351'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0345 ***********************************************************************
 FH0345  DESIGNATION -  320 1/2 E
 FH0345  PID         -  FH0345
 FH0345  STATE/COUNTY-  OK/LE FLORE
 FH0345  COUNTRY     -  US
 FH0345  USGS QUAD   -  PANAMA (2018)
 FH0345
 FH0345                         *CURRENT SURVEY CONTROL
 FH0345  ______________________________________________________________________
 FH0345* NAD 83(1986) POSITION- 35 07 40.     (N) 094 39 12.     (W)   SCALED
 FH0345* NAVD 88 ORTHO HEIGHT -   134.040 (meters)      439.76  (feet) ADJUSTED
 FH0345  ______________________________________________________________________
 FH0345  GEOID HEIGHT    -        -31.147 (meters)                     GEOID18
 FH0345  DYNAMIC HEIGHT  -        133.907 (meters)      439.33  (feet) COMP
 FH0345  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 FH0345
 FH0345  VERT ORDER      -  SECOND    CLASS 0
 FH0345
 FH0345.The horizontal coordinates were scaled from a map and have
 FH0345.an estimated accuracy of +/- 6 seconds.
 FH0345
 FH0345.The orthometric height was determined by differential leveling and
 FH0345.adjusted by the NATIONAL GEODETIC SURVEY
 FH0345.in June 1991.
 FH0345
 FH0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0345.GEOID18 height accuracy estimate available here.
 FH0345
 FH0345.Click photographs - Photos may exist for this station.
 FH0345
 FH0345.The dynamic height is computed by dividing the NAVD 88
 FH0345.geopotential number by the normal gravity value computed on the
 FH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0345.degrees latitude (g = 980.6199 gals.).
 FH0345
 FH0345.The modeled gravity was interpolated from observed gravity values.
 FH0345
 FH0345;                    North         East    Units  Estimated Accuracy
 FH0345;SPC OK S     -   204,110.      904,970.      MT  (+/- 180 meters Scaled)
 FH0345
 FH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU493884(NAD 83)
 FH0345
 FH0345                          SUPERSEDED SURVEY CONTROL
 FH0345
 FH0345  NGVD 29 (??/??/92)  133.936  (m)          439.42   (f) ADJ UNCH    2 0
 FH0345
 FH0345.Superseded values are not recommended for survey control.
 FH0345
 FH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0345.See file dsdata.pdf to determine how the superseded data were derived.
 FH0345
 FH0345_MARKER: Z = SEE DESCRIPTION
 FH0345_SETTING: 0 = UNSPECIFIED SETTING
 FH0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0345
 FH0345  HISTORY     - Date     Condition        Report By
 FH0345  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0345  HISTORY     - 1934     GOOD             CGS
 FH0345
 FH0345                          STATION DESCRIPTION
 FH0345
 FH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0345'2.8 MI S FROM PANAMA.
 FH0345'2.8 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 FH0345'THE STATION AT PANAMA, LE FLORE COUNTY, AND ABOUT 50 FEET EAST
 FH0345'OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0346 ***********************************************************************
 GH0346  DESIGNATION -  323 A
 GH0346  PID         -  GH0346
 GH0346  STATE/COUNTY-  OK/NOBLE
 GH0346  COUNTRY     -  US
 GH0346  USGS QUAD   -  PERRY (2018)
 GH0346
 GH0346                         *CURRENT SURVEY CONTROL
 GH0346  ______________________________________________________________________
 GH0346* NAD 83(1986) POSITION- 36 15 49.     (N) 097 17 57.     (W)   SCALED
 GH0346* NAVD 88 ORTHO HEIGHT -   310.393 (meters)     1018.35  (feet) ADJUSTED
 GH0346  ______________________________________________________________________
 GH0346  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GH0346  DYNAMIC HEIGHT  -        310.114 (meters)     1017.43  (feet) COMP
 GH0346  MODELED GRAVITY -    979,726.5   (mgal)                       NAVD 88
 GH0346
 GH0346  VERT ORDER      -  SECOND    CLASS 0
 GH0346
 GH0346.The horizontal coordinates were scaled from a map and have
 GH0346.an estimated accuracy of +/- 6 seconds.
 GH0346
 GH0346.The orthometric height was determined by differential leveling and
 GH0346.adjusted by the NATIONAL GEODETIC SURVEY
 GH0346.in June 1991.
 GH0346
 GH0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0346.GEOID18 height accuracy estimate available here.
 GH0346
 GH0346.Click photographs - Photos may exist for this station.
 GH0346
 GH0346.The dynamic height is computed by dividing the NAVD 88
 GH0346.geopotential number by the normal gravity value computed on the
 GH0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0346.degrees latitude (g = 980.6199 gals.).
 GH0346
 GH0346.The modeled gravity was interpolated from observed gravity values.
 GH0346
 GH0346;                    North         East    Units  Estimated Accuracy
 GH0346;SPC OK N     -   140,430.      662,980.      MT  (+/- 180 meters Scaled)
 GH0346
 GH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF527145(NAD 83)
 GH0346
 GH0346                          SUPERSEDED SURVEY CONTROL
 GH0346
 GH0346  NGVD 29 (??/??/92)  310.257  (m)         1017.90   (f) ADJ UNCH    2 0
 GH0346
 GH0346.Superseded values are not recommended for survey control.
 GH0346
 GH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0346.See file dsdata.pdf to determine how the superseded data were derived.
 GH0346
 GH0346_MARKER: Q = CHISELED SQUARE
 GH0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0346_SP_SET: TRESTLE ABUTMENT
 GH0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0346
 GH0346  HISTORY     - Date     Condition        Report By
 GH0346  HISTORY     - 1934     MONUMENTED       CGS
 GH0346
 GH0346                          STATION DESCRIPTION
 GH0346
 GH0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0346'1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0346'FROM THE STATION AT PERRY, AT TRESTLE 323 A, IN A CORNER SANDSTONE
 GH0346'BLOCK AT THE NORTHWEST END OF THE NORTH MASONRY ABUTMENT, 6
 GH0346'INCHES FROM THE NORTHWEST EDGE OF THE ABUTMENT, 6 INCHES FROM THE
 GH0346'NORTHEAST EDGE, AND 11 FEET NORTHWEST OF THE CENTERLINE OF THE
 GH0346'TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0344 ***********************************************************************
 GH0344  DESIGNATION -  326 A
 GH0344  PID         -  GH0344
 GH0344  STATE/COUNTY-  OK/NOBLE
 GH0344  COUNTRY     -  US
 GH0344  USGS QUAD   -  ORLANDO EAST (2018)
 GH0344
 GH0344                         *CURRENT SURVEY CONTROL
 GH0344  ______________________________________________________________________
 GH0344* NAD 83(1986) POSITION- 36 13 38.     (N) 097 19 38.     (W)   SCALED
 GH0344* NAVD 88 ORTHO HEIGHT -   337.900 (meters)     1108.59  (feet) ADJUSTED
 GH0344  ______________________________________________________________________
 GH0344  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 GH0344  DYNAMIC HEIGHT  -        337.596 (meters)     1107.60  (feet) COMP
 GH0344  MODELED GRAVITY -    979,721.5   (mgal)                       NAVD 88
 GH0344
 GH0344  VERT ORDER      -  SECOND    CLASS 0
 GH0344
 GH0344.The horizontal coordinates were scaled from a map and have
 GH0344.an estimated accuracy of +/- 6 seconds.
 GH0344
 GH0344.The orthometric height was determined by differential leveling and
 GH0344.adjusted by the NATIONAL GEODETIC SURVEY
 GH0344.in June 1991.
 GH0344
 GH0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0344.GEOID18 height accuracy estimate available here.
 GH0344
 GH0344.Click photographs - Photos may exist for this station.
 GH0344
 GH0344.The dynamic height is computed by dividing the NAVD 88
 GH0344.geopotential number by the normal gravity value computed on the
 GH0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0344.degrees latitude (g = 980.6199 gals.).
 GH0344
 GH0344.The modeled gravity was interpolated from observed gravity values.
 GH0344
 GH0344;                    North         East    Units  Estimated Accuracy
 GH0344;SPC OK N     -   136,370.      660,480.      MT  (+/- 180 meters Scaled)
 GH0344
 GH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF503104(NAD 83)
 GH0344
 GH0344                          SUPERSEDED SURVEY CONTROL
 GH0344
 GH0344  NGVD 29 (??/??/92)  337.763  (m)         1108.14   (f) ADJ UNCH    2 0
 GH0344
 GH0344.Superseded values are not recommended for survey control.
 GH0344
 GH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0344.See file dsdata.pdf to determine how the superseded data were derived.
 GH0344
 GH0344_MARKER: B = BOLT
 GH0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0344_SP_SET: CULVERT
 GH0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0344
 GH0344  HISTORY     - Date     Condition        Report By
 GH0344  HISTORY     - 1934     MONUMENTED       CGS
 GH0344
 GH0344                          STATION DESCRIPTION
 GH0344
 GH0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0344'4.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0344'FROM THE STATION OF PERRY, 125 FEET SOUTHWEST OF SIGNAL TOWER
 GH0344'3261, AT CULVERT 326 A, IN THE NORTHWEST CONCRETE HEADWALL, 1
 GH0344'FOOT FROM THE NORTHEAST END OF THE HEADWALL, AND 11 FEET NORTHWEST
 GH0344'OF THE CENTERLINE OF THE TRACK.  A BOLT MARKED BY THE PAINTED
 GH0344'LETTERS BM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0303 ***********************************************************************
 FH0303  DESIGNATION -  33
 FH0303  PID         -  FH0303
 FH0303  STATE/COUNTY-  OK/SEQUOYAH
 FH0303  COUNTRY     -  US
 FH0303  USGS QUAD   -  GANS (2018)
 FH0303
 FH0303                         *CURRENT SURVEY CONTROL
 FH0303  ______________________________________________________________________
 FH0303* NAD 83(1986) POSITION- 35 23 00.     (N) 094 42 29.     (W)   SCALED
 FH0303* NAVD 88 ORTHO HEIGHT -   164.366 (meters)      539.26  (feet) ADJUSTED
 FH0303  ______________________________________________________________________
 FH0303  GEOID HEIGHT    -        -30.269 (meters)                     GEOID18
 FH0303  DYNAMIC HEIGHT  -        164.211 (meters)      538.75  (feet) COMP
 FH0303  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 FH0303
 FH0303  VERT ORDER      -  SECOND    CLASS 0
 FH0303
 FH0303.The horizontal coordinates were scaled from a map and have
 FH0303.an estimated accuracy of +/- 6 seconds.
 FH0303
 FH0303.The orthometric height was determined by differential leveling and
 FH0303.adjusted by the NATIONAL GEODETIC SURVEY
 FH0303.in June 1991.
 FH0303
 FH0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0303.GEOID18 height accuracy estimate available here.
 FH0303
 FH0303.Click photographs - Photos may exist for this station.
 FH0303
 FH0303.The dynamic height is computed by dividing the NAVD 88
 FH0303.geopotential number by the normal gravity value computed on the
 FH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0303.degrees latitude (g = 980.6199 gals.).
 FH0303
 FH0303.The modeled gravity was interpolated from observed gravity values.
 FH0303
 FH0303;                    North         East    Units  Estimated Accuracy
 FH0303;SPC OK N     -    47,600.      899,060.      MT  (+/- 180 meters Scaled)
 FH0303
 FH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV448168(NAD 83)
 FH0303
 FH0303                          SUPERSEDED SURVEY CONTROL
 FH0303
 FH0303  NGVD 29 (??/??/92)  164.274  (m)          538.96   (f) ADJ UNCH    2 0
 FH0303
 FH0303.Superseded values are not recommended for survey control.
 FH0303
 FH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0303.See file dsdata.pdf to determine how the superseded data were derived.
 FH0303
 FH0303_MARKER: DD = SURVEY DISK
 FH0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0303_STAMPING: 33
 FH0303_MARK LOGO: USACE
 FH0303_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0303
 FH0303  HISTORY     - Date     Condition        Report By
 FH0303  HISTORY     - UNK      MONUMENTED       USACE
 FH0303  HISTORY     - 1940     GOOD             CGS
 FH0303
 FH0303                          STATION DESCRIPTION
 FH0303
 FH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0303'1.0 MILE SOUTHWEST OF RR STATION IN GANS.  TO REACH FROM RR
 FH0303'STATION IN GANS PROCEED SOUTHWEST ON GRADED ROAD, GO 0.3 MILE,
 FH0303'TURN LEFT (SOUTH) AT T-INTERSECTION, GO 0.2 MILE, TURN RIGHT
 FH0303'(WEST) WHERE ROAD TURNS, GO 0.5 MILE.  BENCH MARK IS NEAR
 FH0303'INTERSECTION OF GRADED DIRT ROAD AND HALF-SECTION CROSS ROAD,
 FH0303'26 FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 22 FEET
 FH0303'SOUTH OF CENTER LINE OF GRADED EAST-WEST ROAD, IN FENCE CORNER.
 FH0303'PIPE PROJECTS 0.3 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0941 ***********************************************************************
 FJ0941  DESIGNATION -  33
 FJ0941  PID         -  FJ0941
 FJ0941  STATE/COUNTY-  OK/CLEVELAND
 FJ0941  COUNTRY     -  US
 FJ0941  USGS QUAD   -  NORMAN (2018)
 FJ0941
 FJ0941                         *CURRENT SURVEY CONTROL
 FJ0941  ______________________________________________________________________
 FJ0941* NAD 83(1993) POSITION- 35 12 14.23954(N) 097 25 59.08679(W)   ADJUSTED
 FJ0941* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 FJ0941  ______________________________________________________________________
 FJ0941  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 FJ0941  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 FJ0941  HORZ ORDER      -  SECOND
 FJ0941
 FJ0941.The horizontal coordinates were established by classical geodetic methods
 FJ0941.and adjusted by the National Geodetic Survey in November 1994.
 FJ0941
 FJ0941.The orthometric height was scaled from a topographic map.
 FJ0941
 FJ0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0941.GEOID18 height accuracy estimate available here.
 FJ0941
 FJ0941.Click photographs - Photos may exist for this station.
 FJ0941
 FJ0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0941
 FJ0941. The following values were computed from the NAD 83(1993) position.
 FJ0941
 FJ0941;                    North         East     Units Scale Factor Converg.
 FJ0941;SPC OK S     -   207,646.974   651,623.812   MT  0.99999433   +0 19 18.5
 FJ0941;SPC OK S     -   681,255.11  2,137,869.12   sFT  0.99999433   +0 19 18.5
 FJ0941;UTM  14      - 3,896,785.863   642,634.393   MT  0.99985073   +0 54 12.5
 FJ0941
 FJ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0941!SPC OK S     -   0.99994937  x   0.99999433  =   0.99994370
 FJ0941!UTM  14      -   0.99994937  x   0.99985073  =   0.99980011
 FJ0941
 FJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4263496785(NAD 83)
 FJ0941
 FJ0941                          SUPERSEDED SURVEY CONTROL
 FJ0941
 FJ0941  NAD 83(1986)-  35 12 14.24585(N)    097 25 59.07032(W) AD(       ) 2
 FJ0941  NAD 27      -  35 12 14.00411(N)    097 25 57.95235(W) AD(       ) 2
 FJ0941
 FJ0941.Superseded values are not recommended for survey control.
 FJ0941
 FJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0941.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0941
 FJ0941_MARKER: DB = BENCH MARK DISK
 FJ0941_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0941_STAMPING: NO 33 1152 OKLAHOMA
 FJ0941_MARK LOGO: USGS
 FJ0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0941
 FJ0941  HISTORY     - Date     Condition        Report By
 FJ0941  HISTORY     - 1897     MONUMENTED       USGS
 FJ0941  HISTORY     - 1957     GOOD             CGS
 FJ0941  HISTORY     - 20100617 MARK NOT FOUND   GEOCAC
 FJ0941
 FJ0941                          STATION DESCRIPTION
 FJ0941
 FJ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0941'STATION IS ABOUT 1-1/4 MILES SOUTHEAST OF THE CENTER OF
 FJ0941'NORMAN, 0.05 MILE WEST OF A CROSSROADS FORMED BY U.S. HIGHWAY
 FJ0941'77 AND LINDSAY ROAD, AT THE EXTREME SOUTHEAST CORNER OF
 FJ0941'THE UNIVERSITY OF OKLAHOMA CAMPUS, IN SECTION 32, T 9 N,
 FJ0941'R 2 W, AND ACROSS LINDSAY ROAD FROM THE SOUTH NORMAN MUNICIPAL
 FJ0941'WATER TANK.
 FJ0941'
 FJ0941'IT IS A UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK,
 FJ0941'STAMPED NO 33 1152 OKLAHOMA, FASTENED TO THE TOP OF A 3
 FJ0941'INCH IRON POPE AND PROJECTS 12 INCHES.  THE PIPE IS LOOSE
 FJ0941'AND LEANING TO THE NORTH.  IT IS 28 FEET WEST OF THE WEST
 FJ0941'RAIL OF RAILROAD TRACKS.  A TRAVERSE CONNECTION WAS MADE
 FJ0941'TO TRIANGULATION STATION UNIVERSITY.  THE DISTANCE = 31.953
 FJ0941'M. (104.83 FT.)
 FJ0941
 FJ0941                          STATION RECOVERY (2010)
 FJ0941
 FJ0941'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ0941'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 FJ0941'MARK.
 FJ0941'BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0241 ***********************************************************************
 GG0241  DESIGNATION -  333
 GG0241  PID         -  GG0241
 GG0241  STATE/COUNTY-  OK/OTTAWA
 GG0241  COUNTRY     -  US
 GG0241  USGS QUAD   -  WYANDOTTE (2018)
 GG0241
 GG0241                         *CURRENT SURVEY CONTROL
 GG0241  ______________________________________________________________________
 GG0241* NAD 83(1986) POSITION- 36 47 35.     (N) 094 43 35.     (W)   SCALED
 GG0241* NAVD 88 ORTHO HEIGHT -   227.854 (meters)      747.55  (feet) ADJUSTED
 GG0241  ______________________________________________________________________
 GG0241  GEOID HEIGHT    -        -29.178 (meters)                     GEOID18
 GG0241  DYNAMIC HEIGHT  -        227.668 (meters)      746.94  (feet) COMP
 GG0241  MODELED GRAVITY -    979,806.9   (mgal)                       NAVD 88
 GG0241
 GG0241  VERT ORDER      -  SECOND    CLASS 0
 GG0241
 GG0241.The horizontal coordinates were scaled from a map and have
 GG0241.an estimated accuracy of +/- 6 seconds.
 GG0241
 GG0241.The orthometric height was determined by differential leveling and
 GG0241.adjusted by the NATIONAL GEODETIC SURVEY
 GG0241.in June 1991.
 GG0241
 GG0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0241.GEOID18 height accuracy estimate available here.
 GG0241
 GG0241.Click photographs - Photos may exist for this station.
 GG0241
 GG0241.The dynamic height is computed by dividing the NAVD 88
 GG0241.geopotential number by the normal gravity value computed on the
 GG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0241.degrees latitude (g = 980.6199 gals.).
 GG0241
 GG0241.The modeled gravity was interpolated from observed gravity values.
 GG0241
 GG0241;                    North         East    Units  Estimated Accuracy
 GG0241;SPC OK N     -   203,880.      892,120.      MT  (+/- 180 meters Scaled)
 GG0241
 GG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA459733(NAD 83)
 GG0241
 GG0241                          SUPERSEDED SURVEY CONTROL
 GG0241
 GG0241  NGVD 29 (??/??/92)  227.757  (m)          747.23   (f) ADJ UNCH    2 0
 GG0241
 GG0241.Superseded values are not recommended for survey control.
 GG0241
 GG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0241.See file dsdata.pdf to determine how the superseded data were derived.
 GG0241
 GG0241_MARKER: Z = SEE DESCRIPTION
 GG0241_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 GG0241_SP_SET: RAIL
 GG0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0241
 GG0241  HISTORY     - Date     Condition        Report By
 GG0241  HISTORY     - UNK      MONUMENTED       SLSFRR
 GG0241  HISTORY     - 1939     GOOD             CGS
 GG0241
 GG0241                          STATION DESCRIPTION
 GG0241
 GG0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GG0241'AT WYANDOTTE.
 GG0241'AT WYANDOTTE, OTTAWA COUNTY, 50 FEET WEST OF THE ST. LOUIS-SAN
 GG0241'FRANCISCO RAILWAY STATION, AT MILEPOST 333, AT THE JUNCTION OF
 GG0241'STATE HIGHWAY 60, ON RAILWAY PROPERTY, 50 FEET NORTH OF THE
 GG0241'CENTERLINE OF U.S. HIGHWAY 60, AND 50 FEET SOUTH OF THE TRACK.
 GG0241'THE PAINTED TOP OF A VERTICAL RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0300 ***********************************************************************
 FH0300  DESIGNATION -  34
 FH0300  PID         -  FH0300
 FH0300  STATE/COUNTY-  OK/SEQUOYAH
 FH0300  COUNTRY     -  US
 FH0300  USGS QUAD   -  MULDROW SW (2018)
 FH0300
 FH0300                         *CURRENT SURVEY CONTROL
 FH0300  ______________________________________________________________________
 FH0300* NAD 83(1986) POSITION- 35 21 30.     (N) 094 39 26.     (W)   SCALED
 FH0300* NAVD 88 ORTHO HEIGHT -   147.479 (meters)      483.85  (feet) ADJUSTED
 FH0300  ______________________________________________________________________
 FH0300  GEOID HEIGHT    -        -30.368 (meters)                     GEOID18
 FH0300  DYNAMIC HEIGHT  -        147.339 (meters)      483.39  (feet) COMP
 FH0300  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 FH0300
 FH0300  VERT ORDER      -  SECOND    CLASS 0
 FH0300
 FH0300.The horizontal coordinates were scaled from a map and have
 FH0300.an estimated accuracy of +/- 6 seconds.
 FH0300
 FH0300.The orthometric height was determined by differential leveling and
 FH0300.adjusted by the NATIONAL GEODETIC SURVEY
 FH0300.in June 1991.
 FH0300
 FH0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0300.GEOID18 height accuracy estimate available here.
 FH0300
 FH0300.Click photographs - Photos may exist for this station.
 FH0300
 FH0300.The dynamic height is computed by dividing the NAVD 88
 FH0300.geopotential number by the normal gravity value computed on the
 FH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0300.degrees latitude (g = 980.6199 gals.).
 FH0300
 FH0300.The modeled gravity was interpolated from observed gravity values.
 FH0300
 FH0300;                    North         East    Units  Estimated Accuracy
 FH0300;SPC OK N     -    44,990.      903,770.      MT  (+/- 180 meters Scaled)
 FH0300
 FH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV494140(NAD 83)
 FH0300
 FH0300                          SUPERSEDED SURVEY CONTROL
 FH0300
 FH0300  NGVD 29 (??/??/92)  147.395  (m)          483.58   (f) ADJ UNCH    2 0
 FH0300
 FH0300.Superseded values are not recommended for survey control.
 FH0300
 FH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0300.See file dsdata.pdf to determine how the superseded data were derived.
 FH0300
 FH0300_MARKER: DD = SURVEY DISK
 FH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0300_STAMPING: 34
 FH0300_MARK LOGO: USACE
 FH0300_PROJECTION: RECESSED 9 CENTIMETERS
 FH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0300+STABILITY: SURFACE MOTION
 FH0300
 FH0300  HISTORY     - Date     Condition        Report By
 FH0300  HISTORY     - UNK      MONUMENTED       USACE
 FH0300  HISTORY     - 1940     GOOD             CGS
 FH0300
 FH0300                          STATION DESCRIPTION
 FH0300
 FH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0300'ABOUT 2.8 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY
 FH0300'FROM THE STATION AT GANA, SEQUOYAH COUNTY, ABOUT 9 POLES SOUTHEAST
 FH0300'OF MILEPOST 302, 51 FEET WEST OF THE CENTER LINE OF THE TRACK,
 FH0300'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A CORPS OF ENGINEERS,
 FH0300'U.S. ARMY, STANDARD DISK, STAMPED 34 AND SET IN THE TOP OF A
 FH0300'CONCRETE POST ABOUT 0.3 FOOT LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0329 ***********************************************************************
 FH0329  DESIGNATION -  35
 FH0329  PID         -  FH0329
 FH0329  STATE/COUNTY-  OK/SEQUOYAH
 FH0329  COUNTRY     -  US
 FH0329  USGS QUAD   -  MULDROW SW (2018)
 FH0329
 FH0329                         *CURRENT SURVEY CONTROL
 FH0329  ______________________________________________________________________
 FH0329* NAD 83(1986) POSITION- 35 20 06.     (N) 094 38 14.     (W)   SCALED
 FH0329* NAVD 88 ORTHO HEIGHT -   143.514 (meters)      470.85  (feet) ADJUSTED
 FH0329  ______________________________________________________________________
 FH0329  GEOID HEIGHT    -        -30.456 (meters)                     GEOID18
 FH0329  DYNAMIC HEIGHT  -        143.377 (meters)      470.40  (feet) COMP
 FH0329  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 FH0329
 FH0329  VERT ORDER      -  SECOND    CLASS 0
 FH0329
 FH0329.The horizontal coordinates were scaled from a map and have
 FH0329.an estimated accuracy of +/- 6 seconds.
 FH0329
 FH0329.The orthometric height was determined by differential leveling and
 FH0329.adjusted by the NATIONAL GEODETIC SURVEY
 FH0329.in June 1991.
 FH0329
 FH0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0329.GEOID18 height accuracy estimate available here.
 FH0329
 FH0329.Click photographs - Photos may exist for this station.
 FH0329
 FH0329.The dynamic height is computed by dividing the NAVD 88
 FH0329.geopotential number by the normal gravity value computed on the
 FH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0329.degrees latitude (g = 980.6199 gals.).
 FH0329
 FH0329.The modeled gravity was interpolated from observed gravity values.
 FH0329
 FH0329;                    North         East    Units  Estimated Accuracy
 FH0329;SPC OK N     -    42,460.      905,680.      MT  (+/- 180 meters Scaled)
 FH0329
 FH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV512114(NAD 83)
 FH0329
 FH0329                          SUPERSEDED SURVEY CONTROL
 FH0329
 FH0329  NGVD 29 (??/??/92)  143.429  (m)          470.57   (f) ADJ UNCH    2 0
 FH0329
 FH0329.Superseded values are not recommended for survey control.
 FH0329
 FH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0329.See file dsdata.pdf to determine how the superseded data were derived.
 FH0329
 FH0329_MARKER: DD = SURVEY DISK
 FH0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0329_STAMPING: 35
 FH0329_MARK LOGO: USACE
 FH0329_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0329
 FH0329  HISTORY     - Date     Condition        Report By
 FH0329  HISTORY     - UNK      MONUMENTED       USACE
 FH0329  HISTORY     - 1940     GOOD             CGS
 FH0329  HISTORY     - 1959     GOOD             CGS
 FH0329
 FH0329                          STATION DESCRIPTION
 FH0329
 FH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0329'2.6 MILES NORTHWEST OF KANSAS CITY SOUTHERN RR STATION IN
 FH0329'REDLAND.  BENCH MARK IS 6 POLES SOUTHEAST OF MILE POST NO. 304,
 FH0329'85 FEET SOUTH OF CENTER LINE OF INTERSECTION OF GRADED DIRT ROAD
 FH0329'AND RAILROAD, 68 FEET WEST OF CENTER LINE OF RAILROAD, 19 FEET
 FH0329'WEST OF CENTER LINE OF GRADED DIRT ROAD, 6 FEET WEST OF FENCE
 FH0329'LINE.  PIPE AND MONUMENT PROJECT 0.3 FOOT.
 FH0329
 FH0329                          STATION RECOVERY (1959)
 FH0329
 FH0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0324 ***********************************************************************
 FH0324  DESIGNATION -  36
 FH0324  PID         -  FH0324
 FH0324  STATE/COUNTY-  OK/SEQUOYAH
 FH0324  COUNTRY     -  US
 FH0324  USGS QUAD   -  FORT COFFEE (2018)
 FH0324
 FH0324                         *CURRENT SURVEY CONTROL
 FH0324  ______________________________________________________________________
 FH0324* NAD 83(1986) POSITION- 35 19 57.     (N) 094 33 59.     (W)   SCALED
 FH0324* NAVD 88 ORTHO HEIGHT -   131.092 (meters)      430.09  (feet) ADJUSTED
 FH0324  ______________________________________________________________________
 FH0324  GEOID HEIGHT    -        -30.434 (meters)                     GEOID18
 FH0324  DYNAMIC HEIGHT  -        130.967 (meters)      429.68  (feet) COMP
 FH0324  MODELED GRAVITY -    979,680.0   (mgal)                       NAVD 88
 FH0324
 FH0324  VERT ORDER      -  SECOND    CLASS 0
 FH0324
 FH0324.The horizontal coordinates were scaled from a map and have
 FH0324.an estimated accuracy of +/- 6 seconds.
 FH0324
 FH0324.The orthometric height was determined by differential leveling and
 FH0324.adjusted by the NATIONAL GEODETIC SURVEY
 FH0324.in June 1991.
 FH0324
 FH0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0324.GEOID18 height accuracy estimate available here.
 FH0324
 FH0324.Click photographs - Photos may exist for this station.
 FH0324
 FH0324.The dynamic height is computed by dividing the NAVD 88
 FH0324.geopotential number by the normal gravity value computed on the
 FH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0324.degrees latitude (g = 980.6199 gals.).
 FH0324
 FH0324.The modeled gravity was interpolated from observed gravity values.
 FH0324
 FH0324;                    North         East    Units  Estimated Accuracy
 FH0324;SPC OK N     -    42,410.      912,130.      MT  (+/- 180 meters Scaled)
 FH0324
 FH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV576110(NAD 83)
 FH0324
 FH0324                          SUPERSEDED SURVEY CONTROL
 FH0324
 FH0324  NGVD 29 (??/??/92)  131.006  (m)          429.81   (f) ADJ UNCH    2 0
 FH0324
 FH0324.Superseded values are not recommended for survey control.
 FH0324
 FH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0324.See file dsdata.pdf to determine how the superseded data were derived.
 FH0324
 FH0324_MARKER: DD = SURVEY DISK
 FH0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0324_STAMPING: 36
 FH0324_MARK LOGO: USACE
 FH0324_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0324
 FH0324  HISTORY     - Date     Condition        Report By
 FH0324  HISTORY     - UNK      MONUMENTED       USACE
 FH0324  HISTORY     - 1940     GOOD             CGS
 FH0324
 FH0324                          STATION DESCRIPTION
 FH0324
 FH0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0324'10.6 MILES SOUTHWEST OF SCHOOL BUILDING IN MOFFETT.  TO REACH
 FH0324'FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTERLY ON U.S. HIGHWAY
 FH0324'NO. 64, GO 4.6 MILES, TURN LEFT (SOUTH) ONTO GRAVELED ROAD, GO
 FH0324'4.0 MILES, TURN RIGHT (WEST) AT ROAD INTERSECTION AND SECTION
 FH0324'CORNER, GO 2.0 MILES.  BENCH MARK IS AT WEST END OF GRADED DIRT
 FH0324'ROAD, AT SECTION CORNER, 16.5 FEET NORTH OF CENTER LINE OF
 FH0324'EAST-WEST ROAD, 16 FEET EAST OF CENTERLINE OF NORTH-SOUTH FARM
 FH0324'ROAD.  PIPE AND MONUMENT PROJECT 0.3 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0321 ***********************************************************************
 FH0321  DESIGNATION -  37
 FH0321  PID         -  FH0321
 FH0321  STATE/COUNTY-  OK/SEQUOYAH
 FH0321  COUNTRY     -  US
 FH0321  USGS QUAD   -  FORT COFFEE (2018)
 FH0321
 FH0321                         *CURRENT SURVEY CONTROL
 FH0321  ______________________________________________________________________
 FH0321* NAD 83(1986) POSITION- 35 19 55.     (N) 094 30 47.     (W)   SCALED
 FH0321* NAVD 88 ORTHO HEIGHT -   129.465 (meters)      424.75  (feet) ADJUSTED
 FH0321  ______________________________________________________________________
 FH0321  GEOID HEIGHT    -        -30.401 (meters)                     GEOID18
 FH0321  DYNAMIC HEIGHT  -        129.342 (meters)      424.35  (feet) COMP
 FH0321  MODELED GRAVITY -    979,681.4   (mgal)                       NAVD 88
 FH0321
 FH0321  VERT ORDER      -  SECOND    CLASS 0
 FH0321
 FH0321.The horizontal coordinates were scaled from a map and have
 FH0321.an estimated accuracy of +/- 6 seconds.
 FH0321
 FH0321.The orthometric height was determined by differential leveling and
 FH0321.adjusted by the NATIONAL GEODETIC SURVEY
 FH0321.in June 1991.
 FH0321
 FH0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0321.GEOID18 height accuracy estimate available here.
 FH0321
 FH0321.Click photographs - Photos may exist for this station.
 FH0321
 FH0321.The dynamic height is computed by dividing the NAVD 88
 FH0321.geopotential number by the normal gravity value computed on the
 FH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0321.degrees latitude (g = 980.6199 gals.).
 FH0321
 FH0321.The modeled gravity was interpolated from observed gravity values.
 FH0321
 FH0321;                    North         East    Units  Estimated Accuracy
 FH0321;SPC OK N     -    42,520.      916,970.      MT  (+/- 180 meters Scaled)
 FH0321
 FH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV624109(NAD 83)
 FH0321
 FH0321                          SUPERSEDED SURVEY CONTROL
 FH0321
 FH0321  NGVD 29 (??/??/92)  129.377  (m)          424.46   (f) ADJ UNCH    2 0
 FH0321
 FH0321.Superseded values are not recommended for survey control.
 FH0321
 FH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0321.See file dsdata.pdf to determine how the superseded data were derived.
 FH0321
 FH0321_MARKER: DD = SURVEY DISK
 FH0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0321_STAMPING: 37
 FH0321_MARK LOGO: USACE
 FH0321_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0321
 FH0321  HISTORY     - Date     Condition        Report By
 FH0321  HISTORY     - UNK      MONUMENTED       USACE
 FH0321  HISTORY     - 1940     GOOD             CGS
 FH0321  HISTORY     - 1959     GOOD             CGS
 FH0321
 FH0321                          STATION DESCRIPTION
 FH0321
 FH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0321'7.6 MILES SOUTHWEST OF SCHOOL BUILDING AT MOFFETT.  TO REACH
 FH0321'FROM SCHOOL BUILDING AT MOFFETT PROCEED WESTWARD ON U.S. HIGHWAY
 FH0321'NO. 64, GO 4.6 MILES, TURN LEFT (SOUTH) ONTO GRADED ROAD, GO 4.0
 FH0321'MILES, TURN LEFT (EAST) AT ROAD INTERSECTION AND SECTION LINE,
 FH0321'GO 1.0 MILE.  BENCH MARK IS IN PAW PAW SCHOOL YARD, 4.5 FEET
 FH0321'NORTH OF CENTER LINE OF WEST SIDE ENTRANCE TO BUILDING, 1 FOOT
 FH0321'WEST OF WEST WALL OF BUILDING.  MONUMENT PROJECTS 0.5 FOOT.
 FH0321
 FH0321                          STATION RECOVERY (1959)
 FH0321
 FH0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0328 ***********************************************************************
 GJ0328  DESIGNATION -  374=394
 GJ0328  PID         -  GJ0328
 GJ0328  STATE/COUNTY-  OK/WOODWARD
 GJ0328  COUNTRY     -  US
 GJ0328  USGS QUAD   -  FARGO (2018)
 GJ0328
 GJ0328                         *CURRENT SURVEY CONTROL
 GJ0328  ______________________________________________________________________
 GJ0328* NAD 83(1986) POSITION- 36 24 28.     (N) 099 33 20.     (W)   SCALED
 GJ0328* NAVD 88 ORTHO HEIGHT -   659.322 (meters)     2163.13  (feet) ADJUSTED
 GJ0328  ______________________________________________________________________
 GJ0328  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0328  DYNAMIC HEIGHT  -        658.674 (meters)     2161.00  (feet) COMP
 GJ0328  MODELED GRAVITY -    979,627.8   (mgal)                       NAVD 88
 GJ0328
 GJ0328  VERT ORDER      -  FIRST     CLASS II
 GJ0328
 GJ0328.The horizontal coordinates were scaled from a map and have
 GJ0328.an estimated accuracy of +/- 6 seconds.
 GJ0328
 GJ0328.The orthometric height was determined by differential leveling and
 GJ0328.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0328.in June 1991.
 GJ0328
 GJ0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0328.GEOID18 height accuracy estimate available here.
 GJ0328
 GJ0328.Click photographs - Photos may exist for this station.
 GJ0328
 GJ0328.The dynamic height is computed by dividing the NAVD 88
 GJ0328.geopotential number by the normal gravity value computed on the
 GJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0328.degrees latitude (g = 980.6199 gals.).
 GJ0328
 GJ0328.The modeled gravity was interpolated from observed gravity values.
 GJ0328
 GJ0328;                    North         East    Units  Estimated Accuracy
 GJ0328;SPC OK N     -   157,320.      460,480.      MT  (+/- 180 meters Scaled)
 GJ0328
 GJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF501293(NAD 83)
 GJ0328
 GJ0328                          SUPERSEDED SURVEY CONTROL
 GJ0328
 GJ0328  NGVD 29 (??/??/92)  659.046  (m)         2162.22   (f) ADJ UNCH    1 2
 GJ0328
 GJ0328.Superseded values are not recommended for survey control.
 GJ0328
 GJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0328.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0328
 GJ0328_MARKER: B = BOLT
 GJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0328+STABILITY: SURFACE MOTION
 GJ0328
 GJ0328  HISTORY     - Date     Condition        Report By
 GJ0328  HISTORY     - UNK      MONUMENTED
 GJ0328  HISTORY     - 1934     GOOD             CGS
 GJ0328
 GJ0328                          STATION DESCRIPTION
 GJ0328
 GJ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0328'4.2 MI NE FROM FARGO.
 GJ0328'4.2 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 250 FEET
 GJ0328'NORTHWEST OF MILE POST 394.  92 FEET NORTH OF THE CENTERLINE OF
 GJ0328'ATCHISON TOPEKA AND SANTA FE RAILROAD.  8 FEET SOUTH OF THE
 GJ0328'RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0622 ***********************************************************************
 FJ0622  DESIGNATION -  378 F
 FJ0622  PID         -  FJ0622
 FJ0622  STATE/COUNTY-  OK/OKLAHOMA
 FJ0622  COUNTRY     -  US
 FJ0622  USGS QUAD   -  BRITTON (2018)
 FJ0622
 FJ0622                         *CURRENT SURVEY CONTROL
 FJ0622  ______________________________________________________________________
 FJ0622* NAD 83(1986) POSITION- 35 32 19.     (N) 097 31 16.     (W)   SCALED
 FJ0622* NAVD 88 ORTHO HEIGHT -   353.727 (meters)     1160.52  (feet) ADJUSTED
 FJ0622  ______________________________________________________________________
 FJ0622  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 FJ0622  DYNAMIC HEIGHT  -        353.390 (meters)     1159.41  (feet) COMP
 FJ0622  MODELED GRAVITY -    979,672.6   (mgal)                       NAVD 88
 FJ0622
 FJ0622  VERT ORDER      -  SECOND    CLASS 0
 FJ0622
 FJ0622.The horizontal coordinates were scaled from a map and have
 FJ0622.an estimated accuracy of +/- 6 seconds.
 FJ0622
 FJ0622.The orthometric height was determined by differential leveling and
 FJ0622.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0622.in August 1994.
 FJ0622
 FJ0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0622.GEOID18 height accuracy estimate available here.
 FJ0622
 FJ0622.Click photographs - Photos may exist for this station.
 FJ0622
 FJ0622.The dynamic height is computed by dividing the NAVD 88
 FJ0622.geopotential number by the normal gravity value computed on the
 FJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0622.degrees latitude (g = 980.6199 gals.).
 FJ0622
 FJ0622.The modeled gravity was interpolated from observed gravity values.
 FJ0622
 FJ0622;                    North         East    Units  Estimated Accuracy
 FJ0622;SPC OK N     -    59,870.      643,430.      MT  (+/- 180 meters Scaled)
 FJ0622
 FJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE340337(NAD 83)
 FJ0622
 FJ0622                          SUPERSEDED SURVEY CONTROL
 FJ0622
 FJ0622  NAVD 88 (06/15/91)  353.789  (m)         1160.72   (f) SUPERSEDED  2 0
 FJ0622  NGVD 29 (??/??/92)  353.656  (m)         1160.29   (f) ADJ UNCH    2 0
 FJ0622
 FJ0622.Superseded values are not recommended for survey control.
 FJ0622
 FJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0622.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0622
 FJ0622_MARKER: B = BOLT
 FJ0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0622_SP_SET: CULVERT HEADWALL
 FJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0622+STABILITY: SURFACE MOTION
 FJ0622
 FJ0622  HISTORY     - Date     Condition        Report By
 FJ0622  HISTORY     - UNK      MONUMENTED
 FJ0622  HISTORY     - 1934     GOOD             CGS
 FJ0622  HISTORY     - 1966     GOOD
 FJ0622
 FJ0622                          STATION DESCRIPTION
 FJ0622
 FJ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0622'2.2 MI S FROM BRITTON.
 FJ0622'2.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0622'FROM THE STATION AT BRITTON, 400 FEET NORTH OF MILEPOST 379,
 FJ0622'550 FEET NORTH OF A ROAD CROSSING, AT CONCRETE CULVERT 378 F,
 FJ0622'AND IN THE WEST CONCRETE HEADWALL.  A BOLT.  NOTE-- THE BOLT
 FJ0622'WAS RECOVERED AS DESCRIBED.  THE GENERAL APPEARANCE OF THE BOLT
 FJ0622'INDICATES A LOT OF RUSTING, THE ELEVATION COULD NOW BE WRONG.
 FJ0622
 FJ0622                          STATION RECOVERY (1966)
 FJ0622
 FJ0622'RECOVERED 1966
 FJ0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0468 ***********************************************************************
 DN0468  DESIGNATION -  38
 DN0468  PID         -  DN0468
 DN0468  STATE/COUNTY-  OK/BRYAN
 DN0468  COUNTRY     -  US
 DN0468  USGS QUAD   -  DENISON DAM (2019)
 DN0468
 DN0468                         *CURRENT SURVEY CONTROL
 DN0468  ______________________________________________________________________
 DN0468* NAD 83(1986) POSITION- 33 50 05.     (N) 096 30 57.     (W)   SCALED
 DN0468* NAVD 88 ORTHO HEIGHT -   182.96  (+/-2cm)      600.3   (feet) VERTCON3
 DN0468  ______________________________________________________________________
 DN0468  GEOID HEIGHT    -        -26.493 (meters)                     GEOID18
 DN0468  VERT ORDER      -  ? (See Below)
 DN0468
 DN0468.The horizontal coordinates were scaled from a map and have
 DN0468.an estimated accuracy of +/- 6 seconds.
 DN0468
 DN0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0468
 DN0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0468.GEOID18 height accuracy estimate available here.
 DN0468
 DN0468.The vertical order pertains to the NGVD 29 superseded value.
 DN0468
 DN0468.Click photographs - Photos may exist for this station.
 DN0468
 DN0468;                    North         East    Units  Estimated Accuracy
 DN0468;SPC OK S     -    56,630.      737,380.      MT  (+/- 180 meters Scaled)
 DN0468
 DN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC298466(NAD 83)
 DN0468
 DN0468                          SUPERSEDED SURVEY CONTROL
 DN0468
 DN0468  NGVD 29 (??/??/92)  182.926  (m)          600.15   (f) ADJ UNCH       
 DN0468
 DN0468.Superseded values are not recommended for survey control.
 DN0468
 DN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0468.See file dsdata.pdf to determine how the superseded data were derived.
 DN0468
 DN0468_MARKER: Q = CHISELED SQUARE
 DN0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0468_SP_SET: OVERPASS
 DN0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0468
 DN0468  HISTORY     - Date     Condition        Report By
 DN0468  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0468  HISTORY     - 1933     GOOD             CGS
 DN0468  HISTORY     - 1934     GOOD             CGS
 DN0468  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0468
 DN0468                          STATION DESCRIPTION
 DN0468
 DN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0468'1.8 MI S FROM COLBERT.
 DN0468'1.8 MI. S. OF 6 1/2 POLES N. OF MILEPOST 655, ON THE S. END OF W.
 DN0468'HEADWALL OF A CONCRETE OVERPASS.
 DN0468
 DN0468                          STATION RECOVERY (1934)
 DN0468
 DN0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0468'RECOVERED IN GOOD CONDITION.
 DN0468
 DN0468                          STATION RECOVERY (1986)
 DN0468
 DN0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0222 ***********************************************************************
 FH0222  DESIGNATION -  38
 FH0222  PID         -  FH0222
 FH0222  STATE/COUNTY-  OK/SEQUOYAH
 FH0222  COUNTRY     -  US
 FH0222  USGS QUAD   -  FORT SMITH (2017)
 FH0222
 FH0222                         *CURRENT SURVEY CONTROL
 FH0222  ______________________________________________________________________
 FH0222* NAD 83(1986) POSITION- 35 22 33.     (N) 094 28 42.     (W)   SCALED
 FH0222* NAVD 88 ORTHO HEIGHT -   128.238 (meters)      420.73  (feet) ADJUSTED
 FH0222  ______________________________________________________________________
 FH0222  GEOID HEIGHT    -        -30.204 (meters)                     GEOID18
 FH0222  DYNAMIC HEIGHT  -        128.117 (meters)      420.33  (feet) COMP
 FH0222  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 FH0222
 FH0222  VERT ORDER      -  SECOND    CLASS 0
 FH0222
 FH0222.The horizontal coordinates were scaled from a map and have
 FH0222.an estimated accuracy of +/- 6 seconds.
 FH0222
 FH0222.The orthometric height was determined by differential leveling and
 FH0222.adjusted by the NATIONAL GEODETIC SURVEY
 FH0222.in June 1991.
 FH0222
 FH0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0222.GEOID18 height accuracy estimate available here.
 FH0222
 FH0222.Click photographs - Photos may exist for this station.
 FH0222
 FH0222.The dynamic height is computed by dividing the NAVD 88
 FH0222.geopotential number by the normal gravity value computed on the
 FH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0222.degrees latitude (g = 980.6199 gals.).
 FH0222
 FH0222.The modeled gravity was interpolated from observed gravity values.
 FH0222
 FH0222;                    North         East    Units  Estimated Accuracy
 FH0222;SPC OK N     -    47,500.      919,950.      MT  (+/- 180 meters Scaled)
 FH0222
 FH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV657157(NAD 83)
 FH0222
 FH0222                          SUPERSEDED SURVEY CONTROL
 FH0222
 FH0222  NGVD 29 (??/??/92)  128.149  (m)          420.44   (f) ADJ UNCH    2 0
 FH0222
 FH0222.Superseded values are not recommended for survey control.
 FH0222
 FH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0222.See file dsdata.pdf to determine how the superseded data were derived.
 FH0222
 FH0222_MARKER: P = PIPE CAP
 FH0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0222_STAMPING: 38
 FH0222_MARK LOGO: USACE
 FH0222_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0222
 FH0222  HISTORY     - Date     Condition        Report By
 FH0222  HISTORY     - UNK      MONUMENTED       USACE
 FH0222  HISTORY     - 1940     GOOD             CGS
 FH0222  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0222
 FH0222                          STATION DESCRIPTION
 FH0222
 FH0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0222'2.5 MI SW FROM MOFFETT.
 FH0222'TO REACH FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON
 FH0222'U.S. HIGHWAY NO. 64, GO 1.5 MILES, TURN LEFT (SOUTH) ONTO GRAVELED
 FH0222'ROAD, GO 1.0 MILE.  BENCH MARK IS NEAR SECTION LINE ROAD
 FH0222'INTERSECTIONS, 110 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD,
 FH0222'18 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD.  PIPE AND
 FH0222'MONUMENT PROJECT 0.3 FOOT.
 FH0222
 FH0222                          STATION RECOVERY (1959)
 FH0222
 FH0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0332 ***********************************************************************
 GJ0332  DESIGNATION -  391
 GJ0332  PID         -  GJ0332
 GJ0332  STATE/COUNTY-  OK/WOODWARD
 GJ0332  COUNTRY     -  US
 GJ0332  USGS QUAD   -  FARGO (2018)
 GJ0332
 GJ0332                         *CURRENT SURVEY CONTROL
 GJ0332  ______________________________________________________________________
 GJ0332* NAD 83(1986) POSITION- 36 25 48.     (N) 099 30 38.     (W)   SCALED
 GJ0332* NAVD 88 ORTHO HEIGHT -   651.972 (meters)     2139.01  (feet) ADJUSTED
 GJ0332  ______________________________________________________________________
 GJ0332  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0332  DYNAMIC HEIGHT  -        651.333 (meters)     2136.92  (feet) COMP
 GJ0332  MODELED GRAVITY -    979,631.4   (mgal)                       NAVD 88
 GJ0332
 GJ0332  VERT ORDER      -  FIRST     CLASS II
 GJ0332
 GJ0332.The horizontal coordinates were scaled from a map and have
 GJ0332.an estimated accuracy of +/- 6 seconds.
 GJ0332
 GJ0332.The orthometric height was determined by differential leveling and
 GJ0332.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0332.in June 1991.
 GJ0332
 GJ0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0332.GEOID18 height accuracy estimate available here.
 GJ0332
 GJ0332.Click photographs - Photos may exist for this station.
 GJ0332
 GJ0332.The dynamic height is computed by dividing the NAVD 88
 GJ0332.geopotential number by the normal gravity value computed on the
 GJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0332.degrees latitude (g = 980.6199 gals.).
 GJ0332
 GJ0332.The modeled gravity was interpolated from observed gravity values.
 GJ0332
 GJ0332;                    North         East    Units  Estimated Accuracy
 GJ0332;SPC OK N     -   159,720.      464,560.      MT  (+/- 180 meters Scaled)
 GJ0332
 GJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF542317(NAD 83)
 GJ0332
 GJ0332                          SUPERSEDED SURVEY CONTROL
 GJ0332
 GJ0332  NGVD 29 (??/??/92)  651.702  (m)         2138.13   (f) ADJ UNCH    1 2
 GJ0332
 GJ0332.Superseded values are not recommended for survey control.
 GJ0332
 GJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0332.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0332
 GJ0332_MARKER: B = BOLT
 GJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0332+STABILITY: SURFACE MOTION
 GJ0332
 GJ0332  HISTORY     - Date     Condition        Report By
 GJ0332  HISTORY     - UNK      MONUMENTED
 GJ0332  HISTORY     - 1934     GOOD             CGS
 GJ0332  HISTORY     - 1945     GOOD
 GJ0332
 GJ0332                          STATION DESCRIPTION
 GJ0332
 GJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0332'7.3 MI NE FROM FARGO.
 GJ0332'7.3 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 126 FEET
 GJ0332'NORTHEAST OF MILE POST 391.  115 FEET SOUTHEAST OF THE EAST
 GJ0332'END OF RAILROAD BRIDGE 390D.  69 FEET SOUTH OF THE CENTERLINE
 GJ0332'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  6 FEET NORTH OF THE
 GJ0332'RAILROAD RIGHT-OF-WAY FENCE LINE.
 GJ0332
 GJ0332                          STATION RECOVERY (1945)
 GJ0332
 GJ0332'RECOVERED 1945
 GJ0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0347 ***********************************************************************
 FJ0347  DESIGNATION -  392 A
 FJ0347  PID         -  FJ0347
 FJ0347  STATE/COUNTY-  OK/CLEVELAND
 FJ0347  COUNTRY     -  US
 FJ0347  USGS QUAD   -  MOORE (2018)
 FJ0347
 FJ0347                         *CURRENT SURVEY CONTROL
 FJ0347  ______________________________________________________________________
 FJ0347* NAD 83(1986) POSITION- 35 21 07.     (N) 097 29 04.     (W)   SCALED
 FJ0347* NAVD 88 ORTHO HEIGHT -   388.513 (meters)     1274.65  (feet) ADJUSTED
 FJ0347  ______________________________________________________________________
 FJ0347  GEOID HEIGHT    -        -26.783 (meters)                     GEOID18
 FJ0347  DYNAMIC HEIGHT  -        388.138 (meters)     1273.42  (feet) COMP
 FJ0347  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 FJ0347
 FJ0347  VERT ORDER      -  FIRST     CLASS II
 FJ0347
 FJ0347.The horizontal coordinates were scaled from a map and have
 FJ0347.an estimated accuracy of +/- 6 seconds.
 FJ0347
 FJ0347.The orthometric height was determined by differential leveling and
 FJ0347.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0347.in August 1994.
 FJ0347
 FJ0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0347.GEOID18 height accuracy estimate available here.
 FJ0347
 FJ0347.Click photographs - Photos may exist for this station.
 FJ0347
 FJ0347.The dynamic height is computed by dividing the NAVD 88
 FJ0347.geopotential number by the normal gravity value computed on the
 FJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0347.degrees latitude (g = 980.6199 gals.).
 FJ0347
 FJ0347.The modeled gravity was interpolated from observed gravity values.
 FJ0347
 FJ0347;                    North         East    Units  Estimated Accuracy
 FJ0347;SPC OK S     -   224,040.      646,860.      MT  (+/- 180 meters Scaled)
 FJ0347
 FJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE377131(NAD 83)
 FJ0347
 FJ0347                          SUPERSEDED SURVEY CONTROL
 FJ0347
 FJ0347  NAVD 88 (06/15/91)  388.584  (m)         1274.88   (f) SUPERSEDED  1 2
 FJ0347  NGVD 29 (??/??/92)  388.448  (m)         1274.43   (f) ADJ UNCH    1 2
 FJ0347
 FJ0347.Superseded values are not recommended for survey control.
 FJ0347
 FJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0347.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0347
 FJ0347_MARKER: B = BOLT
 FJ0347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0347_SP_SET: CULVERT HEADWALL
 FJ0347_MARK LOGO: NONE
 FJ0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0347+STABILITY: SURFACE MOTION
 FJ0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0347+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1994
 FJ0347
 FJ0347  HISTORY     - Date     Condition        Report By
 FJ0347  HISTORY     - UNK      MONUMENTED
 FJ0347  HISTORY     - 1934     GOOD             CGS
 FJ0347  HISTORY     - 19940120 GOOD             NGS
 FJ0347
 FJ0347                          STATION DESCRIPTION
 FJ0347
 FJ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0347'1 MI N FROM MOORE.
 FJ0347'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0347'FROM THE STATION AT MOORE, 0.2 MILE SOUTH OF MILEPOST 392,
 FJ0347'AT CONCRETE CULVERT 392 A, AND IN THE WEST CONCRETE HEADWALL.
 FJ0347'A BOLT.
 FJ0347
 FJ0347                          STATION RECOVERY (1994)
 FJ0347
 FJ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0347'IN MOORE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND NORTHEAST
 FJ0347'12 STREET, A METAL BOLT IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE
 FJ0347'NORTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 FJ0347'RAILROAD, 360.0 M (1181.1 FT) NORTH OF THE STREET CENTERLINE, 2.8 M
 FJ0347'(9.2 FT) WEST OF THE NEAR RAIL, AND 1.4 M (4.6 FT) BELOW THE LEVEL OF
 FJ0347'THE TRACKS.  NOTE--4-1918 BM IS CHISELED IN THE CONCRETE HEADWALL
 FJ0347'NEAR THE BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7909 ***********************************************************************
 DR7909  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7909  DESIGNATION -  392 BALES
 DR7909  PID         -  DR7909
 DR7909  STATE/COUNTY-  OK/TULSA
 DR7909  COUNTRY     -  US
 DR7909  USGS QUAD   -  SAPULPA NORTH (2018)
 DR7909
 DR7909                         *CURRENT SURVEY CONTROL
 DR7909  ______________________________________________________________________
 DR7909* NAD 83(2011) POSITION- 36 04 49.50966(N) 096 00 39.80450(W)   ADJUSTED
 DR7909* NAD 83(2011) ELLIP HT-   198.674 (meters)        (01/20/22)   ADJUSTED
 DR7909* NAD 83(2011) EPOCH   -  2010.00
 DR7909* NAVD 88 ORTHO HEIGHT -   227.57  (meters)      746.6   (feet) GPS OBS
 DR7909  ______________________________________________________________________
 DR7909  GEOID HEIGHT    -        -28.869 (meters)                     GEOID18
 DR7909  NAD 83(2011) X  -   -540,452.391 (meters)                     COMP
 DR7909  NAD 83(2011) Y  - -5,132,533.088 (meters)                     COMP
 DR7909  NAD 83(2011) Z  -  3,735,524.106 (meters)                     COMP
 DR7909  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DR7909
 DR7909  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7909  Standards:
 DR7909         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7909            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7909  -------------------------------------------------------------------
 DR7909  NETWORK    0.46   0.84           0.20   0.17   0.43      0.08593369
 DR7909  -------------------------------------------------------------------
 DR7909  Click here for local accuracies and other accuracy information.
 DR7909
 DR7909.The horizontal coordinates were established by GPS observations
 DR7909.and adjusted by the CITY OF TULSA in January 2022.
 DR7909
 DR7909.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7909.been affixed to the stable North American tectonic plate. See 
 DR7909.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7909
 DR7909.The horizontal coordinates are valid at the epoch date displayed above
 DR7909.which is a decimal equivalence of Year/Month/Day.
 DR7909
 DR7909.The orthometric height was determined by GPS observations and a
 DR7909.high-resolution geoid model using precise GPS observation and
 DR7909.processing techniques.
 DR7909
 DR7909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7909.GEOID18 height accuracy estimate available here.
 DR7909
 DR7909.Click photographs - Photos may exist for this station.
 DR7909
 DR7909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7909
 DR7909.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7909
 DR7909.The ellipsoidal height was determined by GPS observations
 DR7909.and is referenced to NAD 83.
 DR7909
 DR7909. The following values were computed from the NAD 83(2011) position.
 DR7909
 DR7909;                    North         East     Units Scale Factor Converg.
 DR7909;SPC OK N     -   121,710.287   779,126.101   MT  0.99994656   +1 10 25.6
 DR7909;SPC OK N     -   399,311.17  2,556,182.88   sFT  0.99994656   +1 10 25.6
 DR7909;UTM  14      - 3,997,004.814   769,150.287   MT  1.00049270   +1 45 40.7
 DR7909;UTM  15      - 3,997,066.291   228,857.849   MT  1.00050596   -1 46 27.7
 DR7909
 DR7909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7909!SPC OK N     -   0.99996882  x   0.99994656  =   0.99991538
 DR7909!UTM  14      -   0.99996882  x   1.00049270  =   1.00046150
 DR7909!UTM  15      -   0.99996882  x   1.00050596  =   1.00047476
 DR7909
 DR7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6915097004(NAD 83)
 DR7909
 DR7909                          SUPERSEDED SURVEY CONTROL
 DR7909
 DR7909.No superseded survey control is available for this station.
 DR7909
 DR7909_MARKER: DV = VERTICAL CONTROL DISK
 DR7909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7909_STAMPING: 392 BALES 2018
 DR7909_MARK LOGO: COTOK
 DR7909_PROJECTION: RECESSED 6 CENTIMETERS
 DR7909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7909+STABILITY: SURFACE MOTION
 DR7909
 DR7909  HISTORY     - Date     Condition        Report By
 DR7909  HISTORY     - 20180723 MONUMENTED       COTOK
 DR7909  HISTORY     - 20210105 GOOD             COTOK
 DR7909
 DR7909                          STATION DESCRIPTION
 DR7909
 DR7909'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7909'THE STATION IS LOCATED ABOUT 6.8 MI (11.0 KM) SOUTHEAST OF SAND
 DR7909'SPRINGS, 5.2 MI (8.3 KM) SOUTH-SOUTHWEST OF TULSA AND 4.6 MI (7.5 KM)
 DR7909'NORTH-NORTHWEST OF JENKS.
 DR7909'
 DR7909'TO REACH FROM THE INTERSECTION OF INTERSTATE 44 AND UNION AVENUE IN
 DR7909'WEST TULSA PROCEED SOUTH ON UNION AVENUE FOR 0.6 MI (1.0 KM) TO THE
 DR7909'ENTRANCE TO BALES BASEBALL PARK. TURN INTO THE PARKING LOT AND GO
 DR7909'ABOUT 165 FT (50.3 M) THE STATION IS ON THE LEFT. THE STATION IS
 DR7909'LOCATED ABOUT 37 FT (11.3 M) NORTH OF THE NORTH EDGE OF THE PARKING
 DR7909'LOT THROUGH THE WESTERN MOST OPENING IN THE SHORT 1.5 FT (0.5 M) TALL
 DR7909'PIPE RAIL FENCE.
 DR7909'
 DR7909'THE STATION IS 182 FT (55.5 M) EAST OF THE CENTERLINE OF UNION AVENUE,
 DR7909'115.8 FT (35.3 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WATER
 DR7909'METER VAULT, 108.2 FT (33.0 M) EAST-SOUTHEAST OF A SANITARY SEWER
 DR7909'MANHOLE, 83.6 FT (25.5 M) NORTHEAST OF A 8 INCH (20 CM) DIAMETER METAL
 DR7909'LIGHT POLE, 37 FT (11.3 M) NORTH OF THE NORTH EDGE OF THE PARKING LOT
 DR7909'SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT 0.3 FT
 DR7909'(9 CM) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0325 ***********************************************************************
 GJ0325  DESIGNATION -  396
 GJ0325  PID         -  GJ0325
 GJ0325  STATE/COUNTY-  OK/WOODWARD
 GJ0325  COUNTRY     -  US
 GJ0325  USGS QUAD   -  FARGO (2018)
 GJ0325
 GJ0325                         *CURRENT SURVEY CONTROL
 GJ0325  ______________________________________________________________________
 GJ0325* NAD 83(1986) POSITION- 36 23 37.     (N) 099 35 14.     (W)   SCALED
 GJ0325* NAVD 88 ORTHO HEIGHT -   647.979 (meters)     2125.91  (feet) ADJUSTED
 GJ0325  ______________________________________________________________________
 GJ0325  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0325  DYNAMIC HEIGHT  -        647.340 (meters)     2123.81  (feet) COMP
 GJ0325  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 GJ0325
 GJ0325  VERT ORDER      -  FIRST     CLASS II
 GJ0325
 GJ0325.The horizontal coordinates were scaled from a map and have
 GJ0325.an estimated accuracy of +/- 6 seconds.
 GJ0325
 GJ0325.The orthometric height was determined by differential leveling and
 GJ0325.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0325.in June 1991.
 GJ0325
 GJ0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0325.GEOID18 height accuracy estimate available here.
 GJ0325
 GJ0325.Click photographs - Photos may exist for this station.
 GJ0325
 GJ0325.The dynamic height is computed by dividing the NAVD 88
 GJ0325.geopotential number by the normal gravity value computed on the
 GJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0325.degrees latitude (g = 980.6199 gals.).
 GJ0325
 GJ0325.The modeled gravity was interpolated from observed gravity values.
 GJ0325
 GJ0325;                    North         East    Units  Estimated Accuracy
 GJ0325;SPC OK N     -   155,790.      457,620.      MT  (+/- 180 meters Scaled)
 GJ0325
 GJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF473277(NAD 83)
 GJ0325
 GJ0325                          SUPERSEDED SURVEY CONTROL
 GJ0325
 GJ0325  NGVD 29 (??/??/92)  647.704  (m)         2125.01   (f) ADJ UNCH    1 2
 GJ0325
 GJ0325.Superseded values are not recommended for survey control.
 GJ0325
 GJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0325.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0325
 GJ0325_MARKER: B = BOLT
 GJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0325+STABILITY: SURFACE MOTION
 GJ0325
 GJ0325  HISTORY     - Date     Condition        Report By
 GJ0325  HISTORY     - UNK      MONUMENTED       CGS
 GJ0325  HISTORY     - 1934     GOOD             CGS
 GJ0325
 GJ0325                          STATION DESCRIPTION
 GJ0325
 GJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0325'2.2 MI NE FROM FARGO.
 GJ0325'2.2 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 75 FEET
 GJ0325'SOUTHEAST OF MILE POST 396.  47 FEET SOUTH OF THE CENTERLINE OF
 GJ0325'ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0340 ***********************************************************************
 FJ0340  DESIGNATION -  396.2
 FJ0340  PID         -  FJ0340
 FJ0340  STATE/COUNTY-  OK/CLEVELAND
 FJ0340  COUNTRY     -  US
 FJ0340  USGS QUAD   -  MOORE (2018)
 FJ0340
 FJ0340                         *CURRENT SURVEY CONTROL
 FJ0340  ______________________________________________________________________
 FJ0340* NAD 83(1986) POSITION- 35 17 05.     (N) 097 28 52.     (W)   SCALED
 FJ0340* NAVD 88 ORTHO HEIGHT -   356.556 (meters)     1169.80  (feet) ADJUSTED
 FJ0340  ______________________________________________________________________
 FJ0340  GEOID HEIGHT    -        -26.675 (meters)                     GEOID18
 FJ0340  DYNAMIC HEIGHT  -        356.210 (meters)     1168.67  (feet) COMP
 FJ0340  MODELED GRAVITY -    979,653.7   (mgal)                       NAVD 88
 FJ0340
 FJ0340  VERT ORDER      -  SECOND    CLASS 0
 FJ0340
 FJ0340.The horizontal coordinates were scaled from a map and have
 FJ0340.an estimated accuracy of +/- 6 seconds.
 FJ0340
 FJ0340.The orthometric height was determined by differential leveling and
 FJ0340.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0340.in August 1994.
 FJ0340
 FJ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0340.GEOID18 height accuracy estimate available here.
 FJ0340
 FJ0340.Click photographs - Photos may exist for this station.
 FJ0340
 FJ0340.The dynamic height is computed by dividing the NAVD 88
 FJ0340.geopotential number by the normal gravity value computed on the
 FJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0340.degrees latitude (g = 980.6199 gals.).
 FJ0340
 FJ0340.The modeled gravity was interpolated from observed gravity values.
 FJ0340
 FJ0340;                    North         East    Units  Estimated Accuracy
 FJ0340;SPC OK S     -   216,580.      647,200.      MT  (+/- 180 meters Scaled)
 FJ0340
 FJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE381056(NAD 83)
 FJ0340
 FJ0340                          SUPERSEDED SURVEY CONTROL
 FJ0340
 FJ0340  NAVD 88 (06/15/91)  356.620  (m)         1170.01   (f) SUPERSEDED  2 0
 FJ0340  NGVD 29 (??/??/92)  356.493  (m)         1169.59   (f) ADJ UNCH    2 0
 FJ0340
 FJ0340.Superseded values are not recommended for survey control.
 FJ0340
 FJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0340.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0340
 FJ0340_MARKER: Q = CHISELED SQUARE
 FJ0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0340_SP_SET: CONCRETE BASE
 FJ0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0340
 FJ0340  HISTORY     - Date     Condition        Report By
 FJ0340  HISTORY     - UNK      MONUMENTED
 FJ0340  HISTORY     - 1934     GOOD             CGS
 FJ0340
 FJ0340                          STATION DESCRIPTION
 FJ0340
 FJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0340'3.6 MI S FROM MOORE.
 FJ0340'3.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0340'FROM THE STATION AT MOORE, 0.2 MILE NORTH OF MILEPOST 397, AT
 FJ0340'SIGNAL TOWER 396.2, AND ON THE CONCRETE BASE.  A 2-INCH CHISELED
 FJ0340'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0323 ***********************************************************************
 GJ0323  DESIGNATION -  397
 GJ0323  PID         -  GJ0323
 GJ0323  STATE/COUNTY-  OK/ELLIS
 GJ0323  COUNTRY     -  US
 GJ0323  USGS QUAD   -  FARGO (2018)
 GJ0323
 GJ0323                         *CURRENT SURVEY CONTROL
 GJ0323  ______________________________________________________________________
 GJ0323* NAD 83(1986) POSITION- 36 22 50.     (N) 099 37 02.     (W)   SCALED
 GJ0323* NAVD 88 ORTHO HEIGHT -   639.108 (meters)     2096.81  (feet) ADJUSTED
 GJ0323  ______________________________________________________________________
 GJ0323  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0323  DYNAMIC HEIGHT  -        638.477 (meters)     2094.74  (feet) COMP
 GJ0323  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 GJ0323
 GJ0323  VERT ORDER      -  FIRST     CLASS II
 GJ0323
 GJ0323.The horizontal coordinates were scaled from a map and have
 GJ0323.an estimated accuracy of +/- 6 seconds.
 GJ0323
 GJ0323.The orthometric height was determined by differential leveling and
 GJ0323.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0323.in June 1991.
 GJ0323
 GJ0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0323.GEOID18 height accuracy estimate available here.
 GJ0323
 GJ0323.Click photographs - Photos may exist for this station.
 GJ0323
 GJ0323.The dynamic height is computed by dividing the NAVD 88
 GJ0323.geopotential number by the normal gravity value computed on the
 GJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0323.degrees latitude (g = 980.6199 gals.).
 GJ0323
 GJ0323.The modeled gravity was interpolated from observed gravity values.
 GJ0323
 GJ0323;                    North         East    Units  Estimated Accuracy
 GJ0323;SPC OK N     -   154,390.      454,900.      MT  (+/- 180 meters Scaled)
 GJ0323
 GJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF446263(NAD 83)
 GJ0323
 GJ0323                          SUPERSEDED SURVEY CONTROL
 GJ0323
 GJ0323  NGVD 29 (??/??/92)  638.833  (m)         2095.90   (f) ADJ UNCH    1 2
 GJ0323
 GJ0323.Superseded values are not recommended for survey control.
 GJ0323
 GJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0323.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0323
 GJ0323_MARKER: B = BOLT
 GJ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0323+STABILITY: SURFACE MOTION
 GJ0323
 GJ0323  HISTORY     - Date     Condition        Report By
 GJ0323  HISTORY     - UNK      MONUMENTED
 GJ0323  HISTORY     - 1934     GOOD             CGS
 GJ0323
 GJ0323                          STATION DESCRIPTION
 GJ0323
 GJ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0323'0.3 MI NE FROM FARGO.
 GJ0323'0.3 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 100 FEET
 GJ0323'SOUTHEAST OF RAILROAD BRIDGE 397A.  97 FEET SOUTH OF CENTERLINE OF
 GJ0323'ATCHISON TOPEKA AND SANTA FE RAILROAD.  85 FEET SOUTH OF WHISTLE
 GJ0323'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0018 ***********************************************************************
 DN0018  DESIGNATION -  40
 DN0018  PID         -  DN0018
 DN0018  STATE/COUNTY-  OK/BRYAN
 DN0018  COUNTRY     -  US
 DN0018  USGS QUAD   -  ACHILLE (2018)
 DN0018
 DN0018                         *CURRENT SURVEY CONTROL
 DN0018  ______________________________________________________________________
 DN0018* NAD 83(1986) POSITION- 33 51 36.     (N) 096 29 35.     (W)   SCALED
 DN0018* NAVD 88 ORTHO HEIGHT -   199.179 (meters)      653.47  (feet) POSTED
 DN0018  ______________________________________________________________________
 DN0018  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 DN0018  DYNAMIC HEIGHT  -        198.97  (meters)      652.8   (feet) COMP
 DN0018  MODELED GRAVITY -    979,572.9   (mgal)                       NAVD 88
 DN0018
 DN0018  VERT ORDER      -  * POSTED, SEE BELOW
 DN0018
 DN0018.The horizontal coordinates were scaled from a map and have
 DN0018.an estimated accuracy of +/- 6 seconds.
 DN0018
 DN0018.The orthometric height was determined by differential leveling
 DN0018.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0018
 DN0018.* This is a POSTED BENCH MARK height.
 DN0018
 DN0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0018.GEOID18 height accuracy estimate available here.
 DN0018
 DN0018.Click photographs - Photos may exist for this station.
 DN0018
 DN0018.The dynamic height is computed by dividing the NAVD 88
 DN0018.geopotential number by the normal gravity value computed on the
 DN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0018.degrees latitude (g = 980.6199 gals.).
 DN0018
 DN0018.The modeled gravity was interpolated from observed gravity values.
 DN0018
 DN0018;                    North         East    Units  Estimated Accuracy
 DN0018;SPC OK S     -    59,460.      739,440.      MT  (+/- 180 meters Scaled)
 DN0018
 DN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC319494(NAD 83)
 DN0018
 DN0018                          SUPERSEDED SURVEY CONTROL
 DN0018
 DN0018  NGVD 29 (??/??/92)  199.138  (m)          653.34   (f) ADJ UNCH    1 2
 DN0018
 DN0018.Superseded values are not recommended for survey control.
 DN0018
 DN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0018.See file dsdata.pdf to determine how the superseded data were derived.
 DN0018
 DN0018_MARKER: B = BOLT
 DN0018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0018_SP_SET: CULVERT HEADWALL
 DN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0018+STABILITY: SURFACE MOTION
 DN0018
 DN0018  HISTORY     - Date     Condition        Report By
 DN0018  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0018  HISTORY     - 1933     GOOD             CGS
 DN0018  HISTORY     - 1934     GOOD             CGS
 DN0018  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0018
 DN0018                          STATION DESCRIPTION
 DN0018
 DN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0018'0.6 MI N FROM COLBERT.
 DN0018'0.60 MILE NORTH OF COLBERT ON THE M-K-T RAILROAD, BOLT SET IN SOUTH
 DN0018'END OF WEST HEADWALL OF CONCRETE CULVERT, ABOUT 2800 FEET (16
 DN0018'TELEGRAPH POLES) NORTH OF MILE POLE 653.
 DN0018
 DN0018                          STATION RECOVERY (1934)
 DN0018
 DN0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0018'RECOVERED IN GOOD CONDITION.
 DN0018
 DN0018                          STATION RECOVERY (1986)
 DN0018
 DN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0317 ***********************************************************************
 GJ0317  DESIGNATION -  402
 GJ0317  PID         -  GJ0317
 GJ0317  STATE/COUNTY-  OK/ELLIS
 GJ0317  COUNTRY     -  US
 GJ0317  USGS QUAD   -  FARGO SW (2018)
 GJ0317
 GJ0317                         *CURRENT SURVEY CONTROL
 GJ0317  ______________________________________________________________________
 GJ0317* NAD 83(1986) POSITION- 36 21 09.     (N) 099 40 48.     (W)   SCALED
 GJ0317* NAVD 88 ORTHO HEIGHT -   644.717 (meters)     2115.21  (feet) ADJUSTED
 GJ0317  ______________________________________________________________________
 GJ0317  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0317  DYNAMIC HEIGHT  -        644.078 (meters)     2113.11  (feet) COMP
 GJ0317  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 GJ0317
 GJ0317  VERT ORDER      -  FIRST     CLASS II
 GJ0317
 GJ0317.The horizontal coordinates were scaled from a map and have
 GJ0317.an estimated accuracy of +/- 6 seconds.
 GJ0317
 GJ0317.The orthometric height was determined by differential leveling and
 GJ0317.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0317.in June 1991.
 GJ0317
 GJ0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0317.GEOID18 height accuracy estimate available here.
 GJ0317
 GJ0317.Click photographs - Photos may exist for this station.
 GJ0317
 GJ0317.The dynamic height is computed by dividing the NAVD 88
 GJ0317.geopotential number by the normal gravity value computed on the
 GJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0317.degrees latitude (g = 980.6199 gals.).
 GJ0317
 GJ0317.The modeled gravity was interpolated from observed gravity values.
 GJ0317
 GJ0317;                    North         East    Units  Estimated Accuracy
 GJ0317;SPC OK N     -   151,370.      449,220.      MT  (+/- 180 meters Scaled)
 GJ0317
 GJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF389232(NAD 83)
 GJ0317
 GJ0317                          SUPERSEDED SURVEY CONTROL
 GJ0317
 GJ0317  NGVD 29 (??/??/92)  644.438  (m)         2114.29   (f) ADJ UNCH    1 2
 GJ0317
 GJ0317.Superseded values are not recommended for survey control.
 GJ0317
 GJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0317.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0317
 GJ0317_MARKER: B = BOLT
 GJ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0317+STABILITY: SURFACE MOTION
 GJ0317
 GJ0317  HISTORY     - Date     Condition        Report By
 GJ0317  HISTORY     - UNK      MONUMENTED
 GJ0317  HISTORY     - 1934     GOOD             CGS
 GJ0317
 GJ0317                          STATION DESCRIPTION
 GJ0317
 GJ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0317'3.6 MI SW FROM FARGO.
 GJ0317'3.6 MILES SOUTHWEST OF AT AND SF DEPOT, AT FARGO 534 FEET EAST OF
 GJ0317'POST 402.  47 FEET SOUTH OF THE CENTERLINE OF ATCHISON TOPEKA AND
 GJ0317'SANTA FE RAILROAD.  3 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY
 GJ0317'FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0313 ***********************************************************************
 GJ0313  DESIGNATION -  406
 GJ0313  PID         -  GJ0313
 GJ0313  STATE/COUNTY-  OK/ELLIS
 GJ0313  COUNTRY     -  US
 GJ0313  USGS QUAD   -  FARGO SW (2018)
 GJ0313
 GJ0313                         *CURRENT SURVEY CONTROL
 GJ0313  ______________________________________________________________________
 GJ0313* NAD 83(1986) POSITION- 36 19 24.     (N) 099 44 50.     (W)   SCALED
 GJ0313* NAVD 88 ORTHO HEIGHT -   650.640 (meters)     2134.64  (feet) ADJUSTED
 GJ0313  ______________________________________________________________________
 GJ0313  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0313  DYNAMIC HEIGHT  -        649.989 (meters)     2132.51  (feet) COMP
 GJ0313  MODELED GRAVITY -    979,611.8   (mgal)                       NAVD 88
 GJ0313
 GJ0313  VERT ORDER      -  FIRST     CLASS II
 GJ0313
 GJ0313.The horizontal coordinates were scaled from a map and have
 GJ0313.an estimated accuracy of +/- 6 seconds.
 GJ0313
 GJ0313.The orthometric height was determined by differential leveling and
 GJ0313.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0313.in June 1991.
 GJ0313
 GJ0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0313.GEOID18 height accuracy estimate available here.
 GJ0313
 GJ0313.Click photographs - Photos may exist for this station.
 GJ0313
 GJ0313.The dynamic height is computed by dividing the NAVD 88
 GJ0313.geopotential number by the normal gravity value computed on the
 GJ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0313.degrees latitude (g = 980.6199 gals.).
 GJ0313
 GJ0313.The modeled gravity was interpolated from observed gravity values.
 GJ0313
 GJ0313;                    North         East    Units  Estimated Accuracy
 GJ0313;SPC OK N     -   148,240.      443,130.      MT  (+/- 180 meters Scaled)
 GJ0313
 GJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF329200(NAD 83)
 GJ0313
 GJ0313                          SUPERSEDED SURVEY CONTROL
 GJ0313
 GJ0313  NGVD 29 (??/??/92)  650.354  (m)         2133.70   (f) ADJ UNCH    1 2
 GJ0313
 GJ0313.Superseded values are not recommended for survey control.
 GJ0313
 GJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0313.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0313
 GJ0313_MARKER: B = BOLT
 GJ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0313+STABILITY: SURFACE MOTION
 GJ0313
 GJ0313  HISTORY     - Date     Condition        Report By
 GJ0313  HISTORY     - UNK      MONUMENTED
 GJ0313  HISTORY     - 1934     GOOD             CGS
 GJ0313
 GJ0313                          STATION DESCRIPTION
 GJ0313
 GJ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0313'0.6 MI NE FROM GAGE.
 GJ0313'0.6 MILES NORTHEAST OF FIRST NATIONAL BANK, AT GAGE 390 FEET WEST
 GJ0313'OF MILE POST 406.  45 FEET SOUTH OF THE CENTERLINE OF ATCHISON
 GJ0313'TOPEKA AND SANTA FE RAILROAD.  5 FEET NORTH OF THE RAILROAD
 GJ0313'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0300 ***********************************************************************
 GJ0300  DESIGNATION -  408 S
 GJ0300  PID         -  GJ0300
 GJ0300  STATE/COUNTY-  OK/ELLIS
 GJ0300  COUNTRY     -  US
 GJ0300  USGS QUAD   -  GAGE (2018)
 GJ0300
 GJ0300                         *CURRENT SURVEY CONTROL
 GJ0300  ______________________________________________________________________
 GJ0300* NAD 83(1986) POSITION- 36 18 38.     (N) 099 46 35.     (W)   SCALED
 GJ0300* NAVD 88 ORTHO HEIGHT -   657.608 (meters)     2157.50  (feet) ADJUSTED
 GJ0300  ______________________________________________________________________
 GJ0300  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0300  DYNAMIC HEIGHT  -        656.948 (meters)     2155.34  (feet) COMP
 GJ0300  MODELED GRAVITY -    979,608.3   (mgal)                       NAVD 88
 GJ0300
 GJ0300  VERT ORDER      -  FIRST     CLASS II
 GJ0300
 GJ0300.The horizontal coordinates were scaled from a map and have
 GJ0300.an estimated accuracy of +/- 6 seconds.
 GJ0300
 GJ0300.The orthometric height was determined by differential leveling and
 GJ0300.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0300.in June 1991.
 GJ0300
 GJ0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0300.GEOID18 height accuracy estimate available here.
 GJ0300
 GJ0300.Click photographs - Photos may exist for this station.
 GJ0300
 GJ0300.The dynamic height is computed by dividing the NAVD 88
 GJ0300.geopotential number by the normal gravity value computed on the
 GJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0300.degrees latitude (g = 980.6199 gals.).
 GJ0300
 GJ0300.The modeled gravity was interpolated from observed gravity values.
 GJ0300
 GJ0300;                    North         East    Units  Estimated Accuracy
 GJ0300;SPC OK N     -   146,870.      440,480.      MT  (+/- 180 meters Scaled)
 GJ0300
 GJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF303186(NAD 83)
 GJ0300
 GJ0300                          SUPERSEDED SURVEY CONTROL
 GJ0300
 GJ0300  NGVD 29 (??/??/92)  657.319  (m)         2156.55   (f) ADJ UNCH    1 2
 GJ0300
 GJ0300.Superseded values are not recommended for survey control.
 GJ0300
 GJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0300.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0300
 GJ0300_MARKER: B = BOLT
 GJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0300+STABILITY: SURFACE MOTION
 GJ0300
 GJ0300  HISTORY     - Date     Condition        Report By
 GJ0300  HISTORY     - UNK      MONUMENTED
 GJ0300  HISTORY     - 1934     GOOD             CGS
 GJ0300
 GJ0300                          STATION DESCRIPTION
 GJ0300
 GJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0300'1.3 MI SW FROM GAGE.
 GJ0300'1.3 MILES SOUTHWEST OF FIRST NATIONAL BANK, AT GAGE 95 FEET
 GJ0300'SOUTH OF MILE POST 408.  45 FEET SOUTH OF THE CENTERLINE OF THE
 GJ0300'ATCHISON TOPEKA AND SANTA FE RAILROAD.  5 FEET NORTH OF RAILROAD
 GJ0300'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0019 ***********************************************************************
 DN0019  DESIGNATION -  41
 DN0019  PID         -  DN0019
 DN0019  STATE/COUNTY-  OK/BRYAN
 DN0019  COUNTRY     -  US
 DN0019  USGS QUAD   -  ACHILLE (2018)
 DN0019
 DN0019                         *CURRENT SURVEY CONTROL
 DN0019  ______________________________________________________________________
 DN0019* NAD 83(1986) POSITION- 33 51 53.     (N) 096 29 20.     (W)   SCALED
 DN0019* NAVD 88 ORTHO HEIGHT -   194.580 (meters)      638.38  (feet) POSTED
 DN0019  ______________________________________________________________________
 DN0019  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 DN0019  DYNAMIC HEIGHT  -        194.37  (meters)      637.7   (feet) COMP
 DN0019  MODELED GRAVITY -    979,572.9   (mgal)                       NAVD 88
 DN0019
 DN0019  VERT ORDER      -  * POSTED, SEE BELOW
 DN0019
 DN0019.The horizontal coordinates were scaled from a map and have
 DN0019.an estimated accuracy of +/- 6 seconds.
 DN0019
 DN0019.The orthometric height was determined by differential leveling
 DN0019.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0019
 DN0019.* This is a POSTED BENCH MARK height.
 DN0019
 DN0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0019.GEOID18 height accuracy estimate available here.
 DN0019
 DN0019.Click photographs - Photos may exist for this station.
 DN0019
 DN0019.The dynamic height is computed by dividing the NAVD 88
 DN0019.geopotential number by the normal gravity value computed on the
 DN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0019.degrees latitude (g = 980.6199 gals.).
 DN0019
 DN0019.The modeled gravity was interpolated from observed gravity values.
 DN0019
 DN0019;                    North         East    Units  Estimated Accuracy
 DN0019;SPC OK S     -    59,990.      739,820.      MT  (+/- 180 meters Scaled)
 DN0019
 DN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC322499(NAD 83)
 DN0019
 DN0019                          SUPERSEDED SURVEY CONTROL
 DN0019
 DN0019  NGVD 29 (??/??/92)  194.537  (m)          638.24   (f) ADJ UNCH    1 2
 DN0019
 DN0019.Superseded values are not recommended for survey control.
 DN0019
 DN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0019.See file dsdata.pdf to determine how the superseded data were derived.
 DN0019
 DN0019_MARKER: B = BOLT
 DN0019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0019_SP_SET: CULVERT HEADWALL
 DN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0019+STABILITY: SURFACE MOTION
 DN0019
 DN0019  HISTORY     - Date     Condition        Report By
 DN0019  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0019  HISTORY     - 1933     GOOD             CGS
 DN0019  HISTORY     - 1934     GOOD             CGS
 DN0019  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0019
 DN0019                          STATION DESCRIPTION
 DN0019
 DN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0019'1.0 MI N FROM COLBERT.
 DN0019'1.0 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, BOLT SET IN SOUTH
 DN0019'END OF WEST HEADWALL OF CONCRETE CULVERT, ABOUT 1250 FEET (7 TELEGRAPH
 DN0019'POLES) SOUTH OF MILE POLE 652.
 DN0019
 DN0019                          STATION RECOVERY (1934)
 DN0019
 DN0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0019'RECOVERED IN GOOD CONDITION.
 DN0019
 DN0019                          STATION RECOVERY (1986)
 DN0019
 DN0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0297 ***********************************************************************
 GJ0297  DESIGNATION -  410
 GJ0297  PID         -  GJ0297
 GJ0297  STATE/COUNTY-  OK/ELLIS
 GJ0297  COUNTRY     -  US
 GJ0297  USGS QUAD   -  GAGE (2018)
 GJ0297
 GJ0297                         *CURRENT SURVEY CONTROL
 GJ0297  ______________________________________________________________________
 GJ0297* NAD 83(1986) POSITION- 36 17 47.     (N) 099 49 03.     (W)   SCALED
 GJ0297* NAVD 88 ORTHO HEIGHT -   661.762 (meters)     2171.13  (feet) ADJUSTED
 GJ0297  ______________________________________________________________________
 GJ0297  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0297  DYNAMIC HEIGHT  -        661.095 (meters)     2168.94  (feet) COMP
 GJ0297  MODELED GRAVITY -    979,604.8   (mgal)                       NAVD 88
 GJ0297
 GJ0297  VERT ORDER      -  FIRST     CLASS II
 GJ0297
 GJ0297.The horizontal coordinates were scaled from a map and have
 GJ0297.an estimated accuracy of +/- 6 seconds.
 GJ0297
 GJ0297.The orthometric height was determined by differential leveling and
 GJ0297.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0297.in June 1991.
 GJ0297
 GJ0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0297.GEOID18 height accuracy estimate available here.
 GJ0297
 GJ0297.Click photographs - Photos may exist for this station.
 GJ0297
 GJ0297.The dynamic height is computed by dividing the NAVD 88
 GJ0297.geopotential number by the normal gravity value computed on the
 GJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0297.degrees latitude (g = 980.6199 gals.).
 GJ0297
 GJ0297.The modeled gravity was interpolated from observed gravity values.
 GJ0297
 GJ0297;                    North         East    Units  Estimated Accuracy
 GJ0297;SPC OK N     -   145,370.      436,760.      MT  (+/- 180 meters Scaled)
 GJ0297
 GJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF265171(NAD 83)
 GJ0297
 GJ0297                          SUPERSEDED SURVEY CONTROL
 GJ0297
 GJ0297  NGVD 29 (??/??/92)  661.468  (m)         2170.17   (f) ADJ UNCH    1 2
 GJ0297
 GJ0297.Superseded values are not recommended for survey control.
 GJ0297
 GJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0297.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0297
 GJ0297_MARKER: B = BOLT
 GJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0297+STABILITY: SURFACE MOTION
 GJ0297
 GJ0297  HISTORY     - Date     Condition        Report By
 GJ0297  HISTORY     - UNK      MONUMENTED
 GJ0297  HISTORY     - 1934     GOOD             CGS
 GJ0297  HISTORY     - 1947     MARK NOT FOUND
 GJ0297
 GJ0297                          STATION DESCRIPTION
 GJ0297
 GJ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0297'3.9 MI NE FROM SHATTUCK.
 GJ0297'3.9 MILES NORTHEAST OF THE RAILROAD PARK, AT SHATTUCK 1516
 GJ0297'FEET WEST OF MILE POST 410.  41 FEET SOUTH OF THE CENTERLINE
 GJ0297'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  9 FEET NORTH OF
 GJ0297'THE RAILROAD RIGHT-OF-WAY FENCE LINE.
 GJ0297
 GJ0297                          STATION RECOVERY (1947)
 GJ0297
 GJ0297'RECOVERED 1947
 GJ0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0295 ***********************************************************************
 GJ0295  DESIGNATION -  413
 GJ0295  PID         -  GJ0295
 GJ0295  STATE/COUNTY-  OK/ELLIS
 GJ0295  COUNTRY     -  US
 GJ0295  USGS QUAD   -  GAGE (2018)
 GJ0295
 GJ0295                         *CURRENT SURVEY CONTROL
 GJ0295  ______________________________________________________________________
 GJ0295* NAD 83(1986) POSITION- 36 17 07.     (N) 099 51 40.     (W)   SCALED
 GJ0295* NAVD 88 ORTHO HEIGHT -   670.364 (meters)     2199.35  (feet) ADJUSTED
 GJ0295  ______________________________________________________________________
 GJ0295  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 GJ0295  DYNAMIC HEIGHT  -        669.687 (meters)     2197.13  (feet) COMP
 GJ0295  MODELED GRAVITY -    979,602.2   (mgal)                       NAVD 88
 GJ0295
 GJ0295  VERT ORDER      -  FIRST     CLASS II
 GJ0295
 GJ0295.The horizontal coordinates were scaled from a map and have
 GJ0295.an estimated accuracy of +/- 6 seconds.
 GJ0295
 GJ0295.The orthometric height was determined by differential leveling and
 GJ0295.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0295.in June 1991.
 GJ0295
 GJ0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0295.GEOID18 height accuracy estimate available here.
 GJ0295
 GJ0295.Click photographs - Photos may exist for this station.
 GJ0295
 GJ0295.The dynamic height is computed by dividing the NAVD 88
 GJ0295.geopotential number by the normal gravity value computed on the
 GJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0295.degrees latitude (g = 980.6199 gals.).
 GJ0295
 GJ0295.The modeled gravity was interpolated from observed gravity values.
 GJ0295
 GJ0295;                    North         East    Units  Estimated Accuracy
 GJ0295;SPC OK N     -   144,210.      432,820.      MT  (+/- 180 meters Scaled)
 GJ0295
 GJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF226159(NAD 83)
 GJ0295
 GJ0295                          SUPERSEDED SURVEY CONTROL
 GJ0295
 GJ0295  NGVD 29 (??/??/92)  670.067  (m)         2198.38   (f) ADJ UNCH    1 2
 GJ0295
 GJ0295.Superseded values are not recommended for survey control.
 GJ0295
 GJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0295.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0295
 GJ0295_MARKER: B = BOLT
 GJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0295+STABILITY: SURFACE MOTION
 GJ0295
 GJ0295  HISTORY     - Date     Condition        Report By
 GJ0295  HISTORY     - UNK      MONUMENTED
 GJ0295  HISTORY     - 1934     GOOD             CGS
 GJ0295
 GJ0295                          STATION DESCRIPTION
 GJ0295
 GJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0295'1.3 MI NE FROM SHATTUCK.
 GJ0295'1.3 MILES NORTHEAST OF RAILROAD PARK, AT SHATTUCK 26 FEET
 GJ0295'WEST OF MILE POST 413.  58 FEET SOUTH OF THE CENTERLINE OF
 GJ0295'THE ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0323 ***********************************************************************
 FJ0323  DESIGNATION -  414 A
 FJ0323  PID         -  FJ0323
 FJ0323  STATE/COUNTY-  OK/MCCLAIN
 FJ0323  COUNTRY     -  US
 FJ0323  USGS QUAD   -  PURCELL (2018)
 FJ0323
 FJ0323                         *CURRENT SURVEY CONTROL
 FJ0323  ______________________________________________________________________
 FJ0323* NAD 83(1986) POSITION- 35 03 21.     (N) 097 21 58.     (W)   SCALED
 FJ0323* NAVD 88 ORTHO HEIGHT -   321.136 (meters)     1053.59  (feet) ADJUSTED
 FJ0323  ______________________________________________________________________
 FJ0323  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 FJ0323  DYNAMIC HEIGHT  -        320.825 (meters)     1052.57  (feet) COMP
 FJ0323  MODELED GRAVITY -    979,657.0   (mgal)                       NAVD 88
 FJ0323
 FJ0323  VERT ORDER      -  SECOND    CLASS 0
 FJ0323
 FJ0323.The horizontal coordinates were scaled from a map and have
 FJ0323.an estimated accuracy of +/- 6 seconds.
 FJ0323
 FJ0323.The orthometric height was determined by differential leveling and
 FJ0323.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0323.in August 1994.
 FJ0323
 FJ0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0323.GEOID18 height accuracy estimate available here.
 FJ0323
 FJ0323.Click photographs - Photos may exist for this station.
 FJ0323
 FJ0323.The dynamic height is computed by dividing the NAVD 88
 FJ0323.geopotential number by the normal gravity value computed on the
 FJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0323.degrees latitude (g = 980.6199 gals.).
 FJ0323
 FJ0323.The modeled gravity was interpolated from observed gravity values.
 FJ0323
 FJ0323;                    North         East    Units  Estimated Accuracy
 FJ0323;SPC OK S     -   191,250.      657,830.      MT  (+/- 180 meters Scaled)
 FJ0323
 FJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD490804(NAD 83)
 FJ0323
 FJ0323                          SUPERSEDED SURVEY CONTROL
 FJ0323
 FJ0323  NAVD 88 (06/15/91)  321.146  (m)         1053.63   (f) SUPERSEDED  2 0
 FJ0323  NGVD 29 (??/??/92)  321.042  (m)         1053.29   (f) ADJ UNCH    2 0
 FJ0323
 FJ0323.Superseded values are not recommended for survey control.
 FJ0323
 FJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0323.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0323
 FJ0323_MARKER: B = BOLT
 FJ0323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0323_SP_SET: CULVERT HEADWALL
 FJ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0323+STABILITY: SURFACE MOTION
 FJ0323
 FJ0323  HISTORY     - Date     Condition        Report By
 FJ0323  HISTORY     - UNK      MONUMENTED
 FJ0323  HISTORY     - 1934     GOOD             CGS
 FJ0323
 FJ0323                          STATION DESCRIPTION
 FJ0323
 FJ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0323'3.1 MI N FROM PURCELL.
 FJ0323'3.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0323'FROM THE STATION AT PURCELL, 0.2 MILE SOUTH OF MILEPOST 414,
 FJ0323'AT CULVERT 414 A, IN THE WEST CONCRETE HEADWALL, 1 FOOT SOUTH OF
 FJ0323'THE NORTH END, AND 10 FEET WEST OF THE CENTERLINE OF THE
 FJ0323'TRACK.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0322 ***********************************************************************
 FJ0322  DESIGNATION -  415 B
 FJ0322  PID         -  FJ0322
 FJ0322  STATE/COUNTY-  OK/MCCLAIN
 FJ0322  COUNTRY     -  US
 FJ0322  USGS QUAD   -  PURCELL (2018)
 FJ0322
 FJ0322                         *CURRENT SURVEY CONTROL
 FJ0322  ______________________________________________________________________
 FJ0322* NAD 83(1986) POSITION- 35 02 14.     (N) 097 21 35.     (W)   SCALED
 FJ0322* NAVD 88 ORTHO HEIGHT -   319.719 (meters)     1048.94  (feet) ADJUSTED
 FJ0322  ______________________________________________________________________
 FJ0322  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 FJ0322  DYNAMIC HEIGHT  -        319.409 (meters)     1047.93  (feet) COMP
 FJ0322  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 FJ0322
 FJ0322  VERT ORDER      -  SECOND    CLASS 0
 FJ0322
 FJ0322.The horizontal coordinates were scaled from a map and have
 FJ0322.an estimated accuracy of +/- 6 seconds.
 FJ0322
 FJ0322.The orthometric height was determined by differential leveling and
 FJ0322.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0322.in August 1994.
 FJ0322
 FJ0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0322.GEOID18 height accuracy estimate available here.
 FJ0322
 FJ0322.Click photographs - Photos may exist for this station.
 FJ0322
 FJ0322.The dynamic height is computed by dividing the NAVD 88
 FJ0322.geopotential number by the normal gravity value computed on the
 FJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0322.degrees latitude (g = 980.6199 gals.).
 FJ0322
 FJ0322.The modeled gravity was interpolated from observed gravity values.
 FJ0322
 FJ0322;                    North         East    Units  Estimated Accuracy
 FJ0322;SPC OK S     -   189,190.      658,420.      MT  (+/- 180 meters Scaled)
 FJ0322
 FJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD496784(NAD 83)
 FJ0322
 FJ0322                          SUPERSEDED SURVEY CONTROL
 FJ0322
 FJ0322  NAVD 88 (06/15/91)  319.725  (m)         1048.96   (f) SUPERSEDED  2 0
 FJ0322  NGVD 29 (??/??/92)  319.623  (m)         1048.63   (f) ADJ UNCH    2 0
 FJ0322
 FJ0322.Superseded values are not recommended for survey control.
 FJ0322
 FJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0322.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0322
 FJ0322_MARKER: B = BOLT
 FJ0322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0322_SP_SET: CULVERT HEADWALL
 FJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0322+STABILITY: SURFACE MOTION
 FJ0322
 FJ0322  HISTORY     - Date     Condition        Report By
 FJ0322  HISTORY     - UNK      MONUMENTED
 FJ0322  HISTORY     - 1934     GOOD             CGS
 FJ0322
 FJ0322                          STATION DESCRIPTION
 FJ0322
 FJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0322'1.8 MI N FROM PURCELL.
 FJ0322'1.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0322'FROM THE STATION AT PURCELL, 0.4 MILE SOUTH OF MILEPOST 415, AT
 FJ0322'CULVERT 415 B, IN THE NORTH END OF THE WEST CONCRETE HEADWALL,
 FJ0322'AND 10 FEET WEST OF THE CENTERLINE OF THE TRACK.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0320 ***********************************************************************
 FJ0320  DESIGNATION -  415 E
 FJ0320  PID         -  FJ0320
 FJ0320  STATE/COUNTY-  OK/MCCLAIN
 FJ0320  COUNTRY     -  US
 FJ0320  USGS QUAD   -  PURCELL (2018)
 FJ0320
 FJ0320                         *CURRENT SURVEY CONTROL
 FJ0320  ______________________________________________________________________
 FJ0320* NAD 83(1986) POSITION- 35 01 53.     (N) 097 21 31.     (W)   SCALED
 FJ0320* NAVD 88 ORTHO HEIGHT -   319.68  (+/-2cm)     1048.8   (feet) VERTCON3
 FJ0320  ______________________________________________________________________
 FJ0320  GEOID HEIGHT    -        -26.170 (meters)                     GEOID18
 FJ0320  VERT ORDER      -  ? (See Below)
 FJ0320
 FJ0320.The horizontal coordinates were scaled from a map and have
 FJ0320.an estimated accuracy of +/- 6 seconds.
 FJ0320
 FJ0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0320
 FJ0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0320.GEOID18 height accuracy estimate available here.
 FJ0320
 FJ0320.The vertical order pertains to the NGVD 29 superseded value.
 FJ0320
 FJ0320.Click photographs - Photos may exist for this station.
 FJ0320
 FJ0320;                    North         East    Units  Estimated Accuracy
 FJ0320;SPC OK S     -   188,540.      658,530.      MT  (+/- 180 meters Scaled)
 FJ0320
 FJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD497777(NAD 83)
 FJ0320
 FJ0320                          SUPERSEDED SURVEY CONTROL
 FJ0320
 FJ0320  NGVD 29 (??/??/92)  319.588  (m)         1048.52   (f) ADJ UNCH       
 FJ0320
 FJ0320.Superseded values are not recommended for survey control.
 FJ0320
 FJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0320.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0320
 FJ0320_MARKER: B = BOLT
 FJ0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0320_SP_SET: CULVERT HEADWALL
 FJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0320+STABILITY: SURFACE MOTION
 FJ0320
 FJ0320  HISTORY     - Date     Condition        Report By
 FJ0320  HISTORY     - UNK      MONUMENTED
 FJ0320  HISTORY     - 1934     GOOD             CGS
 FJ0320
 FJ0320                          STATION DESCRIPTION
 FJ0320
 FJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0320'1.3 MI N FROM PURCELL.
 FJ0320'1.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0320'FROM THE STATION AT PURCELL, 200 FEET NORTH OF MILEPOST 416,
 FJ0320'AT CULVERT 415 E, IN THE EAST CONCRETE HEADWALL, AND 10 FEET
 FJ0320'EAST OF THE CENTERLINE OF THE TRACK.  A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0319 ***********************************************************************
 FJ0319  DESIGNATION -  416.2
 FJ0319  PID         -  FJ0319
 FJ0319  STATE/COUNTY-  OK/MCCLAIN
 FJ0319  COUNTRY     -  US
 FJ0319  USGS QUAD   -  PURCELL (2018)
 FJ0319
 FJ0319                         *CURRENT SURVEY CONTROL
 FJ0319  ______________________________________________________________________
 FJ0319* NAD 83(1986) POSITION- 35 01 23.     (N) 097 21 20.     (W)   SCALED
 FJ0319* NAVD 88 ORTHO HEIGHT -   316.191 (meters)     1037.37  (feet) ADJUSTED
 FJ0319  ______________________________________________________________________
 FJ0319  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 FJ0319  DYNAMIC HEIGHT  -        315.885 (meters)     1036.37  (feet) COMP
 FJ0319  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 FJ0319
 FJ0319  VERT ORDER      -  SECOND    CLASS 0
 FJ0319
 FJ0319.The horizontal coordinates were scaled from a map and have
 FJ0319.an estimated accuracy of +/- 6 seconds.
 FJ0319
 FJ0319.The orthometric height was determined by differential leveling and
 FJ0319.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0319.in August 1994.
 FJ0319
 FJ0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0319.GEOID18 height accuracy estimate available here.
 FJ0319
 FJ0319.Click photographs - Photos may exist for this station.
 FJ0319
 FJ0319.The dynamic height is computed by dividing the NAVD 88
 FJ0319.geopotential number by the normal gravity value computed on the
 FJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0319.degrees latitude (g = 980.6199 gals.).
 FJ0319
 FJ0319.The modeled gravity was interpolated from observed gravity values.
 FJ0319
 FJ0319;                    North         East    Units  Estimated Accuracy
 FJ0319;SPC OK S     -   187,620.      658,810.      MT  (+/- 180 meters Scaled)
 FJ0319
 FJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD500768(NAD 83)
 FJ0319
 FJ0319                          SUPERSEDED SURVEY CONTROL
 FJ0319
 FJ0319  NAVD 88 (06/15/91)  316.194  (m)         1037.38   (f) SUPERSEDED  2 0
 FJ0319  NGVD 29 (??/??/92)  316.093  (m)         1037.05   (f) ADJ UNCH    2 0
 FJ0319
 FJ0319.Superseded values are not recommended for survey control.
 FJ0319
 FJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0319.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0319
 FJ0319_MARKER: Q = CHISELED SQUARE
 FJ0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0319_SP_SET: CONCRETE BASE
 FJ0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0319
 FJ0319  HISTORY     - Date     Condition        Report By
 FJ0319  HISTORY     - UNK      MONUMENTED
 FJ0319  HISTORY     - 1934     GOOD             CGS
 FJ0319
 FJ0319                          STATION DESCRIPTION
 FJ0319
 FJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0319'0.8 MI N FROM PURCELL.
 FJ0319'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0319'FROM THE STATION AT PURCELL, AT SIGNAL TOWER 416.2 EAST OF THE
 FJ0319'TRACK AND NEAR THE WEST EDGE OF THE CONCRETE BASE.  A 2-INCH
 FJ0319'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0020 ***********************************************************************
 DN0020  DESIGNATION -  42
 DN0020  PID         -  DN0020
 DN0020  STATE/COUNTY-  OK/BRYAN
 DN0020  COUNTRY     -  US
 DN0020  USGS QUAD   -  ACHILLE (2018)
 DN0020
 DN0020                         *CURRENT SURVEY CONTROL
 DN0020  ______________________________________________________________________
 DN0020* NAD 83(1986) POSITION- 33 51 58.     (N) 096 29 16.     (W)   SCALED
 DN0020* NAVD 88 ORTHO HEIGHT -   194.588 (meters)      638.41  (feet) POSTED
 DN0020  ______________________________________________________________________
 DN0020  GEOID HEIGHT    -        -26.525 (meters)                     GEOID18
 DN0020  DYNAMIC HEIGHT  -        194.38  (meters)      637.7   (feet) COMP
 DN0020  MODELED GRAVITY -    979,572.9   (mgal)                       NAVD 88
 DN0020
 DN0020  VERT ORDER      -  * POSTED, SEE BELOW
 DN0020
 DN0020.The horizontal coordinates were scaled from a map and have
 DN0020.an estimated accuracy of +/- 6 seconds.
 DN0020
 DN0020.The orthometric height was determined by differential leveling
 DN0020.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0020
 DN0020.* This is a POSTED BENCH MARK height.
 DN0020
 DN0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0020.GEOID18 height accuracy estimate available here.
 DN0020
 DN0020.Click photographs - Photos may exist for this station.
 DN0020
 DN0020.The dynamic height is computed by dividing the NAVD 88
 DN0020.geopotential number by the normal gravity value computed on the
 DN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0020.degrees latitude (g = 980.6199 gals.).
 DN0020
 DN0020.The modeled gravity was interpolated from observed gravity values.
 DN0020
 DN0020;                    North         East    Units  Estimated Accuracy
 DN0020;SPC OK S     -    60,150.      739,920.      MT  (+/- 180 meters Scaled)
 DN0020
 DN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC323501(NAD 83)
 DN0020
 DN0020                          SUPERSEDED SURVEY CONTROL
 DN0020
 DN0020  NGVD 29 (??/??/92)  194.545  (m)          638.27   (f) ADJ UNCH    1 2
 DN0020
 DN0020.Superseded values are not recommended for survey control.
 DN0020
 DN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0020.See file dsdata.pdf to determine how the superseded data were derived.
 DN0020
 DN0020_MARKER: B = BOLT
 DN0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0020_SP_SET: OVERPASS HEADWALL
 DN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0020+STABILITY: SURFACE MOTION
 DN0020
 DN0020  HISTORY     - Date     Condition        Report By
 DN0020  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0020  HISTORY     - 1933     GOOD             CGS
 DN0020  HISTORY     - 1934     GOOD             CGS
 DN0020  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0020
 DN0020                          STATION DESCRIPTION
 DN0020
 DN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0020'1.1 MI N FROM COLBERT.
 DN0020'1.1 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, BOLT SET IN SOUTH
 DN0020'END OF WEST HEADWALL OF CONCRETE OVERPASS OVER DIRT ROAD, ABOUT 550
 DN0020'FEET (3 TELEGRAPH POLES) SOUTH OF MILE POLE 652.
 DN0020
 DN0020                          STATION RECOVERY (1934)
 DN0020
 DN0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0020'RECOVERED IN GOOD CONDITION.
 DN0020
 DN0020                          STATION RECOVERY (1986)
 DN0020
 DN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0556 ***********************************************************************
 DN0556  DESIGNATION -  422.3
 DN0556  PID         -  DN0556
 DN0556  STATE/COUNTY-  OK/LOVE
 DN0556  COUNTRY     -  US
 DN0556  USGS QUAD   -  THACKERVILLE (2019)
 DN0556
 DN0556                         *CURRENT SURVEY CONTROL
 DN0556  ______________________________________________________________________
 DN0556* NAD 83(1986) POSITION- 33 47 19.     (N) 097 08 46.     (W)   SCALED
 DN0556* NAVD 88 ORTHO HEIGHT -   262.82  (+/-2cm)      862.3   (feet) VERTCON3
 DN0556  ______________________________________________________________________
 DN0556  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 DN0556  VERT ORDER      -  ? (See Below)
 DN0556
 DN0556.The horizontal coordinates were scaled from a map and have
 DN0556.an estimated accuracy of +/- 6 seconds.
 DN0556
 DN0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0556
 DN0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0556.GEOID18 height accuracy estimate available here.
 DN0556
 DN0556.The vertical order pertains to the NGVD 29 superseded value.
 DN0556
 DN0556.Click photographs - Photos may exist for this station.
 DN0556
 DN0556;                    North         East    Units  Estimated Accuracy
 DN0556;SPC OK S     -    50,840.      679,080.      MT  (+/- 180 meters Scaled)
 DN0556
 DN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC716402(NAD 83)
 DN0556
 DN0556                          SUPERSEDED SURVEY CONTROL
 DN0556
 DN0556  NGVD 29 (??/??/92)  262.776  (m)          862.12   (f) ADJ UNCH       
 DN0556
 DN0556.Superseded values are not recommended for survey control.
 DN0556
 DN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0556.See file dsdata.pdf to determine how the superseded data were derived.
 DN0556
 DN0556_MARKER: B = BOLT
 DN0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0556_SP_SET: FOUNDATION
 DN0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0556
 DN0556  HISTORY     - Date     Condition        Report By
 DN0556  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0556  HISTORY     - 1934     GOOD             CGS
 DN0556
 DN0556                          STATION DESCRIPTION
 DN0556
 DN0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0556'0.2 MI S FROM THACKERVILLE.
 DN0556'0.2 MILES SOUTH OF THACKERVILLE G.C. AND S.F. DEPOT TOP OF THE
 DN0556'NORTHWEST FOUNDATION BOLT OF SIGNAL NO. 422.3 GULF COLORADO AND SANTA
 DN0556'FE RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0557 ***********************************************************************
 DN0557  DESIGNATION -  423
 DN0557  PID         -  DN0557
 DN0557  STATE/COUNTY-  OK/LOVE
 DN0557  COUNTRY     -  US
 DN0557  USGS QUAD   -  THACKERVILLE (2019)
 DN0557
 DN0557                         *CURRENT SURVEY CONTROL
 DN0557  ______________________________________________________________________
 DN0557* NAD 83(1986) POSITION- 33 47 29.     (N) 097 08 43.     (W)   SCALED
 DN0557* NAVD 88 ORTHO HEIGHT -   263.38  (+/-2cm)      864.1   (feet) VERTCON3
 DN0557  ______________________________________________________________________
 DN0557  GEOID HEIGHT    -        -25.773 (meters)                     GEOID18
 DN0557  VERT ORDER      -  ? (See Below)
 DN0557
 DN0557.The horizontal coordinates were scaled from a map and have
 DN0557.an estimated accuracy of +/- 6 seconds.
 DN0557
 DN0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0557
 DN0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0557.GEOID18 height accuracy estimate available here.
 DN0557
 DN0557.The vertical order pertains to the NGVD 29 superseded value.
 DN0557
 DN0557.Click photographs - Photos may exist for this station.
 DN0557
 DN0557;                    North         East    Units  Estimated Accuracy
 DN0557;SPC OK S     -    51,150.      679,160.      MT  (+/- 180 meters Scaled)
 DN0557
 DN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC717405(NAD 83)
 DN0557
 DN0557                          SUPERSEDED SURVEY CONTROL
 DN0557
 DN0557  NGVD 29 (??/??/92)  263.329  (m)          863.94   (f) ADJ UNCH       
 DN0557
 DN0557.Superseded values are not recommended for survey control.
 DN0557
 DN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0557.See file dsdata.pdf to determine how the superseded data were derived.
 DN0557
 DN0557_MARKER: B = BOLT
 DN0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0557_SP_SET: FOUNDATION
 DN0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0557
 DN0557  HISTORY     - Date     Condition        Report By
 DN0557  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0557  HISTORY     - 1934     GOOD             CGS
 DN0557
 DN0557                          STATION DESCRIPTION
 DN0557
 DN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0557'IN THACKERVILLE.
 DN0557'EAST OF THE GULF COLORADO AND SANTA FE RY. IN THE BASE OF SIGNAL
 DN0557'BLOCK.  TOP OF THE NORTHWEST CORNER BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0559 ***********************************************************************
 DN0559  DESIGNATION -  423.2
 DN0559  PID         -  DN0559
 DN0559  STATE/COUNTY-  OK/LOVE
 DN0559  COUNTRY     -  US
 DN0559  USGS QUAD   -  THACKERVILLE (2019)
 DN0559
 DN0559                         *CURRENT SURVEY CONTROL
 DN0559  ______________________________________________________________________
 DN0559* NAD 83(1986) POSITION- 33 48 13.     (N) 097 08 29.     (W)   SCALED
 DN0559* NAVD 88 ORTHO HEIGHT -   268.91  (+/-2cm)      882.2   (feet) VERTCON3
 DN0559  ______________________________________________________________________
 DN0559  GEOID HEIGHT    -        -25.805 (meters)                     GEOID18
 DN0559  VERT ORDER      -  ? (See Below)
 DN0559
 DN0559.The horizontal coordinates were scaled from a map and have
 DN0559.an estimated accuracy of +/- 6 seconds.
 DN0559
 DN0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0559
 DN0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0559.GEOID18 height accuracy estimate available here.
 DN0559
 DN0559.The vertical order pertains to the NGVD 29 superseded value.
 DN0559
 DN0559.Click photographs - Photos may exist for this station.
 DN0559
 DN0559;                    North         East    Units  Estimated Accuracy
 DN0559;SPC OK S     -    52,500.      679,510.      MT  (+/- 180 meters Scaled)
 DN0559
 DN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC720419(NAD 83)
 DN0559
 DN0559                          SUPERSEDED SURVEY CONTROL
 DN0559
 DN0559  NGVD 29 (??/??/92)  268.858  (m)          882.08   (f) ADJ UNCH       
 DN0559
 DN0559.Superseded values are not recommended for survey control.
 DN0559
 DN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0559.See file dsdata.pdf to determine how the superseded data were derived.
 DN0559
 DN0559_MARKER: Z = SEE DESCRIPTION
 DN0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0559_SP_SET: SIGNAL BASE
 DN0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0559
 DN0559  HISTORY     - Date     Condition        Report By
 DN0559  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0559  HISTORY     - 1934     GOOD             CGS
 DN0559
 DN0559                          STATION DESCRIPTION
 DN0559
 DN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0559'0.9 MI N FROM THACKERVILLE.
 DN0559'0.9 MILES NORTH OF THACKERVILLE.  IN THE TOP OF CONCRETE BASE OF THE
 DN0559'SOUTH WEST CORNER OF SIGNAL NO. 4232 OF GULF COLORADO, AND SANTA FE
 DN0559'RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0560 ***********************************************************************
 DN0560  DESIGNATION -  424.2
 DN0560  PID         -  DN0560
 DN0560  STATE/COUNTY-  OK/LOVE
 DN0560  COUNTRY     -  US
 DN0560  USGS QUAD   -  THACKERVILLE (2019)
 DN0560
 DN0560                         *CURRENT SURVEY CONTROL
 DN0560  ______________________________________________________________________
 DN0560* NAD 83(1986) POSITION- 33 48 36.     (N) 097 08 22.     (W)   SCALED
 DN0560* NAVD 88 ORTHO HEIGHT -   267.27  (+/-2cm)      876.9   (feet) VERTCON3
 DN0560  ______________________________________________________________________
 DN0560  GEOID HEIGHT    -        -25.822 (meters)                     GEOID18
 DN0560  VERT ORDER      -  ? (See Below)
 DN0560
 DN0560.The horizontal coordinates were scaled from a map and have
 DN0560.an estimated accuracy of +/- 6 seconds.
 DN0560
 DN0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0560
 DN0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0560.GEOID18 height accuracy estimate available here.
 DN0560
 DN0560.The vertical order pertains to the NGVD 29 superseded value.
 DN0560
 DN0560.Click photographs - Photos may exist for this station.
 DN0560
 DN0560;                    North         East    Units  Estimated Accuracy
 DN0560;SPC OK S     -    53,210.      679,680.      MT  (+/- 180 meters Scaled)
 DN0560
 DN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC722426(NAD 83)
 DN0560
 DN0560                          SUPERSEDED SURVEY CONTROL
 DN0560
 DN0560  NGVD 29 (??/??/92)  267.214  (m)          876.68   (f) ADJ UNCH       
 DN0560
 DN0560.Superseded values are not recommended for survey control.
 DN0560
 DN0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0560.See file dsdata.pdf to determine how the superseded data were derived.
 DN0560
 DN0560_MARKER: B = BOLT
 DN0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0560_SP_SET: FOUNDATION
 DN0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0560
 DN0560  HISTORY     - Date     Condition        Report By
 DN0560  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0560  HISTORY     - 1934     GOOD             CGS
 DN0560
 DN0560                          STATION DESCRIPTION
 DN0560
 DN0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0560'1.4 MI N FROM THACKERVILLE.
 DN0560'1.4 MILES NORTH OF THACKERVILLE IN THE TOP OF THE SOUTH WEST BOLT OF
 DN0560'CONCRETE SIGNAL NO. 4242 OF GULF, COLORADO, AND SANTA FE RAILWAY CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0315 ***********************************************************************
 GJ0315  DESIGNATION -  424=404
 GJ0315  PID         -  GJ0315
 GJ0315  STATE/COUNTY-  OK/ELLIS
 GJ0315  COUNTRY     -  US
 GJ0315  USGS QUAD   -  FARGO SW (2018)
 GJ0315
 GJ0315                         *CURRENT SURVEY CONTROL
 GJ0315  ______________________________________________________________________
 GJ0315* NAD 83(1986) POSITION- 36 20 17.     (N) 099 42 46.     (W)   SCALED
 GJ0315* NAVD 88 ORTHO HEIGHT -   644.541 (meters)     2114.63  (feet) ADJUSTED
 GJ0315  ______________________________________________________________________
 GJ0315  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 GJ0315  DYNAMIC HEIGHT  -        643.899 (meters)     2112.53  (feet) COMP
 GJ0315  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 GJ0315
 GJ0315  VERT ORDER      -  FIRST     CLASS II
 GJ0315
 GJ0315.The horizontal coordinates were scaled from a map and have
 GJ0315.an estimated accuracy of +/- 6 seconds.
 GJ0315
 GJ0315.The orthometric height was determined by differential leveling and
 GJ0315.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0315.in June 1991.
 GJ0315
 GJ0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0315.GEOID18 height accuracy estimate available here.
 GJ0315
 GJ0315.Click photographs - Photos may exist for this station.
 GJ0315
 GJ0315.The dynamic height is computed by dividing the NAVD 88
 GJ0315.geopotential number by the normal gravity value computed on the
 GJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0315.degrees latitude (g = 980.6199 gals.).
 GJ0315
 GJ0315.The modeled gravity was interpolated from observed gravity values.
 GJ0315
 GJ0315;                    North         East    Units  Estimated Accuracy
 GJ0315;SPC OK N     -   149,820.      446,250.      MT  (+/- 180 meters Scaled)
 GJ0315
 GJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF360216(NAD 83)
 GJ0315
 GJ0315                          SUPERSEDED SURVEY CONTROL
 GJ0315
 GJ0315  NGVD 29 (??/??/92)  644.258  (m)         2113.70   (f) ADJ UNCH    1 2
 GJ0315
 GJ0315.Superseded values are not recommended for survey control.
 GJ0315
 GJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0315.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0315
 GJ0315_MARKER: B = BOLT
 GJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0315+STABILITY: SURFACE MOTION
 GJ0315
 GJ0315  HISTORY     - Date     Condition        Report By
 GJ0315  HISTORY     - UNK      MONUMENTED
 GJ0315  HISTORY     - 1934     GOOD             CGS
 GJ0315
 GJ0315                          STATION DESCRIPTION
 GJ0315
 GJ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0315'2.7 MI NE FROM GAGE.
 GJ0315'2.7 MILES NORTHEAST OF FIRST NATIONAL BANK, AT GAGE 198 FEET
 GJ0315'EAST OF MILE POST 404.  80 FEET SOUTH OF THE CENTERLINE OF
 GJ0315'ATCHISON TOPEKA AND SANTA FE RAILROAD.  20 FEET NORTH OF THE
 GJ0315'RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0561 ***********************************************************************
 DN0561  DESIGNATION -  425.1
 DN0561  PID         -  DN0561
 DN0561  STATE/COUNTY-  OK/LOVE
 DN0561  COUNTRY     -  US
 DN0561  USGS QUAD   -  THACKERVILLE (2019)
 DN0561
 DN0561                         *CURRENT SURVEY CONTROL
 DN0561  ______________________________________________________________________
 DN0561* NAD 83(1986) POSITION- 33 49 01.     (N) 097 08 14.     (W)   SCALED
 DN0561* NAVD 88 ORTHO HEIGHT -   264.84  (+/-2cm)      868.9   (feet) VERTCON3
 DN0561  ______________________________________________________________________
 DN0561  GEOID HEIGHT    -        -25.840 (meters)                     GEOID18
 DN0561  VERT ORDER      -  ? (See Below)
 DN0561
 DN0561.The horizontal coordinates were scaled from a map and have
 DN0561.an estimated accuracy of +/- 6 seconds.
 DN0561
 DN0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0561
 DN0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0561.GEOID18 height accuracy estimate available here.
 DN0561
 DN0561.The vertical order pertains to the NGVD 29 superseded value.
 DN0561
 DN0561.Click photographs - Photos may exist for this station.
 DN0561
 DN0561;                    North         East    Units  Estimated Accuracy
 DN0561;SPC OK S     -    53,990.      679,880.      MT  (+/- 180 meters Scaled)
 DN0561
 DN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC724434(NAD 83)
 DN0561
 DN0561                          SUPERSEDED SURVEY CONTROL
 DN0561
 DN0561  NGVD 29 (??/??/92)  264.784  (m)          868.71   (f) ADJ UNCH       
 DN0561
 DN0561.Superseded values are not recommended for survey control.
 DN0561
 DN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0561.See file dsdata.pdf to determine how the superseded data were derived.
 DN0561
 DN0561_MARKER: B = BOLT
 DN0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0561_SP_SET: FOUNDATION
 DN0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0561
 DN0561  HISTORY     - Date     Condition        Report By
 DN0561  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0561  HISTORY     - 1934     GOOD             CGS
 DN0561
 DN0561                          STATION DESCRIPTION
 DN0561
 DN0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0561'1.9 MI N FROM THACKERVILLE.
 DN0561'1.9 MILES NORTH OF THACKERVILLE IN THE TOP OF SOUTH EAST BOLT OF
 DN0561'CONCRETE SIGNAL NO. 4251 OF GULF, COLORADO, AND SANTA FE RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0563 ***********************************************************************
 DN0563  DESIGNATION -  427.2
 DN0563  PID         -  DN0563
 DN0563  STATE/COUNTY-  OK/LOVE
 DN0563  COUNTRY     -  US
 DN0563  USGS QUAD   -  THACKERVILLE (2019)
 DN0563
 DN0563                         *CURRENT SURVEY CONTROL
 DN0563  ______________________________________________________________________
 DN0563* NAD 83(1986) POSITION- 33 51 28.     (N) 097 07 29.     (W)   SCALED
 DN0563* NAVD 88 ORTHO HEIGHT -   253.653 (meters)      832.19  (feet) ADJUSTED
 DN0563  ______________________________________________________________________
 DN0563  GEOID HEIGHT    -        -25.955 (meters)                     GEOID18
 DN0563  DYNAMIC HEIGHT  -        253.384 (meters)      831.31  (feet) COMP
 DN0563  MODELED GRAVITY -    979,569.7   (mgal)                       NAVD 88
 DN0563
 DN0563  VERT ORDER      -  SECOND    CLASS 0
 DN0563
 DN0563.The horizontal coordinates were scaled from a map and have
 DN0563.an estimated accuracy of +/- 6 seconds.
 DN0563
 DN0563.The orthometric height was determined by differential leveling and
 DN0563.adjusted by the NATIONAL GEODETIC SURVEY
 DN0563.in June 1991.
 DN0563
 DN0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0563.GEOID18 height accuracy estimate available here.
 DN0563
 DN0563.Click photographs - Photos may exist for this station.
 DN0563
 DN0563.The dynamic height is computed by dividing the NAVD 88
 DN0563.geopotential number by the normal gravity value computed on the
 DN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0563.degrees latitude (g = 980.6199 gals.).
 DN0563
 DN0563.The modeled gravity was interpolated from observed gravity values.
 DN0563
 DN0563;                    North         East    Units  Estimated Accuracy
 DN0563;SPC OK S     -    58,530.      681,000.      MT  (+/- 180 meters Scaled)
 DN0563
 DN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC734479(NAD 83)
 DN0563
 DN0563                          SUPERSEDED SURVEY CONTROL
 DN0563
 DN0563  NGVD 29 (??/??/92)  253.600  (m)          832.02   (f) ADJ UNCH    2 0
 DN0563
 DN0563.Superseded values are not recommended for survey control.
 DN0563
 DN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0563.See file dsdata.pdf to determine how the superseded data were derived.
 DN0563
 DN0563_MARKER: B = BOLT
 DN0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0563_SP_SET: FOUNDATION
 DN0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0563
 DN0563  HISTORY     - Date     Condition        Report By
 DN0563  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0563  HISTORY     - 1934     GOOD             CGS
 DN0563
 DN0563                          STATION DESCRIPTION
 DN0563
 DN0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0563'4.8 MI N FROM THACKERVILLE.
 DN0563'4.8 MILES NORTH OF THACKERVILLE G.C. AND S.F. RY DEPOT EAST OF THE
 DN0563'GULF COLORADO AND SANTA FE RY. TRACK.  TOP OF THE SOUTHWEST FOUNDATION
 DN0563'BOLT SET IN THE CONCRETE BASE OF THE SIGNAL BLOCK 427.2. AT BOMAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0564 ***********************************************************************
 DN0564  DESIGNATION -  429 B
 DN0564  PID         -  DN0564
 DN0564  STATE/COUNTY-  OK/LOVE
 DN0564  COUNTRY     -  US
 DN0564  USGS QUAD   -  MARIETTA EAST (2018)
 DN0564
 DN0564                         *CURRENT SURVEY CONTROL
 DN0564  ______________________________________________________________________
 DN0564* NAD 83(1986) POSITION- 33 53 03.     (N) 097 07 16.     (W)   SCALED
 DN0564* NAVD 88 ORTHO HEIGHT -   235.158 (meters)      771.51  (feet) ADJUSTED
 DN0564  ______________________________________________________________________
 DN0564  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 DN0564  DYNAMIC HEIGHT  -        234.908 (meters)      770.69  (feet) COMP
 DN0564  MODELED GRAVITY -    979,567.2   (mgal)                       NAVD 88
 DN0564
 DN0564  VERT ORDER      -  SECOND    CLASS 0
 DN0564
 DN0564.The horizontal coordinates were scaled from a map and have
 DN0564.an estimated accuracy of +/- 6 seconds.
 DN0564
 DN0564.The orthometric height was determined by differential leveling and
 DN0564.adjusted by the NATIONAL GEODETIC SURVEY
 DN0564.in June 1991.
 DN0564
 DN0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0564.GEOID18 height accuracy estimate available here.
 DN0564
 DN0564.Click photographs - Photos may exist for this station.
 DN0564
 DN0564.The dynamic height is computed by dividing the NAVD 88
 DN0564.geopotential number by the normal gravity value computed on the
 DN0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0564.degrees latitude (g = 980.6199 gals.).
 DN0564
 DN0564.The modeled gravity was interpolated from observed gravity values.
 DN0564
 DN0564;                    North         East    Units  Estimated Accuracy
 DN0564;SPC OK S     -    61,460.      681,310.      MT  (+/- 180 meters Scaled)
 DN0564
 DN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC737509(NAD 83)
 DN0564
 DN0564                          SUPERSEDED SURVEY CONTROL
 DN0564
 DN0564  NGVD 29 (??/??/92)  235.107  (m)          771.35   (f) ADJ UNCH    2 0
 DN0564
 DN0564.Superseded values are not recommended for survey control.
 DN0564
 DN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0564.See file dsdata.pdf to determine how the superseded data were derived.
 DN0564
 DN0564_MARKER: Z = SEE DESCRIPTION
 DN0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0564_SP_SET: BRIDGE
 DN0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0564+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2018
 DN0564
 DN0564  HISTORY     - Date     Condition        Report By
 DN0564  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0564  HISTORY     - 1934     GOOD             CGS
 DN0564  HISTORY     - 20180321 GOOD             OKDOT
 DN0564
 DN0564                          STATION DESCRIPTION
 DN0564
 DN0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0564'4.1 MI S FROM MARIETTA.
 DN0564'4.1 MILES SOUTH OF G.C. AND S.F. RY STATION AT MARIETTA THE SOUTHEAST
 DN0564'CORNER OF THE EAST HEADWALL OF THE GULF COLORADO AND SANTA FE RY
 DN0564'BRIDGE 429 B.
 DN0564
 DN0564                          STATION RECOVERY (2018)
 DN0564
 DN0564'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (MLW)
 DN0564'THIS MARK IS NOT STABLE ENOUGH FOR GPS OBSERVATION.  VIBRATIONS FROM
 DN0564'PASSING TRAINS MAKES IT IMPOSSIBLE TO OBTAIN GOOD DATA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0565 ***********************************************************************
 DN0565  DESIGNATION -  429.2
 DN0565  PID         -  DN0565
 DN0565  STATE/COUNTY-  OK/LOVE
 DN0565  COUNTRY     -  US
 DN0565  USGS QUAD   -  MARIETTA EAST (2018)
 DN0565
 DN0565                         *CURRENT SURVEY CONTROL
 DN0565  ______________________________________________________________________
 DN0565* NAD 83(1986) POSITION- 33 53 12.     (N) 097 07 16.     (W)   SCALED
 DN0565* NAVD 88 ORTHO HEIGHT -   237.60  (+/-2cm)      779.5   (feet) VERTCON3
 DN0565  ______________________________________________________________________
 DN0565  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 DN0565  VERT ORDER      -  ? (See Below)
 DN0565
 DN0565.The horizontal coordinates were scaled from a map and have
 DN0565.an estimated accuracy of +/- 6 seconds.
 DN0565
 DN0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0565
 DN0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0565.GEOID18 height accuracy estimate available here.
 DN0565
 DN0565.The vertical order pertains to the NGVD 29 superseded value.
 DN0565
 DN0565.Click photographs - Photos may exist for this station.
 DN0565
 DN0565;                    North         East    Units  Estimated Accuracy
 DN0565;SPC OK S     -    61,730.      681,300.      MT  (+/- 180 meters Scaled)
 DN0565
 DN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC737511(NAD 83)
 DN0565
 DN0565                          SUPERSEDED SURVEY CONTROL
 DN0565
 DN0565  NGVD 29 (??/??/92)  237.547  (m)          779.35   (f) ADJ UNCH       
 DN0565
 DN0565.Superseded values are not recommended for survey control.
 DN0565
 DN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0565.See file dsdata.pdf to determine how the superseded data were derived.
 DN0565
 DN0565_MARKER: B = BOLT
 DN0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0565_SP_SET: FOUNDATION
 DN0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0565
 DN0565  HISTORY     - Date     Condition        Report By
 DN0565  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0565  HISTORY     - 1934     GOOD             CGS
 DN0565
 DN0565                          STATION DESCRIPTION
 DN0565
 DN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0565'3.9 MI S FROM MARIETTA.
 DN0565'3.9 MILES SOUTH OF G.C. AND S.F. RR. STATION AT MARIETTA TOP OF
 DN0565'SOUTHWEST BOLT OF CONCRETE FOUNDATION OF SIGNAL, OF GULF COLORADO AND
 DN0565'SANTA FE RAILWAY, SIGNAL 429.2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0021 ***********************************************************************
 DN0021  DESIGNATION -  43
 DN0021  PID         -  DN0021
 DN0021  STATE/COUNTY-  OK/BRYAN
 DN0021  COUNTRY     -  US
 DN0021  USGS QUAD   -  ACHILLE (2018)
 DN0021
 DN0021                         *CURRENT SURVEY CONTROL
 DN0021  ______________________________________________________________________
 DN0021* NAD 83(1986) POSITION- 33 52 27.     (N) 096 28 47.     (W)   SCALED
 DN0021* NAVD 88 ORTHO HEIGHT -   199.630 (meters)      654.95  (feet) POSTED
 DN0021  ______________________________________________________________________
 DN0021  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 DN0021  DYNAMIC HEIGHT  -        199.42  (meters)      654.3   (feet) COMP
 DN0021  MODELED GRAVITY -    979,573.0   (mgal)                       NAVD 88
 DN0021
 DN0021  VERT ORDER      -  * POSTED, SEE BELOW
 DN0021
 DN0021.The horizontal coordinates were scaled from a map and have
 DN0021.an estimated accuracy of +/- 6 seconds.
 DN0021
 DN0021.The orthometric height was determined by differential leveling
 DN0021.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0021
 DN0021.* This is a POSTED BENCH MARK height.
 DN0021
 DN0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0021.GEOID18 height accuracy estimate available here.
 DN0021
 DN0021.Click photographs - Photos may exist for this station.
 DN0021
 DN0021.The dynamic height is computed by dividing the NAVD 88
 DN0021.geopotential number by the normal gravity value computed on the
 DN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0021.degrees latitude (g = 980.6199 gals.).
 DN0021
 DN0021.The modeled gravity was interpolated from observed gravity values.
 DN0021
 DN0021;                    North         East    Units  Estimated Accuracy
 DN0021;SPC OK S     -    61,050.      740,650.      MT  (+/- 180 meters Scaled)
 DN0021
 DN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC331510(NAD 83)
 DN0021
 DN0021                          SUPERSEDED SURVEY CONTROL
 DN0021
 DN0021  NGVD 29 (??/??/92)  199.583  (m)          654.80   (f) ADJ UNCH    1 2
 DN0021
 DN0021.Superseded values are not recommended for survey control.
 DN0021
 DN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0021.See file dsdata.pdf to determine how the superseded data were derived.
 DN0021
 DN0021_MARKER: B = BOLT
 DN0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0021_SP_SET: OVERPASS HEADWALL
 DN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0021+STABILITY: SURFACE MOTION
 DN0021
 DN0021  HISTORY     - Date     Condition        Report By
 DN0021  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0021  HISTORY     - 1933     GOOD             CGS
 DN0021  HISTORY     - 1934     GOOD             CGS
 DN0021  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0021
 DN0021                          STATION DESCRIPTION
 DN0021
 DN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0021'1.8 MI N FROM COLBERT.
 DN0021'1.8 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, BOLT SET IN
 DN0021'SOUTHWEST CORNER OF WEST HEADWALL OF CONCRETE OVERPASS OVER DIRT ROAD,
 DN0021'2300 FEET (13 TELEGRAPH POLES) SOUTH OF MILE POLE 651.
 DN0021
 DN0021                          STATION RECOVERY (1934)
 DN0021
 DN0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0021'RECOVERED IN GOOD CONDITION.
 DN0021
 DN0021                          STATION RECOVERY (1986)
 DN0021
 DN0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0236 ***********************************************************************
 FJ0236  DESIGNATION -  43 A
 FJ0236  PID         -  FJ0236
 FJ0236  STATE/COUNTY-  OK/PAYNE
 FJ0236  COUNTRY     -  US
 FJ0236  USGS QUAD   -  TRYON NORTH (2018)
 FJ0236
 FJ0236                         *CURRENT SURVEY CONTROL
 FJ0236  ______________________________________________________________________
 FJ0236* NAD 83(1986) POSITION- 35 58 41.     (N) 096 54 55.     (W)   SCALED
 FJ0236* NAVD 88 ORTHO HEIGHT -   250.888 (meters)      823.12  (feet) ADJUSTED
 FJ0236  ______________________________________________________________________
 FJ0236  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 FJ0236  DYNAMIC HEIGHT  -        250.661 (meters)      822.38  (feet) COMP
 FJ0236  MODELED GRAVITY -    979,723.8   (mgal)                       NAVD 88
 FJ0236
 FJ0236  VERT ORDER      -  SECOND    CLASS 0
 FJ0236
 FJ0236.The horizontal coordinates were scaled from a map and have
 FJ0236.an estimated accuracy of +/- 6 seconds.
 FJ0236
 FJ0236.The orthometric height was determined by differential leveling and
 FJ0236.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0236.in June 1991.
 FJ0236
 FJ0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0236.GEOID18 height accuracy estimate available here.
 FJ0236
 FJ0236.Click photographs - Photos may exist for this station.
 FJ0236
 FJ0236.The dynamic height is computed by dividing the NAVD 88
 FJ0236.geopotential number by the normal gravity value computed on the
 FJ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0236.degrees latitude (g = 980.6199 gals.).
 FJ0236
 FJ0236.The modeled gravity was interpolated from observed gravity values.
 FJ0236
 FJ0236;                    North         East    Units  Estimated Accuracy
 FJ0236;SPC OK N     -   109,060.      697,820.      MT  (+/- 180 meters Scaled)
 FJ0236
 FJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE879835(NAD 83)
 FJ0236
 FJ0236                          SUPERSEDED SURVEY CONTROL
 FJ0236
 FJ0236  NGVD 29 (??/??/92)  250.782  (m)          822.77   (f) ADJ UNCH    2 0
 FJ0236
 FJ0236.Superseded values are not recommended for survey control.
 FJ0236
 FJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0236.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0236
 FJ0236_MARKER: Q = CHISELED SQUARE
 FJ0236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0236_SP_SET: CULVERT HEADWALL
 FJ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0236+STABILITY: SURFACE MOTION
 FJ0236
 FJ0236  HISTORY     - Date     Condition        Report By
 FJ0236  HISTORY     - 1934     MONUMENTED       CGS
 FJ0236  HISTORY     - 20201013 MARK NOT FOUND   OKDOT
 FJ0236  HISTORY     - 20220309 MARK NOT FOUND   OKDOT
 FJ0236
 FJ0236                          STATION DESCRIPTION
 FJ0236
 FJ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0236'2.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0236'FROM THE STATION AT RIPLEY, PAYNE COUNTY, AT CONCRETE CULVERT
 FJ0236'43 A, ON THE NORTHWEST CORNER OF THE WEST CONCRETE HEADWALL,
 FJ0236'20 FEET WEST OF THE CENTERLINE OF THE OLD ROADBED, AND 18 FEET
 FJ0236'EAST OF THE EAST EDGE OF CIMARRON RIVER.  A 2-INCH CHISELED
 FJ0236'SQUARE.
 FJ0236
 FJ0236                          STATION RECOVERY (2020)
 FJ0236
 FJ0236'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0236'RIVER SHIFTED OVER TIME.  MARK WAS PROBABLY DESTROYED.
 FJ0236
 FJ0236                          STATION RECOVERY (2022)
 FJ0236
 FJ0236'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0567 ***********************************************************************
 DN0567  DESIGNATION -  432.1
 DN0567  PID         -  DN0567
 DN0567  STATE/COUNTY-  OK/LOVE
 DN0567  COUNTRY     -  US
 DN0567  USGS QUAD   -  MARIETTA EAST (2018)
 DN0567
 DN0567                         *CURRENT SURVEY CONTROL
 DN0567  ______________________________________________________________________
 DN0567* NAD 83(1986) POSITION- 33 55 01.     (N) 097 07 06.     (W)   SCALED
 DN0567* NAVD 88 ORTHO HEIGHT -   251.97  (+/-2cm)      826.7   (feet) VERTCON3
 DN0567  ______________________________________________________________________
 DN0567  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 DN0567  VERT ORDER      -  ? (See Below)
 DN0567
 DN0567.The horizontal coordinates were scaled from a map and have
 DN0567.an estimated accuracy of +/- 6 seconds.
 DN0567
 DN0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0567
 DN0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0567.GEOID18 height accuracy estimate available here.
 DN0567
 DN0567.The vertical order pertains to the NGVD 29 superseded value.
 DN0567
 DN0567.Click photographs - Photos may exist for this station.
 DN0567
 DN0567;                    North         East    Units  Estimated Accuracy
 DN0567;SPC OK S     -    65,090.      681,530.      MT  (+/- 180 meters Scaled)
 DN0567
 DN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC739545(NAD 83)
 DN0567
 DN0567                          SUPERSEDED SURVEY CONTROL
 DN0567
 DN0567  NGVD 29 (??/??/92)  251.909  (m)          826.47   (f) ADJ UNCH       
 DN0567
 DN0567.Superseded values are not recommended for survey control.
 DN0567
 DN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0567.See file dsdata.pdf to determine how the superseded data were derived.
 DN0567
 DN0567_MARKER: Z = SEE DESCRIPTION
 DN0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0567_SP_SET: SEMAPHORE BASE
 DN0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0567
 DN0567  HISTORY     - Date     Condition        Report By
 DN0567  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0567  HISTORY     - 1934     GOOD             CGS
 DN0567
 DN0567                          STATION DESCRIPTION
 DN0567
 DN0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0567'1.4 MI S FROM MARIETTA.
 DN0567'1.4 MILES SOUTH OF MARIETTA G.C. AND S.F. RR DEPOT.  MILEPOST 432.1,
 DN0567'ON BASE OF SEMAPHORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0574 ***********************************************************************
 DN0574  DESIGNATION -  433.3
 DN0574  PID         -  DN0574
 DN0574  STATE/COUNTY-  OK/LOVE
 DN0574  COUNTRY     -  US
 DN0574  USGS QUAD   -  MARIETTA EAST (2018)
 DN0574
 DN0574                         *CURRENT SURVEY CONTROL
 DN0574  ______________________________________________________________________
 DN0574* NAD 83(1986) POSITION- 33 56 22.     (N) 097 06 59.     (W)   SCALED
 DN0574* NAVD 88 ORTHO HEIGHT -   259.44  (+/-2cm)      851.2   (feet) VERTCON3
 DN0574  ______________________________________________________________________
 DN0574  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 DN0574  VERT ORDER      -  ? (See Below)
 DN0574
 DN0574.The horizontal coordinates were scaled from a map and have
 DN0574.an estimated accuracy of +/- 6 seconds.
 DN0574
 DN0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0574
 DN0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0574.GEOID18 height accuracy estimate available here.
 DN0574
 DN0574.The vertical order pertains to the NGVD 29 superseded value.
 DN0574
 DN0574.Click photographs - Photos may exist for this station.
 DN0574
 DN0574;                    North         East    Units  Estimated Accuracy
 DN0574;SPC OK S     -    67,590.      681,690.      MT  (+/- 180 meters Scaled)
 DN0574
 DN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC740570(NAD 83)
 DN0574
 DN0574                          SUPERSEDED SURVEY CONTROL
 DN0574
 DN0574  NGVD 29 (??/??/92)  259.379  (m)          850.98   (f) ADJ UNCH       
 DN0574
 DN0574.Superseded values are not recommended for survey control.
 DN0574
 DN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0574.See file dsdata.pdf to determine how the superseded data were derived.
 DN0574
 DN0574_MARKER: Z = SEE DESCRIPTION
 DN0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0574_SP_SET: SEMAPHORE BASE
 DN0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0574
 DN0574  HISTORY     - Date     Condition        Report By
 DN0574  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0574  HISTORY     - 1934     GOOD             CGS
 DN0574
 DN0574                          STATION DESCRIPTION
 DN0574
 DN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0574'IN MARIETTA.
 DN0574'EAST BASE OF SEMAPHORE 433.3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0576 ***********************************************************************
 DN0576  DESIGNATION -  436
 DN0576  PID         -  DN0576
 DN0576  STATE/COUNTY-  OK/LOVE
 DN0576  COUNTRY     -  US
 DN0576  USGS QUAD   -  MARIETTA EAST (2018)
 DN0576
 DN0576                         *CURRENT SURVEY CONTROL
 DN0576  ______________________________________________________________________
 DN0576* NAD 83(1986) POSITION- 33 58 38.     (N) 097 06 47.     (W)   SCALED
 DN0576* NAVD 88 ORTHO HEIGHT -   231.05  (+/-2cm)      758.0   (feet) VERTCON3
 DN0576  ______________________________________________________________________
 DN0576  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 DN0576  VERT ORDER      -  ? (See Below)
 DN0576
 DN0576.The horizontal coordinates were scaled from a map and have
 DN0576.an estimated accuracy of +/- 6 seconds.
 DN0576
 DN0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0576
 DN0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0576.GEOID18 height accuracy estimate available here.
 DN0576
 DN0576.The vertical order pertains to the NGVD 29 superseded value.
 DN0576
 DN0576.Click photographs - Photos may exist for this station.
 DN0576
 DN0576;                    North         East    Units  Estimated Accuracy
 DN0576;SPC OK S     -    71,780.      681,960.      MT  (+/- 180 meters Scaled)
 DN0576
 DN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC743612(NAD 83)
 DN0576
 DN0576                          SUPERSEDED SURVEY CONTROL
 DN0576
 DN0576  NGVD 29 (??/??/92)  230.993  (m)          757.85   (f) ADJ UNCH       
 DN0576
 DN0576.Superseded values are not recommended for survey control.
 DN0576
 DN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0576.See file dsdata.pdf to determine how the superseded data were derived.
 DN0576
 DN0576_MARKER: X = CHISELED CROSS
 DN0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0576_SP_SET: CONCRETE BASE
 DN0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0576
 DN0576  HISTORY     - Date     Condition        Report By
 DN0576  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0576  HISTORY     - 1934     GOOD             CGS
 DN0576
 DN0576                          STATION DESCRIPTION
 DN0576
 DN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0576'3.1 MI N FROM MARIETTA.
 DN0576'3.1 MILES NORTH OF MARIETTA G.C. AND S.F. RR DEPOT.  MILEPOST 436. AT
 DN0576'THE WEST BASE OF SEMAPHORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0577 ***********************************************************************
 DN0577  DESIGNATION -  437.2
 DN0577  PID         -  DN0577
 DN0577  STATE/COUNTY-  OK/LOVE
 DN0577  COUNTRY     -  US
 DN0577  USGS QUAD   -  MARIETTA EAST (2018)
 DN0577
 DN0577                         *CURRENT SURVEY CONTROL
 DN0577  ______________________________________________________________________
 DN0577* NAD 83(1986) POSITION- 33 59 37.     (N) 097 06 29.     (W)   SCALED
 DN0577* NAVD 88 ORTHO HEIGHT -   222.20  (+/-2cm)      729.0   (feet) VERTCON3
 DN0577  ______________________________________________________________________
 DN0577  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 DN0577  VERT ORDER      -  ? (See Below)
 DN0577
 DN0577.The horizontal coordinates were scaled from a map and have
 DN0577.an estimated accuracy of +/- 6 seconds.
 DN0577
 DN0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0577
 DN0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0577.GEOID18 height accuracy estimate available here.
 DN0577
 DN0577.The vertical order pertains to the NGVD 29 superseded value.
 DN0577
 DN0577.Click photographs - Photos may exist for this station.
 DN0577
 DN0577;                    North         East    Units  Estimated Accuracy
 DN0577;SPC OK S     -    73,610.      682,410.      MT  (+/- 180 meters Scaled)
 DN0577
 DN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC747630(NAD 83)
 DN0577
 DN0577                          SUPERSEDED SURVEY CONTROL
 DN0577
 DN0577  NGVD 29 (??/??/92)  222.148  (m)          728.83   (f) ADJ UNCH       
 DN0577
 DN0577.Superseded values are not recommended for survey control.
 DN0577
 DN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0577.See file dsdata.pdf to determine how the superseded data were derived.
 DN0577
 DN0577_MARKER: B = BOLT
 DN0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0577
 DN0577  HISTORY     - Date     Condition        Report By
 DN0577  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0577  HISTORY     - 1934     GOOD             CGS
 DN0577
 DN0577                          STATION DESCRIPTION
 DN0577
 DN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0577'5.4 MI S FROM OVERBROOK.
 DN0577'5.4 MILES SOUTH OF OVERBROOK G.C. AND S.F. DEPOT TOP OF RAIL
 DN0577'50 FEET EAST OF THE GULF COLORADO AND SANTA FE. RAILWAY.
 DN0577'NOTE-- RECORD BOOK SAYS-- VERTICAL RAIL 246 - 200 FEET N. OF HWY
 DN0577'XING 4 MI. N. OF MARIETTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0022 ***********************************************************************
 DN0022  DESIGNATION -  44
 DN0022  PID         -  DN0022
 DN0022  STATE/COUNTY-  OK/BRYAN
 DN0022  COUNTRY     -  US
 DN0022  USGS QUAD   -  ACHILLE (2018)
 DN0022
 DN0022                         *CURRENT SURVEY CONTROL
 DN0022  ______________________________________________________________________
 DN0022* NAD 83(1986) POSITION- 33 52 27.     (N) 096 28 47.     (W)   SCALED
 DN0022* NAVD 88 ORTHO HEIGHT -   199.50  (+/-2cm)      654.5   (feet) VERTCON3
 DN0022  ______________________________________________________________________
 DN0022  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 DN0022  VERT ORDER      -  ? (See Below)
 DN0022
 DN0022.The horizontal coordinates were scaled from a map and have
 DN0022.an estimated accuracy of +/- 6 seconds.
 DN0022
 DN0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0022
 DN0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0022.GEOID18 height accuracy estimate available here.
 DN0022
 DN0022.The vertical order pertains to the NGVD 29 superseded value.
 DN0022
 DN0022.Click photographs - Photos may exist for this station.
 DN0022
 DN0022;                    North         East    Units  Estimated Accuracy
 DN0022;SPC OK S     -    61,050.      740,650.      MT  (+/- 180 meters Scaled)
 DN0022
 DN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC331510(NAD 83)
 DN0022
 DN0022                          SUPERSEDED SURVEY CONTROL
 DN0022
 DN0022  NGVD 29 (??/??/92)  199.451  (m)          654.37   (f) ADJ UNCH       
 DN0022
 DN0022.Superseded values are not recommended for survey control.
 DN0022
 DN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0022.See file dsdata.pdf to determine how the superseded data were derived.
 DN0022
 DN0022_MARKER: B = BOLT
 DN0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0022_SP_SET: OVERPASS HEADWALL
 DN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0022+STABILITY: SURFACE MOTION
 DN0022
 DN0022  HISTORY     - Date     Condition        Report By
 DN0022  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0022  HISTORY     - 1933     GOOD             CGS
 DN0022  HISTORY     - 1934     GOOD             CGS
 DN0022  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0022
 DN0022                          STATION DESCRIPTION
 DN0022
 DN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0022'1.8 MI N FROM COLBERT.
 DN0022'1.8 MI. N. OF ON M-K-T RAILROAD, BOLT SET IN NORTH END OF EAST
 DN0022'HEADWALL OF CONCRETE OVERPASS OVER DIRT ROAD, 2300 FEET (13 TELEGRAPH
 DN0022'POLES) SOUTH OF MILEPOLE 651.  (SEE VOL. 20 PP. 40 AND 48.  ALSO DESC.
 DN0022'OF MKT 43).
 DN0022
 DN0022                          STATION RECOVERY (1934)
 DN0022
 DN0022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0022'RECOVERED IN GOOD CONDITION.
 DN0022
 DN0022                          STATION RECOVERY (1986)
 DN0022
 DN0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0266 ***********************************************************************
 EL0266  DESIGNATION -  44
 EL0266  PID         -  EL0266
 EL0266  STATE/COUNTY-  OK/PONTOTOC
 EL0266  COUNTRY     -  US
 EL0266  USGS QUAD   -  VANOSS (2018)
 EL0266
 EL0266                         *CURRENT SURVEY CONTROL
 EL0266  ______________________________________________________________________
 EL0266* NAD 83(1986) POSITION- 34 45 21.     (N) 096 45 01.     (W)   SCALED
 EL0266* NAVD 88 ORTHO HEIGHT -   279.18  (+/-2cm)      915.9   (feet) VERTCON3
 EL0266  ______________________________________________________________________
 EL0266  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 EL0266  VERT ORDER      -  ? (See Below)
 EL0266
 EL0266.The horizontal coordinates were scaled from a map and have
 EL0266.an estimated accuracy of +/- 6 seconds.
 EL0266
 EL0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0266
 EL0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0266.GEOID18 height accuracy estimate available here.
 EL0266
 EL0266.The vertical order pertains to the NGVD 29 superseded value.
 EL0266
 EL0266.Click photographs - Photos may exist for this station.
 EL0266
 EL0266;                    North         East    Units  Estimated Accuracy
 EL0266;SPC OK S     -   158,500.      714,410.      MT  (+/- 180 meters Scaled)
 EL0266
 EL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD059482(NAD 83)
 EL0266
 EL0266                          SUPERSEDED SURVEY CONTROL
 EL0266
 EL0266  NGVD 29 (??/??/92)  279.092  (m)          915.65   (f) ADJ UNCH       
 EL0266
 EL0266.Superseded values are not recommended for survey control.
 EL0266
 EL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0266.See file dsdata.pdf to determine how the superseded data were derived.
 EL0266
 EL0266_MARKER: B = BOLT
 EL0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0266+STABILITY: SURFACE MOTION
 EL0266
 EL0266  HISTORY     - Date     Condition        Report By
 EL0266  HISTORY     - UNK      MONUMENTED
 EL0266  HISTORY     - 1934     GOOD             CGS
 EL0266
 EL0266                          STATION DESCRIPTION
 EL0266
 EL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0266'3.5 MI W FROM ADA JUNCTION.
 EL0266'3.5 MILES WEST OF A.T. AND S.F. RR DEPOT, ADA JUNCTION ABOUT
 EL0266'45 FEET NORTH OF THE NEAREST TRAIL OF THE ATCHISON, TOPEKA AND
 EL0266'SANTA FE RAILROAD, MILEPOST 44.  CHAINING STATION 2300 X 00.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0378 ***********************************************************************
 FJ0378  DESIGNATION -  44
 FJ0378  PID         -  FJ0378
 FJ0378  STATE/COUNTY-  OK/OKLAHOMA
 FJ0378  COUNTRY     -  US
 FJ0378  USGS QUAD   -  CHOCTAW (2018)
 FJ0378
 FJ0378                         *CURRENT SURVEY CONTROL
 FJ0378  ______________________________________________________________________
 FJ0378* NAD 83(1986) POSITION- 35 26 28.     (N) 097 21 10.     (W)   SCALED
 FJ0378* NAVD 88 ORTHO HEIGHT -   386.586 (meters)     1268.32  (feet) ADJUSTED
 FJ0378  ______________________________________________________________________
 FJ0378  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 FJ0378  DYNAMIC HEIGHT  -        386.217 (meters)     1267.11  (feet) COMP
 FJ0378  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 FJ0378
 FJ0378  VERT ORDER      -  SECOND    CLASS 0
 FJ0378
 FJ0378.The horizontal coordinates were scaled from a map and have
 FJ0378.an estimated accuracy of +/- 6 seconds.
 FJ0378
 FJ0378.The orthometric height was determined by differential leveling and
 FJ0378.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0378.in August 1994.
 FJ0378
 FJ0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0378.GEOID18 height accuracy estimate available here.
 FJ0378
 FJ0378.Click photographs - Photos may exist for this station.
 FJ0378
 FJ0378.The dynamic height is computed by dividing the NAVD 88
 FJ0378.geopotential number by the normal gravity value computed on the
 FJ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0378.degrees latitude (g = 980.6199 gals.).
 FJ0378
 FJ0378.The modeled gravity was interpolated from observed gravity values.
 FJ0378
 FJ0378;                    North         East    Units  Estimated Accuracy
 FJ0378;SPC OK N     -    49,140.      658,770.      MT  (+/- 180 meters Scaled)
 FJ0378
 FJ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE495232(NAD 83)
 FJ0378
 FJ0378                          SUPERSEDED SURVEY CONTROL
 FJ0378
 FJ0378  NAVD 88 (06/15/91)  386.647  (m)         1268.52   (f) SUPERSEDED  2 0
 FJ0378  NGVD 29 (??/??/92)  386.504  (m)         1268.06   (f) ADJ UNCH    2 0
 FJ0378
 FJ0378.Superseded values are not recommended for survey control.
 FJ0378
 FJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0378.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0378
 FJ0378_MARKER: P = PIPE CAP
 FJ0378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0378_STAMPING: 1267 OKLA NO 44
 FJ0378_MARK LOGO: USGS
 FJ0378_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0378
 FJ0378  HISTORY     - Date     Condition        Report By
 FJ0378  HISTORY     - 1907     MONUMENTED       USGS
 FJ0378  HISTORY     - 1934     GOOD             CGS
 FJ0378  HISTORY     - 20010901 MARK NOT FOUND   INDIV
 FJ0378
 FJ0378                          STATION DESCRIPTION
 FJ0378
 FJ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0378'AT MARION.
 FJ0378'AT MARION, OKLAHOMA COUNTY, 0.1 MILE EAST ALONG THE OKLAHOMA
 FJ0378'CITY-ADA-ATOKA RAILWAY FROM THE STATION SIGN, AT A COUNTY-ROAD
 FJ0378'CROSSING, 98.1 FEET NORTH OF THE CENTERLINE OF THE TRACK, 31
 FJ0378'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2.8 FEET SOUTH
 FJ0378'OF A FENCE PARALLELING THE TRACK.  A UNITED STATES GEOLOGICAL
 FJ0378'SURVEY STANDARD CAP, STAMPED 1267 44 AND RIVETED ON THE TOP
 FJ0378'OF A 3-1/2 INCH IRON PIPE.
 FJ0378
 FJ0378                          STATION RECOVERY (2001)
 FJ0378
 FJ0378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0378'SECTION OF TRACK EAST OF POST ROAD HAS BEEN REMOVED AND THE AREA
 FJ0378'EXTENSIVELY REGRADED. NO TRACE OF THIS MARK COULD BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0023 ***********************************************************************
 DN0023  DESIGNATION -  45
 DN0023  PID         -  DN0023
 DN0023  STATE/COUNTY-  OK/BRYAN
 DN0023  COUNTRY     -  US
 DN0023  USGS QUAD   -  DURANT SOUTH (2018)
 DN0023
 DN0023                         *CURRENT SURVEY CONTROL
 DN0023  ______________________________________________________________________
 DN0023* NAD 83(1986) POSITION- 33 52 44.     (N) 096 28 29.     (W)   SCALED
 DN0023* NAVD 88 ORTHO HEIGHT -   203.771 (meters)      668.54  (feet) POSTED
 DN0023  ______________________________________________________________________
 DN0023  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 DN0023  DYNAMIC HEIGHT  -        203.55  (meters)      667.8   (feet) COMP
 DN0023  MODELED GRAVITY -    979,573.0   (mgal)                       NAVD 88
 DN0023
 DN0023  VERT ORDER      -  * POSTED, SEE BELOW
 DN0023
 DN0023.The horizontal coordinates were scaled from a map and have
 DN0023.an estimated accuracy of +/- 6 seconds.
 DN0023
 DN0023.The orthometric height was determined by differential leveling
 DN0023.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0023
 DN0023.* This is a POSTED BENCH MARK height.
 DN0023
 DN0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0023.GEOID18 height accuracy estimate available here.
 DN0023
 DN0023.Click photographs - Photos may exist for this station.
 DN0023
 DN0023.The dynamic height is computed by dividing the NAVD 88
 DN0023.geopotential number by the normal gravity value computed on the
 DN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0023.degrees latitude (g = 980.6199 gals.).
 DN0023
 DN0023.The modeled gravity was interpolated from observed gravity values.
 DN0023
 DN0023;                    North         East    Units  Estimated Accuracy
 DN0023;SPC OK S     -    61,580.      741,110.      MT  (+/- 180 meters Scaled)
 DN0023
 DN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC335515(NAD 83)
 DN0023
 DN0023                          SUPERSEDED SURVEY CONTROL
 DN0023
 DN0023  NGVD 29 (??/??/92)  203.721  (m)          668.37   (f) ADJ UNCH    1 2
 DN0023
 DN0023.Superseded values are not recommended for survey control.
 DN0023
 DN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0023.See file dsdata.pdf to determine how the superseded data were derived.
 DN0023
 DN0023_MARKER: S = SPIKE
 DN0023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0023_SP_SET: CULVERT HEADWALL
 DN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0023+STABILITY: SURFACE MOTION
 DN0023
 DN0023  HISTORY     - Date     Condition        Report By
 DN0023  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0023  HISTORY     - 1933     GOOD             CGS
 DN0023  HISTORY     - 1934     GOOD             CGS
 DN0023  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0023
 DN0023                          STATION DESCRIPTION
 DN0023
 DN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0023'2.3 MI N FROM COLBERT.
 DN0023'2.3 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, SPIKE SET IN SOUTH
 DN0023'END OF WEST HEADWALL OF CONCRETE CULVERT UNDER R.R., ABOUT 300 FEET (1
 DN0023'1/2 TELEGRAPH POLES) NORTH OF MILE POLE 651.
 DN0023
 DN0023                          STATION RECOVERY (1934)
 DN0023
 DN0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0023'RECOVERED IN GOOD CONDITION.
 DN0023
 DN0023                          STATION RECOVERY (1986)
 DN0023
 DN0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FL0113 ***********************************************************************
 FL0113  DESIGNATION -  45
 FL0113  PID         -  FL0113
 FL0113  STATE/COUNTY-  OK/BECKHAM
 FL0113  COUNTRY     -  US
 FL0113  USGS QUAD   -  FULLER (2019)
 FL0113
 FL0113                         *CURRENT SURVEY CONTROL
 FL0113  ______________________________________________________________________
 FL0113* NAD 83(1986) POSITION- 35 13 22.     (N) 100 00 01.     (W)   SCALED
 FL0113* NAVD 88 ORTHO HEIGHT -   651.711 (meters)     2138.16  (feet) ADJUSTED
 FL0113  ______________________________________________________________________
 FL0113  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 FL0113  DYNAMIC HEIGHT  -        651.048 (meters)     2135.98  (feet) COMP
 FL0113  MODELED GRAVITY -    979,594.5   (mgal)                       NAVD 88
 FL0113
 FL0113  VERT ORDER      -  FIRST     CLASS II
 FL0113
 FL0113.The horizontal coordinates were scaled from a map and have
 FL0113.an estimated accuracy of +/- 6 seconds.
 FL0113
 FL0113.The orthometric height was determined by differential leveling and
 FL0113.adjusted by the NATIONAL GEODETIC SURVEY
 FL0113.in June 1991.
 FL0113
 FL0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FL0113.GEOID18 height accuracy estimate available here.
 FL0113
 FL0113.Click photographs - Photos may exist for this station.
 FL0113
 FL0113.The dynamic height is computed by dividing the NAVD 88
 FL0113.geopotential number by the normal gravity value computed on the
 FL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0113.degrees latitude (g = 980.6199 gals.).
 FL0113
 FL0113.The modeled gravity was interpolated from observed gravity values.
 FL0113
 FL0113;                    North         East    Units  Estimated Accuracy
 FL0113;SPC OK S     -   211,390.      417,910.      MT  (+/- 180 meters Scaled)
 FL0113
 FL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD089982(NAD 83)
 FL0113
 FL0113                          SUPERSEDED SURVEY CONTROL
 FL0113
 FL0113  NGVD 29 (??/??/92)  651.470  (m)         2137.36   (f) ADJ UNCH    1 2
 FL0113
 FL0113.Superseded values are not recommended for survey control.
 FL0113
 FL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0113.See file dsdata.pdf to determine how the superseded data were derived.
 FL0113
 FL0113_MARKER: DU = BOUNDARY MARKER
 FL0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0113_STAMPING: 1927 45 3069
 FL0113_MARK LOGO: USSC
 FL0113_PROJECTION: PROJECTING 37 CENTIMETERS
 FL0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0113+STABILITY: SURFACE MOTION
 FL0113
 FL0113  HISTORY     - Date     Condition        Report By
 FL0113  HISTORY     - 1927     MONUMENTED       USSC
 FL0113  HISTORY     - 1953     GOOD             CGS
 FL0113  HISTORY     - 1958     MARK NOT FOUND   USGS
 FL0113
 FL0113                          STATION DESCRIPTION
 FL0113
 FL0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0113'0.55 MI W FROM TEXOLA.
 FL0113'0.45 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0113'FROM THE STATION AT TEXOLA, THENCE 0.1 MILE SOUTH ALONG A COUNTY ROAD,
 FL0113'68 FEET WEST OF THE CENTER LINE OF A ROAD, 42.6 FEET NORTH OF THE
 FL0113'CENTER LINE OF U.S. HIGHWAY 66, 36.4 FEET EAST OF THE SOUTHEAST CORNER
 FL0113'OF THE HEADWALL OF A CONCRETE CULVERT, 3.5 FEET SOUTHWEST OF A 14 INCH
 FL0113'ELM TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.2 FEET
 FL0113'ABOVE THE GROUND.
 FL0113
 FL0113                          STATION RECOVERY (1958)
 FL0113
 FL0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FL0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0277 ***********************************************************************
 EL0277  DESIGNATION -  45
 EL0277  PID         -  EL0277
 EL0277  STATE/COUNTY-  OK/PONTOTOC
 EL0277  COUNTRY     -  US
 EL0277  USGS QUAD   -  STONEWALL (2018)
 EL0277
 EL0277                         *CURRENT SURVEY CONTROL
 EL0277  ______________________________________________________________________
 EL0277* NAD 83(1986) POSITION- 34 37 55.     (N) 096 33 24.     (W)   SCALED
 EL0277* NAVD 88 ORTHO HEIGHT -   210.305 (meters)      689.98  (feet) ADJUSTED
 EL0277  ______________________________________________________________________
 EL0277  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 EL0277  DYNAMIC HEIGHT  -        210.099 (meters)      689.30  (feet) COMP
 EL0277  MODELED GRAVITY -    979,652.0   (mgal)                       NAVD 88
 EL0277
 EL0277  VERT ORDER      -  SECOND    CLASS 0
 EL0277
 EL0277.The horizontal coordinates were scaled from a map and have
 EL0277.an estimated accuracy of +/- 6 seconds.
 EL0277
 EL0277.The orthometric height was determined by differential leveling and
 EL0277.adjusted by the NATIONAL GEODETIC SURVEY
 EL0277.in June 1991.
 EL0277
 EL0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0277.GEOID18 height accuracy estimate available here.
 EL0277
 EL0277.Click photographs - Photos may exist for this station.
 EL0277
 EL0277.The dynamic height is computed by dividing the NAVD 88
 EL0277.geopotential number by the normal gravity value computed on the
 EL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0277.degrees latitude (g = 980.6199 gals.).
 EL0277
 EL0277.The modeled gravity was interpolated from observed gravity values.
 EL0277
 EL0277;                    North         East    Units  Estimated Accuracy
 EL0277;SPC OK S     -   144,990.      732,330.      MT  (+/- 180 meters Scaled)
 EL0277
 EL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD239349(NAD 83)
 EL0277
 EL0277                          SUPERSEDED SURVEY CONTROL
 EL0277
 EL0277  NGVD 29 (??/??/92)  210.228  (m)          689.72   (f) ADJ UNCH    2 0
 EL0277
 EL0277.Superseded values are not recommended for survey control.
 EL0277
 EL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0277.See file dsdata.pdf to determine how the superseded data were derived.
 EL0277
 EL0277_MARKER: B = BOLT
 EL0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0277_SP_SET: CULVERT
 EL0277_STAMPING: RR-45 1934
 EL0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0277
 EL0277  HISTORY     - Date     Condition        Report By
 EL0277  HISTORY     - UNK      MONUMENTED
 EL0277  HISTORY     - 1934     GOOD             CGS
 EL0277
 EL0277                          STATION DESCRIPTION
 EL0277
 EL0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0277'1.6 MI NW FROM STONEWALL.
 EL0277'1.6 MILES NORTHWEST OF A-T AND SF RR. STATION AT STONEWALL
 EL0277'IN THE NORTHEAST CORNER OF A RAILROAD CULVERT 25D.  2 1/2 POLES
 EL0277'EAST OF MILE POST 26.  25 FEET NORTH OF THE NEAREST RAIL OF
 EL0277'ATCHISON-TOPEKA AND SANTA FE RAILWAY TRACK.  8 FEET BELOW THE
 EL0277'LEVEL OF THE TRACK.  ATCHISON-TOPEKA AND SANTA FE RAILROAD
 EL0277'BENCH-MARK, CONSISTING OF AN IRON BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0320 ***********************************************************************
 GJ0320  DESIGNATION -  450=400
 GJ0320  PID         -  GJ0320
 GJ0320  STATE/COUNTY-  OK/ELLIS
 GJ0320  COUNTRY     -  US
 GJ0320  USGS QUAD   -  FARGO SW (2018)
 GJ0320
 GJ0320                         *CURRENT SURVEY CONTROL
 GJ0320  ______________________________________________________________________
 GJ0320* NAD 83(1986) POSITION- 36 21 57.     (N) 099 39 01.     (W)   SCALED
 GJ0320* NAVD 88 ORTHO HEIGHT -   640.025 (meters)     2099.82  (feet) ADJUSTED
 GJ0320  ______________________________________________________________________
 GJ0320  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0320  DYNAMIC HEIGHT  -        639.393 (meters)     2097.74  (feet) COMP
 GJ0320  MODELED GRAVITY -    979,624.1   (mgal)                       NAVD 88
 GJ0320
 GJ0320  VERT ORDER      -  FIRST     CLASS II
 GJ0320
 GJ0320.The horizontal coordinates were scaled from a map and have
 GJ0320.an estimated accuracy of +/- 6 seconds.
 GJ0320
 GJ0320.The orthometric height was determined by differential leveling and
 GJ0320.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0320.in June 1991.
 GJ0320
 GJ0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0320.GEOID18 height accuracy estimate available here.
 GJ0320
 GJ0320.Click photographs - Photos may exist for this station.
 GJ0320
 GJ0320.The dynamic height is computed by dividing the NAVD 88
 GJ0320.geopotential number by the normal gravity value computed on the
 GJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0320.degrees latitude (g = 980.6199 gals.).
 GJ0320
 GJ0320.The modeled gravity was interpolated from observed gravity values.
 GJ0320
 GJ0320;                    North         East    Units  Estimated Accuracy
 GJ0320;SPC OK N     -   152,800.      451,910.      MT  (+/- 180 meters Scaled)
 GJ0320
 GJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF416247(NAD 83)
 GJ0320
 GJ0320                          SUPERSEDED SURVEY CONTROL
 GJ0320
 GJ0320  NGVD 29 (??/??/92)  639.749  (m)         2098.91   (f) ADJ UNCH    1 2
 GJ0320
 GJ0320.Superseded values are not recommended for survey control.
 GJ0320
 GJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0320.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0320
 GJ0320_MARKER: B = BOLT
 GJ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0320+STABILITY: SURFACE MOTION
 GJ0320
 GJ0320  HISTORY     - Date     Condition        Report By
 GJ0320  HISTORY     - UNK      MONUMENTED
 GJ0320  HISTORY     - 1934     GOOD             CGS
 GJ0320
 GJ0320                          STATION DESCRIPTION
 GJ0320
 GJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0320'1.7 MI SW FROM FARGO.
 GJ0320'1.7 MILES SOUTHWEST OF AT AND SF DEPOT, AT FARGO 4 FEET WEST OF MILE
 GJ0320'POST. 400.  46 FEET SOUTH OF THE CENTERLINE OF ATCHISON TOPEKA
 GJ0320'AND SANTA FE RAILROAD.  4 FEET NORTH OF RAILROAD RIGHT-OF-WAY
 GJ0320'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0409 ***********************************************************************
 EK0409  DESIGNATION -  454.0
 EK0409  PID         -  EK0409
 EK0409  STATE/COUNTY-  OK/LE FLORE
 EK0409  COUNTRY     -  US
 EK0409  USGS QUAD   -  WISTER (2018)
 EK0409
 EK0409                         *CURRENT SURVEY CONTROL
 EK0409  ______________________________________________________________________
 EK0409* NAD 83(1986) POSITION- 34 57 45.     (N) 094 44 24.     (W)   SCALED
 EK0409* NAVD 88 ORTHO HEIGHT -   146.659 (meters)      481.16  (feet) ADJUSTED
 EK0409  ______________________________________________________________________
 EK0409  GEOID HEIGHT    -        -31.602 (meters)                     GEOID18
 EK0409  DYNAMIC HEIGHT  -        146.509 (meters)      480.67  (feet) COMP
 EK0409  MODELED GRAVITY -    979,613.0   (mgal)                       NAVD 88
 EK0409
 EK0409  VERT ORDER      -  SECOND    CLASS 0
 EK0409
 EK0409.The horizontal coordinates were scaled from a map and have
 EK0409.an estimated accuracy of +/- 6 seconds.
 EK0409
 EK0409.The orthometric height was determined by differential leveling and
 EK0409.adjusted by the NATIONAL GEODETIC SURVEY
 EK0409.in June 1991.
 EK0409
 EK0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0409.GEOID18 height accuracy estimate available here.
 EK0409
 EK0409.Click photographs - Photos may exist for this station.
 EK0409
 EK0409.The dynamic height is computed by dividing the NAVD 88
 EK0409.geopotential number by the normal gravity value computed on the
 EK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0409.degrees latitude (g = 980.6199 gals.).
 EK0409
 EK0409.The modeled gravity was interpolated from observed gravity values.
 EK0409
 EK0409;                    North         East    Units  Estimated Accuracy
 EK0409;SPC OK S     -   185,520.      897,670.      MT  (+/- 180 meters Scaled)
 EK0409
 EK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU411702(NAD 83)
 EK0409
 EK0409                          SUPERSEDED SURVEY CONTROL
 EK0409
 EK0409  NGVD 29 (??/??/92)  146.556  (m)          480.83   (f) ADJ UNCH    2 0
 EK0409
 EK0409.Superseded values are not recommended for survey control.
 EK0409
 EK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0409.See file dsdata.pdf to determine how the superseded data were derived.
 EK0409
 EK0409_MARKER: B = BOLT
 EK0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0409_SP_SET: BRIDGE
 EK0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0409
 EK0409  HISTORY     - Date     Condition        Report By
 EK0409  HISTORY     - UNK      MONUMENTED       SLSFRR
 EK0409  HISTORY     - 1934     GOOD             CGS
 EK0409
 EK0409                          STATION DESCRIPTION
 EK0409
 EK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0409'0.7 MI S FROM WISTER.
 EK0409'0.7 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0409'THE STATION AT WISTER, LE FLORE COUNTY, AND IN THE TOP OF THE
 EK0409'SOUTHEAST CORNER OF BRIDGE 454.0.  THE TOP OF A BOLT HEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0025 ***********************************************************************
 DN0025  DESIGNATION -  46
 DN0025  PID         -  DN0025
 DN0025  STATE/COUNTY-  OK/BRYAN
 DN0025  COUNTRY     -  US
 DN0025  USGS QUAD   -  DURANT SOUTH (2018)
 DN0025
 DN0025                         *CURRENT SURVEY CONTROL
 DN0025  ______________________________________________________________________
 DN0025* NAD 83(1986) POSITION- 33 53 04.     (N) 096 28 10.     (W)   SCALED
 DN0025* NAVD 88 ORTHO HEIGHT -   209.903 (meters)      688.66  (feet) POSTED
 DN0025  ______________________________________________________________________
 DN0025  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 DN0025  DYNAMIC HEIGHT  -        209.68  (meters)      687.9   (feet) COMP
 DN0025  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DN0025
 DN0025  VERT ORDER      -  * POSTED, SEE BELOW
 DN0025
 DN0025.The horizontal coordinates were scaled from a map and have
 DN0025.an estimated accuracy of +/- 6 seconds.
 DN0025
 DN0025.The orthometric height was determined by differential leveling
 DN0025.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0025
 DN0025.* This is a POSTED BENCH MARK height.
 DN0025
 DN0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0025.GEOID18 height accuracy estimate available here.
 DN0025
 DN0025.Click photographs - Photos may exist for this station.
 DN0025
 DN0025.The dynamic height is computed by dividing the NAVD 88
 DN0025.geopotential number by the normal gravity value computed on the
 DN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0025.degrees latitude (g = 980.6199 gals.).
 DN0025
 DN0025.The modeled gravity was interpolated from observed gravity values.
 DN0025
 DN0025;                    North         East    Units  Estimated Accuracy
 DN0025;SPC OK S     -    62,210.      741,590.      MT  (+/- 180 meters Scaled)
 DN0025
 DN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC340522(NAD 83)
 DN0025
 DN0025                          SUPERSEDED SURVEY CONTROL
 DN0025
 DN0025  NGVD 29 (??/??/92)  209.851  (m)          688.49   (f) ADJ UNCH    1 2
 DN0025
 DN0025.Superseded values are not recommended for survey control.
 DN0025
 DN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0025.See file dsdata.pdf to determine how the superseded data were derived.
 DN0025
 DN0025_MARKER: B = BOLT
 DN0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0025_SP_SET: CULVERT HEADWALL
 DN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0025+STABILITY: SURFACE MOTION
 DN0025
 DN0025  HISTORY     - Date     Condition        Report By
 DN0025  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0025  HISTORY     - 1933     GOOD             CGS
 DN0025  HISTORY     - 1934     GOOD             CGS
 DN0025  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0025
 DN0025                          STATION DESCRIPTION
 DN0025
 DN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0025'2.7 MI N FROM COLBERT.
 DN0025'2.7 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, A BOLT SET IN THE
 DN0025'SOUTHWEST CORNER OF THE WEST HEADWALL OF CONCRETE CULVERT, ABOUT 3000
 DN0025'FEET (17 TELEGRAPH POLES) NORTH OF MILE POLE 651.
 DN0025
 DN0025                          STATION RECOVERY (1934)
 DN0025
 DN0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0025'RECOVERED IN GOOD CONDITION.
 DN0025
 DN0025                          STATION RECOVERY (1986)
 DN0025
 DN0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0263 ***********************************************************************
 EL0263  DESIGNATION -  46
 EL0263  PID         -  EL0263
 EL0263  STATE/COUNTY-  OK/PONTOTOC
 EL0263  COUNTRY     -  US
 EL0263  USGS QUAD   -  VANOSS (2018)
 EL0263
 EL0263                         *CURRENT SURVEY CONTROL
 EL0263  ______________________________________________________________________
 EL0263* NAD 83(1986) POSITION- 34 45 16.     (N) 096 47 03.     (W)   SCALED
 EL0263* NAVD 88 ORTHO HEIGHT -   284.46  (+/-2cm)      933.3   (feet) VERTCON3
 EL0263  ______________________________________________________________________
 EL0263  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 EL0263  VERT ORDER      -  ? (See Below)
 EL0263
 EL0263.The horizontal coordinates were scaled from a map and have
 EL0263.an estimated accuracy of +/- 6 seconds.
 EL0263
 EL0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0263
 EL0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0263.GEOID18 height accuracy estimate available here.
 EL0263
 EL0263.The vertical order pertains to the NGVD 29 superseded value.
 EL0263
 EL0263.Click photographs - Photos may exist for this station.
 EL0263
 EL0263;                    North         East    Units  Estimated Accuracy
 EL0263;SPC OK S     -   158,310.      711,310.      MT  (+/- 180 meters Scaled)
 EL0263
 EL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD028480(NAD 83)
 EL0263
 EL0263                          SUPERSEDED SURVEY CONTROL
 EL0263
 EL0263  NGVD 29 (??/??/92)  284.371  (m)          932.97   (f) ADJ UNCH       
 EL0263
 EL0263.Superseded values are not recommended for survey control.
 EL0263
 EL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0263.See file dsdata.pdf to determine how the superseded data were derived.
 EL0263
 EL0263_MARKER: B = BOLT
 EL0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0263+STABILITY: SURFACE MOTION
 EL0263
 EL0263  HISTORY     - Date     Condition        Report By
 EL0263  HISTORY     - UNK      MONUMENTED
 EL0263  HISTORY     - 1934     GOOD             CGS
 EL0263
 EL0263                          STATION DESCRIPTION
 EL0263
 EL0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0263'5.5 MI E FROM VANOSS.
 EL0263'5.5 MILES EAST OF VANOSS A.T. AND S.F. DEPOT ABOUT 44 FEET NORTH
 EL0263'OF THE NEAREST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 EL0263'MILEPOST 46.  CHAINING STATION 2421 X 19.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0026 ***********************************************************************
 DN0026  DESIGNATION -  47
 DN0026  PID         -  DN0026
 DN0026  STATE/COUNTY-  OK/BRYAN
 DN0026  COUNTRY     -  US
 DN0026  USGS QUAD   -  DURANT SOUTH (2018)
 DN0026
 DN0026                         *CURRENT SURVEY CONTROL
 DN0026  ______________________________________________________________________
 DN0026* NAD 83(1986) POSITION- 33 53 23.     (N) 096 27 52.     (W)   SCALED
 DN0026* NAVD 88 ORTHO HEIGHT -   212.562 (meters)      697.38  (feet) POSTED
 DN0026  ______________________________________________________________________
 DN0026  GEOID HEIGHT    -        -26.545 (meters)                     GEOID18
 DN0026  DYNAMIC HEIGHT  -        212.34  (meters)      696.7   (feet) COMP
 DN0026  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DN0026
 DN0026  VERT ORDER      -  * POSTED, SEE BELOW
 DN0026
 DN0026.The horizontal coordinates were scaled from a map and have
 DN0026.an estimated accuracy of +/- 6 seconds.
 DN0026
 DN0026.The orthometric height was determined by differential leveling
 DN0026.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0026
 DN0026.* This is a POSTED BENCH MARK height.
 DN0026
 DN0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0026.GEOID18 height accuracy estimate available here.
 DN0026
 DN0026.Click photographs - Photos may exist for this station.
 DN0026
 DN0026.The dynamic height is computed by dividing the NAVD 88
 DN0026.geopotential number by the normal gravity value computed on the
 DN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0026.degrees latitude (g = 980.6199 gals.).
 DN0026
 DN0026.The modeled gravity was interpolated from observed gravity values.
 DN0026
 DN0026;                    North         East    Units  Estimated Accuracy
 DN0026;SPC OK S     -    62,800.      742,040.      MT  (+/- 180 meters Scaled)
 DN0026
 DN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC344528(NAD 83)
 DN0026
 DN0026                          SUPERSEDED SURVEY CONTROL
 DN0026
 DN0026  NGVD 29 (??/??/92)  212.507  (m)          697.20   (f) ADJ UNCH    1 2
 DN0026
 DN0026.Superseded values are not recommended for survey control.
 DN0026
 DN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0026.See file dsdata.pdf to determine how the superseded data were derived.
 DN0026
 DN0026_MARKER: S = SPIKE
 DN0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0026_SP_SET: CULVERT HEADWALL
 DN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0026+STABILITY: SURFACE MOTION
 DN0026
 DN0026  HISTORY     - Date     Condition        Report By
 DN0026  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0026  HISTORY     - 1933     GOOD             CGS
 DN0026  HISTORY     - 1934     GOOD             CGS
 DN0026  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0026
 DN0026                          STATION DESCRIPTION
 DN0026
 DN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0026'3.2 MI N FROM COLBERT.
 DN0026'3.2 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, A RAILROAD SPIKE SET
 DN0026'IN THE SOUTH END OF THE WEST HEADWALL OF CONCRETE CULVERT,
 DN0026'APPROXIMATELY 100 FEET SOUTH OF MILE POLE 650.
 DN0026
 DN0026                          STATION RECOVERY (1934)
 DN0026
 DN0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0026'RECOVERED IN GOOD CONDITION.
 DN0026
 DN0026                          STATION RECOVERY (1986)
 DN0026
 DN0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0560 ***********************************************************************
 EK0560  DESIGNATION -  476.086
 EK0560  PID         -  EK0560
 EK0560  STATE/COUNTY-  OK/PUSHMATAHA
 EK0560  COUNTRY     -  US
 EK0560  USGS QUAD   -  MOYERS (2019)
 EK0560
 EK0560                         *CURRENT SURVEY CONTROL
 EK0560  ______________________________________________________________________
 EK0560* NAD 83(1986) POSITION- 34 16 09.     (N) 095 37 46.     (W)   SCALED
 EK0560* NAVD 88 ORTHO HEIGHT -   142.620 (meters)      467.91  (feet) ADJUSTED
 EK0560  ______________________________________________________________________
 EK0560  GEOID HEIGHT    -        -30.216 (meters)                     GEOID18
 EK0560  DYNAMIC HEIGHT  -        142.464 (meters)      467.40  (feet) COMP
 EK0560  MODELED GRAVITY -    979,547.5   (mgal)                       NAVD 88
 EK0560
 EK0560  VERT ORDER      -  SECOND    CLASS 0
 EK0560
 EK0560.The horizontal coordinates were scaled from a map and have
 EK0560.an estimated accuracy of +/- 6 seconds.
 EK0560
 EK0560.The orthometric height was determined by differential leveling and
 EK0560.adjusted by the NATIONAL GEODETIC SURVEY
 EK0560.in June 1991.
 EK0560
 EK0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0560.GEOID18 height accuracy estimate available here.
 EK0560
 EK0560.Click photographs - Photos may exist for this station.
 EK0560
 EK0560.The dynamic height is computed by dividing the NAVD 88
 EK0560.geopotential number by the normal gravity value computed on the
 EK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0560.degrees latitude (g = 980.6199 gals.).
 EK0560
 EK0560.The modeled gravity was interpolated from observed gravity values.
 EK0560
 EK0560;                    North         East    Units  Estimated Accuracy
 EK0560;SPC OK S     -   106,370.      818,280.      MT  (+/- 180 meters Scaled)
 EK0560
 EK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT579951(NAD 83)
 EK0560
 EK0560                          SUPERSEDED SURVEY CONTROL
 EK0560
 EK0560  NGVD 29 (??/??/92)  142.536  (m)          467.64   (f) ADJ UNCH    2 0
 EK0560
 EK0560.Superseded values are not recommended for survey control.
 EK0560
 EK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0560.See file dsdata.pdf to determine how the superseded data were derived.
 EK0560
 EK0560_MARKER: N = NAIL
 EK0560_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 EK0560_SP_SET: RED OAK TREE
 EK0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0560
 EK0560  HISTORY     - Date     Condition        Report By
 EK0560  HISTORY     - UNK      MONUMENTED       USGS
 EK0560  HISTORY     - 1934     GOOD             CGS
 EK0560
 EK0560                          STATION DESCRIPTION
 EK0560
 EK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0560'2.8 MI N FROM ANTLERS.
 EK0560'2.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0560'THE STATION AT ANTLERS, PUSHMATAHA COUNTY, ABOUT 0.3 MILE SOUTH
 EK0560'OF DAVENPORT, OPPOSITE MILEPOST 539, ABOUT 100 FEET EAST OF THE
 EK0560'TRACK, AND IN A 15-INCH RED OAK TREE.  A UNITED STATES
 EK0560'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0027 ***********************************************************************
 DN0027  DESIGNATION -  48
 DN0027  PID         -  DN0027
 DN0027  STATE/COUNTY-  OK/BRYAN
 DN0027  COUNTRY     -  US
 DN0027  USGS QUAD   -  DURANT SOUTH (2018)
 DN0027
 DN0027                         *CURRENT SURVEY CONTROL
 DN0027  ______________________________________________________________________
 DN0027* NAD 83(1986) POSITION- 33 53 32.     (N) 096 27 43.     (W)   SCALED
 DN0027* NAVD 88 ORTHO HEIGHT -   215.022 (meters)      705.45  (feet) POSTED
 DN0027  ______________________________________________________________________
 DN0027  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DN0027  DYNAMIC HEIGHT  -        214.79  (meters)      704.7   (feet) COMP
 DN0027  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DN0027
 DN0027  VERT ORDER      -  * POSTED, SEE BELOW
 DN0027
 DN0027.The horizontal coordinates were scaled from a map and have
 DN0027.an estimated accuracy of +/- 6 seconds.
 DN0027
 DN0027.The orthometric height was determined by differential leveling
 DN0027.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0027
 DN0027.* This is a POSTED BENCH MARK height.
 DN0027
 DN0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0027.GEOID18 height accuracy estimate available here.
 DN0027
 DN0027.Click photographs - Photos may exist for this station.
 DN0027
 DN0027.The dynamic height is computed by dividing the NAVD 88
 DN0027.geopotential number by the normal gravity value computed on the
 DN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0027.degrees latitude (g = 980.6199 gals.).
 DN0027
 DN0027.The modeled gravity was interpolated from observed gravity values.
 DN0027
 DN0027;                    North         East    Units  Estimated Accuracy
 DN0027;SPC OK S     -    63,080.      742,270.      MT  (+/- 180 meters Scaled)
 DN0027
 DN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC347531(NAD 83)
 DN0027
 DN0027                          SUPERSEDED SURVEY CONTROL
 DN0027
 DN0027  NGVD 29 (??/??/92)  214.965  (m)          705.26   (f) ADJ UNCH    1 2
 DN0027
 DN0027.Superseded values are not recommended for survey control.
 DN0027
 DN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0027.See file dsdata.pdf to determine how the superseded data were derived.
 DN0027
 DN0027_MARKER: S = SPIKE
 DN0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0027_SP_SET: CULVERT HEADWALL
 DN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0027+STABILITY: SURFACE MOTION
 DN0027
 DN0027  HISTORY     - Date     Condition        Report By
 DN0027  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0027  HISTORY     - 1933     GOOD             CGS
 DN0027  HISTORY     - 1934     GOOD             CGS
 DN0027  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0027
 DN0027                          STATION DESCRIPTION
 DN0027
 DN0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0027'3.3 MI N FROM COLBERT.
 DN0027'3.3 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, A RAILROAD SPIKE SET
 DN0027'IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT ABOUT 1100
 DN0027'FEET (6 TELEGRAPH POLES) NORTH OF MILE POLE 650.
 DN0027
 DN0027                          STATION RECOVERY (1934)
 DN0027
 DN0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0027'RECOVERED IN GOOD CONDITION.
 DN0027
 DN0027                          STATION RECOVERY (1986)
 DN0027
 DN0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0625 ***********************************************************************
 FJ0625  DESIGNATION -  48 23 A 27 TT
 FJ0625  PID         -  FJ0625
 FJ0625  STATE/COUNTY-  OK/OKLAHOMA
 FJ0625  COUNTRY     -  US
 FJ0625  USGS QUAD   -  BRITTON (2018)
 FJ0625
 FJ0625                         *CURRENT SURVEY CONTROL
 FJ0625  ______________________________________________________________________
 FJ0625* NAD 83(1986) POSITION- 35 33 57.     (N) 097 31 51.     (W)   SCALED
 FJ0625* NAVD 88 ORTHO HEIGHT -   372.418 (meters)     1221.84  (feet) ADJUSTED
 FJ0625  ______________________________________________________________________
 FJ0625  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 FJ0625  DYNAMIC HEIGHT  -        372.065 (meters)     1220.68  (feet) COMP
 FJ0625  MODELED GRAVITY -    979,675.8   (mgal)                       NAVD 88
 FJ0625
 FJ0625  VERT ORDER      -  SECOND    CLASS 0
 FJ0625
 FJ0625.The horizontal coordinates were scaled from a map and have
 FJ0625.an estimated accuracy of +/- 6 seconds.
 FJ0625
 FJ0625.The orthometric height was determined by differential leveling and
 FJ0625.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0625.in August 1994.
 FJ0625
 FJ0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0625.GEOID18 height accuracy estimate available here.
 FJ0625
 FJ0625.Click photographs - Photos may exist for this station.
 FJ0625
 FJ0625.The dynamic height is computed by dividing the NAVD 88
 FJ0625.geopotential number by the normal gravity value computed on the
 FJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0625.degrees latitude (g = 980.6199 gals.).
 FJ0625
 FJ0625.The modeled gravity was interpolated from observed gravity values.
 FJ0625
 FJ0625;                    North         East    Units  Estimated Accuracy
 FJ0625;SPC OK N     -    62,880.      642,530.      MT  (+/- 180 meters Scaled)
 FJ0625
 FJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE331367(NAD 83)
 FJ0625
 FJ0625                          SUPERSEDED SURVEY CONTROL
 FJ0625
 FJ0625  NAVD 88 (06/15/91)  372.473  (m)         1222.02   (f) SUPERSEDED  2 0
 FJ0625  NGVD 29 (??/??/92)  372.341  (m)         1221.59   (f) ADJ UNCH    2 0
 FJ0625
 FJ0625.Superseded values are not recommended for survey control.
 FJ0625
 FJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0625.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0625
 FJ0625_MARKER: P = PIPE CAP
 FJ0625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0625_STAMPING: 1222 NO 48 23 A 27 TT 1934
 FJ0625_MARK LOGO: USGS
 FJ0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0625
 FJ0625  HISTORY     - Date     Condition        Report By
 FJ0625  HISTORY     - 1934     MONUMENTED       USGS
 FJ0625  HISTORY     - 1936     GOOD             CGS
 FJ0625
 FJ0625                          STATION DESCRIPTION
 FJ0625
 FJ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FJ0625'AT BRITTON.
 FJ0625'AT BRITTON, OKLAHOMA COUNTY, 400 FEET SOUTHEAST ALONG THE
 FJ0625'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION, IN THE
 FJ0625'SW 1/4 SECTION 28, T 13 N, R 3 W, AT THE CROSSING OF U.S.
 FJ0625'HIGHWAY 66, 58.7 FEET EAST OF THE CENTERLINE OF THE TRACK,
 FJ0625'33.2 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 66, 40.3
 FJ0625'FEET WEST OF THE DAVIS BAKERY IN 1934, AND 1.6 FEET SOUTH OF A
 FJ0625'SIDEWALK.  A USGS STANDARD CAP, STAMPED 1222 NO 48 23 A 27 TT
 FJ0625'1934 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0301 ***********************************************************************
 FH0301  DESIGNATION -  481.56
 FH0301  PID         -  FH0301
 FH0301  STATE/COUNTY-  OK/SEQUOYAH
 FH0301  COUNTRY     -  US
 FH0301  USGS QUAD   -  MULDROW SW (2018)
 FH0301
 FH0301                         *CURRENT SURVEY CONTROL
 FH0301  ______________________________________________________________________
 FH0301* NAD 83(1986) POSITION- 35 22 29.     (N) 094 40 25.     (W)   SCALED
 FH0301* NAVD 88 ORTHO HEIGHT -   147.405 (meters)      483.61  (feet) ADJUSTED
 FH0301  ______________________________________________________________________
 FH0301  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 FH0301  DYNAMIC HEIGHT  -        147.265 (meters)      483.15  (feet) COMP
 FH0301  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 FH0301
 FH0301  VERT ORDER      -  SECOND    CLASS 0
 FH0301
 FH0301.The horizontal coordinates were scaled from a map and have
 FH0301.an estimated accuracy of +/- 6 seconds.
 FH0301
 FH0301.The orthometric height was determined by differential leveling and
 FH0301.adjusted by the NATIONAL GEODETIC SURVEY
 FH0301.in June 1991.
 FH0301
 FH0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0301.GEOID18 height accuracy estimate available here.
 FH0301
 FH0301.Click photographs - Photos may exist for this station.
 FH0301
 FH0301.The dynamic height is computed by dividing the NAVD 88
 FH0301.geopotential number by the normal gravity value computed on the
 FH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0301.degrees latitude (g = 980.6199 gals.).
 FH0301
 FH0301.The modeled gravity was interpolated from observed gravity values.
 FH0301
 FH0301;                    North         East    Units  Estimated Accuracy
 FH0301;SPC OK N     -    46,760.      902,220.      MT  (+/- 180 meters Scaled)
 FH0301
 FH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV479158(NAD 83)
 FH0301
 FH0301                          SUPERSEDED SURVEY CONTROL
 FH0301
 FH0301  NGVD 29 (??/??/92)  147.318  (m)          483.33   (f) ADJ UNCH    2 0
 FH0301
 FH0301.Superseded values are not recommended for survey control.
 FH0301
 FH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0301.See file dsdata.pdf to determine how the superseded data were derived.
 FH0301
 FH0301_MARKER: P = PIPE CAP
 FH0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0301_MARK LOGO: USGS
 FH0301_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0301
 FH0301  HISTORY     - Date     Condition        Report By
 FH0301  HISTORY     - UNK      MONUMENTED       USGS
 FH0301  HISTORY     - 1940     GOOD             CGS
 FH0301
 FH0301                          STATION DESCRIPTION
 FH0301
 FH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0301'1.4 MI SE FROM GANA.
 FH0301'ABOUT 1.4 MILES SOUTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY
 FH0301'FROM THE STATION AT GANA, SEQUOYAH COUNTY, ABOUT 142 FEET SOUTH
 FH0301'OF THE CENTER LINE OF THE TRACK, ABOUT 99 FEET NORTHEAST OF A FARM
 FH0301'WELL, 36 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, AND
 FH0301'36 FEET SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER THE
 FH0301'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0028 ***********************************************************************
 DN0028  DESIGNATION -  49
 DN0028  PID         -  DN0028
 DN0028  STATE/COUNTY-  OK/BRYAN
 DN0028  COUNTRY     -  US
 DN0028  USGS QUAD   -  DURANT SOUTH (2018)
 DN0028
 DN0028                         *CURRENT SURVEY CONTROL
 DN0028  ______________________________________________________________________
 DN0028* NAD 83(1986) POSITION- 33 53 47.     (N) 096 27 29.     (W)   SCALED
 DN0028* NAVD 88 ORTHO HEIGHT -   214.774 (meters)      704.64  (feet) POSTED
 DN0028  ______________________________________________________________________
 DN0028  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 DN0028  DYNAMIC HEIGHT  -        214.55  (meters)      703.9   (feet) COMP
 DN0028  MODELED GRAVITY -    979,573.2   (mgal)                       NAVD 88
 DN0028
 DN0028  VERT ORDER      -  * POSTED, SEE BELOW
 DN0028
 DN0028.The horizontal coordinates were scaled from a map and have
 DN0028.an estimated accuracy of +/- 6 seconds.
 DN0028
 DN0028.The orthometric height was determined by differential leveling
 DN0028.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0028
 DN0028.* This is a POSTED BENCH MARK height.
 DN0028
 DN0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0028.GEOID18 height accuracy estimate available here.
 DN0028
 DN0028.Click photographs - Photos may exist for this station.
 DN0028
 DN0028.The dynamic height is computed by dividing the NAVD 88
 DN0028.geopotential number by the normal gravity value computed on the
 DN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0028.degrees latitude (g = 980.6199 gals.).
 DN0028
 DN0028.The modeled gravity was interpolated from observed gravity values.
 DN0028
 DN0028;                    North         East    Units  Estimated Accuracy
 DN0028;SPC OK S     -    63,550.      742,620.      MT  (+/- 180 meters Scaled)
 DN0028
 DN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC350535(NAD 83)
 DN0028
 DN0028                          SUPERSEDED SURVEY CONTROL
 DN0028
 DN0028  NGVD 29 (??/??/92)  214.714  (m)          704.44   (f) ADJ UNCH    1 2
 DN0028
 DN0028.Superseded values are not recommended for survey control.
 DN0028
 DN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0028.See file dsdata.pdf to determine how the superseded data were derived.
 DN0028
 DN0028_MARKER: B = BOLT
 DN0028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0028_SP_SET: CULVERT HEADWALL
 DN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0028+STABILITY: SURFACE MOTION
 DN0028
 DN0028  HISTORY     - Date     Condition        Report By
 DN0028  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0028  HISTORY     - 1933     GOOD             CGS
 DN0028  HISTORY     - 1934     GOOD             CGS
 DN0028  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0028
 DN0028                          STATION DESCRIPTION
 DN0028
 DN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0028'3.0 MI S FROM CALERA.
 DN0028'3.0 MILES SOUTH OF CALERA ON THE M-K-T RAILROAD, A TRACK BOLT SET IN
 DN0028'THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 DN0028'RAILROAD, ABOUT 3250 FEET (18 1/2 TELEGRAPH POLES NORTH OF MILE POLE
 DN0028'650).
 DN0028
 DN0028                          STATION RECOVERY (1934)
 DN0028
 DN0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0028'RECOVERED IN GOOD CONDITION.
 DN0028
 DN0028                          STATION RECOVERY (1986)
 DN0028
 DN0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0261 ***********************************************************************
 EL0261  DESIGNATION -  49
 EL0261  PID         -  EL0261
 EL0261  STATE/COUNTY-  OK/PONTOTOC
 EL0261  COUNTRY     -  US
 EL0261  USGS QUAD   -  VANOSS (2018)
 EL0261
 EL0261                         *CURRENT SURVEY CONTROL
 EL0261  ______________________________________________________________________
 EL0261* NAD 83(1986) POSITION- 34 46 26.     (N) 096 49 53.     (W)   SCALED
 EL0261* NAVD 88 ORTHO HEIGHT -   292.51  (+/-2cm)      959.7   (feet) VERTCON3
 EL0261  ______________________________________________________________________
 EL0261  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 EL0261  VERT ORDER      -  ? (See Below)
 EL0261
 EL0261.The horizontal coordinates were scaled from a map and have
 EL0261.an estimated accuracy of +/- 6 seconds.
 EL0261
 EL0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0261
 EL0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0261.GEOID18 height accuracy estimate available here.
 EL0261
 EL0261.The vertical order pertains to the NGVD 29 superseded value.
 EL0261
 EL0261.Click photographs - Photos may exist for this station.
 EL0261
 EL0261;                    North         East    Units  Estimated Accuracy
 EL0261;SPC OK S     -   160,410.      706,960.      MT  (+/- 180 meters Scaled)
 EL0261
 EL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD984501(NAD 83)
 EL0261
 EL0261                          SUPERSEDED SURVEY CONTROL
 EL0261
 EL0261  NGVD 29 (??/??/92)  292.420  (m)          959.38   (f) ADJ UNCH       
 EL0261
 EL0261.Superseded values are not recommended for survey control.
 EL0261
 EL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0261.See file dsdata.pdf to determine how the superseded data were derived.
 EL0261
 EL0261_MARKER: B = BOLT
 EL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0261+STABILITY: SURFACE MOTION
 EL0261
 EL0261  HISTORY     - Date     Condition        Report By
 EL0261  HISTORY     - UNK      MONUMENTED
 EL0261  HISTORY     - 1934     GOOD             CGS
 EL0261
 EL0261                          STATION DESCRIPTION
 EL0261
 EL0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0261'2.4 MI E FROM VANOSS.
 EL0261'ABOUT 46 FEET NORTH OF THE NEAREST RAIL OF THE ATCHISON, AND
 EL0261'TOPEKA AND SANTA FE RAILROAD TRACK, MILEPOST 49.  CHAINING
 EL0261'STATION 2636 X 31.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0628 ***********************************************************************
 FJ0628  DESIGNATION -  49
 FJ0628  PID         -  FJ0628
 FJ0628  STATE/COUNTY-  OK/OKLAHOMA
 FJ0628  COUNTRY     -  US
 FJ0628  USGS QUAD   -  BRITTON (2018)
 FJ0628
 FJ0628                         *CURRENT SURVEY CONTROL
 FJ0628  ______________________________________________________________________
 FJ0628* NAD 83(1986) POSITION- 35 35 37.     (N) 097 30 48.     (W)   SCALED
 FJ0628* NAVD 88 ORTHO HEIGHT -   356.083 (meters)     1168.25  (feet) ADJUSTED
 FJ0628  ______________________________________________________________________
 FJ0628  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 FJ0628  DYNAMIC HEIGHT  -        355.746 (meters)     1167.14  (feet) COMP
 FJ0628  MODELED GRAVITY -    979,678.7   (mgal)                       NAVD 88
 FJ0628
 FJ0628  VERT ORDER      -  SECOND    CLASS 0
 FJ0628
 FJ0628.The horizontal coordinates were scaled from a map and have
 FJ0628.an estimated accuracy of +/- 6 seconds.
 FJ0628
 FJ0628.The orthometric height was determined by differential leveling and
 FJ0628.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0628.in August 1994.
 FJ0628
 FJ0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0628.GEOID18 height accuracy estimate available here.
 FJ0628
 FJ0628.Click photographs - Photos may exist for this station.
 FJ0628
 FJ0628.The dynamic height is computed by dividing the NAVD 88
 FJ0628.geopotential number by the normal gravity value computed on the
 FJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0628.degrees latitude (g = 980.6199 gals.).
 FJ0628
 FJ0628.The modeled gravity was interpolated from observed gravity values.
 FJ0628
 FJ0628;                    North         East    Units  Estimated Accuracy
 FJ0628;SPC OK N     -    65,970.      644,100.      MT  (+/- 180 meters Scaled)
 FJ0628
 FJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE346398(NAD 83)
 FJ0628
 FJ0628                          SUPERSEDED SURVEY CONTROL
 FJ0628
 FJ0628  NAVD 88 (06/15/91)  356.131  (m)         1168.41   (f) SUPERSEDED  2 0
 FJ0628  NGVD 29 (??/??/92)  355.999  (m)         1167.97   (f) ADJ UNCH    2 0
 FJ0628
 FJ0628.Superseded values are not recommended for survey control.
 FJ0628
 FJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0628.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0628
 FJ0628_MARKER: P = PIPE CAP
 FJ0628_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0628_STAMPING: 1168 NO 49
 FJ0628_MARK LOGO: USGS
 FJ0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0628
 FJ0628  HISTORY     - Date     Condition        Report By
 FJ0628  HISTORY     - 1905     MONUMENTED       USGS
 FJ0628  HISTORY     - 1934     GOOD             CGS
 FJ0628  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0628
 FJ0628                          STATION DESCRIPTION
 FJ0628
 FJ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0628'2.1 MI N FROM BRITTON.
 FJ0628'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0628'FROM THE STATION AT BRITTON, ABOUT 1500 FEET NORTH OF MILEPOST
 FJ0628'375, 150 FEET NORTH OF A ROAD CROSSING, 65 FEET NORTHWEST OF THE
 FJ0628'CENTERLINE OF THE TRACK, 24 FEET EAST OF THE CENTERLINE OF THE
 FJ0628'ROAD, AND 1 FOOT WEST OF A FENCE.  A USGS STANDARD CAP, STAMPED
 FJ0628'1168 NO 49 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FJ0628
 FJ0628                          STATION RECOVERY (2022)
 FJ0628
 FJ0628'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0628'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1426 ***********************************************************************
 GL1426  DESIGNATION -  4972
 GL1426  PID         -  GL1426
 GL1426  STATE/COUNTY-  OK/CIMARRON
 GL1426  COUNTRY     -  US
 GL1426  USGS QUAD   -  KENTON (2018)
 GL1426
 GL1426                         *CURRENT SURVEY CONTROL
 GL1426  ______________________________________________________________________
 GL1426* NAD 83(1993) POSITION- 36 55 54.77773(N) 102 59 52.23388(W)   NO CHECK
 GL1426* NAVD 88 ORTHO HEIGHT -  1516.5   (meters)     4975.    (feet) VERTCON3
 GL1426  ______________________________________________________________________
 GL1426  GEOID HEIGHT    -        -22.341 (meters)                     GEOID18
 GL1426  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 GL1426  HORZ ORDER      -  THIRD
 GL1426  VERT ORDER      -  THIRD ? (See Below)
 GL1426
 GL1426.The horizontal coordinates were established by classical geodetic methods
 GL1426.and adjusted by the National Geodetic Survey in November 1994.
 GL1426
 GL1426.No horizontal observational check was made to the station.
 GL1426
 GL1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1426
 GL1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1426.GEOID18 height accuracy estimate available here.
 GL1426
 GL1426.The vertical order pertains to the NGVD 29 superseded value.
 GL1426
 GL1426.Click photographs - Photos may exist for this station.
 GL1426
 GL1426.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1426
 GL1426. The following values were computed from the NAD 83(1993) position.
 GL1426
 GL1426;                    North         East     Units Scale Factor Converg.
 GL1426;SPC OK N     -   225,816.765   154,918.492   MT  1.00003432   -2 56 58.1
 GL1426;SPC OK N     -   740,867.17    508,261.75   sFT  1.00003432   -2 56 58.1
 GL1426;UTM  13      - 4,089,188.378   678,313.045   MT  0.99999171   +1 12 12.0
 GL1426
 GL1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1426!SPC OK N     -   0.99976558  x   1.00003432  =   0.99979989
 GL1426!UTM  13      -   0.99976558  x   0.99999171  =   0.99975729
 GL1426
 GL1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7831389188(NAD 83)
 GL1426
 GL1426                          SUPERSEDED SURVEY CONTROL
 GL1426
 GL1426  NAD 83(1992)-  36 55 54.77978(N)    102 59 52.24439(W) AD(       ) 3
 GL1426  NAD 83(1986)-  36 55 54.78714(N)    102 59 52.22912(W) AD(       ) 3
 GL1426  NAD 27      -  36 55 54.71552(N)    102 59 50.49884(W) AD(       ) 3
 GL1426
 GL1426.Superseded values are not recommended for survey control.
 GL1426
 GL1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1426.See file dsdata.pdf to determine how the superseded data were derived.
 GL1426
 GL1426_MARKER: DB = BENCH MARK DISK
 GL1426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GL1426+WITH SETTING: PAVEMENT
 GL1426_SP_SET: BASE
 GL1426_STAMPING: 4972.97
 GL1426_MARK LOGO: OKDH
 GL1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1426+STABILITY: SURFACE MOTION
 GL1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1426+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 GL1426
 GL1426  HISTORY     - Date     Condition        Report By
 GL1426  HISTORY     - UNK      MONUMENTED       OKDH
 GL1426  HISTORY     - 1966     GOOD             USGS
 GL1426  HISTORY     - 20041014 GOOD             GEOCAC
 GL1426
 GL1426                          STATION DESCRIPTION
 GL1426
 GL1426'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL1426'IN CIMARRON COUNTY, ON BLACK MESA, 5.2 MI S. OF COLORADO - OKLAHOMA
 GL1426'STATE LINE.  1299 FT E. OF NEW MEXICO - OKLAHOMA STATE LINE.  SET IN
 GL1426'CONCRETE, ON OKLAHOMA HIGHWAY DEPARTMENT STANDARD BRONZE CAP MONUMENT
 GL1426'WHICH IS A 3 1/4 - IN. DIAMETER TABLET ON A 30 - IN. LONG, 2 - IN.
 GL1426'DIAMETER STEM, STAMPED---STATE OF OKLAHOMA, ELEVATION 4972.97 FT.---
 GL1426'(THIS MARK IS NOW SET HORIZONTALLY IN S. SIDE CENTER OF 6 FT SQUARE
 GL1426'CONCRETE BASE OF GRANITE PEDESTAL, WITH 2 FT. SQUARE CROSS - SECTION
 GL1426'AND 10 FT HIGH.  THE MARK IS 1.0 FT S. OF S. FACE OF GRANITE PEDESTAL
 GL1426'AND 1.0 FT N. OF S. EDGE OF CONCRETE BASE).
 GL1426
 GL1426                          STATION RECOVERY (2004)
 GL1426
 GL1426'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 GL1426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0737 ***********************************************************************
 EL0737  DESIGNATION -  4B 35
 EL0737  PID         -  EL0737
 EL0737  STATE/COUNTY-  OK/BRYAN
 EL0737  COUNTRY     -  US
 EL0737  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0737
 EL0737                         *CURRENT SURVEY CONTROL
 EL0737  ______________________________________________________________________
 EL0737* NAD 83(1993) POSITION- 34 06 42.25581(N) 096 01 50.79309(W)   ADJUSTED
 EL0737* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 EL0737  ______________________________________________________________________
 EL0737  GEOID HEIGHT    -        -27.780 (meters)                     GEOID18
 EL0737  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC18
 EL0737  HORZ ORDER      -  SECOND
 EL0737
 EL0737.The horizontal coordinates were established by classical geodetic methods
 EL0737.and adjusted by the National Geodetic Survey in November 1994.
 EL0737
 EL0737.The orthometric height was scaled from a topographic map.
 EL0737
 EL0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0737.GEOID18 height accuracy estimate available here.
 EL0737
 EL0737.Click photographs - Photos may exist for this station.
 EL0737
 EL0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0737
 EL0737. The following values were computed from the NAD 83(1993) position.
 EL0737
 EL0737;                    North         East     Units Scale Factor Converg.
 EL0737;SPC OK S     -    88,115.527   781,670.773   MT  0.99996972   +1 07 04.0
 EL0737;SPC OK S     -   289,092.36  2,564,531.53   sFT  0.99996972   +1 07 04.0
 EL0737;UTM  14      - 3,778,527.430   773,887.700   MT  1.00052481   +1 39 58.3
 EL0737;UTM  15      - 3,778,694.360   220,432.677   MT  1.00056357   -1 42 02.8
 EL0737
 EL0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0737!SPC OK S     -   0.99996730  x   0.99996972  =   0.99993702
 EL0737!UTM  14      -   0.99996730  x   1.00052481  =   1.00049210
 EL0737!UTM  15      -   0.99996730  x   1.00056357  =   1.00053085
 EL0737
 EL0737:                Primary Azimuth Mark                     Grid Az
 EL0737:SPC OK S     -  4B 35 AZ MK                              182 35 10.0
 EL0737:UTM  14      -  4B 35 AZ MK                              182 02 15.7
 EL0737:UTM  15      -  4B 35 AZ MK                              185 24 16.8
 EL0737
 EL0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7388778527(NAD 83)
 EL0737
 EL0737|---------------------------------------------------------------------|
 EL0737| PID    Reference Object                     Distance      Geod. Az  |
 EL0737|                                                           dddmmss.s |
 EL0737| CX9048 4B 35 RM 1                            8.933 METERS 09112     |
 EL0737| CX9049 4B 35 RM 2                           18.318 METERS 15832     |
 EL0737| CX9047 4B 35 AZ MK                                        1834214.0 |
 EL0737|---------------------------------------------------------------------|
 EL0737
 EL0737                          SUPERSEDED SURVEY CONTROL
 EL0737
 EL0737  NAD 83(1986)-  34 06 42.26176(N)    096 01 50.78508(W) AD(       ) 2
 EL0737  NAD 27      -  34 06 41.91920(N)    096 01 49.84310(W) AD(       ) 2
 EL0737
 EL0737.Superseded values are not recommended for survey control.
 EL0737
 EL0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0737.See file dsdata.pdf to determine how the superseded data were derived.
 EL0737
 EL0737_MARKER: DD = SURVEY DISK
 EL0737_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0737_STAMPING: 4-B-35 3 1934
 EL0737_MARK LOGO: CGS+SS
 EL0737_PROJECTION: PROJECTING 8 CENTIMETERS
 EL0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0737
 EL0737  HISTORY     - Date     Condition        Report By
 EL0737  HISTORY     - 1934     MONUMENTED       OKGS
 EL0737  HISTORY     - 1935     GOOD             CGS
 EL0737  HISTORY     - 1955     GOOD             CGS
 EL0737
 EL0737                          STATION DESCRIPTION
 EL0737
 EL0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EL0737'STATION IS ABOUT 6 MILES N OF BENNINGTON, 11-1/2 MILES NW
 EL0737'OF BOSWELL, IN THE NE 1/4 OF SEC. 22, T 5 S, R 12 E, AT
 EL0737'THE PEAK OF WHAT IS KNOWN AS SUGARLOAF MOUNTAIN.  THE LAND
 EL0737'IS OWNED BY AMOS K. BASS OF DURANT.  U.S.G.S. SUGARLOAF 2
 EL0737'WAS LOCATED ON THIS SAME PEAK BUT NO TRACE OF THE STATION
 EL0737'WAS FOUND.  THE STATION IS AT THE HIGHEST POINT ON THE MOUNTAIN
 EL0737'AND ABOUT 200 YARDS S OF DIRT ROAD WHICH RUNS DIRECTLY W
 EL0737'OF CADDO.
 EL0737'
 EL0737'THE STATION MARK IS A STANDARD U.S.C. AND G.S. AND STATE
 EL0737'SURVEY DISK SET IN CONCRETE POST.  THE MARK PROJECTS 3 INCHES.
 EL0737'
 EL0737'UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 EL0737'DISKS SET IN CONCRETE.
 EL0737'
 EL0737'REFERENCE MARK NO. 1, 1935 IS E OF THE STATION.  THE MARK
 EL0737'PROJECTS 6 INCHES.
 EL0737'
 EL0737'REFERENCE MARK NO. 2, 1935 IS S OF THE STATION.  IT IS A
 EL0737'STANDARD BRONZE DISK SET IN CONCRETE IN DEPRESSION OF LARGE BOULDER,
 EL0737'WHICH IS LARGEST OF GROUP OF BOULDERS.
 EL0737'
 EL0737'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 55.68 FEET.
 EL0737'
 EL0737'4B 34-1934 (AZIMUTH MARK) IS S OF THE STATION ABOUT 1.5 MILES,
 EL0737'AT SE CORNER OF FIELD.  THIS FIELD IS ON THE W SIDE OF LOT
 EL0737'WHERE A SCHOOL BUILDING ONCE STOOD.  THE BUILDING HAS BURNED
 EL0737'DOWN.  THE MARK IS A STANDARD U.S.C. AND G.S. STATE SURVEY
 EL0737'DISK SET IN CONCRETE POST.  THE MARK IS 4 FEET NW OF GATE
 EL0737'POST AT FENCE CORNER.
 EL0737'
 EL0737'TO REACH FROM 4B 35.  GO E 1.3 MILES TO T-INTERSECTION, THENCE
 EL0737'S 1.5 MILES TO T-INTERSECTION.  GO W 1.4 MILES TO 4B 34 AT
 EL0737'FENCE CORNER.
 EL0737'
 EL0737'TO REACH STATION FROM CADDO.  GO E ON DIRT ROAD FROM POINT
 EL0737'AT N EDGE OF TOWN WHERE U.S. HIGHWAY 75 TURNS SHARPLY E.
 EL0737'FOLLOW MAIN-TRAVELED DIRT ROAD DIRECTLY E 13.15 MILES TO
 EL0737'SUGARLOAF MOUNTAIN AND STATION AT ITS PEAK 200 YARDS S.
 EL0737'
 EL0737'ALL LIGHTS ARE VISIBLE FROM GROUND.
 EL0737'
 EL0737'HEIGHT OF LIGHT ABOVE STATION MARK - 8 FEET.
 EL0737
 EL0737                          STATION RECOVERY (1955)
 EL0737
 EL0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0737'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 EL0737'CONDITION.  REFERENCE MARK NUMBER 2 HAS BEEN BATTERED AND
 EL0737'THE STAMPING IS BARELY LEGIBLE.  IT STILL SETS SOLID IN THE
 EL0737'ROCK SO IT WAS REINFORCED WITH CEMENT.  A COMPLETE DESCRIPTION
 EL0737'FOLLOWS.
 EL0737'
 EL0737'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES EAST OF CADDO,
 EL0737'11-1/2 MILES NORTHWEST OF BOSWELL, 200 YARDS SOUTH OF A GRADED
 EL0737'ROAD THAT RUNS DIRECTLY EAST FROM CADDO AND ON THE HIGHEST
 EL0737'POINT OF SUGARLOAF MOUNTAIN.
 EL0737'
 EL0737'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF THE
 EL0737'MAIN STREET IN CADDO AND U.S. HIGHWAY 75, GO EAST ON A GRADED
 EL0737'ROAD FOR 13.0 MILES TO A GATE ON THE RIGHT.  THIS IS ABOUT
 EL0737'1/2 MILE WEST OF THE STATION HILL.  TURN RIGHT THROUGH THE GATE
 EL0737'AND FOLLOW A TRACK ROAD EASTERLY FOR 0.5 MILE TO THE SUMMIT
 EL0737'OF THE MOUNTAIN AND THE STATION.
 EL0737'
 EL0737'STATION MARK, STAMPED 4-B-35 3 1934, IS AN OKLAHOMA GEODETIC
 EL0737'SURVEY DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 EL0737'POST THAT PROJECTS 2 INCHES.
 EL0737'
 EL0737'REFERENCE MARK NUMBER 1, STAMPED 4 B 35 NO 1 1935, IS A
 EL0737'STANDARD USC AND GS DISK SET IN THE TOP OF A 12 INCH SQUARE
 EL0737'CONCRETE POST THAT PROJECTS 6 INCHES AND IS 5 FEET LOWER THAN
 EL0737'THE STATION.
 EL0737'
 EL0737'REFERENCE MARK NUMBER 2, STAMPED 4 B 35 NO 2 1935, IS A
 EL0737'STANDARD USC AND GS DISK WEDGED IN A DRILL HOLE IN A DEPRESSION
 EL0737'IN A BOULDER 6 FEET BY 4 FEET AND PROJECTING 3 FEET.  IT IS
 EL0737'3 FEET LOWER THAN THE STATION.
 EL0737'
 EL0737'4 B 34 (KGS) 1934, WHICH IS USED FOR THE AZIMUTH MARK. IS
 EL0737'AN OKLAHOMA GEODETIC SURVEY DISK SET IN THE TOP OF AN 8
 EL0737'INCH SQUARE CONCRETE POST THAT PROJECTS 2 FEET.  IT IS STAMPED
 EL0737'4 B 34 1934.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 EL0737'EAST FROM THE GATE FOR 1.7 MILES.  TURN RIGHT, SOUTH, AND
 EL0737'GO 1.4 MILES.  TURN RIGHT, WEST, AND GO 1.0 MILE TO WHERE
 EL0737'THE ROAD TURNS SOUTH.  FROM HERE THE AZIMUTH MARK IS 0.4 MILE
 EL0737'WEST ON AN OLD UNUSED ROAD WHICH WILL HAVE TO BE WALKED UNLESS
 EL0737'YOU DRIVE THROUGH THE FIELDS WITH THE PERMISSION OF THE MAN
 EL0737'WHO LIVES IN THE HOUSE AT THE END OF TRUCK TRAVEL.  THE
 EL0737'AZIMUTH MARK IS 3.0 FEET NORTHWEST OF A NORTH CORNER POST
 EL0737'OF A GATE, 2.0 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 EL0737'100 FEET SOUTHWEST OF AN OLD WELL OR CISTERN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0305 ***********************************************************************
 FJ0305  DESIGNATION -  5
 FJ0305  PID         -  FJ0305
 FJ0305  STATE/COUNTY-  OK/LOGAN
 FJ0305  COUNTRY     -  US
 FJ0305  USGS QUAD   -  LANGSTON (2018)
 FJ0305
 FJ0305                         *CURRENT SURVEY CONTROL
 FJ0305  ______________________________________________________________________
 FJ0305* NAD 83(1986) POSITION- 35 58 20.     (N) 097 16 46.     (W)   SCALED
 FJ0305* NAVD 88 ORTHO HEIGHT -   267.595 (meters)      877.93  (feet) ADJUSTED
 FJ0305  ______________________________________________________________________
 FJ0305  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FJ0305  DYNAMIC HEIGHT  -        267.353 (meters)      877.14  (feet) COMP
 FJ0305  MODELED GRAVITY -    979,720.2   (mgal)                       NAVD 88
 FJ0305
 FJ0305  VERT ORDER      -  SECOND    CLASS 0
 FJ0305
 FJ0305.The horizontal coordinates were scaled from a map and have
 FJ0305.an estimated accuracy of +/- 6 seconds.
 FJ0305
 FJ0305.The orthometric height was determined by differential leveling and
 FJ0305.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0305.in June 1991.
 FJ0305
 FJ0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0305.GEOID18 height accuracy estimate available here.
 FJ0305
 FJ0305.Click photographs - Photos may exist for this station.
 FJ0305
 FJ0305.The dynamic height is computed by dividing the NAVD 88
 FJ0305.geopotential number by the normal gravity value computed on the
 FJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0305.degrees latitude (g = 980.6199 gals.).
 FJ0305
 FJ0305.The modeled gravity was interpolated from observed gravity values.
 FJ0305
 FJ0305;                    North         East    Units  Estimated Accuracy
 FJ0305;SPC OK N     -   108,110.      664,990.      MT  (+/- 180 meters Scaled)
 FJ0305
 FJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE551822(NAD 83)
 FJ0305
 FJ0305                          SUPERSEDED SURVEY CONTROL
 FJ0305
 FJ0305  NGVD 29 (??/??/92)  267.477  (m)          877.55   (f) ADJ UNCH    2 0
 FJ0305
 FJ0305.Superseded values are not recommended for survey control.
 FJ0305
 FJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0305.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0305
 FJ0305_MARKER: P = PIPE CAP
 FJ0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0305_STAMPING: 5 879 ADJ 1903
 FJ0305_MARK LOGO: USGS
 FJ0305_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0305
 FJ0305  HISTORY     - Date     Condition        Report By
 FJ0305  HISTORY     - 1905     MONUMENTED       USGS
 FJ0305
 FJ0305                          STATION DESCRIPTION
 FJ0305
 FJ0305'DESCRIBED BY US GEOLOGICAL SURVEY 1905 (ETK)
 FJ0305'2.9 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON
 FJ0305'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE, LOGAN
 FJ0305'COUNTY, 9.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF TRESTLE
 FJ0305'64 N, 10 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED, AND
 FJ0305'8.5 FEET EAST OF A NORTH-AND-SOUTH FENCE.  A UNITED STATES
 FJ0305'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5 879 1903 AND RIVETED
 FJ0305'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0213 ***********************************************************************
 EL0213  DESIGNATION -  5 929
 EL0213  PID         -  EL0213
 EL0213  STATE/COUNTY-  OK/MURRAY
 EL0213  COUNTRY     -  US
 EL0213  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0213
 EL0213                         *CURRENT SURVEY CONTROL
 EL0213  ______________________________________________________________________
 EL0213* NAD 83(1986) POSITION- 34 30 12.     (N) 096 58 20.     (W)   SCALED
 EL0213* NAVD 88 ORTHO HEIGHT -   283.479 (meters)      930.05  (feet) ADJUSTED
 EL0213  ______________________________________________________________________
 EL0213  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 EL0213  DYNAMIC HEIGHT  -        283.200 (meters)      929.13  (feet) COMP
 EL0213  MODELED GRAVITY -    979,644.6   (mgal)                       NAVD 88
 EL0213
 EL0213  VERT ORDER      -  SECOND    CLASS 0
 EL0213
 EL0213.The horizontal coordinates were scaled from a map and have
 EL0213.an estimated accuracy of +/- 6 seconds.
 EL0213
 EL0213.The orthometric height was determined by differential leveling and
 EL0213.adjusted by the NATIONAL GEODETIC SURVEY
 EL0213.in June 1991.
 EL0213
 EL0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0213.GEOID18 height accuracy estimate available here.
 EL0213
 EL0213.Click photographs - Photos may exist for this station.
 EL0213
 EL0213.The dynamic height is computed by dividing the NAVD 88
 EL0213.geopotential number by the normal gravity value computed on the
 EL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0213.degrees latitude (g = 980.6199 gals.).
 EL0213
 EL0213.The modeled gravity was interpolated from observed gravity values.
 EL0213
 EL0213;                    North         East    Units  Estimated Accuracy
 EL0213;SPC OK S     -   130,260.      694,380.      MT  (+/- 180 meters Scaled)
 EL0213
 EL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD861198(NAD 83)
 EL0213
 EL0213                          SUPERSEDED SURVEY CONTROL
 EL0213
 EL0213  NGVD 29 (??/??/92)  283.405  (m)          929.80   (f) ADJ UNCH    2 0
 EL0213
 EL0213.Superseded values are not recommended for survey control.
 EL0213
 EL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0213.See file dsdata.pdf to determine how the superseded data were derived.
 EL0213
 EL0213_MARKER: DB = BENCH MARK DISK
 EL0213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0213_SP_SET: BRIDGE ABUTMENT
 EL0213_STAMPING: 5-929 1908
 EL0213_MARK LOGO: USGS
 EL0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0213
 EL0213  HISTORY     - Date     Condition        Report By
 EL0213  HISTORY     - 1908     MONUMENTED       USGS
 EL0213  HISTORY     - 1934     GOOD             CGS
 EL0213  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0213
 EL0213                          STATION DESCRIPTION
 EL0213
 EL0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0213'3.7 MILES SOUTHWEST OF ST. L. AND S.F. RR. STATION AT SULPHUR
 EL0213'IN PLATT NATIONAL PARK, SET ON SOUTH ABUTMENT OF OLD FOOT BRIDGE
 EL0213'OVER ROCK CREEK.  AT EAST DOORWAY OF BROMIDE SPRINGS PAVILION.
 EL0213
 EL0213                          STATION RECOVERY (2018)
 EL0213
 EL0213'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0029 ***********************************************************************
 DN0029  DESIGNATION -  50
 DN0029  PID         -  DN0029
 DN0029  STATE/COUNTY-  OK/BRYAN
 DN0029  COUNTRY     -  US
 DN0029  USGS QUAD   -  DURANT SOUTH (2018)
 DN0029
 DN0029                         *CURRENT SURVEY CONTROL
 DN0029  ______________________________________________________________________
 DN0029* NAD 83(1986) POSITION- 33 54 26.     (N) 096 26 54.     (W)   SCALED
 DN0029* NAVD 88 ORTHO HEIGHT -   211.072 (meters)      692.49  (feet) POSTED
 DN0029  ______________________________________________________________________
 DN0029  GEOID HEIGHT    -        -26.559 (meters)                     GEOID18
 DN0029  DYNAMIC HEIGHT  -        210.85  (meters)      691.8   (feet) COMP
 DN0029  MODELED GRAVITY -    979,573.5   (mgal)                       NAVD 88
 DN0029
 DN0029  VERT ORDER      -  * POSTED, SEE BELOW
 DN0029
 DN0029.The horizontal coordinates were scaled from a map and have
 DN0029.an estimated accuracy of +/- 6 seconds.
 DN0029
 DN0029.The orthometric height was determined by differential leveling
 DN0029.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0029
 DN0029.* This is a POSTED BENCH MARK height.
 DN0029
 DN0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0029.GEOID18 height accuracy estimate available here.
 DN0029
 DN0029.Click photographs - Photos may exist for this station.
 DN0029
 DN0029.The dynamic height is computed by dividing the NAVD 88
 DN0029.geopotential number by the normal gravity value computed on the
 DN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0029.degrees latitude (g = 980.6199 gals.).
 DN0029
 DN0029.The modeled gravity was interpolated from observed gravity values.
 DN0029
 DN0029;                    North         East    Units  Estimated Accuracy
 DN0029;SPC OK S     -    64,760.      743,500.      MT  (+/- 180 meters Scaled)
 DN0029
 DN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC359548(NAD 83)
 DN0029
 DN0029                          SUPERSEDED SURVEY CONTROL
 DN0029
 DN0029  NGVD 29 (??/??/92)  211.007  (m)          692.28   (f) ADJ UNCH    1 2
 DN0029
 DN0029.Superseded values are not recommended for survey control.
 DN0029
 DN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0029.See file dsdata.pdf to determine how the superseded data were derived.
 DN0029
 DN0029_MARKER: B = BOLT
 DN0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0029_SP_SET: CULVERT HEADWALL
 DN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0029+STABILITY: SURFACE MOTION
 DN0029
 DN0029  HISTORY     - Date     Condition        Report By
 DN0029  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0029  HISTORY     - 1933     GOOD             CGS
 DN0029  HISTORY     - 1969     GOOD             CGS
 DN0029  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0029
 DN0029                          STATION DESCRIPTION
 DN0029
 DN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0029'2.1 MI S FROM CALERA.
 DN0029'2.1 MILES SOUTH OF CALERA ON THE M-K-T RAILROAD, A TRACK BOLT SET IN
 DN0029'THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 DN0029'RAILROAD, ONE HALF MILE SOUTH OF MILE POLE 648.  CULVERT ABOUT 100
 DN0029'FEET SOUTH OF RAILROAD CROSSING.
 DN0029
 DN0029                          STATION RECOVERY (1969)
 DN0029
 DN0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DN0029'RECOVERED IN GOOD CONDITION.
 DN0029
 DN0029                          STATION RECOVERY (1986)
 DN0029
 DN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0031 ***********************************************************************
 DN0031  DESIGNATION -  51
 DN0031  PID         -  DN0031
 DN0031  STATE/COUNTY-  OK/BRYAN
 DN0031  COUNTRY     -  US
 DN0031  USGS QUAD   -  DURANT SOUTH (2018)
 DN0031
 DN0031                         *CURRENT SURVEY CONTROL
 DN0031  ______________________________________________________________________
 DN0031* NAD 83(1986) POSITION- 33 56 09.     (N) 096 25 19.     (W)   SCALED
 DN0031* NAVD 88 ORTHO HEIGHT -   212.040 (meters)      695.67  (feet) POSTED
 DN0031  ______________________________________________________________________
 DN0031  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DN0031  DYNAMIC HEIGHT  -        211.82  (meters)      694.9   (feet) COMP
 DN0031  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 DN0031
 DN0031  VERT ORDER      -  * POSTED, SEE BELOW
 DN0031
 DN0031.The horizontal coordinates were scaled from a map and have
 DN0031.an estimated accuracy of +/- 6 seconds.
 DN0031
 DN0031.The orthometric height was determined by differential leveling
 DN0031.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0031
 DN0031.* This is a POSTED BENCH MARK height.
 DN0031
 DN0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0031.GEOID18 height accuracy estimate available here.
 DN0031
 DN0031.Click photographs - Photos may exist for this station.
 DN0031
 DN0031.The dynamic height is computed by dividing the NAVD 88
 DN0031.geopotential number by the normal gravity value computed on the
 DN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0031.degrees latitude (g = 980.6199 gals.).
 DN0031
 DN0031.The modeled gravity was interpolated from observed gravity values.
 DN0031
 DN0031;                    North         East    Units  Estimated Accuracy
 DN0031;SPC OK S     -    67,970.      745,890.      MT  (+/- 180 meters Scaled)
 DN0031
 DN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC382580(NAD 83)
 DN0031
 DN0031                          SUPERSEDED SURVEY CONTROL
 DN0031
 DN0031  NGVD 29 (??/??/92)  211.963  (m)          695.42   (f) ADJ UNCH    1 2
 DN0031
 DN0031.Superseded values are not recommended for survey control.
 DN0031
 DN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0031.See file dsdata.pdf to determine how the superseded data were derived.
 DN0031
 DN0031_MARKER: B = BOLT
 DN0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0031_SP_SET: CULVERT ABUTMENT
 DN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0031+STABILITY: SURFACE MOTION
 DN0031
 DN0031  HISTORY     - Date     Condition        Report By
 DN0031  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0031  HISTORY     - 1933     GOOD             CGS
 DN0031  HISTORY     - 1934     GOOD             CGS
 DN0031  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0031
 DN0031                          STATION DESCRIPTION
 DN0031
 DN0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0031'0.4 MI N FROM CALERA.
 DN0031'0.4 MILE NORTH OF CALERA ON THE M-K-T RAILROAD, A TRACK BOLT SET IN
 DN0031'THE WEST END OF THE SOUTH ABUTMENT OF CONCRETE CULVERT, ABOUT 600 FEET
 DN0031'(3 1/2 TELEGRAPH POLES) SOUTH OF MILE POLE 646.
 DN0031
 DN0031                          STATION RECOVERY (1934)
 DN0031
 DN0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0031'RECOVERED IN GOOD CONDITION.
 DN0031
 DN0031                          STATION RECOVERY (1986)
 DN0031
 DN0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0278 ***********************************************************************
 FJ0278  DESIGNATION -  51
 FJ0278  PID         -  FJ0278
 FJ0278  STATE/COUNTY-  OK/OKLAHOMA
 FJ0278  COUNTRY     -  US
 FJ0278  USGS QUAD   -  EDMOND (2018)
 FJ0278
 FJ0278                         *CURRENT SURVEY CONTROL
 FJ0278  ______________________________________________________________________
 FJ0278* NAD 83(1986) POSITION- 35 39 15.     (N) 097 28 59.     (W)   SCALED
 FJ0278* NAVD 88 ORTHO HEIGHT -   365.751 (meters)     1199.97  (feet) ADJUSTED
 FJ0278  ______________________________________________________________________
 FJ0278  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 FJ0278  DYNAMIC HEIGHT  -        365.408 (meters)     1198.84  (feet) COMP
 FJ0278  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 FJ0278
 FJ0278  VERT ORDER      -  SECOND    CLASS 0
 FJ0278
 FJ0278.The horizontal coordinates were scaled from a map and have
 FJ0278.an estimated accuracy of +/- 6 seconds.
 FJ0278
 FJ0278.The orthometric height was determined by differential leveling and
 FJ0278.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0278.in August 1994.
 FJ0278
 FJ0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0278.GEOID18 height accuracy estimate available here.
 FJ0278
 FJ0278.Click photographs - Photos may exist for this station.
 FJ0278
 FJ0278.The dynamic height is computed by dividing the NAVD 88
 FJ0278.geopotential number by the normal gravity value computed on the
 FJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0278.degrees latitude (g = 980.6199 gals.).
 FJ0278
 FJ0278.The modeled gravity was interpolated from observed gravity values.
 FJ0278
 FJ0278;                    North         East    Units  Estimated Accuracy
 FJ0278;SPC OK N     -    72,710.      646,810.      MT  (+/- 180 meters Scaled)
 FJ0278
 FJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE373466(NAD 83)
 FJ0278
 FJ0278                          SUPERSEDED SURVEY CONTROL
 FJ0278
 FJ0278  NAVD 88 (06/15/91)  365.783  (m)         1200.07   (f) SUPERSEDED  2 0
 FJ0278  NGVD 29 (??/??/92)  365.645  (m)         1199.62   (f) ADJ UNCH    2 0
 FJ0278
 FJ0278.Superseded values are not recommended for survey control.
 FJ0278
 FJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0278.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0278
 FJ0278_MARKER: P = PIPE CAP
 FJ0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0278_STAMPING: 1200 NO 51
 FJ0278_MARK LOGO: USGS
 FJ0278_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0278
 FJ0278  HISTORY     - Date     Condition        Report By
 FJ0278  HISTORY     - 1896     MONUMENTED       USGS
 FJ0278  HISTORY     - 1934     GOOD             CGS
 FJ0278  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0278
 FJ0278                          STATION DESCRIPTION
 FJ0278
 FJ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0278'AT EDMOND.
 FJ0278'AT EDMOND, OKLAHOMA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 FJ0278'RAILWAY, 375 FEET NORTH OF THE STATION, 93 FEET WEST OF THE WEST
 FJ0278'SIDE OF THE BUILDING OF THE LONG-BELLE LUMBER CO., 41.7 FEET
 FJ0278'EAST OF THE CENTERLINE OF THE EAST TRACK, 7.5 FEET NORTH OF THE
 FJ0278'NORTH SIDE OF THE FIRST STREET SIDEWALK, AND 2.8 FEET NORTHEAST
 FJ0278'OF A POLE.  A U.S.G.S. STANDARD CAP, STAMPED 1200 NO 51 AND
 FJ0278'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FJ0278
 FJ0278                          STATION RECOVERY (2022)
 FJ0278
 FJ0278'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0033 ***********************************************************************
 DN0033  DESIGNATION -  51 A
 DN0033  PID         -  DN0033
 DN0033  STATE/COUNTY-  OK/BRYAN
 DN0033  COUNTRY     -  US
 DN0033  USGS QUAD   -  DURANT SOUTH (2018)
 DN0033
 DN0033                         *CURRENT SURVEY CONTROL
 DN0033  ______________________________________________________________________
 DN0033* NAD 83(1986) POSITION- 33 56 31.     (N) 096 24 58.     (W)   SCALED
 DN0033* NAVD 88 ORTHO HEIGHT -   209.46  (+/-2cm)      687.2   (feet) VERTCON3
 DN0033  ______________________________________________________________________
 DN0033  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DN0033  VERT ORDER      -  ? (See Below)
 DN0033
 DN0033.The horizontal coordinates were scaled from a map and have
 DN0033.an estimated accuracy of +/- 6 seconds.
 DN0033
 DN0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0033
 DN0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0033.GEOID18 height accuracy estimate available here.
 DN0033
 DN0033.The vertical order pertains to the NGVD 29 superseded value.
 DN0033
 DN0033.Click photographs - Photos may exist for this station.
 DN0033
 DN0033;                    North         East    Units  Estimated Accuracy
 DN0033;SPC OK S     -    68,660.      746,420.      MT  (+/- 180 meters Scaled)
 DN0033
 DN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC388587(NAD 83)
 DN0033
 DN0033                          SUPERSEDED SURVEY CONTROL
 DN0033
 DN0033  NGVD 29 (??/??/92)  209.385  (m)          686.96   (f) ADJ UNCH       
 DN0033
 DN0033.Superseded values are not recommended for survey control.
 DN0033
 DN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0033.See file dsdata.pdf to determine how the superseded data were derived.
 DN0033
 DN0033_MARKER: X = CHISELED CROSS
 DN0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0033_SP_SET: CULVERT HEADWALL
 DN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0033+STABILITY: SURFACE MOTION
 DN0033
 DN0033  HISTORY     - Date     Condition        Report By
 DN0033  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0033  HISTORY     - 1933     GOOD             CGS
 DN0033  HISTORY     - 1934     GOOD             CGS
 DN0033  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0033
 DN0033                          STATION DESCRIPTION
 DN0033
 DN0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0033'0.9 MI N FROM CALERA.
 DN0033'0.9 MI. N. OF 2100 FEET NORTH OF MILEPOST 646, ON THE S. END OF W.
 DN0033'HEADWALL OF CONCRETE CULVERT.
 DN0033
 DN0033                          STATION RECOVERY (1934)
 DN0033
 DN0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0033'RECOVERED IN GOOD CONDITION.
 DN0033
 DN0033                          STATION RECOVERY (1986)
 DN0033
 DN0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0034 ***********************************************************************
 DN0034  DESIGNATION -  52
 DN0034  PID         -  DN0034
 DN0034  STATE/COUNTY-  OK/BRYAN
 DN0034  COUNTRY     -  US
 DN0034  USGS QUAD   -  DURANT SOUTH (2018)
 DN0034
 DN0034                         *CURRENT SURVEY CONTROL
 DN0034  ______________________________________________________________________
 DN0034* NAD 83(1986) POSITION- 33 56 42.     (N) 096 24 47.     (W)   SCALED
 DN0034* NAVD 88 ORTHO HEIGHT -   209.930 (meters)      688.75  (feet) ADJUSTED
 DN0034  ______________________________________________________________________
 DN0034  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DN0034  DYNAMIC HEIGHT  -        209.710 (meters)      688.02  (feet) COMP
 DN0034  MODELED GRAVITY -    979,581.1   (mgal)                       NAVD 88
 DN0034
 DN0034  VERT ORDER      -  FIRST     CLASS II
 DN0034
 DN0034.The horizontal coordinates were scaled from a map and have
 DN0034.an estimated accuracy of +/- 6 seconds.
 DN0034
 DN0034.The orthometric height was determined by differential leveling and
 DN0034.adjusted by the NATIONAL GEODETIC SURVEY
 DN0034.in June 1991.
 DN0034
 DN0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0034.GEOID18 height accuracy estimate available here.
 DN0034
 DN0034.Click photographs - Photos may exist for this station.
 DN0034
 DN0034.The dynamic height is computed by dividing the NAVD 88
 DN0034.geopotential number by the normal gravity value computed on the
 DN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0034.degrees latitude (g = 980.6199 gals.).
 DN0034
 DN0034.The modeled gravity was interpolated from observed gravity values.
 DN0034
 DN0034;                    North         East    Units  Estimated Accuracy
 DN0034;SPC OK S     -    69,000.      746,700.      MT  (+/- 180 meters Scaled)
 DN0034
 DN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC390590(NAD 83)
 DN0034
 DN0034                          SUPERSEDED SURVEY CONTROL
 DN0034
 DN0034  NGVD 29 (??/??/92)  209.853  (m)          688.49   (f) ADJ UNCH    1 2
 DN0034
 DN0034.Superseded values are not recommended for survey control.
 DN0034
 DN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0034.See file dsdata.pdf to determine how the superseded data were derived.
 DN0034
 DN0034_MARKER: B = BOLT
 DN0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0034_SP_SET: CULVERT HEADWALL
 DN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0034+STABILITY: SURFACE MOTION
 DN0034
 DN0034  HISTORY     - Date     Condition        Report By
 DN0034  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0034  HISTORY     - 1933     GOOD             CGS
 DN0034  HISTORY     - 1934     GOOD             CGS
 DN0034  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0034
 DN0034                          STATION DESCRIPTION
 DN0034
 DN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0034'1.2 MI N FROM CALERA.
 DN0034'1.2 MILES NORTH OF CALERA ON THE M-K-T RAILROAD, A TRACK BOLT SET IN
 DN0034'THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 DN0034'RAILROAD, ABOUT 1750 FEET (10 TELEGRAPH POLES) SOUTH OF MILE POLE 645.
 DN0034
 DN0034                          STATION RECOVERY (1934)
 DN0034
 DN0034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0034'RECOVERED IN GOOD CONDITION.
 DN0034
 DN0034                          STATION RECOVERY (1986)
 DN0034
 DN0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0280 ***********************************************************************
 FJ0280  DESIGNATION -  52
 FJ0280  PID         -  FJ0280
 FJ0280  STATE/COUNTY-  OK/OKLAHOMA
 FJ0280  COUNTRY     -  US
 FJ0280  USGS QUAD   -  EDMOND (2018)
 FJ0280
 FJ0280                         *CURRENT SURVEY CONTROL
 FJ0280  ______________________________________________________________________
 FJ0280* NAD 83(1986) POSITION- 35 41 47.     (N) 097 28 33.     (W)   SCALED
 FJ0280* NAVD 88 ORTHO HEIGHT -   363.598 (meters)     1192.90  (feet) ADJUSTED
 FJ0280  ______________________________________________________________________
 FJ0280  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 FJ0280  DYNAMIC HEIGHT  -        363.258 (meters)     1191.79  (feet) COMP
 FJ0280  MODELED GRAVITY -    979,687.8   (mgal)                       NAVD 88
 FJ0280
 FJ0280  VERT ORDER      -  SECOND    CLASS 0
 FJ0280
 FJ0280.The horizontal coordinates were scaled from a map and have
 FJ0280.an estimated accuracy of +/- 6 seconds.
 FJ0280
 FJ0280.The orthometric height was determined by differential leveling and
 FJ0280.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0280.in August 1994.
 FJ0280
 FJ0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0280.GEOID18 height accuracy estimate available here.
 FJ0280
 FJ0280.Click photographs - Photos may exist for this station.
 FJ0280
 FJ0280.The dynamic height is computed by dividing the NAVD 88
 FJ0280.geopotential number by the normal gravity value computed on the
 FJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0280.degrees latitude (g = 980.6199 gals.).
 FJ0280
 FJ0280.The modeled gravity was interpolated from observed gravity values.
 FJ0280
 FJ0280;                    North         East    Units  Estimated Accuracy
 FJ0280;SPC OK N     -    77,390.      647,440.      MT  (+/- 180 meters Scaled)
 FJ0280
 FJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE378513(NAD 83)
 FJ0280
 FJ0280                          SUPERSEDED SURVEY CONTROL
 FJ0280
 FJ0280  NAVD 88 (06/15/91)  363.621  (m)         1192.98   (f) SUPERSEDED  2 0
 FJ0280  NGVD 29 (??/??/92)  363.482  (m)         1192.52   (f) ADJ UNCH    2 0
 FJ0280
 FJ0280.Superseded values are not recommended for survey control.
 FJ0280
 FJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0280.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0280
 FJ0280_MARKER: P = PIPE CAP
 FJ0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0280_STAMPING: 1193 NO 52
 FJ0280_MARK LOGO: USGS
 FJ0280_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0280
 FJ0280  HISTORY     - Date     Condition        Report By
 FJ0280  HISTORY     - 1896     MONUMENTED       USGS
 FJ0280  HISTORY     - 1934     GOOD             CGS
 FJ0280
 FJ0280                          STATION DESCRIPTION
 FJ0280
 FJ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0280'3 MI N FROM EDMOND.
 FJ0280'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0280'FROM THE STATION AT EDMOND, 725 FEET SOUTH OF MILEPOST 367, AT
 FJ0280'A ROAD CROSSING, 85 FEET EAST OF THE CENTERLINE OF THE TRACK, 20
 FJ0280'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 12 FEET WEST
 FJ0280'OF THE RIGHT-OF-WAY FENCE LINE.  A USGS STANDARD CAP, STAMPED
 FJ0280'1193 NO 52 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0273 ***********************************************************************
 FH0273  DESIGNATION -  524
 FH0273  PID         -  FH0273
 FH0273  STATE/COUNTY-  OK/SEQUOYAH
 FH0273  COUNTRY     -  US
 FH0273  USGS QUAD   -  SALLISAW (2019)
 FH0273
 FH0273                         *CURRENT SURVEY CONTROL
 FH0273  ______________________________________________________________________
 FH0273* NAD 83(1986) POSITION- 35 27 17.     (N) 094 47 41.     (W)   SCALED
 FH0273* NAVD 88 ORTHO HEIGHT -   160.370 (meters)      526.15  (feet) ADJUSTED
 FH0273  ______________________________________________________________________
 FH0273  GEOID HEIGHT    -        -29.988 (meters)                     GEOID18
 FH0273  DYNAMIC HEIGHT  -        160.219 (meters)      525.65  (feet) COMP
 FH0273  MODELED GRAVITY -    979,695.6   (mgal)                       NAVD 88
 FH0273
 FH0273  VERT ORDER      -  SECOND    CLASS 0
 FH0273
 FH0273.The horizontal coordinates were scaled from a map and have
 FH0273.an estimated accuracy of +/- 6 seconds.
 FH0273
 FH0273.The orthometric height was determined by differential leveling and
 FH0273.adjusted by the NATIONAL GEODETIC SURVEY
 FH0273.in June 1991.
 FH0273
 FH0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0273.GEOID18 height accuracy estimate available here.
 FH0273
 FH0273.Click photographs - Photos may exist for this station.
 FH0273
 FH0273.The dynamic height is computed by dividing the NAVD 88
 FH0273.geopotential number by the normal gravity value computed on the
 FH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0273.degrees latitude (g = 980.6199 gals.).
 FH0273
 FH0273.The modeled gravity was interpolated from observed gravity values.
 FH0273
 FH0273;                    North         East    Units  Estimated Accuracy
 FH0273;SPC OK N     -    55,260.      890,930.      MT  (+/- 180 meters Scaled)
 FH0273
 FH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV371249(NAD 83)
 FH0273
 FH0273                          SUPERSEDED SURVEY CONTROL
 FH0273
 FH0273  NGVD 29 (??/??/92)  160.266  (m)          525.81   (f) ADJ UNCH    2 0
 FH0273
 FH0273.Superseded values are not recommended for survey control.
 FH0273
 FH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0273.See file dsdata.pdf to determine how the superseded data were derived.
 FH0273
 FH0273_MARKER: P = PIPE CAP
 FH0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0273_MARK LOGO: USGS
 FH0273_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0273
 FH0273  HISTORY     - Date     Condition        Report By
 FH0273  HISTORY     - UNK      MONUMENTED       USGS
 FH0273  HISTORY     - 1934     GOOD             CGS
 FH0273  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0273
 FH0273                          STATION DESCRIPTION
 FH0273
 FH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0273'AT SALLISAW, AT SOUTH END OF PLATFORM, EAST OF TRACK, AT KANSAS
 FH0273'CITY SOUTHERN RAILWAY STATION.  IRON POST.
 FH0273
 FH0273                          STATION RECOVERY (1959)
 FH0273
 FH0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0258 ***********************************************************************
 EL0258  DESIGNATION -  53
 EL0258  PID         -  EL0258
 EL0258  STATE/COUNTY-  OK/PONTOTOC
 EL0258  COUNTRY     -  US
 EL0258  USGS QUAD   -  STRATFORD (2018)
 EL0258
 EL0258                         *CURRENT SURVEY CONTROL
 EL0258  ______________________________________________________________________
 EL0258* NAD 83(1986) POSITION- 34 45 39.     (N) 096 53 44.     (W)   SCALED
 EL0258* NAVD 88 ORTHO HEIGHT -   318.056 (meters)     1043.49  (feet) ADJUSTED
 EL0258  ______________________________________________________________________
 EL0258  GEOID HEIGHT    -        -25.824 (meters)                     GEOID18
 EL0258  DYNAMIC HEIGHT  -        317.743 (meters)     1042.46  (feet) COMP
 EL0258  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 EL0258
 EL0258  VERT ORDER      -  SECOND    CLASS 0
 EL0258
 EL0258.The horizontal coordinates were scaled from a map and have
 EL0258.an estimated accuracy of +/- 6 seconds.
 EL0258
 EL0258.The orthometric height was determined by differential leveling and
 EL0258.adjusted by the NATIONAL GEODETIC SURVEY
 EL0258.in June 1991.
 EL0258
 EL0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0258.GEOID18 height accuracy estimate available here.
 EL0258
 EL0258.Click photographs - Photos may exist for this station.
 EL0258
 EL0258.The dynamic height is computed by dividing the NAVD 88
 EL0258.geopotential number by the normal gravity value computed on the
 EL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0258.degrees latitude (g = 980.6199 gals.).
 EL0258
 EL0258.The modeled gravity was interpolated from observed gravity values.
 EL0258
 EL0258;                    North         East    Units  Estimated Accuracy
 EL0258;SPC OK S     -   158,900.      701,110.      MT  (+/- 180 meters Scaled)
 EL0258
 EL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD926485(NAD 83)
 EL0258
 EL0258                          SUPERSEDED SURVEY CONTROL
 EL0258
 EL0258  NGVD 29 (??/??/92)  317.960  (m)         1043.17   (f) ADJ UNCH    2 0
 EL0258
 EL0258.Superseded values are not recommended for survey control.
 EL0258
 EL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0258.See file dsdata.pdf to determine how the superseded data were derived.
 EL0258
 EL0258
 EL0258  HISTORY     - Date     Condition        Report By
 EL0258  HISTORY     - UNK      MONUMENTED
 EL0258  HISTORY     - 1934     GOOD             CGS
 EL0258  HISTORY     - 20200611 MARK NOT FOUND   OKDOT
 EL0258
 EL0258                          STATION DESCRIPTION
 EL0258
 EL0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0258'1.5 MI NW FROM VANOSS.
 EL0258'1.5 MILES NORTHWEST OF A-T AND SF RR. STATION AT VANOSS.
 EL0258'ATCHISON-TOPEKA AND SANTA FE RAILWAY BENCH MARK, TOP OF RAIL
 EL0258'THREE FEET ABOVE THE GROUND.  BETWEEN MILE POST 53, AND THE
 EL0258'NEAREST RAIL OF THE TRACK.
 EL0258
 EL0258                          STATION RECOVERY (2020)
 EL0258
 EL0258'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (KK)
 EL0258'OKDOT CREW SEARCHED AREA DESCRIBING MILEPOST 53 IN ATCHISON TOPEKA AND
 EL0258'SANTA FE RAILWAY PLANS BEING 439 FT (133.8 M) SOUTHEAST OF CROSSING AT
 EL0258'NS SECTION LINE BETWEEN SECTIONS 4 AND 5, T3N R4E, IM.  AND 159 FT
 EL0258'(48.5 M) SOUTHEAST OF AN EXISTING 3 FT (0.9 M) X 2 FT (0.6 M) X 37 FT
 EL0258'(11.3 M) WOOD BOX STRUCTURE UNDER RAILROAD.  FOUND AN IRON RAILROAD
 EL0258'FISH PLATE LYING OVER BELOW THE SURFACE AT LOCATION DESCRIBED FOR
 EL0258'BENCH MARK NO OTHER OBJECT FOUND PROTRUDING ABOVE SURFACE IN THE
 EL0258'SEARCH AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0035 ***********************************************************************
 DN0035  DESIGNATION -  53
 DN0035  PID         -  DN0035
 DN0035  STATE/COUNTY-  OK/BRYAN
 DN0035  COUNTRY     -  US
 DN0035  USGS QUAD   -  DURANT SOUTH (2018)
 DN0035
 DN0035                         *CURRENT SURVEY CONTROL
 DN0035  ______________________________________________________________________
 DN0035* NAD 83(1986) POSITION- 33 57 36.     (N) 096 23 52.     (W)   SCALED
 DN0035* NAVD 88 ORTHO HEIGHT -   204.606 (meters)      671.28  (feet) ADJUSTED
 DN0035  ______________________________________________________________________
 DN0035  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DN0035  DYNAMIC HEIGHT  -        204.392 (meters)      670.58  (feet) COMP
 DN0035  MODELED GRAVITY -    979,585.1   (mgal)                       NAVD 88
 DN0035
 DN0035  VERT ORDER      -  FIRST     CLASS II
 DN0035
 DN0035.The horizontal coordinates were scaled from a map and have
 DN0035.an estimated accuracy of +/- 6 seconds.
 DN0035
 DN0035.The orthometric height was determined by differential leveling and
 DN0035.adjusted by the NATIONAL GEODETIC SURVEY
 DN0035.in June 1991.
 DN0035
 DN0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0035.GEOID18 height accuracy estimate available here.
 DN0035
 DN0035.Click photographs - Photos may exist for this station.
 DN0035
 DN0035.The dynamic height is computed by dividing the NAVD 88
 DN0035.geopotential number by the normal gravity value computed on the
 DN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0035.degrees latitude (g = 980.6199 gals.).
 DN0035
 DN0035.The modeled gravity was interpolated from observed gravity values.
 DN0035
 DN0035;                    North         East    Units  Estimated Accuracy
 DN0035;SPC OK S     -    70,690.      748,080.      MT  (+/- 180 meters Scaled)
 DN0035
 DN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC404607(NAD 83)
 DN0035
 DN0035                          SUPERSEDED SURVEY CONTROL
 DN0035
 DN0035  NGVD 29 (??/??/92)  204.532  (m)          671.04   (f) ADJ UNCH    1 2
 DN0035
 DN0035.Superseded values are not recommended for survey control.
 DN0035
 DN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0035.See file dsdata.pdf to determine how the superseded data were derived.
 DN0035
 DN0035_MARKER: B = BOLT
 DN0035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0035_SP_SET: CULVERT HEADWALL
 DN0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0035+STABILITY: SURFACE MOTION
 DN0035
 DN0035  HISTORY     - Date     Condition        Report By
 DN0035  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0035  HISTORY     - 1933     GOOD             CGS
 DN0035  HISTORY     - 1934     GOOD             CGS
 DN0035  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0035
 DN0035                          STATION DESCRIPTION
 DN0035
 DN0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0035'2.5 MI S FROM DURANT.
 DN0035'2.5 MI. SOUTH.  ON THE M.K.T. R.R. 280 FT. NORTH OF MILEPOST 644 AND
 DN0035'IN THE SOUTH END OF WEST HEADWALL OF CONCRETE CULVERT UNDER THE
 DN0035'RAILROAD.
 DN0035
 DN0035                          STATION RECOVERY (1934)
 DN0035
 DN0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0035'RECOVERED IN GOOD CONDITION.
 DN0035
 DN0035                          STATION RECOVERY (1986)
 DN0035
 DN0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0283 ***********************************************************************
 FJ0283  DESIGNATION -  53
 FJ0283  PID         -  FJ0283
 FJ0283  STATE/COUNTY-  OK/OKLAHOMA
 FJ0283  COUNTRY     -  US
 FJ0283  USGS QUAD   -  EDMOND (2018)
 FJ0283
 FJ0283                         *CURRENT SURVEY CONTROL
 FJ0283  ______________________________________________________________________
 FJ0283* NAD 83(1986) POSITION- 35 43 32.     (N) 097 29 01.     (W)   SCALED
 FJ0283* NAVD 88 ORTHO HEIGHT -   345.297 (meters)     1132.86  (feet) ADJUSTED
 FJ0283  ______________________________________________________________________
 FJ0283  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 FJ0283  DYNAMIC HEIGHT  -        344.975 (meters)     1131.81  (feet) COMP
 FJ0283  MODELED GRAVITY -    979,691.0   (mgal)                       NAVD 88
 FJ0283
 FJ0283  VERT ORDER      -  SECOND    CLASS 0
 FJ0283
 FJ0283.The horizontal coordinates were scaled from a map and have
 FJ0283.an estimated accuracy of +/- 6 seconds.
 FJ0283
 FJ0283.The orthometric height was determined by differential leveling and
 FJ0283.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0283.in August 1994.
 FJ0283
 FJ0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0283.GEOID18 height accuracy estimate available here.
 FJ0283
 FJ0283.Click photographs - Photos may exist for this station.
 FJ0283
 FJ0283.The dynamic height is computed by dividing the NAVD 88
 FJ0283.geopotential number by the normal gravity value computed on the
 FJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0283.degrees latitude (g = 980.6199 gals.).
 FJ0283
 FJ0283.The modeled gravity was interpolated from observed gravity values.
 FJ0283
 FJ0283;                    North         East    Units  Estimated Accuracy
 FJ0283;SPC OK N     -    80,630.      646,720.      MT  (+/- 180 meters Scaled)
 FJ0283
 FJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE371545(NAD 83)
 FJ0283
 FJ0283                          SUPERSEDED SURVEY CONTROL
 FJ0283
 FJ0283  NAVD 88 (06/15/91)  345.313  (m)         1132.91   (f) SUPERSEDED  2 0
 FJ0283  NGVD 29 (??/??/92)  345.174  (m)         1132.46   (f) ADJ UNCH    2 0
 FJ0283
 FJ0283.Superseded values are not recommended for survey control.
 FJ0283
 FJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0283.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0283
 FJ0283_MARKER: P = PIPE CAP
 FJ0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0283_STAMPING: 1133 NO 53
 FJ0283_MARK LOGO: USGS
 FJ0283_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0283
 FJ0283  HISTORY     - Date     Condition        Report By
 FJ0283  HISTORY     - 1896     MONUMENTED       USGS
 FJ0283  HISTORY     - 1934     GOOD             CGS
 FJ0283
 FJ0283                          STATION DESCRIPTION
 FJ0283
 FJ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0283'5.1 MI N FROM EDMOND.
 FJ0283'IN LOGAN COUNTY, 5.1 MILES NORTH ALONG THE ATCHISON, TOPEKA
 FJ0283'AND SANTA FE RAILWAY FROM THE STATION AT EDMOND, OKLAHOMA COUNTY,
 FJ0283'400 FEET NORTH OF THE STATION AT WATERLOO, 75.4 FEET NORTHEAST
 FJ0283'OF THE EAST END OF A WOODEN CULVERT, AT A COUNTY-ROAD CROSSING, 70.5
 FJ0283'FEET NORTHEAST OF THE CENTER OF THE CROSSING, 26.2 FEET NORTH OF THE
 FJ0283'CENTERLINE OF THE ROAD, AND 1.6 FEET SOUTH OF AN EAST-AND-WEST
 FJ0283'FENCE.  A USGS STANDARD CAP, STAMPED 1133 NO 53 AND RIVETED
 FJ0283'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0256 ***********************************************************************
 EL0256  DESIGNATION -  54
 EL0256  PID         -  EL0256
 EL0256  STATE/COUNTY-  OK/PONTOTOC
 EL0256  COUNTRY     -  US
 EL0256  USGS QUAD   -  STRATFORD (2018)
 EL0256
 EL0256                         *CURRENT SURVEY CONTROL
 EL0256  ______________________________________________________________________
 EL0256* NAD 83(1986) POSITION- 34 46 16.     (N) 096 54 28.     (W)   SCALED
 EL0256* NAVD 88 ORTHO HEIGHT -   327.71  (+/-2cm)     1075.2   (feet) VERTCON3
 EL0256  ______________________________________________________________________
 EL0256  GEOID HEIGHT    -        -25.826 (meters)                     GEOID18
 EL0256  VERT ORDER      -  ? (See Below)
 EL0256
 EL0256.The horizontal coordinates were scaled from a map and have
 EL0256.an estimated accuracy of +/- 6 seconds.
 EL0256
 EL0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0256
 EL0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0256.GEOID18 height accuracy estimate available here.
 EL0256
 EL0256.The vertical order pertains to the NGVD 29 superseded value.
 EL0256
 EL0256.Click photographs - Photos may exist for this station.
 EL0256
 EL0256;                    North         East    Units  Estimated Accuracy
 EL0256;SPC OK S     -   160,030.      699,980.      MT  (+/- 180 meters Scaled)
 EL0256
 EL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD914496(NAD 83)
 EL0256
 EL0256                          SUPERSEDED SURVEY CONTROL
 EL0256
 EL0256  NGVD 29 (??/??/92)  327.608  (m)         1074.83   (f) ADJ UNCH       
 EL0256
 EL0256.Superseded values are not recommended for survey control.
 EL0256
 EL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0256.See file dsdata.pdf to determine how the superseded data were derived.
 EL0256
 EL0256_MARKER: B = BOLT
 EL0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0256+STABILITY: SURFACE MOTION
 EL0256
 EL0256  HISTORY     - Date     Condition        Report By
 EL0256  HISTORY     - UNK      MONUMENTED
 EL0256  HISTORY     - 1934     GOOD             CGS
 EL0256
 EL0256                          STATION DESCRIPTION
 EL0256
 EL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0256'4.1 MI SE FROM STRATFORD.
 EL0256'4.1 MILES SOUTHEAST OF A.T. AND S.F. RR DEPOT, STRATFORD ABOUT
 EL0256'98 FEET NORTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 EL0256'MILEPOST 54.  CHAINING STATION 2849 X 00.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0037 ***********************************************************************
 DN0037  DESIGNATION -  54
 DN0037  PID         -  DN0037
 DN0037  STATE/COUNTY-  OK/BRYAN
 DN0037  COUNTRY     -  US
 DN0037  USGS QUAD   -  DURANT SOUTH (2018)
 DN0037
 DN0037                         *CURRENT SURVEY CONTROL
 DN0037  ______________________________________________________________________
 DN0037* NAD 83(1986) POSITION- 33 58 51.     (N) 096 22 40.     (W)   SCALED
 DN0037* NAVD 88 ORTHO HEIGHT -   192.886 (meters)      632.83  (feet) ADJUSTED
 DN0037  ______________________________________________________________________
 DN0037  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 DN0037  DYNAMIC HEIGHT  -        192.686 (meters)      632.17  (feet) COMP
 DN0037  MODELED GRAVITY -    979,592.6   (mgal)                       NAVD 88
 DN0037
 DN0037  VERT ORDER      -  FIRST     CLASS II
 DN0037
 DN0037.The horizontal coordinates were scaled from a map and have
 DN0037.an estimated accuracy of +/- 6 seconds.
 DN0037
 DN0037.The orthometric height was determined by differential leveling and
 DN0037.adjusted by the NATIONAL GEODETIC SURVEY
 DN0037.in June 1991.
 DN0037
 DN0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0037.GEOID18 height accuracy estimate available here.
 DN0037
 DN0037.Click photographs - Photos may exist for this station.
 DN0037
 DN0037.The dynamic height is computed by dividing the NAVD 88
 DN0037.geopotential number by the normal gravity value computed on the
 DN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0037.degrees latitude (g = 980.6199 gals.).
 DN0037
 DN0037.The modeled gravity was interpolated from observed gravity values.
 DN0037
 DN0037;                    North         East    Units  Estimated Accuracy
 DN0037;SPC OK S     -    73,030.      749,900.      MT  (+/- 180 meters Scaled)
 DN0037
 DN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC422631(NAD 83)
 DN0037
 DN0037                          SUPERSEDED SURVEY CONTROL
 DN0037
 DN0037  NGVD 29 (??/??/92)  192.818  (m)          632.60   (f) ADJ UNCH    1 2
 DN0037
 DN0037.Superseded values are not recommended for survey control.
 DN0037
 DN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0037.See file dsdata.pdf to determine how the superseded data were derived.
 DN0037
 DN0037_MARKER: X = CHISELED CROSS
 DN0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0037_SP_SET: SECTION RAIL
 DN0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0037
 DN0037  HISTORY     - Date     Condition        Report By
 DN0037  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0037  HISTORY     - 1933     GOOD             CGS
 DN0037  HISTORY     - 1934     GOOD             CGS
 DN0037  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0037
 DN0037                          STATION DESCRIPTION
 DN0037
 DN0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0037'0.6 MI S FROM DURANT.
 DN0037'0.6 MI. SOUTH ON THE M.K.T. R.R. 5 RAILS SOUTH OF MILEPOST 642, 16 FT.
 DN0037'WEST OF WEST TRACK AND ON THE BALLAST SHOULDER OF THE RAILROAD. A RAIL
 DN0037'MARKED WITH A CROSS AND PROTRUDING ABOUT SIX INCHES THE GROUND.
 DN0037
 DN0037                          STATION RECOVERY (1934)
 DN0037
 DN0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0037'RECOVERED IN GOOD CONDITION.
 DN0037
 DN0037                          STATION RECOVERY (1986)
 DN0037
 DN0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0255 ***********************************************************************
 EL0255  DESIGNATION -  55
 EL0255  PID         -  EL0255
 EL0255  STATE/COUNTY-  OK/PONTOTOC
 EL0255  COUNTRY     -  US
 EL0255  USGS QUAD   -  STRATFORD (2018)
 EL0255
 EL0255                         *CURRENT SURVEY CONTROL
 EL0255  ______________________________________________________________________
 EL0255* NAD 83(1986) POSITION- 34 46 47.     (N) 096 55 14.     (W)   SCALED
 EL0255* NAVD 88 ORTHO HEIGHT -   337.563 (meters)     1107.49  (feet) ADJUSTED
 EL0255  ______________________________________________________________________
 EL0255  GEOID HEIGHT    -        -25.825 (meters)                     GEOID18
 EL0255  DYNAMIC HEIGHT  -        337.232 (meters)     1106.40  (feet) COMP
 EL0255  MODELED GRAVITY -    979,642.9   (mgal)                       NAVD 88
 EL0255
 EL0255  VERT ORDER      -  SECOND    CLASS 0
 EL0255
 EL0255.The horizontal coordinates were scaled from a map and have
 EL0255.an estimated accuracy of +/- 6 seconds.
 EL0255
 EL0255.The orthometric height was determined by differential leveling and
 EL0255.adjusted by the NATIONAL GEODETIC SURVEY
 EL0255.in June 1991.
 EL0255
 EL0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0255.GEOID18 height accuracy estimate available here.
 EL0255
 EL0255.Click photographs - Photos may exist for this station.
 EL0255
 EL0255.The dynamic height is computed by dividing the NAVD 88
 EL0255.geopotential number by the normal gravity value computed on the
 EL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0255.degrees latitude (g = 980.6199 gals.).
 EL0255
 EL0255.The modeled gravity was interpolated from observed gravity values.
 EL0255
 EL0255;                    North         East    Units  Estimated Accuracy
 EL0255;SPC OK S     -   160,970.      698,800.      MT  (+/- 180 meters Scaled)
 EL0255
 EL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD902505(NAD 83)
 EL0255
 EL0255                          SUPERSEDED SURVEY CONTROL
 EL0255
 EL0255  NGVD 29 (??/??/92)  337.467  (m)         1107.17   (f) ADJ UNCH    2 0
 EL0255
 EL0255.Superseded values are not recommended for survey control.
 EL0255
 EL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0255.See file dsdata.pdf to determine how the superseded data were derived.
 EL0255
 EL0255_MARKER: Z = SEE DESCRIPTION
 EL0255_SETTING: 0 = UNSPECIFIED SETTING
 EL0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0255
 EL0255  HISTORY     - Date     Condition        Report By
 EL0255  HISTORY     - UNK      MONUMENTED
 EL0255  HISTORY     - 1934     GOOD             CGS
 EL0255
 EL0255                          STATION DESCRIPTION
 EL0255
 EL0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0255'3.1 MI SE FROM STRATFORD.
 EL0255'3.1 MILES SOUTHEAST OF A-T AND SF RR. STATION AT STRATFORD.
 EL0255'ATCHISON-TOPEKA AND SANTA FE RAILROAD COMPANY BENCH MARK, TOP OF
 EL0255'RAIL TWO FEET ABOVE THE GROUND.  BETWEEN MILE POST 55, AND THE
 EL0255'NEAREST RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0038 ***********************************************************************
 DN0038  DESIGNATION -  55
 DN0038  PID         -  DN0038
 DN0038  STATE/COUNTY-  OK/BRYAN
 DN0038  COUNTRY     -  US
 DN0038  USGS QUAD   -  DURANT SOUTH (2018)
 DN0038
 DN0038                         *CURRENT SURVEY CONTROL
 DN0038  ______________________________________________________________________
 DN0038* NAD 83(1986) POSITION- 33 59 06.     (N) 096 22 30.     (W)   SCALED
 DN0038* NAVD 88 ORTHO HEIGHT -   192.111 (meters)      630.28  (feet) ADJUSTED
 DN0038  ______________________________________________________________________
 DN0038  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 DN0038  DYNAMIC HEIGHT  -        191.912 (meters)      629.63  (feet) COMP
 DN0038  MODELED GRAVITY -    979,594.2   (mgal)                       NAVD 88
 DN0038
 DN0038  VERT ORDER      -  FIRST     CLASS II
 DN0038
 DN0038.The horizontal coordinates were scaled from a map and have
 DN0038.an estimated accuracy of +/- 6 seconds.
 DN0038
 DN0038.The orthometric height was determined by differential leveling and
 DN0038.adjusted by the NATIONAL GEODETIC SURVEY
 DN0038.in June 1991.
 DN0038
 DN0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0038.GEOID18 height accuracy estimate available here.
 DN0038
 DN0038.Click photographs - Photos may exist for this station.
 DN0038
 DN0038.The dynamic height is computed by dividing the NAVD 88
 DN0038.geopotential number by the normal gravity value computed on the
 DN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0038.degrees latitude (g = 980.6199 gals.).
 DN0038
 DN0038.The modeled gravity was interpolated from observed gravity values.
 DN0038
 DN0038;                    North         East    Units  Estimated Accuracy
 DN0038;SPC OK S     -    73,490.      750,140.      MT  (+/- 180 meters Scaled)
 DN0038
 DN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC424635(NAD 83)
 DN0038
 DN0038                          SUPERSEDED SURVEY CONTROL
 DN0038
 DN0038  NGVD 29 (??/??/92)  192.044  (m)          630.06   (f) ADJ UNCH    1 2
 DN0038
 DN0038.Superseded values are not recommended for survey control.
 DN0038
 DN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0038.See file dsdata.pdf to determine how the superseded data were derived.
 DN0038
 DN0038_MARKER: B = BOLT
 DN0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0038_SP_SET: CULVERT HEADWALL
 DN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0038+STABILITY: SURFACE MOTION
 DN0038
 DN0038  HISTORY     - Date     Condition        Report By
 DN0038  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0038  HISTORY     - 1934     GOOD             CGS
 DN0038  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0038
 DN0038                          STATION DESCRIPTION
 DN0038
 DN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0038'0.3 MI S FROM DURANT.
 DN0038'ABOUT 0.3 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 DN0038'DURANT, BRYAN COUNTY, ABOUT 0.3 MILE NORTH OF MILEPOST 642, AND IN THE
 DN0038'TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A CONCRETE UNDERGRADE
 DN0038'CROSSING OF A DIRT ROAD.  THE TOP OF A TRACK BOLT.
 DN0038
 DN0038                          STATION RECOVERY (1986)
 DN0038
 DN0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0452 ***********************************************************************
 DN0452  DESIGNATION -  551.6
 DN0452  PID         -  DN0452
 DN0452  STATE/COUNTY-  OK/BRYAN
 DN0452  COUNTRY     -  US
 DN0452  USGS QUAD   -  DENISON DAM (2019)
 DN0452
 DN0452                         *CURRENT SURVEY CONTROL
 DN0452  ______________________________________________________________________
 DN0452* NAD 83(1986) POSITION- 33 49 33.     (N) 096 31 46.     (W)   SCALED
 DN0452* NAVD 88 ORTHO HEIGHT -   168.17  (+/-2cm)      551.7   (feet) VERTCON3
 DN0452  ______________________________________________________________________
 DN0452  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DN0452  VERT ORDER      -  ? (See Below)
 DN0452
 DN0452.The horizontal coordinates were scaled from a map and have
 DN0452.an estimated accuracy of +/- 6 seconds.
 DN0452
 DN0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0452
 DN0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0452.GEOID18 height accuracy estimate available here.
 DN0452
 DN0452.The vertical order pertains to the NGVD 29 superseded value.
 DN0452
 DN0452.Click photographs - Photos may exist for this station.
 DN0452
 DN0452;                    North         East    Units  Estimated Accuracy
 DN0452;SPC OK S     -    55,620.      736,130.      MT  (+/- 180 meters Scaled)
 DN0452
 DN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC286455(NAD 83)
 DN0452
 DN0452                          SUPERSEDED SURVEY CONTROL
 DN0452
 DN0452  NGVD 29 (??/??/92)  168.137  (m)          551.63   (f) ADJ UNCH       
 DN0452
 DN0452.Superseded values are not recommended for survey control.
 DN0452
 DN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0452.See file dsdata.pdf to determine how the superseded data were derived.
 DN0452
 DN0452_MARKER: B = BOLT
 DN0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0452_SP_SET: BRIDGE
 DN0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0452
 DN0452  HISTORY     - Date     Condition        Report By
 DN0452  HISTORY     - UNK      MONUMENTED       SLSFRR
 DN0452  HISTORY     - 1934     GOOD             CGS
 DN0452
 DN0452                          STATION DESCRIPTION
 DN0452
 DN0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0452'2.5 MI S FROM COLBERT.
 DN0452'2.5 MILES SOUTH OF COLBERT SOUTHEAST CORNER OF SEMAPHORE AT ST. LOUIS
 DN0452'AND SAN FRANCISCO RR BRIDGE 629.6.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0372 ***********************************************************************
 EK0372  DESIGNATION -  553
 EK0372  PID         -  EK0372
 EK0372  STATE/COUNTY-  OK/LE FLORE
 EK0372  COUNTRY     -  US
 EK0372  USGS QUAD   -  HEAVENER (2018)
 EK0372
 EK0372                         *CURRENT SURVEY CONTROL
 EK0372  ______________________________________________________________________
 EK0372* NAD 83(1986) POSITION- 34 53 21.     (N) 094 36 08.     (W)   SCALED
 EK0372* NAVD 88 ORTHO HEIGHT -   169.728 (meters)      556.85  (feet) ADJUSTED
 EK0372  ______________________________________________________________________
 EK0372  GEOID HEIGHT    -        -31.571 (meters)                     GEOID18
 EK0372  DYNAMIC HEIGHT  -        169.551 (meters)      556.27  (feet) COMP
 EK0372  MODELED GRAVITY -    979,592.0   (mgal)                       NAVD 88
 EK0372
 EK0372  VERT ORDER      -  SECOND    CLASS 0
 EK0372
 EK0372.The horizontal coordinates were scaled from a map and have
 EK0372.an estimated accuracy of +/- 6 seconds.
 EK0372
 EK0372.The orthometric height was determined by differential leveling and
 EK0372.adjusted by the NATIONAL GEODETIC SURVEY
 EK0372.in June 1991.
 EK0372
 EK0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0372.GEOID18 height accuracy estimate available here.
 EK0372
 EK0372.Click photographs - Photos may exist for this station.
 EK0372
 EK0372.The dynamic height is computed by dividing the NAVD 88
 EK0372.geopotential number by the normal gravity value computed on the
 EK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0372.degrees latitude (g = 980.6199 gals.).
 EK0372
 EK0372.The modeled gravity was interpolated from observed gravity values.
 EK0372
 EK0372;                    North         East    Units  Estimated Accuracy
 EK0372;SPC OK S     -   177,810.      910,520.      MT  (+/- 180 meters Scaled)
 EK0372
 EK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU535619(NAD 83)
 EK0372
 EK0372                          SUPERSEDED SURVEY CONTROL
 EK0372
 EK0372  NGVD 29 (??/??/92)  169.622  (m)          556.50   (f) ADJ UNCH    2 0
 EK0372
 EK0372.Superseded values are not recommended for survey control.
 EK0372
 EK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0372.See file dsdata.pdf to determine how the superseded data were derived.
 EK0372
 EK0372_MARKER: P = PIPE CAP
 EK0372_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0372_STAMPING: 553
 EK0372_MARK LOGO: USGS
 EK0372_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0372
 EK0372  HISTORY     - Date     Condition        Report By
 EK0372  HISTORY     - UNK      MONUMENTED       USGS
 EK0372  HISTORY     - 1934     GOOD             CGS
 EK0372  HISTORY     - 1959     GOOD             CGS
 EK0372
 EK0372                          STATION DESCRIPTION
 EK0372
 EK0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0372'IN HEAVENER.
 EK0372'IN TOWN OF, HEAVENER 1 1/4 BLOCKS SOUTH OF MAIN STREET XING
 EK0372'OF RAILROAD, 1 3/4 BLOCKS SOUTH OF DEPOT, 25 FEET NORTHEAST OF
 EK0372'SECTION HOUSE YARD CORNER, 30 FEET WEST OF MAIN LINE RY.
 EK0372'CENTER-LINE.
 EK0372
 EK0372                          STATION RECOVERY (1959)
 EK0372
 EK0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0050 ***********************************************************************
 EL0050  DESIGNATION -  56
 EL0050  PID         -  EL0050
 EL0050  STATE/COUNTY-  OK/BRYAN
 EL0050  COUNTRY     -  US
 EL0050  USGS QUAD   -  CADDO SOUTH (2018)
 EL0050
 EL0050                         *CURRENT SURVEY CONTROL
 EL0050  ______________________________________________________________________
 EL0050* NAD 83(1986) POSITION- 34 00 58.     (N) 096 21 52.     (W)   SCALED
 EL0050* NAVD 88 ORTHO HEIGHT -   183.164 (meters)      600.93  (feet) ADJUSTED
 EL0050  ______________________________________________________________________
 EL0050  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 EL0050  DYNAMIC HEIGHT  -        182.976 (meters)      600.31  (feet) COMP
 EL0050  MODELED GRAVITY -    979,604.6   (mgal)                       NAVD 88
 EL0050
 EL0050  VERT ORDER      -  FIRST     CLASS II
 EL0050
 EL0050.The horizontal coordinates were scaled from a map and have
 EL0050.an estimated accuracy of +/- 6 seconds.
 EL0050
 EL0050.The orthometric height was determined by differential leveling and
 EL0050.adjusted by the NATIONAL GEODETIC SURVEY
 EL0050.in June 1991.
 EL0050
 EL0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0050.GEOID18 height accuracy estimate available here.
 EL0050
 EL0050.Click photographs - Photos may exist for this station.
 EL0050
 EL0050.The dynamic height is computed by dividing the NAVD 88
 EL0050.geopotential number by the normal gravity value computed on the
 EL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0050.degrees latitude (g = 980.6199 gals.).
 EL0050
 EL0050.The modeled gravity was interpolated from observed gravity values.
 EL0050
 EL0050;                    North         East    Units  Estimated Accuracy
 EL0050;SPC OK S     -    76,960.      751,060.      MT  (+/- 180 meters Scaled)
 EL0050
 EL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC433670(NAD 83)
 EL0050
 EL0050                          SUPERSEDED SURVEY CONTROL
 EL0050
 EL0050  NGVD 29 (??/??/92)  183.099  (m)          600.72   (f) ADJ UNCH    1 2
 EL0050
 EL0050.Superseded values are not recommended for survey control.
 EL0050
 EL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0050.See file dsdata.pdf to determine how the superseded data were derived.
 EL0050
 EL0050_MARKER: B = BOLT
 EL0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0050_SP_SET: CULVERT
 EL0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0050
 EL0050  HISTORY     - Date     Condition        Report By
 EL0050  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0050  HISTORY     - 1933     GOOD             CGS
 EL0050  HISTORY     - 1934     GOOD             MKTRR
 EL0050
 EL0050                          STATION DESCRIPTION
 EL0050
 EL0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0050'1.6 MI N FROM DURANT.
 EL0050'ON THE M.K.T. R.R. 0.3 MI. NORTH OF MILEPOST 640, A TRACK BOLT
 EL0050'SET IN THE SOUTH END OF THE WEST HEADWALL OF CONCRETE CULVERT
 EL0050'UNDER THE RAILROAD.
 EL0050
 EL0050                          STATION RECOVERY (1934)
 EL0050
 EL0050'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0254 ***********************************************************************
 EL0254  DESIGNATION -  56
 EL0254  PID         -  EL0254
 EL0254  STATE/COUNTY-  OK/PONTOTOC
 EL0254  COUNTRY     -  US
 EL0254  USGS QUAD   -  STRATFORD (2018)
 EL0254
 EL0254                         *CURRENT SURVEY CONTROL
 EL0254  ______________________________________________________________________
 EL0254* NAD 83(1986) POSITION- 34 47 35.     (N) 096 55 38.     (W)   SCALED
 EL0254* NAVD 88 ORTHO HEIGHT -   339.97  (+/-2cm)     1115.4   (feet) VERTCON3
 EL0254  ______________________________________________________________________
 EL0254  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 EL0254  VERT ORDER      -  ? (See Below)
 EL0254
 EL0254.The horizontal coordinates were scaled from a map and have
 EL0254.an estimated accuracy of +/- 6 seconds.
 EL0254
 EL0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0254
 EL0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0254.GEOID18 height accuracy estimate available here.
 EL0254
 EL0254.The vertical order pertains to the NGVD 29 superseded value.
 EL0254
 EL0254.Click photographs - Photos may exist for this station.
 EL0254
 EL0254;                    North         East    Units  Estimated Accuracy
 EL0254;SPC OK S     -   162,440.      698,170.      MT  (+/- 180 meters Scaled)
 EL0254
 EL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD896520(NAD 83)
 EL0254
 EL0254                          SUPERSEDED SURVEY CONTROL
 EL0254
 EL0254  NGVD 29 (??/??/92)  339.874  (m)         1115.07   (f) ADJ UNCH       
 EL0254
 EL0254.Superseded values are not recommended for survey control.
 EL0254
 EL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0254.See file dsdata.pdf to determine how the superseded data were derived.
 EL0254
 EL0254_MARKER: B = BOLT
 EL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0254+STABILITY: SURFACE MOTION
 EL0254
 EL0254  HISTORY     - Date     Condition        Report By
 EL0254  HISTORY     - UNK      MONUMENTED
 EL0254  HISTORY     - 1934     GOOD             CGS
 EL0254
 EL0254                          STATION DESCRIPTION
 EL0254
 EL0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0254'2.1 MI SE FROM STRATFORD.
 EL0254'2.1 MILES SOUTHEAST OF A.T. AND S.F. RR DEPOT, STRATFORD ABOUT
 EL0254'49 FEET NORTH OF THE NEAREST RAIL OF THE ATCHISON, TOPEKA AND
 EL0254'SANTA FE RAILROAD, MILEPOST 56.  CHAINING STATION 2954 X 00.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0055 ***********************************************************************
 EL0055  DESIGNATION -  57
 EL0055  PID         -  EL0055
 EL0055  STATE/COUNTY-  OK/BRYAN
 EL0055  COUNTRY     -  US
 EL0055  USGS QUAD   -  CADDO SOUTH (2018)
 EL0055
 EL0055                         *CURRENT SURVEY CONTROL
 EL0055  ______________________________________________________________________
 EL0055* NAD 83(1986) POSITION- 34 03 10.     (N) 096 20 27.     (W)   SCALED
 EL0055* NAVD 88 ORTHO HEIGHT -   176.834 (meters)      580.16  (feet) ADJUSTED
 EL0055  ______________________________________________________________________
 EL0055  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 EL0055  DYNAMIC HEIGHT  -        176.655 (meters)      579.58  (feet) COMP
 EL0055  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 EL0055
 EL0055  VERT ORDER      -  FIRST     CLASS II
 EL0055
 EL0055.The horizontal coordinates were scaled from a map and have
 EL0055.an estimated accuracy of +/- 6 seconds.
 EL0055
 EL0055.The orthometric height was determined by differential leveling and
 EL0055.adjusted by the NATIONAL GEODETIC SURVEY
 EL0055.in June 1991.
 EL0055
 EL0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0055.GEOID18 height accuracy estimate available here.
 EL0055
 EL0055.Click photographs - Photos may exist for this station.
 EL0055
 EL0055.The dynamic height is computed by dividing the NAVD 88
 EL0055.geopotential number by the normal gravity value computed on the
 EL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0055.degrees latitude (g = 980.6199 gals.).
 EL0055
 EL0055.The modeled gravity was interpolated from observed gravity values.
 EL0055
 EL0055;                    North         East    Units  Estimated Accuracy
 EL0055;SPC OK S     -    81,060.      753,180.      MT  (+/- 180 meters Scaled)
 EL0055
 EL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC454711(NAD 83)
 EL0055
 EL0055                          SUPERSEDED SURVEY CONTROL
 EL0055
 EL0055  NGVD 29 (??/??/92)  176.773  (m)          579.96   (f) ADJ UNCH    1 2
 EL0055
 EL0055.Superseded values are not recommended for survey control.
 EL0055
 EL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0055.See file dsdata.pdf to determine how the superseded data were derived.
 EL0055
 EL0055_MARKER: DD = SURVEY DISK
 EL0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0055_SP_SET: BRIDGE ABUTMENT
 EL0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0055
 EL0055  HISTORY     - Date     Condition        Report By
 EL0055  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0055  HISTORY     - 1933     GOOD             CGS
 EL0055  HISTORY     - 1934     GOOD             MKTRR
 EL0055
 EL0055                          STATION DESCRIPTION
 EL0055
 EL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0055'AT ARMSTRONG.
 EL0055'ON THE M.K.T. R.R. BRIDGE OVER THE BLUE RIVER AT ARMSTRONG SET
 EL0055'IN THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE 8 INCHES FROM THE
 EL0055'WEST END AND 8 INCHES FROM THE SOUTH FACE, AND 12 FT. WEST OF
 EL0055'WEST TRACK.
 EL0055
 EL0055                          STATION RECOVERY (1934)
 EL0055
 EL0055'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0252 ***********************************************************************
 EL0252  DESIGNATION -  57
 EL0252  PID         -  EL0252
 EL0252  STATE/COUNTY-  OK/GARVIN
 EL0252  COUNTRY     -  US
 EL0252  USGS QUAD   -  STRATFORD (2018)
 EL0252
 EL0252                         *CURRENT SURVEY CONTROL
 EL0252  ______________________________________________________________________
 EL0252* NAD 83(1986) POSITION- 34 47 37.     (N) 096 56 40.     (W)   SCALED
 EL0252* NAVD 88 ORTHO HEIGHT -   333.845 (meters)     1095.29  (feet) ADJUSTED
 EL0252  ______________________________________________________________________
 EL0252  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 EL0252  DYNAMIC HEIGHT  -        333.517 (meters)     1094.21  (feet) COMP
 EL0252  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 EL0252
 EL0252  VERT ORDER      -  SECOND    CLASS 0
 EL0252
 EL0252.The horizontal coordinates were scaled from a map and have
 EL0252.an estimated accuracy of +/- 6 seconds.
 EL0252
 EL0252.The orthometric height was determined by differential leveling and
 EL0252.adjusted by the NATIONAL GEODETIC SURVEY
 EL0252.in June 1991.
 EL0252
 EL0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0252.GEOID18 height accuracy estimate available here.
 EL0252
 EL0252.Click photographs - Photos may exist for this station.
 EL0252
 EL0252.The dynamic height is computed by dividing the NAVD 88
 EL0252.geopotential number by the normal gravity value computed on the
 EL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0252.degrees latitude (g = 980.6199 gals.).
 EL0252
 EL0252.The modeled gravity was interpolated from observed gravity values.
 EL0252
 EL0252;                    North         East    Units  Estimated Accuracy
 EL0252;SPC OK S     -   162,490.      696,590.      MT  (+/- 180 meters Scaled)
 EL0252
 EL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD880520(NAD 83)
 EL0252
 EL0252                          SUPERSEDED SURVEY CONTROL
 EL0252
 EL0252  NGVD 29 (??/??/92)  333.750  (m)         1094.98   (f) ADJ UNCH    2 0
 EL0252
 EL0252.Superseded values are not recommended for survey control.
 EL0252
 EL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0252.See file dsdata.pdf to determine how the superseded data were derived.
 EL0252
 EL0252_MARKER: B = BOLT
 EL0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0252+STABILITY: SURFACE MOTION
 EL0252
 EL0252  HISTORY     - Date     Condition        Report By
 EL0252  HISTORY     - UNK      MONUMENTED
 EL0252  HISTORY     - 1934     GOOD             CGS
 EL0252  HISTORY     - 20220411 MARK NOT FOUND   OKDOT
 EL0252
 EL0252                          STATION DESCRIPTION
 EL0252
 EL0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0252'1.1 MI SE FROM STRATFORD.
 EL0252'1.1 MILES SOUTHEAST OF A.T. AND S.F. RR DEPOT, STRATFORD ABOUT
 EL0252'49 FEET NORTH OF THE NEAREST RAIL OF THE ATCHISON, TOPEKA AND
 EL0252'SANTA FE RAILROAD TRACK MILEPOST 57.  CHAINING STATION 3002 X 22.
 EL0252
 EL0252                          STATION RECOVERY (2022)
 EL0252
 EL0252'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0252'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0192 ***********************************************************************
 FJ0192  DESIGNATION -  57
 FJ0192  PID         -  FJ0192
 FJ0192  STATE/COUNTY-  OK/LINCOLN
 FJ0192  COUNTRY     -  US
 FJ0192  USGS QUAD   -  SPARKS (2018)
 FJ0192
 FJ0192                         *CURRENT SURVEY CONTROL
 FJ0192  ______________________________________________________________________
 FJ0192* NAD 83(1986) POSITION- 35 37 19.     (N) 096 48 37.     (W)   SCALED
 FJ0192* NAVD 88 ORTHO HEIGHT -   242.796 (meters)      796.57  (feet) ADJUSTED
 FJ0192  ______________________________________________________________________
 FJ0192  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 FJ0192  DYNAMIC HEIGHT  -        242.568 (meters)      795.83  (feet) COMP
 FJ0192  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 FJ0192
 FJ0192  VERT ORDER      -  FIRST     CLASS II
 FJ0192
 FJ0192.The horizontal coordinates were scaled from a map and have
 FJ0192.an estimated accuracy of +/- 6 seconds.
 FJ0192
 FJ0192.The orthometric height was determined by differential leveling and
 FJ0192.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0192.in June 1991.
 FJ0192
 FJ0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0192.GEOID18 height accuracy estimate available here.
 FJ0192
 FJ0192.Click photographs - Photos may exist for this station.
 FJ0192
 FJ0192.The dynamic height is computed by dividing the NAVD 88
 FJ0192.geopotential number by the normal gravity value computed on the
 FJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0192.degrees latitude (g = 980.6199 gals.).
 FJ0192
 FJ0192.The modeled gravity was interpolated from observed gravity values.
 FJ0192
 FJ0192;                    North         East    Units  Estimated Accuracy
 FJ0192;SPC OK N     -    69,670.      707,780.      MT  (+/- 180 meters Scaled)
 FJ0192
 FJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE983442(NAD 83)
 FJ0192
 FJ0192                          SUPERSEDED SURVEY CONTROL
 FJ0192
 FJ0192  NGVD 29 (??/??/92)  242.706  (m)          796.28   (f) ADJ UNCH    1 2
 FJ0192
 FJ0192.Superseded values are not recommended for survey control.
 FJ0192
 FJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0192.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0192
 FJ0192_MARKER: DB = BENCH MARK DISK
 FJ0192_SETTING: 80 = SET IN A BOULDER
 FJ0192_SP_SET: STONE BLOCK
 FJ0192_STAMPING: 57 ADJ 1903
 FJ0192_MARK LOGO: USGS
 FJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0192+STABILITY: SURFACE MOTION
 FJ0192
 FJ0192  HISTORY     - Date     Condition        Report By
 FJ0192  HISTORY     - 1905     MONUMENTED       USGS
 FJ0192  HISTORY     - 1933     GOOD             CGS
 FJ0192  HISTORY     - 1934     GOOD
 FJ0192
 FJ0192                          STATION DESCRIPTION
 FJ0192
 FJ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0192'0.8 MI N FROM SPARKS.
 FJ0192'0.8 MILE N OF SPARKS ON A.T. AND S.F. R.R. AT MILE 109.  0.75 MILE
 FJ0192'N. OF SANTA FE STATION IN SPARKS AND 800 FEET N. OF FT. S. AND W.
 FJ0192'R.R. STATION AND CROSSING.  30 FEET W. OF TRACK.  STONE BLOCK
 FJ0192'EXTENDS 4 FEET ABOVE GROUND AND IS PAINTED WHITE WITH 109 IN
 FJ0192'BLACK.  MARK STAMPED 57 ADJ 1903.
 FJ0192
 FJ0192                          STATION RECOVERY (1934)
 FJ0192
 FJ0192'RECOVERED 1934
 FJ0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0637 ***********************************************************************
 FK0637  FBN         -  This is a Federal Base Network Control Station.
 FK0637  DESIGNATION -  57 WHV
 FK0637  PID         -  FK0637
 FK0637  STATE/COUNTY-  OK/ROGER MILLS
 FK0637  COUNTRY     -  US
 FK0637  USGS QUAD   -  REYDON (2018)
 FK0637
 FK0637                         *CURRENT SURVEY CONTROL
 FK0637  ______________________________________________________________________
 FK0637* NAD 83(2011) POSITION- 35 44 27.35456(N) 099 58 52.50216(W)   ADJUSTED
 FK0637* NAD 83(2011) ELLIP HT-   684.370 (meters)        (06/27/12)   ADJUSTED
 FK0637* NAD 83(2011) EPOCH   -  2010.00
 FK0637* NAVD 88 ORTHO HEIGHT -   712.5   (meters)     2338.    (feet) GPS OBS
 FK0637  ______________________________________________________________________
 FK0637  NAVD 88 orthometric height was determined with geoid model    GEOID99
 FK0637  GEOID HEIGHT    -        -28.041 (meters)                     GEOID99
 FK0637  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 FK0637  NAD 83(2011) X  -   -898,417.078 (meters)                     COMP
 FK0637  NAD 83(2011) Y  - -5,104,944.515 (meters)                     COMP
 FK0637  NAD 83(2011) Z  -  3,705,297.856 (meters)                     COMP
 FK0637  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 FK0637
 FK0637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0637  Standards:
 FK0637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0637  -------------------------------------------------------------------
 FK0637  NETWORK    0.47   0.94           0.21   0.17   0.48      0.06262425
 FK0637  -------------------------------------------------------------------
 FK0637  Click here for local accuracies and other accuracy information.
 FK0637
 FK0637.The horizontal coordinates were established by GPS observations
 FK0637.and adjusted by the National Geodetic Survey in June 2012.
 FK0637
 FK0637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0637.been affixed to the stable North American tectonic plate. See 
 FK0637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0637
 FK0637.The horizontal coordinates are valid at the epoch date displayed above
 FK0637.which is a decimal equivalence of Year/Month/Day.
 FK0637
 FK0637.The orthometric height was determined by GPS observations and a
 FK0637.high-resolution geoid model.
 FK0637
 FK0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0637.GEOID18 height accuracy estimate available here.
 FK0637
 FK0637.Click photographs - Photos may exist for this station.
 FK0637
 FK0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0637
 FK0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0637
 FK0637.The ellipsoidal height was determined by GPS observations
 FK0637.and is referenced to NAD 83.
 FK0637
 FK0637. The following values were computed from the NAD 83(2011) position.
 FK0637
 FK0637;                    North         East     Units Scale Factor Converg.
 FK0637;SPC OK N     -    84,036.954   420,797.992   MT  0.99997294   -1 10 09.2
 FK0637;SPC OK N     -   275,711.24  1,380,568.08   sFT  0.99997294   -1 10 09.2
 FK0637;UTM  14      - 3,955,658.453   411,272.480   MT  0.99969701   -0 34 23.5
 FK0637
 FK0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0637!SPC OK N     -   0.99989260  x   0.99997294  =   0.99986554
 FK0637!UTM  14      -   0.99989260  x   0.99969701  =   0.99958964
 FK0637
 FK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1127255658(NAD 83)
 FK0637
 FK0637                          SUPERSEDED SURVEY CONTROL
 FK0637
 FK0637  NAD 83(2007)-  35 44 27.35460(N)    099 58 52.50301(W) AD(2002.00) 0
 FK0637  ELLIP H (02/10/07)  684.396  (m)                       GP(2002.00)    
 FK0637  ELLIP H (06/09/00)  684.388  (m)                       GP(       ) 2 2
 FK0637  NAD 83(1993)-  35 44 27.35438(N)    099 58 52.50250(W) AD(       ) B
 FK0637  ELLIP H (05/09/94)  684.417  (m)                       GP(       ) 4 2
 FK0637  NAVD 88 (07/24/98)  712.5    (m)  GEOID96  model used  GPS OBS        
 FK0637  NAVD 88 (01/13/95)  712.5    (m)  UNKNOWN  model used  GPS OBS        
 FK0637  NAVD 88 (05/09/94)  712.5    (m)  GEOID93  model used  GPS OBS        
 FK0637
 FK0637.Superseded values are not recommended for survey control.
 FK0637
 FK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0637.See file dsdata.pdf to determine how the superseded data were derived.
 FK0637
 FK0637_MARKER: DB = BENCH MARK DISK
 FK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0637_STAMPING: 57 WHV 1959 2337
 FK0637_MARK LOGO: USGS
 FK0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0637+STABILITY: SURFACE MOTION
 FK0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0637+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1999
 FK0637
 FK0637  HISTORY     - Date     Condition        Report By
 FK0637  HISTORY     - 1959     MONUMENTED       USGS
 FK0637  HISTORY     - 19930517 GOOD             NGS
 FK0637  HISTORY     - 19990819 GOOD             NGS
 FK0637
 FK0637                          STATION DESCRIPTION
 FK0637
 FK0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FK0637'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHWEST OF REYDON, 2 KM
 FK0637'(1.25 MI) SOUTH OF THE WASHITA RIVER, 2 KM (1.25 MI) EAST OF THE
 FK0637'OKLAHOMA-TEXAS STATE LINE, ALONG A PAVED ROAD, AT THE NORTH EDGE OF A
 FK0637'CULTIVATED FIELD, ON THE RIGHT-OF-WAY (FENCE IS IN THE WRONG PLACE),
 FK0637'IN THE NORTHEAST 1/4 OF SECTION 32, T15N, R26W.  OWNERSHIP--OKLAHOMA
 FK0637'DEPARTMENT OF TRANSPORTATION.
 FK0637'
 FK0637'TO REACH FROM THE CROSSROAD AT THE JUNCTION OF STATE HIGHWAYS 30 AND
 FK0637'47 ON THE WEST SIDE OF REYDON, GO NORTH ON HIGHWAY 30 FOR 9.97 KM
 FK0637'(6.20 MI) TO A CROSSROAD.  TURN LEFT (WEST) ON PAVED ROAD (EW 88) FOR
 FK0637'4.90 KM (3.05 MI) TO A DIRT CROSSROAD AT FRAME HOUSE ON THE RIGHT.
 FK0637'CONTINUE AHEAD FOR 0.17 KM (0.10 MI) TO THE STATION ON THE LEFT ON TOP
 FK0637'OF A VERY SLIGHT RISE.
 FK0637'
 FK0637'THE STATION IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 FK0637'PROJECTING 10 CM ABOVE GROUND.  IT IS 8.8 M (28.9 FT) SOUTH OF, AND 1
 FK0637'M (3.3 FT) HIGHER THAN THE ROAD CENTER, 0.8 M (2.6 FT) SOUTH OF A WIRE
 FK0637'FENCE, 1.0 M (3.3 FT) WEST OF A METAL WITNESS POST, AND 0.5 M (1.6 FT)
 FK0637'EAST OF A FIBERGLASS WITNESS POST.
 FK0637
 FK0637                          STATION RECOVERY (1999)
 FK0637
 FK0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FK0637'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHWEST OF REYDON, 2 KM
 FK0637'(1.25 MI) SOUTH OF THE WASHITA RIVER, 2 KM (1.25 MI) EAST OF THE
 FK0637'OKLAHOMA-TEXAS STATE LINE, ALONG A PAVED ROAD, AT THE NORTH EDGE OF A
 FK0637'CULTIVATED FIELD, ON THE RIGHT-OF-WAY (FENCE IS IN THE WRONG PLACE),
 FK0637'IN THE NORTHEAST 1/4 OF SECTION 32, T15N, R26W.  OWNERSHIP--OKLAHOMA
 FK0637'DEPARTMENT OF TRANSPORTATION.
 FK0637'
 FK0637'TO REACH FROM THE CROSSROAD AT THE JUNCTION OF STATE HIGHWAYS 30 AND
 FK0637'47 ON THE WEST SIDE OF REYDON, GO NORTH ON HIGHWAY 30 FOR 9.97 KM
 FK0637'(6.20 MI) TO A CROSSROAD.  TURN LEFT (WEST) ON PAVED ROAD (EW 88) FOR
 FK0637'4.90 KM (3.05 MI) TO A DIRT CROSSROAD AT A FRAME HOUSE ON THE RIGHT.
 FK0637'CONTINUE AHEAD FOR 0.17 KM (0.10 MI) TO THE STATION ON THE LEFT, ON
 FK0637'TOP OF A VERY SLIGHT RISE.
 FK0637'
 FK0637'THE STATION IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST
 FK0637'PROJECTING 10 CM ABOVE GROUND.  IT IS 9.63 M (31.59 FT) SOUTH OF, AND
 FK0637'1.0 M (3.3 FT) HIGHER THAN THE ROAD CENTER, 0.8 M (2.6 FT) SOUTH OF AN
 FK0637'ABANDONED WIRE FENCE, 0.98 M (3.22 FT) EAST-NORTHEAST OF AN OKDOT
 FK0637'METAL WITNESS POST, 0.91 M (2.99 FT) WEST OF AN OKDOT METAL WITNESS
 FK0637'POST, 0.88 M (2.89 FT) SOUTH OF AN OKDOT METAL WITNESS POST AND 0.55 M
 FK0637'(1.80 FT) EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0057 ***********************************************************************
 EL0057  DESIGNATION -  58
 EL0057  PID         -  EL0057
 EL0057  STATE/COUNTY-  OK/BRYAN
 EL0057  COUNTRY     -  US
 EL0057  USGS QUAD   -  CADDO SOUTH (2018)
 EL0057
 EL0057                         *CURRENT SURVEY CONTROL
 EL0057  ______________________________________________________________________
 EL0057* NAD 83(1986) POSITION- 34 03 16.     (N) 096 20 20.     (W)   SCALED
 EL0057* NAVD 88 ORTHO HEIGHT -   177.915 (meters)      583.71  (feet) ADJUSTED
 EL0057  ______________________________________________________________________
 EL0057  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 EL0057  DYNAMIC HEIGHT  -        177.735 (meters)      583.12  (feet) COMP
 EL0057  MODELED GRAVITY -    979,619.7   (mgal)                       NAVD 88
 EL0057
 EL0057  VERT ORDER      -  FIRST     CLASS II
 EL0057
 EL0057.The horizontal coordinates were scaled from a map and have
 EL0057.an estimated accuracy of +/- 6 seconds.
 EL0057
 EL0057.The orthometric height was determined by differential leveling and
 EL0057.adjusted by the NATIONAL GEODETIC SURVEY
 EL0057.in June 1991.
 EL0057
 EL0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0057.GEOID18 height accuracy estimate available here.
 EL0057
 EL0057.Click photographs - Photos may exist for this station.
 EL0057
 EL0057.The dynamic height is computed by dividing the NAVD 88
 EL0057.geopotential number by the normal gravity value computed on the
 EL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0057.degrees latitude (g = 980.6199 gals.).
 EL0057
 EL0057.The modeled gravity was interpolated from observed gravity values.
 EL0057
 EL0057;                    North         East    Units  Estimated Accuracy
 EL0057;SPC OK S     -    81,250.      753,350.      MT  (+/- 180 meters Scaled)
 EL0057
 EL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC456713(NAD 83)
 EL0057
 EL0057                          SUPERSEDED SURVEY CONTROL
 EL0057
 EL0057  NGVD 29 (??/??/92)  177.854  (m)          583.51   (f) ADJ UNCH    1 2
 EL0057
 EL0057.Superseded values are not recommended for survey control.
 EL0057
 EL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0057.See file dsdata.pdf to determine how the superseded data were derived.
 EL0057
 EL0057_MARKER: DD = SURVEY DISK
 EL0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0057_SP_SET: BRIDGE ABUTMENT
 EL0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0057
 EL0057  HISTORY     - Date     Condition        Report By
 EL0057  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0057  HISTORY     - 1933     GOOD             CGS
 EL0057  HISTORY     - 1934     GOOD             MKTRR
 EL0057
 EL0057                          STATION DESCRIPTION
 EL0057
 EL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0057'0.2 MI N FROM ARMSTRONG.
 EL0057'ON THE M-K-T RAILROAD, AN M-K-T BRONZE DISC SET IN THE WEST END
 EL0057'OF THE SOUTH ABUTMENT OF PARAPET SUPPORTING TRESTLE, MARK
 EL0057'LOCATED ABOUT 650 FEET NORTH OF THE NORTH END OF THE BRIDGE
 EL0057'OVER THE BLUE RIVER.
 EL0057
 EL0057                          STATION RECOVERY (1934)
 EL0057
 EL0057'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0251 ***********************************************************************
 EL0251  DESIGNATION -  58
 EL0251  PID         -  EL0251
 EL0251  STATE/COUNTY-  OK/GARVIN
 EL0251  COUNTRY     -  US
 EL0251  USGS QUAD   -  STRATFORD (2018)
 EL0251
 EL0251                         *CURRENT SURVEY CONTROL
 EL0251  ______________________________________________________________________
 EL0251* NAD 83(1986) POSITION- 34 47 33.     (N) 096 57 31.     (W)   SCALED
 EL0251* NAVD 88 ORTHO HEIGHT -   333.20  (+/-2cm)     1093.2   (feet) VERTCON3
 EL0251  ______________________________________________________________________
 EL0251  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 EL0251  VERT ORDER      -  ? (See Below)
 EL0251
 EL0251.The horizontal coordinates were scaled from a map and have
 EL0251.an estimated accuracy of +/- 6 seconds.
 EL0251
 EL0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0251
 EL0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0251.GEOID18 height accuracy estimate available here.
 EL0251
 EL0251.The vertical order pertains to the NGVD 29 superseded value.
 EL0251
 EL0251.Click photographs - Photos may exist for this station.
 EL0251
 EL0251;                    North         East    Units  Estimated Accuracy
 EL0251;SPC OK S     -   162,350.      695,300.      MT  (+/- 180 meters Scaled)
 EL0251
 EL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD867519(NAD 83)
 EL0251
 EL0251                          SUPERSEDED SURVEY CONTROL
 EL0251
 EL0251  NGVD 29 (??/??/92)  333.099  (m)         1092.84   (f) ADJ UNCH       
 EL0251
 EL0251.Superseded values are not recommended for survey control.
 EL0251
 EL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0251.See file dsdata.pdf to determine how the superseded data were derived.
 EL0251
 EL0251_MARKER: B = BOLT
 EL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0251+STABILITY: SURFACE MOTION
 EL0251
 EL0251  HISTORY     - Date     Condition        Report By
 EL0251  HISTORY     - UNK      MONUMENTED
 EL0251  HISTORY     - 1934     GOOD             CGS
 EL0251
 EL0251                          STATION DESCRIPTION
 EL0251
 EL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0251'0.2 MI SE FROM STRATFORD.
 EL0251'0.2 MILES SOUTHEAST OF A.T. AND S.F. STATION, STRATFORD ABOUT
 EL0251'98 FEET NORTH OF THE NEAREST RAIL OF THE ATCHISON, TOPEKA AND
 EL0251'SANTA FE RAILROAD TRACK AT MILEPOST 58.  CHAINING STATION
 EL0251'3061 X 50.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0059 ***********************************************************************
 EL0059  DESIGNATION -  59
 EL0059  PID         -  EL0059
 EL0059  STATE/COUNTY-  OK/BRYAN
 EL0059  COUNTRY     -  US
 EL0059  USGS QUAD   -  CADDO SOUTH (2018)
 EL0059
 EL0059                         *CURRENT SURVEY CONTROL
 EL0059  ______________________________________________________________________
 EL0059* NAD 83(1986) POSITION- 34 04 25.     (N) 096 19 00.     (W)   SCALED
 EL0059* NAVD 88 ORTHO HEIGHT -   188.929 (meters)      619.84  (feet) ADJUSTED
 EL0059  ______________________________________________________________________
 EL0059  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 EL0059  DYNAMIC HEIGHT  -        188.739 (meters)      619.22  (feet) COMP
 EL0059  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 EL0059
 EL0059  VERT ORDER      -  FIRST     CLASS II
 EL0059
 EL0059.The horizontal coordinates were scaled from a map and have
 EL0059.an estimated accuracy of +/- 6 seconds.
 EL0059
 EL0059.The orthometric height was determined by differential leveling and
 EL0059.adjusted by the NATIONAL GEODETIC SURVEY
 EL0059.in June 1991.
 EL0059
 EL0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0059.GEOID18 height accuracy estimate available here.
 EL0059
 EL0059.Click photographs - Photos may exist for this station.
 EL0059
 EL0059.The dynamic height is computed by dividing the NAVD 88
 EL0059.geopotential number by the normal gravity value computed on the
 EL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0059.degrees latitude (g = 980.6199 gals.).
 EL0059
 EL0059.The modeled gravity was interpolated from observed gravity values.
 EL0059
 EL0059;                    North         East    Units  Estimated Accuracy
 EL0059;SPC OK S     -    83,410.      755,370.      MT  (+/- 180 meters Scaled)
 EL0059
 EL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC476735(NAD 83)
 EL0059
 EL0059                          SUPERSEDED SURVEY CONTROL
 EL0059
 EL0059  NGVD 29 (??/??/92)  188.866  (m)          619.64   (f) ADJ UNCH    1 2
 EL0059
 EL0059.Superseded values are not recommended for survey control.
 EL0059
 EL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0059.See file dsdata.pdf to determine how the superseded data were derived.
 EL0059
 EL0059_MARKER: B = BOLT
 EL0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0059_SP_SET: CULVERT
 EL0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0059
 EL0059  HISTORY     - Date     Condition        Report By
 EL0059  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0059  HISTORY     - 1933     GOOD             CGS
 EL0059  HISTORY     - 1934     GOOD             MKTRR
 EL0059
 EL0059                          STATION DESCRIPTION
 EL0059
 EL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0059'4.9 MI S FROM CADDO.
 EL0059'ON THE M-K-T RAILROAD, A TRACK BOLT SET IN THE SOUTHWEST CORNER
 EL0059'OF THE WEST HEADWALL OF CONCRETE CULVERT UNDER RAILROAD, 2800
 EL0059'FEET (16 TELEGRAPH POLES) NORTH OF MILE POLE 635.
 EL0059
 EL0059                          STATION RECOVERY (1934)
 EL0059
 EL0059'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0157 ***********************************************************************
 EL0157  DESIGNATION -  592
 EL0157  PID         -  EL0157
 EL0157  STATE/COUNTY-  OK/ATOKA
 EL0157  COUNTRY     -  US
 EL0157  USGS QUAD   -  LEHIGH (2019)
 EL0157
 EL0157                         *CURRENT SURVEY CONTROL
 EL0157  ______________________________________________________________________
 EL0157* NAD 83(1986) POSITION- 34 25 06.     (N) 096 11 50.     (W)   SCALED
 EL0157* NAVD 88 ORTHO HEIGHT -   180.689 (meters)      592.81  (feet) ADJUSTED
 EL0157  ______________________________________________________________________
 EL0157  GEOID HEIGHT    -        -27.784 (meters)                     GEOID18
 EL0157  DYNAMIC HEIGHT  -        180.505 (meters)      592.21  (feet) COMP
 EL0157  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 EL0157
 EL0157  VERT ORDER      -  SECOND    CLASS 0
 EL0157
 EL0157.The horizontal coordinates were scaled from a map and have
 EL0157.an estimated accuracy of +/- 6 seconds.
 EL0157
 EL0157.The orthometric height was determined by differential leveling and
 EL0157.adjusted by the NATIONAL GEODETIC SURVEY
 EL0157.in June 1991.
 EL0157
 EL0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0157.GEOID18 height accuracy estimate available here.
 EL0157
 EL0157.Click photographs - Photos may exist for this station.
 EL0157
 EL0157.The dynamic height is computed by dividing the NAVD 88
 EL0157.geopotential number by the normal gravity value computed on the
 EL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0157.degrees latitude (g = 980.6199 gals.).
 EL0157
 EL0157.The modeled gravity was interpolated from observed gravity values.
 EL0157
 EL0157;                    North         East    Units  Estimated Accuracy
 EL0157;SPC OK S     -   121,830.      765,710.      MT  (+/- 180 meters Scaled)
 EL0157
 EL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD575121(NAD 83)
 EL0157
 EL0157                          SUPERSEDED SURVEY CONTROL
 EL0157
 EL0157  NGVD 29 (??/??/92)  180.614  (m)          592.56   (f) ADJ UNCH    2 0
 EL0157
 EL0157.Superseded values are not recommended for survey control.
 EL0157
 EL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0157.See file dsdata.pdf to determine how the superseded data were derived.
 EL0157
 EL0157_MARKER: P = PIPE CAP
 EL0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0157_STAMPING: R 10+11 E T 1+2 S 592
 EL0157_MARK LOGO: USGS
 EL0157_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0157
 EL0157  HISTORY     - Date     Condition        Report By
 EL0157  HISTORY     - UNK      MONUMENTED       USGS
 EL0157  HISTORY     - 1934     GOOD             CGS
 EL0157
 EL0157                          STATION DESCRIPTION
 EL0157
 EL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0157'4.3 MI SE FROM LEHIGH.
 EL0157'IN ATOKA COUNTY, 4.3 MILES SOUTHEAST ALONG THE OKLAHOMA
 EL0157'CITY-ADA-ATOKA RAILWAY FROM THE STATION, AT LEHIGH, COAL COUNTY,
 EL0157'ABOUT 1/4 MILE WEST OF THE TRACK, ON THE COAL-ATOKA COUNTY LINE,
 EL0157'AND AT THE SOUTHEAST CORNER OF R 10 E, T 1 S.  A UNITED STATES
 EL0157'GEOLOGICAL SURVEY STANDARD CAP, STAMPED R 10 AND 11 E. AND T
 EL0157'1 AND 2 S 592 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0404 ***********************************************************************
 GG0404  DESIGNATION -  599
 GG0404  PID         -  GG0404
 GG0404  STATE/COUNTY-  OK/ROGERS
 GG0404  COUNTRY     -  US
 GG0404  USGS QUAD   -  CLAREMORE (2019)
 GG0404
 GG0404                         *CURRENT SURVEY CONTROL
 GG0404  ______________________________________________________________________
 GG0404* NAD 83(1986) POSITION- 36 18 47.     (N) 095 37 01.     (W)   SCALED
 GG0404* NAVD 88 ORTHO HEIGHT -   183.206 (meters)      601.07  (feet) ADJUSTED
 GG0404  ______________________________________________________________________
 GG0404  GEOID HEIGHT    -        -29.210 (meters)                     GEOID18
 GG0404  DYNAMIC HEIGHT  -        183.049 (meters)      600.55  (feet) COMP
 GG0404  MODELED GRAVITY -    979,772.2   (mgal)                       NAVD 88
 GG0404
 GG0404  VERT ORDER      -  FIRST     CLASS II
 GG0404
 GG0404.The horizontal coordinates were scaled from a map and have
 GG0404.an estimated accuracy of +/- 6 seconds.
 GG0404
 GG0404.The orthometric height was determined by differential leveling and
 GG0404.adjusted by the NATIONAL GEODETIC SURVEY
 GG0404.in June 1991.
 GG0404
 GG0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0404.GEOID18 height accuracy estimate available here.
 GG0404
 GG0404.Click photographs - Photos may exist for this station.
 GG0404
 GG0404.The dynamic height is computed by dividing the NAVD 88
 GG0404.geopotential number by the normal gravity value computed on the
 GG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0404.degrees latitude (g = 980.6199 gals.).
 GG0404
 GG0404.The modeled gravity was interpolated from observed gravity values.
 GG0404
 GG0404;                    North         East    Units  Estimated Accuracy
 GG0404;SPC OK N     -   148,310.      813,980.      MT  (+/- 180 meters Scaled)
 GG0404
 GG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA650218(NAD 83)
 GG0404
 GG0404                          SUPERSEDED SURVEY CONTROL
 GG0404
 GG0404  NGVD 29 (??/??/92)  183.089  (m)          600.68   (f) ADJ UNCH    1 2
 GG0404
 GG0404.Superseded values are not recommended for survey control.
 GG0404
 GG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0404.See file dsdata.pdf to determine how the superseded data were derived.
 GG0404
 GG0404_MARKER: DB = BENCH MARK DISK
 GG0404_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GG0404_SP_SET: FOUNDATION
 GG0404_STAMPING: 599
 GG0404_MARK LOGO: USGS
 GG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0404+STABILITY: SURFACE MOTION
 GG0404
 GG0404  HISTORY     - Date     Condition        Report By
 GG0404  HISTORY     - UNK      MONUMENTED       USGS
 GG0404  HISTORY     - 1960     GOOD             CGS
 GG0404  HISTORY     - 19940913 MARK NOT FOUND   LOCENG
 GG0404
 GG0404                          STATION DESCRIPTION
 GG0404
 GG0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0404'AT CLAREMORE.
 GG0404'AT CLAREMORE, ROGERS COUNTY, AT THE NORTHWEST CORNER OF THIRD
 GG0404'STREET AND WICHITA AVENUE, ABOUT 56 YARDS EAST OF THE ST.
 GG0404'LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK, AT A FORD GARAGE AND
 GG0404'FILLING STATION, AND IN THE FACE OF THE TOP COURSE OF THE
 GG0404'FOUNDATION STONE OF THE SOUTH COLUMN.  A UNITED STATES GEOLOGICAL
 GG0404'SURVEY STANDARD DISK, STAMPED 599 AND SET VERTICALLY.  NOTE-- THIS
 GG0404'BENCH MARK HAS BEEN PAINTED OVER SEVERAL TIMES.  NOTE-- THE
 GG0404'SOUTHWEST CORNER OF TH CHRYSLER-PLYMOUTH GARAGE, AT THE NORTHEAST
 GG0404'CORNER OF THE INTERSECTION OF WICHITA AND WILL ROGERS AVENUES
 GG0404'AND IN THE TOP COURSE OF THE FOUNDATION STONE OF THE SOUTH
 GG0404'COLUMN.
 GG0404
 GG0404                          STATION RECOVERY (1994)
 GG0404
 GG0404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 GG0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0747 ***********************************************************************
 EL0747  DESIGNATION -  5A 71 TT
 EL0747  PID         -  EL0747
 EL0747  STATE/COUNTY-  OK/BRYAN
 EL0747  COUNTRY     -  US
 EL0747  USGS QUAD   -  CADDO SOUTH (2018)
 EL0747
 EL0747                         *CURRENT SURVEY CONTROL
 EL0747  ______________________________________________________________________
 EL0747* NAD 83(1993) POSITION- 34 03 37.75594(N) 096 19 56.04646(W)   ADJUSTED
 EL0747* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 EL0747  ______________________________________________________________________
 EL0747  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 EL0747  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 EL0747  HORZ ORDER      -  THIRD
 EL0747
 EL0747.The horizontal coordinates were established by classical geodetic methods
 EL0747.and adjusted by the National Geodetic Survey in November 1994.
 EL0747
 EL0747.The orthometric height was scaled from a topographic map.
 EL0747
 EL0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0747.GEOID18 height accuracy estimate available here.
 EL0747
 EL0747.Click photographs - Photos may exist for this station.
 EL0747
 EL0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0747
 EL0747. The following values were computed from the NAD 83(1993) position.
 EL0747
 EL0747;                    North         East     Units Scale Factor Converg.
 EL0747;SPC OK S     -    81,930.572   753,956.327   MT  0.99997744   +0 56 47.9
 EL0747;SPC OK S     -   268,800.55  2,473,605.05   sFT  0.99997744   +0 56 47.9
 EL0747;UTM  14      - 3,772,074.574   746,220.960   MT  1.00034739   +1 29 41.6
 EL0747
 EL0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0747!SPC OK S     -   0.99997526  x   0.99997744  =   0.99995270
 EL0747!UTM  14      -   0.99997526  x   1.00034739  =   1.00032264
 EL0747
 EL0747:                Primary Azimuth Mark                     Grid Az
 EL0747:SPC OK S     -  5A 71 TT AZ MK                           042 48 38.1
 EL0747:UTM  14      -  5A 71 TT AZ MK                           042 15 44.4
 EL0747
 EL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4622072074(NAD 83)
 EL0747
 EL0747|---------------------------------------------------------------------|
 EL0747| PID    Reference Object                     Distance      Geod. Az  |
 EL0747|                                                           dddmmss.s |
 EL0747| CX9050 5A 71 TT AZ MK                                     0434526.0 |
 EL0747| CX9051 5A 71 TT RM 1                        17.605 METERS 21925     |
 EL0747| CX9052 5A 71 TT RM 2                        36.025 METERS 31324     |
 EL0747|---------------------------------------------------------------------|
 EL0747
 EL0747                          SUPERSEDED SURVEY CONTROL
 EL0747
 EL0747  NAD 83(1986)-  34 03 37.76156(N)    096 19 56.03872(W) AD(       ) 3
 EL0747  NAD 27      -  34 03 37.41800(N)    096 19 55.07850(W) AD(       ) 3
 EL0747
 EL0747.Superseded values are not recommended for survey control.
 EL0747
 EL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0747.See file dsdata.pdf to determine how the superseded data were derived.
 EL0747
 EL0747_MARKER: DD = SURVEY DISK
 EL0747_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0747_STAMPING: 5A 71 TT 1936
 EL0747_MARK LOGO: OKCC
 EL0747_PROJECTION: PROJECTING 10 CENTIMETERS
 EL0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0747
 EL0747  HISTORY     - Date     Condition        Report By
 EL0747  HISTORY     - 1936     MONUMENTED       OKCC
 EL0747  HISTORY     - 1955     GOOD             OKGS
 EL0747
 EL0747                          STATION DESCRIPTION
 EL0747
 EL0747'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1955 (WRH)
 EL0747'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CADDO, 4
 EL0747'MILES NORTHEAST OF DURANT, 0.75 MILE NORTHEAST OF THE VILLAGE
 EL0747'OF ARMSTRONG, 0.4 MILE SOUTH OF THE OKLAHOMA STATE FISH HATCHERY
 EL0747'AND IT IS SITUATED ON A SMALL KNOLL BETWEEN THE HIGHWAY
 EL0747'AND THE RAILROAD.
 EL0747'
 EL0747'THE STATION MARK IS A CONSERVATION COMMISSION OF OKLAHOMA
 EL0747'STATE SURVEY STATION MARK STAMPED 5A 71 TT 1936 SET IN THE
 EL0747'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 14 INCHES
 EL0747'ABOVE THE GROUND.  THE MARK IS 58.0 FEET WEST OF THE WEST RAIL
 EL0747'OF THE RAILROAD TRACKS, 56.5 EAST OF THE CENTERLINE OF U.S.
 EL0747'HIGHWAYS 69 AND 75 AND 11.5 FEET SOUTH OF A WHITE WITNESS
 EL0747'POST.
 EL0747'
 EL0747'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 5A
 EL0747'71 TT (OGS) NO 1 1955 SET IN THE TOP OF A 10 INCH SQUARE
 EL0747'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 EL0747'MARK IS 58.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 EL0747'56.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAYS 69 AND 75
 EL0747'AND IT IS AT THE STATION ELEVATION.
 EL0747'
 EL0747'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 5A
 EL0747'71 TT (OGS) NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE
 EL0747'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 EL0747'MARK IS 52.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS
 EL0747'69 AND 75, 0.5 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND IT IS
 EL0747'ABOUT 3 FEET LOWER THAN THE STATION.
 EL0747'
 EL0747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 5A 71 TT (OGS)
 EL0747'1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 EL0747'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 90.0 FEET
 EL0747'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 45.0 FEET EAST
 EL0747'OF THE CENTERLINE OF U.S. HIGHWAYS 69 AND 75 AND 4.5 FEET
 EL0747'SOUTH OF A TELEPHONE POLE.
 EL0747'
 EL0747'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 EL0747'U.S. HIGHWAYS 69 AND 75 FOR 0.5 MILE TO THE AZIMUTH MARK
 EL0747'ON THE RIGHT AS DESCRIBED.
 EL0747'
 EL0747'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 EL0747'OF ARMSTRONG GO NORTHEAST ON U.S. HIGHWAYS 69 AND 75 FOR 0.2
 EL0747'MILE TO THE BRIDGE THAT CROSSES THE BLUE RIVER.  CROSS THE
 EL0747'BRIDGE AND CONTINUE NORTHEAST ON U.S. HIGHWAYS 69 AND 75 FOR
 EL0747'0.55 MILE TO THE STATION AS DESCRIBED.
 EL0747'
 EL0747'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0512 ***********************************************************************
 EM0512  DESIGNATION -  6
 EM0512  PID         -  EM0512
 EM0512  STATE/COUNTY-  OK/JACKSON
 EM0512  COUNTRY     -  US
 EM0512  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0512
 EM0512                         *CURRENT SURVEY CONTROL
 EM0512  ______________________________________________________________________
 EM0512* NAD 83(1986) POSITION- 34 31 24.     (N) 099 32 23.     (W)   SCALED
 EM0512* NAVD 88 ORTHO HEIGHT -   410.966 (meters)     1348.31  (feet) ADJUSTED
 EM0512  ______________________________________________________________________
 EM0512  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 EM0512  DYNAMIC HEIGHT  -        410.514 (meters)     1346.83  (feet) COMP
 EM0512  MODELED GRAVITY -    979,523.3   (mgal)                       NAVD 88
 EM0512
 EM0512  VERT ORDER      -  SECOND    CLASS 0
 EM0512
 EM0512.The horizontal coordinates were scaled from a map and have
 EM0512.an estimated accuracy of +/- 6 seconds.
 EM0512
 EM0512.The orthometric height was determined by differential leveling and
 EM0512.adjusted by the NATIONAL GEODETIC SURVEY
 EM0512.in June 1991.
 EM0512
 EM0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0512.GEOID18 height accuracy estimate available here.
 EM0512
 EM0512.Click photographs - Photos may exist for this station.
 EM0512
 EM0512.The dynamic height is computed by dividing the NAVD 88
 EM0512.geopotential number by the normal gravity value computed on the
 EM0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0512.degrees latitude (g = 980.6199 gals.).
 EM0512
 EM0512.The modeled gravity was interpolated from observed gravity values.
 EM0512
 EM0512;                    North         East    Units  Estimated Accuracy
 EM0512;SPC OK S     -   133,080.      458,650.      MT  (+/- 180 meters Scaled)
 EM0512
 EM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD504203(NAD 83)
 EM0512
 EM0512                          SUPERSEDED SURVEY CONTROL
 EM0512
 EM0512  NGVD 29 (??/??/92)  410.786  (m)         1347.72   (f) ADJ UNCH    2 0
 EM0512
 EM0512.Superseded values are not recommended for survey control.
 EM0512
 EM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0512.See file dsdata.pdf to determine how the superseded data were derived.
 EM0512
 EM0512_MARKER: DD = SURVEY DISK
 EM0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0512_MARK LOGO: USACE
 EM0512_PROJECTION: FLUSH
 EM0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0512+STABILITY: SURFACE MOTION
 EM0512
 EM0512  HISTORY     - Date     Condition        Report By
 EM0512  HISTORY     - UNK      MONUMENTED       USACE
 EM0512  HISTORY     - 1961     GOOD             CGS
 EM0512  HISTORY     - 1981     GOOD             LOCSUR
 EM0512  HISTORY     - 20191211 MARK NOT FOUND   OKDOT
 EM0512
 EM0512                          STATION DESCRIPTION
 EM0512
 EM0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0512'7.3 MI NE FROM ELDORADO.
 EM0512'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 EM0512'ELDORADO, 67 FEET NORTH OF THE CENTER OF THE HIGHWAY, 27 FEET WEST OF
 EM0512'A FENCE, 25 FEET EAST OF THE CENTER OF A SURFACED ROAD, SET IN A
 EM0512'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 EM0512
 EM0512                          STATION RECOVERY (1981)
 EM0512
 EM0512'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EM0512'RECOVERED IN GOOD CONDITION.
 EM0512
 EM0512                          STATION RECOVERY (2019)
 EM0512
 EM0512'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SJP)
 EM0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0287 ***********************************************************************
 FJ0287  DESIGNATION -  6
 FJ0287  PID         -  FJ0287
 FJ0287  STATE/COUNTY-  OK/LOGAN
 FJ0287  COUNTRY     -  US
 FJ0287  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0287
 FJ0287                         *CURRENT SURVEY CONTROL
 FJ0287  ______________________________________________________________________
 FJ0287* NAD 83(1986) POSITION- 35 47 52.     (N) 097 29 24.     (W)   SCALED
 FJ0287* NAVD 88 ORTHO HEIGHT -   298.219 (meters)      978.41  (feet) ADJUSTED
 FJ0287  ______________________________________________________________________
 FJ0287  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 FJ0287  DYNAMIC HEIGHT  -        297.943 (meters)      977.50  (feet) COMP
 FJ0287  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 FJ0287
 FJ0287  VERT ORDER      -  SECOND    CLASS 0
 FJ0287
 FJ0287.The horizontal coordinates were scaled from a map and have
 FJ0287.an estimated accuracy of +/- 6 seconds.
 FJ0287
 FJ0287.The orthometric height was determined by differential leveling and
 FJ0287.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0287.in June 1991.
 FJ0287
 FJ0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0287.GEOID18 height accuracy estimate available here.
 FJ0287
 FJ0287.Click photographs - Photos may exist for this station.
 FJ0287
 FJ0287.The dynamic height is computed by dividing the NAVD 88
 FJ0287.geopotential number by the normal gravity value computed on the
 FJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0287.degrees latitude (g = 980.6199 gals.).
 FJ0287
 FJ0287.The modeled gravity was interpolated from observed gravity values.
 FJ0287
 FJ0287;                    North         East    Units  Estimated Accuracy
 FJ0287;SPC OK N     -    88,640.      646,100.      MT  (+/- 180 meters Scaled)
 FJ0287
 FJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE364625(NAD 83)
 FJ0287
 FJ0287                          SUPERSEDED SURVEY CONTROL
 FJ0287
 FJ0287  NGVD 29 (??/??/92)  298.085  (m)          977.97   (f) ADJ UNCH    2 0
 FJ0287
 FJ0287.Superseded values are not recommended for survey control.
 FJ0287
 FJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0287.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0287
 FJ0287_MARKER: P = PIPE CAP
 FJ0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0287_STAMPING: 979 NO 6 ADJ 1903
 FJ0287_MARK LOGO: USGS
 FJ0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0287
 FJ0287  HISTORY     - Date     Condition        Report By
 FJ0287  HISTORY     - 1905     MONUMENTED       USGS
 FJ0287  HISTORY     - 1934     GOOD             CGS
 FJ0287
 FJ0287                          STATION DESCRIPTION
 FJ0287
 FJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0287'7.1 MI S FROM GUTHRIE.
 FJ0287'7.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0287'FROM THE STATION AT GUTHRIE, LOGAN COUNTY, 0.3 MILE NORTH OF
 FJ0287'THE STATION AT SEWARD, AT A COUNTY-ROAD CROSSING, 47.3 FEET
 FJ0287'SOUTHEAST OF THE CENTER OF THE CROSSING, 42.4 FEET EAST OF THE
 FJ0287'CENTERLINE OF THE TRACK, 36.7 FEET SOUTH OF THE CENTERLINE OF
 FJ0287'THE ROAD, 33.2 FEET EAST OF THE EAST END OF WOODEN CULVERT 359 A,
 FJ0287'AND 20.6 FEET SOUTHWEST OF A POLE.  A USGS STANDARD CAP, STAMPED
 FJ0287'979 NO 6 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FJ0287'PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0216 ***********************************************************************
 EL0216  DESIGNATION -  6 963
 EL0216  PID         -  EL0216
 EL0216  STATE/COUNTY-  OK/MURRAY
 EL0216  COUNTRY     -  US
 EL0216  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0216
 EL0216                         *CURRENT SURVEY CONTROL
 EL0216  ______________________________________________________________________
 EL0216* NAD 83(1986) POSITION- 34 30 06.     (N) 096 58 16.     (W)   SCALED
 EL0216* NAVD 88 ORTHO HEIGHT -   293.976 (meters)      964.49  (feet) ADJUSTED
 EL0216  ______________________________________________________________________
 EL0216  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 EL0216  DYNAMIC HEIGHT  -        293.688 (meters)      963.54  (feet) COMP
 EL0216  MODELED GRAVITY -    979,643.9   (mgal)                       NAVD 88
 EL0216
 EL0216  VERT ORDER      -  SECOND    CLASS 0
 EL0216
 EL0216.The horizontal coordinates were scaled from a map and have
 EL0216.an estimated accuracy of +/- 6 seconds.
 EL0216
 EL0216.The orthometric height was determined by differential leveling and
 EL0216.adjusted by the NATIONAL GEODETIC SURVEY
 EL0216.in June 1991.
 EL0216
 EL0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0216.GEOID18 height accuracy estimate available here.
 EL0216
 EL0216.Click photographs - Photos may exist for this station.
 EL0216
 EL0216.The dynamic height is computed by dividing the NAVD 88
 EL0216.geopotential number by the normal gravity value computed on the
 EL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0216.degrees latitude (g = 980.6199 gals.).
 EL0216
 EL0216.The modeled gravity was interpolated from observed gravity values.
 EL0216
 EL0216;                    North         East    Units  Estimated Accuracy
 EL0216;SPC OK S     -   130,080.      694,480.      MT  (+/- 180 meters Scaled)
 EL0216
 EL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD862196(NAD 83)
 EL0216
 EL0216                          SUPERSEDED SURVEY CONTROL
 EL0216
 EL0216  NGVD 29 (??/??/92)  293.902  (m)          964.24   (f) ADJ UNCH    2 0
 EL0216
 EL0216.Superseded values are not recommended for survey control.
 EL0216
 EL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0216.See file dsdata.pdf to determine how the superseded data were derived.
 EL0216
 EL0216_MARKER: DD = SURVEY DISK
 EL0216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EL0216_SP_SET: SLAB
 EL0216_STAMPING: 6-963-1908
 EL0216_MARK LOGO: USGS
 EL0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0216
 EL0216  HISTORY     - Date     Condition        Report By
 EL0216  HISTORY     - 1908     MONUMENTED       USGS
 EL0216  HISTORY     - 1934     GOOD             CGS
 EL0216  HISTORY     - 1961     MARK NOT FOUND   USGS
 EL0216
 EL0216                          STATION DESCRIPTION
 EL0216
 EL0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0216'0.5 MILES SOUTHEAST OF ST. L. AND S.F. RR. STATION AT SULPHUR IN
 EL0216'PLATT NATIONAL PARK, 200 FEET NORTHEAST OF PARK OFFICE BUILDING.
 EL0216'IN CENTER OF PATH, 60 FEET WEST OF CENTER LINE OF HIGHWAY 18.
 EL0216'SET IN GRANITE SLAB.  NOTE-- MAY HAVE BEEN DESTROYED BY NEW
 EL0216'PARKING LOT.
 EL0216
 EL0216                          STATION RECOVERY (1961)
 EL0216
 EL0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0215 ***********************************************************************
 EL0215  DESIGNATION -  6 976
 EL0215  PID         -  EL0215
 EL0215  STATE/COUNTY-  OK/MURRAY
 EL0215  COUNTRY     -  US
 EL0215  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0215
 EL0215                         *CURRENT SURVEY CONTROL
 EL0215  ______________________________________________________________________
 EL0215* NAD 83(1986) POSITION- 34 30 19.     (N) 096 58 14.     (W)   SCALED
 EL0215* NAVD 88 ORTHO HEIGHT -   297.706 (meters)      976.72  (feet) ADJUSTED
 EL0215  ______________________________________________________________________
 EL0215  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 EL0215  DYNAMIC HEIGHT  -        297.414 (meters)      975.77  (feet) COMP
 EL0215  MODELED GRAVITY -    979,645.1   (mgal)                       NAVD 88
 EL0215
 EL0215  VERT ORDER      -  SECOND    CLASS 0
 EL0215
 EL0215.The horizontal coordinates were scaled from a map and have
 EL0215.an estimated accuracy of +/- 6 seconds.
 EL0215
 EL0215.The orthometric height was determined by differential leveling and
 EL0215.adjusted by the NATIONAL GEODETIC SURVEY
 EL0215.in June 1991.
 EL0215
 EL0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0215.GEOID18 height accuracy estimate available here.
 EL0215
 EL0215.Click photographs - Photos may exist for this station.
 EL0215
 EL0215.The dynamic height is computed by dividing the NAVD 88
 EL0215.geopotential number by the normal gravity value computed on the
 EL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0215.degrees latitude (g = 980.6199 gals.).
 EL0215
 EL0215.The modeled gravity was interpolated from observed gravity values.
 EL0215
 EL0215;                    North         East    Units  Estimated Accuracy
 EL0215;SPC OK S     -   130,480.      694,530.      MT  (+/- 180 meters Scaled)
 EL0215
 EL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD863200(NAD 83)
 EL0215
 EL0215                          SUPERSEDED SURVEY CONTROL
 EL0215
 EL0215  NGVD 29 (??/??/92)  297.633  (m)          976.48   (f) ADJ UNCH    2 0
 EL0215
 EL0215.Superseded values are not recommended for survey control.
 EL0215
 EL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0215.See file dsdata.pdf to determine how the superseded data were derived.
 EL0215
 EL0215_MARKER: DB = BENCH MARK DISK
 EL0215_SETTING: 66 = SET IN ROCK OUTCROP
 EL0215_STAMPING: 976-1908
 EL0215_MARK LOGO: USGS
 EL0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0215+STABILITY: POSITION/ELEVATION WELL
 EL0215
 EL0215  HISTORY     - Date     Condition        Report By
 EL0215  HISTORY     - 1908     MONUMENTED       USGS
 EL0215  HISTORY     - 1934     GOOD             CGS
 EL0215  HISTORY     - 1935     GOOD
 EL0215  HISTORY     - 20210318 MARK NOT FOUND   OKDOT
 EL0215
 EL0215                          STATION DESCRIPTION
 EL0215
 EL0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0215'AT SULPHUR, IN PLATT NATIONAL PARK.  300 FEET SOUTH OF THE NORTH
 EL0215'BOUNDARY, OF THE PLATT NATIONAL PARK.  102 FEET WEST OF SIDE
 EL0215'WALK, THROUGH THE PARK.  30 FEET SOUTH OF CENTER LINE OF DRIVEWAY.
 EL0215'9 FEET SOUTHEAST OF 12 INCH OAK TREE.  SET IN SANDSTONE OUTCROP
 EL0215'OF KNOB.
 EL0215
 EL0215                          STATION RECOVERY (1935)
 EL0215
 EL0215'RECOVERED 1935
 EL0215'RECOVERED IN GOOD CONDITION.
 EL0215
 EL0215                          STATION RECOVERY (2021)
 EL0215
 EL0215'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0920 ***********************************************************************
 FJ0920  DESIGNATION -  6 FS
 FJ0920  PID         -  FJ0920
 FJ0920  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0920  COUNTRY     -  US
 FJ0920  USGS QUAD   -  TRIBBEY (2018)
 FJ0920
 FJ0920                         *CURRENT SURVEY CONTROL
 FJ0920  ______________________________________________________________________
 FJ0920* NAD 83(1993) POSITION- 35 06 58.97586(N) 097 00 04.40657(W)   ADJUSTED
 FJ0920* NAVD 88 ORTHO HEIGHT -   334.    (meters)     1096.    (feet) SCALED
 FJ0920  ______________________________________________________________________
 FJ0920  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 FJ0920  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 FJ0920  HORZ ORDER      -  SECOND
 FJ0920
 FJ0920.The horizontal coordinates were established by classical geodetic methods
 FJ0920.and adjusted by the National Geodetic Survey in November 1994.
 FJ0920
 FJ0920.The orthometric height was scaled from a topographic map.
 FJ0920
 FJ0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0920.GEOID18 height accuracy estimate available here.
 FJ0920
 FJ0920.Click photographs - Photos may exist for this station.
 FJ0920
 FJ0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0920
 FJ0920. The following values were computed from the NAD 83(1993) position.
 FJ0920
 FJ0920;                    North         East     Units Scale Factor Converg.
 FJ0920;SPC OK S     -   198,236.880   691,043.744   MT  0.99997898   +0 34 00.9
 FJ0920;SPC OK S     -   650,382.16  2,267,199.35   sFT  0.99997898   +0 34 00.9
 FJ0920;UTM  14      - 3,887,777.557   682,145.590   MT  1.00000890   +1 09 00.3
 FJ0920
 FJ0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0920!SPC OK S     -   0.99995173  x   0.99997898  =   0.99993072
 FJ0920!UTM  14      -   0.99995173  x   1.00000890  =   0.99996063
 FJ0920
 FJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8214587777(NAD 83)
 FJ0920
 FJ0920                          SUPERSEDED SURVEY CONTROL
 FJ0920
 FJ0920  NAD 83(1986)-  35 06 58.98037(N)    097 00 04.39073(W) AD(       ) 2
 FJ0920  NAD 27      -  35 06 58.71484(N)    097 00 03.30457(W) AD(       ) 2
 FJ0920
 FJ0920.Superseded values are not recommended for survey control.
 FJ0920
 FJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0920.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0920
 FJ0920_MARKER: DB = BENCH MARK DISK
 FJ0920_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0920_SP_SET: SLAB
 FJ0920_STAMPING: 1096 6FS 1957
 FJ0920_MARK LOGO: USGS
 FJ0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0920
 FJ0920  HISTORY     - Date     Condition        Report By
 FJ0920  HISTORY     - 1957     MONUMENTED       USGS
 FJ0920
 FJ0920                          STATION DESCRIPTION
 FJ0920
 FJ0920'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 FJ0920'STATION IS ABOUT 2 MILES SOUTH OF THE VILLAGE OF MACOMB, IN
 FJ0920'THE NORTHEAST 1/4 OF SECTION 5, T 7 N, R 3 E.
 FJ0920'
 FJ0920'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 FJ0920'STAMPED 1957 1096 6FS, SET IN A DRILL HOLE IN A CONCRETE AND
 FJ0920'STONE SLAB, WHICH AT ONE TIME WAS THE FLOOR OF A BUILDING.
 FJ0920'IT IS 276 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 58
 FJ0920'FEET NORTH OF AN EAST-WEST ROAD, 53 FEET EAST OF THE CENTER
 FJ0920'OF A DRIVEWAY AND 31 FEET NORTH OF A WIRE FENCE.  A TRAVERSE
 FJ0920'CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION STATION
 FJ0920'MACOMB.  THE DISTANCE = (95.067 M.) 311.9 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0060 ***********************************************************************
 EL0060  DESIGNATION -  60
 EL0060  PID         -  EL0060
 EL0060  STATE/COUNTY-  OK/BRYAN
 EL0060  COUNTRY     -  US
 EL0060  USGS QUAD   -  CADDO SOUTH (2018)
 EL0060
 EL0060                         *CURRENT SURVEY CONTROL
 EL0060  ______________________________________________________________________
 EL0060* NAD 83(1986) POSITION- 34 04 50.     (N) 096 18 30.     (W)   SCALED
 EL0060* NAVD 88 ORTHO HEIGHT -   193.975 (meters)      636.40  (feet) ADJUSTED
 EL0060  ______________________________________________________________________
 EL0060  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 EL0060  DYNAMIC HEIGHT  -        193.780 (meters)      635.76  (feet) COMP
 EL0060  MODELED GRAVITY -    979,628.9   (mgal)                       NAVD 88
 EL0060
 EL0060  VERT ORDER      -  FIRST     CLASS II
 EL0060
 EL0060.The horizontal coordinates were scaled from a map and have
 EL0060.an estimated accuracy of +/- 6 seconds.
 EL0060
 EL0060.The orthometric height was determined by differential leveling and
 EL0060.adjusted by the NATIONAL GEODETIC SURVEY
 EL0060.in June 1991.
 EL0060
 EL0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0060.GEOID18 height accuracy estimate available here.
 EL0060
 EL0060.Click photographs - Photos may exist for this station.
 EL0060
 EL0060.The dynamic height is computed by dividing the NAVD 88
 EL0060.geopotential number by the normal gravity value computed on the
 EL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0060.degrees latitude (g = 980.6199 gals.).
 EL0060
 EL0060.The modeled gravity was interpolated from observed gravity values.
 EL0060
 EL0060;                    North         East    Units  Estimated Accuracy
 EL0060;SPC OK S     -    84,190.      756,130.      MT  (+/- 180 meters Scaled)
 EL0060
 EL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC483743(NAD 83)
 EL0060
 EL0060                          SUPERSEDED SURVEY CONTROL
 EL0060
 EL0060  NGVD 29 (??/??/92)  193.911  (m)          636.19   (f) ADJ UNCH    1 2
 EL0060
 EL0060.Superseded values are not recommended for survey control.
 EL0060
 EL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0060.See file dsdata.pdf to determine how the superseded data were derived.
 EL0060
 EL0060_MARKER: B = BOLT
 EL0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0060_SP_SET: CULVERT
 EL0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0060
 EL0060  HISTORY     - Date     Condition        Report By
 EL0060  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0060  HISTORY     - 1933     GOOD             CGS
 EL0060  HISTORY     - 1934     GOOD             MKTRR
 EL0060
 EL0060                          STATION DESCRIPTION
 EL0060
 EL0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0060'AT WESSETA.
 EL0060'ON THE M-K-T RAILROAD, TRACK BOLT SET IN THE SOUTH END OF THE
 EL0060'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD, ABOUT
 EL0060'800 FEET NORTH OF MILE POST 634.
 EL0060
 EL0060                          STATION RECOVERY (1934)
 EL0060
 EL0060'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0249 ***********************************************************************
 EL0249  DESIGNATION -  60
 EL0249  PID         -  EL0249
 EL0249  STATE/COUNTY-  OK/GARVIN
 EL0249  COUNTRY     -  US
 EL0249  USGS QUAD   -  STRATFORD (2018)
 EL0249
 EL0249                         *CURRENT SURVEY CONTROL
 EL0249  ______________________________________________________________________
 EL0249* NAD 83(1986) POSITION- 34 48 59.     (N) 096 59 00.     (W)   SCALED
 EL0249* NAVD 88 ORTHO HEIGHT -   343.98  (+/-2cm)     1128.5   (feet) VERTCON3
 EL0249  ______________________________________________________________________
 EL0249  GEOID HEIGHT    -        -25.840 (meters)                     GEOID18
 EL0249  VERT ORDER      -  ? (See Below)
 EL0249
 EL0249.The horizontal coordinates were scaled from a map and have
 EL0249.an estimated accuracy of +/- 6 seconds.
 EL0249
 EL0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0249
 EL0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0249.GEOID18 height accuracy estimate available here.
 EL0249
 EL0249.The vertical order pertains to the NGVD 29 superseded value.
 EL0249
 EL0249.Click photographs - Photos may exist for this station.
 EL0249
 EL0249;                    North         East    Units  Estimated Accuracy
 EL0249;SPC OK S     -   164,980.      693,010.      MT  (+/- 180 meters Scaled)
 EL0249
 EL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD844545(NAD 83)
 EL0249
 EL0249                          SUPERSEDED SURVEY CONTROL
 EL0249
 EL0249  NGVD 29 (??/??/92)  343.888  (m)         1128.24   (f) ADJ UNCH       
 EL0249
 EL0249.Superseded values are not recommended for survey control.
 EL0249
 EL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0249.See file dsdata.pdf to determine how the superseded data were derived.
 EL0249
 EL0249_MARKER: B = BOLT
 EL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0249+STABILITY: SURFACE MOTION
 EL0249
 EL0249  HISTORY     - Date     Condition        Report By
 EL0249  HISTORY     - UNK      MONUMENTED
 EL0249  HISTORY     - 1934     GOOD             CGS
 EL0249
 EL0249                          STATION DESCRIPTION
 EL0249
 EL0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0249'2 MI NW FROM STRATFORD.
 EL0249'2.0 MILES NORTHWEST OF THE A.T. AND S.F. STATION, STRATFORD
 EL0249'ABOUT 47 FEET NORTH OF THE NEAREST RAIL OF THE ATCHISON TOPEKA
 EL0249'AND SANTA FE RAILROAD TRACK MILEPOST 60.  CHAINING STATION
 EL0249'3170 X 56.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0188 ***********************************************************************
 FJ0188  DESIGNATION -  60
 FJ0188  PID         -  FJ0188
 FJ0188  STATE/COUNTY-  OK/LINCOLN
 FJ0188  COUNTRY     -  US
 FJ0188  USGS QUAD   -  SPARKS (2018)
 FJ0188
 FJ0188                         *CURRENT SURVEY CONTROL
 FJ0188  ______________________________________________________________________
 FJ0188* NAD 83(1986) POSITION- 35 34 42.     (N) 096 45 05.     (W)   SCALED
 FJ0188* NAVD 88 ORTHO HEIGHT -   247.922 (meters)      813.39  (feet) ADJUSTED
 FJ0188  ______________________________________________________________________
 FJ0188  GEOID HEIGHT    -        -27.893 (meters)                     GEOID18
 FJ0188  DYNAMIC HEIGHT  -        247.690 (meters)      812.63  (feet) COMP
 FJ0188  MODELED GRAVITY -    979,690.7   (mgal)                       NAVD 88
 FJ0188
 FJ0188  VERT ORDER      -  FIRST     CLASS II
 FJ0188
 FJ0188.The horizontal coordinates were scaled from a map and have
 FJ0188.an estimated accuracy of +/- 6 seconds.
 FJ0188
 FJ0188.The orthometric height was determined by differential leveling and
 FJ0188.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0188.in June 1991.
 FJ0188
 FJ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0188.GEOID18 height accuracy estimate available here.
 FJ0188
 FJ0188.Click photographs - Photos may exist for this station.
 FJ0188
 FJ0188.The dynamic height is computed by dividing the NAVD 88
 FJ0188.geopotential number by the normal gravity value computed on the
 FJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0188.degrees latitude (g = 980.6199 gals.).
 FJ0188
 FJ0188.The modeled gravity was interpolated from observed gravity values.
 FJ0188
 FJ0188;                    North         East    Units  Estimated Accuracy
 FJ0188;SPC OK N     -    64,900.      713,170.      MT  (+/- 180 meters Scaled)
 FJ0188
 FJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE037395(NAD 83)
 FJ0188
 FJ0188                          SUPERSEDED SURVEY CONTROL
 FJ0188
 FJ0188  NGVD 29 (??/??/92)  247.833  (m)          813.10   (f) ADJ UNCH    1 2
 FJ0188
 FJ0188.Superseded values are not recommended for survey control.
 FJ0188
 FJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0188.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0188
 FJ0188_MARKER: P = PIPE CAP
 FJ0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0188_STAMPING: 60 ADJ 1903 815
 FJ0188_MARK LOGO: USGS
 FJ0188_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0188
 FJ0188  HISTORY     - Date     Condition        Report By
 FJ0188  HISTORY     - 1905     MONUMENTED       USGS
 FJ0188  HISTORY     - 1933     GOOD             CGS
 FJ0188  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0188
 FJ0188                          STATION DESCRIPTION
 FJ0188
 FJ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0188'5 MI SE FROM SPARKS.
 FJ0188'5 MILES SE OF SPARKS ON FT. S. AND W. R.R. AT MP 166/27.  10
 FJ0188'FEET NE. OF TRACK AND 5 FEET W. OF HIGHWAY.  MARK IS STAMPED,
 FJ0188'60 ADJ 815 1903 1933 USC AND GS.
 FJ0188
 FJ0188                          STATION RECOVERY (1973)
 FJ0188
 FJ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0559 ***********************************************************************
 FH0559  DESIGNATION -  60 OO
 FH0559  PID         -  FH0559
 FH0559  STATE/COUNTY-  OK/MUSKOGEE
 FH0559  COUNTRY     -  US
 FH0559  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0559
 FH0559                         *CURRENT SURVEY CONTROL
 FH0559  ______________________________________________________________________
 FH0559* NAD 83(1986) POSITION- 35 38 47.     (N) 095 20 49.     (W)   SCALED
 FH0559* NAVD 88 ORTHO HEIGHT -   172.180 (meters)      564.89  (feet) ADJUSTED
 FH0559  ______________________________________________________________________
 FH0559  GEOID HEIGHT    -        -29.587 (meters)                     GEOID18
 FH0559  DYNAMIC HEIGHT  -        172.022 (meters)      564.38  (feet) COMP
 FH0559  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 FH0559
 FH0559  VERT ORDER      -  SECOND    CLASS 0
 FH0559
 FH0559.This mark is at Davis Field Airport (MKO)
 FH0559
 FH0559.The horizontal coordinates were scaled from a map and have
 FH0559.an estimated accuracy of +/- 6 seconds.
 FH0559
 FH0559.The orthometric height was determined by differential leveling and
 FH0559.adjusted by the NATIONAL GEODETIC SURVEY
 FH0559.in June 1991.
 FH0559
 FH0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0559.GEOID18 height accuracy estimate available here.
 FH0559
 FH0559.Click photographs - Photos may exist for this station.
 FH0559
 FH0559.The dynamic height is computed by dividing the NAVD 88
 FH0559.geopotential number by the normal gravity value computed on the
 FH0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0559.degrees latitude (g = 980.6199 gals.).
 FH0559
 FH0559.The modeled gravity was interpolated from observed gravity values.
 FH0559
 FH0559;                    North         East    Units  Estimated Accuracy
 FH0559;SPC OK N     -    75,000.      840,240.      MT  (+/- 180 meters Scaled)
 FH0559
 FH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV875472(NAD 83)
 FH0559
 FH0559                          SUPERSEDED SURVEY CONTROL
 FH0559
 FH0559  NGVD 29 (??/??/92)  172.065  (m)          564.52   (f) ADJ UNCH    2 0
 FH0559
 FH0559.Superseded values are not recommended for survey control.
 FH0559
 FH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0559.See file dsdata.pdf to determine how the superseded data were derived.
 FH0559
 FH0559_MARKER: DD = SURVEY DISK
 FH0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0559_STAMPING: -60+00 1956 TULSA DIST
 FH0559_MARK LOGO: USACE
 FH0559_PROJECTION: PROJECTING 3 CENTIMETERS
 FH0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0559+STABILITY: SURFACE MOTION
 FH0559
 FH0559  HISTORY     - Date     Condition        Report By
 FH0559  HISTORY     - 1956     MONUMENTED       USACE
 FH0559  HISTORY     - 1957     GOOD             CGS
 FH0559  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0559
 FH0559                          STATION DESCRIPTION
 FH0559
 FH0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0559'8.8 MI S FROM MUSKOGEE.
 FH0559'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0559'STATION AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 FH0559'ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, THENCE 1.95
 FH0559'MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST
 FH0559'AND SOUTHEAST RUNWAY AT DAVIS FIELD, 388 FEET SOUTHEAST OF
 FH0559'THE SOUTHEAST END OF A PROPOSED RUNWAY.  ON THE EXTENDED CENTER
 FH0559'LINE OF THE PROPOSED RUNWAY, 17 FEET SOUTHEAST OF BENCH
 FH0559'MARK J 54, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FH0559'0.1 FOOT ABOVE THE GROUND.
 FH0559
 FH0559                          STATION RECOVERY (1974)
 FH0559
 FH0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0064 ***********************************************************************
 EL0064  DESIGNATION -  61
 EL0064  PID         -  EL0064
 EL0064  STATE/COUNTY-  OK/BRYAN
 EL0064  COUNTRY     -  US
 EL0064  USGS QUAD   -  CADDO SOUTH (2018)
 EL0064
 EL0064                         *CURRENT SURVEY CONTROL
 EL0064  ______________________________________________________________________
 EL0064* NAD 83(1986) POSITION- 34 07 03.     (N) 096 15 51.     (W)   SCALED
 EL0064* NAVD 88 ORTHO HEIGHT -   213.615 (meters)      700.84  (feet) ADJUSTED
 EL0064  ______________________________________________________________________
 EL0064  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 EL0064  DYNAMIC HEIGHT  -        213.402 (meters)      700.14  (feet) COMP
 EL0064  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 EL0064
 EL0064  VERT ORDER      -  FIRST     CLASS II
 EL0064
 EL0064.The horizontal coordinates were scaled from a map and have
 EL0064.an estimated accuracy of +/- 6 seconds.
 EL0064
 EL0064.The orthometric height was determined by differential leveling and
 EL0064.adjusted by the NATIONAL GEODETIC SURVEY
 EL0064.in June 1991.
 EL0064
 EL0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0064.GEOID18 height accuracy estimate available here.
 EL0064
 EL0064.Click photographs - Photos may exist for this station.
 EL0064
 EL0064.The dynamic height is computed by dividing the NAVD 88
 EL0064.geopotential number by the normal gravity value computed on the
 EL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0064.degrees latitude (g = 980.6199 gals.).
 EL0064
 EL0064.The modeled gravity was interpolated from observed gravity values.
 EL0064
 EL0064;                    North         East    Units  Estimated Accuracy
 EL0064;SPC OK S     -    88,360.      760,130.      MT  (+/- 180 meters Scaled)
 EL0064
 EL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC523785(NAD 83)
 EL0064
 EL0064                          SUPERSEDED SURVEY CONTROL
 EL0064
 EL0064  NGVD 29 (??/??/92)  213.548  (m)          700.62   (f) ADJ UNCH    1 2
 EL0064
 EL0064.Superseded values are not recommended for survey control.
 EL0064
 EL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0064.See file dsdata.pdf to determine how the superseded data were derived.
 EL0064
 EL0064_MARKER: B = BOLT
 EL0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0064_SP_SET: PIER
 EL0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0064
 EL0064  HISTORY     - Date     Condition        Report By
 EL0064  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0064  HISTORY     - 1933     GOOD             CGS
 EL0064  HISTORY     - 1934     GOOD             MKTRR
 EL0064
 EL0064                          STATION DESCRIPTION
 EL0064
 EL0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0064'0.6 MI S FROM CADDO.
 EL0064'ON THE M-K-T RAILROAD, A SQUARE BOLT SET IN THE WEST END OF THE
 EL0064'SOUTH ABUTMENT OF BRIDGE OVER CREEK, ABOUT 1600 FEET SOUTH OF
 EL0064'MILE POLE 630, BRIDGE MARKED 630.3 AND IS FIRST BRIDGE SOUTH OF
 EL0064'CADDO STATION.
 EL0064
 EL0064                          STATION RECOVERY (1934)
 EL0064
 EL0064'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0247 ***********************************************************************
 EL0247  DESIGNATION -  61
 EL0247  PID         -  EL0247
 EL0247  STATE/COUNTY-  OK/GARVIN
 EL0247  COUNTRY     -  US
 EL0247  USGS QUAD   -  STRATFORD (2018)
 EL0247
 EL0247                         *CURRENT SURVEY CONTROL
 EL0247  ______________________________________________________________________
 EL0247* NAD 83(1986) POSITION- 34 49 36.     (N) 096 59 38.     (W)   SCALED
 EL0247* NAVD 88 ORTHO HEIGHT -   346.69  (+/-2cm)     1137.4   (feet) VERTCON3
 EL0247  ______________________________________________________________________
 EL0247  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 EL0247  VERT ORDER      -  ? (See Below)
 EL0247
 EL0247.The horizontal coordinates were scaled from a map and have
 EL0247.an estimated accuracy of +/- 6 seconds.
 EL0247
 EL0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0247
 EL0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0247.GEOID18 height accuracy estimate available here.
 EL0247
 EL0247.The vertical order pertains to the NGVD 29 superseded value.
 EL0247
 EL0247.Click photographs - Photos may exist for this station.
 EL0247
 EL0247;                    North         East    Units  Estimated Accuracy
 EL0247;SPC OK S     -   166,110.      692,030.      MT  (+/- 180 meters Scaled)
 EL0247
 EL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD834556(NAD 83)
 EL0247
 EL0247                          SUPERSEDED SURVEY CONTROL
 EL0247
 EL0247  NGVD 29 (??/??/92)  346.595  (m)         1137.12   (f) ADJ UNCH       
 EL0247
 EL0247.Superseded values are not recommended for survey control.
 EL0247
 EL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0247.See file dsdata.pdf to determine how the superseded data were derived.
 EL0247
 EL0247_MARKER: B = BOLT
 EL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0247+STABILITY: SURFACE MOTION
 EL0247
 EL0247  HISTORY     - Date     Condition        Report By
 EL0247  HISTORY     - UNK      MONUMENTED
 EL0247  HISTORY     - 1934     GOOD             CGS
 EL0247
 EL0247                          STATION DESCRIPTION
 EL0247
 EL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0247'6 MI SE FROM BYARS.
 EL0247'6.0 MILES SOUTHEAST OF A.T. AND S.F. RR STATION, BYARS ABOUT 49
 EL0247'FEET NORTH OF THE NEAREST RAIL OF THE ATCHISON AND TOPEKA AND
 EL0247'SANTA FE RAILROAD AT MILEPOST 61.  AT STATION 3222 X 00.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0185 ***********************************************************************
 FJ0185  DESIGNATION -  61
 FJ0185  PID         -  FJ0185
 FJ0185  STATE/COUNTY-  OK/LINCOLN
 FJ0185  COUNTRY     -  US
 FJ0185  USGS QUAD   -  ARLINGTON (2018)
 FJ0185
 FJ0185                         *CURRENT SURVEY CONTROL
 FJ0185  ______________________________________________________________________
 FJ0185* NAD 83(1986) POSITION- 35 32 41.     (N) 096 44 09.     (W)   SCALED
 FJ0185* NAVD 88 ORTHO HEIGHT -   251.076 (meters)      823.74  (feet) ADJUSTED
 FJ0185  ______________________________________________________________________
 FJ0185  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 FJ0185  DYNAMIC HEIGHT  -        250.841 (meters)      822.97  (feet) COMP
 FJ0185  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 FJ0185
 FJ0185  VERT ORDER      -  FIRST     CLASS II
 FJ0185
 FJ0185.The horizontal coordinates were scaled from a map and have
 FJ0185.an estimated accuracy of +/- 6 seconds.
 FJ0185
 FJ0185.The orthometric height was determined by differential leveling and
 FJ0185.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0185.in June 1991.
 FJ0185
 FJ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0185.GEOID18 height accuracy estimate available here.
 FJ0185
 FJ0185.Click photographs - Photos may exist for this station.
 FJ0185
 FJ0185.The dynamic height is computed by dividing the NAVD 88
 FJ0185.geopotential number by the normal gravity value computed on the
 FJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0185.degrees latitude (g = 980.6199 gals.).
 FJ0185
 FJ0185.The modeled gravity was interpolated from observed gravity values.
 FJ0185
 FJ0185;                    North         East    Units  Estimated Accuracy
 FJ0185;SPC OK N     -    61,190.      714,630.      MT  (+/- 180 meters Scaled)
 FJ0185
 FJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE052358(NAD 83)
 FJ0185
 FJ0185                          SUPERSEDED SURVEY CONTROL
 FJ0185
 FJ0185  NGVD 29 (??/??/92)  250.988  (m)          823.45   (f) ADJ UNCH    1 2
 FJ0185
 FJ0185.Superseded values are not recommended for survey control.
 FJ0185
 FJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0185.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0185
 FJ0185_MARKER: P = PIPE CAP
 FJ0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0185_STAMPING: 61 823 ADJ 1903 1933
 FJ0185_MARK LOGO: USGS
 FJ0185_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0185
 FJ0185  HISTORY     - Date     Condition        Report By
 FJ0185  HISTORY     - 1905     MONUMENTED       USGS
 FJ0185  HISTORY     - 1933     GOOD             CGS
 FJ0185  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0185
 FJ0185                          STATION DESCRIPTION
 FJ0185
 FJ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0185'5.5 MI NW FROM PRAGUE.
 FJ0185'5 1/2 MILES NW OF PRAGUE ON FT. S. AND W. R.R. AT MP 164/ 07 1/2.
 FJ0185'12 FEET N. OF TRACK AND 6 FEET W. OF HIGHWAY.  MARK IS 0.25
 FJ0185'MILE SE. OF A-8 AND WILZETTA STATION.
 FJ0185
 FJ0185                          STATION RECOVERY (1973)
 FJ0185
 FJ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0346 ***********************************************************************
 GG0346  DESIGNATION -  617
 GG0346  PID         -  GG0346
 GG0346  STATE/COUNTY-  OK/MAYES
 GG0346  COUNTRY     -  US
 GG0346  USGS QUAD   -  PRYOR (2019)
 GG0346
 GG0346                         *CURRENT SURVEY CONTROL
 GG0346  ______________________________________________________________________
 GG0346* NAD 83(1986) POSITION- 36 21 28.     (N) 095 17 59.     (W)   SCALED
 GG0346* NAVD 88 ORTHO HEIGHT -   187.918 (meters)      616.53  (feet) ADJUSTED
 GG0346  ______________________________________________________________________
 GG0346  GEOID HEIGHT    -        -29.180 (meters)                     GEOID18
 GG0346  DYNAMIC HEIGHT  -        187.758 (meters)      616.00  (feet) COMP
 GG0346  MODELED GRAVITY -    979,776.7   (mgal)                       NAVD 88
 GG0346
 GG0346  VERT ORDER      -  SECOND    CLASS 0
 GG0346
 GG0346.The horizontal coordinates were scaled from a map and have
 GG0346.an estimated accuracy of +/- 6 seconds.
 GG0346
 GG0346.The orthometric height was determined by differential leveling and
 GG0346.adjusted by the NATIONAL GEODETIC SURVEY
 GG0346.in June 1991.
 GG0346
 GG0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0346.GEOID18 height accuracy estimate available here.
 GG0346
 GG0346.Click photographs - Photos may exist for this station.
 GG0346
 GG0346.The dynamic height is computed by dividing the NAVD 88
 GG0346.geopotential number by the normal gravity value computed on the
 GG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0346.degrees latitude (g = 980.6199 gals.).
 GG0346
 GG0346.The modeled gravity was interpolated from observed gravity values.
 GG0346
 GG0346;                    North         East    Units  Estimated Accuracy
 GG0346;SPC OK N     -   154,020.      842,320.      MT  (+/- 180 meters Scaled)
 GG0346
 GG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA936260(NAD 83)
 GG0346
 GG0346                          SUPERSEDED SURVEY CONTROL
 GG0346
 GG0346  NGVD 29 (??/??/92)  187.806  (m)          616.16   (f) ADJ UNCH    2 0
 GG0346
 GG0346.Superseded values are not recommended for survey control.
 GG0346
 GG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0346.See file dsdata.pdf to determine how the superseded data were derived.
 GG0346
 GG0346_MARKER: H = DRILL HOLE
 GG0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0346_SP_SET: BRIDGE
 GG0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0346
 GG0346  HISTORY     - Date     Condition        Report By
 GG0346  HISTORY     - UNK      MONUMENTED       USGS
 GG0346  HISTORY     - 1934     GOOD             CGS
 GG0346  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0346
 GG0346                          STATION DESCRIPTION
 GG0346
 GG0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0346'3.6 MI N FROM PRYOR.
 GG0346'3.6 MILES NORTH OF M-K AND T.RR. STATION AT PRYOR, IN SECOND COPING
 GG0346'STONE ON EAST END OF SOUTH ABUTMENT OF MISSOURI-KANSAS AND TEXAS
 GG0346'RAILROAD BRIDGE AT MILEPOST 460
 GG0346
 GG0346                          STATION RECOVERY (1960)
 GG0346
 GG0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0067 ***********************************************************************
 EL0067  DESIGNATION -  62
 EL0067  PID         -  EL0067
 EL0067  STATE/COUNTY-  OK/BRYAN
 EL0067  COUNTRY     -  US
 EL0067  USGS QUAD   -  CADDO NORTH (2018)
 EL0067
 EL0067                         *CURRENT SURVEY CONTROL
 EL0067  ______________________________________________________________________
 EL0067* NAD 83(1986) POSITION- 34 08 11.     (N) 096 15 14.     (W)   SCALED
 EL0067* NAVD 88 ORTHO HEIGHT -   205.693 (meters)      674.84  (feet) ADJUSTED
 EL0067  ______________________________________________________________________
 EL0067  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 EL0067  DYNAMIC HEIGHT  -        205.488 (meters)      674.17  (feet) COMP
 EL0067  MODELED GRAVITY -    979,633.9   (mgal)                       NAVD 88
 EL0067
 EL0067  VERT ORDER      -  FIRST     CLASS II
 EL0067
 EL0067.The horizontal coordinates were scaled from a map and have
 EL0067.an estimated accuracy of +/- 6 seconds.
 EL0067
 EL0067.The orthometric height was determined by differential leveling and
 EL0067.adjusted by the NATIONAL GEODETIC SURVEY
 EL0067.in June 1991.
 EL0067
 EL0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0067.GEOID18 height accuracy estimate available here.
 EL0067
 EL0067.Click photographs - Photos may exist for this station.
 EL0067
 EL0067.The dynamic height is computed by dividing the NAVD 88
 EL0067.geopotential number by the normal gravity value computed on the
 EL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0067.degrees latitude (g = 980.6199 gals.).
 EL0067
 EL0067.The modeled gravity was interpolated from observed gravity values.
 EL0067
 EL0067;                    North         East    Units  Estimated Accuracy
 EL0067;SPC OK S     -    90,470.      761,040.      MT  (+/- 180 meters Scaled)
 EL0067
 EL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC532806(NAD 83)
 EL0067
 EL0067                          SUPERSEDED SURVEY CONTROL
 EL0067
 EL0067  NGVD 29 (??/??/92)  205.626  (m)          674.62   (f) ADJ UNCH    1 2
 EL0067
 EL0067.Superseded values are not recommended for survey control.
 EL0067
 EL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0067.See file dsdata.pdf to determine how the superseded data were derived.
 EL0067
 EL0067_MARKER: B = BOLT
 EL0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0067_SP_SET: CULVERT
 EL0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0067
 EL0067  HISTORY     - Date     Condition        Report By
 EL0067  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0067  HISTORY     - 1933     GOOD             CGS
 EL0067
 EL0067                          STATION DESCRIPTION
 EL0067
 EL0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0067'0.9 MI N FROM CADDO.
 EL0067'ON THE M-K-T RAILROAD, A TRACK BOLT SET IN THE SOUTH END OF THE
 EL0067'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD, ABOUT
 EL0067'900 FEET NORTH OF MILE POLE 629.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0071 ***********************************************************************
 EL0071  DESIGNATION -  63
 EL0071  PID         -  EL0071
 EL0071  STATE/COUNTY-  OK/ATOKA
 EL0071  COUNTRY     -  US
 EL0071  USGS QUAD   -  CANEY (2018)
 EL0071
 EL0071                         *CURRENT SURVEY CONTROL
 EL0071  ______________________________________________________________________
 EL0071* NAD 83(1986) POSITION- 34 13 52.     (N) 096 12 30.     (W)   SCALED
 EL0071* NAVD 88 ORTHO HEIGHT -   162.693 (meters)      533.77  (feet) ADJUSTED
 EL0071  ______________________________________________________________________
 EL0071  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 EL0071  DYNAMIC HEIGHT  -        162.529 (meters)      533.23  (feet) COMP
 EL0071  MODELED GRAVITY -    979,625.5   (mgal)                       NAVD 88
 EL0071
 EL0071  VERT ORDER      -  FIRST     CLASS II
 EL0071
 EL0071.The horizontal coordinates were scaled from a map and have
 EL0071.an estimated accuracy of +/- 6 seconds.
 EL0071
 EL0071.The orthometric height was determined by differential leveling and
 EL0071.adjusted by the NATIONAL GEODETIC SURVEY
 EL0071.in June 1991.
 EL0071
 EL0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0071.GEOID18 height accuracy estimate available here.
 EL0071
 EL0071.Click photographs - Photos may exist for this station.
 EL0071
 EL0071.The dynamic height is computed by dividing the NAVD 88
 EL0071.geopotential number by the normal gravity value computed on the
 EL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0071.degrees latitude (g = 980.6199 gals.).
 EL0071
 EL0071.The modeled gravity was interpolated from observed gravity values.
 EL0071
 EL0071;                    North         East    Units  Estimated Accuracy
 EL0071;SPC OK S     -   101,050.      765,060.      MT  (+/- 180 meters Scaled)
 EL0071
 EL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC571913(NAD 83)
 EL0071
 EL0071                          SUPERSEDED SURVEY CONTROL
 EL0071
 EL0071  NGVD 29 (??/??/92)  162.629  (m)          533.56   (f) ADJ UNCH    1 2
 EL0071
 EL0071.Superseded values are not recommended for survey control.
 EL0071
 EL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0071.See file dsdata.pdf to determine how the superseded data were derived.
 EL0071
 EL0071_MARKER: DD = SURVEY DISK
 EL0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0071_SP_SET: ABUTMENT
 EL0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0071+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2018
 EL0071
 EL0071  HISTORY     - Date     Condition        Report By
 EL0071  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0071  HISTORY     - 1933     GOOD             CGS
 EL0071  HISTORY     - 1934     GOOD             CGS
 EL0071  HISTORY     - 20180319 GOOD             OKDOT
 EL0071
 EL0071                          STATION DESCRIPTION
 EL0071
 EL0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0071'AT CANEY.
 EL0071'ON THE M.K.T. R.R. 0.3 MI. NORTH OF MILEPOST 622, 300 FT. SOUTH
 EL0071'OF R.R. STATION AT CANEY, AND ON THE EAST END OF SOUTH ABUTMENT
 EL0071'OF CONCRETE UNDERPASS.
 EL0071
 EL0071                          STATION RECOVERY (1934)
 EL0071
 EL0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0071'RECOVERED IN GOOD CONDITION.
 EL0071
 EL0071                          STATION RECOVERY (2018)
 EL0071
 EL0071'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AP)
 EL0071'THE MARK IS ON A HEADWALL ADJACENT TO BRUSH AND TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0176 ***********************************************************************
 FJ0176  DESIGNATION -  63
 FJ0176  PID         -  FJ0176
 FJ0176  STATE/COUNTY-  OK/LINCOLN
 FJ0176  COUNTRY     -  US
 FJ0176  USGS QUAD   -  PRAGUE (2018)
 FJ0176
 FJ0176                         *CURRENT SURVEY CONTROL
 FJ0176  ______________________________________________________________________
 FJ0176* NAD 83(1986) POSITION- 35 28 53.     (N) 096 40 57.     (W)   SCALED
 FJ0176* NAVD 88 ORTHO HEIGHT -   302.873 (meters)      993.68  (feet) ADJUSTED
 FJ0176  ______________________________________________________________________
 FJ0176  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 FJ0176  DYNAMIC HEIGHT  -        302.587 (meters)      992.74  (feet) COMP
 FJ0176  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 FJ0176
 FJ0176  VERT ORDER      -  FIRST     CLASS II
 FJ0176
 FJ0176.The horizontal coordinates were scaled from a map and have
 FJ0176.an estimated accuracy of +/- 6 seconds.
 FJ0176
 FJ0176.The orthometric height was determined by differential leveling and
 FJ0176.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0176.in June 1991.
 FJ0176
 FJ0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0176.GEOID18 height accuracy estimate available here.
 FJ0176
 FJ0176.Click photographs - Photos may exist for this station.
 FJ0176
 FJ0176.The dynamic height is computed by dividing the NAVD 88
 FJ0176.geopotential number by the normal gravity value computed on the
 FJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0176.degrees latitude (g = 980.6199 gals.).
 FJ0176
 FJ0176.The modeled gravity was interpolated from observed gravity values.
 FJ0176
 FJ0176;                    North         East    Units  Estimated Accuracy
 FJ0176;SPC OK N     -    54,220.      719,560.      MT  (+/- 180 meters Scaled)
 FJ0176
 FJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE102288(NAD 83)
 FJ0176
 FJ0176                          SUPERSEDED SURVEY CONTROL
 FJ0176
 FJ0176  NGVD 29 (??/??/92)  302.767  (m)          993.33   (f) ADJ UNCH    1 2
 FJ0176
 FJ0176.Superseded values are not recommended for survey control.
 FJ0176
 FJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0176.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0176
 FJ0176_MARKER: P = PIPE CAP
 FJ0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0176_MARK LOGO: USGS
 FJ0176_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0176
 FJ0176  HISTORY     - Date     Condition        Report By
 FJ0176  HISTORY     - UNK      MONUMENTED       USGS
 FJ0176  HISTORY     - 1933     GOOD             CGS
 FJ0176  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0176  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0176
 FJ0176                          STATION DESCRIPTION
 FJ0176
 FJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0176'IN PRAGUE.
 FJ0176'IN PRAGUE.  ON FT. S. AND W. R.R. AT MP 158/ 19.  500 FEET E. OF
 FJ0176'PRAGUE STATION, 3 FEET N. OF SIDING TRACK AND 2 FEET E. OF E.
 FJ0176'CURB LINE OF STREET EXTENDED.
 FJ0176
 FJ0176                          STATION RECOVERY (1973)
 FJ0176
 FJ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0176'MARK NOT FOUND.
 FJ0176
 FJ0176                          STATION RECOVERY (1984)
 FJ0176
 FJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0176'NOT RECOVERED, PROBABLY TAKEN OUT BY STREET CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0072 ***********************************************************************
 EL0072  DESIGNATION -  64
 EL0072  PID         -  EL0072
 EL0072  STATE/COUNTY-  OK/ATOKA
 EL0072  COUNTRY     -  US
 EL0072  USGS QUAD   -  CANEY (2018)
 EL0072
 EL0072                         *CURRENT SURVEY CONTROL
 EL0072  ______________________________________________________________________
 EL0072* NAD 83(1986) POSITION- 34 14 21.     (N) 096 12 34.     (W)   SCALED
 EL0072* NAVD 88 ORTHO HEIGHT -   159.640 (meters)      523.75  (feet) ADJUSTED
 EL0072  ______________________________________________________________________
 EL0072  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 EL0072  DYNAMIC HEIGHT  -        159.479 (meters)      523.22  (feet) COMP
 EL0072  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 EL0072
 EL0072  VERT ORDER      -  FIRST     CLASS II
 EL0072
 EL0072.The horizontal coordinates were scaled from a map and have
 EL0072.an estimated accuracy of +/- 6 seconds.
 EL0072
 EL0072.The orthometric height was determined by differential leveling and
 EL0072.adjusted by the NATIONAL GEODETIC SURVEY
 EL0072.in June 1991.
 EL0072
 EL0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0072.GEOID18 height accuracy estimate available here.
 EL0072
 EL0072.Click photographs - Photos may exist for this station.
 EL0072
 EL0072.The dynamic height is computed by dividing the NAVD 88
 EL0072.geopotential number by the normal gravity value computed on the
 EL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0072.degrees latitude (g = 980.6199 gals.).
 EL0072
 EL0072.The modeled gravity was interpolated from observed gravity values.
 EL0072
 EL0072;                    North         East    Units  Estimated Accuracy
 EL0072;SPC OK S     -   101,940.      764,940.      MT  (+/- 180 meters Scaled)
 EL0072
 EL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC570921(NAD 83)
 EL0072
 EL0072                          SUPERSEDED SURVEY CONTROL
 EL0072
 EL0072  NGVD 29 (??/??/92)  159.576  (m)          523.54   (f) ADJ UNCH    1 2
 EL0072
 EL0072.Superseded values are not recommended for survey control.
 EL0072
 EL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0072.See file dsdata.pdf to determine how the superseded data were derived.
 EL0072
 EL0072_MARKER: DD = SURVEY DISK
 EL0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0072_SP_SET: PIER
 EL0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0072
 EL0072  HISTORY     - Date     Condition        Report By
 EL0072  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0072  HISTORY     - 1933     GOOD             CGS
 EL0072  HISTORY     - 1934     GOOD             MKTRR
 EL0072
 EL0072                          STATION DESCRIPTION
 EL0072
 EL0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0072'0.6 MI N FROM CANEY.
 EL0072'ON THE M-K-T RAILROAD, A BRONZE DISC SET IN THE WEST END OF THE
 EL0072'SOUTH ABUTMENT OF RAILROAD BRIDGE OVER DAVIS CREEK, ABOUT 700
 EL0072'FEET (4 TELEGRAPH POLES) SOUTH OF MILE POLE 621.
 EL0072
 EL0072                          STATION RECOVERY (1934)
 EL0072
 EL0072'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0073 ***********************************************************************
 EL0073  DESIGNATION -  64 A
 EL0073  PID         -  EL0073
 EL0073  STATE/COUNTY-  OK/ATOKA
 EL0073  COUNTRY     -  US
 EL0073  USGS QUAD   -  CANEY (2018)
 EL0073
 EL0073                         *CURRENT SURVEY CONTROL
 EL0073  ______________________________________________________________________
 EL0073* NAD 83(1986) POSITION- 34 14 27.     (N) 096 12 34.     (W)   SCALED
 EL0073* NAVD 88 ORTHO HEIGHT -   158.62  (+/-2cm)      520.4   (feet) VERTCON3
 EL0073  ______________________________________________________________________
 EL0073  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 EL0073  VERT ORDER      -  ? (See Below)
 EL0073
 EL0073.The horizontal coordinates were scaled from a map and have
 EL0073.an estimated accuracy of +/- 6 seconds.
 EL0073
 EL0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0073
 EL0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0073.GEOID18 height accuracy estimate available here.
 EL0073
 EL0073.The vertical order pertains to the NGVD 29 superseded value.
 EL0073
 EL0073.Click photographs - Photos may exist for this station.
 EL0073
 EL0073;                    North         East    Units  Estimated Accuracy
 EL0073;SPC OK S     -   102,130.      764,940.      MT  (+/- 180 meters Scaled)
 EL0073
 EL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC570923(NAD 83)
 EL0073
 EL0073                          SUPERSEDED SURVEY CONTROL
 EL0073
 EL0073  NGVD 29 (??/??/92)  158.557  (m)          520.20   (f) ADJ UNCH       
 EL0073
 EL0073.Superseded values are not recommended for survey control.
 EL0073
 EL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0073.See file dsdata.pdf to determine how the superseded data were derived.
 EL0073
 EL0073_MARKER: DD = SURVEY DISK
 EL0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0073_SP_SET: CULVERT
 EL0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0073
 EL0073  HISTORY     - Date     Condition        Report By
 EL0073  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0073  HISTORY     - 1933     GOOD             CGS
 EL0073  HISTORY     - 1934     GOOD             CGS
 EL0073
 EL0073                          STATION DESCRIPTION
 EL0073
 EL0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0073'0.7 MI N FROM CANEY.
 EL0073'8 POLES N. OF MILEPOST 621, IN W. END OF S. ABUTMENT OF CONCRETE
 EL0073'CULVERT NO. 620.7.
 EL0073
 EL0073                          STATION RECOVERY (1934)
 EL0073
 EL0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0394 ***********************************************************************
 GG0394  DESIGNATION -  646.515
 GG0394  PID         -  GG0394
 GG0394  STATE/COUNTY-  OK/ROGERS
 GG0394  COUNTRY     -  US
 GG0394  USGS QUAD   -  SAGEEYAH (2018)
 GG0394
 GG0394                         *CURRENT SURVEY CONTROL
 GG0394  ______________________________________________________________________
 GG0394* NAD 83(1986) POSITION- 36 22 15.     (N) 095 39 08.     (W)   SCALED
 GG0394* NAVD 88 ORTHO HEIGHT -   196.775 (meters)      645.59  (feet) ADJUSTED
 GG0394  ______________________________________________________________________
 GG0394  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 GG0394  DYNAMIC HEIGHT  -        196.607 (meters)      645.03  (feet) COMP
 GG0394  MODELED GRAVITY -    979,775.8   (mgal)                       NAVD 88
 GG0394
 GG0394  VERT ORDER      -  FIRST     CLASS II
 GG0394
 GG0394.The horizontal coordinates were scaled from a map and have
 GG0394.an estimated accuracy of +/- 6 seconds.
 GG0394
 GG0394.The orthometric height was determined by differential leveling and
 GG0394.adjusted by the NATIONAL GEODETIC SURVEY
 GG0394.in June 1991.
 GG0394
 GG0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0394.GEOID18 height accuracy estimate available here.
 GG0394
 GG0394.Click photographs - Photos may exist for this station.
 GG0394
 GG0394.The dynamic height is computed by dividing the NAVD 88
 GG0394.geopotential number by the normal gravity value computed on the
 GG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0394.degrees latitude (g = 980.6199 gals.).
 GG0394
 GG0394.The modeled gravity was interpolated from observed gravity values.
 GG0394
 GG0394;                    North         East    Units  Estimated Accuracy
 GG0394;SPC OK N     -   154,650.      810,660.      MT  (+/- 180 meters Scaled)
 GG0394
 GG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA620283(NAD 83)
 GG0394
 GG0394                          SUPERSEDED SURVEY CONTROL
 GG0394
 GG0394  NGVD 29 (??/??/92)  196.658  (m)          645.20   (f) ADJ UNCH    1 2
 GG0394
 GG0394.Superseded values are not recommended for survey control.
 GG0394
 GG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0394.See file dsdata.pdf to determine how the superseded data were derived.
 GG0394
 GG0394_MARKER: V = STONE MONUMENT
 GG0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0394
 GG0394  HISTORY     - Date     Condition        Report By
 GG0394  HISTORY     - UNK      MONUMENTED       USGS
 GG0394  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0394
 GG0394                          STATION DESCRIPTION
 GG0394
 GG0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0394'5.4 MI N FROM CLAREMORE.
 GG0394'5.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0394'STATION AT CLAREMORE, ROGERS COUNTY, AT SAGEEYAH, ABOUT 5 FEET
 GG0394'SOUTHEAST OF THE STATION SIGN, ABOUT 20 FEET EAST OF THE NORTHEAST
 GG0394'CORNER OF AN OLD CONCRETE CISTERN, AND 10 FEET WEST OF THE
 GG0394'WEST RAIL.  A CHISELED SQUARE ON THE TOP OF A 9- BY 18-INCH
 GG0394'SANDSTONE POST, MARKED USBM AND BURIED 18 INCHES BELOW THE
 GG0394'GROUND.  NOTE-- THE STATION SIGN AND THE CISTERN ARE GONE AND
 GG0394'IT WAS DIFFICULT TO DETERMINE THE DESCRIBED LOCATION.  THERE
 GG0394'IS A COAST AND GEODETIC SURVEY BENCH MARK IN THE IMMEDIATE
 GG0394'VICINITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0114 ***********************************************************************
 GH0114  DESIGNATION -  649
 GH0114  PID         -  GH0114
 GH0114  STATE/COUNTY-  OK/OSAGE
 GH0114  COUNTRY     -  US
 GH0114  USGS QUAD   -  AVANT (2018)
 GH0114
 GH0114                         *CURRENT SURVEY CONTROL
 GH0114  ______________________________________________________________________
 GH0114* NAD 83(1986) POSITION- 36 25 09.     (N) 096 00 47.     (W)   SCALED
 GH0114* NAVD 88 ORTHO HEIGHT -   197.830 (meters)      649.05  (feet) ADJUSTED
 GH0114  ______________________________________________________________________
 GH0114  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 GH0114  DYNAMIC HEIGHT  -        197.662 (meters)      648.50  (feet) COMP
 GH0114  MODELED GRAVITY -    979,778.6   (mgal)                       NAVD 88
 GH0114
 GH0114  VERT ORDER      -  SECOND    CLASS 0
 GH0114
 GH0114.The horizontal coordinates were scaled from a map and have
 GH0114.an estimated accuracy of +/- 6 seconds.
 GH0114
 GH0114.The orthometric height was determined by differential leveling and
 GH0114.adjusted by the NATIONAL GEODETIC SURVEY
 GH0114.in June 1991.
 GH0114
 GH0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0114.GEOID18 height accuracy estimate available here.
 GH0114
 GH0114.Click photographs - Photos may exist for this station.
 GH0114
 GH0114.The dynamic height is computed by dividing the NAVD 88
 GH0114.geopotential number by the normal gravity value computed on the
 GH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0114.degrees latitude (g = 980.6199 gals.).
 GH0114
 GH0114.The modeled gravity was interpolated from observed gravity values.
 GH0114
 GH0114;                    North         East    Units  Estimated Accuracy
 GH0114;SPC OK N     -   159,290.      778,180.      MT  (+/- 180 meters Scaled)
 GH0114
 GH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF678345(NAD 83)
 GH0114
 GH0114                          SUPERSEDED SURVEY CONTROL
 GH0114
 GH0114  NGVD 29 (??/??/92)  197.717  (m)          648.68   (f) ADJ UNCH    2 0
 GH0114
 GH0114.Superseded values are not recommended for survey control.
 GH0114
 GH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0114.See file dsdata.pdf to determine how the superseded data were derived.
 GH0114
 GH0114_MARKER: P = PIPE CAP
 GH0114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0114_STAMPING: 649 OKLA
 GH0114_MARK LOGO: USGS
 GH0114_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0114
 GH0114  HISTORY     - Date     Condition        Report By
 GH0114  HISTORY     - 1912     MONUMENTED       USGS
 GH0114  HISTORY     - 1934     GOOD             CGS
 GH0114
 GH0114                          STATION DESCRIPTION
 GH0114
 GH0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0114'IN OSAGE COUNTY, 3.7 MILES NORTHWEST ALONG THE MIDLAND VALLEY
 GH0114'RAILROAD FROM THE STATION AT SKIATOOK, TULSA COUNTY, 0.35 MILE
 GH0114'NORTH OF MILEPOST 170, 70 FEET WEST OF THE CENTER LINE OF THE
 GH0114'TRACK, AT THE CORNER COMMON TO SECTIONS 3, 4, 33 AND 34, TPS.
 GH0114'22 AND 23 N, R12E, ON THE CENTER LINE OF A WAGON ROAD, AND
 GH0114'6.8 FEET EAST OF THE CENTER OF A WAGON GATE.  A UNITED STATES
 GH0114'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 649 OKLA AND RIVETED
 GH0114'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0074 ***********************************************************************
 EL0074  DESIGNATION -  65
 EL0074  PID         -  EL0074
 EL0074  STATE/COUNTY-  OK/ATOKA
 EL0074  COUNTRY     -  US
 EL0074  USGS QUAD   -  CANEY (2018)
 EL0074
 EL0074                         *CURRENT SURVEY CONTROL
 EL0074  ______________________________________________________________________
 EL0074* NAD 83(1986) POSITION- 34 14 47.     (N) 096 12 27.     (W)   SCALED
 EL0074* NAVD 88 ORTHO HEIGHT -   158.093 (meters)      518.68  (feet) ADJUSTED
 EL0074  ______________________________________________________________________
 EL0074  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 EL0074  DYNAMIC HEIGHT  -        157.933 (meters)      518.15  (feet) COMP
 EL0074  MODELED GRAVITY -    979,624.4   (mgal)                       NAVD 88
 EL0074
 EL0074  VERT ORDER      -  FIRST     CLASS II
 EL0074
 EL0074.The horizontal coordinates were scaled from a map and have
 EL0074.an estimated accuracy of +/- 6 seconds.
 EL0074
 EL0074.The orthometric height was determined by differential leveling and
 EL0074.adjusted by the NATIONAL GEODETIC SURVEY
 EL0074.in June 1991.
 EL0074
 EL0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0074.GEOID18 height accuracy estimate available here.
 EL0074
 EL0074.Click photographs - Photos may exist for this station.
 EL0074
 EL0074.The dynamic height is computed by dividing the NAVD 88
 EL0074.geopotential number by the normal gravity value computed on the
 EL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0074.degrees latitude (g = 980.6199 gals.).
 EL0074
 EL0074.The modeled gravity was interpolated from observed gravity values.
 EL0074
 EL0074;                    North         East    Units  Estimated Accuracy
 EL0074;SPC OK S     -   102,750.      765,100.      MT  (+/- 180 meters Scaled)
 EL0074
 EL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC571930(NAD 83)
 EL0074
 EL0074                          SUPERSEDED SURVEY CONTROL
 EL0074
 EL0074  NGVD 29 (??/??/92)  158.029  (m)          518.47   (f) ADJ UNCH    1 2
 EL0074
 EL0074.Superseded values are not recommended for survey control.
 EL0074
 EL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0074.See file dsdata.pdf to determine how the superseded data were derived.
 EL0074
 EL0074_MARKER: DD = SURVEY DISK
 EL0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0074_SP_SET: PIER
 EL0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0074
 EL0074  HISTORY     - Date     Condition        Report By
 EL0074  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0074  HISTORY     - 1933     GOOD             CGS
 EL0074  HISTORY     - 1934     GOOD             MKTRR
 EL0074
 EL0074                          STATION DESCRIPTION
 EL0074
 EL0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0074'1.1 MI N FROM CANEY.
 EL0074'ON THE M-K-T RAILROAD, A BRONZE DISC SET IN WEST END OF SOUTH
 EL0074'ABUTMENT OF RAILROAD TRESTLE, MARKED 620.6, ABOUT 2500 FEET
 EL0074'(14 1/2 TELEGRAPH POLES) NORTH OF MILE POLE 621.
 EL0074
 EL0074                          STATION RECOVERY (1934)
 EL0074
 EL0074'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0357 ***********************************************************************
 EK0357  DESIGNATION -  656
 EK0357  PID         -  EK0357
 EK0357  STATE/COUNTY-  OK/LE FLORE
 EK0357  COUNTRY     -  US
 EK0357  USGS QUAD   -  PAGE (2018)
 EK0357
 EK0357                         *CURRENT SURVEY CONTROL
 EK0357  ______________________________________________________________________
 EK0357* NAD 83(1986) POSITION- 34 44 56.     (N) 094 37 26.     (W)   SCALED
 EK0357* NAVD 88 ORTHO HEIGHT -   201.30  (+/-2cm)      660.4   (feet) VERTCON3
 EK0357  ______________________________________________________________________
 EK0357  GEOID HEIGHT    -        -31.495 (meters)                     GEOID18
 EK0357  VERT ORDER      -  ? (See Below)
 EK0357
 EK0357.The horizontal coordinates were scaled from a map and have
 EK0357.an estimated accuracy of +/- 6 seconds.
 EK0357
 EK0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0357
 EK0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0357.GEOID18 height accuracy estimate available here.
 EK0357
 EK0357.The vertical order pertains to the NGVD 29 superseded value.
 EK0357
 EK0357.Click photographs - Photos may exist for this station.
 EK0357
 EK0357;                    North         East    Units  Estimated Accuracy
 EK0357;SPC OK S     -   162,190.      909,060.      MT  (+/- 180 meters Scaled)
 EK0357
 EK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU513463(NAD 83)
 EK0357
 EK0357                          SUPERSEDED SURVEY CONTROL
 EK0357
 EK0357  NGVD 29 (??/??/92)  201.193  (m)          660.08   (f) ADJ UNCH       
 EK0357
 EK0357.Superseded values are not recommended for survey control.
 EK0357
 EK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0357.See file dsdata.pdf to determine how the superseded data were derived.
 EK0357
 EK0357_MARKER: B = BOLT
 EK0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0357_SP_SET: ABUTMENT
 EK0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0357
 EK0357  HISTORY     - Date     Condition        Report By
 EK0357  HISTORY     - UNK      MONUMENTED       USGS
 EK0357  HISTORY     - 1934     GOOD             CGS
 EK0357  HISTORY     - 1959     GOOD             CGS
 EK0357
 EK0357                          STATION DESCRIPTION
 EK0357
 EK0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0357'0.4 MI S FROM STAPP.
 EK0357'0.4 MILE SOUTH OF, ALONG K.C.S.RY.  ON TOP OF WEST COPING OF
 EK0357'NORTH ABUTMENT OF RAILROAD BRIDGE OVER CREEK, 8 FEET WEST OF
 EK0357'RAILROAD CENTERLINE, 1 FOOT BELOW TOP OF RAIL.
 EK0357
 EK0357                          STATION RECOVERY (1959)
 EK0357
 EK0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0384 ***********************************************************************
 GG0384  DESIGNATION -  657.614
 GG0384  PID         -  GG0384
 GG0384  STATE/COUNTY-  OK/ROGERS
 GG0384  COUNTRY     -  US
 GG0384  USGS QUAD   -  OOLOGAH (2018)
 GG0384
 GG0384                         *CURRENT SURVEY CONTROL
 GG0384  ______________________________________________________________________
 GG0384* NAD 83(1986) POSITION- 36 26 47.     (N) 095 42 28.     (W)   SCALED
 GG0384* NAVD 88 ORTHO HEIGHT -   200.139 (meters)      656.62  (feet) ADJUSTED
 GG0384  ______________________________________________________________________
 GG0384  GEOID HEIGHT    -        -29.182 (meters)                     GEOID18
 GG0384  DYNAMIC HEIGHT  -        199.970 (meters)      656.07  (feet) COMP
 GG0384  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 GG0384
 GG0384  VERT ORDER      -  FIRST     CLASS II
 GG0384
 GG0384.The horizontal coordinates were scaled from a map and have
 GG0384.an estimated accuracy of +/- 6 seconds.
 GG0384
 GG0384.The orthometric height was determined by differential leveling and
 GG0384.adjusted by the NATIONAL GEODETIC SURVEY
 GG0384.in June 1991.
 GG0384
 GG0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0384.GEOID18 height accuracy estimate available here.
 GG0384
 GG0384.Click photographs - Photos may exist for this station.
 GG0384
 GG0384.The dynamic height is computed by dividing the NAVD 88
 GG0384.geopotential number by the normal gravity value computed on the
 GG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0384.degrees latitude (g = 980.6199 gals.).
 GG0384
 GG0384.The modeled gravity was interpolated from observed gravity values.
 GG0384
 GG0384;                    North         East    Units  Estimated Accuracy
 GG0384;SPC OK N     -   162,910.      805,480.      MT  (+/- 180 meters Scaled)
 GG0384
 GG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA573368(NAD 83)
 GG0384
 GG0384                          SUPERSEDED SURVEY CONTROL
 GG0384
 GG0384  NGVD 29 (??/??/92)  200.018  (m)          656.23   (f) ADJ UNCH    1 2
 GG0384
 GG0384.Superseded values are not recommended for survey control.
 GG0384
 GG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0384.See file dsdata.pdf to determine how the superseded data were derived.
 GG0384
 GG0384_MARKER: B = BOLT
 GG0384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0384_PROJECTION: RECESSED 46 CENTIMETERS
 GG0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0384
 GG0384  HISTORY     - Date     Condition        Report By
 GG0384  HISTORY     - UNK      MONUMENTED       USGS
 GG0384  HISTORY     - 1960     GOOD             CGS
 GG0384
 GG0384                          STATION DESCRIPTION
 GG0384
 GG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0384'AT OOLAGAH.
 GG0384'AT OOLOGAH, ROGERS COUNTY, 10.7 FEET SOUTH OF THE SOUTH END OF
 GG0384'THE MISSOURI PACIFIC RAILROAD STATION, AND 12 FEET WEST OF THE
 GG0384'WEST RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 GG0384'BOLT, SURROUNDED BY THE LETTERS USBM AND SET IN THE TOP OF A
 GG0384'7- BY 9- BY 17-INCH STONE BURIED ABOUT 1-1/2 FEET BELOW THE
 GG0384'GROUND.  NOTE-- THIS MARK WAS RECOVERED 12 FEET WEST OF THE
 GG0384'WEST RAIL, 3.7 FEET EAST AND 0.5 FOOT SOUTH OF THE NORTHWEST
 GG0384'CORNER OF THE SMALL RAILROAD STATION AND IS 18 INCHES BELOW
 GG0384'THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0076 ***********************************************************************
 EL0076  DESIGNATION -  66
 EL0076  PID         -  EL0076
 EL0076  STATE/COUNTY-  OK/ATOKA
 EL0076  COUNTRY     -  US
 EL0076  USGS QUAD   -  TUSHKA (2019)
 EL0076
 EL0076                         *CURRENT SURVEY CONTROL
 EL0076  ______________________________________________________________________
 EL0076* NAD 83(1986) POSITION- 34 15 04.     (N) 096 12 22.     (W)   SCALED
 EL0076* NAVD 88 ORTHO HEIGHT -   157.473 (meters)      516.64  (feet) ADJUSTED
 EL0076  ______________________________________________________________________
 EL0076  GEOID HEIGHT    -        -27.277 (meters)                     GEOID18
 EL0076  DYNAMIC HEIGHT  -        157.314 (meters)      516.12  (feet) COMP
 EL0076  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 EL0076
 EL0076  VERT ORDER      -  FIRST     CLASS II
 EL0076
 EL0076.The horizontal coordinates were scaled from a map and have
 EL0076.an estimated accuracy of +/- 6 seconds.
 EL0076
 EL0076.The orthometric height was determined by differential leveling and
 EL0076.adjusted by the NATIONAL GEODETIC SURVEY
 EL0076.in June 1991.
 EL0076
 EL0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0076.GEOID18 height accuracy estimate available here.
 EL0076
 EL0076.Click photographs - Photos may exist for this station.
 EL0076
 EL0076.The dynamic height is computed by dividing the NAVD 88
 EL0076.geopotential number by the normal gravity value computed on the
 EL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0076.degrees latitude (g = 980.6199 gals.).
 EL0076
 EL0076.The modeled gravity was interpolated from observed gravity values.
 EL0076
 EL0076;                    North         East    Units  Estimated Accuracy
 EL0076;SPC OK S     -   103,270.      765,220.      MT  (+/- 180 meters Scaled)
 EL0076
 EL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC572935(NAD 83)
 EL0076
 EL0076                          SUPERSEDED SURVEY CONTROL
 EL0076
 EL0076  NGVD 29 (??/??/92)  157.408  (m)          516.43   (f) ADJ UNCH    1 2
 EL0076
 EL0076.Superseded values are not recommended for survey control.
 EL0076
 EL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0076.See file dsdata.pdf to determine how the superseded data were derived.
 EL0076
 EL0076_MARKER: DD = SURVEY DISK
 EL0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0076_SP_SET: PIER
 EL0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0076
 EL0076  HISTORY     - Date     Condition        Report By
 EL0076  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0076  HISTORY     - 1933     GOOD             CGS
 EL0076  HISTORY     - 1934     GOOD             CGS
 EL0076
 EL0076                          STATION DESCRIPTION
 EL0076
 EL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0076'1.4 MI N FROM CANEY.
 EL0076'ON THE M-K-T RAILROAD, A BRONZE DISC SET IN THE WEST END OF THE
 EL0076'SOUTH ABUTMENT OF STEEL RAILROAD BRIDGE, ABOUT 1200 FEET (7
 EL0076'TELEGRAPH POLES) SOUTH OF MILE POLE 620.  BRIDGE IS OVER S. BOGGY
 EL0076'CREEK AND IS MARKED 620.1.
 EL0076
 EL0076                          STATION RECOVERY (1934)
 EL0076
 EL0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0468 ***********************************************************************
 GG0468  DESIGNATION -  663.291
 GG0468  PID         -  GG0468
 GG0468  STATE/COUNTY-  OK/NOWATA
 GG0468  COUNTRY     -  US
 GG0468  USGS QUAD   -  DELAWARE (2019)
 GG0468
 GG0468                         *CURRENT SURVEY CONTROL
 GG0468  ______________________________________________________________________
 GG0468* NAD 83(1986) POSITION- 36 45 03.     (N) 095 38 07.     (W)   SCALED
 GG0468* NAVD 88 ORTHO HEIGHT -   202.043 (meters)      662.87  (feet) ADJUSTED
 GG0468  ______________________________________________________________________
 GG0468  GEOID HEIGHT    -        -29.428 (meters)                     GEOID18
 GG0468  DYNAMIC HEIGHT  -        201.875 (meters)      662.32  (feet) COMP
 GG0468  MODELED GRAVITY -    979,800.5   (mgal)                       NAVD 88
 GG0468
 GG0468  VERT ORDER      -  FIRST     CLASS II
 GG0468
 GG0468.The horizontal coordinates were scaled from a map and have
 GG0468.an estimated accuracy of +/- 6 seconds.
 GG0468
 GG0468.The orthometric height was determined by differential leveling and
 GG0468.adjusted by the NATIONAL GEODETIC SURVEY
 GG0468.in June 1991.
 GG0468
 GG0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0468.GEOID18 height accuracy estimate available here.
 GG0468
 GG0468.Click photographs - Photos may exist for this station.
 GG0468
 GG0468.The dynamic height is computed by dividing the NAVD 88
 GG0468.geopotential number by the normal gravity value computed on the
 GG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0468.degrees latitude (g = 980.6199 gals.).
 GG0468
 GG0468.The modeled gravity was interpolated from observed gravity values.
 GG0468
 GG0468;                    North         East    Units  Estimated Accuracy
 GG0468;SPC OK N     -   196,840.      811,150.      MT  (+/- 180 meters Scaled)
 GG0468
 GG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA647704(NAD 83)
 GG0468
 GG0468                          SUPERSEDED SURVEY CONTROL
 GG0468
 GG0468  NGVD 29 (??/??/92)  201.914  (m)          662.45   (f) ADJ UNCH    1 2
 GG0468
 GG0468.Superseded values are not recommended for survey control.
 GG0468
 GG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0468.See file dsdata.pdf to determine how the superseded data were derived.
 GG0468
 GG0468_MARKER: H = DRILL HOLE
 GG0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0468_SP_SET: BRIDGE
 GG0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0468
 GG0468  HISTORY     - Date     Condition        Report By
 GG0468  HISTORY     - UNK      MONUMENTED       USGS
 GG0468  HISTORY     - 1933     GOOD             CGS
 GG0468
 GG0468                          STATION DESCRIPTION
 GG0468
 GG0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0468'1.9 MI S FROM DELAWARE.
 GG0468'ABOUT 1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0468'THE STATION AT DELAWARE, NOWATA COUNTY, AT THE NORTH END OF
 GG0468'BRIDGE 207 OVER CALIFORNIA CREEK, EAST OF THE TRACK, AND ON THE
 GG0468'TOP OF THE CONCRETE CAPSTONE OF THE SECOND PIER.  THE BOTTOM
 GG0468'OF A SQUARE HOLE, LETTERED USBM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0077 ***********************************************************************
 EL0077  DESIGNATION -  67
 EL0077  PID         -  EL0077
 EL0077  STATE/COUNTY-  OK/ATOKA
 EL0077  COUNTRY     -  US
 EL0077  USGS QUAD   -  TUSHKA (2019)
 EL0077
 EL0077                         *CURRENT SURVEY CONTROL
 EL0077  ______________________________________________________________________
 EL0077* NAD 83(1986) POSITION- 34 15 18.     (N) 096 12 16.     (W)   SCALED
 EL0077* NAVD 88 ORTHO HEIGHT -   158.579 (meters)      520.27  (feet) ADJUSTED
 EL0077  ______________________________________________________________________
 EL0077  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 EL0077  DYNAMIC HEIGHT  -        158.419 (meters)      519.75  (feet) COMP
 EL0077  MODELED GRAVITY -    979,623.3   (mgal)                       NAVD 88
 EL0077
 EL0077  VERT ORDER      -  FIRST     CLASS II
 EL0077
 EL0077.The horizontal coordinates were scaled from a map and have
 EL0077.an estimated accuracy of +/- 6 seconds.
 EL0077
 EL0077.The orthometric height was determined by differential leveling and
 EL0077.adjusted by the NATIONAL GEODETIC SURVEY
 EL0077.in June 1991.
 EL0077
 EL0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0077.GEOID18 height accuracy estimate available here.
 EL0077
 EL0077.Click photographs - Photos may exist for this station.
 EL0077
 EL0077.The dynamic height is computed by dividing the NAVD 88
 EL0077.geopotential number by the normal gravity value computed on the
 EL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0077.degrees latitude (g = 980.6199 gals.).
 EL0077
 EL0077.The modeled gravity was interpolated from observed gravity values.
 EL0077
 EL0077;                    North         East    Units  Estimated Accuracy
 EL0077;SPC OK S     -   103,710.      765,370.      MT  (+/- 180 meters Scaled)
 EL0077
 EL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC574939(NAD 83)
 EL0077
 EL0077                          SUPERSEDED SURVEY CONTROL
 EL0077
 EL0077  NGVD 29 (??/??/92)  158.515  (m)          520.06   (f) ADJ UNCH    1 2
 EL0077
 EL0077.Superseded values are not recommended for survey control.
 EL0077
 EL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0077.See file dsdata.pdf to determine how the superseded data were derived.
 EL0077
 EL0077_MARKER: DD = SURVEY DISK
 EL0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0077_SP_SET: PIER
 EL0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0077
 EL0077  HISTORY     - Date     Condition        Report By
 EL0077  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0077  HISTORY     - 1933     GOOD             CGS
 EL0077  HISTORY     - 1934     GOOD             CGS
 EL0077
 EL0077                          STATION DESCRIPTION
 EL0077
 EL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0077'2.6 MI N FROM CANEY.
 EL0077'ON THE M-K-T RAILROAD, A BRONZE DISC SET IN THE WEST END OF THE
 EL0077'SOUTH ABUTMENT OF CONCRETE BRIDGE OVER CREEK ABOUT 700 FEET
 EL0077'(3 1/2 TELEGRAPH POLES) NORTH OF MILE POLE 620.
 EL0077
 EL0077                          STATION RECOVERY (1934)
 EL0077
 EL0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0079 ***********************************************************************
 EL0079  DESIGNATION -  68
 EL0079  PID         -  EL0079
 EL0079  STATE/COUNTY-  OK/ATOKA
 EL0079  COUNTRY     -  US
 EL0079  USGS QUAD   -  TUSHKA (2019)
 EL0079
 EL0079                         *CURRENT SURVEY CONTROL
 EL0079  ______________________________________________________________________
 EL0079* NAD 83(1986) POSITION- 34 15 29.     (N) 096 12 11.     (W)   SCALED
 EL0079* NAVD 88 ORTHO HEIGHT -   160.017 (meters)      524.99  (feet) ADJUSTED
 EL0079  ______________________________________________________________________
 EL0079  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 EL0079  DYNAMIC HEIGHT  -        159.856 (meters)      524.46  (feet) COMP
 EL0079  MODELED GRAVITY -    979,622.9   (mgal)                       NAVD 88
 EL0079
 EL0079  VERT ORDER      -  FIRST     CLASS II
 EL0079
 EL0079.The horizontal coordinates were scaled from a map and have
 EL0079.an estimated accuracy of +/- 6 seconds.
 EL0079
 EL0079.The orthometric height was determined by differential leveling and
 EL0079.adjusted by the NATIONAL GEODETIC SURVEY
 EL0079.in June 1991.
 EL0079
 EL0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0079.GEOID18 height accuracy estimate available here.
 EL0079
 EL0079.Click photographs - Photos may exist for this station.
 EL0079
 EL0079.The dynamic height is computed by dividing the NAVD 88
 EL0079.geopotential number by the normal gravity value computed on the
 EL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0079.degrees latitude (g = 980.6199 gals.).
 EL0079
 EL0079.The modeled gravity was interpolated from observed gravity values.
 EL0079
 EL0079;                    North         East    Units  Estimated Accuracy
 EL0079;SPC OK S     -   104,050.      765,490.      MT  (+/- 180 meters Scaled)
 EL0079
 EL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC575943(NAD 83)
 EL0079
 EL0079                          SUPERSEDED SURVEY CONTROL
 EL0079
 EL0079  NGVD 29 (??/??/92)  159.953  (m)          524.78   (f) ADJ UNCH    1 2
 EL0079
 EL0079.Superseded values are not recommended for survey control.
 EL0079
 EL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0079.See file dsdata.pdf to determine how the superseded data were derived.
 EL0079
 EL0079_MARKER: DD = SURVEY DISK
 EL0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0079_SP_SET: PIER
 EL0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0079
 EL0079  HISTORY     - Date     Condition        Report By
 EL0079  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0079  HISTORY     - 1933     GOOD             CGS
 EL0079  HISTORY     - 1934     GOOD             CGS
 EL0079
 EL0079                          STATION DESCRIPTION
 EL0079
 EL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0079'2.9 MI N FROM CANEY.
 EL0079'ON THE M-K-T RAILROAD, A BRONZE DISC SET IN THE WEST END OF
 EL0079'THE SOUTH ABUTMENT OF TRESTLE, ABOUT 1900 FEET (11 TELEGRAPH
 EL0079'POLES) NORTH OF MILE POLE 620.
 EL0079
 EL0079                          STATION RECOVERY (1934)
 EL0079
 EL0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0084 ***********************************************************************
 EL0084  DESIGNATION -  69
 EL0084  PID         -  EL0084
 EL0084  STATE/COUNTY-  OK/ATOKA
 EL0084  COUNTRY     -  US
 EL0084  USGS QUAD   -  TUSHKA (2019)
 EL0084
 EL0084                         *CURRENT SURVEY CONTROL
 EL0084  ______________________________________________________________________
 EL0084* NAD 83(1986) POSITION- 34 19 49.     (N) 096 09 14.     (W)   SCALED
 EL0084* NAVD 88 ORTHO HEIGHT -   189.842 (meters)      622.84  (feet) ADJUSTED
 EL0084  ______________________________________________________________________
 EL0084  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 EL0084  DYNAMIC HEIGHT  -        189.649 (meters)      622.21  (feet) COMP
 EL0084  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 EL0084
 EL0084  VERT ORDER      -  FIRST     CLASS II
 EL0084
 EL0084.The horizontal coordinates were scaled from a map and have
 EL0084.an estimated accuracy of +/- 6 seconds.
 EL0084
 EL0084.The orthometric height was determined by differential leveling and
 EL0084.adjusted by the NATIONAL GEODETIC SURVEY
 EL0084.in June 1991.
 EL0084
 EL0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0084.GEOID18 height accuracy estimate available here.
 EL0084
 EL0084.Click photographs - Photos may exist for this station.
 EL0084
 EL0084.The dynamic height is computed by dividing the NAVD 88
 EL0084.geopotential number by the normal gravity value computed on the
 EL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0084.degrees latitude (g = 980.6199 gals.).
 EL0084
 EL0084.The modeled gravity was interpolated from observed gravity values.
 EL0084
 EL0084;                    North         East    Units  Estimated Accuracy
 EL0084;SPC OK S     -   112,140.      769,870.      MT  (+/- 180 meters Scaled)
 EL0084
 EL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD618024(NAD 83)
 EL0084
 EL0084                          SUPERSEDED SURVEY CONTROL
 EL0084
 EL0084  NGVD 29 (??/??/92)  189.765  (m)          622.59   (f) ADJ UNCH    1 2
 EL0084
 EL0084.Superseded values are not recommended for survey control.
 EL0084
 EL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0084.See file dsdata.pdf to determine how the superseded data were derived.
 EL0084
 EL0084_MARKER: B = BOLT
 EL0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0084_SP_SET: CULVERT
 EL0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0084
 EL0084  HISTORY     - Date     Condition        Report By
 EL0084  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0084  HISTORY     - 1933     GOOD             CGS
 EL0084  HISTORY     - 1934     GOOD             MKTRR
 EL0084
 EL0084                          STATION DESCRIPTION
 EL0084
 EL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0084'4.3 MI S FROM ATOKA.
 EL0084'ON THE M.K.T. R.R. AT MILEPOST 614, 2 RAILS NORTH OF SEMAPHORE
 EL0084'STAND 614.1, AND IN THE SOUTH END OF WEST HEADWALL OF CONCRETE
 EL0084'CULVERT UNDER RAILROAD.
 EL0084
 EL0084                          STATION RECOVERY (1934)
 EL0084
 EL0084'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0495 ***********************************************************************
 GG0495  DESIGNATION -  692
 GG0495  PID         -  GG0495
 GG0495  STATE/COUNTY-  OK/WASHINGTON
 GG0495  COUNTRY     -  US
 GG0495  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0495
 GG0495                         *CURRENT SURVEY CONTROL
 GG0495  ______________________________________________________________________
 GG0495* NAD 83(1986) POSITION- 36 44 59.     (N) 095 58 15.     (W)   SCALED
 GG0495* NAVD 88 ORTHO HEIGHT -   211.870 (meters)      695.11  (feet) ADJUSTED
 GG0495  ______________________________________________________________________
 GG0495  GEOID HEIGHT    -        -29.157 (meters)                     GEOID18
 GG0495  DYNAMIC HEIGHT  -        211.696 (meters)      694.54  (feet) COMP
 GG0495  MODELED GRAVITY -    979,807.9   (mgal)                       NAVD 88
 GG0495
 GG0495  VERT ORDER      -  SECOND    CLASS 0
 GG0495
 GG0495.The horizontal coordinates were scaled from a map and have
 GG0495.an estimated accuracy of +/- 6 seconds.
 GG0495
 GG0495.The orthometric height was determined by differential leveling and
 GG0495.adjusted by the NATIONAL GEODETIC SURVEY
 GG0495.in June 1991.
 GG0495
 GG0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0495.GEOID18 height accuracy estimate available here.
 GG0495
 GG0495.Click photographs - Photos may exist for this station.
 GG0495
 GG0495.The dynamic height is computed by dividing the NAVD 88
 GG0495.geopotential number by the normal gravity value computed on the
 GG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0495.degrees latitude (g = 980.6199 gals.).
 GG0495
 GG0495.The modeled gravity was interpolated from observed gravity values.
 GG0495
 GG0495;                    North         East    Units  Estimated Accuracy
 GG0495;SPC OK N     -   196,040.      781,200.      MT  (+/- 180 meters Scaled)
 GG0495
 GG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA347712(NAD 83)
 GG0495
 GG0495                          SUPERSEDED SURVEY CONTROL
 GG0495
 GG0495  NGVD 29 (??/??/92)  211.752  (m)          694.72   (f) ADJ UNCH    2 0
 GG0495
 GG0495.Superseded values are not recommended for survey control.
 GG0495
 GG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0495.See file dsdata.pdf to determine how the superseded data were derived.
 GG0495
 GG0495_MARKER: P = PIPE CAP
 GG0495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0495_STAMPING: 692
 GG0495_MARK LOGO: USGS
 GG0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0495
 GG0495  HISTORY     - Date     Condition        Report By
 GG0495  HISTORY     - UNK      MONUMENTED       USGS
 GG0495  HISTORY     - 1934     GOOD             CGS
 GG0495  HISTORY     - 20020825 MARK NOT FOUND   INDIV
 GG0495
 GG0495                          STATION DESCRIPTION
 GG0495
 GG0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0495'AT BARTLESVILLE.
 GG0495'AT BARTLESVILLE, WASHINGTON COUNTY, 25 FEET NORTHWEST OF THE
 GG0495'CENTER OF THE INTERSECTION OF MILL STREET AND SOUTH SHAWNEE
 GG0495'AVENUE, AND 200 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GG0495'COUNTY COURTHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GG0495'CAP, STAMPED 692 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GG0495
 GG0495                          STATION RECOVERY (2002)
 GG0495
 GG0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0002 ***********************************************************************
 FJ0002  DESIGNATION -  696
 FJ0002  PID         -  FJ0002
 FJ0002  STATE/COUNTY-  OK/CREEK
 FJ0002  COUNTRY     -  US
 FJ0002  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0002
 FJ0002                         *CURRENT SURVEY CONTROL
 FJ0002  ______________________________________________________________________
 FJ0002* NAD 83(1986) POSITION- 35 56 31.     (N) 096 03 44.     (W)   SCALED
 FJ0002* NAVD 88 ORTHO HEIGHT -   212.352 (meters)      696.69  (feet) ADJUSTED
 FJ0002  ______________________________________________________________________
 FJ0002  GEOID HEIGHT    -        -28.800 (meters)                     GEOID18
 FJ0002  DYNAMIC HEIGHT  -        212.164 (meters)      696.07  (feet) COMP
 FJ0002  MODELED GRAVITY -    979,740.6   (mgal)                       NAVD 88
 FJ0002
 FJ0002  VERT ORDER      -  FIRST     CLASS II
 FJ0002
 FJ0002.The horizontal coordinates were scaled from a map and have
 FJ0002.an estimated accuracy of +/- 6 seconds.
 FJ0002
 FJ0002.The orthometric height was determined by differential leveling and
 FJ0002.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0002.in June 1991.
 FJ0002
 FJ0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0002.GEOID18 height accuracy estimate available here.
 FJ0002
 FJ0002.Click photographs - Photos may exist for this station.
 FJ0002
 FJ0002.The dynamic height is computed by dividing the NAVD 88
 FJ0002.geopotential number by the normal gravity value computed on the
 FJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0002.degrees latitude (g = 980.6199 gals.).
 FJ0002
 FJ0002.The modeled gravity was interpolated from observed gravity values.
 FJ0002
 FJ0002;                    North         East    Units  Estimated Accuracy
 FJ0002;SPC OK N     -   106,260.      774,830.      MT  (+/- 180 meters Scaled)
 FJ0002
 FJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE650814(NAD 83)
 FJ0002
 FJ0002                          SUPERSEDED SURVEY CONTROL
 FJ0002
 FJ0002  NGVD 29 (??/??/92)  212.244  (m)          696.34   (f) ADJ UNCH    1 2
 FJ0002
 FJ0002.Superseded values are not recommended for survey control.
 FJ0002
 FJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0002.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0002
 FJ0002_MARKER: DD = SURVEY DISK
 FJ0002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0002_SP_SET: CURB
 FJ0002_MARK LOGO: USGS
 FJ0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0002
 FJ0002  HISTORY     - Date     Condition        Report By
 FJ0002  HISTORY     - UNK      MONUMENTED       USGS
 FJ0002  HISTORY     - 1933     GOOD             CGS
 FJ0002  HISTORY     - 19940331 MARK NOT FOUND   NGS
 FJ0002  HISTORY     - 20220531 MARK NOT FOUND   OKDOT
 FJ0002
 FJ0002                          STATION DESCRIPTION
 FJ0002
 FJ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0002'AT KIEFER.
 FJ0002'AT KIEFER, ON THE PLATFORM OF THE FRISCO R.R. 15 FEET EAST OF THE
 FJ0002'STATION BUILDING, 10 FEET NORTH OF SOUTH END OF STATION.  PLATE
 FJ0002'SET IN THE CONCRETE CURB.
 FJ0002
 FJ0002                          STATION RECOVERY (1994)
 FJ0002
 FJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0002'MARK NOT FOUND.
 FJ0002
 FJ0002                          STATION RECOVERY (2022)
 FJ0002
 FJ0002'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0298 ***********************************************************************
 GG0298  DESIGNATION -  698.99
 GG0298  PID         -  GG0298
 GG0298  STATE/COUNTY-  OK/CRAIG
 GG0298  COUNTRY     -  US
 GG0298  USGS QUAD   -  VINITA (2019)
 GG0298
 GG0298                         *CURRENT SURVEY CONTROL
 GG0298  ______________________________________________________________________
 GG0298* NAD 83(1986) POSITION- 36 38 32.     (N) 095 09 50.     (W)   SCALED
 GG0298* NAVD 88 ORTHO HEIGHT -   213.705 (meters)      701.13  (feet) ADJUSTED
 GG0298  ______________________________________________________________________
 GG0298  GEOID HEIGHT    -        -29.323 (meters)                     GEOID18
 GG0298  DYNAMIC HEIGHT  -        213.527 (meters)      700.55  (feet) COMP
 GG0298  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 GG0298
 GG0298  VERT ORDER      -  SECOND    CLASS 0
 GG0298
 GG0298.The horizontal coordinates were scaled from a map and have
 GG0298.an estimated accuracy of +/- 6 seconds.
 GG0298
 GG0298.The orthometric height was determined by differential leveling and
 GG0298.adjusted by the NATIONAL GEODETIC SURVEY
 GG0298.in June 1991.
 GG0298
 GG0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0298.GEOID18 height accuracy estimate available here.
 GG0298
 GG0298.Click photographs - Photos may exist for this station.
 GG0298
 GG0298.The dynamic height is computed by dividing the NAVD 88
 GG0298.geopotential number by the normal gravity value computed on the
 GG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0298.degrees latitude (g = 980.6199 gals.).
 GG0298
 GG0298.The modeled gravity was interpolated from observed gravity values.
 GG0298
 GG0298;                    North         East    Units  Estimated Accuracy
 GG0298;SPC OK N     -   185,920.      853,580.      MT  (+/- 180 meters Scaled)
 GG0298
 GG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA065573(NAD 83)
 GG0298
 GG0298                          SUPERSEDED SURVEY CONTROL
 GG0298
 GG0298  NGVD 29 (??/??/92)  213.592  (m)          700.76   (f) ADJ UNCH    2 0
 GG0298
 GG0298.Superseded values are not recommended for survey control.
 GG0298
 GG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0298.See file dsdata.pdf to determine how the superseded data were derived.
 GG0298
 GG0298_MARKER: P = PIPE CAP
 GG0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0298_SP_SET: SIDEWALK
 GG0298_STAMPING: 698.99-T25N R20E SEC 16 15 21 + 22
 GG0298_MAGNETIC: P = MARKER IS A STEEL PIPE
 GG0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0298
 GG0298  HISTORY     - Date     Condition        Report By
 GG0298  HISTORY     - UNK      MONUMENTED       BNRR
 GG0298  HISTORY     - 1934     GOOD             CGS
 GG0298
 GG0298                          STATION DESCRIPTION
 GG0298
 GG0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0298'IN VINITA.
 GG0298'IN THE TOWN OF VINITA, AT INTERSECTION OF W. ILLINOIS AVE.
 GG0298'WITH GUNTER STREET, 240 FEET WEST OF CENTERLINE OF GUNTER STREET,
 GG0298'45 FEET SOUTH OF CENTERLINE OF W. ILLINOIS AVE., IRON POST
 GG0298'SET AT NORTH EDGE OF BRICK SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0009 ***********************************************************************
 EL0009  DESIGNATION -  7
 EL0009  PID         -  EL0009
 EL0009  STATE/COUNTY-  OK/COAL
 EL0009  COUNTRY     -  US
 EL0009  USGS QUAD   -  CENTRAHOMA (2018)
 EL0009
 EL0009                         *CURRENT SURVEY CONTROL
 EL0009  ______________________________________________________________________
 EL0009* NAD 83(1986) POSITION- 34 30 17.     (N) 096 18 24.     (W)   SCALED
 EL0009* NAVD 88 ORTHO HEIGHT -   199.347 (meters)      654.02  (feet) ADJUSTED
 EL0009  ______________________________________________________________________
 EL0009  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 EL0009  DYNAMIC HEIGHT  -        199.148 (meters)      653.37  (feet) COMP
 EL0009  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 EL0009
 EL0009  VERT ORDER      -  SECOND    CLASS 0
 EL0009
 EL0009.The horizontal coordinates were scaled from a map and have
 EL0009.an estimated accuracy of +/- 6 seconds.
 EL0009
 EL0009.The orthometric height was determined by differential leveling and
 EL0009.adjusted by the NATIONAL GEODETIC SURVEY
 EL0009.in June 1991.
 EL0009
 EL0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0009.GEOID18 height accuracy estimate available here.
 EL0009
 EL0009.Click photographs - Photos may exist for this station.
 EL0009
 EL0009.The dynamic height is computed by dividing the NAVD 88
 EL0009.geopotential number by the normal gravity value computed on the
 EL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0009.degrees latitude (g = 980.6199 gals.).
 EL0009
 EL0009.The modeled gravity was interpolated from observed gravity values.
 EL0009
 EL0009;                    North         East    Units  Estimated Accuracy
 EL0009;SPC OK S     -   131,240.      755,490.      MT  (+/- 180 meters Scaled)
 EL0009
 EL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD472214(NAD 83)
 EL0009
 EL0009                          SUPERSEDED SURVEY CONTROL
 EL0009
 EL0009  NGVD 29 (??/??/92)  199.286  (m)          653.82   (f) ADJ UNCH    2 0
 EL0009
 EL0009.Superseded values are not recommended for survey control.
 EL0009
 EL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0009.See file dsdata.pdf to determine how the superseded data were derived.
 EL0009
 EL0009_MARKER: B = BOLT
 EL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0009+STABILITY: SURFACE MOTION
 EL0009
 EL0009  HISTORY     - Date     Condition        Report By
 EL0009  HISTORY     - UNK      MONUMENTED
 EL0009  HISTORY     - 1934     GOOD             CGS
 EL0009
 EL0009                          STATION DESCRIPTION
 EL0009
 EL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0009'6.6 MI NW FROM LEHIGH.
 EL0009'6.6 MILES NORTHWEST ALONG THE ABANDONED ATCHISON, TOPEKA AND
 EL0009'SANTA FE RAILWAY FROM THE OKLAHOMA CITY-ADA-ATOKA RAILWAY STATION
 EL0009'AT LEHIGH, COAL COUNTY, 250 FEET NORTHWEST OF THE CROSSING OF THE
 EL0009'O.C.A.A.RY., AT STATION 369+61, AND 49 FEET NORTH OF THE NORTH
 EL0009'RAIL.  A BOLT, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0073 ***********************************************************************
 GJ0073  DESIGNATION -  7 D 35
 GJ0073  PID         -  GJ0073
 GJ0073  STATE/COUNTY-  OK/MAJOR
 GJ0073  COUNTRY     -  US
 GJ0073  USGS QUAD   -  FAIRVIEW (2018)
 GJ0073
 GJ0073                         *CURRENT SURVEY CONTROL
 GJ0073  ______________________________________________________________________
 GJ0073* NAD 83(1993) POSITION- 36 16 30.37408(N) 098 28 53.59212(W)   ADJUSTED
 GJ0073* NAVD 88 ORTHO HEIGHT -   392.773 (meters)     1288.62  (feet) ADJUSTED
 GJ0073  ______________________________________________________________________
 GJ0073  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 GJ0073  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 GJ0073  DYNAMIC HEIGHT  -        392.418 (meters)     1287.46  (feet) COMP
 GJ0073  MODELED GRAVITY -    979,717.9   (mgal)                       NAVD 88
 GJ0073
 GJ0073  HORZ ORDER      -  SECOND
 GJ0073  VERT ORDER      -  SECOND    CLASS 0
 GJ0073
 GJ0073.The horizontal coordinates were established by classical geodetic methods
 GJ0073.and adjusted by the National Geodetic Survey in November 1994.
 GJ0073
 GJ0073.The orthometric height was determined by differential leveling and
 GJ0073.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0073.in June 1991.
 GJ0073
 GJ0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0073.GEOID18 height accuracy estimate available here.
 GJ0073
 GJ0073.Click photographs - Photos may exist for this station.
 GJ0073
 GJ0073.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0073
 GJ0073.The dynamic height is computed by dividing the NAVD 88
 GJ0073.geopotential number by the normal gravity value computed on the
 GJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0073.degrees latitude (g = 980.6199 gals.).
 GJ0073
 GJ0073.The modeled gravity was interpolated from observed gravity values.
 GJ0073
 GJ0073. The following values were computed from the NAD 83(1993) position.
 GJ0073
 GJ0073;                    North         East     Units Scale Factor Converg.
 GJ0073;SPC OK N     -   141,584.197   556,735.137   MT  0.99994717   -0 17 03.1
 GJ0073;SPC OK N     -   464,514.15  1,826,555.20   sFT  0.99994717   -0 17 03.1
 GJ0073;UTM  14      - 4,014,586.847   546,563.728   MT  0.99962671   +0 18 24.3
 GJ0073
 GJ0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0073!SPC OK N     -   0.99994269  x   0.99994717  =   0.99988986
 GJ0073!UTM  14      -   0.99994269  x   0.99962671  =   0.99956942
 GJ0073
 GJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4656314586(NAD 83)
 GJ0073
 GJ0073                          SUPERSEDED SURVEY CONTROL
 GJ0073
 GJ0073  NAD 83(1986)-  36 16 30.37879(N)    098 28 53.57833(W) AD(       ) 2
 GJ0073  NAD 27      -  36 16 30.24931(N)    098 28 52.29470(W) AD(       ) 2
 GJ0073  NGVD 29 (??/??/92)  392.601  (m)         1288.06   (f) ADJ UNCH    2 0
 GJ0073
 GJ0073.Superseded values are not recommended for survey control.
 GJ0073
 GJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0073.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0073
 GJ0073_MARKER: DD = SURVEY DISK
 GJ0073_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0073_STAMPING: 7 D 35 TT 1934
 GJ0073_MARK LOGO: CGS+SS
 GJ0073_PROJECTION: FLUSH
 GJ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0073
 GJ0073  HISTORY     - Date     Condition        Report By
 GJ0073  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0073  HISTORY     - 1935     GOOD             CGS
 GJ0073
 GJ0073                          STATION DESCRIPTION
 GJ0073
 GJ0073'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934 (JCC)
 GJ0073'THE STATION IS LOCATED IN THE NORTH EDGE OF FAIRVIEW, BETWEEN THE
 GJ0073'MAIN LINE AND A SPUR LINE OF THE SANTA FE RAILROAD.
 GJ0073'
 GJ0073'THE MARK IS A BRONZE DISK OF THE COAST AND GEODETIC SURVEY AND STATE
 GJ0073'SURVEY STAMPED, NO. 7 D 35 T T 1934, SET IN THE TOP OF A 5 INCH
 GJ0073'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13.7 FEET WEST OF
 GJ0073'THE WEST RAIL OF THE MAIN LINE, 28.8 FEET EAST OF THE EAST RAIL
 GJ0073'OF THE SPUR LINE, 38.1 FEET SOUTH OF THE CENTERLINE OF EAST STATE
 GJ0073'STREET AND 62 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO
 GJ0073'AN ELEVATOR.
 GJ0073'
 GJ0073'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FAIRVIEW,
 GJ0073'DISTANCE BEING 137.54 FEET, (41.922 METERS) NORTHWEST OF STATION
 GJ0073'FAIRVIEW.
 GJ0073
 GJ0073                          STATION RECOVERY (1935)
 GJ0073
 GJ0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GJ0073'0.7 MI N FROM FAIRVIEW.
 GJ0073'0.7 MILES NORTH OF CITY WATER TANK AT FAIRVIEW 90 FEET NORTHEAST
 GJ0073'OF STOCK YARD, 40 FEET SOUTH OF CENTERLINE OF SECTION LINE ROAD,
 GJ0073'12 FEET WEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0073'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0070 ***********************************************************************
 GJ0070  DESIGNATION -  7 E 4
 GJ0070  PID         -  GJ0070
 GJ0070  STATE/COUNTY-  OK/MAJOR
 GJ0070  COUNTRY     -  US
 GJ0070  USGS QUAD   -  HOMESTEAD (2018)
 GJ0070
 GJ0070                         *CURRENT SURVEY CONTROL
 GJ0070  ______________________________________________________________________
 GJ0070* NAD 83(1986) POSITION- 36 12 13.84   (N) 098 28 37.11   (W)   HD_HELD1
 GJ0070* NAVD 88 ORTHO HEIGHT -   414.430 (meters)     1359.68  (feet) ADJUSTED
 GJ0070  ______________________________________________________________________
 GJ0070  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 GJ0070  DYNAMIC HEIGHT  -        414.052 (meters)     1358.44  (feet) COMP
 GJ0070  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 GJ0070
 GJ0070  VERT ORDER      -  SECOND    CLASS 0
 GJ0070
 GJ0070.The horizontal coordinates were determined by differentially corrected
 GJ0070.hand held GPS observations or other comparable positioning techniques
 GJ0070.and have an estimated accuracy of +/- 3 meters.
 GJ0070
 GJ0070.The orthometric height was determined by differential leveling and
 GJ0070.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0070.in June 1991.
 GJ0070
 GJ0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0070.GEOID18 height accuracy estimate available here.
 GJ0070
 GJ0070.Click photographs - Photos may exist for this station.
 GJ0070
 GJ0070.The dynamic height is computed by dividing the NAVD 88
 GJ0070.geopotential number by the normal gravity value computed on the
 GJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0070.degrees latitude (g = 980.6199 gals.).
 GJ0070
 GJ0070.The modeled gravity was interpolated from observed gravity values.
 GJ0070
 GJ0070;                    North         East    Units  Estimated Accuracy
 GJ0070;SPC OK N     -   133,675.5     557,107.6     MT  (+/- 3 meters HH1 GPS) 
 GJ0070
 GJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4701706684(NAD 83)
 GJ0070
 GJ0070                          SUPERSEDED SURVEY CONTROL
 GJ0070
 GJ0070  NGVD 29 (??/??/92)  414.258  (m)         1359.11   (f) ADJ UNCH    2 0
 GJ0070
 GJ0070.Superseded values are not recommended for survey control.
 GJ0070
 GJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0070.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0070
 GJ0070_MARKER: DD = SURVEY DISK
 GJ0070_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0070_STAMPING: 7 E 4
 GJ0070_MARK LOGO: CGS+SS
 GJ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0070
 GJ0070  HISTORY     - Date     Condition        Report By
 GJ0070  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0070  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0070
 GJ0070                          STATION DESCRIPTION
 GJ0070
 GJ0070'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0070'4.3 MI S FROM FAIRVIEW.
 GJ0070'4.3 MILES SOUTH OF CITY WATER TANK AT FAIRVIEW 5 POLES NORTH
 GJ0070'OF GRAIN ELEVATOR, 36 FEET EAST OF ATCHISON, TOPEKA AND SANTA
 GJ0070'FE RAILROAD TRACKS, AT SIGNBOARD STATION VOORHEES.
 GJ0070
 GJ0070                          STATION RECOVERY (1972)
 GJ0070
 GJ0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0379 ***********************************************************************
 GH0379  DESIGNATION -  7 H 37 TT
 GH0379  PID         -  GH0379
 GH0379  STATE/COUNTY-  OK/KINGFISHER
 GH0379  COUNTRY     -  US
 GH0379  USGS QUAD   -  HENNESSEY (2018)
 GH0379
 GH0379                         *CURRENT SURVEY CONTROL
 GH0379  ______________________________________________________________________
 GH0379* NAD 83(1986) POSITION- 36 07 00.06   (N) 097 54 15.04   (W)   HD_HELD1
 GH0379* NAVD 88 ORTHO HEIGHT -   355.595 (meters)     1166.65  (feet) ADJUSTED
 GH0379  ______________________________________________________________________
 GH0379  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 GH0379  DYNAMIC HEIGHT  -        355.276 (meters)     1165.60  (feet) COMP
 GH0379  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 GH0379
 GH0379  VERT ORDER      -  FIRST     CLASS II
 GH0379
 GH0379.The horizontal coordinates were determined by differentially corrected
 GH0379.hand held GPS observations or other comparable positioning techniques
 GH0379.and have an estimated accuracy of +/- 3 meters.
 GH0379
 GH0379.The orthometric height was determined by differential leveling and
 GH0379.adjusted by the NATIONAL GEODETIC SURVEY
 GH0379.in June 1991.
 GH0379
 GH0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0379.GEOID18 height accuracy estimate available here.
 GH0379
 GH0379.Click photographs - Photos may exist for this station.
 GH0379
 GH0379.The dynamic height is computed by dividing the NAVD 88
 GH0379.geopotential number by the normal gravity value computed on the
 GH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0379.degrees latitude (g = 980.6199 gals.).
 GH0379
 GH0379.The modeled gravity was interpolated from observed gravity values.
 GH0379
 GH0379;                    North         East    Units  Estimated Accuracy
 GH0379;SPC OK N     -   123,903.3     608,626.5     MT  (+/- 3 meters HH1 GPS) 
 GH0379
 GH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9862097446(NAD 83)
 GH0379
 GH0379                          SUPERSEDED SURVEY CONTROL
 GH0379
 GH0379  NGVD 29 (??/??/92)  355.423  (m)         1166.08   (f) ADJ UNCH    1 2
 GH0379
 GH0379.Superseded values are not recommended for survey control.
 GH0379
 GH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0379.See file dsdata.pdf to determine how the superseded data were derived.
 GH0379
 GH0379_MARKER: DD = SURVEY DISK
 GH0379_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0379_STAMPING: 7 H 37 TT 1938
 GH0379_MARK LOGO: OKCC
 GH0379_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0379
 GH0379  HISTORY     - Date     Condition        Report By
 GH0379  HISTORY     - 1938     MONUMENTED       OKCC
 GH0379  HISTORY     - 1953     GOOD             CGS
 GH0379  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0379  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0379
 GH0379                          STATION DESCRIPTION
 GH0379
 GH0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0379'0.9 MI N FROM HENNESSEY.
 GH0379'0.5 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE FIRST NATIONAL BANK
 GH0379'AT HENNESSEY, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 51, 598
 GH0379'FEET WEST OF TRIANGULATION STATION HENNESSEY 1951, 48 FEET SOUTH
 GH0379'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 2
 GH0379'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0379'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS USED AS
 GH0379'A REFERENCE MARK FOR TRIANGULATION STATION HENNESSEY 1951.
 GH0379
 GH0379                          STATION RECOVERY (1979)
 GH0379
 GH0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0379'MARK NOT FOUND.
 GH0379
 GH0379                          STATION RECOVERY (1985)
 GH0379
 GH0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0379'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0085 ***********************************************************************
 EL0085  DESIGNATION -  70
 EL0085  PID         -  EL0085
 EL0085  STATE/COUNTY-  OK/ATOKA
 EL0085  COUNTRY     -  US
 EL0085  USGS QUAD   -  TUSHKA (2019)
 EL0085
 EL0085                         *CURRENT SURVEY CONTROL
 EL0085  ______________________________________________________________________
 EL0085* NAD 83(1986) POSITION- 34 20 52.     (N) 096 08 34.     (W)   SCALED
 EL0085* NAVD 88 ORTHO HEIGHT -   188.139 (meters)      617.25  (feet) ADJUSTED
 EL0085  ______________________________________________________________________
 EL0085  GEOID HEIGHT    -        -27.938 (meters)                     GEOID18
 EL0085  DYNAMIC HEIGHT  -        187.947 (meters)      616.62  (feet) COMP
 EL0085  MODELED GRAVITY -    979,609.2   (mgal)                       NAVD 88
 EL0085
 EL0085  VERT ORDER      -  FIRST     CLASS II
 EL0085
 EL0085.The horizontal coordinates were scaled from a map and have
 EL0085.an estimated accuracy of +/- 6 seconds.
 EL0085
 EL0085.The orthometric height was determined by differential leveling and
 EL0085.adjusted by the NATIONAL GEODETIC SURVEY
 EL0085.in June 1991.
 EL0085
 EL0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0085.GEOID18 height accuracy estimate available here.
 EL0085
 EL0085.Click photographs - Photos may exist for this station.
 EL0085
 EL0085.The dynamic height is computed by dividing the NAVD 88
 EL0085.geopotential number by the normal gravity value computed on the
 EL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0085.degrees latitude (g = 980.6199 gals.).
 EL0085
 EL0085.The modeled gravity was interpolated from observed gravity values.
 EL0085
 EL0085;                    North         East    Units  Estimated Accuracy
 EL0085;SPC OK S     -   114,100.      770,860.      MT  (+/- 180 meters Scaled)
 EL0085
 EL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD628044(NAD 83)
 EL0085
 EL0085                          SUPERSEDED SURVEY CONTROL
 EL0085
 EL0085  NGVD 29 (??/??/92)  188.060  (m)          616.99   (f) ADJ UNCH    1 2
 EL0085
 EL0085.Superseded values are not recommended for survey control.
 EL0085
 EL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0085.See file dsdata.pdf to determine how the superseded data were derived.
 EL0085
 EL0085_MARKER: B = BOLT
 EL0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0085_SP_SET: CULVERT
 EL0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0085
 EL0085  HISTORY     - Date     Condition        Report By
 EL0085  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0085  HISTORY     - 1933     GOOD             CGS
 EL0085  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0085
 EL0085                          STATION DESCRIPTION
 EL0085
 EL0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0085'2.8 MI S FROM ATOKA.
 EL0085'ON THE M-K-T RAILROAD, A TRACK BOLT SET IN THE SOUTH END OF THE
 EL0085'WEST HEADWALL OF CONCRETE CULVERT UNDER RAILROAD, ABOUT 3300
 EL0085'FEET SOUTH OF MILE POLE 612.  DISTANCE APPROXIMATED FROM NINETEEN
 EL0085'TELEGRAPH POLES.  CULVERT HAS BEEN FILLED IN.
 EL0085
 EL0085                          STATION RECOVERY (1967)
 EL0085
 EL0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0473 ***********************************************************************
 GG0473  DESIGNATION -  702
 GG0473  PID         -  GG0473
 GG0473  STATE/COUNTY-  OK/NOWATA
 GG0473  COUNTRY     -  US
 GG0473  USGS QUAD   -  NOWATA WEST (2019)
 GG0473
 GG0473                         *CURRENT SURVEY CONTROL
 GG0473  ______________________________________________________________________
 GG0473* NAD 83(1986) POSITION- 36 42 00.53   (N) 095 38 15.87   (W)   HD_HELD1
 GG0473* NAVD 88 ORTHO HEIGHT -   214.746 (meters)      704.55  (feet) ADJUSTED
 GG0473  ______________________________________________________________________
 GG0473  GEOID HEIGHT    -        -29.364 (meters)                     GEOID18
 GG0473  DYNAMIC HEIGHT  -        214.568 (meters)      703.96  (feet) COMP
 GG0473  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GG0473
 GG0473  VERT ORDER      -  FIRST     CLASS II
 GG0473
 GG0473.The horizontal coordinates were determined by differentially corrected
 GG0473.hand held GPS observations or other comparable positioning techniques
 GG0473.and have an estimated accuracy of +/- 3 meters.
 GG0473
 GG0473.The orthometric height was determined by differential leveling and
 GG0473.adjusted by the NATIONAL GEODETIC SURVEY
 GG0473.in June 1991.
 GG0473
 GG0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0473.GEOID18 height accuracy estimate available here.
 GG0473
 GG0473.Click photographs - Photos may exist for this station.
 GG0473
 GG0473.The dynamic height is computed by dividing the NAVD 88
 GG0473.geopotential number by the normal gravity value computed on the
 GG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0473.degrees latitude (g = 980.6199 gals.).
 GG0473
 GG0473.The modeled gravity was interpolated from observed gravity values.
 GG0473
 GG0473;                    North         East    Units  Estimated Accuracy
 GG0473;SPC OK N     -   191,209.3     811,068.1     MT  (+/- 3 meters HH1 GPS) 
 GG0473
 GG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6436164852(NAD 83)
 GG0473
 GG0473                          SUPERSEDED SURVEY CONTROL
 GG0473
 GG0473  NGVD 29 (??/??/92)  214.618  (m)          704.13   (f) ADJ UNCH    1 2
 GG0473
 GG0473.Superseded values are not recommended for survey control.
 GG0473
 GG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0473.See file dsdata.pdf to determine how the superseded data were derived.
 GG0473
 GG0473_MARKER: DB = BENCH MARK DISK
 GG0473_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GG0473_SP_SET: BUILDING WALL
 GG0473_STAMPING: 702
 GG0473_MARK LOGO: USGS
 GG0473_PROJECTION: PROJECTING 20 CENTIMETERS
 GG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0473+STABILITY: SURFACE MOTION
 GG0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0473+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2026
 GG0473
 GG0473  HISTORY     - Date     Condition        Report By
 GG0473  HISTORY     - UNK      MONUMENTED       USGS
 GG0473  HISTORY     - 1933     GOOD             CGS
 GG0473  HISTORY     - 20260106 GOOD             OKDOT
 GG0473
 GG0473                          STATION DESCRIPTION
 GG0473
 GG0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0473'AT NOWATA.
 GG0473'AT NOWATA, NOWATA COUNTY, ABOUT 500 FEET WEST OF THE MISSOURI
 GG0473'PACIFIC RAILROAD STATION, AT THE NORTHEAST CORNER OF THE CITY
 GG0473'DRUG STORE BUILDING, AND IN THE THIRD COURSE OF BRICK ABOVE
 GG0473'THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GG0473'STAMPED 702 AND SET VERTICALLY.
 GG0473
 GG0473                          STATION RECOVERY (2026)
 GG0473
 GG0473'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2026 (BRE)
 GG0473'MONUMENT IS IN THE LOYAL LOANS BUILDING.  IT IS APPROXIMATELY 50 FT
 GG0473'(15.2 M) SOUTH OF THE CENTERLINE OF US60.  IT IS APPROXIMATELY 8.5
 GG0473'INCHES (22 CM) ABOVE GROUND.  IT IS APPROXIMATELY 425 FT (129.5 M)
 GG0473'WEST OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0296 ***********************************************************************
 GG0296  DESIGNATION -  706.86
 GG0296  PID         -  GG0296
 GG0296  STATE/COUNTY-  OK/CRAIG
 GG0296  COUNTRY     -  US
 GG0296  USGS QUAD   -  VINITA (2019)
 GG0296
 GG0296                         *CURRENT SURVEY CONTROL
 GG0296  ______________________________________________________________________
 GG0296* NAD 83(1986) POSITION- 36 38 17.7    (N) 095 09 11.9    (W)   HD_HELD2
 GG0296* NAVD 88 ORTHO HEIGHT -   214.693 (meters)      704.37  (feet) ADJUSTED
 GG0296  ______________________________________________________________________
 GG0296  GEOID HEIGHT    -        -29.315 (meters)                     GEOID18
 GG0296  DYNAMIC HEIGHT  -        214.514 (meters)      703.78  (feet) COMP
 GG0296  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 GG0296
 GG0296  VERT ORDER      -  SECOND    CLASS 0
 GG0296
 GG0296.The horizontal coordinates were established by autonomous hand held GPS
 GG0296.observations and have an estimated accuracy of +/- 10 meters.
 GG0296
 GG0296.The orthometric height was determined by differential leveling and
 GG0296.adjusted by the NATIONAL GEODETIC SURVEY
 GG0296.in June 1991.
 GG0296
 GG0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0296.GEOID18 height accuracy estimate available here.
 GG0296
 GG0296.Click photographs - Photos may exist for this station.
 GG0296
 GG0296.The dynamic height is computed by dividing the NAVD 88
 GG0296.geopotential number by the normal gravity value computed on the
 GG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0296.degrees latitude (g = 980.6199 gals.).
 GG0296
 GG0296.The modeled gravity was interpolated from observed gravity values.
 GG0296
 GG0296;                    North         East    Units  Estimated Accuracy
 GG0296;SPC OK N     -   185,505.      854,543.      MT  (+/- 10 meters HH2 GPS)
 GG0296
 GG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0749056902(NAD 83)
 GG0296
 GG0296                          SUPERSEDED SURVEY CONTROL
 GG0296
 GG0296  NGVD 29 (??/??/92)  214.580  (m)          704.00   (f) ADJ UNCH    2 0
 GG0296
 GG0296.Superseded values are not recommended for survey control.
 GG0296
 GG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0296.See file dsdata.pdf to determine how the superseded data were derived.
 GG0296
 GG0296_MARKER: DB = BENCH MARK DISK
 GG0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0296_SP_SET: BUILDING FOUNDATION
 GG0296_STAMPING: 702
 GG0296_MARK LOGO: USGS
 GG0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0296+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0296
 GG0296  HISTORY     - Date     Condition        Report By
 GG0296  HISTORY     - UNK      MONUMENTED       USGS
 GG0296  HISTORY     - 1934     GOOD             CGS
 GG0296  HISTORY     - 20120725 GOOD             GEOCAC
 GG0296
 GG0296                          STATION DESCRIPTION
 GG0296
 GG0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0296'AT VINITA.
 GG0296'SET VERTICAL IN THE EAST FACE OF COBB HOTEL, AT VINITA, IN THE
 GG0296'SECOND STONE FROM THE NORTH END OF THE SECOND COURSE OF FOUNDATION
 GG0296'STONE ABOVE SIDEWALK.  AT THE CORNER OF ILLINOIS AVENUE AND
 GG0296'VANN STREET.
 GG0296
 GG0296                          STATION RECOVERY (2012)
 GG0296
 GG0296'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0422 ***********************************************************************
 GG0422  DESIGNATION -  708
 GG0422  PID         -  GG0422
 GG0422  STATE/COUNTY-  OK/TULSA
 GG0422  COUNTRY     -  US
 GG0422  USGS QUAD   -  TULSA (2019)
 GG0422
 GG0422                         *CURRENT SURVEY CONTROL
 GG0422  ______________________________________________________________________
 GG0422* NAD 83(1986) POSITION- 36 09 18.     (N) 095 59 30.     (W)   SCALED
 GG0422* NAVD 88 ORTHO HEIGHT -   216.792 (meters)      711.26  (feet) ADJUSTED
 GG0422  ______________________________________________________________________
 GG0422  GEOID HEIGHT    -        -28.894 (meters)                     GEOID18
 GG0422  DYNAMIC HEIGHT  -        216.603 (meters)      710.64  (feet) COMP
 GG0422  MODELED GRAVITY -    979,755.9   (mgal)                       NAVD 88
 GG0422
 GG0422  VERT ORDER      -  FIRST     CLASS II
 GG0422
 GG0422.The horizontal coordinates were scaled from a map and have
 GG0422.an estimated accuracy of +/- 6 seconds.
 GG0422
 GG0422.The orthometric height was determined by differential leveling and
 GG0422.adjusted by the NATIONAL GEODETIC SURVEY
 GG0422.in June 1991.
 GG0422
 GG0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0422.GEOID18 height accuracy estimate available here.
 GG0422
 GG0422.Click photographs - Photos may exist for this station.
 GG0422
 GG0422.The dynamic height is computed by dividing the NAVD 88
 GG0422.geopotential number by the normal gravity value computed on the
 GG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0422.degrees latitude (g = 980.6199 gals.).
 GG0422
 GG0422.The modeled gravity was interpolated from observed gravity values.
 GG0422
 GG0422;                    North         East    Units  Estimated Accuracy
 GG0422;SPC OK N     -   130,020.      780,700.      MT  (+/- 180 meters Scaled)
 GG0422
 GG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA308052(NAD 83)
 GG0422
 GG0422                          SUPERSEDED SURVEY CONTROL
 GG0422
 GG0422  NGVD 29 (??/??/92)  216.672  (m)          710.86   (f) ADJ UNCH    1 2
 GG0422
 GG0422.Superseded values are not recommended for survey control.
 GG0422
 GG0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0422.See file dsdata.pdf to determine how the superseded data were derived.
 GG0422
 GG0422_MARKER: DB = BENCH MARK DISK
 GG0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0422_SP_SET: BUILDING WALL
 GG0422_STAMPING: 708
 GG0422_MARK LOGO: USGS
 GG0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0422
 GG0422  HISTORY     - Date     Condition        Report By
 GG0422  HISTORY     - 1911     MONUMENTED       USGS
 GG0422  HISTORY     - 1959     GOOD             CGS
 GG0422  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GG0422  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0422
 GG0422                          STATION DESCRIPTION
 GG0422
 GG0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0422'AT TULSA.
 GG0422'AT TULSA, TULSA COUNTY, AT THE SOUTHEAST CORNER OF THE
 GG0422'INTERSECTION OF FIRST AND MAIN STREETS, IN THE NORTHWEST CORNER
 GG0422'OF THE BUILDING FACING MAIN STREET, AND IN THE SECOND COURSE
 GG0422'OF ROCK ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 GG0422'STANDARD DISK, STAMPED 708 AND SET VERTICALLY.
 GG0422
 GG0422                          STATION RECOVERY (1985)
 GG0422
 GG0422'RECOVERY NOTE BY US POWER SQUADRON 1985
 GG0422'MARK NOT FOUND.
 GG0422
 GG0422                          STATION RECOVERY (1987)
 GG0422
 GG0422'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0094 ***********************************************************************
 EL0094  DESIGNATION -  71
 EL0094  PID         -  EL0094
 EL0094  STATE/COUNTY-  OK/ATOKA
 EL0094  COUNTRY     -  US
 EL0094  USGS QUAD   -  STRINGTOWN (2019)
 EL0094
 EL0094                         *CURRENT SURVEY CONTROL
 EL0094  ______________________________________________________________________
 EL0094* NAD 83(1986) POSITION- 34 26 23.     (N) 096 04 21.     (W)   SCALED
 EL0094* NAVD 88 ORTHO HEIGHT -   178.634 (meters)      586.07  (feet) ADJUSTED
 EL0094  ______________________________________________________________________
 EL0094  GEOID HEIGHT    -        -28.530 (meters)                     GEOID18
 EL0094  DYNAMIC HEIGHT  -        178.450 (meters)      585.46  (feet) COMP
 EL0094  MODELED GRAVITY -    979,602.1   (mgal)                       NAVD 88
 EL0094
 EL0094  VERT ORDER      -  FIRST     CLASS II
 EL0094
 EL0094.The horizontal coordinates were scaled from a map and have
 EL0094.an estimated accuracy of +/- 6 seconds.
 EL0094
 EL0094.The orthometric height was determined by differential leveling and
 EL0094.adjusted by the NATIONAL GEODETIC SURVEY
 EL0094.in June 1991.
 EL0094
 EL0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0094.GEOID18 height accuracy estimate available here.
 EL0094
 EL0094.Click photographs - Photos may exist for this station.
 EL0094
 EL0094.The dynamic height is computed by dividing the NAVD 88
 EL0094.geopotential number by the normal gravity value computed on the
 EL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0094.degrees latitude (g = 980.6199 gals.).
 EL0094
 EL0094.The modeled gravity was interpolated from observed gravity values.
 EL0094
 EL0094;                    North         East    Units  Estimated Accuracy
 EL0094;SPC OK S     -   124,420.      777,130.      MT  (+/- 180 meters Scaled)
 EL0094
 EL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD689148(NAD 83)
 EL0094
 EL0094                          SUPERSEDED SURVEY CONTROL
 EL0094
 EL0094  NGVD 29 (??/??/92)  178.551  (m)          585.80   (f) ADJ UNCH    1 2
 EL0094
 EL0094.Superseded values are not recommended for survey control.
 EL0094
 EL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0094.See file dsdata.pdf to determine how the superseded data were derived.
 EL0094
 EL0094_MARKER: DD = SURVEY DISK
 EL0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0094_SP_SET: BRIDGE ABUTMENT
 EL0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0094
 EL0094  HISTORY     - Date     Condition        Report By
 EL0094  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0094  HISTORY     - 1933     GOOD             CGS
 EL0094  HISTORY     - 1934     GOOD             CGS
 EL0094
 EL0094                          STATION DESCRIPTION
 EL0094
 EL0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0094'4.8 MI N FROM ATOKA.
 EL0094'ON THE M.K.T. R.R. ABOUT 650 FT. NORTH OF MILEPOST 605, A BRONZE
 EL0094'M.K.T. R.R. DISC SET IN THE WEST END OF THE SOUTH CONCRETE
 EL0094'ABUTMENT OF R.R. BRIDGE OVER BOGGY CREEK.
 EL0094
 EL0094                          STATION RECOVERY (1934)
 EL0094
 EL0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0653 ***********************************************************************
 FJ0653  DESIGNATION -  714
 FJ0653  PID         -  FJ0653
 FJ0653  STATE/COUNTY-  OK/CREEK
 FJ0653  COUNTRY     -  US
 FJ0653  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0653
 FJ0653                         *CURRENT SURVEY CONTROL
 FJ0653  ______________________________________________________________________
 FJ0653* NAD 83(1986) POSITION- 35 59 54.75   (N) 096 06 38.03   (W)   HD_HELD1
 FJ0653* NAVD 88 ORTHO HEIGHT -   217.022 (meters)      712.01  (feet) ADJUSTED
 FJ0653  ______________________________________________________________________
 FJ0653  GEOID HEIGHT    -        -28.715 (meters)                     GEOID18
 FJ0653  DYNAMIC HEIGHT  -        216.831 (meters)      711.39  (feet) COMP
 FJ0653  MODELED GRAVITY -    979,748.2   (mgal)                       NAVD 88
 FJ0653
 FJ0653  VERT ORDER      -  FIRST     CLASS II
 FJ0653
 FJ0653.The horizontal coordinates were determined by differentially corrected
 FJ0653.hand held GPS observations or other comparable positioning techniques
 FJ0653.and have an estimated accuracy of +/- 3 meters.
 FJ0653
 FJ0653.The orthometric height was determined by differential leveling and
 FJ0653.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0653.in June 1991.
 FJ0653
 FJ0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0653.GEOID18 height accuracy estimate available here.
 FJ0653
 FJ0653.Click photographs - Photos may exist for this station.
 FJ0653
 FJ0653.The dynamic height is computed by dividing the NAVD 88
 FJ0653.geopotential number by the normal gravity value computed on the
 FJ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0653.degrees latitude (g = 980.6199 gals.).
 FJ0653
 FJ0653.The modeled gravity was interpolated from observed gravity values.
 FJ0653
 FJ0653;                    North         East    Units  Estimated Accuracy
 FJ0653;SPC OK N     -   112,448.4     770,342.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0653
 FJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6045787648(NAD 83)
 FJ0653
 FJ0653                          SUPERSEDED SURVEY CONTROL
 FJ0653
 FJ0653  NGVD 29 (??/??/92)  216.911  (m)          711.65   (f) ADJ UNCH    1 2
 FJ0653
 FJ0653.Superseded values are not recommended for survey control.
 FJ0653
 FJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0653.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0653
 FJ0653_MARKER: DB = BENCH MARK DISK
 FJ0653_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0653_SP_SET: BALUSTRADE
 FJ0653_STAMPING: PRI-TRAV-STA-NO-12 712 1914
 FJ0653_MARK LOGO: USGS
 FJ0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0653+STABILITY: SURFACE MOTION
 FJ0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0653+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ0653
 FJ0653  HISTORY     - Date     Condition        Report By
 FJ0653  HISTORY     - 1914     MONUMENTED       USGS
 FJ0653  HISTORY     - 1933     GOOD             CGS
 FJ0653  HISTORY     - 1970     GOOD
 FJ0653  HISTORY     - 19940331 GOOD             NGS
 FJ0653  HISTORY     - 20031027 GOOD             OKDOT
 FJ0653  HISTORY     - 20130315 GOOD             GEOCAC
 FJ0653  HISTORY     - 20220531 GOOD             OKDOT
 FJ0653
 FJ0653                          STATION DESCRIPTION
 FJ0653
 FJ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0653'AT SAPULPA, CREEK COUNTY, AT THE COURTHOUSE ON DEWEY STREET,
 FJ0653'AND IN THE EAST CONCRETE ORNAMENTAL STONE.  A UNITED STATES
 FJ0653'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 714 1914.
 FJ0653
 FJ0653                          STATION RECOVERY (1970)
 FJ0653
 FJ0653'RECOVERED 1970
 FJ0653'RECOVERED IN GOOD CONDITION.
 FJ0653
 FJ0653                          STATION RECOVERY (1994)
 FJ0653
 FJ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0653'IN SAPULPA, IN THE EAST STONE BALUSTRADE AT THE NORTH ENTRANCE TO THE
 FJ0653'COUNTY COURTHOUSE AT 222 EAST DEWEY AVENUE, 25.1 M (82.3 FT) SOUTH OF
 FJ0653'THE AVENUE CENTERLINE, 2.0 M (6.6 FT) EAST OF THE CENTER OF THE
 FJ0653'ENTRANCE, 0.8 M (2.6 FT) SOUTH OF THE NORTH END OF THE BALUSTRADE,
 FJ0653'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF A SIDEWALK. NOTE--THE ORIGINAL
 FJ0653'DESCRIPTION STATES THE DISK WAS STAMPED 714-1914, BUT IT IS STAMPED
 FJ0653'AS ABOVE.
 FJ0653
 FJ0653                          STATION RECOVERY (2003)
 FJ0653
 FJ0653'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GAK)
 FJ0653'RECOVERED IN GOOD CONDITION.
 FJ0653
 FJ0653                          STATION RECOVERY (2013)
 FJ0653
 FJ0653'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 FJ0653'RECOVERED IN GOOD CONDITION.
 FJ0653
 FJ0653                          STATION RECOVERY (2022)
 FJ0653
 FJ0653'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0653'THE MARK IS TOO CLOSE TO THE COURTHOUSE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0101 ***********************************************************************
 GH0101  DESIGNATION -  719
 GH0101  PID         -  GH0101
 GH0101  STATE/COUNTY-  OK/CREEK
 GH0101  COUNTRY     -  US
 GH0101  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0101
 GH0101                         *CURRENT SURVEY CONTROL
 GH0101  ______________________________________________________________________
 GH0101* NAD 83(1986) POSITION- 36 02 47.     (N) 096 05 50.     (W)   SCALED
 GH0101* NAVD 88 ORTHO HEIGHT -   219.177 (meters)      719.08  (feet) ADJUSTED
 GH0101  ______________________________________________________________________
 GH0101  GEOID HEIGHT    -        -28.730 (meters)                     GEOID18
 GH0101  DYNAMIC HEIGHT  -        218.984 (meters)      718.45  (feet) COMP
 GH0101  MODELED GRAVITY -    979,747.8   (mgal)                       NAVD 88
 GH0101
 GH0101  VERT ORDER      -  FIRST     CLASS II
 GH0101
 GH0101.The horizontal coordinates were scaled from a map and have
 GH0101.an estimated accuracy of +/- 6 seconds.
 GH0101
 GH0101.The orthometric height was determined by differential leveling and
 GH0101.adjusted by the NATIONAL GEODETIC SURVEY
 GH0101.in June 1991.
 GH0101
 GH0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0101.GEOID18 height accuracy estimate available here.
 GH0101
 GH0101.Click photographs - Photos may exist for this station.
 GH0101
 GH0101.The dynamic height is computed by dividing the NAVD 88
 GH0101.geopotential number by the normal gravity value computed on the
 GH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0101.degrees latitude (g = 980.6199 gals.).
 GH0101
 GH0101.The modeled gravity was interpolated from observed gravity values.
 GH0101
 GH0101;                    North         East    Units  Estimated Accuracy
 GH0101;SPC OK N     -   117,780.      771,440.      MT  (+/- 180 meters Scaled)
 GH0101
 GH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE615929(NAD 83)
 GH0101
 GH0101                          SUPERSEDED SURVEY CONTROL
 GH0101
 GH0101  NGVD 29 (??/??/92)  219.065  (m)          718.72   (f) ADJ UNCH    1 2
 GH0101
 GH0101.Superseded values are not recommended for survey control.
 GH0101
 GH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0101.See file dsdata.pdf to determine how the superseded data were derived.
 GH0101
 GH0101_MARKER: P = PIPE CAP
 GH0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0101_STAMPING: OKLA 719 FT 1-26-12
 GH0101_MARK LOGO: USGS
 GH0101_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0101
 GH0101  HISTORY     - Date     Condition        Report By
 GH0101  HISTORY     - 1912     MONUMENTED       USGS
 GH0101  HISTORY     - 1933     GOOD             CGS
 GH0101
 GH0101                          STATION DESCRIPTION
 GH0101
 GH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0101'3 MI N FROM SAPULPA.
 GH0101'ABOUT 3.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0101'FROM THE STATION AT SAPULPA, CREEK COUNTY, AT A ROAD CROSSING,
 GH0101'98 FEET WEST OF THE WEST TRACK, AND 22 FEET NORTH OF THE CENTER
 GH0101'LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GH0101'CAP, STAMPED OKLA. 719 FT. 1-26-12 AND RIVETED ON THE TOP OF
 GH0101'A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0038 ***********************************************************************
 EL0038  DESIGNATION -  722
 EL0038  PID         -  EL0038
 EL0038  STATE/COUNTY-  OK/HUGHES
 EL0038  COUNTRY     -  US
 EL0038  USGS QUAD   -  STUART (2018)
 EL0038
 EL0038                         *CURRENT SURVEY CONTROL
 EL0038  ______________________________________________________________________
 EL0038* NAD 83(1986) POSITION- 34 54 15.     (N) 096 05 53.     (W)   SCALED
 EL0038* NAVD 88 ORTHO HEIGHT -   220.525 (meters)      723.51  (feet) ADJUSTED
 EL0038  ______________________________________________________________________
 EL0038  GEOID HEIGHT    -        -28.778 (meters)                     GEOID18
 EL0038  DYNAMIC HEIGHT  -        220.306 (meters)      722.79  (feet) COMP
 EL0038  MODELED GRAVITY -    979,636.0   (mgal)                       NAVD 88
 EL0038
 EL0038  VERT ORDER      -  SECOND    CLASS 0
 EL0038
 EL0038.The horizontal coordinates were scaled from a map and have
 EL0038.an estimated accuracy of +/- 6 seconds.
 EL0038
 EL0038.The orthometric height was determined by differential leveling and
 EL0038.adjusted by the NATIONAL GEODETIC SURVEY
 EL0038.in June 1991.
 EL0038
 EL0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0038.GEOID18 height accuracy estimate available here.
 EL0038
 EL0038.Click photographs - Photos may exist for this station.
 EL0038
 EL0038.The dynamic height is computed by dividing the NAVD 88
 EL0038.geopotential number by the normal gravity value computed on the
 EL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0038.degrees latitude (g = 980.6199 gals.).
 EL0038
 EL0038.The modeled gravity was interpolated from observed gravity values.
 EL0038
 EL0038;                    North         East    Units  Estimated Accuracy
 EL0038;SPC OK S     -   175,880.      773,810.      MT  (+/- 180 meters Scaled)
 EL0038
 EL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD651662(NAD 83)
 EL0038
 EL0038                          SUPERSEDED SURVEY CONTROL
 EL0038
 EL0038  NGVD 29 (??/??/92)  220.409  (m)          723.13   (f) ADJ UNCH    2 0
 EL0038
 EL0038.Superseded values are not recommended for survey control.
 EL0038
 EL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0038.See file dsdata.pdf to determine how the superseded data were derived.
 EL0038
 EL0038_MARKER: P = PIPE CAP
 EL0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0038_STAMPING: 722
 EL0038_MARK LOGO: USGS
 EL0038_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0038
 EL0038  HISTORY     - Date     Condition        Report By
 EL0038  HISTORY     - UNK      MONUMENTED       USGS
 EL0038  HISTORY     - 1934     GOOD             CGS
 EL0038  HISTORY     - 1969     GOOD             CGS
 EL0038
 EL0038                          STATION DESCRIPTION
 EL0038
 EL0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0038'AT STUART.
 EL0038'AT STUART, HUGHES COUNTY, 160 FEET NORTHEAST OF THE NORTHEAST
 EL0038'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 EL0038'67 FEET NORTH OF A MAIL RACK, 28.8 FEET NORTH OF THE NORTH
 EL0038'TRACK, AND 4.1 FEET NORTH OF A FENCE PARALLELING THE TRACK.  A
 EL0038'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 722 AND
 EL0038'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 EL0038
 EL0038                          STATION RECOVERY (1969)
 EL0038
 EL0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0045 ***********************************************************************
 GH0045  DESIGNATION -  728
 GH0045  PID         -  GH0045
 GH0045  STATE/COUNTY-  OK/OSAGE
 GH0045  COUNTRY     -  US
 GH0045  USGS QUAD   -  WOOLAROC (2018)
 GH0045
 GH0045                         *CURRENT SURVEY CONTROL
 GH0045  ______________________________________________________________________
 GH0045* NAD 83(1986) POSITION- 36 43 40.     (N) 096 04 26.     (W)   SCALED
 GH0045* NAVD 88 ORTHO HEIGHT -   220.920 (meters)      724.80  (feet) ADJUSTED
 GH0045  ______________________________________________________________________
 GH0045  GEOID HEIGHT    -        -28.918 (meters)                     GEOID18
 GH0045  DYNAMIC HEIGHT  -        220.739 (meters)      724.21  (feet) COMP
 GH0045  MODELED GRAVITY -    979,806.1   (mgal)                       NAVD 88
 GH0045
 GH0045  VERT ORDER      -  SECOND    CLASS 0
 GH0045
 GH0045.The horizontal coordinates were scaled from a map and have
 GH0045.an estimated accuracy of +/- 6 seconds.
 GH0045
 GH0045.The orthometric height was determined by differential leveling and
 GH0045.adjusted by the NATIONAL GEODETIC SURVEY
 GH0045.in June 1991.
 GH0045
 GH0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0045.GEOID18 height accuracy estimate available here.
 GH0045
 GH0045.Click photographs - Photos may exist for this station.
 GH0045
 GH0045.The dynamic height is computed by dividing the NAVD 88
 GH0045.geopotential number by the normal gravity value computed on the
 GH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0045.degrees latitude (g = 980.6199 gals.).
 GH0045
 GH0045.The modeled gravity was interpolated from observed gravity values.
 GH0045
 GH0045;                    North         East    Units  Estimated Accuracy
 GH0045;SPC OK N     -   193,410.      772,040.      MT  (+/- 180 meters Scaled)
 GH0045
 GH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF613686(NAD 83)
 GH0045
 GH0045                          SUPERSEDED SURVEY CONTROL
 GH0045
 GH0045  NGVD 29 (??/??/92)  220.802  (m)          724.41   (f) ADJ UNCH    2 0
 GH0045
 GH0045.Superseded values are not recommended for survey control.
 GH0045
 GH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0045.See file dsdata.pdf to determine how the superseded data were derived.
 GH0045
 GH0045_MARKER: P = PIPE CAP
 GH0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0045_STAMPING: 728
 GH0045_MARK LOGO: USGS
 GH0045_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0045
 GH0045  HISTORY     - Date     Condition        Report By
 GH0045  HISTORY     - 1908     MONUMENTED       USGS
 GH0045  HISTORY     - 1934     GOOD             CGS
 GH0045  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0045  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GH0045
 GH0045                          STATION DESCRIPTION
 GH0045
 GH0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0045'6.3 MI SW FROM BARTLESVILLE.
 GH0045'IN OSAGE COUNTY, 6.3 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 GH0045'RAILROAD FROM BARTLESVILLE, WASHINGTON COUNTY, 4 POLES WEST OF
 GH0045'MILEPOST 204, 250 FEET WEST OF THE CENTERLINE OF A CULVERT, 50
 GH0045'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET WEST OF A
 GH0045'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GH0045'728 AND RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 GH0045'15 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED IN 1934, THAT
 GH0045'THIS CAP WAS STAMPED 728 AND 726.2 AS DESCRIBED.
 GH0045
 GH0045                          STATION RECOVERY (1988)
 GH0045
 GH0045'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0045'MARK NOT FOUND.
 GH0045
 GH0045                          STATION RECOVERY (1989)
 GH0045
 GH0045'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0097 ***********************************************************************
 EL0097  DESIGNATION -  73
 EL0097  PID         -  EL0097
 EL0097  STATE/COUNTY-  OK/ATOKA
 EL0097  COUNTRY     -  US
 EL0097  USGS QUAD   -  STRINGTOWN (2019)
 EL0097
 EL0097                         *CURRENT SURVEY CONTROL
 EL0097  ______________________________________________________________________
 EL0097* NAD 83(1986) POSITION- 34 27 32.     (N) 096 03 52.     (W)   SCALED
 EL0097* NAVD 88 ORTHO HEIGHT -   182.378 (meters)      598.35  (feet) ADJUSTED
 EL0097  ______________________________________________________________________
 EL0097  GEOID HEIGHT    -        -28.596 (meters)                     GEOID18
 EL0097  DYNAMIC HEIGHT  -        182.190 (meters)      597.74  (feet) COMP
 EL0097  MODELED GRAVITY -    979,602.6   (mgal)                       NAVD 88
 EL0097
 EL0097  VERT ORDER      -  FIRST     CLASS II
 EL0097
 EL0097.The horizontal coordinates were scaled from a map and have
 EL0097.an estimated accuracy of +/- 6 seconds.
 EL0097
 EL0097.The orthometric height was determined by differential leveling and
 EL0097.adjusted by the NATIONAL GEODETIC SURVEY
 EL0097.in June 1991.
 EL0097
 EL0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0097.GEOID18 height accuracy estimate available here.
 EL0097
 EL0097.Click photographs - Photos may exist for this station.
 EL0097
 EL0097.The dynamic height is computed by dividing the NAVD 88
 EL0097.geopotential number by the normal gravity value computed on the
 EL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0097.degrees latitude (g = 980.6199 gals.).
 EL0097
 EL0097.The modeled gravity was interpolated from observed gravity values.
 EL0097
 EL0097;                    North         East    Units  Estimated Accuracy
 EL0097;SPC OK S     -   126,560.      777,830.      MT  (+/- 180 meters Scaled)
 EL0097
 EL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD696169(NAD 83)
 EL0097
 EL0097                          SUPERSEDED SURVEY CONTROL
 EL0097
 EL0097  NGVD 29 (??/??/92)  182.293  (m)          598.07   (f) ADJ UNCH    1 2
 EL0097
 EL0097.Superseded values are not recommended for survey control.
 EL0097
 EL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0097.See file dsdata.pdf to determine how the superseded data were derived.
 EL0097
 EL0097_MARKER: B = BOLT
 EL0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0097_SP_SET: CULVERT
 EL0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0097
 EL0097  HISTORY     - Date     Condition        Report By
 EL0097  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0097  HISTORY     - 1933     GOOD             CGS
 EL0097  HISTORY     - 1934     GOOD             CGS
 EL0097
 EL0097                          STATION DESCRIPTION
 EL0097
 EL0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0097'0.7 MI S FROM STRINGTOWN.
 EL0097'ON THE M-K-T RAILROAD, A TRACK BOLT SET IN THE SOUTH END OF
 EL0097'THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD
 EL0097'ABOUT 1600 FEET (17 1/2 TELEGRAPH POLES) NORTH OF MILE POLE 604.
 EL0097
 EL0097                          STATION RECOVERY (1934)
 EL0097
 EL0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0099 ***********************************************************************
 EL0099  DESIGNATION -  73 A
 EL0099  PID         -  EL0099
 EL0099  STATE/COUNTY-  OK/ATOKA
 EL0099  COUNTRY     -  US
 EL0099  USGS QUAD   -  STRINGTOWN (2019)
 EL0099
 EL0099                         *CURRENT SURVEY CONTROL
 EL0099  ______________________________________________________________________
 EL0099* NAD 83(1986) POSITION- 34 29 04.     (N) 096 02 53.     (W)   SCALED
 EL0099* NAVD 88 ORTHO HEIGHT -   192.17  (+/-2cm)      630.5   (feet) VERTCON3
 EL0099  ______________________________________________________________________
 EL0099  GEOID HEIGHT    -        -28.714 (meters)                     GEOID18
 EL0099  VERT ORDER      -  ? (See Below)
 EL0099
 EL0099.The horizontal coordinates were scaled from a map and have
 EL0099.an estimated accuracy of +/- 6 seconds.
 EL0099
 EL0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0099
 EL0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0099.GEOID18 height accuracy estimate available here.
 EL0099
 EL0099.The vertical order pertains to the NGVD 29 superseded value.
 EL0099
 EL0099.Click photographs - Photos may exist for this station.
 EL0099
 EL0099;                    North         East    Units  Estimated Accuracy
 EL0099;SPC OK S     -   129,420.      779,280.      MT  (+/- 180 meters Scaled)
 EL0099
 EL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD710198(NAD 83)
 EL0099
 EL0099                          SUPERSEDED SURVEY CONTROL
 EL0099
 EL0099  NGVD 29 (??/??/92)  192.083  (m)          630.19   (f) ADJ UNCH       
 EL0099
 EL0099.Superseded values are not recommended for survey control.
 EL0099
 EL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0099.See file dsdata.pdf to determine how the superseded data were derived.
 EL0099
 EL0099_MARKER: DD = SURVEY DISK
 EL0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0099_SP_SET: CULVERT
 EL0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0099
 EL0099  HISTORY     - Date     Condition        Report By
 EL0099  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0099  HISTORY     - 1933     GOOD             CGS
 EL0099  HISTORY     - 1934     GOOD             MKTRR
 EL0099
 EL0099                          STATION DESCRIPTION
 EL0099
 EL0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0099'1.4 MI N FROM STRINGTOWN.
 EL0099'15 1/2 POLES S. OF MILEPOST 601, ABOUT 500 FEET N. OF SEMAPHORE
 EL0099'601.5, IN S. END OF W. HEADWALL OF CONCRETE CULVERT.
 EL0099
 EL0099                          STATION RECOVERY (1934)
 EL0099
 EL0099'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1934
 EL0099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0273 ***********************************************************************
 EL0273  DESIGNATION -  750.5
 EL0273  PID         -  EL0273
 EL0273  STATE/COUNTY-  OK/PONTOTOC
 EL0273  COUNTRY     -  US
 EL0273  USGS QUAD   -  STONEWALL (2018)
 EL0273
 EL0273                         *CURRENT SURVEY CONTROL
 EL0273  ______________________________________________________________________
 EL0273* NAD 83(1986) POSITION- 34 40 47.     (N) 096 37 02.     (W)   SCALED
 EL0273* NAVD 88 ORTHO HEIGHT -   228.906 (meters)      751.00  (feet) ADJUSTED
 EL0273  ______________________________________________________________________
 EL0273  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 EL0273  DYNAMIC HEIGHT  -        228.684 (meters)      750.27  (feet) COMP
 EL0273  MODELED GRAVITY -    979,658.6   (mgal)                       NAVD 88
 EL0273
 EL0273  VERT ORDER      -  SECOND    CLASS 0
 EL0273
 EL0273.The horizontal coordinates were scaled from a map and have
 EL0273.an estimated accuracy of +/- 6 seconds.
 EL0273
 EL0273.The orthometric height was determined by differential leveling and
 EL0273.adjusted by the NATIONAL GEODETIC SURVEY
 EL0273.in June 1991.
 EL0273
 EL0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0273.GEOID18 height accuracy estimate available here.
 EL0273
 EL0273.Click photographs - Photos may exist for this station.
 EL0273
 EL0273.The dynamic height is computed by dividing the NAVD 88
 EL0273.geopotential number by the normal gravity value computed on the
 EL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0273.degrees latitude (g = 980.6199 gals.).
 EL0273
 EL0273.The modeled gravity was interpolated from observed gravity values.
 EL0273
 EL0273;                    North         East    Units  Estimated Accuracy
 EL0273;SPC OK S     -   150,210.      726,710.      MT  (+/- 180 meters Scaled)
 EL0273
 EL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD182401(NAD 83)
 EL0273
 EL0273                          SUPERSEDED SURVEY CONTROL
 EL0273
 EL0273  NGVD 29 (??/??/92)  228.824  (m)          750.73   (f) ADJ UNCH    2 0
 EL0273
 EL0273.Superseded values are not recommended for survey control.
 EL0273
 EL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0273.See file dsdata.pdf to determine how the superseded data were derived.
 EL0273
 EL0273_MARKER: DB = BENCH MARK DISK
 EL0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0273_STAMPING: 750.5 T 3+2N AND R6+7E
 EL0273_MARK LOGO: USGS
 EL0273_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0273
 EL0273  HISTORY     - Date     Condition        Report By
 EL0273  HISTORY     - UNK      MONUMENTED       USGS
 EL0273  HISTORY     - 1934     GOOD             CGS
 EL0273
 EL0273                          STATION DESCRIPTION
 EL0273
 EL0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0273'3.3 MI NW FROM FRISCO.
 EL0273'3.3 MILES NORTHWEST OF A-T AND SF RR. STATION AT FRISCO.  AT
 EL0273'THE INTERSECTION OF TOWNSHIPS 3 NORTH, AND 2 NORTH, AND RANGES
 EL0273'6 EAST, AND 7 EAST.  0.4 SOUTH OF THE ATCHISON-TOPEKA AND SANTA
 EL0273'FE RAILROAD.  0.2 MILE NORTH OF A BRANCH OF CLEAR BOGGY CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0082 ***********************************************************************
 GH0082  DESIGNATION -  754
 GH0082  PID         -  GH0082
 GH0082  STATE/COUNTY-  OK/PAWNEE
 GH0082  COUNTRY     -  US
 GH0082  USGS QUAD   -  CLEVELAND (2018)
 GH0082
 GH0082                         *CURRENT SURVEY CONTROL
 GH0082  ______________________________________________________________________
 GH0082* NAD 83(1986) POSITION- 36 18 03.     (N) 096 28 46.     (W)   SCALED
 GH0082* NAVD 88 ORTHO HEIGHT -   229.665 (meters)      753.49  (feet) ADJUSTED
 GH0082  ______________________________________________________________________
 GH0082  GEOID HEIGHT    -        -28.356 (meters)                     GEOID18
 GH0082  DYNAMIC HEIGHT  -        229.469 (meters)      752.85  (feet) COMP
 GH0082  MODELED GRAVITY -    979,770.3   (mgal)                       NAVD 88
 GH0082
 GH0082  VERT ORDER      -  SECOND    CLASS 0
 GH0082
 GH0082.The horizontal coordinates were scaled from a map and have
 GH0082.an estimated accuracy of +/- 6 seconds.
 GH0082
 GH0082.The orthometric height was determined by differential leveling and
 GH0082.adjusted by the NATIONAL GEODETIC SURVEY
 GH0082.in June 1991.
 GH0082
 GH0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0082.GEOID18 height accuracy estimate available here.
 GH0082
 GH0082.Click photographs - Photos may exist for this station.
 GH0082
 GH0082.The dynamic height is computed by dividing the NAVD 88
 GH0082.geopotential number by the normal gravity value computed on the
 GH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0082.degrees latitude (g = 980.6199 gals.).
 GH0082
 GH0082.The modeled gravity was interpolated from observed gravity values.
 GH0082
 GH0082;                    North         East    Units  Estimated Accuracy
 GH0082;SPC OK N     -   145,400.      736,560.      MT  (+/- 180 meters Scaled)
 GH0082
 GH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF263202(NAD 83)
 GH0082
 GH0082                          SUPERSEDED SURVEY CONTROL
 GH0082
 GH0082  NGVD 29 (??/??/92)  229.565  (m)          753.16   (f) ADJ UNCH    2 0
 GH0082
 GH0082.Superseded values are not recommended for survey control.
 GH0082
 GH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0082.See file dsdata.pdf to determine how the superseded data were derived.
 GH0082
 GH0082_MARKER: P = PIPE CAP
 GH0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0082_STAMPING: OKLAHOMA 754
 GH0082_MARK LOGO: USGS
 GH0082_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0082
 GH0082  HISTORY     - Date     Condition        Report By
 GH0082  HISTORY     - 1912     MONUMENTED       USGS
 GH0082  HISTORY     - 1934     GOOD             CGS
 GH0082  HISTORY     - 1965     MARK NOT FOUND   USGS
 GH0082
 GH0082                          STATION DESCRIPTION
 GH0082
 GH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0082'0.9 MI SW FROM CLEVELAND.
 GH0082'0.9 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0082'FROM THE STATION AT CLEVELAND, PAWNEE COUNTY, AT HELMICK, 0.5
 GH0082'MILE EAST OF THE JOHNSON OIL REFINING CO., 25 FEET EAST OF A
 GH0082'COUNTY ROAD, 75 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GH0082'AND 8 FEET NORTH OF A POWER POLE.  A UNITED STATES GEOLOGICAL
 GH0082'SURVEY STANDARD CAP, STAMPED OKLAHOMA 754 AND RIVETED ON THE
 GH0082'TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- NEW RR HAS BEEN BUILT
 GH0082'AT SITE OF BM.
 GH0082
 GH0082                          STATION RECOVERY (1965)
 GH0082
 GH0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0596 ***********************************************************************
 EK0596  DESIGNATION -  78 A
 EK0596  PID         -  EK0596
 EK0596  STATE/COUNTY-  OK/ATOKA
 EK0596  COUNTRY     -  US
 EK0596  USGS QUAD   -  KIOWA (2019)
 EK0596
 EK0596                         *CURRENT SURVEY CONTROL
 EK0596  ______________________________________________________________________
 EK0596* NAD 83(1986) POSITION- 34 39 39.     (N) 095 56 04.     (W)   SCALED
 EK0596* NAVD 88 ORTHO HEIGHT -   210.07  (+/-2cm)      689.2   (feet) VERTCON3
 EK0596  ______________________________________________________________________
 EK0596  GEOID HEIGHT    -        -29.372 (meters)                     GEOID18
 EK0596  VERT ORDER      -  ? (See Below)
 EK0596
 EK0596.The horizontal coordinates were scaled from a map and have
 EK0596.an estimated accuracy of +/- 6 seconds.
 EK0596
 EK0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0596
 EK0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0596.GEOID18 height accuracy estimate available here.
 EK0596
 EK0596.The vertical order pertains to the NGVD 29 superseded value.
 EK0596
 EK0596.Click photographs - Photos may exist for this station.
 EK0596
 EK0596;                    North         East    Units  Estimated Accuracy
 EK0596;SPC OK S     -   149,190.      789,310.      MT  (+/- 180 meters Scaled)
 EK0596
 EK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU310393(NAD 83)
 EK0596
 EK0596                          SUPERSEDED SURVEY CONTROL
 EK0596
 EK0596  NGVD 29 (??/??/92)  209.963  (m)          688.85   (f) ADJ UNCH       
 EK0596
 EK0596.Superseded values are not recommended for survey control.
 EK0596
 EK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0596.See file dsdata.pdf to determine how the superseded data were derived.
 EK0596
 EK0596_MARKER: S = SPIKE
 EK0596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0596_SP_SET: CULVERT HEADWALL
 EK0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0596+STABILITY: SURFACE MOTION
 EK0596
 EK0596  HISTORY     - Date     Condition        Report By
 EK0596  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0596  HISTORY     - 1933     GOOD             CGS
 EK0596  HISTORY     - 1934     GOOD             CGS
 EK0596
 EK0596                          STATION DESCRIPTION
 EK0596
 EK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0596'4.2 MI S FROM KIOWA.
 EK0596'4.2 MILES S. OF 5 1/2 POLES S. OF MILEPOST 587, IN S. END OF W.
 EK0596'HEADWALL OF CONCRETE CULVERT.
 EK0596
 EK0596                          STATION RECOVERY (1934)
 EK0596
 EK0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0060 ***********************************************************************
 GH0060  DESIGNATION -  780
 GH0060  PID         -  GH0060
 GH0060  STATE/COUNTY-  OK/PAWNEE
 GH0060  COUNTRY     -  US
 GH0060  USGS QUAD   -  TERLTON (2018)
 GH0060
 GH0060                         *CURRENT SURVEY CONTROL
 GH0060  ______________________________________________________________________
 GH0060* NAD 83(1986) POSITION- 36 11 01.     (N) 096 29 21.     (W)   SCALED
 GH0060* NAVD 88 ORTHO HEIGHT -   237.571 (meters)      779.43  (feet) ADJUSTED
 GH0060  ______________________________________________________________________
 GH0060  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 GH0060  DYNAMIC HEIGHT  -        237.365 (meters)      778.76  (feet) COMP
 GH0060  MODELED GRAVITY -    979,758.1   (mgal)                       NAVD 88
 GH0060
 GH0060  VERT ORDER      -  SECOND    CLASS 0
 GH0060
 GH0060.The horizontal coordinates were scaled from a map and have
 GH0060.an estimated accuracy of +/- 6 seconds.
 GH0060
 GH0060.The orthometric height was determined by differential leveling and
 GH0060.adjusted by the NATIONAL GEODETIC SURVEY
 GH0060.in June 1991.
 GH0060
 GH0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0060.GEOID18 height accuracy estimate available here.
 GH0060
 GH0060.Click photographs - Photos may exist for this station.
 GH0060
 GH0060.The dynamic height is computed by dividing the NAVD 88
 GH0060.geopotential number by the normal gravity value computed on the
 GH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0060.degrees latitude (g = 980.6199 gals.).
 GH0060
 GH0060.The modeled gravity was interpolated from observed gravity values.
 GH0060
 GH0060;                    North         East    Units  Estimated Accuracy
 GH0060;SPC OK N     -   132,380.      735,890.      MT  (+/- 180 meters Scaled)
 GH0060
 GH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF257072(NAD 83)
 GH0060
 GH0060                          SUPERSEDED SURVEY CONTROL
 GH0060
 GH0060  NGVD 29 (??/??/92)  237.464  (m)          779.08   (f) ADJ UNCH    2 0
 GH0060
 GH0060.Superseded values are not recommended for survey control.
 GH0060
 GH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0060.See file dsdata.pdf to determine how the superseded data were derived.
 GH0060
 GH0060_MARKER: P = PIPE CAP
 GH0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0060_STAMPING: OKLA 780 1916
 GH0060_MARK LOGO: USGS
 GH0060_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0060
 GH0060  HISTORY     - Date     Condition        Report By
 GH0060  HISTORY     - 1916     MONUMENTED       USGS
 GH0060  HISTORY     - 1934     GOOD             CGS
 GH0060
 GH0060                          STATION DESCRIPTION
 GH0060
 GH0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0060'6.1 MI W FROM MANNFORD.
 GH0060'IN PAWNEE COUNTY, 6.1 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0060'RAILWAY FROM THE STATION AT MANNFORD, CREEK COUNTY, 175 FEET
 GH0060'WEST OF MILEPOST 455, AT A ROAD CROSSING, 72 FEET WEST OF THE
 GH0060'NORTH-AND-SOUTH PRIVATE ROAD, 60 FEET NORTH OF THE CENTERLINE
 GH0060'OF THE TRACK, AND 6 FEET EAST OF A RIGHT ANGLE IN THE RIGHT-OF-WAY
 GH0060'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 GH0060'OKLA 780 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH PIPE SET IN
 GH0060'CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0093 ***********************************************************************
 GH0093  DESIGNATION -  784
 GH0093  PID         -  GH0093
 GH0093  STATE/COUNTY-  OK/OSAGE
 GH0093  COUNTRY     -  US
 GH0093  USGS QUAD   -  HOMINY (2018)
 GH0093
 GH0093                         *CURRENT SURVEY CONTROL
 GH0093  ______________________________________________________________________
 GH0093* NAD 83(1986) POSITION- 36 24 19.     (N) 096 23 39.     (W)   SCALED
 GH0093* NAVD 88 ORTHO HEIGHT -   238.799 (meters)      783.46  (feet) ADJUSTED
 GH0093  ______________________________________________________________________
 GH0093  GEOID HEIGHT    -        -28.316 (meters)                     GEOID18
 GH0093  DYNAMIC HEIGHT  -        238.599 (meters)      782.80  (feet) COMP
 GH0093  MODELED GRAVITY -    979,788.2   (mgal)                       NAVD 88
 GH0093
 GH0093  VERT ORDER      -  SECOND    CLASS 0
 GH0093
 GH0093.The horizontal coordinates were scaled from a map and have
 GH0093.an estimated accuracy of +/- 6 seconds.
 GH0093
 GH0093.The orthometric height was determined by differential leveling and
 GH0093.adjusted by the NATIONAL GEODETIC SURVEY
 GH0093.in June 1991.
 GH0093
 GH0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0093.GEOID18 height accuracy estimate available here.
 GH0093
 GH0093.Click photographs - Photos may exist for this station.
 GH0093
 GH0093.The dynamic height is computed by dividing the NAVD 88
 GH0093.geopotential number by the normal gravity value computed on the
 GH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0093.degrees latitude (g = 980.6199 gals.).
 GH0093
 GH0093.The modeled gravity was interpolated from observed gravity values.
 GH0093
 GH0093;                    North         East    Units  Estimated Accuracy
 GH0093;SPC OK N     -   157,110.      744,030.      MT  (+/- 180 meters Scaled)
 GH0093
 GH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF336320(NAD 83)
 GH0093
 GH0093                          SUPERSEDED SURVEY CONTROL
 GH0093
 GH0093  NGVD 29 (??/??/92)  238.700  (m)          783.13   (f) ADJ UNCH    2 0
 GH0093
 GH0093.Superseded values are not recommended for survey control.
 GH0093
 GH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0093.See file dsdata.pdf to determine how the superseded data were derived.
 GH0093
 GH0093_MARKER: P = PIPE CAP
 GH0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0093_STAMPING: OKLA 784
 GH0093_MARK LOGO: USGS
 GH0093_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0093
 GH0093  HISTORY     - Date     Condition        Report By
 GH0093  HISTORY     - 1912     MONUMENTED       USGS
 GH0093  HISTORY     - 1934     GOOD             CGS
 GH0093  HISTORY     - 1965     POOR             USGS
 GH0093
 GH0093                          STATION DESCRIPTION
 GH0093
 GH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0093'0.6 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0093'THE STATION AT HOMINY, OSAGE COUNTY, 0.3 MILE NORTH OF MILEPOST
 GH0093'237, AT A CURVE ON STATE HIGHWAY 48, 70 FEET NORTH OF THE CENTERLINE
 GH0093'OF THE EAST-AND-WEST PORTION, 45 FEET WEST OF THE CENTERLINE
 GH0093'OF THE NORTH-AND-SOUTH PORTION, 150 FEET EAST OF THE CENTERLINE
 GH0093'OF THE TRACK, AND IN LINE WITH A FENCE.  A UNITED STATES
 GH0093'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OKLA. 784 AND RIVETED
 GH0093'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- POST IS LEANING
 GH0093'SLIGHTLY.  CAP HAS BEEN HIT REPEATEDLY AND IS BADLY SCARRED.
 GH0093
 GH0093                          STATION RECOVERY (1965)
 GH0093
 GH0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0093'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0597 ***********************************************************************
 EK0597  DESIGNATION -  79
 EK0597  PID         -  EK0597
 EK0597  STATE/COUNTY-  OK/ATOKA
 EK0597  COUNTRY     -  US
 EK0597  USGS QUAD   -  KIOWA (2019)
 EK0597
 EK0597                         *CURRENT SURVEY CONTROL
 EK0597  ______________________________________________________________________
 EK0597* NAD 83(1986) POSITION- 34 39 59.     (N) 095 55 56.     (W)   SCALED
 EK0597* NAVD 88 ORTHO HEIGHT -   211.140 (meters)      692.72  (feet) ADJUSTED
 EK0597  ______________________________________________________________________
 EK0597  GEOID HEIGHT    -        -29.385 (meters)                     GEOID18
 EK0597  DYNAMIC HEIGHT  -        210.923 (meters)      692.00  (feet) COMP
 EK0597  MODELED GRAVITY -    979,604.6   (mgal)                       NAVD 88
 EK0597
 EK0597  VERT ORDER      -  FIRST     CLASS II
 EK0597
 EK0597.The horizontal coordinates were scaled from a map and have
 EK0597.an estimated accuracy of +/- 6 seconds.
 EK0597
 EK0597.The orthometric height was determined by differential leveling and
 EK0597.adjusted by the NATIONAL GEODETIC SURVEY
 EK0597.in June 1991.
 EK0597
 EK0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0597.GEOID18 height accuracy estimate available here.
 EK0597
 EK0597.Click photographs - Photos may exist for this station.
 EK0597
 EK0597.The dynamic height is computed by dividing the NAVD 88
 EK0597.geopotential number by the normal gravity value computed on the
 EK0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0597.degrees latitude (g = 980.6199 gals.).
 EK0597
 EK0597.The modeled gravity was interpolated from observed gravity values.
 EK0597
 EK0597;                    North         East    Units  Estimated Accuracy
 EK0597;SPC OK S     -   149,810.      789,500.      MT  (+/- 180 meters Scaled)
 EK0597
 EK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU313399(NAD 83)
 EK0597
 EK0597                          SUPERSEDED SURVEY CONTROL
 EK0597
 EK0597  NGVD 29 (??/??/92)  211.034  (m)          692.37   (f) ADJ UNCH    1 2
 EK0597
 EK0597.Superseded values are not recommended for survey control.
 EK0597
 EK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0597.See file dsdata.pdf to determine how the superseded data were derived.
 EK0597
 EK0597_MARKER: B = BOLT
 EK0597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0597_SP_SET: CULVERT HEADWALL
 EK0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0597+STABILITY: SURFACE MOTION
 EK0597
 EK0597  HISTORY     - Date     Condition        Report By
 EK0597  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0597  HISTORY     - 1934     GOOD             CGS
 EK0597
 EK0597                          STATION DESCRIPTION
 EK0597
 EK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0597'3.9 MI S FROM KIOWA.
 EK0597'IN ATOKA COUNTY, ABOUT 3.9 MILES S ALONG THE M.K.T. RR. FROM
 EK0597'KIOWA, PITTSBURG COUNTY, ABOUT 400 FT. NORTH OF MILEPOST 587.
 EK0597'ABOUT 180 FT. N OF XING OF A DIRT ROAD AND IN THE TOP OF THE
 EK0597'S END OF THE W HEADWALL OF A CONCRETE CULVERT.  THE TOP OF A
 EK0597'BOLT SET IN CONC. OF RR CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0142 ***********************************************************************
 GH0142  DESIGNATION -  793
 GH0142  PID         -  GH0142
 GH0142  STATE/COUNTY-  OK/PAYNE
 GH0142  COUNTRY     -  US
 GH0142  USGS QUAD   -  YALE (2018)
 GH0142
 GH0142                         *CURRENT SURVEY CONTROL
 GH0142  ______________________________________________________________________
 GH0142* NAD 83(1986) POSITION- 36 06 02.     (N) 096 42 09.     (W)   SCALED
 GH0142* NAVD 88 ORTHO HEIGHT -   241.631 (meters)      792.75  (feet) ADJUSTED
 GH0142  ______________________________________________________________________
 GH0142  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GH0142  DYNAMIC HEIGHT  -        241.417 (meters)      792.05  (feet) COMP
 GH0142  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 GH0142
 GH0142  VERT ORDER      -  SECOND    CLASS 0
 GH0142
 GH0142.The horizontal coordinates were scaled from a map and have
 GH0142.an estimated accuracy of +/- 6 seconds.
 GH0142
 GH0142.The orthometric height was determined by differential leveling and
 GH0142.adjusted by the NATIONAL GEODETIC SURVEY
 GH0142.in June 1991.
 GH0142
 GH0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0142.GEOID18 height accuracy estimate available here.
 GH0142
 GH0142.Click photographs - Photos may exist for this station.
 GH0142
 GH0142.The dynamic height is computed by dividing the NAVD 88
 GH0142.geopotential number by the normal gravity value computed on the
 GH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0142.degrees latitude (g = 980.6199 gals.).
 GH0142
 GH0142.The modeled gravity was interpolated from observed gravity values.
 GH0142
 GH0142;                    North         East    Units  Estimated Accuracy
 GH0142;SPC OK N     -   122,890.      716,830.      MT  (+/- 180 meters Scaled)
 GH0142
 GH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE068975(NAD 83)
 GH0142
 GH0142                          SUPERSEDED SURVEY CONTROL
 GH0142
 GH0142  NGVD 29 (??/??/92)  241.536  (m)          792.44   (f) ADJ UNCH    2 0
 GH0142
 GH0142.Superseded values are not recommended for survey control.
 GH0142
 GH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0142.See file dsdata.pdf to determine how the superseded data were derived.
 GH0142
 GH0142_MARKER: P = PIPE CAP
 GH0142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0142_STAMPING: 793 OKLA 1916
 GH0142_MARK LOGO: USGS
 GH0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0142
 GH0142  HISTORY     - Date     Condition        Report By
 GH0142  HISTORY     - 1916     MONUMENTED       USGS
 GH0142  HISTORY     - 1934     GOOD             CGS
 GH0142
 GH0142                          STATION DESCRIPTION
 GH0142
 GH0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0142'0.8 MI S FROM YALE.
 GH0142'0.8 MILES SOUTH OF AT AND SF RR DEPOT, AT YALE 82 FEET SOUTH
 GH0142'OF SMALL GREY MACHINE SHOP.  39 FEET SOUTH OF EAST AND WEST
 GH0142'SECTION LINE ROAD.  75 FEET EAST OF THE CENTERLINE OF ATCHISON
 GH0142'TOPEKA AND SANTA FE RAILROAD.  75 FEET WEST OF THE CENTERLINE
 GH0142'OF MISSOURI KANSAS AND TEXAS RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0507 ***********************************************************************
 EM0507  DESIGNATION -  8
 EM0507  PID         -  EM0507
 EM0507  STATE/COUNTY-  OK/GREER
 EM0507  COUNTRY     -  US
 EM0507  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0507
 EM0507                         *CURRENT SURVEY CONTROL
 EM0507  ______________________________________________________________________
 EM0507* NAD 83(1986) POSITION- 34 48 44.     (N) 099 35 24.     (W)   SCALED
 EM0507* NAVD 88 ORTHO HEIGHT -   513.962 (meters)     1686.22  (feet) ADJUSTED
 EM0507  ______________________________________________________________________
 EM0507  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 EM0507  DYNAMIC HEIGHT  -        513.411 (meters)     1684.42  (feet) COMP
 EM0507  MODELED GRAVITY -    979,546.7   (mgal)                       NAVD 88
 EM0507
 EM0507  VERT ORDER      -  SECOND    CLASS 0
 EM0507
 EM0507.The horizontal coordinates were scaled from a map and have
 EM0507.an estimated accuracy of +/- 6 seconds.
 EM0507
 EM0507.The orthometric height was determined by differential leveling and
 EM0507.adjusted by the NATIONAL GEODETIC SURVEY
 EM0507.in June 1991.
 EM0507
 EM0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0507.GEOID18 height accuracy estimate available here.
 EM0507
 EM0507.Click photographs - Photos may exist for this station.
 EM0507
 EM0507.The dynamic height is computed by dividing the NAVD 88
 EM0507.geopotential number by the normal gravity value computed on the
 EM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0507.degrees latitude (g = 980.6199 gals.).
 EM0507
 EM0507.The modeled gravity was interpolated from observed gravity values.
 EM0507
 EM0507;                    North         East    Units  Estimated Accuracy
 EM0507;SPC OK S     -   165,190.      454,540.      MT  (+/- 180 meters Scaled)
 EM0507
 EM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD460523(NAD 83)
 EM0507
 EM0507                          SUPERSEDED SURVEY CONTROL
 EM0507
 EM0507  NGVD 29 (??/??/92)  513.752  (m)         1685.53   (f) ADJ UNCH    2 0
 EM0507
 EM0507.Superseded values are not recommended for survey control.
 EM0507
 EM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0507.See file dsdata.pdf to determine how the superseded data were derived.
 EM0507
 EM0507_MARKER: DD = SURVEY DISK
 EM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0507_MARK LOGO: USACE
 EM0507_PROJECTION: FLUSH
 EM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0507+STABILITY: SURFACE MOTION
 EM0507
 EM0507  HISTORY     - Date     Condition        Report By
 EM0507  HISTORY     - UNK      MONUMENTED       USACE
 EM0507  HISTORY     - 1961     GOOD             CGS
 EM0507
 EM0507                          STATION DESCRIPTION
 EM0507
 EM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0507'7.8 MI SW FROM MANGUM.
 EM0507'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0507'MANGUM, THENCE 2.65 MILES WEST ALONG OILED ROAD, THE MARK IS LOCATED
 EM0507'IN THE NORTHEAST ANGLE OF THE SERVICE ROAD INTO THE SITE, 40 FEET
 EM0507'NORTH OF THE CENTER OF THE ROAD, 6 FEET SOUTH OF THE FENCE, SET IN THE
 EM0507'TOP OF A CONCRETE POST THAT IS FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0521 ***********************************************************************
 GH0521  DESIGNATION -  8 B 10 TT
 GH0521  PID         -  GH0521
 GH0521  STATE/COUNTY-  OK/GRANT
 GH0521  COUNTRY     -  US
 GH0521  USGS QUAD   -  WAKITA (2018)
 GH0521
 GH0521                         *CURRENT SURVEY CONTROL
 GH0521  ______________________________________________________________________
 GH0521* NAD 83(1986) POSITION- 36 53 00.     (N) 097 55 32.     (W)   SCALED
 GH0521* NAVD 88 ORTHO HEIGHT -   357.759 (meters)     1173.75  (feet) ADJUSTED
 GH0521  ______________________________________________________________________
 GH0521  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 GH0521  DYNAMIC HEIGHT  -        357.464 (meters)     1172.78  (feet) COMP
 GH0521  MODELED GRAVITY -    979,796.1   (mgal)                       NAVD 88
 GH0521
 GH0521  VERT ORDER      -  FIRST     CLASS II
 GH0521
 GH0521.The horizontal coordinates were scaled from a map and have
 GH0521.an estimated accuracy of +/- 6 seconds.
 GH0521
 GH0521.The orthometric height was determined by differential leveling and
 GH0521.adjusted by the NATIONAL GEODETIC SURVEY
 GH0521.in June 1991.
 GH0521
 GH0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0521.GEOID18 height accuracy estimate available here.
 GH0521
 GH0521.Click photographs - Photos may exist for this station.
 GH0521
 GH0521.The dynamic height is computed by dividing the NAVD 88
 GH0521.geopotential number by the normal gravity value computed on the
 GH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0521.degrees latitude (g = 980.6199 gals.).
 GH0521
 GH0521.The modeled gravity was interpolated from observed gravity values.
 GH0521
 GH0521;                    North         East    Units  Estimated Accuracy
 GH0521;SPC OK N     -   208,970.      606,640.      MT  (+/- 180 meters Scaled)
 GH0521
 GH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF957824(NAD 83)
 GH0521
 GH0521                          SUPERSEDED SURVEY CONTROL
 GH0521
 GH0521  NGVD 29 (??/??/92)  357.648  (m)         1173.38   (f) ADJ UNCH    1 2
 GH0521
 GH0521.Superseded values are not recommended for survey control.
 GH0521
 GH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0521.See file dsdata.pdf to determine how the superseded data were derived.
 GH0521
 GH0521_MARKER: DD = SURVEY DISK
 GH0521_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0521_STAMPING: 8 B 10 TT 1934
 GH0521_MARK LOGO: CGS+SS
 GH0521_PROJECTION: RECESSED 9 CENTIMETERS
 GH0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0521
 GH0521  HISTORY     - Date     Condition        Report By
 GH0521  HISTORY     - 1934     MONUMENTED       OKGS
 GH0521  HISTORY     - 1953     GOOD             CGS
 GH0521  HISTORY     - 1966     MARK NOT FOUND   USGS
 GH0521
 GH0521                          STATION DESCRIPTION
 GH0521
 GH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0521'AT WAKITA.
 GH0521'AT WAKITA, 2 1/2 BLOCKS WEST OF THE CITIZENS BANK, 1/2 BLOCK
 GH0521'WEST OF THE FIRST BAPTIST CHURCH, 71 FEET SOUTHEAST OF THE
 GH0521'SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 166 FEET WEST OF THE
 GH0521'CENTER LINE OF A NORTH AND SOUTH STREET, 30 FEET NORTH OF THE
 GH0521'CENTER LINE OF MAIN STREET, 1.8 FEET WEST OF A WITNESS POST,
 GH0521'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.3 FOOT BELOW THE
 GH0521'TOP OF THE GROUND.
 GH0521
 GH0521                          STATION RECOVERY (1966)
 GH0521
 GH0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GH0521'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0867 ***********************************************************************
 GH0867  DESIGNATION -  8 B 7
 GH0867  PID         -  GH0867
 GH0867  STATE/COUNTY-  OK/GRANT
 GH0867  COUNTRY     -  US
 GH0867  USGS QUAD   -  WAKITA (2018)
 GH0867
 GH0867                         *CURRENT SURVEY CONTROL
 GH0867  ______________________________________________________________________
 GH0867* NAD 83(1997) POSITION- 36 53 01.47029(N) 097 52 30.87482(W)   ADJUSTED
 GH0867* NAVD 88 ORTHO HEIGHT -   346.11  (+/-2cm)     1135.5   (feet) VERTCON3
 GH0867  ______________________________________________________________________
 GH0867  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 GH0867  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 GH0867  HORZ ORDER      -  SECOND
 GH0867  VERT ORDER      -  THIRD ? (See Below)
 GH0867
 GH0867.The horizontal coordinates were established by classical geodetic methods
 GH0867.and adjusted by the National Geodetic Survey in October 1998.
 GH0867
 GH0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0867
 GH0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0867.GEOID18 height accuracy estimate available here.
 GH0867
 GH0867.The vertical order pertains to the NGVD 29 superseded value.
 GH0867
 GH0867.Click photographs - Photos may exist for this station.
 GH0867
 GH0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0867
 GH0867. The following values were computed from the NAD 83(1997) position.
 GH0867
 GH0867;                    North         East     Units Scale Factor Converg.
 GH0867;SPC OK N     -   209,022.825   611,121.970   MT  1.00002346   +0 04 25.0
 GH0867;SPC OK N     -   685,769.05  2,004,989.33   sFT  1.00002346   +0 04 25.0
 GH0867;UTM  14      - 4,082,566.103   600,230.429   MT  0.99972376   +0 40 30.5
 GH0867
 GH0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0867!SPC OK N     -   0.99995009  x   1.00002346  =   0.99997355
 GH0867!UTM  14      -   0.99995009  x   0.99972376  =   0.99967386
 GH0867
 GH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0023082566(NAD 83)
 GH0867
 GH0867                          SUPERSEDED SURVEY CONTROL
 GH0867
 GH0867  NAD 83(1993)-  36 53 01.47218(N)    097 52 30.87684(W) AD(       ) 2
 GH0867  NAD 83(1986)-  36 53 01.47705(N)    097 52 30.86662(W) AD(       ) 2
 GH0867  NAD 27      -  36 53 01.38601(N)    097 52 29.65878(W) AD(       ) 2
 GH0867  NGVD 29             346.00   (m)         1135.2    (f) LEVELING    3  
 GH0867
 GH0867.Superseded values are not recommended for survey control.
 GH0867
 GH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0867.See file dsdata.pdf to determine how the superseded data were derived.
 GH0867
 GH0867_MARKER: DD = SURVEY DISK
 GH0867_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0867_STAMPING: 8 B 7 TT 1934
 GH0867_MARK LOGO: CGS+SS
 GH0867_PROJECTION: PROJECTING 25 CENTIMETERS
 GH0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0867
 GH0867  HISTORY     - Date     Condition        Report By
 GH0867  HISTORY     - 1934     MONUMENTED       OKGS
 GH0867  HISTORY     - 1958     GOOD             OKGS
 GH0867
 GH0867                          STATION DESCRIPTION
 GH0867
 GH0867'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1958 (OSR)
 GH0867'2-1/2 MILES EAST OF WAKITA, IN THE NORTHEAST ANGLE OF A
 GH0867'CROSSROADS.  IT IS 38 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 GH0867'ROAD, 38 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 3
 GH0867'FEET WEST OF A POWERLINE GUY POLE.
 GH0867'
 GH0867'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WAKITA,
 GH0867'DISTANCE BEING (150.63 FT) 45.911 METERS NORTHEAST OF THE
 GH0867'STATION.  THE MARK IS A BRONZE DISK, STAMPED 8 B 7-TT 1934,
 GH0867'SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0519 ***********************************************************************
 GH0519  DESIGNATION -  8 B 9 TT
 GH0519  PID         -  GH0519
 GH0519  STATE/COUNTY-  OK/GRANT
 GH0519  COUNTRY     -  US
 GH0519  USGS QUAD   -  WAKITA (2018)
 GH0519
 GH0519                         *CURRENT SURVEY CONTROL
 GH0519  ______________________________________________________________________
 GH0519* NAD 83(1986) POSITION- 36 52 59.     (N) 097 55 08.     (W)   SCALED
 GH0519* NAVD 88 ORTHO HEIGHT -   359.543 (meters)     1179.60  (feet) ADJUSTED
 GH0519  ______________________________________________________________________
 GH0519  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 GH0519  DYNAMIC HEIGHT  -        359.246 (meters)     1178.63  (feet) COMP
 GH0519  MODELED GRAVITY -    979,795.3   (mgal)                       NAVD 88
 GH0519
 GH0519  VERT ORDER      -  FIRST     CLASS II
 GH0519
 GH0519.The horizontal coordinates were scaled from a map and have
 GH0519.an estimated accuracy of +/- 6 seconds.
 GH0519
 GH0519.The orthometric height was determined by differential leveling and
 GH0519.adjusted by the NATIONAL GEODETIC SURVEY
 GH0519.in June 1991.
 GH0519
 GH0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0519.GEOID18 height accuracy estimate available here.
 GH0519
 GH0519.Click photographs - Photos may exist for this station.
 GH0519
 GH0519.The dynamic height is computed by dividing the NAVD 88
 GH0519.geopotential number by the normal gravity value computed on the
 GH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0519.degrees latitude (g = 980.6199 gals.).
 GH0519
 GH0519.The modeled gravity was interpolated from observed gravity values.
 GH0519
 GH0519;                    North         East    Units  Estimated Accuracy
 GH0519;SPC OK N     -   208,940.      607,230.      MT  (+/- 180 meters Scaled)
 GH0519
 GH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF963824(NAD 83)
 GH0519
 GH0519                          SUPERSEDED SURVEY CONTROL
 GH0519
 GH0519  NGVD 29 (??/??/92)  359.432  (m)         1179.24   (f) ADJ UNCH    1 2
 GH0519
 GH0519.Superseded values are not recommended for survey control.
 GH0519
 GH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0519.See file dsdata.pdf to determine how the superseded data were derived.
 GH0519
 GH0519_MARKER: DD = SURVEY DISK
 GH0519_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0519_STAMPING: 8 B 9 TT 1934
 GH0519_MARK LOGO: CGS+SS
 GH0519_PROJECTION: PROJECTING 3 CENTIMETERS
 GH0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0519
 GH0519  HISTORY     - Date     Condition        Report By
 GH0519  HISTORY     - 1934     MONUMENTED       OKGS
 GH0519  HISTORY     - 1953     GOOD             CGS
 GH0519  HISTORY     - 1985     GOOD             NGS
 GH0519
 GH0519                          STATION DESCRIPTION
 GH0519
 GH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0519'AT WAKITA.
 GH0519'AT WAKITA, 2 BLOCKS EAST OF THE CITIZENS BANK, 162 FEET EAST OF
 GH0519'THE CENTER LINE OF A NORTH AND SOUTH STREET, 32 FEET SOUTH OF THE
 GH0519'CENTER LINE OF MAIN STREET, 0.1 MILE WEST OF THE ATCHISON,
 GH0519'TOPEKA AND SANTA FE RAILROAD, 4.5 FEET NORTH OF THE NORTH EDGE
 GH0519'OF A SIDEWALK, AT THE EAST EDGE OF AN EVERGREEN HEDGE, SET
 GH0519'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 GH0519'GROUND.
 GH0519
 GH0519                          STATION RECOVERY (1985)
 GH0519
 GH0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0519'RECOVERED IN GOOD CONDITION.  BENCH MARK IS NOW UNDER A THICK SPRUCE
 GH0519'TREE, NOT ACCESSIBLE FOR LEVELS.  NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0216 ***********************************************************************
 GJ0216  DESIGNATION -  8 C 60
 GJ0216  PID         -  GJ0216
 GJ0216  STATE/COUNTY-  OK/WOODS
 GJ0216  COUNTRY     -  US
 GJ0216  USGS QUAD   -  EDITH (2018)
 GJ0216
 GJ0216                         *CURRENT SURVEY CONTROL
 GJ0216  ______________________________________________________________________
 GJ0216* NAD 83(1986) POSITION- 36 50 28.31   (N) 099 14 40.16   (W)   HD_HELD1
 GJ0216* NAVD 88 ORTHO HEIGHT -   564.883 (meters)     1853.29  (feet) ADJUSTED
 GJ0216  ______________________________________________________________________
 GJ0216  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 GJ0216  DYNAMIC HEIGHT  -        564.368 (meters)     1851.60  (feet) COMP
 GJ0216  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 GJ0216
 GJ0216  VERT ORDER      -  SECOND    CLASS 0
 GJ0216
 GJ0216.The horizontal coordinates were determined by differentially corrected
 GJ0216.hand held GPS observations or other comparable positioning techniques
 GJ0216.and have an estimated accuracy of +/- 3 meters.
 GJ0216
 GJ0216.The orthometric height was determined by differential leveling and
 GJ0216.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0216.in June 1991.
 GJ0216
 GJ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0216.GEOID18 height accuracy estimate available here.
 GJ0216
 GJ0216.Click photographs - Photos may exist for this station.
 GJ0216
 GJ0216.The dynamic height is computed by dividing the NAVD 88
 GJ0216.geopotential number by the normal gravity value computed on the
 GJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0216.degrees latitude (g = 980.6199 gals.).
 GJ0216
 GJ0216.The modeled gravity was interpolated from observed gravity values.
 GJ0216
 GJ0216;                    North         East    Units  Estimated Accuracy
 GJ0216;SPC OK N     -   205,005.6     488,997.5     MT  (+/- 3 meters HH1 GPS) 
 GJ0216
 GJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7820177283(NAD 83)
 GJ0216
 GJ0216                          SUPERSEDED SURVEY CONTROL
 GJ0216
 GJ0216  NGVD 29 (??/??/92)  564.637  (m)         1852.48   (f) ADJ UNCH    2 0
 GJ0216
 GJ0216.Superseded values are not recommended for survey control.
 GJ0216
 GJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0216.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0216
 GJ0216_MARKER: DD = SURVEY DISK
 GJ0216_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0216_STAMPING: 8 C 60 TT 1934
 GJ0216_MARK LOGO: CGS+SS
 GJ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0216
 GJ0216  HISTORY     - Date     Condition        Report By
 GJ0216  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0216  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0216
 GJ0216                          STATION DESCRIPTION
 GJ0216
 GJ0216'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0216'11.3 MI NW FROM FREEDOM.
 GJ0216'11.3 MILES NORTHWEST OF FREEDOM A.T. AND SF. RR. STATION 250
 GJ0216'FEET WEST OF SERVICE STATION, 45 FEET NORTH OF CENTER LINE
 GJ0216'OF HIGHWAYS 50 AND 64, 5 FEET SOUTH OF FENCE LINE, U.S. COAST
 GJ0216'AND GEODETIC SURVEY AND STATE SURVEY MARK.
 GJ0216
 GJ0216                          STATION RECOVERY (1970)
 GJ0216
 GJ0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0076 ***********************************************************************
 GJ0076  DESIGNATION -  8 D 44
 GJ0076  PID         -  GJ0076
 GJ0076  STATE/COUNTY-  OK/MAJOR
 GJ0076  COUNTRY     -  US
 GJ0076  USGS QUAD   -  FAIRVIEW (2018)
 GJ0076
 GJ0076                         *CURRENT SURVEY CONTROL
 GJ0076  ______________________________________________________________________
 GJ0076* NAD 83(1986) POSITION- 36 21 26.93   (N) 098 28 32.44   (W)   HD_HELD1
 GJ0076* NAVD 88 ORTHO HEIGHT -   379.299 (meters)     1244.42  (feet) ADJUSTED
 GJ0076  ______________________________________________________________________
 GJ0076  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 GJ0076  DYNAMIC HEIGHT  -        378.961 (meters)     1243.31  (feet) COMP
 GJ0076  MODELED GRAVITY -    979,729.9   (mgal)                       NAVD 88
 GJ0076
 GJ0076  VERT ORDER      -  SECOND    CLASS 0
 GJ0076
 GJ0076.The horizontal coordinates were determined by differentially corrected
 GJ0076.hand held GPS observations or other comparable positioning techniques
 GJ0076.and have an estimated accuracy of +/- 3 meters.
 GJ0076
 GJ0076.The orthometric height was determined by differential leveling and
 GJ0076.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0076.in June 1991.
 GJ0076
 GJ0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0076.GEOID18 height accuracy estimate available here.
 GJ0076
 GJ0076.Click photographs - Photos may exist for this station.
 GJ0076
 GJ0076.The dynamic height is computed by dividing the NAVD 88
 GJ0076.geopotential number by the normal gravity value computed on the
 GJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0076.degrees latitude (g = 980.6199 gals.).
 GJ0076
 GJ0076.The modeled gravity was interpolated from observed gravity values.
 GJ0076
 GJ0076;                    North         East    Units  Estimated Accuracy
 GJ0076;SPC OK N     -   150,721.9     557,307.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0076
 GJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4704123727(NAD 83)
 GJ0076
 GJ0076                          SUPERSEDED SURVEY CONTROL
 GJ0076
 GJ0076  NGVD 29 (??/??/92)  379.136  (m)         1243.88   (f) ADJ UNCH    2 0
 GJ0076
 GJ0076.Superseded values are not recommended for survey control.
 GJ0076
 GJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0076.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0076
 GJ0076_MARKER: DD = SURVEY DISK
 GJ0076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0076_STAMPING: 8 D 44 TT 1934
 GJ0076_MARK LOGO: CGS+SS
 GJ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0076
 GJ0076  HISTORY     - Date     Condition        Report By
 GJ0076  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0076  HISTORY     - 1935     GOOD             CGS
 GJ0076  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GJ0076
 GJ0076                          STATION DESCRIPTION
 GJ0076
 GJ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0076'AT ORIENTA.
 GJ0076'AT ORIENTA 0.1 MILE SOUTH OF ATCHISON TOPEKA AND SANTA FE STATION
 GJ0076'AT ORIENTA, 75 FEET EAST OF NEAREST RAIL OF TRACK, 48 FEET WEST
 GJ0076'OF CENTER LINE OF U.S. HIGHWAY 60, 45 FEET NORTHWEST OF GUARD
 GJ0076'RAIL ALONG HIGHWAY.
 GJ0076
 GJ0076                          STATION RECOVERY (2009)
 GJ0076
 GJ0076'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0075 ***********************************************************************
 GJ0075  DESIGNATION -  8 D 45
 GJ0075  PID         -  GJ0075
 GJ0075  STATE/COUNTY-  OK/MAJOR
 GJ0075  COUNTRY     -  US
 GJ0075  USGS QUAD   -  FAIRVIEW (2018)
 GJ0075
 GJ0075                         *CURRENT SURVEY CONTROL
 GJ0075  ______________________________________________________________________
 GJ0075* NAD 83(1986) POSITION- 36 20 23.82   (N) 098 28 46.50   (W)   HD_HELD1
 GJ0075* NAVD 88 ORTHO HEIGHT -   392.917 (meters)     1289.10  (feet) ADJUSTED
 GJ0075  ______________________________________________________________________
 GJ0075  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 GJ0075  DYNAMIC HEIGHT  -        392.565 (meters)     1287.94  (feet) COMP
 GJ0075  MODELED GRAVITY -    979,727.2   (mgal)                       NAVD 88
 GJ0075
 GJ0075  VERT ORDER      -  SECOND    CLASS 0
 GJ0075
 GJ0075.The horizontal coordinates were determined by differentially corrected
 GJ0075.hand held GPS observations or other comparable positioning techniques
 GJ0075.and have an estimated accuracy of +/- 3 meters.
 GJ0075
 GJ0075.The orthometric height was determined by differential leveling and
 GJ0075.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0075.in June 1991.
 GJ0075
 GJ0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0075.GEOID18 height accuracy estimate available here.
 GJ0075
 GJ0075.Click photographs - Photos may exist for this station.
 GJ0075
 GJ0075.The dynamic height is computed by dividing the NAVD 88
 GJ0075.geopotential number by the normal gravity value computed on the
 GJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0075.degrees latitude (g = 980.6199 gals.).
 GJ0075
 GJ0075.The modeled gravity was interpolated from observed gravity values.
 GJ0075
 GJ0075;                    North         East    Units  Estimated Accuracy
 GJ0075;SPC OK N     -   148,778.5     556,947.7     MT  (+/- 3 meters HH1 GPS) 
 GJ0075
 GJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4670121780(NAD 83)
 GJ0075
 GJ0075                          SUPERSEDED SURVEY CONTROL
 GJ0075
 GJ0075  NGVD 29 (??/??/92)  392.746  (m)         1288.53   (f) ADJ UNCH    2 0
 GJ0075
 GJ0075.Superseded values are not recommended for survey control.
 GJ0075
 GJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0075.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0075
 GJ0075_MARKER: DD = SURVEY DISK
 GJ0075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0075_STAMPING: 8 D 45 TT 1934
 GJ0075_MARK LOGO: CGS+SS
 GJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0075
 GJ0075  HISTORY     - Date     Condition        Report By
 GJ0075  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0075  HISTORY     - 1935     GOOD             CGS
 GJ0075
 GJ0075                          STATION DESCRIPTION
 GJ0075
 GJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0075'1.5 MI S FROM ORIENTA.
 GJ0075'1.5 MILES SOUTH OF A.T. AND SF. RR. STATION AT ORIENTA 0.2 MILE
 GJ0075'SOUTH OF MILEPOST 331, 78 FEET WEST OF CENTER LINE OF U.S.
 GJ0075'HIGHWAY 60, 45 FEET EAST OF NEAREST RAIL OF ATCHISON TOPEKA
 GJ0075'AND SANTA FE TRACK, 9 FEET ABOVE TRACK ON TOP OF CUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0631 ***********************************************************************
 GJ0631  DESIGNATION -  8 E 38 TT
 GJ0631  PID         -  GJ0631
 GJ0631  STATE/COUNTY-  OK/WOODS
 GJ0631  COUNTRY     -  US
 GJ0631  USGS QUAD   -  WAYNOKA EAST (2018)
 GJ0631
 GJ0631                         *CURRENT SURVEY CONTROL
 GJ0631  ______________________________________________________________________
 GJ0631* NAD 83(1997) POSITION- 36 35 41.70995(N) 098 46 25.94726(W)   ADJUSTED
 GJ0631* NAVD 88 ORTHO HEIGHT -   528.65  (+/-2cm)     1734.4   (feet) VERTCON3
 GJ0631  ______________________________________________________________________
 GJ0631  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 GJ0631  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 GJ0631  HORZ ORDER      -  SECOND
 GJ0631  VERT ORDER      -  THIRD ? (See Below)
 GJ0631
 GJ0631.The horizontal coordinates were established by classical geodetic methods
 GJ0631.and adjusted by the National Geodetic Survey in October 1998.
 GJ0631
 GJ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0631
 GJ0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0631.GEOID18 height accuracy estimate available here.
 GJ0631
 GJ0631.The vertical order pertains to the NGVD 29 superseded value.
 GJ0631
 GJ0631.Click photographs - Photos may exist for this station.
 GJ0631
 GJ0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0631
 GJ0631. The following values were computed from the NAD 83(1997) position.
 GJ0631
 GJ0631;                    North         East     Units Scale Factor Converg.
 GJ0631;SPC OK N     -   177,240.364   530,755.065   MT  0.99997317   -0 27 24.1
 GJ0631;SPC OK N     -   581,496.09  1,741,318.91   sFT  0.99997317   -0 27 24.1
 GJ0631;UTM  14      - 4,049,960.795   520,226.023   MT  0.99960504   +0 08 05.3
 GJ0631
 GJ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0631!SPC OK N     -   0.99992145  x   0.99997317  =   0.99989462
 GJ0631!UTM  14      -   0.99992145  x   0.99960504  =   0.99952652
 GJ0631
 GJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2022649960(NAD 83)
 GJ0631
 GJ0631                          SUPERSEDED SURVEY CONTROL
 GJ0631
 GJ0631  NAD 83(1993)-  36 35 41.71001(N)    098 46 25.94733(W) AD(       ) 2
 GJ0631  NAD 83(1986)-  36 35 41.71401(N)    098 46 25.93493(W) AD(       ) 2
 GJ0631  NAD 27      -  36 35 41.59402(N)    098 46 24.61650(W) AD(       ) 2
 GJ0631  NGVD 29 (07/19/86)  528.47   (m)         1733.8    (f) LEVELING    3  
 GJ0631
 GJ0631.Superseded values are not recommended for survey control.
 GJ0631
 GJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0631.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0631
 GJ0631_MARKER: DD = SURVEY DISK
 GJ0631_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0631_STAMPING: TT 8 3 38
 GJ0631_MARK LOGO: OKCC
 GJ0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0631
 GJ0631  HISTORY     - Date     Condition        Report By
 GJ0631  HISTORY     - 1938     MONUMENTED       OKCC
 GJ0631  HISTORY     - 1951     GOOD             CGS
 GJ0631
 GJ0631                          STATION DESCRIPTION
 GJ0631
 GJ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GJ0631'TRAVERSE STATION 8E38 TT 1938 OKLA. C. C. IS STATION MARK.
 GJ0631'IT IS A BRONZE DISK SET IN A 6 INCH SQUARE CONCRETE POST AND
 GJ0631'PROJECTS 2 INCHES.  IT IS NEAR THE SOUTHWEST CORNER OF A PASTURE,
 GJ0631'51 FEET NORTH OF AN EAST-WEST FENCE LINE, 6 FEET EAST OF A
 GJ0631'NORTH-SOUTH FENCE LINE AND 26 FEET EAST OF THE CENTER OF A
 GJ0631'NORTH-SOUTH ROAD.
 GJ0631'
 GJ0631'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF THE POST
 GJ0631'OFFICE IN WAYNOKA, GO EAST 1 BLOCK, TURN LEFT AND GO NORTH AND EAST
 GJ0631'ON U. S. HIGHWAY 281 FOR 6.0 MILES TO A T ROAD RIGHT,
 GJ0631'CONTINUE EAST FOR 0.4 MILE TO A T
 GJ0631'ROAD LEFT, TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.1 MILE TO
 GJ0631'STATION IN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0618 ***********************************************************************
 GJ0618  DESIGNATION -  8 E 41 TT
 GJ0618  PID         -  GJ0618
 GJ0618  STATE/COUNTY-  OK/WOODS
 GJ0618  COUNTRY     -  US
 GJ0618  USGS QUAD   -  DACOMA SW (2018)
 GJ0618
 GJ0618                         *CURRENT SURVEY CONTROL
 GJ0618  ______________________________________________________________________
 GJ0618* NAD 83(1997) POSITION- 36 35 41.96118(N) 098 41 16.39290(W)   ADJUSTED
 GJ0618* NAVD 88 ORTHO HEIGHT -   528.66  (+/-2cm)     1734.4   (feet) VERTCON3
 GJ0618  ______________________________________________________________________
 GJ0618  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 GJ0618  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 GJ0618  HORZ ORDER      -  THIRD
 GJ0618  VERT ORDER      -  THIRD ? (See Below)
 GJ0618
 GJ0618.The horizontal coordinates were established by classical geodetic methods
 GJ0618.and adjusted by the National Geodetic Survey in October 1998.
 GJ0618
 GJ0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0618
 GJ0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0618.GEOID18 height accuracy estimate available here.
 GJ0618
 GJ0618.The vertical order pertains to the NGVD 29 superseded value.
 GJ0618
 GJ0618.Click photographs - Photos may exist for this station.
 GJ0618
 GJ0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0618
 GJ0618. The following values were computed from the NAD 83(1997) position.
 GJ0618
 GJ0618;                    North         East     Units Scale Factor Converg.
 GJ0618;SPC OK N     -   177,190.187   538,448.981   MT  0.99997318   -0 24 21.4
 GJ0618;SPC OK N     -   581,331.47  1,766,561.37   sFT  0.99997318   -0 24 21.4
 GJ0618;UTM  14      - 4,049,990.073   527,917.230   MT  0.99960960   +0 11 09.8
 GJ0618
 GJ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0618!SPC OK N     -   0.99992145  x   0.99997318  =   0.99989463
 GJ0618!UTM  14      -   0.99992145  x   0.99960960  =   0.99953108
 GJ0618
 GJ0618:                Primary Azimuth Mark                     Grid Az
 GJ0618:SPC OK N     -  8 E 41 TT AZ MK                          263 56 06.7
 GJ0618:UTM  14      -  8 E 41 TT AZ MK                          263 20 35.5
 GJ0618
 GJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2791749990(NAD 83)
 GJ0618
 GJ0618|---------------------------------------------------------------------|
 GJ0618| PID    Reference Object                     Distance      Geod. Az  |
 GJ0618|                                                           dddmmss.s |
 GJ0618| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.21.7 KM 0042711.9 |
 GJ0618| CK8750 8 E 41 TT RM 1                       51.158 METERS 14742     |
 GJ0618| CK8751 8 E 41 TT RM 2                       62.938 METERS 22707     |
 GJ0618| CK8749 8 E 41 TT AZ MK                                    2633145.3 |
 GJ0618|---------------------------------------------------------------------|
 GJ0618
 GJ0618                          SUPERSEDED SURVEY CONTROL
 GJ0618
 GJ0618  NAD 83(1993)-  36 35 41.96123(N)    098 41 16.39291(W) AD(       ) 3
 GJ0618  NAD 83(1986)-  36 35 41.96523(N)    098 41 16.38040(W) AD(       ) 3
 GJ0618  NAD 27      -  36 35 41.84897(N)    098 41 15.07142(W) AD(       ) 3
 GJ0618  NGVD 29 (07/19/86)  528.47   (m)         1733.8    (f) LEVELING    3  
 GJ0618
 GJ0618.Superseded values are not recommended for survey control.
 GJ0618
 GJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0618.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0618
 GJ0618_MARKER: DD = SURVEY DISK
 GJ0618_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0618_STAMPING: 8E 41 TT 1938
 GJ0618_MARK LOGO: OKCC
 GJ0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0618+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2015
 GJ0618
 GJ0618  HISTORY     - Date     Condition        Report By
 GJ0618  HISTORY     - 1938     MONUMENTED       OKCC
 GJ0618  HISTORY     - 1951     GOOD             CGS
 GJ0618  HISTORY     - 20150707 GOOD             INDIV
 GJ0618  HISTORY     - 20150714 GOOD             INDIV
 GJ0618
 GJ0618                          STATION DESCRIPTION
 GJ0618
 GJ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0618'THE STATION IS LOCATED 10 MILES EAST OF WAYNOKA, AND ABOUT 1 MILE
 GJ0618'WEST OF THE JUNCTION OF U. S. HIGHWAY 281 AND STATE HIGHWAY 45, AND
 GJ0618'GREENBURG GAS STATION.  THE STATION IS 0.3 MILE SOUTHWEST OF A FARM
 GJ0618'HOUSE, 190 FEET NORTH OF U. S. HIGHWAY 281, AND 140 FEET NORTH OF
 GJ0618'AN EAST-WEST FENCE LINE.  *THE STATION MARK IS A CONSERVATION
 GJ0618'COMMISSION OF OKLAHOMA AND STATE SURVEY MARK SET IN A 6 INCH
 GJ0618'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS STAMPED 8E
 GJ0618'41 TT 1938.
 GJ0618'
 GJ0618'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE CENTER OF U. S. HIGHWAY
 GJ0618'281, 1 FOOT WEST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF AN
 GJ0618'EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED 8E 41 NO 1
 GJ0618'1951.
 GJ0618'
 GJ0618'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF U. S. HIGHWAY 281 AND 1 FOOT
 GJ0618'SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 GJ0618'STAMPED 8E 41 NO 2 1951.
 GJ0618'
 GJ0618'THE AZIMUTH MARK IS 0.05 MILE WEST OF A T ROAD SOUTH, 50 FEET SOUTH
 GJ0618'OF THE CENTER OF U. S. HIGHWAY 281, AND 2 FEET EAST OF A POWERLINE
 GJ0618'POLE AND WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED 8E 41
 GJ0618'1951.
 GJ0618'
 GJ0618'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA GO NORTH AND
 GJ0618'EAST ON U. S. HIGHWAY 281 FOR 9.8 MILES TO THE AZIMUTH MARK ON THE
 GJ0618'RIGHT, CONTINUE EAST ON U. S. HIGHWAY 281 FOR 0.4 MILE TO THE
 GJ0618'STATION ON THE LEFT AS DESCRIBED.
 GJ0618
 GJ0618                          STATION RECOVERY (2015)
 GJ0618
 GJ0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 GJ0618'NOTE  REPORTED ELEVATION FOR THIS STATION MATCHES THE ELEVATION FOR
 GJ0618'THE MARK GJ0631 (8 E 38 TT OKCC 1951) WHICH IS +/- 200' TOO HIGH.
 GJ0618'NEEDS TO BE CORRECTED.  USGS TOPO SHOWS THIS POINT TO BE JUST ABOVE
 GJ0618'THE 1530' CONTOUR.
 GJ0618
 GJ0618                          STATION RECOVERY (2015)
 GJ0618
 GJ0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 GJ0618'NOTE PUBLISHED ELEVATION IS 1734.4 WHICH IS APPROXIMATELY 197' TOO
 GJ0618'HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0605 ***********************************************************************
 EK0605  DESIGNATION -  80 A
 EK0605  PID         -  EK0605
 EK0605  STATE/COUNTY-  OK/PITTSBURG
 EK0605  COUNTRY     -  US
 EK0605  USGS QUAD   -  SAVANNA (2018)
 EK0605
 EK0605                         *CURRENT SURVEY CONTROL
 EK0605  ______________________________________________________________________
 EK0605* NAD 83(1986) POSITION- 34 48 21.     (N) 095 51 51.     (W)   SCALED
 EK0605* NAVD 88 ORTHO HEIGHT -   217.01  (+/-2cm)      712.0   (feet) VERTCON3
 EK0605  ______________________________________________________________________
 EK0605  GEOID HEIGHT    -        -29.725 (meters)                     GEOID18
 EK0605  VERT ORDER      -  ? (See Below)
 EK0605
 EK0605.The horizontal coordinates were scaled from a map and have
 EK0605.an estimated accuracy of +/- 6 seconds.
 EK0605
 EK0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0605
 EK0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0605.GEOID18 height accuracy estimate available here.
 EK0605
 EK0605.The vertical order pertains to the NGVD 29 superseded value.
 EK0605
 EK0605.Click photographs - Photos may exist for this station.
 EK0605
 EK0605;                    North         East    Units  Estimated Accuracy
 EK0605;SPC OK S     -   165,400.      795,410.      MT  (+/- 180 meters Scaled)
 EK0605
 EK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU379552(NAD 83)
 EK0605
 EK0605                          SUPERSEDED SURVEY CONTROL
 EK0605
 EK0605  NGVD 29 (??/??/92)  216.899  (m)          711.61   (f) ADJ UNCH       
 EK0605
 EK0605.Superseded values are not recommended for survey control.
 EK0605
 EK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0605.See file dsdata.pdf to determine how the superseded data were derived.
 EK0605
 EK0605_MARKER: B = BOLT
 EK0605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0605_SP_SET: CULVERT HEADWALL
 EK0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0605+STABILITY: SURFACE MOTION
 EK0605
 EK0605  HISTORY     - Date     Condition        Report By
 EK0605  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0605  HISTORY     - 1933     GOOD             CGS
 EK0605  HISTORY     - 1934     GOOD             CGS
 EK0605
 EK0605                          STATION DESCRIPTION
 EK0605
 EK0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0605'6.4 MI N FROM KIOWA.
 EK0605'6.4 MI. N. OF KIOWA, AT MILEPOST 576.5, IN S. END OF W. HEADWALL
 EK0605'OF A CULVERT.
 EK0605
 EK0605                          STATION RECOVERY (1934)
 EK0605
 EK0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0035 ***********************************************************************
 GH0035  DESIGNATION -  800
 GH0035  PID         -  GH0035
 GH0035  STATE/COUNTY-  OK/OSAGE
 GH0035  COUNTRY     -  US
 GH0035  USGS QUAD   -  WYNONA (2018)
 GH0035
 GH0035                         *CURRENT SURVEY CONTROL
 GH0035  ______________________________________________________________________
 GH0035* NAD 83(1986) POSITION- 36 37 02.     (N) 096 15 18.     (W)   SCALED
 GH0035* NAVD 88 ORTHO HEIGHT -   243.027 (meters)      797.33  (feet) ADJUSTED
 GH0035  ______________________________________________________________________
 GH0035  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 GH0035  DYNAMIC HEIGHT  -        242.829 (meters)      796.68  (feet) COMP
 GH0035  MODELED GRAVITY -    979,810.1   (mgal)                       NAVD 88
 GH0035
 GH0035  VERT ORDER      -  SECOND    CLASS 0
 GH0035
 GH0035.The horizontal coordinates were scaled from a map and have
 GH0035.an estimated accuracy of +/- 6 seconds.
 GH0035
 GH0035.The orthometric height was determined by differential leveling and
 GH0035.adjusted by the NATIONAL GEODETIC SURVEY
 GH0035.in June 1991.
 GH0035
 GH0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0035.GEOID18 height accuracy estimate available here.
 GH0035
 GH0035.Click photographs - Photos may exist for this station.
 GH0035
 GH0035.The dynamic height is computed by dividing the NAVD 88
 GH0035.geopotential number by the normal gravity value computed on the
 GH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0035.degrees latitude (g = 980.6199 gals.).
 GH0035
 GH0035.The modeled gravity was interpolated from observed gravity values.
 GH0035
 GH0035;                    North         East    Units  Estimated Accuracy
 GH0035;SPC OK N     -   180,840.      756,090.      MT  (+/- 180 meters Scaled)
 GH0035
 GH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF454559(NAD 83)
 GH0035
 GH0035                          SUPERSEDED SURVEY CONTROL
 GH0035
 GH0035  NGVD 29 (??/??/92)  242.916  (m)          796.97   (f) ADJ UNCH    2 0
 GH0035
 GH0035.Superseded values are not recommended for survey control.
 GH0035
 GH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0035.See file dsdata.pdf to determine how the superseded data were derived.
 GH0035
 GH0035_MARKER: P = PIPE CAP
 GH0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0035_STAMPING: 800
 GH0035_MARK LOGO: USGS
 GH0035_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0035
 GH0035  HISTORY     - Date     Condition        Report By
 GH0035  HISTORY     - 1908     MONUMENTED       USGS
 GH0035  HISTORY     - 1934     GOOD             CGS
 GH0035
 GH0035                          STATION DESCRIPTION
 GH0035
 GH0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0035'1.2 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0035'FROM NELAGONY, OSAGE COUNTY, OPPOSITE A BEND IN A CREEK AND A
 GH0035'CATTLEGUARD IN THE DIRT ROAD PARALLELING THE TRACK, AT A
 GH0035'WAGON-ROAD CROSSING, 40 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 GH0035'GATE, 50 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2
 GH0035'FEET INSIDE OF A FENCE OUTSIDE OF THE RIGHT-OF-WAY.  A UNITED
 GH0035'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 800 AND RIVETED ON
 GH0035'THE TOP OF A 3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0171 ***********************************************************************
 GH0171  DESIGNATION -  805
 GH0171  PID         -  GH0171
 GH0171  STATE/COUNTY-  OK/PAWNEE
 GH0171  COUNTRY     -  US
 GH0171  USGS QUAD   -  FAIRFAX (2018)
 GH0171
 GH0171                         *CURRENT SURVEY CONTROL
 GH0171  ______________________________________________________________________
 GH0171* NAD 83(1986) POSITION- 36 30 31.     (N) 096 44 00.     (W)   SCALED
 GH0171* NAVD 88 ORTHO HEIGHT -   245.527 (meters)      805.53  (feet) ADJUSTED
 GH0171  ______________________________________________________________________
 GH0171  GEOID HEIGHT    -        -28.600 (meters)                     GEOID18
 GH0171  DYNAMIC HEIGHT  -        245.316 (meters)      804.84  (feet) COMP
 GH0171  MODELED GRAVITY -    979,768.2   (mgal)                       NAVD 88
 GH0171
 GH0171  VERT ORDER      -  SECOND    CLASS 0
 GH0171
 GH0171.The horizontal coordinates were scaled from a map and have
 GH0171.an estimated accuracy of +/- 6 seconds.
 GH0171
 GH0171.The orthometric height was determined by differential leveling and
 GH0171.adjusted by the NATIONAL GEODETIC SURVEY
 GH0171.in June 1991.
 GH0171
 GH0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0171.GEOID18 height accuracy estimate available here.
 GH0171
 GH0171.Click photographs - Photos may exist for this station.
 GH0171
 GH0171.The dynamic height is computed by dividing the NAVD 88
 GH0171.geopotential number by the normal gravity value computed on the
 GH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0171.degrees latitude (g = 980.6199 gals.).
 GH0171
 GH0171.The modeled gravity was interpolated from observed gravity values.
 GH0171
 GH0171;                    North         East    Units  Estimated Accuracy
 GH0171;SPC OK N     -   168,130.      713,460.      MT  (+/- 180 meters Scaled)
 GH0171
 GH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF029427(NAD 83)
 GH0171
 GH0171                          SUPERSEDED SURVEY CONTROL
 GH0171
 GH0171  NGVD 29 (??/??/92)  245.424  (m)          805.20   (f) ADJ UNCH    2 0
 GH0171
 GH0171.Superseded values are not recommended for survey control.
 GH0171
 GH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0171.See file dsdata.pdf to determine how the superseded data were derived.
 GH0171
 GH0171_MARKER: P = PIPE CAP
 GH0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0171_STAMPING: 805
 GH0171_MARK LOGO: USGS
 GH0171_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0171
 GH0171  HISTORY     - Date     Condition        Report By
 GH0171  HISTORY     - 1912     MONUMENTED       USGS
 GH0171  HISTORY     - 1934     GOOD             CGS
 GH0171  HISTORY     - 1944     GOOD
 GH0171  HISTORY     - 20080401 MARK NOT FOUND   AIRDAT
 GH0171
 GH0171                          STATION DESCRIPTION
 GH0171
 GH0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0171'AT RALSTON.
 GH0171'AT RALSTON, PAWNEE COUNTY, 165 FEET SOUTHWEST OF THE ATCHISON,
 GH0171'TOPEKA AND SANTA FE RAILWAY STATION, AND ABOUT 107 FEET WEST
 GH0171'OF THE CENTER LINE OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 GH0171'SURVEY STANDARD CAP, STAMPED 805 AND RIVETED ON THE TOP OF A
 GH0171'3 1/2-INCH IRON PIPE SET IN CONCRETE.  NOTE-- THIS BENCH MARK
 GH0171'IS 187 FEET WEST OF THE MAIN TRACK.
 GH0171
 GH0171                          STATION RECOVERY (1944)
 GH0171
 GH0171'RECOVERED 1944
 GH0171'RECOVERED IN GOOD CONDITION.
 GH0171
 GH0171                          STATION RECOVERY (2008)
 GH0171
 GH0171'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0013 ***********************************************************************
 FJ0013  DESIGNATION -  812
 FJ0013  PID         -  FJ0013
 FJ0013  STATE/COUNTY-  OK/CREEK
 FJ0013  COUNTRY     -  US
 FJ0013  USGS QUAD   -  KELLYVILLE (2018)
 FJ0013
 FJ0013                         *CURRENT SURVEY CONTROL
 FJ0013  ______________________________________________________________________
 FJ0013* NAD 83(1986) POSITION- 35 58 19.     (N) 096 11 29.     (W)   SCALED
 FJ0013* NAVD 88 ORTHO HEIGHT -   247.730 (meters)      812.76  (feet) ADJUSTED
 FJ0013  ______________________________________________________________________
 FJ0013  GEOID HEIGHT    -        -28.598 (meters)                     GEOID18
 FJ0013  DYNAMIC HEIGHT  -        247.511 (meters)      812.04  (feet) COMP
 FJ0013  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 FJ0013
 FJ0013  VERT ORDER      -  SECOND    CLASS 0
 FJ0013
 FJ0013.The horizontal coordinates were scaled from a map and have
 FJ0013.an estimated accuracy of +/- 6 seconds.
 FJ0013
 FJ0013.The orthometric height was determined by differential leveling and
 FJ0013.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0013.in June 1991.
 FJ0013
 FJ0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0013.GEOID18 height accuracy estimate available here.
 FJ0013
 FJ0013.Click photographs - Photos may exist for this station.
 FJ0013
 FJ0013.The dynamic height is computed by dividing the NAVD 88
 FJ0013.geopotential number by the normal gravity value computed on the
 FJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0013.degrees latitude (g = 980.6199 gals.).
 FJ0013
 FJ0013.The modeled gravity was interpolated from observed gravity values.
 FJ0013
 FJ0013;                    North         East    Units  Estimated Accuracy
 FJ0013;SPC OK N     -   109,360.      763,110.      MT  (+/- 180 meters Scaled)
 FJ0013
 FJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE532844(NAD 83)
 FJ0013
 FJ0013                          SUPERSEDED SURVEY CONTROL
 FJ0013
 FJ0013  NGVD 29 (??/??/92)  247.617  (m)          812.39   (f) ADJ UNCH    2 0
 FJ0013
 FJ0013.Superseded values are not recommended for survey control.
 FJ0013
 FJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0013.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0013
 FJ0013_MARKER: DB = BENCH MARK DISK
 FJ0013_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0013_STAMPING: 812
 FJ0013_MARK LOGO: USGS
 FJ0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0013+STABILITY: POSITION/ELEVATION WELL
 FJ0013
 FJ0013  HISTORY     - Date     Condition        Report By
 FJ0013  HISTORY     - UNK      MONUMENTED       USGS
 FJ0013  HISTORY     - 1934     GOOD             CGS
 FJ0013
 FJ0013                          STATION DESCRIPTION
 FJ0013
 FJ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0013'4.1 MI SW FROM SAPULPA.
 FJ0013'ON ST. LOUIS AND SAN FRANCISCO RAILROAD, OPPOSITE MILEPOST
 FJ0013'443/9, 40 FEET NORTHEAST OF CENTER-LINE OF PRIVATE ROAD
 FJ0013'CROSSING TRACK, 35 FEET NORTHWEST OF RAILROAD RIGHT OF WAY
 FJ0013'FENCE, 15 FEET WEST OF TELEGRAPH POLE, 15 FEET SOUTHEAST
 FJ0013'OF CENTER-LINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0139 ***********************************************************************
 GH0139  DESIGNATION -  813
 GH0139  PID         -  GH0139
 GH0139  STATE/COUNTY-  OK/PAYNE
 GH0139  COUNTRY     -  US
 GH0139  USGS QUAD   -  YALE (2018)
 GH0139
 GH0139                         *CURRENT SURVEY CONTROL
 GH0139  ______________________________________________________________________
 GH0139* NAD 83(1986) POSITION- 36 03 29.     (N) 096 43 05.     (W)   SCALED
 GH0139* NAVD 88 ORTHO HEIGHT -   247.547 (meters)      812.16  (feet) ADJUSTED
 GH0139  ______________________________________________________________________
 GH0139  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GH0139  DYNAMIC HEIGHT  -        247.327 (meters)      811.44  (feet) COMP
 GH0139  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 GH0139
 GH0139  VERT ORDER      -  SECOND    CLASS 0
 GH0139
 GH0139.The horizontal coordinates were scaled from a map and have
 GH0139.an estimated accuracy of +/- 6 seconds.
 GH0139
 GH0139.The orthometric height was determined by differential leveling and
 GH0139.adjusted by the NATIONAL GEODETIC SURVEY
 GH0139.in June 1991.
 GH0139
 GH0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0139.GEOID18 height accuracy estimate available here.
 GH0139
 GH0139.Click photographs - Photos may exist for this station.
 GH0139
 GH0139.The dynamic height is computed by dividing the NAVD 88
 GH0139.geopotential number by the normal gravity value computed on the
 GH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0139.degrees latitude (g = 980.6199 gals.).
 GH0139
 GH0139.The modeled gravity was interpolated from observed gravity values.
 GH0139
 GH0139;                    North         East    Units  Estimated Accuracy
 GH0139;SPC OK N     -   118,160.      715,490.      MT  (+/- 180 meters Scaled)
 GH0139
 GH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE055927(NAD 83)
 GH0139
 GH0139                          SUPERSEDED SURVEY CONTROL
 GH0139
 GH0139  NGVD 29 (??/??/92)  247.452  (m)          811.85   (f) ADJ UNCH    2 0
 GH0139
 GH0139.Superseded values are not recommended for survey control.
 GH0139
 GH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0139.See file dsdata.pdf to determine how the superseded data were derived.
 GH0139
 GH0139_MARKER: P = PIPE CAP
 GH0139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0139_STAMPING: 813 OKLA 1916
 GH0139_MARK LOGO: USGS
 GH0139_PROJECTION: PROJECTING 30 CENTIMETERS
 GH0139_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0139+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2019
 GH0139
 GH0139  HISTORY     - Date     Condition        Report By
 GH0139  HISTORY     - 1916     MONUMENTED       USGS
 GH0139  HISTORY     - 1934     GOOD             CGS
 GH0139  HISTORY     - 20090601 POOR             OKDOT
 GH0139  HISTORY     - 20191122 POOR             MCA
 GH0139
 GH0139                          STATION DESCRIPTION
 GH0139
 GH0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0139'4 MI S FROM YALE.
 GH0139'4.0 MILES SOUTH OF AT AND SF RR DEPOT, AT YALE 270 FEET EAST
 GH0139'OF CULVERT 75A.  250 FEET EAST OF THE CENTER LINE OF ATCHISON
 GH0139'TOPEKA AND SANTA FE RAILROAD.  40 FEET NORTH OF EAST AND WEST
 GH0139'SECTION LINE ROAD.  65 FEET EAST OF THE CENTERLINE OF MISSOURI
 GH0139'KANSAS AND TEXAS RAILROAD.
 GH0139
 GH0139                          STATION RECOVERY (2009)
 GH0139
 GH0139'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0139'LEANING
 GH0139
 GH0139                          STATION RECOVERY (2019)
 GH0139
 GH0139'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0139'THE STATION IS LEANING TO THE NORTHWEST.  THE RAILROAD TRACK NO LONGER
 GH0139'EXISTS AND THE TRACKS HAVE BEEN REMOVED.  IT IS 8.5 FT (2.6 M)
 GH0139'SOUTHWESTERLY OF A WOODEN FENCE CORNER AND 57 FT (17.4 M)
 GH0139'SOUTHEASTERLY OF A WOOD UTILITY POLE #P79078.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0159 ***********************************************************************
 GH0159  DESIGNATION -  813
 GH0159  PID         -  GH0159
 GH0159  STATE/COUNTY-  OK/PAWNEE
 GH0159  COUNTRY     -  US
 GH0159  USGS QUAD   -  SKEDEE (2018)
 GH0159
 GH0159                         *CURRENT SURVEY CONTROL
 GH0159  ______________________________________________________________________
 GH0159* NAD 83(1986) POSITION- 36 27 48.86   (N) 096 43 26.92   (W)   HD_HELD1
 GH0159* NAVD 88 ORTHO HEIGHT -   247.781 (meters)      812.93  (feet) ADJUSTED
 GH0159  ______________________________________________________________________
 GH0159  GEOID HEIGHT    -        -28.559 (meters)                     GEOID18
 GH0159  DYNAMIC HEIGHT  -        247.569 (meters)      812.23  (feet) COMP
 GH0159  MODELED GRAVITY -    979,769.8   (mgal)                       NAVD 88
 GH0159
 GH0159  VERT ORDER      -  SECOND    CLASS 0
 GH0159
 GH0159.The horizontal coordinates were determined by differentially corrected
 GH0159.hand held GPS observations or other comparable positioning techniques
 GH0159.and have an estimated accuracy of +/- 3 meters.
 GH0159
 GH0159.The orthometric height was determined by differential leveling and
 GH0159.adjusted by the NATIONAL GEODETIC SURVEY
 GH0159.in June 1991.
 GH0159
 GH0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0159.GEOID18 height accuracy estimate available here.
 GH0159
 GH0159.Click photographs - Photos may exist for this station.
 GH0159
 GH0159.The dynamic height is computed by dividing the NAVD 88
 GH0159.geopotential number by the normal gravity value computed on the
 GH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0159.degrees latitude (g = 980.6199 gals.).
 GH0159
 GH0159.The modeled gravity was interpolated from observed gravity values.
 GH0159
 GH0159;                    North         East    Units  Estimated Accuracy
 GH0159;SPC OK N     -   163,140.8     714,350.8     MT  (+/- 3 meters HH1 GPS) 
 GH0159
 GH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0392637775(NAD 83)
 GH0159
 GH0159                          SUPERSEDED SURVEY CONTROL
 GH0159
 GH0159  NGVD 29 (??/??/92)  247.678  (m)          812.59   (f) ADJ UNCH    2 0
 GH0159
 GH0159.Superseded values are not recommended for survey control.
 GH0159
 GH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0159.See file dsdata.pdf to determine how the superseded data were derived.
 GH0159
 GH0159_MARKER: P = PIPE CAP
 GH0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0159_STAMPING: 813 OKLA
 GH0159_MARK LOGO: USGS
 GH0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0159
 GH0159  HISTORY     - Date     Condition        Report By
 GH0159  HISTORY     - 1905     MONUMENTED       USGS
 GH0159  HISTORY     - 1934     GOOD             CGS
 GH0159
 GH0159                          STATION DESCRIPTION
 GH0159
 GH0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0159'3.1 MI S FROM RALSTON.
 GH0159'3.1 MILES SOUTH OF AT AND SF RR DEPOT, AT RALSTON 1600 FEET
 GH0159'SOUTH OF MILEPOST 46.  49 FEET NORTH OF EAST AND WEST SECTION
 GH0159'LINE ROAD.  98 FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA
 GH0159'AND SANTA FE RAILROAD.  2 FEET SOUTH OF THE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0026 ***********************************************************************
 FJ0026  DESIGNATION -  817
 FJ0026  PID         -  FJ0026
 FJ0026  STATE/COUNTY-  OK/CREEK
 FJ0026  COUNTRY     -  US
 FJ0026  USGS QUAD   -  BRISTOW (2018)
 FJ0026
 FJ0026                         *CURRENT SURVEY CONTROL
 FJ0026  ______________________________________________________________________
 FJ0026* NAD 83(1986) POSITION- 35 49 58.     (N) 096 23 23.     (W)   SCALED
 FJ0026* NAVD 88 ORTHO HEIGHT -   249.040 (meters)      817.06  (feet) ADJUSTED
 FJ0026  ______________________________________________________________________
 FJ0026  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 FJ0026  DYNAMIC HEIGHT  -        248.815 (meters)      816.32  (feet) COMP
 FJ0026  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 FJ0026
 FJ0026  VERT ORDER      -  SECOND    CLASS 0
 FJ0026
 FJ0026.The horizontal coordinates were scaled from a map and have
 FJ0026.an estimated accuracy of +/- 6 seconds.
 FJ0026
 FJ0026.The orthometric height was determined by differential leveling and
 FJ0026.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0026.in June 1991.
 FJ0026
 FJ0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0026.GEOID18 height accuracy estimate available here.
 FJ0026
 FJ0026.Click photographs - Photos may exist for this station.
 FJ0026
 FJ0026.The dynamic height is computed by dividing the NAVD 88
 FJ0026.geopotential number by the normal gravity value computed on the
 FJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0026.degrees latitude (g = 980.6199 gals.).
 FJ0026
 FJ0026.The modeled gravity was interpolated from observed gravity values.
 FJ0026
 FJ0026;                    North         East    Units  Estimated Accuracy
 FJ0026;SPC OK N     -    93,610.      745,480.      MT  (+/- 180 meters Scaled)
 FJ0026
 FJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE357685(NAD 83)
 FJ0026
 FJ0026                          SUPERSEDED SURVEY CONTROL
 FJ0026
 FJ0026  NGVD 29 (??/??/92)  248.927  (m)          816.69   (f) ADJ UNCH    2 0
 FJ0026
 FJ0026.Superseded values are not recommended for survey control.
 FJ0026
 FJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0026.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0026
 FJ0026_MARKER: DB = BENCH MARK DISK
 FJ0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0026_SP_SET: TOWER FOOTING
 FJ0026_STAMPING: 817
 FJ0026_MARK LOGO: USGS
 FJ0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0026
 FJ0026  HISTORY     - Date     Condition        Report By
 FJ0026  HISTORY     - UNK      MONUMENTED       USGS
 FJ0026  HISTORY     - 1934     GOOD             CGS
 FJ0026  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0026
 FJ0026                          STATION DESCRIPTION
 FJ0026
 FJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0026'AT BRISTOW.
 FJ0026'AT BRISTOW, AT RAILROAD STATION, 76.5 FEET SOUTH OF SOUTHWEST
 FJ0026'CORNER OF ST. LOUIS AND SAN FRANCISCO RY. STATION, 70.7 FEET
 FJ0026'WEST OF CENTERLINE OF MAIN LINE TRACK OF S.L. AND S.F. RY.,
 FJ0026'13.5 FEET SOUTH OF SOUTHEAST CONCRETE FOOTING TO STEEL RAILWAY
 FJ0026'WATER TOWER, BRONZE TABLET SET HORIZONTALLY IN TOP OF SOUTHEAST
 FJ0026'CORNER OF A NORTHEAST CONCRETE FOOTING TO OLD WATER TOWER USED
 FJ0026'BY RAILWAY UP TO 1927.  OLD CONCRETE FOUNDATION SET FLUSH WITH
 FJ0026'GROUND.
 FJ0026
 FJ0026                          STATION RECOVERY (1973)
 FJ0026
 FJ0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0208 ***********************************************************************
 FJ0208  DESIGNATION -  819
 FJ0208  PID         -  FJ0208
 FJ0208  STATE/COUNTY-  OK/LINCOLN
 FJ0208  COUNTRY     -  US
 FJ0208  USGS QUAD   -  SPARKS (2018)
 FJ0208
 FJ0208                         *CURRENT SURVEY CONTROL
 FJ0208  ______________________________________________________________________
 FJ0208* NAD 83(1986) POSITION- 35 35 03.     (N) 096 50 05.     (W)   SCALED
 FJ0208* NAVD 88 ORTHO HEIGHT -   248.713 (meters)      815.99  (feet) ADJUSTED
 FJ0208  ______________________________________________________________________
 FJ0208  GEOID HEIGHT    -        -27.798 (meters)                     GEOID18
 FJ0208  DYNAMIC HEIGHT  -        248.479 (meters)      815.22  (feet) COMP
 FJ0208  MODELED GRAVITY -    979,689.9   (mgal)                       NAVD 88
 FJ0208
 FJ0208  VERT ORDER      -  SECOND    CLASS 0
 FJ0208
 FJ0208.The horizontal coordinates were scaled from a map and have
 FJ0208.an estimated accuracy of +/- 6 seconds.
 FJ0208
 FJ0208.The orthometric height was determined by differential leveling and
 FJ0208.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0208.in June 1991.
 FJ0208
 FJ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0208.GEOID18 height accuracy estimate available here.
 FJ0208
 FJ0208.Click photographs - Photos may exist for this station.
 FJ0208
 FJ0208.The dynamic height is computed by dividing the NAVD 88
 FJ0208.geopotential number by the normal gravity value computed on the
 FJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0208.degrees latitude (g = 980.6199 gals.).
 FJ0208
 FJ0208.The modeled gravity was interpolated from observed gravity values.
 FJ0208
 FJ0208;                    North         East    Units  Estimated Accuracy
 FJ0208;SPC OK N     -    65,450.      705,610.      MT  (+/- 180 meters Scaled)
 FJ0208
 FJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE961399(NAD 83)
 FJ0208
 FJ0208                          SUPERSEDED SURVEY CONTROL
 FJ0208
 FJ0208  NGVD 29 (??/??/92)  248.624  (m)          815.69   (f) ADJ UNCH    2 0
 FJ0208
 FJ0208.Superseded values are not recommended for survey control.
 FJ0208
 FJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0208.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0208
 FJ0208_MARKER: DB = BENCH MARK DISK
 FJ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0208_STAMPING: 819 ADJ 1903
 FJ0208_MARK LOGO: USGS
 FJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0208+STABILITY: SURFACE MOTION
 FJ0208
 FJ0208  HISTORY     - Date     Condition        Report By
 FJ0208  HISTORY     - 1905     MONUMENTED       USGS
 FJ0208  HISTORY     - 1934     GOOD             CGS
 FJ0208  HISTORY     - 1972     GOOD
 FJ0208
 FJ0208                          STATION DESCRIPTION
 FJ0208
 FJ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0208'7.4 MI N FROM MEEKER.
 FJ0208'7.4 MILES NORTH OF ATSFRR IN THE TOP OF STONE MILEPOST 112.  30
 FJ0208'FEET WEST OF THE CENTER LINE OF ATCHISON TOPEKA AND SANTA FE
 FJ0208'RAILROAD.
 FJ0208
 FJ0208                          STATION RECOVERY (1972)
 FJ0208
 FJ0208'RECOVERED 1972
 FJ0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0216 ***********************************************************************
 FJ0216  DESIGNATION -  824
 FJ0216  PID         -  FJ0216
 FJ0216  STATE/COUNTY-  OK/LINCOLN
 FJ0216  COUNTRY     -  US
 FJ0216  USGS QUAD   -  KENDRICK (2018)
 FJ0216
 FJ0216                         *CURRENT SURVEY CONTROL
 FJ0216  ______________________________________________________________________
 FJ0216* NAD 83(1986) POSITION- 35 45 16.     (N) 096 46 21.     (W)   SCALED
 FJ0216* NAVD 88 ORTHO HEIGHT -   250.868 (meters)      823.06  (feet) ADJUSTED
 FJ0216  ______________________________________________________________________
 FJ0216  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 FJ0216  DYNAMIC HEIGHT  -        250.635 (meters)      822.29  (feet) COMP
 FJ0216  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 FJ0216
 FJ0216  VERT ORDER      -  SECOND    CLASS 0
 FJ0216
 FJ0216.The horizontal coordinates were scaled from a map and have
 FJ0216.an estimated accuracy of +/- 6 seconds.
 FJ0216
 FJ0216.The orthometric height was determined by differential leveling and
 FJ0216.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0216.in June 1991.
 FJ0216
 FJ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0216.GEOID18 height accuracy estimate available here.
 FJ0216
 FJ0216.Click photographs - Photos may exist for this station.
 FJ0216
 FJ0216.The dynamic height is computed by dividing the NAVD 88
 FJ0216.geopotential number by the normal gravity value computed on the
 FJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0216.degrees latitude (g = 980.6199 gals.).
 FJ0216
 FJ0216.The modeled gravity was interpolated from observed gravity values.
 FJ0216
 FJ0216;                    North         East    Units  Estimated Accuracy
 FJ0216;SPC OK N     -    84,410.      711,010.      MT  (+/- 180 meters Scaled)
 FJ0216
 FJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE013590(NAD 83)
 FJ0216
 FJ0216                          SUPERSEDED SURVEY CONTROL
 FJ0216
 FJ0216  NGVD 29 (??/??/92)  250.768  (m)          822.73   (f) ADJ UNCH    2 0
 FJ0216
 FJ0216.Superseded values are not recommended for survey control.
 FJ0216
 FJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0216.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0216
 FJ0216_MARKER: DB = BENCH MARK DISK
 FJ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0216_STAMPING: 824 ADJ 1903
 FJ0216_MARK LOGO: USGS
 FJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0216+STABILITY: SURFACE MOTION
 FJ0216
 FJ0216  HISTORY     - Date     Condition        Report By
 FJ0216  HISTORY     - 1905     MONUMENTED       USGS
 FJ0216  HISTORY     - 1934     GOOD             CGS
 FJ0216
 FJ0216                          STATION DESCRIPTION
 FJ0216
 FJ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0216'2.2 MI S FROM KENDRICK.
 FJ0216'2.2 MILES SOUTH OF ATSFRR DEPOT IN THE TOP OF STONE MILEPOST 99.
 FJ0216'18 FEET WEST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 FJ0216'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0157 ***********************************************************************
 GH0157  DESIGNATION -  835
 GH0157  PID         -  GH0157
 GH0157  STATE/COUNTY-  OK/PAWNEE
 GH0157  COUNTRY     -  US
 GH0157  USGS QUAD   -  SKEDEE (2018)
 GH0157
 GH0157                         *CURRENT SURVEY CONTROL
 GH0157  ______________________________________________________________________
 GH0157* NAD 83(1986) POSITION- 36 25 29.     (N) 096 43 04.     (W)   SCALED
 GH0157* NAVD 88 ORTHO HEIGHT -   254.702 (meters)      835.63  (feet) ADJUSTED
 GH0157  ______________________________________________________________________
 GH0157  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 GH0157  DYNAMIC HEIGHT  -        254.484 (meters)      834.92  (feet) COMP
 GH0157  MODELED GRAVITY -    979,767.4   (mgal)                       NAVD 88
 GH0157
 GH0157  VERT ORDER      -  SECOND    CLASS 0
 GH0157
 GH0157.The horizontal coordinates were scaled from a map and have
 GH0157.an estimated accuracy of +/- 6 seconds.
 GH0157
 GH0157.The orthometric height was determined by differential leveling and
 GH0157.adjusted by the NATIONAL GEODETIC SURVEY
 GH0157.in June 1991.
 GH0157
 GH0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0157.GEOID18 height accuracy estimate available here.
 GH0157
 GH0157.Click photographs - Photos may exist for this station.
 GH0157
 GH0157.The dynamic height is computed by dividing the NAVD 88
 GH0157.geopotential number by the normal gravity value computed on the
 GH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0157.degrees latitude (g = 980.6199 gals.).
 GH0157
 GH0157.The modeled gravity was interpolated from observed gravity values.
 GH0157
 GH0157;                    North         East    Units  Estimated Accuracy
 GH0157;SPC OK N     -   158,840.      714,980.      MT  (+/- 180 meters Scaled)
 GH0157
 GH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF045334(NAD 83)
 GH0157
 GH0157                          SUPERSEDED SURVEY CONTROL
 GH0157
 GH0157  NGVD 29 (??/??/92)  254.599  (m)          835.30   (f) ADJ UNCH    2 0
 GH0157
 GH0157.Superseded values are not recommended for survey control.
 GH0157
 GH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0157.See file dsdata.pdf to determine how the superseded data were derived.
 GH0157
 GH0157_MARKER: P = PIPE CAP
 GH0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0157_STAMPING: 835 OKLA
 GH0157_MARK LOGO: USGS
 GH0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0157
 GH0157  HISTORY     - Date     Condition        Report By
 GH0157  HISTORY     - 1905     MONUMENTED       USGS
 GH0157  HISTORY     - 1934     GOOD             CGS
 GH0157
 GH0157                          STATION DESCRIPTION
 GH0157
 GH0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0157'3.2 MI N FROM SKEDEE.
 GH0157'3.2 MILES NORTH OF AT AND SF RR DEPOT, AT SKEDEE 78 FEET SOUTH
 GH0157'OF MILEPOST 49.  96 FEET SOUTHWEST OF THE CENTERLINE OF ATCHISON
 GH0157'TOPEKA AND SANTA FE RAILROAD.  4 FEET NORTHEAST OF THE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0206 ***********************************************************************
 FJ0206  DESIGNATION -  836
 FJ0206  PID         -  FJ0206
 FJ0206  STATE/COUNTY-  OK/LINCOLN
 FJ0206  COUNTRY     -  US
 FJ0206  USGS QUAD   -  SPARKS (2018)
 FJ0206
 FJ0206                         *CURRENT SURVEY CONTROL
 FJ0206  ______________________________________________________________________
 FJ0206* NAD 83(1986) POSITION- 35 32 33.     (N) 096 51 01.     (W)   SCALED
 FJ0206* NAVD 88 ORTHO HEIGHT -   254.243 (meters)      834.13  (feet) ADJUSTED
 FJ0206  ______________________________________________________________________
 FJ0206  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 FJ0206  DYNAMIC HEIGHT  -        254.004 (meters)      833.34  (feet) COMP
 FJ0206  MODELED GRAVITY -    979,687.5   (mgal)                       NAVD 88
 FJ0206
 FJ0206  VERT ORDER      -  SECOND    CLASS 0
 FJ0206
 FJ0206.The horizontal coordinates were scaled from a map and have
 FJ0206.an estimated accuracy of +/- 6 seconds.
 FJ0206
 FJ0206.The orthometric height was determined by differential leveling and
 FJ0206.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0206.in June 1991.
 FJ0206
 FJ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0206.GEOID18 height accuracy estimate available here.
 FJ0206
 FJ0206.Click photographs - Photos may exist for this station.
 FJ0206
 FJ0206.The dynamic height is computed by dividing the NAVD 88
 FJ0206.geopotential number by the normal gravity value computed on the
 FJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0206.degrees latitude (g = 980.6199 gals.).
 FJ0206
 FJ0206.The modeled gravity was interpolated from observed gravity values.
 FJ0206
 FJ0206;                    North         East    Units  Estimated Accuracy
 FJ0206;SPC OK N     -    60,810.      704,260.      MT  (+/- 180 meters Scaled)
 FJ0206
 FJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE948353(NAD 83)
 FJ0206
 FJ0206                          SUPERSEDED SURVEY CONTROL
 FJ0206
 FJ0206  NGVD 29 (??/??/92)  254.156  (m)          833.84   (f) ADJ UNCH    2 0
 FJ0206
 FJ0206.Superseded values are not recommended for survey control.
 FJ0206
 FJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0206.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0206
 FJ0206_MARKER: DB = BENCH MARK DISK
 FJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0206_STAMPING: 836 ADJ 1903
 FJ0206_MARK LOGO: USGS
 FJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0206+STABILITY: SURFACE MOTION
 FJ0206
 FJ0206  HISTORY     - Date     Condition        Report By
 FJ0206  HISTORY     - 1905     MONUMENTED       USGS
 FJ0206  HISTORY     - 1934     GOOD             CGS
 FJ0206
 FJ0206                          STATION DESCRIPTION
 FJ0206
 FJ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0206'4.3 MI N FROM MEEKER.
 FJ0206'4.3 MILES NORTH OF ATSFRR IN THE TOP OF STONE MILEPOST 115.  16
 FJ0206'FEET WEST OF THE CENTER LINE OF ATCHISON TOPEKA AND SANTA FE
 FJ0206'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0218 ***********************************************************************
 FJ0218  DESIGNATION -  839.6
 FJ0218  PID         -  FJ0218
 FJ0218  STATE/COUNTY-  OK/LINCOLN
 FJ0218  COUNTRY     -  US
 FJ0218  USGS QUAD   -  KENDRICK (2018)
 FJ0218
 FJ0218                         *CURRENT SURVEY CONTROL
 FJ0218  ______________________________________________________________________
 FJ0218* NAD 83(1986) POSITION- 35 47 40.     (N) 096 46 08.     (W)   SCALED
 FJ0218* NAVD 88 ORTHO HEIGHT -   256.01  (+/-2cm)      839.9   (feet) VERTCON3
 FJ0218  ______________________________________________________________________
 FJ0218  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 FJ0218  VERT ORDER      -  ? (See Below)
 FJ0218
 FJ0218.The horizontal coordinates were scaled from a map and have
 FJ0218.an estimated accuracy of +/- 6 seconds.
 FJ0218
 FJ0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0218
 FJ0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0218.GEOID18 height accuracy estimate available here.
 FJ0218
 FJ0218.The vertical order pertains to the NGVD 29 superseded value.
 FJ0218
 FJ0218.Click photographs - Photos may exist for this station.
 FJ0218
 FJ0218;                    North         East    Units  Estimated Accuracy
 FJ0218;SPC OK N     -    88,850.      711,280.      MT  (+/- 180 meters Scaled)
 FJ0218
 FJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE016634(NAD 83)
 FJ0218
 FJ0218                          SUPERSEDED SURVEY CONTROL
 FJ0218
 FJ0218  NGVD 29 (??/??/92)  255.908  (m)          839.59   (f) ADJ UNCH       
 FJ0218
 FJ0218.Superseded values are not recommended for survey control.
 FJ0218
 FJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0218.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0218
 FJ0218_MARKER: B = BOLT
 FJ0218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0218_SP_SET: CULVERT HEADWALL
 FJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0218+STABILITY: SURFACE MOTION
 FJ0218
 FJ0218  HISTORY     - Date     Condition        Report By
 FJ0218  HISTORY     - UNK      MONUMENTED
 FJ0218  HISTORY     - 1934     GOOD             CGS
 FJ0218
 FJ0218                          STATION DESCRIPTION
 FJ0218
 FJ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0218'0.8 MI N FROM KENDRICK.
 FJ0218'ABOUT 0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0218'RAILWAY FROM THE STATION AT KENDRICK, LINCOLN COUNTY, AT CONCRETE
 FJ0218'CULVERT 96A, AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.
 FJ0218'THE TOP OF A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0212 ***********************************************************************
 FJ0212  DESIGNATION -  840
 FJ0212  PID         -  FJ0212
 FJ0212  STATE/COUNTY-  OK/LINCOLN
 FJ0212  COUNTRY     -  US
 FJ0212  USGS QUAD   -  DAVENPORT (2018)
 FJ0212
 FJ0212                         *CURRENT SURVEY CONTROL
 FJ0212  ______________________________________________________________________
 FJ0212* NAD 83(1986) POSITION- 35 42 08.     (N) 096 46 13.     (W)   SCALED
 FJ0212* NAVD 88 ORTHO HEIGHT -   255.783 (meters)      839.18  (feet) ADJUSTED
 FJ0212  ______________________________________________________________________
 FJ0212  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 FJ0212  DYNAMIC HEIGHT  -        255.545 (meters)      838.40  (feet) COMP
 FJ0212  MODELED GRAVITY -    979,696.9   (mgal)                       NAVD 88
 FJ0212
 FJ0212  VERT ORDER      -  SECOND    CLASS 0
 FJ0212
 FJ0212.The horizontal coordinates were scaled from a map and have
 FJ0212.an estimated accuracy of +/- 6 seconds.
 FJ0212
 FJ0212.The orthometric height was determined by differential leveling and
 FJ0212.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0212.in June 1991.
 FJ0212
 FJ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0212.GEOID18 height accuracy estimate available here.
 FJ0212
 FJ0212.Click photographs - Photos may exist for this station.
 FJ0212
 FJ0212.The dynamic height is computed by dividing the NAVD 88
 FJ0212.geopotential number by the normal gravity value computed on the
 FJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0212.degrees latitude (g = 980.6199 gals.).
 FJ0212
 FJ0212.The modeled gravity was interpolated from observed gravity values.
 FJ0212
 FJ0212;                    North         East    Units  Estimated Accuracy
 FJ0212;SPC OK N     -    78,620.      711,290.      MT  (+/- 180 meters Scaled)
 FJ0212
 FJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE017532(NAD 83)
 FJ0212
 FJ0212                          SUPERSEDED SURVEY CONTROL
 FJ0212
 FJ0212  NGVD 29 (??/??/92)  255.685  (m)          838.86   (f) ADJ UNCH    2 0
 FJ0212
 FJ0212.Superseded values are not recommended for survey control.
 FJ0212
 FJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0212.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0212
 FJ0212_MARKER: P = PIPE CAP
 FJ0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0212_STAMPING: 40 840 ADJ 1903
 FJ0212_MARK LOGO: USGS
 FJ0212_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0212
 FJ0212  HISTORY     - Date     Condition        Report By
 FJ0212  HISTORY     - 1905     MONUMENTED       USGS
 FJ0212  HISTORY     - 1934     GOOD             CGS
 FJ0212
 FJ0212                          STATION DESCRIPTION
 FJ0212
 FJ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0212'IN DAVENPORT.
 FJ0212'IN THE TOWN OF DAVENPORT, AT CROSSING OF ST. LOUIS AND SAN FRANCISCO
 FJ0212'RY. AND ATCHISON, TOPEKA AND SANTA FE RY., 50 FEET NORTH OF S.L.
 FJ0212'AND S.F. RY., 50 FEET WEST OF A.T. AND S.F. RY., 15 FEET BELOW
 FJ0212'LEVEL OF S.L. AND S.F. RY. TRACK, IRON POST SET AT NORTHWEST CORNER
 FJ0212'OF S.L. AND S.F. RY. OVERPASS OVER A.T. AND S.F. RY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0022 ***********************************************************************
 FJ0022  DESIGNATION -  843
 FJ0022  PID         -  FJ0022
 FJ0022  STATE/COUNTY-  OK/CREEK
 FJ0022  COUNTRY     -  US
 FJ0022  USGS QUAD   -  HEYBURN RESERVOIR (2018)
 FJ0022
 FJ0022                         *CURRENT SURVEY CONTROL
 FJ0022  ______________________________________________________________________
 FJ0022* NAD 83(1986) POSITION- 35 52 32.     (N) 096 20 43.     (W)   SCALED
 FJ0022* NAVD 88 ORTHO HEIGHT -   256.882 (meters)      842.79  (feet) ADJUSTED
 FJ0022  ______________________________________________________________________
 FJ0022  GEOID HEIGHT    -        -28.430 (meters)                     GEOID18
 FJ0022  DYNAMIC HEIGHT  -        256.652 (meters)      842.03  (feet) COMP
 FJ0022  MODELED GRAVITY -    979,728.9   (mgal)                       NAVD 88
 FJ0022
 FJ0022  VERT ORDER      -  SECOND    CLASS 0
 FJ0022
 FJ0022.The horizontal coordinates were scaled from a map and have
 FJ0022.an estimated accuracy of +/- 6 seconds.
 FJ0022
 FJ0022.The orthometric height was determined by differential leveling and
 FJ0022.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0022.in June 1991.
 FJ0022
 FJ0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0022.GEOID18 height accuracy estimate available here.
 FJ0022
 FJ0022.Click photographs - Photos may exist for this station.
 FJ0022
 FJ0022.The dynamic height is computed by dividing the NAVD 88
 FJ0022.geopotential number by the normal gravity value computed on the
 FJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0022.degrees latitude (g = 980.6199 gals.).
 FJ0022
 FJ0022.The modeled gravity was interpolated from observed gravity values.
 FJ0022
 FJ0022;                    North         East    Units  Estimated Accuracy
 FJ0022;SPC OK N     -    98,420.      749,420.      MT  (+/- 180 meters Scaled)
 FJ0022
 FJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE396734(NAD 83)
 FJ0022
 FJ0022                          SUPERSEDED SURVEY CONTROL
 FJ0022
 FJ0022  NGVD 29 (??/??/92)  256.767  (m)          842.41   (f) ADJ UNCH    2 0
 FJ0022
 FJ0022.Superseded values are not recommended for survey control.
 FJ0022
 FJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0022.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0022
 FJ0022_MARKER: DB = BENCH MARK DISK
 FJ0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0022_SP_SET: CULVERT HEADWALL
 FJ0022_STAMPING: 843
 FJ0022_MARK LOGO: USGS
 FJ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0022+STABILITY: SURFACE MOTION
 FJ0022
 FJ0022  HISTORY     - Date     Condition        Report By
 FJ0022  HISTORY     - UNK      MONUMENTED       USGS
 FJ0022  HISTORY     - 1934     GOOD             CGS
 FJ0022
 FJ0022                          STATION DESCRIPTION
 FJ0022
 FJ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0022'4 MI NE FROM BRISTOW.
 FJ0022'4.0 MILES NORTHEAST OF, 4.7 MILES SOUTHWEST OF HEYBURN, CREEK
 FJ0022'COUNTY, OKLAHOMA, ALONG ST. LOUIS AND SAN FRANCISCO RAILROAD,
 FJ0022'OPPOSITE MILEPOST 455, 0.3 MILES SOUTHWEST OF PRIVATE ROAD CROSSING
 FJ0022'TRACK, 0.1 MILE SOUTHWEST OF WOODEN RAILROAD TRESTLE, 30 FEET
 FJ0022'NORTHWEST OF CENTER-LINE OF TRACK.  SET IN NORTHEAST END OF
 FJ0022'NORTHWEST CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT UNDER TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0153 ***********************************************************************
 GH0153  DESIGNATION -  848
 GH0153  PID         -  GH0153
 GH0153  STATE/COUNTY-  OK/PAWNEE
 GH0153  COUNTRY     -  US
 GH0153  USGS QUAD   -  CASEY (2018)
 GH0153
 GH0153                         *CURRENT SURVEY CONTROL
 GH0153  ______________________________________________________________________
 GH0153* NAD 83(1986) POSITION- 36 20 36.     (N) 096 42 35.     (W)   SCALED
 GH0153* NAVD 88 ORTHO HEIGHT -   258.337 (meters)      847.56  (feet) ADJUSTED
 GH0153  ______________________________________________________________________
 GH0153  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 GH0153  DYNAMIC HEIGHT  -        258.113 (meters)      846.83  (feet) COMP
 GH0153  MODELED GRAVITY -    979,761.4   (mgal)                       NAVD 88
 GH0153
 GH0153  VERT ORDER      -  SECOND    CLASS 0
 GH0153
 GH0153.The horizontal coordinates were scaled from a map and have
 GH0153.an estimated accuracy of +/- 6 seconds.
 GH0153
 GH0153.The orthometric height was determined by differential leveling and
 GH0153.adjusted by the NATIONAL GEODETIC SURVEY
 GH0153.in June 1991.
 GH0153
 GH0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0153.GEOID18 height accuracy estimate available here.
 GH0153
 GH0153.Click photographs - Photos may exist for this station.
 GH0153
 GH0153.The dynamic height is computed by dividing the NAVD 88
 GH0153.geopotential number by the normal gravity value computed on the
 GH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0153.degrees latitude (g = 980.6199 gals.).
 GH0153
 GH0153.The modeled gravity was interpolated from observed gravity values.
 GH0153
 GH0153;                    North         East    Units  Estimated Accuracy
 GH0153;SPC OK N     -   149,820.      715,820.      MT  (+/- 180 meters Scaled)
 GH0153
 GH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF055244(NAD 83)
 GH0153
 GH0153                          SUPERSEDED SURVEY CONTROL
 GH0153
 GH0153  NGVD 29 (??/??/92)  258.231  (m)          847.21   (f) ADJ UNCH    2 0
 GH0153
 GH0153.Superseded values are not recommended for survey control.
 GH0153
 GH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0153.See file dsdata.pdf to determine how the superseded data were derived.
 GH0153
 GH0153_MARKER: P = PIPE CAP
 GH0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0153_STAMPING: 848
 GH0153_MARK LOGO: USGS
 GH0153_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0153
 GH0153  HISTORY     - Date     Condition        Report By
 GH0153  HISTORY     - 1905     MONUMENTED       USGS
 GH0153  HISTORY     - 1934     GOOD             CGS
 GH0153
 GH0153                          STATION DESCRIPTION
 GH0153
 GH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0153'2.7 MI S FROM SKEDEE.
 GH0153'2.7 MILES SOUTH OF AT AND SF RR DEPOT, AT SKEDEE 530 FEET NORTH
 GH0153'OF MILEPOST 55.  2300 FEET NORTH OF BLACK BEAR CREEK BRIDGE 55A.
 GH0153'92 FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 GH0153'RAILROAD.  8 FEET EAST OF THE RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0241 ***********************************************************************
 FJ0241  DESIGNATION -  850
 FJ0241  PID         -  FJ0241
 FJ0241  STATE/COUNTY-  OK/CREEK
 FJ0241  COUNTRY     -  US
 FJ0241  USGS QUAD   -  DEPEW (2018)
 FJ0241
 FJ0241                         *CURRENT SURVEY CONTROL
 FJ0241  ______________________________________________________________________
 FJ0241* NAD 83(1986) POSITION- 35 46 51.     (N) 096 33 06.     (W)   SCALED
 FJ0241* NAVD 88 ORTHO HEIGHT -   259.013 (meters)      849.78  (feet) ADJUSTED
 FJ0241  ______________________________________________________________________
 FJ0241  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 FJ0241  DYNAMIC HEIGHT  -        258.776 (meters)      849.00  (feet) COMP
 FJ0241  MODELED GRAVITY -    979,712.4   (mgal)                       NAVD 88
 FJ0241
 FJ0241  VERT ORDER      -  SECOND    CLASS 0
 FJ0241
 FJ0241.The horizontal coordinates were scaled from a map and have
 FJ0241.an estimated accuracy of +/- 6 seconds.
 FJ0241
 FJ0241.The orthometric height was determined by differential leveling and
 FJ0241.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0241.in June 1991.
 FJ0241
 FJ0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0241.GEOID18 height accuracy estimate available here.
 FJ0241
 FJ0241.Click photographs - Photos may exist for this station.
 FJ0241
 FJ0241.The dynamic height is computed by dividing the NAVD 88
 FJ0241.geopotential number by the normal gravity value computed on the
 FJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0241.degrees latitude (g = 980.6199 gals.).
 FJ0241
 FJ0241.The modeled gravity was interpolated from observed gravity values.
 FJ0241
 FJ0241;                    North         East    Units  Estimated Accuracy
 FJ0241;SPC OK N     -    87,610.      730,940.      MT  (+/- 180 meters Scaled)
 FJ0241
 FJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE212624(NAD 83)
 FJ0241
 FJ0241                          SUPERSEDED SURVEY CONTROL
 FJ0241
 FJ0241  NGVD 29 (??/??/92)  258.904  (m)          849.42   (f) ADJ UNCH    2 0
 FJ0241
 FJ0241.Superseded values are not recommended for survey control.
 FJ0241
 FJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0241.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0241
 FJ0241_MARKER: DD = SURVEY DISK
 FJ0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0241_SP_SET: CULVERT WINGWALL
 FJ0241_STAMPING: 850
 FJ0241_MARK LOGO: USGS
 FJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0241+STABILITY: SURFACE MOTION
 FJ0241
 FJ0241  HISTORY     - Date     Condition        Report By
 FJ0241  HISTORY     - UNK      MONUMENTED       USGS
 FJ0241  HISTORY     - 1934     GOOD             CGS
 FJ0241
 FJ0241                          STATION DESCRIPTION
 FJ0241
 FJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0241'2 MI NE FROM MILFAY.
 FJ0241'2 MILES NORTHEAST AT ALONG SLSFRY 1200 FT. SOUTHWEST OF DIRT
 FJ0241'ROAD CROSSING, 120 FEET NORTHEAST OF M.P. 470, 30 FEET SOUTH
 FJ0241'OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 9 FEET BELOW
 FJ0241'LEVEL OF TRACK, BRONZE TABLET SET HORIZONTALLY IN SOUTHWEST
 FJ0241'SANDSTONE WINGWALL TO SANDSTONE CULVERT UNDER RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0129 ***********************************************************************
 GH0129  DESIGNATION -  862
 GH0129  PID         -  GH0129
 GH0129  STATE/COUNTY-  OK/PAWNEE
 GH0129  COUNTRY     -  US
 GH0129  USGS QUAD   -  CASEY (2018)
 GH0129
 GH0129                         *CURRENT SURVEY CONTROL
 GH0129  ______________________________________________________________________
 GH0129* NAD 83(1986) POSITION- 36 17 45.     (N) 096 42 37.     (W)   SCALED
 GH0129* NAVD 88 ORTHO HEIGHT -   262.584 (meters)      861.49  (feet) ADJUSTED
 GH0129  ______________________________________________________________________
 GH0129  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 GH0129  DYNAMIC HEIGHT  -        262.355 (meters)      860.74  (feet) COMP
 GH0129  MODELED GRAVITY -    979,754.3   (mgal)                       NAVD 88
 GH0129
 GH0129  VERT ORDER      -  SECOND    CLASS 0
 GH0129
 GH0129.The horizontal coordinates were scaled from a map and have
 GH0129.an estimated accuracy of +/- 6 seconds.
 GH0129
 GH0129.The orthometric height was determined by differential leveling and
 GH0129.adjusted by the NATIONAL GEODETIC SURVEY
 GH0129.in June 1991.
 GH0129
 GH0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0129.GEOID18 height accuracy estimate available here.
 GH0129
 GH0129.Click photographs - Photos may exist for this station.
 GH0129
 GH0129.The dynamic height is computed by dividing the NAVD 88
 GH0129.geopotential number by the normal gravity value computed on the
 GH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0129.degrees latitude (g = 980.6199 gals.).
 GH0129
 GH0129.The modeled gravity was interpolated from observed gravity values.
 GH0129
 GH0129;                    North         East    Units  Estimated Accuracy
 GH0129;SPC OK N     -   144,550.      715,840.      MT  (+/- 180 meters Scaled)
 GH0129
 GH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF056191(NAD 83)
 GH0129
 GH0129                          SUPERSEDED SURVEY CONTROL
 GH0129
 GH0129  NGVD 29 (??/??/92)  262.477  (m)          861.14   (f) ADJ UNCH    2 0
 GH0129
 GH0129.Superseded values are not recommended for survey control.
 GH0129
 GH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0129.See file dsdata.pdf to determine how the superseded data were derived.
 GH0129
 GH0129_MARKER: P = PIPE CAP
 GH0129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0129_STAMPING: 862
 GH0129_MARK LOGO: USGS
 GH0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0129
 GH0129  HISTORY     - Date     Condition        Report By
 GH0129  HISTORY     - UNK      MONUMENTED       USGS
 GH0129  HISTORY     - 1934     GOOD             CGS
 GH0129
 GH0129                          STATION DESCRIPTION
 GH0129
 GH0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0129'AT CASEY.
 GH0129'AT CASEY, PAWNEE COUNTY, 650 FEET EAST OF THE JUNCTION OF THE
 GH0129'ST. LOUIS-SAN FRANCISCO RAILWAY AND THE ATCHISON, TOPEKA AND
 GH0129'SANTA FE RAILWAY, 126 FEET NORTH OF THE CENTERLINE OF THE
 GH0129'ST. LOUIS-SAN FRANCISCO RAILWAY TRACK, 40 FEET EAST OF A
 GH0129'NORTH-AND-SOUTH SECTION-LINE ROAD, AND 5 FEET WEST OF THE
 GH0129'SECTION-LINE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GH0129'CAP, STAMPED 862 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 GH0129'PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0061 ***********************************************************************
 FJ0061  DESIGNATION -  863
 FJ0061  PID         -  FJ0061
 FJ0061  STATE/COUNTY-  OK/HUGHES
 FJ0061  COUNTRY     -  US
 FJ0061  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0061
 FJ0061                         *CURRENT SURVEY CONTROL
 FJ0061  ______________________________________________________________________
 FJ0061* NAD 83(1986) POSITION- 35 05 12.     (N) 096 24 07.     (W)   SCALED
 FJ0061* NAVD 88 ORTHO HEIGHT -   263.326 (meters)      863.93  (feet) ADJUSTED
 FJ0061  ______________________________________________________________________
 FJ0061  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 FJ0061  DYNAMIC HEIGHT  -        263.070 (meters)      863.09  (feet) COMP
 FJ0061  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 FJ0061
 FJ0061  VERT ORDER      -  SECOND    CLASS 0
 FJ0061
 FJ0061.The horizontal coordinates were scaled from a map and have
 FJ0061.an estimated accuracy of +/- 6 seconds.
 FJ0061
 FJ0061.The orthometric height was determined by differential leveling and
 FJ0061.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0061.in June 1991.
 FJ0061
 FJ0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0061.GEOID18 height accuracy estimate available here.
 FJ0061
 FJ0061.Click photographs - Photos may exist for this station.
 FJ0061
 FJ0061.The dynamic height is computed by dividing the NAVD 88
 FJ0061.geopotential number by the normal gravity value computed on the
 FJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0061.degrees latitude (g = 980.6199 gals.).
 FJ0061
 FJ0061.The modeled gravity was interpolated from observed gravity values.
 FJ0061
 FJ0061;                    North         East    Units  Estimated Accuracy
 FJ0061;SPC OK S     -   195,640.      745,720.      MT  (+/- 180 meters Scaled)
 FJ0061
 FJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD368857(NAD 83)
 FJ0061
 FJ0061                          SUPERSEDED SURVEY CONTROL
 FJ0061
 FJ0061  NGVD 29 (??/??/92)  263.211  (m)          863.55   (f) ADJ UNCH    2 0
 FJ0061
 FJ0061.Superseded values are not recommended for survey control.
 FJ0061
 FJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0061.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0061
 FJ0061_MARKER: P = PIPE CAP
 FJ0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0061_STAMPING: 863
 FJ0061_MARK LOGO: USGS
 FJ0061_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0061
 FJ0061  HISTORY     - Date     Condition        Report By
 FJ0061  HISTORY     - UNK      MONUMENTED       USGS
 FJ0061  HISTORY     - 1934     GOOD             CGS
 FJ0061
 FJ0061                          STATION DESCRIPTION
 FJ0061
 FJ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0061'AT HOLDENVILLE.
 FJ0061'AT HOLDENVILLE AT THE NORTHWEST CORNER OF THE CHICAGO ROCK
 FJ0061'ISLAND AND PACIFIC RAILROAD FREIGHT DEPOT.  ABOUT 75 FEET WEST
 FJ0061'OF THE STATION BUILDING, 15 FEET NORTH OF THE TRACK.  TOP OF
 FJ0061'MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0163 ***********************************************************************
 GH0163  DESIGNATION -  865
 GH0163  PID         -  GH0163
 GH0163  STATE/COUNTY-  OK/PAWNEE
 GH0163  COUNTRY     -  US
 GH0163  USGS QUAD   -  BLACKBURN (2018)
 GH0163
 GH0163                         *CURRENT SURVEY CONTROL
 GH0163  ______________________________________________________________________
 GH0163* NAD 83(1986) POSITION- 36 16 30.96   (N) 096 30 32.95   (W)   HD_HELD1
 GH0163* NAVD 88 ORTHO HEIGHT -   263.605 (meters)      864.84  (feet) ADJUSTED
 GH0163  ______________________________________________________________________
 GH0163  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 GH0163  DYNAMIC HEIGHT  -        263.377 (meters)      864.10  (feet) COMP
 GH0163  MODELED GRAVITY -    979,762.7   (mgal)                       NAVD 88
 GH0163
 GH0163  VERT ORDER      -  SECOND    CLASS 0
 GH0163
 GH0163.The horizontal coordinates were determined by differentially corrected
 GH0163.hand held GPS observations or other comparable positioning techniques
 GH0163.and have an estimated accuracy of +/- 3 meters.
 GH0163
 GH0163.The orthometric height was determined by differential leveling and
 GH0163.adjusted by the NATIONAL GEODETIC SURVEY
 GH0163.in June 1991.
 GH0163
 GH0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0163.GEOID18 height accuracy estimate available here.
 GH0163
 GH0163.Click photographs - Photos may exist for this station.
 GH0163
 GH0163.The dynamic height is computed by dividing the NAVD 88
 GH0163.geopotential number by the normal gravity value computed on the
 GH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0163.degrees latitude (g = 980.6199 gals.).
 GH0163
 GH0163.The modeled gravity was interpolated from observed gravity values.
 GH0163
 GH0163;                    North         East    Units  Estimated Accuracy
 GH0163;SPC OK N     -   142,523.3     733,939.3     MT  (+/- 3 meters HH1 GPS) 
 GH0163
 GH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2373217358(NAD 83)
 GH0163
 GH0163                          SUPERSEDED SURVEY CONTROL
 GH0163
 GH0163  NGVD 29 (??/??/92)  263.499  (m)          864.50   (f) ADJ UNCH    2 0
 GH0163
 GH0163.Superseded values are not recommended for survey control.
 GH0163
 GH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0163.See file dsdata.pdf to determine how the superseded data were derived.
 GH0163
 GH0163_MARKER: P = PIPE CAP
 GH0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0163_STAMPING: OKLA 865
 GH0163_MARK LOGO: USGS
 GH0163_PROJECTION: PROJECTING 38 CENTIMETERS
 GH0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0163+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2024
 GH0163
 GH0163  HISTORY     - Date     Condition        Report By
 GH0163  HISTORY     - 1912     MONUMENTED       USGS
 GH0163  HISTORY     - 1934     GOOD             CGS
 GH0163  HISTORY     - 20220209 GOOD             OKDOT
 GH0163  HISTORY     - 20241205 GOOD             SAMINC
 GH0163
 GH0163                          STATION DESCRIPTION
 GH0163
 GH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0163'3.6 MI SW FROM CLEVELAND.
 GH0163'3.6 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0163'FROM THE STATION AT CLEVELAND, PAWNEE COUNTY, 900 FEET NORTH OF
 GH0163'MILEPOST 252, AT A GRAVEL-ROAD CROSSING, 125 FEET SOUTH OF
 GH0163'THE CENTERLINE OF THE ROAD, 51 FEET EAST OF THE CENTERLINE
 GH0163'OF THE TRACK, AND 40 FEET SOUTHEAST OF POLE 2993.  A UNITED
 GH0163'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OKLA. 865 AND
 GH0163'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GH0163
 GH0163                          STATION RECOVERY (2022)
 GH0163
 GH0163'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0163'RECOVERED IN GOOD CONDITION.
 GH0163
 GH0163                          STATION RECOVERY (2024)
 GH0163
 GH0163'RECOVERY NOTE BY SURVEYING AND MAPPING, INC. 2024 (MS)
 GH0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0201 ***********************************************************************
 FJ0201  DESIGNATION -  866
 FJ0201  PID         -  FJ0201
 FJ0201  STATE/COUNTY-  OK/LINCOLN
 FJ0201  COUNTRY     -  US
 FJ0201  USGS QUAD   -  MEEKER (2018)
 FJ0201
 FJ0201                         *CURRENT SURVEY CONTROL
 FJ0201  ______________________________________________________________________
 FJ0201* NAD 83(1986) POSITION- 35 30 29.     (N) 096 53 57.     (W)   SCALED
 FJ0201* NAVD 88 ORTHO HEIGHT -   263.479 (meters)      864.43  (feet) ADJUSTED
 FJ0201  ______________________________________________________________________
 FJ0201  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 FJ0201  DYNAMIC HEIGHT  -        263.230 (meters)      863.61  (feet) COMP
 FJ0201  MODELED GRAVITY -    979,685.4   (mgal)                       NAVD 88
 FJ0201
 FJ0201  VERT ORDER      -  SECOND    CLASS 0
 FJ0201
 FJ0201.The horizontal coordinates were scaled from a map and have
 FJ0201.an estimated accuracy of +/- 6 seconds.
 FJ0201
 FJ0201.The orthometric height was determined by differential leveling and
 FJ0201.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0201.in June 1991.
 FJ0201
 FJ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0201.GEOID18 height accuracy estimate available here.
 FJ0201
 FJ0201.Click photographs - Photos may exist for this station.
 FJ0201
 FJ0201.The dynamic height is computed by dividing the NAVD 88
 FJ0201.geopotential number by the normal gravity value computed on the
 FJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0201.degrees latitude (g = 980.6199 gals.).
 FJ0201
 FJ0201.The modeled gravity was interpolated from observed gravity values.
 FJ0201
 FJ0201;                    North         East    Units  Estimated Accuracy
 FJ0201;SPC OK N     -    56,940.      699,870.      MT  (+/- 180 meters Scaled)
 FJ0201
 FJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE905314(NAD 83)
 FJ0201
 FJ0201                          SUPERSEDED SURVEY CONTROL
 FJ0201
 FJ0201  NGVD 29 (??/??/92)  263.394  (m)          864.15   (f) ADJ UNCH    2 0
 FJ0201
 FJ0201.Superseded values are not recommended for survey control.
 FJ0201
 FJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0201.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0201
 FJ0201_MARKER: DB = BENCH MARK DISK
 FJ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0201_STAMPING: 866 ADJ 1903
 FJ0201_MARK LOGO: USGS
 FJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0201+STABILITY: SURFACE MOTION
 FJ0201
 FJ0201  HISTORY     - Date     Condition        Report By
 FJ0201  HISTORY     - 1905     MONUMENTED       USGS
 FJ0201  HISTORY     - 1934     GOOD             CGS
 FJ0201  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0201
 FJ0201                          STATION DESCRIPTION
 FJ0201
 FJ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0201'0.3 MI N FROM MEEKER.
 FJ0201'0.3 MILES NORTH OF ATSF IN THE TOP OF STONE MILEPOST 119.  22
 FJ0201'FEET WEST OF THE CENTER LINE OF ATCHISON TOPEKA AND SANTA FE
 FJ0201'RAILROAD.
 FJ0201
 FJ0201                          STATION RECOVERY (1984)
 FJ0201
 FJ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0201'NOT RECOVERED THIS DATE, PROBABLY TAKEN OUT WHEN RAILROAD WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0333 ***********************************************************************
 EL0333  DESIGNATION -  871
 EL0333  PID         -  EL0333
 EL0333  STATE/COUNTY-  OK/GARVIN
 EL0333  COUNTRY     -  US
 EL0333  USGS QUAD   -  PAULS VALLEY (2018)
 EL0333
 EL0333                         *CURRENT SURVEY CONTROL
 EL0333  ______________________________________________________________________
 EL0333* NAD 83(1986) POSITION- 34 44 28.53   (N) 097 13 07.65   (W)   HD_HELD1
 EL0333* NAVD 88 ORTHO HEIGHT -   266.354 (meters)      873.86  (feet) ADJUSTED
 EL0333  ______________________________________________________________________
 EL0333  GEOID HEIGHT    -        -25.552 (meters)                     GEOID18
 EL0333  DYNAMIC HEIGHT  -        266.096 (meters)      873.02  (feet) COMP
 EL0333  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 EL0333
 EL0333  VERT ORDER      -  SECOND    CLASS 0
 EL0333
 EL0333.The horizontal coordinates were determined by differentially corrected
 EL0333.hand held GPS observations or other comparable positioning techniques
 EL0333.and have an estimated accuracy of +/- 3 meters.
 EL0333
 EL0333.The orthometric height was determined by differential leveling and
 EL0333.adjusted by the NATIONAL GEODETIC SURVEY
 EL0333.in June 1991.
 EL0333
 EL0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0333.GEOID18 height accuracy estimate available here.
 EL0333
 EL0333.Click photographs - Photos may exist for this station.
 EL0333
 EL0333.The dynamic height is computed by dividing the NAVD 88
 EL0333.geopotential number by the normal gravity value computed on the
 EL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0333.degrees latitude (g = 980.6199 gals.).
 EL0333
 EL0333.The modeled gravity was interpolated from observed gravity values.
 EL0333
 EL0333;                    North         East    Units  Estimated Accuracy
 EL0333;SPC OK S     -   156,449.1     671,533.8     MT  (+/- 3 meters HH1 GPS) 
 EL0333
 EL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6305745794(NAD 83)
 EL0333
 EL0333                          SUPERSEDED SURVEY CONTROL
 EL0333
 EL0333  NGVD 29 (??/??/92)  266.284  (m)          873.63   (f) ADJ UNCH    2 0
 EL0333
 EL0333.Superseded values are not recommended for survey control.
 EL0333
 EL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0333.See file dsdata.pdf to determine how the superseded data were derived.
 EL0333
 EL0333_MARKER: DB = BENCH MARK DISK
 EL0333_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0333_SP_SET: BUILDING
 EL0333_STAMPING: 871
 EL0333_MARK LOGO: USGS
 EL0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0333+STABILITY: SURFACE MOTION
 EL0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0333+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 EL0333
 EL0333  HISTORY     - Date     Condition        Report By
 EL0333  HISTORY     - 1902     MONUMENTED       USGS
 EL0333  HISTORY     - 1934     GOOD             CGS
 EL0333  HISTORY     - 20040819 GOOD             USPSQD
 EL0333
 EL0333                          STATION DESCRIPTION
 EL0333
 EL0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0333'AT PAULS VALLEY.
 EL0333'AT PAULS VALLEY, SET VERTICALLY IN THE NORTHEAST CORNER OF THE
 EL0333'LELAND HOTEL, IN PAULS VALLEY, ON EAST PAUL AVENUE.  SET IN
 EL0333'THE EAST FACE OF THE WALL, ABOUT TWO FEET ABOVE THE GROUND,
 EL0333'ONE FOOT SOUTH OF THE CORNER.
 EL0333
 EL0333                          STATION RECOVERY (2004)
 EL0333
 EL0333'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 EL0333'HOTEL IS NOW VACANT AND ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0131 ***********************************************************************
 GH0131  DESIGNATION -  881
 GH0131  PID         -  GH0131
 GH0131  STATE/COUNTY-  OK/PAWNEE
 GH0131  COUNTRY     -  US
 GH0131  USGS QUAD   -  CASEY (2018)
 GH0131
 GH0131                         *CURRENT SURVEY CONTROL
 GH0131  ______________________________________________________________________
 GH0131* NAD 83(1986) POSITION- 36 16 42.     (N) 096 39 23.     (W)   SCALED
 GH0131* NAVD 88 ORTHO HEIGHT -   268.384 (meters)      880.52  (feet) ADJUSTED
 GH0131  ______________________________________________________________________
 GH0131  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GH0131  DYNAMIC HEIGHT  -        268.151 (meters)      879.76  (feet) COMP
 GH0131  MODELED GRAVITY -    979,759.0   (mgal)                       NAVD 88
 GH0131
 GH0131  VERT ORDER      -  SECOND    CLASS 0
 GH0131
 GH0131.The horizontal coordinates were scaled from a map and have
 GH0131.an estimated accuracy of +/- 6 seconds.
 GH0131
 GH0131.The orthometric height was determined by differential leveling and
 GH0131.adjusted by the NATIONAL GEODETIC SURVEY
 GH0131.in June 1991.
 GH0131
 GH0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0131.GEOID18 height accuracy estimate available here.
 GH0131
 GH0131.Click photographs - Photos may exist for this station.
 GH0131
 GH0131.The dynamic height is computed by dividing the NAVD 88
 GH0131.geopotential number by the normal gravity value computed on the
 GH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0131.degrees latitude (g = 980.6199 gals.).
 GH0131
 GH0131.The modeled gravity was interpolated from observed gravity values.
 GH0131
 GH0131;                    North         East    Units  Estimated Accuracy
 GH0131;SPC OK N     -   142,670.      720,710.      MT  (+/- 180 meters Scaled)
 GH0131
 GH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF104173(NAD 83)
 GH0131
 GH0131                          SUPERSEDED SURVEY CONTROL
 GH0131
 GH0131  NGVD 29 (??/??/92)  268.277  (m)          880.17   (f) ADJ UNCH    2 0
 GH0131
 GH0131.Superseded values are not recommended for survey control.
 GH0131
 GH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0131.See file dsdata.pdf to determine how the superseded data were derived.
 GH0131
 GH0131_MARKER: P = PIPE CAP
 GH0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0131_STAMPING: 881
 GH0131_MARK LOGO: USGS
 GH0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0131
 GH0131  HISTORY     - Date     Condition        Report By
 GH0131  HISTORY     - UNK      MONUMENTED       USGS
 GH0131  HISTORY     - 1934     GOOD             CGS
 GH0131
 GH0131                          STATION DESCRIPTION
 GH0131
 GH0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0131'3.6 MI W FROM CASEY.
 GH0131'3.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0131'THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT
 GH0131'CASEY, PAWNEE COUNTY, 120 FEET SOUTH OF THE FOURTH POLE WEST OF
 GH0131'MILEPOST 468, AT A ROAD CROSSING, 75 FEET SOUTH OF THE CENTERLINE
 GH0131'OF THE TRACK, 30 FEET EAST OF THE NORTH-AND-SOUTH SECTION-LINE
 GH0131'ROAD, AND 3 FEET SOUTHWEST OF A FENCE CORNER.  A UNITED STATES
 GH0131'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 881 AND RIVETED ON THE
 GH0131'TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7910 ***********************************************************************
 DR7910  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7910  DESIGNATION -  883 DUCKPOND
 DR7910  PID         -  DR7910
 DR7910  STATE/COUNTY-  OK/TULSA
 DR7910  COUNTRY     -  US
 DR7910  USGS QUAD   -  JENKS (2019)
 DR7910
 DR7910                         *CURRENT SURVEY CONTROL
 DR7910  ______________________________________________________________________
 DR7910* NAD 83(2011) POSITION- 36 02 45.83608(N) 095 55 27.47504(W)   ADJUSTED
 DR7910* NAD 83(2011) ELLIP HT-   189.532 (meters)        (01/20/22)   ADJUSTED
 DR7910* NAD 83(2011) EPOCH   -  2010.00
 DR7910* NAVD 88 ORTHO HEIGHT -   218.55  (meters)      717.0   (feet) GPS OBS
 DR7910  ______________________________________________________________________
 DR7910  GEOID HEIGHT    -        -28.989 (meters)                     GEOID18
 DR7910  NAD 83(2011) X  -   -532,910.867 (meters)                     COMP
 DR7910  NAD 83(2011) Y  - -5,135,570.280 (meters)                     COMP
 DR7910  NAD 83(2011) Z  -  3,732,437.213 (meters)                     COMP
 DR7910  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DR7910
 DR7910  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7910  Standards:
 DR7910         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7910            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7910  -------------------------------------------------------------------
 DR7910  NETWORK    0.46   0.82           0.20   0.17   0.42      0.08663548
 DR7910  -------------------------------------------------------------------
 DR7910  Click here for local accuracies and other accuracy information.
 DR7910
 DR7910.The horizontal coordinates were established by GPS observations
 DR7910.and adjusted by the CITY OF TULSA in January 2022.
 DR7910
 DR7910.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7910.been affixed to the stable North American tectonic plate. See 
 DR7910.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7910
 DR7910.The horizontal coordinates are valid at the epoch date displayed above
 DR7910.which is a decimal equivalence of Year/Month/Day.
 DR7910
 DR7910.The orthometric height was determined by GPS observations and a
 DR7910.high-resolution geoid model using precise GPS observation and
 DR7910.processing techniques.
 DR7910
 DR7910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7910.GEOID18 height accuracy estimate available here.
 DR7910
 DR7910.Click photographs - Photos may exist for this station.
 DR7910
 DR7910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7910
 DR7910.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7910
 DR7910.The ellipsoidal height was determined by GPS observations
 DR7910.and is referenced to NAD 83.
 DR7910
 DR7910. The following values were computed from the NAD 83(2011) position.
 DR7910
 DR7910;                    North         East     Units Scale Factor Converg.
 DR7910;SPC OK N     -   118,063.018   787,019.946   MT  0.99994764   +1 13 29.9
 DR7910;SPC OK N     -   387,345.08  2,582,081.27   sFT  0.99994764   +1 13 29.9
 DR7910;UTM  15      - 3,993,015.792   236,557.817   MT  1.00045524   -1 43 18.3
 DR7910;UTM  14      - 3,993,436.539   777,085.609   MT  1.00054613   +1 48 39.6
 DR7910
 DR7910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7910!SPC OK N     -   0.99997025  x   0.99994764  =   0.99991790
 DR7910!UTM  15      -   0.99997025  x   1.00045524  =   1.00042548
 DR7910!UTM  14      -   0.99997025  x   1.00054613  =   1.00051637
 DR7910
 DR7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3655793015(NAD 83)
 DR7910
 DR7910                          SUPERSEDED SURVEY CONTROL
 DR7910
 DR7910.No superseded survey control is available for this station.
 DR7910
 DR7910_MARKER: DV = VERTICAL CONTROL DISK
 DR7910_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR7910_SP_SET: SET ON REBAR ANCHORED INTO WALL
 DR7910_STAMPING: 883 DUCKPOND 2017
 DR7910_MARK LOGO: COTOK
 DR7910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR7910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7910+STABILITY: SURFACE MOTION
 DR7910
 DR7910  HISTORY     - Date     Condition        Report By
 DR7910  HISTORY     - 20170621 MONUMENTED       COTOK
 DR7910  HISTORY     - 20210105 GOOD             COTOK
 DR7910
 DR7910                          STATION DESCRIPTION
 DR7910
 DR7910'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7910'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 DR7910'BIXBY, 7.5 MI (12.1 KM) WEST OF BROKEN ARROW AND 2.9 MI (4.7 KM)
 DR7910'EAST-NORTHEAST OF JENKS.
 DR7910'
 DR7910'TO REACH FROM THE INTERSECTION OF SOUTH YALE AVENUE AND EAST 81ST
 DR7910'STREET PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DR7910'
 DR7910'IT IS 55.1 FT (16.8 M) SOUTH-SOUTHEAST OF A CHISELED X IN THE CENTER
 DR7910'OF THE SIDEWALK, 54.9 FT (16.7 M) SOUTH-SOUTHWEST OF A CHISELED X IN
 DR7910'THE CENTER OF THE SIDEWALK, 44.5 FT (13.6 M) SOUTH OF A SANITARY SEWER
 DR7910'MANHOLE, 21.6 FT (6.6 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 DR7910'CHAIN LINK FENCE AROUND ELECTRIC BOX, 20.1 FT (6.1 M) NORTHEAST OF THE
 DR7910'SOUTHEASTERN END OF THE HEADWALL SET IN THE TOP OF A 12-IN (30 CM)
 DR7910'ROUND CONCRETE POST AND ABOUT 0.3 FT (9 CM) LOWER THAN THE GROUND. THE
 DR7910'STATION IS ANCHORED INTO A LARGE REINFORCED CONCRETE BOX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0059 ***********************************************************************
 FJ0059  DESIGNATION -  883.20
 FJ0059  PID         -  FJ0059
 FJ0059  STATE/COUNTY-  OK/HUGHES
 FJ0059  COUNTRY     -  US
 FJ0059  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0059
 FJ0059                         *CURRENT SURVEY CONTROL
 FJ0059  ______________________________________________________________________
 FJ0059* NAD 83(1986) POSITION- 35 05 01.     (N) 096 24 06.     (W)   SCALED
 FJ0059* NAVD 88 ORTHO HEIGHT -   269.483 (meters)      884.13  (feet) ADJUSTED
 FJ0059  ______________________________________________________________________
 FJ0059  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 FJ0059  DYNAMIC HEIGHT  -        269.222 (meters)      883.27  (feet) COMP
 FJ0059  MODELED GRAVITY -    979,657.1   (mgal)                       NAVD 88
 FJ0059
 FJ0059  VERT ORDER      -  SECOND    CLASS 0
 FJ0059
 FJ0059.The horizontal coordinates were scaled from a map and have
 FJ0059.an estimated accuracy of +/- 6 seconds.
 FJ0059
 FJ0059.The orthometric height was determined by differential leveling and
 FJ0059.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0059.in June 1991.
 FJ0059
 FJ0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0059.GEOID18 height accuracy estimate available here.
 FJ0059
 FJ0059.Click photographs - Photos may exist for this station.
 FJ0059
 FJ0059.The dynamic height is computed by dividing the NAVD 88
 FJ0059.geopotential number by the normal gravity value computed on the
 FJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0059.degrees latitude (g = 980.6199 gals.).
 FJ0059
 FJ0059.The modeled gravity was interpolated from observed gravity values.
 FJ0059
 FJ0059;                    North         East    Units  Estimated Accuracy
 FJ0059;SPC OK S     -   195,310.      745,750.      MT  (+/- 180 meters Scaled)
 FJ0059
 FJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD368854(NAD 83)
 FJ0059
 FJ0059                          SUPERSEDED SURVEY CONTROL
 FJ0059
 FJ0059  NGVD 29 (??/??/92)  269.368  (m)          883.75   (f) ADJ UNCH    2 0
 FJ0059
 FJ0059.Superseded values are not recommended for survey control.
 FJ0059
 FJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0059.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0059
 FJ0059_MARKER: DD = SURVEY DISK
 FJ0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0059_SP_SET: RETAINING WALL
 FJ0059_STAMPING: 883.20
 FJ0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0059
 FJ0059  HISTORY     - Date     Condition        Report By
 FJ0059  HISTORY     - UNK      MONUMENTED
 FJ0059  HISTORY     - 1934     GOOD             CGS
 FJ0059  HISTORY     - 1969     GOOD             CGS
 FJ0059
 FJ0059                          STATION DESCRIPTION
 FJ0059
 FJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0059'AT HOLDENVILLE.
 FJ0059'AT HOLDENVILLE SET ON A RETAINING WALL AROUND SOUTHEAST SIDE
 FJ0059'OF HOLDENVILLE CITY HALL.  AT THE NORTHWEST CORNER OF MAIN
 FJ0059'AND NORTH CREEK STREETS.  6 FEET SOUTHEAST OF SOUTHEAST CORNER
 FJ0059'OF CITY HALL.
 FJ0059
 FJ0059                          STATION RECOVERY (1969)
 FJ0059
 FJ0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1282 ***********************************************************************
 FJ1282  DESIGNATION -  89 ADJ
 FJ1282  PID         -  FJ1282
 FJ1282  STATE/COUNTY-  OK/LINCOLN
 FJ1282  COUNTRY     -  US
 FJ1282  USGS QUAD   -  SPARKS (2018)
 FJ1282
 FJ1282                         *CURRENT SURVEY CONTROL
 FJ1282  ______________________________________________________________________
 FJ1282* NAD 83(1993) POSITION- 35 31 15.76073(N) 096 48 23.53515(W)   ADJUSTED
 FJ1282* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1282  ______________________________________________________________________
 FJ1282  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 FJ1282  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 FJ1282  HORZ ORDER      -  SECOND
 FJ1282
 FJ1282.The horizontal coordinates were established by classical geodetic methods
 FJ1282.and adjusted by the National Geodetic Survey in November 1994.
 FJ1282
 FJ1282.The orthometric height was scaled from a topographic map.
 FJ1282
 FJ1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1282.GEOID18 height accuracy estimate available here.
 FJ1282
 FJ1282.Click photographs - Photos may exist for this station.
 FJ1282
 FJ1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1282
 FJ1282. The following values were computed from the NAD 83(1993) position.
 FJ1282
 FJ1282;                    North         East     Units Scale Factor Converg.
 FJ1282;SPC OK N     -    58,477.069   708,252.076   MT  1.00000859   +0 42 15.5
 FJ1282;SPC OK N     -   191,853.52  2,323,657.02   sFT  1.00000859   +0 42 15.5
 FJ1282;SPC OK S     -   243,323.208   708,258.877   MT  1.00006953   +0 40 38.7
 FJ1282;SPC OK S     -   798,302.89  2,323,679.33   sFT  1.00006953   +0 40 38.7
 FJ1282;UTM  14      - 3,933,040.038   698,895.929   MT  1.00008752   +1 16 29.4
 FJ1282
 FJ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1282!SPC OK N     -   0.99995410  x   1.00000859  =   0.99996269
 FJ1282!SPC OK S     -   0.99995410  x   1.00006953  =   1.00002363
 FJ1282!UTM  14      -   0.99995410  x   1.00008752  =   1.00004162
 FJ1282
 FJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9889533040(NAD 83)
 FJ1282
 FJ1282                          SUPERSEDED SURVEY CONTROL
 FJ1282
 FJ1282  NAD 83(1986)-  35 31 15.76704(N)    096 48 23.51532(W) AD(       ) 2
 FJ1282  NAD 27      -  35 31 15.51961(N)    096 48 22.44024(W) AD(       ) 2
 FJ1282
 FJ1282.Superseded values are not recommended for survey control.
 FJ1282
 FJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1282.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1282
 FJ1282_MARKER: P = PIPE CAP
 FJ1282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ1282_STAMPING: 89 ADJ 1903
 FJ1282_MARK LOGO: USGS
 FJ1282_PROJECTION: PROJECTING
 FJ1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1282
 FJ1282  HISTORY     - Date     Condition        Report By
 FJ1282  HISTORY     - 1905     MONUMENTED       USGS
 FJ1282  HISTORY     - 1957     GOOD             CGS
 FJ1282
 FJ1282                          STATION DESCRIPTION
 FJ1282
 FJ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1282'STATION IS ABOUT 6 MILES NORTHEAST OF MEEKER, IN THE NORTHEAST
 FJ1282'1/4 OF SECTION 18, T 12 N, R 5 E.
 FJ1282'
 FJ1282'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 FJ1282'89 ADJ 1903, BOLTED TO THE TOP OF A ROUND, IRON PIPE WHICH IS
 FJ1282'6 INCHES IN DIAMETER AND PROJECTS 10 INCHES.  IT IS 42 FEET
 FJ1282'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF CROSSROADS, 31
 FJ1282'FEET NORTH OF AN 18 INCH OAK TREE AND 1 FOOT WEST OF A FENCE
 FJ1282'CORNER.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM
 FJ1282'TRIANGULATION STATION SAND.  THE DISTANCE = 18.118 M. (59.44
 FJ1282'FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0038 ***********************************************************************
 GH0038  DESIGNATION -  890
 GH0038  PID         -  GH0038
 GH0038  STATE/COUNTY-  OK/OSAGE
 GH0038  COUNTRY     -  US
 GH0038  USGS QUAD   -  NELAGONEY (2018)
 GH0038
 GH0038                         *CURRENT SURVEY CONTROL
 GH0038  ______________________________________________________________________
 GH0038* NAD 83(1986) POSITION- 36 40 46.54   (N) 096 12 19.60   (W)   HD_HELD1
 GH0038* NAVD 88 ORTHO HEIGHT -   271.063 (meters)      889.31  (feet) ADJUSTED
 GH0038  ______________________________________________________________________
 GH0038  GEOID HEIGHT    -        -28.568 (meters)                     GEOID18
 GH0038  DYNAMIC HEIGHT  -        270.844 (meters)      888.59  (feet) COMP
 GH0038  MODELED GRAVITY -    979,816.3   (mgal)                       NAVD 88
 GH0038
 GH0038  VERT ORDER      -  SECOND    CLASS 0
 GH0038
 GH0038.The horizontal coordinates were determined by differentially corrected
 GH0038.hand held GPS observations or other comparable positioning techniques
 GH0038.and have an estimated accuracy of +/- 3 meters.
 GH0038
 GH0038.The orthometric height was determined by differential leveling and
 GH0038.adjusted by the NATIONAL GEODETIC SURVEY
 GH0038.in June 1991.
 GH0038
 GH0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0038.GEOID18 height accuracy estimate available here.
 GH0038
 GH0038.Click photographs - Photos may exist for this station.
 GH0038
 GH0038.The dynamic height is computed by dividing the NAVD 88
 GH0038.geopotential number by the normal gravity value computed on the
 GH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0038.degrees latitude (g = 980.6199 gals.).
 GH0038
 GH0038.The modeled gravity was interpolated from observed gravity values.
 GH0038
 GH0038;                    North         East    Units  Estimated Accuracy
 GH0038;SPC OK N     -   187,843.0     760,392.6     MT  (+/- 3 meters HH1 GPS) 
 GH0038
 GH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4971662969(NAD 83)
 GH0038
 GH0038                          SUPERSEDED SURVEY CONTROL
 GH0038
 GH0038  NGVD 29 (??/??/92)  270.946  (m)          888.93   (f) ADJ UNCH    2 0
 GH0038
 GH0038.Superseded values are not recommended for survey control.
 GH0038
 GH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0038.See file dsdata.pdf to determine how the superseded data were derived.
 GH0038
 GH0038_MARKER: DB = BENCH MARK DISK
 GH0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0038_STAMPING: 890
 GH0038_MARK LOGO: USGS
 GH0038_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0038
 GH0038  HISTORY     - Date     Condition        Report By
 GH0038  HISTORY     - UNK      MONUMENTED       USGS
 GH0038  HISTORY     - 1934     GOOD             CGS
 GH0038  HISTORY     - 1988     GOOD             USPSQD
 GH0038  HISTORY     - 1989     GOOD             USPSQD
 GH0038
 GH0038                          STATION DESCRIPTION
 GH0038
 GH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0038'4.4 MI NE FROM NELAGONY.
 GH0038'4.4 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0038'THE STATION AT NELAGONY, OSAGE COUNTY, 4.8 MILES SOUTHWEST OF
 GH0038'OKESA, AT THE NORTH END OF A CUT, 170 FEET WEST OF THE CENTERLINE
 GH0038'OF A MASONRY CULVERT, 125 FEET NORTHWEST OF THE CENTERLINE OF THE
 GH0038'TRACK, AND IN THE CENTER OF THE SLANTING TOP OF A 5-BY-4-FOOT
 GH0038'FLAT SANDSTONE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 GH0038'STANDARD CAP, STAMPED 890.
 GH0038
 GH0038                          STATION RECOVERY (1988)
 GH0038
 GH0038'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0038'RECOVERED IN GOOD CONDITION.
 GH0038
 GH0038                          STATION RECOVERY (1989)
 GH0038
 GH0038'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0247 ***********************************************************************
 FJ0247  DESIGNATION -  895
 FJ0247  PID         -  FJ0247
 FJ0247  STATE/COUNTY-  OK/LINCOLN
 FJ0247  COUNTRY     -  US
 FJ0247  USGS QUAD   -  STROUD SOUTH (2018)
 FJ0247
 FJ0247                         *CURRENT SURVEY CONTROL
 FJ0247  ______________________________________________________________________
 FJ0247* NAD 83(1986) POSITION- 35 44 48.     (N) 096 39 13.     (W)   SCALED
 FJ0247* NAVD 88 ORTHO HEIGHT -   272.401 (meters)      893.70  (feet) ADJUSTED
 FJ0247  ______________________________________________________________________
 FJ0247  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 FJ0247  DYNAMIC HEIGHT  -        272.150 (meters)      892.88  (feet) COMP
 FJ0247  MODELED GRAVITY -    979,705.4   (mgal)                       NAVD 88
 FJ0247
 FJ0247  VERT ORDER      -  SECOND    CLASS 0
 FJ0247
 FJ0247.The horizontal coordinates were scaled from a map and have
 FJ0247.an estimated accuracy of +/- 6 seconds.
 FJ0247
 FJ0247.The orthometric height was determined by differential leveling and
 FJ0247.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0247.in June 1991.
 FJ0247
 FJ0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0247.GEOID18 height accuracy estimate available here.
 FJ0247
 FJ0247.Click photographs - Photos may exist for this station.
 FJ0247
 FJ0247.The dynamic height is computed by dividing the NAVD 88
 FJ0247.geopotential number by the normal gravity value computed on the
 FJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0247.degrees latitude (g = 980.6199 gals.).
 FJ0247
 FJ0247.The modeled gravity was interpolated from observed gravity values.
 FJ0247
 FJ0247;                    North         East    Units  Estimated Accuracy
 FJ0247;SPC OK N     -    83,690.      721,780.      MT  (+/- 180 meters Scaled)
 FJ0247
 FJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE121583(NAD 83)
 FJ0247
 FJ0247                          SUPERSEDED SURVEY CONTROL
 FJ0247
 FJ0247  NGVD 29 (??/??/92)  272.294  (m)          893.35   (f) ADJ UNCH    2 0
 FJ0247
 FJ0247.Superseded values are not recommended for survey control.
 FJ0247
 FJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0247.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0247
 FJ0247_MARKER: P = PIPE CAP
 FJ0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0247_STAMPING: 70 895 ADJ 1903
 FJ0247_MARK LOGO: USGS
 FJ0247_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0247
 FJ0247  HISTORY     - Date     Condition        Report By
 FJ0247  HISTORY     - 1905     MONUMENTED       USGS
 FJ0247  HISTORY     - 1934     GOOD             CGS
 FJ0247  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0247
 FJ0247                          STATION DESCRIPTION
 FJ0247
 FJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0247'AT STROUD, ALONG S.L. AND S.F.RY. ABOUT 0.25 MILE EAST OF ST. LOUIS
 FJ0247'AND SAN FRANCISCO RY. STATION, 270 FEET NORTHEAST OF M.P. 477-10, 54.7
 FJ0247'FEET NORTH OF CENTERLINE OF MAIN LINE TRACK OF RAILROAD, 34 FEET WEST
 FJ0247'OF CENTERLINE OF HALF SECTION GRAVEL ROAD CROSSING.
 FJ0247
 FJ0247                          STATION RECOVERY (1973)
 FJ0247
 FJ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0446 ***********************************************************************
 FK0446  DESIGNATION -  9
 FK0446  PID         -  FK0446
 FK0446  STATE/COUNTY-  OK/GREER
 FK0446  COUNTRY     -  US
 FK0446  USGS QUAD   -  WILLOW (2018)
 FK0446
 FK0446                         *CURRENT SURVEY CONTROL
 FK0446  ______________________________________________________________________
 FK0446* NAD 83(1986) POSITION- 35 03 42.     (N) 099 30 02.     (W)   SCALED
 FK0446* NAVD 88 ORTHO HEIGHT -   535.134 (meters)     1755.69  (feet) ADJUSTED
 FK0446  ______________________________________________________________________
 FK0446  GEOID HEIGHT    -        -26.165 (meters)                     GEOID18
 FK0446  DYNAMIC HEIGHT  -        534.599 (meters)     1753.93  (feet) COMP
 FK0446  MODELED GRAVITY -    979,617.2   (mgal)                       NAVD 88
 FK0446
 FK0446  VERT ORDER      -  SECOND    CLASS 0
 FK0446
 FK0446.The horizontal coordinates were scaled from a map and have
 FK0446.an estimated accuracy of +/- 6 seconds.
 FK0446
 FK0446.The orthometric height was determined by differential leveling and
 FK0446.adjusted by the NATIONAL GEODETIC SURVEY
 FK0446.in June 1991.
 FK0446
 FK0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0446.GEOID18 height accuracy estimate available here.
 FK0446
 FK0446.Click photographs - Photos may exist for this station.
 FK0446
 FK0446.The dynamic height is computed by dividing the NAVD 88
 FK0446.geopotential number by the normal gravity value computed on the
 FK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0446.degrees latitude (g = 980.6199 gals.).
 FK0446
 FK0446.The modeled gravity was interpolated from observed gravity values.
 FK0446
 FK0446;                    North         East    Units  Estimated Accuracy
 FK0446;SPC OK S     -   192,730.      463,130.      MT  (+/- 180 meters Scaled)
 FK0446
 FK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD543799(NAD 83)
 FK0446
 FK0446                          SUPERSEDED SURVEY CONTROL
 FK0446
 FK0446  NGVD 29 (??/??/92)  534.942  (m)         1755.06   (f) ADJ UNCH    2 0
 FK0446
 FK0446.Superseded values are not recommended for survey control.
 FK0446
 FK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0446.See file dsdata.pdf to determine how the superseded data were derived.
 FK0446
 FK0446_MARKER: DD = SURVEY DISK
 FK0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0446_MARK LOGO: USACE
 FK0446_PROJECTION: FLUSH
 FK0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0446+STABILITY: SURFACE MOTION
 FK0446
 FK0446  HISTORY     - Date     Condition        Report By
 FK0446  HISTORY     - UNK      MONUMENTED       USACE
 FK0446  HISTORY     - 1961     GOOD             CGS
 FK0446
 FK0446                          STATION DESCRIPTION
 FK0446
 FK0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0446'0.8 MI N FROM WILLOW.
 FK0446'0.5 MILE EAST FROM THE RAILROAD DEPOT IN WILLOW, THENCE NORTH
 FK0446'0.8 MILE ON U.S. HIGHWAY 283, 60 FEET EAST OF THE CENTER OF THE
 FK0446'HIGHWAY, 70 FEET SOUTH OF A SURFACED ROAD, 15 FEET SOUTH OF A
 FK0446'FENCE, AND SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FK0446'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1116 ***********************************************************************
 GK1116  CBN         -  This is a Cooperative Base Network Control Station.
 GK1116  DESIGNATION -  9
 GK1116  PID         -  GK1116
 GK1116  STATE/COUNTY-  OK/BEAVER
 GK1116  COUNTRY     -  US
 GK1116  USGS QUAD   -  BALKO (2018)
 GK1116
 GK1116                         *CURRENT SURVEY CONTROL
 GK1116  ______________________________________________________________________
 GK1116* NAD 83(2011) POSITION- 36 39 35.42017(N) 100 43 14.75014(W)   ADJUSTED
 GK1116* NAD 83(2011) ELLIP HT-   836.835 (meters)        (06/27/12)   ADJUSTED
 GK1116* NAD 83(2011) EPOCH   -  2010.00
 GK1116* NAVD 88 ORTHO HEIGHT -   864.2   (meters)     2835.    (feet) GPS OBS
 GK1116  ______________________________________________________________________
 GK1116  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GK1116  GEOID HEIGHT    -        -27.316 (meters)                     GEOID96
 GK1116  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 GK1116  NAD 83(2011) X  -   -953,048.769 (meters)                     COMP
 GK1116  NAD 83(2011) Y  - -5,033,868.038 (meters)                     COMP
 GK1116  NAD 83(2011) Z  -  3,787,677.700 (meters)                     COMP
 GK1116  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 GK1116
 GK1116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GK1116  Standards:
 GK1116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GK1116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GK1116  -------------------------------------------------------------------
 GK1116  NETWORK    2.85   6.41           1.31   0.96   3.27     -0.03702415
 GK1116  -------------------------------------------------------------------
 GK1116  Click here for local accuracies and other accuracy information.
 GK1116
 GK1116.The horizontal coordinates were established by GPS observations
 GK1116.and adjusted by the National Geodetic Survey in June 2012.
 GK1116
 GK1116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GK1116.been affixed to the stable North American tectonic plate. See 
 GK1116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GK1116
 GK1116.The horizontal coordinates are valid at the epoch date displayed above
 GK1116.which is a decimal equivalence of Year/Month/Day.
 GK1116
 GK1116.The orthometric height was determined by GPS observations and a
 GK1116.high-resolution geoid model.
 GK1116
 GK1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1116.GEOID18 height accuracy estimate available here.
 GK1116
 GK1116.Click photographs - Photos may exist for this station.
 GK1116
 GK1116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1116
 GK1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1116
 GK1116.The ellipsoidal height was determined by GPS observations
 GK1116.and is referenced to NAD 83.
 GK1116
 GK1116. The following values were computed from the NAD 83(2011) position.
 GK1116
 GK1116;                    North         East     Units Scale Factor Converg.
 GK1116;SPC OK N     -   187,576.573   356,781.870   MT  0.99998225   -1 36 20.3
 GK1116;SPC OK N     -   615,407.47  1,170,541.85   sFT  0.99998225   -1 36 20.3
 GK1116;UTM  14      - 4,058,517.394   346,207.168   MT  0.99989140   -1 01 39.4
 GK1116
 GK1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1116!SPC OK N     -   0.99986869  x   0.99998225  =   0.99985094
 GK1116!UTM  14      -   0.99986869  x   0.99989140  =   0.99976010
 GK1116
 GK1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4620758517(NAD 83)
 GK1116
 GK1116                          SUPERSEDED SURVEY CONTROL
 GK1116
 GK1116  NAD 83(2007)-  36 39 35.42012(N)    100 43 14.75116(W) AD(2002.00) 0
 GK1116  ELLIP H (02/10/07)  836.859  (m)                       GP(2002.00)    
 GK1116  ELLIP H (04/16/01)  836.857  (m)                       GP(       ) 4 2
 GK1116  NAD 83(1993)-  36 39 35.42001(N)    100 43 14.75061(W) AD(       ) B
 GK1116  ELLIP H (05/09/94)  836.851  (m)                       GP(       ) 4 2
 GK1116  NAVD 88 (01/13/95)  864.2    (m)  UNKNOWN  model used  GPS OBS        
 GK1116  NAVD 88 (05/09/94)  864.2    (m)  GEOID93  model used  GPS OBS        
 GK1116
 GK1116.Superseded values are not recommended for survey control.
 GK1116
 GK1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1116.See file dsdata.pdf to determine how the superseded data were derived.
 GK1116
 GK1116_MARKER: DD = SURVEY DISK
 GK1116_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GK1116+WITH SETTING: INFORMATION.
 GK1116_STAMPING: 9 GDS 1972
 GK1116_MARK LOGO: USGS
 GK1116_PROJECTION: RECESSED 7 CENTIMETERS
 GK1116_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1116+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 GK1116
 GK1116  HISTORY     - Date     Condition        Report By
 GK1116  HISTORY     - 1972     MONUMENTED       USGS
 GK1116  HISTORY     - 19930517 GOOD             NGS
 GK1116
 GK1116                          STATION DESCRIPTION
 GK1116
 GK1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GK1116'STATION IS LOCATED IN THE EAST CENTRAL SECTION OF THE PANHANDLE, ABOUT
 GK1116'18 KM (11.20 MI) WEST-NORTHWEST OF ELMWOOD, 10 KM (6.20 MI) NORTHEAST
 GK1116'OF BRYANS CORNER, 5 KM (3.10 MI) NORTH OF STATE HIGHWAY 3, IN THE
 GK1116'SOUTHEAST ANGLE OF A DIRT CROSSROAD, ON THE RIGHT-OF-WAY, AT THE
 GK1116'NORTHWEST CORNER OF SECTION 8, T 2 N, R 22 N.  OWNERSHIP--OKLAHOMA
 GK1116'DEPARTMENT OF TRANSPORTATION.
 GK1116'TO REACH FROM THE JUNCTION OF US HIGHWAY 83 AND STATE HIGHWAY 3 AT
 GK1116'BRYANS CORNER, GO EAST ON HIGHWAY 3 FOR 8.76 KM (5.45 MI) TO THE
 GK1116'BALKO SCHOOL ON THE LEFT.  CONTINUE AHEAD FOR 0.93 KM (0.55 MI) TO A
 GK1116'DIRT CROSSROAD.  (THIS POINT IS ABOUT 17.5 KM (10.85 MI) WEST OF
 GK1116'ELMWOOD).  TURN LEFT, NORTH, ON DIRT ROAD FOR 4.85 KM (3.00 MI) TO A
 GK1116'CROSSROAD AND STATION ON THE RIGHT.
 GK1116'STATION MARK IS A DISK ON A ROD ENCASED IN A 10-CM PLASTIC SLEEVE 7 CM
 GK1116'BELOW GROUND IN WEEDS.  IT IS 12.5 M (41.0 FT) EAST OF, AND 0.5 M
 GK1116'(1.6 FT) LOWER THAN THE ROAD CENTER, 8.0 M (26.2 FT) SOUTH OF THE
 GK1116'ROAD CENTER, 2.3 M (7.5 FT) EAST-NORTHEAST OF A THREE-WAY UTILITY
 GK1116'POLE, 2.4 M (7.9 FT) EAST OF A FENCE CORNER POST, 0.4 M (1.3 FT)
 GK1116'NORTH OF A FENCE, 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST, 0.6 M
 GK1116'(2.0 FT) EAST OF A METAL WITNESS POST, AND 0.8 M (2.6 FT) WEST OF A
 GK1116'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0444 ***********************************************************************
 EL0444  DESIGNATION -  9 B
 EL0444  PID         -  EL0444
 EL0444  STATE/COUNTY-  OK/CARTER
 EL0444  COUNTRY     -  US
 EL0444  USGS QUAD   -  SPRINGER (2018)
 EL0444
 EL0444                         *CURRENT SURVEY CONTROL
 EL0444  ______________________________________________________________________
 EL0444* NAD 83(1986) POSITION- 34 18 02.     (N) 097 08 37.     (W)   SCALED
 EL0444* NAVD 88 ORTHO HEIGHT -   262.454 (meters)      861.07  (feet) ADJUSTED
 EL0444  ______________________________________________________________________
 EL0444  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 EL0444  DYNAMIC HEIGHT  -        262.185 (meters)      860.19  (feet) COMP
 EL0444  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 EL0444
 EL0444  VERT ORDER      -  SECOND    CLASS 0
 EL0444
 EL0444.The horizontal coordinates were scaled from a map and have
 EL0444.an estimated accuracy of +/- 6 seconds.
 EL0444
 EL0444.The orthometric height was determined by differential leveling and
 EL0444.adjusted by the NATIONAL GEODETIC SURVEY
 EL0444.in June 1991.
 EL0444
 EL0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0444.GEOID18 height accuracy estimate available here.
 EL0444
 EL0444.Click photographs - Photos may exist for this station.
 EL0444
 EL0444.The dynamic height is computed by dividing the NAVD 88
 EL0444.geopotential number by the normal gravity value computed on the
 EL0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0444.degrees latitude (g = 980.6199 gals.).
 EL0444
 EL0444.The modeled gravity was interpolated from observed gravity values.
 EL0444
 EL0444;                    North         East    Units  Estimated Accuracy
 EL0444;SPC OK S     -   107,620.      678,830.      MT  (+/- 180 meters Scaled)
 EL0444
 EL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC708970(NAD 83)
 EL0444
 EL0444                          SUPERSEDED SURVEY CONTROL
 EL0444
 EL0444  NGVD 29 (??/??/92)  262.396  (m)          860.88   (f) ADJ UNCH    2 0
 EL0444
 EL0444.Superseded values are not recommended for survey control.
 EL0444
 EL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0444.See file dsdata.pdf to determine how the superseded data were derived.
 EL0444
 EL0444_MARKER: Q = CHISELED SQUARE
 EL0444_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0444+WITH SETTING: PAVEMENT
 EL0444_SP_SET: FLAGPOLE BASE
 EL0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0444+STABILITY: SURFACE MOTION
 EL0444
 EL0444  HISTORY     - Date     Condition        Report By
 EL0444  HISTORY     - UNK      MONUMENTED       CGS
 EL0444  HISTORY     - 1945     GOOD             CGS
 EL0444
 EL0444                          STATION DESCRIPTION
 EL0444
 EL0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0444'0.8 MI S FROM SPRINGER.
 EL0444'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 EL0444'OFFICE AT SPRINGER, AT THE U.S. AIRWAY COMMUNICATION STATION,
 EL0444'63.0 FEET EAST OF THE CENTER LINE OF HIGHWAY, 33.0 FEET WEST
 EL0444'OF THE STATION BUILDING AND 1.0 FOOT SOUTHWEST OF THE FLAGPOLE.
 EL0444'A CHISELED SQUARE IN CONCRETE FLAGPOLE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0213 ***********************************************************************
 FK0213  DESIGNATION -  9 D
 FK0213  PID         -  FK0213
 FK0213  STATE/COUNTY-  OK/CUSTER
 FK0213  COUNTRY     -  US
 FK0213  USGS QUAD   -  CLINTON (2018)
 FK0213
 FK0213                         *CURRENT SURVEY CONTROL
 FK0213  ______________________________________________________________________
 FK0213* NAD 83(1986) POSITION- 35 30 52.42   (N) 098 58 02.14   (W)   HD_HELD1
 FK0213* NAVD 88 ORTHO HEIGHT -   477.190 (meters)     1565.58  (feet) ADJUSTED
 FK0213  ______________________________________________________________________
 FK0213  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 FK0213  DYNAMIC HEIGHT  -        476.712 (meters)     1564.01  (feet) COMP
 FK0213  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 FK0213
 FK0213  VERT ORDER      -  FIRST     CLASS II
 FK0213
 FK0213.The horizontal coordinates were determined by differentially corrected
 FK0213.hand held GPS observations or other comparable positioning techniques
 FK0213.and have an estimated accuracy of +/- 3 meters.
 FK0213
 FK0213.The orthometric height was determined by differential leveling and
 FK0213.adjusted by the NATIONAL GEODETIC SURVEY
 FK0213.in June 1991.
 FK0213
 FK0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0213.GEOID18 height accuracy estimate available here.
 FK0213
 FK0213.Click photographs - Photos may exist for this station.
 FK0213
 FK0213.The dynamic height is computed by dividing the NAVD 88
 FK0213.geopotential number by the normal gravity value computed on the
 FK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0213.degrees latitude (g = 980.6199 gals.).
 FK0213
 FK0213.The modeled gravity was interpolated from observed gravity values.
 FK0213
 FK0213;                    North         East    Units  Estimated Accuracy
 FK0213;SPC OK N     -    57,529.4     512,257.4     MT  (+/- 3 meters HH1 GPS) 
 FK0213
 FK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0296830108(NAD 83)
 FK0213
 FK0213                          SUPERSEDED SURVEY CONTROL
 FK0213
 FK0213  NGVD 29 (??/??/92)  476.983  (m)         1564.90   (f) ADJ UNCH    1 2
 FK0213
 FK0213.Superseded values are not recommended for survey control.
 FK0213
 FK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0213.See file dsdata.pdf to determine how the superseded data were derived.
 FK0213
 FK0213_MARKER: DD = SURVEY DISK
 FK0213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0213_SP_SET: CURB
 FK0213_STAMPING: 9 D 701 TT 1934
 FK0213_MARK LOGO: CGS+SS
 FK0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0213
 FK0213  HISTORY     - Date     Condition        Report By
 FK0213  HISTORY     - 1934     MONUMENTED       OKGS
 FK0213  HISTORY     - 1953     GOOD             CGS
 FK0213
 FK0213                          STATION DESCRIPTION
 FK0213
 FK0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0213'AT CLINTON.
 FK0213'AT CLINTON, AT THE INTERSECTION OF FRISCO AVENUE AND 6TH STREET,
 FK0213'17 FEET WEST OF THE CENTER LINE OF 6TH STREET, 8 FEET EAST OF THE
 FK0213'EAST SIDE OF THE CITY HALL, SET IN THE TOP OF THE WEST CONCRETE
 FK0213'CURB OF 6TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0673 ***********************************************************************
 GJ0673  DESIGNATION -  9 D 22 TT
 GJ0673  PID         -  GJ0673
 GJ0673  STATE/COUNTY-  OK/DEWEY
 GJ0673  COUNTRY     -  US
 GJ0673  USGS QUAD   -  MUTUAL (2018)
 GJ0673
 GJ0673                         *CURRENT SURVEY CONTROL
 GJ0673  ______________________________________________________________________
 GJ0673* NAD 83(1993) POSITION- 36 08 40.70768(N) 099 14 27.71308(W)   ADJUSTED
 GJ0673* NAVD 88 ORTHO HEIGHT -   358.87  (+/-2cm)     1177.4   (feet) VERTCON3
 GJ0673  ______________________________________________________________________
 GJ0673  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 GJ0673  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 GJ0673  HORZ ORDER      -  SECOND
 GJ0673  VERT ORDER      -  THIRD ? (See Below)
 GJ0673
 GJ0673.The horizontal coordinates were established by classical geodetic methods
 GJ0673.and adjusted by the National Geodetic Survey in November 1994.
 GJ0673
 GJ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0673
 GJ0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0673.GEOID18 height accuracy estimate available here.
 GJ0673
 GJ0673.The vertical order pertains to the NGVD 29 superseded value.
 GJ0673
 GJ0673.Click photographs - Photos may exist for this station.
 GJ0673
 GJ0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0673
 GJ0673. The following values were computed from the NAD 83(1993) position.
 GJ0673
 GJ0673;                    North         East     Units Scale Factor Converg.
 GJ0673;SPC OK N     -   127,714.949   488,317.849   MT  0.99994549   -0 43 56.6
 GJ0673;SPC OK N     -   419,011.46  1,602,089.48   sFT  0.99994549   -0 43 56.6
 GJ0673;UTM  14      - 4,000,018.353   478,316.131   MT  0.99960579   -0 08 31.8
 GJ0673
 GJ0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0673!SPC OK N     -   0.99994808  x   0.99994549  =   0.99989357
 GJ0673!UTM  14      -   0.99994808  x   0.99960579  =   0.99955389
 GJ0673
 GJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7831600018(NAD 83)
 GJ0673
 GJ0673                          SUPERSEDED SURVEY CONTROL
 GJ0673
 GJ0673  NAD 83(1986)-  36 08 40.71162(N)    099 14 27.70180(W) AD(       ) 2
 GJ0673  NAD 27      -  36 08 40.56026(N)    099 14 26.32646(W) AD(       ) 2
 GJ0673  NGVD 29 (07/19/86)  358.61   (m)         1176.5    (f) LEVELING    3  
 GJ0673
 GJ0673.Superseded values are not recommended for survey control.
 GJ0673
 GJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0673.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0673
 GJ0673_MARKER: DD = SURVEY DISK
 GJ0673_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0673_STAMPING: 9 D 22 TT 1934
 GJ0673_MARK LOGO: OKGS
 GJ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0673
 GJ0673  HISTORY     - Date     Condition        Report By
 GJ0673  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0673  HISTORY     - 1963     GOOD             OKGS
 GJ0673
 GJ0673                          STATION DESCRIPTION
 GJ0673
 GJ0673'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1963 (JCC)
 GJ0673'STATION IS LOCATED ABOUT 3-1/3 MILES EAST OF VICI, 1.7 MILES WEST
 GJ0673'OF SUNNYSIDE CEMETERY AND ON THE NORTH RIGHT-OF-WAY OF U. S. HIGHWAY
 GJ0673'60.  IT IS 0.9 MILE WEST OF TRIANGULATION STATION GALO 1963.
 GJ0673'
 GJ0673'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO EAST ON U. S.
 GJ0673'HIGHWAY 60 FOR 3.35 MILES TO A SIDE ROAD ON THE LEFT AND THE MARK IN
 GJ0673'THE NORTHEAST ANGLE OF THE INTERSECTION.
 GJ0673'
 GJ0673'THE MARK IS AN OKLAHOMA GEODETIC SURVEY DISK, STAMPED 9 D 22 TT 1934,
 GJ0673'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GJ0673'IT IS 88.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 80.0 FEET
 GJ0673'EAST OF THE CENTERLINE OF THE SIDE ROAD, 8.7 FEET WEST OF A POWER
 GJ0673'LINE POLE AND 3.5 FEET EAST OF A METAL WITNESS POST.
 GJ0673'
 GJ0673'THE STATION WAS NOT OCCUPIED BUT WAS INTERSECTED FROM STATIONS GALO
 GJ0673'1963, SCHRODER 1963 AND VICI 1963.
 GJ0673'
 GJ0673'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0138 ***********************************************************************
 GJ0138  DESIGNATION -  9 D 35
 GJ0138  PID         -  GJ0138
 GJ0138  STATE/COUNTY-  OK/DEWEY
 GJ0138  COUNTRY     -  US
 GJ0138  USGS QUAD   -  SEILING (2018)
 GJ0138
 GJ0138                         *CURRENT SURVEY CONTROL
 GJ0138  ______________________________________________________________________
 GJ0138* NAD 83(1986) POSITION- 36 07 47.00   (N) 098 57 20.70   (W)   HD_HELD1
 GJ0138* NAVD 88 ORTHO HEIGHT -   553.850 (meters)     1817.09  (feet) ADJUSTED
 GJ0138  ______________________________________________________________________
 GJ0138  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 GJ0138  DYNAMIC HEIGHT  -        553.316 (meters)     1815.34  (feet) COMP
 GJ0138  MODELED GRAVITY -    979,651.8   (mgal)                       NAVD 88
 GJ0138
 GJ0138  VERT ORDER      -  SECOND    CLASS 0
 GJ0138
 GJ0138.The horizontal coordinates were determined by differentially corrected
 GJ0138.hand held GPS observations or other comparable positioning techniques
 GJ0138.and have an estimated accuracy of +/- 3 meters.
 GJ0138
 GJ0138.The orthometric height was determined by differential leveling and
 GJ0138.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0138.in June 1991.
 GJ0138
 GJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0138.GEOID18 height accuracy estimate available here.
 GJ0138
 GJ0138.Click photographs - Photos may exist for this station.
 GJ0138
 GJ0138.The dynamic height is computed by dividing the NAVD 88
 GJ0138.geopotential number by the normal gravity value computed on the
 GJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0138.degrees latitude (g = 980.6199 gals.).
 GJ0138
 GJ0138.The modeled gravity was interpolated from observed gravity values.
 GJ0138
 GJ0138;                    North         East    Units  Estimated Accuracy
 GJ0138;SPC OK N     -   125,769.3     513,973.5     MT  (+/- 3 meters HH1 GPS) 
 GJ0138
 GJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0398198337(NAD 83)
 GJ0138
 GJ0138                          SUPERSEDED SURVEY CONTROL
 GJ0138
 GJ0138  NGVD 29 (??/??/92)  553.626  (m)         1816.35   (f) ADJ UNCH    2 0
 GJ0138
 GJ0138.Superseded values are not recommended for survey control.
 GJ0138
 GJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0138
 GJ0138_MARKER: DD = SURVEY DISK
 GJ0138_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0138_STAMPING: 9 D 35 TT 1934
 GJ0138_MARK LOGO: CGS+SS
 GJ0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0138
 GJ0138  HISTORY     - Date     Condition        Report By
 GJ0138  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0138  HISTORY     - 1935     GOOD             CGS
 GJ0138
 GJ0138                          STATION DESCRIPTION
 GJ0138
 GJ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0138'1.8 MI W FROM SEILING.
 GJ0138'1.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GJ0138'HIGHWAY 35 AT SEILING, DEWEY COUNTY, THENCE 1.0 MILE SOUTH ALONG
 GJ0138'STATE HIGHWAY 14, 30 FEET SOUTH OF THE CENTERLINE OF A SECTION-LINE
 GJ0138'ROAD, AND 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 GJ0138'SURVEY STANDARD DISK, STAMPED 9 D 35 TT 1934 AND SET IN THE TOP
 GJ0138'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0139 ***********************************************************************
 GJ0139  DESIGNATION -  9 D 36
 GJ0139  PID         -  GJ0139
 GJ0139  STATE/COUNTY-  OK/DEWEY
 GJ0139  COUNTRY     -  US
 GJ0139  USGS QUAD   -  TALOGA (2018)
 GJ0139
 GJ0139                         *CURRENT SURVEY CONTROL
 GJ0139  ______________________________________________________________________
 GJ0139* NAD 83(1986) POSITION- 36 05 57.12   (N) 098 57 21.08   (W)   HD_HELD1
 GJ0139* NAVD 88 ORTHO HEIGHT -   592.234 (meters)     1943.02  (feet) ADJUSTED
 GJ0139  ______________________________________________________________________
 GJ0139  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 GJ0139  DYNAMIC HEIGHT  -        591.662 (meters)     1941.14  (feet) COMP
 GJ0139  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 GJ0139
 GJ0139  VERT ORDER      -  SECOND    CLASS 0
 GJ0139
 GJ0139.The horizontal coordinates were determined by differentially corrected
 GJ0139.hand held GPS observations or other comparable positioning techniques
 GJ0139.and have an estimated accuracy of +/- 3 meters.
 GJ0139
 GJ0139.The orthometric height was determined by differential leveling and
 GJ0139.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0139.in June 1991.
 GJ0139
 GJ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0139.GEOID18 height accuracy estimate available here.
 GJ0139
 GJ0139.Click photographs - Photos may exist for this station.
 GJ0139
 GJ0139.The dynamic height is computed by dividing the NAVD 88
 GJ0139.geopotential number by the normal gravity value computed on the
 GJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0139.degrees latitude (g = 980.6199 gals.).
 GJ0139
 GJ0139.The modeled gravity was interpolated from observed gravity values.
 GJ0139
 GJ0139;                    North         East    Units  Estimated Accuracy
 GJ0139;SPC OK N     -   122,382.9     513,930.6     MT  (+/- 3 meters HH1 GPS) 
 GJ0139
 GJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0397394952(NAD 83)
 GJ0139
 GJ0139                          SUPERSEDED SURVEY CONTROL
 GJ0139
 GJ0139  NGVD 29 (??/??/92)  592.011  (m)         1942.29   (f) ADJ UNCH    2 0
 GJ0139
 GJ0139.Superseded values are not recommended for survey control.
 GJ0139
 GJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0139.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0139
 GJ0139_MARKER: DD = SURVEY DISK
 GJ0139_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0139_STAMPING: 9 D 36 TT 1934
 GJ0139_MARK LOGO: CGS+SS
 GJ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0139
 GJ0139  HISTORY     - Date     Condition        Report By
 GJ0139  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0139  HISTORY     - 1935     GOOD             CGS
 GJ0139
 GJ0139                          STATION DESCRIPTION
 GJ0139
 GJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0139'1.8 MI W FROM SEILING.
 GJ0139'1.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GJ0139'HIGHWAY 35 AT SEILING, DEWEY COUNTY, THENCE 3.1 MILES SOUTH ALONG
 GJ0139'STATE HIGHWAY 14, SOUTH OF A YELLOW (1935) FARMHOUSE, 65 FEET
 GJ0139'SOUTH OF A SECTION LINE, AND 50 FEET WEST OF THE CENTERLINE OF
 GJ0139'THE HIGHWAY.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 GJ0139'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0144 ***********************************************************************
 GJ0144  DESIGNATION -  9 D 38
 GJ0144  PID         -  GJ0144
 GJ0144  STATE/COUNTY-  OK/DEWEY
 GJ0144  COUNTRY     -  US
 GJ0144  USGS QUAD   -  TALOGA (2018)
 GJ0144
 GJ0144                         *CURRENT SURVEY CONTROL
 GJ0144  ______________________________________________________________________
 GJ0144* NAD 83(1986) POSITION- 36 02 18.     (N) 098 57 50.     (W)   SCALED
 GJ0144* NAVD 88 ORTHO HEIGHT -   521.176 (meters)     1709.89  (feet) ADJUSTED
 GJ0144  ______________________________________________________________________
 GJ0144  GEOID HEIGHT    -        -27.752 (meters)                     GEOID18
 GJ0144  DYNAMIC HEIGHT  -        520.667 (meters)     1708.22  (feet) COMP
 GJ0144  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 GJ0144
 GJ0144  VERT ORDER      -  SECOND    CLASS 0
 GJ0144
 GJ0144.The horizontal coordinates were scaled from a map and have
 GJ0144.an estimated accuracy of +/- 6 seconds.
 GJ0144
 GJ0144.The orthometric height was determined by differential leveling and
 GJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0144.in June 1991.
 GJ0144
 GJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0144.GEOID18 height accuracy estimate available here.
 GJ0144
 GJ0144.Click photographs - Photos may exist for this station.
 GJ0144
 GJ0144.The dynamic height is computed by dividing the NAVD 88
 GJ0144.geopotential number by the normal gravity value computed on the
 GJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0144.degrees latitude (g = 980.6199 gals.).
 GJ0144
 GJ0144.The modeled gravity was interpolated from observed gravity values.
 GJ0144
 GJ0144;                    North         East    Units  Estimated Accuracy
 GJ0144;SPC OK N     -   115,640.      513,140.      MT  (+/- 180 meters Scaled)
 GJ0144
 GJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE032882(NAD 83)
 GJ0144
 GJ0144                          SUPERSEDED SURVEY CONTROL
 GJ0144
 GJ0144  NGVD 29 (??/??/92)  520.949  (m)         1709.15   (f) ADJ UNCH    2 0
 GJ0144
 GJ0144.Superseded values are not recommended for survey control.
 GJ0144
 GJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0144.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0144
 GJ0144_MARKER: DD = SURVEY DISK
 GJ0144_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0144_STAMPING: 9 D 38 TT 1934
 GJ0144_MARK LOGO: CGS+SS
 GJ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0144
 GJ0144  HISTORY     - Date     Condition        Report By
 GJ0144  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0144  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0144
 GJ0144                          STATION DESCRIPTION
 GJ0144
 GJ0144'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0144'AT TALOGA.
 GJ0144'AT TALOGA, DEWEY COUNTY, 105 FEET EAST OF THE ENTRANCE TO THE
 GJ0144'COUNTY COURTHOUSE, 50 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 GJ0144'14, AND 6 FEET SOUTH OF A SIDEWALK LEADING TO THE COURTHOUSE.
 GJ0144'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 GJ0144
 GJ0144                          STATION RECOVERY (1972)
 GJ0144
 GJ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0144'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0145 ***********************************************************************
 GJ0145  DESIGNATION -  9 D 39
 GJ0145  PID         -  GJ0145
 GJ0145  STATE/COUNTY-  OK/DEWEY
 GJ0145  COUNTRY     -  US
 GJ0145  USGS QUAD   -  TALOGA (2018)
 GJ0145
 GJ0145                         *CURRENT SURVEY CONTROL
 GJ0145  ______________________________________________________________________
 GJ0145* NAD 83(1986) POSITION- 36 00 27.21   (N) 098 57 51.31   (W)   HD_HELD1
 GJ0145* NAVD 88 ORTHO HEIGHT -   566.856 (meters)     1859.76  (feet) ADJUSTED
 GJ0145  ______________________________________________________________________
 GJ0145  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 GJ0145  DYNAMIC HEIGHT  -        566.301 (meters)     1857.94  (feet) COMP
 GJ0145  MODELED GRAVITY -    979,635.6   (mgal)                       NAVD 88
 GJ0145
 GJ0145  VERT ORDER      -  SECOND    CLASS 0
 GJ0145
 GJ0145.The horizontal coordinates were determined by differentially corrected
 GJ0145.hand held GPS observations or other comparable positioning techniques
 GJ0145.and have an estimated accuracy of +/- 3 meters.
 GJ0145
 GJ0145.The orthometric height was determined by differential leveling and
 GJ0145.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0145.in June 1991.
 GJ0145
 GJ0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0145.GEOID18 height accuracy estimate available here.
 GJ0145
 GJ0145.Click photographs - Photos may exist for this station.
 GJ0145
 GJ0145.The dynamic height is computed by dividing the NAVD 88
 GJ0145.geopotential number by the normal gravity value computed on the
 GJ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0145.degrees latitude (g = 980.6199 gals.).
 GJ0145
 GJ0145.The modeled gravity was interpolated from observed gravity values.
 GJ0145
 GJ0145;                    North         East    Units  Estimated Accuracy
 GJ0145;SPC OK N     -   112,222.9     513,073.5     MT  (+/- 3 meters HH1 GPS) 
 GJ0145
 GJ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0322184787(NAD 83)
 GJ0145
 GJ0145                          SUPERSEDED SURVEY CONTROL
 GJ0145
 GJ0145  NGVD 29 (??/??/92)  566.621  (m)         1858.99   (f) ADJ UNCH    2 0
 GJ0145
 GJ0145.Superseded values are not recommended for survey control.
 GJ0145
 GJ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0145.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0145
 GJ0145_MARKER: DD = SURVEY DISK
 GJ0145_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GJ0145_STAMPING: 9 D 39 TT 1934
 GJ0145_MARK LOGO: CGS+SS
 GJ0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0145
 GJ0145  HISTORY     - Date     Condition        Report By
 GJ0145  HISTORY     - 1934     MONUMENTED       OKGS
 GJ0145  HISTORY     - 1935     GOOD             CGS
 GJ0145
 GJ0145                          STATION DESCRIPTION
 GJ0145
 GJ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0145'2.2 MI S FROM TALOGA.
 GJ0145'2.2 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE
 GJ0145'AT TALOGA, DEWEY COUNTY, 50 FEET EAST OF THE CENTERLINE OF THE
 GJ0145'HIGHWAY, AND 10 FEET HIGHER THAN THE HIGHWAY, ON THE TOP OF A
 GJ0145'KNOLL.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE
 GJ0145'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0241 ***********************************************************************
 FK0241  DESIGNATION -  9 D 40
 FK0241  PID         -  FK0241
 FK0241  STATE/COUNTY-  OK/DEWEY
 FK0241  COUNTRY     -  US
 FK0241  USGS QUAD   -  PUTNAM NW (2018)
 FK0241
 FK0241                         *CURRENT SURVEY CONTROL
 FK0241  ______________________________________________________________________
 FK0241* NAD 83(1986) POSITION- 35 59 26.17   (N) 098 57 53.44   (W)   HD_HELD1
 FK0241* NAVD 88 ORTHO HEIGHT -   584.470 (meters)     1917.55  (feet) ADJUSTED
 FK0241  ______________________________________________________________________
 FK0241  GEOID HEIGHT    -        -27.734 (meters)                     GEOID18
 FK0241  DYNAMIC HEIGHT  -        583.897 (meters)     1915.67  (feet) COMP
 FK0241  MODELED GRAVITY -    979,634.3   (mgal)                       NAVD 88
 FK0241
 FK0241  VERT ORDER      -  SECOND    CLASS 0
 FK0241
 FK0241.The horizontal coordinates were determined by differentially corrected
 FK0241.hand held GPS observations or other comparable positioning techniques
 FK0241.and have an estimated accuracy of +/- 3 meters.
 FK0241
 FK0241.The orthometric height was determined by differential leveling and
 FK0241.adjusted by the NATIONAL GEODETIC SURVEY
 FK0241.in June 1991.
 FK0241
 FK0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0241.GEOID18 height accuracy estimate available here.
 FK0241
 FK0241.Click photographs - Photos may exist for this station.
 FK0241
 FK0241.The dynamic height is computed by dividing the NAVD 88
 FK0241.geopotential number by the normal gravity value computed on the
 FK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0241.degrees latitude (g = 980.6199 gals.).
 FK0241
 FK0241.The modeled gravity was interpolated from observed gravity values.
 FK0241
 FK0241;                    North         East    Units  Estimated Accuracy
 FK0241;SPC OK N     -   110,342.2     513,001.5     MT  (+/- 3 meters HH1 GPS) 
 FK0241
 FK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0316882906(NAD 83)
 FK0241
 FK0241                          SUPERSEDED SURVEY CONTROL
 FK0241
 FK0241  NGVD 29 (??/??/92)  584.235  (m)         1916.78   (f) ADJ UNCH    2 0
 FK0241
 FK0241.Superseded values are not recommended for survey control.
 FK0241
 FK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0241.See file dsdata.pdf to determine how the superseded data were derived.
 FK0241
 FK0241_MARKER: DD = SURVEY DISK
 FK0241_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0241_STAMPING: 9 D 40 TT 1934
 FK0241_MARK LOGO: CGS+SS
 FK0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0241
 FK0241  HISTORY     - Date     Condition        Report By
 FK0241  HISTORY     - 1934     MONUMENTED       OKGS
 FK0241
 FK0241                          STATION DESCRIPTION
 FK0241
 FK0241'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 FK0241'3.4 MI S FROM TALOGA.
 FK0241'3.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0241'TALOGA, DEWEY COUNTY, 50 FEET WEST OF THE CENTERLINE OF THE
 FK0241'HIGHWAY, AND 12 FEET HIGHER THAN THE HIGHWAY, ON THE TOP OF A
 FK0241'KNOLL.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE
 FK0241'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0242 ***********************************************************************
 FK0242  DESIGNATION -  9 D 41
 FK0242  PID         -  FK0242
 FK0242  STATE/COUNTY-  OK/DEWEY
 FK0242  COUNTRY     -  US
 FK0242  USGS QUAD   -  PUTNAM NW (2018)
 FK0242
 FK0242                         *CURRENT SURVEY CONTROL
 FK0242  ______________________________________________________________________
 FK0242* NAD 83(1986) POSITION- 35 58 22.12   (N) 098 58 23.49   (W)   HD_HELD1
 FK0242* NAVD 88 ORTHO HEIGHT -   606.232 (meters)     1988.95  (feet) ADJUSTED
 FK0242  ______________________________________________________________________
 FK0242  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 FK0242  DYNAMIC HEIGHT  -        605.634 (meters)     1986.98  (feet) COMP
 FK0242  MODELED GRAVITY -    979,626.9   (mgal)                       NAVD 88
 FK0242
 FK0242  VERT ORDER      -  SECOND    CLASS 0
 FK0242
 FK0242.The horizontal coordinates were determined by differentially corrected
 FK0242.hand held GPS observations or other comparable positioning techniques
 FK0242.and have an estimated accuracy of +/- 3 meters.
 FK0242
 FK0242.The orthometric height was determined by differential leveling and
 FK0242.adjusted by the NATIONAL GEODETIC SURVEY
 FK0242.in June 1991.
 FK0242
 FK0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0242.GEOID18 height accuracy estimate available here.
 FK0242
 FK0242.Click photographs - Photos may exist for this station.
 FK0242
 FK0242.The dynamic height is computed by dividing the NAVD 88
 FK0242.geopotential number by the normal gravity value computed on the
 FK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0242.degrees latitude (g = 980.6199 gals.).
 FK0242
 FK0242.The modeled gravity was interpolated from observed gravity values.
 FK0242
 FK0242;                    North         East    Units  Estimated Accuracy
 FK0242;SPC OK N     -   108,375.8     512,229.1     MT  (+/- 3 meters HH1 GPS) 
 FK0242
 FK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0241780933(NAD 83)
 FK0242
 FK0242                          SUPERSEDED SURVEY CONTROL
 FK0242
 FK0242  NGVD 29 (??/??/92)  605.994  (m)         1988.17   (f) ADJ UNCH    2 0
 FK0242
 FK0242.Superseded values are not recommended for survey control.
 FK0242
 FK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0242.See file dsdata.pdf to determine how the superseded data were derived.
 FK0242
 FK0242_MARKER: DD = SURVEY DISK
 FK0242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0242_STAMPING: 9 D 41 TT 1934
 FK0242_MARK LOGO: CGS+SS
 FK0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0242
 FK0242  HISTORY     - Date     Condition        Report By
 FK0242  HISTORY     - 1934     MONUMENTED       OKGS
 FK0242
 FK0242                          STATION DESCRIPTION
 FK0242
 FK0242'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 FK0242'4.8 MI S FROM TALOGA.
 FK0242'4.8 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0242'TALOGA, DEWEY COUNTY, AT THE SOUTH END OF A CURVE, ACROSS THE
 FK0242'HIGHWAY FROM A SMALL UNPAINTED FRAME HOUSE, AND 50 FEET WEST
 FK0242'OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 FK0242'DISK, STAMPED 9 D 41 TT 1934 AND SET IN THE TOP OF A CONCRETE
 FK0242'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0247 ***********************************************************************
 FK0247  DESIGNATION -  9 D 45
 FK0247  PID         -  FK0247
 FK0247  STATE/COUNTY-  OK/DEWEY
 FK0247  COUNTRY     -  US
 FK0247  USGS QUAD   -  PUTNAM NW (2018)
 FK0247
 FK0247                         *CURRENT SURVEY CONTROL
 FK0247  ______________________________________________________________________
 FK0247* NAD 83(1986) POSITION- 35 54 20.49   (N) 098 58 25.54   (W)   HD_HELD1
 FK0247* NAVD 88 ORTHO HEIGHT -   593.173 (meters)     1946.10  (feet) ADJUSTED
 FK0247  ______________________________________________________________________
 FK0247  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FK0247  DYNAMIC HEIGHT  -        592.582 (meters)     1944.16  (feet) COMP
 FK0247  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 FK0247
 FK0247  VERT ORDER      -  SECOND    CLASS 0
 FK0247
 FK0247.The horizontal coordinates were determined by differentially corrected
 FK0247.hand held GPS observations or other comparable positioning techniques
 FK0247.and have an estimated accuracy of +/- 3 meters.
 FK0247
 FK0247.The orthometric height was determined by differential leveling and
 FK0247.adjusted by the NATIONAL GEODETIC SURVEY
 FK0247.in June 1991.
 FK0247
 FK0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0247.GEOID18 height accuracy estimate available here.
 FK0247
 FK0247.Click photographs - Photos may exist for this station.
 FK0247
 FK0247.The dynamic height is computed by dividing the NAVD 88
 FK0247.geopotential number by the normal gravity value computed on the
 FK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0247.degrees latitude (g = 980.6199 gals.).
 FK0247
 FK0247.The modeled gravity was interpolated from observed gravity values.
 FK0247
 FK0247;                    North         East    Units  Estimated Accuracy
 FK0247;SPC OK N     -   100,929.6     512,103.1     MT  (+/- 3 meters HH1 GPS) 
 FK0247
 FK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0236773488(NAD 83)
 FK0247
 FK0247                          SUPERSEDED SURVEY CONTROL
 FK0247
 FK0247  NGVD 29 (??/??/92)  592.931  (m)         1945.31   (f) ADJ UNCH    2 0
 FK0247
 FK0247.Superseded values are not recommended for survey control.
 FK0247
 FK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0247.See file dsdata.pdf to determine how the superseded data were derived.
 FK0247
 FK0247_MARKER: DD = SURVEY DISK
 FK0247_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0247_STAMPING: 9 D 45 TT 1934
 FK0247_MARK LOGO: CGS+SS
 FK0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0247
 FK0247  HISTORY     - Date     Condition        Report By
 FK0247  HISTORY     - 1934     MONUMENTED       OKGS
 FK0247  HISTORY     - 1935     GOOD             CGS
 FK0247
 FK0247                          STATION DESCRIPTION
 FK0247
 FK0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0247'3.5 MI N FROM PUTNAM.
 FK0247'3.5 MILES NORTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0247'135 FEET SOUTHWEST OF A SERVICE STATION, AND 50 FEET WEST OF
 FK0247'THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK
 FK0247'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0248 ***********************************************************************
 FK0248  DESIGNATION -  9 D 46
 FK0248  PID         -  FK0248
 FK0248  STATE/COUNTY-  OK/DEWEY
 FK0248  COUNTRY     -  US
 FK0248  USGS QUAD   -  PUTNAM NW (2018)
 FK0248
 FK0248                         *CURRENT SURVEY CONTROL
 FK0248  ______________________________________________________________________
 FK0248* NAD 83(1986) POSITION- 35 53 51.34   (N) 098 58 15.48   (W)   HD_HELD1
 FK0248* NAVD 88 ORTHO HEIGHT -   595.941 (meters)     1955.18  (feet) ADJUSTED
 FK0248  ______________________________________________________________________
 FK0248  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 FK0248  DYNAMIC HEIGHT  -        595.347 (meters)     1953.23  (feet) COMP
 FK0248  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 FK0248
 FK0248  VERT ORDER      -  SECOND    CLASS 0
 FK0248
 FK0248.The horizontal coordinates were determined by differentially corrected
 FK0248.hand held GPS observations or other comparable positioning techniques
 FK0248.and have an estimated accuracy of +/- 3 meters.
 FK0248
 FK0248.The orthometric height was determined by differential leveling and
 FK0248.adjusted by the NATIONAL GEODETIC SURVEY
 FK0248.in June 1991.
 FK0248
 FK0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0248.GEOID18 height accuracy estimate available here.
 FK0248
 FK0248.Click photographs - Photos may exist for this station.
 FK0248
 FK0248.The dynamic height is computed by dividing the NAVD 88
 FK0248.geopotential number by the normal gravity value computed on the
 FK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0248.degrees latitude (g = 980.6199 gals.).
 FK0248
 FK0248.The modeled gravity was interpolated from observed gravity values.
 FK0248
 FK0248;                    North         East    Units  Estimated Accuracy
 FK0248;SPC OK N     -   100,028.7     512,346.3     MT  (+/- 3 meters HH1 GPS) 
 FK0248
 FK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0262072590(NAD 83)
 FK0248
 FK0248                          SUPERSEDED SURVEY CONTROL
 FK0248
 FK0248  NGVD 29 (??/??/92)  595.700  (m)         1954.39   (f) ADJ UNCH    2 0
 FK0248
 FK0248.Superseded values are not recommended for survey control.
 FK0248
 FK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0248.See file dsdata.pdf to determine how the superseded data were derived.
 FK0248
 FK0248_MARKER: DD = SURVEY DISK
 FK0248_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0248_STAMPING: 9 D 46 TT 1934
 FK0248_MARK LOGO: CGS+SS
 FK0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0248
 FK0248  HISTORY     - Date     Condition        Report By
 FK0248  HISTORY     - 1934     MONUMENTED       OKGS
 FK0248  HISTORY     - 1935     GOOD             CGS
 FK0248
 FK0248                          STATION DESCRIPTION
 FK0248
 FK0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0248'2.9 MI W FROM PUTNAM.
 FK0248'2.9 MILES NORTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0248'AT THE MIDDLE OF AN S-CURVE IN THE HIGHWAY, AND 55 FEET SOUTHWEST
 FK0248'OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A KNOLL.  A
 FK0248'STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0249 ***********************************************************************
 FK0249  DESIGNATION -  9 D 47
 FK0249  PID         -  FK0249
 FK0249  STATE/COUNTY-  OK/DEWEY
 FK0249  COUNTRY     -  US
 FK0249  USGS QUAD   -  PUTNAM NW (2018)
 FK0249
 FK0249                         *CURRENT SURVEY CONTROL
 FK0249  ______________________________________________________________________
 FK0249* NAD 83(1986) POSITION- 35 53 02.90   (N) 098 58 07.97   (W)   HD_HELD1
 FK0249* NAVD 88 ORTHO HEIGHT -   590.750 (meters)     1938.15  (feet) ADJUSTED
 FK0249  ______________________________________________________________________
 FK0249  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 FK0249  DYNAMIC HEIGHT  -        590.161 (meters)     1936.22  (feet) COMP
 FK0249  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 FK0249
 FK0249  VERT ORDER      -  SECOND    CLASS 0
 FK0249
 FK0249.The horizontal coordinates were determined by differentially corrected
 FK0249.hand held GPS observations or other comparable positioning techniques
 FK0249.and have an estimated accuracy of +/- 3 meters.
 FK0249
 FK0249.The orthometric height was determined by differential leveling and
 FK0249.adjusted by the NATIONAL GEODETIC SURVEY
 FK0249.in June 1991.
 FK0249
 FK0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0249.GEOID18 height accuracy estimate available here.
 FK0249
 FK0249.Click photographs - Photos may exist for this station.
 FK0249
 FK0249.The dynamic height is computed by dividing the NAVD 88
 FK0249.geopotential number by the normal gravity value computed on the
 FK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0249.degrees latitude (g = 980.6199 gals.).
 FK0249
 FK0249.The modeled gravity was interpolated from observed gravity values.
 FK0249
 FK0249;                    North         East    Units  Estimated Accuracy
 FK0249;SPC OK N     -    98,534.0     512,519.7     MT  (+/- 3 meters HH1 GPS) 
 FK0249
 FK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0280871098(NAD 83)
 FK0249
 FK0249                          SUPERSEDED SURVEY CONTROL
 FK0249
 FK0249  NGVD 29 (??/??/92)  590.510  (m)         1937.36   (f) ADJ UNCH    2 0
 FK0249
 FK0249.Superseded values are not recommended for survey control.
 FK0249
 FK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0249.See file dsdata.pdf to determine how the superseded data were derived.
 FK0249
 FK0249_MARKER: DD = SURVEY DISK
 FK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0249_STAMPING: 9 D 47 TT 1934
 FK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0249+STABILITY: SURFACE MOTION
 FK0249
 FK0249  HISTORY     - Date     Condition        Report By
 FK0249  HISTORY     - 1934     MONUMENTED       OKGS
 FK0249  HISTORY     - 1935     GOOD             CGS
 FK0249  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0249
 FK0249                          STATION DESCRIPTION
 FK0249
 FK0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0249'1.9 MI N FROM PUTNAM.
 FK0249'1.9 MILES NORTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0249'240 FEET SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD, 50 FEET
 FK0249'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ACROSS THE ROAD
 FK0249'FROM A DRIVEWAY LEADING TO A FARMHOUSE.  A STATE SURVEY STANDARD
 FK0249'DISK SET IN THE TOP OF A CONCRETE POST.
 FK0249
 FK0249                          STATION RECOVERY (1984)
 FK0249
 FK0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0250 ***********************************************************************
 FK0250  DESIGNATION -  9 D 48
 FK0250  PID         -  FK0250
 FK0250  STATE/COUNTY-  OK/DEWEY
 FK0250  COUNTRY     -  US
 FK0250  USGS QUAD   -  PUTNAM (2018)
 FK0250
 FK0250                         *CURRENT SURVEY CONTROL
 FK0250  ______________________________________________________________________
 FK0250* NAD 83(1986) POSITION- 35 51 55.78   (N) 098 58 09.20   (W)   HD_HELD1
 FK0250* NAVD 88 ORTHO HEIGHT -   602.907 (meters)     1978.04  (feet) ADJUSTED
 FK0250  ______________________________________________________________________
 FK0250  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 FK0250  DYNAMIC HEIGHT  -        602.306 (meters)     1976.07  (feet) COMP
 FK0250  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 FK0250
 FK0250  VERT ORDER      -  SECOND    CLASS 0
 FK0250
 FK0250.The horizontal coordinates were determined by differentially corrected
 FK0250.hand held GPS observations or other comparable positioning techniques
 FK0250.and have an estimated accuracy of +/- 3 meters.
 FK0250
 FK0250.The orthometric height was determined by differential leveling and
 FK0250.adjusted by the NATIONAL GEODETIC SURVEY
 FK0250.in June 1991.
 FK0250
 FK0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0250.GEOID18 height accuracy estimate available here.
 FK0250
 FK0250.Click photographs - Photos may exist for this station.
 FK0250
 FK0250.The dynamic height is computed by dividing the NAVD 88
 FK0250.geopotential number by the normal gravity value computed on the
 FK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0250.degrees latitude (g = 980.6199 gals.).
 FK0250
 FK0250.The modeled gravity was interpolated from observed gravity values.
 FK0250
 FK0250;                    North         East    Units  Estimated Accuracy
 FK0250;SPC OK N     -    96,465.7     512,468.2     MT  (+/- 3 meters HH1 GPS) 
 FK0250
 FK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0277869030(NAD 83)
 FK0250
 FK0250                          SUPERSEDED SURVEY CONTROL
 FK0250
 FK0250  NGVD 29 (??/??/92)  602.668  (m)         1977.25   (f) ADJ UNCH    2 0
 FK0250
 FK0250.Superseded values are not recommended for survey control.
 FK0250
 FK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0250.See file dsdata.pdf to determine how the superseded data were derived.
 FK0250
 FK0250_MARKER: DD = SURVEY DISK
 FK0250_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0250_STAMPING: 9 D 48 TT 1934
 FK0250_MARK LOGO: CGS+SS
 FK0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0250
 FK0250  HISTORY     - Date     Condition        Report By
 FK0250  HISTORY     - 1934     MONUMENTED       OKGS
 FK0250  HISTORY     - 1935     GOOD             CGS
 FK0250
 FK0250                          STATION DESCRIPTION
 FK0250
 FK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0250'0.7 MI N FROM PUTNAM.
 FK0250'0.7 MILE NORTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0250'0.2 MILE NORTH OF THE PUTNAM COTTON GIN, AND 50 FEET WEST OF
 FK0250'THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A KNOLL.  A STATE
 FK0250'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0252 ***********************************************************************
 FK0252  DESIGNATION -  9 D 50
 FK0252  PID         -  FK0252
 FK0252  STATE/COUNTY-  OK/DEWEY
 FK0252  COUNTRY     -  US
 FK0252  USGS QUAD   -  PUTNAM (2018)
 FK0252
 FK0252                         *CURRENT SURVEY CONTROL
 FK0252  ______________________________________________________________________
 FK0252* NAD 83(1986) POSITION- 35 50 17.91   (N) 098 58 09.16   (W)   HD_HELD1
 FK0252* NAVD 88 ORTHO HEIGHT -   590.629 (meters)     1937.76  (feet) ADJUSTED
 FK0252  ______________________________________________________________________
 FK0252  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 FK0252  DYNAMIC HEIGHT  -        590.039 (meters)     1935.82  (feet) COMP
 FK0252  MODELED GRAVITY -    979,615.5   (mgal)                       NAVD 88
 FK0252
 FK0252  VERT ORDER      -  SECOND    CLASS 0
 FK0252
 FK0252.The horizontal coordinates were determined by differentially corrected
 FK0252.hand held GPS observations or other comparable positioning techniques
 FK0252.and have an estimated accuracy of +/- 3 meters.
 FK0252
 FK0252.The orthometric height was determined by differential leveling and
 FK0252.adjusted by the NATIONAL GEODETIC SURVEY
 FK0252.in June 1991.
 FK0252
 FK0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0252.GEOID18 height accuracy estimate available here.
 FK0252
 FK0252.Click photographs - Photos may exist for this station.
 FK0252
 FK0252.The dynamic height is computed by dividing the NAVD 88
 FK0252.geopotential number by the normal gravity value computed on the
 FK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0252.degrees latitude (g = 980.6199 gals.).
 FK0252
 FK0252.The modeled gravity was interpolated from observed gravity values.
 FK0252
 FK0252;                    North         East    Units  Estimated Accuracy
 FK0252;SPC OK N     -    93,449.5     512,439.1     MT  (+/- 3 meters HH1 GPS) 
 FK0252
 FK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0278066015(NAD 83)
 FK0252
 FK0252                          SUPERSEDED SURVEY CONTROL
 FK0252
 FK0252  NGVD 29 (??/??/92)  590.392  (m)         1936.98   (f) ADJ UNCH    2 0
 FK0252
 FK0252.Superseded values are not recommended for survey control.
 FK0252
 FK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0252.See file dsdata.pdf to determine how the superseded data were derived.
 FK0252
 FK0252_MARKER: DD = SURVEY DISK
 FK0252_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0252_STAMPING: 9 50 TT 1934
 FK0252_MARK LOGO: CGS+SS
 FK0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0252
 FK0252  HISTORY     - Date     Condition        Report By
 FK0252  HISTORY     - 1934     MONUMENTED       OKGS
 FK0252  HISTORY     - 1935     GOOD             CGS
 FK0252
 FK0252                          STATION DESCRIPTION
 FK0252
 FK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0252'1.1 MI S FROM PUTNAM.
 FK0252'1.1 MILES SOUTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0252'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3-1/2 FEET HIGHER
 FK0252'THAN THE HIGHWAY, ON THE TOP OF A KNOLL.  A STATE SURVEY STANDARD
 FK0252'DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0253 ***********************************************************************
 FK0253  DESIGNATION -  9 D 51
 FK0253  PID         -  FK0253
 FK0253  STATE/COUNTY-  OK/DEWEY
 FK0253  COUNTRY     -  US
 FK0253  USGS QUAD   -  PUTNAM (2018)
 FK0253
 FK0253                         *CURRENT SURVEY CONTROL
 FK0253  ______________________________________________________________________
 FK0253* NAD 83(1986) POSITION- 35 49 26.31   (N) 098 58 09.32   (W)   HD_HELD1
 FK0253* NAVD 88 ORTHO HEIGHT -   589.668 (meters)     1934.60  (feet) ADJUSTED
 FK0253  ______________________________________________________________________
 FK0253  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 FK0253  DYNAMIC HEIGHT  -        589.079 (meters)     1932.67  (feet) COMP
 FK0253  MODELED GRAVITY -    979,615.0   (mgal)                       NAVD 88
 FK0253
 FK0253  VERT ORDER      -  SECOND    CLASS 0
 FK0253
 FK0253.The horizontal coordinates were determined by differentially corrected
 FK0253.hand held GPS observations or other comparable positioning techniques
 FK0253.and have an estimated accuracy of +/- 3 meters.
 FK0253
 FK0253.The orthometric height was determined by differential leveling and
 FK0253.adjusted by the NATIONAL GEODETIC SURVEY
 FK0253.in June 1991.
 FK0253
 FK0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0253.GEOID18 height accuracy estimate available here.
 FK0253
 FK0253.Click photographs - Photos may exist for this station.
 FK0253
 FK0253.The dynamic height is computed by dividing the NAVD 88
 FK0253.geopotential number by the normal gravity value computed on the
 FK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0253.degrees latitude (g = 980.6199 gals.).
 FK0253
 FK0253.The modeled gravity was interpolated from observed gravity values.
 FK0253
 FK0253;                    North         East    Units  Estimated Accuracy
 FK0253;SPC OK N     -    91,859.3     512,419.2     MT  (+/- 3 meters HH1 GPS) 
 FK0253
 FK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0277764425(NAD 83)
 FK0253
 FK0253                          SUPERSEDED SURVEY CONTROL
 FK0253
 FK0253  NGVD 29 (??/??/92)  589.431  (m)         1933.82   (f) ADJ UNCH    2 0
 FK0253
 FK0253.Superseded values are not recommended for survey control.
 FK0253
 FK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0253.See file dsdata.pdf to determine how the superseded data were derived.
 FK0253
 FK0253_MARKER: DD = SURVEY DISK
 FK0253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0253_STAMPING: 9 D 51 TT 1934
 FK0253_MARK LOGO: CGS+SS
 FK0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0253
 FK0253  HISTORY     - Date     Condition        Report By
 FK0253  HISTORY     - 1934     MONUMENTED       OKGS
 FK0253  HISTORY     - 1935     GOOD             CGS
 FK0253
 FK0253                          STATION DESCRIPTION
 FK0253
 FK0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0253'2.1 MI S FROM PUTNAM.
 FK0253'2.1 MILES SOUTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0253'0.15 MILE SOUTH OF MC COYS SERVICE STATION, 0.1 MILE NORTHWEST
 FK0253'OF A WHITE (1935) FARMHOUSE, AND 50 FEET WEST OF THE CENTERLINE
 FK0253'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 FK0253'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0254 ***********************************************************************
 FK0254  DESIGNATION -  9 D 52
 FK0254  PID         -  FK0254
 FK0254  STATE/COUNTY-  OK/CUSTER
 FK0254  COUNTRY     -  US
 FK0254  USGS QUAD   -  PUTNAM (2018)
 FK0254
 FK0254                         *CURRENT SURVEY CONTROL
 FK0254  ______________________________________________________________________
 FK0254* NAD 83(1986) POSITION- 35 48 39.08   (N) 098 58 09.46   (W)   HD_HELD1
 FK0254* NAVD 88 ORTHO HEIGHT -   599.927 (meters)     1968.26  (feet) ADJUSTED
 FK0254  ______________________________________________________________________
 FK0254  GEOID HEIGHT    -        -27.623 (meters)                     GEOID18
 FK0254  DYNAMIC HEIGHT  -        599.327 (meters)     1966.29  (feet) COMP
 FK0254  MODELED GRAVITY -    979,614.6   (mgal)                       NAVD 88
 FK0254
 FK0254  VERT ORDER      -  SECOND    CLASS 0
 FK0254
 FK0254.The horizontal coordinates were determined by differentially corrected
 FK0254.hand held GPS observations or other comparable positioning techniques
 FK0254.and have an estimated accuracy of +/- 3 meters.
 FK0254
 FK0254.The orthometric height was determined by differential leveling and
 FK0254.adjusted by the NATIONAL GEODETIC SURVEY
 FK0254.in June 1991.
 FK0254
 FK0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0254.GEOID18 height accuracy estimate available here.
 FK0254
 FK0254.Click photographs - Photos may exist for this station.
 FK0254
 FK0254.The dynamic height is computed by dividing the NAVD 88
 FK0254.geopotential number by the normal gravity value computed on the
 FK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0254.degrees latitude (g = 980.6199 gals.).
 FK0254
 FK0254.The modeled gravity was interpolated from observed gravity values.
 FK0254
 FK0254;                    North         East    Units  Estimated Accuracy
 FK0254;SPC OK N     -    90,403.8     512,401.2     MT  (+/- 3 meters HH1 GPS) 
 FK0254
 FK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0277462970(NAD 83)
 FK0254
 FK0254                          SUPERSEDED SURVEY CONTROL
 FK0254
 FK0254  NGVD 29 (??/??/92)  599.692  (m)         1967.49   (f) ADJ UNCH    2 0
 FK0254
 FK0254.Superseded values are not recommended for survey control.
 FK0254
 FK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0254.See file dsdata.pdf to determine how the superseded data were derived.
 FK0254
 FK0254_MARKER: DD = SURVEY DISK
 FK0254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0254_STAMPING: 9 D 52 TT 1934
 FK0254_MARK LOGO: CGS+SS
 FK0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0254
 FK0254  HISTORY     - Date     Condition        Report By
 FK0254  HISTORY     - 1934     MONUMENTED       OKGS
 FK0254  HISTORY     - 1935     GOOD             CGS
 FK0254
 FK0254                          STATION DESCRIPTION
 FK0254
 FK0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0254'3 MI S FROM PUTNAM.
 FK0254'3.0 MILES SOUTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0254'0.1 MILE SOUTH OF THE CUSTER-DEWEY COUNTY LINE, 45 FEET WEST
 FK0254'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER THAN THE
 FK0254'HIGHWAY, ON THE TOP OF A KNOLL.  A STATE SURVEY STANDARD DISK,
 FK0254'STAMPED 9 D TT 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0256 ***********************************************************************
 FK0256  DESIGNATION -  9 D 54
 FK0256  PID         -  FK0256
 FK0256  STATE/COUNTY-  OK/CUSTER
 FK0256  COUNTRY     -  US
 FK0256  USGS QUAD   -  PUTNAM (2018)
 FK0256
 FK0256                         *CURRENT SURVEY CONTROL
 FK0256  ______________________________________________________________________
 FK0256* NAD 83(1986) POSITION- 35 45 55.25   (N) 098 58 09.23   (W)   HD_HELD1
 FK0256* NAVD 88 ORTHO HEIGHT -   562.667 (meters)     1846.02  (feet) ADJUSTED
 FK0256  ______________________________________________________________________
 FK0256  GEOID HEIGHT    -        -27.589 (meters)                     GEOID18
 FK0256  DYNAMIC HEIGHT  -        562.103 (meters)     1844.17  (feet) COMP
 FK0256  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 FK0256
 FK0256  VERT ORDER      -  SECOND    CLASS 0
 FK0256
 FK0256.The horizontal coordinates were determined by differentially corrected
 FK0256.hand held GPS observations or other comparable positioning techniques
 FK0256.and have an estimated accuracy of +/- 3 meters.
 FK0256
 FK0256.The orthometric height was determined by differential leveling and
 FK0256.adjusted by the NATIONAL GEODETIC SURVEY
 FK0256.in June 1991.
 FK0256
 FK0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0256.GEOID18 height accuracy estimate available here.
 FK0256
 FK0256.Click photographs - Photos may exist for this station.
 FK0256
 FK0256.The dynamic height is computed by dividing the NAVD 88
 FK0256.geopotential number by the normal gravity value computed on the
 FK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0256.degrees latitude (g = 980.6199 gals.).
 FK0256
 FK0256.The modeled gravity was interpolated from observed gravity values.
 FK0256
 FK0256;                    North         East    Units  Estimated Accuracy
 FK0256;SPC OK N     -    85,354.8     512,356.5     MT  (+/- 3 meters HH1 GPS) 
 FK0256
 FK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0278157922(NAD 83)
 FK0256
 FK0256                          SUPERSEDED SURVEY CONTROL
 FK0256
 FK0256  NGVD 29 (??/??/92)  562.433  (m)         1845.25   (f) ADJ UNCH    2 0
 FK0256
 FK0256.Superseded values are not recommended for survey control.
 FK0256
 FK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0256.See file dsdata.pdf to determine how the superseded data were derived.
 FK0256
 FK0256_MARKER: DD = SURVEY DISK
 FK0256_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0256_STAMPING: 9 D 54 TT 1934
 FK0256_MARK LOGO: CGS+SS
 FK0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0256
 FK0256  HISTORY     - Date     Condition        Report By
 FK0256  HISTORY     - 1934     MONUMENTED       OKGS
 FK0256  HISTORY     - 1935     MARK NOT FOUND   CGS
 FK0256
 FK0256                          STATION DESCRIPTION
 FK0256
 FK0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0256'6.2 MI S FROM PUTNAM.
 FK0256'IN CUSTER COUNTY, 6.2 MILES SOUTH ALONG STATE HIGHWAY 14 FROM
 FK0256'PUTNAM, DEWEY COUNTY, 0.2 MILE SOUTH OF THE MIDWAY SERVICE
 FK0256'STATION, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FK0256'AT A FENCE LINE.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 FK0256'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0258 ***********************************************************************
 FK0258  DESIGNATION -  9 D 55
 FK0258  PID         -  FK0258
 FK0258  STATE/COUNTY-  OK/CUSTER
 FK0258  COUNTRY     -  US
 FK0258  USGS QUAD   -  PUTNAM (2018)
 FK0258
 FK0258                         *CURRENT SURVEY CONTROL
 FK0258  ______________________________________________________________________
 FK0258* NAD 83(1986) POSITION- 35 45 04.72   (N) 098 58 08.02   (W)   HD_HELD1
 FK0258* NAVD 88 ORTHO HEIGHT -   570.032 (meters)     1870.18  (feet) ADJUSTED
 FK0258  ______________________________________________________________________
 FK0258  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 FK0258  DYNAMIC HEIGHT  -        569.461 (meters)     1868.31  (feet) COMP
 FK0258  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 FK0258
 FK0258  VERT ORDER      -  SECOND    CLASS 0
 FK0258
 FK0258.The horizontal coordinates were determined by differentially corrected
 FK0258.hand held GPS observations or other comparable positioning techniques
 FK0258.and have an estimated accuracy of +/- 3 meters.
 FK0258
 FK0258.The orthometric height was determined by differential leveling and
 FK0258.adjusted by the NATIONAL GEODETIC SURVEY
 FK0258.in June 1991.
 FK0258
 FK0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0258.GEOID18 height accuracy estimate available here.
 FK0258
 FK0258.Click photographs - Photos may exist for this station.
 FK0258
 FK0258.The dynamic height is computed by dividing the NAVD 88
 FK0258.geopotential number by the normal gravity value computed on the
 FK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0258.degrees latitude (g = 980.6199 gals.).
 FK0258
 FK0258.The modeled gravity was interpolated from observed gravity values.
 FK0258
 FK0258;                    North         East    Units  Estimated Accuracy
 FK0258;SPC OK N     -    83,797.3     512,371.4     MT  (+/- 3 meters HH1 GPS) 
 FK0258
 FK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0281256366(NAD 83)
 FK0258
 FK0258                          SUPERSEDED SURVEY CONTROL
 FK0258
 FK0258  NGVD 29 (??/??/92)  569.799  (m)         1869.42   (f) ADJ UNCH    2 0
 FK0258
 FK0258.Superseded values are not recommended for survey control.
 FK0258
 FK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0258.See file dsdata.pdf to determine how the superseded data were derived.
 FK0258
 FK0258_MARKER: DD = SURVEY DISK
 FK0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0258_STAMPING: 9 D 55 TT 1934
 FK0258_MARK LOGO: CGS+SS
 FK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0258+STABILITY: SURFACE MOTION
 FK0258
 FK0258  HISTORY     - Date     Condition        Report By
 FK0258  HISTORY     - 1934     MONUMENTED       OKGS
 FK0258
 FK0258                          STATION DESCRIPTION
 FK0258
 FK0258'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 FK0258'7.2 MI S FROM PUTNAM.
 FK0258'IN CUSTER COUNTY, 7.2 MILES SOUTH ALONG STATE HIGHWAY 14 FROM
 FK0258'PUTNAM, DEWEY COUNTY, 220 FEET EAST OF A RED (1935) BARN, 120
 FK0258'FEET SOUTHEAST OF A DRIVEWAY LEADING TO A FARMYARD, AND 45 FEET
 FK0258'EAST OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A KNOLL.
 FK0258'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 FK0258'NOTE-- A 1956 USGS REPORT - 92.0 FEET SOUTH OF THE SOUTH YARD
 FK0258'FENCE OF FARM NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0259 ***********************************************************************
 FK0259  DESIGNATION -  9 D 56
 FK0259  PID         -  FK0259
 FK0259  STATE/COUNTY-  OK/CUSTER
 FK0259  COUNTRY     -  US
 FK0259  USGS QUAD   -  CUSTER CITY (2018)
 FK0259
 FK0259                         *CURRENT SURVEY CONTROL
 FK0259  ______________________________________________________________________
 FK0259* NAD 83(1986) POSITION- 35 44 03.41   (N) 098 58 09.24   (W)   HD_HELD1
 FK0259* NAVD 88 ORTHO HEIGHT -   572.050 (meters)     1876.80  (feet) ADJUSTED
 FK0259  ______________________________________________________________________
 FK0259  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 FK0259  DYNAMIC HEIGHT  -        571.477 (meters)     1874.92  (feet) COMP
 FK0259  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 FK0259
 FK0259  VERT ORDER      -  SECOND    CLASS 0
 FK0259
 FK0259.The horizontal coordinates were determined by differentially corrected
 FK0259.hand held GPS observations or other comparable positioning techniques
 FK0259.and have an estimated accuracy of +/- 3 meters.
 FK0259
 FK0259.The orthometric height was determined by differential leveling and
 FK0259.adjusted by the NATIONAL GEODETIC SURVEY
 FK0259.in June 1991.
 FK0259
 FK0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0259.GEOID18 height accuracy estimate available here.
 FK0259
 FK0259.Click photographs - Photos may exist for this station.
 FK0259
 FK0259.The dynamic height is computed by dividing the NAVD 88
 FK0259.geopotential number by the normal gravity value computed on the
 FK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0259.degrees latitude (g = 980.6199 gals.).
 FK0259
 FK0259.The modeled gravity was interpolated from observed gravity values.
 FK0259
 FK0259;                    North         East    Units  Estimated Accuracy
 FK0259;SPC OK N     -    81,908.1     512,321.9     MT  (+/- 3 meters HH1 GPS) 
 FK0259
 FK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0278254477(NAD 83)
 FK0259
 FK0259                          SUPERSEDED SURVEY CONTROL
 FK0259
 FK0259  NGVD 29 (??/??/92)  571.818  (m)         1876.04   (f) ADJ UNCH    2 0
 FK0259
 FK0259.Superseded values are not recommended for survey control.
 FK0259
 FK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0259.See file dsdata.pdf to determine how the superseded data were derived.
 FK0259
 FK0259_MARKER: DD = SURVEY DISK
 FK0259_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0259_STAMPING: 9 D 56 TT 1934
 FK0259_MARK LOGO: CGS+SS
 FK0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0259
 FK0259  HISTORY     - Date     Condition        Report By
 FK0259  HISTORY     - 1934     MONUMENTED       OKGS
 FK0259  HISTORY     - 1956     MARK NOT FOUND   CGS
 FK0259
 FK0259                          STATION DESCRIPTION
 FK0259
 FK0259'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 FK0259'8.3 MI S FROM PUTNAM.
 FK0259'IN CUSTER COUNTY, 8.3 MILES SOUTH ALONG STATE HIGHWAY 14 FROM
 FK0259'PUTNAM, DEWEY COUNTY, 45 FEET WEST OF THE CENTERLINE OF THE
 FK0259'HIGHWAY, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, ON THE TOP
 FK0259'OF A KNOLL.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 FK0259'CONCRETE POST.
 FK0259
 FK0259                          STATION RECOVERY (1956)
 FK0259
 FK0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FK0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0260 ***********************************************************************
 FK0260  DESIGNATION -  9 D 57
 FK0260  PID         -  FK0260
 FK0260  STATE/COUNTY-  OK/CUSTER
 FK0260  COUNTRY     -  US
 FK0260  USGS QUAD   -  CUSTER CITY (2018)
 FK0260
 FK0260                         *CURRENT SURVEY CONTROL
 FK0260  ______________________________________________________________________
 FK0260* NAD 83(1986) POSITION- 35 43 07.21   (N) 098 58 07.80   (W)   HD_HELD1
 FK0260* NAVD 88 ORTHO HEIGHT -   551.005 (meters)     1807.76  (feet) ADJUSTED
 FK0260  ______________________________________________________________________
 FK0260  GEOID HEIGHT    -        -27.545 (meters)                     GEOID18
 FK0260  DYNAMIC HEIGHT  -        550.453 (meters)     1805.94  (feet) COMP
 FK0260  MODELED GRAVITY -    979,613.2   (mgal)                       NAVD 88
 FK0260
 FK0260  VERT ORDER      -  SECOND    CLASS 0
 FK0260
 FK0260.The horizontal coordinates were determined by differentially corrected
 FK0260.hand held GPS observations or other comparable positioning techniques
 FK0260.and have an estimated accuracy of +/- 3 meters.
 FK0260
 FK0260.The orthometric height was determined by differential leveling and
 FK0260.adjusted by the NATIONAL GEODETIC SURVEY
 FK0260.in June 1991.
 FK0260
 FK0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0260.GEOID18 height accuracy estimate available here.
 FK0260
 FK0260.Click photographs - Photos may exist for this station.
 FK0260
 FK0260.The dynamic height is computed by dividing the NAVD 88
 FK0260.geopotential number by the normal gravity value computed on the
 FK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0260.degrees latitude (g = 980.6199 gals.).
 FK0260
 FK0260.The modeled gravity was interpolated from observed gravity values.
 FK0260
 FK0260;                    North         East    Units  Estimated Accuracy
 FK0260;SPC OK N     -    80,175.8     512,340.8     MT  (+/- 3 meters HH1 GPS) 
 FK0260
 FK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0281852745(NAD 83)
 FK0260
 FK0260                          SUPERSEDED SURVEY CONTROL
 FK0260
 FK0260  NGVD 29 (??/??/92)  550.776  (m)         1807.00   (f) ADJ UNCH    2 0
 FK0260
 FK0260.Superseded values are not recommended for survey control.
 FK0260
 FK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0260.See file dsdata.pdf to determine how the superseded data were derived.
 FK0260
 FK0260_MARKER: DD = SURVEY DISK
 FK0260_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0260_STAMPING: 9 D 57 TT 1934
 FK0260_MARK LOGO: CGS+SS
 FK0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0260
 FK0260  HISTORY     - Date     Condition        Report By
 FK0260  HISTORY     - 1934     MONUMENTED       OKGS
 FK0260  HISTORY     - 1935     GOOD             CGS
 FK0260
 FK0260                          STATION DESCRIPTION
 FK0260
 FK0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0260'9.4 MI S FROM PUTNAM.
 FK0260'IN CUSTER COUNTY, 9.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM
 FK0260'PUTNAM, DEWEY COUNTY, 165 FEET NORTH OF A FENCE AT THE
 FK0260'HALF-SECTION LINE, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FK0260'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 FK0260'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0262 ***********************************************************************
 FK0262  DESIGNATION -  9 D 59
 FK0262  PID         -  FK0262
 FK0262  STATE/COUNTY-  OK/CUSTER
 FK0262  COUNTRY     -  US
 FK0262  USGS QUAD   -  CUSTER CITY (2018)
 FK0262
 FK0262                         *CURRENT SURVEY CONTROL
 FK0262  ______________________________________________________________________
 FK0262* NAD 83(1986) POSITION- 35 40 38.24   (N) 098 57 38.73   (W)   HD_HELD1
 FK0262* NAVD 88 ORTHO HEIGHT -   526.451 (meters)     1727.20  (feet) ADJUSTED
 FK0262  ______________________________________________________________________
 FK0262  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 FK0262  DYNAMIC HEIGHT  -        525.923 (meters)     1725.47  (feet) COMP
 FK0262  MODELED GRAVITY -    979,614.6   (mgal)                       NAVD 88
 FK0262
 FK0262  VERT ORDER      -  SECOND    CLASS 0
 FK0262
 FK0262.The horizontal coordinates were determined by differentially corrected
 FK0262.hand held GPS observations or other comparable positioning techniques
 FK0262.and have an estimated accuracy of +/- 3 meters.
 FK0262
 FK0262.The orthometric height was determined by differential leveling and
 FK0262.adjusted by the NATIONAL GEODETIC SURVEY
 FK0262.in June 1991.
 FK0262
 FK0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0262.GEOID18 height accuracy estimate available here.
 FK0262
 FK0262.Click photographs - Photos may exist for this station.
 FK0262
 FK0262.The dynamic height is computed by dividing the NAVD 88
 FK0262.geopotential number by the normal gravity value computed on the
 FK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0262.degrees latitude (g = 980.6199 gals.).
 FK0262
 FK0262.The modeled gravity was interpolated from observed gravity values.
 FK0262
 FK0262;                    North         East    Units  Estimated Accuracy
 FK0262;SPC OK N     -    75,577.5     513,025.9     MT  (+/- 3 meters HH1 GPS) 
 FK0262
 FK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0355148156(NAD 83)
 FK0262
 FK0262                          SUPERSEDED SURVEY CONTROL
 FK0262
 FK0262  NGVD 29 (??/??/92)  526.226  (m)         1726.46   (f) ADJ UNCH    2 0
 FK0262
 FK0262.Superseded values are not recommended for survey control.
 FK0262
 FK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0262.See file dsdata.pdf to determine how the superseded data were derived.
 FK0262
 FK0262_MARKER: DD = SURVEY DISK
 FK0262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0262_STAMPING: 9 D 59 TT 1934
 FK0262_MARK LOGO: CGS+SS
 FK0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0262
 FK0262  HISTORY     - Date     Condition        Report By
 FK0262  HISTORY     - 1934     MONUMENTED       OKGS
 FK0262  HISTORY     - 1935     GOOD             CGS
 FK0262
 FK0262                          STATION DESCRIPTION
 FK0262
 FK0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0262'7.2 MI N FROM ARAPAHO.
 FK0262'7.2 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0262'ARAPAHO, CUSTER COUNTY, AT THE MIDDLE OF A CURVE, AND 45 FEET
 FK0262'WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A KNOLL.
 FK0262'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0263 ***********************************************************************
 FK0263  DESIGNATION -  9 D 60
 FK0263  PID         -  FK0263
 FK0263  STATE/COUNTY-  OK/CUSTER
 FK0263  COUNTRY     -  US
 FK0263  USGS QUAD   -  CUSTER CITY (2018)
 FK0263
 FK0263                         *CURRENT SURVEY CONTROL
 FK0263  ______________________________________________________________________
 FK0263* NAD 83(1986) POSITION- 35 39 37.17   (N) 098 57 35.84   (W)   HD_HELD1
 FK0263* NAVD 88 ORTHO HEIGHT -   513.246 (meters)     1683.87  (feet) ADJUSTED
 FK0263  ______________________________________________________________________
 FK0263  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 FK0263  DYNAMIC HEIGHT  -        512.731 (meters)     1682.19  (feet) COMP
 FK0263  MODELED GRAVITY -    979,615.0   (mgal)                       NAVD 88
 FK0263
 FK0263  VERT ORDER      -  SECOND    CLASS 0
 FK0263
 FK0263.The horizontal coordinates were determined by differentially corrected
 FK0263.hand held GPS observations or other comparable positioning techniques
 FK0263.and have an estimated accuracy of +/- 3 meters.
 FK0263
 FK0263.The orthometric height was determined by differential leveling and
 FK0263.adjusted by the NATIONAL GEODETIC SURVEY
 FK0263.in June 1991.
 FK0263
 FK0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0263.GEOID18 height accuracy estimate available here.
 FK0263
 FK0263.Click photographs - Photos may exist for this station.
 FK0263
 FK0263.The dynamic height is computed by dividing the NAVD 88
 FK0263.geopotential number by the normal gravity value computed on the
 FK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0263.degrees latitude (g = 980.6199 gals.).
 FK0263
 FK0263.The modeled gravity was interpolated from observed gravity values.
 FK0263
 FK0263;                    North         East    Units  Estimated Accuracy
 FK0263;SPC OK N     -    73,694.7     513,080.0     MT  (+/- 3 meters HH1 GPS) 
 FK0263
 FK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0362446275(NAD 83)
 FK0263
 FK0263                          SUPERSEDED SURVEY CONTROL
 FK0263
 FK0263  NGVD 29 (??/??/92)  513.023  (m)         1683.14   (f) ADJ UNCH    2 0
 FK0263
 FK0263.Superseded values are not recommended for survey control.
 FK0263
 FK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0263.See file dsdata.pdf to determine how the superseded data were derived.
 FK0263
 FK0263_MARKER: DD = SURVEY DISK
 FK0263_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0263_STAMPING: 9 D 60 TT 1934
 FK0263_MARK LOGO: CGS+SS
 FK0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0263
 FK0263  HISTORY     - Date     Condition        Report By
 FK0263  HISTORY     - 1934     MONUMENTED       OKGS
 FK0263
 FK0263                          STATION DESCRIPTION
 FK0263
 FK0263'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 FK0263'6 MI N FROM ARAPAHO.
 FK0263'6.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0263'ARAPAHO, CUSTER COUNTY, 0.6 MILE SOUTH OF THE JUNCTION OF STATE
 FK0263'HIGHWAY 33, 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 FK0263'3-1/2 FEET INSIDE A FENCE CORNER.  A STATE SURVEY STANDARD
 FK0263'DISK SET IN THE TOP OF A CONCRETE POST.  A DEC. 1938 REPORT
 FK0263'SUGGESTS A CHANGE IN DESCRIPTION-- 0.5 MILE SOUTH OF THE NORTH
 FK0263'JUNCTION OF STATE HIGHWAYS 14 AND 33 AND INSIDE A HALF
 FK0263'SECTION-LINE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0264 ***********************************************************************
 FK0264  DESIGNATION -  9 D 61
 FK0264  PID         -  FK0264
 FK0264  STATE/COUNTY-  OK/CUSTER
 FK0264  COUNTRY     -  US
 FK0264  USGS QUAD   -  CUSTER CITY (2018)
 FK0264
 FK0264                         *CURRENT SURVEY CONTROL
 FK0264  ______________________________________________________________________
 FK0264* NAD 83(1986) POSITION- 35 38 36.10   (N) 098 57 37.06   (W)   HD_HELD1
 FK0264* NAVD 88 ORTHO HEIGHT -   506.783 (meters)     1662.67  (feet) ADJUSTED
 FK0264  ______________________________________________________________________
 FK0264  GEOID HEIGHT    -        -27.448 (meters)                     GEOID18
 FK0264  DYNAMIC HEIGHT  -        506.275 (meters)     1661.00  (feet) COMP
 FK0264  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 FK0264
 FK0264  VERT ORDER      -  SECOND    CLASS 0
 FK0264
 FK0264.The horizontal coordinates were determined by differentially corrected
 FK0264.hand held GPS observations or other comparable positioning techniques
 FK0264.and have an estimated accuracy of +/- 3 meters.
 FK0264
 FK0264.The orthometric height was determined by differential leveling and
 FK0264.adjusted by the NATIONAL GEODETIC SURVEY
 FK0264.in June 1991.
 FK0264
 FK0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0264.GEOID18 height accuracy estimate available here.
 FK0264
 FK0264.Click photographs - Photos may exist for this station.
 FK0264
 FK0264.The dynamic height is computed by dividing the NAVD 88
 FK0264.geopotential number by the normal gravity value computed on the
 FK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0264.degrees latitude (g = 980.6199 gals.).
 FK0264
 FK0264.The modeled gravity was interpolated from observed gravity values.
 FK0264
 FK0264;                    North         East    Units  Estimated Accuracy
 FK0264;SPC OK N     -    71,813.0     513,030.7     MT  (+/- 3 meters HH1 GPS) 
 FK0264
 FK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0359444393(NAD 83)
 FK0264
 FK0264                          SUPERSEDED SURVEY CONTROL
 FK0264
 FK0264  NGVD 29 (??/??/92)  506.561  (m)         1661.94   (f) ADJ UNCH    2 0
 FK0264
 FK0264.Superseded values are not recommended for survey control.
 FK0264
 FK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0264.See file dsdata.pdf to determine how the superseded data were derived.
 FK0264
 FK0264_MARKER: DD = SURVEY DISK
 FK0264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0264_STAMPING: 9 D 61 TT 1934
 FK0264_MARK LOGO: CGS+SS
 FK0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0264
 FK0264  HISTORY     - Date     Condition        Report By
 FK0264  HISTORY     - 1934     MONUMENTED       OKGS
 FK0264  HISTORY     - 1935     GOOD             CGS
 FK0264
 FK0264                          STATION DESCRIPTION
 FK0264
 FK0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0264'4.7 MI N FROM ARAPAHO.
 FK0264'4.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0264'ARAPAHO, CUSTER COUNTY, 48 FEET WEST OF THE CENTERLINE OF THE
 FK0264'HIGHWAY, AND 2 FEET EAST OF A FENCE, ON THE TOP OF A KNOLL.
 FK0264'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0265 ***********************************************************************
 FK0265  DESIGNATION -  9 D 63
 FK0265  PID         -  FK0265
 FK0265  STATE/COUNTY-  OK/CUSTER
 FK0265  COUNTRY     -  US
 FK0265  USGS QUAD   -  CLINTON (2018)
 FK0265
 FK0265                         *CURRENT SURVEY CONTROL
 FK0265  ______________________________________________________________________
 FK0265* NAD 83(1986) POSITION- 35 36 59.62   (N) 098 57 35.84   (W)   HD_HELD1
 FK0265* NAVD 88 ORTHO HEIGHT -   519.291 (meters)     1703.71  (feet) ADJUSTED
 FK0265  ______________________________________________________________________
 FK0265  GEOID HEIGHT    -        -27.413 (meters)                     GEOID18
 FK0265  DYNAMIC HEIGHT  -        518.771 (meters)     1702.00  (feet) COMP
 FK0265  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 FK0265
 FK0265  VERT ORDER      -  SECOND    CLASS 0
 FK0265
 FK0265.The horizontal coordinates were determined by differentially corrected
 FK0265.hand held GPS observations or other comparable positioning techniques
 FK0265.and have an estimated accuracy of +/- 3 meters.
 FK0265
 FK0265.The orthometric height was determined by differential leveling and
 FK0265.adjusted by the NATIONAL GEODETIC SURVEY
 FK0265.in June 1991.
 FK0265
 FK0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0265.GEOID18 height accuracy estimate available here.
 FK0265
 FK0265.Click photographs - Photos may exist for this station.
 FK0265
 FK0265.The dynamic height is computed by dividing the NAVD 88
 FK0265.geopotential number by the normal gravity value computed on the
 FK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0265.degrees latitude (g = 980.6199 gals.).
 FK0265
 FK0265.The modeled gravity was interpolated from observed gravity values.
 FK0265
 FK0265;                    North         East    Units  Estimated Accuracy
 FK0265;SPC OK N     -    68,839.3     513,032.0     MT  (+/- 3 meters HH1 GPS) 
 FK0265
 FK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0362641421(NAD 83)
 FK0265
 FK0265                          SUPERSEDED SURVEY CONTROL
 FK0265
 FK0265  NGVD 29 (??/??/92)  519.072  (m)         1702.99   (f) ADJ UNCH    2 0
 FK0265
 FK0265.Superseded values are not recommended for survey control.
 FK0265
 FK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0265.See file dsdata.pdf to determine how the superseded data were derived.
 FK0265
 FK0265_MARKER: DD = SURVEY DISK
 FK0265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0265_STAMPING: 9 D 63 TT 1934
 FK0265_MARK LOGO: CGS+SS
 FK0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0265
 FK0265  HISTORY     - Date     Condition        Report By
 FK0265  HISTORY     - 1934     MONUMENTED       OKGS
 FK0265  HISTORY     - 1935     GOOD             CGS
 FK0265  HISTORY     - 19960228 MARK NOT FOUND   OKDOT
 FK0265
 FK0265                          STATION DESCRIPTION
 FK0265
 FK0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0265'3 MI N FROM ARAPAHO.
 FK0265'3.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE
 FK0265'AT ARAPAHO, CUSTER COUNTY, 0.5 MILE SOUTH OF A SECTION-LINE
 FK0265'ROAD, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5
 FK0265'FEET WEST OF A FENCE LINE, ON THE TOP OF A KNOLL.  A STATE
 FK0265'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 FK0265
 FK0265                          STATION RECOVERY (1996)
 FK0265
 FK0265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0267 ***********************************************************************
 FK0267  DESIGNATION -  9 D 651
 FK0267  PID         -  FK0267
 FK0267  STATE/COUNTY-  OK/CUSTER
 FK0267  COUNTRY     -  US
 FK0267  USGS QUAD   -  CLINTON (2018)
 FK0267
 FK0267                         *CURRENT SURVEY CONTROL
 FK0267  ______________________________________________________________________
 FK0267* NAD 83(1986) POSITION- 35 34 44.80   (N) 098 57 36.25   (W)   HD_HELD1
 FK0267* NAVD 88 ORTHO HEIGHT -   508.924 (meters)     1669.69  (feet) ADJUSTED
 FK0267  ______________________________________________________________________
 FK0267  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 FK0267  DYNAMIC HEIGHT  -        508.414 (meters)     1668.02  (feet) COMP
 FK0267  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 FK0267
 FK0267  VERT ORDER      -  FIRST     CLASS II
 FK0267
 FK0267.The horizontal coordinates were determined by differentially corrected
 FK0267.hand held GPS observations or other comparable positioning techniques
 FK0267.and have an estimated accuracy of +/- 3 meters.
 FK0267
 FK0267.The orthometric height was determined by differential leveling and
 FK0267.adjusted by the NATIONAL GEODETIC SURVEY
 FK0267.in June 1991.
 FK0267
 FK0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0267.GEOID18 height accuracy estimate available here.
 FK0267
 FK0267.Click photographs - Photos may exist for this station.
 FK0267
 FK0267.The dynamic height is computed by dividing the NAVD 88
 FK0267.geopotential number by the normal gravity value computed on the
 FK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0267.degrees latitude (g = 980.6199 gals.).
 FK0267
 FK0267.The modeled gravity was interpolated from observed gravity values.
 FK0267
 FK0267;                    North         East    Units  Estimated Accuracy
 FK0267;SPC OK N     -    64,684.5     512,980.6     MT  (+/- 3 meters HH1 GPS) 
 FK0267
 FK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0361737268(NAD 83)
 FK0267
 FK0267                          SUPERSEDED SURVEY CONTROL
 FK0267
 FK0267  NGVD 29 (??/??/92)  508.723  (m)         1669.04   (f) ADJ UNCH    1 2
 FK0267
 FK0267.Superseded values are not recommended for survey control.
 FK0267
 FK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0267.See file dsdata.pdf to determine how the superseded data were derived.
 FK0267
 FK0267_MARKER: DD = SURVEY DISK
 FK0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0267_SP_SET: BUILDING FOUNDATION
 FK0267_STAMPING: 9 D 651 TT 1934
 FK0267_MARK LOGO: CGS+SS
 FK0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0267
 FK0267  HISTORY     - Date     Condition        Report By
 FK0267  HISTORY     - 1934     MONUMENTED       OKGS
 FK0267  HISTORY     - 1935     GOOD             CGS
 FK0267  HISTORY     - 19960228 MARK NOT FOUND   OKDOT
 FK0267
 FK0267                          STATION DESCRIPTION
 FK0267
 FK0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0267'AT ARAPAHO.
 FK0267'AT ARAPAHO, 51.9 FEET WEST OF THE CENTER OF THE SOUTH MAIN
 FK0267'ENTRANCE TO THE COURTHOUSE, 0.3 FOOT ABOVE THE GROUND, SET IN
 FK0267'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 FK0267'THE COURTHOUSE.
 FK0267
 FK0267                          STATION RECOVERY (1996)
 FK0267
 FK0267'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0268 ***********************************************************************
 FK0268  DESIGNATION -  9 D 66
 FK0268  PID         -  FK0268
 FK0268  STATE/COUNTY-  OK/CUSTER
 FK0268  COUNTRY     -  US
 FK0268  USGS QUAD   -  CLINTON (2018)
 FK0268
 FK0268                         *CURRENT SURVEY CONTROL
 FK0268  ______________________________________________________________________
 FK0268* NAD 83(1986) POSITION- 35 34 21.74   (N) 098 57 51.77   (W)   HD_HELD1
 FK0268* NAVD 88 ORTHO HEIGHT -   505.889 (meters)     1659.74  (feet) ADJUSTED
 FK0268  ______________________________________________________________________
 FK0268  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 FK0268  DYNAMIC HEIGHT  -        505.382 (meters)     1658.07  (feet) COMP
 FK0268  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 FK0268
 FK0268  VERT ORDER      -  SECOND    CLASS 0
 FK0268
 FK0268.The horizontal coordinates were determined by differentially corrected
 FK0268.hand held GPS observations or other comparable positioning techniques
 FK0268.and have an estimated accuracy of +/- 3 meters.
 FK0268
 FK0268.The orthometric height was determined by differential leveling and
 FK0268.adjusted by the NATIONAL GEODETIC SURVEY
 FK0268.in June 1991.
 FK0268
 FK0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0268.GEOID18 height accuracy estimate available here.
 FK0268
 FK0268.Click photographs - Photos may exist for this station.
 FK0268
 FK0268.The dynamic height is computed by dividing the NAVD 88
 FK0268.geopotential number by the normal gravity value computed on the
 FK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0268.degrees latitude (g = 980.6199 gals.).
 FK0268
 FK0268.The modeled gravity was interpolated from observed gravity values.
 FK0268
 FK0268;                    North         East    Units  Estimated Accuracy
 FK0268;SPC OK N     -    63,977.7     512,582.8     MT  (+/- 3 meters HH1 GPS) 
 FK0268
 FK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0322736557(NAD 83)
 FK0268
 FK0268                          SUPERSEDED SURVEY CONTROL
 FK0268
 FK0268  NGVD 29 (??/??/92)  505.671  (m)         1659.02   (f) ADJ UNCH    2 0
 FK0268
 FK0268.Superseded values are not recommended for survey control.
 FK0268
 FK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0268.See file dsdata.pdf to determine how the superseded data were derived.
 FK0268
 FK0268_MARKER: DD = SURVEY DISK
 FK0268_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0268_STAMPING: 9 D 66 TT 1934
 FK0268_MARK LOGO: CGS+SS
 FK0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0268
 FK0268  HISTORY     - Date     Condition        Report By
 FK0268  HISTORY     - 1934     MONUMENTED       OKGS
 FK0268  HISTORY     - 1953     MARK NOT FOUND   CGS
 FK0268
 FK0268                          STATION DESCRIPTION
 FK0268
 FK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0268'0.6 MI S FROM ARAPAHO.
 FK0268'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0268'ARAPAHO, CUSTER COUNTY, 210 FEET SOUTH OF A SERVICE STATION,
 FK0268'90 FEET SOUTH OF A DRIVEWAY LEADING TO A FARM YARD, AND 45 FEET
 FK0268'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 FK0268'DISK, STAMPED 9 D 66 TT 1934 AND SET IN THE TOP OF A CONCRETE
 FK0268'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0270 ***********************************************************************
 FK0270  DESIGNATION -  9 D 67
 FK0270  PID         -  FK0270
 FK0270  STATE/COUNTY-  OK/CUSTER
 FK0270  COUNTRY     -  US
 FK0270  USGS QUAD   -  CLINTON (2018)
 FK0270
 FK0270                         *CURRENT SURVEY CONTROL
 FK0270  ______________________________________________________________________
 FK0270* NAD 83(1986) POSITION- 35 33 47.40   (N) 098 57 53.19   (W)   HD_HELD1
 FK0270* NAVD 88 ORTHO HEIGHT -   498.378 (meters)     1635.10  (feet) ADJUSTED
 FK0270  ______________________________________________________________________
 FK0270  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 FK0270  DYNAMIC HEIGHT  -        497.879 (meters)     1633.46  (feet) COMP
 FK0270  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 FK0270
 FK0270  VERT ORDER      -  SECOND    CLASS 0
 FK0270
 FK0270.The horizontal coordinates were determined by differentially corrected
 FK0270.hand held GPS observations or other comparable positioning techniques
 FK0270.and have an estimated accuracy of +/- 3 meters.
 FK0270
 FK0270.The orthometric height was determined by differential leveling and
 FK0270.adjusted by the NATIONAL GEODETIC SURVEY
 FK0270.in June 1991.
 FK0270
 FK0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0270.GEOID18 height accuracy estimate available here.
 FK0270
 FK0270.Click photographs - Photos may exist for this station.
 FK0270
 FK0270.The dynamic height is computed by dividing the NAVD 88
 FK0270.geopotential number by the normal gravity value computed on the
 FK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0270.degrees latitude (g = 980.6199 gals.).
 FK0270
 FK0270.The modeled gravity was interpolated from observed gravity values.
 FK0270
 FK0270;                    North         East    Units  Estimated Accuracy
 FK0270;SPC OK N     -    62,919.8     512,536.5     MT  (+/- 3 meters HH1 GPS) 
 FK0270
 FK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0319235499(NAD 83)
 FK0270
 FK0270                          SUPERSEDED SURVEY CONTROL
 FK0270
 FK0270  NGVD 29 (??/??/92)  498.162  (m)         1634.39   (f) ADJ UNCH    2 0
 FK0270
 FK0270.Superseded values are not recommended for survey control.
 FK0270
 FK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0270.See file dsdata.pdf to determine how the superseded data were derived.
 FK0270
 FK0270_MARKER: DD = SURVEY DISK
 FK0270_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0270_STAMPING: 9 D 67 TT 1934
 FK0270_MARK LOGO: CGS+SS
 FK0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0270
 FK0270  HISTORY     - Date     Condition        Report By
 FK0270  HISTORY     - 1934     MONUMENTED       OKGS
 FK0270  HISTORY     - 1953     MARK NOT FOUND   CGS
 FK0270
 FK0270                          STATION DESCRIPTION
 FK0270
 FK0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0270'1.3 MI S FROM ARAPAHO.
 FK0270'1.3 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE
 FK0270'AT ARAPAHO, CUSTER COUNTY, 0.2 MILE SOUTH OF A SECTION-LINE
 FK0270'ROAD, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 FK0270'EAST OF A FENCE, ON THE TOP OF A KNOLL.  A STATE SURVEY STANDARD
 FK0270'DISK, STAMPED 9 D 67 TT 1934 AND SET IN THE TOP OF A CONCRETE
 FK0270'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0272 ***********************************************************************
 FK0272  DESIGNATION -  9 D 69
 FK0272  PID         -  FK0272
 FK0272  STATE/COUNTY-  OK/CUSTER
 FK0272  COUNTRY     -  US
 FK0272  USGS QUAD   -  CLINTON (2018)
 FK0272
 FK0272                         *CURRENT SURVEY CONTROL
 FK0272  ______________________________________________________________________
 FK0272* NAD 83(1986) POSITION- 35 32 44.38   (N) 098 58 01.22   (W)   HD_HELD1
 FK0272* NAVD 88 ORTHO HEIGHT -   472.666 (meters)     1550.74  (feet) ADJUSTED
 FK0272  ______________________________________________________________________
 FK0272  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 FK0272  DYNAMIC HEIGHT  -        472.192 (meters)     1549.18  (feet) COMP
 FK0272  MODELED GRAVITY -    979,616.9   (mgal)                       NAVD 88
 FK0272
 FK0272  VERT ORDER      -  FIRST     CLASS II
 FK0272
 FK0272.The horizontal coordinates were determined by differentially corrected
 FK0272.hand held GPS observations or other comparable positioning techniques
 FK0272.and have an estimated accuracy of +/- 3 meters.
 FK0272
 FK0272.The orthometric height was determined by differential leveling and
 FK0272.adjusted by the NATIONAL GEODETIC SURVEY
 FK0272.in June 1991.
 FK0272
 FK0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0272.GEOID18 height accuracy estimate available here.
 FK0272
 FK0272.Click photographs - Photos may exist for this station.
 FK0272
 FK0272.The dynamic height is computed by dividing the NAVD 88
 FK0272.geopotential number by the normal gravity value computed on the
 FK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0272.degrees latitude (g = 980.6199 gals.).
 FK0272
 FK0272.The modeled gravity was interpolated from observed gravity values.
 FK0272
 FK0272;                    North         East    Units  Estimated Accuracy
 FK0272;SPC OK N     -    60,979.6     512,315.0     MT  (+/- 3 meters HH1 GPS) 
 FK0272
 FK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0299033558(NAD 83)
 FK0272
 FK0272                          SUPERSEDED SURVEY CONTROL
 FK0272
 FK0272  NGVD 29 (??/??/92)  472.460  (m)         1550.06   (f) ADJ UNCH    1 2
 FK0272
 FK0272.Superseded values are not recommended for survey control.
 FK0272
 FK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0272.See file dsdata.pdf to determine how the superseded data were derived.
 FK0272
 FK0272_MARKER: DD = SURVEY DISK
 FK0272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0272_STAMPING: 9 D 69 TT 1934
 FK0272_MARK LOGO: CGS+SS
 FK0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0272
 FK0272  HISTORY     - Date     Condition        Report By
 FK0272  HISTORY     - 1934     MONUMENTED       OKGS
 FK0272  HISTORY     - 1953     GOOD             CGS
 FK0272
 FK0272                          STATION DESCRIPTION
 FK0272
 FK0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0272'1.2 MI N FROM CLINTON.
 FK0272'1.25 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE CHICAGO, ROCK
 FK0272'ISLAND AND PACIFIC RAILROAD STATION AT CLINTON, 0.1 MILE NORTH
 FK0272'OF A DRIVEWAY LEADING WEST TO A HOUSE, 47 FEET EAST OF THE
 FK0272'CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF A FENCE, 2.4 FEET
 FK0272'WEST OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 FK0272'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FK0272'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0275 ***********************************************************************
 FK0275  DESIGNATION -  9 D 70
 FK0275  PID         -  FK0275
 FK0275  STATE/COUNTY-  OK/CUSTER
 FK0275  COUNTRY     -  US
 FK0275  USGS QUAD   -  CLINTON (2018)
 FK0275
 FK0275                         *CURRENT SURVEY CONTROL
 FK0275  ______________________________________________________________________
 FK0275* NAD 83(1986) POSITION- 35 31 17.03   (N) 098 58 01.71   (W)   HD_HELD1
 FK0275* NAVD 88 ORTHO HEIGHT -   475.294 (meters)     1559.36  (feet) ADJUSTED
 FK0275  ______________________________________________________________________
 FK0275  GEOID HEIGHT    -        -27.273 (meters)                     GEOID18
 FK0275  DYNAMIC HEIGHT  -        474.818 (meters)     1557.80  (feet) COMP
 FK0275  MODELED GRAVITY -    979,617.5   (mgal)                       NAVD 88
 FK0275
 FK0275  VERT ORDER      -  SECOND    CLASS 0
 FK0275
 FK0275.The horizontal coordinates were determined by differentially corrected
 FK0275.hand held GPS observations or other comparable positioning techniques
 FK0275.and have an estimated accuracy of +/- 3 meters.
 FK0275
 FK0275.The orthometric height was determined by differential leveling and
 FK0275.adjusted by the NATIONAL GEODETIC SURVEY
 FK0275.in June 1991.
 FK0275
 FK0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0275.GEOID18 height accuracy estimate available here.
 FK0275
 FK0275.Click photographs - Photos may exist for this station.
 FK0275
 FK0275.The dynamic height is computed by dividing the NAVD 88
 FK0275.geopotential number by the normal gravity value computed on the
 FK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0275.degrees latitude (g = 980.6199 gals.).
 FK0275
 FK0275.The modeled gravity was interpolated from observed gravity values.
 FK0275
 FK0275;                    North         East    Units  Estimated Accuracy
 FK0275;SPC OK N     -    58,287.8     512,275.8     MT  (+/- 3 meters HH1 GPS) 
 FK0275
 FK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0297930867(NAD 83)
 FK0275
 FK0275                          SUPERSEDED SURVEY CONTROL
 FK0275
 FK0275  NGVD 29 (??/??/92)  475.086  (m)         1558.68   (f) ADJ UNCH    2 0
 FK0275
 FK0275.Superseded values are not recommended for survey control.
 FK0275
 FK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0275.See file dsdata.pdf to determine how the superseded data were derived.
 FK0275
 FK0275_MARKER: DD = SURVEY DISK
 FK0275_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0275_STAMPING: 9 D 70 TT 1934
 FK0275_MARK LOGO: CGS+SS
 FK0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0275
 FK0275  HISTORY     - Date     Condition        Report By
 FK0275  HISTORY     - 1934     MONUMENTED       OKGS
 FK0275  HISTORY     - 1953     MARK NOT FOUND   CGS
 FK0275
 FK0275                          STATION DESCRIPTION
 FK0275
 FK0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0275'AT CLINTON.
 FK0275'AT CLINTON, CUSTER COUNTY, ON NORTH SIXTH STREET, 1 BLOCK NORTH
 FK0275'OF A VETERINARY HOSPITAL, 55 FEET SOUTH OF A TURN IN THE ROAD
 FK0275'DOWN A STEEP HILL TO THE CLINTON RAILROAD JUNCTION, AND NEAR
 FK0275'THE CURB ON THE EAST SIDE OF THE STREET.  A STATE SURVEY STANDARD
 FK0275'DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0250 ***********************************************************************
 FJ0250  DESIGNATION -  907
 FJ0250  PID         -  FJ0250
 FJ0250  STATE/COUNTY-  OK/LINCOLN
 FJ0250  COUNTRY     -  US
 FJ0250  USGS QUAD   -  STROUD SOUTH (2018)
 FJ0250
 FJ0250                         *CURRENT SURVEY CONTROL
 FJ0250  ______________________________________________________________________
 FJ0250* NAD 83(1986) POSITION- 35 44 38.     (N) 096 41 53.     (W)   SCALED
 FJ0250* NAVD 88 ORTHO HEIGHT -   276.121 (meters)      905.91  (feet) ADJUSTED
 FJ0250  ______________________________________________________________________
 FJ0250  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 FJ0250  DYNAMIC HEIGHT  -        275.866 (meters)      905.07  (feet) COMP
 FJ0250  MODELED GRAVITY -    979,702.9   (mgal)                       NAVD 88
 FJ0250
 FJ0250  VERT ORDER      -  SECOND    CLASS 0
 FJ0250
 FJ0250.The horizontal coordinates were scaled from a map and have
 FJ0250.an estimated accuracy of +/- 6 seconds.
 FJ0250
 FJ0250.The orthometric height was determined by differential leveling and
 FJ0250.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0250.in June 1991.
 FJ0250
 FJ0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0250.GEOID18 height accuracy estimate available here.
 FJ0250
 FJ0250.Click photographs - Photos may exist for this station.
 FJ0250
 FJ0250.The dynamic height is computed by dividing the NAVD 88
 FJ0250.geopotential number by the normal gravity value computed on the
 FJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0250.degrees latitude (g = 980.6199 gals.).
 FJ0250
 FJ0250.The modeled gravity was interpolated from observed gravity values.
 FJ0250
 FJ0250;                    North         East    Units  Estimated Accuracy
 FJ0250;SPC OK N     -    83,330.      717,760.      MT  (+/- 180 meters Scaled)
 FJ0250
 FJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE081579(NAD 83)
 FJ0250
 FJ0250                          SUPERSEDED SURVEY CONTROL
 FJ0250
 FJ0250  NGVD 29 (??/??/92)  276.015  (m)          905.56   (f) ADJ UNCH    2 0
 FJ0250
 FJ0250.Superseded values are not recommended for survey control.
 FJ0250
 FJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0250.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0250
 FJ0250_MARKER: P = PIPE CAP
 FJ0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0250_STAMPING: 71 907 ADJ 1903
 FJ0250_MARK LOGO: USGS
 FJ0250_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0250
 FJ0250  HISTORY     - Date     Condition        Report By
 FJ0250  HISTORY     - 1905     MONUMENTED       USGS
 FJ0250  HISTORY     - 1934     GOOD             CGS
 FJ0250
 FJ0250                          STATION DESCRIPTION
 FJ0250
 FJ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0250'2.5 MILES WEST OF STROUD, ALONG SLSFRY 450 FEET WEST OF M.P. 479-30,
 FJ0250'50 FEET NORTH OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 22.3
 FJ0250'FEET EAST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD CROSSING, 18.4 FEET
 FJ0250'NORTHWEST OF TELEPHONE POLE 4900, 1.3 FEET WEST OF NORTHWEST CORNER OF
 FJ0250'RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0150 ***********************************************************************
 FJ0150  DESIGNATION -  919.7
 FJ0150  PID         -  FJ0150
 FJ0150  STATE/COUNTY-  OK/LINCOLN
 FJ0150  COUNTRY     -  US
 FJ0150  USGS QUAD   -  AYDELOTTE (2018)
 FJ0150
 FJ0150                         *CURRENT SURVEY CONTROL
 FJ0150  ______________________________________________________________________
 FJ0150* NAD 83(1986) POSITION- 35 28 23.     (N) 096 55 08.     (W)   SCALED
 FJ0150* NAVD 88 ORTHO HEIGHT -   280.40  (+/-2cm)      919.9   (feet) VERTCON3
 FJ0150  ______________________________________________________________________
 FJ0150  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 FJ0150  VERT ORDER      -  ? (See Below)
 FJ0150
 FJ0150.The horizontal coordinates were scaled from a map and have
 FJ0150.an estimated accuracy of +/- 6 seconds.
 FJ0150
 FJ0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0150
 FJ0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0150.GEOID18 height accuracy estimate available here.
 FJ0150
 FJ0150.The vertical order pertains to the NGVD 29 superseded value.
 FJ0150
 FJ0150.Click photographs - Photos may exist for this station.
 FJ0150
 FJ0150;                    North         East    Units  Estimated Accuracy
 FJ0150;SPC OK N     -    53,030.      698,120.      MT  (+/- 180 meters Scaled)
 FJ0150
 FJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE888274(NAD 83)
 FJ0150
 FJ0150                          SUPERSEDED SURVEY CONTROL
 FJ0150
 FJ0150  NGVD 29 (??/??/92)  280.316  (m)          919.67   (f) ADJ UNCH       
 FJ0150
 FJ0150.Superseded values are not recommended for survey control.
 FJ0150
 FJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0150.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0150
 FJ0150_MARKER: B = BOLT
 FJ0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0150_SP_SET: BRIDGE
 FJ0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0150
 FJ0150  HISTORY     - Date     Condition        Report By
 FJ0150  HISTORY     - UNK      MONUMENTED
 FJ0150  HISTORY     - 1934     GOOD             CGS
 FJ0150
 FJ0150                          STATION DESCRIPTION
 FJ0150
 FJ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0150'2.7 MI S FROM MEEKER.
 FJ0150'IN POTTAWATOMIE COUNTY, ABOUT 2.7 MILES SOUTH ALONG THE ATCHISON,
 FJ0150'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MEEKER, LINCOLN
 FJ0150'COUNTY, AT BRIDGE 121 F, AND IN THE TOP OF THE WEST HEAD WALL.
 FJ0150'THE TOP OF A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0454 ***********************************************************************
 FH0454  DESIGNATION -  92
 FH0454  PID         -  FH0454
 FH0454  STATE/COUNTY-  OK/MUSKOGEE
 FH0454  COUNTRY     -  US
 FH0454  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0454
 FH0454                         *CURRENT SURVEY CONTROL
 FH0454  ______________________________________________________________________
 FH0454* NAD 83(2011) POSITION- 35 41 46.51608(N) 095 23 55.17764(W)   ADJUSTED
 FH0454* NAD 83(2011) ELLIP HT-   148.844 (meters)        (11/07/23)   ADJUSTED
 FH0454* NAD 83(2011) EPOCH   -  2010.00
 FH0454* NAVD 88 ORTHO HEIGHT -   178.357 (meters)      585.16  (feet) ADJUSTED
 FH0454  ______________________________________________________________________
 FH0454  GEOID HEIGHT    -        -29.517 (meters)                     GEOID18
 FH0454  NAD 83(2011) X  -   -487,911.560 (meters)                     COMP
 FH0454  NAD 83(2011) Y  - -5,162,853.484 (meters)                     COMP
 FH0454  NAD 83(2011) Z  -  3,700,960.291 (meters)                     COMP
 FH0454  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 FH0454  DYNAMIC HEIGHT  -        178.195 (meters)      584.63  (feet) COMP
 FH0454  MODELED GRAVITY -    979,719.8   (mgal)                       NAVD 88
 FH0454
 FH0454  VERT ORDER      -  SECOND    CLASS 0
 FH0454
 FH0454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0454  Standards:
 FH0454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0454  -------------------------------------------------------------------
 FH0454  NETWORK    0.35   0.86           0.14   0.15   0.44      0.03566856
 FH0454  -------------------------------------------------------------------
 FH0454  Click here for local accuracies and other accuracy information.
 FH0454
 FH0454.The horizontal coordinates were established by GPS observations
 FH0454.and adjusted by the OK DEPT OF TRANSP in November 2023.
 FH0454
 FH0454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0454.been affixed to the stable North American tectonic plate. See 
 FH0454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0454
 FH0454.The horizontal coordinates are valid at the epoch date displayed above
 FH0454.which is a decimal equivalence of Year/Month/Day.
 FH0454
 FH0454.The orthometric height was determined by differential leveling and
 FH0454.adjusted by the NATIONAL GEODETIC SURVEY
 FH0454.in June 1991.
 FH0454
 FH0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0454.GEOID18 height accuracy estimate available here.
 FH0454
 FH0454.Click photographs - Photos may exist for this station.
 FH0454
 FH0454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0454
 FH0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0454
 FH0454.The ellipsoidal height was determined by GPS observations
 FH0454.and is referenced to NAD 83.
 FH0454
 FH0454.The dynamic height is computed by dividing the NAVD 88
 FH0454.geopotential number by the normal gravity value computed on the
 FH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0454.degrees latitude (g = 980.6199 gals.).
 FH0454
 FH0454.The modeled gravity was interpolated from observed gravity values.
 FH0454
 FH0454. The following values were computed from the NAD 83(2011) position.
 FH0454
 FH0454;                    North         East     Units Scale Factor Converg.
 FH0454;SPC OK N     -    80,405.356   835,409.373   MT  0.99997901   +1 32 06.6
 FH0454;SPC OK N     -   263,796.57  2,740,838.92   sFT  0.99997901   +1 32 06.6
 FH0454;UTM  15      - 3,952,911.162   282,968.066   MT  1.00018047   -1 24 00.5
 FH0454
 FH0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0454!SPC OK N     -   0.99997664  x   0.99997901  =   0.99995565
 FH0454!UTM  15      -   0.99997664  x   1.00018047  =   1.00015710
 FH0454
 FH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8296852911(NAD 83)
 FH0454
 FH0454                          SUPERSEDED SURVEY CONTROL
 FH0454
 FH0454  NGVD 29 (??/??/92)  178.244  (m)          584.79   (f) ADJ UNCH    2 0
 FH0454
 FH0454.Superseded values are not recommended for survey control.
 FH0454
 FH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0454.See file dsdata.pdf to determine how the superseded data were derived.
 FH0454
 FH0454_MARKER: DB = BENCH MARK DISK
 FH0454_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0454_SP_SET: CULVERT
 FH0454_MARK LOGO: MKTRR
 FH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0454+STABILITY: SURFACE MOTION
 FH0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0454+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2023
 FH0454
 FH0454  HISTORY     - Date     Condition        Report By
 FH0454  HISTORY     - UNK      MONUMENTED       MKTRR
 FH0454  HISTORY     - 1934     GOOD             CGS
 FH0454  HISTORY     - 1960     GOOD             CGS
 FH0454  HISTORY     - 20070319 GOOD             AIRDAT
 FH0454  HISTORY     - 20231011 GOOD             OKDOT
 FH0454
 FH0454                          STATION DESCRIPTION
 FH0454
 FH0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0454'3.6 MI SW FROM MUSKOGEE.
 FH0454'3.6 MILES SOUTHWEST OF RAILWAY SIGNAL TOWER AT MUSKOGEE, SOUTH END
 FH0454'OF WEST HEAD-WALL OF RAILROAD CULVERT 0.4 MILES NORTH OF MILEPOST
 FH0454'508 ON MISSOURI KANSAS AND TEXAS RAILROAD
 FH0454
 FH0454                          STATION RECOVERY (1960)
 FH0454
 FH0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0454'RECOVERED IN GOOD CONDITION.
 FH0454
 FH0454                          STATION RECOVERY (2007)
 FH0454
 FH0454'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 FH0454'RECOVERED AS DESCRIBED.
 FH0454
 FH0454                          STATION RECOVERY (2023)
 FH0454
 FH0454'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0454'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0268 ***********************************************************************
 GH0268  DESIGNATION -  921.2
 GH0268  PID         -  GH0268
 GH0268  STATE/COUNTY-  OK/KAY
 GH0268  COUNTRY     -  US
 GH0268  USGS QUAD   -  PONCA CITY SE (2018)
 GH0268
 GH0268                         *CURRENT SURVEY CONTROL
 GH0268  ______________________________________________________________________
 GH0268* NAD 83(1986) POSITION- 36 36 00.     (N) 097 07 20.     (W)   SCALED
 GH0268* NAVD 88 ORTHO HEIGHT -   280.90  (+/-2cm)      921.6   (feet) VERTCON3
 GH0268  ______________________________________________________________________
 GH0268  GEOID HEIGHT    -        -28.789 (meters)                     GEOID18
 GH0268  VERT ORDER      -  ? (See Below)
 GH0268
 GH0268.The horizontal coordinates were scaled from a map and have
 GH0268.an estimated accuracy of +/- 6 seconds.
 GH0268
 GH0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0268
 GH0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0268.GEOID18 height accuracy estimate available here.
 GH0268
 GH0268.The vertical order pertains to the NGVD 29 superseded value.
 GH0268
 GH0268.Click photographs - Photos may exist for this station.
 GH0268
 GH0268;                    North         East    Units  Estimated Accuracy
 GH0268;SPC OK N     -   177,880.      678,540.      MT  (+/- 180 meters Scaled)
 GH0268
 GH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF679521(NAD 83)
 GH0268
 GH0268                          SUPERSEDED SURVEY CONTROL
 GH0268
 GH0268  NGVD 29 (??/??/92)  280.772  (m)          921.17   (f) ADJ UNCH       
 GH0268
 GH0268.Superseded values are not recommended for survey control.
 GH0268
 GH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0268.See file dsdata.pdf to determine how the superseded data were derived.
 GH0268
 GH0268_MARKER: Q = CHISELED SQUARE
 GH0268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0268_SP_SET: CULVERT HEADWALL
 GH0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0268+STABILITY: SURFACE MOTION
 GH0268
 GH0268  HISTORY     - Date     Condition        Report By
 GH0268  HISTORY     - UNK      MONUMENTED
 GH0268  HISTORY     - 1934     GOOD             CGS
 GH0268
 GH0268                          STATION DESCRIPTION
 GH0268
 GH0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0268'8 MI SW FROM PONCA CITY.
 GH0268'IN KAY COUNTY, ABOUT 3.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA
 GH0268'AND SANTA FE RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY,
 GH0268'ABOUT 0.2 MILE NORTHEAST OF MILEPOST 297, ABOUT 40 FEET WEST OF
 GH0268'BLOCK SIGNAL 296.1, AT CONCRETE CULVERT 296 B, AT THE EAST END OF
 GH0268'THE NORTH HEAD WALL, ON THE CENTER OF THE TOP OF THE EAST WING
 GH0268'WALL, AND 11 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 GH0268'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0149 ***********************************************************************
 FJ0149  DESIGNATION -  924
 FJ0149  PID         -  FJ0149
 FJ0149  STATE/COUNTY-  OK/LINCOLN
 FJ0149  COUNTRY     -  US
 FJ0149  USGS QUAD   -  AYDELOTTE (2018)
 FJ0149
 FJ0149                         *CURRENT SURVEY CONTROL
 FJ0149  ______________________________________________________________________
 FJ0149* NAD 83(1986) POSITION- 35 28 13.     (N) 096 55 07.     (W)   SCALED
 FJ0149* NAVD 88 ORTHO HEIGHT -   281.272 (meters)      922.81  (feet) ADJUSTED
 FJ0149  ______________________________________________________________________
 FJ0149  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 FJ0149  DYNAMIC HEIGHT  -        281.007 (meters)      921.94  (feet) COMP
 FJ0149  MODELED GRAVITY -    979,686.4   (mgal)                       NAVD 88
 FJ0149
 FJ0149  VERT ORDER      -  SECOND    CLASS 0
 FJ0149
 FJ0149.The horizontal coordinates were scaled from a map and have
 FJ0149.an estimated accuracy of +/- 6 seconds.
 FJ0149
 FJ0149.The orthometric height was determined by differential leveling and
 FJ0149.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0149.in June 1991.
 FJ0149
 FJ0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0149.GEOID18 height accuracy estimate available here.
 FJ0149
 FJ0149.Click photographs - Photos may exist for this station.
 FJ0149
 FJ0149.The dynamic height is computed by dividing the NAVD 88
 FJ0149.geopotential number by the normal gravity value computed on the
 FJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0149.degrees latitude (g = 980.6199 gals.).
 FJ0149
 FJ0149.The modeled gravity was interpolated from observed gravity values.
 FJ0149
 FJ0149;                    North         East    Units  Estimated Accuracy
 FJ0149;SPC OK N     -    52,730.      698,150.      MT  (+/- 180 meters Scaled)
 FJ0149
 FJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE888271(NAD 83)
 FJ0149
 FJ0149                          SUPERSEDED SURVEY CONTROL
 FJ0149
 FJ0149  NGVD 29 (??/??/92)  281.183  (m)          922.51   (f) ADJ UNCH    2 0
 FJ0149
 FJ0149.Superseded values are not recommended for survey control.
 FJ0149
 FJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0149.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0149
 FJ0149_MARKER: DB = BENCH MARK DISK
 FJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0149_STAMPING: 924 ADJ 1903
 FJ0149_MARK LOGO: USGS
 FJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0149+STABILITY: SURFACE MOTION
 FJ0149
 FJ0149  HISTORY     - Date     Condition        Report By
 FJ0149  HISTORY     - 1905     MONUMENTED       USGS
 FJ0149  HISTORY     - 1934     GOOD             CGS
 FJ0149  HISTORY     - 1969     POOR
 FJ0149
 FJ0149                          STATION DESCRIPTION
 FJ0149
 FJ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0149'2.7 MI S FROM MEEKER.
 FJ0149'IN POTTAWATOMIE COUNTY, ABOUT 2.7 MILES SOUTH ALONG THE ATCHISON,
 FJ0149'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MEEKER, LINCOLN
 FJ0149'COUNTY, IN THE TOP OF STONE MILEPOST 122, AND 12 FEET WEST OF THE
 FJ0149'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FJ0149'DISK, STAMPED 924 ADJ 1903.  (281.183 METERS OR 922.515 FEET.)
 FJ0149'NOTE-- LEANING SEVERELY AND APPARENTLY SETTLED.
 FJ0149
 FJ0149                          STATION RECOVERY (1969)
 FJ0149
 FJ0149'RECOVERED 1969
 FJ0149'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0271 ***********************************************************************
 GH0271  DESIGNATION -  926.9
 GH0271  PID         -  GH0271
 GH0271  STATE/COUNTY-  OK/KAY
 GH0271  COUNTRY     -  US
 GH0271  USGS QUAD   -  PONCA CITY (2018)
 GH0271
 GH0271                         *CURRENT SURVEY CONTROL
 GH0271  ______________________________________________________________________
 GH0271* NAD 83(1986) POSITION- 36 37 46.     (N) 097 05 08.     (W)   SCALED
 GH0271* NAVD 88 ORTHO HEIGHT -   282.64  (+/-2cm)      927.3   (feet) VERTCON3
 GH0271  ______________________________________________________________________
 GH0271  GEOID HEIGHT    -        -28.820 (meters)                     GEOID18
 GH0271  VERT ORDER      -  ? (See Below)
 GH0271
 GH0271.The horizontal coordinates were scaled from a map and have
 GH0271.an estimated accuracy of +/- 6 seconds.
 GH0271
 GH0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0271
 GH0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0271.GEOID18 height accuracy estimate available here.
 GH0271
 GH0271.The vertical order pertains to the NGVD 29 superseded value.
 GH0271
 GH0271.Click photographs - Photos may exist for this station.
 GH0271
 GH0271;                    North         East    Units  Estimated Accuracy
 GH0271;SPC OK N     -   181,180.      681,790.      MT  (+/- 180 meters Scaled)
 GH0271
 GH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF711554(NAD 83)
 GH0271
 GH0271                          SUPERSEDED SURVEY CONTROL
 GH0271
 GH0271  NGVD 29 (??/??/92)  282.515  (m)          926.88   (f) ADJ UNCH       
 GH0271
 GH0271.Superseded values are not recommended for survey control.
 GH0271
 GH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0271.See file dsdata.pdf to determine how the superseded data were derived.
 GH0271
 GH0271_MARKER: Q = CHISELED SQUARE
 GH0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0271_SP_SET: ABUTMENT
 GH0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0271
 GH0271  HISTORY     - Date     Condition        Report By
 GH0271  HISTORY     - UNK      MONUMENTED
 GH0271  HISTORY     - 1934     GOOD             CGS
 GH0271
 GH0271                          STATION DESCRIPTION
 GH0271
 GH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0271'5.3 MI S FROM PONCA CITY.
 GH0271'ABOUT 5.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0271'FE RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 1.2
 GH0271'MILES SOUTHWEST OF THE STATION AT WHITE EAGLE, AT STEEL BRIDGE
 GH0271'294 A OVER SALT FORK OF ARKANSAS RIVER, ON THE TOP OF THE NORTHWEST
 GH0271'END OF THE MASONRY CAPSTONE OF THE NORTHEAST ABUTMENT, AND 11
 GH0271'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0262 ***********************************************************************
 GH0262  DESIGNATION -  934.2
 GH0262  PID         -  GH0262
 GH0262  STATE/COUNTY-  OK/NOBLE
 GH0262  COUNTRY     -  US
 GH0262  USGS QUAD   -  MARLAND (2018)
 GH0262
 GH0262                         *CURRENT SURVEY CONTROL
 GH0262  ______________________________________________________________________
 GH0262* NAD 83(1986) POSITION- 36 31 53.     (N) 097 09 39.     (W)   SCALED
 GH0262* NAVD 88 ORTHO HEIGHT -   284.87  (+/-2cm)      934.6   (feet) VERTCON3
 GH0262  ______________________________________________________________________
 GH0262  GEOID HEIGHT    -        -28.716 (meters)                     GEOID18
 GH0262  VERT ORDER      -  ? (See Below)
 GH0262
 GH0262.The horizontal coordinates were scaled from a map and have
 GH0262.an estimated accuracy of +/- 6 seconds.
 GH0262
 GH0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0262
 GH0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0262.GEOID18 height accuracy estimate available here.
 GH0262
 GH0262.The vertical order pertains to the NGVD 29 superseded value.
 GH0262
 GH0262.Click photographs - Photos may exist for this station.
 GH0262
 GH0262;                    North         East    Units  Estimated Accuracy
 GH0262;SPC OK N     -   170,240.      675,150.      MT  (+/- 180 meters Scaled)
 GH0262
 GH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF646444(NAD 83)
 GH0262
 GH0262                          SUPERSEDED SURVEY CONTROL
 GH0262
 GH0262  NGVD 29 (??/??/92)  284.740  (m)          934.18   (f) ADJ UNCH       
 GH0262
 GH0262.Superseded values are not recommended for survey control.
 GH0262
 GH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0262.See file dsdata.pdf to determine how the superseded data were derived.
 GH0262
 GH0262_MARKER: Q = CHISELED SQUARE
 GH0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0262_SP_SET: BRIDGE ABUTMENT
 GH0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0262
 GH0262  HISTORY     - Date     Condition        Report By
 GH0262  HISTORY     - UNK      MONUMENTED
 GH0262  HISTORY     - 1934     GOOD             CGS
 GH0262
 GH0262                          STATION DESCRIPTION
 GH0262
 GH0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0262'1.9 MI S FROM MARLAND.
 GH0262'ABOUT 1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0262'RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY, ABOUT 1,130
 GH0262'FEET SOUTH OF MILEPOST 302, ABOUT 105 FEET NORTH OF SEMAPHORE
 GH0262'302.2, AT STEEL BRIDGE 302 A, ON THE TOP OF THE WEST END OF THE
 GH0262'NORTH STONE ABUTMENT, AND 11 FEET WEST OF THE CENTER LINE OF THE
 GH0262'TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0260 ***********************************************************************
 GH0260  DESIGNATION -  938.1
 GH0260  PID         -  GH0260
 GH0260  STATE/COUNTY-  OK/NOBLE
 GH0260  COUNTRY     -  US
 GH0260  USGS QUAD   -  MARLAND (2018)
 GH0260
 GH0260                         *CURRENT SURVEY CONTROL
 GH0260  ______________________________________________________________________
 GH0260* NAD 83(1986) POSITION- 36 30 25.     (N) 097 10 08.     (W)   SCALED
 GH0260* NAVD 88 ORTHO HEIGHT -   286.06  (+/-2cm)      938.5   (feet) VERTCON3
 GH0260  ______________________________________________________________________
 GH0260  GEOID HEIGHT    -        -28.690 (meters)                     GEOID18
 GH0260  VERT ORDER      -  ? (See Below)
 GH0260
 GH0260.The horizontal coordinates were scaled from a map and have
 GH0260.an estimated accuracy of +/- 6 seconds.
 GH0260
 GH0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0260
 GH0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0260.GEOID18 height accuracy estimate available here.
 GH0260
 GH0260.The vertical order pertains to the NGVD 29 superseded value.
 GH0260
 GH0260.Click photographs - Photos may exist for this station.
 GH0260
 GH0260;                    North         East    Units  Estimated Accuracy
 GH0260;SPC OK N     -   167,520.      674,450.      MT  (+/- 180 meters Scaled)
 GH0260
 GH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF639417(NAD 83)
 GH0260
 GH0260                          SUPERSEDED SURVEY CONTROL
 GH0260
 GH0260  NGVD 29 (??/??/92)  285.935  (m)          938.11   (f) ADJ UNCH       
 GH0260
 GH0260.Superseded values are not recommended for survey control.
 GH0260
 GH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0260.See file dsdata.pdf to determine how the superseded data were derived.
 GH0260
 GH0260_MARKER: B = BOLT
 GH0260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0260_SP_SET: CULVERT HEADWALL
 GH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0260+STABILITY: SURFACE MOTION
 GH0260
 GH0260  HISTORY     - Date     Condition        Report By
 GH0260  HISTORY     - UNK      MONUMENTED
 GH0260  HISTORY     - 1934     GOOD             CGS
 GH0260
 GH0260                          STATION DESCRIPTION
 GH0260
 GH0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0260'3.1 MI S FROM MARLAND.
 GH0260'ABOUT 3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0260'RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY, AT CONCRETE
 GH0260'CULVERT 303 B, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 GH0260'HEAD WALL, AND 14 FEET WEST OF THE CENTER LINE OF THE TRACK.
 GH0260'A BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0350 ***********************************************************************
 GH0350  DESIGNATION -  943.9=315 C
 GH0350  PID         -  GH0350
 GH0350  STATE/COUNTY-  OK/NOBLE
 GH0350  COUNTRY     -  US
 GH0350  USGS QUAD   -  BLACK BEAR (2018)
 GH0350
 GH0350                         *CURRENT SURVEY CONTROL
 GH0350  ______________________________________________________________________
 GH0350* NAD 83(1986) POSITION- 36 20 50.     (N) 097 12 17.     (W)   SCALED
 GH0350* NAVD 88 ORTHO HEIGHT -   287.841 (meters)      944.36  (feet) ADJUSTED
 GH0350  ______________________________________________________________________
 GH0350  GEOID HEIGHT    -        -28.467 (meters)                     GEOID18
 GH0350  DYNAMIC HEIGHT  -        287.586 (meters)      943.52  (feet) COMP
 GH0350  MODELED GRAVITY -    979,740.4   (mgal)                       NAVD 88
 GH0350
 GH0350  VERT ORDER      -  SECOND    CLASS 0
 GH0350
 GH0350.The horizontal coordinates were scaled from a map and have
 GH0350.an estimated accuracy of +/- 6 seconds.
 GH0350
 GH0350.The orthometric height was determined by differential leveling and
 GH0350.adjusted by the NATIONAL GEODETIC SURVEY
 GH0350.in June 1991.
 GH0350
 GH0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0350.GEOID18 height accuracy estimate available here.
 GH0350
 GH0350.Click photographs - Photos may exist for this station.
 GH0350
 GH0350.The dynamic height is computed by dividing the NAVD 88
 GH0350.geopotential number by the normal gravity value computed on the
 GH0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0350.degrees latitude (g = 980.6199 gals.).
 GH0350
 GH0350.The modeled gravity was interpolated from observed gravity values.
 GH0350
 GH0350;                    North         East    Units  Estimated Accuracy
 GH0350;SPC OK N     -   149,770.      671,390.      MT  (+/- 180 meters Scaled)
 GH0350
 GH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF610239(NAD 83)
 GH0350
 GH0350                          SUPERSEDED SURVEY CONTROL
 GH0350
 GH0350  NGVD 29 (??/??/92)  287.716  (m)          943.95   (f) ADJ UNCH    2 0
 GH0350
 GH0350.Superseded values are not recommended for survey control.
 GH0350
 GH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0350.See file dsdata.pdf to determine how the superseded data were derived.
 GH0350
 GH0350_MARKER: Q = CHISELED SQUARE
 GH0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0350_SP_SET: BRIDGE ABUTMENT
 GH0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0350
 GH0350  HISTORY     - Date     Condition        Report By
 GH0350  HISTORY     - UNK      MONUMENTED
 GH0350  HISTORY     - 1934     GOOD             CGS
 GH0350
 GH0350                          STATION DESCRIPTION
 GH0350
 GH0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0350'7.3 MI NE FROM PERRY.
 GH0350'ABOUT 0.4 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0350'RAILWAY FROM THE STATION AT BLACK BEAR, NOBLE COUNTY, AT BRIDGE
 GH0350'315 C OVER BEAR CREEK, AT THE NORTH CONCRETE ABUTMENT, AND ON THE
 GH0350'TOP OF THE NORTHEAST END.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0240 ***********************************************************************
 EL0240  DESIGNATION -  946
 EL0240  PID         -  EL0240
 EL0240  STATE/COUNTY-  OK/PONTOTOC
 EL0240  COUNTRY     -  US
 EL0240  USGS QUAD   -  FRANCIS (2018)
 EL0240
 EL0240                         *CURRENT SURVEY CONTROL
 EL0240  ______________________________________________________________________
 EL0240* NAD 83(1986) POSITION- 34 51 14.     (N) 096 37 01.     (W)   SCALED
 EL0240* NAVD 88 ORTHO HEIGHT -   288.559 (meters)      946.71  (feet) ADJUSTED
 EL0240  ______________________________________________________________________
 EL0240  GEOID HEIGHT    -        -26.704 (meters)                     GEOID18
 EL0240  DYNAMIC HEIGHT  -        288.279 (meters)      945.80  (feet) COMP
 EL0240  MODELED GRAVITY -    979,656.3   (mgal)                       NAVD 88
 EL0240
 EL0240  VERT ORDER      -  SECOND    CLASS 0
 EL0240
 EL0240.The horizontal coordinates were scaled from a map and have
 EL0240.an estimated accuracy of +/- 6 seconds.
 EL0240
 EL0240.The orthometric height was determined by differential leveling and
 EL0240.adjusted by the NATIONAL GEODETIC SURVEY
 EL0240.in June 1991.
 EL0240
 EL0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0240.GEOID18 height accuracy estimate available here.
 EL0240
 EL0240.Click photographs - Photos may exist for this station.
 EL0240
 EL0240.The dynamic height is computed by dividing the NAVD 88
 EL0240.geopotential number by the normal gravity value computed on the
 EL0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0240.degrees latitude (g = 980.6199 gals.).
 EL0240
 EL0240.The modeled gravity was interpolated from observed gravity values.
 EL0240
 EL0240;                    North         East    Units  Estimated Accuracy
 EL0240;SPC OK S     -   169,530.      726,470.      MT  (+/- 180 meters Scaled)
 EL0240
 EL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD178594(NAD 83)
 EL0240
 EL0240                          SUPERSEDED SURVEY CONTROL
 EL0240
 EL0240  NGVD 29 (??/??/92)  288.462  (m)          946.40   (f) ADJ UNCH    2 0
 EL0240
 EL0240.Superseded values are not recommended for survey control.
 EL0240
 EL0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0240.See file dsdata.pdf to determine how the superseded data were derived.
 EL0240
 EL0240_MARKER: DD = SURVEY DISK
 EL0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0240_STAMPING: R 6-7 E AND T 4-5 N
 EL0240_MARK LOGO: USGS
 EL0240_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0240
 EL0240  HISTORY     - Date     Condition        Report By
 EL0240  HISTORY     - UNK      MONUMENTED       USGS
 EL0240  HISTORY     - 1934     GOOD             CGS
 EL0240  HISTORY     - 1944     GOOD
 EL0240
 EL0240                          STATION DESCRIPTION
 EL0240
 EL0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0240'2.5 MILES SOUTHWEST OF ST. L AND S.F. RR. STATION AT FRANCIS.
 EL0240'AT THE CLOSING CORNER OF TOWNSHIP 4 AND 5 NORTH, AND RANGES
 EL0240'6 AND 7 EAST.  600 FEET NORTH OF CROSSING OF COUNTY ROAD AND
 EL0240'ST LOUIS AND SAN FRANCISCO RAILWAY TRACK.  NOTE-- 1300 FT NORTH
 EL0240'OF ST. LOUIS-SAN FRANCISCO RAILROAD CROSSING.  2.3 MI SW OF
 EL0240'FRANCIS.  1280 FT N OF CENTER ROAD RUNNING W. FROM RR CROSSING.
 EL0240
 EL0240                          STATION RECOVERY (1944)
 EL0240
 EL0240'RECOVERED 1944
 EL0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0228 ***********************************************************************
 FJ0228  DESIGNATION -  954.3
 FJ0228  PID         -  FJ0228
 FJ0228  STATE/COUNTY-  OK/PAYNE
 FJ0228  COUNTRY     -  US
 FJ0228  USGS QUAD   -  CUSHING (2018)
 FJ0228
 FJ0228                         *CURRENT SURVEY CONTROL
 FJ0228  ______________________________________________________________________
 FJ0228* NAD 83(1986) POSITION- 35 58 56.     (N) 096 46 18.     (W)   SCALED
 FJ0228* NAVD 88 ORTHO HEIGHT -   290.985 (meters)      954.67  (feet) ADJUSTED
 FJ0228  ______________________________________________________________________
 FJ0228  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 FJ0228  DYNAMIC HEIGHT  -        290.721 (meters)      953.81  (feet) COMP
 FJ0228  MODELED GRAVITY -    979,719.5   (mgal)                       NAVD 88
 FJ0228
 FJ0228  VERT ORDER      -  SECOND    CLASS 0
 FJ0228
 FJ0228.The horizontal coordinates were scaled from a map and have
 FJ0228.an estimated accuracy of +/- 6 seconds.
 FJ0228
 FJ0228.The orthometric height was determined by differential leveling and
 FJ0228.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0228.in June 1991.
 FJ0228
 FJ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0228.GEOID18 height accuracy estimate available here.
 FJ0228
 FJ0228.Click photographs - Photos may exist for this station.
 FJ0228
 FJ0228.The dynamic height is computed by dividing the NAVD 88
 FJ0228.geopotential number by the normal gravity value computed on the
 FJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0228.degrees latitude (g = 980.6199 gals.).
 FJ0228
 FJ0228.The modeled gravity was interpolated from observed gravity values.
 FJ0228
 FJ0228;                    North         East    Units  Estimated Accuracy
 FJ0228;SPC OK N     -   109,680.      710,770.      MT  (+/- 180 meters Scaled)
 FJ0228
 FJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE008842(NAD 83)
 FJ0228
 FJ0228                          SUPERSEDED SURVEY CONTROL
 FJ0228
 FJ0228  NGVD 29 (??/??/92)  290.876  (m)          954.32   (f) ADJ UNCH    2 0
 FJ0228
 FJ0228.Superseded values are not recommended for survey control.
 FJ0228
 FJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0228.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0228
 FJ0228_MARKER: Z = SEE DESCRIPTION
 FJ0228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0228_SP_SET: STEP LEDGE
 FJ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0228
 FJ0228  HISTORY     - Date     Condition        Report By
 FJ0228  HISTORY     - 1934     MONUMENTED       CGS
 FJ0228  HISTORY     - 1934     GOOD             CGS
 FJ0228  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ0228
 FJ0228                          STATION DESCRIPTION
 FJ0228
 FJ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0228'AT CUSHING.
 FJ0228'ON THE TOP OF THE WEST LEDGE OF THE SOUTH ENTRANCE STEPS OF THE
 FJ0228'CITY HALL IN CUSHING, NEAR BASE OF LIGHT STANDARD.
 FJ0228
 FJ0228                          STATION RECOVERY (2018)
 FJ0228
 FJ0228'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ0228'THE ORIGINAL BUILDING AND STEPS WERE DEMOLISHED IN 1968 AND A NEW
 FJ0228'BUILDING HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0328 ***********************************************************************
 GG0328  DESIGNATION -  96
 GG0328  PID         -  GG0328
 GG0328  STATE/COUNTY-  OK/MAYES
 GG0328  COUNTRY     -  US
 GG0328  USGS QUAD   -  ROCKY POINT (2018)
 GG0328
 GG0328                         *CURRENT SURVEY CONTROL
 GG0328  ______________________________________________________________________
 GG0328* NAD 83(1986) POSITION- 36 05 28.     (N) 095 21 51.     (W)   SCALED
 GG0328* NAVD 88 ORTHO HEIGHT -   183.844 (meters)      603.16  (feet) ADJUSTED
 GG0328  ______________________________________________________________________
 GG0328  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 GG0328  DYNAMIC HEIGHT  -        183.683 (meters)      602.63  (feet) COMP
 GG0328  MODELED GRAVITY -    979,753.5   (mgal)                       NAVD 88
 GG0328
 GG0328  VERT ORDER      -  SECOND    CLASS 0
 GG0328
 GG0328.The horizontal coordinates were scaled from a map and have
 GG0328.an estimated accuracy of +/- 6 seconds.
 GG0328
 GG0328.The orthometric height was determined by differential leveling and
 GG0328.adjusted by the NATIONAL GEODETIC SURVEY
 GG0328.in June 1991.
 GG0328
 GG0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0328.GEOID18 height accuracy estimate available here.
 GG0328
 GG0328.Click photographs - Photos may exist for this station.
 GG0328
 GG0328.The dynamic height is computed by dividing the NAVD 88
 GG0328.geopotential number by the normal gravity value computed on the
 GG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0328.degrees latitude (g = 980.6199 gals.).
 GG0328
 GG0328.The modeled gravity was interpolated from observed gravity values.
 GG0328
 GG0328;                    North         East    Units  Estimated Accuracy
 GG0328;SPC OK N     -   124,280.      837,340.      MT  (+/- 180 meters Scaled)
 GG0328
 GG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV871966(NAD 83)
 GG0328
 GG0328                          SUPERSEDED SURVEY CONTROL
 GG0328
 GG0328  NGVD 29 (??/??/92)  183.732  (m)          602.79   (f) ADJ UNCH    2 0
 GG0328
 GG0328.Superseded values are not recommended for survey control.
 GG0328
 GG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0328.See file dsdata.pdf to determine how the superseded data were derived.
 GG0328
 GG0328_MARKER: DB = BENCH MARK DISK
 GG0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0328_SP_SET: CULVERT HEADWALL
 GG0328_MARK LOGO: MKTRR
 GG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0328+STABILITY: SURFACE MOTION
 GG0328
 GG0328  HISTORY     - Date     Condition        Report By
 GG0328  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0328  HISTORY     - 1934     GOOD             CGS
 GG0328  HISTORY     - 1960     GOOD             CGS
 GG0328
 GG0328                          STATION DESCRIPTION
 GG0328
 GG0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0328'1.1 MI S FROM MAZIE.
 GG0328'SOUTH END OF WEST HEAD-WALL OF CONCRETE CULVERT 6 POLES NORTH
 GG0328'OF MILEPOST 479 ON MISSOURI-KANSAS AND TEXAS RAILROAD.
 GG0328
 GG0328                          STATION RECOVERY (1960)
 GG0328
 GG0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0332 ***********************************************************************
 GG0332  DESIGNATION -  97
 GG0332  PID         -  GG0332
 GG0332  STATE/COUNTY-  OK/MAYES
 GG0332  COUNTRY     -  US
 GG0332  USGS QUAD   -  CHOUTEAU (2019)
 GG0332
 GG0332                         *CURRENT SURVEY CONTROL
 GG0332  ______________________________________________________________________
 GG0332* NAD 83(1986) POSITION- 36 10 51.     (N) 095 20 39.     (W)   SCALED
 GG0332* NAVD 88 ORTHO HEIGHT -   189.96  (+/-2cm)      623.2   (feet) VERTCON3
 GG0332  ______________________________________________________________________
 GG0332  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 GG0332  VERT ORDER      -  ? (See Below)
 GG0332
 GG0332.The horizontal coordinates were scaled from a map and have
 GG0332.an estimated accuracy of +/- 6 seconds.
 GG0332
 GG0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0332
 GG0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0332.GEOID18 height accuracy estimate available here.
 GG0332
 GG0332.The vertical order pertains to the NGVD 29 superseded value.
 GG0332
 GG0332.Click photographs - Photos may exist for this station.
 GG0332
 GG0332;                    North         East    Units  Estimated Accuracy
 GG0332;SPC OK N     -   134,280.      838,870.      MT  (+/- 180 meters Scaled)
 GG0332
 GG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA891065(NAD 83)
 GG0332
 GG0332                          SUPERSEDED SURVEY CONTROL
 GG0332
 GG0332  NGVD 29 (??/??/92)  189.846  (m)          622.85   (f) ADJ UNCH       
 GG0332
 GG0332.Superseded values are not recommended for survey control.
 GG0332
 GG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0332.See file dsdata.pdf to determine how the superseded data were derived.
 GG0332
 GG0332_MARKER: DB = BENCH MARK DISK
 GG0332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0332_SP_SET: CULVERT HEADWALL
 GG0332_MARK LOGO: MKTRR
 GG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0332+STABILITY: SURFACE MOTION
 GG0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0332+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2017
 GG0332
 GG0332  HISTORY     - Date     Condition        Report By
 GG0332  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0332  HISTORY     - 1934     GOOD             CGS
 GG0332  HISTORY     - 1960     GOOD             CGS
 GG0332  HISTORY     - 20170901 GOOD             LOCSUR
 GG0332
 GG0332                          STATION DESCRIPTION
 GG0332
 GG0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0332'0.4 MI S FROM CHOTEAU.
 GG0332'0.4 MILES SOUTH OF M-K AND T RR DEPOT AT CHOTEAU SOUTH END OF
 GG0332'WEST HEAD-WALL OF CONCRETE CULVERT 5 POLES NORTH OF SIGNAL TOWER
 GG0332'472.7 ON MISSOURI-KANSAS AND TEXAS RAILROAD.
 GG0332
 GG0332                          STATION RECOVERY (1960)
 GG0332
 GG0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0332'RECOVERED IN GOOD CONDITION.
 GG0332
 GG0332                          STATION RECOVERY (2017)
 GG0332
 GG0332'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2017 (BLK)
 GG0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0263 ***********************************************************************
 GH0263  DESIGNATION -  976.3=300 C
 GH0263  PID         -  GH0263
 GH0263  STATE/COUNTY-  OK/NOBLE
 GH0263  COUNTRY     -  US
 GH0263  USGS QUAD   -  MARLAND (2018)
 GH0263
 GH0263                         *CURRENT SURVEY CONTROL
 GH0263  ______________________________________________________________________
 GH0263* NAD 83(1986) POSITION- 36 32 59.     (N) 097 09 08.     (W)   SCALED
 GH0263* NAVD 88 ORTHO HEIGHT -   297.720 (meters)      976.77  (feet) ADJUSTED
 GH0263  ______________________________________________________________________
 GH0263  GEOID HEIGHT    -        -28.734 (meters)                     GEOID18
 GH0263  DYNAMIC HEIGHT  -        297.461 (meters)      975.92  (feet) COMP
 GH0263  MODELED GRAVITY -    979,755.6   (mgal)                       NAVD 88
 GH0263
 GH0263  VERT ORDER      -  SECOND    CLASS 0
 GH0263
 GH0263.The horizontal coordinates were scaled from a map and have
 GH0263.an estimated accuracy of +/- 6 seconds.
 GH0263
 GH0263.The orthometric height was determined by differential leveling and
 GH0263.adjusted by the NATIONAL GEODETIC SURVEY
 GH0263.in June 1991.
 GH0263
 GH0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0263.GEOID18 height accuracy estimate available here.
 GH0263
 GH0263.Click photographs - Photos may exist for this station.
 GH0263
 GH0263.The dynamic height is computed by dividing the NAVD 88
 GH0263.geopotential number by the normal gravity value computed on the
 GH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0263.degrees latitude (g = 980.6199 gals.).
 GH0263
 GH0263.The modeled gravity was interpolated from observed gravity values.
 GH0263
 GH0263;                    North         East    Units  Estimated Accuracy
 GH0263;SPC OK N     -   172,280.      675,900.      MT  (+/- 180 meters Scaled)
 GH0263
 GH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF653465(NAD 83)
 GH0263
 GH0263                          SUPERSEDED SURVEY CONTROL
 GH0263
 GH0263  NGVD 29 (??/??/92)  297.591  (m)          976.35   (f) ADJ UNCH    2 0
 GH0263
 GH0263.Superseded values are not recommended for survey control.
 GH0263
 GH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0263.See file dsdata.pdf to determine how the superseded data were derived.
 GH0263
 GH0263_MARKER: Q = CHISELED SQUARE
 GH0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0263_SP_SET: CULVERT
 GH0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0263
 GH0263  HISTORY     - Date     Condition        Report By
 GH0263  HISTORY     - UNK      MONUMENTED
 GH0263  HISTORY     - 1934     GOOD             CGS
 GH0263
 GH0263                          STATION DESCRIPTION
 GH0263
 GH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0263'0.6 MI S FROM MARLAND.
 GH0263'ABOUT 0.6 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0263'RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY, ABOUT 400 FEET
 GH0263'SOUTH OF THE CENTER OF A PUBLIC-ROAD CROSSING, AT CONCRETE CULVERT
 GH0263'300 C, ON THE TOP OF THE NORTH END OF THE WEST HEAD WALL, AND 14
 GH0263'FEET WEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0334 ***********************************************************************
 GG0334  DESIGNATION -  98
 GG0334  PID         -  GG0334
 GG0334  STATE/COUNTY-  OK/MAYES
 GG0334  COUNTRY     -  US
 GG0334  USGS QUAD   -  CHOUTEAU (2019)
 GG0334
 GG0334                         *CURRENT SURVEY CONTROL
 GG0334  ______________________________________________________________________
 GG0334* NAD 83(1986) POSITION- 36 12 06.     (N) 095 20 28.     (W)   SCALED
 GG0334* NAVD 88 ORTHO HEIGHT -   181.47  (+/-2cm)      595.4   (feet) VERTCON3
 GG0334  ______________________________________________________________________
 GG0334  GEOID HEIGHT    -        -29.171 (meters)                     GEOID18
 GG0334  VERT ORDER      -  ? (See Below)
 GG0334
 GG0334.The horizontal coordinates were scaled from a map and have
 GG0334.an estimated accuracy of +/- 6 seconds.
 GG0334
 GG0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0334
 GG0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0334.GEOID18 height accuracy estimate available here.
 GG0334
 GG0334.The vertical order pertains to the NGVD 29 superseded value.
 GG0334
 GG0334.Click photographs - Photos may exist for this station.
 GG0334
 GG0334;                    North         East    Units  Estimated Accuracy
 GG0334;SPC OK N     -   136,600.      839,080.      MT  (+/- 180 meters Scaled)
 GG0334
 GG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA895088(NAD 83)
 GG0334
 GG0334                          SUPERSEDED SURVEY CONTROL
 GG0334
 GG0334  NGVD 29 (??/??/92)  181.362  (m)          595.02   (f) ADJ UNCH       
 GG0334
 GG0334.Superseded values are not recommended for survey control.
 GG0334
 GG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0334.See file dsdata.pdf to determine how the superseded data were derived.
 GG0334
 GG0334_MARKER: X = CHISELED CROSS
 GG0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0334_SP_SET: CULVERT HEADWALL
 GG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0334+STABILITY: SURFACE MOTION
 GG0334
 GG0334  HISTORY     - Date     Condition        Report By
 GG0334  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0334  HISTORY     - 1934     GOOD             CGS
 GG0334  HISTORY     - 1960     GOOD             CGS
 GG0334
 GG0334                          STATION DESCRIPTION
 GG0334
 GG0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0334'1.1 MI N FROM CHOTEAU.
 GG0334'1.1 MILES NORTH OF M-K AND T RR DEPOT AT CHOTEAU NORTH END OF
 GG0334'EAST HEAD-WALL OF CONCRETE CULVERT 5 POLES SOUTH OF MILEPOST
 GG0334'471 ON MISSOURI-KANSAS AND TEXAS RAILROAD.  NOTE-- ON ABANDONED
 GG0334'RR GRADE TO EAST OF PRESENT RR AND 4 FEET LOWER THAN PRESENT GRADE.
 GG0334
 GG0334                          STATION RECOVERY (1960)
 GG0334
 GG0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0265 ***********************************************************************
 GH0265  DESIGNATION -  987.7=299 D
 GH0265  PID         -  GH0265
 GH0265  STATE/COUNTY-  OK/NOBLE
 GH0265  COUNTRY     -  US
 GH0265  USGS QUAD   -  MARLAND (2018)
 GH0265
 GH0265                         *CURRENT SURVEY CONTROL
 GH0265  ______________________________________________________________________
 GH0265* NAD 83(1986) POSITION- 36 33 53.     (N) 097 08 43.     (W)   SCALED
 GH0265* NAVD 88 ORTHO HEIGHT -   301.174 (meters)      988.10  (feet) ADJUSTED
 GH0265  ______________________________________________________________________
 GH0265  GEOID HEIGHT    -        -28.748 (meters)                     GEOID18
 GH0265  DYNAMIC HEIGHT  -        300.912 (meters)      987.24  (feet) COMP
 GH0265  MODELED GRAVITY -    979,756.7   (mgal)                       NAVD 88
 GH0265
 GH0265  VERT ORDER      -  SECOND    CLASS 0
 GH0265
 GH0265.The horizontal coordinates were scaled from a map and have
 GH0265.an estimated accuracy of +/- 6 seconds.
 GH0265
 GH0265.The orthometric height was determined by differential leveling and
 GH0265.adjusted by the NATIONAL GEODETIC SURVEY
 GH0265.in June 1991.
 GH0265
 GH0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0265.GEOID18 height accuracy estimate available here.
 GH0265
 GH0265.Click photographs - Photos may exist for this station.
 GH0265
 GH0265.The dynamic height is computed by dividing the NAVD 88
 GH0265.geopotential number by the normal gravity value computed on the
 GH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0265.degrees latitude (g = 980.6199 gals.).
 GH0265
 GH0265.The modeled gravity was interpolated from observed gravity values.
 GH0265
 GH0265;                    North         East    Units  Estimated Accuracy
 GH0265;SPC OK N     -   173,950.      676,510.      MT  (+/- 180 meters Scaled)
 GH0265
 GH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF659481(NAD 83)
 GH0265
 GH0265                          SUPERSEDED SURVEY CONTROL
 GH0265
 GH0265  NGVD 29 (??/??/92)  301.045  (m)          987.68   (f) ADJ UNCH    2 0
 GH0265
 GH0265.Superseded values are not recommended for survey control.
 GH0265
 GH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0265.See file dsdata.pdf to determine how the superseded data were derived.
 GH0265
 GH0265_MARKER: Q = CHISELED SQUARE
 GH0265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0265_SP_SET: CULVERT HEADWALL
 GH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0265+STABILITY: SURFACE MOTION
 GH0265
 GH0265  HISTORY     - Date     Condition        Report By
 GH0265  HISTORY     - UNK      MONUMENTED
 GH0265  HISTORY     - 1934     GOOD             CGS
 GH0265
 GH0265                          STATION DESCRIPTION
 GH0265
 GH0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0265'0.5 MI N FROM MARLAND.
 GH0265'ABOUT 0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0265'RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY, AT CONCRETE
 GH0265'CULVERT 299 D, ON THE NORTH END OF THE WEST HEAD WALL, AND 14 FEET
 GH0265'WEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0189 ***********************************************************************
 GH0189  DESIGNATION -  989
 GH0189  PID         -  GH0189
 GH0189  STATE/COUNTY-  OK/KAY
 GH0189  COUNTRY     -  US
 GH0189  USGS QUAD   -  KAW CITY (2018)
 GH0189
 GH0189                         *CURRENT SURVEY CONTROL
 GH0189  ______________________________________________________________________
 GH0189* NAD 83(1986) POSITION- 36 46 13.     (N) 096 51 08.     (W)   SCALED
 GH0189* NAVD 88 ORTHO HEIGHT -   301.882 (meters)      990.42  (feet) ADJUSTED
 GH0189  ______________________________________________________________________
 GH0189  GEOID HEIGHT    -        -28.905 (meters)                     GEOID18
 GH0189  DYNAMIC HEIGHT  -        301.624 (meters)      989.58  (feet) COMP
 GH0189  MODELED GRAVITY -    979,767.6   (mgal)                       NAVD 88
 GH0189
 GH0189  VERT ORDER      -  SECOND    CLASS 0
 GH0189
 GH0189.The horizontal coordinates were scaled from a map and have
 GH0189.an estimated accuracy of +/- 6 seconds.
 GH0189
 GH0189.The orthometric height was determined by differential leveling and
 GH0189.adjusted by the NATIONAL GEODETIC SURVEY
 GH0189.in June 1991.
 GH0189
 GH0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0189.GEOID18 height accuracy estimate available here.
 GH0189
 GH0189.Click photographs - Photos may exist for this station.
 GH0189
 GH0189.The dynamic height is computed by dividing the NAVD 88
 GH0189.geopotential number by the normal gravity value computed on the
 GH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0189.degrees latitude (g = 980.6199 gals.).
 GH0189
 GH0189.The modeled gravity was interpolated from observed gravity values.
 GH0189
 GH0189;                    North         East    Units  Estimated Accuracy
 GH0189;SPC OK N     -   197,030.      702,470.      MT  (+/- 180 meters Scaled)
 GH0189
 GH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF916715(NAD 83)
 GH0189
 GH0189                          SUPERSEDED SURVEY CONTROL
 GH0189
 GH0189  NGVD 29 (??/??/92)  301.761  (m)          990.03   (f) ADJ UNCH    2 0
 GH0189
 GH0189.Superseded values are not recommended for survey control.
 GH0189
 GH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0189.See file dsdata.pdf to determine how the superseded data were derived.
 GH0189
 GH0189_MARKER: P = PIPE CAP
 GH0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0189_STAMPING: 990.028 989
 GH0189_MARK LOGO: USGS
 GH0189_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0189
 GH0189  HISTORY     - Date     Condition        Report By
 GH0189  HISTORY     - 1911     MONUMENTED       USGS
 GH0189  HISTORY     - 1934     GOOD             CGS
 GH0189  HISTORY     - 1940     GOOD             CGS
 GH0189
 GH0189                          STATION DESCRIPTION
 GH0189
 GH0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0189'1 MI NW FROM KAW.
 GH0189'ABOUT 1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0189'FE RAILWAY FROM THE STATION AT KAW, KAY COUNTY, ABOUT 700
 GH0189'FEET EAST OF MILEPOST 16, ABOUT 221 FEET EAST OF CULVERT 16 A,
 GH0189'15 FEET EAST OF THE CENTER LINE OF A PRIVATE-ROAD CROSSING, 38
 GH0189'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 12 FEET NORTH
 GH0189'OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 GH0189'STANDARD CAP, STAMPED 990.028 989 AND RIVETED ON THE TOP OF A
 GH0189'3-1/2-INCH IRON PIPE PROJECTING ABOUT 17 INCHES ABOVE GROUND.
 GH0189
 GH0189                          STATION RECOVERY (1940)
 GH0189
 GH0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0335 ***********************************************************************
 GG0335  DESIGNATION -  99
 GG0335  PID         -  GG0335
 GG0335  STATE/COUNTY-  OK/MAYES
 GG0335  COUNTRY     -  US
 GG0335  USGS QUAD   -  CHOUTEAU (2019)
 GG0335
 GG0335                         *CURRENT SURVEY CONTROL
 GG0335  ______________________________________________________________________
 GG0335* NAD 83(1986) POSITION- 36 13 10.9    (N) 095 20 30.5    (W)   HD_HELD2
 GG0335* NAVD 88 ORTHO HEIGHT -   179.60  (+/-2cm)      589.2   (feet) VERTCON3
 GG0335  ______________________________________________________________________
 GG0335  GEOID HEIGHT    -        -29.171 (meters)                     GEOID18
 GG0335  VERT ORDER      -  ? (See Below)
 GG0335
 GG0335.The horizontal coordinates were established by autonomous hand held GPS
 GG0335.observations and have an estimated accuracy of +/- 10 meters.
 GG0335
 GG0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0335
 GG0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0335.GEOID18 height accuracy estimate available here.
 GG0335
 GG0335.The vertical order pertains to the NGVD 29 superseded value.
 GG0335
 GG0335.Click photographs - Photos may exist for this station.
 GG0335
 GG0335;                    North         East    Units  Estimated Accuracy
 GG0335;SPC OK N     -   138,600.      838,963.      MT  (+/- 10 meters HH2 GPS)
 GG0335
 GG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8950710858(NAD 83)
 GG0335
 GG0335                          SUPERSEDED SURVEY CONTROL
 GG0335
 GG0335  NGVD 29 (??/??/92)  179.491  (m)          588.88   (f) ADJ UNCH       
 GG0335
 GG0335.Superseded values are not recommended for survey control.
 GG0335
 GG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0335.See file dsdata.pdf to determine how the superseded data were derived.
 GG0335
 GG0335_MARKER: DB = BENCH MARK DISK
 GG0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0335_SP_SET: BRIDGE
 GG0335_MARK LOGO: MKTRR
 GG0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0335
 GG0335  HISTORY     - Date     Condition        Report By
 GG0335  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0335  HISTORY     - 1934     GOOD             CGS
 GG0335  HISTORY     - 1960     POOR             CGS
 GG0335
 GG0335                          STATION DESCRIPTION
 GG0335
 GG0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0335'2.3 MI N FROM CHOTEAU.
 GG0335'2.3 MILES NORTH OF CHOTEAU M.K. AND T. RR. STATION SOUTH END OF
 GG0335'WEST HEAD-WALL OF CONCRETE BRIDGE 3 POLES NORTH OF MILEPOST 470
 GG0335'ON MISSOURI-KANSAS AND TEXAS RAILROAD.
 GG0335
 GG0335                          STATION RECOVERY (1960)
 GG0335
 GG0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0335'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0182 ***********************************************************************
 FJ0182  DESIGNATION -  990.7 USGS
 FJ0182  PID         -  FJ0182
 FJ0182  STATE/COUNTY-  OK/OKFUSKEE
 FJ0182  COUNTRY     -  US
 FJ0182  USGS QUAD   -  PADEN (2018)
 FJ0182
 FJ0182                         *CURRENT SURVEY CONTROL
 FJ0182  ______________________________________________________________________
 FJ0182* NAD 83(1986) POSITION- 35 30 18.     (N) 096 36 43.     (W)   SCALED
 FJ0182* NAVD 88 ORTHO HEIGHT -   302.101 (meters)      991.14  (feet) POSTED
 FJ0182  ______________________________________________________________________
 FJ0182  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 FJ0182  DYNAMIC HEIGHT  -        301.82  (meters)      990.2   (feet) COMP
 FJ0182  MODELED GRAVITY -    979,688.1   (mgal)                       NAVD 88
 FJ0182
 FJ0182  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0182
 FJ0182.The horizontal coordinates were scaled from a map and have
 FJ0182.an estimated accuracy of +/- 6 seconds.
 FJ0182
 FJ0182.The orthometric height was determined by differential leveling
 FJ0182.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0182
 FJ0182.* This is a POSTED BENCH MARK height.
 FJ0182
 FJ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0182.GEOID18 height accuracy estimate available here.
 FJ0182
 FJ0182.Click photographs - Photos may exist for this station.
 FJ0182
 FJ0182.The dynamic height is computed by dividing the NAVD 88
 FJ0182.geopotential number by the normal gravity value computed on the
 FJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0182.degrees latitude (g = 980.6199 gals.).
 FJ0182
 FJ0182.The modeled gravity was interpolated from observed gravity values.
 FJ0182
 FJ0182;                    North         East    Units  Estimated Accuracy
 FJ0182;SPC OK N     -    56,930.      725,930.      MT  (+/- 180 meters Scaled)
 FJ0182
 FJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE165316(NAD 83)
 FJ0182
 FJ0182                          SUPERSEDED SURVEY CONTROL
 FJ0182
 FJ0182  NGVD 29 (??/??/92)  301.976  (m)          990.73   (f) ADJ UNCH    1 2
 FJ0182
 FJ0182.Superseded values are not recommended for survey control.
 FJ0182
 FJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0182.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0182
 FJ0182_MARKER: Q = CHISELED SQUARE
 FJ0182_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0182+STABILITY: POSITION/ELEVATION WELL
 FJ0182
 FJ0182  HISTORY     - Date     Condition        Report By
 FJ0182  HISTORY     - UNK      MONUMENTED       USGS
 FJ0182  HISTORY     - 1933     GOOD             CGS
 FJ0182  HISTORY     - 1934     GOOD             CGS
 FJ0182  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0182
 FJ0182                          STATION DESCRIPTION
 FJ0182
 FJ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0182'2.7 MI W FROM PADEN.
 FJ0182'2.7 MILES WEST OF PADEN, 12 FT. NORTH OF CENTER LINE OF F. S.
 FJ0182'AND W. R. R. AT MILE POST 154.
 FJ0182
 FJ0182                          STATION RECOVERY (1934)
 FJ0182
 FJ0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0182'RECOVERED IN GOOD CONDITION.
 FJ0182
 FJ0182                          STATION RECOVERY (1984)
 FJ0182
 FJ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0182'NOT RECOVERED, INACCESSIBLE, NOT SEARCHED FOR, LEVEL LINE REROUTED
 FJ0182'ALONG HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0145 ***********************************************************************
 FJ0145  DESIGNATION -  993
 FJ0145  PID         -  FJ0145
 FJ0145  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0145  COUNTRY     -  US
 FJ0145  USGS QUAD   -  AYDELOTTE (2018)
 FJ0145
 FJ0145                         *CURRENT SURVEY CONTROL
 FJ0145  ______________________________________________________________________
 FJ0145* NAD 83(1986) POSITION- 35 25 43.     (N) 096 54 50.     (W)   SCALED
 FJ0145* NAVD 88 ORTHO HEIGHT -   302.753 (meters)      993.28  (feet) ADJUSTED
 FJ0145  ______________________________________________________________________
 FJ0145  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 FJ0145  DYNAMIC HEIGHT  -        302.468 (meters)      992.35  (feet) COMP
 FJ0145  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 FJ0145
 FJ0145  VERT ORDER      -  SECOND    CLASS 0
 FJ0145
 FJ0145.The horizontal coordinates were scaled from a map and have
 FJ0145.an estimated accuracy of +/- 6 seconds.
 FJ0145
 FJ0145.The orthometric height was determined by differential leveling and
 FJ0145.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0145.in June 1991.
 FJ0145
 FJ0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0145.GEOID18 height accuracy estimate available here.
 FJ0145
 FJ0145.Click photographs - Photos may exist for this station.
 FJ0145
 FJ0145.The dynamic height is computed by dividing the NAVD 88
 FJ0145.geopotential number by the normal gravity value computed on the
 FJ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0145.degrees latitude (g = 980.6199 gals.).
 FJ0145
 FJ0145.The modeled gravity was interpolated from observed gravity values.
 FJ0145
 FJ0145;                    North         East    Units  Estimated Accuracy
 FJ0145;SPC OK S     -   232,960.      698,630.      MT  (+/- 180 meters Scaled)
 FJ0145
 FJ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE893225(NAD 83)
 FJ0145
 FJ0145                          SUPERSEDED SURVEY CONTROL
 FJ0145
 FJ0145  NGVD 29 (??/??/92)  302.664  (m)          992.99   (f) ADJ UNCH    2 0
 FJ0145
 FJ0145.Superseded values are not recommended for survey control.
 FJ0145
 FJ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0145.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0145
 FJ0145_MARKER: DB = BENCH MARK DISK
 FJ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0145_STAMPING: 993 ADJ 1903
 FJ0145_MARK LOGO: USGS
 FJ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0145+STABILITY: SURFACE MOTION
 FJ0145
 FJ0145  HISTORY     - Date     Condition        Report By
 FJ0145  HISTORY     - 1905     MONUMENTED       USGS
 FJ0145  HISTORY     - 1934     GOOD             CGS
 FJ0145  HISTORY     - 1969     POOR
 FJ0145
 FJ0145                          STATION DESCRIPTION
 FJ0145
 FJ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0145'5.8 MI S FROM MEEKER.
 FJ0145'IN POTTAWATOMIE COUNTY, ABOUT 5.8 MILES SOUTH ALONG THE ATCHISON,
 FJ0145'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MEEKER, LINCOLN
 FJ0145'COUNTY, IN THE TOP OF STONE MILEPOST 125, AND 18 FEET WEST OF THE
 FJ0145'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 FJ0145'STANDARD DISK, STAMPED 993 ADJ 1903.  NOTE-- LEANING SEVERELY AND
 FJ0145'APPARENTLY SETTLED.
 FJ0145
 FJ0145                          STATION RECOVERY (1969)
 FJ0145
 FJ0145'RECOVERED 1969
 FJ0145'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0191 ***********************************************************************
 GH0191  DESIGNATION -  993
 GH0191  PID         -  GH0191
 GH0191  STATE/COUNTY-  OK/KAY
 GH0191  COUNTRY     -  US
 GH0191  USGS QUAD   -  UNCAS (2018)
 GH0191
 GH0191                         *CURRENT SURVEY CONTROL
 GH0191  ______________________________________________________________________
 GH0191* NAD 83(1986) POSITION- 36 46 43.     (N) 096 54 22.     (W)   SCALED
 GH0191* NAVD 88 ORTHO HEIGHT -   302.897 (meters)      993.75  (feet) ADJUSTED
 GH0191  ______________________________________________________________________
 GH0191  GEOID HEIGHT    -        -28.938 (meters)                     GEOID18
 GH0191  DYNAMIC HEIGHT  -        302.637 (meters)      992.90  (feet) COMP
 GH0191  MODELED GRAVITY -    979,765.8   (mgal)                       NAVD 88
 GH0191
 GH0191  VERT ORDER      -  SECOND    CLASS 0
 GH0191
 GH0191.The horizontal coordinates were scaled from a map and have
 GH0191.an estimated accuracy of +/- 6 seconds.
 GH0191
 GH0191.The orthometric height was determined by differential leveling and
 GH0191.adjusted by the NATIONAL GEODETIC SURVEY
 GH0191.in June 1991.
 GH0191
 GH0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0191.GEOID18 height accuracy estimate available here.
 GH0191
 GH0191.Click photographs - Photos may exist for this station.
 GH0191
 GH0191.The dynamic height is computed by dividing the NAVD 88
 GH0191.geopotential number by the normal gravity value computed on the
 GH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0191.degrees latitude (g = 980.6199 gals.).
 GH0191
 GH0191.The modeled gravity was interpolated from observed gravity values.
 GH0191
 GH0191;                    North         East    Units  Estimated Accuracy
 GH0191;SPC OK N     -   197,900.      697,650.      MT  (+/- 180 meters Scaled)
 GH0191
 GH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF868723(NAD 83)
 GH0191
 GH0191                          SUPERSEDED SURVEY CONTROL
 GH0191
 GH0191  NGVD 29 (??/??/92)  302.775  (m)          993.35   (f) ADJ UNCH    2 0
 GH0191
 GH0191.Superseded values are not recommended for survey control.
 GH0191
 GH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0191.See file dsdata.pdf to determine how the superseded data were derived.
 GH0191
 GH0191_MARKER: P = PIPE CAP
 GH0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0191_STAMPING: 993.354
 GH0191_MARK LOGO: USGS
 GH0191_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0191
 GH0191  HISTORY     - Date     Condition        Report By
 GH0191  HISTORY     - 1911     MONUMENTED       USGS
 GH0191  HISTORY     - 1934     GOOD             CGS
 GH0191  HISTORY     - 1940     GOOD             CGS
 GH0191
 GH0191                          STATION DESCRIPTION
 GH0191
 GH0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0191'4.1 MI NW FROM KAW.
 GH0191'ABOUT 4.1 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA
 GH0191'FE RAILWAY FROM THE STATION AT KAW, KAY COUNTY, ABOUT 300
 GH0191'FEET EAST OF MILEPOST 13, ABOUT 138 FEET SOUTH OF THE CENTER
 GH0191'LINE OF THE TRACK, AND 12 FEET WEST OF A NORTH-AND-SOUTH
 GH0191'SECTION-LINE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GH0191'CAP, STAMPED 993.354 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GH0191'IRON PIPE PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 GH0191
 GH0191                          STATION RECOVERY (1940)
 GH0191
 GH0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0562 ***********************************************************************
 EL0562  DESIGNATION -  995 USGS
 EL0562  PID         -  EL0562
 EL0562  STATE/COUNTY-  OK/GRADY
 EL0562  COUNTRY     -  US
 EL0562  USGS QUAD   -  LINDSAY SW (2018)
 EL0562
 EL0562                         *CURRENT SURVEY CONTROL
 EL0562  ______________________________________________________________________
 EL0562* NAD 83(1986) POSITION- 34 51 18.     (N) 097 40 15.     (W)   SCALED
 EL0562* NAVD 88 ORTHO HEIGHT -   303.649 (meters)      996.22  (feet) ADJUSTED
 EL0562  ______________________________________________________________________
 EL0562  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 EL0562  DYNAMIC HEIGHT  -        303.351 (meters)      995.24  (feet) COMP
 EL0562  MODELED GRAVITY -    979,644.3   (mgal)                       NAVD 88
 EL0562
 EL0562  VERT ORDER      -  SECOND    CLASS 0
 EL0562
 EL0562.The horizontal coordinates were scaled from a map and have
 EL0562.an estimated accuracy of +/- 6 seconds.
 EL0562
 EL0562.The orthometric height was determined by differential leveling and
 EL0562.adjusted by the NATIONAL GEODETIC SURVEY
 EL0562.in June 1991.
 EL0562
 EL0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0562.GEOID18 height accuracy estimate available here.
 EL0562
 EL0562.Click photographs - Photos may exist for this station.
 EL0562
 EL0562.The dynamic height is computed by dividing the NAVD 88
 EL0562.geopotential number by the normal gravity value computed on the
 EL0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0562.degrees latitude (g = 980.6199 gals.).
 EL0562
 EL0562.The modeled gravity was interpolated from observed gravity values.
 EL0562
 EL0562;                    North         East    Units  Estimated Accuracy
 EL0562;SPC OK S     -   168,840.      630,100.      MT  (+/- 180 meters Scaled)
 EL0562
 EL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD215577(NAD 83)
 EL0562
 EL0562                          SUPERSEDED SURVEY CONTROL
 EL0562
 EL0562  NGVD 29 (??/??/92)  303.561  (m)          995.93   (f) ADJ UNCH    2 0
 EL0562
 EL0562.Superseded values are not recommended for survey control.
 EL0562
 EL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0562.See file dsdata.pdf to determine how the superseded data were derived.
 EL0562
 EL0562_MARKER: P = PIPE CAP
 EL0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0562_STAMPING: T 5 N R5 R4 W SEC 36 SEC 31 995
 EL0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0562
 EL0562  HISTORY     - Date     Condition        Report By
 EL0562  HISTORY     - UNK      MONUMENTED       USGS
 EL0562  HISTORY     - 1934     GOOD             CGS
 EL0562
 EL0562                          STATION DESCRIPTION
 EL0562
 EL0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0562'3.2 MI SE FROM BRADLEY.
 EL0562'3.2 MILES SOUTHEAST OF C.R I AND P. RR. STATION AT BRADLEY
 EL0562'ON TOWNSHIP 5 NORTH, RANGES 5 AND 4 WEST, SECTIONS 36 AND 31.
 EL0562'AT THE CORNERS OF GARVIN AND MC CLAIN COUNTYS AND ON GRADY
 EL0562'COUNTY LINE.  33 FEET WEST OF CENTER LINE OF CURVE OF COUNTY
 EL0562'LINE ROAD, AND 5 FEET INSIDE OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0459 ***********************************************************************
 FJ0459  DESIGNATION -  A
 FJ0459  PID         -  FJ0459
 FJ0459  STATE/COUNTY-  OK/CANADIAN
 FJ0459  COUNTRY     -  US
 FJ0459  USGS QUAD   -  UNION CITY (2018)
 FJ0459
 FJ0459                         *CURRENT SURVEY CONTROL
 FJ0459  ______________________________________________________________________
 FJ0459* NAD 83(1986) POSITION- 35 23 48.     (N) 097 56 24.     (W)   SCALED
 FJ0459* NAVD 88 ORTHO HEIGHT -   407.081 (meters)     1335.56  (feet) POSTED
 FJ0459  ______________________________________________________________________
 FJ0459  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 FJ0459  DYNAMIC HEIGHT  -        406.68  (meters)     1334.2   (feet) COMP
 FJ0459  MODELED GRAVITY -    979,631.4   (mgal)                       NAVD 88
 FJ0459
 FJ0459  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0459
 FJ0459.The horizontal coordinates were scaled from a map and have
 FJ0459.an estimated accuracy of +/- 6 seconds.
 FJ0459
 FJ0459.The orthometric height was determined by differential leveling
 FJ0459.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0459
 FJ0459.* This is a POSTED BENCH MARK height.
 FJ0459
 FJ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0459.GEOID18 height accuracy estimate available here.
 FJ0459
 FJ0459.Click photographs - Photos may exist for this station.
 FJ0459
 FJ0459.The dynamic height is computed by dividing the NAVD 88
 FJ0459.geopotential number by the normal gravity value computed on the
 FJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0459.degrees latitude (g = 980.6199 gals.).
 FJ0459
 FJ0459.The modeled gravity was interpolated from observed gravity values.
 FJ0459
 FJ0459;                    North         East    Units  Estimated Accuracy
 FJ0459;SPC OK N     -    44,010.      605,450.      MT  (+/- 180 meters Scaled)
 FJ0459
 FJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE962175(NAD 83)
 FJ0459
 FJ0459                          SUPERSEDED SURVEY CONTROL
 FJ0459
 FJ0459  NGVD 29 (??/??/92)  406.910  (m)         1335.00   (f) ADJ UNCH    1 2
 FJ0459
 FJ0459.Superseded values are not recommended for survey control.
 FJ0459
 FJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0459.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0459
 FJ0459_MARKER: V = STONE MONUMENT
 FJ0459_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0459
 FJ0459  HISTORY     - Date     Condition        Report By
 FJ0459  HISTORY     - 1902     MONUMENTED       CGS
 FJ0459  HISTORY     - 1953     GOOD             CGS
 FJ0459  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0459
 FJ0459                          STATION DESCRIPTION
 FJ0459
 FJ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0459'0.2 MI N FROM UNION CITY.
 FJ0459'0.2 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0459'RAILROAD FROM THE STATION AT UNION CITY, ACROSS THE TRACK FROM
 FJ0459'MILEPOST 412, 90 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A
 FJ0459'FENCE, 2 FEET NORTH OF A WITNESS POST, THE BOTTOM OF A SQUARE
 FJ0459'HOLE IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.8 FOOT
 FJ0459'ABOVE THE GROUND.
 FJ0459
 FJ0459                          STATION RECOVERY (1986)
 FJ0459
 FJ0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0611 ***********************************************************************
 FJ0611  DESIGNATION -  A 10
 FJ0611  PID         -  FJ0611
 FJ0611  STATE/COUNTY-  OK/CANADIAN
 FJ0611  COUNTRY     -  US
 FJ0611  USGS QUAD   -  RICHLAND (2018)
 FJ0611
 FJ0611                         *CURRENT SURVEY CONTROL
 FJ0611  ______________________________________________________________________
 FJ0611* NAD 83(1986) POSITION- 35 30 47.     (N) 097 50 54.     (W)   SCALED
 FJ0611* NAVD 88 ORTHO HEIGHT -   392.350 (meters)     1287.23  (feet) ADJUSTED
 FJ0611  ______________________________________________________________________
 FJ0611  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 FJ0611  DYNAMIC HEIGHT  -        391.969 (meters)     1285.98  (feet) COMP
 FJ0611  MODELED GRAVITY -    979,652.6   (mgal)                       NAVD 88
 FJ0611
 FJ0611  VERT ORDER      -  FIRST     CLASS II
 FJ0611
 FJ0611.The horizontal coordinates were scaled from a map and have
 FJ0611.an estimated accuracy of +/- 6 seconds.
 FJ0611
 FJ0611.The orthometric height was determined by differential leveling and
 FJ0611.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0611.in August 1994.
 FJ0611
 FJ0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0611.GEOID18 height accuracy estimate available here.
 FJ0611
 FJ0611.Click photographs - Photos may exist for this station.
 FJ0611
 FJ0611.The dynamic height is computed by dividing the NAVD 88
 FJ0611.geopotential number by the normal gravity value computed on the
 FJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0611.degrees latitude (g = 980.6199 gals.).
 FJ0611
 FJ0611.The modeled gravity was interpolated from observed gravity values.
 FJ0611
 FJ0611;                    North         East    Units  Estimated Accuracy
 FJ0611;SPC OK N     -    56,940.      613,760.      MT  (+/- 180 meters Scaled)
 FJ0611
 FJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE044305(NAD 83)
 FJ0611
 FJ0611                          SUPERSEDED SURVEY CONTROL
 FJ0611
 FJ0611  NAVD 88 (06/15/91)  392.326  (m)         1287.16   (f) SUPERSEDED  1 2
 FJ0611  NGVD 29 (??/??/92)  392.164  (m)         1286.62   (f) ADJ UNCH    1 2
 FJ0611
 FJ0611.Superseded values are not recommended for survey control.
 FJ0611
 FJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0611.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0611
 FJ0611_MARKER: DB = BENCH MARK DISK
 FJ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0611_STAMPING: A 10 1933 1286.625
 FJ0611_MARK LOGO: CGS
 FJ0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0611+STABILITY: SURFACE MOTION
 FJ0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0611+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 FJ0611
 FJ0611  HISTORY     - Date     Condition        Report By
 FJ0611  HISTORY     - 1933     MONUMENTED       CGS
 FJ0611  HISTORY     - 1933     GOOD             CGS
 FJ0611  HISTORY     - 1984     GOOD             NGS
 FJ0611  HISTORY     - 1988     GOOD             USPSQD
 FJ0611  HISTORY     - 1989     GOOD             USPSQD
 FJ0611  HISTORY     - 1990     GOOD             USPSQD
 FJ0611  HISTORY     - 19940112 GOOD             NGS
 FJ0611  HISTORY     - 20040630 GOOD             USPSQD
 FJ0611
 FJ0611                          STATION DESCRIPTION
 FJ0611
 FJ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0611'5 MI W FROM YUKON.
 FJ0611'ON ROCK ISLAND R.R. AT MP 506/26.  45 FEET N. OF TRACK 45 FEET E.
 FJ0611'OF HIGHWAY CROSSING AND 175 FEET W. OF BANNER STATION.
 FJ0611
 FJ0611                          STATION RECOVERY (1984)
 FJ0611
 FJ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0611'THE MARK IS 0.4 M BELOW TRACKS.
 FJ0611'RECOVERED IN FAIR CONDITION.  NEW DESCRIPTION FOLLOWS.  8.2 KM
 FJ0611'(5.1 MI) WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE HIGHWAY
 FJ0611'92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE 0.5 KM
 FJ0611'(0.35 MI) NORTH ALONG A PAVED ROAD TO THE OKLAHOMA, KANSAS, AND TEXAS
 FJ0611'RAILROAD TRACK, 13.71 METERS (45.0 FT) EAST OF THE CENTER OF THE PAVED
 FJ0611'ROAD, 13.71 METERS (45.0 FT) NORTH OF THE TRACKS, AND 0.3 METER
 FJ0611'(1.0 FT) SOUTH OF A FENCE.  NOTE, THE SOUTHEAST CORNER OF THE MONUMENT
 FJ0611'HAS BEEN BROKEN OFF, APPEARS TO HAVE BEEN HIT BY RAILROAD MACHINERY.
 FJ0611'THE MARK IS 0.18 METERS  WNW FROM A WITNESS POST.
 FJ0611
 FJ0611                          STATION RECOVERY (1988)
 FJ0611
 FJ0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0611'RECOVERED IN GOOD CONDITION.
 FJ0611
 FJ0611                          STATION RECOVERY (1989)
 FJ0611
 FJ0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0611'RECOVERED IN GOOD CONDITION.
 FJ0611
 FJ0611                          STATION RECOVERY (1990)
 FJ0611
 FJ0611'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0611'RECOVERED IN GOOD CONDITION.
 FJ0611
 FJ0611                          STATION RECOVERY (1994)
 FJ0611
 FJ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0611'8.2 KM (5.10 MI) WESTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0611'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, THENCE 0.5 KM
 FJ0611'(0.30 MI) NORTHERLY ALONG A PAVED ROAD, 17.7 M (58.1 FT) EAST OF THE
 FJ0611'ROAD CENTERLINE, 13.4 M (44.0 FT) NORTH OF THE NEAR RAIL OF THE
 FJ0611'OKLAHOMA, KANSAS, AND TEXAS RAILROAD, 6.7 M (22.0 FT) EAST OF A FENCE
 FJ0611'CORNER AND THE MOST SOUTHERLY OF TWO UTILITY POLES WITH 2 GUY CABLES,
 FJ0611'1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) SOUTH OF A
 FJ0611'FENCE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 FJ0611'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND
 FJ0611'THE SOUTHEAST CORNER IS BROKEN OFF.
 FJ0611
 FJ0611                          STATION RECOVERY (2004)
 FJ0611
 FJ0611'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0259 ***********************************************************************
 GH0259  DESIGNATION -  A 10
 GH0259  PID         -  GH0259
 GH0259  STATE/COUNTY-  OK/KAY
 GH0259  COUNTRY     -  US
 GH0259  USGS QUAD   -  NEWKIRK (2018)
 GH0259
 GH0259                         *CURRENT SURVEY CONTROL
 GH0259  ______________________________________________________________________
 GH0259* NAD 83(1986) POSITION- 36 59 56.     (N) 097 02 18.     (W)   SCALED
 GH0259* NAVD 88 ORTHO HEIGHT -   352.979 (meters)     1158.07  (feet) ADJUSTED
 GH0259  ______________________________________________________________________
 GH0259  GEOID HEIGHT    -        -29.062 (meters)                     GEOID18
 GH0259  DYNAMIC HEIGHT  -        352.680 (meters)     1157.08  (feet) COMP
 GH0259  MODELED GRAVITY -    979,775.7   (mgal)                       NAVD 88
 GH0259
 GH0259  VERT ORDER      -  SECOND    CLASS 0
 GH0259
 GH0259.The horizontal coordinates were scaled from a map and have
 GH0259.an estimated accuracy of +/- 6 seconds.
 GH0259
 GH0259.The orthometric height was determined by differential leveling and
 GH0259.adjusted by the NATIONAL GEODETIC SURVEY
 GH0259.in June 1991.
 GH0259
 GH0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0259.GEOID18 height accuracy estimate available here.
 GH0259
 GH0259.Click photographs - Photos may exist for this station.
 GH0259
 GH0259.The dynamic height is computed by dividing the NAVD 88
 GH0259.geopotential number by the normal gravity value computed on the
 GH0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0259.degrees latitude (g = 980.6199 gals.).
 GH0259
 GH0259.The modeled gravity was interpolated from observed gravity values.
 GH0259
 GH0259;                    North         East    Units  Estimated Accuracy
 GH0259;SPC OK N     -   222,220.      685,600.      MT  (+/- 180 meters Scaled)
 GH0259
 GH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF745965(NAD 83)
 GH0259
 GH0259                          SUPERSEDED SURVEY CONTROL
 GH0259
 GH0259  NGVD 29 (??/??/92)  352.867  (m)         1157.70   (f) ADJ UNCH    2 0
 GH0259
 GH0259.Superseded values are not recommended for survey control.
 GH0259
 GH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0259.See file dsdata.pdf to determine how the superseded data were derived.
 GH0259
 GH0259_MARKER: DB = BENCH MARK DISK
 GH0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0259_STAMPING: 1157.698 A 10 1934
 GH0259_MARK LOGO: CGS
 GH0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0259+STABILITY: SURFACE MOTION
 GH0259
 GH0259  HISTORY     - Date     Condition        Report By
 GH0259  HISTORY     - 1934     MONUMENTED       CGS
 GH0259
 GH0259                          STATION DESCRIPTION
 GH0259
 GH0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0259'3.6 MI S FROM ARKANSAS CITY.
 GH0259'IN KAY COUNTY, OKLAHOMA, ABOUT 3.6 MILES SOUTH ALONG THE ATCHISON,
 GH0259'TOPEKA AND SANTA FE RAILWAY FROM THE JUNCTION WITH THE MISSOURI
 GH0259'PACIFIC RAILROAD AT ARKANSAS CITY, COWLEY COUNTY, AT THE
 GH0259'KANSAS-OKLAHOMA STATE LINE, 88 FEET NORTHEAST OF BLOCK SIGNAL
 GH0259'2672, ABOUT 90 FEET EAST OF THE CENTER LINE OF THE TRACK, 33 FEET
 GH0259'SOUTH OF AN EAST-AND-WEST SECTION-LINE ROAD, AND 2 FEET SOUTHEAST
 GH0259'OF A FENCE CORNER.  A STANDARD DISK, STAMPED 1157.698 A 10 1934
 GH0259'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GH0259'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0556 ***********************************************************************
 EK0556  DESIGNATION -  A 100
 EK0556  PID         -  EK0556
 EK0556  STATE/COUNTY-  OK/PUSHMATAHA
 EK0556  COUNTRY     -  US
 EK0556  USGS QUAD   -  ANTLERS EAST (2019)
 EK0556
 EK0556                         *CURRENT SURVEY CONTROL
 EK0556  ______________________________________________________________________
 EK0556* NAD 83(1986) POSITION- 34 13 30.4    (N) 095 37 00.2    (W)   HD_HELD2
 EK0556* NAVD 88 ORTHO HEIGHT -   148.675 (meters)      487.78  (feet) ADJUSTED
 EK0556  ______________________________________________________________________
 EK0556  GEOID HEIGHT    -        -30.082 (meters)                     GEOID18
 EK0556  DYNAMIC HEIGHT  -        148.514 (meters)      487.25  (feet) COMP
 EK0556  MODELED GRAVITY -    979,549.6   (mgal)                       NAVD 88
 EK0556
 EK0556  VERT ORDER      -  SECOND    CLASS 0
 EK0556
 EK0556.The horizontal coordinates were established by autonomous hand held GPS
 EK0556.observations and have an estimated accuracy of +/- 10 meters.
 EK0556
 EK0556.The orthometric height was determined by differential leveling and
 EK0556.adjusted by the NATIONAL GEODETIC SURVEY
 EK0556.in June 1991.
 EK0556
 EK0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0556.GEOID18 height accuracy estimate available here.
 EK0556
 EK0556.Click photographs - Photos may exist for this station.
 EK0556
 EK0556.The dynamic height is computed by dividing the NAVD 88
 EK0556.geopotential number by the normal gravity value computed on the
 EK0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0556.degrees latitude (g = 980.6199 gals.).
 EK0556
 EK0556.The modeled gravity was interpolated from observed gravity values.
 EK0556
 EK0556;                    North         East    Units  Estimated Accuracy
 EK0556;SPC OK S     -   101,511.      819,566.      MT  (+/- 10 meters HH2 GPS)
 EK0556
 EK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5895990213(NAD 83)
 EK0556
 EK0556                          SUPERSEDED SURVEY CONTROL
 EK0556
 EK0556  NGVD 29 (??/??/92)  148.592  (m)          487.51   (f) ADJ UNCH    2 0
 EK0556
 EK0556.Superseded values are not recommended for survey control.
 EK0556
 EK0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0556.See file dsdata.pdf to determine how the superseded data were derived.
 EK0556
 EK0556_MARKER: DB = BENCH MARK DISK
 EK0556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0556_SP_SET: CULVERT HEADWALL
 EK0556_STAMPING: A 100 1960
 EK0556_MARK LOGO: CGS
 EK0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0556+STABILITY: SURFACE MOTION
 EK0556
 EK0556  HISTORY     - Date     Condition        Report By
 EK0556  HISTORY     - 1960     MONUMENTED       CGS
 EK0556
 EK0556                          STATION DESCRIPTION
 EK0556
 EK0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0556'0.5 MI SE FROM ANTLERS.
 EK0556'ABOUT 0.5 MILE SOUTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO
 EK0556'RAILROAD FROM THE STATION AT ANTLERS, IN SECTION 10, R 16 E,
 EK0556'T 4 S, SET IN THE TOP AND IN THE CENTER OF THE SOUTHWEST HEADWALL
 EK0556'OF A CULVERT UNDER A ROAD, 15 FEET SOUTHWEST OF THE CENTER LINE
 EK0556'OF THE ROAD, 160 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EK0556'MAIN TRACK, 208 FEET NORTH OF THE CENTER OF A ROAD CROSSING, AND
 EK0556'ABOUT LEVEL WITH THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0485 ***********************************************************************
 EK0485  DESIGNATION -  A 101
 EK0485  PID         -  EK0485
 EK0485  STATE/COUNTY-  OK/PUSHMATAHA
 EK0485  COUNTRY     -  US
 EK0485  USGS QUAD   -  CLOUDY (2019)
 EK0485
 EK0485                         *CURRENT SURVEY CONTROL
 EK0485  ______________________________________________________________________
 EK0485* NAD 83(1986) POSITION- 34 17 45.     (N) 095 17 43.     (W)   SCALED
 EK0485* NAVD 88 ORTHO HEIGHT -   191.872 (meters)      629.50  (feet) ADJUSTED
 EK0485  ______________________________________________________________________
 EK0485  GEOID HEIGHT    -        -30.775 (meters)                     GEOID18
 EK0485  DYNAMIC HEIGHT  -        191.659 (meters)      628.80  (feet) COMP
 EK0485  MODELED GRAVITY -    979,527.6   (mgal)                       NAVD 88
 EK0485
 EK0485  VERT ORDER      -  SECOND    CLASS 0
 EK0485
 EK0485.The horizontal coordinates were scaled from a map and have
 EK0485.an estimated accuracy of +/- 6 seconds.
 EK0485
 EK0485.The orthometric height was determined by differential leveling and
 EK0485.adjusted by the NATIONAL GEODETIC SURVEY
 EK0485.in June 1991.
 EK0485
 EK0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0485.GEOID18 height accuracy estimate available here.
 EK0485
 EK0485.Click photographs - Photos may exist for this station.
 EK0485
 EK0485.The dynamic height is computed by dividing the NAVD 88
 EK0485.geopotential number by the normal gravity value computed on the
 EK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0485.degrees latitude (g = 980.6199 gals.).
 EK0485
 EK0485.The modeled gravity was interpolated from observed gravity values.
 EK0485
 EK0485;                    North         East    Units  Estimated Accuracy
 EK0485;SPC OK S     -   110,100.      848,960.      MT  (+/- 180 meters Scaled)
 EK0485
 EK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT887973(NAD 83)
 EK0485
 EK0485                          SUPERSEDED SURVEY CONTROL
 EK0485
 EK0485  NGVD 29 (??/??/92)  191.793  (m)          629.24   (f) ADJ UNCH    2 0
 EK0485
 EK0485.Superseded values are not recommended for survey control.
 EK0485
 EK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0485.See file dsdata.pdf to determine how the superseded data were derived.
 EK0485
 EK0485_MARKER: DB = BENCH MARK DISK
 EK0485_SETTING: 80 = SET IN A BOULDER
 EK0485_STAMPING: A 101 1960
 EK0485_MARK LOGO: CGS
 EK0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0485+STABILITY: SURFACE MOTION
 EK0485
 EK0485  HISTORY     - Date     Condition        Report By
 EK0485  HISTORY     - 1960     MONUMENTED       CGS
 EK0485
 EK0485                          STATION DESCRIPTION
 EK0485
 EK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0485'1 MI SW FROM CLOUDY.
 EK0485'ABOUT 1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST
 EK0485'OFFICE AT CLOUDY, IN SECTION 15, R 19 E, T 3 S, SET IN THE TOP
 EK0485'OF A LONG ROCK BOULDER, 37 FEET SOUTHEAST OF THE CENTER LINE OF
 EK0485'THE ROAD, 58 FEET EAST OF A TELEPHONE POLE, 29 FEET WEST OF A
 EK0485'FENCE, ABOUT 1 FOOT BELOW THE ROAD, AND ABOUT 4 INCHES ABOVE
 EK0485'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0263 ***********************************************************************
 GK0263  DESIGNATION -  A 103
 GK0263  PID         -  GK0263
 GK0263  STATE/COUNTY-  OK/TEXAS
 GK0263  COUNTRY     -  US
 GK0263  USGS QUAD   -  GUYMON SE (2018)
 GK0263
 GK0263                         *CURRENT SURVEY CONTROL
 GK0263  ______________________________________________________________________
 GK0263* NAD 83(1986) POSITION- 36 30 04.     (N) 101 18 48.     (W)   SCALED
 GK0263* NAVD 88 ORTHO HEIGHT -   939.301 (meters)     3081.69  (feet) ADJUSTED
 GK0263  ______________________________________________________________________
 GK0263  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 GK0263  DYNAMIC HEIGHT  -        938.311 (meters)     3078.44  (feet) COMP
 GK0263  MODELED GRAVITY -    979,547.1   (mgal)                       NAVD 88
 GK0263
 GK0263  VERT ORDER      -  SECOND    CLASS 0
 GK0263
 GK0263.The horizontal coordinates were scaled from a map and have
 GK0263.an estimated accuracy of +/- 6 seconds.
 GK0263
 GK0263.The orthometric height was determined by differential leveling and
 GK0263.adjusted by the NATIONAL GEODETIC SURVEY
 GK0263.in June 1991.
 GK0263
 GK0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0263.GEOID18 height accuracy estimate available here.
 GK0263
 GK0263.Click photographs - Photos may exist for this station.
 GK0263
 GK0263.The dynamic height is computed by dividing the NAVD 88
 GK0263.geopotential number by the normal gravity value computed on the
 GK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0263.degrees latitude (g = 980.6199 gals.).
 GK0263
 GK0263.The modeled gravity was interpolated from observed gravity values.
 GK0263
 GK0263;                    North         East    Units  Estimated Accuracy
 GK0263;SPC OK N     -   171,620.      303,230.      MT  (+/- 180 meters Scaled)
 GK0263
 GK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF928420(NAD 83)
 GK0263
 GK0263                          SUPERSEDED SURVEY CONTROL
 GK0263
 GK0263  NGVD 29 (??/??/92)  938.858  (m)         3080.24   (f) ADJ UNCH    2 0
 GK0263
 GK0263.Superseded values are not recommended for survey control.
 GK0263
 GK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0263.See file dsdata.pdf to determine how the superseded data were derived.
 GK0263
 GK0263_MARKER: DB = BENCH MARK DISK
 GK0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0263_STAMPING: A 103 1934
 GK0263_MARK LOGO: CGS
 GK0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0263+STABILITY: SURFACE MOTION
 GK0263
 GK0263  HISTORY     - Date     Condition        Report By
 GK0263  HISTORY     - 1934     MONUMENTED       CGS
 GK0263  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0263
 GK0263                          STATION DESCRIPTION
 GK0263
 GK0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0263'IN HITCHLAND.
 GK0263'445 FT. WEST OF BIG JO LUMBER COMPANY YARD.  35 FEET NORTH OF CENTER
 GK0263'LINE OF OKLAHOMA AND STATE LINE ROAD.  3 FEET EAST OF FENCE CORNER.
 GK0263
 GK0263                          STATION RECOVERY (1965)
 GK0263
 GK0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0341 ***********************************************************************
 GJ0341  DESIGNATION -  A 104
 GJ0341  PID         -  GJ0341
 GJ0341  STATE/COUNTY-  OK/ELLIS
 GJ0341  COUNTRY     -  US
 GJ0341  USGS QUAD   -  GOODWIN (2018)
 GJ0341
 GJ0341                         *CURRENT SURVEY CONTROL
 GJ0341  ______________________________________________________________________
 GJ0341* NAD 83(1986) POSITION- 36 14 18.     (N) 099 52 53.     (W)   SCALED
 GJ0341* NAVD 88 ORTHO HEIGHT -   696.235 (meters)     2284.23  (feet) ADJUSTED
 GJ0341  ______________________________________________________________________
 GJ0341  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GJ0341  DYNAMIC HEIGHT  -        695.527 (meters)     2281.91  (feet) COMP
 GJ0341  MODELED GRAVITY -    979,593.8   (mgal)                       NAVD 88
 GJ0341
 GJ0341  VERT ORDER      -  SECOND    CLASS 0
 GJ0341
 GJ0341.The horizontal coordinates were scaled from a map and have
 GJ0341.an estimated accuracy of +/- 6 seconds.
 GJ0341
 GJ0341.The orthometric height was determined by differential leveling and
 GJ0341.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0341.in June 1991.
 GJ0341
 GJ0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0341.GEOID18 height accuracy estimate available here.
 GJ0341
 GJ0341.Click photographs - Photos may exist for this station.
 GJ0341
 GJ0341.The dynamic height is computed by dividing the NAVD 88
 GJ0341.geopotential number by the normal gravity value computed on the
 GJ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0341.degrees latitude (g = 980.6199 gals.).
 GJ0341
 GJ0341.The modeled gravity was interpolated from observed gravity values.
 GJ0341
 GJ0341;                    North         East    Units  Estimated Accuracy
 GJ0341;SPC OK N     -   139,040.      430,900.      MT  (+/- 180 meters Scaled)
 GJ0341
 GJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF208107(NAD 83)
 GJ0341
 GJ0341                          SUPERSEDED SURVEY CONTROL
 GJ0341
 GJ0341  NGVD 29 (??/??/92)  695.934  (m)         2283.24   (f) ADJ UNCH    2 0
 GJ0341
 GJ0341.Superseded values are not recommended for survey control.
 GJ0341
 GJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0341.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0341
 GJ0341_MARKER: DB = BENCH MARK DISK
 GJ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0341_STAMPING: A 104 1934
 GJ0341_MARK LOGO: CGS
 GJ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0341+STABILITY: SURFACE MOTION
 GJ0341
 GJ0341  HISTORY     - Date     Condition        Report By
 GJ0341  HISTORY     - 1934     MONUMENTED       CGS
 GJ0341
 GJ0341                          STATION DESCRIPTION
 GJ0341
 GJ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0341'2.6 MI S FROM SHATTUCK.
 GJ0341'2.6 MILES SOUTH OF A.T. AND S.F. RR. STATION AT SHATTUCK.  0.1
 GJ0341'MILE NORTH OF DRIVEWAY TO FARM HOUSE.  42 FEET EAST OF CENTERLINE
 GJ0341'OF U.S. HIGHWAY 283.  2 FEET SOUTH OF HALF SECTION LINE, AND ON
 GJ0341'HIGHWAY RIGHT OF WAY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0471 ***********************************************************************
 FK0471  DESIGNATION -  A 105
 FK0471  PID         -  FK0471
 FK0471  STATE/COUNTY-  OK/ROGER MILLS
 FK0471  COUNTRY     -  US
 FK0471  USGS QUAD   -  CHEYENNE NW (2018)
 FK0471
 FK0471                         *CURRENT SURVEY CONTROL
 FK0471  ______________________________________________________________________
 FK0471* NAD 83(1986) POSITION- 35 42 57.     (N) 099 41 40.     (W)   SCALED
 FK0471* NAVD 88 ORTHO HEIGHT -   605.524 (meters)     1986.62  (feet) ADJUSTED
 FK0471  ______________________________________________________________________
 FK0471  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 FK0471  DYNAMIC HEIGHT  -        604.888 (meters)     1984.54  (feet) COMP
 FK0471  MODELED GRAVITY -    979,564.3   (mgal)                       NAVD 88
 FK0471
 FK0471  VERT ORDER      -  SECOND    CLASS 0
 FK0471
 FK0471.The horizontal coordinates were scaled from a map and have
 FK0471.an estimated accuracy of +/- 6 seconds.
 FK0471
 FK0471.The orthometric height was determined by differential leveling and
 FK0471.adjusted by the NATIONAL GEODETIC SURVEY
 FK0471.in June 1991.
 FK0471
 FK0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0471.GEOID18 height accuracy estimate available here.
 FK0471
 FK0471.Click photographs - Photos may exist for this station.
 FK0471
 FK0471.The dynamic height is computed by dividing the NAVD 88
 FK0471.geopotential number by the normal gravity value computed on the
 FK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0471.degrees latitude (g = 980.6199 gals.).
 FK0471
 FK0471.The modeled gravity was interpolated from observed gravity values.
 FK0471
 FK0471;                    North         East    Units  Estimated Accuracy
 FK0471;SPC OK N     -    80,760.      446,690.      MT  (+/- 180 meters Scaled)
 FK0471
 FK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME371526(NAD 83)
 FK0471
 FK0471                          SUPERSEDED SURVEY CONTROL
 FK0471
 FK0471  NGVD 29 (??/??/92)  605.233  (m)         1985.67   (f) ADJ UNCH    2 0
 FK0471
 FK0471.Superseded values are not recommended for survey control.
 FK0471
 FK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0471.See file dsdata.pdf to determine how the superseded data were derived.
 FK0471
 FK0471_MARKER: DB = BENCH MARK DISK
 FK0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0471_SP_SET: BRIDGE
 FK0471_STAMPING: A 105 1934
 FK0471_MARK LOGO: CGS
 FK0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0471
 FK0471  HISTORY     - Date     Condition        Report By
 FK0471  HISTORY     - 1934     MONUMENTED       CGS
 FK0471
 FK0471                          STATION DESCRIPTION
 FK0471
 FK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0471'7.4 MI NW FROM CHEYENNE.
 FK0471'7.4 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE 15
 FK0471'FEET WEST OF CENTER LINE OF U.S. HIGHWAY 283, ON SOUTHWEST
 FK0471'WINGWALL OF HIGHWAY BRIDGE OVER DEAD INDIAN CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0269 ***********************************************************************
 GJ0269  DESIGNATION -  A 106
 GJ0269  PID         -  GJ0269
 GJ0269  STATE/COUNTY-  OK/WOODWARD
 GJ0269  COUNTRY     -  US
 GJ0269  USGS QUAD   -  WOODWARD (2018)
 GJ0269
 GJ0269                         *CURRENT SURVEY CONTROL
 GJ0269  ______________________________________________________________________
 GJ0269* NAD 83(1986) POSITION- 36 28 23.     (N) 099 28 25.     (W)   SCALED
 GJ0269* NAVD 88 ORTHO HEIGHT -   591.234 (meters)     1939.74  (feet) ADJUSTED
 GJ0269  ______________________________________________________________________
 GJ0269  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0269  DYNAMIC HEIGHT  -        590.659 (meters)     1937.85  (feet) COMP
 GJ0269  MODELED GRAVITY -    979,642.2   (mgal)                       NAVD 88
 GJ0269
 GJ0269  VERT ORDER      -  SECOND    CLASS 0
 GJ0269
 GJ0269.The horizontal coordinates were scaled from a map and have
 GJ0269.an estimated accuracy of +/- 6 seconds.
 GJ0269
 GJ0269.The orthometric height was determined by differential leveling and
 GJ0269.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0269.in June 1991.
 GJ0269
 GJ0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0269.GEOID18 height accuracy estimate available here.
 GJ0269
 GJ0269.Click photographs - Photos may exist for this station.
 GJ0269
 GJ0269.The dynamic height is computed by dividing the NAVD 88
 GJ0269.geopotential number by the normal gravity value computed on the
 GJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0269.degrees latitude (g = 980.6199 gals.).
 GJ0269
 GJ0269.The modeled gravity was interpolated from observed gravity values.
 GJ0269
 GJ0269;                    North         East    Units  Estimated Accuracy
 GJ0269;SPC OK N     -   164,440.      467,940.      MT  (+/- 180 meters Scaled)
 GJ0269
 GJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF575365(NAD 83)
 GJ0269
 GJ0269                          SUPERSEDED SURVEY CONTROL
 GJ0269
 GJ0269  NGVD 29 (??/??/92)  590.971  (m)         1938.88   (f) ADJ UNCH    2 0
 GJ0269
 GJ0269.Superseded values are not recommended for survey control.
 GJ0269
 GJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0269.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0269
 GJ0269_MARKER: DB = BENCH MARK DISK
 GJ0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0269_SP_SET: BRIDGE
 GJ0269_STAMPING: A 106 1934
 GJ0269_MARK LOGO: CGS
 GJ0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0269
 GJ0269  HISTORY     - Date     Condition        Report By
 GJ0269  HISTORY     - 1934     MONUMENTED       CGS
 GJ0269
 GJ0269                          STATION DESCRIPTION
 GJ0269
 GJ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0269'5.4 MI NW FROM WOODWARD.
 GJ0269'0.15 MILE WEST OF MILE POLE 225.  126 FEET SOUTH OF NEAREST
 GJ0269'RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  18 FEET
 GJ0269'NORTH OF CENTER LINE OF OKLAHOMA STATE HIGHWAY 35.  SET ON
 GJ0269'NORTHEAST WINGWALL OF CONCRETE HIGHWAY BRIDGE OPPOSITE RAILWAY
 GJ0269'BRIDGE 225.2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0015 ***********************************************************************
 GK0015  DESIGNATION -  A 107
 GK0015  PID         -  GK0015
 GK0015  STATE/COUNTY-  OK/BEAVER
 GK0015  COUNTRY     -  US
 GK0015  USGS QUAD   -  GATE (2018)
 GK0015
 GK0015                         *CURRENT SURVEY CONTROL
 GK0015  ______________________________________________________________________
 GK0015* NAD 83(1997) POSITION- 36 50 53.29140(N) 100 04 37.75724(W)   ADJUSTED
 GK0015* NAVD 88 ORTHO HEIGHT -   700.555 (meters)     2298.40  (feet) ADJUSTED
 GK0015  ______________________________________________________________________
 GK0015  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 GK0015  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 GK0015  DYNAMIC HEIGHT  -        699.897 (meters)     2296.25  (feet) COMP
 GK0015  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 GK0015
 GK0015  HORZ ORDER      -  SECOND
 GK0015  VERT ORDER      -  SECOND    CLASS 0
 GK0015
 GK0015.The horizontal coordinates were established by classical geodetic methods
 GK0015.and adjusted by the National Geodetic Survey in October 1998.
 GK0015
 GK0015.The orthometric height was determined by differential leveling and
 GK0015.adjusted by the NATIONAL GEODETIC SURVEY
 GK0015.in June 1991.
 GK0015
 GK0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0015.GEOID18 height accuracy estimate available here.
 GK0015
 GK0015.Click photographs - Photos may exist for this station.
 GK0015
 GK0015.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0015
 GK0015.The dynamic height is computed by dividing the NAVD 88
 GK0015.geopotential number by the normal gravity value computed on the
 GK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0015.degrees latitude (g = 980.6199 gals.).
 GK0015
 GK0015.The modeled gravity was interpolated from observed gravity values.
 GK0015
 GK0015. The following values were computed from the NAD 83(1997) position.
 GK0015
 GK0015;                    North         East     Units Scale Factor Converg.
 GK0015;SPC OK N     -   207,046.032   414,753.119   MT  1.00001588   -1 13 33.0
 GK0015;SPC OK N     -   679,283.52  1,360,735.86   sFT  1.00001588   -1 13 33.0
 GK0015;UTM  14      - 4,078,567.259   403,967.133   MT  0.99971361   -0 38 45.7
 GK0015
 GK0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0015!SPC OK N     -   0.99989439  x   1.00001588  =   0.99991027
 GK0015!UTM  14      -   0.99989439  x   0.99971361  =   0.99960803
 GK0015
 GK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0396778567(NAD 83)
 GK0015
 GK0015                          SUPERSEDED SURVEY CONTROL
 GK0015
 GK0015  NAD 83(1993)-  36 50 53.29460(N)    100 04 37.75615(W) AD(       ) 2
 GK0015  NAD 83(1986)-  36 50 53.29282(N)    100 04 37.75290(W) AD(       ) 2
 GK0015  NAD 27      -  36 50 53.18398(N)    100 04 36.25973(W) AD(       ) 2
 GK0015  NGVD 29 (??/??/92)  700.260  (m)         2297.44   (f) ADJ UNCH    2 0
 GK0015  NGVD 29             700.26   (m)         2297.4    (f) LEVELING    3  
 GK0015
 GK0015.Superseded values are not recommended for survey control.
 GK0015
 GK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0015.See file dsdata.pdf to determine how the superseded data were derived.
 GK0015
 GK0015_MARKER: DB = BENCH MARK DISK
 GK0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0015_SP_SET: CULVERT HEADWALL
 GK0015_STAMPING: A 107 1934
 GK0015_MARK LOGO: CGS
 GK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0015+STABILITY: SURFACE MOTION
 GK0015
 GK0015  HISTORY     - Date     Condition        Report By
 GK0015  HISTORY     - 1934     MONUMENTED       CGS
 GK0015  HISTORY     - 1970     GOOD             CGS
 GK0015  HISTORY     - 1970     GOOD             NGS
 GK0015
 GK0015                          STATION DESCRIPTION
 GK0015
 GK0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 GK0015'BENCH MARK A 107 IS A STANDARD BENCH MARK DISK STAMPED
 GK0015'A 107 1934, CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE
 GK0015'CULVERT.  IT IS 55.0 FEET NORTHEAST OF TELEPHONE POLE NUMBER 2128,
 GK0015'32.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACK AND
 GK0015'19 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 64.
 GK0015'
 GK0015'TO REACH THE BENCH MARK FROM THE POST OFFICE IN GATE, GO WEST ON U.
 GK0015'S. HIGHWAY 64 FOR 0.15 MILE TO A CROSSROAD, CONTINUE WESTERLY ON U.
 GK0015'S.  HIGHWAY 64 FOR 1.2 MILES TO A RAILROAD CROSSING AND THE MARK ON
 GK0015'THE LEFT AS DESCRIBED.
 GK0015
 GK0015                          STATION RECOVERY (1970)
 GK0015
 GK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GK0015'1.35 MI W FROM GATE.
 GK0015'1.35 MILES WEST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE IN GATE. IT
 GK0015'IS CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE
 GK0015'CULVERT, 108 FEET WEST OF THE INTERSECTION OF U.S. HIGHWAY 65 AND
 GK0015'MISSOURI-KANSAS-TEXAS RAILROAD TRACK, 32 FEET NORTHWEST OF THE
 GK0015'NORTHWEST RAIL OF THE RAILROAD TRACK, 55 FEET NORTHEAST OF TELEPHONE
 GK0015'POLE 2128 AND 19 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 65.  NOTE--
 GK0015'THIS MARK WAS ALSO USED AS THE AZIMUTH MARK FOR TRAVERSE STATION
 GK0015'WEEKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0398 ***********************************************************************
 GJ0398  DESIGNATION -  A 108
 GJ0398  PID         -  GJ0398
 GJ0398  STATE/COUNTY-  OK/HARPER
 GJ0398  COUNTRY     -  US
 GJ0398  USGS QUAD   -  BUFFALO (2018)
 GJ0398
 GJ0398                         *CURRENT SURVEY CONTROL
 GJ0398  ______________________________________________________________________
 GJ0398* NAD 83(1986) POSITION- 36 49 10.     (N) 099 41 09.     (W)   SCALED
 GJ0398* NAVD 88 ORTHO HEIGHT -   563.763 (meters)     1849.61  (feet) ADJUSTED
 GJ0398  ______________________________________________________________________
 GJ0398  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 GJ0398  DYNAMIC HEIGHT  -        563.240 (meters)     1847.90  (feet) COMP
 GJ0398  MODELED GRAVITY -    979,687.1   (mgal)                       NAVD 88
 GJ0398
 GJ0398  VERT ORDER      -  SECOND    CLASS 0
 GJ0398
 GJ0398.The horizontal coordinates were scaled from a map and have
 GJ0398.an estimated accuracy of +/- 6 seconds.
 GJ0398
 GJ0398.The orthometric height was determined by differential leveling and
 GJ0398.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0398.in June 1991.
 GJ0398
 GJ0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0398.GEOID18 height accuracy estimate available here.
 GJ0398
 GJ0398.Click photographs - Photos may exist for this station.
 GJ0398
 GJ0398.The dynamic height is computed by dividing the NAVD 88
 GJ0398.geopotential number by the normal gravity value computed on the
 GJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0398.degrees latitude (g = 980.6199 gals.).
 GJ0398
 GJ0398.The modeled gravity was interpolated from observed gravity values.
 GJ0398
 GJ0398;                    North         East    Units  Estimated Accuracy
 GJ0398;SPC OK N     -   203,190.      449,590.      MT  (+/- 180 meters Scaled)
 GJ0398
 GJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF388750(NAD 83)
 GJ0398
 GJ0398                          SUPERSEDED SURVEY CONTROL
 GJ0398
 GJ0398  NGVD 29 (??/??/92)  563.490  (m)         1848.72   (f) ADJ UNCH    2 0
 GJ0398
 GJ0398.Superseded values are not recommended for survey control.
 GJ0398
 GJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0398.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0398
 GJ0398_MARKER: DB = BENCH MARK DISK
 GJ0398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GJ0398_SP_SET: BRIDGE WINGWALL
 GJ0398_STAMPING: A 108 1934
 GJ0398_MARK LOGO: CGS
 GJ0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0398
 GJ0398  HISTORY     - Date     Condition        Report By
 GJ0398  HISTORY     - 1934     MONUMENTED       CGS
 GJ0398  HISTORY     - 19980505 GOOD             OKDOT
 GJ0398
 GJ0398                          STATION DESCRIPTION
 GJ0398
 GJ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0398'4 MI W FROM BUFFALO.
 GJ0398'SET ON NORTHWEST WINGWALL OF CONCRETE BRIDGE OVER DRY BUFFALO
 GJ0398'CREEK.
 GJ0398
 GJ0398                          STATION RECOVERY (1998)
 GJ0398
 GJ0398'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GJ0398'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND US 183 AT BUFFALO,
 GJ0398'GO WEST ON US 64 FOR 3.3 MILES (5.3 KM) TO A BRIDGE OVER DRY BUFFALO
 GJ0398'CREEK AND THE MARK ON THE RIGHT.  IT IS SET FLUSH IN THE TOP OF THE
 GJ0398'NORTHWEST WINGWALL OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0202 ***********************************************************************
 GJ0202  DESIGNATION -  A 109
 GJ0202  PID         -  GJ0202
 GJ0202  STATE/COUNTY-  OK/WOODS
 GJ0202  COUNTRY     -  US
 GJ0202  USGS QUAD   -  EDITH (2018)
 GJ0202
 GJ0202                         *CURRENT SURVEY CONTROL
 GJ0202  ______________________________________________________________________
 GJ0202* NAD 83(1986) POSITION- 36 48 17.     (N) 099 14 42.     (W)   SCALED
 GJ0202* NAVD 88 ORTHO HEIGHT -   483.649 (meters)     1586.77  (feet) ADJUSTED
 GJ0202  ______________________________________________________________________
 GJ0202  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 GJ0202  DYNAMIC HEIGHT  -        483.204 (meters)     1585.31  (feet) COMP
 GJ0202  MODELED GRAVITY -    979,697.2   (mgal)                       NAVD 88
 GJ0202
 GJ0202  VERT ORDER      -  SECOND    CLASS 0
 GJ0202
 GJ0202.The horizontal coordinates were scaled from a map and have
 GJ0202.an estimated accuracy of +/- 6 seconds.
 GJ0202
 GJ0202.The orthometric height was determined by differential leveling and
 GJ0202.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0202.in June 1991.
 GJ0202
 GJ0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0202.GEOID18 height accuracy estimate available here.
 GJ0202
 GJ0202.Click photographs - Photos may exist for this station.
 GJ0202
 GJ0202.The dynamic height is computed by dividing the NAVD 88
 GJ0202.geopotential number by the normal gravity value computed on the
 GJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0202.degrees latitude (g = 980.6199 gals.).
 GJ0202
 GJ0202.The modeled gravity was interpolated from observed gravity values.
 GJ0202
 GJ0202;                    North         East    Units  Estimated Accuracy
 GJ0202;SPC OK N     -   200,960.      488,900.      MT  (+/- 180 meters Scaled)
 GJ0202
 GJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF781732(NAD 83)
 GJ0202
 GJ0202                          SUPERSEDED SURVEY CONTROL
 GJ0202
 GJ0202  NGVD 29 (??/??/92)  483.404  (m)         1585.97   (f) ADJ UNCH    2 0
 GJ0202
 GJ0202.Superseded values are not recommended for survey control.
 GJ0202
 GJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0202.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0202
 GJ0202_MARKER: DB = BENCH MARK DISK
 GJ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0202_STAMPING: A 109 1934
 GJ0202_MARK LOGO: CGS
 GJ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0202+STABILITY: SURFACE MOTION
 GJ0202
 GJ0202  HISTORY     - Date     Condition        Report By
 GJ0202  HISTORY     - 1934     MONUMENTED       CGS
 GJ0202
 GJ0202                          STATION DESCRIPTION
 GJ0202
 GJ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0202'8 MI NW FROM FREEDOM.
 GJ0202'8.0 MILES NORTHWEST OF A.T AND SF. RR. STATION AT FREEDOM 2
 GJ0202'MILES NORTHWEST OF EDITH, 55 FEET WEST OF NEAREST RAIL OF
 GJ0202'ATCHISON TOPEKA AND SANTA FE TRACK, 3 FEET EAST OF FENCELINE,
 GJ0202'3 FEET NORTHEAST OF MILEPOST 28.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0223 ***********************************************************************
 GJ0223  DESIGNATION -  A 110
 GJ0223  PID         -  GJ0223
 GJ0223  STATE/COUNTY-  OK/WOODS
 GJ0223  COUNTRY     -  US
 GJ0223  USGS QUAD   -  LOOKOUT (2018)
 GJ0223
 GJ0223                         *CURRENT SURVEY CONTROL
 GJ0223  ______________________________________________________________________
 GJ0223* NAD 83(1986) POSITION- 36 57 44.     (N) 099 15 56.     (W)   SCALED
 GJ0223* NAVD 88 ORTHO HEIGHT -   593.277 (meters)     1946.44  (feet) ADJUSTED
 GJ0223  ______________________________________________________________________
 GJ0223  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 GJ0223  DYNAMIC HEIGHT  -        592.739 (meters)     1944.68  (feet) COMP
 GJ0223  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 GJ0223
 GJ0223  VERT ORDER      -  SECOND    CLASS 0
 GJ0223
 GJ0223.The horizontal coordinates were scaled from a map and have
 GJ0223.an estimated accuracy of +/- 6 seconds.
 GJ0223
 GJ0223.The orthometric height was determined by differential leveling and
 GJ0223.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0223.in June 1991.
 GJ0223
 GJ0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0223.GEOID18 height accuracy estimate available here.
 GJ0223
 GJ0223.Click photographs - Photos may exist for this station.
 GJ0223
 GJ0223.The dynamic height is computed by dividing the NAVD 88
 GJ0223.geopotential number by the normal gravity value computed on the
 GJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0223.degrees latitude (g = 980.6199 gals.).
 GJ0223
 GJ0223.The modeled gravity was interpolated from observed gravity values.
 GJ0223
 GJ0223;                    North         East    Units  Estimated Accuracy
 GJ0223;SPC OK N     -   218,460.      487,290.      MT  (+/- 180 meters Scaled)
 GJ0223
 GJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF763907(NAD 83)
 GJ0223
 GJ0223                          SUPERSEDED SURVEY CONTROL
 GJ0223
 GJ0223  NGVD 29 (??/??/92)  593.021  (m)         1945.60   (f) ADJ UNCH    2 0
 GJ0223
 GJ0223.Superseded values are not recommended for survey control.
 GJ0223
 GJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0223.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0223
 GJ0223_MARKER: DB = BENCH MARK DISK
 GJ0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0223_SP_SET: CULVERT HEADWALL
 GJ0223_STAMPING: A 110 1934
 GJ0223_MARK LOGO: CGS
 GJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0223+STABILITY: SURFACE MOTION
 GJ0223
 GJ0223  HISTORY     - Date     Condition        Report By
 GJ0223  HISTORY     - 1934     MONUMENTED       CGS
 GJ0223
 GJ0223                          STATION DESCRIPTION
 GJ0223
 GJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0223'20.8 MI NW FROM FREEDOM.
 GJ0223'20.8 MILES NORTHWEST OF A.T. AND S.F.RR. STATION AT FREEDOM
 GJ0223'0.2 MILE NORTH OF SECTION LINE ROAD.  15 FEET EAST OF CENTER
 GJ0223'LINE OF OKLAHOMA STATE HIGHWAY 50.  ON NORTH END OF 10 FOOT
 GJ0223'HEADWALL OF CONCRETE HIGHWAY CULVERT AT BOTTOM OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0024 ***********************************************************************
 GJ0024  DESIGNATION -  A 111
 GJ0024  PID         -  GJ0024
 GJ0024  STATE/COUNTY-  OK/ALFALFA
 GJ0024  COUNTRY     -  US
 GJ0024  USGS QUAD   -  MANCHESTER NW (2018)
 GJ0024
 GJ0024                         *CURRENT SURVEY CONTROL
 GJ0024  ______________________________________________________________________
 GJ0024* NAD 83(1986) POSITION- 36 57 24.     (N) 098 13 56.     (W)   SCALED
 GJ0024* NAVD 88 ORTHO HEIGHT -   368.624 (meters)     1209.39  (feet) ADJUSTED
 GJ0024  ______________________________________________________________________
 GJ0024  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 GJ0024  DYNAMIC HEIGHT  -        368.312 (meters)     1208.37  (feet) COMP
 GJ0024  MODELED GRAVITY -    979,774.7   (mgal)                       NAVD 88
 GJ0024
 GJ0024  VERT ORDER      -  SECOND    CLASS 0
 GJ0024
 GJ0024.The horizontal coordinates were scaled from a map and have
 GJ0024.an estimated accuracy of +/- 6 seconds.
 GJ0024
 GJ0024.The orthometric height was determined by differential leveling and
 GJ0024.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0024.in June 1991.
 GJ0024
 GJ0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0024.GEOID18 height accuracy estimate available here.
 GJ0024
 GJ0024.Click photographs - Photos may exist for this station.
 GJ0024
 GJ0024.The dynamic height is computed by dividing the NAVD 88
 GJ0024.geopotential number by the normal gravity value computed on the
 GJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0024.degrees latitude (g = 980.6199 gals.).
 GJ0024
 GJ0024.The modeled gravity was interpolated from observed gravity values.
 GJ0024
 GJ0024;                    North         East    Units  Estimated Accuracy
 GJ0024;SPC OK N     -   217,130.      579,320.      MT  (+/- 180 meters Scaled)
 GJ0024
 GJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF683903(NAD 83)
 GJ0024
 GJ0024                          SUPERSEDED SURVEY CONTROL
 GJ0024
 GJ0024  NGVD 29 (??/??/92)  368.489  (m)         1208.95   (f) ADJ UNCH    2 0
 GJ0024
 GJ0024.Superseded values are not recommended for survey control.
 GJ0024
 GJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0024.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0024
 GJ0024_MARKER: DB = BENCH MARK DISK
 GJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0024_STAMPING: A 111 1934
 GJ0024_MARK LOGO: CGS
 GJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0024+STABILITY: SURFACE MOTION
 GJ0024
 GJ0024  HISTORY     - Date     Condition        Report By
 GJ0024  HISTORY     - 1934     MONUMENTED       CGS
 GJ0024
 GJ0024                          STATION DESCRIPTION
 GJ0024
 GJ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0024'3.9 MI SW FROM WALDRON.
 GJ0024'3.9 MILES SOUTHWEST OF A.T. AND SF. RR. STATION AT WALDRON, 102
 GJ0024'FEET NORTH OF 11TH. POLE SOUTHWEST OF MILEPOST 284, 70 FEET WEST
 GJ0024'OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 25 FEET
 GJ0024'SOUTH OF CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0078 ***********************************************************************
 GJ0078  DESIGNATION -  A 112
 GJ0078  PID         -  GJ0078
 GJ0078  STATE/COUNTY-  OK/MAJOR
 GJ0078  COUNTRY     -  US
 GJ0078  USGS QUAD   -  FAIRVIEW (2018)
 GJ0078
 GJ0078                         *CURRENT SURVEY CONTROL
 GJ0078  ______________________________________________________________________
 GJ0078* NAD 83(1986) POSITION- 36 22 28.     (N) 098 28 19.     (W)   SCALED
 GJ0078* NAVD 88 ORTHO HEIGHT -   375.418 (meters)     1231.68  (feet) ADJUSTED
 GJ0078  ______________________________________________________________________
 GJ0078  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 GJ0078  DYNAMIC HEIGHT  -        375.085 (meters)     1230.59  (feet) COMP
 GJ0078  MODELED GRAVITY -    979,732.2   (mgal)                       NAVD 88
 GJ0078
 GJ0078  VERT ORDER      -  SECOND    CLASS 0
 GJ0078
 GJ0078.The horizontal coordinates were scaled from a map and have
 GJ0078.an estimated accuracy of +/- 6 seconds.
 GJ0078
 GJ0078.The orthometric height was determined by differential leveling and
 GJ0078.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0078.in June 1991.
 GJ0078
 GJ0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0078.GEOID18 height accuracy estimate available here.
 GJ0078
 GJ0078.Click photographs - Photos may exist for this station.
 GJ0078
 GJ0078.The dynamic height is computed by dividing the NAVD 88
 GJ0078.geopotential number by the normal gravity value computed on the
 GJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0078.degrees latitude (g = 980.6199 gals.).
 GJ0078
 GJ0078.The modeled gravity was interpolated from observed gravity values.
 GJ0078
 GJ0078;                    North         East    Units  Estimated Accuracy
 GJ0078;SPC OK N     -   152,600.      557,650.      MT  (+/- 180 meters Scaled)
 GJ0078
 GJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF473256(NAD 83)
 GJ0078
 GJ0078                          SUPERSEDED SURVEY CONTROL
 GJ0078
 GJ0078  NGVD 29 (??/??/92)  375.256  (m)         1231.15   (f) ADJ UNCH    2 0
 GJ0078
 GJ0078.Superseded values are not recommended for survey control.
 GJ0078
 GJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0078.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0078
 GJ0078_MARKER: DB = BENCH MARK DISK
 GJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0078_STAMPING: A 112 1935
 GJ0078_MARK LOGO: CGS
 GJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0078+STABILITY: SURFACE MOTION
 GJ0078
 GJ0078  HISTORY     - Date     Condition        Report By
 GJ0078  HISTORY     - 1935     MONUMENTED       CGS
 GJ0078
 GJ0078                          STATION DESCRIPTION
 GJ0078
 GJ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0078'1 MI NE FROM ORIENTA.
 GJ0078'1.0 MILES NE OF A.T. AND SF. RR. STATION AT ORIENTA 0.3 MILE NORTH
 GJ0078'OF MILEPOST 329, 0.1 MILE SOUTH OF ATCHISON TOPEKA AND SANTA
 GJ0078'FE RAILROAD BRIDGE 328-6, 40 FEET WEST OF NEAREST RAIL OF
 GJ0078'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0229 ***********************************************************************
 FK0229  DESIGNATION -  A 113
 FK0229  PID         -  FK0229
 FK0229  STATE/COUNTY-  OK/CUSTER
 FK0229  COUNTRY     -  US
 FK0229  USGS QUAD   -  CLINTON NE (2018)
 FK0229
 FK0229                         *CURRENT SURVEY CONTROL
 FK0229  ______________________________________________________________________
 FK0229* NAD 83(1986) POSITION- 35 44 40.     (N) 098 45 37.     (W)   SCALED
 FK0229* NAVD 88 ORTHO HEIGHT -   526.571 (meters)     1727.59  (feet) ADJUSTED
 FK0229  ______________________________________________________________________
 FK0229  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 FK0229  DYNAMIC HEIGHT  -        526.058 (meters)     1725.91  (feet) COMP
 FK0229  MODELED GRAVITY -    979,642.4   (mgal)                       NAVD 88
 FK0229
 FK0229  VERT ORDER      -  SECOND    CLASS 0
 FK0229
 FK0229.The horizontal coordinates were scaled from a map and have
 FK0229.an estimated accuracy of +/- 6 seconds.
 FK0229
 FK0229.The orthometric height was determined by differential leveling and
 FK0229.adjusted by the NATIONAL GEODETIC SURVEY
 FK0229.in June 1991.
 FK0229
 FK0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0229.GEOID18 height accuracy estimate available here.
 FK0229
 FK0229.Click photographs - Photos may exist for this station.
 FK0229
 FK0229.The dynamic height is computed by dividing the NAVD 88
 FK0229.geopotential number by the normal gravity value computed on the
 FK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0229.degrees latitude (g = 980.6199 gals.).
 FK0229
 FK0229.The modeled gravity was interpolated from observed gravity values.
 FK0229
 FK0229;                    North         East    Units  Estimated Accuracy
 FK0229;SPC OK N     -    82,870.      531,230.      MT  (+/- 180 meters Scaled)
 FK0229
 FK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE216556(NAD 83)
 FK0229
 FK0229                          SUPERSEDED SURVEY CONTROL
 FK0229
 FK0229  NGVD 29 (??/??/92)  526.363  (m)         1726.91   (f) ADJ UNCH    2 0
 FK0229
 FK0229.Superseded values are not recommended for survey control.
 FK0229
 FK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0229.See file dsdata.pdf to determine how the superseded data were derived.
 FK0229
 FK0229_MARKER: DB = BENCH MARK DISK
 FK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0229_STAMPING: A 113 1935
 FK0229_MARK LOGO: CGS
 FK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0229+STABILITY: SURFACE MOTION
 FK0229
 FK0229  HISTORY     - Date     Condition        Report By
 FK0229  HISTORY     - 1935     MONUMENTED       CGS
 FK0229  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0229
 FK0229                          STATION DESCRIPTION
 FK0229
 FK0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0229'AT THOMAS.
 FK0229'AT THOMAS 0.2 MILE SOUTH OF ATCHISON TOPEKA AND SANTA FE STATION
 FK0229'AT THOMAS, 55 FEET SOUTH OF 3RD. POLE SOUTH OF MILEPOST 379, 45
 FK0229'FEET WEST OF NEAREST RAIL OF TRACK, 36 FEET SOUTH OF CENTER
 FK0229'LINE OF ROAD CROSSING TRACK.
 FK0229
 FK0229                          STATION RECOVERY (1981)
 FK0229
 FK0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0129 ***********************************************************************
 GJ0129  DESIGNATION -  A 114
 GJ0129  PID         -  GJ0129
 GJ0129  STATE/COUNTY-  OK/MAJOR
 GJ0129  COUNTRY     -  US
 GJ0129  USGS QUAD   -  TOGO (2018)
 GJ0129
 GJ0129                         *CURRENT SURVEY CONTROL
 GJ0129  ______________________________________________________________________
 GJ0129* NAD 83(1986) POSITION- 36 26 18.     (N) 098 48 00.     (W)   SCALED
 GJ0129* NAVD 88 ORTHO HEIGHT -   415.872 (meters)     1364.41  (feet) ADJUSTED
 GJ0129  ______________________________________________________________________
 GJ0129  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 GJ0129  DYNAMIC HEIGHT  -        415.490 (meters)     1363.15  (feet) COMP
 GJ0129  MODELED GRAVITY -    979,703.3   (mgal)                       NAVD 88
 GJ0129
 GJ0129  VERT ORDER      -  SECOND    CLASS 0
 GJ0129
 GJ0129.The horizontal coordinates were scaled from a map and have
 GJ0129.an estimated accuracy of +/- 6 seconds.
 GJ0129
 GJ0129.The orthometric height was determined by differential leveling and
 GJ0129.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0129.in June 1991.
 GJ0129
 GJ0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0129.GEOID18 height accuracy estimate available here.
 GJ0129
 GJ0129.Click photographs - Photos may exist for this station.
 GJ0129
 GJ0129.The dynamic height is computed by dividing the NAVD 88
 GJ0129.geopotential number by the normal gravity value computed on the
 GJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0129.degrees latitude (g = 980.6199 gals.).
 GJ0129
 GJ0129.The modeled gravity was interpolated from observed gravity values.
 GJ0129
 GJ0129;                    North         East    Units  Estimated Accuracy
 GJ0129;SPC OK N     -   159,880.      528,270.      MT  (+/- 180 meters Scaled)
 GJ0129
 GJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF179325(NAD 83)
 GJ0129
 GJ0129                          SUPERSEDED SURVEY CONTROL
 GJ0129
 GJ0129  NGVD 29 (??/??/92)  415.682  (m)         1363.78   (f) ADJ UNCH    2 0
 GJ0129
 GJ0129.Superseded values are not recommended for survey control.
 GJ0129
 GJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0129.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0129
 GJ0129_MARKER: DB = BENCH MARK DISK
 GJ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0129_STAMPING: A 114 1935
 GJ0129_MARK LOGO: CGS
 GJ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0129+STABILITY: SURFACE MOTION
 GJ0129
 GJ0129  HISTORY     - Date     Condition        Report By
 GJ0129  HISTORY     - 1935     MONUMENTED       CGS
 GJ0129
 GJ0129                          STATION DESCRIPTION
 GJ0129
 GJ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0129'13.4 MI SE FROM BELVA.
 GJ0129'13.4 MILES SOUTHEAST OF SANTA FE STATION AT BELVA 217 FEET
 GJ0129'NORTH OF CONCRETE CULVERT, 45 FEET WEST OF CENTER LINE OF OKLAHOMA
 GJ0129'STATE HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0419 ***********************************************************************
 GG0419  DESIGNATION -  A 118
 GG0419  PID         -  GG0419
 GG0419  STATE/COUNTY-  OK/TULSA
 GG0419  COUNTRY     -  US
 GG0419  USGS QUAD   -  TULSA (2019)
 GG0419
 GG0419                         *CURRENT SURVEY CONTROL
 GG0419  ______________________________________________________________________
 GG0419* NAD 83(2011) POSITION- 36 10 05.86453(N) 095 57 29.10622(W)   ADJUSTED
 GG0419* NAD 83(2011) ELLIP HT-   199.286 (meters)        (01/20/22)   ADJUSTED
 GG0419* NAD 83(2011) EPOCH   -  2010.00
 GG0419* NAVD 88 ORTHO HEIGHT -   228.231 (meters)      748.79  (feet) ADJUSTED
 GG0419  ______________________________________________________________________
 GG0419  GEOID HEIGHT    -        -28.938 (meters)                     GEOID18
 GG0419  NAD 83(2011) X  -   -535,110.304 (meters)                     COMP
 GG0419  NAD 83(2011) Y  - -5,127,313.397 (meters)                     COMP
 GG0419  NAD 83(2011) Z  -  3,743,400.877 (meters)                     COMP
 GG0419  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 GG0419  DYNAMIC HEIGHT  -        228.031 (meters)      748.13  (feet) COMP
 GG0419  MODELED GRAVITY -    979,754.0   (mgal)                       NAVD 88
 GG0419
 GG0419  VERT ORDER      -  SECOND    CLASS 0
 GG0419
 GG0419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0419  Standards:
 GG0419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0419  -------------------------------------------------------------------
 GG0419  NETWORK    0.65   1.20           0.27   0.26   0.61      0.03549243
 GG0419  -------------------------------------------------------------------
 GG0419  Click here for local accuracies and other accuracy information.
 GG0419
 GG0419.The horizontal coordinates were established by GPS observations
 GG0419.and adjusted by the CITY OF TULSA in January 2022.
 GG0419
 GG0419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0419.been affixed to the stable North American tectonic plate. See 
 GG0419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0419
 GG0419.The horizontal coordinates are valid at the epoch date displayed above
 GG0419.which is a decimal equivalence of Year/Month/Day.
 GG0419
 GG0419.The orthometric height was determined by differential leveling and
 GG0419.adjusted by the NATIONAL GEODETIC SURVEY
 GG0419.in June 1991.
 GG0419
 GG0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0419.GEOID18 height accuracy estimate available here.
 GG0419
 GG0419.Click photographs - Photos may exist for this station.
 GG0419
 GG0419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0419
 GG0419.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0419
 GG0419.The ellipsoidal height was determined by GPS observations
 GG0419.and is referenced to NAD 83.
 GG0419
 GG0419.The dynamic height is computed by dividing the NAVD 88
 GG0419.geopotential number by the normal gravity value computed on the
 GG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0419.degrees latitude (g = 980.6199 gals.).
 GG0419
 GG0419.The modeled gravity was interpolated from observed gravity values.
 GG0419
 GG0419. The following values were computed from the NAD 83(2011) position.
 GG0419
 GG0419;                    North         East     Units Scale Factor Converg.
 GG0419;SPC OK N     -   131,557.511   783,691.040   MT  0.99994541   +1 12 18.1
 GG0419;SPC OK N     -   431,618.27  2,571,159.69   sFT  0.99994541   +1 12 18.1
 GG0419;UTM  15      - 4,006,670.752   233,926.269   MT  1.00047239   -1 44 48.4
 GG0419;UTM  14      - 4,006,904.035   773,616.194   MT  1.00052256   +1 47 46.8
 GG0419
 GG0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0419!SPC OK N     -   0.99996872  x   0.99994541  =   0.99991414
 GG0419!UTM  15      -   0.99996872  x   1.00047239  =   1.00044110
 GG0419!UTM  14      -   0.99996872  x   1.00052256  =   1.00049127
 GG0419
 GG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3392606670(NAD 83)
 GG0419
 GG0419                          SUPERSEDED SURVEY CONTROL
 GG0419
 GG0419  NGVD 29 (??/??/92)  228.109  (m)          748.39   (f) ADJ UNCH    2 0
 GG0419
 GG0419.Superseded values are not recommended for survey control.
 GG0419
 GG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0419.See file dsdata.pdf to determine how the superseded data were derived.
 GG0419
 GG0419_MARKER: DB = BENCH MARK DISK
 GG0419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0419_SP_SET: OVERPASS ABUTMENT
 GG0419_STAMPING: A 118 1959
 GG0419_MARK LOGO: CGS
 GG0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0419+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2021
 GG0419
 GG0419  HISTORY     - Date     Condition        Report By
 GG0419  HISTORY     - 1959     MONUMENTED       CGS
 GG0419  HISTORY     - 1989     POOR             USPSQD
 GG0419  HISTORY     - 19940401 GOOD             NGS
 GG0419  HISTORY     - 20081105 GOOD             AIRDAT
 GG0419  HISTORY     - 20100402 GOOD             AIRDAT
 GG0419  HISTORY     - 20210319 GOOD             COTOK
 GG0419
 GG0419                          STATION DESCRIPTION
 GG0419
 GG0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0419'IN TULSA.
 GG0419'ABOUT 2.0 MILES NORTHEAST ALONG THE ST. LOUIS - SAN FRANCISCO
 GG0419'RAILWAY FROM THE UNION STATION AT TULSA, ON THE CONCRETE RAILROAD
 GG0419'OVERPASS BRIDGE WHICH CROSSES LEWIS AVENUE, IN THE NORTHEAST
 GG0419'CORNER OF THE BRIDGE, 6.4 FEET NORTHWEST OF THE NORTH RAIL OF
 GG0419'THE NORTHERLY OF FOUR TRACKS, 2.4 FEET SOUTH OF A CONCRETE
 GG0419'ABUTMENT WALL, AND 0.7 FEET WEST OF THE EAST END OF THE BRIDGE.
 GG0419'A STANDARD DISK STAMPED A 118 1959 SET IN A DRILL HOLE IN THE
 GG0419'CONCRETE.
 GG0419
 GG0419                          STATION RECOVERY (1989)
 GG0419
 GG0419'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSF)
 GG0419'MARK RECOVERED IN POOR CONDITION.
 GG0419
 GG0419                          STATION RECOVERY (1994)
 GG0419
 GG0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0419'IN TULSA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 GG0419'LEWIS AVENUE, IN TOP OF AND 1.4 M (4.6 FT) SOUTH OF THE NORTH END OF
 GG0419'THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE AVENUE,
 GG0419'10.0 M (32.8 FT) EAST OF THE AVENUE CENTER, 6.4 M (21.0 FT) NORTH OF
 GG0419'THE NEAR RAIL OF THE MOST NORTHERLY OF 2 MAIN TRACKS, 5.8 M
 GG0419'(19.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND 1.9 M (6.2 FT) NORTH OF
 GG0419'AND LEVEL WITH THE NEAR RAIL OF A SIDE TRACK.
 GG0419
 GG0419                          STATION RECOVERY (2008)
 GG0419
 GG0419'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0419'RECOVERED AS DESCRIBED.
 GG0419
 GG0419                          STATION RECOVERY (2010)
 GG0419
 GG0419'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0419'RECOVERED IN GOOD CONDITION.
 GG0419
 GG0419                          STATION RECOVERY (2021)
 GG0419
 GG0419'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 GG0419'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0580 ***********************************************************************
 DM0580  DESIGNATION -  A 12
 DM0580  PID         -  DM0580
 DM0580  STATE/COUNTY-  OK/CHOCTAW
 DM0580  COUNTRY     -  US
 DM0580  USGS QUAD   -  GRANT (2018)
 DM0580
 DM0580                         *CURRENT SURVEY CONTROL
 DM0580  ______________________________________________________________________
 DM0580* NAD 83(1986) POSITION- 33 52 38.64   (N) 095 30 07.20   (W)   HD_HELD1
 DM0580* NAVD 88 ORTHO HEIGHT -   130.890 (meters)      429.43  (feet) ADJUSTED
 DM0580  ______________________________________________________________________
 DM0580  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 DM0580  DYNAMIC HEIGHT  -        130.751 (meters)      428.97  (feet) COMP
 DM0580  MODELED GRAVITY -    979,579.6   (mgal)                       NAVD 88
 DM0580
 DM0580  VERT ORDER      -  SECOND    CLASS 0
 DM0580
 DM0580.The horizontal coordinates were determined by differentially corrected
 DM0580.hand held GPS observations or other comparable positioning techniques
 DM0580.and have an estimated accuracy of +/- 3 meters.
 DM0580
 DM0580.The orthometric height was determined by differential leveling and
 DM0580.adjusted by the NATIONAL GEODETIC SURVEY
 DM0580.in June 1991.
 DM0580
 DM0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0580.GEOID18 height accuracy estimate available here.
 DM0580
 DM0580.Click photographs - Photos may exist for this station.
 DM0580
 DM0580.The dynamic height is computed by dividing the NAVD 88
 DM0580.geopotential number by the normal gravity value computed on the
 DM0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0580.degrees latitude (g = 980.6199 gals.).
 DM0580
 DM0580.The modeled gravity was interpolated from observed gravity values.
 DM0580
 DM0580;                    North         East    Units  Estimated Accuracy
 DM0580;SPC OK S     -    63,209.9     831,087.3     MT  (+/- 3 meters HH1 GPS) 
 DM0580
 DM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6858651380(NAD 83)
 DM0580
 DM0580                          SUPERSEDED SURVEY CONTROL
 DM0580
 DM0580  NGVD 29 (??/??/92)  130.845  (m)          429.28   (f) ADJ UNCH    2 0
 DM0580
 DM0580.Superseded values are not recommended for survey control.
 DM0580
 DM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0580.See file dsdata.pdf to determine how the superseded data were derived.
 DM0580
 DM0580_MARKER: DB = BENCH MARK DISK
 DM0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0580_SP_SET: BRIDGE
 DM0580_STAMPING: A 12 1933
 DM0580_MARK LOGO: CGS
 DM0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0580
 DM0580  HISTORY     - Date     Condition        Report By
 DM0580  HISTORY     - 1933     MONUMENTED       CGS
 DM0580
 DM0580                          STATION DESCRIPTION
 DM0580
 DM0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0580'9.7 MI S FROM HUGO.
 DM0580'9.7 MILES SOUTH OF, ALONG ST.L.-S.F.RY.  RED RIVER RAILROAD BRIDGE,
 DM0580'OKLAHOMA (NORTH) END, 54 FEET NORTH OF NORTH END OF STEEL TRUSS, 10
 DM0580'FEET EAST OF RAILROAD CENTER-LINE.  TABLET CEMENTED IN TOP OF CONCRETE
 DM0580'PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0334 ***********************************************************************
 EM0334  DESIGNATION -  A 123
 EM0334  PID         -  EM0334
 EM0334  STATE/COUNTY-  OK/TILLMAN
 EM0334  COUNTRY     -  US
 EM0334  USGS QUAD   -  FREDERICK (2018)
 EM0334
 EM0334                         *CURRENT SURVEY CONTROL
 EM0334  ______________________________________________________________________
 EM0334* NAD 83(1986) POSITION- 34 26 20.     (N) 099 00 21.     (W)   SCALED
 EM0334* NAVD 88 ORTHO HEIGHT -   394.447 (meters)     1294.11  (feet) ADJUSTED
 EM0334  ______________________________________________________________________
 EM0334  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 EM0334  DYNAMIC HEIGHT  -        394.021 (meters)     1292.72  (feet) COMP
 EM0334  MODELED GRAVITY -    979,544.4   (mgal)                       NAVD 88
 EM0334
 EM0334  VERT ORDER      -  SECOND    CLASS 0
 EM0334
 EM0334.The horizontal coordinates were scaled from a map and have
 EM0334.an estimated accuracy of +/- 6 seconds.
 EM0334
 EM0334.The orthometric height was determined by differential leveling and
 EM0334.adjusted by the NATIONAL GEODETIC SURVEY
 EM0334.in June 1991.
 EM0334
 EM0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0334.GEOID18 height accuracy estimate available here.
 EM0334
 EM0334.Click photographs - Photos may exist for this station.
 EM0334
 EM0334.The dynamic height is computed by dividing the NAVD 88
 EM0334.geopotential number by the normal gravity value computed on the
 EM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0334.degrees latitude (g = 980.6199 gals.).
 EM0334
 EM0334.The modeled gravity was interpolated from observed gravity values.
 EM0334
 EM0334;                    North         East    Units  Estimated Accuracy
 EM0334;SPC OK S     -   123,090.      507,560.      MT  (+/- 180 meters Scaled)
 EM0334
 EM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD994108(NAD 83)
 EM0334
 EM0334                          SUPERSEDED SURVEY CONTROL
 EM0334
 EM0334  NGVD 29 (??/??/92)  394.313  (m)         1293.68   (f) ADJ UNCH    2 0
 EM0334
 EM0334.Superseded values are not recommended for survey control.
 EM0334
 EM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0334.See file dsdata.pdf to determine how the superseded data were derived.
 EM0334
 EM0334_MARKER: DB = BENCH MARK DISK
 EM0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0334_SP_SET: CULVERT ABUTMENT
 EM0334_STAMPING: A 123 1961
 EM0334_MARK LOGO: CGS
 EM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0334+STABILITY: SURFACE MOTION
 EM0334
 EM0334  HISTORY     - Date     Condition        Report By
 EM0334  HISTORY     - 1961     MONUMENTED       CGS
 EM0334
 EM0334                          STATION DESCRIPTION
 EM0334
 EM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0334'3.6 MI N FROM FREDERICK.
 EM0334'3.6 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF GRAND
 EM0334'AND MAIN STREETS IN FERDERICK, 79 FEET EAST OF THE EAST RAIL OF THE
 EM0334'RAILROAD TRACKS, 19 FEET WEST OF THE CENTER OF THE HIGHWAY, CEMENTED
 EM0334'IN A DRILL IN THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE
 EM0334'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0030 ***********************************************************************
 EM0030  DESIGNATION -  A 125
 EM0030  PID         -  EM0030
 EM0030  STATE/COUNTY-  OK/COMANCHE
 EM0030  COUNTRY     -  US
 EM0030  USGS QUAD   -  LAWTON (2018)
 EM0030
 EM0030                         *CURRENT SURVEY CONTROL
 EM0030  ______________________________________________________________________
 EM0030* NAD 83(1986) POSITION- 34 35 48.80   (N) 098 24 16.52   (W)   HD_HELD1
 EM0030* NAVD 88 ORTHO HEIGHT -   333.742 (meters)     1094.95  (feet) ADJUSTED
 EM0030  ______________________________________________________________________
 EM0030  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 EM0030  DYNAMIC HEIGHT  -        333.409 (meters)     1093.86  (feet) COMP
 EM0030  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 EM0030
 EM0030  VERT ORDER      -  SECOND    CLASS 0
 EM0030
 EM0030.The horizontal coordinates were determined by differentially corrected
 EM0030.hand held GPS observations or other comparable positioning techniques
 EM0030.and have an estimated accuracy of +/- 3 meters.
 EM0030
 EM0030.The orthometric height was determined by differential leveling and
 EM0030.adjusted by the NATIONAL GEODETIC SURVEY
 EM0030.in June 1991.
 EM0030
 EM0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0030.GEOID18 height accuracy estimate available here.
 EM0030
 EM0030.Click photographs - Photos may exist for this station.
 EM0030
 EM0030.The dynamic height is computed by dividing the NAVD 88
 EM0030.geopotential number by the normal gravity value computed on the
 EM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0030.degrees latitude (g = 980.6199 gals.).
 EM0030
 EM0030.The modeled gravity was interpolated from observed gravity values.
 EM0030
 EM0030;                    North         East    Units  Estimated Accuracy
 EM0030;SPC OK S     -   140,232.1     562,888.1     MT  (+/- 3 meters HH1 GPS) 
 EM0030
 EM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5459728502(NAD 83)
 EM0030
 EM0030                          SUPERSEDED SURVEY CONTROL
 EM0030
 EM0030  NGVD 29 (??/??/92)  333.643  (m)         1094.63   (f) ADJ UNCH    2 0
 EM0030
 EM0030.Superseded values are not recommended for survey control.
 EM0030
 EM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0030.See file dsdata.pdf to determine how the superseded data were derived.
 EM0030
 EM0030_MARKER: DB = BENCH MARK DISK
 EM0030_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EM0030_SP_SET: BRIDGE WINGWALL
 EM0030_STAMPING: A 125 1963
 EM0030_MARK LOGO: CGS
 EM0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0030+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 EM0030
 EM0030  HISTORY     - Date     Condition        Report By
 EM0030  HISTORY     - 1963     MONUMENTED       CGS
 EM0030  HISTORY     - 20000209 GOOD             LOCSUR
 EM0030  HISTORY     - 20041129 GOOD             CLOLS
 EM0030  HISTORY     - 20071126 GOOD             INDIV
 EM0030  HISTORY     - 20120612 GOOD             INDIV
 EM0030  HISTORY     - 20120618 GOOD             INDIV
 EM0030  HISTORY     - 20140729 GOOD             GEOCAC
 EM0030
 EM0030                          STATION DESCRIPTION
 EM0030
 EM0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0030'IN LAWTON.
 EM0030'ABOUT 0.6 MILE WEST OF AND ALONG THE RAILROAD TRACKS FROM THE ST.
 EM0030'LOUIS - SAN FRANCISCO RAILWAY STATION IN LAWTON, THENCE 0.3 MILE SOUTH
 EM0030'ALONG 11TH. STREET, AT A BRIDGE, AND IN THE SOUTHEAST WING WALL OF THE
 EM0030'BRIDGE.
 EM0030
 EM0030                          STATION RECOVERY (2000)
 EM0030
 EM0030'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0030'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0030'PROGRAM BY THE CITY OF LAWTON, CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0030'NO OBSTRUCTIONS.
 EM0030
 EM0030                          STATION RECOVERY (2004)
 EM0030
 EM0030'RECOVERY NOTE BY CITY LAWTON OK LAND SURV 2004 (DP)
 EM0030'HARN (1993)ADJUSTED SPC DERIVED BY CITY OF LAWTON
 EM0030'460078.120  1846741.575 NAD-83 US SURVEY FEET
 EM0030'DIRECT TIES TO TWO(B)-BETHEL(B)-MTSCOTT(FIRST)-TAHOE(B)
 EM0030'
 EM0030
 EM0030                          STATION RECOVERY (2007)
 EM0030
 EM0030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DP)
 EM0030'RECOVERED IN GOOD CONDITION.
 EM0030
 EM0030                          STATION RECOVERY (2012)
 EM0030
 EM0030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DP)
 EM0030'RECOVERED IN GOOD CONDITION.
 EM0030
 EM0030                          STATION RECOVERY (2012)
 EM0030
 EM0030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 EM0030'RECOVERED IN GOOD CONDITION.
 EM0030
 EM0030                          STATION RECOVERY (2014)
 EM0030
 EM0030'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0030'RECOVERED IN GOOD CONDITION.  LOCATED ON TOP OF SOUTHWEST WINGWALL OF
 EM0030'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0527 ***********************************************************************
 GH0527  DESIGNATION -  A 13
 GH0527  PID         -  GH0527
 GH0527  STATE/COUNTY-  OK/GRANT
 GH0527  COUNTRY     -  US
 GH0527  USGS QUAD   -  MEDFORD (2018)
 GH0527
 GH0527                         *CURRENT SURVEY CONTROL
 GH0527  ______________________________________________________________________
 GH0527* NAD 83(1986) POSITION- 36 48 29.42   (N) 097 44 03.81   (W)   HD_HELD1
 GH0527* NAVD 88 ORTHO HEIGHT -   333.766 (meters)     1095.03  (feet) ADJUSTED
 GH0527  ______________________________________________________________________
 GH0527  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 GH0527  DYNAMIC HEIGHT  -        333.487 (meters)     1094.12  (feet) COMP
 GH0527  MODELED GRAVITY -    979,786.3   (mgal)                       NAVD 88
 GH0527
 GH0527  VERT ORDER      -  FIRST     CLASS II
 GH0527
 GH0527.The horizontal coordinates were determined by differentially corrected
 GH0527.hand held GPS observations or other comparable positioning techniques
 GH0527.and have an estimated accuracy of +/- 3 meters.
 GH0527
 GH0527.The orthometric height was determined by differential leveling and
 GH0527.adjusted by the NATIONAL GEODETIC SURVEY
 GH0527.in June 1991.
 GH0527
 GH0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0527.GEOID18 height accuracy estimate available here.
 GH0527
 GH0527.Click photographs - Photos may exist for this station.
 GH0527
 GH0527.The dynamic height is computed by dividing the NAVD 88
 GH0527.geopotential number by the normal gravity value computed on the
 GH0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0527.degrees latitude (g = 980.6199 gals.).
 GH0527
 GH0527.The modeled gravity was interpolated from observed gravity values.
 GH0527
 GH0527;                    North         East    Units  Estimated Accuracy
 GH0527;SPC OK N     -   200,661.7     623,701.7     MT  (+/- 3 meters HH1 GPS) 
 GH0527
 GH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1289374339(NAD 83)
 GH0527
 GH0527                          SUPERSEDED SURVEY CONTROL
 GH0527
 GH0527  NGVD 29 (??/??/92)  333.586  (m)         1094.44   (f) SUPERSEDED  1 2
 GH0527  NGVD 29 (04/22/92)  333.586  (m)         1094.44   (f) ADJUSTED    1 2
 GH0527
 GH0527.Superseded values are not recommended for survey control.
 GH0527
 GH0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0527.See file dsdata.pdf to determine how the superseded data were derived.
 GH0527
 GH0527_MARKER: DB = BENCH MARK DISK
 GH0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0527_STAMPING: A 13 1933
 GH0527_MARK LOGO: CGS
 GH0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0527+STABILITY: SURFACE MOTION
 GH0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0527+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2017
 GH0527
 GH0527  HISTORY     - Date     Condition        Report By
 GH0527  HISTORY     - 1933     MONUMENTED       CGS
 GH0527  HISTORY     - 1953     GOOD             CGS
 GH0527  HISTORY     - 1985     GOOD             NGS
 GH0527  HISTORY     - 1986     GOOD             NGS
 GH0527  HISTORY     - 20090528 GOOD             OKDOT
 GH0527  HISTORY     - 20170106 GOOD             WOOLPT
 GH0527
 GH0527                          STATION DESCRIPTION
 GH0527
 GH0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0527'AT MEDFORD.
 GH0527'AT MEDFORD, 25.3 FEET NORTH OF THE NORTH CURB OF A STREET,
 GH0527'16.4 FEET WEST OF THE WEST EDGE OF A SIDEWALK LEADING TO THE
 GH0527'SOUTH ENTRANCE OF THE COURTHOUSE, 4 FEET EAST OF A 16 INCH
 GH0527'ELM TREE, ON THE SOUTH SIDE OF THE COURTHOUSE LAWN, SET IN
 GH0527'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GH0527'GROUND.
 GH0527
 GH0527                          STATION RECOVERY (1985)
 GH0527
 GH0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0527'RECOVERED IN GOOD CONDITION.
 GH0527
 GH0527                          STATION RECOVERY (1986)
 GH0527
 GH0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GH0527'RECOVERED IN GOOD CONDITION.
 GH0527
 GH0527                          STATION RECOVERY (2009)
 GH0527
 GH0527'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0527'RECOVERED IN GOOD CONDITION.
 GH0527
 GH0527                          STATION RECOVERY (2017)
 GH0527
 GH0527'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (DJK)
 GH0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0295 ***********************************************************************
 GH0295  DESIGNATION -  A 130
 GH0295  PID         -  GH0295
 GH0295  STATE/COUNTY-  OK/KAY
 GH0295  COUNTRY     -  US
 GH0295  USGS QUAD   -  NEWKIRK (2018)
 GH0295
 GH0295                         *CURRENT SURVEY CONTROL
 GH0295  ______________________________________________________________________
 GH0295* NAD 83(1986) POSITION- 36 53 07.     (N) 097 03 06.     (W)   SCALED
 GH0295* NAVD 88 ORTHO HEIGHT -   353.375 (meters)     1159.36  (feet) ADJUSTED
 GH0295  ______________________________________________________________________
 GH0295  GEOID HEIGHT    -        -29.014 (meters)                     GEOID18
 GH0295  DYNAMIC HEIGHT  -        353.073 (meters)     1158.37  (feet) COMP
 GH0295  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 GH0295
 GH0295  VERT ORDER      -  SECOND    CLASS 0
 GH0295
 GH0295.The horizontal coordinates were scaled from a map and have
 GH0295.an estimated accuracy of +/- 6 seconds.
 GH0295
 GH0295.The orthometric height was determined by differential leveling and
 GH0295.adjusted by the NATIONAL GEODETIC SURVEY
 GH0295.in June 1991.
 GH0295
 GH0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0295.GEOID18 height accuracy estimate available here.
 GH0295
 GH0295.Click photographs - Photos may exist for this station.
 GH0295
 GH0295.The dynamic height is computed by dividing the NAVD 88
 GH0295.geopotential number by the normal gravity value computed on the
 GH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0295.degrees latitude (g = 980.6199 gals.).
 GH0295
 GH0295.The modeled gravity was interpolated from observed gravity values.
 GH0295
 GH0295;                    North         East    Units  Estimated Accuracy
 GH0295;SPC OK N     -   209,600.      684,540.      MT  (+/- 180 meters Scaled)
 GH0295
 GH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF736839(NAD 83)
 GH0295
 GH0295                          SUPERSEDED SURVEY CONTROL
 GH0295
 GH0295  NGVD 29 (??/??/92)  353.246  (m)         1158.94   (f) ADJ UNCH    2 0
 GH0295
 GH0295.Superseded values are not recommended for survey control.
 GH0295
 GH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0295.See file dsdata.pdf to determine how the superseded data were derived.
 GH0295
 GH0295_MARKER: DB = BENCH MARK DISK
 GH0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0295_SP_SET: BUILDING
 GH0295_STAMPING: A 130 1934
 GH0295_MARK LOGO: CGS
 GH0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0295
 GH0295  HISTORY     - Date     Condition        Report By
 GH0295  HISTORY     - 1934     MONUMENTED       CGS
 GH0295  HISTORY     - 1953     GOOD             CGS
 GH0295
 GH0295                          STATION DESCRIPTION
 GH0295
 GH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0295'AT NEWKIRK.
 GH0295'AT NEWKIRK, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0295'STATION, 3.8 FEET ABOVE  THE BRICK PLATFORM, 1.5 FEET NORTH
 GH0295'OF THE SOUTHEAST CORNER OF THE STATION, SET VERTICALLY IN THE
 GH0295'EAST WALL OF THE RAILROAD STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0374 ***********************************************************************
 GH0374  DESIGNATION -  A 131
 GH0374  PID         -  GH0374
 GH0374  STATE/COUNTY-  OK/GRANT
 GH0374  COUNTRY     -  US
 GH0374  USGS QUAD   -  MEDFORD (2018)
 GH0374
 GH0374                         *CURRENT SURVEY CONTROL
 GH0374  ______________________________________________________________________
 GH0374* NAD 83(1986) POSITION- 36 48 25.     (N) 097 42 46.     (W)   SCALED
 GH0374* NAVD 88 ORTHO HEIGHT -   333.193 (meters)     1093.15  (feet) ADJUSTED
 GH0374  ______________________________________________________________________
 GH0374  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 GH0374  DYNAMIC HEIGHT  -        332.914 (meters)     1092.24  (feet) COMP
 GH0374  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0374
 GH0374  VERT ORDER      -  FIRST     CLASS II
 GH0374
 GH0374.The horizontal coordinates were scaled from a map and have
 GH0374.an estimated accuracy of +/- 6 seconds.
 GH0374
 GH0374.The orthometric height was determined by differential leveling and
 GH0374.adjusted by the NATIONAL GEODETIC SURVEY
 GH0374.in June 1991.
 GH0374
 GH0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0374.GEOID18 height accuracy estimate available here.
 GH0374
 GH0374.Click photographs - Photos may exist for this station.
 GH0374
 GH0374.The dynamic height is computed by dividing the NAVD 88
 GH0374.geopotential number by the normal gravity value computed on the
 GH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0374.degrees latitude (g = 980.6199 gals.).
 GH0374
 GH0374.The modeled gravity was interpolated from observed gravity values.
 GH0374
 GH0374;                    North         East    Units  Estimated Accuracy
 GH0374;SPC OK N     -   200,530.      625,630.      MT  (+/- 180 meters Scaled)
 GH0374
 GH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF148742(NAD 83)
 GH0374
 GH0374                          SUPERSEDED SURVEY CONTROL
 GH0374
 GH0374  NGVD 29 (??/??/92)  333.057  (m)         1092.70   (f) ADJ UNCH    1 2
 GH0374
 GH0374.Superseded values are not recommended for survey control.
 GH0374
 GH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0374.See file dsdata.pdf to determine how the superseded data were derived.
 GH0374
 GH0374_MARKER: DB = BENCH MARK DISK
 GH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0374_STAMPING: A 131 1934
 GH0374_MARK LOGO: CGS
 GH0374_PROJECTION: FLUSH
 GH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0374+STABILITY: SURFACE MOTION
 GH0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0374+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0374
 GH0374  HISTORY     - Date     Condition        Report By
 GH0374  HISTORY     - 1934     MONUMENTED       CGS
 GH0374  HISTORY     - 1953     GOOD             CGS
 GH0374  HISTORY     - 1985     GOOD             NGS
 GH0374  HISTORY     - 20090528 GOOD             OKDOT
 GH0374
 GH0374                          STATION DESCRIPTION
 GH0374
 GH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0374'0.9 MI E FROM MEDFORD.
 GH0374'ABOUT 0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0374'RAILWAY FROM THE INTERSECTION OF THE CHICAGO, ROCK ISLAND AND
 GH0374'PACIFIC RAILWAY AT MEDFORD, GRANT COUNTY, ABOUT 0.4 MILE EAST
 GH0374'OF MILEPOST 103, AT A DIRT-ROAD CROSSING, 42 FEET EAST OF THE
 GH0374'CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF
 GH0374'THE TRACK, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 GH0374'A 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0374
 GH0374                          STATION RECOVERY (1985)
 GH0374
 GH0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0374'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.8 KM (1.1
 GH0374'MI) EAST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US HIGHWAY 81 IN
 GH0374'MEDFORD, THENCE 0.40 KM (0.25 MI) SOUTH ALONG A DIRT ROAD, AT THE
 GH0374'CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 12.8 METERS
 GH0374'(42 FT) EAST OF THE CENTER OF THE ROAD, 10.1 METERS (33 FT) SOUTH OF
 GH0374'THE SOUTH RAIL AND 1.8 METERS (6 FT) NORTH OF A POWER POLE.
 GH0374'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0374'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 GH0374
 GH0374                          STATION RECOVERY (2009)
 GH0374
 GH0374'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0197 ***********************************************************************
 GH0197  DESIGNATION -  A 132
 GH0197  PID         -  GH0197
 GH0197  STATE/COUNTY-  OK/KAY
 GH0197  COUNTRY     -  US
 GH0197  USGS QUAD   -  HARDY (2018)
 GH0197
 GH0197                         *CURRENT SURVEY CONTROL
 GH0197  ______________________________________________________________________
 GH0197* NAD 83(1986) POSITION- 36 59 53.     (N) 096 48 58.     (W)   SCALED
 GH0197* NAVD 88 ORTHO HEIGHT -   360.113 (meters)     1181.47  (feet) ADJUSTED
 GH0197  ______________________________________________________________________
 GH0197  GEOID HEIGHT    -        -29.160 (meters)                     GEOID18
 GH0197  DYNAMIC HEIGHT  -        359.808 (meters)     1180.47  (feet) COMP
 GH0197  MODELED GRAVITY -    979,775.5   (mgal)                       NAVD 88
 GH0197
 GH0197  VERT ORDER      -  SECOND    CLASS 0
 GH0197
 GH0197.The horizontal coordinates were scaled from a map and have
 GH0197.an estimated accuracy of +/- 6 seconds.
 GH0197
 GH0197.The orthometric height was determined by differential leveling and
 GH0197.adjusted by the NATIONAL GEODETIC SURVEY
 GH0197.in June 1991.
 GH0197
 GH0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0197.GEOID18 height accuracy estimate available here.
 GH0197
 GH0197.Click photographs - Photos may exist for this station.
 GH0197
 GH0197.The dynamic height is computed by dividing the NAVD 88
 GH0197.geopotential number by the normal gravity value computed on the
 GH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0197.degrees latitude (g = 980.6199 gals.).
 GH0197
 GH0197.The modeled gravity was interpolated from observed gravity values.
 GH0197
 GH0197;                    North         East    Units  Estimated Accuracy
 GH0197;SPC OK N     -   222,350.      705,390.      MT  (+/- 180 meters Scaled)
 GH0197
 GH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF943968(NAD 83)
 GH0197
 GH0197                          SUPERSEDED SURVEY CONTROL
 GH0197
 GH0197  NGVD 29 (??/??/92)  359.982  (m)         1181.04   (f) ADJ UNCH    2 0
 GH0197
 GH0197.Superseded values are not recommended for survey control.
 GH0197
 GH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0197.See file dsdata.pdf to determine how the superseded data were derived.
 GH0197
 GH0197_MARKER: DB = BENCH MARK DISK
 GH0197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0197_SP_SET: CULVERT HEADWALL
 GH0197_STAMPING: A 132 1934
 GH0197_MARK LOGO: CGS
 GH0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0197+STABILITY: SURFACE MOTION
 GH0197
 GH0197  HISTORY     - Date     Condition        Report By
 GH0197  HISTORY     - 1934     MONUMENTED       CGS
 GH0197
 GH0197                          STATION DESCRIPTION
 GH0197
 GH0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0197'2.2 MI NW FROM HARDY.
 GH0197'2.2 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0197'THE STATION AT HARDY, KAY COUNTY, 0.5 MILE NORTH OF MILEPOST
 GH0197'246, 465 FEET SOUTH OF THE OKLAHOMA-KANSAS STATE LINE, 430 FEET
 GH0197'SOUTH OF THE CENTER OF A DIRT-ROAD CROSSING, AT A CONCRETE
 GH0197'CULVERT, IN THE TOP OF THE SOUTH END OF THE RETAINING WALL,
 GH0197'24.5 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 10 FEET
 GH0197'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 132 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0058 ***********************************************************************
 GH0058  DESIGNATION -  A 133
 GH0058  PID         -  GH0058
 GH0058  STATE/COUNTY-  OK/OSAGE
 GH0058  COUNTRY     -  US
 GH0058  USGS QUAD   -  PAWHUSKA (2018)
 GH0058
 GH0058                         *CURRENT SURVEY CONTROL
 GH0058  ______________________________________________________________________
 GH0058* NAD 83(1986) POSITION- 36 39 53.     (N) 096 20 27.     (W)   SCALED
 GH0058* NAVD 88 ORTHO HEIGHT -   267.992 (meters)      879.24  (feet) ADJUSTED
 GH0058  ______________________________________________________________________
 GH0058  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 GH0058  DYNAMIC HEIGHT  -        267.773 (meters)      878.52  (feet) COMP
 GH0058  MODELED GRAVITY -    979,808.2   (mgal)                       NAVD 88
 GH0058
 GH0058  VERT ORDER      -  SECOND    CLASS 0
 GH0058
 GH0058.The horizontal coordinates were scaled from a map and have
 GH0058.an estimated accuracy of +/- 6 seconds.
 GH0058
 GH0058.The orthometric height was determined by differential leveling and
 GH0058.adjusted by the NATIONAL GEODETIC SURVEY
 GH0058.in June 1991.
 GH0058
 GH0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0058.GEOID18 height accuracy estimate available here.
 GH0058
 GH0058.Click photographs - Photos may exist for this station.
 GH0058
 GH0058.The dynamic height is computed by dividing the NAVD 88
 GH0058.geopotential number by the normal gravity value computed on the
 GH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0058.degrees latitude (g = 980.6199 gals.).
 GH0058
 GH0058.The modeled gravity was interpolated from observed gravity values.
 GH0058
 GH0058;                    North         East    Units  Estimated Accuracy
 GH0058;SPC OK N     -   185,980.      748,320.      MT  (+/- 180 meters Scaled)
 GH0058
 GH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF376609(NAD 83)
 GH0058
 GH0058                          SUPERSEDED SURVEY CONTROL
 GH0058
 GH0058  NGVD 29 (??/??/92)  267.879  (m)          878.87   (f) ADJ UNCH    2 0
 GH0058
 GH0058.Superseded values are not recommended for survey control.
 GH0058
 GH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0058.See file dsdata.pdf to determine how the superseded data were derived.
 GH0058
 GH0058_MARKER: DB = BENCH MARK DISK
 GH0058_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GH0058_SP_SET: BALUSTRADE
 GH0058_STAMPING: 878.866 A 133 1934
 GH0058_MARK LOGO: CGS
 GH0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0058
 GH0058  HISTORY     - Date     Condition        Report By
 GH0058  HISTORY     - 1934     MONUMENTED       CGS
 GH0058  HISTORY     - 1941     GOOD
 GH0058
 GH0058                          STATION DESCRIPTION
 GH0058
 GH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0058'AT PAWHUSKA, OSAGE COUNTY, AT THE COUNTY COURTHOUSE, 5.1 FEET
 GH0058'EAST OF THE CENTER OF THE NORTH ENTRANCE, 1.5 FEET NORTH OF THE
 GH0058'NORTH WALL, AND IN THE CENTER OF THE TOP OF THE EAST BALUSTRADE.
 GH0058'A STANDARD DISK, STAMPED 878.866 A 133 1934.
 GH0058
 GH0058                          STATION RECOVERY (1941)
 GH0058
 GH0058'RECOVERED 1941
 GH0058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0049 ***********************************************************************
 GH0049  DESIGNATION -  A 135
 GH0049  PID         -  GH0049
 GH0049  STATE/COUNTY-  OK/OSAGE
 GH0049  COUNTRY     -  US
 GH0049  USGS QUAD   -  WOOLAROC (2018)
 GH0049
 GH0049                         *CURRENT SURVEY CONTROL
 GH0049  ______________________________________________________________________
 GH0049* NAD 83(1986) POSITION- 36 44 02.     (N) 096 00 22.     (W)   SCALED
 GH0049* NAVD 88 ORTHO HEIGHT -   211.635 (meters)      694.34  (feet) ADJUSTED
 GH0049  ______________________________________________________________________
 GH0049  GEOID HEIGHT    -        -29.073 (meters)                     GEOID18
 GH0049  DYNAMIC HEIGHT  -        211.462 (meters)      693.77  (feet) COMP
 GH0049  MODELED GRAVITY -    979,808.9   (mgal)                       NAVD 88
 GH0049
 GH0049  VERT ORDER      -  SECOND    CLASS 0
 GH0049
 GH0049.The horizontal coordinates were scaled from a map and have
 GH0049.an estimated accuracy of +/- 6 seconds.
 GH0049
 GH0049.The orthometric height was determined by differential leveling and
 GH0049.adjusted by the NATIONAL GEODETIC SURVEY
 GH0049.in June 1991.
 GH0049
 GH0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0049.GEOID18 height accuracy estimate available here.
 GH0049
 GH0049.Click photographs - Photos may exist for this station.
 GH0049
 GH0049.The dynamic height is computed by dividing the NAVD 88
 GH0049.geopotential number by the normal gravity value computed on the
 GH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0049.degrees latitude (g = 980.6199 gals.).
 GH0049
 GH0049.The modeled gravity was interpolated from observed gravity values.
 GH0049
 GH0049;                    North         East    Units  Estimated Accuracy
 GH0049;SPC OK N     -   194,210.      778,080.      MT  (+/- 180 meters Scaled)
 GH0049
 GH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF673695(NAD 83)
 GH0049
 GH0049                          SUPERSEDED SURVEY CONTROL
 GH0049
 GH0049  NGVD 29 (??/??/92)  211.518  (m)          693.96   (f) ADJ UNCH    2 0
 GH0049
 GH0049.Superseded values are not recommended for survey control.
 GH0049
 GH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0049.See file dsdata.pdf to determine how the superseded data were derived.
 GH0049
 GH0049_MARKER: DB = BENCH MARK DISK
 GH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0049_STAMPING: A 135 1934
 GH0049_MARK LOGO: CGS
 GH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0049+STABILITY: SURFACE MOTION
 GH0049
 GH0049  HISTORY     - Date     Condition        Report By
 GH0049  HISTORY     - 1934     MONUMENTED       CGS
 GH0049
 GH0049                          STATION DESCRIPTION
 GH0049
 GH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0049'2 MI SW FROM BARTLESVILLE.
 GH0049'IN OSAGE COUNTY, 2.0 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 GH0049'RAILROAD FROM THE STATION AT BARTLESVILLE, WASHINGTON COUNTY,
 GH0049'1500 FEET NORTHEAST OF MILEPOST 200, 500 FEET NORTHEAST OF A
 GH0049'DIRT ROAD CROSSING, 120 FEET SOUTHWEST OF A CULVERT, 44.5 FEET
 GH0049'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 15 FEET NORTH OF
 GH0049'POLE 1115.  A STANDARD DISK, STAMPED A 135 1934 AND SET IN THE
 GH0049'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0034 ***********************************************************************
 GH0034  DESIGNATION -  A 136
 GH0034  PID         -  GH0034
 GH0034  STATE/COUNTY-  OK/OSAGE
 GH0034  COUNTRY     -  US
 GH0034  USGS QUAD   -  WYNONA (2018)
 GH0034
 GH0034                         *CURRENT SURVEY CONTROL
 GH0034  ______________________________________________________________________
 GH0034* NAD 83(1986) POSITION- 36 36 36.     (N) 096 16 01.     (W)   SCALED
 GH0034* NAVD 88 ORTHO HEIGHT -   255.921 (meters)      839.63  (feet) ADJUSTED
 GH0034  ______________________________________________________________________
 GH0034  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 GH0034  DYNAMIC HEIGHT  -        255.712 (meters)      838.95  (feet) COMP
 GH0034  MODELED GRAVITY -    979,808.6   (mgal)                       NAVD 88
 GH0034
 GH0034  VERT ORDER      -  SECOND    CLASS 0
 GH0034
 GH0034.The horizontal coordinates were scaled from a map and have
 GH0034.an estimated accuracy of +/- 6 seconds.
 GH0034
 GH0034.The orthometric height was determined by differential leveling and
 GH0034.adjusted by the NATIONAL GEODETIC SURVEY
 GH0034.in June 1991.
 GH0034
 GH0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0034.GEOID18 height accuracy estimate available here.
 GH0034
 GH0034.Click photographs - Photos may exist for this station.
 GH0034
 GH0034.The dynamic height is computed by dividing the NAVD 88
 GH0034.geopotential number by the normal gravity value computed on the
 GH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0034.degrees latitude (g = 980.6199 gals.).
 GH0034
 GH0034.The modeled gravity was interpolated from observed gravity values.
 GH0034
 GH0034;                    North         East    Units  Estimated Accuracy
 GH0034;SPC OK N     -   180,020.      755,030.      MT  (+/- 180 meters Scaled)
 GH0034
 GH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF444550(NAD 83)
 GH0034
 GH0034                          SUPERSEDED SURVEY CONTROL
 GH0034
 GH0034  NGVD 29 (??/??/92)  255.809  (m)          839.27   (f) ADJ UNCH    2 0
 GH0034
 GH0034.Superseded values are not recommended for survey control.
 GH0034
 GH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0034.See file dsdata.pdf to determine how the superseded data were derived.
 GH0034
 GH0034_MARKER: DB = BENCH MARK DISK
 GH0034_SETTING: 66 = SET IN ROCK OUTCROP
 GH0034_STAMPING: A 136 1934
 GH0034_MARK LOGO: CGS
 GH0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0034+STABILITY: POSITION/ELEVATION WELL
 GH0034
 GH0034  HISTORY     - Date     Condition        Report By
 GH0034  HISTORY     - 1934     MONUMENTED       CGS
 GH0034
 GH0034                          STATION DESCRIPTION
 GH0034
 GH0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0034'1.7 MI N FROM PERSHING.
 GH0034'1.7 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0034'THE STATION AT PERSHING, OSAGE COUNTY, 2000 FEET SOUTHWEST OF
 GH0034'MILEPOST 219, IN THE TOP OF THE SANDSTONE WALL IN THE CENTER
 GH0034'OF THE SECOND CUT THROUGH SANDSTONE NORTHEAST OF MILEPOST
 GH0034'220, 12.4 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 GH0034'3.5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 136
 GH0034'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0119 ***********************************************************************
 GH0119  DESIGNATION -  A 137
 GH0119  PID         -  GH0119
 GH0119  STATE/COUNTY-  OK/TULSA
 GH0119  COUNTRY     -  US
 GH0119  USGS QUAD   -  SPERRY (2019)
 GH0119
 GH0119                         *CURRENT SURVEY CONTROL
 GH0119  ______________________________________________________________________
 GH0119* NAD 83(1986) POSITION- 36 18 53.20   (N) 095 59 57.99   (W)   HD_HELD1
 GH0119* NAVD 88 ORTHO HEIGHT -   188.619 (meters)      618.83  (feet) ADJUSTED
 GH0119  ______________________________________________________________________
 GH0119  GEOID HEIGHT    -        -28.860 (meters)                     GEOID18
 GH0119  DYNAMIC HEIGHT  -        188.458 (meters)      618.30  (feet) COMP
 GH0119  MODELED GRAVITY -    979,772.6   (mgal)                       NAVD 88
 GH0119
 GH0119  VERT ORDER      -  SECOND    CLASS 0
 GH0119
 GH0119.The horizontal coordinates were determined by differentially corrected
 GH0119.hand held GPS observations or other comparable positioning techniques
 GH0119.and have an estimated accuracy of +/- 3 meters.
 GH0119
 GH0119.The orthometric height was determined by differential leveling and
 GH0119.adjusted by the NATIONAL GEODETIC SURVEY
 GH0119.in June 1991.
 GH0119
 GH0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0119.GEOID18 height accuracy estimate available here.
 GH0119
 GH0119.Click photographs - Photos may exist for this station.
 GH0119
 GH0119.The dynamic height is computed by dividing the NAVD 88
 GH0119.geopotential number by the normal gravity value computed on the
 GH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0119.degrees latitude (g = 980.6199 gals.).
 GH0119
 GH0119.The modeled gravity was interpolated from observed gravity values.
 GH0119
 GH0119;                    North         East    Units  Estimated Accuracy
 GH0119;SPC OK N     -   147,729.9     779,636.2     MT  (+/- 3 meters HH1 GPS) 
 GH0119
 GH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3070823039(NAD 83)
 GH0119
 GH0119                          SUPERSEDED SURVEY CONTROL
 GH0119
 GH0119  NGVD 29 (??/??/92)  188.504  (m)          618.45   (f) ADJ UNCH    2 0
 GH0119
 GH0119.Superseded values are not recommended for survey control.
 GH0119
 GH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0119.See file dsdata.pdf to determine how the superseded data were derived.
 GH0119
 GH0119_MARKER: DB = BENCH MARK DISK
 GH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0119_STAMPING: A 137 1934
 GH0119_MARK LOGO: CGS
 GH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0119+STABILITY: SURFACE MOTION
 GH0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0119+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 GH0119
 GH0119  HISTORY     - Date     Condition        Report By
 GH0119  HISTORY     - 1934     MONUMENTED       CGS
 GH0119  HISTORY     - 1954     GOOD             USGS
 GH0119  HISTORY     - 20100617 GOOD             AIRDAT
 GH0119
 GH0119                          STATION DESCRIPTION
 GH0119
 GH0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0119'1.2 MI N FROM SPERRY.
 GH0119'1.2 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0119'STATION AT SPERRY, TULSA COUNTY, 480 FEET SOUTH OF MILEPOST
 GH0119'163, 125 FEET NORTH OF THE NORTH END OF WOODEN TRESTLE NO.
 GH0119'162.9, 53 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 3.8
 GH0119'FEET SOUTHEAST OF THE INTERSECTION OF A SIDE FENCE AND THE
 GH0119'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 137 1934 AND
 GH0119'SET IN THE TOP OF A CONCRETE POST.
 GH0119
 GH0119                          STATION RECOVERY (1954)
 GH0119
 GH0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GH0119'RECOVERED IN GOOD CONDITION.
 GH0119
 GH0119                          STATION RECOVERY (2010)
 GH0119
 GH0119'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 GH0119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0010 ***********************************************************************
 FJ0010  DESIGNATION -  A 138
 FJ0010  PID         -  FJ0010
 FJ0010  STATE/COUNTY-  OK/CREEK
 FJ0010  COUNTRY     -  US
 FJ0010  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0010
 FJ0010                         *CURRENT SURVEY CONTROL
 FJ0010  ______________________________________________________________________
 FJ0010* NAD 83(1986) POSITION- 35 59 53.     (N) 096 07 25.     (W)   SCALED
 FJ0010* NAVD 88 ORTHO HEIGHT -   213.373 (meters)      700.04  (feet) ADJUSTED
 FJ0010  ______________________________________________________________________
 FJ0010  GEOID HEIGHT    -        -28.696 (meters)                     GEOID18
 FJ0010  DYNAMIC HEIGHT  -        213.185 (meters)      699.42  (feet) COMP
 FJ0010  MODELED GRAVITY -    979,747.3   (mgal)                       NAVD 88
 FJ0010
 FJ0010  VERT ORDER      -  SECOND    CLASS 0
 FJ0010
 FJ0010.The horizontal coordinates were scaled from a map and have
 FJ0010.an estimated accuracy of +/- 6 seconds.
 FJ0010
 FJ0010.The orthometric height was determined by differential leveling and
 FJ0010.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0010.in June 1991.
 FJ0010
 FJ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0010.GEOID18 height accuracy estimate available here.
 FJ0010
 FJ0010.Click photographs - Photos may exist for this station.
 FJ0010
 FJ0010.The dynamic height is computed by dividing the NAVD 88
 FJ0010.geopotential number by the normal gravity value computed on the
 FJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0010.degrees latitude (g = 980.6199 gals.).
 FJ0010
 FJ0010.The modeled gravity was interpolated from observed gravity values.
 FJ0010
 FJ0010;                    North         East    Units  Estimated Accuracy
 FJ0010;SPC OK N     -   112,370.      769,170.      MT  (+/- 180 meters Scaled)
 FJ0010
 FJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE592875(NAD 83)
 FJ0010
 FJ0010                          SUPERSEDED SURVEY CONTROL
 FJ0010
 FJ0010  NGVD 29 (??/??/92)  213.263  (m)          699.68   (f) ADJ UNCH    2 0
 FJ0010
 FJ0010.Superseded values are not recommended for survey control.
 FJ0010
 FJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0010.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0010
 FJ0010_MARKER: DB = BENCH MARK DISK
 FJ0010_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0010_STAMPING: A 138 1934
 FJ0010_MARK LOGO: CGS
 FJ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0010
 FJ0010  HISTORY     - Date     Condition        Report By
 FJ0010  HISTORY     - 1934     MONUMENTED       CGS
 FJ0010
 FJ0010                          STATION DESCRIPTION
 FJ0010
 FJ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0010'1.1 MI SW FROM SAPULPA.
 FJ0010'1.1 MILE SOUTHWEST OF, ALONG SLSFRY, ABOUT .25 MILE SOUTHWEST OF
 FJ0010'M.P. 438, 200 FEET SOUTHWEST OF CENTERLINE OF DIRT ROAD CROSSING,
 FJ0010'30.4 FEET SOUTHEAST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS
 FJ0010'AND SAN FRANCISCO RY., 17.6 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 FJ0010'SEMAPHORE 4384, 3.6 FEET NORTHWEST OF M.P. 438-10.  TABLET SET
 FJ0010'IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0672 ***********************************************************************
 GK0672  DESIGNATION -  A 14
 GK0672  PID         -  GK0672
 GK0672  STATE/COUNTY-  OK/TEXAS
 GK0672  COUNTRY     -  US
 GK0672  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0672
 GK0672                         *CURRENT SURVEY CONTROL
 GK0672  ______________________________________________________________________
 GK0672* NAD 83(1986) POSITION- 36 30 26.     (N) 101 47 14.     (W)   SCALED
 GK0672* NAVD 88 ORTHO HEIGHT -  1063.871 (meters)     3490.38  (feet) ADJUSTED
 GK0672  ______________________________________________________________________
 GK0672  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 GK0672  DYNAMIC HEIGHT  -       1062.726 (meters)     3486.63  (feet) COMP
 GK0672  MODELED GRAVITY -    979,519.9   (mgal)                       NAVD 88
 GK0672
 GK0672  VERT ORDER      -  FIRST     CLASS II
 GK0672
 GK0672.The horizontal coordinates were scaled from a map and have
 GK0672.an estimated accuracy of +/- 6 seconds.
 GK0672
 GK0672.The orthometric height was determined by differential leveling and
 GK0672.adjusted by the NATIONAL GEODETIC SURVEY
 GK0672.in June 1991.
 GK0672
 GK0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0672.GEOID18 height accuracy estimate available here.
 GK0672
 GK0672.Click photographs - Photos may exist for this station.
 GK0672
 GK0672.The dynamic height is computed by dividing the NAVD 88
 GK0672.geopotential number by the normal gravity value computed on the
 GK0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0672.degrees latitude (g = 980.6199 gals.).
 GK0672
 GK0672.The modeled gravity was interpolated from observed gravity values.
 GK0672
 GK0672;                    North         East    Units  Estimated Accuracy
 GK0672;SPC OK N     -   173,850.      260,830.      MT  (+/- 180 meters Scaled)
 GK0672
 GK0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF503438(NAD 83)
 GK0672
 GK0672                          SUPERSEDED SURVEY CONTROL
 GK0672
 GK0672  NGVD 29 (??/??/92) 1063.384  (m)         3488.79   (f) ADJ UNCH    1 2
 GK0672
 GK0672.Superseded values are not recommended for survey control.
 GK0672
 GK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0672.See file dsdata.pdf to determine how the superseded data were derived.
 GK0672
 GK0672_MARKER: DB = BENCH MARK DISK
 GK0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0672_SP_SET: BUILDING
 GK0672_STAMPING: A 14 1933
 GK0672_MARK LOGO: CGS
 GK0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0672
 GK0672  HISTORY     - Date     Condition        Report By
 GK0672  HISTORY     - 1933     MONUMENTED       CGS
 GK0672  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0672
 GK0672                          STATION DESCRIPTION
 GK0672
 GK0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0672'IN TEXHOMA.
 GK0672'AT THE TEXHOMA HIGH SCHOOL, 4TH.  AND ELM STREES.  SET VERTICALLY, 4
 GK0672'FEET HIGH IN WALL ON THE EAST DIDE OF THE EAST ENTRANCE ON SIDE OF THE
 GK0672'BUILDING.
 GK0672
 GK0672                          STATION RECOVERY (1973)
 GK0672
 GK0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0672'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0285 ***********************************************************************
 FH0285  DESIGNATION -  A 140
 FH0285  PID         -  FH0285
 FH0285  STATE/COUNTY-  OK/LE FLORE
 FH0285  COUNTRY     -  US
 FH0285  USGS QUAD   -  BOKOSHE (2018)
 FH0285
 FH0285                         *CURRENT SURVEY CONTROL
 FH0285  ______________________________________________________________________
 FH0285* NAD 83(1986) POSITION- 35 12 17.     (N) 094 47 44.     (W)   SCALED
 FH0285* NAVD 88 ORTHO HEIGHT -   169.756 (meters)      556.94  (feet) ADJUSTED
 FH0285  ______________________________________________________________________
 FH0285  GEOID HEIGHT    -        -30.939 (meters)                     GEOID18
 FH0285  DYNAMIC HEIGHT  -        169.590 (meters)      556.40  (feet) COMP
 FH0285  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 FH0285
 FH0285  VERT ORDER      -  SECOND    CLASS 0
 FH0285
 FH0285.The horizontal coordinates were scaled from a map and have
 FH0285.an estimated accuracy of +/- 6 seconds.
 FH0285
 FH0285.The orthometric height was determined by differential leveling and
 FH0285.adjusted by the NATIONAL GEODETIC SURVEY
 FH0285.in June 1991.
 FH0285
 FH0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0285.GEOID18 height accuracy estimate available here.
 FH0285
 FH0285.Click photographs - Photos may exist for this station.
 FH0285
 FH0285.The dynamic height is computed by dividing the NAVD 88
 FH0285.geopotential number by the normal gravity value computed on the
 FH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0285.degrees latitude (g = 980.6199 gals.).
 FH0285
 FH0285.The modeled gravity was interpolated from observed gravity values.
 FH0285
 FH0285;                    North         East    Units  Estimated Accuracy
 FH0285;SPC OK S     -   212,220.      891,750.      MT  (+/- 180 meters Scaled)
 FH0285
 FH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU365972(NAD 83)
 FH0285
 FH0285                          SUPERSEDED SURVEY CONTROL
 FH0285
 FH0285  NGVD 29 (??/??/92)  169.646  (m)          556.58   (f) ADJ UNCH    2 0
 FH0285
 FH0285.Superseded values are not recommended for survey control.
 FH0285
 FH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0285.See file dsdata.pdf to determine how the superseded data were derived.
 FH0285
 FH0285_MARKER: DB = BENCH MARK DISK
 FH0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0285_STAMPING: A 140 1934
 FH0285_MARK LOGO: CGS
 FH0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0285+STABILITY: SURFACE MOTION
 FH0285
 FH0285  HISTORY     - Date     Condition        Report By
 FH0285  HISTORY     - 1934     MONUMENTED       CGS
 FH0285  HISTORY     - 1959     GOOD             CGS
 FH0285
 FH0285                          STATION DESCRIPTION
 FH0285
 FH0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0285'1.8 MI NW FROM BOKOSHE.
 FH0285'1.8 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0285'STATION AT BOKOSHE, LE FLORE COUNTY, 50 FEET WEST OF MILEPOST
 FH0285'31, ABOUT 700 FEET EAST OF WOODEN TRESTLE 31.2, 12 FEET NORTH
 FH0285'OF TELEPHONE POLE 8610, ABOUT 165 FEET EAST OF THE CENTER OF
 FH0285'THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, AND 48 FEET NORTH
 FH0285'OF THE CENTERLINE OF THE TRACK.  NOTE-- MARK RECOVERED 12 FEET
 FH0285'NORTH OF THE 2ND POLE EAST OF A ROAD CROSSING.  THE POLE IS ALSO
 FH0285'THE 2ND POLE WEST OF MILEPOST 31.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0422 ***********************************************************************
 FJ0422  DESIGNATION -  A 141
 FJ0422  PID         -  FJ0422
 FJ0422  STATE/COUNTY-  OK/GRADY
 FJ0422  COUNTRY     -  US
 FJ0422  USGS QUAD   -  CHICKASHA (2018)
 FJ0422
 FJ0422                         *CURRENT SURVEY CONTROL
 FJ0422  ______________________________________________________________________
 FJ0422* NAD 83(1986) POSITION- 35 03 13.4    (N) 097 56 06.4    (W)   HD_HELD2
 FJ0422* NAVD 88 ORTHO HEIGHT -   333.649 (meters)     1094.65  (feet) ADJUSTED
 FJ0422  ______________________________________________________________________
 FJ0422  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 FJ0422  DYNAMIC HEIGHT  -        333.320 (meters)     1093.57  (feet) COMP
 FJ0422  MODELED GRAVITY -    979,636.8   (mgal)                       NAVD 88
 FJ0422
 FJ0422  VERT ORDER      -  FIRST     CLASS II
 FJ0422
 FJ0422.The horizontal coordinates were established by autonomous hand held GPS
 FJ0422.observations and have an estimated accuracy of +/- 10 meters.
 FJ0422
 FJ0422.The orthometric height was determined by differential leveling and
 FJ0422.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0422.in June 1991.
 FJ0422
 FJ0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0422.GEOID18 height accuracy estimate available here.
 FJ0422
 FJ0422.Click photographs - Photos may exist for this station.
 FJ0422
 FJ0422.The dynamic height is computed by dividing the NAVD 88
 FJ0422.geopotential number by the normal gravity value computed on the
 FJ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0422.degrees latitude (g = 980.6199 gals.).
 FJ0422
 FJ0422.The modeled gravity was interpolated from observed gravity values.
 FJ0422
 FJ0422;                    North         East    Units  Estimated Accuracy
 FJ0422;SPC OK S     -   190,837.      605,920.      MT  (+/- 10 meters HH2 GPS)
 FJ0422
 FJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9711179519(NAD 83)
 FJ0422
 FJ0422                          SUPERSEDED SURVEY CONTROL
 FJ0422
 FJ0422  NGVD 29 (??/??/92)  333.545  (m)         1094.31   (f) ADJ UNCH    1 2
 FJ0422
 FJ0422.Superseded values are not recommended for survey control.
 FJ0422
 FJ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0422.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0422
 FJ0422_MARKER: DB = BENCH MARK DISK
 FJ0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0422_SP_SET: BUILDING
 FJ0422_STAMPING: A 141 1934
 FJ0422_MARK LOGO: CGS
 FJ0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0422+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 FJ0422
 FJ0422  HISTORY     - Date     Condition        Report By
 FJ0422  HISTORY     - 1934     MONUMENTED       CGS
 FJ0422  HISTORY     - 1953     GOOD             CGS
 FJ0422  HISTORY     - 1986     GOOD             NGS
 FJ0422  HISTORY     - 20040709 GOOD             USPSQD
 FJ0422  HISTORY     - 20051126 GOOD             USPSQD
 FJ0422
 FJ0422                          STATION DESCRIPTION
 FJ0422
 FJ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0422'AT CHICKASHA.
 FJ0422'AT CHICKASHA, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 FJ0422'PENN. AVENUE AND NORTH 3RD STREET, 4.4 FEET ABOVE THE GROUND,
 FJ0422'2.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE CHICKASHA COTTON
 FJ0422'OIL COMPANY BUILDING, SET VERTICALLY IN THE EAST BRICK WALL OF
 FJ0422'THE BUILDING.  THIS BUILDING WAS FORMERLY THE ATCHISON, TOPEKA
 FJ0422'AND SANTA FE RAILROAD STATION.
 FJ0422
 FJ0422                          STATION RECOVERY (1986)
 FJ0422
 FJ0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0422'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 FJ0422'CHICKASHA, AT THE INTERSECTION OF NORTH 3RD STREET AND WEST
 FJ0422'PENNSYLVANIA AVENUE, SET VERTICALLY IN THE EAST FOUNDATION WALL OF THE
 FJ0422'CHICKASHA DAILY PRESS BUILDING, 31.2 M (102.4 FT) EAST OF THE
 FJ0422'CENTERLINE OF THE STREET, 12.2 M (40.0 FT) NORTH OF THE CENTER OF THE
 FJ0422'AVENUE, 10.0 M (32.8 FT) SOUTH OF THE CENTER OF THE EAST ENTRANCE TO
 FJ0422'THE BUILDING, AND 0.7 M (2.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 FJ0422'BUILDING.
 FJ0422'THE MARK IS 1.3 M ABOVE THE GROUND.
 FJ0422
 FJ0422                          STATION RECOVERY (2004)
 FJ0422
 FJ0422'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FJ0422'RECOVERED AS DESCRIBED.
 FJ0422
 FJ0422                          STATION RECOVERY (2005)
 FJ0422
 FJ0422'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 FJ0422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0371 ***********************************************************************
 FJ0371  DESIGNATION -  A 142
 FJ0371  PID         -  FJ0371
 FJ0371  STATE/COUNTY-  OK/MCCLAIN
 FJ0371  COUNTRY     -  US
 FJ0371  USGS QUAD   -  PURCELL (2018)
 FJ0371
 FJ0371                         *CURRENT SURVEY CONTROL
 FJ0371  ______________________________________________________________________
 FJ0371* NAD 83(1986) POSITION- 35 00 37.     (N) 097 22 23.     (W)   SCALED
 FJ0371* NAVD 88 ORTHO HEIGHT -   317.416 (meters)     1041.39  (feet) ADJUSTED
 FJ0371  ______________________________________________________________________
 FJ0371  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 FJ0371  DYNAMIC HEIGHT  -        317.108 (meters)     1040.38  (feet) COMP
 FJ0371  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 FJ0371
 FJ0371  VERT ORDER      -  SECOND    CLASS 0
 FJ0371
 FJ0371.The horizontal coordinates were scaled from a map and have
 FJ0371.an estimated accuracy of +/- 6 seconds.
 FJ0371
 FJ0371.The orthometric height was determined by differential leveling and
 FJ0371.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0371.in June 1991.
 FJ0371
 FJ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0371.GEOID18 height accuracy estimate available here.
 FJ0371
 FJ0371.Click photographs - Photos may exist for this station.
 FJ0371
 FJ0371.The dynamic height is computed by dividing the NAVD 88
 FJ0371.geopotential number by the normal gravity value computed on the
 FJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0371.degrees latitude (g = 980.6199 gals.).
 FJ0371
 FJ0371.The modeled gravity was interpolated from observed gravity values.
 FJ0371
 FJ0371;                    North         East    Units  Estimated Accuracy
 FJ0371;SPC OK S     -   186,190.      657,220.      MT  (+/- 180 meters Scaled)
 FJ0371
 FJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD484753(NAD 83)
 FJ0371
 FJ0371                          SUPERSEDED SURVEY CONTROL
 FJ0371
 FJ0371  NGVD 29 (??/??/92)  317.315  (m)         1041.06   (f) ADJ UNCH    2 0
 FJ0371
 FJ0371.Superseded values are not recommended for survey control.
 FJ0371
 FJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0371.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0371
 FJ0371_MARKER: DB = BENCH MARK DISK
 FJ0371_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0371_STAMPING: A 142 1934
 FJ0371_MARK LOGO: CGS
 FJ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0371
 FJ0371  HISTORY     - Date     Condition        Report By
 FJ0371  HISTORY     - 1934     MONUMENTED       CGS
 FJ0371
 FJ0371                          STATION DESCRIPTION
 FJ0371
 FJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0371'1.9 MI W FROM PURCELL.
 FJ0371'1.9 MILE WEST OF, ALONG A.T. AND S.F.RY, FROM STATION ABOUT
 FJ0371'0.2 MILE NORTHWEST OF M.P. 89, 60.5 FEET SOUTH OF TELEPHONE
 FJ0371'POLE, 53.4 FEET SOUTHWEST OF CENTERLINE OF DIRT ROAD AT RAILWAY
 FJ0371'CROSSING, 51.5 FEET WEST OF CENTERLINE OF A.T. AND S.F.RY,
 FJ0371'23.5 FEET WEST OF CENTERLINE OF DIRT ROAD, 2 FEET EAST OF FENCE
 FJ0371'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0330 ***********************************************************************
 FJ0330  DESIGNATION -  A 143
 FJ0330  PID         -  FJ0330
 FJ0330  STATE/COUNTY-  OK/CLEVELAND
 FJ0330  COUNTRY     -  US
 FJ0330  USGS QUAD   -  NORMAN (2018)
 FJ0330
 FJ0330                         *CURRENT SURVEY CONTROL
 FJ0330  ______________________________________________________________________
 FJ0330* NAD 83(2011) POSITION- 35 09 38.81001(N) 097 24 29.01708(W)   NO CHECK
 FJ0330* NAD 83(2011) ELLIP HT-   324.243 (meters)        (06/27/12)   NO CHECK
 FJ0330* NAD 83(2011) EPOCH   -  2010.00
 FJ0330* NAVD 88 ORTHO HEIGHT -   350.645 (meters)     1150.41  (feet) ADJUSTED
 FJ0330  ______________________________________________________________________
 FJ0330  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 FJ0330  NAD 83(2011) X  -   -673,098.013 (meters)                     COMP
 FJ0330  NAD 83(2011) Y  - -5,176,865.526 (meters)                     COMP
 FJ0330  NAD 83(2011) Z  -  3,652,650.739 (meters)                     COMP
 FJ0330  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 FJ0330  DYNAMIC HEIGHT  -        350.305 (meters)     1149.29  (feet) COMP
 FJ0330  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 FJ0330
 FJ0330  VERT ORDER      -  SECOND    CLASS 0
 FJ0330
 FJ0330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0330  Standards:
 FJ0330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0330  -------------------------------------------------------------------
 FJ0330  NETWORK    2.70   4.94           1.13   1.08   2.52      0.06936606
 FJ0330  -------------------------------------------------------------------
 FJ0330  Click here for local accuracies and other accuracy information.
 FJ0330
 FJ0330.The horizontal coordinates were established by GPS observations
 FJ0330.and adjusted by the National Geodetic Survey in June 2012.
 FJ0330
 FJ0330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0330.been affixed to the stable North American tectonic plate. See 
 FJ0330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0330
 FJ0330.The horizontal coordinates are valid at the epoch date displayed above
 FJ0330.which is a decimal equivalence of Year/Month/Day.
 FJ0330
 FJ0330.No horizontal observational check was made to the station.
 FJ0330
 FJ0330.The orthometric height was determined by differential leveling and
 FJ0330.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0330.in August 1994.
 FJ0330
 FJ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0330.GEOID18 height accuracy estimate available here.
 FJ0330
 FJ0330.Click photographs - Photos may exist for this station.
 FJ0330
 FJ0330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0330
 FJ0330.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0330
 FJ0330.The ellipsoidal height was determined by GPS observations
 FJ0330.and is referenced to NAD 83.
 FJ0330
 FJ0330.The dynamic height is computed by dividing the NAVD 88
 FJ0330.geopotential number by the normal gravity value computed on the
 FJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0330.degrees latitude (g = 980.6199 gals.).
 FJ0330
 FJ0330.The modeled gravity was interpolated from observed gravity values.
 FJ0330
 FJ0330. The following values were computed from the NAD 83(2011) position.
 FJ0330
 FJ0330;                    North         East     Units Scale Factor Converg.
 FJ0330;SPC OK S     -   202,870.191   653,930.141   MT  0.99998647   +0 20 09.6
 FJ0330;SPC OK S     -   665,583.28  2,145,435.80   sFT  0.99998647   +0 20 09.6
 FJ0330;UTM  14      - 3,892,033.368   644,988.746   MT  0.99985908   +0 55 00.9
 FJ0330
 FJ0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0330!SPC OK S     -   0.99994911  x   0.99998647  =   0.99993558
 FJ0330!UTM  14      -   0.99994911  x   0.99985908  =   0.99980820
 FJ0330
 FJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4498892033(NAD 83)
 FJ0330
 FJ0330                          SUPERSEDED SURVEY CONTROL
 FJ0330
 FJ0330  NAD 83(2007)-  35 09 38.80999(N)    097 24 29.01766(W) AD(2002.00) 0
 FJ0330  ELLIP H (02/10/07)  324.260  (m)                       GP(2002.00)    
 FJ0330  ELLIP H (04/16/01)  324.282  (m)                       GP(       ) 4 2
 FJ0330  NAD 83(1993)-  35 09 38.80967(N)    097 24 29.01774(W) AD(       ) B
 FJ0330  ELLIP H (05/09/94)  324.323  (m)                       GP(       ) 4 2
 FJ0330  NAD 83(1986)-  35 09 38.81699(N)    097 24 29.00104(W) AD(       ) 2
 FJ0330  NAVD 88             350.64   (m)         1150.4    (f) LEVELING    3  
 FJ0330  NAVD 88             350.68   (m)         1150.5    (f) LEVELING    3  
 FJ0330  NAVD 88 (06/15/91)  350.678  (m)         1150.52   (f) SUPERSEDED  2 0
 FJ0330  NGVD 29 (??/??/92)  350.564  (m)         1150.14   (f) ADJ UNCH    2 0
 FJ0330  NGVD 29 (11/30/89)  351.     (m)  RAPSU86  model used  GPS OBS        
 FJ0330
 FJ0330.Superseded values are not recommended for survey control.
 FJ0330
 FJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0330.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0330
 FJ0330_MARKER: DB = BENCH MARK DISK
 FJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0330_STAMPING: A 143 1934
 FJ0330_MARK LOGO: CGS
 FJ0330_PROJECTION: PROJECTING 5 CENTIMETERS
 FJ0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0330+STABILITY: SURFACE MOTION
 FJ0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0330+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2014
 FJ0330
 FJ0330  HISTORY     - Date     Condition        Report By
 FJ0330  HISTORY     - 1934     MONUMENTED       CGS
 FJ0330  HISTORY     - 1965     GOOD             USGS
 FJ0330  HISTORY     - 19890301 GOOD             NGS
 FJ0330  HISTORY     - 19930412 GOOD             NGS
 FJ0330  HISTORY     - 20021025 GOOD             JCLS
 FJ0330  HISTORY     - 20140201 GOOD             GEOCAC
 FJ0330  HISTORY     - 20140718 GOOD             WOOLPT
 FJ0330
 FJ0330                          STATION DESCRIPTION
 FJ0330
 FJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0330'1.5 MI N FROM NOBLE.
 FJ0330'1.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0330'FROM THE STATION AT NOBEL, 0.6 MILE SOUTH OF MILEPOST 406, AT
 FJ0330'A FARM-ROAD CROSSING, 75.7 FEET NORTHWEST OF THE CENTER OF THE
 FJ0330'CROSSING, 42.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 48.3 FEET
 FJ0330'WEST OF THE CENTERLINE OF THE TRACK, 2.9 FEET NORTH OF AN
 FJ0330'EAST-AND-WEST FENCE, AND 1.8 FEET EAST OF A FENCE PARALLELING
 FJ0330'THE TRACK.  A STANDARD DISK STAMPED A 143 1934 AND SET IN THE TOP
 FJ0330'OF A CONCRETE POST.
 FJ0330
 FJ0330                          STATION RECOVERY (1965)
 FJ0330
 FJ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ0330'RECOVERED IN GOOD CONDITION.
 FJ0330
 FJ0330                          STATION RECOVERY (1989)
 FJ0330
 FJ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0330'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0330'FOLLOWS.
 FJ0330'THE STATION IS LOCATED 13.0 KM (8.10 MI) NORTHEAST OF WASHINGTON, 6.7
 FJ0330'KM (4.15 MI) SOUTHEAST OF NORMAN, AND 3.4 KM (2.10 MI) NORTHWEST OF
 FJ0330'NOBLE.  OWNERSHIP--CLEVELAND COUNTY.
 FJ0330'TO REACH THE STATION FROM THE POST OFFICE IN NOBLE, GO NORTHWESTERLY
 FJ0330'ON U.S. HIGHWAY 77 FOR 3.3 KM (2.05 MI) TO A PAVED CROSSROAD.  TURN
 FJ0330'LEFT AND GO WEST ON POST OAK ROAD FOR 0.4 KM (0.25 MI) TO THE STATION
 FJ0330'ON THE RIGHT, JUST AFTER CROSSING THE ATCHISON, TOPEKA AND SANTA FE
 FJ0330'RAILROAD.
 FJ0330'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 15 CM SQUARE
 FJ0330'CONCRETE POST THAT PROJECTS 7 CM ABOVE THE GROUND.  LOCATED 14.3 M
 FJ0330'(46.9 FT) WEST OF THE NEAR RAIL, 11.3 M (37.1 FT) NORTH OF THE CENTER
 FJ0330'OF THE ROAD, 3.1 M (10.2 FT) NORTHWEST OF A FENCE CORNER, 0.6 M
 FJ0330'(2.0 FT) EAST OF A FENCE, AND 0.6 M (2.0 FT) SOUTH OF A CARSONITE
 FJ0330'WITNESS POST.
 FJ0330'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0330
 FJ0330                          STATION RECOVERY (1993)
 FJ0330
 FJ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0330'STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH-SOUTHEAST OF NORMAN, 3.5
 FJ0330'KM (2.15 MI) NORTH-NORTHWEST OF NOBLE, IN THE NORTHWEST ANGLE OF THE
 FJ0330'JUNCTION OF A PAVED ROAD AND A RAILROAD TRACK, ON RAILROAD
 FJ0330'RIGHT-OF-WAY.  OWNERSHIP--SANTA FE RAILROAD.
 FJ0330'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF US HIGHWAY 77 AND STATE
 FJ0330'HIGHWAY 9 BETWEEN NORMAN AND NOBLE (6.6 KM EAST OF INTERSTATE HIGHWAY
 FJ0330'EXIT 108), GO SOUTHEASTERLY ON HIGHWAY 77 FOR 2.89 KM (1.80 MI) TO A
 FJ0330'PAVED CROSSROAD AT THE NOBLE CITY LIMITS.  TURN RIGHT, WEST, ON POST
 FJ0330'OAK ROAD FOR 0.38 KM (0.25 MI) TO A RAILROAD TRACK AND THE STATION ON
 FJ0330'THE RIGHT.
 FJ0330'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 FJ0330'PROJECTING 5 CM IN WEEDS.  IT IS JUST OUTSIDE THE GRADING LINE OF THE
 FJ0330'RAILROAD RIGHT-OF-WAY, 12.8 M (42.0 FT) NORTH OF, AND 1 M (3.3 FT)
 FJ0330'LOWER THAN THE ROAD CENTER, 13.8 M (45.3 FT) WEST-SOUTHWEST OF THE
 FJ0330'WEST RAIL OF TRACK, 3.1 M (10.2 FT) NORTH-NORTHWEST OF A FENCE CORNER
 FJ0330'POST, 1.0 M (3.3 FT) NORTH OF A VERTICAL RAIL PROJECTING 0.4 M, 0.6 M
 FJ0330'(2.0 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST, 0.8 M
 FJ0330'(2.6 FT) EAST-SOUTHEAST OF A PASTURE FENCE, AND 3.2 M (10.5 FT)
 FJ0330'SOUTH-SOUTHEAST OF A RAILROAD SIGNPOST.
 FJ0330
 FJ0330                          STATION RECOVERY (2002)
 FJ0330
 FJ0330'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ0330'RECOVERED IN GOOD CONDITION.
 FJ0330
 FJ0330                          STATION RECOVERY (2014)
 FJ0330
 FJ0330'RECOVERY NOTE BY GEOCACHING 2014 (DIV)
 FJ0330'RECOVERED IN GOOD CONDITION.
 FJ0330
 FJ0330                          STATION RECOVERY (2014)
 FJ0330
 FJ0330'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (ZJH)
 FJ0330'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0234 ***********************************************************************
 FJ0234  DESIGNATION -  A 146 RESET
 FJ0234  PID         -  FJ0234
 FJ0234  STATE/COUNTY-  OK/PAYNE
 FJ0234  COUNTRY     -  US
 FJ0234  USGS QUAD   -  TRYON NORTH (2018)
 FJ0234
 FJ0234                         *CURRENT SURVEY CONTROL
 FJ0234  ______________________________________________________________________
 FJ0234* NAD 83(1986) POSITION- 35 57 47.     (N) 096 57 07.     (W)   SCALED
 FJ0234* NAVD 88 ORTHO HEIGHT -   256.13  (meters)      840.3   (feet) RESET
 FJ0234  ______________________________________________________________________
 FJ0234  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 FJ0234  VERT ORDER      -  THIRD
 FJ0234
 FJ0234.The horizontal coordinates were scaled from a map and have
 FJ0234.an estimated accuracy of +/- 6 seconds.
 FJ0234
 FJ0234.The orthometric height was computed from unverified reset data.
 FJ0234
 FJ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0234.GEOID18 height accuracy estimate available here.
 FJ0234
 FJ0234.Click photographs - Photos may exist for this station.
 FJ0234
 FJ0234;                    North         East    Units  Estimated Accuracy
 FJ0234;SPC OK N     -   107,360.      694,530.      MT  (+/- 180 meters Scaled)
 FJ0234
 FJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE846817(NAD 83)
 FJ0234
 FJ0234                          SUPERSEDED SURVEY CONTROL
 FJ0234
 FJ0234.No superseded survey control is available for this station.
 FJ0234
 FJ0234_MARKER: DB = BENCH MARK DISK
 FJ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0234_STAMPING: A 146 RESET 1966
 FJ0234_MARK LOGO: CGS
 FJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0234+STABILITY: SURFACE MOTION
 FJ0234
 FJ0234  HISTORY     - Date     Condition        Report By
 FJ0234  HISTORY     - 1966     MONUMENTED       CGS
 FJ0234
 FJ0234                          STATION DESCRIPTION
 FJ0234
 FJ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FJ0234'4.6 MI E FROM PERKINS.
 FJ0234'TO REACH FROM THE CITY HALL IN PERKINS, GO SOUTH ON A SURFACED
 FJ0234'ROAD FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 FJ0234'GRAVELED ROAD FOR 4.6 MILES TO A WIRE GATE JUST AFTER CROSSING
 FJ0234'A STEEL BRIDGE.  TURN LEFT, PASS THROUGH THE WIRE GATE AND GO
 FJ0234'NORTH ALONG THE WEST SIDE OF A WIRE FENCE FOR 0.35 MILE TO A
 FJ0234'STEEL GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE STEEL
 FJ0234'GATE AND CONTINUE NORTH ALONG THE FENCE FOR 0.1 MILE TO THE
 FJ0234'MARK ON THE RIGHT.  IT IS 1 FOOT WEST OF A NORTH-SOUTH FENCE,
 FJ0234'1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 FJ0234'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0518 ***********************************************************************
 FJ0518  DESIGNATION -  A 147
 FJ0518  PID         -  FJ0518
 FJ0518  STATE/COUNTY-  OK/OKLAHOMA
 FJ0518  COUNTRY     -  US
 FJ0518  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0518
 FJ0518                         *CURRENT SURVEY CONTROL
 FJ0518  ______________________________________________________________________
 FJ0518* NAD 83(1986) POSITION- 35 27 51.     (N) 097 30 25.     (W)   SCALED
 FJ0518* NAVD 88 ORTHO HEIGHT -   364.464 (meters)     1195.75  (feet) ADJUSTED
 FJ0518  ______________________________________________________________________
 FJ0518  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 FJ0518  DYNAMIC HEIGHT  -        364.116 (meters)     1194.60  (feet) COMP
 FJ0518  MODELED GRAVITY -    979,667.9   (mgal)                       NAVD 88
 FJ0518
 FJ0518  VERT ORDER      -  SECOND    CLASS 0
 FJ0518
 FJ0518.The horizontal coordinates were scaled from a map and have
 FJ0518.an estimated accuracy of +/- 6 seconds.
 FJ0518
 FJ0518.The orthometric height was determined by differential leveling and
 FJ0518.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0518.in August 1994.
 FJ0518
 FJ0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0518.GEOID18 height accuracy estimate available here.
 FJ0518
 FJ0518.Click photographs - Photos may exist for this station.
 FJ0518
 FJ0518.The dynamic height is computed by dividing the NAVD 88
 FJ0518.geopotential number by the normal gravity value computed on the
 FJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0518.degrees latitude (g = 980.6199 gals.).
 FJ0518
 FJ0518.The modeled gravity was interpolated from observed gravity values.
 FJ0518
 FJ0518;                    North         East    Units  Estimated Accuracy
 FJ0518;SPC OK N     -    51,620.      644,760.      MT  (+/- 180 meters Scaled)
 FJ0518
 FJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE354255(NAD 83)
 FJ0518
 FJ0518                          SUPERSEDED SURVEY CONTROL
 FJ0518
 FJ0518  NAVD 88 (06/15/91)  364.539  (m)         1195.99   (f) SUPERSEDED  2 0
 FJ0518  NGVD 29 (??/??/92)  364.404  (m)         1195.55   (f) ADJ UNCH    2 0
 FJ0518
 FJ0518.Superseded values are not recommended for survey control.
 FJ0518
 FJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0518.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0518
 FJ0518_MARKER: DB = BENCH MARK DISK
 FJ0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0518_SP_SET: BUILDING
 FJ0518_STAMPING: A 147 1934
 FJ0518_MARK LOGO: CGS
 FJ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0518
 FJ0518  HISTORY     - Date     Condition        Report By
 FJ0518  HISTORY     - 1934     MONUMENTED       CGS
 FJ0518  HISTORY     - 20090318 MARK NOT FOUND   INDIV
 FJ0518
 FJ0518                          STATION DESCRIPTION
 FJ0518
 FJ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0518'IN OKLAHOMA CITY.
 FJ0518'IN THE CITY OF OKLAHOMA CITY, TABLET SET VERTICALLY ON SOUTHEAST
 FJ0518'CORNER OF MISSOURI, KANSAS AND TEXAS RY. STATION IN STONE WALL,
 FJ0518'33.4 FEET EAST OF NORTH ENTRANCE DOOR TO STATION, 28.2 FEET NORTH
 FJ0518'OF CENTERLINE OF NEAREST TRACK, 4.3 FEET ABOVE BRICK WALK, 1.9
 FJ0518'FEET WEST OF SOUTHEAST CORNER OF STATION.
 FJ0518
 FJ0518                          STATION RECOVERY (2009)
 FJ0518
 FJ0518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ0518'BUILDING DESCRIBED WAS DESTROYED DURING BRICKTOWN DEVELOPMENT.  BRYAN
 FJ0518'HULL, E.D. HILL SURVEYING AND ENGINEERING, OKC, OK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0519 ***********************************************************************
 FJ0519  DESIGNATION -  A 147 RESET
 FJ0519  PID         -  FJ0519
 FJ0519  STATE/COUNTY-  OK/OKLAHOMA
 FJ0519  COUNTRY     -  US
 FJ0519  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0519
 FJ0519                         *CURRENT SURVEY CONTROL
 FJ0519  ______________________________________________________________________
 FJ0519* NAD 83(1986) POSITION- 35 27 51.     (N) 097 30 25.     (W)   SCALED
 FJ0519* NAVD 88 ORTHO HEIGHT -   363.72  (+/-2cm)     1193.3   (feet) VERTCON3
 FJ0519  ______________________________________________________________________
 FJ0519  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 FJ0519  VERT ORDER      -  THIRD (See Below)
 FJ0519
 FJ0519.The horizontal coordinates were scaled from a map and have
 FJ0519.an estimated accuracy of +/- 6 seconds.
 FJ0519
 FJ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0519
 FJ0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0519.GEOID18 height accuracy estimate available here.
 FJ0519
 FJ0519.The vertical order pertains to the NGVD 29 superseded value.
 FJ0519
 FJ0519.Click photographs - Photos may exist for this station.
 FJ0519
 FJ0519;                    North         East    Units  Estimated Accuracy
 FJ0519;SPC OK N     -    51,620.      644,760.      MT  (+/- 180 meters Scaled)
 FJ0519
 FJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE354255(NAD 83)
 FJ0519
 FJ0519                          SUPERSEDED SURVEY CONTROL
 FJ0519
 FJ0519  NGVD 29 (??/??/??)  363.66   (m)         1193.1    (f) RESET       3  
 FJ0519
 FJ0519.Superseded values are not recommended for survey control.
 FJ0519
 FJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0519.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0519
 FJ0519_MARKER: DB = BENCH MARK DISK
 FJ0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0519_SP_SET: BUILDING
 FJ0519_STAMPING: A 147 RESET 1960
 FJ0519_MARK LOGO: CGS
 FJ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0519
 FJ0519  HISTORY     - Date     Condition        Report By
 FJ0519  HISTORY     - 1960     MONUMENTED       USGS
 FJ0519  HISTORY     - 20090318 MARK NOT FOUND   INDIV
 FJ0519
 FJ0519                          STATION DESCRIPTION
 FJ0519
 FJ0519'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FJ0519'AT OKLAHOMA CITY.
 FJ0519'THIS MARK IS LOCATED AT OKLAHOMA CITY, AT THE MISSOURI-KANSAS-TEXAS
 FJ0519'RAILROAD FREIGHT STATION, IN THE FACE OF THE WEST CONCRETE
 FJ0519'FOUNDATION WALL, 8.9 FEET SOUTH OF THE NORTHWEST CORNER, 98.7
 FJ0519'FEET NORTH OF THE CENTERLINE OF THE NEAREST TRACK, 44.4 FEET
 FJ0519'SOUTH OF THE CENTERLINE OF RENO AVENUE, 3 FEET HIGHER THAN THE
 FJ0519'CONCRETE CURB AT BOTTOM OF THE WALL AND SET VERTICALLY.
 FJ0519
 FJ0519                          STATION RECOVERY (2009)
 FJ0519
 FJ0519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ0519'BUILDING DESCRIBED WAS DESTROYED PRIOR TO BRICKTOWN DEVELOPMENT.
 FJ0519'BRYAN HULL, E.D. HILL SURVEYING AND ENGINEERING, OKC, OK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0152 ***********************************************************************
 FJ0152  DESIGNATION -  A 148
 FJ0152  PID         -  FJ0152
 FJ0152  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0152  COUNTRY     -  US
 FJ0152  USGS QUAD   -  SHAWNEE (2018)
 FJ0152
 FJ0152                         *CURRENT SURVEY CONTROL
 FJ0152  ______________________________________________________________________
 FJ0152* NAD 83(1986) POSITION- 35 19 11.     (N) 096 54 53.     (W)   SCALED
 FJ0152* NAVD 88 ORTHO HEIGHT -   310.249 (meters)     1017.88  (feet) ADJUSTED
 FJ0152  ______________________________________________________________________
 FJ0152  GEOID HEIGHT    -        -27.102 (meters)                     GEOID18
 FJ0152  DYNAMIC HEIGHT  -        309.954 (meters)     1016.91  (feet) COMP
 FJ0152  MODELED GRAVITY -    979,673.4   (mgal)                       NAVD 88
 FJ0152
 FJ0152  VERT ORDER      -  SECOND    CLASS 0
 FJ0152
 FJ0152.The horizontal coordinates were scaled from a map and have
 FJ0152.an estimated accuracy of +/- 6 seconds.
 FJ0152
 FJ0152.The orthometric height was determined by differential leveling and
 FJ0152.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0152.in June 1991.
 FJ0152
 FJ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0152.GEOID18 height accuracy estimate available here.
 FJ0152
 FJ0152.Click photographs - Photos may exist for this station.
 FJ0152
 FJ0152.The dynamic height is computed by dividing the NAVD 88
 FJ0152.geopotential number by the normal gravity value computed on the
 FJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0152.degrees latitude (g = 980.6199 gals.).
 FJ0152
 FJ0152.The modeled gravity was interpolated from observed gravity values.
 FJ0152
 FJ0152;                    North         East    Units  Estimated Accuracy
 FJ0152;SPC OK S     -   220,880.      698,690.      MT  (+/- 180 meters Scaled)
 FJ0152
 FJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE895104(NAD 83)
 FJ0152
 FJ0152                          SUPERSEDED SURVEY CONTROL
 FJ0152
 FJ0152  NGVD 29 (??/??/92)  310.166  (m)         1017.60   (f) ADJ UNCH    2 0
 FJ0152
 FJ0152.Superseded values are not recommended for survey control.
 FJ0152
 FJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0152.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0152
 FJ0152_MARKER: DB = BENCH MARK DISK
 FJ0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0152_SP_SET: BRIDGE ABUTMENT
 FJ0152_STAMPING: A 148 1934
 FJ0152_MARK LOGO: CGS
 FJ0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0152
 FJ0152  HISTORY     - Date     Condition        Report By
 FJ0152  HISTORY     - 1934     MONUMENTED       CGS
 FJ0152  HISTORY     - 1972     GOOD             NGS
 FJ0152  HISTORY     - 20000228 GOOD             OKDOT
 FJ0152
 FJ0152                          STATION DESCRIPTION
 FJ0152
 FJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0152'1.7 MI E FROM SHAWNEE.
 FJ0152'1.7 MILE EAST OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 FJ0152'TABLET SET HORIZONTALLY ON NORTH END OF WEST ABUTMENT TO RAILROAD
 FJ0152'OVERHEAD BRIDGE 37/2 OVER SANTA FE RY., 8.8 FEET NORTH OF CENTERLINE
 FJ0152'OF O.C.A.A. RY., 3.5 FEET SOUTH OF NORTH END OF ABUTMENT, 1.5
 FJ0152'FEET WEST OF EAST EDGE OF ABUTMENT.
 FJ0152
 FJ0152                          STATION RECOVERY (1972)
 FJ0152
 FJ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FJ0152'RECOVERED IN GOOD CONDITION.
 FJ0152
 FJ0152                          STATION RECOVERY (2000)
 FJ0152
 FJ0152'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (RDB)
 FJ0152'TRACKS AND BRIDGE DECK HAS BEEN REMOVED.  MONUMENT IS ON THE WEST
 FJ0152'ABUTMENT OF AN ABANDONED BRIDGE ON THE CRI AND PRR OVER THE AT AND SF
 FJ0152'RR APPROXIMATELY 500 FT (152.4 M) NORTHWEST OF THE CITY OF SHAWNEE
 FJ0152'SEWER PLANT.  MONUMENT SHOWS SIGNS OF AN ATTEMPT TO REMOVE IT BY AN
 FJ0152'UNKNOWN PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0101 ***********************************************************************
 FJ0101  DESIGNATION -  A 149
 FJ0101  PID         -  FJ0101
 FJ0101  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0101  COUNTRY     -  US
 FJ0101  USGS QUAD   -  EARLSBORO (2018)
 FJ0101
 FJ0101                         *CURRENT SURVEY CONTROL
 FJ0101  ______________________________________________________________________
 FJ0101* NAD 83(1986) POSITION- 35 16 04.     (N) 096 48 12.     (W)   SCALED
 FJ0101* NAVD 88 ORTHO HEIGHT -   313.046 (meters)     1027.05  (feet) ADJUSTED
 FJ0101  ______________________________________________________________________
 FJ0101  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 FJ0101  DYNAMIC HEIGHT  -        312.748 (meters)     1026.07  (feet) COMP
 FJ0101  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 FJ0101
 FJ0101  VERT ORDER      -  SECOND    CLASS 0
 FJ0101
 FJ0101.The horizontal coordinates were scaled from a map and have
 FJ0101.an estimated accuracy of +/- 6 seconds.
 FJ0101
 FJ0101.The orthometric height was determined by differential leveling and
 FJ0101.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0101.in June 1991.
 FJ0101
 FJ0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0101.GEOID18 height accuracy estimate available here.
 FJ0101
 FJ0101.Click photographs - Photos may exist for this station.
 FJ0101
 FJ0101.The dynamic height is computed by dividing the NAVD 88
 FJ0101.geopotential number by the normal gravity value computed on the
 FJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0101.degrees latitude (g = 980.6199 gals.).
 FJ0101
 FJ0101.The modeled gravity was interpolated from observed gravity values.
 FJ0101
 FJ0101;                    North         East    Units  Estimated Accuracy
 FJ0101;SPC OK S     -   215,230.      708,880.      MT  (+/- 180 meters Scaled)
 FJ0101
 FJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE998049(NAD 83)
 FJ0101
 FJ0101                          SUPERSEDED SURVEY CONTROL
 FJ0101
 FJ0101  NGVD 29 (??/??/92)  312.957  (m)         1026.76   (f) ADJ UNCH    2 0
 FJ0101
 FJ0101.Superseded values are not recommended for survey control.
 FJ0101
 FJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0101.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0101
 FJ0101_MARKER: DB = BENCH MARK DISK
 FJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0101_STAMPING: A 149 1934
 FJ0101_MARK LOGO: CGS
 FJ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0101+STABILITY: SURFACE MOTION
 FJ0101
 FJ0101  HISTORY     - Date     Condition        Report By
 FJ0101  HISTORY     - 1934     MONUMENTED       CGS
 FJ0101  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0101  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0101
 FJ0101                          STATION DESCRIPTION
 FJ0101
 FJ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0101'AT EARLSBORO.
 FJ0101'AT EARLSBORO, POTTAWATOMIE COUNTY, 180 FEET NORTHWEST OF THE
 FJ0101'NORTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FJ0101'STATION, 93.6 FEET NORTHWEST OF POLE 439+20, 70.5 FEET NORTHWEST
 FJ0101'OF THE CENTER OF THE MAIN STREET CROSSING, 21.5 FEET SOUTHWEST
 FJ0101'OF THE CENTERLINE OF THE MAIN TRACK, AND 21.4 FEET NORTHWEST OF
 FJ0101'THE MAIN STREET SIDEWALK.  A STANDARD DISK, STAMPED A 149
 FJ0101'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0101
 FJ0101                          STATION RECOVERY (1964)
 FJ0101
 FJ0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0101'MARK NOT FOUND.
 FJ0101
 FJ0101                          STATION RECOVERY (1988)
 FJ0101
 FJ0101'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0101'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0467 ***********************************************************************
 DN0467  DESIGNATION -  A 15
 DN0467  PID         -  DN0467
 DN0467  STATE/COUNTY-  OK/BRYAN
 DN0467  COUNTRY     -  US
 DN0467  USGS QUAD   -  DENISON DAM (2019)
 DN0467
 DN0467                         *CURRENT SURVEY CONTROL
 DN0467  ______________________________________________________________________
 DN0467* NAD 83(1986) POSITION- 33 49 29.0    (N) 096 31 50.9    (W)   HD_HELD2
 DN0467* NAVD 88 ORTHO HEIGHT -   169.118 (meters)      554.85  (feet) ADJUSTED
 DN0467  ______________________________________________________________________
 DN0467  GEOID HEIGHT    -        -26.479 (meters)                     GEOID18
 DN0467  DYNAMIC HEIGHT  -        168.938 (meters)      554.26  (feet) COMP
 DN0467  MODELED GRAVITY -    979,571.1   (mgal)                       NAVD 88
 DN0467
 DN0467  VERT ORDER      -  FIRST     CLASS II
 DN0467
 DN0467.The horizontal coordinates were established by autonomous hand held GPS
 DN0467.observations and have an estimated accuracy of +/- 10 meters.
 DN0467
 DN0467.The orthometric height was determined by differential leveling and
 DN0467.adjusted by the NATIONAL GEODETIC SURVEY
 DN0467.in June 1991.
 DN0467
 DN0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0467.GEOID18 height accuracy estimate available here.
 DN0467
 DN0467.Click photographs - Photos may exist for this station.
 DN0467
 DN0467.The dynamic height is computed by dividing the NAVD 88
 DN0467.geopotential number by the normal gravity value computed on the
 DN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0467.degrees latitude (g = 980.6199 gals.).
 DN0467
 DN0467.The modeled gravity was interpolated from observed gravity values.
 DN0467
 DN0467;                    North         East    Units  Estimated Accuracy
 DN0467;SPC OK S     -    55,497.      736,008.      MT  (+/- 10 meters HH2 GPS)
 DN0467
 DN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2851945463(NAD 83)
 DN0467
 DN0467                          SUPERSEDED SURVEY CONTROL
 DN0467
 DN0467  NGVD 29 (??/??/92)  169.102  (m)          554.80   (f) ADJ UNCH    1 2
 DN0467
 DN0467.Superseded values are not recommended for survey control.
 DN0467
 DN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0467.See file dsdata.pdf to determine how the superseded data were derived.
 DN0467
 DN0467_MARKER: DB = BENCH MARK DISK
 DN0467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0467_SP_SET: BRIDGE ABUTMENT
 DN0467_STAMPING: A 15 1933 554.795
 DN0467_MARK LOGO: CGS
 DN0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0467+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 DN0467
 DN0467  HISTORY     - Date     Condition        Report By
 DN0467  HISTORY     - 1933     MONUMENTED       CGS
 DN0467  HISTORY     - 1934     GOOD             CGS
 DN0467  HISTORY     - 1935     GOOD             CGS
 DN0467  HISTORY     - 1986     GOOD             NGS
 DN0467  HISTORY     - 20120725 GOOD             GEOCAC
 DN0467
 DN0467                          STATION DESCRIPTION
 DN0467
 DN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0467'2.8 MI S FROM COLBERT.
 DN0467'ABOUT 2.8 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 DN0467'COLBERT, IN THE TOP OF THE NORTH ABUTMENT OF THE RAILROAD BRIDGE OVER
 DN0467'RED RIVER, ABOUT 4 FEET FROM THE WEST END.  A STANDARD DISK.
 DN0467
 DN0467                          STATION RECOVERY (1935)
 DN0467
 DN0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DN0467'RECOVERED IN GOOD CONDITION.
 DN0467
 DN0467                          STATION RECOVERY (1986)
 DN0467
 DN0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0467'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM (4.7
 DN0467'MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH FARM ROAD
 DN0467'120 IN DENISON, TEXAS, IN THE NORTHWEST END OF THE NORTHEAST CONCRETE
 DN0467'ABUTMENT OF THE MISSOURI KANSAS TEXAS RAILROAD BRIDGE SPANNING THE RED
 DN0467'RIVER, 44.9 M (147.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH
 DN0467'BOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) NORTHWEST OF THE NEAR RAIL,
 DN0467'AND 1.4 M (4.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 DN0467'THE MARK IS 0.3 M BELOW THE TRACKS.
 DN0467
 DN0467                          STATION RECOVERY (2012)
 DN0467
 DN0467'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 DN0467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0243 ***********************************************************************
 GK0243  DESIGNATION -  A 15
 GK0243  PID         -  GK0243
 GK0243  STATE/COUNTY-  OK/TEXAS
 GK0243  COUNTRY     -  US
 GK0243  USGS QUAD   -  OPTIMA (2018)
 GK0243
 GK0243                         *CURRENT SURVEY CONTROL
 GK0243  ______________________________________________________________________
 GK0243* NAD 83(1986) POSITION- 36 45 36.     (N) 101 21 26.     (W)   SCALED
 GK0243* NAVD 88 ORTHO HEIGHT -   921.359 (meters)     3022.83  (feet) ADJUSTED
 GK0243  ______________________________________________________________________
 GK0243  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 GK0243  DYNAMIC HEIGHT  -        920.413 (meters)     3019.72  (feet) COMP
 GK0243  MODELED GRAVITY -    979,574.8   (mgal)                       NAVD 88
 GK0243
 GK0243  VERT ORDER      -  FIRST     CLASS II
 GK0243
 GK0243.The horizontal coordinates were scaled from a map and have
 GK0243.an estimated accuracy of +/- 6 seconds.
 GK0243
 GK0243.The orthometric height was determined by differential leveling and
 GK0243.adjusted by the NATIONAL GEODETIC SURVEY
 GK0243.in June 1991.
 GK0243
 GK0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0243.GEOID18 height accuracy estimate available here.
 GK0243
 GK0243.Click photographs - Photos may exist for this station.
 GK0243
 GK0243.The dynamic height is computed by dividing the NAVD 88
 GK0243.geopotential number by the normal gravity value computed on the
 GK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0243.degrees latitude (g = 980.6199 gals.).
 GK0243
 GK0243.The modeled gravity was interpolated from observed gravity values.
 GK0243
 GK0243;                    North         East    Units  Estimated Accuracy
 GK0243;SPC OK N     -   200,470.      300,290.      MT  (+/- 180 meters Scaled)
 GK0243
 GK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF895708(NAD 83)
 GK0243
 GK0243                          SUPERSEDED SURVEY CONTROL
 GK0243
 GK0243  NGVD 29 (??/??/92)  920.929  (m)         3021.41   (f) ADJ UNCH    1 2
 GK0243
 GK0243.Superseded values are not recommended for survey control.
 GK0243
 GK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0243.See file dsdata.pdf to determine how the superseded data were derived.
 GK0243
 GK0243_MARKER: DB = BENCH MARK DISK
 GK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0243_STAMPING: A 15 1933
 GK0243_MARK LOGO: CGS
 GK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0243+STABILITY: SURFACE MOTION
 GK0243
 GK0243  HISTORY     - Date     Condition        Report By
 GK0243  HISTORY     - 1933     MONUMENTED       CGS
 GK0243  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0243
 GK0243                          STATION DESCRIPTION
 GK0243
 GK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0243'IN OPTIMA.
 GK0243'AT OPTIMA, 6 POLES SOUTH WEST OF DEPOT.  ALONG THE ROCK ISLAND RAIL
 GK0243'ROAD AT MILE POST NO. 465.  SET IN CONCRETE POST 6 POLES SOUTH WEST OF
 GK0243'DEPOT AT ROAD CROSSING 9 FT. NORTH EAST OF POLE AND 45 FT. NORTH WEST
 GK0243'OF CENTER LINE OF TRACK.
 GK0243
 GK0243                          STATION RECOVERY (1965)
 GK0243
 GK0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0287 ***********************************************************************
 EL0287  DESIGNATION -  A 150
 EL0287  PID         -  EL0287
 EL0287  STATE/COUNTY-  OK/SEMINOLE
 EL0287  COUNTRY     -  US
 EL0287  USGS QUAD   -  VAMOOSA (2018)
 EL0287
 EL0287                         *CURRENT SURVEY CONTROL
 EL0287  ______________________________________________________________________
 EL0287* NAD 83(1986) POSITION- 34 54 42.     (N) 096 42 39.     (W)   SCALED
 EL0287* NAVD 88 ORTHO HEIGHT -   258.755 (meters)      848.93  (feet) ADJUSTED
 EL0287  ______________________________________________________________________
 EL0287  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 EL0287  DYNAMIC HEIGHT  -        258.505 (meters)      848.11  (feet) COMP
 EL0287  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 EL0287
 EL0287  VERT ORDER      -  SECOND    CLASS 0
 EL0287
 EL0287.The horizontal coordinates were scaled from a map and have
 EL0287.an estimated accuracy of +/- 6 seconds.
 EL0287
 EL0287.The orthometric height was determined by differential leveling and
 EL0287.adjusted by the NATIONAL GEODETIC SURVEY
 EL0287.in June 1991.
 EL0287
 EL0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0287.GEOID18 height accuracy estimate available here.
 EL0287
 EL0287.Click photographs - Photos may exist for this station.
 EL0287
 EL0287.The dynamic height is computed by dividing the NAVD 88
 EL0287.geopotential number by the normal gravity value computed on the
 EL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0287.degrees latitude (g = 980.6199 gals.).
 EL0287
 EL0287.The modeled gravity was interpolated from observed gravity values.
 EL0287
 EL0287;                    North         East    Units  Estimated Accuracy
 EL0287;SPC OK S     -   175,830.      717,800.      MT  (+/- 180 meters Scaled)
 EL0287
 EL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD091656(NAD 83)
 EL0287
 EL0287                          SUPERSEDED SURVEY CONTROL
 EL0287
 EL0287  NGVD 29 (??/??/92)  258.667  (m)          848.64   (f) ADJ UNCH    2 0
 EL0287
 EL0287.Superseded values are not recommended for survey control.
 EL0287
 EL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0287.See file dsdata.pdf to determine how the superseded data were derived.
 EL0287
 EL0287_MARKER: DB = BENCH MARK DISK
 EL0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0287_SP_SET: BRIDGE ABUTMENT
 EL0287_STAMPING: A 159 1934
 EL0287_MARK LOGO: CGS
 EL0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0287
 EL0287  HISTORY     - Date     Condition        Report By
 EL0287  HISTORY     - 1934     MONUMENTED       CGS
 EL0287  HISTORY     - 1958     MARK NOT FOUND   USGS
 EL0287
 EL0287                          STATION DESCRIPTION
 EL0287
 EL0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0287'4.6 MI S FROM KONAWA.
 EL0287'4.6 MILES SOUTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 EL0287'TABLET SET HORIZONTALLY ON SOUTH END OF WEST ABUTMENT TO RAILROAD
 EL0287'BRIDGE OVER SOUTH CANADIAN RIVER, ABOUT 0.3 MILE WEST OF M.P. 74,
 EL0287'7.2 FEET SOUTH OF CENTERLINE OF O.C.A.A.RY., 4 FEET NORTH OF
 EL0287'SOUTH END OF ABUTMENT, 1.3 FEET EAST OF WEST END OF ABUTMENT,
 EL0287'1.4 FEET WEST OF EAST END OF ABUTMENT.
 EL0287
 EL0287                          STATION RECOVERY (1958)
 EL0287
 EL0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EL0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0091 ***********************************************************************
 EM0091  DESIGNATION -  A 151
 EM0091  PID         -  EM0091
 EM0091  STATE/COUNTY-  OK/TILLMAN
 EM0091  COUNTRY     -  US
 EM0091  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM0091
 EM0091                         *CURRENT SURVEY CONTROL
 EM0091  ______________________________________________________________________
 EM0091* NAD 83(1986) POSITION- 34 22 12.     (N) 098 59 34.     (W)   SCALED
 EM0091* NAVD 88 ORTHO HEIGHT -   380.087 (meters)     1247.00  (feet) ADJUSTED
 EM0091  ______________________________________________________________________
 EM0091  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 EM0091  DYNAMIC HEIGHT  -        379.672 (meters)     1245.64  (feet) COMP
 EM0091  MODELED GRAVITY -    979,534.3   (mgal)                       NAVD 88
 EM0091
 EM0091  VERT ORDER      -  SECOND    CLASS 0
 EM0091
 EM0091.The horizontal coordinates were scaled from a map and have
 EM0091.an estimated accuracy of +/- 6 seconds.
 EM0091
 EM0091.The orthometric height was determined by differential leveling and
 EM0091.adjusted by the NATIONAL GEODETIC SURVEY
 EM0091.in June 1991.
 EM0091
 EM0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0091.GEOID18 height accuracy estimate available here.
 EM0091
 EM0091.Click photographs - Photos may exist for this station.
 EM0091
 EM0091.The dynamic height is computed by dividing the NAVD 88
 EM0091.geopotential number by the normal gravity value computed on the
 EM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0091.degrees latitude (g = 980.6199 gals.).
 EM0091
 EM0091.The modeled gravity was interpolated from observed gravity values.
 EM0091
 EM0091;                    North         East    Units  Estimated Accuracy
 EM0091;SPC OK S     -   115,440.      508,690.      MT  (+/- 180 meters Scaled)
 EM0091
 EM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND006031(NAD 83)
 EM0091
 EM0091                          SUPERSEDED SURVEY CONTROL
 EM0091
 EM0091  NGVD 29 (??/??/92)  379.942  (m)         1246.53   (f) ADJ UNCH    2 0
 EM0091
 EM0091.Superseded values are not recommended for survey control.
 EM0091
 EM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0091.See file dsdata.pdf to determine how the superseded data were derived.
 EM0091
 EM0091_MARKER: DB = BENCH MARK DISK
 EM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0091_STAMPING: A 151 1934
 EM0091_MARK LOGO: CGS
 EM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0091+STABILITY: SURFACE MOTION
 EM0091
 EM0091  HISTORY     - Date     Condition        Report By
 EM0091  HISTORY     - 1934     MONUMENTED       CGS
 EM0091  HISTORY     - 1963     GOOD             CGS
 EM0091
 EM0091                          STATION DESCRIPTION
 EM0091
 EM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0091'2.7 MI SE FROM FREDERICK.
 EM0091'2.7 MILES SOUTHEAST OF FREDERICK POST OFFICE, ALONG M.K.T.RY. 81.5
 EM0091'FEET SOUTHWEST OF WESTERN UNION TELE. POLE 6854.  77 FEET SOUTHWEST OF
 EM0091'WEST END OF TRESTLE 48.3.  40 FEET EAST OF CENTERLINE OF CROSS ROAD.
 EM0091'35.5 FEET SOUTH OF CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  9.7 FEET
 EM0091'NORTH OF RIGHT OF WAY FENCE CORNER.  1.1 FT. WEST OF R/W FENCE.
 EM0091
 EM0091                          STATION RECOVERY (1963)
 EM0091
 EM0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0128 ***********************************************************************
 EM0128  DESIGNATION -  A 153
 EM0128  PID         -  EM0128
 EM0128  STATE/COUNTY-  OK/COTTON
 EM0128  COUNTRY     -  US
 EM0128  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0128
 EM0128                         *CURRENT SURVEY CONTROL
 EM0128  ______________________________________________________________________
 EM0128* NAD 83(1986) POSITION- 34 21 44.93   (N) 098 38 44.00   (W)   HD_HELD1
 EM0128* NAVD 88 ORTHO HEIGHT -   323.559 (meters)     1061.54  (feet) ADJUSTED
 EM0128  ______________________________________________________________________
 EM0128  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 EM0128  DYNAMIC HEIGHT  -        323.216 (meters)     1060.42  (feet) COMP
 EM0128  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 EM0128
 EM0128  VERT ORDER      -  SECOND    CLASS 0
 EM0128
 EM0128.The horizontal coordinates were determined by differentially corrected
 EM0128.hand held GPS observations or other comparable positioning techniques
 EM0128.and have an estimated accuracy of +/- 3 meters.
 EM0128
 EM0128.The orthometric height was determined by differential leveling and
 EM0128.adjusted by the NATIONAL GEODETIC SURVEY
 EM0128.in June 1991.
 EM0128
 EM0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0128.GEOID18 height accuracy estimate available here.
 EM0128
 EM0128.Click photographs - Photos may exist for this station.
 EM0128
 EM0128.The dynamic height is computed by dividing the NAVD 88
 EM0128.geopotential number by the normal gravity value computed on the
 EM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0128.degrees latitude (g = 980.6199 gals.).
 EM0128
 EM0128.The modeled gravity was interpolated from observed gravity values.
 EM0128
 EM0128;                    North         East    Units  Estimated Accuracy
 EM0128;SPC OK S     -   114,346.1     540,618.8     MT  (+/- 3 meters HH1 GPS) 
 EM0128
 EM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3259202405(NAD 83)
 EM0128
 EM0128                          SUPERSEDED SURVEY CONTROL
 EM0128
 EM0128  NGVD 29 (??/??/92)  323.461  (m)         1061.22   (f) ADJ UNCH    2 0
 EM0128
 EM0128.Superseded values are not recommended for survey control.
 EM0128
 EM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0128.See file dsdata.pdf to determine how the superseded data were derived.
 EM0128
 EM0128_MARKER: DB = BENCH MARK DISK
 EM0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0128_SP_SET: BRIDGE
 EM0128_STAMPING: A 153 1934
 EM0128_MARK LOGO: CGS
 EM0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0128+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0128
 EM0128  HISTORY     - Date     Condition        Report By
 EM0128  HISTORY     - 1934     MONUMENTED       CGS
 EM0128  HISTORY     - 1963     GOOD             CGS
 EM0128  HISTORY     - 20180711 GOOD             OKDOT
 EM0128
 EM0128                          STATION DESCRIPTION
 EM0128
 EM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0128'19.0 MI W FROM WALTERS.
 EM0128'19.0 MILES WEST OF, ALONG U.S. HWY. 70, FROM WATER TANK BRONZE TABLET
 EM0128'SET IN EAST END OF SOUTH SIDEWALL OF HIGHWAY BRIDGE.  280 FEET WEST OF
 EM0128'CENTERLINE OF CROSS SECTION ROAD.  21.8 FEET SOUTH OF CENTERLINE OF
 EM0128'U.S. HWY. 70.  1.4 FEET ABOVE LEVEL OF HIGHWAY.
 EM0128
 EM0128                          STATION RECOVERY (1963)
 EM0128
 EM0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0128'RECOVERED IN GOOD CONDITION.
 EM0128
 EM0128                          STATION RECOVERY (2018)
 EM0128
 EM0128'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0298 ***********************************************************************
 EL0298  DESIGNATION -  A 156
 EL0298  PID         -  EL0298
 EL0298  STATE/COUNTY-  OK/GARVIN
 EL0298  COUNTRY     -  US
 EL0298  USGS QUAD   -  HENNEPIN (2018)
 EL0298
 EL0298                         *CURRENT SURVEY CONTROL
 EL0298  ______________________________________________________________________
 EL0298* NAD 83(1986) POSITION- 34 31 16.     (N) 097 16 56.     (W)   SCALED
 EL0298* NAVD 88 ORTHO HEIGHT -   282.698 (meters)      927.49  (feet) ADJUSTED
 EL0298  ______________________________________________________________________
 EL0298  GEOID HEIGHT    -        -25.185 (meters)                     GEOID18
 EL0298  DYNAMIC HEIGHT  -        282.424 (meters)      926.59  (feet) COMP
 EL0298  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 EL0298
 EL0298  VERT ORDER      -  SECOND    CLASS 0
 EL0298
 EL0298.The horizontal coordinates were scaled from a map and have
 EL0298.an estimated accuracy of +/- 6 seconds.
 EL0298
 EL0298.The orthometric height was determined by differential leveling and
 EL0298.adjusted by the NATIONAL GEODETIC SURVEY
 EL0298.in June 1991.
 EL0298
 EL0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0298.GEOID18 height accuracy estimate available here.
 EL0298
 EL0298.Click photographs - Photos may exist for this station.
 EL0298
 EL0298.The dynamic height is computed by dividing the NAVD 88
 EL0298.geopotential number by the normal gravity value computed on the
 EL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0298.degrees latitude (g = 980.6199 gals.).
 EL0298
 EL0298.The modeled gravity was interpolated from observed gravity values.
 EL0298
 EL0298;                    North         East    Units  Estimated Accuracy
 EL0298;SPC OK S     -   131,990.      665,900.      MT  (+/- 180 meters Scaled)
 EL0298
 EL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD576212(NAD 83)
 EL0298
 EL0298                          SUPERSEDED SURVEY CONTROL
 EL0298
 EL0298  NGVD 29 (??/??/92)  282.622  (m)          927.24   (f) ADJ UNCH    2 0
 EL0298
 EL0298.Superseded values are not recommended for survey control.
 EL0298
 EL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0298.See file dsdata.pdf to determine how the superseded data were derived.
 EL0298
 EL0298_MARKER: DB = BENCH MARK DISK
 EL0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0298_SP_SET: CULVERT WINGWALL
 EL0298_STAMPING: A 156 1934
 EL0298_MARK LOGO: CGS
 EL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0298+STABILITY: SURFACE MOTION
 EL0298
 EL0298  HISTORY     - Date     Condition        Report By
 EL0298  HISTORY     - 1934     MONUMENTED       CGS
 EL0298  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0298
 EL0298                          STATION DESCRIPTION
 EL0298
 EL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0298'9.6 MI W FROM DAVIS.
 EL0298'9.6 MILES WEST OF, ALONG STATE HWY. 22, BRONZE TABLET IN EAST
 EL0298'WING WALL OF CULVERT FOR ROAD INTO SCHOOL GROUNDS, 98.8 FEET
 EL0298'NORTHEAST OF NORTHEAST CORNER OF WOODLAND SCHOOL DIST. 1., 41
 EL0298'FEET SOUTH OF CENTERLINE OF STATE HWY. 22, 39 FEET NORTH OF OAK
 EL0298'TREE, 2.2 FEET IN DIAMETER AT BASE, 22 FEET EAST OF CENTERLINE OF
 EL0298'ROAD INTO SCHOOL GROUNDS, 17 FEET NORTHWEST OF NORTHWEST FENCE
 EL0298'CORNER.
 EL0298
 EL0298                          STATION RECOVERY (2018)
 EL0298
 EL0298'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0180 ***********************************************************************
 EL0180  DESIGNATION -  A 157
 EL0180  PID         -  EL0180
 EL0180  STATE/COUNTY-  OK/JOHNSTON
 EL0180  COUNTRY     -  US
 EL0180  USGS QUAD   -  MILBURN (2018)
 EL0180
 EL0180                         *CURRENT SURVEY CONTROL
 EL0180  ______________________________________________________________________
 EL0180* NAD 83(1986) POSITION- 34 13 34.     (N) 096 37 05.     (W)   SCALED
 EL0180* NAVD 88 ORTHO HEIGHT -   211.300 (meters)      693.24  (feet) ADJUSTED
 EL0180  ______________________________________________________________________
 EL0180  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 EL0180  DYNAMIC HEIGHT  -        211.093 (meters)      692.56  (feet) COMP
 EL0180  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 EL0180
 EL0180  VERT ORDER      -  SECOND    CLASS 0
 EL0180
 EL0180.The horizontal coordinates were scaled from a map and have
 EL0180.an estimated accuracy of +/- 6 seconds.
 EL0180
 EL0180.The orthometric height was determined by differential leveling and
 EL0180.adjusted by the NATIONAL GEODETIC SURVEY
 EL0180.in June 1991.
 EL0180
 EL0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0180.GEOID18 height accuracy estimate available here.
 EL0180
 EL0180.Click photographs - Photos may exist for this station.
 EL0180
 EL0180.The dynamic height is computed by dividing the NAVD 88
 EL0180.geopotential number by the normal gravity value computed on the
 EL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0180.degrees latitude (g = 980.6199 gals.).
 EL0180
 EL0180.The modeled gravity was interpolated from observed gravity values.
 EL0180
 EL0180;                    North         East    Units  Estimated Accuracy
 EL0180;SPC OK S     -    99,900.      727,320.      MT  (+/- 180 meters Scaled)
 EL0180
 EL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC194897(NAD 83)
 EL0180
 EL0180                          SUPERSEDED SURVEY CONTROL
 EL0180
 EL0180  NGVD 29 (??/??/92)  211.256  (m)          693.10   (f) ADJ UNCH    2 0
 EL0180
 EL0180.Superseded values are not recommended for survey control.
 EL0180
 EL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0180.See file dsdata.pdf to determine how the superseded data were derived.
 EL0180
 EL0180_MARKER: DB = BENCH MARK DISK
 EL0180_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0180_STAMPING: A 157 1934
 EL0180_MARK LOGO: CGS
 EL0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0180
 EL0180  HISTORY     - Date     Condition        Report By
 EL0180  HISTORY     - 1934     MONUMENTED       CGS
 EL0180
 EL0180                          STATION DESCRIPTION
 EL0180
 EL0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0180'4.1 MI NE FROM TISHOMINGO.
 EL0180'4.1 MILES NORTHEAST OF, ALONG C.R.I. P.RY. FROM RY. STATION.  90
 EL0180'FEET EAST OF FIRST TELEGRAPH POLE NORTHEAST OF M.P. 79-10, 66 FEET
 EL0180'SOUTHEAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 EL0180'R.R. TRACK, 42.6 FEET NORTHWEST OF TELEPHONE POLE, 35.3 FEET
 EL0180'NORTHWEST OF R/W FENCE, 35 FEET EAST OF CENTERLINE OF CROSS ROAD,
 EL0180'4.4 FEET SOUTHWEST OF R/W. CROSS FENCE.  TABLET SET IN PRECAST
 EL0180'CONCRETE POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0534 ***********************************************************************
 EK0534  DESIGNATION -  A 158
 EK0534  PID         -  EK0534
 EK0534  STATE/COUNTY-  OK/PUSHMATAHA
 EK0534  COUNTRY     -  US
 EK0534  USGS QUAD   -  ANTLERS WEST (2019)
 EK0534
 EK0534                         *CURRENT SURVEY CONTROL
 EK0534  ______________________________________________________________________
 EK0534* NAD 83(1986) POSITION- 34 14 10.     (N) 095 39 12.     (W)   SCALED
 EK0534* NAVD 88 ORTHO HEIGHT -   163.070 (meters)      535.01  (feet) ADJUSTED
 EK0534  ______________________________________________________________________
 EK0534  GEOID HEIGHT    -        -30.021 (meters)                     GEOID18
 EK0534  DYNAMIC HEIGHT  -        162.893 (meters)      534.42  (feet) COMP
 EK0534  MODELED GRAVITY -    979,548.9   (mgal)                       NAVD 88
 EK0534
 EK0534  VERT ORDER      -  SECOND    CLASS 0
 EK0534
 EK0534.The horizontal coordinates were scaled from a map and have
 EK0534.an estimated accuracy of +/- 6 seconds.
 EK0534
 EK0534.The orthometric height was determined by differential leveling and
 EK0534.adjusted by the NATIONAL GEODETIC SURVEY
 EK0534.in June 1991.
 EK0534
 EK0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0534.GEOID18 height accuracy estimate available here.
 EK0534
 EK0534.Click photographs - Photos may exist for this station.
 EK0534
 EK0534.The dynamic height is computed by dividing the NAVD 88
 EK0534.geopotential number by the normal gravity value computed on the
 EK0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0534.degrees latitude (g = 980.6199 gals.).
 EK0534
 EK0534.The modeled gravity was interpolated from observed gravity values.
 EK0534
 EK0534;                    North         East    Units  Estimated Accuracy
 EK0534;SPC OK S     -   102,650.      816,170.      MT  (+/- 180 meters Scaled)
 EK0534
 EK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT556915(NAD 83)
 EK0534
 EK0534                          SUPERSEDED SURVEY CONTROL
 EK0534
 EK0534  NGVD 29 (??/??/92)  162.985  (m)          534.73   (f) ADJ UNCH    2 0
 EK0534
 EK0534.Superseded values are not recommended for survey control.
 EK0534
 EK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0534.See file dsdata.pdf to determine how the superseded data were derived.
 EK0534
 EK0534_MARKER: DB = BENCH MARK DISK
 EK0534_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0534_STAMPING: A 158 1934
 EK0534_MARK LOGO: CGS
 EK0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0534
 EK0534  HISTORY     - Date     Condition        Report By
 EK0534  HISTORY     - 1934     MONUMENTED       CGS
 EK0534  HISTORY     - 1956     POOR             CGS
 EK0534
 EK0534                          STATION DESCRIPTION
 EK0534
 EK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0534'2 MI W FROM ANTLERS.
 EK0534'ALONG ST. HWY 19, FROM RY. STATION AT NORTHEAST CORNER OF OAK
 EK0534'GROVE, ABOUT HALF WAY DOWN EAST SLOPE OF HILL, 0.4 MILE EAST
 EK0534'OF WHITE HOUSE WITH GREEN ROOF ON SOUTH SIDE OF HIGHWAY, ABOUT
 EK0534'0.1 MILE WEST OF CONCRETE HIGHWAY CULVERT WITH CABLE GUARD
 EK0534'RAIL, 43 FEET SOUTH OF CENTERLINE OF ST. HWY. 19, 18.4 FEET
 EK0534'WEST OF CENTERLINE OF GATEWAY, 10.5 FEET WEST OF NORTHEAST
 EK0534'CORNER OF OAK GROVE, 1.5 FEET NORTH OF FENCE.  TABLET SET IN
 EK0534'PRECAST CONCRETE POST.
 EK0534
 EK0534                          STATION RECOVERY (1956)
 EK0534
 EK0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EK0534'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0025 ***********************************************************************
 EL0025  DESIGNATION -  A 159
 EL0025  PID         -  EL0025
 EL0025  STATE/COUNTY-  OK/ATOKA
 EL0025  COUNTRY     -  US
 EL0025  USGS QUAD   -  WARDVILLE (2019)
 EL0025
 EL0025                         *CURRENT SURVEY CONTROL
 EL0025  ______________________________________________________________________
 EL0025* NAD 83(1986) POSITION- 34 39 08.     (N) 096 02 03.     (W)   SCALED
 EL0025* NAVD 88 ORTHO HEIGHT -   210.437 (meters)      690.41  (feet) ADJUSTED
 EL0025  ______________________________________________________________________
 EL0025  GEOID HEIGHT    -        -28.892 (meters)                     GEOID18
 EL0025  DYNAMIC HEIGHT  -        210.223 (meters)      689.71  (feet) COMP
 EL0025  MODELED GRAVITY -    979,614.5   (mgal)                       NAVD 88
 EL0025
 EL0025  VERT ORDER      -  SECOND    CLASS 0
 EL0025
 EL0025.The horizontal coordinates were scaled from a map and have
 EL0025.an estimated accuracy of +/- 6 seconds.
 EL0025
 EL0025.The orthometric height was determined by differential leveling and
 EL0025.adjusted by the NATIONAL GEODETIC SURVEY
 EL0025.in June 1991.
 EL0025
 EL0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0025.GEOID18 height accuracy estimate available here.
 EL0025
 EL0025.Click photographs - Photos may exist for this station.
 EL0025
 EL0025.The dynamic height is computed by dividing the NAVD 88
 EL0025.geopotential number by the normal gravity value computed on the
 EL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0025.degrees latitude (g = 980.6199 gals.).
 EL0025
 EL0025.The modeled gravity was interpolated from observed gravity values.
 EL0025
 EL0025;                    North         East    Units  Estimated Accuracy
 EL0025;SPC OK S     -   148,050.      780,190.      MT  (+/- 180 meters Scaled)
 EL0025
 EL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD718384(NAD 83)
 EL0025
 EL0025                          SUPERSEDED SURVEY CONTROL
 EL0025
 EL0025  NGVD 29 (??/??/92)  210.343  (m)          690.10   (f) ADJ UNCH    2 0
 EL0025
 EL0025.Superseded values are not recommended for survey control.
 EL0025
 EL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0025.See file dsdata.pdf to determine how the superseded data were derived.
 EL0025
 EL0025_MARKER: DB = BENCH MARK DISK
 EL0025_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0025_SP_SET: PEDESTAL
 EL0025_STAMPING: A 159 1934
 EL0025_MARK LOGO: CGS
 EL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0025+STABILITY: SURFACE MOTION
 EL0025
 EL0025  HISTORY     - Date     Condition        Report By
 EL0025  HISTORY     - 1934     MONUMENTED       CGS
 EL0025
 EL0025                          STATION DESCRIPTION
 EL0025
 EL0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0025'AT WARDVILLE.
 EL0025'AT WARDVILLE, ATOKA COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 EL0025'PACIFIC RAILWAY, ABOUT 225 FEET NORTHEAST OF A CATTLEGUARD,
 EL0025'ABOUT 117 FEET NORTHEAST OF THE NORTHEAST END OF MOTOR CAR SHED 7,
 EL0025'ABOUT 48.5 FEET SOUTHWEST OF THE SOUTHWEST SWITCH OF THE SIDING,
 EL0025'54 FEET NORTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE
 EL0025'TRACK, AT THE OLD WATER TANK, IN THE EAST BLOCK OF THE CENTER
 EL0025'FOUR PEDESTALS, 11.4 FEET SOUTHWEST OF THE SOUTHWEST BENT, AND
 EL0025'25.4 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 EL0025'DISK, STAMPED A 159 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0044 ***********************************************************************
 EL0044  DESIGNATION -  A 16
 EL0044  PID         -  EL0044
 EL0044  STATE/COUNTY-  OK/ATOKA
 EL0044  COUNTRY     -  US
 EL0044  USGS QUAD   -  COALGATE SE (2019)
 EL0044
 EL0044                         *CURRENT SURVEY CONTROL
 EL0044  ______________________________________________________________________
 EL0044* NAD 83(1986) POSITION- 34 33 32.     (N) 096 01 02.     (W)   SCALED
 EL0044* NAVD 88 ORTHO HEIGHT -   203.475 (meters)      667.57  (feet) ADJUSTED
 EL0044  ______________________________________________________________________
 EL0044  GEOID HEIGHT    -        -28.928 (meters)                     GEOID18
 EL0044  DYNAMIC HEIGHT  -        203.265 (meters)      666.88  (feet) COMP
 EL0044  MODELED GRAVITY -    979,602.0   (mgal)                       NAVD 88
 EL0044
 EL0044  VERT ORDER      -  FIRST     CLASS II
 EL0044
 EL0044.The horizontal coordinates were scaled from a map and have
 EL0044.an estimated accuracy of +/- 6 seconds.
 EL0044
 EL0044.The orthometric height was determined by differential leveling and
 EL0044.adjusted by the NATIONAL GEODETIC SURVEY
 EL0044.in June 1991.
 EL0044
 EL0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0044.GEOID18 height accuracy estimate available here.
 EL0044
 EL0044.Click photographs - Photos may exist for this station.
 EL0044
 EL0044.The dynamic height is computed by dividing the NAVD 88
 EL0044.geopotential number by the normal gravity value computed on the
 EL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0044.degrees latitude (g = 980.6199 gals.).
 EL0044
 EL0044.The modeled gravity was interpolated from observed gravity values.
 EL0044
 EL0044;                    North         East    Units  Estimated Accuracy
 EL0044;SPC OK S     -   137,730.      781,950.      MT  (+/- 180 meters Scaled)
 EL0044
 EL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD736281(NAD 83)
 EL0044
 EL0044                          SUPERSEDED SURVEY CONTROL
 EL0044
 EL0044  NGVD 29 (??/??/92)  203.378  (m)          667.25   (f) ADJ UNCH    1 2
 EL0044
 EL0044.Superseded values are not recommended for survey control.
 EL0044
 EL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0044.See file dsdata.pdf to determine how the superseded data were derived.
 EL0044
 EL0044_MARKER: DB = BENCH MARK DISK
 EL0044_STAMPING: A 16 1933
 EL0044_MARK LOGO: CGS
 EL0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0044
 EL0044  HISTORY     - Date     Condition        Report By
 EL0044  HISTORY     - 1933     MONUMENTED       CGS
 EL0044  HISTORY     - 1934     GOOD             CGS
 EL0044
 EL0044                          STATION DESCRIPTION
 EL0044
 EL0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0044'1.9 MI S FROM CHOCKIE.
 EL0044'1.9 MILES SOUTH OF CHOCKIE ON THE M-K-T RAILROAD, ABOUT 300 FEET
 EL0044'NORTH OF MILE POLE 596, 750 FEET NORTH OF SEMAPHORE MARKED
 EL0044'596.1, AND 60 FEET WEST OF THE TRACKS.
 EL0044
 EL0044                          STATION RECOVERY (1934)
 EL0044
 EL0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0045 ***********************************************************************
 EL0045  CBN         -  This is a Cooperative Base Network Control Station.
 EL0045  DESIGNATION -  A 16 RESET
 EL0045  PID         -  EL0045
 EL0045  STATE/COUNTY-  OK/ATOKA
 EL0045  COUNTRY     -  US
 EL0045  USGS QUAD   -  COALGATE SE (2019)
 EL0045
 EL0045                         *CURRENT SURVEY CONTROL
 EL0045  ______________________________________________________________________
 EL0045* NAD 83(2011) POSITION- 34 33 36.02076(N) 096 01 00.91625(W)   ADJUSTED
 EL0045* NAD 83(2011) ELLIP HT-   175.296 (meters)        (06/27/12)   ADJUSTED
 EL0045* NAD 83(2011) EPOCH   -  2010.00
 EL0045* NAVD 88 ORTHO HEIGHT -   204.23  (meters)      670.0   (feet) RESET
 EL0045  ______________________________________________________________________
 EL0045  GEOID HEIGHT    -        -28.930 (meters)                     GEOID18
 EL0045  NAD 83(2011) X  -   -551,198.425 (meters)                     COMP
 EL0045  NAD 83(2011) Y  - -5,229,445.796 (meters)                     COMP
 EL0045  NAD 83(2011) Z  -  3,597,875.250 (meters)                     COMP
 EL0045  LAPLACE CORR    -         -7.18  (seconds)                    DEFLEC18
 EL0045  VERT ORDER      -  THIRD
 EL0045
 EL0045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0045  Standards:
 EL0045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0045  -------------------------------------------------------------------
 EL0045  NETWORK    1.84   3.80           0.81   0.68   1.94     -0.05892185
 EL0045  -------------------------------------------------------------------
 EL0045  Click here for local accuracies and other accuracy information.
 EL0045
 EL0045.The horizontal coordinates were established by GPS observations
 EL0045.and adjusted by the National Geodetic Survey in June 2012.
 EL0045
 EL0045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0045.been affixed to the stable North American tectonic plate. See 
 EL0045.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0045
 EL0045.The horizontal coordinates are valid at the epoch date displayed above
 EL0045.which is a decimal equivalence of Year/Month/Day.
 EL0045
 EL0045.The orthometric height was computed from unverified reset data.
 EL0045
 EL0045.No vertical observational check was made to the station.
 EL0045
 EL0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0045.GEOID18 height accuracy estimate available here.
 EL0045
 EL0045.Click photographs - Photos may exist for this station.
 EL0045
 EL0045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0045
 EL0045.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0045
 EL0045.The ellipsoidal height was determined by GPS observations
 EL0045.and is referenced to NAD 83.
 EL0045
 EL0045. The following values were computed from the NAD 83(2011) position.
 EL0045
 EL0045;                    North         East     Units Scale Factor Converg.
 EL0045;SPC OK S     -   137,854.047   781,971.979   MT  0.99993603   +1 07 32.3
 EL0045;SPC OK S     -   452,276.15  2,565,519.73   sFT  0.99993603   +1 07 32.3
 EL0045;UTM  14      - 3,828,295.193   773,704.369   MT  1.00052348   +1 41 35.7
 EL0045;UTM  15      - 3,828,387.537   223,189.492   MT  1.00054456   -1 42 45.0
 EL0045
 EL0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0045!SPC OK S     -   0.99997248  x   0.99993603  =   0.99990852
 EL0045!UTM  14      -   0.99997248  x   1.00052348  =   1.00049595
 EL0045!UTM  15      -   0.99997248  x   1.00054456  =   1.00051703
 EL0045
 EL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7370428295(NAD 83)
 EL0045
 EL0045                          SUPERSEDED SURVEY CONTROL
 EL0045
 EL0045  NAD 83(2007)-  34 33 36.02076(N)    096 01 00.91703(W) AD(2002.00) 0
 EL0045  ELLIP H (02/10/07)  175.315  (m)                       GP(2002.00)    
 EL0045  ELLIP H (04/16/01)  175.305  (m)                       GP(       ) 4 2
 EL0045  NAD 83(1993)-  34 33 36.02049(N)    096 01 00.91693(W) AD(       ) B
 EL0045  ELLIP H (05/09/94)  175.373  (m)                       GP(       ) 4 2
 EL0045  NAVD 88 (07/24/98)  204.2    (m)  GEOID96  model used  GPS OBS        
 EL0045  NAVD 88 (01/13/95)  204.2    (m)  UNKNOWN  model used  GPS OBS        
 EL0045  NAVD 88 (05/09/94)  204.2    (m)  GEOID93  model used  GPS OBS        
 EL0045
 EL0045.Superseded values are not recommended for survey control.
 EL0045
 EL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0045.See file dsdata.pdf to determine how the superseded data were derived.
 EL0045
 EL0045_MARKER: DB = BENCH MARK DISK
 EL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0045_STAMPING: A 16 1933 RESET 1956
 EL0045_MARK LOGO: CGS
 EL0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0045+STABILITY: SURFACE MOTION
 EL0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0045+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2024
 EL0045
 EL0045  HISTORY     - Date     Condition        Report By
 EL0045  HISTORY     - 1956     MONUMENTED       CGS
 EL0045  HISTORY     - 19930504 GOOD             NGS
 EL0045  HISTORY     - 20240229 GOOD             WHE
 EL0045
 EL0045                          STATION DESCRIPTION
 EL0045
 EL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EL0045'1.8 MI SW FROM CHOCKIE.
 EL0045'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 69, FROM CHOCKIE,
 EL0045'IN THE NORTHWEST 1/4 OF SEC. 14, T. 1 N., R. 12 E., 4 POLES
 EL0045'NORTH OF MKT. R.R. MILE POLE NO. 596, 395 FEET NORTHEAST ALONG
 EL0045'U.S. HIGHWAY 69, THENCE 85 FEET EAST FROM CENTERLINE OF HIGHWAY
 EL0045'69 AT OLD HIGHWAY WEST, 95 FEET WEST OF THE CENTERLINE OF THE
 EL0045'MKT. R.R. TRACK AND SET IN CONCRETE POST.
 EL0045
 EL0045                          STATION RECOVERY (1993)
 EL0045
 EL0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EL0045'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTH-NORTHEAST OF
 EL0045'ATOKA, 17 KM (10.55 MI) EAST OF COALGATE, 9 KM (5.60 MI)
 EL0045'SOUTH-SOUTHWEST OF GAP IN BRUSH IN A STRIP OF LAND BETWEEN A RAILROAD
 EL0045'AND HIGHWAY 69 AND IN THE HIGHWAY RIGHT-OF-WAY. OWNERSHIP--OKLAHOMA
 EL0045'DEPARTMENT OF TRANSPORTATION.
 EL0045'TO REACH FROM THE T-JUNCTION OF U.S. HIGHWAY 69 AND STATE HIGHWAY 43
 EL0045'WEST, ABOUT 7 KM (4.35 MI) NORTHEAST OF STRINGTOWN, GO
 EL0045'NORTH-NORTHEAST ON HIGHWAY 69 FOR 2.57 KM (1.60 MI) TO THE STATION ON
 EL0045'THE RIGHT JUST AFTER A PAVED CROSSOVER.
 EL0045'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 EL0045'PROJECTING 20 CM.  IT IS 26.1 M (85.6 FT) EAST-SOUTHEAST FROM THE
 EL0045'CENTER OF, AND ABOUT 1 M (3.3 FT) HIGHER THAN THE NORTHEAST BOUND
 EL0045'LANES OF HIGHWAY 69, 29.2 M (95.8 FT) WEST-NORTHWEST FROM, AND ABOUT
 EL0045'1 M (3.3 FT) LOWER THAN THE NORTHWEST RAIL OF THE RAILROAD TRACKS,
 EL0045'AND 0.9 M (3.0 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 EL0045'DESCRIBED BY D.G. AUG
 EL0045
 EL0045                          STATION RECOVERY (2024)
 EL0045
 EL0045'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 EL0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0446 ***********************************************************************
 EK0446  DESIGNATION -  A 160
 EK0446  PID         -  EK0446
 EK0446  STATE/COUNTY-  OK/LATIMER
 EK0446  COUNTRY     -  US
 EK0446  USGS QUAD   -  WILBURTON (2018)
 EK0446
 EK0446                         *CURRENT SURVEY CONTROL
 EK0446  ______________________________________________________________________
 EK0446* NAD 83(1986) POSITION- 34 54 52.     (N) 095 19 40.     (W)   SCALED
 EK0446* NAVD 88 ORTHO HEIGHT -   201.988 (meters)      662.69  (feet) ADJUSTED
 EK0446  ______________________________________________________________________
 EK0446  GEOID HEIGHT    -        -31.159 (meters)                     GEOID18
 EK0446  DYNAMIC HEIGHT  -        201.781 (meters)      662.01  (feet) COMP
 EK0446  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 EK0446
 EK0446  VERT ORDER      -  SECOND    CLASS 0
 EK0446
 EK0446.The horizontal coordinates were scaled from a map and have
 EK0446.an estimated accuracy of +/- 6 seconds.
 EK0446
 EK0446.The orthometric height was determined by differential leveling and
 EK0446.adjusted by the NATIONAL GEODETIC SURVEY
 EK0446.in June 1991.
 EK0446
 EK0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0446.GEOID18 height accuracy estimate available here.
 EK0446
 EK0446.Click photographs - Photos may exist for this station.
 EK0446
 EK0446.The dynamic height is computed by dividing the NAVD 88
 EK0446.geopotential number by the normal gravity value computed on the
 EK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0446.degrees latitude (g = 980.6199 gals.).
 EK0446
 EK0446.The modeled gravity was interpolated from observed gravity values.
 EK0446
 EK0446;                    North         East    Units  Estimated Accuracy
 EK0446;SPC OK S     -   178,620.      844,160.      MT  (+/- 180 meters Scaled)
 EK0446
 EK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU873660(NAD 83)
 EK0446
 EK0446                          SUPERSEDED SURVEY CONTROL
 EK0446
 EK0446  NGVD 29 (??/??/92)  201.873  (m)          662.31   (f) ADJ UNCH    2 0
 EK0446
 EK0446.Superseded values are not recommended for survey control.
 EK0446
 EK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0446.See file dsdata.pdf to determine how the superseded data were derived.
 EK0446
 EK0446_MARKER: DB = BENCH MARK DISK
 EK0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0446_SP_SET: FOUNDATION LEDGE
 EK0446_STAMPING: A 160 1934
 EK0446_MARK LOGO: CGS
 EK0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0446
 EK0446  HISTORY     - Date     Condition        Report By
 EK0446  HISTORY     - 1934     MONUMENTED       CGS
 EK0446  HISTORY     - 1988     GOOD             USPSQD
 EK0446
 EK0446                          STATION DESCRIPTION
 EK0446
 EK0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0446'AT WILBURTON.
 EK0446'AT WILBURTON, LATIMER COUNTY, AT EASTERN OKLAHOMA COLLEGE, AT THE
 EK0446'SOUTH END OF THE EAST WING OF THE METALLURGY BUILDING, IN A
 EK0446'CONCRETE LEDGE OF THE FOUNDATION, 57 FEET EAST OF THE CENTER LINE
 EK0446'OF THE MAIN ENTRANCE, 51 FEET WEST OF THE SOUTHEAST CORNER OF THE
 EK0446'BUILDING, 22 FEET WEST OF THE CENTER LINE OF THE SOUTH ENTRANCE
 EK0446'TO THE EAST WING, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD
 EK0446'DISK, STAMPED A 160 1934.
 EK0446
 EK0446                          STATION RECOVERY (1988)
 EK0446
 EK0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0627 ***********************************************************************
 FH0627  DESIGNATION -  A 161
 FH0627  PID         -  FH0627
 FH0627  STATE/COUNTY-  OK/MUSKOGEE
 FH0627  COUNTRY     -  US
 FH0627  USGS QUAD   -  WARNER (2018)
 FH0627
 FH0627                         *CURRENT SURVEY CONTROL
 FH0627  ______________________________________________________________________
 FH0627* NAD 83(1986) POSITION- 35 24 31.     (N) 095 15 31.     (W)   SCALED
 FH0627* NAVD 88 ORTHO HEIGHT -   166.969 (meters)      547.80  (feet) ADJUSTED
 FH0627  ______________________________________________________________________
 FH0627  GEOID HEIGHT    -        -30.088 (meters)                     GEOID18
 FH0627  DYNAMIC HEIGHT  -        166.811 (meters)      547.28  (feet) COMP
 FH0627  MODELED GRAVITY -    979,688.2   (mgal)                       NAVD 88
 FH0627
 FH0627  VERT ORDER      -  SECOND    CLASS 0
 FH0627
 FH0627.The horizontal coordinates were scaled from a map and have
 FH0627.an estimated accuracy of +/- 6 seconds.
 FH0627
 FH0627.The orthometric height was determined by differential leveling and
 FH0627.adjusted by the NATIONAL GEODETIC SURVEY
 FH0627.in June 1991.
 FH0627
 FH0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0627.GEOID18 height accuracy estimate available here.
 FH0627
 FH0627.Click photographs - Photos may exist for this station.
 FH0627
 FH0627.The dynamic height is computed by dividing the NAVD 88
 FH0627.geopotential number by the normal gravity value computed on the
 FH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0627.degrees latitude (g = 980.6199 gals.).
 FH0627
 FH0627.The modeled gravity was interpolated from observed gravity values.
 FH0627
 FH0627;                    North         East    Units  Estimated Accuracy
 FH0627;SPC OK N     -    48,850.      848,980.      MT  (+/- 180 meters Scaled)
 FH0627
 FH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV949207(NAD 83)
 FH0627
 FH0627                          SUPERSEDED SURVEY CONTROL
 FH0627
 FH0627  NGVD 29 (??/??/92)  166.862  (m)          547.45   (f) ADJ UNCH    2 0
 FH0627
 FH0627.Superseded values are not recommended for survey control.
 FH0627
 FH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0627.See file dsdata.pdf to determine how the superseded data were derived.
 FH0627
 FH0627_MARKER: DB = BENCH MARK DISK
 FH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0627_STAMPING: A 161 1934
 FH0627_MARK LOGO: CGS
 FH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0627+STABILITY: SURFACE MOTION
 FH0627
 FH0627  HISTORY     - Date     Condition        Report By
 FH0627  HISTORY     - 1934     MONUMENTED       CGS
 FH0627  HISTORY     - 1960     GOOD             CGS
 FH0627  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0627
 FH0627                          STATION DESCRIPTION
 FH0627
 FH0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0627'3.7 MI NW FROM PORUM.
 FH0627'3.7 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0627'STATION AT PORUM, MUSKOGEE, COUNTY, 525 FEET NORTHWEST OF
 FH0627'MILEPOST 71, ABOUT 1200 FEET NORTHWEST OF THE CROSSING OF AN
 FH0627'EAST-AND-WEST DIRT ROAD, 48.3 FEET SOUTHWEST OF THE CENTERLINE
 FH0627'OF THE TRACK, AND 1.7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FH0627
 FH0627                          STATION RECOVERY (1984)
 FH0627
 FH0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0627'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0514 ***********************************************************************
 FH0514  DESIGNATION -  A 162
 FH0514  PID         -  FH0514
 FH0514  STATE/COUNTY-  OK/CHEROKEE
 FH0514  COUNTRY     -  US
 FH0514  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0514
 FH0514                         *CURRENT SURVEY CONTROL
 FH0514  ______________________________________________________________________
 FH0514* NAD 83(1986) POSITION- 35 49 14.     (N) 095 15 15.     (W)   SCALED
 FH0514* NAVD 88 ORTHO HEIGHT -   156.418 (meters)      513.18  (feet) ADJUSTED
 FH0514  ______________________________________________________________________
 FH0514  GEOID HEIGHT    -        -29.356 (meters)                     GEOID18
 FH0514  DYNAMIC HEIGHT  -        156.278 (meters)      512.72  (feet) COMP
 FH0514  MODELED GRAVITY -    979,735.2   (mgal)                       NAVD 88
 FH0514
 FH0514  VERT ORDER      -  SECOND    CLASS 0
 FH0514
 FH0514.The horizontal coordinates were scaled from a map and have
 FH0514.an estimated accuracy of +/- 6 seconds.
 FH0514
 FH0514.The orthometric height was determined by differential leveling and
 FH0514.adjusted by the NATIONAL GEODETIC SURVEY
 FH0514.in June 1991.
 FH0514
 FH0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0514.GEOID18 height accuracy estimate available here.
 FH0514
 FH0514.Click photographs - Photos may exist for this station.
 FH0514
 FH0514.The dynamic height is computed by dividing the NAVD 88
 FH0514.geopotential number by the normal gravity value computed on the
 FH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0514.degrees latitude (g = 980.6199 gals.).
 FH0514
 FH0514.The modeled gravity was interpolated from observed gravity values.
 FH0514
 FH0514;                    North         East    Units  Estimated Accuracy
 FH0514;SPC OK N     -    94,550.      848,090.      MT  (+/- 180 meters Scaled)
 FH0514
 FH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV963663(NAD 83)
 FH0514
 FH0514                          SUPERSEDED SURVEY CONTROL
 FH0514
 FH0514  NGVD 29 (??/??/92)  156.306  (m)          512.81   (f) ADJ UNCH    2 0
 FH0514
 FH0514.Superseded values are not recommended for survey control.
 FH0514
 FH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0514.See file dsdata.pdf to determine how the superseded data were derived.
 FH0514
 FH0514_MARKER: DB = BENCH MARK DISK
 FH0514_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0514_STAMPING: A 162 1934
 FH0514_MARK LOGO: CGS
 FH0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0514
 FH0514  HISTORY     - Date     Condition        Report By
 FH0514  HISTORY     - 1934     MONUMENTED       CGS
 FH0514  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0514
 FH0514                          STATION DESCRIPTION
 FH0514
 FH0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0514'1.2 MI N FROM FORT GIBSON.
 FH0514'1.2 MILES NORTH OF, ALONG S.L. AND S.F.RY. FROM RY. JCT.  375
 FH0514'FEET SOUTH OF VAHOLA SAND AND GRAVEL CO. SWITCH POINT, 170 FEET
 FH0514'NORTHEAST OF CENTER OF RAILWAY TRESTLE 446.0 OVER CREEK, 75 FEET
 FH0514'SOUTH OF ROAD CROSSING, 48 FEET SOUTHEAST OF CENTERLINE OF ST.
 FH0514'LOUIS AND SAN FRANCISCO RY., 45 FEET SOUTH OF FENCE CORNER.
 FH0514'TABLET SET IN PRECAST CONCRETE POST.
 FH0514
 FH0514                          STATION RECOVERY (1973)
 FH0514
 FH0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0165 ***********************************************************************
 GG0165  DESIGNATION -  A 164
 GG0165  PID         -  GG0165
 GG0165  STATE/COUNTY-  OK/CHEROKEE
 GG0165  COUNTRY     -  US
 GG0165  USGS QUAD   -  CHEWEY (2019)
 GG0165
 GG0165                         *CURRENT SURVEY CONTROL
 GG0165  ______________________________________________________________________
 GG0165* NAD 83(1986) POSITION- 36 06 56.     (N) 094 49 15.     (W)   SCALED
 GG0165* NAVD 88 ORTHO HEIGHT -   275.242 (meters)      903.02  (feet) ADJUSTED
 GG0165  ______________________________________________________________________
 GG0165  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 GG0165  DYNAMIC HEIGHT  -        275.002 (meters)      902.24  (feet) COMP
 GG0165  MODELED GRAVITY -    979,751.7   (mgal)                       NAVD 88
 GG0165
 GG0165  VERT ORDER      -  SECOND    CLASS 0
 GG0165
 GG0165.The horizontal coordinates were scaled from a map and have
 GG0165.an estimated accuracy of +/- 6 seconds.
 GG0165
 GG0165.The orthometric height was determined by differential leveling and
 GG0165.adjusted by the NATIONAL GEODETIC SURVEY
 GG0165.in June 1991.
 GG0165
 GG0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0165.GEOID18 height accuracy estimate available here.
 GG0165
 GG0165.Click photographs - Photos may exist for this station.
 GG0165
 GG0165.The dynamic height is computed by dividing the NAVD 88
 GG0165.geopotential number by the normal gravity value computed on the
 GG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0165.degrees latitude (g = 980.6199 gals.).
 GG0165
 GG0165.The modeled gravity was interpolated from observed gravity values.
 GG0165
 GG0165;                    North         East    Units  Estimated Accuracy
 GG0165;SPC OK N     -   128,460.      886,160.      MT  (+/- 180 meters Scaled)
 GG0165
 GG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV361983(NAD 83)
 GG0165
 GG0165                          SUPERSEDED SURVEY CONTROL
 GG0165
 GG0165  NGVD 29 (??/??/92)  275.109  (m)          902.59   (f) ADJ UNCH    2 0
 GG0165
 GG0165.Superseded values are not recommended for survey control.
 GG0165
 GG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0165.See file dsdata.pdf to determine how the superseded data were derived.
 GG0165
 GG0165_MARKER: DB = BENCH MARK DISK
 GG0165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0165_STAMPING: A 164 1934
 GG0165_MARK LOGO: CGS
 GG0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0165
 GG0165  HISTORY     - Date     Condition        Report By
 GG0165  HISTORY     - 1934     MONUMENTED       CGS
 GG0165  HISTORY     - 1960     GOOD             CGS
 GG0165
 GG0165                          STATION DESCRIPTION
 GG0165
 GG0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0165'3.5 MI N FROM SCRAPER.
 GG0165'3.5 MILES NORTH OF, ALONG ST. HWY. 10, FROM POST OFFICE.  ABOUT
 GG0165'200 FEET SOUTHWEST OF ROAD LEADING UP DRAW TO UNPAINTED FRAME
 GG0165'FARM HOUSE, ABOUT 200 FEET SOUTHWEST OF CULVERT UNDER HIGHWAY
 GG0165'AND IN CENTER OF HWY. CURVE, 60 FEET SOUTHWEST OF OLD ABANDONED
 GG0165'METAL AUTOMOBILE BODY, 48 FEET SOUTHWEST OF CENTERLINE OF ROAD
 GG0165'LEADING UPHILL FROM HIGHWAY, 36 FEET SOUTH OF SOUTHEAST END OF
 GG0165'METAL PIPE CULVERT UNDER HIGHWAY, 36 FEET SOUTHEAST OF CENTERLINE
 GG0165'OF ST. HWY. 10.  TABLET SET IN PRECAST CONCRETE POST.  NOTE-- 1 FT
 GG0165'NW OF YARD FENCE.
 GG0165
 GG0165                          STATION RECOVERY (1960)
 GG0165
 GG0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0427 ***********************************************************************
 FH0427  DESIGNATION -  A 165
 FH0427  PID         -  FH0427
 FH0427  STATE/COUNTY-  OK/ADAIR
 FH0427  COUNTRY     -  US
 FH0427  USGS QUAD   -  PROCTOR (2019)
 FH0427
 FH0427                         *CURRENT SURVEY CONTROL
 FH0427  ______________________________________________________________________
 FH0427* NAD 83(1986) POSITION- 35 57 49.     (N) 094 46 43.     (W)   SCALED
 FH0427* NAVD 88 ORTHO HEIGHT -   240.178 (meters)      787.98  (feet) ADJUSTED
 FH0427  ______________________________________________________________________
 FH0427  GEOID HEIGHT    -        -28.754 (meters)                     GEOID18
 FH0427  DYNAMIC HEIGHT  -        239.963 (meters)      787.28  (feet) COMP
 FH0427  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 FH0427
 FH0427  VERT ORDER      -  SECOND    CLASS 0
 FH0427
 FH0427.The horizontal coordinates were scaled from a map and have
 FH0427.an estimated accuracy of +/- 6 seconds.
 FH0427
 FH0427.The orthometric height was determined by differential leveling and
 FH0427.adjusted by the NATIONAL GEODETIC SURVEY
 FH0427.in June 1991.
 FH0427
 FH0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0427.GEOID18 height accuracy estimate available here.
 FH0427
 FH0427.Click photographs - Photos may exist for this station.
 FH0427
 FH0427.The dynamic height is computed by dividing the NAVD 88
 FH0427.geopotential number by the normal gravity value computed on the
 FH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0427.degrees latitude (g = 980.6199 gals.).
 FH0427
 FH0427.The modeled gravity was interpolated from observed gravity values.
 FH0427
 FH0427;                    North         East    Units  Estimated Accuracy
 FH0427;SPC OK N     -   111,740.      890,520.      MT  (+/- 180 meters Scaled)
 FH0427
 FH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV396813(NAD 83)
 FH0427
 FH0427                          SUPERSEDED SURVEY CONTROL
 FH0427
 FH0427  NGVD 29 (??/??/92)  240.033  (m)          787.51   (f) ADJ UNCH    2 0
 FH0427
 FH0427.Superseded values are not recommended for survey control.
 FH0427
 FH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0427.See file dsdata.pdf to determine how the superseded data were derived.
 FH0427
 FH0427_MARKER: DB = BENCH MARK DISK
 FH0427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0427_STAMPING: A 165 1934
 FH0427_MARK LOGO: CGS
 FH0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0427
 FH0427  HISTORY     - Date     Condition        Report By
 FH0427  HISTORY     - 1934     MONUMENTED       CGS
 FH0427  HISTORY     - 1960     GOOD             CGS
 FH0427
 FH0427                          STATION DESCRIPTION
 FH0427
 FH0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0427'AT PROCTOR.
 FH0427'AT PROCTOR, ALONG S.L. AND S.F.RY FROM STATION, ABOUT 300 FEET EAST
 FH0427'OF EAST END OF ST. LOUIS AND SAN FRANCISCO RY. STATION, 130 FEET
 FH0427'EAST OF M.P. 400, 49 FEET NORTHEAST OF CENTERLINE OF ST. LOUIS AND
 FH0427'SAN FRANCISCO RY. TRACK, 49 FEET NORTH OF SWITCH STAND, 4.5 FEET
 FH0427'SOUTHEAST OF WEST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0427'POST.
 FH0427
 FH0427                          STATION RECOVERY (1960)
 FH0427
 FH0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0638 ***********************************************************************
 EK0638  DESIGNATION -  A 166
 EK0638  PID         -  EK0638
 EK0638  STATE/COUNTY-  OK/PITTSBURG
 EK0638  COUNTRY     -  US
 EK0638  USGS QUAD   -  HAYWOOD (2018)
 EK0638
 EK0638                         *CURRENT SURVEY CONTROL
 EK0638  ______________________________________________________________________
 EK0638* NAD 83(1986) POSITION- 34 53 31.     (N) 095 59 14.     (W)   SCALED
 EK0638* NAVD 88 ORTHO HEIGHT -   210.063 (meters)      689.18  (feet) ADJUSTED
 EK0638  ______________________________________________________________________
 EK0638  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 EK0638  DYNAMIC HEIGHT  -        209.853 (meters)      688.49  (feet) COMP
 EK0638  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 EK0638
 EK0638  VERT ORDER      -  SECOND    CLASS 0
 EK0638
 EK0638.The horizontal coordinates were scaled from a map and have
 EK0638.an estimated accuracy of +/- 6 seconds.
 EK0638
 EK0638.The orthometric height was determined by differential leveling and
 EK0638.adjusted by the NATIONAL GEODETIC SURVEY
 EK0638.in June 1991.
 EK0638
 EK0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0638.GEOID18 height accuracy estimate available here.
 EK0638
 EK0638.Click photographs - Photos may exist for this station.
 EK0638
 EK0638.The dynamic height is computed by dividing the NAVD 88
 EK0638.geopotential number by the normal gravity value computed on the
 EK0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0638.degrees latitude (g = 980.6199 gals.).
 EK0638
 EK0638.The modeled gravity was interpolated from observed gravity values.
 EK0638
 EK0638;                    North         East    Units  Estimated Accuracy
 EK0638;SPC OK S     -   174,720.      783,960.      MT  (+/- 180 meters Scaled)
 EK0638
 EK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU270651(NAD 83)
 EK0638
 EK0638                          SUPERSEDED SURVEY CONTROL
 EK0638
 EK0638  NGVD 29 (??/??/92)  209.949  (m)          688.81   (f) ADJ UNCH    2 0
 EK0638
 EK0638.Superseded values are not recommended for survey control.
 EK0638
 EK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0638.See file dsdata.pdf to determine how the superseded data were derived.
 EK0638
 EK0638_MARKER: DB = BENCH MARK DISK
 EK0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0638_SP_SET: BRIDGE
 EK0638_STAMPING: A 166 1934
 EK0638_MARK LOGO: CGS
 EK0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0638
 EK0638  HISTORY     - Date     Condition        Report By
 EK0638  HISTORY     - 1934     MONUMENTED       CGS
 EK0638
 EK0638                          STATION DESCRIPTION
 EK0638
 EK0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0638'2.3 MI W FROM HAYWOOD.
 EK0638'2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0638'RAILWAY FROM THE STATION AT HAYWOOD, PITTSBURG COUNTY, 0.3
 EK0638'MILE EAST OF THE SIDING AT WHITES, 0.1 MILE EAST OF MILEPOST
 EK0638'380, AT A CONCRETE BRIDGE OVER A COUNTY ROAD, IN THE TOP OF
 EK0638'THE NORTH SIDE WALL, 1.6 FEET WEST OF THE EAST END, 1.0 FOOT
 EK0638'SOUTH OF THE NORTH EDGE, AND 24.2 FEET NORTH OF THE CENTERLINE
 EK0638'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED A 166 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0394 ***********************************************************************
 EK0394  DESIGNATION -  A 167
 EK0394  PID         -  EK0394
 EK0394  STATE/COUNTY-  OK/LE FLORE
 EK0394  COUNTRY     -  US
 EK0394  USGS QUAD   -  WISTER (2018)
 EK0394
 EK0394                         *CURRENT SURVEY CONTROL
 EK0394  ______________________________________________________________________
 EK0394* NAD 83(1986) POSITION- 34 57 24.     (N) 094 37 40.     (W)   SCALED
 EK0394* NAVD 88 ORTHO HEIGHT -   146.582 (meters)      480.91  (feet) ADJUSTED
 EK0394  ______________________________________________________________________
 EK0394  GEOID HEIGHT    -        -31.556 (meters)                     GEOID18
 EK0394  DYNAMIC HEIGHT  -        146.432 (meters)      480.42  (feet) COMP
 EK0394  MODELED GRAVITY -    979,609.2   (mgal)                       NAVD 88
 EK0394
 EK0394  VERT ORDER      -  SECOND    CLASS 0
 EK0394
 EK0394.The horizontal coordinates were scaled from a map and have
 EK0394.an estimated accuracy of +/- 6 seconds.
 EK0394
 EK0394.The orthometric height was determined by differential leveling and
 EK0394.adjusted by the NATIONAL GEODETIC SURVEY
 EK0394.in June 1991.
 EK0394
 EK0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0394.GEOID18 height accuracy estimate available here.
 EK0394
 EK0394.Click photographs - Photos may exist for this station.
 EK0394
 EK0394.The dynamic height is computed by dividing the NAVD 88
 EK0394.geopotential number by the normal gravity value computed on the
 EK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0394.degrees latitude (g = 980.6199 gals.).
 EK0394
 EK0394.The modeled gravity was interpolated from observed gravity values.
 EK0394
 EK0394;                    North         East    Units  Estimated Accuracy
 EK0394;SPC OK S     -   185,210.      907,940.      MT  (+/- 180 meters Scaled)
 EK0394
 EK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU513694(NAD 83)
 EK0394
 EK0394                          SUPERSEDED SURVEY CONTROL
 EK0394
 EK0394  NGVD 29 (??/??/92)  146.482  (m)          480.58   (f) ADJ UNCH    2 0
 EK0394
 EK0394.Superseded values are not recommended for survey control.
 EK0394
 EK0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0394.See file dsdata.pdf to determine how the superseded data were derived.
 EK0394
 EK0394_MARKER: DB = BENCH MARK DISK
 EK0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0394_STAMPING: A 167 1934
 EK0394_MARK LOGO: CGS
 EK0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0394+STABILITY: SURFACE MOTION
 EK0394
 EK0394  HISTORY     - Date     Condition        Report By
 EK0394  HISTORY     - 1934     MONUMENTED       CGS
 EK0394  HISTORY     - 1959     GOOD             CGS
 EK0394
 EK0394                          STATION DESCRIPTION
 EK0394
 EK0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0394'AT HOWE.
 EK0394'AT HOWE, LE FLORE COUNTY, ABOUT 240 FEET SOUTHWEST OF THE SOUTHWEST
 EK0394'END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 EK0394'ABOUT 258 FEET SOUTHWEST OF MILEPOST 295+15, ABOUT 315 FEET
 EK0394'SOUTHWEST OF THE KANSAS CITY SOUTHERN RAILWAY TRACK, ABOUT 135
 EK0394'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 270, 6.5 FEET
 EK0394'SOUTH OF THE SOUTHWEST ROCK ISLAND HOME INTERLOCKING SIGNAL,
 EK0394'5.9 FEET NORTH OF A POLE, 22.3 FEET SOUTHEAST OF THE CENTER LINE
 EK0394'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY MAIN TRACK, AND
 EK0394'21 FEET NORTH OF THE CENTER LINE OF THE TRANSFER TRACK.  A
 EK0394'STANDARD DISK, STAMPED A 167 1934 AND SET IN THE TOP OF A
 EK0394'CONCRETE POST.
 EK0394
 EK0394                          STATION RECOVERY (1959)
 EK0394
 EK0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0374 ***********************************************************************
 EK0374  DESIGNATION -  A 168
 EK0374  PID         -  EK0374
 EK0374  STATE/COUNTY-  OK/LE FLORE
 EK0374  COUNTRY     -  US
 EK0374  USGS QUAD   -  HEAVENER (2018)
 EK0374
 EK0374                         *CURRENT SURVEY CONTROL
 EK0374  ______________________________________________________________________
 EK0374* NAD 83(1986) POSITION- 34 53 21.8    (N) 094 36 02.2    (W)   HD_HELD2
 EK0374* NAVD 88 ORTHO HEIGHT -   170.782 (meters)      560.31  (feet) ADJUSTED
 EK0374  ______________________________________________________________________
 EK0374  GEOID HEIGHT    -        -31.568 (meters)                     GEOID18
 EK0374  DYNAMIC HEIGHT  -        170.604 (meters)      559.72  (feet) COMP
 EK0374  MODELED GRAVITY -    979,592.6   (mgal)                       NAVD 88
 EK0374
 EK0374  VERT ORDER      -  SECOND    CLASS 0
 EK0374
 EK0374.The horizontal coordinates were established by autonomous hand held GPS
 EK0374.observations and have an estimated accuracy of +/- 10 meters.
 EK0374
 EK0374.The orthometric height was determined by differential leveling and
 EK0374.adjusted by the NATIONAL GEODETIC SURVEY
 EK0374.in June 1991.
 EK0374
 EK0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0374.GEOID18 height accuracy estimate available here.
 EK0374
 EK0374.Click photographs - Photos may exist for this station.
 EK0374
 EK0374.The dynamic height is computed by dividing the NAVD 88
 EK0374.geopotential number by the normal gravity value computed on the
 EK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0374.degrees latitude (g = 980.6199 gals.).
 EK0374
 EK0374.The modeled gravity was interpolated from observed gravity values.
 EK0374
 EK0374;                    North         East    Units  Estimated Accuracy
 EK0374;SPC OK S     -   177,836.      910,667.      MT  (+/- 10 meters HH2 GPS)
 EK0374
 EK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5373861945(NAD 83)
 EK0374
 EK0374                          SUPERSEDED SURVEY CONTROL
 EK0374
 EK0374  NGVD 29 (??/??/92)  170.677  (m)          559.96   (f) ADJ UNCH    2 0
 EK0374
 EK0374.Superseded values are not recommended for survey control.
 EK0374
 EK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0374.See file dsdata.pdf to determine how the superseded data were derived.
 EK0374
 EK0374_MARKER: DB = BENCH MARK DISK
 EK0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0374_SP_SET: BUILDING
 EK0374_STAMPING: A 168 1934
 EK0374_MARK LOGO: CGS
 EK0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0374+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0374
 EK0374  HISTORY     - Date     Condition        Report By
 EK0374  HISTORY     - 1934     MONUMENTED       CGS
 EK0374  HISTORY     - 1959     GOOD             CGS
 EK0374  HISTORY     - 20080719 GOOD             GEOCAC
 EK0374  HISTORY     - 20101107 GOOD             GEOCAC
 EK0374
 EK0374                          STATION DESCRIPTION
 EK0374
 EK0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0374'IN HEAVENER.
 EK0374'IN THE TOWN OF HEAVENER VERTICAL BRONZE TABLET IN WEST BRICK
 EK0374'WALL OF CITY HALL, 57.4 FEET SOUTH OF CENTERLINE OF AVENUE C,
 EK0374'45.5 FEET EAST OF CENTERLINE OF FIRST EAST ST., 19.7 FEET SOUTH
 EK0374'OF NORTHWEST CORNER OF BUILDING, 5.5 FEET NORTH OF CENTERLINE
 EK0374'OF CENTER MAIN ENTRANCE, 3.4 FEET ABOVE SIDEWALK.
 EK0374
 EK0374                          STATION RECOVERY (1959)
 EK0374
 EK0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0374'RECOVERED IN GOOD CONDITION.
 EK0374
 EK0374                          STATION RECOVERY (2008)
 EK0374
 EK0374'RECOVERY NOTE BY GEOCACHING 2008 (CB)
 EK0374'GEOCAC FIRST RECOVERY MARK IS EAST OF LISTED COORDINATES.
 EK0374'HH1 34 53' 21.80880'',-94 36' 03.29760''.
 EK0374'MARK IN GOOD SHAPE.
 EK0374
 EK0374                          STATION RECOVERY (2010)
 EK0374
 EK0374'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0201 ***********************************************************************
 FK0201  DESIGNATION -  A 170
 FK0201  PID         -  FK0201
 FK0201  STATE/COUNTY-  OK/CUSTER
 FK0201  COUNTRY     -  US
 FK0201  USGS QUAD   -  CLINTON (2018)
 FK0201
 FK0201                         *CURRENT SURVEY CONTROL
 FK0201  ______________________________________________________________________
 FK0201* NAD 83(1986) POSITION- 35 32 23.     (N) 098 54 02.     (W)   SCALED
 FK0201* NAVD 88 ORTHO HEIGHT -   480.813 (meters)     1577.47  (feet) ADJUSTED
 FK0201  ______________________________________________________________________
 FK0201  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 FK0201  DYNAMIC HEIGHT  -        480.333 (meters)     1575.89  (feet) COMP
 FK0201  MODELED GRAVITY -    979,620.8   (mgal)                       NAVD 88
 FK0201
 FK0201  VERT ORDER      -  FIRST     CLASS II
 FK0201
 FK0201.The horizontal coordinates were scaled from a map and have
 FK0201.an estimated accuracy of +/- 6 seconds.
 FK0201
 FK0201.The orthometric height was determined by differential leveling and
 FK0201.adjusted by the NATIONAL GEODETIC SURVEY
 FK0201.in June 1991.
 FK0201
 FK0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0201.GEOID18 height accuracy estimate available here.
 FK0201
 FK0201.Click photographs - Photos may exist for this station.
 FK0201
 FK0201.The dynamic height is computed by dividing the NAVD 88
 FK0201.geopotential number by the normal gravity value computed on the
 FK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0201.degrees latitude (g = 980.6199 gals.).
 FK0201
 FK0201.The modeled gravity was interpolated from observed gravity values.
 FK0201
 FK0201;                    North         East    Units  Estimated Accuracy
 FK0201;SPC OK N     -    60,260.      518,330.      MT  (+/- 180 meters Scaled)
 FK0201
 FK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE090329(NAD 83)
 FK0201
 FK0201                          SUPERSEDED SURVEY CONTROL
 FK0201
 FK0201  NGVD 29 (??/??/92)  480.607  (m)         1576.79   (f) ADJ UNCH    1 2
 FK0201
 FK0201.Superseded values are not recommended for survey control.
 FK0201
 FK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0201.See file dsdata.pdf to determine how the superseded data were derived.
 FK0201
 FK0201_MARKER: DB = BENCH MARK DISK
 FK0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0201_STAMPING: A 170 1953
 FK0201_MARK LOGO: CGS
 FK0201_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0201+STABILITY: SURFACE MOTION
 FK0201
 FK0201  HISTORY     - Date     Condition        Report By
 FK0201  HISTORY     - 1953     MONUMENTED       CGS
 FK0201  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0201
 FK0201                          STATION DESCRIPTION
 FK0201
 FK0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0201'5 MI NE FROM CLINTON.
 FK0201'5.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0201'RAILROAD FROM THE STATION AT CLINTON, 0.2 MILE WEST OF A PRIVATE
 FK0201'ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 28.6 FEET
 FK0201'NORTHWEST OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A FENCE, 2 FEET
 FK0201'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0201'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FK0201
 FK0201                          STATION RECOVERY (1981)
 FK0201
 FK0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0006 ***********************************************************************
 FK0006  DESIGNATION -  A 171
 FK0006  PID         -  FK0006
 FK0006  STATE/COUNTY-  OK/CANADIAN
 FK0006  COUNTRY     -  US
 FK0006  USGS QUAD   -  FORT RENO (2018)
 FK0006
 FK0006                         *CURRENT SURVEY CONTROL
 FK0006  ______________________________________________________________________
 FK0006* NAD 83(1986) POSITION- 35 35 29.     (N) 098 04 57.     (W)   SCALED
 FK0006* NAVD 88 ORTHO HEIGHT -   414.298 (meters)     1359.24  (feet) ADJUSTED
 FK0006  ______________________________________________________________________
 FK0006  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 FK0006  DYNAMIC HEIGHT  -        413.898 (meters)     1357.93  (feet) COMP
 FK0006  MODELED GRAVITY -    979,657.2   (mgal)                       NAVD 88
 FK0006
 FK0006  VERT ORDER      -  FIRST     CLASS II
 FK0006
 FK0006.The horizontal coordinates were scaled from a map and have
 FK0006.an estimated accuracy of +/- 6 seconds.
 FK0006
 FK0006.The orthometric height was determined by differential leveling and
 FK0006.adjusted by the NATIONAL GEODETIC SURVEY
 FK0006.in June 1991.
 FK0006
 FK0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0006.GEOID18 height accuracy estimate available here.
 FK0006
 FK0006.Click photographs - Photos may exist for this station.
 FK0006
 FK0006.The dynamic height is computed by dividing the NAVD 88
 FK0006.geopotential number by the normal gravity value computed on the
 FK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0006.degrees latitude (g = 980.6199 gals.).
 FK0006
 FK0006.The modeled gravity was interpolated from observed gravity values.
 FK0006
 FK0006;                    North         East    Units  Estimated Accuracy
 FK0006;SPC OK N     -    65,620.      592,520.      MT  (+/- 180 meters Scaled)
 FK0006
 FK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE831390(NAD 83)
 FK0006
 FK0006                          SUPERSEDED SURVEY CONTROL
 FK0006
 FK0006  NGVD 29 (??/??/92)  414.122  (m)         1358.67   (f) ADJ UNCH    1 2
 FK0006
 FK0006.Superseded values are not recommended for survey control.
 FK0006
 FK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0006.See file dsdata.pdf to determine how the superseded data were derived.
 FK0006
 FK0006_MARKER: DB = BENCH MARK DISK
 FK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0006_STAMPING: A 171 1953
 FK0006_MARK LOGO: CGS
 FK0006_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0006+STABILITY: SURFACE MOTION
 FK0006
 FK0006  HISTORY     - Date     Condition        Report By
 FK0006  HISTORY     - 1953     MONUMENTED       CGS
 FK0006  HISTORY     - 1975     POOR             USGS
 FK0006
 FK0006                          STATION DESCRIPTION
 FK0006
 FK0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0006'8.4 MI W FROM EL RENO.
 FK0006'8.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0006'RAILROAD FROM THE STATION AT EL RENO, 35.6 FEET WEST OF MILEPOST
 FK0006'521, 45 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE,
 FK0006'3.6 FEET WEST OF A WITNESS POST, 0.1 MILE EAST OF A DIRT ROAD
 FK0006'CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FK0006'FOOT ABOVE THE GROUND.
 FK0006
 FK0006                          STATION RECOVERY (1975)
 FK0006
 FK0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FK0006'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0029 ***********************************************************************
 FK0029  DESIGNATION -  A 172
 FK0029  PID         -  FK0029
 FK0029  STATE/COUNTY-  OK/BLAINE
 FK0029  COUNTRY     -  US
 FK0029  USGS QUAD   -  BRIDGEPORT (2018)
 FK0029
 FK0029                         *CURRENT SURVEY CONTROL
 FK0029  ______________________________________________________________________
 FK0029* NAD 83(1986) POSITION- 35 34 02.82   (N) 098 22 43.45   (W)   HD_HELD1
 FK0029* NAVD 88 ORTHO HEIGHT -   430.710 (meters)     1413.09  (feet) ADJUSTED
 FK0029  ______________________________________________________________________
 FK0029  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 FK0029  DYNAMIC HEIGHT  -        430.286 (meters)     1411.70  (feet) COMP
 FK0029  MODELED GRAVITY -    979,636.2   (mgal)                       NAVD 88
 FK0029
 FK0029  VERT ORDER      -  FIRST     CLASS II
 FK0029
 FK0029.The horizontal coordinates were determined by differentially corrected
 FK0029.hand held GPS observations or other comparable positioning techniques
 FK0029.and have an estimated accuracy of +/- 3 meters.
 FK0029
 FK0029.The orthometric height was determined by differential leveling and
 FK0029.adjusted by the NATIONAL GEODETIC SURVEY
 FK0029.in June 1991.
 FK0029
 FK0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0029.GEOID18 height accuracy estimate available here.
 FK0029
 FK0029.Click photographs - Photos may exist for this station.
 FK0029
 FK0029.The dynamic height is computed by dividing the NAVD 88
 FK0029.geopotential number by the normal gravity value computed on the
 FK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0029.degrees latitude (g = 980.6199 gals.).
 FK0029
 FK0029.The modeled gravity was interpolated from observed gravity values.
 FK0029
 FK0029;                    North         East    Units  Estimated Accuracy
 FK0029;SPC OK N     -    63,027.4     565,666.3     MT  (+/- 3 meters HH1 GPS) 
 FK0029
 FK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5629736151(NAD 83)
 FK0029
 FK0029                          SUPERSEDED SURVEY CONTROL
 FK0029
 FK0029  NGVD 29 (??/??/92)  430.520  (m)         1412.46   (f) ADJ UNCH    1 2
 FK0029
 FK0029.Superseded values are not recommended for survey control.
 FK0029
 FK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0029.See file dsdata.pdf to determine how the superseded data were derived.
 FK0029
 FK0029_MARKER: DB = BENCH MARK DISK
 FK0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0029_SP_SET: BRIDGE ABUTMENT
 FK0029_STAMPING: A 172 1953
 FK0029_MARK LOGO: CGS
 FK0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0029
 FK0029  HISTORY     - Date     Condition        Report By
 FK0029  HISTORY     - 1953     MONUMENTED       CGS
 FK0029
 FK0029                          STATION DESCRIPTION
 FK0029
 FK0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0029'7.2 MI SW FROM GEARY.
 FK0029'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 FK0029'ISLAND AND PACIFIC RAILROAD STATION AT GEARY, THENCE 3.9 MILES
 FK0029'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.8 MILES WEST ALONG
 FK0029'A GRADED DIRT ROAD, 5.8 FEET WEST OF THE WEST RAIL OF THE CHICAGO,
 FK0029'ROCK ISLAND AND PACIFIC RAILROAD, SET IN THE TOP OF THE WEST END
 FK0029'OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 5421 OVER THE
 FK0029'SOUTH CANADIAN RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0182 ***********************************************************************
 FK0182  DESIGNATION -  A 173
 FK0182  PID         -  FK0182
 FK0182  STATE/COUNTY-  OK/CUSTER
 FK0182  COUNTRY     -  US
 FK0182  USGS QUAD   -  WEATHERFORD (2018)
 FK0182
 FK0182                         *CURRENT SURVEY CONTROL
 FK0182  ______________________________________________________________________
 FK0182* NAD 83(1986) POSITION- 35 31 29.     (N) 098 41 39.     (W)   SCALED
 FK0182* NAVD 88 ORTHO HEIGHT -   493.597 (meters)     1619.41  (feet) ADJUSTED
 FK0182  ______________________________________________________________________
 FK0182  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 FK0182  DYNAMIC HEIGHT  -        493.107 (meters)     1617.80  (feet) COMP
 FK0182  MODELED GRAVITY -    979,625.6   (mgal)                       NAVD 88
 FK0182
 FK0182  VERT ORDER      -  FIRST     CLASS II
 FK0182
 FK0182.The horizontal coordinates were scaled from a map and have
 FK0182.an estimated accuracy of +/- 6 seconds.
 FK0182
 FK0182.The orthometric height was determined by differential leveling and
 FK0182.adjusted by the NATIONAL GEODETIC SURVEY
 FK0182.in June 1991.
 FK0182
 FK0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0182.GEOID18 height accuracy estimate available here.
 FK0182
 FK0182.Click photographs - Photos may exist for this station.
 FK0182
 FK0182.The dynamic height is computed by dividing the NAVD 88
 FK0182.geopotential number by the normal gravity value computed on the
 FK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0182.degrees latitude (g = 980.6199 gals.).
 FK0182
 FK0182.The modeled gravity was interpolated from observed gravity values.
 FK0182
 FK0182;                    North         East    Units  Estimated Accuracy
 FK0182;SPC OK N     -    58,450.      537,040.      MT  (+/- 180 meters Scaled)
 FK0182
 FK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE277312(NAD 83)
 FK0182
 FK0182                          SUPERSEDED SURVEY CONTROL
 FK0182
 FK0182  NGVD 29 (??/??/92)  493.389  (m)         1618.73   (f) ADJ UNCH    1 2
 FK0182
 FK0182.Superseded values are not recommended for survey control.
 FK0182
 FK0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0182.See file dsdata.pdf to determine how the superseded data were derived.
 FK0182
 FK0182_MARKER: DB = BENCH MARK DISK
 FK0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0182_STAMPING: A 173 1953
 FK0182_MARK LOGO: CGS
 FK0182_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0182+STABILITY: SURFACE MOTION
 FK0182
 FK0182  HISTORY     - Date     Condition        Report By
 FK0182  HISTORY     - 1953     MONUMENTED       CGS
 FK0182  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0182
 FK0182                          STATION DESCRIPTION
 FK0182
 FK0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0182'0.9 MI E FROM WEATHERFORD.
 FK0182'0.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0182'FROM THE STATION AT WEATHERFORD, 4 POLES EAST OF MILEPOST 562,
 FK0182'60 FEET WEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 45.6
 FK0182'FEET NORTHWEST OF THE NORTHWEST RAIL, 1.6 FEET SOUTHEAST OF A
 FK0182'FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 FK0182'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FK0182
 FK0182                          STATION RECOVERY (1984)
 FK0182
 FK0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0304 ***********************************************************************
 FK0304  DESIGNATION -  A 174
 FK0304  PID         -  FK0304
 FK0304  STATE/COUNTY-  OK/CUSTER
 FK0304  COUNTRY     -  US
 FK0304  USGS QUAD   -  DILL CITY NE (2018)
 FK0304
 FK0304                         *CURRENT SURVEY CONTROL
 FK0304  ______________________________________________________________________
 FK0304* NAD 83(1986) POSITION- 35 29 23.     (N) 099 04 59.     (W)   SCALED
 FK0304* NAVD 88 ORTHO HEIGHT -   467.695 (meters)     1534.43  (feet) ADJUSTED
 FK0304  ______________________________________________________________________
 FK0304  GEOID HEIGHT    -        -27.359 (meters)                     GEOID18
 FK0304  DYNAMIC HEIGHT  -        467.220 (meters)     1532.87  (feet) COMP
 FK0304  MODELED GRAVITY -    979,604.0   (mgal)                       NAVD 88
 FK0304
 FK0304  VERT ORDER      -  FIRST     CLASS II
 FK0304
 FK0304.The horizontal coordinates were scaled from a map and have
 FK0304.an estimated accuracy of +/- 6 seconds.
 FK0304
 FK0304.The orthometric height was determined by differential leveling and
 FK0304.adjusted by the NATIONAL GEODETIC SURVEY
 FK0304.in June 1991.
 FK0304
 FK0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0304.GEOID18 height accuracy estimate available here.
 FK0304
 FK0304.Click photographs - Photos may exist for this station.
 FK0304
 FK0304.The dynamic height is computed by dividing the NAVD 88
 FK0304.geopotential number by the normal gravity value computed on the
 FK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0304.degrees latitude (g = 980.6199 gals.).
 FK0304
 FK0304.The modeled gravity was interpolated from observed gravity values.
 FK0304
 FK0304;                    North         East    Units  Estimated Accuracy
 FK0304;SPC OK N     -    54,890.      501,720.      MT  (+/- 180 meters Scaled)
 FK0304
 FK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME924273(NAD 83)
 FK0304
 FK0304                          SUPERSEDED SURVEY CONTROL
 FK0304
 FK0304  NGVD 29 (??/??/92)  467.478  (m)         1533.72   (f) ADJ UNCH    1 2
 FK0304
 FK0304.Superseded values are not recommended for survey control.
 FK0304
 FK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0304.See file dsdata.pdf to determine how the superseded data were derived.
 FK0304
 FK0304_MARKER: DB = BENCH MARK DISK
 FK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0304_STAMPING: A 174 1953
 FK0304_MARK LOGO: CGS
 FK0304_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0304+STABILITY: SURFACE MOTION
 FK0304
 FK0304  HISTORY     - Date     Condition        Report By
 FK0304  HISTORY     - 1953     MONUMENTED       CGS
 FK0304  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0304
 FK0304                          STATION DESCRIPTION
 FK0304
 FK0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0304'5.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0304'RAILROAD FROM THE STATION AT FOSS, 21.6 FEET EAST OF THE 6TH
 FK0304'POLE NORTHEAST OF MILEPOST 589, 65 FEET NORTHEAST OF THE NORTHEAST
 FK0304'CORNER OF TRESTLE 5888, 0.15 MILE WEST OF A DIRT ROAD CROSSING,
 FK0304'45 FEET NORTH OF THE NORTH RAIL, 2.8 FEET SOUTH OF A FENCE,
 FK0304'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0304'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0304
 FK0304                          STATION RECOVERY (1981)
 FK0304
 FK0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0457 ***********************************************************************
 FK0457  DESIGNATION -  A 176
 FK0457  PID         -  FK0457
 FK0457  STATE/COUNTY-  OK/BECKHAM
 FK0457  COUNTRY     -  US
 FK0457  USGS QUAD   -  SAYRE (2018)
 FK0457
 FK0457                         *CURRENT SURVEY CONTROL
 FK0457  ______________________________________________________________________
 FK0457* NAD 83(1986) POSITION- 35 19 17.     (N) 099 38 14.     (W)   SCALED
 FK0457* NAVD 88 ORTHO HEIGHT -   586.412 (meters)     1923.92  (feet) ADJUSTED
 FK0457  ______________________________________________________________________
 FK0457  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 FK0457  DYNAMIC HEIGHT  -        585.803 (meters)     1921.92  (feet) COMP
 FK0457  MODELED GRAVITY -    979,576.2   (mgal)                       NAVD 88
 FK0457
 FK0457  VERT ORDER      -  FIRST     CLASS II
 FK0457
 FK0457.The horizontal coordinates were scaled from a map and have
 FK0457.an estimated accuracy of +/- 6 seconds.
 FK0457
 FK0457.The orthometric height was determined by differential leveling and
 FK0457.adjusted by the NATIONAL GEODETIC SURVEY
 FK0457.in June 1991.
 FK0457
 FK0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0457.GEOID18 height accuracy estimate available here.
 FK0457
 FK0457.Click photographs - Photos may exist for this station.
 FK0457
 FK0457.The dynamic height is computed by dividing the NAVD 88
 FK0457.geopotential number by the normal gravity value computed on the
 FK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0457.degrees latitude (g = 980.6199 gals.).
 FK0457
 FK0457.The modeled gravity was interpolated from observed gravity values.
 FK0457
 FK0457;                    North         East    Units  Estimated Accuracy
 FK0457;SPC OK S     -   221,740.      451,130.      MT  (+/- 180 meters Scaled)
 FK0457
 FK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME420088(NAD 83)
 FK0457
 FK0457                          SUPERSEDED SURVEY CONTROL
 FK0457
 FK0457  NGVD 29 (??/??/92)  586.169  (m)         1923.12   (f) ADJ UNCH    1 2
 FK0457
 FK0457.Superseded values are not recommended for survey control.
 FK0457
 FK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0457.See file dsdata.pdf to determine how the superseded data were derived.
 FK0457
 FK0457_MARKER: DB = BENCH MARK DISK
 FK0457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0457_SP_SET: CULVERT HEADWALL
 FK0457_STAMPING: A 176 1953
 FK0457_MARK LOGO: CGS
 FK0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0457+STABILITY: SURFACE MOTION
 FK0457
 FK0457  HISTORY     - Date     Condition        Report By
 FK0457  HISTORY     - 1953     MONUMENTED       CGS
 FK0457
 FK0457                          STATION DESCRIPTION
 FK0457
 FK0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0457'2 MI N FROM SAYRE.
 FK0457'1.0 MILE NORTH ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FK0457'ISLAND AND PACIFIC RAILROAD STATION AT SAYRE, THENCE 1.0 MILE
 FK0457'NORTH ALONG U.S. HIGHWAY 283, 15.4 FEET EAST OF THE CENTER LINE
 FK0457'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST
 FK0457'HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0435 ***********************************************************************
 FK0435  DESIGNATION -  A 177
 FK0435  PID         -  FK0435
 FK0435  STATE/COUNTY-  OK/BECKHAM
 FK0435  COUNTRY     -  US
 FK0435  USGS QUAD   -  TEXOLA (2018)
 FK0435
 FK0435                         *CURRENT SURVEY CONTROL
 FK0435  ______________________________________________________________________
 FK0435* NAD 83(1986) POSITION- 35 13 21.     (N) 099 55 46.     (W)   SCALED
 FK0435* NAVD 88 ORTHO HEIGHT -   618.776 (meters)     2030.10  (feet) ADJUSTED
 FK0435  ______________________________________________________________________
 FK0435  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 FK0435  DYNAMIC HEIGHT  -        618.149 (meters)     2028.04  (feet) COMP
 FK0435  MODELED GRAVITY -    979,600.2   (mgal)                       NAVD 88
 FK0435
 FK0435  VERT ORDER      -  FIRST     CLASS II
 FK0435
 FK0435.The horizontal coordinates were scaled from a map and have
 FK0435.an estimated accuracy of +/- 6 seconds.
 FK0435
 FK0435.The orthometric height was determined by differential leveling and
 FK0435.adjusted by the NATIONAL GEODETIC SURVEY
 FK0435.in June 1991.
 FK0435
 FK0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0435.GEOID18 height accuracy estimate available here.
 FK0435
 FK0435.Click photographs - Photos may exist for this station.
 FK0435
 FK0435.The dynamic height is computed by dividing the NAVD 88
 FK0435.geopotential number by the normal gravity value computed on the
 FK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0435.degrees latitude (g = 980.6199 gals.).
 FK0435
 FK0435.The modeled gravity was interpolated from observed gravity values.
 FK0435
 FK0435;                    North         East    Units  Estimated Accuracy
 FK0435;SPC OK S     -   211,240.      424,350.      MT  (+/- 180 meters Scaled)
 FK0435
 FK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD154981(NAD 83)
 FK0435
 FK0435                          SUPERSEDED SURVEY CONTROL
 FK0435
 FK0435  NGVD 29 (??/??/92)  618.545  (m)         2029.34   (f) ADJ UNCH    1 2
 FK0435
 FK0435.Superseded values are not recommended for survey control.
 FK0435
 FK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0435.See file dsdata.pdf to determine how the superseded data were derived.
 FK0435
 FK0435_MARKER: DB = BENCH MARK DISK
 FK0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0435_STAMPING: A 177 1953
 FK0435_MARK LOGO: CGS
 FK0435_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0435+STABILITY: SURFACE MOTION
 FK0435
 FK0435  HISTORY     - Date     Condition        Report By
 FK0435  HISTORY     - 1953     MONUMENTED       CGS
 FK0435  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0435
 FK0435                          STATION DESCRIPTION
 FK0435
 FK0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0435'3.6 MI W FROM ERICK.
 FK0435'3.65 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0435'RAILROAD FROM THE STATION AT ERICK, 0.55 MILE WEST OF MILEPOST
 FK0435'644, 119 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 FK0435'43 FEET NORTH OF THE NORTH RAIL, 13 FEET EAST OF A TELEPHONE
 FK0435'POLE, 4.3 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS
 FK0435'POST, 5 FEET BELOW THE TOP OF THE RAILS, 1.0 MILE EAST OF BENCH
 FK0435'MARK B 177, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0435'0.4 FOOT ABOVE THE GROUND.
 FK0435
 FK0435                          STATION RECOVERY (1987)
 FK0435
 FK0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0507 ***********************************************************************
 GH0507  DESIGNATION -  A 180
 GH0507  PID         -  GH0507
 GH0507  STATE/COUNTY-  OK/GRANT
 GH0507  COUNTRY     -  US
 GH0507  USGS QUAD   -  MEDFORD (2018)
 GH0507
 GH0507                         *CURRENT SURVEY CONTROL
 GH0507  ______________________________________________________________________
 GH0507* NAD 83(1986) POSITION- 36 49 02.     (N) 097 44 55.     (W)   SCALED
 GH0507* NAVD 88 ORTHO HEIGHT -   333.979 (meters)     1095.73  (feet) ADJUSTED
 GH0507  ______________________________________________________________________
 GH0507  GEOID HEIGHT    -        -28.130 (meters)                     GEOID18
 GH0507  DYNAMIC HEIGHT  -        333.700 (meters)     1094.81  (feet) COMP
 GH0507  MODELED GRAVITY -    979,786.9   (mgal)                       NAVD 88
 GH0507
 GH0507  VERT ORDER      -  FIRST     CLASS II
 GH0507
 GH0507.The horizontal coordinates were scaled from a map and have
 GH0507.an estimated accuracy of +/- 6 seconds.
 GH0507
 GH0507.The orthometric height was determined by differential leveling and
 GH0507.adjusted by the NATIONAL GEODETIC SURVEY
 GH0507.in June 1991.
 GH0507
 GH0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0507.GEOID18 height accuracy estimate available here.
 GH0507
 GH0507.Click photographs - Photos may exist for this station.
 GH0507
 GH0507.The dynamic height is computed by dividing the NAVD 88
 GH0507.geopotential number by the normal gravity value computed on the
 GH0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0507.degrees latitude (g = 980.6199 gals.).
 GH0507
 GH0507.The modeled gravity was interpolated from observed gravity values.
 GH0507
 GH0507;                    North         East    Units  Estimated Accuracy
 GH0507;SPC OK N     -   201,660.      622,430.      MT  (+/- 180 meters Scaled)
 GH0507
 GH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF116753(NAD 83)
 GH0507
 GH0507                          SUPERSEDED SURVEY CONTROL
 GH0507
 GH0507  NGVD 29 (??/??/92)  333.858  (m)         1095.33   (f) ADJ UNCH    1 2
 GH0507
 GH0507.Superseded values are not recommended for survey control.
 GH0507
 GH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0507.See file dsdata.pdf to determine how the superseded data were derived.
 GH0507
 GH0507_MARKER: DB = BENCH MARK DISK
 GH0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0507_STAMPING: A 180 1953
 GH0507_MARK LOGO: CGS
 GH0507_PROJECTION: FLUSH
 GH0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0507+STABILITY: SURFACE MOTION
 GH0507
 GH0507  HISTORY     - Date     Condition        Report By
 GH0507  HISTORY     - 1953     MONUMENTED       CGS
 GH0507  HISTORY     - 1985     GOOD             NGS
 GH0507
 GH0507                          STATION DESCRIPTION
 GH0507
 GH0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0507'0.8 MI NW FROM MEDFORD.
 GH0507'0.8 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0507'RAILROAD FROM THE STATION AT MEDFORD, 4 POLES SOUTHEAST OF A
 GH0507'ROAD CROSSING, 2 POLES NORTHWEST OF BRIDGE 101, 45 FEET SOUTHWEST
 GH0507'OF THE SOUTHWEST RAIL, 14 FEET NORTHWEST OF A TELEPHONE POLE,
 GH0507'2 FEET NORTHEAST OF A FENCE, 2.5 FEET SOUTHEAST OF A WITNESS
 GH0507'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GH0507'ABOVE THE GROUND.
 GH0507
 GH0507                          STATION RECOVERY (1985)
 GH0507
 GH0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0507'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.95
 GH0507'MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US HIGHWAY 81 AT
 GH0507'MEDFORD, THENCE 0.8 KM (0.5 MI) NORTH ALONG A DIRT ROAD, THENCE 0.16
 GH0507'KM (0.1 MI) SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0507'RAILROAD, 4 POLES SOUTHEAST OF THE ROAD CROSSING, 13.7 METERS (45 FT)
 GH0507'SOUTHWEST OF THE SOUTHWEST RAIL, 0.61 METER (2 FT) NORTHEAST OF A
 GH0507'FENCE AND 4.3 METERS (14 FT) NORTHWEST OF A TELEPHONE POLE.
 GH0507'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 GH0507'THE MARK IS 0.3 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0483 ***********************************************************************
 GH0483  DESIGNATION -  A 182
 GH0483  PID         -  GH0483
 GH0483  STATE/COUNTY-  OK/GRANT
 GH0483  COUNTRY     -  US
 GH0483  USGS QUAD   -  KREMLIN (2018)
 GH0483
 GH0483                         *CURRENT SURVEY CONTROL
 GH0483  ______________________________________________________________________
 GH0483* NAD 83(1986) POSITION- 36 35 36.     (N) 097 49 16.     (W)   SCALED
 GH0483* NAVD 88 ORTHO HEIGHT -   328.670 (meters)     1078.31  (feet) ADJUSTED
 GH0483  ______________________________________________________________________
 GH0483  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 GH0483  DYNAMIC HEIGHT  -        328.389 (meters)     1077.39  (feet) COMP
 GH0483  MODELED GRAVITY -    979,767.2   (mgal)                       NAVD 88
 GH0483
 GH0483  VERT ORDER      -  FIRST     CLASS II
 GH0483
 GH0483.The horizontal coordinates were scaled from a map and have
 GH0483.an estimated accuracy of +/- 6 seconds.
 GH0483
 GH0483.The orthometric height was determined by differential leveling and
 GH0483.adjusted by the NATIONAL GEODETIC SURVEY
 GH0483.in June 1991.
 GH0483
 GH0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0483.GEOID18 height accuracy estimate available here.
 GH0483
 GH0483.Click photographs - Photos may exist for this station.
 GH0483
 GH0483.The dynamic height is computed by dividing the NAVD 88
 GH0483.geopotential number by the normal gravity value computed on the
 GH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0483.degrees latitude (g = 980.6199 gals.).
 GH0483
 GH0483.The modeled gravity was interpolated from observed gravity values.
 GH0483
 GH0483;                    North         East    Units  Estimated Accuracy
 GH0483;SPC OK N     -   176,800.      616,010.      MT  (+/- 180 meters Scaled)
 GH0483
 GH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF054504(NAD 83)
 GH0483
 GH0483                          SUPERSEDED SURVEY CONTROL
 GH0483
 GH0483  NGVD 29 (??/??/92)  328.546  (m)         1077.90   (f) ADJ UNCH    1 2
 GH0483
 GH0483.Superseded values are not recommended for survey control.
 GH0483
 GH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0483.See file dsdata.pdf to determine how the superseded data were derived.
 GH0483
 GH0483_MARKER: DB = BENCH MARK DISK
 GH0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0483_STAMPING: A 182 1953
 GH0483_MARK LOGO: CGS
 GH0483_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0483+STABILITY: SURFACE MOTION
 GH0483
 GH0483  HISTORY     - Date     Condition        Report By
 GH0483  HISTORY     - 1953     MONUMENTED       CGS
 GH0483  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0483
 GH0483                          STATION DESCRIPTION
 GH0483
 GH0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0483'3.2 MI N FROM KREMLIN.
 GH0483'3.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0483'RAILROAD FROM THE STATION AT KREMLIN, AT THE GARFIELD AND GRANT
 GH0483'COUNTY LINE, 37 FEET NORTH OF THE CENTER LINE OF A ROAD, 45 FEET
 GH0483'EAST OF THE EAST RAIL, 3 FEET SOUTH OF A TELEPHONE POLE, 3.4
 GH0483'FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST, SET
 GH0483'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0483'GROUND.
 GH0483
 GH0483                          STATION RECOVERY (1985)
 GH0483
 GH0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0483'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0448 ***********************************************************************
 GH0448  DESIGNATION -  A 183
 GH0448  PID         -  GH0448
 GH0448  STATE/COUNTY-  OK/GARFIELD
 GH0448  COUNTRY     -  US
 GH0448  USGS QUAD   -  ENID EAST (2018)
 GH0448
 GH0448                         *CURRENT SURVEY CONTROL
 GH0448  ______________________________________________________________________
 GH0448* NAD 83(1986) POSITION- 36 23 00.     (N) 097 47 04.     (W)   SCALED
 GH0448* NAVD 88 ORTHO HEIGHT -   353.551 (meters)     1159.94  (feet) ADJUSTED
 GH0448  ______________________________________________________________________
 GH0448  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 GH0448  DYNAMIC HEIGHT  -        353.240 (meters)     1158.92  (feet) COMP
 GH0448  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 GH0448
 GH0448  VERT ORDER      -  FIRST     CLASS II
 GH0448
 GH0448.This mark is at Enid Woodring Municipal Airport (WDG)
 GH0448
 GH0448.The horizontal coordinates were scaled from a map and have
 GH0448.an estimated accuracy of +/- 6 seconds.
 GH0448
 GH0448.The orthometric height was determined by differential leveling and
 GH0448.adjusted by the NATIONAL GEODETIC SURVEY
 GH0448.in June 1991.
 GH0448
 GH0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0448.GEOID18 height accuracy estimate available here.
 GH0448
 GH0448.Click photographs - Photos may exist for this station.
 GH0448
 GH0448.The dynamic height is computed by dividing the NAVD 88
 GH0448.geopotential number by the normal gravity value computed on the
 GH0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0448.degrees latitude (g = 980.6199 gals.).
 GH0448
 GH0448.The modeled gravity was interpolated from observed gravity values.
 GH0448
 GH0448;                    North         East    Units  Estimated Accuracy
 GH0448;SPC OK N     -   153,510.      619,340.      MT  (+/- 180 meters Scaled)
 GH0448
 GH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF090271(NAD 83)
 GH0448
 GH0448                          SUPERSEDED SURVEY CONTROL
 GH0448
 GH0448  NGVD 29 (??/??/92)  353.417  (m)         1159.50   (f) ADJ UNCH    1 2
 GH0448
 GH0448.Superseded values are not recommended for survey control.
 GH0448
 GH0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0448.See file dsdata.pdf to determine how the superseded data were derived.
 GH0448
 GH0448_MARKER: DV = VERTICAL CONTROL DISK
 GH0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0448_SP_SET: TOWER BASE
 GH0448_STAMPING: A 183 1953
 GH0448_MARK LOGO: NGS
 GH0448_PROJECTION: RECESSED 3 CENTIMETERS
 GH0448_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 GH0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0448+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2023
 GH0448
 GH0448  HISTORY     - Date     Condition        Report By
 GH0448  HISTORY     - 1953     MONUMENTED       CGS
 GH0448  HISTORY     - 1974     GOOD             NGS
 GH0448  HISTORY     - 1978     GOOD             NGS
 GH0448  HISTORY     - 20231019 GOOD             LOCSUR
 GH0448
 GH0448                          STATION DESCRIPTION
 GH0448
 GH0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0448'5.5 MI SE FROM ENID.
 GH0448'4.7 MILES EAST ALONG U.S. HIGHWAY 64 AND STATE HIGHWAY 15
 GH0448'FROM ITS JUNCTION WITH U.S. HIGHWAY 81 AT ENID, THENCE 0.8
 GH0448'MILE SOUTHEAST ALONG AN OILED ROAD, AT THE WOODRING AIRPORT,
 GH0448'0.1 FOOT BELOW THE TOP OF THE GROUND, SET IN THE TOP OF THE
 GH0448'CONCRETE BASE OF THE NORTHEAST LEG OF THE BEACON TOWER.
 GH0448
 GH0448                          STATION RECOVERY (1974)
 GH0448
 GH0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GH0448'RECOVERED IN GOOD CONDITION.
 GH0448
 GH0448                          STATION RECOVERY (1978)
 GH0448
 GH0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GH0448'RECOVERED IN GOOD CONDITION.
 GH0448
 GH0448                          STATION RECOVERY (2023)
 GH0448
 GH0448'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (ES)
 GH0448'BENCHMARK AND BEACON TOWER HAVE BEEN RELOCATED TO A DIFFERENT AREA OF
 GH0448'THE AIRFIELD, THE BENCHMARK IS CURRENTLY 0.1 BELOW GROUND AT THE
 GH0448'SOUTHEAST LEG OF BEACON TOWER, GPS DERIVED ELEVATION OF 1164.22 IS
 GH0448'CURRENT ELEVATION(PUBLISHED ELEVATION IS 1159.94).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0463 ***********************************************************************
 GH0463  DESIGNATION -  A 184
 GH0463  PID         -  GH0463
 GH0463  STATE/COUNTY-  OK/GARFIELD
 GH0463  COUNTRY     -  US
 GH0463  USGS QUAD   -  ENID WEST (2018)
 GH0463
 GH0463                         *CURRENT SURVEY CONTROL
 GH0463  ______________________________________________________________________
 GH0463* NAD 83(1986) POSITION- 36 26 26.     (N) 097 56 31.     (W)   SCALED
 GH0463* NAVD 88 ORTHO HEIGHT -   409.751 (meters)     1344.32  (feet) ADJUSTED
 GH0463  ______________________________________________________________________
 GH0463  GEOID HEIGHT    -        -27.710 (meters)                     GEOID18
 GH0463  DYNAMIC HEIGHT  -        409.391 (meters)     1343.14  (feet) COMP
 GH0463  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GH0463
 GH0463  VERT ORDER      -  FIRST     CLASS II
 GH0463
 GH0463.The horizontal coordinates were scaled from a map and have
 GH0463.an estimated accuracy of +/- 6 seconds.
 GH0463
 GH0463.The orthometric height was determined by differential leveling and
 GH0463.adjusted by the NATIONAL GEODETIC SURVEY
 GH0463.in June 1991.
 GH0463
 GH0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0463.GEOID18 height accuracy estimate available here.
 GH0463
 GH0463.Click photographs - Photos may exist for this station.
 GH0463
 GH0463.The dynamic height is computed by dividing the NAVD 88
 GH0463.geopotential number by the normal gravity value computed on the
 GH0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0463.degrees latitude (g = 980.6199 gals.).
 GH0463
 GH0463.The modeled gravity was interpolated from observed gravity values.
 GH0463
 GH0463;                    North         East    Units  Estimated Accuracy
 GH0463;SPC OK N     -   159,840.      605,210.      MT  (+/- 180 meters Scaled)
 GH0463
 GH0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF948333(NAD 83)
 GH0463
 GH0463                          SUPERSEDED SURVEY CONTROL
 GH0463
 GH0463  NGVD 29 (??/??/92)  409.606  (m)         1343.85   (f) ADJ UNCH    1 2
 GH0463
 GH0463.Superseded values are not recommended for survey control.
 GH0463
 GH0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0463.See file dsdata.pdf to determine how the superseded data were derived.
 GH0463
 GH0463_MARKER: DB = BENCH MARK DISK
 GH0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0463_STAMPING: A 184 1953
 GH0463_MARK LOGO: CGS
 GH0463_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0463+STABILITY: SURFACE MOTION
 GH0463
 GH0463  HISTORY     - Date     Condition        Report By
 GH0463  HISTORY     - 1953     MONUMENTED       CGS
 GH0463
 GH0463                          STATION DESCRIPTION
 GH0463
 GH0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0463'4.2 MI NW FROM ENID.
 GH0463'4.2 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0463'RAILROAD FROM THE STATION AT ENID, 3 POLES SOUTHEAST OF A
 GH0463'ROAD CROSSING, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 41
 GH0463'FEET SOUTHEAST OF THE 1ST POLE NORTHWEST OF MILEPOST 349-10,
 GH0463'25 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 GH0463'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GH0463'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0572 ***********************************************************************
 FJ0572  DESIGNATION -  A 185
 FJ0572  PID         -  FJ0572
 FJ0572  STATE/COUNTY-  OK/KINGFISHER
 FJ0572  COUNTRY     -  US
 FJ0572  USGS QUAD   -  KINGFISHER (2018)
 FJ0572
 FJ0572                         *CURRENT SURVEY CONTROL
 FJ0572  ______________________________________________________________________
 FJ0572* NAD 83(1986) POSITION- 35 51 39.1    (N) 097 56 29.3    (W)   HD_HELD2
 FJ0572* NAVD 88 ORTHO HEIGHT -   317.924 (meters)     1043.06  (feet) ADJUSTED
 FJ0572  ______________________________________________________________________
 FJ0572  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 FJ0572  DYNAMIC HEIGHT  -        317.634 (meters)     1042.10  (feet) COMP
 FJ0572  MODELED GRAVITY -    979,711.7   (mgal)                       NAVD 88
 FJ0572
 FJ0572  VERT ORDER      -  FIRST     CLASS II
 FJ0572
 FJ0572.The horizontal coordinates were established by autonomous hand held GPS
 FJ0572.observations and have an estimated accuracy of +/- 10 meters.
 FJ0572
 FJ0572.The orthometric height was determined by differential leveling and
 FJ0572.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0572.in June 1991.
 FJ0572
 FJ0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0572.GEOID18 height accuracy estimate available here.
 FJ0572
 FJ0572.Click photographs - Photos may exist for this station.
 FJ0572
 FJ0572.The dynamic height is computed by dividing the NAVD 88
 FJ0572.geopotential number by the normal gravity value computed on the
 FJ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0572.degrees latitude (g = 980.6199 gals.).
 FJ0572
 FJ0572.The modeled gravity was interpolated from observed gravity values.
 FJ0572
 FJ0572;                    North         East    Units  Estimated Accuracy
 FJ0572;SPC OK N     -    95,516.      605,286.      MT  (+/- 10 meters HH2 GPS)
 FJ0572
 FJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9557169033(NAD 83)
 FJ0572
 FJ0572                          SUPERSEDED SURVEY CONTROL
 FJ0572
 FJ0572  NGVD 29 (??/??/92)  317.794  (m)         1042.63   (f) SUPERSEDED  1 2
 FJ0572  NGVD 29 (04/22/92)  317.769  (m)         1042.55   (f) ADJUSTED    1 2
 FJ0572
 FJ0572.Superseded values are not recommended for survey control.
 FJ0572
 FJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0572.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0572
 FJ0572_MARKER: DB = BENCH MARK DISK
 FJ0572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0572_SP_SET: HEADWALL
 FJ0572_STAMPING: A 185 1953
 FJ0572_MARK LOGO: CGS
 FJ0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0572+STABILITY: SURFACE MOTION
 FJ0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0572+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2021
 FJ0572
 FJ0572  HISTORY     - Date     Condition        Report By
 FJ0572  HISTORY     - 1953     MONUMENTED       CGS
 FJ0572  HISTORY     - 1985     GOOD             NGS
 FJ0572  HISTORY     - 20210720 GOOD             OKDOT
 FJ0572
 FJ0572                          STATION DESCRIPTION
 FJ0572
 FJ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0572'0.5 MI W FROM KINGFISHER.
 FJ0572'0.5 MILE WEST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH U.S.
 FJ0572'HIGHWAY 81 AT KINGFISHER, 163 FEET NORTHWEST OF THE CENTER LINE
 FJ0572'OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF A NORTH AND
 FJ0572'SOUTH ROAD, 28 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 FJ0572'ROAD, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF
 FJ0572'A CONCRETE CULVERT.
 FJ0572
 FJ0572                          STATION RECOVERY (1985)
 FJ0572
 FJ0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0572'RECOVERED IN GOOD CONDITION.
 FJ0572
 FJ0572                          STATION RECOVERY (2021)
 FJ0572
 FJ0572'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FJ0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0529 ***********************************************************************
 FJ0529  DESIGNATION -  A 186
 FJ0529  PID         -  FJ0529
 FJ0529  STATE/COUNTY-  OK/CANADIAN
 FJ0529  COUNTRY     -  US
 FJ0529  USGS QUAD   -  EL RENO (2018)
 FJ0529
 FJ0529                         *CURRENT SURVEY CONTROL
 FJ0529  ______________________________________________________________________
 FJ0529* NAD 83(1986) POSITION- 35 30 29.     (N) 097 57 01.     (W)   SCALED
 FJ0529* NAVD 88 ORTHO HEIGHT -   417.438 (meters)     1369.54  (feet) ADJUSTED
 FJ0529  ______________________________________________________________________
 FJ0529  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0529  DYNAMIC HEIGHT  -        417.029 (meters)     1368.20  (feet) COMP
 FJ0529  MODELED GRAVITY -    979,642.7   (mgal)                       NAVD 88
 FJ0529
 FJ0529  VERT ORDER      -  FIRST     CLASS II
 FJ0529
 FJ0529.The horizontal coordinates were scaled from a map and have
 FJ0529.an estimated accuracy of +/- 6 seconds.
 FJ0529
 FJ0529.The orthometric height was determined by differential leveling and
 FJ0529.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0529.in June 1991.
 FJ0529
 FJ0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0529.GEOID18 height accuracy estimate available here.
 FJ0529
 FJ0529.Click photographs - Photos may exist for this station.
 FJ0529
 FJ0529.The dynamic height is computed by dividing the NAVD 88
 FJ0529.geopotential number by the normal gravity value computed on the
 FJ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0529.degrees latitude (g = 980.6199 gals.).
 FJ0529
 FJ0529.The modeled gravity was interpolated from observed gravity values.
 FJ0529
 FJ0529;                    North         East    Units  Estimated Accuracy
 FJ0529;SPC OK N     -    56,370.      604,510.      MT  (+/- 180 meters Scaled)
 FJ0529
 FJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE951298(NAD 83)
 FJ0529
 FJ0529                          SUPERSEDED SURVEY CONTROL
 FJ0529
 FJ0529  NGVD 29 (??/??/92)  417.258  (m)         1368.95   (f) ADJ UNCH    1 2
 FJ0529
 FJ0529.Superseded values are not recommended for survey control.
 FJ0529
 FJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0529.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0529
 FJ0529_MARKER: DB = BENCH MARK DISK
 FJ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0529_STAMPING: A 186 1953
 FJ0529_MARK LOGO: CGS
 FJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0529+STABILITY: SURFACE MOTION
 FJ0529
 FJ0529  HISTORY     - Date     Condition        Report By
 FJ0529  HISTORY     - 1953     MONUMENTED       CGS
 FJ0529  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0529
 FJ0529                          STATION DESCRIPTION
 FJ0529
 FJ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0529'1.7 MI S FROM EL RENO.
 FJ0529'1.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0529'FROM THE STATION AT EL RENO, AT A ROAD CROSSING, 98 FEET NORTH OF
 FJ0529'THE CENTER LINE OF A ROAD, 69 FEET EAST OF THE EAST RAIL, 3 FEET WEST
 FJ0529'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0529'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0529
 FJ0529                          STATION RECOVERY (1986)
 FJ0529
 FJ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0529'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0433 ***********************************************************************
 FJ0433  DESIGNATION -  A 187
 FJ0433  PID         -  FJ0433
 FJ0433  STATE/COUNTY-  OK/GRADY
 FJ0433  COUNTRY     -  US
 FJ0433  USGS QUAD   -  POCASSET (2018)
 FJ0433
 FJ0433                         *CURRENT SURVEY CONTROL
 FJ0433  ______________________________________________________________________
 FJ0433* NAD 83(1986) POSITION- 35 08 02.50   (N) 097 56 30.38   (W)   HD_HELD1
 FJ0433* NAVD 88 ORTHO HEIGHT -   339.035 (meters)     1112.32  (feet) POSTED
 FJ0433  ______________________________________________________________________
 FJ0433  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 FJ0433  DYNAMIC HEIGHT  -        338.70  (meters)     1111.2   (feet) COMP
 FJ0433  MODELED GRAVITY -    979,631.4   (mgal)                       NAVD 88
 FJ0433
 FJ0433  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0433
 FJ0433.The horizontal coordinates were determined by differentially corrected
 FJ0433.hand held GPS observations or other comparable positioning techniques
 FJ0433.and have an estimated accuracy of +/- 3 meters.
 FJ0433
 FJ0433.The orthometric height was determined by differential leveling
 FJ0433.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0433
 FJ0433.* This is a POSTED BENCH MARK height.
 FJ0433
 FJ0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0433.GEOID18 height accuracy estimate available here.
 FJ0433
 FJ0433.Click photographs - Photos may exist for this station.
 FJ0433
 FJ0433.The dynamic height is computed by dividing the NAVD 88
 FJ0433.geopotential number by the normal gravity value computed on the
 FJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0433.degrees latitude (g = 980.6199 gals.).
 FJ0433
 FJ0433.The modeled gravity was interpolated from observed gravity values.
 FJ0433
 FJ0433;                    North         East    Units  Estimated Accuracy
 FJ0433;SPC OK S     -   199,745.6     605,306.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0433
 FJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9640988418(NAD 83)
 FJ0433
 FJ0433                          SUPERSEDED SURVEY CONTROL
 FJ0433
 FJ0433  NGVD 29 (??/??/92)  338.903  (m)         1111.88   (f) ADJ UNCH    1 2
 FJ0433
 FJ0433.Superseded values are not recommended for survey control.
 FJ0433
 FJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0433.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0433
 FJ0433_MARKER: DB = BENCH MARK DISK
 FJ0433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0433_SP_SET: BRIDGE ABUTMENT
 FJ0433_STAMPING: A 187 1953
 FJ0433_MARK LOGO: CGS
 FJ0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0433+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2018
 FJ0433
 FJ0433  HISTORY     - Date     Condition        Report By
 FJ0433  HISTORY     - 1953     MONUMENTED       CGS
 FJ0433  HISTORY     - 1986     GOOD             NGS
 FJ0433  HISTORY     - 20180321 GOOD             OKDOT
 FJ0433  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0433
 FJ0433                          STATION DESCRIPTION
 FJ0433
 FJ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0433'4.5 MI S FROM POCASSET.
 FJ0433'4.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0433'RAILROAD FROM THE STATION AT POCASSET, 0.15 MILE NORTH OF A
 FJ0433'ROAD CROSSING, 5 FEET WEST OF THE WEST RAIL, SET IN THE TOP
 FJ0433'OF THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE 430.4.
 FJ0433
 FJ0433                          STATION RECOVERY (1986)
 FJ0433
 FJ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0433'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.6 KM (6.6
 FJ0433'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 FJ0433'CHICKASHA, THENCE 1.9 KM (1.2 MI) EAST ALONG A DIRT ROAD, THENCE 0.3
 FJ0433'KM (0.2 MI) NORTHEASTERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD.
 FJ0433'NOTE--NOT LEVELED TO DURING THIS SURVEY.
 FJ0433
 FJ0433                          STATION RECOVERY (2018)
 FJ0433
 FJ0433'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (MLW)
 FJ0433'THIS MARK IS NOT STABLE ENOUGH FOR GPS OBSERVATION.  THIS MONUMENT IS
 FJ0433'TOO CLOSE TO THE RAILROAD TRACKS TO OCCUPY SAFELY.
 FJ0433
 FJ0433                          STATION RECOVERY (2022)
 FJ0433
 FJ0433'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0543 ***********************************************************************
 EL0543  DESIGNATION -  A 188
 EL0543  PID         -  EL0543
 EL0543  STATE/COUNTY-  OK/GRADY
 EL0543  COUNTRY     -  US
 EL0543  USGS QUAD   -  NINNEKAH (2018)
 EL0543
 EL0543                         *CURRENT SURVEY CONTROL
 EL0543  ______________________________________________________________________
 EL0543* NAD 83(1986) POSITION- 34 53 07.     (N) 097 56 25.     (W)   SCALED
 EL0543* NAVD 88 ORTHO HEIGHT -   382.079 (meters)     1253.54  (feet) ADJUSTED
 EL0543  ______________________________________________________________________
 EL0543  GEOID HEIGHT    -        -26.170 (meters)                     GEOID18
 EL0543  DYNAMIC HEIGHT  -        381.696 (meters)     1252.28  (feet) COMP
 EL0543  MODELED GRAVITY -    979,622.6   (mgal)                       NAVD 88
 EL0543
 EL0543  VERT ORDER      -  FIRST     CLASS II
 EL0543
 EL0543.The horizontal coordinates were scaled from a map and have
 EL0543.an estimated accuracy of +/- 6 seconds.
 EL0543
 EL0543.The orthometric height was determined by differential leveling and
 EL0543.adjusted by the NATIONAL GEODETIC SURVEY
 EL0543.in June 1991.
 EL0543
 EL0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0543.GEOID18 height accuracy estimate available here.
 EL0543
 EL0543.Click photographs - Photos may exist for this station.
 EL0543
 EL0543.The dynamic height is computed by dividing the NAVD 88
 EL0543.geopotential number by the normal gravity value computed on the
 EL0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0543.degrees latitude (g = 980.6199 gals.).
 EL0543
 EL0543.The modeled gravity was interpolated from observed gravity values.
 EL0543
 EL0543;                    North         East    Units  Estimated Accuracy
 EL0543;SPC OK S     -   172,150.      605,460.      MT  (+/- 180 meters Scaled)
 EL0543
 EL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND968608(NAD 83)
 EL0543
 EL0543                          SUPERSEDED SURVEY CONTROL
 EL0543
 EL0543  NGVD 29 (??/??/92)  381.976  (m)         1253.20   (f) ADJ UNCH    1 2
 EL0543
 EL0543.Superseded values are not recommended for survey control.
 EL0543
 EL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0543.See file dsdata.pdf to determine how the superseded data were derived.
 EL0543
 EL0543_MARKER: DB = BENCH MARK DISK
 EL0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0543_STAMPING: A 188 1953
 EL0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0543+STABILITY: SURFACE MOTION
 EL0543
 EL0543  HISTORY     - Date     Condition        Report By
 EL0543  HISTORY     - 1953     MONUMENTED       CGS
 EL0543  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0543
 EL0543                          STATION DESCRIPTION
 EL0543
 EL0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0543'4.8 MI N FROM NINNEKAH.
 EL0543'4.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0543'RAILROAD FROM THE STATION AT NINNEKAH, 5 1/2 POLES SOUTH OF
 EL0543'MILEPOST 448, 4 RAILS SOUTH OF A ROAD CROSSING, 44 FEET EAST
 EL0543'OF THE EAST RAIL, 8 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET
 EL0543'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EL0543'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EL0543
 EL0543                          STATION RECOVERY (1986)
 EL0543
 EL0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0712 ***********************************************************************
 FH0712  DESIGNATION -  A 19
 FH0712  PID         -  FH0712
 FH0712  STATE/COUNTY-  OK/OKMULGEE
 FH0712  COUNTRY     -  US
 FH0712  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH0712
 FH0712                         *CURRENT SURVEY CONTROL
 FH0712  ______________________________________________________________________
 FH0712* NAD 83(1986) POSITION- 35 37 24.     (N) 095 57 46.     (W)   SCALED
 FH0712* NAVD 88 ORTHO HEIGHT -   204.372 (meters)      670.51  (feet) ADJUSTED
 FH0712  ______________________________________________________________________
 FH0712  GEOID HEIGHT    -        -29.102 (meters)                     GEOID18
 FH0712  DYNAMIC HEIGHT  -        204.183 (meters)      669.89  (feet) COMP
 FH0712  MODELED GRAVITY -    979,703.1   (mgal)                       NAVD 88
 FH0712
 FH0712  VERT ORDER      -  FIRST     CLASS II
 FH0712
 FH0712.The horizontal coordinates were scaled from a map and have
 FH0712.an estimated accuracy of +/- 6 seconds.
 FH0712
 FH0712.The orthometric height was determined by differential leveling and
 FH0712.adjusted by the NATIONAL GEODETIC SURVEY
 FH0712.in June 1991.
 FH0712
 FH0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0712.GEOID18 height accuracy estimate available here.
 FH0712
 FH0712.Click photographs - Photos may exist for this station.
 FH0712
 FH0712.The dynamic height is computed by dividing the NAVD 88
 FH0712.geopotential number by the normal gravity value computed on the
 FH0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0712.degrees latitude (g = 980.6199 gals.).
 FH0712
 FH0712.The modeled gravity was interpolated from observed gravity values.
 FH0712
 FH0712;                    North         East    Units  Estimated Accuracy
 FH0712;SPC OK N     -    71,100.      784,540.      MT  (+/- 180 meters Scaled)
 FH0712
 FH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV316462(NAD 83)
 FH0712
 FH0712                          SUPERSEDED SURVEY CONTROL
 FH0712
 FH0712  NGVD 29 (??/??/92)  204.262  (m)          670.15   (f) ADJ UNCH    1 2
 FH0712
 FH0712.Superseded values are not recommended for survey control.
 FH0712
 FH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0712.See file dsdata.pdf to determine how the superseded data were derived.
 FH0712
 FH0712_MARKER: DB = BENCH MARK DISK
 FH0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0712_STAMPING: A 19 1933
 FH0712_MARK LOGO: CGS
 FH0712_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0712+STABILITY: SURFACE MOTION
 FH0712
 FH0712  HISTORY     - Date     Condition        Report By
 FH0712  HISTORY     - 1933     MONUMENTED       CGS
 FH0712  HISTORY     - 1969     MARK NOT FOUND   CGS
 FH0712  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FH0712
 FH0712                          STATION DESCRIPTION
 FH0712
 FH0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0712'AT OKMULGEE.
 FH0712'AT OKMULGEE, OKMULGEE COUNTY, 142 FEET SOUTHEAST OF THE ST.
 FH0712'LOUIS-SAN FRANCISCO RAILWAY BRICK STATION, 73 FEET NORTH OF THE
 FH0712'NORTH CURB OF EAST MAIN STREET, ABOUT 45 FEET EAST OF THE EAST
 FH0712'RAIL OF THE MAIN TRACK, AND 18 FEET EAST OF THE EAST RAIL OF
 FH0712'THE EAST TRACK.  A STANDARD DISK, STAMPED A 19 1933 AND SET
 FH0712'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 FH0712'GROUND.
 FH0712
 FH0712                          STATION RECOVERY (1969)
 FH0712
 FH0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0712'MARK NOT FOUND.
 FH0712
 FH0712                          STATION RECOVERY (1997)
 FH0712
 FH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0712'A THOROUGH SEARCH REVEALED NO VIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0660 ***********************************************************************
 FJ0660  DESIGNATION -  A 192
 FJ0660  PID         -  FJ0660
 FJ0660  STATE/COUNTY-  OK/CANADIAN
 FJ0660  COUNTRY     -  US
 FJ0660  USGS QUAD   -  EL RENO (2018)
 FJ0660
 FJ0660                         *CURRENT SURVEY CONTROL
 FJ0660  ______________________________________________________________________
 FJ0660* NAD 83(1986) POSITION- 35 31 46.89   (N) 097 57 16.43   (W)   HD_HELD1
 FJ0660* NAVD 88 ORTHO HEIGHT -   415.172 (meters)     1362.11  (feet) ADJUSTED
 FJ0660  ______________________________________________________________________
 FJ0660  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ0660  DYNAMIC HEIGHT  -        414.767 (meters)     1360.78  (feet) COMP
 FJ0660  MODELED GRAVITY -    979,646.2   (mgal)                       NAVD 88
 FJ0660
 FJ0660  VERT ORDER      -  FIRST     CLASS II
 FJ0660
 FJ0660.The horizontal coordinates were determined by differentially corrected
 FJ0660.hand held GPS observations or other comparable positioning techniques
 FJ0660.and have an estimated accuracy of +/- 3 meters.
 FJ0660
 FJ0660.The orthometric height was determined by differential leveling and
 FJ0660.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0660.in June 1991.
 FJ0660
 FJ0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0660.GEOID18 height accuracy estimate available here.
 FJ0660
 FJ0660.Click photographs - Photos may exist for this station.
 FJ0660
 FJ0660.The dynamic height is computed by dividing the NAVD 88
 FJ0660.geopotential number by the normal gravity value computed on the
 FJ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0660.degrees latitude (g = 980.6199 gals.).
 FJ0660
 FJ0660.The modeled gravity was interpolated from observed gravity values.
 FJ0660
 FJ0660;                    North         East    Units  Estimated Accuracy
 FJ0660;SPC OK N     -    58,772.1     604,120.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0660
 FJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9478032288(NAD 83)
 FJ0660
 FJ0660                          SUPERSEDED SURVEY CONTROL
 FJ0660
 FJ0660  NGVD 29 (04/22/92)  414.995  (m)         1361.53   (f) ADJUSTED    1 2
 FJ0660
 FJ0660.Superseded values are not recommended for survey control.
 FJ0660
 FJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0660.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0660
 FJ0660_MARKER: DV = VERTICAL CONTROL DISK
 FJ0660_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ0660_SP_SET: FOUNDATION WALL
 FJ0660_STAMPING: A 192 1984
 FJ0660_MARK LOGO: NGS
 FJ0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0660+STABILITY: POSITION/ELEVATION WELL
 FJ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0660+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2014
 FJ0660
 FJ0660  HISTORY     - Date     Condition        Report By
 FJ0660  HISTORY     - 1984     MONUMENTED       NGS
 FJ0660  HISTORY     - 1985     GOOD             NGS
 FJ0660  HISTORY     - 1986     GOOD             NGS
 FJ0660  HISTORY     - 1988     GOOD             USPSQD
 FJ0660  HISTORY     - 1990     GOOD             USPSQD
 FJ0660  HISTORY     - 1990     GOOD             USPSQD
 FJ0660  HISTORY     - 20040414 GOOD             USPSQD
 FJ0660  HISTORY     - 20140125 GOOD             GEOCAC
 FJ0660
 FJ0660                          STATION DESCRIPTION
 FJ0660
 FJ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0660'IN EL RENO.
 FJ0660'IN EL RENO, LOCATED BETWEEN SOUTH CHOCTAW STREET AND BICKFORD STREET,
 FJ0660'ON THE NORTH SIDE OF WATTS STREET, SET VERTICALLY IN THE SOUTH FACE OF
 FJ0660'THE EL RENO HIGH SCHOOL BUILDING, 1.37 METERS (4.5 FT) ABOVE THE
 FJ0660'GROUND, ALSO ABOUT 0.5 KM (0.35 MI) SOUTH OF THE COURTHOUSE,
 FJ0660'31.85 METERS (104.5 FT) EAST OF THE CENTER OF SOUTH CHOCTAW STREET,
 FJ0660'16.00 METERS (52.5 FT) NORTH OF THE CENTER OF WATTS STREET,
 FJ0660'0.60 METERS (2.0 FT) EAST OF THE EAST EDGE OF THE EAST BANISTER OF THE
 FJ0660'STEPS LEADING NORTH TO THE SOUTH ENTRANCE OF THE SCHOOL BUILDING, AND
 FJ0660'1.40 METERS (4.6 FT) WEST OF THE WEST EDGE OF THE FIRST WINDOW EAST OF
 FJ0660'THE STEPS.
 FJ0660'THE MARK IS 1.52 M ABOVE WATTS STREET.
 FJ0660
 FJ0660                          STATION RECOVERY (1985)
 FJ0660
 FJ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0660'RECOVERED IN GOOD CONDITION.
 FJ0660
 FJ0660                          STATION RECOVERY (1986)
 FJ0660
 FJ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0660'RECOVERED IN GOOD CONDITION.
 FJ0660
 FJ0660                          STATION RECOVERY (1988)
 FJ0660
 FJ0660'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0660'RECOVERED IN GOOD CONDITION.
 FJ0660
 FJ0660                          STATION RECOVERY (1990)
 FJ0660
 FJ0660'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0660'RECOVERED IN GOOD CONDITION.
 FJ0660
 FJ0660                          STATION RECOVERY (1990)
 FJ0660
 FJ0660'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0660'RECOVERED IN GOOD CONDITION.
 FJ0660
 FJ0660                          STATION RECOVERY (2004)
 FJ0660
 FJ0660'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0660'RECOVERED IN GOOD CONDITION.
 FJ0660
 FJ0660                          STATION RECOVERY (2014)
 FJ0660
 FJ0660'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 FJ0660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0689 ***********************************************************************
 FJ0689  DESIGNATION -  A 193
 FJ0689  PID         -  FJ0689
 FJ0689  STATE/COUNTY-  OK/OKLAHOMA
 FJ0689  COUNTRY     -  US
 FJ0689  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0689
 FJ0689                         *CURRENT SURVEY CONTROL
 FJ0689  ______________________________________________________________________
 FJ0689* NAD 83(1986) POSITION- 35 29 34.     (N) 097 25 28.     (W)   SCALED
 FJ0689* NAVD 88 ORTHO HEIGHT -   353.314 (meters)     1159.16  (feet) ADJUSTED
 FJ0689  ______________________________________________________________________
 FJ0689  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FJ0689  DYNAMIC HEIGHT  -        352.978 (meters)     1158.06  (feet) COMP
 FJ0689  MODELED GRAVITY -    979,672.0   (mgal)                       NAVD 88
 FJ0689
 FJ0689  VERT ORDER      -  FIRST     CLASS II
 FJ0689
 FJ0689.The horizontal coordinates were scaled from a map and have
 FJ0689.an estimated accuracy of +/- 6 seconds.
 FJ0689
 FJ0689.The orthometric height was determined by differential leveling and
 FJ0689.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0689.in August 1994.
 FJ0689
 FJ0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0689.GEOID18 height accuracy estimate available here.
 FJ0689
 FJ0689.Click photographs - Photos may exist for this station.
 FJ0689
 FJ0689.The dynamic height is computed by dividing the NAVD 88
 FJ0689.geopotential number by the normal gravity value computed on the
 FJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0689.degrees latitude (g = 980.6199 gals.).
 FJ0689
 FJ0689.The modeled gravity was interpolated from observed gravity values.
 FJ0689
 FJ0689;                    North         East    Units  Estimated Accuracy
 FJ0689;SPC OK N     -    54,830.      652,230.      MT  (+/- 180 meters Scaled)
 FJ0689
 FJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE429288(NAD 83)
 FJ0689
 FJ0689                          SUPERSEDED SURVEY CONTROL
 FJ0689
 FJ0689  NAVD 88 (06/15/91)  353.384  (m)         1159.39   (f) SUPERSEDED  1 2
 FJ0689
 FJ0689.Superseded values are not recommended for survey control.
 FJ0689
 FJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0689.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0689
 FJ0689_MARKER: I = METAL ROD
 FJ0689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0689_STAMPING: A 193 1984
 FJ0689_MARK LOGO: NGS
 FJ0689_PROJECTION: RECESSED 5 CENTIMETERS
 FJ0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0689+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 FJ0689_ROD/PIPE-DEPTH: 14.6 meters
 FJ0689
 FJ0689  HISTORY     - Date     Condition        Report By
 FJ0689  HISTORY     - 1984     MONUMENTED       NGS
 FJ0689  HISTORY     - 1988     GOOD             USPSQD
 FJ0689  HISTORY     - 20011009 GOOD             INDIV
 FJ0689  HISTORY     - 20200916 MARK NOT FOUND   OKDOT
 FJ0689
 FJ0689                          STATION DESCRIPTION
 FJ0689
 FJ0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0689'7.3 KM (4.55 MI) EAST FROM OKLAHOMA CITY.
 FJ0689'7.3 KM (4.55 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0689'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, AT THE JUNCTION OF
 FJ0689'NORTH SOONER ROAD AND IN THE SOUTHWEST QUADRANT OF THE INTERSECTION,
 FJ0689'SET BETWEEN TWO WITNESS POSTS, 34.1 METERS (112.0 FT) SOUTH OF THE
 FJ0689'CENTERLINE OF HIGHWAY 62 EASTBOUND LANES, 9.7 METERS (31.8 FT) WEST OF
 FJ0689'THE CENTERLINE OF SOONER ROAD, 3.8 METERS (12.5 FT) WEST OF THE SOONER
 FJ0689'ROAD CURB, 3.2 METERS (10.5 FT) SOUTH OF A POWERLINE POLE WITH TWO GUY
 FJ0689'WIRES AND TELEPHONE JUNCTION BOX, 1.7 METERS (5.5 FT) NORTH OF A GUY
 FJ0689'WIRE ANCHOR, AND 10.8 METERS (35.3 FT) SOUTH OF THE SOUTHWEST CORNER
 FJ0689'OF A TRAFFIC LIGHT CONTROL BOX.  NOTE, ROD DRIVEN TO SUDDEN REFUSAL.
 FJ0689'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FJ0689'THE MARK IS 0.31 M BELOW SOONER ROAD.
 FJ0689
 FJ0689                          STATION RECOVERY (1988)
 FJ0689
 FJ0689'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0689'RECOVERED IN GOOD CONDITION.
 FJ0689
 FJ0689                          STATION RECOVERY (2001)
 FJ0689
 FJ0689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0689'RECOVERED INTACT
 FJ0689
 FJ0689                          STATION RECOVERY (2020)
 FJ0689
 FJ0689'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0689'MARK WAS POSSIBLY DESTROYED DURING ROAD EXPANSION, LAST RECOVERED
 FJ0689'20011009, GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0716 ***********************************************************************
 FJ0716  DESIGNATION -  A 194
 FJ0716  PID         -  FJ0716
 FJ0716  STATE/COUNTY-  OK/LINCOLN
 FJ0716  COUNTRY     -  US
 FJ0716  USGS QUAD   -  LUTHER SE (2018)
 FJ0716
 FJ0716                         *CURRENT SURVEY CONTROL
 FJ0716  ______________________________________________________________________
 FJ0716* NAD 83(2011) POSITION- 35 30 25.22349(N) 097 02 21.59675(W)   ADJUSTED
 FJ0716* NAD 83(2011) ELLIP HT-   262.851 (meters)        (12/02/24)   ADJUSTED
 FJ0716* NAD 83(2011) EPOCH   -  2010.00
 FJ0716* NAVD 88 ORTHO HEIGHT -   290.258 (meters)      952.29  (feet) ADJUSTED
 FJ0716  ______________________________________________________________________
 FJ0716  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 FJ0716  NAD 83(2011) X  -   -637,039.714 (meters)                     COMP
 FJ0716  NAD 83(2011) Y  - -5,158,991.219 (meters)                     COMP
 FJ0716  NAD 83(2011) Z  -  3,683,953.487 (meters)                     COMP
 FJ0716  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 FJ0716  DYNAMIC HEIGHT  -        289.984 (meters)      951.39  (feet) COMP
 FJ0716  MODELED GRAVITY -    979,682.1   (mgal)                       NAVD 88
 FJ0716
 FJ0716  VERT ORDER      -  FIRST     CLASS II
 FJ0716
 FJ0716  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0716  Standards:
 FJ0716         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0716            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0716  -------------------------------------------------------------------
 FJ0716  NETWORK    0.65   1.35           0.27   0.26   0.69      0.00368228
 FJ0716  -------------------------------------------------------------------
 FJ0716  Click here for local accuracies and other accuracy information.
 FJ0716
 FJ0716.The horizontal coordinates were established by GPS observations
 FJ0716.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0716
 FJ0716.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0716.been affixed to the stable North American tectonic plate. See 
 FJ0716.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0716
 FJ0716.The horizontal coordinates are valid at the epoch date displayed above
 FJ0716.which is a decimal equivalence of Year/Month/Day.
 FJ0716
 FJ0716.The orthometric height was determined by differential leveling and
 FJ0716.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0716.in August 1994.
 FJ0716
 FJ0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0716.GEOID18 height accuracy estimate available here.
 FJ0716
 FJ0716.Click photographs - Photos may exist for this station.
 FJ0716
 FJ0716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0716
 FJ0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0716
 FJ0716.The ellipsoidal height was determined by GPS observations
 FJ0716.and is referenced to NAD 83.
 FJ0716
 FJ0716.The dynamic height is computed by dividing the NAVD 88
 FJ0716.geopotential number by the normal gravity value computed on the
 FJ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0716.degrees latitude (g = 980.6199 gals.).
 FJ0716
 FJ0716.The modeled gravity was interpolated from observed gravity values.
 FJ0716
 FJ0716. The following values were computed from the NAD 83(2011) position.
 FJ0716
 FJ0716;                    North         East     Units Scale Factor Converg.
 FJ0716;SPC OK N     -    56,685.348   687,152.783   MT  1.00001136   +0 34 01.0
 FJ0716;SPC OK N     -   185,975.18  2,254,433.76   sFT  1.00001136   +0 34 01.0
 FJ0716;UTM  14      - 3,931,037.970   677,814.965   MT  0.99998965   +1 08 20.6
 FJ0716
 FJ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0716!SPC OK N     -   0.99995875  x   1.00001136  =   0.99997010
 FJ0716!UTM  14      -   0.99995875  x   0.99998965  =   0.99994840
 FJ0716
 FJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7781431037(NAD 83)
 FJ0716
 FJ0716                          SUPERSEDED SURVEY CONTROL
 FJ0716
 FJ0716  NAVD 88 (06/15/91)  290.291  (m)          952.40   (f) SUPERSEDED  1 2
 FJ0716
 FJ0716.Superseded values are not recommended for survey control.
 FJ0716
 FJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0716.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0716
 FJ0716_MARKER: DV = VERTICAL CONTROL DISK
 FJ0716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0716_SP_SET: BOX CULVERT HEADWALL
 FJ0716_STAMPING: A 194 1984
 FJ0716_MARK LOGO: NGS
 FJ0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0716+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2022
 FJ0716
 FJ0716  HISTORY     - Date     Condition        Report By
 FJ0716  HISTORY     - 1984     MONUMENTED       NGS
 FJ0716  HISTORY     - 1988     GOOD             USPSQD
 FJ0716  HISTORY     - 1989     GOOD             USPSQD
 FJ0716  HISTORY     - 1990     GOOD             USPSQD
 FJ0716  HISTORY     - 20220418 GOOD             OKDOT
 FJ0716
 FJ0716                          STATION DESCRIPTION
 FJ0716
 FJ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0716'12.8 KM (7.95 MI) WEST FROM MEEKER.
 FJ0716'12.8 KM (7.95 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0716'MEEKER, 0.32 KM (0.2 MI) WEST OF WHITE ROCK ROAD, SET IN THE TOP AND
 FJ0716'ONE FOOT WEST OF THE EAST END OF THE SOUTH ABUTMENT OF A 24-FOOT
 FJ0716'DOUBLE BOX CULVERT UNDER THE HIGHWAY, AND 4.9 METERS (16.0 FT) SOUTH
 FJ0716'OF THE CENTERLINE OF THE HIGHWAY.
 FJ0716'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0716
 FJ0716                          STATION RECOVERY (1988)
 FJ0716
 FJ0716'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0716'RECOVERED IN GOOD CONDITION.
 FJ0716
 FJ0716                          STATION RECOVERY (1989)
 FJ0716
 FJ0716'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0716'RECOVERED IN GOOD CONDITION.
 FJ0716
 FJ0716                          STATION RECOVERY (1990)
 FJ0716
 FJ0716'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0716'RECOVERED IN GOOD CONDITION.
 FJ0716
 FJ0716                          STATION RECOVERY (2022)
 FJ0716
 FJ0716'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0716'MARK RECOVERED IN GOOD CONDITION (KAR).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0728 ***********************************************************************
 FJ0728  DESIGNATION -  A 195
 FJ0728  PID         -  FJ0728
 FJ0728  STATE/COUNTY-  OK/LINCOLN
 FJ0728  COUNTRY     -  US
 FJ0728  USGS QUAD   -  MEEKER (2018)
 FJ0728
 FJ0728                         *CURRENT SURVEY CONTROL
 FJ0728  ______________________________________________________________________
 FJ0728* NAD 83(1986) POSITION- 35 30 11.82   (N) 096 53 53.42   (W)   HD_HELD1
 FJ0728* NAVD 88 ORTHO HEIGHT -   266.284 (meters)      873.63  (feet) ADJUSTED
 FJ0728  ______________________________________________________________________
 FJ0728  GEOID HEIGHT    -        -27.532 (meters)                     GEOID18
 FJ0728  DYNAMIC HEIGHT  -        266.033 (meters)      872.81  (feet) COMP
 FJ0728  MODELED GRAVITY -    979,685.0   (mgal)                       NAVD 88
 FJ0728
 FJ0728  VERT ORDER      -  FIRST     CLASS II
 FJ0728
 FJ0728.The horizontal coordinates were determined by differentially corrected
 FJ0728.hand held GPS observations or other comparable positioning techniques
 FJ0728.and have an estimated accuracy of +/- 3 meters.
 FJ0728
 FJ0728.The orthometric height was determined by differential leveling and
 FJ0728.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0728.in August 1994.
 FJ0728
 FJ0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0728.GEOID18 height accuracy estimate available here.
 FJ0728
 FJ0728.Click photographs - Photos may exist for this station.
 FJ0728
 FJ0728.The dynamic height is computed by dividing the NAVD 88
 FJ0728.geopotential number by the normal gravity value computed on the
 FJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0728.degrees latitude (g = 980.6199 gals.).
 FJ0728
 FJ0728.The modeled gravity was interpolated from observed gravity values.
 FJ0728
 FJ0728;                    North         East    Units  Estimated Accuracy
 FJ0728;SPC OK N     -    56,408.3     699,963.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0728
 FJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9062730888(NAD 83)
 FJ0728
 FJ0728                          SUPERSEDED SURVEY CONTROL
 FJ0728
 FJ0728  NAVD 88 (06/15/91)  266.304  (m)          873.70   (f) SUPERSEDED  1 2
 FJ0728
 FJ0728.Superseded values are not recommended for survey control.
 FJ0728
 FJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0728.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0728
 FJ0728_MARKER: DV = VERTICAL CONTROL DISK
 FJ0728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0728_SP_SET: CULVERT HEADWALL
 FJ0728_STAMPING: A 195 1984
 FJ0728_MARK LOGO: NGS
 FJ0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0728
 FJ0728  HISTORY     - Date     Condition        Report By
 FJ0728  HISTORY     - 1984     MONUMENTED       NGS
 FJ0728  HISTORY     - 1988     GOOD             USPSQD
 FJ0728  HISTORY     - 1989     GOOD             USPSQD
 FJ0728  HISTORY     - 1990     GOOD             USPSQD
 FJ0728
 FJ0728                          STATION DESCRIPTION
 FJ0728
 FJ0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0728'0.48 KM (0.3 MI) EAST FROM MEEKER.
 FJ0728'0.48 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 62 (MAIN STREET) FROM THE
 FJ0728'POST OFFICE IN MEEKER, SET IN TOP OF A HEADWALL AND 0.46 METERS
 FJ0728'(1.5 FT) FROM THE EAST END OF A 10- BY 10-FOOT BOX CULVERT ON THE
 FJ0728'NORTH SIDE OF THE HIGHWAY, AND 8.38 METERS (27.5 FT) NORTH OF THE
 FJ0728'CENTERLINE OF THE HIGHWAY.
 FJ0728'THE MARK IS 0.5 M BELOW HIGHWAY.
 FJ0728
 FJ0728                          STATION RECOVERY (1988)
 FJ0728
 FJ0728'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0728'RECOVERED IN GOOD CONDITION.
 FJ0728
 FJ0728                          STATION RECOVERY (1989)
 FJ0728
 FJ0728'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0728'RECOVERED IN GOOD CONDITION.
 FJ0728
 FJ0728                          STATION RECOVERY (1990)
 FJ0728
 FJ0728'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0752 ***********************************************************************
 FJ0752  DESIGNATION -  A 196
 FJ0752  PID         -  FJ0752
 FJ0752  STATE/COUNTY-  OK/OKFUSKEE
 FJ0752  COUNTRY     -  US
 FJ0752  USGS QUAD   -  BOLEY (2018)
 FJ0752
 FJ0752                         *CURRENT SURVEY CONTROL
 FJ0752  ______________________________________________________________________
 FJ0752* NAD 83(1986) POSITION- 35 29 11.1    (N) 096 25 20.8    (W)   HD_HELD2
 FJ0752* NAVD 88 ORTHO HEIGHT -   273.297 (meters)      896.64  (feet) ADJUSTED
 FJ0752  ______________________________________________________________________
 FJ0752  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 FJ0752  DYNAMIC HEIGHT  -        273.039 (meters)      895.80  (feet) COMP
 FJ0752  MODELED GRAVITY -    979,682.3   (mgal)                       NAVD 88
 FJ0752
 FJ0752  VERT ORDER      -  FIRST     CLASS II
 FJ0752
 FJ0752.The horizontal coordinates were established by autonomous hand held GPS
 FJ0752.observations and have an estimated accuracy of +/- 10 meters.
 FJ0752
 FJ0752.The orthometric height was determined by differential leveling and
 FJ0752.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0752.in June 1991.
 FJ0752
 FJ0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0752.GEOID18 height accuracy estimate available here.
 FJ0752
 FJ0752.Click photographs - Photos may exist for this station.
 FJ0752
 FJ0752.The dynamic height is computed by dividing the NAVD 88
 FJ0752.geopotential number by the normal gravity value computed on the
 FJ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0752.degrees latitude (g = 980.6199 gals.).
 FJ0752
 FJ0752.The modeled gravity was interpolated from observed gravity values.
 FJ0752
 FJ0752;                    North         East    Units  Estimated Accuracy
 FJ0752;SPC OK N     -    55,133.      743,151.      MT  (+/- 10 meters HH2 GPS)
 FJ0752
 FJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3383130041(NAD 83)
 FJ0752
 FJ0752                          SUPERSEDED SURVEY CONTROL
 FJ0752
 FJ0752.No superseded survey control is available for this station.
 FJ0752
 FJ0752_MARKER: F = FLANGE-ENCASED ROD
 FJ0752_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0752+WITH SETTING: INFORMATION.
 FJ0752_STAMPING: A 196 1984
 FJ0752_MARK LOGO: NGS
 FJ0752_PROJECTION: RECESSED 15 CENTIMETERS
 FJ0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0752+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0752_ROD/PIPE-DEPTH: 1.2 meters
 FJ0752
 FJ0752  HISTORY     - Date     Condition        Report By
 FJ0752  HISTORY     - 1984     MONUMENTED       NGS
 FJ0752  HISTORY     - 1988     GOOD             USPSQD
 FJ0752  HISTORY     - 1990     GOOD             USPSQD
 FJ0752  HISTORY     - 1990     GOOD             USPSQD
 FJ0752  HISTORY     - 20220629 GOOD             OKDOT
 FJ0752
 FJ0752                          STATION DESCRIPTION
 FJ0752
 FJ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0752'6.4 KM (4.0 MI) EAST FROM BOLEY.
 FJ0752'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0752'BOLEY, THENCE 6.08 KM (3.8 MI) EAST ALONG U.S. HIGHWAY 62, 0.1 KM
 FJ0752'(0.05 MI) EAST OF A CROSSROADS, 18.29 METERS (60.0 FT) SOUTH OF THE
 FJ0752'CENTERLINE OF THE HIGHWAY, 21.94 METERS (72.0 FT) EAST-NORTHEAST OF
 FJ0752'THE NORTHEAST CORNER OF A HOUSE, 0.91 METERS (3.0 FT) WEST OF A
 FJ0752'POWERLINE POLE, AND 0.61 METERS (2.0 FT) NORTH OF THE RIGHT-OF-WAY
 FJ0752'FENCE.
 FJ0752'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0752'THE MARK IS 1.0 M ABOVE HIGHWAY.
 FJ0752
 FJ0752                          STATION RECOVERY (1988)
 FJ0752
 FJ0752'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0752'RECOVERED IN GOOD CONDITION.
 FJ0752
 FJ0752                          STATION RECOVERY (1990)
 FJ0752
 FJ0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0752'RECOVERED IN GOOD CONDITION.
 FJ0752
 FJ0752                          STATION RECOVERY (1990)
 FJ0752
 FJ0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0752'RECOVERED IN GOOD CONDITION.
 FJ0752
 FJ0752                          STATION RECOVERY (2022)
 FJ0752
 FJ0752'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0752'NEEDS TREES CUT FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0776 ***********************************************************************
 FJ0776  DESIGNATION -  A 197
 FJ0776  PID         -  FJ0776
 FJ0776  STATE/COUNTY-  OK/OKMULGEE
 FJ0776  COUNTRY     -  US
 FJ0776  USGS QUAD   -  PHAROAH (2018)
 FJ0776
 FJ0776                         *CURRENT SURVEY CONTROL
 FJ0776  ______________________________________________________________________
 FJ0776* NAD 83(1986) POSITION- 35 26 02.08   (N) 096 00 24.38   (W)   HD_HELD1
 FJ0776* NAVD 88 ORTHO HEIGHT -   228.589 (meters)      749.96  (feet) ADJUSTED
 FJ0776  ______________________________________________________________________
 FJ0776  GEOID HEIGHT    -        -29.090 (meters)                     GEOID18
 FJ0776  DYNAMIC HEIGHT  -        228.372 (meters)      749.25  (feet) COMP
 FJ0776  MODELED GRAVITY -    979,680.6   (mgal)                       NAVD 88
 FJ0776
 FJ0776  VERT ORDER      -  FIRST     CLASS II
 FJ0776
 FJ0776.The horizontal coordinates were determined by differentially corrected
 FJ0776.hand held GPS observations or other comparable positioning techniques
 FJ0776.and have an estimated accuracy of +/- 3 meters.
 FJ0776
 FJ0776.The orthometric height was determined by differential leveling and
 FJ0776.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0776.in June 1991.
 FJ0776
 FJ0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0776.GEOID18 height accuracy estimate available here.
 FJ0776
 FJ0776.Click photographs - Photos may exist for this station.
 FJ0776
 FJ0776.The dynamic height is computed by dividing the NAVD 88
 FJ0776.geopotential number by the normal gravity value computed on the
 FJ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0776.degrees latitude (g = 980.6199 gals.).
 FJ0776
 FJ0776.The modeled gravity was interpolated from observed gravity values.
 FJ0776
 FJ0776;                    North         East    Units  Estimated Accuracy
 FJ0776;SPC OK N     -    50,002.0     780,984.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0776
 FJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE7172825281(NAD 83)
 FJ0776
 FJ0776                          SUPERSEDED SURVEY CONTROL
 FJ0776
 FJ0776.No superseded survey control is available for this station.
 FJ0776
 FJ0776_MARKER: DV = VERTICAL CONTROL DISK
 FJ0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0776_SP_SET: BOX CULVERT HEADWALL
 FJ0776_STAMPING: A 197 1984
 FJ0776_MARK LOGO: NGS
 FJ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0776+STABILITY: SURFACE MOTION
 FJ0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0776+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0776
 FJ0776  HISTORY     - Date     Condition        Report By
 FJ0776  HISTORY     - 1984     MONUMENTED       NGS
 FJ0776  HISTORY     - 1988     GOOD             USPSQD
 FJ0776  HISTORY     - 1989     GOOD             USPSQD
 FJ0776  HISTORY     - 1990     GOOD             USPSQD
 FJ0776  HISTORY     - 20240717 GOOD             OKDOT
 FJ0776
 FJ0776                          STATION DESCRIPTION
 FJ0776
 FJ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0776'3.28 KM (2.05 MI) WEST FROM HENRYETTA.
 FJ0776'3.28 KM (2.05 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0776'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, ON THE SOUTH SIDE OF THE
 FJ0776'HIGHWAY, SET IN A DRILL HOLE AT THE SOUTHEAST END AND 1 FOOT FROM THE
 FJ0776'EAST END OF THE HEADWALL OF A 3- BY 3-FOOT CONCRETE BOX CULVERT,
 FJ0776'0.56 KM (0.35 MI) EAST OF MILEPOST NUMBER 38, AND 11.58 METERS
 FJ0776'(38.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES.
 FJ0776'THE MARK IS 0.3 M BELOW EASTBOUND HIGHWAY.
 FJ0776
 FJ0776                          STATION RECOVERY (1988)
 FJ0776
 FJ0776'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0776'RECOVERED IN GOOD CONDITION.
 FJ0776
 FJ0776                          STATION RECOVERY (1989)
 FJ0776
 FJ0776'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0776'RECOVERED IN GOOD CONDITION.
 FJ0776
 FJ0776                          STATION RECOVERY (1990)
 FJ0776
 FJ0776'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0776'RECOVERED IN GOOD CONDITION.
 FJ0776
 FJ0776                          STATION RECOVERY (2024)
 FJ0776
 FJ0776'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0883 ***********************************************************************
 FH0883  DESIGNATION -  A 199
 FH0883  PID         -  FH0883
 FH0883  STATE/COUNTY-  OK/MUSKOGEE
 FH0883  COUNTRY     -  US
 FH0883  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0883
 FH0883                         *CURRENT SURVEY CONTROL
 FH0883  ______________________________________________________________________
 FH0883* NAD 83(1986) POSITION- 35 28 59.     (N) 095 14 19.     (W)   SCALED
 FH0883* NAVD 88 ORTHO HEIGHT -   158.520 (meters)      520.08  (feet) ADJUSTED
 FH0883  ______________________________________________________________________
 FH0883  GEOID HEIGHT    -        -29.919 (meters)                     GEOID18
 FH0883  DYNAMIC HEIGHT  -        158.373 (meters)      519.60  (feet) COMP
 FH0883  MODELED GRAVITY -    979,700.1   (mgal)                       NAVD 88
 FH0883
 FH0883  VERT ORDER      -  FIRST     CLASS II
 FH0883
 FH0883.The horizontal coordinates were scaled from a map and have
 FH0883.an estimated accuracy of +/- 6 seconds.
 FH0883
 FH0883.The orthometric height was determined by differential leveling and
 FH0883.adjusted by the NATIONAL GEODETIC SURVEY
 FH0883.in June 1991.
 FH0883
 FH0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0883.GEOID18 height accuracy estimate available here.
 FH0883
 FH0883.Click photographs - Photos may exist for this station.
 FH0883
 FH0883.The dynamic height is computed by dividing the NAVD 88
 FH0883.geopotential number by the normal gravity value computed on the
 FH0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0883.degrees latitude (g = 980.6199 gals.).
 FH0883
 FH0883.The modeled gravity was interpolated from observed gravity values.
 FH0883
 FH0883;                    North         East    Units  Estimated Accuracy
 FH0883;SPC OK N     -    57,160.      850,560.      MT  (+/- 180 meters Scaled)
 FH0883
 FH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV969289(NAD 83)
 FH0883
 FH0883                          SUPERSEDED SURVEY CONTROL
 FH0883
 FH0883.No superseded survey control is available for this station.
 FH0883
 FH0883_MARKER: DV = VERTICAL CONTROL DISK
 FH0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0883_SP_SET: OVERPASS PIER
 FH0883_STAMPING: A 199 1984
 FH0883_MARK LOGO: NGS
 FH0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0883
 FH0883  HISTORY     - Date     Condition        Report By
 FH0883  HISTORY     - 1984     MONUMENTED       NGS
 FH0883  HISTORY     - 1988     GOOD             USPSQD
 FH0883  HISTORY     - 1989     GOOD             USPSQD
 FH0883  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0883
 FH0883                          STATION DESCRIPTION
 FH0883
 FH0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0883'6.2 KM (3.85 MI) EAST FROM WARNER.
 FH0883'6.2 KM (3.85 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0883'STATE HIGHWAY 2, ABOUT ONE MILE SOUTH OF WARNER, AT A CROSSROAD
 FH0883'OVERPASS OVER INTERSTATE 40, SET VERTICALLY IN THE NORTHWEST SIDE OF
 FH0883'THE WEST ONE OF TWO CONCRETE PIERS IN THE CENTER OF THE MEDIAN, ABOUT
 FH0883'1.31 METERS (4.3 FT) ABOVE THE GROUND, 15.54 METERS (51.0 FT) NORTH OF
 FH0883'THE CENTERLINE OF THE EASTBOUND LANES, AND 15.08 METERS (49.5 FT)
 FH0883'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES.
 FH0883'THE MARK IS 0.46 M ABOVE EASTBOUND LANES.
 FH0883
 FH0883                          STATION RECOVERY (1988)
 FH0883
 FH0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0883'RECOVERED IN GOOD CONDITION.
 FH0883
 FH0883                          STATION RECOVERY (1989)
 FH0883
 FH0883'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0883'RECOVERED IN GOOD CONDITION.
 FH0883
 FH0883                          STATION RECOVERY (1990)
 FH0883
 FH0883'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0908 ***********************************************************************
 FH0908  DESIGNATION -  A 200
 FH0908  PID         -  FH0908
 FH0908  STATE/COUNTY-  OK/SEQUOYAH
 FH0908  COUNTRY     -  US
 FH0908  USGS QUAD   -  SALLISAW (2019)
 FH0908
 FH0908                         *CURRENT SURVEY CONTROL
 FH0908  ______________________________________________________________________
 FH0908* NAD 83(1986) POSITION- 35 27 38.8    (N) 094 47 23.4    (W)   HD_HELD2
 FH0908* NAVD 88 ORTHO HEIGHT -   163.026 (meters)      534.86  (feet) ADJUSTED
 FH0908  ______________________________________________________________________
 FH0908  GEOID HEIGHT    -        -29.963 (meters)                     GEOID18
 FH0908  DYNAMIC HEIGHT  -        162.873 (meters)      534.36  (feet) COMP
 FH0908  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FH0908
 FH0908  VERT ORDER      -  FIRST     CLASS II
 FH0908
 FH0908.The horizontal coordinates were established by autonomous hand held GPS
 FH0908.observations and have an estimated accuracy of +/- 10 meters.
 FH0908
 FH0908.The orthometric height was determined by differential leveling and
 FH0908.adjusted by the NATIONAL GEODETIC SURVEY
 FH0908.in June 1991.
 FH0908
 FH0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0908.GEOID18 height accuracy estimate available here.
 FH0908
 FH0908.Click photographs - Photos may exist for this station.
 FH0908
 FH0908.The dynamic height is computed by dividing the NAVD 88
 FH0908.geopotential number by the normal gravity value computed on the
 FH0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0908.degrees latitude (g = 980.6199 gals.).
 FH0908
 FH0908.The modeled gravity was interpolated from observed gravity values.
 FH0908
 FH0908;                    North         East    Units  Estimated Accuracy
 FH0908;SPC OK N     -    55,942.      891,351.      MT  (+/- 10 meters HH2 GPS)
 FH0908
 FH0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3758625615(NAD 83)
 FH0908
 FH0908                          SUPERSEDED SURVEY CONTROL
 FH0908
 FH0908.No superseded survey control is available for this station.
 FH0908
 FH0908_MARKER: F = FLANGE-ENCASED ROD
 FH0908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0908_STAMPING: A 200 1984
 FH0908_MARK LOGO: NGS
 FH0908_PROJECTION: FLUSH
 FH0908_MAGNETIC: I = MARKER IS A STEEL ROD
 FH0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0908+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2014
 FH0908_ROD/PIPE-DEPTH: 4.9 meters
 FH0908
 FH0908  HISTORY     - Date     Condition        Report By
 FH0908  HISTORY     - 1984     MONUMENTED       NGS
 FH0908  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FH0908  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FH0908  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0908  HISTORY     - 19970401 GOOD             NGS
 FH0908  HISTORY     - 20080530 GOOD             GEOCAC
 FH0908  HISTORY     - 20120519 GOOD             GEOCAC
 FH0908  HISTORY     - 20141230 GOOD             GEOCAC
 FH0908
 FH0908                          STATION DESCRIPTION
 FH0908
 FH0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0908'IN SALLISAW.
 FH0908'IN SALLISAW, LOCATED BETWEEN NORTH ELM AND NORTH OAK STREETS, ON THE
 FH0908'NORTH SIDE OF EAST CHEROKEE AVENUE, AT THE SOUTHWEST CORNER OF THE
 FH0908'PUBLIC LIBRARY BUILDING, 29.13 METERS (95.6 FT) NORTH OF THE CENTER OF
 FH0908'EAST CHEROKEE AVENUE, 48.24 METERS (158.3 FT) EAST OF THE CENTER OF
 FH0908'NORTH ELM STREET, 23.92 METERS (78.5 FT) WEST-NORTHWEST OF THE FLAG
 FH0908'POLE, 3.38 METERS (11.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 FH0908'THE PUBLIC LIBRARY BUILDING, 0.42 METERS (1.4 FT) WEST OF THE WEST
 FH0908'EDGE OF A 1.52 METERS (5.0 FT) SIDEWALK LEADING NORTH ALONG THE WEST
 FH0908'EDGE OF THE BUILDING, AND 0.39 METERS (1.3 FT) NORTH OF THE NORTH EDGE
 FH0908'OF A 1.82 METERS (6.0 FT) SIDEWALK LEADING EAST AND WEST IN FRONT OF
 FH0908'THE LIBRARY BUILDING.  ROD WAS DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0908'THE MARK IS 0.46 M ABOVE EAST CHEROKEE AVENUE.
 FH0908
 FH0908                          STATION RECOVERY (1988)
 FH0908
 FH0908'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0908'MARK NOT FOUND.
 FH0908
 FH0908                          STATION RECOVERY (1989)
 FH0908
 FH0908'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0908'MARK NOT FOUND.
 FH0908
 FH0908                          STATION RECOVERY (1990)
 FH0908
 FH0908'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0908'MARK NOT FOUND.
 FH0908
 FH0908                          STATION RECOVERY (1997)
 FH0908
 FH0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0908'IN SALLISAW, AT THE INTERSECTION OF NORTH CHEROKEE AVENUE AND NORTH
 FH0908'ELM STREET, 48.4 M (158.8 FT) EAST OF THE STREET CENTER, 29.2 M (95.8
 FH0908'FT) NORTH OF THE AVENUE CENTER, 22.2 M (72.8 FT) WEST OF THE CENTER OF
 FH0908'THE SOUTH ENTRANCE INTO THE STANLEY TUBBS MEMORIAL LIBRARY, 3.4 M
 FH0908'(11.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIBRARY, 0.4 WEST
 FH0908'OF THE WEST EDGE OF A SIDEWALK, 0.4 M (1.3 FT) NORTH OF THE NORTH EDGE
 FH0908'OF A SIDEWALK, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE AVENUE.
 FH0908'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH0908
 FH0908                          STATION RECOVERY (2008)
 FH0908
 FH0908'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 FH0908'RECOVERED IN GOOD CONDITION.
 FH0908
 FH0908                          STATION RECOVERY (2012)
 FH0908
 FH0908'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 FH0908'RECOVERED IN GOOD CONDITION.
 FH0908
 FH0908                          STATION RECOVERY (2014)
 FH0908
 FH0908'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH0908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0863 ***********************************************************************
 FH0863  DESIGNATION -  A 201
 FH0863  PID         -  FH0863
 FH0863  STATE/COUNTY-  OK/MCINTOSH
 FH0863  COUNTRY     -  US
 FH0863  USGS QUAD   -  CHECOTAH (2018)
 FH0863
 FH0863                         *CURRENT SURVEY CONTROL
 FH0863  ______________________________________________________________________
 FH0863* NAD 83(1986) POSITION- 35 27 26.6    (N) 095 35 33.2    (W)   HD_HELD2
 FH0863* NAVD 88 ORTHO HEIGHT -   201.401 (meters)      660.76  (feet) ADJUSTED
 FH0863  ______________________________________________________________________
 FH0863  GEOID HEIGHT    -        -29.737 (meters)                     GEOID18
 FH0863  DYNAMIC HEIGHT  -        201.213 (meters)      660.15  (feet) COMP
 FH0863  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 FH0863
 FH0863  VERT ORDER      -  FIRST     CLASS II
 FH0863
 FH0863.The horizontal coordinates were established by autonomous hand held GPS
 FH0863.observations and have an estimated accuracy of +/- 10 meters.
 FH0863
 FH0863.The orthometric height was determined by differential leveling and
 FH0863.adjusted by the NATIONAL GEODETIC SURVEY
 FH0863.in June 1991.
 FH0863
 FH0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0863.GEOID18 height accuracy estimate available here.
 FH0863
 FH0863.Click photographs - Photos may exist for this station.
 FH0863
 FH0863.The dynamic height is computed by dividing the NAVD 88
 FH0863.geopotential number by the normal gravity value computed on the
 FH0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0863.degrees latitude (g = 980.6199 gals.).
 FH0863
 FH0863.The modeled gravity was interpolated from observed gravity values.
 FH0863
 FH0863;                    North         East    Units  Estimated Accuracy
 FH0863;SPC OK S     -   238,226.      818,532.      MT  (+/- 10 meters HH2 GPS)
 FH0863
 FH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6472226856(NAD 83)
 FH0863
 FH0863                          SUPERSEDED SURVEY CONTROL
 FH0863
 FH0863.No superseded survey control is available for this station.
 FH0863
 FH0863_MARKER: DV = VERTICAL CONTROL DISK
 FH0863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0863_SP_SET: BRIDGE PIER
 FH0863_STAMPING: A 201 1984
 FH0863_MARK LOGO: NGS
 FH0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0863+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 FH0863
 FH0863  HISTORY     - Date     Condition        Report By
 FH0863  HISTORY     - 1984     MONUMENTED       NGS
 FH0863  HISTORY     - 1988     GOOD             USPSQD
 FH0863  HISTORY     - 1989     GOOD             USPSQD
 FH0863  HISTORY     - 1990     GOOD             USPSQD
 FH0863  HISTORY     - 20141230 GOOD             GEOCAC
 FH0863  HISTORY     - 20220713 GOOD             OKDOT
 FH0863
 FH0863                          STATION DESCRIPTION
 FH0863
 FH0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0863'5.7 KM (3.55 MI) WEST FROM CHECOTAH.
 FH0863'5.7 KM (3.55 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0863'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET VERTICALLY
 FH0863'IN THE EAST FACE OF THE SOUTHERNMOST ONE OF THREE BRIDGE PIERS AT THE
 FH0863'LOTAWATA ROAD OVERPASS, AND 7.6 METERS (25.0 FT) SOUTH OF THE
 FH0863'CENTERLINE OF INTERSTATE 40 EASTBOUND LANES.
 FH0863'THE MARK IS 1.5 M ABOVE EASTBOUND HIGHWAY.
 FH0863
 FH0863                          STATION RECOVERY (1988)
 FH0863
 FH0863'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0863'RECOVERED IN GOOD CONDITION.
 FH0863
 FH0863                          STATION RECOVERY (1989)
 FH0863
 FH0863'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0863'RECOVERED IN GOOD CONDITION.
 FH0863
 FH0863                          STATION RECOVERY (1990)
 FH0863
 FH0863'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0863'RECOVERED IN GOOD CONDITION.
 FH0863
 FH0863                          STATION RECOVERY (2014)
 FH0863
 FH0863'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH0863'RECOVERED IN GOOD CONDITION.
 FH0863
 FH0863                          STATION RECOVERY (2022)
 FH0863
 FH0863'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1315 ***********************************************************************
 GL1315  DESIGNATION -  A 202
 GL1315  PID         -  GL1315
 GL1315  STATE/COUNTY-  OK/CIMARRON
 GL1315  COUNTRY     -  US
 GL1315  USGS QUAD   -  BOISE CITY (2018)
 GL1315
 GL1315                         *CURRENT SURVEY CONTROL
 GL1315  ______________________________________________________________________
 GL1315* NAD 83(1986) POSITION- 36 38 42.     (N) 102 33 12.     (W)   SCALED
 GL1315* NAVD 88 ORTHO HEIGHT -  1277.311 (meters)     4190.64  (feet) ADJUSTED
 GL1315  ______________________________________________________________________
 GL1315  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 GL1315  DYNAMIC HEIGHT  -       1275.898 (meters)     4186.01  (feet) COMP
 GL1315  MODELED GRAVITY -    979,481.4   (mgal)                       NAVD 88
 GL1315
 GL1315  VERT ORDER      -  FIRST     CLASS II
 GL1315
 GL1315.The horizontal coordinates were scaled from a map and have
 GL1315.an estimated accuracy of +/- 6 seconds.
 GL1315
 GL1315.The orthometric height was determined by differential leveling and
 GL1315.adjusted by the NATIONAL GEODETIC SURVEY
 GL1315.in June 1991.
 GL1315
 GL1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1315.GEOID18 height accuracy estimate available here.
 GL1315
 GL1315.Click photographs - Photos may exist for this station.
 GL1315
 GL1315.The dynamic height is computed by dividing the NAVD 88
 GL1315.geopotential number by the normal gravity value computed on the
 GL1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1315.degrees latitude (g = 980.6199 gals.).
 GL1315
 GL1315.The modeled gravity was interpolated from observed gravity values.
 GL1315
 GL1315;                    North         East    Units  Estimated Accuracy
 GL1315;SPC OK N     -   192,070.      192,980.      MT  (+/- 180 meters Scaled)
 GL1315
 GL1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA187582(NAD 83)
 GL1315
 GL1315                          SUPERSEDED SURVEY CONTROL
 GL1315
 GL1315.No superseded survey control is available for this station.
 GL1315
 GL1315_MARKER: I = METAL ROD
 GL1315_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1315_STAMPING: A 202 1985
 GL1315_MARK LOGO: NGS
 GL1315_PROJECTION: FLUSH
 GL1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1315+STABILITY: POSITION/ELEVATION WELL
 GL1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1315+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 GL1315_ROD/PIPE-DEPTH: 13.4 meters
 GL1315_SLEEVE-DEPTH  : 9.6 meters
 GL1315
 GL1315  HISTORY     - Date     Condition        Report By
 GL1315  HISTORY     - 1985     MONUMENTED       NGS
 GL1315  HISTORY     - 20071010 GOOD             INDIV
 GL1315
 GL1315                          STATION DESCRIPTION
 GL1315
 GL1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1315'11.1 KM (6.9 MI) SOUTH FROM BOISE CITY.
 GL1315'11.1 KM (6.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1315'IN BOISE CITY, 1.3 KM (0.8 MI) SOUTH OF THE SOUTH END OF A HIGHWAY
 GL1315'BRIDGE OVER BEAVER RIVER, 14.7 M (48.2 FT) EAST OF THE CENTERLINE OF
 GL1315'THE HIGHWAY, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF A GATE AND FIELD
 GL1315'ENTRANCE, AND 1.2 M (3.9 FT) SOUTHWEST OF A T-FENCE CORNER.
 GL1315'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1315'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 GL1315'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GL1315
 GL1315                          STATION RECOVERY (2007)
 GL1315
 GL1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SGK)
 GL1315'FOUND IN GOOD CONDITION. LID IS BURIED 0.3 FEET BELOW THE LEVEL OF THE
 GL1315'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1333 ***********************************************************************
 GL1333  DESIGNATION -  A 203
 GL1333  PID         -  GL1333
 GL1333  STATE/COUNTY-  OK/CIMARRON
 GL1333  COUNTRY     -  US
 GL1333  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1333
 GL1333                         *CURRENT SURVEY CONTROL
 GL1333  ______________________________________________________________________
 GL1333* NAD 83(1986) POSITION- 36 58 44.     (N) 102 31 38.     (W)   SCALED
 GL1333* NAVD 88 ORTHO HEIGHT -  1231.792 (meters)     4041.30  (feet) ADJUSTED
 GL1333  ______________________________________________________________________
 GL1333  GEOID HEIGHT    -        -23.669 (meters)                     GEOID18
 GL1333  DYNAMIC HEIGHT  -       1230.469 (meters)     4036.96  (feet) COMP
 GL1333  MODELED GRAVITY -    979,514.1   (mgal)                       NAVD 88
 GL1333
 GL1333  VERT ORDER      -  FIRST     CLASS II
 GL1333
 GL1333.The horizontal coordinates were scaled from a map and have
 GL1333.an estimated accuracy of +/- 6 seconds.
 GL1333
 GL1333.The orthometric height was determined by differential leveling and
 GL1333.adjusted by the NATIONAL GEODETIC SURVEY
 GL1333.in June 1991.
 GL1333
 GL1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1333.GEOID18 height accuracy estimate available here.
 GL1333
 GL1333.Click photographs - Photos may exist for this station.
 GL1333
 GL1333.The dynamic height is computed by dividing the NAVD 88
 GL1333.geopotential number by the normal gravity value computed on the
 GL1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1333.degrees latitude (g = 980.6199 gals.).
 GL1333
 GL1333.The modeled gravity was interpolated from observed gravity values.
 GL1333
 GL1333;                    North         East    Units  Estimated Accuracy
 GL1333;SPC OK N     -   228,970.      197,040.      MT  (+/- 180 meters Scaled)
 GL1333
 GL1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA200953(NAD 83)
 GL1333
 GL1333                          SUPERSEDED SURVEY CONTROL
 GL1333
 GL1333.No superseded survey control is available for this station.
 GL1333
 GL1333_MARKER: DV = VERTICAL CONTROL DISK
 GL1333_SETTING: 66 = SET IN ROCK OUTCROP
 GL1333_STAMPING: A 203 1985
 GL1333_MARK LOGO: NGS
 GL1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1333+STABILITY: POSITION/ELEVATION WELL
 GL1333
 GL1333  HISTORY     - Date     Condition        Report By
 GL1333  HISTORY     - 1985     MONUMENTED       NGS
 GL1333
 GL1333                          STATION DESCRIPTION
 GL1333
 GL1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1333'27.8 KM (17.3 MI) NORTH FROM BOISE CITY.
 GL1333'27.8 KM (17.3 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1333'IN BOISE CITY, IN ABOUT THE CENTER OF THE NORTHERN 1/4 OF A 3 BY 9
 GL1333'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 12.0 M (39.0 FT) NORTH
 GL1333'OF THE SOUTH END OF THE CUT, 10.0 M (32.8 FT) WEST OF THE CENTERLINE
 GL1333'OF THE HIGHWAY, AND 5.2 M (17.1 FT) EAST OF A FENCE AND WITNESS POST.
 GL1333'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GL1333'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0809 ***********************************************************************
 FJ0809  DESIGNATION -  A 204
 FJ0809  PID         -  FJ0809
 FJ0809  STATE/COUNTY-  OK/CANADIAN
 FJ0809  COUNTRY     -  US
 FJ0809  USGS QUAD   -  EL RENO (2018)
 FJ0809
 FJ0809                         *CURRENT SURVEY CONTROL
 FJ0809  ______________________________________________________________________
 FJ0809* NAD 83(1986) POSITION- 35 32 32.     (N) 097 57 19.     (W)   SCALED
 FJ0809* NAVD 88 ORTHO HEIGHT -   402.643 (meters)     1321.00  (feet) ADJUSTED
 FJ0809  ______________________________________________________________________
 FJ0809  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ0809  DYNAMIC HEIGHT  -        402.252 (meters)     1319.72  (feet) COMP
 FJ0809  MODELED GRAVITY -    979,648.4   (mgal)                       NAVD 88
 FJ0809
 FJ0809  VERT ORDER      -  FIRST     CLASS II
 FJ0809
 FJ0809.The horizontal coordinates were scaled from a map and have
 FJ0809.an estimated accuracy of +/- 6 seconds.
 FJ0809
 FJ0809.The orthometric height was determined by differential leveling and
 FJ0809.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0809.in June 1991.
 FJ0809
 FJ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0809.GEOID18 height accuracy estimate available here.
 FJ0809
 FJ0809.Click photographs - Photos may exist for this station.
 FJ0809
 FJ0809.The dynamic height is computed by dividing the NAVD 88
 FJ0809.geopotential number by the normal gravity value computed on the
 FJ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0809.degrees latitude (g = 980.6199 gals.).
 FJ0809
 FJ0809.The modeled gravity was interpolated from observed gravity values.
 FJ0809
 FJ0809;                    North         East    Units  Estimated Accuracy
 FJ0809;SPC OK N     -    60,160.      604,060.      MT  (+/- 180 meters Scaled)
 FJ0809
 FJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE947336(NAD 83)
 FJ0809
 FJ0809                          SUPERSEDED SURVEY CONTROL
 FJ0809
 FJ0809  NGVD 29 (04/22/92)  402.467  (m)         1320.43   (f) ADJUSTED    1 2
 FJ0809
 FJ0809.Superseded values are not recommended for survey control.
 FJ0809
 FJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0809.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0809
 FJ0809_MARKER: I = METAL ROD
 FJ0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0809_STAMPING: A 204 1985
 FJ0809_MARK LOGO: NGS
 FJ0809_PROJECTION: FLUSH
 FJ0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0809_ROD/PIPE-DEPTH: 11.3 meters
 FJ0809
 FJ0809  HISTORY     - Date     Condition        Report By
 FJ0809  HISTORY     - 1985     MONUMENTED       NGS
 FJ0809
 FJ0809                          STATION DESCRIPTION
 FJ0809
 FJ0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0809'0.8 KM (0.5 MI) NORTH FROM EL RENO.
 FJ0809'0.87 KM (0.54 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0809'COURTHOUSE IN EL RENO, 56.7 METERS (186 FT) WEST OF THE HIGHWAY
 FJ0809'CENTERLINE, 62.5 METERS (205 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 FJ0809'CORNER OF A BRIDGE OVER AND ABANDON RAILROAD YARD, 90.5 METERS (297
 FJ0809'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER FOUR MILE
 FJ0809'CREEK, 48.8 METERS (160 FT) EAST OF THE CENTER OF NORTH EVANS AVENUE,
 FJ0809'8.5 METERS (28 FT) SOUTH OF THE EXTENDED CENTER OF WEST KIOWA STREET
 FJ0809'AND 1.2 METERS (4 FT) SOUTH OF A T JUNCTION POWER POLE.  NOTE--ACCESS
 FJ0809'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0809'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0809'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0556 ***********************************************************************
 GH0556  DESIGNATION -  A 205
 GH0556  PID         -  GH0556
 GH0556  STATE/COUNTY-  OK/GARFIELD
 GH0556  COUNTRY     -  US
 GH0556  USGS QUAD   -  ENID WEST (2018)
 GH0556
 GH0556                         *CURRENT SURVEY CONTROL
 GH0556  ______________________________________________________________________
 GH0556* NAD 83(1986) POSITION- 36 23 48.99   (N) 097 52 43.68   (W)   HD_HELD1
 GH0556* NAVD 88 ORTHO HEIGHT -   381.184 (meters)     1250.60  (feet) ADJUSTED
 GH0556  ______________________________________________________________________
 GH0556  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 GH0556  DYNAMIC HEIGHT  -        380.849 (meters)     1249.50  (feet) COMP
 GH0556  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 GH0556
 GH0556  VERT ORDER      -  FIRST     CLASS II
 GH0556
 GH0556.The horizontal coordinates were determined by differentially corrected
 GH0556.hand held GPS observations or other comparable positioning techniques
 GH0556.and have an estimated accuracy of +/- 3 meters.
 GH0556
 GH0556.The orthometric height was determined by differential leveling and
 GH0556.adjusted by the NATIONAL GEODETIC SURVEY
 GH0556.in June 1991.
 GH0556
 GH0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0556.GEOID18 height accuracy estimate available here.
 GH0556
 GH0556.Click photographs - Photos may exist for this station.
 GH0556
 GH0556.The dynamic height is computed by dividing the NAVD 88
 GH0556.geopotential number by the normal gravity value computed on the
 GH0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0556.degrees latitude (g = 980.6199 gals.).
 GH0556
 GH0556.The modeled gravity was interpolated from observed gravity values.
 GH0556
 GH0556;                    North         East    Units  Estimated Accuracy
 GH0556;SPC OK N     -   155,002.8     610,872.3     MT  (+/- 3 meters HH1 GPS) 
 GH0556
 GH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0054428560(NAD 83)
 GH0556
 GH0556                          SUPERSEDED SURVEY CONTROL
 GH0556
 GH0556  NGVD 29 (04/22/92)  381.008  (m)         1250.02   (f) ADJUSTED    1 2
 GH0556
 GH0556.Superseded values are not recommended for survey control.
 GH0556
 GH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0556.See file dsdata.pdf to determine how the superseded data were derived.
 GH0556
 GH0556_MARKER: DV = VERTICAL CONTROL DISK
 GH0556_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GH0556_SP_SET: BUILDING
 GH0556_STAMPING: A 205 1985
 GH0556_MARK LOGO: NGS
 GH0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0556+STABILITY: POSITION/ELEVATION WELL
 GH0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0556+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0556
 GH0556  HISTORY     - Date     Condition        Report By
 GH0556  HISTORY     - 1985     MONUMENTED       NGS
 GH0556  HISTORY     - 20091201 GOOD             INDIV
 GH0556  HISTORY     - 20110809 GOOD             GEOCAC
 GH0556
 GH0556                          STATION DESCRIPTION
 GH0556
 GH0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0556'IN ENID.
 GH0556'AT THE INTERSECTION OF GRAND AND BROADWAY, VERTICALLY AT THE SOUTHEAST
 GH0556'CORNER IN THE EAST FACE OF THE GARFIELD COUNTY COURTHOUSE, 0.2 METER
 GH0556'(0.7 FT) NORTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE AND 1.2
 GH0556'METERS (4 FT) BELOW THE CORNER STONE.
 GH0556'THE MARK IS 0.67 M ABOVE THE GROUND.
 GH0556
 GH0556                          STATION RECOVERY (2009)
 GH0556
 GH0556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0556'RECOVERED IN GOOD CONDITION.
 GH0556
 GH0556                          STATION RECOVERY (2011)
 GH0556
 GH0556'RECOVERY NOTE BY GEOCACHING 2011
 GH0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0584 ***********************************************************************
 GH0584  DESIGNATION -  A 206
 GH0584  PID         -  GH0584
 GH0584  STATE/COUNTY-  OK/GRANT
 GH0584  COUNTRY     -  US
 GH0584  USGS QUAD   -  WAKITA SE (2018)
 GH0584
 GH0584                         *CURRENT SURVEY CONTROL
 GH0584  ______________________________________________________________________
 GH0584* NAD 83(1986) POSITION- 36 46 52.     (N) 097 45 01.     (W)   SCALED
 GH0584* NAVD 88 ORTHO HEIGHT -   329.749 (meters)     1081.85  (feet) ADJUSTED
 GH0584  ______________________________________________________________________
 GH0584  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 GH0584  DYNAMIC HEIGHT  -        329.473 (meters)     1080.95  (feet) COMP
 GH0584  MODELED GRAVITY -    979,785.4   (mgal)                       NAVD 88
 GH0584
 GH0584  VERT ORDER      -  FIRST     CLASS II
 GH0584
 GH0584.The horizontal coordinates were scaled from a map and have
 GH0584.an estimated accuracy of +/- 6 seconds.
 GH0584
 GH0584.The orthometric height was determined by differential leveling and
 GH0584.adjusted by the NATIONAL GEODETIC SURVEY
 GH0584.in June 1991.
 GH0584
 GH0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0584.GEOID18 height accuracy estimate available here.
 GH0584
 GH0584.Click photographs - Photos may exist for this station.
 GH0584
 GH0584.The dynamic height is computed by dividing the NAVD 88
 GH0584.geopotential number by the normal gravity value computed on the
 GH0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0584.degrees latitude (g = 980.6199 gals.).
 GH0584
 GH0584.The modeled gravity was interpolated from observed gravity values.
 GH0584
 GH0584;                    North         East    Units  Estimated Accuracy
 GH0584;SPC OK N     -   197,660.      622,290.      MT  (+/- 180 meters Scaled)
 GH0584
 GH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF115713(NAD 83)
 GH0584
 GH0584                          SUPERSEDED SURVEY CONTROL
 GH0584
 GH0584.No superseded survey control is available for this station.
 GH0584
 GH0584_MARKER: I = METAL ROD
 GH0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0584_STAMPING: A 206 1985
 GH0584_MARK LOGO: NGS
 GH0584_PROJECTION: RECESSED 5 CENTIMETERS
 GH0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0584_ROD/PIPE-DEPTH: 6.1 meters
 GH0584
 GH0584  HISTORY     - Date     Condition        Report By
 GH0584  HISTORY     - 1985     MONUMENTED       NGS
 GH0584
 GH0584                          STATION DESCRIPTION
 GH0584
 GH0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0584'3.5 KM (2.2 MI) SOUTH FROM MEDFORD.
 GH0584'3.5 KM (2.2 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0584'ROUTE 11 AT MEDFORD, AT THE EXTREME NORTHEAST CORNER OF THE KOCH HYDRO
 GH0584'CARBON PLANT, 11.0 METERS (36 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 GH0584'8.7 METERS (28.5 FT) WEST OF THE CENTER OF A DIRT ROAD, 3.5 METERS
 GH0584'(11.5 FT) NORTHEAST OF A SECURITY FENCE CORNER, 1.7 METERS (5.5 FT)
 GH0584'NORTH OF A CYCLONE FENCE AND 0.6 METER (2 FT) NORTH OF A POWER POLE.
 GH0584'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0584'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 GH0584'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0591 ***********************************************************************
 GH0591  DESIGNATION -  A 207
 GH0591  PID         -  GH0591
 GH0591  STATE/COUNTY-  OK/KINGFISHER
 GH0591  COUNTRY     -  US
 GH0591  USGS QUAD   -  HENNESSEY (2018)
 GH0591
 GH0591                         *CURRENT SURVEY CONTROL
 GH0591  ______________________________________________________________________
 GH0591* NAD 83(1986) POSITION- 36 02 40.     (N) 097 54 01.     (W)   SCALED
 GH0591* NAVD 88 ORTHO HEIGHT -   338.917 (meters)     1111.93  (feet) ADJUSTED
 GH0591  ______________________________________________________________________
 GH0591  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 GH0591  DYNAMIC HEIGHT  -        338.611 (meters)     1110.93  (feet) COMP
 GH0591  MODELED GRAVITY -    979,720.6   (mgal)                       NAVD 88
 GH0591
 GH0591  VERT ORDER      -  FIRST     CLASS II
 GH0591
 GH0591.The horizontal coordinates were scaled from a map and have
 GH0591.an estimated accuracy of +/- 6 seconds.
 GH0591
 GH0591.The orthometric height was determined by differential leveling and
 GH0591.adjusted by the NATIONAL GEODETIC SURVEY
 GH0591.in June 1991.
 GH0591
 GH0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0591.GEOID18 height accuracy estimate available here.
 GH0591
 GH0591.Click photographs - Photos may exist for this station.
 GH0591
 GH0591.The dynamic height is computed by dividing the NAVD 88
 GH0591.geopotential number by the normal gravity value computed on the
 GH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0591.degrees latitude (g = 980.6199 gals.).
 GH0591
 GH0591.The modeled gravity was interpolated from observed gravity values.
 GH0591
 GH0591;                    North         East    Units  Estimated Accuracy
 GH0591;SPC OK N     -   115,890.      608,990.      MT  (+/- 180 meters Scaled)
 GH0591
 GH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE990894(NAD 83)
 GH0591
 GH0591                          SUPERSEDED SURVEY CONTROL
 GH0591
 GH0591  NGVD 29 (04/22/92)  338.749  (m)         1111.38   (f) ADJUSTED    1 2
 GH0591
 GH0591.Superseded values are not recommended for survey control.
 GH0591
 GH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0591.See file dsdata.pdf to determine how the superseded data were derived.
 GH0591
 GH0591_MARKER: I = METAL ROD
 GH0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0591_STAMPING: A 207 1985
 GH0591_MARK LOGO: NGS
 GH0591_PROJECTION: FLUSH
 GH0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0591_ROD/PIPE-DEPTH: 14.6 meters
 GH0591
 GH0591  HISTORY     - Date     Condition        Report By
 GH0591  HISTORY     - 1985     MONUMENTED       NGS
 GH0591
 GH0591                          STATION DESCRIPTION
 GH0591
 GH0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0591'7.0 KM (4.35 MI) SOUTH FROM HENNESSEY.
 GH0591'7.00 KM (4.35 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0591'HENNESSEY, ALSO 7.28 KM (4.52 MI) NORTH OF DOVER, IN THE NORTHWEST
 GH0591'CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, IN THE CENTER OF
 GH0591'A DOUBLE WOOD POST BRACE AT THE WEST END OF A WIRE GATE IN THE
 GH0591'EAST-WEST FENCE, 132.6 METERS (435 FT) WEST OF THE HIGHWAY CENTERLINE,
 GH0591'9.1 METERS (30 FT) NORTH OF THE CENTER OF THE ROAD, 11.0 METERS (36
 GH0591'FT) WEST OF A T JUNCTION POWER POLE, 10.4 METERS (34 FT) WEST OF THE
 GH0591'SOUTHEAST CORNER OF THE FENCE AND 0.3 METER (1 FT) SOUTH OF THE
 GH0591'EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GH0591'LOGO CAP.
 GH0591'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0591'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1110 ***********************************************************************
 DM1110  DESIGNATION -  A 208
 DM1110  PID         -  DM1110
 DM1110  STATE/COUNTY-  OK/MCCURTAIN
 DM1110  COUNTRY     -  US
 DM1110  USGS QUAD   -  TOM (2019)
 DM1110
 DM1110                         *CURRENT SURVEY CONTROL
 DM1110  ______________________________________________________________________
 DM1110* NAD 83(1986) POSITION- 33 44 07.     (N) 094 34 21.     (W)   SCALED
 DM1110* NAVD 88 ORTHO HEIGHT -   111.549 (meters)      365.97  (feet) ADJUSTED
 DM1110  ______________________________________________________________________
 DM1110  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 DM1110  DYNAMIC HEIGHT  -        111.434 (meters)      365.60  (feet) COMP
 DM1110  MODELED GRAVITY -    979,605.1   (mgal)                       NAVD 88
 DM1110
 DM1110  VERT ORDER      -  FIRST     CLASS II
 DM1110
 DM1110.The horizontal coordinates were scaled from a map and have
 DM1110.an estimated accuracy of +/- 6 seconds.
 DM1110
 DM1110.The orthometric height was determined by differential leveling and
 DM1110.adjusted by the NATIONAL GEODETIC SURVEY
 DM1110.in June 1991.
 DM1110
 DM1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1110.GEOID18 height accuracy estimate available here.
 DM1110
 DM1110.Click photographs - Photos may exist for this station.
 DM1110
 DM1110.The dynamic height is computed by dividing the NAVD 88
 DM1110.geopotential number by the normal gravity value computed on the
 DM1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1110.degrees latitude (g = 980.6199 gals.).
 DM1110
 DM1110.The modeled gravity was interpolated from observed gravity values.
 DM1110
 DM1110;                    North         East    Units  Estimated Accuracy
 DM1110;SPC OK S     -    49,980.      917,580.      MT  (+/- 180 meters Scaled)
 DM1110
 DM1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT543339(NAD 83)
 DM1110
 DM1110                          SUPERSEDED SURVEY CONTROL
 DM1110
 DM1110.No superseded survey control is available for this station.
 DM1110
 DM1110_MARKER: I = METAL ROD
 DM1110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1110_STAMPING: A 208 1986
 DM1110_MARK LOGO: NGS
 DM1110_PROJECTION: RECESSED 2 CENTIMETERS
 DM1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1110+STABILITY: POSITION/ELEVATION WELL
 DM1110_ROD/PIPE-DEPTH: 13.1 meters
 DM1110_SLEEVE-DEPTH  : 12.2 meters
 DM1110
 DM1110  HISTORY     - Date     Condition        Report By
 DM1110  HISTORY     - 1986     MONUMENTED       NGS
 DM1110
 DM1110                          STATION DESCRIPTION
 DM1110
 DM1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1110'IN TOM.
 DM1110'IN TOM, AT THE JUNCTION OF STATE HIGHWAY 3 AND SOUTH MAIN STREET, 79.0
 DM1110'M (259.2 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 21.5 M (70.5 FT) EAST
 DM1110'OF THE CENTER OF THE STREET, AND 5.2 M (17.1 FT) SOUTH-SOUTHEAST OF
 DM1110'THE SOUTHWEST CORNER OF THE TOM SENIOR CITIZEN CENTER.  NOTE--ACCESS
 DM1110'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1110'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0793 ***********************************************************************
 EK0793  DESIGNATION -  A 209
 EK0793  PID         -  EK0793
 EK0793  STATE/COUNTY-  OK/CHOCTAW
 EK0793  COUNTRY     -  US
 EK0793  USGS QUAD   -  SOPER (2019)
 EK0793
 EK0793                         *CURRENT SURVEY CONTROL
 EK0793  ______________________________________________________________________
 EK0793* NAD 83(1986) POSITION- 34 02 26.     (N) 095 40 46.     (W)   SCALED
 EK0793* NAVD 88 ORTHO HEIGHT -   159.460 (meters)      523.16  (feet) ADJUSTED
 EK0793  ______________________________________________________________________
 EK0793  GEOID HEIGHT    -        -28.989 (meters)                     GEOID18
 EK0793  DYNAMIC HEIGHT  -        159.288 (meters)      522.60  (feet) COMP
 EK0793  MODELED GRAVITY -    979,559.0   (mgal)                       NAVD 88
 EK0793
 EK0793  VERT ORDER      -  FIRST     CLASS II
 EK0793
 EK0793.The horizontal coordinates were scaled from a map and have
 EK0793.an estimated accuracy of +/- 6 seconds.
 EK0793
 EK0793.The orthometric height was determined by differential leveling and
 EK0793.adjusted by the NATIONAL GEODETIC SURVEY
 EK0793.in June 1991.
 EK0793
 EK0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0793.GEOID18 height accuracy estimate available here.
 EK0793
 EK0793.Click photographs - Photos may exist for this station.
 EK0793
 EK0793.The dynamic height is computed by dividing the NAVD 88
 EK0793.geopotential number by the normal gravity value computed on the
 EK0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0793.degrees latitude (g = 980.6199 gals.).
 EK0793
 EK0793.The modeled gravity was interpolated from observed gravity values.
 EK0793
 EK0793;                    North         East    Units  Estimated Accuracy
 EK0793;SPC OK S     -    80,910.      814,260.      MT  (+/- 180 meters Scaled)
 EK0793
 EK0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT526698(NAD 83)
 EK0793
 EK0793                          SUPERSEDED SURVEY CONTROL
 EK0793
 EK0793.No superseded survey control is available for this station.
 EK0793
 EK0793_MARKER: I = METAL ROD
 EK0793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK0793_STAMPING: A 209 1986
 EK0793_MARK LOGO: NGS
 EK0793_PROJECTION: FLUSH
 EK0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0793+STABILITY: POSITION/ELEVATION WELL
 EK0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0793+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2011
 EK0793_ROD/PIPE-DEPTH: 13.7 meters
 EK0793_SLEEVE-DEPTH  : 11.9 meters
 EK0793
 EK0793  HISTORY     - Date     Condition        Report By
 EK0793  HISTORY     - 1986     MONUMENTED       NGS
 EK0793  HISTORY     - 20110905 GOOD             WOOLPT
 EK0793
 EK0793                          STATION DESCRIPTION
 EK0793
 EK0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0793'16.7 KM (10.4 MI) WEST FROM HUGO.
 EK0793'16.7 KM (10.4 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0793'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 64.0 M (210.0 FT) EAST
 EK0793'OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 14.7 M (48.2 FT) NORTH
 EK0793'OF THE CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) EAST OF THE CENTER
 EK0793'OF A FIELD ENTRANCE, 3.6 M (11.8 FT) EAST OF UTILITY PEDESTAL NUMBER
 EK0793'110 820, AND 3.4 M (11.2 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 EK0793'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0793'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 EK0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EK0793
 EK0793                          STATION RECOVERY (2011)
 EK0793
 EK0793'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DPM)
 EK0793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1116 ***********************************************************************
 DM1116  DESIGNATION -  A 210
 DM1116  PID         -  DM1116
 DM1116  STATE/COUNTY-  OK/MCCURTAIN
 DM1116  COUNTRY     -  US
 DM1116  USGS QUAD   -  HAWORTH (2019)
 DM1116
 DM1116                         *CURRENT SURVEY CONTROL
 DM1116  ______________________________________________________________________
 DM1116* NAD 83(1986) POSITION- 33 49 23.     (N) 094 37 36.     (W)   SCALED
 DM1116* NAVD 88 ORTHO HEIGHT -   131.436 (meters)      431.22  (feet) ADJUSTED
 DM1116  ______________________________________________________________________
 DM1116  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 DM1116  DYNAMIC HEIGHT  -        131.302 (meters)      430.78  (feet) COMP
 DM1116  MODELED GRAVITY -    979,612.0   (mgal)                       NAVD 88
 DM1116
 DM1116  VERT ORDER      -  FIRST     CLASS II
 DM1116
 DM1116.The horizontal coordinates were scaled from a map and have
 DM1116.an estimated accuracy of +/- 6 seconds.
 DM1116
 DM1116.The orthometric height was determined by differential leveling and
 DM1116.adjusted by the NATIONAL GEODETIC SURVEY
 DM1116.in June 1991.
 DM1116
 DM1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1116.GEOID18 height accuracy estimate available here.
 DM1116
 DM1116.Click photographs - Photos may exist for this station.
 DM1116
 DM1116.The dynamic height is computed by dividing the NAVD 88
 DM1116.geopotential number by the normal gravity value computed on the
 DM1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1116.degrees latitude (g = 980.6199 gals.).
 DM1116
 DM1116.The modeled gravity was interpolated from observed gravity values.
 DM1116
 DM1116;                    North         East    Units  Estimated Accuracy
 DM1116;SPC OK S     -    59,540.      912,240.      MT  (+/- 180 meters Scaled)
 DM1116
 DM1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT494437(NAD 83)
 DM1116
 DM1116                          SUPERSEDED SURVEY CONTROL
 DM1116
 DM1116.No superseded survey control is available for this station.
 DM1116
 DM1116_MARKER: I = METAL ROD
 DM1116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1116_STAMPING: A 210 1986
 DM1116_MARK LOGO: NGS
 DM1116_PROJECTION: FLUSH
 DM1116_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1116+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 DM1116_ROD/PIPE-DEPTH: 4.9 meters
 DM1116
 DM1116  HISTORY     - Date     Condition        Report By
 DM1116  HISTORY     - 1986     MONUMENTED       NGS
 DM1116  HISTORY     - 19940311 GOOD             NGS
 DM1116
 DM1116                          STATION DESCRIPTION
 DM1116
 DM1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1116'26.4 KM (16.4 MI) EAST FROM IDABEL.
 DM1116'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1116'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1116'U.S. HIGHWAY 259 IN IDABEL, THENCE 22.9 KM (14.25 MI) EASTERLY ALONG
 DM1116'STATE HIGHWAY 3, 0.7 KM (0.45 MI) WEST OF THE INTERSECTION OF A
 DM1116'GRAVELED ROAD LEADING SOUTH, 34.0 M (111.5 FT) WEST OF THE EXTENDED
 DM1116'CENTER OF A TRACK ROAD, 15.3 M (50.2 FT) NORTH OF THE CENTERLINE OF
 DM1116'THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS
 DM1116'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1116'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DM1116
 DM1116                          STATION RECOVERY (1994)
 DM1116
 DM1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DM1116'22.9 KM (14.20 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1116'U.S. HIGHWAYS 70 AND 259 IN IDABEL, 0.7 KM (0.45 MI) WEST OF THE
 DM1116'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH, 34.5 M (113.2 FT) WEST
 DM1116'OF THE EXTENDED CENTER OF A TRACK ROAD, 15.3 M (50.2 FT) NORTH OF THE
 DM1116'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) EAST OF A UTILITY POLE, 0.3 M
 DM1116'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF
 DM1116'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DM1116'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0663 ***********************************************************************
 EL0663  DESIGNATION -  A 211
 EL0663  PID         -  EL0663
 EL0663  STATE/COUNTY-  OK/STEPHENS
 EL0663  COUNTRY     -  US
 EL0663  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0663
 EL0663                         *CURRENT SURVEY CONTROL
 EL0663  ______________________________________________________________________
 EL0663* NAD 83(1986) POSITION- 34 28 41.9    (N) 097 57 52.7    (W)   HD_HELD2
 EL0663* NAVD 88 ORTHO HEIGHT -   333.277 (meters)     1093.43  (feet) ADJUSTED
 EL0663  ______________________________________________________________________
 EL0663  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 EL0663  DYNAMIC HEIGHT  -        332.936 (meters)     1092.31  (feet) COMP
 EL0663  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 EL0663
 EL0663  VERT ORDER      -  FIRST     CLASS II
 EL0663
 EL0663.The horizontal coordinates were established by autonomous hand held GPS
 EL0663.observations and have an estimated accuracy of +/- 10 meters.
 EL0663
 EL0663.The orthometric height was determined by differential leveling and
 EL0663.adjusted by the NATIONAL GEODETIC SURVEY
 EL0663.in June 1991.
 EL0663
 EL0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0663.GEOID18 height accuracy estimate available here.
 EL0663
 EL0663.Click photographs - Photos may exist for this station.
 EL0663
 EL0663.The dynamic height is computed by dividing the NAVD 88
 EL0663.geopotential number by the normal gravity value computed on the
 EL0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0663.degrees latitude (g = 980.6199 gals.).
 EL0663
 EL0663.The modeled gravity was interpolated from observed gravity values.
 EL0663
 EL0663;                    North         East    Units  Estimated Accuracy
 EL0663;SPC OK S     -   127,004.      603,248.      MT  (+/- 10 meters HH2 GPS)
 EL0663
 EL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9507515677(NAD 83)
 EL0663
 EL0663                          SUPERSEDED SURVEY CONTROL
 EL0663
 EL0663.No superseded survey control is available for this station.
 EL0663
 EL0663_MARKER: I = METAL ROD
 EL0663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0663+WITH SETTING: INFORMATION.
 EL0663_STAMPING: A 211 1986
 EL0663_MARK LOGO: NGS
 EL0663_PROJECTION: RECESSED 2 CENTIMETERS
 EL0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0663_ROD/PIPE-DEPTH: 2.7 meters
 EL0663
 EL0663  HISTORY     - Date     Condition        Report By
 EL0663  HISTORY     - 1986     MONUMENTED       NGS
 EL0663
 EL0663                          STATION DESCRIPTION
 EL0663
 EL0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0663'0.5 KM (0.3 MI) SOUTH FROM DUNCAN.
 EL0663'0.5 KM (0.3 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0663'WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, 0.4 KM (0.25 MI) NORTH
 EL0663'OF THE ENTRANCE TO THE DUNCAN MUNICIPAL AIRPORT, 28.4 M (93.2 FT)
 EL0663'NORTH OF THE EXTENDED CENTER OF SEMINOLE ROAD, 11.7 M (38.4 FT) EAST
 EL0663'OF THE CENTERLINE OF THE HIGHWAY, AND 10.9 M (35.8 FT) SOUTH-SOUTHEAST
 EL0663'OF THE CENTER OF A SOUTHWESTERN BELL MANHOLE COVER.  NOTE--ACCESS TO
 EL0663'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0663'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 EL0663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0956 ***********************************************************************
 DN0956  DESIGNATION -  A 212
 DN0956  PID         -  DN0956
 DN0956  STATE/COUNTY-  OK/BRYAN
 DN0956  COUNTRY     -  US
 DN0956  USGS QUAD   -  ROBERTA (2018)
 DN0956
 DN0956                         *CURRENT SURVEY CONTROL
 DN0956  ______________________________________________________________________
 DN0956* NAD 83(1986) POSITION- 33 59 49.     (N) 096 22 08.     (W)   SCALED
 DN0956* NAVD 88 ORTHO HEIGHT -   194.038 (meters)      636.61  (feet) ADJUSTED
 DN0956  ______________________________________________________________________
 DN0956  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 DN0956  DYNAMIC HEIGHT  -        193.838 (meters)      635.95  (feet) COMP
 DN0956  MODELED GRAVITY -    979,598.8   (mgal)                       NAVD 88
 DN0956
 DN0956  VERT ORDER      -  FIRST     CLASS II
 DN0956
 DN0956.The horizontal coordinates were scaled from a map and have
 DN0956.an estimated accuracy of +/- 6 seconds.
 DN0956
 DN0956.The orthometric height was determined by differential leveling and
 DN0956.adjusted by the NATIONAL GEODETIC SURVEY
 DN0956.in June 1991.
 DN0956
 DN0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0956.GEOID18 height accuracy estimate available here.
 DN0956
 DN0956.Click photographs - Photos may exist for this station.
 DN0956
 DN0956.The dynamic height is computed by dividing the NAVD 88
 DN0956.geopotential number by the normal gravity value computed on the
 DN0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0956.degrees latitude (g = 980.6199 gals.).
 DN0956
 DN0956.The modeled gravity was interpolated from observed gravity values.
 DN0956
 DN0956;                    North         East    Units  Estimated Accuracy
 DN0956;SPC OK S     -    74,830.      750,690.      MT  (+/- 180 meters Scaled)
 DN0956
 DN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC430649(NAD 83)
 DN0956
 DN0956                          SUPERSEDED SURVEY CONTROL
 DN0956
 DN0956.No superseded survey control is available for this station.
 DN0956
 DN0956_MARKER: I = METAL ROD
 DN0956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0956_STAMPING: A 212 1986
 DN0956_MARK LOGO: NGS
 DN0956_PROJECTION: RECESSED 2 CENTIMETERS
 DN0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0956_ROD/PIPE-DEPTH: 5.0 meters
 DN0956
 DN0956  HISTORY     - Date     Condition        Report By
 DN0956  HISTORY     - 1986     MONUMENTED       NGS
 DN0956
 DN0956                          STATION DESCRIPTION
 DN0956
 DN0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0956'IN DURANT.
 DN0956'IN DURANT, AT THE INTERSECTION OF U.S. HIGHWAY 70 AND NORTHEAST 2ND
 DN0956'STREET, 20.9 M (68.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.8 M
 DN0956'(12.5 FT) WEST OF THE CENTER OF THE STREET, 1.1 M (3.6 FT) NORTH OF A
 DN0956'UTILITY POLE, AND 0.7 M (2.3 FT) NORTHEAST OF A METAL STREET SIGN (NE
 DN0956'2ND ST AND E PINE ST).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DN0956'5-INCH LOGO CAP.
 DN0956'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST AND FENCE
 DN0956'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1042 ***********************************************************************
 DN1042  DESIGNATION -  A 213
 DN1042  PID         -  DN1042
 DN1042  STATE/COUNTY-  OK/JEFFERSON
 DN1042  COUNTRY     -  US
 DN1042  USGS QUAD   -  TERRAL (2019)
 DN1042
 DN1042                         *CURRENT SURVEY CONTROL
 DN1042  ______________________________________________________________________
 DN1042* NAD 83(1986) POSITION- 33 56 43.02   (N) 097 56 27.48   (W)   HD_HELD1
 DN1042* NAVD 88 ORTHO HEIGHT -   258.867 (meters)      849.30  (feet) ADJUSTED
 DN1042  ______________________________________________________________________
 DN1042  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 DN1042  DYNAMIC HEIGHT  -        258.589 (meters)      848.39  (feet) COMP
 DN1042  MODELED GRAVITY -    979,554.1   (mgal)                       NAVD 88
 DN1042
 DN1042  VERT ORDER      -  FIRST     CLASS II
 DN1042
 DN1042.The horizontal coordinates were determined by differentially corrected
 DN1042.hand held GPS observations or other comparable positioning techniques
 DN1042.and have an estimated accuracy of +/- 3 meters.
 DN1042
 DN1042.The orthometric height was determined by differential leveling and
 DN1042.adjusted by the NATIONAL GEODETIC SURVEY
 DN1042.in June 1991.
 DN1042
 DN1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1042.GEOID18 height accuracy estimate available here.
 DN1042
 DN1042.Click photographs - Photos may exist for this station.
 DN1042
 DN1042.The dynamic height is computed by dividing the NAVD 88
 DN1042.geopotential number by the normal gravity value computed on the
 DN1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1042.degrees latitude (g = 980.6199 gals.).
 DN1042
 DN1042.The modeled gravity was interpolated from observed gravity values.
 DN1042
 DN1042;                    North         East    Units  Estimated Accuracy
 DN1042;SPC OK S     -    67,881.7     605,457.3     MT  (+/- 3 meters HH1 GPS) 
 DN1042
 DN1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9786456594(NAD 83)
 DN1042
 DN1042                          SUPERSEDED SURVEY CONTROL
 DN1042
 DN1042.No superseded survey control is available for this station.
 DN1042
 DN1042_MARKER: I = METAL ROD
 DN1042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1042_STAMPING: A 213 1986
 DN1042_MARK LOGO: NGS
 DN1042_PROJECTION: FLUSH
 DN1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1042_ROD/PIPE-DEPTH: 8.5 meters
 DN1042
 DN1042  HISTORY     - Date     Condition        Report By
 DN1042  HISTORY     - 1986     MONUMENTED       NGS
 DN1042
 DN1042                          STATION DESCRIPTION
 DN1042
 DN1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1042'24.8 KM (15.4 MI) SOUTH FROM WAURIKA.
 DN1042'24.8 KM (15.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1042'WITH U.S. HIGHWAY 70 IN WAURIKA, 42.4 M (139.1 FT) SOUTH OF A T-FENCE
 DN1042'CORNER, 19.9 M (65.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 M
 DN1042'(9.8 FT) SOUTH OF A UTILITY POLE, AND 1.0 M (3.3 FT) NORTH OF A
 DN1042'UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX.  NOTE--ACCESS TO
 DN1042'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1042'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 DN1042'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0689 ***********************************************************************
 EL0689  DESIGNATION -  A 214
 EL0689  PID         -  EL0689
 EL0689  STATE/COUNTY-  OK/GRADY
 EL0689  COUNTRY     -  US
 EL0689  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0689
 EL0689                         *CURRENT SURVEY CONTROL
 EL0689  ______________________________________________________________________
 EL0689* NAD 83(1986) POSITION- 34 51 16.09   (N) 097 57 11.29   (W)   HD_HELD1
 EL0689* NAVD 88 ORTHO HEIGHT -   401.482 (meters)     1317.20  (feet) ADJUSTED
 EL0689  ______________________________________________________________________
 EL0689  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 EL0689  DYNAMIC HEIGHT  -        401.077 (meters)     1315.87  (feet) COMP
 EL0689  MODELED GRAVITY -    979,612.2   (mgal)                       NAVD 88
 EL0689
 EL0689  VERT ORDER      -  FIRST     CLASS II
 EL0689
 EL0689.The horizontal coordinates were determined by differentially corrected
 EL0689.hand held GPS observations or other comparable positioning techniques
 EL0689.and have an estimated accuracy of +/- 3 meters.
 EL0689
 EL0689.The orthometric height was determined by differential leveling and
 EL0689.adjusted by the NATIONAL GEODETIC SURVEY
 EL0689.in June 1991.
 EL0689
 EL0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0689.GEOID18 height accuracy estimate available here.
 EL0689
 EL0689.Click photographs - Photos may exist for this station.
 EL0689
 EL0689.The dynamic height is computed by dividing the NAVD 88
 EL0689.geopotential number by the normal gravity value computed on the
 EL0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0689.degrees latitude (g = 980.6199 gals.).
 EL0689
 EL0689.The modeled gravity was interpolated from observed gravity values.
 EL0689
 EL0689;                    North         East    Units  Estimated Accuracy
 EL0689;SPC OK S     -   168,731.9     604,285.5     MT  (+/- 3 meters HH1 GPS) 
 EL0689
 EL0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9569857404(NAD 83)
 EL0689
 EL0689                          SUPERSEDED SURVEY CONTROL
 EL0689
 EL0689.No superseded survey control is available for this station.
 EL0689
 EL0689_MARKER: DV = VERTICAL CONTROL DISK
 EL0689_SETTING: 66 = SET IN ROCK OUTCROP
 EL0689_STAMPING: A 214 1986
 EL0689_MARK LOGO: NGS
 EL0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0689+STABILITY: POSITION/ELEVATION WELL
 EL0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0689+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2025
 EL0689
 EL0689  HISTORY     - Date     Condition        Report By
 EL0689  HISTORY     - 1986     MONUMENTED       NGS
 EL0689  HISTORY     - 20250804 GOOD             WHE
 EL0689
 EL0689                          STATION DESCRIPTION
 EL0689
 EL0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0689'22.8 KM (14.15 MI) NORTH FROM CHICKASHA.
 EL0689'22.8 KM (14.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0689'BUILDING IN CHICKASHA, IN AN EXPOSED AREA OF OUTCROPPING BEDROCK, 53.0
 EL0689'M (173.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 28.5
 EL0689'M (93.5 FT) EAST OF A FENCE, 14.6 M (47.9 FT) WEST OF THE CENTERLINE
 EL0689'OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 2.5 M (8.2 FT) WEST OF
 EL0689'THE CENTER OF A CONCRETE DRAINAGE DITCH.
 EL0689'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 EL0689'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EL0689
 EL0689                          STATION RECOVERY (2025)
 EL0689
 EL0689'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0797 ***********************************************************************
 FJ0797  DESIGNATION -  A 215
 FJ0797  PID         -  FJ0797
 FJ0797  STATE/COUNTY-  OK/GRADY
 FJ0797  COUNTRY     -  US
 FJ0797  USGS QUAD   -  MINCO (2018)
 FJ0797
 FJ0797                         *CURRENT SURVEY CONTROL
 FJ0797  ______________________________________________________________________
 FJ0797* NAD 83(1986) POSITION- 35 16 23.     (N) 097 57 12.     (W)   SCALED
 FJ0797* NAVD 88 ORTHO HEIGHT -   429.666 (meters)     1409.66  (feet) ADJUSTED
 FJ0797  ______________________________________________________________________
 FJ0797  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 FJ0797  DYNAMIC HEIGHT  -        429.236 (meters)     1408.25  (feet) COMP
 FJ0797  MODELED GRAVITY -    979,622.2   (mgal)                       NAVD 88
 FJ0797
 FJ0797  VERT ORDER      -  FIRST     CLASS II
 FJ0797
 FJ0797.The horizontal coordinates were scaled from a map and have
 FJ0797.an estimated accuracy of +/- 6 seconds.
 FJ0797
 FJ0797.The orthometric height was determined by differential leveling and
 FJ0797.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0797.in June 1991.
 FJ0797
 FJ0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0797.GEOID18 height accuracy estimate available here.
 FJ0797
 FJ0797.Click photographs - Photos may exist for this station.
 FJ0797
 FJ0797.The dynamic height is computed by dividing the NAVD 88
 FJ0797.geopotential number by the normal gravity value computed on the
 FJ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0797.degrees latitude (g = 980.6199 gals.).
 FJ0797
 FJ0797.The modeled gravity was interpolated from observed gravity values.
 FJ0797
 FJ0797;                    North         East    Units  Estimated Accuracy
 FJ0797;SPC OK S     -   215,170.      604,250.      MT  (+/- 180 meters Scaled)
 FJ0797
 FJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE951038(NAD 83)
 FJ0797
 FJ0797                          SUPERSEDED SURVEY CONTROL
 FJ0797
 FJ0797.No superseded survey control is available for this station.
 FJ0797
 FJ0797_MARKER: I = METAL ROD
 FJ0797_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0797+WITH SETTING: INFORMATION.
 FJ0797_STAMPING: A 215 1986
 FJ0797_MARK LOGO: NGS
 FJ0797_PROJECTION: FLUSH
 FJ0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0797_ROD/PIPE-DEPTH: 2.4 meters
 FJ0797
 FJ0797  HISTORY     - Date     Condition        Report By
 FJ0797  HISTORY     - 1986     MONUMENTED       NGS
 FJ0797
 FJ0797                          STATION DESCRIPTION
 FJ0797
 FJ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0797'26.4 KM (16.4 MI) SOUTH FROM EL RENO.
 FJ0797'25.4 KM (15.8 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0797'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, THENCE 0.7 KM
 FJ0797'(0.45 MI) WEST ALONG A DIRT ROAD, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 FJ0797'U.S. HIGHWAY 81, OR 26.8 KM (16.65 MI) NORTHERLY ALONG U.S. HIGHWAY 81
 FJ0797'FROM THE FEDERAL BUILDING IN CHICKASHA, 15.4 M (50.5 FT) EAST OF THE
 FJ0797'CENTERLINE OF THE HIGHWAY, 12.9 M (42.3 FT) NORTHWEST OF A SIGN, AND
 FJ0797'10.7 M (35.1 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 FJ0797'IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0797'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 FJ0797'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1389 ***********************************************************************
 FJ1389  FBN         -  This is a Federal Base Network Control Station.
 FJ1389  DESIGNATION -  A 216
 FJ1389  PID         -  FJ1389
 FJ1389  STATE/COUNTY-  OK/CLEVELAND
 FJ1389  COUNTRY     -  US
 FJ1389  USGS QUAD   -  MOORE (2018)
 FJ1389
 FJ1389                         *CURRENT SURVEY CONTROL
 FJ1389  ______________________________________________________________________
 FJ1389* NAD 83(2011) POSITION- 35 16 34.91294(N) 097 28 33.77878(W)   ADJUSTED
 FJ1389* NAD 83(2011) ELLIP HT-   328.360 (meters)        (06/27/12)   ADJUSTED
 FJ1389* NAD 83(2011) EPOCH   -  2010.00
 FJ1389* NAVD 88 ORTHO HEIGHT -   355.023 (meters)     1164.77  (feet) ADJUSTED
 FJ1389  ______________________________________________________________________
 FJ1389  GEOID HEIGHT    -        -26.659 (meters)                     GEOID18
 FJ1389  NAD 83(2011) X  -   -678,278.785 (meters)                     COMP
 FJ1389  NAD 83(2011) Y  - -5,168,733.743 (meters)                     COMP
 FJ1389  NAD 83(2011) Z  -  3,663,129.857 (meters)                     COMP
 FJ1389  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 FJ1389  DYNAMIC HEIGHT  -        354.678 (meters)     1163.64  (feet) COMP
 FJ1389  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 FJ1389
 FJ1389  VERT ORDER      -  FIRST     CLASS II
 FJ1389
 FJ1389  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1389  Standards:
 FJ1389         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1389            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1389  -------------------------------------------------------------------
 FJ1389  NETWORK    0.47   0.94           0.21   0.17   0.48      0.05752475
 FJ1389  -------------------------------------------------------------------
 FJ1389  Click here for local accuracies and other accuracy information.
 FJ1389
 FJ1389.The horizontal coordinates were established by GPS observations
 FJ1389.and adjusted by the National Geodetic Survey in June 2012.
 FJ1389
 FJ1389.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1389.been affixed to the stable North American tectonic plate. See 
 FJ1389.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1389
 FJ1389.The horizontal coordinates are valid at the epoch date displayed above
 FJ1389.which is a decimal equivalence of Year/Month/Day.
 FJ1389
 FJ1389.The orthometric height was determined by differential leveling and
 FJ1389.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1389.in August 1994.
 FJ1389
 FJ1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1389.GEOID18 height accuracy estimate available here.
 FJ1389
 FJ1389.Click photographs - Photos may exist for this station.
 FJ1389
 FJ1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1389
 FJ1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1389
 FJ1389.The ellipsoidal height was determined by GPS observations
 FJ1389.and is referenced to NAD 83.
 FJ1389
 FJ1389.The dynamic height is computed by dividing the NAVD 88
 FJ1389.geopotential number by the normal gravity value computed on the
 FJ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1389.degrees latitude (g = 980.6199 gals.).
 FJ1389
 FJ1389.The modeled gravity was interpolated from observed gravity values.
 FJ1389
 FJ1389. The following values were computed from the NAD 83(2011) position.
 FJ1389
 FJ1389;                    North         East     Units Scale Factor Converg.
 FJ1389;SPC OK S     -   215,659.180   647,669.298   MT  1.00000879   +0 17 50.7
 FJ1389;SPC OK S     -   707,541.83  2,124,895.02   sFT  1.00000879   +0 17 50.7
 FJ1389;UTM  14      - 3,904,756.210   638,599.297   MT  0.99983674   +0 52 48.9
 FJ1389
 FJ1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1389!SPC OK S     -   0.99994846  x   1.00000879  =   0.99995725
 FJ1389!UTM  14      -   0.99994846  x   0.99983674  =   0.99978521
 FJ1389
 FJ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3859904756(NAD 83)
 FJ1389
 FJ1389                          SUPERSEDED SURVEY CONTROL
 FJ1389
 FJ1389  NAD 83(2007)-  35 16 34.91284(N)    097 28 33.77925(W) AD(2002.00) 0
 FJ1389  ELLIP H (02/10/07)  328.378  (m)                       GP(2002.00)    
 FJ1389  NAD 83(1993)-  35 16 34.91271(N)    097 28 33.77944(W) AD(       ) B
 FJ1389  ELLIP H (06/09/00)  328.379  (m)                       GP(       ) 2 2
 FJ1389  NAVD 88             355.02   (m)         1164.8    (f) LEVELING    3  
 FJ1389
 FJ1389.Superseded values are not recommended for survey control.
 FJ1389
 FJ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1389.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1389
 FJ1389_MARKER: F = FLANGE-ENCASED ROD
 FJ1389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1389_STAMPING: A 216 1994
 FJ1389_MARK LOGO: NGS
 FJ1389_PROJECTION: FLUSH
 FJ1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1389+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2014
 FJ1389_ROD/PIPE-DEPTH: 4.9 meters
 FJ1389
 FJ1389  HISTORY     - Date     Condition        Report By
 FJ1389  HISTORY     - 1994     MONUMENTED       NGS
 FJ1389  HISTORY     - 19990820 GOOD             NGS
 FJ1389  HISTORY     - 20010914 GOOD             INDIV
 FJ1389  HISTORY     - 20021026 GOOD             JCLS
 FJ1389  HISTORY     - 20061016 GOOD             AIRDAT
 FJ1389  HISTORY     - 20100624 GOOD             NGS
 FJ1389  HISTORY     - 20140718 GOOD             WOOLPT
 FJ1389
 FJ1389                          STATION DESCRIPTION
 FJ1389
 FJ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1389'0.6 KM (0.35 MI) NORTHEASTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ1389'IN NORMAN, THENCE 6.3 KM (3.90 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ1389'THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG 24TH AVENUE NORTHWEST, THENCE
 FJ1389'0.1 KM (0.05 MI) EASTERLY ALONG FRANKLIN ROAD, 29.4 M (96.5 FT)
 FJ1389'NORTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 13.8 M (45.3 FT)
 FJ1389'SOUTH OF THE ROAD CENTERLINE, 4.8 M (15.7 FT) SOUTHEAST OF THE
 FJ1389'NORTHWEST END OF A FENCE, 2.3 M (7.5 FT) SOUTH OF A F.A.P. CONCRETE
 FJ1389'MARKER, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 FJ1389'(1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FJ1389'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1389
 FJ1389                          STATION RECOVERY (1999)
 FJ1389
 FJ1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FJ1389'THE STATION IS LOCATED ABOUT 7.56 KM (4.70 MI) NORTHWEST OF NORMAN, AT
 FJ1389'THE JUNCTION OF FRANKLIN ROAD AND 24TH AVENUE, IN A FENCE LINE.
 FJ1389'OWNERSHIP--TOPEKA AND SANTA FE RAILROAD.  TO REACH THE STATION FROM
 FJ1389'THE EAST END OF THE INDIAN HILL OVERPASS BRIDGE OVER INTERSTATE
 FJ1389'HIGHWAY 35 (EXIT 114), ABOUT 8.0 KM (4.95 MI) NORTHWEST OF NORMAN, GO
 FJ1389'EAST ON INDIAN HILLS ROAD FOR 0.97 KM (0.60 MI) TO THE INTERSECTION OF
 FJ1389'24TH AVE ON THE RIGHT AND EASTERN AVENUE ON THE LEFT.  TURN RIGHT,
 FJ1389'SOUTH ON 24TH AVE FOR 1.61 KM (1.00 MI) TO THE JUNCTION OF FRANKLIN
 FJ1389'ROAD AND THE STATION AHEAD, SOUTHEAST AND ACROSS FRANKLIN ROAD, EAST
 FJ1389'OF A RAILROAD CROSSING.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 FJ1389'STAINLESS STEEL ROD, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP
 FJ1389'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT)
 FJ1389'ABOVE THE ROAD.  LOCATED 29.4 M (96.5 FT) NORTHEAST OF THE NORTHEAST
 FJ1389'RAIL OF THE TRACKS, 13.93 M (45.70 FT) SOUTHWEST OF A METAL POST WITH
 FJ1389'SPEED LIMIT SIGN, 13.87 M (45.51 FT) SOUTH OF THE CENTER OF FRANKLIN
 FJ1389'ROAD, 4.8 M (15.7 FT) SOUTH OF THE NORTH END POST (RAILROAD TIE) OF A
 FJ1389'FENCE AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 FJ1389
 FJ1389                          STATION RECOVERY (2001)
 FJ1389
 FJ1389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ1389'MARK RECOVERED IN GOOD CONDITION. SIGNIFICANT DAMAGE NOTED TO BASE OF
 FJ1389'WITNESS POST.
 FJ1389
 FJ1389                          STATION RECOVERY (2002)
 FJ1389
 FJ1389'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ1389'RECOVERED IN GOOD CONDITION.
 FJ1389
 FJ1389                          STATION RECOVERY (2006)
 FJ1389
 FJ1389'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ1389'RECOVERED AS DESCRIBED.
 FJ1389
 FJ1389                          STATION RECOVERY (2010)
 FJ1389
 FJ1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (PDM)
 FJ1389'RECOVERED IN GOOD CONDITION.
 FJ1389
 FJ1389                          STATION RECOVERY (2014)
 FJ1389
 FJ1389'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (ZJH)
 FJ1389'MARK IS 5 FT (1.5 M) SOUTHWEST OF A POWER POLE AND 2 FT (0.6 M)
 FJ1389'NORTHWEST OF A 4-INCH (10 CM) STEEL FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0645 ***********************************************************************
 FK0645  DESIGNATION -  A 217
 FK0645  PID         -  FK0645
 FK0645  STATE/COUNTY-  OK/GRADY
 FK0645  COUNTRY     -  US
 FK0645  USGS QUAD   -  COGAR SE (2018)
 FK0645
 FK0645                         *CURRENT SURVEY CONTROL
 FK0645  ______________________________________________________________________
 FK0645* NAD 83(1986) POSITION- 35 20 04.     (N) 098 00 30.     (W)   SCALED
 FK0645* NAVD 88 ORTHO HEIGHT -   428.770 (meters)     1406.72  (feet) ADJUSTED
 FK0645  ______________________________________________________________________
 FK0645  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 FK0645  DYNAMIC HEIGHT  -        428.344 (meters)     1405.33  (feet) COMP
 FK0645  MODELED GRAVITY -    979,625.6   (mgal)                       NAVD 88
 FK0645
 FK0645  VERT ORDER      -  FIRST     CLASS II
 FK0645
 FK0645.The horizontal coordinates were scaled from a map and have
 FK0645.an estimated accuracy of +/- 6 seconds.
 FK0645
 FK0645.The orthometric height was determined by differential leveling and
 FK0645.adjusted by the NATIONAL GEODETIC SURVEY
 FK0645.in August 1994.
 FK0645
 FK0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0645.GEOID18 height accuracy estimate available here.
 FK0645
 FK0645.Click photographs - Photos may exist for this station.
 FK0645
 FK0645.The dynamic height is computed by dividing the NAVD 88
 FK0645.geopotential number by the normal gravity value computed on the
 FK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0645.degrees latitude (g = 980.6199 gals.).
 FK0645
 FK0645.The modeled gravity was interpolated from observed gravity values.
 FK0645
 FK0645;                    North         East    Units  Estimated Accuracy
 FK0645;SPC OK S     -   221,980.      599,240.      MT  (+/- 180 meters Scaled)
 FK0645
 FK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE901105(NAD 83)
 FK0645
 FK0645                          SUPERSEDED SURVEY CONTROL
 FK0645
 FK0645.No superseded survey control is available for this station.
 FK0645
 FK0645_MARKER: I = METAL ROD
 FK0645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0645+WITH SETTING: INFORMATION.
 FK0645_STAMPING: A 217 1994
 FK0645_MARK LOGO: NGS
 FK0645_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0645+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0645
 FK0645  HISTORY     - Date     Condition        Report By
 FK0645  HISTORY     - 1994     MONUMENTED       NGS
 FK0645
 FK0645                          STATION DESCRIPTION
 FK0645
 FK0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0645'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0645'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0645'THENCE 6.1 KM (3.80 MI) WESTERLY ALONG STATE HIGHWAY 152, A METAL
 FK0645'ROD DRIVEN 2.2 METERS AND FLUSH WITH THE GROUND, 18.3 M
 FK0645'(60.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.1 M (39.7 FT) WEST OF
 FK0645'THE CENTER OF HORNBECK ROAD, 3.5 M (11.5 FT) WEST OF A FENCE CORNER,
 FK0645'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 FK0645'SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 FK0645'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 FK0645'ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1059 ***********************************************************************
 EL1059  DESIGNATION -  A 218
 EL1059  PID         -  EL1059
 EL1059  STATE/COUNTY-  OK/CARTER
 EL1059  COUNTRY     -  US
 EL1059  USGS QUAD   -  ARDMORE EAST (2018)
 EL1059
 EL1059                         *CURRENT SURVEY CONTROL
 EL1059  ______________________________________________________________________
 EL1059* NAD 83(1986) POSITION- 34 11 15.06   (N) 097 05 05.01   (W)   HD_HELD1
 EL1059* NAVD 88 ORTHO HEIGHT -   272.333 (meters)      893.48  (feet) ADJUSTED
 EL1059  ______________________________________________________________________
 EL1059  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 EL1059  DYNAMIC HEIGHT  -        272.048 (meters)      892.54  (feet) COMP
 EL1059  MODELED GRAVITY -    979,580.4   (mgal)                       NAVD 88
 EL1059
 EL1059  VERT ORDER      -  FIRST     CLASS II
 EL1059
 EL1059.The horizontal coordinates were determined by differentially corrected
 EL1059.hand held GPS observations or other comparable positioning techniques
 EL1059.and have an estimated accuracy of +/- 3 meters.
 EL1059
 EL1059.The orthometric height was determined by differential leveling and
 EL1059.adjusted by the NATIONAL GEODETIC SURVEY
 EL1059.in August 1994.
 EL1059
 EL1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1059.GEOID18 height accuracy estimate available here.
 EL1059
 EL1059.Click photographs - Photos may exist for this station.
 EL1059
 EL1059.The dynamic height is computed by dividing the NAVD 88
 EL1059.geopotential number by the normal gravity value computed on the
 EL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1059.degrees latitude (g = 980.6199 gals.).
 EL1059
 EL1059.The modeled gravity was interpolated from observed gravity values.
 EL1059
 EL1059;                    North         East    Units  Estimated Accuracy
 EL1059;SPC OK S     -    95,131.4     684,366.7     MT  (+/- 3 meters HH1 GPS) 
 EL1059
 EL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7649484605(NAD 83)
 EL1059
 EL1059                          SUPERSEDED SURVEY CONTROL
 EL1059
 EL1059.No superseded survey control is available for this station.
 EL1059
 EL1059_MARKER: F = FLANGE-ENCASED ROD
 EL1059_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1059_STAMPING: A 218 1994
 EL1059_MARK LOGO: NGS
 EL1059_PROJECTION: FLUSH
 EL1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1059+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 EL1059_ROD/PIPE-DEPTH: 4.9 meters
 EL1059
 EL1059  HISTORY     - Date     Condition        Report By
 EL1059  HISTORY     - 1994     MONUMENTED       NGS
 EL1059  HISTORY     - 19990921 GOOD             OKWRB
 EL1059  HISTORY     - 20220919 GOOD             WHE
 EL1059
 EL1059                          STATION DESCRIPTION
 EL1059
 EL1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1059'0.2 KM (0.10 MI) EASTERLY ALONG 1ST AVENUE SOUTHWEST FROM THE POST
 EL1059'OFFICE IN ARDMORE, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG WASHINGTON
 EL1059'STREET, THENCE 3.7 KM (2.30 MI) EASTERLY ALONG STATE HIGHWAY 199,
 EL1059'16.0 M (52.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 EL1059'THE HIGHWAY, 5.1 M (16.7 FT) NORTHWEST OF A UTILITY POLE, 0.5 M
 EL1059'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF
 EL1059'A WITNESS POST AND T-FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT
 EL1059'IS THROUGH A 5-INCH LOGO CAP.
 EL1059
 EL1059                          STATION RECOVERY (1999)
 EL1059
 EL1059'RECOVERY NOTE BY OKLAHOMA WATER RESOURCES BOARD 1999 (CRB)
 EL1059'THE MARKER IS ACROSS THE STREET FROM TECHNOLOGY SCHOOL.
 EL1059'CONSTRUCTION OF WATER PIPE LINE IN AREA, BUT APPEARS THAT THE
 EL1059'THE MARKER WAS NOT DISTUREBED.  ALSO FOUND WITNESS POST.
 EL1059
 EL1059                          STATION RECOVERY (2022)
 EL1059
 EL1059'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2022 (TC)
 EL1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1487 ***********************************************************************
 DM1487  DESIGNATION -  A 219
 DM1487  PID         -  DM1487
 DM1487  STATE/COUNTY-  OK/MCCURTAIN
 DM1487  COUNTRY     -  US
 DM1487  USGS QUAD   -  HAWORTH (2019)
 DM1487
 DM1487                         *CURRENT SURVEY CONTROL
 DM1487  ______________________________________________________________________
 DM1487* NAD 83(1986) POSITION- 33 48 30.     (N) 094 39 08.     (W)   SCALED
 DM1487* NAVD 88 ORTHO HEIGHT -   116.215 (meters)      381.28  (feet) ADJUSTED
 DM1487  ______________________________________________________________________
 DM1487  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 DM1487  DYNAMIC HEIGHT  -        116.096 (meters)      380.89  (feet) COMP
 DM1487  MODELED GRAVITY -    979,610.7   (mgal)                       NAVD 88
 DM1487
 DM1487  VERT ORDER      -  FIRST     CLASS II
 DM1487
 DM1487.The horizontal coordinates were scaled from a map and have
 DM1487.an estimated accuracy of +/- 6 seconds.
 DM1487
 DM1487.The orthometric height was determined by differential leveling and
 DM1487.adjusted by the NATIONAL GEODETIC SURVEY
 DM1487.in August 1994.
 DM1487
 DM1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1487.GEOID18 height accuracy estimate available here.
 DM1487
 DM1487.Click photographs - Photos may exist for this station.
 DM1487
 DM1487.The dynamic height is computed by dividing the NAVD 88
 DM1487.geopotential number by the normal gravity value computed on the
 DM1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1487.degrees latitude (g = 980.6199 gals.).
 DM1487
 DM1487.The modeled gravity was interpolated from observed gravity values.
 DM1487
 DM1487;                    North         East    Units  Estimated Accuracy
 DM1487;SPC OK S     -    57,830.      909,930.      MT  (+/- 180 meters Scaled)
 DM1487
 DM1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT470421(NAD 83)
 DM1487
 DM1487                          SUPERSEDED SURVEY CONTROL
 DM1487
 DM1487.No superseded survey control is available for this station.
 DM1487
 DM1487_MARKER: I = METAL ROD
 DM1487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1487_STAMPING: A 219 1994
 DM1487_MARK LOGO: NGS
 DM1487_PROJECTION: FLUSH
 DM1487_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1487+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1487_ROD/PIPE-DEPTH: 3.6 meters
 DM1487
 DM1487  HISTORY     - Date     Condition        Report By
 DM1487  HISTORY     - 1994     MONUMENTED       NGS
 DM1487
 DM1487                          STATION DESCRIPTION
 DM1487
 DM1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1487'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1487'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 1.9 KM (1.20 MI) SOUTHERLY
 DM1487'ALONG A PAVED ROAD, AT A POINT WHERE THE PAVED ROAD TURNS SOUTHWEST,
 DM1487'23.0 M (75.5 FT) SOUTHEAST OF THE ROAD CENTER, 11.0 M (36.1 FT) SOUTH
 DM1487'OF THE CENTER OF A GRAVELED ROAD, 4.6 M (15.1 FT) EAST-NORTHEAST OF
 DM1487'THE CENTER OF A DRIVEWAY, 0.8 M (2.6 FT) NORTHEAST OF A UTILITY POLE
 DM1487'WITH 1 GUY CABLE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND 0.3
 DM1487'M (1.0 FT) BELOW THE LEVEL OF THE PAVED ROAD. NOTE--ACCESS TO THE
 DM1487'DATUM POINT IS THROUGH 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0960 ***********************************************************************
 GG0960  DESIGNATION -  A 220
 GG0960  PID         -  GG0960
 GG0960  STATE/COUNTY-  OK/TULSA
 GG0960  COUNTRY     -  US
 GG0960  USGS QUAD   -  TULSA (2019)
 GG0960
 GG0960                         *CURRENT SURVEY CONTROL
 GG0960  ______________________________________________________________________
 GG0960* NAD 83(2011) POSITION- 36 10 46.96527(N) 095 55 22.73667(W)   ADJUSTED
 GG0960* NAD 83(2011) ELLIP HT-   171.588 (meters)        (09/17/20)   ADJUSTED
 GG0960* NAD 83(2011) EPOCH   -  2010.00
 GG0960* NAVD 88 ORTHO HEIGHT -   200.578 (meters)      658.06  (feet) ADJUSTED
 GG0960  ______________________________________________________________________
 GG0960  GEOID HEIGHT    -        -28.986 (meters)                     GEOID18
 GG0960  NAD 83(2011) X  -   -531,889.450 (meters)                     COMP
 GG0960  NAD 83(2011) Y  - -5,126,874.265 (meters)                     COMP
 GG0960  NAD 83(2011) Z  -  3,744,407.189 (meters)                     COMP
 GG0960  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 GG0960  DYNAMIC HEIGHT  -        200.403 (meters)      657.49  (feet) COMP
 GG0960  MODELED GRAVITY -    979,754.5   (mgal)                       NAVD 88
 GG0960
 GG0960  VERT ORDER      -  FIRST     CLASS II
 GG0960
 GG0960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0960  Standards:
 GG0960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0960  -------------------------------------------------------------------
 GG0960  NETWORK    0.51   1.12           0.20   0.22   0.57     -0.01596396
 GG0960  -------------------------------------------------------------------
 GG0960  Click here for local accuracies and other accuracy information.
 GG0960
 GG0960.The horizontal coordinates were established by GPS observations
 GG0960.and adjusted by the CITY OF TULSA in September 2020.
 GG0960
 GG0960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0960.been affixed to the stable North American tectonic plate. See 
 GG0960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0960
 GG0960.The horizontal coordinates are valid at the epoch date displayed above
 GG0960.which is a decimal equivalence of Year/Month/Day.
 GG0960
 GG0960.The orthometric height was determined by differential leveling and
 GG0960.adjusted by the NATIONAL GEODETIC SURVEY
 GG0960.in August 1994.
 GG0960
 GG0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0960.GEOID18 height accuracy estimate available here.
 GG0960
 GG0960.Click photographs - Photos may exist for this station.
 GG0960
 GG0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0960
 GG0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0960
 GG0960.The ellipsoidal height was determined by GPS observations
 GG0960.and is referenced to NAD 83.
 GG0960
 GG0960.The dynamic height is computed by dividing the NAVD 88
 GG0960.geopotential number by the normal gravity value computed on the
 GG0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0960.degrees latitude (g = 980.6199 gals.).
 GG0960
 GG0960.The modeled gravity was interpolated from observed gravity values.
 GG0960
 GG0960. The following values were computed from the NAD 83(2011) position.
 GG0960
 GG0960;                    North         East     Units Scale Factor Converg.
 GG0960;SPC OK N     -   132,890.979   786,821.305   MT  0.99994543   +1 13 32.7
 GG0960;SPC OK N     -   435,993.15  2,581,429.56   sFT  0.99994543   +1 13 32.7
 GG0960;UTM  15      - 4,007,841.849   237,122.703   MT  1.00045155   -1 43 35.3
 GG0960;UTM  14      - 4,008,270.553   776,734.357   MT  1.00054371   +1 49 03.3
 GG0960
 GG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0960!SPC OK N     -   0.99997307  x   0.99994543  =   0.99991850
 GG0960!UTM  15      -   0.99997307  x   1.00045155  =   1.00042461
 GG0960!UTM  14      -   0.99997307  x   1.00054371  =   1.00051677
 GG0960
 GG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3712207841(NAD 83)
 GG0960
 GG0960                          SUPERSEDED SURVEY CONTROL
 GG0960
 GG0960.No superseded survey control is available for this station.
 GG0960
 GG0960_MARKER: F = FLANGE-ENCASED ROD
 GG0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0960_STAMPING: A 220 1994
 GG0960_MARK LOGO: NGS
 GG0960_PROJECTION: FLUSH
 GG0960_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0960+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2023
 GG0960_ROD/PIPE-DEPTH: 6.2 meters
 GG0960
 GG0960  HISTORY     - Date     Condition        Report By
 GG0960  HISTORY     - 1994     MONUMENTED       NGS
 GG0960  HISTORY     - 20081105 GOOD             AIRDAT
 GG0960  HISTORY     - 20100402 GOOD             AIRDAT
 GG0960  HISTORY     - 20201010 GOOD             COTOK
 GG0960  HISTORY     - 20231113 GOOD             OKDOT
 GG0960
 GG0960                          STATION DESCRIPTION
 GG0960
 GG0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0960'IN TULSA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 GG0960'NORTH YALE AVENUE, 45.8 M (150.3 FT) WEST OF THE AVENUE CENTERLINE,
 GG0960'14.2 M (46.6 FT) SOUTH OF THE NEAR RAIL, 1.0 M (3.3 FT) EAST OF A
 GG0960'UTILITY POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M
 GG0960'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 GG0960'THROUGH A 5-INCH LOGO CAP.
 GG0960
 GG0960                          STATION RECOVERY (2008)
 GG0960
 GG0960'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0960'RECOVERED AS DESCRIBED. WITNESS POST AND POLE ARE GONE.
 GG0960
 GG0960                          STATION RECOVERY (2010)
 GG0960
 GG0960'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0960'RECOVERED IN GOOD CONDITION.
 GG0960
 GG0960                          STATION RECOVERY (2020)
 GG0960
 GG0960'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 GG0960'NEW REFERENCE OBJECTS STATION IS 212.5 FT (64.8 M) SOUTHWEST OF FIRE
 GG0960'HYDRANT NORTH SIDE OF TRACTS EAST SIDE OF YALE, 182.3 FT (55.6 M)
 GG0960'WEST-SOUTHWEST OF SW BOLT RAILROAD LIGHT POLE EAST OF YALE AND SOUTH
 GG0960'OF TRACKS, 111.9 FT (34.1 M) WEST-NORTHWEST OF NEAREST UTILITY POLE.
 GG0960'DISTANCE TO SOUTH RAIL AND CENTERLINE OF AVENUE UNCHANGED.
 GG0960
 GG0960                          STATION RECOVERY (2023)
 GG0960
 GG0960'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0960'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9260 ***********************************************************************
 AC9260  DESIGNATION -  A 221
 AC9260  PID         -  AC9260
 AC9260  STATE/COUNTY-  OK/DEWEY
 AC9260  COUNTRY     -  US
 AC9260  USGS QUAD   -  CAMARGO (2018)
 AC9260
 AC9260                         *CURRENT SURVEY CONTROL
 AC9260  ______________________________________________________________________
 AC9260* NAD 83(1986) POSITION- 36 05 12.     (N) 099 15 28.     (W)   SCALED
 AC9260* NAVD 88 ORTHO HEIGHT -   652.558 (meters)     2140.93  (feet) ADJUSTED
 AC9260  ______________________________________________________________________
 AC9260  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 AC9260  DYNAMIC HEIGHT  -        651.907 (meters)     2138.80  (feet) COMP
 AC9260  MODELED GRAVITY -    979,614.9   (mgal)                       NAVD 88
 AC9260
 AC9260  VERT ORDER      -  SECOND    CLASS I
 AC9260
 AC9260.The horizontal coordinates were scaled from a map and have
 AC9260.an estimated accuracy of +/- 6 seconds.
 AC9260
 AC9260.The orthometric height was determined by differential leveling and
 AC9260.adjusted by the NATIONAL GEODETIC SURVEY
 AC9260.in July 2002.
 AC9260
 AC9260.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9260.GEOID18 height accuracy estimate available here.
 AC9260
 AC9260.Click photographs - Photos may exist for this station.
 AC9260
 AC9260.The dynamic height is computed by dividing the NAVD 88
 AC9260.geopotential number by the normal gravity value computed on the
 AC9260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9260.degrees latitude (g = 980.6199 gals.).
 AC9260
 AC9260.The modeled gravity was interpolated from observed gravity values.
 AC9260
 AC9260;                    North         East    Units  Estimated Accuracy
 AC9260;SPC OK N     -   121,300.      486,730.      MT  (+/- 180 meters Scaled)
 AC9260
 AC9260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME767935(NAD 83)
 AC9260
 AC9260                          SUPERSEDED SURVEY CONTROL
 AC9260
 AC9260.No superseded survey control is available for this station.
 AC9260
 AC9260_MARKER: I = METAL ROD
 AC9260_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9260_STAMPING: A 221 1997
 AC9260_MARK LOGO: NGS
 AC9260_PROJECTION: FLUSH
 AC9260_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9260+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9260_ROD/PIPE-DEPTH: 3.4 meters
 AC9260_SLEEVE-DEPTH  : 0.9 meters
 AC9260
 AC9260  HISTORY     - Date     Condition        Report By
 AC9260  HISTORY     - 1997     MONUMENTED       NGS
 AC9260
 AC9260                          STATION DESCRIPTION
 AC9260
 AC9260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9260'8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AC9260'IN VICI, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A PAVED ROAD, 15.2 M
 AC9260'(49.9 FT) EAST OF THE CENTER OF A DIRT ROAD, 11.1 M (36.4 FT) SOUTH OF
 AC9260'THE ROAD CENTER, 5.3 M (17.4 FT) EAST OF A FENCE CORNER, 0.5 M (1.6
 AC9260'FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) NORTH OF A WITNESS
 AC9260'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC9260'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AC9260'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0306 ***********************************************************************
 GL0306  DESIGNATION -  A 23
 GL0306  PID         -  GL0306
 GL0306  STATE/COUNTY-  OK/CIMARRON
 GL0306  COUNTRY     -  US
 GL0306  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL0306
 GL0306                         *CURRENT SURVEY CONTROL
 GL0306  ______________________________________________________________________
 GL0306* NAD 83(2011) POSITION- 36 59 40.28933(N) 102 31 24.25251(W)   ADJUSTED
 GL0306* NAD 83(2011) ELLIP HT-  1223.778 (meters)        (06/27/12)   ADJUSTED
 GL0306* NAD 83(2011) EPOCH   -  2010.00
 GL0306* NAVD 88 ORTHO HEIGHT -  1247.434 (meters)     4092.62  (feet) ADJUSTED
 GL0306  ______________________________________________________________________
 GL0306  GEOID HEIGHT    -        -23.669 (meters)                     GEOID18
 GL0306  NAD 83(2011) X  - -1,106,165.482 (meters)                     COMP
 GL0306  NAD 83(2011) Y  - -4,979,962.740 (meters)                     COMP
 GL0306  NAD 83(2011) Z  -  3,817,644.268 (meters)                     COMP
 GL0306  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 GL0306  DYNAMIC HEIGHT  -       1246.092 (meters)     4088.22  (feet) COMP
 GL0306  MODELED GRAVITY -    979,512.1   (mgal)                       NAVD 88
 GL0306
 GL0306  VERT ORDER      -  FIRST     CLASS II
 GL0306
 GL0306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GL0306  Standards:
 GL0306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GL0306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GL0306  -------------------------------------------------------------------
 GL0306  NETWORK    2.85   3.37           1.30   0.99   1.72      0.01131803
 GL0306  -------------------------------------------------------------------
 GL0306  Click here for local accuracies and other accuracy information.
 GL0306
 GL0306.The horizontal coordinates were established by GPS observations
 GL0306.and adjusted by the National Geodetic Survey in June 2012.
 GL0306
 GL0306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GL0306.been affixed to the stable North American tectonic plate. See 
 GL0306.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GL0306
 GL0306.The horizontal coordinates are valid at the epoch date displayed above
 GL0306.which is a decimal equivalence of Year/Month/Day.
 GL0306
 GL0306.The orthometric height was determined by differential leveling and
 GL0306.adjusted by the NATIONAL GEODETIC SURVEY
 GL0306.in June 1991.
 GL0306
 GL0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0306.GEOID18 height accuracy estimate available here.
 GL0306
 GL0306.Click photographs - Photos may exist for this station.
 GL0306
 GL0306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL0306
 GL0306.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL0306
 GL0306.The ellipsoidal height was determined by GPS observations
 GL0306.and is referenced to NAD 83.
 GL0306
 GL0306.The dynamic height is computed by dividing the NAVD 88
 GL0306.geopotential number by the normal gravity value computed on the
 GL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0306.degrees latitude (g = 980.6199 gals.).
 GL0306
 GL0306.The modeled gravity was interpolated from observed gravity values.
 GL0306
 GL0306. The following values were computed from the NAD 83(2011) position.
 GL0306
 GL0306;                    North         East     Units Scale Factor Converg.
 GL0306;SPC OK N     -   230,689.501   197,461.158   MT  1.00004952   -2 40 10.1
 GL0306;SPC OK N     -   756,853.80    647,837.15   sFT  1.00004952   -2 40 10.1
 GL0306;UTM  13      - 4,097,132.224   720,392.720   MT  1.00019841   +1 29 27.1
 GL0306
 GL0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0306!SPC OK N     -   0.99980799  x   1.00004952  =   0.99985750
 GL0306!UTM  13      -   0.99980799  x   1.00019841  =   1.00000636
 GL0306
 GL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2039297132(NAD 83)
 GL0306
 GL0306                          SUPERSEDED SURVEY CONTROL
 GL0306
 GL0306  NAD 83(2007)-  36 59 40.28944(N)    102 31 24.25308(W) AD(2002.00) 0
 GL0306  ELLIP H (02/10/07) 1223.794  (m)                       GP(2002.00)    
 GL0306  ELLIP H (12/03/02) 1223.774  (m)                       GP(       ) 3 2
 GL0306  NAD 83(1992)-  36 59 40.28920(N)    102 31 24.25340(W) AD(       ) 1
 GL0306  ELLIP H (08/11/94) 1223.785  (m)                       GP(       ) 3 2
 GL0306  NGVD 29 (??/??/92) 1246.846  (m)         4090.69   (f) ADJ UNCH    1 2
 GL0306
 GL0306.Superseded values are not recommended for survey control.
 GL0306
 GL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0306.See file dsdata.pdf to determine how the superseded data were derived.
 GL0306
 GL0306_MARKER: DB = BENCH MARK DISK
 GL0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0306_STAMPING: A 23 1933
 GL0306_MARK LOGO: CGS
 GL0306_PROJECTION: PROJECTING 20 CENTIMETERS
 GL0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0306+STABILITY: SURFACE MOTION
 GL0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0306+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 GL0306
 GL0306  HISTORY     - Date     Condition        Report By
 GL0306  HISTORY     - 1933     MONUMENTED       CGS
 GL0306  HISTORY     - 1938     GOOD             USGS
 GL0306  HISTORY     - 1942     GOOD             CGS
 GL0306  HISTORY     - 1985     GOOD             NGS
 GL0306  HISTORY     - 19931207 GOOD
 GL0306  HISTORY     - 19940207 GOOD             CODOT
 GL0306  HISTORY     - 20030522 GOOD             OKDOT
 GL0306  HISTORY     - 20040706 GOOD             OKDOT
 GL0306  HISTORY     - 20080408 GOOD             GEOCAC
 GL0306  HISTORY     - 20090806 GOOD             GEOCAC
 GL0306  HISTORY     - 20190807 GOOD             OKDOT
 GL0306
 GL0306                          STATION DESCRIPTION
 GL0306
 GL0306'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 GL0306'19.0 MI N FROM BOISE CITY.
 GL0306'19.0 MILES NORTH BY HIGHWAY FROM THE COUNTY COURTHOUSE, LOCATED
 GL0306'APPROXIMATELY 300 FEET EAST OF A NEWLY PAVED HIGHWAY ON THE OLD
 GL0306'HIGHWAY RIGHT-OF-WAY (OLD HIGHWAY 38), AT THE COLORADO- OKLAHOMA STATE
 GL0306'LINE MARKER, 33 FEET EAST OF THE CENTER LINE OF THE ABANDONED HIGHWAY,
 GL0306'375 FEET EAST OF THE PRESENT HIGHWAY, AND 130 FEET NORTHEAST OF THE
 GL0306'SOUTHEAST CORNER OF A FENCE AROUND THE YARD OF SHAMROCK OIL COMPANY.
 GL0306
 GL0306                          STATION RECOVERY (1942)
 GL0306
 GL0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 GL0306'RECOVERED IN GOOD CONDITION.
 GL0306
 GL0306                          STATION RECOVERY (1985)
 GL0306
 GL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0306'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.6 KM
 GL0306'(18.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 GL0306'BOISE CITY, 0.1 KM (0.05 MI) SOUTH OF THE COLORADO-OKLAHOMA STATE
 GL0306'LINE, 108.2 M (355.0 FT) NORTHEAST OF A SIGN BACA COUNTY, 91.4 M
 GL0306'(91.4 FT) 299.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.2 M
 GL0306'(49.9 FT) SOUTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE, AND 10.1 M
 GL0306'(33.1 FT) EAST OF THE CENTER OF AN OLD ROAD BED.
 GL0306'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GL0306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL0306
 GL0306                          STATION RECOVERY (1993)
 GL0306
 GL0306'RECOVERED 1993
 GL0306'RECOVERED IN GOOD CONDITION.
 GL0306
 GL0306                          STATION RECOVERY (1994)
 GL0306
 GL0306'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 GL0306'RECOVERED IN GOOD CONDITION.
 GL0306
 GL0306                          STATION RECOVERY (2003)
 GL0306
 GL0306'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (DKW)
 GL0306'RECOVERED AS DESCRIBED
 GL0306
 GL0306                          STATION RECOVERY (2004)
 GL0306
 GL0306'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL0306'RECOVERED IN GOOD CONDITION.
 GL0306
 GL0306                          STATION RECOVERY (2008)
 GL0306
 GL0306'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 GL0306'RECOVERED IN GOOD CONDITION.
 GL0306
 GL0306                          STATION RECOVERY (2009)
 GL0306
 GL0306'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GL0306'RECOVERED IN GOOD CONDITION.
 GL0306
 GL0306                          STATION RECOVERY (2019)
 GL0306
 GL0306'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL0306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0202 ***********************************************************************
 GG0202  DESIGNATION -  A 234 CONCRETE
 GG0202  PID         -  GG0202
 GG0202  STATE/COUNTY-  OK/ADAIR
 GG0202  COUNTRY     -  US
 GG0202  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0202
 GG0202                         *CURRENT SURVEY CONTROL
 GG0202  ______________________________________________________________________
 GG0202* NAD 83(1986) POSITION- 36 07 48.     (N) 094 34 10.     (W)   SCALED
 GG0202* NAVD 88 ORTHO HEIGHT -   283.818 (meters)      931.16  (feet) ADJUSTED
 GG0202  ______________________________________________________________________
 GG0202  GEOID HEIGHT    -        -28.465 (meters)                     GEOID18
 GG0202  DYNAMIC HEIGHT  -        283.568 (meters)      930.34  (feet) COMP
 GG0202  MODELED GRAVITY -    979,744.9   (mgal)                       NAVD 88
 GG0202
 GG0202  VERT ORDER      -  SECOND    CLASS 0
 GG0202
 GG0202.The horizontal coordinates were scaled from a map and have
 GG0202.an estimated accuracy of +/- 6 seconds.
 GG0202
 GG0202.The orthometric height was determined by differential leveling and
 GG0202.adjusted by the NATIONAL GEODETIC SURVEY
 GG0202.in June 1991.
 GG0202
 GG0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0202.GEOID18 height accuracy estimate available here.
 GG0202
 GG0202.Click photographs - Photos may exist for this station.
 GG0202
 GG0202.The dynamic height is computed by dividing the NAVD 88
 GG0202.geopotential number by the normal gravity value computed on the
 GG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0202.degrees latitude (g = 980.6199 gals.).
 GG0202
 GG0202.The modeled gravity was interpolated from observed gravity values.
 GG0202
 GG0202;                    North         East    Units  Estimated Accuracy
 GG0202;SPC OK N     -   130,830.      908,720.      MT  (+/- 180 meters Scaled)
 GG0202
 GG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV587995(NAD 83)
 GG0202
 GG0202                          SUPERSEDED SURVEY CONTROL
 GG0202
 GG0202  NGVD 29 (??/??/92)  283.688  (m)          930.73   (f) ADJ UNCH    2 0
 GG0202
 GG0202.Superseded values are not recommended for survey control.
 GG0202
 GG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0202.See file dsdata.pdf to determine how the superseded data were derived.
 GG0202
 GG0202_MARKER: Z = SEE DESCRIPTION
 GG0202_SETTING: 0 = UNSPECIFIED SETTING
 GG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0202
 GG0202  HISTORY     - Date     Condition        Report By
 GG0202  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0202  HISTORY     - 1934     GOOD             CGS
 GG0202  HISTORY     - 1960     GOOD             CGS
 GG0202
 GG0202                          STATION DESCRIPTION
 GG0202
 GG0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0202'1.9 MI N FROM WATTS.
 GG0202'1.9 MILES NORTH OF WATTS K.C.S. RR. DEPOT IN THE NORTHEAST
 GG0202'ABUTMENT OF KANSAS CITY SOUTHERN RAILROAD BRIDGE A-234.
 GG0202
 GG0202                          STATION RECOVERY (1960)
 GG0202
 GG0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0201 ***********************************************************************
 GG0201  DESIGNATION -  A 234 CROSS
 GG0201  PID         -  GG0201
 GG0201  STATE/COUNTY-  OK/ADAIR
 GG0201  COUNTRY     -  US
 GG0201  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0201
 GG0201                         *CURRENT SURVEY CONTROL
 GG0201  ______________________________________________________________________
 GG0201* NAD 83(1986) POSITION- 36 07 43.     (N) 094 34 09.     (W)   SCALED
 GG0201* NAVD 88 ORTHO HEIGHT -   283.756 (meters)      930.96  (feet) ADJUSTED
 GG0201  ______________________________________________________________________
 GG0201  GEOID HEIGHT    -        -28.466 (meters)                     GEOID18
 GG0201  DYNAMIC HEIGHT  -        283.506 (meters)      930.14  (feet) COMP
 GG0201  MODELED GRAVITY -    979,744.9   (mgal)                       NAVD 88
 GG0201
 GG0201  VERT ORDER      -  SECOND    CLASS 0
 GG0201
 GG0201.The horizontal coordinates were scaled from a map and have
 GG0201.an estimated accuracy of +/- 6 seconds.
 GG0201
 GG0201.The orthometric height was determined by differential leveling and
 GG0201.adjusted by the NATIONAL GEODETIC SURVEY
 GG0201.in June 1991.
 GG0201
 GG0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0201.GEOID18 height accuracy estimate available here.
 GG0201
 GG0201.Click photographs - Photos may exist for this station.
 GG0201
 GG0201.The dynamic height is computed by dividing the NAVD 88
 GG0201.geopotential number by the normal gravity value computed on the
 GG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0201.degrees latitude (g = 980.6199 gals.).
 GG0201
 GG0201.The modeled gravity was interpolated from observed gravity values.
 GG0201
 GG0201;                    North         East    Units  Estimated Accuracy
 GG0201;SPC OK N     -   130,680.      908,750.      MT  (+/- 180 meters Scaled)
 GG0201
 GG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV587993(NAD 83)
 GG0201
 GG0201                          SUPERSEDED SURVEY CONTROL
 GG0201
 GG0201  NGVD 29 (??/??/92)  283.625  (m)          930.53   (f) ADJ UNCH    2 0
 GG0201
 GG0201.Superseded values are not recommended for survey control.
 GG0201
 GG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0201.See file dsdata.pdf to determine how the superseded data were derived.
 GG0201
 GG0201_MARKER: Z = SEE DESCRIPTION
 GG0201_SETTING: 0 = UNSPECIFIED SETTING
 GG0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0201
 GG0201  HISTORY     - Date     Condition        Report By
 GG0201  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0201  HISTORY     - 1934     GOOD             CGS
 GG0201  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0201
 GG0201                          STATION DESCRIPTION
 GG0201
 GG0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0201'1.9 MI N FROM WATTS.
 GG0201'1.9 MILES NORTH OF WATTS K.C.S. RR. STATION SOUTHWEST ABUTMENT
 GG0201'OF KANSAS CITY SOUTHERN RAILROAD BRIDGE A234.  PAINTED.
 GG0201
 GG0201                          STATION RECOVERY (1960)
 GG0201
 GG0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0198 ***********************************************************************
 GG0198  DESIGNATION -  A 238
 GG0198  PID         -  GG0198
 GG0198  STATE/COUNTY-  OK/ADAIR
 GG0198  COUNTRY     -  US
 GG0198  USGS QUAD   -  WATTS (2019)
 GG0198
 GG0198                         *CURRENT SURVEY CONTROL
 GG0198  ______________________________________________________________________
 GG0198* NAD 83(1986) POSITION- 36 05 33.     (N) 094 35 20.     (W)   SCALED
 GG0198* NAVD 88 ORTHO HEIGHT -   295.70  (+/-2cm)      970.1   (feet) VERTCON3
 GG0198  ______________________________________________________________________
 GG0198  GEOID HEIGHT    -        -28.488 (meters)                     GEOID18
 GG0198  VERT ORDER      -  ? (See Below)
 GG0198
 GG0198.The horizontal coordinates were scaled from a map and have
 GG0198.an estimated accuracy of +/- 6 seconds.
 GG0198
 GG0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0198
 GG0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0198.GEOID18 height accuracy estimate available here.
 GG0198
 GG0198.The vertical order pertains to the NGVD 29 superseded value.
 GG0198
 GG0198.Click photographs - Photos may exist for this station.
 GG0198
 GG0198;                    North         East    Units  Estimated Accuracy
 GG0198;SPC OK N     -   126,610.      907,120.      MT  (+/- 180 meters Scaled)
 GG0198
 GG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV569953(NAD 83)
 GG0198
 GG0198                          SUPERSEDED SURVEY CONTROL
 GG0198
 GG0198  NGVD 29 (??/??/92)  295.563  (m)          969.69   (f) ADJ UNCH       
 GG0198
 GG0198.Superseded values are not recommended for survey control.
 GG0198
 GG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0198.See file dsdata.pdf to determine how the superseded data were derived.
 GG0198
 GG0198_MARKER: Z = SEE DESCRIPTION
 GG0198_SETTING: 0 = UNSPECIFIED SETTING
 GG0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0198
 GG0198  HISTORY     - Date     Condition        Report By
 GG0198  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0198  HISTORY     - 1934     GOOD             CGS
 GG0198  HISTORY     - 1960     GOOD             CGS
 GG0198
 GG0198                          STATION DESCRIPTION
 GG0198
 GG0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0198'1.4 MI S FROM WATTS.
 GG0198'1.4 MILES SOUTH OF WATTS K.C.S. RR STATION SOUTH OF MILEPOST
 GG0198'237.  IN THE NORTHWEST ABUTMENT OF KANSAS CITY SOUTHERN RAILROAD
 GG0198'BRIDGE A 238.
 GG0198
 GG0198                          STATION RECOVERY (1960)
 GG0198
 GG0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0195 ***********************************************************************
 GG0195  DESIGNATION -  A 242
 GG0195  PID         -  GG0195
 GG0195  STATE/COUNTY-  OK/ADAIR
 GG0195  COUNTRY     -  US
 GG0195  USGS QUAD   -  WATTS (2019)
 GG0195
 GG0195                         *CURRENT SURVEY CONTROL
 GG0195  ______________________________________________________________________
 GG0195* NAD 83(1986) POSITION- 36 01 52.     (N) 094 34 33.     (W)   SCALED
 GG0195* NAVD 88 ORTHO HEIGHT -   344.155 (meters)     1129.12  (feet) ADJUSTED
 GG0195  ______________________________________________________________________
 GG0195  GEOID HEIGHT    -        -28.504 (meters)                     GEOID18
 GG0195  DYNAMIC HEIGHT  -        343.848 (meters)     1128.11  (feet) COMP
 GG0195  MODELED GRAVITY -    979,730.5   (mgal)                       NAVD 88
 GG0195
 GG0195  VERT ORDER      -  SECOND    CLASS 0
 GG0195
 GG0195.The horizontal coordinates were scaled from a map and have
 GG0195.an estimated accuracy of +/- 6 seconds.
 GG0195
 GG0195.The orthometric height was determined by differential leveling and
 GG0195.adjusted by the NATIONAL GEODETIC SURVEY
 GG0195.in June 1991.
 GG0195
 GG0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0195.GEOID18 height accuracy estimate available here.
 GG0195
 GG0195.Click photographs - Photos may exist for this station.
 GG0195
 GG0195.The dynamic height is computed by dividing the NAVD 88
 GG0195.geopotential number by the normal gravity value computed on the
 GG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0195.degrees latitude (g = 980.6199 gals.).
 GG0195
 GG0195.The modeled gravity was interpolated from observed gravity values.
 GG0195
 GG0195;                    North         East    Units  Estimated Accuracy
 GG0195;SPC OK N     -   119,850.      908,530.      MT  (+/- 180 meters Scaled)
 GG0195
 GG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV580885(NAD 83)
 GG0195
 GG0195                          SUPERSEDED SURVEY CONTROL
 GG0195
 GG0195  NGVD 29 (??/??/92)  343.996  (m)         1128.59   (f) ADJ UNCH    2 0
 GG0195
 GG0195.Superseded values are not recommended for survey control.
 GG0195
 GG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0195.See file dsdata.pdf to determine how the superseded data were derived.
 GG0195
 GG0195_MARKER: X = CHISELED CROSS
 GG0195_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GG0195_SP_SET: BRIDGE ABUTMENT
 GG0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0195
 GG0195  HISTORY     - Date     Condition        Report By
 GG0195  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0195  HISTORY     - 1934     GOOD             CGS
 GG0195  HISTORY     - 1960     GOOD             CGS
 GG0195
 GG0195                          STATION DESCRIPTION
 GG0195
 GG0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0195'2.7 MI N FROM WESTVILLE.
 GG0195'2.7 MILES NORTH OF WESTVILLE K.C.S. RR. DEPOT CHISELED CROSS
 GG0195'ON NORTHEAST CORNER OF ABUTMENT OF BRIDGE A-242 ON KANSAS CITY
 GG0195'SOUTHERN RAILROAD TRACK.  UNDERPASS OF HIGHWAY 14.
 GG0195
 GG0195                          STATION RECOVERY (1960)
 GG0195
 GG0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0279 ***********************************************************************
 FK0279  DESIGNATION -  A 25
 FK0279  PID         -  FK0279
 FK0279  STATE/COUNTY-  OK/DEWEY
 FK0279  COUNTRY     -  US
 FK0279  USGS QUAD   -  TRAIL (2018)
 FK0279
 FK0279                         *CURRENT SURVEY CONTROL
 FK0279  ______________________________________________________________________
 FK0279* NAD 83(1986) POSITION- 35 56 36.     (N) 099 18 21.     (W)   SCALED
 FK0279* NAVD 88 ORTHO HEIGHT -   601.087 (meters)     1972.07  (feet) ADJUSTED
 FK0279  ______________________________________________________________________
 FK0279  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 FK0279  DYNAMIC HEIGHT  -        600.478 (meters)     1970.07  (feet) COMP
 FK0279  MODELED GRAVITY -    979,601.6   (mgal)                       NAVD 88
 FK0279
 FK0279  VERT ORDER      -  SECOND    CLASS 0
 FK0279
 FK0279.The horizontal coordinates were scaled from a map and have
 FK0279.an estimated accuracy of +/- 6 seconds.
 FK0279
 FK0279.The orthometric height was determined by differential leveling and
 FK0279.adjusted by the NATIONAL GEODETIC SURVEY
 FK0279.in June 1991.
 FK0279
 FK0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0279.GEOID18 height accuracy estimate available here.
 FK0279
 FK0279.Click photographs - Photos may exist for this station.
 FK0279
 FK0279.The dynamic height is computed by dividing the NAVD 88
 FK0279.geopotential number by the normal gravity value computed on the
 FK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0279.degrees latitude (g = 980.6199 gals.).
 FK0279
 FK0279.The modeled gravity was interpolated from observed gravity values.
 FK0279
 FK0279;                    North         East    Units  Estimated Accuracy
 FK0279;SPC OK N     -   105,460.      482,190.      MT  (+/- 180 meters Scaled)
 FK0279
 FK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME724777(NAD 83)
 FK0279
 FK0279                          SUPERSEDED SURVEY CONTROL
 FK0279
 FK0279  NGVD 29 (??/??/92)  600.833  (m)         1971.23   (f) ADJ UNCH    2 0
 FK0279
 FK0279.Superseded values are not recommended for survey control.
 FK0279
 FK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0279.See file dsdata.pdf to determine how the superseded data were derived.
 FK0279
 FK0279_MARKER: DB = BENCH MARK DISK
 FK0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0279_STAMPING: A 25 1934
 FK0279_MARK LOGO: CGS
 FK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0279+STABILITY: SURFACE MOTION
 FK0279
 FK0279  HISTORY     - Date     Condition        Report By
 FK0279  HISTORY     - 1934     MONUMENTED       CGS
 FK0279
 FK0279                          STATION DESCRIPTION
 FK0279
 FK0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0279'1.7 MI S FROM TRAIL.
 FK0279'1.7 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0279'THE STATION AT TRAIL, DEWEY COUNTY, 0.4 MILE NORTHEAST OF
 FK0279'MILEPOST 179, 0.1 MILE NORTHEAST OF THE OVERHEAD CROSSING
 FK0279'OF STATE HIGHWAY 34, 54 FEET WEST OF THE WEST RAIL, AND AT THE
 FK0279'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED A 25 1934 AND
 FK0279'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0401 ***********************************************************************
 FH0401  DESIGNATION -  A 252
 FH0401  PID         -  FH0401
 FH0401  STATE/COUNTY-  OK/ADAIR
 FH0401  COUNTRY     -  US
 FH0401  USGS QUAD   -  WESTVILLE (2019)
 FH0401
 FH0401                         *CURRENT SURVEY CONTROL
 FH0401  ______________________________________________________________________
 FH0401* NAD 83(1986) POSITION- 35 54 33.     (N) 094 37 17.     (W)   SCALED
 FH0401* NAVD 88 ORTHO HEIGHT -   270.312 (meters)      886.85  (feet) ADJUSTED
 FH0401  ______________________________________________________________________
 FH0401  GEOID HEIGHT    -        -28.674 (meters)                     GEOID18
 FH0401  DYNAMIC HEIGHT  -        270.067 (meters)      886.04  (feet) COMP
 FH0401  MODELED GRAVITY -    979,720.5   (mgal)                       NAVD 88
 FH0401
 FH0401  VERT ORDER      -  SECOND    CLASS 0
 FH0401
 FH0401.The horizontal coordinates were scaled from a map and have
 FH0401.an estimated accuracy of +/- 6 seconds.
 FH0401
 FH0401.The orthometric height was determined by differential leveling and
 FH0401.adjusted by the NATIONAL GEODETIC SURVEY
 FH0401.in June 1991.
 FH0401
 FH0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0401.GEOID18 height accuracy estimate available here.
 FH0401
 FH0401.Click photographs - Photos may exist for this station.
 FH0401
 FH0401.The dynamic height is computed by dividing the NAVD 88
 FH0401.geopotential number by the normal gravity value computed on the
 FH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0401.degrees latitude (g = 980.6199 gals.).
 FH0401
 FH0401.The modeled gravity was interpolated from observed gravity values.
 FH0401
 FH0401;                    North         East    Units  Estimated Accuracy
 FH0401;SPC OK N     -   106,180.      904,900.      MT  (+/- 180 meters Scaled)
 FH0401
 FH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV536750(NAD 83)
 FH0401
 FH0401                          SUPERSEDED SURVEY CONTROL
 FH0401
 FH0401  NGVD 29 (??/??/92)  270.168  (m)          886.38   (f) ADJ UNCH    2 0
 FH0401
 FH0401.Superseded values are not recommended for survey control.
 FH0401
 FH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0401.See file dsdata.pdf to determine how the superseded data were derived.
 FH0401
 FH0401_MARKER: Z = SEE DESCRIPTION
 FH0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0401_SP_SET: BRIDGE PARAPET
 FH0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0401
 FH0401  HISTORY     - Date     Condition        Report By
 FH0401  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0401  HISTORY     - 1934     GOOD             CGS
 FH0401  HISTORY     - 1960     GOOD             KCSRR
 FH0401
 FH0401                          STATION DESCRIPTION
 FH0401
 FH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0401'1.1 MI S FROM BARON.
 FH0401'1.1 MILES SOUTH OF BARON K.C.S. RR DEPOT NORTHEAST CORNER PARAPET
 FH0401'OF KANSAS CITY SOUTHERN RAILROAD BRIDGE A-252, NORTH ABUTMENT.
 FH0401
 FH0401                          STATION RECOVERY (1960)
 FH0401
 FH0401'RECOVERY NOTE BY KANSAS CITY SOUTHERN RAILROAD 1960
 FH0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0343 ***********************************************************************
 FK0343  DESIGNATION -  A 26
 FK0343  PID         -  FK0343
 FK0343  STATE/COUNTY-  OK/BECKHAM
 FK0343  COUNTRY     -  US
 FK0343  USGS QUAD   -  ELK CITY (2018)
 FK0343
 FK0343                         *CURRENT SURVEY CONTROL
 FK0343  ______________________________________________________________________
 FK0343* NAD 83(1986) POSITION- 35 24 38.     (N) 099 24 16.     (W)   SCALED
 FK0343* NAVD 88 ORTHO HEIGHT -   588.030 (meters)     1929.23  (feet) ADJUSTED
 FK0343  ______________________________________________________________________
 FK0343  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 FK0343  DYNAMIC HEIGHT  -        587.416 (meters)     1927.21  (feet) COMP
 FK0343  MODELED GRAVITY -    979,571.0   (mgal)                       NAVD 88
 FK0343
 FK0343  VERT ORDER      -  FIRST     CLASS II
 FK0343
 FK0343.The horizontal coordinates were scaled from a map and have
 FK0343.an estimated accuracy of +/- 6 seconds.
 FK0343
 FK0343.The orthometric height was determined by differential leveling and
 FK0343.adjusted by the NATIONAL GEODETIC SURVEY
 FK0343.in June 1991.
 FK0343
 FK0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0343.GEOID18 height accuracy estimate available here.
 FK0343
 FK0343.Click photographs - Photos may exist for this station.
 FK0343
 FK0343.The dynamic height is computed by dividing the NAVD 88
 FK0343.geopotential number by the normal gravity value computed on the
 FK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0343.degrees latitude (g = 980.6199 gals.).
 FK0343
 FK0343.The modeled gravity was interpolated from observed gravity values.
 FK0343
 FK0343;                    North         East    Units  Estimated Accuracy
 FK0343;SPC OK S     -   231,310.      472,430.      MT  (+/- 180 meters Scaled)
 FK0343
 FK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME632186(NAD 83)
 FK0343
 FK0343                          SUPERSEDED SURVEY CONTROL
 FK0343
 FK0343  NGVD 29 (??/??/92)  587.769  (m)         1928.37   (f) ADJ UNCH    1 2
 FK0343
 FK0343.Superseded values are not recommended for survey control.
 FK0343
 FK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0343.See file dsdata.pdf to determine how the superseded data were derived.
 FK0343
 FK0343_MARKER: DB = BENCH MARK DISK
 FK0343_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0343_SP_SET: WALL
 FK0343_STAMPING: A 26 1934 1926.285
 FK0343_MARK LOGO: CGS
 FK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0343+STABILITY: SURFACE MOTION
 FK0343
 FK0343  HISTORY     - Date     Condition        Report By
 FK0343  HISTORY     - 1934     MONUMENTED       CGS
 FK0343  HISTORY     - 1955     GOOD             CGS
 FK0343  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0343  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 FK0343
 FK0343                          STATION DESCRIPTION
 FK0343
 FK0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0343'AT ELK CITY.
 FK0343'AT ELK CITY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 FK0343'BROADWAY AND MAIN STREET, 2.3 FEET SOUTH OF THE NORTHWEST CORNER
 FK0343'OF THE FIRST NATIONAL BANK, 4.3 FEET ABOVE THE SIDEWALK, SET
 FK0343'VERTICALLY IN THE WEST WALL OF THE BANK BUILDING.
 FK0343
 FK0343                          STATION RECOVERY (1986)
 FK0343
 FK0343'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0343'MARK NOT FOUND.
 FK0343
 FK0343                          STATION RECOVERY (2005)
 FK0343
 FK0343'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0343'THE BUILDING AT THE SOUTHEAST CORNER OF BROADWAY AND MAIN STREET IS
 FK0343'STILL THE FIRST NATIONAL BANK, BUT IT APPEARS TO BE MUCH NEWER THAN
 FK0343'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0380 ***********************************************************************
 FH0380  DESIGNATION -  A 274
 FH0380  PID         -  FH0380
 FH0380  STATE/COUNTY-  OK/ADAIR
 FH0380  COUNTRY     -  US
 FH0380  USGS QUAD   -  GREASY (2018)
 FH0380
 FH0380                         *CURRENT SURVEY CONTROL
 FH0380  ______________________________________________________________________
 FH0380* NAD 83(1986) POSITION- 35 39 20.     (N) 094 44 46.     (W)   SCALED
 FH0380* NAVD 88 ORTHO HEIGHT -   225.061 (meters)      738.39  (feet) ADJUSTED
 FH0380  ______________________________________________________________________
 FH0380  GEOID HEIGHT    -        -29.208 (meters)                     GEOID18
 FH0380  DYNAMIC HEIGHT  -        224.854 (meters)      737.71  (feet) COMP
 FH0380  MODELED GRAVITY -    979,708.6   (mgal)                       NAVD 88
 FH0380
 FH0380  VERT ORDER      -  SECOND    CLASS 0
 FH0380
 FH0380.The horizontal coordinates were scaled from a map and have
 FH0380.an estimated accuracy of +/- 6 seconds.
 FH0380
 FH0380.The orthometric height was determined by differential leveling and
 FH0380.adjusted by the NATIONAL GEODETIC SURVEY
 FH0380.in June 1991.
 FH0380
 FH0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0380.GEOID18 height accuracy estimate available here.
 FH0380
 FH0380.Click photographs - Photos may exist for this station.
 FH0380
 FH0380.The dynamic height is computed by dividing the NAVD 88
 FH0380.geopotential number by the normal gravity value computed on the
 FH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0380.degrees latitude (g = 980.6199 gals.).
 FH0380
 FH0380.The modeled gravity was interpolated from observed gravity values.
 FH0380
 FH0380;                    North         East    Units  Estimated Accuracy
 FH0380;SPC OK N     -    77,670.      894,590.      MT  (+/- 180 meters Scaled)
 FH0380
 FH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV419471(NAD 83)
 FH0380
 FH0380                          SUPERSEDED SURVEY CONTROL
 FH0380
 FH0380  NGVD 29 (??/??/92)  224.940  (m)          737.99   (f) ADJ UNCH    2 0
 FH0380
 FH0380.Superseded values are not recommended for survey control.
 FH0380
 FH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0380.See file dsdata.pdf to determine how the superseded data were derived.
 FH0380
 FH0380_MARKER: Z = SEE DESCRIPTION
 FH0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0380_SP_SET: ABUTMENT
 FH0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0380
 FH0380  HISTORY     - Date     Condition        Report By
 FH0380  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0380  HISTORY     - 1934     GOOD             CGS
 FH0380  HISTORY     - 1960     GOOD             KCSRR
 FH0380
 FH0380                          STATION DESCRIPTION
 FH0380
 FH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0380'2.4 MI S FROM BUNCH.
 FH0380'2.4 MILE SOUTH OF BUNCH K.C.S. RR DEPOT.  TOP OF NORTHEAST
 FH0380'CORNER OF ABUTMENT.  BRIDGE A-274 ON KANSAS CITY SOUTHERN
 FH0380'RAILROAD TRACK.
 FH0380
 FH0380                          STATION RECOVERY (1960)
 FH0380
 FH0380'RECOVERY NOTE BY KANSAS CITY SOUTHERN RAILROAD 1960
 FH0380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0251 ***********************************************************************
 EM0251  DESIGNATION -  A 27=TT 25 H 8
 EM0251  PID         -  EM0251
 EM0251  STATE/COUNTY-  OK/GREER
 EM0251  COUNTRY     -  US
 EM0251  USGS QUAD   -  HESTER (2018)
 EM0251
 EM0251                         *CURRENT SURVEY CONTROL
 EM0251  ______________________________________________________________________
 EM0251* NAD 83(1986) POSITION- 34 51 32.06   (N) 099 28 33.33   (W)   HD_HELD1
 EM0251* NAVD 88 ORTHO HEIGHT -   470.166 (meters)     1542.54  (feet) ADJUSTED
 EM0251  ______________________________________________________________________
 EM0251  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 EM0251  DYNAMIC HEIGHT  -        469.674 (meters)     1540.92  (feet) COMP
 EM0251  MODELED GRAVITY -    979,575.5   (mgal)                       NAVD 88
 EM0251
 EM0251  VERT ORDER      -  SECOND    CLASS 0
 EM0251
 EM0251.The horizontal coordinates were determined by differentially corrected
 EM0251.hand held GPS observations or other comparable positioning techniques
 EM0251.and have an estimated accuracy of +/- 3 meters.
 EM0251
 EM0251.The orthometric height was determined by differential leveling and
 EM0251.adjusted by the NATIONAL GEODETIC SURVEY
 EM0251.in June 1991.
 EM0251
 EM0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0251.GEOID18 height accuracy estimate available here.
 EM0251
 EM0251.Click photographs - Photos may exist for this station.
 EM0251
 EM0251.The dynamic height is computed by dividing the NAVD 88
 EM0251.geopotential number by the normal gravity value computed on the
 EM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0251.degrees latitude (g = 980.6199 gals.).
 EM0251
 EM0251.The modeled gravity was interpolated from observed gravity values.
 EM0251
 EM0251;                    North         East    Units  Estimated Accuracy
 EM0251;SPC OK S     -   170,209.6     465,046.5     MT  (+/- 3 meters HH1 GPS) 
 EM0251
 EM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5649657499(NAD 83)
 EM0251
 EM0251                          SUPERSEDED SURVEY CONTROL
 EM0251
 EM0251  NGVD 29 (??/??/92)  469.967  (m)         1541.88   (f) ADJ UNCH    2 0
 EM0251
 EM0251.Superseded values are not recommended for survey control.
 EM0251
 EM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0251.See file dsdata.pdf to determine how the superseded data were derived.
 EM0251
 EM0251_MARKER: DB = BENCH MARK DISK
 EM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0251_STAMPING: A 27 1934 25 H 8 TT 1936
 EM0251_MARK LOGO: CGS
 EM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0251+STABILITY: SURFACE MOTION
 EM0251
 EM0251  HISTORY     - Date     Condition        Report By
 EM0251  HISTORY     - 1934     MONUMENTED       CGS
 EM0251  HISTORY     - 1936     GOOD             CGS
 EM0251  HISTORY     - 1971     MARK NOT FOUND   USGS
 EM0251
 EM0251                          STATION DESCRIPTION
 EM0251
 EM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0251'1.6 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0251'STATION AT MANGUM, GREER COUNTY, 0.2 MILE SOUTHEAST OF MILEPOST 94, 21
 EM0251'FEET EAST OF THE CENTERLINE OF A SECTION-LINE ROAD, 54 FEET NORTH OF
 EM0251'THE NORTH RAIL OF THE TRACK, AND NEAR THE INTERSECTION OF THE
 EM0251'RIGHT-OF-WAY FENCE LINES. A STANDARD DISK, STAMPED A 27 1934 25 H 8 TT
 EM0251'1936 AND SET IN THE TOP OF A CONCRETE POST.
 EM0251
 EM0251                          STATION RECOVERY (1971)
 EM0251
 EM0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EM0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0357 ***********************************************************************
 FH0357  DESIGNATION -  A 285
 FH0357  PID         -  FH0357
 FH0357  STATE/COUNTY-  OK/SEQUOYAH
 FH0357  COUNTRY     -  US
 FH0357  USGS QUAD   -  MARBLE CITY (2018)
 FH0357
 FH0357                         *CURRENT SURVEY CONTROL
 FH0357  ______________________________________________________________________
 FH0357* NAD 83(1986) POSITION- 35 31 50.     (N) 094 50 24.     (W)   SCALED
 FH0357* NAVD 88 ORTHO HEIGHT -   171.981 (meters)      564.24  (feet) ADJUSTED
 FH0357  ______________________________________________________________________
 FH0357  GEOID HEIGHT    -        -29.707 (meters)                     GEOID18
 FH0357  DYNAMIC HEIGHT  -        171.822 (meters)      563.72  (feet) COMP
 FH0357  MODELED GRAVITY -    979,703.2   (mgal)                       NAVD 88
 FH0357
 FH0357  VERT ORDER      -  SECOND    CLASS 0
 FH0357
 FH0357.The horizontal coordinates were scaled from a map and have
 FH0357.an estimated accuracy of +/- 6 seconds.
 FH0357
 FH0357.The orthometric height was determined by differential leveling and
 FH0357.adjusted by the NATIONAL GEODETIC SURVEY
 FH0357.in June 1991.
 FH0357
 FH0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0357.GEOID18 height accuracy estimate available here.
 FH0357
 FH0357.Click photographs - Photos may exist for this station.
 FH0357
 FH0357.The dynamic height is computed by dividing the NAVD 88
 FH0357.geopotential number by the normal gravity value computed on the
 FH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0357.degrees latitude (g = 980.6199 gals.).
 FH0357
 FH0357.The modeled gravity was interpolated from observed gravity values.
 FH0357
 FH0357;                    North         East    Units  Estimated Accuracy
 FH0357;SPC OK N     -    63,530.      886,550.      MT  (+/- 180 meters Scaled)
 FH0357
 FH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV331334(NAD 83)
 FH0357
 FH0357                          SUPERSEDED SURVEY CONTROL
 FH0357
 FH0357  NGVD 29 (??/??/92)  171.876  (m)          563.90   (f) ADJ UNCH    2 0
 FH0357
 FH0357.Superseded values are not recommended for survey control.
 FH0357
 FH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0357.See file dsdata.pdf to determine how the superseded data were derived.
 FH0357
 FH0357_MARKER: Z = SEE DESCRIPTION
 FH0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0357_SP_SET: ABUTMENT
 FH0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0357+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2009
 FH0357
 FH0357  HISTORY     - Date     Condition        Report By
 FH0357  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0357  HISTORY     - 1934     GOOD             CGS
 FH0357  HISTORY     - 1960     GOOD             KCSRR
 FH0357  HISTORY     - 20090119 GOOD             AIRDAT
 FH0357
 FH0357                          STATION DESCRIPTION
 FH0357
 FH0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0357'3.7 MI S FROM MARBLE CITY.
 FH0357'3.7 MILES SOUTH OF MARBLE CITY K.C.S. RR DEPOT.  TOP OF
 FH0357'SOUTHEAST CORNER OF NORTH ABUTMENT OF BRIDGE A-285 OVER
 FH0357'SALLISAW RIVER ON KANSAS CITY SOUTHERN RAILROAD TRACK.
 FH0357
 FH0357                          STATION RECOVERY (1960)
 FH0357
 FH0357'RECOVERY NOTE BY KANSAS CITY SOUTHERN RAILROAD 1960
 FH0357'RECOVERED IN GOOD CONDITION.
 FH0357
 FH0357                          STATION RECOVERY (2009)
 FH0357
 FH0357'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FH0357'THERE IS A CHISELED X ON STRUCTURE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0377 ***********************************************************************
 FK0377  DESIGNATION -  A 30
 FK0377  PID         -  FK0377
 FK0377  STATE/COUNTY-  OK/KIOWA
 FK0377  COUNTRY     -  US
 FK0377  USGS QUAD   -  HOBART (2018)
 FK0377
 FK0377                         *CURRENT SURVEY CONTROL
 FK0377  ______________________________________________________________________
 FK0377* NAD 83(1986) POSITION- 35 01 22.     (N) 099 05 23.     (W)   SCALED
 FK0377* NAVD 88 ORTHO HEIGHT -   472.884 (meters)     1551.45  (feet) ADJUSTED
 FK0377  ______________________________________________________________________
 FK0377  GEOID HEIGHT    -        -25.829 (meters)                     GEOID18
 FK0377  DYNAMIC HEIGHT  -        472.418 (meters)     1549.92  (feet) COMP
 FK0377  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 FK0377
 FK0377  VERT ORDER      -  SECOND    CLASS 0
 FK0377
 FK0377.The horizontal coordinates were scaled from a map and have
 FK0377.an estimated accuracy of +/- 6 seconds.
 FK0377
 FK0377.The orthometric height was determined by differential leveling and
 FK0377.adjusted by the NATIONAL GEODETIC SURVEY
 FK0377.in June 1991.
 FK0377
 FK0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0377.GEOID18 height accuracy estimate available here.
 FK0377
 FK0377.Click photographs - Photos may exist for this station.
 FK0377
 FK0377.The dynamic height is computed by dividing the NAVD 88
 FK0377.geopotential number by the normal gravity value computed on the
 FK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0377.degrees latitude (g = 980.6199 gals.).
 FK0377
 FK0377.The modeled gravity was interpolated from observed gravity values.
 FK0377
 FK0377;                    North         East    Units  Estimated Accuracy
 FK0377;SPC OK S     -   187,940.      500,550.      MT  (+/- 180 meters Scaled)
 FK0377
 FK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD918755(NAD 83)
 FK0377
 FK0377                          SUPERSEDED SURVEY CONTROL
 FK0377
 FK0377  NGVD 29 (??/??/92)  472.717  (m)         1550.91   (f) ADJ UNCH    2 0
 FK0377
 FK0377.Superseded values are not recommended for survey control.
 FK0377
 FK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0377.See file dsdata.pdf to determine how the superseded data were derived.
 FK0377
 FK0377_MARKER: DB = BENCH MARK DISK
 FK0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0377_SP_SET: WALL
 FK0377_STAMPING: A 30 1934
 FK0377_MARK LOGO: CGS
 FK0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0377
 FK0377  HISTORY     - Date     Condition        Report By
 FK0377  HISTORY     - 1934     MONUMENTED       CGS
 FK0377  HISTORY     - 1963     GOOD             CGS
 FK0377
 FK0377                          STATION DESCRIPTION
 FK0377
 FK0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0377'AT HOBART.
 FK0377'AT HOBART, KIOWA COUNTY, AT THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0377'RAILROAD STATION, IN THE SOUTH WALL FACING THE TRACK, 6 FEET
 FK0377'FROM THE WHITE WAITING ROOM DOOR, AND 5 FEET ABOVE THE GROUND.
 FK0377'A STANDARD DISK, STAMPED A 30 1934 AND SET VERTICALLY.
 FK0377
 FK0377                          STATION RECOVERY (1963)
 FK0377
 FK0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0133 ***********************************************************************
 FK0133  DESIGNATION -  A 31
 FK0133  PID         -  FK0133
 FK0133  STATE/COUNTY-  OK/KIOWA
 FK0133  COUNTRY     -  US
 FK0133  USGS QUAD   -  GOTEBO EAST (2018)
 FK0133
 FK0133                         *CURRENT SURVEY CONTROL
 FK0133  ______________________________________________________________________
 FK0133* NAD 83(1986) POSITION- 35 05 03.44   (N) 098 47 48.77   (W)   HD_HELD1
 FK0133* NAVD 88 ORTHO HEIGHT -   431.420 (meters)     1415.42  (feet) ADJUSTED
 FK0133  ______________________________________________________________________
 FK0133  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 FK0133  DYNAMIC HEIGHT  -        430.990 (meters)     1414.01  (feet) COMP
 FK0133  MODELED GRAVITY -    979,622.9   (mgal)                       NAVD 88
 FK0133
 FK0133  VERT ORDER      -  SECOND    CLASS 0
 FK0133
 FK0133.The horizontal coordinates were determined by differentially corrected
 FK0133.hand held GPS observations or other comparable positioning techniques
 FK0133.and have an estimated accuracy of +/- 3 meters.
 FK0133
 FK0133.The orthometric height was determined by differential leveling and
 FK0133.adjusted by the NATIONAL GEODETIC SURVEY
 FK0133.in June 1991.
 FK0133
 FK0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0133.GEOID18 height accuracy estimate available here.
 FK0133
 FK0133.Click photographs - Photos may exist for this station.
 FK0133
 FK0133.The dynamic height is computed by dividing the NAVD 88
 FK0133.geopotential number by the normal gravity value computed on the
 FK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0133.degrees latitude (g = 980.6199 gals.).
 FK0133
 FK0133.The modeled gravity was interpolated from observed gravity values.
 FK0133
 FK0133;                    North         East    Units  Estimated Accuracy
 FK0133;SPC OK S     -   194,512.9     527,331.6     MT  (+/- 3 meters HH1 GPS) 
 FK0133
 FK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1851582409(NAD 83)
 FK0133
 FK0133                          SUPERSEDED SURVEY CONTROL
 FK0133
 FK0133  NGVD 29 (??/??/92)  431.263  (m)         1414.90   (f) ADJ UNCH    2 0
 FK0133
 FK0133.Superseded values are not recommended for survey control.
 FK0133
 FK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0133.See file dsdata.pdf to determine how the superseded data were derived.
 FK0133
 FK0133_MARKER: DB = BENCH MARK DISK
 FK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0133_STAMPING: A 31 1934
 FK0133_MARK LOGO: CGS
 FK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0133+STABILITY: SURFACE MOTION
 FK0133
 FK0133  HISTORY     - Date     Condition        Report By
 FK0133  HISTORY     - 1934     MONUMENTED       CGS
 FK0133  HISTORY     - 1963     GOOD             CGS
 FK0133
 FK0133                          STATION DESCRIPTION
 FK0133
 FK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0133'4.5 MI E FROM GOTEBO.
 FK0133'4.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0133'RAILROAD FROM THE STATION AT GOTEBO, KIOWA COUNTY, 0.1 MILE
 FK0133'SOUTH OF A GROUP OF FARM BUILDINGS, AT A SECTION-LINE ROAD
 FK0133'CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 9,
 FK0133'50 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND
 FK0133'NEAR THE NORTH RIGHT-OF-WAY LINE OF THE RAILROAD.  A STANDARD
 FK0133'DISK, STAMPED A 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0133
 FK0133                          STATION RECOVERY (1963)
 FK0133
 FK0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0352 ***********************************************************************
 FH0352  DESIGNATION -  A 316
 FH0352  PID         -  FH0352
 FH0352  STATE/COUNTY-  OK/LE FLORE
 FH0352  COUNTRY     -  US
 FH0352  USGS QUAD   -  PANAMA (2018)
 FH0352
 FH0352                         *CURRENT SURVEY CONTROL
 FH0352  ______________________________________________________________________
 FH0352* NAD 83(1986) POSITION- 35 11 10.     (N) 094 39 46.     (W)   SCALED
 FH0352* NAVD 88 ORTHO HEIGHT -   133.921 (meters)      439.37  (feet) ADJUSTED
 FH0352  ______________________________________________________________________
 FH0352  GEOID HEIGHT    -        -30.997 (meters)                     GEOID18
 FH0352  DYNAMIC HEIGHT  -        133.789 (meters)      438.94  (feet) COMP
 FH0352  MODELED GRAVITY -    979,652.5   (mgal)                       NAVD 88
 FH0352
 FH0352  VERT ORDER      -  SECOND    CLASS 0
 FH0352
 FH0352.The horizontal coordinates were scaled from a map and have
 FH0352.an estimated accuracy of +/- 6 seconds.
 FH0352
 FH0352.The orthometric height was determined by differential leveling and
 FH0352.adjusted by the NATIONAL GEODETIC SURVEY
 FH0352.in June 1991.
 FH0352
 FH0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0352.GEOID18 height accuracy estimate available here.
 FH0352
 FH0352.Click photographs - Photos may exist for this station.
 FH0352
 FH0352.The dynamic height is computed by dividing the NAVD 88
 FH0352.geopotential number by the normal gravity value computed on the
 FH0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0352.degrees latitude (g = 980.6199 gals.).
 FH0352
 FH0352.The modeled gravity was interpolated from observed gravity values.
 FH0352
 FH0352;                    North         East    Units  Estimated Accuracy
 FH0352;SPC OK S     -   210,550.      903,900.      MT  (+/- 180 meters Scaled)
 FH0352
 FH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU486949(NAD 83)
 FH0352
 FH0352                          SUPERSEDED SURVEY CONTROL
 FH0352
 FH0352  NGVD 29 (??/??/92)  133.817  (m)          439.03   (f) ADJ UNCH    2 0
 FH0352
 FH0352.Superseded values are not recommended for survey control.
 FH0352
 FH0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0352.See file dsdata.pdf to determine how the superseded data were derived.
 FH0352
 FH0352_MARKER: Z = SEE DESCRIPTION
 FH0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0352_SP_SET: BRIDGE ABUTMENT
 FH0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0352
 FH0352  HISTORY     - Date     Condition        Report By
 FH0352  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0352  HISTORY     - 1934     GOOD             CGS
 FH0352
 FH0352                          STATION DESCRIPTION
 FH0352
 FH0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0352'1.5 MI N FROM PANAMA.
 FH0352'1.5 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 FH0352'THE STATION AT PANAMA, LE FLORE COUNTY, AT BRIDGE A 316, AND
 FH0352'ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PARAPET WALL
 FH0352'OF THE NORTH ABUTMENT.  THE TOP OF THE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0348 ***********************************************************************
 FH0348  DESIGNATION -  A 319
 FH0348  PID         -  FH0348
 FH0348  STATE/COUNTY-  OK/LE FLORE
 FH0348  COUNTRY     -  US
 FH0348  USGS QUAD   -  PANAMA (2018)
 FH0348
 FH0348                         *CURRENT SURVEY CONTROL
 FH0348  ______________________________________________________________________
 FH0348* NAD 83(1986) POSITION- 35 08 48.     (N) 094 39 35.     (W)   SCALED
 FH0348* NAVD 88 ORTHO HEIGHT -   133.819 (meters)      439.04  (feet) ADJUSTED
 FH0348  ______________________________________________________________________
 FH0348  GEOID HEIGHT    -        -31.104 (meters)                     GEOID18
 FH0348  DYNAMIC HEIGHT  -        133.687 (meters)      438.60  (feet) COMP
 FH0348  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 FH0348
 FH0348  VERT ORDER      -  SECOND    CLASS 0
 FH0348
 FH0348.The horizontal coordinates were scaled from a map and have
 FH0348.an estimated accuracy of +/- 6 seconds.
 FH0348
 FH0348.The orthometric height was determined by differential leveling and
 FH0348.adjusted by the NATIONAL GEODETIC SURVEY
 FH0348.in June 1991.
 FH0348
 FH0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0348.GEOID18 height accuracy estimate available here.
 FH0348
 FH0348.Click photographs - Photos may exist for this station.
 FH0348
 FH0348.The dynamic height is computed by dividing the NAVD 88
 FH0348.geopotential number by the normal gravity value computed on the
 FH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0348.degrees latitude (g = 980.6199 gals.).
 FH0348
 FH0348.The modeled gravity was interpolated from observed gravity values.
 FH0348
 FH0348;                    North         East    Units  Estimated Accuracy
 FH0348;SPC OK S     -   206,180.      904,320.      MT  (+/- 180 meters Scaled)
 FH0348
 FH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU488905(NAD 83)
 FH0348
 FH0348                          SUPERSEDED SURVEY CONTROL
 FH0348
 FH0348  NGVD 29 (??/??/92)  133.716  (m)          438.70   (f) ADJ UNCH    2 0
 FH0348
 FH0348.Superseded values are not recommended for survey control.
 FH0348
 FH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0348.See file dsdata.pdf to determine how the superseded data were derived.
 FH0348
 FH0348_MARKER: Z = SEE DESCRIPTION
 FH0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0348_SP_SET: BRIDGE ABUTMENT
 FH0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0348
 FH0348  HISTORY     - Date     Condition        Report By
 FH0348  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0348  HISTORY     - 1934     GOOD             CGS
 FH0348
 FH0348                          STATION DESCRIPTION
 FH0348
 FH0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0348'1.1 MI S FROM PANAMA.
 FH0348'1.1 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0348'STATION AT PANAMA, LE FLORE COUNTY, AT BRIDGE A 319, AND ON
 FH0348'THE TOP OF THE EAST CORNER OF THE CONCRETE PARAPET WALL OF THE
 FH0348'NORTH ABUTMENT.  THE TOP OF THE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0282 ***********************************************************************
 GJ0282  DESIGNATION -  A 32
 GJ0282  PID         -  GJ0282
 GJ0282  STATE/COUNTY-  OK/ELLIS
 GJ0282  COUNTRY     -  US
 GJ0282  USGS QUAD   -  GOODWIN (2018)
 GJ0282
 GJ0282                         *CURRENT SURVEY CONTROL
 GJ0282  ______________________________________________________________________
 GJ0282* NAD 83(1986) POSITION- 36 08 41.     (N) 099 58 12.     (W)   SCALED
 GJ0282* NAVD 88 ORTHO HEIGHT -   773.497 (meters)     2537.71  (feet) ADJUSTED
 GJ0282  ______________________________________________________________________
 GJ0282  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GJ0282  DYNAMIC HEIGHT  -        772.699 (meters)     2535.10  (feet) COMP
 GJ0282  MODELED GRAVITY -    979,574.8   (mgal)                       NAVD 88
 GJ0282
 GJ0282  VERT ORDER      -  FIRST     CLASS II
 GJ0282
 GJ0282.The horizontal coordinates were scaled from a map and have
 GJ0282.an estimated accuracy of +/- 6 seconds.
 GJ0282
 GJ0282.The orthometric height was determined by differential leveling and
 GJ0282.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0282.in June 1991.
 GJ0282
 GJ0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0282.GEOID18 height accuracy estimate available here.
 GJ0282
 GJ0282.Click photographs - Photos may exist for this station.
 GJ0282
 GJ0282.The dynamic height is computed by dividing the NAVD 88
 GJ0282.geopotential number by the normal gravity value computed on the
 GJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0282.degrees latitude (g = 980.6199 gals.).
 GJ0282
 GJ0282.The modeled gravity was interpolated from observed gravity values.
 GJ0282
 GJ0282;                    North         East    Units  Estimated Accuracy
 GJ0282;SPC OK N     -   128,810.      422,720.      MT  (+/- 180 meters Scaled)
 GJ0282
 GJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF127004(NAD 83)
 GJ0282
 GJ0282                          SUPERSEDED SURVEY CONTROL
 GJ0282
 GJ0282  NGVD 29 (??/??/92)  773.174  (m)         2536.66   (f) ADJ UNCH    1 2
 GJ0282
 GJ0282.Superseded values are not recommended for survey control.
 GJ0282
 GJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0282.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0282
 GJ0282_MARKER: DB = BENCH MARK DISK
 GJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0282_STAMPING: A 32 1934
 GJ0282_MARK LOGO: CGS
 GJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0282+STABILITY: SURFACE MOTION
 GJ0282
 GJ0282  HISTORY     - Date     Condition        Report By
 GJ0282  HISTORY     - 1934     MONUMENTED       CGS
 GJ0282
 GJ0282                          STATION DESCRIPTION
 GJ0282
 GJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0282'3.6 MI NE FROM HIGGINS.
 GJ0282'3.6 MILES NORTHEAST OF NEW HIGGINS HOTEL.  AT HIGGINS 130 FEET
 GJ0282'NORTHWEST OF MILE POST 425.  305 FEET NORTH OF CONCRETE CULVERT
 GJ0282'425A.  39 FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA AND
 GJ0282'SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0344 ***********************************************************************
 FH0344  DESIGNATION -  A 321
 FH0344  PID         -  FH0344
 FH0344  STATE/COUNTY-  OK/LE FLORE
 FH0344  COUNTRY     -  US
 FH0344  USGS QUAD   -  POTEAU WEST (2018)
 FH0344
 FH0344                         *CURRENT SURVEY CONTROL
 FH0344  ______________________________________________________________________
 FH0344* NAD 83(1986) POSITION- 35 07 27.     (N) 094 39 09.     (W)   SCALED
 FH0344* NAVD 88 ORTHO HEIGHT -   133.55  (+/-2cm)      438.2   (feet) VERTCON3
 FH0344  ______________________________________________________________________
 FH0344  GEOID HEIGHT    -        -31.156 (meters)                     GEOID18
 FH0344  VERT ORDER      -  ? (See Below)
 FH0344
 FH0344.The horizontal coordinates were scaled from a map and have
 FH0344.an estimated accuracy of +/- 6 seconds.
 FH0344
 FH0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0344
 FH0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0344.GEOID18 height accuracy estimate available here.
 FH0344
 FH0344.The vertical order pertains to the NGVD 29 superseded value.
 FH0344
 FH0344.Click photographs - Photos may exist for this station.
 FH0344
 FH0344;                    North         East    Units  Estimated Accuracy
 FH0344;SPC OK S     -   203,710.      905,060.      MT  (+/- 180 meters Scaled)
 FH0344
 FH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU494880(NAD 83)
 FH0344
 FH0344                          SUPERSEDED SURVEY CONTROL
 FH0344
 FH0344  NGVD 29 (??/??/92)  133.439  (m)          437.79   (f) ADJ UNCH       
 FH0344
 FH0344.Superseded values are not recommended for survey control.
 FH0344
 FH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0344.See file dsdata.pdf to determine how the superseded data were derived.
 FH0344
 FH0344_MARKER: Z = SEE DESCRIPTION
 FH0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0344_SP_SET: BRIDGE ABUTMENT
 FH0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0344
 FH0344  HISTORY     - Date     Condition        Report By
 FH0344  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0344  HISTORY     - 1934     GOOD             CGS
 FH0344
 FH0344                          STATION DESCRIPTION
 FH0344
 FH0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0344'3 MI S FROM PANAMA.
 FH0344'3.0 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0344'STATION AT PANAMA, LE FLORE COUNTY, AT BRIDGE A 321, AND ON THE
 FH0344'TOP OF THE NORTHEAST CORNER OF A CONCRETE ABUTMENT.  A PAINTED
 FH0344'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0342 ***********************************************************************
 FH0342  DESIGNATION -  A 322
 FH0342  PID         -  FH0342
 FH0342  STATE/COUNTY-  OK/LE FLORE
 FH0342  COUNTRY     -  US
 FH0342  USGS QUAD   -  POTEAU WEST (2018)
 FH0342
 FH0342                         *CURRENT SURVEY CONTROL
 FH0342  ______________________________________________________________________
 FH0342* NAD 83(1986) POSITION- 35 06 07.     (N) 094 38 04.     (W)   SCALED
 FH0342* NAVD 88 ORTHO HEIGHT -   138.56  (+/-2cm)      454.6   (feet) VERTCON3
 FH0342  ______________________________________________________________________
 FH0342  GEOID HEIGHT    -        -31.207 (meters)                     GEOID18
 FH0342  VERT ORDER      -  ? (See Below)
 FH0342
 FH0342.The horizontal coordinates were scaled from a map and have
 FH0342.an estimated accuracy of +/- 6 seconds.
 FH0342
 FH0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0342
 FH0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0342.GEOID18 height accuracy estimate available here.
 FH0342
 FH0342.The vertical order pertains to the NGVD 29 superseded value.
 FH0342
 FH0342.Click photographs - Photos may exist for this station.
 FH0342
 FH0342;                    North         East    Units  Estimated Accuracy
 FH0342;SPC OK S     -   201,300.      906,790.      MT  (+/- 180 meters Scaled)
 FH0342
 FH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU510855(NAD 83)
 FH0342
 FH0342                          SUPERSEDED SURVEY CONTROL
 FH0342
 FH0342  NGVD 29 (??/??/92)  138.454  (m)          454.24   (f) ADJ UNCH       
 FH0342
 FH0342.Superseded values are not recommended for survey control.
 FH0342
 FH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0342.See file dsdata.pdf to determine how the superseded data were derived.
 FH0342
 FH0342_MARKER: Z = SEE DESCRIPTION
 FH0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0342_SP_SET: BRIDGE ABUTMENT
 FH0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0342
 FH0342  HISTORY     - Date     Condition        Report By
 FH0342  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0342  HISTORY     - 1934     GOOD             CGS
 FH0342
 FH0342                          STATION DESCRIPTION
 FH0342
 FH0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0342'4.5 MI N FROM POTEAU.
 FH0342'4.5 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0342'STATION AT POTEAU, LE FLORE COUNTY, AT BRIDGE A 322, AND ON THE
 FH0342'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PARAPET WALL OF THE
 FH0342'NORTH ABUTMENT.  THE TOP OF THE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0340 ***********************************************************************
 FH0340  DESIGNATION -  A 325
 FH0340  PID         -  FH0340
 FH0340  STATE/COUNTY-  OK/LE FLORE
 FH0340  COUNTRY     -  US
 FH0340  USGS QUAD   -  POTEAU EAST (2018)
 FH0340
 FH0340                         *CURRENT SURVEY CONTROL
 FH0340  ______________________________________________________________________
 FH0340* NAD 83(1986) POSITION- 35 03 57.     (N) 094 36 42.     (W)   SCALED
 FH0340* NAVD 88 ORTHO HEIGHT -   137.51  (+/-2cm)      451.1   (feet) VERTCON3
 FH0340  ______________________________________________________________________
 FH0340  GEOID HEIGHT    -        -31.307 (meters)                     GEOID18
 FH0340  VERT ORDER      -  ? (See Below)
 FH0340
 FH0340.The horizontal coordinates were scaled from a map and have
 FH0340.an estimated accuracy of +/- 6 seconds.
 FH0340
 FH0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0340
 FH0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0340.GEOID18 height accuracy estimate available here.
 FH0340
 FH0340.The vertical order pertains to the NGVD 29 superseded value.
 FH0340
 FH0340.Click photographs - Photos may exist for this station.
 FH0340
 FH0340;                    North         East    Units  Estimated Accuracy
 FH0340;SPC OK S     -   197,370.      909,000.      MT  (+/- 180 meters Scaled)
 FH0340
 FH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU530815(NAD 83)
 FH0340
 FH0340                          SUPERSEDED SURVEY CONTROL
 FH0340
 FH0340  NGVD 29 (??/??/92)  137.409  (m)          450.82   (f) ADJ UNCH       
 FH0340
 FH0340.Superseded values are not recommended for survey control.
 FH0340
 FH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0340.See file dsdata.pdf to determine how the superseded data were derived.
 FH0340
 FH0340_MARKER: Z = SEE DESCRIPTION
 FH0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0340_SP_SET: BRIDGE ABUTMENT
 FH0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0340
 FH0340  HISTORY     - Date     Condition        Report By
 FH0340  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0340  HISTORY     - 1934     GOOD             CGS
 FH0340
 FH0340                          STATION DESCRIPTION
 FH0340
 FH0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0340'2 MI N FROM POTEAU.
 FH0340'2.0 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0340'STATION AT POTEAU, LE FLORE COUNTY, AT BRIDGE A 325, AND ON THE
 FH0340'TOP OF THE NORTHEAST CORNER OF THE PARAPET WALL OF THE NORTH
 FH0340'ABUTMENT.  A PAINTED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0339 ***********************************************************************
 FH0339  DESIGNATION -  A 326
 FH0339  PID         -  FH0339
 FH0339  STATE/COUNTY-  OK/LE FLORE
 FH0339  COUNTRY     -  US
 FH0339  USGS QUAD   -  POTEAU EAST (2018)
 FH0339
 FH0339                         *CURRENT SURVEY CONTROL
 FH0339  ______________________________________________________________________
 FH0339* NAD 83(1986) POSITION- 35 03 58.     (N) 094 36 42.     (W)   SCALED
 FH0339* NAVD 88 ORTHO HEIGHT -   136.395 (meters)      447.49  (feet) ADJUSTED
 FH0339  ______________________________________________________________________
 FH0339  GEOID HEIGHT    -        -31.306 (meters)                     GEOID18
 FH0339  DYNAMIC HEIGHT  -        136.258 (meters)      447.04  (feet) COMP
 FH0339  MODELED GRAVITY -    979,629.7   (mgal)                       NAVD 88
 FH0339
 FH0339  VERT ORDER      -  SECOND    CLASS 0
 FH0339
 FH0339.The horizontal coordinates were scaled from a map and have
 FH0339.an estimated accuracy of +/- 6 seconds.
 FH0339
 FH0339.The orthometric height was determined by differential leveling and
 FH0339.adjusted by the NATIONAL GEODETIC SURVEY
 FH0339.in June 1991.
 FH0339
 FH0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0339.GEOID18 height accuracy estimate available here.
 FH0339
 FH0339.Click photographs - Photos may exist for this station.
 FH0339
 FH0339.The dynamic height is computed by dividing the NAVD 88
 FH0339.geopotential number by the normal gravity value computed on the
 FH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0339.degrees latitude (g = 980.6199 gals.).
 FH0339
 FH0339.The modeled gravity was interpolated from observed gravity values.
 FH0339
 FH0339;                    North         East    Units  Estimated Accuracy
 FH0339;SPC OK S     -   197,400.      909,000.      MT  (+/- 180 meters Scaled)
 FH0339
 FH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU530815(NAD 83)
 FH0339
 FH0339                          SUPERSEDED SURVEY CONTROL
 FH0339
 FH0339  NGVD 29 (??/??/92)  136.288  (m)          447.14   (f) ADJ UNCH    2 0
 FH0339
 FH0339.Superseded values are not recommended for survey control.
 FH0339
 FH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0339.See file dsdata.pdf to determine how the superseded data were derived.
 FH0339
 FH0339_MARKER: Z = SEE DESCRIPTION
 FH0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0339_SP_SET: PARAPET WALL
 FH0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0339
 FH0339  HISTORY     - Date     Condition        Report By
 FH0339  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0339  HISTORY     - 1934     GOOD             CGS
 FH0339
 FH0339                          STATION DESCRIPTION
 FH0339
 FH0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0339'1.3 MI N FROM POTEAU.
 FH0339'1.3 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0339'STATION AT POTEAU, LE FLORE COUNTY, AT BRIDGE A 326, AND ON THE
 FH0339'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PARAPET WALL OF THE
 FH0339'NORTH ABUTMENT.  THE TOP OF THE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0279 ***********************************************************************
 GJ0279  DESIGNATION -  A 33
 GJ0279  PID         -  GJ0279
 GJ0279  STATE/COUNTY-  OK/WOODWARD
 GJ0279  COUNTRY     -  US
 GJ0279  USGS QUAD   -  WOODWARD (2018)
 GJ0279
 GJ0279                         *CURRENT SURVEY CONTROL
 GJ0279  ______________________________________________________________________
 GJ0279* NAD 83(1986) POSITION- 36 26 18.     (N) 099 23 52.     (W)   SCALED
 GJ0279* NAVD 88 ORTHO HEIGHT -   583.363 (meters)     1913.92  (feet) ADJUSTED
 GJ0279  ______________________________________________________________________
 GJ0279  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 GJ0279  DYNAMIC HEIGHT  -        582.798 (meters)     1912.06  (feet) COMP
 GJ0279  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 GJ0279
 GJ0279  VERT ORDER      -  FIRST     CLASS II
 GJ0279
 GJ0279.The horizontal coordinates were scaled from a map and have
 GJ0279.an estimated accuracy of +/- 6 seconds.
 GJ0279
 GJ0279.The orthometric height was determined by differential leveling and
 GJ0279.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0279.in June 1991.
 GJ0279
 GJ0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0279.GEOID18 height accuracy estimate available here.
 GJ0279
 GJ0279.Click photographs - Photos may exist for this station.
 GJ0279
 GJ0279.The dynamic height is computed by dividing the NAVD 88
 GJ0279.geopotential number by the normal gravity value computed on the
 GJ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0279.degrees latitude (g = 980.6199 gals.).
 GJ0279
 GJ0279.The modeled gravity was interpolated from observed gravity values.
 GJ0279
 GJ0279;                    North         East    Units  Estimated Accuracy
 GJ0279;SPC OK N     -   160,490.      474,680.      MT  (+/- 180 meters Scaled)
 GJ0279
 GJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF643326(NAD 83)
 GJ0279
 GJ0279                          SUPERSEDED SURVEY CONTROL
 GJ0279
 GJ0279  NGVD 29 (??/??/92)  583.110  (m)         1913.09   (f) ADJ UNCH    1 2
 GJ0279
 GJ0279.Superseded values are not recommended for survey control.
 GJ0279
 GJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0279.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0279
 GJ0279_MARKER: DB = BENCH MARK DISK
 GJ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0279_STAMPING: A 33 1934
 GJ0279_MARK LOGO: CGS
 GJ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0279+STABILITY: SURFACE MOTION
 GJ0279
 GJ0279  HISTORY     - Date     Condition        Report By
 GJ0279  HISTORY     - 1934     MONUMENTED       CGS
 GJ0279
 GJ0279                          STATION DESCRIPTION
 GJ0279
 GJ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0279'0.4 MI SW FROM WOODWARD.
 GJ0279'0.1 MILE SOUTH OF THE JUNCTION OF THE ATCHISON TOPEKA AND
 GJ0279'SANTA FE RAILROAD AND MISSOURI KANSAS AND TEXAS RAILROAD,
 GJ0279'12 FEET EAST OF THE SEVENTH TELEGRAPH POLE WEST OF MILE POST
 GJ0279'383.  65 FEET EAST OF THE CENTERLINE OF FIFTEENTH STREET.  55
 GJ0279'FEET SOUTH OF THE CENTERLINE OF THE RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0377 ***********************************************************************
 EK0377  DESIGNATION -  A 336
 EK0377  PID         -  EK0377
 EK0377  STATE/COUNTY-  OK/LE FLORE
 EK0377  COUNTRY     -  US
 EK0377  USGS QUAD   -  HEAVENER (2018)
 EK0377
 EK0377                         *CURRENT SURVEY CONTROL
 EK0377  ______________________________________________________________________
 EK0377* NAD 83(1986) POSITION- 34 55 45.     (N) 094 37 15.     (W)   SCALED
 EK0377* NAVD 88 ORTHO HEIGHT -   161.129 (meters)      528.64  (feet) ADJUSTED
 EK0377  ______________________________________________________________________
 EK0377  GEOID HEIGHT    -        -31.572 (meters)                     GEOID18
 EK0377  DYNAMIC HEIGHT  -        160.963 (meters)      528.09  (feet) COMP
 EK0377  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 EK0377
 EK0377  VERT ORDER      -  SECOND    CLASS 0
 EK0377
 EK0377.The horizontal coordinates were scaled from a map and have
 EK0377.an estimated accuracy of +/- 6 seconds.
 EK0377
 EK0377.The orthometric height was determined by differential leveling and
 EK0377.adjusted by the NATIONAL GEODETIC SURVEY
 EK0377.in June 1991.
 EK0377
 EK0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0377.GEOID18 height accuracy estimate available here.
 EK0377
 EK0377.Click photographs - Photos may exist for this station.
 EK0377
 EK0377.The dynamic height is computed by dividing the NAVD 88
 EK0377.geopotential number by the normal gravity value computed on the
 EK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0377.degrees latitude (g = 980.6199 gals.).
 EK0377
 EK0377.The modeled gravity was interpolated from observed gravity values.
 EK0377
 EK0377;                    North         East    Units  Estimated Accuracy
 EK0377;SPC OK S     -   182,180.      908,670.      MT  (+/- 180 meters Scaled)
 EK0377
 EK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU519663(NAD 83)
 EK0377
 EK0377                          SUPERSEDED SURVEY CONTROL
 EK0377
 EK0377  NGVD 29 (??/??/92)  161.025  (m)          528.30   (f) ADJ UNCH    2 0
 EK0377
 EK0377.Superseded values are not recommended for survey control.
 EK0377
 EK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0377.See file dsdata.pdf to determine how the superseded data were derived.
 EK0377
 EK0377_MARKER: Q = CHISELED SQUARE
 EK0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0377_SP_SET: ABUTMENT
 EK0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0377
 EK0377  HISTORY     - Date     Condition        Report By
 EK0377  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0377  HISTORY     - 1934     GOOD             CGS
 EK0377  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0377
 EK0377                          STATION DESCRIPTION
 EK0377
 EK0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0377'3.3 MI N FROM HEAVENER.
 EK0377'3.3 MILES NORTH OF, ALONG KANSAS CITY SOUTHERN RY. FROM STATION.
 EK0377'ON RAILROAD BRIDGE NO. A-336, 140 FEET SOUTH OF MILEPOST 335,
 EK0377'ON TOP OF SOUTHEAST CORNER OF NORTH ABUTMENT PARAPET WALL.
 EK0377
 EK0377                          STATION RECOVERY (1959)
 EK0377
 EK0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0232 ***********************************************************************
 GJ0232  DESIGNATION -  A 34 RESET
 GJ0232  PID         -  GJ0232
 GJ0232  STATE/COUNTY-  OK/DEWEY
 GJ0232  COUNTRY     -  US
 GJ0232  USGS QUAD   -  MUTUAL (2018)
 GJ0232
 GJ0232                         *CURRENT SURVEY CONTROL
 GJ0232  ______________________________________________________________________
 GJ0232* NAD 83(1986) POSITION- 36 08 38.     (N) 099 09 02.     (W)   SCALED
 GJ0232* NAVD 88 ORTHO HEIGHT -   568.72  (+/-2cm)     1865.9   (feet) VERTCON3
 GJ0232  ______________________________________________________________________
 GJ0232  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 GJ0232  VERT ORDER      -  THIRD (See Below)
 GJ0232
 GJ0232.The horizontal coordinates were scaled from a map and have
 GJ0232.an estimated accuracy of +/- 6 seconds.
 GJ0232
 GJ0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0232
 GJ0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0232.GEOID18 height accuracy estimate available here.
 GJ0232
 GJ0232.The vertical order pertains to the NGVD 29 superseded value.
 GJ0232
 GJ0232.Click photographs - Photos may exist for this station.
 GJ0232
 GJ0232;                    North         East    Units  Estimated Accuracy
 GJ0232;SPC OK N     -   127,530.      496,460.      MT  (+/- 180 meters Scaled)
 GJ0232
 GJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME864999(NAD 83)
 GJ0232
 GJ0232                          SUPERSEDED SURVEY CONTROL
 GJ0232
 GJ0232  NGVD 29 (??/??/??)  568.48   (m)         1865.1    (f) RESET       3  
 GJ0232
 GJ0232.Superseded values are not recommended for survey control.
 GJ0232
 GJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0232.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0232
 GJ0232_MARKER: DB = BENCH MARK DISK
 GJ0232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0232_SP_SET: CULVERT WINGWALL
 GJ0232_STAMPING: A 34 RESET 1943
 GJ0232_MARK LOGO: CGS
 GJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0232+STABILITY: SURFACE MOTION
 GJ0232
 GJ0232  HISTORY     - Date     Condition        Report By
 GJ0232  HISTORY     - 1943     MONUMENTED       CGS
 GJ0232
 GJ0232                          STATION DESCRIPTION
 GJ0232
 GJ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GJ0232'8.3 MI E FROM VICI.
 GJ0232'A 34 RESET 1943 8.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE
 GJ0232'MISSOURI-KANSAS-TEXAS RAILROAD CROSSING AT VICI, DEWEY COUNTY,
 GJ0232'NORTHEAST OF A LARGE WHITE FARMHOUSE ON THE SOUTH SIDE OF THE
 GJ0232'HIGHWAY, 135 FEET SOUTH AND 9 FEET WEST OF THE CORNER COMMON TO
 GJ0232'SECTIONS 5, 6, 7, AND 8, T 19 N, R 18 W, AT A 10- BY 6-FOOT
 GJ0232'CONCRETE-BOX CULVERT UNDER THE NORTH-AND-SOUTH SECTION-LINE ROAD,
 GJ0232'AND IN THE TOP OF THE NORTHWEST WING WALL.  A STANDARD DISK,
 GJ0232'STAMPED A 34 RESET 1943.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0609 ***********************************************************************
 FH0609  DESIGNATION -  A 3448 35
 FH0609  PID         -  FH0609
 FH0609  STATE/COUNTY-  OK/MUSKOGEE
 FH0609  COUNTRY     -  US
 FH0609  USGS QUAD   -  STIGLER NE (2018)
 FH0609
 FH0609                         *CURRENT SURVEY CONTROL
 FH0609  ______________________________________________________________________
 FH0609* NAD 83(1986) POSITION- 35 29 24.     (N) 095 06 23.     (W)   SCALED
 FH0609* NAVD 88 ORTHO HEIGHT -   145.108 (meters)      476.08  (feet) ADJUSTED
 FH0609  ______________________________________________________________________
 FH0609  GEOID HEIGHT    -        -29.920 (meters)                     GEOID18
 FH0609  DYNAMIC HEIGHT  -        144.974 (meters)      475.64  (feet) COMP
 FH0609  MODELED GRAVITY -    979,706.6   (mgal)                       NAVD 88
 FH0609
 FH0609  VERT ORDER      -  SECOND    CLASS 0
 FH0609
 FH0609.The horizontal coordinates were scaled from a map and have
 FH0609.an estimated accuracy of +/- 6 seconds.
 FH0609
 FH0609.The orthometric height was determined by differential leveling and
 FH0609.adjusted by the NATIONAL GEODETIC SURVEY
 FH0609.in June 1991.
 FH0609
 FH0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0609.GEOID18 height accuracy estimate available here.
 FH0609
 FH0609.Click photographs - Photos may exist for this station.
 FH0609
 FH0609.The dynamic height is computed by dividing the NAVD 88
 FH0609.geopotential number by the normal gravity value computed on the
 FH0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0609.degrees latitude (g = 980.6199 gals.).
 FH0609
 FH0609.The modeled gravity was interpolated from observed gravity values.
 FH0609
 FH0609;                    North         East    Units  Estimated Accuracy
 FH0609;SPC OK N     -    58,280.      862,530.      MT  (+/- 180 meters Scaled)
 FH0609
 FH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV089294(NAD 83)
 FH0609
 FH0609                          SUPERSEDED SURVEY CONTROL
 FH0609
 FH0609  NGVD 29 (??/??/92)  144.990  (m)          475.69   (f) ADJ UNCH    2 0
 FH0609
 FH0609.Superseded values are not recommended for survey control.
 FH0609
 FH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0609.See file dsdata.pdf to determine how the superseded data were derived.
 FH0609
 FH0609_MARKER: DD = SURVEY DISK
 FH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0609_STAMPING: STA NO A 3448 35
 FH0609_MARK LOGO: USACE
 FH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0609+STABILITY: SURFACE MOTION
 FH0609
 FH0609  HISTORY     - Date     Condition        Report By
 FH0609  HISTORY     - UNK      MONUMENTED       USACE
 FH0609  HISTORY     - 1940     GOOD             CGS
 FH0609  HISTORY     - 1960     MARK NOT FOUND   USGS
 FH0609
 FH0609                          STATION DESCRIPTION
 FH0609
 FH0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0609'2.7 MILES SOUTHEAST OF POST OFFICE AT WEBBERS FALLS.  TO REACH
 FH0609'FROM THE POST OFFICE AT WEBBERS FALLS, PROCEED SOUTHEASTERLY
 FH0609'ON GRAVELED ROAD, GO 0.7 MILE, TURN RIGHT (SOUTH), GO 1.0 MILE,
 FH0609'TURN LEFT (EAST) ONTO GRADED DIRT ROAD, GO 1.0 MILE.  BENCH MARK
 FH0609'IS ON THE SOUTH BAN OF THE ARKANSAS RIVER, 250 FEET SOUTH FROM
 FH0609'THE EDGE OF THE RIVER BANK, 150 FEET EAST FROM THE BANK OF A
 FH0609'DRY CREEK, 100 FEET SOUTH OF A TURN IN ROAD, 17 FEET WEST OF
 FH0609'CENTER LINE OF THE GRADED DIRT ROAD.
 FH0609
 FH0609                          STATION RECOVERY (1960)
 FH0609
 FH0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FH0609'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0360 ***********************************************************************
 EK0360  DESIGNATION -  A 349
 EK0360  PID         -  EK0360
 EK0360  STATE/COUNTY-  OK/LE FLORE
 EK0360  COUNTRY     -  US
 EK0360  USGS QUAD   -  HONTUBBY (2018)
 EK0360
 EK0360                         *CURRENT SURVEY CONTROL
 EK0360  ______________________________________________________________________
 EK0360* NAD 83(1986) POSITION- 34 45 58.     (N) 094 37 26.     (W)   SCALED
 EK0360* NAVD 88 ORTHO HEIGHT -   184.194 (meters)      604.31  (feet) ADJUSTED
 EK0360  ______________________________________________________________________
 EK0360  GEOID HEIGHT    -        -31.529 (meters)                     GEOID18
 EK0360  DYNAMIC HEIGHT  -        183.997 (meters)      603.66  (feet) COMP
 EK0360  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 EK0360
 EK0360  VERT ORDER      -  SECOND    CLASS 0
 EK0360
 EK0360.The horizontal coordinates were scaled from a map and have
 EK0360.an estimated accuracy of +/- 6 seconds.
 EK0360
 EK0360.The orthometric height was determined by differential leveling and
 EK0360.adjusted by the NATIONAL GEODETIC SURVEY
 EK0360.in June 1991.
 EK0360
 EK0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0360.GEOID18 height accuracy estimate available here.
 EK0360
 EK0360.Click photographs - Photos may exist for this station.
 EK0360
 EK0360.The dynamic height is computed by dividing the NAVD 88
 EK0360.geopotential number by the normal gravity value computed on the
 EK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0360.degrees latitude (g = 980.6199 gals.).
 EK0360
 EK0360.The modeled gravity was interpolated from observed gravity values.
 EK0360
 EK0360;                    North         East    Units  Estimated Accuracy
 EK0360;SPC OK S     -   164,100.      909,000.      MT  (+/- 180 meters Scaled)
 EK0360
 EK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU513483(NAD 83)
 EK0360
 EK0360                          SUPERSEDED SURVEY CONTROL
 EK0360
 EK0360  NGVD 29 (??/??/92)  184.091  (m)          603.97   (f) ADJ UNCH    2 0
 EK0360
 EK0360.Superseded values are not recommended for survey control.
 EK0360
 EK0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0360.See file dsdata.pdf to determine how the superseded data were derived.
 EK0360
 EK0360_MARKER: Q = CHISELED SQUARE
 EK0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0360_SP_SET: ABUTMENT
 EK0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0360
 EK0360  HISTORY     - Date     Condition        Report By
 EK0360  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0360  HISTORY     - 1934     GOOD             CGS
 EK0360  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0360
 EK0360                          STATION DESCRIPTION
 EK0360
 EK0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0360'0.5 MI N FROM STAPP.
 EK0360'0.5 MILE NORTH OF, ALONG KANSAS CITY SOUTEHRN RY. FROM STATION.
 EK0360'ON RAILROAD BRIDGE A-349, ON TOP OF SOUTHEAST CORNER OF PARAPET
 EK0360'WALL OF NORTH ABUTMENT.
 EK0360
 EK0360                          STATION RECOVERY (1959)
 EK0360
 EK0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0564 ***********************************************************************
 FH0564  DESIGNATION -  A 3532 05
 FH0564  PID         -  FH0564
 FH0564  STATE/COUNTY-  OK/MUSKOGEE
 FH0564  COUNTRY     -  US
 FH0564  USGS QUAD   -  WEBBERS FALLS (2018)
 FH0564
 FH0564                         *CURRENT SURVEY CONTROL
 FH0564  ______________________________________________________________________
 FH0564* NAD 83(1986) POSITION- 35 30 26.     (N) 095 07 32.     (W)   SCALED
 FH0564* NAVD 88 ORTHO HEIGHT -   146.848 (meters)      481.78  (feet) ADJUSTED
 FH0564  ______________________________________________________________________
 FH0564  GEOID HEIGHT    -        -29.873 (meters)                     GEOID18
 FH0564  DYNAMIC HEIGHT  -        146.712 (meters)      481.34  (feet) COMP
 FH0564  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 FH0564
 FH0564  VERT ORDER      -  SECOND    CLASS 0
 FH0564
 FH0564.The horizontal coordinates were scaled from a map and have
 FH0564.an estimated accuracy of +/- 6 seconds.
 FH0564
 FH0564.The orthometric height was determined by differential leveling and
 FH0564.adjusted by the NATIONAL GEODETIC SURVEY
 FH0564.in June 1991.
 FH0564
 FH0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0564.GEOID18 height accuracy estimate available here.
 FH0564
 FH0564.Click photographs - Photos may exist for this station.
 FH0564
 FH0564.The dynamic height is computed by dividing the NAVD 88
 FH0564.geopotential number by the normal gravity value computed on the
 FH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0564.degrees latitude (g = 980.6199 gals.).
 FH0564
 FH0564.The modeled gravity was interpolated from observed gravity values.
 FH0564
 FH0564;                    North         East    Units  Estimated Accuracy
 FH0564;SPC OK N     -    60,140.      860,740.      MT  (+/- 180 meters Scaled)
 FH0564
 FH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV072313(NAD 83)
 FH0564
 FH0564                          SUPERSEDED SURVEY CONTROL
 FH0564
 FH0564  NGVD 29 (??/??/92)  146.726  (m)          481.38   (f) ADJ UNCH    2 0
 FH0564
 FH0564.Superseded values are not recommended for survey control.
 FH0564
 FH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0564.See file dsdata.pdf to determine how the superseded data were derived.
 FH0564
 FH0564_MARKER: DD = SURVEY DISK
 FH0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0564_STAMPING: STA NO A 3532 05
 FH0564_MARK LOGO: USACE
 FH0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0564+STABILITY: SURFACE MOTION
 FH0564
 FH0564  HISTORY     - Date     Condition        Report By
 FH0564  HISTORY     - UNK      MONUMENTED       USACE
 FH0564  HISTORY     - 1940     GOOD             CGS
 FH0564  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0564
 FH0564                          STATION DESCRIPTION
 FH0564
 FH0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0564'TO REACH FROM THE POST OFFICE AT WEBBERS FALLS, PROCEED SOUTHEAST
 FH0564'ON GRAVELED ROAD, 0.5 MILE.  BENCH MARK IS 0.2 MILE NORTH OF
 FH0564'TURN IN ROAD, 0.1 MILE SOUTH OF TURN IN ROAD, 200 FEET SOUTH
 FH0564'OF A STONE FARM HOUSE, 30 FEET EAST OF CENTER LINE OF ROAD
 FH0564'T-INTERSECTION.
 FH0564
 FH0564                          STATION RECOVERY (1960)
 FH0564
 FH0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0087 ***********************************************************************
 FK0087  DESIGNATION -  A 36
 FK0087  PID         -  FK0087
 FK0087  STATE/COUNTY-  OK/CADDO
 FK0087  COUNTRY     -  US
 FK0087  USGS QUAD   -  ANADARKO EAST (2018)
 FK0087
 FK0087                         *CURRENT SURVEY CONTROL
 FK0087  ______________________________________________________________________
 FK0087* NAD 83(1986) POSITION- 35 04 42.     (N) 098 13 12.     (W)   SCALED
 FK0087* NAVD 88 ORTHO HEIGHT -   360.983 (meters)     1184.33  (feet) ADJUSTED
 FK0087  ______________________________________________________________________
 FK0087  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 FK0087  DYNAMIC HEIGHT  -        360.620 (meters)     1183.13  (feet) COMP
 FK0087  MODELED GRAVITY -    979,618.4   (mgal)                       NAVD 88
 FK0087
 FK0087  VERT ORDER      -  SECOND    CLASS 0
 FK0087
 FK0087.The horizontal coordinates were scaled from a map and have
 FK0087.an estimated accuracy of +/- 6 seconds.
 FK0087
 FK0087.The orthometric height was determined by differential leveling and
 FK0087.adjusted by the NATIONAL GEODETIC SURVEY
 FK0087.in June 1991.
 FK0087
 FK0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0087.GEOID18 height accuracy estimate available here.
 FK0087
 FK0087.Click photographs - Photos may exist for this station.
 FK0087
 FK0087.The dynamic height is computed by dividing the NAVD 88
 FK0087.geopotential number by the normal gravity value computed on the
 FK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0087.degrees latitude (g = 980.6199 gals.).
 FK0087
 FK0087.The modeled gravity was interpolated from observed gravity values.
 FK0087
 FK0087;                    North         East    Units  Estimated Accuracy
 FK0087;SPC OK S     -   193,590.      579,940.      MT  (+/- 180 meters Scaled)
 FK0087
 FK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND711820(NAD 83)
 FK0087
 FK0087                          SUPERSEDED SURVEY CONTROL
 FK0087
 FK0087  NGVD 29 (??/??/92)  360.853  (m)         1183.90   (f) ADJ UNCH    2 0
 FK0087
 FK0087.Superseded values are not recommended for survey control.
 FK0087
 FK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0087.See file dsdata.pdf to determine how the superseded data were derived.
 FK0087
 FK0087_MARKER: DB = BENCH MARK DISK
 FK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0087_STAMPING: A 36 1934
 FK0087_MARK LOGO: CGS
 FK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0087+STABILITY: SURFACE MOTION
 FK0087
 FK0087  HISTORY     - Date     Condition        Report By
 FK0087  HISTORY     - 1934     MONUMENTED       CGS
 FK0087  HISTORY     - 1963     MARK NOT FOUND   USGS
 FK0087
 FK0087                          STATION DESCRIPTION
 FK0087
 FK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0087'1.3 MI E FROM ANADARKO.
 FK0087'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0087'RAILROAD FROM THE STATION AT ANADARKO, CADDO COUNTY, AT A ROAD
 FK0087'CROSSING, 40 FEET WEST OF THE SECTION-LINE ROAD, AND 30 FEET
 FK0087'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED A 36 1934 AND SET
 FK0087'IN THE TOP OF A CONCRETE POST.
 FK0087
 FK0087                          STATION RECOVERY (1963)
 FK0087
 FK0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FK0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0344 ***********************************************************************
 EM0344  DESIGNATION -  A 37 RESET
 EM0344  PID         -  EM0344
 EM0344  STATE/COUNTY-  OK/TILLMAN
 EM0344  COUNTRY     -  US
 EM0344  USGS QUAD   -  FREDERICK SE (2018)
 EM0344
 EM0344                         *CURRENT SURVEY CONTROL
 EM0344  ______________________________________________________________________
 EM0344* NAD 83(1986) POSITION- 34 18 58.     (N) 099 02 34.     (W)   SCALED
 EM0344* NAVD 88 ORTHO HEIGHT -   356.34  (+/-2cm)     1169.1   (feet) VERTCON3
 EM0344  ______________________________________________________________________
 EM0344  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 EM0344  VERT ORDER      -  THIRD (See Below)
 EM0344
 EM0344.The horizontal coordinates were scaled from a map and have
 EM0344.an estimated accuracy of +/- 6 seconds.
 EM0344
 EM0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0344
 EM0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0344.GEOID18 height accuracy estimate available here.
 EM0344
 EM0344.The vertical order pertains to the NGVD 29 superseded value.
 EM0344
 EM0344.Click photographs - Photos may exist for this station.
 EM0344
 EM0344;                    North         East    Units  Estimated Accuracy
 EM0344;SPC OK S     -   109,510.      504,030.      MT  (+/- 180 meters Scaled)
 EM0344
 EM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC960972(NAD 83)
 EM0344
 EM0344                          SUPERSEDED SURVEY CONTROL
 EM0344
 EM0344  NGVD 29 (??/??/??)  356.20   (m)         1168.6    (f) RESET       3  
 EM0344
 EM0344.Superseded values are not recommended for survey control.
 EM0344
 EM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0344.See file dsdata.pdf to determine how the superseded data were derived.
 EM0344
 EM0344_MARKER: DB = BENCH MARK DISK
 EM0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0344_SP_SET: BRIDGE
 EM0344_STAMPING: A 37 1934
 EM0344_MARK LOGO: CGS
 EM0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0344
 EM0344  HISTORY     - Date     Condition        Report By
 EM0344  HISTORY     - 1937     MONUMENTED       CGS
 EM0344  HISTORY     - 1971     GOOD             NGS
 EM0344  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0344
 EM0344                          STATION DESCRIPTION
 EM0344
 EM0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 EM0344'5.1 MI S FROM FREDERICK.
 EM0344'5.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0344'STATION AT FREDERICK, ABOUT 500 FEET NORTH OF THE TWENTIETH POLE SOUTH
 EM0344'OF MILEPOST 768, 120 FEET EAST OF THE TRACK, AND ON THE TOP OF THE
 EM0344'SOUTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE, LEVEL WITH THE TRACK. A
 EM0344'STANDARD DISK, STAMPED A 37 1934.
 EM0344
 EM0344                          STATION RECOVERY (1971)
 EM0344
 EM0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EM0344'RECOVERED IN GOOD CONDITION.
 EM0344
 EM0344                          STATION RECOVERY (1979)
 EM0344
 EM0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0036 ***********************************************************************
 EM0036  DESIGNATION -  A 38
 EM0036  PID         -  EM0036
 EM0036  STATE/COUNTY-  OK/COMANCHE
 EM0036  COUNTRY     -  US
 EM0036  USGS QUAD   -  LAWTON (2018)
 EM0036
 EM0036                         *CURRENT SURVEY CONTROL
 EM0036  ______________________________________________________________________
 EM0036* NAD 83(1986) POSITION- 34 35 39.     (N) 098 23 19.     (W)   SCALED
 EM0036* NAVD 88 ORTHO HEIGHT -   328.788 (meters)     1078.70  (feet) ADJUSTED
 EM0036  ______________________________________________________________________
 EM0036  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 EM0036  DYNAMIC HEIGHT  -        328.460 (meters)     1077.62  (feet) COMP
 EM0036  MODELED GRAVITY -    979,625.9   (mgal)                       NAVD 88
 EM0036
 EM0036  VERT ORDER      -  SECOND    CLASS 0
 EM0036
 EM0036.The horizontal coordinates were scaled from a map and have
 EM0036.an estimated accuracy of +/- 6 seconds.
 EM0036
 EM0036.The orthometric height was determined by differential leveling and
 EM0036.adjusted by the NATIONAL GEODETIC SURVEY
 EM0036.in June 1991.
 EM0036
 EM0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0036.GEOID18 height accuracy estimate available here.
 EM0036
 EM0036.Click photographs - Photos may exist for this station.
 EM0036
 EM0036.The dynamic height is computed by dividing the NAVD 88
 EM0036.geopotential number by the normal gravity value computed on the
 EM0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0036.degrees latitude (g = 980.6199 gals.).
 EM0036
 EM0036.The modeled gravity was interpolated from observed gravity values.
 EM0036
 EM0036;                    North         East    Units  Estimated Accuracy
 EM0036;SPC OK S     -   139,920.      564,350.      MT  (+/- 180 meters Scaled)
 EM0036
 EM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND560282(NAD 83)
 EM0036
 EM0036                          SUPERSEDED SURVEY CONTROL
 EM0036
 EM0036  NGVD 29 (??/??/92)  328.690  (m)         1078.38   (f) ADJ UNCH    2 0
 EM0036
 EM0036.Superseded values are not recommended for survey control.
 EM0036
 EM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0036.See file dsdata.pdf to determine how the superseded data were derived.
 EM0036
 EM0036_MARKER: DB = BENCH MARK DISK
 EM0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0036_SP_SET: BRIDGE
 EM0036_STAMPING: A 38 1934
 EM0036_MARK LOGO: CGS
 EM0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0036
 EM0036  HISTORY     - Date     Condition        Report By
 EM0036  HISTORY     - 1934     MONUMENTED       CGS
 EM0036  HISTORY     - 1963     GOOD             CGS
 EM0036  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0036
 EM0036                          STATION DESCRIPTION
 EM0036
 EM0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0036'IN LAWTON.
 EM0036'AT LAWTON, COMANCHE COUNTY, 0.1 MILE EAST OF THE INTERSECTION OF S 2ND
 EM0036'STREET AND LEE BOULEVARD AND JUNCTION OF U.S. HIGHWAYS 277, 281 AND
 EM0036'STATE HIGHWAY 7, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF A
 EM0036'CONCRETE BRIDGE UNDER STATE HIGHWAY 7.  NOTE -- THIS MARK WAS LISTED
 EM0036'AS BEING 1/4 MILE WEST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION
 EM0036'AT LAWTON.  IT IS BELIEVED TO BE THE SAME MARK THAT WAS SET IN 1934.
 EM0036
 EM0036                          STATION RECOVERY (1987)
 EM0036
 EM0036'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0037 ***********************************************************************
 EM0037  DESIGNATION -  A 38 RESET
 EM0037  PID         -  EM0037
 EM0037  STATE/COUNTY-  OK/COMANCHE
 EM0037  COUNTRY     -  US
 EM0037  USGS QUAD   -  LAWTON (2018)
 EM0037
 EM0037                         *CURRENT SURVEY CONTROL
 EM0037  ______________________________________________________________________
 EM0037* NAD 83(1986) POSITION- 34 35 39.     (N) 098 23 19.     (W)   SCALED
 EM0037* NAVD 88 ORTHO HEIGHT -   328.39  (+/-2cm)     1077.4   (feet) VERTCON3
 EM0037  ______________________________________________________________________
 EM0037  GEOID HEIGHT    -        -25.664 (meters)                     GEOID18
 EM0037  VERT ORDER      -  THIRD (See Below)
 EM0037
 EM0037.The horizontal coordinates were scaled from a map and have
 EM0037.an estimated accuracy of +/- 6 seconds.
 EM0037
 EM0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0037
 EM0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0037.GEOID18 height accuracy estimate available here.
 EM0037
 EM0037.The vertical order pertains to the NGVD 29 superseded value.
 EM0037
 EM0037.Click photographs - Photos may exist for this station.
 EM0037
 EM0037;                    North         East    Units  Estimated Accuracy
 EM0037;SPC OK S     -   139,920.      564,350.      MT  (+/- 180 meters Scaled)
 EM0037
 EM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND560282(NAD 83)
 EM0037
 EM0037                          SUPERSEDED SURVEY CONTROL
 EM0037
 EM0037  NGVD 29 (??/??/??)  328.29   (m)         1077.1    (f) RESET       3  
 EM0037
 EM0037.Superseded values are not recommended for survey control.
 EM0037
 EM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0037.See file dsdata.pdf to determine how the superseded data were derived.
 EM0037
 EM0037_MARKER: DB = BENCH MARK DISK
 EM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0037_STAMPING: A 38 RESET 1963
 EM0037_MARK LOGO: CGS
 EM0037_PROJECTION: RECESSED 8 CENTIMETERS
 EM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0037+STABILITY: SURFACE MOTION
 EM0037
 EM0037  HISTORY     - Date     Condition        Report By
 EM0037  HISTORY     - 1963     MONUMENTED       CGS
 EM0037  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 EM0037  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0037
 EM0037                          STATION DESCRIPTION
 EM0037
 EM0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0037'IN LAWTON.
 EM0037'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF 2ND
 EM0037'STREET AND LEE BLVD. (JCT. U.S. HWY. 277-281 AND STATE HIGHWAY 7)
 EM0037'WHICH IS IN THE SOUTHEAST PART OF LAWTON.  AT THE WEST BANK OF A
 EM0037'DRAINAGE DITCH AND ABOUT 50 YARDS NORTHWEST OF THE MELART MOTEL.  49
 EM0037'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 21 FEET SOUTH-SOUTHEAST OF A
 EM0037'BRICK PILLAR SUPPORTING PORCH, 33 FEET SOUTH-SOUTHWEST OF THE
 EM0037'SOUTHEAST CORNER OF HOUSE, 30 FEET EAST OF THE SOUTHEAST CORNER OF A
 EM0037'SMALL STUCCO BUILDING, 3 FEET WEST OF THE WEST EDGE OF SIDEWALK WHICH
 EM0037'LEADS TO HOUSE, 33 FEET NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE,
 EM0037'AND 1 FOOT SOUTH OF OKLAHOMA STATE HIGHWAY DEPARTMENT STATION 47 + 65.
 EM0037'A STANDARD DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH IS 3 INCHES
 EM0037'BELOW THE SURFACE OF THE GROUND.
 EM0037
 EM0037                          STATION RECOVERY (1982)
 EM0037
 EM0037'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 EM0037'MARK NOT FOUND.
 EM0037
 EM0037                          STATION RECOVERY (1987)
 EM0037
 EM0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0573 ***********************************************************************
 DN0573  DESIGNATION -  A 39
 DN0573  PID         -  DN0573
 DN0573  STATE/COUNTY-  OK/LOVE
 DN0573  COUNTRY     -  US
 DN0573  USGS QUAD   -  MARIETTA EAST (2018)
 DN0573
 DN0573                         *CURRENT SURVEY CONTROL
 DN0573  ______________________________________________________________________
 DN0573* NAD 83(1986) POSITION- 33 56 15.     (N) 097 07 00.     (W)   SCALED
 DN0573* NAVD 88 ORTHO HEIGHT -   259.347 (meters)      850.87  (feet) ADJUSTED
 DN0573  ______________________________________________________________________
 DN0573  GEOID HEIGHT    -        -26.108 (meters)                     GEOID18
 DN0573  DYNAMIC HEIGHT  -        259.072 (meters)      849.97  (feet) COMP
 DN0573  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 DN0573
 DN0573  VERT ORDER      -  SECOND    CLASS 0
 DN0573
 DN0573.The horizontal coordinates were scaled from a map and have
 DN0573.an estimated accuracy of +/- 6 seconds.
 DN0573
 DN0573.The orthometric height was determined by differential leveling and
 DN0573.adjusted by the NATIONAL GEODETIC SURVEY
 DN0573.in June 1991.
 DN0573
 DN0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0573.GEOID18 height accuracy estimate available here.
 DN0573
 DN0573.Click photographs - Photos may exist for this station.
 DN0573
 DN0573.The dynamic height is computed by dividing the NAVD 88
 DN0573.geopotential number by the normal gravity value computed on the
 DN0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0573.degrees latitude (g = 980.6199 gals.).
 DN0573
 DN0573.The modeled gravity was interpolated from observed gravity values.
 DN0573
 DN0573;                    North         East    Units  Estimated Accuracy
 DN0573;SPC OK S     -    67,370.      681,670.      MT  (+/- 180 meters Scaled)
 DN0573
 DN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC740568(NAD 83)
 DN0573
 DN0573                          SUPERSEDED SURVEY CONTROL
 DN0573
 DN0573  NGVD 29 (??/??/92)  259.291  (m)          850.69   (f) ADJ UNCH    2 0
 DN0573
 DN0573.Superseded values are not recommended for survey control.
 DN0573
 DN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0573.See file dsdata.pdf to determine how the superseded data were derived.
 DN0573
 DN0573_MARKER: B = BOLT
 DN0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0573_SP_SET: BUILDING
 DN0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0573
 DN0573  HISTORY     - Date     Condition        Report By
 DN0573  HISTORY     - 1934     MONUMENTED       CGS
 DN0573  HISTORY     - 1935     MARK NOT FOUND   CGS
 DN0573
 DN0573                          STATION DESCRIPTION
 DN0573
 DN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0573'IN MARIETTA.
 DN0573'1000 FEET NORTH OF GULF COLORADO AND SANTA FE RAILROAD DEPOT.  20 FEET
 DN0573'WEST OF MAIN TRACK.  BETWEEN RR TELEPHONE BOX AND POLE.  B.M. IS IN
 DN0573'THE TOP OF THE NORTHEAST BOLT HEAD.
 DN0573
 DN0573                          STATION RECOVERY (1935)
 DN0573
 DN0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DN0573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0505 ***********************************************************************
 EL0505  DESIGNATION -  A 40
 EL0505  PID         -  EL0505
 EL0505  STATE/COUNTY-  OK/JEFFERSON
 EL0505  COUNTRY     -  US
 EL0505  USGS QUAD   -  RINGLING (2018)
 EL0505
 EL0505                         *CURRENT SURVEY CONTROL
 EL0505  ______________________________________________________________________
 EL0505* NAD 83(1986) POSITION- 34 10 46.     (N) 097 35 49.     (W)   SCALED
 EL0505* NAVD 88 ORTHO HEIGHT -   272.866 (meters)      895.23  (feet) ADJUSTED
 EL0505  ______________________________________________________________________
 EL0505  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 EL0505  DYNAMIC HEIGHT  -        272.586 (meters)      894.31  (feet) COMP
 EL0505  MODELED GRAVITY -    979,603.7   (mgal)                       NAVD 88
 EL0505
 EL0505  VERT ORDER      -  FIRST     CLASS II
 EL0505
 EL0505.The horizontal coordinates were scaled from a map and have
 EL0505.an estimated accuracy of +/- 6 seconds.
 EL0505
 EL0505.The orthometric height was determined by differential leveling and
 EL0505.adjusted by the NATIONAL GEODETIC SURVEY
 EL0505.in June 1991.
 EL0505
 EL0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0505.GEOID18 height accuracy estimate available here.
 EL0505
 EL0505.Click photographs - Photos may exist for this station.
 EL0505
 EL0505.The dynamic height is computed by dividing the NAVD 88
 EL0505.geopotential number by the normal gravity value computed on the
 EL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0505.degrees latitude (g = 980.6199 gals.).
 EL0505
 EL0505.The modeled gravity was interpolated from observed gravity values.
 EL0505
 EL0505;                    North         East    Units  Estimated Accuracy
 EL0505;SPC OK S     -    93,930.      637,160.      MT  (+/- 180 meters Scaled)
 EL0505
 EL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC293829(NAD 83)
 EL0505
 EL0505                          SUPERSEDED SURVEY CONTROL
 EL0505
 EL0505  NGVD 29 (??/??/92)  272.788  (m)          894.97   (f) ADJ UNCH    1 2
 EL0505
 EL0505.Superseded values are not recommended for survey control.
 EL0505
 EL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0505.See file dsdata.pdf to determine how the superseded data were derived.
 EL0505
 EL0505_MARKER: DB = BENCH MARK DISK
 EL0505_STAMPING: A 40 1934
 EL0505_MARK LOGO: CGS
 EL0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0505
 EL0505  HISTORY     - Date     Condition        Report By
 EL0505  HISTORY     - 1934     MONUMENTED       CGS
 EL0505  HISTORY     - 1963     GOOD
 EL0505  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0505
 EL0505                          STATION DESCRIPTION
 EL0505
 EL0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0505'AT RINGLING.
 EL0505'ON ATCHISON TOPEKA AND SANTA FE RAILROAD TRACK CROSSING.  30
 EL0505'FEET SOUTH OF TRACK, 10 FEET EAST OF THE CENTERLINE OF THE
 EL0505'ROAD.  2 FEET EAST OF THE RAILROAD CROSSING SIGN.  IN THE
 EL0505'NORTHWEST CORNER OF TOWN.
 EL0505
 EL0505                          STATION RECOVERY (1963)
 EL0505
 EL0505'RECOVERED 1963
 EL0505'RECOVERED IN GOOD CONDITION.
 EL0505
 EL0505                          STATION RECOVERY (2018)
 EL0505
 EL0505'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0433 ***********************************************************************
 EM0433  DESIGNATION -  A 41
 EM0433  PID         -  EM0433
 EM0433  STATE/COUNTY-  OK/JACKSON
 EM0433  COUNTRY     -  US
 EM0433  USGS QUAD   -  ELDORADO (2019)
 EM0433
 EM0433                         *CURRENT SURVEY CONTROL
 EM0433  ______________________________________________________________________
 EM0433* NAD 83(1986) POSITION- 34 27 30.     (N) 099 40 23.     (W)   SCALED
 EM0433* NAVD 88 ORTHO HEIGHT -   437.935 (meters)     1436.79  (feet) ADJUSTED
 EM0433  ______________________________________________________________________
 EM0433  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 EM0433  DYNAMIC HEIGHT  -        437.449 (meters)     1435.20  (feet) COMP
 EM0433  MODELED GRAVITY -    979,512.6   (mgal)                       NAVD 88
 EM0433
 EM0433  VERT ORDER      -  SECOND    CLASS 0
 EM0433
 EM0433.The horizontal coordinates were scaled from a map and have
 EM0433.an estimated accuracy of +/- 6 seconds.
 EM0433
 EM0433.The orthometric height was determined by differential leveling and
 EM0433.adjusted by the NATIONAL GEODETIC SURVEY
 EM0433.in June 1991.
 EM0433
 EM0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0433.GEOID18 height accuracy estimate available here.
 EM0433
 EM0433.Click photographs - Photos may exist for this station.
 EM0433
 EM0433.The dynamic height is computed by dividing the NAVD 88
 EM0433.geopotential number by the normal gravity value computed on the
 EM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0433.degrees latitude (g = 980.6199 gals.).
 EM0433
 EM0433.The modeled gravity was interpolated from observed gravity values.
 EM0433
 EM0433;                    North         East    Units  Estimated Accuracy
 EM0433;SPC OK S     -   126,060.      446,290.      MT  (+/- 180 meters Scaled)
 EM0433
 EM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD381131(NAD 83)
 EM0433
 EM0433                          SUPERSEDED SURVEY CONTROL
 EM0433
 EM0433  NGVD 29 (??/??/92)  437.754  (m)         1436.20   (f) ADJ UNCH    2 0
 EM0433
 EM0433.Superseded values are not recommended for survey control.
 EM0433
 EM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0433.See file dsdata.pdf to determine how the superseded data were derived.
 EM0433
 EM0433_MARKER: DB = BENCH MARK DISK
 EM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0433_STAMPING: A 41 1934
 EM0433_MARK LOGO: CGS
 EM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0433+STABILITY: SURFACE MOTION
 EM0433
 EM0433  HISTORY     - Date     Condition        Report By
 EM0433  HISTORY     - 1934     MONUMENTED       CGS
 EM0433  HISTORY     - 1963     GOOD             CGS
 EM0433  HISTORY     - 1978     MARK NOT FOUND   USGS
 EM0433
 EM0433                          STATION DESCRIPTION
 EM0433
 EM0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0433'1.7 MI SW FROM ELDORADO.
 EM0433'1.7 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0433'STATION AT ELDORADO, JACKSON COUNTY, 0.15 MILE SOUTHWEST OF MILEPOST
 EM0433'711, AT A SECTION-LINE ROAD CROSSING, 102 FEET WEST OF THE CENTERLINE
 EM0433'OF THE ROAD, 54 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 57 FEET
 EM0433'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 34.  A STANDARD DISK,
 EM0433'STAMPED A 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0433
 EM0433                          STATION RECOVERY (1963)
 EM0433
 EM0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0433'RECOVERED IN GOOD CONDITION.
 EM0433
 EM0433                          STATION RECOVERY (1978)
 EM0433
 EM0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EM0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0539 ***********************************************************************
 EL0539  DESIGNATION -  A 42
 EL0539  PID         -  EL0539
 EL0539  STATE/COUNTY-  OK/GRADY
 EL0539  COUNTRY     -  US
 EL0539  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0539
 EL0539                         *CURRENT SURVEY CONTROL
 EL0539  ______________________________________________________________________
 EL0539* NAD 83(1986) POSITION- 34 49 06.     (N) 097 58 14.     (W)   SCALED
 EL0539* NAVD 88 ORTHO HEIGHT -   423.358 (meters)     1388.97  (feet) ADJUSTED
 EL0539  ______________________________________________________________________
 EL0539  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 EL0539  DYNAMIC HEIGHT  -        422.925 (meters)     1387.55  (feet) COMP
 EL0539  MODELED GRAVITY -    979,598.4   (mgal)                       NAVD 88
 EL0539
 EL0539  VERT ORDER      -  FIRST     CLASS II
 EL0539
 EL0539.The horizontal coordinates were scaled from a map and have
 EL0539.an estimated accuracy of +/- 6 seconds.
 EL0539
 EL0539.The orthometric height was determined by differential leveling and
 EL0539.adjusted by the NATIONAL GEODETIC SURVEY
 EL0539.in June 1991.
 EL0539
 EL0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0539.GEOID18 height accuracy estimate available here.
 EL0539
 EL0539.Click photographs - Photos may exist for this station.
 EL0539
 EL0539.The dynamic height is computed by dividing the NAVD 88
 EL0539.geopotential number by the normal gravity value computed on the
 EL0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0539.degrees latitude (g = 980.6199 gals.).
 EL0539
 EL0539.The modeled gravity was interpolated from observed gravity values.
 EL0539
 EL0539;                    North         East    Units  Estimated Accuracy
 EL0539;SPC OK S     -   164,720.      602,690.      MT  (+/- 180 meters Scaled)
 EL0539
 EL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND941533(NAD 83)
 EL0539
 EL0539                          SUPERSEDED SURVEY CONTROL
 EL0539
 EL0539  NGVD 29 (??/??/92)  423.294  (m)         1388.76   (f) ADJ UNCH    1 2
 EL0539
 EL0539.Superseded values are not recommended for survey control.
 EL0539
 EL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0539.See file dsdata.pdf to determine how the superseded data were derived.
 EL0539
 EL0539_MARKER: DB = BENCH MARK DISK
 EL0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0539_STAMPING: A 42 1934
 EL0539_MARK LOGO: CGS
 EL0539_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0539+STABILITY: SURFACE MOTION
 EL0539
 EL0539  HISTORY     - Date     Condition        Report By
 EL0539  HISTORY     - 1934     MONUMENTED       CGS
 EL0539  HISTORY     - 1966     GOOD             CGS
 EL0539  HISTORY     - 1986     GOOD             NGS
 EL0539
 EL0539                          STATION DESCRIPTION
 EL0539
 EL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 EL0539'2.7 MI N FROM RUSH SPRINGS.
 EL0539'2.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0539'RAILROAD FROM THE STATION IN RUSH SPRINGS, 0.3 MILE SOUTH OF
 EL0539'MILEPOST 453, 150 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 EL0539'81, 51 FEET WEST OF THE WEST RAIL, IN LINE WITH A ROW OF POLES,
 EL0539'AND ON THE RIGHT-OF-WAY LINE.  THIS BENCH MARK APPEARED TO BE
 EL0539'LEANING SLIGHTLY BUT WAS FOUND TO BE SOLID IN THE GROUND.
 EL0539'ADDITIONAL MEASUREMENTS WERE MADE FOR FUTURE RECOVERY AS
 EL0539'FOLLOWS-- THE BENCH MARK IS 119 FEET NORTH-NORTHWEST OF A
 EL0539'RAILROAD SIGNAL POLE NO. 4535, 30 FEET SOUTH OF A TELEGRAPH
 EL0539'POLE, AND 22 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.  THE
 EL0539'BENCH MARK WAS REACHED FROM THE TRAFFIC LIGHT IN RUSH SPRINGS
 EL0539'BY GOING NORTH ON U.S. HIGHWAY 81 FOR 2.9 MILES TO THE MARK
 EL0539'ON THE RIGHT.
 EL0539
 EL0539                          STATION RECOVERY (1986)
 EL0539
 EL0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0539'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  27.2 KM
 EL0539'(16.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 EL0539'CHICKASHA, 55.2 M (181.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 EL0539'LANES OF THE HIGHWAY, 15.5 M (50.9 FT) WEST OF THE NEAR RAIL OF THE
 EL0539'OKLAHOMA KANSAS TEXAS RAILROAD, AND 6.4 M (21.0 FT) WEST OF A FENCE.
 EL0539'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 EL0539'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0486 ***********************************************************************
 EL0486  DESIGNATION -  A 43
 EL0486  PID         -  EL0486
 EL0486  STATE/COUNTY-  OK/STEPHENS
 EL0486  COUNTRY     -  US
 EL0486  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0486
 EL0486                         *CURRENT SURVEY CONTROL
 EL0486  ______________________________________________________________________
 EL0486* NAD 83(1986) POSITION- 34 25 11.     (N) 097 56 58.     (W)   SCALED
 EL0486* NAVD 88 ORTHO HEIGHT -   310.233 (meters)     1017.82  (feet) ADJUSTED
 EL0486  ______________________________________________________________________
 EL0486  GEOID HEIGHT    -        -25.564 (meters)                     GEOID18
 EL0486  DYNAMIC HEIGHT  -        309.919 (meters)     1016.79  (feet) COMP
 EL0486  MODELED GRAVITY -    979,612.5   (mgal)                       NAVD 88
 EL0486
 EL0486  VERT ORDER      -  FIRST     CLASS II
 EL0486
 EL0486.The horizontal coordinates were scaled from a map and have
 EL0486.an estimated accuracy of +/- 6 seconds.
 EL0486
 EL0486.The orthometric height was determined by differential leveling and
 EL0486.adjusted by the NATIONAL GEODETIC SURVEY
 EL0486.in June 1991.
 EL0486
 EL0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0486.GEOID18 height accuracy estimate available here.
 EL0486
 EL0486.Click photographs - Photos may exist for this station.
 EL0486
 EL0486.The dynamic height is computed by dividing the NAVD 88
 EL0486.geopotential number by the normal gravity value computed on the
 EL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0486.degrees latitude (g = 980.6199 gals.).
 EL0486
 EL0486.The modeled gravity was interpolated from observed gravity values.
 EL0486
 EL0486;                    North         East    Units  Estimated Accuracy
 EL0486;SPC OK S     -   120,510.      604,650.      MT  (+/- 180 meters Scaled)
 EL0486
 EL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND965091(NAD 83)
 EL0486
 EL0486                          SUPERSEDED SURVEY CONTROL
 EL0486
 EL0486  NGVD 29 (??/??/92)  310.155  (m)         1017.57   (f) ADJ UNCH    1 2
 EL0486
 EL0486.Superseded values are not recommended for survey control.
 EL0486
 EL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0486.See file dsdata.pdf to determine how the superseded data were derived.
 EL0486
 EL0486_MARKER: DB = BENCH MARK DISK
 EL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0486_STAMPING: A 43 1934
 EL0486_MARK LOGO: CGS
 EL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0486+STABILITY: SURFACE MOTION
 EL0486
 EL0486  HISTORY     - Date     Condition        Report By
 EL0486  HISTORY     - 1934     MONUMENTED       CGS
 EL0486  HISTORY     - 1947     GOOD             CGS
 EL0486  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0486
 EL0486                          STATION DESCRIPTION
 EL0486
 EL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0486'3.7 MI N FROM COMANCHE.
 EL0486'3.7 MILE NORTH OF CRIPRR STATION AT COMANCHE, 0.5 MILE SOUTHEAST
 EL0486'OF ROCK ISLAND AND WESTERN OIL REFINERY.  315 FEET NORTH OF
 EL0486'MILE POLE 481/20.  185 FEET NORTH OF SOUTH END OF BECKET SIDING.
 EL0486'45 FEET EAST OF EAST RAIL OF CHICAGO ROCK ISLAND AND PACIFIC
 EL0486'RAILWAY TRACK.  30 FEET SOUTH OF CENTER LINE OF SECTION LINE
 EL0486'ROAD.
 EL0486
 EL0486                          STATION RECOVERY (1947)
 EL0486
 EL0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 EL0486'RECOVERED IN GOOD CONDITION.
 EL0486
 EL0486                          STATION RECOVERY (1986)
 EL0486
 EL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0493 ***********************************************************************
 EL0493  DESIGNATION -  A 44
 EL0493  PID         -  EL0493
 EL0493  STATE/COUNTY-  OK/JEFFERSON
 EL0493  COUNTRY     -  US
 EL0493  USGS QUAD   -  WAURIKA EAST (2018)
 EL0493
 EL0493                         *CURRENT SURVEY CONTROL
 EL0493  ______________________________________________________________________
 EL0493* NAD 83(1986) POSITION- 34 09 30.     (N) 097 58 58.     (W)   SCALED
 EL0493* NAVD 88 ORTHO HEIGHT -   286.627 (meters)      940.38  (feet) ADJUSTED
 EL0493  ______________________________________________________________________
 EL0493  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 EL0493  DYNAMIC HEIGHT  -        286.337 (meters)      939.42  (feet) COMP
 EL0493  MODELED GRAVITY -    979,617.2   (mgal)                       NAVD 88
 EL0493
 EL0493  VERT ORDER      -  FIRST     CLASS II
 EL0493
 EL0493.The horizontal coordinates were scaled from a map and have
 EL0493.an estimated accuracy of +/- 6 seconds.
 EL0493
 EL0493.The orthometric height was determined by differential leveling and
 EL0493.adjusted by the NATIONAL GEODETIC SURVEY
 EL0493.in June 1991.
 EL0493
 EL0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0493.GEOID18 height accuracy estimate available here.
 EL0493
 EL0493.Click photographs - Photos may exist for this station.
 EL0493
 EL0493.The dynamic height is computed by dividing the NAVD 88
 EL0493.geopotential number by the normal gravity value computed on the
 EL0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0493.degrees latitude (g = 980.6199 gals.).
 EL0493
 EL0493.The modeled gravity was interpolated from observed gravity values.
 EL0493
 EL0493;                    North         East    Units  Estimated Accuracy
 EL0493;SPC OK S     -    91,510.      601,590.      MT  (+/- 180 meters Scaled)
 EL0493
 EL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC937801(NAD 83)
 EL0493
 EL0493                          SUPERSEDED SURVEY CONTROL
 EL0493
 EL0493  NGVD 29 (??/??/92)  286.542  (m)          940.10   (f) ADJ UNCH    1 2
 EL0493
 EL0493.Superseded values are not recommended for survey control.
 EL0493
 EL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0493.See file dsdata.pdf to determine how the superseded data were derived.
 EL0493
 EL0493_MARKER: DB = BENCH MARK DISK
 EL0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0493_STAMPING: A 44 1934
 EL0493_MARK LOGO: CGS
 EL0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0493+STABILITY: SURFACE MOTION
 EL0493
 EL0493  HISTORY     - Date     Condition        Report By
 EL0493  HISTORY     - 1934     MONUMENTED       CGS
 EL0493  HISTORY     - 1963     MARK NOT FOUND
 EL0493
 EL0493                          STATION DESCRIPTION
 EL0493
 EL0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0493'1.2 MI E FROM WAURIKA.
 EL0493'1.2 MILES EAST OF CRIPRR STATION AT WAURIKA, 237 FEET NORTHWEST
 EL0493'OF THE INTERSECTION OF U.S. HIGHWAYS 70 AND 81.  210 FEET
 EL0493'SOUTHWEST OF A CONOCO SERVICE STATION.  45 FEET NORTH OF THE
 EL0493'CENTER LINE OF U.S. HIGHWAY 70.  ON THE HIGHWAY RIGHT-OF-WAY LINE.
 EL0493
 EL0493                          STATION RECOVERY (1963)
 EL0493
 EL0493'RECOVERED 1963
 EL0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0250 ***********************************************************************
 EL0250  DESIGNATION -  A 45
 EL0250  PID         -  EL0250
 EL0250  STATE/COUNTY-  OK/GARVIN
 EL0250  COUNTRY     -  US
 EL0250  USGS QUAD   -  STRATFORD (2018)
 EL0250
 EL0250                         *CURRENT SURVEY CONTROL
 EL0250  ______________________________________________________________________
 EL0250* NAD 83(1986) POSITION- 34 47 41.9    (N) 096 57 47.4    (W)   HD_HELD2
 EL0250* NAVD 88 ORTHO HEIGHT -   338.563 (meters)     1110.77  (feet) ADJUSTED
 EL0250  ______________________________________________________________________
 EL0250  GEOID HEIGHT    -        -25.807 (meters)                     GEOID18
 EL0250  DYNAMIC HEIGHT  -        338.231 (meters)     1109.68  (feet) COMP
 EL0250  MODELED GRAVITY -    979,642.3   (mgal)                       NAVD 88
 EL0250
 EL0250  VERT ORDER      -  SECOND    CLASS 0
 EL0250
 EL0250.The horizontal coordinates were established by autonomous hand held GPS
 EL0250.observations and have an estimated accuracy of +/- 10 meters.
 EL0250
 EL0250.The orthometric height was determined by differential leveling and
 EL0250.adjusted by the NATIONAL GEODETIC SURVEY
 EL0250.in June 1991.
 EL0250
 EL0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0250.GEOID18 height accuracy estimate available here.
 EL0250
 EL0250.Click photographs - Photos may exist for this station.
 EL0250
 EL0250.The dynamic height is computed by dividing the NAVD 88
 EL0250.geopotential number by the normal gravity value computed on the
 EL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0250.degrees latitude (g = 980.6199 gals.).
 EL0250
 EL0250.The modeled gravity was interpolated from observed gravity values.
 EL0250
 EL0250;                    North         East    Units  Estimated Accuracy
 EL0250;SPC OK S     -   162,618.      694,879.      MT  (+/- 10 meters HH2 GPS)
 EL0250
 EL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8634052197(NAD 83)
 EL0250
 EL0250                          SUPERSEDED SURVEY CONTROL
 EL0250
 EL0250  NGVD 29 (??/??/92)  338.468  (m)         1110.46   (f) ADJ UNCH    2 0
 EL0250
 EL0250.Superseded values are not recommended for survey control.
 EL0250
 EL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0250.See file dsdata.pdf to determine how the superseded data were derived.
 EL0250
 EL0250_MARKER: DB = BENCH MARK DISK
 EL0250_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0250+WITH SETTING: PAVEMENT
 EL0250_SP_SET: TANK BASE
 EL0250_STAMPING: A 45 1934
 EL0250_MARK LOGO: CGS
 EL0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0250+STABILITY: SURFACE MOTION
 EL0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0250+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2022
 EL0250
 EL0250  HISTORY     - Date     Condition        Report By
 EL0250  HISTORY     - 1934     MONUMENTED       CGS
 EL0250  HISTORY     - 20180208 POOR             OKDOT
 EL0250  HISTORY     - 20220413 POOR             OKDOT
 EL0250
 EL0250                          STATION DESCRIPTION
 EL0250
 EL0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0250'AT STRATFORD.
 EL0250'AT STRATFORD SET ON SOUTHEAST SIDE OF SOUTHWEST BASE OF SOUTHWEST
 EL0250'STEEL LEG STRATFORD CITY WATER TANK.  350 FEET NORTHWEST OF
 EL0250'ATCHISON TOPEKA AND SANTA FE RAILWAY STATION.
 EL0250
 EL0250                          STATION RECOVERY (2018)
 EL0250
 EL0250'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EL0250'MARK COVERED BY POWER LINE(S) WHOSE FREQUENCY IS DEEMED UNSAFE FOR
 EL0250'HUMAN EXPOSURE.
 EL0250
 EL0250                          STATION RECOVERY (2022)
 EL0250
 EL0250'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0250'THE MARK IS AT THE BASE OF A WATER TOWER AND THERE ARE MULTIPLE POWER
 EL0250'AND COMMUNICATIONS LINES ADJACENT TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0400 ***********************************************************************
 GH0400  DESIGNATION -  A 46
 GH0400  PID         -  GH0400
 GH0400  STATE/COUNTY-  OK/GARFIELD
 GH0400  COUNTRY     -  US
 GH0400  USGS QUAD   -  WAUKOMIS (2018)
 GH0400
 GH0400                         *CURRENT SURVEY CONTROL
 GH0400  ______________________________________________________________________
 GH0400* NAD 83(1986) POSITION- 36 17 20.     (N) 097 53 41.     (W)   SCALED
 GH0400* NAVD 88 ORTHO HEIGHT -   374.750 (meters)     1229.49  (feet) ADJUSTED
 GH0400  ______________________________________________________________________
 GH0400  GEOID HEIGHT    -        -27.677 (meters)                     GEOID18
 GH0400  DYNAMIC HEIGHT  -        374.417 (meters)     1228.40  (feet) COMP
 GH0400  MODELED GRAVITY -    979,734.2   (mgal)                       NAVD 88
 GH0400
 GH0400  VERT ORDER      -  FIRST     CLASS II
 GH0400
 GH0400.The horizontal coordinates were scaled from a map and have
 GH0400.an estimated accuracy of +/- 6 seconds.
 GH0400
 GH0400.The orthometric height was determined by differential leveling and
 GH0400.adjusted by the NATIONAL GEODETIC SURVEY
 GH0400.in June 1991.
 GH0400
 GH0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0400.GEOID18 height accuracy estimate available here.
 GH0400
 GH0400.Click photographs - Photos may exist for this station.
 GH0400
 GH0400.The dynamic height is computed by dividing the NAVD 88
 GH0400.geopotential number by the normal gravity value computed on the
 GH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0400.degrees latitude (g = 980.6199 gals.).
 GH0400
 GH0400.The modeled gravity was interpolated from observed gravity values.
 GH0400
 GH0400;                    North         East    Units  Estimated Accuracy
 GH0400;SPC OK N     -   143,010.      609,460.      MT  (+/- 180 meters Scaled)
 GH0400
 GH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF992165(NAD 83)
 GH0400
 GH0400                          SUPERSEDED SURVEY CONTROL
 GH0400
 GH0400  NGVD 29 (??/??/92)  374.604  (m)         1229.01   (f) SUPERSEDED  1 2
 GH0400  NGVD 29 (04/22/92)  374.570  (m)         1228.90   (f) ADJUSTED    1 2
 GH0400
 GH0400.Superseded values are not recommended for survey control.
 GH0400
 GH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0400.See file dsdata.pdf to determine how the superseded data were derived.
 GH0400
 GH0400_MARKER: DB = BENCH MARK DISK
 GH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0400_STAMPING: A 46 1934
 GH0400_MARK LOGO: CGS
 GH0400_PROJECTION: FLUSH
 GH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0400+STABILITY: SURFACE MOTION
 GH0400
 GH0400  HISTORY     - Date     Condition        Report By
 GH0400  HISTORY     - 1934     MONUMENTED       CGS
 GH0400  HISTORY     - 1953     GOOD             CGS
 GH0400  HISTORY     - 1985     GOOD             NGS
 GH0400
 GH0400                          STATION DESCRIPTION
 GH0400
 GH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0400'0.5 MI N FROM WAUKOMIS.
 GH0400'0.5 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0400'FROM THE STATION AT WAUKOMIS, AT A ROAD CROSSING, 1 1/2 POLES
 GH0400'NORTH OF MILEPOST 349, 43 FEET WEST OF THE WEST RAIL, 31 FEET
 GH0400'SOUTH OF THE CENTER LINE OF A ROAD, 7 FEET SOUTH OF A FENCE
 GH0400'CORNER, 3 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST,
 GH0400'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GH0400'THIS MARK IS THE AZIMUTH MARK FOR WAUKOMIS 1902.
 GH0400
 GH0400                          STATION RECOVERY (1985)
 GH0400
 GH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0400'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.03 KM (0.64
 GH0400'MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF EUCLID STREET AT
 GH0400'WAUKOMIS, THENCE 0.56 KM (0.35 MI) WEST ALONG A GRAVEL SECTION LINE
 GH0400'ROAD, IN THE SOUTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK
 GH0400'ISLAND AND PACIFIC RAILROAD, 9.8 METERS (32 FT) SOUTH OF THE CENTER OF
 GH0400'THE ROAD, 13.1 METERS (43 FT) WEST OF THE WEST RAIL, 49.7 METERS (163
 GH0400'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE METAL BUILDING,
 GH0400'64.0 METERS (210 FT) NORTH-NORTHWEST OF RAILROAD MILEPOLE 349,
 GH0400'16.8 METERS (55 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A STEEL
 GH0400'CATTLE GUARD IN A TRACK ROAD LEADING SOUTH TO AN OIL STORAGE TANK AND
 GH0400'0.9 METER (3 FT) EAST OF A NORTH-SOUTH FENCE.
 GH0400'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0400'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0302 ***********************************************************************
 GH0302  DESIGNATION -  A 47
 GH0302  PID         -  GH0302
 GH0302  STATE/COUNTY-  OK/NOBLE
 GH0302  COUNTRY     -  US
 GH0302  USGS QUAD   -  PERRY (2018)
 GH0302
 GH0302                         *CURRENT SURVEY CONTROL
 GH0302  ______________________________________________________________________
 GH0302* NAD 83(1986) POSITION- 36 17 07.     (N) 097 17 52.     (W)   SCALED
 GH0302* NAVD 88 ORTHO HEIGHT -   309.560 (meters)     1015.61  (feet) ADJUSTED
 GH0302  ______________________________________________________________________
 GH0302  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 GH0302  DYNAMIC HEIGHT  -        309.282 (meters)     1014.70  (feet) COMP
 GH0302  MODELED GRAVITY -    979,728.5   (mgal)                       NAVD 88
 GH0302
 GH0302  VERT ORDER      -  SECOND    CLASS 0
 GH0302
 GH0302.The horizontal coordinates were scaled from a map and have
 GH0302.an estimated accuracy of +/- 6 seconds.
 GH0302
 GH0302.The orthometric height was determined by differential leveling and
 GH0302.adjusted by the NATIONAL GEODETIC SURVEY
 GH0302.in June 1991.
 GH0302
 GH0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0302.GEOID18 height accuracy estimate available here.
 GH0302
 GH0302.Click photographs - Photos may exist for this station.
 GH0302
 GH0302.The dynamic height is computed by dividing the NAVD 88
 GH0302.geopotential number by the normal gravity value computed on the
 GH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0302.degrees latitude (g = 980.6199 gals.).
 GH0302
 GH0302.The modeled gravity was interpolated from observed gravity values.
 GH0302
 GH0302;                    North         East    Units  Estimated Accuracy
 GH0302;SPC OK N     -   142,830.      663,080.      MT  (+/- 180 meters Scaled)
 GH0302
 GH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF528169(NAD 83)
 GH0302
 GH0302                          SUPERSEDED SURVEY CONTROL
 GH0302
 GH0302  NGVD 29 (??/??/92)  309.424  (m)         1015.17   (f) ADJ UNCH    2 0
 GH0302
 GH0302.Superseded values are not recommended for survey control.
 GH0302
 GH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0302.See file dsdata.pdf to determine how the superseded data were derived.
 GH0302
 GH0302_MARKER: DB = BENCH MARK DISK
 GH0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0302_STAMPING: A 47 1934
 GH0302_MARK LOGO: CGS
 GH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0302+STABILITY: SURFACE MOTION
 GH0302
 GH0302  HISTORY     - Date     Condition        Report By
 GH0302  HISTORY     - 1934     MONUMENTED       CGS
 GH0302  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0302
 GH0302                          STATION DESCRIPTION
 GH0302
 GH0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0302'AT PERRY.
 GH0302'AT PERRY, NOBLE COUNTY, IN THE SOUTHEAST CORNER OF THE CITY
 GH0302'PARK, 61.2 FEET NORTH OF THE CENTERLINE OF THE ST. LOUIS-SAN
 GH0302'FRANCISCO RAILWAY TRACK, 31.4 FEET WEST OF THE CENTERLINE OF
 GH0302'THIRTEENTH STREET, AND 16.2 FEET SOUTH OF THE EAST END OF THE
 GH0302'TENNIS COURT.  A STANDARD DISK, STAMPED A 47 1934 AND SET IN THE
 GH0302'TOP OF A CONCRETE POST.
 GH0302
 GH0302                          STATION RECOVERY (1972)
 GH0302
 GH0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0133 ***********************************************************************
 GH0133  DESIGNATION -  A 48
 GH0133  PID         -  GH0133
 GH0133  STATE/COUNTY-  OK/PAWNEE
 GH0133  COUNTRY     -  US
 GH0133  USGS QUAD   -  BLACKBURN (2018)
 GH0133
 GH0133                         *CURRENT SURVEY CONTROL
 GH0133  ______________________________________________________________________
 GH0133* NAD 83(1986) POSITION- 36 15 41.     (N) 096 35 09.     (W)   SCALED
 GH0133* NAVD 88 ORTHO HEIGHT -   254.272 (meters)      834.22  (feet) ADJUSTED
 GH0133  ______________________________________________________________________
 GH0133  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 GH0133  DYNAMIC HEIGHT  -        254.053 (meters)      833.51  (feet) COMP
 GH0133  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 GH0133
 GH0133  VERT ORDER      -  SECOND    CLASS 0
 GH0133
 GH0133.The horizontal coordinates were scaled from a map and have
 GH0133.an estimated accuracy of +/- 6 seconds.
 GH0133
 GH0133.The orthometric height was determined by differential leveling and
 GH0133.adjusted by the NATIONAL GEODETIC SURVEY
 GH0133.in June 1991.
 GH0133
 GH0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0133.GEOID18 height accuracy estimate available here.
 GH0133
 GH0133.Click photographs - Photos may exist for this station.
 GH0133
 GH0133.The dynamic height is computed by dividing the NAVD 88
 GH0133.geopotential number by the normal gravity value computed on the
 GH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0133.degrees latitude (g = 980.6199 gals.).
 GH0133
 GH0133.The modeled gravity was interpolated from observed gravity values.
 GH0133
 GH0133;                    North         East    Units  Estimated Accuracy
 GH0133;SPC OK N     -   140,880.      727,070.      MT  (+/- 180 meters Scaled)
 GH0133
 GH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF168156(NAD 83)
 GH0133
 GH0133                          SUPERSEDED SURVEY CONTROL
 GH0133
 GH0133  NGVD 29 (??/??/92)  254.167  (m)          833.88   (f) ADJ UNCH    2 0
 GH0133
 GH0133.Superseded values are not recommended for survey control.
 GH0133
 GH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0133.See file dsdata.pdf to determine how the superseded data were derived.
 GH0133
 GH0133_MARKER: DB = BENCH MARK DISK
 GH0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0133_STAMPING: A 48 1934
 GH0133_MARK LOGO: CGS
 GH0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0133+STABILITY: SURFACE MOTION
 GH0133
 GH0133  HISTORY     - Date     Condition        Report By
 GH0133  HISTORY     - 1934     MONUMENTED       CGS
 GH0133
 GH0133                          STATION DESCRIPTION
 GH0133
 GH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0133'2.2 MI NW FROM HALLETT.
 GH0133'2.2 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0133'FROM THE STATION AT HALLETT, PAWNEE COUNTY, 0.2 MILE SOUTHWEST
 GH0133'OF A LARGE TWO-STORY FARMHOUSE, 202 FEET SOUTHEAST OF THE FIFTH
 GH0133'POLE EAST OF MILEPOST 464, AT A ROAD CROSSING, 90 FEET WEST OF THE
 GH0133'NORTH-AND-SOUTH SECTION-LINE ROAD, AND 36 FEET SOUTH OF THE
 GH0133'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 48 1934
 GH0133'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0257 ***********************************************************************
 FH0257  DESIGNATION -  A 5
 FH0257  PID         -  FH0257
 FH0257  STATE/COUNTY-  OK/LE FLORE
 FH0257  COUNTRY     -  US
 FH0257  USGS QUAD   -  MCCURTAIN (2018)
 FH0257
 FH0257                         *CURRENT SURVEY CONTROL
 FH0257  ______________________________________________________________________
 FH0257* NAD 83(1986) POSITION- 35 09 04.     (N) 094 54 39.     (W)   SCALED
 FH0257* NAVD 88 ORTHO HEIGHT -   169.867 (meters)      557.31  (feet) ADJUSTED
 FH0257  ______________________________________________________________________
 FH0257  GEOID HEIGHT    -        -31.079 (meters)                     GEOID18
 FH0257  DYNAMIC HEIGHT  -        169.699 (meters)      556.75  (feet) COMP
 FH0257  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 FH0257
 FH0257  VERT ORDER      -  FIRST     CLASS II
 FH0257
 FH0257.The horizontal coordinates were scaled from a map and have
 FH0257.an estimated accuracy of +/- 6 seconds.
 FH0257
 FH0257.The orthometric height was determined by differential leveling and
 FH0257.adjusted by the NATIONAL GEODETIC SURVEY
 FH0257.in June 1991.
 FH0257
 FH0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0257.GEOID18 height accuracy estimate available here.
 FH0257
 FH0257.Click photographs - Photos may exist for this station.
 FH0257
 FH0257.The dynamic height is computed by dividing the NAVD 88
 FH0257.geopotential number by the normal gravity value computed on the
 FH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0257.degrees latitude (g = 980.6199 gals.).
 FH0257
 FH0257.The modeled gravity was interpolated from observed gravity values.
 FH0257
 FH0257;                    North         East    Units  Estimated Accuracy
 FH0257;SPC OK S     -   205,950.      881,440.      MT  (+/- 180 meters Scaled)
 FH0257
 FH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU259914(NAD 83)
 FH0257
 FH0257                          SUPERSEDED SURVEY CONTROL
 FH0257
 FH0257  NGVD 29 (??/??/92)  169.754  (m)          556.93   (f) ADJ UNCH    1 2
 FH0257
 FH0257.Superseded values are not recommended for survey control.
 FH0257
 FH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0257.See file dsdata.pdf to determine how the superseded data were derived.
 FH0257
 FH0257_MARKER: DB = BENCH MARK DISK
 FH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0257_STAMPING: 556.935 A 5 1933
 FH0257_MARK LOGO: CGS
 FH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0257+STABILITY: SURFACE MOTION
 FH0257
 FH0257  HISTORY     - Date     Condition        Report By
 FH0257  HISTORY     - 1933     MONUMENTED       CGS
 FH0257  HISTORY     - 1959     GOOD             CGS
 FH0257
 FH0257                          STATION DESCRIPTION
 FH0257
 FH0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0257'2.9 MI W FROM MILTON.
 FH0257'2.9 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0257'FROM MILTON, LE FLORE COUNTY, 300 FEET NORTH OF THE OLD ROADBED,
 FH0257'AND INSIDE THE WEST FENCE ALONG A ROAD.  A STANDARD DISK, STAMPED
 FH0257'556.935 A 5 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0195 ***********************************************************************
 GH0195  DESIGNATION -  A 51
 GH0195  PID         -  GH0195
 GH0195  STATE/COUNTY-  OK/KAY
 GH0195  COUNTRY     -  US
 GH0195  USGS QUAD   -  UNCAS (2018)
 GH0195
 GH0195                         *CURRENT SURVEY CONTROL
 GH0195  ______________________________________________________________________
 GH0195* NAD 83(1986) POSITION- 36 49 29.     (N) 096 58 46.     (W)   SCALED
 GH0195* NAVD 88 ORTHO HEIGHT -   350.783 (meters)     1150.86  (feet) ADJUSTED
 GH0195  ______________________________________________________________________
 GH0195  GEOID HEIGHT    -        -28.986 (meters)                     GEOID18
 GH0195  DYNAMIC HEIGHT  -        350.482 (meters)     1149.87  (feet) COMP
 GH0195  MODELED GRAVITY -    979,765.0   (mgal)                       NAVD 88
 GH0195
 GH0195  VERT ORDER      -  SECOND    CLASS 0
 GH0195
 GH0195.The horizontal coordinates were scaled from a map and have
 GH0195.an estimated accuracy of +/- 6 seconds.
 GH0195
 GH0195.The orthometric height was determined by differential leveling and
 GH0195.adjusted by the NATIONAL GEODETIC SURVEY
 GH0195.in June 1991.
 GH0195
 GH0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0195.GEOID18 height accuracy estimate available here.
 GH0195
 GH0195.Click photographs - Photos may exist for this station.
 GH0195
 GH0195.The dynamic height is computed by dividing the NAVD 88
 GH0195.geopotential number by the normal gravity value computed on the
 GH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0195.degrees latitude (g = 980.6199 gals.).
 GH0195
 GH0195.The modeled gravity was interpolated from observed gravity values.
 GH0195
 GH0195;                    North         East    Units  Estimated Accuracy
 GH0195;SPC OK N     -   202,940.      691,050.      MT  (+/- 180 meters Scaled)
 GH0195
 GH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF802773(NAD 83)
 GH0195
 GH0195                          SUPERSEDED SURVEY CONTROL
 GH0195
 GH0195  NGVD 29 (??/??/92)  350.655  (m)         1150.44   (f) ADJ UNCH    2 0
 GH0195
 GH0195.Superseded values are not recommended for survey control.
 GH0195
 GH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0195.See file dsdata.pdf to determine how the superseded data were derived.
 GH0195
 GH0195_MARKER: DB = BENCH MARK DISK
 GH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0195_STAMPING: 1150.441 A 51 1934
 GH0195_MARK LOGO: CGS
 GH0195_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0195+STABILITY: SURFACE MOTION
 GH0195
 GH0195  HISTORY     - Date     Condition        Report By
 GH0195  HISTORY     - 1934     MONUMENTED       CGS
 GH0195  HISTORY     - 1940     GOOD             CGS
 GH0195  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0195
 GH0195                          STATION DESCRIPTION
 GH0195
 GH0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0195'5.9 MI SE FROM NEWKIRK.
 GH0195'ABOUT 5.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0195'FE RAILWAY FROM THE STATION AT NEWKIRK, KAY COUNTY, 132 FEET
 GH0195'EAST OF THE STATION AT MERVINE, 59 FEET SOUTHEAST OF THE FIFTH
 GH0195'POLE NORTH OF MILEPOST 7, 108 FEET EAST OF THE CENTER LINE OF
 GH0195'THE MAIN TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 GH0195'A STANDARD DISK, STAMPED 1150.441 A 51 1934 AND SET IN THE
 GH0195'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GH0195
 GH0195                          STATION RECOVERY (1940)
 GH0195
 GH0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0195'RECOVERED IN GOOD CONDITION.
 GH0195
 GH0195                          STATION RECOVERY (2022)
 GH0195
 GH0195'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0244 ***********************************************************************
 GG0244  DESIGNATION -  A 52
 GG0244  PID         -  GG0244
 GG0244  STATE/COUNTY-  OK/OTTAWA
 GG0244  COUNTRY     -  US
 GG0244  USGS QUAD   -  WYANDOTTE (2018)
 GG0244
 GG0244                         *CURRENT SURVEY CONTROL
 GG0244  ______________________________________________________________________
 GG0244* NAD 83(2011) POSITION- 36 47 42.29262(N) 094 43 32.15805(W)   ADJUSTED
 GG0244* NAD 83(2011) ELLIP HT-   202.933 (meters)        (01/10/24)   ADJUSTED
 GG0244* NAD 83(2011) EPOCH   -  2010.00
 GG0244* NAVD 88 ORTHO HEIGHT -   232.056 (meters)      761.34  (feet) ADJUSTED
 GG0244  ______________________________________________________________________
 GG0244  GEOID HEIGHT    -        -29.181 (meters)                     GEOID18
 GG0244  NAD 83(2011) X  -   -421,294.981 (meters)                     COMP
 GG0244  NAD 83(2011) Y  - -5,096,425.508 (meters)                     COMP
 GG0244  NAD 83(2011) Z  -  3,799,328.501 (meters)                     COMP
 GG0244  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 GG0244  DYNAMIC HEIGHT  -        231.866 (meters)      760.71  (feet) COMP
 GG0244  MODELED GRAVITY -    979,807.1   (mgal)                       NAVD 88
 GG0244
 GG0244  VERT ORDER      -  SECOND    CLASS 0
 GG0244
 GG0244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0244  Standards:
 GG0244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0244  -------------------------------------------------------------------
 GG0244  NETWORK    0.66   1.33           0.29   0.25   0.68      0.04509181
 GG0244  -------------------------------------------------------------------
 GG0244  Click here for local accuracies and other accuracy information.
 GG0244
 GG0244.The horizontal coordinates were established by GPS observations
 GG0244.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0244
 GG0244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0244.been affixed to the stable North American tectonic plate. See 
 GG0244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0244
 GG0244.The horizontal coordinates are valid at the epoch date displayed above
 GG0244.which is a decimal equivalence of Year/Month/Day.
 GG0244
 GG0244.The orthometric height was determined by differential leveling and
 GG0244.adjusted by the NATIONAL GEODETIC SURVEY
 GG0244.in June 1991.
 GG0244
 GG0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0244.GEOID18 height accuracy estimate available here.
 GG0244
 GG0244.Click photographs - Photos may exist for this station.
 GG0244
 GG0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0244
 GG0244.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0244
 GG0244.The ellipsoidal height was determined by GPS observations
 GG0244.and is referenced to NAD 83.
 GG0244
 GG0244.The dynamic height is computed by dividing the NAVD 88
 GG0244.geopotential number by the normal gravity value computed on the
 GG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0244.degrees latitude (g = 980.6199 gals.).
 GG0244
 GG0244.The modeled gravity was interpolated from observed gravity values.
 GG0244
 GG0244. The following values were computed from the NAD 83(2011) position.
 GG0244
 GG0244;                    North         East     Units Scale Factor Converg.
 GG0244;SPC OK N     -   204,104.134   892,186.295   MT  1.00000531   +1 55 56.6
 GG0244;SPC OK N     -   669,631.65  2,927,114.54   sFT  1.00000531   +1 55 56.6
 GG0244;UTM  15      - 4,073,529.297   346,045.270   MT  0.99989201   -1 02 01.5
 GG0244
 GG0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0244!SPC OK N     -   0.99996815  x   1.00000531  =   0.99997346
 GG0244!UTM  15      -   0.99996815  x   0.99989201  =   0.99986017
 GG0244
 GG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4604573529(NAD 83)
 GG0244
 GG0244                          SUPERSEDED SURVEY CONTROL
 GG0244
 GG0244  NGVD 29 (??/??/92)  231.960  (m)          761.02   (f) ADJ UNCH    2 0
 GG0244
 GG0244.Superseded values are not recommended for survey control.
 GG0244
 GG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0244.See file dsdata.pdf to determine how the superseded data were derived.
 GG0244
 GG0244_MARKER: DB = BENCH MARK DISK
 GG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0244_STAMPING: A 52 1934
 GG0244_MARK LOGO: CGS
 GG0244_PROJECTION: PROJECTING 46 CENTIMETERS
 GG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0244+STABILITY: SURFACE MOTION
 GG0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0244+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2023
 GG0244
 GG0244  HISTORY     - Date     Condition        Report By
 GG0244  HISTORY     - 1934     MONUMENTED       CGS
 GG0244  HISTORY     - 1959     GOOD             CGS
 GG0244  HISTORY     - 1988     POOR             USPSQD
 GG0244  HISTORY     - 20070510 GOOD             INDIV
 GG0244  HISTORY     - 20231206 SEE DESCRIPTION  OKDOT
 GG0244
 GG0244                          STATION DESCRIPTION
 GG0244
 GG0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0244'AT WYANDOTTE.
 GG0244'AT WYANDOTTE, OTTAWA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GG0244'RAILWAY, T. 27 N., R. 24 E., NEAR THE CENTER OF THE NORTH HALF OF
 GG0244'SECTION 28, 122 FEET SOUTH AND 109 FEET WEST OF THE RAILROAD
 GG0244'CROSSING ON MAIN STREET, 15 FEET SOUTH OF THE CENTERLINE OF THE
 GG0244'OLD NORTHEAST-SOUTHWEST ROAD ON THE SOUTH SIDE OF THE RAILROAD
 GG0244'TRACK.  A STANDARD DISK, STAMPED A 52 1934 AND SET IN THE TOP
 GG0244'OF A CONCRETE POST.
 GG0244
 GG0244                          STATION RECOVERY (1988)
 GG0244
 GG0244'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0244'MARK RECOVERED IN POOR CONDITION.
 GG0244
 GG0244                          STATION RECOVERY (2007)
 GG0244
 GG0244'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 GG0244'RECOVERED IN GOOD CONDITION.
 GG0244
 GG0244                          STATION RECOVERY (2023)
 GG0244
 GG0244'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0244'THE CONCRETE MONUMENT IS LEANING TO THE NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0159 ***********************************************************************
 EL0159  DESIGNATION -  A 56
 EL0159  PID         -  EL0159
 EL0159  STATE/COUNTY-  OK/ATOKA
 EL0159  COUNTRY     -  US
 EL0159  USGS QUAD   -  LEHIGH (2019)
 EL0159
 EL0159                         *CURRENT SURVEY CONTROL
 EL0159  ______________________________________________________________________
 EL0159* NAD 83(1986) POSITION- 34 23 51.     (N) 096 10 00.     (W)   SCALED
 EL0159* NAVD 88 ORTHO HEIGHT -   187.364 (meters)      614.71  (feet) ADJUSTED
 EL0159  ______________________________________________________________________
 EL0159  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 EL0159  DYNAMIC HEIGHT  -        187.173 (meters)      614.08  (feet) COMP
 EL0159  MODELED GRAVITY -    979,613.8   (mgal)                       NAVD 88
 EL0159
 EL0159  VERT ORDER      -  SECOND    CLASS 0
 EL0159
 EL0159.The horizontal coordinates were scaled from a map and have
 EL0159.an estimated accuracy of +/- 6 seconds.
 EL0159
 EL0159.The orthometric height was determined by differential leveling and
 EL0159.adjusted by the NATIONAL GEODETIC SURVEY
 EL0159.in June 1991.
 EL0159
 EL0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0159.GEOID18 height accuracy estimate available here.
 EL0159
 EL0159.Click photographs - Photos may exist for this station.
 EL0159
 EL0159.The dynamic height is computed by dividing the NAVD 88
 EL0159.geopotential number by the normal gravity value computed on the
 EL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0159.degrees latitude (g = 980.6199 gals.).
 EL0159
 EL0159.The modeled gravity was interpolated from observed gravity values.
 EL0159
 EL0159;                    North         East    Units  Estimated Accuracy
 EL0159;SPC OK S     -   119,570.      768,560.      MT  (+/- 180 meters Scaled)
 EL0159
 EL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD604098(NAD 83)
 EL0159
 EL0159                          SUPERSEDED SURVEY CONTROL
 EL0159
 EL0159  NGVD 29 (??/??/92)  187.286  (m)          614.45   (f) ADJ UNCH    2 0
 EL0159
 EL0159.Superseded values are not recommended for survey control.
 EL0159
 EL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0159.See file dsdata.pdf to determine how the superseded data were derived.
 EL0159
 EL0159_MARKER: DB = BENCH MARK DISK
 EL0159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0159_SP_SET: CULVERT HEADWALL
 EL0159_STAMPING: A 56 1934
 EL0159_MARK LOGO: CGS
 EL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0159+STABILITY: SURFACE MOTION
 EL0159
 EL0159  HISTORY     - Date     Condition        Report By
 EL0159  HISTORY     - 1934     MONUMENTED       CGS
 EL0159
 EL0159                          STATION DESCRIPTION
 EL0159
 EL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0159'3.1 MI NW FROM ATOKA.
 EL0159'3.1 MILES NORTHWEST OF MKTRR STATION AT ATOKA, SET IN THE SOUTH
 EL0159'HEAD-WALL OF A CONCRETE CULVERT ON U.S. HIGHWAY 19.  0.7 MILE WEST
 EL0159'OF MILE POST 471, ON OKLAHOMA-CITY-ADA AND ATOKA RAILROAD TRACK.
 EL0159'100 FEET NORTH OF OKLAHOMA-CITY-ADA AND ATOKA RAILROAD TRACK.
 EL0159'0.1 MILE WEST OF THE TOP OF THE GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0235 ***********************************************************************
 EL0235  DESIGNATION -  A 57
 EL0235  PID         -  EL0235
 EL0235  STATE/COUNTY-  OK/PONTOTOC
 EL0235  COUNTRY     -  US
 EL0235  USGS QUAD   -  ADA (2018)
 EL0235
 EL0235                         *CURRENT SURVEY CONTROL
 EL0235  ______________________________________________________________________
 EL0235* NAD 83(1986) POSITION- 34 46 23.8    (N) 096 40 38.0    (W)   HD_HELD2
 EL0235* NAVD 88 ORTHO HEIGHT -   313.208 (meters)     1027.58  (feet) ADJUSTED
 EL0235  ______________________________________________________________________
 EL0235  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 EL0235  DYNAMIC HEIGHT  -        312.901 (meters)     1026.58  (feet) COMP
 EL0235  MODELED GRAVITY -    979,646.5   (mgal)                       NAVD 88
 EL0235
 EL0235  VERT ORDER      -  SECOND    CLASS 0
 EL0235
 EL0235.The horizontal coordinates were established by autonomous hand held GPS
 EL0235.observations and have an estimated accuracy of +/- 10 meters.
 EL0235
 EL0235.The orthometric height was determined by differential leveling and
 EL0235.adjusted by the NATIONAL GEODETIC SURVEY
 EL0235.in June 1991.
 EL0235
 EL0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0235.GEOID18 height accuracy estimate available here.
 EL0235
 EL0235.Click photographs - Photos may exist for this station.
 EL0235
 EL0235.The dynamic height is computed by dividing the NAVD 88
 EL0235.geopotential number by the normal gravity value computed on the
 EL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0235.degrees latitude (g = 980.6199 gals.).
 EL0235
 EL0235.The modeled gravity was interpolated from observed gravity values.
 EL0235
 EL0235;                    North         East    Units  Estimated Accuracy
 EL0235;SPC OK S     -   160,518.      721,076.      MT  (+/- 10 meters HH2 GPS)
 EL0235
 EL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1256050359(NAD 83)
 EL0235
 EL0235                          SUPERSEDED SURVEY CONTROL
 EL0235
 EL0235  NGVD 29 (??/??/92)  313.110  (m)         1027.26   (f) ADJ UNCH    2 0
 EL0235
 EL0235.Superseded values are not recommended for survey control.
 EL0235
 EL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0235.See file dsdata.pdf to determine how the superseded data were derived.
 EL0235
 EL0235_MARKER: DB = BENCH MARK DISK
 EL0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0235_SP_SET: BUILDING
 EL0235_STAMPING: A 57 1934
 EL0235_MARK LOGO: CGS
 EL0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0235+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 EL0235
 EL0235  HISTORY     - Date     Condition        Report By
 EL0235  HISTORY     - 1934     MONUMENTED       CGS
 EL0235  HISTORY     - 20070517 GOOD             INDIV
 EL0235
 EL0235                          STATION DESCRIPTION
 EL0235
 EL0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0235'AT ADA.
 EL0235'AT ADA SET VERTICAL, IN THE NORTHEAST CORNER OF ADA FEDERAL
 EL0235'BUILDING, AT THE CORNER OF RENNIE AND EAST TWELFTH STREETS.
 EL0235'13 INCHES WEST OF THE CORNER, AND 4 INCHES ABOVE CORNER STONE.
 EL0235'4 FEET ABOVE THE GROUND.
 EL0235
 EL0235                          STATION RECOVERY (2007)
 EL0235
 EL0235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 EL0235'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0212 ***********************************************************************
 EL0212  DESIGNATION -  A 58
 EL0212  PID         -  EL0212
 EL0212  STATE/COUNTY-  OK/MURRAY
 EL0212  COUNTRY     -  US
 EL0212  USGS QUAD   -  SULPHUR SOUTH (2018)
 EL0212
 EL0212                         *CURRENT SURVEY CONTROL
 EL0212  ______________________________________________________________________
 EL0212* NAD 83(1986) POSITION- 34 29 43.     (N) 096 58 56.     (W)   SCALED
 EL0212* NAVD 88 ORTHO HEIGHT -   326.782 (meters)     1072.12  (feet) ADJUSTED
 EL0212  ______________________________________________________________________
 EL0212  GEOID HEIGHT    -        -25.302 (meters)                     GEOID18
 EL0212  DYNAMIC HEIGHT  -        326.461 (meters)     1071.06  (feet) COMP
 EL0212  MODELED GRAVITY -    979,642.1   (mgal)                       NAVD 88
 EL0212
 EL0212  VERT ORDER      -  SECOND    CLASS 0
 EL0212
 EL0212.The horizontal coordinates were scaled from a map and have
 EL0212.an estimated accuracy of +/- 6 seconds.
 EL0212
 EL0212.The orthometric height was determined by differential leveling and
 EL0212.adjusted by the NATIONAL GEODETIC SURVEY
 EL0212.in June 1991.
 EL0212
 EL0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0212.GEOID18 height accuracy estimate available here.
 EL0212
 EL0212.Click photographs - Photos may exist for this station.
 EL0212
 EL0212.The dynamic height is computed by dividing the NAVD 88
 EL0212.geopotential number by the normal gravity value computed on the
 EL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0212.degrees latitude (g = 980.6199 gals.).
 EL0212
 EL0212.The modeled gravity was interpolated from observed gravity values.
 EL0212
 EL0212;                    North         East    Units  Estimated Accuracy
 EL0212;SPC OK S     -   129,360.      693,470.      MT  (+/- 180 meters Scaled)
 EL0212
 EL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD852189(NAD 83)
 EL0212
 EL0212                          SUPERSEDED SURVEY CONTROL
 EL0212
 EL0212  NGVD 29 (??/??/92)  326.708  (m)         1071.87   (f) ADJ UNCH    2 0
 EL0212
 EL0212.Superseded values are not recommended for survey control.
 EL0212
 EL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0212.See file dsdata.pdf to determine how the superseded data were derived.
 EL0212
 EL0212_MARKER: DB = BENCH MARK DISK
 EL0212_SETTING: 66 = SET IN ROCK OUTCROP
 EL0212_STAMPING: A 58 1934
 EL0212_MARK LOGO: CGS
 EL0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0212+STABILITY: POSITION/ELEVATION WELL
 EL0212
 EL0212  HISTORY     - Date     Condition        Report By
 EL0212  HISTORY     - 1934     MONUMENTED       CGS
 EL0212  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0212
 EL0212                          STATION DESCRIPTION
 EL0212
 EL0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0212'2.7 MI SW FROM SULPHUR.
 EL0212'2.7 MILES SOUTH WEST OF ST. L. AND S.F. R.R. STATION AT SULPHUR
 EL0212'IN PLATT NATIONAL PARK, SET IN OUTCROP OF CONGLOMER ROCK, ON TOP
 EL0212'OF ROBBERS ROOST.  48 FEET NORTHWEST OF TWELVE INCH OAK TREE.
 EL0212'12 FEET SOUTH OF NORTH RIM.
 EL0212
 EL0212                          STATION RECOVERY (2018)
 EL0212
 EL0212'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0399 ***********************************************************************
 FJ0399  DESIGNATION -  A 59
 FJ0399  PID         -  FJ0399
 FJ0399  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0399  COUNTRY     -  US
 FJ0399  USGS QUAD   -  TRIBBEY (2018)
 FJ0399
 FJ0399                         *CURRENT SURVEY CONTROL
 FJ0399  ______________________________________________________________________
 FJ0399* NAD 83(1986) POSITION- 35 01 19.     (N) 097 02 18.     (W)   SCALED
 FJ0399* NAVD 88 ORTHO HEIGHT -   304.712 (meters)      999.71  (feet) ADJUSTED
 FJ0399  ______________________________________________________________________
 FJ0399  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 FJ0399  DYNAMIC HEIGHT  -        304.416 (meters)      998.74  (feet) COMP
 FJ0399  MODELED GRAVITY -    979,655.2   (mgal)                       NAVD 88
 FJ0399
 FJ0399  VERT ORDER      -  SECOND    CLASS 0
 FJ0399
 FJ0399.The horizontal coordinates were scaled from a map and have
 FJ0399.an estimated accuracy of +/- 6 seconds.
 FJ0399
 FJ0399.The orthometric height was determined by differential leveling and
 FJ0399.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0399.in June 1991.
 FJ0399
 FJ0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0399.GEOID18 height accuracy estimate available here.
 FJ0399
 FJ0399.Click photographs - Photos may exist for this station.
 FJ0399
 FJ0399.The dynamic height is computed by dividing the NAVD 88
 FJ0399.geopotential number by the normal gravity value computed on the
 FJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0399.degrees latitude (g = 980.6199 gals.).
 FJ0399
 FJ0399.The modeled gravity was interpolated from observed gravity values.
 FJ0399
 FJ0399;                    North         East    Units  Estimated Accuracy
 FJ0399;SPC OK S     -   187,730.      687,760.      MT  (+/- 180 meters Scaled)
 FJ0399
 FJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD789772(NAD 83)
 FJ0399
 FJ0399                          SUPERSEDED SURVEY CONTROL
 FJ0399
 FJ0399  NGVD 29 (??/??/92)  304.625  (m)          999.42   (f) ADJ UNCH    2 0
 FJ0399
 FJ0399.Superseded values are not recommended for survey control.
 FJ0399
 FJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0399.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0399
 FJ0399_MARKER: DB = BENCH MARK DISK
 FJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0399_STAMPING: A 58 1934
 FJ0399_MARK LOGO: CGS
 FJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0399+STABILITY: SURFACE MOTION
 FJ0399
 FJ0399  HISTORY     - Date     Condition        Report By
 FJ0399  HISTORY     - 1934     MONUMENTED       CGS
 FJ0399
 FJ0399                          STATION DESCRIPTION
 FJ0399
 FJ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0399'1.5 MI SE FROM TROUSDALE.
 FJ0399'1.5 MILES SOUTHEAST OF A-T AND SF RR. STATION AT TROUSDALE SET IN
 FJ0399'THE TOP OF ATCHISON-TOPEKA AND SANTA FE RAILWAY MILE POST 158.
 FJ0399'8 FEET WEST OF NEAREST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0577 ***********************************************************************
 FH0577  DESIGNATION -  A 6
 FH0577  PID         -  FH0577
 FH0577  STATE/COUNTY-  OK/PITTSBURG
 FH0577  COUNTRY     -  US
 FH0577  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0577
 FH0577                         *CURRENT SURVEY CONTROL
 FH0577  ______________________________________________________________________
 FH0577* NAD 83(1986) POSITION- 35 07 23.     (N) 095 22 08.     (W)   SCALED
 FH0577* NAVD 88 ORTHO HEIGHT -   187.125 (meters)      613.93  (feet) ADJUSTED
 FH0577  ______________________________________________________________________
 FH0577  GEOID HEIGHT    -        -30.639 (meters)                     GEOID18
 FH0577  DYNAMIC HEIGHT  -        186.940 (meters)      613.32  (feet) COMP
 FH0577  MODELED GRAVITY -    979,642.5   (mgal)                       NAVD 88
 FH0577
 FH0577  VERT ORDER      -  FIRST     CLASS II
 FH0577
 FH0577.The horizontal coordinates were scaled from a map and have
 FH0577.an estimated accuracy of +/- 6 seconds.
 FH0577
 FH0577.The orthometric height was determined by differential leveling and
 FH0577.adjusted by the NATIONAL GEODETIC SURVEY
 FH0577.in June 1991.
 FH0577
 FH0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0577.GEOID18 height accuracy estimate available here.
 FH0577
 FH0577.Click photographs - Photos may exist for this station.
 FH0577
 FH0577.The dynamic height is computed by dividing the NAVD 88
 FH0577.geopotential number by the normal gravity value computed on the
 FH0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0577.degrees latitude (g = 980.6199 gals.).
 FH0577
 FH0577.The modeled gravity was interpolated from observed gravity values.
 FH0577
 FH0577;                    North         East    Units  Estimated Accuracy
 FH0577;SPC OK S     -   201,650.      839,800.      MT  (+/- 180 meters Scaled)
 FH0577
 FH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU841892(NAD 83)
 FH0577
 FH0577                          SUPERSEDED SURVEY CONTROL
 FH0577
 FH0577  NGVD 29 (??/??/92)  187.014  (m)          613.56   (f) ADJ UNCH    1 2
 FH0577
 FH0577.Superseded values are not recommended for survey control.
 FH0577
 FH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0577.See file dsdata.pdf to determine how the superseded data were derived.
 FH0577
 FH0577_MARKER: DB = BENCH MARK DISK
 FH0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0577_STAMPING: 613.562 A 6 1933
 FH0577_MARK LOGO: CGS
 FH0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0577+STABILITY: SURFACE MOTION
 FH0577
 FH0577  HISTORY     - Date     Condition        Report By
 FH0577  HISTORY     - 1933     MONUMENTED       CGS
 FH0577
 FH0577                          STATION DESCRIPTION
 FH0577
 FH0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0577'AT QUINTON.
 FH0577'AT QUINTON, PITTSBURG COUNTY, ON BROADWAY, 20.5 FEET SOUTH
 FH0577'OF A GENERAL STORE, AND 10.5 FEET WEST OF THE WEST PROPERTY
 FH0577'LINE OF THE STREET.  A STANDARD DISK, STAMPED 613.562 A 6 1933
 FH0577'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0486 ***********************************************************************
 FH0486  DESIGNATION -  A 60
 FH0486  PID         -  FH0486
 FH0486  STATE/COUNTY-  OK/MUSKOGEE
 FH0486  COUNTRY     -  US
 FH0486  USGS QUAD   -  WEBBERS FALLS (2018)
 FH0486
 FH0486                         *CURRENT SURVEY CONTROL
 FH0486  ______________________________________________________________________
 FH0486* NAD 83(1986) POSITION- 35 36 48.     (N) 095 10 53.     (W)   SCALED
 FH0486* NAVD 88 ORTHO HEIGHT -   147.683 (meters)      484.52  (feet) ADJUSTED
 FH0486  ______________________________________________________________________
 FH0486  GEOID HEIGHT    -        -29.613 (meters)                     GEOID18
 FH0486  DYNAMIC HEIGHT  -        147.548 (meters)      484.08  (feet) COMP
 FH0486  MODELED GRAVITY -    979,713.7   (mgal)                       NAVD 88
 FH0486
 FH0486  VERT ORDER      -  SECOND    CLASS 0
 FH0486
 FH0486.The horizontal coordinates were scaled from a map and have
 FH0486.an estimated accuracy of +/- 6 seconds.
 FH0486
 FH0486.The orthometric height was determined by differential leveling and
 FH0486.adjusted by the NATIONAL GEODETIC SURVEY
 FH0486.in June 1991.
 FH0486
 FH0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0486.GEOID18 height accuracy estimate available here.
 FH0486
 FH0486.Click photographs - Photos may exist for this station.
 FH0486
 FH0486.The dynamic height is computed by dividing the NAVD 88
 FH0486.geopotential number by the normal gravity value computed on the
 FH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0486.degrees latitude (g = 980.6199 gals.).
 FH0486
 FH0486.The modeled gravity was interpolated from observed gravity values.
 FH0486
 FH0486;                    North         East    Units  Estimated Accuracy
 FH0486;SPC OK N     -    71,760.      855,330.      MT  (+/- 180 meters Scaled)
 FH0486
 FH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV024432(NAD 83)
 FH0486
 FH0486                          SUPERSEDED SURVEY CONTROL
 FH0486
 FH0486  NGVD 29 (??/??/92)  147.562  (m)          484.13   (f) ADJ UNCH    2 0
 FH0486
 FH0486.Superseded values are not recommended for survey control.
 FH0486
 FH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0486.See file dsdata.pdf to determine how the superseded data were derived.
 FH0486
 FH0486_MARKER: DB = BENCH MARK DISK
 FH0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0486_SP_SET: PIER
 FH0486_STAMPING: A 60 1934
 FH0486_MARK LOGO: CGS
 FH0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0486
 FH0486  HISTORY     - Date     Condition        Report By
 FH0486  HISTORY     - 1934     MONUMENTED       CGS
 FH0486  HISTORY     - 1960     GOOD             CGS
 FH0486
 FH0486                          STATION DESCRIPTION
 FH0486
 FH0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0486'3.6 MI SE FROM BRAGGS.
 FH0486'SET ON NORTH PIER OF MISSOURI-PACIFIC RAILWAY BRIDGE NUMBER
 FH0486'86, OVER GREEN LEAF CREEK.  8 FEET EAST OF THE NEAREST RAIL.
 FH0486'NOTE-- AT BRIDGE NO. 553.7 OVER GREENLEAF CREEK AND THE MARK
 FH0486'IS ABOUT 7 FEET LOWER THAN THE TOP OF THE RAILS.
 FH0486
 FH0486                          STATION RECOVERY (1960)
 FH0486
 FH0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0487 ***********************************************************************
 FH0487  DESIGNATION -  A 60 RESET
 FH0487  PID         -  FH0487
 FH0487  STATE/COUNTY-  OK/MUSKOGEE
 FH0487  COUNTRY     -  US
 FH0487  USGS QUAD   -  WEBBERS FALLS (2018)
 FH0487
 FH0487                         *CURRENT SURVEY CONTROL
 FH0487  ______________________________________________________________________
 FH0487* NAD 83(1986) POSITION- 35 36 47.     (N) 095 10 52.     (W)   SCALED
 FH0487* NAVD 88 ORTHO HEIGHT -   150.72  (meters)      494.5   (feet) RESET
 FH0487  ______________________________________________________________________
 FH0487  GEOID HEIGHT    -        -29.614 (meters)                     GEOID18
 FH0487  VERT ORDER      -  THIRD
 FH0487
 FH0487.The horizontal coordinates were scaled from a map and have
 FH0487.an estimated accuracy of +/- 6 seconds.
 FH0487
 FH0487.The orthometric height was computed from unverified reset data.
 FH0487
 FH0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0487.GEOID18 height accuracy estimate available here.
 FH0487
 FH0487.Click photographs - Photos may exist for this station.
 FH0487
 FH0487;                    North         East    Units  Estimated Accuracy
 FH0487;SPC OK N     -    71,730.      855,360.      MT  (+/- 180 meters Scaled)
 FH0487
 FH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV024432(NAD 83)
 FH0487
 FH0487                          SUPERSEDED SURVEY CONTROL
 FH0487
 FH0487.No superseded survey control is available for this station.
 FH0487
 FH0487_MARKER: DB = BENCH MARK DISK
 FH0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0487_SP_SET: PIER
 FH0487_STAMPING: A 60 RESET 1960
 FH0487_MARK LOGO: CGS
 FH0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0487
 FH0487  HISTORY     - Date     Condition        Report By
 FH0487  HISTORY     - 1970     MONUMENTED       USACE
 FH0487  HISTORY     - 19701101 GOOD             NGS
 FH0487
 FH0487                          STATION DESCRIPTION
 FH0487
 FH0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FH0487'3.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FH0487'THE STATION AT BRAGG MUSKOGEE COUNTY, AT THE BRIDGE OVER GREENLEAF
 FH0487'CREEK.  IN THE TOP OF THE NORTH CONCRETE PIER, 11 FEET EAST OF
 FH0487'THE CENTER LINE OF RAILS.  A STANDARD DISK STAMPED A 60 RESET 1970.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0669 ***********************************************************************
 FH0669  DESIGNATION -  A 61
 FH0669  PID         -  FH0669
 FH0669  STATE/COUNTY-  OK/MCINTOSH
 FH0669  COUNTRY     -  US
 FH0669  USGS QUAD   -  LONGTOWN (2018)
 FH0669
 FH0669                         *CURRENT SURVEY CONTROL
 FH0669  ______________________________________________________________________
 FH0669* NAD 83(1986) POSITION- 35 13 53.     (N) 095 35 49.     (W)   SCALED
 FH0669* NAVD 88 ORTHO HEIGHT -   170.072 (meters)      557.98  (feet) ADJUSTED
 FH0669  ______________________________________________________________________
 FH0669  GEOID HEIGHT    -        -30.081 (meters)                     GEOID18
 FH0669  DYNAMIC HEIGHT  -        169.906 (meters)      557.43  (feet) COMP
 FH0669  MODELED GRAVITY -    979,658.6   (mgal)                       NAVD 88
 FH0669
 FH0669  VERT ORDER      -  SECOND    CLASS 0
 FH0669
 FH0669.The horizontal coordinates were scaled from a map and have
 FH0669.an estimated accuracy of +/- 6 seconds.
 FH0669
 FH0669.The orthometric height was determined by differential leveling and
 FH0669.adjusted by the NATIONAL GEODETIC SURVEY
 FH0669.in June 1991.
 FH0669
 FH0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0669.GEOID18 height accuracy estimate available here.
 FH0669
 FH0669.Click photographs - Photos may exist for this station.
 FH0669
 FH0669.The dynamic height is computed by dividing the NAVD 88
 FH0669.geopotential number by the normal gravity value computed on the
 FH0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0669.degrees latitude (g = 980.6199 gals.).
 FH0669
 FH0669.The modeled gravity was interpolated from observed gravity values.
 FH0669
 FH0669;                    North         East    Units  Estimated Accuracy
 FH0669;SPC OK S     -   213,150.      818,730.      MT  (+/- 180 meters Scaled)
 FH0669
 FH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV636017(NAD 83)
 FH0669
 FH0669                          SUPERSEDED SURVEY CONTROL
 FH0669
 FH0669  NGVD 29 (??/??/92)  169.972  (m)          557.65   (f) ADJ UNCH    2 0
 FH0669
 FH0669.Superseded values are not recommended for survey control.
 FH0669
 FH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0669.See file dsdata.pdf to determine how the superseded data were derived.
 FH0669
 FH0669_MARKER: DB = BENCH MARK DISK
 FH0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0669_SP_SET: BRIDGE
 FH0669_STAMPING: A 61 1934
 FH0669_MARK LOGO: CGS
 FH0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0669
 FH0669  HISTORY     - Date     Condition        Report By
 FH0669  HISTORY     - 1934     MONUMENTED       CGS
 FH0669  HISTORY     - 1968     GOOD             CGS
 FH0669
 FH0669                          STATION DESCRIPTION
 FH0669
 FH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0669'4 MI S FROM EUFAULA.
 FH0669'4.0 MILES SOUTH OF EUFAULA M.K. AND T. RR. STATION IN THE EAST
 FH0669'END OF NORTH CONCRETE RETAINING WALL OF MISSOURI-KANSAS AND
 FH0669'TEXAS RAILROAD BRIDGE 542.2, OVER MILL CREEK.  75 FEET SOUTH OF
 FH0669'SEMAPHORE SIGNAL 542.3.  8 FEET EAST OF NEAREST RAIL OF
 FH0669'MISSOURI-KANSAS AND TEXAS RAILROAD TRACK.  1 FOOT BELOW LEVEL
 FH0669'OF TRACK.
 FH0669
 FH0669                          STATION RECOVERY (1968)
 FH0669
 FH0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FH0669'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0121 ***********************************************************************
 EL0121  DESIGNATION -  A 62
 EL0121  PID         -  EL0121
 EL0121  STATE/COUNTY-  OK/BRYAN
 EL0121  COUNTRY     -  US
 EL0121  USGS QUAD   -  BOKCHITO (2018)
 EL0121
 EL0121                         *CURRENT SURVEY CONTROL
 EL0121  ______________________________________________________________________
 EL0121* NAD 83(1986) POSITION- 34 00 10.     (N) 096 10 48.     (W)   SCALED
 EL0121* NAVD 88 ORTHO HEIGHT -   181.463 (meters)      595.35  (feet) ADJUSTED
 EL0121  ______________________________________________________________________
 EL0121  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 EL0121  DYNAMIC HEIGHT  -        181.279 (meters)      594.75  (feet) COMP
 EL0121  MODELED GRAVITY -    979,613.6   (mgal)                       NAVD 88
 EL0121
 EL0121  VERT ORDER      -  FIRST     CLASS II
 EL0121
 EL0121.The horizontal coordinates were scaled from a map and have
 EL0121.an estimated accuracy of +/- 6 seconds.
 EL0121
 EL0121.The orthometric height was determined by differential leveling and
 EL0121.adjusted by the NATIONAL GEODETIC SURVEY
 EL0121.in June 1991.
 EL0121
 EL0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0121.GEOID18 height accuracy estimate available here.
 EL0121
 EL0121.Click photographs - Photos may exist for this station.
 EL0121
 EL0121.The dynamic height is computed by dividing the NAVD 88
 EL0121.geopotential number by the normal gravity value computed on the
 EL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0121.degrees latitude (g = 980.6199 gals.).
 EL0121
 EL0121.The modeled gravity was interpolated from observed gravity values.
 EL0121
 EL0121;                    North         East    Units  Estimated Accuracy
 EL0121;SPC OK S     -    75,770.      768,120.      MT  (+/- 180 meters Scaled)
 EL0121
 EL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC604660(NAD 83)
 EL0121
 EL0121                          SUPERSEDED SURVEY CONTROL
 EL0121
 EL0121  NGVD 29 (??/??/92)  181.405  (m)          595.16   (f) ADJ UNCH    1 2
 EL0121
 EL0121.Superseded values are not recommended for survey control.
 EL0121
 EL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0121.See file dsdata.pdf to determine how the superseded data were derived.
 EL0121
 EL0121_MARKER: DB = BENCH MARK DISK
 EL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0121_STAMPING: A 62 1934
 EL0121_MARK LOGO: CGS
 EL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0121+STABILITY: SURFACE MOTION
 EL0121
 EL0121  HISTORY     - Date     Condition        Report By
 EL0121  HISTORY     - 1934     MONUMENTED       CGS
 EL0121  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0121  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0121
 EL0121                          STATION DESCRIPTION
 EL0121
 EL0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0121'1.9 MI W FROM BOKCHITO.
 EL0121'CURVE IN U.S. HIGHWAY 70, UNDER POWER LINE.  40 FEET SOUTHWEST
 EL0121'OF POWER POLE.  10 FEET NORTH OF FENCE CORNER IN FENCE LINE.
 EL0121
 EL0121                          STATION RECOVERY (1967)
 EL0121
 EL0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0121'MARK NOT FOUND.
 EL0121
 EL0121                          STATION RECOVERY (1986)
 EL0121
 EL0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0121'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0333 ***********************************************************************
 GG0333  DESIGNATION -  A 62
 GG0333  PID         -  GG0333
 GG0333  STATE/COUNTY-  OK/MAYES
 GG0333  COUNTRY     -  US
 GG0333  USGS QUAD   -  CHOUTEAU (2019)
 GG0333
 GG0333                         *CURRENT SURVEY CONTROL
 GG0333  ______________________________________________________________________
 GG0333* NAD 83(1986) POSITION- 36 11 11.     (N) 095 20 35.     (W)   SCALED
 GG0333* NAVD 88 ORTHO HEIGHT -   191.254 (meters)      627.47  (feet) ADJUSTED
 GG0333  ______________________________________________________________________
 GG0333  GEOID HEIGHT    -        -29.172 (meters)                     GEOID18
 GG0333  DYNAMIC HEIGHT  -        191.089 (meters)      626.93  (feet) COMP
 GG0333  MODELED GRAVITY -    979,764.4   (mgal)                       NAVD 88
 GG0333
 GG0333  VERT ORDER      -  SECOND    CLASS 0
 GG0333
 GG0333.The horizontal coordinates were scaled from a map and have
 GG0333.an estimated accuracy of +/- 6 seconds.
 GG0333
 GG0333.The orthometric height was determined by differential leveling and
 GG0333.adjusted by the NATIONAL GEODETIC SURVEY
 GG0333.in June 1991.
 GG0333
 GG0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0333.GEOID18 height accuracy estimate available here.
 GG0333
 GG0333.Click photographs - Photos may exist for this station.
 GG0333
 GG0333.The dynamic height is computed by dividing the NAVD 88
 GG0333.geopotential number by the normal gravity value computed on the
 GG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0333.degrees latitude (g = 980.6199 gals.).
 GG0333
 GG0333.The modeled gravity was interpolated from observed gravity values.
 GG0333
 GG0333;                    North         East    Units  Estimated Accuracy
 GG0333;SPC OK N     -   134,900.      838,950.      MT  (+/- 180 meters Scaled)
 GG0333
 GG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA893071(NAD 83)
 GG0333
 GG0333                          SUPERSEDED SURVEY CONTROL
 GG0333
 GG0333  NGVD 29 (??/??/92)  191.141  (m)          627.10   (f) ADJ UNCH    2 0
 GG0333
 GG0333.Superseded values are not recommended for survey control.
 GG0333
 GG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0333.See file dsdata.pdf to determine how the superseded data were derived.
 GG0333
 GG0333_MARKER: DB = BENCH MARK DISK
 GG0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0333_STAMPING: A 62 1934
 GG0333_MARK LOGO: CGS
 GG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0333+STABILITY: SURFACE MOTION
 GG0333
 GG0333  HISTORY     - Date     Condition        Report By
 GG0333  HISTORY     - 1934     MONUMENTED       CGS
 GG0333  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0333
 GG0333                          STATION DESCRIPTION
 GG0333
 GG0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0333'AT CHOTEAU.
 GG0333'162 FEET NORTHEAST OF NORTHEAST CORNER OF MISSOURI KANSAS AND
 GG0333'TEXAS RAILWAY STATION AT CHOTEAU.  51 FEET EAST OF NEAREST RAIL
 GG0333'OF MAIN TRACK.  45 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY 73.
 GG0333
 GG0333                          STATION RECOVERY (1968)
 GG0333
 GG0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0529 ***********************************************************************
 EK0529  DESIGNATION -  A 63
 EK0529  PID         -  EK0529
 EK0529  STATE/COUNTY-  OK/CHOCTAW
 EK0529  COUNTRY     -  US
 EK0529  USGS QUAD   -  HUGO (2019)
 EK0529
 EK0529                         *CURRENT SURVEY CONTROL
 EK0529  ______________________________________________________________________
 EK0529* NAD 83(1986) POSITION- 34 02 09.     (N) 095 34 23.     (W)   SCALED
 EK0529* NAVD 88 ORTHO HEIGHT -   173.904 (meters)      570.55  (feet) ADJUSTED
 EK0529  ______________________________________________________________________
 EK0529  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 EK0529  DYNAMIC HEIGHT  -        173.717 (meters)      569.94  (feet) COMP
 EK0529  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 EK0529
 EK0529  VERT ORDER      -  FIRST     CLASS II
 EK0529
 EK0529.The horizontal coordinates were scaled from a map and have
 EK0529.an estimated accuracy of +/- 6 seconds.
 EK0529
 EK0529.The orthometric height was determined by differential leveling and
 EK0529.adjusted by the NATIONAL GEODETIC SURVEY
 EK0529.in June 1991.
 EK0529
 EK0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0529.GEOID18 height accuracy estimate available here.
 EK0529
 EK0529.Click photographs - Photos may exist for this station.
 EK0529
 EK0529.The dynamic height is computed by dividing the NAVD 88
 EK0529.geopotential number by the normal gravity value computed on the
 EK0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0529.degrees latitude (g = 980.6199 gals.).
 EK0529
 EK0529.The modeled gravity was interpolated from observed gravity values.
 EK0529
 EK0529;                    North         East    Units  Estimated Accuracy
 EK0529;SPC OK S     -    80,620.      824,090.      MT  (+/- 180 meters Scaled)
 EK0529
 EK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT624691(NAD 83)
 EK0529
 EK0529                          SUPERSEDED SURVEY CONTROL
 EK0529
 EK0529  NGVD 29 (??/??/92)  173.835  (m)          570.32   (f) ADJ UNCH    1 2
 EK0529
 EK0529.Superseded values are not recommended for survey control.
 EK0529
 EK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0529.See file dsdata.pdf to determine how the superseded data were derived.
 EK0529
 EK0529_MARKER: DB = BENCH MARK DISK
 EK0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0529_STAMPING: A 63 1934
 EK0529_MARK LOGO: CGS
 EK0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0529+STABILITY: SURFACE MOTION
 EK0529
 EK0529  HISTORY     - Date     Condition        Report By
 EK0529  HISTORY     - 1934     MONUMENTED       CGS
 EK0529  HISTORY     - 1969     GOOD             DOD
 EK0529  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0529
 EK0529                          STATION DESCRIPTION
 EK0529
 EK0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0529'4.1 MI W FROM HUGO.
 EK0529'4.1 MILES WEST OF HUGO ST. L. AND S. F. DEPOT AT MILEPOST 563
 EK0529'NEAR AN UNDERPASS OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD.
 EK0529'ABOUT 60 FEET NORTH OF THE TRACK AND 40 FEET WEST OF THE
 EK0529'CENTERLINE OF THE ROAD.
 EK0529
 EK0529                          STATION RECOVERY (1969)
 EK0529
 EK0529'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0529'RECOVERED IN GOOD CONDITION.
 EK0529
 EK0529                          STATION RECOVERY (1986)
 EK0529
 EK0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0529'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0188 ***********************************************************************
 GG0188  DESIGNATION -  A 63
 GG0188  PID         -  GG0188
 GG0188  STATE/COUNTY-  OK/DELAWARE
 GG0188  COUNTRY     -  US
 GG0188  USGS QUAD   -  JAY (2018)
 GG0188
 GG0188                         *CURRENT SURVEY CONTROL
 GG0188  ______________________________________________________________________
 GG0188* NAD 83(1986) POSITION- 36 24 48.     (N) 094 48 44.     (W)   SCALED
 GG0188* NAVD 88 ORTHO HEIGHT -   324.860 (meters)     1065.81  (feet) ADJUSTED
 GG0188  ______________________________________________________________________
 GG0188  GEOID HEIGHT    -        -28.785 (meters)                     GEOID18
 GG0188  DYNAMIC HEIGHT  -        324.580 (meters)     1064.89  (feet) COMP
 GG0188  MODELED GRAVITY -    979,759.6   (mgal)                       NAVD 88
 GG0188
 GG0188  VERT ORDER      -  SECOND    CLASS 0
 GG0188
 GG0188.The horizontal coordinates were scaled from a map and have
 GG0188.an estimated accuracy of +/- 6 seconds.
 GG0188
 GG0188.The orthometric height was determined by differential leveling and
 GG0188.adjusted by the NATIONAL GEODETIC SURVEY
 GG0188.in June 1991.
 GG0188
 GG0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0188.GEOID18 height accuracy estimate available here.
 GG0188
 GG0188.Click photographs - Photos may exist for this station.
 GG0188
 GG0188.The dynamic height is computed by dividing the NAVD 88
 GG0188.geopotential number by the normal gravity value computed on the
 GG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0188.degrees latitude (g = 980.6199 gals.).
 GG0188
 GG0188.The modeled gravity was interpolated from observed gravity values.
 GG0188
 GG0188;                    North         East    Units  Estimated Accuracy
 GG0188;SPC OK N     -   161,510.      885,850.      MT  (+/- 180 meters Scaled)
 GG0188
 GG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA375313(NAD 83)
 GG0188
 GG0188                          SUPERSEDED SURVEY CONTROL
 GG0188
 GG0188  NGVD 29 (??/??/92)  324.725  (m)         1065.37   (f) ADJ UNCH    2 0
 GG0188
 GG0188.Superseded values are not recommended for survey control.
 GG0188
 GG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0188.See file dsdata.pdf to determine how the superseded data were derived.
 GG0188
 GG0188_MARKER: DB = BENCH MARK DISK
 GG0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0188_STAMPING: A 63 1934
 GG0188_MARK LOGO: CGS
 GG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0188+STABILITY: SURFACE MOTION
 GG0188
 GG0188  HISTORY     - Date     Condition        Report By
 GG0188  HISTORY     - 1934     MONUMENTED       CGS
 GG0188  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0188  HISTORY     - 1971     MARK NOT FOUND   USGS
 GG0188  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0188
 GG0188                          STATION DESCRIPTION
 GG0188
 GG0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0188'1.1 MI SW FROM JAY.
 GG0188'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE COURTHOUSE
 GG0188'AT JAY, DELAWARE COUNTY, 250 FEET SOUTH OF AN UNPAINTED FARMHOUSE,
 GG0188'39 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 GG0188'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED A 63 1934
 GG0188'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED
 GG0188'LOCATION OF THIS MARK IS NEAR A SURFACED ROAD THAT WAS FORMERLY
 GG0188'THE HIGHWAY.  THE AREA ALONG THE RIGHT OF WAY WAS CLEAR AND NO
 GG0188'EVIDENCE OF THE MARK COULD BE FOUND.
 GG0188
 GG0188                          STATION RECOVERY (1971)
 GG0188
 GG0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GG0188'MARK NOT FOUND.
 GG0188
 GG0188                          STATION RECOVERY (1991)
 GG0188
 GG0188'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0546 ***********************************************************************
 EK0546  DESIGNATION -  A 64
 EK0546  PID         -  EK0546
 EK0546  STATE/COUNTY-  OK/CHOCTAW
 EK0546  COUNTRY     -  US
 EK0546  USGS QUAD   -  HUGO (2019)
 EK0546
 EK0546                         *CURRENT SURVEY CONTROL
 EK0546  ______________________________________________________________________
 EK0546* NAD 83(1986) POSITION- 34 00 43.9    (N) 095 30 56.1    (W)   HD_HELD2
 EK0546* NAVD 88 ORTHO HEIGHT -   167.701 (meters)      550.20  (feet) ADJUSTED
 EK0546  ______________________________________________________________________
 EK0546  GEOID HEIGHT    -        -29.051 (meters)                     GEOID18
 EK0546  DYNAMIC HEIGHT  -        167.522 (meters)      549.61  (feet) COMP
 EK0546  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 EK0546
 EK0546  VERT ORDER      -  FIRST     CLASS II
 EK0546
 EK0546.The horizontal coordinates were established by autonomous hand held GPS
 EK0546.observations and have an estimated accuracy of +/- 10 meters.
 EK0546
 EK0546.The orthometric height was determined by differential leveling and
 EK0546.adjusted by the NATIONAL GEODETIC SURVEY
 EK0546.in June 1991.
 EK0546
 EK0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0546.GEOID18 height accuracy estimate available here.
 EK0546
 EK0546.Click photographs - Photos may exist for this station.
 EK0546
 EK0546.The dynamic height is computed by dividing the NAVD 88
 EK0546.geopotential number by the normal gravity value computed on the
 EK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0546.degrees latitude (g = 980.6199 gals.).
 EK0546
 EK0546.The modeled gravity was interpolated from observed gravity values.
 EK0546
 EK0546;                    North         East    Units  Estimated Accuracy
 EK0546;SPC OK S     -    78,126.      829,463.      MT  (+/- 10 meters HH2 GPS)
 EK0546
 EK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6769666361(NAD 83)
 EK0546
 EK0546                          SUPERSEDED SURVEY CONTROL
 EK0546
 EK0546  NGVD 29 (??/??/92)  167.640  (m)          550.00   (f) ADJ UNCH    1 2
 EK0546
 EK0546.Superseded values are not recommended for survey control.
 EK0546
 EK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0546.See file dsdata.pdf to determine how the superseded data were derived.
 EK0546
 EK0546_MARKER: DB = BENCH MARK DISK
 EK0546_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EK0546_SP_SET: FOUNDATION WALL
 EK0546_STAMPING: A 64 1934
 EK0546_MARK LOGO: CGS
 EK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0546+STABILITY: SURFACE MOTION
 EK0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0546+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0546
 EK0546  HISTORY     - Date     Condition        Report By
 EK0546  HISTORY     - 1934     MONUMENTED       CGS
 EK0546  HISTORY     - 1944     GOOD             CGS
 EK0546  HISTORY     - 1986     GOOD             NGS
 EK0546  HISTORY     - 20101107 GOOD             GEOCAC
 EK0546
 EK0546                          STATION DESCRIPTION
 EK0546
 EK0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EK0546'AT HUGO.
 EK0546'AT HUGO, CHOCTAW COUNTY, IN THE WEST WALL OF THE ST. LOUIS-SAN
 EK0546'FRANCISCO RAILWAY STATION, NEAR THE WHITE ENTRANCE, AND ABOUT 4
 EK0546'FEET ABOVE THE FLOOR.  A STANDARD DISK, STAMPED A 64 1934 AND
 EK0546'SET VERTICALLY.
 EK0546
 EK0546                          STATION RECOVERY (1986)
 EK0546
 EK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0546'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HUGO, AT
 EK0546'THE INTERSECTION OF WEST JACKSON STREET AND THE BURLINGTON NORTHERN
 EK0546'RAILROAD, SET VERTICALLY IN THE WEST FOUNDATION WALL OF THE FRISCO
 EK0546'MUSEUM (OLD RAILROAD STATION), 149.8 M (491.5 FT) NORTH OF THE
 EK0546'CENTERLINE OF THE STREET, 45.1 M (148.0 FT) SOUTH OF THE NORTHWEST
 EK0546'CORNER OF THE BUILDING, 32.5 M (106.6 FT) NORTH OF THE SOUTHWEST
 EK0546'CORNER OF THE BUILDING, AND 11.9 M (39.0 FT) EAST OF THE NEAR RAIL.
 EK0546'THE MARK IS 1.3 M ABOVE A PLATFORM.
 EK0546
 EK0546                          STATION RECOVERY (2010)
 EK0546
 EK0546'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0329 ***********************************************************************
 DM0329  DESIGNATION -  A 65
 DM0329  PID         -  DM0329
 DM0329  STATE/COUNTY-  OK/MCCURTAIN
 DM0329  COUNTRY     -  US
 DM0329  USGS QUAD   -  GARVIN (2019)
 DM0329
 DM0329                         *CURRENT SURVEY CONTROL
 DM0329  ______________________________________________________________________
 DM0329* NAD 83(1986) POSITION- 33 56 09.     (N) 094 52 40.     (W)   SCALED
 DM0329* NAVD 88 ORTHO HEIGHT -   150.466 (meters)      493.65  (feet) ADJUSTED
 DM0329  ______________________________________________________________________
 DM0329  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 DM0329  DYNAMIC HEIGHT  -        150.314 (meters)      493.16  (feet) COMP
 DM0329  MODELED GRAVITY -    979,622.0   (mgal)                       NAVD 88
 DM0329
 DM0329  VERT ORDER      -  FIRST     CLASS II
 DM0329
 DM0329.The horizontal coordinates were scaled from a map and have
 DM0329.an estimated accuracy of +/- 6 seconds.
 DM0329
 DM0329.The orthometric height was determined by differential leveling and
 DM0329.adjusted by the NATIONAL GEODETIC SURVEY
 DM0329.in June 1991.
 DM0329
 DM0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0329.GEOID18 height accuracy estimate available here.
 DM0329
 DM0329.Click photographs - Photos may exist for this station.
 DM0329
 DM0329.The dynamic height is computed by dividing the NAVD 88
 DM0329.geopotential number by the normal gravity value computed on the
 DM0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0329.degrees latitude (g = 980.6199 gals.).
 DM0329
 DM0329.The modeled gravity was interpolated from observed gravity values.
 DM0329
 DM0329;                    North         East    Units  Estimated Accuracy
 DM0329;SPC OK S     -    71,300.      888,620.      MT  (+/- 180 meters Scaled)
 DM0329
 DM0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT264566(NAD 83)
 DM0329
 DM0329                          SUPERSEDED SURVEY CONTROL
 DM0329
 DM0329  NGVD 29 (??/??/92)  150.441  (m)          493.57   (f) ADJ UNCH    1 2
 DM0329
 DM0329.Superseded values are not recommended for survey control.
 DM0329
 DM0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0329.See file dsdata.pdf to determine how the superseded data were derived.
 DM0329
 DM0329_MARKER: DB = BENCH MARK DISK
 DM0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0329_STAMPING: A 65 1934
 DM0329_MARK LOGO: CGS
 DM0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0329+STABILITY: SURFACE MOTION
 DM0329
 DM0329  HISTORY     - Date     Condition        Report By
 DM0329  HISTORY     - 1934     MONUMENTED       CGS
 DM0329  HISTORY     - 1944     GOOD             SLSFRR
 DM0329  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0329
 DM0329                          STATION DESCRIPTION
 DM0329
 DM0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0329'4.6 MI W FROM IDABEL.
 DM0329'4.6 MILES WEST OF ST. L. AND S. F. STATION AT MILE POST 598.  IN FENCE
 DM0329'BETWEEN U. S. HIGHWAY 70 AND ST. LOUIS AND SAN FRANCISCO RR TRACK.
 DM0329
 DM0329                          STATION RECOVERY (1944)
 DM0329
 DM0329'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0329'RECOVERED IN GOOD CONDITION.
 DM0329
 DM0329                          STATION RECOVERY (1986)
 DM0329
 DM0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0416 ***********************************************************************
 EK0416  DESIGNATION -  A 66
 EK0416  PID         -  EK0416
 EK0416  STATE/COUNTY-  OK/PUSHMATAHA
 EK0416  COUNTRY     -  US
 EK0416  USGS QUAD   -  STANLEY (2019)
 EK0416
 EK0416                         *CURRENT SURVEY CONTROL
 EK0416  ______________________________________________________________________
 EK0416* NAD 83(1986) POSITION- 34 33 20.     (N) 095 25 45.     (W)   SCALED
 EK0416* NAVD 88 ORTHO HEIGHT -   166.783 (meters)      547.19  (feet) ADJUSTED
 EK0416  ______________________________________________________________________
 EK0416  GEOID HEIGHT    -        -31.206 (meters)                     GEOID18
 EK0416  DYNAMIC HEIGHT  -        166.602 (meters)      546.59  (feet) COMP
 EK0416  MODELED GRAVITY -    979,551.0   (mgal)                       NAVD 88
 EK0416
 EK0416  VERT ORDER      -  SECOND    CLASS 0
 EK0416
 EK0416.The horizontal coordinates were scaled from a map and have
 EK0416.an estimated accuracy of +/- 6 seconds.
 EK0416
 EK0416.The orthometric height was determined by differential leveling and
 EK0416.adjusted by the NATIONAL GEODETIC SURVEY
 EK0416.in June 1991.
 EK0416
 EK0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0416.GEOID18 height accuracy estimate available here.
 EK0416
 EK0416.Click photographs - Photos may exist for this station.
 EK0416
 EK0416.The dynamic height is computed by dividing the NAVD 88
 EK0416.geopotential number by the normal gravity value computed on the
 EK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0416.degrees latitude (g = 980.6199 gals.).
 EK0416
 EK0416.The modeled gravity was interpolated from observed gravity values.
 EK0416
 EK0416;                    North         East    Units  Estimated Accuracy
 EK0416;SPC OK S     -   138,580.      835,910.      MT  (+/- 180 meters Scaled)
 EK0416
 EK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU771264(NAD 83)
 EK0416
 EK0416                          SUPERSEDED SURVEY CONTROL
 EK0416
 EK0416  NGVD 29 (??/??/92)  166.691  (m)          546.89   (f) ADJ UNCH    2 0
 EK0416
 EK0416.Superseded values are not recommended for survey control.
 EK0416
 EK0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0416.See file dsdata.pdf to determine how the superseded data were derived.
 EK0416
 EK0416_MARKER: DB = BENCH MARK DISK
 EK0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0416_STAMPING: A 66 1934
 EK0416_MARK LOGO: CGS
 EK0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0416+STABILITY: SURFACE MOTION
 EK0416
 EK0416  HISTORY     - Date     Condition        Report By
 EK0416  HISTORY     - 1934     MONUMENTED       CGS
 EK0416  HISTORY     - 1960     GOOD             CGS
 EK0416
 EK0416                          STATION DESCRIPTION
 EK0416
 EK0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0416'2.5 MI NE FROM STANLEY.
 EK0416'2.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0416'FROM THE STATION AT STANLEY, PUSHMATAHA COUNTY, ABOUT 10 FEET
 EK0416'EAST OF THE FIRST POLE EAST OF MILEPOST 512, ABOUT 8 RAILS
 EK0416'EAST OF BRIDGE 512.0, ABOUT 60 FEET SOUTH OF THE CENTER LINE
 EK0416'OF A COUNTY ROAD, AND 30 FEET NORTH OF THE TRACK.  A STANDARD
 EK0416'DISK, STAMPED A 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0406 ***********************************************************************
 EK0406  DESIGNATION -  A 67
 EK0406  PID         -  EK0406
 EK0406  STATE/COUNTY-  OK/LE FLORE
 EK0406  COUNTRY     -  US
 EK0406  USGS QUAD   -  SUMMERFIELD (2018)
 EK0406
 EK0406                         *CURRENT SURVEY CONTROL
 EK0406  ______________________________________________________________________
 EK0406* NAD 83(1986) POSITION- 34 56 22.     (N) 094 51 28.     (W)   SCALED
 EK0406* NAVD 88 ORTHO HEIGHT -   156.881 (meters)      514.70  (feet) ADJUSTED
 EK0406  ______________________________________________________________________
 EK0406  GEOID HEIGHT    -        -31.658 (meters)                     GEOID18
 EK0406  DYNAMIC HEIGHT  -        156.720 (meters)      514.17  (feet) COMP
 EK0406  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 EK0406
 EK0406  VERT ORDER      -  SECOND    CLASS 0
 EK0406
 EK0406.The horizontal coordinates were scaled from a map and have
 EK0406.an estimated accuracy of +/- 6 seconds.
 EK0406
 EK0406.The orthometric height was determined by differential leveling and
 EK0406.adjusted by the NATIONAL GEODETIC SURVEY
 EK0406.in June 1991.
 EK0406
 EK0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0406.GEOID18 height accuracy estimate available here.
 EK0406
 EK0406.Click photographs - Photos may exist for this station.
 EK0406
 EK0406.The dynamic height is computed by dividing the NAVD 88
 EK0406.geopotential number by the normal gravity value computed on the
 EK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0406.degrees latitude (g = 980.6199 gals.).
 EK0406
 EK0406.The modeled gravity was interpolated from observed gravity values.
 EK0406
 EK0406;                    North         East    Units  Estimated Accuracy
 EK0406;SPC OK S     -   182,630.      887,000.      MT  (+/- 180 meters Scaled)
 EK0406
 EK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU303679(NAD 83)
 EK0406
 EK0406                          SUPERSEDED SURVEY CONTROL
 EK0406
 EK0406  NGVD 29 (??/??/92)  156.771  (m)          514.34   (f) ADJ UNCH    2 0
 EK0406
 EK0406.Superseded values are not recommended for survey control.
 EK0406
 EK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0406.See file dsdata.pdf to determine how the superseded data were derived.
 EK0406
 EK0406_MARKER: DB = BENCH MARK DISK
 EK0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0406_STAMPING: A 67 1934
 EK0406_MARK LOGO: CGS
 EK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0406+STABILITY: SURFACE MOTION
 EK0406
 EK0406  HISTORY     - Date     Condition        Report By
 EK0406  HISTORY     - 1934     MONUMENTED       CGS
 EK0406  HISTORY     - 1959     GOOD             CGS
 EK0406
 EK0406                          STATION DESCRIPTION
 EK0406
 EK0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0406'AT SUMMERFIELD.
 EK0406'AT SUMMERFIELD, LE FLORE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0406'RAILWAY, ABOUT 1 POLE WEST OF MILEPOST 461, AT THE CROSSING OF
 EK0406'U.S. HIGHWAY 271, 8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 EK0406'30 FEET NORTH OF THE TRACK, AND IN LINE WITH THE CATTLE GUARD
 EK0406'FENCE.  A STANDARD DISK, STAMPED A 67 1934 AND SET IN THE TOP
 EK0406'OF A CONCRETE POST.  NOTE-- AN OVERPASS HAS BEEN BUILT OVER THE
 EK0406'RAILROAD AT THE CROSSING OF U.S. HIGHWAY 271.  THE MARK IS
 EK0406'ABOUT 64 PACES WEST OF THE CENTER OF THE OVERPASS AND ABOUT
 EK0406'30 FEET NORTH OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0271 ***********************************************************************
 FH0271  DESIGNATION -  A 68
 FH0271  PID         -  FH0271
 FH0271  STATE/COUNTY-  OK/SEQUOYAH
 FH0271  COUNTRY     -  US
 FH0271  USGS QUAD   -  SALLISAW (2019)
 FH0271
 FH0271                         *CURRENT SURVEY CONTROL
 FH0271  ______________________________________________________________________
 FH0271* NAD 83(1986) POSITION- 35 27 00.     (N) 094 47 08.     (W)   SCALED
 FH0271* NAVD 88 ORTHO HEIGHT -   157.646 (meters)      517.21  (feet) ADJUSTED
 FH0271  ______________________________________________________________________
 FH0271  GEOID HEIGHT    -        -30.005 (meters)                     GEOID18
 FH0271  DYNAMIC HEIGHT  -        157.498 (meters)      516.72  (feet) COMP
 FH0271  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FH0271
 FH0271  VERT ORDER      -  SECOND    CLASS 0
 FH0271
 FH0271.The horizontal coordinates were scaled from a map and have
 FH0271.an estimated accuracy of +/- 6 seconds.
 FH0271
 FH0271.The orthometric height was determined by differential leveling and
 FH0271.adjusted by the NATIONAL GEODETIC SURVEY
 FH0271.in June 1991.
 FH0271
 FH0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0271.GEOID18 height accuracy estimate available here.
 FH0271
 FH0271.Click photographs - Photos may exist for this station.
 FH0271
 FH0271.The dynamic height is computed by dividing the NAVD 88
 FH0271.geopotential number by the normal gravity value computed on the
 FH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0271.degrees latitude (g = 980.6199 gals.).
 FH0271
 FH0271.The modeled gravity was interpolated from observed gravity values.
 FH0271
 FH0271;                    North         East    Units  Estimated Accuracy
 FH0271;SPC OK N     -    54,760.      891,780.      MT  (+/- 180 meters Scaled)
 FH0271
 FH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV379244(NAD 83)
 FH0271
 FH0271                          SUPERSEDED SURVEY CONTROL
 FH0271
 FH0271  NGVD 29 (??/??/92)  157.544  (m)          516.88   (f) ADJ UNCH    2 0
 FH0271
 FH0271.Superseded values are not recommended for survey control.
 FH0271
 FH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0271.See file dsdata.pdf to determine how the superseded data were derived.
 FH0271
 FH0271_MARKER: DB = BENCH MARK DISK
 FH0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0271_SP_SET: BRIDGE ABUTMENT
 FH0271_STAMPING: A 68 1934
 FH0271_MARK LOGO: CGS
 FH0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0271
 FH0271  HISTORY     - Date     Condition        Report By
 FH0271  HISTORY     - 1934     MONUMENTED       CGS
 FH0271  HISTORY     - 1958     GOOD             CGS
 FH0271  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0271
 FH0271                          STATION DESCRIPTION
 FH0271
 FH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0271'0.6 MI SE FROM SALLISAW.
 FH0271'0.6 MILE SOUTHEAST OF SALLISAW K.C.S. RR DEPOT.  4 POLES WEST
 FH0271'OF CITY LIMIT POLE.  IN THE SOUTH WINGWALL OF WEST ABUTMENT
 FH0271'OF KANSAS CITY SOUTHERN RAILROAD BRIDGE B-292.
 FH0271
 FH0271                          STATION RECOVERY (1958)
 FH0271
 FH0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FH0271'RECOVERED IN GOOD CONDITION.
 FH0271
 FH0271                          STATION RECOVERY (1984)
 FH0271
 FH0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0271'NOT RECOVERED, A VERY LARGE PIPE CULVERT HAS REPLACED THE CONCRETE BOX
 FH0271'CULVERT, BENCH MARK CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0043 ***********************************************************************
 FJ0043  DESIGNATION -  A 7
 FJ0043  PID         -  FJ0043
 FJ0043  STATE/COUNTY-  OK/OKFUSKEE
 FJ0043  COUNTRY     -  US
 FJ0043  USGS QUAD   -  CLEARVIEW (2018)
 FJ0043
 FJ0043                         *CURRENT SURVEY CONTROL
 FJ0043  ______________________________________________________________________
 FJ0043* NAD 83(1986) POSITION- 35 23 38.     (N) 096 11 03.     (W)   SCALED
 FJ0043* NAVD 88 ORTHO HEIGHT -   238.289 (meters)      781.79  (feet) ADJUSTED
 FJ0043  ______________________________________________________________________
 FJ0043  GEOID HEIGHT    -        -28.730 (meters)                     GEOID18
 FJ0043  DYNAMIC HEIGHT  -        238.061 (meters)      781.04  (feet) COMP
 FJ0043  MODELED GRAVITY -    979,672.0   (mgal)                       NAVD 88
 FJ0043
 FJ0043  VERT ORDER      -  FIRST     CLASS II
 FJ0043
 FJ0043.The horizontal coordinates were scaled from a map and have
 FJ0043.an estimated accuracy of +/- 6 seconds.
 FJ0043
 FJ0043.The orthometric height was determined by differential leveling and
 FJ0043.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0043.in June 1991.
 FJ0043
 FJ0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0043.GEOID18 height accuracy estimate available here.
 FJ0043
 FJ0043.Click photographs - Photos may exist for this station.
 FJ0043
 FJ0043.The dynamic height is computed by dividing the NAVD 88
 FJ0043.geopotential number by the normal gravity value computed on the
 FJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0043.degrees latitude (g = 980.6199 gals.).
 FJ0043
 FJ0043.The modeled gravity was interpolated from observed gravity values.
 FJ0043
 FJ0043;                    North         East    Units  Estimated Accuracy
 FJ0043;SPC OK N     -    45,250.      764,960.      MT  (+/- 180 meters Scaled)
 FJ0043
 FJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE557203(NAD 83)
 FJ0043
 FJ0043                          SUPERSEDED SURVEY CONTROL
 FJ0043
 FJ0043  NGVD 29 (??/??/92)  238.170  (m)          781.40   (f) ADJ UNCH    1 2
 FJ0043
 FJ0043.Superseded values are not recommended for survey control.
 FJ0043
 FJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0043.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0043
 FJ0043_MARKER: DB = BENCH MARK DISK
 FJ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0043_STAMPING: 781.396 A 7 1933
 FJ0043_MARK LOGO: CGS
 FJ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0043+STABILITY: SURFACE MOTION
 FJ0043
 FJ0043  HISTORY     - Date     Condition        Report By
 FJ0043  HISTORY     - 1933     MONUMENTED       CGS
 FJ0043  HISTORY     - 1959     GOOD             CGS
 FJ0043  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0043
 FJ0043                          STATION DESCRIPTION
 FJ0043
 FJ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FJ0043'AT CLEARVIEW.
 FJ0043'AT CLEARVIEW, OKFUSKEE COUNTY, ON THE ABANDONED FORT SMITH
 FJ0043'AND WESTERN RAILWAY, 400 FEET SOUTHEAST OF THE CROSSING OF A
 FJ0043'NORTH-AND-SOUTH COUNTY ROAD, AND 55 FEET WEST OF THE OLD ROADBED,
 FJ0043'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- COUNTY ROAD
 FJ0043'NOW IS ON OLD RAILROAD RIGHT-OF-WAY, OLD NORTH-SOUTH COUNTY
 FJ0043'ROAD CROSSING IS ABANDONED.
 FJ0043
 FJ0043                          STATION RECOVERY (1964)
 FJ0043
 FJ0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0179 ***********************************************************************
 GG0179  DESIGNATION -  A 70
 GG0179  PID         -  GG0179
 GG0179  STATE/COUNTY-  OK/DELAWARE
 GG0179  COUNTRY     -  US
 GG0179  USGS QUAD   -  COLCORD NE (2017)
 GG0179
 GG0179                         *CURRENT SURVEY CONTROL
 GG0179  ______________________________________________________________________
 GG0179* NAD 83(1986) POSITION- 36 23 33.     (N) 094 36 02.     (W)   SCALED
 GG0179* NAVD 88 ORTHO HEIGHT -   323.484 (meters)     1061.30  (feet) ADJUSTED
 GG0179  ______________________________________________________________________
 GG0179  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 GG0179  DYNAMIC HEIGHT  -        323.208 (meters)     1060.39  (feet) COMP
 GG0179  MODELED GRAVITY -    979,769.1   (mgal)                       NAVD 88
 GG0179
 GG0179  VERT ORDER      -  SECOND    CLASS 0
 GG0179
 GG0179.The horizontal coordinates were scaled from a map and have
 GG0179.an estimated accuracy of +/- 6 seconds.
 GG0179
 GG0179.The orthometric height was determined by differential leveling and
 GG0179.adjusted by the NATIONAL GEODETIC SURVEY
 GG0179.in June 1991.
 GG0179
 GG0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0179.GEOID18 height accuracy estimate available here.
 GG0179
 GG0179.Click photographs - Photos may exist for this station.
 GG0179
 GG0179.The dynamic height is computed by dividing the NAVD 88
 GG0179.geopotential number by the normal gravity value computed on the
 GG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0179.degrees latitude (g = 980.6199 gals.).
 GG0179
 GG0179.The modeled gravity was interpolated from observed gravity values.
 GG0179
 GG0179;                    North         East    Units  Estimated Accuracy
 GG0179;SPC OK N     -   159,840.      904,900.      MT  (+/- 180 meters Scaled)
 GG0179
 GG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA564286(NAD 83)
 GG0179
 GG0179                          SUPERSEDED SURVEY CONTROL
 GG0179
 GG0179  NGVD 29 (??/??/92)  323.354  (m)         1060.87   (f) ADJ UNCH    2 0
 GG0179
 GG0179.Superseded values are not recommended for survey control.
 GG0179
 GG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0179.See file dsdata.pdf to determine how the superseded data were derived.
 GG0179
 GG0179_MARKER: DB = BENCH MARK DISK
 GG0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0179_STAMPING: A 70 1934
 GG0179_MARK LOGO: CGS
 GG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0179+STABILITY: SURFACE MOTION
 GG0179
 GG0179  HISTORY     - Date     Condition        Report By
 GG0179  HISTORY     - 1934     MONUMENTED       CGS
 GG0179  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0179  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0179
 GG0179                          STATION DESCRIPTION
 GG0179
 GG0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0179'0.7 MI S FROM MAYSVILLE.
 GG0179'IN DELEWARE COUNTY, OKLAHOMA, 0.7 MILE WEST ALONG ARKANSAS STATE
 GG0179'HIGHWAY 102 AND OKLAHOMA STATE HIGHWAY 20 FROM MAYSVILLE, BENTON
 GG0179'COUNTY, ARKANSAS, AT THE ARKANSAS-OKLAHOMA STATE LINE, AT THE
 GG0179'JUNCTION OF THE HIGHWAYS, 35 FEET SOUTH OF THE CENTERLINE OF
 GG0179'OKLAHOMA STATE HIGHWAY 20, AND IN THE FENCE LINE.  A STANDARD DISK,
 GG0179'STAMPED A 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0179
 GG0179                          STATION RECOVERY (1991)
 GG0179
 GG0179'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0353 ***********************************************************************
 GL0353  DESIGNATION -  A 71
 GL0353  PID         -  GL0353
 GL0353  STATE/COUNTY-  OK/CIMARRON
 GL0353  COUNTRY     -  US
 GL0353  USGS QUAD   -  KENTON (2018)
 GL0353
 GL0353                         *CURRENT SURVEY CONTROL
 GL0353  ______________________________________________________________________
 GL0353* NAD 83(1986) POSITION- 36 54 05.     (N) 102 59 56.     (W)   SCALED
 GL0353* NAVD 88 ORTHO HEIGHT -  1326.967 (meters)     4353.56  (feet) ADJUSTED
 GL0353  ______________________________________________________________________
 GL0353  GEOID HEIGHT    -        -22.385 (meters)                     GEOID18
 GL0353  DYNAMIC HEIGHT  -       1325.496 (meters)     4348.73  (feet) COMP
 GL0353  MODELED GRAVITY -    979,476.3   (mgal)                       NAVD 88
 GL0353
 GL0353  VERT ORDER      -  SECOND    CLASS 0
 GL0353
 GL0353.The horizontal coordinates were scaled from a map and have
 GL0353.an estimated accuracy of +/- 6 seconds.
 GL0353
 GL0353.The orthometric height was determined by differential leveling and
 GL0353.adjusted by the NATIONAL GEODETIC SURVEY
 GL0353.in June 1991.
 GL0353
 GL0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0353.GEOID18 height accuracy estimate available here.
 GL0353
 GL0353.Click photographs - Photos may exist for this station.
 GL0353
 GL0353.The dynamic height is computed by dividing the NAVD 88
 GL0353.geopotential number by the normal gravity value computed on the
 GL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0353.degrees latitude (g = 980.6199 gals.).
 GL0353
 GL0353.The modeled gravity was interpolated from observed gravity values.
 GL0353
 GL0353;                    North         East    Units  Estimated Accuracy
 GL0353;SPC OK N     -   222,440.      154,650.      MT  (+/- 180 meters Scaled)
 GL0353
 GL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA782858(NAD 83)
 GL0353
 GL0353                          SUPERSEDED SURVEY CONTROL
 GL0353
 GL0353  NGVD 29 (??/??/92) 1326.275  (m)         4351.29   (f) ADJ UNCH    2 0
 GL0353
 GL0353.Superseded values are not recommended for survey control.
 GL0353
 GL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0353.See file dsdata.pdf to determine how the superseded data were derived.
 GL0353
 GL0353_MARKER: DB = BENCH MARK DISK
 GL0353_SETTING: 66 = SET IN ROCK OUTCROP
 GL0353_STAMPING: A 71 1935
 GL0353_MARK LOGO: CGS
 GL0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0353+STABILITY: POSITION/ELEVATION WELL
 GL0353
 GL0353  HISTORY     - Date     Condition        Report By
 GL0353  HISTORY     - 1935     MONUMENTED       CGS
 GL0353  HISTORY     - 1955     GOOD             CGS
 GL0353  HISTORY     - 1966     GOOD             USGS
 GL0353
 GL0353                          STATION DESCRIPTION
 GL0353
 GL0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0353'2.1 MI W FROM KENTON.
 GL0353'2.1 MILES WEST ALONG STATE ROAD 325 FROM THE POST OFFICE AT KENTON, 80
 GL0353'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 93 FEET SOUTHEAST OF
 GL0353'THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER A CREEK, 23 FEET
 GL0353'NORTHEAST OF A CLUMP OF COTTONWOOD TREES, 20 FEET NORTHEAST OF THE
 GL0353'SOUTHWEST EDGE OF A SANDSTONE LEDGE, AT THE FOOT OF A ROCKY HILL, SET
 GL0353'IN THE TOP OF A LARGE SANDSTONE LEDGE.
 GL0353
 GL0353                          STATION RECOVERY (1966)
 GL0353
 GL0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0691 ***********************************************************************
 GK0691  DESIGNATION -  A 72
 GK0691  PID         -  GK0691
 GK0691  STATE/COUNTY-  OK/TEXAS
 GK0691  COUNTRY     -  US
 GK0691  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0691
 GK0691                         *CURRENT SURVEY CONTROL
 GK0691  ______________________________________________________________________
 GK0691* NAD 83(1986) POSITION- 36 30 19.     (N) 101 47 54.     (W)   SCALED
 GK0691* NAVD 88 ORTHO HEIGHT -  1060.926 (meters)     3480.72  (feet) ADJUSTED
 GK0691  ______________________________________________________________________
 GK0691  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 GK0691  DYNAMIC HEIGHT  -       1059.784 (meters)     3476.97  (feet) COMP
 GK0691  MODELED GRAVITY -    979,519.8   (mgal)                       NAVD 88
 GK0691
 GK0691  VERT ORDER      -  SECOND    CLASS 0
 GK0691
 GK0691.The horizontal coordinates were scaled from a map and have
 GK0691.an estimated accuracy of +/- 6 seconds.
 GK0691
 GK0691.The orthometric height was determined by differential leveling and
 GK0691.adjusted by the NATIONAL GEODETIC SURVEY
 GK0691.in June 1991.
 GK0691
 GK0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0691.GEOID18 height accuracy estimate available here.
 GK0691
 GK0691.Click photographs - Photos may exist for this station.
 GK0691
 GK0691.The dynamic height is computed by dividing the NAVD 88
 GK0691.geopotential number by the normal gravity value computed on the
 GK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0691.degrees latitude (g = 980.6199 gals.).
 GK0691
 GK0691.The modeled gravity was interpolated from observed gravity values.
 GK0691
 GK0691;                    North         East    Units  Estimated Accuracy
 GK0691;SPC OK N     -   173,670.      259,830.      MT  (+/- 180 meters Scaled)
 GK0691
 GK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF493436(NAD 83)
 GK0691
 GK0691                          SUPERSEDED SURVEY CONTROL
 GK0691
 GK0691  NGVD 29 (??/??/92) 1060.439  (m)         3479.12   (f) ADJ UNCH    2 0
 GK0691
 GK0691.Superseded values are not recommended for survey control.
 GK0691
 GK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0691.See file dsdata.pdf to determine how the superseded data were derived.
 GK0691
 GK0691_MARKER: DB = BENCH MARK DISK
 GK0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0691_STAMPING: A 72 1935
 GK0691_MARK LOGO: CGS
 GK0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0691+STABILITY: SURFACE MOTION
 GK0691
 GK0691  HISTORY     - Date     Condition        Report By
 GK0691  HISTORY     - 1935     MONUMENTED       CGS
 GK0691  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0691
 GK0691                          STATION DESCRIPTION
 GK0691
 GK0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0691'0.9 MI NW FROM TEXHOMA.
 GK0691'0.9 MILE NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0691'TEXAS COUNTY, AT A CURVE TO THE NORTH, ABOUT 50 FEET EAST OF THE
 GK0691'CENTER LINE OF A NORTH-AND SOUTH ROAD, AND 1 FOOT NORTH OF A
 GK0691'FENCE-CORNER POST. A STANDARD DISK, STAMPD A 72 1935 AND SET IN THE
 GK0691'TOP OF CONCRETE POST.
 GK0691
 GK0691                          STATION RECOVERY (1973)
 GK0691
 GK0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0691'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0011 ***********************************************************************
 GL0011  DESIGNATION -  A 73
 GL0011  PID         -  GL0011
 GL0011  STATE/COUNTY-  OK/CIMARRON
 GL0011  COUNTRY     -  US
 GL0011  USGS QUAD   -  KEYES EAST (2018)
 GL0011
 GL0011                         *CURRENT SURVEY CONTROL
 GL0011  ______________________________________________________________________
 GL0011* NAD 83(1986) POSITION- 36 45 45.     (N) 102 11 38.     (W)   SCALED
 GL0011* NAVD 88 ORTHO HEIGHT -  1186.419 (meters)     3892.44  (feet) ADJUSTED
 GL0011  ______________________________________________________________________
 GL0011  GEOID HEIGHT    -        -24.481 (meters)                     GEOID18
 GL0011  DYNAMIC HEIGHT  -       1185.149 (meters)     3888.28  (feet) COMP
 GL0011  MODELED GRAVITY -    979,519.9   (mgal)                       NAVD 88
 GL0011
 GL0011  VERT ORDER      -  SECOND    CLASS 0
 GL0011
 GL0011.The horizontal coordinates were scaled from a map and have
 GL0011.an estimated accuracy of +/- 6 seconds.
 GL0011
 GL0011.The orthometric height was determined by differential leveling and
 GL0011.adjusted by the NATIONAL GEODETIC SURVEY
 GL0011.in June 1991.
 GL0011
 GL0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0011.GEOID18 height accuracy estimate available here.
 GL0011
 GL0011.Click photographs - Photos may exist for this station.
 GL0011
 GL0011.The dynamic height is computed by dividing the NAVD 88
 GL0011.geopotential number by the normal gravity value computed on the
 GL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0011.degrees latitude (g = 980.6199 gals.).
 GL0011
 GL0011.The modeled gravity was interpolated from observed gravity values.
 GL0011
 GL0011;                    North         East    Units  Estimated Accuracy
 GL0011;SPC OK N     -   203,650.      225,650.      MT  (+/- 180 meters Scaled)
 GL0011
 GL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA504721(NAD 83)
 GL0011
 GL0011                          SUPERSEDED SURVEY CONTROL
 GL0011
 GL0011.No superseded survey control is available for this station.
 GL0011
 GL0011_MARKER: DB = BENCH MARK DISK
 GL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0011_STAMPING: A 73 1935
 GL0011_MARK LOGO: CGS
 GL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0011+STABILITY: SURFACE MOTION
 GL0011
 GL0011  HISTORY     - Date     Condition        Report By
 GL0011  HISTORY     - 1935     MONUMENTED       CGS
 GL0011  HISTORY     - 1971     MARK NOT FOUND   USGS
 GL0011
 GL0011                          STATION DESCRIPTION
 GL0011
 GL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0011'20.0 MI E FROM BOISE CITY.
 GL0011'20.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 40 FT. E. OF
 GL0011'THE CENTER LINE OF THE CROSS ROAD, 50 FT. N. OF THE CENTER LINE OF THE
 GL0011'HWY., AND 2 FT. E. OF A TELEPHONE POLE, NEAR THE SOUTHWEST CORNER OF
 GL0011'SECTION 34, T 3 N, R 9 E.
 GL0011
 GL0011                          STATION RECOVERY (1971)
 GL0011
 GL0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GL0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0699 ***********************************************************************
 GK0699  DESIGNATION -  A 74
 GK0699  PID         -  GK0699
 GK0699  STATE/COUNTY-  OK/TEXAS
 GK0699  COUNTRY     -  US
 GK0699  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0699
 GK0699                         *CURRENT SURVEY CONTROL
 GK0699  ______________________________________________________________________
 GK0699* NAD 83(1986) POSITION- 36 35 18.     (N) 101 50 04.     (W)   SCALED
 GK0699* NAVD 88 ORTHO HEIGHT -  1039.288 (meters)     3409.73  (feet) ADJUSTED
 GK0699  ______________________________________________________________________
 GK0699  GEOID HEIGHT    -        -25.708 (meters)                     GEOID18
 GK0699  DYNAMIC HEIGHT  -       1038.183 (meters)     3406.11  (feet) COMP
 GK0699  MODELED GRAVITY -    979,532.8   (mgal)                       NAVD 88
 GK0699
 GK0699  VERT ORDER      -  SECOND    CLASS 0
 GK0699
 GK0699.The horizontal coordinates were scaled from a map and have
 GK0699.an estimated accuracy of +/- 6 seconds.
 GK0699
 GK0699.The orthometric height was determined by differential leveling and
 GK0699.adjusted by the NATIONAL GEODETIC SURVEY
 GK0699.in June 1991.
 GK0699
 GK0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0699.GEOID18 height accuracy estimate available here.
 GK0699
 GK0699.Click photographs - Photos may exist for this station.
 GK0699
 GK0699.The dynamic height is computed by dividing the NAVD 88
 GK0699.geopotential number by the normal gravity value computed on the
 GK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0699.degrees latitude (g = 980.6199 gals.).
 GK0699
 GK0699.The modeled gravity was interpolated from observed gravity values.
 GK0699
 GK0699;                    North         East    Units  Estimated Accuracy
 GK0699;SPC OK N     -   183,010.      256,960.      MT  (+/- 180 meters Scaled)
 GK0699
 GK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF464529(NAD 83)
 GK0699
 GK0699                          SUPERSEDED SURVEY CONTROL
 GK0699
 GK0699  NGVD 29 (??/??/92) 1038.811  (m)         3408.17   (f) ADJ UNCH    2 0
 GK0699
 GK0699.Superseded values are not recommended for survey control.
 GK0699
 GK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0699.See file dsdata.pdf to determine how the superseded data were derived.
 GK0699
 GK0699_MARKER: DB = BENCH MARK DISK
 GK0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0699_STAMPING: A 74 1935
 GK0699_MARK LOGO: CGS
 GK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0699+STABILITY: SURFACE MOTION
 GK0699
 GK0699  HISTORY     - Date     Condition        Report By
 GK0699  HISTORY     - 1935     MONUMENTED       CGS
 GK0699  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0699
 GK0699                          STATION DESCRIPTION
 GK0699
 GK0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0699'8.8 MI NW FROM TEXHOMA.
 GK0699'8.8 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0699'TEXAS COUNTY, AT A RIGHT-ANGLE CURVE LEADING WEST, ABOUT 100 FEET
 GK0699'SOUTH OF THE CENTER OF A ROAD CROSSING, 40 FEET EAST OF THE CENTER
 GK0699'LINE OF THE NORTH-AND-SOUTH ROAD, AND 1 FOOT SOUTH OF A POLE.  A
 GK0699'STANDARD DISK, STAMPED A 74 1935 AND SET IN THE TOP OF A CONCRETE
 GK0699'POST.
 GK0699
 GK0699                          STATION RECOVERY (1973)
 GK0699
 GK0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0699'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0721 ***********************************************************************
 GK0721  DESIGNATION -  A 75
 GK0721  PID         -  GK0721
 GK0721  STATE/COUNTY-  OK/TEXAS
 GK0721  COUNTRY     -  US
 GK0721  USGS QUAD   -  EVA (2018)
 GK0721
 GK0721                         *CURRENT SURVEY CONTROL
 GK0721  ______________________________________________________________________
 GK0721* NAD 83(1986) POSITION- 36 46 35.     (N) 101 54 23.     (W)   SCALED
 GK0721* NAVD 88 ORTHO HEIGHT -  1087.301 (meters)     3567.25  (feet) ADJUSTED
 GK0721  ______________________________________________________________________
 GK0721  GEOID HEIGHT    -        -25.242 (meters)                     GEOID18
 GK0721  DYNAMIC HEIGHT  -       1086.157 (meters)     3563.50  (feet) COMP
 GK0721  MODELED GRAVITY -    979,542.7   (mgal)                       NAVD 88
 GK0721
 GK0721  VERT ORDER      -  SECOND    CLASS 0
 GK0721
 GK0721.The horizontal coordinates were scaled from a map and have
 GK0721.an estimated accuracy of +/- 6 seconds.
 GK0721
 GK0721.The orthometric height was determined by differential leveling and
 GK0721.adjusted by the NATIONAL GEODETIC SURVEY
 GK0721.in June 1991.
 GK0721
 GK0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0721.GEOID18 height accuracy estimate available here.
 GK0721
 GK0721.Click photographs - Photos may exist for this station.
 GK0721
 GK0721.The dynamic height is computed by dividing the NAVD 88
 GK0721.geopotential number by the normal gravity value computed on the
 GK0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0721.degrees latitude (g = 980.6199 gals.).
 GK0721
 GK0721.The modeled gravity was interpolated from observed gravity values.
 GK0721
 GK0721;                    North         East    Units  Estimated Accuracy
 GK0721;SPC OK N     -   204,120.      251,360.      MT  (+/- 180 meters Scaled)
 GK0721
 GK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF406740(NAD 83)
 GK0721
 GK0721                          SUPERSEDED SURVEY CONTROL
 GK0721
 GK0721  NGVD 29 (??/??/92) 1086.816  (m)         3565.66   (f) ADJ UNCH    2 0
 GK0721
 GK0721.Superseded values are not recommended for survey control.
 GK0721
 GK0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0721.See file dsdata.pdf to determine how the superseded data were derived.
 GK0721
 GK0721_MARKER: DB = BENCH MARK DISK
 GK0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0721_STAMPING: A 75 1935
 GK0721_MARK LOGO: CGS
 GK0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0721+STABILITY: SURFACE MOTION
 GK0721
 GK0721  HISTORY     - Date     Condition        Report By
 GK0721  HISTORY     - 1935     MONUMENTED       CGS
 GK0721  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0721
 GK0721                          STATION DESCRIPTION
 GK0721
 GK0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0721'1.5 MI S FROM EVA.
 GK0721'1.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0721'200 YARDS WEST OF A FARMHOUSE, AT A ROAD CROSSING, ABOUT 2.5 FEET
 GK0721'SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, ABOUT 75 FEET EAST
 GK0721'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, ABOUT 3 POSTS EAST OF
 GK0721'A FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE. A STANDARD DISK,
 GK0721'STAMPED A 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0721
 GK0721                          STATION RECOVERY (1973)
 GK0721
 GK0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0721'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0774 ***********************************************************************
 GK0774  DESIGNATION -  A 76
 GK0774  PID         -  GK0774
 GK0774  STATE/COUNTY-  OK/TEXAS
 GK0774  COUNTRY     -  US
 GK0774  USGS QUAD   -  HOUGH NW (2018)
 GK0774
 GK0774                         *CURRENT SURVEY CONTROL
 GK0774  ______________________________________________________________________
 GK0774* NAD 83(1986) POSITION- 36 57 42.     (N) 101 37 54.     (W)   SCALED
 GK0774* NAVD 88 ORTHO HEIGHT -  1020.238 (meters)     3347.23  (feet) ADJUSTED
 GK0774  ______________________________________________________________________
 GK0774  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 GK0774  DYNAMIC HEIGHT  -       1019.194 (meters)     3343.81  (feet) COMP
 GK0774  MODELED GRAVITY -    979,573.8   (mgal)                       NAVD 88
 GK0774
 GK0774  VERT ORDER      -  SECOND    CLASS 0
 GK0774
 GK0774.The horizontal coordinates were scaled from a map and have
 GK0774.an estimated accuracy of +/- 6 seconds.
 GK0774
 GK0774.The orthometric height was determined by differential leveling and
 GK0774.adjusted by the NATIONAL GEODETIC SURVEY
 GK0774.in June 1991.
 GK0774
 GK0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0774.GEOID18 height accuracy estimate available here.
 GK0774
 GK0774.Click photographs - Photos may exist for this station.
 GK0774
 GK0774.The dynamic height is computed by dividing the NAVD 88
 GK0774.geopotential number by the normal gravity value computed on the
 GK0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0774.degrees latitude (g = 980.6199 gals.).
 GK0774
 GK0774.The modeled gravity was interpolated from observed gravity values.
 GK0774
 GK0774;                    North         East    Units  Estimated Accuracy
 GK0774;SPC OK N     -   223,710.      276,640.      MT  (+/- 180 meters Scaled)
 GK0774
 GK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF657938(NAD 83)
 GK0774
 GK0774                          SUPERSEDED SURVEY CONTROL
 GK0774
 GK0774  NGVD 29 (??/??/92) 1019.788  (m)         3345.75   (f) ADJ UNCH    2 0
 GK0774
 GK0774.Superseded values are not recommended for survey control.
 GK0774
 GK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0774.See file dsdata.pdf to determine how the superseded data were derived.
 GK0774
 GK0774_MARKER: DB = BENCH MARK DISK
 GK0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0774_STAMPING: A 76 1935
 GK0774_MARK LOGO: CGS
 GK0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0774+STABILITY: SURFACE MOTION
 GK0774
 GK0774  HISTORY     - Date     Condition        Report By
 GK0774  HISTORY     - 1935     MONUMENTED       CGS
 GK0774
 GK0774                          STATION DESCRIPTION
 GK0774
 GK0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0774'9.4 MI NW FROM HOUGH.
 GK0774'9.4 MI. N.W. ALONG HIGHWAY TO ROLLA, KANS. ABOUT 0.2 MI. S. OF TWO
 GK0774'FRAME HOUSES, ABOUT 80 FT. W. OF THE CENTER LINE OF THE HWY.  AND 1
 GK0774'1/2 FT. S. OF A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0219 ***********************************************************************
 FH0219  DESIGNATION -  A 77
 FH0219  PID         -  FH0219
 FH0219  STATE/COUNTY-  OK/SEQUOYAH
 FH0219  COUNTRY     -  US
 FH0219  USGS QUAD   -  FORT SMITH (2017)
 FH0219
 FH0219                         *CURRENT SURVEY CONTROL
 FH0219  ______________________________________________________________________
 FH0219* NAD 83(1986) POSITION- 35 24 01.     (N) 094 26 27.     (W)   SCALED
 FH0219* NAVD 88 ORTHO HEIGHT -   126.439 (meters)      414.83  (feet) ADJUSTED
 FH0219  ______________________________________________________________________
 FH0219  GEOID HEIGHT    -        -30.079 (meters)                     GEOID18
 FH0219  DYNAMIC HEIGHT  -        126.320 (meters)      414.43  (feet) COMP
 FH0219  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 FH0219
 FH0219  VERT ORDER      -  SECOND    CLASS 0
 FH0219
 FH0219.The horizontal coordinates were scaled from a map and have
 FH0219.an estimated accuracy of +/- 6 seconds.
 FH0219
 FH0219.The orthometric height was determined by differential leveling and
 FH0219.adjusted by the NATIONAL GEODETIC SURVEY
 FH0219.in June 1991.
 FH0219
 FH0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0219.GEOID18 height accuracy estimate available here.
 FH0219
 FH0219.Click photographs - Photos may exist for this station.
 FH0219
 FH0219.The dynamic height is computed by dividing the NAVD 88
 FH0219.geopotential number by the normal gravity value computed on the
 FH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0219.degrees latitude (g = 980.6199 gals.).
 FH0219
 FH0219.The modeled gravity was interpolated from observed gravity values.
 FH0219
 FH0219;                    North         East    Units  Estimated Accuracy
 FH0219;SPC OK N     -    50,340.      923,260.      MT  (+/- 180 meters Scaled)
 FH0219
 FH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV691183(NAD 83)
 FH0219
 FH0219                          SUPERSEDED SURVEY CONTROL
 FH0219
 FH0219  NGVD 29 (??/??/92)  126.350  (m)          414.53   (f) ADJ UNCH    2 0
 FH0219
 FH0219.Superseded values are not recommended for survey control.
 FH0219
 FH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0219.See file dsdata.pdf to determine how the superseded data were derived.
 FH0219
 FH0219_MARKER: DB = BENCH MARK DISK
 FH0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0219_STAMPING: A 77 1940
 FH0219_MARK LOGO: CGS
 FH0219_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0219+STABILITY: SURFACE MOTION
 FH0219
 FH0219  HISTORY     - Date     Condition        Report By
 FH0219  HISTORY     - 1940     MONUMENTED       CGS
 FH0219  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0219  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FH0219
 FH0219                          STATION DESCRIPTION
 FH0219
 FH0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0219'0.9 MI NW FROM MOFFETT.
 FH0219'0.9 MILE NORTHWEST OF MOFFETT SCHOOL BUILDING IN MOFFETT, BENCH
 FH0219'MARK IS 0.3 MILE NORTH OF INTERSECTION OF AIRPORT ROAD U.S.
 FH0219'HIGHWAY NO. 64, ALONG MISSOURI PACIFIC RR, 99 FEET EAST OF
 FH0219'SOUTHEAST CORNER OF AIRPORT HANGER, 40 FEET WEST OF CENTER LINE
 FH0219'OF TRACK, 35 FEET EAST OF CENTER LINE OF AIRPORT ROAD, 3 FEET NORTH
 FH0219'OF MILE POST NO. 507, IN LINE OF TELEGRAPH POLES, 2.6 FEET SOUTH OF
 FH0219'4 X 4 INCH WOOD POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT
 FH0219'PROJECTS 0.5 FOOT.
 FH0219
 FH0219                          STATION RECOVERY (1959)
 FH0219
 FH0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0219'MARK NOT FOUND.
 FH0219
 FH0219                          STATION RECOVERY (1984)
 FH0219
 FH0219'RECOVERY NOTE BY US POWER SQUADRON 1984 (WEK)
 FH0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0542 ***********************************************************************
 FH0542  DESIGNATION -  A 79
 FH0542  PID         -  FH0542
 FH0542  STATE/COUNTY-  OK/MUSKOGEE
 FH0542  COUNTRY     -  US
 FH0542  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0542
 FH0542                         *CURRENT SURVEY CONTROL
 FH0542  ______________________________________________________________________
 FH0542* NAD 83(1986) POSITION- 35 47 02.51   (N) 095 27 46.30   (W)   HD_HELD1
 FH0542* NAVD 88 ORTHO HEIGHT -   161.336 (meters)      529.32  (feet) ADJUSTED
 FH0542  ______________________________________________________________________
 FH0542  GEOID HEIGHT    -        -29.447 (meters)                     GEOID18
 FH0542  DYNAMIC HEIGHT  -        161.190 (meters)      528.84  (feet) COMP
 FH0542  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 FH0542
 FH0542  VERT ORDER      -  SECOND    CLASS 0
 FH0542
 FH0542.The horizontal coordinates were determined by differentially corrected
 FH0542.hand held GPS observations or other comparable positioning techniques
 FH0542.and have an estimated accuracy of +/- 3 meters.
 FH0542
 FH0542.The orthometric height was determined by differential leveling and
 FH0542.adjusted by the NATIONAL GEODETIC SURVEY
 FH0542.in June 1991.
 FH0542
 FH0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0542.GEOID18 height accuracy estimate available here.
 FH0542
 FH0542.Click photographs - Photos may exist for this station.
 FH0542
 FH0542.The dynamic height is computed by dividing the NAVD 88
 FH0542.geopotential number by the normal gravity value computed on the
 FH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0542.degrees latitude (g = 980.6199 gals.).
 FH0542
 FH0542.The modeled gravity was interpolated from observed gravity values.
 FH0542
 FH0542;                    North         East    Units  Estimated Accuracy
 FH0542;SPC OK N     -    89,987.1     829,346.4     MT  (+/- 3 meters HH1 GPS) 
 FH0542
 FH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7740262793(NAD 83)
 FH0542
 FH0542                          SUPERSEDED SURVEY CONTROL
 FH0542
 FH0542  NGVD 29 (??/??/92)  161.222  (m)          528.94   (f) ADJ UNCH    2 0
 FH0542
 FH0542.Superseded values are not recommended for survey control.
 FH0542
 FH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0542.See file dsdata.pdf to determine how the superseded data were derived.
 FH0542
 FH0542_MARKER: DB = BENCH MARK DISK
 FH0542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0542_SP_SET: CULVERT HEADWALL
 FH0542_STAMPING: A 79 1940
 FH0542_MARK LOGO: CGS
 FH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0542+STABILITY: SURFACE MOTION
 FH0542
 FH0542  HISTORY     - Date     Condition        Report By
 FH0542  HISTORY     - 1940     MONUMENTED       CGS
 FH0542  HISTORY     - 1960     GOOD             CGS
 FH0542  HISTORY     - 20210122 GOOD             GEOCAC
 FH0542
 FH0542                          STATION DESCRIPTION
 FH0542
 FH0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0542'8.5 MI W FROM MUSKOGEE.
 FH0542'REACHED FOR THE JUNCTION OF U.S. 62 AND U.S. 62 BUSINESS ROUTE,
 FH0542'AT THE NORTH EDGE OF MUSKOGEE, BY GOING NORTH FOR 1.0 MILE
 FH0542'TO CROSSROADS, TURN LEFT AND GO WEST FOR 6.0 TO MARK ON CULVERT
 FH0542'ON RIGHT.  THIS IS ABOUT 0.1 MILE EAST OF CROSSROADS.
 FH0542
 FH0542                          STATION RECOVERY (2021)
 FH0542
 FH0542'RECOVERY NOTE BY GEOCACHING 2021
 FH0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0186 ***********************************************************************
 FJ0186  DESIGNATION -  A 8
 FJ0186  PID         -  FJ0186
 FJ0186  STATE/COUNTY-  OK/LINCOLN
 FJ0186  COUNTRY     -  US
 FJ0186  USGS QUAD   -  ARLINGTON (2018)
 FJ0186
 FJ0186                         *CURRENT SURVEY CONTROL
 FJ0186  ______________________________________________________________________
 FJ0186* NAD 83(1986) POSITION- 35 32 50.     (N) 096 44 18.     (W)   SCALED
 FJ0186* NAVD 88 ORTHO HEIGHT -   252.787 (meters)      829.35  (feet) ADJUSTED
 FJ0186  ______________________________________________________________________
 FJ0186  GEOID HEIGHT    -        -27.846 (meters)                     GEOID18
 FJ0186  DYNAMIC HEIGHT  -        252.549 (meters)      828.57  (feet) COMP
 FJ0186  MODELED GRAVITY -    979,689.0   (mgal)                       NAVD 88
 FJ0186
 FJ0186  VERT ORDER      -  FIRST     CLASS II
 FJ0186
 FJ0186.The horizontal coordinates were scaled from a map and have
 FJ0186.an estimated accuracy of +/- 6 seconds.
 FJ0186
 FJ0186.The orthometric height was determined by differential leveling and
 FJ0186.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0186.in June 1991.
 FJ0186
 FJ0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0186.GEOID18 height accuracy estimate available here.
 FJ0186
 FJ0186.Click photographs - Photos may exist for this station.
 FJ0186
 FJ0186.The dynamic height is computed by dividing the NAVD 88
 FJ0186.geopotential number by the normal gravity value computed on the
 FJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0186.degrees latitude (g = 980.6199 gals.).
 FJ0186
 FJ0186.The modeled gravity was interpolated from observed gravity values.
 FJ0186
 FJ0186;                    North         East    Units  Estimated Accuracy
 FJ0186;SPC OK N     -    61,460.      714,400.      MT  (+/- 180 meters Scaled)
 FJ0186
 FJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE050360(NAD 83)
 FJ0186
 FJ0186                          SUPERSEDED SURVEY CONTROL
 FJ0186
 FJ0186  NGVD 29 (??/??/92)  252.698  (m)          829.06   (f) ADJ UNCH    1 2
 FJ0186
 FJ0186.Superseded values are not recommended for survey control.
 FJ0186
 FJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0186.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0186
 FJ0186_MARKER: DB = BENCH MARK DISK
 FJ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0186_STAMPING: A 8 1933
 FJ0186_MARK LOGO: CGS
 FJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0186+STABILITY: SURFACE MOTION
 FJ0186
 FJ0186  HISTORY     - Date     Condition        Report By
 FJ0186  HISTORY     - 1933     MONUMENTED       CGS
 FJ0186  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0186
 FJ0186                          STATION DESCRIPTION
 FJ0186
 FJ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0186'5.8 MI NW FROM PRAGUE.
 FJ0186'5 3/4 MILES NW OF PRAGUE.  ON FT. S. AND W. R.R. AT MP 164/14.
 FJ0186'150 FEET SE. OF WILZETTA STATION AND 40 FEET N. OF TRACK AT FENCE
 FJ0186'LINE.  25 FEET N. OF SECTION 24 SECTION HOUSE.
 FJ0186
 FJ0186                          STATION RECOVERY (1973)
 FJ0186
 FJ0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0344 ***********************************************************************
 GL0344  DESIGNATION -  A 80
 GL0344  PID         -  GL0344
 GL0344  STATE/COUNTY-  OK/CIMARRON
 GL0344  COUNTRY     -  US
 GL0344  USGS QUAD   -  FELT NE (2018)
 GL0344
 GL0344                         *CURRENT SURVEY CONTROL
 GL0344  ______________________________________________________________________
 GL0344* NAD 83(1986) POSITION- 36 43 10.     (N) 102 51 31.     (W)   SCALED
 GL0344* NAVD 88 ORTHO HEIGHT -  1405.238 (meters)     4610.35  (feet) ADJUSTED
 GL0344  ______________________________________________________________________
 GL0344  GEOID HEIGHT    -        -22.837 (meters)                     GEOID18
 GL0344  DYNAMIC HEIGHT  -       1403.649 (meters)     4605.14  (feet) COMP
 GL0344  MODELED GRAVITY -    979,451.2   (mgal)                       NAVD 88
 GL0344
 GL0344  VERT ORDER      -  SECOND    CLASS 0
 GL0344
 GL0344.The horizontal coordinates were scaled from a map and have
 GL0344.an estimated accuracy of +/- 6 seconds.
 GL0344
 GL0344.The orthometric height was determined by differential leveling and
 GL0344.adjusted by the NATIONAL GEODETIC SURVEY
 GL0344.in June 1991.
 GL0344
 GL0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0344.GEOID18 height accuracy estimate available here.
 GL0344
 GL0344.Click photographs - Photos may exist for this station.
 GL0344
 GL0344.The dynamic height is computed by dividing the NAVD 88
 GL0344.geopotential number by the normal gravity value computed on the
 GL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0344.degrees latitude (g = 980.6199 gals.).
 GL0344
 GL0344.The modeled gravity was interpolated from observed gravity values.
 GL0344
 GL0344;                    North         East    Units  Estimated Accuracy
 GL0344;SPC OK N     -   201,640.      166,130.      MT  (+/- 180 meters Scaled)
 GL0344
 GL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA912658(NAD 83)
 GL0344
 GL0344                          SUPERSEDED SURVEY CONTROL
 GL0344
 GL0344  NGVD 29 (??/??/92) 1404.571  (m)         4608.16   (f) ADJ UNCH    2 0
 GL0344
 GL0344.Superseded values are not recommended for survey control.
 GL0344
 GL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0344.See file dsdata.pdf to determine how the superseded data were derived.
 GL0344
 GL0344_MARKER: DB = BENCH MARK DISK
 GL0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0344_STAMPING: A 80 1941
 GL0344_MARK LOGO: CGS
 GL0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0344+STABILITY: SURFACE MOTION
 GL0344
 GL0344  HISTORY     - Date     Condition        Report By
 GL0344  HISTORY     - 1941     MONUMENTED       CGS
 GL0344  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0344
 GL0344                          STATION DESCRIPTION
 GL0344
 GL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0344'2.0 MI E FROM WHEELESS.
 GL0344'TO REACH BENCH MARK FROM THE POST OFFICE AT WHEELESS, PROCEED EAST ON
 GL0344'GRADED ROAD, GO 2.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS AT A
 GL0344'CROSS ROADS.  75.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 GL0344'ROAD.  54.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 GL0344'THE EAST-WEST ROAD.  3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST.
 GL0344'THE MONUMENT PROJECTS 0.5 FOOT.
 GL0344
 GL0344                          STATION RECOVERY (1966)
 GL0344
 GL0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0431 ***********************************************************************
 EL0431  DESIGNATION -  A 81
 EL0431  PID         -  EL0431
 EL0431  STATE/COUNTY-  OK/CARTER
 EL0431  COUNTRY     -  US
 EL0431  USGS QUAD   -  GENE AUTRY (2018)
 EL0431
 EL0431                         *CURRENT SURVEY CONTROL
 EL0431  ______________________________________________________________________
 EL0431* NAD 83(2011) POSITION- 34 17 59.77621(N) 097 02 17.79693(W)   NO CHECK
 EL0431* NAD 83(2011) ELLIP HT-   206.811 (meters)        (01/04/13)   NO CHECK
 EL0431* NAD 83(2011) EPOCH   -  2010.00
 EL0431* NAVD 88 ORTHO HEIGHT -   232.441 (meters)      762.60  (feet) ADJUSTED
 EL0431  ______________________________________________________________________
 EL0431  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 EL0431  NAD 83(2011) X  -   -646,328.040 (meters)                     COMP
 EL0431  NAD 83(2011) Y  - -5,235,004.546 (meters)                     COMP
 EL0431  NAD 83(2011) Z  -  3,574,096.889 (meters)                     COMP
 EL0431  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 EL0431  DYNAMIC HEIGHT  -        232.206 (meters)      761.83  (feet) COMP
 EL0431  MODELED GRAVITY -    979,618.5   (mgal)                       NAVD 88
 EL0431
 EL0431  VERT ORDER      -  SECOND    CLASS 0
 EL0431
 EL0431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0431  Standards:
 EL0431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0431  -------------------------------------------------------------------
 EL0431  NETWORK    2.03   5.12           0.89   0.76   2.61     -0.00016454
 EL0431  -------------------------------------------------------------------
 EL0431  Click here for local accuracies and other accuracy information.
 EL0431
 EL0431.The horizontal coordinates were established by GPS observations
 EL0431.and adjusted by the National Geodetic Survey in January 2013.
 EL0431
 EL0431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0431.been affixed to the stable North American tectonic plate. See 
 EL0431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0431
 EL0431.The horizontal coordinates are valid at the epoch date displayed above
 EL0431.which is a decimal equivalence of Year/Month/Day.
 EL0431
 EL0431.No horizontal observational check was made to the station.
 EL0431
 EL0431.The orthometric height was determined by differential leveling and
 EL0431.adjusted by the NATIONAL GEODETIC SURVEY
 EL0431.in June 1991.
 EL0431
 EL0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0431.GEOID18 height accuracy estimate available here.
 EL0431
 EL0431.Click photographs - Photos may exist for this station.
 EL0431
 EL0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0431
 EL0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0431
 EL0431.The ellipsoidal height was determined by GPS observations
 EL0431.and is referenced to NAD 83.
 EL0431
 EL0431.The dynamic height is computed by dividing the NAVD 88
 EL0431.geopotential number by the normal gravity value computed on the
 EL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0431.degrees latitude (g = 980.6199 gals.).
 EL0431
 EL0431.The modeled gravity was interpolated from observed gravity values.
 EL0431
 EL0431. The following values were computed from the NAD 83(2011) position.
 EL0431
 EL0431;                    North         East     Units Scale Factor Converg.
 EL0431;SPC OK S     -   107,640.561   688,529.158   MT  0.99994818   +0 32 45.2
 EL0431;SPC OK S     -   353,150.74  2,258,949.41   sFT  0.99994818   +0 32 45.2
 EL0431;UTM  14      - 3,797,155.352   680,534.639   MT  1.00000177   +1 06 20.8
 EL0431
 EL0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0431!SPC OK S     -   0.99996754  x   0.99994818  =   0.99991572
 EL0431!UTM  14      -   0.99996754  x   1.00000177  =   0.99996931
 EL0431
 EL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8053497155(NAD 83)
 EL0431
 EL0431                          SUPERSEDED SURVEY CONTROL
 EL0431
 EL0431  NAD 83(2007)-  34 17 59.77625(N)    097 02 17.79755(W) AD(2002.00) 1
 EL0431  ELLIP H (05/16/12)  206.805  (m)                       GP(2002.00) 4 1
 EL0431  NAD 83(1993)-  34 17 59.77060(N)    097 02 17.79046(W) AD(       ) 2
 EL0431  ELLIP H (11/28/94)  207.100  (m)                       GP(       ) 5 1
 EL0431  NAD 83(1986)-  34 17 59.77194(N)    097 02 17.77897(W) AD(       ) 2
 EL0431  NAVD 88             232.44   (m)          762.6    (f) LEVELING    3  
 EL0431  NGVD 29 (??/??/92)  232.390  (m)          762.43   (f) ADJ UNCH    2 0
 EL0431  NGVD 29 (11/30/89)  232.     (m)  RAPSU86  model used  GPS OBS        
 EL0431
 EL0431.Superseded values are not recommended for survey control.
 EL0431
 EL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0431.See file dsdata.pdf to determine how the superseded data were derived.
 EL0431
 EL0431_MARKER: DB = BENCH MARK DISK
 EL0431_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0431_SP_SET: HEADWALL
 EL0431_STAMPING: A 81 1945
 EL0431_MARK LOGO: CGS
 EL0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0431+STABILITY: SURFACE MOTION
 EL0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0431+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2011
 EL0431
 EL0431  HISTORY     - Date     Condition        Report By
 EL0431  HISTORY     - 1945     MONUMENTED       CGS
 EL0431  HISTORY     - 19890301 GOOD             NGS
 EL0431  HISTORY     - 20010220 GOOD             INDIV
 EL0431  HISTORY     - 20030625 GOOD             ALMLS
 EL0431  HISTORY     - 20090126 GOOD             AIRDAT
 EL0431  HISTORY     - 20111220 GOOD             AIRDAT
 EL0431  HISTORY     - 20240130 MARK NOT FOUND   OKDOT
 EL0431
 EL0431                          STATION DESCRIPTION
 EL0431
 EL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0431'1.1 MI N FROM GENE AUTRY.
 EL0431'ABOUT 1.1 MILES NORTH ALONG GRAVELED ROAD FROM THE POST OFFICE
 EL0431'AT GENE AUTRY, 118.0 FEET NORTHWEST OF GATEHOUSE NO. 2-214 AT
 EL0431'THE WEST AND MAIN GATE TO ARDMORE ARMY AIR FIELD, 33.0 FEET
 EL0431'NORTH OF THE CENTER LINE OF ASPHALT ROAD AND 38.0 FEET WEST OF
 EL0431'THE CENTER LINE OF GRAVELED ROAD.  AN IRON DISK STAMPED A 81
 EL0431'1945 SET IN A DRILL HOLE ON TOP OF THE EAST END OF THE NORTH
 EL0431'CONCRETE HEADWALL OF A TUBE CULVERT.
 EL0431
 EL0431                          STATION RECOVERY (1989)
 EL0431
 EL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EL0431'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 EL0431'FOLLOWS.
 EL0431'THE STATION IS LOCATED ABOUT 23.6 KM (14.65 MI) SOUTHEAST OF DAVIS,
 EL0431'19.5 KM (12.10 MI) NORTHWEST OF MANNSVILLE, AND 16.7 KM (10.40 MI)
 EL0431'NORTHEAST OF ARDMORE.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EL0431'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER, GO SOUTH ON
 EL0431'U.S. HIGHWAY 77 FOR 1.0 KM (0.60 MI) TO A PAVED CROSSROAD.  TURN LEFT
 EL0431'AND GO EAST ON STATE HIGHWAY 53 FOR 9.8 KM (6.10 MI) TO THE STATION ON
 EL0431'THE LEFT JUST BEFORE TURNING SOUTH ON THE HIGHWAY AT THE ENTRANCE TO
 EL0431'THE ARDMORE INDUSTRIAL AIRPARK.
 EL0431'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF THE EAST END OF
 EL0431'THE NORTH HEADWALL OF A 1.2 BY 1.2 METER CONCRETE BOX CULVERT UNDER
 EL0431'THE HIGHWAY AND IS FLUSH WITH THE GROUND.  LOCATED 10.7 M (35.1 FT)
 EL0431'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.6 M (34.8 FT) WEST OF THE
 EL0431'CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 EL0431'HEADWALL, AND 1.2 M (3.9 FT) EAST OF A CARSONITE WITNESS POST.
 EL0431'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EL0431
 EL0431                          STATION RECOVERY (2001)
 EL0431
 EL0431'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DLH)
 EL0431'RECOVERED IN GOOD CONDITION.
 EL0431
 EL0431                          STATION RECOVERY (2003)
 EL0431
 EL0431'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL0431'REVOVERED AS DESCRIBED.
 EL0431
 EL0431                          STATION RECOVERY (2009)
 EL0431
 EL0431'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 EL0431'RECOVERED IN GOOD CONDITION.
 EL0431
 EL0431                          STATION RECOVERY (2011)
 EL0431
 EL0431'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 EL0431'RECOVERED AS DESCRIBED.
 EL0431
 EL0431                          STATION RECOVERY (2024)
 EL0431
 EL0431'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (CP)
 EL0431'MARK NOT RECOVERED. APPEARS TO HAVE BEEN DESTROYED DURING REDESIGN OF
 EL0431'THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0264 ***********************************************************************
 FJ0264  DESIGNATION -  A 9
 FJ0264  PID         -  FJ0264
 FJ0264  STATE/COUNTY-  OK/OKLAHOMA
 FJ0264  COUNTRY     -  US
 FJ0264  USGS QUAD   -  LUTHER (2018)
 FJ0264
 FJ0264                         *CURRENT SURVEY CONTROL
 FJ0264  ______________________________________________________________________
 FJ0264* NAD 83(1986) POSITION- 35 38 15.     (N) 097 12 49.     (W)   SCALED
 FJ0264* NAVD 88 ORTHO HEIGHT -   280.735 (meters)      921.04  (feet) ADJUSTED
 FJ0264  ______________________________________________________________________
 FJ0264  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 FJ0264  DYNAMIC HEIGHT  -        280.474 (meters)      920.19  (feet) COMP
 FJ0264  MODELED GRAVITY -    979,694.5   (mgal)                       NAVD 88
 FJ0264
 FJ0264  VERT ORDER      -  FIRST     CLASS II
 FJ0264
 FJ0264.The horizontal coordinates were scaled from a map and have
 FJ0264.an estimated accuracy of +/- 6 seconds.
 FJ0264
 FJ0264.The orthometric height was determined by differential leveling and
 FJ0264.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0264.in August 1994.
 FJ0264
 FJ0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0264.GEOID18 height accuracy estimate available here.
 FJ0264
 FJ0264.Click photographs - Photos may exist for this station.
 FJ0264
 FJ0264.The dynamic height is computed by dividing the NAVD 88
 FJ0264.geopotential number by the normal gravity value computed on the
 FJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0264.degrees latitude (g = 980.6199 gals.).
 FJ0264
 FJ0264.The modeled gravity was interpolated from observed gravity values.
 FJ0264
 FJ0264;                    North         East    Units  Estimated Accuracy
 FJ0264;SPC OK N     -    71,020.      671,230.      MT  (+/- 180 meters Scaled)
 FJ0264
 FJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE617452(NAD 83)
 FJ0264
 FJ0264                          SUPERSEDED SURVEY CONTROL
 FJ0264
 FJ0264  NAVD 88 (06/15/91)  280.768  (m)          921.15   (f) SUPERSEDED  1 2
 FJ0264  NGVD 29 (??/??/92)  280.667  (m)          920.82   (f) ADJ UNCH    1 2
 FJ0264
 FJ0264.Superseded values are not recommended for survey control.
 FJ0264
 FJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0264.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0264
 FJ0264_MARKER: DB = BENCH MARK DISK
 FJ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0264_STAMPING: A 9 1933
 FJ0264_MARK LOGO: CGS
 FJ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0264+STABILITY: SURFACE MOTION
 FJ0264
 FJ0264  HISTORY     - Date     Condition        Report By
 FJ0264  HISTORY     - 1933     MONUMENTED       CGS
 FJ0264  HISTORY     - 1934     GOOD             CGS
 FJ0264  HISTORY     - 20100413 MARK NOT FOUND   COOPWD
 FJ0264
 FJ0264                          STATION DESCRIPTION
 FJ0264
 FJ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0264'2 MI SW FROM LUTHER.
 FJ0264'2 MILES SW. OF LUTHER.  ON S.L.-S.F. R.R. AT MP 516/25.  50
 FJ0264'FEET E. OF TRACK AND 45 FEET S. OF HIGHWAY CROSSING AND CONCRETE
 FJ0264'BRIDGE OVER DRAINAGE DITCH.
 FJ0264
 FJ0264                          STATION RECOVERY (1934)
 FJ0264
 FJ0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0264'RECOVERED IN GOOD CONDITION.
 FJ0264
 FJ0264                          STATION RECOVERY (2010)
 FJ0264
 FJ0264'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2010 (CJM)
 FJ0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0472 ***********************************************************************
 EM0472  DESIGNATION -  A 96
 EM0472  PID         -  EM0472
 EM0472  STATE/COUNTY-  OK/HARMON
 EM0472  COUNTRY     -  US
 EM0472  USGS QUAD   -  MADGE (2018)
 EM0472
 EM0472                         *CURRENT SURVEY CONTROL
 EM0472  ______________________________________________________________________
 EM0472* NAD 83(1986) POSITION- 34 54 00.     (N) 099 58 54.     (W)   SCALED
 EM0472* NAVD 88 ORTHO HEIGHT -   556.108 (meters)     1824.50  (feet) POSTED
 EM0472  ______________________________________________________________________
 EM0472  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 EM0472  DYNAMIC HEIGHT  -        555.49  (meters)     1822.5   (feet) COMP
 EM0472  MODELED GRAVITY -    979,513.4   (mgal)                       NAVD 88
 EM0472
 EM0472  VERT ORDER      -  * POSTED, SEE BELOW
 EM0472
 EM0472.The horizontal coordinates were scaled from a map and have
 EM0472.an estimated accuracy of +/- 6 seconds.
 EM0472
 EM0472.The orthometric height was determined by differential leveling
 EM0472.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0472
 EM0472.* This is a POSTED BENCH MARK height.
 EM0472
 EM0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0472.GEOID18 height accuracy estimate available here.
 EM0472
 EM0472.Click photographs - Photos may exist for this station.
 EM0472
 EM0472.The dynamic height is computed by dividing the NAVD 88
 EM0472.geopotential number by the normal gravity value computed on the
 EM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0472.degrees latitude (g = 980.6199 gals.).
 EM0472
 EM0472.The modeled gravity was interpolated from observed gravity values.
 EM0472
 EM0472;                    North         East    Units  Estimated Accuracy
 EM0472;SPC OK S     -   175,560.      418,900.      MT  (+/- 180 meters Scaled)
 EM0472
 EM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD103623(NAD 83)
 EM0472
 EM0472                          SUPERSEDED SURVEY CONTROL
 EM0472
 EM0472  NGVD 29 (??/??/92)  555.826  (m)         1823.57   (f) ADJ UNCH    2 0
 EM0472
 EM0472.Superseded values are not recommended for survey control.
 EM0472
 EM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0472.See file dsdata.pdf to determine how the superseded data were derived.
 EM0472
 EM0472_MARKER: DB = BENCH MARK DISK
 EM0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0472_SP_SET: BRIDGE
 EM0472_STAMPING: A 96 1934
 EM0472_MARK LOGO: CGS
 EM0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0472
 EM0472  HISTORY     - Date     Condition        Report By
 EM0472  HISTORY     - 1934     MONUMENTED       CGS
 EM0472  HISTORY     - 1963     GOOD             CGS
 EM0472  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0472
 EM0472                          STATION DESCRIPTION
 EM0472
 EM0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0472'6.9 MI W FROM VINSON.
 EM0472'6.9 MI. W. OF VINSON ALONG STATE NO. 9 SET ON S. END OF E. ABUTMENT OF
 EM0472'100 FT. CONC. BRIDGE, AND 18 FT. S. OF CENTER LINE OF HWY.
 EM0472
 EM0472                          STATION RECOVERY (1963)
 EM0472
 EM0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0472'RECOVERED IN GOOD CONDITION.
 EM0472
 EM0472                          STATION RECOVERY (2018)
 EM0472
 EM0472'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0227 ***********************************************************************
 EM0227  DESIGNATION -  A 97
 EM0227  PID         -  EM0227
 EM0227  STATE/COUNTY-  OK/JACKSON
 EM0227  COUNTRY     -  US
 EM0227  USGS QUAD   -  HEADRICK (2018)
 EM0227
 EM0227                         *CURRENT SURVEY CONTROL
 EM0227  ______________________________________________________________________
 EM0227* NAD 83(1986) POSITION- 34 37 50.     (N) 099 12 43.     (W)   SCALED
 EM0227* NAVD 88 ORTHO HEIGHT -   401.723 (meters)     1317.99  (feet) ADJUSTED
 EM0227  ______________________________________________________________________
 EM0227  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 EM0227  DYNAMIC HEIGHT  -        401.299 (meters)     1316.60  (feet) COMP
 EM0227  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 EM0227
 EM0227  VERT ORDER      -  SECOND    CLASS 0
 EM0227
 EM0227.The horizontal coordinates were scaled from a map and have
 EM0227.an estimated accuracy of +/- 6 seconds.
 EM0227
 EM0227.The orthometric height was determined by differential leveling and
 EM0227.adjusted by the NATIONAL GEODETIC SURVEY
 EM0227.in June 1991.
 EM0227
 EM0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0227.GEOID18 height accuracy estimate available here.
 EM0227
 EM0227.Click photographs - Photos may exist for this station.
 EM0227
 EM0227.The dynamic height is computed by dividing the NAVD 88
 EM0227.geopotential number by the normal gravity value computed on the
 EM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0227.degrees latitude (g = 980.6199 gals.).
 EM0227
 EM0227.The modeled gravity was interpolated from observed gravity values.
 EM0227
 EM0227;                    North         East    Units  Estimated Accuracy
 EM0227;SPC OK S     -   144,560.      488,880.      MT  (+/- 180 meters Scaled)
 EM0227
 EM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD805320(NAD 83)
 EM0227
 EM0227                          SUPERSEDED SURVEY CONTROL
 EM0227
 EM0227  NGVD 29 (??/??/92)  401.551  (m)         1317.42   (f) ADJ UNCH    2 0
 EM0227
 EM0227.Superseded values are not recommended for survey control.
 EM0227
 EM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0227.See file dsdata.pdf to determine how the superseded data were derived.
 EM0227
 EM0227_MARKER: DB = BENCH MARK DISK
 EM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0227_STAMPING: A 97 1934
 EM0227_MARK LOGO: CGS
 EM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0227+STABILITY: SURFACE MOTION
 EM0227
 EM0227  HISTORY     - Date     Condition        Report By
 EM0227  HISTORY     - 1934     MONUMENTED       CGS
 EM0227  HISTORY     - 1963     GOOD             USGS
 EM0227
 EM0227                          STATION DESCRIPTION
 EM0227
 EM0227'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EM0227'7.5 MI SE FROM ALTUS.
 EM0227'ALTUS, 0.5 MILE SOUTH AND 7.0 MILES EAST OF.  T. 2 N., R. 19 W., NEAR
 EM0227'1/4 COR. BETWEEN SECS. 20 AND 21.  52 FT. SOUTH, 32 FT. WEST AND 5.8
 EM0227'FT. BELOW INTERSECTION OF ROAD AND R.R. TRACKS. 2 FT. EAST OF FENCE
 EM0227'CORNER.  IN CONC. POST PROJECTING 0.2 FT.  STANDARD DISK STAMPED A 97
 EM0227'1934 PAINTED BM 1317.4.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0309 ***********************************************************************
 EK0309  DESIGNATION -  A 99
 EK0309  PID         -  EK0309
 EK0309  STATE/COUNTY-  OK/MCCURTAIN
 EK0309  COUNTRY     -  US
 EK0309  USGS QUAD   -  BETHEL (2018)
 EK0309
 EK0309                         *CURRENT SURVEY CONTROL
 EK0309  ______________________________________________________________________
 EK0309* NAD 83(1986) POSITION- 34 21 00.     (N) 094 49 31.     (W)   SCALED
 EK0309* NAVD 88 ORTHO HEIGHT -   271.691 (meters)      891.37  (feet) ADJUSTED
 EK0309  ______________________________________________________________________
 EK0309  GEOID HEIGHT    -        -30.448 (meters)                     GEOID18
 EK0309  DYNAMIC HEIGHT  -        271.395 (meters)      890.40  (feet) COMP
 EK0309  MODELED GRAVITY -    979,538.6   (mgal)                       NAVD 88
 EK0309
 EK0309  VERT ORDER      -  SECOND    CLASS 0
 EK0309
 EK0309.The horizontal coordinates were scaled from a map and have
 EK0309.an estimated accuracy of +/- 6 seconds.
 EK0309
 EK0309.The orthometric height was determined by differential leveling and
 EK0309.adjusted by the NATIONAL GEODETIC SURVEY
 EK0309.in June 1991.
 EK0309
 EK0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0309.GEOID18 height accuracy estimate available here.
 EK0309
 EK0309.Click photographs - Photos may exist for this station.
 EK0309
 EK0309.The dynamic height is computed by dividing the NAVD 88
 EK0309.geopotential number by the normal gravity value computed on the
 EK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0309.degrees latitude (g = 980.6199 gals.).
 EK0309
 EK0309.The modeled gravity was interpolated from observed gravity values.
 EK0309
 EK0309;                    North         East    Units  Estimated Accuracy
 EK0309;SPC OK S     -   117,360.      892,020.      MT  (+/- 180 meters Scaled)
 EK0309
 EK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU321024(NAD 83)
 EK0309
 EK0309                          SUPERSEDED SURVEY CONTROL
 EK0309
 EK0309  NGVD 29 (??/??/92)  271.632  (m)          891.18   (f) ADJ UNCH    2 0
 EK0309
 EK0309.Superseded values are not recommended for survey control.
 EK0309
 EK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0309.See file dsdata.pdf to determine how the superseded data were derived.
 EK0309
 EK0309_MARKER: DB = BENCH MARK DISK
 EK0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0309_SP_SET: CULVERT HEADWALL
 EK0309_STAMPING: A 99 1960
 EK0309_MARK LOGO: CGS
 EK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0309+STABILITY: SURFACE MOTION
 EK0309
 EK0309  HISTORY     - Date     Condition        Report By
 EK0309  HISTORY     - 1960     MONUMENTED       CGS
 EK0309
 EK0309                          STATION DESCRIPTION
 EK0309
 EK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0309'1 MI SE FROM BETHEL.
 EK0309'ABOUT 1.05 MILES SOUTHEAST ALONG A GRAVELED ROAD, FORMERLY STATE
 EK0309'HIGHWAY 21, FROM THE POST OFFICE AT BETHEL, IN SECTION 30, R 24 E,
 EK0309'T 2 S, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 EK0309'HEADWALL OF A CULVERT, 11 FEET NORTHEAST OF THE CENTER LINE OF
 EK0309'THE ROAD, 114 FEET SOUTHEAST AND ACROSS THE ROAD FROM A POWER
 EK0309'POLE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0581 ***********************************************************************
 EK0581  DESIGNATION -  AA
 EK0581  PID         -  EK0581
 EK0581  STATE/COUNTY-  OK/PUSHMATAHA
 EK0581  COUNTRY     -  US
 EK0581  USGS QUAD   -  ANTLERS EAST (2019)
 EK0581
 EK0581                         *CURRENT SURVEY CONTROL
 EK0581  ______________________________________________________________________
 EK0581* NAD 83(1986) POSITION- 34 12 53.     (N) 095 33 59.     (W)   SCALED
 EK0581* NAVD 88 ORTHO HEIGHT -   164.514 (meters)      539.74  (feet) ADJUSTED
 EK0581  ______________________________________________________________________
 EK0581  GEOID HEIGHT    -        -30.153 (meters)                     GEOID18
 EK0581  DYNAMIC HEIGHT  -        164.336 (meters)      539.16  (feet) COMP
 EK0581  MODELED GRAVITY -    979,548.9   (mgal)                       NAVD 88
 EK0581
 EK0581  VERT ORDER      -  SECOND    CLASS 0
 EK0581
 EK0581.The horizontal coordinates were scaled from a map and have
 EK0581.an estimated accuracy of +/- 6 seconds.
 EK0581
 EK0581.The orthometric height was determined by differential leveling and
 EK0581.adjusted by the NATIONAL GEODETIC SURVEY
 EK0581.in June 1991.
 EK0581
 EK0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0581.GEOID18 height accuracy estimate available here.
 EK0581
 EK0581.Click photographs - Photos may exist for this station.
 EK0581
 EK0581.The dynamic height is computed by dividing the NAVD 88
 EK0581.geopotential number by the normal gravity value computed on the
 EK0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0581.degrees latitude (g = 980.6199 gals.).
 EK0581
 EK0581.The modeled gravity was interpolated from observed gravity values.
 EK0581
 EK0581;                    North         East    Units  Estimated Accuracy
 EK0581;SPC OK S     -   100,470.      824,230.      MT  (+/- 180 meters Scaled)
 EK0581
 EK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT635889(NAD 83)
 EK0581
 EK0581                          SUPERSEDED SURVEY CONTROL
 EK0581
 EK0581  NGVD 29 (??/??/92)  164.430  (m)          539.47   (f) ADJ UNCH    2 0
 EK0581
 EK0581.Superseded values are not recommended for survey control.
 EK0581
 EK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0581.See file dsdata.pdf to determine how the superseded data were derived.
 EK0581
 EK0581_MARKER: N = NAIL
 EK0581_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 EK0581_SP_SET: OAK TREE
 EK0581_STAMPING: AA
 EK0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0581
 EK0581  HISTORY     - Date     Condition        Report By
 EK0581  HISTORY     - 1960     MONUMENTED       CGS
 EK0581
 EK0581                          STATION DESCRIPTION
 EK0581
 EK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0581'3.6 MI SE FROM ANTLERS.
 EK0581'SET IN THE TOP OF THE EAST ROOT OF A 30 INCH OAK TREE, 46 FEET
 EK0581'NORTHWEST AND ACROSS THE ROAD FROM BM E 100, 21 FEET NORTH
 EK0581'OF THE CENTER LINE OF THE ROAD LEADING EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0576 ***********************************************************************
 EK0576  DESIGNATION -  AB
 EK0576  PID         -  EK0576
 EK0576  STATE/COUNTY-  OK/PUSHMATAHA
 EK0576  COUNTRY     -  US
 EK0576  USGS QUAD   -  ANTLERS EAST (2019)
 EK0576
 EK0576                         *CURRENT SURVEY CONTROL
 EK0576  ______________________________________________________________________
 EK0576* NAD 83(1986) POSITION- 34 12 01.     (N) 095 31 11.     (W)   SCALED
 EK0576* NAVD 88 ORTHO HEIGHT -   149.414 (meters)      490.20  (feet) ADJUSTED
 EK0576  ______________________________________________________________________
 EK0576  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 EK0576  DYNAMIC HEIGHT  -        149.252 (meters)      489.67  (feet) COMP
 EK0576  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 EK0576
 EK0576  VERT ORDER      -  SECOND    CLASS 0
 EK0576
 EK0576.The horizontal coordinates were scaled from a map and have
 EK0576.an estimated accuracy of +/- 6 seconds.
 EK0576
 EK0576.The orthometric height was determined by differential leveling and
 EK0576.adjusted by the NATIONAL GEODETIC SURVEY
 EK0576.in June 1991.
 EK0576
 EK0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0576.GEOID18 height accuracy estimate available here.
 EK0576
 EK0576.Click photographs - Photos may exist for this station.
 EK0576
 EK0576.The dynamic height is computed by dividing the NAVD 88
 EK0576.geopotential number by the normal gravity value computed on the
 EK0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0576.degrees latitude (g = 980.6199 gals.).
 EK0576
 EK0576.The modeled gravity was interpolated from observed gravity values.
 EK0576
 EK0576;                    North         East    Units  Estimated Accuracy
 EK0576;SPC OK S     -    98,970.      828,570.      MT  (+/- 180 meters Scaled)
 EK0576
 EK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT678872(NAD 83)
 EK0576
 EK0576                          SUPERSEDED SURVEY CONTROL
 EK0576
 EK0576  NGVD 29 (??/??/92)  149.333  (m)          489.94   (f) ADJ UNCH    2 0
 EK0576
 EK0576.Superseded values are not recommended for survey control.
 EK0576
 EK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0576.See file dsdata.pdf to determine how the superseded data were derived.
 EK0576
 EK0576_MARKER: N = NAIL
 EK0576_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 EK0576_SP_SET: OAK TREE
 EK0576_STAMPING: AB
 EK0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0576
 EK0576  HISTORY     - Date     Condition        Report By
 EK0576  HISTORY     - 1960     MONUMENTED       CGS
 EK0576
 EK0576                          STATION DESCRIPTION
 EK0576
 EK0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0576'6.6 MI E FROM ANTLERS.
 EK0576'SET IN THE TOP OF THE EAST ROOT OF A 18 INCH OAK TREE, 30 FEET
 EK0576'SOUTHWEST OF BM H 100, 35 FEET EAST OF THE CENTER LINE OF THE
 EK0576'ENTRANCE TO THE CEMETERY, AND 22 FEET SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0676 ***********************************************************************
 EM0676  DESIGNATION -  ABILENE
 EM0676  PID         -  EM0676
 EM0676  STATE/COUNTY-  OK/CADDO
 EM0676  COUNTRY     -  US
 EM0676  USGS QUAD   -  APACHE (2018)
 EM0676
 EM0676                         *CURRENT SURVEY CONTROL
 EM0676  ______________________________________________________________________
 EM0676* NAD 83(1993) POSITION- 34 53 57.97175(N) 098 18 17.51759(W)   ADJUSTED
 EM0676* NAVD 88 ORTHO HEIGHT -   443.8   (meters)     1456.    (feet) VERTCON3
 EM0676  ______________________________________________________________________
 EM0676  GEOID HEIGHT    -        -26.488 (meters)                     GEOID18
 EM0676  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 EM0676  HORZ ORDER      -  SECOND
 EM0676
 EM0676.The horizontal coordinates were established by classical geodetic methods
 EM0676.and adjusted by the National Geodetic Survey in November 1994.
 EM0676
 EM0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0676
 EM0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0676.GEOID18 height accuracy estimate available here.
 EM0676
 EM0676.Click photographs - Photos may exist for this station.
 EM0676
 EM0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0676
 EM0676. The following values were computed from the NAD 83(1993) position.
 EM0676
 EM0676;                    North         East     Units Scale Factor Converg.
 EM0676;SPC OK S     -   173,761.301   572,136.742   MT  0.99995103   -0 10 23.0
 EM0676;SPC OK S     -   570,081.87  1,877,085.29   sFT  0.99995103   -0 10 23.0
 EM0676;UTM  14      - 3,862,111.489   563,510.178   MT  0.99964971   +0 23 51.8
 EM0676
 EM0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0676!SPC OK S     -   0.99993449  x   0.99995103  =   0.99988553
 EM0676!UTM  14      -   0.99993449  x   0.99964971  =   0.99958422
 EM0676
 EM0676:                Primary Azimuth Mark                     Grid Az
 EM0676:SPC OK S     -  ABILENE AZ MK                            267 44 15.6
 EM0676:UTM  14      -  ABILENE AZ MK                            267 10 00.8
 EM0676
 EM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6351062111(NAD 83)
 EM0676
 EM0676|---------------------------------------------------------------------|
 EM0676| PID    Reference Object                     Distance      Geod. Az  |
 EM0676|                                                           dddmmss.s |
 EM0676| CX7461 ABILENE RM 1                         15.386 METERS 02150     |
 EM0676| CX7462 ABILENE RM 2                         14.959 METERS 26024     |
 EM0676| EM0677 APACHE MUNICIPAL TANK               APPROX. 5.5 KM 2612753.3 |
 EM0676| CX7460 ABILENE AZ MK                                      2673352.6 |
 EM0676|---------------------------------------------------------------------|
 EM0676
 EM0676                          SUPERSEDED SURVEY CONTROL
 EM0676
 EM0676  NAD 83(1986)-  34 53 57.97800(N)    098 18 17.50323(W) AD(       ) 2
 EM0676  NAD 27      -  34 53 57.74300(N)    098 18 16.31500(W) AD(       ) 2
 EM0676  NGVD 29 (07/19/86)  443.7    (m)         1456.     (f) VERT ANG       
 EM0676
 EM0676.Superseded values are not recommended for survey control.
 EM0676
 EM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0676.See file dsdata.pdf to determine how the superseded data were derived.
 EM0676
 EM0676_MARKER: DS = TRIANGULATION STATION DISK
 EM0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0676_STAMPING: ABILENE 1947
 EM0676_MARK LOGO: CGS
 EM0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0676+STABILITY: SURFACE MOTION
 EM0676
 EM0676  HISTORY     - Date     Condition        Report By
 EM0676  HISTORY     - 1947     MONUMENTED       CGS
 EM0676  HISTORY     - 1963     GOOD             CGS
 EM0676  HISTORY     - 1971     GOOD             OKDH
 EM0676  HISTORY     - 1976     GOOD             NGS
 EM0676  HISTORY     - 1985     GOOD             LOCSUR
 EM0676  HISTORY     - 20000120 GOOD             LOCSUR
 EM0676
 EM0676                          STATION DESCRIPTION
 EM0676
 EM0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0676'STATION IS LOCATED ABOUT 3.5 MILES EAST OF APACHE ON LAND OWNED BY
 EM0676'KATE TENNY OF MISSOURI.  IT IS IN A SMALL SADDLE BETWEEN HIGHER
 EM0676'GROUND TO THE EAST AND WEST, ABOUT 200 FEET NORTH OF THE
 EM0676'FENCE AT THE SOUTH EDGE OF THE PASTURE AND 5.6 FEET EAST-SOUTHEAST
 EM0676'OF A WITNESS POST.  IT IS STAMPED ABILENE 1947 AND PROJECTS 3
 EM0676'INCHES.
 EM0676'
 EM0676'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, STAMPED
 EM0676'ABILENE NO 1 1947 AND PROJECTS 3 INCHES.
 EM0676'
 EM0676'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, STAMPED
 EM0676'ABILENE NO 2 1947 AND PROJECTS 6 INCHES.
 EM0676'
 EM0676'AZIMUTH MARK IS WEST OF THE STATION ON THE RIGHT-OF-WAY OF STATE
 EM0676'HIGHWAY 58.  IT IS 49 FEET SOUTH OF THE HIGHWAY, 1.5 FEET NORTH OF
 EM0676'THE EAST-WEST FENCE, 8 FEET EAST-SOUTHEAST OF A POWER LINE POLE,
 EM0676'66 FEET WEST OF THE WEST END OF AN IRON GATE, 3.5 FEET EAST OF A
 EM0676'WITNESS POST AND IS ON THE EAST SLOPE OF THE GRADE.  IT IS
 EM0676'STAMPED ABILENE 1947 AND PROJECTS 8 INCHES.
 EM0676'
 EM0676'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 281 AND STATE
 EM0676'HIGHWAY 58 IN THE CENTER OF APACHE, GO EAST AND NORTH ON U.S.
 EM0676'HIGHWAYS 62 AND 281 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY
 EM0676'58.  TURN RIGHT, EAST, ON STATE HIGHWAY 58, WHICH IS A GRADED DIRT
 EM0676'ROAD, FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EM0676'FOR 1.2 MILES TO A DRIVEWAY LEFT AT THE FARM HOUSE, TURN LEFT AND
 EM0676'GO 0.1 MILE TO A GATE ON RIGHT, TURN RIGHT INTO BARN LOT AND GO
 EM0676'EAST ACROSS LOT TO A GATE SOUTHEAST OF THE BARN, PASS THROUGH GATE
 EM0676'AND GO EAST ACROSS PASTURE FOR 0.25 MILE TO TOP OF RIDGE AND
 EM0676'STATION.
 EM0676'
 EM0676'A 4 FOOT SIGNAL AT EDWARDS 2 IS VISIBLE FROM THE GROUND.
 EM0676'
 EM0676'A 4 FOOT SIGNAL AT CYRIL IS VISIBLE FROM THE GROUND.
 EM0676'
 EM0676'A 4 FOOT SIGNAL AT FLETCHER IS VISIBLE FROM THE GROUND.
 EM0676'
 EM0676'A 4 FOOT SIGNAL AT BOONE IS VISIBLE FROM THE GROUND.
 EM0676
 EM0676                          STATION RECOVERY (1963)
 EM0676
 EM0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0676'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EM0676'THE STATION IS IN THE SOUTHEAST 1/4 OF SEC. 13, T 5 N, R 11 W, 284
 EM0676'FEET NORTH OF THE CENTER OF STATE HIGHWAY 19, 268 FEET WEST OF
 EM0676'NORTH-SOUTH SECTION LINE FENCE AND 22.2 FEET NORTH OF A FENCE
 EM0676'LINE.
 EM0676'
 EM0676'THE AZIMUTH MARK IS 1.55 MILES WEST OF THE STATION, ABOUT 80 YARDS
 EM0676'EAST OF THE TOP OF A GRADE, 144.5 FEET EAST OF THE EAST GATE POST,
 EM0676'50.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 19, 6.5 FEET
 EM0676'EAST-SOUTHEAST OF A POWER POLE AND IN FENCE LINE.
 EM0676'
 EM0676'REFERENCE MARK NO. 1 IS 50.48 FEET NORTH-NORTHEAST OF THE STATION.
 EM0676'A STANDARD DISK STAMPED ABILENE NO 1 1947 AND SET IN THE TOP OF A
 EM0676'SQUARE CONCRETE POST.
 EM0676'
 EM0676'REFERENCE MARK NO. 2 IS 49.08 FEET WEST-SOUTHWEST OF THE STATION.
 EM0676'A STANDARD DISK STAMPED ABILENE NO 2 1947 AND SET IN THE TOP OF A
 EM0676'SQUARE CONCRETE POST.
 EM0676'
 EM0676'TO REACH THE STATION FROM THE MAIN INTERSECTION IN APACHE, COBLAKE
 EM0676'AND EVANS STREET GO NORTH ON U.S. HIGHWAYS 62 AND 281 FOR 0.35 MILE
 EM0676'TO JUNCTION STATE HIGHWAY 19, TURN RIGHT AND GO EAST ON STATE
 EM0676'HIGHWAY 19 AND U.S. HWY. 62 AND 281 FOR 0.6 MILE TO A CROSS ROAD
 EM0676'AND JUNCTION, CONTINUE EAST ON STATE HIGHWAY 19 FOR 1.55 MILES TO
 EM0676'THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY,
 EM0676'CONTINUE EAST ON HIGHWAY FOR 1.4 MILES TO TOP OF GRADE AND OPEN
 EM0676'AREA TO THE NORTH AND THE STATION AS DESCRIBED.
 EM0676
 EM0676                          STATION RECOVERY (1971)
 EM0676
 EM0676'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0676'ABILENE 1947 RECOVERED IN GOOD CONDITION.
 EM0676'
 EM0676'ABILENE 1947 AZIMUTH RECOVERED IN GOOD CONDITION.
 EM0676'
 EM0676'ABILENE NO. 1 1947 RECOVERED IN GOOD CONDITION.
 EM0676'
 EM0676'ABILENE NO. 2 1947 RECOVERED IN GOOD CONDITION.
 EM0676
 EM0676                          STATION RECOVERY (1976)
 EM0676
 EM0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 EM0676'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 EM0676'GOOD CONDITION.
 EM0676
 EM0676                          STATION RECOVERY (1985)
 EM0676
 EM0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (LWF)
 EM0676'RECOVERED IN GOOD CONDITION.
 EM0676
 EM0676                          STATION RECOVERY (2000)
 EM0676
 EM0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0676'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0676'PROGRAM BY THE CITY OF LAWTON, CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0676'NO OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6351 ***********************************************************************
 DR6351  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6351  DESIGNATION -  ABJWTP2
 DR6351  PID         -  DR6351
 DR6351  STATE/COUNTY-  OK/TULSA
 DR6351  COUNTRY     -  US
 DR6351  USGS QUAD   -  MINGO (2019)
 DR6351
 DR6351                         *CURRENT SURVEY CONTROL
 DR6351  ______________________________________________________________________
 DR6351* NAD 83(2011) POSITION- 36 08 13.96536(N) 095 45 50.02534(W)   ADJUSTED
 DR6351* NAD 83(2011) ELLIP HT-   167.513 (meters)        (09/17/20)   ADJUSTED
 DR6351* NAD 83(2011) EPOCH   -  2010.00
 DR6351* NAVD 88 ORTHO HEIGHT -   196.66  (meters)      645.2   (feet) GPS OBS
 DR6351  ______________________________________________________________________
 DR6351  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 DR6351  NAD 83(2011) X  -   -517,931.345 (meters)                     COMP
 DR6351  NAD 83(2011) Y  - -5,131,096.534 (meters)                     COMP
 DR6351  NAD 83(2011) Z  -  3,740,597.137 (meters)                     COMP
 DR6351  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 DR6351
 DR6351  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6351  Standards:
 DR6351         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6351            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6351  -------------------------------------------------------------------
 DR6351  NETWORK    0.55   1.14           0.24   0.21   0.58     -0.04292212
 DR6351  -------------------------------------------------------------------
 DR6351  Click here for local accuracies and other accuracy information.
 DR6351
 DR6351.The horizontal coordinates were established by GPS observations
 DR6351.and adjusted by the CITY OF TULSA in September 2020.
 DR6351
 DR6351.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6351.been affixed to the stable North American tectonic plate. See 
 DR6351.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6351
 DR6351.The horizontal coordinates are valid at the epoch date displayed above
 DR6351.which is a decimal equivalence of Year/Month/Day.
 DR6351
 DR6351.The orthometric height was determined by GPS observations and a
 DR6351.high-resolution geoid model using precise GPS observation and
 DR6351.processing techniques.
 DR6351
 DR6351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6351.GEOID18 height accuracy estimate available here.
 DR6351
 DR6351.Click photographs - Photos may exist for this station.
 DR6351
 DR6351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6351
 DR6351.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6351
 DR6351.The ellipsoidal height was determined by GPS observations
 DR6351.and is referenced to NAD 83.
 DR6351
 DR6351. The following values were computed from the NAD 83(2011) position.
 DR6351
 DR6351;                    North         East     Units Scale Factor Converg.
 DR6351;SPC OK N     -   128,494.453   801,236.801   MT  0.99994555   +1 19 10.7
 DR6351;SPC OK N     -   421,568.88  2,628,724.40   sFT  0.99994555   +1 19 10.7
 DR6351;UTM  15      - 4,002,706.576   251,299.248   MT  1.00036218   -1 37 50.7
 DR6351
 DR6351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6351!SPC OK N     -   0.99997371  x   0.99994555  =   0.99991926
 DR6351!UTM  15      -   0.99997371  x   1.00036218  =   1.00033588
 DR6351
 DR6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5129902706(NAD 83)
 DR6351
 DR6351                          SUPERSEDED SURVEY CONTROL
 DR6351
 DR6351.No superseded survey control is available for this station.
 DR6351
 DR6351_MARKER: F = FLANGE-ENCASED ROD
 DR6351_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DR6351_STAMPING: ABJWTP2 2020
 DR6351_MARK LOGO: COTOK
 DR6351_PROJECTION: RECESSED 3 CENTIMETERS
 DR6351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6351+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2020
 DR6351_ROD/PIPE-DEPTH: 3.4 meters
 DR6351_SLEEVE-DEPTH  : 0.9 meters
 DR6351
 DR6351  HISTORY     - Date     Condition        Report By
 DR6351  HISTORY     - 20200930 MONUMENTED       COTOK
 DR6351
 DR6351                          STATION DESCRIPTION
 DR6351
 DR6351'DESCRIBED BY CITY OF TULSA 2020 (MWF)
 DR6351'LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF MINGO, 6.0 MI (9.7 KM)
 DR6351'NORTH-NORTHEAST OF BROKEN ARROW AND 3.7 MI (6.0 KM) SOUTH-SOUTHWEST OF
 DR6351'CATOOSA.  CONTACT THE C.O.T. SURVEY MANAGER AT (918)596-9591 OR
 DR6351'(918)596-7206 TO ARRANGE FOR ACCESS THE STATION.
 DR6351'
 DR6351'TO REACH FROM THE INTERSECTION OF E 21ST STREET SOUTH AND 177TH E
 DR6351'AVENUE (AKA LYNN LANE) PROCEED EAST ON 21ST STREET FOR 0.7 MI (1.1 KM)
 DR6351'TO THE ENTRANCE TO THE A.B. JEWEL WATER TREATMENT PLANT ON THE LEFT.
 DR6351'YOU WILL NEED TO GET PERMISSION AT THE GUARD SHACK TO PROCEED INTO THE
 DR6351'PLANT. WHEN YOU PASS THE GUARD SHACK YOU SHOULD PROCEED 850 FT (259.1
 DR6351'M) ALONG THE MAIN ROAD TO A RIGHT TURN, PROCEED EAST FOR 700 FT (213.4
 DR6351'M) TO THE ENTRANCE TO THE FILTER BUILDING.
 DR6351'
 DR6351'THE STATION IS 188 FT (57.3 M) EAST-NORTHEAST OF THE NORTHEAST CORNER
 DR6351'OF THE FILTER BUILDING, 110.5 FT (33.7 M) WEST-NORTHWEST OF POWER
 DR6351'POLE, 105.0 FT (32.0 M) SOUTHEAST OF EAST GATE POST, 60 FT (18.3 M)
 DR6351'EAST OF EAST EDGE ASPHALT PARKING LOT, 3.0 FT (0.9 M) SOUTH OF
 DR6351'CARSONITE WITNESS POST. NOTE-ACCESS TO THE DATUM POINT IS THROUGH A
 DR6351'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0501 ***********************************************************************
 EK0501  DESIGNATION -  AC
 EK0501  PID         -  EK0501
 EK0501  STATE/COUNTY-  OK/PUSHMATAHA
 EK0501  COUNTRY     -  US
 EK0501  USGS QUAD   -  RATTAN (2019)
 EK0501
 EK0501                         *CURRENT SURVEY CONTROL
 EK0501  ______________________________________________________________________
 EK0501* NAD 83(1986) POSITION- 34 11 59.     (N) 095 28 10.     (W)   SCALED
 EK0501* NAVD 88 ORTHO HEIGHT -   145.298 (meters)      476.70  (feet) ADJUSTED
 EK0501  ______________________________________________________________________
 EK0501  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 EK0501  DYNAMIC HEIGHT  -        145.139 (meters)      476.18  (feet) COMP
 EK0501  MODELED GRAVITY -    979,541.8   (mgal)                       NAVD 88
 EK0501
 EK0501  VERT ORDER      -  SECOND    CLASS 0
 EK0501
 EK0501.The horizontal coordinates were scaled from a map and have
 EK0501.an estimated accuracy of +/- 6 seconds.
 EK0501
 EK0501.The orthometric height was determined by differential leveling and
 EK0501.adjusted by the NATIONAL GEODETIC SURVEY
 EK0501.in June 1991.
 EK0501
 EK0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0501.GEOID18 height accuracy estimate available here.
 EK0501
 EK0501.Click photographs - Photos may exist for this station.
 EK0501
 EK0501.The dynamic height is computed by dividing the NAVD 88
 EK0501.geopotential number by the normal gravity value computed on the
 EK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0501.degrees latitude (g = 980.6199 gals.).
 EK0501
 EK0501.The modeled gravity was interpolated from observed gravity values.
 EK0501
 EK0501;                    North         East    Units  Estimated Accuracy
 EK0501;SPC OK S     -    99,030.      833,200.      MT  (+/- 180 meters Scaled)
 EK0501
 EK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT724870(NAD 83)
 EK0501
 EK0501                          SUPERSEDED SURVEY CONTROL
 EK0501
 EK0501  NGVD 29 (??/??/92)  145.218  (m)          476.44   (f) ADJ UNCH    2 0
 EK0501
 EK0501.Superseded values are not recommended for survey control.
 EK0501
 EK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0501.See file dsdata.pdf to determine how the superseded data were derived.
 EK0501
 EK0501_MARKER: N = NAIL
 EK0501_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 EK0501_SP_SET: OAK TREE
 EK0501_STAMPING: AC
 EK0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0501
 EK0501  HISTORY     - Date     Condition        Report By
 EK0501  HISTORY     - 1960     MONUMENTED       CGS
 EK0501
 EK0501                          STATION DESCRIPTION
 EK0501
 EK0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0501'3.2 MI W FROM RATTAN.
 EK0501'A COPPER NAIL AND WASHER STAMPED AC, SET IN THE TOP OF THE
 EK0501'NORTHWEST ROOT OF A 24-INCH OAK TREE, 30 FEET SOUTHWEST OF
 EK0501'BM L 100, AND 22 FEET SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1207 ***********************************************************************
 FJ1207  DESIGNATION -  ACHENA
 FJ1207  PID         -  FJ1207
 FJ1207  STATE/COUNTY-  OK/SEMINOLE
 FJ1207  COUNTRY     -  US
 FJ1207  USGS QUAD   -  WOLF (2018)
 FJ1207
 FJ1207                         *CURRENT SURVEY CONTROL
 FJ1207  ______________________________________________________________________
 FJ1207* NAD 83(1993) POSITION- 35 06 53.82829(N) 096 44 33.53528(W)   ADJUSTED
 FJ1207* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 FJ1207  ______________________________________________________________________
 FJ1207  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 FJ1207  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 FJ1207  HORZ ORDER      -  FIRST
 FJ1207
 FJ1207.The horizontal coordinates were established by classical geodetic methods
 FJ1207.and adjusted by the National Geodetic Survey in November 1994.
 FJ1207
 FJ1207.The orthometric height was scaled from a topographic map.
 FJ1207
 FJ1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1207.GEOID18 height accuracy estimate available here.
 FJ1207
 FJ1207.Click photographs - Photos may exist for this station.
 FJ1207
 FJ1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1207
 FJ1207. The following values were computed from the NAD 83(1993) position.
 FJ1207
 FJ1207;                    North         East     Units Scale Factor Converg.
 FJ1207;SPC OK S     -   198,341.671   714,615.147   MT  0.99997874   +0 42 49.3
 FJ1207;SPC OK S     -   650,725.97  2,344,533.19   sFT  0.99997874   +0 42 49.3
 FJ1207;UTM  14      - 3,888,122.707   705,716.707   MT  1.00012158   +1 17 56.1
 FJ1207
 FJ1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1207!SPC OK S     -   0.99995556  x   0.99997874  =   0.99993431
 FJ1207!UTM  14      -   0.99995556  x   1.00012158  =   1.00007714
 FJ1207
 FJ1207:                Primary Azimuth Mark                     Grid Az
 FJ1207:SPC OK S     -  VARNUM                                   010 49 37.6
 FJ1207:UTM  14      -  VARNUM                                   010 14 30.8
 FJ1207
 FJ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0571688122(NAD 83)
 FJ1207
 FJ1207|---------------------------------------------------------------------|
 FJ1207| PID    Reference Object                     Distance      Geod. Az  |
 FJ1207|                                                           dddmmss.s |
 FJ1207| FJ1199 VARNUM                              APPROX.19.0 KM 0113226.9 |
 FJ1207| CI0014 ACHENA RM 1                          38.603 METERS 02842     |
 FJ1207| CI0013 ACHENA AZ MK                                       1181644.7 |
 FJ1207| EL0827 KONAWA HILL MUNICIPAL TANK          APPROX.18.5 KM 1832516.9 |
 FJ1207| CI0015 ACHENA RM 2                          25.731 METERS 26906     |
 FJ1207| FJ1220 MAUD MUNICIPAL TANK                 APPROX. 3.7 KM 2981129.2 |
 FJ1207|---------------------------------------------------------------------|
 FJ1207
 FJ1207                          SUPERSEDED SURVEY CONTROL
 FJ1207
 FJ1207  NAD 83(1986)-  35 06 53.83135(N)    096 44 33.51923(W) AD(       ) 1
 FJ1207  NAD 27      -  35 06 53.55262(N)    096 44 32.44711(W) AD(       ) 1
 FJ1207
 FJ1207.Superseded values are not recommended for survey control.
 FJ1207
 FJ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1207.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1207
 FJ1207_MARKER: DS = TRIANGULATION STATION DISK
 FJ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1207_STAMPING: ACHENA 1935
 FJ1207_MARK LOGO: CGS
 FJ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1207+STABILITY: SURFACE MOTION
 FJ1207
 FJ1207  HISTORY     - Date     Condition        Report By
 FJ1207  HISTORY     - 1935     MONUMENTED       CGS
 FJ1207  HISTORY     - 1957     GOOD             CGS
 FJ1207  HISTORY     - 1969     GOOD             CGS
 FJ1207  HISTORY     - 1983     GOOD             LOCENG
 FJ1207
 FJ1207                          STATION DESCRIPTION
 FJ1207
 FJ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1207'STATION IS LOCATED IN T. 7 N., R. 5 E., IN NORTHEAST QUARTER
 FJ1207'OF SECTION 2, ABOUT 1.0 MILE SOUTH AND 2 MILES EAST OF MAUD,
 FJ1207'ON A PROMINENT HILL ON THE SOUTH END OF A RIDGE ON PROPERTY OF
 FJ1207'THE ACHENA PRESBYTERIAN CHURCH, WHICH IS AN INDIAN CHURCH.
 FJ1207'
 FJ1207'REACHED FROM MAUD STATE BANK, BY GOING SOUTH 1 BLOCK, TURN LEFT
 FJ1207'(EAST) ON STATE HIGHWAY 59 AND GO 1.0 MILE, TURN RIGHT (SOUTH)
 FJ1207'AND GO 1.0 MILE, TURN LEFT (EAST) AND GO 0.9 MILE TO TOP
 FJ1207'OF RIDGE AT LARGE CHURCH ON RIGHT, TURN RIGHT (SOUTH) INTO
 FJ1207'CHURCHYARD AND GO ABOUT 300 FEET TO STATION.
 FJ1207'
 FJ1207'MARK IS SET 12 FEET NORTH OF EAST-AND-WEST FENCE, 100 FEET
 FJ1207'WEST OF HOUSE, AND ABOUT 200 FEET SOUTH-SOUTHWEST OF CHURCH.
 FJ1207'
 FJ1207'REFERENCE MARK NO. 1 IS 126.65 FEET (38.603 METERS)
 FJ1207'NORTH-NORTHEAST OF STATION.
 FJ1207'
 FJ1207'REFERENCE MARK NO. 2 IS 84.42 FEET (25.731 METERS) NORTH OF
 FJ1207'STATION IN FENCE CORNER.
 FJ1207'
 FJ1207'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES SOUTHEAST OF STATION IN
 FJ1207'EAST-AND-WEST FENCE LINE.  REACHED FROM STATION BY GOING 0.1
 FJ1207'MILE EAST ON ROAD TO NORTH OF STATION, TURN LEFT (NORTH), THEN
 FJ1207'RIGHT (EAST) AGAIN, AND CONTINUE FOR 1.1 MILES TO CROSSROADS,
 FJ1207'TURN RIGHT (SOUTH) AND GO 0.7 MILE TO GATE ON RIGHT.  AZIMUTH
 FJ1207'IS ABOUT 300 FEET WEST OF GATE IN FENCE LINE.
 FJ1207'
 FJ1207'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 FJ1207'DESCRIBED.
 FJ1207'
 FJ1207'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1207
 FJ1207                          STATION RECOVERY (1957)
 FJ1207
 FJ1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1207'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A FRAME HOUSE
 FJ1207'HAS BEEN BUILT OVER THE STATION MARK.  IT IS ABOUT 7 FEET
 FJ1207'EAST OF THE NORTHWEST CORNER OF HOUSE AND 2 FEET SOUTH OF ITS
 FJ1207'NORTH WALL.  REFERENCE MARK NO 3 WAS ESTABLISHED AND OCCUPIED
 FJ1207'INSTEAD OF THE STATION MARK.  A NEW DESCRIPTION FOR ACHENA R.M.
 FJ1207'3 WAS WRITTEN.
 FJ1207
 FJ1207                          STATION RECOVERY (1969)
 FJ1207
 FJ1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1207'STATION AND ALL THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FJ1207'AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THERE WAS NO EVIDENCE OF
 FJ1207'A BUILDING OVER THE STATION AS STATED IN THE 1957 RECOVERY NOTES.
 FJ1207'A THOUROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 FJ1207'FOUND.
 FJ1207'
 FJ1207'ROUTE DESCRIPTION IS ADEQUATE.
 FJ1207
 FJ1207                          STATION RECOVERY (1983)
 FJ1207
 FJ1207'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (NC)
 FJ1207'ACHENA/1935 FOUND STATION, REF NO. 1, REF NO. 2, AND REF NO. 3 ALL IN
 FJ1207'GOOD CONDITION.
 FJ1207'
 FJ1207'PLACED ORANGE PLASTIC MARKER POST ALONG S. SIDE OF STATION ONLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1206 ***********************************************************************
 FJ1206  DESIGNATION -  ACHENA RM 3
 FJ1206  PID         -  FJ1206
 FJ1206  STATE/COUNTY-  OK/SEMINOLE
 FJ1206  COUNTRY     -  US
 FJ1206  USGS QUAD   -  WOLF (2018)
 FJ1206
 FJ1206                         *CURRENT SURVEY CONTROL
 FJ1206  ______________________________________________________________________
 FJ1206* NAD 83(1993) POSITION- 35 06 54.19554(N) 096 44 33.73087(W)   ADJUSTED
 FJ1206* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1206  ______________________________________________________________________
 FJ1206  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 FJ1206  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 FJ1206  HORZ ORDER      -  SECOND
 FJ1206
 FJ1206.The horizontal coordinates were established by classical geodetic methods
 FJ1206.and adjusted by the National Geodetic Survey in November 1994.
 FJ1206
 FJ1206.The orthometric height was scaled from a topographic map.
 FJ1206
 FJ1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1206.GEOID18 height accuracy estimate available here.
 FJ1206
 FJ1206.Click photographs - Photos may exist for this station.
 FJ1206
 FJ1206.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1206
 FJ1206. The following values were computed from the NAD 83(1993) position.
 FJ1206
 FJ1206;                    North         East     Units Scale Factor Converg.
 FJ1206;SPC OK S     -   198,352.926   714,610.053   MT  0.99997876   +0 42 49.2
 FJ1206;SPC OK S     -   650,762.89  2,344,516.48   sFT  0.99997876   +0 42 49.2
 FJ1206;UTM  14      - 3,888,133.911   705,711.498   MT  1.00012156   +1 17 56.0
 FJ1206
 FJ1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1206!SPC OK S     -   0.99995399  x   0.99997876  =   0.99993276
 FJ1206!UTM  14      -   0.99995399  x   1.00012156  =   1.00007555
 FJ1206
 FJ1206:                Primary Azimuth Mark                     Grid Az
 FJ1206:SPC OK S     -  ACHENA AZ MK                             117 46 43.0
 FJ1206:UTM  14      -  ACHENA AZ MK                             117 11 36.2
 FJ1206
 FJ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0571188133(NAD 83)
 FJ1206
 FJ1206|---------------------------------------------------------------------|
 FJ1206| PID    Reference Object                     Distance      Geod. Az  |
 FJ1206|                                                           dddmmss.s |
 FJ1206| CI0014 ACHENA RM 1                          32.568 METERS 04612     |
 FJ1206| CI0013 ACHENA AZ MK                                       1182932.2 |
 FJ1206| FJ1207 ACHENA                               12.354 METERS 15622     |
 FJ1206| CI0015 ACHENA RM 2                          23.858 METERS 24027     |
 FJ1206|---------------------------------------------------------------------|
 FJ1206
 FJ1206                          SUPERSEDED SURVEY CONTROL
 FJ1206
 FJ1206  NAD 83(1986)-  35 06 54.19866(N)    096 44 33.71485(W) AD(       ) 2
 FJ1206  NAD 27      -  35 06 53.91989(N)    096 44 32.64268(W) AD(       ) 2
 FJ1206
 FJ1206.Superseded values are not recommended for survey control.
 FJ1206
 FJ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1206.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1206
 FJ1206_MARKER: DR = REFERENCE MARK DISK
 FJ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1206_STAMPING: ACHENA NO 3 1957
 FJ1206_MARK LOGO: CGS
 FJ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1206+STABILITY: SURFACE MOTION
 FJ1206
 FJ1206  HISTORY     - Date     Condition        Report By
 FJ1206  HISTORY     - 1957     MONUMENTED       CGS
 FJ1206
 FJ1206                          STATION DESCRIPTION
 FJ1206
 FJ1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1206'STATION IS ABOUT 3 MILES SOUTHEAST OF MAUD, IN SECTION 2, T 7 N.,
 FJ1206'R 5 E., ON A PROMINENT HILL ON THE SOUTH END OF AN EAST-WEST
 FJ1206'RIDGE, ON PROPERTY OF THE ACHENA PRESBYTERIAN CHURCH, WHICH
 FJ1206'IS AN INDIAN CHURCH.
 FJ1206'
 FJ1206'REACHED FROM THE INTERSECTION ONE BLOCK SOUTH OF THE POST OFFICE
 FJ1206'IN MAUD, GO EAST ON STATE HIGHWAY 59 FOR 0.8 MILE TO A FORK,
 FJ1206'TAKE RIGHT ROAD AND GO 0.1 MILE TO A CROSSROAD, TURN RIGHT AND
 FJ1206'GO SOUTH FOR 1.0 MILE TO A CROSSROADS, TURN LEFT AND GO EAST FOR
 FJ1206'0.9 MILE TO TOP OF RIDGE AND THE STATION ON THE RIGHT.
 FJ1206'
 FJ1206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT ROAD
 FJ1206'FOR 0.1 MILE TO WHERE TO ROAD CURVES LEFT, TURN LEFT AND GO
 FJ1206'0.05 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.1 MILE TO A
 FJ1206'CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO THE MARK
 FJ1206'ON THE RIGHT.
 FJ1206'
 FJ1206'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED ACHENA RM
 FJ1206'3 1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1206'WHICH PROJECTS 4 INCHES.  IT IS 131 FEET WEST-NORTHWEST OF THE
 FJ1206'SOUTHWEST CORNER OF A FARM HOUSE, 73 FEET SOUTHWEST OF A POWER
 FJ1206'LINE POLE, 58 FEET EAST OF THE WEST YARD FENCE, 55 FEET NORTH OF
 FJ1206'THE SOUTH YARD FENCE AND 36 FEET NORTHWEST OF THE NORTHWEST
 FJ1206'CORNER OF AN OLD HOUSE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 FJ1206'SET 2 FEET NORTH OF THE MARK.
 FJ1206'
 FJ1206'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ACHENA NO 1 1935,
 FJ1206'SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE POST WHICH PROJECTS
 FJ1206'8 INCHES.  IT IS 107 FEET NORTHWEST OF THE NORTHWEST CORNER
 FJ1206'OF A FARM HOUSE, 51 FEET SOUTHWEST OF A 20 INCH OAK TREE, 71 FEET
 FJ1206'NORTHWEST OF A TRANSFORMER POLE AND 40 FEET EAST-NORTHEAST
 FJ1206'OF A POWERLINE POLE.
 FJ1206'
 FJ1206'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACHENA NO 2 1935,
 FJ1206'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1206'2 INCHES.  IT IS 141 FEET NORTHWEST OF THE SOUTH YARD FENCE,
 FJ1206'78 FEET WEST OF THE SOUTHWEST CORNER OF THE OLD HOUSE AND
 FJ1206'5.5 FEET NORTH OF ALIGNMENT OF THE SOUTH WALL OF THE OLD HOUSE.
 FJ1206'
 FJ1206'AZIMUTH MARK IS A STANDARD DISK, STAMPED ACHENA 1935, SET
 FJ1206'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1206'5 INCHES.  IT IS 287 FEET WEST OF THE CENTER OF A DIRT ROAD,
 FJ1206'254 FEET WEST OF A POWERLINE POLE, 79 FEET SOUTH OF THE CENTER
 FJ1206'OF A FARM ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1.5
 FJ1206'FEET NORTHWEST OF THE MARK.
 FJ1206'
 FJ1206'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0578 ***********************************************************************
 EM0578  DESIGNATION -  ACME
 EM0578  PID         -  EM0578
 EM0578  STATE/COUNTY-  OK/GRADY
 EM0578  COUNTRY     -  US
 EM0578  USGS QUAD   -  ROCKY FORD (2018)
 EM0578
 EM0578                         *CURRENT SURVEY CONTROL
 EM0578  ______________________________________________________________________
 EM0578* NAD 83(1993) POSITION- 34 46 44.58019(N) 098 03 42.03691(W)   ADJUSTED
 EM0578* NAVD 88 ORTHO HEIGHT -   438.5   (meters)     1439.    (feet) VERTCON3
 EM0578  ______________________________________________________________________
 EM0578  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 EM0578  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 EM0578  HORZ ORDER      -  THIRD
 EM0578
 EM0578.The horizontal coordinates were established by classical geodetic methods
 EM0578.and adjusted by the National Geodetic Survey in November 1994.
 EM0578
 EM0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0578
 EM0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0578.GEOID18 height accuracy estimate available here.
 EM0578
 EM0578.Click photographs - Photos may exist for this station.
 EM0578
 EM0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0578
 EM0578. The following values were computed from the NAD 83(1993) position.
 EM0578
 EM0578;                    North         East     Units Scale Factor Converg.
 EM0578;SPC OK S     -   160,366.272   594,354.864   MT  0.99994170   -0 02 06.0
 EM0578;SPC OK S     -   526,135.01  1,949,979.25   sFT  0.99994170   -0 02 06.0
 EM0578;UTM  14      - 3,848,942.030   585,854.408   MT  0.99969085   +0 32 07.0
 EM0578
 EM0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0578!SPC OK S     -   0.99993529  x   0.99994170  =   0.99987699
 EM0578!UTM  14      -   0.99993529  x   0.99969085  =   0.99962616
 EM0578
 EM0578:                Primary Azimuth Mark                     Grid Az
 EM0578:SPC OK S     -  BURNS                                    199 55 24.9
 EM0578:UTM  14      -  BURNS                                    199 21 11.9
 EM0578
 EM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8585448942(NAD 83)
 EM0578
 EM0578|---------------------------------------------------------------------|
 EM0578| PID    Reference Object                     Distance      Geod. Az  |
 EM0578|                                                           dddmmss.s |
 EM0578| CX7467 ACME RM 1                             7.424 METERS 07656     |
 EM0578| CX7466 ACME AZ MK                                         1954938.8 |
 EM0578| EM0593 BURNS                               APPROX. 8.7 KM 1995318.9 |
 EM0578| CX7468 ACME RM 2                             6.837 METERS 34616     |
 EM0578|---------------------------------------------------------------------|
 EM0578
 EM0578                          SUPERSEDED SURVEY CONTROL
 EM0578
 EM0578  NAD 83(1986)-  34 46 44.58553(N)    098 03 42.02111(W) AD(       ) 3
 EM0578  NAD 27      -  34 46 44.33200(N)    098 03 40.86200(W) AD(       ) 3
 EM0578  NGVD 29 (07/19/86)  438.4    (m)         1438.     (f) VERT ANG       
 EM0578
 EM0578.Superseded values are not recommended for survey control.
 EM0578
 EM0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0578.See file dsdata.pdf to determine how the superseded data were derived.
 EM0578
 EM0578_MARKER: DS = TRIANGULATION STATION DISK
 EM0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0578_STAMPING: ACME 1947
 EM0578_MARK LOGO: CGS
 EM0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0578+STABILITY: SURFACE MOTION
 EM0578
 EM0578  HISTORY     - Date     Condition        Report By
 EM0578  HISTORY     - 1947     MONUMENTED       CGS
 EM0578  HISTORY     - 1976     GOOD             DMA
 EM0578  HISTORY     - 1988     GOOD             USGS
 EM0578
 EM0578                          STATION DESCRIPTION
 EM0578
 EM0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0578'STATION IS LOCATED ABOUT 6 MILES EAST AND 2 MILES NORTH OF STERLING
 EM0578'AND 2 MILES WEST AND 1 MILE SOUTH OF ACME ON LAND OWNED BY UNDERWOOD
 EM0578'BROTHERS.  IT IS ON THE SUMMIT OF A BARE HILL ABOUT 0.2 MILE
 EM0578'NORTHWEST OF STATE HIGHWAY 17 BETWEEN STERLING AND RUSH SPRINGS.
 EM0578'IT IS 4 FEET NORTH OF A WITNESS POST AND IS STAMPED ACME 1947.
 EM0578'IT PROJECTS 3 INCHES.
 EM0578'
 EM0578'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION ON THE EAST
 EM0578'SLOPE OF THE HILL AND IS ABOUT 1.5 FEET LOWER THAN THE STATION.  IT
 EM0578'IS STAMPED ACME NO 1 1947 AND PROJECTS 5 INCHES.
 EM0578'
 EM0578'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION ON THE NORTH
 EM0578'EDGE OF THE HILL TOP AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0578'IT IS STAMPED ACME NO 2 1947 AND PROJECTS 4 INCHES.
 EM0578'
 EM0578'AZIMUTH MARK IS ON THE HIGH BANK OF THE RIGHT-OF-WAY AND 51 FEET
 EM0578'NORTHWEST OF THE CENTER OF STATE HIGHWAY 17, 7.5 FEET NORTHEAST OF
 EM0578'A FENCE CORNER AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED
 EM0578'ACME 1947 AND PROJECTS 5 INCHES.
 EM0578'
 EM0578'TO REACH FROM STERLING, FROM POST OFFICE, GO EAST ON STATE HIGHWAY
 EM0578'17 FOR 4.9 MILES TO A T-ROAD LEFT AT BEGINNING OF HARD SURFACED
 EM0578'ROAD, CONTINUE ON HIGHWAY FOR 2.1 MILE TO THE AZIMUTH MARK ON THE
 EM0578'LEFT.  CONTINUE NORTHEASTERLY ON HIGHWAY FOR 0.3 MILE TO WIRE
 EM0578'GATES ON EACH SIDE OF THE ROAD AT THE TOP OF THE HILL, TURN
 EM0578'LEFT THROUGH GATE AND TAKE LEFT FORK ON TRACK ROAD FOR 0.1
 EM0578'MILE, TURN RIGHT OFF TRACK ROAD AND GO NORTHEAST FOR 0.1 MILE
 EM0578'TO TOP OF HILL AND STATION.
 EM0578'
 EM0578'A 100 FOOT SIGNAL AT BURNS IS VISIBLE FROM THE GROUND.
 EM0578'
 EM0578'A 4 FOOT SIGNAL AT OAK IS VISIBLE FROM THE GROUND.
 EM0578
 EM0578                          STATION RECOVERY (1976)
 EM0578
 EM0578'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0578'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0578'HOWEVER, THE AZIMUTH MARK COULD NOT BE LOCATED AND IS PRESUMABLY
 EM0578'DESTROYED.
 EM0578
 EM0578                          STATION RECOVERY (1988)
 EM0578
 EM0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RRB)
 EM0578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0493 ***********************************************************************
 EK0493  DESIGNATION -  AD
 EK0493  PID         -  EK0493
 EK0493  STATE/COUNTY-  OK/PUSHMATAHA
 EK0493  COUNTRY     -  US
 EK0493  USGS QUAD   -  RATTAN (2019)
 EK0493
 EK0493                         *CURRENT SURVEY CONTROL
 EK0493  ______________________________________________________________________
 EK0493* NAD 83(1986) POSITION- 34 13 56.     (N) 095 23 00.     (W)   SCALED
 EK0493* NAVD 88 ORTHO HEIGHT -   175.359 (meters)      575.32  (feet) ADJUSTED
 EK0493  ______________________________________________________________________
 EK0493  GEOID HEIGHT    -        -30.454 (meters)                     GEOID18
 EK0493  DYNAMIC HEIGHT  -        175.166 (meters)      574.69  (feet) COMP
 EK0493  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 EK0493
 EK0493  VERT ORDER      -  SECOND    CLASS 0
 EK0493
 EK0493.The horizontal coordinates were scaled from a map and have
 EK0493.an estimated accuracy of +/- 6 seconds.
 EK0493
 EK0493.The orthometric height was determined by differential leveling and
 EK0493.adjusted by the NATIONAL GEODETIC SURVEY
 EK0493.in June 1991.
 EK0493
 EK0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0493.GEOID18 height accuracy estimate available here.
 EK0493
 EK0493.Click photographs - Photos may exist for this station.
 EK0493
 EK0493.The dynamic height is computed by dividing the NAVD 88
 EK0493.geopotential number by the normal gravity value computed on the
 EK0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0493.degrees latitude (g = 980.6199 gals.).
 EK0493
 EK0493.The modeled gravity was interpolated from observed gravity values.
 EK0493
 EK0493;                    North         East    Units  Estimated Accuracy
 EK0493;SPC OK S     -   102,830.      841,040.      MT  (+/- 180 meters Scaled)
 EK0493
 EK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT804904(NAD 83)
 EK0493
 EK0493                          SUPERSEDED SURVEY CONTROL
 EK0493
 EK0493  NGVD 29 (??/??/92)  175.281  (m)          575.07   (f) ADJ UNCH    2 0
 EK0493
 EK0493.Superseded values are not recommended for survey control.
 EK0493
 EK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0493.See file dsdata.pdf to determine how the superseded data were derived.
 EK0493
 EK0493_MARKER: N = NAIL
 EK0493_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 EK0493_SP_SET: OAK TREE
 EK0493_STAMPING: AD
 EK0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0493
 EK0493  HISTORY     - Date     Condition        Report By
 EK0493  HISTORY     - 1960     MONUMENTED       CGS
 EK0493
 EK0493                          STATION DESCRIPTION
 EK0493
 EK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0493'3.3 MI NE FROM RATTAN.
 EK0493'10.3 FEET NORTHWEST OF BM T 100, SET IN THE TOP OF THE NORTHEAST
 EK0493'ROOT OF A 24 INCH OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0803 ***********************************************************************
 EL0803  DESIGNATION -  ADA
 EL0803  PID         -  EL0803
 EL0803  STATE/COUNTY-  OK/PONTOTOC
 EL0803  COUNTRY     -  US
 EL0803  USGS QUAD   -  ADA (2018)
 EL0803
 EL0803                         *CURRENT SURVEY CONTROL
 EL0803  ______________________________________________________________________
 EL0803* NAD 83(1993) POSITION- 34 48 15.25123(N) 096 40 34.06968(W)   ADJUSTED
 EL0803* NAVD 88 ORTHO HEIGHT -   307.    (meters)     1007.    (feet) SCALED
 EL0803  ______________________________________________________________________
 EL0803  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 EL0803  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC18
 EL0803  HORZ ORDER      -  SECOND
 EL0803
 EL0803.This mark is at Ada Airport (ADH)
 EL0803
 EL0803.The horizontal coordinates were established by classical geodetic methods
 EL0803.and adjusted by the National Geodetic Survey in November 1994.
 EL0803
 EL0803.The orthometric height was scaled from a topographic map.
 EL0803
 EL0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0803.GEOID18 height accuracy estimate available here.
 EL0803
 EL0803.Click photographs - Photos may exist for this station.
 EL0803
 EL0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0803
 EL0803. The following values were computed from the NAD 83(1993) position.
 EL0803
 EL0803;                    North         East     Units Scale Factor Converg.
 EL0803;SPC OK S     -   163,952.826   721,130.406   MT  0.99994329   +0 45 05.2
 EL0803;SPC OK S     -   537,901.90  2,365,908.67   sFT  0.99994329   +0 45 05.2
 EL0803;UTM  14      - 3,853,795.423   712,581.219   MT  1.00015701   +1 19 36.8
 EL0803
 EL0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0803!SPC OK S     -   0.99995594  x   0.99994329  =   0.99989924
 EL0803!UTM  14      -   0.99995594  x   1.00015701  =   1.00011295
 EL0803
 EL0803:                Primary Azimuth Mark                     Grid Az
 EL0803:SPC OK S     -  ADA AZ MK                                210 58 03.5
 EL0803:UTM  14      -  ADA AZ MK                                210 23 31.9
 EL0803
 EL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1258153795(NAD 83)
 EL0803
 EL0803|---------------------------------------------------------------------|
 EL0803| PID    Reference Object                     Distance      Geod. Az  |
 EL0803|                                                           dddmmss.s |
 EL0803| EL0800 AIRPORT BCN ADA MUN APT 1955         36.006 METERS 09443     |
 EL0803| CX9061 ADA RM 1                             29.173 METERS 18051     |
 EL0803| CX9060 ADA AZ MK                                          2114308.7 |
 EL0803| CX9062 ADA RM 2                             21.303 METERS 28922     |
 EL0803|---------------------------------------------------------------------|
 EL0803
 EL0803                          SUPERSEDED SURVEY CONTROL
 EL0803
 EL0803  NAD 83(1986)-  34 48 15.25384(N)    096 40 34.05734(W) AD(       ) 2
 EL0803  NAD 27      -  34 48 14.95330(N)    096 40 33.01180(W) AD(       ) 2
 EL0803
 EL0803.Superseded values are not recommended for survey control.
 EL0803
 EL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0803.See file dsdata.pdf to determine how the superseded data were derived.
 EL0803
 EL0803_MARKER: DS = TRIANGULATION STATION DISK
 EL0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0803_STAMPING: ADA 1955
 EL0803_MARK LOGO: CGS
 EL0803_PROJECTION: FLUSH
 EL0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0803+STABILITY: SURFACE MOTION
 EL0803
 EL0803  HISTORY     - Date     Condition        Report By
 EL0803  HISTORY     - 1955     MONUMENTED       CGS
 EL0803
 EL0803                          STATION DESCRIPTION
 EL0803
 EL0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0803'THE STATION SITE IS LOCATED AT THE MUNICIPAL AIRPORT IN
 EL0803'ADA, ABOUT TWO MILES NORTH OF THE BUSINESS SECTION AND TWO
 EL0803'TENTHS MILE EAST OF STATE HIGHWAYS 99 AND 3, AT THE WEST
 EL0803'SIDE OF THE AIRPORT BEACON.
 EL0803'
 EL0803'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 EL0803'12, 3, 13, 99 AND 19 IN ADA, GO NORTH ON HIGHWAY 99 AND 3
 EL0803'FOR TWO MILES TO A ROAD ON THE RIGHT LEADING TO THE AIRPORT.
 EL0803'TURN RIGHT AND CONTINUE FOR TWO TENTHS MILE TO THE BEACON
 EL0803'AND STATION ON THE LEFT.
 EL0803'
 EL0803'STATION MARK, A STANDARD DISK STAMPED ADA 1955, SET IN A
 EL0803'TWELVE INCH SQUARE CONCRETE POST WHICH IS FLUSH TO THE GROUND.
 EL0803'LOCATED 20 FEET SOUTH OF A FENCE LINE AND 118.13 FEET WEST OF
 EL0803'THE BEACON.  UNDERGROUND MARK IS 20 INCHES BELOW THE SURFACE
 EL0803'OF THE GROUND.
 EL0803'
 EL0803'REFERENCE MARK 1, IS A STANDARD DISK STAMPED ADA NO. 1 1955,
 EL0803'SET IN A TWELVE INCH SQUARE CONCRETE POST WHICH IS FLUSH
 EL0803'TO THE GROUND.  LOCATED 27 FEET NORTH OF CENTER LINE OF
 EL0803'BLADED ROAD.
 EL0803'
 EL0803'REFERENCE MARK 2, IS A STANDARD DISK STAMPED ADA NO. 2 1955,
 EL0803'SET IN A TWELVE INCH SQUARE CONCRETE POST WHICH IS FLUSH
 EL0803'TO THE GROUND.  LOCATED 1 FOOT SOUTH OF THE FENCE LINE.
 EL0803'
 EL0803'AZIMUTH MARK, A STANDARD DISK STAMPED ADA 1955, SET IN A
 EL0803'TWELVE INCH SQUARE CONCRETE POST WHICH IS FLUSH TO THE GROUND.
 EL0803'LOCATED 0.25 MILE SOUTH-WEST OF STATION, 62 FEET NORTH OF RAILROAD
 EL0803'TRACK, 31 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 99
 EL0803'AND 3, 1.6 FEET WEST-NORTH-WEST OF A TELEPHONE POLE, 2 FEET
 EL0803'WEST-NORTH-WEST OF A STANDARD WHITE WITNESS POST AND ACROSS
 EL0803'THE HIGHWAY FROM ROAD LEADING TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0802 ***********************************************************************
 EL0802  DESIGNATION -  ADA CEMENT PLANT CHIMNEY
 EL0802  PID         -  EL0802
 EL0802  STATE/COUNTY-  OK/PONTOTOC
 EL0802  COUNTRY     -  US
 EL0802  USGS QUAD   -  ADA (2018)
 EL0802
 EL0802                         *CURRENT SURVEY CONTROL
 EL0802  ______________________________________________________________________
 EL0802* NAD 83(1993) POSITION- 34 46 10.50507(N) 096 41 47.07916(W)   ADJUSTED
 EL0802  ______________________________________________________________________
 EL0802  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 EL0802  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 EL0802  HORZ ORDER      -  THIRD
 EL0802
 EL0802.The horizontal coordinates were established by classical geodetic methods
 EL0802.and adjusted by the National Geodetic Survey in November 1994.
 EL0802
 EL0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0802.GEOID18 height accuracy estimate available here.
 EL0802
 EL0802.Click photographs - Photos may exist for this station.
 EL0802
 EL0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0802
 EL0802. The following values were computed from the NAD 83(1993) position.
 EL0802
 EL0802;                    North         East     Units Scale Factor Converg.
 EL0802;SPC OK S     -   160,085.072   719,324.549   MT  0.99994116   +0 44 23.8
 EL0802;SPC OK S     -   525,212.44  2,359,983.96   sFT  0.99994116   +0 44 23.8
 EL0802;UTM  14      - 3,849,908.930   710,813.885   MT  1.00014779   +1 18 51.0
 EL0802
 EL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1081349908(NAD 83)
 EL0802
 EL0802                          SUPERSEDED SURVEY CONTROL
 EL0802
 EL0802  NAD 83(1986)-  34 46 10.50849(N)    096 41 47.06662(W) AD(       ) 3
 EL0802  NAD 27      -  34 46 10.19700(N)    096 41 46.01800(W) AD(       ) 3
 EL0802  USSD        -  34 46 10.10600(N)    096 41 46.35700(W) AD(       ) 3
 EL0802
 EL0802.Superseded values are not recommended for survey control.
 EL0802
 EL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0802.See file dsdata.pdf to determine how the superseded data were derived.
 EL0802
 EL0802_MARKER: 85 = CHIMNEY
 EL0802
 EL0802  HISTORY     - Date     Condition        Report By
 EL0802  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0802  HISTORY     - 1934     GOOD             CGS
 EL0802
 EL0802                          STATION DESCRIPTION
 EL0802
 EL0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0802'RECOVERED.  THREE CEMENT SMOKESTACKS AT PLANT.  NO PREVIOUS
 EL0802'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE8097 ***********************************************************************
 DE8097  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8097  DESIGNATION -  ADA CORS ARP
 DE8097  CORS_ID     -  OKAD
 DE8097  PID         -  DE8097
 DE8097  STATE/COUNTY-  OK/PONTOTOC
 DE8097  COUNTRY     -  US
 DE8097  USGS QUAD   -  ADA (2018)
 DE8097
 DE8097                         *CURRENT SURVEY CONTROL
 DE8097  ______________________________________________________________________
 DE8097* NAD 83(2011) POSITION- 34 48 01.21413(N) 096 44 17.70731(W)   ADJUSTED
 DE8097* NAD 83(2011) ELLIP HT-   293.265 (meters)        (09/??/25)   ADJUSTED
 DE8097* NAD 83(2011) EPOCH   -  2010.00
 DE8097  ______________________________________________________________________
 DE8097  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 DE8097  NAD 83(2011) X  -   -615,220.987 (meters)                     COMP
 DE8097  NAD 83(2011) Y  - -5,207,122.735 (meters)                     COMP
 DE8097  NAD 83(2011) Z  -  3,619,867.689 (meters)                     COMP
 DE8097
 DE8097.Formal positional accuracy estimates are not available for this CORS
 DE8097.because its coordinates were determined in part using modeled velocities.
 DE8097.A time-series residual plot is available that shows daily coordinate
 DE8097.variations relative to the published coordinates and modeled velocities.
 DE8097.Large residuals may indicate a potential error in the modeled velocities.
 DE8097
 DE8097.Residual plot at:
 DE8097.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKAD.
 DE8097
 DE8097.The coordinates were established by GPS observations
 DE8097.and adjusted by the National Geodetic Survey in September 2025.
 DE8097
 DE8097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8097.been affixed to the stable North American Tectonic Plate. 
 DE8097
 DE8097.The coordinates are valid at the epoch date displayed above
 DE8097.which is a decimal equivalence of Year/Month/Day.
 DE8097
 DE8097.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE8097.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE8097.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE8097.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE8097.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE8097.published epoch of 2010.00.
 DE8097
 DE8097.Additional information on MYCS is available at:
 DE8097.https://geodesy.noaa.gov/CORS/index.shtml
 DE8097
 DE8097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8097.GEOID18 height accuracy estimate available here.
 DE8097
 DE8097.The PID for the CORS L1 Phase Center is DQ5173.
 DE8097
 DE8097.Click photographs - Photos may exist for this station.
 DE8097
 DE8097.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8097
 DE8097.The ellipsoidal height was determined by GPS observations
 DE8097.and is referenced to NAD 83.
 DE8097
 DE8097. The following values were computed from the NAD 83(2011) position.
 DE8097
 DE8097;                    North         East     Units Scale Factor Converg.
 DE8097;SPC OK S     -   163,447.522   715,452.165   MT  0.99994303   +0 42 58.3
 DE8097;SPC OK S     -   536,244.08  2,347,279.31   sFT  0.99994303   +0 42 58.3
 DE8097;UTM  14      - 3,853,233.022   706,907.207   MT  1.00012767   +1 17 28.6
 DE8097
 DE8097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8097!SPC OK S     -   0.99995397  x   0.99994303  =   0.99989700
 DE8097!UTM  14      -   0.99995397  x   1.00012767  =   1.00008163
 DE8097
 DE8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0690753233(NAD 83)
 DE8097
 DE8097                          SUPERSEDED SURVEY CONTROL
 DE8097
 DE8097  NAD 83(2011)-  34 48 01.21388(N)    096 44 17.70738(W) AD(2010.00) c
 DE8097  ELLIP H (04/??/25)  293.295  (m)                       GP(2010.00) c c
 DE8097  NAD 83(2011)-  34 48 01.21406(N)    096 44 17.70725(W) AD(2010.00) c
 DE8097  ELLIP H (06/??/19)  293.279  (m)                       GP(2010.00) c c
 DE8097  NAD 83(2011)-  34 48 01.21407(N)    096 44 17.70719(W) AD(2010.00) c
 DE8097  ELLIP H (08/??/11)  293.274  (m)                       GP(2010.00) c c
 DE8097  NAD 83(CORS)-  34 48 01.21388(N)    096 44 17.70782(W) AD(2002.00) c
 DE8097  ELLIP H (10/??/02)  293.275  (m)                       GP(2002.00) c c
 DE8097
 DE8097.Superseded values are not recommended for survey control.
 DE8097
 DE8097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8097.See file dsdata.pdf to determine how the superseded data were derived.
 DE8097
 DE8097_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8097
 DE8097                          STATION DESCRIPTION
 DE8097
 DE8097'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE8097'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE8097'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE8097'AND LOG FILES ACCESSIBLE AT:
 DE8097'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0801 ***********************************************************************
 EL0801  DESIGNATION -  ADA WATER TANK
 EL0801  PID         -  EL0801
 EL0801  STATE/COUNTY-  OK/PONTOTOC
 EL0801  COUNTRY     -  US
 EL0801  USGS QUAD   -  ADA (2018)
 EL0801
 EL0801                         *CURRENT SURVEY CONTROL
 EL0801  ______________________________________________________________________
 EL0801* NAD 83(1993) POSITION- 34 45 54.46306(N) 096 40 47.84559(W)   ADJUSTED
 EL0801  ______________________________________________________________________
 EL0801  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 EL0801  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 EL0801  HORZ ORDER      -  THIRD
 EL0801
 EL0801.The horizontal coordinates were established by classical geodetic methods
 EL0801.and adjusted by the National Geodetic Survey in November 1994.
 EL0801
 EL0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0801.GEOID18 height accuracy estimate available here.
 EL0801
 EL0801.Click photographs - Photos may exist for this station.
 EL0801
 EL0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0801
 EL0801. The following values were computed from the NAD 83(1993) position.
 EL0801
 EL0801;                    North         East     Units Scale Factor Converg.
 EL0801;SPC OK S     -   159,610.372   720,837.031   MT  0.99994091   +0 44 57.4
 EL0801;SPC OK S     -   523,655.03  2,364,946.16   sFT  0.99994091   +0 44 57.4
 EL0801;UTM  14      - 3,849,449.314   712,331.367   MT  1.00015571   +1 19 24.3
 EL0801
 EL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1233149449(NAD 83)
 EL0801
 EL0801                          SUPERSEDED SURVEY CONTROL
 EL0801
 EL0801  NAD 83(1986)-  34 45 54.46640(N)    096 40 47.83338(W) AD(       ) 3
 EL0801  NAD 27      -  34 45 54.15400(N)    096 40 46.78800(W) AD(       ) 3
 EL0801  USSD        -  34 45 54.06100(N)    096 40 47.12600(W) AD(       ) 3
 EL0801
 EL0801.Superseded values are not recommended for survey control.
 EL0801
 EL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0801.See file dsdata.pdf to determine how the superseded data were derived.
 EL0801
 EL0801_MARKER: 51 = TANK
 EL0801
 EL0801  HISTORY     - Date     Condition        Report By
 EL0801  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0801  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0801
 EL0801                          STATION DESCRIPTION
 EL0801
 EL0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0801'RECOVERED.  NO PREVIOUS DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0792 ***********************************************************************
 GG0792  DESIGNATION -  ADAIR
 GG0792  PID         -  GG0792
 GG0792  STATE/COUNTY-  OK/MAYES
 GG0792  COUNTRY     -  US
 GG0792  USGS QUAD   -  ADAIR (2019)
 GG0792
 GG0792                         *CURRENT SURVEY CONTROL
 GG0792  ______________________________________________________________________
 GG0792* NAD 83(1993) POSITION- 36 27 10.05933(N) 095 15 54.74062(W)   ADJUSTED
 GG0792* NAVD 88 ORTHO HEIGHT -   207.4   (meters)      680.    (feet) VERTCON3
 GG0792  ______________________________________________________________________
 GG0792  GEOID HEIGHT    -        -29.223 (meters)                     GEOID18
 GG0792  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 GG0792  HORZ ORDER      -  SECOND
 GG0792
 GG0792.The horizontal coordinates were established by classical geodetic methods
 GG0792.and adjusted by the National Geodetic Survey in November 1994.
 GG0792
 GG0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0792
 GG0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0792.GEOID18 height accuracy estimate available here.
 GG0792
 GG0792.Click photographs - Photos may exist for this station.
 GG0792
 GG0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0792
 GG0792. The following values were computed from the NAD 83(1993) position.
 GG0792
 GG0792;                    North         East     Units Scale Factor Converg.
 GG0792;SPC OK N     -   164,646.027   845,119.099   MT  0.99995777   +1 36 50.2
 GG0792;SPC OK N     -   540,176.17  2,772,694.91   sFT  0.99995777   +1 36 50.2
 GG0792;UTM  15      - 4,036,556.841   297,000.149   MT  1.00010774   -1 20 46.9
 GG0792
 GG0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0792!SPC OK N     -   0.99997204  x   0.99995777  =   0.99992981
 GG0792!UTM  15      -   0.99997204  x   1.00010774  =   1.00007977
 GG0792
 GG0792:                Primary Azimuth Mark                     Grid Az
 GG0792:SPC OK N     -  ADAIR MUNICIPAL WATER TANK               188 06 09.3
 GG0792:UTM  15      -  ADAIR MUNICIPAL WATER TANK               191 03 46.4
 GG0792
 GG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9700036556(NAD 83)
 GG0792
 GG0792|---------------------------------------------------------------------|
 GG0792| PID    Reference Object                     Distance      Geod. Az  |
 GG0792|                                                           dddmmss.s |
 GG0792| CI0016 ADAIR RM 1                           14.576 METERS 02952     |
 GG0792| CI0017 ADAIR RM 2                           23.454 METERS 18714     |
 GG0792| GG0793 ADAIR MUNICIPAL WATER TANK          APPROX. 1.5 KM 1894259.5 |
 GG0792|---------------------------------------------------------------------|
 GG0792
 GG0792                          SUPERSEDED SURVEY CONTROL
 GG0792
 GG0792  NAD 83(1986)-  36 27 10.08142(N)    095 15 54.72624(W) AD(       ) 2
 GG0792  NAD 27      -  36 27 09.75612(N)    095 15 53.83522(W) AD(       ) 2
 GG0792  NGVD 29 (07/19/86)  207.3    (m)          680.     (f) VERT ANG       
 GG0792
 GG0792.Superseded values are not recommended for survey control.
 GG0792
 GG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0792.See file dsdata.pdf to determine how the superseded data were derived.
 GG0792
 GG0792_MARKER: DD = SURVEY DISK
 GG0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0792+WITH SETTING: INFORMATION.
 GG0792_STAMPING: ET ADAIR 1968
 GG0792_MARK LOGO: USGS
 GG0792_PROJECTION: FLUSH
 GG0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0792
 GG0792  HISTORY     - Date     Condition        Report By
 GG0792  HISTORY     - 1968     MONUMENTED       USGS
 GG0792
 GG0792                          STATION DESCRIPTION
 GG0792
 GG0792'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0792'THE STATION IS LOCATED ABOUT 1.0 MI N. OF ADAIR, T. 23 N.,
 GG0792'R. 19 E., NEAR THE S. QUARTER COR. SEC. 22.
 GG0792'
 GG0792'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 69 AND 28 AT
 GG0792'ADAIR, GO N. ON HWY. 69 FOR 1.2 MI TO STATION ON RIGHT (E.)
 GG0792'SIDE OF HWY.
 GG0792'
 GG0792'THE STATION MARK IS 140 FT N. AND 88 FT W. OF CENTER OF
 GG0792'RR. CROSSING, 64 FT E. OF CENTER OF HWY. 69, 197 FT N. AND 64
 GG0792'FT E. OF CENTER OF CROSSROADS, 3 FT W. OF TELEPHONE POLE,
 GG0792'STAMPED ET ADAIR 1968.
 GG0792'
 GG0792'REFERENCE MARK NO. 1 IS N. OF THE STATION, 183 FT N. AND 75
 GG0792'FT W. OF CENTER OF RR. CROSSING, 3 FT W. OF TELEPHONE
 GG0792'POLE.  STAMPED ADAIR NO 1 1968.
 GG0792'
 GG0792'REFERENCE MARK NO. 2 IS S. OF THE STATION, 61 FT N. AND 74
 GG0792'FT W. OF CENTER OF RR. CROSSING, 3 FT N. OF TELEPHONE
 GG0792'POLE.  STAMPED ADAIR NO 2 1968.
 GG0792'
 GG0792'AZIMUTH MARK--NONE SET.
 GG0792'
 GG0792'REFERENCE AZIMUTH OBSERVED TO TOP CENTER FINIAL MWT. IN ADAIR.
 GG0792'
 GG0792'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 GG0792'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 GG0792'TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0793 ***********************************************************************
 GG0793  DESIGNATION -  ADAIR MUNICIPAL WATER TANK
 GG0793  PID         -  GG0793
 GG0793  STATE/COUNTY-  OK/MAYES
 GG0793  COUNTRY     -  US
 GG0793  USGS QUAD   -  ADAIR (2019)
 GG0793
 GG0793                         *CURRENT SURVEY CONTROL
 GG0793  ______________________________________________________________________
 GG0793* NAD 83(1993) POSITION- 36 26 20.99819(N) 095 16 05.13759(W)   ADJUSTED
 GG0793  ______________________________________________________________________
 GG0793  GEOID HEIGHT    -        -29.215 (meters)                     GEOID18
 GG0793  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 GG0793  HORZ ORDER      -  THIRD
 GG0793
 GG0793.The horizontal coordinates were established by classical geodetic methods
 GG0793.and adjusted by the National Geodetic Survey in November 1994.
 GG0793
 GG0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0793.GEOID18 height accuracy estimate available here.
 GG0793
 GG0793.Click photographs - Photos may exist for this station.
 GG0793
 GG0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0793
 GG0793. The following values were computed from the NAD 83(1993) position.
 GG0793
 GG0793;                    North         East     Units Scale Factor Converg.
 GG0793;SPC OK N     -   163,127.130   844,902.858   MT  0.99995662   +1 36 44.0
 GG0793;SPC OK N     -   535,192.93  2,771,985.46   sFT  0.99995662   +1 36 44.0
 GG0793;UTM  15      - 4,035,050.909   296,705.716   MT  1.00010922   -1 20 51.5
 GG0793
 GG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9670535050(NAD 83)
 GG0793
 GG0793                          SUPERSEDED SURVEY CONTROL
 GG0793
 GG0793  NAD 83(1986)-  36 26 21.02622(N)    095 16 05.12235(W) AD(       ) 3
 GG0793  NAD 27      -  36 26 20.69775(N)    095 16 04.23155(W) AD(       ) 3
 GG0793
 GG0793.Superseded values are not recommended for survey control.
 GG0793
 GG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0793.See file dsdata.pdf to determine how the superseded data were derived.
 GG0793
 GG0793_MARKER: 53 = ELEVATED TANK
 GG0793
 GG0793  HISTORY     - Date     Condition        Report By
 GG0793  HISTORY     - 1968     FIRST OBSERVED   USGS
 GG0793
 GG0793                          STATION DESCRIPTION
 GG0793
 GG0793'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1040 ***********************************************************************
 EL1040  DESIGNATION -  ADAPORT
 EL1040  PID         -  EL1040
 EL1040  STATE/COUNTY-  OK/PONTOTOC
 EL1040  COUNTRY     -  US
 EL1040  USGS QUAD   -  ADA (2018)
 EL1040
 EL1040                         *CURRENT SURVEY CONTROL
 EL1040  ______________________________________________________________________
 EL1040* NAD 83(1993) POSITION- 34 48 12.71906(N) 096 40 20.87519(W)   ADJUSTED
 EL1040* NAD 83(1993) ELLIP HT-   276.185 (meters)        (11/28/94)   ADJUSTED
 EL1040* NAVD 88 ORTHO HEIGHT -   302.4   (meters)      992.    (feet) VERTCON3
 EL1040  ______________________________________________________________________
 EL1040  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 EL1040  NAD 83(1993) X  -   -609,216.651 (meters)                     COMP
 EL1040  NAD 83(1993) Y  - -5,207,610.780 (meters)                     COMP
 EL1040  NAD 83(1993) Z  -  3,620,149.072 (meters)                     COMP
 EL1040  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 EL1040  HORZ ORDER      -  SECOND
 EL1040  ELLP ORDER      -  FIFTH     CLASS I
 EL1040
 EL1040.This mark is at Ada Airport (ADH)
 EL1040
 EL1040.The horizontal coordinates were established by GPS observations
 EL1040.and adjusted by the National Geodetic Survey in November 1994.
 EL1040
 EL1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1040
 EL1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1040.GEOID18 height accuracy estimate available here.
 EL1040
 EL1040.Click photographs - Photos may exist for this station.
 EL1040
 EL1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1040
 EL1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1040
 EL1040.The ellipsoidal height was determined by GPS observations
 EL1040.and is referenced to NAD 83.
 EL1040
 EL1040. The following values were computed from the NAD 83(1993) position.
 EL1040
 EL1040;                    North         East     Units Scale Factor Converg.
 EL1040;SPC OK S     -   163,879.210   721,466.763   MT  0.99994324   +0 45 12.7
 EL1040;SPC OK S     -   537,660.37  2,367,012.20   sFT  0.99994324   +0 45 12.7
 EL1040;UTM  14      - 3,853,725.175   712,918.370   MT  1.00015878   +1 19 44.3
 EL1040
 EL1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1040!SPC OK S     -   0.99995665  x   0.99994324  =   0.99989989
 EL1040!UTM  14      -   0.99995665  x   1.00015878  =   1.00011542
 EL1040
 EL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1291853725(NAD 83)
 EL1040
 EL1040                          SUPERSEDED SURVEY CONTROL
 EL1040
 EL1040  NAD 83(1986)-  34 48 12.72237(N)    096 40 20.86165(W) AD(       ) 2
 EL1040  NGVD 29 (11/30/89)  302.3    (m)  RAPSU86  model used  GPS OBS        
 EL1040
 EL1040.Superseded values are not recommended for survey control.
 EL1040
 EL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1040.See file dsdata.pdf to determine how the superseded data were derived.
 EL1040
 EL1040_MARKER: I = METAL ROD
 EL1040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1040_STAMPING: ADAPORT 1989
 EL1040_MARK LOGO: NGS
 EL1040_PROJECTION: FLUSH
 EL1040_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1040+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 EL1040_ROD/PIPE-DEPTH: 9.1 meters
 EL1040_SLEEVE-DEPTH  : 1.0 meters
 EL1040
 EL1040  HISTORY     - Date     Condition        Report By
 EL1040  HISTORY     - 1989     MONUMENTED       NGS
 EL1040  HISTORY     - 20070517 GOOD             INDIV
 EL1040
 EL1040                          STATION DESCRIPTION
 EL1040
 EL1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EL1040'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF ADA, AT THE ADA
 EL1040'MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF A GRASS ISLAND FORMED BY
 EL1040'RUNWAY 17-35, AN ABANDONED RUNWAY AND THREE CONNECTING TAXIWAYS.
 EL1040'OWNERSHIP--CITY OF ADA, C/O AIRPORT MANAGER AL BLAIR, MUNICIPAL
 EL1040'AIRPORT, ADA OK 74820.  PHONE (405) 436-8190 OR HOME (405) 436-6253.
 EL1040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 (J.A.
 EL1040'RICHARDSON BYPASS) AND STATE HIGHWAY 99 IN NORTH ADA, GO NORTH FOR 1.3
 EL1040'KM (0.80 MI) ON HIGHWAY 99 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 EL1040'NORTHEAST FOR 0.5 KM (0.30 MI) ON ADA AIRPORT ROAD TO A PAVED PARKING
 EL1040'AREA AND A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 EL1040'(0.05 MI) PASSING THROUGH A GATE BETWEEN THE AIRPORT OFFICE AND A
 EL1040'HANGAR AND ACROSS AN APRON TO A T-JUNCTION OF TWO TAXIWAYS.  CONTINUE
 EL1040'AHEAD AND GO EAST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO
 EL1040'THE STATION ON THE LEFT JUST BEFORE A SHORT CONNECTING TAXIWAY LEFT.
 EL1040'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EL1040'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.1 METERS IN A GREASE
 EL1040'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EL1040'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EL1040'29.9 M (98.1 FT) WEST FROM THE WEST EDGE OF RUNWAY 17-35, 26.1 M
 EL1040'(85.6 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A CONNECTING TAXIWAY,
 EL1040'15.4 M (50.5 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A SHORT
 EL1040'CONNECTING TAXIWAY, AND 11.9 M (39.0 FT) SOUTHEAST FROM THE SOUTHEAST
 EL1040'CORNER OF THE EASTERN MOST ONE OF TWO 1.0 METER BY 0.7 METER METAL
 EL1040'DRAIN COVERS.
 EL1040'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 EL1040
 EL1040                          STATION RECOVERY (2007)
 EL1040
 EL1040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 EL1040'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1041 ***********************************************************************
 EL1041  DESIGNATION -  ADAPORT AZ MK
 EL1041  PID         -  EL1041
 EL1041  STATE/COUNTY-  OK/PONTOTOC
 EL1041  COUNTRY     -  US
 EL1041  USGS QUAD   -  ADA (2018)
 EL1041
 EL1041                         *CURRENT SURVEY CONTROL
 EL1041  ______________________________________________________________________
 EL1041* NAD 83(1993) POSITION- 34 47 47.75969(N) 096 40 20.16623(W)   ADJUSTED
 EL1041* NAD 83(1993) ELLIP HT-   272.733 (meters)        (11/28/94)   ADJUSTED
 EL1041* NAVD 88 ORTHO HEIGHT -   298.9   (meters)      981.    (feet) VERTCON3
 EL1041  ______________________________________________________________________
 EL1041  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 EL1041  NAD 83(1993) X  -   -609,249.427 (meters)                     COMP
 EL1041  NAD 83(1993) Y  - -5,208,046.066 (meters)                     COMP
 EL1041  NAD 83(1993) Z  -  3,619,515.494 (meters)                     COMP
 EL1041  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC18
 EL1041  HORZ ORDER      -  SECOND
 EL1041  ELLP ORDER      -  FIFTH     CLASS I
 EL1041
 EL1041.This mark is at Ada Airport (ADH)
 EL1041
 EL1041.The horizontal coordinates were established by GPS observations
 EL1041.and adjusted by the National Geodetic Survey in November 1994.
 EL1041
 EL1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1041
 EL1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1041.GEOID18 height accuracy estimate available here.
 EL1041
 EL1041.Click photographs - Photos may exist for this station.
 EL1041
 EL1041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1041
 EL1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1041
 EL1041.The ellipsoidal height was determined by GPS observations
 EL1041.and is referenced to NAD 83.
 EL1041
 EL1041. The following values were computed from the NAD 83(1993) position.
 EL1041
 EL1041;                    North         East     Units Scale Factor Converg.
 EL1041;SPC OK S     -   163,110.414   721,494.897   MT  0.99994279   +0 45 13.1
 EL1041;SPC OK S     -   535,138.08  2,367,104.51   sFT  0.99994279   +0 45 13.1
 EL1041;UTM  14      - 3,852,956.534   712,954.230   MT  1.00015897   +1 19 43.9
 EL1041
 EL1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1041!SPC OK S     -   0.99995719  x   0.99994279  =   0.99989998
 EL1041!UTM  14      -   0.99995719  x   1.00015897  =   1.00011615
 EL1041
 EL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1295452956(NAD 83)
 EL1041
 EL1041                          SUPERSEDED SURVEY CONTROL
 EL1041
 EL1041  NAD 83(1986)-  34 47 47.76279(N)    096 40 20.15205(W) AD(       ) 2
 EL1041  NGVD 29 (11/30/89)  298.9    (m)  RAPSU86  model used  GPS OBS        
 EL1041
 EL1041.Superseded values are not recommended for survey control.
 EL1041
 EL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1041.See file dsdata.pdf to determine how the superseded data were derived.
 EL1041
 EL1041_MARKER: I = METAL ROD
 EL1041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1041_STAMPING: ADAPORT AZ MK 1989
 EL1041_MARK LOGO: NGS
 EL1041_PROJECTION: FLUSH
 EL1041_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1041+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 EL1041_ROD/PIPE-DEPTH: 14.5 meters
 EL1041_SLEEVE-DEPTH  : 1.0 meters
 EL1041
 EL1041  HISTORY     - Date     Condition        Report By
 EL1041  HISTORY     - 1989     MONUMENTED       NGS
 EL1041  HISTORY     - 20070517 GOOD             INDIV
 EL1041
 EL1041                          STATION DESCRIPTION
 EL1041
 EL1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EL1041'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF ADA, AT THE ADA
 EL1041'MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR THE SOUTH END OF
 EL1041'RUNWAY 17-35.  OWNERSHIP--CITY OF ADA, C/O AIRPORT MANAGER AL BLAIR,
 EL1041'MUNICIPAL AIRPORT, ADA OK 74820. PHONE (405) 436-8190 OR HOME (405)
 EL1041'436-6253.
 EL1041'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 (J.A.
 EL1041'RICHARDSON BYPASS) AND STATE HIGHWAY 99 IN NORTH ADA, GO NORTH FOR 1.3
 EL1041'KM (0.80 MI) ON HIGHWAY 99 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 EL1041'NORTHEAST FOR 0.5 KM (0.30 MI) ON ADA AIRPORT ROAD TO A PAVED PARKING
 EL1041'AREA AND A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 EL1041'(0.05 MI) ON THE DRIVE PASSING THROUGH A GATE BETWEEN THE AIRPORT
 EL1041'OFFICE AND A HANGAR AND ACROSS AN APRON TO A T-JUNCTION OF TWO
 EL1041'TAXIWAYS.  CONTINUE EAST FOR 0.2 KM (0.10 MI) ON A CONNECTING TAXIWAY,
 EL1041'CROSSING AN ABANDONED RUNWAY, TO RUNWAY 17-35.  TURN RIGHT AND GO
 EL1041'SOUTH FOR 0.7 KM (0.45 MI) ON RUNWAY 17-35 TO THE STATION ON THE RIGHT
 EL1041'JUST BEFORE REACHING A CONNECTING TAXIWAY RIGHT.
 EL1041'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EL1041'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 14.5 METERS IN A GREASE
 EL1041'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EL1041'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EL1041'26.6 M (87.3 FT) EAST FROM THE NORTHEAST CORNER OF A 2.6 BY 0.8 METER
 EL1041'METAL DRAIN COVER, 24.6 M (80.7 FT) NORTH FROM THE NORTH EDGE OF A
 EL1041'CONNECTING TAXIWAY. AND 10.9 M (35.8 FT) WEST FROM THE WEST EDGE OF
 EL1041'THE RUNWAY.
 EL1041'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 EL1041
 EL1041                          STATION RECOVERY (2007)
 EL1041
 EL1041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 EL1041'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0695 ***********************************************************************
 EM0695  DESIGNATION -  ADDINGTON
 EM0695  PID         -  EM0695
 EM0695  STATE/COUNTY-  OK/JEFFERSON
 EM0695  COUNTRY     -  US
 EM0695  USGS QUAD   -  CORUM (2018)
 EM0695
 EM0695                         *CURRENT SURVEY CONTROL
 EM0695  ______________________________________________________________________
 EM0695* NAD 83(1993) POSITION- 34 17 22.02103(N) 098 02 00.01947(W)   ADJUSTED
 EM0695* NAVD 88 ORTHO HEIGHT -   324.0   (meters)     1063.    (feet) VERTCON3
 EM0695  ______________________________________________________________________
 EM0695  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 EM0695  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 EM0695  HORZ ORDER      -  SECOND
 EM0695
 EM0695.The horizontal coordinates were established by classical geodetic methods
 EM0695.and adjusted by the National Geodetic Survey in November 1994.
 EM0695
 EM0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0695
 EM0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0695.GEOID18 height accuracy estimate available here.
 EM0695
 EM0695.Click photographs - Photos may exist for this station.
 EM0695
 EM0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0695
 EM0695. The following values were computed from the NAD 83(1993) position.
 EM0695
 EM0695;                    North         East     Units Scale Factor Converg.
 EM0695;SPC OK S     -   106,056.031   596,930.650   MT  0.99994910   -0 01 08.1
 EM0695;SPC OK S     -   347,952.16  1,958,429.97   sFT  0.99994910   -0 01 08.1
 EM0695;UTM  14      - 3,794,673.243   588,966.703   MT  0.99969756   +0 32 40.7
 EM0695
 EM0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0695!SPC OK S     -   0.99995312  x   0.99994910  =   0.99990223
 EM0695!UTM  14      -   0.99995312  x   0.99969756  =   0.99965070
 EM0695
 EM0695:                Primary Azimuth Mark                     Grid Az
 EM0695:SPC OK S     -  ADDINGTON AZ MK                          352 25 07.2
 EM0695:UTM  14      -  ADDINGTON AZ MK                          351 51 18.4
 EM0695
 EM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8896694673(NAD 83)
 EM0695
 EM0695|---------------------------------------------------------------------|
 EM0695| PID    Reference Object                     Distance      Geod. Az  |
 EM0695|                                                           dddmmss.s |
 EM0695| CX7473 ADDINGTON RM 1                       20.004 METERS 02315     |
 EM0695| CX7474 ADDINGTON RM 2                       34.503 METERS 30151     |
 EM0695| CX7472 ADDINGTON AZ MK                                    3522359.1 |
 EM0695|---------------------------------------------------------------------|
 EM0695
 EM0695                          SUPERSEDED SURVEY CONTROL
 EM0695
 EM0695  NAD 83(1986)-  34 17 22.02439(N)    098 02 00.00580(W) AD(       ) 2
 EM0695  NAD 27      -  34 17 21.70200(N)    098 01 58.87400(W) AD(       ) 2
 EM0695  NGVD 29 (07/19/86)  323.9    (m)         1063.     (f) VERT ANG       
 EM0695
 EM0695.Superseded values are not recommended for survey control.
 EM0695
 EM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0695.See file dsdata.pdf to determine how the superseded data were derived.
 EM0695
 EM0695_MARKER: DS = TRIANGULATION STATION DISK
 EM0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0695_STAMPING: ADDINGRON 1948
 EM0695_MARK LOGO: CGS
 EM0695_PROJECTION: FLUSH
 EM0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0695+STABILITY: SURFACE MOTION
 EM0695
 EM0695  HISTORY     - Date     Condition        Report By
 EM0695  HISTORY     - 1948     MONUMENTED       CGS
 EM0695  HISTORY     - 1963     GOOD             CGS
 EM0695  HISTORY     - 1985     GOOD             LOCENG
 EM0695
 EM0695                          STATION DESCRIPTION
 EM0695
 EM0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0695'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF THE TOWN OF
 EM0695'ADDINGTON, 0.05 MILE EAST OF A T ROAD INTERSECTION, 130 FEET
 EM0695'NORTHEAST OF A FARM HOUSE, 32 FEET SOUTH OF THE CENTER OF A GRADED
 EM0695'ROAD, 2.5 FEET EAST OF THE CENTER OF A DRIVEWAY AND 2.5
 EM0695'FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH
 EM0695'WITH THE GROUND AND IS STAMPED ADDINGTON 1948.
 EM0695'
 EM0695'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF A
 EM0695'GRADED ROAD, 3.5 FEET EAST OF A T FENCE INTERSECTION, AND
 EM0695'0.5 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 EM0695'8 INCHES AND IS STAMPED ADDINGTON NO 1 1948.
 EM0695'
 EM0695'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE CENTER OF A
 EM0695'GRADED ROAD AND 0.05 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 EM0695'IT PROJECTS 7 INCHES AND IS STAMPED ADDINGTON NO 2 1948.
 EM0695'
 EM0695'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF THE STATION, 27 FEET
 EM0695'EAST OF THE CENTER OF A GRADED ROAD, 1.5 FEET SOUTH OF A
 EM0695'WITNESS POST, AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 EM0695'IT PROJECTS 6 INCHES AND IS STAMPED ADDINGTON 1948.
 EM0695'
 EM0695'TO REACH THE STATION FROM THE TRAFFIC LIGHT, AT THE INTERSECTION
 EM0695'OF STATE HIGHWAY NO. 53 AND U.S. HIGHWAY NO. 81 IN COMANCHE,
 EM0695'GO WEST ON STATE HIGHWAY NO. 53 FOR 4.45 MILES TO A CROSSROAD,
 EM0695'TURN LEFT, SOUTH, AND GO 5.0 MILES TO A T ROAD LEFT, TURN
 EM0695'LEFT, EAST, AND GO 0.05 MILE TO THE STATION ON THE RIGHT
 EM0695'AS DESCRIBED.
 EM0695'
 EM0695'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.05
 EM0695'MILE, TURN RIGHT AND GO 0.3 MILE TO THE AZIMUTH MARK ON
 EM0695'THE RIGHT AS DESCRIBED.
 EM0695'
 EM0695'A 4 FOOT SIGNAL AT MONUMENT 1902 IS VISIBLE AT 37 FEET.
 EM0695'
 EM0695'A 4 FOOT SIGNAL AT HASTINGS 1923 IS VISIBLE AT 37 FEET.
 EM0695'
 EM0695'A 4 FOOT SIGNAL AT JEFF IS VISIBLE AT 37 FEET.
 EM0695'
 EM0695'A 4 FOOT SIGNAL AT TEMPLE IS VISIBLE AT 37 FEET.
 EM0695'
 EM0695'A 4 FOOT SIGNAL AT CORUM IS VISIBLE AT 37 FEET.
 EM0695'
 EM0695'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 37 FEET.
 EM0695'
 EM0695'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EM0695
 EM0695                          STATION RECOVERY (1963)
 EM0695
 EM0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0695'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND
 EM0695'IN GOOD CONDITION.  IT IS IN THE NW 1/4 OF THE NW 1/4 OF
 EM0695'SEC. 22, T. 3 S., R. 8 W., IN PASTURE LAND 30 FEET SOUTH
 EM0695'FROM THE CENTER OF EAST-WEST SECTION LINE ROAD AND 245 FEET
 EM0695'EAST FROM CENTER OF NORTH-SOUTH SECTION LINE ROAD AT
 EM0695'T-INTERSECTION, 54 FEET WEST OF A CORNER FENCE POST AND 3.5 FEET
 EM0695'SOUTH OF EAST-WEST FENCE LINE.  THE MARK IS FLUSH
 EM0695'WITH GROUND SURFACE.
 EM0695'
 EM0695'R.M. NO. 1 AND R.M. NO. 2 WERE FOUND AS DESCRIBED IN THE
 EM0695'1948 DESCRIPTION.
 EM0695'
 EM0695'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE T-ROAD JUNCTION,
 EM0695'28 FEET EAST FROM THE CENTER OF THE NORTH-SOUTH SURFACED
 EM0695'ROAD AND 113 FEET NORTH FROM CENTER OF ROAD LEADING INTO
 EM0695'FIELDS ON WEST SIDE OF ROAD, 1 FOOT EAST OF NORTH-SOUTH
 EM0695'FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 EM0695'
 EM0695'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0695
 EM0695                          STATION RECOVERY (1985)
 EM0695
 EM0695'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (MEY)
 EM0695'ADDINGTON NO. 1 1948 FOUND VERY GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0607 ***********************************************************************
 FK0607  DESIGNATION -  ADDIS
 FK0607  PID         -  FK0607
 FK0607  STATE/COUNTY-  OK/BECKHAM
 FK0607  COUNTRY     -  US
 FK0607  USGS QUAD   -  MAYFIELD (2018)
 FK0607
 FK0607                         *CURRENT SURVEY CONTROL
 FK0607  ______________________________________________________________________
 FK0607* NAD 83(1993) POSITION- 35 20 15.84377(N) 099 59 49.87754(W)   ADJUSTED
 FK0607* NAVD 88 ORTHO HEIGHT -   625.99  (+/-2cm)     2053.8   (feet) VERTCON3
 FK0607  ______________________________________________________________________
 FK0607  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 FK0607  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 FK0607  HORZ ORDER      -  SECOND
 FK0607  VERT ORDER      -  THIRD ? (See Below)
 FK0607
 FK0607.The horizontal coordinates were established by classical geodetic methods
 FK0607.and adjusted by the National Geodetic Survey in November 1994.
 FK0607
 FK0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0607
 FK0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0607.GEOID18 height accuracy estimate available here.
 FK0607
 FK0607.The vertical order pertains to the NGVD 29 superseded value.
 FK0607
 FK0607.Click photographs - Photos may exist for this station.
 FK0607
 FK0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0607
 FK0607. The following values were computed from the NAD 83(1993) position.
 FK0607
 FK0607;                    North         East     Units Scale Factor Converg.
 FK0607;SPC OK S     -   224,140.500   418,440.435   MT  1.00002230   -1 08 01.1
 FK0607;SPC OK S     -   735,367.62  1,372,833.33   sFT  1.00002230   -1 08 01.1
 FK0607;SPC TX N     - 1,149,441.902   336,605.560   MT  0.99991185   +0 52 15.4
 FK0607;SPC TX N     - 3,771,127.31  1,104,346.74   sFT  0.99991185   +0 52 15.4
 FK0607;UTM  14      - 3,910,953.715   409,378.866   MT  0.99970120   -0 34 36.5
 FK0607
 FK0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0607!SPC OK S     -   0.99990596  x   1.00002230  =   0.99992825
 FK0607!SPC TX N     -   0.99990596  x   0.99991185  =   0.99981781
 FK0607!UTM  14      -   0.99990596  x   0.99970120  =   0.99960718
 FK0607
 FK0607:                Primary Azimuth Mark                     Grid Az
 FK0607:SPC OK S     -  MAYFIELD                                 094 16 21.1
 FK0607:SPC TX N     -  MAYFIELD                                 092 16 04.6
 FK0607:UTM  14      -  MAYFIELD                                 093 42 56.5
 FK0607
 FK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0937810953(NAD 83)
 FK0607
 FK0607|---------------------------------------------------------------------|
 FK0607| PID    Reference Object                     Distance      Geod. Az  |
 FK0607|                                                           dddmmss.s |
 FK0607| FK0606 MAYFIELD                            APPROX. 7.5 KM 0930820.0 |
 FK0607| CK8761 ADDIS RM 1                          279.030 METERS 19055     |
 FK0607| CK8762 ADDIS RM 2                           18.820 METERS 30618     |
 FK0607|---------------------------------------------------------------------|
 FK0607
 FK0607                          SUPERSEDED SURVEY CONTROL
 FK0607
 FK0607  NAD 83(1986)-  35 20 15.84610(N)    099 59 49.86773(W) AD(       ) 2
 FK0607  NAD 27      -  35 20 15.66400(N)    099 59 48.47300(W) AD(       ) 2
 FK0607  NGVD 29             625.73   (m)         2052.9    (f) LEVELING    3  
 FK0607
 FK0607.Superseded values are not recommended for survey control.
 FK0607
 FK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0607.See file dsdata.pdf to determine how the superseded data were derived.
 FK0607
 FK0607_MARKER: DS = TRIANGULATION STATION DISK
 FK0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0607_STAMPING: ADDIS 1927
 FK0607_MARK LOGO: CGS
 FK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0607+STABILITY: SURFACE MOTION
 FK0607
 FK0607  HISTORY     - Date     Condition        Report By
 FK0607  HISTORY     - 1927     MONUMENTED       CGS
 FK0607
 FK0607                          STATION DESCRIPTION
 FK0607
 FK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0607'ABOUT 8 MILES N AND 1/4 MILE W OF TEXOLA, AND 2,200 FEET
 FK0607'E OF THE OLD STATE LINE, ON HIGHEST POINT OF A SLIGHT RISE
 FK0607'IN SANDY PASTURE LAND BELONGING TO MR. ADDIS, ABOUT 1/4
 FK0607'MILE NW OF A HOUSE OCCUPIED BY W.J. BASS, 700 FEET NE OF
 FK0607'VACANT HOUSE AT N END OF ROW OF COTTONWOOD TREES, 318 PACES
 FK0607'N OF FENCE ALONG S SIDE OF SECTION LINE ROAD, AND 170 PACES
 FK0607'W OF A N-S FENCE.
 FK0607'
 FK0607'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FK0607'DISKS SET IN CONCRETE.
 FK0607'
 FK0607'REFERENCE MARK NO. 1 IS 279.03 METERS (915.5 FEET) FROM
 FK0607'STATION, S 10 DEG 55 MIN 01 SEC W.
 FK0607'
 FK0607'REFERENCE MARK NO. 2 IS 18.82 METERS (61.7 FEET) FROM STATION,
 FK0607'N 53 DEG 42 MIN W.  ELEVATION OF STATION 625 METERS
 FK0607'(2,051 FEET).
 FK0607'
 FK0607'REACHED FROM TEXOLA BY FOLLOWING MAIN STREET DUE N 6.5 MILES,
 FK0607'E 1/2 MILE, N 1.5 MILES TO CORNER, W THROUGH GATE AT SMALL
 FK0607'HOUSE, AND ALONG SANDY ROAD W ABOUT 0.9 MILE TO HOUSE AT
 FK0607'END OF COTTONWOODS, THENCE NE 700 FEET TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1039 ***********************************************************************
 EK1039  CBN         -  This is a Cooperative Base Network Control Station.
 EK1039  DESIGNATION -  ADEL
 EK1039  PID         -  EK1039
 EK1039  STATE/COUNTY-  OK/PUSHMATAHA
 EK1039  COUNTRY     -  US
 EK1039  USGS QUAD   -  ADEL (2019)
 EK1039
 EK1039                         *CURRENT SURVEY CONTROL
 EK1039  ______________________________________________________________________
 EK1039* NAD 83(2011) POSITION- 34 34 33.26979(N) 095 36 45.36951(W)   ADJUSTED
 EK1039* NAD 83(2011) ELLIP HT-   181.781 (meters)        (06/27/12)   ADJUSTED
 EK1039* NAD 83(2011) EPOCH   -  2010.00
 EK1039* NAVD 88 ORTHO HEIGHT -   212.5   (meters)      697.    (feet) GPS OBS
 EK1039  ______________________________________________________________________
 EK1039  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EK1039  GEOID HEIGHT    -        -30.557 (meters)                     GEOID96
 EK1039  GEOID HEIGHT    -        -30.656 (meters)                     GEOID18
 EK1039  NAD 83(2011) X  -   -514,185.058 (meters)                     COMP
 EK1039  NAD 83(2011) Y  - -5,232,214.355 (meters)                     COMP
 EK1039  NAD 83(2011) Z  -  3,599,331.632 (meters)                     COMP
 EK1039  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 EK1039
 EK1039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK1039  Standards:
 EK1039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK1039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK1039  -------------------------------------------------------------------
 EK1039  NETWORK    2.49   5.25           1.13   0.87   2.68      0.10415910
 EK1039  -------------------------------------------------------------------
 EK1039  Click here for local accuracies and other accuracy information.
 EK1039
 EK1039.The horizontal coordinates were established by GPS observations
 EK1039.and adjusted by the National Geodetic Survey in June 2012.
 EK1039
 EK1039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK1039.been affixed to the stable North American tectonic plate. See 
 EK1039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK1039
 EK1039.The horizontal coordinates are valid at the epoch date displayed above
 EK1039.which is a decimal equivalence of Year/Month/Day.
 EK1039
 EK1039.The orthometric height was determined by GPS observations and a
 EK1039.high-resolution geoid model.
 EK1039
 EK1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1039.GEOID18 height accuracy estimate available here.
 EK1039
 EK1039.Click photographs - Photos may exist for this station.
 EK1039
 EK1039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1039
 EK1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1039
 EK1039.The ellipsoidal height was determined by GPS observations
 EK1039.and is referenced to NAD 83.
 EK1039
 EK1039. The following values were computed from the NAD 83(2011) position.
 EK1039
 EK1039;                    North         East     Units Scale Factor Converg.
 EK1039;SPC OK S     -   140,420.730   819,025.150   MT  0.99993595   +1 21 18.5
 EK1039;SPC OK S     -   460,697.01  2,687,085.01   sFT  0.99993595   +1 21 18.5
 EK1039;UTM  15      - 3,829,116.641   260,342.407   MT  1.00030800   -1 29 00.1
 EK1039
 EK1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1039!SPC OK S     -   0.99997147  x   0.99993595  =   0.99990742
 EK1039!UTM  15      -   0.99997147  x   1.00030800  =   1.00027946
 EK1039
 EK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU6034229116(NAD 83)
 EK1039
 EK1039                          SUPERSEDED SURVEY CONTROL
 EK1039
 EK1039  NAD 83(2007)-  34 34 33.26981(N)    095 36 45.37034(W) AD(2002.00) 0
 EK1039  ELLIP H (02/10/07)  181.799  (m)                       GP(2002.00)    
 EK1039  ELLIP H (04/16/01)  181.795  (m)                       GP(       ) 4 2
 EK1039  NAD 83(1993)-  34 34 33.26960(N)    095 36 45.37010(W) AD(       ) B
 EK1039  ELLIP H (05/09/94)  181.878  (m)                       GP(       ) 4 2
 EK1039  NAVD 88 (01/13/95)  212.4    (m)  UNKNOWN  model used  GPS OBS        
 EK1039  NAVD 88 (05/09/94)  212.4    (m)  GEOID93  model used  GPS OBS        
 EK1039
 EK1039.Superseded values are not recommended for survey control.
 EK1039
 EK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1039.See file dsdata.pdf to determine how the superseded data were derived.
 EK1039
 EK1039_MARKER: I = METAL ROD
 EK1039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1039_STAMPING: ADEL 1993
 EK1039_MARK LOGO: NGS
 EK1039_PROJECTION: FLUSH
 EK1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1039+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EK1039_ROD/PIPE-DEPTH: 2.13 meters
 EK1039_SLEEVE-DEPTH  : 00.9 meters
 EK1039
 EK1039  HISTORY     - Date     Condition        Report By
 EK1039  HISTORY     - 1993     MONUMENTED       NGS
 EK1039
 EK1039                          STATION DESCRIPTION
 EK1039
 EK1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EK1039'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) NORTH OF ANTLERS 15 KM
 EK1039'(9.30 MI) NORTHEAST OF THE INDIAN NATION TURNPIKE, 1 KM (0.60 MI)
 EK1039'WEST-SOUTHWEST OF ADEL, IN GRASS AND LOW BRUSH, AND IN THE HIGHWAY
 EK1039'RIGHT-OF-WAY.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EK1039'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF THE INDIAN NATION
 EK1039'TURNPIKE (EXIT 38) AND STATE HIGHWAY 43, GO NORTHEAST ON HIGHWAY 43
 EK1039'FOR 1.73 KM (1.05 MI) TO A PAVED ROAD ON THE LEFT LEADING TO THE
 EK1039'SMALL TOWN OF DAISY.  CONTINUE AHEAD, NORTHEAST, ON HIGHWAY 43
 EK1039'PASSING UNDER A LARGE POWER LINE FOR 7.06 KM (4.40 MI) TO A GRAVEL
 EK1039'ROAD ON THE LEFT AT THE PUSHMATAHA COUNTY LINE, JUST BEFORE A BRIDGE
 EK1039'OVER COLE CREEK. CONTINUE AHEAD, NORTHEAST, ON HIGHWAY 43 FOR 5.50 KM
 EK1039'(3.40 MI) TO A GRAVEL ROAD ON THE RIGHT. CONTINUE AHEAD, NORTHEAST,
 EK1039'FOR 0.33 KM (0.20 MI) TO THE STATION ON THE LEFT AT A FIELD ENTRANCE
 EK1039'ROAD.
 EK1039'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EK1039'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 EK1039'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 EK1039'IS 16.6 M (54.5 FT) NORTHWEST OF, AND ABOUT 1 M (3.3 FT) LOWER THAN,
 EK1039'THE HIGHWAY CENTER, 9.6 M (31.5 FT) SOUTHWEST OF THE CENTER OF THE
 EK1039'FIELD ENTRANCE ROAD, 7.1 M (23.3 FT) SOUTHWEST FROM THE SOUTHWEST
 EK1039'GATE POST OF THE GATE TO THE FIELD, AND 0.9 M (3.0 FT) SOUTHEAST OF A
 EK1039'FIBERGLASS WITNESS POST IN A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN8312 ***********************************************************************
 DN8312  SACS        -  This is a Secondary Airport Control Station.
 DN8312  DESIGNATION -  ADM B
 DN8312  PID         -  DN8312
 DN8312  STATE/COUNTY-  OK/CARTER
 DN8312  COUNTRY     -  US
 DN8312  USGS QUAD   -  GENE AUTRY (2018)
 DN8312
 DN8312                         *CURRENT SURVEY CONTROL
 DN8312  ______________________________________________________________________
 DN8312* NAD 83(2011) POSITION- 34 18 22.36707(N) 097 01 30.46443(W)   ADJUSTED
 DN8312* NAD 83(2011) ELLIP HT-   200.601 (meters)        (01/04/13)   ADJUSTED
 DN8312* NAD 83(2011) EPOCH   -  2010.00
 DN8312* NAVD 88 ORTHO HEIGHT -   226.23  (meters)      742.2   (feet) GPS OBS
 DN8312  ______________________________________________________________________
 DN8312  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN8312  GEOID HEIGHT    -        -25.622 (meters)                     GEOID12A
 DN8312  GEOID HEIGHT    -        -25.635 (meters)                     GEOID18
 DN8312  NAD 83(2011) X  -   -645,078.114 (meters)                     COMP
 DN8312  NAD 83(2011) Y  - -5,234,758.265 (meters)                     COMP
 DN8312  NAD 83(2011) Z  -  3,574,668.433 (meters)                     COMP
 DN8312  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 DN8312
 DN8312  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8312  Standards:
 DN8312         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8312            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8312  -------------------------------------------------------------------
 DN8312  NETWORK    1.98   5.12           0.87   0.74   2.61     -0.00009568
 DN8312  -------------------------------------------------------------------
 DN8312  Click here for local accuracies and other accuracy information.
 DN8312
 DN8312.This mark is at Ardmore(MUNI Airport (ADM)
 DN8312
 DN8312.The horizontal coordinates were established by GPS observations
 DN8312.and adjusted by the National Geodetic Survey in January 2013.
 DN8312
 DN8312.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8312.been affixed to the stable North American tectonic plate. See 
 DN8312.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8312
 DN8312.The horizontal coordinates are valid at the epoch date displayed above
 DN8312.which is a decimal equivalence of Year/Month/Day.
 DN8312
 DN8312.The orthometric height was determined by GPS observations and a
 DN8312.high-resolution geoid model.
 DN8312
 DN8312.GPS derived orthometric heights for airport stations designated as
 DN8312.PACS or SACS are published to 2 decimal places.  This maintains
 DN8312.centimeter relative accuracy between the PACS and SACS.  It does
 DN8312.not indicate centimeter accuracy relative to other marks which are
 DN8312.part of the published vertical control network.
 DN8312
 DN8312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8312.GEOID18 height accuracy estimate available here.
 DN8312
 DN8312.Click photographs - Photos may exist for this station.
 DN8312
 DN8312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8312
 DN8312.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8312
 DN8312.The ellipsoidal height was determined by GPS observations
 DN8312.and is referenced to NAD 83.
 DN8312
 DN8312. The following values were computed from the NAD 83(2011) position.
 DN8312
 DN8312;                    North         East     Units Scale Factor Converg.
 DN8312;SPC OK S     -   108,348.202   689,732.699   MT  0.99994764   +0 33 12.1
 DN8312;SPC OK S     -   355,472.39  2,262,898.03   sFT  0.99994764   +0 33 12.1
 DN8312;UTM  14      - 3,797,874.761   681,731.275   MT  1.00000711   +1 06 48.1
 DN8312
 DN8312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8312!SPC OK S     -   0.99996851  x   0.99994764  =   0.99991615
 DN8312!UTM  14      -   0.99996851  x   1.00000711  =   0.99997562
 DN8312
 DN8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8173197874(NAD 83)
 DN8312
 DN8312                          SUPERSEDED SURVEY CONTROL
 DN8312
 DN8312  NAD 83(2007)-  34 18 22.36710(N)    097 01 30.46505(W) AD(2002.00) 1
 DN8312  ELLIP H (05/16/12)  200.595  (m)                       GP(2002.00) 4 1
 DN8312  NAVD 88 (05/16/12)  226.24   (m)  GEOID09  model used  GPS OBS        
 DN8312
 DN8312.Superseded values are not recommended for survey control.
 DN8312
 DN8312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8312.See file dsdata.pdf to determine how the superseded data were derived.
 DN8312
 DN8312_MARKER: DH = HORIZONTAL CONTROL DISK
 DN8312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8312_STAMPING: ADM B 2011
 DN8312_MARK LOGO: AIRDAT
 DN8312_PROJECTION: FLUSH
 DN8312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8312+STABILITY: SURFACE MOTION
 DN8312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8312+SATELLITE: SATELLITE OBSERVATIONS - December , 2011
 DN8312
 DN8312  HISTORY     - Date     Condition        Report By
 DN8312  HISTORY     - 201112   MONUMENTED       AIRDAT
 DN8312
 DN8312                          STATION DESCRIPTION
 DN8312
 DN8312'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 DN8312'THE STATION IS LOCATED ABOUT 6.7 MI (10.7 KM) SOUTH-SOUTHEAST OF
 DN8312'DOUGHERTY, 5.6 MI (9.1 KM) SOUTHWEST OF NEBO AND 1.7 MI (2.8 KM)
 DN8312'NORTH-NORTHEAST OF GENE AUTRY.  THE STATION IS AT THE ARDMORE
 DN8312'MUNICIPAL AIRPORT AND WILL REQUIRE PERMISSION FROM THE AIRPORT MANAGER
 DN8312'FOR ACCESS. CONTACT CHRIS BRYANT AT 580-389-5238.  OWNERSHIP--ARDMORE
 DN8312'MUNICIPAL AIRPORT, 23 SOUTH WASHINGTON ARDMORE, OK 73402.
 DN8312'
 DN8312'TO REACH FROM THE INTERSECTION OF SR 53A AND BNSF RAILROAD CROSSING IN
 DN8312'GENE AUTRY, GO EAST ON MELTON AVENUE FOR 70.1 M (230.0 FT) TO FRONT
 DN8312'STREET, TURN LEFT AND GO NORTH FOR 0.48 KM (0.30 MI) AND CONTINUE ONTO
 DN8312'GENE AUTRY ROAD FOR 0.48 KM (0.30 MI) TO GRUMAN STREET, TURN RIGHT AND
 DN8312'GO EAST FOR 1.45 KM (0.90 MI) TO AIRPORT ENTRANCE, TURN LEFT AND GO
 DN8312'NORTH FOR 160 M (524.9 FT) THROUGH A GATE CONTINUING ONTO TAXIWAY C
 DN8312'FOR 130.4 M (427.8 FT) TO TAXIWAY A, GO NORTH ON TAXIWAY A FOR 1.3 KM
 DN8312'(0.8 MI) TO THE STATION ON THE RIGHT.
 DN8312'
 DN8312'THE MARK IS A BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER OF A
 DN8312'14-IN (36 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.  IT
 DN8312'IS 430.2 FT (131.1 M) WEST OF THE WEST EDGE OF RUNWAY 17-35, 238.9 FT
 DN8312'(72.8 M) SOUTH OF THE SOUTH EDGE OF ABANDONED TAXIWAY, 19.7 FT (6.0 M)
 DN8312'EAST OF THE EAST EDGE OF TAXIWAY A.  THIS STATION IS DESIGNATED AS A
 DN8312'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN8313 ***********************************************************************
 DN8313  SACS        -  This is a Secondary Airport Control Station.
 DN8313  DESIGNATION -  ADM C
 DN8313  PID         -  DN8313
 DN8313  STATE/COUNTY-  OK/CARTER
 DN8313  COUNTRY     -  US
 DN8313  USGS QUAD   -  GENE AUTRY (2018)
 DN8313
 DN8313                         *CURRENT SURVEY CONTROL
 DN8313  ______________________________________________________________________
 DN8313* NAD 83(2011) POSITION- 34 18 01.00050(N) 097 00 33.52164(W)   ADJUSTED
 DN8313* NAD 83(2011) ELLIP HT-   196.484 (meters)        (01/04/13)   ADJUSTED
 DN8313* NAD 83(2011) EPOCH   -  2010.00
 DN8313* NAVD 88 ORTHO HEIGHT -   222.13  (meters)      728.8   (feet) GPS OBS
 DN8313  ______________________________________________________________________
 DN8313  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DN8313  GEOID HEIGHT    -        -25.634 (meters)                     GEOID12A
 DN8313  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 DN8313  NAD 83(2011) X  -   -643,677.814 (meters)                     COMP
 DN8313  NAD 83(2011) Y  - -5,235,301.055 (meters)                     COMP
 DN8313  NAD 83(2011) Z  -  3,574,122.235 (meters)                     COMP
 DN8313  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 DN8313
 DN8313  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8313  Standards:
 DN8313         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8313            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8313  -------------------------------------------------------------------
 DN8313  NETWORK    1.98   5.10           0.87   0.74   2.60     -0.00014074
 DN8313  -------------------------------------------------------------------
 DN8313  Click here for local accuracies and other accuracy information.
 DN8313
 DN8313.This mark is at Ardmore(MUNI Airport (ADM)
 DN8313
 DN8313.The horizontal coordinates were established by GPS observations
 DN8313.and adjusted by the National Geodetic Survey in January 2013.
 DN8313
 DN8313.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8313.been affixed to the stable North American tectonic plate. See 
 DN8313.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8313
 DN8313.The horizontal coordinates are valid at the epoch date displayed above
 DN8313.which is a decimal equivalence of Year/Month/Day.
 DN8313
 DN8313.The orthometric height was determined by GPS observations and a
 DN8313.high-resolution geoid model.
 DN8313
 DN8313.GPS derived orthometric heights for airport stations designated as
 DN8313.PACS or SACS are published to 2 decimal places.  This maintains
 DN8313.centimeter relative accuracy between the PACS and SACS.  It does
 DN8313.not indicate centimeter accuracy relative to other marks which are
 DN8313.part of the published vertical control network.
 DN8313
 DN8313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8313.GEOID18 height accuracy estimate available here.
 DN8313
 DN8313.Click photographs - Photos may exist for this station.
 DN8313
 DN8313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8313
 DN8313.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8313
 DN8313.The ellipsoidal height was determined by GPS observations
 DN8313.and is referenced to NAD 83.
 DN8313
 DN8313. The following values were computed from the NAD 83(2011) position.
 DN8313
 DN8313;                    North         East     Units Scale Factor Converg.
 DN8313;SPC OK S     -   107,704.068   691,195.042   MT  0.99994815   +0 33 44.4
 DN8313;SPC OK S     -   353,359.10  2,267,695.73   sFT  0.99994815   +0 33 44.4
 DN8313;UTM  14      - 3,797,244.909   683,199.934   MT  1.00001372   +1 07 19.7
 DN8313
 DN8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8313!SPC OK S     -   0.99996916  x   0.99994815  =   0.99991731
 DN8313!UTM  14      -   0.99996916  x   1.00001372  =   0.99998288
 DN8313
 DN8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8319997244(NAD 83)
 DN8313
 DN8313                          SUPERSEDED SURVEY CONTROL
 DN8313
 DN8313  NAD 83(2007)-  34 18 01.00053(N)    097 00 33.52226(W) AD(2002.00) 1
 DN8313  ELLIP H (05/16/12)  196.478  (m)                       GP(2002.00) 4 1
 DN8313  NAVD 88 (05/16/12)  222.13   (m)  GEOID09  model used  GPS OBS        
 DN8313
 DN8313.Superseded values are not recommended for survey control.
 DN8313
 DN8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8313.See file dsdata.pdf to determine how the superseded data were derived.
 DN8313
 DN8313_MARKER: DH = HORIZONTAL CONTROL DISK
 DN8313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8313_STAMPING: ADM C 2011
 DN8313_MARK LOGO: AIRDAT
 DN8313_PROJECTION: FLUSH
 DN8313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8313+STABILITY: SURFACE MOTION
 DN8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8313+SATELLITE: SATELLITE OBSERVATIONS - December , 2011
 DN8313
 DN8313  HISTORY     - Date     Condition        Report By
 DN8313  HISTORY     - 201112   MONUMENTED       AIRDAT
 DN8313
 DN8313                          STATION DESCRIPTION
 DN8313
 DN8313'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 DN8313'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF SPRINGER, 5.9 MI
 DN8313'(9.5 KM) SOUTHWEST OF NEBO AND 1.4 MI (2.2 KM) NORTH-NORTHEAST OF GENE
 DN8313'AUTRY.  THE STATION IS AT THE ARDMORE MUNICIPAL AIRPORT AND WILL
 DN8313'REQUIRE PERMISSION FROM THE AIRPORT MANAGER FOR ACCESS. CONTACT CHRIS
 DN8313'BRYANT AT 580-389-5238.  OWNERSHIP--ARDMORE MUNICIPAL AIRPORT, 23
 DN8313'SOUTH WASHINGTON ARDMORE, OK 73402.
 DN8313'
 DN8313'TO REACH FROM THE INTERSECTION OF SR 53A AND BNSF RAILROAD CROSSING IN
 DN8313'GENE AUTRY, GO EAST ON MELTON AVENUE FOR 70.1 M (230.0 FT) TO FRONT
 DN8313'STREET, TURN LEFT AND GO NORTH FOR 0.48 KM (0.30 MI) AND CONTINUE ONTO
 DN8313'GENE AUTRY ROAD FOR 0.48 KM (0.30 MI) TO GRUMAN STREET, TURN RIGHT AND
 DN8313'GO EAST FOR 1.45 KM (0.90 MI) TO AIRPORT ENTRANCE, TURN LEFT AND GO
 DN8313'NORTH FOR 160 M (524.9 FT) THROUGH A GATE, GO EAST ON TAXIWAY D FOR
 DN8313'1.48 KM (0.92 MI) TO RUNWAY 31 END, CONTINUE NORTHEAST ON TAXIWAY ECHO
 DN8313'FOR 137.2 M (450.1 FT) TO NAVAID ACCESS ROAD, TURN LEFT AND GO
 DN8313'NORTHWEST 262.1 M (859.9 FT) TO THE STATION ON THE RIGHT.
 DN8313'
 DN8313'THE MARK IS A BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER OF A
 DN8313'14-IN (36 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.  IT
 DN8313'IS 725.9 FT (221.3 M) NORTHWEST OF THE NORTH EDGE OF TAXIWAY ECHO,
 DN8313'513.8 FT (156.6 M) NORTHEAST OF THE EAST EDGE OF RUNWAY 13-31 AND
 DN8313'204.4 FT (62.3 M) NORTHEAST OF A RADIO TOWER.  THIS STATION IS
 DN8313'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS1523 ***********************************************************************
 DS1523  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1523  DESIGNATION -  ADS 206
 DS1523  PID         -  DS1523
 DS1523  STATE/COUNTY-  OK/ROGERS
 DS1523  COUNTRY     -  US
 DS1523  USGS QUAD   -  CLAREMORE (2019)
 DS1523
 DS1523                         *CURRENT SURVEY CONTROL
 DS1523  ______________________________________________________________________
 DS1523* NAD 83(2011) POSITION- 36 15 10.92545(N) 095 33 39.44218(W)   ADJUSTED
 DS1523* NAD 83(2011) ELLIP HT-   155.715 (meters)        (03/04/24)   ADJUSTED
 DS1523* NAD 83(2011) EPOCH   -  2010.00
 DS1523* NAVD 88 ORTHO HEIGHT -   184.94  (meters)      606.8   (feet) GPS OBS
 DS1523  ______________________________________________________________________
 DS1523  GEOID HEIGHT    -        -29.211 (meters)                     GEOID18
 DS1523  NAD 83(2011) X  -   -499,017.555 (meters)                     COMP
 DS1523  NAD 83(2011) Y  - -5,125,335.346 (meters)                     COMP
 DS1523  NAD 83(2011) Z  -  3,750,962.084 (meters)                     COMP
 DS1523  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 DS1523
 DS1523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1523  Standards:
 DS1523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1523  -------------------------------------------------------------------
 DS1523  NETWORK    0.42   0.43           0.18   0.16   0.22      0.03982353
 DS1523  -------------------------------------------------------------------
 DS1523  Click here for local accuracies and other accuracy information.
 DS1523
 DS1523.The horizontal coordinates were established by GPS observations
 DS1523.and adjusted by the OK DEPT OF TRANSP in March 2024.
 DS1523
 DS1523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1523.been affixed to the stable North American tectonic plate. See 
 DS1523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1523
 DS1523.The horizontal coordinates are valid at the epoch date displayed above
 DS1523.which is a decimal equivalence of Year/Month/Day.
 DS1523
 DS1523.The orthometric height was determined by GPS observations and a
 DS1523.high-resolution geoid model using precise GPS observation and
 DS1523.processing techniques.
 DS1523
 DS1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1523.GEOID18 height accuracy estimate available here.
 DS1523
 DS1523.Click photographs - Photos may exist for this station.
 DS1523
 DS1523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1523
 DS1523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1523
 DS1523.The ellipsoidal height was determined by GPS observations
 DS1523.and is referenced to NAD 83.
 DS1523
 DS1523. The following values were computed from the NAD 83(2011) position.
 DS1523
 DS1523;                    North         East     Units Scale Factor Converg.
 DS1523;SPC OK N     -   141,781.366   819,173.741   MT  0.99994652   +1 26 21.8
 DS1523;SPC OK N     -   465,161.03  2,687,572.52   sFT  0.99994652   +1 26 21.8
 DS1523;UTM  15      - 4,015,056.412   269,903.471   MT  1.00025238   -1 30 54.3
 DS1523
 DS1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1523!SPC OK N     -   0.99997556  x   0.99994652  =   0.99992208
 DS1523!UTM  15      -   0.99997556  x   1.00025238  =   1.00022794
 DS1523
 DS1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6990315056(NAD 83)
 DS1523
 DS1523                          SUPERSEDED SURVEY CONTROL
 DS1523
 DS1523.No superseded survey control is available for this station.
 DS1523
 DS1523_MARKER: DB = BENCH MARK DISK
 DS1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1523_STAMPING: AERIAL DATA SERVICE 206
 DS1523_MARK LOGO: AIRDAT
 DS1523_PROJECTION: FLUSH
 DS1523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1523+STABILITY: SURFACE MOTION
 DS1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1523+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2024
 DS1523
 DS1523  HISTORY     - Date     Condition        Report By
 DS1523  HISTORY     - 19951225 MONUMENTED       AIRDAT
 DS1523  HISTORY     - 20240131 GOOD             OKDOT
 DS1523
 DS1523                          STATION DESCRIPTION
 DS1523
 DS1523'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DS1523'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF
 DS1523'SAGEEYAH, 7.6 MI (12.2 KM) NORTH-NORTHWEST OF INOLA AND 5.1 MI (8.2
 DS1523'KM) SOUTHEAST OF CLAREMORE.
 DS1523'
 DS1523'FROM THE INTERSECTION OF 530 ROAD AND SH-88, GO WEST ON 530 ROAD FOR
 DS1523'APPROXIMATELY 0.2 MI (0.3 KM) TURN RIGHT ON N4180 ROAD AND GO
 DS1523'APPROXIMATELY 0.2 MI (0.3 KM) AND THE MONUMENT WILL BE ON THE RIGHT
 DS1523'SIDE OF S4180 RD/MEADOW ROAD.
 DS1523'
 DS1523'THE MONUMENT IS 33 FT (10.1 M) EAST OF THE CENTERLINE OF NS4180 ROAD.
 DS1523'IT IS 48.5 FT (14.8 M) SOUTH OF A BLUE CITY OF TULSA CORNER POST.  IT
 DS1523'IS 34 FT (10.4 M) NORTH OF THE CENTERLINE OF A DIRT ROAD DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0714 ***********************************************************************
 GG0714  DESIGNATION -  AFTON
 GG0714  PID         -  GG0714
 GG0714  STATE/COUNTY-  OK/OTTAWA
 GG0714  COUNTRY     -  US
 GG0714  USGS QUAD   -  AFTON (2018)
 GG0714
 GG0714                         *CURRENT SURVEY CONTROL
 GG0714  ______________________________________________________________________
 GG0714* NAD 83(1997) POSITION- 36 42 24.98629(N) 094 56 43.03264(W)   ADJUSTED
 GG0714* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 GG0714  ______________________________________________________________________
 GG0714  GEOID HEIGHT    -        -29.240 (meters)                     GEOID18
 GG0714  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 GG0714  HORZ ORDER      -  SECOND
 GG0714
 GG0714.The horizontal coordinates were established by classical geodetic methods
 GG0714.and adjusted by the National Geodetic Survey in October 1998.
 GG0714
 GG0714.The orthometric height was scaled from a topographic map.
 GG0714
 GG0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0714.GEOID18 height accuracy estimate available here.
 GG0714
 GG0714.Click photographs - Photos may exist for this station.
 GG0714
 GG0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0714
 GG0714. The following values were computed from the NAD 83(1997) position.
 GG0714
 GG0714;                    North         East     Units Scale Factor Converg.
 GG0714;SPC OK N     -   193,688.788   872,897.219   MT  0.99998965   +1 48 09.8
 GG0714;SPC OK N     -   635,460.63  2,863,830.29   sFT  0.99998965   +1 48 09.8
 GG0714;UTM  15      - 4,064,126.605   326,244.418   MT  0.99997196   -1 09 46.9
 GG0714
 GG0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0714!SPC OK N     -   0.99996565  x   0.99998965  =   0.99995530
 GG0714!UTM  15      -   0.99996565  x   0.99997196  =   0.99993761
 GG0714
 GG0714:                Primary Azimuth Mark                     Grid Az
 GG0714:SPC OK N     -  AFTON AZ MK                              356 37 03.7
 GG0714:UTM  15      -  AFTON AZ MK                              359 35 00.4
 GG0714
 GG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2624464126(NAD 83)
 GG0714
 GG0714|---------------------------------------------------------------------|
 GG0714| PID    Reference Object                     Distance      Geod. Az  |
 GG0714|                                                           dddmmss.s |
 GG0714| CI0022 AFTON RM 1                                         00343     |
 GG0714| CI0023 AFTON RM 2                                         28702     |
 GG0714| CI0021 AFTON AZ MK                                        3582513.5 |
 GG0714|---------------------------------------------------------------------|
 GG0714
 GG0714                          SUPERSEDED SURVEY CONTROL
 GG0714
 GG0714  NAD 83(1993)-  36 42 24.98752(N)    094 56 43.03252(W) AD(       ) 2
 GG0714  NAD 83(1986)-  36 42 25.00894(N)    094 56 43.02407(W) AD(       ) 2
 GG0714  NAD 27      -  36 42 24.74170(N)    094 56 42.16390(W) AD(       ) 2
 GG0714
 GG0714.Superseded values are not recommended for survey control.
 GG0714
 GG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0714.See file dsdata.pdf to determine how the superseded data were derived.
 GG0714
 GG0714_MARKER: DS = TRIANGULATION STATION DISK
 GG0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0714_STAMPING: AFTON 1958
 GG0714_MARK LOGO: CGS
 GG0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0714+STABILITY: SURFACE MOTION
 GG0714
 GG0714  HISTORY     - Date     Condition        Report By
 GG0714  HISTORY     - 1958     MONUMENTED       CGS
 GG0714  HISTORY     - 1960     GOOD             CGS
 GG0714  HISTORY     - 20100115 POOR             AIRDAT
 GG0714  HISTORY     - 20110914 POOR             GEOCAC
 GG0714
 GG0714                          STATION DESCRIPTION
 GG0714
 GG0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0714'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF MIAMI
 GG0714'AND 1.5 MILES NORTHEAST OF AFTON, ON THE HIGHWAY RIGHT-OF-WAY
 GG0714'OF A SIDE ROAD, NEAR TWO FARM DRIVEWAYS WHICH ARE OPPOSITE
 GG0714'EACH OTHER.  IT IS 23 FEET EAST OF THE CENTER OF THE ROAD,
 GG0714'15 FEET NORTH OF THE CENTER OF A DRIVEWAY, 5 FEET SOUTHWEST
 GG0714'OF A WITNESS POST AND 4 FEET NORTHWEST OF A FENCE CORNER.
 GG0714'THE MARK PROJECTS 4 INCHES AND IS STAMPED AFTON 1958.
 GG0714'
 GG0714'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF THE
 GG0714'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 GG0714'AND IS STAMPED AFTON NO 1 1958.
 GG0714'
 GG0714'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF POWER POLE NO. 98,
 GG0714'27 FEET WEST OF THE CENTER OF THE ROAD AND 13 FEET NORTH
 GG0714'OF THE CENTER OF A DRIVEWAY.  THE MARK PROJECTS 6 INCHES
 GG0714'AND IS STAMPED AFTON NO 2 1958.
 GG0714'
 GG0714'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 GG0714'MARK NO. 2 IS 59.4 FEET.  THE AZIMUTH MARK IS SET IN A FENCE
 GG0714'LINE, 29 FEET WEST OF THE CENTER OF THE ROAD AND 3 FEET
 GG0714'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES AND
 GG0714'IS STAMPED AFTON 1958.
 GG0714'
 GG0714'TO REACH THE STATION FROM THE POST OFFICE IN AFTON, GO
 GG0714'NORTHEASTERLY ON U.S. HIGHWAYS 60, 66 AND 69, FOR 1.1 MILES TO A
 GG0714'SIDE ROAD LEFT.  TURN LEFT ON THE SIDE ROAD AND GO 0.5 MILES
 GG0714'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GG0714'
 GG0714'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 GG0714'ON THE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 GG0714'AS DESCRIBED.
 GG0714'
 GG0714'OBSERVATIONS WERE MADE FROM A 4-FOOT STAND.
 GG0714'
 GG0714'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0714
 GG0714                          STATION RECOVERY (1960)
 GG0714
 GG0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0714'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GG0714'CONDITION.  THE STATION WAS USED FOR A CHECK ANGLE AT STATION
 GG0714'GOAT, BUT WAS NOT OCCUPIED.
 GG0714
 GG0714                          STATION RECOVERY (2010)
 GG0714
 GG0714'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0714'CAP MISSING, STEM AND CONCRETE NOW FLUSH,
 GG0714
 GG0714                          STATION RECOVERY (2011)
 GG0714
 GG0714'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 GG0714'FOUND IN POOR CONDITION. THE DISK HAS BEEN REMOVED FROM THE CONCRETE
 GG0714'POST.  A PORTION OF THE STEM REMAINS IN THE POST.
 GG0714'
 GG0714'CI0021 (AZ MK) WAS NOT SEARCHED FOR.
 GG0714'CI0022 (RM1) FOUND IN POOR CONDITION.  THE CONCRETE POST IS TILTED.
 GG0714'THE POST IS FLUSH ON ONE SIDE, AND PROJECTS 2 INCHES ON THE OPPOSITE
 GG0714'SIDE.
 GG0714'CI0023 (RM2) WAS NOT FOUND AFTER A VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0713 ***********************************************************************
 GG0713  DESIGNATION -  AFTON MUNICIPAL TANK
 GG0713  PID         -  GG0713
 GG0713  STATE/COUNTY-  OK/OTTAWA
 GG0713  COUNTRY     -  US
 GG0713  USGS QUAD   -  AFTON (2018)
 GG0713
 GG0713                         *CURRENT SURVEY CONTROL
 GG0713  ______________________________________________________________________
 GG0713* NAD 83(1997) POSITION- 36 41 35.75849(N) 094 57 58.65403(W)   ADJUSTED
 GG0713  ______________________________________________________________________
 GG0713  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 GG0713  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 GG0713  HORZ ORDER      -  THIRD
 GG0713
 GG0713.The horizontal coordinates were established by classical geodetic methods
 GG0713.and adjusted by the National Geodetic Survey in October 1998.
 GG0713
 GG0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0713.GEOID18 height accuracy estimate available here.
 GG0713
 GG0713.Click photographs - Photos may exist for this station.
 GG0713
 GG0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0713
 GG0713. The following values were computed from the NAD 83(1997) position.
 GG0713
 GG0713;                    North         East     Units Scale Factor Converg.
 GG0713;SPC OK N     -   192,113.230   871,068.644   MT  0.99998743   +1 47 25.2
 GG0713;SPC OK N     -   630,291.49  2,857,831.04   sFT  0.99998743   +1 47 25.2
 GG0713;SPC OK N     -   630,291.49  2,857,831.04   sFT  0.99998743   +1 47 25.2
 GG0713;SPC MO W     -    58,533.053   808,330.692   MT  0.99996256   -0 16 43.1
 GG0713;SPC OK N     -   192,113.230   871,068.644   MT  0.99998743   +1 47 25.2
 GG0713;UTM  15      - 4,062,647.781   324,336.801   MT  0.99998017   -1 10 30.8
 GG0713
 GG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2433662647(NAD 83)
 GG0713
 GG0713                          SUPERSEDED SURVEY CONTROL
 GG0713
 GG0713  NAD 83(1993)-  36 41 35.75959(N)    094 57 58.65280(W) AD(       ) 3
 GG0713  NAD 83(1986)-  36 41 35.78153(N)    094 57 58.64477(W) AD(       ) 3
 GG0713  NAD 27      -  36 41 35.51300(N)    094 57 57.78100(W) AD(       ) 3
 GG0713
 GG0713.Superseded values are not recommended for survey control.
 GG0713
 GG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0713.See file dsdata.pdf to determine how the superseded data were derived.
 GG0713
 GG0713_MARKER: 53 = ELEVATED TANK
 GG0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0713+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0713
 GG0713  HISTORY     - Date     Condition        Report By
 GG0713  HISTORY     - 1958     FIRST OBSERVED   CGS
 GG0713  HISTORY     - 1961     GOOD             CGS
 GG0713  HISTORY     - 20050525 GOOD             GEOCAC
 GG0713  HISTORY     - 20120725 GOOD             GEOCAC
 GG0713
 GG0713                          STATION DESCRIPTION
 GG0713
 GG0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0713'THE STATION IS LOCATED IN THE CENTRAL PART OF TOWN, 2 BLOCKS
 GG0713'WEST OF THE RAIL ROAD DEPOT.  IT IS A CYLINDRICAL TANK WITH
 GG0713'A CONICAL ROOF, SUPPORTED BY A 4-LEGGED STEEL STRUCTURE
 GG0713'ABOUT 100 FEET IN OVERALL HEIGHT.  IT IS PAINTED SILVER
 GG0713'IN COLOR.
 GG0713'
 GG0713'POINT OBSERVED WAS BALL AT APEX.
 GG0713
 GG0713                          STATION RECOVERY (1961)
 GG0713
 GG0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0713'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GG0713
 GG0713                          STATION RECOVERY (2005)
 GG0713
 GG0713'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0713'GOOD.
 GG0713
 GG0713                          STATION RECOVERY (2012)
 GG0713
 GG0713'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0692 ***********************************************************************
 EL0692  DESIGNATION -  AGAWAM 2
 EL0692  PID         -  EL0692
 EL0692  STATE/COUNTY-  OK/GRADY
 EL0692  COUNTRY     -  US
 EL0692  USGS QUAD   -  NINNEKAH (2018)
 EL0692
 EL0692                         *CURRENT SURVEY CONTROL
 EL0692  ______________________________________________________________________
 EL0692* NAD 83(1993) POSITION- 34 54 10.00886(N) 097 57 09.49305(W)   NO CHECK
 EL0692* NAVD 88 ORTHO HEIGHT -   388.710 (meters)     1275.29  (feet) ADJUSTED
 EL0692  ______________________________________________________________________
 EL0692  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 EL0692  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 EL0692  DYNAMIC HEIGHT  -        388.322 (meters)     1274.02  (feet) COMP
 EL0692  MODELED GRAVITY -    979,625.7   (mgal)                       NAVD 88
 EL0692
 EL0692  HORZ ORDER      -  THIRD
 EL0692  VERT ORDER      -  FIRST     CLASS II
 EL0692
 EL0692.The horizontal coordinates were established by classical geodetic methods
 EL0692.and adjusted by the National Geodetic Survey in November 1994.
 EL0692
 EL0692.No horizontal observational check was made to the station.
 EL0692
 EL0692.The orthometric height was determined by differential leveling and
 EL0692.adjusted by the NATIONAL GEODETIC SURVEY
 EL0692.in June 1991.
 EL0692
 EL0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0692.GEOID18 height accuracy estimate available here.
 EL0692
 EL0692.Click photographs - Photos may exist for this station.
 EL0692
 EL0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0692
 EL0692.The dynamic height is computed by dividing the NAVD 88
 EL0692.geopotential number by the normal gravity value computed on the
 EL0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0692.degrees latitude (g = 980.6199 gals.).
 EL0692
 EL0692.The modeled gravity was interpolated from observed gravity values.
 EL0692
 EL0692. The following values were computed from the NAD 83(1993) position.
 EL0692
 EL0692;                    North         East     Units Scale Factor Converg.
 EL0692;SPC OK S     -   174,091.161   604,328.582   MT  0.99995135   +0 01 36.8
 EL0692;SPC OK S     -   571,164.08  1,982,701.36   sFT  0.99995135   +0 01 36.8
 EL0692;UTM  14      - 3,862,762.309   595,688.369   MT  0.99971285   +0 35 57.6
 EL0692
 EL0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0692!SPC OK S     -   0.99994310  x   0.99995135  =   0.99989445
 EL0692!UTM  14      -   0.99994310  x   0.99971285  =   0.99965597
 EL0692
 EL0692:                Primary Azimuth Mark                     Grid Az
 EL0692:SPC OK S     -  AGAWAM 2 AZ MK                           357 46 27.1
 EL0692:UTM  14      -  AGAWAM 2 AZ MK                           357 12 06.3
 EL0692
 EL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9568862762(NAD 83)
 EL0692
 EL0692|---------------------------------------------------------------------|
 EL0692| PID    Reference Object                     Distance      Geod. Az  |
 EL0692|                                                           dddmmss.s |
 EL0692| CA2106 AGAWAM 1947 AZ MK                                  0020653.6 |
 EL0692| EL1034 AGAWAM                                7.111 METERS 08732     |
 EL0692| CX9508 AGAWAM 2 RM 3                         7.965 METERS 18032     |
 EL0692| CX9507 AGAWAM 2 AZ MK                                     3574803.9 |
 EL0692| CX9509 AGAWAM 2 RM 4                        16.175 METERS 35918     |
 EL0692|---------------------------------------------------------------------|
 EL0692
 EL0692                          SUPERSEDED SURVEY CONTROL
 EL0692
 EL0692  NAD 83(1986)-  34 54 10.01535(N)    097 57 09.47589(W) AD(       ) 3
 EL0692  NAD 27      -  34 54 09.76900(N)    097 57 08.32500(W) AD(       ) 3
 EL0692  NGVD 29 (07/19/86)  389.7    (m)         1279.     (f) VERT ANG       
 EL0692
 EL0692.Superseded values are not recommended for survey control.
 EL0692
 EL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0692.See file dsdata.pdf to determine how the superseded data were derived.
 EL0692
 EL0692_MARKER: DS = TRIANGULATION STATION DISK
 EL0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0692_STAMPING: AGAWAM 2 1966
 EL0692_MARK LOGO: CGS
 EL0692_PROJECTION: FLUSH
 EL0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0692+STABILITY: SURFACE MOTION
 EL0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0692+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2025
 EL0692
 EL0692  HISTORY     - Date     Condition        Report By
 EL0692  HISTORY     - 1966     MONUMENTED       CGS
 EL0692  HISTORY     - 1976     GOOD             DMA
 EL0692  HISTORY     - 1986     GOOD             NGS
 EL0692  HISTORY     - 20250805 GOOD             WHE
 EL0692
 EL0692                          STATION DESCRIPTION
 EL0692
 EL0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 EL0692'THE STATION IS ABOUT 9 MILES NORTH OF RUSH SPRINGS, 9 MILES
 EL0692'SOUTH OF CHICKASHA, AND ALONG THE WEST RIGHT-OF-WAY OF U.S.
 EL0692'HIGHWAY 81.
 EL0692'
 EL0692'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN RUSH SPRINGS,
 EL0692'GO NORTH ON U.S. HIGHWAY 81 FOR 8.8 MILES TO A GROCERY STORE
 EL0692'AND SERVICE STATION ON THE LEFT.  CONTINUE ON THE HIGHWAY
 EL0692'0.3 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 EL0692'MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY 81 FOR 0.55
 EL0692'MILE TO THE AZIMUTH MARK ON THE LEFT.
 EL0692'
 EL0692'STATION MARKS ARE STANDARD DISKS STAMPED AGAWAM 2 1966.  THE
 EL0692'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 EL0692'PROJECTS 4 INCHES.  IT IS 104 FEET WEST OF THE CENTER LINE OF
 EL0692'HIGHWAY, 103 FEET NORTH OF A T-FENCE CORNER, 1 FOOT EAST OF THE
 EL0692'RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS POST,
 EL0692'AND AT OKLAHOMA HIGHWAY DEPARTMENT BASE STATION 826 + 86.
 EL0692'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EL0692'36 INCHES BELOW THE SURFACE OF THE GROUND.
 EL0692'
 EL0692'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AGAWAM2NO 3
 EL0692'1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3
 EL0692'INCHES.  IT IS 105 FEET WEST OF THE CENTER LINE OF HIGHWAY, 77
 EL0692'FEET NORTH OF THE T-FENCE CORNER, 6 INCHES EAST OF THE
 EL0692'RIGHT-OF-WAY FENCE LINE, AND AT OKLAHOMA HIGHWAY DEPARTMENT
 EL0692'BASE STATION 826 + 60.
 EL0692'
 EL0692'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AGAWAM 2 NO 4
 EL0692'1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EL0692'6 INCHES.  IT IS 105 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 EL0692'6 INCHES EAST OF THE RIGHT-OF-WAY FENCE LINE, AND AT OKLAHOMA
 EL0692'HIGHWAY DEPARTMENT BASE STATION 827 + 39.
 EL0692'
 EL0692'AZIMUTH MARK, A STANDARD DISK STAMPED AGAWAM 2 1966, IS SET
 EL0692'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 EL0692'IT IS 179 FEET WEST OF THE CENTER LINE OF HIGHWAY, 5 FEET WEST
 EL0692'OF A TELEGRAPH POLE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE
 EL0692'LINE, 3 FEET NORTH OF A METAL WITNESS POST, AND AT OKLAHOMA
 EL0692'HIGHWAY DEPARTMENT BASE STATION 350 + 54.
 EL0692'
 EL0692'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 EL0692
 EL0692                          STATION RECOVERY (1976)
 EL0692
 EL0692'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL0692'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 EL0692'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EL0692
 EL0692                          STATION RECOVERY (1986)
 EL0692
 EL0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0692'17.5 KM (10.9 MI) SOUTH FROM CHICKASHA.
 EL0692'17.5 KM (10.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0692'BUILDING IN CHICKASHA, 0.5 KM (0.3 MI) NORTH OF THE INTERSECTION OF A
 EL0692'GRAVELED ROAD LEADING WEST, 31.7 M (104.0 FT) WEST OF THE INTERSECTION
 EL0692'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 31.4 M (103.0 FT) NORTH OF A
 EL0692'T-FENCE CORNER, AND 0.1 M (0.3 FT) WEST OF A FENCE.
 EL0692'THE MARK IS 0.7 METERS  SSE FROM  A WITNESS POST
 EL0692'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EL0692
 EL0692                          STATION RECOVERY (2025)
 EL0692
 EL0692'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1296 ***********************************************************************
 FJ1296  DESIGNATION -  AGRA
 FJ1296  PID         -  FJ1296
 FJ1296  STATE/COUNTY-  OK/LINCOLN
 FJ1296  COUNTRY     -  US
 FJ1296  USGS QUAD   -  CUSHING (2018)
 FJ1296
 FJ1296                         *CURRENT SURVEY CONTROL
 FJ1296  ______________________________________________________________________
 FJ1296* NAD 83(1993) POSITION- 35 55 42.19759(N) 096 52 25.46354(W)   ADJUSTED
 FJ1296* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 FJ1296  ______________________________________________________________________
 FJ1296  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 FJ1296  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 FJ1296  HORZ ORDER      -  SECOND
 FJ1296
 FJ1296.The horizontal coordinates were established by classical geodetic methods
 FJ1296.and adjusted by the National Geodetic Survey in November 1994.
 FJ1296
 FJ1296.The orthometric height was scaled from a topographic map.
 FJ1296
 FJ1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1296.GEOID18 height accuracy estimate available here.
 FJ1296
 FJ1296.Click photographs - Photos may exist for this station.
 FJ1296
 FJ1296.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1296
 FJ1296. The following values were computed from the NAD 83(1993) position.
 FJ1296
 FJ1296;                    North         East     Units Scale Factor Converg.
 FJ1296;SPC OK N     -   103,596.535   701,632.547   MT  0.99995407   +0 39 52.8
 FJ1296;SPC OK N     -   339,882.97  2,301,939.45   sFT  0.99995407   +0 39 52.8
 FJ1296;UTM  14      - 3,978,094.755   691,821.706   MT  1.00005342   +1 14 52.9
 FJ1296
 FJ1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1296!SPC OK N     -   0.99995590  x   0.99995407  =   0.99990998
 FJ1296!UTM  14      -   0.99995590  x   1.00005342  =   1.00000932
 FJ1296
 FJ1296:                Primary Azimuth Mark                     Grid Az
 FJ1296:SPC OK N     -  AGRA AZ MK                               181 02 42.1
 FJ1296:UTM  14      -  AGRA AZ MK                               180 27 42.0
 FJ1296
 FJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9182178094(NAD 83)
 FJ1296
 FJ1296|---------------------------------------------------------------------|
 FJ1296| PID    Reference Object                     Distance      Geod. Az  |
 FJ1296|                                                           dddmmss.s |
 FJ1296| CI0026 AGRA RM 2                            11.018 METERS 00109     |
 FJ1296| FJ1295 SHELL PIPELINE MAST 1               APPROX. 9.0 KM 1203404.6 |
 FJ1296| CI0025 AGRA RM 1                             8.808 METERS 17807     |
 FJ1296| CI0024 AGRA AZ MK                                         1814234.9 |
 FJ1296|---------------------------------------------------------------------|
 FJ1296
 FJ1296                          SUPERSEDED SURVEY CONTROL
 FJ1296
 FJ1296  NAD 83(1986)-  35 55 42.20868(N)    096 52 25.44550(W) AD(       ) 2
 FJ1296  NAD 27      -  35 55 41.98237(N)    096 52 24.34146(W) AD(       ) 2
 FJ1296
 FJ1296.Superseded values are not recommended for survey control.
 FJ1296
 FJ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1296.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1296
 FJ1296_MARKER: DS = TRIANGULATION STATION DISK
 FJ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1296_STAMPING: AGRA 1954
 FJ1296_MARK LOGO: CGS
 FJ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1296+STABILITY: SURFACE MOTION
 FJ1296
 FJ1296  HISTORY     - Date     Condition        Report By
 FJ1296  HISTORY     - 1954     MONUMENTED       CGS
 FJ1296  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ1296
 FJ1296                          STATION DESCRIPTION
 FJ1296
 FJ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1296'THE STATION IS IN THE SW 1/4 OF SEC. 22, T. 17 N., R. 4 E.,
 FJ1296'2-1/4 MILES NORTH OF THE SMALL COMMUNITY OF AGRA AND NEAR THE EAST
 FJ1296'RIGHT-OF-WAY FENCE LINE OF STATE HIGHWAY 18.
 FJ1296'
 FJ1296'TO REACH FROM THE POST OFFICE IN AGRA, GO NORTH ON STATE HIGHWAY
 FJ1296'18 FOR 2.2 MILES TO A CROSS ROAD, CONTINUE NORTH FOR 0.05 MILE
 FJ1296'TO THE TOP OF A RISE AND THE STATION SITE ON THE RIGHT, EAST
 FJ1296'SIDE OF HIGHWAY.
 FJ1296'
 FJ1296'THE STATION MARK, 193 FEET NORTH OF A PIPE LINE, 46 FEET EAST
 FJ1296'OF THE CENTER LINE OF STATE HIGHWAY 18, 6 FEET NORTH OF A WHITE
 FJ1296'POST, 2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE, PROJECTS
 FJ1296'3 INCHES AND THE DISK IS STAMPED AGRA 1954.
 FJ1296'
 FJ1296'REFERENCE MARK NO. 1, SOUTH OF THE STATION AND 1 FOOT WEST OF
 FJ1296'THE EAST RIGHT-OF-WAY FENCE LINE, PROJECTS 2 INCHES AND THE
 FJ1296'DISK IS STAMPED AGRA NO 1 1954.
 FJ1296'
 FJ1296'REFERENCE MARK NO. 2, NORTH OF THE STATION AND 1 FOOT WEST
 FJ1296'OF THE EAST RIGHT-OF-WAY FENCE LINE, PROJECTS 2 INCHES AND
 FJ1296'THE DISK IS STAMPED AGRA NO 2 1954.
 FJ1296'
 FJ1296'THE AZIMUTH MARK, APPROXIMATELY 0.55 MILE SOUTH OF THE STATION,
 FJ1296'49 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 18, 2 FEET NORTH
 FJ1296'OF A WHITE POST, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE
 FJ1296'LINE AT A POINT INTERSECTED BY A DIVIDING FENCE LINE, PROJECTS
 FJ1296'4 INCHES AND THE DISK IS STAMPED AGRA 1954.
 FJ1296
 FJ1296                          STATION RECOVERY (2018)
 FJ1296
 FJ1296'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ1296'THE ORIGINAL NORTH-SOUTH R/W FENCE HAS BEEN REMOVED AND A NEW FIVE
 FJ1296'STRAND BARBED WIRE FENCE HAS BEEN CONSTRUCTED 10 FT (3.0 M) EAST OF
 FJ1296'THE ORIGINAL LOCATION.  THE MARK WAS MORE THAN LIKELY DESTROYED DURING
 FJ1296'HIGHWAY CONSTRUCTION/IMPROVEMENTS.  REFERENCE MARK 2 (CI0026) WAS
 FJ1296'FOUND IN GOOD CONDITION AND IS NOW PROJECTING 1 FT (0.3 M) ABOVE
 FJ1296'GRADE.  REFERENCE MARK 1 (CI0025) WAS SEARCHED FOR, BUT WAS NOT FOUND.
 FJ1296'THE AZIMUTH MARK (CI0024) WAS FOUND DESTROYED.  IT HAS BEEN UPROOTED
 FJ1296'AND IS LYING ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0889 ***********************************************************************
 EL0889  DESIGNATION -  AIR
 EL0889  PID         -  EL0889
 EL0889  STATE/COUNTY-  OK/CARTER
 EL0889  COUNTRY     -  US
 EL0889  USGS QUAD   -  GENE AUTRY (2018)
 EL0889
 EL0889                         *CURRENT SURVEY CONTROL
 EL0889  ______________________________________________________________________
 EL0889* NAD 83(1993) POSITION- 34 18 39.46649(N) 097 01 40.25996(W)   ADJUSTED
 EL0889* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 EL0889  ______________________________________________________________________
 EL0889  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 EL0889  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 EL0889  HORZ ORDER      -  SECOND
 EL0889
 EL0889.This mark is at Ardmore(MUNI Airport (ADM)
 EL0889
 EL0889.The horizontal coordinates were established by classical geodetic methods
 EL0889.and adjusted by the National Geodetic Survey in November 1994.
 EL0889
 EL0889.The orthometric height was scaled from a topographic map.
 EL0889
 EL0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0889.GEOID18 height accuracy estimate available here.
 EL0889
 EL0889.Click photographs - Photos may exist for this station.
 EL0889
 EL0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0889
 EL0889. The following values were computed from the NAD 83(1993) position.
 EL0889
 EL0889;                    North         East     Units Scale Factor Converg.
 EL0889;SPC OK S     -   108,872.624   689,477.178   MT  0.99994725   +0 33 06.5
 EL0889;SPC OK S     -   357,192.93  2,262,059.71   sFT  0.99994725   +0 33 06.5
 EL0889;UTM  14      - 3,798,396.691   681,470.624   MT  1.00000594   +1 06 43.1
 EL0889
 EL0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0889!SPC OK S     -   0.99996665  x   0.99994725  =   0.99991390
 EL0889!UTM  14      -   0.99996665  x   1.00000594  =   0.99997259
 EL0889
 EL0889:                Primary Azimuth Mark                     Grid Az
 EL0889:SPC OK S     -  AIR AZ MK                                185 44 36.2
 EL0889:UTM  14      -  AIR AZ MK                                185 10 59.6
 EL0889
 EL0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8147098396(NAD 83)
 EL0889
 EL0889|---------------------------------------------------------------------|
 EL0889| PID    Reference Object                     Distance      Geod. Az  |
 EL0889|                                                           dddmmss.s |
 EL0889| CX9514 AIR RM 1                             42.975 METERS 09917     |
 EL0889| EL0890 ARDMORE AFB CONTROL TOWER           APPROX. 1.2 KM 1764122.9 |
 EL0889| CX9513 AIR AZ MK                                          1861742.7 |
 EL0889| EL0891 ARDMORE AFB WATER TANK AND BCN      APPROX. 1.4 KM 2122123.5 |
 EL0889| CX9515 AIR RM 2                             41.062 METERS 24255     |
 EL0889|---------------------------------------------------------------------|
 EL0889
 EL0889                          SUPERSEDED SURVEY CONTROL
 EL0889
 EL0889  NAD 83(1986)-  34 18 39.47186(N)    097 01 40.25102(W) AD(       ) 2
 EL0889  NAD 27      -  34 18 39.14320(N)    097 01 39.20170(W) AD(       ) 2
 EL0889
 EL0889.Superseded values are not recommended for survey control.
 EL0889
 EL0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0889.See file dsdata.pdf to determine how the superseded data were derived.
 EL0889
 EL0889_MARKER: DS = TRIANGULATION STATION DISK
 EL0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0889_STAMPING: AIR 1954
 EL0889_MARK LOGO: CGS
 EL0889_PROJECTION: FLUSH
 EL0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0889+STABILITY: SURFACE MOTION
 EL0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0889+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 EL0889
 EL0889  HISTORY     - Date     Condition        Report By
 EL0889  HISTORY     - 1954     MONUMENTED       CGS
 EL0889  HISTORY     - 1956     GOOD             CGS
 EL0889  HISTORY     - 1970     GOOD             NGS
 EL0889  HISTORY     - 1975     GOOD             NGS
 EL0889  HISTORY     - 1980     GOOD             NGS
 EL0889  HISTORY     - 1980     GOOD             NGS
 EL0889  HISTORY     - 1983     GOOD             NGS
 EL0889  HISTORY     - 20060612 GOOD             INDIV
 EL0889
 EL0889                          STATION DESCRIPTION
 EL0889
 EL0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0889'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SPRINGER AND
 EL0889'ABOUT 2 MILES NORTH OF GENE AUTRY IN THE NORTHERN SECTION
 EL0889'OF THE ARDMORE AIR FORCE BASE, 0.1 MILE EAST-NORTHEAST OF
 EL0889'A PUMPING STATION AND A GROUND STORAGE TANK, 28 FEET SOUTHWEST
 EL0889'OF THE SOUTHWEST CORNER OF A SMALL SHELTER HOUSE, AND 12
 EL0889'FEET EAST OF AN OLD TELEPHONE POLE.  IT IS A STANDARD DISK
 EL0889'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 EL0889'THE GROUND SURFACE.  IT IS STAMPED AIR 1954.
 EL0889'
 EL0889'R.M. NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0889'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 EL0889'IS ABOUT 3 FEET BELOW STATION ELEVATION AND IT IS STAMPED
 EL0889'AIR NO 1 1954.
 EL0889'
 EL0889'R.M. NO. 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0889'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 EL0889'IS ON ABOUT THE SAME ELEVATION WITH THE STATION AND IT IS
 EL0889'STAMPED AIR NO 2 1954.
 EL0889'
 EL0889'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN THE WEST HEAD
 EL0889'WALL OF A CONCRETE CULVERT AND WATER BASIN, 100 FEET
 EL0889'NORTH-NORTHEAST OF THE CENTER OF A T-INTERSECTION AND 60
 EL0889'FEET NORTH OF A POWER LINE BRACE POLE.  THE DISK IS STAMPED
 EL0889'AIR 1954.
 EL0889'
 EL0889'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER GO
 EL0889'SOUTH ON U.S. HIGHWAY 77 FOR 0.6 MILE TO A CROSS ROAD, TURN
 EL0889'LEFT AND GO EAST FOR 6.0 MILES TO THE MAIN ENTRANCE TO THE
 EL0889'ARDMORE AIR FORCE BASE, PASS THROUGH THE ENTRANCE AND CONTINUE
 EL0889'EAST FOR 0.4 MILE TO A CROSS STREET, TURN LEFT AND GO NORTH
 EL0889'FOR 0.35 MILE TO A CROSS STREET, (AZIMUTH MARK 0.1 MILE
 EL0889'EAST AS DESCRIBED), CONTINUE STRAIGHT AHEAD, NORTH, FOR
 EL0889'0.35 MILE TO A T-INTERSECTION, TURN RIGHT AND FOLLOW THE
 EL0889'WINDING ROAD FOR 0.1 MILE TO A PUMP HOUSE AND A LARGE WATER
 EL0889'TANK, PASS TO THE SOUTH OF THE PUMP HOUSE AND GO
 EL0889'EAST-NORTHEAST FOR 0.1 MILE TO THE TOP OF A GENTLY ROUNDED
 EL0889'HILL AND THE STATION AS DESCRIBED.
 EL0889
 EL0889                          STATION RECOVERY (1956)
 EL0889
 EL0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 EL0889'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED AS DESCRIBED
 EL0889'IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 EL0889
 EL0889                          STATION RECOVERY (1970)
 EL0889
 EL0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 EL0889'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 EL0889'WERE RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 EL0889'
 EL0889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ARDMORE
 EL0889'MUNICIPAL AIRPORT
 EL0889
 EL0889                          STATION RECOVERY (1975)
 EL0889
 EL0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0889'THE STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 EL0889'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 EL0889'
 EL0889'THE FOLLOWING ADDITIONS SHOULD BE ENTERED--STATION IS 348 FT. E OF
 EL0889'N.E. CORNER OF FILTRATION PLANT BLDG. 29.4 FT S.W. OF THE CONCRETE
 EL0889'FOOTING WHICH IS S.W. OF THE FOUR FOOTINGS.
 EL0889'
 EL0889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 EL0889'SPRINGER.
 EL0889
 EL0889                          STATION RECOVERY (1980)
 EL0889
 EL0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 EL0889'RECOVERED AS DESCRIBED IN GOOD CONDITION AS DESCRIBED BY JWB
 EL0889'IN 1975.
 EL0889'
 EL0889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 EL0889'SPRINGER.
 EL0889
 EL0889                          STATION RECOVERY (1980)
 EL0889
 EL0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 EL0889'RECOVERED IN GOOD CONDITION.
 EL0889
 EL0889                          STATION RECOVERY (1983)
 EL0889
 EL0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EL0889'RECOVERED AS DESCRIBED.
 EL0889'
 EL0889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ARDMORE
 EL0889'MUNICIPAL AIRPORT.
 EL0889
 EL0889                          STATION RECOVERY (2006)
 EL0889
 EL0889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SFS)
 EL0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1299 ***********************************************************************
 FJ1299  DESIGNATION -  AIR
 FJ1299  PID         -  FJ1299
 FJ1299  STATE/COUNTY-  OK/LINCOLN
 FJ1299  COUNTRY     -  US
 FJ1299  USGS QUAD   -  CUSHING (2018)
 FJ1299
 FJ1299                         *CURRENT SURVEY CONTROL
 FJ1299  ______________________________________________________________________
 FJ1299* NAD 83(1993) POSITION- 35 53 09.70841(N) 096 47 15.90691(W)   ADJUSTED
 FJ1299* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 FJ1299  ______________________________________________________________________
 FJ1299  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 FJ1299  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 FJ1299  HORZ ORDER      -  SECOND
 FJ1299
 FJ1299.The horizontal coordinates were established by classical geodetic methods
 FJ1299.and adjusted by the National Geodetic Survey in November 1994.
 FJ1299
 FJ1299.The orthometric height was scaled from a topographic map.
 FJ1299
 FJ1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1299.GEOID18 height accuracy estimate available here.
 FJ1299
 FJ1299.Click photographs - Photos may exist for this station.
 FJ1299
 FJ1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1299
 FJ1299. The following values were computed from the NAD 83(1993) position.
 FJ1299
 FJ1299;                    North         East     Units Scale Factor Converg.
 FJ1299;SPC OK N     -    98,990.619   709,450.302   MT  0.99995740   +0 42 55.5
 FJ1299;SPC OK N     -   324,771.72  2,327,588.20   sFT  0.99995740   +0 42 55.5
 FJ1299;UTM  14      - 3,973,568.039   699,686.805   MT  1.00009137   +1 17 49.9
 FJ1299
 FJ1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1299!SPC OK N     -   0.99995324  x   0.99995740  =   0.99991064
 FJ1299!UTM  14      -   0.99995324  x   1.00009137  =   1.00004461
 FJ1299
 FJ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9968673568(NAD 83)
 FJ1299
 FJ1299                          SUPERSEDED SURVEY CONTROL
 FJ1299
 FJ1299  NAD 83(1986)-  35 53 09.71968(N)    096 47 15.88771(W) AD(       ) 2
 FJ1299  NAD 27      -  35 53 09.48569(N)    096 47 14.79858(W) AD(       ) 2
 FJ1299
 FJ1299.Superseded values are not recommended for survey control.
 FJ1299
 FJ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1299.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1299
 FJ1299_MARKER: P = PIPE CAP
 FJ1299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ1299_MARK LOGO: USGS
 FJ1299_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1299
 FJ1299  HISTORY     - Date     Condition        Report By
 FJ1299  HISTORY     - UNK      MONUMENTED       USGS
 FJ1299  HISTORY     - 1935     GOOD             CGS
 FJ1299  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ1299
 FJ1299                          STATION DESCRIPTION
 FJ1299
 FJ1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1299'ORIGINAL DESCRIPTION NOT AVAILABLE.  STATION IS ABOUT 2 MILES
 FJ1299'WEST OF AVERY, 5 MILES EAST AND 1 MILE SOUTH OF AGRA, IN
 FJ1299'SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 4, T. 16 N., R.
 FJ1299'5 E., ON RIGHT-OF-WAY OF SECTION-LINE ROAD.  MARK IS 19 FEET
 FJ1299'EAST OF SECTION-LINE ROAD, 0.15 MILE NORTH OF SOUTHWEST
 FJ1299'CORNER OF SECTION 4, AND IS 21.73 FEET (6.624 METERS) WEST
 FJ1299'OF U.S.C. AND G.S. TRIANGULATION STATION LONG.
 FJ1299'
 FJ1299'TO REACH FROM CROSS ROAD AT AVERY, GO WEST ON DIRT ROAD FOR 2.0
 FJ1299'MILES TO CROSS ROAD AT SCHOOL, THENCE RIGHT (NORTH) FOR 0.15
 FJ1299'MILE TO MARK ON EAST SIDE.
 FJ1299'
 FJ1299'MARK IS A 3-INCH CAST IRON PIPE, PROJECTING 12 INCHES ABOVE
 FJ1299'GROUND, AND BEARING A STANDARD BRONZE U.S.G.S. BENCH MARK CAP.
 FJ1299'NO DATE, NAME, NUMBER OR ELEVATION WAS INSCRIBED ON CAP.
 FJ1299'SOIL AROUND PIPE IS LOOSE AND THE MARK IS SHAKY.
 FJ1299
 FJ1299                          STATION RECOVERY (2018)
 FJ1299
 FJ1299'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ1299'THE MARK WAS REMOVED BY THE LAND OWNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0281 ***********************************************************************
 GH0281  DESIGNATION -  AIRPORT
 GH0281  PID         -  GH0281
 GH0281  STATE/COUNTY-  OK/KAY
 GH0281  COUNTRY     -  US
 GH0281  USGS QUAD   -  PONCA CITY (2018)
 GH0281
 GH0281                         *CURRENT SURVEY CONTROL
 GH0281  ______________________________________________________________________
 GH0281* NAD 83(1986) POSITION- 36 43 46.     (N) 097 06 07.     (W)   SCALED
 GH0281* NAVD 88 ORTHO HEIGHT -   304.418 (meters)      998.74  (feet) ADJUSTED
 GH0281  ______________________________________________________________________
 GH0281  GEOID HEIGHT    -        -28.889 (meters)                     GEOID18
 GH0281  DYNAMIC HEIGHT  -        304.158 (meters)      997.89  (feet) COMP
 GH0281  MODELED GRAVITY -    979,767.3   (mgal)                       NAVD 88
 GH0281
 GH0281  VERT ORDER      -  SECOND    CLASS 0
 GH0281
 GH0281.This mark is at Ponca City Airport (PNC)
 GH0281
 GH0281.The horizontal coordinates were scaled from a map and have
 GH0281.an estimated accuracy of +/- 6 seconds.
 GH0281
 GH0281.The orthometric height was determined by differential leveling and
 GH0281.adjusted by the NATIONAL GEODETIC SURVEY
 GH0281.in June 1991.
 GH0281
 GH0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0281.GEOID18 height accuracy estimate available here.
 GH0281
 GH0281.Click photographs - Photos may exist for this station.
 GH0281
 GH0281.The dynamic height is computed by dividing the NAVD 88
 GH0281.geopotential number by the normal gravity value computed on the
 GH0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0281.degrees latitude (g = 980.6199 gals.).
 GH0281
 GH0281.The modeled gravity was interpolated from observed gravity values.
 GH0281
 GH0281;                    North         East    Units  Estimated Accuracy
 GH0281;SPC OK N     -   192,260.      680,220.      MT  (+/- 180 meters Scaled)
 GH0281
 GH0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF694665(NAD 83)
 GH0281
 GH0281                          SUPERSEDED SURVEY CONTROL
 GH0281
 GH0281  NAD 27      -  36 43 45.96541(N)    097 06 05.90795(W) AD(       ) 2
 GH0281  NGVD 29 (??/??/92)  304.287  (m)          998.31   (f) ADJ UNCH    2 0
 GH0281
 GH0281.Superseded values are not recommended for survey control.
 GH0281
 GH0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0281.See file dsdata.pdf to determine how the superseded data were derived.
 GH0281
 GH0281_MARKER: DB = BENCH MARK DISK
 GH0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0281_SP_SET: CONCRETE CURBING
 GH0281_STAMPING: AIRPORT 1960
 GH0281_MARK LOGO: CGS
 GH0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0281
 GH0281  HISTORY     - Date     Condition        Report By
 GH0281  HISTORY     - 1960     MONUMENTED       CGS
 GH0281
 GH0281                          STATION DESCRIPTION
 GH0281
 GH0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GH0281'AT PONCA CITY MUNICIPAL AIRPORT.
 GH0281'LOCATED ABOUT 2.0 MILES NORTHWEST OF PONCA CITY AT THE MUNICIPAL
 GH0281'AIRPORT, 38.0 FEET NORTHEAST OF NORTHEAST CORNER OF A HIGH WIRE
 GH0281'FENCE AROUND AN ELECTRIC TRANSFORMER, 26.5 FEET WEST OF A
 GH0281'FLOODLIGHT POLE, 8.4 FEET EAST OF EAST SIDE OF TERMINAL BUILDING,
 GH0281'AND AT THE NORTHWEST CORNER OF A PAVED UNLOADING AREA AT THE
 GH0281'SOUTHEAST CORNER OF TERMINAL BUILDING.  A STANDARD BENCH MARK
 GH0281'DISK CEMENTED IN A DRILL HOLE IN THE CORNER BLOCK OF THE CONCRETE
 GH0281'CURBING FOR THE PAVED UNLOADING AREA, AND STAMPED AIRPORT 1960.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8629 ***********************************************************************
 AC8629  DESIGNATION -  AIRPORT
 AC8629  PID         -  AC8629
 AC8629  STATE/COUNTY-  OK/KAY
 AC8629  COUNTRY     -  US
 AC8629  USGS QUAD   -  PONCA CITY (2018)
 AC8629
 AC8629                         *CURRENT SURVEY CONTROL
 AC8629  ______________________________________________________________________
 AC8629* NAD 83(1997) POSITION- 36 43 46.08496(N) 097 06 07.06240(W)   ADJUSTED
 AC8629  ______________________________________________________________________
 AC8629  GEOID HEIGHT    -        -28.889 (meters)                     GEOID18
 AC8629  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 AC8629  HORZ ORDER      -  SECOND
 AC8629
 AC8629.This mark is at Ponca City Airport (PNC)
 AC8629
 AC8629.The horizontal coordinates were established by classical geodetic methods
 AC8629.and adjusted by the National Geodetic Survey in October 1998.
 AC8629
 AC8629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8629.GEOID18 height accuracy estimate available here.
 AC8629
 AC8629.Click photographs - Photos may exist for this station.
 AC8629
 AC8629.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8629
 AC8629. The following values were computed from the NAD 83(1997) position.
 AC8629
 AC8629;                    North         East     Units Scale Factor Converg.
 AC8629;SPC OK N     -   192,266.168   680,216.515   MT  0.99999342   +0 31 47.9
 AC8629;SPC OK N     -   630,793.25  2,231,677.02   sFT  0.99999342   +0 31 47.9
 AC8629;UTM  14      - 4,066,541.273   669,485.303   MT  0.99995390   +1 08 07.3
 AC8629
 AC8629:                Primary Azimuth Mark                     Grid Az
 AC8629:SPC OK N     -  AIRPORT AZ MK OLD                        350 38 47.8
 AC8629:UTM  14      -  AIRPORT AZ MK OLD                        350 02 28.4
 AC8629
 AC8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6948566541(NAD 83)
 AC8629
 AC8629|---------------------------------------------------------------------|
 AC8629| PID    Reference Object                     Distance      Geod. Az  |
 AC8629|                                                           dddmmss.s |
 AC8629| GH0670 AIRPORT AZ MK 2                     APPROX. 0.8 KM 02900     |
 AC8629| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX. 6.7 KM 0824220.0 |
 AC8629| GH0659 PONCA CITY HOSPITAL STACK           APPROX. 3.0 KM 0985027.6 |
 AC8629| AC8631 PONCA CITY MUNICIPAL AIRPORT BEACON                14135     |
 AC8629| GH0664 PONCA CITY AIRPORT AIR BEACON        57.145 METERS 14144     |
 AC8629| GH0663 PONCA CITY CITIES SERV OIL STK      APPROX. 4.4 KM 1595725.6 |
 AC8629| GH0667 PONCA CITY APT HOMING BCN MAST       95.546 METERS 21458     |
 AC8629| CL4157 AIRPORT RM 1                         28.808 METERS 24553     |
 AC8629| CL4158 AIRPORT RM 2                         39.642 METERS 35021     |
 AC8629| CL4156 AIRPORT AZ MK OLD                                  3511035.7 |
 AC8629|---------------------------------------------------------------------|
 AC8629
 AC8629                          SUPERSEDED SURVEY CONTROL
 AC8629
 AC8629  NAD 83(1993)-  36 43 46.08560(N)    097 06 07.06165(W) AD(       ) 2
 AC8629  NAD 83(1986)-  36 43 46.09644(N)    097 06 07.05096(W) AD(       ) 2
 AC8629  NAD 27      -  36 43 45.96541(N)    097 06 05.90795(W) AD(       ) 2
 AC8629
 AC8629.Superseded values are not recommended for survey control.
 AC8629
 AC8629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8629.See file dsdata.pdf to determine how the superseded data were derived.
 AC8629
 AC8629_MARKER: DS = TRIANGULATION STATION DISK
 AC8629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8629_STAMPING: AIRPORT 1963
 AC8629_MARK LOGO: CGS
 AC8629_PROJECTION: FLUSH
 AC8629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8629+STABILITY: SURFACE MOTION
 AC8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8629+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2017
 AC8629
 AC8629  HISTORY     - Date     Condition        Report By
 AC8629  HISTORY     - 1963     MONUMENTED       CGS
 AC8629  HISTORY     - 1966     GOOD             CGS
 AC8629  HISTORY     - 1966     GOOD             CGS
 AC8629  HISTORY     - 1976     GOOD             NGS
 AC8629  HISTORY     - 1979     GOOD             NGS
 AC8629  HISTORY     - 1980     GOOD             NGS
 AC8629  HISTORY     - 1980     GOOD             NGS
 AC8629  HISTORY     - 19930710 GOOD             NGS
 AC8629  HISTORY     - 20170119 GOOD             INDIV
 AC8629
 AC8629                          STATION DESCRIPTION
 AC8629
 AC8629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 AC8629'THE STATION IS LOCATED 1-1/2 MILES NORTHWEST OF PONCA CITY AND
 AC8629'103.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION
 AC8629'BUILDING OF THE PONCA CITY MUNICIPAL AIRPORT.
 AC8629'
 AC8629'THE STATION MARK IS A STANDARD DISK, STAMPED AIRPORT 1963, SET
 AC8629'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 AC8629'SURFACE OF THE GROUND.  IT IS 56 FEET EAST OF THE CENTERLINE OF
 AC8629'THE WEST ROAD, 49 FEET WEST OF THE CENTERLINE OF THE EAST
 AC8629'ROAD, 39.5 FEET SOUTHEAST OF A SEWER MANHOLE COVER, 27.5 FEET
 AC8629'SOUTH SOUTHWEST OF THE NORTH ONE OF THREE WATER HYDRANTS
 AC8629'AND IN THE CENTER OF THE LAWN.
 AC8629'
 AC8629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT NO 1 1963,
 AC8629'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 AC8629'THE SURFACE OF THE GROUND.  IT IS 77 FEET SOUTH SOUTHWEST OF THE
 AC8629'SEWER MANHOLE COVER, 36 FEET WEST OF THE CENTERLINE OF A ROAD
 AC8629'AND IN THE LAWN.
 AC8629'
 AC8629'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRPORT NO 2 1963,
 AC8629'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 AC8629'WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF THE
 AC8629'CENTERLINE OF A ROAD, 3 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH
 AC8629'OF A EAST-WEST FENCE LINE.
 AC8629'
 AC8629'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AIRPORT 1963,
 AC8629'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 AC8629'3 INCHES.  IT IS 39 FEET EAST OF THE CENTERLINE OF WAVERLY
 AC8629'ROAD, 9 FEET SOUTHEAST OF A FENCE CORNER AND 2 FEET EAST
 AC8629'OF A WITNESS POST.
 AC8629'
 AC8629'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON WAVERLY
 AC8629'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST,
 AC8629'SIDE OF THE ROAD.
 AC8629
 AC8629                          STATION RECOVERY (1966)
 AC8629
 AC8629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AC8629'RECOVERED IN GOOD CONDITION.
 AC8629
 AC8629                          STATION RECOVERY (1966)
 AC8629
 AC8629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 AC8629'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AC8629'FOUND TO BE IN GOOD CONDITION.  THE 1963 DESCRIPTION IS
 AC8629'ADEQUATE.
 AC8629'
 AC8629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT PONCA
 AC8629'CITY MUNICIPAL AIRPORT.
 AC8629
 AC8629                          STATION RECOVERY (1976)
 AC8629
 AC8629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBR)
 AC8629'STATION, RMS 1 AND 2 RECOVERED AS DESCRIBED--AZ MK SEARCHED FOR, BUT
 AC8629'NOT RECOVERED.
 AC8629'
 AC8629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PONCA CITY.
 AC8629
 AC8629                          STATION RECOVERY (1979)
 AC8629
 AC8629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AC8629'STATION MARKS AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AC8629'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  THE ANGLE BETWEEN
 AC8629'THE REFERENCE MARKS WAS FOUND TO BE 1 MINUTE, 19 SECONDS LARGER
 AC8629'THAN 1963 DATA.  THE DISTANCES TO THE REFERENCE MARKS CHECKED THE
 AC8629'1963 DATA BUT IT WAS NOTED THERE WAS A 100 FOOT ERROR IN THE BOX
 AC8629'SCORE TO REFERENCE MARK 2.  SINCE A NEW AZIMUTH MARK WAS ESTABLISHED,
 AC8629'A NEW DESCRIPTION FOLLOWS.
 AC8629'
 AC8629'THE STATION IS LOCATED IN PONCA CITY, AT THE PONCA CITY MUNICIPAL
 AC8629'AIRPORT, 103.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT
 AC8629'TERMINAL BUILDING.  MR. FRED STEWART, AIRPORT MANAGER, GAVE
 AC8629'PERMISSION TO OCCUPY THE STATION AND TO ESTABLISH THE NEW AZIMUTH
 AC8629'MARK WHICH IS ALSO ON AIRPORT PROPERTY.
 AC8629'
 AC8629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WAVERLY
 AC8629'STREET FOR 0.8 MILE TO HARTFORD AVENUE ON THE LEFT, TURN LEFT AND GO
 AC8629'EAST ON HARTFORD AVENUE FOR 0.7 MILE TO ASH STREET ON THE LEFT.  TURN
 AC8629'LEFT AND GO NORTH ON ASH STREET FOR 0.9 MILE TO A PAVED SIDE ROAD
 AC8629'LEFT.  TURN LEFT AND GO WEST ON THE PAVED ROAD, PASSING THROUGH
 AC8629'AN INDUSTRIAL PARK, FOR 0.4 MILE TO A T-INTERSECTION.  TURN LEFT
 AC8629'AND GO SOUTH FOR 0.05 MILE TO THE MARK ON THE RIGHT, JUST SOUTH
 AC8629'OF HANGAR NUMBER 3, WHICH IS CURRENTLY LEASED BY THE VACCU-MAID
 AC8629'COMPANY.
 AC8629'
 AC8629'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---AIRPORT 1963---
 AC8629'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 AC8629'THE GROUND.  IT IS AT THE NORTH END OF A GRASSY AREA FORMED BY AN
 AC8629'OVAL DRIVE IN FRONT OF THE TERMINAL BUILDING, 56 FEET EAT OF THE
 AC8629'CENTERLINE OF THE WEST SIDE OF THE OVAL DRIVE, 49 FEET WEST OF THE
 AC8629'CENTERLINE OF THE EAST SIDE OF THE OVAL DRIVE AND 39.5 FEET
 AC8629'SOUTHEAST OF A MANHOLE COVER.  UNDERGROUND MARK WAS NOT INSPECTED.
 AC8629'
 AC8629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---AIRPORT NO 1 1963---
 AC8629'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT
 AC8629'IS 77.0 FEET SOUTH-SOUTHWEST OF THE MANHOLE COVER AND 36 FEET WEST
 AC8629'OF THE CENTERLINE OF THE WEST SIDE OF THE OVAL DRIVE.
 AC8629'
 AC8629'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---AIRPORT NO 2 1963---
 AC8629'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST THAT IS
 AC8629'FLUSH.  IT IS 34 FEET NORTH OF THE CENTERLINE OF THE NORTH ENTRANCE
 AC8629'TO THE AIRPORT, 3 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 AC8629'CHAINLINK FENCE.
 AC8629'
 AC8629'AZIMUTH MARK IS A STANDARD DISK, STAMPED---AIRPORT 1963 1979---SET
 AC8629'IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 AC8629'22.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRICK PORTION OF
 AC8629'HANGAR NUMBER 3, 2.0 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF
 AC8629'A FENCE.
 AC8629
 AC8629                          STATION RECOVERY (1980)
 AC8629
 AC8629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AC8629'RECOVERED IN GOOD CONDITION.
 AC8629
 AC8629                          STATION RECOVERY (1980)
 AC8629
 AC8629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 AC8629'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDTION AS
 AC8629'ORIGINALLY DESCRIBED.  A NGS AZIMUTH MARK DISK, STAMPED AIRPORT 1963
 AC8629'1979, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AC8629'SURFACE OF THE GROUND, HAS BEEN FOUND ABOUT 2,700 FEET
 AC8629'NORTH-NORTHEAST OF THE STATION AND ABOUT 700 FEET EAST OF THE
 AC8629'CENTERLINE OF RUNWAY 17/35 AT THE SOUTH SIDE OF HANGAR NUMBER
 AC8629'THREE.
 AC8629'
 AC8629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PONCA CITY
 AC8629'MUNICIPAL AIRPORT.
 AC8629
 AC8629                          STATION RECOVERY (1993)
 AC8629
 AC8629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC8629'THE STATION IS LOCATED AT THE TERMINAL BUILDING IF THE PONCA CITY
 AC8629'MUNICIPAL AIRPORT.  IT IS 56 FT (17.1 M) EAST OF THE CENTERLINE OF A
 AC8629'NORTH-SOUTH DRIVEWAY IN FRONT OF THE TERMINAL BUILDING, 39.5 FT (12.0
 AC8629'M) SOUTHEAST OF A SEWER MANHOLE COVER AND 27.5 FT (8.4 M)
 AC8629'SOUTH-SOUTHWEST OF THE NORTH WATER HYDRANT WHICH IS THE NORTHERNMOST
 AC8629'OF THREE HYDRANTS IN A GRASS ISLAND.  THE STATION IS A STANDARD DISK
 AC8629'STAMPED---AIRPORT 1963---, SET IN THE TOP OF AN 11 INCH SQUARE
 AC8629'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8629
 AC8629                          STATION RECOVERY (2017)
 AC8629
 AC8629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RLJ)
 AC8629'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0800 ***********************************************************************
 EL0800  DESIGNATION -  AIRPORT BCN ADA MUN APT 1955
 EL0800  PID         -  EL0800
 EL0800  STATE/COUNTY-  OK/PONTOTOC
 EL0800  COUNTRY     -  US
 EL0800  USGS QUAD   -  ADA (2018)
 EL0800
 EL0800                         *CURRENT SURVEY CONTROL
 EL0800  ______________________________________________________________________
 EL0800* NAD 83(1993) POSITION- 34 48 15.15503(N) 096 40 32.65793(W)   ADJUSTED
 EL0800* NAVD 88 ORTHO HEIGHT -   307.    (meters)     1007.    (feet) SCALED
 EL0800  ______________________________________________________________________
 EL0800  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 EL0800  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 EL0800  HORZ ORDER      -  THIRD
 EL0800
 EL0800.This mark is at Ada Airport (ADH)
 EL0800
 EL0800.The horizontal coordinates were established by classical geodetic methods
 EL0800.and adjusted by the National Geodetic Survey in November 1994.
 EL0800
 EL0800.The orthometric height was scaled from a topographic map.
 EL0800
 EL0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0800.GEOID18 height accuracy estimate available here.
 EL0800
 EL0800.Click photographs - Photos may exist for this station.
 EL0800
 EL0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0800
 EL0800. The following values were computed from the NAD 83(1993) position.
 EL0800
 EL0800;                    North         East     Units Scale Factor Converg.
 EL0800;SPC OK S     -   163,950.332   721,166.324   MT  0.99994329   +0 45 06.0
 EL0800;SPC OK S     -   537,893.71  2,366,026.51   sFT  0.99994329   +0 45 06.0
 EL0800;UTM  14      - 3,853,793.290   712,617.168   MT  1.00015720   +1 19 37.7
 EL0800
 EL0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0800!SPC OK S     -   0.99995594  x   0.99994329  =   0.99989924
 EL0800!UTM  14      -   0.99995594  x   1.00015720  =   1.00011314
 EL0800
 EL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1261753793(NAD 83)
 EL0800
 EL0800                          SUPERSEDED SURVEY CONTROL
 EL0800
 EL0800  NAD 83(1986)-  34 48 15.15764(N)    096 40 32.64560(W) AD(       ) 3
 EL0800  NAD 27      -  34 48 14.85700(N)    096 40 31.60000(W) AD(       ) 3
 EL0800
 EL0800.Superseded values are not recommended for survey control.
 EL0800
 EL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0800.See file dsdata.pdf to determine how the superseded data were derived.
 EL0800
 EL0800_MARKER: 21 = AIRPORT BEACON
 EL0800
 EL0800  HISTORY     - Date     Condition        Report By
 EL0800  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0800
 EL0800                          STATION DESCRIPTION
 EL0800
 EL0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0800'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ADA AT THE
 EL0800'NORTH EDGE OF CHAUNCEY FIELD.  IT IS A FOUR LEGGED STEEL
 EL0800'STRUCTURE SUPPORTING A FULL SWEEP BEACON THAT FLASHES ALTERNATELY
 EL0800'GREEN AND WHITE.  IT IS PAINTED ALTERNATELY RED AND WHITE
 EL0800'AND HAS AN OVER-ALL HEIGHT OF 40 FEET.
 EL0800'
 EL0800'THE POINT OBSERVED UPON WAS THE GREEN AND WHITE FLASHING LIGHT.
 EL0800'
 EL0800'TO REACH FROM THE JUNCTION OF STATE ROUTE NO. 3 AND STATE ROUTE
 EL0800'NO. 99 NEAR THE NORTH EDGE OF ADA, GO NORTH ON STATE ROUTE
 EL0800'NO. 99 FOR 1.9 MILES TO THE CHAUNCEY FIELD AIRPORT ON THE RIGHT
 EL0800'AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0694 ***********************************************************************
 GH0694  DESIGNATION -  AIRPORT BCN BLACKWELL MUN APT
 GH0694  PID         -  GH0694
 GH0694  STATE/COUNTY-  OK/KAY
 GH0694  COUNTRY     -  US
 GH0694  USGS QUAD   -  BLACKWELL (2018)
 GH0694
 GH0694                         *CURRENT SURVEY CONTROL
 GH0694  ______________________________________________________________________
 GH0694* NAD 83(1997) POSITION- 36 48 03.41086(N) 097 18 43.28273(W)   ADJUSTED
 GH0694  ______________________________________________________________________
 GH0694  GEOID HEIGHT    -        -28.725 (meters)                     GEOID18
 GH0694  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 GH0694  HORZ ORDER      -  THIRD
 GH0694
 GH0694.The horizontal coordinates were established by classical geodetic methods
 GH0694.and adjusted by the National Geodetic Survey in October 1998.
 GH0694
 GH0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0694.GEOID18 height accuracy estimate available here.
 GH0694
 GH0694.Click photographs - Photos may exist for this station.
 GH0694
 GH0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0694
 GH0694. The following values were computed from the NAD 83(1997) position.
 GH0694
 GH0694;                    North         East     Units Scale Factor Converg.
 GH0694;SPC OK N     -   200,045.009   661,397.126   MT  1.00000643   +0 24 21.6
 GH0694;SPC OK N     -   656,314.33  2,169,933.74   sFT  1.00000643   +0 24 21.6
 GH0694;UTM  14      - 4,074,120.197   650,586.359   MT  0.99987937   +1 00 40.9
 GH0694
 GH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5058674120(NAD 83)
 GH0694
 GH0694                          SUPERSEDED SURVEY CONTROL
 GH0694
 GH0694  NAD 83(1993)-  36 48 03.41192(N)    097 18 43.28185(W) AD(       ) 3
 GH0694  NAD 83(1986)-  36 48 03.42140(N)    097 18 43.27195(W) AD(       ) 3
 GH0694  NAD 27      -  36 48 03.30515(N)    097 18 42.11711(W) AD(       ) 3
 GH0694
 GH0694.Superseded values are not recommended for survey control.
 GH0694
 GH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0694.See file dsdata.pdf to determine how the superseded data were derived.
 GH0694
 GH0694_MARKER: 21 = AIRPORT BEACON
 GH0694
 GH0694  HISTORY     - Date     Condition        Report By
 GH0694  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0694
 GH0694                          STATION DESCRIPTION
 GH0694
 GH0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0694'STATION IS ABOUT 2 MILES WEST SOUTHWEST OF THE CENTER OF
 GH0694'BLACKWELL, IN THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF
 GH0694'SECTION 21, T 27 N, R 1 W, AT THE NORTHEAST CORNER OF THE
 GH0694'BLACKWELL MUNICIPAL AIRPORT.
 GH0694'
 GH0694'STATION IS THE CENTER OF THE BASE OF THE STEEL TOWER SUPPORTING
 GH0694'THE BEACON.  IT IS A 4 LEGGED RED AND WHITE STEEL STRUCTURE
 GH0694'ABOUT 50 FEET IN HEIGHT.
 GH0694'
 GH0694'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GH0694'BLACKWELL AIRPORT TO THE CENTER OF THE BASE OF THE TOWER.
 GH0694'THE DISTANCE BEING 24.500 M., 80.38 FT., SOUTH-SOUTHEAST OF
 GH0694'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0885 ***********************************************************************
 FJ0885  DESIGNATION -  AIRPORT BCN GUTHRIE APT
 FJ0885  PID         -  FJ0885
 FJ0885  STATE/COUNTY-  OK/LOGAN
 FJ0885  COUNTRY     -  US
 FJ0885  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0885
 FJ0885                         *CURRENT SURVEY CONTROL
 FJ0885  ______________________________________________________________________
 FJ0885* NAD 83(1993) POSITION- 35 51 13.48317(N) 097 25 07.10891(W)   ADJUSTED
 FJ0885  ______________________________________________________________________
 FJ0885  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 FJ0885  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 FJ0885  HORZ ORDER      -  THIRD
 FJ0885
 FJ0885.This mark is at Guthrie Airport (GOK)
 FJ0885
 FJ0885.The horizontal coordinates were established by classical geodetic methods
 FJ0885.and adjusted by the National Geodetic Survey in November 1994.
 FJ0885
 FJ0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0885.GEOID18 height accuracy estimate available here.
 FJ0885
 FJ0885.Click photographs - Photos may exist for this station.
 FJ0885
 FJ0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0885
 FJ0885. The following values were computed from the NAD 83(1993) position.
 FJ0885
 FJ0885;                    North         East     Units Scale Factor Converg.
 FJ0885;SPC OK N     -    94,882.461   652,511.655   MT  0.99996031   +0 20 35.1
 FJ0885;SPC OK N     -   311,293.54  2,140,781.99   sFT  0.99996031   +0 20 35.1
 FJ0885;UTM  14      - 3,968,881.217   642,792.533   MT  0.99985125   +0 55 35.0
 FJ0885
 FJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4279268881(NAD 83)
 FJ0885
 FJ0885                          SUPERSEDED SURVEY CONTROL
 FJ0885
 FJ0885  NAD 83(1986)-  35 51 13.49073(N)    097 25 07.09218(W) AD(       ) 3
 FJ0885  NAD 27      -  35 51 13.31524(N)    097 25 05.94409(W) AD(       ) 3
 FJ0885
 FJ0885.Superseded values are not recommended for survey control.
 FJ0885
 FJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0885.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0885
 FJ0885_MARKER: 21 = AIRPORT BEACON
 FJ0885
 FJ0885  HISTORY     - Date     Condition        Report By
 FJ0885  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0885  HISTORY     - 19960615 GOOD             USPSQD
 FJ0885
 FJ0885                          STATION DESCRIPTION
 FJ0885
 FJ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ITS)
 FJ0885'THE STATION IS THE CENTER OF THE REVOLVING BEACON AT THE
 FJ0885'NORTHWEST EDGE OF THE AIRPORT.  THE BEACON IS SUPPORTED BY A FOUR
 FJ0885'LEGGED SKELETON FRAMEWORK PAINTED RED AND WHITE AND APPROXIMATELY
 FJ0885'70 FEET HIGH.
 FJ0885'
 FJ0885'THE AIRPORT IS LOCATED ABOUT 1 MILE SOUTH OF GUTHRIE AND ABOUT
 FJ0885'0.5 MILE EAST OF U.S. HIGHWAY 77.
 FJ0885
 FJ0885                          STATION RECOVERY (1996)
 FJ0885
 FJ0885'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0740 ***********************************************************************
 GH0740  DESIGNATION -  AIRPORT BCN PERRY MUN APT 1963
 GH0740  PID         -  GH0740
 GH0740  STATE/COUNTY-  OK/NOBLE
 GH0740  COUNTRY     -  US
 GH0740  USGS QUAD   -  CERES (2018)
 GH0740
 GH0740                         *CURRENT SURVEY CONTROL
 GH0740  ______________________________________________________________________
 GH0740* NAD 83(1993) POSITION- 36 23 01.07629(N) 097 16 46.85348(W)   ADJUSTED
 GH0740* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0740  ______________________________________________________________________
 GH0740  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 GH0740  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 GH0740  HORZ ORDER      -  THIRD
 GH0740
 GH0740.This mark is at Perry Airport (F22)
 GH0740
 GH0740.The horizontal coordinates were established by classical geodetic methods
 GH0740.and adjusted by the National Geodetic Survey in November 1994.
 GH0740
 GH0740.The orthometric height was scaled from a topographic map.
 GH0740
 GH0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0740.GEOID18 height accuracy estimate available here.
 GH0740
 GH0740.Click photographs - Photos may exist for this station.
 GH0740
 GH0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0740
 GH0740. The following values were computed from the NAD 83(1993) position.
 GH0740
 GH0740;                    North         East     Units Scale Factor Converg.
 GH0740;SPC OK N     -   153,758.902   664,626.894   MT  0.99995250   +0 25 30.3
 GH0740;SPC OK N     -   504,457.33  2,180,530.07   sFT  0.99995250   +0 25 30.3
 GH0740;UTM  14      - 4,027,874.584   654,300.721   MT  0.99989335   +1 01 14.4
 GH0740
 GH0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0740!SPC OK N     -   0.99995548  x   0.99995250  =   0.99990799
 GH0740!UTM  14      -   0.99995548  x   0.99989335  =   0.99984884
 GH0740
 GH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5430027874(NAD 83)
 GH0740
 GH0740                          SUPERSEDED SURVEY CONTROL
 GH0740
 GH0740  NAD 83(1986)-  36 23 01.08629(N)    097 16 46.84055(W) AD(       ) 3
 GH0740  NAD 27      -  36 23 00.94178(N)    097 16 45.69058(W) AD(       ) 3
 GH0740
 GH0740.Superseded values are not recommended for survey control.
 GH0740
 GH0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0740.See file dsdata.pdf to determine how the superseded data were derived.
 GH0740
 GH0740_MARKER: 21 = AIRPORT BEACON
 GH0740
 GH0740  HISTORY     - Date     Condition        Report By
 GH0740  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0740
 GH0740                          STATION DESCRIPTION
 GH0740
 GH0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0740'STATION IS ON THE PERRY MUNICIPAL AIRPORT, ABOUT 14 MILES
 GH0740'SOUTHWEST OF MARLAND, 13-1/2 MILES SOUTHEAST OF BILLINGS
 GH0740'AND 7 MILES NORTH OF PERRY.
 GH0740'
 GH0740'STATION IS THE DETERMINED CENTER OF THE BASE OF THE BEACON.
 GH0740'IT IS SUPPORTED BY FOUR STEEL LEGS, WITH AN OVERALL HEIGHT
 GH0740'OF 50 FEET.
 GH0740'
 GH0740'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GH0740'PERRY AIRPORT.  THE DISTANCE BEING 0.29 FEET OR 0.089 METERS
 GH0740'EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0712 ***********************************************************************
 GH0712  DESIGNATION -  AIRPORT BCN STILLWATER MUN APT
 GH0712  PID         -  GH0712
 GH0712  STATE/COUNTY-  OK/PAYNE
 GH0712  COUNTRY     -  US
 GH0712  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0712
 GH0712                         *CURRENT SURVEY CONTROL
 GH0712  ______________________________________________________________________
 GH0712* NAD 83(1993) POSITION- 36 09 26.76177(N) 097 04 58.47347(W)   ADJUSTED
 GH0712  ______________________________________________________________________
 GH0712  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GH0712  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 GH0712  HORZ ORDER      -  THIRD
 GH0712
 GH0712.This mark is at Stillwater Airport (SWO)
 GH0712
 GH0712.The horizontal coordinates were established by classical geodetic methods
 GH0712.and adjusted by the National Geodetic Survey in November 1994.
 GH0712
 GH0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0712.GEOID18 height accuracy estimate available here.
 GH0712
 GH0712.Click photographs - Photos may exist for this station.
 GH0712
 GH0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0712
 GH0712. The following values were computed from the NAD 83(1993) position.
 GH0712
 GH0712;                    North         East     Units Scale Factor Converg.
 GH0712;SPC OK N     -   128,810.315   682,517.886   MT  0.99994542   +0 32 28.4
 GH0712;SPC OK N     -   422,605.18  2,239,227.43   sFT  0.99994542   +0 32 28.4
 GH0712;UTM  14      - 4,003,112.947   672,448.617   MT  0.99996643   +1 07 52.9
 GH0712
 GH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7244803112(NAD 83)
 GH0712
 GH0712                          SUPERSEDED SURVEY CONTROL
 GH0712
 GH0712  NAD 83(1986)-  36 09 26.77272(N)    097 04 58.45785(W) AD(       ) 3
 GH0712  NAD 27      -  36 09 26.60754(N)    097 04 57.33028(W) AD(       ) 3
 GH0712
 GH0712.Superseded values are not recommended for survey control.
 GH0712
 GH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0712.See file dsdata.pdf to determine how the superseded data were derived.
 GH0712
 GH0712_MARKER: 21 = AIRPORT BEACON
 GH0712
 GH0712  HISTORY     - Date     Condition        Report By
 GH0712  HISTORY     - 1954     FIRST OBSERVED   CGS
 GH0712  HISTORY     - 19930622 GOOD             NGS
 GH0712
 GH0712                          STATION DESCRIPTION
 GH0712
 GH0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0712'THE STATION IS THE CENTER OF THE REVOLVING BEACON ATOP A
 GH0712'FOUR LEGGED SKELETON FRAMEWORK PAINTED RED AND WHITE.  IT
 GH0712'IS ABOUT 250 FEET EAST OF THE CONTROL TOWER AND ADMINISTRATION
 GH0712'BUILDING.
 GH0712
 GH0712                          STATION RECOVERY (1993)
 GH0712
 GH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0712'LOCATED JUST EAST OF THE ADMINISTRATION BUILDING, 44.3 FT (13.5 M)
 GH0712'SOUTH OF A SMALL BUILDING AND 59.1 FT (18.0 M) SOUTHEAST OF THE SOUTH
 GH0712'EAST EDGE OF A PAVED CIRCULAR ROAD.  THE STATION IS THE SPINDLE OF THE
 GH0712'ROTATING LIGHT THAT IS MOUNTED ON THE TOP OF A FOUR-LEGGED STEEL
 GH0712'STRUCTURE THAT IS 50 FT (15.2 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0968 ***********************************************************************
 FJ0968  DESIGNATION -  AIRPORT BCN TINKER AFB
 FJ0968  PID         -  FJ0968
 FJ0968  STATE/COUNTY-  OK/OKLAHOMA
 FJ0968  COUNTRY     -  US
 FJ0968  USGS QUAD   -  CHOCTAW (2018)
 FJ0968
 FJ0968                         *CURRENT SURVEY CONTROL
 FJ0968  ______________________________________________________________________
 FJ0968* NAD 83(1993) POSITION- 35 24 33.57582(N) 097 22 21.51026(W)   ADJUSTED
 FJ0968  ______________________________________________________________________
 FJ0968  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 FJ0968  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 FJ0968  HORZ ORDER      -  THIRD
 FJ0968
 FJ0968.The horizontal coordinates were established by classical geodetic methods
 FJ0968.and adjusted by the National Geodetic Survey in November 1994.
 FJ0968
 FJ0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0968.GEOID18 height accuracy estimate available here.
 FJ0968
 FJ0968.Click photographs - Photos may exist for this station.
 FJ0968
 FJ0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0968
 FJ0968. The following values were computed from the NAD 83(1993) position.
 FJ0968
 FJ0968;                    North         East     Units Scale Factor Converg.
 FJ0968;SPC OK N     -    45,600.554   656,985.171   MT  1.00003228   +0 22 12.8
 FJ0968;SPC OK N     -   149,607.82  2,155,458.85   sFT  1.00003228   +0 22 12.8
 FJ0968;SPC OK S     -   230,464.605   656,985.614   MT  1.00003952   +0 21 22.0
 FJ0968;SPC OK S     -   756,115.96  2,155,460.30   sFT  1.00003952   +0 21 22.0
 FJ0968;UTM  14      - 3,919,653.418   647,762.427   MT  0.99986907   +0 56 35.1
 FJ0968
 FJ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4776219653(NAD 83)
 FJ0968
 FJ0968                          SUPERSEDED SURVEY CONTROL
 FJ0968
 FJ0968  NAD 83(1986)-  35 24 33.58249(N)    097 22 21.49338(W) AD(       ) 3
 FJ0968  NAD 27      -  35 24 33.35939(N)    097 22 20.37724(W) AD(       ) 3
 FJ0968
 FJ0968.Superseded values are not recommended for survey control.
 FJ0968
 FJ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0968.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0968
 FJ0968_MARKER: 21 = AIRPORT BEACON
 FJ0968
 FJ0968  HISTORY     - Date     Condition        Report By
 FJ0968  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0968  HISTORY     - 1959     GOOD             CGS
 FJ0968
 FJ0968                          STATION DESCRIPTION
 FJ0968
 FJ0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0968'THE STATION IS THE CENTER OF THE REVOLVING BEACON ATOP THE
 FJ0968'SOUTH ONE OF TWO RED AND WHITE CHECKED ELEVATED TANKS NEAR
 FJ0968'THE NORTH EDGE OF TINKER FIELD.
 FJ0968
 FJ0968                          STATION RECOVERY (1959)
 FJ0968
 FJ0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ0968'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 FJ0968'IN 1955.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0966 ***********************************************************************
 FJ0966  DESIGNATION -  AIRPORT BCN WESTHEIMER APT
 FJ0966  PID         -  FJ0966
 FJ0966  STATE/COUNTY-  OK/CLEVELAND
 FJ0966  COUNTRY     -  US
 FJ0966  USGS QUAD   -  NORMAN (2018)
 FJ0966
 FJ0966                         *CURRENT SURVEY CONTROL
 FJ0966  ______________________________________________________________________
 FJ0966* NAD 83(1993) POSITION- 35 14 27.10965(N) 097 28 05.66784(W)   ADJUSTED
 FJ0966  ______________________________________________________________________
 FJ0966  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 FJ0966  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 FJ0966  HORZ ORDER      -  THIRD
 FJ0966
 FJ0966.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 FJ0966
 FJ0966.The horizontal coordinates were established by classical geodetic methods
 FJ0966.and adjusted by the National Geodetic Survey in November 1994.
 FJ0966
 FJ0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0966.GEOID18 height accuracy estimate available here.
 FJ0966
 FJ0966.Click photographs - Photos may exist for this station.
 FJ0966
 FJ0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0966
 FJ0966. The following values were computed from the NAD 83(1993) position.
 FJ0966
 FJ0966;                    North         East     Units Scale Factor Converg.
 FJ0966;SPC OK S     -   211,724.269   648,400.471   MT  1.00000150   +0 18 06.6
 FJ0966;SPC OK S     -   694,632.04  2,127,293.88   sFT  1.00000150   +0 18 06.6
 FJ0966;UTM  14      - 3,900,829.593   639,370.308   MT  0.99983938   +0 53 02.4
 FJ0966
 FJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3937000829(NAD 83)
 FJ0966
 FJ0966                          SUPERSEDED SURVEY CONTROL
 FJ0966
 FJ0966  NAD 83(1986)-  35 14 27.11650(N)    097 28 05.65184(W) AD(       ) 3
 FJ0966  NAD 27      -  35 14 26.87953(N)    097 28 04.52899(W) AD(       ) 3
 FJ0966
 FJ0966.Superseded values are not recommended for survey control.
 FJ0966
 FJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0966.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0966
 FJ0966_MARKER: 21 = AIRPORT BEACON
 FJ0966
 FJ0966  HISTORY     - Date     Condition        Report By
 FJ0966  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0966
 FJ0966                          STATION DESCRIPTION
 FJ0966
 FJ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0966'THE STATION IS ON THE TOP-CENTER OF THE CONTROL TOWER (A
 FJ0966'PORTION OF THE ADMINISTRATION BUILDING) NEAR THE NORTHEAST
 FJ0966'SIDE OF THE TAXI APRON.  THE POINT OBSERVED WAS THE ROTATING
 FJ0966'GREEN AND WHITE LIGHT.  THE BEACON IS 50 FEET ABOVE THE
 FJ0966'GROUND SURFACE.  A TRAVERSE CONNECTION WAS MADE FROM
 FJ0966'TRIANGULATION STATION MAX.  THE DISTANCE = 25.678 METERS.  (84.24
 FJ0966'FEET)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1017 ***********************************************************************
 FJ1017  DESIGNATION -  AIRPORT BCN WILL ROGERS APT
 FJ1017  PID         -  FJ1017
 FJ1017  STATE/COUNTY-  OK/OKLAHOMA
 FJ1017  COUNTRY     -  US
 FJ1017  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1017
 FJ1017                         *CURRENT SURVEY CONTROL
 FJ1017  ______________________________________________________________________
 FJ1017* NAD 83(1993) POSITION- 35 23 57.18734(N) 097 36 10.37293(W)   ADJUSTED
 FJ1017  ______________________________________________________________________
 FJ1017  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 FJ1017  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 FJ1017  HORZ ORDER      -  THIRD
 FJ1017
 FJ1017.This mark is at Will Rogers World Airport (OKC)
 FJ1017
 FJ1017.The horizontal coordinates were established by classical geodetic methods
 FJ1017.and adjusted by the National Geodetic Survey in November 1994.
 FJ1017
 FJ1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1017.GEOID18 height accuracy estimate available here.
 FJ1017
 FJ1017.Click photographs - Photos may exist for this station.
 FJ1017
 FJ1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1017
 FJ1017. The following values were computed from the NAD 83(1993) position.
 FJ1017
 FJ1017;                    North         East     Units Scale Factor Converg.
 FJ1017;SPC OK N     -    44,368.732   636,076.428   MT  1.00003461   +0 14 03.7
 FJ1017;SPC OK N     -   145,566.41  2,086,860.75   sFT  1.00003461   +0 14 03.7
 FJ1017;SPC OK S     -   229,236.989   636,076.522   MT  1.00003700   +0 13 31.5
 FJ1017;SPC OK S     -   752,088.35  2,086,861.06   sFT  1.00003700   +0 13 31.5
 FJ1017;UTM  14      - 3,918,212.502   626,871.264   MT  0.99979836   +0 48 33.9
 FJ1017
 FJ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2687118212(NAD 83)
 FJ1017
 FJ1017                          SUPERSEDED SURVEY CONTROL
 FJ1017
 FJ1017  NAD 83(1986)-  35 23 57.19321(N)    097 36 10.35658(W) AD(       ) 3
 FJ1017  NAD 27      -  35 23 56.97253(N)    097 36 09.21136(W) AD(       ) 3
 FJ1017
 FJ1017.Superseded values are not recommended for survey control.
 FJ1017
 FJ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1017.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1017
 FJ1017_MARKER: 21 = AIRPORT BEACON
 FJ1017
 FJ1017  HISTORY     - Date     Condition        Report By
 FJ1017  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1017  HISTORY     - 1961     GOOD             CGS
 FJ1017  HISTORY     - 1963     GOOD             CGS
 FJ1017
 FJ1017                          STATION DESCRIPTION
 FJ1017
 FJ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1017'THE STATION IS THE CENTER OF THE TOP OF THE GREEN GLASS
 FJ1017'ENCLOSED CONTROL TOWER LOCATED ATOP THE ADMINISTRATION
 FJ1017'BUILDING AT THE EAST SIDE OF THE WILL ROGERS AIRPORT.
 FJ1017'
 FJ1017'THE BEACON IS ON THE TOP CENTER OF THE CONTROL TOWER.
 FJ1017
 FJ1017                          STATION RECOVERY (1961)
 FJ1017
 FJ1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 FJ1017'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FJ1017
 FJ1017                          STATION RECOVERY (1963)
 FJ1017
 FJ1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 FJ1017'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FJ1017'IN THE NEAR FUTURE THIS STATION WILL BE DESTROYED DUE TO
 FJ1017'CONSTRUCTION AT THE AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0801 ***********************************************************************
 GH0801  DESIGNATION -  AIRPORT BEACON ENID MUN APT
 GH0801  PID         -  GH0801
 GH0801  STATE/COUNTY-  OK/GARFIELD
 GH0801  COUNTRY     -  US
 GH0801  USGS QUAD   -  ENID EAST (2018)
 GH0801
 GH0801                         *CURRENT SURVEY CONTROL
 GH0801  ______________________________________________________________________
 GH0801* NAD 83(1993) POSITION- 36 23 00.86489(N) 097 47 04.91017(W)   ADJUSTED
 GH0801* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 GH0801  ______________________________________________________________________
 GH0801  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 GH0801  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 GH0801  HORZ ORDER      -  THIRD
 GH0801
 GH0801.This mark is at Enid Woodring Municipal Airport (WDG)
 GH0801
 GH0801.The horizontal coordinates were established by classical geodetic methods
 GH0801.and adjusted by the National Geodetic Survey in November 1994.
 GH0801
 GH0801.The orthometric height was scaled from a topographic map.
 GH0801
 GH0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0801.GEOID18 height accuracy estimate available here.
 GH0801
 GH0801.Click photographs - Photos may exist for this station.
 GH0801
 GH0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0801
 GH0801. The following values were computed from the NAD 83(1993) position.
 GH0801
 GH0801;                    North         East     Units Scale Factor Converg.
 GH0801;SPC OK N     -   153,534.061   619,317.113   MT  0.99995250   +0 07 37.4
 GH0801;SPC OK N     -   503,719.67  2,031,876.23   sFT  0.99995250   +0 07 37.4
 GH0801;UTM  14      - 4,027,179.533   609,001.915   MT  0.99974639   +0 43 15.5
 GH0801
 GH0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0801!SPC OK N     -   0.99994879  x   0.99995250  =   0.99990130
 GH0801!UTM  14      -   0.99994879  x   0.99974639  =   0.99969520
 GH0801
 GH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0900127179(NAD 83)
 GH0801
 GH0801                          SUPERSEDED SURVEY CONTROL
 GH0801
 GH0801  NAD 83(1986)-  36 23 00.87246(N)    097 47 04.90011(W) AD(       ) 3
 GH0801  NAD 27      -  36 23 00.75163(N)    097 47 03.70147(W) AD(       ) 3
 GH0801
 GH0801.Superseded values are not recommended for survey control.
 GH0801
 GH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0801.See file dsdata.pdf to determine how the superseded data were derived.
 GH0801
 GH0801_MARKER: 21 = AIRPORT BEACON
 GH0801
 GH0801  HISTORY     - Date     Condition        Report By
 GH0801  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0801  HISTORY     - 1964     GOOD             CGS
 GH0801  HISTORY     - 1974     GOOD             NGS
 GH0801
 GH0801                          STATION DESCRIPTION
 GH0801
 GH0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0801'STATION IS AT THE ENID MUNICIPAL AIRPORT, WOODRING FIELD, IN
 GH0801'AN OPEN AREA JUST SOUTH OF THE AIRPORT BUILDINGS.  THE AIRPORT
 GH0801'IS LOCATED ABOUT 5 MILES SOUTHEAST OF ENID.  THE BEACON IS
 GH0801'A STANDARD TYPE ABOUT 50 FEET IN HEIGHT.  THE POINT INTERSECTED
 GH0801'WAS THE CENTER OF THE REVOLVING LIGHT.
 GH0801
 GH0801                          STATION RECOVERY (1964)
 GH0801
 GH0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0801'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GH0801'CONDITION.
 GH0801
 GH0801                          STATION RECOVERY (1974)
 GH0801
 GH0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 GH0801'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 GH0801'
 GH0801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE EAST OF
 GH0801'ENID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0853 ***********************************************************************
 EL0853  DESIGNATION -  AIRPORT BN PAUL VALLEY MUN APT
 EL0853  PID         -  EL0853
 EL0853  STATE/COUNTY-  OK/GARVIN
 EL0853  COUNTRY     -  US
 EL0853  USGS QUAD   -  PAULS VALLEY (2018)
 EL0853
 EL0853                         *CURRENT SURVEY CONTROL
 EL0853  ______________________________________________________________________
 EL0853* NAD 83(1993) POSITION- 34 42 25.82716(N) 097 13 16.33475(W)   ADJUSTED
 EL0853  ______________________________________________________________________
 EL0853  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 EL0853  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 EL0853  HORZ ORDER      -  THIRD
 EL0853
 EL0853.This mark is at Pauls Valley Airport (F61)
 EL0853
 EL0853.The horizontal coordinates were established by classical geodetic methods
 EL0853.and adjusted by the National Geodetic Survey in November 1994.
 EL0853
 EL0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0853.GEOID18 height accuracy estimate available here.
 EL0853
 EL0853.Click photographs - Photos may exist for this station.
 EL0853
 EL0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0853
 EL0853. The following values were computed from the NAD 83(1993) position.
 EL0853
 EL0853;                    North         East     Units Scale Factor Converg.
 EL0853;SPC OK S     -   152,666.634   671,342.081   MT  0.99993824   +0 26 31.4
 EL0853;SPC OK S     -   500,873.78  2,202,561.48   sFT  0.99993824   +0 26 31.4
 EL0853;UTM  14      - 3,842,010.675   662,903.478   MT  0.99992709   +1 00 46.9
 EL0853
 EL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6290342010(NAD 83)
 EL0853
 EL0853                          SUPERSEDED SURVEY CONTROL
 EL0853
 EL0853  NAD 83(1986)-  34 42 25.83202(N)    097 13 16.32093(W) AD(       ) 3
 EL0853  NAD 27      -  34 42 25.53821(N)    097 13 15.23881(W) AD(       ) 3
 EL0853
 EL0853.Superseded values are not recommended for survey control.
 EL0853
 EL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0853.See file dsdata.pdf to determine how the superseded data were derived.
 EL0853
 EL0853_MARKER: 21 = AIRPORT BEACON
 EL0853
 EL0853  HISTORY     - Date     Condition        Report By
 EL0853  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0853
 EL0853                          STATION DESCRIPTION
 EL0853
 EL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0853'THE STATION IS 2-1/2 MILES SOUTH OF THE CENTER OF PAULS
 EL0853'VALLEY AND 0.5 MILE WEST OF U.S. HIGHWAY 77.  THE BEACON IS
 EL0853'SUPPORTED BY A STEEL STRUCTURE, ORANGE AND WHITE IN COLOR
 EL0853'AND 80 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE CENTER OF
 EL0853'THE REVOLVING WHITE LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0900 ***********************************************************************
 EL0900  DESIGNATION -  AIRWAY BCN 11 N SPRINGER 1955
 EL0900  PID         -  EL0900
 EL0900  STATE/COUNTY-  OK/MURRAY
 EL0900  COUNTRY     -  US
 EL0900  USGS QUAD   -  TURNER FALLS (2018)
 EL0900
 EL0900                         *CURRENT SURVEY CONTROL
 EL0900  ______________________________________________________________________
 EL0900* NAD 83(1993) POSITION- 34 25 01.23238(N) 097 08 59.32596(W)   ADJUSTED
 EL0900* NAVD 88 ORTHO HEIGHT -   420.    (meters)     1378.    (feet) SCALED
 EL0900  ______________________________________________________________________
 EL0900  GEOID HEIGHT    -        -25.233 (meters)                     GEOID18
 EL0900  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 EL0900  HORZ ORDER      -  THIRD
 EL0900
 EL0900.The horizontal coordinates were established by classical geodetic methods
 EL0900.and adjusted by the National Geodetic Survey in November 1994.
 EL0900
 EL0900.The orthometric height was scaled from a topographic map.
 EL0900
 EL0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0900.GEOID18 height accuracy estimate available here.
 EL0900
 EL0900.Click photographs - Photos may exist for this station.
 EL0900
 EL0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0900
 EL0900. The following values were computed from the NAD 83(1993) position.
 EL0900
 EL0900;                    North         East     Units Scale Factor Converg.
 EL0900;SPC OK S     -   120,533.795   678,152.874   MT  0.99994018   +0 28 57.3
 EL0900;SPC OK S     -   395,451.29  2,224,906.55   sFT  0.99994018   +0 28 57.3
 EL0900;UTM  14      - 3,809,946.693   670,032.092   MT  0.99995637   +1 02 45.6
 EL0900
 EL0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0900!SPC OK S     -   0.99993802  x   0.99994018  =   0.99987821
 EL0900!UTM  14      -   0.99993802  x   0.99995637  =   0.99989440
 EL0900
 EL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7003209946(NAD 83)
 EL0900
 EL0900                          SUPERSEDED SURVEY CONTROL
 EL0900
 EL0900  NAD 83(1986)-  34 25 01.23799(N)    097 08 59.31619(W) AD(       ) 3
 EL0900  NAD 27      -  34 25 00.92000(N)    097 08 58.24600(W) AD(       ) 3
 EL0900
 EL0900.Superseded values are not recommended for survey control.
 EL0900
 EL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0900.See file dsdata.pdf to determine how the superseded data were derived.
 EL0900
 EL0900_MARKER: 22 = AIRWAY BEACON
 EL0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0900+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0900
 EL0900  HISTORY     - Date     Condition        Report By
 EL0900  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0900  HISTORY     - 20090419 GOOD             GEOCAC
 EL0900
 EL0900                          STATION DESCRIPTION
 EL0900
 EL0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0900'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH-SOUTHWEST OF
 EL0900'DAVIS AND 7.0 MILES NORTH OF SPRINGER ON THE SUMMIT OF THE
 EL0900'MOST PROMINENT HILL IN THE ARBUCKLE MOUNTAIN RANGE.  IT
 EL0900'IS A LARGE REVOLVING LIGHT SUPPORTED BY A 4 LEGGED STEEL
 EL0900'STRUCTURE AND HAS AN OVERALL HEIGHT OF 40 FEET.
 EL0900'
 EL0900'THE POINT OBSERVED AND TRAVERSED TO WAS DIRECTLY BENEATH
 EL0900'THE CENTER OF THE LIGHT.
 EL0900'
 EL0900'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER, GO
 EL0900'NORTH ON U.S. HIGHWAY 77 FOR 6.4 MILES TO A LARGE GATE ON
 EL0900'THE LEFT, TURN LEFT THROUGH GATE AND GO WEST AND NORTH ON
 EL0900'MAIN TRAVELED ROAD FOR 1.2 MILES TO THE TOP OF HILL AND
 EL0900'STATION AS DESCRIBED.
 EL0900
 EL0900                          STATION RECOVERY (2009)
 EL0900
 EL0900'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0791 ***********************************************************************
 GG0791  DESIGNATION -  AIRWAY BCN NE OF STA PILANT
 GG0791  PID         -  GG0791
 GG0791  STATE/COUNTY-  OK/MAYES
 GG0791  COUNTRY     -  US
 GG0791  USGS QUAD   -  ADAIR (2019)
 GG0791
 GG0791                         *CURRENT SURVEY CONTROL
 GG0791  ______________________________________________________________________
 GG0791* NAD 83(1993) POSITION- 36 24 35.92552(N) 095 20 56.46310(W)   ADJUSTED
 GG0791  ______________________________________________________________________
 GG0791  GEOID HEIGHT    -        -29.214 (meters)                     GEOID18
 GG0791  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 GG0791  HORZ ORDER      -  THIRD
 GG0791
 GG0791.The horizontal coordinates were established by classical geodetic methods
 GG0791.and adjusted by the National Geodetic Survey in November 1994.
 GG0791
 GG0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0791.GEOID18 height accuracy estimate available here.
 GG0791
 GG0791.Click photographs - Photos may exist for this station.
 GG0791
 GG0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0791
 GG0791. The following values were computed from the NAD 83(1993) position.
 GG0791
 GG0791;                    North         East     Units Scale Factor Converg.
 GG0791;SPC OK N     -   159,688.600   837,738.665   MT  0.99995434   +1 33 52.1
 GG0791;SPC OK N     -   523,911.68  2,748,480.94   sFT  0.99995434   +1 33 52.1
 GG0791;UTM  15      - 4,031,986.333   289,372.280   MT  1.00014663   -1 23 41.3
 GG0791
 GG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8937231986(NAD 83)
 GG0791
 GG0791                          SUPERSEDED SURVEY CONTROL
 GG0791
 GG0791  NAD 83(1986)-  36 24 35.94894(N)    095 20 56.44028(W) AD(       ) 3
 GG0791  NAD 27      -  36 24 35.60100(N)    095 20 55.56400(W) AD(       ) 3
 GG0791
 GG0791.Superseded values are not recommended for survey control.
 GG0791
 GG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0791.See file dsdata.pdf to determine how the superseded data were derived.
 GG0791
 GG0791_MARKER: 22 = AIRWAY BEACON
 GG0791
 GG0791  HISTORY     - Date     Condition        Report By
 GG0791  HISTORY     - 1939     FIRST OBSERVED   CGS
 GG0791
 GG0791                          STATION DESCRIPTION
 GG0791
 GG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0791'AIRWAY BEACON IS NORTHEAST OF STATION PILANT, ABOUT 7.5
 GG0791'MILES NORTHWEST OF PRYOR AND ABOUT 17 MILES NORTHEAST OF
 GG0791'CLAREMORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1048 ***********************************************************************
 DN1048  DESIGNATION -  ALBANY
 DN1048  PID         -  DN1048
 DN1048  STATE/COUNTY-  OK/BRYAN
 DN1048  COUNTRY     -  US
 DN1048  USGS QUAD   -  BLUE (2018)
 DN1048
 DN1048                         *CURRENT SURVEY CONTROL
 DN1048  ______________________________________________________________________
 DN1048* NAD 83(1993) POSITION- 33 55 43.96335(N) 096 08 48.23440(W)   ADJUSTED
 DN1048* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 DN1048  ______________________________________________________________________
 DN1048  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 DN1048  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 DN1048  HORZ ORDER      -  FIRST
 DN1048
 DN1048.The horizontal coordinates were established by classical geodetic methods
 DN1048.and adjusted by the National Geodetic Survey in November 1994.
 DN1048
 DN1048.The orthometric height was scaled from a topographic map.
 DN1048
 DN1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1048.GEOID18 height accuracy estimate available here.
 DN1048
 DN1048.Click photographs - Photos may exist for this station.
 DN1048
 DN1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1048
 DN1048. The following values were computed from the NAD 83(1993) position.
 DN1048
 DN1048;                    North         East     Units Scale Factor Converg.
 DN1048;SPC OK S     -    67,633.485   771,346.871   MT  1.00000088   +1 03 07.0
 DN1048;SPC OK S     -   221,894.19  2,530,660.53   sFT  1.00000088   +1 03 07.0
 DN1048;SPC TXNC     - 2,253,304.986   817,566.759   MT  0.99998968   +1 17 00.5
 DN1048;SPC TXNC     - 7,392,718.11  2,682,300.28   sFT  0.99998968   +1 17 00.5
 DN1048;UTM  14      - 3,757,937.698   763,753.940   MT  1.00045767   +1 35 36.6
 DN1048
 DN1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1048!SPC OK S     -   0.99997502  x   1.00000088  =   0.99997590
 DN1048!SPC TXNC     -   0.99997502  x   0.99998968  =   0.99996470
 DN1048!UTM  14      -   0.99997502  x   1.00045767  =   1.00043268
 DN1048
 DN1048:                Primary Azimuth Mark                     Grid Az
 DN1048:SPC OK S     -  ALBANY AZ MK                             356 35 56.5
 DN1048:SPC TXNC     -  ALBANY AZ MK                             356 22 03.0
 DN1048:UTM  14      -  ALBANY AZ MK                             356 03 26.9
 DN1048
 DN1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6375357937(NAD 83)
 DN1048
 DN1048|---------------------------------------------------------------------|
 DN1048| PID    Reference Object                     Distance      Geod. Az  |
 DN1048|                                                           dddmmss.s |
 DN1048| EL0739 BOKCHITO MUNICIPAL TANK             APPROX. 9.8 KM 0014802.0 |
 DN1048| EL0735 BENNINGTON MUNICIPAL TANK           APPROX.13.0 KM 0500525.9 |
 DN1048| CX9519 ALBANY RM 1                          38.340 METERS 13028     |
 DN1048| DN1049 TT 3 DC                             APPROX. 0.6 KM 1813052.2 |
 DN1048| CX9520 ALBANY RM 2                          30.777 METERS 23025     |
 DN1048| EL0742 CADDO MUNICIPAL STANDPIPE           APPROX.25.0 KM 3340452.9 |
 DN1048| CX9518 ALBANY AZ MK                                       3573903.5 |
 DN1048|---------------------------------------------------------------------|
 DN1048
 DN1048                          SUPERSEDED SURVEY CONTROL
 DN1048
 DN1048  NAD 83(1986)-  33 55 43.96894(N)    096 08 48.22641(W) AD(       ) 1
 DN1048  NAD 27      -  33 55 43.61770(N)    096 08 47.28370(W) AD(       ) 1
 DN1048
 DN1048.Superseded values are not recommended for survey control.
 DN1048
 DN1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1048.See file dsdata.pdf to determine how the superseded data were derived.
 DN1048
 DN1048_MARKER: DS = TRIANGULATION STATION DISK
 DN1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1048_STAMPING: ALBANY 1955
 DN1048_MARK LOGO: CGS
 DN1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1048+STABILITY: SURFACE MOTION
 DN1048
 DN1048  HISTORY     - Date     Condition        Report By
 DN1048  HISTORY     - 1955     MONUMENTED       CGS
 DN1048  HISTORY     - 1957     GOOD             CGS
 DN1048
 DN1048                          STATION DESCRIPTION
 DN1048
 DN1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1048'STATION IS LOCATED, AIRLINE, ABOUT 6-1/4 MILES SOUTH OF
 DN1048'BOKCHITO, 3-1/2 MILES NORTH NORTHEAST OF THE VILLAGE OF
 DN1048'ALBANY, ON THE EAST SIDE OF A NORTH-SOUTH SECTION LINE ROAD
 DN1048'ON THE CREST OF A LOW RIDGE.  IT IS IN THE YARD OF A FARM
 DN1048'HOME OWNED BY BILL WORTHY.
 DN1048'
 DN1048'STATION IS REACHED AS FOLLOWS--FROM THE STOP LIGHT AND MAIN
 DN1048'CROSS ROAD IN BOKCHITO, GO SOUTH ON A GRAVELED ROAD FOR 4.8
 DN1048'MILES TO A BRIDGE OVER THE BLUE RIVER.  CONTINUE SOUTH ON THE
 DN1048'SECTION LINE ROAD FOR 1.4 MILES TO THE FARM HOUSE ON THE
 DN1048'LEFT AND THE STATION.
 DN1048'
 DN1048'STATION MARK, STAMPED ALBANY 1955, IS A STANDARD DISK SET
 DN1048'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 DN1048'INCHES.  IT IS 40.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DN1048'20.0 FEET SOUTH OF A WIRE FENCELINE AND 20.0 FEET NORTH
 DN1048'NORTHWEST OF A WITNESS POST.
 DN1048'
 DN1048'REFERENCE MARK NUMBER 1, STAMPED ALBANY NO 1 1955, IS A
 DN1048'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DN1048'POST THAT PROJECTS 1 INCH AND IS ABOUT 2 FEET LOWER THAN THE
 DN1048'STATION.  IT IS 20.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 DN1048'OF THE FARM HOUSE, 4.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 DN1048'OF A SMALL PUMP HOUSE AND 25.0 FEET WEST OF A WIRE FENCELINE.
 DN1048'
 DN1048'REFERENCE MARK NUMBER 2, STAMPED ALBANY NO 2 1955, IS A STANDARD
 DN1048'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1048'PROJECTS 3 INCHES AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 DN1048'IT IS 30.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 12
 DN1048'INCHES EAST OF THE FENCELINE.
 DN1048'
 DN1048'USGS BENCH MARK TT 3 DC IS AN ALUMINUM DISK SET IN THE TOP OF
 DN1048'A ROUND CONCRETE POST 8 INCHES IN DIAMETER AND PROJECTING
 DN1048'2 INCHES.  IT IS STAMPED TT 3 DC 1954 596.  TO REACH FROM
 DN1048'THE STATION, GO SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 DN1048'MARK ON THE RIGHT SIDE OF THE ROAD.  IT IS 30.0 FEET WEST OF THE
 DN1048'CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A FENCELINE, 2.0
 DN1048'FEET WEST OF AN R.E.A. POWER POLE THAT HAS BM 596-4 PAINTED
 DN1048'ON IT AND ABOUT 300 FEET SOUTH OF A CROSS ROAD.
 DN1048'
 DN1048'AZIMUTH MARK, STAMPED ALBANY 1955, IS A STANDARD DISK SET IN
 DN1048'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 DN1048'TO REACH FROM THE STATION, GO NORTH FOR 0.3 MILE TO THE
 DN1048'AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.  IT IS 30.0 FEET
 DN1048'WEST OF THE CENTERLINE OF THE ROAD, 75.0 FEET NORTHEAST OF THE
 DN1048'NORTHEAST CORNER OF MR. HEEDWARDS RANCH HOUSE, 10.0 FEET
 DN1048'NORTHEAST OF A FENCE CORNER AND 6.0 FEET EAST OF A FENCE
 DN1048'LINE.
 DN1048'
 DN1048'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DN1048
 DN1048                          STATION RECOVERY (1957)
 DN1048
 DN1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1048'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1048'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1048'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1359 ***********************************************************************
 FJ1359  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1359  DESIGNATION -  ALBERT
 FJ1359  PID         -  FJ1359
 FJ1359  STATE/COUNTY-  OK/OKLAHOMA
 FJ1359  COUNTRY     -  US
 FJ1359  USGS QUAD   -  BRITTON (2018)
 FJ1359
 FJ1359                         *CURRENT SURVEY CONTROL
 FJ1359  ______________________________________________________________________
 FJ1359* NAD 83(2011) POSITION- 35 33 55.38244(N) 097 34 33.17582(W)   ADJUSTED
 FJ1359* NAD 83(2011) ELLIP HT-   345.289 (meters)        (06/27/12)   ADJUSTED
 FJ1359* NAD 83(2011) EPOCH   -  2010.00
 FJ1359* NAVD 88 ORTHO HEIGHT -   372.4   (meters)     1222.    (feet) GPS OBS
 FJ1359  ______________________________________________________________________
 FJ1359  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1359  GEOID HEIGHT    -        -26.997 (meters)                     GEOID96
 FJ1359  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FJ1359  NAD 83(2011) X  -   -684,835.262 (meters)                     COMP
 FJ1359  NAD 83(2011) Y  - -5,149,134.135 (meters)                     COMP
 FJ1359  NAD 83(2011) Z  -  3,689,272.308 (meters)                     COMP
 FJ1359  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 FJ1359
 FJ1359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1359  Standards:
 FJ1359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1359  -------------------------------------------------------------------
 FJ1359  NETWORK    2.48   6.02           1.11   0.90   3.07     -0.00032685
 FJ1359  -------------------------------------------------------------------
 FJ1359  Click here for local accuracies and other accuracy information.
 FJ1359
 FJ1359.The horizontal coordinates were established by GPS observations
 FJ1359.and adjusted by the National Geodetic Survey in June 2012.
 FJ1359
 FJ1359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1359.been affixed to the stable North American tectonic plate. See 
 FJ1359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1359
 FJ1359.The horizontal coordinates are valid at the epoch date displayed above
 FJ1359.which is a decimal equivalence of Year/Month/Day.
 FJ1359
 FJ1359.The orthometric height was determined by GPS observations and a
 FJ1359.high-resolution geoid model.
 FJ1359
 FJ1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1359.GEOID18 height accuracy estimate available here.
 FJ1359
 FJ1359.Click photographs - Photos may exist for this station.
 FJ1359
 FJ1359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1359
 FJ1359.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1359
 FJ1359.The ellipsoidal height was determined by GPS observations
 FJ1359.and is referenced to NAD 83.
 FJ1359
 FJ1359. The following values were computed from the NAD 83(2011) position.
 FJ1359
 FJ1359;                    North         East     Units Scale Factor Converg.
 FJ1359;SPC OK N     -    62,815.185   638,448.631   MT  1.00000023   +0 15 01.1
 FJ1359;SPC OK N     -   206,086.15  2,094,643.55   sFT  1.00000023   +0 15 01.1
 FJ1359;UTM  14      - 3,936,677.923   629,057.247   MT  0.99980525   +0 49 42.3
 FJ1359
 FJ1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1359!SPC OK N     -   0.99994581  x   1.00000023  =   0.99994604
 FJ1359!UTM  14      -   0.99994581  x   0.99980525  =   0.99975107
 FJ1359
 FJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2905736677(NAD 83)
 FJ1359
 FJ1359                          SUPERSEDED SURVEY CONTROL
 FJ1359
 FJ1359  NAD 83(2007)-  35 33 55.38243(N)    097 34 33.17641(W) AD(2002.00) 0
 FJ1359  ELLIP H (02/10/07)  345.308  (m)                       GP(2002.00)    
 FJ1359  ELLIP H (04/16/01)  345.310  (m)                       GP(       ) 4 2
 FJ1359  NAD 83(1993)-  35 33 55.38225(N)    097 34 33.17628(W) AD(       ) B
 FJ1359  ELLIP H (05/09/94)  345.350  (m)                       GP(       ) 4 2
 FJ1359  NAVD 88 (01/13/95)  372.3    (m)  UNKNOWN  model used  GPS OBS        
 FJ1359  NAVD 88 (05/09/94)  372.4    (m)  GEOID93  model used  GPS OBS        
 FJ1359
 FJ1359.Superseded values are not recommended for survey control.
 FJ1359
 FJ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1359.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1359
 FJ1359_MARKER: F = FLANGE-ENCASED ROD
 FJ1359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1359_STAMPING: ALBERT 1993
 FJ1359_MARK LOGO: NGS
 FJ1359_PROJECTION: FLUSH
 FJ1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1359+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2019
 FJ1359_ROD/PIPE-DEPTH: 6.7 meters
 FJ1359_SLEEVE-DEPTH  : 0.9 meters
 FJ1359
 FJ1359  HISTORY     - Date     Condition        Report By
 FJ1359  HISTORY     - 1993     MONUMENTED       NGS
 FJ1359  HISTORY     - 20051210 GOOD             GEOCAC
 FJ1359  HISTORY     - 20070320 GOOD             COOPWD
 FJ1359  HISTORY     - 20090205 GOOD             AIRDAT
 FJ1359  HISTORY     - 20190917 GOOD             INDIV
 FJ1359
 FJ1359                          STATION DESCRIPTION
 FJ1359
 FJ1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FJ1359'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF OKLAHOMA CITY, IN
 FJ1359'GRASS ON THE SOUTH FACE OF A SLIGHT RISE, ON THE EAST SIDE OF LAKE
 FJ1359'HEFNER, ON A STRIP OF LAND BETWEEN A LARGE DRAINAGE DITCH AND THE ON
 FJ1359'RAMP TO HIGHWAY 74 SOUTH.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FJ1359'TRANSPORTATION.
 FJ1359'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 44
 FJ1359'AND STATE HIGHWAYS 3 AND 74 ON THE WEST SIDE OF OKLAHOMA CITY, GO
 FJ1359'NORTH-NORTHWEST ON HIGHWAY 3 AND 74 FOR 2.39 KM (1.50 MI) TO THE
 FJ1359'UNDERPASS AT THE JUNCTION OF HIGHWAY 3A.  CONTINUE AHEAD, NORTH, ON
 FJ1359'HIGHWAY 3 AND 74 FOR 3.5 KM (2.15 MI) TO THE EXIT RAMP TO BRITTON
 FJ1359'ROAD ON THE RIGHT.  BEAR RIGHT, NORTH, ON THE EXIT RAMP FOR 0.46 KM
 FJ1359'(0.30 MI) TO THE JUNCTION OF BRITTON ROAD.  TURN LEFT, WEST, ON
 FJ1359'BRITTON ROAD, CROSSING OVER HIGHWAY 74 FOR 0.19 KM (0.10 MI) TO THE
 FJ1359'ON RAMP TO HIGHWAY 74 SOUTH AND THE STATION ON THE LEFT.
 FJ1359'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FJ1359'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FJ1359'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 FJ1359'IS 32.5 M (106.6 FT) SOUTH FROM THE CENTER OF, AND SLIGHTLY LOWER
 FJ1359'THAN BRITTON ROAD, 8.6 M (28.2 FT) SOUTHWEST FROM THE CENTER OF THE
 FJ1359'ON RAMP, 1.2 M (3.9 FT) NORTH FROM A STEEL WITNESS POST, 1.0 M
 FJ1359'(3.3 FT) SOUTH FROM A STEEL WITNESS POST, 1.0 M (3.3 FT) EAST FROM A
 FJ1359'STEEL WITNESS POST, AND 0.8 M (2.6 FT) WEST FROM A STEEL WITNESS
 FJ1359'POST.
 FJ1359'DESCRIBED BY D.G. AUG
 FJ1359
 FJ1359                          STATION RECOVERY (2005)
 FJ1359
 FJ1359'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 FJ1359'RECOVERED IN GOOD CONDITION.
 FJ1359
 FJ1359                          STATION RECOVERY (2007)
 FJ1359
 FJ1359'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2007 (BGS)
 FJ1359'RECOVERED IN GOOD CONDITION.
 FJ1359
 FJ1359                          STATION RECOVERY (2009)
 FJ1359
 FJ1359'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (KEG)
 FJ1359'RECOVERED IN GOOD CONDITION.
 FJ1359
 FJ1359                          STATION RECOVERY (2019)
 FJ1359
 FJ1359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (JT)
 FJ1359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0956 ***********************************************************************
 EK0956  CBN         -  This is a Cooperative Base Network Control Station.
 EK0956  DESIGNATION -  ALBION
 EK0956  PID         -  EK0956
 EK0956  STATE/COUNTY-  OK/PUSHMATAHA
 EK0956  COUNTRY     -  US
 EK0956  USGS QUAD   -  ALBION (2019)
 EK0956
 EK0956                         *CURRENT SURVEY CONTROL
 EK0956  ______________________________________________________________________
 EK0956* NAD 83(2011) POSITION- 34 39 28.02353(N) 095 06 21.82523(W)   ADJUSTED
 EK0956* NAD 83(2011) ELLIP HT-   177.445 (meters)        (06/27/12)   ADJUSTED
 EK0956* NAD 83(2011) EPOCH   -  2010.00
 EK0956* NAVD 88 ORTHO HEIGHT -   209.187 (meters)      686.31  (feet) ADJUSTED
 EK0956  ______________________________________________________________________
 EK0956  GEOID HEIGHT    -        -31.713 (meters)                     GEOID18
 EK0956  NAD 83(2011) X  -   -467,449.095 (meters)                     COMP
 EK0956  NAD 83(2011) Y  - -5,231,412.593 (meters)                     COMP
 EK0956  NAD 83(2011) Z  -  3,606,804.247 (meters)                     COMP
 EK0956  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 EK0956  DYNAMIC HEIGHT  -        208.962 (meters)      685.57  (feet) COMP
 EK0956  MODELED GRAVITY -    979,556.0   (mgal)                       NAVD 88
 EK0956
 EK0956  VERT ORDER      -  FIRST     CLASS II
 EK0956
 EK0956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0956  Standards:
 EK0956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0956  -------------------------------------------------------------------
 EK0956  NETWORK    1.89   3.90           0.86   0.66   1.99      0.00607352
 EK0956  -------------------------------------------------------------------
 EK0956  Click here for local accuracies and other accuracy information.
 EK0956
 EK0956.The horizontal coordinates were established by GPS observations
 EK0956.and adjusted by the National Geodetic Survey in June 2012.
 EK0956
 EK0956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0956.been affixed to the stable North American tectonic plate. See 
 EK0956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0956
 EK0956.The horizontal coordinates are valid at the epoch date displayed above
 EK0956.which is a decimal equivalence of Year/Month/Day.
 EK0956
 EK0956.The orthometric height was determined by differential leveling and
 EK0956.adjusted by the NATIONAL GEODETIC SURVEY
 EK0956.in August 1994.
 EK0956
 EK0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0956.GEOID18 height accuracy estimate available here.
 EK0956
 EK0956.Click photographs - Photos may exist for this station.
 EK0956
 EK0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0956
 EK0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0956
 EK0956.The ellipsoidal height was determined by GPS observations
 EK0956.and is referenced to NAD 83.
 EK0956
 EK0956.The dynamic height is computed by dividing the NAVD 88
 EK0956.geopotential number by the normal gravity value computed on the
 EK0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0956.degrees latitude (g = 980.6199 gals.).
 EK0956
 EK0956.The modeled gravity was interpolated from observed gravity values.
 EK0956
 EK0956. The following values were computed from the NAD 83(2011) position.
 EK0956
 EK0956;                    North         East     Units Scale Factor Converg.
 EK0956;SPC OK S     -   150,714.901   865,224.298   MT  0.99993676   +1 38 33.5
 EK0956;SPC OK S     -   494,470.47  2,838,656.72   sFT  0.99993676   +1 38 33.5
 EK0956;UTM  15      - 3,837,111.345   307,006.145   MT  1.00005910   -1 11 52.9
 EK0956
 EK0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0956!SPC OK S     -   0.99997215  x   0.99993676  =   0.99990891
 EK0956!UTM  15      -   0.99997215  x   1.00005910  =   1.00003125
 EK0956
 EK0956:                Primary Azimuth Mark                     Grid Az
 EK0956:SPC OK S     -  ALBION AZ MK                             033 17 10.9
 EK0956:UTM  15      -  ALBION AZ MK                             036 07 37.3
 EK0956
 EK0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0700637111(NAD 83)
 EK0956
 EK0956|---------------------------------------------------------------------|
 EK0956| PID    Reference Object                     Distance      Geod. Az  |
 EK0956|                                                           dddmmss.s |
 EK0956| EK1045 ALBION AZ MK                                       0345544.4 |
 EK0956| EK1043 ALBION RM 1                          27.702 METERS 03934     |
 EK0956| CX9523 ALBION RM 2                          27.426 METERS 30920     |
 EK0956| EK1044 ALBION RM 3                          34.461 METERS 32015     |
 EK0956|---------------------------------------------------------------------|
 EK0956
 EK0956                          SUPERSEDED SURVEY CONTROL
 EK0956
 EK0956  NAD 83(2007)-  34 39 28.02352(N)    095 06 21.82597(W) AD(2002.00) 0
 EK0956  ELLIP H (02/10/07)  177.464  (m)                       GP(2002.00)    
 EK0956  ELLIP H (04/16/01)  177.459  (m)                       GP(       ) 4 2
 EK0956  NAD 83(1993)-  34 39 28.02349(N)    095 06 21.82580(W) AD(       ) B
 EK0956  ELLIP H (05/09/94)  177.566  (m)                       GP(       ) 4 2
 EK0956  NAD 83(1986)-  34 39 28.02605(N)    095 06 21.81275(W) AD(       ) 1
 EK0956  NAD 27      -  34 39 27.65700(N)    095 06 20.95200(W) AD(       ) 1
 EK0956  NAVD 88             209.19   (m)          686.3    (f) LEVELING    3  
 EK0956  NAVD 88 (05/09/94)  209.1    (m)  GEOID93  model used  GPS OBS        
 EK0956  NGVD 29 (11/30/89)  208.6    (m)  RAPSU86  model used  GPS OBS        
 EK0956
 EK0956.Superseded values are not recommended for survey control.
 EK0956
 EK0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0956.See file dsdata.pdf to determine how the superseded data were derived.
 EK0956
 EK0956_MARKER: DS = TRIANGULATION STATION DISK
 EK0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0956_STAMPING: ALBION 1952
 EK0956_MARK LOGO: CGS
 EK0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0956+STABILITY: SURFACE MOTION
 EK0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0956+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 EK0956
 EK0956  HISTORY     - Date     Condition        Report By
 EK0956  HISTORY     - 1952     MONUMENTED       CGS
 EK0956  HISTORY     - 1957     GOOD             CGS
 EK0956  HISTORY     - 19890301 GOOD             NGS
 EK0956  HISTORY     - 19900306 GOOD             NGS
 EK0956  HISTORY     - 19930504 GOOD             NGS
 EK0956  HISTORY     - 19940311 GOOD             NGS
 EK0956  HISTORY     - 20120112 GOOD             GUYENG
 EK0956
 EK0956                          STATION DESCRIPTION
 EK0956
 EK0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0956'STATION IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF THE CENTER
 EK0956'OF ALBION ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 271.
 EK0956'STATION IS 80 SOUTH SOUTHWEST OF BRACE POLE WITH TRIANGLE
 EK0956'BLAZE, 56 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF
 EK0956'HIGHWAY AND 3 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS
 EK0956'ABOUT 4 INCHES AND THE DISK IS STAMPED ALBION 1952.
 EK0956'
 EK0956'REFERENCE MARK NO. 1 IS 52 FEET SOUTHEAST OF THE APPROXIMATE
 EK0956'CENTERLINE OF HIGHWAY, 32 FEET EAST SOUTHEAST OF BRACE POLE
 EK0956'WITH TRIANGLE BLAZE AND 7 FEET SOUTHEAST OF FENCE.
 EK0956'THE DISK IS SET FLUSH IN A DRILL HOLE IN OUTCROPPING ROCK
 EK0956'AND IS STAMPED ALBION NO 1 1952.
 EK0956'
 EK0956'REFERENCE MARK NO. 2 IS 44 FEET NORTHWEST OF THE APPROXIMATE
 EK0956'CENTERLINE OF HIGHWAY AND 9 FEET SOUTHEAST OF THE APPROXIMATE
 EK0956'CENTERLINE OF DRIVEWAY.  THE MARK PROJECTS ABOUT 6 INCHES
 EK0956'AND THE DISK IS STAMPED ALBION NO 2 1952.
 EK0956'
 EK0956'AZIMUTH MARK IS 38 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE
 EK0956'OF HIGHWAY, 17 FEET EAST OF FENCE CORNER, 9 FEET SOUTHEAST
 EK0956'OF FENCE AND 2.5 FEET WEST OF WITNESS POST.  THE MARK PROJECTS
 EK0956'ABOUT 4 INCHES AND THE DISK IS STAMPED ALBION 1952.
 EK0956'
 EK0956'TO REACH FROM THE NORTH SIDE OF SMALL PARK, 1/2 BLOCK SOUTH
 EK0956'OF THE POST OFFICE IN ALBION, GO WEST AND SOUTHWEST ON
 EK0956'U.S. HIGHWAY 271 FOR 0.2 MILE TO AZIMUTH ON RIGHT OR NORTHWEST
 EK0956'SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE SOUTHWEST FOR 0.35
 EK0956'MILE TO STATION ON LEFT OR SOUTHEAST SIDE OF HIGHWAY AS
 EK0956'DESCRIBED.
 EK0956'
 EK0956'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0956
 EK0956                          STATION RECOVERY (1957)
 EK0956
 EK0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EK0956'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EK0956'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE ALSO IN GOOD
 EK0956'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS FOUND OUT
 EK0956'OF THE GROUND AND WAS RESET AND STAMPED ALBION 1952 R.M.
 EK0956'NO. 3 1957.
 EK0956'
 EK0956'REFERENCE MARK NO. 3 IS ACROSS THE HIGHWAY NORTH FROM THE
 EK0956'STATION, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE WHICH
 EK0956'IS BACKSET FROM THE HIGHWAY ABOUT ABOUT 10 FEET.  IT
 EK0956'IS ALONG THE SOUTH FENCE LINE OF A BARNYARD AND ABOUT 50
 EK0956'YARDS SOUTHEAST OF A BROWN HOUSE, AND PROJECTS ABOUT 4 INCHES.
 EK0956
 EK0956                          STATION RECOVERY (1989)
 EK0956
 EK0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0956'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EK0956'FOLLOWS.
 EK0956'THE STATION IS LOCATED ABOUT 16.5 KM (10.25 MI) NORTHEAST OF
 EK0956'TUSKAHOME, 11.8 KM (7.35 MI) SOUTH-SOUTHWEST OF TALAHINA, AND 0.8 KM
 EK0956'(0.50 MI) SOUTHWEST OF ALBION.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EK0956'TO REACH THE STATION FROM THE TOWN HALL IN ALBION, GO SOUTHWEST ON
 EK0956'U.S. HIGHWAY 271 FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.
 EK0956'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 20 CM SQUARE
 EK0956'CONCRETE POST THAT PROJECTS 8 CM ABOVE THE GROUND.  LOCATED 22.3 M
 EK0956'(73.2 FT) SOUTHWEST OF A BRACE POLE WITH A GUY WIRE, 17.8 M (58.4 FT)
 EK0956'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.1 M (26.6 FT) NORTH OF
 EK0956'THE NORTH POST OF A SIGN (ALBION FIRST BAPTIST CHURCH), AND 0.9 M
 EK0956'(3.0 FT) NORTHWEST OF A CARSONITE WITNESS POST.
 EK0956'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EK0956
 EK0956                          STATION RECOVERY (1990)
 EK0956
 EK0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EK0956'STATION WAS RECOVERED IN GOOD CONDITION, AND NO OTHER MARKS SEARCHED
 EK0956'FOR.  A COMPLETE NEW DEACRIPTION FOLLOWS.
 EK0956'STATION IS LOCATED ABOUT 0.81 KM (0.50 MI) SOUTHWEST OF THE CENTER OF
 EK0956'ALBION, ALONG THE R-O-W OF U.S.HIGHWAY 271, ABOUT 0.72 KM (0.45 MI)
 EK0956'SOUTHWEST OF ALBION GROCERY STORE, ABOUT 0.81 KM (0.50 MI) SOUTHWEST
 EK0956'OF THE U.S.POST OFFICE IN ALBION.  OWNERSHIP-STATE OF OKLAHOMA.
 EK0956'TO REACH THE STATION FROM A SMALL CITY PARK, LOCATED ABOUT 1/2 BLOCK
 EK0956'NORTHEAST OF THE U.S.POST OFFICE IN ALBION, GO SOUTHWESTERLY ALONG
 EK0956'U.S.HIGHWAY 271 FOR 0.85 KM (0.53 MI) TO WHERE A GUY WIRE FROM A
 EK0956'SUPPORT POLE CROSSES THE HIGHWAY AND THE STATION ON THE LEFT AS
 EK0956'DESCRIBED.
 EK0956'STATION IS ABOUT 45 M (147.6 FT) SOUTH OF A ALBION CITY LIMITS SIGN
 EK0956'POST, 25 M (82.0 FT) SOUTH-SOUTHWEST OF A BRACE POLE, 17.9 M
 EK0956'(58.7 FT)  SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.1 M
 EK0956'(26.6 FT) NORTH-NORTHWEST OF THE NORTHWEST SUPPORT POLE OF A ALBION
 EK0956'BAPTIST CHURCH SUPPORT SIGN, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS
 EK0956'WITNESS POST, ACCROSS THE HIGHWAY FROM THE NORTHEAST END OF A 40 FT
 EK0956'(12.2 M) OFFSET IN THE R-O-W FENCELINE, AND ABOUT 1.2 M (3.9 FT)
 EK0956'ABOVE THE LEVEL OF THE HIGHWAY.
 EK0956'DESCRIBED BY G.F.S.  CAN CROSS BAR DITCH WITH TRUCK WHEN DRY ONLY.
 EK0956
 EK0956                          STATION RECOVERY (1993)
 EK0956
 EK0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EK0956'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 AND THE
 EK0956'AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.
 EK0956'NOTE--CONES SHOULD BE USED WHEN OCCUPYING THIS STATION BECAUSE THE
 EK0956'SHOULDER AREA IS NARROW.
 EK0956'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) SOUTHEAST OF WILBURTON,
 EK0956'12 KM (7.45 MI) SOUTHWEST OF TALIHINA, 1 KM (0.60 MI) SOUTHWEST OF
 EK0956'ALBION IN A ROCKY GRASS AND BRUSH AREA AND IN THE HIGHWAY RIGHT OF
 EK0956'WAY.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EK0956'TO REACH FROM THE T-JUNCTION OF U.S. HIGHWAY 271 AND STATE HIGHWAY 63
 EK0956'EAST ON THE SOUTHEAST SIDE OF TALIHINA, GO SOUTH ON HIGHWAY 271 FOR
 EK0956'1.6 KM (1.00 MI) TO A BRIDGE OVER ROCK CREEK.  CONTINUE AHEAD, SOUTH,
 EK0956'ON HIGHWAY 271 FOR 1.7 KM (1.05 MI) TO A BRIDGE OVER JACKSON CREEK.
 EK0956'CONTINUE AHEAD, SOUTH, ON HIGHWAY 271 FOR 3.5 KM (2.15 MI) TO A PAVED
 EK0956'T-JUNCTION ON THE LEFT.  CONTINUE AHEAD, SOUTH-SOUTHWEST, ON HIGHWAY
 EK0956'271 FOR 5.9 KM (3.65 MI) TO A PAVED CROSSROAD JUST AFTER THE ALBION
 EK0956'FIRST BAPTIST CHURCH ON THE RIGHT IN THE CENTER OF THE SMALL TOWN OF
 EK0956'ALBION.  CONTINUE AHEAD, SOUTHWEST, ON HIGHWAY 271 FOR 0.9 KM
 EK0956'(0.55 MI) TO THE STATION ON THE LEFT JUST BEFORE THE DRIVEWAY TO A
 EK0956'FARM HOUSE ON THE RIGHT.
 EK0956'THE STATION IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST
 EK0956'PROJECTING 7 CM.  IT IS 18.0 M (59.1 FT) SOUTHEAST FROM THE CENTER
 EK0956'OF, AND ABOUT 2 M (6.6 FT) HIGHER THAN HIGHWAY 271, 8.1 M (26.6 FT)
 EK0956'NORTH FROM THE NORTH LEG OF A SIGN -ALBION FIRST BAPTIST CHURCH-, 7.1
 EK0956'M (23.3 FT) SOUTHEAST FROM THE TOP OF THE CUTBANK, 4.1 M (13.5 FT)
 EK0956'SOUTH FROM A FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT) NORTHWEST
 EK0956'FROM A FIBERGLASS WITNESS POST.
 EK0956'DESCRIBED BY D.G. AUG
 EK0956
 EK0956                          STATION RECOVERY (1994)
 EK0956
 EK0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EK0956'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK0956'IN CLAYTON, THENCE 20.9 KM (13.00 MI) EASTERLY ALONG U.S. HIGHWAY
 EK0956'271, 34.1 M (111.9 FT) SOUTHEAST OF REFERENCE MARK 3, 27.7 M
 EK0956'(90.9 FT) SOUTHWEST OF REFERENCE MARK 1, 22.0 M (72.2 FT) SOUTHWEST
 EK0956'OF A UTILITY SUPPORT POLE WITH TWO GUY CABLES, 18.0 M (59.1 FT)
 EK0956'SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.2 M (13.8 FT) SOUTH OF A
 EK0956'WITNESS POST, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 EK0956'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 EK0956
 EK0956                          STATION RECOVERY (2012)
 EK0956
 EK0956'RECOVERY NOTE BY GUY ENGINEERING SERVICES INC 2012 (JW)
 EK0956'THE STATION WAS RECOVERED IN GOOD CONDITION. NO OTHER MARKS WERE
 EK0956'SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1043 ***********************************************************************
 EK1043  DESIGNATION -  ALBION RM 1
 EK1043  PID         -  EK1043
 EK1043  STATE/COUNTY-  OK/PUSHMATAHA
 EK1043  COUNTRY     -  US
 EK1043  USGS QUAD   -  ALBION (2019)
 EK1043
 EK1043                         *CURRENT SURVEY CONTROL
 EK1043  ______________________________________________________________________
 EK1043* NAD 83(1986) POSITION- 34 39 28.72   (N) 095 06 21.13   (W)   HD_HELD1
 EK1043* NAVD 88 ORTHO HEIGHT -   208.447 (meters)      683.88  (feet) ADJUSTED
 EK1043  ______________________________________________________________________
 EK1043  GEOID HEIGHT    -        -31.714 (meters)                     GEOID18
 EK1043  DYNAMIC HEIGHT  -        208.223 (meters)      683.15  (feet) COMP
 EK1043  MODELED GRAVITY -    979,556.0   (mgal)                       NAVD 88
 EK1043
 EK1043  VERT ORDER      -  FIRST     CLASS II
 EK1043
 EK1043.The horizontal coordinates were determined by differentially corrected
 EK1043.hand held GPS observations or other comparable positioning techniques
 EK1043.and have an estimated accuracy of +/- 3 meters.
 EK1043
 EK1043.The orthometric height was determined by differential leveling and
 EK1043.adjusted by the NATIONAL GEODETIC SURVEY
 EK1043.in August 1994.
 EK1043
 EK1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1043.GEOID18 height accuracy estimate available here.
 EK1043
 EK1043.Click photographs - Photos may exist for this station.
 EK1043
 EK1043.The dynamic height is computed by dividing the NAVD 88
 EK1043.geopotential number by the normal gravity value computed on the
 EK1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK1043.degrees latitude (g = 980.6199 gals.).
 EK1043
 EK1043.The modeled gravity was interpolated from observed gravity values.
 EK1043
 EK1043;                    North         East    Units  Estimated Accuracy
 EK1043;SPC OK S     -   150,736.9     865,241.4     MT  (+/- 3 meters HH1 GPS) 
 EK1043
 EK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0702437132(NAD 83)
 EK1043
 EK1043                          SUPERSEDED SURVEY CONTROL
 EK1043
 EK1043.No superseded survey control is available for this station.
 EK1043
 EK1043_MARKER: DR = REFERENCE MARK DISK
 EK1043_SETTING: 80 = SET IN A BOULDER
 EK1043_STAMPING: ALBION NO 1 1952
 EK1043_MARK LOGO: CGS
 EK1043_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1043+STABILITY: SURFACE MOTION
 EK1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK1043+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 EK1043
 EK1043  HISTORY     - Date     Condition        Report By
 EK1043  HISTORY     - 1952     MONUMENTED       CGS
 EK1043  HISTORY     - 19940311 GOOD             NGS
 EK1043
 EK1043                          STATION DESCRIPTION
 EK1043
 EK1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EK1043'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK1043'IN CLAYTON, THENCE 20.9 KM (13.00 MI) EASTERLY ALONG U.S. HIGHWAY
 EK1043'271, NEAR THE CENTER OF A 2 BY 4-FOOT BOULDER, 39.7 M (130.2 FT) EAST
 EK1043'OF REFERENCE MARK 3, 27.7 M (90.9 FT) NORTHEAST OF TRIANGULATION
 EK1043'STATION ALBION, 17.3 M (56.8 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 EK1043'5.7 M (18.7 FT) NORTHEAST OF A UTILITY SUPPORT POLE WITH TWO GUY
 EK1043'CABLES, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1044 ***********************************************************************
 EK1044  DESIGNATION -  ALBION RM 3
 EK1044  PID         -  EK1044
 EK1044  STATE/COUNTY-  OK/PUSHMATAHA
 EK1044  COUNTRY     -  US
 EK1044  USGS QUAD   -  ALBION (2019)
 EK1044
 EK1044                         *CURRENT SURVEY CONTROL
 EK1044  ______________________________________________________________________
 EK1044* NAD 83(1986) POSITION- 34 39 28.88   (N) 095 06 22.69   (W)   HD_HELD1
 EK1044* NAVD 88 ORTHO HEIGHT -   208.360 (meters)      683.59  (feet) ADJUSTED
 EK1044  ______________________________________________________________________
 EK1044  GEOID HEIGHT    -        -31.713 (meters)                     GEOID18
 EK1044  DYNAMIC HEIGHT  -        208.135 (meters)      682.86  (feet) COMP
 EK1044  MODELED GRAVITY -    979,556.0   (mgal)                       NAVD 88
 EK1044
 EK1044  VERT ORDER      -  FIRST     CLASS II
 EK1044
 EK1044.The horizontal coordinates were determined by differentially corrected
 EK1044.hand held GPS observations or other comparable positioning techniques
 EK1044.and have an estimated accuracy of +/- 3 meters.
 EK1044
 EK1044.The orthometric height was determined by differential leveling and
 EK1044.adjusted by the NATIONAL GEODETIC SURVEY
 EK1044.in August 1994.
 EK1044
 EK1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1044.GEOID18 height accuracy estimate available here.
 EK1044
 EK1044.Click photographs - Photos may exist for this station.
 EK1044
 EK1044.The dynamic height is computed by dividing the NAVD 88
 EK1044.geopotential number by the normal gravity value computed on the
 EK1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK1044.degrees latitude (g = 980.6199 gals.).
 EK1044
 EK1044.The modeled gravity was interpolated from observed gravity values.
 EK1044
 EK1044;                    North         East    Units  Estimated Accuracy
 EK1044;SPC OK S     -   150,740.6     865,201.5     MT  (+/- 3 meters HH1 GPS) 
 EK1044
 EK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0698437138(NAD 83)
 EK1044
 EK1044                          SUPERSEDED SURVEY CONTROL
 EK1044
 EK1044.No superseded survey control is available for this station.
 EK1044
 EK1044_MARKER: DR = REFERENCE MARK DISK
 EK1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1044_STAMPING: ALBION NO 3 1952 1957
 EK1044_MARK LOGO: CGS
 EK1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1044+STABILITY: SURFACE MOTION
 EK1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1044+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 EK1044
 EK1044  HISTORY     - Date     Condition        Report By
 EK1044  HISTORY     - 1957     MONUMENTED       CGS
 EK1044  HISTORY     - 19940311 GOOD             NGS
 EK1044
 EK1044                          STATION DESCRIPTION
 EK1044
 EK1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EK1044'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK1044'IN CLAYTON, THENCE 20.9 KM (13.00 MI) EASTERLY ALONG U.S. HIGHWAY
 EK1044'271, 39.7 M (130.2 FT) WEST OF REFERENCE MARK 1, 34.1 M (111.9 FT)
 EK1044'NORTHWEST OF TRIANGULATION STATION ALBION, 20.0 M (65.6 FT) WEST OF A
 EK1044'UTILITY POLE, 16.1 M (52.8 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 EK1044'0.8 M (2.6 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 EK1044'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 EK1044'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0794 ***********************************************************************
 EM0794  DESIGNATION -  ALDEN
 EM0794  PID         -  EM0794
 EM0794  STATE/COUNTY-  OK/KIOWA
 EM0794  COUNTRY     -  US
 EM0794  USGS QUAD   -  BALLY MOUNTAIN (2018)
 EM0794
 EM0794                         *CURRENT SURVEY CONTROL
 EM0794  ______________________________________________________________________
 EM0794* NAD 83(2011) POSITION- 34 57 34.05947(N) 098 40 13.12592(W)   ADJUSTED
 EM0794* NAD 83(2011) ELLIP HT-   553.764 (meters)        (06/27/12)   ADJUSTED
 EM0794* NAD 83(2011) EPOCH   -  2010.00
 EM0794* NAVD 88 ORTHO HEIGHT -   579.9   (meters)     1903.    (feet) VERTCON3
 EM0794  ______________________________________________________________________
 EM0794  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 EM0794  NAD 83(2011) X  -   -788,936.728 (meters)                     COMP
 EM0794  NAD 83(2011) Y  - -5,173,651.689 (meters)                     COMP
 EM0794  NAD 83(2011) Z  -  3,634,499.240 (meters)                     COMP
 EM0794  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 EM0794
 EM0794  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0794  Standards:
 EM0794         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0794            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0794  -------------------------------------------------------------------
 EM0794  NETWORK    7.72   7.59           2.85   3.27   3.87     -0.42483588
 EM0794  -------------------------------------------------------------------
 EM0794  Click here for local accuracies and other accuracy information.
 EM0794
 EM0794.The horizontal coordinates were established by GPS observations
 EM0794.and adjusted by the National Geodetic Survey in June 2012.
 EM0794
 EM0794.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0794.been affixed to the stable North American tectonic plate. See 
 EM0794.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0794
 EM0794.The horizontal coordinates are valid at the epoch date displayed above
 EM0794.which is a decimal equivalence of Year/Month/Day.
 EM0794
 EM0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0794
 EM0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0794.GEOID18 height accuracy estimate available here.
 EM0794
 EM0794.Click photographs - Photos may exist for this station.
 EM0794
 EM0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0794
 EM0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0794
 EM0794.The ellipsoidal height was determined by GPS observations
 EM0794.and is referenced to NAD 83.
 EM0794
 EM0794. The following values were computed from the NAD 83(2011) position.
 EM0794
 EM0794;                    North         East     Units Scale Factor Converg.
 EM0794;SPC OK S     -   180,581.246   538,781.274   MT  0.99995733   -0 22 49.7
 EM0794;SPC OK S     -   592,456.97  1,767,651.56   sFT  0.99995733   -0 22 49.7
 EM0794;UTM  14      - 3,868,597.075   530,099.394   MT  0.99961117   +0 11 20.1
 EM0794
 EM0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0794!SPC OK S     -   0.99991308  x   0.99995733  =   0.99987042
 EM0794!UTM  14      -   0.99991308  x   0.99961117  =   0.99952429
 EM0794
 EM0794:                Primary Azimuth Mark                     Grid Az
 EM0794:SPC OK S     -  ALDEN AZ MK                              263 57 33.4
 EM0794:UTM  14      -  ALDEN AZ MK                              263 23 23.6
 EM0794
 EM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3009968597(NAD 83)
 EM0794
 EM0794|---------------------------------------------------------------------|
 EM0794| PID    Reference Object                     Distance      Geod. Az  |
 EM0794|                                                           dddmmss.s |
 EM0794| CX7486 ALDEN RM 1                           19.378 METERS 08842     |
 EM0794| EM0677 APACHE MUNICIPAL TANK               APPROX.28.9 KM 1045517.6 |
 EM0794| CX7487 ALDEN RM 2                           24.673 METERS 13233     |
 EM0794| EM0792 SIGNAL MOUNTAIN                     APPROX.23.0 KM 1611047.0 |
 EM0794| EM0861 SADDLE MOUNTAIN                     APPROX.19.6 KM 2090150.3 |
 EM0794| EM0795 ALDEN AZ MK                         APPROX. 1.8 KM 2620013.2 |
 EM0794| EM0796 ALDEN AZ MK                         APPROX. 1.8 KM 2633443.7 |
 EM0794| FK0550 GOTEBO WATER TANK                   APPROX.22.6 KM 3030223.2 |
 EM0794|---------------------------------------------------------------------|
 EM0794
 EM0794                          SUPERSEDED SURVEY CONTROL
 EM0794
 EM0794  NAD 83(2007)-  34 57 34.05933(N)    098 40 13.12640(W) AD(2002.00) 0
 EM0794  ELLIP H (02/10/07)  553.787  (m)                       GP(2002.00)    
 EM0794  ELLIP H (06/19/02)  553.797  (m)                       GP(       ) 5 1
 EM0794  NAD 83(1993)-  34 57 34.06067(N)    098 40 13.12854(W) AD(       ) 1
 EM0794  ELLIP H (11/28/94)  553.837  (m)                       GP(       ) 5 1
 EM0794  NAD 83(1986)-  34 57 34.06616(N)    098 40 13.12229(W) AD(       ) 1
 EM0794  NAD 27      -  34 57 33.84700(N)    098 40 11.89800(W) AD(       ) 1
 EM0794  USSD        -  34 57 33.78200(N)    098 40 12.26200(W) AD(       ) 3
 EM0794  NGVD 29 (07/19/86)  579.7    (m)         1902.     (f) VERT ANG       
 EM0794
 EM0794.Superseded values are not recommended for survey control.
 EM0794
 EM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0794.See file dsdata.pdf to determine how the superseded data were derived.
 EM0794
 EM0794_MARKER: DS = TRIANGULATION STATION DISK
 EM0794_SETTING: 80 = SET IN A BOULDER
 EM0794_STAMPING: ALDEN 1934
 EM0794_MARK LOGO: CGS
 EM0794_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0794+STABILITY: SURFACE MOTION
 EM0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0794+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 EM0794
 EM0794  HISTORY     - Date     Condition        Report By
 EM0794  HISTORY     - 1921     MONUMENTED       CGS
 EM0794  HISTORY     - 1921     GOOD             CGS
 EM0794  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EM0794  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EM0794  HISTORY     - 1947     GOOD             CGS
 EM0794  HISTORY     - 1958     GOOD             CGS
 EM0794  HISTORY     - 1963     GOOD             CGS
 EM0794  HISTORY     - 1964     GOOD             CGS
 EM0794  HISTORY     - 1973     GOOD             NGS
 EM0794  HISTORY     - 1980     GOOD             NGS
 EM0794  HISTORY     - 1988     GOOD             NGS
 EM0794  HISTORY     - 19890301 GOOD             NGS
 EM0794
 EM0794                          STATION DESCRIPTION
 EM0794
 EM0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EM0794'ABOUT 4-3/4 MILES W AND 3/4 MILES S OF ALDEN POST OFFICE,
 EM0794'10 MILES S AND 3-1/2 MILES W OF CARNEGIE, IN SW 1/4 SEC. 27,
 EM0794'T 6 N, R 14 W, ON A HIGH ROCKY HILL KNOWN LOCALLY AS BALLY
 EM0794'MOUNTAIN, THE HIGHEST POINT IN VICINITY, ON LAND OWNED BY
 EM0794'HARRY KINDBLADE.  STATION MARKED BY A STANDARD STATION DISK IN
 EM0794'BOULDER.
 EM0794'
 EM0794'REFERENCE MARK IS A STANDARD REFERENCE DISK IN OUTCROPPING
 EM0794'BEDROCK, 24.67 METERS (80.9 FEET) FROM STATION,
 EM0794'S 47 DEG 26 MIN E.
 EM0794
 EM0794                          STATION RECOVERY (1921)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 EM0794'RECOVERED IN GOOD CONDITION.
 EM0794
 EM0794                          STATION RECOVERY (1934)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0794'ORIGINAL DESCRIPTION GOOD.  DISK BROKEN FROM SHANK, SHANK IN PLACE.
 EM0794'
 EM0794'REFERENCE MARK 80.9 FEET FROM STATION, S 47 DEG 26 MIN E.
 EM0794'DISK REMOVED BUT SHANK IN PLACE.
 EM0794
 EM0794                          STATION RECOVERY (1934)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EM0794'STATION IS NEAR THE CENTER OF THE SW 1/4 SEC. 27, T 6 N, R
 EM0794'14 W, 4-3/4 MILES W AND 3/4 MILES S OF ALDEN, ON NW END OF
 EM0794'SHORT ROCKY RIDGE, KNOWN IN VICINITY AS BALLY MOUNTAIN, THE
 EM0794'HIGHEST IN THE VICINITY.  BOTH THE STATION AND REFERENCE MARKS
 EM0794'HAD THE HEADS OFF BUT THE SHANKS REMAINED IN DRILL HOLES.
 EM0794'
 EM0794'SHANKS WERE REMOVED FROM HOLES AND NEW STANDARD DISKS WERE PUT
 EM0794'IN, STAMPED ALDEN 1934.  REFERENCE MARK WAS STAMPED NO. 2 1934,
 EM0794'ONE NEW REFERENCE MARK A STANDARD DISK WAS PUT IN MARKED NO. 1
 EM0794'1934, AND AZIMUTH MARK A STANDARD DISK STAMPED ALDEN 1934, WAS
 EM0794'SET 1.3 MILES E OF STATION AT SE CORNER OF PECAN SCHOOLYARD,
 EM0794'DISTRICT 99.  MARK IS SET IN NS FENCE LINE, E FENCE OF YARD,
 EM0794'35 FEET N OF CENTER LINE OF ROAD, 5 FEET N OF FENCE CORNER.
 EM0794'
 EM0794'STATION IS REACHED FROM MOUNTAIN VIEW BY GOING E ON STATE
 EM0794'HIGHWAY 9, FOR 1.25 MILES THENCE S ON MAIN GRADED ROAD FOR
 EM0794'9.5 MILES CONTINUE ON MAIN ROAD 3 MILES OR 1 MILE BEYOND PECAN
 EM0794'SCHOOL, TO WHERE ROAD TURNS S.  STATION IS ON SUMMIT OF HIGH
 EM0794'HILL ABOUT 1/4 MILE N.  OBSERVING PARTY DROVE FROM HERE TO TOP
 EM0794'OF HILL.  OLD REFERENCE MARK NOW REFERENCE MARK NO. 2 1934,
 EM0794'DISTANCES WERE CHECKED.
 EM0794
 EM0794                          STATION RECOVERY (1947)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0794'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 EM0794'GOOD CONDITION AS MARKED BY C.I.A. IN 1934.  A NEW AND COMPLETE
 EM0794'DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 13 MILES
 EM0794'SOUTH-SOUTHWEST OF CARNEGIE, ABOUT 5 MILES WEST-SOUTHWEST OF THE
 EM0794'ALDEN POST OFFICE AND IS SITUATED ON THE HIGHEST POINT OF
 EM0794'A HIGH ROCKY HILL KNOWN LOCALLY AS BALLY MOUNTAIN.  THE DISK
 EM0794'IS STAMPED ALDEN 1934.
 EM0794'
 EM0794'REFERENCE MARK NO. 1 IS LOCATED EAST OF THE STATION AND THE
 EM0794'DISK IS STAMPED ALDEN NO 1 1934.
 EM0794'
 EM0794'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND THE DISK IS
 EM0794'STAMPED ALDEN NO 2 1934.
 EM0794'
 EM0794'THE AZIMUTH MARK IS LOCATED 1.3 MILES WEST OF THE STATION AT
 EM0794'SOUTHEAST CORNER OF THE PECAN SCHOOL, DISTRICT 99, YARD,
 EM0794'6 FEET NORTH OF THE FENCE CORNER AND 1 FOOT WEST OF THE
 EM0794'FENCE LINE.  THE DISK, A STANDARD REFERENCE MARK DISK, IS
 EM0794'STAMPED ALDEN AZI 1934 AND IS SET FLUSH WITH THE SURFACE OF THE
 EM0794'GROUND.
 EM0794'
 EM0794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND
 EM0794'281 AND STATE HIGHWAY 58 IN CENTER OF THE TOWN OF APACHE,
 EM0794'GO WESTERLY AND NORTH ON STATE HIGHWAY 58 FOR 19.1 MILES TO
 EM0794'CROSSROADS, (THIS POINT IS 1.5 MILES NORTH OF THE CACHE SCHOOL
 EM0794'PASSED ON THE RIGHT) LEAVE HIGHWAY 58, TURN LEFT, AND GO WEST
 EM0794'FOR 4.1 MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 1.0
 EM0794'MILE TO POINT WHERE THE ROAD TURNS LEFT (WEST) AND THE END OF
 EM0794'TRUCK TRAVEL.  (THE AZIMUTH MARK IS 1.0 MILE WEST OF THIS
 EM0794'POINT) FROM HERE PACK NORTHEAST UP STEEP HILL TO THE
 EM0794'SUMMIT AND THE STATION AS DESCRIBED.  A 15 MINUTE PACK.
 EM0794'
 EM0794'FOUR FOOT SIGNALS AT EDWARDS 2, BOONE, MT SCOTT, BAKER 1935
 EM0794'AND A 87 FOOT SIGNAL AT PACKER 1921 ARE VISIBLE FROM THE
 EM0794'GROUND.
 EM0794
 EM0794                          STATION RECOVERY (1958)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EM0794'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EM0794'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EM0794'
 EM0794'THE HIGHWAY HAS BEEN CHANGED AND THE CACHE SCHOOL HAS BEEN
 EM0794'MOVED.
 EM0794'
 EM0794'A NEW WAY TO REACH FOLLOWS--TO REACH THE STATION FROM THE RAILROAD
 EM0794'DEPOT IN CARNEGIE, GO SOUTH ON STATE HIGHWAY 53 FOR 0.2 MILE TO
 EM0794'THE JUNCTION WITH STATE HIGHWAY 9, CONTINUE SOUTH ON STATE HIGHWAY
 EM0794'58 FOR 10.75 MILES TO A CROSSROAD.  (THIS IS 0.15 MILE AFTER
 EM0794'CROSSING A CONCRETE BRIDGE.) TURN RIGHT AND GO WEST ON GRADED
 EM0794'ROAD FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR
 EM0794'1.0 MILE TO A POINT WHERE THE ROAD TURNS LEFT (WEST) AND THE
 EM0794'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST UP ROCKY SLOPE
 EM0794'TO THE SUMMIT AND STATION AND REFERENCE MARKS AS DESCRIBED.
 EM0794
 EM0794                          STATION RECOVERY (1963)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0794'STATION RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED BY
 EM0794'R.L.E., 1947.  THE STATION WAS REACHED AS FOLLOWS--
 EM0794'
 EM0794'FROM CROSS ROAD AND JUNCTION OF STATE HIGHWAYS 115 AND 9, ABOUT 1-1/4
 EM0794'MILES EAST OF CENTER OF MOUNTAIN VIEW, GO SOUTH ON STATE HIGHWAY 115
 EM0794'FOR 9.5 MILES TO CROSS ROAD, TURN LEFT AND GO EAST FOR 2.0 MILES
 EM0794'TO CROSS ROAD AND OLD SCHOOL HOUSE IN THE NORTHEAST ANGLE
 EM0794'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE EAST FOR 1.0 MILE
 EM0794'TO WHERE THE ROAD TURNS RIGHT, SOUTH AND THE END OF TRUCK
 EM0794'TRAVEL.  PACK NORTHEAST TO THE HIGHEST POINT ABOUT 15 MINUTES TO
 EM0794'THE STATION.
 EM0794
 EM0794                          STATION RECOVERY (1964)
 EM0794
 EM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0794'RECOVERED AS DESCRIBED, EXCEPT STATION MARKER IS NO LONGER
 EM0794'LEGIBLE.  R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 NOT
 EM0794'FOUND IN A 15-MINUTE SEARCH.  TO REACH DESCRIPTION ADEQUATE.
 EM0794
 EM0794                          STATION RECOVERY (1973)
 EM0794
 EM0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0794'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 EM0794'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 EM0794'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 EM0794'
 EM0794'AN AZIMUTH MARK WAS ESTABLISHED FOR THE U.S. ARMY AT THIS TIME,
 EM0794'AND IS AS DECRIBED BELOW.
 EM0794'
 EM0794'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EM0794'
 EM0794'THE STATION IS LOCATED ON THE NORTHWEST END OF A MOUNTAIN, WHICH
 EM0794'IS LOCALLY CALLED BALLY MTN., WHICH IS THE HIGHEST MOUNTAIN
 EM0794'IN THE VICINITY, AND IS 18 MILES WEST-NORTHWEST OF APACHE, 14
 EM0794'MILES SOUTHEAST OF GOTEBO, 11 MILES SOUTH-SOUTHWEST OF
 EM0794'CARNEGIE AND 10 MILES SOUTHEAST OF MT. VIEW.
 EM0794'
 EM0794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62,
 EM0794'281 AND STATE HIGHWAY 19, WHICH IS LOCATED ON THE WEST EDGE
 EM0794'OF APACHE.  GO WEST ON STATE HIGHWAY 19 FOR 10.25 MILES TO THE
 EM0794'JUNCTION OF STATE HIGHWAY 58.  CONTINUE STRAIGHT AHEAD, WEST
 EM0794'ON STATE HWYS. 19 AND 58 FOR 3.0 MILES TO WHERE THE HIGHWAYS
 EM0794'TURN AND GO NORTH, CONTINUE NORTH ON HIGHWAYS FOR 1.0 MILE TO
 EM0794'THE JUNCTION OF STATE HIGHWAYS 19 AND 58.  CONTINUE NORTH
 EM0794'ON STATE HIGHWAY 58 FOR 2.0 MILES TO A SURFACE ROAD ON THE
 EM0794'LEFT.  TURN LEFT AND FOLLOW SURFACE ROAD WEST FOR 3.85 MILES TO
 EM0794'WHERE THE MAIN SURFACE ROAD TURNS AND GOES NORTH.  TURN
 EM0794'RIGHT AND GO NORTH ON SURFACE ROAD FOR 1.0 MILE TO WHERE THE
 EM0794'MAIN SURFACE ROAD TURNS AND GOES WEST, AND END OF TRAVEL AT
 EM0794'CORNER.  HERE GO NORTHEAST UP SLOPE OF MOUNTAIN TO HIGHEST
 EM0794'POINT AND STATION.  ABOUT A 15-MINUTE PACK.
 EM0794'
 EM0794'TO REACH AZIMUTH MARK 1934 AND AZIMUTH MARK ECC 1973 (USA),
 EM0794'FOLLOW MAIN SURFACE ROAD WEST FOR 1.0 MILE TO VACANT SCHOOL
 EM0794'ON THE RIGHT AND MARKS.
 EM0794'
 EM0794'STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE, ON THE
 EM0794'NORTHWEST END OF MOUNTAIN, WHICH IS THE HIGHEST POINT OF MOUNTAIN
 EM0794'AND IS STAMPED ALDEN 1934.
 EM0794'
 EM0794'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A DRILL HOLE
 EM0794'IN OUTCROPPING BEDROCK, ON THE EAST SLOPE OF MOUNTAIN AND IS
 EM0794'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 EM0794'DISK IS STAMPED ALDEN NO 1 1934.
 EM0794'
 EM0794'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 EM0794'OUTCROPPING BEDROCK ON THE SOUTHERLY SLOPE OF MOUNTAIN AND IS
 EM0794'STAMPED ALDEN NO 2 1934.  ABOUT 1-FOOT LOWER THAN THE STATION IN
 EM0794'ELEVATION.
 EM0794'
 EM0794'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE
 EM0794'TOP OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES
 EM0794'AND IS STAMPED ALDEN AZI 1934.  THE MARK IS LOCATED AT THE
 EM0794'SOUTHEAST CORNER OF VACANT SCHOOL YARD, 94 FEET EAST-SOUTHEAST
 EM0794'OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 40 FEET NORTH OF THE
 EM0794'CENTER OF ROAD, 6 FEET NORTH-NORTHWEST OF FENCE-CORNER, AND 2
 EM0794'FEET WEST OF FENCE-LINE AN METAL WITNESS POST.
 EM0794'
 EM0794'AZIMUTH MARK ECC 1973 (USA) IS A ARTILLERY CARTRIDGE, SET
 EM0794'IN CONCRETE AND IS STAMPED ALDEN AZI ECC 1973.  IT IS 85 FEET
 EM0794'NORTH OF THE NORTHWEST CORNER OF SCHOOL, 71 FEET EAST-SOUTHEAST
 EM0794'OF THE NORTHWEST CORNER OF SCHOOL YARD AND 32 FEET SOUTH OF THE
 EM0794'SCHOOL YARD NORTH FENCE-LINE.  THE MARK IS FLUSH WITH THE
 EM0794'GROUND.
 EM0794'
 EM0794'DISTANCES FOR AZ MK 1934 AND AZ MK ECC 1973 (USA) MEASURED WITH
 EM0794'A H/P.
 EM0794'
 EM0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MT.
 EM0794'VIEW SSE 10 MILES.
 EM0794
 EM0794                          STATION RECOVERY (1980)
 EM0794
 EM0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JGC)
 EM0794'ALDEN 1934 RECOVERED GOOD.
 EM0794'
 EM0794'ALDEN NO 1 1934 RECOVERED GOOD.
 EM0794'
 EM0794'ALDEN NO 2 1934 RECOVERED GOOD.
 EM0794'
 EM0794'ALDEN AZI 1934 RECOVERED GOOD.
 EM0794'
 EM0794'ALDEN AZI ECC 1973 ALSO RECOVERED AS DESCRIBED.
 EM0794
 EM0794                          STATION RECOVERY (1988)
 EM0794
 EM0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0794'THE STATION WAS RECOVERED AT THIS DATE.
 EM0794'REFERENCE MARKS 1 AND 2 WERE LOCATED FOR PURPOSE OF LOCATING
 EM0794'STATION BUT NOT DESCRIBED AT THIS TIME.
 EM0794'
 EM0794'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EM0794'WEST-SOUTHWEST OF ALDEN AND ON THE NORTHWEST END OF A MOUNTAIN
 EM0794'KNOWN LOCALLY AS BALLY MOUNTAIN.
 EM0794'OWNERSHIP--MR. JOHN KINDBLADE, ROUTE 2 BOX 153, CARNEGIE OK 73051,
 EM0794'PHONE 405-654-1573.  CALL FOR PERMISSION TO USE THIS STATION.
 EM0794'
 EM0794'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 281 AND
 EM0794'STATE HIGHWAY 19 IN APACHE, GO WEST ON STATE HIGHWAY 19 FOR 16.9 KM
 EM0794'(10.5 MI) TO THE INTERSECTION OF STATE HIGHWAYS 19 AND 58.
 EM0794'CONTINUE WEST FOR 4.8 KM (3.0 MI) TO WHERE THE HIGHWAY TURNS NORTH.
 EM0794'GO NORTH ON HIGHWAY FOR 4.8 KM (3.0 MI) TO A DIRT CROSSROAD.  TURN
 EM0794'LEFT AND GO WEST FOR 4.8 KM (3.0 MI) TO A SIDE ROAD RIGHT.  TURN
 EM0794'RIGHT AND GO NORTH FOR 3.2 KM (2.0 MI) TO A DIRT SECTION ROAD.
 EM0794'TURN LEFT AND GO WEST FOR 0.5 KM (0.3 MI) TO A FARM HOUSE DRIVE.
 EM0794'STOP AT HOUSE FOR PERMISSION THEN GO SOUTH ON DRIVE FOR ABOUT 0.1 KM
 EM0794'(0.05 MI) TO REAR OF GARAGE.  TURN RIGHT AND FOLLOW DIRT ROAD
 EM0794'SOUTHWEST FOR 0.3 KM (0.2 MI) TO A GATE.  PASS THROUGH GATE AND
 EM0794'CONTINUE SOUTHWEST ON DIRT ROAD TOWARD MOUNTAIN FOR 1.1 KM (0.7 MI)
 EM0794'TO A STONE MONUMENT WITH BRASS PLATE INSCRIBED FT SILL-FT SUPPLY
 EM0794'MILITARY TRAIL.  ANGLE RIGHT AND PROCEED ACROSS FIELD AND UP A
 EM0794'GENTLE RIDGE FOR 0.5 KM (0.3 MI) TO THE HEAD OF A SMALL GULLY.
 EM0794'TURN RIGHT AND FOLLOW FAINT TRAIL UPHILL FOR 0.2 KM (0.1 MI) TO A
 EM0794'LONE TREE.  PASS TO THE LEFT OF TREE AND GO 0.2 KM (0.1 MI) TO A
 EM0794'SADDLE.  TURN LEFT AND GO UPHILL ALONG RIDGE FOR 0.3 KM (0.2 MI) TO
 EM0794'TOP OF HILL AND STATION ON THE LEFT.
 EM0794'
 EM0794'THE STATION MARK IS A STANDARD CGS STATION MARK DISK.  THE 1973
 EM0794'DESCRIPTION STATES THAT THE MARK IS STAMPED---ALDEN 1934---.  AT
 EM0794'THE PRESENT TIME THE DISK IS UNREADABLE.  IT IS SET IN A DRILL HOLE.
 EM0794'LOCATED 24.7 METERS (81.0 FT) NORTHWEST FROM RM 2 AND 19.4 METERS
 EM0794'(63.6 FT) WEST FROM RM 1.
 EM0794'
 EM0794'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0794'
 EM0794'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0794'
 EM0794'DESCRIBED BY D.A. BOWLING.
 EM0794
 EM0794                          STATION RECOVERY (1989)
 EM0794
 EM0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 58 AND 19W,
 EM0794'ABOUT 24.1 KM (15.00 MI) WEST OF APACHE, GO NORTH ON HIGHWAY 58 FOR
 EM0794'3.2 KM (2.00 MI) TO A DIRT CROSSROAD.  TURN LEFT AND GO WEST ON DIRT,
 EM0794'THEN PAVED ROAD FOR 4.8 KM (3.00 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT
 EM0794'AND GO NORTH FOR 3.2 KM (2.00 MI) TO A DIRT SECTION ROAD.  TURN LEFT
 EM0794'AND GO WEST FOR 0.45 KM (0.30 MI) TO A FARM HOUSE DRIVE.  STOP AT
 EM0794'HOUSE FOR PERMISSION THEN GO SOUTH AND WEST FOR ABOUT 0.1 KM
 EM0794'(0.05 MI) TO REAR OF A GARAGE.  CONTINUE AHEAD THROUGH ELECTRIC FENCE
 EM0794'ON TRACK ROAD FOR 0.3 KM (0.20 MI) TO A BARBED WIRE GATE.  PASS
 EM0794'THROUGH GATE AND CONTINUE SOUTHWEST ON TRACK ROAD TOWARD MOUNTAIN FOR
 EM0794'0.65 KM (0.40 MI) TO A STONE MONUMENT WITH BRASS PLATE INSCRIBED FT.
 EM0794'PROCEED ACROSS FIELD AND UP A GENTLE RIDGE FOR 0.5 KM (0.30 MI) TO THE
 EM0794'HEAD OF A SMALL GULLY.  TURN RIGHT AND FOLLOW FAINT TRAIL UPHILL FOR
 EM0794'0.2 KM (0.10 MI) TO A LONE TREE.  PASS TO THE LEFT OF TREE AND GO 0.2
 EM0794'KM (0.10 MI) TO A SADDLE.  TURN LEFT AND GO UPHILL ALONG RIDGE FOR 0.3
 EM0794'KM (0.20 MI) TO TOP OF HILL AND STATION ON THE LEFT.
 EM0794'DESCRIBED BY H.J. SKELLEY, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0795 ***********************************************************************
 EM0795  DESIGNATION -  ALDEN AZ MK
 EM0795  PID         -  EM0795
 EM0795  STATE/COUNTY-  OK/KIOWA
 EM0795  COUNTRY     -  US
 EM0795  USGS QUAD   -  BALLY MOUNTAIN (2018)
 EM0795
 EM0795                         *CURRENT SURVEY CONTROL
 EM0795  ______________________________________________________________________
 EM0795* NAD 83(1993) POSITION- 34 57 25.91641(N) 098 41 23.50218(W)   ADJUSTED
 EM0795* NAVD 88 ORTHO HEIGHT -   455.6   (meters)     1495.    (feet) VERTCON3
 EM0795  ______________________________________________________________________
 EM0795  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 EM0795  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 EM0795  HORZ ORDER      -  SECOND
 EM0795
 EM0795.The horizontal coordinates were established by classical geodetic methods
 EM0795.and adjusted by the National Geodetic Survey in November 1994.
 EM0795
 EM0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0795
 EM0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0795.GEOID18 height accuracy estimate available here.
 EM0795
 EM0795.Click photographs - Photos may exist for this station.
 EM0795
 EM0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0795
 EM0795. The following values were computed from the NAD 83(1993) position.
 EM0795
 EM0795;                    North         East     Units Scale Factor Converg.
 EM0795;SPC OK S     -   180,342.350   536,994.207   MT  0.99995707   -0 23 29.7
 EM0795;SPC OK S     -   591,673.19  1,761,788.49   sFT  0.99995707   -0 23 29.7
 EM0795;UTM  14      - 3,868,340.523   528,315.408   MT  0.99960988   +0 10 39.7
 EM0795
 EM0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0795!SPC OK S     -   0.99993255  x   0.99995707  =   0.99988963
 EM0795!UTM  14      -   0.99993255  x   0.99960988  =   0.99954246
 EM0795
 EM0795:                Primary Azimuth Mark                     Grid Az
 EM0795:SPC OK S     -  ALDEN                                    082 23 02.6
 EM0795:UTM  14      -  ALDEN                                    081 48 53.2
 EM0795
 EM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2831568340(NAD 83)
 EM0795
 EM0795|---------------------------------------------------------------------|
 EM0795| PID    Reference Object                     Distance      Geod. Az  |
 EM0795|                                                           dddmmss.s |
 EM0795| EM0794 ALDEN                               APPROX. 1.8 KM 0815932.9 |
 EM0795| EM0796 ALDEN AZ MK                          58.904 METERS 32051     |
 EM0795|---------------------------------------------------------------------|
 EM0795
 EM0795                          SUPERSEDED SURVEY CONTROL
 EM0795
 EM0795  NAD 83(1986)-  34 57 25.92165(N)    098 41 23.49575(W) AD(       ) 2
 EM0795  NAD 27      -  34 57 25.70275(N)    098 41 22.26959(W) AD(       ) 2
 EM0795  NGVD 29 (07/19/86)  455.4    (m)         1494.     (f) VERT ANG       
 EM0795
 EM0795.Superseded values are not recommended for survey control.
 EM0795
 EM0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0795.See file dsdata.pdf to determine how the superseded data were derived.
 EM0795
 EM0795_MARKER: DR = REFERENCE MARK DISK
 EM0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0795_STAMPING: ALDEN AZI 1934
 EM0795_MARK LOGO: CGS
 EM0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0795+STABILITY: SURFACE MOTION
 EM0795
 EM0795  HISTORY     - Date     Condition        Report By
 EM0795  HISTORY     - 1934     MONUMENTED       CGS
 EM0795  HISTORY     - 1973     GOOD             NGS
 EM0795
 EM0795                          STATION DESCRIPTION
 EM0795
 EM0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0795'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF
 EM0795'A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED
 EM0795'ALDEN AZI 1934.  THE MARK IS LOCATED AT THE SOUTHEAST CORNER OF
 EM0795'VACANT SCHOOL YARD, 94 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 EM0795'OF SCHOOLHOUSE, 40 FEET NORTH OF THE CENTER OF ROAD, 6 FEET
 EM0795'NORTH-NORTHWEST OF FENCE-CORNER, AND 2 FEET WEST OF FENCE-LINE
 EM0795'AND METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0796 ***********************************************************************
 EM0796  DESIGNATION -  ALDEN AZ MK
 EM0796  PID         -  EM0796
 EM0796  STATE/COUNTY-  OK/KIOWA
 EM0796  COUNTRY     -  US
 EM0796  USGS QUAD   -  BALLY MOUNTAIN (2018)
 EM0796
 EM0796                         *CURRENT SURVEY CONTROL
 EM0796  ______________________________________________________________________
 EM0796* NAD 83(1993) POSITION- 34 57 27.39888(N) 098 41 24.96807(W)   ADJUSTED
 EM0796* NAVD 88 ORTHO HEIGHT -   455.2   (meters)     1493.    (feet) VERTCON3
 EM0796  ______________________________________________________________________
 EM0796  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 EM0796  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 EM0796  HORZ ORDER      -  SECOND
 EM0796
 EM0796.The horizontal coordinates were established by classical geodetic methods
 EM0796.and adjusted by the National Geodetic Survey in November 1994.
 EM0796
 EM0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0796
 EM0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0796.GEOID18 height accuracy estimate available here.
 EM0796
 EM0796.Click photographs - Photos may exist for this station.
 EM0796
 EM0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0796
 EM0796. The following values were computed from the NAD 83(1993) position.
 EM0796
 EM0796;                    North         East     Units Scale Factor Converg.
 EM0796;SPC OK S     -   180,388.286   536,957.331   MT  0.99995711   -0 23 30.5
 EM0796;SPC OK S     -   591,823.90  1,761,667.51   sFT  0.99995711   -0 23 30.5
 EM0796;UTM  14      - 3,868,386.074   528,278.090   MT  0.99960986   +0 10 38.9
 EM0796
 EM0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0796!SPC OK S     -   0.99993262  x   0.99995711  =   0.99988973
 EM0796!UTM  14      -   0.99993262  x   0.99960986  =   0.99954250
 EM0796
 EM0796:                Primary Azimuth Mark                     Grid Az
 EM0796:SPC OK S     -  ALDEN                                    083 57 33.0
 EM0796:UTM  14      -  ALDEN                                    083 23 23.6
 EM0796
 EM0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2827868386(NAD 83)
 EM0796
 EM0796|---------------------------------------------------------------------|
 EM0796| PID    Reference Object                     Distance      Geod. Az  |
 EM0796|                                                           dddmmss.s |
 EM0796| EM0794 ALDEN                               APPROX. 1.8 KM 0833402.5 |
 EM0796| EM0795 ALDEN AZ MK                          58.904 METERS 14051     |
 EM0796|---------------------------------------------------------------------|
 EM0796
 EM0796                          SUPERSEDED SURVEY CONTROL
 EM0796
 EM0796  NAD 83(1986)-  34 57 27.40400(N)    098 41 24.96154(W) AD(       ) 2
 EM0796  NAD 27      -  34 57 27.18537(N)    098 41 23.73554(W) AD(       ) 2
 EM0796  NGVD 29 (07/19/86)  455.0    (m)         1493.     (f) VERT ANG       
 EM0796
 EM0796.Superseded values are not recommended for survey control.
 EM0796
 EM0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0796.See file dsdata.pdf to determine how the superseded data were derived.
 EM0796
 EM0796_MARKER: M = AMMO SHELL CASING
 EM0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0796_STAMPING: ALDEN AZI ECC 1973
 EM0796_PROJECTION: FLUSH
 EM0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0796+STABILITY: SURFACE MOTION
 EM0796
 EM0796  HISTORY     - Date     Condition        Report By
 EM0796  HISTORY     - 1973     MONUMENTED       NGS
 EM0796
 EM0796                          STATION DESCRIPTION
 EM0796
 EM0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0796'AZIMUTH MARK ECC 1973 (USA) IS A ARTILLERY CARTRIDGE, SET IN CONCRETE
 EM0796'AND IS STAMPED ALDEN AZI ECC 1973.  IT IS 85 FEET NORTH OF THE
 EM0796'NORTHWEST CORNER OF SCHOOL, 71 FEET EAST-SOUTHEAST OF THE
 EM0796'NORTHWEST CORNER OF SCHOOL YARD AND 32 FEET SOUTH OF THE SCHOOL
 EM0796'YARD NORTH FENCE-LINE.  THE MARK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1031 ***********************************************************************
 EL1031  DESIGNATION -  ALEX
 EL1031  PID         -  EL1031
 EL1031  STATE/COUNTY-  OK/GRADY
 EL1031  COUNTRY     -  US
 EL1031  USGS QUAD   -  NINNEKAH (2018)
 EL1031
 EL1031                         *CURRENT SURVEY CONTROL
 EL1031  ______________________________________________________________________
 EL1031* NAD 83(1993) POSITION- 34 53 25.17695(N) 097 53 12.11577(W)   ADJUSTED
 EL1031* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 EL1031  ______________________________________________________________________
 EL1031  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 EL1031  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 EL1031  HORZ ORDER      -  THIRD
 EL1031
 EL1031.The horizontal coordinates were established by classical geodetic methods
 EL1031.and adjusted by the National Geodetic Survey in November 1994.
 EL1031
 EL1031.The orthometric height was scaled from a topographic map.
 EL1031
 EL1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1031.GEOID18 height accuracy estimate available here.
 EL1031
 EL1031.Click photographs - Photos may exist for this station.
 EL1031
 EL1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1031
 EL1031. The following values were computed from the NAD 83(1993) position.
 EL1031
 EL1031;                    North         East     Units Scale Factor Converg.
 EL1031;SPC OK S     -   172,714.473   610,356.320   MT  0.99995017   +0 03 51.5
 EL1031;SPC OK S     -   566,647.40  2,002,477.36   sFT  0.99995017   +0 03 51.5
 EL1031;UTM  14      - 3,861,446.221   601,728.169   MT  0.99972754   +0 38 12.7
 EL1031
 EL1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1031!SPC OK S     -   0.99994334  x   0.99995017  =   0.99989351
 EL1031!UTM  14      -   0.99994334  x   0.99972754  =   0.99967090
 EL1031
 EL1031:                Primary Azimuth Mark                     Grid Az
 EL1031:SPC OK S     -  ALEX AZ MK                               031 48 44.6
 EL1031:UTM  14      -  ALEX AZ MK                               031 14 23.4
 EL1031
 EL1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0172861446(NAD 83)
 EL1031
 EL1031|---------------------------------------------------------------------|
 EL1031| PID    Reference Object                     Distance      Geod. Az  |
 EL1031|                                                           dddmmss.s |
 EL1031| CX9525 ALEX RM 1                             7.963 METERS 02528     |
 EL1031| CX9524 ALEX AZ MK                                         0315236.1 |
 EL1031| EL1020 ALEX MUNICIPAL TANK                 APPROX.10.0 KM 0762124.6 |
 EL1031| EL1026 RUSH SPRINGS ATT MICROWAVE          APPROX. 9.5 KM 2055936.8 |
 EL1031| EM0577 CONSOLIDATED GAS RAD KKD 404        APPROX.12.5 KM 2734707.9 |
 EL1031| EM0576 OKLAHOMA NATRL GAS RAD KKI 655      APPROX.11.6 KM 2825516.9 |
 EL1031| CX9526 ALEX RM 2                             8.001 METERS 28313     |
 EL1031|---------------------------------------------------------------------|
 EL1031
 EL1031                          SUPERSEDED SURVEY CONTROL
 EL1031
 EL1031  NAD 83(1986)-  34 53 25.18161(N)    097 53 12.09949(W) AD(       ) 3
 EL1031  NAD 27      -  34 53 24.93366(N)    097 53 10.95287(W) AD(       ) 3
 EL1031
 EL1031.Superseded values are not recommended for survey control.
 EL1031
 EL1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1031.See file dsdata.pdf to determine how the superseded data were derived.
 EL1031
 EL1031_MARKER: DS = TRIANGULATION STATION DISK
 EL1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1031_STAMPING: ALEX 1957
 EL1031_MARK LOGO: CGS
 EL1031_PROJECTION: PROJECTING 20 CENTIMETERS
 EL1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1031+STABILITY: SURFACE MOTION
 EL1031
 EL1031  HISTORY     - Date     Condition        Report By
 EL1031  HISTORY     - 1957     MONUMENTED       CGS
 EL1031  HISTORY     - 1976     GOOD             NGS
 EL1031
 EL1031                          STATION DESCRIPTION
 EL1031
 EL1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1031'STATION IS LOCATED 2-1/4 MILES EAST AND 4 MILES SOUTH OF NINNEKAH,
 EL1031'6 MILES WEST AND 1-1/2 MILES SOUTH OF ALEX, ON A HIGH HILL IN
 EL1031'PASTURE LAND OWNED BY MR. V.O. HILDRETH.  IN THE NORTHEAST 1/4 OF
 EL1031'SECTION 24, T. 5. N. R. 7. W.
 EL1031'
 EL1031'TO REACH FROM THE CROSSROADS SOUTH OF THE POST OFFICE IN NINNEKAH,
 EL1031'GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO T-ROAD INTERSECTION, TURN
 EL1031'LEFT, EAST, FOR 1.5 MILES TO T-ROAD INTERSECTION, TURN RIGHT,
 EL1031'SOUTH, FOR 2 MILES TO CURVE, KEEP LEFT ON MAIN TRAVELED ROAD AND GO
 EL1031'EAST FOR 0.9 MILE TO T-ROAD RIGHT, TURN RIGHT, SOUTH, ON MAIN
 EL1031'TRAVELED ROAD AND GO 1.05 MILE TO SIDE ROAD LEFT AND AZIMUTH
 EL1031'MARK ON LEFT, CONTINUE SOUTH 0.25 MILE TO CATTLE GUARD AND ROAD
 EL1031'RIGHT LEADING TO FARM HOME, TURN RIGHT, WEST, CROSS CATTLE GUARD
 EL1031'AND GO 0.15 MILE TO HOME OF MR. HILDRETH, FROM HOUSE FOLLOW
 EL1031'TRACK ROAD, WEST OF HOUSE, SOUTHWEST FOR 0.1 MILE TO GATE
 EL1031'ENTERING PASTURE, PASS THROUGH GATE AND GO SOUTH-SOUTHWEST ABOUT
 EL1031'0.05 MILE TO TOP OF HILL AND STATION.
 EL1031'
 EL1031'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 EL1031'CONCRETE POSTS.
 EL1031'
 EL1031'STATION MARKS ARE STAMPED ALEX 1957.  THE SURFACE MARK PROJECTS 8
 EL1031'INCHES AND IS 393 FEET SOUTH OF AN EAST-WEST PROPERTY LINE FENCE,
 EL1031'283 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 245 FEET WEST OF A
 EL1031'NORTH-SOUTH PROPERTY LINE FENCE.  A 4 IN X 4 IN WHITE WITNESS POST
 EL1031'WAS SET 3 FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS
 EL1031'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW GROUND
 EL1031'SURFACE.
 EL1031'
 EL1031'REFERENCE MARK 1 IS STAMPED ALEX NO 1 1957 AND PROJECTS 6 INCHES.
 EL1031'IT IS 367 FEET SOUTH OF THE EAST-WEST FENCE, 262 FEET WEST OF THE
 EL1031'NORTH-SOUTH FENCE, 257 FEET SOUTH OF THE CENTER OF THE FIELD ROAD
 EL1031'AND 24 FEET NORTH OF THE WITNESS POST.
 EL1031'
 EL1031'REFERENCE MARK 2 IS STAMPED ALEX NO 2 1957 AND PROJECTS 6 INCHES.
 EL1031'IT IS 390 FEET SOUTH OF THE EAST-WEST FENCE, 280 FEET SOUTH OF THE
 EL1031'CENTER OF THE FIELD ROAD, 237 FEET WEST OF THE NORTH-SOUTH FENCE
 EL1031'AND 29 FEET WEST OF THE WITNESS POST.
 EL1031'
 EL1031'AZIMUTH MARK IS STAMPED ALEX 1957 AND PROJECTS 8 INCHES.  IT IS 93
 EL1031'FEET EAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 39 FEET NORTH OF
 EL1031'AN EAST-WEST ROAD, 55 FEET NORTHEAST OF A TRANSFORMER POLE, 39 FEET
 EL1031'NORTHWEST OF THE NORTH END OF A CATTLE GUARD, 24 FEET EAST OF A
 EL1031'NORTH-SOUTH SECTION LINE ROAD, 2 FEET SOUTHEAST OF A FENCE
 EL1031'CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET WEST OF
 EL1031'THE MARK.
 EL1031
 EL1031                          STATION RECOVERY (1976)
 EL1031
 EL1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLR)
 EL1031'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 EL1031'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1020 ***********************************************************************
 EL1020  DESIGNATION -  ALEX MUNICIPAL TANK
 EL1020  PID         -  EL1020
 EL1020  STATE/COUNTY-  OK/GRADY
 EL1020  COUNTRY     -  US
 EL1020  USGS QUAD   -  ALEX (2018)
 EL1020
 EL1020                         *CURRENT SURVEY CONTROL
 EL1020  ______________________________________________________________________
 EL1020* NAD 83(1993) POSITION- 34 54 41.41918(N) 097 46 49.96364(W)   ADJUSTED
 EL1020  ______________________________________________________________________
 EL1020  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EL1020  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 EL1020  HORZ ORDER      -  THIRD
 EL1020
 EL1020.The horizontal coordinates were established by classical geodetic methods
 EL1020.and adjusted by the National Geodetic Survey in November 1994.
 EL1020
 EL1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1020.GEOID18 height accuracy estimate available here.
 EL1020
 EL1020.Click photographs - Photos may exist for this station.
 EL1020
 EL1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1020
 EL1020. The following values were computed from the NAD 83(1993) position.
 EL1020
 EL1020;                    North         East     Units Scale Factor Converg.
 EL1020;SPC OK S     -   175,079.851   620,054.174   MT  0.99995221   +0 07 28.4
 EL1020;SPC OK S     -   574,407.81  2,034,294.40   sFT  0.99995221   +0 07 28.4
 EL1020;UTM  14      - 3,863,907.942   611,399.841   MT  0.99975295   +0 41 52.7
 EL1020
 EL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1139963907(NAD 83)
 EL1020
 EL1020                          SUPERSEDED SURVEY CONTROL
 EL1020
 EL1020  NAD 83(1986)-  34 54 41.42399(N)    097 46 49.94763(W) AD(       ) 3
 EL1020  NAD 27      -  34 54 41.17351(N)    097 46 48.80612(W) AD(       ) 3
 EL1020
 EL1020.Superseded values are not recommended for survey control.
 EL1020
 EL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1020.See file dsdata.pdf to determine how the superseded data were derived.
 EL1020
 EL1020_MARKER: 53 = ELEVATED TANK
 EL1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1020+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 EL1020
 EL1020  HISTORY     - Date     Condition        Report By
 EL1020  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL1020  HISTORY     - 20050620 GOOD             USPSQD
 EL1020
 EL1020                          STATION DESCRIPTION
 EL1020
 EL1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1020'THE STATION IS IN THE SOUTH EDGE OF ALEX ABOUT 0.1 MILE NORTHEAST
 EL1020'OF STATE HIGHWAY 19.  IT IS AN ELEVATED, SILVER TANK, SUPPORTED BY
 EL1020'FOUR STRUCTURAL STEEL LEGS.  THE POINT OBSERVED WAS THE APEX OF THE
 EL1020'TANK.
 EL1020
 EL1020                          STATION RECOVERY (2005)
 EL1020
 EL1020'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 EL1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0920 ***********************************************************************
 EK0920  DESIGNATION -  ALIKCHI
 EK0920  PID         -  EK0920
 EK0920  STATE/COUNTY-  OK/MCCURTAIN
 EK0920  COUNTRY     -  US
 EK0920  USGS QUAD   -  BEAR MOUNTAIN (2018)
 EK0920
 EK0920                         *CURRENT SURVEY CONTROL
 EK0920  ______________________________________________________________________
 EK0920* NAD 83(1993) POSITION- 34 14 08.50512(N) 094 58 07.56989(W)   ADJUSTED
 EK0920* NAVD 88 ORTHO HEIGHT -   257.    (meters)      843.    (feet) SCALED
 EK0920  ______________________________________________________________________
 EK0920  GEOID HEIGHT    -        -30.034 (meters)                     GEOID18
 EK0920  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 EK0920  HORZ ORDER      -  FIRST
 EK0920
 EK0920.The horizontal coordinates were established by classical geodetic methods
 EK0920.and adjusted by the National Geodetic Survey in November 1994.
 EK0920
 EK0920.The orthometric height was scaled from a topographic map.
 EK0920
 EK0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0920.GEOID18 height accuracy estimate available here.
 EK0920
 EK0920.Click photographs - Photos may exist for this station.
 EK0920
 EK0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0920
 EK0920. The following values were computed from the NAD 83(1993) position.
 EK0920
 EK0920;                    North         East     Units Scale Factor Converg.
 EK0920;SPC OK S     -   104,285.590   879,209.051   MT  0.99995433   +1 43 14.1
 EK0920;SPC OK S     -   342,143.64  2,884,538.36   sFT  0.99995433   +1 43 14.1
 EK0920;UTM  15      - 3,790,043.008   318,678.897   MT  1.00000528   -1 06 28.5
 EK0920
 EK0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0920!SPC OK S     -   0.99996436  x   0.99995433  =   0.99991870
 EK0920!UTM  15      -   0.99996436  x   1.00000528  =   0.99996964
 EK0920
 EK0920:                Primary Azimuth Mark                     Grid Az
 EK0920:SPC OK S     -  SIGNAL LOOKOUT TOWER                     319 34 08.9
 EK0920:UTM  15      -  SIGNAL LOOKOUT TOWER                     322 23 51.5
 EK0920
 EK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1867890043(NAD 83)
 EK0920
 EK0920|---------------------------------------------------------------------|
 EK0920| PID    Reference Object                     Distance      Geod. Az  |
 EK0920|                                                           dddmmss.s |
 EK0920| CX4903 ALIKCHI RM 2                         24.820 METERS 09359     |
 EK0920| EK0918 BEAR MOUNTAIN LOOKOUT TOWER         APPROX.11.0 KM 1705236.2 |
 EK0920| EK0965 SIGNAL LOOKOUT TOWER                APPROX.12.9 KM 3211723.0 |
 EK0920| CX4902 ALIKCHI RM 1                         23.846 METERS 34514     |
 EK0920|---------------------------------------------------------------------|
 EK0920
 EK0920                          SUPERSEDED SURVEY CONTROL
 EK0920
 EK0920  NAD 83(1986)-  34 14 08.50894(N)    094 58 07.55917(W) AD(       ) 1
 EK0920  NAD 27      -  34 14 08.13700(N)    094 58 06.74500(W) AD(       ) 1
 EK0920
 EK0920.Superseded values are not recommended for survey control.
 EK0920
 EK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0920.See file dsdata.pdf to determine how the superseded data were derived.
 EK0920
 EK0920_MARKER: DS = TRIANGULATION STATION DISK
 EK0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0920_STAMPING: ALIKCHI 1952
 EK0920_MARK LOGO: CGS
 EK0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0920+STABILITY: SURFACE MOTION
 EK0920
 EK0920  HISTORY     - Date     Condition        Report By
 EK0920  HISTORY     - 1952     MONUMENTED       CGS
 EK0920
 EK0920                          STATION DESCRIPTION
 EK0920
 EK0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0920'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH WEST OF THE
 EK0920'SMALL SETTLEMENT OF HERMAN AND 11 MILES SOUTH OF PATTIEST ON
 EK0920'A LOW WOODED RIDGE.  IT IS 38 FEET SOUTH OF A TRACK ROAD, 23
 EK0920'FEET SOUTH-SOUTHEAST OF A 10 INCH TRIANGLE BLAZED OAK TREE
 EK0920'AND 6.5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 EK0920'1 INCH AND THE DISK IS STAMPED ALIKCHI 1952.
 EK0920'
 EK0920'REFERENCE MARK NO. 1 IS 38.5 FEET NORTH OF THE CENTER OF THE
 EK0920'TRACK ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0920'ALIKCHI NO 1 1952.
 EK0920'
 EK0920'REFERENCE MARK NO. 2 IS 57 FEET SOUTH OF THE CENTER OF THE TRACK
 EK0920'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0920'ALIKCHI NO 2 1952.
 EK0920'
 EK0920'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS
 EK0920'SET.
 EK0920'
 EK0920'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BROKEN BOW,
 EK0920'FROM THE JUNCTION OF U.S. HIGHWAY 71 AND STATE HIGHWAYS 21 AND
 EK0920'7 GO WEST ON STATE HIGHWAY 7 FOR 9.65 MILES TO A SIDE ROAD LEFT
 EK0920'(A NEW BRIDGE IS BEING ERECTED OVER THE GLOVER RIVER ON STATE
 EK0920'HIGHWAY 7 AND COULD NOT BE CROSSED AT THE TIME THE STATION
 EK0920'WAS OCCUPIED, THIS FIRST SIDE ROAD IS THE BEGINNING OF A
 EK0920'DETOUR AROUND THE NEW BRIDGE) TURN LEFT AND GO SOUTH FOR 1.6
 EK0920'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO A
 EK0920'LOW WATER APRON ACROSS THE GLOVER RIVER, CROSS THIS APRON
 EK0920'AND CONTINUE FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 EK0920'AND GO NORTH FOR 1.45 MILES TO A FORK, TAKE THE LEFT FORK
 EK0920'AND GO NORTHWESTERLY FOR 1.5 MILES TO A T INTERSECTION
 EK0920'WHICH IS STATE HIGHWAY 7 AND THE END OF DETOUR.  TURN LEFT
 EK0920'AND GO WEST ON THE HIGHWAY FOR 5.45 MILES TO A RAILROAD
 EK0920'TRACK, CROSS TRACKS AND CONTINUE FOR 0.05 MILE TO A
 EK0920'CROSSROADS, TURN RIGHT AND GO NORTHERLY FOR 6.6 MILES JUST
 EK0920'AFTER CROSSING RAILROAD TRACKS FOR THE THIRD TIME,
 EK0920'CONTINUE ON THE SAME DIRT ROAD FOR 0.05 MILE TO A TRACK
 EK0920'ROAD RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD FOR 0.15
 EK0920'MILE TO A FORK AT THE TOP OF A HILL, HERE TAKE THE LEFT
 EK0920'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 EK0920'
 EK0920'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0513 ***********************************************************************
 GJ0513  DESIGNATION -  ALINE MUNICIPAL WATER TANK
 GJ0513  PID         -  GJ0513
 GJ0513  STATE/COUNTY-  OK/ALFALFA
 GJ0513  COUNTRY     -  US
 GJ0513  USGS QUAD   -  CARMEN (2018)
 GJ0513
 GJ0513                         *CURRENT SURVEY CONTROL
 GJ0513  ______________________________________________________________________
 GJ0513* NAD 83(1993) POSITION- 36 31 17.64807(N) 098 23 30.40941(W)   ADJUSTED
 GJ0513  ______________________________________________________________________
 GJ0513  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 GJ0513  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 GJ0513  HORZ ORDER      -  THIRD
 GJ0513
 GJ0513.The horizontal coordinates were established by classical geodetic methods
 GJ0513.and adjusted by the National Geodetic Survey in November 1994.
 GJ0513
 GJ0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0513.GEOID18 height accuracy estimate available here.
 GJ0513
 GJ0513.Click photographs - Photos may exist for this station.
 GJ0513
 GJ0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0513
 GJ0513. The following values were computed from the NAD 83(1993) position.
 GJ0513
 GJ0513;                    North         East     Units Scale Factor Converg.
 GJ0513;SPC OK N     -   168,895.781   564,911.044   MT  0.99996445   -0 13 52.3
 GJ0513;SPC OK N     -   554,118.91  1,853,378.98   sFT  0.99996445   -0 13 52.3
 GJ0513;UTM  14      - 4,041,972.607   554,454.458   MT  0.99963653   +0 21 43.1
 GJ0513
 GJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5445441972(NAD 83)
 GJ0513
 GJ0513                          SUPERSEDED SURVEY CONTROL
 GJ0513
 GJ0513  NAD 83(1986)-  36 31 17.65278(N)    098 23 30.39692(W) AD(       ) 3
 GJ0513  NAD 27      -  36 31 17.53650(N)    098 23 29.12812(W) AD(       ) 3
 GJ0513
 GJ0513.Superseded values are not recommended for survey control.
 GJ0513
 GJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0513.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0513
 GJ0513_MARKER: 53 = ELEVATED TANK
 GJ0513
 GJ0513  HISTORY     - Date     Condition        Report By
 GJ0513  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0513
 GJ0513                          STATION DESCRIPTION
 GJ0513
 GJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0513'THE STATION IS LOCATED IN THE NORTHWEST PART OF ALINE.  IT IS 0.05
 GJ0513'MILE NORTH OF A GRAVELED ROAD AND 50.0 FEET WEST OF A NORTH-SOUTH
 GJ0513'ALLEY.
 GJ0513'
 GJ0513'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND
 GJ0513'HAS AN OVERALL HEIGHT OF 120.0 FEET.  THE TANK IS PAINTED BLACK WITH
 GJ0513'THE LETTERS ALINE PAINTED IN SILVER ON THE EAST SIDE OF TANK.
 GJ0513'
 GJ0513'THE BALL AT THE APEX OF THE TANK WAS OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0718 ***********************************************************************
 EL0718  DESIGNATION -  ALLEN
 EL0718  PID         -  EL0718
 EL0718  STATE/COUNTY-  OK/PONTOTOC
 EL0718  COUNTRY     -  US
 EL0718  USGS QUAD   -  ALLEN (2018)
 EL0718
 EL0718                         *CURRENT SURVEY CONTROL
 EL0718  ______________________________________________________________________
 EL0718* NAD 83(1993) POSITION- 34 53 26.97023(N) 096 25 05.02282(W)   ADJUSTED
 EL0718* NAVD 88 ORTHO HEIGHT -   297.4   (meters)      976.    (feet) VERTCON3
 EL0718  ______________________________________________________________________
 EL0718  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 EL0718  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC18
 EL0718  HORZ ORDER      -  FIRST
 EL0718
 EL0718.The horizontal coordinates were established by classical geodetic methods
 EL0718.and adjusted by the National Geodetic Survey in February 1996.
 EL0718
 EL0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0718
 EL0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0718.GEOID18 height accuracy estimate available here.
 EL0718
 EL0718.Click photographs - Photos may exist for this station.
 EL0718
 EL0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0718
 EL0718. The following values were computed from the NAD 83(1993) position.
 EL0718
 EL0718;                    North         East     Units Scale Factor Converg.
 EL0718;SPC OK S     -   173,896.949   744,590.663   MT  0.99995021   +0 53 52.6
 EL0718;SPC OK S     -   570,526.91  2,442,877.87   sFT  0.99995021   +0 53 52.6
 EL0718;UTM  14      - 3,863,978.288   735,946.455   MT  1.00028619   +1 28 39.3
 EL0718
 EL0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0718!SPC OK S     -   0.99995763  x   0.99995021  =   0.99990785
 EL0718!UTM  14      -   0.99995763  x   1.00028619  =   1.00024381
 EL0718
 EL0718:                Primary Azimuth Mark                     Grid Az
 EL0718:SPC OK S     -  GERTY                                    097 26 11.5
 EL0718:UTM  14      -  GERTY                                    096 51 24.8
 EL0718
 EL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3594663978(NAD 83)
 EL0718
 EL0718|---------------------------------------------------------------------|
 EL0718| PID    Reference Object                     Distance      Geod. Az  |
 EL0718|                                                           dddmmss.s |
 EL0718| EL0716 GERTY                               APPROX.12.2 KM 0982004.1 |
 EL0718| EL0717 ALLEN WATER TANK                    APPROX. 1.5 KM 1630938.5 |
 EL0718| CX9533 ALLEN RM 1                           52.515 METERS 17919     |
 EL0718|---------------------------------------------------------------------|
 EL0718
 EL0718                          SUPERSEDED SURVEY CONTROL
 EL0718
 EL0718  NAD 83(1986)-  34 53 26.97200(N)    096 25 05.01204(W) AD(       ) 1
 EL0718  NAD 27      -  34 53 26.66200(N)    096 25 03.97300(W) AD(       ) 1
 EL0718  USSD        -  34 53 26.59200(N)    096 25 04.29900(W) AD(       ) 3
 EL0718  NGVD 29 (07/19/86)  297.3    (m)          975.     (f) VERT ANG       
 EL0718
 EL0718.Superseded values are not recommended for survey control.
 EL0718
 EL0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0718.See file dsdata.pdf to determine how the superseded data were derived.
 EL0718
 EL0718_MARKER: DS = TRIANGULATION STATION DISK
 EL0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0718_STAMPING: ALLEN 1920
 EL0718_MARK LOGO: CGS
 EL0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0718+STABILITY: SURFACE MOTION
 EL0718
 EL0718  HISTORY     - Date     Condition        Report By
 EL0718  HISTORY     - 1920     MONUMENTED       CGS
 EL0718  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0718
 EL0718                          STATION DESCRIPTION
 EL0718
 EL0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0718'ON TOP OF PROMINENT TIMBERED KNOLL 3/4 MILE N OF RAILROAD
 EL0718'STATION AT ALLEN, NEAR CENTER OF SEC. 24, T. 5 N., R. 8 E.
 EL0718'SAME AS ALLEN AZIMUTH STATION.
 EL0718'
 EL0718'STATION MARKED BY BRONZE STATION DISK IN CONCRETE.
 EL0718'
 EL0718'REFERENCE MARK IS A BRONZE DISK IN OUTCROPPING BEDROCK,
 EL0718'52.515 METERS (172.29 FEET) FROM STATION S 0 DEG 41 MIN E.G
 EL0718'19 MIN.
 EL0718'
 EL0718'BEARING FROM STATION TO ALLEN, CITY WATER TANK, CENTER, IS
 EL0718'S 16 DEG 50 MIN 21 SEC E.
 EL0718'
 EL0718'ALLEN LATITUDE STATION AND ALLEN LONGITUDE STATION ARE DISTANT
 EL0718'3.18 METERS (10.4 FEET) OR 0.12 SEC OF LONGITUDE E FROM STATION.
 EL0718
 EL0718                          STATION RECOVERY (1934)
 EL0718
 EL0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0718'STATION DESTROYED, SUFFICIENT AMOUNT OF CONCRETE BROKEN TO
 EL0718'REMOVE DISK, REMAINDER OF CONCRETE IN PLACE.
 EL0718'
 EL0718'REFERENCE MARK (BRONZE REFERENCE DISK SET IN ROCK OUTCROP
 EL0718'172.29 FEET FROM STATION S O DEG 41  MIN E) 19 MIN) GOOD.
 EL0718'LATITUDE AND LONGITUDE STATION NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0717 ***********************************************************************
 EL0717  DESIGNATION -  ALLEN WATER TANK
 EL0717  PID         -  EL0717
 EL0717  STATE/COUNTY-  OK/PONTOTOC
 EL0717  COUNTRY     -  US
 EL0717  USGS QUAD   -  ALLEN (2018)
 EL0717
 EL0717                         *CURRENT SURVEY CONTROL
 EL0717  ______________________________________________________________________
 EL0717* NAD 83(1993) POSITION- 34 52 40.62888(N) 096 24 48.00303(W)   ADJUSTED
 EL0717  ______________________________________________________________________
 EL0717  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 EL0717  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 EL0717  HORZ ORDER      -  THIRD
 EL0717
 EL0717.The horizontal coordinates were established by classical geodetic methods
 EL0717.and adjusted by the National Geodetic Survey in February 1996.
 EL0717
 EL0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0717.GEOID18 height accuracy estimate available here.
 EL0717
 EL0717.Click photographs - Photos may exist for this station.
 EL0717
 EL0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0717
 EL0717. The following values were computed from the NAD 83(1993) position.
 EL0717
 EL0717;                    North         East     Units Scale Factor Converg.
 EL0717;SPC OK S     -   172,475.914   745,045.191   MT  0.99994904   +0 54 02.2
 EL0717;SPC OK S     -   565,864.73  2,444,369.10   sFT  0.99994904   +0 54 02.2
 EL0717;UTM  14      - 3,862,561.443   736,415.489   MT  1.00028892   +1 28 47.4
 EL0717
 EL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3641562561(NAD 83)
 EL0717
 EL0717                          SUPERSEDED SURVEY CONTROL
 EL0717
 EL0717  NAD 83(1986)-  34 52 40.63081(N)    096 24 47.99199(W) AD(       ) 3
 EL0717  NAD 27      -  34 52 40.31800(N)    096 24 46.95400(W) AD(       ) 3
 EL0717  USSD        -  34 52 40.24500(N)    096 24 47.27800(W) AD(       ) 3
 EL0717
 EL0717.Superseded values are not recommended for survey control.
 EL0717
 EL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0717.See file dsdata.pdf to determine how the superseded data were derived.
 EL0717
 EL0717_MARKER: 51 = TANK
 EL0717
 EL0717  HISTORY     - Date     Condition        Report By
 EL0717  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0717  HISTORY     - 1935     GOOD             CGS
 EL0717
 EL0717                          STATION DESCRIPTION
 EL0717
 EL0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EL0717'POINT OBSERVED UPON IS FINIAL OF WATER TANK, PROBABLY MUNICIPAL
 EL0717'WATER SUPPLY, STEEL TANK.  TOWN OFF SCHEME NOT VISITED.
 EL0717'
 EL0717'OBSERVED UPON FROM STATIONS HAWKIN AND TATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0843 ***********************************************************************
 GH0843  DESIGNATION -  ALLISON
 GH0843  PID         -  GH0843
 GH0843  STATE/COUNTY-  OK/GARFIELD
 GH0843  COUNTRY     -  US
 GH0843  USGS QUAD   -  LAMONT SE (2018)
 GH0843
 GH0843                         *CURRENT SURVEY CONTROL
 GH0843  ______________________________________________________________________
 GH0843* NAD 83(1993) POSITION- 36 30 21.04530(N) 097 37 25.76532(W)   ADJUSTED
 GH0843* NAVD 88 ORTHO HEIGHT -   330.    (meters)     1083.    (feet) SCALED
 GH0843  ______________________________________________________________________
 GH0843  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 GH0843  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 GH0843  HORZ ORDER      -  SECOND
 GH0843
 GH0843.The horizontal coordinates were established by classical geodetic methods
 GH0843.and adjusted by the National Geodetic Survey in November 1994.
 GH0843
 GH0843.The orthometric height was scaled from a topographic map.
 GH0843
 GH0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0843.GEOID18 height accuracy estimate available here.
 GH0843
 GH0843.Click photographs - Photos may exist for this station.
 GH0843
 GH0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0843
 GH0843. The following values were computed from the NAD 83(1993) position.
 GH0843
 GH0843;                    North         East     Units Scale Factor Converg.
 GH0843;SPC OK N     -   167,145.573   633,698.177   MT  0.99996280   +0 13 19.2
 GH0843;SPC OK N     -   548,376.77  2,079,058.10   sFT  0.99996280   +0 13 19.2
 GH0843;UTM  14      - 4,040,937.101   623,238.062   MT  0.99978712   +0 49 07.7
 GH0843
 GH0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0843!SPC OK N     -   0.99995261  x   0.99996280  =   0.99991541
 GH0843!UTM  14      -   0.99995261  x   0.99978712  =   0.99973974
 GH0843
 GH0843:                Primary Azimuth Mark                     Grid Az
 GH0843:SPC OK N     -  ALLISON AZ MK                            176 10 31.9
 GH0843:UTM  14      -  ALLISON AZ MK                            175 34 43.4
 GH0843
 GH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2323840937(NAD 83)
 GH0843
 GH0843|---------------------------------------------------------------------|
 GH0843| PID    Reference Object                     Distance      Geod. Az  |
 GH0843|                                                           dddmmss.s |
 GH0843| CL4173 ALLISON RM 1                         17.120 METERS 00448     |
 GH0843| CL4174 ALLISON RM 2                          8.925 METERS 08557     |
 GH0843| GH0761 GARBER COOP EAST ELEVATOR           APPROX. 8.2 KM 1522102.4 |
 GH0843| GH0758 GARBER GRAIN CO WEST ELEVATOR       APPROX. 8.1 KM 1532843.7 |
 GH0843| CL4172 ALLISON AZ MK                                      1762351.1 |
 GH0843| GH0850 HUNTER FARMERS GRAIN CO ELEV        APPROX. 7.5 KM 3323956.7 |
 GH0843| GH0851 HUNTER MUNICIPAL TANK               APPROX. 7.3 KM 3330705.8 |
 GH0843|---------------------------------------------------------------------|
 GH0843
 GH0843                          SUPERSEDED SURVEY CONTROL
 GH0843
 GH0843  NAD 83(1986)-  36 30 21.05394(N)    097 37 25.75425(W) AD(       ) 2
 GH0843  NAD 27      -  36 30 20.93807(N)    097 37 24.57155(W) AD(       ) 2
 GH0843
 GH0843.Superseded values are not recommended for survey control.
 GH0843
 GH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0843.See file dsdata.pdf to determine how the superseded data were derived.
 GH0843
 GH0843_MARKER: DS = TRIANGULATION STATION DISK
 GH0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0843_STAMPING: ALLISON 1963
 GH0843_MARK LOGO: CGS
 GH0843_PROJECTION: FLUSH
 GH0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0843+STABILITY: SURFACE MOTION
 GH0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0843+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 GH0843
 GH0843  HISTORY     - Date     Condition        Report By
 GH0843  HISTORY     - 1963     MONUMENTED       CGS
 GH0843  HISTORY     - 20101208 GOOD             INDIV
 GH0843
 GH0843                          STATION DESCRIPTION
 GH0843
 GH0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0843'STATION IS ON THE SOUTH SIDE OF AN EAST-WEST SECTION LINE ROAD,
 GH0843'ABOUT 4-3/4 MILES NORTH AND 2 MILES WEST OF GARBER, 4 MILES
 GH0843'SOUTH AND 2 MILES EAST OF HUNTER.
 GH0843'
 GH0843'TO REACH THE STATION FROM THE POST OFFICE IN HUNTER, GO EAST
 GH0843'ON MACADAM ROAD FOR 2.1 MILES TO A CROSSROAD.  TURN RIGHT
 GH0843'AND GO SOUTH ON GRADED ROAD FOR 4.0 MILES TO A CROSSROAD.
 GH0843'(TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON GRADED ROAD FOR
 GH0843'1.3 MILES TO THE MARK ON THE RIGHT.) TURN RIGHT AND GO WEST
 GH0843'ON GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 GH0843'
 GH0843'STATION MARK IS A STANDARD DISK, STAMPED ALLISON 1963, SET
 GH0843'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0843'SURROUNDING SURFACE.  IT IS 56 FEET SOUTH OF POWER LINE POLE
 GH0843'NUMBER 15, 32 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD AND 3
 GH0843'FEET NORTH OF A WIRE FENCE.
 GH0843'
 GH0843'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALLISON NO 1 1963,
 GH0843'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0843'THE SURROUNDING SURFACE.  IT IS 24 FEET NORTH OF THE CENTERLINE
 GH0843'OF THE ROAD AND 1.5 FEET WEST OF THE POWER LINE POLE.  IT IS
 GH0843'ABOUT THE SAME ELEVATION AS THE STATION.
 GH0843'
 GH0843'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALLISON NO 2 1963,
 GH0843'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0843'2 INCHES.  IT IS 58 FEET SOUTH-SOUTHEAST OF THE POWER LINE
 GH0843'POLE, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 5 FEET
 GH0843'NORTH OF THE FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE
 GH0843'STATION.
 GH0843'
 GH0843'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLISON 1963, CEMENTED
 GH0843'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING 6 INCHES.
 GH0843'IT IS 22 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 11.4
 GH0843'FEET NORTH OF A FENCE CORNER AND GATE POST AND 1 FOOT EAST OF A
 GH0843'WIRE FENCE.
 GH0843
 GH0843                          STATION RECOVERY (2010)
 GH0843
 GH0843'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0843'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0931 ***********************************************************************
 EL0931  DESIGNATION -  ALMA RESET
 EL0931  PID         -  EL0931
 EL0931  STATE/COUNTY-  OK/STEPHENS
 EL0931  COUNTRY     -  US
 EL0931  USGS QUAD   -  RATLIFF CITY (2018)
 EL0931
 EL0931                         *CURRENT SURVEY CONTROL
 EL0931  ______________________________________________________________________
 EL0931* NAD 83(1993) POSITION- 34 26 56.22348(N) 097 35 12.92625(W)   ADJUSTED
 EL0931* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 EL0931  ______________________________________________________________________
 EL0931  GEOID HEIGHT    -        -25.726 (meters)                     GEOID18
 EL0931  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 EL0931  HORZ ORDER      -  THIRD
 EL0931
 EL0931.The horizontal coordinates were established by classical geodetic methods
 EL0931.and adjusted by the National Geodetic Survey in November 1994.
 EL0931
 EL0931.The orthometric height was scaled from a topographic map.
 EL0931
 EL0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0931.GEOID18 height accuracy estimate available here.
 EL0931
 EL0931.Click photographs - Photos may exist for this station.
 EL0931
 EL0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0931
 EL0931. The following values were computed from the NAD 83(1993) position.
 EL0931
 EL0931;                    North         East     Units Scale Factor Converg.
 EL0931;SPC OK S     -   123,825.448   637,957.573   MT  0.99993871   +0 14 04.1
 EL0931;SPC OK S     -   406,250.66  2,093,032.47   sFT  0.99993871   +0 14 04.1
 EL0931;UTM  14      - 3,812,842.189   629,808.768   MT  0.99980770   +0 47 58.0
 EL0931
 EL0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0931!SPC OK S     -   0.99995505  x   0.99993871  =   0.99989376
 EL0931!UTM  14      -   0.99995505  x   0.99980770  =   0.99976276
 EL0931
 EL0931:                Primary Azimuth Mark                     Grid Az
 EL0931:SPC OK S     -  TUSSY PUMPING STA RADIO MAST             042 51 22.8
 EL0931:UTM  14      -  TUSSY PUMPING STA RADIO MAST             042 17 28.9
 EL0931
 EL0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2980812842(NAD 83)
 EL0931
 EL0931|---------------------------------------------------------------------|
 EL0931| PID    Reference Object                     Distance      Geod. Az  |
 EL0931|                                                           dddmmss.s |
 EL0931| EL0930 TUSSY PUMPING STA RADIO MAST        APPROX. 5.3 KM 0430526.9 |
 EL0931| CX9544 ALMA RM 3                            10.660 METERS 08951     |
 EL0931| EL0932 28 E 43 TT                            4.600 METERS 09916     |
 EL0931| CX9543 ALMA RM 1                            25.292 METERS 17908     |
 EL0931| CX9542 ALMA AZ MK                                         2662213.4 |
 EL0931| EL0936 VELMA RADIO STA KKC 380 MAST        APPROX. 7.2 KM 2705227.0 |
 EL0931| CX9545 ALMA RM 4                             8.217 METERS 27146     |
 EL0931|---------------------------------------------------------------------|
 EL0931
 EL0931                          SUPERSEDED SURVEY CONTROL
 EL0931
 EL0931  NAD 83(1986)-  34 26 56.22768(N)    097 35 12.91339(W) AD(       ) 3
 EL0931  NAD 27      -  34 26 55.92260(N)    097 35 11.81020(W) AD(       ) 3
 EL0931
 EL0931.Superseded values are not recommended for survey control.
 EL0931
 EL0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0931.See file dsdata.pdf to determine how the superseded data were derived.
 EL0931
 EL0931_MARKER: DH = HORIZONTAL CONTROL DISK
 EL0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0931_STAMPING: ALMA 1954 1978
 EL0931_MARK LOGO: NGS
 EL0931_PROJECTION: FLUSH
 EL0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0931+STABILITY: SURFACE MOTION
 EL0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0931+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2011
 EL0931
 EL0931  HISTORY     - Date     Condition        Report By
 EL0931  HISTORY     - 1954     MONUMENTED       CGS
 EL0931  HISTORY     - 1963     GOOD             CGS
 EL0931  HISTORY     - 1978     SEE DESCRIPTION  NGS
 EL0931  HISTORY     - 20110208 GOOD             INDIV
 EL0931
 EL0931                          STATION DESCRIPTION
 EL0931
 EL0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0931'THE STATION IS ABOUT 5 MILES EAST OF VELMA, 1.4 MILES WEST
 EL0931'OF COUNTY LINE AND JUST NORTH OF STATE ROUTE NO. 7.  IT IS
 EL0931'ACROSS THE HIGHWAY FROM AN OLD FARM HOUSE, 42 FEET NORTH
 EL0931'OF THE CENTER OF STATE ROUTE NO. 7, 18 FEET WEST-NORTHWEST
 EL0931'OF A POWERLINE POLE AND 3 FEET NORTH OF A FENCE.  IT IS SET
 EL0931'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EL0931'ALMA 1954.
 EL0931'
 EL0931'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 EL0931'84 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD FARM HOUSE,
 EL0931'40 FEET SOUTH OF THE CENTER OF STATE ROUTE NO. 7, 28 FEET
 EL0931'WEST OF THE CENTER OF A DRIVEWAY, AND DIRECTLY UNDER A TELEPHONE
 EL0931'LINE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EL0931'THE DISK IS STAMPED ALMA NO 1 1954.
 EL0931'
 EL0931'AN OKLAHOMA CONSERVATION COMMISSION STATE SURVEY STATION
 EL0931'MARK WAS USED AS REFERENCE MARK NO. 2 AND A TRAVERSE CONNECTION
 EL0931'WAS MADE.  IT IS A BRONZE DISK SET IN THE TOP OF A 6 INCH
 EL0931'BY 6 INCH CONCRETE POST PROJECTING 3 INCHES.  IT IS 40 FEET
 EL0931'NORTH OF THE CENTER OF STATE ROUTE NO. 7, 3 FEET WEST-NORTHWEST
 EL0931'OF A POWERLINE POLE AND 1 FOOT NORTH OF A FENCE.  THE DISK
 EL0931'IS STAMPED 28E43 TT 1936.
 EL0931'
 EL0931'THE AZIMUTH MARK IS 38.5 FEET SOUTH OF THE CENTER OF STATE
 EL0931'ROUTE NO. 7, 3.5 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET
 EL0931'NORTH OF A FENCE, AND 2.5 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 EL0931'MARKER.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED ALMA
 EL0931'1954.
 EL0931'
 EL0931'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE
 EL0931'POST OFFICE IN COUNTY LINE, GO WEST ON STATE ROUTE NO. 7
 EL0931'FOR 1.4 MILES TO THE SUMMIT OF A HILL JUST NORTH OF AN OLD
 EL0931'FARM HOUSE ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 EL0931'
 EL0931'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 EL0931'ROUTE NO. 7 FOR 0.25 MILE TO THE TOP OF A LOW HILL AND THE
 EL0931'MARK ON THE LEFT AS DESCRIBED.
 EL0931
 EL0931                          STATION RECOVERY (1963)
 EL0931
 EL0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0931'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EL0931'GOOD CONDITION.  STATION IS IN THE SE 1/4 OF SEC. 23, T. 1
 EL0931'S., R. 4 W.
 EL0931'
 EL0931'STATION AND R.M. NO. 2 THE OKLAHOMA CONSERVATION COMMISSION
 EL0931'STATE SURVEY MARK WERE FOUND AS DESCRIBED.
 EL0931'
 EL0931'R.M. NO. 1 IS 41.5 FEET SOUTH FROM THE CENTER OF THE HIGHWAY
 EL0931'AND 10 FEET EAST OF A T-FENCE CORNER.  THE DRIVEWAY USED AS
 EL0931'A REFERENCE TO THIS MARK IN 1955 HAS BEEN CLOSED.
 EL0931'
 EL0931'THE DESCRIPTION TO REACH IS ADEQUATE.
 EL0931
 EL0931                          STATION RECOVERY (1978)
 EL0931
 EL0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EL0931'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EL0931'MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE STATION SUB-SURFACE
 EL0931'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EL0931'
 EL0931'THE STATION SURFACE MARK AND REFERENCE MARKS 3 AND 4 WERE
 EL0931'ESTABLISHED.
 EL0931'
 EL0931'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EL0931'
 EL0931'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF VELMA, 1-1/4 MILES
 EL0931'WEST OF THE SMALL COMMUNITY OF COUNTY-LINE AND ON THE NORTH
 EL0931'RIGHT-OF-WAY OF STATE HIGHWAY 7.
 EL0931'
 EL0931'TO REACH THE STATION FROM THE POST OFFICE IN COUNTY-LINE, GO WEST
 EL0931'ON STATE HIGHWAY 7 FOR 1.3 MILES TO THE TOP OF A LOW RISE, STATION
 EL0931'ON THE RIGHT AND HOUSE ON THE LEFT.
 EL0931'
 EL0931'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EL0931'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED ALMA 1955 1978.
 EL0931'IT IS 78 FEET EAST OF THE EAST END OF GATE, 43 FEET NORTH OF THE
 EL0931'CENTER OF HIGHWAY, 6.6 FEET EAST OF A HIGH LINE POLE, 5.6 FEET
 EL0931'WEST OF A SIGN POST WARNING OF BURIED CABLE NEARBY, 2.6 FEET
 EL0931'SOUTHWEST OF A METAL WITNESS POST AND 1-FOOT SOUTH OF THE FENCE
 EL0931'LINE.
 EL0931'
 EL0931'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EL0931'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED ALMA 1955
 EL0931'NO 3 1978.  IT IS 46 FEET EAST OF A HIGH LINE POLE, 43 FEET NORTH
 EL0931'OF THE CENTER OF HIGHWAY AND 1-FOOT SOUTH OF THE FENCE LINE.
 EL0931'
 EL0931'REFERENCE MARK NO.4 IS A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT
 EL0931'6-INCHES AND THE CAST ALUMINUM CAP IS STAMPED ALMA 1955 NO 4 1978.
 EL0931'IT IS 49 FEET EAST OF THE EAST END OF GATE, 44 FEET NORTH OF THE
 EL0931'CENTER OF HIGHWAY, 20 FEET WEST OF A HIGH LINE POLE AND SET UNDER
 EL0931'FENCE LINE.
 EL0931'
 EL0931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COUNTY-LINE 1-1/4
 EL0931'MILES WEST.
 EL0931
 EL0931                          STATION RECOVERY (2011)
 EL0931
 EL0931'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 EL0931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0955 ***********************************************************************
 EL0955  DESIGNATION -  ALONE
 EL0955  PID         -  EL0955
 EL0955  STATE/COUNTY-  OK/JEFFERSON
 EL0955  COUNTRY     -  US
 EL0955  USGS QUAD   -  RYAN SE (2018)
 EL0955
 EL0955                         *CURRENT SURVEY CONTROL
 EL0955  ______________________________________________________________________
 EL0955* NAD 83(1993) POSITION- 34 02 47.45562(N) 097 47 31.23952(W)   ADJUSTED
 EL0955* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 EL0955  ______________________________________________________________________
 EL0955  GEOID HEIGHT    -        -25.772 (meters)                     GEOID18
 EL0955  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 EL0955  HORZ ORDER      -  SECOND
 EL0955
 EL0955.The horizontal coordinates were established by classical geodetic methods
 EL0955.and adjusted by the National Geodetic Survey in November 1994.
 EL0955
 EL0955.The orthometric height was scaled from a topographic map.
 EL0955
 EL0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0955.GEOID18 height accuracy estimate available here.
 EL0955
 EL0955.Click photographs - Photos may exist for this station.
 EL0955
 EL0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0955
 EL0955. The following values were computed from the NAD 83(1993) position.
 EL0955
 EL0955;                    North         East     Units Scale Factor Converg.
 EL0955;SPC OK S     -    79,128.659   619,204.138   MT  0.99997968   +0 07 05.0
 EL0955;SPC OK S     -   259,607.94  2,031,505.58   sFT  0.99997968   +0 07 05.0
 EL0955;SPC TXNC     - 2,264,136.958   665,372.766   MT  1.00002325   +0 23 10.1
 EL0955;SPC TXNC     - 7,428,256.00  2,182,977.15   sFT  1.00002325   +0 23 10.1
 EL0955;UTM  14      - 3,767,971.647   611,497.433   MT  0.99975325   +0 40 35.0
 EL0955
 EL0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0955!SPC OK S     -   0.99996039  x   0.99997968  =   0.99994007
 EL0955!SPC TXNC     -   0.99996039  x   1.00002325  =   0.99998364
 EL0955!UTM  14      -   0.99996039  x   0.99975325  =   0.99971365
 EL0955
 EL0955:                Primary Azimuth Mark                     Grid Az
 EL0955:SPC OK S     -  ALONE AZ MK                              084 43 27.4
 EL0955:SPC TXNC     -  ALONE AZ MK                              084 27 22.3
 EL0955:UTM  14      -  ALONE AZ MK                              084 09 57.4
 EL0955
 EL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1149767971(NAD 83)
 EL0955
 EL0955|---------------------------------------------------------------------|
 EL0955| PID    Reference Object                     Distance      Geod. Az  |
 EL0955|                                                           dddmmss.s |
 EL0955| CX9546 ALONE AZ MK                                        0845032.4 |
 EL0955| CX9547 ALONE RM 1                           40.026 METERS 15612     |
 EL0955| CX9548 ALONE RM 2                           36.947 METERS 18907     |
 EL0955| EL0959 RYAN MUNICIPAL TANK                 APPROX.14.7 KM 2605851.5 |
 EL0955|---------------------------------------------------------------------|
 EL0955
 EL0955                          SUPERSEDED SURVEY CONTROL
 EL0955
 EL0955  NAD 83(1986)-  34 02 47.45910(N)    097 47 31.22929(W) AD(       ) 2
 EL0955  NAD 27      -  34 02 47.11020(N)    097 47 30.12030(W) AD(       ) 2
 EL0955
 EL0955.Superseded values are not recommended for survey control.
 EL0955
 EL0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0955.See file dsdata.pdf to determine how the superseded data were derived.
 EL0955
 EL0955_MARKER: DS = TRIANGULATION STATION DISK
 EL0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0955_STAMPING: ALONE 1955
 EL0955_MARK LOGO: CGS
 EL0955_PROJECTION: FLUSH
 EL0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0955+STABILITY: SURFACE MOTION
 EL0955
 EL0955  HISTORY     - Date     Condition        Report By
 EL0955  HISTORY     - 1955     MONUMENTED       CGS
 EL0955  HISTORY     - 1963     GOOD             CGS
 EL0955
 EL0955                          STATION DESCRIPTION
 EL0955
 EL0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0955'THE STATION IS LOCATED ABOUT 10 MILES EAST OF RYAN IN A RANCH
 EL0955'YARD, WHICH IS THE PROPERTY OF MR. C.B. BARRETT.  THE STATION
 EL0955'MARK IS 142 FEET NORTH OF THE HOUSE AND 27 FEET EAST OF A
 EL0955'POWER LINE POLE WITH A TRANFORMER ON IT.  IT IS SET FLUSH
 EL0955'AND IS STAMPED ALONE 1955.
 EL0955'
 EL0955'REFERENCE MARK NO. 1 IS 25 FEET NORTHEAST OF THE NORTHEAST
 EL0955'CORNER OF THE HOUSE AND 1 FOOT NORTH OF THE FENCE CORNER.
 EL0955'IT IS SET FLUSH AND IS STAMPED ALONE NO 1 1955.
 EL0955'
 EL0955'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF THE NORTHWEST
 EL0955'CORNER OF THE HOUSE, 15 EAST OF A STORM CELLAR AND 1 FOOT
 EL0955'NORTH OF A FENCE CORNER.  IT IS SET FLUSH AND IS STAMPED
 EL0955'ALONE NO 2 1955.
 EL0955'
 EL0955'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.20 FEET.
 EL0955'
 EL0955'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A CATTLE
 EL0955'GUARD, 17 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT
 EL0955'WEST OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED
 EL0955'ALONE 1955.
 EL0955'
 EL0955'TO REACH THE STATION FROM THE POST OFFICE IN RYAN GO EAST
 EL0955'ON THE MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 81 AND STATE HIGHWAY
 EL0955'32.  CONTINUE EAST ON STATE HIGHWAY 32 FOR 9.65 MILES TO A
 EL0955'T ROAD LEFT.  TURN LEFT, NORTH, AND FOLLOW GRADED ROAD FOR
 EL0955'1.3 MILES TO DRIVEWAY AND CATTLE GUARD ON THE LEFT AND THE
 EL0955'AZIMUTH MARK NORTH OF THE CATTLE GUARD.  CROSS CATTLE GUARD
 EL0955'AND FOLLOW TRACK ROAD WEST FOR 0.25 MILE TO THE RANCH AND
 EL0955'THE STATION AS DESCRIBED.
 EL0955
 EL0955                          STATION RECOVERY (1963)
 EL0955
 EL0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0955'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 EL0955'DESCRIBED.  THE HOUSE USED AS REFERENCE TO MARKS HAS BEEN
 EL0955'DESERTED.
 EL0955'
 EL0955'THE DESCRIPTION TO REACH WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0884 ***********************************************************************
 EM0884  DESIGNATION -  ALTUS
 EM0884  PID         -  EM0884
 EM0884  STATE/COUNTY-  OK/JACKSON
 EM0884  COUNTRY     -  US
 EM0884  USGS QUAD   -  ALTUS (2018)
 EM0884
 EM0884                         *CURRENT SURVEY CONTROL
 EM0884  ______________________________________________________________________
 EM0884* NAD 83(1993) POSITION- 34 39 07.37663(N) 099 20 07.61916(W)   ADJUSTED
 EM0884* NAVD 88 ORTHO HEIGHT -   431.5   (meters)     1416.    (feet) VERTCON3
 EM0884  ______________________________________________________________________
 EM0884  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 EM0884  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 EM0884  HORZ ORDER      -  SECOND
 EM0884
 EM0884.The horizontal coordinates were established by classical geodetic methods
 EM0884.and adjusted by the National Geodetic Survey in November 1994.
 EM0884
 EM0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0884
 EM0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0884.GEOID18 height accuracy estimate available here.
 EM0884
 EM0884.Click photographs - Photos may exist for this station.
 EM0884
 EM0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0884
 EM0884. The following values were computed from the NAD 83(1993) position.
 EM0884
 EM0884;                    North         East     Units Scale Factor Converg.
 EM0884;SPC OK S     -   147,086.284   477,586.754   MT  0.99993664   -0 45 28.9
 EM0884;SPC OK S     -   482,565.58  1,566,882.54   sFT  0.99993664   -0 45 28.9
 EM0884;UTM  14      - 3,834,508.900   469,260.580   MT  0.99961165   -0 11 26.6
 EM0884
 EM0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0884!SPC OK S     -   0.99993653  x   0.99993664  =   0.99987317
 EM0884!UTM  14      -   0.99993653  x   0.99961165  =   0.99954820
 EM0884
 EM0884:                Primary Azimuth Mark                     Grid Az
 EM0884:SPC OK S     -  ALTUS AZ MK                              178 06 10.4
 EM0884:UTM  14      -  ALTUS AZ MK                              177 32 08.1
 EM0884
 EM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6926034508(NAD 83)
 EM0884
 EM0884|---------------------------------------------------------------------|
 EM0884| PID    Reference Object                     Distance      Geod. Az  |
 EM0884|                                                           dddmmss.s |
 EM0884| CX7494 ALTUS RM 1                           37.532 METERS 04326     |
 EM0884| EM0891 ALTUS AFB WATER TANK 2              APPROX. 4.6 KM 0913939.9 |
 EM0884| CX7495 ALTUS RM 2                           30.733 METERS 12544     |
 EM0884| CX7496 ALTUS RM 3                           39.501 METERS 14052     |
 EM0884| EM0904 ALTUS AFB HOMER BEACON E POLE       APPROX.11.2 KM 1493010.2 |
 EM0884| EM0901 ALTUS AFB HOMER BEACON W POLE       APPROX.11.2 KM 1494710.0 |
 EM0884| EM0894 ALTUS CATERPILLAR HOOVER RADIO      APPROX. 2.8 KM 1765339.5 |
 EM0884| CX7493 ALTUS AZ MK                                        1772041.5 |
 EM0884| EM0903 ALTUS VUMORE CO MAST                APPROX. 4.7 KM 1803804.4 |
 EM0884| EM0896 ALTUS MUNICIPAL TANK                APPROX. 1.9 KM 1860009.3 |
 EM0884| EM0885 ALTUS TRADERS COMPRESS CO TANK      APPROX. 2.7 KM 1960359.1 |
 EM0884| EM0888 ALTUS COMPRESS CO WATER TANK        APPROX. 2.5 KM 2082757.9 |
 EM0884| EM0897 ALTUS PUB SERVICE CO RAD MAST       APPROX. 0.7 KM 2445436.3 |
 EM0884| EM0878 ALTUS MUNICIPAL TANK                 17.633 METERS 28113     |
 EM0884| EM0882 25 F 3                               15.540 METERS 30853     |
 EM0884|---------------------------------------------------------------------|
 EM0884
 EM0884                          SUPERSEDED SURVEY CONTROL
 EM0884
 EM0884  NAD 83(1986)-  34 39 07.38393(N)    099 20 07.61265(W) AD(       ) 2
 EM0884  NAD 27      -  34 39 07.13400(N)    099 20 06.30400(W) AD(       ) 2
 EM0884  NGVD 29 (07/19/86)  431.3    (m)         1415.     (f) VERT ANG       
 EM0884
 EM0884.Superseded values are not recommended for survey control.
 EM0884
 EM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0884.See file dsdata.pdf to determine how the superseded data were derived.
 EM0884
 EM0884_MARKER: DS = TRIANGULATION STATION DISK
 EM0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0884_STAMPING: ALTUS 1948
 EM0884_MARK LOGO: CGS
 EM0884_PROJECTION: FLUSH
 EM0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0884+STABILITY: SURFACE MOTION
 EM0884
 EM0884  HISTORY     - Date     Condition        Report By
 EM0884  HISTORY     - 1948     MONUMENTED       CGS
 EM0884  HISTORY     - 1957     MARK NOT FOUND   CGS
 EM0884  HISTORY     - 1960     GOOD             CGS
 EM0884  HISTORY     - 1963     GOOD             CGS
 EM0884
 EM0884                          STATION DESCRIPTION
 EM0884
 EM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0884'STATION IS LOCATED ON CITY PROPERTY IN THE NORTH LIMITS OF
 EM0884'THE CITY OF ALTUS, 58 FEET EAST OF THE ALTUS MUNICIPAL WATER
 EM0884'TANK.  THE MARK, STAMPED ALTUS 1948, IS 68.5 FEET WEST OF THE
 EM0884'CENTER OF NORTH HUDSON STREET, 66 FEET SOUTH OF THE CENTER
 EM0884'OF WEST BRADFORD STREET, AND FLUSH WITH THE GROUND.
 EM0884'
 EM0884'REFERENCE MARK NO. 1, STAMPED ALTUS NO 1 1948, IS A STANDARD
 EM0884'DISC SET IN A DRILL HOLE IN THE CURBING AT THE INTERSECTION OF
 EM0884'NORTH HUDSON AND WEST BRADFORD STREETS.  THE MARK IS 23.5 FEET
 EM0884'NORTH OF THE CENTER OF WEST BRADFORD STREET AND 17.5 FEET EAST
 EM0884'OF THE CENTER OF NORTH HUDSON STREET.
 EM0884'
 EM0884'REFERENCE MARK NO. 2, STAMPED ALTUS NO 2 1948, IS A STANDARD
 EM0884'DISC SET IN THE EAST CURB OF NORTH HUDSON STREET.  THE MARK
 EM0884'IS 125 FEET SOUTH OF THE CENTER OF WEST BRADFORD STREET.
 EM0884'
 EM0884'THE AZIMUTH MARK IS A STANDARD DISC SET IN THE CURBING AT THE
 EM0884'INTERSECTION OF NORTH HUDSON STREET AND WEST C AVENUE.  THE
 EM0884'MARK IS 14.55 FEET EAST OF THE CENTER OF NORTH HUDSON STREET AND
 EM0884'23.40 FEET SOUTH OF THE CENTER OF WEST C AVENUE.
 EM0884'
 EM0884'A CONSERVATION COMMISSION OF OKLAHOMA - STATE SURVEY MARK,
 EM0884'STAMPED 25 F 3 1936, IS SET IN A DRILLHOLE IN THE NORTHEAST
 EM0884'CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF THE
 EM0884'ALTUS MUNICIPAL WATER TANK.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION HEADRICK 1935 1948 IS VISIBLE
 EM0884'FROM THE GROUND.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION PORT IS VISIBLE FROM THE GROUND.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION OZARK IS VISIBLE FROM THE GROUND.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION HESS 1923 IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'A 74 FOOT SIGNAL AT STATION DUKE IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION BUTTE 1923 IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'AN 87 FOOT SIGNAL AT STATION QUARRY IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION MARTHA IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION BLAIR IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'A 10 FOOT SIGNAL AT STATION JACKSON IS VISIBLE AT 37 FEET.
 EM0884'
 EM0884'A 4 FOOT SIGNAL AT STATION WARREN IS VISIBLE AT 24 FEET.
 EM0884'
 EM0884'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EM0884
 EM0884                          STATION RECOVERY (1957)
 EM0884
 EM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0884'THIS STATION WAS NOT RECOVERED.  THE AREA AT THE STATION SITE
 EM0884'HAS BEEN LOWERED AND NO EVIDENCE OF THE MARK WAS FOUND.  R.M.
 EM0884'NO. 1 WAS RECOVERED AS DESCRIBED.  R.M. NO. 2 HAS BEEN DESTROYED.
 EM0884'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 EM0884'
 EM0884'25 F 3 (OKLA.G.S.) WHICH WAS IN THE NE LEG OF OF THE TANK
 EM0884'HAS BEEN DESTROYED.
 EM0884
 EM0884                          STATION RECOVERY (1960)
 EM0884
 EM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0884'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 EM0884'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 EM0884'UNDERGROUND DISK WAS NOT INSPECTED.  THE DESCRIPTION IS
 EM0884'ENTIRELY ADEQUATE.
 EM0884'
 EM0884'REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED AND A NEW
 EM0884'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.  THE
 EM0884'DIRECTION TO REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WAS
 EM0884'VERIFIED.  A DIFFERENCE OF .045 METER (LONGER DISTANCE) WAS
 EM0884'FOUND IN THE MEASUREMENT TO REFERENCE MARK NO. 1.
 EM0884'
 EM0884'FOLLOWING IS A DESCRIPTION OF REFERENCE MARK NO. 3.
 EM0884'
 EM0884'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALTUS NO 3
 EM0884'1948, CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF N.
 EM0884'HUDSON STREET.  IT IS 38 FEET SOUTH OF THE SOUTH EDGE OF A
 EM0884'CONCRETE DRIVEWAY TO HOUSE NO. 1316 AND 13.6 FEET EAST OF THE
 EM0884'CENTER OF N. HUDSON STREET.
 EM0884'
 EM0884'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 EM0884'
 EM0884'OBSERVATIONS TAKEN FROM A 50 FOOT TOWER.
 EM0884
 EM0884                          STATION RECOVERY (1963)
 EM0884
 EM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0884'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 EM0884'BY H.W.K. 1960.  THE WATER TANK HAS BEEN COMPLETELY REMOVED
 EM0884'FROM THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0901 ***********************************************************************
 EM0901  DESIGNATION -  ALTUS AFB HOMER BEACON W POLE
 EM0901  PID         -  EM0901
 EM0901  STATE/COUNTY-  OK/JACKSON
 EM0901  COUNTRY     -  US
 EM0901  USGS QUAD   -  ALTUS SE (2018)
 EM0901
 EM0901                         *CURRENT SURVEY CONTROL
 EM0901  ______________________________________________________________________
 EM0901* NAD 83(1993) POSITION- 34 33 53.92226(N) 099 16 27.00122(W)   ADJUSTED
 EM0901  ______________________________________________________________________
 EM0901  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 EM0901  LAPLACE CORR    -          4.13  (seconds)                    DEFLEC18
 EM0901  HORZ ORDER      -  THIRD
 EM0901
 EM0901.The horizontal coordinates were established by classical geodetic methods
 EM0901.and adjusted by the National Geodetic Survey in November 1994.
 EM0901
 EM0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0901.GEOID18 height accuracy estimate available here.
 EM0901
 EM0901.Click photographs - Photos may exist for this station.
 EM0901
 EM0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0901
 EM0901. The following values were computed from the NAD 83(1993) position.
 EM0901
 EM0901;                    North         East     Units Scale Factor Converg.
 EM0901;SPC OK S     -   137,356.010   483,081.984   MT  0.99993600   -0 43 23.7
 EM0901;SPC OK S     -   450,642.18  1,584,911.48   sFT  0.99993600   -0 43 23.7
 EM0901;UTM  14      - 3,824,836.691   474,850.089   MT  0.99960780   -0 09 20.0
 EM0901
 EM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7485024836(NAD 83)
 EM0901
 EM0901                          SUPERSEDED SURVEY CONTROL
 EM0901
 EM0901  NAD 83(1986)-  34 33 53.92868(N)    099 16 26.99398(W) AD(       ) 3
 EM0901  NAD 27      -  34 33 53.67000(N)    099 16 25.68900(W) AD(       ) 3
 EM0901
 EM0901.Superseded values are not recommended for survey control.
 EM0901
 EM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0901.See file dsdata.pdf to determine how the superseded data were derived.
 EM0901
 EM0901_MARKER: 21 = AIRPORT BEACON
 EM0901
 EM0901  HISTORY     - Date     Condition        Report By
 EM0901  HISTORY     - 1960     FIRST OBSERVED   CGS
 EM0901  HISTORY     - 1963     GOOD             CGS
 EM0901
 EM0901                          STATION DESCRIPTION
 EM0901
 EM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0901'THE STATION IS APPROXIMATELY 6 MILES SOUTHEAST OF ALTUS,
 EM0901'IN A FENCED-IN AREA, ON THE SOUTH SIDE OF A BLACKTOP ROAD.
 EM0901'
 EM0901'THE STATION IS THE WEST ONE OF TWO POLES WHICH SUPPORTS
 EM0901'THE ANTENNA WIRES OF THE BEACON.  THERE IS A SMALL, GREY,
 EM0901'WOOD FRAME BUILDING NEAR THE CENTER OF THE POLES AND THE
 EM0901'CENTER OF THIS BUILDING WAS THE POINT LOCATED IN 1957.
 EM0901'
 EM0901'THE POLE, WITH ANTENNA WIRES ATTACHED, IS DARK IN COLOR
 EM0901'AND ABOUT 45 FEET IN HEIGHT.  THE TOP CENTER OF THE POLE
 EM0901'WAS THE POINT INTERSECTED.
 EM0901
 EM0901                          STATION RECOVERY (1963)
 EM0901
 EM0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0901'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0904 ***********************************************************************
 EM0904  DESIGNATION -  ALTUS AFB HOMER BEACON E POLE
 EM0904  PID         -  EM0904
 EM0904  STATE/COUNTY-  OK/JACKSON
 EM0904  COUNTRY     -  US
 EM0904  USGS QUAD   -  ALTUS SE (2018)
 EM0904
 EM0904                         *CURRENT SURVEY CONTROL
 EM0904  ______________________________________________________________________
 EM0904* NAD 83(1993) POSITION- 34 33 53.91488(N) 099 16 24.48147(W)   ADJUSTED
 EM0904  ______________________________________________________________________
 EM0904  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 EM0904  LAPLACE CORR    -          4.14  (seconds)                    DEFLEC18
 EM0904  HORZ ORDER      -  THIRD
 EM0904
 EM0904.The horizontal coordinates were established by classical geodetic methods
 EM0904.and adjusted by the National Geodetic Survey in November 1994.
 EM0904
 EM0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0904.GEOID18 height accuracy estimate available here.
 EM0904
 EM0904.Click photographs - Photos may exist for this station.
 EM0904
 EM0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0904
 EM0904. The following values were computed from the NAD 83(1993) position.
 EM0904
 EM0904;                    North         East     Units Scale Factor Converg.
 EM0904;SPC OK S     -   137,354.972   483,146.203   MT  0.99993600   -0 43 22.2
 EM0904;SPC OK S     -   450,638.77  1,585,122.17   sFT  0.99993600   -0 43 22.2
 EM0904;UTM  14      - 3,824,836.289   474,914.295   MT  0.99960776   -0 09 18.5
 EM0904
 EM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7491424836(NAD 83)
 EM0904
 EM0904                          SUPERSEDED SURVEY CONTROL
 EM0904
 EM0904  NAD 83(1986)-  34 33 53.92132(N)    099 16 24.47424(W) AD(       ) 3
 EM0904  NAD 27      -  34 33 53.66200(N)    099 16 23.16900(W) AD(       ) 3
 EM0904
 EM0904.Superseded values are not recommended for survey control.
 EM0904
 EM0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0904.See file dsdata.pdf to determine how the superseded data were derived.
 EM0904
 EM0904_MARKER: 21 = AIRPORT BEACON
 EM0904
 EM0904  HISTORY     - Date     Condition        Report By
 EM0904  HISTORY     - 1960     FIRST OBSERVED   CGS
 EM0904  HISTORY     - 1963     GOOD             CGS
 EM0904
 EM0904                          STATION DESCRIPTION
 EM0904
 EM0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0904'THE STATION IS APPROXIMATELY 6 MILES SOUTHEAST OF ALTUS,
 EM0904'IN A FENCED-IN AREA ON THE SOUTH SIDE OF A BLACKTOP ROAD.
 EM0904'
 EM0904'THE STATION IS THE EAST ONE OF TWO POLES WHICH SUPPORTS
 EM0904'THE ANTENNA WIRES OF THE BEACON.  THERE IS A SMALL, GREY,
 EM0904'WOOD FRAME BUILDING NEAR THE CENTER OF THE POLES AND THE
 EM0904'CENTER OF THIS BUILDING WAS THE POINT LOCATED IN 1957.
 EM0904'
 EM0904'THE POLE, WITH ANTENNA WIRES ATTACHED, IS DARK IN COLOR
 EM0904'AND ABOUT 45 FEET IN HEIGHT.  THE TOP CENTER OF THE POLE
 EM0904'WAS THE POINT INTERSECTED.
 EM0904
 EM0904                          STATION RECOVERY (1963)
 EM0904
 EM0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0904'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0877 ***********************************************************************
 EM0877  DESIGNATION -  ALTUS AFB WATER TANK 1 BEACON
 EM0877  PID         -  EM0877
 EM0877  STATE/COUNTY-  OK/JACKSON
 EM0877  COUNTRY     -  US
 EM0877  USGS QUAD   -  ALTUS (2018)
 EM0877
 EM0877                         *CURRENT SURVEY CONTROL
 EM0877  ______________________________________________________________________
 EM0877* NAD 83(1993) POSITION- 34 39 25.32360(N) 099 16 58.98715(W)   ADJUSTED
 EM0877  ______________________________________________________________________
 EM0877  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 EM0877  LAPLACE CORR    -          4.67  (seconds)                    DEFLEC18
 EM0877  HORZ ORDER      -  THIRD
 EM0877
 EM0877.The horizontal coordinates were established by classical geodetic methods
 EM0877.and adjusted by the National Geodetic Survey in November 1994.
 EM0877
 EM0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0877.GEOID18 height accuracy estimate available here.
 EM0877
 EM0877.Click photographs - Photos may exist for this station.
 EM0877
 EM0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0877
 EM0877. The following values were computed from the NAD 83(1993) position.
 EM0877
 EM0877;                    North         East     Units Scale Factor Converg.
 EM0877;SPC OK S     -   147,576.944   482,396.531   MT  0.99993675   -0 43 41.8
 EM0877;SPC OK S     -   484,175.36  1,582,662.62   sFT  0.99993675   -0 43 41.8
 EM0877;UTM  14      - 3,835,046.982   474,063.694   MT  0.99960829   -0 09 39.5
 EM0877
 EM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7406335046(NAD 83)
 EM0877
 EM0877                          SUPERSEDED SURVEY CONTROL
 EM0877
 EM0877  NAD 83(1986)-  34 39 25.33067(N)    099 16 58.98069(W) AD(       ) 3
 EM0877  NAD 27      -  34 39 25.08000(N)    099 16 57.66900(W) AD(       ) 3
 EM0877
 EM0877.Superseded values are not recommended for survey control.
 EM0877
 EM0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0877.See file dsdata.pdf to determine how the superseded data were derived.
 EM0877
 EM0877_MARKER: 21 = AIRPORT BEACON
 EM0877
 EM0877  HISTORY     - Date     Condition        Report By
 EM0877  HISTORY     - 1960     FIRST OBSERVED   CGS
 EM0877  HISTORY     - 1963     GOOD             CGS
 EM0877  HISTORY     - 1983     GOOD             NGS
 EM0877
 EM0877                          STATION DESCRIPTION
 EM0877
 EM0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0877'THE STATION IS LOCATED ON THE ALTUS, AIR FORCE BASE, ON THE
 EM0877'WEST SIDE OF 6TH. STREET, EAST SIDE OF B. AVE, AND ABOUT
 EM0877'50 YARDS EAST OF BLDG. NO. 147.
 EM0877'
 EM0877'THE STATION IS THE AIRPORT BEACON ATOP THE WATER TANK WHICH
 EM0877'IS A 6-LEGGED STEEL STRUCTURE, RED AND WHITE CHECKERED AND
 EM0877'ABOUT 135 FEET IN HEIGHT.
 EM0877'
 EM0877'THE BEACON WAS THE POINT INTERSECTED.
 EM0877
 EM0877                          STATION RECOVERY (1963)
 EM0877
 EM0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0877'STATION RECOVERED AS DESCRIBED.
 EM0877
 EM0877                          STATION RECOVERY (1983)
 EM0877
 EM0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EM0877'RECOVERED AS DESCRIBED.
 EM0877'
 EM0877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 EM0877'ALTUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0880 ***********************************************************************
 EM0880  DESIGNATION -  ALTUS AFB WATER TANK
 EM0880  PID         -  EM0880
 EM0880  STATE/COUNTY-  OK/JACKSON
 EM0880  COUNTRY     -  US
 EM0880  USGS QUAD   -  ALTUS (2018)
 EM0880
 EM0880                         *CURRENT SURVEY CONTROL
 EM0880  ______________________________________________________________________
 EM0880* NAD 83(1993) POSITION- 34 39 25.32179(N) 099 16 58.98914(W)   ADJUSTED
 EM0880  ______________________________________________________________________
 EM0880  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 EM0880  LAPLACE CORR    -          4.67  (seconds)                    DEFLEC18
 EM0880  HORZ ORDER      -  THIRD
 EM0880
 EM0880.The horizontal coordinates were established by classical geodetic methods
 EM0880.and adjusted by the National Geodetic Survey in November 1994.
 EM0880
 EM0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0880.GEOID18 height accuracy estimate available here.
 EM0880
 EM0880.Click photographs - Photos may exist for this station.
 EM0880
 EM0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0880
 EM0880. The following values were computed from the NAD 83(1993) position.
 EM0880
 EM0880;                    North         East     Units Scale Factor Converg.
 EM0880;SPC OK S     -   147,576.889   482,396.480   MT  0.99993675   -0 43 41.8
 EM0880;SPC OK S     -   484,175.18  1,582,662.45   sFT  0.99993675   -0 43 41.8
 EM0880;UTM  14      - 3,835,046.927   474,063.643   MT  0.99960829   -0 09 39.5
 EM0880
 EM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7406335046(NAD 83)
 EM0880
 EM0880                          SUPERSEDED SURVEY CONTROL
 EM0880
 EM0880  NAD 83(1986)-  34 39 25.32887(N)    099 16 58.98255(W) AD(       ) 3
 EM0880  NAD 27      -  34 39 25.07500(N)    099 16 57.67400(W) AD(       ) 3
 EM0880
 EM0880.Superseded values are not recommended for survey control.
 EM0880
 EM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0880.See file dsdata.pdf to determine how the superseded data were derived.
 EM0880
 EM0880_MARKER: 53 = ELEVATED TANK
 EM0880
 EM0880  HISTORY     - Date     Condition        Report By
 EM0880  HISTORY     - 1957     FIRST OBSERVED   CGS
 EM0880
 EM0880                          STATION DESCRIPTION
 EM0880
 EM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0880'THIS STATION IS AN OVAL TANK ABOUT 150 FEET HIGH AND SUPPORTED
 EM0880'BY 8 LEGS, OBSTRUCTION PAINTED, NEAR THE CENTER OF ALTUS
 EM0880'AIR FORCE BASE, AND ALONG THE WEST SIDE OF THE RUNWAYS.
 EM0880'IT IS NEAR THE EAST SIDE OF THE OLD AIRBASE WATER TOWER.
 EM0880'THE POINT SIGHTED ON WAS THE FINIAL AT THE SUMMIT OF THE
 EM0880'TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0891 ***********************************************************************
 EM0891  DESIGNATION -  ALTUS AFB WATER TANK 2
 EM0891  PID         -  EM0891
 EM0891  STATE/COUNTY-  OK/JACKSON
 EM0891  COUNTRY     -  US
 EM0891  USGS QUAD   -  ALTUS (2018)
 EM0891
 EM0891                         *CURRENT SURVEY CONTROL
 EM0891  ______________________________________________________________________
 EM0891* NAD 83(1993) POSITION- 34 39 03.03477(N) 099 17 07.97448(W)   ADJUSTED
 EM0891  ______________________________________________________________________
 EM0891  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 EM0891  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 EM0891  HORZ ORDER      -  THIRD
 EM0891
 EM0891.The horizontal coordinates were established by classical geodetic methods
 EM0891.and adjusted by the National Geodetic Survey in November 1994.
 EM0891
 EM0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0891.GEOID18 height accuracy estimate available here.
 EM0891
 EM0891.Click photographs - Photos may exist for this station.
 EM0891
 EM0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0891
 EM0891. The following values were computed from the NAD 83(1993) position.
 EM0891
 EM0891;                    North         East     Units Scale Factor Converg.
 EM0891;SPC OK S     -   146,893.122   482,158.972   MT  0.99993662   -0 43 46.9
 EM0891;SPC OK S     -   481,931.85  1,581,883.23   sFT  0.99993662   -0 43 46.9
 EM0891;UTM  14      - 3,834,361.068   473,832.993   MT  0.99960844   -0 09 44.5
 EM0891
 EM0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7383234361(NAD 83)
 EM0891
 EM0891                          SUPERSEDED SURVEY CONTROL
 EM0891
 EM0891  NAD 83(1986)-  34 39 03.04182(N)    099 17 07.96798(W) AD(       ) 3
 EM0891  NAD 27      -  34 39 02.79000(N)    099 17 06.65700(W) AD(       ) 3
 EM0891
 EM0891.Superseded values are not recommended for survey control.
 EM0891
 EM0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0891.See file dsdata.pdf to determine how the superseded data were derived.
 EM0891
 EM0891_MARKER: 53 = ELEVATED TANK
 EM0891
 EM0891  HISTORY     - Date     Condition        Report By
 EM0891  HISTORY     - 1960     FIRST OBSERVED   CGS
 EM0891  HISTORY     - 1963     GOOD             CGS
 EM0891  HISTORY     - 1983     GOOD             NGS
 EM0891
 EM0891                          STATION DESCRIPTION
 EM0891
 EM0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0891'THE STATION IS LOCATED ON THE ALTUS, AIR FORCE BASE, BETWEEN
 EM0891'K PLACE AND L AVE. AND ON THE EAST SIDE OF 6TH STREET.
 EM0891'
 EM0891'THE WATER TANK IS AN 8-LEGGED, SILVER, STEEL STRUCTURE ABOUT
 EM0891'130 FEET IN HEIGHT.
 EM0891'
 EM0891'THE BALL ATOP THE TANK WAS THE POINT INTERSECTED.
 EM0891
 EM0891                          STATION RECOVERY (1963)
 EM0891
 EM0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0891'STATION RECOVERED AS DESCRIBED.
 EM0891
 EM0891                          STATION RECOVERY (1983)
 EM0891
 EM0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EM0891'RECOVERED AS DESCRIBED.
 EM0891'
 EM0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 EM0891'ALTUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0894 ***********************************************************************
 EM0894  DESIGNATION -  ALTUS CATERPILLAR HOOVER RADIO
 EM0894  PID         -  EM0894
 EM0894  STATE/COUNTY-  OK/JACKSON
 EM0894  COUNTRY     -  US
 EM0894  USGS QUAD   -  ALTUS (2018)
 EM0894
 EM0894                         *CURRENT SURVEY CONTROL
 EM0894  ______________________________________________________________________
 EM0894* NAD 83(1993) POSITION- 34 37 37.20360(N) 099 20 01.70037(W)   ADJUSTED
 EM0894  ______________________________________________________________________
 EM0894  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 EM0894  LAPLACE CORR    -          4.48  (seconds)                    DEFLEC18
 EM0894  HORZ ORDER      -  THIRD
 EM0894
 EM0894.The horizontal coordinates were established by classical geodetic methods
 EM0894.and adjusted by the National Geodetic Survey in November 1994.
 EM0894
 EM0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0894.GEOID18 height accuracy estimate available here.
 EM0894
 EM0894.Click photographs - Photos may exist for this station.
 EM0894
 EM0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0894
 EM0894. The following values were computed from the NAD 83(1993) position.
 EM0894
 EM0894;                    North         East     Units Scale Factor Converg.
 EM0894;SPC OK S     -   144,306.029   477,700.738   MT  0.99993622   -0 45 25.5
 EM0894;SPC OK S     -   473,444.03  1,567,256.50   sFT  0.99993622   -0 45 25.5
 EM0894;UTM  14      - 3,831,730.813   469,402.042   MT  0.99961154   -0 11 22.8
 EM0894
 EM0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6940231730(NAD 83)
 EM0894
 EM0894                          SUPERSEDED SURVEY CONTROL
 EM0894
 EM0894  NAD 83(1986)-  34 37 37.21012(N)    099 20 01.69413(W) AD(       ) 3
 EM0894  NAD 27      -  34 37 36.95600(N)    099 20 00.38500(W) AD(       ) 3
 EM0894
 EM0894.Superseded values are not recommended for survey control.
 EM0894
 EM0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0894.See file dsdata.pdf to determine how the superseded data were derived.
 EM0894
 EM0894_MARKER: 42 = RADIO/TV MAST
 EM0894
 EM0894  HISTORY     - Date     Condition        Report By
 EM0894  HISTORY     - 1960     FIRST OBSERVED   CGS
 EM0894  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0894
 EM0894                          STATION DESCRIPTION
 EM0894
 EM0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0894'THE STATION IS LOCATED IN THE SOUTH PART OF ALTUS, AT E.
 EM0894'THOMPSON AVE. AND S. MAIN STREET.
 EM0894'
 EM0894'THE MAST IS A GUYED, SLENDER, STEEL STRUCTURE ABOUT 125 FEET
 EM0894'IN HEIGHT.
 EM0894'
 EM0894'THE ANTENNA ATOP THE MAST WAS THE POINT INTERSECTED.
 EM0894
 EM0894                          STATION RECOVERY (1963)
 EM0894
 EM0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0894'THE RADIO MAST HAS BEEN DISMANTLED AND TAKEN AWAY.  STATION
 EM0894'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0888 ***********************************************************************
 EM0888  DESIGNATION -  ALTUS COMPRESS CO WATER TANK
 EM0888  PID         -  EM0888
 EM0888  STATE/COUNTY-  OK/JACKSON
 EM0888  COUNTRY     -  US
 EM0888  USGS QUAD   -  ALTUS (2018)
 EM0888
 EM0888                         *CURRENT SURVEY CONTROL
 EM0888  ______________________________________________________________________
 EM0888* NAD 83(1993) POSITION- 34 37 56.44662(N) 099 20 54.14421(W)   ADJUSTED
 EM0888  ______________________________________________________________________
 EM0888  GEOID HEIGHT    -        -27.240 (meters)                     GEOID18
 EM0888  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 EM0888  HORZ ORDER      -  THIRD
 EM0888
 EM0888.The horizontal coordinates were established by classical geodetic methods
 EM0888.and adjusted by the National Geodetic Survey in November 1994.
 EM0888
 EM0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0888.GEOID18 height accuracy estimate available here.
 EM0888
 EM0888.Click photographs - Photos may exist for this station.
 EM0888
 EM0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0888
 EM0888. The following values were computed from the NAD 83(1993) position.
 EM0888
 EM0888;                    North         East     Units Scale Factor Converg.
 EM0888;SPC OK S     -   144,916.657   476,372.993   MT  0.99993629   -0 45 55.3
 EM0888;SPC OK S     -   475,447.40  1,562,900.39   sFT  0.99993629   -0 45 55.3
 EM0888;UTM  14      - 3,832,328.069   468,068.748   MT  0.99961257   -0 11 52.7
 EM0888
 EM0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6806832328(NAD 83)
 EM0888
 EM0888                          SUPERSEDED SURVEY CONTROL
 EM0888
 EM0888  NAD 83(1986)-  34 37 56.45349(N)    099 20 54.13780(W) AD(       ) 3
 EM0888  NAD 27      -  34 37 56.20500(N)    099 20 52.82700(W) AD(       ) 3
 EM0888
 EM0888.Superseded values are not recommended for survey control.
 EM0888
 EM0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0888.See file dsdata.pdf to determine how the superseded data were derived.
 EM0888
 EM0888_MARKER: 53 = ELEVATED TANK
 EM0888
 EM0888  HISTORY     - Date     Condition        Report By
 EM0888  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0888  HISTORY     - 1957     GOOD             CGS
 EM0888  HISTORY     - 1960     GOOD             CGS
 EM0888
 EM0888                          STATION DESCRIPTION
 EM0888
 EM0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0888'STATION IS LOCATED IN THE INDUSTRIAL AREA AT THE SOUTHWEST
 EM0888'EDGE OF THE CITY OF ALTUS ON THE GROUNDS OF THE ALTUS COMPRESS
 EM0888'CO.  THE TANK IS 125 FEET SOUTH OF THE MOST SOUTHERLY WAREHOUSE
 EM0888'OF THE ALTUS COMPRESS CO. AND IS SUPPORTED BY 4 STEEL LEGS.
 EM0888'A SMALL BALL AT THE APEX OF THE TANK AND 140 FEET ABOVE
 EM0888'THE GROUND WAS THE POINT LOCATED.
 EM0888'
 EM0888'PROBABLY THE SAME STATION AS ALTUS, MUNICIPAL WATER TANK,
 EM0888'1935.
 EM0888
 EM0888                          STATION RECOVERY (1957)
 EM0888
 EM0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0888'THIS TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EM0888
 EM0888                          STATION RECOVERY (1960)
 EM0888
 EM0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0888'THE STATION IS THE WATER TANK LOCATED IN THE SOUTHWEST PART
 EM0888'OF ALTUS, ON PROPERTY OWNED BY THE NORTH AMERICAN COMPRESS
 EM0888'CO.
 EM0888'
 EM0888'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE, SILVER IN COLOR
 EM0888'AND APPROXIMATELY 120 FEET IN HEIGHT.
 EM0888'
 EM0888'THE BALL ATOP THE TANK WAS THE POINT INTERSECTED.
 EM0888'
 EM0888'THIS IS THE SAME AS ALTUS COMPRESS CO., WATER TANK, 1948.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9753 ***********************************************************************
 DG9753  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9753  DESIGNATION -  ALTUS CORS ARP
 DG9753  CORS_ID     -  OKAL
 DG9753  PID         -  DG9753
 DG9753  STATE/COUNTY-  OK/JACKSON
 DG9753  COUNTRY     -  US
 DG9753  USGS QUAD   -  ALTUS (2018)
 DG9753
 DG9753                         *CURRENT SURVEY CONTROL
 DG9753  ______________________________________________________________________
 DG9753* NAD 83(2011) POSITION- 34 37 56.12581(N) 099 19 45.64704(W)   ADJUSTED
 DG9753* NAD 83(2011) ELLIP HT-   401.598 (meters)        (09/??/25)   ADJUSTED
 DG9753* NAD 83(2011) EPOCH   -  2010.00
 DG9753  ______________________________________________________________________
 DG9753  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 DG9753  NAD 83(2011) X  -   -851,730.104 (meters)                     COMP
 DG9753  NAD 83(2011) Y  - -5,184,553.423 (meters)                     COMP
 DG9753  NAD 83(2011) Z  -  3,604,601.852 (meters)                     COMP
 DG9753
 DG9753.Formal positional accuracy estimates are not available for this CORS
 DG9753.because its coordinates were determined in part using modeled velocities.
 DG9753.A time-series residual plot is available that shows daily coordinate
 DG9753.variations relative to the published coordinates and modeled velocities.
 DG9753.Large residuals may indicate a potential error in the modeled velocities.
 DG9753
 DG9753.Residual plot at:
 DG9753.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKAL.
 DG9753
 DG9753.The coordinates were established by GPS observations
 DG9753.and adjusted by the National Geodetic Survey in September 2025.
 DG9753
 DG9753.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9753.been affixed to the stable North American Tectonic Plate. 
 DG9753
 DG9753.The coordinates are valid at the epoch date displayed above
 DG9753.which is a decimal equivalence of Year/Month/Day.
 DG9753
 DG9753.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9753.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9753.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9753.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9753.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9753.published epoch of 2010.00.
 DG9753
 DG9753.Additional information on MYCS is available at:
 DG9753.https://geodesy.noaa.gov/CORS/index.shtml
 DG9753
 DG9753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9753.GEOID18 height accuracy estimate available here.
 DG9753
 DG9753.The PID for the CORS L1 Phase Center is DR7670.
 DG9753
 DG9753.Click photographs - Photos may exist for this station.
 DG9753
 DG9753.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9753
 DG9753.The ellipsoidal height was determined by GPS observations
 DG9753.and is referenced to NAD 83.
 DG9753
 DG9753. The following values were computed from the NAD 83(2011) position.
 DG9753
 DG9753;                    North         East     Units Scale Factor Converg.
 DG9753;SPC OK S     -   144,883.634   478,117.270   MT  0.99993629   -0 45 16.4
 DG9753;SPC OK S     -   475,339.06  1,568,623.08   sFT  0.99993629   -0 45 16.4
 DG9753;UTM  14      - 3,832,312.325   469,812.701   MT  0.99961123   -0 11 13.8
 DG9753
 DG9753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9753!SPC OK S     -   0.99993696  x   0.99993629  =   0.99987326
 DG9753!UTM  14      -   0.99993696  x   0.99961123  =   0.99954822
 DG9753
 DG9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6981232312(NAD 83)
 DG9753
 DG9753                          SUPERSEDED SURVEY CONTROL
 DG9753
 DG9753  NAD 83(2011)-  34 37 56.12425(N)    099 19 45.64703(W) AD(2010.00) c
 DG9753  ELLIP H (04/??/25)  401.599  (m)                       GP(2010.00) c c
 DG9753  NAD 83(2011)-  34 37 56.12607(N)    099 19 45.64759(W) AD(2010.00) c
 DG9753  ELLIP H (03/??/24)  401.599  (m)                       GP(2010.00) c c
 DG9753  NAD 83(2011)-  34 37 56.12433(N)    099 19 45.64723(W) AD(2010.00) c
 DG9753  ELLIP H (06/??/19)  401.600  (m)                       GP(2010.00) c c
 DG9753  NAD 83(2011)-  34 37 56.12441(N)    099 19 45.64714(W) AD(2010.00) c
 DG9753  ELLIP H (08/??/11)  401.595  (m)                       GP(2010.00) c c
 DG9753  NAD 83(CORS)-  34 37 56.12415(N)    099 19 45.64773(W) AD(2002.00) c
 DG9753  ELLIP H (04/??/05)  401.589  (m)                       GP(2002.00) c c
 DG9753
 DG9753.Superseded values are not recommended for survey control.
 DG9753
 DG9753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9753.See file dsdata.pdf to determine how the superseded data were derived.
 DG9753
 DG9753_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9753
 DG9753                          STATION DESCRIPTION
 DG9753
 DG9753'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9753'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9753'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9753'AND LOG FILES ACCESSIBLE AT:
 DG9753'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0896 ***********************************************************************
 EM0896  DESIGNATION -  ALTUS MUNICIPAL TANK
 EM0896  PID         -  EM0896
 EM0896  STATE/COUNTY-  OK/JACKSON
 EM0896  COUNTRY     -  US
 EM0896  USGS QUAD   -  ALTUS (2018)
 EM0896
 EM0896                         *CURRENT SURVEY CONTROL
 EM0896  ______________________________________________________________________
 EM0896* NAD 83(1993) POSITION- 34 38 05.83439(N) 099 20 15.44834(W)   ADJUSTED
 EM0896  ______________________________________________________________________
 EM0896  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 EM0896  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 EM0896  HORZ ORDER      -  THIRD
 EM0896
 EM0896.The horizontal coordinates were established by classical geodetic methods
 EM0896.and adjusted by the National Geodetic Survey in November 1994.
 EM0896
 EM0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0896.GEOID18 height accuracy estimate available here.
 EM0896
 EM0896.Click photographs - Photos may exist for this station.
 EM0896
 EM0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0896
 EM0896. The following values were computed from the NAD 83(1993) position.
 EM0896
 EM0896;                    North         East     Units Scale Factor Converg.
 EM0896;SPC OK S     -   145,192.785   477,362.288   MT  0.99993633   -0 45 33.3
 EM0896;SPC OK S     -   476,353.33  1,566,146.11   sFT  0.99993633   -0 45 33.3
 EM0896;UTM  14      - 3,832,613.887   469,054.940   MT  0.99961180   -0 11 30.8
 EM0896
 EM0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6905432613(NAD 83)
 EM0896
 EM0896                          SUPERSEDED SURVEY CONTROL
 EM0896
 EM0896  NAD 83(1986)-  34 38 05.84118(N)    099 20 15.44213(W) AD(       ) 3
 EM0896  NAD 27      -  34 38 05.59000(N)    099 20 14.13300(W) AD(       ) 3
 EM0896
 EM0896.Superseded values are not recommended for survey control.
 EM0896
 EM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0896.See file dsdata.pdf to determine how the superseded data were derived.
 EM0896
 EM0896_MARKER: 53 = ELEVATED TANK
 EM0896
 EM0896  HISTORY     - Date     Condition        Report By
 EM0896  HISTORY     - 1957     FIRST OBSERVED   CGS
 EM0896  HISTORY     - 1960     GOOD             CGS
 EM0896  HISTORY     - 1963     GOOD             CGS
 EM0896
 EM0896                          STATION DESCRIPTION
 EM0896
 EM0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0896'THIS STATION IS A LARGE OVAL TANK SUPPORTED BY 8 LEGS AND
 EM0896'ABOUT 146 FEET HIGH, ON SOUTH WILLARD BETWEEN LIVE OAK AND
 EM0896'PECAN STREETS.  IT IS THE LARGEST TANK IN ALTUS, BUILT IN
 EM0896'1948 AND IS ABOUT 1/2 MILE SOUTH, SOUTHWEST OF THE SQUARE.
 EM0896'THE OBJECTS SIGHTED ON WAS THE FINIAL AT THE SUMMIT OF THE
 EM0896'ROOF.
 EM0896
 EM0896                          STATION RECOVERY (1960)
 EM0896
 EM0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0896'THIS STATION WAS VISITED BY THIS PARTY AND THE ORIGINAL
 EM0896'1957 DESCRIPTION IS ADEQUATE.
 EM0896
 EM0896                          STATION RECOVERY (1963)
 EM0896
 EM0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0896'STATION RECOVERED AS DESCRIBED BETWEEN LIVE OAK AND PECAN
 EM0896'STREETS AND ON THE EAST SIDE OF SOUTH WILLARD, EXCEPT THAT
 EM0896'THE OVAL TANK IS SUPPORTED BY 10 LEGS RATHER THAN 8 LEGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0897 ***********************************************************************
 EM0897  DESIGNATION -  ALTUS PUB SERVICE CO RAD MAST
 EM0897  PID         -  EM0897
 EM0897  STATE/COUNTY-  OK/JACKSON
 EM0897  COUNTRY     -  US
 EM0897  USGS QUAD   -  ALTUS (2018)
 EM0897
 EM0897                         *CURRENT SURVEY CONTROL
 EM0897  ______________________________________________________________________
 EM0897* NAD 83(1993) POSITION- 34 38 57.90295(N) 099 20 32.10125(W)   ADJUSTED
 EM0897  ______________________________________________________________________
 EM0897  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 EM0897  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 EM0897  HORZ ORDER      -  THIRD
 EM0897
 EM0897.The horizontal coordinates were established by classical geodetic methods
 EM0897.and adjusted by the National Geodetic Survey in November 1994.
 EM0897
 EM0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0897.GEOID18 height accuracy estimate available here.
 EM0897
 EM0897.Click photographs - Photos may exist for this station.
 EM0897
 EM0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0897
 EM0897. The following values were computed from the NAD 83(1993) position.
 EM0897
 EM0897;                    North         East     Units Scale Factor Converg.
 EM0897;SPC OK S     -   146,802.664   476,959.537   MT  0.99993659   -0 45 42.8
 EM0897;SPC OK S     -   481,635.07  1,564,824.75   sFT  0.99993659   -0 45 42.8
 EM0897;UTM  14      - 3,834,219.178   468,636.405   MT  0.99961212   -0 11 40.5
 EM0897
 EM0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6863634219(NAD 83)
 EM0897
 EM0897                          SUPERSEDED SURVEY CONTROL
 EM0897
 EM0897  NAD 83(1986)-  34 38 57.90967(N)    099 20 32.09515(W) AD(       ) 3
 EM0897  NAD 27      -  34 38 57.65900(N)    099 20 30.78700(W) AD(       ) 3
 EM0897
 EM0897.Superseded values are not recommended for survey control.
 EM0897
 EM0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0897.See file dsdata.pdf to determine how the superseded data were derived.
 EM0897
 EM0897_MARKER: 43 = RADIO/TV TOWER
 EM0897
 EM0897  HISTORY     - Date     Condition        Report By
 EM0897  HISTORY     - 1957     FIRST OBSERVED   CGS
 EM0897  HISTORY     - 1960     GOOD             CGS
 EM0897  HISTORY     - 1963     GOOD             CGS
 EM0897
 EM0897                          STATION DESCRIPTION
 EM0897
 EM0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0897'A RADIO TOWER ABOUT 14 INCHES SQUARE AND 180 FEET HIGH, IN
 EM0897'THE NORTHWEST PART OF ALTUS ON THE PROPERTY OF THE PUBLIC
 EM0897'SERVICE CO. AND IN THE SOUTHWEST CORNER OF THE INTERSECTION
 EM0897'OF WEST CORBIN AVE. AND NORTH BLAIN STREET.  IT IS ABOUT
 EM0897'3/4 MILE NORTHWEST OF THE CITY SQUARE.
 EM0897
 EM0897                          STATION RECOVERY (1960)
 EM0897
 EM0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0897'THIS STATION WAS VISITED BY THIS PARTY AND THE ORIGINAL
 EM0897'1957 DESCRIPTION IS ADEQUATE.
 EM0897'
 EM0897'RECOVERED AS DESCRIBED.
 EM0897
 EM0897                          STATION RECOVERY (1963)
 EM0897
 EM0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0897'A RADIO TOWER ABOUT 14 INCHES SQUARE AND 180 FEET HIGH, IN
 EM0897'THE NORTHWEST PART OF ALTUS ON THE PROPERTY OF THE PUBLIC
 EM0897'SERVICE CO. AND IN THE SOUTHWEST CORNER OF THE INTERSECTION
 EM0897'OF WEST CORBIN AVE. AND NORTH BLAIN STREET.  IT IS ABOUT
 EM0897'3/4 MILE NORTHWEST OF THE CITY SQUARE.
 EM0897'
 EM0897'THE ABOVE DESCRIPTION SHOULD READ AS FOLLOWS--IN THE SOUTHWEST
 EM0897'ANGLE OF THE INTERSECTION OF W CORBIN AVE. AND N BLAIN ST.
 EM0897'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0886 ***********************************************************************
 EM0886  DESIGNATION -  ALTUS RADIO STATION KWHW MAST
 EM0886  PID         -  EM0886
 EM0886  STATE/COUNTY-  OK/JACKSON
 EM0886  COUNTRY     -  US
 EM0886  USGS QUAD   -  ALTUS (2018)
 EM0886
 EM0886                         *CURRENT SURVEY CONTROL
 EM0886  ______________________________________________________________________
 EM0886* NAD 83(1993) POSITION- 34 39 09.76335(N) 099 19 54.37566(W)   ADJUSTED
 EM0886  ______________________________________________________________________
 EM0886  GEOID HEIGHT    -        -27.097 (meters)                     GEOID18
 EM0886  LAPLACE CORR    -          4.53  (seconds)                    DEFLEC18
 EM0886  HORZ ORDER      -  THIRD
 EM0886
 EM0886.The horizontal coordinates were established by classical geodetic methods
 EM0886.and adjusted by the National Geodetic Survey in November 1994.
 EM0886
 EM0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0886.GEOID18 height accuracy estimate available here.
 EM0886
 EM0886.Click photographs - Photos may exist for this station.
 EM0886
 EM0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0886
 EM0886. The following values were computed from the NAD 83(1993) position.
 EM0886
 EM0886;                    North         East     Units Scale Factor Converg.
 EM0886;SPC OK S     -   147,155.364   477,924.915   MT  0.99993665   -0 45 21.4
 EM0886;SPC OK S     -   482,792.22  1,567,991.99   sFT  0.99993665   -0 45 21.4
 EM0886;UTM  14      - 3,834,581.302   469,597.931   MT  0.99961139   -0 11 19.1
 EM0886
 EM0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6959734581(NAD 83)
 EM0886
 EM0886                          SUPERSEDED SURVEY CONTROL
 EM0886
 EM0886  NAD 83(1986)-  34 39 09.77011(N)    099 19 54.36976(W) AD(       ) 3
 EM0886  NAD 27      -  34 39 09.52100(N)    099 19 53.06200(W) AD(       ) 3
 EM0886
 EM0886.Superseded values are not recommended for survey control.
 EM0886
 EM0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0886.See file dsdata.pdf to determine how the superseded data were derived.
 EM0886
 EM0886_MARKER: 42 = RADIO/TV MAST
 EM0886
 EM0886  HISTORY     - Date     Condition        Report By
 EM0886  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0886  HISTORY     - 1957     GOOD             CGS
 EM0886  HISTORY     - 1960     GOOD             CGS
 EM0886
 EM0886                          STATION DESCRIPTION
 EM0886
 EM0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0886'STATION IS LOCATED IN THE NORTHEAST SECTION OF THE CITY OF
 EM0886'ALTUS, 1 BLOCK EAST OF U.S. HIGHWAY NO. 283 AND 183 FEET
 EM0886'NORTH OF THE CENTER OF EAST BRADFORD STREET.  THE POINT LOCATED
 EM0886'WAS THE RED LIGHT AT THE TOP AND CENTER OF THE MAST.  THE
 EM0886'RED LIGHT IS 155 FEET ABOVE THE GROUND.
 EM0886
 EM0886                          STATION RECOVERY (1957)
 EM0886
 EM0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0886'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EM0886'IT IS ABOUT 3 BLOCKS DUE EAST OF THE ALTUS MUNICIPAL WATER
 EM0886'TANK NEAR THE NORTH PART OF ALTUS.
 EM0886
 EM0886                          STATION RECOVERY (1960)
 EM0886
 EM0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0886'THIS STATION WAS VISITED BY THIS PARTY AND THE 1948 DESCRIPTION
 EM0886'IS ADEQUATE.
 EM0886'
 EM0886'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0885 ***********************************************************************
 EM0885  DESIGNATION -  ALTUS TRADERS COMPRESS CO TANK
 EM0885  PID         -  EM0885
 EM0885  STATE/COUNTY-  OK/JACKSON
 EM0885  COUNTRY     -  US
 EM0885  USGS QUAD   -  ALTUS (2018)
 EM0885
 EM0885                         *CURRENT SURVEY CONTROL
 EM0885  ______________________________________________________________________
 EM0885* NAD 83(1993) POSITION- 34 37 42.48044(N) 099 20 37.19770(W)   ADJUSTED
 EM0885  ______________________________________________________________________
 EM0885  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 EM0885  LAPLACE CORR    -          4.54  (seconds)                    DEFLEC18
 EM0885  HORZ ORDER      -  THIRD
 EM0885
 EM0885.The horizontal coordinates were established by classical geodetic methods
 EM0885.and adjusted by the National Geodetic Survey in November 1994.
 EM0885
 EM0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0885.GEOID18 height accuracy estimate available here.
 EM0885
 EM0885.Click photographs - Photos may exist for this station.
 EM0885
 EM0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0885
 EM0885. The following values were computed from the NAD 83(1993) position.
 EM0885
 EM0885;                    North         East     Units Scale Factor Converg.
 EM0885;SPC OK S     -   144,480.600   476,798.839   MT  0.99993624   -0 45 45.7
 EM0885;SPC OK S     -   474,016.77  1,564,297.52   sFT  0.99993624   -0 45 45.7
 EM0885;UTM  14      - 3,831,896.390   468,498.752   MT  0.99961223   -0 11 43.0
 EM0885
 EM0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6849831896(NAD 83)
 EM0885
 EM0885                          SUPERSEDED SURVEY CONTROL
 EM0885
 EM0885  NAD 83(1986)-  34 37 42.48713(N)    099 20 37.19140(W) AD(       ) 3
 EM0885  NAD 27      -  34 37 42.23100(N)    099 20 35.88200(W) AD(       ) 3
 EM0885
 EM0885.Superseded values are not recommended for survey control.
 EM0885
 EM0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0885.See file dsdata.pdf to determine how the superseded data were derived.
 EM0885
 EM0885_MARKER: 53 = ELEVATED TANK
 EM0885
 EM0885  HISTORY     - Date     Condition        Report By
 EM0885  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0885  HISTORY     - 1960     GOOD             CGS
 EM0885  HISTORY     - 1963     GOOD             CGS
 EM0885  HISTORY     - 1983     GOOD             NGS
 EM0885
 EM0885                          STATION DESCRIPTION
 EM0885
 EM0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0885'STATION IS LOCATED IN THE INDUSTRIAL AREA AT THE SOUTHWEST
 EM0885'EDGE OF THE CITY OF ALTUS ON THE GROUNDS OF THE TRADERS
 EM0885'COMPRESS CO.  THE TANK IS 0.5 MILE WEST OF THE LEGER MILL
 EM0885'CO. AND 110 SOUTH OF THE MOST SOUTHERLY WAREHOUSE OF THE
 EM0885'TRADERS COMPRESS CO.  THE TANK IS SUPPORTED BY 4 STEEL LEGS.
 EM0885'A SMALL BALL AT THE APEX OF THE TANK AND 123 FEET ABOVE
 EM0885'THE GROUND WAS THE POINT LOCATED.
 EM0885
 EM0885                          STATION RECOVERY (1960)
 EM0885
 EM0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0885'THIS STATION WAS VISITED BY THIS PARTY AND THE ORIGINAL
 EM0885'1948 DESCRIPTION IS ADEQUATE.
 EM0885'
 EM0885'RECOVERED AS DESCRIBED.
 EM0885
 EM0885                          STATION RECOVERY (1963)
 EM0885
 EM0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0885'STATION RECOVERED AS DESCRIBED.
 EM0885
 EM0885                          STATION RECOVERY (1983)
 EM0885
 EM0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EM0885'RECOVERED AS DESCRIBED.
 EM0885'
 EM0885'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALTUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0903 ***********************************************************************
 EM0903  DESIGNATION -  ALTUS VUMORE CO MAST
 EM0903  PID         -  EM0903
 EM0903  STATE/COUNTY-  OK/JACKSON
 EM0903  COUNTRY     -  US
 EM0903  USGS QUAD   -  ALTUS SE (2018)
 EM0903
 EM0903                         *CURRENT SURVEY CONTROL
 EM0903  ______________________________________________________________________
 EM0903* NAD 83(1993) POSITION- 34 36 34.06201(N) 099 20 09.67294(W)   ADJUSTED
 EM0903* NAVD 88 ORTHO HEIGHT -   420.8   (meters)     1381.    (feet) VERTCON3
 EM0903  ______________________________________________________________________
 EM0903  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 EM0903  LAPLACE CORR    -          4.41  (seconds)                    DEFLEC18
 EM0903  HORZ ORDER      -  THIRD
 EM0903
 EM0903.The horizontal coordinates were established by classical geodetic methods
 EM0903.and adjusted by the National Geodetic Survey in November 1994.
 EM0903
 EM0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0903
 EM0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0903.GEOID18 height accuracy estimate available here.
 EM0903
 EM0903.Click photographs - Photos may exist for this station.
 EM0903
 EM0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0903
 EM0903. The following values were computed from the NAD 83(1993) position.
 EM0903
 EM0903;                    North         East     Units Scale Factor Converg.
 EM0903;SPC OK S     -   142,363.308   477,471.938   MT  0.99993604   -0 45 30.1
 EM0903;SPC OK S     -   467,070.29  1,566,505.85   sFT  0.99993604   -0 45 30.1
 EM0903;UTM  14      - 3,829,786.552   469,192.562   MT  0.99961170   -0 11 27.1
 EM0903
 EM0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0903!SPC OK S     -   0.99993824  x   0.99993604  =   0.99987428
 EM0903!UTM  14      -   0.99993824  x   0.99961170  =   0.99954996
 EM0903
 EM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6919229786(NAD 83)
 EM0903
 EM0903                          SUPERSEDED SURVEY CONTROL
 EM0903
 EM0903  NAD 83(1986)-  34 36 34.06898(N)    099 20 09.66592(W) AD(       ) 3
 EM0903  NAD 27      -  34 36 33.81300(N)    099 20 08.35700(W) AD(       ) 3
 EM0903  NGVD 29 (07/19/86)  420.6    (m)         1380.     (f) VERT ANG       
 EM0903
 EM0903.Superseded values are not recommended for survey control.
 EM0903
 EM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0903.See file dsdata.pdf to determine how the superseded data were derived.
 EM0903
 EM0903_MARKER: 43 = RADIO/TV TOWER
 EM0903
 EM0903  HISTORY     - Date     Condition        Report By
 EM0903  HISTORY     - 1957     FIRST OBSERVED   CGS
 EM0903  HISTORY     - 1960     GOOD             CGS
 EM0903  HISTORY     - 1963     GOOD             CGS
 EM0903  HISTORY     - 1983     GOOD             NGS
 EM0903
 EM0903                          STATION DESCRIPTION
 EM0903
 EM0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0903'THIS INTERSECTION STATION IS A T.V. TOWER 275 FEET HIGH,
 EM0903'1.6 MILES SOUTH OF THE COURT HOUSE SQUARE IN ALTUS AND 0.1
 EM0903'MILE WEST OF U.S. HIGHWAY NO. 283.  IT IS ON LEVEL GROUND,
 EM0903'A CULTIVATED AREA ABOUT 100 YARDS NORTH OF A DIRT ROAD LEADING
 EM0903'WEST FROM THE HIGHWAY, ON GROUND ELEVATION APPROXIMATELY
 EM0903'1380 FEET.
 EM0903
 EM0903                          STATION RECOVERY (1960)
 EM0903
 EM0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0903'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF ALTUS, 0.1
 EM0903'MILE WEST OF U.S. HIGHWAY 283.
 EM0903'
 EM0903'THE MAST IS A SLENDER, ORANGE AND WHITE PAINTED, GUYED STEEL
 EM0903'STRUCTURE ABOUT 300 FEET IN HEIGHT.
 EM0903'
 EM0903'THE LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
 EM0903'
 EM0903'FORMERLY LISTED AS ALTUS VIDEO TOWER, 1957.
 EM0903
 EM0903                          STATION RECOVERY (1963)
 EM0903
 EM0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0903'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF ALTUS, 0.1
 EM0903'MILE WEST OF U.S. HIGHWAY 283.
 EM0903'
 EM0903'THE MAST IS A SLENDER, ORANGE AND WHITE PAINTED, GUYED STEEL
 EM0903'STRUCTURE ABOUT 300 FEET IN HEIGHT.
 EM0903'
 EM0903'THE LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
 EM0903'
 EM0903'FORMERLY LISTED AS ALTUS VIDEO TOWER, 1957.
 EM0903'
 EM0903'THE STATION RECOVERED AS DESCRIBED.  EXCEPT THAT IT IS LOCATED
 EM0903'2.0 MILES SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE
 EM0903'SQUARE IN ALTUS AND 0.1 MILE WEST OF U.S. HIGHWAY 283.
 EM0903
 EM0903                          STATION RECOVERY (1983)
 EM0903
 EM0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EM0903'RECOVERED AS DESCRIBED.
 EM0903'
 EM0903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 EM0903'ALTUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1057 ***********************************************************************
 EM1057  DESIGNATION -  ALTUSPORT
 EM1057  PID         -  EM1057
 EM1057  STATE/COUNTY-  OK/JACKSON
 EM1057  COUNTRY     -  US
 EM1057  USGS QUAD   -  ALTUS (2018)
 EM1057
 EM1057                         *CURRENT SURVEY CONTROL
 EM1057  ______________________________________________________________________
 EM1057* NAD 83(1993) POSITION- 34 42 17.58698(N) 099 20 19.68002(W)   ADJUSTED
 EM1057* NAD 83(1993) ELLIP HT-   407.674 (meters)        (11/28/94)   ADJUSTED
 EM1057* NAVD 88 ORTHO HEIGHT -   434.2   (meters)     1425.    (feet) VERTCON3
 EM1057  ______________________________________________________________________
 EM1057  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 EM1057  NAD 83(1993) X  -   -851,842.592 (meters)                     COMP
 EM1057  NAD 83(1993) Y  - -5,179,895.176 (meters)                     COMP
 EM1057  NAD 83(1993) Z  -  3,611,232.229 (meters)                     COMP
 EM1057  LAPLACE CORR    -          5.13  (seconds)                    DEFLEC18
 EM1057  HORZ ORDER      -  SECOND
 EM1057  ELLP ORDER      -  FIFTH     CLASS I
 EM1057
 EM1057.This mark is at Altus Airport (AXS)
 EM1057
 EM1057.The horizontal coordinates were established by GPS observations
 EM1057.and adjusted by the National Geodetic Survey in November 1994.
 EM1057
 EM1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1057
 EM1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1057.GEOID18 height accuracy estimate available here.
 EM1057
 EM1057.Click photographs - Photos may exist for this station.
 EM1057
 EM1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1057
 EM1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1057
 EM1057.The ellipsoidal height was determined by GPS observations
 EM1057.and is referenced to NAD 83.
 EM1057
 EM1057. The following values were computed from the NAD 83(1993) position.
 EM1057
 EM1057;                    North         East     Units Scale Factor Converg.
 EM1057;SPC OK S     -   152,950.838   477,357.407   MT  0.99993815   -0 45 35.7
 EM1057;SPC OK S     -   501,806.21  1,566,130.09   sFT  0.99993815   -0 45 35.7
 EM1057;UTM  14      - 3,840,368.988   468,973.287   MT  0.99961186   -0 11 34.4
 EM1057
 EM1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1057!SPC OK S     -   0.99993601  x   0.99993815  =   0.99987416
 EM1057!UTM  14      -   0.99993601  x   0.99961186  =   0.99954790
 EM1057
 EM1057:                Primary Azimuth Mark                     Grid Az
 EM1057:SPC OK S     -  JACKSON                                  116 13 09.3
 EM1057:UTM  14      -  JACKSON                                  115 39 08.0
 EM1057
 EM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6897340368(NAD 83)
 EM1057
 EM1057|---------------------------------------------------------------------|
 EM1057| PID    Reference Object                     Distance      Geod. Az  |
 EM1057|                                                           dddmmss.s |
 EM1057| EM0893 JACKSON                             424.688 METERS 1152733.6 |
 EM1057|---------------------------------------------------------------------|
 EM1057
 EM1057                          SUPERSEDED SURVEY CONTROL
 EM1057
 EM1057  NAD 83(1986)-  34 42 17.59375(N)    099 20 19.67462(W) AD(       ) 2
 EM1057  NGVD 29 (11/30/89)  434.0    (m)  RAPSU86  model used  GPS OBS        
 EM1057
 EM1057.Superseded values are not recommended for survey control.
 EM1057
 EM1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1057.See file dsdata.pdf to determine how the superseded data were derived.
 EM1057
 EM1057_MARKER: I = METAL ROD
 EM1057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1057_STAMPING: ALTUSPORT 1989
 EM1057_MARK LOGO: NGS
 EM1057_PROJECTION: FLUSH
 EM1057_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1057+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 EM1057_ROD/PIPE-DEPTH: 5.3 meters
 EM1057_SLEEVE-DEPTH  : 1.0 meters
 EM1057
 EM1057  HISTORY     - Date     Condition        Report By
 EM1057  HISTORY     - 1989     MONUMENTED       NGS
 EM1057  HISTORY     - 20030625 GOOD             ALMLS
 EM1057
 EM1057                          STATION DESCRIPTION
 EM1057
 EM1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1057'THE STATION IS LOCATED ABOUT 21.6 KM (13.40 MI) EAST-NORTHEAST OF
 EM1057'DUKE, 9.1 KM (5.65 MI) SOUTH OF BLAIR, AND 6.6 KM (4.10 MI) NORTH OF
 EM1057'ALTUS, AT THE ALTUS MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR
 EM1057'THE NORTH END OF THE SINGLE CONCRETE RUNWAY.  OWNERSHIP--CITY OF
 EM1057'ALTUS, C/O AIRPORT MANAGER BILL ADUDDELL, P O BOX 8140, ALTUS OK
 EM1057'73521.  PHONE (405) 482-8833 OR HOME (405) 477-1003.
 EM1057'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 62 AND 283 IN
 EM1057'ALTUS, GO NORTH FOR 6.6 KM (4.10 MI) ON HIGHWAY 283 TO A PAVED ROAD ON
 EM1057'THE LEFT.  TURN LEFT AND GO WEST THEN NORTH FOR 0.1 KM (0.05 MI) ON
 EM1057'THE AIRPORT ENTRANCE ROAD PASSING THE OFFICE ON THE LEFT TO A GATE.
 EM1057'CONTINUE NORTH FOR 30 METERS ON THE ROAD PASSING THROUGH THE GATE TO A
 EM1057'TAXIWAY AND APRON.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 EM1057'CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTH FOR
 EM1057'0.7 KM (0.45 MI) ON THE PARALLEL TAXIWAY TO A CONNECTING TAXIWAY.
 EM1057'TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 EM1057'TO THE STATION ON THE WEST SIDE OF THE RUNWAY.
 EM1057'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EM1057'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.3 METERS IN A GREASE
 EM1057'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1057'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1057'20.0 M (65.6 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE RUNWAY,
 EM1057'16.9 M (55.4 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 3.2 M
 EM1057'(10.5 FT) SOUTH FROM THE EXTENDED CENTERLINE OF THE CONNECTING
 EM1057'TAXIWAY, AND 0.7 M (2.3 FT) EAST FROM A FIBERGLASS WITNESS POST.
 EM1057'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 EM1057
 EM1057                          STATION RECOVERY (2003)
 EM1057
 EM1057'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EM1057'MARKER FOUND AS DESCIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0608 ***********************************************************************
 GJ0608  DESIGNATION -  ALVA
 GJ0608  PID         -  GJ0608
 GJ0608  STATE/COUNTY-  OK/WOODS
 GJ0608  COUNTRY     -  US
 GJ0608  USGS QUAD   -  ALVA (2018)
 GJ0608
 GJ0608                         *CURRENT SURVEY CONTROL
 GJ0608  ______________________________________________________________________
 GJ0608* NAD 83(1997) POSITION- 36 47 51.23568(N) 098 40 47.78709(W)   ADJUSTED
 GJ0608* NAVD 88 ORTHO HEIGHT -   445.18  (+/-2cm)     1460.6   (feet) VERTCON3
 GJ0608  ______________________________________________________________________
 GJ0608  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 GJ0608  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GJ0608  HORZ ORDER      -  FIRST
 GJ0608  VERT ORDER      -  THIRD ? (See Below)
 GJ0608
 GJ0608.The horizontal coordinates were established by classical geodetic methods
 GJ0608.and adjusted by the National Geodetic Survey in October 1998.
 GJ0608
 GJ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0608
 GJ0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0608.GEOID18 height accuracy estimate available here.
 GJ0608
 GJ0608.The vertical order pertains to the NGVD 29 superseded value.
 GJ0608
 GJ0608.Click photographs - Photos may exist for this station.
 GJ0608
 GJ0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0608
 GJ0608. The following values were computed from the NAD 83(1997) position.
 GJ0608
 GJ0608;                    North         East     Units Scale Factor Converg.
 GJ0608;SPC OK N     -   199,664.651   539,317.405   MT  1.00000578   -0 24 04.6
 GJ0608;SPC OK N     -   655,066.44  1,769,410.52   sFT  1.00000578   -0 24 04.6
 GJ0608;UTM  14      - 4,072,463.803   528,552.962   MT  0.99961004   +0 11 30.2
 GJ0608
 GJ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0608!SPC OK N     -   0.99993458  x   1.00000578  =   0.99994036
 GJ0608!UTM  14      -   0.99993458  x   0.99961004  =   0.99954464
 GJ0608
 GJ0608:                Primary Azimuth Mark                     Grid Az
 GJ0608:SPC OK N     -  ALVA AZ MK 2                             109 06 13.3
 GJ0608:UTM  14      -  ALVA AZ MK 2                             108 30 38.5
 GJ0608
 GJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2855272463(NAD 83)
 GJ0608
 GJ0608|---------------------------------------------------------------------|
 GJ0608| PID    Reference Object                     Distance      Geod. Az  |
 GJ0608|                                                           dddmmss.s |
 GJ0608| GJ0606 ALVA EVANG LUTH ZION CH CROSS       APPROX. 1.6 KM 0844602.0 |
 GJ0608| GJ0601 ASHLEY FARMERS CO OP ELEVATOR       APPROX.13.9 KM 0865135.5 |
 GJ0608| GJ0603 ALVA SILVER TANK                    APPROX. 1.2 KM 1000856.7 |
 GJ0608| CK8793 ALVA AZ MK                                         1001154.3 |
 GJ0608| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX. 5.3 KM 1080258.9 |
 GJ0608| CK8794 ALVA AZ MK 2                                       1084208.7 |
 GJ0608| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX. 1.3 KM 1301926.3 |
 GJ0608| GJ0613 ALVA NORTH MUN WATER TANK            16.771 METERS 16538     |
 GJ0608| CK8795 ALVA RM 1                            34.280 METERS 20348     |
 GJ0608| CK8796 ALVA RM 2                            14.416 METERS 23506     |
 GJ0608|---------------------------------------------------------------------|
 GJ0608
 GJ0608                          SUPERSEDED SURVEY CONTROL
 GJ0608
 GJ0608  NAD 83(1993)-  36 47 51.23589(N)    098 40 47.78760(W) AD(       ) 1
 GJ0608  NAD 83(1986)-  36 47 51.23974(N)    098 40 47.77562(W) AD(       ) 1
 GJ0608  NAD 27      -  36 47 51.12894(N)    098 40 46.47051(W) AD(       ) 1
 GJ0608  NGVD 29 (07/19/86)  444.99   (m)         1459.9    (f) LEVELING    3  
 GJ0608
 GJ0608.Superseded values are not recommended for survey control.
 GJ0608
 GJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0608.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0608
 GJ0608_MARKER: DS = TRIANGULATION STATION DISK
 GJ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0608_STAMPING: ALVA 1934
 GJ0608_MARK LOGO: CGS
 GJ0608_PROJECTION: RECESSED 36 CENTIMETERS
 GJ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0608+STABILITY: SURFACE MOTION
 GJ0608
 GJ0608  HISTORY     - Date     Condition        Report By
 GJ0608  HISTORY     - 1934     MONUMENTED       CGS
 GJ0608  HISTORY     - 1951     GOOD             CGS
 GJ0608
 GJ0608                          STATION DESCRIPTION
 GJ0608
 GJ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0608'STATION IS LOCATED ON THE WEST SIDE OF THE TOWN OF ALVA, 1/2
 GJ0608'BLOCK SOUTH OF THE CITY HOSPITAL, ABOUT 160 FEET WEST OF
 GJ0608'CAMP ALVA FILLING STATION ON THE NORTH EDGE OF A 20-FOOT CUT IN
 GJ0608'U.S. HIGHWAY 64, IN NORTHWEST QUARTER OF SEC. 26, T. 27 N.,
 GJ0608'R. 14 W., ON THE NORTH EDGE OF A WHEAT FIELD, 34-1/2 FEET
 GJ0608'EAST-SOUTHEAST OF FENCE CORNER, 5 FEET SOUTH OF SOUTH
 GJ0608'RIGHT-OF-WAY FENCE LINE OF U.S. HIGHWAY 64.  MARK IS 14
 GJ0608'INCHES UNDERGROUND.
 GJ0608'
 GJ0608'REFERENCE MARK NO. 1 IS 34.288 METERS (112.49 FEET)
 GJ0608'SOUTH-SOUTHWEST OF STATION SET IN NORTH-SOUTH FENCE LINE ON
 GJ0608'WEST SIDE OF WHEAT FIELD AND IS 23.208 METERS (76.14 FEET) DUE
 GJ0608'SOUTH OF REFERENCE MARK NO. 2.
 GJ0608'
 GJ0608'REFERENCE MARK NO. 2 IS 14.428 METERS (47.34 FEET)
 GJ0608'SOUTHWEST OF STATION AND SET IN ABOVE-MENTIONED FENCE LINE.
 GJ0608'
 GJ0608'AZIMUTH MARK IS DISTANT 0.75 MILE TO EASTWARD.  REACHED BY
 GJ0608'GOING EAST ON U.S. HIGHWAY 64 FOR 0.7 MILE TO NORTHWESTERN
 GJ0608'STATE TEACHERS COLLEGE.  MARK IS SOUTH OF COLLEGE
 GJ0608'BUILDINGS BETWEEN WEST LEGS OF TALL SILVER TANK WHICH IS JUST
 GJ0608'NORTH OF FOOTBALL FIELD.  MARK IS 64 FEET NORTH OF FOOTBALL
 GJ0608'FIELD FENCE, 13 FEET NORTH OF SOUTHWEST TANK LEG, 14 FEET
 GJ0608'SOUTH OF NORTHWEST TANK LEG, 14 FEET WEST OF FEED PIPE, 30 FEET
 GJ0608'SOUTHWEST OF NORTHEAST TANK LEG, AND 30 FEET NORTHWEST OF
 GJ0608'SOUTHEAST TANK LEG.
 GJ0608'
 GJ0608'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0608
 GJ0608                          STATION RECOVERY (1951)
 GJ0608
 GJ0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0608'THE STATION,  REFERENCE MARK NUMBER 1 AND
 GJ0608'REFERENCE MARK NUMBER 2 WERE RECOVERED AND ARE IN
 GJ0608'GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK HAS BEEN DESTROYED
 GJ0608'AND A NEW ONE WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 GJ0608'DESCRIPTION-
 GJ0608'
 GJ0608'THE STATION IS LOCATED ALONG U.S. HIGHWAY 64 NEAR THE WEST END
 GJ0608'OF ALVA, AT THE SITE OF THE NORTH MUNICIPAL WATER TANK.  IT IS
 GJ0608'SITUATED NEAR THE NORTH EDGE OF A CUT BANK, 2 FEET SOUTH OF A
 GJ0608'WITNESS POST, AND IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 GJ0608'THE DISK IS STAMPED ALVA 1934.
 GJ0608'
 GJ0608'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE, 6 FEET SOUTH OF A
 GJ0608'FENCE CORNER.  IT IS STAMPED ALVA NO 1 1934 AND PROJECTS 2
 GJ0608'INCHES.
 GJ0608'
 GJ0608'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE.  IT IS STAMPED ALVA
 GJ0608'NO 2 1934 AND PROJECTS 1 INCH.
 GJ0608'
 GJ0608'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 GJ0608'NUMBER 2 IS 76.15 FEET.
 GJ0608'
 GJ0608'THE AZIMUTH MARK IS LOCATED AT SOUTH EDGE OF THE OKLAHOMA
 GJ0608'NORTHWESTERN STATE TEACHERS COLLEGE FOOTBALL FIELD.  IT IS 35
 GJ0608'FEET NORTH FROM THE CENTER OF THE STREET AND IS JUST SOUTH OF THE
 GJ0608'FIELD FENCE.  IT IS STAMPED ALVA 1951 AND PROJECTS 2 INCHES
 GJ0608'ABOVE THE GROUND.  TO REACH THE MARK FROM THE STATION, GO EAST
 GJ0608'ON U.S. HIGHWAY 64 FOR 0.45 MILE, TURN RIGHT AND GO SOUTH FOR
 GJ0608'0.25 MILE TO A CROSSSTREET, TURN LEFT AND GO EAST FOR 0.2 MILE
 GJ0608'TO THE FIELD AND THE MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0604 ***********************************************************************
 GJ0604  DESIGNATION -  ALVA CITY HALL FLAGPOLE
 GJ0604  PID         -  GJ0604
 GJ0604  STATE/COUNTY-  OK/WOODS
 GJ0604  COUNTRY     -  US
 GJ0604  USGS QUAD   -  ALVA (2018)
 GJ0604
 GJ0604                         *CURRENT SURVEY CONTROL
 GJ0604  ______________________________________________________________________
 GJ0604* NAD 83(1997) POSITION- 36 48 15.78869(N) 098 39 50.38987(W)   ADJUSTED
 GJ0604  ______________________________________________________________________
 GJ0604  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 GJ0604  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 GJ0604  HORZ ORDER      -  THIRD
 GJ0604
 GJ0604.The horizontal coordinates were established by classical geodetic methods
 GJ0604.and adjusted by the National Geodetic Survey in October 1998.
 GJ0604
 GJ0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0604.GEOID18 height accuracy estimate available here.
 GJ0604
 GJ0604.Click photographs - Photos may exist for this station.
 GJ0604
 GJ0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0604
 GJ0604. The following values were computed from the NAD 83(1997) position.
 GJ0604
 GJ0604;                    North         East     Units Scale Factor Converg.
 GJ0604;SPC OK N     -   200,411.663   540,745.482   MT  1.00000710   -0 23 30.7
 GJ0604;SPC OK N     -   657,517.26  1,774,095.80   sFT  1.00000710   -0 23 30.7
 GJ0604;UTM  14      - 4,073,225.255   529,972.668   MT  0.99961107   +0 12 04.7
 GJ0604
 GJ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2997273225(NAD 83)
 GJ0604
 GJ0604                          SUPERSEDED SURVEY CONTROL
 GJ0604
 GJ0604  NAD 83(1993)-  36 48 15.78891(N)    098 39 50.39045(W) AD(       ) 3
 GJ0604  NAD 83(1986)-  36 48 15.79286(N)    098 39 50.37852(W) AD(       ) 3
 GJ0604  NAD 27      -  36 48 15.67000(N)    098 39 49.09000(W) AD(       ) 3
 GJ0604
 GJ0604.Superseded values are not recommended for survey control.
 GJ0604
 GJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0604.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0604
 GJ0604_MARKER: 62 = FLAGPOLE
 GJ0604
 GJ0604  HISTORY     - Date     Condition        Report By
 GJ0604  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0604
 GJ0604                          STATION DESCRIPTION
 GJ0604
 GJ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0604'POINT OBSERVED UPON IS THE BASE OF FLAG POLE ON BELFRY OF
 GJ0604'CITY HALL LOCATED IN EAST CENTRAL PORTION OF COURTHOUSE
 GJ0604'SQUARE IN ALVA.
 GJ0604'
 GJ0604'STATION OBSERVED UPON FROM COLE AND SMELLAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0609 ***********************************************************************
 GJ0609  DESIGNATION -  ALVA COUNTY COURTHOUSE DOME
 GJ0609  PID         -  GJ0609
 GJ0609  STATE/COUNTY-  OK/WOODS
 GJ0609  COUNTRY     -  US
 GJ0609  USGS QUAD   -  ALVA (2018)
 GJ0609
 GJ0609                         *CURRENT SURVEY CONTROL
 GJ0609  ______________________________________________________________________
 GJ0609* NAD 83(1997) POSITION- 36 48 15.53548(N) 098 39 54.57710(W)   ADJUSTED
 GJ0609  ______________________________________________________________________
 GJ0609  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 GJ0609  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 GJ0609  HORZ ORDER      -  THIRD
 GJ0609
 GJ0609.The horizontal coordinates were established by classical geodetic methods
 GJ0609.and adjusted by the National Geodetic Survey in October 1998.
 GJ0609
 GJ0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0609.GEOID18 height accuracy estimate available here.
 GJ0609
 GJ0609.Click photographs - Photos may exist for this station.
 GJ0609
 GJ0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0609
 GJ0609. The following values were computed from the NAD 83(1997) position.
 GJ0609
 GJ0609;                    North         East     Units Scale Factor Converg.
 GJ0609;SPC OK N     -   200,404.568   540,641.634   MT  1.00000709   -0 23 33.2
 GJ0609;SPC OK N     -   657,493.99  1,773,755.09   sFT  1.00000709   -0 23 33.2
 GJ0609;UTM  14      - 4,073,217.088   529,868.941   MT  0.99961099   +0 12 02.2
 GJ0609
 GJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2986873217(NAD 83)
 GJ0609
 GJ0609                          SUPERSEDED SURVEY CONTROL
 GJ0609
 GJ0609  NAD 83(1993)-  36 48 15.53566(N)    098 39 54.57761(W) AD(       ) 3
 GJ0609  NAD 83(1986)-  36 48 15.53966(N)    098 39 54.56573(W) AD(       ) 3
 GJ0609  NAD 27      -  36 48 15.43069(N)    098 39 53.26408(W) AD(       ) 3
 GJ0609
 GJ0609.Superseded values are not recommended for survey control.
 GJ0609
 GJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0609.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0609
 GJ0609_MARKER: 87 = DOME
 GJ0609
 GJ0609  HISTORY     - Date     Condition        Report By
 GJ0609  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0609  HISTORY     - 1951     GOOD             CGS
 GJ0609
 GJ0609                          STATION DESCRIPTION
 GJ0609
 GJ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0609'POINT OBSERVED UPON IS THE BASE OF FLAG POLE ATOP DOME OF THE
 GJ0609'WOODS COUNTY COURTHOUSE.  A RED BRICK STRUCTURE LOCATED
 GJ0609'IN THE CENTER OF COURTHOUSE SQUARE.
 GJ0609'
 GJ0609'STATION OBSERVED UPON FROM SMELLAGE AND COLE.
 GJ0609
 GJ0609                          STATION RECOVERY (1951)
 GJ0609
 GJ0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0609'THE STATION IS LOCATED IN THE CENTER OF THE BUSINESS DISTRICT
 GJ0609'IN ALVA.  IT IS A ROUND CONCRETE DOME ATOP THE CENTER OF THE
 GJ0609'COURTHOUSE AND HAS AN OVERALL HEIGHT OF 100 FEET.
 GJ0609'
 GJ0609'THE POINT OBSERVED WAS A FLAGPOLE ON TOP OF THE DOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0606 ***********************************************************************
 GJ0606  DESIGNATION -  ALVA EVANG LUTH ZION CH CROSS
 GJ0606  PID         -  GJ0606
 GJ0606  STATE/COUNTY-  OK/WOODS
 GJ0606  COUNTRY     -  US
 GJ0606  USGS QUAD   -  ALVA (2018)
 GJ0606
 GJ0606                         *CURRENT SURVEY CONTROL
 GJ0606  ______________________________________________________________________
 GJ0606* NAD 83(1997) POSITION- 36 47 56.06239(N) 098 39 42.18483(W)   ADJUSTED
 GJ0606  ______________________________________________________________________
 GJ0606  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0606  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 GJ0606  HORZ ORDER      -  THIRD
 GJ0606
 GJ0606.The horizontal coordinates were established by classical geodetic methods
 GJ0606.and adjusted by the National Geodetic Survey in October 1998.
 GJ0606
 GJ0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0606.GEOID18 height accuracy estimate available here.
 GJ0606
 GJ0606.Click photographs - Photos may exist for this station.
 GJ0606
 GJ0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0606
 GJ0606. The following values were computed from the NAD 83(1997) position.
 GJ0606
 GJ0606;                    North         East     Units Scale Factor Converg.
 GJ0606;SPC OK N     -   199,802.199   540,944.726   MT  1.00000604   -0 23 25.8
 GJ0606;SPC OK N     -   655,517.71  1,774,749.49   sFT  1.00000604   -0 23 25.8
 GJ0606;UTM  14      - 4,072,618.127   530,178.130   MT  0.99961122   +0 12 09.5
 GJ0606
 GJ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3017872618(NAD 83)
 GJ0606
 GJ0606                          SUPERSEDED SURVEY CONTROL
 GJ0606
 GJ0606  NAD 83(1993)-  36 47 56.06259(N)    098 39 42.18533(W) AD(       ) 3
 GJ0606  NAD 83(1986)-  36 47 56.06656(N)    098 39 42.17343(W) AD(       ) 3
 GJ0606  NAD 27      -  36 47 55.95622(N)    098 39 40.87341(W) AD(       ) 3
 GJ0606
 GJ0606.Superseded values are not recommended for survey control.
 GJ0606
 GJ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0606.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0606
 GJ0606_MARKER: 91 = CHURCH CROSS
 GJ0606
 GJ0606  HISTORY     - Date     Condition        Report By
 GJ0606  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0606
 GJ0606                          STATION DESCRIPTION
 GJ0606
 GJ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0606'POINT OBSERVED UPON IS THE TIP OF CROSS ON THE EVANGELICAL
 GJ0606'LUTHERAN ZION CHURCH ERECTED IN 1911.  CHURCH IS A RED BRICK
 GJ0606'STRUCTURE LOCATED ON NORTHEAST CORNER OF THIRD STREET AND MAPLE
 GJ0606'AVENUE.
 GJ0606'
 GJ0606'STATION OBSERVED UPON FROM SMELLAGE, ALVA AND COLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0611 ***********************************************************************
 GJ0611  DESIGNATION -  ALVA MUN AIRPORT BEACON
 GJ0611  PID         -  GJ0611
 GJ0611  STATE/COUNTY-  OK/WOODS
 GJ0611  COUNTRY     -  US
 GJ0611  USGS QUAD   -  ALVA (2018)
 GJ0611
 GJ0611                         *CURRENT SURVEY CONTROL
 GJ0611  ______________________________________________________________________
 GJ0611* NAD 83(1997) POSITION- 36 46 35.24696(N) 098 40 03.46407(W)   ADJUSTED
 GJ0611  ______________________________________________________________________
 GJ0611  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 GJ0611  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 GJ0611  HORZ ORDER      -  THIRD
 GJ0611
 GJ0611.This mark is at Alva Airport (3K1)
 GJ0611
 GJ0611.The horizontal coordinates were established by classical geodetic methods
 GJ0611.and adjusted by the National Geodetic Survey in October 1998.
 GJ0611
 GJ0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0611.GEOID18 height accuracy estimate available here.
 GJ0611
 GJ0611.Click photographs - Photos may exist for this station.
 GJ0611
 GJ0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0611
 GJ0611. The following values were computed from the NAD 83(1997) position.
 GJ0611
 GJ0611;                    North         East     Units Scale Factor Converg.
 GJ0611;SPC OK N     -   197,314.642   540,400.083   MT  1.00000180   -0 23 38.4
 GJ0611;SPC OK N     -   647,356.45  1,772,962.61   sFT  1.00000180   -0 23 38.4
 GJ0611;UTM  14      - 4,070,126.045   529,659.468   MT  0.99961084   +0 11 56.4
 GJ0611
 GJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2965970126(NAD 83)
 GJ0611
 GJ0611                          SUPERSEDED SURVEY CONTROL
 GJ0611
 GJ0611  NAD 83(1993)-  36 46 35.24703(N)    098 40 03.46451(W) AD(       ) 3
 GJ0611  NAD 83(1986)-  36 46 35.25106(N)    098 40 03.45252(W) AD(       ) 3
 GJ0611  NAD 27      -  36 46 35.13737(N)    098 40 02.14882(W) AD(       ) 3
 GJ0611
 GJ0611.Superseded values are not recommended for survey control.
 GJ0611
 GJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0611.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0611
 GJ0611_MARKER: 21 = AIRPORT BEACON
 GJ0611
 GJ0611  HISTORY     - Date     Condition        Report By
 GJ0611  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0611
 GJ0611                          STATION DESCRIPTION
 GJ0611
 GJ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0611'THE STATION IS LOCATED 1-1/2 MILES SOUTH OF ALVA AND 0.1 MILE WEST
 GJ0611'OF U. S. HIGHWAY 281.  IT IS SITUATED WITHIN THE CENTER OF A CIRCLE
 GJ0611'DRIVE, 90 FEET EAST OF THE AIRPORT DEPOT.
 GJ0611'
 GJ0611'IT IS A AIRPORT BEACON THAT IS MOUNTED ON A WOODEN POLE AND HAS AN
 GJ0611'OVER ALL HEIGHT OF 40 FEET.  THE LIGHT HAS A GREEN FLASHER.  THE
 GJ0611'BEACON LIGHT WAS OBSERVED.
 GJ0611'
 GJ0611'TO REACH THE STATION FROM THE NORTHWESTERN TEACHERS COLLEGE IN ALVA,
 GJ0611'GO SOUTH ON U. S. HIGHWAY 281 FOR 1.6 MILES TO THE AIRPORT AND
 GJ0611'BEACON ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0613 ***********************************************************************
 GJ0613  DESIGNATION -  ALVA NORTH MUN WATER TANK
 GJ0613  PID         -  GJ0613
 GJ0613  STATE/COUNTY-  OK/WOODS
 GJ0613  COUNTRY     -  US
 GJ0613  USGS QUAD   -  ALVA (2018)
 GJ0613
 GJ0613                         *CURRENT SURVEY CONTROL
 GJ0613  ______________________________________________________________________
 GJ0613* NAD 83(1997) POSITION- 36 47 50.70865(N) 098 40 47.61921(W)   ADJUSTED
 GJ0613  ______________________________________________________________________
 GJ0613  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 GJ0613  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GJ0613  HORZ ORDER      -  THIRD
 GJ0613
 GJ0613.The horizontal coordinates were established by classical geodetic methods
 GJ0613.and adjusted by the National Geodetic Survey in October 1998.
 GJ0613
 GJ0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0613.GEOID18 height accuracy estimate available here.
 GJ0613
 GJ0613.Click photographs - Photos may exist for this station.
 GJ0613
 GJ0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0613
 GJ0613. The following values were computed from the NAD 83(1997) position.
 GJ0613
 GJ0613;                    North         East     Units Scale Factor Converg.
 GJ0613;SPC OK N     -   199,648.376   539,321.453   MT  1.00000576   -0 24 04.5
 GJ0613;SPC OK N     -   655,013.05  1,769,423.80   sFT  1.00000576   -0 24 04.5
 GJ0613;UTM  14      - 4,072,447.577   528,557.177   MT  0.99961005   +0 11 30.3
 GJ0613
 GJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2855772447(NAD 83)
 GJ0613
 GJ0613                          SUPERSEDED SURVEY CONTROL
 GJ0613
 GJ0613  NAD 83(1993)-  36 47 50.70885(N)    098 40 47.61971(W) AD(       ) 3
 GJ0613  NAD 83(1986)-  36 47 50.71270(N)    098 40 47.60773(W) AD(       ) 3
 GJ0613
 GJ0613.Superseded values are not recommended for survey control.
 GJ0613
 GJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0613.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0613
 GJ0613_MARKER: 51 = TANK
 GJ0613
 GJ0613  HISTORY     - Date     Condition        Report By
 GJ0613  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0613
 GJ0613                          STATION DESCRIPTION
 GJ0613
 GJ0613'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0603 ***********************************************************************
 GJ0603  DESIGNATION -  ALVA SILVER TANK
 GJ0603  PID         -  GJ0603
 GJ0603  STATE/COUNTY-  OK/WOODS
 GJ0603  COUNTRY     -  US
 GJ0603  USGS QUAD   -  ALVA (2018)
 GJ0603
 GJ0603                         *CURRENT SURVEY CONTROL
 GJ0603  ______________________________________________________________________
 GJ0603* NAD 83(1997) POSITION- 36 47 44.26084(N) 098 39 59.35875(W)   ADJUSTED
 GJ0603  ______________________________________________________________________
 GJ0603  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 GJ0603  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 GJ0603  HORZ ORDER      -  THIRD
 GJ0603
 GJ0603.The horizontal coordinates were established by classical geodetic methods
 GJ0603.and adjusted by the National Geodetic Survey in October 1998.
 GJ0603
 GJ0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0603.GEOID18 height accuracy estimate available here.
 GJ0603
 GJ0603.Click photographs - Photos may exist for this station.
 GJ0603
 GJ0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0603
 GJ0603. The following values were computed from the NAD 83(1997) position.
 GJ0603
 GJ0603;                    North         East     Units Scale Factor Converg.
 GJ0603;SPC OK N     -   199,441.323   540,516.487   MT  1.00000541   -0 23 36.0
 GJ0603;SPC OK N     -   654,333.74  1,773,344.51   sFT  1.00000541   -0 23 36.0
 GJ0603;UTM  14      - 4,072,252.981   529,753.817   MT  0.99961091   +0 11 59.1
 GJ0603
 GJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2975372252(NAD 83)
 GJ0603
 GJ0603                          SUPERSEDED SURVEY CONTROL
 GJ0603
 GJ0603  NAD 83(1993)-  36 47 44.26102(N)    098 39 59.35923(W) AD(       ) 3
 GJ0603  NAD 83(1986)-  36 47 44.26503(N)    098 39 59.34733(W) AD(       ) 3
 GJ0603  NAD 27      -  36 47 44.15457(N)    098 39 58.04319(W) AD(       ) 3
 GJ0603
 GJ0603.Superseded values are not recommended for survey control.
 GJ0603
 GJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0603.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0603
 GJ0603_MARKER: 53 = ELEVATED TANK
 GJ0603
 GJ0603  HISTORY     - Date     Condition        Report By
 GJ0603  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0603
 GJ0603                          STATION DESCRIPTION
 GJ0603
 GJ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0603'POINT OBSERVED UPON IS THE FINIAL ATOP THE 100-FOOT SILVER
 GJ0603'MUNICIPAL WATER TANK LOCATED ON NORTHWESTERN STATE TEACHERS
 GJ0603'COLLEGE CAMPUS NEAR NORTHEAST CORNER OF FOOTBALL FIELD.
 GJ0603'
 GJ0603'STATION OBSERVED UPON FROM DREYER, SMELLAGE, BURNS, ALVA AND COLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0754 ***********************************************************************
 GJ0754  DESIGNATION -  ALVAPORT
 GJ0754  PID         -  GJ0754
 GJ0754  STATE/COUNTY-  OK/WOODS
 GJ0754  COUNTRY     -  US
 GJ0754  USGS QUAD   -  ALVA (2018)
 GJ0754
 GJ0754                         *CURRENT SURVEY CONTROL
 GJ0754  ______________________________________________________________________
 GJ0754* NAD 83(1997) POSITION- 36 46 31.04041(N) 098 40 07.20415(W)   ADJUSTED
 GJ0754* NAD 83(1997) ELLIP HT-   419.384 (meters)        (10/02/98)   ADJUSTED
 GJ0754* NAVD 88 ORTHO HEIGHT -   447.5   (meters)     1468.    (feet) VERTCON3
 GJ0754  ______________________________________________________________________
 GJ0754  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 GJ0754  NAD 83(1997) X  -   -770,978.892 (meters)                     COMP
 GJ0754  NAD 83(1997) Y  - -5,056,862.835 (meters)                     COMP
 GJ0754  NAD 83(1997) Z  -  3,797,698.946 (meters)                     COMP
 GJ0754  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 GJ0754  HORZ ORDER      -  SECOND
 GJ0754  ELLP ORDER      -  FOURTH    CLASS I
 GJ0754
 GJ0754.This mark is at Alva Airport (3K1)
 GJ0754
 GJ0754.The horizontal coordinates were established by GPS observations
 GJ0754.and adjusted by the National Geodetic Survey in October 1998.
 GJ0754
 GJ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0754
 GJ0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0754.GEOID18 height accuracy estimate available here.
 GJ0754
 GJ0754.Click photographs - Photos may exist for this station.
 GJ0754
 GJ0754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0754
 GJ0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0754
 GJ0754.The ellipsoidal height was determined by GPS observations
 GJ0754.and is referenced to NAD 83.
 GJ0754
 GJ0754. The following values were computed from the NAD 83(1997) position.
 GJ0754
 GJ0754;                    North         East     Units Scale Factor Converg.
 GJ0754;SPC OK N     -   197,185.612   540,306.446   MT  1.00000158   -0 23 40.6
 GJ0754;SPC OK N     -   646,933.13  1,772,655.40   sFT  1.00000158   -0 23 40.6
 GJ0754;UTM  14      - 4,069,996.104   529,567.208   MT  0.99961077   +0 11 54.1
 GJ0754
 GJ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0754!SPC OK N     -   0.99993419  x   1.00000158  =   0.99993577
 GJ0754!UTM  14      -   0.99993419  x   0.99961077  =   0.99954498
 GJ0754
 GJ0754:                Primary Azimuth Mark                     Grid Az
 GJ0754:SPC OK N     -  ALVAPORT AZ MK                           001 29 01.4
 GJ0754:UTM  14      -  ALVAPORT AZ MK                           000 53 26.7
 GJ0754
 GJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2956769996(NAD 83)
 GJ0754
 GJ0754|---------------------------------------------------------------------|
 GJ0754| PID    Reference Object                     Distance      Geod. Az  |
 GJ0754|                                                           dddmmss.s |
 GJ0754| GJ0755 ALVAPORT AZ MK                      APPROX. 0.6 KM 0010520.8 |
 GJ0754|---------------------------------------------------------------------|
 GJ0754
 GJ0754                          SUPERSEDED SURVEY CONTROL
 GJ0754
 GJ0754  NAD 83(1993)-  36 46 31.04042(N)    098 40 07.20415(W) AD(       ) 2
 GJ0754  ELLIP H (11/28/94)  419.383  (m)                       GP(       ) 5 1
 GJ0754  NAD 83(1986)-  36 46 31.04381(N)    098 40 07.19086(W) AD(       ) 2
 GJ0754  NGVD 29 (11/30/89)  447.3    (m)  RAPSU86  model used  GPS OBS        
 GJ0754
 GJ0754.Superseded values are not recommended for survey control.
 GJ0754
 GJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0754.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0754
 GJ0754_MARKER: I = METAL ROD
 GJ0754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0754_STAMPING: ALVAPORT 1989
 GJ0754_MARK LOGO: NGS
 GJ0754_PROJECTION: FLUSH
 GJ0754_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0754+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 GJ0754_ROD/PIPE-DEPTH: 15.4 meters
 GJ0754_SLEEVE-DEPTH  : 1.0 meters
 GJ0754
 GJ0754  HISTORY     - Date     Condition        Report By
 GJ0754  HISTORY     - 1989     MONUMENTED       NGS
 GJ0754  HISTORY     - 20111017 GOOD             INDIV
 GJ0754
 GJ0754                          STATION DESCRIPTION
 GJ0754
 GJ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0754'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF ALVA, AT THE
 GJ0754'ALVA MUNICIPAL AIRPORT, IN THE SOUTH END OF THE THIRD GRASS STRIP,
 GJ0754'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY, NORTH FROM THE SOUTH END OF
 GJ0754'THE RUNWAY.  OWNERSHIP---CITY OF ALVA, C/O AIRPORT MANAGER GARY
 GJ0754'ROCKETT, MUNICIPAL AIRPORT, ALVA OK 73717.  PHONE (405) 327-9964 OR
 GJ0754'(405) 327-2898.
 GJ0754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 281
 GJ0754'SOUTH IN ALVA, GO SOUTH FOR 2.4 KM (1.50 MI) ON HIGHWAY 281 SOUTH TO A
 GJ0754'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 GJ0754'AIRPORT ENTRANCE ROAD TO A CIRCLE DRIVE.  TURN RIGHT AND GO WESTERLY
 GJ0754'ON THE CIRCLE DRIVE TO A PAVED DRIVE RIGHT AND THE AIRPORT OFFICE ON
 GJ0754'THE LEFT.  TURN RIGHT AND GO NORTH FOR 50 METERS ON THE DRIVE TO AN
 GJ0754'APRON. TURN LEFT AND GO WEST FOR 50 METERS ACROSS THE APRON TO A
 GJ0754'PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH FOR 0.2 KM (0.10 MI) ON THE
 GJ0754'PARALLEL TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE A CONNECTING
 GJ0754'TAXIWAY RIGHT.
 GJ0754'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0754'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 15.4 METERS IN A GREASE
 GJ0754'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0754'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0754'21.8 M (71.5 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 19.7 M
 GJ0754'(64.6 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY, AND 12.7 M
 GJ0754'(41.7 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING TAXIWAY.
 GJ0754'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 GJ0754
 GJ0754                          STATION RECOVERY (2011)
 GJ0754
 GJ0754'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DL)
 GJ0754'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0755 ***********************************************************************
 GJ0755  DESIGNATION -  ALVAPORT AZ MK
 GJ0755  PID         -  GJ0755
 GJ0755  STATE/COUNTY-  OK/WOODS
 GJ0755  COUNTRY     -  US
 GJ0755  USGS QUAD   -  ALVA (2018)
 GJ0755
 GJ0755                         *CURRENT SURVEY CONTROL
 GJ0755  ______________________________________________________________________
 GJ0755* NAD 83(1997) POSITION- 36 46 49.18498(N) 098 40 06.77533(W)   ADJUSTED
 GJ0755* NAD 83(1997) ELLIP HT-   420.336 (meters)        (10/02/98)   ADJUSTED
 GJ0755* NAVD 88 ORTHO HEIGHT -   448.5   (meters)     1471.    (feet) VERTCON3
 GJ0755  ______________________________________________________________________
 GJ0755  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 GJ0755  NAD 83(1997) X  -   -770,918.019 (meters)                     COMP
 GJ0755  NAD 83(1997) Y  - -5,056,534.120 (meters)                     COMP
 GJ0755  NAD 83(1997) Z  -  3,798,147.543 (meters)                     COMP
 GJ0755  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 GJ0755  HORZ ORDER      -  SECOND
 GJ0755  ELLP ORDER      -  FOURTH    CLASS I
 GJ0755
 GJ0755.This mark is at Alva Airport (3K1)
 GJ0755
 GJ0755.The horizontal coordinates were established by GPS observations
 GJ0755.and adjusted by the National Geodetic Survey in October 1998.
 GJ0755
 GJ0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0755
 GJ0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0755.GEOID18 height accuracy estimate available here.
 GJ0755
 GJ0755.Click photographs - Photos may exist for this station.
 GJ0755
 GJ0755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0755
 GJ0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0755
 GJ0755.The ellipsoidal height was determined by GPS observations
 GJ0755.and is referenced to NAD 83.
 GJ0755
 GJ0755. The following values were computed from the NAD 83(1997) position.
 GJ0755
 GJ0755;                    North         East     Units Scale Factor Converg.
 GJ0755;SPC OK N     -   197,744.851   540,320.931   MT  1.00000252   -0 23 40.4
 GJ0755;SPC OK N     -   648,767.90  1,772,702.92   sFT  1.00000252   -0 23 40.4
 GJ0755;UTM  14      - 4,070,555.243   529,575.901   MT  0.99961078   +0 11 54.4
 GJ0755
 GJ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0755!SPC OK N     -   0.99993404  x   1.00000252  =   0.99993656
 GJ0755!UTM  14      -   0.99993404  x   0.99961078  =   0.99954484
 GJ0755
 GJ0755:                Primary Azimuth Mark                     Grid Az
 GJ0755:SPC OK N     -  ALVAPORT                                 181 29 01.4
 GJ0755:UTM  14      -  ALVAPORT                                 180 53 26.6
 GJ0755
 GJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2957570555(NAD 83)
 GJ0755
 GJ0755|---------------------------------------------------------------------|
 GJ0755| PID    Reference Object                     Distance      Geod. Az  |
 GJ0755|                                                           dddmmss.s |
 GJ0755| GJ0754 ALVAPORT                            APPROX. 0.6 KM 1810521.0 |
 GJ0755|---------------------------------------------------------------------|
 GJ0755
 GJ0755                          SUPERSEDED SURVEY CONTROL
 GJ0755
 GJ0755  NAD 83(1986)-  36 46 49.18847(N)    098 40 06.76196(W) AD(       ) 2
 GJ0755  NGVD 29 (11/30/89)  448.3    (m)  RAPSU86  model used  GPS OBS        
 GJ0755
 GJ0755.Superseded values are not recommended for survey control.
 GJ0755
 GJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0755.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0755
 GJ0755_MARKER: I = METAL ROD
 GJ0755_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0755_STAMPING: ALVAPORT AZ MK 1989
 GJ0755_MARK LOGO: NGS
 GJ0755_PROJECTION: FLUSH
 GJ0755_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0755+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 GJ0755_ROD/PIPE-DEPTH: 9.1 meters
 GJ0755_SLEEVE-DEPTH  : 1.0 meters
 GJ0755
 GJ0755  HISTORY     - Date     Condition        Report By
 GJ0755  HISTORY     - 1989     MONUMENTED       NGS
 GJ0755  HISTORY     - 20111017 GOOD             INDIV
 GJ0755
 GJ0755                          STATION DESCRIPTION
 GJ0755
 GJ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0755'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF ALVA, AT THE
 GJ0755'ALVA MUNICIPAL AIRPORT, IN THE NORTH END OF THE NORTHERN MOST ONE OF
 GJ0755'FOUR GRASS STRIPS BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 GJ0755'OWNERSHIP---CITY OF ALVA, C/O AIRPORT MANAGER GARY ROCKETT, MUNICIPAL
 GJ0755'AIRPORT, ALVA OK 73717.  PHONE (405) 327-9964 OR (405) 327-2898.
 GJ0755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 281
 GJ0755'SOUTH IN ALVA, GO SOUTH FOR 2.4 KM (1.50 MI) ON HIGHWAY 281 SOUTH TO A
 GJ0755'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 GJ0755'AIRPORT ENTRANCE ROAD TO A CIRCLE DRIVE.  TURN RIGHT AND GO WESTERLY
 GJ0755'FOR 0.1 KM (0.05 MI) ON THE CIRCLE DRIVE TO A PAVED DRIVE RIGHT AND
 GJ0755'THE AIRPORT OFFICE ON THE LEFT.  TURN RIGHT AND GO NORTH FOR 50 METERS
 GJ0755'ON THE DRIVE TO AN APRON.  TURN LEFT AND GO WEST FOR 50 METERS ACROSS
 GJ0755'THE APRON TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTH FOR 0.3 KM
 GJ0755'(0.20 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT JUST
 GJ0755'BEFORE A CONNECTING TAXIWAY LEFT.
 GJ0755'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0755'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.1 METERS IN A GREASE
 GJ0755'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0755'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0755'61.4 M (201.4 FT) SOUTHEAST FROM THE CENTER OF THE NORTH END OF THE
 GJ0755'RUNWAY, 31.2 M (102.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, AND
 GJ0755'10.7 M (35.1 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY.
 GJ0755'DESCRIBED BY K.L.FANCHER (TYPED BY KLF).
 GJ0755
 GJ0755                          STATION RECOVERY (2011)
 GJ0755
 GJ0755'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DL)
 GJ0755'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0518 ***********************************************************************
 GJ0518  DESIGNATION -  AMARILLO KANSAS CITY BCN 22
 GJ0518  PID         -  GJ0518
 GJ0518  STATE/COUNTY-  OK/ALFALFA
 GJ0518  COUNTRY     -  US
 GJ0518  USGS QUAD   -  AMORITA (2018)
 GJ0518
 GJ0518                         *CURRENT SURVEY CONTROL
 GJ0518  ______________________________________________________________________
 GJ0518* NAD 83(1997) POSITION- 36 59 09.13896(N) 098 19 41.66453(W)   ADJUSTED
 GJ0518  ______________________________________________________________________
 GJ0518  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 GJ0518  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 GJ0518  HORZ ORDER      -  THIRD
 GJ0518
 GJ0518.The horizontal coordinates were established by classical geodetic methods
 GJ0518.and adjusted by the National Geodetic Survey in October 1998.
 GJ0518
 GJ0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0518.GEOID18 height accuracy estimate available here.
 GJ0518
 GJ0518.Click photographs - Photos may exist for this station.
 GJ0518
 GJ0518.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0518
 GJ0518. The following values were computed from the NAD 83(1997) position.
 GJ0518
 GJ0518;                    North         East     Units Scale Factor Converg.
 GJ0518;SPC OK N     -   220,399.521   570,776.063   MT  1.00004735   -0 11 37.4
 GJ0518;SPC OK N     -   723,094.10  1,872,621.13   sFT  1.00004735   -0 11 37.4
 GJ0518;UTM  14      - 4,093,515.945   559,781.988   MT  0.99964403   +0 24 15.0
 GJ0518
 GJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5978193515(NAD 83)
 GJ0518
 GJ0518                          SUPERSEDED SURVEY CONTROL
 GJ0518
 GJ0518  NAD 83(1993)-  36 59 09.13983(N)    098 19 41.66685(W) AD(       ) 3
 GJ0518  NAD 83(1986)-  36 59 09.14333(N)    098 19 41.65587(W) AD(       ) 3
 GJ0518  NAD 27      -  36 59 09.04804(N)    098 19 40.40217(W) AD(       ) 3
 GJ0518
 GJ0518.Superseded values are not recommended for survey control.
 GJ0518
 GJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0518.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0518
 GJ0518_MARKER: 22 = AIRWAY BEACON
 GJ0518
 GJ0518  HISTORY     - Date     Condition        Report By
 GJ0518  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0518
 GJ0518                          STATION DESCRIPTION
 GJ0518
 GJ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0518'POINT OBSERVED UPON IS THE CENTER OF THE REVOLVING BEACON AT
 GJ0518'SITE NO. 22 ON THE AMARILLO-KANSAS CITY AIRLINE, LOCATED 2
 GJ0518'MILES SOUTH AND 8 MILES EAST OF KIOWA, KANSAS IN SOUTHWEST
 GJ0518'CORNER OF CROSS ROAD INTERSECTION.
 GJ0518'
 GJ0518'STATION OBSERVED UPON FROM RUELLA, SMITH, SHROCK, DREYER AND
 GJ0518'DUNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0525 ***********************************************************************
 GJ0525  DESIGNATION -  AMARILLO KANSAS CITY BCN 21
 GJ0525  PID         -  GJ0525
 GJ0525  STATE/COUNTY-  OK/ALFALFA
 GJ0525  COUNTRY     -  US
 GJ0525  USGS QUAD   -  BURLINGTON (2018)
 GJ0525
 GJ0525                         *CURRENT SURVEY CONTROL
 GJ0525  ______________________________________________________________________
 GJ0525* NAD 83(1997) POSITION- 36 53 03.25280(N) 098 28 03.89808(W)   ADJUSTED
 GJ0525  ______________________________________________________________________
 GJ0525  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 GJ0525  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 GJ0525  HORZ ORDER      -  THIRD
 GJ0525
 GJ0525.The horizontal coordinates were established by classical geodetic methods
 GJ0525.and adjusted by the National Geodetic Survey in October 1998.
 GJ0525
 GJ0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0525.GEOID18 height accuracy estimate available here.
 GJ0525
 GJ0525.Click photographs - Photos may exist for this station.
 GJ0525
 GJ0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0525
 GJ0525. The following values were computed from the NAD 83(1997) position.
 GJ0525
 GJ0525;                    North         East     Units Scale Factor Converg.
 GJ0525;SPC OK N     -   209,171.078   558,300.983   MT  1.00002357   -0 16 33.7
 GJ0525;SPC OK N     -   686,255.45  1,831,692.48   sFT  1.00002357   -0 16 33.7
 GJ0525;UTM  14      - 4,082,162.743   547,429.449   MT  0.99962771   +0 19 10.1
 GJ0525
 GJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4742982162(NAD 83)
 GJ0525
 GJ0525                          SUPERSEDED SURVEY CONTROL
 GJ0525
 GJ0525  NAD 83(1993)-  36 53 03.25300(N)    098 28 03.89938(W) AD(       ) 3
 GJ0525  NAD 83(1986)-  36 53 03.25699(N)    098 28 03.88777(W) AD(       ) 3
 GJ0525  NAD 27      -  36 53 03.15829(N)    098 28 02.61577(W) AD(       ) 3
 GJ0525
 GJ0525.Superseded values are not recommended for survey control.
 GJ0525
 GJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0525.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0525
 GJ0525_MARKER: 22 = AIRWAY BEACON
 GJ0525
 GJ0525  HISTORY     - Date     Condition        Report By
 GJ0525  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0525
 GJ0525                          STATION DESCRIPTION
 GJ0525
 GJ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0525'POINT OBSERVED UPON IS THE CENTER OF REVOLVING BEACON NO. 21
 GJ0525'OF AMARILLO-KANSAS CITY AIRLINE LOCATED 6.0 MILES EAST OF
 GJ0525'CAPRON AND 1.0 MILE SOUTH OF CAPRON, 1.0 MILE EAST OF
 GJ0525'INTERSECTION OF STATE HIGHWAYS 42 AND 8 AND 1.0 MILE SOUTH
 GJ0525'OF SOUTHEAST CORNER OF INTERSECTION OF SECTION-LINE ROADS.
 GJ0525'
 GJ0525'STATION OBSERVED UPON FROM DUNE, DREYER, SHROCK AND KANOK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0600 ***********************************************************************
 GJ0600  DESIGNATION -  AMARILLO KANSAS CITY BCN 20
 GJ0600  PID         -  GJ0600
 GJ0600  STATE/COUNTY-  OK/WOODS
 GJ0600  COUNTRY     -  US
 GJ0600  USGS QUAD   -  ALVA SE (2018)
 GJ0600
 GJ0600                         *CURRENT SURVEY CONTROL
 GJ0600  ______________________________________________________________________
 GJ0600* NAD 83(1997) POSITION- 36 46 58.30112(N) 098 37 26.02657(W)   ADJUSTED
 GJ0600  ______________________________________________________________________
 GJ0600  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GJ0600  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 GJ0600  HORZ ORDER      -  THIRD
 GJ0600
 GJ0600.The horizontal coordinates were established by classical geodetic methods
 GJ0600.and adjusted by the National Geodetic Survey in October 1998.
 GJ0600
 GJ0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0600.GEOID18 height accuracy estimate available here.
 GJ0600
 GJ0600.Click photographs - Photos may exist for this station.
 GJ0600
 GJ0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0600
 GJ0600. The following values were computed from the NAD 83(1997) position.
 GJ0600
 GJ0600;                    North         East     Units Scale Factor Converg.
 GJ0600;SPC OK N     -   197,999.329   544,308.651   MT  1.00000299   -0 22 05.5
 GJ0600;SPC OK N     -   649,602.80  1,785,785.97   sFT  1.00000299   -0 22 05.5
 GJ0600;UTM  14      - 4,070,850.877   533,559.217   MT  0.99961387   +0 13 30.7
 GJ0600
 GJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3355970850(NAD 83)
 GJ0600
 GJ0600                          SUPERSEDED SURVEY CONTROL
 GJ0600
 GJ0600  NAD 83(1993)-  36 46 58.30120(N)    098 37 26.02698(W) AD(       ) 3
 GJ0600  NAD 83(1986)-  36 46 58.30551(N)    098 37 26.01534(W) AD(       ) 3
 GJ0600  NAD 27      -  36 46 58.19493(N)    098 37 24.71993(W) AD(       ) 3
 GJ0600
 GJ0600.Superseded values are not recommended for survey control.
 GJ0600
 GJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0600.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0600
 GJ0600_MARKER: 22 = AIRWAY BEACON
 GJ0600
 GJ0600  HISTORY     - Date     Condition        Report By
 GJ0600  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0600
 GJ0600                          STATION DESCRIPTION
 GJ0600
 GJ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0600'POINT OBSERVED UPON IS THE CENTER OF REVOLVING BEACON AT SITE
 GJ0600'NO. 20 ON AMARILLO-KANSAS CITY AIRLINE, WHICH IS LOCATED
 GJ0600'3.4 MILES SOUTHEAST OF ALVA.
 GJ0600'
 GJ0600'REACHED FROM JUNCTION OF STATE HIGHWAY 14 AND U.S. HIGHWAY
 GJ0600'64 (CORNER OF TEACHERS COLLEGE), BY GOING 2 MILES EAST ON U.S.
 GJ0600'HIGHWAY 64, TURN SOUTH, GO 1.1 MILES, TURN EAST, GO DOWN
 GJ0600'LANE TO MR. F.D. MC GILLS HOUSE, GO THROUGH GATE SOUTHEAST OF
 GJ0600'HOUSE, TURN NORTH, GO 0.01 MILE.  BEACON IS ON LARGE HILL
 GJ0600'WITH TREE GROVE ON EAST.  A 52-FOOT TOWER REQUIRED.  ARROW
 GJ0600'POINTING NORTHWEST.
 GJ0600'
 GJ0600'STATION OBSERVED UPON FROM ALVA, SMELLAGE, BURNS AND COLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0623 ***********************************************************************
 GJ0623  DESIGNATION -  AMARILLO KANSAS CITY BCN 18
 GJ0623  PID         -  GJ0623
 GJ0623  STATE/COUNTY-  OK/WOODS
 GJ0623  COUNTRY     -  US
 GJ0623  USGS QUAD   -  AVARD (2018)
 GJ0623
 GJ0623                         *CURRENT SURVEY CONTROL
 GJ0623  ______________________________________________________________________
 GJ0623* NAD 83(1997) POSITION- 36 38 19.79400(N) 098 50 53.56196(W)   ADJUSTED
 GJ0623  ______________________________________________________________________
 GJ0623  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GJ0623  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 GJ0623  HORZ ORDER      -  THIRD
 GJ0623
 GJ0623.The horizontal coordinates were established by classical geodetic methods
 GJ0623.and adjusted by the National Geodetic Survey in October 1998.
 GJ0623
 GJ0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0623.GEOID18 height accuracy estimate available here.
 GJ0623
 GJ0623.Click photographs - Photos may exist for this station.
 GJ0623
 GJ0623.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0623
 GJ0623. The following values were computed from the NAD 83(1997) position.
 GJ0623
 GJ0623;                    North         East     Units Scale Factor Converg.
 GJ0623;SPC OK N     -   182,168.589   524,146.214   MT  0.99997917   -0 30 02.1
 GJ0623;SPC OK N     -   597,664.78  1,719,636.37   sFT  0.99997917   -0 30 02.1
 GJ0623;UTM  14      - 4,054,818.739   513,569.143   MT  0.99960227   +0 05 26.1
 GJ0623
 GJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1356954818(NAD 83)
 GJ0623
 GJ0623                          SUPERSEDED SURVEY CONTROL
 GJ0623
 GJ0623  NAD 83(1993)-  36 38 19.79414(N)    098 50 53.56193(W) AD(       ) 3
 GJ0623  NAD 83(1986)-  36 38 19.79828(N)    098 50 53.54972(W) AD(       ) 3
 GJ0623  NAD 27      -  36 38 19.68131(N)    098 50 52.22161(W) AD(       ) 3
 GJ0623
 GJ0623.Superseded values are not recommended for survey control.
 GJ0623
 GJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0623.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0623
 GJ0623_MARKER: 22 = AIRWAY BEACON
 GJ0623
 GJ0623  HISTORY     - Date     Condition        Report By
 GJ0623  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0623
 GJ0623                          STATION DESCRIPTION
 GJ0623
 GJ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0623'POINT OBSERVED UPON WAS CENTER OF LIGHT OF BEACON NO. 18 OF
 GJ0623'THE AMARILLO-ANTHONY SECTION OF THE AMARILLO-KANSAS CITY AIRWAY.
 GJ0623'
 GJ0623'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS- WAYNOKA,
 GJ0623'QUINLAN, DOE, INMAN, CORA, WEIBE, AVARD NORTH BASE AND AVARD
 GJ0623'SOUTH BASE.
 GJ0623'
 GJ0623'NOTE- THIS STATION WAS ALSO CUT IN FROM EAST-WEST ARC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0647 ***********************************************************************
 GJ0647  DESIGNATION -  AMARILLO KANSAS CITY BCN 16
 GJ0647  PID         -  GJ0647
 GJ0647  STATE/COUNTY-  OK/WOODWARD
 GJ0647  COUNTRY     -  US
 GJ0647  USGS QUAD   -  FAIRVALLEY SW (2018)
 GJ0647
 GJ0647                         *CURRENT SURVEY CONTROL
 GJ0647  ______________________________________________________________________
 GJ0647* NAD 83(1993) POSITION- 36 30 23.12582(N) 099 08 09.41217(W)   ADJUSTED
 GJ0647  ______________________________________________________________________
 GJ0647  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 GJ0647  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 GJ0647  HORZ ORDER      -  THIRD
 GJ0647
 GJ0647.The horizontal coordinates were established by classical geodetic methods
 GJ0647.and adjusted by the National Geodetic Survey in November 1994.
 GJ0647
 GJ0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0647.GEOID18 height accuracy estimate available here.
 GJ0647
 GJ0647.Click photographs - Photos may exist for this station.
 GJ0647
 GJ0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0647
 GJ0647. The following values were computed from the NAD 83(1993) position.
 GJ0647
 GJ0647;                    North         East     Units Scale Factor Converg.
 GJ0647;SPC OK N     -   167,739.713   498,243.693   MT  0.99996286   -0 40 13.4
 GJ0647;SPC OK N     -   550,326.04  1,634,654.52   sFT  0.99996286   -0 40 13.4
 GJ0647;UTM  14      - 4,040,129.232   487,826.159   MT  0.99960183   -0 04 51.2
 GJ0647
 GJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8782640129(NAD 83)
 GJ0647
 GJ0647                          SUPERSEDED SURVEY CONTROL
 GJ0647
 GJ0647  NAD 83(1986)-  36 30 23.12986(N)    099 08 09.39885(W) AD(       ) 3
 GJ0647  NAD 27      -  36 30 23.01083(N)    099 08 08.02927(W) AD(       ) 3
 GJ0647
 GJ0647.Superseded values are not recommended for survey control.
 GJ0647
 GJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0647.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0647
 GJ0647_MARKER: 22 = AIRWAY BEACON
 GJ0647
 GJ0647  HISTORY     - Date     Condition        Report By
 GJ0647  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0647
 GJ0647                          STATION DESCRIPTION
 GJ0647
 GJ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0647'POINT OBSERVED UPON WAS CENTER OF LIGHT OF BEACON NO. 16 OF
 GJ0647'THE AMARILLO-ANTHONY SECTION OF THE AMARILLO-KANSAS CITY AIRWAY.
 GJ0647'
 GJ0647'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS- DOE,
 GJ0647'INMAN, WAYNOKA, QUINLAN, AND AVARD SOUTH BASE.
 GJ0647'
 GJ0647'NOTE- THIS STATION WAS ALSO CUT IN FROM EAST-WEST ARC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1256 ***********************************************************************
 FJ1256  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 29B
 FJ1256  PID         -  FJ1256
 FJ1256  STATE/COUNTY-  OK/CREEK
 FJ1256  COUNTRY     -  US
 FJ1256  USGS QUAD   -  DRUMRIGHT (2018)
 FJ1256
 FJ1256                         *CURRENT SURVEY CONTROL
 FJ1256  ______________________________________________________________________
 FJ1256* NAD 83(1993) POSITION- 35 53 38.10390(N) 096 33 30.57476(W)   ADJUSTED
 FJ1256  ______________________________________________________________________
 FJ1256  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 FJ1256  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 FJ1256  HORZ ORDER      -  THIRD
 FJ1256
 FJ1256.The horizontal coordinates were established by classical geodetic methods
 FJ1256.and adjusted by the National Geodetic Survey in November 1994.
 FJ1256
 FJ1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1256.GEOID18 height accuracy estimate available here.
 FJ1256
 FJ1256.Click photographs - Photos may exist for this station.
 FJ1256
 FJ1256.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1256
 FJ1256. The following values were computed from the NAD 83(1993) position.
 FJ1256
 FJ1256;                    North         East     Units Scale Factor Converg.
 FJ1256;SPC OK N     -   100,148.564   730,135.021   MT  0.99995674   +0 51 02.5
 FJ1256;SPC OK N     -   328,570.75  2,395,451.31   sFT  0.99995674   +0 51 02.5
 FJ1256;UTM  14      - 3,974,936.120   720,362.571   MT  1.00019840   +1 25 55.2
 FJ1256
 FJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2036274936(NAD 83)
 FJ1256
 FJ1256                          SUPERSEDED SURVEY CONTROL
 FJ1256
 FJ1256  NAD 83(1986)-  35 53 38.11711(N)    096 33 30.55338(W) AD(       ) 3
 FJ1256  NAD 27      -  35 53 37.87700(N)    096 33 29.50100(W) AD(       ) 3
 FJ1256
 FJ1256.Superseded values are not recommended for survey control.
 FJ1256
 FJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1256.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1256
 FJ1256_MARKER: 22 = AIRWAY BEACON
 FJ1256
 FJ1256  HISTORY     - Date     Condition        Report By
 FJ1256  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1256
 FJ1256                          STATION DESCRIPTION
 FJ1256
 FJ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1256'POINT OBSERVED UPON IS THE CENTER OF THE REVOLVING BEAM OF
 FJ1256'AIR BEACON 29 B ON THE ST. LOUIS-AMARILLO AIRLINE.  IT IS
 FJ1256'LOCATED 2 MILES WEST OF KENDRICK.
 FJ1256'
 FJ1256'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS DOWELL,
 FJ1256'CLEMATIS, YOUNG, CRAWFORD AND LONG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1264 ***********************************************************************
 FJ1264  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 29A
 FJ1264  PID         -  FJ1264
 FJ1264  STATE/COUNTY-  OK/LINCOLN
 FJ1264  COUNTRY     -  US
 FJ1264  USGS QUAD   -  STROUD NORTH (2018)
 FJ1264
 FJ1264                         *CURRENT SURVEY CONTROL
 FJ1264  ______________________________________________________________________
 FJ1264* NAD 83(1993) POSITION- 35 47 17.44390(N) 096 39 45.22846(W)   ADJUSTED
 FJ1264  ______________________________________________________________________
 FJ1264  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 FJ1264  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 FJ1264  HORZ ORDER      -  THIRD
 FJ1264
 FJ1264.The horizontal coordinates were established by classical geodetic methods
 FJ1264.and adjusted by the National Geodetic Survey in November 1994.
 FJ1264
 FJ1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1264.GEOID18 height accuracy estimate available here.
 FJ1264
 FJ1264.Click photographs - Photos may exist for this station.
 FJ1264
 FJ1264.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1264
 FJ1264. The following values were computed from the NAD 83(1993) position.
 FJ1264
 FJ1264;                    North         East     Units Scale Factor Converg.
 FJ1264;SPC OK N     -    88,283.296   720,902.071   MT  0.99996719   +0 47 21.4
 FJ1264;SPC OK N     -   289,642.78  2,365,159.54   sFT  0.99996719   +0 47 21.4
 FJ1264;UTM  14      - 3,962,975.508   711,248.203   MT  1.00014993   +1 22 02.7
 FJ1264
 FJ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1124862975(NAD 83)
 FJ1264
 FJ1264                          SUPERSEDED SURVEY CONTROL
 FJ1264
 FJ1264  NAD 83(1986)-  35 47 17.45512(N)    096 39 45.20650(W) AD(       ) 3
 FJ1264  NAD 27      -  35 47 17.21300(N)    096 39 44.14100(W) AD(       ) 3
 FJ1264
 FJ1264.Superseded values are not recommended for survey control.
 FJ1264
 FJ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1264.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1264
 FJ1264_MARKER: 22 = AIRWAY BEACON
 FJ1264
 FJ1264  HISTORY     - Date     Condition        Report By
 FJ1264  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1264
 FJ1264                          STATION DESCRIPTION
 FJ1264
 FJ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1264'POINT OBSERVED UPON WAS THE WHITE FLASH OF THE BEACON, LOCATED
 FJ1264'ABOUT 3.0 MILES NORTH OF STROUD, 9.2 MILES WEST AND 1.5 MILES
 FJ1264'SOUTH OF DEPEW, IN THE CENTER OF THE TRIANGULATION SCHEME.
 FJ1264'
 FJ1264'OBSERVED FROM STATIONS WICKAM, DOWELL, YOUNG, CLEMATIS AND
 FJ1264'CRAWFORD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1289 ***********************************************************************
 FJ1289  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 27
 FJ1289  PID         -  FJ1289
 FJ1289  STATE/COUNTY-  OK/LINCOLN
 FJ1289  COUNTRY     -  US
 FJ1289  USGS QUAD   -  CHANDLER (2018)
 FJ1289
 FJ1289                         *CURRENT SURVEY CONTROL
 FJ1289  ______________________________________________________________________
 FJ1289* NAD 83(1993) POSITION- 35 42 09.69162(N) 096 58 52.93002(W)   ADJUSTED
 FJ1289  ______________________________________________________________________
 FJ1289  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 FJ1289  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 FJ1289  HORZ ORDER      -  THIRD
 FJ1289
 FJ1289.The horizontal coordinates were established by classical geodetic methods
 FJ1289.and adjusted by the National Geodetic Survey in November 1994.
 FJ1289
 FJ1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1289.GEOID18 height accuracy estimate available here.
 FJ1289
 FJ1289.Click photographs - Photos may exist for this station.
 FJ1289
 FJ1289.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1289
 FJ1289. The following values were computed from the NAD 83(1993) position.
 FJ1289
 FJ1289;                    North         East     Units Scale Factor Converg.
 FJ1289;SPC OK N     -    78,449.267   692,183.267   MT  0.99997810   +0 36 04.1
 FJ1289;SPC OK N     -   257,378.97  2,270,937.94   sFT  0.99997810   +0 36 04.1
 FJ1289;UTM  14      - 3,952,851.388   682,626.952   MT  1.00001101   +1 10 42.1
 FJ1289
 FJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8262652851(NAD 83)
 FJ1289
 FJ1289                          SUPERSEDED SURVEY CONTROL
 FJ1289
 FJ1289  NAD 83(1986)-  35 42 09.70035(N)    096 58 52.91008(W) AD(       ) 3
 FJ1289  NAD 27      -  35 42 09.46000(N)    096 58 51.82000(W) AD(       ) 3
 FJ1289
 FJ1289.Superseded values are not recommended for survey control.
 FJ1289
 FJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1289.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1289
 FJ1289_MARKER: 22 = AIRWAY BEACON
 FJ1289
 FJ1289  HISTORY     - Date     Condition        Report By
 FJ1289  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1289
 FJ1289                          STATION DESCRIPTION
 FJ1289
 FJ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1289'POINT OBSERVED IS THE CENTER OF THE REVOLVING BEAM OF THE AIR
 FJ1289'BEACON LOCATED JUST EAST OF WARWICK.  BEACON IS ON THE ST.
 FJ1289'LOUIS-AMARILLO AIRLINE, AND IS ABOUT 13 MILES WSW OF U.S.C.
 FJ1289'AND G.S. TRIANGULATION STATION YOUNG.
 FJ1289'
 FJ1289'STATION WAS OBSERVED FROM TRIANGULATION STATIONS YOUNG AND LONG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1303 ***********************************************************************
 FJ1303  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 28
 FJ1303  PID         -  FJ1303
 FJ1303  STATE/COUNTY-  OK/LINCOLN
 FJ1303  COUNTRY     -  US
 FJ1303  USGS QUAD   -  KENDRICK (2018)
 FJ1303
 FJ1303                         *CURRENT SURVEY CONTROL
 FJ1303  ______________________________________________________________________
 FJ1303* NAD 83(1993) POSITION- 35 46 55.21560(N) 096 48 27.95341(W)   ADJUSTED
 FJ1303  ______________________________________________________________________
 FJ1303  GEOID HEIGHT    -        -28.101 (meters)                     GEOID18
 FJ1303  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 FJ1303  HORZ ORDER      -  THIRD
 FJ1303
 FJ1303.The horizontal coordinates were established by classical geodetic methods
 FJ1303.and adjusted by the National Geodetic Survey in November 1994.
 FJ1303
 FJ1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1303.GEOID18 height accuracy estimate available here.
 FJ1303
 FJ1303.Click photographs - Photos may exist for this station.
 FJ1303
 FJ1303.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1303
 FJ1303. The following values were computed from the NAD 83(1993) position.
 FJ1303
 FJ1303;                    North         East     Units Scale Factor Converg.
 FJ1303;SPC OK N     -    87,427.272   707,785.217   MT  0.99996790   +0 42 12.9
 FJ1303;SPC OK N     -   286,834.31  2,322,125.33   sFT  0.99996790   +0 42 12.9
 FJ1303;UTM  14      - 3,961,986.973   698,138.706   MT  1.00008379   +1 16 56.0
 FJ1303
 FJ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9813861986(NAD 83)
 FJ1303
 FJ1303                          SUPERSEDED SURVEY CONTROL
 FJ1303
 FJ1303  NAD 83(1986)-  35 46 55.22548(N)    096 48 27.93332(W) AD(       ) 3
 FJ1303  NAD 27      -  35 46 54.98700(N)    096 48 26.84900(W) AD(       ) 3
 FJ1303
 FJ1303.Superseded values are not recommended for survey control.
 FJ1303
 FJ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1303.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1303
 FJ1303_MARKER: 22 = AIRWAY BEACON
 FJ1303
 FJ1303  HISTORY     - Date     Condition        Report By
 FJ1303  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1303
 FJ1303                          STATION DESCRIPTION
 FJ1303
 FJ1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1303'POINT OBSERVED UPON IS THE CENTER OF THE REVOLVING BEAM OF
 FJ1303'AIR BEACON 29 B ON THE ST. LOUIS-AMARILLO AIRLINE.  IT IS
 FJ1303'LOCATED 2 MILES WEST OF KENDRICK.
 FJ1303'
 FJ1303'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS DOWELL,
 FJ1303'CLEMATIS, YOUNG, CRAWFORD AND LONG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0604 ***********************************************************************
 FK0604  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 9
 FK0604  PID         -  FK0604
 FK0604  STATE/COUNTY-  OK/BECKHAM
 FK0604  COUNTRY     -  US
 FK0604  USGS QUAD   -  TEXOLA (2018)
 FK0604
 FK0604                         *CURRENT SURVEY CONTROL
 FK0604  ______________________________________________________________________
 FK0604* NAD 83(1993) POSITION- 35 13 47.48105(N) 099 58 58.36838(W)   ADJUSTED
 FK0604  ______________________________________________________________________
 FK0604  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 FK0604  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 FK0604  HORZ ORDER      -  THIRD
 FK0604
 FK0604.The horizontal coordinates were established by classical geodetic methods
 FK0604.and adjusted by the National Geodetic Survey in November 1994.
 FK0604
 FK0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0604.GEOID18 height accuracy estimate available here.
 FK0604
 FK0604.Click photographs - Photos may exist for this station.
 FK0604
 FK0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0604
 FK0604. The following values were computed from the NAD 83(1993) position.
 FK0604
 FK0604;                    North         East     Units Scale Factor Converg.
 FK0604;SPC OK S     -   212,148.372   419,505.883   MT  0.99999931   -1 07 31.9
 FK0604;SPC OK S     -   696,023.45  1,376,328.88   sFT  0.99999931   -1 07 31.9
 FK0604;UTM  14      - 3,898,976.247   410,560.615   MT  0.99969858   -0 34 01.3
 FK0604
 FK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1056098976(NAD 83)
 FK0604
 FK0604                          SUPERSEDED SURVEY CONTROL
 FK0604
 FK0604  NAD 83(1986)-  35 13 47.48409(N)    099 58 58.35886(W) AD(       ) 3
 FK0604  NAD 27      -  35 13 47.30300(N)    099 58 56.96200(W) AD(       ) 3
 FK0604
 FK0604.Superseded values are not recommended for survey control.
 FK0604
 FK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0604.See file dsdata.pdf to determine how the superseded data were derived.
 FK0604
 FK0604_MARKER: 22 = AIRWAY BEACON
 FK0604
 FK0604  HISTORY     - Date     Condition        Report By
 FK0604  HISTORY     - 1951     FIRST OBSERVED   CGS
 FK0604
 FK0604                          STATION DESCRIPTION
 FK0604
 FK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FK0604'THE ROTATION BEACON ATOP THE STANDARD CIVIL AERONAUTICS AUTHORITY
 FK0604'STRUCTURAL STEEL TOWER ABOUT 50 FEET HIGH, LOCATED 0.5 MILE EAST
 FK0604'AND 0.7 MILE NORTH OF TEXOLA, OKLAHOMA.  FROM P.O. IN TEXOLA GO
 FK0604'EAST ON U.S. HIGHWAY 66 FOR 0.5 MILE, TURN LEFT (N) ON GRADED
 FK0604'DIRT ROAD AT SMALL CONOCO FILLING STATION AND GO 0.7 MILE TO
 FK0604'BEACON ON LEFT.  THE ROTATION BEACON WAS THE POINT OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1055 ***********************************************************************
 FJ1055  DESIGNATION -  AMBER
 FJ1055  PID         -  FJ1055
 FJ1055  STATE/COUNTY-  OK/GRADY
 FJ1055  COUNTRY     -  US
 FJ1055  USGS QUAD   -  POCASSET (2018)
 FJ1055
 FJ1055                         *CURRENT SURVEY CONTROL
 FJ1055  ______________________________________________________________________
 FJ1055* NAD 83(1993) POSITION- 35 07 52.58700(N) 097 52 55.01379(W)   ADJUSTED
 FJ1055* NAVD 88 ORTHO HEIGHT -   375.    (meters)     1230.    (feet) SCALED
 FJ1055  ______________________________________________________________________
 FJ1055  GEOID HEIGHT    -        -26.604 (meters)                     GEOID18
 FJ1055  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 FJ1055  HORZ ORDER      -  THIRD
 FJ1055
 FJ1055.The horizontal coordinates were established by classical geodetic methods
 FJ1055.and adjusted by the National Geodetic Survey in November 1994.
 FJ1055
 FJ1055.The orthometric height was scaled from a topographic map.
 FJ1055
 FJ1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1055.GEOID18 height accuracy estimate available here.
 FJ1055
 FJ1055.Click photographs - Photos may exist for this station.
 FJ1055
 FJ1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1055
 FJ1055. The following values were computed from the NAD 83(1993) position.
 FJ1055
 FJ1055;                    North         East     Units Scale Factor Converg.
 FJ1055;SPC OK S     -   199,444.871   610,759.284   MT  0.99998142   +0 04 01.2
 FJ1055;SPC OK S     -   654,345.38  2,003,799.42   sFT  0.99998142   +0 04 01.2
 FJ1055;UTM  14      - 3,888,172.991   601,863.064   MT  0.99972788   +0 38 36.4
 FJ1055
 FJ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1055!SPC OK S     -   0.99994530  x   0.99998142  =   0.99992672
 FJ1055!UTM  14      -   0.99994530  x   0.99972788  =   0.99967319
 FJ1055
 FJ1055:                Primary Azimuth Mark                     Grid Az
 FJ1055:SPC OK S     -  AMBER AZ MK                              002 33 03.5
 FJ1055:UTM  14      -  AMBER AZ MK                              001 58 28.3
 FJ1055
 FJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0186388172(NAD 83)
 FJ1055
 FJ1055|---------------------------------------------------------------------|
 FJ1055| PID    Reference Object                     Distance      Geod. Az  |
 FJ1055|                                                           dddmmss.s |
 FJ1055| CL4184 AMBER AZ MK                                        0023704.7 |
 FJ1055| FJ1054 AMBER MOORE STAUFFER ELEV           APPROX. 3.3 KM 0034400.3 |
 FJ1055| CL4185 AMBER RM 1                            7.054 METERS 14905     |
 FJ1055| CL4186 AMBER RM 2                            7.061 METERS 26122     |
 FJ1055|---------------------------------------------------------------------|
 FJ1055
 FJ1055                          SUPERSEDED SURVEY CONTROL
 FJ1055
 FJ1055  NAD 83(1986)-  35 07 52.59284(N)    097 52 54.99777(W) AD(       ) 3
 FJ1055  NAD 27      -  35 07 52.36662(N)    097 52 53.84448(W) AD(       ) 3
 FJ1055
 FJ1055.Superseded values are not recommended for survey control.
 FJ1055
 FJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1055.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1055
 FJ1055_MARKER: DS = TRIANGULATION STATION DISK
 FJ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1055_STAMPING: AMBER 1957
 FJ1055_MARK LOGO: CGS
 FJ1055_PROJECTION: FLUSH
 FJ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1055+STABILITY: SURFACE MOTION
 FJ1055
 FJ1055  HISTORY     - Date     Condition        Report By
 FJ1055  HISTORY     - 1957     MONUMENTED       CGS
 FJ1055  HISTORY     - 1976     GOOD             NGS
 FJ1055
 FJ1055                          STATION DESCRIPTION
 FJ1055
 FJ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1055'STATION IS 2.0 MILES SOUTH OF AMBER, IN THE SOUTHEAST CORNER OF
 FJ1055'THE SOUTHEAST 1/4 OF SECTION 25, T 8 N, R 7 W AND AT THE
 FJ1055'SOUTHEAST CORNER OF A CULTIVATED FIELD OWNED BY MRS. B. VAN
 FJ1055'SCHUYVER.
 FJ1055'
 FJ1055'REACHED FROM THE RAILROAD DEPOT IN AMBER BY GOING SOUTH ON
 FJ1055'STATE HIGHWAY 92 FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FJ1055'CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE STATION
 FJ1055'ON THE RIGHT, AT A CROSSROADS AND A FARM HOUSE.
 FJ1055'
 FJ1055'STATION MARKS ARE STANDARD DISKS, STAMPED AMBER 1957.  THE
 FJ1055'SURFACE MARK IS SET IN A 12-INCH ROUND, CONCRETE POST FLUSH
 FJ1055'WITH THE GROUND SURFACE.  IT IS 96 FEET NORTHEAST OF THE
 FJ1055'NORTHEAST CORNER OF THE HOUSE, 38 FEET WEST OF THE CENTER OF
 FJ1055'THE HIGHWAY, 35 FEET NORTH OF THE CENTER OF AN EAST-WEST
 FJ1055'GRAVELED ROAD, 14 FEET NORTH OF A POWERLINE POLE AND 6 FEET
 FJ1055'NORTHWEST OF A FENCE CORNER.  A WITNESS POST WAS SET 5 FEET
 FJ1055'SOUTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 FJ1055'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ1055'SURFACE.
 FJ1055'
 FJ1055'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 FJ1055'THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE CULVERT,
 FJ1055'STAMPED AMBER NO 1 1957.  IT IS 26 FEET WEST OF THE CENTER
 FJ1055'OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER OF THE EAST-WEST
 FJ1055'ROAD AND 12 FEET EAST OF THE POWERLINE POLE.
 FJ1055'
 FJ1055'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMBER NO 2 1957,
 FJ1055'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FJ1055'IT IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY, 32 FEET
 FJ1055'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 27 FEET WEST OF
 FJ1055'THE POWERLINE POLE AND 1 FOOT NORTH OF A FENCE.
 FJ1055'
 FJ1055'AZIMUTH MARK IS A STANDARD DISK, STAMPED AMBER 1957, SET IN
 FJ1055'A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 FJ1055'35 FEET EAST OF THE CENTER OF THE HIGHWAY, 15 FEET SOUTH OF THE
 FJ1055'CENTER OF TRACK ROAD, 6 FEET SOUTH OF A GATEPOST AND 2 FEET NORTH
 FJ1055'OF A FENCE CORNER.  A WITNESS POST WAS SET 2 FEET NORTHEAST
 FJ1055'OF THE MARK.
 FJ1055
 FJ1055                          STATION RECOVERY (1976)
 FJ1055
 FJ1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLR)
 FJ1055'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 FJ1055'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1054 ***********************************************************************
 FJ1054  DESIGNATION -  AMBER MOORE STAUFFER ELEV
 FJ1054  PID         -  FJ1054
 FJ1054  STATE/COUNTY-  OK/GRADY
 FJ1054  COUNTRY     -  US
 FJ1054  USGS QUAD   -  POCASSET (2018)
 FJ1054
 FJ1054                         *CURRENT SURVEY CONTROL
 FJ1054  ______________________________________________________________________
 FJ1054* NAD 83(1993) POSITION- 35 09 38.41056(N) 097 52 46.60526(W)   ADJUSTED
 FJ1054  ______________________________________________________________________
 FJ1054  GEOID HEIGHT    -        -26.661 (meters)                     GEOID18
 FJ1054  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 FJ1054  HORZ ORDER      -  THIRD
 FJ1054
 FJ1054.The horizontal coordinates were established by classical geodetic methods
 FJ1054.and adjusted by the National Geodetic Survey in November 1994.
 FJ1054
 FJ1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1054.GEOID18 height accuracy estimate available here.
 FJ1054
 FJ1054.Click photographs - Photos may exist for this station.
 FJ1054
 FJ1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1054
 FJ1054. The following values were computed from the NAD 83(1993) position.
 FJ1054
 FJ1054;                    North         East     Units Scale Factor Converg.
 FJ1054;SPC OK S     -   202,706.292   610,968.271   MT  0.99998645   +0 04 06.0
 FJ1054;SPC OK S     -   665,045.56  2,004,485.07   sFT  0.99998645   +0 04 06.0
 FJ1054;UTM  14      - 3,891,435.516   602,039.171   MT  0.99972832   +0 38 42.9
 FJ1054
 FJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0203991435(NAD 83)
 FJ1054
 FJ1054                          SUPERSEDED SURVEY CONTROL
 FJ1054
 FJ1054  NAD 83(1986)-  35 09 38.41639(N)    097 52 46.58932(W) AD(       ) 3
 FJ1054  NAD 27      -  35 09 38.19051(N)    097 52 45.43489(W) AD(       ) 3
 FJ1054
 FJ1054.Superseded values are not recommended for survey control.
 FJ1054
 FJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1054.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1054
 FJ1054_MARKER: 65 = GRAIN ELEVATOR
 FJ1054
 FJ1054  HISTORY     - Date     Condition        Report By
 FJ1054  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1054
 FJ1054                          STATION DESCRIPTION
 FJ1054
 FJ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1054'THE STATION IS LOCATED IN THE WEST EDGE OF AMBER.  IT IS A
 FJ1054'METAL COVERED STRUCTURE SILVER IN COLOR AND 80 FEET IN HEIGHT.
 FJ1054'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE ELEVATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1056 ***********************************************************************
 FJ1056  DESIGNATION -  AMBER MUNICIPAL STANDPIPE
 FJ1056  PID         -  FJ1056
 FJ1056  STATE/COUNTY-  OK/GRADY
 FJ1056  COUNTRY     -  US
 FJ1056  USGS QUAD   -  POCASSET (2018)
 FJ1056
 FJ1056                         *CURRENT SURVEY CONTROL
 FJ1056  ______________________________________________________________________
 FJ1056* NAD 83(1993) POSITION- 35 09 35.19917(N) 097 52 43.61314(W)   ADJUSTED
 FJ1056  ______________________________________________________________________
 FJ1056  GEOID HEIGHT    -        -26.658 (meters)                     GEOID18
 FJ1056  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 FJ1056  HORZ ORDER      -  THIRD
 FJ1056
 FJ1056.The horizontal coordinates were established by classical geodetic methods
 FJ1056.and adjusted by the National Geodetic Survey in November 1994.
 FJ1056
 FJ1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1056.GEOID18 height accuracy estimate available here.
 FJ1056
 FJ1056.Click photographs - Photos may exist for this station.
 FJ1056
 FJ1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1056
 FJ1056. The following values were computed from the NAD 83(1993) position.
 FJ1056
 FJ1056;                    North         East     Units Scale Factor Converg.
 FJ1056;SPC OK S     -   202,607.417   611,044.114   MT  0.99998629   +0 04 07.7
 FJ1056;SPC OK S     -   664,721.17  2,004,733.90   sFT  0.99998629   +0 04 07.7
 FJ1056;UTM  14      - 3,891,337.434   602,115.985   MT  0.99972851   +0 38 44.6
 FJ1056
 FJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0211591337(NAD 83)
 FJ1056
 FJ1056                          SUPERSEDED SURVEY CONTROL
 FJ1056
 FJ1056  NAD 83(1986)-  35 09 35.20411(N)    097 52 43.59645(W) AD(       ) 3
 FJ1056  NAD 27      -  35 09 34.98312(N)    097 52 42.43567(W) AD(       ) 3
 FJ1056
 FJ1056.Superseded values are not recommended for survey control.
 FJ1056
 FJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1056.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1056
 FJ1056_MARKER: 52 = STANDPIPE TANK
 FJ1056
 FJ1056  HISTORY     - Date     Condition        Report By
 FJ1056  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1056
 FJ1056                          STATION DESCRIPTION
 FJ1056
 FJ1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1056'THE AMBER MUNICIPAL STANDPIPE, IS LOCATED IN ABOUT THE CENTER
 FJ1056'OF THE SMALL SETTLEMENT OF AMBER.
 FJ1056'
 FJ1056'IT IS CONSTRUCTED OF GALVANIZED STEEL OF 10 FOOT SECTIONS, THERE
 FJ1056'ARE 10 SECTIONS.  THE ROOF IS DOMED, POINT INTERSECTED WAS APEX OF
 FJ1056'ROOF.
 FJ1056'
 FJ1056'AMBER IS SPELLED ON THE NORTH AND SOUTH SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1281 ***********************************************************************
 DM1281  DESIGNATION -  AMERICA
 DM1281  PID         -  DM1281
 DM1281  STATE/COUNTY-  OK/MCCURTAIN
 DM1281  COUNTRY     -  US
 DM1281  USGS QUAD   -  BOKHOMA (2019)
 DM1281
 DM1281                         *CURRENT SURVEY CONTROL
 DM1281  ______________________________________________________________________
 DM1281* NAD 83(1997) POSITION- 33 48 45.16733(N) 094 31 50.96568(W)   ADJUSTED
 DM1281* NAVD 88 ORTHO HEIGHT -   133.    (meters)      436.    (feet) SCALED
 DM1281  ______________________________________________________________________
 DM1281  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 DM1281  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 DM1281  HORZ ORDER      -  THIRD
 DM1281
 DM1281.The horizontal coordinates were established by classical geodetic methods
 DM1281.and adjusted by the National Geodetic Survey in September 1999.
 DM1281
 DM1281.The orthometric height was scaled from a topographic map.
 DM1281
 DM1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1281.GEOID18 height accuracy estimate available here.
 DM1281
 DM1281.Click photographs - Photos may exist for this station.
 DM1281
 DM1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1281
 DM1281. The following values were computed from the NAD 83(1997) position.
 DM1281
 DM1281;                    North         East     Units Scale Factor Converg.
 DM1281;SPC OK S     -    58,675.921   921,146.492   MT  1.00002594   +1 58 09.0
 DM1281;SPC OK S     -   192,505.92  3,022,128.12   sFT  1.00002594   +1 58 09.0
 DM1281;UTM  15      - 3,742,425.247   358,315.499   MT  0.99984748   -0 51 07.2
 DM1281
 DM1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1281!SPC OK S     -   0.99998341  x   1.00002594  =   1.00000935
 DM1281!UTM  15      -   0.99998341  x   0.99984748  =   0.99983089
 DM1281
 DM1281:                Primary Azimuth Mark                     Grid Az
 DM1281:SPC OK S     -  AMERICA AZ MK                            154 19 15.2
 DM1281:UTM  15      -  AMERICA AZ MK                            157 08 31.4
 DM1281
 DM1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5831542425(NAD 83)
 DM1281
 DM1281|---------------------------------------------------------------------|
 DM1281| PID    Reference Object                     Distance      Geod. Az  |
 DM1281|                                                           dddmmss.s |
 DM1281| CX4918 AMERICA RM 1                         29.431 METERS 03150     |
 DM1281| DM1191 JEWELL LOOKOUT TOWER AFC            APPROX.11.3 KM 0724513.0 |
 DM1281| DM1185 FOREMAN MUNICIPAL TANK              APPROX.15.9 KM 1284620.2 |
 DM1281| CX4919 AMERICA RM 2                         30.724 METERS 14924     |
 DM1281| CX4917 AMERICA AZ MK                                      1561724.2 |
 DM1281| DM1284 HAWORTH MUNICIPAL TANK              APPROX.11.8 KM 2883945.0 |
 DM1281|---------------------------------------------------------------------|
 DM1281
 DM1281                          SUPERSEDED SURVEY CONTROL
 DM1281
 DM1281  NAD 83(1993)-  33 48 45.17016(N)    094 31 50.96487(W) AD(       ) 3
 DM1281  NAD 83(1986)-  33 48 45.17083(N)    094 31 50.95740(W) AD(       ) 3
 DM1281  NAD 27      -  33 48 44.76000(N)    094 31 50.20600(W) AD(       ) 3
 DM1281
 DM1281.Superseded values are not recommended for survey control.
 DM1281
 DM1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1281.See file dsdata.pdf to determine how the superseded data were derived.
 DM1281
 DM1281_MARKER: DS = TRIANGULATION STATION DISK
 DM1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1281_STAMPING: AMERICA 1952
 DM1281_MARK LOGO: CGS
 DM1281_PROJECTION: FLUSH
 DM1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1281+STABILITY: SURFACE MOTION
 DM1281
 DM1281  HISTORY     - Date     Condition        Report By
 DM1281  HISTORY     - 1952     MONUMENTED       CGS
 DM1281  HISTORY     - 19930119 MARK NOT FOUND   FHWA
 DM1281
 DM1281                          STATION DESCRIPTION
 DM1281
 DM1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1281'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 2-1/2 MILES SOUTH
 DM1281'OF HAWORTH AND ABOUT 3 MILES WEST OF THE OKLAHOMA-ARKANSAS
 DM1281'STATE LINE.  IT IS 45 FEET NORTHWEST OF A BRACE POLE TO A POWER
 DM1281'LINE POLE AND 33 FEET WEST OF THE CENTERLINE OF A ROAD.  THE MARK
 DM1281'IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED AMERICA
 DM1281'1952.
 DM1281'
 DM1281'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTERLINE OF A
 DM1281'ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 DM1281'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED AMERICA NO 1 1952.
 DM1281'
 DM1281'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE CENTERLINE OF A ROAD
 DM1281'AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 DM1281'ABOUT 8 INCHES AND THE DISK IS STAMPED AMERICA NO 2 1952.
 DM1281'
 DM1281'AZIMUTH MARK IS 32 FEET NORTH NORTHWEST OF THE CENTERLINE OF
 DM1281'A DIRT ROAD AND 1 FOOT NORTH-NORTHWEST OF A FENCELINE.  THE MARK
 DM1281'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED AMERICA 1952.
 DM1281'
 DM1281'TO REACH THE STATION FROM THE RAILWAY STATION IN HAWORTH, GO NORTH
 DM1281'FOR 0.1 MILE TO A CROSS STREET.  TURN RIGHT (EAST) AND GO 0.05 MILE
 DM1281'TO STATE ROAD 21.  TURN RIGHT (SOUTH) AND GO SOUTH AND EAST FOR
 DM1281'5.9 MILES TO A CROSSROADS AND STORE ON RIGHT, CONTINUE EAST ON
 DM1281'HIGHWAY FOR 2.75 MILES TO A SIDE ROAD LEFT.  TURN LEFT ACROSS
 DM1281'RAILROAD TRACKS TO A T-INTERSECTION.  (TO REACH AZIMUTH MARK
 DM1281'FROM THIS POINT GO EAST FOR 0.1 MILE TO MARK ON LEFT AS
 DM1281'DESCRIBED.) TURN LEFT AND FOLLOW MAIN ROAD FOR 0.3 MILE TO STATION
 DM1281'ON WEST SIDE OF ROAD AS DESCRIBED.
 DM1281'
 DM1281'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1281
 DM1281                          STATION RECOVERY (1993)
 DM1281
 DM1281'RECOVERY NOTE BY FEDERAL HIGHWAY ADMINISTRATION 1993 (TW)
 DM1281'THE STATION MARK AND REFERENCES WERE SEARCHED FOR BUT NOT FOUND.  TWO
 DM1281'BRACE POLES EXIST ALONG THE ROAD, ONE AT 0.25 MILE (0.40 KM) AND THE
 DM1281'OTHER AT 0.3 MILE (0.5 KM) FROM DESCRIBED T-INTERSECTION.  BOTH POLES
 DM1281'APPEAR TO BE LESS THAN 20 YEARS OLD.  A SEARCH WAS MADE AT EACH BRACE
 DM1281'POLE TO NO AVAIL. THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS
 DM1281'DESCRIBED EXCEPT STATE ROAD 21 IS NOW OK RTE 3 AND THE FENCELINE HAS
 DM1281'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0884 ***********************************************************************
 GG0884  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0884  DESIGNATION -  AMERPORT
 GG0884  PID         -  GG0884
 GG0884  STATE/COUNTY-  OK/MAYES
 GG0884  COUNTRY     -  US
 GG0884  USGS QUAD   -  CHOUTEAU (2019)
 GG0884
 GG0884                         *CURRENT SURVEY CONTROL
 GG0884  ______________________________________________________________________
 GG0884* NAD 83(2011) POSITION- 36 13 51.26805(N) 095 19 49.42627(W)   ADJUSTED
 GG0884* NAD 83(2011) ELLIP HT-   159.642 (meters)        (11/20/23)   ADJUSTED
 GG0884* NAD 83(2011) EPOCH   -  2010.00
 GG0884* NAVD 88 ORTHO HEIGHT -   188.81  (meters)      619.5   (feet) GPS OBS
 GG0884  ______________________________________________________________________
 GG0884  GEOID HEIGHT    -        -29.166 (meters)                     GEOID18
 GG0884  NAD 83(2011) X  -   -478,524.210 (meters)                     COMP
 GG0884  NAD 83(2011) Y  - -5,128,750.380 (meters)                     COMP
 GG0884  NAD 83(2011) Z  -  3,748,984.093 (meters)                     COMP
 GG0884  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 GG0884
 GG0884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0884  Standards:
 GG0884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0884  -------------------------------------------------------------------
 GG0884  NETWORK    0.57   1.18           0.25   0.21   0.60      0.04768257
 GG0884  -------------------------------------------------------------------
 GG0884  Click here for local accuracies and other accuracy information.
 GG0884
 GG0884.This mark is at Mid-America Industrial Airport (H71)
 GG0884
 GG0884.The horizontal coordinates were established by GPS observations
 GG0884.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0884
 GG0884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0884.been affixed to the stable North American tectonic plate. See 
 GG0884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0884
 GG0884.The horizontal coordinates are valid at the epoch date displayed above
 GG0884.which is a decimal equivalence of Year/Month/Day.
 GG0884
 GG0884.The orthometric height was determined by GPS observations and a
 GG0884.high-resolution geoid model using precise GPS observation and
 GG0884.processing techniques.
 GG0884
 GG0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0884.GEOID18 height accuracy estimate available here.
 GG0884
 GG0884.Click photographs - Photos may exist for this station.
 GG0884
 GG0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0884
 GG0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0884
 GG0884.The ellipsoidal height was determined by GPS observations
 GG0884.and is referenced to NAD 83.
 GG0884
 GG0884. The following values were computed from the NAD 83(2011) position.
 GG0884
 GG0884;                    North         East     Units Scale Factor Converg.
 GG0884;SPC OK N     -   139,872.213   839,954.484   MT  0.99994602   +1 34 31.7
 GG0884;SPC OK N     -   458,897.42  2,755,750.67   sFT  0.99994602   +1 34 31.7
 GG0884;UTM  15      - 4,012,078.174   290,563.370   MT  1.00014048   -1 22 40.3
 GG0884
 GG0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0884!SPC OK N     -   0.99997495  x   0.99994602  =   0.99992097
 GG0884!UTM  15      -   0.99997495  x   1.00014048  =   1.00011542
 GG0884
 GG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9056312078(NAD 83)
 GG0884
 GG0884                          SUPERSEDED SURVEY CONTROL
 GG0884
 GG0884  NAD 83(1993)-  36 13 51.25994(N)    095 19 49.41640(W) AD(       ) 2
 GG0884  ELLIP H (11/28/94)  158.801  (m)                       GP(       ) 5 1
 GG0884  NAD 83(1986)-  36 13 51.27557(N)    095 19 49.40765(W) AD(       ) 2
 GG0884  NGVD 29 (11/30/89)  187.2    (m)  RAPSU86  model used  GPS OBS        
 GG0884
 GG0884.Superseded values are not recommended for survey control.
 GG0884
 GG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0884.See file dsdata.pdf to determine how the superseded data were derived.
 GG0884
 GG0884_MARKER: F = FLANGE-ENCASED ROD
 GG0884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0884_STAMPING: AMERPORT 1989
 GG0884_MARK LOGO: NGS
 GG0884_PROJECTION: FLUSH
 GG0884_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0884+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 GG0884_ROD/PIPE-DEPTH: 1.9 meters
 GG0884_SLEEVE-DEPTH  : 1.0 meters
 GG0884
 GG0884  HISTORY     - Date     Condition        Report By
 GG0884  HISTORY     - 1989     MONUMENTED       NGS
 GG0884  HISTORY     - 20230913 GOOD             OKDOT
 GG0884
 GG0884                          STATION DESCRIPTION
 GG0884
 GG0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0884'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) SOUTH OF PRYOR, AT THE
 GG0884'PRYOR CREEK/MID-AMERICA AIRPORT, IN THE SOUTHWEST ANGLE OF THE
 GG0884'CONNECTING TAXIWAY AND THE RUNWAY.  OWNERSHIP--OKLAHOMA ORDINANCE
 GG0884'WORKS AUTHORITY, C/O AIRPORT MANAGER SKIP BUSH, P O BOX 945, PRYOR OK
 GG0884'74362. PHONE (918) 476-6090.
 GG0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 GG0884'HIGHWAY 20 IN PRYOR, GO SOUTHWEST FOR 8.3 KM (5.15 MI) ON HIGHWAY 69
 GG0884'TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST THEN SOUTH FOR 0.9 KM
 GG0884'(0.55 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE ON THE LEFT.  TURN
 GG0884'LEFT AND GO EAST FOR 0.2 KM (0.10 MI) PASSING THROUGH THE GATE, BY THE
 GG0884'AIRPORT OFFICE ON THE RIGHT AND ON THE CONNECTING TAXIWAY TO THE
 GG0884'STATION ON THE RIGHT JUST BEFORE REACHING THE RUNWAY.
 GG0884'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GG0884'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.9 METERS IN A GREASE
 GG0884'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GG0884'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GG0884'21.9 M (71.9 FT) SOUTHWEST FROM THE JUNCTION OF THE CENTER OF THE
 GG0884'CONNECTING TAXIWAY AND THE WEST EDGE OF THE RUNWAY, 19.0 M (62.3 FT)
 GG0884'WEST FROM THE WEST EDGE OF THE RUNWAY, AND 5.0 M (16.4 FT) SOUTH FROM
 GG0884'THE SOUTH EDGE OF THE CONNECTING TAXIWAY.
 GG0884'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 GG0884
 GG0884                          STATION RECOVERY (2023)
 GG0884
 GG0884'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0884'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0885 ***********************************************************************
 GG0885  DESIGNATION -  AMERPORT AZ MK
 GG0885  PID         -  GG0885
 GG0885  STATE/COUNTY-  OK/MAYES
 GG0885  COUNTRY     -  US
 GG0885  USGS QUAD   -  CHOUTEAU (2019)
 GG0885
 GG0885                         *CURRENT SURVEY CONTROL
 GG0885  ______________________________________________________________________
 GG0885* NAD 83(1993) POSITION- 36 13 17.87747(N) 095 19 49.16226(W)   ADJUSTED
 GG0885* NAD 83(1993) ELLIP HT-   155.777 (meters)        (11/28/94)   ADJUSTED
 GG0885* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) VERTCON3
 GG0885  ______________________________________________________________________
 GG0885  GEOID HEIGHT    -        -29.166 (meters)                     GEOID18
 GG0885  NAD 83(1993) X  -   -478,573.860 (meters)                     COMP
 GG0885  NAD 83(1993) Y  - -5,129,353.506 (meters)                     COMP
 GG0885  NAD 83(1993) Z  -  3,748,151.542 (meters)                     COMP
 GG0885  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 GG0885  HORZ ORDER      -  SECOND
 GG0885  ELLP ORDER      -  FIFTH     CLASS I
 GG0885
 GG0885.This mark is at Mid-America Industrial Airport (H71)
 GG0885
 GG0885.The horizontal coordinates were established by GPS observations
 GG0885.and adjusted by the National Geodetic Survey in November 1994.
 GG0885
 GG0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0885
 GG0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0885.GEOID18 height accuracy estimate available here.
 GG0885
 GG0885.Click photographs - Photos may exist for this station.
 GG0885
 GG0885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0885
 GG0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0885
 GG0885.The ellipsoidal height was determined by GPS observations
 GG0885.and is referenced to NAD 83.
 GG0885
 GG0885. The following values were computed from the NAD 83(1993) position.
 GG0885
 GG0885;                    North         East     Units Scale Factor Converg.
 GG0885;SPC OK N     -   138,843.637   839,989.369   MT  0.99994585   +1 34 31.8
 GG0885;SPC OK N     -   455,522.83  2,755,865.12   sFT  0.99994585   +1 34 31.8
 GG0885;UTM  15      - 4,011,048.967   290,545.214   MT  1.00014058   -1 22 39.0
 GG0885
 GG0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0885!SPC OK N     -   0.99997555  x   0.99994585  =   0.99992140
 GG0885!UTM  15      -   0.99997555  x   1.00014058  =   1.00011613
 GG0885
 GG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9054511048(NAD 83)
 GG0885
 GG0885                          SUPERSEDED SURVEY CONTROL
 GG0885
 GG0885  NAD 83(1986)-  36 13 17.89014(N)    095 19 49.15985(W) AD(       ) 2
 GG0885  NGVD 29 (11/30/89)  184.7    (m)  RAPSU86  model used  GPS OBS        
 GG0885
 GG0885.Superseded values are not recommended for survey control.
 GG0885
 GG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0885.See file dsdata.pdf to determine how the superseded data were derived.
 GG0885
 GG0885_MARKER: I = METAL ROD
 GG0885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0885_STAMPING: AMERPORT AZ MK 1989
 GG0885_MARK LOGO: NGS
 GG0885_PROJECTION: FLUSH
 GG0885_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0885+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0885_ROD/PIPE-DEPTH: 3.7 meters
 GG0885_SLEEVE-DEPTH  : 1.0 meters
 GG0885
 GG0885  HISTORY     - Date     Condition        Report By
 GG0885  HISTORY     - 1989     MONUMENTED       NGS
 GG0885
 GG0885                          STATION DESCRIPTION
 GG0885
 GG0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0885'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) SOUTH OF PRYOR, AT THE
 GG0885'PRYOR CREEK/MID-AMERICA AIRPORT, NEAR THE SOUTH END AND ALONG THE WEST
 GG0885'SIDE OF THE RUNWAY.  OWNERSHIP--OKLAHOMA ORDINANCE WORKS AUTHORITY,
 GG0885'C/O AIRPORT MANAGER SKIP BUSH, P O BOX 945, PRYOR OK 74362.  PHONE
 GG0885'(918) 476-6090.
 GG0885'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 GG0885'HIGHWAY 20 IN PRYOR, GO SOUTHWEST FOR 8.3 KM (5.15 MI) ON HIGHWAY 69
 GG0885'TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST THEN SOUTH FOR 0.9 KM
 GG0885'(0.55 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE ON THE LEFT.  TURN
 GG0885'LEFT AND GO EAST FOR 0.2 KM (0.10 MI) PASSING THROUGH THE GATE AND
 GG0885'PAST THE AIRPORT OFFICE ON THE RIGHT AND ON A CONNECTING TAXIWAY TO
 GG0885'THE RUNWAY.  TURN RIGHT AND GO SOUTH FOR 1.0 KM (0.60 MI) ON THE
 GG0885'RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE A PAVED TURNAROUND ON
 GG0885'THE RIGHT.
 GG0885'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GG0885'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.7 METERS IN A GREASE
 GG0885'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GG0885'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GG0885'11.7 M (38.4 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 9.7 M
 GG0885'(31.8 FT) NORTH FROM THE NORTH EDGE OF THE TURNAROUND, 9.3 M
 GG0885'(30.5 FT) NORTHWEST FROM THE CENTER OF THE CURVING NORTHWEST JUNCTION
 GG0885'OF THE TURNAROUND AND RUNWAY, AND 6.4 M (21.0 FT) SOUTHEAST FROM THE
 GG0885'SOUTHEAST SUPPORT LEG FOR THE SOUTHERN MOST VASI.
 GG0885'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0546 ***********************************************************************
 GJ0546  DESIGNATION -  AMES
 GJ0546  PID         -  GJ0546
 GJ0546  STATE/COUNTY-  OK/MAJOR
 GJ0546  COUNTRY     -  US
 GJ0546  USGS QUAD   -  AMES (2018)
 GJ0546
 GJ0546                         *CURRENT SURVEY CONTROL
 GJ0546  ______________________________________________________________________
 GJ0546* NAD 83(1993) POSITION- 36 12 17.68079(N) 098 11 34.92282(W)   ADJUSTED
 GJ0546* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 GJ0546  ______________________________________________________________________
 GJ0546  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 GJ0546  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 GJ0546  HORZ ORDER      -  FIRST
 GJ0546
 GJ0546.The horizontal coordinates were established by classical geodetic methods
 GJ0546.and adjusted by the National Geodetic Survey in November 1994.
 GJ0546
 GJ0546.The orthometric height was scaled from a topographic map.
 GJ0546
 GJ0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0546.GEOID18 height accuracy estimate available here.
 GJ0546
 GJ0546.Click photographs - Photos may exist for this station.
 GJ0546
 GJ0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0546
 GJ0546. The following values were computed from the NAD 83(1993) position.
 GJ0546
 GJ0546;                    North         East     Units Scale Factor Converg.
 GJ0546;SPC OK N     -   133,705.764   582,641.425   MT  0.99994562   -0 06 50.1
 GJ0546;SPC OK N     -   438,666.33  1,911,549.41   sFT  0.99994562   -0 06 50.1
 GJ0546;UTM  14      - 4,006,978.261   572,542.031   MT  0.99966484   +0 28 36.0
 GJ0546
 GJ0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0546!SPC OK N     -   0.99994716  x   0.99994562  =   0.99989279
 GJ0546!UTM  14      -   0.99994716  x   0.99966484  =   0.99961202
 GJ0546
 GJ0546:                Primary Azimuth Mark                     Grid Az
 GJ0546:SPC OK N     -  AMES AZ MK                               188 20 32.6
 GJ0546:UTM  14      -  AMES AZ MK                               187 45 06.5
 GJ0546
 GJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7254206978(NAD 83)
 GJ0546
 GJ0546|---------------------------------------------------------------------|
 GJ0546| PID    Reference Object                     Distance      Geod. Az  |
 GJ0546|                                                           dddmmss.s |
 GJ0546| GJ0545 AMES FARMERS ELEVATOR N ELEV        APPROX. 4.7 KM 0105650.6 |
 GJ0546| CK8797 AMES AZ MK                                         1881342.5 |
 GJ0546| CK8798 AMES RM 1                            12.551 METERS 19920     |
 GJ0546| GJ0550 OKEENE CAT CH N SPIRE               APPROX.14.9 KM 2274202.1 |
 GJ0546| GJ0551 OKEENE MUNICIPAL WATER TANK         APPROX.15.1 KM 2284417.1 |
 GJ0546| GJ0552 OKEENE FARMERS CO OP EXCH ELEV      APPROX.14.9 KM 2300241.0 |
 GJ0546| CK8799 AMES RM 2                             8.269 METERS 29046     |
 GJ0546|---------------------------------------------------------------------|
 GJ0546
 GJ0546                          SUPERSEDED SURVEY CONTROL
 GJ0546
 GJ0546  NAD 83(1986)-  36 12 17.68584(N)    098 11 34.90829(W) AD(       ) 1
 GJ0546  NAD 27      -  36 12 17.55650(N)    098 11 33.66593(W) AD(       ) 1
 GJ0546
 GJ0546.Superseded values are not recommended for survey control.
 GJ0546
 GJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0546.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0546
 GJ0546_MARKER: DS = TRIANGULATION STATION DISK
 GJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0546_STAMPING: AMES 1963
 GJ0546_MARK LOGO: CGS
 GJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0546+STABILITY: SURFACE MOTION
 GJ0546
 GJ0546  HISTORY     - Date     Condition        Report By
 GJ0546  HISTORY     - 1963     MONUMENTED       CGS
 GJ0546
 GJ0546                          STATION DESCRIPTION
 GJ0546
 GJ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0546'THE STATION IS ON A LOW, SANDY HILL THAT IS COVERED WITH SCRUB
 GJ0546'OAK.  IT IS ABOUT 9 MILES NORTHEAST OF OKEENE AND 2-3/4 MILES SOUTH
 GJ0546'OF AMES ON PROPERTY OWNED BY MR. WILLIE SUIT OF DRUMMOND.
 GJ0546'
 GJ0546'TO REACH THE STATION FROM THE POST OFFICE IN AMES, GO WEST ON A
 GJ0546'MACADAM ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GJ0546'SOUTH ON GRADED ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE SOUTH ON
 GJ0546'GRADED ROAD FOR 0.85 MILE TO THE TOP OF A GRADE AND THE END OF
 GJ0546'TRUCK TRAVEL.  (TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON GRADED
 GJ0546'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.) PACK EASTERLY TO
 GJ0546'THE TOP OF THE SANDY HILL AND THE STATION.  IT IS ABOUT A 60
 GJ0546'YARD PACK.
 GJ0546'
 GJ0546'STATION MARK IS A STANDARD DISK, STAMPED AMES 1963, SET IN THE TOP
 GJ0546'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 6.4
 GJ0546'FEET EAST OF A WITNESS POST.
 GJ0546'
 GJ0546'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMES NO 1 1963, SET IN
 GJ0546'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0546'SURFACE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0546'
 GJ0546'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMES NO 2 1963, SET IN
 GJ0546'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0546'ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0546'
 GJ0546'AZIMUTH MARK IS A STANDARD DISK, STAMPED AMES 1963, SET IN THE TOP
 GJ0546'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 36
 GJ0546'FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 1.8 FEET SOUTH OF
 GJ0546'A WITNESS POST AND 1.3 FEET EAST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0545 ***********************************************************************
 GJ0545  DESIGNATION -  AMES FARMERS ELEVATOR N ELEV
 GJ0545  PID         -  GJ0545
 GJ0545  STATE/COUNTY-  OK/MAJOR
 GJ0545  COUNTRY     -  US
 GJ0545  USGS QUAD   -  AMES (2018)
 GJ0545
 GJ0545                         *CURRENT SURVEY CONTROL
 GJ0545  ______________________________________________________________________
 GJ0545* NAD 83(1993) POSITION- 36 14 48.40895(N) 098 10 58.92936(W)   ADJUSTED
 GJ0545  ______________________________________________________________________
 GJ0545  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 GJ0545  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 GJ0545  HORZ ORDER      -  THIRD
 GJ0545
 GJ0545.The horizontal coordinates were established by classical geodetic methods
 GJ0545.and adjusted by the National Geodetic Survey in November 1994.
 GJ0545
 GJ0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0545.GEOID18 height accuracy estimate available here.
 GJ0545
 GJ0545.Click photographs - Photos may exist for this station.
 GJ0545
 GJ0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0545
 GJ0545. The following values were computed from the NAD 83(1993) position.
 GJ0545
 GJ0545;                    North         East     Units Scale Factor Converg.
 GJ0545;SPC OK N     -   138,349.673   583,549.268   MT  0.99994636   -0 06 28.9
 GJ0545;SPC OK N     -   453,902.22  1,914,527.89   sFT  0.99994636   -0 06 28.9
 GJ0545;UTM  14      - 4,011,629.981   573,401.698   MT  0.99966638   +0 28 59.0
 GJ0545
 GJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7340111629(NAD 83)
 GJ0545
 GJ0545                          SUPERSEDED SURVEY CONTROL
 GJ0545
 GJ0545  NAD 83(1986)-  36 14 48.41445(N)    098 10 58.91557(W) AD(       ) 3
 GJ0545  NAD 27      -  36 14 48.20707(N)    098 10 57.54952(W) AD(       ) 3
 GJ0545
 GJ0545.Superseded values are not recommended for survey control.
 GJ0545
 GJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0545.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0545
 GJ0545_MARKER: 65 = GRAIN ELEVATOR
 GJ0545
 GJ0545  HISTORY     - Date     Condition        Report By
 GJ0545  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0545
 GJ0545                          STATION DESCRIPTION
 GJ0545
 GJ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0545'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 165
 GJ0545'FOOT HIGH ELEVATOR.  IT IS THE HIGHEST AND MOST NORTHERLY ONE
 GJ0545'OF TWO ELEVATORS LOCATED AT THE EAST EDGE OF AMES AND 100 FEET
 GJ0545'SOUTHEAST OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0086 ***********************************************************************
 FK0086  DESIGNATION -  ANADARKO
 FK0086  PID         -  FK0086
 FK0086  STATE/COUNTY-  OK/CADDO
 FK0086  COUNTRY     -  US
 FK0086  USGS QUAD   -  ANADARKO EAST (2018)
 FK0086
 FK0086                         *CURRENT SURVEY CONTROL
 FK0086  ______________________________________________________________________
 FK0086* NAD 83(1986) POSITION- 35 04 36.     (N) 098 14 36.     (W)   SCALED
 FK0086* NAVD 88 ORTHO HEIGHT -   360.728 (meters)     1183.49  (feet) ADJUSTED
 FK0086  ______________________________________________________________________
 FK0086  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 FK0086  DYNAMIC HEIGHT  -        360.364 (meters)     1182.29  (feet) COMP
 FK0086  MODELED GRAVITY -    979,615.2   (mgal)                       NAVD 88
 FK0086
 FK0086  VERT ORDER      -  SECOND    CLASS 0
 FK0086
 FK0086.The horizontal coordinates were scaled from a map and have
 FK0086.an estimated accuracy of +/- 6 seconds.
 FK0086
 FK0086.The orthometric height was determined by differential leveling and
 FK0086.adjusted by the NATIONAL GEODETIC SURVEY
 FK0086.in June 1991.
 FK0086
 FK0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0086.GEOID18 height accuracy estimate available here.
 FK0086
 FK0086.Click photographs - Photos may exist for this station.
 FK0086
 FK0086.The dynamic height is computed by dividing the NAVD 88
 FK0086.geopotential number by the normal gravity value computed on the
 FK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0086.degrees latitude (g = 980.6199 gals.).
 FK0086
 FK0086.The modeled gravity was interpolated from observed gravity values.
 FK0086
 FK0086;                    North         East    Units  Estimated Accuracy
 FK0086;SPC OK S     -   193,410.      577,810.      MT  (+/- 180 meters Scaled)
 FK0086
 FK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND689818(NAD 83)
 FK0086
 FK0086                          SUPERSEDED SURVEY CONTROL
 FK0086
 FK0086  NGVD 29 (??/??/92)  360.597  (m)         1183.06   (f) ADJ UNCH    2 0
 FK0086
 FK0086.Superseded values are not recommended for survey control.
 FK0086
 FK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0086.See file dsdata.pdf to determine how the superseded data were derived.
 FK0086
 FK0086_MARKER: DB = BENCH MARK DISK
 FK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0086_STAMPING: ANADARKO 1934
 FK0086_MARK LOGO: CGS
 FK0086_PROJECTION: FLUSH
 FK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0086+STABILITY: SURFACE MOTION
 FK0086
 FK0086  HISTORY     - Date     Condition        Report By
 FK0086  HISTORY     - 1934     MONUMENTED       CGS
 FK0086  HISTORY     - 1974     GOOD             OKDH
 FK0086
 FK0086                          STATION DESCRIPTION
 FK0086
 FK0086'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1974
 FK0086'IN ANADARKO.
 FK0086'AT ANADARKO, CADDO COUNTY, 42 FEET EAST OF THE CENTERLINE OF
 FK0086'6TH ST. (U.S. 281 AND SH 8 AND 50 FT NORTH OF THE CENTERLINE
 FK0086'OF MAIN ST.  A STANDARD DISK, STAMPED ANADARKO 1934 AND SET
 FK0086'IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9755 ***********************************************************************
 DG9755  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9755  DESIGNATION -  ANADARKO CORS ARP
 DG9755  CORS_ID     -  OKAO
 DG9755  PID         -  DG9755
 DG9755  STATE/COUNTY-  OK/CADDO
 DG9755  COUNTRY     -  US
 DG9755  USGS QUAD   -  ANADARKO EAST (2018)
 DG9755
 DG9755                         *CURRENT SURVEY CONTROL
 DG9755  ______________________________________________________________________
 DG9755* NAD 83(2011) POSITION- 35 04 35.04531(N) 098 14 45.20015(W)   ADJUSTED
 DG9755* NAD 83(2011) ELLIP HT-   340.453 (meters)        (04/??/25)   ADJUSTED
 DG9755* NAD 83(2011) EPOCH   -  2010.00
 DG9755  ______________________________________________________________________
 DG9755  GEOID HEIGHT    -        -26.779 (meters)                     GEOID18
 DG9755  NAD 83(2011) X  -   -749,498.278 (meters)                     COMP
 DG9755  NAD 83(2011) Y  - -5,171,812.760 (meters)                     COMP
 DG9755  NAD 83(2011) Z  -  3,645,002.509 (meters)                     COMP
 DG9755
 DG9755  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9755  Standards:
 DG9755         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9755            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9755  -------------------------------------------------------------------
 DG9755  NETWORK    0.14   0.18           0.07   0.04   0.09     -0.31302300
 DG9755  -------------------------------------------------------------------
 DG9755
 DG9755.The coordinates were established by GPS observations
 DG9755.and adjusted by the National Geodetic Survey in April 2025.
 DG9755
 DG9755.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9755.been affixed to the stable North American Tectonic Plate. 
 DG9755
 DG9755.The coordinates are valid at the epoch date displayed above
 DG9755.which is a decimal equivalence of Year/Month/Day.
 DG9755
 DG9755.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9755.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9755.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9755.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9755.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9755.published epoch of 2010.00.
 DG9755
 DG9755.Additional information on MYCS is available at:
 DG9755.https://geodesy.noaa.gov/CORS/index.shtml
 DG9755
 DG9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9755.GEOID18 height accuracy estimate available here.
 DG9755
 DG9755.The PID for the CORS L1 Phase Center is DR3574.
 DG9755
 DG9755.Click photographs - Photos may exist for this station.
 DG9755
 DG9755.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9755
 DG9755.The ellipsoidal height was determined by GPS observations
 DG9755.and is referenced to NAD 83.
 DG9755
 DG9755. The following values were computed from the NAD 83(2011) position.
 DG9755
 DG9755;                    North         East     Units Scale Factor Converg.
 DG9755;SPC OK S     -   193,378.320   577,574.767   MT  0.99997275   -0 08 22.5
 DG9755;SPC OK S     -   634,442.04  1,894,926.55   sFT  0.99997275   -0 08 22.5
 DG9755;UTM  14      - 3,881,775.761   568,750.539   MT  0.99965825   +0 26 00.2
 DG9755
 DG9755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9755!SPC OK S     -   0.99994656  x   0.99997275  =   0.99991931
 DG9755!UTM  14      -   0.99994656  x   0.99965825  =   0.99960483
 DG9755
 DG9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6875081775(NAD 83)
 DG9755
 DG9755                          SUPERSEDED SURVEY CONTROL
 DG9755
 DG9755  NAD 83(2011)-  35 04 35.04524(N)    098 14 45.20033(W) AD(2010.00) c
 DG9755  ELLIP H (05/??/21)  340.434  (m)                       GP(2010.00) c c
 DG9755  NAD 83(2011)-  35 04 35.04525(N)    098 14 45.20033(W) AD(2010.00) c
 DG9755  ELLIP H (05/??/20)  340.460  (m)                       GP(2010.00) c c
 DG9755  NAD 83(2011)-  35 04 35.04525(N)    098 14 45.20033(W) AD(2010.00) c
 DG9755  ELLIP H (06/??/19)  340.487  (m)                       GP(2010.00) c c
 DG9755  NAD 83(2011)-  35 04 35.04551(N)    098 14 45.20011(W) AD(2010.00) c
 DG9755  ELLIP H (08/??/11)  340.446  (m)                       GP(2010.00) c c
 DG9755  NAD 83(CORS)-  35 04 35.04542(N)    098 14 45.20099(W) AD(2002.00) c
 DG9755  ELLIP H (04/??/05)  340.450  (m)                       GP(2002.00) c c
 DG9755
 DG9755.Superseded values are not recommended for survey control.
 DG9755
 DG9755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9755.See file dsdata.pdf to determine how the superseded data were derived.
 DG9755
 DG9755_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9755
 DG9755                          STATION DESCRIPTION
 DG9755
 DG9755'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9755'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9755'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9755'AND LOG FILES ACCESSIBLE AT:
 DG9755'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0616 ***********************************************************************
 FK0616  DESIGNATION -  ANTELOPE
 FK0616  PID         -  FK0616
 FK0616  STATE/COUNTY-  OK/ROGER MILLS
 FK0616  COUNTRY     -  US
 FK0616  USGS QUAD   -  ANTELOPE HILLS (2018)
 FK0616
 FK0616                         *CURRENT SURVEY CONTROL
 FK0616  ______________________________________________________________________
 FK0616* NAD 83(1993) POSITION- 35 54 15.71940(N) 099 53 04.81056(W)   ADJUSTED
 FK0616* NAVD 88 ORTHO HEIGHT -   792.7   (meters)     2601.    (feet) VERTCON3
 FK0616  ______________________________________________________________________
 FK0616  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 FK0616  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 FK0616  HORZ ORDER      -  FIRST
 FK0616
 FK0616.The horizontal coordinates were established by classical geodetic methods
 FK0616.and adjusted by the National Geodetic Survey in November 1994.
 FK0616
 FK0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0616
 FK0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0616.GEOID18 height accuracy estimate available here.
 FK0616
 FK0616.Click photographs - Photos may exist for this station.
 FK0616
 FK0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0616
 FK0616. The following values were computed from the NAD 83(1993) position.
 FK0616
 FK0616;                    North         East     Units Scale Factor Converg.
 FK0616;SPC OK N     -   101,992.969   429,884.500   MT  0.99995589   -1 06 44.0
 FK0616;SPC OK N     -   334,621.93  1,410,379.40   sFT  0.99995589   -1 06 44.0
 FK0616;UTM  14      - 3,973,702.824   420,169.678   MT  0.99967853   -0 31 07.8
 FK0616
 FK0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0616!SPC OK N     -   0.99988005  x   0.99995589  =   0.99983595
 FK0616!UTM  14      -   0.99988005  x   0.99967853  =   0.99955862
 FK0616
 FK0616:                Primary Azimuth Mark                     Grid Az
 FK0616:SPC OK N     -  ANTELOPE AZ MK                           183 49 41.3
 FK0616:UTM  14      -  ANTELOPE AZ MK                           183 14 05.1
 FK0616
 FK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME2016973702(NAD 83)
 FK0616
 FK0616|---------------------------------------------------------------------|
 FK0616| PID    Reference Object                     Distance      Geod. Az  |
 FK0616|                                                           dddmmss.s |
 FK0616| CK8804 ANTELOPE RM 1                       167.360 METERS 00427     |
 FK0616| CK8807 ANTELOPE RM 4                        51.758 METERS 07616     |
 FK0616| CK8805 ANTELOPE RM 2                        54.535 METERS 08233     |
 FK0616| CK8806 ANTELOPE RM 3                        10.119 METERS 17652     |
 FK0616| CK8808 ANTELOPE RM 5                        10.839 METERS 18035     |
 FK0616| CK8803 ANTELOPE AZ MK                                     1824257.3 |
 FK0616| GK0985 HIGGINS MUNICIPAL WATER TANK        APPROX.26.8 KM 3315028.5 |
 FK0616|---------------------------------------------------------------------|
 FK0616
 FK0616                          SUPERSEDED SURVEY CONTROL
 FK0616
 FK0616  NAD 83(1986)-  35 54 15.72659(N)    099 53 04.79806(W) AD(       ) 1
 FK0616  NAD 27      -  35 54 15.56074(N)    099 53 03.38234(W) AD(       ) 1
 FK0616  NGVD 29 (07/19/86)  792.4    (m)         2600.     (f) VERT ANG       
 FK0616
 FK0616.Superseded values are not recommended for survey control.
 FK0616
 FK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0616.See file dsdata.pdf to determine how the superseded data were derived.
 FK0616
 FK0616_MARKER: DS = TRIANGULATION STATION DISK
 FK0616_SETTING: 66 = SET IN ROCK OUTCROP
 FK0616_STAMPING: ANTELOPE 1927
 FK0616_MARK LOGO: CGS
 FK0616_PROJECTION: PROJECTING 8 CENTIMETERS
 FK0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FK0616+STABILITY: POSITION/ELEVATION WELL
 FK0616
 FK0616  HISTORY     - Date     Condition        Report By
 FK0616  HISTORY     - 1927     MONUMENTED       CGS
 FK0616  HISTORY     - 1952     GOOD             CGS
 FK0616  HISTORY     - 1963     GOOD             CGS
 FK0616
 FK0616                          STATION DESCRIPTION
 FK0616
 FK0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0616'ABOUT 2-1/4 MILES E AND 4-1/4 MILES N OF DURHAM, IN SECTION
 FK0616'32, T. 17 N., R. 25 W., ON HIGHEST POINT OF ANTELOPE HILLS.
 FK0616'
 FK0616'TO REACH FROM DURHAM GO E 2 MILES ON HIGHWAY 24, THENCE N,
 FK0616'ON SECTION LINE ROAD 2-1/2 MILES, THROUGH GATE AND BY MAIN
 FK0616'PASTURE ROAD 0.7 MILE TO FORKS.  FOLLOW RIGHT-HAND FORK
 FK0616'ONE-HALF MILE, THEN STRAIGHT N THROUGH GATE ABOUT ONE-HALF
 FK0616'MILE TO FOOT OF MESA.  STATION IS ABOUT 250 METERS (820 FEET)
 FK0616'NW OF ROAD.
 FK0616'
 FK0616'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FK0616'SET IN ROCKS.
 FK0616'
 FK0616'REFERENCE MARK NO.1 IS 167.36 METERS (549.1 FEET) FROM
 FK0616'STATION, N 4 DEG 27 MIN 02 SEC E.
 FK0616'
 FK0616'REFERENCE MARK NO.2 IS 54.55 METERS (178.97 FEET) FROM
 FK0616'STATION, N 82 DEG 34 MIN E.  ELEVATION OF STATION,
 FK0616'792.4 METERS (2,600 FEET).
 FK0616
 FK0616                          STATION RECOVERY (1952)
 FK0616
 FK0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FK0616'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK
 FK0616'NO. 1 WAS NOT RECOVERED.  A THROUGH SEARCH WAS MADE FOR THE
 FK0616'MARK BUT IT WAS NOT LOCATED AND IS BELIEVED LOST DUE TO
 FK0616'EROSION IN THAT AREA.  REFERENCE MARK NO. 3 AND AN AZIMUTH
 FK0616'MARK WERE ESTABLISHED BY THIS STATION.  A NEW DESCRIPTION
 FK0616'FOLLOWS.
 FK0616'
 FK0616'THE STATION IS LOCATED ABOUT 4-1/4 MILES NORTH AND 2-1/4
 FK0616'MILES EAST OF DURHAM, ON THE HIGHEST POINT OF ANTELOPE HILLS.
 FK0616'
 FK0616'TO REACH THE STATION FROM DURHAM, GO EAST ON THE DIRT ROAD
 FK0616'FOR 1.9 MILES TO A CROSSROAD, TURN LEFT, NORTH, AND GO 2.4
 FK0616'MILES TO A CROSSROAD AND CATTLE GUARD, CROSS CATTLE GUARD
 FK0616'AND CONTINUE NORTH ON THE MAIN ROAD FOR 1.25 MILES TO A
 FK0616'CATTLE GUARD, CROSS CATTLE GUARD AND GO 0.15 MILE TO THE
 FK0616'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD, CONTINUE
 FK0616'STRAIGHT AHEAD FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK
 FK0616'AND CONTINUE AHEAD, NORTHERLY, FOR 0.8 MILE, TURN LEFT, WEST,
 FK0616'OFF MAIN ROAD AND GO ACROSS COUNTRY FOR 0.15 MILE TO THE BASE
 FK0616'OF THE BUTTE AND END OF TRUCK TRAVEL, PACK WESTERLY UP STEEP
 FK0616'SLOPE TO THE HIGHEST POINT OF THE BUTTE AND STATION SITE.
 FK0616'ABOUT 5 MINUTES PACK.
 FK0616'
 FK0616'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE
 FK0616'CONCRETE POST THAT PROJECTS 8 INCHES.  THE MARK IS STAMPED
 FK0616'ANTELOPE 1927 AND IS SET ON THE HIGHEST POINT OF THE SOUTH
 FK0616'END OF THE BUTTE.  IT IS 180 METERS WEST OF THE EAST RIM
 FK0616'AND 60 METERS NORTH OF A SMALL GROVE OF TREES.
 FK0616'
 FK0616'REFERENCE MARK NO. 2, STAMPED ANTELOPE NO 2 1927, IS A STANDARD
 FK0616'BRONZE DISK SET IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FK0616'IT IS 12 FEET WEST OF THE EAST RIM OF THE BUTTE.
 FK0616'
 FK0616'REFERENCE MARK NO. 3, STAMPED ANTELOPE NO 3 1952, IS A STANDARD
 FK0616'BRONZE DISK BRAZED TO THE TOP OF A 3 INCH IRON PIPE THAT
 FK0616'PROJECTS 6 INCHES.
 FK0616'
 FK0616'THE AZIMUTH MARK STAMPED ANTELOPE 1952, IS A STANDARD BRONZE
 FK0616'DISK BRAZED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 FK0616'3 INCHES.  IT IS 32 FEET EAST OF THE CENTER LINE OF A BLADED
 FK0616'ROAD, 3 FEET HIGHER THAN THE ROAD AND 2 FEET NORTH OF A WHITE
 FK0616'WITNESS POST.
 FK0616
 FK0616                          STATION RECOVERY (1963)
 FK0616
 FK0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0616'THE STATION MARK WAS RECOVERED.  THE AZIMUTH MARK BEARING
 FK0616'A 1952 DATE WAS RECOVERED.  REFERENCE MARKS 1 AND 2 WERE
 FK0616'NOT RECOVERED.  REFERENCE MARK 3 WAS RECOVERED BUT WAS IN
 FK0616'SUCH POOR CONDITION IT WAS NOT USED.  TWO NEW REFERENCE MARKS
 FK0616'WERE ESTABLISHED.  THE 1952 DESCRIPTION WAS NOT AVAILABLE
 FK0616'AT THIS WRITING.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FK0616'
 FK0616'THE STATION IS ABOUT 4-1/4 MILES NORTH AND 2-1/2 MILES EAST OF
 FK0616'DURHAM, 16 MILES SOUTH AND 6 MILES WEST OF ARNETT, 5 MILES
 FK0616'NORTH AND 4-1/2 MILES WEST OF CRAWFORD, ON THE SUMMIT OF
 FK0616'THE HIGHEST BUTTE IN THE ANTELOPE HILLS.
 FK0616'
 FK0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FK0616'60 AND 283, 0.7 MILE EAST OF ARNETT, GO SOUTH ON U.S. HIGHWAY
 FK0616'283 FOR 24.2 MILES TO STATE HIGHWAY 33.  TURN RIGHT AND GO
 FK0616'WEST ON HIGHWAY 33 FOR 9.6 MILES TO A CROSSROADS.  TURN
 FK0616'RIGHT AND GO NORTH ON A GRADED ROAD FOR 4.0 MILES TO A
 FK0616'CATTLEGUARD.  CROSS THE CATTLEGUARD AND CONTINUE NORTH FOR
 FK0616'1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 FK0616'FOR 0.5 MILE TO ANOTHER CATTLEGUARD.  CONTINUE NORTH FOR 0.45
 FK0616'MILE TO A SIDE ROAD ON THE RIGHT AT THE BOTTOM OF A WASH.
 FK0616'TURN LEFT AND GO ACROSS COUNTRY FOR 0.2 MILE TO THE EAST
 FK0616'BASE OF THE BUTTE.  FROM THIS POINT PACK WEST FOR ABOUT 5
 FK0616'MINUTES TO THE HIGHEST POINT AND THE STATION.
 FK0616'
 FK0616'THE STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1927, SET
 FK0616'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 FK0616'3 INCHES.
 FK0616'
 FK0616'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED ANTELOPE NO 5
 FK0616'1927, BRAZED TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 5 INCHES.
 FK0616'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 FK0616'
 FK0616'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ANTELOPE NO 4
 FK0616'1927, CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK OUTCROP
 FK0616'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 6 FEET WEST OF
 FK0616'THE EAST EDGE OF THE BUTTE AND ABOUT 6 FEET LOWER THAN THE
 FK0616'STATION.
 FK0616'
 FK0616'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1952,
 FK0616'BRAZED TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 4 INCHES.
 FK0616'IT IS 32 FEET EAST OF THE CENTERLINE OF THE ROAD AND ABOUT
 FK0616'8 FEET HIGHER, ABOUT 250 FEET NORTH OF A CATTLEGUARD AND
 FK0616'2.0 FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1025 ***********************************************************************
 EK1025  DESIGNATION -  ANTEPORT
 EK1025  PID         -  EK1025
 EK1025  STATE/COUNTY-  OK/PUSHMATAHA
 EK1025  COUNTRY     -  US
 EK1025  USGS QUAD   -  ANTLERS WEST (2019)
 EK1025
 EK1025                         *CURRENT SURVEY CONTROL
 EK1025  ______________________________________________________________________
 EK1025* NAD 83(1993) POSITION- 34 11 48.92194(N) 095 39 00.39038(W)   ADJUSTED
 EK1025* NAD 83(1993) ELLIP HT-   145.070 (meters)        (11/28/94)   ADJUSTED
 EK1025* NAVD 88 ORTHO HEIGHT -   174.8   (meters)      573.    (feet) VERTCON3
 EK1025  ______________________________________________________________________
 EK1025  GEOID HEIGHT    -        -29.863 (meters)                     GEOID18
 EK1025  NAD 83(1993) X  -   -519,944.636 (meters)                     COMP
 EK1025  NAD 83(1993) Y  - -5,255,475.057 (meters)                     COMP
 EK1025  NAD 83(1993) Z  -  3,564,616.149 (meters)                     COMP
 EK1025  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 EK1025  HORZ ORDER      -  SECOND
 EK1025  ELLP ORDER      -  FIFTH     CLASS I
 EK1025
 EK1025.This mark is at Antlers Airport (80F)
 EK1025
 EK1025.The horizontal coordinates were established by GPS observations
 EK1025.and adjusted by the National Geodetic Survey in November 1994.
 EK1025
 EK1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1025
 EK1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1025.GEOID18 height accuracy estimate available here.
 EK1025
 EK1025.Click photographs - Photos may exist for this station.
 EK1025
 EK1025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1025
 EK1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1025
 EK1025.The ellipsoidal height was determined by GPS observations
 EK1025.and is referenced to NAD 83.
 EK1025
 EK1025. The following values were computed from the NAD 83(1993) position.
 EK1025
 EK1025;                    North         East     Units Scale Factor Converg.
 EK1025;SPC OK S     -    98,313.116   816,563.468   MT  0.99995865   +1 20 01.8
 EK1025;SPC OK S     -   322,548.95  2,679,008.64   sFT  0.99995865   +1 20 01.8
 EK1025;UTM  15      - 3,787,166.177   255,802.093   MT  1.00033514   -1 29 24.7
 EK1025
 EK1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1025!SPC OK S     -   0.99997723  x   0.99995865  =   0.99993588
 EK1025!UTM  15      -   0.99997723  x   1.00033514  =   1.00031236
 EK1025
 EK1025:                Primary Azimuth Mark                     Grid Az
 EK1025:SPC OK S     -  ANTEPORT AZ MK                           178 39 02.2
 EK1025:UTM  15      -  ANTEPORT AZ MK                           181 28 28.7
 EK1025
 EK1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5580287166(NAD 83)
 EK1025
 EK1025|---------------------------------------------------------------------|
 EK1025| PID    Reference Object                     Distance      Geod. Az  |
 EK1025|                                                           dddmmss.s |
 EK1025| EK1026 ANTEPORT AZ MK                      APPROX. 1.0 KM 1795904.0 |
 EK1025|---------------------------------------------------------------------|
 EK1025
 EK1025                          SUPERSEDED SURVEY CONTROL
 EK1025
 EK1025  NAD 83(1986)-  34 11 48.92765(N)    095 39 00.39880(W) AD(       ) 2
 EK1025  NGVD 29 (11/30/89)  174.7    (m)  RAPSU86  model used  GPS OBS        
 EK1025
 EK1025.Superseded values are not recommended for survey control.
 EK1025
 EK1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1025.See file dsdata.pdf to determine how the superseded data were derived.
 EK1025
 EK1025_MARKER: I = METAL ROD
 EK1025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1025_STAMPING: ANTEPORT 1989
 EK1025_MARK LOGO: NGS
 EK1025_PROJECTION: FLUSH
 EK1025_MAGNETIC: I = MARKER IS A STEEL ROD
 EK1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1025+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EK1025_ROD/PIPE-DEPTH: 5.0 meters
 EK1025_SLEEVE-DEPTH  : 1.0 meters
 EK1025
 EK1025  HISTORY     - Date     Condition        Report By
 EK1025  HISTORY     - 1989     MONUMENTED       NGS
 EK1025
 EK1025                          STATION DESCRIPTION
 EK1025
 EK1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EK1025'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTHWEST OF ANTLERS, AT
 EK1025'THE ANTLERS MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR THE NORTH
 EK1025'END OF THE RUNWAY.  OWNERSHIP--CITY OF ANTLERS, C/O AIRPORT MANAGER
 EK1025'JOHN EDWARDS, CITY HALL, 200 SOUTH HIGH STREET, ANTLERS OK 74523.
 EK1025'PHONE (405) 298-5635.
 EK1025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 EK1025'HIGHWAY 3 IN ANTLERS, GO SOUTH FOR 5.0 KM (3.10 MI) ON HIGHWAY 271 TO
 EK1025'A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.6 KM (1.60 MI) ON
 EK1025'THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR
 EK1025'0.8 KM (0.50 MI) ON THE AIRPORT ENTRANCE ROAD TO A HANGAR AND A
 EK1025'CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 EK1025'(0.05 MI) ON THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO
 EK1025'NORTH FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO THE STATION ON THE LEFT
 EK1025'JUST BEFORE A PAVED TURN AROUND.
 EK1025'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EK1025'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.0 METERS IN A GREASE
 EK1025'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EK1025'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EK1025'12.7 M (41.7 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE TURN
 EK1025'AROUND, 12.1 M (39.7 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, AND
 EK1025'5.1 M (16.7 FT) SOUTH FROM THE SOUTH EDGE OF THE TURN AROUND.
 EK1025'DESCRIBED BY K L FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1026 ***********************************************************************
 EK1026  DESIGNATION -  ANTEPORT AZ MK
 EK1026  PID         -  EK1026
 EK1026  STATE/COUNTY-  OK/PUSHMATAHA
 EK1026  COUNTRY     -  US
 EK1026  USGS QUAD   -  ANTLERS WEST (2019)
 EK1026
 EK1026                         *CURRENT SURVEY CONTROL
 EK1026  ______________________________________________________________________
 EK1026* NAD 83(1993) POSITION- 34 11 17.81962(N) 095 39 00.38022(W)   ADJUSTED
 EK1026* NAD 83(1993) ELLIP HT-   143.205 (meters)        (11/28/94)   ADJUSTED
 EK1026* NAVD 88 ORTHO HEIGHT -   172.8   (meters)      567.    (feet) VERTCON3
 EK1026  ______________________________________________________________________
 EK1026  GEOID HEIGHT    -        -29.823 (meters)                     GEOID18
 EK1026  NAD 83(1993) X  -   -519,997.250 (meters)                     COMP
 EK1026  NAD 83(1993) Y  - -5,256,009.512 (meters)                     COMP
 EK1026  NAD 83(1993) Z  -  3,563,822.382 (meters)                     COMP
 EK1026  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC18
 EK1026  HORZ ORDER      -  SECOND
 EK1026  ELLP ORDER      -  FIFTH     CLASS I
 EK1026
 EK1026.This mark is at Antlers Airport (80F)
 EK1026
 EK1026.The horizontal coordinates were established by GPS observations
 EK1026.and adjusted by the National Geodetic Survey in November 1994.
 EK1026
 EK1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1026
 EK1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1026.GEOID18 height accuracy estimate available here.
 EK1026
 EK1026.Click photographs - Photos may exist for this station.
 EK1026
 EK1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1026
 EK1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1026
 EK1026.The ellipsoidal height was determined by GPS observations
 EK1026.and is referenced to NAD 83.
 EK1026
 EK1026. The following values were computed from the NAD 83(1993) position.
 EK1026
 EK1026;                    North         East     Units Scale Factor Converg.
 EK1026;SPC OK S     -    97,355.073   816,586.035   MT  0.99995967   +1 20 01.8
 EK1026;SPC OK S     -   319,405.77  2,679,082.68   sFT  0.99995967   +1 20 01.8
 EK1026;UTM  15      - 3,786,207.826   255,777.425   MT  1.00033529   -1 29 23.5
 EK1026
 EK1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1026!SPC OK S     -   0.99997752  x   0.99995967  =   0.99993719
 EK1026!UTM  15      -   0.99997752  x   1.00033529  =   1.00031280
 EK1026
 EK1026:                Primary Azimuth Mark                     Grid Az
 EK1026:SPC OK S     -  ANTEPORT                                 358 39 02.2
 EK1026:UTM  15      -  ANTEPORT                                 001 28 27.5
 EK1026
 EK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5577786207(NAD 83)
 EK1026
 EK1026|---------------------------------------------------------------------|
 EK1026| PID    Reference Object                     Distance      Geod. Az  |
 EK1026|                                                           dddmmss.s |
 EK1026| EK1025 ANTEPORT                            APPROX. 1.0 KM 3595904.0 |
 EK1026|---------------------------------------------------------------------|
 EK1026
 EK1026                          SUPERSEDED SURVEY CONTROL
 EK1026
 EK1026  NAD 83(1986)-  34 11 17.82521(N)    095 39 00.39004(W) AD(       ) 2
 EK1026  NGVD 29 (11/30/89)  172.7    (m)  RAPSU86  model used  GPS OBS        
 EK1026
 EK1026.Superseded values are not recommended for survey control.
 EK1026
 EK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1026.See file dsdata.pdf to determine how the superseded data were derived.
 EK1026
 EK1026_MARKER: I = METAL ROD
 EK1026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK1026_STAMPING: ANTEPORT AZ MK 1989
 EK1026_MARK LOGO: NGS
 EK1026_PROJECTION: FLUSH
 EK1026_MAGNETIC: I = MARKER IS A STEEL ROD
 EK1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1026+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EK1026_ROD/PIPE-DEPTH: 1.4 meters
 EK1026_SLEEVE-DEPTH  : 1.0 meters
 EK1026
 EK1026  HISTORY     - Date     Condition        Report By
 EK1026  HISTORY     - 1989     MONUMENTED       NGS
 EK1026
 EK1026                          STATION DESCRIPTION
 EK1026
 EK1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EK1026'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTHWEST OF ANTLERS, AT
 EK1026'THE ANTLERS MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR THE SOUTH
 EK1026'END OF THE RUNWAY.  OWNERSHIP--CITY OF ANTLERS, C/O AIRPORT MANAGER
 EK1026'JOHN EDWARDS, CITY HALL, 200 SOUTH HIGH STREET, ANTLERS OK 74523.
 EK1026'PHONE (405) 298-5635.
 EK1026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 EK1026'HIGHWAY 3 IN ANTLERS, GO SOUTH FOR 5.0 KM (3.10 MI) ON HIGHWAY 271 TO
 EK1026'A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.6 KM (1.60 MI) ON
 EK1026'THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR
 EK1026'0.8 KM (0.50 MI) ON THE AIRPORT ENTRANCE ROAD TO A HANGAR AND A
 EK1026'CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 EK1026'(0.05 MI) ON THE CONNECTING TAXIWAY TO A RUNWAY.  TURN RIGHT AND GO
 EK1026'SOUTH FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT
 EK1026'JUST BEFORE A PAVED TURN AROUND.
 EK1026'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EK1026'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.4 METERS IN A GREASE
 EK1026'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EK1026'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EK1026'14.7 M (48.2 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 11.2 M
 EK1026'(36.7 FT) EAST-NORTHEAST FROM THE NORTHWEST CORNER OF THE TURN AROUND,
 EK1026'AND 5.7 M (18.7 FT) NORTH FROM THE NORTH EDGE OF THE TURN AROUND.
 EK1026'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0638 ***********************************************************************
 FK0638  CBN         -  This is a Cooperative Base Network Control Station.
 FK0638  DESIGNATION -  ANTHON RESET
 FK0638  PID         -  FK0638
 FK0638  STATE/COUNTY-  OK/CUSTER
 FK0638  COUNTRY     -  US
 FK0638  USGS QUAD   -  PUTNAM (2018)
 FK0638
 FK0638                         *CURRENT SURVEY CONTROL
 FK0638  ______________________________________________________________________
 FK0638* NAD 83(2011) POSITION- 35 45 15.13905(N) 098 58 40.68059(W)   ADJUSTED
 FK0638* NAD 83(2011) ELLIP HT-   558.802 (meters)        (06/27/12)   ADJUSTED
 FK0638* NAD 83(2011) EPOCH   -  2010.00
 FK0638* NAVD 88 ORTHO HEIGHT -   586.4   (meters)     1924.    (feet) GPS OBS
 FK0638  ______________________________________________________________________
 FK0638  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FK0638  GEOID HEIGHT    -        -27.529 (meters)                     GEOID96
 FK0638  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 FK0638  NAD 83(2011) X  -   -808,743.058 (meters)                     COMP
 FK0638  NAD 83(2011) Y  - -5,118,942.309 (meters)                     COMP
 FK0638  NAD 83(2011) Z  -  3,706,419.895 (meters)                     COMP
 FK0638  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 FK0638
 FK0638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0638  Standards:
 FK0638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0638  -------------------------------------------------------------------
 FK0638  NETWORK    1.49   2.59           0.68   0.52   1.32      0.00852327
 FK0638  -------------------------------------------------------------------
 FK0638  Click here for local accuracies and other accuracy information.
 FK0638
 FK0638.The horizontal coordinates were established by GPS observations
 FK0638.and adjusted by the National Geodetic Survey in June 2012.
 FK0638
 FK0638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0638.been affixed to the stable North American tectonic plate. See 
 FK0638.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0638
 FK0638.The horizontal coordinates are valid at the epoch date displayed above
 FK0638.which is a decimal equivalence of Year/Month/Day.
 FK0638
 FK0638.The orthometric height was determined by GPS observations and a
 FK0638.high-resolution geoid model.
 FK0638
 FK0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0638.GEOID18 height accuracy estimate available here.
 FK0638
 FK0638.Click photographs - Photos may exist for this station.
 FK0638
 FK0638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0638
 FK0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0638
 FK0638.The ellipsoidal height was determined by GPS observations
 FK0638.and is referenced to NAD 83.
 FK0638
 FK0638. The following values were computed from the NAD 83(2011) position.
 FK0638
 FK0638;                    North         East     Units Scale Factor Converg.
 FK0638;SPC OK N     -    84,126.584   511,554.132   MT  0.99997126   -0 34 37.7
 FK0638;SPC OK N     -   276,005.30  1,678,323.85   sFT  0.99997126   -0 34 37.7
 FK0638;UTM  14      - 3,956,687.010   501,991.941   MT  0.99960005   +0 00 46.3
 FK0638
 FK0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0638!SPC OK N     -   0.99991230  x   0.99997126  =   0.99988356
 FK0638!UTM  14      -   0.99991230  x   0.99960005  =   0.99951239
 FK0638
 FK0638:                Primary Azimuth Mark                     Grid Az
 FK0638:SPC OK N     -  ANTHON AZ MK 2                           045 30 39.9
 FK0638:UTM  14      -  ANTHON AZ MK 2                           044 55 15.9
 FK0638
 FK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0199156687(NAD 83)
 FK0638
 FK0638|---------------------------------------------------------------------|
 FK0638| PID    Reference Object                     Distance      Geod. Az  |
 FK0638|                                                           dddmmss.s |
 FK0638| FK0257 ANTHON AZ                                          0445522.4 |
 FK0638| CK8812 ANTHON AZ MK 2                                     0445602.2 |
 FK0638| CK8813 ANTHON RM 1                          26.655 METERS 04510     |
 FK0638| FK0553 THOMAS MUNICIPAL WATER TANK         APPROX.20.7 KM 0903800.7 |
 FK0638| FK0560 CUSTER MUNICIPAL WATER TANK         APPROX.12.6 KM 1403021.6 |
 FK0638| CK8815 ANTHON RM 3                          14.750 METERS 26334     |
 FK0638| CK8814 ANTHON RM 2                          42.538 METERS 26600     |
 FK0638| CK8816 ANTHON RM 4                          18.312 METERS 35744     |
 FK0638|---------------------------------------------------------------------|
 FK0638
 FK0638                          SUPERSEDED SURVEY CONTROL
 FK0638
 FK0638  NAD 83(2007)-  35 45 15.13907(N)    098 58 40.68140(W) AD(2002.00) 0
 FK0638  ELLIP H (02/10/07)  558.825  (m)                       GP(2002.00)    
 FK0638  ELLIP H (04/16/01)  558.815  (m)                       GP(       ) 4 2
 FK0638  NAD 83(1993)-  35 45 15.13892(N)    098 58 40.68075(W) AD(       ) B
 FK0638  ELLIP H (05/09/94)  558.851  (m)                       GP(       ) 4 2
 FK0638  NAD 83(1986)-  35 45 15.14150(N)    098 58 40.66508(W) AD(       ) 1
 FK0638  NAD 27      -  35 45 14.97148(N)    098 58 39.33091(W) AD(       ) 1
 FK0638  NAVD 88 (01/13/95)  586.4    (m)  UNKNOWN  model used  GPS OBS        
 FK0638  NAVD 88 (05/09/94)  586.4    (m)  GEOID93  model used  GPS OBS        
 FK0638
 FK0638.Superseded values are not recommended for survey control.
 FK0638
 FK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0638.See file dsdata.pdf to determine how the superseded data were derived.
 FK0638
 FK0638_MARKER: DH = HORIZONTAL CONTROL DISK
 FK0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0638_STAMPING: ANTHON 1935 1976
 FK0638_MARK LOGO: NGS
 FK0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0638+STABILITY: SURFACE MOTION
 FK0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0638+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 FK0638
 FK0638  HISTORY     - Date     Condition        Report By
 FK0638  HISTORY     - 1976     MONUMENTED       NGS
 FK0638  HISTORY     - 19930517 GOOD             NGS
 FK0638
 FK0638                          STATION DESCRIPTION
 FK0638
 FK0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FK0638'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 FK0638'MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE STATION SUB-SURFACE
 FK0638'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FK0638'
 FK0638'THE STATION SURFACE MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH
 FK0638'MARK WERE RE-ESTABLISHED AT THIS TIME.
 FK0638'
 FK0638'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FK0638'
 FK0638'THE STATION IS LOCATED ABOUT 13 MILES WEST OF THOMAS, 8 MILES
 FK0638'NORTHWEST OF CUSTER, 7 MILES SOUTH OF PUTMAN, 1/2 MILE WEST OF THE
 FK0638'INTERSECTION OF U. S. HIGHWAY 183 AND STATE HIGHWAY 47, AND ON THE
 FK0638'SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 FK0638'
 FK0638'TO REACH THE STATION FROM PUTMAN, GO SOUTH ON U. S. HIGHWAY 183 FOR 7
 FK0638'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON U. S.
 FK0638'HIGHWAY 183 FOR 0.5 MILE TO THE INTERSECTION OF STATE HIGHWAY 47 ON
 FK0638'THE LEFT AND A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 FK0638'ON GRAVEL ROAD FOR 0.5 MILE TO STATION ON THE LEFT.
 FK0638'
 FK0638'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FK0638'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ANTHON
 FK0638'1935 1976.  IT IS 61 FEET SOUTH OF A TELEPHONE POLE, 32 FEET SOUTH
 FK0638'OF THE CENTER OF GRAVEL ROAD, 27 FEET WEST OF A HI-LINE POLE, 5 FEET
 FK0638'NORTH OF A FENCE-CORNER AND METAL WITNESS POST.
 FK0638'
 FK0638'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FK0638'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED ANTHON
 FK0638'1935 NO 3 1976.  IT IS 49 FEET WEST OF A FENCE-CORNER, 36 FEET SOUTH
 FK0638'OF THE CENTER OF GRAVEL ROAD, 1-FOOT NORTH OF THE FENCE-LINE AND
 FK0638'1-FOOT EAST OF A METAL WITNESS POST.
 FK0638'
 FK0638'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FK0638'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED ANTHON
 FK0638'1935 NO 4 1976.  IT IS 65 FEET NORTH OF A FENCE-CORNER, 30 FEET
 FK0638'NORTH OF THE CENTER OF A GRAVEL ROAD AND 1.6 FEET SOUTH OF A
 FK0638'TELEPHONE POLE.
 FK0638'
 FK0638'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FK0638'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ANTHON 1935 1976.
 FK0638'IT IS 100 FEET SOUTH OF A T FENCE-CORNER, 96 FEET SOUTH OF A
 FK0638'HI-LINE POLE, 48 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 7 FEET
 FK0638'EAST OF THE FENCE-LINE AND 6 FEET EAST OF A METAL WITNESS POST.
 FK0638'
 FK0638'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PUTMAN 7-MILES
 FK0638'SOUTH.
 FK0638
 FK0638                          STATION RECOVERY (1993)
 FK0638
 FK0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FK0638'STATION MARK WAS APPARENTLY RESET BY OKDT IN THE 1980S AFTER IT HAD
 FK0638'BEEN RESET BY NGS.
 FK0638'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF CUSTER CITY, 11
 FK0638'KM (6.85 MI) SOUTH OF PUTNAM, 0.8 KM (0.50 MI) WEST OF THE JUNCTION
 FK0638'OF US HIGHWAY 183 AND STATE HIGHWAY 47 EAST, ALONG A GRAVEL SECTION
 FK0638'ROAD, ON THE RIGHT-OF-WAY, ON TOP OF A RISE, AT A HALF-SECTION
 FK0638'FENCELINE, IN NORTH CENTRAL SECTION 26, T 15 N, R 17 W.
 FK0638'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FK0638'TO REACH FROM THE JUNCTION OF US HIGHWAY 183 AND STATE HIGHWAY 47
 FK0638'EAST, GO WEST ON THE GRAVEL ROAD FOR 0.81 KM (0.50 MI) TO THE STATION
 FK0638'ON THE LEFT AT HIGH GROUND.
 FK0638'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 FK0638'WITH THE GROUND.  IT IS 8.1 M (26.6 FT) SOUTH OF, AND SLIGHTLY LOWER
 FK0638'THAN THE ROAD CENTER, 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST,
 FK0638'1.8 M (5.9 FT) NORTH OF A T-FENCE CORNER, 0.5 M (1.6 FT) EAST OF A
 FK0638'FIBERGLASS WITNESS POST, AND 7.9 M (25.9 FT) WEST-NORTHWEST OF A
 FK0638'UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0879 ***********************************************************************
 EL0879  DESIGNATION -  ANTIOCH
 EL0879  PID         -  EL0879
 EL0879  STATE/COUNTY-  OK/GARVIN
 EL0879  COUNTRY     -  US
 EL0879  USGS QUAD   -  PAOLI (2018)
 EL0879
 EL0879                         *CURRENT SURVEY CONTROL
 EL0879  ______________________________________________________________________
 EL0879* NAD 83(1993) POSITION- 34 46 06.23797(N) 097 22 23.97714(W)   ADJUSTED
 EL0879* NAVD 88 ORTHO HEIGHT -   319.58  (+/-2cm)     1048.5   (feet) VERTCON3
 EL0879  ______________________________________________________________________
 EL0879  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 EL0879  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 EL0879  HORZ ORDER      -  THIRD
 EL0879  VERT ORDER      -  THIRD ? (See Below)
 EL0879
 EL0879.The horizontal coordinates were established by classical geodetic methods
 EL0879.and adjusted by the National Geodetic Survey in November 1994.
 EL0879
 EL0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0879
 EL0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0879.GEOID18 height accuracy estimate available here.
 EL0879
 EL0879.The vertical order pertains to the NGVD 29 superseded value.
 EL0879
 EL0879.Click photographs - Photos may exist for this station.
 EL0879
 EL0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0879
 EL0879. The following values were computed from the NAD 83(1993) position.
 EL0879
 EL0879;                    North         East     Units Scale Factor Converg.
 EL0879;SPC OK S     -   159,361.145   657,364.806   MT  0.99994109   +0 21 20.6
 EL0879;SPC OK S     -   522,837.36  2,156,704.37   sFT  0.99994109   +0 21 20.6
 EL0879;UTM  14      - 3,848,565.163   648,860.678   MT  0.99987312   +0 55 40.1
 EL0879
 EL0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0879!SPC OK S     -   0.99995386  x   0.99994109  =   0.99989495
 EL0879!UTM  14      -   0.99995386  x   0.99987312  =   0.99982699
 EL0879
 EL0879:                Primary Azimuth Mark                     Grid Az
 EL0879:SPC OK S     -  ANTIOCH AZ MK                            092 02 26.6
 EL0879:UTM  14      -  ANTIOCH AZ MK                            091 28 07.1
 EL0879
 EL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4886048565(NAD 83)
 EL0879
 EL0879|---------------------------------------------------------------------|
 EL0879| PID    Reference Object                     Distance      Geod. Az  |
 EL0879|                                                           dddmmss.s |
 EL0879| CX9571 ANTIOCH AZ MK                                      0922347.2 |
 EL0879| CX9572 ANTIOCH RM 1                         14.184 METERS 14630     |
 EL0879| EL0876 29 D 50 TT                           21.577 METERS 23659     |
 EL0879| EL0882 MAYSVILLE TREND TK TRUCKS MAST      APPROX. 6.9 KM 3230011.6 |
 EL0879| EL0880 MAYSVILLE RAYS WELL SER MAST        APPROX. 6.8 KM 3230008.0 |
 EL0879|---------------------------------------------------------------------|
 EL0879
 EL0879                          SUPERSEDED SURVEY CONTROL
 EL0879
 EL0879  NAD 83(1986)-  34 46 06.24292(N)    097 22 23.96334(W) AD(       ) 3
 EL0879  NAD 27      -  34 46 05.96198(N)    097 22 22.86896(W) AD(       ) 3
 EL0879  NGVD 29             319.50   (m)         1048.2    (f) LEVELING    3  
 EL0879
 EL0879.Superseded values are not recommended for survey control.
 EL0879
 EL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0879.See file dsdata.pdf to determine how the superseded data were derived.
 EL0879
 EL0879_MARKER: DS = TRIANGULATION STATION DISK
 EL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0879_STAMPING: ANTIOCH 1957
 EL0879_MARK LOGO: CGS
 EL0879_PROJECTION: RECESSED 25 CENTIMETERS
 EL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0879+STABILITY: SURFACE MOTION
 EL0879
 EL0879  HISTORY     - Date     Condition        Report By
 EL0879  HISTORY     - 1957     MONUMENTED       CGS
 EL0879  HISTORY     - 1966     GOOD             CGS
 EL0879
 EL0879                          STATION DESCRIPTION
 EL0879
 EL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0879'THE STATION IS 6 MILES SOUTH OF THE MC CLAIN-GARVIN COUNTY
 EL0879'LINE, 4 MILES WEST-NORTHWEST OF WHITEBEAD, 3-1/2 MILES NORTHEAST
 EL0879'OF ANTIOCH AND 3-1/2 MILES SOUTHEAST OF MAYSVILLE.  IT IS
 EL0879'NEAR THE EAST SIDE OF THE TED BAYER FARM YARD, IN THE SOUTHEAST
 EL0879'1/4 OF SECTION 35, T 4 N, R 2 W.
 EL0879'
 EL0879'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 EL0879'AND 74 IN MAYSVILLE, GO SOUTH ON HIGHWAY 74 FOR 3.3 MILES
 EL0879'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 1.8
 EL0879'MILES TO THE BAYER FARM AND THE STATION ON THE LEFT, CONTINUE
 EL0879'EAST FOR 1.45 MILES TO THE TOP OF A HILL AND THE AZIMUTH
 EL0879'MARK ON THE RIGHT.
 EL0879'
 EL0879'THE STATION MARKS ARE STANDARD DISKS, STAMPED ANTIOCH 1957.
 EL0879'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND, CONCRETE
 EL0879'POST WHICH IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 EL0879'79 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BAYER
 EL0879'FARM HOME, 64 FEET NORTH OF THE CENTER OF A GRADED ROAD, 62
 EL0879'FEET EAST OF THE CENTER OF THE FARM DRIVEWAY, 46 FEET NORTHWEST
 EL0879'OF THE SOUTHWEST CORNER OF A HOG YARD AND 29 FEET WEST OF
 EL0879'THE WEST FENCE OF THE HOG YARD.  THE UNDERGROUND DISK IS
 EL0879'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 EL0879'GROUND SURFACE.
 EL0879'
 EL0879'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTIOCH NO
 EL0879'1 1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 EL0879'PROJECTING 3 INCHES.  IT IS 96 FEET EAST OF THE CENTER OF
 EL0879'THE DRIVEWAY, 26 FEET NORTH OF THE CENTER OF THE GRADED
 EL0879'ROAD AND 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EL0879'HOG YARD.  A WHITE POST WAS SET 1 FOOT WEST OF THE MARK.
 EL0879'
 EL0879'REFERENCE MARK 2 IS A STANDARD CONSERVATION COMMISSION OKLAHOMA
 EL0879'STATE SURVEY DISK, STAMPED 29 D 50 TT 1937, SET IN THE TOP
 EL0879'OF A 4-INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.  IT
 EL0879'IS 58 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EL0879'BAYER FARM HOME, 25 FEET NORTH OF THE CENTER OF THE GRADED
 EL0879'ROAD AND 10 FEET EAST OF THE CENTER OF THE DRIVEWAY.
 EL0879'
 EL0879'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTIOCH 1957,
 EL0879'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 EL0879'2 INCHES.  IT IS 51 FEET SOUTH OF A POWERLINE POLE, 26 FEET
 EL0879'EAST OF THE CENTER OF A TRACK ROAD, 25 FEET SOUTH OF THE
 EL0879'CENTER OF THE GRADED ROAD, 1 FOOT NORTH OF A RIGHT-OF-WAY
 EL0879'FENCE (ROAD) AND ABOUT 1 FOOT HIGHER THAN THE ROAD SURFACE.
 EL0879'A WHITE POST WAS SET 1 FOOT EAST OF THE MARK.
 EL0879'
 EL0879'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EL0879
 EL0879                          STATION RECOVERY (1966)
 EL0879
 EL0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EL0879'ANTIOCH 1957 - GOOD.
 EL0879'
 EL0879'AZ MK - GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE7168 ***********************************************************************
 DE7168  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7168  DESIGNATION -  ANTLERS CORS ARP
 DE7168  CORS_ID     -  OKAN
 DE7168  PID         -  DE7168
 DE7168  STATE/COUNTY-  OK/PUSHMATAHA
 DE7168  COUNTRY     -  US
 DE7168  USGS QUAD   -  ANTLERS EAST (2019)
 DE7168
 DE7168                         *CURRENT SURVEY CONTROL
 DE7168  ______________________________________________________________________
 DE7168* NAD 83(2011) POSITION- 34 11 42.70866(N) 095 37 16.84685(W)   ADJUSTED
 DE7168* NAD 83(2011) ELLIP HT-   141.491 (meters)        (04/??/25)   ADJUSTED
 DE7168* NAD 83(2011) EPOCH   -  2010.00
 DE7168  ______________________________________________________________________
 DE7168  GEOID HEIGHT    -        -29.935 (meters)                     GEOID18
 DE7168  NAD 83(2011) X  -   -517,316.607 (meters)                     COMP
 DE7168  NAD 83(2011) Y  - -5,255,839.542 (meters)                     COMP
 DE7168  NAD 83(2011) Z  -  3,564,455.783 (meters)                     COMP
 DE7168
 DE7168  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7168  Standards:
 DE7168         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7168            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7168  -------------------------------------------------------------------
 DE7168  NETWORK    0.31   0.53           0.15   0.06   0.27     -0.44574600
 DE7168  -------------------------------------------------------------------
 DE7168
 DE7168.The coordinates were established by GPS observations
 DE7168.and adjusted by the National Geodetic Survey in April 2025.
 DE7168
 DE7168.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7168.been affixed to the stable North American Tectonic Plate. 
 DE7168
 DE7168.The coordinates are valid at the epoch date displayed above
 DE7168.which is a decimal equivalence of Year/Month/Day.
 DE7168
 DE7168.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE7168.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE7168.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE7168.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE7168.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE7168.published epoch of 2010.00.
 DE7168
 DE7168.Additional information on MYCS is available at:
 DE7168.https://geodesy.noaa.gov/CORS/index.shtml
 DE7168
 DE7168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7168.GEOID18 height accuracy estimate available here.
 DE7168
 DE7168.The PID for the CORS L1 Phase Center is DQ9067.
 DE7168
 DE7168.Click photographs - Photos may exist for this station.
 DE7168
 DE7168.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7168
 DE7168.The ellipsoidal height was determined by GPS observations
 DE7168.and is referenced to NAD 83.
 DE7168
 DE7168. The following values were computed from the NAD 83(2011) position.
 DE7168
 DE7168;                    North         East     Units Scale Factor Converg.
 DE7168;SPC OK S     -    98,183.813   819,218.174   MT  0.99995885   +1 21 00.6
 DE7168;SPC OK S     -   322,124.73  2,687,718.29   sFT  0.99995885   +1 21 00.6
 DE7168;UTM  15      - 3,786,906.141   258,448.180   MT  1.00031929   -1 28 26.2
 DE7168
 DE7168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7168!SPC OK S     -   0.99997779  x   0.99995885  =   0.99993664
 DE7168!UTM  15      -   0.99997779  x   1.00031929  =   1.00029707
 DE7168
 DE7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5844886906(NAD 83)
 DE7168
 DE7168                          SUPERSEDED SURVEY CONTROL
 DE7168
 DE7168  NAD 83(2011)-  34 11 42.70878(N)    095 37 16.84692(W) AD(2010.00) c
 DE7168  ELLIP H (06/??/19)  141.484  (m)                       GP(2010.00) c c
 DE7168  NAD 83(2011)-  34 11 42.70877(N)    095 37 16.84691(W) AD(2010.00) c
 DE7168  ELLIP H (08/??/11)  141.477  (m)                       GP(2010.00) c c
 DE7168  NAD 83(CORS)-  34 11 42.70861(N)    095 37 16.84765(W) AD(2002.00) c
 DE7168  ELLIP H (09/??/02)  141.496  (m)                       GP(2002.00) c c
 DE7168
 DE7168.Superseded values are not recommended for survey control.
 DE7168
 DE7168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7168.See file dsdata.pdf to determine how the superseded data were derived.
 DE7168
 DE7168_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7168
 DE7168                          STATION DESCRIPTION
 DE7168
 DE7168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE7168'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE7168'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE7168'AND LOG FILES ACCESSIBLE AT:
 DE7168'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0488 ***********************************************************************
 EL0488  DESIGNATION -  AP STA A
 EL0488  PID         -  EL0488
 EL0488  STATE/COUNTY-  OK/STEPHENS
 EL0488  COUNTRY     -  US
 EL0488  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0488
 EL0488                         *CURRENT SURVEY CONTROL
 EL0488  ______________________________________________________________________
 EL0488* NAD 83(1993) POSITION- 34 28 44.76646(N) 097 57 34.74048(W)   ADJUSTED
 EL0488* NAVD 88 ORTHO HEIGHT -   338.902 (meters)     1111.88  (feet) POSTED
 EL0488  ______________________________________________________________________
 EL0488  GEOID HEIGHT    -        -25.694 (meters)                     GEOID18
 EL0488  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 EL0488  DYNAMIC HEIGHT  -        338.56  (meters)     1110.8   (feet) COMP
 EL0488  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 EL0488
 EL0488  HORZ ORDER      -  THIRD
 EL0488  VERT ORDER      -  * POSTED, SEE BELOW
 EL0488
 EL0488.This mark is at Halliburton Field Airport (DUC)
 EL0488
 EL0488.The horizontal coordinates were established by classical geodetic methods
 EL0488.and adjusted by the National Geodetic Survey in November 1994.
 EL0488
 EL0488.The orthometric height was determined by differential leveling
 EL0488.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EL0488
 EL0488.* This is a POSTED BENCH MARK height.
 EL0488
 EL0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0488.GEOID18 height accuracy estimate available here.
 EL0488
 EL0488.Click photographs - Photos may exist for this station.
 EL0488
 EL0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0488
 EL0488.The dynamic height is computed by dividing the NAVD 88
 EL0488.geopotential number by the normal gravity value computed on the
 EL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0488.degrees latitude (g = 980.6199 gals.).
 EL0488
 EL0488.The modeled gravity was interpolated from observed gravity values.
 EL0488
 EL0488. The following values were computed from the NAD 83(1993) position.
 EL0488
 EL0488;                    North         East     Units Scale Factor Converg.
 EL0488;SPC OK S     -   127,092.972   603,706.424   MT  0.99993762   +0 01 22.5
 EL0488;SPC OK S     -   416,970.86  1,980,660.16   sFT  0.99993762   +0 01 22.5
 EL0488;UTM  14      - 3,815,770.940   595,533.222   MT  0.99971249   +0 35 20.4
 EL0488
 EL0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0488!SPC OK S     -   0.99995084  x   0.99993762  =   0.99988846
 EL0488!UTM  14      -   0.99995084  x   0.99971249  =   0.99966334
 EL0488
 EL0488:                Primary Azimuth Mark                     Grid Az
 EL0488:SPC OK S     -  ARP                                      188 28 07.3
 EL0488:UTM  14      -  ARP                                      187 54 09.4
 EL0488
 EL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9553315770(NAD 83)
 EL0488
 EL0488|---------------------------------------------------------------------|
 EL0488| PID    Reference Object                     Distance      Geod. Az  |
 EL0488|                                                           dddmmss.s |
 EL0488| EL0489 ARP                                 APPROX. 0.7 KM 1882929.8 |
 EL0488| EL0970 HALLIBURTON FIELD AIRPORT BEACON    APPROX. 0.5 KM 3282241.8 |
 EL0488|---------------------------------------------------------------------|
 EL0488
 EL0488                          SUPERSEDED SURVEY CONTROL
 EL0488
 EL0488  NAD 83(1986)-  34 28 44.77042(N)    097 57 34.72619(W) AD(       ) 3
 EL0488  NAD 27      -  34 28 44.48171(N)    097 57 33.60269(W) AD(       ) 3
 EL0488  NGVD 29 (??/??/92)  338.805  (m)         1111.56   (f) ADJ UNCH    2 0
 EL0488  NGVD 29 (07/19/86)  338.9    (m)         1112.     (f) VERT ANG       
 EL0488
 EL0488.Superseded values are not recommended for survey control.
 EL0488
 EL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0488.See file dsdata.pdf to determine how the superseded data were derived.
 EL0488
 EL0488_MARKER: DT = TOPOGRAPHIC STATION DISK
 EL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0488_STAMPING: AP 1965 STA A
 EL0488_MARK LOGO: CGS
 EL0488_PROJECTION: FLUSH
 EL0488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EL0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0488+STABILITY: SURFACE MOTION
 EL0488
 EL0488  HISTORY     - Date     Condition        Report By
 EL0488  HISTORY     - 1965     MONUMENTED       CGS
 EL0488  HISTORY     - 1965     GOOD             CGS
 EL0488  HISTORY     - 1975     GOOD             NGS
 EL0488  HISTORY     - 1983     GOOD             NGS
 EL0488  HISTORY     - 19830315 GOOD             NGS
 EL0488  HISTORY     - 1986     GOOD             NGS
 EL0488
 EL0488                          STATION DESCRIPTION
 EL0488
 EL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EL0488'THE STATION IS LOCATED ON THE MUNICIPAL AIRPORT.  100.0 FT.
 EL0488'EAST OF THE CENTERLINE OF THE NORTH END OF THE NORTH-SOUTH
 EL0488'RWY.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED
 EL0488'AP-1965-STA-A SET IN A CONCRETE MONUMENT FLUSH WITH THE
 EL0488'GROUND.
 EL0488
 EL0488                          STATION RECOVERY (1965)
 EL0488
 EL0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EL0488'AT DUNCAN MUNICIPAL AIRPORT.
 EL0488'THE STATION IS LOCATED ON THE MUNICIPAL AIRPORT.  100.0 FT. EAST
 EL0488'OF THE CENTERLINE OF THE NORTH END OF THE NORTH-SOUTH RWY.  THE
 EL0488'MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP-1965-STA-A SET
 EL0488'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EL0488
 EL0488                          STATION RECOVERY (1975)
 EL0488
 EL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0488'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EL0488'
 EL0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 EL0488'DUNCAN, OKA.
 EL0488
 EL0488                          STATION RECOVERY (1983)
 EL0488
 EL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RH)
 EL0488'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EL0488'
 EL0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HALLIBURTON
 EL0488'FIELD.
 EL0488
 EL0488                          STATION RECOVERY (1983)
 EL0488
 EL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EL0488'THE STATION IS LOCATED ON THE MUNICIPAL AIRPORT, 100.0 FT (30.5 M)
 EL0488'EAST OF THE CENTERLINE OF THE NORTH END OF THE NORTH-SOUTH RUNWAY. THE
 EL0488'MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED---AP-1965 STA-A---, SET IN
 EL0488'A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EL0488
 EL0488                          STATION RECOVERY (1986)
 EL0488
 EL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0234 ***********************************************************************
 GK0234  DESIGNATION -  AP STA B
 GK0234  PID         -  GK0234
 GK0234  STATE/COUNTY-  OK/TEXAS
 GK0234  COUNTRY     -  US
 GK0234  USGS QUAD   -  GOODWELL NE (2018)
 GK0234
 GK0234                         *CURRENT SURVEY CONTROL
 GK0234  ______________________________________________________________________
 GK0234* NAD 83(1986) POSITION- 36 40 37.38   (N) 101 30 33.28   (W)   HD_HELD1
 GK0234* NAVD 88 ORTHO HEIGHT -   946.954 (meters)     3106.80  (feet) ADJUSTED
 GK0234  ______________________________________________________________________
 GK0234  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 GK0234  DYNAMIC HEIGHT  -        945.971 (meters)     3103.57  (feet) COMP
 GK0234  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 GK0234
 GK0234  VERT ORDER      -  SECOND    CLASS 0
 GK0234
 GK0234.This mark is at Guymon Airport (GUY)
 GK0234
 GK0234.The horizontal coordinates were determined by differentially corrected
 GK0234.hand held GPS observations or other comparable positioning techniques
 GK0234.and have an estimated accuracy of +/- 3 meters.
 GK0234
 GK0234.The orthometric height was determined by differential leveling and
 GK0234.adjusted by the NATIONAL GEODETIC SURVEY
 GK0234.in June 1991.
 GK0234
 GK0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0234.GEOID18 height accuracy estimate available here.
 GK0234
 GK0234.Click photographs - Photos may exist for this station.
 GK0234
 GK0234.The dynamic height is computed by dividing the NAVD 88
 GK0234.geopotential number by the normal gravity value computed on the
 GK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0234.degrees latitude (g = 980.6199 gals.).
 GK0234
 GK0234.The modeled gravity was interpolated from observed gravity values.
 GK0234
 GK0234;                    North         East    Units  Estimated Accuracy
 GK0234;SPC OK N     -   191,746.6     286,393.2     MT  (+/- 3 meters HH1 GPS) 
 GK0234
 GK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7577561981(NAD 83)
 GK0234
 GK0234                          SUPERSEDED SURVEY CONTROL
 GK0234
 GK0234  NGVD 29 (??/??/92)  946.507  (m)         3105.33   (f) ADJ UNCH    2 0
 GK0234
 GK0234.Superseded values are not recommended for survey control.
 GK0234
 GK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0234.See file dsdata.pdf to determine how the superseded data were derived.
 GK0234
 GK0234_MARKER: DT = TOPOGRAPHIC STATION DISK
 GK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0234_STAMPING: AP 1963 STA B
 GK0234_MARK LOGO: CGS
 GK0234_PROJECTION: FLUSH
 GK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0234+STABILITY: SURFACE MOTION
 GK0234
 GK0234  HISTORY     - Date     Condition        Report By
 GK0234  HISTORY     - 1963     MONUMENTED       CGS
 GK0234  HISTORY     - 1971     GOOD             NGS
 GK0234
 GK0234                          STATION DESCRIPTION
 GK0234
 GK0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GK0234'1.0 MI W FROM GUYMON.
 GK0234'THIS MARK IS LOCATE ON THE PROPERTY OF THE GUYMON MUNICIPAL AIRPORT
 GK0234'1.0 MILE WEST OF GUYMON, OK.  TO REACH THE MARK, DRIVE WEST OF FIFTH
 GK0234'STREET 1.0 MILES TO THE AIRPORT CONTINUE ON PAST THE TERMINAL BUILDING
 GK0234'AND ONTO THE AIRFIELD PROPER, AND THEN GO TO THE SOUTH END OF THE
 GK0234'FORTH-SOUTH RUNWAY/ THE MARK IS 66.0 FEET DUE WEST OF THE EXPREME
 GK0234'SOUTHWEST CORNER OF THE RUNWAY, AND IS SET IN A CONCRETE MONUMENT
 GK0234'FLUSH WITH SURFACE ON GROUND.
 GK0234
 GK0234                          STATION RECOVERY (1971)
 GK0234
 GK0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0686 ***********************************************************************
 EM0686  DESIGNATION -  APACHE
 EM0686  PID         -  EM0686
 EM0686  STATE/COUNTY-  OK/COMANCHE
 EM0686  COUNTRY     -  US
 EM0686  USGS QUAD   -  RICHARDS SPUR (2018)
 EM0686
 EM0686                         *CURRENT SURVEY CONTROL
 EM0686  ______________________________________________________________________
 EM0686* NAD 83(1993) POSITION- 34 50 27.46912(N) 098 23 26.96556(W)   ADJUSTED
 EM0686* NAVD 88 ORTHO HEIGHT -   403.9   (meters)     1325.    (feet) VERTCON3
 EM0686  ______________________________________________________________________
 EM0686  GEOID HEIGHT    -        -26.168 (meters)                     GEOID18
 EM0686  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC18
 EM0686  HORZ ORDER      -  SECOND
 EM0686
 EM0686.The horizontal coordinates were established by classical geodetic methods
 EM0686.and adjusted by the National Geodetic Survey in November 1994.
 EM0686
 EM0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0686
 EM0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0686.GEOID18 height accuracy estimate available here.
 EM0686
 EM0686.Click photographs - Photos may exist for this station.
 EM0686
 EM0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0686
 EM0686. The following values were computed from the NAD 83(1993) position.
 EM0686
 EM0686;                    North         East     Units Scale Factor Converg.
 EM0686;SPC OK S     -   167,301.873   564,255.543   MT  0.99994595   -0 13 18.6
 EM0686;SPC OK S     -   548,889.56  1,851,228.39   sFT  0.99994595   -0 13 18.6
 EM0686;UTM  14      - 3,855,575.925   555,696.045   MT  0.99963823   +0 20 52.9
 EM0686
 EM0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0686!SPC OK S     -   0.99994071  x   0.99994595  =   0.99988666
 EM0686!UTM  14      -   0.99994071  x   0.99963823  =   0.99957896
 EM0686
 EM0686:                Primary Azimuth Mark                     Grid Az
 EM0686:SPC OK S     -  APACHE AZ MK                             141 21 30.3
 EM0686:UTM  14      -  APACHE AZ MK                             140 47 18.8
 EM0686
 EM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5569655575(NAD 83)
 EM0686
 EM0686|---------------------------------------------------------------------|
 EM0686| PID    Reference Object                     Distance      Geod. Az  |
 EM0686|                                                           dddmmss.s |
 EM0686| CX7510 APACHE RM 1                           6.908 METERS 00415     |
 EM0686| EM0677 APACHE MUNICIPAL TANK               APPROX. 6.1 KM 0224507.1 |
 EM0686| CX7511 APACHE RM 2                           8.073 METERS 10322     |
 EM0686| CX7509 APACHE AZ MK                                       1410811.7 |
 EM0686|---------------------------------------------------------------------|
 EM0686
 EM0686                          SUPERSEDED SURVEY CONTROL
 EM0686
 EM0686  NAD 83(1986)-  34 50 27.47419(N)    098 23 26.95117(W) AD(       ) 2
 EM0686  NAD 27      -  34 50 27.23200(N)    098 23 25.75300(W) AD(       ) 2
 EM0686  NGVD 29 (07/19/86)  403.8    (m)         1325.     (f) VERT ANG       
 EM0686
 EM0686.Superseded values are not recommended for survey control.
 EM0686
 EM0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0686.See file dsdata.pdf to determine how the superseded data were derived.
 EM0686
 EM0686_MARKER: DS = TRIANGULATION STATION DISK
 EM0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0686_STAMPING: APACHE 1947
 EM0686_MARK LOGO: CGS
 EM0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0686+STABILITY: SURFACE MOTION
 EM0686
 EM0686  HISTORY     - Date     Condition        Report By
 EM0686  HISTORY     - 1947     MONUMENTED       CGS
 EM0686  HISTORY     - 1963     GOOD             CGS
 EM0686  HISTORY     - 1971     GOOD             OKDH
 EM0686  HISTORY     - 1976     GOOD             OKDH
 EM0686  HISTORY     - 1986     GOOD             DMA
 EM0686  HISTORY     - 20000215 GOOD             LOCSUR
 EM0686
 EM0686                          STATION DESCRIPTION
 EM0686
 EM0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0686'THE STATION IS LOCATED ON A PROMINENT RED, FLAT TOP HILL, ABOUT
 EM0686'5 MILES SOUTH OF APACHE, AND 0.25 MILE WEST OF U.S. HIGHWAY 62.  IT
 EM0686'IS SITUATED ON THE HIGHEST POINT OF THE HILL, 175 FEET NORTH OF THE
 EM0686'DIRT ROAD LEADING WEST.  THE DISK IS STAMPED APACHE 1947 AND
 EM0686'PROJECTS 2 INCHES.
 EM0686'
 EM0686'REFERENCE MARK NO. 1 IS STAMPED APACHE NO 1 1947 AND PROJECTS 3
 EM0686'INCHES.
 EM0686'
 EM0686'REFERENCE MARK NO. 2 IS STAMPED APACHE NO 2 1947 AND PROJECTS 3
 EM0686'INCHES.
 EM0686'
 EM0686'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 EM0686'SET IN FENCE LINE, 52 FEET WEST OF THE CENTER OF U.S. HIGHWAY 62,
 EM0686'10 FEET SOUTHEAST OF A POWER LINE POLE AND IS WITNESSED BY A WHITE
 EM0686'REFERENCE POST.  THE DISK IS STAMPED APACHE 1947 AND PROJECTS 6
 EM0686'INCHES.
 EM0686'
 EM0686'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 277, ABOUT 14
 EM0686'MILES NORTH OF LAWTON, GO NORTH ON HIGHWAY 62 FOR 3.8 MILES TO THE
 EM0686'AZIMUTH MARK ON THE LEFT.  THENCE CONTINUE STRAIGHT AHEAD (NORTH)
 EM0686'FOR 0.2 MILE TO CROSSROADS, TURN LEFT ON DIRT ROAD AND GO WEST FOR
 EM0686'0.25 MILE TO TOP OF GRADE AND THE STATION ON THE RIGHT AS
 EM0686'DESCRIBED.
 EM0686'
 EM0686'FOUR FOOT SIGNALS AT FLETCHER, DODGE, ELGIN AND MT SCOTT
 EM0686'ARE VISIBLE AT 4 FEET.
 EM0686
 EM0686                          STATION RECOVERY (1963)
 EM0686
 EM0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0686'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EM0686'THE STATION MARK IS 197.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 EM0686'ROAD AND 171.0 FEET NORTH OF A POWER POLE.  IT IS LOCATED ON THE
 EM0686'HIGHEST POINT OF A ISOLATED, SMALL FLAT TOPPED HILL.  THE STATION
 EM0686'MARK IS A STANDARD DISK STAMPED APACHE 1947 AND SET IN THE TOP OF
 EM0686'A SQUARE CONCRETE POST.
 EM0686'
 EM0686'REFERENCE MARK NO. 1 IS 22.67 FEET NORTH OF THE STATION.  A STANDARD
 EM0686'DISK STAMPED APACHE NO 1 1947 AND SET IN THE TOP OF A SQUARE
 EM0686'CONCRETE POST.
 EM0686'
 EM0686'REFERENCE MARK NO. 2 IS 26.49 FEET EAST OF THE STATION.  A STANDARD
 EM0686'DISK STAMPED APACHE NO 2 1947 AND SET IN THE TOP OF A SQUARE
 EM0686'CONCRETE POST.
 EM0686'
 EM0686'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION ABOUT 0.3 MILE.  IT IS
 EM0686'ON THE WEST SIDE OF U.S. HIGHWAY 62 AND 281, 39.0 FEET WEST OF THE
 EM0686'CENTER LINE OF HIGHWAY, 14.0 FEET SOUTHEAST OF A POWER POLE AND
 EM0686'7.5 FEET EAST OF A WITNESS POST.  A STANDARD DISK STAMPED APACHE
 EM0686'1947 AND SET IN THE TOP OF A SQUARE CONCRETE POST.
 EM0686
 EM0686                          STATION RECOVERY (1971)
 EM0686
 EM0686'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0686'APACHE 1947 RECOVERED IN GOOD CONDITION.
 EM0686'
 EM0686'APACHE 1947 AZIMUTH RECOVERED IN GOOD CONDITION.
 EM0686'
 EM0686'APACHE NO. 1 1947 RECOVERED IN GOOD CONDITION.
 EM0686'APACHE NO. 2 1947 RECOVERED IN GOOD CONDITION.
 EM0686
 EM0686                          STATION RECOVERY (1976)
 EM0686
 EM0686'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EM0686'STATION RECOVERED IN GOOD CONDITION.
 EM0686'
 EM0686'AZ. MARK RECOVERED IN GOOD CONDITION.
 EM0686'
 EM0686'REF. MARKS RECOVERED IN GOOD CONDITION.
 EM0686'
 EM0686'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH AND 0.25
 EM0686'MILES WEST OF APACHE.
 EM0686
 EM0686                          STATION RECOVERY (1986)
 EM0686
 EM0686'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DS)
 EM0686'RECOVERED IN GOOD CONDITION.
 EM0686
 EM0686                          STATION RECOVERY (2000)
 EM0686
 EM0686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0686'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0686'PROGRAM BY THE CITY OF LAWTON, CONSIDERED A GOOD GPS OCCUPATION POINT,
 EM0686'NO OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0975 ***********************************************************************
 EK0975  DESIGNATION -  APPLE
 EK0975  PID         -  EK0975
 EK0975  STATE/COUNTY-  OK/CHOCTAW
 EK0975  COUNTRY     -  US
 EK0975  USGS QUAD   -  FORT TOWSON (2019)
 EK0975
 EK0975                         *CURRENT SURVEY CONTROL
 EK0975  ______________________________________________________________________
 EK0975* NAD 83(1993) POSITION- 34 07 04.33675(N) 095 22 00.43536(W)   ADJUSTED
 EK0975* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 EK0975  ______________________________________________________________________
 EK0975  GEOID HEIGHT    -        -29.786 (meters)                     GEOID18
 EK0975  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 EK0975  HORZ ORDER      -  FIRST
 EK0975
 EK0975.The horizontal coordinates were established by classical geodetic methods
 EK0975.and adjusted by the National Geodetic Survey in November 1994.
 EK0975
 EK0975.The orthometric height was scaled from a topographic map.
 EK0975
 EK0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0975.GEOID18 height accuracy estimate available here.
 EK0975
 EK0975.Click photographs - Photos may exist for this station.
 EK0975
 EK0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0975
 EK0975. The following values were computed from the NAD 83(1993) position.
 EK0975
 EK0975;                    North         East     Units Scale Factor Converg.
 EK0975;SPC OK S     -    90,192.105   842,897.120   MT  0.99996885   +1 29 40.8
 EK0975;SPC OK S     -   295,905.26  2,765,404.97   sFT  0.99996885   +1 29 40.8
 EK0975;UTM  15      - 3,777,755.140   281,711.446   MT  1.00018741   -1 19 41.0
 EK0975
 EK0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0975!SPC OK S     -   0.99997186  x   0.99996885  =   0.99994071
 EK0975!UTM  15      -   0.99997186  x   1.00018741  =   1.00015926
 EK0975
 EK0975:                Primary Azimuth Mark                     Grid Az
 EK0975:SPC OK S     -  APPLE AZ MK                              166 09 59.1
 EK0975:UTM  15      -  APPLE AZ MK                              168 59 20.9
 EK0975
 EK0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8171177755(NAD 83)
 EK0975
 EK0975|---------------------------------------------------------------------|
 EK0975| PID    Reference Object                     Distance      Geod. Az  |
 EK0975|                                                           dddmmss.s |
 EK0975| EK0972 BULL CREEK LOOKOUT TOWER            APPROX.11.9 KM 0821628.1 |
 EK0975| EK0973 FORT TOWSON MUNICIPAL TANK          APPROX.14.3 KM 1395132.9 |
 EK0975| CX9574 APPLE AZ MK                                        1673939.9 |
 EK0975| EK0981 HUGO MUNICIPAL STANDPIPE            APPROX.18.3 KM 2315004.0 |
 EK0975| CX9575 APPLE RM 1                           14.210 METERS 24838     |
 EK0975| CX9576 APPLE RM 2                           13.986 METERS 32235     |
 EK0975|---------------------------------------------------------------------|
 EK0975
 EK0975                          SUPERSEDED SURVEY CONTROL
 EK0975
 EK0975  NAD 83(1986)-  34 07 04.34262(N)    095 22 00.42418(W) AD(       ) 1
 EK0975  NAD 27      -  34 07 03.97300(N)    095 21 59.57600(W) AD(       ) 1
 EK0975
 EK0975.Superseded values are not recommended for survey control.
 EK0975
 EK0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0975.See file dsdata.pdf to determine how the superseded data were derived.
 EK0975
 EK0975_MARKER: DS = TRIANGULATION STATION DISK
 EK0975_SETTING: 66 = SET IN ROCK OUTCROP
 EK0975_STAMPING: APPLE 1951
 EK0975_MARK LOGO: CGS
 EK0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0975+STABILITY: POSITION/ELEVATION WELL
 EK0975
 EK0975  HISTORY     - Date     Condition        Report By
 EK0975  HISTORY     - 1951     MONUMENTED       CGS
 EK0975
 EK0975                          STATION DESCRIPTION
 EK0975
 EK0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0975'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH AND 1 MILE
 EK0975'EAST OF SAWYER, ON THE SUMMIT OF A RIDGE RUNNING EAST AND
 EK0975'WEST.  IT IS 26 FEET NORTHWEST OF AN 8 INCH PINE TREE, 23
 EK0975'FEET EAST OF A 14-INCH WHITE OAK TREE AND 15 FEET NORTH
 EK0975'OF THE NORTH EDGE OF A HIGH BLUFF.  THE DISK IS STAMPED
 EK0975'APPLE 1951.
 EK0975'
 EK0975'REFERENCE MARK NO. 1 IS 11 FEET EAST OF A 7-INCH WHITE OAK
 EK0975'TREE AND 6 FEET NORTH OF THE NORTH EDGE OF A HIGH BLUFF.
 EK0975'THE DISK IS STAMPED APPLE NO 1 1951.
 EK0975'
 EK0975'REFERENCE MARK NO. 2 IS 33 FEET EAST NORTHEAST OF A 2-FOOT
 EK0975'OAK TREE AND 27 FEET SOUTH OF A 10-INCH WHITE OAK TREE.
 EK0975'THE DISK IS STAMPED APPLE NO 2 1951.
 EK0975'
 EK0975'AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF A GRAVEL
 EK0975'ROAD, 3 FEET NORTH NORTHWEST OF A WIRE GATE AND 2 FEET WEST
 EK0975'NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH
 EK0975'WITH THE GROUND AND THE DISK IS STAMPED APPLE 1951.
 EK0975'
 EK0975'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 EK0975'OF SAWYER, GO EAST ON U.S. HIGHWAY 70 FOR 0.75 MILE TO A
 EK0975'CROSSROADS.  TURN LEFT (NORTH) AND FOLLOW GRAVEL ROAD FOR
 EK0975'6.35 MILES TO THE AZIMUTH MARK ON THE WEST SIDE OF ROAD
 EK0975'AS DESCRIBED.  CONTINUE NORTH FOR 0.15 MILE TO WHERE THE
 EK0975'MAIN ROAD TURNS RIGHT.  TURN LEFT INTO FARM YARD AND END
 EK0975'OF TRUCK TRAVEL.  TO REACH STATION FROM THIS POINT GO NORTH
 EK0975'FOR APPROXIMATELY 0.3 MILE TO TOP OF RIDGE.  THENCE WEST
 EK0975'ALONG THE EDGE OF BLUFF FOR APPROXIMATELY 150 FEET TO STATION
 EK0975'AS DESCRIBED.
 EK0975'
 EK0975'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0715 ***********************************************************************
 GJ0715  DESIGNATION -  APPLE
 GJ0715  PID         -  GJ0715
 GJ0715  STATE/COUNTY-  OK/ELLIS
 GJ0715  COUNTRY     -  US
 GJ0715  USGS QUAD   -  GOODWIN (2018)
 GJ0715
 GJ0715                         *CURRENT SURVEY CONTROL
 GJ0715  ______________________________________________________________________
 GJ0715* NAD 83(1993) POSITION- 36 14 46.34148(N) 099 57 07.84946(W)   ADJUSTED
 GJ0715* NAVD 88 ORTHO HEIGHT -   744.1   (meters)     2441.    (feet) VERTCON3
 GJ0715  ______________________________________________________________________
 GJ0715  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 GJ0715  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 GJ0715  HORZ ORDER      -  FIRST
 GJ0715
 GJ0715.The horizontal coordinates were established by classical geodetic methods
 GJ0715.and adjusted by the National Geodetic Survey in November 1994.
 GJ0715
 GJ0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0715
 GJ0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0715.GEOID18 height accuracy estimate available here.
 GJ0715
 GJ0715.Click photographs - Photos may exist for this station.
 GJ0715
 GJ0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0715
 GJ0715. The following values were computed from the NAD 83(1993) position.
 GJ0715
 GJ0715;                    North         East     Units Scale Factor Converg.
 GJ0715;SPC OK N     -   140,034.389   424,554.193   MT  0.99994635   -1 09 07.5
 GJ0715;SPC OK N     -   459,429.49  1,392,891.55   sFT  0.99994635   -1 09 07.5
 GJ0715;SPC TX N     - 1,250,286.492   339,118.486   MT  1.00001527   +0 53 49.3
 GJ0715;SPC TX N     - 4,101,981.60  1,112,591.23   sFT  1.00001527   +0 53 49.3
 GJ0715;UTM  14      - 4,011,677.188   414,448.591   MT  0.99969018   -0 33 46.9
 GJ0715
 GJ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0715!SPC OK N     -   0.99988766  x   0.99994635  =   0.99983402
 GJ0715!SPC TX N     -   0.99988766  x   1.00001527  =   0.99990293
 GJ0715!UTM  14      -   0.99988766  x   0.99969018  =   0.99957788
 GJ0715
 GJ0715:                Primary Azimuth Mark                     Grid Az
 GJ0715:SPC OK N     -  SHATTUCK WATER TANK                      072 51 58.3
 GJ0715:SPC TX N     -  SHATTUCK WATER TANK                      070 49 01.5
 GJ0715:UTM  14      -  SHATTUCK WATER TANK                      072 16 37.7
 GJ0715
 GJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1444811677(NAD 83)
 GJ0715
 GJ0715|---------------------------------------------------------------------|
 GJ0715| PID    Reference Object                     Distance      Geod. Az  |
 GJ0715|                                                           dddmmss.s |
 GJ0715| GJ0726 SHATTUCK WATER TANK                 APPROX. 6.9 KM 0714250.8 |
 GJ0715| CK8829 APPLE RM 1                           67.696 METERS 10305     |
 GJ0715| CK8830 APPLE RM 2                           40.203 METERS 18540     |
 GJ0715|---------------------------------------------------------------------|
 GJ0715
 GJ0715                          SUPERSEDED SURVEY CONTROL
 GJ0715
 GJ0715  NAD 83(1986)-  36 14 46.34845(N)    099 57 07.83750(W) AD(       ) 1
 GJ0715  NAD 27      -  36 14 46.20200(N)    099 57 06.39500(W) AD(       ) 1
 GJ0715  NGVD 29 (07/19/86)  743.8    (m)         2440.     (f) VERT ANG       
 GJ0715
 GJ0715.Superseded values are not recommended for survey control.
 GJ0715
 GJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0715.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0715
 GJ0715_MARKER: DS = TRIANGULATION STATION DISK
 GJ0715_SETTING: 66 = SET IN ROCK OUTCROP
 GJ0715_STAMPING: APPLE 1927
 GJ0715_MARK LOGO: CGS
 GJ0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GJ0715+STABILITY: POSITION/ELEVATION WELL
 GJ0715
 GJ0715  HISTORY     - Date     Condition        Report By
 GJ0715  HISTORY     - 1927     MONUMENTED       CGS
 GJ0715  HISTORY     - 1934     GOOD             OKGS
 GJ0715  HISTORY     - 1953     GOOD             CGS
 GJ0715  HISTORY     - 1957     MARK NOT FOUND   CGS
 GJ0715  HISTORY     - 1963     MARK NOT FOUND   CGS
 GJ0715
 GJ0715                          STATION DESCRIPTION
 GJ0715
 GJ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0715'ABOUT 4 MI. W AND 2 MI. S OF SHATTUCK, 3 MI. E OF THE OLD STATE
 GJ0715'LINE, ON A PROMINENT KNOLL AT THE N SIDE OF A SECTION-LINE
 GJ0715'ROAD AND IN THE N FENCE LINE OF THE ROADWAY, ABOUT 100 PACES
 GJ0715'E OF A SECTION CORNER, ON LAND BELONGING TO L.L. APPLE, ABOUT
 GJ0715'1/3 MI. SW OF HIS HOUSE, AND JUST S OF A LARGE PILE OF ROCKS.
 GJ0715'
 GJ0715'TO REACH FROM SHATTUCK, GO S FOR 0.8 MI. ON STATE HIGHWAY 15,
 GJ0715'W FOR 2-1/2 MI., S FOR 1 MI., AND W FOR 1-1/2 MI. TO A SECTION
 GJ0715'CORNER AND STATION SITE.
 GJ0715'
 GJ0715'STATION IS MARKED BY A STANDARD STATION-MARK DISK, SET IN ROCK
 GJ0715'BELOW THE SURFACE OF THE GROUND.
 GJ0715'
 GJ0715'REFERENCE MARKS ARE STANDARD REFERENCE DISKS, SET IN CONCRETE.
 GJ0715'
 GJ0715'REFERENCE MARK 1 IS 67.69 M. (222.1 FT.) FROM THE STATION.
 GJ0715'
 GJ0715'REFERENCE MARK 2 IS 40.19 M. (131.9 FT.) FROM THE STATION.
 GJ0715'AZIMUTHS UNKNOWN.
 GJ0715'
 GJ0715'SHATTUCK WATER TANK IS 4.3 MI. FROM THE STATION.
 GJ0715'ELEVATION OF STATION IS 743.8 M.
 GJ0715'(2440 FT.).
 GJ0715
 GJ0715                          STATION RECOVERY (1934)
 GJ0715
 GJ0715'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0715'STATION IS 2 MI. S AND 4 MI. W OF SHATTUCK, ON A PROMINENT KNOLL
 GJ0715'ON THE N SIDE OF A TOWN SHIP-LINE ROAD, IN SECTION 35, T 21 N,
 GJ0715'R 26 W, OWNED BY L.L. APPLE, 24 FT. N AND 268.4 FT. E OF THE
 GJ0715'NW CORNER OF SECTION 2, T 20 N, R 26 W, AND 1 FT. S OF THE S
 GJ0715'PROPERTY FENCE OF SECTION 35.  IT IS A STANDARD BRONZE TABLET,
 GJ0715'SET IN ROCK ABOUT 1 FT. BELOW GROUND.
 GJ0715
 GJ0715                          STATION RECOVERY (1953)
 GJ0715
 GJ0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 GJ0715'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 GJ0715'DESCRIBED.  ADDITIONAL DATA ON THE REFERENCE MARKS IS AS
 GJ0715'FOLLOWS- REFERENCE NO. 1 IS E.S.E. OF THE STATION AT AN OBLIQUE
 GJ0715'FENCE CORNER AT THE SOUTH EDGE OF THE ROAD.  IT IS A STANDARD DISK
 GJ0715'STAMPED APPLE NO. 1 1927 AND SET IN A CONCRETE MONUMENT WHICH
 GJ0715'PROJECTS ABOUT 1 FOOT.  REFERENCE NO. 2 IS A STANDARD DISK
 GJ0715'STAMPED APPLE NO. 2 1927 AND SET IN ROCK OUTCROP SOUTH OF THE
 GJ0715'STATION AND AT THE TOP OF THE ROAD CUT, ABOUT 8 FEET ABOVE
 GJ0715'THE ROAD AND 1 FOOT FROM THE EDGE OF THE RIM ON THE NORTH
 GJ0715'SIDE OF THE ROAD.
 GJ0715
 GJ0715                          STATION RECOVERY (1957)
 GJ0715
 GJ0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GJ0715'THE STATION HAS BEEN DESTROYED.  THE KNOLL UPON WHICH THE
 GJ0715'STATION WAS LOCATED HAS BEEN LEVELED OFF AND EXCAVATION IS
 GJ0715'PRESENTLY IN PROGRESS AT THE SITE.  THE REMAINS OF THE POST IN
 GJ0715'WHICH REFERENCE MARK 1 WAS SET WAS FOUND DUG OUT OF THE GROUND
 GJ0715'AND CONSIDERABLY DISPLACED.
 GJ0715'
 GJ0715'THE STATION SHOULD BE CONSIDERED AS DESTROYED.
 GJ0715
 GJ0715                          STATION RECOVERY (1963)
 GJ0715
 GJ0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0715'THE KNOLL ON WHICH THE STATION WAS LOCATED HAD BEEN CUT DOWN
 GJ0715'APPROXIMATELY 8 FEET AND WAS USED FOR ROAD MATERIAL, THEREFORE
 GJ0715'ALL THE MARKS WERE DESTROYED.
 GJ0715'
 GJ0715'IN THE ORGINAL DESCRIPTION, THERE WAS NO LOCATION OF AN
 GJ0715'AZIMUTH MARK.
 GJ0715'
 GJ0715'NOTE.  SEE DESCRIPTION OF APPLE 2, FOR THE NEW LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0718 ***********************************************************************
 GJ0718  DESIGNATION -  APPLE 2
 GJ0718  PID         -  GJ0718
 GJ0718  STATE/COUNTY-  OK/ELLIS
 GJ0718  COUNTRY     -  US
 GJ0718  USGS QUAD   -  GOODWIN (2018)
 GJ0718
 GJ0718                         *CURRENT SURVEY CONTROL
 GJ0718  ______________________________________________________________________
 GJ0718* NAD 83(1993) POSITION- 36 14 46.40436(N) 099 57 05.51558(W)   ADJUSTED
 GJ0718* NAVD 88 ORTHO HEIGHT -   741.80  (+/-2cm)     2433.7   (feet) VERTCON3
 GJ0718  ______________________________________________________________________
 GJ0718  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 GJ0718  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GJ0718  HORZ ORDER      -  SECOND
 GJ0718  VERT ORDER      -  THIRD ? (See Below)
 GJ0718
 GJ0718.The horizontal coordinates were established by classical geodetic methods
 GJ0718.and adjusted by the National Geodetic Survey in November 1994.
 GJ0718
 GJ0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0718
 GJ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0718.GEOID18 height accuracy estimate available here.
 GJ0718
 GJ0718.The vertical order pertains to the NGVD 29 superseded value.
 GJ0718
 GJ0718.Click photographs - Photos may exist for this station.
 GJ0718
 GJ0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0718
 GJ0718. The following values were computed from the NAD 83(1993) position.
 GJ0718
 GJ0718;                    North         East     Units Scale Factor Converg.
 GJ0718;SPC OK N     -   140,035.156   424,612.488   MT  0.99994635   -1 09 06.1
 GJ0718;SPC OK N     -   459,432.01  1,393,082.80   sFT  0.99994635   -1 09 06.1
 GJ0718;SPC TX N     - 1,250,289.342   339,176.720   MT  1.00001528   +0 53 50.6
 GJ0718;SPC TX N     - 4,101,990.95  1,112,782.29   sFT  1.00001528   +0 53 50.6
 GJ0718;UTM  14      - 4,011,678.553   414,506.860   MT  0.99969005   -0 33 45.5
 GJ0718
 GJ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0718!SPC OK N     -   0.99988802  x   0.99994635  =   0.99983438
 GJ0718!SPC TX N     -   0.99988802  x   1.00001528  =   0.99990330
 GJ0718!UTM  14      -   0.99988802  x   0.99969005  =   0.99957811
 GJ0718
 GJ0718:                Primary Azimuth Mark                     Grid Az
 GJ0718:SPC OK N     -  APPLE 2 AZ MK                            091 55 17.2
 GJ0718:SPC TX N     -  APPLE 2 AZ MK                            089 52 20.5
 GJ0718:UTM  14      -  APPLE 2 AZ MK                            091 19 56.6
 GJ0718
 GJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1450611678(NAD 83)
 GJ0718
 GJ0718|---------------------------------------------------------------------|
 GJ0718| PID    Reference Object                     Distance      Geod. Az  |
 GJ0718|                                                           dddmmss.s |
 GJ0718| GJ0728 SHATTUCK GRAIN CO ELEVATOR          APPROX. 7.6 KM 0603810.2 |
 GJ0718| CK8831 APPLE 2 AZ MK                                      0904611.1 |
 GJ0718| CK8832 APPLE 2 RM 3                         20.279 METERS 17512     |
 GJ0718| GK0985 HIGGINS MUNICIPAL WATER TANK        APPROX.15.8 KM 2044318.3 |
 GJ0718| CK8833 APPLE 2 RM 4                         14.403 METERS 27249     |
 GJ0718|---------------------------------------------------------------------|
 GJ0718
 GJ0718                          SUPERSEDED SURVEY CONTROL
 GJ0718
 GJ0718  NAD 83(1986)-  36 14 46.41146(N)    099 57 05.50418(W) AD(       ) 2
 GJ0718  NAD 27      -  36 14 46.27262(N)    099 57 04.05978(W) AD(       ) 2
 GJ0718  NGVD 29             741.49   (m)         2432.7    (f) LEVELING    3  
 GJ0718
 GJ0718.Superseded values are not recommended for survey control.
 GJ0718
 GJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0718.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0718
 GJ0718_MARKER: DS = TRIANGULATION STATION DISK
 GJ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0718_STAMPING: APPLE 2 1963
 GJ0718_MARK LOGO: CGS
 GJ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0718+STABILITY: SURFACE MOTION
 GJ0718
 GJ0718  HISTORY     - Date     Condition        Report By
 GJ0718  HISTORY     - 1963     MONUMENTED       CGS
 GJ0718
 GJ0718                          STATION DESCRIPTION
 GJ0718
 GJ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0718'THE STATION IS ABOUT 12-1/4 MILES NORTHWEST OF ARNETT, 4 MILES
 GJ0718'WEST-SOUTHWEST OF SHATTUCK AND ON THE NORTH SIDE OF AN EAST-WEST
 GJ0718'GRADED ROAD.
 GJ0718'
 GJ0718'TO REACH THE STATION FROM THE POST OFFICE IN SHATTUCK, GO SOUTH ON
 GJ0718'U. S. HIGHWAY 283 FOR 0.75 MILE TO A CROSSROAD AT THE SOUTHWEST
 GJ0718'CORNER OF A CEMETERY, TURN RIGHT AND GO WEST ON GRADED ROAD FOR 2.6
 GJ0718'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 GJ0718'T-ROAD JUNCTION.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.8
 GJ0718'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON THE GRADED
 GJ0718'ROAD FOR 0.55 MILE TO WHERE THE ROAD BEARS LEFT AND THE STATION
 GJ0718'ON THE RIGHT.
 GJ0718'
 GJ0718'THE STATION MARK IS A STANDARD DISK, STAMPED APPLE 2 1963, SET IN THE
 GJ0718'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 41.8
 GJ0718'FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 19.2 FEET EAST OF
 GJ0718'THE CENTERLINE OF A TRACK ROAD LEADING NORTH, 5.8 FEET SOUTHWEST OF
 GJ0718'AN EAST GATE POST AND 4.5 FEET WEST OF A METAL WITNESS POST.
 GJ0718'
 GJ0718'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED APPLE 2 NO 3 1963, SET
 GJ0718'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0718'IT IS 21.5 FEET SOUTHEAST OF THE CENTERLINE OF THE GRADED ROAD, 1
 GJ0718'FOOT NORTHWEST OF AN EAST-WEST FENCE AND ABOUT 1 FOOT HIGHER THAN
 GJ0718'THE STATION.
 GJ0718'
 GJ0718'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED APPLE 2 NO 4 1963, SET
 GJ0718'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0718'IT IS 63.2 FEET SOUTHWEST OF THE CENTERLINE OF THE GRADED ROAD,
 GJ0718'29.8 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD LEADING NORTH,
 GJ0718'13.2 FEET SOUTHWEST OF A WEST GATE POST, 3 FEET SOUTH OF AN
 GJ0718'EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0718'
 GJ0718'AZIMUTH MARK IS A STANDARD DISK, STAMPED APPLE 2 1963, SET IN THE TOP
 GJ0718'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 31.4
 GJ0718'FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 1.8 FEET WEST OF A
 GJ0718'METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0557 ***********************************************************************
 FK0557  DESIGNATION -  ARAPAHOE CHRISTIAN SPIRE
 FK0557  PID         -  FK0557
 FK0557  STATE/COUNTY-  OK/CUSTER
 FK0557  COUNTRY     -  US
 FK0557  USGS QUAD   -  CLINTON (2018)
 FK0557
 FK0557                         *CURRENT SURVEY CONTROL
 FK0557  ______________________________________________________________________
 FK0557* NAD 83(1993) POSITION- 35 34 42.72886(N) 098 57 41.64602(W)   ADJUSTED
 FK0557  ______________________________________________________________________
 FK0557  GEOID HEIGHT    -        -27.359 (meters)                     GEOID18
 FK0557  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 FK0557  HORZ ORDER      -  THIRD
 FK0557
 FK0557.The horizontal coordinates were established by classical geodetic methods
 FK0557.and adjusted by the National Geodetic Survey in November 1994.
 FK0557
 FK0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0557.GEOID18 height accuracy estimate available here.
 FK0557
 FK0557.Click photographs - Photos may exist for this station.
 FK0557
 FK0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0557
 FK0557. The following values were computed from the NAD 83(1993) position.
 FK0557
 FK0557;                    North         East     Units Scale Factor Converg.
 FK0557;SPC OK N     -    64,622.015   512,844.102   MT  0.99999787   -0 34 02.9
 FK0557;SPC OK N     -   212,014.06  1,682,556.02   sFT  0.99999787   -0 34 02.9
 FK0557;UTM  14      - 3,937,204.235   503,482.091   MT  0.99960015   +0 01 20.5
 FK0557
 FK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0348237204(NAD 83)
 FK0557
 FK0557                          SUPERSEDED SURVEY CONTROL
 FK0557
 FK0557  NAD 83(1986)-  35 34 42.73554(N)    098 57 41.63374(W) AD(       ) 3
 FK0557  NAD 27      -  35 34 42.55735(N)    098 57 40.32055(W) AD(       ) 3
 FK0557
 FK0557.Superseded values are not recommended for survey control.
 FK0557
 FK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0557.See file dsdata.pdf to determine how the superseded data were derived.
 FK0557
 FK0557_MARKER: 90 = CHURCH SPIRE
 FK0557
 FK0557  HISTORY     - Date     Condition        Report By
 FK0557  HISTORY     - 1935     FIRST OBSERVED   CGS
 FK0557  HISTORY     - 1956     SEE DESCRIPTION  USGS
 FK0557
 FK0557                          STATION DESCRIPTION
 FK0557
 FK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0557'POINT OBSERVED UPON WAS SPIRE ON A CHRISTIAN CHURCH IN WEST PART
 FK0557'OF TOWN, A WOODEN STRUCTURE ABOUT 45 FEET HIGH.  OBSERVED
 FK0557'FROM STATIONS CLINTON AND EISEMANN.
 FK0557
 FK0557                          STATION RECOVERY (1956)
 FK0557
 FK0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FK0557'CHURCH INTACT, BUT SPIRE GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0556 ***********************************************************************
 FK0556  DESIGNATION -  ARAPAHOE TANK
 FK0556  PID         -  FK0556
 FK0556  STATE/COUNTY-  OK/CUSTER
 FK0556  COUNTRY     -  US
 FK0556  USGS QUAD   -  CLINTON (2018)
 FK0556
 FK0556                         *CURRENT SURVEY CONTROL
 FK0556  ______________________________________________________________________
 FK0556* NAD 83(1993) POSITION- 35 34 42.21460(N) 098 58 00.10906(W)   ADJUSTED
 FK0556  ______________________________________________________________________
 FK0556  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 FK0556  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 FK0556  HORZ ORDER      -  THIRD
 FK0556
 FK0556.The horizontal coordinates were established by classical geodetic methods
 FK0556.and adjusted by the National Geodetic Survey in November 1994.
 FK0556
 FK0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0556.GEOID18 height accuracy estimate available here.
 FK0556
 FK0556.Click photographs - Photos may exist for this station.
 FK0556
 FK0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0556
 FK0556. The following values were computed from the NAD 83(1993) position.
 FK0556
 FK0556;                    North         East     Units Scale Factor Converg.
 FK0556;SPC OK N     -    64,610.783   512,379.105   MT  0.99999789   -0 34 13.8
 FK0556;SPC OK N     -   211,977.21  1,681,030.45   sFT  0.99999789   -0 34 13.8
 FK0556;UTM  14      - 3,937,188.223   503,017.418   MT  0.99960011   +0 01 09.8
 FK0556
 FK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0301737188(NAD 83)
 FK0556
 FK0556                          SUPERSEDED SURVEY CONTROL
 FK0556
 FK0556  NAD 83(1986)-  35 34 42.22070(N)    098 58 00.09652(W) AD(       ) 3
 FK0556  NAD 27      -  35 34 42.04379(N)    098 57 58.78552(W) AD(       ) 3
 FK0556
 FK0556.Superseded values are not recommended for survey control.
 FK0556
 FK0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0556.See file dsdata.pdf to determine how the superseded data were derived.
 FK0556
 FK0556_MARKER: 51 = TANK
 FK0556
 FK0556  HISTORY     - Date     Condition        Report By
 FK0556  HISTORY     - 1935     FIRST OBSERVED   CGS
 FK0556
 FK0556                          STATION DESCRIPTION
 FK0556
 FK0556'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0605 ***********************************************************************
 EM0605  DESIGNATION -  ARBUCKLE
 EM0605  PID         -  EM0605
 EM0605  STATE/COUNTY-  OK/COMANCHE
 EM0605  COUNTRY     -  US
 EM0605  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0605
 EM0605                         *CURRENT SURVEY CONTROL
 EM0605  ______________________________________________________________________
 EM0605* NAD 83(2011) POSITION- 34 38 33.25154(N) 098 19 27.87258(W)   ADJUSTED
 EM0605* NAD 83(2011) ELLIP HT-   379.299 (meters)        (06/27/12)   ADJUSTED
 EM0605* NAD 83(2011) EPOCH   -  2010.00
 EM0605* NAVD 88 ORTHO HEIGHT -   405.1   (meters)     1329.    (feet) VERTCON3
 EM0605  ______________________________________________________________________
 EM0605  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 EM0605  NAD 83(2011) X  -   -760,572.661 (meters)                     COMP
 EM0605  NAD 83(2011) Y  - -5,198,032.512 (meters)                     COMP
 EM0605  NAD 83(2011) Z  -  3,605,530.502 (meters)                     COMP
 EM0605  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 EM0605
 EM0605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0605  Standards:
 EM0605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0605  -------------------------------------------------------------------
 EM0605  NETWORK    3.84   5.82           1.62   1.47   2.97     -0.31380571
 EM0605  -------------------------------------------------------------------
 EM0605  Click here for local accuracies and other accuracy information.
 EM0605
 EM0605.The horizontal coordinates were established by GPS observations
 EM0605.and adjusted by the National Geodetic Survey in June 2012.
 EM0605
 EM0605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0605.been affixed to the stable North American tectonic plate. See 
 EM0605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0605
 EM0605.The horizontal coordinates are valid at the epoch date displayed above
 EM0605.which is a decimal equivalence of Year/Month/Day.
 EM0605
 EM0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0605
 EM0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0605.GEOID18 height accuracy estimate available here.
 EM0605
 EM0605.Click photographs - Photos may exist for this station.
 EM0605
 EM0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0605
 EM0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0605
 EM0605.The ellipsoidal height was determined by GPS observations
 EM0605.and is referenced to NAD 83.
 EM0605
 EM0605. The following values were computed from the NAD 83(2011) position.
 EM0605
 EM0605;                    North         East     Units Scale Factor Converg.
 EM0605;SPC OK S     -   145,272.800   570,259.033   MT  0.99993646   -0 11 02.9
 EM0605;SPC OK S     -   476,615.84  1,870,924.84   sFT  0.99993646   -0 11 02.9
 EM0605;UTM  14      - 3,833,614.102   561,916.177   MT  0.99964725   +0 23 02.6
 EM0605
 EM0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0605!SPC OK S     -   0.99994046  x   0.99993646  =   0.99987693
 EM0605!UTM  14      -   0.99994046  x   0.99964725  =   0.99958773
 EM0605
 EM0605:                Primary Azimuth Mark                     Grid Az
 EM0605:SPC OK S     -  ARBUCKLE AZ MK                           188 25 32.5
 EM0605:UTM  14      -  ARBUCKLE AZ MK                           187 51 27.0
 EM0605
 EM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6191633614(NAD 83)
 EM0605
 EM0605|---------------------------------------------------------------------|
 EM0605| PID    Reference Object                     Distance      Geod. Az  |
 EM0605|                                                           dddmmss.s |
 EM0605| CX7513 ARBUCKLE RM 1                         8.402 METERS 02515     |
 EM0605| CX7514 ARBUCKLE RM 2                         5.950 METERS 13944     |
 EM0605| CX7512 ARBUCKLE AZ MK                                     1881429.6 |
 EM0605| EM0620 LAWTON RAD KSWO TWR N 1 OF 2        APPROX. 6.7 KM 2105500.5 |
 EM0605| EM0626 LAWTON SOUTHWESTERN LT PWR STK      APPROX. 6.9 KM 2365538.0 |
 EM0605| EM0631 LAWTON EAST BELL AVE MUN TK         APPROX. 6.7 KM 2383413.4 |
 EM0605| EM0630 LAWTON HIGH SCHOOL DOME             APPROX. 8.1 KM 2394451.3 |
 EM0605|---------------------------------------------------------------------|
 EM0605
 EM0605                          SUPERSEDED SURVEY CONTROL
 EM0605
 EM0605  NAD 83(2007)-  34 38 33.25135(N)    098 19 27.87309(W) AD(2002.00) 0
 EM0605  ELLIP H (02/10/07)  379.325  (m)                       GP(2002.00)    
 EM0605  ELLIP H (06/19/02)  379.333  (m)                       GP(       ) 5 1
 EM0605  NAD 83(1993)-  34 38 33.25236(N)    098 19 27.87301(W) AD(       ) 1
 EM0605  ELLIP H (11/28/94)  379.375  (m)                       GP(       ) 5 1
 EM0605  NAD 83(1986)-  34 38 33.25805(N)    098 19 27.85766(W) AD(       ) 1
 EM0605  NAD 83(1986)-  34 38 33.25598(N)    098 19 27.85733(W) AD(       ) 2
 EM0605  NAD 27      -  34 38 32.99600(N)    098 19 26.67400(W) AD(       ) 2
 EM0605  NGVD 29 (07/19/86)  405.0    (m)         1329.     (f) VERT ANG       
 EM0605
 EM0605.Superseded values are not recommended for survey control.
 EM0605
 EM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0605.See file dsdata.pdf to determine how the superseded data were derived.
 EM0605
 EM0605_MARKER: DS = TRIANGULATION STATION DISK
 EM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0605_STAMPING: ARBUCKLE 1948
 EM0605_MARK LOGO: CGS
 EM0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0605+STABILITY: SURFACE MOTION
 EM0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0605+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM0605
 EM0605  HISTORY     - Date     Condition        Report By
 EM0605  HISTORY     - 1948     MONUMENTED       CGS
 EM0605  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EM0605  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EM0605  HISTORY     - 1971     GOOD             OKDH
 EM0605  HISTORY     - 1988     GOOD             NGS
 EM0605  HISTORY     - 19991212 GOOD             LOCSUR
 EM0605
 EM0605                          STATION DESCRIPTION
 EM0605
 EM0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0605'ON THE SOUTHERNMOST AND HIGHEST PROTION OF ARBUCKLE HILL LYING ABOUT 2
 EM0605'MILES EAST OF THE CONFLUENCE OF SITTING BEAR AND CACHE CREEKS IN THE
 EM0605'EAST FIRING RANGE OF FT. SILL MILITARY RESERVATION.
 EM0605'
 EM0605'MARKED BY THE CENTER OF THE HEAD OF A 3 PENNY NAIL EMBEDDED IN A
 EM0605'CONCRETE BLOCK 4-1/4 INCHES SQUARE.  THE BLOCK IS SURROUNDED WITH AN
 EM0605'IRREGULAR MASS OF CONCRETE WITH USA ENG INSCRIBED.
 EM0605'
 EM0605'THE STATION IS APPROXIMATELY 25 FEET NORTH OF THE STEEP SLOPE OF THE
 EM0605'HILL.  13.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 EM0605'PEDESTAL FOR A BRONZE MEMEORIAL TABLET.  32.7 FEET WEST OF LAST
 EM0605'TELEPHONE POLE IN FROM THE ROAD.  A TALL WOOD QUAD SIGNAL IS OVER THE
 EM0605'STATION BLOCK BUT NOT EXACTLY OVER CENTER OF MARK.
 EM0605
 EM0605                          STATION RECOVERY (1948)
 EM0605
 EM0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0605'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE CENTER OF
 EM0605'LAWTON, ABOUT 4 MILES EAST-SOUTHEAST OF FORT SILL.  IT IS 2.4 MILES
 EM0605'WEST OF THE EAST BOUNDARY AND 0.35 MILE NORTH OF THE SOUTH BOUNDARY OF
 EM0605'THE FORT SILL MILITARY RESERVATION.  IT IS SITUATED ON THE HIGHEST
 EM0605'POINT OF A PROMINENT HILL KNOWN AS ARBUCKLE HILL AND IS SET 13 FEET
 EM0605'NORTH OF A SMALL ARBUCKLE HILL MONUMENT THAT IS LOCATED ON THE SOUTH
 EM0605'EDGE OF THE HILL.  THE STATION DISK IS STAMPED ARBUCKLE 1948 AND
 EM0605'PROJECTS 3 INCHES.
 EM0605'
 EM0605'REFERENCE MARK NO. 1 IS SET FLUSH AND THE DISK IS STAMPED ARBUCKLE
 EM0605'NO 1 1948.
 EM0605'
 EM0605'REFERENCE MARK NO. 2 IS SET 8 FEET EAST OF THE MONUMENT.  THE DISK IS
 EM0605'STAMPED ARBUCKLE NO 2 1948 AND IT PROJECTS 6 INCHES.
 EM0605'
 EM0605'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION, 60 FEET
 EM0605'SOUTH OF THE CENTER OF THE ROAD, 14 FEET SOUTHWEST OF A TELEPHONE POLE
 EM0605'AND 3 FEET NORTH OF THE FENCE LINE.  THE DISK IS STAMPED ARBUCKLE 1948
 EM0605'AND PROJECTS 5 INCHES.
 EM0605'
 EM0605'TO REACH THE STATION FROM THE RAILROAD STATION AT FORT SILL, GO NORTH
 EM0605'ON U.S. HIGHWAY 277 FOR 0.2 MILE TO GATE NO. 1 INTO FORT SILL ON THE
 EM0605'LEFT, TURN RIGHT ACROSS THE RAILROAD TRACKS AND GO 0.15 MILE TO A
 EM0605'GRAVELED ROAD ON THE RIGHT AT SIGN TOP SOIL PIT, TURN RIGHT ON THE
 EM0605'GRAVELED ROAD AND GO SOUTHERLY, THEN EAST, AND FOLLOW THE MAIN
 EM0605'TRAVELED ROAD FOR 4.2 MILES TO A SIDE ROAD LEFT ALONG THE WEST SIDE OF
 EM0605'A TELEPHONE LINE AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT AND GO
 EM0605'0.25 MILE TO THE BASE OF THE HILL, THENCE TURN LEFT ON A TRACK ROAD
 EM0605'AND FOLLOW IT FOR 0.3 MILE TO THE TOP OF THE HILL AND THE STATION AS
 EM0605'DESCRIBED.
 EM0605'
 EM0605'A 47 FOOT SIGNAL AT ZELLA IS VISIBLE FROM THE GROUND.
 EM0605'
 EM0605'A 4 FOOT SIGNAL AT LINCOLN IS VISIBLE FROM THE GROUND.
 EM0605'
 EM0605'AN 8 FOOT SIGNAL AT LAWTON S BASE IS VISIBLE FROM THE GROUND.
 EM0605'
 EM0605'A 47 FOOT SIGNAL AT LAWTON N BASE IS VISIBLE FROM THE GROUND.
 EM0605'
 EM0605'A 4 FOOT SIGNAL AT DODGE IS VISIBLE FROM THE GROUND.
 EM0605
 EM0605                          STATION RECOVERY (1964)
 EM0605
 EM0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0605'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION WITH THE FOLLOWING
 EM0605'ADDITIONAL NOTES.  A METAL TRIPOD SIGNAL HAS BEEN ERECTED OVER THE
 EM0605'STATION.  THE LEGS OF THE TRIPOD ARE SET IN CONCRETE.  A BANNER
 EM0605'SURMOUNTS THE TRIPOD CONSISTING OF ALTERNATING BLACK AND WHITE BOARDS
 EM0605'4 INCHES WIDE.  THE TOP OF THE BANNER IS 4.72 METERS ABOVE THE STATION
 EM0605'MARK, AND THE BOTTOM OF THE BANNER IS 3.74 METERS ABOVE THE STATION
 EM0605'MARK.  THERE IS AMPLE ROOM TO SET UP AN INSTRUMENT UNDER THE TRIPOD
 EM0605'SUPPORTING THE BANNER.  THE AZIMUTH MARK AND REFERENCE MARKS ARE ALL
 EM0605'IN GOOD CONDITION.  THE DIRECTIONS TO REACH THE STATION ARE STILL
 EM0605'VALID EXCEPT THAT THE ROAD UP ARBUCKLE HILL HAS BEEN REROUTED TO GO
 EM0605'AROUND THE EAST SIDE OF THE HILL INSTEAD OF THE WEST SIDE AS DESCRIBED
 EM0605'IN THE ORIGINAL DESCRIPTION.
 EM0605
 EM0605                          STATION RECOVERY (1971)
 EM0605
 EM0605'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0605'THE STATION, RM 1, RM 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 EM0605'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 EM0605
 EM0605                          STATION RECOVERY (1988)
 EM0605
 EM0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0605'THE STATION WAS RECOVERED AT THIS DATE.  REFERENCE MARKS FOR THIS
 EM0605'STATION WERE LOCATED FOR LOCATION OF STATION BUT NOT DESCRIBED.
 EM0605'
 EM0605'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF THE CENTER
 EM0605'OF LAWTON, 5.5 KM (3.4 MI) EAST-SOUTHEAST OF FORT SILL CANTONMENT AREA
 EM0605'AND 3.9 KM (2.4 MI) WEST FROM THE EAST BOUNDARY OF POST.
 EM0605'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM0605'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL OK
 EM0605'73503-5600, PHONE 405-351-4300.
 EM0605'
 EM0605'TO REACH THE STATION FROM KEY GATE GUARD HOUSE, WHICH IS ON THE EAST
 EM0605'SIDE OF INTERSTATE HIGHWAY 44, GO EAST UNDER INTERSTATE HIGHWAY 44,
 EM0605'CROSSING RAILROAD TRACKS, FOR 0.3 KM (0.2 MI) TO ROAD INTERSECTION.
 EM0605'TURN RIGHT AND GO SOUTH THEN EASTERLY ALONG SOUTH BOUNDARY ROAD FOR
 EM0605'3.0 KM (1.85 MI) TO A LOW WATER CROSSING (EAST CACHE CREEK).
 EM0605'CONTINUE ALONG SOUTH BOUNDARY ROAD FOR 3.5 KM (2.15 MI) TO A GRAVEL
 EM0605'ROAD LEFT AND AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO NORTHERLY
 EM0605'UP AND AROUND HILLTOP (EAST SIDE) FOR 0.5 KM (0.3 MI) TO THE STATION.
 EM0605'
 EM0605'THE STATION IS A STANDARD CGS DISK STAMPED---ARBUCKLE 1945---, SET IN
 EM0605'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 EM0605'LOCATED 23.7 METERS (77.8 FT) WEST FROM RM 3, 8.4 METERS (27.6 FT)
 EM0605'SOUTH FROM RM 1 AND 5.9 METERS (19.5 FT) EAST FROM RM 2.  THERE IS NO
 EM0605'INDICATION ON THE US ARMY DESCRIPTION THAT THERE IS AN UNDERGROUND
 EM0605'MARK.
 EM0605'
 EM0605'GPS SURVEY, FORT SILL, OKLAHOMA.  THIS STATION IS SUITABLE FOR GPS
 EM0605'SURVEYS.  DESCRIBED BY D.A. BOWLING.
 EM0605
 EM0605                          STATION RECOVERY (1999)
 EM0605
 EM0605'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0925 ***********************************************************************
 EL0925  DESIGNATION -  ARBUCKLE MTN MOUNDS
 EL0925  PID         -  EL0925
 EL0925  STATE/COUNTY-  OK/MURRAY
 EL0925  COUNTRY     -  US
 EL0925  USGS QUAD   -  FOX NE (2018)
 EL0925
 EL0925                         *CURRENT SURVEY CONTROL
 EL0925  ______________________________________________________________________
 EL0925* NAD 83(1993) POSITION- 34 26 08.66372(N) 097 18 30.52255(W)   ADJUSTED
 EL0925* NAVD 88 ORTHO HEIGHT -   427.38  (+/-2cm)     1402.2   (feet) VERTCON3
 EL0925  ______________________________________________________________________
 EL0925  GEOID HEIGHT    -        -25.186 (meters)                     GEOID18
 EL0925  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 EL0925  HORZ ORDER      -  FIRST
 EL0925  VERT ORDER      -  THIRD ? (See Below)
 EL0925
 EL0925.The horizontal coordinates were established by classical geodetic methods
 EL0925.and adjusted by the National Geodetic Survey in November 1994.
 EL0925
 EL0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0925
 EL0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0925.GEOID18 height accuracy estimate available here.
 EL0925
 EL0925.The vertical order pertains to the NGVD 29 superseded value.
 EL0925
 EL0925.Click photographs - Photos may exist for this station.
 EL0925
 EL0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0925
 EL0925. The following values were computed from the NAD 83(1993) position.
 EL0925
 EL0925;                    North         East     Units Scale Factor Converg.
 EL0925;SPC OK S     -   122,500.061   663,553.658   MT  0.99993928   +0 23 33.1
 EL0925;SPC OK S     -   401,902.28  2,177,008.96   sFT  0.99993928   +0 23 33.1
 EL0925;UTM  14      - 3,811,769.181   655,414.426   MT  0.99989773   +0 57 24.2
 EL0925
 EL0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0925!SPC OK S     -   0.99993687  x   0.99993928  =   0.99987615
 EL0925!UTM  14      -   0.99993687  x   0.99989773  =   0.99983461
 EL0925
 EL0925:                Primary Azimuth Mark                     Grid Az
 EL0925:SPC OK S     -  ARBUCKLE MTN MOUNDS AZ MK                063 55 11.1
 EL0925:UTM  14      -  ARBUCKLE MTN MOUNDS AZ MK                063 21 20.0
 EL0925
 EL0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5541411769(NAD 83)
 EL0925
 EL0925|---------------------------------------------------------------------|
 EL0925| PID    Reference Object                     Distance      Geod. Az  |
 EL0925|                                                           dddmmss.s |
 EL0925| EL0851 PAULS VALLEY MUNICIPAL TANK         APPROX.34.6 KM 0132640.4 |
 EL0925| CX9577 ARBUCKLE MTN MOUNDS RM 1             41.947 METERS 04745     |
 EL0925| CX9580 ARBUCKLE MTN MOUNDS RM 3             41.867 METERS 04746     |
 EL0925| CX9578 ARBUCKLE MTN MOUNDS AZ MK                          0641844.2 |
 EL0925| CX9579 ARBUCKLE MTN MOUNDS RM                             07016     |
 EL0925| CX9581 ARBUCKLE MTN MOUNDS RM 4             22.195 METERS 10026     |
 EL0925|---------------------------------------------------------------------|
 EL0925
 EL0925                          SUPERSEDED SURVEY CONTROL
 EL0925
 EL0925  NAD 83(1986)-  34 26 08.66929(N)    097 18 30.51101(W) AD(       ) 1
 EL0925  NAD 27      -  34 26 08.35820(N)    097 18 29.43430(W) AD(       ) 1
 EL0925  USSD        -  34 26 08.24700(N)    097 18 29.81800(W) AD(       ) 3
 EL0925  NGVD 29 (07/19/86)  427.28   (m)         1401.8    (f) LEVELING    3  
 EL0925
 EL0925.Superseded values are not recommended for survey control.
 EL0925
 EL0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0925.See file dsdata.pdf to determine how the superseded data were derived.
 EL0925
 EL0925_MARKER: B = BOLT
 EL0925_SETTING: 66 = SET IN ROCK OUTCROP
 EL0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0925+STABILITY: POSITION/ELEVATION WELL
 EL0925
 EL0925  HISTORY     - Date     Condition        Report By
 EL0925  HISTORY     - 1902     MONUMENTED       USGS
 EL0925  HISTORY     - 1934     GOOD             CGS
 EL0925  HISTORY     - 1937     GOOD             USGS
 EL0925  HISTORY     - 1947     GOOD             CGS
 EL0925  HISTORY     - 1955     GOOD             CGS
 EL0925
 EL0925                          STATION DESCRIPTION
 EL0925
 EL0925'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (OWF)
 EL0925'ABOUT 6-1/2 MILES EAST BY NORTH OF VILLAGE OF ELK, 6-1/2
 EL0925'MILES SOUTH OF VILLAGE OF HENNEPIN, 1/2 MILE WEST OF ROAD
 EL0925'FROM ELK AND WOODFORD INTERSECTING THE HENNEPIN AND DAVIS
 EL0925'ROAD, 1-1/2 MILES SOUTHWEST OF HOME OWNED IN 1902 BY J.F.
 EL0925'COPELAND, 3 MILES SOUTH OF SPRING FORMING HEAD OF FIVE-MILE
 EL0925'CREEK, 3/4 MILE SOUTHWEST OF HEAD OF ZANDERS CREEK, ON HIGH
 EL0925'POINT OF ARBUCKLE MOUNTAIN, ON SOUTH SIDE OF HEAD OF VALLEY
 EL0925'OR DRAW FORMING CREEK THAT RUNS INTO EIGHT-MILE CREEK, ON
 EL0925'LAND OCCUPIED IN 1902 BY L. JOHNSON BUT CLAIMED BY J.F.
 EL0925'COPELAND.  STATION IS U.S. GEOLOGICAL SURVEY STATION MOUNDS,
 EL0925'DESCRIBED AS STONE 26- BY 7- BY 7-INCHES SET 24 INCHES
 EL0925'IN GROUND WITH COPPER BOLT MARKED WITH LETTERS U.S.G.S.
 EL0925'SUNK IN CENTER OF TOP.  REFERENCE MARK IS CENTER OF
 EL0925'1/2-INCH HOLE DRILLED 1-1/2 INCHES INTO PROMINENT
 EL0925'OUTCROPPING ROCK, CIRCUMSCRIBED BY TRIANGLE 6 INCHES ON
 EL0925'SIDE CUT INTO SURFACE WITH ONE APEX POINTING TO STATION,
 EL0925'47.034 METERS (154.31 FEET) FROM STATION N 70 DEG 16 MIN E.
 EL0925'IN 1920 THIS REFERENCE MARK COULD NOT BE FOUND.  A
 EL0925'NEW 3/4-INCH DRILL HOLE WAS CUT 2 INCHES DEEP IN ROCK
 EL0925'41.94 METERS (137.6 FEET) FROM STATION N 47 DEG 45 MIN E.
 EL0925'STONE MARKING T. 1 S., R. 1 W., SEC. 21,
 EL0925'S.E. CORNER IS 801.25 METERS (2628.8 FEET) FROM STATION
 EL0925'S 78 DEG 32  MIN 34 SEC E.
 EL0925
 EL0925                          STATION RECOVERY (1934)
 EL0925
 EL0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0925'ORIGINAL DESCRIPTION IS GOOD.  THERE ARE NO ROADS OR HOUSES.
 EL0925'SECTION IS FENCED ON NORTH AND WEST SIDES.  STATION MARK
 EL0925'RECOVERED IN GOOD CONDITION.  FOUR STAKES SET IN ROCKS PILED
 EL0925'ABOUT THE STATION (FOR LOCATION ONLY).  REFERENCE MARK 137.6
 EL0925'FEET FROM THE STATION N 47 DEG 45 MIN ,RECOVERED
 EL0925'IN GOOD CONDITION.  REFERENCE MARK 154.31 FEET FROM THE
 EL0925'STATION,N 70 DEG 16 MIN E,NOT RECOVERED.  SOUTHEAST
 EL0925'CORNER STONE OF SEC. 21, T. 1 S., R. 1 W., RECOVERED IN GOOD
 EL0925'CONDITION.
 EL0925'
 EL0925'STATION IS 6-1/2 MILES SOUTH BY EAST OF HENNEPIN ON LAND
 EL0925'OWNED BY U.S. JOINS IN SOUTHEAST QUARTER OF SEC. 21, T. 1
 EL0925'S., R. 1 W., AT THE HEAD OF DRAINAGE.  TO THE NORTH DRAINAGE
 EL0925'IS NORTHWEST, AND TO THE SOUTH IT IS SOUTHEAST.
 EL0925
 EL0925                          STATION RECOVERY (1937)
 EL0925
 EL0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937 (JSB)
 EL0925'ABOUT 21.6 MILES BY ROAD NORTHWEST OF SPRINGER, 12.6 MILES
 EL0925'BY ROAD SOUTHWEST OF WOODFORD, ON THE HIGHEST POINT OF THE
 EL0925'RIDGE KNOWN AS ARBUCKLE MOUNTAIN, IN A PASTURE BELONGING
 EL0925'TO VIRGIL JOHNSON.
 EL0925'
 EL0925'THE STATION WAS ORIGINALLY ESTABLISHED BY THE U.S. GEOLOGICAL
 EL0925'SURVEY, AND MARKED BY THEM.  THE MARK IS A COPPER BOLT ABOUT
 EL0925'1 INCH IN DIAMETER, SET IN A STONE POST ABOUT 7- BY 10-INCHES
 EL0925'SQUARE, SET ABOUT 2 FEET IN THE GROUND.  THE MARK PROJECTS
 EL0925'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 EL0925'
 EL0925'THE REFERENCE MARK SET BY THE U.S.C. AND G.S. IN 1920 IS
 EL0925'A DRILL HOLE IN A LARGE OUTCROP ROCK.  IT IS 1 INCH IN DIAMETER,
 EL0925'2 INCHES DEEP, AND IS CIRCUMSCRIBED BY A TRIANGLE 6 INCHES
 EL0925'ON THE SIDE, CUT INTO SURFACE OF THE ROCK, WITH ONE APEX
 EL0925'POINTING TO THE STATION.  IT IS 41.94 METERS FROM THE STATION
 EL0925'N 47 DEG 45 MIN E.
 EL0925'
 EL0925'TO REACH THE STATION FROM SPRINGER ON U.S. HIGHWAY 77 TAKE
 EL0925'GRAVEL ROAD WEST AND GO 9.0 MILES TO WOODFORD.  THERE IS A
 EL0925'LARGE WHITE SCHOOLHOUSE ON THE SOUTH SIDE OF THE ROAD, AND
 EL0925'A GASOLINE STATION ON THE NORTH SIDE, TURN NORTH HERE AND
 EL0925'FOLLOW THE MOUNTAIN LAKE ROAD NORTHWARD FOR 2.5 MILES TO
 EL0925'MR. JOHNSON SRS HOUSE (WHITE BUNGALOW) ON THE LEFT.  THERE
 EL0925'PASS THROUGH A BOARD GATE AND FOLLOW THE RANCH ROAD WEST
 EL0925'AND NORTH (KEEP ALL MAIN TRAVELED RIGHT HAND ROADS) FOR
 EL0925'4.5 MILES TO MR. VIRGIL JOHNSONS CORRAL AND BARN LOT, ABOUT
 EL0925'200 YARDS IN A SOUTHERLY DIRECTION FROM HIS HOUSE.  PASS
 EL0925'BETWEEN BARN AND CORRAL AND TURN SHARP RIGHT AROUND EAST
 EL0925'SIDE OF CORRAL AND FOLLOW RANCH ROAD EAST AND NORTH FOR
 EL0925'2.6 MILES TO TRIANGLE ON A 10 INCH HACKBERRY TREE NEAR
 EL0925'THE NORTH END OF A LARGE DIRT WATER TANK.  THERE TURN
 EL0925'NORTH UP THE DRAW AND GO ABOUT 0.7 MILE NEARLY DUE
 EL0925'NORTH TO THE TOP OF THE DIVIDE.  THEN FOLLOW THE RIDGE
 EL0925'NORTHWEST ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE
 EL0925'STATION.  TRUCK CAN BE DRIVEN TO STATION.  SLOPES OF THE
 EL0925'RIDGE ARE ROCKY WITH NO BRUSH OR TREES.
 EL0925
 EL0925                          STATION RECOVERY (1947)
 EL0925
 EL0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 EL0925'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 EL0925'ADDITIONAL DETAILS ARE REQUIRED.
 EL0925
 EL0925                          STATION RECOVERY (1955)
 EL0925
 EL0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0925'THE STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION.
 EL0925'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE NOT RECOVERED
 EL0925'SO REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE ESTABLISHED.
 EL0925'AN AZIMUTH MARK WAS ESTABLISHED ALSO.  A NEW AND COMPLETE
 EL0925'DESCRIPTION FOLLOWS.
 EL0925'
 EL0925'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF SPRINGER,
 EL0925'ABOUT 10 MILES NORTHEAST OF WOODFORD, ON THE HIGHEST PART
 EL0925'OF A RIDGE OF THE ARBUCKLE MOUNTAINS IN PASTURE BELONGING
 EL0925'TO MR. VIRGIL JOHNSON.  THE STATION MARK, WHICH IS 2 FEET
 EL0925'EAST OF A WITNESS POST, IS A COPPER BOLT ABOUT 1-INCH IN
 EL0925'DIAMETER SET IN THE TOP OF A ROCK POST, IT PROJECTS 4 INCHES
 EL0925'AND IS STAMPED USGS.
 EL0925'
 EL0925'REFERENCE MARK NO. 3 IS 2 FEET SOUTHEAST OF A CAIRN AND
 EL0925'ABOUT 4 FEET BELOW STATION ELEVATION.  THE BOULDER PROJECTS
 EL0925'6 INCHES AND THE DISK IS STAMPED ARBUCKLE MTN MOUNDS NO 3
 EL0925'1902 USGS.
 EL0925'
 EL0925'REFERENCE MARK NO. 4 IS 2 FEET SOUTH OF A CAIRN AND THE
 EL0925'SAME ELEVATION AS THE STATION.  THE BOULDER IS FLUSH WITH
 EL0925'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ARBUCKLE
 EL0925'MTN MOUNDS NO 4 1902 USGS.
 EL0925'
 EL0925'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 109.80 FEET.
 EL0925'
 EL0925'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A TRACK
 EL0925'ROAD, 9 FEET SOUTHEAST OF A WITNESS POST AND 4 FEET WEST
 EL0925'OF A CAIRN.  IT PROJECTS 6 INCHES AND IS STAMPED ARBUCKLE
 EL0925'MTN MOUNDS USGS 1902 1954.
 EL0925'
 EL0925'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER GO
 EL0925'NORTH ON U.S. HIGHWAY 77 FOR 1.3 MILES TO THE JUNCTION WITH
 EL0925'STATE HIGHWAY 53.  TURN LEFT, WEST, ON STATE HIGHWAY 53 FOR
 EL0925'5.7 MILES TO A CROSSROAD IN THE VILLAGE OF WOODFORD.  TURN
 EL0925'RIGHT AND FOLLOW MOUNTAIN LAKE ROAD NORTHERLY FOR 2.5 MILES
 EL0925'TO MR. JOHNSON SRS HOUSE ON THE LEFT.  HERE LEAVE THE MAIN
 EL0925'ROAD AND PASS THRU THE ALUMINUM GATE JUST NORTH OF THE HOUSE
 EL0925'AND FOLLOW GRADED ROAD NORTHERLY FOR 3.2 MILES TO A GATE.
 EL0925'PASS THRU GATE AND CONTINUE ON GRADED ROAD FOR 0.6 MILE TO
 EL0925'A GATE.  PASS THRU GATE AND CONTINUE ON MAIN ROAD FOR 0.5
 EL0925'MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.25 MILE TO A BARN
 EL0925'AND CORRAL.  (MR. VIRGIL JOHNSONS HOUSE IS ABOUT 200 YARDS
 EL0925'NORTH OF HERE.) TURN RIGHT PASSING ALONG THE EAST SIDE
 EL0925'OF THE CORRAL FOR 0.2 MILE TO A GATE.  PASS THRU GATE
 EL0925'AND FOLLOW TRACK ROAD SOUTHEAST AND EAST FOR 1.1 MILES
 EL0925'TO A GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 EL0925'EASTERLY FOR 1.4 MILES TO A GATE AND EARTH TANK.  PASS
 EL0925'THRU GATE AND FOLLOW TRACK ROAD FOR 0.2 MILE TO A
 EL0925'DRAW.  HERE LEAVE THE TRACK ROAD AND GO NORTH UP THE
 EL0925'DRAW FOR 0.5 MILE TO THE SUMMIT OF A HILL AND THE STATION AND
 EL0925'REFERENCE MARKS AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0856 ***********************************************************************
 FJ0856  DESIGNATION -  ARCADIA
 FJ0856  PID         -  FJ0856
 FJ0856  STATE/COUNTY-  OK/OKLAHOMA
 FJ0856  COUNTRY     -  US
 FJ0856  USGS QUAD   -  ARCADIA (2018)
 FJ0856
 FJ0856                         *CURRENT SURVEY CONTROL
 FJ0856  ______________________________________________________________________
 FJ0856* NAD 83(1993) POSITION- 35 42 39.76482(N) 097 17 16.13040(W)   ADJUSTED
 FJ0856* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 FJ0856  ______________________________________________________________________
 FJ0856  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 FJ0856  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 FJ0856  HORZ ORDER      -  SECOND
 FJ0856
 FJ0856.The horizontal coordinates were established by classical geodetic methods
 FJ0856.and adjusted by the National Geodetic Survey in November 1994.
 FJ0856
 FJ0856.The orthometric height was scaled from a topographic map.
 FJ0856
 FJ0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0856.GEOID18 height accuracy estimate available here.
 FJ0856
 FJ0856.Click photographs - Photos may exist for this station.
 FJ0856
 FJ0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0856
 FJ0856. The following values were computed from the NAD 83(1993) position.
 FJ0856
 FJ0856;                    North         East     Units Scale Factor Converg.
 FJ0856;SPC OK N     -    79,128.891   664,444.683   MT  0.99997693   +0 25 13.1
 FJ0856;SPC OK N     -   259,608.70  2,179,932.26   sFT  0.99997693   +0 25 13.1
 FJ0856;UTM  14      - 3,953,251.017   654,883.637   MT  0.99989561   +0 59 58.6
 FJ0856
 FJ0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0856!SPC OK N     -   0.99994765  x   0.99997693  =   0.99992458
 FJ0856!UTM  14      -   0.99994765  x   0.99989561  =   0.99984327
 FJ0856
 FJ0856:                Primary Azimuth Mark                     Grid Az
 FJ0856:SPC OK N     -  ARCADIA AZ MK                            220 11 23.3
 FJ0856:UTM  14      -  ARCADIA AZ MK                            219 36 37.8
 FJ0856
 FJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5488353251(NAD 83)
 FJ0856
 FJ0856|---------------------------------------------------------------------|
 FJ0856| PID    Reference Object                     Distance      Geod. Az  |
 FJ0856|                                                           dddmmss.s |
 FJ0856| CL4198 ARCADIA RM 1                         28.622 METERS 03458     |
 FJ0856| CL4197 ARCADIA AZ MK                                      2203636.4 |
 FJ0856| CL4199 ARCADIA RM 2                         20.668 METERS 27514     |
 FJ0856|---------------------------------------------------------------------|
 FJ0856
 FJ0856                          SUPERSEDED SURVEY CONTROL
 FJ0856
 FJ0856  NAD 83(1986)-  35 42 39.77262(N)    097 17 16.11236(W) AD(       ) 2
 FJ0856  NAD 27      -  35 42 39.57146(N)    097 17 14.98805(W) AD(       ) 2
 FJ0856
 FJ0856.Superseded values are not recommended for survey control.
 FJ0856
 FJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0856.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0856
 FJ0856_MARKER: DS = TRIANGULATION STATION DISK
 FJ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0856_STAMPING: ARCADIA 1954
 FJ0856_MARK LOGO: CGS
 FJ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0856+STABILITY: SURFACE MOTION
 FJ0856
 FJ0856  HISTORY     - Date     Condition        Report By
 FJ0856  HISTORY     - 1954     MONUMENTED       CGS
 FJ0856
 FJ0856                          STATION DESCRIPTION
 FJ0856
 FJ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ0856'THE STATION IS ABOUT 7 MILES NORTHWEST OF LUTHER, 4 MILES
 FJ0856'NORTHEAST OF ARCADIA, 2 MILES NORTH OF U.S. HIGHWAY 66, IN
 FJ0856'THE SOUTHEAST 1/4 OF SEC. 3, T. 14 N., R. 1 W., ON THE PROPERTY
 FJ0856'OF MRS. M.K. TERRILL.
 FJ0856'
 FJ0856'TO REACH FROM THE POST OFFICE IN JONES, GO WEST ON A PAVED
 FJ0856'ROAD FOR 0.75 MILE TO A CROSSROAD, TURN RIGHT, GO NORTH
 FJ0856'ON A PAVED ROAD FOR 7 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 FJ0856'AHEAD, NORTH ON A GRADED ROAD FOR 2 MILES TO A CROSSROAD, TURN
 FJ0856'RIGHT, GO EAST FOR 1 MILE TO A CROSSROAD, TURN LEFT, GO
 FJ0856'NORTH 1 MILE TO A CROSSROAD, TURN LEFT, GO WEST 0.25 MILE
 FJ0856'TO A CROSSROAD, TURN RIGHT, GO 0.05 MILE TO THE STATION SITE
 FJ0856'ON THE LEFT.
 FJ0856'
 FJ0856'THE STATION MARK, 75 FEET WEST OF THE CENTER OF A ROAD,
 FJ0856'75 FEET SOUTH OF A SMALL METAL BUILDING, 6 FEET EAST OF A
 FJ0856'WHITE POST, PROJECTS 3 INCHES AND THE DISK IS STAMPED ARCADIA
 FJ0856'1954.
 FJ0856'
 FJ0856'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, 50 FEET
 FJ0856'EAST OF A SMALL METAL BUILDING, 30 FEET WEST OF THE CENTER
 FJ0856'OF A ROAD, PROJECTS 3 INCHES AND THE DISK IS STAMPED ARCADIA
 FJ0856'NO 1 1954.
 FJ0856'
 FJ0856'REFERENCE MARK NO. 2, WEST OF THE STATION, PROJECTS 3 INCHES
 FJ0856'AND THE DISK IS STAMPED ARCADIA NO 2 1954.
 FJ0856'
 FJ0856'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE SOUTHWEST OF THE
 FJ0856'STATION, NEAR THE HIGHEST POINT OF A SPARSELY WOODED RIDGE,
 FJ0856'2 FEET NORTHEAST OF A WHITE POST, PROJECTS 6 INCHES AND THE
 FJ0856'DISK IS STAMPED ARCADIA 1954.
 FJ0856'
 FJ0856'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.05
 FJ0856'MILE TO A CROSSROAD, CONTINUE SOUTHERLY ON A TRACK ROAD FOR
 FJ0856'0.3 MILE TO SOME SMALL METAL STORAGE TANKS, PASS TO THE
 FJ0856'LEFT OF THE TANKS, BEAR RIGHT, FOLLOW A TRACK ROAD WESTERLY TO
 FJ0856'THE TOP OF A RIDGE AND THE AZIMUTH MARK ON THE LEFT.
 FJ0856'
 FJ0856'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0892 ***********************************************************************
 EL0892  DESIGNATION -  ARD
 EL0892  PID         -  EL0892
 EL0892  STATE/COUNTY-  OK/CARTER
 EL0892  COUNTRY     -  US
 EL0892  USGS QUAD   -  SPRINGER (2018)
 EL0892
 EL0892                         *CURRENT SURVEY CONTROL
 EL0892  ______________________________________________________________________
 EL0892* NAD 83(1993) POSITION- 34 17 58.10592(N) 097 08 37.17149(W)   ADJUSTED
 EL0892* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 EL0892  ______________________________________________________________________
 EL0892  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 EL0892  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 EL0892  HORZ ORDER      -  THIRD
 EL0892
 EL0892.The horizontal coordinates were established by classical geodetic methods
 EL0892.and adjusted by the National Geodetic Survey in November 1994.
 EL0892
 EL0892.The orthometric height was scaled from a topographic map.
 EL0892
 EL0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0892.GEOID18 height accuracy estimate available here.
 EL0892
 EL0892.Click photographs - Photos may exist for this station.
 EL0892
 EL0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0892
 EL0892. The following values were computed from the NAD 83(1993) position.
 EL0892
 EL0892;                    North         East     Units Scale Factor Converg.
 EL0892;SPC OK S     -   107,501.738   678,829.166   MT  0.99994822   +0 29 09.9
 EL0892;SPC OK S     -   352,695.29  2,227,125.36   sFT  0.99994822   +0 29 09.9
 EL0892;UTM  14      - 3,796,921.710   670,836.154   MT  0.99995976   +1 02 46.8
 EL0892
 EL0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0892!SPC OK S     -   0.99996275  x   0.99994822  =   0.99991097
 EL0892!UTM  14      -   0.99996275  x   0.99995976  =   0.99992251
 EL0892
 EL0892:                Primary Azimuth Mark                     Grid Az
 EL0892:SPC OK S     -  ARD AZ MK                                171 37 02.5
 EL0892:UTM  14      -  ARD AZ MK                                171 03 25.6
 EL0892
 EL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7083696921(NAD 83)
 EL0892
 EL0892|---------------------------------------------------------------------|
 EL0892| PID    Reference Object                     Distance      Geod. Az  |
 EL0892|                                                           dddmmss.s |
 EL0892| EL0895 RBN ARDMORE RADIO E MAST            137.150 METERS 08411     |
 EL0892| CX9587 ARD RM 1                             15.714 METERS 08655     |
 EL0892| EL0894 RBN ARDMORE RAD ADM W MST            86.294 METERS 10835     |
 EL0892| CX9586 ARD AZ MK                                          1720612.4 |
 EL0892| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.11.2 KM 1793301.1 |
 EL0892| CX9588 ARD RM 2                             15.046 METERS 18559     |
 EL0892|---------------------------------------------------------------------|
 EL0892
 EL0892                          SUPERSEDED SURVEY CONTROL
 EL0892
 EL0892  NAD 83(1986)-  34 17 58.11195(N)    097 08 37.16244(W) AD(       ) 3
 EL0892  NAD 27      -  34 17 57.78790(N)    097 08 36.10380(W) AD(       ) 3
 EL0892
 EL0892.Superseded values are not recommended for survey control.
 EL0892
 EL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0892.See file dsdata.pdf to determine how the superseded data were derived.
 EL0892
 EL0892_MARKER: DS = TRIANGULATION STATION DISK
 EL0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0892_STAMPING: ARD 1954
 EL0892_MARK LOGO: CGS
 EL0892_PROJECTION: FLUSH
 EL0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0892+STABILITY: SURFACE MOTION
 EL0892
 EL0892  HISTORY     - Date     Condition        Report By
 EL0892  HISTORY     - 1954     MONUMENTED       CGS
 EL0892  HISTORY     - 1975     GOOD             NGS
 EL0892
 EL0892                          STATION DESCRIPTION
 EL0892
 EL0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0892'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ARDMORE AND
 EL0892'1 MILE SOUTH OF SPRINGER AT THE ARDMORE MUNICIPAL AIRPORT,
 EL0892'204 FT WEST OF U.S. HIGHWAY NO. 77, AND 145 FT NORTH OF THE
 EL0892'NORTH-EAST OF A HANGER, AND 33 FT WEST OF DRIVEWAY INTO
 EL0892'AIRPORT, 5 FT EAST OF A NORTH-SOUTH FENCELINE.  IT IS STAMPED
 EL0892'ARD 1954 AND IT IS SET FLUSH.
 EL0892'
 EL0892'REFERENCE MARK NO. 1 IS 152 FT WEST OF U.S. HIGHWAY NO. 77,
 EL0892'AND 56 FT EAST OF A NORTH-SOUTH FENCELINE, AND 18 FT EAST OF
 EL0892'A DRIVEWAY INTO THE AIRPORT.  IT IS STAMPED ARD NO 1 1954 AND
 EL0892'IS SET FLUSH WITH THE GROUND SURFACE.
 EL0892'
 EL0892'REFERENCE MARK NO. 2 IS 209 FT WEST OF U.S. HIGHWAY NO. 77,
 EL0892'AND 38 FT WEST OF A DRIVEWAY INTO THE AIRPORT, AND 1 FT EAST
 EL0892'OF A NORTH-SOUTH FENCELINE.  IT IS STAMPED ARD NO 2 1954
 EL0892'AND IS SET FLUSH WITH THE GROUND SURFACE.
 EL0892'
 EL0892'AZIMUTH MARK IS 47 FT WEST OF U.S. HIGHWAY NO. 77, AND 1 FT
 EL0892'EAST OF A NORTH-SOUTH FENCELINE.  IT IS STAMPED ARD 1954
 EL0892'AND IS SET FLUSH WITH THE GROUND SURFACE.
 EL0892'
 EL0892'TO REACH FROM THE POST OFFICE IN SPRINGER, GO SOUTH ON U.S.
 EL0892'HIGHWAY NO. 77 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY
 EL0892'NO. 77E, CONTINUE SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.3 MILE
 EL0892'TO THE STATION ON THE RIGHT.  CONTINUE SOUTH FOR 0.25 MILE
 EL0892'TO THE AZIMUTH MARK ON THE RIGHT.
 EL0892
 EL0892                          STATION RECOVERY (1975)
 EL0892
 EL0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0892'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  R.M. 2 WAS
 EL0892'FOUND DESTROYED.  ONLY THE CONCRETE BASE IS INTACT.  R.M. 1 WAS
 EL0892'SEARCHED FOR BUT COULD NOT BE FOUND.
 EL0892'
 EL0892'THE FOLLOWING ADDITIONS ARE TO BE MADE--STATION IS 249.5 FT. S. OF
 EL0892'THE S.E. CORNER OF LARGE CONVERTED HANGAR.  169.0 FT S.W. OF C/L
 EL0892'INTERSECTION OF HWY. U.S. 77 AND DIRT DRIVE.  118 FT W. OF C/L
 EL0892'HWY. U.S. 77 SOUTH BOUND LANE.  117 FT. N.W. OF POWER POLE O G AND
 EL0892'E NO. 40.
 EL0892'
 EL0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES N OF
 EL0892'ARDMORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0398 ***********************************************************************
 EL0398  DESIGNATION -  ARDMORE
 EL0398  PID         -  EL0398
 EL0398  STATE/COUNTY-  OK/CARTER
 EL0398  COUNTRY     -  US
 EL0398  USGS QUAD   -  ARDMORE WEST (2018)
 EL0398
 EL0398                         *CURRENT SURVEY CONTROL
 EL0398  ______________________________________________________________________
 EL0398* NAD 83(1986) POSITION- 34 10 25.2    (N) 097 07 41.1    (W)   HD_HELD2
 EL0398* NAVD 88 ORTHO HEIGHT -   268.674 (meters)      881.47  (feet) ADJUSTED
 EL0398  ______________________________________________________________________
 EL0398  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 EL0398  DYNAMIC HEIGHT  -        268.391 (meters)      880.55  (feet) COMP
 EL0398  MODELED GRAVITY -    979,578.1   (mgal)                       NAVD 88
 EL0398
 EL0398  VERT ORDER      -  FIRST     CLASS II
 EL0398
 EL0398.The horizontal coordinates were established by autonomous hand held GPS
 EL0398.observations and have an estimated accuracy of +/- 10 meters.
 EL0398
 EL0398.The orthometric height was determined by differential leveling and
 EL0398.adjusted by the NATIONAL GEODETIC SURVEY
 EL0398.in August 1994.
 EL0398
 EL0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0398.GEOID18 height accuracy estimate available here.
 EL0398
 EL0398.Click photographs - Photos may exist for this station.
 EL0398
 EL0398.The dynamic height is computed by dividing the NAVD 88
 EL0398.geopotential number by the normal gravity value computed on the
 EL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0398.degrees latitude (g = 980.6199 gals.).
 EL0398
 EL0398.The modeled gravity was interpolated from observed gravity values.
 EL0398
 EL0398;                    North         East    Units  Estimated Accuracy
 EL0398;SPC OK S     -    93,560.      680,383.      MT  (+/- 10 meters HH2 GPS)
 EL0398
 EL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7252682995(NAD 83)
 EL0398
 EL0398                          SUPERSEDED SURVEY CONTROL
 EL0398
 EL0398  NAVD 88 (06/15/91)  268.670  (m)          881.46   (f) SUPERSEDED  1 2
 EL0398  NGVD 29 (??/??/92)  268.600  (m)          881.23   (f) ADJ UNCH    1 2
 EL0398
 EL0398.Superseded values are not recommended for survey control.
 EL0398
 EL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0398.See file dsdata.pdf to determine how the superseded data were derived.
 EL0398
 EL0398_MARKER: DB = BENCH MARK DISK
 EL0398_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0398_SP_SET: BUILDING
 EL0398_STAMPING: ARDMORE 1934
 EL0398_MARK LOGO: CGS
 EL0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0398+STABILITY: SURFACE MOTION
 EL0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0398+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 EL0398
 EL0398  HISTORY     - Date     Condition        Report By
 EL0398  HISTORY     - 1934     MONUMENTED       CGS
 EL0398  HISTORY     - 1935     GOOD             CGS
 EL0398  HISTORY     - 19940307 GOOD             NGS
 EL0398  HISTORY     - 20090418 GOOD             GEOCAC
 EL0398
 EL0398                          STATION DESCRIPTION
 EL0398
 EL0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0398'AT ARDMORE.
 EL0398'ARDMORE POST OFFICE IN THE SOUTHEAST CORNER FOUNDATION STONE.
 EL0398'1 FOOT ABOVE THE GROUND.
 EL0398
 EL0398                          STATION RECOVERY (1935)
 EL0398
 EL0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 EL0398'RECOVERED IN GOOD CONDITION.
 EL0398
 EL0398                          STATION RECOVERY (1994)
 EL0398
 EL0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0398'IN ARDMORE, AT THE INTERSECTION OF WASHINGTON STREET AND BROADWAY
 EL0398'AVENUE, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST
 EL0398'CORNER OF THE FOUNDATION OF THE FEDERAL BUILDING, 50.6 M (166.0 FT)
 EL0398'SOUTHWEST OF THE AVENUE CENTER, 13.1 M (43.0 FT) NORTHWEST OF THE
 EL0398'STREET CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, 0.3
 EL0398'M (1.0 FT) ABOVE THE GROUND SURFACE, AND 0.1 M (0.3 FT) SOUTHEAST OF
 EL0398'THE SOUTHEAST CORNER OF THE BUILDING.
 EL0398
 EL0398                          STATION RECOVERY (2009)
 EL0398
 EL0398'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0890 ***********************************************************************
 EL0890  DESIGNATION -  ARDMORE AFB CONTROL TOWER
 EL0890  PID         -  EL0890
 EL0890  STATE/COUNTY-  OK/CARTER
 EL0890  COUNTRY     -  US
 EL0890  USGS QUAD   -  GENE AUTRY (2018)
 EL0890
 EL0890                         *CURRENT SURVEY CONTROL
 EL0890  ______________________________________________________________________
 EL0890* NAD 83(1993) POSITION- 34 18 00.33934(N) 097 01 37.53296(W)   ADJUSTED
 EL0890  ______________________________________________________________________
 EL0890  GEOID HEIGHT    -        -25.666 (meters)                     GEOID18
 EL0890  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 EL0890  HORZ ORDER      -  THIRD
 EL0890
 EL0890.This mark is at Ardmore(MUNI Airport (ADM)
 EL0890
 EL0890.The horizontal coordinates were established by classical geodetic methods
 EL0890.and adjusted by the National Geodetic Survey in November 1994.
 EL0890
 EL0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0890.GEOID18 height accuracy estimate available here.
 EL0890
 EL0890.Click photographs - Photos may exist for this station.
 EL0890
 EL0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0890
 EL0890. The following values were computed from the NAD 83(1993) position.
 EL0890
 EL0890;                    North         East     Units Scale Factor Converg.
 EL0890;SPC OK S     -   107,667.778   689,558.517   MT  0.99994817   +0 33 08.1
 EL0890;SPC OK S     -   353,240.03  2,262,326.57   sFT  0.99994817   +0 33 08.1
 EL0890;UTM  14      - 3,797,192.627   681,563.740   MT  1.00000636   +1 06 43.5
 EL0890
 EL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8156397192(NAD 83)
 EL0890
 EL0890                          SUPERSEDED SURVEY CONTROL
 EL0890
 EL0890  NAD 83(1986)-  34 18 00.34446(N)    097 01 37.52414(W) AD(       ) 3
 EL0890  NAD 27      -  34 18 00.01600(N)    097 01 36.47500(W) AD(       ) 3
 EL0890
 EL0890.Superseded values are not recommended for survey control.
 EL0890
 EL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0890.See file dsdata.pdf to determine how the superseded data were derived.
 EL0890
 EL0890_MARKER: 58 = CONTROL TOWER
 EL0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0890+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2009
 EL0890
 EL0890  HISTORY     - Date     Condition        Report By
 EL0890  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0890  HISTORY     - 1956     SEE DESCRIPTION  CGS
 EL0890  HISTORY     - 1975     GOOD             NGS
 EL0890  HISTORY     - 20091212 GOOD             GEOCAC
 EL0890
 EL0890                          STATION DESCRIPTION
 EL0890
 EL0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0890'THE STATION IS LOCATED JUST WEST OF THE MOST WESTERLY RUNWAY
 EL0890'OF THE ARDMORE AIR FORCE BASE.  THE CENTER SECTION OF THE
 EL0890'TOWER IS SQUARE AND THE TOWER PROPER PROJECTS FROM THE TOP
 EL0890'OF THE OPERATIONS BUILDING.  IT HAS AN APPROXIMATE OVERALL
 EL0890'HEIGHT OF 60 FEET.  THERE ARE FOUR SMALL RED LIGHTS PLACED IN
 EL0890'A SQUARE ON THE TOP OF THE TOWER WITH A FINIAL RISING FROM
 EL0890'THE CENTER OF THE LIGHTS.  THE FINIAL WAS THE POINT
 EL0890'INTERSECTED.
 EL0890'
 EL0890'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER GO
 EL0890'SOUTH ON U.S. HIGHWAY 77 FOR 0.6 MILE TO A T-ROAD INTERSECTION,
 EL0890'TURN LEFT AND GO EAST FOR 6.0 MILES TO THE MAIN ENTRANCE TO
 EL0890'THE ARDMORE AIR FORCE BASE, PASS THROUGH THE ENTRANCE AND
 EL0890'CONTINUE EAST FOR 0.55 MILE TO THE STATION ON THE LEFT AS
 EL0890'DESCRIBED.
 EL0890
 EL0890                          STATION RECOVERY (1956)
 EL0890
 EL0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 EL0890'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EL0890'
 EL0890'NO FINIAL WAS FOUND ATOP THE CONTROL TOWER (POINT OBSERVED
 EL0890'UPON IN ORIGINAL OBSERVATIONS).
 EL0890
 EL0890                          STATION RECOVERY (1975)
 EL0890
 EL0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0890'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THERE IS
 EL0890'NO FINIAL ATOP THE TOWER.
 EL0890'
 EL0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES E. OF
 EL0890'SPRINGER.
 EL0890
 EL0890                          STATION RECOVERY (2009)
 EL0890
 EL0890'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0891 ***********************************************************************
 EL0891  DESIGNATION -  ARDMORE AFB WATER TANK AND BCN
 EL0891  PID         -  EL0891
 EL0891  STATE/COUNTY-  OK/CARTER
 EL0891  COUNTRY     -  US
 EL0891  USGS QUAD   -  GENE AUTRY (2018)
 EL0891
 EL0891                         *CURRENT SURVEY CONTROL
 EL0891  ______________________________________________________________________
 EL0891* NAD 83(1993) POSITION- 34 18 01.66520(N) 097 02 09.11746(W)   ADJUSTED
 EL0891  ______________________________________________________________________
 EL0891  GEOID HEIGHT    -        -25.672 (meters)                     GEOID18
 EL0891  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 EL0891  HORZ ORDER      -  THIRD
 EL0891
 EL0891.This mark is at Ardmore(MUNI Airport (ADM)
 EL0891
 EL0891.The horizontal coordinates were established by classical geodetic methods
 EL0891.and adjusted by the National Geodetic Survey in November 1994.
 EL0891
 EL0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0891.GEOID18 height accuracy estimate available here.
 EL0891
 EL0891.Click photographs - Photos may exist for this station.
 EL0891
 EL0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0891
 EL0891. The following values were computed from the NAD 83(1993) position.
 EL0891
 EL0891;                    North         East     Units Scale Factor Converg.
 EL0891;SPC OK S     -   107,700.879   688,750.531   MT  0.99994813   +0 32 50.1
 EL0891;SPC OK S     -   353,348.63  2,259,675.70   sFT  0.99994813   +0 32 50.1
 EL0891;UTM  14      - 3,797,217.833   680,755.424   MT  1.00000275   +1 06 25.8
 EL0891
 EL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8075597217(NAD 83)
 EL0891
 EL0891                          SUPERSEDED SURVEY CONTROL
 EL0891
 EL0891  NAD 83(1986)-  34 18 01.67039(N)    097 02 09.10851(W) AD(       ) 3
 EL0891  NAD 27      -  34 18 01.33800(N)    097 02 08.05800(W) AD(       ) 3
 EL0891
 EL0891.Superseded values are not recommended for survey control.
 EL0891
 EL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0891.See file dsdata.pdf to determine how the superseded data were derived.
 EL0891
 EL0891_MARKER: 53 = ELEVATED TANK
 EL0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0891+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2009
 EL0891
 EL0891  HISTORY     - Date     Condition        Report By
 EL0891  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0891  HISTORY     - 1956     GOOD             CGS
 EL0891  HISTORY     - 1970     GOOD             NGS
 EL0891  HISTORY     - 1975     GOOD             NGS
 EL0891  HISTORY     - 1983     GOOD             NGS
 EL0891  HISTORY     - 20010221 GOOD             INDIV
 EL0891  HISTORY     - 20091212 GOOD             GEOCAC
 EL0891
 EL0891                          STATION DESCRIPTION
 EL0891
 EL0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0891'THE STATION IS LOCATED AT THE WEST EDGE OF THE ARDMORE AIR
 EL0891'FORCE BASE.  IT IS A 6-LEGGED STEEL WATER TANK WITH A BEACON
 EL0891'MOUNTED ON THE TOP OF THE TANK.  THE LEGS OF THE TANK ARE
 EL0891'PAINTED ALTERNATELY RED AND WHITE AND THE DOME SECTION CONSISTS
 EL0891'OF RED AND WHITE CHECKERED SQUARES.  IT HAS AN APPROXIMATE
 EL0891'OVERALL HEIGHT OF 135 FEET.
 EL0891'
 EL0891'THE RED AND WHITE FLASHER BEACON AT THE APEX WAS THE POINT
 EL0891'OBSERVED UPON.
 EL0891'
 EL0891'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER GO SOUTH
 EL0891'ON U.S. HIGHWAY 77 FOR 0.6 MILE TO A T-ROAD INTERSECTION,
 EL0891'TURN LEFT AND GO EAST FOR 6.0 MILES TO THE ENTRANCE TO THE
 EL0891'ARDMORE AIR FORCE BASE, PASS THROUGH THE ENTRANCE AND CONTINUE
 EL0891'EAST FOR 0.05 MILE TO THE STATION ON THE LEFT.
 EL0891
 EL0891                          STATION RECOVERY (1956)
 EL0891
 EL0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 EL0891'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 EL0891
 EL0891                          STATION RECOVERY (1970)
 EL0891
 EL0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 EL0891'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 EL0891'THE TANK IS NOW PAINTED ORANGE WITH A SINGULAR WHITE STRIPE AROUND
 EL0891'THE DOME SECTION.
 EL0891'
 EL0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ARDMORE
 EL0891'MUNICIPAL AIRPORT.
 EL0891
 EL0891                          STATION RECOVERY (1975)
 EL0891
 EL0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0891'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION
 EL0891'7/15/75 J.W.B.
 EL0891'
 EL0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 EL0891'SPRINGER.
 EL0891
 EL0891                          STATION RECOVERY (1983)
 EL0891
 EL0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EL0891'RECOVERED AS DESCRIBED.
 EL0891'
 EL0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ARDMORE
 EL0891'MUNICIPAL AIRPORT.
 EL0891
 EL0891                          STATION RECOVERY (2001)
 EL0891
 EL0891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DLH)
 EL0891'LEGS AND LOWER SECTION OF THE TANK ARE NOW PAINTED WHITE. THE DOME HAS
 EL0891'ALTERNATING RED AND WHITE BARS PAINTED RADIALLY.
 EL0891
 EL0891                          STATION RECOVERY (2009)
 EL0891
 EL0891'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9767 ***********************************************************************
 DG9767  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9767  DESIGNATION -  ARDMORE CORS ARP
 DG9767  CORS_ID     -  OKAR
 DG9767  PID         -  DG9767
 DG9767  STATE/COUNTY-  OK/CARTER
 DG9767  COUNTRY     -  US
 DG9767  USGS QUAD   -  ARDMORE WEST (2018)
 DG9767
 DG9767                         *CURRENT SURVEY CONTROL
 DG9767  ______________________________________________________________________
 DG9767* NAD 83(2011) POSITION- 34 10 06.45070(N) 097 10 09.25081(W)   ADJUSTED
 DG9767* NAD 83(2011) ELLIP HT-   236.937 (meters)        (04/??/25)   ADJUSTED
 DG9767* NAD 83(2011) EPOCH   -  2010.00
 DG9767  ______________________________________________________________________
 DG9767  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 DG9767  NAD 83(2011) X  -   -659,318.974 (meters)                     COMP
 DG9767  NAD 83(2011) Y  - -5,241,679.360 (meters)                     COMP
 DG9767  NAD 83(2011) Z  -  3,562,055.712 (meters)                     COMP
 DG9767
 DG9767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9767  Standards:
 DG9767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9767  -------------------------------------------------------------------
 DG9767  NETWORK    0.27   0.51           0.12   0.08   0.26     -0.55670000
 DG9767  -------------------------------------------------------------------
 DG9767
 DG9767.The coordinates were established by GPS observations
 DG9767.and adjusted by the National Geodetic Survey in April 2025.
 DG9767
 DG9767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9767.been affixed to the stable North American Tectonic Plate. 
 DG9767
 DG9767.The coordinates are valid at the epoch date displayed above
 DG9767.which is a decimal equivalence of Year/Month/Day.
 DG9767
 DG9767.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9767.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9767.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9767.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9767.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9767.published epoch of 2010.00.
 DG9767
 DG9767.Additional information on MYCS is available at:
 DG9767.https://geodesy.noaa.gov/CORS/index.shtml
 DG9767
 DG9767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9767.GEOID18 height accuracy estimate available here.
 DG9767
 DG9767.The PID for the CORS L1 Phase Center is DR3575.
 DG9767
 DG9767.Click photographs - Photos may exist for this station.
 DG9767
 DG9767.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9767
 DG9767.The ellipsoidal height was determined by GPS observations
 DG9767.and is referenced to NAD 83.
 DG9767
 DG9767. The following values were computed from the NAD 83(2011) position.
 DG9767
 DG9767;                    North         East     Units Scale Factor Converg.
 DG9767;SPC OK S     -    92,950.124   676,594.318   MT  0.99996210   +0 28 17.6
 DG9767;SPC OK S     -   304,953.87  2,219,793.19   sFT  0.99996210   +0 28 17.6
 DG9767;UTM  14      - 3,782,348.991   668,743.271   MT  0.99995101   +1 01 42.4
 DG9767
 DG9767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9767!SPC OK S     -   0.99996281  x   0.99996210  =   0.99992491
 DG9767!UTM  14      -   0.99996281  x   0.99995101  =   0.99991382
 DG9767
 DG9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6874382348(NAD 83)
 DG9767
 DG9767                          SUPERSEDED SURVEY CONTROL
 DG9767
 DG9767  NAD 83(2011)-  34 10 06.45062(N)    097 10 09.25088(W) AD(2010.00) c
 DG9767  ELLIP H (06/??/19)  236.922  (m)                       GP(2010.00) c c
 DG9767  NAD 83(2011)-  34 10 06.45066(N)    097 10 09.25065(W) AD(2010.00) c
 DG9767  ELLIP H (08/??/11)  236.923  (m)                       GP(2010.00) c c
 DG9767  NAD 83(CORS)-  34 10 06.45072(N)    097 10 09.25142(W) AD(2002.00) c
 DG9767  ELLIP H (04/??/05)  236.917  (m)                       GP(2002.00) c c
 DG9767
 DG9767.Superseded values are not recommended for survey control.
 DG9767
 DG9767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9767.See file dsdata.pdf to determine how the superseded data were derived.
 DG9767
 DG9767_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9767
 DG9767                          STATION DESCRIPTION
 DG9767
 DG9767'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9767'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9767'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9767'AND LOG FILES ACCESSIBLE AT:
 DG9767'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0912 ***********************************************************************
 EL0912  DESIGNATION -  ARDMORE MUNICIPAL STANDPIPE
 EL0912  PID         -  EL0912
 EL0912  STATE/COUNTY-  OK/CARTER
 EL0912  COUNTRY     -  US
 EL0912  USGS QUAD   -  ARDMORE WEST (2018)
 EL0912
 EL0912                         *CURRENT SURVEY CONTROL
 EL0912  ______________________________________________________________________
 EL0912* NAD 83(1993) POSITION- 34 11 53.94524(N) 097 08 33.73160(W)   ADJUSTED
 EL0912  ______________________________________________________________________
 EL0912  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 EL0912  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 EL0912  HORZ ORDER      -  THIRD
 EL0912
 EL0912.The horizontal coordinates were established by classical geodetic methods
 EL0912.and adjusted by the National Geodetic Survey in November 1994.
 EL0912
 EL0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0912.GEOID18 height accuracy estimate available here.
 EL0912
 EL0912.Click photographs - Photos may exist for this station.
 EL0912
 EL0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0912
 EL0912. The following values were computed from the NAD 83(1993) position.
 EL0912
 EL0912;                    North         East     Units Scale Factor Converg.
 EL0912;SPC OK S     -    96,282.524   679,012.417   MT  0.99995848   +0 29 11.8
 EL0912;SPC OK S     -   315,886.91  2,227,726.57   sFT  0.99995848   +0 29 11.8
 EL0912;UTM  14      - 3,785,704.735   671,128.837   MT  0.99996100   +1 02 39.0
 EL0912
 EL0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7112885704(NAD 83)
 EL0912
 EL0912                          SUPERSEDED SURVEY CONTROL
 EL0912
 EL0912  NAD 83(1986)-  34 11 53.95078(N)    097 08 33.72290(W) AD(       ) 3
 EL0912  NAD 27      -  34 11 53.61100(N)    097 08 32.66900(W) AD(       ) 3
 EL0912
 EL0912.Superseded values are not recommended for survey control.
 EL0912
 EL0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0912.See file dsdata.pdf to determine how the superseded data were derived.
 EL0912
 EL0912_MARKER: 52 = STANDPIPE TANK
 EL0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0912+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 EL0912
 EL0912  HISTORY     - Date     Condition        Report By
 EL0912  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0912  HISTORY     - 20090418 GOOD             GEOCAC
 EL0912
 EL0912                          STATION DESCRIPTION
 EL0912
 EL0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0912'THE STATION, A BLACK STEEL STRUCTURE WITH AN OVER-ALL HEIGHT
 EL0912'OF 140 FEET AND THE WORD ARDMORE APPEARING ON THE SOUTH AND
 EL0912'NORTHWEST SIDES, IS LOCATED IN THE NORTHWEST PART OF ARDMORE.
 EL0912'THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 EL0912'
 EL0912'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70
 EL0912'AND 77 GO NORTH ON U.S. HIGHWAY 77 FOR 1.6 MILES TO THE STATION
 EL0912'ON THE RIGHT.
 EL0912
 EL0912                          STATION RECOVERY (2009)
 EL0912
 EL0912'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0913 ***********************************************************************
 EL0913  DESIGNATION -  ARDMORE MUNICIPAL TANK
 EL0913  PID         -  EL0913
 EL0913  STATE/COUNTY-  OK/CARTER
 EL0913  COUNTRY     -  US
 EL0913  USGS QUAD   -  ARDMORE WEST (2018)
 EL0913
 EL0913                         *CURRENT SURVEY CONTROL
 EL0913  ______________________________________________________________________
 EL0913* NAD 83(1993) POSITION- 34 09 47.02108(N) 097 07 50.53774(W)   ADJUSTED
 EL0913  ______________________________________________________________________
 EL0913  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 EL0913  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 EL0913  HORZ ORDER      -  THIRD
 EL0913
 EL0913.The horizontal coordinates were established by classical geodetic methods
 EL0913.and adjusted by the National Geodetic Survey in November 1994.
 EL0913
 EL0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0913.GEOID18 height accuracy estimate available here.
 EL0913
 EL0913.Click photographs - Photos may exist for this station.
 EL0913
 EL0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0913
 EL0913. The following values were computed from the NAD 83(1993) position.
 EL0913
 EL0913;                    North         East     Units Scale Factor Converg.
 EL0913;SPC OK S     -    92,381.407   680,151.887   MT  0.99996279   +0 29 36.3
 EL0913;SPC OK S     -   303,088.00  2,231,464.98   sFT  0.99996279   +0 29 36.3
 EL0913;UTM  14      - 3,781,814.869   672,306.183   MT  0.99996599   +1 02 59.9
 EL0913
 EL0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7230681814(NAD 83)
 EL0913
 EL0913                          SUPERSEDED SURVEY CONTROL
 EL0913
 EL0913  NAD 83(1986)-  34 09 47.02659(N)    097 07 50.52879(W) AD(       ) 3
 EL0913  NAD 27      -  34 09 46.68500(N)    097 07 49.47800(W) AD(       ) 3
 EL0913
 EL0913.Superseded values are not recommended for survey control.
 EL0913
 EL0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0913.See file dsdata.pdf to determine how the superseded data were derived.
 EL0913
 EL0913_MARKER: 53 = ELEVATED TANK
 EL0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0913+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 EL0913
 EL0913  HISTORY     - Date     Condition        Report By
 EL0913  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0913  HISTORY     - 1956     GOOD             CGS
 EL0913  HISTORY     - 20090418 GOOD             GEOCAC
 EL0913
 EL0913                          STATION DESCRIPTION
 EL0913
 EL0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0913'THE STATION, A 10-LEGGED STEEL STRUCTURE PAINTED SILVER,
 EL0913'IS LOCATED IN THE SOUTHEAST PART OF ARDMORE.  210 FEET EAST
 EL0913'OF THE RAILROAD TRACKS, 90 FEET SOUTH OF THE CENTER OF LAKE
 EL0913'MURRAY DRIVE AND 62 FEET NORTH OF THE CENTER OF FIFTH AVENUE
 EL0913'SOUTHEAST.  IT HAS AN OVER-ALL HEIGHT OF 150 AND THE BALL
 EL0913'AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0913
 EL0913                          STATION RECOVERY (1956)
 EL0913
 EL0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 EL0913'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EL0913
 EL0913                          STATION RECOVERY (2009)
 EL0913
 EL0913'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0914 ***********************************************************************
 EL0914  DESIGNATION -  ARDMORE RAD STATION KVSO MAST
 EL0914  PID         -  EL0914
 EL0914  STATE/COUNTY-  OK/CARTER
 EL0914  COUNTRY     -  US
 EL0914  USGS QUAD   -  ARDMORE WEST (2018)
 EL0914
 EL0914                         *CURRENT SURVEY CONTROL
 EL0914  ______________________________________________________________________
 EL0914* NAD 83(1993) POSITION- 34 11 29.02570(N) 097 08 21.04994(W)   ADJUSTED
 EL0914  ______________________________________________________________________
 EL0914  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 EL0914  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 EL0914  HORZ ORDER      -  THIRD
 EL0914
 EL0914.The horizontal coordinates were established by classical geodetic methods
 EL0914.and adjusted by the National Geodetic Survey in November 1994.
 EL0914
 EL0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0914.GEOID18 height accuracy estimate available here.
 EL0914
 EL0914.Click photographs - Photos may exist for this station.
 EL0914
 EL0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0914
 EL0914. The following values were computed from the NAD 83(1993) position.
 EL0914
 EL0914;                    North         East     Units Scale Factor Converg.
 EL0914;SPC OK S     -    95,517.507   679,343.624   MT  0.99995930   +0 29 19.0
 EL0914;SPC OK S     -   313,377.02  2,228,813.21   sFT  0.99995930   +0 29 19.0
 EL0914;UTM  14      - 3,784,942.975   671,467.472   MT  0.99996243   +1 02 45.5
 EL0914
 EL0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7146784942(NAD 83)
 EL0914
 EL0914                          SUPERSEDED SURVEY CONTROL
 EL0914
 EL0914  NAD 83(1986)-  34 11 29.03132(N)    097 08 21.04103(W) AD(       ) 3
 EL0914  NAD 27      -  34 11 28.69100(N)    097 08 19.98700(W) AD(       ) 3
 EL0914
 EL0914.Superseded values are not recommended for survey control.
 EL0914
 EL0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0914.See file dsdata.pdf to determine how the superseded data were derived.
 EL0914
 EL0914_MARKER: 42 = RADIO/TV MAST
 EL0914
 EL0914  HISTORY     - Date     Condition        Report By
 EL0914  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0914
 EL0914                          STATION DESCRIPTION
 EL0914
 EL0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0914'THE STATION IS LOCATED IN THE NORTHWEST PART OF ARDMORE, 70
 EL0914'FEET SOUTH OF CHICKASAW BLVD. AND 60 FEET NORTH OF NORTHWEST
 EL0914'BLVD.
 EL0914'
 EL0914'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED
 EL0914'AND WHITE.  IT HAS AN OVER-ALL HEIGHT OF 185 FEET AND THE
 EL0914'RED LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1193 ***********************************************************************
 FJ1193  DESIGNATION -  ARGO
 FJ1193  PID         -  FJ1193
 FJ1193  STATE/COUNTY-  OK/SEMINOLE
 FJ1193  COUNTRY     -  US
 FJ1193  USGS QUAD   -  BOLEY (2018)
 FJ1193
 FJ1193                         *CURRENT SURVEY CONTROL
 FJ1193  ______________________________________________________________________
 FJ1193* NAD 83(1993) POSITION- 35 23 58.84547(N) 096 29 30.64815(W)   ADJUSTED
 FJ1193* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 FJ1193  ______________________________________________________________________
 FJ1193  GEOID HEIGHT    -        -28.070 (meters)                     GEOID18
 FJ1193  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 FJ1193  HORZ ORDER      -  FIRST
 FJ1193
 FJ1193.The horizontal coordinates were established by classical geodetic methods
 FJ1193.and adjusted by the National Geodetic Survey in November 1994.
 FJ1193
 FJ1193.The orthometric height was scaled from a topographic map.
 FJ1193
 FJ1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1193.GEOID18 height accuracy estimate available here.
 FJ1193
 FJ1193.Click photographs - Photos may exist for this station.
 FJ1193
 FJ1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1193
 FJ1193. The following values were computed from the NAD 83(1993) position.
 FJ1193
 FJ1193;                    North         East     Units Scale Factor Converg.
 FJ1193;SPC OK S     -   230,240.629   737,003.742   MT  1.00003711   +0 51 21.8
 FJ1193;SPC OK S     -   755,381.13  2,417,986.44   sFT  1.00003711   +0 51 21.8
 FJ1193;UTM  14      - 3,920,256.551   727,778.806   MT  1.00023943   +1 27 12.7
 FJ1193
 FJ1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1193!SPC OK S     -   0.99995573  x   1.00003711  =   0.99999284
 FJ1193!UTM  14      -   0.99995573  x   1.00023943  =   1.00019515
 FJ1193
 FJ1193:                Primary Azimuth Mark                     Grid Az
 FJ1193:SPC OK S     -  MANDLER                                  191 01 38.9
 FJ1193:UTM  14      -  MANDLER                                  190 25 48.0
 FJ1193
 FJ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2777820256(NAD 83)
 FJ1193
 FJ1193|---------------------------------------------------------------------|
 FJ1193| PID    Reference Object                     Distance      Geod. Az  |
 FJ1193|                                                           dddmmss.s |
 FJ1193| FJ1192 BOLEY STA TRAINING SCH TANK         APPROX. 9.2 KM 0104505.2 |
 FJ1193| CI0075 ARGO AZ MK                                         1262157.5 |
 FJ1193| FJ1196 MANDLER                             APPROX.13.7 KM 1915300.7 |
 FJ1193| CI0076 ARGO RM 1                            24.211 METERS 25601     |
 FJ1193| FJ1200 PRAGUE MUNICIPAL TANK               APPROX.19.6 KM 2981748.3 |
 FJ1193| CI0077 ARGO RM 2                            34.145 METERS 35525     |
 FJ1193|---------------------------------------------------------------------|
 FJ1193
 FJ1193                          SUPERSEDED SURVEY CONTROL
 FJ1193
 FJ1193  NAD 83(1986)-  35 23 58.84834(N)    096 29 30.62551(W) AD(       ) 1
 FJ1193  NAD 27      -  35 23 58.58600(N)    096 29 29.58300(W) AD(       ) 1
 FJ1193
 FJ1193.Superseded values are not recommended for survey control.
 FJ1193
 FJ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1193.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1193
 FJ1193_MARKER: DS = TRIANGULATION STATION DISK
 FJ1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1193_STAMPING: ARGO 1935
 FJ1193_MARK LOGO: CGS
 FJ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1193+STABILITY: SURFACE MOTION
 FJ1193
 FJ1193  HISTORY     - Date     Condition        Report By
 FJ1193  HISTORY     - 1935     MONUMENTED       CGS
 FJ1193  HISTORY     - 1938     SEE DESCRIPTION  OK-133
 FJ1193  HISTORY     - 1959     GOOD             CGS
 FJ1193
 FJ1193                          STATION DESCRIPTION
 FJ1193
 FJ1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1193'STATION IS LOCATED ON A TIMBERED RIDGE, THE HIGHEST OF SEVERAL
 FJ1193'RIDGES ABOUT 4 MILES NORTH AND 2 MILES WEST OF CROMWELL AND
 FJ1193'ABOUT 2 MILES WEST AND 0.5 MILE SOUTH OF SCHOOLTON IN SOUTHWEST
 FJ1193'QUARTER OF THE SOUTHWEST QUARTER OF SEC. 29, T. 11 N., R. 8 E.,
 FJ1193'ON PROPERTY OWNED BY MR. ARGO.  STANDARD DISKS SET AS DESCRIBED.
 FJ1193'
 FJ1193'REACHED FROM CROSSROADS AT NORTH EDGE OF CROMWELL (WILLIES GROCERY
 FJ1193'AND MARKET IS IN SOUTHEAST ANGLE) BY GOING NORTH FOR 2.75 MILES
 FJ1193'ON STATE HIGHWAY 56 TO END OF PAVEMENT, THEN CONTINUE NORTH WHERE
 FJ1193'STATE HIGHWAY 56 BEARS RIGHT (EAST) FOR 1.0 MILE TO CROSSROADS
 FJ1193'AT SCHOOLTON, THEN TURN LEFT AND GO WEST ON GRADED DIRT ROAD FOR
 FJ1193'1.9 MILES TO A SURFACE GRAVEL PIT ON SOUTH SIDE OF ROAD, THEN
 FJ1193'TURN LEFT THROUGH WIRE FENCE, GO SOUTH OVER A DIM ROAD TO
 FJ1193'THE TOP OF THIS SHALLOW LAYER OF GRAVEL AND CONTINUE SOUTH ON
 FJ1193'WINDING WAGON TRAIL FOR 0.5 MILE.  STATION IS ABOUT 70
 FJ1193'YARDS EAST FROM THIS ROAD, AND 30 FEET WEST FROM THE EAST
 FJ1193'RIM OF THE RIDGE, PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF
 FJ1193'THE GROUND.  THE LAST 70 YARDS MAY BE REACHED IN TRUCK BY
 FJ1193'CLEARING A LITTLE BRUSH.
 FJ1193'
 FJ1193'REFERENCE MARK NO. 1 IS 24.211 METERS (79.43 FEET) WEST-SOUTHWEST
 FJ1193'FROM STATION.
 FJ1193'
 FJ1193'REFERENCE MARK NO. 2 IS 24.145 METERS (79.22 FEET) NORTH-NORTHWEST
 FJ1193'FROM STATION, PROJECTING ABOUT 6 INCHES.
 FJ1193'
 FJ1193'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE EAST-SOUTHEAST FROM
 FJ1193'STATION.  REACHED FROM THE SURFACE GRAVEL PIT MENTIONED IN
 FJ1193'ABOVE DESCRIPTION BY GOING EAST 0.9 MILE, THEN RIGHT (SOUTH)
 FJ1193'1.0 MILE, THEN RIGHT (WEST) 0.1 MILE TO THE EXCELSIOR SCHOOL
 FJ1193'ON RIGHT AND MARK.  MARK IS SET 40 FEET WEST-SOUTHWEST FROM
 FJ1193'THE SOUTHWEST CORNER OF SCHOOL BUILDING (BRICK), 30 FEET NORTH
 FJ1193'FROM CATTLE GUARD, ON FENCE LINE ON EAST EDGE OF CULTIVATED
 FJ1193'FIELD.  MARK PROJECTS ABOUT 8 INCHES.  SET AS DESCRIBED.
 FJ1193'
 FJ1193'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 FJ1193
 FJ1193                          STATION RECOVERY (1938)
 FJ1193
 FJ1193'RECOVERY NOTE BY SEMINOLE COUNTY OKLAHOMA 1938 (WRG)
 FJ1193'STATION RECOVERED BY SEMINOLE COUNTY ENGINEER.
 FJ1193'
 FJ1193'WILLIAM ROY GRACE, COUNTY ENGINEER, SEMINOLE COUNTY HIGHWAY
 FJ1193'DEPARTMENT, WEWOKA, OKLAHOMA, IN A LETTER DATED FEBRUARY 10,
 FJ1193'1938, REQUESTED THAT A MARK WHICH WAS ESTABLISHED AT WHAT WAS
 FJ1193'THE SOUTHWEST CORNER OF SCHOOL GROUNDS, IN THE SOUTHEAST CORNER
 FJ1193'OF SECTION 29, T. 11 N., R. 8 E., WOULD HAVE TO BE MOVED AS THE
 FJ1193'SCHOOL BOARD HAD ACQUIRED THE GROUND ON WHICH THE MARK WAS
 FJ1193'ESTABLISHED AND WISHED TO GRADE IT.  MR. GRACE WAS SENT A NEW
 FJ1193'AZIMUTH MARK DISK FOR STATION ARGO AND ASKED TO SET IT ON LINE
 FJ1193'WITH THE OLD AZIMUTH MARK AND THE STATION.
 FJ1193'
 FJ1193'THE OLD AZIMUTH MARK DISK WAS RECEIVED JULY 9, 1938 TOGETHER
 FJ1193'WITH A SKETCH SHOWING THE LOCATION OF THE NEW AZIMUTH MARK.
 FJ1193'
 FJ1193'THE NEW AZIMUTH MARK IS SET ON THE EAST FACE OF THE NORTH-SOUTH
 FJ1193'ROCK FENCE TO THE WEST OF THE SCHOOL BUILDING.  IT IS 194.5 FEET
 FJ1193'FROM THE NORTH END AND 189.5 FEET FROM THE SOUTH END OF THE FENCE,
 FJ1193'258.9 FEET FROM THE WEST (NEAREST) CORNER OF THE SCHOOL BUILDING,
 FJ1193'255.900 FEET FROM THE OLD REFERENCE MARK AND ON THE LINE OF
 FJ1193'TANGENT FROM THE OLD REFERENCE MARK TO THE CENTER OF SEC. 29,
 FJ1193'T. 11 N., R. 8 E.  THE MARK IS SET IN A CONCRETE POST 1 FOOT BY
 FJ1193'1 FOOT BY 2 FEET WITH ONE-FOOT BASE, REINFORCED WITH 5-1/2
 FJ1193'INCH IRON PIPE 2 FEET LONG, TIED TO ROCK WALL BOTH AT BASE AND
 FJ1193'TOP.  ELEVATION READING ON NEW MARK 8.09 FEET, ON OLD MARK
 FJ1193'0.51 FEET, DIFFERENCE IN ELEVATION 7.58 FEET.
 FJ1193
 FJ1193                          STATION RECOVERY (1959)
 FJ1193
 FJ1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (TAH)
 FJ1193'STATION AND REFERENCES RECOVERED.
 FJ1193'
 FJ1193'RESET AZIMUTH MARK RECOVERED.
 FJ1193'
 FJ1193'NOTE- IF STATION IS OCCUPIED WILL ATTEMPT TO FURNISH AZIMUTH
 FJ1193'TO RESET AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1271 ***********************************************************************
 FJ1271  DESIGNATION -  ARLINGTON
 FJ1271  PID         -  FJ1271
 FJ1271  STATE/COUNTY-  OK/LINCOLN
 FJ1271  COUNTRY     -  US
 FJ1271  USGS QUAD   -  ARLINGTON (2018)
 FJ1271
 FJ1271                         *CURRENT SURVEY CONTROL
 FJ1271  ______________________________________________________________________
 FJ1271* NAD 83(1993) POSITION- 35 36 17.59911(N) 096 39 29.64803(W)   ADJUSTED
 FJ1271* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 FJ1271  ______________________________________________________________________
 FJ1271  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 FJ1271  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 FJ1271  HORZ ORDER      -  THIRD
 FJ1271
 FJ1271.The horizontal coordinates were established by classical geodetic methods
 FJ1271.and adjusted by the National Geodetic Survey in November 1994.
 FJ1271
 FJ1271.The orthometric height was scaled from a topographic map.
 FJ1271
 FJ1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1271.GEOID18 height accuracy estimate available here.
 FJ1271
 FJ1271.Click photographs - Photos may exist for this station.
 FJ1271
 FJ1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1271
 FJ1271. The following values were computed from the NAD 83(1993) position.
 FJ1271
 FJ1271;                    North         East     Units Scale Factor Converg.
 FJ1271;SPC OK N     -    67,954.385   721,574.323   MT  0.99999328   +0 47 30.6
 FJ1271;SPC OK N     -   222,947.01  2,367,365.09   sFT  0.99999328   +0 47 30.6
 FJ1271;UTM  14      - 3,942,650.856   712,124.612   MT  1.00015452   +1 21 49.9
 FJ1271
 FJ1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1271!SPC OK N     -   0.99996185  x   0.99999328  =   0.99995513
 FJ1271!UTM  14      -   0.99996185  x   1.00015452  =   1.00011637
 FJ1271
 FJ1271:                Primary Azimuth Mark                     Grid Az
 FJ1271:SPC OK N     -  ARLINGTON AZ MK                          233 11 12.5
 FJ1271:UTM  14      -  ARLINGTON AZ MK                          232 36 53.2
 FJ1271
 FJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1212442650(NAD 83)
 FJ1271
 FJ1271|---------------------------------------------------------------------|
 FJ1271| PID    Reference Object                     Distance      Geod. Az  |
 FJ1271|                                                           dddmmss.s |
 FJ1271| CI0093 ARLINGTON RM 1                        8.428 METERS 04843     |
 FJ1271| CI0094 ARLINGTON RM 2                        9.232 METERS 13823     |
 FJ1271| FJ1270 PRAGUE OG AND E RAD MAST            APPROX.10.5 KM 1925730.0 |
 FJ1271| CI0092 ARLINGTON AZ MK                                    2335843.1 |
 FJ1271|---------------------------------------------------------------------|
 FJ1271
 FJ1271                          SUPERSEDED SURVEY CONTROL
 FJ1271
 FJ1271  NAD 83(1986)-  35 36 17.60657(N)    096 39 29.62598(W) AD(       ) 3
 FJ1271  NAD 27      -  35 36 17.35214(N)    096 39 28.56160(W) AD(       ) 3
 FJ1271
 FJ1271.Superseded values are not recommended for survey control.
 FJ1271
 FJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1271.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1271
 FJ1271_MARKER: DS = TRIANGULATION STATION DISK
 FJ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1271_STAMPING: ARLINGTON 1957
 FJ1271_MARK LOGO: CGS
 FJ1271_PROJECTION: RECESSED 46 CENTIMETERS
 FJ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1271+STABILITY: SURFACE MOTION
 FJ1271
 FJ1271  HISTORY     - Date     Condition        Report By
 FJ1271  HISTORY     - 1957     MONUMENTED       CGS
 FJ1271
 FJ1271                          STATION DESCRIPTION
 FJ1271
 FJ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1271'THE STATION IS ABOUT 8-1/2 MILES NORTH OF PRAGUE, 2 MILES
 FJ1271'NORTH-NORTHEAST OF ARLINGTON, AT THE EAST EDGE OF A CULTIVATED
 FJ1271'FIELD OWNED BY LEWIS TIPTON AND ON THE WEST SIDE OF THE
 FJ1271'NORTHWEST 1/4 OF SECTION 15, T 13 N, R 6 E.
 FJ1271'
 FJ1271'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 FJ1271'STATE HIGHWAY 99 IN PRAGUE, GO NORTH ON HIGHWAY 99 FOR 3.55 MILES
 FJ1271'TO THE EDMOND SCHOOL ON THE LEFT, CONTINUE NORTH ON THE HIGHWAY
 FJ1271'FOR 5.15 MILES TO THE AZIMUTH MARK AND THE TIPTON FARM HOUSE
 FJ1271'ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY FOR 0.5 MILE TO
 FJ1271'A CROSSROADS, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.2
 FJ1271'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR
 FJ1271'0.15 MILE TO 3 CRUDE OIL STORAGE TANKS ON THE LEFT AND THE
 FJ1271'STATION ON THE RIGHT.
 FJ1271'
 FJ1271'STATION MARKS ARE STANDARD DISKS, STAMPED ARLINGTON 1957,
 FJ1271'THE SURFACE MARK IS SET IN THE TOP OF 12-INCH ROUND CONCRETE
 FJ1271'POST THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 376
 FJ1271'FEET WEST OF THE WEST SIDE OF THE CENTER ONE OF THREE CRUDE OIL
 FJ1271'STORAGE TANKS, 34 FEET WEST OF THE CENTER OF A DIRT ROAD, 20
 FJ1271'FEET WEST OF A FENCE DIVIDING THE LAND OWNED BY LEWIS TIPTON
 FJ1271'AND EARL L. STEWART, 23 FEET SOUTHWEST OF A IRON TELEPHONE
 FJ1271'POLE AND 19 FEET WEST OF THE EXTREME EAST EDGE OF THE
 FJ1271'CULTIVATED FIELD.  A WHITE WITNESS POST WAS SET 32 FEET
 FJ1271'SOUTHEAST OF THE STATION.  THE UNDERGROUND MARK IS SET IN AN
 FJ1271'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 FJ1271'SURFACE.
 FJ1271'
 FJ1271'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARLINGTON NO 1 1957,
 FJ1271'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1271'4 INCHES.  IT IS 362 FEET WEST OF THE STORAGE TANK, 42 FEET
 FJ1271'NORTH OF THE WITNESS POST, 13 FEET WEST OF THE CENTER OF THE
 FJ1271'ROAD, 12 FEET NORTH OF THE TELEPHONE POLE AND IN THE FENCE LINE.
 FJ1271'
 FJ1271'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARLINGTON NO 2 1957,
 FJ1271'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1271'4 INCHES.  IT IS 356 FEET WEST OF THE STORAGE TANK, 30 FEET
 FJ1271'SOUTH OF THE TELEPHONE POLE, 14 FEET WEST OF THE CENTER OF
 FJ1271'THE ROAD, 1 FOOT NORTH OF THE WITNESS POST AND IN THE FENCE
 FJ1271'LINE.
 FJ1271'
 FJ1271'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARLINGTON 1957,
 FJ1271'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1271'4 INCHES.  IT IS 166 FEET NORTHWEST OF THE NORTHWEST CORNER
 FJ1271'OF THE FARM HOUSE, 89 FEET WEST OF A TRANSFORMER POLE, 50 FEET
 FJ1271'EAST OF THE CENTER OF HIGHWAY 99, 13 FEET NORTH OF THE CENTER
 FJ1271'OF AN ENTRANCE DRIVE AND 2 FEET NORTHWEST OF A FENCE CORNER.
 FJ1271'A WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0709 ***********************************************************************
 GJ0709  DESIGNATION -  ARNETT
 GJ0709  PID         -  GJ0709
 GJ0709  STATE/COUNTY-  OK/ELLIS
 GJ0709  COUNTRY     -  US
 GJ0709  USGS QUAD   -  ARNETT (2018)
 GJ0709
 GJ0709                         *CURRENT SURVEY CONTROL
 GJ0709  ______________________________________________________________________
 GJ0709* NAD 83(1993) POSITION- 36 08 17.43946(N) 099 52 05.10003(W)   ADJUSTED
 GJ0709* NAVD 88 ORTHO HEIGHT -   769.    (meters)     2523.    (feet) SCALED
 GJ0709  ______________________________________________________________________
 GJ0709  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 GJ0709  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 GJ0709  HORZ ORDER      -  FIRST
 GJ0709
 GJ0709.The horizontal coordinates were established by classical geodetic methods
 GJ0709.and adjusted by the National Geodetic Survey in November 1994.
 GJ0709
 GJ0709.The orthometric height was scaled from a topographic map.
 GJ0709
 GJ0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0709.GEOID18 height accuracy estimate available here.
 GJ0709
 GJ0709.Click photographs - Photos may exist for this station.
 GJ0709
 GJ0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0709
 GJ0709. The following values were computed from the NAD 83(1993) position.
 GJ0709
 GJ0709;                    North         East     Units Scale Factor Converg.
 GJ0709;SPC OK N     -   127,901.459   431,880.566   MT  0.99994554   -1 06 08.8
 GJ0709;SPC OK N     -   419,623.37  1,416,928.16   sFT  0.99994554   -1 06 08.8
 GJ0709;UTM  14      - 3,999,623.488   421,897.507   MT  0.99967516   -0 30 43.1
 GJ0709
 GJ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0709!SPC OK N     -   0.99988372  x   0.99994554  =   0.99982927
 GJ0709!UTM  14      -   0.99988372  x   0.99967516  =   0.99955892
 GJ0709
 GJ0709:                Primary Azimuth Mark                     Grid Az
 GJ0709:SPC OK N     -  ARNETT AZ MK                             265 27 13.3
 GJ0709:UTM  14      -  ARNETT AZ MK                             264 51 47.6
 GJ0709
 GJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME2189799623(NAD 83)
 GJ0709
 GJ0709|---------------------------------------------------------------------|
 GJ0709| PID    Reference Object                     Distance      Geod. Az  |
 GJ0709|                                                           dddmmss.s |
 GJ0709| CK8839 ARNETT RM 1                          21.623 METERS 07013     |
 GJ0709| CK8840 ARNETT RM 2                          20.700 METERS 17433     |
 GJ0709| CK8838 ARNETT AZ MK                                       2642104.5 |
 GJ0709|---------------------------------------------------------------------|
 GJ0709
 GJ0709                          SUPERSEDED SURVEY CONTROL
 GJ0709
 GJ0709  NAD 83(1986)-  36 08 17.44686(N)    099 52 05.08837(W) AD(       ) 1
 GJ0709  NAD 27      -  36 08 17.29850(N)    099 52 03.65931(W) AD(       ) 1
 GJ0709
 GJ0709.Superseded values are not recommended for survey control.
 GJ0709
 GJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0709.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0709
 GJ0709_MARKER: DS = TRIANGULATION STATION DISK
 GJ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0709_STAMPING: ARNETT 1963
 GJ0709_MARK LOGO: CGS
 GJ0709_PROJECTION: FLUSH
 GJ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0709+STABILITY: SURFACE MOTION
 GJ0709
 GJ0709  HISTORY     - Date     Condition        Report By
 GJ0709  HISTORY     - 1963     MONUMENTED       CGS
 GJ0709
 GJ0709                          STATION DESCRIPTION
 GJ0709
 GJ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0709'THE STATION IS ON A SMALL RISE, IN PASTURE LAND, ON PROPERTY OF
 GJ0709'MR. DAVE KLEIN.  IT IS ABOUT 9-1/2 MILES SOUTH OF SHATTUCK, 5-1/4
 GJ0709'MILES WEST OF ARNETT AND 0.15 MILE NORTH OF U. S. HIGHWAYS 60 AND
 GJ0709'283.
 GJ0709'
 GJ0709'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 GJ0709'ARNETT, GO WEST ON U. S. HIGHWAYS 60 AND 283 FOR 5.25 MILES TO A
 GJ0709'CROSSROAD.  CONTINUE WEST ON THE HIGHWAYS FOR 0.05 MILE TO MR. DAVE
 GJ0709'KLEINS DRIVEWAY ON THE RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE
 GJ0709'WEST ON THE HIGHWAYS FOR 0.85 MILE TO THE MARK ON THE LEFT.) TURN
 GJ0709'RIGHT, INTO DRIVEWAY, THEN LEFT AND PASS THROUGH WIRE GATE AND
 GJ0709'GO NORTHWEST FOR 0.25 MILE TO THE TOP OF THE RISE AND THE
 GJ0709'STATION.
 GJ0709'
 GJ0709'STATION MARK IS A STANDARD DISK, STAMPED ARNETT 1963, SET IN THE
 GJ0709'TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0709'IT IS 3.5 FEET NORTHEAST OF A WITNESS POST.
 GJ0709'
 GJ0709'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARNETT NO 1 1963, SET
 GJ0709'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0709'SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0709'
 GJ0709'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARNETT NO 2 1963, SET IN
 GJ0709'THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0709'SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0709'
 GJ0709'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARNETT 1963, SET IN THE
 GJ0709'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 GJ0709'39 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAYS 60 AND 283, 18.5
 GJ0709'FEET SOUTH-SOUTHEAST OF A HIGHWAY SIGN POST, 1.3 FEET SOUTH OF A
 GJ0709'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 GJ0709'
 GJ0709'A 37 FOOT TOWER IS NEEDED TO SEE STATIONS APPLE 2 AND SHATTUCK.
 GJ0709'ALL OTHER STATIONS ARE VISIBLE FROM THE GROUND.
 GJ0709'
 GJ0709'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0707 ***********************************************************************
 GJ0707  DESIGNATION -  ARNETT COUNTY COURTHOUSE MAST
 GJ0707  PID         -  GJ0707
 GJ0707  STATE/COUNTY-  OK/ELLIS
 GJ0707  COUNTRY     -  US
 GJ0707  USGS QUAD   -  ARNETT (2018)
 GJ0707
 GJ0707                         *CURRENT SURVEY CONTROL
 GJ0707  ______________________________________________________________________
 GJ0707* NAD 83(1993) POSITION- 36 08 03.64464(N) 099 46 14.18420(W)   ADJUSTED
 GJ0707  ______________________________________________________________________
 GJ0707  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GJ0707  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 GJ0707  HORZ ORDER      -  THIRD
 GJ0707
 GJ0707.The horizontal coordinates were established by classical geodetic methods
 GJ0707.and adjusted by the National Geodetic Survey in November 1994.
 GJ0707
 GJ0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0707.GEOID18 height accuracy estimate available here.
 GJ0707
 GJ0707.Click photographs - Photos may exist for this station.
 GJ0707
 GJ0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0707
 GJ0707. The following values were computed from the NAD 83(1993) position.
 GJ0707
 GJ0707;                    North         East     Units Scale Factor Converg.
 GJ0707;SPC OK N     -   127,311.970   440,644.288   MT  0.99994557   -1 02 41.7
 GJ0707;SPC OK N     -   417,689.35  1,445,680.47   sFT  0.99994557   -1 02 41.7
 GJ0707;UTM  14      - 3,999,124.486   430,664.396   MT  0.99965923   -0 27 15.9
 GJ0707
 GJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3066499124(NAD 83)
 GJ0707
 GJ0707                          SUPERSEDED SURVEY CONTROL
 GJ0707
 GJ0707  NAD 83(1986)-  36 08 03.65274(N)    099 46 14.17509(W) AD(       ) 3
 GJ0707  NAD 27      -  36 08 03.50008(N)    099 46 12.75795(W) AD(       ) 3
 GJ0707
 GJ0707.Superseded values are not recommended for survey control.
 GJ0707
 GJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0707.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0707
 GJ0707_MARKER: 42 = RADIO/TV MAST
 GJ0707
 GJ0707  HISTORY     - Date     Condition        Report By
 GJ0707  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0707
 GJ0707                          STATION DESCRIPTION
 GJ0707
 GJ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0707'THE STATION IS THE CENTER OF THE TOP OF A STEEL MAST, MOUNTED ON THE
 GJ0707'ROOF OF THE ARNETT COUNTY COURT HOUSE.  THE OVERALL HEIGHT BEING
 GJ0707'119 FEET.  THE MAST IS IDENTIFIED AS KLA 643.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0706 ***********************************************************************
 GJ0706  DESIGNATION -  ARNETT MUNICIPAL WATER TANK
 GJ0706  PID         -  GJ0706
 GJ0706  STATE/COUNTY-  OK/ELLIS
 GJ0706  COUNTRY     -  US
 GJ0706  USGS QUAD   -  ARNETT (2018)
 GJ0706
 GJ0706                         *CURRENT SURVEY CONTROL
 GJ0706  ______________________________________________________________________
 GJ0706* NAD 83(1993) POSITION- 36 08 04.37929(N) 099 46 08.01986(W)   ADJUSTED
 GJ0706  ______________________________________________________________________
 GJ0706  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GJ0706  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GJ0706  HORZ ORDER      -  THIRD
 GJ0706
 GJ0706.The horizontal coordinates were established by classical geodetic methods
 GJ0706.and adjusted by the National Geodetic Survey in November 1994.
 GJ0706
 GJ0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0706.GEOID18 height accuracy estimate available here.
 GJ0706
 GJ0706.Click photographs - Photos may exist for this station.
 GJ0706
 GJ0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0706
 GJ0706. The following values were computed from the NAD 83(1993) position.
 GJ0706
 GJ0706;                    North         East     Units Scale Factor Converg.
 GJ0706;SPC OK N     -   127,331.800   440,798.793   MT  0.99994557   -1 02 38.1
 GJ0706;SPC OK N     -   417,754.41  1,446,187.37   sFT  0.99994557   -1 02 38.1
 GJ0706;UTM  14      - 3,999,145.900   430,818.644   MT  0.99965897   -0 27 12.3
 GJ0706
 GJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3081899145(NAD 83)
 GJ0706
 GJ0706                          SUPERSEDED SURVEY CONTROL
 GJ0706
 GJ0706  NAD 83(1986)-  36 08 04.38735(N)    099 46 08.01078(W) AD(       ) 3
 GJ0706  NAD 27      -  36 08 04.23483(N)    099 46 06.59358(W) AD(       ) 3
 GJ0706
 GJ0706.Superseded values are not recommended for survey control.
 GJ0706
 GJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0706.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0706
 GJ0706_MARKER: 53 = ELEVATED TANK
 GJ0706
 GJ0706  HISTORY     - Date     Condition        Report By
 GJ0706  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0706
 GJ0706                          STATION DESCRIPTION
 GJ0706
 GJ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0706'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH, ELEVATED
 GJ0706'TANK, LOCATED NEAR THE CENTER OF TOWN AND 200 FEET SOUTH OF MAIN
 GJ0706'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0489 ***********************************************************************
 EL0489  DESIGNATION -  ARP
 EL0489  PID         -  EL0489
 EL0489  STATE/COUNTY-  OK/STEPHENS
 EL0489  COUNTRY     -  US
 EL0489  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0489
 EL0489                         *CURRENT SURVEY CONTROL
 EL0489  ______________________________________________________________________
 EL0489* NAD 83(1993) POSITION- 34 28 20.97511(N) 097 57 39.02953(W)   ADJUSTED
 EL0489* NAVD 88 ORTHO HEIGHT -   334.138 (meters)     1096.25  (feet) POSTED
 EL0489  ______________________________________________________________________
 EL0489  GEOID HEIGHT    -        -25.674 (meters)                     GEOID18
 EL0489  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 EL0489  DYNAMIC HEIGHT  -        333.80  (meters)     1095.1   (feet) COMP
 EL0489  MODELED GRAVITY -    979,603.2   (mgal)                       NAVD 88
 EL0489
 EL0489  HORZ ORDER      -  THIRD
 EL0489  VERT ORDER      -  * POSTED, SEE BELOW
 EL0489
 EL0489.This mark is at Halliburton Field Airport (DUC)
 EL0489
 EL0489.The horizontal coordinates were established by classical geodetic methods
 EL0489.and adjusted by the National Geodetic Survey in November 1994.
 EL0489
 EL0489.The orthometric height was determined by differential leveling
 EL0489.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EL0489
 EL0489.* This is a POSTED BENCH MARK height.
 EL0489
 EL0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0489.GEOID18 height accuracy estimate available here.
 EL0489
 EL0489.Click photographs - Photos may exist for this station.
 EL0489
 EL0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0489
 EL0489.The dynamic height is computed by dividing the NAVD 88
 EL0489.geopotential number by the normal gravity value computed on the
 EL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0489.degrees latitude (g = 980.6199 gals.).
 EL0489
 EL0489.The modeled gravity was interpolated from observed gravity values.
 EL0489
 EL0489. The following values were computed from the NAD 83(1993) position.
 EL0489
 EL0489;                    North         East     Units Scale Factor Converg.
 EL0489;SPC OK S     -   126,359.863   603,597.270   MT  0.99993783   +0 01 20.0
 EL0489;SPC OK S     -   414,565.65  1,980,302.04   sFT  0.99993783   +0 01 20.0
 EL0489;UTM  14      - 3,815,036.955   595,431.338   MT  0.99971225   +0 35 17.6
 EL0489
 EL0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0489!SPC OK S     -   0.99995158  x   0.99993783  =   0.99988941
 EL0489!UTM  14      -   0.99995158  x   0.99971225  =   0.99966384
 EL0489
 EL0489:                Primary Azimuth Mark                     Grid Az
 EL0489:SPC OK S     -  DUNCAN RADIO STA KRHD MAST               350 48 31.0
 EL0489:UTM  14      -  DUNCAN RADIO STA KRHD MAST               350 14 33.4
 EL0489
 EL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9543115036(NAD 83)
 EL0489
 EL0489|---------------------------------------------------------------------|
 EL0489| PID    Reference Object                     Distance      Geod. Az  |
 EL0489|                                                           dddmmss.s |
 EL0489| EL0995 DUNCAN RADIO STA KRHD MAST          APPROX. 4.4 KM 3504951.0 |
 EL0489| EL0970 HALLIBURTON FIELD AIRPORT BEACON    APPROX. 1.2 KM 3514739.5 |
 EL0489| EL1000 DUNCAN HALLIBURTON KKL 239 MW       APPROX. 7.1 KM 3570408.7 |
 EL0489|---------------------------------------------------------------------|
 EL0489
 EL0489                          SUPERSEDED SURVEY CONTROL
 EL0489
 EL0489  NAD 83(1986)-  34 28 20.97910(N)    097 57 39.01524(W) AD(       ) 3
 EL0489  NAD 27      -  34 28 20.68980(N)    097 57 37.89210(W) AD(       ) 3
 EL0489  NGVD 29 (??/??/92)  334.050  (m)         1095.96   (f) ADJ UNCH    2 0
 EL0489  NGVD 29 (07/19/86)  334.1    (m)         1096.     (f) VERT ANG       
 EL0489
 EL0489.Superseded values are not recommended for survey control.
 EL0489
 EL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0489.See file dsdata.pdf to determine how the superseded data were derived.
 EL0489
 EL0489_MARKER: DT = TOPOGRAPHIC STATION DISK
 EL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0489_STAMPING: ARP 1965
 EL0489_MARK LOGO: CGS
 EL0489_PROJECTION: FLUSH
 EL0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0489+STABILITY: SURFACE MOTION
 EL0489
 EL0489  HISTORY     - Date     Condition        Report By
 EL0489  HISTORY     - 1965     MONUMENTED       CGS
 EL0489  HISTORY     - 1965     GOOD             CGS
 EL0489  HISTORY     - 1975     MARK NOT FOUND   NGS
 EL0489  HISTORY     - 1986     GOOD             NGS
 EL0489
 EL0489                          STATION DESCRIPTION
 EL0489
 EL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JB)
 EL0489'THE STATION IS LOCATED ON THE MUNICIPAL AIRPORT, ABOUT 750
 EL0489'FEET SE OF THE TERMINAL BUILDING AND EAST OF THE TAXI-WAY.
 EL0489'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1965 SET
 EL0489'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EL0489
 EL0489                          STATION RECOVERY (1965)
 EL0489
 EL0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EL0489'AT DUNCAN MUNICIPAL AIRPORT.
 EL0489'THE STATION IS LOCATED ON THE MUNICIPAL AIRPORT, ABOUT 750 FEET
 EL0489'SE OF THE TERMINAL BUILDING AND EAST OF THE TAXI-WAY.  THE
 EL0489'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1965 SET IN
 EL0489'A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EL0489
 EL0489                          STATION RECOVERY (1975)
 EL0489
 EL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0489'STATION LOST.
 EL0489'
 EL0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 EL0489'OF DUNCAN.
 EL0489
 EL0489                          STATION RECOVERY (1986)
 EL0489
 EL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0327 ***********************************************************************
 GH0327  DESIGNATION -  ARP
 GH0327  PID         -  GH0327
 GH0327  STATE/COUNTY-  OK/PAYNE
 GH0327  COUNTRY     -  US
 GH0327  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0327
 GH0327                         *CURRENT SURVEY CONTROL
 GH0327  ______________________________________________________________________
 GH0327* NAD 83(1986) POSITION- 36 09 30.73   (N) 097 05 09.56   (W)   HD_HELD1
 GH0327* NAVD 88 ORTHO HEIGHT -   291.321 (meters)      955.78  (feet) ADJUSTED
 GH0327  ______________________________________________________________________
 GH0327  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GH0327  DYNAMIC HEIGHT  -        291.061 (meters)      954.92  (feet) COMP
 GH0327  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 GH0327
 GH0327  VERT ORDER      -  SECOND    CLASS 0
 GH0327
 GH0327.This mark is at Stillwater Airport (SWO)
 GH0327
 GH0327.The horizontal coordinates were determined by differentially corrected
 GH0327.hand held GPS observations or other comparable positioning techniques
 GH0327.and have an estimated accuracy of +/- 3 meters.
 GH0327
 GH0327.The orthometric height was determined by differential leveling and
 GH0327.adjusted by the NATIONAL GEODETIC SURVEY
 GH0327.in June 1991.
 GH0327
 GH0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0327.GEOID18 height accuracy estimate available here.
 GH0327
 GH0327.Click photographs - Photos may exist for this station.
 GH0327
 GH0327.The dynamic height is computed by dividing the NAVD 88
 GH0327.geopotential number by the normal gravity value computed on the
 GH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0327.degrees latitude (g = 980.6199 gals.).
 GH0327
 GH0327.The modeled gravity was interpolated from observed gravity values.
 GH0327
 GH0327;                    North         East    Units  Estimated Accuracy
 GH0327;SPC OK N     -   128,930.0     682,239.6     MT  (+/- 3 meters HH1 GPS) 
 GH0327
 GH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7216903229(NAD 83)
 GH0327
 GH0327                          SUPERSEDED SURVEY CONTROL
 GH0327
 GH0327  NGVD 29 (??/??/92)  291.205  (m)          955.40   (f) ADJ UNCH    2 0
 GH0327
 GH0327.Superseded values are not recommended for survey control.
 GH0327
 GH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0327.See file dsdata.pdf to determine how the superseded data were derived.
 GH0327
 GH0327_MARKER: DT = TOPOGRAPHIC STATION DISK
 GH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0327_STAMPING: ARP 1964
 GH0327_MARK LOGO: CGS
 GH0327_PROJECTION: FLUSH
 GH0327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0327+STABILITY: SURFACE MOTION
 GH0327
 GH0327  HISTORY     - Date     Condition        Report By
 GH0327  HISTORY     - 1964     MONUMENTED       CGS
 GH0327  HISTORY     - 1964     GOOD             CGS
 GH0327  HISTORY     - 1973     GOOD             NGS
 GH0327  HISTORY     - 1976     GOOD             NGS
 GH0327  HISTORY     - 19930622 GOOD             NGS
 GH0327
 GH0327                          STATION DESCRIPTION
 GH0327
 GH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GH0327'AT STILLWATER.
 GH0327'LOCATED AT SEARCY FIELD, STILLWATER MUNICIPAL AIRPORT, JUST WEST
 GH0327'OF THE ADMINISTRATION BUILDING, 382.04 FEET SOUTHWEST OF THE
 GH0327'TETRAHEDRON, 138.11 FEET SOUTHWEST OF THE TAXIWAY LEADING TO
 GH0327'RUNWAY END 13, AND 80.40 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 GH0327'OF RUNWAY 4-22.  A STANDARD TOPO DISK SET IN THE TOP OF A
 GH0327'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 GH0327
 GH0327                          STATION RECOVERY (1973)
 GH0327
 GH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GH0327'RECOVERED IN GOOD CONDITION.
 GH0327
 GH0327                          STATION RECOVERY (1976)
 GH0327
 GH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GH0327'RECOVERED IN GOOD CONDITION.
 GH0327
 GH0327                          STATION RECOVERY (1993)
 GH0327
 GH0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0327'THE STATION IS LOCATED JUST WEST OF THE ADMINISTRATION BUILDING, 382
 GH0327'FT (116.4 M) SOUTHWEST OF THE WIND TETRAHEDRON, 138.11 FT (42.10 M)
 GH0327'SOUTHWEST OF THE TAXIWAY LEADING TO CLOSED RUNWAY END 13, 80.40 FT
 GH0327'(24.51 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22, 90.0 FT
 GH0327'(27.4 M) SOUTH FROM THE SOUTH CORNER OF A TAXIWAY -D- SIGN, 103.7 FT
 GH0327'(31.6 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF A (4-22) SIGN, AND
 GH0327'146.4 FT (44.6 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 GH0327'BASE (WHICH IS SITUATED IN THE ASPHALT SHOULDER OF RUNWAY 17-35) OF A
 GH0327'(D) SIGN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP
 GH0327'1964---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 GH0327'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0895 ***********************************************************************
 GH0895  DESIGNATION -  ARTIL
 GH0895  PID         -  GH0895
 GH0895  STATE/COUNTY-  OK/OSAGE
 GH0895  COUNTRY     -  US
 GH0895  USGS QUAD   -  WHIPPOORWILL (2018)
 GH0895
 GH0895                         *CURRENT SURVEY CONTROL
 GH0895  ______________________________________________________________________
 GH0895* NAD 83(1997) POSITION- 36 58 26.05134(N) 096 14 10.10169(W)   ADJUSTED
 GH0895* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0895  ______________________________________________________________________
 GH0895  GEOID HEIGHT    -        -29.162 (meters)                     GEOID18
 GH0895  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 GH0895  HORZ ORDER      -  FIRST
 GH0895
 GH0895.The horizontal coordinates were established by classical geodetic methods
 GH0895.and adjusted by the National Geodetic Survey in October 1998.
 GH0895
 GH0895.The orthometric height was scaled from a topographic map.
 GH0895
 GH0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0895.GEOID18 height accuracy estimate available here.
 GH0895
 GH0895.Click photographs - Photos may exist for this station.
 GH0895
 GH0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0895
 GH0895. The following values were computed from the NAD 83(1997) position.
 GH0895
 GH0895;                    North         East     Units Scale Factor Converg.
 GH0895;SPC OK N     -   220,448.516   757,056.156   MT  1.00004438   +1 02 27.4
 GH0895;SPC OK N     -   723,254.84  2,483,775.07   sFT  1.00004438   +1 02 27.4
 GH0895;UTM  14      - 4,095,547.975   746,028.088   MT  1.00034574   +1 39 47.4
 GH0895
 GH0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0895!SPC OK N     -   0.99995560  x   1.00004438  =   0.99999997
 GH0895!UTM  14      -   0.99995560  x   1.00034574  =   1.00030132
 GH0895
 GH0895:                Primary Azimuth Mark                     Grid Az
 GH0895:SPC OK N     -  ARTIL AZ MK                              032 02 47.3
 GH0895:UTM  14      -  ARTIL AZ MK                              031 25 27.3
 GH0895
 GH0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4602895547(NAD 83)
 GH0895
 GH0895|---------------------------------------------------------------------|
 GH0895| PID    Reference Object                     Distance      Geod. Az  |
 GH0895|                                                           dddmmss.s |
 GH0895| CI0098 ARTIL AZ MK                                        0330514.7 |
 GH0895| CI0099 ARTIL RM 1                            8.287 METERS 07319     |
 GH0895| CI0100 ARTIL RM 2                           10.339 METERS 19118     |
 GH0895|---------------------------------------------------------------------|
 GH0895
 GH0895                          SUPERSEDED SURVEY CONTROL
 GH0895
 GH0895  NAD 83(1993)-  36 58 26.05164(N)    096 14 10.09885(W) AD(       ) 1
 GH0895  NAD 83(1986)-  36 58 26.06562(N)    096 14 10.08298(W) AD(       ) 1
 GH0895  NAD 27      -  36 58 25.86697(N)    096 14 09.11473(W) AD(       ) 1
 GH0895
 GH0895.Superseded values are not recommended for survey control.
 GH0895
 GH0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0895.See file dsdata.pdf to determine how the superseded data were derived.
 GH0895
 GH0895_MARKER: DS = TRIANGULATION STATION DISK
 GH0895_SETTING: 80 = SET IN A BOULDER
 GH0895_STAMPING: ARTIL 1962
 GH0895_MARK LOGO: CGS
 GH0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0895+STABILITY: SURFACE MOTION
 GH0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0895+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 GH0895
 GH0895  HISTORY     - Date     Condition        Report By
 GH0895  HISTORY     - 1962     MONUMENTED       CGS
 GH0895  HISTORY     - 20080513 GOOD             AIRDAT
 GH0895
 GH0895                          STATION DESCRIPTION
 GH0895
 GH0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GH0895'STATION IS ON THE HIGHEST PART OF A ROCKY, GRASS COVERED RIDGE,
 GH0895'ABOUT 4-1/2 MILES SOUTHWEST OF CHAUTAUQUA, KANSAS, 3-1/2
 GH0895'MILES SOUTHEAST OF ELGIN, KANSAS, 2 MILES WEST OF STATE
 GH0895'HIGHWAY 99, 1-3/4 MILES SOUTH OF THE KANSAS-OKLAHOMA STATE
 GH0895'LINE AND ON LAND OWNED BY MR. SID SMITH.
 GH0895'
 GH0895'TO REACH THE STATION FROM THE POST OFFICE IN ELGIN, KANSAS,
 GH0895'GO EAST ON THE MAIN STREET FOR 0.05 MILE TO A CROSSROAD.
 GH0895'TURN RIGHT, SOUTH, ON PAVED ROAD, AND GO 0.5 MILE TO A STEEL
 GH0895'BRIDGE.  CROSS BRIDGE AND CONTINUE SOUTHEAST FOR 3.05 MILES
 GH0895'TO A WIRE GATE ON THE LEFT.  TURN LEFT, THROUGH GATE, AND
 GH0895'GO NORTHERLY FOR 0.35 MILE.  (TO REACH THE AZIMUTH MARK,
 GH0895'CONTINUE AHEAD ON THE TRACK ROAD FOR 0.25 MILE TO SOME LARGE
 GH0895'BOULDERS ON THE LEFT AND THE AZIMUTH MARK).  TURN RIGHT,
 GH0895'SOUTHEAST, UP HILL, FOR 0.1 MILE TO THE HIGHEST PART OF
 GH0895'THE RIDGE AND THE STATION.
 GH0895'
 GH0895'STATION MARK IS A STANDARD DISK, STAMPED ARTIL 1962, CEMENTED
 GH0895'IN A DRILL HOLE IN A 6 BY 8 FOOT BOULDER PROJECTING 3 INCHES.
 GH0895'IT IS 69 FEET NORTH OF A 12 INCH OAK TREE AND 9 FEET SOUTHWEST
 GH0895'OF A WITNESS POST.
 GH0895'
 GH0895'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARTIL NO 1
 GH0895'1962, CEMENTED IN A DRILL HOLE IN A 4 BY 8 FOOT BOULDER
 GH0895'FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 GH0895'STATION.
 GH0895'
 GH0895'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARTIL NO 2
 GH0895'1962, CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 4-1/2 FOOT
 GH0895'BOULDER FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME
 GH0895'ELEVATION AS THE STATION.
 GH0895'
 GH0895'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARTIL 1962, CEMENTED
 GH0895'IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER PROJECTING 4 INCHES.
 GH0895'IT IS 28 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD
 GH0895'AND 2.8 FEET SOUTH OF A WITNESS POST.
 GH0895
 GH0895                          STATION RECOVERY (2008)
 GH0895
 GH0895'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1221 ***********************************************************************
 FJ1221  DESIGNATION -  ASHER
 FJ1221  PID         -  FJ1221
 FJ1221  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1221  COUNTRY     -  US
 FJ1221  USGS QUAD   -  PEARSON (2018)
 FJ1221
 FJ1221                         *CURRENT SURVEY CONTROL
 FJ1221  ______________________________________________________________________
 FJ1221* NAD 83(1993) POSITION- 35 00 41.57247(N) 096 54 56.28246(W)   ADJUSTED
 FJ1221* NAVD 88 ORTHO HEIGHT -   339.    (meters)     1112.    (feet) SCALED
 FJ1221  ______________________________________________________________________
 FJ1221  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 FJ1221  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 FJ1221  HORZ ORDER      -  SECOND
 FJ1221
 FJ1221.The horizontal coordinates were established by classical geodetic methods
 FJ1221.and adjusted by the National Geodetic Survey in November 1994.
 FJ1221
 FJ1221.The orthometric height was scaled from a topographic map.
 FJ1221
 FJ1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1221.GEOID18 height accuracy estimate available here.
 FJ1221
 FJ1221.Click photographs - Photos may exist for this station.
 FJ1221
 FJ1221.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1221
 FJ1221. The following values were computed from the NAD 83(1993) position.
 FJ1221
 FJ1221;                    North         East     Units Scale Factor Converg.
 FJ1221;SPC OK S     -   186,687.896   698,970.378   MT  0.99996368   +0 36 55.8
 FJ1221;SPC OK S     -   612,491.87  2,293,205.32   sFT  0.99996368   +0 36 55.8
 FJ1221;UTM  14      - 3,876,309.037   690,189.572   MT  1.00004582   +1 11 46.5
 FJ1221
 FJ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1221!SPC OK S     -   0.99995092  x   0.99996368  =   0.99991460
 FJ1221!UTM  14      -   0.99995092  x   1.00004582  =   0.99999674
 FJ1221
 FJ1221:                Primary Azimuth Mark                     Grid Az
 FJ1221:SPC OK S     -  ASHER AZ MK                              234 18 49.7
 FJ1221:UTM  14      -  ASHER AZ MK                              233 43 59.0
 FJ1221
 FJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9018976309(NAD 83)
 FJ1221
 FJ1221|---------------------------------------------------------------------|
 FJ1221| PID    Reference Object                     Distance      Geod. Az  |
 FJ1221|                                                           dddmmss.s |
 FJ1221| CI0108 ASHER RM 1                           20.223 METERS 05806     |
 FJ1221| EL0834 ASHER MUNICIPAL TANK                APPROX. 2.5 KM 1953710.7 |
 FJ1221| CI0107 ASHER AZ MK                                        2345545.5 |
 FJ1221| CI0109 ASHER RM 2                           20.693 METERS 23825     |
 FJ1221|---------------------------------------------------------------------|
 FJ1221
 FJ1221                          SUPERSEDED SURVEY CONTROL
 FJ1221
 FJ1221  NAD 83(1986)-  35 00 41.57666(N)    096 54 56.26758(W) AD(       ) 2
 FJ1221  NAD 27      -  35 00 41.29476(N)    096 54 55.19128(W) AD(       ) 2
 FJ1221
 FJ1221.Superseded values are not recommended for survey control.
 FJ1221
 FJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1221.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1221
 FJ1221_MARKER: DS = TRIANGULATION STATION DISK
 FJ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1221_STAMPING: ASHER 1957
 FJ1221_MARK LOGO: CGS
 FJ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1221+STABILITY: SURFACE MOTION
 FJ1221
 FJ1221  HISTORY     - Date     Condition        Report By
 FJ1221  HISTORY     - 1957     MONUMENTED       CGS
 FJ1221  HISTORY     - 1969     GOOD             CGS
 FJ1221
 FJ1221                          STATION DESCRIPTION
 FJ1221
 FJ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1221'STATION IS ABOUT 1-1/2 MILES NORTH-NORTHEAST OF ASHER, ON
 FJ1221'THE RIGHT-OF-WAY OF STATE HIGHWAY 18, ADJACENT TO LAND OWNED
 FJ1221'BY ART HERNDON, ON THE HIGHEST POINT AND AT THE NORTHEAST END
 FJ1221'OF A BARE RIDGE AND IN SECTION 7, T 6 N, R 4 E.
 FJ1221'
 FJ1221'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 39 AT
 FJ1221'THE SOUTH EDGE OF ASHER, GO NORTH AND NORTHEAST ON HIGHWAY 18
 FJ1221'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FJ1221'NORTHEAST ON THE HIGHWAY FOR 0.5 MILE TO THE TOP OF THE
 FJ1221'RIDGE AND THE STATION ON THE LEFT, ABOUT 10 FEET ABOVE THE
 FJ1221'HIGHWAY LEVEL.
 FJ1221'
 FJ1221'STATION MARKS ARE STANDARD DISKS, STAMPED ASHER 1957.  THE
 FJ1221'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1221'6 INCHES.  IT IS 433 FEET WEST OF THE CENTER OF A CROSSROADS,
 FJ1221'90 FEET NORTHWEST OF A T-JUNCTION OF FENCE LINES, 49 FEET
 FJ1221'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTHEAST
 FJ1221'OF A RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS SET 2
 FJ1221'FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET
 FJ1221'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ1221'SURFACE.
 FJ1221'
 FJ1221'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ASHER NO 1 1957,
 FJ1221'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 FJ1221'IT IS 366 FEET WEST OF THE CENTER OF THE CROSSROADS, 109
 FJ1221'FEET NORTH OF THE T-JUNCTION OF FENCE LINES, 49 FEET NORTHWEST
 FJ1221'OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE FENCE
 FJ1221'AND ABOUT 2 FEET LOWER THAN THE STATION.
 FJ1221'
 FJ1221'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ASHER NO 2 1957,
 FJ1221'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1221'6 INCHES.  IT IS 501 FEET WEST OF THE CENTER OF THE CROSSROADS,
 FJ1221'117 FEET WEST OF THE T-JUNCTION OF FENCE LINES, 47 FEET
 FJ1221'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTHEAST
 FJ1221'OF THE FENCE.
 FJ1221'
 FJ1221'AZIMUTH MARK IS A STANDARD DISK, STAMPED ASHER 1957, SET
 FJ1221'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1221'6 INCHES.  IT IS LOCATED AT THE NORTHEAST CORNER OF A TRIANGLE
 FJ1221'FORMED BY TWO GRAVELED ROADS AND HIGHWAY 18, 95 FEET SOUTHEAST
 FJ1221'OF A FENCE CORNER, 91 FEET NORTHEAST OF A POWERLINE POLE,
 FJ1221'80 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 59 FEET
 FJ1221'WEST OF THE CENTER OF THE HIGHWAY AND 38 FEET SOUTH OF THE
 FJ1221'CENTER OF AN EAST-WEST ROAD.  A WHITE WITNESS POST WAS SET
 FJ1221'2 FEET SOUTHWEST OF THE MARK.
 FJ1221'
 FJ1221'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ1221
 FJ1221                          STATION RECOVERY (1969)
 FJ1221
 FJ1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1221'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO SEARCH WAS
 FJ1221'MADE FOR THE REFERENCE MARKS OR THE AZIMUTH MARK.
 FJ1221'
 FJ1221'ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0834 ***********************************************************************
 EL0834  DESIGNATION -  ASHER MUNICIPAL TANK
 EL0834  PID         -  EL0834
 EL0834  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0834  COUNTRY     -  US
 EL0834  USGS QUAD   -  ASHER (2018)
 EL0834
 EL0834                         *CURRENT SURVEY CONTROL
 EL0834  ______________________________________________________________________
 EL0834* NAD 83(1993) POSITION- 34 59 22.85003(N) 096 55 23.02563(W)   ADJUSTED
 EL0834  ______________________________________________________________________
 EL0834  GEOID HEIGHT    -        -26.354 (meters)                     GEOID18
 EL0834  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 EL0834  HORZ ORDER      -  THIRD
 EL0834
 EL0834.The horizontal coordinates were established by classical geodetic methods
 EL0834.and adjusted by the National Geodetic Survey in November 1994.
 EL0834
 EL0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0834.GEOID18 height accuracy estimate available here.
 EL0834
 EL0834.Click photographs - Photos may exist for this station.
 EL0834
 EL0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0834
 EL0834. The following values were computed from the NAD 83(1993) position.
 EL0834
 EL0834;                    North         East     Units Scale Factor Converg.
 EL0834;SPC OK S     -   184,254.890   698,318.270   MT  0.99996091   +0 36 40.6
 EL0834;SPC OK S     -   604,509.58  2,291,065.86   sFT  0.99996091   +0 36 40.6
 EL0834;UTM  14      - 3,873,869.351   689,562.091   MT  1.00004289   +1 11 28.8
 EL0834
 EL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8956273869(NAD 83)
 EL0834
 EL0834                          SUPERSEDED SURVEY CONTROL
 EL0834
 EL0834  NAD 83(1986)-  34 59 22.85447(N)    096 55 23.01086(W) AD(       ) 3
 EL0834  NAD 27      -  34 59 22.57329(N)    096 55 21.93402(W) AD(       ) 3
 EL0834
 EL0834.Superseded values are not recommended for survey control.
 EL0834
 EL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0834.See file dsdata.pdf to determine how the superseded data were derived.
 EL0834
 EL0834_MARKER: 53 = ELEVATED TANK
 EL0834
 EL0834  HISTORY     - Date     Condition        Report By
 EL0834  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0834
 EL0834                          STATION DESCRIPTION
 EL0834
 EL0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0834'THE STATION IS IN THE SOUTHWEST EDGE OF ASHER, 0.3 MILE NORTH OF THE
 EL0834'JUNCTION OF STATE HIGHWAYS 18 AND 39 AND ALONG THE WEST SIDE OF
 EL0834'HIGHWAY 18.  IT IS AN ELEVATED TANK, SILVER IN COLOR AND 125 FEET
 EL0834'IN HEIGHT.  THE POINT OBSERVED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0702 ***********************************************************************
 EL0702  DESIGNATION -  ASHLAND
 EL0702  PID         -  EL0702
 EL0702  STATE/COUNTY-  OK/HUGHES
 EL0702  COUNTRY     -  US
 EL0702  USGS QUAD   -  ASHLAND (2018)
 EL0702
 EL0702                         *CURRENT SURVEY CONTROL
 EL0702  ______________________________________________________________________
 EL0702* NAD 83(1993) POSITION- 34 46 13.96057(N) 096 07 10.10561(W)   ADJUSTED
 EL0702* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 EL0702  ______________________________________________________________________
 EL0702  GEOID HEIGHT    -        -28.551 (meters)                     GEOID18
 EL0702  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 EL0702  HORZ ORDER      -  SECOND
 EL0702
 EL0702.The horizontal coordinates were established by classical geodetic methods
 EL0702.and adjusted by the National Geodetic Survey in November 1994.
 EL0702
 EL0702.The orthometric height was scaled from a topographic map.
 EL0702
 EL0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0702.GEOID18 height accuracy estimate available here.
 EL0702
 EL0702.Click photographs - Photos may exist for this station.
 EL0702
 EL0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0702
 EL0702. The following values were computed from the NAD 83(1993) position.
 EL0702
 EL0702;                    North         East     Units Scale Factor Converg.
 EL0702;SPC OK S     -   161,024.449   772,127.560   MT  0.99994121   +1 04 02.7
 EL0702;SPC OK S     -   528,294.38  2,533,221.84   sFT  0.99994121   +1 04 02.7
 EL0702;UTM  14      - 3,851,378.906   763,623.561   MT  1.00045666   +1 38 37.3
 EL0702
 EL0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0702!SPC OK S     -   0.99995973  x   0.99994121  =   0.99990094
 EL0702!UTM  14      -   0.99995973  x   1.00045666  =   1.00041637
 EL0702
 EL0702:                Primary Azimuth Mark                     Grid Az
 EL0702:SPC OK S     -  ASHLAND AZ MK                            229 23 33.7
 EL0702:UTM  14      -  ASHLAND AZ MK                            228 48 59.1
 EL0702
 EL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6362351378(NAD 83)
 EL0702
 EL0702|---------------------------------------------------------------------|
 EL0702| PID    Reference Object                     Distance      Geod. Az  |
 EL0702|                                                           dddmmss.s |
 EL0702| EK1018 MC ALESTER US NAD NW WATER TK       APPROX.22.5 KM 0651929.3 |
 EL0702| EK1019 MC ALESTER US NAD NE WATER TK       APPROX.23.9 KM 0664842.1 |
 EL0702| EK1021 MC ALESTER US NAD SW WATER TK       APPROX.18.9 KM 0685848.4 |
 EL0702| EK1017 MC ALESTER US NAD SE WATER TK       APPROX.20.8 KM 0710925.2 |
 EL0702| CX9603 ASHLAND RM 1                         27.335 METERS 15605     |
 EL0702| CX9604 ASHLAND RM 2                         35.646 METERS 21526     |
 EL0702| CX9602 ASHLAND AZ MK                                      2302736.4 |
 EL0702|---------------------------------------------------------------------|
 EL0702
 EL0702                          SUPERSEDED SURVEY CONTROL
 EL0702
 EL0702  NAD 83(1986)-  34 46 13.96368(N)    096 07 10.09948(W) AD(       ) 2
 EL0702  NAD 27      -  34 46 13.62910(N)    096 07 09.08820(W) AD(       ) 2
 EL0702
 EL0702.Superseded values are not recommended for survey control.
 EL0702
 EL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0702.See file dsdata.pdf to determine how the superseded data were derived.
 EL0702
 EL0702_MARKER: DS = TRIANGULATION STATION DISK
 EL0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0702_STAMPING: ASHLAND 1955
 EL0702_MARK LOGO: CGS
 EL0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0702+STABILITY: SURFACE MOTION
 EL0702
 EL0702  HISTORY     - Date     Condition        Report By
 EL0702  HISTORY     - 1955     MONUMENTED       CGS
 EL0702
 EL0702                          STATION DESCRIPTION
 EL0702
 EL0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0702'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED
 EL0702'HILL ABOUT 17 MILES AIRLINE NORTH-NORTHEAST OF COALGATE,
 EL0702'ABOUT 13 MILES AIRLINE WEST-NORTHWEST OF KIOWA, AND ABOUT
 EL0702'3 MILES AIRLINE WEST OF ASHLAND.
 EL0702'
 EL0702'TO REACH THE STATION FROM THE POST OFFICE IN COALGATE GO
 EL0702'NORTH ON STATE HIGHWAY 31 FOR 5.4 MILES TO A FORK.  TAKE THE
 EL0702'LEFT FORK AND CONTINUE ON STATE HIGHWAY 31 FOR 9.2 MILES TO A
 EL0702'SCHOOL BUILDING ON THE RIGHT.  KEEP STRAIGHT AHEAD, NORTH, AND GO
 EL0702'3.1 MILES TO A BRIDGE.  CROSS OVER THE BRIDGE AND GO 0.4 MILE TO A
 EL0702'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST 1.0 MILE TO A
 EL0702'CROSS ROAD.  TURN RIGHT AND GO NORTH 0.3 MILE TO A GATE ON
 EL0702'THE LEFT.  PASS THROUGH THE GATE AND GO WEST 0.25 MILE
 EL0702'TO A GATE ON THE WEST SIDE OF A HOUSE.  PASS THROUGH
 EL0702'THE GATE AND GO NORTH ON A DIRT ROAD 0.9 MILE TO THE
 EL0702'AZIMUTH MARK AT THE SOUTHWEST EDGE OF A LARGE FIELD.
 EL0702'GO NORTHEAST 0.3 MILE ACROSS THE FIELD TO A FENCE
 EL0702'CORNER.  CROSS THE FENCE AND GO NORTHEAST 0.3 MILE ON A
 EL0702'DIM ROAD TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 EL0702'
 EL0702'THE STATION MARK IS A STANDARD DISK STAMPED ASHLAND 1955 SET
 EL0702'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0702'6 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF A WITNESS
 EL0702'POST.
 EL0702'
 EL0702'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ASHLAND
 EL0702'NO 1 1955 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 EL0702'2 INCHES ABOVE THE GROUND.  IT IS 3 FEET LOWER THAN THE STATION.
 EL0702'
 EL0702'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ASHLAND NO 2
 EL0702'1955 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 EL0702'3 INCHES ABOVE THE GROUND.  IT IS 5 FEET LOWER THAN THE
 EL0702'STATION.
 EL0702'
 EL0702'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ASHLAND 1955
 EL0702'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 EL0702'THE TOP OF THE GROUND.  IT IS 3 FEET NORTHEAST OF A WITNESS
 EL0702'POST, 35 FEET NORTHWEST OF A TRIANGULAR BLAZED 16-INCH OAK
 EL0702'TREE, AND 12 FEET NORTHWEST OF THE CENTERLINE OF A DIM ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0601 ***********************************************************************
 GJ0601  DESIGNATION -  ASHLEY FARMERS CO OP ELEVATOR
 GJ0601  PID         -  GJ0601
 GJ0601  STATE/COUNTY-  OK/ALFALFA
 GJ0601  COUNTRY     -  US
 GJ0601  USGS QUAD   -  ALVA SE (2018)
 GJ0601
 GJ0601                         *CURRENT SURVEY CONTROL
 GJ0601  ______________________________________________________________________
 GJ0601* NAD 83(1997) POSITION- 36 48 15.54433(N) 098 31 28.48853(W)   ADJUSTED
 GJ0601  ______________________________________________________________________
 GJ0601  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 GJ0601  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 GJ0601  HORZ ORDER      -  THIRD
 GJ0601
 GJ0601.The horizontal coordinates were established by classical geodetic methods
 GJ0601.and adjusted by the National Geodetic Survey in October 1998.
 GJ0601
 GJ0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0601.GEOID18 height accuracy estimate available here.
 GJ0601
 GJ0601.Click photographs - Photos may exist for this station.
 GJ0601
 GJ0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0601
 GJ0601. The following values were computed from the NAD 83(1997) position.
 GJ0601
 GJ0601;                    North         East     Units Scale Factor Converg.
 GJ0601;SPC OK N     -   200,327.974   553,186.756   MT  1.00000709   -0 18 34.5
 GJ0601;SPC OK N     -   657,242.69  1,814,913.55   sFT  1.00000709   -0 18 34.5
 GJ0601;UTM  14      - 4,073,270.483   542,409.280   MT  0.99962216   +0 17 05.4
 GJ0601
 GJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4240973270(NAD 83)
 GJ0601
 GJ0601                          SUPERSEDED SURVEY CONTROL
 GJ0601
 GJ0601  NAD 83(1986)-  36 48 15.54852(N)    098 31 28.47658(W) AD(       ) 3
 GJ0601  NAD 27      -  36 48 15.43831(N)    098 31 27.19436(W) AD(       ) 3
 GJ0601
 GJ0601.Superseded values are not recommended for survey control.
 GJ0601
 GJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0601.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0601
 GJ0601_MARKER: 65 = GRAIN ELEVATOR
 GJ0601
 GJ0601  HISTORY     - Date     Condition        Report By
 GJ0601  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0601
 GJ0601                          STATION DESCRIPTION
 GJ0601
 GJ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0601'THE STATION IS LOCATED ABOUT 8.0 MILES EAST OF ALVA AND ABOUT 0.5
 GJ0601'MILE NORTH OF U. S. HIGHWAY 64.  IT IS A LARGE CONCRETE STRUCTURE
 GJ0601'WITH A SMALL HEAD HOUSE ON TOP AND HAS AN OVERALL HEIGHT OF 135
 GJ0601'FEET.
 GJ0601'
 GJ0601'THE CENTER OF THE ELEVATOR WAS OBSERVED.
 GJ0601'
 GJ0601'TO REACH THE STATION FROM THE COURTHOUSE IN ALVA, GO SOUTH FOR 0.4
 GJ0601'MILE TO U. S. HIGHWAY 64, TURN LEFT AND GO EAST FOR 8.0 MILES TO A
 GJ0601'CROSSROAD, TURN LEFT AND GO NORTH FOR 0.5 MILE TO STATION ON LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0997 ***********************************************************************
 EK0997  DESIGNATION -  ATOKA
 EK0997  PID         -  EK0997
 EK0997  STATE/COUNTY-  OK/ATOKA
 EK0997  COUNTRY     -  US
 EK0997  USGS QUAD   -  LANE NW (2019)
 EK0997
 EK0997                         *CURRENT SURVEY CONTROL
 EK0997  ______________________________________________________________________
 EK0997* NAD 83(1993) POSITION- 34 23 57.72766(N) 095 57 39.73372(W)   ADJUSTED
 EK0997* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 EK0997  ______________________________________________________________________
 EK0997  GEOID HEIGHT    -        -29.063 (meters)                     GEOID18
 EK0997  LAPLACE CORR    -         -8.11  (seconds)                    DEFLEC18
 EK0997  HORZ ORDER      -  FIRST
 EK0997
 EK0997.The horizontal coordinates were established by classical geodetic methods
 EK0997.and adjusted by the National Geodetic Survey in November 1994.
 EK0997
 EK0997.The orthometric height was scaled from a topographic map.
 EK0997
 EK0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0997.GEOID18 height accuracy estimate available here.
 EK0997
 EK0997.Click photographs - Photos may exist for this station.
 EK0997
 EK0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0997
 EK0997. The following values were computed from the NAD 83(1993) position.
 EK0997
 EK0997;                    North         East     Units Scale Factor Converg.
 EK0997;SPC OK S     -   120,141.320   787,459.243   MT  0.99994112   +1 09 26.5
 EK0997;SPC OK S     -   394,163.65  2,583,522.53   sFT  0.99994112   +1 09 26.5
 EK0997;UTM  15      - 3,810,414.500   227,796.799   MT  1.00051341   -1 40 26.0
 EK0997;UTM  14      - 3,810,626.674   779,369.197   MT  1.00056214   +1 43 04.8
 EK0997
 EK0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0997!SPC OK S     -   0.99996703  x   0.99994112  =   0.99990815
 EK0997!UTM  15      -   0.99996703  x   1.00051341  =   1.00048042
 EK0997!UTM  14      -   0.99996703  x   1.00056214  =   1.00052915
 EK0997
 EK0997:                Primary Azimuth Mark                     Grid Az
 EK0997:SPC OK S     -  LONG                                     099 58 07.9
 EK0997:UTM  15      -  LONG                                     102 48 00.4
 EK0997:UTM  14      -  LONG                                     099 24 29.6
 EK0997
 EK0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU2779610414(NAD 83)
 EK0997
 EK0997|---------------------------------------------------------------------|
 EK0997| PID    Reference Object                     Distance      Geod. Az  |
 EK0997|                                                           dddmmss.s |
 EK0997| CX9622 ATOKA RM 2                           40.192 METERS 05109     |
 EK0997| EK0994 LONG                                APPROX.16.1 KM 1010734.4 |
 EK0997| CX9621 ATOKA RM 1                           26.328 METERS 32027     |
 EK0997|---------------------------------------------------------------------|
 EK0997
 EK0997                          SUPERSEDED SURVEY CONTROL
 EK0997
 EK0997  NAD 83(1986)-  34 23 57.73354(N)    095 57 39.72678(W) AD(       ) 1
 EK0997  NAD 27      -  34 23 57.39300(N)    095 57 38.76800(W) AD(       ) 1
 EK0997
 EK0997.Superseded values are not recommended for survey control.
 EK0997
 EK0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0997.See file dsdata.pdf to determine how the superseded data were derived.
 EK0997
 EK0997_MARKER: DS = TRIANGULATION STATION DISK
 EK0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0997_STAMPING: ATOKA 1935
 EK0997_MARK LOGO: CGS
 EK0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0997+STABILITY: SURFACE MOTION
 EK0997
 EK0997  HISTORY     - Date     Condition        Report By
 EK0997  HISTORY     - 1935     MONUMENTED       CGS
 EK0997  HISTORY     - 1955     GOOD             CGS
 EK0997
 EK0997                          STATION DESCRIPTION
 EK0997
 EK0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0997'STATION IS LOCATED IN OAK WOODLAND, 9-1/2 MILES E OF ATOKA,
 EK0997'8-1/2 MILES N OF LANE, IN THE SW CORNER OF THE NE 1/4 OF SEC.
 EK0997'8, T 2 S, R 13 E., ON LAND BELIEVED TO BE OWNED BY A MR. ARCHER
 EK0997'OF TULSA, OKLAHOMA.  THE STATION MARK IS 24 FEET SE OF THE
 EK0997'CENTER LINE OF WOODS ROAD AT ABOUT THE CENTER OF CURVE TO N,
 EK0997'36.2 FEET E OF A 12-INCH OAK WITH TRIANGLE BLAZE.  THE MARK
 EK0997'PROJECTS 3 INCHES.
 EK0997'
 EK0997'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EK0997'DISKS SET IN CONCRETE AS DESCRIBED.
 EK0997'
 EK0997'REFERENCE MARK NO. 1 IS NW OF THE STATION, 58 FEET NW OF THE
 EK0997'CENTER LINE OF WOODS ROAD, 66 FEET NNW OF A 12-INCH OAK
 EK0997'WITH TRIANGLE BLAZE.  THE MARK PROJECTS 3 INCHES.
 EK0997'
 EK0997'REFERENCE MARK NO. 2 IS NE OF THE STATION, 50 FEET E OF THE
 EK0997'CENTER LINE OF ROAD.  THE MARK PROJECTS 3 INCHES.
 EK0997'
 EK0997'DISTANCE BETWEEN REFERENCE MARKS IS 158.55 FEET.
 EK0997'
 EK0997'NO AZIMUTH MARK WAS SET.
 EK0997'
 EK0997'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 73,
 EK0997'AND STATE HIGHWAY 19 IN ATOKA, GO E 6.8 MILES TO CROSSROADS
 EK0997'AND SAWMILL ON N, TURN N ON DIRT ROAD AND GO 1.55 MILES TO
 EK0997'CROSSROADS, THENCE E 1.0 MILE TO TURN N, 0.35 MILE TO TURN
 EK0997'NE AT EDGE OF WOODS, THENCE BEAR RIGHT, NE, 1.15 MILES TO
 EK0997'CREEK, CROSS CREEK AND GO 1.0 MILE TO FORKS, TAKE LEFT FORK AND
 EK0997'GO 2.8 MILES TO HOUSE AND GATE, GO THROUGH GATE AND TAKE RIGHT
 EK0997'FORK FOR 0.55 MILE TO WIRE GATE.  CONTINUE THROUGH GATE 0.5
 EK0997'MILE TO FORKS, TAKE RIGHT FORK 0.5 MILE TO FENCE GATE,
 EK0997'CONTINUE 0.1 MILE TO 12-INCH OAK WITH TRIANGLE BLAZE AND
 EK0997'STATION ON RIGHT.
 EK0997'
 EK0997'ALL LIGHTS COME INTO VIEW AT 52 FEET.
 EK0997
 EK0997                          STATION RECOVERY (1955)
 EK0997
 EK0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK0997'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 EK0997'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 EK0997'
 EK0997'THE STATION IS LOCATED AIRLINE, ABOUT 9-1/2 MILES EAST OF
 EK0997'ATOKA AND ABOUT 12 MILES SOUTHEAST OF STRINGTOWN ALONG THE
 EK0997'SOUTHEAST SIDE OF A TRACK ROAD IN OAK TREE COVERED, LOW,
 EK0997'ROLLING HILLS.
 EK0997'
 EK0997'THE STATION IS A STANDARD DISK STAMPED ATOKA 1935 SET IN TOP
 EK0997'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 EK0997'INCHES ABOVE THE GROUND.  IT IS 24 FEET SOUTHEAST OF THE
 EK0997'CENTER LINE OF A TRACK ROAD AND 7 FEET WEST-NORTHWEST OF A
 EK0997'WHITE WITNESS POST.
 EK0997'
 EK0997'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ATOKA NO
 EK0997'1 1935 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 EK0997'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 EK0997'ELEVATION AS THE STATION.  IT IS 58 FEET NORTHWEST OF THE CENTER
 EK0997'LINE OF A TRACK ROAD.
 EK0997'
 EK0997'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ATOKA
 EK0997'NO 2 1935 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EK0997'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EK0997'THE SAME ELEVATION AS THE STATION.  IT IS 50 FEET EAST OF THE
 EK0997'CENTER LINE OF THE TRACK ROAD.
 EK0997'
 EK0997'TO REACH THE STATION FROM THE RAILROAD TRACK CROSSING ABOUT
 EK0997'0.1 MILE NORTH OF THE RAILROAD DEPOT IN SPRINGTOWN, GO EAST AND
 EK0997'NORTHEAST ON THE PAVED ROAD FOR 0.6 MILE.  TAKE THE RIGHT
 EK0997'FORK AND GO EAST AND SOUTH FOR 0.8 MILE, TURN LEFT AND GO
 EK0997'EAST AND SOUTH FOR 1.4 MILES, TURN LEFT AND FOLLOW THE MAIN
 EK0997'TRAVELED ROAD EASTERLY FOR 3.1 MILES, TAKE THE RIGHT FORK
 EK0997'AT A LARGE MAIL BOX AND GO SOUTH FOR 1.4 MILES, TAKE THE LEFT
 EK0997'FORK STRAIGHT AHEAD FOR 0.4 MILE, TAKE THE RIGHT FORK AND
 EK0997'CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 1.5 MILES TO A
 EK0997'T-ROAD JUST AFTER PASSING OVER A CATTLE GUARD, TURN RIGHT
 EK0997'AND GO SOUTH-SOUTHWESTERLY FOR 1.0 MILE, PASS THROUGH THE
 EK0997'GATE WHICH IS JUST NORTH OF SOME RANCH BUILDINGS AND GO
 EK0997'SOUTHERLY PASSING THROUGH A BOARD GATE AND A WIRE GATE
 EK0997'FOR 0.9 MILE TO A FAINT TRACK ROAD LEFT AT THE SOUTHWEST
 EK0997'CORNER OF A GRASSY OPENING.  TURN SHARP LEFT AND FOLLOW
 EK0997'THE TRACK ROAD EASTERLY FOR 0.15 MILE, TAKE THE LEFT FORK
 EK0997'AND FOLLOW THE TRACK ROAD EASTERLY FOR 0.6 MILE TO A WHITE
 EK0997'WITNESS POST ON THE RIGHT, SOUTHEAST SIDE AND THE STATION.
 EK0997'
 EK0997'ALL LIGHTS VISIBLE AT 52 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0732 ***********************************************************************
 EL0732  DESIGNATION -  ATOKA EAST MUNICIPAL TANK
 EL0732  PID         -  EL0732
 EL0732  STATE/COUNTY-  OK/ATOKA
 EL0732  COUNTRY     -  US
 EL0732  USGS QUAD   -  LEHIGH (2019)
 EL0732
 EL0732                         *CURRENT SURVEY CONTROL
 EL0732  ______________________________________________________________________
 EL0732* NAD 83(1993) POSITION- 34 23 05.68102(N) 096 07 54.95089(W)   ADJUSTED
 EL0732  ______________________________________________________________________
 EL0732  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 EL0732  LAPLACE CORR    -         -9.02  (seconds)                    DEFLEC18
 EL0732  HORZ ORDER      -  THIRD
 EL0732
 EL0732.The horizontal coordinates were established by classical geodetic methods
 EL0732.and adjusted by the National Geodetic Survey in November 1994.
 EL0732
 EL0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0732.GEOID18 height accuracy estimate available here.
 EL0732
 EL0732.Click photographs - Photos may exist for this station.
 EL0732
 EL0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0732
 EL0732. The following values were computed from the NAD 83(1993) position.
 EL0732
 EL0732;                    North         East     Units Scale Factor Converg.
 EL0732;SPC OK S     -   118,233.866   771,779.084   MT  0.99994196   +1 03 37.3
 EL0732;SPC OK S     -   387,905.61  2,532,078.54   sFT  0.99994196   +1 03 37.3
 EL0732;UTM  14      - 3,808,564.755   763,699.557   MT  1.00045723   +1 37 14.4
 EL0732
 EL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6369908564(NAD 83)
 EL0732
 EL0732                          SUPERSEDED SURVEY CONTROL
 EL0732
 EL0732  NAD 83(1986)-  34 23 05.68650(N)    096 07 54.94298(W) AD(       ) 3
 EL0732  NAD 27      -  34 23 05.34200(N)    096 07 53.96600(W) AD(       ) 3
 EL0732
 EL0732.Superseded values are not recommended for survey control.
 EL0732
 EL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0732.See file dsdata.pdf to determine how the superseded data were derived.
 EL0732
 EL0732_MARKER: 53 = ELEVATED TANK
 EL0732
 EL0732  HISTORY     - Date     Condition        Report By
 EL0732  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0732
 EL0732                          STATION DESCRIPTION
 EL0732
 EL0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0732'THE TANK IS LOCATED IN THE SOUTHWEST PART OF ATOKA AT THE
 EL0732'WEST END OF 2 ND STREET.
 EL0732'
 EL0732'THE TANK IS A LARGE STEEL TANK, PAINTED BLACK MOUNTED ON
 EL0732'A FOUR LEGGED STEEL STRUCTURE.  THE TOP OF THE TANK IS CONICAL
 EL0732'SHAPED.  THE BALL ON TOP OF THE TANK WAS INTERSECTED.  IT
 EL0732'IS ABOUT 75 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0721 ***********************************************************************
 EL0721  DESIGNATION -  ATOKA RAILROAD WATER TANK
 EL0721  PID         -  EL0721
 EL0721  STATE/COUNTY-  OK/ATOKA
 EL0721  COUNTRY     -  US
 EL0721  USGS QUAD   -  STRINGTOWN (2019)
 EL0721
 EL0721                         *CURRENT SURVEY CONTROL
 EL0721  ______________________________________________________________________
 EL0721* NAD 83(1993) POSITION- 34 23 11.15247(N) 096 07 17.57189(W)   ADJUSTED
 EL0721  ______________________________________________________________________
 EL0721  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 EL0721  LAPLACE CORR    -         -8.93  (seconds)                    DEFLEC18
 EL0721  HORZ ORDER      -  THIRD
 EL0721
 EL0721.The horizontal coordinates were established by classical geodetic methods
 EL0721.and adjusted by the National Geodetic Survey in November 1994.
 EL0721
 EL0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0721.GEOID18 height accuracy estimate available here.
 EL0721
 EL0721.Click photographs - Photos may exist for this station.
 EL0721
 EL0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0721
 EL0721. The following values were computed from the NAD 83(1993) position.
 EL0721
 EL0721;                    North         East     Units Scale Factor Converg.
 EL0721;SPC OK S     -   118,420.141   772,730.616   MT  0.99994187   +1 03 58.5
 EL0721;SPC OK S     -   388,516.75  2,535,200.36   sFT  0.99994187   +1 03 58.5
 EL0721;UTM  14      - 3,808,760.429   764,649.713   MT  1.00046342   +1 37 35.8
 EL0721
 EL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6464908760(NAD 83)
 EL0721
 EL0721                          SUPERSEDED SURVEY CONTROL
 EL0721
 EL0721  NAD 83(1986)-  34 23 11.15791(N)    096 07 17.56401(W) AD(       ) 3
 EL0721  NAD 27      -  34 23 10.81600(N)    096 07 16.58100(W) AD(       ) 3
 EL0721
 EL0721.Superseded values are not recommended for survey control.
 EL0721
 EL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0721.See file dsdata.pdf to determine how the superseded data were derived.
 EL0721
 EL0721_MARKER: 53 = ELEVATED TANK
 EL0721
 EL0721  HISTORY     - Date     Condition        Report By
 EL0721  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0721
 EL0721                          STATION DESCRIPTION
 EL0721
 EL0721'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1019 ***********************************************************************
 GH1019  DESIGNATION -  ATT MAST 8 MI SE PONCA CITY
 GH1019  PID         -  GH1019
 GH1019  STATE/COUNTY-  OK/OSAGE
 GH1019  COUNTRY     -  US
 GH1019  USGS QUAD   -  CHARLEY CREEK WEST (2018)
 GH1019
 GH1019                         *CURRENT SURVEY CONTROL
 GH1019  ______________________________________________________________________
 GH1019* NAD 83(1997) POSITION- 36 39 10.62857(N) 096 57 01.86440(W)   ADJUSTED
 GH1019  ______________________________________________________________________
 GH1019  GEOID HEIGHT    -        -28.819 (meters)                     GEOID18
 GH1019  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 GH1019  HORZ ORDER      -  THIRD
 GH1019
 GH1019.The horizontal coordinates were established by classical geodetic methods
 GH1019.and adjusted by the National Geodetic Survey in October 1998.
 GH1019
 GH1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1019.GEOID18 height accuracy estimate available here.
 GH1019
 GH1019.Click photographs - Photos may exist for this station.
 GH1019
 GH1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1019
 GH1019. The following values were computed from the NAD 83(1997) position.
 GH1019
 GH1019;                    North         East     Units Scale Factor Converg.
 GH1019;SPC OK N     -   183,911.365   693,835.408   MT  0.99998123   +0 37 09.7
 GH1019;SPC OK N     -   603,382.54  2,276,358.33   sFT  0.99998123   +0 37 09.7
 GH1019;UTM  14      - 4,058,330.760   683,191.596   MT  1.00001346   +1 13 25.7
 GH1019
 GH1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8319158330(NAD 83)
 GH1019
 GH1019                          SUPERSEDED SURVEY CONTROL
 GH1019
 GH1019  NAD 83(1993)-  36 39 10.62888(N)    096 57 01.86409(W) AD(       ) 3
 GH1019  NAD 83(1986)-  36 39 10.64091(N)    096 57 01.85208(W) AD(       ) 3
 GH1019  NAD 27      -  36 39 10.49733(N)    096 57 00.72113(W) AD(       ) 3
 GH1019
 GH1019.Superseded values are not recommended for survey control.
 GH1019
 GH1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1019.See file dsdata.pdf to determine how the superseded data were derived.
 GH1019
 GH1019_MARKER: 44 = MICROWAVE MAST
 GH1019
 GH1019  HISTORY     - Date     Condition        Report By
 GH1019  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH1019
 GH1019                          STATION DESCRIPTION
 GH1019
 GH1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1019'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PONCA CITY,
 GH1019'12-1/2 MILES NORTHEAST OF MARLAND AND ABOUT 12-1/2 MILES
 GH1019'SOUTHWEST OF BURBANK, ON THE HIGHEST POINT IN THE IMMEDIATE
 GH1019'VICINITY.
 GH1019'
 GH1019'IT IS A FOUR-LEGGED STEEL STRUCTURE, APPROXIMATELY 227 FEET
 GH1019'HIGH, WITH FOUR REFLECTORS ON TOP.  THE POINT INTERSECTED
 GH1019'WAS THE APPARENT CENTER OF THE TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0869 ***********************************************************************
 EL0869  DESIGNATION -  ATT TV RELAY TOWER KKH 70
 EL0869  PID         -  EL0869
 EL0869  STATE/COUNTY-  OK/MCCLAIN
 EL0869  COUNTRY     -  US
 EL0869  USGS QUAD   -  WAYNE (2018)
 EL0869
 EL0869                         *CURRENT SURVEY CONTROL
 EL0869  ______________________________________________________________________
 EL0869* NAD 83(1993) POSITION- 34 56 05.57088(N) 097 21 55.35441(W)   ADJUSTED
 EL0869  ______________________________________________________________________
 EL0869  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 EL0869  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 EL0869  HORZ ORDER      -  THIRD
 EL0869
 EL0869.The horizontal coordinates were established by classical geodetic methods
 EL0869.and adjusted by the National Geodetic Survey in November 1994.
 EL0869
 EL0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0869.GEOID18 height accuracy estimate available here.
 EL0869
 EL0869.Click photographs - Photos may exist for this station.
 EL0869
 EL0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0869
 EL0869. The following values were computed from the NAD 83(1993) position.
 EL0869
 EL0869;                    North         East     Units Scale Factor Converg.
 EL0869;SPC OK S     -   177,833.437   657,976.489   MT  0.99995461   +0 21 36.8
 EL0869;SPC OK S     -   583,441.87  2,158,711.20   sFT  0.99995461   +0 21 36.8
 EL0869;UTM  14      - 3,867,041.304   649,287.228   MT  0.99987468   +0 56 10.4
 EL0869
 EL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4928767041(NAD 83)
 EL0869
 EL0869                          SUPERSEDED SURVEY CONTROL
 EL0869
 EL0869  NAD 83(1986)-  34 56 05.57669(N)    097 21 55.33935(W) AD(       ) 3
 EL0869  NAD 27      -  34 56 05.30465(N)    097 21 54.23557(W) AD(       ) 3
 EL0869
 EL0869.Superseded values are not recommended for survey control.
 EL0869
 EL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0869.See file dsdata.pdf to determine how the superseded data were derived.
 EL0869
 EL0869_MARKER: 43 = RADIO/TV TOWER
 EL0869
 EL0869  HISTORY     - Date     Condition        Report By
 EL0869  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0869
 EL0869                          STATION DESCRIPTION
 EL0869
 EL0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0869'THE STATION IS ABOUT 3 MILES NORTHWEST OF WAYNE, ON THE
 EL0869'HIGHEST POINT OF A PROMINENT HILL.
 EL0869'
 EL0869'IT IS THE PROPERTY OF THE AMERICAN TELEPHONE AND TELEGRAPH
 EL0869'COMPANY, GREY IN COLOR, 150 FEET HIGH.  IT IS A FOUR LEGGED
 EL0869'STEEL STRUCTURE HAVING FOUR TELEVISION REFLECTORS AT THE TOP.
 EL0869'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1029 ***********************************************************************
 FJ1029  DESIGNATION -  ATT TV RELAY TOWER KKH 71
 FJ1029  PID         -  FJ1029
 FJ1029  STATE/COUNTY-  OK/MCCLAIN
 FJ1029  COUNTRY     -  US
 FJ1029  USGS QUAD   -  NEWCASTLE (2018)
 FJ1029
 FJ1029                         *CURRENT SURVEY CONTROL
 FJ1029  ______________________________________________________________________
 FJ1029* NAD 83(1993) POSITION- 35 12 06.49076(N) 097 36 02.75006(W)   ADJUSTED
 FJ1029  ______________________________________________________________________
 FJ1029  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 FJ1029  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 FJ1029  HORZ ORDER      -  THIRD
 FJ1029
 FJ1029.The horizontal coordinates were established by classical geodetic methods
 FJ1029.and adjusted by the National Geodetic Survey in November 1994.
 FJ1029
 FJ1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1029.GEOID18 height accuracy estimate available here.
 FJ1029
 FJ1029.Click photographs - Photos may exist for this station.
 FJ1029
 FJ1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1029
 FJ1029. The following values were computed from the NAD 83(1993) position.
 FJ1029
 FJ1029;                    North         East     Units Scale Factor Converg.
 FJ1029;SPC OK S     -   207,335.101   636,355.512   MT  0.99999392   +0 13 35.8
 FJ1029;SPC OK S     -   680,231.91  2,087,776.38   sFT  0.99999392   +0 13 35.8
 FJ1029;UTM  14      - 3,896,319.293   627,372.623   MT  0.99979994   +0 48 24.2
 FJ1029
 FJ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2737296319(NAD 83)
 FJ1029
 FJ1029                          SUPERSEDED SURVEY CONTROL
 FJ1029
 FJ1029  NAD 83(1986)-  35 12 06.49729(N)    097 36 02.73412(W) AD(       ) 3
 FJ1029  NAD 27      -  35 12 06.26197(N)    097 36 01.59860(W) AD(       ) 3
 FJ1029
 FJ1029.Superseded values are not recommended for survey control.
 FJ1029
 FJ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1029.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1029
 FJ1029_MARKER: 43 = RADIO/TV TOWER
 FJ1029
 FJ1029  HISTORY     - Date     Condition        Report By
 FJ1029  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1029
 FJ1029                          STATION DESCRIPTION
 FJ1029
 FJ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1029'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF BLANCHARD,
 FJ1029'8.0 MILES WEST OF NORMAN, IN SECTION 3, T 8 N, R 4 W.
 FJ1029'
 FJ1029'IT IS THE PROPERTY OF AMERICAN TELEPHONE AND TELEGRAPH COMPANY,
 FJ1029'GREY IN COLOR, 60 FEET IN HEIGHT, FOUR-LEGGED SKELETON STRUCTURE
 FJ1029'WITH FOUR TELEVISION REFLECTORS AT THE TOP.  THE POINT INTERSECTED
 FJ1029'WAS THE TOP-CENTER OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0707 ***********************************************************************
 GH0707  DESIGNATION -  AUBURN
 GH0707  PID         -  GH0707
 GH0707  STATE/COUNTY-  OK/NOBLE
 GH0707  COUNTRY     -  US
 GH0707  USGS QUAD   -  MORRISON (2018)
 GH0707
 GH0707                         *CURRENT SURVEY CONTROL
 GH0707  ______________________________________________________________________
 GH0707* NAD 83(1993) POSITION- 36 17 24.57852(N) 097 04 36.41016(W)   ADJUSTED
 GH0707* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 GH0707  ______________________________________________________________________
 GH0707  GEOID HEIGHT    -        -28.427 (meters)                     GEOID18
 GH0707  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GH0707  HORZ ORDER      -  THIRD
 GH0707
 GH0707.The horizontal coordinates were established by classical geodetic methods
 GH0707.and adjusted by the National Geodetic Survey in November 1994.
 GH0707
 GH0707.The orthometric height was scaled from a topographic map.
 GH0707
 GH0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0707.GEOID18 height accuracy estimate available here.
 GH0707
 GH0707.Click photographs - Photos may exist for this station.
 GH0707
 GH0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0707
 GH0707. The following values were computed from the NAD 83(1993) position.
 GH0707
 GH0707;                    North         East     Units Scale Factor Converg.
 GH0707;SPC OK N     -   143,541.874   682,929.278   MT  0.99994769   +0 32 41.4
 GH0707;SPC OK N     -   470,936.96  2,240,577.14   sFT  0.99994769   +0 32 41.4
 GH0707;UTM  14      - 4,017,848.278   672,707.795   MT  0.99996752   +1 08 18.9
 GH0707
 GH0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0707!SPC OK N     -   0.99995783  x   0.99994769  =   0.99990552
 GH0707!UTM  14      -   0.99995783  x   0.99996752  =   0.99992535
 GH0707
 GH0707:                Primary Azimuth Mark                     Grid Az
 GH0707:SPC OK N     -  AUBURN AZ MK                             093 07 40.5
 GH0707:UTM  14      -  AUBURN AZ MK                             092 32 03.0
 GH0707
 GH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7270717848(NAD 83)
 GH0707
 GH0707|---------------------------------------------------------------------|
 GH0707| PID    Reference Object                     Distance      Geod. Az  |
 GH0707|                                                           dddmmss.s |
 GH0707| GH0706 MORRISON MUNICIPAL TANK             APPROX. 6.4 KM 0793648.1 |
 GH0707| CL4220 AUBURN RM 1                          10.850 METERS 08821     |
 GH0707| CL4219 AUBURN AZ MK                                       0934021.9 |
 GH0707| GH0708 TT 11 A 25                           29.955 METERS 17156     |
 GH0707| CL4221 AUBURN RM 2                          29.517 METERS 17633     |
 GH0707|---------------------------------------------------------------------|
 GH0707
 GH0707                          SUPERSEDED SURVEY CONTROL
 GH0707
 GH0707  NAD 83(1986)-  36 17 24.58927(N)    097 04 36.39588(W) AD(       ) 3
 GH0707  NAD 27      -  36 17 24.42116(N)    097 04 35.25325(W) AD(       ) 3
 GH0707
 GH0707.Superseded values are not recommended for survey control.
 GH0707
 GH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0707.See file dsdata.pdf to determine how the superseded data were derived.
 GH0707
 GH0707_MARKER: DS = TRIANGULATION STATION DISK
 GH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0707_STAMPING: AUBURN 1963
 GH0707_MARK LOGO: CGS
 GH0707_PROJECTION: FLUSH
 GH0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0707+STABILITY: SURFACE MOTION
 GH0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0707+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 GH0707
 GH0707  HISTORY     - Date     Condition        Report By
 GH0707  HISTORY     - 1963     MONUMENTED       CGS
 GH0707  HISTORY     - 20041025 GOOD             OKDOT
 GH0707  HISTORY     - 20101209 GOOD             INDIV
 GH0707
 GH0707                          STATION DESCRIPTION
 GH0707
 GH0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0707'THE STATION IS ABOUT 12 MILES EAST OF PERRY, 4 MILES WEST
 GH0707'OF MORRISON, 3 MILES SOUTHEAST OF SUMNER, 0.5 MILE WEST OF THE
 GH0707'JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 40 AND ON
 GH0707'HIGHWAY RIGHT-OF-WAY PROPERTY.
 GH0707'
 GH0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GH0707'AND STATE HIGHWAY 40, WHICH IS 12-1/2 MILES NORTH OF STILLWATER, GO
 GH0707'WEST ON U.S. HIGHWAY 64 FOR 0.1 MILE TO THE AZIMUTH MARK
 GH0707'ON THE LEFT.  CONTINUE AHEAD, WEST, ON THE HIGHWAY FOR 0.4
 GH0707'MILE TO THE STATION ON THE RIGHT.
 GH0707'
 GH0707'THE STATION MARK IS A STANDARD DISK, STAMPED AUBURN 1963,
 GH0707'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0707'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH OF THE
 GH0707'CENTERLINE OF U.S. HIGHWAY 64, 182.5 FEET NORTH OF THE NORTHWEST
 GH0707'CORNER OF A BARN, 5.2 FEET WEST OF A T-JUNCTION OF FENCE
 GH0707'LINES, 3.8 FEET SOUTH OF A FENCE AND 4 FEET SOUTHWEST OF
 GH0707'A WITNESS POST.
 GH0707'
 GH0707'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AUBURN NO 1 1963,
 GH0707'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0707'WITH THE GROUND SURFACE.  IT IS 46.5 FEET NORTH OF THE
 GH0707'CENTERLINE OF THE HIGHWAY, 32.7 FEET EAST OF THE T-JUNCTION
 GH0707'OF FENCE LINES, 1.0 FOOT SOUTH OF THE FENCE AND ABOUT THE
 GH0707'SAME ELEVATION AS THE STATION.
 GH0707'
 GH0707'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AUBURN NO 2
 GH0707'1963, IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0707'FLUSH WITH THE GROUND SURFACE.  IT IS 88.1 FEET NORTH OF
 GH0707'THE NORTHWEST CORNER OF THE BARN, 116 FEET EAST OF THE CENTERLINE
 GH0707'OF A FARM DRIVEWAY, 48.4 FEET SOUTH OF THE CENTERLINE OF
 GH0707'THE HIGHWAY, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME
 GH0707'ELEVATION AS THE STATION.
 GH0707'
 GH0707'TT 11 A 25 IS A COAST AND GEODETIC SURVEY AND OKLAHOMA STATE
 GH0707'SURVEY BRONZE DISK, STAMPED TT 11 A 25 1934, IT IS SET IN TOP
 GH0707'OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GH0707'IT IS 123.5 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY,
 GH0707'87 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, 48.5
 GH0707'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IN THE
 GH0707'FENCELINE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GH0707'
 GH0707'AZIMUTH MARK IS A STANDARD DISK, STAMPED AUBURN 1963, IT
 GH0707'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GH0707'SURFACE.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GH0707'1.7 FEET WEST OF A GATE POST, 1 FOOT NORTH OF A FENCE AND 2.2
 GH0707'FEET EAST OF A WITNESS POST.
 GH0707
 GH0707                          STATION RECOVERY (2004)
 GH0707
 GH0707'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GH0707'RECOVERED IN GOOD CONDITION.
 GH0707
 GH0707                          STATION RECOVERY (2010)
 GH0707
 GH0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0707'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1048 ***********************************************************************
 GH1048  CBN         -  This is a Cooperative Base Network Control Station.
 GH1048  DESIGNATION -  AUG
 GH1048  PID         -  GH1048
 GH1048  STATE/COUNTY-  OK/PAWNEE
 GH1048  COUNTRY     -  US
 GH1048  USGS QUAD   -  MASHAM (2018)
 GH1048
 GH1048                         *CURRENT SURVEY CONTROL
 GH1048  ______________________________________________________________________
 GH1048* NAD 83(2011) POSITION- 36 24 21.79107(N) 096 52 15.12656(W)   ADJUSTED
 GH1048* NAD 83(2011) ELLIP HT-   290.339 (meters)        (06/27/12)   ADJUSTED
 GH1048* NAD 83(2011) EPOCH   -  2010.00
 GH1048* NAVD 88 ORTHO HEIGHT -   318.9   (meters)     1046.    (feet) GPS OBS
 GH1048  ______________________________________________________________________
 GH1048  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH1048  GEOID HEIGHT    -        -28.465 (meters)                     GEOID96
 GH1048  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 GH1048  NAD 83(2011) X  -   -614,863.330 (meters)                     COMP
 GH1048  NAD 83(2011) Y  - -5,102,708.571 (meters)                     COMP
 GH1048  NAD 83(2011) Z  -  3,764,721.539 (meters)                     COMP
 GH1048  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 GH1048
 GH1048  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1048  Standards:
 GH1048         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1048            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1048  -------------------------------------------------------------------
 GH1048  NETWORK    2.65   4.98           1.24   0.85   2.54      0.01796015
 GH1048  -------------------------------------------------------------------
 GH1048  Click here for local accuracies and other accuracy information.
 GH1048
 GH1048.The horizontal coordinates were established by GPS observations
 GH1048.and adjusted by the National Geodetic Survey in June 2012.
 GH1048
 GH1048.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1048.been affixed to the stable North American tectonic plate. See 
 GH1048.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1048
 GH1048.The horizontal coordinates are valid at the epoch date displayed above
 GH1048.which is a decimal equivalence of Year/Month/Day.
 GH1048
 GH1048.The orthometric height was determined by GPS observations and a
 GH1048.high-resolution geoid model.
 GH1048
 GH1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1048.GEOID18 height accuracy estimate available here.
 GH1048
 GH1048.Click photographs - Photos may exist for this station.
 GH1048
 GH1048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1048
 GH1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1048
 GH1048.The ellipsoidal height was determined by GPS observations
 GH1048.and is referenced to NAD 83.
 GH1048
 GH1048. The following values were computed from the NAD 83(2011) position.
 GH1048
 GH1048;                    North         East     Units Scale Factor Converg.
 GH1048;SPC OK N     -   156,595.918   701,275.267   MT  0.99995405   +0 39 58.9
 GH1048;SPC OK N     -   513,765.11  2,300,767.27   sFT  0.99995405   +0 39 58.9
 GH1048;UTM  14      - 4,031,093.098   690,918.123   MT  1.00004911   +1 15 50.5
 GH1048
 GH1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1048!SPC OK N     -   0.99995444  x   0.99995405  =   0.99990849
 GH1048!UTM  14      -   0.99995444  x   1.00004911  =   1.00000354
 GH1048
 GH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9091831093(NAD 83)
 GH1048
 GH1048                          SUPERSEDED SURVEY CONTROL
 GH1048
 GH1048  NAD 83(2007)-  36 24 21.79109(N)    096 52 15.12720(W) AD(2002.00) 0
 GH1048  ELLIP H (02/10/07)  290.356  (m)                       GP(2002.00)    
 GH1048  ELLIP H (04/16/01)  290.354  (m)                       GP(       ) 4 2
 GH1048  NAD 83(1993)-  36 24 21.79086(N)    096 52 15.12705(W) AD(       ) B
 GH1048  ELLIP H (05/09/94)  290.410  (m)                       GP(       ) 4 2
 GH1048  NAVD 88 (01/13/95)  318.9    (m)  UNKNOWN  model used  GPS OBS        
 GH1048  NAVD 88 (05/09/94)  318.9    (m)  GEOID93  model used  GPS OBS        
 GH1048
 GH1048.Superseded values are not recommended for survey control.
 GH1048
 GH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1048.See file dsdata.pdf to determine how the superseded data were derived.
 GH1048
 GH1048_MARKER: DH = HORIZONTAL CONTROL DISK
 GH1048_SETTING: 66 = SET IN ROCK OUTCROP
 GH1048_STAMPING: AUG 1993
 GH1048_MARK LOGO: NGS
 GH1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1048+STABILITY: POSITION/ELEVATION WELL
 GH1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1048+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH1048
 GH1048  HISTORY     - Date     Condition        Report By
 GH1048  HISTORY     - 1993     MONUMENTED       NGS
 GH1048  HISTORY     - 20030926 GOOD             OKDOT
 GH1048  HISTORY     - 20060817 GOOD             OKDOT
 GH1048  HISTORY     - 20220209 GOOD             OKDOT
 GH1048
 GH1048                          STATION DESCRIPTION
 GH1048
 GH1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1048'STATION IS LOCATED ABOUT 14 KM (8.70 MI) NORTHWEST OF PAWNEE, 17 KM
 GH1048'(10.55 MI) SOUTHWEST OF RALSTON, ALONG STATE HIGHWAY 15, ON THE
 GH1048'RIGHT-OF-WAY, AT THE HIGHEST SECTION OF HIGHWAY IN THE AREA, ADJACENT
 GH1048'TO A PASTURE, AND ACROSS THE HIGHWAY AND SLIGHTLY WEST FROM AN OIL
 GH1048'STORAGE FACILITY.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 GH1048'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 18, ABOUT 8 KM
 GH1048'(4.95 MI) NORTH OF PAWNEE, GO WEST ON HIGHWAY 15 FOR 4.73 KM
 GH1048'(2.95 MI) TO A GRAVEL CROSSROAD.  CONTINUE AHEAD, WEST, FOR 1.56 KM
 GH1048'(0.95 MI) TO THE STATION ON THE LEFT JUST BEFORE A METAL SHED.
 GH1048'THE STATION IS SET FLUSH IN THE TOP APPROXIMATE CENTER OF A 4 M
 GH1048'(13.1 FT) X 2 M (6.6 FT) AREA OF ROCK LEDGE.  IT IS 8.2 M (26.9 FT)
 GH1048'SOUTH OF, AND ABOUT 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CENTER,
 GH1048'35.3 M (115.8 FT) EAST OF THE NORTHEAST CORNER OF A METAL SHED, 32.8
 GH1048'M (107.6 FT) SOUTHEAST, AND ACROSS THE ROAD OF THE CENTER OF A GRAVEL
 GH1048'FIELD ENTRANCE, 25.2 M (82.7 FT) EAST OF THE WEST GATEPOST OF A GATE,
 GH1048'3.5 M (11.5 FT) NORTH OF A FIBERGLASS WITNESS POST IN THE
 GH1048'RIGHT-OF-WAY FENCE, AND 1.7 M (5.6 FT) SOUTH OF A STEEL WITNESS POST.
 GH1048'DESCRIBED BY D.G. AUG
 GH1048
 GH1048                          STATION RECOVERY (2003)
 GH1048
 GH1048'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 GH1048'RECOVERED IN GOOD CONDITION.
 GH1048
 GH1048                          STATION RECOVERY (2006)
 GH1048
 GH1048'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH1048'RECOVERED IN GOOD CONDITION.
 GH1048
 GH1048                          STATION RECOVERY (2022)
 GH1048
 GH1048'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH1048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0625 ***********************************************************************
 GJ0625  DESIGNATION -  AVARD FARMERS CO OP ELEVATOR
 GJ0625  PID         -  GJ0625
 GJ0625  STATE/COUNTY-  OK/WOODS
 GJ0625  COUNTRY     -  US
 GJ0625  USGS QUAD   -  AVARD (2018)
 GJ0625
 GJ0625                         *CURRENT SURVEY CONTROL
 GJ0625  ______________________________________________________________________
 GJ0625* NAD 83(1997) POSITION- 36 42 01.85065(N) 098 47 18.56059(W)   ADJUSTED
 GJ0625  ______________________________________________________________________
 GJ0625  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 GJ0625  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 GJ0625  HORZ ORDER      -  THIRD
 GJ0625
 GJ0625.The horizontal coordinates were established by classical geodetic methods
 GJ0625.and adjusted by the National Geodetic Survey in October 1998.
 GJ0625
 GJ0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0625.GEOID18 height accuracy estimate available here.
 GJ0625
 GJ0625.Click photographs - Photos may exist for this station.
 GJ0625
 GJ0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0625
 GJ0625. The following values were computed from the NAD 83(1997) position.
 GJ0625
 GJ0625;                    North         East     Units Scale Factor Converg.
 GJ0625;SPC OK N     -   188,968.221   529,542.549   MT  0.99998860   -0 27 55.2
 GJ0625;SPC OK N     -   619,973.24  1,737,340.85   sFT  0.99998860   -0 27 55.2
 GJ0625;UTM  14      - 4,061,671.103   518,892.976   MT  0.99960440   +0 07 35.1
 GJ0625
 GJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1889261671(NAD 83)
 GJ0625
 GJ0625                          SUPERSEDED SURVEY CONTROL
 GJ0625
 GJ0625  NAD 83(1993)-  36 42 01.85087(N)    098 47 18.56067(W) AD(       ) 3
 GJ0625  NAD 83(1986)-  36 42 01.85477(N)    098 47 18.54848(W) AD(       ) 3
 GJ0625  NAD 27      -  36 42 01.73657(N)    098 47 17.22181(W) AD(       ) 3
 GJ0625
 GJ0625.Superseded values are not recommended for survey control.
 GJ0625
 GJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0625.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0625
 GJ0625_MARKER: 65 = GRAIN ELEVATOR
 GJ0625
 GJ0625  HISTORY     - Date     Condition        Report By
 GJ0625  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0625
 GJ0625                          STATION DESCRIPTION
 GJ0625
 GJ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0625'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE OF
 GJ0625'AVARD.  IT IS A CONCRETE STRUCTURE WITH A HEAD HOUSE PROJECTING FROM
 GJ0625'ITS TOP AND THE OVERALL HEIGHT IS 127 FEET.
 GJ0625'
 GJ0625'THE CENTER OF THE ELEVATOR WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0624 ***********************************************************************
 GJ0624  DESIGNATION -  AVARD NORTH BASE
 GJ0624  PID         -  GJ0624
 GJ0624  STATE/COUNTY-  OK/WOODS
 GJ0624  COUNTRY     -  US
 GJ0624  USGS QUAD   -  AVARD (2018)
 GJ0624
 GJ0624                         *CURRENT SURVEY CONTROL
 GJ0624  ______________________________________________________________________
 GJ0624* NAD 83(1997) POSITION- 36 41 39.96358(N) 098 47 41.12738(W)   ADJUSTED
 GJ0624* NAVD 88 ORTHO HEIGHT -   453.    (meters)     1486.    (feet) SCALED
 GJ0624  ______________________________________________________________________
 GJ0624  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 GJ0624  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 GJ0624  HORZ ORDER      -  FIRST
 GJ0624
 GJ0624.The horizontal coordinates were established by classical geodetic methods
 GJ0624.and adjusted by the National Geodetic Survey in October 1998.
 GJ0624
 GJ0624.The orthometric height was scaled from a topographic map.
 GJ0624
 GJ0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0624.GEOID18 height accuracy estimate available here.
 GJ0624
 GJ0624.Click photographs - Photos may exist for this station.
 GJ0624
 GJ0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0624
 GJ0624. The following values were computed from the NAD 83(1997) position.
 GJ0624
 GJ0624;                    North         East     Units Scale Factor Converg.
 GJ0624;SPC OK N     -   188,298.138   528,976.896   MT  0.99998762   -0 28 08.5
 GJ0624;SPC OK N     -   617,774.81  1,735,485.03   sFT  0.99998762   -0 28 08.5
 GJ0624;UTM  14      - 4,060,995.473   518,334.487   MT  0.99960414   +0 07 21.5
 GJ0624
 GJ0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0624!SPC OK N     -   0.99993331  x   0.99998762  =   0.99992093
 GJ0624!UTM  14      -   0.99993331  x   0.99960414  =   0.99953748
 GJ0624
 GJ0624:                Primary Azimuth Mark                     Grid Az
 GJ0624:SPC OK N     -  AVARD NORTH BASE AZ MK                   153 16 43.2
 GJ0624:UTM  14      -  AVARD NORTH BASE AZ MK                   152 41 13.2
 GJ0624
 GJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1833460995(NAD 83)
 GJ0624
 GJ0624|---------------------------------------------------------------------|
 GJ0624| PID    Reference Object                     Distance      Geod. Az  |
 GJ0624|                                                           dddmmss.s |
 GJ0624| CK8852 AVARD NORTH BASE RM 1                43.799 METERS 03425     |
 GJ0624| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX.18.1 KM 0571224.0 |
 GJ0624| CK8851 AVARD NORTH BASE AZ MK                             1524834.7 |
 GJ0624| GJ0626 WAYNOKA AIRPORT EAST RAD MAST       APPROX. 9.8 KM 2080104.1 |
 GJ0624| GJ0627 WAYNOKA AIRPORT WEST RAD MAST       APPROX. 9.9 KM 2083651.9 |
 GJ0624| GJ0623 AMARILLO KANSAS CITY BCN 18         APPROX. 7.8 KM 2174621.8 |
 GJ0624| CK8853 AVARD NORTH BASE RM 2                36.469 METERS 22133     |
 GJ0624|---------------------------------------------------------------------|
 GJ0624
 GJ0624                          SUPERSEDED SURVEY CONTROL
 GJ0624
 GJ0624  NAD 83(1993)-  36 41 39.96371(N)    098 47 41.12729(W) AD(       ) 1
 GJ0624  NAD 83(1986)-  36 41 39.96777(N)    098 47 41.11535(W) AD(       ) 1
 GJ0624  NAD 27      -  36 41 39.85039(N)    098 47 39.79032(W) AD(       ) 1
 GJ0624
 GJ0624.Superseded values are not recommended for survey control.
 GJ0624
 GJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0624.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0624
 GJ0624_MARKER: DS = TRIANGULATION STATION DISK
 GJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0624_STAMPING: NORTH BASE 1934
 GJ0624_MARK LOGO: CGS
 GJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0624+STABILITY: SURFACE MOTION
 GJ0624
 GJ0624  HISTORY     - Date     Condition        Report By
 GJ0624  HISTORY     - 1934     MONUMENTED       CGS
 GJ0624  HISTORY     - 1934     GOOD             CGS
 GJ0624  HISTORY     - 1946     GOOD             CGS
 GJ0624
 GJ0624                          STATION DESCRIPTION
 GJ0624
 GJ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0624'STATION IS LOCATED APPROXIMATELY 0.1 MILE SOUTH AND 0.15 MILE
 GJ0624'WEST OF THE NORTHEAST CORNER OF SEC. 34, T. 36 N., R. 15 W.,
 GJ0624'AT THE SOUTH EDGE OF AVARD, 0.5 MILE SOUTHWEST OF SANTA FE
 GJ0624'RAILROAD DEPOT AND 700 FEET SOUTH OF CENTERLINE OF FIRST
 GJ0624'RAILROAD CROSSING SOUTH OF SAID DEPOT.  MARK IS 55.6 FEET
 GJ0624'SOUTHEAST OF SOUTHEAST RAIL OF MAIN LINE OF SAID RAILROAD,
 GJ0624'9 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, AT THIS
 GJ0624'POINT THE TRACKS ARE LAID ON A FILL AND THE STATION MARK IS
 GJ0624'ABOUT 5 FEET BELOW TOP OF RAIL AND ABOUT 300 FEET NORTH OF
 GJ0624'OVERHEAD BRIDGE SIGNAL MARKED 3361, AND PROJECTS ABOUT 6
 GJ0624'INCHES.
 GJ0624'
 GJ0624'REFERENCE MARK NO. 1 IS 2 FEET SOUTHEAST OF SOUTHEAST RAILROAD
 GJ0624'RIGHT-OF-WAY FENCE LINE, 6 FEET EAST OF BREAK OF SOUTHEAST
 GJ0624'RAILROAD DITCH LINE AND 46.5 FEET SOUTHEAST OF SOUTHEAST RAIL
 GJ0624'OF SAID RAILROAD, AND PROJECTS 6 INCHES.
 GJ0624'
 GJ0624'REFERENCE MARK NO. 2 IS 47 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 GJ0624'MAIN LINE, 15 FEET SOUTHEAST OF TOE OF FILL IN THE SOUTHEAST
 GJ0624'RIGHT-OF-WAY FENCE LINE, AND PROJECTS 6 INCHES.
 GJ0624'
 GJ0624'TO REACH AZIMUTH MARK FROM FIRST RAILROAD CROSSING SOUTH OF
 GJ0624'DEPOT, GO EAST 0.15 MILE TURN RIGHT (SOUTH) GO 0.4 MILE, MARK
 GJ0624'IS 30 FEET EAST OF CENTERLINE OF ROAD IN EAST RIGHT-OF-WAY
 GJ0624'FENCE LINE, AND PROJECTS 6 INCHES.
 GJ0624'
 GJ0624'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0624
 GJ0624                          STATION RECOVERY (1934)
 GJ0624
 GJ0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 GJ0624'NORTH BASE 1934 IS A SQUARE CONCRETE POST (1 FOOT SQUARE)
 GJ0624'PROJECTING ABOUT 2 INCHES.  MARK IS 143 FEET EAST BY NORTH OF
 GJ0624'TELEGRAPH POLE E4, 55.85 FEET SOUTHEAST OF THE SOUTHEAST
 GJ0624'RAIL AND 9.15 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCE LINE.
 GJ0624'
 GJ0624'REFERENCE MARK NO. 1, NORTH BASE 1934 IS 143.8 FEET NORTH OF
 GJ0624'AVARD NORTH BASE, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 GJ0624'2 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE.
 GJ0624'
 GJ0624'REFERENCE MARK NO. 2, NORTH BASE 1934 IS 119.78 FEET SOUTH-SOUTHWEST
 GJ0624'OF AVARD NORTH BASE, ABOUT 95 FEET SOUTHEAST OF TELEGRAPH POLE
 GJ0624'E2-I, 263.25 FEET SOUTHEAST OF REFERENCE MARK NO. 1, 49.2 FEET
 GJ0624'SOUTHEAST OF THE SOUTHEAST RAIL AND 1.7 FEET SOUTHEAST OF
 GJ0624'NORTHEAST-SOUTHWEST FENCE LINE.
 GJ0624'
 GJ0624'NORTH BASE AZIMUTH 1934 IS 0.9 FOOT SQUARE CONCRETE POST,
 GJ0624'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  MARK IS 26.1 FEET
 GJ0624'EAST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF
 GJ0624'A NORTH-SOUTH FENCE LINE.
 GJ0624'
 GJ0624'MARKS RECOVERED BEFORE DESCRIPTIONS WERE WRITTEN.
 GJ0624
 GJ0624                          STATION RECOVERY (1946)
 GJ0624
 GJ0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (MHB)
 GJ0624'STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.  DID NOT
 GJ0624'TRY TO FIND AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0177 ***********************************************************************
 GJ0177  DESIGNATION -  AVARD SB 1
 GJ0177  PID         -  GJ0177
 GJ0177  STATE/COUNTY-  OK/WOODS
 GJ0177  COUNTRY     -  US
 GJ0177  USGS QUAD   -  AVARD (2018)
 GJ0177
 GJ0177                         *CURRENT SURVEY CONTROL
 GJ0177  ______________________________________________________________________
 GJ0177* NAD 83(1986) POSITION- 36 38 43.34   (N) 098 50 26.68   (W)   HD_HELD1
 GJ0177* NAVD 88 ORTHO HEIGHT -   471.270 (meters)     1546.16  (feet) ADJUSTED
 GJ0177  ______________________________________________________________________
 GJ0177  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GJ0177  DYNAMIC HEIGHT  -        470.840 (meters)     1544.75  (feet) COMP
 GJ0177  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 GJ0177
 GJ0177  VERT ORDER      -  SECOND    CLASS 0
 GJ0177
 GJ0177.The horizontal coordinates were determined by differentially corrected
 GJ0177.hand held GPS observations or other comparable positioning techniques
 GJ0177.and have an estimated accuracy of +/- 3 meters.
 GJ0177
 GJ0177.The orthometric height was determined by differential leveling and
 GJ0177.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0177.in June 1991.
 GJ0177
 GJ0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0177.GEOID18 height accuracy estimate available here.
 GJ0177
 GJ0177.Click photographs - Photos may exist for this station.
 GJ0177
 GJ0177.The dynamic height is computed by dividing the NAVD 88
 GJ0177.geopotential number by the normal gravity value computed on the
 GJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0177.degrees latitude (g = 980.6199 gals.).
 GJ0177
 GJ0177.The modeled gravity was interpolated from observed gravity values.
 GJ0177
 GJ0177;                    North         East    Units  Estimated Accuracy
 GJ0177;SPC OK N     -   182,888.6     524,820.3     MT  (+/- 3 meters HH1 GPS) 
 GJ0177
 GJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1423555545(NAD 83)
 GJ0177
 GJ0177                          SUPERSEDED SURVEY CONTROL
 GJ0177
 GJ0177  NGVD 29 (??/??/92)  471.070  (m)         1545.50   (f) ADJ UNCH    2 0
 GJ0177
 GJ0177.Superseded values are not recommended for survey control.
 GJ0177
 GJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0177.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0177
 GJ0177_MARKER: DR = REFERENCE MARK DISK
 GJ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0177_STAMPING: SOUTH BASE NO 1 1934
 GJ0177_MARK LOGO: CGS
 GJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0177+STABILITY: SURFACE MOTION
 GJ0177
 GJ0177  HISTORY     - Date     Condition        Report By
 GJ0177  HISTORY     - 1934     MONUMENTED       CGS
 GJ0177  HISTORY     - 1935     GOOD             CGS
 GJ0177
 GJ0177                          STATION DESCRIPTION
 GJ0177
 GJ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0177'4.5 MI NE FROM WAYNOKA.
 GJ0177'4.5 MILES NORTHEAST OF A.T. AND S. FE RR. STATION AT WAYNOKA, 40
 GJ0177'FEET SOUTHEAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0177'TRACK AT AIR PORT STATION, 36 FEET NORTHEAST OF 2ND. POLE
 GJ0177'SOUTHWEST OF AIR PORT SIDEING STATION SIGN, ON EAST PROPERTY LINE
 GJ0177'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0178 ***********************************************************************
 GJ0178  DESIGNATION -  AVARD SOUTH BASE
 GJ0178  PID         -  GJ0178
 GJ0178  STATE/COUNTY-  OK/WOODS
 GJ0178  COUNTRY     -  US
 GJ0178  USGS QUAD   -  AVARD (2018)
 GJ0178
 GJ0178                         *CURRENT SURVEY CONTROL
 GJ0178  ______________________________________________________________________
 GJ0178* NAD 83(1997) POSITION- 36 38 43.51070(N) 098 50 25.34492(W)   ADJUSTED
 GJ0178* NAVD 88 ORTHO HEIGHT -   471.044 (meters)     1545.42  (feet) ADJUSTED
 GJ0178  ______________________________________________________________________
 GJ0178  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GJ0178  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 GJ0178  DYNAMIC HEIGHT  -        470.614 (meters)     1544.01  (feet) COMP
 GJ0178  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 GJ0178
 GJ0178  HORZ ORDER      -  FIRST
 GJ0178  VERT ORDER      -  SECOND    CLASS 0
 GJ0178
 GJ0178.The horizontal coordinates were established by classical geodetic methods
 GJ0178.and adjusted by the National Geodetic Survey in October 1998.
 GJ0178
 GJ0178.The orthometric height was determined by differential leveling and
 GJ0178.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0178.in June 1991.
 GJ0178
 GJ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0178.GEOID18 height accuracy estimate available here.
 GJ0178
 GJ0178.Click photographs - Photos may exist for this station.
 GJ0178
 GJ0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0178
 GJ0178.The dynamic height is computed by dividing the NAVD 88
 GJ0178.geopotential number by the normal gravity value computed on the
 GJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0178.degrees latitude (g = 980.6199 gals.).
 GJ0178
 GJ0178.The modeled gravity was interpolated from observed gravity values.
 GJ0178
 GJ0178. The following values were computed from the NAD 83(1997) position.
 GJ0178
 GJ0178;                    North         East     Units Scale Factor Converg.
 GJ0178;SPC OK N     -   182,893.525   524,853.466   MT  0.99998012   -0 29 45.4
 GJ0178;SPC OK N     -   600,043.17  1,721,956.75   sFT  0.99998012   -0 29 45.4
 GJ0178;UTM  14      - 4,055,550.658   514,268.613   MT  0.99960251   +0 05 43.0
 GJ0178
 GJ0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0178!SPC OK N     -   0.99993050  x   0.99998012  =   0.99991063
 GJ0178!UTM  14      -   0.99993050  x   0.99960251  =   0.99953304
 GJ0178
 GJ0178:                Primary Azimuth Mark                     Grid Az
 GJ0178:SPC OK N     -  AVARD SOUTH BASE AZ MK                   049 56 41.5
 GJ0178:UTM  14      -  AVARD SOUTH BASE AZ MK                   049 21 13.1
 GJ0178
 GJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1426855550(NAD 83)
 GJ0178
 GJ0178|---------------------------------------------------------------------|
 GJ0178| PID    Reference Object                     Distance      Geod. Az  |
 GJ0178|                                                           dddmmss.s |
 GJ0178| GJ0603 ALVA SILVER TANK                    APPROX.22.8 KM 0425548.0 |
 GJ0178| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.22.2 KM 0433525.4 |
 GJ0178| CK8854 AVARD SOUTH BASE AZ MK                             0492656.1 |
 GJ0178| GJ0626 WAYNOKA AIRPORT EAST RAD MAST       APPROX. 3.3 KM 1891835.5 |
 GJ0178| GJ0627 WAYNOKA AIRPORT WEST RAD MAST       APPROX. 3.3 KM 1911825.6 |
 GJ0178| GJ0629 WAYNOKA MUNICIPAL STANPIPE          APPROX. 6.6 KM 1964542.8 |
 GJ0178| GJ0176 AVARD SOUTH BASE RM 2                              20506     |
 GJ0178| CK8855 AVARD SOUTH BASE RM 1                31.390 METERS 26059     |
 GJ0178|---------------------------------------------------------------------|
 GJ0178
 GJ0178                          SUPERSEDED SURVEY CONTROL
 GJ0178
 GJ0178  NAD 83(1993)-  36 38 43.51083(N)    098 50 25.34488(W) AD(       ) 1
 GJ0178  NAD 83(1986)-  36 38 43.51485(N)    098 50 25.33271(W) AD(       ) 1
 GJ0178  NAD 27      -  36 38 43.39374(N)    098 50 24.00228(W) AD(       ) 1
 GJ0178  NGVD 29 (??/??/92)  470.843  (m)         1544.76   (f) ADJ UNCH    2 0
 GJ0178  NGVD 29             470.84   (m)         1544.7    (f) LEVELING    3  
 GJ0178
 GJ0178.Superseded values are not recommended for survey control.
 GJ0178
 GJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0178.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0178
 GJ0178_MARKER: DS = TRIANGULATION STATION DISK
 GJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0178_STAMPING: SOUTH BASE 1934
 GJ0178_MARK LOGO: CGS
 GJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0178+STABILITY: SURFACE MOTION
 GJ0178
 GJ0178  HISTORY     - Date     Condition        Report By
 GJ0178  HISTORY     - 1934     MONUMENTED       CGS
 GJ0178  HISTORY     - 1934     GOOD             CGS
 GJ0178  HISTORY     - 1935     GOOD             CGS
 GJ0178  HISTORY     - 1946     GOOD             CGS
 GJ0178
 GJ0178                          STATION DESCRIPTION
 GJ0178
 GJ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0178'STATION IS ABOUT 0.3 MILE EAST OF CENTER OF WEST EDGE OF SEC.
 GJ0178'17, T. 25 N., R. 15 W., ABOUT 4-3/4 MILES NORTH-NORTHEAST
 GJ0178'OF WAYNOKA, ABOUT 3/4 MILE NORTHEAST OF WAYNOKA TRANSCONTINENTAL
 GJ0178'AIR TRANSPORT AIRPLANE HANGAR, ON THE RIGHT-OF-WAY OF ATCHISON,
 GJ0178'TOPEKA AND SANTA FE RAILWAY AT SIDING NAMED AIRPORT, ABOUT 0.1
 GJ0178'MILE SOUTH OF A GRAY CORRUGATED GRAIN ELEVATOR.  MARK IS SET 28.5
 GJ0178'FEET EAST OF EAST RAIL OF RAILROAD MAIN TRACK, 19 FEET WEST
 GJ0178'OF EAST RIGHT-OF-WAY FENCE, 89 FEET SOUTH OF SIDING MARKER
 GJ0178'AIRPORT AND A SEMAPHORE CONTROL BOX ON EAST SIDE OF TRACKS.
 GJ0178'
 GJ0178'TO REACH STATION FROM POST OFFICE IN WAYNOKA, GO EAST AND
 GJ0178'NORTH ON STATE HIGHWAY 14 FOR 2.5 MILES TO CROSSROADS, TURN LEFT
 GJ0178'(NORTH) AND GO ON DIRT ROAD FOR 3.5 MILES (OR 0.4 MILE AFTER
 GJ0178'CROSSING RAILROAD TRACKS) TO THE NORTHEAST CORNER OF AIRPLANE
 GJ0178'LANDING FIELD, TURN RIGHT (EAST) ON DIRT ROAD AND GO 0.25 MILE
 GJ0178'TO WHERE ROAD BEARS LEFT.  MARK IS STRAIGHT AHEAD DUE EAST
 GJ0178'ACROSS RAILROAD TRACKS.
 GJ0178'
 GJ0178'REFERENCE MARK NO. 1 IS 46 FEET EAST OF EAST RAIL OF MAIN
 GJ0178'RAILROAD TRACK IN EAST RIGHT-OF-WAY FENCE, 28 FEET SOUTH OF
 GJ0178'TELEGRAPH POLE.
 GJ0178'
 GJ0178'REFERENCE MARK NO. 2 IS 64.3 FEET WEST OF WEST RAIL OF RAILROAD
 GJ0178'TRACKS IN NORTHEAST FENCE CORNER, 34 FEET SOUTH OF TELEGRAPH
 GJ0178'POLE AND 30 FEET SOUTHEAST OF ROAD TURN.
 GJ0178'
 GJ0178'AZIMUTH MARK IS 0.6 MILE NORTHEAST OF STATION, 30 FEET SOUTH
 GJ0178'OF EAST-WEST ROAD IN FENCE LINE, 0.15 MILE WEST OF CROSS ROAD,
 GJ0178'0.25 MILE EAST OF RAILROAD TRACKS AND PROJECTS ABOUT 5 INCHES.
 GJ0178'TO REACH FROM CURVE IN ROAD OPPOSITE STATION, CROSS TRACKS, GO
 GJ0178'NORTHEAST ALONG NORTHWEST SIDE OF RAILROAD FOR 0.5 MILE TO
 GJ0178'T-ROAD, TURN RIGHT (EAST) AND GO 0.15 MILE TO RAILROAD TRACKS,
 GJ0178'CONTINUE STRAIGHT AHEAD 0.25 MILE TO MARK ON SOUTH SIDE OF
 GJ0178'ROAD.
 GJ0178'
 GJ0178'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0178'BRONZE DISKS SET IN CONCRETE.
 GJ0178'
 GJ0178'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GJ0178
 GJ0178                          STATION RECOVERY (1934)
 GJ0178
 GJ0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 GJ0178'SOUTH BASE 1934 IS A SQUARE CONCRETE POST (1 FOOT SQUARE)
 GJ0178'PROJECTING 1 INCH.  MARK IS 100.5 FEET SOUTHEAST OF TELEPHONE
 GJ0178'BOOTH NO. 5, 89.8 FEET SOUTHEAST OF SIGN AIRPORT, 28.4 FEET
 GJ0178'SOUTHEAST OF THE SOUTHEAST RAIL, 25.5 FEET SOUTH-SOUTHWEST OF
 GJ0178'CORNER POST OF NORTHWEST-SOUTHEAST AND EAST-WEST FENCE LINES,
 GJ0178'18.9 FEET NORTHWEST OF SOUTHWEST-NORTHEAST FENCE LINE, ABOUT 174
 GJ0178'FEET NORTH OF TELEPHONE POLE NO. E57-I.
 GJ0178'
 GJ0178'SOUTH BASE NO. 1, 1934 IS A SQUARE CONCRETE POST PROJECTING ABOUT
 GJ0178'4 INCHES.  MARK IS 116.3 FEET FROM TELEPHONE POLE E57-I, 103.05
 GJ0178'FEET SOUTHEAST OF AVARD SOUTH BASE, 45.8 FEET SOUTHEAST OF THE
 GJ0178'SOUTHEAST RAIL AND 1.4 FEET NORTHWEST OF NORTHEAST-SOUTHWEST
 GJ0178'FENCE LINE.
 GJ0178'
 GJ0178'SOUTH BASE NO. 2, 1934 IS A 1 FOOT SQUARE CONCRETE POST,
 GJ0178'PROJECTING ABOUT 5 INCHES.  MARK IS 110.6 FEET WEST OF AVARD SOUTH
 GJ0178'BASE, 100.32 FEET NORTHEAST OF REFERENCE MARK NO. 1, 93.4 FEET
 GJ0178'NORTHEAST OF TELEGRAPH POLE E57-I, 51.3 FEET NORTHWEST OF
 GJ0178'SOUTHEAST RAIL, 1.2 FEET SOUTHEAST OF SOUTHEAST-NORTHWEST
 GJ0178'FENCE LINE.
 GJ0178'
 GJ0178'SOUTH BASE AZIMUTH, 1934, IS A 1 FOOT SQUARE CONCRETE POST
 GJ0178'PROJECTING 7 INCHES.  MARK IS ABOUT 169 YARDS NORTHWEST OF
 GJ0178'NORTHWEST CORNER OF A RED BARN, 0.25 MILE EAST OF THE ATCHISON
 GJ0178'TOPEKA AND SANTA FE RAILWAY, 0.15 MILE WEST OF NORTH-SOUTH
 GJ0178'DIRT ROAD, 32.9 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD
 GJ0178'AND 1.2 FEET SOUTH OF EAST-WEST FENCE LINE.
 GJ0178'
 GJ0178'MARKS RECOVERED BEFORE DESCRIPTIONS WERE WRITTEN.
 GJ0178
 GJ0178                          STATION RECOVERY (1935)
 GJ0178
 GJ0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GJ0178'4.6 MI NE FROM WAYNOKA.
 GJ0178'4.6 MILES NORTHEAST OF A.T. AND S. FE. RR. STATION AT WAYNOKA.
 GJ0178'90 FEET SOUTH OF AIR PORT SIDEING STATION SIGN POST, 30 FEET
 GJ0178'SOUTHEAST OF NEAREST RAIL OF MAIN TRACK OF ATCHISON TOPEKA AND
 GJ0178'SANTA FE RAILROAD, 18 FEET NORTHWEST OF PROPERTY LINE FENCE.
 GJ0178'TRIANGULATION STATION.
 GJ0178
 GJ0178                          STATION RECOVERY (1946)
 GJ0178
 GJ0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (MHB)
 GJ0178'STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.  DID NOT
 GJ0178'TRY TO FIND AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0176 ***********************************************************************
 GJ0176  DESIGNATION -  AVARD SOUTH BASE RM 2
 GJ0176  PID         -  GJ0176
 GJ0176  STATE/COUNTY-  OK/WOODS
 GJ0176  COUNTRY     -  US
 GJ0176  USGS QUAD   -  AVARD (2018)
 GJ0176
 GJ0176                         *CURRENT SURVEY CONTROL
 GJ0176  ______________________________________________________________________
 GJ0176* NAD 83(1986) POSITION- 36 38 42.52   (N) 098 50 25.92   (W)   HD_HELD1
 GJ0176* NAVD 88 ORTHO HEIGHT -   470.565 (meters)     1543.85  (feet) ADJUSTED
 GJ0176  ______________________________________________________________________
 GJ0176  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GJ0176  DYNAMIC HEIGHT  -        470.136 (meters)     1542.44  (feet) COMP
 GJ0176  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 GJ0176
 GJ0176  VERT ORDER      -  SECOND    CLASS 0
 GJ0176
 GJ0176.The horizontal coordinates were determined by differentially corrected
 GJ0176.hand held GPS observations or other comparable positioning techniques
 GJ0176.and have an estimated accuracy of +/- 3 meters.
 GJ0176
 GJ0176.The orthometric height was determined by differential leveling and
 GJ0176.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0176.in June 1991.
 GJ0176
 GJ0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0176.GEOID18 height accuracy estimate available here.
 GJ0176
 GJ0176.Click photographs - Photos may exist for this station.
 GJ0176
 GJ0176.The dynamic height is computed by dividing the NAVD 88
 GJ0176.geopotential number by the normal gravity value computed on the
 GJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0176.degrees latitude (g = 980.6199 gals.).
 GJ0176
 GJ0176.The modeled gravity was interpolated from observed gravity values.
 GJ0176
 GJ0176;                    North         East    Units  Estimated Accuracy
 GJ0176;SPC OK N     -   182,863.1     524,838.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0176
 GJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1425455520(NAD 83)
 GJ0176
 GJ0176                          SUPERSEDED SURVEY CONTROL
 GJ0176
 GJ0176  NGVD 29 (??/??/92)  470.365  (m)         1543.19   (f) ADJ UNCH    2 0
 GJ0176
 GJ0176.Superseded values are not recommended for survey control.
 GJ0176
 GJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0176.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0176
 GJ0176_MARKER: DR = REFERENCE MARK DISK
 GJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0176_STAMPING: SOUTH BASE NO 2 1934
 GJ0176_MARK LOGO: CGS
 GJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0176+STABILITY: SURFACE MOTION
 GJ0176
 GJ0176  HISTORY     - Date     Condition        Report By
 GJ0176  HISTORY     - 1934     MONUMENTED       CGS
 GJ0176  HISTORY     - 1935     GOOD             CGS
 GJ0176
 GJ0176                          STATION DESCRIPTION
 GJ0176
 GJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0176'4.5 MI NE FROM WAYNOKA.
 GJ0176'4.5 MILES NORTHEAST OF A.T. AND S.FE. RR. STATION AT WAYNOKA, 40
 GJ0176'FEET NORTHWEST OF NEAREST RAIL OF MAIN TRACK OF ATCHISON TOPEKA
 GJ0176'AND SANTA FE RAILROAD, 36 FEET SOUTHWEST OF FIRST TELEPHONE POLE
 GJ0176'SOUTHWEST OF AIR POST SIDING STATION SIGN, 30 FEET SOUTHEAST
 GJ0176'OF CURVE OF ROAD TO GRAINERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0826 ***********************************************************************
 EL0826  DESIGNATION -  AVOCA
 EL0826  PID         -  EL0826
 EL0826  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0826  COUNTRY     -  US
 EL0826  USGS QUAD   -  KONAWA (2018)
 EL0826
 EL0826                         *CURRENT SURVEY CONTROL
 EL0826  ______________________________________________________________________
 EL0826* NAD 83(1993) POSITION- 34 59 08.19707(N) 096 52 26.40283(W)   ADJUSTED
 EL0826* NAVD 88 ORTHO HEIGHT -   316.    (meters)     1037.    (feet) SCALED
 EL0826  ______________________________________________________________________
 EL0826  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 EL0826  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 EL0826  HORZ ORDER      -  THIRD
 EL0826
 EL0826.The horizontal coordinates were established by classical geodetic methods
 EL0826.and adjusted by the National Geodetic Survey in November 1994.
 EL0826
 EL0826.The orthometric height was scaled from a topographic map.
 EL0826
 EL0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0826.GEOID18 height accuracy estimate available here.
 EL0826
 EL0826.Click photographs - Photos may exist for this station.
 EL0826
 EL0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0826
 EL0826. The following values were computed from the NAD 83(1993) position.
 EL0826
 EL0826;                    North         East     Units Scale Factor Converg.
 EL0826;SPC OK S     -   183,852.255   702,802.197   MT  0.99996041   +0 38 20.9
 EL0826;SPC OK S     -   603,188.61  2,305,776.87   sFT  0.99996041   +0 38 20.9
 EL0826;UTM  14      - 3,873,512.103   694,050.282   MT  1.00006411   +1 13 09.7
 EL0826
 EL0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0826!SPC OK S     -   0.99995453  x   0.99996041  =   0.99991494
 EL0826!UTM  14      -   0.99995453  x   1.00006411  =   1.00001864
 EL0826
 EL0826:                Primary Azimuth Mark                     Grid Az
 EL0826:SPC OK S     -  AVOCA AZ MK                              086 46 37.5
 EL0826:UTM  14      -  AVOCA AZ MK                              086 11 48.7
 EL0826
 EL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9405073512(NAD 83)
 EL0826
 EL0826|---------------------------------------------------------------------|
 EL0826| PID    Reference Object                     Distance      Geod. Az  |
 EL0826|                                                           dddmmss.s |
 EL0826| CX9626 AVOCA AZ MK                                        0872458.4 |
 EL0826| CX9627 AVOCA RM 1                           16.913 METERS 09733     |
 EL0826| CX9628 AVOCA RM 2                           16.434 METERS 21837     |
 EL0826| EL0834 ASHER MUNICIPAL TANK                APPROX. 4.5 KM 2754613.5 |
 EL0826|---------------------------------------------------------------------|
 EL0826
 EL0826                          SUPERSEDED SURVEY CONTROL
 EL0826
 EL0826  NAD 83(1986)-  34 59 08.20113(N)    096 52 26.38833(W) AD(       ) 3
 EL0826  NAD 27      -  34 59 07.91752(N)    096 52 25.32041(W) AD(       ) 3
 EL0826
 EL0826.Superseded values are not recommended for survey control.
 EL0826
 EL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0826.See file dsdata.pdf to determine how the superseded data were derived.
 EL0826
 EL0826_MARKER: DS = TRIANGULATION STATION DISK
 EL0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0826_STAMPING: AVOCA 1957
 EL0826_MARK LOGO: CGS
 EL0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0826+STABILITY: SURFACE MOTION
 EL0826
 EL0826  HISTORY     - Date     Condition        Report By
 EL0826  HISTORY     - 1957     MONUMENTED       CGS
 EL0826
 EL0826                          STATION DESCRIPTION
 EL0826
 EL0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0826'STATION IS ABOUT 3 MILES EAST OF ASHER, ON THE RIGHT-OF-WAY
 EL0826'OF STATE HIGHWAY 39 AND IN THE NORTHWEST 1/4 OF SECTION 22, T 6 N,
 EL0826'R 4 E.
 EL0826'
 EL0826'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 39 AT THE SOUTH
 EL0826'EDGE OF ASHER, GO EAST ON STATE HIGHWAY 39 FOR 2.7 MILES TO THE
 EL0826'STATION ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE
 EL0826'TO THE AZIMUTH MARK ON THE LEFT.
 EL0826'
 EL0826'STATION MARKS ARE STANDARD DISKS, STAMPED AVOCA 1957.  THE SURFACE
 EL0826'MARK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 EL0826'6 INCHES.  IT IS 183 FEET SOUTHEAST OF A POWERLINE POLE, 45 FEET
 EL0826'SOUTH OF THE CENTER OF THE HIGHWAY, 34 FEET EAST OF THE CENTER OF
 EL0826'AN ENTRANCE DRIVE AND 7 FEET NORTH OF A FENCE.  A WHITE WITNESS
 EL0826'POST WAS SET 2 FEET EAST OF THE MARK.  THE UNDERGROUND MARK IS SET
 EL0826'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 EL0826'SURFACE.
 EL0826'
 EL0826'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AVOCA NO 1 1957, SET
 EL0826'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 EL0826'IT IS 235 FEET SOUTHEAST OF THE POWERLINE POLE, 52 FEET SOUTH OF
 EL0826'THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF THE FENCE.
 EL0826'
 EL0826'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AVOCA NO 2 1957, SET
 EL0826'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 EL0826'IT IS 184 FEET SOUTHEAST OF THE POWERLINE POLE, 87 FEET SOUTH OF
 EL0826'THE CENTER OF THE HIGHWAY, 36 FEET SOUTH OF THE FENCE AND 11 FEET
 EL0826'EAST OF THE CENTER OF THE ENTRANCE DRIVE.
 EL0826'
 EL0826'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AVOCA 1957, SET IN THE
 EL0826'TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EL0826'112 FEET WEST OF A POWERLINE POLE, 51 FEET NORTH OF THE CENTER OF
 EL0826'THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  A WHITE WITNESS POST WAS
 EL0826'SET 2 FEET EAST OF THE MARK.
 EL0826'
 EL0826'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0506 ***********************************************************************
 GJ0506  DESIGNATION -  AXIS LINE G S P
 GJ0506  PID         -  GJ0506
 GJ0506  STATE/COUNTY-  OK/ALFALFA
 GJ0506  COUNTRY     -  US
 GJ0506  USGS QUAD   -  JET (2018)
 GJ0506
 GJ0506                         *CURRENT SURVEY CONTROL
 GJ0506  ______________________________________________________________________
 GJ0506* NAD 83(1997) POSITION- 36 44 32.02419(N) 098 08 01.33475(W)   ADJUSTED
 GJ0506* NAVD 88 ORTHO HEIGHT -   374.    (meters)     1227.    (feet) SCALED
 GJ0506  ______________________________________________________________________
 GJ0506  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 GJ0506  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 GJ0506  HORZ ORDER      -  SECOND
 GJ0506
 GJ0506.The horizontal coordinates were established by classical geodetic methods
 GJ0506.and adjusted by the National Geodetic Survey in October 1998.
 GJ0506
 GJ0506.The orthometric height was scaled from a topographic map.
 GJ0506
 GJ0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0506.GEOID18 height accuracy estimate available here.
 GJ0506
 GJ0506.Click photographs - Photos may exist for this station.
 GJ0506
 GJ0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0506
 GJ0506. The following values were computed from the NAD 83(1997) position.
 GJ0506
 GJ0506;                    North         East     Units Scale Factor Converg.
 GJ0506;SPC OK N     -   193,319.498   588,058.777   MT  0.99999563   -0 04 44.1
 GJ0506;SPC OK N     -   634,249.05  1,929,322.84   sFT  0.99999563   -0 04 44.1
 GJ0506;UTM  14      - 4,066,627.390   577,339.862   MT  0.99967369   +0 31 05.7
 GJ0506
 GJ0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0506!SPC OK N     -   0.99994567  x   0.99999563  =   0.99994130
 GJ0506!UTM  14      -   0.99994567  x   0.99967369  =   0.99961938
 GJ0506
 GJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7733966627(NAD 83)
 GJ0506
 GJ0506                          SUPERSEDED SURVEY CONTROL
 GJ0506
 GJ0506  NAD 83(1993)-  36 44 32.02502(N)    098 08 01.33595(W) AD(       ) 2
 GJ0506  NAD 83(1986)-  36 44 32.02964(N)    098 08 01.32462(W) AD(       ) 2
 GJ0506  NAD 27      -  36 44 31.92394(N)    098 08 00.08684(W) AD(       ) 2
 GJ0506
 GJ0506.Superseded values are not recommended for survey control.
 GJ0506
 GJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0506.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0506
 GJ0506_MARKER: DD = SURVEY DISK
 GJ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0506_STAMPING: AXIS LINS GSP STA 0+00
 GJ0506_MARK LOGO: USACE
 GJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0506+STABILITY: SURFACE MOTION
 GJ0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0506+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 GJ0506
 GJ0506  HISTORY     - Date     Condition        Report By
 GJ0506  HISTORY     - 1951     MONUMENTED       USACE
 GJ0506  HISTORY     - 20080310 GOOD             AIRDAT
 GJ0506
 GJ0506                          STATION DESCRIPTION
 GJ0506
 GJ0506'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951
 GJ0506'THE STATION IS LOCATED ABOUT 12 MILES EAST OF CHEROKEE, ABOUT 6
 GJ0506'MILES NORTH-NORTHEAST OF JET, ABOUT 1/2 MILE SOUTH OF THE GREAT SALT
 GJ0506'PLAINS DAM, AND IS ON U. S. GOVERNMENT PROPERTY NEAR THE EASTERN
 GJ0506'END OF THE SALT PLAINS RESERVATION.  IT IS SITUATED ON THE HIGHEST
 GJ0506'POINT OF A LOW RISE, 5 FEET NORTHWEST OF A WITNESS POST.
 GJ0506'
 GJ0506'A TRAVERSE CONNECTION WAS MADE TO A U. S. ENGINEERS MARK.  IT IS
 GJ0506'LOCATED ABOUT 1/4 MILE SOUTH OF THE GREAT SALT PLAINS DAM, 58 FEET
 GJ0506'NORTHWEST FROM THE CENTER OF A CROSSROAD INTERSECTION AND IS IN THE
 GJ0506'CENTER OF A 8-FOOT SQUARE FENCE ENCLOSURE.  IT IS STAMPED AXIS
 GJ0506'LINE G. S. P. STA. 0 + 00 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 GJ0506
 GJ0506                          STATION RECOVERY (2008)
 GJ0506
 GJ0506'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GJ0506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0612 ***********************************************************************
 FJ0612  DESIGNATION -  B 10
 FJ0612  PID         -  FJ0612
 FJ0612  STATE/COUNTY-  OK/CANADIAN
 FJ0612  COUNTRY     -  US
 FJ0612  USGS QUAD   -  EL RENO (2018)
 FJ0612
 FJ0612                         *CURRENT SURVEY CONTROL
 FJ0612  ______________________________________________________________________
 FJ0612* NAD 83(1986) POSITION- 35 31 11.     (N) 097 53 13.     (W)   SCALED
 FJ0612* NAVD 88 ORTHO HEIGHT -   399.262 (meters)     1309.91  (feet) POSTED
 FJ0612  ______________________________________________________________________
 FJ0612  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FJ0612  DYNAMIC HEIGHT  -        398.87  (meters)     1308.6   (feet) COMP
 FJ0612  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 FJ0612
 FJ0612  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0612
 FJ0612.The horizontal coordinates were scaled from a map and have
 FJ0612.an estimated accuracy of +/- 6 seconds.
 FJ0612
 FJ0612.The orthometric height was determined by differential leveling
 FJ0612.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0612
 FJ0612.* This is a POSTED BENCH MARK height.
 FJ0612
 FJ0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0612.GEOID18 height accuracy estimate available here.
 FJ0612
 FJ0612.Click photographs - Photos may exist for this station.
 FJ0612
 FJ0612.The dynamic height is computed by dividing the NAVD 88
 FJ0612.geopotential number by the normal gravity value computed on the
 FJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0612.degrees latitude (g = 980.6199 gals.).
 FJ0612
 FJ0612.The modeled gravity was interpolated from observed gravity values.
 FJ0612
 FJ0612;                    North         East    Units  Estimated Accuracy
 FJ0612;SPC OK N     -    57,670.      610,260.      MT  (+/- 180 meters Scaled)
 FJ0612
 FJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE009312(NAD 83)
 FJ0612
 FJ0612                          SUPERSEDED SURVEY CONTROL
 FJ0612
 FJ0612  NAVD 88 (06/15/91)  399.265  (m)         1309.92   (f) SUPERSEDED  1 2
 FJ0612  NGVD 29 (??/??/92)  399.098  (m)         1309.37   (f) ADJ UNCH    1 2
 FJ0612
 FJ0612.Superseded values are not recommended for survey control.
 FJ0612
 FJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0612.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0612
 FJ0612_MARKER: DB = BENCH MARK DISK
 FJ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0612_STAMPING: B 10 1933
 FJ0612_MARK LOGO: CGS
 FJ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0612+STABILITY: SURFACE MOTION
 FJ0612
 FJ0612  HISTORY     - Date     Condition        Report By
 FJ0612  HISTORY     - 1933     MONUMENTED       CGS
 FJ0612  HISTORY     - 1933     GOOD             CGS
 FJ0612  HISTORY     - 1934     GOOD             CGS
 FJ0612  HISTORY     - 1984     GOOD             NGS
 FJ0612
 FJ0612                          STATION DESCRIPTION
 FJ0612
 FJ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0612'4.5 MI E FROM EL RENO.
 FJ0612'4 1/2 MILES E. OF EL RENO.  ON ROCK ISLAND R.R. AT MP 509/04.
 FJ0612'40 FEET N. OF TRACK AND 1000 FEET W. OF CROSS-ROAD.
 FJ0612
 FJ0612                          STATION RECOVERY (1934)
 FJ0612
 FJ0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0612'RECOVERED IN GOOD CONDITION.
 FJ0612
 FJ0612                          STATION RECOVERY (1984)
 FJ0612
 FJ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0612'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FJ0612'INACCESSIBLE TO NEW LEVEL LINE ROUTE.  NEW DESCRIPTION FOLLOWS.
 FJ0612'1.4 KM (0.9 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE IN EL
 FJ0612'RENO, THENCE 6.3 KM (3.95 MI) EAST ALONG ELM STREET, THENCE 0.4 KM
 FJ0612'(0.25 MI) SOUTH ALONG EVANS ROAD, THENCE 0.5 KM (0.3 MI)
 FJ0612'WEST-NORTHWEST ALONG THE OKLAHOMA, KANSAS AND TEXAS RAILROAD TRACKS,
 FJ0612'TO THE MARK FOUR TELEGRAPH POLES WEST OF MILEPOST 509, 22.25 METERS
 FJ0612'(73.0 FT) WEST OF THE SOUTHERN ONE OF TWO LARGE POWERLINE POLES,
 FJ0612'13.80 METERS (45.3 FT) NORTH OF THE NORTH RAIL OF THE TRACKS, AND
 FJ0612'0.6 METER (2.0 FT) SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 FJ0612'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 FJ0612'THE MARK IS 0.4 M BELOW TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0584 ***********************************************************************
 EK0584  DESIGNATION -  B 100
 EK0584  PID         -  EK0584
 EK0584  STATE/COUNTY-  OK/PUSHMATAHA
 EK0584  COUNTRY     -  US
 EK0584  USGS QUAD   -  ANTLERS EAST (2019)
 EK0584
 EK0584                         *CURRENT SURVEY CONTROL
 EK0584  ______________________________________________________________________
 EK0584* NAD 83(1986) POSITION- 34 13 54.9    (N) 095 36 17.7    (W)   HD_HELD2
 EK0584* NAVD 88 ORTHO HEIGHT -   151.485 (meters)      497.00  (feet) ADJUSTED
 EK0584  ______________________________________________________________________
 EK0584  GEOID HEIGHT    -        -30.142 (meters)                     GEOID18
 EK0584  DYNAMIC HEIGHT  -        151.321 (meters)      496.46  (feet) COMP
 EK0584  MODELED GRAVITY -    979,549.5   (mgal)                       NAVD 88
 EK0584
 EK0584  VERT ORDER      -  SECOND    CLASS 0
 EK0584
 EK0584.The horizontal coordinates were established by autonomous hand held GPS
 EK0584.observations and have an estimated accuracy of +/- 10 meters.
 EK0584
 EK0584.The orthometric height was determined by differential leveling and
 EK0584.adjusted by the NATIONAL GEODETIC SURVEY
 EK0584.in June 1991.
 EK0584
 EK0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0584.GEOID18 height accuracy estimate available here.
 EK0584
 EK0584.Click photographs - Photos may exist for this station.
 EK0584
 EK0584.The dynamic height is computed by dividing the NAVD 88
 EK0584.geopotential number by the normal gravity value computed on the
 EK0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0584.degrees latitude (g = 980.6199 gals.).
 EK0584
 EK0584.The modeled gravity was interpolated from observed gravity values.
 EK0584
 EK0584;                    North         East    Units  Estimated Accuracy
 EK0584;SPC OK S     -   102,291.      820,635.      MT  (+/- 10 meters HH2 GPS)
 EK0584
 EK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6006690940(NAD 83)
 EK0584
 EK0584                          SUPERSEDED SURVEY CONTROL
 EK0584
 EK0584  NGVD 29 (??/??/92)  151.400  (m)          496.72   (f) ADJ UNCH    2 0
 EK0584
 EK0584.Superseded values are not recommended for survey control.
 EK0584
 EK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0584.See file dsdata.pdf to determine how the superseded data were derived.
 EK0584
 EK0584_MARKER: DB = BENCH MARK DISK
 EK0584_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0584_SP_SET: CULVERT HEADWALL
 EK0584_STAMPING: B 100 1960
 EK0584_MARK LOGO: CGS
 EK0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0584+STABILITY: SURFACE MOTION
 EK0584
 EK0584  HISTORY     - Date     Condition        Report By
 EK0584  HISTORY     - 1960     MONUMENTED       CGS
 EK0584
 EK0584                          STATION DESCRIPTION
 EK0584
 EK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0584'1 MI E FROM ANTLERS.
 EK0584'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE
 EK0584'ST. LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, ABOUT 0.15
 EK0584'MILE EAST OF THE SOUTHEAST POINT OF JUNCTION WITH U.S. HIGHWAY
 EK0584'271 AND STATE HIGHWAY 2, IN SECTION 2, R 16 E, T 4 S, SET IN
 EK0584'THE TOP OF THE EAST END OF THE SOUTHEAST POINT OF JUNCTION
 EK0584'WITH U.S. HIGHWAY 271 AND STATE HIGHWAY 2, IN SECTION 2,
 EK0584'R 16 E, T 4 S, SET IN THE TOP OF THE EAST END OF THE SOUTH
 EK0584'HEADWALL OF A CONCRETE CULVERT, 24 FEET SOUTH OF THE CENTER
 EK0584'LINE OF THE HIGHWAY, 147 FEET EAST OF THE CENTER LINE OF SOUTHEAST
 EK0584'M STREET, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0484 ***********************************************************************
 EK0484  DESIGNATION -  B 101
 EK0484  PID         -  EK0484
 EK0484  STATE/COUNTY-  OK/PUSHMATAHA
 EK0484  COUNTRY     -  US
 EK0484  USGS QUAD   -  CLOUDY (2019)
 EK0484
 EK0484                         *CURRENT SURVEY CONTROL
 EK0484  ______________________________________________________________________
 EK0484* NAD 83(1986) POSITION- 34 18 05.     (N) 095 17 05.     (W)   SCALED
 EK0484* NAVD 88 ORTHO HEIGHT -   178.542 (meters)      585.77  (feet) ADJUSTED
 EK0484  ______________________________________________________________________
 EK0484  GEOID HEIGHT    -        -30.802 (meters)                     GEOID18
 EK0484  DYNAMIC HEIGHT  -        178.344 (meters)      585.12  (feet) COMP
 EK0484  MODELED GRAVITY -    979,528.2   (mgal)                       NAVD 88
 EK0484
 EK0484  VERT ORDER      -  SECOND    CLASS 0
 EK0484
 EK0484.The horizontal coordinates were scaled from a map and have
 EK0484.an estimated accuracy of +/- 6 seconds.
 EK0484
 EK0484.The orthometric height was determined by differential leveling and
 EK0484.adjusted by the NATIONAL GEODETIC SURVEY
 EK0484.in June 1991.
 EK0484
 EK0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0484.GEOID18 height accuracy estimate available here.
 EK0484
 EK0484.Click photographs - Photos may exist for this station.
 EK0484
 EK0484.The dynamic height is computed by dividing the NAVD 88
 EK0484.geopotential number by the normal gravity value computed on the
 EK0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0484.degrees latitude (g = 980.6199 gals.).
 EK0484
 EK0484.The modeled gravity was interpolated from observed gravity values.
 EK0484
 EK0484;                    North         East    Units  Estimated Accuracy
 EK0484;SPC OK S     -   110,740.      849,920.      MT  (+/- 180 meters Scaled)
 EK0484
 EK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT897979(NAD 83)
 EK0484
 EK0484                          SUPERSEDED SURVEY CONTROL
 EK0484
 EK0484  NGVD 29 (??/??/92)  178.464  (m)          585.51   (f) ADJ UNCH    2 0
 EK0484
 EK0484.Superseded values are not recommended for survey control.
 EK0484
 EK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0484.See file dsdata.pdf to determine how the superseded data were derived.
 EK0484
 EK0484_MARKER: DB = BENCH MARK DISK
 EK0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0484_SP_SET: BRIDGE
 EK0484_STAMPING: B 101 1960
 EK0484_MARK LOGO: CGS
 EK0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0484
 EK0484  HISTORY     - Date     Condition        Report By
 EK0484  HISTORY     - 1960     MONUMENTED       CGS
 EK0484  HISTORY     - 1969     GOOD             DOD
 EK0484
 EK0484                          STATION DESCRIPTION
 EK0484
 EK0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0484'0.3 MI W FROM CLOUDY.
 EK0484'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 EK0484'AT CLOUDY, IN SECTION 11, R 19 E, T 3 S, SET IN THE TOP OF THE
 EK0484'NORTHEAST END OF THE SOUTHEAST CONCRETE BASE OF THE GUARD RAIL
 EK0484'ON THE BRIDGE OVER CLOUDY CREEK, 13 FEET SOUTHEAST OF THE CENTER
 EK0484'LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE ROAD.
 EK0484
 EK0484                          STATION RECOVERY (1969)
 EK0484
 EK0484'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0264 ***********************************************************************
 GK0264  DESIGNATION -  B 103
 GK0264  PID         -  GK0264
 GK0264  STATE/COUNTY-  OK/TEXAS
 GK0264  COUNTRY     -  US
 GK0264  USGS QUAD   -  GUYMON SE (2018)
 GK0264
 GK0264                         *CURRENT SURVEY CONTROL
 GK0264  ______________________________________________________________________
 GK0264* NAD 83(1986) POSITION- 36 30 05.     (N) 101 21 34.     (W)   SCALED
 GK0264* NAVD 88 ORTHO HEIGHT -   949.412 (meters)     3114.86  (feet) ADJUSTED
 GK0264  ______________________________________________________________________
 GK0264  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 GK0264  DYNAMIC HEIGHT  -        948.410 (meters)     3111.58  (feet) COMP
 GK0264  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 GK0264
 GK0264  VERT ORDER      -  SECOND    CLASS 0
 GK0264
 GK0264.The horizontal coordinates were scaled from a map and have
 GK0264.an estimated accuracy of +/- 6 seconds.
 GK0264
 GK0264.The orthometric height was determined by differential leveling and
 GK0264.adjusted by the NATIONAL GEODETIC SURVEY
 GK0264.in June 1991.
 GK0264
 GK0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0264.GEOID18 height accuracy estimate available here.
 GK0264
 GK0264.Click photographs - Photos may exist for this station.
 GK0264
 GK0264.The dynamic height is computed by dividing the NAVD 88
 GK0264.geopotential number by the normal gravity value computed on the
 GK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0264.degrees latitude (g = 980.6199 gals.).
 GK0264
 GK0264.The modeled gravity was interpolated from observed gravity values.
 GK0264
 GK0264;                    North         East    Units  Estimated Accuracy
 GK0264;SPC OK N     -   171,790.      299,100.      MT  (+/- 180 meters Scaled)
 GK0264
 GK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF886421(NAD 83)
 GK0264
 GK0264                          SUPERSEDED SURVEY CONTROL
 GK0264
 GK0264  NGVD 29 (??/??/92)  948.967  (m)         3113.40   (f) ADJ UNCH    2 0
 GK0264
 GK0264.Superseded values are not recommended for survey control.
 GK0264
 GK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0264.See file dsdata.pdf to determine how the superseded data were derived.
 GK0264
 GK0264_MARKER: DB = BENCH MARK DISK
 GK0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0264_STAMPING: B 103 1934
 GK0264_MARK LOGO: CGS
 GK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0264+STABILITY: SURFACE MOTION
 GK0264
 GK0264  HISTORY     - Date     Condition        Report By
 GK0264  HISTORY     - 1934     MONUMENTED       CGS
 GK0264  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0264
 GK0264                          STATION DESCRIPTION
 GK0264
 GK0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0264'2.8 MI W FROM HITCHLAND.
 GK0264'2.8 MILES WEST OF C.RI. AND G. RR. STATION AT HITCHLAND 90 FEET EAST
 GK0264'OF WHERE TEXAS STATE HIGHWAY 88 TURNS SOUTH AT SECTION LINE CORRECTION
 GK0264'CORNER.  30 FEET NORTH OF CENTER LINE OF OKLAHOMA AND TEXAS STATE LINE
 GK0264'ROAD.
 GK0264
 GK0264                          STATION RECOVERY (1965)
 GK0264
 GK0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0342 ***********************************************************************
 GJ0342  DESIGNATION -  B 104
 GJ0342  PID         -  GJ0342
 GJ0342  STATE/COUNTY-  OK/ELLIS
 GJ0342  COUNTRY     -  US
 GJ0342  USGS QUAD   -  GOODWIN (2018)
 GJ0342
 GJ0342                         *CURRENT SURVEY CONTROL
 GJ0342  ______________________________________________________________________
 GJ0342* NAD 83(1986) POSITION- 36 13 00.     (N) 099 52 53.     (W)   SCALED
 GJ0342* NAVD 88 ORTHO HEIGHT -   717.049 (meters)     2352.52  (feet) ADJUSTED
 GJ0342  ______________________________________________________________________
 GJ0342  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 GJ0342  DYNAMIC HEIGHT  -        716.318 (meters)     2350.12  (feet) COMP
 GJ0342  MODELED GRAVITY -    979,589.6   (mgal)                       NAVD 88
 GJ0342
 GJ0342  VERT ORDER      -  SECOND    CLASS 0
 GJ0342
 GJ0342.The horizontal coordinates were scaled from a map and have
 GJ0342.an estimated accuracy of +/- 6 seconds.
 GJ0342
 GJ0342.The orthometric height was determined by differential leveling and
 GJ0342.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0342.in June 1991.
 GJ0342
 GJ0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0342.GEOID18 height accuracy estimate available here.
 GJ0342
 GJ0342.Click photographs - Photos may exist for this station.
 GJ0342
 GJ0342.The dynamic height is computed by dividing the NAVD 88
 GJ0342.geopotential number by the normal gravity value computed on the
 GJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0342.degrees latitude (g = 980.6199 gals.).
 GJ0342
 GJ0342.The modeled gravity was interpolated from observed gravity values.
 GJ0342
 GJ0342;                    North         East    Units  Estimated Accuracy
 GJ0342;SPC OK N     -   136,630.      430,850.      MT  (+/- 180 meters Scaled)
 GJ0342
 GJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF207083(NAD 83)
 GJ0342
 GJ0342                          SUPERSEDED SURVEY CONTROL
 GJ0342
 GJ0342  NGVD 29 (??/??/92)  716.745  (m)         2351.52   (f) ADJ UNCH    2 0
 GJ0342
 GJ0342.Superseded values are not recommended for survey control.
 GJ0342
 GJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0342.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0342
 GJ0342_MARKER: DB = BENCH MARK DISK
 GJ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0342_STAMPING: B 104 1934
 GJ0342_MARK LOGO: CGS
 GJ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0342+STABILITY: SURFACE MOTION
 GJ0342
 GJ0342  HISTORY     - Date     Condition        Report By
 GJ0342  HISTORY     - 1934     MONUMENTED       CGS
 GJ0342
 GJ0342                          STATION DESCRIPTION
 GJ0342
 GJ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0342'4.1 MI S FROM SHATTUCK.
 GJ0342'4.1 MILES SOUTH OF A.T. AND S.F. RR. STATION AT SHATTUCK 60
 GJ0342'FEET EAST OF CENTERLINE OF U.S. HIGHWAY 283.  30 FEET NORTH OF
 GJ0342'CENTERLINE OF SECTION LINE ROAD.  7 FEET EAST AND INSIDE OF
 GJ0342'SECTION LINE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0472 ***********************************************************************
 FK0472  DESIGNATION -  B 105
 FK0472  PID         -  FK0472
 FK0472  STATE/COUNTY-  OK/ROGER MILLS
 FK0472  COUNTRY     -  US
 FK0472  USGS QUAD   -  CHEYENNE NW (2018)
 FK0472
 FK0472                         *CURRENT SURVEY CONTROL
 FK0472  ______________________________________________________________________
 FK0472* NAD 83(1986) POSITION- 35 41 09.     (N) 099 41 16.     (W)   SCALED
 FK0472* NAVD 88 ORTHO HEIGHT -   647.393 (meters)     2123.99  (feet) ADJUSTED
 FK0472  ______________________________________________________________________
 FK0472  GEOID HEIGHT    -        -28.033 (meters)                     GEOID18
 FK0472  DYNAMIC HEIGHT  -        646.716 (meters)     2121.77  (feet) COMP
 FK0472  MODELED GRAVITY -    979,567.1   (mgal)                       NAVD 88
 FK0472
 FK0472  VERT ORDER      -  SECOND    CLASS 0
 FK0472
 FK0472.The horizontal coordinates were scaled from a map and have
 FK0472.an estimated accuracy of +/- 6 seconds.
 FK0472
 FK0472.The orthometric height was determined by differential leveling and
 FK0472.adjusted by the NATIONAL GEODETIC SURVEY
 FK0472.in June 1991.
 FK0472
 FK0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0472.GEOID18 height accuracy estimate available here.
 FK0472
 FK0472.Click photographs - Photos may exist for this station.
 FK0472
 FK0472.The dynamic height is computed by dividing the NAVD 88
 FK0472.geopotential number by the normal gravity value computed on the
 FK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0472.degrees latitude (g = 980.6199 gals.).
 FK0472
 FK0472.The modeled gravity was interpolated from observed gravity values.
 FK0472
 FK0472;                    North         East    Units  Estimated Accuracy
 FK0472;SPC OK N     -    77,420.      447,230.      MT  (+/- 180 meters Scaled)
 FK0472
 FK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME377493(NAD 83)
 FK0472
 FK0472                          SUPERSEDED SURVEY CONTROL
 FK0472
 FK0472  NGVD 29 (??/??/92)  647.108  (m)         2123.05   (f) ADJ UNCH    2 0
 FK0472
 FK0472.Superseded values are not recommended for survey control.
 FK0472
 FK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0472.See file dsdata.pdf to determine how the superseded data were derived.
 FK0472
 FK0472_MARKER: DB = BENCH MARK DISK
 FK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0472_STAMPING: B 105 1934
 FK0472_MARK LOGO: CGS
 FK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0472+STABILITY: SURFACE MOTION
 FK0472
 FK0472  HISTORY     - Date     Condition        Report By
 FK0472  HISTORY     - 1934     MONUMENTED       CGS
 FK0472  HISTORY     - 19870506 MARK NOT FOUND   USPSQD
 FK0472
 FK0472                          STATION DESCRIPTION
 FK0472
 FK0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0472'5.2 MI NW FROM CHEYENNE.
 FK0472'5.2 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0472'54 FEET EAST OF CENTER LINE OF U.S. HIGHWAY 283, 18 FEET SOUTH
 FK0472'OF GATE IN RIGHT OF WAY FENCE.
 FK0472
 FK0472                          STATION RECOVERY (1987)
 FK0472
 FK0472'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0226 ***********************************************************************
 GJ0226  DESIGNATION -  B 106
 GJ0226  PID         -  GJ0226
 GJ0226  STATE/COUNTY-  OK/WOODWARD
 GJ0226  COUNTRY     -  US
 GJ0226  USGS QUAD   -  SLEEPING BEAR CREEK SW (2018)
 GJ0226
 GJ0226                         *CURRENT SURVEY CONTROL
 GJ0226  ______________________________________________________________________
 GJ0226* NAD 83(1986) POSITION- 36 30 02.     (N) 099 29 12.     (W)   SCALED
 GJ0226* NAVD 88 ORTHO HEIGHT -   614.700 (meters)     2016.73  (feet) ADJUSTED
 GJ0226  ______________________________________________________________________
 GJ0226  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GJ0226  DYNAMIC HEIGHT  -        614.104 (meters)     2014.77  (feet) COMP
 GJ0226  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 GJ0226
 GJ0226  VERT ORDER      -  SECOND    CLASS 0
 GJ0226
 GJ0226.The horizontal coordinates were scaled from a map and have
 GJ0226.an estimated accuracy of +/- 6 seconds.
 GJ0226
 GJ0226.The orthometric height was determined by differential leveling and
 GJ0226.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0226.in June 1991.
 GJ0226
 GJ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0226.GEOID18 height accuracy estimate available here.
 GJ0226
 GJ0226.Click photographs - Photos may exist for this station.
 GJ0226
 GJ0226.The dynamic height is computed by dividing the NAVD 88
 GJ0226.geopotential number by the normal gravity value computed on the
 GJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0226.degrees latitude (g = 980.6199 gals.).
 GJ0226
 GJ0226.The modeled gravity was interpolated from observed gravity values.
 GJ0226
 GJ0226;                    North         East    Units  Estimated Accuracy
 GJ0226;SPC OK N     -   167,510.      466,820.      MT  (+/- 180 meters Scaled)
 GJ0226
 GJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF564395(NAD 83)
 GJ0226
 GJ0226                          SUPERSEDED SURVEY CONTROL
 GJ0226
 GJ0226  NGVD 29 (??/??/92)  614.434  (m)         2015.86   (f) ADJ UNCH    2 0
 GJ0226
 GJ0226.Superseded values are not recommended for survey control.
 GJ0226
 GJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0226.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0226
 GJ0226_MARKER: DB = BENCH MARK DISK
 GJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0226_STAMPING: B 106 1934
 GJ0226_MARK LOGO: CGS
 GJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0226+STABILITY: SURFACE MOTION
 GJ0226
 GJ0226  HISTORY     - Date     Condition        Report By
 GJ0226  HISTORY     - 1934     MONUMENTED       CGS
 GJ0226
 GJ0226                          STATION DESCRIPTION
 GJ0226
 GJ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0226'7.7 MI NW FROM WOODWARD.
 GJ0226'7.7 MILES NORTHWEST OF WOODWARD A.T. AND S.F. RR. STATION.
 GJ0226'42 FEET NORTHWEST OF ROAD CROSSING RAILWAY TRACK.  39 FEET EAST
 GJ0226'OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.
 GJ0226'12 FEET NORTH OF SEVENTH POLE NORTH OF MILE POLE 227.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0014 ***********************************************************************
 GK0014  DESIGNATION -  B 107
 GK0014  PID         -  GK0014
 GK0014  STATE/COUNTY-  OK/BEAVER
 GK0014  COUNTRY     -  US
 GK0014  USGS QUAD   -  GATE (2018)
 GK0014
 GK0014                         *CURRENT SURVEY CONTROL
 GK0014  ______________________________________________________________________
 GK0014* NAD 83(1986) POSITION- 36 49 41.     (N) 100 06 33.     (W)   SCALED
 GK0014* NAVD 88 ORTHO HEIGHT -   725.941 (meters)     2381.69  (feet) ADJUSTED
 GK0014  ______________________________________________________________________
 GK0014  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 GK0014  DYNAMIC HEIGHT  -        725.255 (meters)     2379.44  (feet) COMP
 GK0014  MODELED GRAVITY -    979,663.6   (mgal)                       NAVD 88
 GK0014
 GK0014  VERT ORDER      -  SECOND    CLASS 0
 GK0014
 GK0014.The horizontal coordinates were scaled from a map and have
 GK0014.an estimated accuracy of +/- 6 seconds.
 GK0014
 GK0014.The orthometric height was determined by differential leveling and
 GK0014.adjusted by the NATIONAL GEODETIC SURVEY
 GK0014.in June 1991.
 GK0014
 GK0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0014.GEOID18 height accuracy estimate available here.
 GK0014
 GK0014.Click photographs - Photos may exist for this station.
 GK0014
 GK0014.The dynamic height is computed by dividing the NAVD 88
 GK0014.geopotential number by the normal gravity value computed on the
 GK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0014.degrees latitude (g = 980.6199 gals.).
 GK0014
 GK0014.The modeled gravity was interpolated from observed gravity values.
 GK0014
 GK0014;                    North         East    Units  Estimated Accuracy
 GK0014;SPC OK N     -   204,880.      411,850.      MT  (+/- 180 meters Scaled)
 GK0014
 GK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF010763(NAD 83)
 GK0014
 GK0014                          SUPERSEDED SURVEY CONTROL
 GK0014
 GK0014  NGVD 29 (??/??/92)  725.635  (m)         2380.69   (f) ADJ UNCH    2 0
 GK0014
 GK0014.Superseded values are not recommended for survey control.
 GK0014
 GK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0014.See file dsdata.pdf to determine how the superseded data were derived.
 GK0014
 GK0014_MARKER: DB = BENCH MARK DISK
 GK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0014_STAMPING: B 107 1934
 GK0014_MARK LOGO: CGS
 GK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0014+STABILITY: SURFACE MOTION
 GK0014
 GK0014  HISTORY     - Date     Condition        Report By
 GK0014  HISTORY     - 1934     MONUMENTED       CGS
 GK0014  HISTORY     - 1969     MARK NOT FOUND   USGS
 GK0014
 GK0014                          STATION DESCRIPTION
 GK0014
 GK0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0014'4.2 MI NW FROM GATE.
 GK0014'4.2 MILES NORTHWEST OF GATE M.K. AND T.RR. STATION 0.2 MILE SOUTHWEST
 GK0014'OF MILE POLE 276.  50 FEET WEST OF CENTER LINE OF SECTION LINE ROAD.
 GK0014'40 FEET SOUTHEAST OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY
 GK0014'TRACK.
 GK0014
 GK0014                          STATION RECOVERY (1969)
 GK0014
 GK0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GK0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0392 ***********************************************************************
 GJ0392  DESIGNATION -  B 108
 GJ0392  PID         -  GJ0392
 GJ0392  STATE/COUNTY-  OK/HARPER
 GJ0392  COUNTRY     -  US
 GJ0392  USGS QUAD   -  ROSSTON SE (2018)
 GJ0392
 GJ0392                         *CURRENT SURVEY CONTROL
 GJ0392  ______________________________________________________________________
 GJ0392* NAD 83(1986) POSITION- 36 48 44.     (N) 099 48 45.     (W)   SCALED
 GJ0392* NAVD 88 ORTHO HEIGHT -   656.470 (meters)     2153.77  (feet) ADJUSTED
 GJ0392  ______________________________________________________________________
 GJ0392  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 GJ0392  DYNAMIC HEIGHT  -        655.858 (meters)     2151.76  (feet) COMP
 GJ0392  MODELED GRAVITY -    979,677.9   (mgal)                       NAVD 88
 GJ0392
 GJ0392  VERT ORDER      -  SECOND    CLASS 0
 GJ0392
 GJ0392.The horizontal coordinates were scaled from a map and have
 GJ0392.an estimated accuracy of +/- 6 seconds.
 GJ0392
 GJ0392.The orthometric height was determined by differential leveling and
 GJ0392.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0392.in June 1991.
 GJ0392
 GJ0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0392.GEOID18 height accuracy estimate available here.
 GJ0392
 GJ0392.Click photographs - Photos may exist for this station.
 GJ0392
 GJ0392.The dynamic height is computed by dividing the NAVD 88
 GJ0392.geopotential number by the normal gravity value computed on the
 GJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0392.degrees latitude (g = 980.6199 gals.).
 GJ0392
 GJ0392.The modeled gravity was interpolated from observed gravity values.
 GJ0392
 GJ0392;                    North         East    Units  Estimated Accuracy
 GJ0392;SPC OK N     -   202,590.      438,280.      MT  (+/- 180 meters Scaled)
 GJ0392
 GJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF275743(NAD 83)
 GJ0392
 GJ0392                          SUPERSEDED SURVEY CONTROL
 GJ0392
 GJ0392  NGVD 29 (??/??/92)  656.192  (m)         2152.86   (f) ADJ UNCH    2 0
 GJ0392
 GJ0392.Superseded values are not recommended for survey control.
 GJ0392
 GJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0392.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0392
 GJ0392_MARKER: DB = BENCH MARK DISK
 GJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0392_STAMPING: B 108 1934
 GJ0392_MARK LOGO: CGS
 GJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0392+STABILITY: SURFACE MOTION
 GJ0392
 GJ0392  HISTORY     - Date     Condition        Report By
 GJ0392  HISTORY     - 1934     MONUMENTED       CGS
 GJ0392  HISTORY     - 1971     MARK NOT FOUND   NGS
 GJ0392
 GJ0392                          STATION DESCRIPTION
 GJ0392
 GJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0392'6.8 MI E FROM ROSSTON.
 GJ0392'48 FEET NORTH OF CENTER LINE OF SECTION LINE ROAD, 18 FEET EAST
 GJ0392'OF POWER LINE POST, 1 FOOT SOUTH OF FENCE LINE.
 GJ0392
 GJ0392                          STATION RECOVERY (1971)
 GJ0392
 GJ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GJ0392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0203 ***********************************************************************
 GJ0203  DESIGNATION -  B 109
 GJ0203  PID         -  GJ0203
 GJ0203  STATE/COUNTY-  OK/WOODS
 GJ0203  COUNTRY     -  US
 GJ0203  USGS QUAD   -  EDITH (2018)
 GJ0203
 GJ0203                         *CURRENT SURVEY CONTROL
 GJ0203  ______________________________________________________________________
 GJ0203* NAD 83(1986) POSITION- 36 48 10.     (N) 099 12 39.     (W)   SCALED
 GJ0203* NAVD 88 ORTHO HEIGHT -   479.736 (meters)     1573.93  (feet) ADJUSTED
 GJ0203  ______________________________________________________________________
 GJ0203  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 GJ0203  DYNAMIC HEIGHT  -        479.295 (meters)     1572.49  (feet) COMP
 GJ0203  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 GJ0203
 GJ0203  VERT ORDER      -  SECOND    CLASS 0
 GJ0203
 GJ0203.The horizontal coordinates were scaled from a map and have
 GJ0203.an estimated accuracy of +/- 6 seconds.
 GJ0203
 GJ0203.The orthometric height was determined by differential leveling and
 GJ0203.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0203.in June 1991.
 GJ0203
 GJ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0203.GEOID18 height accuracy estimate available here.
 GJ0203
 GJ0203.Click photographs - Photos may exist for this station.
 GJ0203
 GJ0203.The dynamic height is computed by dividing the NAVD 88
 GJ0203.geopotential number by the normal gravity value computed on the
 GJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0203.degrees latitude (g = 980.6199 gals.).
 GJ0203
 GJ0203.The modeled gravity was interpolated from observed gravity values.
 GJ0203
 GJ0203;                    North         East    Units  Estimated Accuracy
 GJ0203;SPC OK N     -   200,700.      491,950.      MT  (+/- 180 meters Scaled)
 GJ0203
 GJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF811730(NAD 83)
 GJ0203
 GJ0203                          SUPERSEDED SURVEY CONTROL
 GJ0203
 GJ0203  NGVD 29 (??/??/92)  479.493  (m)         1573.14   (f) ADJ UNCH    2 0
 GJ0203
 GJ0203.Superseded values are not recommended for survey control.
 GJ0203
 GJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0203.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0203
 GJ0203_MARKER: DB = BENCH MARK DISK
 GJ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0203_STAMPING: B 109 1934
 GJ0203_MARK LOGO: CGS
 GJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0203+STABILITY: SURFACE MOTION
 GJ0203
 GJ0203  HISTORY     - Date     Condition        Report By
 GJ0203  HISTORY     - 1934     MONUMENTED       CGS
 GJ0203
 GJ0203                          STATION DESCRIPTION
 GJ0203
 GJ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0203'6.1 MI NW FROM FREEDOM.
 GJ0203'6.1 MILES NORTHWEST OF A.T AND SF. RR. STATION AT FREEDOM AT
 GJ0203'EDITH, 100 FEET NORTH EAST OF CORNER OF ATCHISON TOPEKA AND
 GJ0203'SANTA FE STATION, 60 FEET SOUTHEAST OF 4TH. POST WEST OF MILEPOST
 GJ0203'26, 25 FEET NORTH OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0224 ***********************************************************************
 GJ0224  DESIGNATION -  B 110
 GJ0224  PID         -  GJ0224
 GJ0224  STATE/COUNTY-  OK/WOODS
 GJ0224  COUNTRY     -  US
 GJ0224  USGS QUAD   -  LOOKOUT (2018)
 GJ0224
 GJ0224                         *CURRENT SURVEY CONTROL
 GJ0224  ______________________________________________________________________
 GJ0224* NAD 83(1986) POSITION- 36 59 35.     (N) 099 15 57.     (W)   SCALED
 GJ0224* NAVD 88 ORTHO HEIGHT -   626.328 (meters)     2054.88  (feet) ADJUSTED
 GJ0224  ______________________________________________________________________
 GJ0224  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 GJ0224  DYNAMIC HEIGHT  -        625.761 (meters)     2053.02  (feet) COMP
 GJ0224  MODELED GRAVITY -    979,705.6   (mgal)                       NAVD 88
 GJ0224
 GJ0224  VERT ORDER      -  SECOND    CLASS 0
 GJ0224
 GJ0224.The horizontal coordinates were scaled from a map and have
 GJ0224.an estimated accuracy of +/- 6 seconds.
 GJ0224
 GJ0224.The orthometric height was determined by differential leveling and
 GJ0224.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0224.in June 1991.
 GJ0224
 GJ0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0224.GEOID18 height accuracy estimate available here.
 GJ0224
 GJ0224.Click photographs - Photos may exist for this station.
 GJ0224
 GJ0224.The dynamic height is computed by dividing the NAVD 88
 GJ0224.geopotential number by the normal gravity value computed on the
 GJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0224.degrees latitude (g = 980.6199 gals.).
 GJ0224
 GJ0224.The modeled gravity was interpolated from observed gravity values.
 GJ0224
 GJ0224;                    North         East    Units  Estimated Accuracy
 GJ0224;SPC OK N     -   221,880.      487,310.      MT  (+/- 180 meters Scaled)
 GJ0224
 GJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF763941(NAD 83)
 GJ0224
 GJ0224                          SUPERSEDED SURVEY CONTROL
 GJ0224
 GJ0224  NGVD 29 (??/??/92)  626.072  (m)         2054.04   (f) ADJ UNCH    2 0
 GJ0224
 GJ0224.Superseded values are not recommended for survey control.
 GJ0224
 GJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0224.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0224
 GJ0224_MARKER: DB = BENCH MARK DISK
 GJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0224_STAMPING: B 110 1934
 GJ0224_MARK LOGO: CGS
 GJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0224+STABILITY: SURFACE MOTION
 GJ0224
 GJ0224  HISTORY     - Date     Condition        Report By
 GJ0224  HISTORY     - 1934     MONUMENTED       CGS
 GJ0224  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0224
 GJ0224                          STATION DESCRIPTION
 GJ0224
 GJ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0224'22.2 MI SE FROM COLDWATER.
 GJ0224'22.2 MILES SOUTHEAST OF COLDWATER A.T. AND S.F. RR. STATION
 GJ0224'183 FEET NORTH OF A DIP AT BOTTOM OF HILL.  30 FEET WEST OF
 GJ0224'CENTERLINE OF OKLAHOMA STATE HIGHWAY 50, AND INSIDE OF RIGHT OF
 GJ0224'WAY FENCE.
 GJ0224
 GJ0224                          STATION RECOVERY (1970)
 GJ0224
 GJ0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0022 ***********************************************************************
 GJ0022  DESIGNATION -  B 111
 GJ0022  PID         -  GJ0022
 GJ0022  STATE/COUNTY-  OK/ALFALFA
 GJ0022  COUNTRY     -  US
 GJ0022  USGS QUAD   -  AMORITA (2018)
 GJ0022
 GJ0022                         *CURRENT SURVEY CONTROL
 GJ0022  ______________________________________________________________________
 GJ0022* NAD 83(1986) POSITION- 36 56 12.     (N) 098 15 10.     (W)   SCALED
 GJ0022* NAVD 88 ORTHO HEIGHT -   365.789 (meters)     1200.09  (feet) ADJUSTED
 GJ0022  ______________________________________________________________________
 GJ0022  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 GJ0022  DYNAMIC HEIGHT  -        365.479 (meters)     1199.08  (feet) COMP
 GJ0022  MODELED GRAVITY -    979,772.2   (mgal)                       NAVD 88
 GJ0022
 GJ0022  VERT ORDER      -  SECOND    CLASS 0
 GJ0022
 GJ0022.The horizontal coordinates were scaled from a map and have
 GJ0022.an estimated accuracy of +/- 6 seconds.
 GJ0022
 GJ0022.The orthometric height was determined by differential leveling and
 GJ0022.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0022.in June 1991.
 GJ0022
 GJ0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0022.GEOID18 height accuracy estimate available here.
 GJ0022
 GJ0022.Click photographs - Photos may exist for this station.
 GJ0022
 GJ0022.The dynamic height is computed by dividing the NAVD 88
 GJ0022.geopotential number by the normal gravity value computed on the
 GJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0022.degrees latitude (g = 980.6199 gals.).
 GJ0022
 GJ0022.The modeled gravity was interpolated from observed gravity values.
 GJ0022
 GJ0022;                    North         East    Units  Estimated Accuracy
 GJ0022;SPC OK N     -   214,920.      577,480.      MT  (+/- 180 meters Scaled)
 GJ0022
 GJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF665881(NAD 83)
 GJ0022
 GJ0022                          SUPERSEDED SURVEY CONTROL
 GJ0022
 GJ0022  NGVD 29 (??/??/92)  365.652  (m)         1199.64   (f) ADJ UNCH    2 0
 GJ0022
 GJ0022.Superseded values are not recommended for survey control.
 GJ0022
 GJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0022.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0022
 GJ0022_MARKER: DB = BENCH MARK DISK
 GJ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0022_STAMPING: B 111 1934
 GJ0022_MARK LOGO: CGS
 GJ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0022+STABILITY: SURFACE MOTION
 GJ0022
 GJ0022  HISTORY     - Date     Condition        Report By
 GJ0022  HISTORY     - 1934     MONUMENTED       CGS
 GJ0022
 GJ0022                          STATION DESCRIPTION
 GJ0022
 GJ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0022'3.5 MI NE FROM BYRON.
 GJ0022'3.5 MILES NORTHEAST OF A.T. AND SF. RR. STATION AT BYRON, 102
 GJ0022'FEET NORTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0022'60 FEET NORTHEAST OF 4TH POLE SOUTHWEST OF MILEPOST 286, 30 FEET
 GJ0022'WEST OF CENTERLINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0077 ***********************************************************************
 GJ0077  DESIGNATION -  B 112
 GJ0077  PID         -  GJ0077
 GJ0077  STATE/COUNTY-  OK/MAJOR
 GJ0077  COUNTRY     -  US
 GJ0077  USGS QUAD   -  FAIRVIEW (2018)
 GJ0077
 GJ0077                         *CURRENT SURVEY CONTROL
 GJ0077  ______________________________________________________________________
 GJ0077* NAD 83(1986) POSITION- 36 21 35.     (N) 098 28 30.     (W)   SCALED
 GJ0077* NAVD 88 ORTHO HEIGHT -   379.775 (meters)     1245.98  (feet) ADJUSTED
 GJ0077  ______________________________________________________________________
 GJ0077  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 GJ0077  DYNAMIC HEIGHT  -        379.437 (meters)     1244.87  (feet) COMP
 GJ0077  MODELED GRAVITY -    979,730.3   (mgal)                       NAVD 88
 GJ0077
 GJ0077  VERT ORDER      -  SECOND    CLASS 0
 GJ0077
 GJ0077.The horizontal coordinates were scaled from a map and have
 GJ0077.an estimated accuracy of +/- 6 seconds.
 GJ0077
 GJ0077.The orthometric height was determined by differential leveling and
 GJ0077.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0077.in June 1991.
 GJ0077
 GJ0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0077.GEOID18 height accuracy estimate available here.
 GJ0077
 GJ0077.Click photographs - Photos may exist for this station.
 GJ0077
 GJ0077.The dynamic height is computed by dividing the NAVD 88
 GJ0077.geopotential number by the normal gravity value computed on the
 GJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0077.degrees latitude (g = 980.6199 gals.).
 GJ0077
 GJ0077.The modeled gravity was interpolated from observed gravity values.
 GJ0077
 GJ0077;                    North         East    Units  Estimated Accuracy
 GJ0077;SPC OK N     -   150,970.      557,370.      MT  (+/- 180 meters Scaled)
 GJ0077
 GJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF471239(NAD 83)
 GJ0077
 GJ0077                          SUPERSEDED SURVEY CONTROL
 GJ0077
 GJ0077  NGVD 29 (??/??/92)  379.613  (m)         1245.45   (f) ADJ UNCH    2 0
 GJ0077
 GJ0077.Superseded values are not recommended for survey control.
 GJ0077
 GJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0077.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0077
 GJ0077_MARKER: DB = BENCH MARK DISK
 GJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0077_STAMPING: B 112 1935
 GJ0077_MARK LOGO: CGS
 GJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0077+STABILITY: SURFACE MOTION
 GJ0077
 GJ0077  HISTORY     - Date     Condition        Report By
 GJ0077  HISTORY     - 1935     MONUMENTED       CGS
 GJ0077
 GJ0077                          STATION DESCRIPTION
 GJ0077
 GJ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0077'AT ORIENTA.
 GJ0077'AT ORIENTA 63 FEET SOUTH OF ATCHISON TOPEKA AND SANTA FE STATION,
 GJ0077'25 FEET EAST OF NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0228 ***********************************************************************
 FK0228  DESIGNATION -  B 113
 FK0228  PID         -  FK0228
 FK0228  STATE/COUNTY-  OK/CUSTER
 FK0228  COUNTRY     -  US
 FK0228  USGS QUAD   -  CLINTON NE (2018)
 FK0228
 FK0228                         *CURRENT SURVEY CONTROL
 FK0228  ______________________________________________________________________
 FK0228* NAD 83(1986) POSITION- 35 43 31.     (N) 098 47 19.     (W)   SCALED
 FK0228* NAVD 88 ORTHO HEIGHT -   531.317 (meters)     1743.16  (feet) ADJUSTED
 FK0228  ______________________________________________________________________
 FK0228  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 FK0228  DYNAMIC HEIGHT  -        530.798 (meters)     1741.46  (feet) COMP
 FK0228  MODELED GRAVITY -    979,640.0   (mgal)                       NAVD 88
 FK0228
 FK0228  VERT ORDER      -  SECOND    CLASS 0
 FK0228
 FK0228.The horizontal coordinates were scaled from a map and have
 FK0228.an estimated accuracy of +/- 6 seconds.
 FK0228
 FK0228.The orthometric height was determined by differential leveling and
 FK0228.adjusted by the NATIONAL GEODETIC SURVEY
 FK0228.in June 1991.
 FK0228
 FK0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0228.GEOID18 height accuracy estimate available here.
 FK0228
 FK0228.Click photographs - Photos may exist for this station.
 FK0228
 FK0228.The dynamic height is computed by dividing the NAVD 88
 FK0228.geopotential number by the normal gravity value computed on the
 FK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0228.degrees latitude (g = 980.6199 gals.).
 FK0228
 FK0228.The modeled gravity was interpolated from observed gravity values.
 FK0228
 FK0228;                    North         East    Units  Estimated Accuracy
 FK0228;SPC OK N     -    80,760.      528,650.      MT  (+/- 180 meters Scaled)
 FK0228
 FK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE191534(NAD 83)
 FK0228
 FK0228                          SUPERSEDED SURVEY CONTROL
 FK0228
 FK0228  NGVD 29 (??/??/92)  531.108  (m)         1742.48   (f) ADJ UNCH    2 0
 FK0228
 FK0228.Superseded values are not recommended for survey control.
 FK0228
 FK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0228.See file dsdata.pdf to determine how the superseded data were derived.
 FK0228
 FK0228_MARKER: DB = BENCH MARK DISK
 FK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0228_STAMPING: B 113 1935
 FK0228_MARK LOGO: CGS
 FK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0228+STABILITY: SURFACE MOTION
 FK0228
 FK0228  HISTORY     - Date     Condition        Report By
 FK0228  HISTORY     - 1935     MONUMENTED       CGS
 FK0228  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0228
 FK0228                          STATION DESCRIPTION
 FK0228
 FK0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0228'2.3 MI SW FROM THOMAS.
 FK0228'2.3 MILES SOUTHWEST OF AT AND SF STATION AT THOMAS 0.23 MILE
 FK0228'SOUTHWEST OF MILEPOST 381, 45 FEET SOUTHEAST OF NEAREST RAIL OF
 FK0228'ATCHISON TOPEKA AND SANTA FE TRACK, 42 FEET SOUTH OF CENTER
 FK0228'LINE OF SECTION LINE ROAD.
 FK0228
 FK0228                          STATION RECOVERY (1981)
 FK0228
 FK0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0130 ***********************************************************************
 GJ0130  DESIGNATION -  B 114
 GJ0130  PID         -  GJ0130
 GJ0130  STATE/COUNTY-  OK/MAJOR
 GJ0130  COUNTRY     -  US
 GJ0130  USGS QUAD   -  TOGO (2018)
 GJ0130
 GJ0130                         *CURRENT SURVEY CONTROL
 GJ0130  ______________________________________________________________________
 GJ0130* NAD 83(1986) POSITION- 36 27 36.     (N) 098 49 26.     (W)   SCALED
 GJ0130* NAVD 88 ORTHO HEIGHT -   409.946 (meters)     1344.96  (feet) ADJUSTED
 GJ0130  ______________________________________________________________________
 GJ0130  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 GJ0130  DYNAMIC HEIGHT  -        409.570 (meters)     1343.73  (feet) COMP
 GJ0130  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 GJ0130
 GJ0130  VERT ORDER      -  SECOND    CLASS 0
 GJ0130
 GJ0130.The horizontal coordinates were scaled from a map and have
 GJ0130.an estimated accuracy of +/- 6 seconds.
 GJ0130
 GJ0130.The orthometric height was determined by differential leveling and
 GJ0130.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0130.in June 1991.
 GJ0130
 GJ0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0130.GEOID18 height accuracy estimate available here.
 GJ0130
 GJ0130.Click photographs - Photos may exist for this station.
 GJ0130
 GJ0130.The dynamic height is computed by dividing the NAVD 88
 GJ0130.geopotential number by the normal gravity value computed on the
 GJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0130.degrees latitude (g = 980.6199 gals.).
 GJ0130
 GJ0130.The modeled gravity was interpolated from observed gravity values.
 GJ0130
 GJ0130;                    North         East    Units  Estimated Accuracy
 GJ0130;SPC OK N     -   162,310.      526,150.      MT  (+/- 180 meters Scaled)
 GJ0130
 GJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF157349(NAD 83)
 GJ0130
 GJ0130                          SUPERSEDED SURVEY CONTROL
 GJ0130
 GJ0130  NGVD 29 (??/??/92)  409.757  (m)         1344.34   (f) ADJ UNCH    2 0
 GJ0130
 GJ0130.Superseded values are not recommended for survey control.
 GJ0130
 GJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0130.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0130
 GJ0130_MARKER: DB = BENCH MARK DISK
 GJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0130_STAMPING: B 114 1935
 GJ0130_MARK LOGO: CGS
 GJ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0130+STABILITY: SURFACE MOTION
 GJ0130
 GJ0130  HISTORY     - Date     Condition        Report By
 GJ0130  HISTORY     - 1935     MONUMENTED       CGS
 GJ0130  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0130
 GJ0130                          STATION DESCRIPTION
 GJ0130
 GJ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0130'11 MI SE FROM BELVA.
 GJ0130'11.0 MILES SOUTHEAST OF SANTA FE STATION AT BELVA, 240 FEET
 GJ0130'SOUTHWEST OF WHERE CREEK EMPTIES INTO CIMARRON RIVER, 179 FEET
 GJ0130'WEST OF WOODEN BRIDGE OVER CREEK, 42 FEET SOUTH OF CENTER LINE
 GJ0130'OF STATE HIGHWAY 15.
 GJ0130
 GJ0130                          STATION RECOVERY (1969)
 GJ0130
 GJ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0418 ***********************************************************************
 GG0418  DESIGNATION -  B 118
 GG0418  PID         -  GG0418
 GG0418  STATE/COUNTY-  OK/TULSA
 GG0418  COUNTRY     -  US
 GG0418  USGS QUAD   -  TULSA (2019)
 GG0418
 GG0418                         *CURRENT SURVEY CONTROL
 GG0418  ______________________________________________________________________
 GG0418* NAD 83(2011) POSITION- 36 10 28.88780(N) 095 56 21.37597(W)   ADJUSTED
 GG0418* NAD 83(2011) ELLIP HT-   181.955 (meters)        (12/04/23)   ADJUSTED
 GG0418* NAD 83(2011) EPOCH   -  2010.00
 GG0418* NAVD 88 ORTHO HEIGHT -   210.916 (meters)      691.98  (feet) ADJUSTED
 GG0418  ______________________________________________________________________
 GG0418  GEOID HEIGHT    -        -28.964 (meters)                     GEOID18
 GG0418  NAD 83(2011) X  -   -533,381.854 (meters)                     COMP
 GG0418  NAD 83(2011) Y  - -5,127,058.319 (meters)                     COMP
 GG0418  NAD 83(2011) Z  -  3,743,963.527 (meters)                     COMP
 GG0418  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 GG0418  DYNAMIC HEIGHT  -        210.732 (meters)      691.38  (feet) COMP
 GG0418  MODELED GRAVITY -    979,753.9   (mgal)                       NAVD 88
 GG0418
 GG0418  VERT ORDER      -  FIRST     CLASS II
 GG0418
 GG0418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0418  Standards:
 GG0418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0418  -------------------------------------------------------------------
 GG0418  NETWORK    1.13   1.78           0.50   0.42   0.91     -0.03639887
 GG0418  -------------------------------------------------------------------
 GG0418  Click here for local accuracies and other accuracy information.
 GG0418
 GG0418.The horizontal coordinates were established by GPS observations
 GG0418.and adjusted by the OK DEPT OF TRANSP in December 2023.
 GG0418
 GG0418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0418.been affixed to the stable North American tectonic plate. See 
 GG0418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0418
 GG0418.The horizontal coordinates are valid at the epoch date displayed above
 GG0418.which is a decimal equivalence of Year/Month/Day.
 GG0418
 GG0418.The orthometric height was determined by differential leveling and
 GG0418.adjusted by the NATIONAL GEODETIC SURVEY
 GG0418.in June 1991.
 GG0418
 GG0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0418.GEOID18 height accuracy estimate available here.
 GG0418
 GG0418.Click photographs - Photos may exist for this station.
 GG0418
 GG0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0418
 GG0418.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0418
 GG0418.The ellipsoidal height was determined by GPS observations
 GG0418.and is referenced to NAD 83.
 GG0418
 GG0418.The dynamic height is computed by dividing the NAVD 88
 GG0418.geopotential number by the normal gravity value computed on the
 GG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0418.degrees latitude (g = 980.6199 gals.).
 GG0418
 GG0418.The modeled gravity was interpolated from observed gravity values.
 GG0418
 GG0418. The following values were computed from the NAD 83(2011) position.
 GG0418
 GG0418;                    North         East     Units Scale Factor Converg.
 GG0418;SPC OK N     -   132,302.715   785,368.234   MT  0.99994542   +1 12 58.1
 GG0418;SPC OK N     -   434,063.16  2,576,662.28   sFT  0.99994542   +1 12 58.1
 GG0418;UTM  15      - 4,007,328.939   235,640.506   MT  1.00046118   -1 44 09.3
 GG0418;UTM  14      - 4,007,666.956   775,286.579   MT  1.00053386   +1 48 27.8
 GG0418
 GG0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0418!SPC OK N     -   0.99997144  x   0.99994542  =   0.99991687
 GG0418!UTM  15      -   0.99997144  x   1.00046118  =   1.00043261
 GG0418!UTM  14      -   0.99997144  x   1.00053386  =   1.00050529
 GG0418
 GG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3564007328(NAD 83)
 GG0418
 GG0418                          SUPERSEDED SURVEY CONTROL
 GG0418
 GG0418  NGVD 29 (??/??/92)  210.796  (m)          691.59   (f) ADJ UNCH    1 2
 GG0418
 GG0418.Superseded values are not recommended for survey control.
 GG0418
 GG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0418.See file dsdata.pdf to determine how the superseded data were derived.
 GG0418
 GG0418_MARKER: DB = BENCH MARK DISK
 GG0418_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0418_SP_SET: CULVERT HEADWALL
 GG0418_STAMPING: B 118 1959
 GG0418_MARK LOGO: CGS
 GG0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0418+STABILITY: SURFACE MOTION
 GG0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0418+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2023
 GG0418
 GG0418  HISTORY     - Date     Condition        Report By
 GG0418  HISTORY     - 1959     MONUMENTED       CGS
 GG0418  HISTORY     - 1989     GOOD             USPSQD
 GG0418  HISTORY     - 19940401 GOOD             NGS
 GG0418  HISTORY     - 20081105 GOOD             AIRDAT
 GG0418  HISTORY     - 20100402 GOOD             AIRDAT
 GG0418  HISTORY     - 20231113 GOOD             OKDOT
 GG0418
 GG0418                          STATION DESCRIPTION
 GG0418
 GG0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0418'IN TULSA.
 GG0418'ABOUT 3.1 MILES NORTHEAST ALONG THE ST. LOUIS - SAN FRANCISCO
 GG0418'RAILWAY FROM THE UNION STATION AT TULSA, NEAR THE INTERSECTION
 GG0418'OF THE RAILROAD WITH HARVARD AVENUE, ABOUT 300 FEET NORTHEAST
 GG0418'OF THE CENTERLINE OF HARVARD AVENUE, 56 1/2 FEET WEST OF A
 GG0418'POWER-LINE POLE, 19 1/2 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 GG0418'TRACK, ON THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT, 0.8 FEET
 GG0418'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND ABOUT 7 FEET
 GG0418'BELOW THE TRACK.  A STANDARD DISK STAMPED B 118 1959 SET IN A
 GG0418'DRILL HOLE IN THE CONCRETE.
 GG0418
 GG0418                          STATION RECOVERY (1989)
 GG0418
 GG0418'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSF)
 GG0418'RECOVERED IN GOOD CONDITION.
 GG0418
 GG0418                          STATION RECOVERY (1994)
 GG0418
 GG0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0418'IN TULSA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 GG0418'HARVARD AVENUE, IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE
 GG0418'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A DOUBLE BOX
 GG0418'CULVERT UNDER THE RAILROAD, 88.5 M (290.4 FT) EAST OF THE CENTERLINE
 GG0418'OF THE NORTHBOUND LANES OF THE AVENUE, 6.3 M (20.7 FT) SOUTHEAST OF
 GG0418'THE NEAR RAIL, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACKS.
 GG0418
 GG0418                          STATION RECOVERY (2008)
 GG0418
 GG0418'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0418'RECOVERED IN GOOD CONDITION.
 GG0418
 GG0418                          STATION RECOVERY (2010)
 GG0418
 GG0418'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0418'RECOVERED IN GOOD CONDITION.
 GG0418
 GG0418                          STATION RECOVERY (2023)
 GG0418
 GG0418'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0418'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0515 ***********************************************************************
 EM0515  DESIGNATION -  B 123
 EM0515  PID         -  EM0515
 EM0515  STATE/COUNTY-  OK/JACKSON
 EM0515  COUNTRY     -  US
 EM0515  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0515
 EM0515                         *CURRENT SURVEY CONTROL
 EM0515  ______________________________________________________________________
 EM0515* NAD 83(1986) POSITION- 34 30 30.8    (N) 099 34 02.4    (W)   HD_HELD2
 EM0515* NAVD 88 ORTHO HEIGHT -   423.183 (meters)     1388.39  (feet) ADJUSTED
 EM0515  ______________________________________________________________________
 EM0515  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 EM0515  DYNAMIC HEIGHT  -        422.716 (meters)     1386.86  (feet) COMP
 EM0515  MODELED GRAVITY -    979,520.2   (mgal)                       NAVD 88
 EM0515
 EM0515  VERT ORDER      -  SECOND    CLASS 0
 EM0515
 EM0515.The horizontal coordinates were established by autonomous hand held GPS
 EM0515.observations and have an estimated accuracy of +/- 10 meters.
 EM0515
 EM0515.The orthometric height was determined by differential leveling and
 EM0515.adjusted by the NATIONAL GEODETIC SURVEY
 EM0515.in June 1991.
 EM0515
 EM0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0515.GEOID18 height accuracy estimate available here.
 EM0515
 EM0515.Click photographs - Photos may exist for this station.
 EM0515
 EM0515.The dynamic height is computed by dividing the NAVD 88
 EM0515.geopotential number by the normal gravity value computed on the
 EM0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0515.degrees latitude (g = 980.6199 gals.).
 EM0515
 EM0515.The modeled gravity was interpolated from observed gravity values.
 EM0515
 EM0515;                    North         East    Units  Estimated Accuracy
 EM0515;SPC OK S     -   131,477.      456,086.      MT  (+/- 10 meters HH2 GPS)
 EM0515
 EM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4792118692(NAD 83)
 EM0515
 EM0515                          SUPERSEDED SURVEY CONTROL
 EM0515
 EM0515  NGVD 29 (??/??/92)  423.000  (m)         1387.79   (f) ADJ UNCH    2 0
 EM0515
 EM0515.Superseded values are not recommended for survey control.
 EM0515
 EM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0515.See file dsdata.pdf to determine how the superseded data were derived.
 EM0515
 EM0515_MARKER: DB = BENCH MARK DISK
 EM0515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0515_SP_SET: CULVERT HEADWALL
 EM0515_STAMPING: B 123 1961
 EM0515_MARK LOGO: CGS
 EM0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0515+STABILITY: SURFACE MOTION
 EM0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0515+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2019
 EM0515
 EM0515  HISTORY     - Date     Condition        Report By
 EM0515  HISTORY     - 1961     MONUMENTED       CGS
 EM0515  HISTORY     - 1981     GOOD             LOCSUR
 EM0515  HISTORY     - 20091010 GOOD             INDIV
 EM0515  HISTORY     - 20191211 GOOD             OKDOT
 EM0515
 EM0515                          STATION DESCRIPTION
 EM0515
 EM0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0515'5.5 MI NE FROM ELDORADO.
 EM0515'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 EM0515'ELDORADO, 19.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 7 FEET EAST OF
 EM0515'A WITNESS POST, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH
 EM0515'HEADWALL OF A CONCRETE CULVERT, LEVEL WITH THE HIGHWAY.
 EM0515
 EM0515                          STATION RECOVERY (1981)
 EM0515
 EM0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EM0515'RECOVERED IN GOOD CONDITION.
 EM0515
 EM0515                          STATION RECOVERY (2009)
 EM0515
 EM0515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 EM0515'RECOVERED AS DESCRIBED
 EM0515
 EM0515                          STATION RECOVERY (2019)
 EM0515
 EM0515'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SJP)
 EM0515'NOT SUITABLE FOR GPS OBSERVATION - THE BENCH MARK IS IN A HEADWALL IN
 EM0515'CLOSE PROXIMITY TO HIGHWAY TRAFFIC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0031 ***********************************************************************
 EM0031  DESIGNATION -  B 125
 EM0031  PID         -  EM0031
 EM0031  STATE/COUNTY-  OK/COMANCHE
 EM0031  COUNTRY     -  US
 EM0031  USGS QUAD   -  LAWTON (2018)
 EM0031
 EM0031                         *CURRENT SURVEY CONTROL
 EM0031  ______________________________________________________________________
 EM0031* NAD 83(1986) POSITION- 34 34 56.     (N) 098 24 13.     (W)   SCALED
 EM0031* NAVD 88 ORTHO HEIGHT -   337.552 (meters)     1107.45  (feet) ADJUSTED
 EM0031  ______________________________________________________________________
 EM0031  GEOID HEIGHT    -        -25.643 (meters)                     GEOID18
 EM0031  DYNAMIC HEIGHT  -        337.215 (meters)     1106.35  (feet) COMP
 EM0031  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 EM0031
 EM0031  VERT ORDER      -  SECOND    CLASS 0
 EM0031
 EM0031.The horizontal coordinates were scaled from a map and have
 EM0031.an estimated accuracy of +/- 6 seconds.
 EM0031
 EM0031.The orthometric height was determined by differential leveling and
 EM0031.adjusted by the NATIONAL GEODETIC SURVEY
 EM0031.in June 1991.
 EM0031
 EM0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0031.GEOID18 height accuracy estimate available here.
 EM0031
 EM0031.Click photographs - Photos may exist for this station.
 EM0031
 EM0031.The dynamic height is computed by dividing the NAVD 88
 EM0031.geopotential number by the normal gravity value computed on the
 EM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0031.degrees latitude (g = 980.6199 gals.).
 EM0031
 EM0031.The modeled gravity was interpolated from observed gravity values.
 EM0031
 EM0031;                    North         East    Units  Estimated Accuracy
 EM0031;SPC OK S     -   138,610.      562,970.      MT  (+/- 180 meters Scaled)
 EM0031
 EM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND546268(NAD 83)
 EM0031
 EM0031                          SUPERSEDED SURVEY CONTROL
 EM0031
 EM0031  NGVD 29 (??/??/92)  337.453  (m)         1107.13   (f) ADJ UNCH    2 0
 EM0031
 EM0031.Superseded values are not recommended for survey control.
 EM0031
 EM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0031.See file dsdata.pdf to determine how the superseded data were derived.
 EM0031
 EM0031_MARKER: DB = BENCH MARK DISK
 EM0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0031_SP_SET: CULVERT HEADWALL
 EM0031_STAMPING: B 125 1963
 EM0031_MARK LOGO: CGS
 EM0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0031+STABILITY: SURFACE MOTION
 EM0031
 EM0031  HISTORY     - Date     Condition        Report By
 EM0031  HISTORY     - 1963     MONUMENTED       CGS
 EM0031  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0031
 EM0031                          STATION DESCRIPTION
 EM0031
 EM0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0031'1.2 MI S FROM LAWTON.
 EM0031'ABOUT 1.2 MILES SOUTH OF LAWTON, NEAR THE INTERSECTION OF U.S.
 EM0031'HIGHWAYS 277 - 281 AND STATE HIGHWAY 37, ABOUT 340 FEET NORTH OF THIS
 EM0031'INTERSECTION, IN THE NORTH END OF THE WEST HEADWALL OF A CULVERT UNDER
 EM0031'U.S. HIGHWAY 277 - 281, AND ABOUT 2 FEET LOWER THAN THE WEST EDGE OF
 EM0031'THE PAVEMENT.
 EM0031
 EM0031                          STATION RECOVERY (1987)
 EM0031
 EM0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0528 ***********************************************************************
 GH0528  DESIGNATION -  B 13
 GH0528  PID         -  GH0528
 GH0528  STATE/COUNTY-  OK/GRANT
 GH0528  COUNTRY     -  US
 GH0528  USGS QUAD   -  MEDFORD (2018)
 GH0528
 GH0528                         *CURRENT SURVEY CONTROL
 GH0528  ______________________________________________________________________
 GH0528* NAD 83(1986) POSITION- 36 50 02.     (N) 097 42 47.     (W)   SCALED
 GH0528* NAVD 88 ORTHO HEIGHT -   342.358 (meters)     1123.22  (feet) ADJUSTED
 GH0528  ______________________________________________________________________
 GH0528  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 GH0528  DYNAMIC HEIGHT  -        342.072 (meters)     1122.28  (feet) COMP
 GH0528  MODELED GRAVITY -    979,786.8   (mgal)                       NAVD 88
 GH0528
 GH0528  VERT ORDER      -  FIRST     CLASS II
 GH0528
 GH0528.The horizontal coordinates were scaled from a map and have
 GH0528.an estimated accuracy of +/- 6 seconds.
 GH0528
 GH0528.The orthometric height was determined by differential leveling and
 GH0528.adjusted by the NATIONAL GEODETIC SURVEY
 GH0528.in June 1991.
 GH0528
 GH0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0528.GEOID18 height accuracy estimate available here.
 GH0528
 GH0528.Click photographs - Photos may exist for this station.
 GH0528
 GH0528.The dynamic height is computed by dividing the NAVD 88
 GH0528.geopotential number by the normal gravity value computed on the
 GH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0528.degrees latitude (g = 980.6199 gals.).
 GH0528
 GH0528.The modeled gravity was interpolated from observed gravity values.
 GH0528
 GH0528;                    North         East    Units  Estimated Accuracy
 GH0528;SPC OK N     -   203,520.      625,600.      MT  (+/- 180 meters Scaled)
 GH0528
 GH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF147772(NAD 83)
 GH0528
 GH0528                          SUPERSEDED SURVEY CONTROL
 GH0528
 GH0528  NGVD 29 (??/??/92)  342.196  (m)         1122.69   (f) ADJ UNCH    1 2
 GH0528
 GH0528.Superseded values are not recommended for survey control.
 GH0528
 GH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0528.See file dsdata.pdf to determine how the superseded data were derived.
 GH0528
 GH0528_MARKER: DB = BENCH MARK DISK
 GH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0528_STAMPING: B 13 1933
 GH0528_MARK LOGO: CGS
 GH0528_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0528+STABILITY: SURFACE MOTION
 GH0528
 GH0528  HISTORY     - Date     Condition        Report By
 GH0528  HISTORY     - 1933     MONUMENTED       CGS
 GH0528  HISTORY     - 1985     GOOD             NGS
 GH0528
 GH0528                          STATION DESCRIPTION
 GH0528
 GH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0528'2 MI N FROM MEDFORD.
 GH0528'2.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0528'RAILROAD FROM MEDFORD, GRANT COUNTY, MIDWAY BETWEEN POLES
 GH0528'309+23 AND 309+24, AT THE CENTER OF A TRIANGLE FORMED BY U.S.
 GH0528'HIGHWAY 81 AND DIRT ROADS CROSSING THE TRACK, 16 YARDS NORTH
 GH0528'OF THE CROSSING, 23 YARDS WEST OF THE CENTER LINE OF THE TRACK,
 GH0528'AND 18 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 GH0528'DISK, STAMPED B 13 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GH0528
 GH0528                          STATION RECOVERY (1985)
 GH0528
 GH0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0528'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 GH0528'MI) NORTHEAST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE ROUTE 11
 GH0528'AT MEDFORD, NEAR THE NORTHWEST EDGE OF A GRASSY TRIANGLE FORMER BY US
 GH0528'HIGHWAY 81 AND GRAVEL ROADS LEADING ACROSS THE RAILROAD, 16.5 METERS
 GH0528'(54 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND 21.0 METERS (69 FT)
 GH0528'WEST OF THE WEST RAIL.  NOTE--STAMPING ON DISK IS NO LONGER LEGIBLE.
 GH0528'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0528'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0293 ***********************************************************************
 GH0293  DESIGNATION -  B 130
 GH0293  PID         -  GH0293
 GH0293  STATE/COUNTY-  OK/KAY
 GH0293  COUNTRY     -  US
 GH0293  USGS QUAD   -  KILDARE (2018)
 GH0293
 GH0293                         *CURRENT SURVEY CONTROL
 GH0293  ______________________________________________________________________
 GH0293* NAD 83(1986) POSITION- 36 51 15.     (N) 097 02 54.     (W)   SCALED
 GH0293* NAVD 88 ORTHO HEIGHT -   348.168 (meters)     1142.28  (feet) ADJUSTED
 GH0293  ______________________________________________________________________
 GH0293  GEOID HEIGHT    -        -28.999 (meters)                     GEOID18
 GH0293  DYNAMIC HEIGHT  -        347.870 (meters)     1141.30  (feet) COMP
 GH0293  MODELED GRAVITY -    979,765.2   (mgal)                       NAVD 88
 GH0293
 GH0293  VERT ORDER      -  SECOND    CLASS 0
 GH0293
 GH0293.The horizontal coordinates were scaled from a map and have
 GH0293.an estimated accuracy of +/- 6 seconds.
 GH0293
 GH0293.The orthometric height was determined by differential leveling and
 GH0293.adjusted by the NATIONAL GEODETIC SURVEY
 GH0293.in June 1991.
 GH0293
 GH0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0293.GEOID18 height accuracy estimate available here.
 GH0293
 GH0293.Click photographs - Photos may exist for this station.
 GH0293
 GH0293.The dynamic height is computed by dividing the NAVD 88
 GH0293.geopotential number by the normal gravity value computed on the
 GH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0293.degrees latitude (g = 980.6199 gals.).
 GH0293
 GH0293.The modeled gravity was interpolated from observed gravity values.
 GH0293
 GH0293;                    North         East    Units  Estimated Accuracy
 GH0293;SPC OK N     -   206,150.      684,870.      MT  (+/- 180 meters Scaled)
 GH0293
 GH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF739804(NAD 83)
 GH0293
 GH0293                          SUPERSEDED SURVEY CONTROL
 GH0293
 GH0293  NGVD 29 (??/??/92)  348.037  (m)         1141.85   (f) ADJ UNCH    2 0
 GH0293
 GH0293.Superseded values are not recommended for survey control.
 GH0293
 GH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0293.See file dsdata.pdf to determine how the superseded data were derived.
 GH0293
 GH0293_MARKER: DB = BENCH MARK DISK
 GH0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0293_STAMPING: B 130 1934
 GH0293_MARK LOGO: CGS
 GH0293_PROJECTION: PROJECTING 18 CENTIMETERS
 GH0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0293+STABILITY: SURFACE MOTION
 GH0293
 GH0293  HISTORY     - Date     Condition        Report By
 GH0293  HISTORY     - 1934     MONUMENTED       CGS
 GH0293  HISTORY     - 1953     GOOD             CGS
 GH0293  HISTORY     - 1968     POOR             USGS
 GH0293
 GH0293                          STATION DESCRIPTION
 GH0293
 GH0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0293'2.1 MI S FROM NEWKIRK.
 GH0293'2.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0293'FROM THE STATION AT NEWKIRK, AT A ROAD CROSSING, 2 1/2 POLES NORTH
 GH0293'OF MILEPOST 278, 43 FEET WEST OF THE WEST RAIL, 36 FEET NORTH OF
 GH0293'THE CENTER LINE OF A ROAD, 13 FEET NORTHEAST OF A TELEPHONE POLE,
 GH0293'4 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 GH0293'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GH0293'GROUND.  NOTE-- POST WAS FOUND WITH TABLET STILL INTACT BUT
 GH0293'LEANING.
 GH0293
 GH0293                          STATION RECOVERY (1968)
 GH0293
 GH0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0293'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0468 ***********************************************************************
 GH0468  DESIGNATION -  B 131
 GH0468  PID         -  GH0468
 GH0468  STATE/COUNTY-  OK/GRANT
 GH0468  COUNTRY     -  US
 GH0468  USGS QUAD   -  MEDFORD (2018)
 GH0468
 GH0468                         *CURRENT SURVEY CONTROL
 GH0468  ______________________________________________________________________
 GH0468* NAD 83(1986) POSITION- 36 48 12.     (N) 097 40 32.     (W)   SCALED
 GH0468* NAVD 88 ORTHO HEIGHT -   328.031 (meters)     1076.21  (feet) ADJUSTED
 GH0468  ______________________________________________________________________
 GH0468  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 GH0468  DYNAMIC HEIGHT  -        327.756 (meters)     1075.31  (feet) COMP
 GH0468  MODELED GRAVITY -    979,784.7   (mgal)                       NAVD 88
 GH0468
 GH0468  VERT ORDER      -  SECOND    CLASS 0
 GH0468
 GH0468.The horizontal coordinates were scaled from a map and have
 GH0468.an estimated accuracy of +/- 6 seconds.
 GH0468
 GH0468.The orthometric height was determined by differential leveling and
 GH0468.adjusted by the NATIONAL GEODETIC SURVEY
 GH0468.in June 1991.
 GH0468
 GH0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0468.GEOID18 height accuracy estimate available here.
 GH0468
 GH0468.Click photographs - Photos may exist for this station.
 GH0468
 GH0468.The dynamic height is computed by dividing the NAVD 88
 GH0468.geopotential number by the normal gravity value computed on the
 GH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0468.degrees latitude (g = 980.6199 gals.).
 GH0468
 GH0468.The modeled gravity was interpolated from observed gravity values.
 GH0468
 GH0468;                    North         East    Units  Estimated Accuracy
 GH0468;SPC OK N     -   200,140.      628,950.      MT  (+/- 180 meters Scaled)
 GH0468
 GH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF181738(NAD 83)
 GH0468
 GH0468                          SUPERSEDED SURVEY CONTROL
 GH0468
 GH0468  NGVD 29 (??/??/92)  327.945  (m)         1075.93   (f) ADJ UNCH    2 0
 GH0468
 GH0468.Superseded values are not recommended for survey control.
 GH0468
 GH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0468.See file dsdata.pdf to determine how the superseded data were derived.
 GH0468
 GH0468_MARKER: DB = BENCH MARK DISK
 GH0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0468_STAMPING: B 131 1934
 GH0468_MARK LOGO: CGS
 GH0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0468+STABILITY: SURFACE MOTION
 GH0468
 GH0468  HISTORY     - Date     Condition        Report By
 GH0468  HISTORY     - 1934     MONUMENTED       CGS
 GH0468  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0468
 GH0468                          STATION DESCRIPTION
 GH0468
 GH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0468'2.9 MI E FROM MEDFORD.
 GH0468'ABOUT 2.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0468'RAILWAY FROM THE INTERSECTION OF THE CHICAGO, ROCK ISLAND AND
 GH0468'PACIFIC RAILWAY AT MEDFORD, GRANT COUNTY, ABOUT 0.4 MILE EAST
 GH0468'OF MILEPOST 105, ABOUT 200 FEET EAST OF THE EAST END OF WOODEN
 GH0468'TRESTLE 105 B, AT A COUNTY-ROAD CROSSING, 43 FEET NORTH OF
 GH0468'THE CENTER LINE OF THE TRACK, AND 36 FEET EAST OF THE CENTER
 GH0468'LINE OF THE ROAD.  A STANDARD DISK, STAMPED B 131 1934 AND
 GH0468'SET IN THE TOP OF A CONCRETE POST.
 GH0468
 GH0468                          STATION RECOVERY (2022)
 GH0468
 GH0468'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0198 ***********************************************************************
 GH0198  DESIGNATION -  B 132
 GH0198  PID         -  GH0198
 GH0198  STATE/COUNTY-  OK/KAY
 GH0198  COUNTRY     -  US
 GH0198  USGS QUAD   -  HARDY (2018)
 GH0198
 GH0198                         *CURRENT SURVEY CONTROL
 GH0198  ______________________________________________________________________
 GH0198* NAD 83(1986) POSITION- 36 58 25.     (N) 096 47 44.     (W)   SCALED
 GH0198* NAVD 88 ORTHO HEIGHT -   360.921 (meters)     1184.12  (feet) ADJUSTED
 GH0198  ______________________________________________________________________
 GH0198  GEOID HEIGHT    -        -29.134 (meters)                     GEOID18
 GH0198  DYNAMIC HEIGHT  -        360.616 (meters)     1183.12  (feet) COMP
 GH0198  MODELED GRAVITY -    979,775.5   (mgal)                       NAVD 88
 GH0198
 GH0198  VERT ORDER      -  SECOND    CLASS 0
 GH0198
 GH0198.The horizontal coordinates were scaled from a map and have
 GH0198.an estimated accuracy of +/- 6 seconds.
 GH0198
 GH0198.The orthometric height was determined by differential leveling and
 GH0198.adjusted by the NATIONAL GEODETIC SURVEY
 GH0198.in June 1991.
 GH0198
 GH0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0198.GEOID18 height accuracy estimate available here.
 GH0198
 GH0198.Click photographs - Photos may exist for this station.
 GH0198
 GH0198.The dynamic height is computed by dividing the NAVD 88
 GH0198.geopotential number by the normal gravity value computed on the
 GH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0198.degrees latitude (g = 980.6199 gals.).
 GH0198
 GH0198.The modeled gravity was interpolated from observed gravity values.
 GH0198
 GH0198;                    North         East    Units  Estimated Accuracy
 GH0198;SPC OK N     -   219,660.      707,250.      MT  (+/- 180 meters Scaled)
 GH0198
 GH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF962942(NAD 83)
 GH0198
 GH0198                          SUPERSEDED SURVEY CONTROL
 GH0198
 GH0198  NGVD 29 (??/??/92)  360.790  (m)         1183.69   (f) ADJ UNCH    2 0
 GH0198
 GH0198.Superseded values are not recommended for survey control.
 GH0198
 GH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0198.See file dsdata.pdf to determine how the superseded data were derived.
 GH0198
 GH0198_MARKER: DB = BENCH MARK DISK
 GH0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0198_SP_SET: RETAINING WALL
 GH0198_STAMPING: B 132 1934
 GH0198_MARK LOGO: CGS
 GH0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0198+STABILITY: SURFACE MOTION
 GH0198
 GH0198  HISTORY     - Date     Condition        Report By
 GH0198  HISTORY     - 1934     MONUMENTED       CGS
 GH0198
 GH0198                          STATION DESCRIPTION
 GH0198
 GH0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0198'AT HARDY.
 GH0198'AT HARDY, KAY COUNTY, ON THE MIDLAND VALLEY RAILROAD, 840 FEET
 GH0198'SOUTHEAST OF THE STATION SIGN, AT THE SOUTHEAST END OF THE
 GH0198'SIDING, 86 FEET SOUTHEAST OF THE SOUTHEAST SWITCH STAND, 43
 GH0198'FEET NORTHWEST OF THE SWITCH STAND TO THE SPUR LEADING TO THE
 GH0198'CATTLE-LOADING CORRAL, AT A CONCRETE CULVERT, IN THE TOP OF THE
 GH0198'RETAINING WALL, AND 32.3 FEET NORTHEAST OF THE CENTER LINE OF
 GH0198'THE TRACK.  A STANDARD DISK, STAMPED B 132 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0012 ***********************************************************************
 GH0012  DESIGNATION -  B 133
 GH0012  PID         -  GH0012
 GH0012  STATE/COUNTY-  OK/OSAGE
 GH0012  COUNTRY     -  US
 GH0012  USGS QUAD   -  PAWHUSKA (2018)
 GH0012
 GH0012                         *CURRENT SURVEY CONTROL
 GH0012  ______________________________________________________________________
 GH0012* NAD 83(1986) POSITION- 36 39 40.     (N) 096 20 18.     (W)   SCALED
 GH0012* NAVD 88 ORTHO HEIGHT -   249.449 (meters)      818.40  (feet) ADJUSTED
 GH0012  ______________________________________________________________________
 GH0012  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 GH0012  DYNAMIC HEIGHT  -        249.246 (meters)      817.73  (feet) COMP
 GH0012  MODELED GRAVITY -    979,808.0   (mgal)                       NAVD 88
 GH0012
 GH0012  VERT ORDER      -  SECOND    CLASS 0
 GH0012
 GH0012.The horizontal coordinates were scaled from a map and have
 GH0012.an estimated accuracy of +/- 6 seconds.
 GH0012
 GH0012.The orthometric height was determined by differential leveling and
 GH0012.adjusted by the NATIONAL GEODETIC SURVEY
 GH0012.in June 1991.
 GH0012
 GH0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0012.GEOID18 height accuracy estimate available here.
 GH0012
 GH0012.Click photographs - Photos may exist for this station.
 GH0012
 GH0012.The dynamic height is computed by dividing the NAVD 88
 GH0012.geopotential number by the normal gravity value computed on the
 GH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0012.degrees latitude (g = 980.6199 gals.).
 GH0012
 GH0012.The modeled gravity was interpolated from observed gravity values.
 GH0012
 GH0012;                    North         East    Units  Estimated Accuracy
 GH0012;SPC OK N     -   185,580.      748,550.      MT  (+/- 180 meters Scaled)
 GH0012
 GH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF378605(NAD 83)
 GH0012
 GH0012                          SUPERSEDED SURVEY CONTROL
 GH0012
 GH0012  NGVD 29 (??/??/92)  249.336  (m)          818.03   (f) ADJ UNCH    2 0
 GH0012
 GH0012.Superseded values are not recommended for survey control.
 GH0012
 GH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0012.See file dsdata.pdf to determine how the superseded data were derived.
 GH0012
 GH0012_MARKER: DB = BENCH MARK DISK
 GH0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0012_SP_SET: BUILDING
 GH0012_STAMPING: 818.027 B 133 1934
 GH0012_MARK LOGO: CGS
 GH0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0012
 GH0012  HISTORY     - Date     Condition        Report By
 GH0012  HISTORY     - 1934     MONUMENTED       CGS
 GH0012  HISTORY     - 1941     GOOD
 GH0012
 GH0012                          STATION DESCRIPTION
 GH0012
 GH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0012'IN PAWHUSKA.
 GH0012'AT PAWHUSKA, OSAGE COUNTY, ON THE MIDLAND VALLEY RAILROAD, IN
 GH0012'THE SOUTH WALL OF THE STATION, 1 FOOT EAST OF THE SOUTHWEST
 GH0012'CORNER OF THE BUILDING, 28.7 FEET NORTH OF THE CENTER LINE OF
 GH0012'THE MAIN TRACK, AND 3.8 FEET ABOVE THE CONCRETE PLATFORM.  A
 GH0012'STANDARD DISK, STAMPED 818.027 B 133 1934 AND SET VERTICALLY.
 GH0012
 GH0012                          STATION RECOVERY (1941)
 GH0012
 GH0012'RECOVERED 1941
 GH0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0218 ***********************************************************************
 GH0218  DESIGNATION -  B 134
 GH0218  PID         -  GH0218
 GH0218  STATE/COUNTY-  OK/OSAGE
 GH0218  COUNTRY     -  US
 GH0218  USGS QUAD   -  BACONRIND CREEK (2018)
 GH0218
 GH0218                         *CURRENT SURVEY CONTROL
 GH0218  ______________________________________________________________________
 GH0218* NAD 83(1986) POSITION- 36 40 50.     (N) 096 36 26.     (W)   SCALED
 GH0218* NAVD 88 ORTHO HEIGHT -   309.373 (meters)     1015.00  (feet) ADJUSTED
 GH0218  ______________________________________________________________________
 GH0218  GEOID HEIGHT    -        -28.553 (meters)                     GEOID18
 GH0218  DYNAMIC HEIGHT  -        309.113 (meters)     1014.15  (feet) COMP
 GH0218  MODELED GRAVITY -    979,785.3   (mgal)                       NAVD 88
 GH0218
 GH0218  VERT ORDER      -  SECOND    CLASS 0
 GH0218
 GH0218.The horizontal coordinates were scaled from a map and have
 GH0218.an estimated accuracy of +/- 6 seconds.
 GH0218
 GH0218.The orthometric height was determined by differential leveling and
 GH0218.adjusted by the NATIONAL GEODETIC SURVEY
 GH0218.in June 1991.
 GH0218
 GH0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0218.GEOID18 height accuracy estimate available here.
 GH0218
 GH0218.Click photographs - Photos may exist for this station.
 GH0218
 GH0218.The dynamic height is computed by dividing the NAVD 88
 GH0218.geopotential number by the normal gravity value computed on the
 GH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0218.degrees latitude (g = 980.6199 gals.).
 GH0218
 GH0218.The modeled gravity was interpolated from observed gravity values.
 GH0218
 GH0218;                    North         East    Units  Estimated Accuracy
 GH0218;SPC OK N     -   187,360.      724,480.      MT  (+/- 180 meters Scaled)
 GH0218
 GH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF138621(NAD 83)
 GH0218
 GH0218                          SUPERSEDED SURVEY CONTROL
 GH0218
 GH0218  NGVD 29 (??/??/92)  309.257  (m)         1014.62   (f) ADJ UNCH    2 0
 GH0218
 GH0218.Superseded values are not recommended for survey control.
 GH0218
 GH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0218.See file dsdata.pdf to determine how the superseded data were derived.
 GH0218
 GH0218_MARKER: DB = BENCH MARK DISK
 GH0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0218_SP_SET: BRIDGE
 GH0218_STAMPING: B 134 1934
 GH0218_MARK LOGO: CGS
 GH0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0218
 GH0218  HISTORY     - Date     Condition        Report By
 GH0218  HISTORY     - 1934     MONUMENTED       CGS
 GH0218
 GH0218                          STATION DESCRIPTION
 GH0218
 GH0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0218'7.6 MI E FROM BURBANK.
 GH0218'7.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GH0218'AND SANTA FE RAILWAY STATION AT BURBANK, OSAGE COUNTY, 0.3
 GH0218'MILE WEST OF THE CONTINENTAL OIL CO.S BURBANK PUMP STATION,
 GH0218'200 FEET EAST OF A FRAME FARMHOUSE, AT A CONCRETE BRIDGE OVER
 GH0218'A CREEK, IN THE TOP OF THE NORTHWEST WING WALL, AND 12.8 FEET
 GH0218'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 GH0218'STAMPED B 134 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0493 ***********************************************************************
 GG0493  DESIGNATION -  B 135
 GG0493  PID         -  GG0493
 GG0493  STATE/COUNTY-  OK/WASHINGTON
 GG0493  COUNTRY     -  US
 GG0493  USGS QUAD   -  BARTLESVILLE NORTH (2019)
 GG0493
 GG0493                         *CURRENT SURVEY CONTROL
 GG0493  ______________________________________________________________________
 GG0493* NAD 83(1986) POSITION- 36 45 08.1    (N) 095 58 44.5    (W)   HD_HELD2
 GG0493* NAVD 88 ORTHO HEIGHT -   210.315 (meters)      690.01  (feet) ADJUSTED
 GG0493  ______________________________________________________________________
 GG0493  GEOID HEIGHT    -        -29.148 (meters)                     GEOID18
 GG0493  DYNAMIC HEIGHT  -        210.142 (meters)      689.44  (feet) COMP
 GG0493  MODELED GRAVITY -    979,808.2   (mgal)                       NAVD 88
 GG0493
 GG0493  VERT ORDER      -  SECOND    CLASS 0
 GG0493
 GG0493.The horizontal coordinates were established by autonomous hand held GPS
 GG0493.observations and have an estimated accuracy of +/- 10 meters.
 GG0493
 GG0493.The orthometric height was determined by differential leveling and
 GG0493.adjusted by the NATIONAL GEODETIC SURVEY
 GG0493.in June 1991.
 GG0493
 GG0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0493.GEOID18 height accuracy estimate available here.
 GG0493
 GG0493.Click photographs - Photos may exist for this station.
 GG0493
 GG0493.The dynamic height is computed by dividing the NAVD 88
 GG0493.geopotential number by the normal gravity value computed on the
 GG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0493.degrees latitude (g = 980.6199 gals.).
 GG0493
 GG0493.The modeled gravity was interpolated from observed gravity values.
 GG0493
 GG0493;                    North         East    Units  Estimated Accuracy
 GG0493;SPC OK N     -   196,302.      780,459.      MT  (+/- 10 meters HH2 GPS)
 GG0493
 GG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3404671528(NAD 83)
 GG0493
 GG0493                          SUPERSEDED SURVEY CONTROL
 GG0493
 GG0493  NGVD 29 (??/??/92)  210.196  (m)          689.62   (f) ADJ UNCH    2 0
 GG0493
 GG0493.Superseded values are not recommended for survey control.
 GG0493
 GG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0493.See file dsdata.pdf to determine how the superseded data were derived.
 GG0493
 GG0493_MARKER: DB = BENCH MARK DISK
 GG0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0493_SP_SET: BUILDING
 GG0493_STAMPING: B 135 1934
 GG0493_MARK LOGO: CGS
 GG0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0493+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2022
 GG0493
 GG0493  HISTORY     - Date     Condition        Report By
 GG0493  HISTORY     - 1934     MONUMENTED       CGS
 GG0493  HISTORY     - 1963     GOOD             CGS
 GG0493  HISTORY     - 1988     GOOD             USPSQD
 GG0493  HISTORY     - 1989     GOOD             USPSQD
 GG0493  HISTORY     - 19910701 GOOD             USPSQD
 GG0493  HISTORY     - 20020826 GOOD             INDIV
 GG0493  HISTORY     - 20050305 GOOD             USPSQD
 GG0493  HISTORY     - 20220401 GOOD             OKDOT
 GG0493  HISTORY     - 20250116 GOOD             INDIV
 GG0493
 GG0493                          STATION DESCRIPTION
 GG0493
 GG0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GG0493'AT BARTLESVILLE.
 GG0493'AT BARTLESVILLE, WASHINGTON COUNTY, AT THE ATCHISON, TOPEKA
 GG0493'AND SANTA FE RAILWAY STATION, IN THE FACE OF THE NORTHWEST
 GG0493'WALL, 54.3 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 GG0493'2.2 FEET NORTHEAST OF THE WEST CORNER OF THE STATION, AND 4.4
 GG0493'HIGHER THAN THE BRICK PLATFORM.  A STANDARD DISK, STAMPED B 135
 GG0493'1934.
 GG0493
 GG0493                          STATION RECOVERY (1988)
 GG0493
 GG0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0493'RECOVERED IN GOOD CONDITION.
 GG0493
 GG0493                          STATION RECOVERY (1989)
 GG0493
 GG0493'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0493'RECOVERED IN GOOD CONDITION.
 GG0493
 GG0493                          STATION RECOVERY (1991)
 GG0493
 GG0493'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GG0493'RECOVERED IN GOOD CONDITION.
 GG0493
 GG0493                          STATION RECOVERY (2002)
 GG0493
 GG0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0493'RECOVERED IN GOOD CONDITION.
 GG0493
 GG0493                          STATION RECOVERY (2005)
 GG0493
 GG0493'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GG0493'RECOVERED AS DESCRIBED
 GG0493
 GG0493                          STATION RECOVERY (2022)
 GG0493
 GG0493'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GG0493'VERTICAL BENCH MARK CAN NOT USE DIRECTLY FOR GPS.
 GG0493
 GG0493                          STATION RECOVERY (2025)
 GG0493
 GG0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (MFL)
 GG0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0033 ***********************************************************************
 GH0033  DESIGNATION -  B 136
 GH0033  PID         -  GH0033
 GH0033  STATE/COUNTY-  OK/OSAGE
 GH0033  COUNTRY     -  US
 GH0033  USGS QUAD   -  WYNONA (2018)
 GH0033
 GH0033                         *CURRENT SURVEY CONTROL
 GH0033  ______________________________________________________________________
 GH0033* NAD 83(1986) POSITION- 36 35 21.     (N) 096 16 45.     (W)   SCALED
 GH0033* NAVD 88 ORTHO HEIGHT -   267.513 (meters)      877.67  (feet) ADJUSTED
 GH0033  ______________________________________________________________________
 GH0033  GEOID HEIGHT    -        -28.372 (meters)                     GEOID18
 GH0033  DYNAMIC HEIGHT  -        267.294 (meters)      876.95  (feet) COMP
 GH0033  MODELED GRAVITY -    979,805.5   (mgal)                       NAVD 88
 GH0033
 GH0033  VERT ORDER      -  SECOND    CLASS 0
 GH0033
 GH0033.The horizontal coordinates were scaled from a map and have
 GH0033.an estimated accuracy of +/- 6 seconds.
 GH0033
 GH0033.The orthometric height was determined by differential leveling and
 GH0033.adjusted by the NATIONAL GEODETIC SURVEY
 GH0033.in June 1991.
 GH0033
 GH0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0033.GEOID18 height accuracy estimate available here.
 GH0033
 GH0033.Click photographs - Photos may exist for this station.
 GH0033
 GH0033.The dynamic height is computed by dividing the NAVD 88
 GH0033.geopotential number by the normal gravity value computed on the
 GH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0033.degrees latitude (g = 980.6199 gals.).
 GH0033
 GH0033.The modeled gravity was interpolated from observed gravity values.
 GH0033
 GH0033;                    North         East    Units  Estimated Accuracy
 GH0033;SPC OK N     -   177,690.      753,980.      MT  (+/- 180 meters Scaled)
 GH0033
 GH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF434527(NAD 83)
 GH0033
 GH0033                          SUPERSEDED SURVEY CONTROL
 GH0033
 GH0033  NGVD 29 (??/??/92)  267.400  (m)          877.29   (f) ADJ UNCH    2 0
 GH0033
 GH0033.Superseded values are not recommended for survey control.
 GH0033
 GH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0033.See file dsdata.pdf to determine how the superseded data were derived.
 GH0033
 GH0033_MARKER: DB = BENCH MARK DISK
 GH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0033_STAMPING: B 136 1934
 GH0033_MARK LOGO: CGS
 GH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0033+STABILITY: SURFACE MOTION
 GH0033
 GH0033  HISTORY     - Date     Condition        Report By
 GH0033  HISTORY     - 1934     MONUMENTED       CGS
 GH0033
 GH0033                          STATION DESCRIPTION
 GH0033
 GH0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0033'AT PERSHING.
 GH0033'AT PERSHING, OSAGE COUNTY, 550 FEET SOUTH OF THE SOUTH END OF
 GH0033'THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 900 FEET SOUTH
 GH0033'OF MILEPOST 221, 75 FEET EAST OF THE SWITCH STAND TO PERSHING
 GH0033'SPUR, 80 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 4.5
 GH0033'FEET SOUTH OF POLE E 52.  A STANDARD DISK, STAMPED B 136 1934 AND
 GH0033'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0425 ***********************************************************************
 GG0425  DESIGNATION -  B 137
 GG0425  PID         -  GG0425
 GG0425  STATE/COUNTY-  OK/TULSA
 GG0425  COUNTRY     -  US
 GG0425  USGS QUAD   -  SPERRY (2019)
 GG0425
 GG0425                         *CURRENT SURVEY CONTROL
 GG0425  ______________________________________________________________________
 GG0425* NAD 83(1986) POSITION- 36 17 52.72   (N) 095 59 31.17   (W)   HD_HELD1
 GG0425* NAVD 88 ORTHO HEIGHT -   189.609 (meters)      622.08  (feet) ADJUSTED
 GG0425  ______________________________________________________________________
 GG0425  GEOID HEIGHT    -        -28.878 (meters)                     GEOID18
 GG0425  DYNAMIC HEIGHT  -        189.446 (meters)      621.54  (feet) COMP
 GG0425  MODELED GRAVITY -    979,770.0   (mgal)                       NAVD 88
 GG0425
 GG0425  VERT ORDER      -  SECOND    CLASS 0
 GG0425
 GG0425.The horizontal coordinates were determined by differentially corrected
 GG0425.hand held GPS observations or other comparable positioning techniques
 GG0425.and have an estimated accuracy of +/- 3 meters.
 GG0425
 GG0425.The orthometric height was determined by differential leveling and
 GG0425.adjusted by the NATIONAL GEODETIC SURVEY
 GG0425.in June 1991.
 GG0425
 GG0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0425.GEOID18 height accuracy estimate available here.
 GG0425
 GG0425.Click photographs - Photos may exist for this station.
 GG0425
 GG0425.The dynamic height is computed by dividing the NAVD 88
 GG0425.geopotential number by the normal gravity value computed on the
 GG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0425.degrees latitude (g = 980.6199 gals.).
 GG0425
 GG0425.The modeled gravity was interpolated from observed gravity values.
 GG0425
 GG0425;                    North         East    Units  Estimated Accuracy
 GG0425;SPC OK N     -   145,880.0     780,343.7     MT  (+/- 3 meters HH1 GPS) 
 GG0425
 GG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3132021154(NAD 83)
 GG0425
 GG0425                          SUPERSEDED SURVEY CONTROL
 GG0425
 GG0425  NGVD 29 (??/??/92)  189.493  (m)          621.70   (f) ADJ UNCH    2 0
 GG0425
 GG0425.Superseded values are not recommended for survey control.
 GG0425
 GG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0425.See file dsdata.pdf to determine how the superseded data were derived.
 GG0425
 GG0425_MARKER: DB = BENCH MARK DISK
 GG0425_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0425_STAMPING: B 137 1934
 GG0425_MARK LOGO: CGS
 GG0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0425
 GG0425  HISTORY     - Date     Condition        Report By
 GG0425  HISTORY     - 1934     MONUMENTED       CGS
 GG0425
 GG0425                          STATION DESCRIPTION
 GG0425
 GG0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0425'IN SPERRY.
 GG0425'ABOUT 300 FEET NORTH OF CENTERLINE OF STREET CROSSING, 85.4
 GG0425'FEET NORTHEAST OF SPERRY STATION SIGN BOARD, 36 FEET EAST
 GG0425'OF CENTERLINE OF MAIN LINE TRACK OF MIDLAND VALLEY R.R., 18.5
 GG0425'FEET NORTHWEST OF NORTHWEST CORNER OF AN ABANDONED STONE GARAGE,
 GG0425'3.2 FEET NORTH OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE
 GG0425'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0011 ***********************************************************************
 FJ0011  DESIGNATION -  B 138
 FJ0011  PID         -  FJ0011
 FJ0011  STATE/COUNTY-  OK/CREEK
 FJ0011  COUNTRY     -  US
 FJ0011  USGS QUAD   -  KELLYVILLE (2018)
 FJ0011
 FJ0011                         *CURRENT SURVEY CONTROL
 FJ0011  ______________________________________________________________________
 FJ0011* NAD 83(1986) POSITION- 35 59 39.     (N) 096 09 18.     (W)   SCALED
 FJ0011* NAVD 88 ORTHO HEIGHT -   212.234 (meters)      696.30  (feet) ADJUSTED
 FJ0011  ______________________________________________________________________
 FJ0011  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 FJ0011  DYNAMIC HEIGHT  -        212.047 (meters)      695.69  (feet) COMP
 FJ0011  MODELED GRAVITY -    979,745.0   (mgal)                       NAVD 88
 FJ0011
 FJ0011  VERT ORDER      -  SECOND    CLASS 0
 FJ0011
 FJ0011.The horizontal coordinates were scaled from a map and have
 FJ0011.an estimated accuracy of +/- 6 seconds.
 FJ0011
 FJ0011.The orthometric height was determined by differential leveling and
 FJ0011.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0011.in June 1991.
 FJ0011
 FJ0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0011.GEOID18 height accuracy estimate available here.
 FJ0011
 FJ0011.Click photographs - Photos may exist for this station.
 FJ0011
 FJ0011.The dynamic height is computed by dividing the NAVD 88
 FJ0011.geopotential number by the normal gravity value computed on the
 FJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0011.degrees latitude (g = 980.6199 gals.).
 FJ0011
 FJ0011.The modeled gravity was interpolated from observed gravity values.
 FJ0011
 FJ0011;                    North         East    Units  Estimated Accuracy
 FJ0011;SPC OK N     -   111,890.      766,350.      MT  (+/- 180 meters Scaled)
 FJ0011
 FJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE564870(NAD 83)
 FJ0011
 FJ0011                          SUPERSEDED SURVEY CONTROL
 FJ0011
 FJ0011  NGVD 29 (??/??/92)  212.126  (m)          695.95   (f) ADJ UNCH    2 0
 FJ0011
 FJ0011.Superseded values are not recommended for survey control.
 FJ0011
 FJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0011.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0011
 FJ0011_MARKER: DB = BENCH MARK DISK
 FJ0011_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0011_STAMPING: B 138 1934
 FJ0011_MARK LOGO: CGS
 FJ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0011
 FJ0011  HISTORY     - Date     Condition        Report By
 FJ0011  HISTORY     - 1934     MONUMENTED       CGS
 FJ0011
 FJ0011                          STATION DESCRIPTION
 FJ0011
 FJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0011'3 MI SW FROM SAPULPA.
 FJ0011'3.0 MILES SOUTHWEST OF, ALONG SLSFRY, ABOUT .3 MILE WEST OF
 FJ0011'M.P. 440, 200 FEET WEST OF YARD LIMIT SIGN BOARD, 48.5 FEET EAST
 FJ0011'OF CENTERLINE OF DIRT ROAD CROSSING, 27.8 FEET SOUTH OF CENTERLINE
 FJ0011'OF ST. LOUIS AND SAN FRANCISCO RY., 3.4 FEET NORTH OF 12TH
 FJ0011'TELEGRAPH POLE WEST OF M.P. 440, TABLET SET IN PRECAST CONCRETE
 FJ0011'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0249 ***********************************************************************
 FJ0249  DESIGNATION -  B 139
 FJ0249  PID         -  FJ0249
 FJ0249  STATE/COUNTY-  OK/LINCOLN
 FJ0249  COUNTRY     -  US
 FJ0249  USGS QUAD   -  STROUD SOUTH (2018)
 FJ0249
 FJ0249                         *CURRENT SURVEY CONTROL
 FJ0249  ______________________________________________________________________
 FJ0249* NAD 83(1993) POSITION- 35 44 43.10921(N) 096 40 50.58136(W)   ADJUSTED
 FJ0249* NAD 83(1993) ELLIP HT-   253.229 (meters)        (11/28/94)   ADJUSTED
 FJ0249* NAVD 88 ORTHO HEIGHT -   281.118 (meters)      922.30  (feet) ADJUSTED
 FJ0249  ______________________________________________________________________
 FJ0249  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 FJ0249  NAD 83(1993) X  -   -602,944.521 (meters)                     COMP
 FJ0249  NAD 83(1993) Y  - -5,147,572.404 (meters)                     COMP
 FJ0249  NAD 83(1993) Z  -  3,705,440.141 (meters)                     COMP
 FJ0249  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 FJ0249  DYNAMIC HEIGHT  -        280.859 (meters)      921.45  (feet) COMP
 FJ0249  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 FJ0249
 FJ0249  HORZ ORDER      -  SECOND
 FJ0249  VERT ORDER      -  SECOND    CLASS 0
 FJ0249  ELLP ORDER      -  FIFTH     CLASS I
 FJ0249
 FJ0249.The horizontal coordinates were established by GPS observations
 FJ0249.and adjusted by the National Geodetic Survey in November 1994.
 FJ0249
 FJ0249.The orthometric height was determined by differential leveling and
 FJ0249.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0249.in June 1991.
 FJ0249
 FJ0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0249.GEOID18 height accuracy estimate available here.
 FJ0249
 FJ0249.Click photographs - Photos may exist for this station.
 FJ0249
 FJ0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0249
 FJ0249.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0249
 FJ0249.The ellipsoidal height was determined by GPS observations
 FJ0249.and is referenced to NAD 83.
 FJ0249
 FJ0249.The dynamic height is computed by dividing the NAVD 88
 FJ0249.geopotential number by the normal gravity value computed on the
 FJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0249.degrees latitude (g = 980.6199 gals.).
 FJ0249
 FJ0249.The modeled gravity was interpolated from observed gravity values.
 FJ0249
 FJ0249. The following values were computed from the NAD 83(1993) position.
 FJ0249
 FJ0249;                    North         East     Units Scale Factor Converg.
 FJ0249;SPC OK N     -    83,504.716   719,325.752   MT  0.99997238   +0 46 42.9
 FJ0249;SPC OK N     -   273,965.06  2,359,987.90   sFT  0.99997238   +0 46 42.9
 FJ0249;UTM  14      - 3,958,180.439   709,719.856   MT  1.00014201   +1 21 19.4
 FJ0249
 FJ0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0249!SPC OK N     -   0.99996026  x   0.99997238  =   0.99993264
 FJ0249!UTM  14      -   0.99996026  x   1.00014201  =   1.00010226
 FJ0249
 FJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0971958180(NAD 83)
 FJ0249
 FJ0249                          SUPERSEDED SURVEY CONTROL
 FJ0249
 FJ0249  NAD 83(1986)-  35 44 43.11896(N)    096 40 50.58563(W) AD(       ) 2
 FJ0249  NGVD 29 (??/??/92)  281.011  (m)          921.95   (f) ADJ UNCH    2 0
 FJ0249  NGVD 29 (11/30/89)  281.     (m)  RAPSU86  model used  GPS OBS        
 FJ0249
 FJ0249.Superseded values are not recommended for survey control.
 FJ0249
 FJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0249.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0249
 FJ0249_MARKER: DB = BENCH MARK DISK
 FJ0249_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0249_STAMPING: B 139 1934
 FJ0249_MARK LOGO: CGS
 FJ0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0249+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2011
 FJ0249
 FJ0249  HISTORY     - Date     Condition        Report By
 FJ0249  HISTORY     - 1934     MONUMENTED       CGS
 FJ0249  HISTORY     - 19890301 GOOD             NGS
 FJ0249  HISTORY     - 20021030 GOOD             JCLS
 FJ0249  HISTORY     - 20110103 GOOD             INDIV
 FJ0249
 FJ0249                          STATION DESCRIPTION
 FJ0249
 FJ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0249'1.4 MI W FROM STROUD.
 FJ0249'1.4 MILES WEST OF, ALONG SLSFRY 425 FEET NORTHEAST OF M.P.
 FJ0249'479, 135 FEET EAST OF SEMAPHORE 478.9, 48 FEET SOUTHEAST OF
 FJ0249'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 36.4 FEET WEST
 FJ0249'OF CENTERLINE OF NORTH-SOUTH DIRT ROAD CROSSING, 9.4 FEET
 FJ0249'SOUTH OF TELEGRAPH POLE, 2 FEET NORTHWEST OF RIGHT OF WAY
 FJ0249'FENCE.  TABLET SET IN PRECAST CONCRETE POST, SET ON OUTSIDE
 FJ0249'OF RAILWAY CURVE.
 FJ0249
 FJ0249                          STATION RECOVERY (1989)
 FJ0249
 FJ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0249'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0249'FOLLOWS.
 FJ0249'THE STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) NORTHEAST OF DAVENPORT,
 FJ0249'2.0 KM (1.25 MI) WEST OF STROUD, AND 0.2 KM (0.10 MI) SOUTH OF
 FJ0249'INTERSTATE HIGHWAY 44.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FJ0249'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND 99 IN
 FJ0249'STROUD, GO WEST ON STATE HIGHWAY 66 FOR 1.6 KM (1.00 MI) TO A PAVED
 FJ0249'CROSSROAD.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.6 KM
 FJ0249'(0.35 MI) TO THE STATION ON THE RIGHT, JUST AFTER CROSSING THE
 FJ0249'BURLINGTON NORTHERN RAILROAD.
 FJ0249'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 FJ0249'CONCRETE POST THAT PROJECTS 30 CM ABOVE THE GROUND.  LOCATED 12.6 M
 FJ0249'(41.3 FT) SOUTH OF THE NEAR RAIL, 11.6 M (38.1 FT) WEST OF THE CENTER
 FJ0249'OF THE ROAD, 1.0 KM (0.60 MI) NORTHWEST OF A FENCE CORNER, 0.9 M
 FJ0249'(3.0 FT) NORTH OF A FENCE, AND 0.9 M (3.0 FT) EAST OF A CARSONITE
 FJ0249'WITNESS POST.
 FJ0249'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0249
 FJ0249                          STATION RECOVERY (2002)
 FJ0249
 FJ0249'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ0249'RECOVERED IN GOOD CONDITION.
 FJ0249
 FJ0249                          STATION RECOVERY (2011)
 FJ0249
 FJ0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (TH)
 FJ0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0673 ***********************************************************************
 GK0673  DESIGNATION -  B 14
 GK0673  PID         -  GK0673
 GK0673  STATE/COUNTY-  OK/TEXAS
 GK0673  COUNTRY     -  US
 GK0673  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0673
 GK0673                         *CURRENT SURVEY CONTROL
 GK0673  ______________________________________________________________________
 GK0673* NAD 83(1986) POSITION- 36 30 12.7    (N) 101 46 58.0    (W)   HD_HELD2
 GK0673* NAVD 88 ORTHO HEIGHT -  1063.293 (meters)     3488.49  (feet) ADJUSTED
 GK0673  ______________________________________________________________________
 GK0673  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 GK0673  DYNAMIC HEIGHT  -       1062.148 (meters)     3484.73  (feet) COMP
 GK0673  MODELED GRAVITY -    979,519.3   (mgal)                       NAVD 88
 GK0673
 GK0673  VERT ORDER      -  FIRST     CLASS II
 GK0673
 GK0673.The horizontal coordinates were established by autonomous hand held GPS
 GK0673.observations and have an estimated accuracy of +/- 10 meters.
 GK0673
 GK0673.The orthometric height was determined by differential leveling and
 GK0673.adjusted by the NATIONAL GEODETIC SURVEY
 GK0673.in June 1991.
 GK0673
 GK0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0673.GEOID18 height accuracy estimate available here.
 GK0673
 GK0673.Click photographs - Photos may exist for this station.
 GK0673
 GK0673.The dynamic height is computed by dividing the NAVD 88
 GK0673.geopotential number by the normal gravity value computed on the
 GK0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0673.degrees latitude (g = 980.6199 gals.).
 GK0673
 GK0673.The modeled gravity was interpolated from observed gravity values.
 GK0673
 GK0673;                    North         East    Units  Estimated Accuracy
 GK0673;SPC OK N     -   173,424.      261,211.      MT  (+/- 10 meters HH2 GPS)
 GK0673
 GK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5077043401(NAD 83)
 GK0673
 GK0673                          SUPERSEDED SURVEY CONTROL
 GK0673
 GK0673  NGVD 29 (??/??/92) 1062.805  (m)         3486.89   (f) ADJ UNCH    1 2
 GK0673
 GK0673.Superseded values are not recommended for survey control.
 GK0673
 GK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0673.See file dsdata.pdf to determine how the superseded data were derived.
 GK0673
 GK0673_MARKER: DB = BENCH MARK DISK
 GK0673_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GK0673+WITH SETTING: PAVEMENT
 GK0673_SP_SET: WATER TANK FOUNDATION
 GK0673_STAMPING: B 14 1933
 GK0673_MARK LOGO: CGS
 GK0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0673+STABILITY: SURFACE MOTION
 GK0673
 GK0673  HISTORY     - Date     Condition        Report By
 GK0673  HISTORY     - 1933     MONUMENTED       CGS
 GK0673  HISTORY     - 1968     GOOD             CGS
 GK0673  HISTORY     - 19980505 GOOD             OKDOT
 GK0673
 GK0673                          STATION DESCRIPTION
 GK0673
 GK0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0673'IN TEXHOMA.
 GK0673'ALONG THE ROCK ISLAND RAILROAD.  AT CITY WATER TANK, 18 1/2 POLES
 GK0673'SOUTH WEST OF MILE POLE NO. 494. SET IN THE EAST CONCRETE BLOCK
 GK0673'FOUNDATION OF TANK.  51 FEET NORTH WEST OF THE CENTERLINE OF THE
 GK0673'TRACKS.
 GK0673
 GK0673                          STATION RECOVERY (1968)
 GK0673
 GK0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GK0673'RECOVERED IN GOOD CONDITION.
 GK0673
 GK0673                          STATION RECOVERY (1998)
 GK0673
 GK0673'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0673'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0286 ***********************************************************************
 FH0286  DESIGNATION -  B 140
 FH0286  PID         -  FH0286
 FH0286  STATE/COUNTY-  OK/LE FLORE
 FH0286  COUNTRY     -  US
 FH0286  USGS QUAD   -  BOKOSHE (2018)
 FH0286
 FH0286                         *CURRENT SURVEY CONTROL
 FH0286  ______________________________________________________________________
 FH0286* NAD 83(1986) POSITION- 35 12 17.     (N) 094 49 52.     (W)   SCALED
 FH0286* NAVD 88 ORTHO HEIGHT -   174.340 (meters)      571.98  (feet) ADJUSTED
 FH0286  ______________________________________________________________________
 FH0286  GEOID HEIGHT    -        -30.926 (meters)                     GEOID18
 FH0286  DYNAMIC HEIGHT  -        174.169 (meters)      571.42  (feet) COMP
 FH0286  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 FH0286
 FH0286  VERT ORDER      -  SECOND    CLASS 0
 FH0286
 FH0286.The horizontal coordinates were scaled from a map and have
 FH0286.an estimated accuracy of +/- 6 seconds.
 FH0286
 FH0286.The orthometric height was determined by differential leveling and
 FH0286.adjusted by the NATIONAL GEODETIC SURVEY
 FH0286.in June 1991.
 FH0286
 FH0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0286.GEOID18 height accuracy estimate available here.
 FH0286
 FH0286.Click photographs - Photos may exist for this station.
 FH0286
 FH0286.The dynamic height is computed by dividing the NAVD 88
 FH0286.geopotential number by the normal gravity value computed on the
 FH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0286.degrees latitude (g = 980.6199 gals.).
 FH0286
 FH0286.The modeled gravity was interpolated from observed gravity values.
 FH0286
 FH0286;                    North         East    Units  Estimated Accuracy
 FH0286;SPC OK S     -   212,120.      888,510.      MT  (+/- 180 meters Scaled)
 FH0286
 FH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU333972(NAD 83)
 FH0286
 FH0286                          SUPERSEDED SURVEY CONTROL
 FH0286
 FH0286  NGVD 29 (??/??/92)  174.231  (m)          571.62   (f) ADJ UNCH    2 0
 FH0286
 FH0286.Superseded values are not recommended for survey control.
 FH0286
 FH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0286.See file dsdata.pdf to determine how the superseded data were derived.
 FH0286
 FH0286_MARKER: DB = BENCH MARK DISK
 FH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0286_STAMPING: B 140 1934
 FH0286_MARK LOGO: CGS
 FH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0286+STABILITY: SURFACE MOTION
 FH0286
 FH0286  HISTORY     - Date     Condition        Report By
 FH0286  HISTORY     - 1934     MONUMENTED       CGS
 FH0286  HISTORY     - 1959     GOOD             CGS
 FH0286
 FH0286                          STATION DESCRIPTION
 FH0286
 FH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0286'4 MI NW FROM BOKOSHE.
 FH0286'4.0 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0286'STATION AT BOKOSHE, LE FLORE COUNTY, ABOUT 1200 FEET NORTHWEST
 FH0286'OF MILEPOST 33, 48 FEET EAST OF THE CENTER OF A DIRT-ROAD
 FH0286'CROSSING, AT THE SOUTHEAST END OF A CUT THROUGH A HILL 34.4
 FH0286'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 6.5 FEET
 FH0286'NORTHWEST OF TELEPHONE POLE 8543.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0478 ***********************************************************************
 FJ0478  DESIGNATION -  B 141
 FJ0478  PID         -  FJ0478
 FJ0478  STATE/COUNTY-  OK/GRADY
 FJ0478  COUNTRY     -  US
 FJ0478  USGS QUAD   -  CHICKASHA (2018)
 FJ0478
 FJ0478                         *CURRENT SURVEY CONTROL
 FJ0478  ______________________________________________________________________
 FJ0478* NAD 83(1986) POSITION- 35 03 24.     (N) 097 53 57.     (W)   SCALED
 FJ0478* NAVD 88 ORTHO HEIGHT -   330.028 (meters)     1082.77  (feet) ADJUSTED
 FJ0478  ______________________________________________________________________
 FJ0478  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 FJ0478  DYNAMIC HEIGHT  -        329.702 (meters)     1081.70  (feet) COMP
 FJ0478  MODELED GRAVITY -    979,638.2   (mgal)                       NAVD 88
 FJ0478
 FJ0478  VERT ORDER      -  SECOND    CLASS 0
 FJ0478
 FJ0478.The horizontal coordinates were scaled from a map and have
 FJ0478.an estimated accuracy of +/- 6 seconds.
 FJ0478
 FJ0478.The orthometric height was determined by differential leveling and
 FJ0478.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0478.in June 1991.
 FJ0478
 FJ0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0478.GEOID18 height accuracy estimate available here.
 FJ0478
 FJ0478.Click photographs - Photos may exist for this station.
 FJ0478
 FJ0478.The dynamic height is computed by dividing the NAVD 88
 FJ0478.geopotential number by the normal gravity value computed on the
 FJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0478.degrees latitude (g = 980.6199 gals.).
 FJ0478
 FJ0478.The modeled gravity was interpolated from observed gravity values.
 FJ0478
 FJ0478;                    North         East    Units  Estimated Accuracy
 FJ0478;SPC OK S     -   191,170.      609,200.      MT  (+/- 180 meters Scaled)
 FJ0478
 FJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD003798(NAD 83)
 FJ0478
 FJ0478                          SUPERSEDED SURVEY CONTROL
 FJ0478
 FJ0478  NGVD 29 (??/??/92)  329.921  (m)         1082.42   (f) ADJ UNCH    2 0
 FJ0478
 FJ0478.Superseded values are not recommended for survey control.
 FJ0478
 FJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0478.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0478
 FJ0478_MARKER: DB = BENCH MARK DISK
 FJ0478_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0478_STAMPING: B 141 1934
 FJ0478_MARK LOGO: CGS
 FJ0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0478
 FJ0478  HISTORY     - Date     Condition        Report By
 FJ0478  HISTORY     - 1934     MONUMENTED       CGS
 FJ0478  HISTORY     - 1953     MARK NOT FOUND   CGS
 FJ0478
 FJ0478                          STATION DESCRIPTION
 FJ0478
 FJ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0478'2.1 MI E FROM CHICKASHA.
 FJ0478'2.1 MILES EAST OF, ALONG A.T. AND S.F. RY. FROM STATION.  ABOUT
 FJ0478'300 FEET SOUTH OF MILEPOST 128, 57.2 FEET SOUTHWEST OF CENTERLINE
 FJ0478'OF DIRT ROAD AT RAILROAD CROSSING, 47.5 FEET WEST OF CENTERLINE
 FJ0478'OF ATCHISON, TOPEKA AND SANTA FE R.R., 31.1 FEET SOUTHEAST OF
 FJ0478'CENTERLINE OF FARM ROAD, 1.4 FEET NORTHEAST OF FENCE PARALLELING
 FJ0478'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0478
 FJ0478                          STATION RECOVERY (1953)
 FJ0478
 FJ0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FJ0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0331 ***********************************************************************
 FJ0331  DESIGNATION -  B 143
 FJ0331  PID         -  FJ0331
 FJ0331  STATE/COUNTY-  OK/CLEVELAND
 FJ0331  COUNTRY     -  US
 FJ0331  USGS QUAD   -  NORMAN (2018)
 FJ0331
 FJ0331                         *CURRENT SURVEY CONTROL
 FJ0331  ______________________________________________________________________
 FJ0331* NAD 83(1986) POSITION- 35 11 08.3    (N) 097 25 17.2    (W)   HD_HELD2
 FJ0331* NAVD 88 ORTHO HEIGHT -   346.719 (meters)     1137.53  (feet) ADJUSTED
 FJ0331  ______________________________________________________________________
 FJ0331  GEOID HEIGHT    -        -26.469 (meters)                     GEOID18
 FJ0331  DYNAMIC HEIGHT  -        346.383 (meters)     1136.42  (feet) COMP
 FJ0331  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 FJ0331
 FJ0331  VERT ORDER      -  SECOND    CLASS 0
 FJ0331
 FJ0331.The horizontal coordinates were established by autonomous hand held GPS
 FJ0331.observations and have an estimated accuracy of +/- 10 meters.
 FJ0331
 FJ0331.The orthometric height was determined by differential leveling and
 FJ0331.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0331.in August 1994.
 FJ0331
 FJ0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0331.GEOID18 height accuracy estimate available here.
 FJ0331
 FJ0331.Click photographs - Photos may exist for this station.
 FJ0331
 FJ0331.The dynamic height is computed by dividing the NAVD 88
 FJ0331.geopotential number by the normal gravity value computed on the
 FJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0331.degrees latitude (g = 980.6199 gals.).
 FJ0331
 FJ0331.The modeled gravity was interpolated from observed gravity values.
 FJ0331
 FJ0331;                    North         East    Units  Estimated Accuracy
 FJ0331;SPC OK S     -   205,621.      652,695.      MT  (+/- 10 meters HH2 GPS)
 FJ0331
 FJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4372594771(NAD 83)
 FJ0331
 FJ0331                          SUPERSEDED SURVEY CONTROL
 FJ0331
 FJ0331  NAVD 88 (06/15/91)  346.757  (m)         1137.65   (f) SUPERSEDED  2 0
 FJ0331  NGVD 29 (??/??/92)  346.641  (m)         1137.27   (f) ADJ UNCH    2 0
 FJ0331
 FJ0331.Superseded values are not recommended for survey control.
 FJ0331
 FJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0331.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0331
 FJ0331_MARKER: DB = BENCH MARK DISK
 FJ0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0331_SP_SET: CULVERT HEADWALL
 FJ0331_STAMPING: B 143 1934
 FJ0331_MARK LOGO: CGS
 FJ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0331+STABILITY: SURFACE MOTION
 FJ0331
 FJ0331  HISTORY     - Date     Condition        Report By
 FJ0331  HISTORY     - 1934     MONUMENTED       CGS
 FJ0331
 FJ0331                          STATION DESCRIPTION
 FJ0331
 FJ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0331'2.7 MI N FROM NORMAN.
 FJ0331'2.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0331'FROM THE STATION AT NORMAN, 0.5 MILE SOUTHEAST OF MILEPOST 404,
 FJ0331'375 FEET SOUTHEAST OF A SIGNAL STAND, AT CULVERT 404 B, IN THE
 FJ0331'TOP OF THE SOUTHWEST STONE HEADWALL, 1.4 FEET NORTHWEST OF THE
 FJ0331'SOUTHEAST END OF THE HEADWALL, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 FJ0331'EDGE, AND 18.7 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
 FJ0331'A STANDARD DISK, STAMPED B 143 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0281 ***********************************************************************
 FJ0281  DESIGNATION -  B 144
 FJ0281  PID         -  FJ0281
 FJ0281  STATE/COUNTY-  OK/OKLAHOMA
 FJ0281  COUNTRY     -  US
 FJ0281  USGS QUAD   -  EDMOND (2018)
 FJ0281
 FJ0281                         *CURRENT SURVEY CONTROL
 FJ0281  ______________________________________________________________________
 FJ0281* NAD 83(1986) POSITION- 35 42 29.     (N) 097 28 42.     (W)   SCALED
 FJ0281* NAVD 88 ORTHO HEIGHT -   358.386 (meters)     1175.80  (feet) ADJUSTED
 FJ0281  ______________________________________________________________________
 FJ0281  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 FJ0281  DYNAMIC HEIGHT  -        358.051 (meters)     1174.71  (feet) COMP
 FJ0281  MODELED GRAVITY -    979,689.1   (mgal)                       NAVD 88
 FJ0281
 FJ0281  VERT ORDER      -  SECOND    CLASS 0
 FJ0281
 FJ0281.The horizontal coordinates were scaled from a map and have
 FJ0281.an estimated accuracy of +/- 6 seconds.
 FJ0281
 FJ0281.The orthometric height was determined by differential leveling and
 FJ0281.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0281.in August 1994.
 FJ0281
 FJ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0281.GEOID18 height accuracy estimate available here.
 FJ0281
 FJ0281.Click photographs - Photos may exist for this station.
 FJ0281
 FJ0281.The dynamic height is computed by dividing the NAVD 88
 FJ0281.geopotential number by the normal gravity value computed on the
 FJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0281.degrees latitude (g = 980.6199 gals.).
 FJ0281
 FJ0281.The modeled gravity was interpolated from observed gravity values.
 FJ0281
 FJ0281;                    North         East    Units  Estimated Accuracy
 FJ0281;SPC OK N     -    78,690.      647,210.      MT  (+/- 180 meters Scaled)
 FJ0281
 FJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE376526(NAD 83)
 FJ0281
 FJ0281                          SUPERSEDED SURVEY CONTROL
 FJ0281
 FJ0281  NAVD 88 (06/15/91)  358.406  (m)         1175.87   (f) SUPERSEDED  2 0
 FJ0281  NGVD 29 (??/??/92)  358.267  (m)         1175.41   (f) ADJ UNCH    2 0
 FJ0281
 FJ0281.Superseded values are not recommended for survey control.
 FJ0281
 FJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0281.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0281
 FJ0281_MARKER: DB = BENCH MARK DISK
 FJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0281_STAMPING: B 144 1934
 FJ0281_MARK LOGO: CGS
 FJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0281+STABILITY: SURFACE MOTION
 FJ0281
 FJ0281  HISTORY     - Date     Condition        Report By
 FJ0281  HISTORY     - 1934     MONUMENTED       CGS
 FJ0281  HISTORY     - 1965     MARK NOT FOUND   USGS
 FJ0281
 FJ0281                          STATION DESCRIPTION
 FJ0281
 FJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0281'3.8 MI N FROM EDMOND.
 FJ0281'3.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0281'FROM THE STATION AT EDMOND, 0.3 MILE SOUTHEAST OF MILEPOST 366,
 FJ0281'0.1 MILE NORTHWEST OF A ROAD CROSSING, 400 FEET SOUTHEAST OF A
 FJ0281'SIGNAL STAND, 69.2 FEET WEST OF THE CENTERLINE OF A COUNTY
 FJ0281'ROAD, 47.2 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2.8
 FJ0281'FEET EAST OF A POLE.  A STANDARD DISK, STAMPED B 144 1934 AND
 FJ0281'SET IN THE TOP OF A CONCRETE POST.
 FJ0281
 FJ0281                          STATION RECOVERY (1965)
 FJ0281
 FJ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0341 ***********************************************************************
 GH0341  DESIGNATION -  B 145
 GH0341  PID         -  GH0341
 GH0341  STATE/COUNTY-  OK/NOBLE
 GH0341  COUNTRY     -  US
 GH0341  USGS QUAD   -  ORLANDO EAST (2018)
 GH0341
 GH0341                         *CURRENT SURVEY CONTROL
 GH0341  ______________________________________________________________________
 GH0341* NAD 83(1986) POSITION- 36 10 31.     (N) 097 21 35.     (W)   SCALED
 GH0341* NAVD 88 ORTHO HEIGHT -   330.799 (meters)     1085.30  (feet) ADJUSTED
 GH0341  ______________________________________________________________________
 GH0341  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 GH0341  DYNAMIC HEIGHT  -        330.500 (meters)     1084.32  (feet) COMP
 GH0341  MODELED GRAVITY -    979,717.9   (mgal)                       NAVD 88
 GH0341
 GH0341  VERT ORDER      -  SECOND    CLASS 0
 GH0341
 GH0341.The horizontal coordinates were scaled from a map and have
 GH0341.an estimated accuracy of +/- 6 seconds.
 GH0341
 GH0341.The orthometric height was determined by differential leveling and
 GH0341.adjusted by the NATIONAL GEODETIC SURVEY
 GH0341.in June 1991.
 GH0341
 GH0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0341.GEOID18 height accuracy estimate available here.
 GH0341
 GH0341.Click photographs - Photos may exist for this station.
 GH0341
 GH0341.The dynamic height is computed by dividing the NAVD 88
 GH0341.geopotential number by the normal gravity value computed on the
 GH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0341.degrees latitude (g = 980.6199 gals.).
 GH0341
 GH0341.The modeled gravity was interpolated from observed gravity values.
 GH0341
 GH0341;                    North         East    Units  Estimated Accuracy
 GH0341;SPC OK N     -   130,590.      657,600.      MT  (+/- 180 meters Scaled)
 GH0341
 GH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF475046(NAD 83)
 GH0341
 GH0341                          SUPERSEDED SURVEY CONTROL
 GH0341
 GH0341  NGVD 29 (??/??/92)  330.665  (m)         1084.86   (f) ADJ UNCH    2 0
 GH0341
 GH0341.Superseded values are not recommended for survey control.
 GH0341
 GH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0341.See file dsdata.pdf to determine how the superseded data were derived.
 GH0341
 GH0341_MARKER: DB = BENCH MARK DISK
 GH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0341_STAMPING: B 145 1934
 GH0341_MARK LOGO: CGS
 GH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0341+STABILITY: SURFACE MOTION
 GH0341
 GH0341  HISTORY     - Date     Condition        Report By
 GH0341  HISTORY     - 1934     MONUMENTED       CGS
 GH0341
 GH0341                          STATION DESCRIPTION
 GH0341
 GH0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0341'2.1 MI N FROM NOBLE.
 GH0341'IN NOBLE COUNTY, 2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA
 GH0341'AND SANTA FE RAILWAY FROM THE STATION AT ORLANDO, LOGAN COUNTY,
 GH0341'0.4 MILE NORTH OF MILEPOST 331, 0.1 MILE NORTH OF A BRIDGE OVER
 GH0341'A COUNTY ROAD, 90.7 FEET NORTHEAST OF A SIGNAL BOX, 97.7 FEET
 GH0341'EAST OF THE CENTERLINE OF THE TRACK, 39.8 FEET EAST OF A POLE,
 GH0341'AND 1.7 FEET WEST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 GH0341'DISK STAMPED B 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0235 ***********************************************************************
 FJ0235  DESIGNATION -  B 146
 FJ0235  PID         -  FJ0235
 FJ0235  STATE/COUNTY-  OK/PAYNE
 FJ0235  COUNTRY     -  US
 FJ0235  USGS QUAD   -  TRYON NORTH (2018)
 FJ0235
 FJ0235                         *CURRENT SURVEY CONTROL
 FJ0235  ______________________________________________________________________
 FJ0235* NAD 83(1986) POSITION- 35 58 07.     (N) 096 55 35.     (W)   SCALED
 FJ0235* NAVD 88 ORTHO HEIGHT -   251.768 (meters)      826.01  (feet) ADJUSTED
 FJ0235  ______________________________________________________________________
 FJ0235  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 FJ0235  DYNAMIC HEIGHT  -        251.540 (meters)      825.26  (feet) COMP
 FJ0235  MODELED GRAVITY -    979,722.3   (mgal)                       NAVD 88
 FJ0235
 FJ0235  VERT ORDER      -  SECOND    CLASS 0
 FJ0235
 FJ0235.The horizontal coordinates were scaled from a map and have
 FJ0235.an estimated accuracy of +/- 6 seconds.
 FJ0235
 FJ0235.The orthometric height was determined by differential leveling and
 FJ0235.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0235.in June 1991.
 FJ0235
 FJ0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0235.GEOID18 height accuracy estimate available here.
 FJ0235
 FJ0235.Click photographs - Photos may exist for this station.
 FJ0235
 FJ0235.The dynamic height is computed by dividing the NAVD 88
 FJ0235.geopotential number by the normal gravity value computed on the
 FJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0235.degrees latitude (g = 980.6199 gals.).
 FJ0235
 FJ0235.The modeled gravity was interpolated from observed gravity values.
 FJ0235
 FJ0235;                    North         East    Units  Estimated Accuracy
 FJ0235;SPC OK N     -   108,010.      696,830.      MT  (+/- 180 meters Scaled)
 FJ0235
 FJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE869824(NAD 83)
 FJ0235
 FJ0235                          SUPERSEDED SURVEY CONTROL
 FJ0235
 FJ0235  NGVD 29 (??/??/92)  251.660  (m)          825.65   (f) ADJ UNCH    2 0
 FJ0235
 FJ0235.Superseded values are not recommended for survey control.
 FJ0235
 FJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0235.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0235
 FJ0235_MARKER: DB = BENCH MARK DISK
 FJ0235_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0235_STAMPING: B 146 1934
 FJ0235_MARK LOGO: CGS
 FJ0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0235+STABILITY: POSITION/ELEVATION WELL
 FJ0235
 FJ0235  HISTORY     - Date     Condition        Report By
 FJ0235  HISTORY     - 1934     MONUMENTED       CGS
 FJ0235  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0235
 FJ0235                          STATION DESCRIPTION
 FJ0235
 FJ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0235'3.6 MI S FROM RIPLEY.
 FJ0235'3.6 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0235'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT RIPLEY, PAYNE
 FJ0235'COUNTY, 88 FEET SOUTHWEST OF THE SOUTHEAST END OF WOODEN CULVERT
 FJ0235'43 G, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED,
 FJ0235'IN A SANDSTONE ROCK LEDGE AND 2.3 FEET ABOVE THE GROUND.  A
 FJ0235'STANDARD DISK, STAMPED B 146 1934.  NOTE-- IN AREA WHERE BM
 FJ0235'SHOULD BE SOME OF THE ROCK LEDGE IS CAVED OFF.
 FJ0235
 FJ0235                          STATION RECOVERY (1975)
 FJ0235
 FJ0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0235'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0374 ***********************************************************************
 FJ0374  DESIGNATION -  B 147
 FJ0374  PID         -  FJ0374
 FJ0374  STATE/COUNTY-  OK/OKLAHOMA
 FJ0374  COUNTRY     -  US
 FJ0374  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0374
 FJ0374                         *CURRENT SURVEY CONTROL
 FJ0374  ______________________________________________________________________
 FJ0374* NAD 83(1986) POSITION- 35 28 07.     (N) 097 28 38.     (W)   SCALED
 FJ0374* NAVD 88 ORTHO HEIGHT -   356.717 (meters)     1170.33  (feet) ADJUSTED
 FJ0374  ______________________________________________________________________
 FJ0374  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 FJ0374  DYNAMIC HEIGHT  -        356.377 (meters)     1169.21  (feet) COMP
 FJ0374  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 FJ0374
 FJ0374  VERT ORDER      -  SECOND    CLASS 0
 FJ0374
 FJ0374.The horizontal coordinates were scaled from a map and have
 FJ0374.an estimated accuracy of +/- 6 seconds.
 FJ0374
 FJ0374.The orthometric height was determined by differential leveling and
 FJ0374.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0374.in August 1994.
 FJ0374
 FJ0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0374.GEOID18 height accuracy estimate available here.
 FJ0374
 FJ0374.Click photographs - Photos may exist for this station.
 FJ0374
 FJ0374.The dynamic height is computed by dividing the NAVD 88
 FJ0374.geopotential number by the normal gravity value computed on the
 FJ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0374.degrees latitude (g = 980.6199 gals.).
 FJ0374
 FJ0374.The modeled gravity was interpolated from observed gravity values.
 FJ0374
 FJ0374;                    North         East    Units  Estimated Accuracy
 FJ0374;SPC OK N     -    52,120.      647,450.      MT  (+/- 180 meters Scaled)
 FJ0374
 FJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE381260(NAD 83)
 FJ0374
 FJ0374                          SUPERSEDED SURVEY CONTROL
 FJ0374
 FJ0374  NAVD 88 (06/15/91)  356.794  (m)         1170.58   (f) SUPERSEDED  2 0
 FJ0374  NGVD 29 (??/??/92)  356.647  (m)         1170.10   (f) ADJ UNCH    2 0
 FJ0374
 FJ0374.Superseded values are not recommended for survey control.
 FJ0374
 FJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0374.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0374
 FJ0374_MARKER: DB = BENCH MARK DISK
 FJ0374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0374_STAMPING: B 147 1934
 FJ0374_MARK LOGO: CGS
 FJ0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0374
 FJ0374  HISTORY     - Date     Condition        Report By
 FJ0374  HISTORY     - 1934     MONUMENTED       CGS
 FJ0374  HISTORY     - 1956     MARK NOT FOUND   CGS
 FJ0374
 FJ0374                          STATION DESCRIPTION
 FJ0374
 FJ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FJ0374'1.9 MI E FROM OKLAHOMA CITY.
 FJ0374'1.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FJ0374'THE STATION AT OKLAHOMA CITY, OKLAHOMA COUNTY, 112 FEET NORTHEAST
 FJ0374'OF MILEPOST 342, 0.1 MILE WEST OF THE EAST AVENUE CROSSING, AT
 FJ0374'A WYE, 18.3 FEET NORTH OF THE CENTERLINE OF THE SOUTH TRACK,
 FJ0374'17.3 FEET SOUTH OF THE CENTERLINE OF THE NORTH TRACK, AND 2.1
 FJ0374'FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED B 147 1934
 FJ0374'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0154 ***********************************************************************
 FJ0154  DESIGNATION -  B 148
 FJ0154  PID         -  FJ0154
 FJ0154  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0154  COUNTRY     -  US
 FJ0154  USGS QUAD   -  SHAWNEE (2018)
 FJ0154
 FJ0154                         *CURRENT SURVEY CONTROL
 FJ0154  ______________________________________________________________________
 FJ0154* NAD 83(1986) POSITION- 35 18 24.     (N) 096 52 54.     (W)   SCALED
 FJ0154* NAVD 88 ORTHO HEIGHT -   300.987 (meters)      987.49  (feet) ADJUSTED
 FJ0154  ______________________________________________________________________
 FJ0154  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 FJ0154  DYNAMIC HEIGHT  -        300.701 (meters)      986.55  (feet) COMP
 FJ0154  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 FJ0154
 FJ0154  VERT ORDER      -  SECOND    CLASS 0
 FJ0154
 FJ0154.The horizontal coordinates were scaled from a map and have
 FJ0154.an estimated accuracy of +/- 6 seconds.
 FJ0154
 FJ0154.The orthometric height was determined by differential leveling and
 FJ0154.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0154.in June 1991.
 FJ0154
 FJ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0154.GEOID18 height accuracy estimate available here.
 FJ0154
 FJ0154.Click photographs - Photos may exist for this station.
 FJ0154
 FJ0154.The dynamic height is computed by dividing the NAVD 88
 FJ0154.geopotential number by the normal gravity value computed on the
 FJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0154.degrees latitude (g = 980.6199 gals.).
 FJ0154
 FJ0154.The modeled gravity was interpolated from observed gravity values.
 FJ0154
 FJ0154;                    North         East    Units  Estimated Accuracy
 FJ0154;SPC OK S     -   219,460.      701,710.      MT  (+/- 180 meters Scaled)
 FJ0154
 FJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE925091(NAD 83)
 FJ0154
 FJ0154                          SUPERSEDED SURVEY CONTROL
 FJ0154
 FJ0154  NGVD 29 (??/??/92)  300.904  (m)          987.22   (f) ADJ UNCH    2 0
 FJ0154
 FJ0154.Superseded values are not recommended for survey control.
 FJ0154
 FJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0154.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0154
 FJ0154_MARKER: DB = BENCH MARK DISK
 FJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0154_STAMPING: B 148 1934
 FJ0154_MARK LOGO: CGS
 FJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0154+STABILITY: SURFACE MOTION
 FJ0154
 FJ0154  HISTORY     - Date     Condition        Report By
 FJ0154  HISTORY     - 1934     MONUMENTED       CGS
 FJ0154  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0154
 FJ0154                          STATION DESCRIPTION
 FJ0154
 FJ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0154'2.6 MI E FROM SHAWNEE.
 FJ0154'2.6 MILES EAST OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 FJ0154'POST SET AT CROSSING OF O.C.A.A. AND BRANCH LINE OF CHICAGO,
 FJ0154'ROCK ISL. AND PACIFIC RYS., ABOUT 0.2 MILE EAST OF M.P. 39, 69.4
 FJ0154'FEET SOUTHEAST OF CENTERLINE OF CROSSING OF RAILROADS, 60.2
 FJ0154'FEET SOUTH OF CENTERLINE OF O.C.A.A. RY., 33.3 FEET EAST OF
 FJ0154'C.R.I. AND P. RY., 3.3 FEET NORTH OF TELEPHONE POLE, A STANDARD
 FJ0154'DISK SET IN A CONCRETE POST.
 FJ0154
 FJ0154                          STATION RECOVERY (1964)
 FJ0154
 FJ0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0100 ***********************************************************************
 FJ0100  DESIGNATION -  B 149
 FJ0100  PID         -  FJ0100
 FJ0100  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0100  COUNTRY     -  US
 FJ0100  USGS QUAD   -  EARLSBORO (2018)
 FJ0100
 FJ0100                         *CURRENT SURVEY CONTROL
 FJ0100  ______________________________________________________________________
 FJ0100* NAD 83(1986) POSITION- 35 16 05.     (N) 096 47 57.     (W)   SCALED
 FJ0100* NAVD 88 ORTHO HEIGHT -   312.527 (meters)     1025.35  (feet) ADJUSTED
 FJ0100  ______________________________________________________________________
 FJ0100  GEOID HEIGHT    -        -27.176 (meters)                     GEOID18
 FJ0100  DYNAMIC HEIGHT  -        312.230 (meters)     1024.37  (feet) COMP
 FJ0100  MODELED GRAVITY -    979,672.9   (mgal)                       NAVD 88
 FJ0100
 FJ0100  VERT ORDER      -  SECOND    CLASS 0
 FJ0100
 FJ0100.The horizontal coordinates were scaled from a map and have
 FJ0100.an estimated accuracy of +/- 6 seconds.
 FJ0100
 FJ0100.The orthometric height was determined by differential leveling and
 FJ0100.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0100.in June 1991.
 FJ0100
 FJ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0100.GEOID18 height accuracy estimate available here.
 FJ0100
 FJ0100.Click photographs - Photos may exist for this station.
 FJ0100
 FJ0100.The dynamic height is computed by dividing the NAVD 88
 FJ0100.geopotential number by the normal gravity value computed on the
 FJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0100.degrees latitude (g = 980.6199 gals.).
 FJ0100
 FJ0100.The modeled gravity was interpolated from observed gravity values.
 FJ0100
 FJ0100;                    North         East    Units  Estimated Accuracy
 FJ0100;SPC OK S     -   215,260.      709,260.      MT  (+/- 180 meters Scaled)
 FJ0100
 FJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE001049(NAD 83)
 FJ0100
 FJ0100                          SUPERSEDED SURVEY CONTROL
 FJ0100
 FJ0100  NGVD 29 (??/??/92)  312.438  (m)         1025.06   (f) ADJ UNCH    2 0
 FJ0100
 FJ0100.Superseded values are not recommended for survey control.
 FJ0100
 FJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0100.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0100
 FJ0100_MARKER: DB = BENCH MARK DISK
 FJ0100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0100_SP_SET: STEP
 FJ0100_STAMPING: B 149 1934
 FJ0100_MARK LOGO: CGS
 FJ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0100
 FJ0100  HISTORY     - Date     Condition        Report By
 FJ0100  HISTORY     - 1934     MONUMENTED       CGS
 FJ0100
 FJ0100                          STATION DESCRIPTION
 FJ0100
 FJ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0100'AT EARLSBORO.
 FJ0100'AT EARLSBORO, POTTAWATOMIE COUNTY, AT THE PUBLIC SCHOOL BUILDING,
 FJ0100'63.5 FEET WEST OF THE SOUTHEAST CORNER, IN THE TOP OF THE TOP
 FJ0100'STEP AT THE SOUTH ENTRANCE DOOR, 5.6 FEET WEST OF THE MIDDLE
 FJ0100'OF THE DOOR, 0.4 FOOT SOUTH OF THE NORTH WALL, AND 0.4 FOOT
 FJ0100'EAST OF THE WEST WALL.  A STANDARD DISK, STAMPED B 149 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0016 ***********************************************************************
 DN0016  DESIGNATION -  B 15
 DN0016  PID         -  DN0016
 DN0016  STATE/COUNTY-  OK/BRYAN
 DN0016  COUNTRY     -  US
 DN0016  USGS QUAD   -  ACHILLE (2018)
 DN0016
 DN0016                         *CURRENT SURVEY CONTROL
 DN0016  ______________________________________________________________________
 DN0016* NAD 83(1986) POSITION- 33 51 14.     (N) 096 29 58.     (W)   SCALED
 DN0016* NAVD 88 ORTHO HEIGHT -   200.153 (meters)      656.67  (feet) POSTED
 DN0016  ______________________________________________________________________
 DN0016  GEOID HEIGHT    -        -26.512 (meters)                     GEOID18
 DN0016  DYNAMIC HEIGHT  -        199.94  (meters)      656.0   (feet) COMP
 DN0016  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 DN0016
 DN0016  VERT ORDER      -  * POSTED, SEE BELOW
 DN0016
 DN0016.The horizontal coordinates were scaled from a map and have
 DN0016.an estimated accuracy of +/- 6 seconds.
 DN0016
 DN0016.The orthometric height was determined by differential leveling
 DN0016.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0016
 DN0016.* This is a POSTED BENCH MARK height.
 DN0016
 DN0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0016.GEOID18 height accuracy estimate available here.
 DN0016
 DN0016.Click photographs - Photos may exist for this station.
 DN0016
 DN0016.The dynamic height is computed by dividing the NAVD 88
 DN0016.geopotential number by the normal gravity value computed on the
 DN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0016.degrees latitude (g = 980.6199 gals.).
 DN0016
 DN0016.The modeled gravity was interpolated from observed gravity values.
 DN0016
 DN0016;                    North         East    Units  Estimated Accuracy
 DN0016;SPC OK S     -    58,780.      738,860.      MT  (+/- 180 meters Scaled)
 DN0016
 DN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC313487(NAD 83)
 DN0016
 DN0016                          SUPERSEDED SURVEY CONTROL
 DN0016
 DN0016  NGVD 29 (??/??/??)  200.15   (m)          656.7    (f) RESET       3  
 DN0016
 DN0016.Superseded values are not recommended for survey control.
 DN0016
 DN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0016.See file dsdata.pdf to determine how the superseded data were derived.
 DN0016
 DN0016_MARKER: DB = BENCH MARK DISK
 DN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0016_STAMPING: B 15 1933 656.547
 DN0016_MARK LOGO: CGS
 DN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0016+STABILITY: SURFACE MOTION
 DN0016
 DN0016  HISTORY     - Date     Condition        Report By
 DN0016  HISTORY     - 1933     MONUMENTED       CGS
 DN0016  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0016
 DN0016                          STATION DESCRIPTION
 DN0016
 DN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0016'IN COLBERT.
 DN0016'ON THE M-K-T RAILROAD, ABOUT 650 FEET SOUTH OF MILE POLE 653, ABOUT
 DN0016'400 FEET NORTH OF COLBERT RAILROAD STATION, AND ABOUT 100 FEET EAST OF
 DN0016'MAIN TRACK, NEAR FENCE CORNER.
 DN0016
 DN0016                          STATION RECOVERY (1955)
 DN0016
 DN0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0244 ***********************************************************************
 GK0244  DESIGNATION -  B 15
 GK0244  PID         -  GK0244
 GK0244  STATE/COUNTY-  OK/TEXAS
 GK0244  COUNTRY     -  US
 GK0244  USGS QUAD   -  OPTIMA (2018)
 GK0244
 GK0244                         *CURRENT SURVEY CONTROL
 GK0244  ______________________________________________________________________
 GK0244* NAD 83(1986) POSITION- 36 46 39.     (N) 101 19 52.     (W)   SCALED
 GK0244* NAVD 88 ORTHO HEIGHT -   906.097 (meters)     2972.75  (feet) ADJUSTED
 GK0244  ______________________________________________________________________
 GK0244  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 GK0244  DYNAMIC HEIGHT  -        905.170 (meters)     2969.71  (feet) COMP
 GK0244  MODELED GRAVITY -    979,577.5   (mgal)                       NAVD 88
 GK0244
 GK0244  VERT ORDER      -  FIRST     CLASS II
 GK0244
 GK0244.The horizontal coordinates were scaled from a map and have
 GK0244.an estimated accuracy of +/- 6 seconds.
 GK0244
 GK0244.The orthometric height was determined by differential leveling and
 GK0244.adjusted by the NATIONAL GEODETIC SURVEY
 GK0244.in June 1991.
 GK0244
 GK0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0244.GEOID18 height accuracy estimate available here.
 GK0244
 GK0244.Click photographs - Photos may exist for this station.
 GK0244
 GK0244.The dynamic height is computed by dividing the NAVD 88
 GK0244.geopotential number by the normal gravity value computed on the
 GK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0244.degrees latitude (g = 980.6199 gals.).
 GK0244
 GK0244.The modeled gravity was interpolated from observed gravity values.
 GK0244
 GK0244;                    North         East    Units  Estimated Accuracy
 GK0244;SPC OK N     -   202,330.      302,690.      MT  (+/- 180 meters Scaled)
 GK0244
 GK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF919727(NAD 83)
 GK0244
 GK0244                          SUPERSEDED SURVEY CONTROL
 GK0244
 GK0244  NGVD 29 (??/??/92)  905.673  (m)         2971.36   (f) ADJ UNCH    1 2
 GK0244
 GK0244.Superseded values are not recommended for survey control.
 GK0244
 GK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0244.See file dsdata.pdf to determine how the superseded data were derived.
 GK0244
 GK0244_MARKER: DB = BENCH MARK DISK
 GK0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0244_SP_SET: ABUTMENT
 GK0244_STAMPING: B 15 1933
 GK0244_MARK LOGO: CGS
 GK0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0244
 GK0244  HISTORY     - Date     Condition        Report By
 GK0244  HISTORY     - 1933     MONUMENTED       CGS
 GK0244  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0244
 GK0244                          STATION DESCRIPTION
 GK0244
 GK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0244'1.5 MI NE FROM OPTIMA.
 GK0244'1.5 MILES NORTHEAST OF OPTIMA DEPOT ALONG THE ROCK ISLAND RAIL ROAD 2
 GK0244'POLES SOUTH WEST OF MILE POLE NO. 463.  AT 200 FT. STEEL I BEAM BRIDGE
 GK0244'NO. 4631 OVER PONEY CRECK.  SET IN SOUTH EAST SIDE OF THE SOUT WEST
 GK0244'CONCRETE ABUTMENT, 7 FT. SOUTH EAST OF THE CENTER LINE OF TRACK.
 GK0244
 GK0244                          STATION RECOVERY (1965)
 GK0244
 GK0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0288 ***********************************************************************
 EL0288  DESIGNATION -  B 150
 EL0288  PID         -  EL0288
 EL0288  STATE/COUNTY-  OK/PONTOTOC
 EL0288  COUNTRY     -  US
 EL0288  USGS QUAD   -  VAMOOSA (2018)
 EL0288
 EL0288                         *CURRENT SURVEY CONTROL
 EL0288  ______________________________________________________________________
 EL0288* NAD 83(1986) POSITION- 34 54 23.     (N) 096 41 40.     (W)   SCALED
 EL0288* NAVD 88 ORTHO HEIGHT -   258.535 (meters)      848.21  (feet) ADJUSTED
 EL0288  ______________________________________________________________________
 EL0288  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 EL0288  DYNAMIC HEIGHT  -        258.285 (meters)      847.39  (feet) COMP
 EL0288  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 EL0288
 EL0288  VERT ORDER      -  SECOND    CLASS 0
 EL0288
 EL0288.The horizontal coordinates were scaled from a map and have
 EL0288.an estimated accuracy of +/- 6 seconds.
 EL0288
 EL0288.The orthometric height was determined by differential leveling and
 EL0288.adjusted by the NATIONAL GEODETIC SURVEY
 EL0288.in June 1991.
 EL0288
 EL0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0288.GEOID18 height accuracy estimate available here.
 EL0288
 EL0288.Click photographs - Photos may exist for this station.
 EL0288
 EL0288.The dynamic height is computed by dividing the NAVD 88
 EL0288.geopotential number by the normal gravity value computed on the
 EL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0288.degrees latitude (g = 980.6199 gals.).
 EL0288
 EL0288.The modeled gravity was interpolated from observed gravity values.
 EL0288
 EL0288;                    North         East    Units  Estimated Accuracy
 EL0288;SPC OK S     -   175,260.      719,310.      MT  (+/- 180 meters Scaled)
 EL0288
 EL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD106650(NAD 83)
 EL0288
 EL0288                          SUPERSEDED SURVEY CONTROL
 EL0288
 EL0288  NGVD 29 (??/??/92)  258.446  (m)          847.92   (f) ADJ UNCH    2 0
 EL0288
 EL0288.Superseded values are not recommended for survey control.
 EL0288
 EL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0288.See file dsdata.pdf to determine how the superseded data were derived.
 EL0288
 EL0288_MARKER: DB = BENCH MARK DISK
 EL0288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0288_SP_SET: CULVERT
 EL0288_STAMPING: B 150 1934
 EL0288_MARK LOGO: CGS
 EL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0288+STABILITY: SURFACE MOTION
 EL0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0288+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 EL0288
 EL0288  HISTORY     - Date     Condition        Report By
 EL0288  HISTORY     - 1934     MONUMENTED       CGS
 EL0288  HISTORY     - 20170615 GOOD             OKDOT
 EL0288
 EL0288                          STATION DESCRIPTION
 EL0288
 EL0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0288'5.8 MI S FROM KONAWA.
 EL0288'5.8 MILES SOUTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION.
 EL0288'TABLET SET HORIZONTALLY IN NORTHEAST HEADWALL OF CONCRETE CULVERT
 EL0288'UNDER O.C.A.A.RY. AT TYROLA SIDING ABOUT 0.1 MILE NORTHWEST
 EL0288'OF M.P. 75, 88.9 FEET NORTH OF TYROLA MARKER, 72.2 FEET NORTHEAST
 EL0288'OF CENTERLINE OF FARM ROAD AT RAILROAD CROSSING, 33.9 FEET WEST
 EL0288'OF NORTHWEST END OF IRON GATE, 2.3 FEET NORTHWEST OF SOUTHEAST
 EL0288'END OF HEADWALL.
 EL0288
 EL0288                          STATION RECOVERY (2017)
 EL0288
 EL0288'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0288'THE MARK IS NOT STABLE ENOUGH FOR GPS OBSERVATION.  THIS MONUMENT IS
 EL0288'TREE CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0092 ***********************************************************************
 EM0092  DESIGNATION -  B 151
 EM0092  PID         -  EM0092
 EM0092  STATE/COUNTY-  OK/TILLMAN
 EM0092  COUNTRY     -  US
 EM0092  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM0092
 EM0092                         *CURRENT SURVEY CONTROL
 EM0092  ______________________________________________________________________
 EM0092* NAD 83(1986) POSITION- 34 22 13.     (N) 098 57 26.     (W)   SCALED
 EM0092* NAVD 88 ORTHO HEIGHT -   380.454 (meters)     1248.21  (feet) ADJUSTED
 EM0092  ______________________________________________________________________
 EM0092  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 EM0092  DYNAMIC HEIGHT  -        380.040 (meters)     1246.85  (feet) COMP
 EM0092  MODELED GRAVITY -    979,539.2   (mgal)                       NAVD 88
 EM0092
 EM0092  VERT ORDER      -  SECOND    CLASS 0
 EM0092
 EM0092.The horizontal coordinates were scaled from a map and have
 EM0092.an estimated accuracy of +/- 6 seconds.
 EM0092
 EM0092.The orthometric height was determined by differential leveling and
 EM0092.adjusted by the NATIONAL GEODETIC SURVEY
 EM0092.in June 1991.
 EM0092
 EM0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0092.GEOID18 height accuracy estimate available here.
 EM0092
 EM0092.Click photographs - Photos may exist for this station.
 EM0092
 EM0092.The dynamic height is computed by dividing the NAVD 88
 EM0092.geopotential number by the normal gravity value computed on the
 EM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0092.degrees latitude (g = 980.6199 gals.).
 EM0092
 EM0092.The modeled gravity was interpolated from observed gravity values.
 EM0092
 EM0092;                    North         East    Units  Estimated Accuracy
 EM0092;SPC OK S     -   115,440.      511,960.      MT  (+/- 180 meters Scaled)
 EM0092
 EM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND039032(NAD 83)
 EM0092
 EM0092                          SUPERSEDED SURVEY CONTROL
 EM0092
 EM0092  NGVD 29 (??/??/92)  380.312  (m)         1247.74   (f) ADJ UNCH    2 0
 EM0092
 EM0092.Superseded values are not recommended for survey control.
 EM0092
 EM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0092.See file dsdata.pdf to determine how the superseded data were derived.
 EM0092
 EM0092_MARKER: DB = BENCH MARK DISK
 EM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0092_STAMPING: B 151 1934
 EM0092_MARK LOGO: CGS
 EM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0092+STABILITY: SURFACE MOTION
 EM0092
 EM0092  HISTORY     - Date     Condition        Report By
 EM0092  HISTORY     - 1934     MONUMENTED       CGS
 EM0092  HISTORY     - 1973     MARK NOT FOUND   USGS
 EM0092
 EM0092                          STATION DESCRIPTION
 EM0092
 EM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0092'4.7 MI SE FROM FREDERICK.
 EM0092'4.7 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM POST OFFICE 69 FEET
 EM0092'NORTHWEST OF KELL STATION SIGN BOARD.  64 FEET EAST OF CENTERLINE OF
 EM0092'CROSS SECTION ROAD.  40 FEET NORTH OF CENTERLINE OF MO. KANS. TEXAS
 EM0092'R.R. MAIN LINE TRACK.  8.6 FEET SOUTH OF R/W FENCE.  7.5 FEET WEST OF
 EM0092'WESTERN UNION TELE. POLE 6936.
 EM0092
 EM0092                          STATION RECOVERY (1973)
 EM0092
 EM0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EM0092'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0051 ***********************************************************************
 EM0051  DESIGNATION -  B 152
 EM0051  PID         -  EM0051
 EM0051  STATE/COUNTY-  OK/JEFFERSON
 EM0051  COUNTRY     -  US
 EM0051  USGS QUAD   -  WAURIKA WEST (2019)
 EM0051
 EM0051                         *CURRENT SURVEY CONTROL
 EM0051  ______________________________________________________________________
 EM0051* NAD 83(1986) POSITION- 34 11 48.     (N) 098 03 03.     (W)   SCALED
 EM0051* NAVD 88 ORTHO HEIGHT -   276.560 (meters)      907.35  (feet) POSTED
 EM0051  ______________________________________________________________________
 EM0051  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 EM0051  DYNAMIC HEIGHT  -        276.28  (meters)      906.4   (feet) COMP
 EM0051  MODELED GRAVITY -    979,624.4   (mgal)                       NAVD 88
 EM0051
 EM0051  VERT ORDER      -  * POSTED, SEE BELOW
 EM0051
 EM0051.The horizontal coordinates were scaled from a map and have
 EM0051.an estimated accuracy of +/- 6 seconds.
 EM0051
 EM0051.The orthometric height was determined by differential leveling
 EM0051.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0051
 EM0051.* This is a POSTED BENCH MARK height.
 EM0051
 EM0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0051.GEOID18 height accuracy estimate available here.
 EM0051
 EM0051.Click photographs - Photos may exist for this station.
 EM0051
 EM0051.The dynamic height is computed by dividing the NAVD 88
 EM0051.geopotential number by the normal gravity value computed on the
 EM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0051.degrees latitude (g = 980.6199 gals.).
 EM0051
 EM0051.The modeled gravity was interpolated from observed gravity values.
 EM0051
 EM0051;                    North         East    Units  Estimated Accuracy
 EM0051;SPC OK S     -    95,770.      595,320.      MT  (+/- 180 meters Scaled)
 EM0051
 EM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC874843(NAD 83)
 EM0051
 EM0051                          SUPERSEDED SURVEY CONTROL
 EM0051
 EM0051  NGVD 29 (??/??/92)  276.478  (m)          907.08   (f) ADJ UNCH    2 0
 EM0051
 EM0051.Superseded values are not recommended for survey control.
 EM0051
 EM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0051.See file dsdata.pdf to determine how the superseded data were derived.
 EM0051
 EM0051_MARKER: DB = BENCH MARK DISK
 EM0051_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0051_STAMPING: B 152 1934
 EM0051_MARK LOGO: CGS
 EM0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0051
 EM0051  HISTORY     - Date     Condition        Report By
 EM0051  HISTORY     - 1934     MONUMENTED       CGS
 EM0051  HISTORY     - 1963     GOOD             CGS
 EM0051
 EM0051                          STATION DESCRIPTION
 EM0051
 EM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0051'3.9 MI NW FROM WAURIKA.
 EM0051'3.9 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY, FROM STATION ABOUT 0.2
 EM0051'MILE NORTHWEST OF STEEL RAILROAD BRIDGE OVER LITTLE BEAVER CREEK. 600
 EM0051'FEET NORTHEAST OF A LARGE FRAME FARM HOUSE.  63 FEET NORTH OF CENTER
 EM0051'OF ROAD CROSSING.  30 FEET NORTHEAST OF CENTER OF TRACKS.  22 FEET
 EM0051'EAST OF EAST END OF CATTLE GUARD.  4 FEET NORTH OF RIGHT-OF-WAY FENCE.
 EM0051'TABLET SET IN PRECAST CONCRETE POST.
 EM0051
 EM0051                          STATION RECOVERY (1963)
 EM0051
 EM0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0129 ***********************************************************************
 EM0129  DESIGNATION -  B 153
 EM0129  PID         -  EM0129
 EM0129  STATE/COUNTY-  OK/COTTON
 EM0129  COUNTRY     -  US
 EM0129  USGS QUAD   -  WHITES LAKE (2018)
 EM0129
 EM0129                         *CURRENT SURVEY CONTROL
 EM0129  ______________________________________________________________________
 EM0129* NAD 83(1986) POSITION- 34 21 45.     (N) 098 36 29.     (W)   SCALED
 EM0129* NAVD 88 ORTHO HEIGHT -   318.733 (meters)     1045.71  (feet) ADJUSTED
 EM0129  ______________________________________________________________________
 EM0129  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 EM0129  DYNAMIC HEIGHT  -        318.397 (meters)     1044.61  (feet) COMP
 EM0129  MODELED GRAVITY -    979,573.7   (mgal)                       NAVD 88
 EM0129
 EM0129  VERT ORDER      -  SECOND    CLASS 0
 EM0129
 EM0129.The horizontal coordinates were scaled from a map and have
 EM0129.an estimated accuracy of +/- 6 seconds.
 EM0129
 EM0129.The orthometric height was determined by differential leveling and
 EM0129.adjusted by the NATIONAL GEODETIC SURVEY
 EM0129.in June 1991.
 EM0129
 EM0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0129.GEOID18 height accuracy estimate available here.
 EM0129
 EM0129.Click photographs - Photos may exist for this station.
 EM0129
 EM0129.The dynamic height is computed by dividing the NAVD 88
 EM0129.geopotential number by the normal gravity value computed on the
 EM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0129.degrees latitude (g = 980.6199 gals.).
 EM0129
 EM0129.The modeled gravity was interpolated from observed gravity values.
 EM0129
 EM0129;                    North         East    Units  Estimated Accuracy
 EM0129;SPC OK S     -   114,330.      544,070.      MT  (+/- 180 meters Scaled)
 EM0129
 EM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND360024(NAD 83)
 EM0129
 EM0129                          SUPERSEDED SURVEY CONTROL
 EM0129
 EM0129  NGVD 29 (??/??/92)  318.637  (m)         1045.39   (f) ADJ UNCH    2 0
 EM0129
 EM0129.Superseded values are not recommended for survey control.
 EM0129
 EM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0129.See file dsdata.pdf to determine how the superseded data were derived.
 EM0129
 EM0129_MARKER: DB = BENCH MARK DISK
 EM0129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0129_SP_SET: CULVERT HEADWALL
 EM0129_STAMPING: B 153 1934
 EM0129_MARK LOGO: CGS
 EM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0129+STABILITY: SURFACE MOTION
 EM0129
 EM0129  HISTORY     - Date     Condition        Report By
 EM0129  HISTORY     - 1934     MONUMENTED       CGS
 EM0129  HISTORY     - 1968     GOOD             CGS
 EM0129  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EM0129
 EM0129                          STATION DESCRIPTION
 EM0129
 EM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0129'17.7 MI W FROM WALTERS.
 EM0129'17.7 MILES WEST OF, ALONG U.S. HWY. 70, FROM WATER TANK BRONZE TABLET
 EM0129'SET IN NORTH HEADWALL OF HIGHWAY CULVERT AT NORTHEAST CORNER OF
 EM0129'INTERSECTION.  0.1 MILE WEST OF WHITE HOUSE WITH GREEN TRIMMINGS. 198
 EM0129'FEET EAST OF EAST END OF HIGHWAY BRIDGE WITH CONCRETE SIDE RAILS. 49
 EM0129'FEET EAST OF CENTERLINE OF CROSS SECTION ROAD. 34.6 FEET SOUTHEAST OF
 EM0129'SOUTHWEST FENCE CORNER.  20.6 FEET NORTH OF CENTERLINE OF U.S. HWY.
 EM0129'70.
 EM0129
 EM0129                          STATION RECOVERY (1968)
 EM0129
 EM0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EM0129'RECOVERED IN GOOD CONDITION.
 EM0129
 EM0129                          STATION RECOVERY (1986)
 EM0129
 EM0129'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0509 ***********************************************************************
 EL0509  DESIGNATION -  B 155
 EL0509  PID         -  EL0509
 EL0509  STATE/COUNTY-  OK/STEPHENS
 EL0509  COUNTRY     -  US
 EL0509  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0509
 EL0509                         *CURRENT SURVEY CONTROL
 EL0509  ______________________________________________________________________
 EL0509* NAD 83(1986) POSITION- 34 29 34.     (N) 097 53 52.     (W)   SCALED
 EL0509* NAVD 88 ORTHO HEIGHT -   344.178 (meters)     1129.19  (feet) ADJUSTED
 EL0509  ______________________________________________________________________
 EL0509  GEOID HEIGHT    -        -25.805 (meters)                     GEOID18
 EL0509  DYNAMIC HEIGHT  -        343.823 (meters)     1128.03  (feet) COMP
 EL0509  MODELED GRAVITY -    979,593.7   (mgal)                       NAVD 88
 EL0509
 EL0509  VERT ORDER      -  SECOND    CLASS 0
 EL0509
 EL0509.The horizontal coordinates were scaled from a map and have
 EL0509.an estimated accuracy of +/- 6 seconds.
 EL0509
 EL0509.The orthometric height was determined by differential leveling and
 EL0509.adjusted by the NATIONAL GEODETIC SURVEY
 EL0509.in June 1991.
 EL0509
 EL0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0509.GEOID18 height accuracy estimate available here.
 EL0509
 EL0509.Click photographs - Photos may exist for this station.
 EL0509
 EL0509.The dynamic height is computed by dividing the NAVD 88
 EL0509.geopotential number by the normal gravity value computed on the
 EL0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0509.degrees latitude (g = 980.6199 gals.).
 EL0509
 EL0509.The modeled gravity was interpolated from observed gravity values.
 EL0509
 EL0509;                    North         East    Units  Estimated Accuracy
 EL0509;SPC OK S     -   128,610.      609,390.      MT  (+/- 180 meters Scaled)
 EL0509
 EL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD011173(NAD 83)
 EL0509
 EL0509                          SUPERSEDED SURVEY CONTROL
 EL0509
 EL0509  NGVD 29 (??/??/92)  344.088  (m)         1128.90   (f) ADJ UNCH    2 0
 EL0509
 EL0509.Superseded values are not recommended for survey control.
 EL0509
 EL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0509.See file dsdata.pdf to determine how the superseded data were derived.
 EL0509
 EL0509_MARKER: DB = BENCH MARK DISK
 EL0509_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0509_STAMPING: B 155 1934
 EL0509_MARK LOGO: CGS
 EL0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0509
 EL0509  HISTORY     - Date     Condition        Report By
 EL0509  HISTORY     - 1934     MONUMENTED       CGS
 EL0509
 EL0509                          STATION DESCRIPTION
 EL0509
 EL0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0509'3.7 MI E FROM DUNCAN.
 EL0509'3.7 MILES EAST OF, ALONG STATE HWY, 22 FROM POST OFFICE ABOUT
 EL0509'0.2 MILE WEST OF SUMMIT OF SMALL HILL, ABOUT 0.1 MILE WEST OF
 EL0509'DOUBLE CATTLE GUARDS FOR SIDE ROADS, 34.8 FEET NORTH OF CENTERLINE
 EL0509'OF STATE HWY. 22, 2.6 FEET EAST OF DIVISION FENCE, 1.3 FEET
 EL0509'SOUTH OF FENCE PARALLEL TO HIGHWAY.  TABLET SET IN PRECAST
 EL0509'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0299 ***********************************************************************
 EL0299  DESIGNATION -  B 156
 EL0299  PID         -  EL0299
 EL0299  STATE/COUNTY-  OK/GARVIN
 EL0299  COUNTRY     -  US
 EL0299  USGS QUAD   -  JOY (2018)
 EL0299
 EL0299                         *CURRENT SURVEY CONTROL
 EL0299  ______________________________________________________________________
 EL0299* NAD 83(1986) POSITION- 34 31 17.24   (N) 097 14 49.87   (W)   HD_HELD1
 EL0299* NAVD 88 ORTHO HEIGHT -   277.761 (meters)      911.29  (feet) ADJUSTED
 EL0299  ______________________________________________________________________
 EL0299  GEOID HEIGHT    -        -25.193 (meters)                     GEOID18
 EL0299  DYNAMIC HEIGHT  -        277.491 (meters)      910.40  (feet) COMP
 EL0299  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 EL0299
 EL0299  VERT ORDER      -  SECOND    CLASS 0
 EL0299
 EL0299.The horizontal coordinates were determined by differentially corrected
 EL0299.hand held GPS observations or other comparable positioning techniques
 EL0299.and have an estimated accuracy of +/- 3 meters.
 EL0299
 EL0299.The orthometric height was determined by differential leveling and
 EL0299.adjusted by the NATIONAL GEODETIC SURVEY
 EL0299.in June 1991.
 EL0299
 EL0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0299.GEOID18 height accuracy estimate available here.
 EL0299
 EL0299.Click photographs - Photos may exist for this station.
 EL0299
 EL0299.The dynamic height is computed by dividing the NAVD 88
 EL0299.geopotential number by the normal gravity value computed on the
 EL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0299.degrees latitude (g = 980.6199 gals.).
 EL0299
 EL0299.The modeled gravity was interpolated from observed gravity values.
 EL0299
 EL0299;                    North         East    Units  Estimated Accuracy
 EL0299;SPC OK S     -   132,048.0     669,115.7     MT  (+/- 3 meters HH1 GPS) 
 EL0299
 EL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6088121371(NAD 83)
 EL0299
 EL0299                          SUPERSEDED SURVEY CONTROL
 EL0299
 EL0299  NGVD 29 (??/??/92)  277.685  (m)          911.04   (f) ADJ UNCH    2 0
 EL0299
 EL0299.Superseded values are not recommended for survey control.
 EL0299
 EL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0299.See file dsdata.pdf to determine how the superseded data were derived.
 EL0299
 EL0299_MARKER: DB = BENCH MARK DISK
 EL0299_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0299_STAMPING: B 156 1934
 EL0299_MARK LOGO: CGS
 EL0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0299+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0299
 EL0299  HISTORY     - Date     Condition        Report By
 EL0299  HISTORY     - 1934     MONUMENTED       CGS
 EL0299  HISTORY     - 20180711 GOOD             OKDOT
 EL0299
 EL0299                          STATION DESCRIPTION
 EL0299
 EL0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0299'7.7 MI W FROM DAVIS.
 EL0299'7.7 MILES WEST OF, ALONG STATE HWY. 22, IN VICINITY OF OLD FORT
 EL0299'ARBUCKLE, 73.6 FEET EAST OF EAST WALL OF TWO STORY, WHITE STORE
 EL0299'BUILDING, 58 FEET NORTH OF CENTERLINE OF STATE HWY. 22, 56 FEET
 EL0299'EAST OF WELL AT CORNER OF STORE, 33 FEET EAST OF CENTERLINE OF
 EL0299'CROSS SECTION ROAD, 7 FEET EAST OF OAK TREE 1.2 FT. IN DIAMETER
 EL0299'AT BASE FORMING SOUTHWEST FENCE CORNER, 2 FEET ABOVE LEVEL OF
 EL0299'HIGHWAY, 1.8 FEET SOUTH OF FENCE.  TABLET SET IN PRECAST CONCRETE
 EL0299'POST
 EL0299
 EL0299                          STATION RECOVERY (2018)
 EL0299
 EL0299'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0181 ***********************************************************************
 EL0181  DESIGNATION -  B 157
 EL0181  PID         -  EL0181
 EL0181  STATE/COUNTY-  OK/JOHNSTON
 EL0181  COUNTRY     -  US
 EL0181  USGS QUAD   -  MILBURN (2018)
 EL0181
 EL0181                         *CURRENT SURVEY CONTROL
 EL0181  ______________________________________________________________________
 EL0181* NAD 83(1986) POSITION- 34 13 57.49   (N) 096 35 18.19   (W)   HD_HELD1
 EL0181* NAVD 88 ORTHO HEIGHT -   226.877 (meters)      744.35  (feet) ADJUSTED
 EL0181  ______________________________________________________________________
 EL0181  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 EL0181  DYNAMIC HEIGHT  -        226.655 (meters)      743.62  (feet) COMP
 EL0181  MODELED GRAVITY -    979,651.6   (mgal)                       NAVD 88
 EL0181
 EL0181  VERT ORDER      -  SECOND    CLASS 0
 EL0181
 EL0181.The horizontal coordinates were determined by differentially corrected
 EL0181.hand held GPS observations or other comparable positioning techniques
 EL0181.and have an estimated accuracy of +/- 3 meters.
 EL0181
 EL0181.The orthometric height was determined by differential leveling and
 EL0181.adjusted by the NATIONAL GEODETIC SURVEY
 EL0181.in June 1991.
 EL0181
 EL0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0181.GEOID18 height accuracy estimate available here.
 EL0181
 EL0181.Click photographs - Photos may exist for this station.
 EL0181
 EL0181.The dynamic height is computed by dividing the NAVD 88
 EL0181.geopotential number by the normal gravity value computed on the
 EL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0181.degrees latitude (g = 980.6199 gals.).
 EL0181
 EL0181.The modeled gravity was interpolated from observed gravity values.
 EL0181
 EL0181;                    North         East    Units  Estimated Accuracy
 EL0181;SPC OK S     -   100,662.9     730,044.9     MT  (+/- 3 meters HH1 GPS) 
 EL0181
 EL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2212290581(NAD 83)
 EL0181
 EL0181                          SUPERSEDED SURVEY CONTROL
 EL0181
 EL0181  NGVD 29 (??/??/92)  226.830  (m)          744.19   (f) ADJ UNCH    2 0
 EL0181
 EL0181.Superseded values are not recommended for survey control.
 EL0181
 EL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0181.See file dsdata.pdf to determine how the superseded data were derived.
 EL0181
 EL0181_MARKER: DB = BENCH MARK DISK
 EL0181_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0181_STAMPING: B 157 1934
 EL0181_MARK LOGO: CGS
 EL0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0181+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2008
 EL0181
 EL0181  HISTORY     - Date     Condition        Report By
 EL0181  HISTORY     - 1934     MONUMENTED       CGS
 EL0181  HISTORY     - 20081105 GOOD             INDIV
 EL0181
 EL0181                          STATION DESCRIPTION
 EL0181
 EL0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0181'2.9 MI SW FROM MILBURN.
 EL0181'2.9 MILES SOUTHWEST OF, ALONG C.R.I. AND P.RY. FROM STATION, 120
 EL0181'FEET NORTHEAST OF TELEPHONE POLE E-18, 53 FEET NORTH OF CENTERLINE
 EL0181'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, 21.6 FEET NORTH OF
 EL0181'M.P. 77-15, 20.5 FEET EAST OF CENTERLINE OF CROSS ROAD AND GATEWAY
 EL0181'IN R/W FENCE, 2.4 FEE NORTH OF R/W FENCE.  TABLET SET IN PRECAST
 EL0181'CONCRETE POST
 EL0181
 EL0181                          STATION RECOVERY (2008)
 EL0181
 EL0181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MTR)
 EL0181'RECOVERED AS DESCRIBED UNDERSTANDING THAT RAILROAD IS NOW ABANDONED.
 EL0181'
 EL0181'DIRECTIONS TO B 157 IS AS FOLLOWS, FROM THE INTERSECTION OF S.H. 78
 EL0181'AND CONDON GROVE ROAD (ROAD JUST WEST OF CONDON GROVE CEMETERY)GO
 EL0181'APPROXIMATELY 1600 FEET WEST ALONG S.H. 78 TO A GRAVEL DRIVEWAY ON THE
 EL0181'SOUTH SIDE.  DRIVEWAY HAS A LARGE BRICK MAILBOX.  PROPERTY OWNER IS
 EL0181'CHARLES HOUSER.  MR. HOUSER LIVES IN THE HOME APPROXIMATELY 900 FEET
 EL0181'SOUTH.  MONUMENT CAN BE REACHED THROUGH SAID PROPERTY.
 EL0181'MONUMENT IS 0.8' ABOVE NATURAL GROUND. MONUMENT IS NOT NEAR ANY TREES
 EL0181'OF SIGNIFICANT SIZE.  AN ORANGE FIBERGLASS POST WAS PLACED SOUTH OF
 EL0181'MONUMENT.
 EL0181'TO LOCATE MONUMENT BY SURVEY BEARINGS AND DISTANCES FROM B 157 TO
 EL0181'KNOWN CORNERS ARE AS FOLLOWS,  E/4 COR. OF SEC. 5 (ODOT MON NO.
 EL0181'J-35-204) N 37*09'54 E, 2336.64', SE COR. OF SEC. 5 (ODOT MON NO.
 EL0181'J-35-203) S 61*23'45 E, 1629.75', S/4 COR. OF SEC. 5 (ODOT MON NO.
 EL0181'J-35-202) S 57*15'11 W, 1444.96', C/4 COR OF SEC. 5 (ODOT MON NO.
 EL0181'J-35-201) N 33*32'17 W, 2229.03'.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0535 ***********************************************************************
 EK0535  DESIGNATION -  B 158
 EK0535  PID         -  EK0535
 EK0535  STATE/COUNTY-  OK/PUSHMATAHA
 EK0535  COUNTRY     -  US
 EK0535  USGS QUAD   -  ANTLERS WEST (2019)
 EK0535
 EK0535                         *CURRENT SURVEY CONTROL
 EK0535  ______________________________________________________________________
 EK0535* NAD 83(1986) POSITION- 34 14 11.59   (N) 095 41 15.89   (W)   HD_HELD1
 EK0535* NAVD 88 ORTHO HEIGHT -   167.743 (meters)      550.34  (feet) ADJUSTED
 EK0535  ______________________________________________________________________
 EK0535  GEOID HEIGHT    -        -29.915 (meters)                     GEOID18
 EK0535  DYNAMIC HEIGHT  -        167.561 (meters)      549.74  (feet) COMP
 EK0535  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 EK0535
 EK0535  VERT ORDER      -  SECOND    CLASS 0
 EK0535
 EK0535.The horizontal coordinates were determined by differentially corrected
 EK0535.hand held GPS observations or other comparable positioning techniques
 EK0535.and have an estimated accuracy of +/- 3 meters.
 EK0535
 EK0535.The orthometric height was determined by differential leveling and
 EK0535.adjusted by the NATIONAL GEODETIC SURVEY
 EK0535.in June 1991.
 EK0535
 EK0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0535.GEOID18 height accuracy estimate available here.
 EK0535
 EK0535.Click photographs - Photos may exist for this station.
 EK0535
 EK0535.The dynamic height is computed by dividing the NAVD 88
 EK0535.geopotential number by the normal gravity value computed on the
 EK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0535.degrees latitude (g = 980.6199 gals.).
 EK0535
 EK0535.The modeled gravity was interpolated from observed gravity values.
 EK0535
 EK0535;                    North         East    Units  Estimated Accuracy
 EK0535;SPC OK S     -   102,627.7     812,994.6     MT  (+/- 3 meters HH1 GPS) 
 EK0535
 EK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5244891653(NAD 83)
 EK0535
 EK0535                          SUPERSEDED SURVEY CONTROL
 EK0535
 EK0535  NGVD 29 (??/??/92)  167.658  (m)          550.06   (f) ADJ UNCH    2 0
 EK0535
 EK0535.Superseded values are not recommended for survey control.
 EK0535
 EK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0535.See file dsdata.pdf to determine how the superseded data were derived.
 EK0535
 EK0535_MARKER: DB = BENCH MARK DISK
 EK0535_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0535_STAMPING: B 158 1934
 EK0535_MARK LOGO: CGS
 EK0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0535
 EK0535  HISTORY     - Date     Condition        Report By
 EK0535  HISTORY     - 1934     MONUMENTED       CGS
 EK0535
 EK0535                          STATION DESCRIPTION
 EK0535
 EK0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0535'4 MI W FROM ANTLERS.
 EK0535'4.0 MILES WEST OF ANTLERS RY. STATION, ALONG ST. HWY. 19 AT
 EK0535'WEST END OF SMALL HIGHWAY FILL, ABOUT 0.3 MILE EAST OF CONCRETE
 EK0535'HIGHWAY BRIDGE OVER COFFEE CREEK, 210 FEET NORTHEAST OF NORTHEAST
 EK0535'CORNER OF JOE DILES FARM HOUSE, 41 FEET NORTH OF CENTERLINE
 EK0535'OF STATE HWY. 19, 10.6 FEET EAST OF CENTERLINE OF GATEWAY AND
 EK0535'ROAD LEADING NORTH, 1.3 FEET SOUTH OF FENCE.  TABLET SET IN
 EK0535'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0026 ***********************************************************************
 EL0026  DESIGNATION -  B 159
 EL0026  PID         -  EL0026
 EL0026  STATE/COUNTY-  OK/ATOKA
 EL0026  COUNTRY     -  US
 EL0026  USGS QUAD   -  WARDVILLE (2019)
 EL0026
 EL0026                         *CURRENT SURVEY CONTROL
 EL0026  ______________________________________________________________________
 EL0026* NAD 83(1986) POSITION- 34 39 15.23   (N) 096 01 51.06   (W)   HD_HELD1
 EL0026* NAVD 88 ORTHO HEIGHT -   207.979 (meters)      682.34  (feet) ADJUSTED
 EL0026  ______________________________________________________________________
 EL0026  GEOID HEIGHT    -        -28.909 (meters)                     GEOID18
 EL0026  DYNAMIC HEIGHT  -        207.768 (meters)      681.65  (feet) COMP
 EL0026  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 EL0026
 EL0026  VERT ORDER      -  SECOND    CLASS 0
 EL0026
 EL0026.The horizontal coordinates were determined by differentially corrected
 EL0026.hand held GPS observations or other comparable positioning techniques
 EL0026.and have an estimated accuracy of +/- 3 meters.
 EL0026
 EL0026.The orthometric height was determined by differential leveling and
 EL0026.adjusted by the NATIONAL GEODETIC SURVEY
 EL0026.in June 1991.
 EL0026
 EL0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0026.GEOID18 height accuracy estimate available here.
 EL0026
 EL0026.Click photographs - Photos may exist for this station.
 EL0026
 EL0026.The dynamic height is computed by dividing the NAVD 88
 EL0026.geopotential number by the normal gravity value computed on the
 EL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0026.degrees latitude (g = 980.6199 gals.).
 EL0026
 EL0026.The modeled gravity was interpolated from observed gravity values.
 EL0026
 EL0026;                    North         East    Units  Estimated Accuracy
 EL0026;SPC OK S     -   148,279.0     780,490.1     MT  (+/- 3 meters HH1 GPS) 
 EL0026
 EL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7211838711(NAD 83)
 EL0026
 EL0026                          SUPERSEDED SURVEY CONTROL
 EL0026
 EL0026  NGVD 29 (??/??/92)  207.885  (m)          682.04   (f) ADJ UNCH    2 0
 EL0026
 EL0026.Superseded values are not recommended for survey control.
 EL0026
 EL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0026.See file dsdata.pdf to determine how the superseded data were derived.
 EL0026
 EL0026_MARKER: DB = BENCH MARK DISK
 EL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0026_STAMPING: B 159 1934
 EL0026_MARK LOGO: CGS
 EL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0026+STABILITY: SURFACE MOTION
 EL0026
 EL0026  HISTORY     - Date     Condition        Report By
 EL0026  HISTORY     - 1934     MONUMENTED       CGS
 EL0026  HISTORY     - 1956     GOOD             CGS
 EL0026
 EL0026                          STATION DESCRIPTION
 EL0026
 EL0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EL0026'AT WARDVILLE.
 EL0026'AT WARDVILLE ATOKA COUNTY, 0.25 MILE NORTH 1/4 CORNER BETWEEN
 EL0026'SECTIONS 10 AND 15, T. 2 N., R. 12 E., 100 FEET NORTH AND 171
 EL0026'FEET WEST OF CROSSROADS, 37 FEET NORTH OF STREET WEST, IN A
 EL0026'CONCRETE POST.  A STANDARD USC AND GS TABLET STAMPED B 159 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0447 ***********************************************************************
 EK0447  FBN         -  This is a Federal Base Network Control Station.
 EK0447  DESIGNATION -  B 160
 EK0447  PID         -  EK0447
 EK0447  STATE/COUNTY-  OK/LATIMER
 EK0447  COUNTRY     -  US
 EK0447  USGS QUAD   -  WILBURTON (2018)
 EK0447
 EK0447                         *CURRENT SURVEY CONTROL
 EK0447  ______________________________________________________________________
 EK0447* NAD 83(2011) POSITION- 34 55 05.67476(N) 095 18 25.71811(W)   ADJUSTED
 EK0447* NAD 83(2011) ELLIP HT-   169.329 (meters)        (06/27/12)   ADJUSTED
 EK0447* NAD 83(2011) EPOCH   -  2010.00
 EK0447* NAVD 88 ORTHO HEIGHT -   200.501 (meters)      657.81  (feet) ADJUSTED
 EK0447  ______________________________________________________________________
 EK0447  GEOID HEIGHT    -        -31.187 (meters)                     GEOID18
 EK0447  NAD 83(2011) X  -   -484,280.510 (meters)                     COMP
 EK0447  NAD 83(2011) Y  - -5,213,317.975 (meters)                     COMP
 EK0447  NAD 83(2011) Z  -  3,630,530.327 (meters)                     COMP
 EK0447  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 EK0447  DYNAMIC HEIGHT  -        200.295 (meters)      657.13  (feet) COMP
 EK0447  MODELED GRAVITY -    979,602.9   (mgal)                       NAVD 88
 EK0447
 EK0447  VERT ORDER      -  SECOND    CLASS 0
 EK0447
 EK0447  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0447  Standards:
 EK0447         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0447            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0447  -------------------------------------------------------------------
 EK0447  NETWORK    0.45   0.90           0.19   0.18   0.46      0.08944754
 EK0447  -------------------------------------------------------------------
 EK0447  Click here for local accuracies and other accuracy information.
 EK0447
 EK0447.The horizontal coordinates were established by GPS observations
 EK0447.and adjusted by the National Geodetic Survey in June 2012.
 EK0447
 EK0447.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0447.been affixed to the stable North American tectonic plate. See 
 EK0447.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0447
 EK0447.The horizontal coordinates are valid at the epoch date displayed above
 EK0447.which is a decimal equivalence of Year/Month/Day.
 EK0447
 EK0447.The orthometric height was determined by differential leveling and
 EK0447.adjusted by the NATIONAL GEODETIC SURVEY
 EK0447.in June 1991.
 EK0447
 EK0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0447.GEOID18 height accuracy estimate available here.
 EK0447
 EK0447.Click photographs - Photos may exist for this station.
 EK0447
 EK0447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0447
 EK0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0447
 EK0447.The ellipsoidal height was determined by GPS observations
 EK0447.and is referenced to NAD 83.
 EK0447
 EK0447.The dynamic height is computed by dividing the NAVD 88
 EK0447.geopotential number by the normal gravity value computed on the
 EK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0447.degrees latitude (g = 980.6199 gals.).
 EK0447
 EK0447.The modeled gravity was interpolated from observed gravity values.
 EK0447
 EK0447. The following values were computed from the NAD 83(2011) position.
 EK0447
 EK0447;                    North         East     Units Scale Factor Converg.
 EK0447;SPC OK S     -   179,087.408   846,029.383   MT  0.99995288   +1 31 42.6
 EK0447;SPC OK S     -   587,555.94  2,775,681.40   sFT  0.99995288   +1 31 42.6
 EK0447;UTM  15      - 3,866,406.288   289,240.314   MT  1.00014749   -1 19 16.0
 EK0447
 EK0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0447!SPC OK S     -   0.99997342  x   0.99995288  =   0.99992630
 EK0447!UTM  15      -   0.99997342  x   1.00014749  =   1.00012091
 EK0447
 EK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8924066406(NAD 83)
 EK0447
 EK0447                          SUPERSEDED SURVEY CONTROL
 EK0447
 EK0447  NAD 83(2007)-  34 55 05.67465(N)    095 18 25.71874(W) AD(2002.00) 0
 EK0447  ELLIP H (02/10/07)  169.350  (m)                       GP(2002.00)    
 EK0447  ELLIP H (06/09/00)  169.328  (m)                       GP(       ) 2 2
 EK0447  NAD 83(1993)-  34 55 05.67481(N)    095 18 25.71833(W) AD(       ) B
 EK0447  ELLIP H (05/09/94)  169.459  (m)                       GP(       ) 4 2
 EK0447  NAVD 88             200.50   (m)          657.8    (f) LEVELING    3  
 EK0447  NAVD 88 (07/24/98)  200.6    (m)  GEOID96  model used  GPS OBS        
 EK0447  NAVD 88             200.50   (m)          657.8    (f) LEVELING    3  
 EK0447  NGVD 29 (??/??/92)  200.385  (m)          657.43   (f) ADJ UNCH    2 0
 EK0447
 EK0447.Superseded values are not recommended for survey control.
 EK0447
 EK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0447.See file dsdata.pdf to determine how the superseded data were derived.
 EK0447
 EK0447_MARKER: DB = BENCH MARK DISK
 EK0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0447_SP_SET: CONCRETE SLAB
 EK0447_STAMPING: B 160 1934
 EK0447_MARK LOGO: CGS
 EK0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0447+STABILITY: SURFACE MOTION
 EK0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0447+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0447
 EK0447  HISTORY     - Date     Condition        Report By
 EK0447  HISTORY     - 1934     MONUMENTED       CGS
 EK0447  HISTORY     - 19930504 GOOD             NGS
 EK0447  HISTORY     - 19990825 GOOD             NGS
 EK0447  HISTORY     - 20101107 GOOD             GEOCAC
 EK0447
 EK0447                          STATION DESCRIPTION
 EK0447
 EK0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0447'AT WILBURTON.
 EK0447'AT WILBURTON, LATIMER COUNTY, 60.7 FEET NORTHEAST OF THE NORTHEAST
 EK0447'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY FREIGHT
 EK0447'STATION, 56.3 FEET NORTHEAST OF MILEPOST 335+20, ABOUT 75 FEET
 EK0447'NORTH OF THE CENTER LINE OF THE MAIN TRACK, IN THE CONCRETE
 EK0447'FOUNDATION OF THE WATER TANK, 5 FEET NORTHEAST OF THE SOUTHWEST
 EK0447'PEDESTAL, AND 3.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 EK0447'CENTER PIPE.  A STANDARD DISK, STAMPED B 160 1934.
 EK0447
 EK0447                          STATION RECOVERY (1993)
 EK0447
 EK0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EK0447'THE STATION IS LOCATED ON THE EAST SIDE OF THE TOWN OF WILBERTON IN A
 EK0447'STRIP OF LAND BETWEEN A PAVED ALLEYWAY AND A SMALL GRAVEL PARKING
 EK0447'AREA JUST NORTH OF A RAILROAD BEHIND A SMALL BUSINESS AREA.
 EK0447'OWNERSHIP--STATE OF OKLAHOMA.
 EK0447'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 (EAST MAIN) AND STATE
 EK0447'HIGHWAY 2 IN THE TOWN OF WILBERTON, GO NORTHEAST AND EAST ON HIGHWAY
 EK0447'270 FOR 0.87 KM (0.55 MI) TO THE INTERSECTION OF NORTHEAST FIRST
 EK0447'STREET.  TURN RIGHT, SOUTH, ON NORTHEAST FIRST STREET FOR 40 M
 EK0447'(131.2 FT) TO THE T-JUNCTION OF A PAVED ALLEYWAY AT THE END OF
 EK0447'NORTHEAST FIRST STREET.  TURN LEFT, EAST, ON THE PAVED ALLEYWAY FOR
 EK0447'0.05 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 EK0447'THE STATION IS SET IN THE TOP OF A 5.0 M (16.4 FT) X 2.5 M (8.2 FT)
 EK0447'CONCRETE FOUNDATION SET FLUSH WITH THE GROUND.  IT IS 55.3 M
 EK0447'(181.4 FT) EAST FROM THE EXTENDED CENTER OF NORTHEAST FIRST STREET,
 EK0447'25.6 M (84.0 FT) NORTH FROM THE NORTH RAIL OF THE RAILROAD, 13.5 M
 EK0447'(44.3 FT) SOUTH FROM THE CENTER OF THE ALLEYWAY, 10.9 M (35.8 FT)
 EK0447'SOUTHWEST FROM THE CENTER OF A SMALL BRIDGE OVER A 1 M (3.3 FT) DEEP X
 EK0447'1 M (3.3 FT) WIDE CONCRETE DRAINAGE CANAL, 1.5 M (4.9 FT)
 EK0447'NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST, 0.7 M (2.3 FT) EAST
 EK0447'FROM A METAL WITNESS POST, 1.0 M (3.3 FT) NORTHEAST OF A 15 X 20 CM
 EK0447'WOOD POST PROJECTING 1.2 M,AND 0.8 M (2.6 FT) SOUTHEAST OF A 15 X 20
 EK0447'CM WOOD POST PROJECTING 1.1 M.
 EK0447'DESCRIBED BY D.G. AUG
 EK0447
 EK0447                          STATION RECOVERY (1999)
 EK0447
 EK0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EK0447'THE STATION IS LOCATED IN WILBURTON, ABOUT 60.96 M (200.00 FT)
 EK0447'SOUTHEAST OF THE SOUTH END OF NORTHEAST FIRST STREET AND ON THE NORTH
 EK0447'SIDE OF THE CHICAGO-ROCK ISLAND-PACIFIC RAILROAD.
 EK0447'OWNERSHIP--CHICAGO-ROCK ISLAND-PACIFIC RAILROAD.  TO REACH THE STATION
 EK0447'FROM THE JUNCTION OF US HIGHWAY 270 (EAST MAIN STREET) AND STATE
 EK0447'HIGHWAY 2 NORTH ON THE WEST SIDE OF WILBURTON, GO EAST ON EAST MAIN
 EK0447'STREET FOR 0.88 KM (0.55 MI) TO THE INTERSECTION OF NORTHEAST FIRST
 EK0447'STREET (ON THE WEST SIDE OF THE THE POST OFFICE-FEDERAL BUILDING).
 EK0447'TURN RIGHT, SOUTH ON FIRST STREET FOR ABOUT 0.08 KM (0.05 MI) TO THE
 EK0447'T-JUNCTION OF A NARROW PAVED ROAD AND A GRAVEL ROAD STRAIGHT AHEAD.
 EK0447'CROSS THE ROAD AND TURN LEFT, SOUTH ON THE GRAVEL ROAD FOR 0.08 KM
 EK0447'(0.05 MI) TO THE STATION ON THE LEFT, SOUTH AND ACROSS THE PAVED ROAD
 EK0447'FROM THE REAR ENTRANCE SIGN FOR HARBER AIR CONDITIONING AND
 EK0447'REFRIGERATOR SERVICE.  THE STATION IS A SET IN A DRILL HOLE IN A 12 FT
 EK0447'(3.7 M) BY 8 FT (2.4 M) CONCRETE SLAB (OLD RAILROAD WATER TANK
 EK0447'FOUNDATION) FLUSH WITH THE GROUND.  LOCATED 25.6 M (84.0 FT) NORTH OF
 EK0447'THE NORTH RAIL OF THE TRACKS, 22.56 M (74.02 FT) SOUTHEAST OF A POWER
 EK0447'POLE WITH 3 TRANSFORMERS AND A SECURITY LIGHT, 13.57 M (44.52 FT)
 EK0447'SOUTH OF THE CENTER OF PAVED ROAD, 6.7 M (22.0 FT) NORTH OF THE CENTER
 EK0447'OF THE GRAVEL ROAD AND 0.67 M (2.20 FT) EAST OF A OKDOT METAL WITNESS
 EK0447'POST CENTERED BETWEEN THE 2 WHITE WOOD POSTS (RAILROAD TIES).
 EK0447
 EK0447                          STATION RECOVERY (2010)
 EK0447
 EK0447'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0628 ***********************************************************************
 FH0628  DESIGNATION -  B 161
 FH0628  PID         -  FH0628
 FH0628  STATE/COUNTY-  OK/MUSKOGEE
 FH0628  COUNTRY     -  US
 FH0628  USGS QUAD   -  WARNER (2018)
 FH0628
 FH0628                         *CURRENT SURVEY CONTROL
 FH0628  ______________________________________________________________________
 FH0628* NAD 83(1986) POSITION- 35 26 06.     (N) 095 16 19.     (W)   SCALED
 FH0628* NAVD 88 ORTHO HEIGHT -   168.784 (meters)      553.75  (feet) ADJUSTED
 FH0628  ______________________________________________________________________
 FH0628  GEOID HEIGHT    -        -30.016 (meters)                     GEOID18
 FH0628  DYNAMIC HEIGHT  -        168.625 (meters)      553.23  (feet) COMP
 FH0628  MODELED GRAVITY -    979,691.6   (mgal)                       NAVD 88
 FH0628
 FH0628  VERT ORDER      -  SECOND    CLASS 0
 FH0628
 FH0628.The horizontal coordinates were scaled from a map and have
 FH0628.an estimated accuracy of +/- 6 seconds.
 FH0628
 FH0628.The orthometric height was determined by differential leveling and
 FH0628.adjusted by the NATIONAL GEODETIC SURVEY
 FH0628.in June 1991.
 FH0628
 FH0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0628.GEOID18 height accuracy estimate available here.
 FH0628
 FH0628.Click photographs - Photos may exist for this station.
 FH0628
 FH0628.The dynamic height is computed by dividing the NAVD 88
 FH0628.geopotential number by the normal gravity value computed on the
 FH0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0628.degrees latitude (g = 980.6199 gals.).
 FH0628
 FH0628.The modeled gravity was interpolated from observed gravity values.
 FH0628
 FH0628;                    North         East    Units  Estimated Accuracy
 FH0628;SPC OK N     -    51,750.      847,690.      MT  (+/- 180 meters Scaled)
 FH0628
 FH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV937236(NAD 83)
 FH0628
 FH0628                          SUPERSEDED SURVEY CONTROL
 FH0628
 FH0628  NGVD 29 (??/??/92)  168.676  (m)          553.40   (f) ADJ UNCH    2 0
 FH0628
 FH0628.Superseded values are not recommended for survey control.
 FH0628
 FH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0628.See file dsdata.pdf to determine how the superseded data were derived.
 FH0628
 FH0628_MARKER: DB = BENCH MARK DISK
 FH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0628_STAMPING: B 161 1934
 FH0628_MARK LOGO: CGS
 FH0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0628+STABILITY: SURFACE MOTION
 FH0628
 FH0628  HISTORY     - Date     Condition        Report By
 FH0628  HISTORY     - 1934     MONUMENTED       CGS
 FH0628  HISTORY     - 1960     GOOD             CGS
 FH0628  HISTORY     - 1984     GOOD             NGS
 FH0628
 FH0628                          STATION DESCRIPTION
 FH0628
 FH0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0628'4 MI SE FROM WARNER.
 FH0628'4.0 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0628'STATION AT WARNER, MUSKOGEE CONTY, ABOUT 700 FEET NORTHWEST OF
 FH0628'MILEPOST 73, ABOUT 1100 FEET SOUTHEAST OF A CONCRETE CULVERT,
 FH0628'36 FEET NORTHWEST OF THE CENTER OF AN EAST-AND-WEST DIRT-ROAD
 FH0628'CROSSING, 47.8 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 FH0628'AND 12.7 FEET NORTHESAT OF A TELEPHONE POLE.
 FH0628
 FH0628                          STATION RECOVERY (1984)
 FH0628
 FH0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0628'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FH0628'NOTE, BENCH MARK IS NOW 0.61 METERS (2.0 FT) SOUTHWEST OF A FENCE LINE
 FH0628'AND 7.0 METERS (22.8 FT) NORTHWEST OF A CORNER FENCE POST.  OFF MAIN
 FH0628'LEVEL LINE.
 FH0628'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0515 ***********************************************************************
 FH0515  DESIGNATION -  B 162
 FH0515  PID         -  FH0515
 FH0515  STATE/COUNTY-  OK/CHEROKEE
 FH0515  COUNTRY     -  US
 FH0515  USGS QUAD   -  FORT GIBSON DAM (2019)
 FH0515
 FH0515                         *CURRENT SURVEY CONTROL
 FH0515  ______________________________________________________________________
 FH0515* NAD 83(1986) POSITION- 35 49 56.     (N) 095 14 41.     (W)   SCALED
 FH0515* NAVD 88 ORTHO HEIGHT -   158.621 (meters)      520.41  (feet) ADJUSTED
 FH0515  ______________________________________________________________________
 FH0515  GEOID HEIGHT    -        -29.335 (meters)                     GEOID18
 FH0515  DYNAMIC HEIGHT  -        158.479 (meters)      519.94  (feet) COMP
 FH0515  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 FH0515
 FH0515  VERT ORDER      -  SECOND    CLASS 0
 FH0515
 FH0515.The horizontal coordinates were scaled from a map and have
 FH0515.an estimated accuracy of +/- 6 seconds.
 FH0515
 FH0515.The orthometric height was determined by differential leveling and
 FH0515.adjusted by the NATIONAL GEODETIC SURVEY
 FH0515.in June 1991.
 FH0515
 FH0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0515.GEOID18 height accuracy estimate available here.
 FH0515
 FH0515.Click photographs - Photos may exist for this station.
 FH0515
 FH0515.The dynamic height is computed by dividing the NAVD 88
 FH0515.geopotential number by the normal gravity value computed on the
 FH0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0515.degrees latitude (g = 980.6199 gals.).
 FH0515
 FH0515.The modeled gravity was interpolated from observed gravity values.
 FH0515
 FH0515;                    North         East    Units  Estimated Accuracy
 FH0515;SPC OK N     -    95,870.      848,910.      MT  (+/- 180 meters Scaled)
 FH0515
 FH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV972676(NAD 83)
 FH0515
 FH0515                          SUPERSEDED SURVEY CONTROL
 FH0515
 FH0515  NGVD 29 (??/??/92)  158.508  (m)          520.04   (f) ADJ UNCH    2 0
 FH0515
 FH0515.Superseded values are not recommended for survey control.
 FH0515
 FH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0515.See file dsdata.pdf to determine how the superseded data were derived.
 FH0515
 FH0515_MARKER: DB = BENCH MARK DISK
 FH0515_SETTING: 66 = SET IN ROCK OUTCROP
 FH0515_STAMPING: B 162 1934
 FH0515_MARK LOGO: CGS
 FH0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0515+STABILITY: POSITION/ELEVATION WELL
 FH0515
 FH0515  HISTORY     - Date     Condition        Report By
 FH0515  HISTORY     - 1934     MONUMENTED       CGS
 FH0515  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0515
 FH0515                          STATION DESCRIPTION
 FH0515
 FH0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0515'2.3 MI N FROM FORT GIBSON.
 FH0515'2.3 MILES NORTH OF, ALONG S.L. AND S.F.RY. FROM RY. JCT.  ABOUT
 FH0515'.3 MILE NORTHEAST OF KOUGH FLAG STOP, 230 FEET EAST OF M.P.
 FH0515'445, 120 FEET EAST OF CENTER OF CULVERT UNDER RY., 41 FEET EAST
 FH0515'OF CENTERLINE OF ROAD CROSSING LEADING UPHILL TO TIGUES FARM
 FH0515'HOUSE, 36 FEET SOUTHEAST OF CENTERLINE OF ST. LOUIS AND SAN
 FH0515'FRANCISCO RY., 2 FEET ABOVE LEVEL OF RY. TRACK.  BRONZE TABLET
 FH0515'SET HORIZONTALLY IN TOP OF SANDSTONE LEDGE, 12 FT. LONG, 3 FT.
 FH0515'WIDE AND 3 FT. HIGH.
 FH0515
 FH0515                          STATION RECOVERY (1974)
 FH0515
 FH0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0428 ***********************************************************************
 FH0428  DESIGNATION -  B 165
 FH0428  PID         -  FH0428
 FH0428  STATE/COUNTY-  OK/ADAIR
 FH0428  COUNTRY     -  US
 FH0428  USGS QUAD   -  PROCTOR (2019)
 FH0428
 FH0428                         *CURRENT SURVEY CONTROL
 FH0428  ______________________________________________________________________
 FH0428* NAD 83(1986) POSITION- 35 57 55.     (N) 094 45 13.     (W)   SCALED
 FH0428* NAVD 88 ORTHO HEIGHT -   238.066 (meters)      781.05  (feet) ADJUSTED
 FH0428  ______________________________________________________________________
 FH0428  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 FH0428  DYNAMIC HEIGHT  -        237.853 (meters)      780.36  (feet) COMP
 FH0428  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 FH0428
 FH0428  VERT ORDER      -  SECOND    CLASS 0
 FH0428
 FH0428.The horizontal coordinates were scaled from a map and have
 FH0428.an estimated accuracy of +/- 6 seconds.
 FH0428
 FH0428.The orthometric height was determined by differential leveling and
 FH0428.adjusted by the NATIONAL GEODETIC SURVEY
 FH0428.in June 1991.
 FH0428
 FH0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0428.GEOID18 height accuracy estimate available here.
 FH0428
 FH0428.Click photographs - Photos may exist for this station.
 FH0428
 FH0428.The dynamic height is computed by dividing the NAVD 88
 FH0428.geopotential number by the normal gravity value computed on the
 FH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0428.degrees latitude (g = 980.6199 gals.).
 FH0428
 FH0428.The modeled gravity was interpolated from observed gravity values.
 FH0428
 FH0428;                    North         East    Units  Estimated Accuracy
 FH0428;SPC OK N     -   112,000.      892,770.      MT  (+/- 180 meters Scaled)
 FH0428
 FH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV418815(NAD 83)
 FH0428
 FH0428                          SUPERSEDED SURVEY CONTROL
 FH0428
 FH0428  NGVD 29 (??/??/92)  237.921  (m)          780.58   (f) ADJ UNCH    2 0
 FH0428
 FH0428.Superseded values are not recommended for survey control.
 FH0428
 FH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0428.See file dsdata.pdf to determine how the superseded data were derived.
 FH0428
 FH0428_MARKER: DB = BENCH MARK DISK
 FH0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0428_SP_SET: CULVERT HEADWALL
 FH0428_STAMPING: B 165 1934
 FH0428_MARK LOGO: CGS
 FH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0428+STABILITY: SURFACE MOTION
 FH0428
 FH0428  HISTORY     - Date     Condition        Report By
 FH0428  HISTORY     - 1934     MONUMENTED       CGS
 FH0428  HISTORY     - 1972     GOOD             USGS
 FH0428
 FH0428                          STATION DESCRIPTION
 FH0428
 FH0428'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0428'1.6 MI E FROM PROCTOR.
 FH0428'1.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0428'THE STATION AT PROCTOR, CHRISTIE, 0.5 MI N. AND 3.5 MI W. OF,
 FH0428'NEAR THE CENTER OF SEC. 9, T. 17 N., R. 24 E., 235 FT S. AND 45
 FH0428'FT LOWER THAN U.S. HWY 62, 27 FT S. AND 9.7 FT LOWER THAN OLD
 FH0428'RAILROAD GRADE, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL
 FH0428'OF A CONCRETE CULVERT BUILT IN 1911, STANDARD USC AND GS TABLET
 FH0428'STAMPED B 165 1934
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0639 ***********************************************************************
 EK0639  DESIGNATION -  B 166
 EK0639  PID         -  EK0639
 EK0639  STATE/COUNTY-  OK/PITTSBURG
 EK0639  COUNTRY     -  US
 EK0639  USGS QUAD   -  HAYWOOD (2018)
 EK0639
 EK0639                         *CURRENT SURVEY CONTROL
 EK0639  ______________________________________________________________________
 EK0639* NAD 83(1986) POSITION- 34 53 14.     (N) 095 56 55.     (W)   SCALED
 EK0639* NAVD 88 ORTHO HEIGHT -   216.905 (meters)      711.63  (feet) ADJUSTED
 EK0639  ______________________________________________________________________
 EK0639  GEOID HEIGHT    -        -29.395 (meters)                     GEOID18
 EK0639  DYNAMIC HEIGHT  -        216.688 (meters)      710.92  (feet) COMP
 EK0639  MODELED GRAVITY -    979,627.2   (mgal)                       NAVD 88
 EK0639
 EK0639  VERT ORDER      -  SECOND    CLASS 0
 EK0639
 EK0639.The horizontal coordinates were scaled from a map and have
 EK0639.an estimated accuracy of +/- 6 seconds.
 EK0639
 EK0639.The orthometric height was determined by differential leveling and
 EK0639.adjusted by the NATIONAL GEODETIC SURVEY
 EK0639.in June 1991.
 EK0639
 EK0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0639.GEOID18 height accuracy estimate available here.
 EK0639
 EK0639.Click photographs - Photos may exist for this station.
 EK0639
 EK0639.The dynamic height is computed by dividing the NAVD 88
 EK0639.geopotential number by the normal gravity value computed on the
 EK0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0639.degrees latitude (g = 980.6199 gals.).
 EK0639
 EK0639.The modeled gravity was interpolated from observed gravity values.
 EK0639
 EK0639;                    North         East    Units  Estimated Accuracy
 EK0639;SPC OK S     -   174,270.      787,500.      MT  (+/- 180 meters Scaled)
 EK0639
 EK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU305645(NAD 83)
 EK0639
 EK0639                          SUPERSEDED SURVEY CONTROL
 EK0639
 EK0639  NGVD 29 (??/??/92)  216.790  (m)          711.25   (f) ADJ UNCH    2 0
 EK0639
 EK0639.Superseded values are not recommended for survey control.
 EK0639
 EK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0639.See file dsdata.pdf to determine how the superseded data were derived.
 EK0639
 EK0639_MARKER: DB = BENCH MARK DISK
 EK0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0639_STAMPING: B 166 1934
 EK0639_MARK LOGO: CGS
 EK0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0639+STABILITY: SURFACE MOTION
 EK0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0639+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 EK0639
 EK0639  HISTORY     - Date     Condition        Report By
 EK0639  HISTORY     - 1934     MONUMENTED       CGS
 EK0639  HISTORY     - 20070104 GOOD             INDIV
 EK0639
 EK0639                          STATION DESCRIPTION
 EK0639
 EK0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0639'AT HAYWOOD.
 EK0639'AT HAYWOOD, PITTSBURG COUNTY, 65.7 FEET WEST OF THE NORTHWEST
 EK0639'CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 EK0639'48.3 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 13.3 FEET
 EK0639'SOUTH OF A FENCE PARALLELING THE TRACK, AND 5.3 FEET SOUTH OF A
 EK0639'POLE.  A STANDARD DISK, STAMPED B 166 1934 AND SET IN THE TOP
 EK0639'OF A CONCRETE POST.
 EK0639
 EK0639                          STATION RECOVERY (2007)
 EK0639
 EK0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TLB)
 EK0639'P166 AT HAYWOOD,OKLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0395 ***********************************************************************
 EK0395  DESIGNATION -  B 167
 EK0395  PID         -  EK0395
 EK0395  STATE/COUNTY-  OK/LE FLORE
 EK0395  COUNTRY     -  US
 EK0395  USGS QUAD   -  WISTER (2018)
 EK0395
 EK0395                         *CURRENT SURVEY CONTROL
 EK0395  ______________________________________________________________________
 EK0395* NAD 83(1986) POSITION- 34 57 33.     (N) 094 37 41.     (W)   SCALED
 EK0395* NAVD 88 ORTHO HEIGHT -   146.504 (meters)      480.66  (feet) ADJUSTED
 EK0395  ______________________________________________________________________
 EK0395  GEOID HEIGHT    -        -31.553 (meters)                     GEOID18
 EK0395  DYNAMIC HEIGHT  -        146.354 (meters)      480.16  (feet) COMP
 EK0395  MODELED GRAVITY -    979,609.7   (mgal)                       NAVD 88
 EK0395
 EK0395  VERT ORDER      -  SECOND    CLASS 0
 EK0395
 EK0395.The horizontal coordinates were scaled from a map and have
 EK0395.an estimated accuracy of +/- 6 seconds.
 EK0395
 EK0395.The orthometric height was determined by differential leveling and
 EK0395.adjusted by the NATIONAL GEODETIC SURVEY
 EK0395.in June 1991.
 EK0395
 EK0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0395.GEOID18 height accuracy estimate available here.
 EK0395
 EK0395.Click photographs - Photos may exist for this station.
 EK0395
 EK0395.The dynamic height is computed by dividing the NAVD 88
 EK0395.geopotential number by the normal gravity value computed on the
 EK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0395.degrees latitude (g = 980.6199 gals.).
 EK0395
 EK0395.The modeled gravity was interpolated from observed gravity values.
 EK0395
 EK0395;                    North         East    Units  Estimated Accuracy
 EK0395;SPC OK S     -   185,490.      907,900.      MT  (+/- 180 meters Scaled)
 EK0395
 EK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU513697(NAD 83)
 EK0395
 EK0395                          SUPERSEDED SURVEY CONTROL
 EK0395
 EK0395  NGVD 29 (??/??/92)  146.404  (m)          480.33   (f) ADJ UNCH    2 0
 EK0395
 EK0395.Superseded values are not recommended for survey control.
 EK0395
 EK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0395.See file dsdata.pdf to determine how the superseded data were derived.
 EK0395
 EK0395_MARKER: DB = BENCH MARK DISK
 EK0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0395_SP_SET: ABUTMENT
 EK0395_STAMPING: B 167 1934
 EK0395_MARK LOGO: CGS
 EK0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0395
 EK0395  HISTORY     - Date     Condition        Report By
 EK0395  HISTORY     - 1934     MONUMENTED       CGS
 EK0395  HISTORY     - 1959     GOOD             CGS
 EK0395
 EK0395                          STATION DESCRIPTION
 EK0395
 EK0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0395'AT HOWE.
 EK0395'AT HOWE, LE FLORE COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY,
 EK0395'ABOUT 1,000 FEET NORTHWEST OF THE STATION AND THE CROSSING
 EK0395'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AT BRIDGE
 EK0395'A 333 OVER MORRIS CREEK, IN THE SOUTHEAST ABUTMENT, 6.5 FEET
 EK0395'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.2 FEET
 EK0395'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B
 EK0395'167 1934.
 EK0395
 EK0395                          STATION RECOVERY (1959)
 EK0395
 EK0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0376 ***********************************************************************
 EK0376  DESIGNATION -  B 168
 EK0376  PID         -  EK0376
 EK0376  STATE/COUNTY-  OK/LE FLORE
 EK0376  COUNTRY     -  US
 EK0376  USGS QUAD   -  HEAVENER (2018)
 EK0376
 EK0376                         *CURRENT SURVEY CONTROL
 EK0376  ______________________________________________________________________
 EK0376* NAD 83(1986) POSITION- 34 55 05.     (N) 094 36 35.     (W)   SCALED
 EK0376* NAVD 88 ORTHO HEIGHT -   170.470 (meters)      559.28  (feet) ADJUSTED
 EK0376  ______________________________________________________________________
 EK0376  GEOID HEIGHT    -        -31.563 (meters)                     GEOID18
 EK0376  DYNAMIC HEIGHT  -        170.294 (meters)      558.71  (feet) COMP
 EK0376  MODELED GRAVITY -    979,599.4   (mgal)                       NAVD 88
 EK0376
 EK0376  VERT ORDER      -  SECOND    CLASS 0
 EK0376
 EK0376.The horizontal coordinates were scaled from a map and have
 EK0376.an estimated accuracy of +/- 6 seconds.
 EK0376
 EK0376.The orthometric height was determined by differential leveling and
 EK0376.adjusted by the NATIONAL GEODETIC SURVEY
 EK0376.in June 1991.
 EK0376
 EK0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0376.GEOID18 height accuracy estimate available here.
 EK0376
 EK0376.Click photographs - Photos may exist for this station.
 EK0376
 EK0376.The dynamic height is computed by dividing the NAVD 88
 EK0376.geopotential number by the normal gravity value computed on the
 EK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0376.degrees latitude (g = 980.6199 gals.).
 EK0376
 EK0376.The modeled gravity was interpolated from observed gravity values.
 EK0376
 EK0376;                    North         East    Units  Estimated Accuracy
 EK0376;SPC OK S     -   180,990.      909,730.      MT  (+/- 180 meters Scaled)
 EK0376
 EK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU529651(NAD 83)
 EK0376
 EK0376                          SUPERSEDED SURVEY CONTROL
 EK0376
 EK0376  NGVD 29 (??/??/92)  170.364  (m)          558.94   (f) ADJ UNCH    2 0
 EK0376
 EK0376.Superseded values are not recommended for survey control.
 EK0376
 EK0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0376.See file dsdata.pdf to determine how the superseded data were derived.
 EK0376
 EK0376_MARKER: DB = BENCH MARK DISK
 EK0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0376_STAMPING: B 168 1934
 EK0376_MARK LOGO: CGS
 EK0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0376+STABILITY: SURFACE MOTION
 EK0376
 EK0376  HISTORY     - Date     Condition        Report By
 EK0376  HISTORY     - 1934     MONUMENTED       CGS
 EK0376  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0376  HISTORY     - 1977     MARK NOT FOUND   USGS
 EK0376
 EK0376                          STATION DESCRIPTION
 EK0376
 EK0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0376'2.3 MI N FROM HEAVENER.
 EK0376'2.3 MILES NORTH OF, ALONG K.C.S.RY. FROM STATION.  ABOUT 0.2
 EK0376'MILE SOUTHEAST OF NORTH RAILROAD YARD LIMIT SIGN, ABOUT 0.1
 EK0376'MILE EAST OF SMALL SQUARE GREY FARM HOUSE ON SOUTHWEST SIDE
 EK0376'OF HIGHWAY, 52.3 FEET SOUTHWEST OF CENTERLINE OF KANSAS CITY
 EK0376'SOUTHERN R.R. TRACK, 42 FEET NORTHEAST OF CENTERLINE OF U.S.
 EK0376'HWY. 270, 39.6 FEET SOUTH OF M.P. 336, 1.7 FEET SOUTHWEST OF
 EK0376'R/W FENCE.
 EK0376
 EK0376                          STATION RECOVERY (1959)
 EK0376
 EK0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0376'MARK NOT FOUND.
 EK0376
 EK0376                          STATION RECOVERY (1977)
 EK0376
 EK0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0323 ***********************************************************************
 EK0323  DESIGNATION -  B 169
 EK0323  PID         -  EK0323
 EK0323  STATE/COUNTY-  OK/MCCURTAIN
 EK0323  COUNTRY     -  US
 EK0323  USGS QUAD   -  WATSON (2018)
 EK0323
 EK0323                         *CURRENT SURVEY CONTROL
 EK0323  ______________________________________________________________________
 EK0323* NAD 83(1986) POSITION- 34 26 12.     (N) 094 34 09.     (W)   SCALED
 EK0323* NAVD 88 ORTHO HEIGHT -   256.943 (meters)      842.99  (feet) ADJUSTED
 EK0323  ______________________________________________________________________
 EK0323  GEOID HEIGHT    -        -30.397 (meters)                     GEOID18
 EK0323  DYNAMIC HEIGHT  -        256.666 (meters)      842.08  (feet) COMP
 EK0323  MODELED GRAVITY -    979,552.0   (mgal)                       NAVD 88
 EK0323
 EK0323  VERT ORDER      -  SECOND    CLASS 0
 EK0323
 EK0323.The horizontal coordinates were scaled from a map and have
 EK0323.an estimated accuracy of +/- 6 seconds.
 EK0323
 EK0323.The orthometric height was determined by differential leveling and
 EK0323.adjusted by the NATIONAL GEODETIC SURVEY
 EK0323.in June 1991.
 EK0323
 EK0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0323.GEOID18 height accuracy estimate available here.
 EK0323
 EK0323.Click photographs - Photos may exist for this station.
 EK0323
 EK0323.The dynamic height is computed by dividing the NAVD 88
 EK0323.geopotential number by the normal gravity value computed on the
 EK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0323.degrees latitude (g = 980.6199 gals.).
 EK0323
 EK0323.The modeled gravity was interpolated from observed gravity values.
 EK0323
 EK0323;                    North         East    Units  Estimated Accuracy
 EK0323;SPC OK S     -   127,740.      915,250.      MT  (+/- 180 meters Scaled)
 EK0323
 EK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU558116(NAD 83)
 EK0323
 EK0323                          SUPERSEDED SURVEY CONTROL
 EK0323
 EK0323  NGVD 29 (??/??/92)  256.871  (m)          842.75   (f) ADJ UNCH    2 0
 EK0323
 EK0323.Superseded values are not recommended for survey control.
 EK0323
 EK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0323.See file dsdata.pdf to determine how the superseded data were derived.
 EK0323
 EK0323_MARKER: DB = BENCH MARK DISK
 EK0323_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0323_STAMPING: B 169 1934
 EK0323_MARK LOGO: CGS
 EK0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0323
 EK0323  HISTORY     - Date     Condition        Report By
 EK0323  HISTORY     - 1934     MONUMENTED       CGS
 EK0323  HISTORY     - 1957     MARK NOT FOUND   USGS
 EK0323
 EK0323                          STATION DESCRIPTION
 EK0323
 EK0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0323'5.7 MI E FROM SMITHVILLE.
 EK0323'5.7 MILES EAST OF, ALONG STATE HWY 21 NORTHEAST SLOPE OF HILL,
 EK0323'ABOUT 200 FEET SOUTHWEST OF WOODEN HIGHWAY BRIDGE AT FOOT OF
 EK0323'SHORT STEEPHILL, 120 FEET SOUTHEAST OF FRONT OF SMALL FRAME
 EK0323'FARM HOUSE, 81 FEET SOUTHEAST OF SLAT FENCE IN FRONT OF HOUSE,
 EK0323'35 FEET NORTHWEST OF CENTERLINE OF ST. HWY. 21, 27 FEET NORTHEAST OF
 EK0323'CENTERLINE OF DRIVEWAY TO FARM, 4 FEET ABOVE LEVEL OF HIGHWAY.  TABLET
 EK0323'SET IN PRECAST CONCRETE POST.
 EK0323
 EK0323                          STATION RECOVERY (1957)
 EK0323
 EK0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EK0323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0456 ***********************************************************************
 GG0456  DESIGNATION -  B 17
 GG0456  PID         -  GG0456
 GG0456  STATE/COUNTY-  OK/NOWATA
 GG0456  COUNTRY     -  US
 GG0456  USGS QUAD   -  ELLIOTT (2018)
 GG0456
 GG0456                         *CURRENT SURVEY CONTROL
 GG0456  ______________________________________________________________________
 GG0456* NAD 83(1986) POSITION- 36 55 00.     (N) 095 38 05.     (W)   SCALED
 GG0456* NAVD 88 ORTHO HEIGHT -   222.058 (meters)      728.54  (feet) ADJUSTED
 GG0456  ______________________________________________________________________
 GG0456  GEOID HEIGHT    -        -29.600 (meters)                     GEOID18
 GG0456  DYNAMIC HEIGHT  -        221.878 (meters)      727.94  (feet) COMP
 GG0456  MODELED GRAVITY -    979,815.6   (mgal)                       NAVD 88
 GG0456
 GG0456  VERT ORDER      -  FIRST     CLASS II
 GG0456
 GG0456.The horizontal coordinates were scaled from a map and have
 GG0456.an estimated accuracy of +/- 6 seconds.
 GG0456
 GG0456.The orthometric height was determined by differential leveling and
 GG0456.adjusted by the NATIONAL GEODETIC SURVEY
 GG0456.in June 1991.
 GG0456
 GG0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0456.GEOID18 height accuracy estimate available here.
 GG0456
 GG0456.Click photographs - Photos may exist for this station.
 GG0456
 GG0456.The dynamic height is computed by dividing the NAVD 88
 GG0456.geopotential number by the normal gravity value computed on the
 GG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0456.degrees latitude (g = 980.6199 gals.).
 GG0456
 GG0456.The modeled gravity was interpolated from observed gravity values.
 GG0456
 GG0456;                    North         East    Units  Estimated Accuracy
 GG0456;SPC OK N     -   215,240.      810,750.      MT  (+/- 180 meters Scaled)
 GG0456
 GG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA652888(NAD 83)
 GG0456
 GG0456                          SUPERSEDED SURVEY CONTROL
 GG0456
 GG0456  NGVD 29 (??/??/92)  221.921  (m)          728.09   (f) ADJ UNCH    1 2
 GG0456
 GG0456.Superseded values are not recommended for survey control.
 GG0456
 GG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0456.See file dsdata.pdf to determine how the superseded data were derived.
 GG0456
 GG0456_MARKER: DB = BENCH MARK DISK
 GG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0456_STAMPING: B 17 1933
 GG0456_MARK LOGO: CGS
 GG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0456+STABILITY: SURFACE MOTION
 GG0456
 GG0456  HISTORY     - Date     Condition        Report By
 GG0456  HISTORY     - 1933     MONUMENTED       CGS
 GG0456  HISTORY     - 1972     POOR             USGS
 GG0456
 GG0456                          STATION DESCRIPTION
 GG0456
 GG0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0456'4.7 MI S FROM SOUTH COFFEYVILLE.
 GG0456'ABOUT 4.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 GG0456'FROM THE STATION AT SOUTH COFFEYVILLE, NOWATA COUNTY,
 GG0456'ABOUT 10 POLES NORTH OF MILEPOST 655, AT A ROAD CROSSING, ABOUT
 GG0456'42 YARDS NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 45 FEET
 GG0456'EAST OF THE EAST RAIL OF THE MAIN TRACK, 37 FEET WEST OF THE
 GG0456'WEST RAIL OF THE UNION TRACTION CO. TRACK, AND 22 FEET SOUTHEAST
 GG0456'OF A POLE.  A STANDARD DISK, STAMPED B 17 1933 AND SET IN
 GG0456'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 GG0456'GROUND.
 GG0456
 GG0456                          STATION RECOVERY (1972)
 GG0456
 GG0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GG0456'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0202 ***********************************************************************
 FK0202  DESIGNATION -  B 170
 FK0202  PID         -  FK0202
 FK0202  STATE/COUNTY-  OK/CUSTER
 FK0202  COUNTRY     -  US
 FK0202  USGS QUAD   -  CLINTON (2018)
 FK0202
 FK0202                         *CURRENT SURVEY CONTROL
 FK0202  ______________________________________________________________________
 FK0202* NAD 83(1986) POSITION- 35 32 15.     (N) 098 55 08.     (W)   SCALED
 FK0202* NAVD 88 ORTHO HEIGHT -   465.701 (meters)     1527.89  (feet) ADJUSTED
 FK0202  ______________________________________________________________________
 FK0202  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 FK0202  DYNAMIC HEIGHT  -        465.235 (meters)     1526.36  (feet) COMP
 FK0202  MODELED GRAVITY -    979,620.0   (mgal)                       NAVD 88
 FK0202
 FK0202  VERT ORDER      -  FIRST     CLASS II
 FK0202
 FK0202.The horizontal coordinates were scaled from a map and have
 FK0202.an estimated accuracy of +/- 6 seconds.
 FK0202
 FK0202.The orthometric height was determined by differential leveling and
 FK0202.adjusted by the NATIONAL GEODETIC SURVEY
 FK0202.in June 1991.
 FK0202
 FK0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0202.GEOID18 height accuracy estimate available here.
 FK0202
 FK0202.Click photographs - Photos may exist for this station.
 FK0202
 FK0202.The dynamic height is computed by dividing the NAVD 88
 FK0202.geopotential number by the normal gravity value computed on the
 FK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0202.degrees latitude (g = 980.6199 gals.).
 FK0202
 FK0202.The modeled gravity was interpolated from observed gravity values.
 FK0202
 FK0202;                    North         East    Units  Estimated Accuracy
 FK0202;SPC OK N     -    60,030.      516,670.      MT  (+/- 180 meters Scaled)
 FK0202
 FK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE073326(NAD 83)
 FK0202
 FK0202                          SUPERSEDED SURVEY CONTROL
 FK0202
 FK0202  NGVD 29 (??/??/92)  465.496  (m)         1527.21   (f) ADJ UNCH    1 2
 FK0202
 FK0202.Superseded values are not recommended for survey control.
 FK0202
 FK0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0202.See file dsdata.pdf to determine how the superseded data were derived.
 FK0202
 FK0202_MARKER: DB = BENCH MARK DISK
 FK0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0202_STAMPING: B 170 1953
 FK0202_MARK LOGO: CGS
 FK0202_PROJECTION: RECESSED 18 CENTIMETERS
 FK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0202+STABILITY: SURFACE MOTION
 FK0202
 FK0202  HISTORY     - Date     Condition        Report By
 FK0202  HISTORY     - 1953     MONUMENTED       CGS
 FK0202  HISTORY     - 1955     GOOD             CGS
 FK0202
 FK0202                          STATION DESCRIPTION
 FK0202
 FK0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0202'3.9 MI NE FROM CLINTON.
 FK0202'3.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0202'RAILROAD FROM THE STATION AT CLINTON, 3 1/2 POLES NORTHEAST
 FK0202'OF MILEPOST 577, 91 FEET NORTH OF THE CENTER OF A ROAD
 FK0202'CROSSING, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF TRESTLE
 FK0202'5769, 43.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.7 FEET
 FK0202'SOUTHEAST OF A FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST,
 FK0202'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.6 FOOT BELOW
 FK0202'THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0007 ***********************************************************************
 FK0007  DESIGNATION -  B 171
 FK0007  PID         -  FK0007
 FK0007  STATE/COUNTY-  OK/CANADIAN
 FK0007  COUNTRY     -  US
 FK0007  USGS QUAD   -  FORT RENO (2018)
 FK0007
 FK0007                         *CURRENT SURVEY CONTROL
 FK0007  ______________________________________________________________________
 FK0007* NAD 83(1986) POSITION- 35 35 56.     (N) 098 05 55.     (W)   SCALED
 FK0007* NAVD 88 ORTHO HEIGHT -   416.043 (meters)     1364.97  (feet) ADJUSTED
 FK0007  ______________________________________________________________________
 FK0007  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 FK0007  DYNAMIC HEIGHT  -        415.642 (meters)     1363.65  (feet) COMP
 FK0007  MODELED GRAVITY -    979,657.8   (mgal)                       NAVD 88
 FK0007
 FK0007  VERT ORDER      -  FIRST     CLASS II
 FK0007
 FK0007.The horizontal coordinates were scaled from a map and have
 FK0007.an estimated accuracy of +/- 6 seconds.
 FK0007
 FK0007.The orthometric height was determined by differential leveling and
 FK0007.adjusted by the NATIONAL GEODETIC SURVEY
 FK0007.in June 1991.
 FK0007
 FK0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0007.GEOID18 height accuracy estimate available here.
 FK0007
 FK0007.Click photographs - Photos may exist for this station.
 FK0007
 FK0007.The dynamic height is computed by dividing the NAVD 88
 FK0007.geopotential number by the normal gravity value computed on the
 FK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0007.degrees latitude (g = 980.6199 gals.).
 FK0007
 FK0007.The modeled gravity was interpolated from observed gravity values.
 FK0007
 FK0007;                    North         East    Units  Estimated Accuracy
 FK0007;SPC OK N     -    66,450.      591,060.      MT  (+/- 180 meters Scaled)
 FK0007
 FK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE816398(NAD 83)
 FK0007
 FK0007                          SUPERSEDED SURVEY CONTROL
 FK0007
 FK0007  NGVD 29 (??/??/92)  415.866  (m)         1364.39   (f) ADJ UNCH    1 2
 FK0007
 FK0007.Superseded values are not recommended for survey control.
 FK0007
 FK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0007.See file dsdata.pdf to determine how the superseded data were derived.
 FK0007
 FK0007_MARKER: DB = BENCH MARK DISK
 FK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0007_STAMPING: B 171 1953
 FK0007_MARK LOGO: CGS
 FK0007_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0007+STABILITY: SURFACE MOTION
 FK0007
 FK0007  HISTORY     - Date     Condition        Report By
 FK0007  HISTORY     - 1953     MONUMENTED       CGS
 FK0007  HISTORY     - 1975     POOR             USGS
 FK0007
 FK0007                          STATION DESCRIPTION
 FK0007
 FK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0007'9.5 MI W FROM EL RENO.
 FK0007'9.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0007'RAILROAD FROM THE STATION AT EL RENO, 3 1/2 POLES WEST OF MILEPOST
 FK0007'522, 45.3 FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF A
 FK0007'FENCE, 2.7 FEET WEST OF A WITNESS POST, 0.15 MILE EAST OF A
 FK0007'GRAVELED ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0007'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0007
 FK0007                          STATION RECOVERY (1975)
 FK0007
 FK0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FK0007'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0030 ***********************************************************************
 FK0030  DESIGNATION -  B 172
 FK0030  PID         -  FK0030
 FK0030  STATE/COUNTY-  OK/BLAINE
 FK0030  COUNTRY     -  US
 FK0030  USGS QUAD   -  BRIDGEPORT (2018)
 FK0030
 FK0030                         *CURRENT SURVEY CONTROL
 FK0030  ______________________________________________________________________
 FK0030* NAD 83(1986) POSITION- 35 33 36.     (N) 098 22 50.     (W)   SCALED
 FK0030* NAVD 88 ORTHO HEIGHT -   426.412 (meters)     1398.99  (feet) ADJUSTED
 FK0030  ______________________________________________________________________
 FK0030  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 FK0030  DYNAMIC HEIGHT  -        425.991 (meters)     1397.61  (feet) COMP
 FK0030  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 FK0030
 FK0030  VERT ORDER      -  FIRST     CLASS II
 FK0030
 FK0030.The horizontal coordinates were scaled from a map and have
 FK0030.an estimated accuracy of +/- 6 seconds.
 FK0030
 FK0030.The orthometric height was determined by differential leveling and
 FK0030.adjusted by the NATIONAL GEODETIC SURVEY
 FK0030.in June 1991.
 FK0030
 FK0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0030.GEOID18 height accuracy estimate available here.
 FK0030
 FK0030.Click photographs - Photos may exist for this station.
 FK0030
 FK0030.The dynamic height is computed by dividing the NAVD 88
 FK0030.geopotential number by the normal gravity value computed on the
 FK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0030.degrees latitude (g = 980.6199 gals.).
 FK0030
 FK0030.The modeled gravity was interpolated from observed gravity values.
 FK0030
 FK0030;                    North         East    Units  Estimated Accuracy
 FK0030;SPC OK N     -    62,200.      565,500.      MT  (+/- 180 meters Scaled)
 FK0030
 FK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE561353(NAD 83)
 FK0030
 FK0030                          SUPERSEDED SURVEY CONTROL
 FK0030
 FK0030  NGVD 29 (??/??/92)  426.222  (m)         1398.36   (f) ADJ UNCH    1 2
 FK0030
 FK0030.Superseded values are not recommended for survey control.
 FK0030
 FK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0030.See file dsdata.pdf to determine how the superseded data were derived.
 FK0030
 FK0030_MARKER: DB = BENCH MARK DISK
 FK0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0030_STAMPING: B 172 1953
 FK0030_MARK LOGO: CGS
 FK0030_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0030+STABILITY: SURFACE MOTION
 FK0030
 FK0030  HISTORY     - Date     Condition        Report By
 FK0030  HISTORY     - 1953     MONUMENTED       CGS
 FK0030
 FK0030                          STATION DESCRIPTION
 FK0030
 FK0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0030'0.8 MI NE FROM BRIDGEPORT.
 FK0030'0.75 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0030'RAILROAD FROM THE STATION AT BRIDGEPORT, 45 FEET WEST OF THE WEST
 FK0030'RAIL, 18 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE,
 FK0030'2.7 FEET SOUTH OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE
 FK0030'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 FK0030'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0181 ***********************************************************************
 FK0181  DESIGNATION -  B 173
 FK0181  PID         -  FK0181
 FK0181  STATE/COUNTY-  OK/CUSTER
 FK0181  COUNTRY     -  US
 FK0181  USGS QUAD   -  WEATHERFORD (2018)
 FK0181
 FK0181                         *CURRENT SURVEY CONTROL
 FK0181  ______________________________________________________________________
 FK0181* NAD 83(1986) POSITION- 35 31 45.     (N) 098 40 34.     (W)   SCALED
 FK0181* NAVD 88 ORTHO HEIGHT -   484.575 (meters)     1589.81  (feet) ADJUSTED
 FK0181  ______________________________________________________________________
 FK0181  GEOID HEIGHT    -        -27.014 (meters)                     GEOID18
 FK0181  DYNAMIC HEIGHT  -        484.095 (meters)     1588.24  (feet) COMP
 FK0181  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 FK0181
 FK0181  VERT ORDER      -  FIRST     CLASS II
 FK0181
 FK0181.The horizontal coordinates were scaled from a map and have
 FK0181.an estimated accuracy of +/- 6 seconds.
 FK0181
 FK0181.The orthometric height was determined by differential leveling and
 FK0181.adjusted by the NATIONAL GEODETIC SURVEY
 FK0181.in June 1991.
 FK0181
 FK0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0181.GEOID18 height accuracy estimate available here.
 FK0181
 FK0181.Click photographs - Photos may exist for this station.
 FK0181
 FK0181.The dynamic height is computed by dividing the NAVD 88
 FK0181.geopotential number by the normal gravity value computed on the
 FK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0181.degrees latitude (g = 980.6199 gals.).
 FK0181
 FK0181.The modeled gravity was interpolated from observed gravity values.
 FK0181
 FK0181;                    North         East    Units  Estimated Accuracy
 FK0181;SPC OK N     -    58,930.      538,680.      MT  (+/- 180 meters Scaled)
 FK0181
 FK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE293317(NAD 83)
 FK0181
 FK0181                          SUPERSEDED SURVEY CONTROL
 FK0181
 FK0181  NGVD 29 (??/??/92)  484.370  (m)         1589.14   (f) ADJ UNCH    1 2
 FK0181
 FK0181.Superseded values are not recommended for survey control.
 FK0181
 FK0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0181.See file dsdata.pdf to determine how the superseded data were derived.
 FK0181
 FK0181_MARKER: DB = BENCH MARK DISK
 FK0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0181_STAMPING: B 173 1953
 FK0181_MARK LOGO: CGS
 FK0181_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0181+STABILITY: SURFACE MOTION
 FK0181
 FK0181  HISTORY     - Date     Condition        Report By
 FK0181  HISTORY     - 1953     MONUMENTED       CGS
 FK0181  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0181
 FK0181                          STATION DESCRIPTION
 FK0181
 FK0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0181'2 MI E FROM WEATHERFORD.
 FK0181'2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0181'RAILROAD FROM THE STATION AT WEATHERFORD, 6 1/2 POLES EAST
 FK0181'OF MILEPOST 561, 46 FEET NORTH OF THE NORTH RAIL, 19 FEET
 FK0181'SOUTH OF THE CENTER LINE OF A SANDY TRACK ROAD, 1.6 FEET SOUTH
 FK0181'OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 FK0181'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FK0181
 FK0181                          STATION RECOVERY (1984)
 FK0181
 FK0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0305 ***********************************************************************
 FK0305  DESIGNATION -  B 174
 FK0305  PID         -  FK0305
 FK0305  STATE/COUNTY-  OK/CUSTER
 FK0305  COUNTRY     -  US
 FK0305  USGS QUAD   -  DILL CITY NE (2018)
 FK0305
 FK0305                         *CURRENT SURVEY CONTROL
 FK0305  ______________________________________________________________________
 FK0305* NAD 83(1986) POSITION- 35 29 19.     (N) 099 06 03.     (W)   SCALED
 FK0305* NAVD 88 ORTHO HEIGHT -   476.206 (meters)     1562.35  (feet) ADJUSTED
 FK0305  ______________________________________________________________________
 FK0305  GEOID HEIGHT    -        -27.374 (meters)                     GEOID18
 FK0305  DYNAMIC HEIGHT  -        475.722 (meters)     1560.76  (feet) COMP
 FK0305  MODELED GRAVITY -    979,602.0   (mgal)                       NAVD 88
 FK0305
 FK0305  VERT ORDER      -  FIRST     CLASS II
 FK0305
 FK0305.The horizontal coordinates were scaled from a map and have
 FK0305.an estimated accuracy of +/- 6 seconds.
 FK0305
 FK0305.The orthometric height was determined by differential leveling and
 FK0305.adjusted by the NATIONAL GEODETIC SURVEY
 FK0305.in June 1991.
 FK0305
 FK0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0305.GEOID18 height accuracy estimate available here.
 FK0305
 FK0305.Click photographs - Photos may exist for this station.
 FK0305
 FK0305.The dynamic height is computed by dividing the NAVD 88
 FK0305.geopotential number by the normal gravity value computed on the
 FK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0305.degrees latitude (g = 980.6199 gals.).
 FK0305
 FK0305.The modeled gravity was interpolated from observed gravity values.
 FK0305
 FK0305;                    North         East    Units  Estimated Accuracy
 FK0305;SPC OK N     -    54,780.      500,110.      MT  (+/- 180 meters Scaled)
 FK0305
 FK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME908272(NAD 83)
 FK0305
 FK0305                          SUPERSEDED SURVEY CONTROL
 FK0305
 FK0305  NGVD 29 (??/??/92)  475.988  (m)         1561.64   (f) ADJ UNCH    1 2
 FK0305
 FK0305.Superseded values are not recommended for survey control.
 FK0305
 FK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0305.See file dsdata.pdf to determine how the superseded data were derived.
 FK0305
 FK0305_MARKER: DB = BENCH MARK DISK
 FK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0305_STAMPING: B 174 1953
 FK0305_MARK LOGO: CGS
 FK0305_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0305+STABILITY: SURFACE MOTION
 FK0305
 FK0305  HISTORY     - Date     Condition        Report By
 FK0305  HISTORY     - 1953     MONUMENTED       CGS
 FK0305  HISTORY     - 1963     GOOD             CGS
 FK0305
 FK0305                          STATION DESCRIPTION
 FK0305
 FK0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0305'4.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0305'RAILROAD FROM THE STATION AT FOSS, 6 POLES NORTHEAST OF MILEPOST
 FK0305'590, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHWEST
 FK0305'OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 FK0305'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0345 ***********************************************************************
 FK0345  DESIGNATION -  B 175
 FK0345  PID         -  FK0345
 FK0345  STATE/COUNTY-  OK/BECKHAM
 FK0345  COUNTRY     -  US
 FK0345  USGS QUAD   -  ELK CITY (2018)
 FK0345
 FK0345                         *CURRENT SURVEY CONTROL
 FK0345  ______________________________________________________________________
 FK0345* NAD 83(1986) POSITION- 35 23 55.     (N) 099 25 03.     (W)   SCALED
 FK0345* NAVD 88 ORTHO HEIGHT -   597.525 (meters)     1960.38  (feet) ADJUSTED
 FK0345  ______________________________________________________________________
 FK0345  GEOID HEIGHT    -        -27.206 (meters)                     GEOID18
 FK0345  DYNAMIC HEIGHT  -        596.900 (meters)     1958.33  (feet) COMP
 FK0345  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 FK0345
 FK0345  VERT ORDER      -  FIRST     CLASS II
 FK0345
 FK0345.The horizontal coordinates were scaled from a map and have
 FK0345.an estimated accuracy of +/- 6 seconds.
 FK0345
 FK0345.The orthometric height was determined by differential leveling and
 FK0345.adjusted by the NATIONAL GEODETIC SURVEY
 FK0345.in June 1991.
 FK0345
 FK0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0345.GEOID18 height accuracy estimate available here.
 FK0345
 FK0345.Click photographs - Photos may exist for this station.
 FK0345
 FK0345.The dynamic height is computed by dividing the NAVD 88
 FK0345.geopotential number by the normal gravity value computed on the
 FK0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0345.degrees latitude (g = 980.6199 gals.).
 FK0345
 FK0345.The modeled gravity was interpolated from observed gravity values.
 FK0345
 FK0345;                    North         East    Units  Estimated Accuracy
 FK0345;SPC OK S     -   230,000.      471,230.      MT  (+/- 180 meters Scaled)
 FK0345
 FK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME620173(NAD 83)
 FK0345
 FK0345                          SUPERSEDED SURVEY CONTROL
 FK0345
 FK0345  NGVD 29 (??/??/92)  597.263  (m)         1959.52   (f) ADJ UNCH    1 2
 FK0345
 FK0345.Superseded values are not recommended for survey control.
 FK0345
 FK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0345.See file dsdata.pdf to determine how the superseded data were derived.
 FK0345
 FK0345_MARKER: DB = BENCH MARK DISK
 FK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0345_STAMPING: B 175 1953
 FK0345_MARK LOGO: CGS
 FK0345_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0345+STABILITY: SURFACE MOTION
 FK0345
 FK0345  HISTORY     - Date     Condition        Report By
 FK0345  HISTORY     - 1953     MONUMENTED       CGS
 FK0345
 FK0345                          STATION DESCRIPTION
 FK0345
 FK0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0345'1 MI SW FROM ELK CITY.
 FK0345'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0345'RAILROAD FROM THE STATION AT ELK CITY, 99 FEET NORTHWEST OF THE
 FK0345'CENTER OF A GRAVELED ROAD CROSSING, ACROSS THE TRACK FROM A LARGE
 FK0345'COTTON WAREHOUSE, 39.8 FEET NORTH OF THE NORTH RAIL, 17.6 FEET
 FK0345'EAST OF THE 14TH POLE SOUTHWEST OF MILEPOST 610, 3 FEET EAST OF
 FK0345'A WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE
 FK0345'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0460 ***********************************************************************
 FK0460  DESIGNATION -  B 176
 FK0460  PID         -  FK0460
 FK0460  STATE/COUNTY-  OK/BECKHAM
 FK0460  COUNTRY     -  US
 FK0460  USGS QUAD   -  SAYRE (2018)
 FK0460
 FK0460                         *CURRENT SURVEY CONTROL
 FK0460  ______________________________________________________________________
 FK0460* NAD 83(1986) POSITION- 35 20 02.     (N) 099 38 12.     (W)   SCALED
 FK0460* NAVD 88 ORTHO HEIGHT -   598.541 (meters)     1963.71  (feet) ADJUSTED
 FK0460  ______________________________________________________________________
 FK0460  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 FK0460  DYNAMIC HEIGHT  -        597.918 (meters)     1961.67  (feet) COMP
 FK0460  MODELED GRAVITY -    979,574.2   (mgal)                       NAVD 88
 FK0460
 FK0460  VERT ORDER      -  FIRST     CLASS II
 FK0460
 FK0460.The horizontal coordinates were scaled from a map and have
 FK0460.an estimated accuracy of +/- 6 seconds.
 FK0460
 FK0460.The orthometric height was determined by differential leveling and
 FK0460.adjusted by the NATIONAL GEODETIC SURVEY
 FK0460.in June 1991.
 FK0460
 FK0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0460.GEOID18 height accuracy estimate available here.
 FK0460
 FK0460.Click photographs - Photos may exist for this station.
 FK0460
 FK0460.The dynamic height is computed by dividing the NAVD 88
 FK0460.geopotential number by the normal gravity value computed on the
 FK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0460.degrees latitude (g = 980.6199 gals.).
 FK0460
 FK0460.The modeled gravity was interpolated from observed gravity values.
 FK0460
 FK0460;                    North         East    Units  Estimated Accuracy
 FK0460;SPC OK S     -   223,120.      451,200.      MT  (+/- 180 meters Scaled)
 FK0460
 FK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME421102(NAD 83)
 FK0460
 FK0460                          SUPERSEDED SURVEY CONTROL
 FK0460
 FK0460  NGVD 29 (??/??/92)  598.289  (m)         1962.89   (f) ADJ UNCH    1 2
 FK0460
 FK0460.Superseded values are not recommended for survey control.
 FK0460
 FK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0460.See file dsdata.pdf to determine how the superseded data were derived.
 FK0460
 FK0460_MARKER: DB = BENCH MARK DISK
 FK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0460_STAMPING: B 176 1953
 FK0460_MARK LOGO: CGS
 FK0460_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0460+STABILITY: SURFACE MOTION
 FK0460
 FK0460  HISTORY     - Date     Condition        Report By
 FK0460  HISTORY     - 1953     MONUMENTED       CGS
 FK0460  HISTORY     - 19881107 MARK NOT FOUND   USPSQD
 FK0460
 FK0460                          STATION DESCRIPTION
 FK0460
 FK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0460'2.9 MI N FROM SAYRE.
 FK0460'1.0 MILE NORTH ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FK0460'ISLAND AND PACIFIC RAILROAD STATION AT SAYRE, THENCE 1.4 MILES
 FK0460'NORTH ALONG U.S. HIGHWAY 283, THENCE 0.5 MILE NORTH ALONG THE
 FK0460'NORTH AND SOUTH RUNWAY OF THE ARCHER AIRPORT, 54 FEET EAST OF
 FK0460'THE CENTER LINE OF THE HIGHWAY, AT THE NORTHWEST CORNER OF THE
 FK0460'AIRPORT, 154 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 FK0460'THE HIGHWAY AND A GRAVELED ROAD LEADING WEST, 2 FEET EAST OF A
 FK0460'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FK0460'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FK0460
 FK0460                          STATION RECOVERY (1988)
 FK0460
 FK0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0436 ***********************************************************************
 FK0436  DESIGNATION -  B 177
 FK0436  PID         -  FK0436
 FK0436  STATE/COUNTY-  OK/BECKHAM
 FK0436  COUNTRY     -  US
 FK0436  USGS QUAD   -  TEXOLA (2018)
 FK0436
 FK0436                         *CURRENT SURVEY CONTROL
 FK0436  ______________________________________________________________________
 FK0436* NAD 83(1986) POSITION- 35 13 44.     (N) 099 56 49.     (W)   SCALED
 FK0436* NAVD 88 ORTHO HEIGHT -   629.823 (meters)     2066.34  (feet) ADJUSTED
 FK0436  ______________________________________________________________________
 FK0436  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 FK0436  DYNAMIC HEIGHT  -        629.183 (meters)     2064.24  (feet) COMP
 FK0436  MODELED GRAVITY -    979,597.1   (mgal)                       NAVD 88
 FK0436
 FK0436  VERT ORDER      -  FIRST     CLASS II
 FK0436
 FK0436.The horizontal coordinates were scaled from a map and have
 FK0436.an estimated accuracy of +/- 6 seconds.
 FK0436
 FK0436.The orthometric height was determined by differential leveling and
 FK0436.adjusted by the NATIONAL GEODETIC SURVEY
 FK0436.in June 1991.
 FK0436
 FK0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0436.GEOID18 height accuracy estimate available here.
 FK0436
 FK0436.Click photographs - Photos may exist for this station.
 FK0436
 FK0436.The dynamic height is computed by dividing the NAVD 88
 FK0436.geopotential number by the normal gravity value computed on the
 FK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0436.degrees latitude (g = 980.6199 gals.).
 FK0436
 FK0436.The modeled gravity was interpolated from observed gravity values.
 FK0436
 FK0436;                    North         East    Units  Estimated Accuracy
 FK0436;SPC OK S     -   211,980.      422,770.      MT  (+/- 180 meters Scaled)
 FK0436
 FK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD138988(NAD 83)
 FK0436
 FK0436                          SUPERSEDED SURVEY CONTROL
 FK0436
 FK0436  NGVD 29 (??/??/92)  629.589  (m)         2065.58   (f) ADJ UNCH    1 2
 FK0436
 FK0436.Superseded values are not recommended for survey control.
 FK0436
 FK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0436.See file dsdata.pdf to determine how the superseded data were derived.
 FK0436
 FK0436_MARKER: DB = BENCH MARK DISK
 FK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0436_STAMPING: B 177 1953
 FK0436_MARK LOGO: CGS
 FK0436_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0436+STABILITY: SURFACE MOTION
 FK0436
 FK0436  HISTORY     - Date     Condition        Report By
 FK0436  HISTORY     - 1953     MONUMENTED       CGS
 FK0436  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0436
 FK0436                          STATION DESCRIPTION
 FK0436
 FK0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0436'2.8 MI E FROM TEXOLA.
 FK0436'2.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0436'RAILROAD FROM THE STATION AT TEXOLA, 55 FEET SOUTHWEST OF THE
 FK0436'CENTER OF A ROAD CROSSING, 44.8 FEET SOUTH OF THE SOUTH RAIL,
 FK0436'24 FEET NORTHWEST OF A 48 INCH COTTONWOOD TREE, 2.8 FEET NORTH
 FK0436'OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, 4 FEET BELOW
 FK0436'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0436'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0436
 FK0436                          STATION RECOVERY (1987)
 FK0436
 FK0436'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0410 ***********************************************************************
 GG0410  DESIGNATION -  B 18
 GG0410  PID         -  GG0410
 GG0410  STATE/COUNTY-  OK/ROGERS
 GG0410  COUNTRY     -  US
 GG0410  USGS QUAD   -  MINGO (2019)
 GG0410
 GG0410                         *CURRENT SURVEY CONTROL
 GG0410  ______________________________________________________________________
 GG0410* NAD 83(1986) POSITION- 36 11 20.     (N) 095 47 51.     (W)   SCALED
 GG0410* NAVD 88 ORTHO HEIGHT -   222.861 (meters)      731.17  (feet) ADJUSTED
 GG0410  ______________________________________________________________________
 GG0410  GEOID HEIGHT    -        -29.110 (meters)                     GEOID18
 GG0410  DYNAMIC HEIGHT  -        222.668 (meters)      730.54  (feet) COMP
 GG0410  MODELED GRAVITY -    979,757.8   (mgal)                       NAVD 88
 GG0410
 GG0410  VERT ORDER      -  FIRST     CLASS II
 GG0410
 GG0410.The horizontal coordinates were scaled from a map and have
 GG0410.an estimated accuracy of +/- 6 seconds.
 GG0410
 GG0410.The orthometric height was determined by differential leveling and
 GG0410.adjusted by the NATIONAL GEODETIC SURVEY
 GG0410.in June 1991.
 GG0410
 GG0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0410.GEOID18 height accuracy estimate available here.
 GG0410
 GG0410.Click photographs - Photos may exist for this station.
 GG0410
 GG0410.The dynamic height is computed by dividing the NAVD 88
 GG0410.geopotential number by the normal gravity value computed on the
 GG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0410.degrees latitude (g = 980.6199 gals.).
 GG0410
 GG0410.The modeled gravity was interpolated from observed gravity values.
 GG0410
 GG0410;                    North         East    Units  Estimated Accuracy
 GG0410;SPC OK N     -   134,160.      798,080.      MT  (+/- 180 meters Scaled)
 GG0410
 GG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA484085(NAD 83)
 GG0410
 GG0410                          SUPERSEDED SURVEY CONTROL
 GG0410
 GG0410  NGVD 29 (??/??/92)  222.745  (m)          730.79   (f) ADJ UNCH    1 2
 GG0410
 GG0410.Superseded values are not recommended for survey control.
 GG0410
 GG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0410.See file dsdata.pdf to determine how the superseded data were derived.
 GG0410
 GG0410_MARKER: DB = BENCH MARK DISK
 GG0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0410_STAMPING: B 18 1933
 GG0410_MARK LOGO: CGS
 GG0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0410+STABILITY: SURFACE MOTION
 GG0410
 GG0410  HISTORY     - Date     Condition        Report By
 GG0410  HISTORY     - 1933     MONUMENTED       CGS
 GG0410  HISTORY     - 1960     GOOD             CGS
 GG0410
 GG0410                          STATION DESCRIPTION
 GG0410
 GG0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0410'3.2 MI W FROM CATOOSA.
 GG0410'3.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0410'THE STATION AT CATOOSA, ROGERS COUNTY, ABOUT 75 YARDS WEST OF
 GG0410'POLE 412+10, AT A ROAD CROSSING, ABOUT 62 YARDS WEST OF THE
 GG0410'CENTER LINE OF THE ROAD, ABOUT 65 FEET NORTH OF THE CENTER LINE
 GG0410'OF A ROAD PARALLELING THE TRACK, AND 57 FEET SOUTH OF THE SOUTH
 GG0410'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 18 1933
 GG0410'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0508 ***********************************************************************
 GH0508  DESIGNATION -  B 180
 GH0508  PID         -  GH0508
 GH0508  STATE/COUNTY-  OK/GRANT
 GH0508  COUNTRY     -  US
 GH0508  USGS QUAD   -  WAKITA SE (2018)
 GH0508
 GH0508                         *CURRENT SURVEY CONTROL
 GH0508  ______________________________________________________________________
 GH0508* NAD 83(1986) POSITION- 36 49 28.     (N) 097 45 52.     (W)   SCALED
 GH0508* NAVD 88 ORTHO HEIGHT -   329.056 (meters)     1079.58  (feet) ADJUSTED
 GH0508  ______________________________________________________________________
 GH0508  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 GH0508  DYNAMIC HEIGHT  -        328.782 (meters)     1078.68  (feet) COMP
 GH0508  MODELED GRAVITY -    979,787.4   (mgal)                       NAVD 88
 GH0508
 GH0508  VERT ORDER      -  FIRST     CLASS II
 GH0508
 GH0508.The horizontal coordinates were scaled from a map and have
 GH0508.an estimated accuracy of +/- 6 seconds.
 GH0508
 GH0508.The orthometric height was determined by differential leveling and
 GH0508.adjusted by the NATIONAL GEODETIC SURVEY
 GH0508.in June 1991.
 GH0508
 GH0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0508.GEOID18 height accuracy estimate available here.
 GH0508
 GH0508.Click photographs - Photos may exist for this station.
 GH0508
 GH0508.The dynamic height is computed by dividing the NAVD 88
 GH0508.geopotential number by the normal gravity value computed on the
 GH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0508.degrees latitude (g = 980.6199 gals.).
 GH0508
 GH0508.The modeled gravity was interpolated from observed gravity values.
 GH0508
 GH0508;                    North         East    Units  Estimated Accuracy
 GH0508;SPC OK N     -   202,460.      621,020.      MT  (+/- 180 meters Scaled)
 GH0508
 GH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF101761(NAD 83)
 GH0508
 GH0508                          SUPERSEDED SURVEY CONTROL
 GH0508
 GH0508  NGVD 29 (??/??/92)  328.937  (m)         1079.19   (f) ADJ UNCH    1 2
 GH0508
 GH0508.Superseded values are not recommended for survey control.
 GH0508
 GH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0508.See file dsdata.pdf to determine how the superseded data were derived.
 GH0508
 GH0508_MARKER: DB = BENCH MARK DISK
 GH0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0508_STAMPING: B 180 1953
 GH0508_MARK LOGO: CGS
 GH0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0508+STABILITY: SURFACE MOTION
 GH0508
 GH0508  HISTORY     - Date     Condition        Report By
 GH0508  HISTORY     - 1953     MONUMENTED       CGS
 GH0508  HISTORY     - 1985     GOOD             NGS
 GH0508
 GH0508                          STATION DESCRIPTION
 GH0508
 GH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0508'1.8 MI NW FROM MEDFORD.
 GH0508'1.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0508'RAILROAD FROM THE STATION AT MEDFORD, 4 POLES SOUTHEAST OF A
 GH0508'ROAD CROSSING, 3 POLES SOUTHEAST OF BRIDGE 100 B, 45.5 FEET
 GH0508'SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET NORTHWEST OF A TELEPHONE
 GH0508'POLE, 2 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS
 GH0508'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GH0508'ABOVE THE GROUND.
 GH0508
 GH0508                          STATION RECOVERY (1985)
 GH0508
 GH0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0447 ***********************************************************************
 GH0447  DESIGNATION -  B 183
 GH0447  PID         -  GH0447
 GH0447  STATE/COUNTY-  OK/GARFIELD
 GH0447  COUNTRY     -  US
 GH0447  USGS QUAD   -  ENID EAST (2018)
 GH0447
 GH0447                         *CURRENT SURVEY CONTROL
 GH0447  ______________________________________________________________________
 GH0447* NAD 83(1986) POSITION- 36 23 06.     (N) 097 47 04.     (W)   SCALED
 GH0447* NAVD 88 ORTHO HEIGHT -   355.449 (meters)     1166.17  (feet) ADJUSTED
 GH0447  ______________________________________________________________________
 GH0447  GEOID HEIGHT    -        -27.845 (meters)                     GEOID18
 GH0447  DYNAMIC HEIGHT  -        355.136 (meters)     1165.14  (feet) COMP
 GH0447  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GH0447
 GH0447  VERT ORDER      -  FIRST     CLASS II
 GH0447
 GH0447.This mark is at Enid Woodring Municipal Airport (WDG)
 GH0447
 GH0447.The horizontal coordinates were scaled from a map and have
 GH0447.an estimated accuracy of +/- 6 seconds.
 GH0447
 GH0447.The orthometric height was determined by differential leveling and
 GH0447.adjusted by the NATIONAL GEODETIC SURVEY
 GH0447.in June 1991.
 GH0447
 GH0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0447.GEOID18 height accuracy estimate available here.
 GH0447
 GH0447.Click photographs - Photos may exist for this station.
 GH0447
 GH0447.The dynamic height is computed by dividing the NAVD 88
 GH0447.geopotential number by the normal gravity value computed on the
 GH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0447.degrees latitude (g = 980.6199 gals.).
 GH0447
 GH0447.The modeled gravity was interpolated from observed gravity values.
 GH0447
 GH0447;                    North         East    Units  Estimated Accuracy
 GH0447;SPC OK N     -   153,690.      619,340.      MT  (+/- 180 meters Scaled)
 GH0447
 GH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF090273(NAD 83)
 GH0447
 GH0447                          SUPERSEDED SURVEY CONTROL
 GH0447
 GH0447  NGVD 29 (??/??/92)  355.315  (m)         1165.73   (f) ADJ UNCH    1 2
 GH0447
 GH0447.Superseded values are not recommended for survey control.
 GH0447
 GH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0447.See file dsdata.pdf to determine how the superseded data were derived.
 GH0447
 GH0447_MARKER: DB = BENCH MARK DISK
 GH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0447_STAMPING: B 183 1953
 GH0447_MARK LOGO: CGS
 GH0447_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0447+STABILITY: SURFACE MOTION
 GH0447
 GH0447  HISTORY     - Date     Condition        Report By
 GH0447  HISTORY     - 1953     MONUMENTED       CGS
 GH0447  HISTORY     - 1974     GOOD             NGS
 GH0447  HISTORY     - 1978     POOR             NGS
 GH0447  HISTORY     - 20030626 POOR             ALMLS
 GH0447
 GH0447                          STATION DESCRIPTION
 GH0447
 GH0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0447'5.5 MI SE FROM ENID.
 GH0447'4.7 MILES EAST ALONG U.S. HIGHWAY 64 AND STATE HIGHWAY 15 FROM
 GH0447'ITS JUNCTION WITH U.S. HIGHWAY 81 AT ENID, THENCE 0.8 MILE
 GH0447'SOUTHEAST ALONG AN OILED ROAD, AT THE MAIN ENTRANCE TO THE
 GH0447'WOODRING AIRPORT, 25 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE,
 GH0447'35 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST
 GH0447'ROAD, 4 FEET NORTHEAST OF A POWER POLE, 2 FEET NORTHEAST OF
 GH0447'A FENCE CORNER, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 GH0447'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0447'GROUND.
 GH0447
 GH0447                          STATION RECOVERY (1974)
 GH0447
 GH0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GH0447'RECOVERED IN GOOD CONDITION.
 GH0447
 GH0447                          STATION RECOVERY (1978)
 GH0447
 GH0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GH0447'MARK RECOVERED IN POOR CONDITION.
 GH0447
 GH0447                          STATION RECOVERY (2003)
 GH0447
 GH0447'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 GH0447'MARKER SEPARATED FROM ITS SETTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0464 ***********************************************************************
 GH0464  DESIGNATION -  B 184
 GH0464  PID         -  GH0464
 GH0464  STATE/COUNTY-  OK/GARFIELD
 GH0464  COUNTRY     -  US
 GH0464  USGS QUAD   -  ENID WEST (2018)
 GH0464
 GH0464                         *CURRENT SURVEY CONTROL
 GH0464  ______________________________________________________________________
 GH0464* NAD 83(1986) POSITION- 36 26 56.38   (N) 097 57 15.23   (W)   HD_HELD1
 GH0464* NAVD 88 ORTHO HEIGHT -   412.796 (meters)     1354.31  (feet) ADJUSTED
 GH0464  ______________________________________________________________________
 GH0464  GEOID HEIGHT    -        -27.706 (meters)                     GEOID18
 GH0464  DYNAMIC HEIGHT  -        412.433 (meters)     1353.12  (feet) COMP
 GH0464  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 GH0464
 GH0464  VERT ORDER      -  FIRST     CLASS II
 GH0464
 GH0464.The horizontal coordinates were determined by differentially corrected
 GH0464.hand held GPS observations or other comparable positioning techniques
 GH0464.and have an estimated accuracy of +/- 3 meters.
 GH0464
 GH0464.The orthometric height was determined by differential leveling and
 GH0464.adjusted by the NATIONAL GEODETIC SURVEY
 GH0464.in June 1991.
 GH0464
 GH0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0464.GEOID18 height accuracy estimate available here.
 GH0464
 GH0464.Click photographs - Photos may exist for this station.
 GH0464
 GH0464.The dynamic height is computed by dividing the NAVD 88
 GH0464.geopotential number by the normal gravity value computed on the
 GH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0464.degrees latitude (g = 980.6199 gals.).
 GH0464
 GH0464.The modeled gravity was interpolated from observed gravity values.
 GH0464
 GH0464;                    North         East    Units  Estimated Accuracy
 GH0464;SPC OK N     -   160,772.8     604,103.0     MT  (+/- 3 meters HH1 GPS) 
 GH0464
 GH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9371734258(NAD 83)
 GH0464
 GH0464                          SUPERSEDED SURVEY CONTROL
 GH0464
 GH0464  NGVD 29 (??/??/92)  412.651  (m)         1353.84   (f) ADJ UNCH    1 2
 GH0464
 GH0464.Superseded values are not recommended for survey control.
 GH0464
 GH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0464.See file dsdata.pdf to determine how the superseded data were derived.
 GH0464
 GH0464_MARKER: DB = BENCH MARK DISK
 GH0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0464_STAMPING: B 184 1953
 GH0464_MARK LOGO: CGS
 GH0464_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0464+STABILITY: SURFACE MOTION
 GH0464
 GH0464  HISTORY     - Date     Condition        Report By
 GH0464  HISTORY     - 1953     MONUMENTED       CGS
 GH0464
 GH0464                          STATION DESCRIPTION
 GH0464
 GH0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0464'4.2 MI SE FROM CARRIER.
 GH0464'4.2 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0464'RAILROAD FROM THE STATION AT CARRIER, AT A ROAD CROSSING, 35
 GH0464'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43 FEET NORTH OF THE
 GH0464'CENTER LINE OF AN EAST AND WEST ROAD, 16 FEET SOUTHEAST OF THE
 GH0464'EAST CORNER OF A BRICK PUMP HOUSE, 15 FEET SOUTH OF A TELEPHONE
 GH0464'POLE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GH0464'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0577 ***********************************************************************
 FJ0577  DESIGNATION -  B 185
 FJ0577  PID         -  FJ0577
 FJ0577  STATE/COUNTY-  OK/KINGFISHER
 FJ0577  COUNTRY     -  US
 FJ0577  USGS QUAD   -  KINGFISHER (2018)
 FJ0577
 FJ0577                         *CURRENT SURVEY CONTROL
 FJ0577  ______________________________________________________________________
 FJ0577* NAD 83(1986) POSITION- 35 51 19.     (N) 097 57 16.     (W)   SCALED
 FJ0577* NAVD 88 ORTHO HEIGHT -   323.950 (meters)     1062.83  (feet) ADJUSTED
 FJ0577  ______________________________________________________________________
 FJ0577  GEOID HEIGHT    -        -27.165 (meters)                     GEOID18
 FJ0577  DYNAMIC HEIGHT  -        323.654 (meters)     1061.85  (feet) COMP
 FJ0577  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 FJ0577
 FJ0577  VERT ORDER      -  FIRST     CLASS II
 FJ0577
 FJ0577.The horizontal coordinates were scaled from a map and have
 FJ0577.an estimated accuracy of +/- 6 seconds.
 FJ0577
 FJ0577.The orthometric height was determined by differential leveling and
 FJ0577.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0577.in June 1991.
 FJ0577
 FJ0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0577.GEOID18 height accuracy estimate available here.
 FJ0577
 FJ0577.Click photographs - Photos may exist for this station.
 FJ0577
 FJ0577.The dynamic height is computed by dividing the NAVD 88
 FJ0577.geopotential number by the normal gravity value computed on the
 FJ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0577.degrees latitude (g = 980.6199 gals.).
 FJ0577
 FJ0577.The modeled gravity was interpolated from observed gravity values.
 FJ0577
 FJ0577;                    North         East    Units  Estimated Accuracy
 FJ0577;SPC OK N     -    94,900.      604,120.      MT  (+/- 180 meters Scaled)
 FJ0577
 FJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE944684(NAD 83)
 FJ0577
 FJ0577                          SUPERSEDED SURVEY CONTROL
 FJ0577
 FJ0577  NGVD 29 (??/??/92)  323.820  (m)         1062.40   (f) ADJ UNCH    1 2
 FJ0577
 FJ0577.Superseded values are not recommended for survey control.
 FJ0577
 FJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0577.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0577
 FJ0577_MARKER: DB = BENCH MARK DISK
 FJ0577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0577_SP_SET: CULVERT HEADWALL
 FJ0577_STAMPING: B 185 1953
 FJ0577_MARK LOGO: CGS
 FJ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0577+STABILITY: SURFACE MOTION
 FJ0577
 FJ0577  HISTORY     - Date     Condition        Report By
 FJ0577  HISTORY     - 1953     MONUMENTED       CGS
 FJ0577  HISTORY     - 20210720 MARK NOT FOUND   OKDOT
 FJ0577
 FJ0577                          STATION DESCRIPTION
 FJ0577
 FJ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0577'1.4 MI W FROM KINGFISHER.
 FJ0577'1.4 MILES WEST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 FJ0577'U.S. HIGHWAY 81 AT KINGFISHER, 120 YARDS EAST OF THE ENTRANCE
 FJ0577'TO A CEMETERY, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FJ0577'SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A 24 INCH
 FJ0577'CONCRETE PIPE CULVERT.
 FJ0577
 FJ0577                          STATION RECOVERY (2021)
 FJ0577
 FJ0577'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FJ0577'ORIGINAL STRUCTURE THE MARK WAS SET IN HAS SINCE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0470 ***********************************************************************
 FJ0470  DESIGNATION -  B 186
 FJ0470  PID         -  FJ0470
 FJ0470  STATE/COUNTY-  OK/CANADIAN
 FJ0470  COUNTRY     -  US
 FJ0470  USGS QUAD   -  UNION CITY (2018)
 FJ0470
 FJ0470                         *CURRENT SURVEY CONTROL
 FJ0470  ______________________________________________________________________
 FJ0470* NAD 83(1986) POSITION- 35 29 35.     (N) 097 56 55.     (W)   SCALED
 FJ0470* NAVD 88 ORTHO HEIGHT -   421.290 (meters)     1382.18  (feet) ADJUSTED
 FJ0470  ______________________________________________________________________
 FJ0470  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0470  DYNAMIC HEIGHT  -        420.878 (meters)     1380.83  (feet) COMP
 FJ0470  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 FJ0470
 FJ0470  VERT ORDER      -  FIRST     CLASS II
 FJ0470
 FJ0470.The horizontal coordinates were scaled from a map and have
 FJ0470.an estimated accuracy of +/- 6 seconds.
 FJ0470
 FJ0470.The orthometric height was determined by differential leveling and
 FJ0470.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0470.in June 1991.
 FJ0470
 FJ0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0470.GEOID18 height accuracy estimate available here.
 FJ0470
 FJ0470.Click photographs - Photos may exist for this station.
 FJ0470
 FJ0470.The dynamic height is computed by dividing the NAVD 88
 FJ0470.geopotential number by the normal gravity value computed on the
 FJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0470.degrees latitude (g = 980.6199 gals.).
 FJ0470
 FJ0470.The modeled gravity was interpolated from observed gravity values.
 FJ0470
 FJ0470;                    North         East    Units  Estimated Accuracy
 FJ0470;SPC OK N     -    54,710.      604,660.      MT  (+/- 180 meters Scaled)
 FJ0470
 FJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE953282(NAD 83)
 FJ0470
 FJ0470                          SUPERSEDED SURVEY CONTROL
 FJ0470
 FJ0470  NGVD 29 (??/??/92)  421.109  (m)         1381.59   (f) ADJ UNCH    1 2
 FJ0470
 FJ0470.Superseded values are not recommended for survey control.
 FJ0470
 FJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0470.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0470
 FJ0470_MARKER: DB = BENCH MARK DISK
 FJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0470_STAMPING: B 186 1953
 FJ0470_MARK LOGO: CGS
 FJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0470+STABILITY: SURFACE MOTION
 FJ0470
 FJ0470  HISTORY     - Date     Condition        Report By
 FJ0470  HISTORY     - 1953     MONUMENTED       CGS
 FJ0470  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0470
 FJ0470                          STATION DESCRIPTION
 FJ0470
 FJ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0470'2.7 MI S FROM EL RENO.
 FJ0470'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0470'RAILROAD FROM THE STATION AT EL RENO, AT A ROAD CROSSING, 58
 FJ0470'FEET SOUTH OF THE CENTER LINE OF A ROAD, 71 FEET EAST OF THE
 FJ0470'EAST RAIL, 10 FEET SOUTH OF A WATER METER, 2 FEET WEST OF A
 FJ0470'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0470'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0470
 FJ0470                          STATION RECOVERY (1986)
 FJ0470
 FJ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0432 ***********************************************************************
 FJ0432  DESIGNATION -  B 187
 FJ0432  PID         -  FJ0432
 FJ0432  STATE/COUNTY-  OK/GRADY
 FJ0432  COUNTRY     -  US
 FJ0432  USGS QUAD   -  CHICKASHA (2018)
 FJ0432
 FJ0432                         *CURRENT SURVEY CONTROL
 FJ0432  ______________________________________________________________________
 FJ0432* NAD 83(1986) POSITION- 35 07 06.     (N) 097 56 41.     (W)   SCALED
 FJ0432* NAVD 88 ORTHO HEIGHT -   333.896 (meters)     1095.46  (feet) POSTED
 FJ0432  ______________________________________________________________________
 FJ0432  GEOID HEIGHT    -        -26.636 (meters)                     GEOID18
 FJ0432  DYNAMIC HEIGHT  -        333.56  (meters)     1094.4   (feet) COMP
 FJ0432  MODELED GRAVITY -    979,632.6   (mgal)                       NAVD 88
 FJ0432
 FJ0432  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0432
 FJ0432.The horizontal coordinates were scaled from a map and have
 FJ0432.an estimated accuracy of +/- 6 seconds.
 FJ0432
 FJ0432.The orthometric height was determined by differential leveling
 FJ0432.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0432
 FJ0432.* This is a POSTED BENCH MARK height.
 FJ0432
 FJ0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0432.GEOID18 height accuracy estimate available here.
 FJ0432
 FJ0432.Click photographs - Photos may exist for this station.
 FJ0432
 FJ0432.The dynamic height is computed by dividing the NAVD 88
 FJ0432.geopotential number by the normal gravity value computed on the
 FJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0432.degrees latitude (g = 980.6199 gals.).
 FJ0432
 FJ0432.The modeled gravity was interpolated from observed gravity values.
 FJ0432
 FJ0432;                    North         East    Units  Estimated Accuracy
 FJ0432;SPC OK S     -   198,000.      605,040.      MT  (+/- 180 meters Scaled)
 FJ0432
 FJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND961866(NAD 83)
 FJ0432
 FJ0432                          SUPERSEDED SURVEY CONTROL
 FJ0432
 FJ0432  NGVD 29 (??/??/92)  333.774  (m)         1095.06   (f) ADJ UNCH    1 2
 FJ0432
 FJ0432.Superseded values are not recommended for survey control.
 FJ0432
 FJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0432.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0432
 FJ0432_MARKER: DB = BENCH MARK DISK
 FJ0432_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0432_SP_SET: HEADWALL
 FJ0432_STAMPING: B 187 1953
 FJ0432_MARK LOGO: CGS
 FJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0432+STABILITY: SURFACE MOTION
 FJ0432
 FJ0432  HISTORY     - Date     Condition        Report By
 FJ0432  HISTORY     - 1953     MONUMENTED       CGS
 FJ0432  HISTORY     - 1986     GOOD             NGS
 FJ0432
 FJ0432                          STATION DESCRIPTION
 FJ0432
 FJ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0432'5.7 MI S FROM POCASSET.
 FJ0432'5.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0432'RAILROAD FROM THE STATION AT POCASSET, 2 RAILS NORTH OF SEMAPHORE
 FJ0432'431.6, 20 FEET EAST OF THE EAST RAIL, 6 FEET BELOW THE TOP OF
 FJ0432'THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL
 FJ0432'OF A LARGE STONE CULVERT.
 FJ0432
 FJ0432                          STATION RECOVERY (1986)
 FJ0432
 FJ0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0432'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.4 KM (4.6 MI)
 FJ0432'NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 FJ0432'CHICKASHA, THENCE 1.3 KM (0.85 MI) EAST ALONG A DIRT ROAD, THENCE 1.9
 FJ0432'KM (1.2 MI) NORTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD.
 FJ0432'NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0541 ***********************************************************************
 EL0541  DESIGNATION -  B 188
 EL0541  PID         -  EL0541
 EL0541  STATE/COUNTY-  OK/GRADY
 EL0541  COUNTRY     -  US
 EL0541  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0541
 EL0541                         *CURRENT SURVEY CONTROL
 EL0541  ______________________________________________________________________
 EL0541* NAD 83(1986) POSITION- 34 51 32.     (N) 097 56 53.     (W)   SCALED
 EL0541* NAVD 88 ORTHO HEIGHT -   393.687 (meters)     1291.62  (feet) ADJUSTED
 EL0541  ______________________________________________________________________
 EL0541  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 EL0541  DYNAMIC HEIGHT  -        393.290 (meters)     1290.32  (feet) COMP
 EL0541  MODELED GRAVITY -    979,614.3   (mgal)                       NAVD 88
 EL0541
 EL0541  VERT ORDER      -  FIRST     CLASS II
 EL0541
 EL0541.The horizontal coordinates were scaled from a map and have
 EL0541.an estimated accuracy of +/- 6 seconds.
 EL0541
 EL0541.The orthometric height was determined by differential leveling and
 EL0541.adjusted by the NATIONAL GEODETIC SURVEY
 EL0541.in June 1991.
 EL0541
 EL0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0541.GEOID18 height accuracy estimate available here.
 EL0541
 EL0541.Click photographs - Photos may exist for this station.
 EL0541
 EL0541.The dynamic height is computed by dividing the NAVD 88
 EL0541.geopotential number by the normal gravity value computed on the
 EL0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0541.degrees latitude (g = 980.6199 gals.).
 EL0541
 EL0541.The modeled gravity was interpolated from observed gravity values.
 EL0541
 EL0541;                    North         East    Units  Estimated Accuracy
 EL0541;SPC OK S     -   169,220.      604,750.      MT  (+/- 180 meters Scaled)
 EL0541
 EL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND961578(NAD 83)
 EL0541
 EL0541                          SUPERSEDED SURVEY CONTROL
 EL0541
 EL0541  NGVD 29 (??/??/92)  393.579  (m)         1291.27   (f) ADJ UNCH    1 2
 EL0541
 EL0541.Superseded values are not recommended for survey control.
 EL0541
 EL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0541.See file dsdata.pdf to determine how the superseded data were derived.
 EL0541
 EL0541_MARKER: DB = BENCH MARK DISK
 EL0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0541_STAMPING: B 188 1953
 EL0541_MARK LOGO: CGS
 EL0541_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0541+STABILITY: SURFACE MOTION
 EL0541
 EL0541  HISTORY     - Date     Condition        Report By
 EL0541  HISTORY     - 1953     MONUMENTED       CGS
 EL0541  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0541
 EL0541                          STATION DESCRIPTION
 EL0541
 EL0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0541'6.9 MI S FROM NINNEKAH.
 EL0541'6.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0541'RAILROAD FROM THE STATION AT NINNEKAH, 2 POLES SOUTH OF THE
 EL0541'NORTH END OF A SIDE TRACK, 81 FEET SOUTH OF THE WEST END OF A
 EL0541'GATE, ACROSS THE SIDE TRACK, 39 FEET EAST OF THE EAST RAIL OF
 EL0541'THE MAIN TRACK, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A
 EL0541'SIDE TRACK, 11 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET SOUTH
 EL0541'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EL0541'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EL0541
 EL0541                          STATION RECOVERY (1986)
 EL0541
 EL0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0714 ***********************************************************************
 FH0714  DESIGNATION -  B 19
 FH0714  PID         -  FH0714
 FH0714  STATE/COUNTY-  OK/OKMULGEE
 FH0714  COUNTRY     -  US
 FH0714  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH0714
 FH0714                         *CURRENT SURVEY CONTROL
 FH0714  ______________________________________________________________________
 FH0714* NAD 83(1986) POSITION- 35 36 35.     (N) 095 57 30.     (W)   SCALED
 FH0714* NAVD 88 ORTHO HEIGHT -   218.597 (meters)      717.18  (feet) ADJUSTED
 FH0714  ______________________________________________________________________
 FH0714  GEOID HEIGHT    -        -29.115 (meters)                     GEOID18
 FH0714  DYNAMIC HEIGHT  -        218.394 (meters)      716.51  (feet) COMP
 FH0714  MODELED GRAVITY -    979,702.2   (mgal)                       NAVD 88
 FH0714
 FH0714  VERT ORDER      -  FIRST     CLASS II
 FH0714
 FH0714.The horizontal coordinates were scaled from a map and have
 FH0714.an estimated accuracy of +/- 6 seconds.
 FH0714
 FH0714.The orthometric height was determined by differential leveling and
 FH0714.adjusted by the NATIONAL GEODETIC SURVEY
 FH0714.in June 1991.
 FH0714
 FH0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0714.GEOID18 height accuracy estimate available here.
 FH0714
 FH0714.Click photographs - Photos may exist for this station.
 FH0714
 FH0714.The dynamic height is computed by dividing the NAVD 88
 FH0714.geopotential number by the normal gravity value computed on the
 FH0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0714.degrees latitude (g = 980.6199 gals.).
 FH0714
 FH0714.The modeled gravity was interpolated from observed gravity values.
 FH0714
 FH0714;                    North         East    Units  Estimated Accuracy
 FH0714;SPC OK N     -    69,600.      784,970.      MT  (+/- 180 meters Scaled)
 FH0714
 FH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV320446(NAD 83)
 FH0714
 FH0714                          SUPERSEDED SURVEY CONTROL
 FH0714
 FH0714  NGVD 29 (??/??/92)  218.484  (m)          716.81   (f) ADJ UNCH    1 2
 FH0714
 FH0714.Superseded values are not recommended for survey control.
 FH0714
 FH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0714.See file dsdata.pdf to determine how the superseded data were derived.
 FH0714
 FH0714_MARKER: DB = BENCH MARK DISK
 FH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0714_STAMPING: B 19 1933
 FH0714_MARK LOGO: CGS
 FH0714_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0714+STABILITY: SURFACE MOTION
 FH0714
 FH0714  HISTORY     - Date     Condition        Report By
 FH0714  HISTORY     - 1933     MONUMENTED       CGS
 FH0714  HISTORY     - 1953     GOOD             CGS
 FH0714  HISTORY     - 1969     MARK NOT FOUND   CGS
 FH0714
 FH0714                          STATION DESCRIPTION
 FH0714
 FH0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FH0714'0.8 MI S FROM OKMULGEE.
 FH0714'0.8 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0714'THE STATION AT OKMULGEE, OKMULGEE COUNTY, ABOUT 25 FEET SOUTH
 FH0714'OF POLE 469+25, ABOUT 50 FEET SOUTH OF THE THIRTEENTH STREET
 FH0714'CROSSING, 31 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FH0714'AND 16 FEET SOUTH OF THE EMPIRE PIPE LINE CO. 4-INCH OIL
 FH0714'PIPE-LINE.  A STANDARD DISK, STAMPED B 18 1933 AND SET IN THE
 FH0714'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 FH0714'NOTE-- THIS BENCH MARK IS 50 FEET SOUTH OF THE TWENTIETH STREET
 FH0714'CROSSING OF THE RAILWAY INSTEAD OF THE THIRTEENTH STREET
 FH0714'CROSSING.  THE DISK OF THIS MARK APPEARS TO HAVE BEEN STRUCK
 FH0714'SEVERAL TIMES WITH A BALL-PEIN HAMMER.  THE INDENTATIONS BEING
 FH0714'ABOUT 3/16 TO 1/4 INCH IN DIAMETER.
 FH0714
 FH0714                          STATION RECOVERY (1969)
 FH0714
 FH0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0661 ***********************************************************************
 FJ0661  DESIGNATION -  B 192
 FJ0661  PID         -  FJ0661
 FJ0661  STATE/COUNTY-  OK/CANADIAN
 FJ0661  COUNTRY     -  US
 FJ0661  USGS QUAD   -  EL RENO (2018)
 FJ0661
 FJ0661                         *CURRENT SURVEY CONTROL
 FJ0661  ______________________________________________________________________
 FJ0661* NAD 83(1986) POSITION- 35 31 21.30   (N) 097 55 34.22   (W)   HD_HELD1
 FJ0661* NAVD 88 ORTHO HEIGHT -   402.925 (meters)     1321.93  (feet) ADJUSTED
 FJ0661  ______________________________________________________________________
 FJ0661  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 FJ0661  DYNAMIC HEIGHT  -        402.533 (meters)     1320.64  (feet) COMP
 FJ0661  MODELED GRAVITY -    979,647.2   (mgal)                       NAVD 88
 FJ0661
 FJ0661  VERT ORDER      -  FIRST     CLASS II
 FJ0661
 FJ0661.The horizontal coordinates were determined by differentially corrected
 FJ0661.hand held GPS observations or other comparable positioning techniques
 FJ0661.and have an estimated accuracy of +/- 3 meters.
 FJ0661
 FJ0661.The orthometric height was determined by differential leveling and
 FJ0661.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0661.in June 1991.
 FJ0661
 FJ0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0661.GEOID18 height accuracy estimate available here.
 FJ0661
 FJ0661.Click photographs - Photos may exist for this station.
 FJ0661
 FJ0661.The dynamic height is computed by dividing the NAVD 88
 FJ0661.geopotential number by the normal gravity value computed on the
 FJ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0661.degrees latitude (g = 980.6199 gals.).
 FJ0661
 FJ0661.The modeled gravity was interpolated from observed gravity values.
 FJ0661
 FJ0661;                    North         East    Units  Estimated Accuracy
 FJ0661;SPC OK N     -    57,985.0     606,696.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0661
 FJ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9736331528(NAD 83)
 FJ0661
 FJ0661                          SUPERSEDED SURVEY CONTROL
 FJ0661
 FJ0661.No superseded survey control is available for this station.
 FJ0661
 FJ0661_MARKER: F = FLANGE-ENCASED ROD
 FJ0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0661_STAMPING: B 192 1984
 FJ0661_MARK LOGO: NGS
 FJ0661_PROJECTION: FLUSH
 FJ0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0661+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 FJ0661_ROD/PIPE-DEPTH: 7.31 meters
 FJ0661
 FJ0661  HISTORY     - Date     Condition        Report By
 FJ0661  HISTORY     - 1984     MONUMENTED       NGS
 FJ0661  HISTORY     - 1988     GOOD             USPSQD
 FJ0661  HISTORY     - 1989     GOOD             USPSQD
 FJ0661  HISTORY     - 1990     GOOD             USPSQD
 FJ0661  HISTORY     - 20040714 GOOD             USPSQD
 FJ0661  HISTORY     - 20130424 GOOD             FAMM
 FJ0661  HISTORY     - 20221004 GOOD             OKDOT
 FJ0661
 FJ0661                          STATION DESCRIPTION
 FJ0661
 FJ0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0661'3.8 KM (2.35 MI) ESE FROM EL RENO.
 FJ0661'1.4 KM (0.9 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE IN EL
 FJ0661'RENO, THENCE 2.3 KM (1.45 MI) EAST ALONG EAST ELM STREET, AT MRS. ANN
 FJ0661'MARQUETTES DRIVEWAY LEADING NORTH, 9.38 METERS (30.8 FT) NORTH OF THE
 FJ0661'CENTERLINE OF EAST ELM STREET, 40.99 METERS (134.5 FT) EAST OF A
 FJ0661'CORNER FENCE POST, 18.44 METERS (60.5 FT) NORTH-NORTHEAST OF A FIRE
 FJ0661'HYDRANT, 7.77 METERS (25.5 FT) WEST OF THE CENTER OF THE DRIVEWAY,
 FJ0661'4.35 METERS (14.3 FT) WEST OF A POWERLINE POLE, 2.37 METERS (7.8 FT)
 FJ0661'WEST OF TELEPHONE JUNCTION BOX NUMBER 400 4, AND 0.27 METERS (0.9 FT)
 FJ0661'SOUTH OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH.
 FJ0661'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FJ0661'THE MARK IS 0.3 M BELOW EAST ELM STREET.
 FJ0661
 FJ0661                          STATION RECOVERY (1988)
 FJ0661
 FJ0661'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0661'RECOVERED IN GOOD CONDITION.
 FJ0661
 FJ0661                          STATION RECOVERY (1989)
 FJ0661
 FJ0661'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0661'RECOVERED IN GOOD CONDITION.
 FJ0661
 FJ0661                          STATION RECOVERY (1990)
 FJ0661
 FJ0661'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0661'RECOVERED IN GOOD CONDITION.
 FJ0661
 FJ0661                          STATION RECOVERY (2004)
 FJ0661
 FJ0661'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0661'RECOVERED IN GOOD CONDITION.
 FJ0661
 FJ0661                          STATION RECOVERY (2013)
 FJ0661
 FJ0661'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013
 FJ0661'RECOVERED IN GOOD CONDITION.
 FJ0661
 FJ0661                          STATION RECOVERY (2022)
 FJ0661
 FJ0661'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0661'MARK RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0690 ***********************************************************************
 FJ0690  DESIGNATION -  B 193
 FJ0690  PID         -  FJ0690
 FJ0690  STATE/COUNTY-  OK/OKLAHOMA
 FJ0690  COUNTRY     -  US
 FJ0690  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0690
 FJ0690                         *CURRENT SURVEY CONTROL
 FJ0690  ______________________________________________________________________
 FJ0690* NAD 83(1986) POSITION- 35 29 36.32   (N) 097 24 23.37   (W)   HD_HELD1
 FJ0690* NAVD 88 ORTHO HEIGHT -   354.442 (meters)     1162.87  (feet) ADJUSTED
 FJ0690  ______________________________________________________________________
 FJ0690  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 FJ0690  DYNAMIC HEIGHT  -        354.105 (meters)     1161.76  (feet) COMP
 FJ0690  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 FJ0690
 FJ0690  VERT ORDER      -  FIRST     CLASS II
 FJ0690
 FJ0690.The horizontal coordinates were determined by differentially corrected
 FJ0690.hand held GPS observations or other comparable positioning techniques
 FJ0690.and have an estimated accuracy of +/- 3 meters.
 FJ0690
 FJ0690.The orthometric height was determined by differential leveling and
 FJ0690.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0690.in August 1994.
 FJ0690
 FJ0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0690.GEOID18 height accuracy estimate available here.
 FJ0690
 FJ0690.Click photographs - Photos may exist for this station.
 FJ0690
 FJ0690.The dynamic height is computed by dividing the NAVD 88
 FJ0690.geopotential number by the normal gravity value computed on the
 FJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0690.degrees latitude (g = 980.6199 gals.).
 FJ0690
 FJ0690.The modeled gravity was interpolated from observed gravity values.
 FJ0690
 FJ0690;                    North         East    Units  Estimated Accuracy
 FJ0690;SPC OK N     -    54,911.6     653,853.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0690
 FJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4453828931(NAD 83)
 FJ0690
 FJ0690                          SUPERSEDED SURVEY CONTROL
 FJ0690
 FJ0690  NAVD 88 (06/15/91)  354.510  (m)         1163.09   (f) SUPERSEDED  1 2
 FJ0690
 FJ0690.Superseded values are not recommended for survey control.
 FJ0690
 FJ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0690.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0690
 FJ0690_MARKER: F = FLANGE-ENCASED ROD
 FJ0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0690_STAMPING: B 193 1984
 FJ0690_MARK LOGO: NGS
 FJ0690_PROJECTION: RECESSED 2 CENTIMETERS
 FJ0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0690+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2022
 FJ0690_ROD/PIPE-DEPTH: 13.1 meters
 FJ0690
 FJ0690  HISTORY     - Date     Condition        Report By
 FJ0690  HISTORY     - 1984     MONUMENTED       NGS
 FJ0690  HISTORY     - 1988     GOOD             USPSQD
 FJ0690  HISTORY     - 2016     GOOD             BASE9
 FJ0690  HISTORY     - 20220725 GOOD             OKDOT
 FJ0690
 FJ0690                          STATION DESCRIPTION
 FJ0690
 FJ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0690'9.0 KM (5.6 MI) EAST FROM OKLAHOMA CITY.
 FJ0690'9.0 KM (5.6 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0690'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, IN THE NORTHWEST
 FJ0690'QUADRANT OF THE INTERSECTION OF AIR DEPOT BOULEVARD, AND AT THE
 FJ0690'SOUTHEAST CORNER OF AN ENCLOSED FENCED AREA AROUND CRUTCHO SCHOOL,
 FJ0690'14.1 METERS (46.3 FT) NORTH OF THE NORTH CURB OF HIGHWAY 62 WESTBOUND
 FJ0690'LANES, 12.8 METERS (42.0 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 FJ0690'0.31 METERS (1.0 FT) EAST OF A 5-FOOT HIGH SECURITY FENCE, 12.6 METERS
 FJ0690'(41.4 FT) NORTH OF A HIGHWAY TRAFFIC LIGHT SUPPORT POLE, 0.91 METERS
 FJ0690'(3.0 FT) NORTHWEST OF A TELEPHONE CABLE WARNING SIGN POST, 3.8 METERS
 FJ0690'(12.3 FT) NORTH-NORTHEAST OF A FORTY-INCH SYCAMORE TREE, AND
 FJ0690'1.2 METERS (3.5 FT) NORTH OF A CORNER FENCE POST.  NOTE, ROD DRIVEN TO
 FJ0690'SUDDEN REFUSAL.
 FJ0690'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FJ0690'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 FJ0690
 FJ0690                          STATION RECOVERY (1988)
 FJ0690
 FJ0690'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0690'RECOVERED IN GOOD CONDITION.
 FJ0690
 FJ0690                          STATION RECOVERY (2016)
 FJ0690
 FJ0690'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2016 (DRD)
 FJ0690'RECOVERED IN GOOD CONDITION.
 FJ0690
 FJ0690                          STATION RECOVERY (2022)
 FJ0690
 FJ0690'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0717 ***********************************************************************
 FJ0717  DESIGNATION -  B 194
 FJ0717  PID         -  FJ0717
 FJ0717  STATE/COUNTY-  OK/LINCOLN
 FJ0717  COUNTRY     -  US
 FJ0717  USGS QUAD   -  LUTHER SE (2018)
 FJ0717
 FJ0717                         *CURRENT SURVEY CONTROL
 FJ0717  ______________________________________________________________________
 FJ0717* NAD 83(1986) POSITION- 35 30 24.     (N) 097 01 50.     (W)   SCALED
 FJ0717* NAVD 88 ORTHO HEIGHT -   304.010 (meters)      997.41  (feet) ADJUSTED
 FJ0717  ______________________________________________________________________
 FJ0717  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 FJ0717  DYNAMIC HEIGHT  -        303.724 (meters)      996.47  (feet) COMP
 FJ0717  MODELED GRAVITY -    979,683.3   (mgal)                       NAVD 88
 FJ0717
 FJ0717  VERT ORDER      -  FIRST     CLASS II
 FJ0717
 FJ0717.The horizontal coordinates were scaled from a map and have
 FJ0717.an estimated accuracy of +/- 6 seconds.
 FJ0717
 FJ0717.The orthometric height was determined by differential leveling and
 FJ0717.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0717.in August 1994.
 FJ0717
 FJ0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0717.GEOID18 height accuracy estimate available here.
 FJ0717
 FJ0717.Click photographs - Photos may exist for this station.
 FJ0717
 FJ0717.The dynamic height is computed by dividing the NAVD 88
 FJ0717.geopotential number by the normal gravity value computed on the
 FJ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0717.degrees latitude (g = 980.6199 gals.).
 FJ0717
 FJ0717.The modeled gravity was interpolated from observed gravity values.
 FJ0717
 FJ0717;                    North         East    Units  Estimated Accuracy
 FJ0717;SPC OK N     -    56,660.      687,950.      MT  (+/- 180 meters Scaled)
 FJ0717
 FJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE786310(NAD 83)
 FJ0717
 FJ0717                          SUPERSEDED SURVEY CONTROL
 FJ0717
 FJ0717  NAVD 88 (06/15/91)  304.043  (m)          997.51   (f) SUPERSEDED  1 2
 FJ0717
 FJ0717.Superseded values are not recommended for survey control.
 FJ0717
 FJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0717.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0717
 FJ0717_MARKER: I = METAL ROD
 FJ0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0717_STAMPING: B 194 1984
 FJ0717_MARK LOGO: NGS
 FJ0717_PROJECTION: FLUSH
 FJ0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0717_ROD/PIPE-DEPTH: 4.3 meters
 FJ0717
 FJ0717  HISTORY     - Date     Condition        Report By
 FJ0717  HISTORY     - 1984     MONUMENTED       NGS
 FJ0717  HISTORY     - 1988     GOOD             USPSQD
 FJ0717  HISTORY     - 1989     GOOD             USPSQD
 FJ0717  HISTORY     - 1990     GOOD             USPSQD
 FJ0717
 FJ0717                          STATION DESCRIPTION
 FJ0717
 FJ0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0717'11.9 KM (7.4 MI) WEST FROM MEEKER.
 FJ0717'11.9 KM (7.4 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0717'MEEKER, ON THE EAST SIDE OF A LOW HILL, 0.56 KM (0.35 MI) EAST OF
 FJ0717'WHITE ROCK ROAD, SET BETWEEN TWO WITNESS POSTS, 14.0 METERS (45.8 FT)
 FJ0717'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 29.6 METERS (97.0 FT) EAST OF
 FJ0717'THE APPROXIMATE CENTER OF A PASTURE ENTRANCE GATE LEADING SOUTH TO A
 FJ0717'BARN, 0.18 METERS (0.6 FT) NORTH OF A FENCE LINE, 1.6 METERS (5.2 FT)
 FJ0717'WEST OF TELEPHONE JUNCTION BOX NUMBER 195-3 AND A SIX-FOOT HIGH
 FJ0717'VERTICAL WOOD PILING, AND 6.4 METERS (21.0 FT) EAST OF A FOUR-INCH
 FJ0717'CEDAR TREE.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL AND ANCHORED.
 FJ0717'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FJ0717'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FJ0717
 FJ0717                          STATION RECOVERY (1988)
 FJ0717
 FJ0717'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0717'RECOVERED IN GOOD CONDITION.
 FJ0717
 FJ0717                          STATION RECOVERY (1989)
 FJ0717
 FJ0717'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0717'RECOVERED IN GOOD CONDITION.
 FJ0717
 FJ0717                          STATION RECOVERY (1990)
 FJ0717
 FJ0717'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0729 ***********************************************************************
 FJ0729  DESIGNATION -  B 195
 FJ0729  PID         -  FJ0729
 FJ0729  STATE/COUNTY-  OK/LINCOLN
 FJ0729  COUNTRY     -  US
 FJ0729  USGS QUAD   -  MEEKER (2018)
 FJ0729
 FJ0729                         *CURRENT SURVEY CONTROL
 FJ0729  ______________________________________________________________________
 FJ0729* NAD 83(2011) POSITION- 35 30 12.20863(N) 096 52 43.81722(W)   NO CHECK
 FJ0729* NAD 83(2011) ELLIP HT-   265.910 (meters)        (06/27/12)   NO CHECK
 FJ0729* NAD 83(2011) EPOCH   -  2010.00
 FJ0729* NAVD 88 ORTHO HEIGHT -   293.498 (meters)      962.92  (feet) ADJUSTED
 FJ0729  ______________________________________________________________________
 FJ0729  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 FJ0729  NAD 83(2011) X  -   -622,614.304 (meters)                     COMP
 FJ0729  NAD 83(2011) Y  - -5,160,989.183 (meters)                     COMP
 FJ0729  NAD 83(2011) Z  -  3,683,628.721 (meters)                     COMP
 FJ0729  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 FJ0729  DYNAMIC HEIGHT  -        293.222 (meters)      962.01  (feet) COMP
 FJ0729  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 FJ0729
 FJ0729  VERT ORDER      -  FIRST     CLASS II
 FJ0729
 FJ0729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0729  Standards:
 FJ0729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0729  -------------------------------------------------------------------
 FJ0729  NETWORK    1.38   3.43           0.63   0.48   1.75     -0.07562697
 FJ0729  -------------------------------------------------------------------
 FJ0729  Click here for local accuracies and other accuracy information.
 FJ0729
 FJ0729.The horizontal coordinates were established by GPS observations
 FJ0729.and adjusted by the National Geodetic Survey in June 2012.
 FJ0729
 FJ0729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0729.been affixed to the stable North American tectonic plate. See 
 FJ0729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0729
 FJ0729.The horizontal coordinates are valid at the epoch date displayed above
 FJ0729.which is a decimal equivalence of Year/Month/Day.
 FJ0729
 FJ0729.No horizontal observational check was made to the station.
 FJ0729
 FJ0729.The orthometric height was determined by differential leveling and
 FJ0729.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0729.in August 1994.
 FJ0729
 FJ0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0729.GEOID18 height accuracy estimate available here.
 FJ0729
 FJ0729.Click photographs - Photos may exist for this station.
 FJ0729
 FJ0729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0729
 FJ0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0729
 FJ0729.The ellipsoidal height was determined by GPS observations
 FJ0729.and is referenced to NAD 83.
 FJ0729
 FJ0729.The dynamic height is computed by dividing the NAVD 88
 FJ0729.geopotential number by the normal gravity value computed on the
 FJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0729.degrees latitude (g = 980.6199 gals.).
 FJ0729
 FJ0729.The modeled gravity was interpolated from observed gravity values.
 FJ0729
 FJ0729. The following values were computed from the NAD 83(2011) position.
 FJ0729
 FJ0729;                    North         East     Units Scale Factor Converg.
 FJ0729;SPC OK N     -    56,440.366   701,717.028   MT  1.00001209   +0 39 41.9
 FJ0729;SPC OK N     -   185,171.43  2,302,216.62   sFT  1.00001209   +0 39 41.9
 FJ0729;UTM  14      - 3,930,938.233   692,381.086   MT  1.00005611   +1 13 56.1
 FJ0729
 FJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0729!SPC OK N     -   0.99995826  x   1.00001209  =   0.99997035
 FJ0729!UTM  14      -   0.99995826  x   1.00005611  =   1.00001437
 FJ0729
 FJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9238130938(NAD 83)
 FJ0729
 FJ0729                          SUPERSEDED SURVEY CONTROL
 FJ0729
 FJ0729  NAD 83(2007)-  35 30 12.20853(N)    096 52 43.81776(W) AD(2002.00) 0
 FJ0729  ELLIP H (02/10/07)  265.923  (m)                       GP(2002.00)    
 FJ0729  NAD 83(1993)-  35 30 12.20833(N)    096 52 43.81775(W) AD(       ) 1
 FJ0729  ELLIP H (03/07/02)  265.926  (m)                       GP(       ) 4 2
 FJ0729  NAVD 88             293.50   (m)          962.9    (f) LEVELING    3  
 FJ0729  NAVD 88 (06/15/91)  293.517  (m)          962.98   (f) SUPERSEDED  1 2
 FJ0729
 FJ0729.Superseded values are not recommended for survey control.
 FJ0729
 FJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0729.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0729
 FJ0729_MARKER: DV = VERTICAL CONTROL DISK
 FJ0729_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0729+WITH SETTING: INFORMATION.
 FJ0729_STAMPING: B 195 1984
 FJ0729_MARK LOGO: NGS
 FJ0729_PROJECTION: FLUSH
 FJ0729_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0729+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2001
 FJ0729_ROD/PIPE-DEPTH: 2.1 meters
 FJ0729
 FJ0729  HISTORY     - Date     Condition        Report By
 FJ0729  HISTORY     - 1984     MONUMENTED       NGS
 FJ0729  HISTORY     - 1988     GOOD             USPSQD
 FJ0729  HISTORY     - 1989     GOOD             USPSQD
 FJ0729  HISTORY     - 1990     GOOD             USPSQD
 FJ0729  HISTORY     - 20010517 GOOD             MSAM
 FJ0729
 FJ0729                          STATION DESCRIPTION
 FJ0729
 FJ0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0729'2.3 KM (1.45 MI) EAST FROM MEEKER.
 FJ0729'2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0729'MEEKER, AT A T-JUNCTION FENCE LEADING NORTH, 17.80 METERS (58.4 FT)
 FJ0729'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.45 METERS (1.5 FT) SOUTH
 FJ0729'OF T-JUNCTION FENCE.
 FJ0729'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0729'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FJ0729
 FJ0729                          STATION RECOVERY (1988)
 FJ0729
 FJ0729'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0729'RECOVERED IN GOOD CONDITION.
 FJ0729
 FJ0729                          STATION RECOVERY (1989)
 FJ0729
 FJ0729'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0729'RECOVERED IN GOOD CONDITION.
 FJ0729
 FJ0729                          STATION RECOVERY (1990)
 FJ0729
 FJ0729'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0729'RECOVERED IN GOOD CONDITION.
 FJ0729
 FJ0729                          STATION RECOVERY (2001)
 FJ0729
 FJ0729'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FJ0729'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FJ0729'RECOVERED AS DESCRIBED.
 FJ0729'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0753 ***********************************************************************
 FJ0753  DESIGNATION -  B 196
 FJ0753  PID         -  FJ0753
 FJ0753  STATE/COUNTY-  OK/OKFUSKEE
 FJ0753  COUNTRY     -  US
 FJ0753  USGS QUAD   -  BOLEY (2018)
 FJ0753
 FJ0753                         *CURRENT SURVEY CONTROL
 FJ0753  ______________________________________________________________________
 FJ0753* NAD 83(1986) POSITION- 35 29 02.44   (N) 096 24 38.17   (W)   HD_HELD1
 FJ0753* NAVD 88 ORTHO HEIGHT -   296.486 (meters)      972.72  (feet) ADJUSTED
 FJ0753  ______________________________________________________________________
 FJ0753  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 FJ0753  DYNAMIC HEIGHT  -        296.206 (meters)      971.80  (feet) COMP
 FJ0753  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 FJ0753
 FJ0753  VERT ORDER      -  FIRST     CLASS II
 FJ0753
 FJ0753.The horizontal coordinates were determined by differentially corrected
 FJ0753.hand held GPS observations or other comparable positioning techniques
 FJ0753.and have an estimated accuracy of +/- 3 meters.
 FJ0753
 FJ0753.The orthometric height was determined by differential leveling and
 FJ0753.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0753.in June 1991.
 FJ0753
 FJ0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0753.GEOID18 height accuracy estimate available here.
 FJ0753
 FJ0753.Click photographs - Photos may exist for this station.
 FJ0753
 FJ0753.The dynamic height is computed by dividing the NAVD 88
 FJ0753.geopotential number by the normal gravity value computed on the
 FJ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0753.degrees latitude (g = 980.6199 gals.).
 FJ0753
 FJ0753.The modeled gravity was interpolated from observed gravity values.
 FJ0753
 FJ0753;                    North         East    Units  Estimated Accuracy
 FJ0753;SPC OK N     -    54,883.4     744,229.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0753
 FJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3491329802(NAD 83)
 FJ0753
 FJ0753                          SUPERSEDED SURVEY CONTROL
 FJ0753
 FJ0753.No superseded survey control is available for this station.
 FJ0753
 FJ0753_MARKER: DV = VERTICAL CONTROL DISK
 FJ0753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0753_SP_SET: CULVERT HEADWALL
 FJ0753_STAMPING: B 196 1984
 FJ0753_MARK LOGO: NGS
 FJ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0753+STABILITY: SURFACE MOTION
 FJ0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0753+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0753
 FJ0753  HISTORY     - Date     Condition        Report By
 FJ0753  HISTORY     - 1984     MONUMENTED       NGS
 FJ0753  HISTORY     - 1988     GOOD             USPSQD
 FJ0753  HISTORY     - 1990     GOOD             USPSQD
 FJ0753  HISTORY     - 1990     GOOD             USPSQD
 FJ0753  HISTORY     - 20220629 GOOD             OKDOT
 FJ0753
 FJ0753                          STATION DESCRIPTION
 FJ0753
 FJ0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0753'7.6 KM (4.75 MI) EAST FROM BOLEY.
 FJ0753'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0753'BOLEY, THENCE 7.28 KM (4.55 MI) EAST ALONG U.S. HIGHWAY 62, SET ONE
 FJ0753'FOOT FROM THE EAST END OF A 5- BY 5-FOOT CONCRETE BOX CULVERT IN
 FJ0753'HEADWALL ON THE SOUTH SIDE OF THE HIGHWAY, 7.77 METERS (25.5 FT) SOUTH
 FJ0753'OF THE CENTERLINE OF THE HIGHWAY, AND 7.92 METERS (26.0 FT) WEST OF
 FJ0753'THE CENTER OF A TRACK ROAD LEADING SOUTH.
 FJ0753'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0753
 FJ0753                          STATION RECOVERY (1988)
 FJ0753
 FJ0753'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0753'RECOVERED IN GOOD CONDITION.
 FJ0753
 FJ0753                          STATION RECOVERY (1990)
 FJ0753
 FJ0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0753'RECOVERED IN GOOD CONDITION.
 FJ0753
 FJ0753                          STATION RECOVERY (1990)
 FJ0753
 FJ0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0753'RECOVERED IN GOOD CONDITION.
 FJ0753
 FJ0753                          STATION RECOVERY (2022)
 FJ0753
 FJ0753'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0753'MARK RECOVERED IN GOOD CONDITION N 352902.43 W 962438.16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0840 ***********************************************************************
 FH0840  DESIGNATION -  B 197
 FH0840  PID         -  FH0840
 FH0840  STATE/COUNTY-  OK/OKMULGEE
 FH0840  COUNTRY     -  US
 FH0840  USGS QUAD   -  HENRYETTA (2018)
 FH0840
 FH0840                         *CURRENT SURVEY CONTROL
 FH0840  ______________________________________________________________________
 FH0840* NAD 83(1986) POSITION- 35 25 59.4    (N) 095 59 37.2    (W)   HD_HELD2
 FH0840* NAVD 88 ORTHO HEIGHT -   214.420 (meters)      703.48  (feet) ADJUSTED
 FH0840  ______________________________________________________________________
 FH0840  GEOID HEIGHT    -        -29.118 (meters)                     GEOID18
 FH0840  DYNAMIC HEIGHT  -        214.217 (meters)      702.81  (feet) COMP
 FH0840  MODELED GRAVITY -    979,682.5   (mgal)                       NAVD 88
 FH0840
 FH0840  VERT ORDER      -  FIRST     CLASS II
 FH0840
 FH0840.The horizontal coordinates were established by autonomous hand held GPS
 FH0840.observations and have an estimated accuracy of +/- 10 meters.
 FH0840
 FH0840.The orthometric height was determined by differential leveling and
 FH0840.adjusted by the NATIONAL GEODETIC SURVEY
 FH0840.in June 1991.
 FH0840
 FH0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0840.GEOID18 height accuracy estimate available here.
 FH0840
 FH0840.Click photographs - Photos may exist for this station.
 FH0840
 FH0840.The dynamic height is computed by dividing the NAVD 88
 FH0840.geopotential number by the normal gravity value computed on the
 FH0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0840.degrees latitude (g = 980.6199 gals.).
 FH0840
 FH0840.The modeled gravity was interpolated from observed gravity values.
 FH0840
 FH0840;                    North         East    Units  Estimated Accuracy
 FH0840;SPC OK N     -    49,944.      782,176.      MT  (+/- 10 meters HH2 GPS)
 FH0840
 FH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV2822925199(NAD 83)
 FH0840
 FH0840                          SUPERSEDED SURVEY CONTROL
 FH0840
 FH0840.No superseded survey control is available for this station.
 FH0840
 FH0840_MARKER: F = FLANGE-ENCASED ROD
 FH0840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0840_STAMPING: B 197 1984
 FH0840_MARK LOGO: NGS
 FH0840_PROJECTION: FLUSH
 FH0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0840+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FH0840_ROD/PIPE-DEPTH: 9.8 meters
 FH0840
 FH0840  HISTORY     - Date     Condition        Report By
 FH0840  HISTORY     - 1984     MONUMENTED       NGS
 FH0840  HISTORY     - 1988     GOOD             USPSQD
 FH0840  HISTORY     - 1989     GOOD             USPSQD
 FH0840  HISTORY     - 1990     GOOD             USPSQD
 FH0840  HISTORY     - 20220912 MARK NOT FOUND   OKDOT
 FH0840  HISTORY     - 20240717 GOOD             OKDOT
 FH0840
 FH0840                          STATION DESCRIPTION
 FH0840
 FH0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0840'2.1 KM (1.3 MI) WEST FROM HENRYETTA.
 FH0840'2.08 KM (1.3 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0840'U.S. HIGHWAY 75 NORTH AT HENRYETTA, AT MILEPOST NUMBER 239 AND THE
 FH0840'HIGHWAY UNDERPASS, 12.80 METERS (42.0 FT) NORTH OF THE CENTERLINE OF
 FH0840'THE HIGHWAY EASTBOUND LANES, 14.17 METERS (46.5 FT) SOUTH OF THE
 FH0840'CENTERLINE OF THE HIGHWAY WESTBOUND LANES, AND 1.07 METERS (3.5 FT)
 FH0840'EAST OF A GUARDRAIL.
 FH0840'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 FH0840'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FH0840
 FH0840                          STATION RECOVERY (1988)
 FH0840
 FH0840'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0840'RECOVERED IN GOOD CONDITION.
 FH0840
 FH0840                          STATION RECOVERY (1989)
 FH0840
 FH0840'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0840'RECOVERED IN GOOD CONDITION.
 FH0840
 FH0840                          STATION RECOVERY (1990)
 FH0840
 FH0840'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0840'RECOVERED IN GOOD CONDITION.
 FH0840
 FH0840                          STATION RECOVERY (2022)
 FH0840
 FH0840'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FH0840'MARK NOT FOUND.
 FH0840
 FH0840                          STATION RECOVERY (2024)
 FH0840
 FH0840'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FH0840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0884 ***********************************************************************
 FH0884  DESIGNATION -  B 199
 FH0884  PID         -  FH0884
 FH0884  STATE/COUNTY-  OK/MUSKOGEE
 FH0884  COUNTRY     -  US
 FH0884  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0884
 FH0884                         *CURRENT SURVEY CONTROL
 FH0884  ______________________________________________________________________
 FH0884* NAD 83(2011) POSITION- 35 28 50.98609(N) 095 13 16.52931(W)   NO CHECK
 FH0884* NAD 83(2011) ELLIP HT-   148.404 (meters)        (06/27/12)   NO CHECK
 FH0884* NAD 83(2011) EPOCH   -  2010.00
 FH0884* NAVD 88 ORTHO HEIGHT -   178.326 (meters)      585.06  (feet) ADJUSTED
 FH0884  ______________________________________________________________________
 FH0884  GEOID HEIGHT    -        -29.929 (meters)                     GEOID18
 FH0884  NAD 83(2011) X  -   -473,189.559 (meters)                     COMP
 FH0884  NAD 83(2011) Y  - -5,178,191.520 (meters)                     COMP
 FH0884  NAD 83(2011) Z  -  3,681,522.317 (meters)                     COMP
 FH0884  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FH0884  DYNAMIC HEIGHT  -        178.160 (meters)      584.51  (feet) COMP
 FH0884  MODELED GRAVITY -    979,700.5   (mgal)                       NAVD 88
 FH0884
 FH0884  VERT ORDER      -  FIRST     CLASS II
 FH0884
 FH0884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0884  Standards:
 FH0884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0884  -------------------------------------------------------------------
 FH0884  NETWORK    1.57   4.14           0.72   0.53   2.11     -0.07624356
 FH0884  -------------------------------------------------------------------
 FH0884  Click here for local accuracies and other accuracy information.
 FH0884
 FH0884.The horizontal coordinates were established by GPS observations
 FH0884.and adjusted by the National Geodetic Survey in June 2012.
 FH0884
 FH0884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0884.been affixed to the stable North American tectonic plate. See 
 FH0884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0884
 FH0884.The horizontal coordinates are valid at the epoch date displayed above
 FH0884.which is a decimal equivalence of Year/Month/Day.
 FH0884
 FH0884.No horizontal observational check was made to the station.
 FH0884
 FH0884.The orthometric height was determined by differential leveling and
 FH0884.adjusted by the NATIONAL GEODETIC SURVEY
 FH0884.in June 1991.
 FH0884
 FH0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0884.GEOID18 height accuracy estimate available here.
 FH0884
 FH0884.Click photographs - Photos may exist for this station.
 FH0884
 FH0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0884
 FH0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0884
 FH0884.The ellipsoidal height was determined by GPS observations
 FH0884.and is referenced to NAD 83.
 FH0884
 FH0884.The dynamic height is computed by dividing the NAVD 88
 FH0884.geopotential number by the normal gravity value computed on the
 FH0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0884.degrees latitude (g = 980.6199 gals.).
 FH0884
 FH0884.The modeled gravity was interpolated from observed gravity values.
 FH0884
 FH0884. The following values were computed from the NAD 83(2011) position.
 FH0884
 FH0884;                    North         East     Units Scale Factor Converg.
 FH0884;SPC OK N     -    56,958.336   852,143.226   MT  1.00001669   +1 38 23.5
 FH0884;SPC OK N     -   186,870.81  2,795,739.90   sFT  1.00001669   +1 38 23.5
 FH0884;UTM  15      - 3,928,635.311   298,482.752   MT  1.00010046   -1 17 23.0
 FH0884
 FH0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0884!SPC OK N     -   0.99997671  x   1.00001669  =   0.99999340
 FH0884!UTM  15      -   0.99997671  x   1.00010046  =   1.00007716
 FH0884
 FH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9848228635(NAD 83)
 FH0884
 FH0884                          SUPERSEDED SURVEY CONTROL
 FH0884
 FH0884  NAD 83(2007)-  35 28 50.98623(N)    095 13 16.53017(W) AD(2002.00) 0
 FH0884  ELLIP H (02/10/07)  148.421  (m)                       GP(2002.00)    
 FH0884  NAD 83(1993)-  35 28 50.98645(N)    095 13 16.53011(W) AD(       ) 1
 FH0884  ELLIP H (03/07/02)  148.413  (m)                       GP(       ) 4 2
 FH0884  NAVD 88             178.33   (m)          585.1    (f) LEVELING    3  
 FH0884
 FH0884.Superseded values are not recommended for survey control.
 FH0884
 FH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0884.See file dsdata.pdf to determine how the superseded data were derived.
 FH0884
 FH0884_MARKER: I = METAL ROD
 FH0884_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0884+WITH SETTING: INFORMATION.
 FH0884_STAMPING: B 199 1984
 FH0884_MARK LOGO: NGS
 FH0884_PROJECTION: FLUSH
 FH0884_MAGNETIC: I = MARKER IS A STEEL ROD
 FH0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0884+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0884_ROD/PIPE-DEPTH: 1.21 meters
 FH0884
 FH0884  HISTORY     - Date     Condition        Report By
 FH0884  HISTORY     - 1984     MONUMENTED       NGS
 FH0884  HISTORY     - 1988     GOOD             USPSQD
 FH0884  HISTORY     - 1989     GOOD             USPSQD
 FH0884  HISTORY     - 1990     GOOD             USPSQD
 FH0884  HISTORY     - 20010521 GOOD             MSAM
 FH0884  HISTORY     - 20020815 GOOD             OKDOT
 FH0884
 FH0884                          STATION DESCRIPTION
 FH0884
 FH0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0884'7.8 KM (4.85 MI) EAST FROM WARNER.
 FH0884'7.8 KM (4.85 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0884'STATE HIGHWAY 2 WHICH IS ABOUT ONE MILE SOUTH OF WARNER, AT A T-FENCE
 FH0884'JUNCTION LEADING SOUTH, SET IN THE SOUTH RIGHT-OF-WAY FENCE LINE OF
 FH0884'INTERSTATE 40, 0.40 KM (0.25 MI) EAST OF THE CENTER OF A SCENIC
 FH0884'TURNOUT PARKING AREA, 0.2 KM (0.15 MI) WEST OF THE ROSS ROAD HIGHWAY
 FH0884'SIGN, 36.27 METERS (119.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0884'EASTBOUND LANES, 2.13 METERS (7.0 FT) WEST OF THE JUNCTION FENCE POST
 FH0884'WHICH IS A RAILROAD TIE ANCHORED IN CEMENT, AND 0.39 METERS (1.3 FT)
 FH0884'NORTH OF THE FIRST T-BAR STEEL FENCE POST WEST OF THE JUNCTION POST.
 FH0884'NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0884'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FH0884'THE MARK IS 0.4 M BELOW EASTBOUND LANES.
 FH0884
 FH0884                          STATION RECOVERY (1988)
 FH0884
 FH0884'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0884'RECOVERED IN GOOD CONDITION.
 FH0884
 FH0884                          STATION RECOVERY (1989)
 FH0884
 FH0884'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0884'RECOVERED IN GOOD CONDITION.
 FH0884
 FH0884                          STATION RECOVERY (1990)
 FH0884
 FH0884'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0884'RECOVERED IN GOOD CONDITION.
 FH0884
 FH0884                          STATION RECOVERY (2001)
 FH0884
 FH0884'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FH0884'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FH0884'RECOVERED AS DESCRIBED.
 FH0884'
 FH0884
 FH0884                          STATION RECOVERY (2002)
 FH0884
 FH0884'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0909 ***********************************************************************
 FH0909  DESIGNATION -  B 200
 FH0909  PID         -  FH0909
 FH0909  STATE/COUNTY-  OK/SEQUOYAH
 FH0909  COUNTRY     -  US
 FH0909  USGS QUAD   -  SALLISAW (2019)
 FH0909
 FH0909                         *CURRENT SURVEY CONTROL
 FH0909  ______________________________________________________________________
 FH0909* NAD 83(1986) POSITION- 35 27 40.     (N) 094 47 08.     (W)   SCALED
 FH0909* NAVD 88 ORTHO HEIGHT -   161.693 (meters)      530.49  (feet) ADJUSTED
 FH0909  ______________________________________________________________________
 FH0909  GEOID HEIGHT    -        -29.961 (meters)                     GEOID18
 FH0909  DYNAMIC HEIGHT  -        161.542 (meters)      529.99  (feet) COMP
 FH0909  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 FH0909
 FH0909  VERT ORDER      -  FIRST     CLASS II
 FH0909
 FH0909.The horizontal coordinates were scaled from a map and have
 FH0909.an estimated accuracy of +/- 6 seconds.
 FH0909
 FH0909.The orthometric height was determined by differential leveling and
 FH0909.adjusted by the NATIONAL GEODETIC SURVEY
 FH0909.in June 1991.
 FH0909
 FH0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0909.GEOID18 height accuracy estimate available here.
 FH0909
 FH0909.Click photographs - Photos may exist for this station.
 FH0909
 FH0909.The dynamic height is computed by dividing the NAVD 88
 FH0909.geopotential number by the normal gravity value computed on the
 FH0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0909.degrees latitude (g = 980.6199 gals.).
 FH0909
 FH0909.The modeled gravity was interpolated from observed gravity values.
 FH0909
 FH0909;                    North         East    Units  Estimated Accuracy
 FH0909;SPC OK N     -    55,990.      891,740.      MT  (+/- 180 meters Scaled)
 FH0909
 FH0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV379256(NAD 83)
 FH0909
 FH0909                          SUPERSEDED SURVEY CONTROL
 FH0909
 FH0909.No superseded survey control is available for this station.
 FH0909
 FH0909_MARKER: I = METAL ROD
 FH0909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0909_STAMPING: B 200 1984
 FH0909_MARK LOGO: NGS
 FH0909_PROJECTION: FLUSH
 FH0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0909+STABILITY: POSITION/ELEVATION WELL
 FH0909_ROD/PIPE-DEPTH: 3.78 meters
 FH0909
 FH0909  HISTORY     - Date     Condition        Report By
 FH0909  HISTORY     - 1984     MONUMENTED       NGS
 FH0909  HISTORY     - 1988     GOOD             USPSQD
 FH0909  HISTORY     - 1989     GOOD             USPSQD
 FH0909  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0909
 FH0909                          STATION DESCRIPTION
 FH0909
 FH0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0909'IN SALLISAW.
 FH0909'IN SALLISAW, LOCATED BETWEEN NORTH MULBERRY AND NORTH HOLLY STREETS,
 FH0909'ON THE NORTH SIDE OF EAST CHEROKEE AVENUE, AT THE EAST SIDE OF THE OLD
 FH0909'JUDGE FRANK FAULKNER HOME, 24.53 METERS (80.5 FT) NORTH OF THE CENTER
 FH0909'OF EAST CHEROKEE AVENUE, 22.82 METERS (74.9 FT) SOUTH OF THE SOUTH
 FH0909'RAIL OF THE MAIN TRACK OF THE MISSOURI PACFIC RAILROAD TRACKS,
 FH0909'16.30 METERS (53.5 FT) WEST OF A POWERLINE POLE, 8.77 METERS (28.8 FT)
 FH0909'EAST OF THE SOUTHEAST CORNER OF THE STONE BLOCK CHIMMNEY, AND
 FH0909'1.76 METERS (5.8 FT) EAST-NORTHEAST OF A FLAG POLE.  ROD DRIVEN TO
 FH0909'REFUSAL AND ANCHORED IN ROCK.
 FH0909'THE MARK IS 0.36 METERS  S FROM A WITNESS POST.
 FH0909'THE MARK IS 0.3 M ABOVE EAST CHEROKEE AVENUE.
 FH0909
 FH0909                          STATION RECOVERY (1988)
 FH0909
 FH0909'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0909'RECOVERED IN GOOD CONDITION.
 FH0909
 FH0909                          STATION RECOVERY (1989)
 FH0909
 FH0909'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0909'RECOVERED IN GOOD CONDITION.
 FH0909
 FH0909                          STATION RECOVERY (1990)
 FH0909
 FH0909'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0909'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0864 ***********************************************************************
 FH0864  DESIGNATION -  B 201
 FH0864  PID         -  FH0864
 FH0864  STATE/COUNTY-  OK/MCINTOSH
 FH0864  COUNTRY     -  US
 FH0864  USGS QUAD   -  CHECOTAH (2018)
 FH0864
 FH0864                         *CURRENT SURVEY CONTROL
 FH0864  ______________________________________________________________________
 FH0864* NAD 83(1986) POSITION- 35 27 24.3    (N) 095 34 37.9    (W)   HD_HELD2
 FH0864* NAVD 88 ORTHO HEIGHT -   213.377 (meters)      700.05  (feet) ADJUSTED
 FH0864  ______________________________________________________________________
 FH0864  GEOID HEIGHT    -        -29.751 (meters)                     GEOID18
 FH0864  DYNAMIC HEIGHT  -        213.177 (meters)      699.40  (feet) COMP
 FH0864  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 FH0864
 FH0864  VERT ORDER      -  FIRST     CLASS II
 FH0864
 FH0864.The horizontal coordinates were established by autonomous hand held GPS
 FH0864.observations and have an estimated accuracy of +/- 10 meters.
 FH0864
 FH0864.The orthometric height was determined by differential leveling and
 FH0864.adjusted by the NATIONAL GEODETIC SURVEY
 FH0864.in June 1991.
 FH0864
 FH0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0864.GEOID18 height accuracy estimate available here.
 FH0864
 FH0864.Click photographs - Photos may exist for this station.
 FH0864
 FH0864.The dynamic height is computed by dividing the NAVD 88
 FH0864.geopotential number by the normal gravity value computed on the
 FH0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0864.degrees latitude (g = 980.6199 gals.).
 FH0864
 FH0864.The modeled gravity was interpolated from observed gravity values.
 FH0864
 FH0864;                    North         East    Units  Estimated Accuracy
 FH0864;SPC OK S     -   238,189.      819,928.      MT  (+/- 10 meters HH2 GPS)
 FH0864
 FH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6611526749(NAD 83)
 FH0864
 FH0864                          SUPERSEDED SURVEY CONTROL
 FH0864
 FH0864.No superseded survey control is available for this station.
 FH0864
 FH0864_MARKER: F = FLANGE-ENCASED ROD
 FH0864_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0864+WITH SETTING: INFORMATION.
 FH0864_STAMPING: B 201 1984
 FH0864_MARK LOGO: NGS
 FH0864_PROJECTION: FLUSH
 FH0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0864+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 FH0864_ROD/PIPE-DEPTH: 1.8 meters
 FH0864
 FH0864  HISTORY     - Date     Condition        Report By
 FH0864  HISTORY     - 1984     MONUMENTED       NGS
 FH0864  HISTORY     - 1988     GOOD             USPSQD
 FH0864  HISTORY     - 1989     GOOD             USPSQD
 FH0864  HISTORY     - 1990     GOOD             USPSQD
 FH0864  HISTORY     - 20220713 GOOD             OKDOT
 FH0864
 FH0864                          STATION DESCRIPTION
 FH0864
 FH0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0864'4.3 KM (2.65 MI) WEST FROM CHECOTAH.
 FH0864'4.3 KM (2.65 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0864'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) IN CHECOTAH, SET AT MILEPOST
 FH0864'NUMBER 263, 21.8 METERS (71.5 FT) SOUTH OF THE CENTERLINE OF
 FH0864'INTERSTATE HIGHWAY 40 EASTBOUND LANES, 13.4 METERS (44.0 FT) SOUTH OF
 FH0864'MILEPOST NUMBER 263, 1.2 METERS (4.0 FT) NORTH OF THE RIGHT-OF-WAY
 FH0864'FENCE LINE, AND 1.37 METERS (4.5 FT) NORTHWEST OF A WITNESS POST.
 FH0864'NOTE, DRIVEN TO REFUSAL.
 FH0864'THE MARK IS 1.4 METERS  NE FROM A WITNESS POST.
 FH0864'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FH0864
 FH0864                          STATION RECOVERY (1988)
 FH0864
 FH0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0864'RECOVERED IN GOOD CONDITION.
 FH0864
 FH0864                          STATION RECOVERY (1989)
 FH0864
 FH0864'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0864'RECOVERED IN GOOD CONDITION.
 FH0864
 FH0864                          STATION RECOVERY (1990)
 FH0864
 FH0864'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0864'RECOVERED IN GOOD CONDITION.
 FH0864
 FH0864                          STATION RECOVERY (2022)
 FH0864
 FH0864'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0864'MARK RECOVERED IN GOOD CONDITION. MIGHT NEED A FEW TREES CUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1320 ***********************************************************************
 GL1320  DESIGNATION -  B 202
 GL1320  PID         -  GL1320
 GL1320  STATE/COUNTY-  OK/CIMARRON
 GL1320  COUNTRY     -  US
 GL1320  USGS QUAD   -  BOISE CITY (2018)
 GL1320
 GL1320                         *CURRENT SURVEY CONTROL
 GL1320  ______________________________________________________________________
 GL1320* NAD 83(1986) POSITION- 36 43 01.79   (N) 102 30 57.42   (W)   HD_HELD1
 GL1320* NAVD 88 ORTHO HEIGHT -  1269.086 (meters)     4163.66  (feet) ADJUSTED
 GL1320  ______________________________________________________________________
 GL1320  GEOID HEIGHT    -        -23.757 (meters)                     GEOID18
 GL1320  DYNAMIC HEIGHT  -       1267.694 (meters)     4159.09  (feet) COMP
 GL1320  MODELED GRAVITY -    979,490.3   (mgal)                       NAVD 88
 GL1320
 GL1320  VERT ORDER      -  FIRST     CLASS II
 GL1320
 GL1320.The horizontal coordinates were determined by differentially corrected
 GL1320.hand held GPS observations or other comparable positioning techniques
 GL1320.and have an estimated accuracy of +/- 3 meters.
 GL1320
 GL1320.The orthometric height was determined by differential leveling and
 GL1320.adjusted by the NATIONAL GEODETIC SURVEY
 GL1320.in June 1991.
 GL1320
 GL1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1320.GEOID18 height accuracy estimate available here.
 GL1320
 GL1320.Click photographs - Photos may exist for this station.
 GL1320
 GL1320.The dynamic height is computed by dividing the NAVD 88
 GL1320.geopotential number by the normal gravity value computed on the
 GL1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1320.degrees latitude (g = 980.6199 gals.).
 GL1320
 GL1320.The modeled gravity was interpolated from observed gravity values.
 GL1320
 GL1320;                    North         East    Units  Estimated Accuracy
 GL1320;SPC OK N     -   199,911.2     196,692.7     MT  (+/- 3 meters HH1 GPS) 
 GL1320
 GL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2185666373(NAD 83)
 GL1320
 GL1320                          SUPERSEDED SURVEY CONTROL
 GL1320
 GL1320.No superseded survey control is available for this station.
 GL1320
 GL1320_MARKER: I = METAL ROD
 GL1320_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1320_STAMPING: B 202 1985
 GL1320_MARK LOGO: NGS
 GL1320_PROJECTION: FLUSH
 GL1320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1320+STABILITY: POSITION/ELEVATION WELL
 GL1320_ROD/PIPE-DEPTH: 11.6 meters
 GL1320_SLEEVE-DEPTH  : 9.1 meters
 GL1320
 GL1320  HISTORY     - Date     Condition        Report By
 GL1320  HISTORY     - 1985     MONUMENTED       NGS
 GL1320
 GL1320                          STATION DESCRIPTION
 GL1320
 GL1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1320'1.3 KM (0.8 MI) SOUTH FROM BOISE CITY.
 GL1320'1.3 KM (0.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1320'IN BOISE CITY, SET BETWEEN THE TWO MOST NORTHERN TRACKS OF THE SANTA
 GL1320'FE RAILROAD, 125.6 M (412.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GL1320'HIGHWAY, 161.8 M (530.8 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD
 GL1320'LEADING SOUTH, 24.6 M (80.7 FT) SOUTHEAST OF THE NEAR RAIL OF A SPUR
 GL1320'TRACK, 17.0 M (55.8 FT) NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK,
 GL1320'AND 1.4 M (4.6 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 GL1320'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1320'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 GL1320'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1334 ***********************************************************************
 GL1334  DESIGNATION -  B 203
 GL1334  PID         -  GL1334
 GL1334  STATE/COUNTY-  OK/CIMARRON
 GL1334  COUNTRY     -  US
 GL1334  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1334
 GL1334                         *CURRENT SURVEY CONTROL
 GL1334  ______________________________________________________________________
 GL1334* NAD 83(1986) POSITION- 36 59 28.     (N) 102 31 28.     (W)   SCALED
 GL1334* NAVD 88 ORTHO HEIGHT -  1248.000 (meters)     4094.48  (feet) ADJUSTED
 GL1334  ______________________________________________________________________
 GL1334  GEOID HEIGHT    -        -23.669 (meters)                     GEOID18
 GL1334  DYNAMIC HEIGHT  -       1246.658 (meters)     4090.08  (feet) COMP
 GL1334  MODELED GRAVITY -    979,512.5   (mgal)                       NAVD 88
 GL1334
 GL1334  VERT ORDER      -  FIRST     CLASS II
 GL1334
 GL1334.The horizontal coordinates were scaled from a map and have
 GL1334.an estimated accuracy of +/- 6 seconds.
 GL1334
 GL1334.The orthometric height was determined by differential leveling and
 GL1334.adjusted by the NATIONAL GEODETIC SURVEY
 GL1334.in June 1991.
 GL1334
 GL1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1334.GEOID18 height accuracy estimate available here.
 GL1334
 GL1334.Click photographs - Photos may exist for this station.
 GL1334
 GL1334.The dynamic height is computed by dividing the NAVD 88
 GL1334.geopotential number by the normal gravity value computed on the
 GL1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1334.degrees latitude (g = 980.6199 gals.).
 GL1334
 GL1334.The modeled gravity was interpolated from observed gravity values.
 GL1334
 GL1334;                    North         East    Units  Estimated Accuracy
 GL1334;SPC OK N     -   230,320.      197,350.      MT  (+/- 180 meters Scaled)
 GL1334
 GL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA203967(NAD 83)
 GL1334
 GL1334                          SUPERSEDED SURVEY CONTROL
 GL1334
 GL1334.No superseded survey control is available for this station.
 GL1334
 GL1334_MARKER: DV = VERTICAL CONTROL DISK
 GL1334_SETTING: 66 = SET IN ROCK OUTCROP
 GL1334_STAMPING: B 203 1985
 GL1334_MARK LOGO: NGS
 GL1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1334+STABILITY: POSITION/ELEVATION WELL
 GL1334
 GL1334  HISTORY     - Date     Condition        Report By
 GL1334  HISTORY     - 1985     MONUMENTED       NGS
 GL1334  HISTORY     - 20090806 GOOD             GEOCAC
 GL1334
 GL1334                          STATION DESCRIPTION
 GL1334
 GL1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1334'29.2 KM (18.15 MI) NORT FROM BOISE CITY.
 GL1334'29.2 KM (18.15 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1334'COURTHOUSE IN BOISE CITY, 0.4 KM (0.25 MI) SOUTH OF THE
 GL1334'OKLAHOMA-COLORADO STATE LINE, IN ABOUT THE CENTER OF A 12 BY 12 FOOT
 GL1334'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 32.0 M (105.0 FT) SOUTH OF
 GL1334'THE NORTH END OF THE CUT, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF
 GL1334'THE NORTH BOUND LANES OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A
 GL1334'FENCE.
 GL1334'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GL1334'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 GL1334
 GL1334                          STATION RECOVERY (2009)
 GL1334
 GL1334'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GL1334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0810 ***********************************************************************
 FJ0810  DESIGNATION -  B 204
 FJ0810  PID         -  FJ0810
 FJ0810  STATE/COUNTY-  OK/CANADIAN
 FJ0810  COUNTRY     -  US
 FJ0810  USGS QUAD   -  EL RENO (2018)
 FJ0810
 FJ0810                         *CURRENT SURVEY CONTROL
 FJ0810  ______________________________________________________________________
 FJ0810* NAD 83(1986) POSITION- 35 33 06.     (N) 097 57 16.     (W)   SCALED
 FJ0810* NAVD 88 ORTHO HEIGHT -   402.403 (meters)     1320.22  (feet) ADJUSTED
 FJ0810  ______________________________________________________________________
 FJ0810  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0810  DYNAMIC HEIGHT  -        402.012 (meters)     1318.93  (feet) COMP
 FJ0810  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 FJ0810
 FJ0810  VERT ORDER      -  FIRST     CLASS II
 FJ0810
 FJ0810.The horizontal coordinates were scaled from a map and have
 FJ0810.an estimated accuracy of +/- 6 seconds.
 FJ0810
 FJ0810.The orthometric height was determined by differential leveling and
 FJ0810.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0810.in June 1991.
 FJ0810
 FJ0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0810.GEOID18 height accuracy estimate available here.
 FJ0810
 FJ0810.Click photographs - Photos may exist for this station.
 FJ0810
 FJ0810.The dynamic height is computed by dividing the NAVD 88
 FJ0810.geopotential number by the normal gravity value computed on the
 FJ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0810.degrees latitude (g = 980.6199 gals.).
 FJ0810
 FJ0810.The modeled gravity was interpolated from observed gravity values.
 FJ0810
 FJ0810;                    North         East    Units  Estimated Accuracy
 FJ0810;SPC OK N     -    61,210.      604,130.      MT  (+/- 180 meters Scaled)
 FJ0810
 FJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE947347(NAD 83)
 FJ0810
 FJ0810                          SUPERSEDED SURVEY CONTROL
 FJ0810
 FJ0810  NGVD 29 (04/22/92)  402.227  (m)         1319.64   (f) ADJUSTED    1 2
 FJ0810
 FJ0810.Superseded values are not recommended for survey control.
 FJ0810
 FJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0810.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0810
 FJ0810_MARKER: I = METAL ROD
 FJ0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0810_STAMPING: B 204 1985
 FJ0810_MARK LOGO: NGS
 FJ0810_PROJECTION: FLUSH
 FJ0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0810_ROD/PIPE-DEPTH: 13.1 meters
 FJ0810
 FJ0810  HISTORY     - Date     Condition        Report By
 FJ0810  HISTORY     - 1985     MONUMENTED       NGS
 FJ0810
 FJ0810                          STATION DESCRIPTION
 FJ0810
 FJ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0810'1.9 KM (1.2 MI) NORTH FROM EL RENO.
 FJ0810'1.95 KM (1.21 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0810'COURTHOUSE AT EL RENO, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 FJ0810'PAVED SECTION LINE ROAD, 1.12 KM (0.70 MI) SOUTH OF THE SOUTH END OF
 FJ0810'THE BRIDGE OF THE NORTH CANADIAN RIVER, 26.8 METERS (88 FT) EAST OF
 FJ0810'THE HIGHWAY CENTERLINE, 65.5 METERS (215 FT) NORTH OF THE CENTER OF
 FJ0810'THE ROAD, 66.4 METERS (218 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FJ0810'OF A 4 BY 8 FOOT CONCRETE BOX CULVERT, 1.4 METERS (4.6 FT) NORTH OF
 FJ0810'THE NORTHWEST CORNER OF A CHAIN LINK FENCE AND 0.3 METER (1 FT) WEST
 FJ0810'OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 FJ0810'A 5-INCH LOGO CAP.
 FJ0810'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0810'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0557 ***********************************************************************
 GH0557  DESIGNATION -  B 205
 GH0557  PID         -  GH0557
 GH0557  STATE/COUNTY-  OK/GARFIELD
 GH0557  COUNTRY     -  US
 GH0557  USGS QUAD   -  ENID WEST (2018)
 GH0557
 GH0557                         *CURRENT SURVEY CONTROL
 GH0557  ______________________________________________________________________
 GH0557* NAD 83(1986) POSITION- 36 24 01.1    (N) 097 53 12.7    (W)   HD_HELD2
 GH0557* NAVD 88 ORTHO HEIGHT -   380.961 (meters)     1249.87  (feet) ADJUSTED
 GH0557  ______________________________________________________________________
 GH0557  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 GH0557  DYNAMIC HEIGHT  -        380.626 (meters)     1248.77  (feet) COMP
 GH0557  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 GH0557
 GH0557  VERT ORDER      -  FIRST     CLASS II
 GH0557
 GH0557.The horizontal coordinates were established by autonomous hand held GPS
 GH0557.observations and have an estimated accuracy of +/- 10 meters.
 GH0557
 GH0557.The orthometric height was determined by differential leveling and
 GH0557.adjusted by the NATIONAL GEODETIC SURVEY
 GH0557.in June 1991.
 GH0557
 GH0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0557.GEOID18 height accuracy estimate available here.
 GH0557
 GH0557.Click photographs - Photos may exist for this station.
 GH0557
 GH0557.The dynamic height is computed by dividing the NAVD 88
 GH0557.geopotential number by the normal gravity value computed on the
 GH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0557.degrees latitude (g = 980.6199 gals.).
 GH0557
 GH0557.The modeled gravity was interpolated from observed gravity values.
 GH0557
 GH0557;                    North         East    Units  Estimated Accuracy
 GH0557;SPC OK N     -   155,375.      610,149.      MT  (+/- 10 meters HH2 GPS)
 GH0557
 GH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9981628925(NAD 83)
 GH0557
 GH0557                          SUPERSEDED SURVEY CONTROL
 GH0557
 GH0557  NGVD 29 (04/22/92)  380.785  (m)         1249.29   (f) ADJUSTED    1 2
 GH0557
 GH0557.Superseded values are not recommended for survey control.
 GH0557
 GH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0557.See file dsdata.pdf to determine how the superseded data were derived.
 GH0557
 GH0557_MARKER: DV = VERTICAL CONTROL DISK
 GH0557_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GH0557_SP_SET: BUILDING
 GH0557_STAMPING: B 205 1985
 GH0557_MARK LOGO: NGS
 GH0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0557+STABILITY: POSITION/ELEVATION WELL
 GH0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0557+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0557
 GH0557  HISTORY     - Date     Condition        Report By
 GH0557  HISTORY     - 1985     MONUMENTED       NGS
 GH0557  HISTORY     - 20091201 GOOD             INDIV
 GH0557
 GH0557                          STATION DESCRIPTION
 GH0557
 GH0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0557'IN ENID.
 GH0557'AT THE INTERSECTION OF NORTH QUINCY AND ELM STREET, VERTICALLY IN THE
 GH0557'SOUTH FACE AT THE SOUTHWEST CORNER OF THE EMERSON JUNIOR HIGH SCHOOL
 GH0557'BUILDING, 17.2 METERS (56.4 FT) NORTH OF THE NORTH CURB OF ELM STREET,
 GH0557'10.4 METERS (34 FT) EAST OF THE SOUTHEAST CORNER OF THE SHOP ANNEX AND
 GH0557'9.3 METERS (30.6 FT) WEST OF THE CENTER OF THE MOST SOUTHWEST ENTRANCE
 GH0557'TO THE SCHOOL.
 GH0557'THE MARK IS 0.55 M ABOVE THE GROUND.
 GH0557
 GH0557                          STATION RECOVERY (2009)
 GH0557
 GH0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0585 ***********************************************************************
 GH0585  DESIGNATION -  B 206
 GH0585  PID         -  GH0585
 GH0585  STATE/COUNTY-  OK/GRANT
 GH0585  COUNTRY     -  US
 GH0585  USGS QUAD   -  MEDFORD (2018)
 GH0585
 GH0585                         *CURRENT SURVEY CONTROL
 GH0585  ______________________________________________________________________
 GH0585* NAD 83(1986) POSITION- 36 47 30.     (N) 097 44 35.     (W)   SCALED
 GH0585* NAVD 88 ORTHO HEIGHT -   330.285 (meters)     1083.61  (feet) ADJUSTED
 GH0585  ______________________________________________________________________
 GH0585  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 GH0585  DYNAMIC HEIGHT  -        330.009 (meters)     1082.70  (feet) COMP
 GH0585  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0585
 GH0585  VERT ORDER      -  FIRST     CLASS II
 GH0585
 GH0585.This mark is at Medford Airport (OK68)
 GH0585
 GH0585.The horizontal coordinates were scaled from a map and have
 GH0585.an estimated accuracy of +/- 6 seconds.
 GH0585
 GH0585.The orthometric height was determined by differential leveling and
 GH0585.adjusted by the NATIONAL GEODETIC SURVEY
 GH0585.in June 1991.
 GH0585
 GH0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0585.GEOID18 height accuracy estimate available here.
 GH0585
 GH0585.Click photographs - Photos may exist for this station.
 GH0585
 GH0585.The dynamic height is computed by dividing the NAVD 88
 GH0585.geopotential number by the normal gravity value computed on the
 GH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0585.degrees latitude (g = 980.6199 gals.).
 GH0585
 GH0585.The modeled gravity was interpolated from observed gravity values.
 GH0585
 GH0585;                    North         East    Units  Estimated Accuracy
 GH0585;SPC OK N     -   198,830.      622,930.      MT  (+/- 180 meters Scaled)
 GH0585
 GH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF121724(NAD 83)
 GH0585
 GH0585                          SUPERSEDED SURVEY CONTROL
 GH0585
 GH0585.No superseded survey control is available for this station.
 GH0585
 GH0585_MARKER: I = METAL ROD
 GH0585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH0585_STAMPING: B 206 1985
 GH0585_MARK LOGO: NGS
 GH0585_PROJECTION: FLUSH
 GH0585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0585+STABILITY: POSITION/ELEVATION WELL
 GH0585_ROD/PIPE-DEPTH: 8.5 meters
 GH0585_SLEEVE-DEPTH  : 6.1 meters
 GH0585
 GH0585  HISTORY     - Date     Condition        Report By
 GH0585  HISTORY     - 1985     MONUMENTED       NGS
 GH0585
 GH0585                          STATION DESCRIPTION
 GH0585
 GH0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0585'2.2 KM (1.35 MI) SSW FROM MEDFORD.
 GH0585'2.2 KM (1.35 MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION
 GH0585'OF STATE ROUTE 11 AT MEDFORD, AT THE ENTRANCE ROAD TO THE MEDFORD
 GH0585'MUNICIPAL AIRPORT, BETWEEN THE SOUTHWEST AND SOUTHEAST LEGS OF A WATER
 GH0585'TOWER, 23.8 METERS (78 FT) SOUTH OF THE CENTER OF THE AIRPORT ENTRANCE
 GH0585'ROAD, 4.5 METERS (14.6 FT) EAST OF THE SOUTHWEST LEG OF THE TOWER, 4.6
 GH0585'METERS (15 FT) WEST OF THE SOUTHEAST LEG OF THE TOWER AND 3.7 METERS
 GH0585'(12 FT) SOUTHWEST OF TRIANGULATION STATION MEDFORD AIRPORT.
 GH0585'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0585'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0592 ***********************************************************************
 GH0592  DESIGNATION -  B 207
 GH0592  PID         -  GH0592
 GH0592  STATE/COUNTY-  OK/KINGFISHER
 GH0592  COUNTRY     -  US
 GH0592  USGS QUAD   -  HENNESSEY (2018)
 GH0592
 GH0592                         *CURRENT SURVEY CONTROL
 GH0592  ______________________________________________________________________
 GH0592* NAD 83(1986) POSITION- 36 03 34.     (N) 097 53 56.     (W)   SCALED
 GH0592* NAVD 88 ORTHO HEIGHT -   336.434 (meters)     1103.78  (feet) ADJUSTED
 GH0592  ______________________________________________________________________
 GH0592  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 GH0592  DYNAMIC HEIGHT  -        336.130 (meters)     1102.79  (feet) COMP
 GH0592  MODELED GRAVITY -    979,721.1   (mgal)                       NAVD 88
 GH0592
 GH0592  VERT ORDER      -  FIRST     CLASS II
 GH0592
 GH0592.The horizontal coordinates were scaled from a map and have
 GH0592.an estimated accuracy of +/- 6 seconds.
 GH0592
 GH0592.The orthometric height was determined by differential leveling and
 GH0592.adjusted by the NATIONAL GEODETIC SURVEY
 GH0592.in June 1991.
 GH0592
 GH0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0592.GEOID18 height accuracy estimate available here.
 GH0592
 GH0592.Click photographs - Photos may exist for this station.
 GH0592
 GH0592.The dynamic height is computed by dividing the NAVD 88
 GH0592.geopotential number by the normal gravity value computed on the
 GH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0592.degrees latitude (g = 980.6199 gals.).
 GH0592
 GH0592.The modeled gravity was interpolated from observed gravity values.
 GH0592
 GH0592;                    North         East    Units  Estimated Accuracy
 GH0592;SPC OK N     -   117,550.      609,110.      MT  (+/- 180 meters Scaled)
 GH0592
 GH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE991911(NAD 83)
 GH0592
 GH0592                          SUPERSEDED SURVEY CONTROL
 GH0592
 GH0592  NGVD 29 (04/22/92)  336.265  (m)         1103.23   (f) ADJUSTED    1 2
 GH0592
 GH0592.Superseded values are not recommended for survey control.
 GH0592
 GH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0592.See file dsdata.pdf to determine how the superseded data were derived.
 GH0592
 GH0592_MARKER: I = METAL ROD
 GH0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0592_STAMPING: B 207 1985
 GH0592_MARK LOGO: NGS
 GH0592_PROJECTION: FLUSH
 GH0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0592_ROD/PIPE-DEPTH: 13.4 meters
 GH0592
 GH0592  HISTORY     - Date     Condition        Report By
 GH0592  HISTORY     - 1985     MONUMENTED       NGS
 GH0592
 GH0592                          STATION DESCRIPTION
 GH0592
 GH0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0592'5.3 KM (3.3 MI) SOUTH FROM HENNESSEY.
 GH0592'5.30 KM (3.29 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0592'HENNESSEY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL SECTION
 GH0592'LINE ROAD, AT THE SOUTHWEST CORNER OF A 3-INCH IRON PIPE FENCE AROUND
 GH0592'THE NORTHWEST OIL FIELD SERVICE, 19.4 METERS (63.5 FT) EAST OF THE
 GH0592'HIGHWAY CENTERLINE, 101.8 METERS (334 FT) NORTH OF THE CENTER OF THE
 GH0592'ROAD, 59.4 METERS (195 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 GH0592'MITCHELL ACID BUILDING, 49.7 METERS (163 FT) SOUTH OF THE CENTER OF
 GH0592'THE T JUNCTION OF A GRAVEL DRIVE LEADING EAST TO THE NORTHWEST OIL
 GH0592'FIELD SERVICE YARD, 1.0 METER (3.4 FT) NORTH OF THE SOUTHWEST CORNER
 GH0592'POST OF THE IRON FENCE AND 0.3 METER (1 FT) WEST OF THE IRON FENCE.
 GH0592'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0592'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0592'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1117 ***********************************************************************
 DM1117  DESIGNATION -  B 208
 DM1117  PID         -  DM1117
 DM1117  STATE/COUNTY-  OK/MCCURTAIN
 DM1117  COUNTRY     -  US
 DM1117  USGS QUAD   -  HAWORTH (2019)
 DM1117
 DM1117                         *CURRENT SURVEY CONTROL
 DM1117  ______________________________________________________________________
 DM1117* NAD 83(1986) POSITION- 33 49 22.     (N) 094 39 09.     (W)   SCALED
 DM1117* NAVD 88 ORTHO HEIGHT -   123.142 (meters)      404.01  (feet) ADJUSTED
 DM1117  ______________________________________________________________________
 DM1117  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 DM1117  DYNAMIC HEIGHT  -        123.016 (meters)      403.60  (feet) COMP
 DM1117  MODELED GRAVITY -    979,612.0   (mgal)                       NAVD 88
 DM1117
 DM1117  VERT ORDER      -  FIRST     CLASS II
 DM1117
 DM1117.The horizontal coordinates were scaled from a map and have
 DM1117.an estimated accuracy of +/- 6 seconds.
 DM1117
 DM1117.The orthometric height was determined by differential leveling and
 DM1117.adjusted by the NATIONAL GEODETIC SURVEY
 DM1117.in June 1991.
 DM1117
 DM1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1117.GEOID18 height accuracy estimate available here.
 DM1117
 DM1117.Click photographs - Photos may exist for this station.
 DM1117
 DM1117.The dynamic height is computed by dividing the NAVD 88
 DM1117.geopotential number by the normal gravity value computed on the
 DM1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1117.degrees latitude (g = 980.6199 gals.).
 DM1117
 DM1117.The modeled gravity was interpolated from observed gravity values.
 DM1117
 DM1117;                    North         East    Units  Estimated Accuracy
 DM1117;SPC OK S     -    59,430.      909,850.      MT  (+/- 180 meters Scaled)
 DM1117
 DM1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT470437(NAD 83)
 DM1117
 DM1117                          SUPERSEDED SURVEY CONTROL
 DM1117
 DM1117.No superseded survey control is available for this station.
 DM1117
 DM1117_MARKER: I = METAL ROD
 DM1117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1117_STAMPING: B 208 1986
 DM1117_MARK LOGO: NGS
 DM1117_PROJECTION: FLUSH
 DM1117_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1117+STABILITY: POSITION/ELEVATION WELL
 DM1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1117+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 DM1117_ROD/PIPE-DEPTH: 13.6 meters
 DM1117_SLEEVE-DEPTH  : 12.2 meters
 DM1117
 DM1117  HISTORY     - Date     Condition        Report By
 DM1117  HISTORY     - 1986     MONUMENTED       NGS
 DM1117  HISTORY     - 19940311 GOOD             NGS
 DM1117
 DM1117                          STATION DESCRIPTION
 DM1117
 DM1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1117'24.1 KM (15.0 MI) EAST FROM IDABEL.
 DM1117'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 DM1117'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1117'U.S. HIGHWAY 259 IN IDABEL, THENCE 20.4 KM (12.7 MI) EASTERLY ALONG
 DM1117'STATE HIGHWAY 3, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD, 16.7
 DM1117'M (54.8 FT) EAST OF THE CENTER OF THE ROAD, AND 13.5 M (44.3 FT) SOUTH
 DM1117'OF THE CENTER OF A GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1117'THROUGH A 5-INCH LOGO CAP.
 DM1117'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DM1117
 DM1117                          STATION RECOVERY (1994)
 DM1117
 DM1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DM1117'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1117'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 DM1117'ALONG A PAVED ROAD, A METAL ROD DRIVEN 13.6 METERS AND FLUSH
 DM1117'WITH THE GROUND, 16.7 M (54.8 FT) EAST OF AND LEVEL WITH THE ROAD
 DM1117'CENTER, 13.5 M (44.3 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, AND
 DM1117'0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 DM1117'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0803 ***********************************************************************
 EK0803  DESIGNATION -  B 209
 EK0803  PID         -  EK0803
 EK0803  STATE/COUNTY-  OK/CHOCTAW
 EK0803  COUNTRY     -  US
 EK0803  USGS QUAD   -  BOSWELL (2018)
 EK0803
 EK0803                         *CURRENT SURVEY CONTROL
 EK0803  ______________________________________________________________________
 EK0803* NAD 83(1986) POSITION- 34 01 28.     (N) 095 52 08.     (W)   SCALED
 EK0803* NAVD 88 ORTHO HEIGHT -   181.673 (meters)      596.04  (feet) ADJUSTED
 EK0803  ______________________________________________________________________
 EK0803  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 EK0803  DYNAMIC HEIGHT  -        181.481 (meters)      595.41  (feet) COMP
 EK0803  MODELED GRAVITY -    979,578.1   (mgal)                       NAVD 88
 EK0803
 EK0803  VERT ORDER      -  FIRST     CLASS II
 EK0803
 EK0803.The horizontal coordinates were scaled from a map and have
 EK0803.an estimated accuracy of +/- 6 seconds.
 EK0803
 EK0803.The orthometric height was determined by differential leveling and
 EK0803.adjusted by the NATIONAL GEODETIC SURVEY
 EK0803.in June 1991.
 EK0803
 EK0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0803.GEOID18 height accuracy estimate available here.
 EK0803
 EK0803.Click photographs - Photos may exist for this station.
 EK0803
 EK0803.The dynamic height is computed by dividing the NAVD 88
 EK0803.geopotential number by the normal gravity value computed on the
 EK0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0803.degrees latitude (g = 980.6199 gals.).
 EK0803
 EK0803.The modeled gravity was interpolated from observed gravity values.
 EK0803
 EK0803;                    North         East    Units  Estimated Accuracy
 EK0803;SPC OK S     -    78,740.      796,810.      MT  (+/- 180 meters Scaled)
 EK0803
 EK0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT350685(NAD 83)
 EK0803
 EK0803                          SUPERSEDED SURVEY CONTROL
 EK0803
 EK0803.No superseded survey control is available for this station.
 EK0803
 EK0803_MARKER: I = METAL ROD
 EK0803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK0803_STAMPING: B 209 1986
 EK0803_MARK LOGO: NGS
 EK0803_PROJECTION: FLUSH
 EK0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0803+STABILITY: POSITION/ELEVATION WELL
 EK0803_ROD/PIPE-DEPTH: 12.2 meters
 EK0803_SLEEVE-DEPTH  : 11.8 meters
 EK0803
 EK0803  HISTORY     - Date     Condition        Report By
 EK0803  HISTORY     - 1986     MONUMENTED       NGS
 EK0803
 EK0803                          STATION DESCRIPTION
 EK0803
 EK0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0803'IN BOSWELL.
 EK0803'IN BOSWELL, AT THE INTERSECTION OF STATE HIGHWAY 109 AND THE
 EK0803'BURLINGTON NORTHERN RAILROAD, 16.8 M (55.1 FT) EAST OF THE CENTERLINE
 EK0803'OF THE HIGHWAY, 13.8 M (45.3 FT) NORTH OF THE CENTER OF A GRAVELED
 EK0803'ROAD LEADING EAST, 11.9 M (39.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL,
 EK0803'AND 2.0 M (6.6 FT) NORTH OF UTILITY POLE NUMBER 3073.  NOTE--ACCESS TO
 EK0803'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0803'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1118 ***********************************************************************
 DM1118  DESIGNATION -  B 210
 DM1118  PID         -  DM1118
 DM1118  STATE/COUNTY-  OK/MCCURTAIN
 DM1118  COUNTRY     -  US
 DM1118  USGS QUAD   -  HAWORTH (2019)
 DM1118
 DM1118                         *CURRENT SURVEY CONTROL
 DM1118  ______________________________________________________________________
 DM1118* NAD 83(1986) POSITION- 33 50 47.     (N) 094 39 07.     (W)   SCALED
 DM1118* NAVD 88 ORTHO HEIGHT -   123.860 (meters)      406.36  (feet) ADJUSTED
 DM1118  ______________________________________________________________________
 DM1118  GEOID HEIGHT    -        -27.452 (meters)                     GEOID18
 DM1118  DYNAMIC HEIGHT  -        123.733 (meters)      405.95  (feet) COMP
 DM1118  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 DM1118
 DM1118  VERT ORDER      -  FIRST     CLASS II
 DM1118
 DM1118.The horizontal coordinates were scaled from a map and have
 DM1118.an estimated accuracy of +/- 6 seconds.
 DM1118
 DM1118.The orthometric height was determined by differential leveling and
 DM1118.adjusted by the NATIONAL GEODETIC SURVEY
 DM1118.in June 1991.
 DM1118
 DM1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1118.GEOID18 height accuracy estimate available here.
 DM1118
 DM1118.Click photographs - Photos may exist for this station.
 DM1118
 DM1118.The dynamic height is computed by dividing the NAVD 88
 DM1118.geopotential number by the normal gravity value computed on the
 DM1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1118.degrees latitude (g = 980.6199 gals.).
 DM1118
 DM1118.The modeled gravity was interpolated from observed gravity values.
 DM1118
 DM1118;                    North         East    Units  Estimated Accuracy
 DM1118;SPC OK S     -    62,050.      909,810.      MT  (+/- 180 meters Scaled)
 DM1118
 DM1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT471463(NAD 83)
 DM1118
 DM1118                          SUPERSEDED SURVEY CONTROL
 DM1118
 DM1118.No superseded survey control is available for this station.
 DM1118
 DM1118_MARKER: I = METAL ROD
 DM1118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1118_STAMPING: B 210 1986
 DM1118_MARK LOGO: NGS
 DM1118_PROJECTION: RECESSED 2 CENTIMETERS
 DM1118_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1118+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 DM1118_ROD/PIPE-DEPTH: 7.3 meters
 DM1118
 DM1118  HISTORY     - Date     Condition        Report By
 DM1118  HISTORY     - 1986     MONUMENTED       NGS
 DM1118  HISTORY     - 19940311 GOOD             NGS
 DM1118
 DM1118                          STATION DESCRIPTION
 DM1118
 DM1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1118'IN HAWORTH.
 DM1118'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DM1118'IN HAWORTH, AT THE INTERSECTION OF STATE HIGHWAY 3 AND ARKANSAS
 DM1118'STREET, 49.0 M (160.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 28.8
 DM1118'M (94.5 FT) NORTH OF THE CENTER OF THE STREET, 12.6 M (41.3 FT) EAST
 DM1118'OF THE NORTHEAST CORNER OF THE TOWN HALL, 6.0 M (19.7 FT)
 DM1118'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE M. W. GRAND LODGE, AND
 DM1118'2.7 M (8.9 FT) SOUTH OF THE SOUTHEAST LEG OF THE CITY WATER TOWER.
 DM1118'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1118
 DM1118                          STATION RECOVERY (1994)
 DM1118
 DM1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DM1118'IN HAWORTH, AT THE INTERSECTION OF STATE HIGHWAY 3 AND EAST ARKANSAS
 DM1118'AVENUE, 49.4 M (162.1 FT) EAST OF THE HIGHWAY CENTERLINE, 28.8 M
 DM1118'(94.5 FT) NORTH OF AND LEVEL WITH THE AVENUE CENTER, 12.6 M
 DM1118'(41.3 FT) EAST OF THE NORTHEAST CORNER OF THE TOWN HALL AND FIRE
 DM1118'STATION, 5.9 M (19.4 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 DM1118'THE M W GRAND LODGE, AND 2.7 M (8.9 FT) SOUTH OF THE SOUTHEAST LEG OF
 DM1118'THE CITY WATER TANK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DM1118'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0664 ***********************************************************************
 EL0664  DESIGNATION -  B 211
 EL0664  PID         -  EL0664
 EL0664  STATE/COUNTY-  OK/STEPHENS
 EL0664  COUNTRY     -  US
 EL0664  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0664
 EL0664                         *CURRENT SURVEY CONTROL
 EL0664  ______________________________________________________________________
 EL0664* NAD 83(1986) POSITION- 34 29 06.     (N) 097 57 33.     (W)   SCALED
 EL0664* NAVD 88 ORTHO HEIGHT -   336.012 (meters)     1102.40  (feet) ADJUSTED
 EL0664  ______________________________________________________________________
 EL0664  GEOID HEIGHT    -        -25.711 (meters)                     GEOID18
 EL0664  DYNAMIC HEIGHT  -        335.668 (meters)     1101.27  (feet) COMP
 EL0664  MODELED GRAVITY -    979,600.1   (mgal)                       NAVD 88
 EL0664
 EL0664  VERT ORDER      -  FIRST     CLASS II
 EL0664
 EL0664.The horizontal coordinates were scaled from a map and have
 EL0664.an estimated accuracy of +/- 6 seconds.
 EL0664
 EL0664.The orthometric height was determined by differential leveling and
 EL0664.adjusted by the NATIONAL GEODETIC SURVEY
 EL0664.in June 1991.
 EL0664
 EL0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0664.GEOID18 height accuracy estimate available here.
 EL0664
 EL0664.Click photographs - Photos may exist for this station.
 EL0664
 EL0664.The dynamic height is computed by dividing the NAVD 88
 EL0664.geopotential number by the normal gravity value computed on the
 EL0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0664.degrees latitude (g = 980.6199 gals.).
 EL0664
 EL0664.The modeled gravity was interpolated from observed gravity values.
 EL0664
 EL0664;                    North         East    Units  Estimated Accuracy
 EL0664;SPC OK S     -   127,750.      603,750.      MT  (+/- 180 meters Scaled)
 EL0664
 EL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND955164(NAD 83)
 EL0664
 EL0664                          SUPERSEDED SURVEY CONTROL
 EL0664
 EL0664.No superseded survey control is available for this station.
 EL0664
 EL0664_MARKER: I = METAL ROD
 EL0664_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0664+WITH SETTING: INFORMATION.
 EL0664_STAMPING: B 211 1986
 EL0664_MARK LOGO: NGS
 EL0664_PROJECTION: FLUSH
 EL0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0664_ROD/PIPE-DEPTH: 2.6 meters
 EL0664
 EL0664  HISTORY     - Date     Condition        Report By
 EL0664  HISTORY     - 1986     MONUMENTED       NGS
 EL0664
 EL0664                          STATION DESCRIPTION
 EL0664
 EL0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0664'IN DUNCAN.
 EL0664'IN DUNCAN, AT THE INTERSECTION OF WEST FAIR PARK BOULEVARD AND SOUTH
 EL0664'9TH STREET, 12.5 M (41.0 FT) SOUTH OF THE CENTER OF THE BOULEVARD, 5.2
 EL0664'M (17.1 FT) EAST OF THE EXTENDED CENTER OF THE STREET, 1.1 M (3.6 FT)
 EL0664'WEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTH OF A FENCE ALONG THE
 EL0664'NORTH BOUNDRY OF THE DUNCAN MUNICIPAL AIRPORT.  NOTE--ACCESS TO DATUM
 EL0664'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0664'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 EL0664'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0955 ***********************************************************************
 DN0955  DESIGNATION -  B 212
 DN0955  PID         -  DN0955
 DN0955  STATE/COUNTY-  OK/BRYAN
 DN0955  COUNTRY     -  US
 DN0955  USGS QUAD   -  ROBERTA (2018)
 DN0955
 DN0955                         *CURRENT SURVEY CONTROL
 DN0955  ______________________________________________________________________
 DN0955* NAD 83(1986) POSITION- 33 59 50.     (N) 096 20 45.     (W)   SCALED
 DN0955* NAVD 88 ORTHO HEIGHT -   202.432 (meters)      664.15  (feet) ADJUSTED
 DN0955  ______________________________________________________________________
 DN0955  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 DN0955  DYNAMIC HEIGHT  -        202.224 (meters)      663.46  (feet) COMP
 DN0955  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 DN0955
 DN0955  VERT ORDER      -  FIRST     CLASS II
 DN0955
 DN0955.The horizontal coordinates were scaled from a map and have
 DN0955.an estimated accuracy of +/- 6 seconds.
 DN0955
 DN0955.The orthometric height was determined by differential leveling and
 DN0955.adjusted by the NATIONAL GEODETIC SURVEY
 DN0955.in June 1991.
 DN0955
 DN0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0955.GEOID18 height accuracy estimate available here.
 DN0955
 DN0955.Click photographs - Photos may exist for this station.
 DN0955
 DN0955.The dynamic height is computed by dividing the NAVD 88
 DN0955.geopotential number by the normal gravity value computed on the
 DN0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0955.degrees latitude (g = 980.6199 gals.).
 DN0955
 DN0955.The modeled gravity was interpolated from observed gravity values.
 DN0955
 DN0955;                    North         East    Units  Estimated Accuracy
 DN0955;SPC OK S     -    74,890.      752,820.      MT  (+/- 180 meters Scaled)
 DN0955
 DN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC451650(NAD 83)
 DN0955
 DN0955                          SUPERSEDED SURVEY CONTROL
 DN0955
 DN0955.No superseded survey control is available for this station.
 DN0955
 DN0955_MARKER: I = METAL ROD
 DN0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0955_STAMPING: B 212 1986
 DN0955_MARK LOGO: NGS
 DN0955_PROJECTION: FLUSH
 DN0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0955_ROD/PIPE-DEPTH: 5.2 meters
 DN0955
 DN0955  HISTORY     - Date     Condition        Report By
 DN0955  HISTORY     - 1986     MONUMENTED       NGS
 DN0955
 DN0955                          STATION DESCRIPTION
 DN0955
 DN0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0955'4.2 KM (2.6 MI) EAST FROM DURANT.
 DN0955'4.2 KM (2.6 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DN0955'U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 22.7 M (74.5 FT) WEST OF THE
 DN0955'WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 15.0 M (49.2 FT)
 DN0955'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.4 M (24.3 FT) EAST OF
 DN0955'UTILITY POLE NUMBER 213.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DN0955'5-INCH LOGO CAP.
 DN0955'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DN0955'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0633 ***********************************************************************
 EL0633  DESIGNATION -  B 213
 EL0633  PID         -  EL0633
 EL0633  STATE/COUNTY-  OK/JEFFERSON
 EL0633  COUNTRY     -  US
 EL0633  USGS QUAD   -  RYAN (2019)
 EL0633
 EL0633                         *CURRENT SURVEY CONTROL
 EL0633  ______________________________________________________________________
 EL0633* NAD 83(1986) POSITION- 34 00 16.0    (N) 097 56 36.1    (W)   HD_HELD2
 EL0633* NAVD 88 ORTHO HEIGHT -   251.868 (meters)      826.34  (feet) ADJUSTED
 EL0633  ______________________________________________________________________
 EL0633  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 EL0633  DYNAMIC HEIGHT  -        251.601 (meters)      825.46  (feet) COMP
 EL0633  MODELED GRAVITY -    979,572.5   (mgal)                       NAVD 88
 EL0633
 EL0633  VERT ORDER      -  FIRST     CLASS II
 EL0633
 EL0633.The horizontal coordinates were established by autonomous hand held GPS
 EL0633.observations and have an estimated accuracy of +/- 10 meters.
 EL0633
 EL0633.The orthometric height was determined by differential leveling and
 EL0633.adjusted by the NATIONAL GEODETIC SURVEY
 EL0633.in June 1991.
 EL0633
 EL0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0633.GEOID18 height accuracy estimate available here.
 EL0633
 EL0633.Click photographs - Photos may exist for this station.
 EL0633
 EL0633.The dynamic height is computed by dividing the NAVD 88
 EL0633.geopotential number by the normal gravity value computed on the
 EL0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0633.degrees latitude (g = 980.6199 gals.).
 EL0633
 EL0633.The modeled gravity was interpolated from observed gravity values.
 EL0633
 EL0633;                    North         East    Units  Estimated Accuracy
 EL0633;SPC OK S     -    74,444.      605,232.      MT  (+/- 10 meters HH2 GPS)
 EL0633
 EL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9757563151(NAD 83)
 EL0633
 EL0633                          SUPERSEDED SURVEY CONTROL
 EL0633
 EL0633.No superseded survey control is available for this station.
 EL0633
 EL0633_MARKER: I = METAL ROD
 EL0633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0633_STAMPING: B 213 1986
 EL0633_MARK LOGO: NGS
 EL0633_PROJECTION: FLUSH
 EL0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0633_ROD/PIPE-DEPTH: 9.8 meters
 EL0633
 EL0633  HISTORY     - Date     Condition        Report By
 EL0633  HISTORY     - 1986     MONUMENTED       NGS
 EL0633
 EL0633                          STATION DESCRIPTION
 EL0633
 EL0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0633'18.1 KM (11.25 MI) SOUTH FROM WAURIKA.
 EL0633'18.1 KM (11.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0633'WITH U.S. HIGHWAY 70 IN WAURIKA, 2.2 KM (1.35 MI) SOUTHEAST OF THE
 EL0633'INTERSECTION OF STATE HIGHWAY 32 IN RYAN, 21.6 M (70.9 FT) SOUTH OF
 EL0633'THE CENTER OF A FIELD ENTRANCE, 19.7 M (64.6 FT) WEST OF THE
 EL0633'CENTERLINE OF THE HIGHWAY, 9.9 M (32.5 FT) SOUTHEAST OF THE SOUTHEAST
 EL0633'CORNER OF A METAL STOCK SHELTER, AND 1.5 M (4.9 FT) NORTH OF A UTILITY
 EL0633'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0633'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EL0633'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0690 ***********************************************************************
 EL0690  DESIGNATION -  B 214
 EL0690  PID         -  EL0690
 EL0690  STATE/COUNTY-  OK/GRADY
 EL0690  COUNTRY     -  US
 EL0690  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0690
 EL0690                         *CURRENT SURVEY CONTROL
 EL0690  ______________________________________________________________________
 EL0690* NAD 83(1986) POSITION- 34 52 20.     (N) 097 57 06.     (W)   SCALED
 EL0690* NAVD 88 ORTHO HEIGHT -   384.098 (meters)     1260.16  (feet) ADJUSTED
 EL0690  ______________________________________________________________________
 EL0690  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 EL0690  DYNAMIC HEIGHT  -        383.712 (meters)     1258.90  (feet) COMP
 EL0690  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 EL0690
 EL0690  VERT ORDER      -  FIRST     CLASS II
 EL0690
 EL0690.The horizontal coordinates were scaled from a map and have
 EL0690.an estimated accuracy of +/- 6 seconds.
 EL0690
 EL0690.The orthometric height was determined by differential leveling and
 EL0690.adjusted by the NATIONAL GEODETIC SURVEY
 EL0690.in June 1991.
 EL0690
 EL0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0690.GEOID18 height accuracy estimate available here.
 EL0690
 EL0690.Click photographs - Photos may exist for this station.
 EL0690
 EL0690.The dynamic height is computed by dividing the NAVD 88
 EL0690.geopotential number by the normal gravity value computed on the
 EL0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0690.degrees latitude (g = 980.6199 gals.).
 EL0690
 EL0690.The modeled gravity was interpolated from observed gravity values.
 EL0690
 EL0690;                    North         East    Units  Estimated Accuracy
 EL0690;SPC OK S     -   170,700.      604,420.      MT  (+/- 180 meters Scaled)
 EL0690
 EL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND958593(NAD 83)
 EL0690
 EL0690                          SUPERSEDED SURVEY CONTROL
 EL0690
 EL0690.No superseded survey control is available for this station.
 EL0690
 EL0690_MARKER: I = METAL ROD
 EL0690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0690+WITH SETTING: INFORMATION.
 EL0690_STAMPING: B 214 1986
 EL0690_MARK LOGO: NGS
 EL0690_PROJECTION: FLUSH
 EL0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0690_ROD/PIPE-DEPTH: 2.4 meters
 EL0690
 EL0690  HISTORY     - Date     Condition        Report By
 EL0690  HISTORY     - 1986     MONUMENTED       NGS
 EL0690
 EL0690                          STATION DESCRIPTION
 EL0690
 EL0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0690'20.8 KM (12.9 MI) SOUTH FROM CHICKASHA.
 EL0690'20.8 KM (12.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 18 FROM THE FEDERAL
 EL0690'BUILDING IN CHICKASHA, AT A POWERLINE CROSSING, 20.8 M (68.2 FT) EAST
 EL0690'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 15.0 M
 EL0690'(49.2 FT) NORTH OF A UTILITY POLE AND A T-FENCE CORNER.  NOTE--ACCESS
 EL0690'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0690'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EL0690'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0799 ***********************************************************************
 FJ0799  DESIGNATION -  B 215
 FJ0799  PID         -  FJ0799
 FJ0799  STATE/COUNTY-  OK/GRADY
 FJ0799  COUNTRY     -  US
 FJ0799  USGS QUAD   -  MINCO (2018)
 FJ0799
 FJ0799                         *CURRENT SURVEY CONTROL
 FJ0799  ______________________________________________________________________
 FJ0799* NAD 83(1986) POSITION- 35 17 01.     (N) 097 57 13.     (W)   SCALED
 FJ0799* NAVD 88 ORTHO HEIGHT -   404.461 (meters)     1326.97  (feet) ADJUSTED
 FJ0799  ______________________________________________________________________
 FJ0799  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 FJ0799  DYNAMIC HEIGHT  -        404.057 (meters)     1325.64  (feet) COMP
 FJ0799  MODELED GRAVITY -    979,622.4   (mgal)                       NAVD 88
 FJ0799
 FJ0799  VERT ORDER      -  FIRST     CLASS II
 FJ0799
 FJ0799.The horizontal coordinates were scaled from a map and have
 FJ0799.an estimated accuracy of +/- 6 seconds.
 FJ0799
 FJ0799.The orthometric height was determined by differential leveling and
 FJ0799.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0799.in June 1991.
 FJ0799
 FJ0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0799.GEOID18 height accuracy estimate available here.
 FJ0799
 FJ0799.Click photographs - Photos may exist for this station.
 FJ0799
 FJ0799.The dynamic height is computed by dividing the NAVD 88
 FJ0799.geopotential number by the normal gravity value computed on the
 FJ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0799.degrees latitude (g = 980.6199 gals.).
 FJ0799
 FJ0799.The modeled gravity was interpolated from observed gravity values.
 FJ0799
 FJ0799;                    North         East    Units  Estimated Accuracy
 FJ0799;SPC OK S     -   216,340.      604,220.      MT  (+/- 180 meters Scaled)
 FJ0799
 FJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE951049(NAD 83)
 FJ0799
 FJ0799                          SUPERSEDED SURVEY CONTROL
 FJ0799
 FJ0799.No superseded survey control is available for this station.
 FJ0799
 FJ0799_MARKER: I = METAL ROD
 FJ0799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0799+WITH SETTING: INFORMATION.
 FJ0799_STAMPING: B 215 1986
 FJ0799_MARK LOGO: NGS
 FJ0799_PROJECTION: FLUSH
 FJ0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0799_ROD/PIPE-DEPTH: 2.0 meters
 FJ0799
 FJ0799  HISTORY     - Date     Condition        Report By
 FJ0799  HISTORY     - 1986     MONUMENTED       NGS
 FJ0799
 FJ0799                          STATION DESCRIPTION
 FJ0799
 FJ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0799'26.3 KM (16.35 MI) SOUTH FROM EL RENO.
 FJ0799'18.4 KM (11.45 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0799'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, THENCE 7.9 KM
 FJ0799'(4.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, 14.7 M (48.2 FT) WEST OF THE
 FJ0799'CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) NORTH OF A UTILITY POLE
 FJ0799'WITH A TRANSFORMER AND METER, AND 4.2 M (13.8 FT) NORTH OF A FENCE
 FJ0799'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0799'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 FJ0799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1390 ***********************************************************************
 FJ1390  DESIGNATION -  B 216
 FJ1390  PID         -  FJ1390
 FJ1390  STATE/COUNTY-  OK/CLEVELAND
 FJ1390  COUNTRY     -  US
 FJ1390  USGS QUAD   -  MOORE (2018)
 FJ1390
 FJ1390                         *CURRENT SURVEY CONTROL
 FJ1390  ______________________________________________________________________
 FJ1390* NAD 83(1986) POSITION- 35 17 26.     (N) 097 28 37.     (W)   SCALED
 FJ1390* NAVD 88 ORTHO HEIGHT -   349.641 (meters)     1147.11  (feet) ADJUSTED
 FJ1390  ______________________________________________________________________
 FJ1390  GEOID HEIGHT    -        -26.685 (meters)                     GEOID18
 FJ1390  DYNAMIC HEIGHT  -        349.302 (meters)     1146.00  (feet) COMP
 FJ1390  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 FJ1390
 FJ1390  VERT ORDER      -  FIRST     CLASS II
 FJ1390
 FJ1390.The horizontal coordinates were scaled from a map and have
 FJ1390.an estimated accuracy of +/- 6 seconds.
 FJ1390
 FJ1390.The orthometric height was determined by differential leveling and
 FJ1390.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1390.in August 1994.
 FJ1390
 FJ1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1390.GEOID18 height accuracy estimate available here.
 FJ1390
 FJ1390.Click photographs - Photos may exist for this station.
 FJ1390
 FJ1390.The dynamic height is computed by dividing the NAVD 88
 FJ1390.geopotential number by the normal gravity value computed on the
 FJ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1390.degrees latitude (g = 980.6199 gals.).
 FJ1390
 FJ1390.The modeled gravity was interpolated from observed gravity values.
 FJ1390
 FJ1390;                    North         East    Units  Estimated Accuracy
 FJ1390;SPC OK S     -   217,230.      647,580.      MT  (+/- 180 meters Scaled)
 FJ1390
 FJ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE384063(NAD 83)
 FJ1390
 FJ1390                          SUPERSEDED SURVEY CONTROL
 FJ1390
 FJ1390.No superseded survey control is available for this station.
 FJ1390
 FJ1390_MARKER: I = METAL ROD
 FJ1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1390_STAMPING: B 216 1994
 FJ1390_MARK LOGO: NGS
 FJ1390_PROJECTION: FLUSH
 FJ1390_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1390+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1390_ROD/PIPE-DEPTH: 10.2 meters
 FJ1390
 FJ1390  HISTORY     - Date     Condition        Report By
 FJ1390  HISTORY     - 1994     MONUMENTED       NGS
 FJ1390
 FJ1390                          STATION DESCRIPTION
 FJ1390
 FJ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1390'0.2 KM (0.10 MI) SOUTHERLY ALONG BROADWAY FROM THE CITY HALL IN MOORE,
 FJ1390'THENCE 0.9 KM (0.55 MI) EASTERLY ALONG EAST MAIN STREET, THENCE 5.3
 FJ1390'KM (3.30 MI) SOUTHERLY ALONG EASTERN AVENUE (24TH AVENUE NORTHWEST),
 FJ1390'27.3 M (89.6 FT) SOUTH OF THE CENTERLINE OF INDIAN HILLS ROAD, 8.9 M
 FJ1390'(29.2 FT) SOUTH OF A FENCE CORNER, 8.5 M (27.9 FT) WEST OF THE AVENUE
 FJ1390'CENTER, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND 0.2 M
 FJ1390'(0.7 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM
 FJ1390'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1407 ***********************************************************************
 FJ1407  DESIGNATION -  B 217
 FJ1407  PID         -  FJ1407
 FJ1407  STATE/COUNTY-  OK/GRADY
 FJ1407  COUNTRY     -  US
 FJ1407  USGS QUAD   -  MINCO (2018)
 FJ1407
 FJ1407                         *CURRENT SURVEY CONTROL
 FJ1407  ______________________________________________________________________
 FJ1407* NAD 83(1986) POSITION- 35 20 03.     (N) 097 59 23.     (W)   SCALED
 FJ1407* NAVD 88 ORTHO HEIGHT -   408.156 (meters)     1339.09  (feet) ADJUSTED
 FJ1407  ______________________________________________________________________
 FJ1407  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 FJ1407  DYNAMIC HEIGHT  -        407.748 (meters)     1337.75  (feet) COMP
 FJ1407  MODELED GRAVITY -    979,622.5   (mgal)                       NAVD 88
 FJ1407
 FJ1407  VERT ORDER      -  FIRST     CLASS II
 FJ1407
 FJ1407.The horizontal coordinates were scaled from a map and have
 FJ1407.an estimated accuracy of +/- 6 seconds.
 FJ1407
 FJ1407.The orthometric height was determined by differential leveling and
 FJ1407.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1407.in August 1994.
 FJ1407
 FJ1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1407.GEOID18 height accuracy estimate available here.
 FJ1407
 FJ1407.Click photographs - Photos may exist for this station.
 FJ1407
 FJ1407.The dynamic height is computed by dividing the NAVD 88
 FJ1407.geopotential number by the normal gravity value computed on the
 FJ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1407.degrees latitude (g = 980.6199 gals.).
 FJ1407
 FJ1407.The modeled gravity was interpolated from observed gravity values.
 FJ1407
 FJ1407;                    North         East    Units  Estimated Accuracy
 FJ1407;SPC OK S     -   221,950.      600,930.      MT  (+/- 180 meters Scaled)
 FJ1407
 FJ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE918105(NAD 83)
 FJ1407
 FJ1407                          SUPERSEDED SURVEY CONTROL
 FJ1407
 FJ1407.No superseded survey control is available for this station.
 FJ1407
 FJ1407_MARKER: I = METAL ROD
 FJ1407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1407_STAMPING: B 217 1994
 FJ1407_MARK LOGO: NGS
 FJ1407_PROJECTION: FLUSH
 FJ1407_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1407+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1407_ROD/PIPE-DEPTH: 7.4 meters
 FJ1407
 FJ1407  HISTORY     - Date     Condition        Report By
 FJ1407  HISTORY     - 1994     MONUMENTED       NGS
 FJ1407
 FJ1407                          STATION DESCRIPTION
 FJ1407
 FJ1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1407'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FJ1407'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FJ1407'THENCE 4.4 KM (2.75 MI) WESTERLY ALONG STATE HIGHWAY 152, 19.1 M
 FJ1407'(62.7 FT)  SOUTH OF THE HIGHWAY CENTERLINE, 9.4 M (30.8 FT) WEST OF
 FJ1407'THE EXTENDED CENTER OF EMORY ROAD, 4.1 M (13.5 FT) WEST OF T-JUNCTION
 FJ1407'UTILITY POLE WITH 1 GUY CABLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 FJ1407'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND THE CENTER 1
 FJ1407'OF 3 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 FJ1407'A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1058 ***********************************************************************
 EL1058  DESIGNATION -  B 218
 EL1058  PID         -  EL1058
 EL1058  STATE/COUNTY-  OK/CARTER
 EL1058  COUNTRY     -  US
 EL1058  USGS QUAD   -  ARDMORE EAST (2018)
 EL1058
 EL1058                         *CURRENT SURVEY CONTROL
 EL1058  ______________________________________________________________________
 EL1058* NAD 83(1986) POSITION- 34 11 13.87   (N) 097 06 08.30   (W)   HD_HELD1
 EL1058* NAVD 88 ORTHO HEIGHT -   254.800 (meters)      835.96  (feet) ADJUSTED
 EL1058  ______________________________________________________________________
 EL1058  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 EL1058  DYNAMIC HEIGHT  -        254.533 (meters)      835.08  (feet) COMP
 EL1058  MODELED GRAVITY -    979,580.4   (mgal)                       NAVD 88
 EL1058
 EL1058  VERT ORDER      -  FIRST     CLASS II
 EL1058
 EL1058.The horizontal coordinates were determined by differentially corrected
 EL1058.hand held GPS observations or other comparable positioning techniques
 EL1058.and have an estimated accuracy of +/- 3 meters.
 EL1058
 EL1058.The orthometric height was determined by differential leveling and
 EL1058.adjusted by the NATIONAL GEODETIC SURVEY
 EL1058.in August 1994.
 EL1058
 EL1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1058.GEOID18 height accuracy estimate available here.
 EL1058
 EL1058.Click photographs - Photos may exist for this station.
 EL1058
 EL1058.The dynamic height is computed by dividing the NAVD 88
 EL1058.geopotential number by the normal gravity value computed on the
 EL1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1058.degrees latitude (g = 980.6199 gals.).
 EL1058
 EL1058.The modeled gravity was interpolated from observed gravity values.
 EL1058
 EL1058;                    North         East    Units  Estimated Accuracy
 EL1058;SPC OK S     -    95,080.2     682,746.5     MT  (+/- 3 meters HH1 GPS) 
 EL1058
 EL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7487484538(NAD 83)
 EL1058
 EL1058                          SUPERSEDED SURVEY CONTROL
 EL1058
 EL1058.No superseded survey control is available for this station.
 EL1058
 EL1058_MARKER: F = FLANGE-ENCASED ROD
 EL1058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1058_STAMPING: B 218 1994
 EL1058_MARK LOGO: NGS
 EL1058_PROJECTION: FLUSH
 EL1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1058+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2022
 EL1058_ROD/PIPE-DEPTH: 5.7 meters
 EL1058
 EL1058  HISTORY     - Date     Condition        Report By
 EL1058  HISTORY     - 1994     MONUMENTED       NGS
 EL1058  HISTORY     - 19990921 GOOD             OKDOT
 EL1058  HISTORY     - 20220919 GOOD             WHE
 EL1058
 EL1058                          STATION DESCRIPTION
 EL1058
 EL1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1058'0.2 KM (0.10 MI) EASTERLY ALONG 1ST AVENUE SOUTHWEST FROM THE POST
 EL1058'OFFICE IN ARDMORE, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG WASHINGTON
 EL1058'STREET, THENCE 2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 199,
 EL1058'11.4 M (37.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 EL1058'THE HIGHWAY, 11.4 M (37.4 FT) EAST OF THE CENTER OF A DRIVEWAY AND
 EL1058'GATE, 6.8 M (22.3 FT) WEST-SOUTHWEST OF UTILITY LIGHT POLE NUMBER
 EL1058'1908, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 EL1058'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 EL1058'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EL1058
 EL1058                          STATION RECOVERY (1999)
 EL1058
 EL1058'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1999 (CRB)
 EL1058'MARKER COVERED BY .3 FT (9.1 CM) OF SOIL DUE TO CONSTRUCTION OF
 EL1058'ELECTRIC LINE NEAR BY.  SURVEYED FROM A 218 AND SURVEY APPEARS
 EL1058'ACCURATE TO POINT.
 EL1058
 EL1058                          STATION RECOVERY (2022)
 EL1058
 EL1058'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2022 (TC)
 EL1058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1486 ***********************************************************************
 DM1486  DESIGNATION -  B 219
 DM1486  PID         -  DM1486
 DM1486  STATE/COUNTY-  OK/MCCURTAIN
 DM1486  COUNTRY     -  US
 DM1486  USGS QUAD   -  HAWORTH (2019)
 DM1486
 DM1486                         *CURRENT SURVEY CONTROL
 DM1486  ______________________________________________________________________
 DM1486* NAD 83(1986) POSITION- 33 47 41.     (N) 094 39 37.     (W)   SCALED
 DM1486* NAVD 88 ORTHO HEIGHT -   127.961 (meters)      419.82  (feet) ADJUSTED
 DM1486  ______________________________________________________________________
 DM1486  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 DM1486  DYNAMIC HEIGHT  -        127.830 (meters)      419.39  (feet) COMP
 DM1486  MODELED GRAVITY -    979,609.5   (mgal)                       NAVD 88
 DM1486
 DM1486  VERT ORDER      -  FIRST     CLASS II
 DM1486
 DM1486.The horizontal coordinates were scaled from a map and have
 DM1486.an estimated accuracy of +/- 6 seconds.
 DM1486
 DM1486.The orthometric height was determined by differential leveling and
 DM1486.adjusted by the NATIONAL GEODETIC SURVEY
 DM1486.in August 1994.
 DM1486
 DM1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1486.GEOID18 height accuracy estimate available here.
 DM1486
 DM1486.Click photographs - Photos may exist for this station.
 DM1486
 DM1486.The dynamic height is computed by dividing the NAVD 88
 DM1486.geopotential number by the normal gravity value computed on the
 DM1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1486.degrees latitude (g = 980.6199 gals.).
 DM1486
 DM1486.The modeled gravity was interpolated from observed gravity values.
 DM1486
 DM1486;                    North         East    Units  Estimated Accuracy
 DM1486;SPC OK S     -    56,300.      909,230.      MT  (+/- 180 meters Scaled)
 DM1486
 DM1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT463406(NAD 83)
 DM1486
 DM1486                          SUPERSEDED SURVEY CONTROL
 DM1486
 DM1486.No superseded survey control is available for this station.
 DM1486
 DM1486_MARKER: I = METAL ROD
 DM1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1486_STAMPING: B 219 1994
 DM1486_MARK LOGO: NGS
 DM1486_PROJECTION: FLUSH
 DM1486_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1486+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1486_ROD/PIPE-DEPTH: 5.4 meters
 DM1486
 DM1486  HISTORY     - Date     Condition        Report By
 DM1486  HISTORY     - 1994     MONUMENTED       NGS
 DM1486
 DM1486                          STATION DESCRIPTION
 DM1486
 DM1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1486'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1486'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 3.7 KM (2.30 MI) SOUTHERLY
 DM1486'ALONG A PAVED ROAD, 13.6 M (44.6 FT) WEST OF AND LEVEL WITH THE ROAD
 DM1486'CENTER, 5.3 M (17.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.3 M
 DM1486'(1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF A FENCE.
 DM1486'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9259 ***********************************************************************
 AC9259  DESIGNATION -  B 221
 AC9259  PID         -  AC9259
 AC9259  STATE/COUNTY-  OK/DEWEY
 AC9259  COUNTRY     -  US
 AC9259  USGS QUAD   -  MUTUAL SW (2018)
 AC9259
 AC9259                         *CURRENT SURVEY CONTROL
 AC9259  ______________________________________________________________________
 AC9259* NAD 83(1986) POSITION- 36 05 11.     (N) 099 14 25.     (W)   SCALED
 AC9259* NAVD 88 ORTHO HEIGHT -   647.675 (meters)     2124.91  (feet) ADJUSTED
 AC9259  ______________________________________________________________________
 AC9259  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 AC9259  DYNAMIC HEIGHT  -        647.030 (meters)     2122.80  (feet) COMP
 AC9259  MODELED GRAVITY -    979,616.1   (mgal)                       NAVD 88
 AC9259
 AC9259  VERT ORDER      -  SECOND    CLASS I
 AC9259
 AC9259.The horizontal coordinates were scaled from a map and have
 AC9259.an estimated accuracy of +/- 6 seconds.
 AC9259
 AC9259.The orthometric height was determined by differential leveling and
 AC9259.adjusted by the NATIONAL GEODETIC SURVEY
 AC9259.in July 2002.
 AC9259
 AC9259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9259.GEOID18 height accuracy estimate available here.
 AC9259
 AC9259.Click photographs - Photos may exist for this station.
 AC9259
 AC9259.The dynamic height is computed by dividing the NAVD 88
 AC9259.geopotential number by the normal gravity value computed on the
 AC9259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9259.degrees latitude (g = 980.6199 gals.).
 AC9259
 AC9259.The modeled gravity was interpolated from observed gravity values.
 AC9259
 AC9259;                    North         East    Units  Estimated Accuracy
 AC9259;SPC OK N     -   121,250.      488,300.      MT  (+/- 180 meters Scaled)
 AC9259
 AC9259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME783935(NAD 83)
 AC9259
 AC9259                          SUPERSEDED SURVEY CONTROL
 AC9259
 AC9259.No superseded survey control is available for this station.
 AC9259
 AC9259_MARKER: I = METAL ROD
 AC9259_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9259_STAMPING: B 221 1997
 AC9259_MARK LOGO: NGS
 AC9259_PROJECTION: FLUSH
 AC9259_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9259+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9259_ROD/PIPE-DEPTH: 3.4 meters
 AC9259_SLEEVE-DEPTH  : 0.9 meters
 AC9259
 AC9259  HISTORY     - Date     Condition        Report By
 AC9259  HISTORY     - 1997     MONUMENTED       NGS
 AC9259
 AC9259                          STATION DESCRIPTION
 AC9259
 AC9259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9259'8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AC9259'IN VICI, THENCE 2.1 KM (1.30 MI) EASTERLY ALONG A PAVED ROAD, 23.4 M
 AC9259'(76.8 FT) SOUTH OF THE ROAD CENTER, 10.4 M (34.1 FT) WEST OF THE
 AC9259'CENTER OF A DIRT ROAD, 3.5 M (11.5 FT) SOUTH OF THE CENTER OF BRACED
 AC9259'FENCE POSTS, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 AC9259'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9259'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9259'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0307 ***********************************************************************
 GL0307  DESIGNATION -  B 23
 GL0307  PID         -  GL0307
 GL0307  STATE/COUNTY-  OK/CIMARRON
 GL0307  COUNTRY     -  US
 GL0307  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL0307
 GL0307                         *CURRENT SURVEY CONTROL
 GL0307  ______________________________________________________________________
 GL0307* NAD 83(1986) POSITION- 36 57 54.     (N) 102 30 50.     (W)   SCALED
 GL0307* NAVD 88 ORTHO HEIGHT -  1219.902 (meters)     4002.30  (feet) ADJUSTED
 GL0307  ______________________________________________________________________
 GL0307  GEOID HEIGHT    -        -23.707 (meters)                     GEOID18
 GL0307  DYNAMIC HEIGHT  -       1218.594 (meters)     3998.00  (feet) COMP
 GL0307  MODELED GRAVITY -    979,517.1   (mgal)                       NAVD 88
 GL0307
 GL0307  VERT ORDER      -  FIRST     CLASS II
 GL0307
 GL0307.The horizontal coordinates were scaled from a map and have
 GL0307.an estimated accuracy of +/- 6 seconds.
 GL0307
 GL0307.The orthometric height was determined by differential leveling and
 GL0307.adjusted by the NATIONAL GEODETIC SURVEY
 GL0307.in June 1991.
 GL0307
 GL0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0307.GEOID18 height accuracy estimate available here.
 GL0307
 GL0307.Click photographs - Photos may exist for this station.
 GL0307
 GL0307.The dynamic height is computed by dividing the NAVD 88
 GL0307.geopotential number by the normal gravity value computed on the
 GL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0307.degrees latitude (g = 980.6199 gals.).
 GL0307
 GL0307.The modeled gravity was interpolated from observed gravity values.
 GL0307
 GL0307;                    North         East    Units  Estimated Accuracy
 GL0307;SPC OK N     -   227,380.      198,160.      MT  (+/- 180 meters Scaled)
 GL0307
 GL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA213938(NAD 83)
 GL0307
 GL0307                          SUPERSEDED SURVEY CONTROL
 GL0307
 GL0307  NGVD 29 (??/??/92) 1219.332  (m)         4000.43   (f) ADJ UNCH    1 2
 GL0307
 GL0307.Superseded values are not recommended for survey control.
 GL0307
 GL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0307.See file dsdata.pdf to determine how the superseded data were derived.
 GL0307
 GL0307_MARKER: DB = BENCH MARK DISK
 GL0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0307_SP_SET: BRIDGE
 GL0307_STAMPING: B 23 1933
 GL0307_MARK LOGO: CGS
 GL0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0307
 GL0307  HISTORY     - Date     Condition        Report By
 GL0307  HISTORY     - 1933     MONUMENTED       CGS
 GL0307  HISTORY     - 1942     GOOD             CGS
 GL0307  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0307
 GL0307                          STATION DESCRIPTION
 GL0307
 GL0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GL0307'16.8 MI N FROM BOISE CITY.
 GL0307'16.8 MILES NORTH BY HIGHWAY FROM THE COUNTY COURTHOUSE, NEAR THE
 GL0307'NORTHWEST CORNER OF SECTION 27, T 6 N, R 5 E, LOCATED ALONG THE
 GL0307'RIGHT-OF-WAY OF THE ABANDONED HIGHWAY, 1.9 MILES SOUTH OF THE
 GL0307'COLORADO-OKLAHOMA STATE LINE, 3.2 MILES NORTH OF BRIDGE OVER THE
 GL0307'CIMARRON RIVER TO A FENCE RUNNING EAST, THENCE EAST ALONG THE FENCE
 GL0307'APPROXIMATELY 0.5 MILES TO THE OLD HIGHWAY.
 GL0307
 GL0307                          STATION RECOVERY (1985)
 GL0307
 GL0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0307'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0197 ***********************************************************************
 GG0197  DESIGNATION -  B 238
 GG0197  PID         -  GG0197
 GG0197  STATE/COUNTY-  OK/ADAIR
 GG0197  COUNTRY     -  US
 GG0197  USGS QUAD   -  WATTS (2019)
 GG0197
 GG0197                         *CURRENT SURVEY CONTROL
 GG0197  ______________________________________________________________________
 GG0197* NAD 83(1986) POSITION- 36 05 12.     (N) 094 35 13.     (W)   SCALED
 GG0197* NAVD 88 ORTHO HEIGHT -   297.142 (meters)      974.87  (feet) ADJUSTED
 GG0197  ______________________________________________________________________
 GG0197  GEOID HEIGHT    -        -28.488 (meters)                     GEOID18
 GG0197  DYNAMIC HEIGHT  -        296.879 (meters)      974.01  (feet) COMP
 GG0197  MODELED GRAVITY -    979,738.7   (mgal)                       NAVD 88
 GG0197
 GG0197  VERT ORDER      -  SECOND    CLASS 0
 GG0197
 GG0197.The horizontal coordinates were scaled from a map and have
 GG0197.an estimated accuracy of +/- 6 seconds.
 GG0197
 GG0197.The orthometric height was determined by differential leveling and
 GG0197.adjusted by the NATIONAL GEODETIC SURVEY
 GG0197.in June 1991.
 GG0197
 GG0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0197.GEOID18 height accuracy estimate available here.
 GG0197
 GG0197.Click photographs - Photos may exist for this station.
 GG0197
 GG0197.The dynamic height is computed by dividing the NAVD 88
 GG0197.geopotential number by the normal gravity value computed on the
 GG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0197.degrees latitude (g = 980.6199 gals.).
 GG0197
 GG0197.The modeled gravity was interpolated from observed gravity values.
 GG0197
 GG0197;                    North         East    Units  Estimated Accuracy
 GG0197;SPC OK N     -   125,970.      907,320.      MT  (+/- 180 meters Scaled)
 GG0197
 GG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV571947(NAD 83)
 GG0197
 GG0197                          SUPERSEDED SURVEY CONTROL
 GG0197
 GG0197  NGVD 29 (??/??/92)  297.007  (m)          974.43   (f) ADJ UNCH    2 0
 GG0197
 GG0197.Superseded values are not recommended for survey control.
 GG0197
 GG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0197.See file dsdata.pdf to determine how the superseded data were derived.
 GG0197
 GG0197_MARKER: Z = SEE DESCRIPTION
 GG0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0197_SP_SET: ABUTMENT
 GG0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0197
 GG0197  HISTORY     - Date     Condition        Report By
 GG0197  HISTORY     - UNK      MONUMENTED       KCSRR
 GG0197  HISTORY     - 1934     GOOD             CGS
 GG0197  HISTORY     - 1960     GOOD             CGS
 GG0197
 GG0197                          STATION DESCRIPTION
 GG0197
 GG0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0197'1.8 MI S FROM WATTS.
 GG0197'1.8 MILES SOUTH OF WATTS K.C.S. RR STATION IN THE NORTHEAST
 GG0197'CORNER OF CONCRETE ABUTMENT.  PAINTED ON KANSAS CITY SOUTHERN
 GG0197'RAILROAD TRACK.
 GG0197
 GG0197                          STATION RECOVERY (1960)
 GG0197
 GG0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0280 ***********************************************************************
 FK0280  DESIGNATION -  B 25
 FK0280  PID         -  FK0280
 FK0280  STATE/COUNTY-  OK/DEWEY
 FK0280  COUNTRY     -  US
 FK0280  USGS QUAD   -  TRAIL (2018)
 FK0280
 FK0280                         *CURRENT SURVEY CONTROL
 FK0280  ______________________________________________________________________
 FK0280* NAD 83(1986) POSITION- 35 56 35.     (N) 099 19 36.     (W)   SCALED
 FK0280* NAVD 88 ORTHO HEIGHT -   615.353 (meters)     2018.87  (feet) ADJUSTED
 FK0280  ______________________________________________________________________
 FK0280  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 FK0280  DYNAMIC HEIGHT  -        614.730 (meters)     2016.83  (feet) COMP
 FK0280  MODELED GRAVITY -    979,600.7   (mgal)                       NAVD 88
 FK0280
 FK0280  VERT ORDER      -  SECOND    CLASS 0
 FK0280
 FK0280.The horizontal coordinates were scaled from a map and have
 FK0280.an estimated accuracy of +/- 6 seconds.
 FK0280
 FK0280.The orthometric height was determined by differential leveling and
 FK0280.adjusted by the NATIONAL GEODETIC SURVEY
 FK0280.in June 1991.
 FK0280
 FK0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0280.GEOID18 height accuracy estimate available here.
 FK0280
 FK0280.Click photographs - Photos may exist for this station.
 FK0280
 FK0280.The dynamic height is computed by dividing the NAVD 88
 FK0280.geopotential number by the normal gravity value computed on the
 FK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0280.degrees latitude (g = 980.6199 gals.).
 FK0280
 FK0280.The modeled gravity was interpolated from observed gravity values.
 FK0280
 FK0280;                    North         East    Units  Estimated Accuracy
 FK0280;SPC OK N     -   105,450.      480,310.      MT  (+/- 180 meters Scaled)
 FK0280
 FK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME705776(NAD 83)
 FK0280
 FK0280                          SUPERSEDED SURVEY CONTROL
 FK0280
 FK0280  NGVD 29 (??/??/92)  615.098  (m)         2018.03   (f) ADJ UNCH    2 0
 FK0280
 FK0280.Superseded values are not recommended for survey control.
 FK0280
 FK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0280.See file dsdata.pdf to determine how the superseded data were derived.
 FK0280
 FK0280_MARKER: DB = BENCH MARK DISK
 FK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0280_STAMPING: B 25 1934
 FK0280_MARK LOGO: CGS
 FK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0280+STABILITY: SURFACE MOTION
 FK0280
 FK0280  HISTORY     - Date     Condition        Report By
 FK0280  HISTORY     - 1934     MONUMENTED       CGS
 FK0280
 FK0280                          STATION DESCRIPTION
 FK0280
 FK0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0280'3 MI SE FROM TRAIL.
 FK0280'3.0 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0280'FROM THE STATION AT TRAIL, DEWEY COUNTY, 175 FEET NORTHWEST
 FK0280'OF MILEPOST 178, 45 FEET NORTH OF THE NORTH RAIL, AND 12 FEET
 FK0280'EAST OF A WOVEN-WIRE GATE ON THE RIGHT-OF-WAY LINE.  A STANDARD
 FK0280'DISK, STAMPED B 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0342 ***********************************************************************
 FK0342  DESIGNATION -  B 26
 FK0342  PID         -  FK0342
 FK0342  STATE/COUNTY-  OK/BECKHAM
 FK0342  COUNTRY     -  US
 FK0342  USGS QUAD   -  ELK CITY (2018)
 FK0342
 FK0342                         *CURRENT SURVEY CONTROL
 FK0342  ______________________________________________________________________
 FK0342* NAD 83(1986) POSITION- 35 24 22.8    (N) 099 24 16.0    (W)   HD_HELD2
 FK0342* NAVD 88 ORTHO HEIGHT -   584.455 (meters)     1917.50  (feet) ADJUSTED
 FK0342  ______________________________________________________________________
 FK0342  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 FK0342  DYNAMIC HEIGHT  -        583.844 (meters)     1915.49  (feet) COMP
 FK0342  MODELED GRAVITY -    979,570.8   (mgal)                       NAVD 88
 FK0342
 FK0342  VERT ORDER      -  FIRST     CLASS II
 FK0342
 FK0342.The horizontal coordinates were established by autonomous hand held GPS
 FK0342.observations and have an estimated accuracy of +/- 10 meters.
 FK0342
 FK0342.The orthometric height was determined by differential leveling and
 FK0342.adjusted by the NATIONAL GEODETIC SURVEY
 FK0342.in June 1991.
 FK0342
 FK0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0342.GEOID18 height accuracy estimate available here.
 FK0342
 FK0342.Click photographs - Photos may exist for this station.
 FK0342
 FK0342.The dynamic height is computed by dividing the NAVD 88
 FK0342.geopotential number by the normal gravity value computed on the
 FK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0342.degrees latitude (g = 980.6199 gals.).
 FK0342
 FK0342.The modeled gravity was interpolated from observed gravity values.
 FK0342
 FK0342;                    North         East    Units  Estimated Accuracy
 FK0342;SPC OK S     -   230,843.      472,427.      MT  (+/- 10 meters HH2 GPS)
 FK0342
 FK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME6327718180(NAD 83)
 FK0342
 FK0342                          SUPERSEDED SURVEY CONTROL
 FK0342
 FK0342  NGVD 29 (??/??/92)  584.193  (m)         1916.64   (f) ADJ UNCH    1 2
 FK0342
 FK0342.Superseded values are not recommended for survey control.
 FK0342
 FK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0342.See file dsdata.pdf to determine how the superseded data were derived.
 FK0342
 FK0342_MARKER: DB = BENCH MARK DISK
 FK0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0342_SP_SET: BUILDING
 FK0342_STAMPING: B 26 1934
 FK0342_MARK LOGO: CGS
 FK0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0342+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0342
 FK0342  HISTORY     - Date     Condition        Report By
 FK0342  HISTORY     - 1934     MONUMENTED       CGS
 FK0342  HISTORY     - 1953     GOOD             CGS
 FK0342  HISTORY     - 19951124 GOOD             OKDOT
 FK0342  HISTORY     - 20050803 GOOD             GEOCAC
 FK0342
 FK0342                          STATION DESCRIPTION
 FK0342
 FK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0342'AT ELK CITY.
 FK0342'AT ELK CITY, BECKHAM COUNTY, AT THE MISSOURI-KANSAS-TEXAS
 FK0342'RAILROAD STATION, IN THE SOUTHEAST BRICK WALL, MIDWAY BETWEEN TWO
 FK0342'WINDOWS SOUTHWEST OF THE MAIN ENTRANCE TO THE WAITING ROOM, AND
 FK0342'ABOUT 4 FEET HIGHER THAN THE PLATFORM.  A STANDARD DISK, STAMPED
 FK0342'B 26 1934 AND SET VERTICALLY.
 FK0342
 FK0342                          STATION RECOVERY (1995)
 FK0342
 FK0342'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0342'IN ELK CITY, FROM THE JUNCTION OF I-40 AND SH 6, GO NORTH ON SH 6
 FK0342'(MAIN STREET) , FOR 1.85 KM (1.15 MI) TO E.  8TH STREET AND THE MARK
 FK0342'ON THE RIGHT, OR FROM THE JUNCTION OF I-40B AND SH 6 (E 3RD STREET) ,
 FK0342'IN DOWNTOWN ELK CITY, GO SOUTH ON SH 6 (MAIN STREET) FOR 0.64 KM (0.40
 FK0342'MI) TO E.  8TH STREET AND THE MARK ON THE LEFT.  MARK IS LOCATED IN
 FK0342'THE SOUTH BRICK WALL OF THE OLD MK AND T RAILROAD DEPOT, 3.88 M (12.73
 FK0342'FT) EAST OF THE SOUTHWEST CORNER OF THE DEPOT, 1.20 M (3.94 FT) ABOVE
 FK0342'BRICK WALL.
 FK0342
 FK0342                          STATION RECOVERY (2005)
 FK0342
 FK0342'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0342'THE BUILDING IS NOW OCCUPIED BY THE KATY DEPOT FAMILY RESTAURANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0276 ***********************************************************************
 FK0276  DESIGNATION -  B 28
 FK0276  PID         -  FK0276
 FK0276  STATE/COUNTY-  OK/CUSTER
 FK0276  COUNTRY     -  US
 FK0276  USGS QUAD   -  CLINTON (2018)
 FK0276
 FK0276                         *CURRENT SURVEY CONTROL
 FK0276  ______________________________________________________________________
 FK0276* NAD 83(1986) POSITION- 35 30 16.     (N) 098 58 03.     (W)   SCALED
 FK0276* NAVD 88 ORTHO HEIGHT -   464.843 (meters)     1525.07  (feet) ADJUSTED
 FK0276  ______________________________________________________________________
 FK0276  GEOID HEIGHT    -        -27.241 (meters)                     GEOID18
 FK0276  DYNAMIC HEIGHT  -        464.377 (meters)     1523.54  (feet) COMP
 FK0276  MODELED GRAVITY -    979,617.9   (mgal)                       NAVD 88
 FK0276
 FK0276  VERT ORDER      -  SECOND    CLASS 0
 FK0276
 FK0276.The horizontal coordinates were scaled from a map and have
 FK0276.an estimated accuracy of +/- 6 seconds.
 FK0276
 FK0276.The orthometric height was determined by differential leveling and
 FK0276.adjusted by the NATIONAL GEODETIC SURVEY
 FK0276.in June 1991.
 FK0276
 FK0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0276.GEOID18 height accuracy estimate available here.
 FK0276
 FK0276.Click photographs - Photos may exist for this station.
 FK0276
 FK0276.The dynamic height is computed by dividing the NAVD 88
 FK0276.geopotential number by the normal gravity value computed on the
 FK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0276.degrees latitude (g = 980.6199 gals.).
 FK0276
 FK0276.The modeled gravity was interpolated from observed gravity values.
 FK0276
 FK0276;                    North         East    Units  Estimated Accuracy
 FK0276;SPC OK N     -    56,410.      512,230.      MT  (+/- 180 meters Scaled)
 FK0276
 FK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE029289(NAD 83)
 FK0276
 FK0276                          SUPERSEDED SURVEY CONTROL
 FK0276
 FK0276  NGVD 29 (??/??/92)  464.635  (m)         1524.39   (f) ADJ UNCH    2 0
 FK0276
 FK0276.Superseded values are not recommended for survey control.
 FK0276
 FK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0276.See file dsdata.pdf to determine how the superseded data were derived.
 FK0276
 FK0276_MARKER: DB = BENCH MARK DISK
 FK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0276_STAMPING: B 28 1934
 FK0276_MARK LOGO: CGS
 FK0276_PROJECTION: PROJECTING 9 CENTIMETERS
 FK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0276+STABILITY: SURFACE MOTION
 FK0276
 FK0276  HISTORY     - Date     Condition        Report By
 FK0276  HISTORY     - 1934     MONUMENTED       CGS
 FK0276  HISTORY     - 1953     GOOD             CGS
 FK0276  HISTORY     - 1956     MARK NOT FOUND   USGS
 FK0276
 FK0276                          STATION DESCRIPTION
 FK0276
 FK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0276'1 MI S FROM CLINTON.
 FK0276'1.0 MILE SOUTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 FK0276'FROM THE STATION AT CLINTON, 15 POLES SOUTH OF MILEPOST 681,
 FK0276'36 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE, 43.3 FEET NORTH
 FK0276'OF THE NORTH RAIL, 3 FEET SOUTH OF A FENCE, 2.6 FEET EAST OF A
 FK0276'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0276'0.3 FOOT ABOVE THE GROUND.  THIS MARK WAS NOT LEVELED OVER.
 FK0276
 FK0276                          STATION RECOVERY (1956)
 FK0276
 FK0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FK0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0393 ***********************************************************************
 FK0393  DESIGNATION -  B 29
 FK0393  PID         -  FK0393
 FK0393  STATE/COUNTY-  OK/KIOWA
 FK0393  COUNTRY     -  US
 FK0393  USGS QUAD   -  HOBART (2018)
 FK0393
 FK0393                         *CURRENT SURVEY CONTROL
 FK0393  ______________________________________________________________________
 FK0393* NAD 83(1986) POSITION- 35 01 11.     (N) 099 05 06.     (W)   SCALED
 FK0393* NAVD 88 ORTHO HEIGHT -   463.740 (meters)     1521.45  (feet) ADJUSTED
 FK0393  ______________________________________________________________________
 FK0393  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 FK0393  DYNAMIC HEIGHT  -        463.282 (meters)     1519.95  (feet) COMP
 FK0393  MODELED GRAVITY -    979,633.2   (mgal)                       NAVD 88
 FK0393
 FK0393  VERT ORDER      -  SECOND    CLASS 0
 FK0393
 FK0393.The horizontal coordinates were scaled from a map and have
 FK0393.an estimated accuracy of +/- 6 seconds.
 FK0393
 FK0393.The orthometric height was determined by differential leveling and
 FK0393.adjusted by the NATIONAL GEODETIC SURVEY
 FK0393.in June 1991.
 FK0393
 FK0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0393.GEOID18 height accuracy estimate available here.
 FK0393
 FK0393.Click photographs - Photos may exist for this station.
 FK0393
 FK0393.The dynamic height is computed by dividing the NAVD 88
 FK0393.geopotential number by the normal gravity value computed on the
 FK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0393.degrees latitude (g = 980.6199 gals.).
 FK0393
 FK0393.The modeled gravity was interpolated from observed gravity values.
 FK0393
 FK0393;                    North         East    Units  Estimated Accuracy
 FK0393;SPC OK S     -   187,600.      500,980.      MT  (+/- 180 meters Scaled)
 FK0393
 FK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD922752(NAD 83)
 FK0393
 FK0393                          SUPERSEDED SURVEY CONTROL
 FK0393
 FK0393  NGVD 29 (??/??/92)  463.575  (m)         1520.91   (f) ADJ UNCH    2 0
 FK0393
 FK0393.Superseded values are not recommended for survey control.
 FK0393
 FK0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0393.See file dsdata.pdf to determine how the superseded data were derived.
 FK0393
 FK0393_MARKER: DB = BENCH MARK DISK
 FK0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0393_SP_SET: BRIDGE
 FK0393_STAMPING: B 29 1934
 FK0393_MARK LOGO: CGS
 FK0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0393
 FK0393  HISTORY     - Date     Condition        Report By
 FK0393  HISTORY     - 1934     MONUMENTED       CGS
 FK0393
 FK0393                          STATION DESCRIPTION
 FK0393
 FK0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0393'0.5 MI S FROM HOBART.
 FK0393'0.5 MILE SOUTH OF HOBART ON RAILROAD AT RAILROAD CROSSING 300
 FK0393'FEET EAST OF HIGHWAY BRIDGE IN EAST END OF BRIDGE SOUTHEAST
 FK0393'PART LEVEL WITH ROAD.  AT MILE POST 717.15.  50 FEET NORTH AND
 FK0393'300 FEET EAST OF RAILROAD BRIDGE.  ALONG THE ST. LOUIS AND SAN
 FK0393'FRANCISCO RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0394 ***********************************************************************
 FK0394  DESIGNATION -  B 29 RESET
 FK0394  PID         -  FK0394
 FK0394  STATE/COUNTY-  OK/KIOWA
 FK0394  COUNTRY     -  US
 FK0394  USGS QUAD   -  HOBART (2018)
 FK0394
 FK0394                         *CURRENT SURVEY CONTROL
 FK0394  ______________________________________________________________________
 FK0394* NAD 83(1986) POSITION- 35 01 11.     (N) 099 05 07.     (W)   SCALED
 FK0394* NAVD 88 ORTHO HEIGHT -   464.35  (+/-2cm)     1523.5   (feet) VERTCON3
 FK0394  ______________________________________________________________________
 FK0394  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 FK0394  VERT ORDER      -  THIRD (See Below)
 FK0394
 FK0394.The horizontal coordinates were scaled from a map and have
 FK0394.an estimated accuracy of +/- 6 seconds.
 FK0394
 FK0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0394
 FK0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0394.GEOID18 height accuracy estimate available here.
 FK0394
 FK0394.The vertical order pertains to the NGVD 29 superseded value.
 FK0394
 FK0394.Click photographs - Photos may exist for this station.
 FK0394
 FK0394;                    North         East    Units  Estimated Accuracy
 FK0394;SPC OK S     -   187,600.      500,960.      MT  (+/- 180 meters Scaled)
 FK0394
 FK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD922752(NAD 83)
 FK0394
 FK0394                          SUPERSEDED SURVEY CONTROL
 FK0394
 FK0394  NGVD 29 (??/??/??)  464.18   (m)         1522.9    (f) RESET       3  
 FK0394
 FK0394.Superseded values are not recommended for survey control.
 FK0394
 FK0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0394.See file dsdata.pdf to determine how the superseded data were derived.
 FK0394
 FK0394_MARKER: DB = BENCH MARK DISK
 FK0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0394_SP_SET: BRIDGE
 FK0394_STAMPING: B 29 RESET 1937
 FK0394_MARK LOGO: CGS
 FK0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0394
 FK0394  HISTORY     - Date     Condition        Report By
 FK0394  HISTORY     - 1937     MONUMENTED       CGS
 FK0394  HISTORY     - 1963     GOOD             CGS
 FK0394
 FK0394                          STATION DESCRIPTION
 FK0394
 FK0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0394'0.5 MI S FROM HOBART.
 FK0394'0.5 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0394'THE STATION AT HOBART, 15 POLES SOUTH OF MILEPOST 717, AT A
 FK0394'ROAD CROSSING, 300 FEET EAST AND 50 FEET NORTH OF A RAILROAD
 FK0394'BRIDGE, AT A HIGHWAY BRIDGE, AND IN THE TOP OF THE SOUTHEAST
 FK0394'WINGWALL.
 FK0394
 FK0394                          STATION RECOVERY (1963)
 FK0394
 FK0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0212 ***********************************************************************
 FK0212  DESIGNATION -  B 3 AA 28
 FK0212  PID         -  FK0212
 FK0212  STATE/COUNTY-  OK/CUSTER
 FK0212  COUNTRY     -  US
 FK0212  USGS QUAD   -  CLINTON (2018)
 FK0212
 FK0212                         *CURRENT SURVEY CONTROL
 FK0212  ______________________________________________________________________
 FK0212* NAD 83(1986) POSITION- 35 30 51.51   (N) 098 57 58.53   (W)   HD_HELD1
 FK0212* NAVD 88 ORTHO HEIGHT -   477.367 (meters)     1566.16  (feet) ADJUSTED
 FK0212  ______________________________________________________________________
 FK0212  GEOID HEIGHT    -        -27.258 (meters)                     GEOID18
 FK0212  DYNAMIC HEIGHT  -        476.889 (meters)     1564.59  (feet) COMP
 FK0212  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 FK0212
 FK0212  VERT ORDER      -  FIRST     CLASS II
 FK0212
 FK0212.The horizontal coordinates were determined by differentially corrected
 FK0212.hand held GPS observations or other comparable positioning techniques
 FK0212.and have an estimated accuracy of +/- 3 meters.
 FK0212
 FK0212.The orthometric height was determined by differential leveling and
 FK0212.adjusted by the NATIONAL GEODETIC SURVEY
 FK0212.in June 1991.
 FK0212
 FK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0212.GEOID18 height accuracy estimate available here.
 FK0212
 FK0212.Click photographs - Photos may exist for this station.
 FK0212
 FK0212.The dynamic height is computed by dividing the NAVD 88
 FK0212.geopotential number by the normal gravity value computed on the
 FK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0212.degrees latitude (g = 980.6199 gals.).
 FK0212
 FK0212.The modeled gravity was interpolated from observed gravity values.
 FK0212
 FK0212;                    North         East    Units  Estimated Accuracy
 FK0212;SPC OK N     -    57,500.5     512,348.1     MT  (+/- 3 meters HH1 GPS) 
 FK0212
 FK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0305930080(NAD 83)
 FK0212
 FK0212                          SUPERSEDED SURVEY CONTROL
 FK0212
 FK0212  NGVD 29 (??/??/92)  477.161  (m)         1565.49   (f) ADJ UNCH    1 2
 FK0212
 FK0212.Superseded values are not recommended for survey control.
 FK0212
 FK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0212.See file dsdata.pdf to determine how the superseded data were derived.
 FK0212
 FK0212_MARKER: DB = BENCH MARK DISK
 FK0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0212_SP_SET: BUILDING FOUNDATION
 FK0212_STAMPING: AA 28 1934 1565.486
 FK0212_MARK LOGO: CGS
 FK0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0212+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0212
 FK0212  HISTORY     - Date     Condition        Report By
 FK0212  HISTORY     - 1934     MONUMENTED       CGS
 FK0212  HISTORY     - 1953     GOOD             CGS
 FK0212  HISTORY     - 19960228 GOOD             OKDOT
 FK0212  HISTORY     - 20050803 GOOD             GEOCAC
 FK0212
 FK0212                          STATION DESCRIPTION
 FK0212
 FK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0212'AT CLINTON.
 FK0212'AT CLINTON, 45 FEET SOUTH OF THE CENTER LINE OF FRISCO AVENUE,
 FK0212'59.4 FEET WEST OF THE WEST EDGE OF 5TH STREET, 1.4 FEET ABOVE
 FK0212'THE SIDEWALK, SET VERTICALLY IN THE WEST CONCRETE FOUNDATION
 FK0212'BLOCK OF THE C.R. ANTHONY CLOTHING STORE.  THIS IS NOT A U.S.
 FK0212'GEOLOGICAL SURVEY DISK AS STATED IN THE OLD DESCRIPTION.
 FK0212
 FK0212                          STATION RECOVERY (1996)
 FK0212
 FK0212'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0212'RECOVERED AS DESCRIBED.
 FK0212
 FK0212                          STATION RECOVERY (2005)
 FK0212
 FK0212'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0212'THE BUILDING IS CURRENTLY OCCUPIED BY A CAFE AND A GIFT SHOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0134 ***********************************************************************
 FK0134  DESIGNATION -  B 31
 FK0134  PID         -  FK0134
 FK0134  STATE/COUNTY-  OK/KIOWA
 FK0134  COUNTRY     -  US
 FK0134  USGS QUAD   -  GOTEBO EAST (2018)
 FK0134
 FK0134                         *CURRENT SURVEY CONTROL
 FK0134  ______________________________________________________________________
 FK0134* NAD 83(1986) POSITION- 35 05 42.     (N) 098 45 46.     (W)   SCALED
 FK0134* NAVD 88 ORTHO HEIGHT -   411.357 (meters)     1349.59  (feet) ADJUSTED
 FK0134  ______________________________________________________________________
 FK0134  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 FK0134  DYNAMIC HEIGHT  -        410.945 (meters)     1348.24  (feet) COMP
 FK0134  MODELED GRAVITY -    979,620.4   (mgal)                       NAVD 88
 FK0134
 FK0134  VERT ORDER      -  SECOND    CLASS 0
 FK0134
 FK0134.The horizontal coordinates were scaled from a map and have
 FK0134.an estimated accuracy of +/- 6 seconds.
 FK0134
 FK0134.The orthometric height was determined by differential leveling and
 FK0134.adjusted by the NATIONAL GEODETIC SURVEY
 FK0134.in June 1991.
 FK0134
 FK0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0134.GEOID18 height accuracy estimate available here.
 FK0134
 FK0134.Click photographs - Photos may exist for this station.
 FK0134
 FK0134.The dynamic height is computed by dividing the NAVD 88
 FK0134.geopotential number by the normal gravity value computed on the
 FK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0134.degrees latitude (g = 980.6199 gals.).
 FK0134
 FK0134.The modeled gravity was interpolated from observed gravity values.
 FK0134
 FK0134;                    North         East    Units  Estimated Accuracy
 FK0134;SPC OK S     -   195,680.      530,450.      MT  (+/- 180 meters Scaled)
 FK0134
 FK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND216836(NAD 83)
 FK0134
 FK0134                          SUPERSEDED SURVEY CONTROL
 FK0134
 FK0134  NGVD 29 (??/??/92)  411.203  (m)         1349.09   (f) ADJ UNCH    2 0
 FK0134
 FK0134.Superseded values are not recommended for survey control.
 FK0134
 FK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0134.See file dsdata.pdf to determine how the superseded data were derived.
 FK0134
 FK0134_MARKER: DB = BENCH MARK DISK
 FK0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0134_SP_SET: BRIDGE
 FK0134_STAMPING: B 31 1934
 FK0134_MARK LOGO: CGS
 FK0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0134
 FK0134  HISTORY     - Date     Condition        Report By
 FK0134  HISTORY     - 1934     MONUMENTED       CGS
 FK0134  HISTORY     - 1963     GOOD             CGS
 FK0134
 FK0134                          STATION DESCRIPTION
 FK0134
 FK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0134'1 MI W FROM MOUNTAIN VIEW.
 FK0134'1.0 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0134'FROM THE STATION AT MOUNTAIN VIEW, KIOWA COUNTY, 6.6 MILES EAST
 FK0134'OF GOTEBO, AT THE UNDERPASS OF STATE HIGHWAY 9, IN THE TOP OF THE
 FK0134'SOUTHEAST CORNER OF THE BRIDGE, ON THE TOPMOST POINT OF THE
 FK0134'BRIDGE BANISTER, AND 12 FEET DIRECTLY BELOW THE TRACK.  A
 FK0134'STANDARD DISK, STAMPED B 31 1934.
 FK0134
 FK0134                          STATION RECOVERY (1963)
 FK0134
 FK0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0284 ***********************************************************************
 GJ0284  DESIGNATION -  B 32
 GJ0284  PID         -  GJ0284
 GJ0284  STATE/COUNTY-  OK/ELLIS
 GJ0284  COUNTRY     -  US
 GJ0284  USGS QUAD   -  GOODWIN (2018)
 GJ0284
 GJ0284                         *CURRENT SURVEY CONTROL
 GJ0284  ______________________________________________________________________
 GJ0284* NAD 83(1986) POSITION- 36 10 13.     (N) 099 57 37.     (W)   SCALED
 GJ0284* NAVD 88 ORTHO HEIGHT -   753.648 (meters)     2472.59  (feet) ADJUSTED
 GJ0284  ______________________________________________________________________
 GJ0284  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 GJ0284  DYNAMIC HEIGHT  -        752.873 (meters)     2470.05  (feet) COMP
 GJ0284  MODELED GRAVITY -    979,578.7   (mgal)                       NAVD 88
 GJ0284
 GJ0284  VERT ORDER      -  FIRST     CLASS II
 GJ0284
 GJ0284.The horizontal coordinates were scaled from a map and have
 GJ0284.an estimated accuracy of +/- 6 seconds.
 GJ0284
 GJ0284.The orthometric height was determined by differential leveling and
 GJ0284.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0284.in June 1991.
 GJ0284
 GJ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0284.GEOID18 height accuracy estimate available here.
 GJ0284
 GJ0284.Click photographs - Photos may exist for this station.
 GJ0284
 GJ0284.The dynamic height is computed by dividing the NAVD 88
 GJ0284.geopotential number by the normal gravity value computed on the
 GJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0284.degrees latitude (g = 980.6199 gals.).
 GJ0284
 GJ0284.The modeled gravity was interpolated from observed gravity values.
 GJ0284
 GJ0284;                    North         East    Units  Estimated Accuracy
 GJ0284;SPC OK N     -   131,630.      423,660.      MT  (+/- 180 meters Scaled)
 GJ0284
 GJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF136032(NAD 83)
 GJ0284
 GJ0284                          SUPERSEDED SURVEY CONTROL
 GJ0284
 GJ0284  NGVD 29 (??/??/92)  753.330  (m)         2471.55   (f) ADJ UNCH    1 2
 GJ0284
 GJ0284.Superseded values are not recommended for survey control.
 GJ0284
 GJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0284.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0284
 GJ0284_MARKER: DB = BENCH MARK DISK
 GJ0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0284_SP_SET: CULVERT HEADWALL
 GJ0284_STAMPING: B 32 1934
 GJ0284_MARK LOGO: CGS
 GJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0284+STABILITY: SURFACE MOTION
 GJ0284
 GJ0284  HISTORY     - Date     Condition        Report By
 GJ0284  HISTORY     - 1934     MONUMENTED       CGS
 GJ0284
 GJ0284                          STATION DESCRIPTION
 GJ0284
 GJ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0284'5.5 MI NE FROM HIGGINS.
 GJ0284'5.5 MILES NORTHEAST OF NEW HIGGINS HOTEL, AT HIGGINS IN THE
 GJ0284'TOP OF THE NORTHEAST CORNER OF CONCRETE ARCH CULVERT 423A.
 GJ0284'30 FEET EAST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA
 GJ0284'FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0343 ***********************************************************************
 FH0343  DESIGNATION -  B 321
 FH0343  PID         -  FH0343
 FH0343  STATE/COUNTY-  OK/LE FLORE
 FH0343  COUNTRY     -  US
 FH0343  USGS QUAD   -  POTEAU WEST (2018)
 FH0343
 FH0343                         *CURRENT SURVEY CONTROL
 FH0343  ______________________________________________________________________
 FH0343* NAD 83(1986) POSITION- 35 07 08.     (N) 094 39 01.     (W)   SCALED
 FH0343* NAVD 88 ORTHO HEIGHT -   133.52  (+/-2cm)      438.1   (feet) VERTCON3
 FH0343  ______________________________________________________________________
 FH0343  GEOID HEIGHT    -        -31.167 (meters)                     GEOID18
 FH0343  VERT ORDER      -  ? (See Below)
 FH0343
 FH0343.The horizontal coordinates were scaled from a map and have
 FH0343.an estimated accuracy of +/- 6 seconds.
 FH0343
 FH0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0343
 FH0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0343.GEOID18 height accuracy estimate available here.
 FH0343
 FH0343.The vertical order pertains to the NGVD 29 superseded value.
 FH0343
 FH0343.Click photographs - Photos may exist for this station.
 FH0343
 FH0343;                    North         East    Units  Estimated Accuracy
 FH0343;SPC OK S     -   203,130.      905,290.      MT  (+/- 180 meters Scaled)
 FH0343
 FH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU496874(NAD 83)
 FH0343
 FH0343                          SUPERSEDED SURVEY CONTROL
 FH0343
 FH0343  NGVD 29 (??/??/92)  133.410  (m)          437.70   (f) ADJ UNCH       
 FH0343
 FH0343.Superseded values are not recommended for survey control.
 FH0343
 FH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0343.See file dsdata.pdf to determine how the superseded data were derived.
 FH0343
 FH0343_MARKER: Q = CHISELED SQUARE
 FH0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0343_SP_SET: BRIDGE ABUTMENT
 FH0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0343
 FH0343  HISTORY     - Date     Condition        Report By
 FH0343  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0343  HISTORY     - 1959     GOOD             CGS
 FH0343
 FH0343                          STATION DESCRIPTION
 FH0343
 FH0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0343'3.3 MI S FROM PANAMA.
 FH0343'3.3 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0343'STATION AT PANAMA, LE FLORE COUNTY, AT BRIDGE B 321, AND ON THE
 FH0343'TOP OF THE NORTHWEST CORNER OF AN ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0238 ***********************************************************************
 GJ0238  DESIGNATION -  B 33
 GJ0238  PID         -  GJ0238
 GJ0238  STATE/COUNTY-  OK/WOODWARD
 GJ0238  COUNTRY     -  US
 GJ0238  USGS QUAD   -  WOODWARD (2018)
 GJ0238
 GJ0238                         *CURRENT SURVEY CONTROL
 GJ0238  ______________________________________________________________________
 GJ0238* NAD 83(1986) POSITION- 36 24 51.     (N) 099 23 12.     (W)   SCALED
 GJ0238* NAVD 88 ORTHO HEIGHT -   598.556 (meters)     1963.76  (feet) ADJUSTED
 GJ0238  ______________________________________________________________________
 GJ0238  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 GJ0238  DYNAMIC HEIGHT  -        597.973 (meters)     1961.85  (feet) COMP
 GJ0238  MODELED GRAVITY -    979,640.7   (mgal)                       NAVD 88
 GJ0238
 GJ0238  VERT ORDER      -  SECOND    CLASS 0
 GJ0238
 GJ0238.The horizontal coordinates were scaled from a map and have
 GJ0238.an estimated accuracy of +/- 6 seconds.
 GJ0238
 GJ0238.The orthometric height was determined by differential leveling and
 GJ0238.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0238.in June 1991.
 GJ0238
 GJ0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0238.GEOID18 height accuracy estimate available here.
 GJ0238
 GJ0238.Click photographs - Photos may exist for this station.
 GJ0238
 GJ0238.The dynamic height is computed by dividing the NAVD 88
 GJ0238.geopotential number by the normal gravity value computed on the
 GJ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0238.degrees latitude (g = 980.6199 gals.).
 GJ0238
 GJ0238.The modeled gravity was interpolated from observed gravity values.
 GJ0238
 GJ0238;                    North         East    Units  Estimated Accuracy
 GJ0238;SPC OK N     -   157,800.      475,640.      MT  (+/- 180 meters Scaled)
 GJ0238
 GJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF653299(NAD 83)
 GJ0238
 GJ0238                          SUPERSEDED SURVEY CONTROL
 GJ0238
 GJ0238  NGVD 29 (??/??/92)  598.300  (m)         1962.92   (f) ADJ UNCH    2 0
 GJ0238
 GJ0238.Superseded values are not recommended for survey control.
 GJ0238
 GJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0238.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0238
 GJ0238_MARKER: DB = BENCH MARK DISK
 GJ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0238_STAMPING: B 33 1934
 GJ0238_MARK LOGO: CGS
 GJ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0238+STABILITY: SURFACE MOTION
 GJ0238
 GJ0238  HISTORY     - Date     Condition        Report By
 GJ0238  HISTORY     - 1934     MONUMENTED       CGS
 GJ0238
 GJ0238                          STATION DESCRIPTION
 GJ0238
 GJ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0238'1.6 MI S FROM WOODWARD.
 GJ0238'1.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0238'THE STATION AT WOODWARD, WOODWARD COUNTY, 75 FEET NORTH OF THE
 GJ0238'SECOND POLE NORTH OF MILEPOST 218, 48 FEET EAST OF THE CENTERLINE
 GJ0238'OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE.
 GJ0238'A STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A
 GJ0238'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0233 ***********************************************************************
 GJ0233  DESIGNATION -  B 34
 GJ0233  PID         -  GJ0233
 GJ0233  STATE/COUNTY-  OK/DEWEY
 GJ0233  COUNTRY     -  US
 GJ0233  USGS QUAD   -  MUTUAL NE (2018)
 GJ0233
 GJ0233                         *CURRENT SURVEY CONTROL
 GJ0233  ______________________________________________________________________
 GJ0233* NAD 83(1986) POSITION- 36 08 40.     (N) 099 06 53.     (W)   SCALED
 GJ0233* NAVD 88 ORTHO HEIGHT -   567.546 (meters)     1862.02  (feet) ADJUSTED
 GJ0233  ______________________________________________________________________
 GJ0233  GEOID HEIGHT    -        -27.932 (meters)                     GEOID18
 GJ0233  DYNAMIC HEIGHT  -        566.994 (meters)     1860.21  (feet) COMP
 GJ0233  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 GJ0233
 GJ0233  VERT ORDER      -  SECOND    CLASS 0
 GJ0233
 GJ0233.The horizontal coordinates were scaled from a map and have
 GJ0233.an estimated accuracy of +/- 6 seconds.
 GJ0233
 GJ0233.The orthometric height was determined by differential leveling and
 GJ0233.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0233.in June 1991.
 GJ0233
 GJ0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0233.GEOID18 height accuracy estimate available here.
 GJ0233
 GJ0233.Click photographs - Photos may exist for this station.
 GJ0233
 GJ0233.The dynamic height is computed by dividing the NAVD 88
 GJ0233.geopotential number by the normal gravity value computed on the
 GJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0233.degrees latitude (g = 980.6199 gals.).
 GJ0233
 GJ0233.The modeled gravity was interpolated from observed gravity values.
 GJ0233
 GJ0233;                    North         East    Units  Estimated Accuracy
 GJ0233;SPC OK N     -   127,560.      499,680.      MT  (+/- 180 meters Scaled)
 GJ0233
 GJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME896999(NAD 83)
 GJ0233
 GJ0233                          SUPERSEDED SURVEY CONTROL
 GJ0233
 GJ0233  NGVD 29 (??/??/92)  567.307  (m)         1861.24   (f) ADJ UNCH    2 0
 GJ0233
 GJ0233.Superseded values are not recommended for survey control.
 GJ0233
 GJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0233.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0233
 GJ0233_MARKER: DB = BENCH MARK DISK
 GJ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0233_STAMPING: B 34 1934
 GJ0233_MARK LOGO: CGS
 GJ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0233+STABILITY: SURFACE MOTION
 GJ0233
 GJ0233  HISTORY     - Date     Condition        Report By
 GJ0233  HISTORY     - 1934     MONUMENTED       CGS
 GJ0233
 GJ0233                          STATION DESCRIPTION
 GJ0233
 GJ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0233'10.3 MI E FROM VICI.
 GJ0233'0.1 MILE EAST OF SMALL YELLOW FARM HOUSE ON THE NORTH SIDE OF
 GJ0233'THE HIGHWAY.  42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GJ0233'60.  120 FEET EAST OF NORTH AND SOUTH SECTION LINE ROAD.  3 FEET
 GJ0233'NORTHEAST OF THE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0052 ***********************************************************************
 GJ0052  DESIGNATION -  B 35
 GJ0052  PID         -  GJ0052
 GJ0052  STATE/COUNTY-  OK/BLAINE
 GJ0052  COUNTRY     -  US
 GJ0052  USGS QUAD   -  ISABELLA (2018)
 GJ0052
 GJ0052                         *CURRENT SURVEY CONTROL
 GJ0052  ______________________________________________________________________
 GJ0052* NAD 83(1986) POSITION- 36 08 41.     (N) 098 21 09.     (W)   SCALED
 GJ0052* NAVD 88 ORTHO HEIGHT -   384.787 (meters)     1262.42  (feet) ADJUSTED
 GJ0052  ______________________________________________________________________
 GJ0052  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 GJ0052  DYNAMIC HEIGHT  -        384.439 (meters)     1261.28  (feet) COMP
 GJ0052  MODELED GRAVITY -    979,715.0   (mgal)                       NAVD 88
 GJ0052
 GJ0052  VERT ORDER      -  SECOND    CLASS 0
 GJ0052
 GJ0052.The horizontal coordinates were scaled from a map and have
 GJ0052.an estimated accuracy of +/- 6 seconds.
 GJ0052
 GJ0052.The orthometric height was determined by differential leveling and
 GJ0052.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0052.in June 1991.
 GJ0052
 GJ0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0052.GEOID18 height accuracy estimate available here.
 GJ0052
 GJ0052.Click photographs - Photos may exist for this station.
 GJ0052
 GJ0052.The dynamic height is computed by dividing the NAVD 88
 GJ0052.geopotential number by the normal gravity value computed on the
 GJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0052.degrees latitude (g = 980.6199 gals.).
 GJ0052
 GJ0052.The modeled gravity was interpolated from observed gravity values.
 GJ0052
 GJ0052;                    North         East    Units  Estimated Accuracy
 GJ0052;SPC OK N     -   127,070.      568,280.      MT  (+/- 180 meters Scaled)
 GJ0052
 GJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF582001(NAD 83)
 GJ0052
 GJ0052                          SUPERSEDED SURVEY CONTROL
 GJ0052
 GJ0052  NGVD 29 (??/??/92)  384.618  (m)         1261.87   (f) ADJ UNCH    2 0
 GJ0052
 GJ0052.Superseded values are not recommended for survey control.
 GJ0052
 GJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0052.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0052
 GJ0052_MARKER: DB = BENCH MARK DISK
 GJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0052_STAMPING: B 35 1934
 GJ0052_MARK LOGO: CGS
 GJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0052+STABILITY: SURFACE MOTION
 GJ0052
 GJ0052  HISTORY     - Date     Condition        Report By
 GJ0052  HISTORY     - 1934     MONUMENTED       CGS
 GJ0052  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0052
 GJ0052                          STATION DESCRIPTION
 GJ0052
 GJ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0052'2 MI E FROM HOMESTEAD.
 GJ0052'2.0 MILES EAST OF CRI AND P RR PUMPING PLANT, AT HOMESTEAD 0.2
 GJ0052'MILE SOUTH OF LARGE TWO STORY WHITE FARM HOUSE.  42 FEET SOUTH
 GJ0052'OF THE CENTERLINE OF GRADED COUNTY ROAD.  45 FEET EAST OF NORTH
 GJ0052'AND SOUTH SECTION LINE ROAD.
 GJ0052
 GJ0052                          STATION RECOVERY (1972)
 GJ0052
 GJ0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0088 ***********************************************************************
 FK0088  DESIGNATION -  B 36
 FK0088  PID         -  FK0088
 FK0088  STATE/COUNTY-  OK/CADDO
 FK0088  COUNTRY     -  US
 FK0088  USGS QUAD   -  ANADARKO EAST (2018)
 FK0088
 FK0088                         *CURRENT SURVEY CONTROL
 FK0088  ______________________________________________________________________
 FK0088* NAD 83(1986) POSITION- 35 04 45.     (N) 098 10 51.     (W)   SCALED
 FK0088* NAVD 88 ORTHO HEIGHT -   353.379 (meters)     1159.38  (feet) ADJUSTED
 FK0088  ______________________________________________________________________
 FK0088  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 FK0088  DYNAMIC HEIGHT  -        353.025 (meters)     1158.22  (feet) COMP
 FK0088  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 FK0088
 FK0088  VERT ORDER      -  SECOND    CLASS 0
 FK0088
 FK0088.The horizontal coordinates were scaled from a map and have
 FK0088.an estimated accuracy of +/- 6 seconds.
 FK0088
 FK0088.The orthometric height was determined by differential leveling and
 FK0088.adjusted by the NATIONAL GEODETIC SURVEY
 FK0088.in June 1991.
 FK0088
 FK0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0088.GEOID18 height accuracy estimate available here.
 FK0088
 FK0088.Click photographs - Photos may exist for this station.
 FK0088
 FK0088.The dynamic height is computed by dividing the NAVD 88
 FK0088.geopotential number by the normal gravity value computed on the
 FK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0088.degrees latitude (g = 980.6199 gals.).
 FK0088
 FK0088.The modeled gravity was interpolated from observed gravity values.
 FK0088
 FK0088;                    North         East    Units  Estimated Accuracy
 FK0088;SPC OK S     -   193,670.      583,510.      MT  (+/- 180 meters Scaled)
 FK0088
 FK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND746821(NAD 83)
 FK0088
 FK0088                          SUPERSEDED SURVEY CONTROL
 FK0088
 FK0088  NGVD 29 (??/??/92)  353.254  (m)         1158.97   (f) ADJ UNCH    2 0
 FK0088
 FK0088.Superseded values are not recommended for survey control.
 FK0088
 FK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0088.See file dsdata.pdf to determine how the superseded data were derived.
 FK0088
 FK0088_MARKER: DB = BENCH MARK DISK
 FK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0088_STAMPING: B 36 1934
 FK0088_MARK LOGO: CGS
 FK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0088+STABILITY: SURFACE MOTION
 FK0088
 FK0088  HISTORY     - Date     Condition        Report By
 FK0088  HISTORY     - 1934     MONUMENTED       CGS
 FK0088  HISTORY     - 1963     GOOD             CGS
 FK0088
 FK0088                          STATION DESCRIPTION
 FK0088
 FK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0088'3.6 MI E FROM ANADARKO.
 FK0088'ABOUT 3.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0088'RAILROAD FROM THE STATION IN ADADARKO, CADDO COUNTY, ABOUT 1/2
 FK0088'MILE NORTH OF U.S. HIGHWAY 62 AND OK 9, AT A ROAD CROSSING,
 FK0088'39.5 FEET SOUTH OF THE SOUTH RAIL, 30.5 FEET WEST OF THE CENTER
 FK0088'OF THE ROAD, 7.5 FEET SOUTHEAST OF A TELEPHONE POLE, AND 7.0 FEET
 FK0088'SOUTHWEST OF A RAILROAD CROSSING SIGN.  A STANDARD DISK STAMPED
 FK0088'B 36 1934 AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 FK0088'PROJECTING ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0345 ***********************************************************************
 EM0345  DESIGNATION -  B 37
 EM0345  PID         -  EM0345
 EM0345  STATE/COUNTY-  OK/TILLMAN
 EM0345  COUNTRY     -  US
 EM0345  USGS QUAD   -  FREDERICK SE (2018)
 EM0345
 EM0345                         *CURRENT SURVEY CONTROL
 EM0345  ______________________________________________________________________
 EM0345* NAD 83(1986) POSITION- 34 17 27.     (N) 099 03 01.     (W)   SCALED
 EM0345* NAVD 88 ORTHO HEIGHT -   359.193 (meters)     1178.45  (feet) ADJUSTED
 EM0345  ______________________________________________________________________
 EM0345  GEOID HEIGHT    -        -27.898 (meters)                     GEOID18
 EM0345  DYNAMIC HEIGHT  -        358.797 (meters)     1177.15  (feet) COMP
 EM0345  MODELED GRAVITY -    979,524.2   (mgal)                       NAVD 88
 EM0345
 EM0345  VERT ORDER      -  SECOND    CLASS 0
 EM0345
 EM0345.The horizontal coordinates were scaled from a map and have
 EM0345.an estimated accuracy of +/- 6 seconds.
 EM0345
 EM0345.The orthometric height was determined by differential leveling and
 EM0345.adjusted by the NATIONAL GEODETIC SURVEY
 EM0345.in June 1991.
 EM0345
 EM0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0345.GEOID18 height accuracy estimate available here.
 EM0345
 EM0345.Click photographs - Photos may exist for this station.
 EM0345
 EM0345.The dynamic height is computed by dividing the NAVD 88
 EM0345.geopotential number by the normal gravity value computed on the
 EM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0345.degrees latitude (g = 980.6199 gals.).
 EM0345
 EM0345.The modeled gravity was interpolated from observed gravity values.
 EM0345
 EM0345;                    North         East    Units  Estimated Accuracy
 EM0345;SPC OK S     -   106,710.      503,310.      MT  (+/- 180 meters Scaled)
 EM0345
 EM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC953944(NAD 83)
 EM0345
 EM0345                          SUPERSEDED SURVEY CONTROL
 EM0345
 EM0345  NGVD 29 (??/??/92)  359.058  (m)         1178.01   (f) ADJ UNCH    2 0
 EM0345
 EM0345.Superseded values are not recommended for survey control.
 EM0345
 EM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0345.See file dsdata.pdf to determine how the superseded data were derived.
 EM0345
 EM0345_MARKER: DB = BENCH MARK DISK
 EM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0345_STAMPING: B 37 1934
 EM0345_MARK LOGO: CGS
 EM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0345+STABILITY: SURFACE MOTION
 EM0345
 EM0345  HISTORY     - Date     Condition        Report By
 EM0345  HISTORY     - 1934     MONUMENTED       CGS
 EM0345  HISTORY     - 1955     GOOD             CGS
 EM0345  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0345  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0345
 EM0345                          STATION DESCRIPTION
 EM0345
 EM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EM0345'3.9 MI N FROM DAVIDSON.
 EM0345'3.9 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0345'STATION AT DAVIDSON, 150 FEET SOUTH OF THE TENTH POLE SOUTH OF
 EM0345'MILEPOST 770, AT A ROAD CROSSING, AND 60 FEET EAST OF THE TRACK.  THE
 EM0345'TOP OF AN OKLAHOMA STATE HIGHWAY DEPARTMENT STANDARD MARKER, STAMPED B
 EM0345'37 1934 AND SET ON THE SIDE OF A CONCRETE POST.
 EM0345
 EM0345                          STATION RECOVERY (1963)
 EM0345
 EM0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0345'MARK NOT FOUND.
 EM0345
 EM0345                          STATION RECOVERY (1979)
 EM0345
 EM0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0038 ***********************************************************************
 EM0038  DESIGNATION -  B 38
 EM0038  PID         -  EM0038
 EM0038  STATE/COUNTY-  OK/COMANCHE
 EM0038  COUNTRY     -  US
 EM0038  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0038
 EM0038                         *CURRENT SURVEY CONTROL
 EM0038  ______________________________________________________________________
 EM0038* NAD 83(1986) POSITION- 34 35 39.     (N) 098 21 54.     (W)   SCALED
 EM0038* NAVD 88 ORTHO HEIGHT -   327.108 (meters)     1073.19  (feet) ADJUSTED
 EM0038  ______________________________________________________________________
 EM0038  GEOID HEIGHT    -        -25.671 (meters)                     GEOID18
 EM0038  DYNAMIC HEIGHT  -        326.780 (meters)     1072.11  (feet) COMP
 EM0038  MODELED GRAVITY -    979,624.0   (mgal)                       NAVD 88
 EM0038
 EM0038  VERT ORDER      -  SECOND    CLASS 0
 EM0038
 EM0038.The horizontal coordinates were scaled from a map and have
 EM0038.an estimated accuracy of +/- 6 seconds.
 EM0038
 EM0038.The orthometric height was determined by differential leveling and
 EM0038.adjusted by the NATIONAL GEODETIC SURVEY
 EM0038.in June 1991.
 EM0038
 EM0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0038.GEOID18 height accuracy estimate available here.
 EM0038
 EM0038.Click photographs - Photos may exist for this station.
 EM0038
 EM0038.The dynamic height is computed by dividing the NAVD 88
 EM0038.geopotential number by the normal gravity value computed on the
 EM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0038.degrees latitude (g = 980.6199 gals.).
 EM0038
 EM0038.The modeled gravity was interpolated from observed gravity values.
 EM0038
 EM0038;                    North         East    Units  Estimated Accuracy
 EM0038;SPC OK S     -   139,920.      566,520.      MT  (+/- 180 meters Scaled)
 EM0038
 EM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND582282(NAD 83)
 EM0038
 EM0038                          SUPERSEDED SURVEY CONTROL
 EM0038
 EM0038  NGVD 29 (??/??/92)  327.009  (m)         1072.86   (f) ADJ UNCH    2 0
 EM0038
 EM0038.Superseded values are not recommended for survey control.
 EM0038
 EM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0038.See file dsdata.pdf to determine how the superseded data were derived.
 EM0038
 EM0038_MARKER: DB = BENCH MARK DISK
 EM0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0038_SP_SET: BRIDGE
 EM0038_STAMPING: B 38 1934
 EM0038_MARK LOGO: CGS
 EM0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0038
 EM0038  HISTORY     - Date     Condition        Report By
 EM0038  HISTORY     - 1934     MONUMENTED       CGS
 EM0038  HISTORY     - 1963     GOOD             CGS
 EM0038  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0038
 EM0038                          STATION DESCRIPTION
 EM0038
 EM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0038'1.45 MI E FROM LAWTON.
 EM0038'1.45 MILES EAST OF THE INTERSECTION OF S 2ND STREET AND LEE BOULEVARD
 EM0038'AND THE JUNCTION OF U.S. HIGHWAYS 277, 281 AND STATE HIGHWAY 7 IN
 EM0038'LAWTON, COMANCHE COUNTY, 0.2 MILE EAST OF EAST CASHE CREEK, AT A
 EM0038'CONCRETE BRIDGE, AND IN THE TOP OF THE SOUTHEAST WINGWALL.  A STANDARD
 EM0038'DISK, STAMPED B 38 1934.
 EM0038
 EM0038                          STATION RECOVERY (1987)
 EM0038
 EM0038'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0039 ***********************************************************************
 EM0039  DESIGNATION -  B 38 RESET
 EM0039  PID         -  EM0039
 EM0039  STATE/COUNTY-  OK/COMANCHE
 EM0039  COUNTRY     -  US
 EM0039  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0039
 EM0039                         *CURRENT SURVEY CONTROL
 EM0039  ______________________________________________________________________
 EM0039* NAD 83(1986) POSITION- 34 35 38.54   (N) 098 21 54.14   (W)   HD_HELD1
 EM0039* NAVD 88 ORTHO HEIGHT -   325.51  (+/-2cm)     1067.9   (feet) VERTCON3
 EM0039  ______________________________________________________________________
 EM0039  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 EM0039  VERT ORDER      -  THIRD (See Below)
 EM0039
 EM0039.The horizontal coordinates were determined by differentially corrected
 EM0039.hand held GPS observations or other comparable positioning techniques
 EM0039.and have an estimated accuracy of +/- 3 meters.
 EM0039
 EM0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0039
 EM0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0039.GEOID18 height accuracy estimate available here.
 EM0039
 EM0039.The vertical order pertains to the NGVD 29 superseded value.
 EM0039
 EM0039.Click photographs - Photos may exist for this station.
 EM0039
 EM0039;                    North         East    Units  Estimated Accuracy
 EM0039;SPC OK S     -   139,902.2     566,514.7     MT  (+/- 3 meters HH1 GPS) 
 EM0039
 EM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5822628208(NAD 83)
 EM0039
 EM0039                          SUPERSEDED SURVEY CONTROL
 EM0039
 EM0039  NGVD 29 (??/??/??)  325.41   (m)         1067.6    (f) RESET       3  
 EM0039
 EM0039.Superseded values are not recommended for survey control.
 EM0039
 EM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0039.See file dsdata.pdf to determine how the superseded data were derived.
 EM0039
 EM0039_MARKER: DB = BENCH MARK DISK
 EM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0039_STAMPING: B 38 RESET 1963
 EM0039_MARK LOGO: CGS
 EM0039_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0039+STABILITY: SURFACE MOTION
 EM0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0039+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2009
 EM0039
 EM0039  HISTORY     - Date     Condition        Report By
 EM0039  HISTORY     - 1963     MONUMENTED       CGS
 EM0039  HISTORY     - 20000120 GOOD             LOCSUR
 EM0039  HISTORY     - 20090205 GOOD             CLOLS
 EM0039
 EM0039                          STATION DESCRIPTION
 EM0039
 EM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0039'1.45 MI E FROM LAWTON.
 EM0039'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF U.S.
 EM0039'HIGHWAYS 277-281 AND STATE HIGHWAY 7 IN LAWTON, 69 FEET SOUTH OF THE
 EM0039'CENTER LINE OF HIGHWAY, 17 FEET EAST OF A POWER LINE POLE, 62 FEET
 EM0039'SOUTHEAST OF THE EAST END OF A 9-BOX BRIDGE, 1 FOOT WEST OF A METAL
 EM0039'WITNESS POST AND AT OKLAHOMA STATE HIGHWAY DEPARTMENT STATION 120 + 3.
 EM0039'A STANDARD DISK STAMPED B 38 RESET 1963, SET IN A 10 X 10 INCH
 EM0039'CONCRETE POST WHICH PROJECTS 4 INCHES.
 EM0039
 EM0039                          STATION RECOVERY (2000)
 EM0039
 EM0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0039'RECOVERED IN GOOD CONDITION.  NOTE--POOR GPS OCCUPATION POINT, TREE
 EM0039'OBSTRUCTIONS.
 EM0039
 EM0039                          STATION RECOVERY (2009)
 EM0039
 EM0039'RECOVERY NOTE BY CITY LAWTON OK LAND SURV 2009 (DP)
 EM0039'PREVIOUSLY COVERED IN CANOPY THIS POINT HAS HAD ALL TREES CLEARED AND
 EM0039'IS NOW GPS FRIENDLY. SUBMITTED AN OPUS-DB ON THIS POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0572 ***********************************************************************
 DN0572  DESIGNATION -  B 39
 DN0572  PID         -  DN0572
 DN0572  STATE/COUNTY-  OK/LOVE
 DN0572  COUNTRY     -  US
 DN0572  USGS QUAD   -  MARIETTA EAST (2018)
 DN0572
 DN0572                         *CURRENT SURVEY CONTROL
 DN0572  ______________________________________________________________________
 DN0572* NAD 83(1986) POSITION- 33 56 09.     (N) 097 07 01.     (W)   SCALED
 DN0572* NAVD 88 ORTHO HEIGHT -   258.203 (meters)      847.12  (feet) ADJUSTED
 DN0572  ______________________________________________________________________
 DN0572  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 DN0572  DYNAMIC HEIGHT  -        257.929 (meters)      846.22  (feet) COMP
 DN0572  MODELED GRAVITY -    979,567.6   (mgal)                       NAVD 88
 DN0572
 DN0572  VERT ORDER      -  SECOND    CLASS 0
 DN0572
 DN0572.The horizontal coordinates were scaled from a map and have
 DN0572.an estimated accuracy of +/- 6 seconds.
 DN0572
 DN0572.The orthometric height was determined by differential leveling and
 DN0572.adjusted by the NATIONAL GEODETIC SURVEY
 DN0572.in June 1991.
 DN0572
 DN0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0572.GEOID18 height accuracy estimate available here.
 DN0572
 DN0572.Click photographs - Photos may exist for this station.
 DN0572
 DN0572.The dynamic height is computed by dividing the NAVD 88
 DN0572.geopotential number by the normal gravity value computed on the
 DN0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0572.degrees latitude (g = 980.6199 gals.).
 DN0572
 DN0572.The modeled gravity was interpolated from observed gravity values.
 DN0572
 DN0572;                    North         East    Units  Estimated Accuracy
 DN0572;SPC OK S     -    67,190.      681,640.      MT  (+/- 180 meters Scaled)
 DN0572
 DN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC740566(NAD 83)
 DN0572
 DN0572                          SUPERSEDED SURVEY CONTROL
 DN0572
 DN0572  NGVD 29 (??/??/92)  258.147  (m)          846.94   (f) ADJ UNCH    2 0
 DN0572
 DN0572.Superseded values are not recommended for survey control.
 DN0572
 DN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0572.See file dsdata.pdf to determine how the superseded data were derived.
 DN0572
 DN0572_MARKER: DB = BENCH MARK DISK
 DN0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0572_SP_SET: BUILDING
 DN0572_STAMPING: B 39 1934
 DN0572_MARK LOGO: CGS
 DN0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0572
 DN0572  HISTORY     - Date     Condition        Report By
 DN0572  HISTORY     - 1934     MONUMENTED       CGS
 DN0572  HISTORY     - 1935     GOOD             CGS
 DN0572  HISTORY     - 20090419 MARK NOT FOUND   GEOCAC
 DN0572
 DN0572                          STATION DESCRIPTION
 DN0572
 DN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0572'IN MARIETTA.
 DN0572'100 FT. WEST OF MARIETTA G.C. AND S.F. RR DEPOT.  NEAR MIDDLE OF EAST
 DN0572'FACE OF SECOND STONE ABOVE FOUNDATION AT NORTHEAST CORNER OF TWO-STORY
 DN0572'STONE STORE.  100 FEET WEST OF GULF COLORADO AND SANTA FE RAILROAD
 DN0572'DEPOT.
 DN0572
 DN0572                          STATION RECOVERY (1935)
 DN0572
 DN0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DN0572'RECOVERED IN GOOD CONDITION.
 DN0572
 DN0572                          STATION RECOVERY (2009)
 DN0572
 DN0572'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 DN0572'THE BENCHMARK DISK IS PROBABLY STILL THERE, BUT IT HAS BEEN COVERED BY
 DN0572'ALUMINUM SIDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0418 ***********************************************************************
 FK0418  DESIGNATION -  B 4
 FK0418  PID         -  FK0418
 FK0418  STATE/COUNTY-  OK/BECKHAM
 FK0418  COUNTRY     -  US
 FK0418  USGS QUAD   -  ERICK (2018)
 FK0418
 FK0418                         *CURRENT SURVEY CONTROL
 FK0418  ______________________________________________________________________
 FK0418* NAD 83(1986) POSITION- 35 14 50.     (N) 099 45 54.     (W)   SCALED
 FK0418* NAVD 88 ORTHO HEIGHT -   588.641 (meters)     1931.23  (feet) ADJUSTED
 FK0418  ______________________________________________________________________
 FK0418  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 FK0418  DYNAMIC HEIGHT  -        588.038 (meters)     1929.25  (feet) COMP
 FK0418  MODELED GRAVITY -    979,590.1   (mgal)                       NAVD 88
 FK0418
 FK0418  VERT ORDER      -  FIRST     CLASS II
 FK0418
 FK0418.The horizontal coordinates were scaled from a map and have
 FK0418.an estimated accuracy of +/- 6 seconds.
 FK0418
 FK0418.The orthometric height was determined by differential leveling and
 FK0418.adjusted by the NATIONAL GEODETIC SURVEY
 FK0418.in June 1991.
 FK0418
 FK0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0418.GEOID18 height accuracy estimate available here.
 FK0418
 FK0418.Click photographs - Photos may exist for this station.
 FK0418
 FK0418.The dynamic height is computed by dividing the NAVD 88
 FK0418.geopotential number by the normal gravity value computed on the
 FK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0418.degrees latitude (g = 980.6199 gals.).
 FK0418
 FK0418.The modeled gravity was interpolated from observed gravity values.
 FK0418
 FK0418;                    North         East    Units  Estimated Accuracy
 FK0418;SPC OK S     -   213,710.      439,370.      MT  (+/- 180 meters Scaled)
 FK0418
 FK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME304007(NAD 83)
 FK0418
 FK0418                          SUPERSEDED SURVEY CONTROL
 FK0418
 FK0418  NGVD 29 (??/??/92)  588.415  (m)         1930.49   (f) ADJ UNCH    1 2
 FK0418
 FK0418.Superseded values are not recommended for survey control.
 FK0418
 FK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0418.See file dsdata.pdf to determine how the superseded data were derived.
 FK0418
 FK0418_MARKER: P = PIPE CAP
 FK0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0418_STAMPING: 1930.518
 FK0418_MARK LOGO: CGS
 FK0418_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0418
 FK0418  HISTORY     - Date     Condition        Report By
 FK0418  HISTORY     - 1909     MONUMENTED       CGS
 FK0418  HISTORY     - 1953     GOOD             CGS
 FK0418
 FK0418                          STATION DESCRIPTION
 FK0418
 FK0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0418'6.25 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0418'RAILROAD FROM THE STATION AT ERICK, 0.2 MILE SOUTHWEST OF THE
 FK0418'STATION SIGN AT HEXT, 375 FEET WEST OF A WINDMILL, 9 1/2 POLES
 FK0418'NORTHEAST OF MILEPOST 635, 151 FEET NORTH OF THE NORTH RAIL
 FK0418'OF THE MAIN TRACK, 2.3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A
 FK0418'WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 FK0418'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0506 ***********************************************************************
 EL0506  DESIGNATION -  B 40
 EL0506  PID         -  EL0506
 EL0506  STATE/COUNTY-  OK/JEFFERSON
 EL0506  COUNTRY     -  US
 EL0506  USGS QUAD   -  RINGLING (2018)
 EL0506
 EL0506                         *CURRENT SURVEY CONTROL
 EL0506  ______________________________________________________________________
 EL0506* NAD 83(1986) POSITION- 34 09 47.     (N) 097 33 44.     (W)   SCALED
 EL0506* NAVD 88 ORTHO HEIGHT -   268.525 (meters)      880.99  (feet) ADJUSTED
 EL0506  ______________________________________________________________________
 EL0506  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 EL0506  DYNAMIC HEIGHT  -        268.249 (meters)      880.08  (feet) COMP
 EL0506  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 EL0506
 EL0506  VERT ORDER      -  FIRST     CLASS II
 EL0506
 EL0506.The horizontal coordinates were scaled from a map and have
 EL0506.an estimated accuracy of +/- 6 seconds.
 EL0506
 EL0506.The orthometric height was determined by differential leveling and
 EL0506.adjusted by the NATIONAL GEODETIC SURVEY
 EL0506.in June 1991.
 EL0506
 EL0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0506.GEOID18 height accuracy estimate available here.
 EL0506
 EL0506.Click photographs - Photos may exist for this station.
 EL0506
 EL0506.The dynamic height is computed by dividing the NAVD 88
 EL0506.geopotential number by the normal gravity value computed on the
 EL0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0506.degrees latitude (g = 980.6199 gals.).
 EL0506
 EL0506.The modeled gravity was interpolated from observed gravity values.
 EL0506
 EL0506;                    North         East    Units  Estimated Accuracy
 EL0506;SPC OK S     -    92,120.      640,370.      MT  (+/- 180 meters Scaled)
 EL0506
 EL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC325811(NAD 83)
 EL0506
 EL0506                          SUPERSEDED SURVEY CONTROL
 EL0506
 EL0506  NGVD 29 (??/??/92)  268.449  (m)          880.74   (f) ADJ UNCH    1 2
 EL0506
 EL0506.Superseded values are not recommended for survey control.
 EL0506
 EL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0506.See file dsdata.pdf to determine how the superseded data were derived.
 EL0506
 EL0506_MARKER: DB = BENCH MARK DISK
 EL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0506_STAMPING: B 40 1934
 EL0506_MARK LOGO: CGS
 EL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0506+STABILITY: SURFACE MOTION
 EL0506
 EL0506  HISTORY     - Date     Condition        Report By
 EL0506  HISTORY     - 1934     MONUMENTED       CGS
 EL0506  HISTORY     - 1963     GOOD
 EL0506  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0506
 EL0506                          STATION DESCRIPTION
 EL0506
 EL0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0506'AT RINGLING.
 EL0506'SOUTH OF A STORAGE FARM.  50 FEET NORTH OF ATCHISON TOPEKA AND
 EL0506'SANTA FE RR TRACK, WEST OF A GATE IN RR FENCE.
 EL0506
 EL0506                          STATION RECOVERY (1963)
 EL0506
 EL0506'RECOVERED 1963
 EL0506'RECOVERED IN GOOD CONDITION.
 EL0506
 EL0506                          STATION RECOVERY (2018)
 EL0506
 EL0506'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0506'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0434 ***********************************************************************
 EM0434  DESIGNATION -  B 41
 EM0434  PID         -  EM0434
 EM0434  STATE/COUNTY-  OK/JACKSON
 EM0434  COUNTRY     -  US
 EM0434  USGS QUAD   -  ELDORADO (2019)
 EM0434
 EM0434                         *CURRENT SURVEY CONTROL
 EM0434  ______________________________________________________________________
 EM0434* NAD 83(1986) POSITION- 34 26 33.     (N) 099 42 10.     (W)   SCALED
 EM0434* NAVD 88 ORTHO HEIGHT -   457.215 (meters)     1500.05  (feet) ADJUSTED
 EM0434  ______________________________________________________________________
 EM0434  GEOID HEIGHT    -        -28.330 (meters)                     GEOID18
 EM0434  DYNAMIC HEIGHT  -        456.706 (meters)     1498.38  (feet) COMP
 EM0434  MODELED GRAVITY -    979,509.3   (mgal)                       NAVD 88
 EM0434
 EM0434  VERT ORDER      -  SECOND    CLASS 0
 EM0434
 EM0434.The horizontal coordinates were scaled from a map and have
 EM0434.an estimated accuracy of +/- 6 seconds.
 EM0434
 EM0434.The orthometric height was determined by differential leveling and
 EM0434.adjusted by the NATIONAL GEODETIC SURVEY
 EM0434.in June 1991.
 EM0434
 EM0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0434.GEOID18 height accuracy estimate available here.
 EM0434
 EM0434.Click photographs - Photos may exist for this station.
 EM0434
 EM0434.The dynamic height is computed by dividing the NAVD 88
 EM0434.geopotential number by the normal gravity value computed on the
 EM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0434.degrees latitude (g = 980.6199 gals.).
 EM0434
 EM0434.The modeled gravity was interpolated from observed gravity values.
 EM0434
 EM0434;                    North         East    Units  Estimated Accuracy
 EM0434;SPC OK S     -   124,350.      443,530.      MT  (+/- 180 meters Scaled)
 EM0434
 EM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD354114(NAD 83)
 EM0434
 EM0434                          SUPERSEDED SURVEY CONTROL
 EM0434
 EM0434  NGVD 29 (??/??/92)  457.036  (m)         1499.46   (f) ADJ UNCH    2 0
 EM0434
 EM0434.Superseded values are not recommended for survey control.
 EM0434
 EM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0434.See file dsdata.pdf to determine how the superseded data were derived.
 EM0434
 EM0434_MARKER: DB = BENCH MARK DISK
 EM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0434_STAMPING: B 41 1934
 EM0434_MARK LOGO: CGS
 EM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0434+STABILITY: SURFACE MOTION
 EM0434
 EM0434  HISTORY     - Date     Condition        Report By
 EM0434  HISTORY     - 1934     MONUMENTED       CGS
 EM0434  HISTORY     - 1963     GOOD             CGS
 EM0434  HISTORY     - 1984     GOOD
 EM0434  HISTORY     - 20200610 MARK NOT FOUND   3DS
 EM0434
 EM0434                          STATION DESCRIPTION
 EM0434
 EM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0434'3.7 MI SW FROM ELDORADO.
 EM0434'3.7 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0434'STATION AT ELDORADO, JACKSON COUNTY, 0.15 MILE SOUTHWEST OF MILEPOST
 EM0434'713, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 45 FEET SOUTHEAST OF THE
 EM0434'CENTERLINE OF STATE HIGHWAY 34, AND AT THE RAILROAD RIGHT-OF-WAY LINE.
 EM0434'A STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE
 EM0434'POST.
 EM0434
 EM0434                          STATION RECOVERY (1963)
 EM0434
 EM0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0434'RECOVERED IN GOOD CONDITION.
 EM0434
 EM0434                          STATION RECOVERY (1984)
 EM0434
 EM0434'RECOVERED 1984
 EM0434'RECOVERED IN GOOD CONDITION.
 EM0434
 EM0434                          STATION RECOVERY (2020)
 EM0434
 EM0434'RECOVERY NOTE BY DIVERSIFIED DESIGN AND DRAFT 2020 (RD)
 EM0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0538 ***********************************************************************
 EL0538  DESIGNATION -  B 42
 EL0538  PID         -  EL0538
 EL0538  STATE/COUNTY-  OK/GRADY
 EL0538  COUNTRY     -  US
 EL0538  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0538
 EL0538                         *CURRENT SURVEY CONTROL
 EL0538  ______________________________________________________________________
 EL0538* NAD 83(1986) POSITION- 34 47 53.     (N) 097 57 38.     (W)   SCALED
 EL0538* NAVD 88 ORTHO HEIGHT -   402.876 (meters)     1321.77  (feet) ADJUSTED
 EL0538  ______________________________________________________________________
 EL0538  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 EL0538  DYNAMIC HEIGHT  -        402.463 (meters)     1320.41  (feet) COMP
 EL0538  MODELED GRAVITY -    979,596.7   (mgal)                       NAVD 88
 EL0538
 EL0538  VERT ORDER      -  SECOND    CLASS 0
 EL0538
 EL0538.The horizontal coordinates were scaled from a map and have
 EL0538.an estimated accuracy of +/- 6 seconds.
 EL0538
 EL0538.The orthometric height was determined by differential leveling and
 EL0538.adjusted by the NATIONAL GEODETIC SURVEY
 EL0538.in June 1991.
 EL0538
 EL0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0538.GEOID18 height accuracy estimate available here.
 EL0538
 EL0538.Click photographs - Photos may exist for this station.
 EL0538
 EL0538.The dynamic height is computed by dividing the NAVD 88
 EL0538.geopotential number by the normal gravity value computed on the
 EL0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0538.degrees latitude (g = 980.6199 gals.).
 EL0538
 EL0538.The modeled gravity was interpolated from observed gravity values.
 EL0538
 EL0538;                    North         East    Units  Estimated Accuracy
 EL0538;SPC OK S     -   162,470.      603,610.      MT  (+/- 180 meters Scaled)
 EL0538
 EL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND950511(NAD 83)
 EL0538
 EL0538                          SUPERSEDED SURVEY CONTROL
 EL0538
 EL0538  NGVD 29 (??/??/92)  402.762  (m)         1321.40   (f) ADJ UNCH    2 0
 EL0538
 EL0538.Superseded values are not recommended for survey control.
 EL0538
 EL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0538.See file dsdata.pdf to determine how the superseded data were derived.
 EL0538
 EL0538_MARKER: DB = BENCH MARK DISK
 EL0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0538_STAMPING: B 42 1934
 EL0538_MARK LOGO: CGS
 EL0538_PROJECTION: PROJECTING 15 CENTIMETERS
 EL0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0538+STABILITY: SURFACE MOTION
 EL0538
 EL0538  HISTORY     - Date     Condition        Report By
 EL0538  HISTORY     - 1934     MONUMENTED       CGS
 EL0538  HISTORY     - 1947     GOOD             CGS
 EL0538  HISTORY     - 1986     GOOD             NGS
 EL0538
 EL0538                          STATION DESCRIPTION
 EL0538
 EL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0538'1.1 MI N FROM RUSH SPRINGS.
 EL0538'1.1 MILES NORTH OF C.R I AND P. RR. STATION AT RUSH SPRINGS
 EL0538'0.15 MILE NORTHEAST OF MILE POST 455, 210 FEET EAST OF CENTER
 EL0538'LINE OF HIGHWAY U.S. 81, 48 FEET EAST OF NEAREST RAIL OF CHICAGO
 EL0538'ROCK ISLAND RAILWAY TRACK AT ROAD CROSSING, ON RAILWAY PROPERTY
 EL0538'LINE.  NOTE-- 14 YARDS S.E. OF ROAD CROSSING AND 1 YARD NW OF
 EL0538'CORNER POST.
 EL0538
 EL0538                          STATION RECOVERY (1947)
 EL0538
 EL0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 EL0538'RECOVERED IN GOOD CONDITION.
 EL0538
 EL0538                          STATION RECOVERY (1986)
 EL0538
 EL0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0538'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.0 KM
 EL0538'(18.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 EL0538'CHICKASHA, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 81
 EL0538'BUSINESS, 64.0 M (210.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 14.6 M
 EL0538'(47.9 FT) EAST OF THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD,
 EL0538'AND 0.9 M (3.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE--NOT LEVELED TO
 EL0538'DURING THIS SURVEY.
 EL0538'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 EL0538'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0485 ***********************************************************************
 EL0485  DESIGNATION -  B 43
 EL0485  PID         -  EL0485
 EL0485  STATE/COUNTY-  OK/STEPHENS
 EL0485  COUNTRY     -  US
 EL0485  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0485
 EL0485                         *CURRENT SURVEY CONTROL
 EL0485  ______________________________________________________________________
 EL0485* NAD 83(1986) POSITION- 34 23 00.     (N) 097 57 22.     (W)   SCALED
 EL0485* NAVD 88 ORTHO HEIGHT -   302.457 (meters)      992.31  (feet) ADJUSTED
 EL0485  ______________________________________________________________________
 EL0485  GEOID HEIGHT    -        -25.483 (meters)                     GEOID18
 EL0485  DYNAMIC HEIGHT  -        302.152 (meters)      991.31  (feet) COMP
 EL0485  MODELED GRAVITY -    979,619.2   (mgal)                       NAVD 88
 EL0485
 EL0485  VERT ORDER      -  FIRST     CLASS II
 EL0485
 EL0485.The horizontal coordinates were scaled from a map and have
 EL0485.an estimated accuracy of +/- 6 seconds.
 EL0485
 EL0485.The orthometric height was determined by differential leveling and
 EL0485.adjusted by the NATIONAL GEODETIC SURVEY
 EL0485.in June 1991.
 EL0485
 EL0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0485.GEOID18 height accuracy estimate available here.
 EL0485
 EL0485.Click photographs - Photos may exist for this station.
 EL0485
 EL0485.The dynamic height is computed by dividing the NAVD 88
 EL0485.geopotential number by the normal gravity value computed on the
 EL0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0485.degrees latitude (g = 980.6199 gals.).
 EL0485
 EL0485.The modeled gravity was interpolated from observed gravity values.
 EL0485
 EL0485;                    North         East    Units  Estimated Accuracy
 EL0485;SPC OK S     -   116,470.      604,040.      MT  (+/- 180 meters Scaled)
 EL0485
 EL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND959051(NAD 83)
 EL0485
 EL0485                          SUPERSEDED SURVEY CONTROL
 EL0485
 EL0485  NGVD 29 (??/??/92)  302.382  (m)          992.06   (f) ADJ UNCH    1 2
 EL0485
 EL0485.Superseded values are not recommended for survey control.
 EL0485
 EL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0485.See file dsdata.pdf to determine how the superseded data were derived.
 EL0485
 EL0485_MARKER: DB = BENCH MARK DISK
 EL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0485_STAMPING: B 43 1934
 EL0485_MARK LOGO: CGS
 EL0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0485+STABILITY: SURFACE MOTION
 EL0485
 EL0485  HISTORY     - Date     Condition        Report By
 EL0485  HISTORY     - 1934     MONUMENTED       CGS
 EL0485  HISTORY     - 1947     GOOD             CGS
 EL0485  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0485
 EL0485                          STATION DESCRIPTION
 EL0485
 EL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0485'1 MI N FROM COMANCHE.
 EL0485'1.0 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EL0485'FROM THE STATION AT COMANCHE, STEPHENS COUNTY, 66 FEET NORTH OF
 EL0485'THE TWENTIETH POLE SOUTH OF MILEPOST 484, 45 FEET WEST OF THE
 EL0485'WEST RAIL, AND 5 FEET SOUTH OF A GATE IN THE WEST RIGHT-OF-WAY
 EL0485'FENCE.  A STANDARD DISK, STAMPED B 43 1934 AND SET IN THE TOP
 EL0485'OF A CONCRETE POST.
 EL0485
 EL0485                          STATION RECOVERY (1947)
 EL0485
 EL0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 EL0485'RECOVERED IN GOOD CONDITION.
 EL0485
 EL0485                          STATION RECOVERY (1986)
 EL0485
 EL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0485'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0494 ***********************************************************************
 EL0494  DESIGNATION -  B 44
 EL0494  PID         -  EL0494
 EL0494  STATE/COUNTY-  OK/JEFFERSON
 EL0494  COUNTRY     -  US
 EL0494  USGS QUAD   -  WAURIKA EAST (2018)
 EL0494
 EL0494                         *CURRENT SURVEY CONTROL
 EL0494  ______________________________________________________________________
 EL0494* NAD 83(1986) POSITION- 34 09 27.     (N) 097 56 49.     (W)   SCALED
 EL0494* NAVD 88 ORTHO HEIGHT -   293.368 (meters)      962.49  (feet) ADJUSTED
 EL0494  ______________________________________________________________________
 EL0494  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 EL0494  DYNAMIC HEIGHT  -        293.072 (meters)      961.52  (feet) COMP
 EL0494  MODELED GRAVITY -    979,618.2   (mgal)                       NAVD 88
 EL0494
 EL0494  VERT ORDER      -  FIRST     CLASS II
 EL0494
 EL0494.The horizontal coordinates were scaled from a map and have
 EL0494.an estimated accuracy of +/- 6 seconds.
 EL0494
 EL0494.The orthometric height was determined by differential leveling and
 EL0494.adjusted by the NATIONAL GEODETIC SURVEY
 EL0494.in June 1991.
 EL0494
 EL0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0494.GEOID18 height accuracy estimate available here.
 EL0494
 EL0494.Click photographs - Photos may exist for this station.
 EL0494
 EL0494.The dynamic height is computed by dividing the NAVD 88
 EL0494.geopotential number by the normal gravity value computed on the
 EL0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0494.degrees latitude (g = 980.6199 gals.).
 EL0494
 EL0494.The modeled gravity was interpolated from observed gravity values.
 EL0494
 EL0494;                    North         East    Units  Estimated Accuracy
 EL0494;SPC OK S     -    91,420.      604,890.      MT  (+/- 180 meters Scaled)
 EL0494
 EL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC970801(NAD 83)
 EL0494
 EL0494                          SUPERSEDED SURVEY CONTROL
 EL0494
 EL0494  NGVD 29 (??/??/92)  293.256  (m)          962.12   (f) ADJ UNCH    1 2
 EL0494
 EL0494.Superseded values are not recommended for survey control.
 EL0494
 EL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0494.See file dsdata.pdf to determine how the superseded data were derived.
 EL0494
 EL0494_MARKER: DB = BENCH MARK DISK
 EL0494_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0494_SP_SET: HEADWALL
 EL0494_STAMPING: B 44 1934
 EL0494_MARK LOGO: CGS
 EL0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0494+STABILITY: SURFACE MOTION
 EL0494
 EL0494  HISTORY     - Date     Condition        Report By
 EL0494  HISTORY     - 1934     MONUMENTED       CGS
 EL0494  HISTORY     - 1963     GOOD
 EL0494  HISTORY     - 1986     GOOD             NGS
 EL0494
 EL0494                          STATION DESCRIPTION
 EL0494
 EL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0494'3.2 MI E FROM WAURIKA.
 EL0494'3.2 MILES EAST OF CRIPRR STATION AT WAURIKA, SET ONE FOOT SOUTH
 EL0494'OF THE NORTH END OF WEST HEAD-WALL OF A CONCRETE BOX CULVERT,
 EL0494'ON U.S. HIGHWAY 70.  45 FEET SOUTH OF THE CENTER LINE OF THE
 EL0494'HIGHWAY.  21 FEET WEST OF THE CENTER LINE OF THE SECTION LINE
 EL0494'ROAD.
 EL0494
 EL0494                          STATION RECOVERY (1963)
 EL0494
 EL0494'RECOVERED 1963
 EL0494'RECOVERED IN GOOD CONDITION.
 EL0494
 EL0494                          STATION RECOVERY (1986)
 EL0494
 EL0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0253 ***********************************************************************
 EL0253  DESIGNATION -  B 45
 EL0253  PID         -  EL0253
 EL0253  STATE/COUNTY-  OK/PONTOTOC
 EL0253  COUNTRY     -  US
 EL0253  USGS QUAD   -  STRATFORD (2018)
 EL0253
 EL0253                         *CURRENT SURVEY CONTROL
 EL0253  ______________________________________________________________________
 EL0253* NAD 83(1986) POSITION- 34 47 41.     (N) 096 55 55.     (W)   SCALED
 EL0253* NAVD 88 ORTHO HEIGHT -   337.601 (meters)     1107.61  (feet) ADJUSTED
 EL0253  ______________________________________________________________________
 EL0253  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 EL0253  DYNAMIC HEIGHT  -        337.270 (meters)     1106.53  (feet) COMP
 EL0253  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 EL0253
 EL0253  VERT ORDER      -  SECOND    CLASS 0
 EL0253
 EL0253.The horizontal coordinates were scaled from a map and have
 EL0253.an estimated accuracy of +/- 6 seconds.
 EL0253
 EL0253.The orthometric height was determined by differential leveling and
 EL0253.adjusted by the NATIONAL GEODETIC SURVEY
 EL0253.in June 1991.
 EL0253
 EL0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0253.GEOID18 height accuracy estimate available here.
 EL0253
 EL0253.Click photographs - Photos may exist for this station.
 EL0253
 EL0253.The dynamic height is computed by dividing the NAVD 88
 EL0253.geopotential number by the normal gravity value computed on the
 EL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0253.degrees latitude (g = 980.6199 gals.).
 EL0253
 EL0253.The modeled gravity was interpolated from observed gravity values.
 EL0253
 EL0253;                    North         East    Units  Estimated Accuracy
 EL0253;SPC OK S     -   162,620.      697,740.      MT  (+/- 180 meters Scaled)
 EL0253
 EL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD891522(NAD 83)
 EL0253
 EL0253                          SUPERSEDED SURVEY CONTROL
 EL0253
 EL0253  NGVD 29 (??/??/92)  337.506  (m)         1107.30   (f) ADJ UNCH    2 0
 EL0253
 EL0253.Superseded values are not recommended for survey control.
 EL0253
 EL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0253.See file dsdata.pdf to determine how the superseded data were derived.
 EL0253
 EL0253_MARKER: DB = BENCH MARK DISK
 EL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0253_STAMPING: B 45 1934
 EL0253_MARK LOGO: CGS
 EL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0253+STABILITY: SURFACE MOTION
 EL0253
 EL0253  HISTORY     - Date     Condition        Report By
 EL0253  HISTORY     - 1934     MONUMENTED       CGS
 EL0253  HISTORY     - 20220411 MARK NOT FOUND   OKDOT
 EL0253
 EL0253                          STATION DESCRIPTION
 EL0253
 EL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0253'1.8 MILES SOUTH EAST OF A.T. AND S.F. RR. STATION AT STRATFORD
 EL0253'33 FEET SOUTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 EL0253'RAILWAY TRACK.  24 FEET WEST OF CENTER LINE OF GARVIN AND
 EL0253'PONTOTOC COUNTY LINE ROAD, IN SOUTHWEST CORNER OF RAILROAD
 EL0253'PROPERTY FENCE.
 EL0253
 EL0253                          STATION RECOVERY (2022)
 EL0253
 EL0253'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0253'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0402 ***********************************************************************
 GH0402  DESIGNATION -  B 46
 GH0402  PID         -  GH0402
 GH0402  STATE/COUNTY-  OK/GARFIELD
 GH0402  COUNTRY     -  US
 GH0402  USGS QUAD   -  WAUKOMIS (2018)
 GH0402
 GH0402                         *CURRENT SURVEY CONTROL
 GH0402  ______________________________________________________________________
 GH0402* NAD 83(1986) POSITION- 36 19 04.     (N) 097 53 46.     (W)   SCALED
 GH0402* NAVD 88 ORTHO HEIGHT -   375.792 (meters)     1232.91  (feet) ADJUSTED
 GH0402  ______________________________________________________________________
 GH0402  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 GH0402  DYNAMIC HEIGHT  -        375.459 (meters)     1231.82  (feet) COMP
 GH0402  MODELED GRAVITY -    979,735.7   (mgal)                       NAVD 88
 GH0402
 GH0402  VERT ORDER      -  FIRST     CLASS II
 GH0402
 GH0402.The horizontal coordinates were scaled from a map and have
 GH0402.an estimated accuracy of +/- 6 seconds.
 GH0402
 GH0402.The orthometric height was determined by differential leveling and
 GH0402.adjusted by the NATIONAL GEODETIC SURVEY
 GH0402.in June 1991.
 GH0402
 GH0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0402.GEOID18 height accuracy estimate available here.
 GH0402
 GH0402.Click photographs - Photos may exist for this station.
 GH0402
 GH0402.The dynamic height is computed by dividing the NAVD 88
 GH0402.geopotential number by the normal gravity value computed on the
 GH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0402.degrees latitude (g = 980.6199 gals.).
 GH0402
 GH0402.The modeled gravity was interpolated from observed gravity values.
 GH0402
 GH0402;                    North         East    Units  Estimated Accuracy
 GH0402;SPC OK N     -   146,220.      609,330.      MT  (+/- 180 meters Scaled)
 GH0402
 GH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF990197(NAD 83)
 GH0402
 GH0402                          SUPERSEDED SURVEY CONTROL
 GH0402
 GH0402  NGVD 29 (??/??/92)  375.646  (m)         1232.43   (f) ADJ UNCH    1 2
 GH0402
 GH0402.Superseded values are not recommended for survey control.
 GH0402
 GH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0402.See file dsdata.pdf to determine how the superseded data were derived.
 GH0402
 GH0402_MARKER: DB = BENCH MARK DISK
 GH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0402_STAMPING: B 46 1934
 GH0402_MARK LOGO: CGS
 GH0402_PROJECTION: PROJECTING 6 CENTIMETERS
 GH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0402+STABILITY: SURFACE MOTION
 GH0402
 GH0402  HISTORY     - Date     Condition        Report By
 GH0402  HISTORY     - 1934     MONUMENTED       CGS
 GH0402  HISTORY     - 1953     GOOD             CGS
 GH0402  HISTORY     - 1978     MARK NOT FOUND   USGS
 GH0402  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0402
 GH0402                          STATION DESCRIPTION
 GH0402
 GH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0402'2.5 MI N FROM WAUKOMIS.
 GH0402'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0402'RAILROAD FROM THE STATION AT WAUKOMIS, AT A ROAD CROSSING, 1 1/2
 GH0402'POLES NORTH OF MILEPOST 347, 30 FEET WEST OF THE WEST RAIL, 22
 GH0402'FEET SOUTH OF THE CENTER LINE OF A ROAD, 4 FEET WEST OF A
 GH0402'CROSSING SIGN, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 GH0402'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GH0402
 GH0402                          STATION RECOVERY (1978)
 GH0402
 GH0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GH0402'MARK NOT FOUND.
 GH0402
 GH0402                          STATION RECOVERY (1985)
 GH0402
 GH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0402'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0303 ***********************************************************************
 GH0303  DESIGNATION -  B 47
 GH0303  PID         -  GH0303
 GH0303  STATE/COUNTY-  OK/NOBLE
 GH0303  COUNTRY     -  US
 GH0303  USGS QUAD   -  PERRY (2018)
 GH0303
 GH0303                         *CURRENT SURVEY CONTROL
 GH0303  ______________________________________________________________________
 GH0303* NAD 83(1986) POSITION- 36 17 11.9    (N) 097 17 12.5    (W)   HD_HELD2
 GH0303* NAVD 88 ORTHO HEIGHT -   306.660 (meters)     1006.10  (feet) ADJUSTED
 GH0303  ______________________________________________________________________
 GH0303  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 GH0303  DYNAMIC HEIGHT  -        306.386 (meters)     1005.20  (feet) COMP
 GH0303  MODELED GRAVITY -    979,729.5   (mgal)                       NAVD 88
 GH0303
 GH0303  VERT ORDER      -  SECOND    CLASS 0
 GH0303
 GH0303.The horizontal coordinates were established by autonomous hand held GPS
 GH0303.observations and have an estimated accuracy of +/- 10 meters.
 GH0303
 GH0303.The orthometric height was determined by differential leveling and
 GH0303.adjusted by the NATIONAL GEODETIC SURVEY
 GH0303.in June 1991.
 GH0303
 GH0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0303.GEOID18 height accuracy estimate available here.
 GH0303
 GH0303.Click photographs - Photos may exist for this station.
 GH0303
 GH0303.The dynamic height is computed by dividing the NAVD 88
 GH0303.geopotential number by the normal gravity value computed on the
 GH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0303.degrees latitude (g = 980.6199 gals.).
 GH0303
 GH0303.The modeled gravity was interpolated from observed gravity values.
 GH0303
 GH0303;                    North         East    Units  Estimated Accuracy
 GH0303;SPC OK N     -   142,992.      664,067.      MT  (+/- 10 meters HH2 GPS)
 GH0303
 GH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5385217103(NAD 83)
 GH0303
 GH0303                          SUPERSEDED SURVEY CONTROL
 GH0303
 GH0303  NGVD 29 (??/??/92)  306.525  (m)         1005.66   (f) ADJ UNCH    2 0
 GH0303
 GH0303.Superseded values are not recommended for survey control.
 GH0303
 GH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0303.See file dsdata.pdf to determine how the superseded data were derived.
 GH0303
 GH0303_MARKER: DB = BENCH MARK DISK
 GH0303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GH0303_SP_SET: STEP
 GH0303_STAMPING: B 47 1934
 GH0303_MARK LOGO: CGS
 GH0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0303+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2013
 GH0303
 GH0303  HISTORY     - Date     Condition        Report By
 GH0303  HISTORY     - 1934     MONUMENTED       CGS
 GH0303  HISTORY     - 20080529 POOR             GEOCAC
 GH0303  HISTORY     - 20130315 GOOD             GEOCAC
 GH0303  HISTORY     - 20140412 POOR             GEOCAC
 GH0303
 GH0303                          STATION DESCRIPTION
 GH0303
 GH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0303'AT PERRY.
 GH0303'AT PERRY, NOBLE COUNTY, AT THE COUNTY COURTHOUSE, AT THE WEST
 GH0303'ENTRANCE, IN THE TOP OF THE CONCRETE STEP, 7.3 FEET SOUTH
 GH0303'OF THE CENTER OF THE WEST ENTRANCE DOOR, 0.9 FOOT NORTH OF THE
 GH0303'SOUTH END OF THE STEP, AND 0.9 FOOT EAST OF THE WEST EDGE.  A
 GH0303'STANDARD DISK, STAMPED B 47 1934.
 GH0303
 GH0303                          STATION RECOVERY (2008)
 GH0303
 GH0303'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 GH0303'TOP OF DISK BADLY SCRAPED UNABLE TO READ DESIGNATION
 GH0303
 GH0303                          STATION RECOVERY (2013)
 GH0303
 GH0303'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 GH0303'RECOVERED IN GOOD CONDITION.
 GH0303
 GH0303                          STATION RECOVERY (2014)
 GH0303
 GH0303'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0303'LOCATION AS DESCRIBED.  THE STAMPING AND DATUM POINT HAS BEEN REMOVED
 GH0303'FROM THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0134 ***********************************************************************
 GH0134  DESIGNATION -  B 48
 GH0134  PID         -  GH0134
 GH0134  STATE/COUNTY-  OK/PAWNEE
 GH0134  COUNTRY     -  US
 GH0134  USGS QUAD   -  JENNINGS (2018)
 GH0134
 GH0134                         *CURRENT SURVEY CONTROL
 GH0134  ______________________________________________________________________
 GH0134* NAD 83(1986) POSITION- 36 13 55.     (N) 096 34 27.     (W)   SCALED
 GH0134* NAVD 88 ORTHO HEIGHT -   275.653 (meters)      904.37  (feet) ADJUSTED
 GH0134  ______________________________________________________________________
 GH0134  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 GH0134  DYNAMIC HEIGHT  -        275.415 (meters)      903.59  (feet) COMP
 GH0134  MODELED GRAVITY -    979,761.5   (mgal)                       NAVD 88
 GH0134
 GH0134  VERT ORDER      -  SECOND    CLASS 0
 GH0134
 GH0134.The horizontal coordinates were scaled from a map and have
 GH0134.an estimated accuracy of +/- 6 seconds.
 GH0134
 GH0134.The orthometric height was determined by differential leveling and
 GH0134.adjusted by the NATIONAL GEODETIC SURVEY
 GH0134.in June 1991.
 GH0134
 GH0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0134.GEOID18 height accuracy estimate available here.
 GH0134
 GH0134.Click photographs - Photos may exist for this station.
 GH0134
 GH0134.The dynamic height is computed by dividing the NAVD 88
 GH0134.geopotential number by the normal gravity value computed on the
 GH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0134.degrees latitude (g = 980.6199 gals.).
 GH0134
 GH0134.The modeled gravity was interpolated from observed gravity values.
 GH0134
 GH0134;                    North         East    Units  Estimated Accuracy
 GH0134;SPC OK N     -   137,630.      728,170.      MT  (+/- 180 meters Scaled)
 GH0134
 GH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF180124(NAD 83)
 GH0134
 GH0134                          SUPERSEDED SURVEY CONTROL
 GH0134
 GH0134  NGVD 29 (??/??/92)  275.544  (m)          904.01   (f) ADJ UNCH    2 0
 GH0134
 GH0134.Superseded values are not recommended for survey control.
 GH0134
 GH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0134.See file dsdata.pdf to determine how the superseded data were derived.
 GH0134
 GH0134_MARKER: DB = BENCH MARK DISK
 GH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0134_STAMPING: B 48 1934
 GH0134_MARK LOGO: CGS
 GH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0134+STABILITY: SURFACE MOTION
 GH0134
 GH0134  HISTORY     - Date     Condition        Report By
 GH0134  HISTORY     - 1934     MONUMENTED       CGS
 GH0134  HISTORY     - 1975     MARK NOT FOUND   USGS
 GH0134
 GH0134                          STATION DESCRIPTION
 GH0134
 GH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0134'AT HALLETT.
 GH0134'AT HALLETT, PAWNEE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GH0134'RAILWAY, 66 FEET SOUTH OF THE STATION, 110 FEET NORTHWEST OF
 GH0134'A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GH0134'AND 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0134'STAMPED B 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0134
 GH0134                          STATION RECOVERY (1975)
 GH0134
 GH0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GH0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0148 ***********************************************************************
 GH0148  DESIGNATION -  B 50
 GH0148  PID         -  GH0148
 GH0148  STATE/COUNTY-  OK/PAWNEE
 GH0148  COUNTRY     -  US
 GH0148  USGS QUAD   -  MARAMEC (2018)
 GH0148
 GH0148                         *CURRENT SURVEY CONTROL
 GH0148  ______________________________________________________________________
 GH0148* NAD 83(1986) POSITION- 36 13 03.     (N) 096 41 09.     (W)   SCALED
 GH0148* NAVD 88 ORTHO HEIGHT -   277.358 (meters)      909.97  (feet) ADJUSTED
 GH0148  ______________________________________________________________________
 GH0148  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 GH0148  DYNAMIC HEIGHT  -        277.115 (meters)      909.17  (feet) COMP
 GH0148  MODELED GRAVITY -    979,748.8   (mgal)                       NAVD 88
 GH0148
 GH0148  VERT ORDER      -  SECOND    CLASS 0
 GH0148
 GH0148.The horizontal coordinates were scaled from a map and have
 GH0148.an estimated accuracy of +/- 6 seconds.
 GH0148
 GH0148.The orthometric height was determined by differential leveling and
 GH0148.adjusted by the NATIONAL GEODETIC SURVEY
 GH0148.in June 1991.
 GH0148
 GH0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0148.GEOID18 height accuracy estimate available here.
 GH0148
 GH0148.Click photographs - Photos may exist for this station.
 GH0148
 GH0148.The dynamic height is computed by dividing the NAVD 88
 GH0148.geopotential number by the normal gravity value computed on the
 GH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0148.degrees latitude (g = 980.6199 gals.).
 GH0148
 GH0148.The modeled gravity was interpolated from observed gravity values.
 GH0148
 GH0148;                    North         East    Units  Estimated Accuracy
 GH0148;SPC OK N     -   135,890.      718,150.      MT  (+/- 180 meters Scaled)
 GH0148
 GH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF080105(NAD 83)
 GH0148
 GH0148                          SUPERSEDED SURVEY CONTROL
 GH0148
 GH0148  NGVD 29 (??/??/92)  277.252  (m)          909.62   (f) ADJ UNCH    2 0
 GH0148
 GH0148.Superseded values are not recommended for survey control.
 GH0148
 GH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0148.See file dsdata.pdf to determine how the superseded data were derived.
 GH0148
 GH0148_MARKER: DB = BENCH MARK DISK
 GH0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0148_SP_SET: BRIDGE PIER
 GH0148_STAMPING: B 50 1934
 GH0148_MARK LOGO: CGS
 GH0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0148
 GH0148  HISTORY     - Date     Condition        Report By
 GH0148  HISTORY     - 1934     MONUMENTED       CGS
 GH0148
 GH0148                          STATION DESCRIPTION
 GH0148
 GH0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0148'1.9 MI S FROM MARAMEC.
 GH0148'1.9 MILES SOUTH OF AT AND SF RR DEPOT, AT MARAMEC IN THE TOP
 GH0148'OF NORTHEAST CORNER OF THE FIRST CONCRETE PIER NORTH OF THE
 GH0148'SOUTH END OF RAILROAD BRIDGE 64B OVER THE EAST AND WEST SECTION
 GH0148'LINE ROAD.  10 FEET EAST AND THREE FEET BELOW THE LEVEL OF
 GH0148'ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0196 ***********************************************************************
 GH0196  DESIGNATION -  B 51
 GH0196  PID         -  GH0196
 GH0196  STATE/COUNTY-  OK/KAY
 GH0196  COUNTRY     -  US
 GH0196  USGS QUAD   -  UNCAS (2018)
 GH0196
 GH0196                         *CURRENT SURVEY CONTROL
 GH0196  ______________________________________________________________________
 GH0196* NAD 83(1986) POSITION- 36 50 24.     (N) 096 59 44.     (W)   SCALED
 GH0196* NAVD 88 ORTHO HEIGHT -   342.055 (meters)     1122.23  (feet) ADJUSTED
 GH0196  ______________________________________________________________________
 GH0196  GEOID HEIGHT    -        -28.999 (meters)                     GEOID18
 GH0196  DYNAMIC HEIGHT  -        341.762 (meters)     1121.26  (feet) COMP
 GH0196  MODELED GRAVITY -    979,765.6   (mgal)                       NAVD 88
 GH0196
 GH0196  VERT ORDER      -  SECOND    CLASS 0
 GH0196
 GH0196.The horizontal coordinates were scaled from a map and have
 GH0196.an estimated accuracy of +/- 6 seconds.
 GH0196
 GH0196.The orthometric height was determined by differential leveling and
 GH0196.adjusted by the NATIONAL GEODETIC SURVEY
 GH0196.in June 1991.
 GH0196
 GH0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0196.GEOID18 height accuracy estimate available here.
 GH0196
 GH0196.Click photographs - Photos may exist for this station.
 GH0196
 GH0196.The dynamic height is computed by dividing the NAVD 88
 GH0196.geopotential number by the normal gravity value computed on the
 GH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0196.degrees latitude (g = 980.6199 gals.).
 GH0196
 GH0196.The modeled gravity was interpolated from observed gravity values.
 GH0196
 GH0196;                    North         East    Units  Estimated Accuracy
 GH0196;SPC OK N     -   204,630.      689,590.      MT  (+/- 180 meters Scaled)
 GH0196
 GH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF787789(NAD 83)
 GH0196
 GH0196                          SUPERSEDED SURVEY CONTROL
 GH0196
 GH0196  NGVD 29 (??/??/92)  341.928  (m)         1121.81   (f) ADJ UNCH    2 0
 GH0196
 GH0196.Superseded values are not recommended for survey control.
 GH0196
 GH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0196.See file dsdata.pdf to determine how the superseded data were derived.
 GH0196
 GH0196_MARKER: DB = BENCH MARK DISK
 GH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0196_STAMPING: 1121.809 B 51 1934
 GH0196_MARK LOGO: CGS
 GH0196_PROJECTION: PROJECTING 18 CENTIMETERS
 GH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0196+STABILITY: SURFACE MOTION
 GH0196
 GH0196  HISTORY     - Date     Condition        Report By
 GH0196  HISTORY     - 1934     MONUMENTED       CGS
 GH0196  HISTORY     - 1963     POOR             USGS
 GH0196
 GH0196                          STATION DESCRIPTION
 GH0196
 GH0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0196'4.4 MI SE FROM NEWKIRK.
 GH0196'ABOUT 4.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0196'FE RAILWAY FROM THE STATION AT NEWKIRK, KAY COUNTY, 153 FEET
 GH0196'EAST OF CULVERT 5 B, 36 FEET WEST OF THE INTERSECTION OF
 GH0196'NORTH-AND-SOUTH AND EAST-AND-WEST SECTION-LINE ROADS AND THE
 GH0196'RAILROAD, 58 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 GH0196'AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0196'STAMPED 1121.809 B 51 1934 AND SET IN THE TOP OF A CONCRETE
 GH0196'POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 GH0196
 GH0196                          STATION RECOVERY (1963)
 GH0196
 GH0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GH0196'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0158 ***********************************************************************
 EL0158  DESIGNATION -  B 56
 EL0158  PID         -  EL0158
 EL0158  STATE/COUNTY-  OK/ATOKA
 EL0158  COUNTRY     -  US
 EL0158  USGS QUAD   -  LEHIGH (2019)
 EL0158
 EL0158                         *CURRENT SURVEY CONTROL
 EL0158  ______________________________________________________________________
 EL0158* NAD 83(1986) POSITION- 34 24 57.     (N) 096 11 30.     (W)   SCALED
 EL0158* NAVD 88 ORTHO HEIGHT -   174.997 (meters)      574.14  (feet) ADJUSTED
 EL0158  ______________________________________________________________________
 EL0158  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 EL0158  DYNAMIC HEIGHT  -        174.819 (meters)      573.55  (feet) COMP
 EL0158  MODELED GRAVITY -    979,618.1   (mgal)                       NAVD 88
 EL0158
 EL0158  VERT ORDER      -  SECOND    CLASS 0
 EL0158
 EL0158.The horizontal coordinates were scaled from a map and have
 EL0158.an estimated accuracy of +/- 6 seconds.
 EL0158
 EL0158.The orthometric height was determined by differential leveling and
 EL0158.adjusted by the NATIONAL GEODETIC SURVEY
 EL0158.in June 1991.
 EL0158
 EL0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0158.GEOID18 height accuracy estimate available here.
 EL0158
 EL0158.Click photographs - Photos may exist for this station.
 EL0158
 EL0158.The dynamic height is computed by dividing the NAVD 88
 EL0158.geopotential number by the normal gravity value computed on the
 EL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0158.degrees latitude (g = 980.6199 gals.).
 EL0158
 EL0158.The modeled gravity was interpolated from observed gravity values.
 EL0158
 EL0158;                    North         East    Units  Estimated Accuracy
 EL0158;SPC OK S     -   121,560.      766,230.      MT  (+/- 180 meters Scaled)
 EL0158
 EL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD581118(NAD 83)
 EL0158
 EL0158                          SUPERSEDED SURVEY CONTROL
 EL0158
 EL0158  NGVD 29 (??/??/92)  174.924  (m)          573.90   (f) ADJ UNCH    2 0
 EL0158
 EL0158.Superseded values are not recommended for survey control.
 EL0158
 EL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0158.See file dsdata.pdf to determine how the superseded data were derived.
 EL0158
 EL0158_MARKER: DB = BENCH MARK DISK
 EL0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0158_SP_SET: CULVERT
 EL0158_STAMPING: B 56 1934
 EL0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0158
 EL0158  HISTORY     - Date     Condition        Report By
 EL0158  HISTORY     - 1934     MONUMENTED       CGS
 EL0158
 EL0158                          STATION DESCRIPTION
 EL0158
 EL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0158'4.3 MI SE FROM LEHIGH.
 EL0158'4.3 MILES SOUTHEAST OF O.C.A.A. RR STATION AT LEHIGH, 0.2 MILE
 EL0158'NORTHWEST OF MILE POST 470.  900 FEET EAST OF COAL COUNTY, AND ATOKA
 EL0158'COUNTY LINE.  15 FEET SOUTH OF THE NEAREST RAIL OF OKLAHOMA
 EL0158'CITY-ADA AND ATOKA RAILWAY TRACK.  5 FEET BELOW THE LEVEL OF THE
 EL0158'TRACK, AND SET IN THE WEST END OF A CONCRETE RAILROAD CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0233 ***********************************************************************
 EL0233  DESIGNATION -  B 57
 EL0233  PID         -  EL0233
 EL0233  STATE/COUNTY-  OK/PONTOTOC
 EL0233  COUNTRY     -  US
 EL0233  USGS QUAD   -  ADA (2018)
 EL0233
 EL0233                         *CURRENT SURVEY CONTROL
 EL0233  ______________________________________________________________________
 EL0233* NAD 83(1986) POSITION- 34 46 29.     (N) 096 40 53.     (W)   SCALED
 EL0233* NAVD 88 ORTHO HEIGHT -   307.811 (meters)     1009.88  (feet) ADJUSTED
 EL0233  ______________________________________________________________________
 EL0233  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 EL0233  DYNAMIC HEIGHT  -        307.509 (meters)     1008.89  (feet) COMP
 EL0233  MODELED GRAVITY -    979,647.0   (mgal)                       NAVD 88
 EL0233
 EL0233  VERT ORDER      -  SECOND    CLASS 0
 EL0233
 EL0233.The horizontal coordinates were scaled from a map and have
 EL0233.an estimated accuracy of +/- 6 seconds.
 EL0233
 EL0233.The orthometric height was determined by differential leveling and
 EL0233.adjusted by the NATIONAL GEODETIC SURVEY
 EL0233.in June 1991.
 EL0233
 EL0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0233.GEOID18 height accuracy estimate available here.
 EL0233
 EL0233.Click photographs - Photos may exist for this station.
 EL0233
 EL0233.The dynamic height is computed by dividing the NAVD 88
 EL0233.geopotential number by the normal gravity value computed on the
 EL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0233.degrees latitude (g = 980.6199 gals.).
 EL0233
 EL0233.The modeled gravity was interpolated from observed gravity values.
 EL0233
 EL0233;                    North         East    Units  Estimated Accuracy
 EL0233;SPC OK S     -   160,670.      720,690.      MT  (+/- 180 meters Scaled)
 EL0233
 EL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD121505(NAD 83)
 EL0233
 EL0233                          SUPERSEDED SURVEY CONTROL
 EL0233
 EL0233  NGVD 29 (??/??/92)  307.712  (m)         1009.55   (f) ADJ UNCH    2 0
 EL0233
 EL0233.Superseded values are not recommended for survey control.
 EL0233
 EL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0233.See file dsdata.pdf to determine how the superseded data were derived.
 EL0233
 EL0233_MARKER: DB = BENCH MARK DISK
 EL0233_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0233_SP_SET: PILLAR
 EL0233_STAMPING: B 57 1934
 EL0233_MARK LOGO: CGS
 EL0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0233+STABILITY: SURFACE MOTION
 EL0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0233+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 EL0233
 EL0233  HISTORY     - Date     Condition        Report By
 EL0233  HISTORY     - 1934     MONUMENTED       CGS
 EL0233  HISTORY     - 20080226 GOOD             AIRDAT
 EL0233
 EL0233                          STATION DESCRIPTION
 EL0233
 EL0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0233'AT ADA.
 EL0233'AT ADA.  SET VERTICAL, IN CENTER PILLAR.  27 FEET WEST OF SAINT
 EL0233'LOUIS AND SAN FRANCISCO RAILWAY STATION TICKET OFFICE WINDOW.
 EL0233'22 FEET SOUTH OF THE NEAREST RAIL OF THE MAIN TRACK.  4 FEET
 EL0233'ABOVE THE PLATFORM.
 EL0233
 EL0233                          STATION RECOVERY (2008)
 EL0233
 EL0233'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 EL0233'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0211 ***********************************************************************
 EL0211  DESIGNATION -  B 58
 EL0211  PID         -  EL0211
 EL0211  STATE/COUNTY-  OK/MURRAY
 EL0211  COUNTRY     -  US
 EL0211  USGS QUAD   -  SULPHUR SOUTH (2018)
 EL0211
 EL0211                         *CURRENT SURVEY CONTROL
 EL0211  ______________________________________________________________________
 EL0211* NAD 83(1986) POSITION- 34 29 39.     (N) 096 57 48.     (W)   SCALED
 EL0211* NAVD 88 ORTHO HEIGHT -   324.497 (meters)     1064.62  (feet) ADJUSTED
 EL0211  ______________________________________________________________________
 EL0211  GEOID HEIGHT    -        -25.304 (meters)                     GEOID18
 EL0211  DYNAMIC HEIGHT  -        324.177 (meters)     1063.57  (feet) COMP
 EL0211  MODELED GRAVITY -    979,639.4   (mgal)                       NAVD 88
 EL0211
 EL0211  VERT ORDER      -  SECOND    CLASS 0
 EL0211
 EL0211.The horizontal coordinates were scaled from a map and have
 EL0211.an estimated accuracy of +/- 6 seconds.
 EL0211
 EL0211.The orthometric height was determined by differential leveling and
 EL0211.adjusted by the NATIONAL GEODETIC SURVEY
 EL0211.in June 1991.
 EL0211
 EL0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0211.GEOID18 height accuracy estimate available here.
 EL0211
 EL0211.Click photographs - Photos may exist for this station.
 EL0211
 EL0211.The dynamic height is computed by dividing the NAVD 88
 EL0211.geopotential number by the normal gravity value computed on the
 EL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0211.degrees latitude (g = 980.6199 gals.).
 EL0211
 EL0211.The modeled gravity was interpolated from observed gravity values.
 EL0211
 EL0211;                    North         East    Units  Estimated Accuracy
 EL0211;SPC OK S     -   129,250.      695,210.      MT  (+/- 180 meters Scaled)
 EL0211
 EL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD869188(NAD 83)
 EL0211
 EL0211                          SUPERSEDED SURVEY CONTROL
 EL0211
 EL0211  NGVD 29 (??/??/92)  324.421  (m)         1064.37   (f) ADJ UNCH    2 0
 EL0211
 EL0211.Superseded values are not recommended for survey control.
 EL0211
 EL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0211.See file dsdata.pdf to determine how the superseded data were derived.
 EL0211
 EL0211_MARKER: DB = BENCH MARK DISK
 EL0211_SETTING: 66 = SET IN ROCK OUTCROP
 EL0211_STAMPING: B 58 1934
 EL0211_MARK LOGO: CGS
 EL0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0211+STABILITY: POSITION/ELEVATION WELL
 EL0211
 EL0211  HISTORY     - Date     Condition        Report By
 EL0211  HISTORY     - 1934     MONUMENTED       CGS
 EL0211  HISTORY     - 1961     MARK NOT FOUND   USGS
 EL0211
 EL0211                          STATION DESCRIPTION
 EL0211
 EL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0211'1.3 MI SE FROM SULPHUR.
 EL0211'1.3 MILES SOUTHEAST OF ST.L. AND S.F. R.R. STATION AT SULPHUR
 EL0211'IN PLATT NATIONAL PARK, SET IN OUTCROP OF SAND STONE, ON EAST
 EL0211'BOUNDARY OF PARK.  100 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 EL0211'WAR VETERAN HOSPITAL GROUNDS.  27 FEET SOUTH OF CENTER LINE OF
 EL0211'HIGHWAY U.S. 18.
 EL0211
 EL0211                          STATION RECOVERY (1961)
 EL0211
 EL0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0402 ***********************************************************************
 FJ0402  DESIGNATION -  B 59
 FJ0402  PID         -  FJ0402
 FJ0402  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0402  COUNTRY     -  US
 FJ0402  USGS QUAD   -  TRIBBEY (2018)
 FJ0402
 FJ0402                         *CURRENT SURVEY CONTROL
 FJ0402  ______________________________________________________________________
 FJ0402* NAD 83(1986) POSITION- 35 02 29.     (N) 097 02 27.     (W)   SCALED
 FJ0402* NAVD 88 ORTHO HEIGHT -   291.897 (meters)      957.67  (feet) ADJUSTED
 FJ0402  ______________________________________________________________________
 FJ0402  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 FJ0402  DYNAMIC HEIGHT  -        291.614 (meters)      956.74  (feet) COMP
 FJ0402  MODELED GRAVITY -    979,655.9   (mgal)                       NAVD 88
 FJ0402
 FJ0402  VERT ORDER      -  SECOND    CLASS 0
 FJ0402
 FJ0402.The horizontal coordinates were scaled from a map and have
 FJ0402.an estimated accuracy of +/- 6 seconds.
 FJ0402
 FJ0402.The orthometric height was determined by differential leveling and
 FJ0402.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0402.in June 1991.
 FJ0402
 FJ0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0402.GEOID18 height accuracy estimate available here.
 FJ0402
 FJ0402.Click photographs - Photos may exist for this station.
 FJ0402
 FJ0402.The dynamic height is computed by dividing the NAVD 88
 FJ0402.geopotential number by the normal gravity value computed on the
 FJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0402.degrees latitude (g = 980.6199 gals.).
 FJ0402
 FJ0402.The modeled gravity was interpolated from observed gravity values.
 FJ0402
 FJ0402;                    North         East    Units  Estimated Accuracy
 FJ0402;SPC OK S     -   189,880.      687,510.      MT  (+/- 180 meters Scaled)
 FJ0402
 FJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD786793(NAD 83)
 FJ0402
 FJ0402                          SUPERSEDED SURVEY CONTROL
 FJ0402
 FJ0402  NGVD 29 (??/??/92)  291.815  (m)          957.40   (f) ADJ UNCH    2 0
 FJ0402
 FJ0402.Superseded values are not recommended for survey control.
 FJ0402
 FJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0402.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0402
 FJ0402_MARKER: DB = BENCH MARK DISK
 FJ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0402_STAMPING: B 58 1934
 FJ0402_MARK LOGO: CGS
 FJ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0402+STABILITY: SURFACE MOTION
 FJ0402
 FJ0402  HISTORY     - Date     Condition        Report By
 FJ0402  HISTORY     - 1934     MONUMENTED       CGS
 FJ0402
 FJ0402                          STATION DESCRIPTION
 FJ0402
 FJ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0402'AT TROUSDALE.
 FJ0402'AT TROUSDALE 150 FEET NORTH OF THE NORTH END OF ATCHISON-TOPEKA
 FJ0402'AND SANTA FE RAILROAD STATION, AT TROUSDALE.  25 FEET EAST OF
 FJ0402'NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0580 ***********************************************************************
 FH0580  DESIGNATION -  B 6
 FH0580  PID         -  FH0580
 FH0580  STATE/COUNTY-  OK/PITTSBURG
 FH0580  COUNTRY     -  US
 FH0580  USGS QUAD   -  FEATHERSTON (2018)
 FH0580
 FH0580                         *CURRENT SURVEY CONTROL
 FH0580  ______________________________________________________________________
 FH0580* NAD 83(1986) POSITION- 35 07 10.     (N) 095 23 05.     (W)   SCALED
 FH0580* NAVD 88 ORTHO HEIGHT -   179.340 (meters)      588.38  (feet) ADJUSTED
 FH0580  ______________________________________________________________________
 FH0580  GEOID HEIGHT    -        -30.622 (meters)                     GEOID18
 FH0580  DYNAMIC HEIGHT  -        179.162 (meters)      587.80  (feet) COMP
 FH0580  MODELED GRAVITY -    979,642.6   (mgal)                       NAVD 88
 FH0580
 FH0580  VERT ORDER      -  FIRST     CLASS II
 FH0580
 FH0580.The horizontal coordinates were scaled from a map and have
 FH0580.an estimated accuracy of +/- 6 seconds.
 FH0580
 FH0580.The orthometric height was determined by differential leveling and
 FH0580.adjusted by the NATIONAL GEODETIC SURVEY
 FH0580.in June 1991.
 FH0580
 FH0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0580.GEOID18 height accuracy estimate available here.
 FH0580
 FH0580.Click photographs - Photos may exist for this station.
 FH0580
 FH0580.The dynamic height is computed by dividing the NAVD 88
 FH0580.geopotential number by the normal gravity value computed on the
 FH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0580.degrees latitude (g = 980.6199 gals.).
 FH0580
 FH0580.The modeled gravity was interpolated from observed gravity values.
 FH0580
 FH0580;                    North         East    Units  Estimated Accuracy
 FH0580;SPC OK S     -   201,210.      838,370.      MT  (+/- 180 meters Scaled)
 FH0580
 FH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU826888(NAD 83)
 FH0580
 FH0580                          SUPERSEDED SURVEY CONTROL
 FH0580
 FH0580  NGVD 29 (??/??/92)  179.230  (m)          588.02   (f) ADJ UNCH    1 2
 FH0580
 FH0580.Superseded values are not recommended for survey control.
 FH0580
 FH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0580.See file dsdata.pdf to determine how the superseded data were derived.
 FH0580
 FH0580_MARKER: DB = BENCH MARK DISK
 FH0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0580_STAMPING: 588.024 B 6 1933
 FH0580_MARK LOGO: CGS
 FH0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0580+STABILITY: SURFACE MOTION
 FH0580
 FH0580  HISTORY     - Date     Condition        Report By
 FH0580  HISTORY     - 1933     MONUMENTED       CGS
 FH0580
 FH0580                          STATION DESCRIPTION
 FH0580
 FH0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0580'1.1 MI W FROM QUINTON.
 FH0580'1.1 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0580'FROM QUINTON, PITTSBURG COUNTY, AT A ROAD CROSSING, 50 FEET
 FH0580'SOUTH OF THE OLD ROADBED, AND 30 FEET EAST OF THE CENTER LINE
 FH0580'OF THE ROAD.  A STANDARD DISK, STAMPED 588.024 B 6 1933 AND SET
 FH0580'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0484 ***********************************************************************
 FH0484  DESIGNATION -  B 60
 FH0484  PID         -  FH0484
 FH0484  STATE/COUNTY-  OK/MUSKOGEE
 FH0484  COUNTRY     -  US
 FH0484  USGS QUAD   -  WEBBERS FALLS (2018)
 FH0484
 FH0484                         *CURRENT SURVEY CONTROL
 FH0484  ______________________________________________________________________
 FH0484* NAD 83(1986) POSITION- 35 35 14.     (N) 095 10 08.     (W)   SCALED
 FH0484* NAVD 88 ORTHO HEIGHT -   151.036 (meters)      495.52  (feet) ADJUSTED
 FH0484  ______________________________________________________________________
 FH0484  GEOID HEIGHT    -        -29.662 (meters)                     GEOID18
 FH0484  DYNAMIC HEIGHT  -        150.897 (meters)      495.07  (feet) COMP
 FH0484  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 FH0484
 FH0484  VERT ORDER      -  SECOND    CLASS 0
 FH0484
 FH0484.The horizontal coordinates were scaled from a map and have
 FH0484.an estimated accuracy of +/- 6 seconds.
 FH0484
 FH0484.The orthometric height was determined by differential leveling and
 FH0484.adjusted by the NATIONAL GEODETIC SURVEY
 FH0484.in June 1991.
 FH0484
 FH0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0484.GEOID18 height accuracy estimate available here.
 FH0484
 FH0484.Click photographs - Photos may exist for this station.
 FH0484
 FH0484.The dynamic height is computed by dividing the NAVD 88
 FH0484.geopotential number by the normal gravity value computed on the
 FH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0484.degrees latitude (g = 980.6199 gals.).
 FH0484
 FH0484.The modeled gravity was interpolated from observed gravity values.
 FH0484
 FH0484;                    North         East    Units  Estimated Accuracy
 FH0484;SPC OK N     -    68,900.      856,550.      MT  (+/- 180 meters Scaled)
 FH0484
 FH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV034403(NAD 83)
 FH0484
 FH0484                          SUPERSEDED SURVEY CONTROL
 FH0484
 FH0484  NGVD 29 (??/??/92)  150.913  (m)          495.12   (f) ADJ UNCH    2 0
 FH0484
 FH0484.Superseded values are not recommended for survey control.
 FH0484
 FH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0484.See file dsdata.pdf to determine how the superseded data were derived.
 FH0484
 FH0484_MARKER: DB = BENCH MARK DISK
 FH0484_SETTING: 80 = SET IN A BOULDER
 FH0484_STAMPING: B 60 1934
 FH0484_MARK LOGO: CGS
 FH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0484+STABILITY: SURFACE MOTION
 FH0484
 FH0484  HISTORY     - Date     Condition        Report By
 FH0484  HISTORY     - 1934     MONUMENTED       CGS
 FH0484  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0484
 FH0484                          STATION DESCRIPTION
 FH0484
 FH0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0484'5.6 MI SE FROM BRAGGS.
 FH0484'5.6 MILES SOUTHEAST OF M-P RR. STATION, AT BRAGGS SET IN SANDSTONE
 FH0484'BOULDER, PROJECTING TOWARD TRACK.  276 FEET SOUTH OF MILE POLE
 FH0484'552.  15 FEET EAST OF NEAREST RAIL OF MISSOURI-PACIFIC RAILWAY
 FH0484'TRACK.
 FH0484
 FH0484                          STATION RECOVERY (1960)
 FH0484
 FH0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0168 ***********************************************************************
 EL0168  DESIGNATION -  B 61
 EL0168  PID         -  EL0168
 EL0168  STATE/COUNTY-  OK/MARSHALL
 EL0168  COUNTRY     -  US
 EL0168  USGS QUAD   -  MADILL (2018)
 EL0168
 EL0168                         *CURRENT SURVEY CONTROL
 EL0168  ______________________________________________________________________
 EL0168* NAD 83(1986) POSITION- 34 06 36.     (N) 096 48 37.     (W)   SCALED
 EL0168* NAVD 88 ORTHO HEIGHT -   246.078 (meters)      807.34  (feet) ADJUSTED
 EL0168  ______________________________________________________________________
 EL0168  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 EL0168  DYNAMIC HEIGHT  -        245.820 (meters)      806.49  (feet) COMP
 EL0168  MODELED GRAVITY -    979,578.9   (mgal)                       NAVD 88
 EL0168
 EL0168  VERT ORDER      -  FIRST     CLASS II
 EL0168
 EL0168.The horizontal coordinates were scaled from a map and have
 EL0168.an estimated accuracy of +/- 6 seconds.
 EL0168
 EL0168.The orthometric height was determined by differential leveling and
 EL0168.adjusted by the NATIONAL GEODETIC SURVEY
 EL0168.in June 1991.
 EL0168
 EL0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0168.GEOID18 height accuracy estimate available here.
 EL0168
 EL0168.Click photographs - Photos may exist for this station.
 EL0168
 EL0168.The dynamic height is computed by dividing the NAVD 88
 EL0168.geopotential number by the normal gravity value computed on the
 EL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0168.degrees latitude (g = 980.6199 gals.).
 EL0168
 EL0168.The modeled gravity was interpolated from observed gravity values.
 EL0168
 EL0168;                    North         East    Units  Estimated Accuracy
 EL0168;SPC OK S     -    86,800.      709,770.      MT  (+/- 180 meters Scaled)
 EL0168
 EL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC019765(NAD 83)
 EL0168
 EL0168                          SUPERSEDED SURVEY CONTROL
 EL0168
 EL0168  NGVD 29 (??/??/92)  246.017  (m)          807.14   (f) ADJ UNCH    1 2
 EL0168
 EL0168.Superseded values are not recommended for survey control.
 EL0168
 EL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0168.See file dsdata.pdf to determine how the superseded data were derived.
 EL0168
 EL0168_MARKER: DB = BENCH MARK DISK
 EL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0168_STAMPING: B 61 1934
 EL0168_MARK LOGO: CGS
 EL0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0168+STABILITY: SURFACE MOTION
 EL0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0168+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1994
 EL0168
 EL0168  HISTORY     - Date     Condition        Report By
 EL0168  HISTORY     - 1934     MONUMENTED       CGS
 EL0168  HISTORY     - 1944     GOOD             CGS
 EL0168  HISTORY     - 19940228 GOOD             NGS
 EL0168
 EL0168                          STATION DESCRIPTION
 EL0168
 EL0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0168'3.2 MI W FROM MADILL.
 EL0168'3.2 MILES WEST OF MADILL ST. L. AND S.F. DEPOT.  AT ST. LOUIS AND
 EL0168'SAN FRANCISCO RR CROSSING AND MILE POST 639.20.  30 FEET SOUTH
 EL0168'OF THE TRACK, 20 FEET WEST OF THE ROAD.
 EL0168
 EL0168                          STATION RECOVERY (1944)
 EL0168
 EL0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 EL0168'RECOVERED IN GOOD CONDITION.
 EL0168
 EL0168                          STATION RECOVERY (1994)
 EL0168
 EL0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0168'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE COURTHOUSE
 EL0168'IN MADILL, THENCE 1.1 KM (0.70 MI) NORTHERLY ALONG STATE HIGHWAY 199,
 EL0168'THENCE 3.2 KM (2.00 MI) WESTERLY ALONG U.S. HIGHWAY 70, THENCE 1.1 KM
 EL0168'(0.70 MI) NORTHERLY ALONG HAWKINS ROAD, 7.9 M (25.9 FT) WEST OF THE
 EL0168'ROAD CENTER, 3.9 M (12.8 FT) NORTHWEST OF UNDERGROUND CABLE JUNCTION
 EL0168'BOX NUMBER 904 1756, 2.8 M (9.2 FT) NORTHWEST OF A FENCE CORNER, 1.2
 EL0168'M (3.9 FT) WEST OF THE CENTER OF A GATE, 0.4 M (1.3 FT) BELOW THE
 EL0168'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 EL0168'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0667 ***********************************************************************
 FH0667  DESIGNATION -  B 61
 FH0667  PID         -  FH0667
 FH0667  STATE/COUNTY-  OK/PITTSBURG
 FH0667  COUNTRY     -  US
 FH0667  USGS QUAD   -  CANADIAN (2018)
 FH0667
 FH0667                         *CURRENT SURVEY CONTROL
 FH0667  ______________________________________________________________________
 FH0667* NAD 83(1986) POSITION- 35 12 34.     (N) 095 37 44.     (W)   SCALED
 FH0667* NAVD 88 ORTHO HEIGHT -   181.451 (meters)      595.31  (feet) ADJUSTED
 FH0667  ______________________________________________________________________
 FH0667  GEOID HEIGHT    -        -30.050 (meters)                     GEOID18
 FH0667  DYNAMIC HEIGHT  -        181.274 (meters)      594.73  (feet) COMP
 FH0667  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 FH0667
 FH0667  VERT ORDER      -  SECOND    CLASS 0
 FH0667
 FH0667.The horizontal coordinates were scaled from a map and have
 FH0667.an estimated accuracy of +/- 6 seconds.
 FH0667
 FH0667.The orthometric height was determined by differential leveling and
 FH0667.adjusted by the NATIONAL GEODETIC SURVEY
 FH0667.in June 1991.
 FH0667
 FH0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0667.GEOID18 height accuracy estimate available here.
 FH0667
 FH0667.Click photographs - Photos may exist for this station.
 FH0667
 FH0667.The dynamic height is computed by dividing the NAVD 88
 FH0667.geopotential number by the normal gravity value computed on the
 FH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0667.degrees latitude (g = 980.6199 gals.).
 FH0667
 FH0667.The modeled gravity was interpolated from observed gravity values.
 FH0667
 FH0667;                    North         East    Units  Estimated Accuracy
 FH0667;SPC OK S     -   210,650.      815,880.      MT  (+/- 180 meters Scaled)
 FH0667
 FH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU606994(NAD 83)
 FH0667
 FH0667                          SUPERSEDED SURVEY CONTROL
 FH0667
 FH0667  NGVD 29 (??/??/92)  181.348  (m)          594.97   (f) ADJ UNCH    2 0
 FH0667
 FH0667.Superseded values are not recommended for survey control.
 FH0667
 FH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0667.See file dsdata.pdf to determine how the superseded data were derived.
 FH0667
 FH0667_MARKER: DB = BENCH MARK DISK
 FH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0667_STAMPING: B 61 1934
 FH0667_MARK LOGO: CGS
 FH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0667+STABILITY: SURFACE MOTION
 FH0667
 FH0667  HISTORY     - Date     Condition        Report By
 FH0667  HISTORY     - 1934     MONUMENTED       CGS
 FH0667
 FH0667                          STATION DESCRIPTION
 FH0667
 FH0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0667'2.7 MI N FROM CANADIAN.
 FH0667'0.2 MILE NORTH OF MISSOURI-KANSAS TEXAS RAILROAD SEMAPHORE 544.6.
 FH0667'45 FEET WEST OF NEAREST RAIL OF TRACK, 42 FEET NORTH OF CENTERLINE
 FH0667'OF PUBLIC ROAD.  INSIDE OF RAILROAD PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0122 ***********************************************************************
 EL0122  DESIGNATION -  B 62
 EL0122  PID         -  EL0122
 EL0122  STATE/COUNTY-  OK/BRYAN
 EL0122  COUNTRY     -  US
 EL0122  USGS QUAD   -  BOKCHITO (2018)
 EL0122
 EL0122                         *CURRENT SURVEY CONTROL
 EL0122  ______________________________________________________________________
 EL0122* NAD 83(1986) POSITION- 34 00 23.     (N) 096 10 23.     (W)   SCALED
 EL0122* NAVD 88 ORTHO HEIGHT -   187.852 (meters)      616.31  (feet) ADJUSTED
 EL0122  ______________________________________________________________________
 EL0122  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 EL0122  DYNAMIC HEIGHT  -        187.661 (meters)      615.68  (feet) COMP
 EL0122  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 EL0122
 EL0122  VERT ORDER      -  FIRST     CLASS II
 EL0122
 EL0122.The horizontal coordinates were scaled from a map and have
 EL0122.an estimated accuracy of +/- 6 seconds.
 EL0122
 EL0122.The orthometric height was determined by differential leveling and
 EL0122.adjusted by the NATIONAL GEODETIC SURVEY
 EL0122.in June 1991.
 EL0122
 EL0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0122.GEOID18 height accuracy estimate available here.
 EL0122
 EL0122.Click photographs - Photos may exist for this station.
 EL0122
 EL0122.The dynamic height is computed by dividing the NAVD 88
 EL0122.geopotential number by the normal gravity value computed on the
 EL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0122.degrees latitude (g = 980.6199 gals.).
 EL0122
 EL0122.The modeled gravity was interpolated from observed gravity values.
 EL0122
 EL0122;                    North         East    Units  Estimated Accuracy
 EL0122;SPC OK S     -    76,190.      768,760.      MT  (+/- 180 meters Scaled)
 EL0122
 EL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC610664(NAD 83)
 EL0122
 EL0122                          SUPERSEDED SURVEY CONTROL
 EL0122
 EL0122  NGVD 29 (??/??/92)  187.793  (m)          616.12   (f) ADJ UNCH    1 2
 EL0122
 EL0122.Superseded values are not recommended for survey control.
 EL0122
 EL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0122.See file dsdata.pdf to determine how the superseded data were derived.
 EL0122
 EL0122_MARKER: DB = BENCH MARK DISK
 EL0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0122_STAMPING: B 62 1934
 EL0122_MARK LOGO: CGS
 EL0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0122+STABILITY: SURFACE MOTION
 EL0122
 EL0122  HISTORY     - Date     Condition        Report By
 EL0122  HISTORY     - 1934     MONUMENTED       CGS
 EL0122  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0122
 EL0122                          STATION DESCRIPTION
 EL0122
 EL0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0122'1.9 MI W FROM BOKCHITO.
 EL0122'AT ST. LOUIS AND SAN FRANCISCO RR CROSSING ALONG U.S. HIGHWAY 70.
 EL0122'2 POLES EAST OF MILE POST 598/20.  40 FEET SOUTH OF THE TRACK,
 EL0122'75 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EL0122
 EL0122                          STATION RECOVERY (1986)
 EL0122
 EL0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0336 ***********************************************************************
 GG0336  DESIGNATION -  B 62
 GG0336  PID         -  GG0336
 GG0336  STATE/COUNTY-  OK/MAYES
 GG0336  COUNTRY     -  US
 GG0336  USGS QUAD   -  CHOUTEAU (2019)
 GG0336
 GG0336                         *CURRENT SURVEY CONTROL
 GG0336  ______________________________________________________________________
 GG0336* NAD 83(1986) POSITION- 36 13 17.     (N) 095 20 29.     (W)   SCALED
 GG0336* NAVD 88 ORTHO HEIGHT -   179.322 (meters)      588.33  (feet) ADJUSTED
 GG0336  ______________________________________________________________________
 GG0336  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 GG0336  DYNAMIC HEIGHT  -        179.168 (meters)      587.82  (feet) COMP
 GG0336  MODELED GRAVITY -    979,767.3   (mgal)                       NAVD 88
 GG0336
 GG0336  VERT ORDER      -  SECOND    CLASS 0
 GG0336
 GG0336.The horizontal coordinates were scaled from a map and have
 GG0336.an estimated accuracy of +/- 6 seconds.
 GG0336
 GG0336.The orthometric height was determined by differential leveling and
 GG0336.adjusted by the NATIONAL GEODETIC SURVEY
 GG0336.in June 1991.
 GG0336
 GG0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0336.GEOID18 height accuracy estimate available here.
 GG0336
 GG0336.Click photographs - Photos may exist for this station.
 GG0336
 GG0336.The dynamic height is computed by dividing the NAVD 88
 GG0336.geopotential number by the normal gravity value computed on the
 GG0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0336.degrees latitude (g = 980.6199 gals.).
 GG0336
 GG0336.The modeled gravity was interpolated from observed gravity values.
 GG0336
 GG0336;                    North         East    Units  Estimated Accuracy
 GG0336;SPC OK N     -   138,790.      839,000.      MT  (+/- 180 meters Scaled)
 GG0336
 GG0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA895110(NAD 83)
 GG0336
 GG0336                          SUPERSEDED SURVEY CONTROL
 GG0336
 GG0336  NGVD 29 (??/??/92)  179.212  (m)          587.96   (f) ADJ UNCH    2 0
 GG0336
 GG0336.Superseded values are not recommended for survey control.
 GG0336
 GG0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0336.See file dsdata.pdf to determine how the superseded data were derived.
 GG0336
 GG0336_MARKER: DB = BENCH MARK DISK
 GG0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0336_STAMPING: B 62 1934
 GG0336_MARK LOGO: CGS
 GG0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0336+STABILITY: SURFACE MOTION
 GG0336
 GG0336  HISTORY     - Date     Condition        Report By
 GG0336  HISTORY     - 1934     MONUMENTED       CGS
 GG0336  HISTORY     - 1960     POOR             CGS
 GG0336
 GG0336                          STATION DESCRIPTION
 GG0336
 GG0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0336'2.4 MI N FROM CHOTEAU.
 GG0336'2.4 MILES NORTH OF M-K AND T DEPOT AT CHOTEAU.  0.2 MILE NORTH
 GG0336'OF MILE POST 470.  75 FEET EAST OF THE NEAREST RAIL OF
 GG0336'MISSOURI-KANSAS AND TEXAS RAILWAY TRACK.  20 FEET NORTH OF
 GG0336'CENTER LINE OF SECTION LINE ROAD, AND INSIDE RAILROAD PROPERTY
 GG0336'FENCE.
 GG0336
 GG0336                          STATION RECOVERY (1960)
 GG0336
 GG0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0336'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0189 ***********************************************************************
 GG0189  DESIGNATION -  B 63
 GG0189  PID         -  GG0189
 GG0189  STATE/COUNTY-  OK/DELAWARE
 GG0189  COUNTRY     -  US
 GG0189  USGS QUAD   -  JAY (2018)
 GG0189
 GG0189                         *CURRENT SURVEY CONTROL
 GG0189  ______________________________________________________________________
 GG0189* NAD 83(1986) POSITION- 36 24 30.     (N) 094 50 54.     (W)   SCALED
 GG0189* NAVD 88 ORTHO HEIGHT -   341.932 (meters)     1121.82  (feet) ADJUSTED
 GG0189  ______________________________________________________________________
 GG0189  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 GG0189  DYNAMIC HEIGHT  -        341.637 (meters)     1120.85  (feet) COMP
 GG0189  MODELED GRAVITY -    979,758.5   (mgal)                       NAVD 88
 GG0189
 GG0189  VERT ORDER      -  SECOND    CLASS 0
 GG0189
 GG0189.The horizontal coordinates were scaled from a map and have
 GG0189.an estimated accuracy of +/- 6 seconds.
 GG0189
 GG0189.The orthometric height was determined by differential leveling and
 GG0189.adjusted by the NATIONAL GEODETIC SURVEY
 GG0189.in June 1991.
 GG0189
 GG0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0189.GEOID18 height accuracy estimate available here.
 GG0189
 GG0189.Click photographs - Photos may exist for this station.
 GG0189
 GG0189.The dynamic height is computed by dividing the NAVD 88
 GG0189.geopotential number by the normal gravity value computed on the
 GG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0189.degrees latitude (g = 980.6199 gals.).
 GG0189
 GG0189.The modeled gravity was interpolated from observed gravity values.
 GG0189
 GG0189;                    North         East    Units  Estimated Accuracy
 GG0189;SPC OK N     -   160,850.      882,630.      MT  (+/- 180 meters Scaled)
 GG0189
 GG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA342308(NAD 83)
 GG0189
 GG0189                          SUPERSEDED SURVEY CONTROL
 GG0189
 GG0189  NGVD 29 (??/??/92)  341.796  (m)         1121.38   (f) ADJ UNCH    2 0
 GG0189
 GG0189.Superseded values are not recommended for survey control.
 GG0189
 GG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0189.See file dsdata.pdf to determine how the superseded data were derived.
 GG0189
 GG0189_MARKER: DB = BENCH MARK DISK
 GG0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0189_STAMPING: B 63 1934
 GG0189_MARK LOGO: CGS
 GG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0189+STABILITY: SURFACE MOTION
 GG0189
 GG0189  HISTORY     - Date     Condition        Report By
 GG0189  HISTORY     - 1934     MONUMENTED       CGS
 GG0189  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0189
 GG0189                          STATION DESCRIPTION
 GG0189
 GG0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0189'3.1 MI SW FROM JAY.
 GG0189'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE COURTHOUSE
 GG0189'AT JAY, DELAWARE COUNTY, 150 FEET NORTHEAST OF THE SUMMIT OF A
 GG0189'SHORT GRADE, 35 FEET NORTHWEST OF THE CENTERLINE OF THE NEW
 GG0189'HIGHWAY, AND 35 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 GG0189'HIGHWAY.  A STANDARD DISK, STAMPED B 63 1934 AND SET IN THE TOP
 GG0189'OF A CONCRETE POST.  NOTE-- MAY HAVE BEEN DESTROYED BY HIGHWAY
 GG0189'IMPROVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0533 ***********************************************************************
 EK0533  DESIGNATION -  B 64
 EK0533  PID         -  EK0533
 EK0533  STATE/COUNTY-  OK/CHOCTAW
 EK0533  COUNTRY     -  US
 EK0533  USGS QUAD   -  HUGO (2019)
 EK0533
 EK0533                         *CURRENT SURVEY CONTROL
 EK0533  ______________________________________________________________________
 EK0533* NAD 83(1986) POSITION- 34 00 27.     (N) 095 30 35.     (W)   SCALED
 EK0533* NAVD 88 ORTHO HEIGHT -   166.142 (meters)      545.08  (feet) ADJUSTED
 EK0533  ______________________________________________________________________
 EK0533  GEOID HEIGHT    -        -29.024 (meters)                     GEOID18
 EK0533  DYNAMIC HEIGHT  -        165.964 (meters)      544.50  (feet) COMP
 EK0533  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 EK0533
 EK0533  VERT ORDER      -  FIRST     CLASS II
 EK0533
 EK0533.The horizontal coordinates were scaled from a map and have
 EK0533.an estimated accuracy of +/- 6 seconds.
 EK0533
 EK0533.The orthometric height was determined by differential leveling and
 EK0533.adjusted by the NATIONAL GEODETIC SURVEY
 EK0533.in June 1991.
 EK0533
 EK0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0533.GEOID18 height accuracy estimate available here.
 EK0533
 EK0533.Click photographs - Photos may exist for this station.
 EK0533
 EK0533.The dynamic height is computed by dividing the NAVD 88
 EK0533.geopotential number by the normal gravity value computed on the
 EK0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0533.degrees latitude (g = 980.6199 gals.).
 EK0533
 EK0533.The modeled gravity was interpolated from observed gravity values.
 EK0533
 EK0533;                    North         East    Units  Estimated Accuracy
 EK0533;SPC OK S     -    77,620.      830,020.      MT  (+/- 180 meters Scaled)
 EK0533
 EK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT682658(NAD 83)
 EK0533
 EK0533                          SUPERSEDED SURVEY CONTROL
 EK0533
 EK0533  NGVD 29 (??/??/92)  166.073  (m)          544.86   (f) ADJ UNCH    1 2
 EK0533
 EK0533.Superseded values are not recommended for survey control.
 EK0533
 EK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0533.See file dsdata.pdf to determine how the superseded data were derived.
 EK0533
 EK0533_MARKER: DB = BENCH MARK DISK
 EK0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0533_STAMPING: B 64 1934
 EK0533_MARK LOGO: CGS
 EK0533_PROJECTION: PROJECTING 15 CENTIMETERS
 EK0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0533+STABILITY: SURFACE MOTION
 EK0533
 EK0533  HISTORY     - Date     Condition        Report By
 EK0533  HISTORY     - 1934     MONUMENTED       CGS
 EK0533  HISTORY     - 1969     GOOD             CGS
 EK0533  HISTORY     - 1986     GOOD             NGS
 EK0533  HISTORY     - 20020819 POOR             INDIV
 EK0533
 EK0533                          STATION DESCRIPTION
 EK0533
 EK0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0533'AT HUGO.
 EK0533'AT ST. LOUIS AND SAN FRANCISCO RR CROSSING ON SOUTH 3RD STREET.
 EK0533'1 BLOCK SOUTH OF WEST SIDE OF COUNTY COURTHOUSE.  SOUTH OF THE
 EK0533'TRACK.
 EK0533
 EK0533                          STATION RECOVERY (1969)
 EK0533
 EK0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EK0533'RECOVERED IN GOOD CONDITION.
 EK0533
 EK0533                          STATION RECOVERY (1986)
 EK0533
 EK0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0533'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. IN HUGO, AT
 EK0533'THE JUNCTION OF SOUTH 3RD STREET AND THE BURLINGTON NORTHERN RAILROAD,
 EK0533'IN THE NORTHWEST CORNER OF A LAWN, 11.1 M (36.4 FT) SOUTH OF THE NEAR
 EK0533'RAIL, 4.6 M (15.1 FT) EAST OF THE CENTER OF THE STREET, 2.5 M (8.2 FT)
 EK0533'WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.8 M (2.6 FT) NORTH OF A
 EK0533'UTILITY POLE.
 EK0533'THE MARK IS ABOVE LEVEL WITH THE STREET.
 EK0533
 EK0533                          STATION RECOVERY (2002)
 EK0533
 EK0533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BGR)
 EK0533'CONCRETE BASE WAS FOUND LEANING AT ANGLE.  BASE IS VERY LOOSE AND HAS
 EK0533'GAP AROUND IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0374 ***********************************************************************
 GG0374  DESIGNATION -  B 64
 GG0374  PID         -  GG0374
 GG0374  STATE/COUNTY-  OK/MAYES
 GG0374  COUNTRY     -  US
 GG0374  USGS QUAD   -  OSAGE HILLS (2019)
 GG0374
 GG0374                         *CURRENT SURVEY CONTROL
 GG0374  ______________________________________________________________________
 GG0374* NAD 83(1986) POSITION- 36 18 27.     (N) 095 22 55.     (W)   SCALED
 GG0374* NAVD 88 ORTHO HEIGHT -   192.611 (meters)      631.92  (feet) ADJUSTED
 GG0374  ______________________________________________________________________
 GG0374  GEOID HEIGHT    -        -29.187 (meters)                     GEOID18
 GG0374  DYNAMIC HEIGHT  -        192.446 (meters)      631.38  (feet) COMP
 GG0374  MODELED GRAVITY -    979,772.1   (mgal)                       NAVD 88
 GG0374
 GG0374  VERT ORDER      -  SECOND    CLASS 0
 GG0374
 GG0374.The horizontal coordinates were scaled from a map and have
 GG0374.an estimated accuracy of +/- 6 seconds.
 GG0374
 GG0374.The orthometric height was determined by differential leveling and
 GG0374.adjusted by the NATIONAL GEODETIC SURVEY
 GG0374.in June 1991.
 GG0374
 GG0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0374.GEOID18 height accuracy estimate available here.
 GG0374
 GG0374.Click photographs - Photos may exist for this station.
 GG0374
 GG0374.The dynamic height is computed by dividing the NAVD 88
 GG0374.geopotential number by the normal gravity value computed on the
 GG0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0374.degrees latitude (g = 980.6199 gals.).
 GG0374
 GG0374.The modeled gravity was interpolated from observed gravity values.
 GG0374
 GG0374;                    North         East    Units  Estimated Accuracy
 GG0374;SPC OK N     -   148,240.      835,090.      MT  (+/- 180 meters Scaled)
 GG0374
 GG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA861206(NAD 83)
 GG0374
 GG0374                          SUPERSEDED SURVEY CONTROL
 GG0374
 GG0374  NGVD 29 (??/??/92)  192.498  (m)          631.55   (f) ADJ UNCH    2 0
 GG0374
 GG0374.Superseded values are not recommended for survey control.
 GG0374
 GG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0374.See file dsdata.pdf to determine how the superseded data were derived.
 GG0374
 GG0374_MARKER: DB = BENCH MARK DISK
 GG0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0374_STAMPING: B 64 1934
 GG0374_MARK LOGO: CGS
 GG0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0374+STABILITY: SURFACE MOTION
 GG0374
 GG0374  HISTORY     - Date     Condition        Report By
 GG0374  HISTORY     - 1934     MONUMENTED       CGS
 GG0374  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0374
 GG0374                          STATION DESCRIPTION
 GG0374
 GG0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0374'3.9 MI W FROM PRYOR.
 GG0374'3.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 GG0374'AT PRYOR, MAYES COUNTY, 45 FEET WEST OF THE CENTERLINE OF A
 GG0374'SECTION ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GG0374'IN THE RIGHT OF WAY FENCE LINE.  A STANDARD DISK, STAMPED B 64
 GG0374'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MAY HAVE BEEN
 GG0374'DESTROYED WHEN HIGHWAY WAS IMPROVED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0330 ***********************************************************************
 DM0330  DESIGNATION -  B 65
 DM0330  PID         -  DM0330
 DM0330  STATE/COUNTY-  OK/MCCURTAIN
 DM0330  COUNTRY     -  US
 DM0330  USGS QUAD   -  IDABEL (2019)
 DM0330
 DM0330                         *CURRENT SURVEY CONTROL
 DM0330  ______________________________________________________________________
 DM0330* NAD 83(1986) POSITION- 33 54 40.     (N) 094 50 22.     (W)   SCALED
 DM0330* NAVD 88 ORTHO HEIGHT -   148.775 (meters)      488.11  (feet) ADJUSTED
 DM0330  ______________________________________________________________________
 DM0330  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 DM0330  DYNAMIC HEIGHT  -        148.625 (meters)      487.61  (feet) COMP
 DM0330  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 DM0330
 DM0330  VERT ORDER      -  FIRST     CLASS II
 DM0330
 DM0330.The horizontal coordinates were scaled from a map and have
 DM0330.an estimated accuracy of +/- 6 seconds.
 DM0330
 DM0330.The orthometric height was determined by differential leveling and
 DM0330.adjusted by the NATIONAL GEODETIC SURVEY
 DM0330.in June 1991.
 DM0330
 DM0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0330.GEOID18 height accuracy estimate available here.
 DM0330
 DM0330.Click photographs - Photos may exist for this station.
 DM0330
 DM0330.The dynamic height is computed by dividing the NAVD 88
 DM0330.geopotential number by the normal gravity value computed on the
 DM0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0330.degrees latitude (g = 980.6199 gals.).
 DM0330
 DM0330.The modeled gravity was interpolated from observed gravity values.
 DM0330
 DM0330;                    North         East    Units  Estimated Accuracy
 DM0330;SPC OK S     -    68,670.      892,250.      MT  (+/- 180 meters Scaled)
 DM0330
 DM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT299538(NAD 83)
 DM0330
 DM0330                          SUPERSEDED SURVEY CONTROL
 DM0330
 DM0330  NGVD 29 (??/??/92)  148.753  (m)          488.03   (f) ADJ UNCH    1 2
 DM0330
 DM0330.Superseded values are not recommended for survey control.
 DM0330
 DM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0330.See file dsdata.pdf to determine how the superseded data were derived.
 DM0330
 DM0330_MARKER: DB = BENCH MARK DISK
 DM0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0330_STAMPING: B 65 1934
 DM0330_MARK LOGO: CGS
 DM0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0330+STABILITY: SURFACE MOTION
 DM0330
 DM0330  HISTORY     - Date     Condition        Report By
 DM0330  HISTORY     - 1934     MONUMENTED       CGS
 DM0330  HISTORY     - 1949     MARK NOT FOUND   USGS
 DM0330
 DM0330                          STATION DESCRIPTION
 DM0330
 DM0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0330'1.6 MI W FROM IDABEL.
 DM0330'1.6 MILES WEST OF THE ST. L. AND S. F. STATION AT IDABEL IN THE WEST
 DM0330'EDGE OF IDABEL ALONG THE ST. LOUIS AND SAN FRANCISCO RR TRACK AND U.
 DM0330'S. HIGHWAY 70.  200 FEET WEST OF MILE POST 601.  40 FEET NORTH OF THE
 DM0330'TRACK.
 DM0330
 DM0330                          STATION RECOVERY (1949)
 DM0330
 DM0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0417 ***********************************************************************
 EK0417  DESIGNATION -  B 66
 EK0417  PID         -  EK0417
 EK0417  STATE/COUNTY-  OK/PUSHMATAHA
 EK0417  COUNTRY     -  US
 EK0417  USGS QUAD   -  STANLEY (2019)
 EK0417
 EK0417                         *CURRENT SURVEY CONTROL
 EK0417  ______________________________________________________________________
 EK0417* NAD 83(1986) POSITION- 34 33 54.     (N) 095 23 50.     (W)   SCALED
 EK0417* NAVD 88 ORTHO HEIGHT -   163.405 (meters)      536.10  (feet) ADJUSTED
 EK0417  ______________________________________________________________________
 EK0417  GEOID HEIGHT    -        -31.293 (meters)                     GEOID18
 EK0417  DYNAMIC HEIGHT  -        163.228 (meters)      535.52  (feet) COMP
 EK0417  MODELED GRAVITY -    979,553.0   (mgal)                       NAVD 88
 EK0417
 EK0417  VERT ORDER      -  SECOND    CLASS 0
 EK0417
 EK0417.The horizontal coordinates were scaled from a map and have
 EK0417.an estimated accuracy of +/- 6 seconds.
 EK0417
 EK0417.The orthometric height was determined by differential leveling and
 EK0417.adjusted by the NATIONAL GEODETIC SURVEY
 EK0417.in June 1991.
 EK0417
 EK0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0417.GEOID18 height accuracy estimate available here.
 EK0417
 EK0417.Click photographs - Photos may exist for this station.
 EK0417
 EK0417.The dynamic height is computed by dividing the NAVD 88
 EK0417.geopotential number by the normal gravity value computed on the
 EK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0417.degrees latitude (g = 980.6199 gals.).
 EK0417
 EK0417.The modeled gravity was interpolated from observed gravity values.
 EK0417
 EK0417;                    North         East    Units  Estimated Accuracy
 EK0417;SPC OK S     -   139,700.      838,810.      MT  (+/- 180 meters Scaled)
 EK0417
 EK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU800274(NAD 83)
 EK0417
 EK0417                          SUPERSEDED SURVEY CONTROL
 EK0417
 EK0417  NGVD 29 (??/??/92)  163.313  (m)          535.80   (f) ADJ UNCH    2 0
 EK0417
 EK0417.Superseded values are not recommended for survey control.
 EK0417
 EK0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0417.See file dsdata.pdf to determine how the superseded data were derived.
 EK0417
 EK0417_MARKER: DB = BENCH MARK DISK
 EK0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0417_STAMPING: B 66 1934
 EK0417_MARK LOGO: CGS
 EK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0417+STABILITY: SURFACE MOTION
 EK0417
 EK0417  HISTORY     - Date     Condition        Report By
 EK0417  HISTORY     - 1934     MONUMENTED       CGS
 EK0417  HISTORY     - 1960     GOOD             CGS
 EK0417
 EK0417                          STATION DESCRIPTION
 EK0417
 EK0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0417'3.2 MI S FROM STANLEY.
 EK0417'3.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0417'FROM THE STATION AT CLAYTON, PUSHMATAHA COUNTY, AT MILEPOST 510,
 EK0417'ABOUT 3 POLES EAST OF BRIDGE 510.2, AND 40 FEET SOUTH OF THE
 EK0417'TRACK.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN THE TOP
 EK0417'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0407 ***********************************************************************
 EK0407  DESIGNATION -  B 67
 EK0407  PID         -  EK0407
 EK0407  STATE/COUNTY-  OK/LE FLORE
 EK0407  COUNTRY     -  US
 EK0407  USGS QUAD   -  SUMMERFIELD (2018)
 EK0407
 EK0407                         *CURRENT SURVEY CONTROL
 EK0407  ______________________________________________________________________
 EK0407* NAD 83(1986) POSITION- 34 56 50.     (N) 094 49 23.     (W)   SCALED
 EK0407* NAVD 88 ORTHO HEIGHT -   183.580 (meters)      602.30  (feet) ADJUSTED
 EK0407  ______________________________________________________________________
 EK0407  GEOID HEIGHT    -        -31.641 (meters)                     GEOID18
 EK0407  DYNAMIC HEIGHT  -        183.391 (meters)      601.68  (feet) COMP
 EK0407  MODELED GRAVITY -    979,606.2   (mgal)                       NAVD 88
 EK0407
 EK0407  VERT ORDER      -  SECOND    CLASS 0
 EK0407
 EK0407.The horizontal coordinates were scaled from a map and have
 EK0407.an estimated accuracy of +/- 6 seconds.
 EK0407
 EK0407.The orthometric height was determined by differential leveling and
 EK0407.adjusted by the NATIONAL GEODETIC SURVEY
 EK0407.in June 1991.
 EK0407
 EK0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0407.GEOID18 height accuracy estimate available here.
 EK0407
 EK0407.Click photographs - Photos may exist for this station.
 EK0407
 EK0407.The dynamic height is computed by dividing the NAVD 88
 EK0407.geopotential number by the normal gravity value computed on the
 EK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0407.degrees latitude (g = 980.6199 gals.).
 EK0407
 EK0407.The modeled gravity was interpolated from observed gravity values.
 EK0407
 EK0407;                    North         East    Units  Estimated Accuracy
 EK0407;SPC OK S     -   183,590.      890,140.      MT  (+/- 180 meters Scaled)
 EK0407
 EK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU335687(NAD 83)
 EK0407
 EK0407                          SUPERSEDED SURVEY CONTROL
 EK0407
 EK0407  NGVD 29 (??/??/92)  183.466  (m)          601.92   (f) ADJ UNCH    2 0
 EK0407
 EK0407.Superseded values are not recommended for survey control.
 EK0407
 EK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0407.See file dsdata.pdf to determine how the superseded data were derived.
 EK0407
 EK0407_MARKER: DB = BENCH MARK DISK
 EK0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0407_STAMPING: B 67 1934
 EK0407_MARK LOGO: CGS
 EK0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0407+STABILITY: SURFACE MOTION
 EK0407
 EK0407  HISTORY     - Date     Condition        Report By
 EK0407  HISTORY     - 1934     MONUMENTED       CGS
 EK0407  HISTORY     - 1959     GOOD             CGS
 EK0407
 EK0407                          STATION DESCRIPTION
 EK0407
 EK0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0407'AT O HARE.
 EK0407'AT O HARA, LE FLORE COUNTY, NEAR THE ST. LOUIS-SAN FRANCISCO
 EK0407'RAILWAY STATION SIGNBOARD, ABOUT 4 FEET SOUTH OF THE SECOND
 EK0407'POLE EAST OF MILEPOST 459, AND 30 FEET NORTH OF THE TRACK.
 EK0407'A STANDARD DISK, STAMPED B 67 1934 AND SET IN THE TOP OF A
 EK0407'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0272 ***********************************************************************
 FH0272  DESIGNATION -  B 68
 FH0272  PID         -  FH0272
 FH0272  STATE/COUNTY-  OK/SEQUOYAH
 FH0272  COUNTRY     -  US
 FH0272  USGS QUAD   -  SALLISAW (2019)
 FH0272
 FH0272                         *CURRENT SURVEY CONTROL
 FH0272  ______________________________________________________________________
 FH0272* NAD 83(1986) POSITION- 35 27 18.     (N) 094 47 43.     (W)   SCALED
 FH0272* NAVD 88 ORTHO HEIGHT -   162.452 (meters)      532.98  (feet) ADJUSTED
 FH0272  ______________________________________________________________________
 FH0272  GEOID HEIGHT    -        -29.987 (meters)                     GEOID18
 FH0272  DYNAMIC HEIGHT  -        162.300 (meters)      532.48  (feet) COMP
 FH0272  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FH0272
 FH0272  VERT ORDER      -  SECOND    CLASS 0
 FH0272
 FH0272.The horizontal coordinates were scaled from a map and have
 FH0272.an estimated accuracy of +/- 6 seconds.
 FH0272
 FH0272.The orthometric height was determined by differential leveling and
 FH0272.adjusted by the NATIONAL GEODETIC SURVEY
 FH0272.in June 1991.
 FH0272
 FH0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0272.GEOID18 height accuracy estimate available here.
 FH0272
 FH0272.Click photographs - Photos may exist for this station.
 FH0272
 FH0272.The dynamic height is computed by dividing the NAVD 88
 FH0272.geopotential number by the normal gravity value computed on the
 FH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0272.degrees latitude (g = 980.6199 gals.).
 FH0272
 FH0272.The modeled gravity was interpolated from observed gravity values.
 FH0272
 FH0272;                    North         East    Units  Estimated Accuracy
 FH0272;SPC OK N     -    55,290.      890,880.      MT  (+/- 180 meters Scaled)
 FH0272
 FH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV370249(NAD 83)
 FH0272
 FH0272                          SUPERSEDED SURVEY CONTROL
 FH0272
 FH0272  NGVD 29 (??/??/92)  162.348  (m)          532.64   (f) ADJ UNCH    2 0
 FH0272
 FH0272.Superseded values are not recommended for survey control.
 FH0272
 FH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0272.See file dsdata.pdf to determine how the superseded data were derived.
 FH0272
 FH0272_MARKER: DB = BENCH MARK DISK
 FH0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0272_SP_SET: BUILDING
 FH0272_STAMPING: B 68 1934
 FH0272_MARK LOGO: CGS
 FH0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0272
 FH0272  HISTORY     - Date     Condition        Report By
 FH0272  HISTORY     - 1934     MONUMENTED       CGS
 FH0272  HISTORY     - 1959     GOOD             CGS
 FH0272  HISTORY     - 1984     POOR             NGS
 FH0272
 FH0272                          STATION DESCRIPTION
 FH0272
 FH0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0272'AT SALLISAW K.C.S. RR. DEPOT.  IN THE SOUTH WALL OF THE KANSAS
 FH0272'CITY SOUTHERN RR DEPOT IN THE SOUTHEAST CORNER OF THE OFFICE.
 FH0272'1 FOOT ABOVE THE PLATFORM.
 FH0272
 FH0272                          STATION RECOVERY (1959)
 FH0272
 FH0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0272'RECOVERED IN GOOD CONDITION.
 FH0272
 FH0272                          STATION RECOVERY (1984)
 FH0272
 FH0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0272'RECOVERED IN POOR CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FH0272'NOTE, FOUND VERTICALLY IN A BRICK WALL, NOT CONCRETE AS PER ORIGINAL
 FH0272'DESCRIPTION.  DISK APPEARS TO HAVE BEEN TAMPERED WITH, ALTHOUGH IN
 FH0272'DRILL HOLE.  THE B IN THE DESIGNATION APPEARS TO HAVE BEEN STAMPED
 FH0272'TWICE AND THEREFORE APPEARS TO BE B B 68 1934, NOT B 68 1934 AS IN THE
 FH0272'ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0389 ***********************************************************************
 FH0389  DESIGNATION -  B 69
 FH0389  PID         -  FH0389
 FH0389  STATE/COUNTY-  OK/ADAIR
 FH0389  COUNTRY     -  US
 FH0389  USGS QUAD   -  GREASY (2018)
 FH0389
 FH0389                         *CURRENT SURVEY CONTROL
 FH0389  ______________________________________________________________________
 FH0389* NAD 83(1986) POSITION- 35 43 30.     (N) 094 44 21.     (W)   SCALED
 FH0389* NAVD 88 ORTHO HEIGHT -   256.104 (meters)      840.23  (feet) ADJUSTED
 FH0389  ______________________________________________________________________
 FH0389  GEOID HEIGHT    -        -29.035 (meters)                     GEOID18
 FH0389  DYNAMIC HEIGHT  -        255.871 (meters)      839.47  (feet) COMP
 FH0389  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 FH0389
 FH0389  VERT ORDER      -  SECOND    CLASS 0
 FH0389
 FH0389.The horizontal coordinates were scaled from a map and have
 FH0389.an estimated accuracy of +/- 6 seconds.
 FH0389
 FH0389.The orthometric height was determined by differential leveling and
 FH0389.adjusted by the NATIONAL GEODETIC SURVEY
 FH0389.in June 1991.
 FH0389
 FH0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0389.GEOID18 height accuracy estimate available here.
 FH0389
 FH0389.Click photographs - Photos may exist for this station.
 FH0389
 FH0389.The dynamic height is computed by dividing the NAVD 88
 FH0389.geopotential number by the normal gravity value computed on the
 FH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0389.degrees latitude (g = 980.6199 gals.).
 FH0389
 FH0389.The modeled gravity was interpolated from observed gravity values.
 FH0389
 FH0389;                    North         East    Units  Estimated Accuracy
 FH0389;SPC OK N     -    85,400.      894,960.      MT  (+/- 180 meters Scaled)
 FH0389
 FH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV427548(NAD 83)
 FH0389
 FH0389                          SUPERSEDED SURVEY CONTROL
 FH0389
 FH0389  NGVD 29 (??/??/92)  255.976  (m)          839.81   (f) ADJ UNCH    2 0
 FH0389
 FH0389.Superseded values are not recommended for survey control.
 FH0389
 FH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0389.See file dsdata.pdf to determine how the superseded data were derived.
 FH0389
 FH0389_MARKER: P = PIPE CAP
 FH0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FH0389_STAMPING: B 69 1934
 FH0389_MARK LOGO: CGS
 FH0389_MAGNETIC: P = MARKER IS A STEEL PIPE
 FH0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0389
 FH0389  HISTORY     - Date     Condition        Report By
 FH0389  HISTORY     - 1934     MONUMENTED       CGS
 FH0389  HISTORY     - 1960     GOOD             CGS
 FH0389
 FH0389                          STATION DESCRIPTION
 FH0389
 FH0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0389'3.1 MI N FROM BUNCH.
 FH0389'3.1 MILES NORTH OF BUNCH K.C.S. RR DEPOT NORTH OF 7TH POLE SOUTH
 FH0389'OF MILEPOST 268.  30 FEET WEST OF KANSAS CITY SOUTHERN RAILROAD
 FH0389'TRACK, NEAR STONE CULVERT.
 FH0389
 FH0389                          STATION RECOVERY (1960)
 FH0389
 FH0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0044 ***********************************************************************
 FJ0044  DESIGNATION -  B 7
 FJ0044  PID         -  FJ0044
 FJ0044  STATE/COUNTY-  OK/OKFUSKEE
 FJ0044  COUNTRY     -  US
 FJ0044  USGS QUAD   -  CLEARVIEW (2018)
 FJ0044
 FJ0044                         *CURRENT SURVEY CONTROL
 FJ0044  ______________________________________________________________________
 FJ0044* NAD 83(1986) POSITION- 35 23 41.     (N) 096 12 38.     (W)   SCALED
 FJ0044* NAVD 88 ORTHO HEIGHT -   252.293 (meters)      827.73  (feet) ADJUSTED
 FJ0044  ______________________________________________________________________
 FJ0044  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 FJ0044  DYNAMIC HEIGHT  -        252.051 (meters)      826.94  (feet) COMP
 FJ0044  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 FJ0044
 FJ0044  VERT ORDER      -  FIRST     CLASS II
 FJ0044
 FJ0044.The horizontal coordinates were scaled from a map and have
 FJ0044.an estimated accuracy of +/- 6 seconds.
 FJ0044
 FJ0044.The orthometric height was determined by differential leveling and
 FJ0044.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0044.in June 1991.
 FJ0044
 FJ0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0044.GEOID18 height accuracy estimate available here.
 FJ0044
 FJ0044.Click photographs - Photos may exist for this station.
 FJ0044
 FJ0044.The dynamic height is computed by dividing the NAVD 88
 FJ0044.geopotential number by the normal gravity value computed on the
 FJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0044.degrees latitude (g = 980.6199 gals.).
 FJ0044
 FJ0044.The modeled gravity was interpolated from observed gravity values.
 FJ0044
 FJ0044;                    North         East    Units  Estimated Accuracy
 FJ0044;SPC OK N     -    45,290.      762,560.      MT  (+/- 180 meters Scaled)
 FJ0044
 FJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE533203(NAD 83)
 FJ0044
 FJ0044                          SUPERSEDED SURVEY CONTROL
 FJ0044
 FJ0044  NGVD 29 (??/??/92)  252.170  (m)          827.33   (f) ADJ UNCH    1 2
 FJ0044
 FJ0044.Superseded values are not recommended for survey control.
 FJ0044
 FJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0044.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0044
 FJ0044_MARKER: DB = BENCH MARK DISK
 FJ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0044_STAMPING: B 7 1933
 FJ0044_MARK LOGO: CGS
 FJ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0044+STABILITY: SURFACE MOTION
 FJ0044
 FJ0044  HISTORY     - Date     Condition        Report By
 FJ0044  HISTORY     - 1933     MONUMENTED       CGS
 FJ0044  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0044
 FJ0044                          STATION DESCRIPTION
 FJ0044
 FJ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0044'6 MI SE FROM OKEMAH.
 FJ0044'6 MILES S.E. OF OKEMAH.  ON THE FT. S. AND W.R.R., MILE POLE
 FJ0044'NO 125 PLUS 25 POLES 2 RAIL LENGTHS S.E. OF A GRADE CROSSING
 FJ0044'ROAD, AND 15 FEET S. OF THE RAILROAD.
 FJ0044
 FJ0044                          STATION RECOVERY (1964)
 FJ0044
 FJ0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0180 ***********************************************************************
 GG0180  DESIGNATION -  B 70
 GG0180  PID         -  GG0180
 GG0180  STATE/COUNTY-  OK/DELAWARE
 GG0180  COUNTRY     -  US
 GG0180  USGS QUAD   -  SYCAMORE (2018)
 GG0180
 GG0180                         *CURRENT SURVEY CONTROL
 GG0180  ______________________________________________________________________
 GG0180* NAD 83(1986) POSITION- 36 23 40.     (N) 094 38 20.     (W)   SCALED
 GG0180* NAVD 88 ORTHO HEIGHT -   325.738 (meters)     1068.69  (feet) ADJUSTED
 GG0180  ______________________________________________________________________
 GG0180  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 GG0180  DYNAMIC HEIGHT  -        325.459 (meters)     1067.78  (feet) COMP
 GG0180  MODELED GRAVITY -    979,764.2   (mgal)                       NAVD 88
 GG0180
 GG0180  VERT ORDER      -  SECOND    CLASS 0
 GG0180
 GG0180.The horizontal coordinates were scaled from a map and have
 GG0180.an estimated accuracy of +/- 6 seconds.
 GG0180
 GG0180.The orthometric height was determined by differential leveling and
 GG0180.adjusted by the NATIONAL GEODETIC SURVEY
 GG0180.in June 1991.
 GG0180
 GG0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0180.GEOID18 height accuracy estimate available here.
 GG0180
 GG0180.Click photographs - Photos may exist for this station.
 GG0180
 GG0180.The dynamic height is computed by dividing the NAVD 88
 GG0180.geopotential number by the normal gravity value computed on the
 GG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0180.degrees latitude (g = 980.6199 gals.).
 GG0180
 GG0180.The modeled gravity was interpolated from observed gravity values.
 GG0180
 GG0180;                    North         East    Units  Estimated Accuracy
 GG0180;SPC OK N     -   159,940.      901,460.      MT  (+/- 180 meters Scaled)
 GG0180
 GG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA530289(NAD 83)
 GG0180
 GG0180                          SUPERSEDED SURVEY CONTROL
 GG0180
 GG0180  NGVD 29 (??/??/92)  325.606  (m)         1068.26   (f) ADJ UNCH    2 0
 GG0180
 GG0180.Superseded values are not recommended for survey control.
 GG0180
 GG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0180.See file dsdata.pdf to determine how the superseded data were derived.
 GG0180
 GG0180_MARKER: DB = BENCH MARK DISK
 GG0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0180_STAMPING: B 70 1934
 GG0180_MARK LOGO: CGS
 GG0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0180+STABILITY: SURFACE MOTION
 GG0180
 GG0180  HISTORY     - Date     Condition        Report By
 GG0180  HISTORY     - 1934     MONUMENTED       CGS
 GG0180  HISTORY     - 1960     GOOD             CGS
 GG0180
 GG0180                          STATION DESCRIPTION
 GG0180
 GG0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0180'2.8 MI W FROM MAYESVILLE.
 GG0180'IN DELAWARE COUNTY, OKLAHOMA, 2.8 MILES WEST ALONG ARKANSAS STATE
 GG0180'HIGHWAY 102 AND OKLAHOMA STATE HIGHWAY 20 FROM MAYSVILLE, BENTON
 GG0180'COUNTY, ARKANSAS, 2.1 MILES WEST OF THE ARKANSAS-OKLAHOMA STATE
 GG0180'LINE, 200 FEET EAST OF A FARMHOUSE, 40 FEET WEST OF THE FARM
 GG0180'BOUNDARY FENCE LINE, 30 FEET SOUTH OF THE CENTERLINE OF THE
 GG0180'HIGHWAY, AND IN THE FENCE LINE.  A STANDARD DISK, STAMPED B 70
 GG0180'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ITS DESCRIBED
 GG0180'LOCATION IS ABOUT 0.7 MILE SOUTH AND 2.1 MILES WEST ALONG A
 GG0180'GRAVEL ROAD FROM MAYESVILLE.  THIS ROAD WAS FORMERLY STATE HIGHWAY
 GG0180'20.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0355 ***********************************************************************
 GL0355  DESIGNATION -  B 71
 GL0355  PID         -  GL0355
 GL0355  STATE/COUNTY-  OK/CIMARRON
 GL0355  COUNTRY     -  US
 GL0355  USGS QUAD   -  KENTON (2018)
 GL0355
 GL0355                         *CURRENT SURVEY CONTROL
 GL0355  ______________________________________________________________________
 GL0355* NAD 83(1986) POSITION- 36 54 10.     (N) 102 57 52.     (W)   SCALED
 GL0355* NAVD 88 ORTHO HEIGHT -  1326.660 (meters)     4352.55  (feet) ADJUSTED
 GL0355  ______________________________________________________________________
 GL0355  GEOID HEIGHT    -        -22.494 (meters)                     GEOID18
 GL0355  DYNAMIC HEIGHT  -       1325.185 (meters)     4347.71  (feet) COMP
 GL0355  MODELED GRAVITY -    979,473.5   (mgal)                       NAVD 88
 GL0355
 GL0355  VERT ORDER      -  SECOND    CLASS 0
 GL0355
 GL0355.The horizontal coordinates were scaled from a map and have
 GL0355.an estimated accuracy of +/- 6 seconds.
 GL0355
 GL0355.The orthometric height was determined by differential leveling and
 GL0355.adjusted by the NATIONAL GEODETIC SURVEY
 GL0355.in June 1991.
 GL0355
 GL0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0355.GEOID18 height accuracy estimate available here.
 GL0355
 GL0355.Click photographs - Photos may exist for this station.
 GL0355
 GL0355.The dynamic height is computed by dividing the NAVD 88
 GL0355.geopotential number by the normal gravity value computed on the
 GL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0355.degrees latitude (g = 980.6199 gals.).
 GL0355
 GL0355.The modeled gravity was interpolated from observed gravity values.
 GL0355
 GL0355;                    North         East    Units  Estimated Accuracy
 GL0355;SPC OK N     -   222,440.      157,730.      MT  (+/- 180 meters Scaled)
 GL0355
 GL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA813860(NAD 83)
 GL0355
 GL0355                          SUPERSEDED SURVEY CONTROL
 GL0355
 GL0355.No superseded survey control is available for this station.
 GL0355
 GL0355_MARKER: DB = BENCH MARK DISK
 GL0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0355_SP_SET: BUILDING
 GL0355_STAMPING: B 71 1935
 GL0355_MARK LOGO: CGS
 GL0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0355
 GL0355  HISTORY     - Date     Condition        Report By
 GL0355  HISTORY     - 1935     MONUMENTED       CGS
 GL0355  HISTORY     - 1939     GOOD             CGS
 GL0355
 GL0355                          STATION DESCRIPTION
 GL0355
 GL0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0355'IN KENTON.
 GL0355'IN THE N.W. CORNER OF THE KENTON GARAGE, IN THE THIRD CORNER STONE
 GL0355'ABOVE THE GROUND, AND SET VERTICALLY, ABOUT 1700 FEET SOUTH OF THE
 GL0355'NORTHWEST CORNER SECTION 16, T 5 N, R 1 E.
 GL0355
 GL0355                          STATION RECOVERY (1939)
 GL0355
 GL0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GL0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0693 ***********************************************************************
 GK0693  DESIGNATION -  B 72
 GK0693  PID         -  GK0693
 GK0693  STATE/COUNTY-  OK/TEXAS
 GK0693  COUNTRY     -  US
 GK0693  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0693
 GK0693                         *CURRENT SURVEY CONTROL
 GK0693  ______________________________________________________________________
 GK0693* NAD 83(1986) POSITION- 36 31 50.     (N) 101 47 57.     (W)   SCALED
 GK0693* NAVD 88 ORTHO HEIGHT -  1033.536 (meters)     3390.86  (feet) ADJUSTED
 GK0693  ______________________________________________________________________
 GK0693  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 GK0693  DYNAMIC HEIGHT  -       1032.427 (meters)     3387.22  (feet) COMP
 GK0693  MODELED GRAVITY -    979,524.1   (mgal)                       NAVD 88
 GK0693
 GK0693  VERT ORDER      -  SECOND    CLASS 0
 GK0693
 GK0693.The horizontal coordinates were scaled from a map and have
 GK0693.an estimated accuracy of +/- 6 seconds.
 GK0693
 GK0693.The orthometric height was determined by differential leveling and
 GK0693.adjusted by the NATIONAL GEODETIC SURVEY
 GK0693.in June 1991.
 GK0693
 GK0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0693.GEOID18 height accuracy estimate available here.
 GK0693
 GK0693.Click photographs - Photos may exist for this station.
 GK0693
 GK0693.The dynamic height is computed by dividing the NAVD 88
 GK0693.geopotential number by the normal gravity value computed on the
 GK0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0693.degrees latitude (g = 980.6199 gals.).
 GK0693
 GK0693.The modeled gravity was interpolated from observed gravity values.
 GK0693
 GK0693;                    North         East    Units  Estimated Accuracy
 GK0693;SPC OK N     -   176,480.      259,860.      MT  (+/- 180 meters Scaled)
 GK0693
 GK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF493464(NAD 83)
 GK0693
 GK0693                          SUPERSEDED SURVEY CONTROL
 GK0693
 GK0693  NGVD 29 (??/??/92) 1033.052  (m)         3389.27   (f) ADJ UNCH    2 0
 GK0693
 GK0693.Superseded values are not recommended for survey control.
 GK0693
 GK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0693.See file dsdata.pdf to determine how the superseded data were derived.
 GK0693
 GK0693_MARKER: DB = BENCH MARK DISK
 GK0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0693_STAMPING: B 72 1935
 GK0693_MARK LOGO: CGS
 GK0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0693+STABILITY: SURFACE MOTION
 GK0693
 GK0693  HISTORY     - Date     Condition        Report By
 GK0693  HISTORY     - 1935     MONUMENTED       CGS
 GK0693  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0693
 GK0693                          STATION DESCRIPTION
 GK0693
 GK0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0693'2.6 MI NW FROM TEXHOMA.
 GK0693'2.6 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0693'TEXAS COUNTY, AT A CURVE LEADING WEST, ABOUT 100 FEET NORTHWEST OF THE
 GK0693'CENTER OF A ROAD CROSSING, ABOUT 65 FEET WEST OF THE CENTER LINE OF
 GK0693'THE NORTH-AND-SOUTH ROAD, 40 FEET WEST OF A FENCE CORNER, AND ABOUT 2
 GK0693'POSTS WEST OF A FENCE CORNER. A STANDARD DISK, STAMPED B 72 1935 AND
 GK0693'SET IN THE TOP OF A CONCRETE POST.
 GK0693
 GK0693                          STATION RECOVERY (1973)
 GK0693
 GK0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0012 ***********************************************************************
 GL0012  DESIGNATION -  B 73
 GL0012  PID         -  GL0012
 GL0012  STATE/COUNTY-  OK/CIMARRON
 GL0012  COUNTRY     -  US
 GL0012  USGS QUAD   -  KEYES EAST (2018)
 GL0012
 GL0012                         *CURRENT SURVEY CONTROL
 GL0012  ______________________________________________________________________
 GL0012* NAD 83(1986) POSITION- 36 45 46.     (N) 102 13 47.     (W)   SCALED
 GL0012* NAVD 88 ORTHO HEIGHT -  1194.935 (meters)     3920.38  (feet) ADJUSTED
 GL0012  ______________________________________________________________________
 GL0012  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 GL0012  DYNAMIC HEIGHT  -       1193.654 (meters)     3916.18  (feet) COMP
 GL0012  MODELED GRAVITY -    979,518.0   (mgal)                       NAVD 88
 GL0012
 GL0012  VERT ORDER      -  SECOND    CLASS 0
 GL0012
 GL0012.The horizontal coordinates were scaled from a map and have
 GL0012.an estimated accuracy of +/- 6 seconds.
 GL0012
 GL0012.The orthometric height was determined by differential leveling and
 GL0012.adjusted by the NATIONAL GEODETIC SURVEY
 GL0012.in June 1991.
 GL0012
 GL0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0012.GEOID18 height accuracy estimate available here.
 GL0012
 GL0012.Click photographs - Photos may exist for this station.
 GL0012
 GL0012.The dynamic height is computed by dividing the NAVD 88
 GL0012.geopotential number by the normal gravity value computed on the
 GL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0012.degrees latitude (g = 980.6199 gals.).
 GL0012
 GL0012.The modeled gravity was interpolated from observed gravity values.
 GL0012
 GL0012;                    North         East    Units  Estimated Accuracy
 GL0012;SPC OK N     -   203,820.      222,460.      MT  (+/- 180 meters Scaled)
 GL0012
 GL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA472721(NAD 83)
 GL0012
 GL0012                          SUPERSEDED SURVEY CONTROL
 GL0012
 GL0012.No superseded survey control is available for this station.
 GL0012
 GL0012_MARKER: DB = BENCH MARK DISK
 GL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0012_STAMPING: B 73 1935
 GL0012_MARK LOGO: CGS
 GL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0012+STABILITY: SURFACE MOTION
 GL0012
 GL0012  HISTORY     - Date     Condition        Report By
 GL0012  HISTORY     - 1935     MONUMENTED       CGS
 GL0012  HISTORY     - 1953     MARK NOT FOUND   LOCSUR
 GL0012
 GL0012                          STATION DESCRIPTION
 GL0012
 GL0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0012'18.0 MI E FROM BOISE CITY.
 GL0012'18.0 MI. E. OF ALONG U.S. HWY. NO. 64 1.0 MI. E. OF THE INTERSECTION
 GL0012'OF THE ROAD TO KEYES, AT A CROSS ROAD, 100 FT. E. OF THE CENTER LINE
 GL0012'OF THE CROSS ROAD, 50 FT. N. OF THE CENTER LINE OF THE HWY., AND 2 FT.
 GL0012'E. OF A TELEPHONE POLE, NEAR THE SOUTHWEST CORNER OF SECTION 32, T 3
 GL0012'N, R 9 E.
 GL0012
 GL0012                          STATION RECOVERY (1953)
 GL0012
 GL0012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 GL0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0701 ***********************************************************************
 GK0701  DESIGNATION -  B 74
 GK0701  PID         -  GK0701
 GK0701  STATE/COUNTY-  OK/TEXAS
 GK0701  COUNTRY     -  US
 GK0701  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0701
 GK0701                         *CURRENT SURVEY CONTROL
 GK0701  ______________________________________________________________________
 GK0701* NAD 83(1986) POSITION- 36 35 19.     (N) 101 52 16.     (W)   SCALED
 GK0701* NAVD 88 ORTHO HEIGHT -  1057.482 (meters)     3469.42  (feet) ADJUSTED
 GK0701  ______________________________________________________________________
 GK0701  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 GK0701  DYNAMIC HEIGHT  -       1056.354 (meters)     3465.72  (feet) COMP
 GK0701  MODELED GRAVITY -    979,528.5   (mgal)                       NAVD 88
 GK0701
 GK0701  VERT ORDER      -  SECOND    CLASS 0
 GK0701
 GK0701.The horizontal coordinates were scaled from a map and have
 GK0701.an estimated accuracy of +/- 6 seconds.
 GK0701
 GK0701.The orthometric height was determined by differential leveling and
 GK0701.adjusted by the NATIONAL GEODETIC SURVEY
 GK0701.in June 1991.
 GK0701
 GK0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0701.GEOID18 height accuracy estimate available here.
 GK0701
 GK0701.Click photographs - Photos may exist for this station.
 GK0701
 GK0701.The dynamic height is computed by dividing the NAVD 88
 GK0701.geopotential number by the normal gravity value computed on the
 GK0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0701.degrees latitude (g = 980.6199 gals.).
 GK0701
 GK0701.The modeled gravity was interpolated from observed gravity values.
 GK0701
 GK0701;                    North         East    Units  Estimated Accuracy
 GK0701;SPC OK N     -   183,170.      253,680.      MT  (+/- 180 meters Scaled)
 GK0701
 GK0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF431530(NAD 83)
 GK0701
 GK0701                          SUPERSEDED SURVEY CONTROL
 GK0701
 GK0701  NGVD 29 (??/??/92) 1057.000  (m)         3467.84   (f) ADJ UNCH    2 0
 GK0701
 GK0701.Superseded values are not recommended for survey control.
 GK0701
 GK0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0701.See file dsdata.pdf to determine how the superseded data were derived.
 GK0701
 GK0701_MARKER: DB = BENCH MARK DISK
 GK0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0701_STAMPING: B 74 1935
 GK0701_MARK LOGO: CGS
 GK0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0701+STABILITY: SURFACE MOTION
 GK0701
 GK0701  HISTORY     - Date     Condition        Report By
 GK0701  HISTORY     - 1935     MONUMENTED       CGS
 GK0701  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0701
 GK0701                          STATION DESCRIPTION
 GK0701
 GK0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0701'10.6 MI N FROM TEXHOMA.
 GK0701'10.6 MILES NORTH ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA, TEXAS
 GK0701'COUNTY, 150 FEET SOUTHEAST OF A STUCCO HOUSE, AT A ROAD CROSSING,
 GK0701'ABOUT 50 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 40
 GK0701'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND ABOUT 2
 GK0701'POSTS WEST OF A FENCE CORNER. A STANDARD DISK, STAMPED B 74 1935 AND
 GK0701'SET IN THE TOP OF A CONCRETE POST.
 GK0701
 GK0701                          STATION RECOVERY (1973)
 GK0701
 GK0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0701'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0722 ***********************************************************************
 GK0722  DESIGNATION -  B 75
 GK0722  PID         -  GK0722
 GK0722  STATE/COUNTY-  OK/TEXAS
 GK0722  COUNTRY     -  US
 GK0722  USGS QUAD   -  EVA (2018)
 GK0722
 GK0722                         *CURRENT SURVEY CONTROL
 GK0722  ______________________________________________________________________
 GK0722* NAD 83(1986) POSITION- 36 47 27.     (N) 101 54 26.     (W)   SCALED
 GK0722* NAVD 88 ORTHO HEIGHT -  1086.971 (meters)     3566.17  (feet) ADJUSTED
 GK0722  ______________________________________________________________________
 GK0722  GEOID HEIGHT    -        -25.225 (meters)                     GEOID18
 GK0722  DYNAMIC HEIGHT  -       1085.829 (meters)     3562.42  (feet) COMP
 GK0722  MODELED GRAVITY -    979,543.5   (mgal)                       NAVD 88
 GK0722
 GK0722  VERT ORDER      -  SECOND    CLASS 0
 GK0722
 GK0722.The horizontal coordinates were scaled from a map and have
 GK0722.an estimated accuracy of +/- 6 seconds.
 GK0722
 GK0722.The orthometric height was determined by differential leveling and
 GK0722.adjusted by the NATIONAL GEODETIC SURVEY
 GK0722.in June 1991.
 GK0722
 GK0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0722.GEOID18 height accuracy estimate available here.
 GK0722
 GK0722.Click photographs - Photos may exist for this station.
 GK0722
 GK0722.The dynamic height is computed by dividing the NAVD 88
 GK0722.geopotential number by the normal gravity value computed on the
 GK0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0722.degrees latitude (g = 980.6199 gals.).
 GK0722
 GK0722.The modeled gravity was interpolated from observed gravity values.
 GK0722
 GK0722;                    North         East    Units  Estimated Accuracy
 GK0722;SPC OK N     -   205,720.      251,350.      MT  (+/- 180 meters Scaled)
 GK0722
 GK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF405756(NAD 83)
 GK0722
 GK0722                          SUPERSEDED SURVEY CONTROL
 GK0722
 GK0722  NGVD 29 (??/??/92) 1086.487  (m)         3564.58   (f) ADJ UNCH    2 0
 GK0722
 GK0722.Superseded values are not recommended for survey control.
 GK0722
 GK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0722.See file dsdata.pdf to determine how the superseded data were derived.
 GK0722
 GK0722_MARKER: DB = BENCH MARK DISK
 GK0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0722_STAMPING: B 75 1935
 GK0722_MARK LOGO: CGS
 GK0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0722+STABILITY: SURFACE MOTION
 GK0722
 GK0722  HISTORY     - Date     Condition        Report By
 GK0722  HISTORY     - 1935     MONUMENTED       CGS
 GK0722  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0722
 GK0722                          STATION DESCRIPTION
 GK0722
 GK0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0722'0.5 MI S FROM EVA.
 GK0722'0.5 MILE SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT A
 GK0722'ROAD CROSSING, ABOUT 54 FEET WEST OF THE CENTER LINE OF THE
 GK0722'NORTH-AND-SOUTH ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE
 GK0722'EAST-AND-WEST ROAD, 21 FEET SOUTH OF A POLE, AND AT THE SECOND FENCE
 GK0722'POST SOUTH OF THE FENCE CORNER. A STANDARD DISK, STAMPED B 75 1935 AND
 GK0722'SET IN THE TOP OF A CONCRETE POST.
 GK0722
 GK0722                          STATION RECOVERY (1973)
 GK0722
 GK0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0722'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0775 ***********************************************************************
 GK0775  DESIGNATION -  B 76
 GK0775  PID         -  GK0775
 GK0775  STATE/COUNTY-  OK/TEXAS
 GK0775  COUNTRY     -  US
 GK0775  USGS QUAD   -  HOUGH NW (2018)
 GK0775
 GK0775                         *CURRENT SURVEY CONTROL
 GK0775  ______________________________________________________________________
 GK0775* NAD 83(1986) POSITION- 36 55 43.     (N) 101 37 54.     (W)   SCALED
 GK0775* NAVD 88 ORTHO HEIGHT -  1022.060 (meters)     3353.21  (feet) ADJUSTED
 GK0775  ______________________________________________________________________
 GK0775  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 GK0775  DYNAMIC HEIGHT  -       1021.012 (meters)     3349.77  (feet) COMP
 GK0775  MODELED GRAVITY -    979,571.2   (mgal)                       NAVD 88
 GK0775
 GK0775  VERT ORDER      -  SECOND    CLASS 0
 GK0775
 GK0775.The horizontal coordinates were scaled from a map and have
 GK0775.an estimated accuracy of +/- 6 seconds.
 GK0775
 GK0775.The orthometric height was determined by differential leveling and
 GK0775.adjusted by the NATIONAL GEODETIC SURVEY
 GK0775.in June 1991.
 GK0775
 GK0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0775.GEOID18 height accuracy estimate available here.
 GK0775
 GK0775.Click photographs - Photos may exist for this station.
 GK0775
 GK0775.The dynamic height is computed by dividing the NAVD 88
 GK0775.geopotential number by the normal gravity value computed on the
 GK0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0775.degrees latitude (g = 980.6199 gals.).
 GK0775
 GK0775.The modeled gravity was interpolated from observed gravity values.
 GK0775
 GK0775;                    North         East    Units  Estimated Accuracy
 GK0775;SPC OK N     -   220,050.      276,500.      MT  (+/- 180 meters Scaled)
 GK0775
 GK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF656901(NAD 83)
 GK0775
 GK0775                          SUPERSEDED SURVEY CONTROL
 GK0775
 GK0775  NGVD 29 (??/??/92) 1021.608  (m)         3351.73   (f) ADJ UNCH    2 0
 GK0775
 GK0775.Superseded values are not recommended for survey control.
 GK0775
 GK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0775.See file dsdata.pdf to determine how the superseded data were derived.
 GK0775
 GK0775_MARKER: DB = BENCH MARK DISK
 GK0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0775_STAMPING: B 76 1935
 GK0775_MARK LOGO: CGS
 GK0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0775+STABILITY: SURFACE MOTION
 GK0775
 GK0775  HISTORY     - Date     Condition        Report By
 GK0775  HISTORY     - 1935     MONUMENTED       CGS
 GK0775
 GK0775                          STATION DESCRIPTION
 GK0775
 GK0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0775'7.1 MI NW FROM HOUGH.
 GK0775'7.1 MI. N.W ALONG ROAD TO ROLLA, KANS.  ABOUT 1.5 MI. N. OF A TURN IN
 GK0775'THE HIGHWAY, ABOUT 55 FT. W. OF THE CENTER LINE OF THE HWY.  AND 15
 GK0775'FT. W. AND 1 1/2 FT. N. OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0221 ***********************************************************************
 FH0221  DESIGNATION -  B 77
 FH0221  PID         -  FH0221
 FH0221  STATE/COUNTY-  OK/SEQUOYAH
 FH0221  COUNTRY     -  US
 FH0221  USGS QUAD   -  FORT SMITH (2017)
 FH0221
 FH0221                         *CURRENT SURVEY CONTROL
 FH0221  ______________________________________________________________________
 FH0221* NAD 83(1986) POSITION- 35 23 26.     (N) 094 28 40.     (W)   SCALED
 FH0221* NAVD 88 ORTHO HEIGHT -   126.559 (meters)      415.22  (feet) ADJUSTED
 FH0221  ______________________________________________________________________
 FH0221  GEOID HEIGHT    -        -30.145 (meters)                     GEOID18
 FH0221  DYNAMIC HEIGHT  -        126.440 (meters)      414.83  (feet) COMP
 FH0221  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 FH0221
 FH0221  VERT ORDER      -  SECOND    CLASS 0
 FH0221
 FH0221.The horizontal coordinates were scaled from a map and have
 FH0221.an estimated accuracy of +/- 6 seconds.
 FH0221
 FH0221.The orthometric height was determined by differential leveling and
 FH0221.adjusted by the NATIONAL GEODETIC SURVEY
 FH0221.in June 1991.
 FH0221
 FH0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0221.GEOID18 height accuracy estimate available here.
 FH0221
 FH0221.Click photographs - Photos may exist for this station.
 FH0221
 FH0221.The dynamic height is computed by dividing the NAVD 88
 FH0221.geopotential number by the normal gravity value computed on the
 FH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0221.degrees latitude (g = 980.6199 gals.).
 FH0221
 FH0221.The modeled gravity was interpolated from observed gravity values.
 FH0221
 FH0221;                    North         East    Units  Estimated Accuracy
 FH0221;SPC OK N     -    49,140.      919,940.      MT  (+/- 180 meters Scaled)
 FH0221
 FH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV657173(NAD 83)
 FH0221
 FH0221                          SUPERSEDED SURVEY CONTROL
 FH0221
 FH0221  NGVD 29 (??/??/92)  126.471  (m)          414.93   (f) ADJ UNCH    2 0
 FH0221
 FH0221.Superseded values are not recommended for survey control.
 FH0221
 FH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0221.See file dsdata.pdf to determine how the superseded data were derived.
 FH0221
 FH0221_MARKER: DB = BENCH MARK DISK
 FH0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0221_SP_SET: CULVERT WINGWALL
 FH0221_STAMPING: B 77 1940
 FH0221_MARK LOGO: CGS
 FH0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0221+STABILITY: SURFACE MOTION
 FH0221
 FH0221  HISTORY     - Date     Condition        Report By
 FH0221  HISTORY     - 1940     MONUMENTED       CGS
 FH0221  HISTORY     - 1959     GOOD             CGS
 FH0221
 FH0221                          STATION DESCRIPTION
 FH0221
 FH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0221'1.5 MI W FROM MOFFETT.
 FH0221'TO REACH FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ALONG
 FH0221'U.S. HIGHWAY NO. 64, GO 1.5 MILES.  BENCH MARK IS AT ROAD
 FH0221'INTERSECTION, 14.8 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY NO.
 FH0221'64, SET HORIZONTALLY IN WEST WING WALL OF CULVERT UNDER U.S.
 FH0221'HIGHWAY NO. 64.  DISK SET FLUSH.  NOTE-- 1.5 MI W FROM THE MOFFETT
 FH0221'SCHOOL ALONG A SURFACED ROAD (OLD U.S. HWY 64).  U.S. HWY 64 NOW
 FH0221'PASSES ABOUT 1 MI N OF ITS FORMER LOCATION.  IN THE SW CORNER OF
 FH0221'THE CROSSROADS AND IS 14.8 FT S OF THE CENTERLINE OF THE ROAD.
 FH0221
 FH0221                          STATION RECOVERY (1959)
 FH0221
 FH0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0599 ***********************************************************************
 FH0599  DESIGNATION -  B 78
 FH0599  PID         -  FH0599
 FH0599  STATE/COUNTY-  OK/MUSKOGEE
 FH0599  COUNTRY     -  US
 FH0599  USGS QUAD   -  STIGLER NE (2018)
 FH0599
 FH0599                         *CURRENT SURVEY CONTROL
 FH0599  ______________________________________________________________________
 FH0599* NAD 83(1986) POSITION- 35 24 22.     (N) 095 06 52.     (W)   SCALED
 FH0599* NAVD 88 ORTHO HEIGHT -   157.253 (meters)      515.92  (feet) ADJUSTED
 FH0599  ______________________________________________________________________
 FH0599  GEOID HEIGHT    -        -30.160 (meters)                     GEOID18
 FH0599  DYNAMIC HEIGHT  -        157.105 (meters)      515.44  (feet) COMP
 FH0599  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 FH0599
 FH0599  VERT ORDER      -  SECOND    CLASS 0
 FH0599
 FH0599.The horizontal coordinates were scaled from a map and have
 FH0599.an estimated accuracy of +/- 6 seconds.
 FH0599
 FH0599.The orthometric height was determined by differential leveling and
 FH0599.adjusted by the NATIONAL GEODETIC SURVEY
 FH0599.in June 1991.
 FH0599
 FH0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0599.GEOID18 height accuracy estimate available here.
 FH0599
 FH0599.Click photographs - Photos may exist for this station.
 FH0599
 FH0599.The dynamic height is computed by dividing the NAVD 88
 FH0599.geopotential number by the normal gravity value computed on the
 FH0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0599.degrees latitude (g = 980.6199 gals.).
 FH0599
 FH0599.The modeled gravity was interpolated from observed gravity values.
 FH0599
 FH0599;                    North         East    Units  Estimated Accuracy
 FH0599;SPC OK N     -    48,960.      862,080.      MT  (+/- 180 meters Scaled)
 FH0599
 FH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV079201(NAD 83)
 FH0599
 FH0599                          SUPERSEDED SURVEY CONTROL
 FH0599
 FH0599  NGVD 29 (??/??/92)  157.140  (m)          515.55   (f) ADJ UNCH    2 0
 FH0599
 FH0599.Superseded values are not recommended for survey control.
 FH0599
 FH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0599.See file dsdata.pdf to determine how the superseded data were derived.
 FH0599
 FH0599_MARKER: DB = BENCH MARK DISK
 FH0599_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0599_SP_SET: CULVERT WINGWALL
 FH0599_STAMPING: B 78 1940
 FH0599_MARK LOGO: CGS
 FH0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0599+STABILITY: SURFACE MOTION
 FH0599
 FH0599  HISTORY     - Date     Condition        Report By
 FH0599  HISTORY     - 1940     MONUMENTED       CGS
 FH0599  HISTORY     - 1960     GOOD             CGS
 FH0599
 FH0599                          STATION DESCRIPTION
 FH0599
 FH0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0599'7.8 MI S FROM WEBBERS FALLS.
 FH0599'7.8 MILES SOUTH OF POST OFFICE IN WEBBERS FALLS.  TO REACH FROM
 FH0599'POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED ROAD,
 FH0599'GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED ROAD, GO
 FH0599'7.1 MILES.  BENCH MARK IS AT CROSS-ROADS, 21.6 FEET NORTHEAST
 FH0599'OF CENTER LINE OF CROSS-ROAD INTERSECTION, AT THE EAST END OF
 FH0599'CONCRETE CULVERT, SET FLUSH AND HORIZONTALLY IN THE EAST END OF
 FH0599'THE SOUTH WINGWALL.
 FH0599
 FH0599                          STATION RECOVERY (1960)
 FH0599
 FH0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0543 ***********************************************************************
 FH0543  DESIGNATION -  B 79
 FH0543  PID         -  FH0543
 FH0543  STATE/COUNTY-  OK/MUSKOGEE
 FH0543  COUNTRY     -  US
 FH0543  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0543
 FH0543                         *CURRENT SURVEY CONTROL
 FH0543  ______________________________________________________________________
 FH0543* NAD 83(1986) POSITION- 35 47 01.     (N) 095 28 56.     (W)   SCALED
 FH0543* NAVD 88 ORTHO HEIGHT -   180.511 (meters)      592.23  (feet) ADJUSTED
 FH0543  ______________________________________________________________________
 FH0543  GEOID HEIGHT    -        -29.447 (meters)                     GEOID18
 FH0543  DYNAMIC HEIGHT  -        180.349 (meters)      591.70  (feet) COMP
 FH0543  MODELED GRAVITY -    979,729.6   (mgal)                       NAVD 88
 FH0543
 FH0543  VERT ORDER      -  SECOND    CLASS 0
 FH0543
 FH0543.The horizontal coordinates were scaled from a map and have
 FH0543.an estimated accuracy of +/- 6 seconds.
 FH0543
 FH0543.The orthometric height was determined by differential leveling and
 FH0543.adjusted by the NATIONAL GEODETIC SURVEY
 FH0543.in June 1991.
 FH0543
 FH0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0543.GEOID18 height accuracy estimate available here.
 FH0543
 FH0543.Click photographs - Photos may exist for this station.
 FH0543
 FH0543.The dynamic height is computed by dividing the NAVD 88
 FH0543.geopotential number by the normal gravity value computed on the
 FH0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0543.degrees latitude (g = 980.6199 gals.).
 FH0543
 FH0543.The modeled gravity was interpolated from observed gravity values.
 FH0543
 FH0543;                    North         East    Units  Estimated Accuracy
 FH0543;SPC OK N     -    89,900.      827,600.      MT  (+/- 180 meters Scaled)
 FH0543
 FH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV756627(NAD 83)
 FH0543
 FH0543                          SUPERSEDED SURVEY CONTROL
 FH0543
 FH0543  NGVD 29 (??/??/92)  180.396  (m)          591.85   (f) ADJ UNCH    2 0
 FH0543
 FH0543.Superseded values are not recommended for survey control.
 FH0543
 FH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0543.See file dsdata.pdf to determine how the superseded data were derived.
 FH0543
 FH0543_MARKER: DB = BENCH MARK DISK
 FH0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0543_STAMPING: B 79 1940
 FH0543_MARK LOGO: CGS
 FH0543_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0543+STABILITY: SURFACE MOTION
 FH0543
 FH0543  HISTORY     - Date     Condition        Report By
 FH0543  HISTORY     - 1940     MONUMENTED       CGS
 FH0543  HISTORY     - 1974     MARK NOT FOUND   NGS
 FH0543
 FH0543                          STATION DESCRIPTION
 FH0543
 FH0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0543'9.5 MI NW FROM MUSKOGEE.
 FH0543'TO REACH FROM THE MISSOURI KANSAS AND TEXAS RAILROAD STATION
 FH0543'IN MUSKOGEE, PROCEED NORTHEAST OF CHEROKEE STREET, GO 0.3 MILE,
 FH0543'TURN LEFT (WEST) ON FONDULAC STREET, GO 0.1 MILE, TURN RIGHT
 FH0543'(NORTH) ON GRAVELED ROAD, GO 2.1 MILES, TURN LEFT (WEST) AT
 FH0543'CROSS INTERSECTION OF SECTION LINE ROADS, GO 7.0 MILES.
 FH0543'BENCH MARK IS AT SECTION CORNERS, 110 FEET NORTHEAST OF NORTHEAST
 FH0543'CORNER OF A FARM HOUSE, 54 FEET SOUTHWEST OF CENTER LINE OF
 FH0543'INTERSECTION OF GRADED SECTION LINE ROADS, 21 FEET SOUTH OF
 FH0543'CENTER LINE OF THE EAST-WEST ROAD, 3.6 FEET EAST OF A 4 X 4
 FH0543'INCH WOODEN POST PAINTED WHITE PROJECTING 2 FEET.  MONUMENT
 FH0543'PROJECTS 0.5 FOOT.
 FH0543
 FH0543                          STATION RECOVERY (1974)
 FH0543
 FH0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FH0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0187 ***********************************************************************
 FJ0187  DESIGNATION -  B 8
 FJ0187  PID         -  FJ0187
 FJ0187  STATE/COUNTY-  OK/LINCOLN
 FJ0187  COUNTRY     -  US
 FJ0187  USGS QUAD   -  SPARKS (2018)
 FJ0187
 FJ0187                         *CURRENT SURVEY CONTROL
 FJ0187  ______________________________________________________________________
 FJ0187* NAD 83(1986) POSITION- 35 34 41.     (N) 096 45 05.     (W)   SCALED
 FJ0187* NAVD 88 ORTHO HEIGHT -   249.043 (meters)      817.07  (feet) ADJUSTED
 FJ0187  ______________________________________________________________________
 FJ0187  GEOID HEIGHT    -        -27.892 (meters)                     GEOID18
 FJ0187  DYNAMIC HEIGHT  -        248.810 (meters)      816.30  (feet) COMP
 FJ0187  MODELED GRAVITY -    979,690.7   (mgal)                       NAVD 88
 FJ0187
 FJ0187  VERT ORDER      -  FIRST     CLASS II
 FJ0187
 FJ0187.The horizontal coordinates were scaled from a map and have
 FJ0187.an estimated accuracy of +/- 6 seconds.
 FJ0187
 FJ0187.The orthometric height was determined by differential leveling and
 FJ0187.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0187.in June 1991.
 FJ0187
 FJ0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0187.GEOID18 height accuracy estimate available here.
 FJ0187
 FJ0187.Click photographs - Photos may exist for this station.
 FJ0187
 FJ0187.The dynamic height is computed by dividing the NAVD 88
 FJ0187.geopotential number by the normal gravity value computed on the
 FJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0187.degrees latitude (g = 980.6199 gals.).
 FJ0187
 FJ0187.The modeled gravity was interpolated from observed gravity values.
 FJ0187
 FJ0187;                    North         East    Units  Estimated Accuracy
 FJ0187;SPC OK N     -    64,870.      713,170.      MT  (+/- 180 meters Scaled)
 FJ0187
 FJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE037394(NAD 83)
 FJ0187
 FJ0187                          SUPERSEDED SURVEY CONTROL
 FJ0187
 FJ0187  NGVD 29 (??/??/92)  248.954  (m)          816.78   (f) ADJ UNCH    1 2
 FJ0187
 FJ0187.Superseded values are not recommended for survey control.
 FJ0187
 FJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0187.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0187
 FJ0187_MARKER: DB = BENCH MARK DISK
 FJ0187_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FJ0187_SP_SET: UNSPECIFIED ROCK
 FJ0187_STAMPING: B 8 1933 816.777
 FJ0187_MARK LOGO: CGS
 FJ0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0187
 FJ0187  HISTORY     - Date     Condition        Report By
 FJ0187  HISTORY     - 1933     MONUMENTED       CGS
 FJ0187  HISTORY     - 1934     GOOD             CGS
 FJ0187
 FJ0187                          STATION DESCRIPTION
 FJ0187
 FJ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0187'5 MI SE FROM SPARKS.
 FJ0187'5 MILES SE OF SPARKS ON FT. S. AND W. R.R. AT MP 166/26.  50
 FJ0187'FEET SW. OF TRACK AND 40 FEET E. OF HIGHWAY.  125 FEET SE. OF
 FJ0187'U.S.G.S. 60.
 FJ0187
 FJ0187                          STATION RECOVERY (1934)
 FJ0187
 FJ0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0342 ***********************************************************************
 GL0342  DESIGNATION -  B 80
 GL0342  PID         -  GL0342
 GL0342  STATE/COUNTY-  OK/CIMARRON
 GL0342  COUNTRY     -  US
 GL0342  USGS QUAD   -  FELT NE (2018)
 GL0342
 GL0342                         *CURRENT SURVEY CONTROL
 GL0342  ______________________________________________________________________
 GL0342* NAD 83(1986) POSITION- 36 43 09.     (N) 102 49 24.     (W)   SCALED
 GL0342* NAVD 88 ORTHO HEIGHT -  1390.788 (meters)     4562.94  (feet) ADJUSTED
 GL0342  ______________________________________________________________________
 GL0342  GEOID HEIGHT    -        -22.951 (meters)                     GEOID18
 GL0342  DYNAMIC HEIGHT  -       1389.220 (meters)     4557.80  (feet) COMP
 GL0342  MODELED GRAVITY -    979,455.2   (mgal)                       NAVD 88
 GL0342
 GL0342  VERT ORDER      -  SECOND    CLASS 0
 GL0342
 GL0342.The horizontal coordinates were scaled from a map and have
 GL0342.an estimated accuracy of +/- 6 seconds.
 GL0342
 GL0342.The orthometric height was determined by differential leveling and
 GL0342.adjusted by the NATIONAL GEODETIC SURVEY
 GL0342.in June 1991.
 GL0342
 GL0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0342.GEOID18 height accuracy estimate available here.
 GL0342
 GL0342.Click photographs - Photos may exist for this station.
 GL0342
 GL0342.The dynamic height is computed by dividing the NAVD 88
 GL0342.geopotential number by the normal gravity value computed on the
 GL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0342.degrees latitude (g = 980.6199 gals.).
 GL0342
 GL0342.The modeled gravity was interpolated from observed gravity values.
 GL0342
 GL0342;                    North         East    Units  Estimated Accuracy
 GL0342;SPC OK N     -   201,450.      169,270.      MT  (+/- 180 meters Scaled)
 GL0342
 GL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA943659(NAD 83)
 GL0342
 GL0342                          SUPERSEDED SURVEY CONTROL
 GL0342
 GL0342.No superseded survey control is available for this station.
 GL0342
 GL0342_MARKER: DB = BENCH MARK DISK
 GL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0342_STAMPING: B 80 1941
 GL0342_MARK LOGO: CGS
 GL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0342+STABILITY: SURFACE MOTION
 GL0342
 GL0342  HISTORY     - Date     Condition        Report By
 GL0342  HISTORY     - 1941     MONUMENTED       CGS
 GL0342  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0342
 GL0342                          STATION DESCRIPTION
 GL0342
 GL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0342'4.1 MI E FROM WHEELESS.
 GL0342'TO REACH BENCH MARK FROM THE POST OFFICE AT WHEELESS, PROCEED EAST ON
 GL0342'GRADED ROAD, GO 4.1 MILES TO SITE OF BENCH MARK.  BENCH MARK IS AT A
 GL0342'CROSS ROADS.  130.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 GL0342'ROAD.  45.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 GL0342'CENTERLINE OF THE EAST-WEST ROAD.  3.0 FEET EAST OF A 4 X 4 INCH
 GL0342'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 GL0342
 GL0342                          STATION RECOVERY (1966)
 GL0342
 GL0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0433 ***********************************************************************
 EL0433  DESIGNATION -  B 81
 EL0433  PID         -  EL0433
 EL0433  STATE/COUNTY-  OK/CARTER
 EL0433  COUNTRY     -  US
 EL0433  USGS QUAD   -  GENE AUTRY (2018)
 EL0433
 EL0433                         *CURRENT SURVEY CONTROL
 EL0433  ______________________________________________________________________
 EL0433* NAD 83(1986) POSITION- 34 18 01.     (N) 097 01 52.     (W)   SCALED
 EL0433* NAVD 88 ORTHO HEIGHT -   221.869 (meters)      727.92  (feet) ADJUSTED
 EL0433  ______________________________________________________________________
 EL0433  GEOID HEIGHT    -        -25.668 (meters)                     GEOID18
 EL0433  DYNAMIC HEIGHT  -        221.645 (meters)      727.18  (feet) COMP
 EL0433  MODELED GRAVITY -    979,619.6   (mgal)                       NAVD 88
 EL0433
 EL0433  VERT ORDER      -  SECOND    CLASS 0
 EL0433
 EL0433.This mark is at Ardmore(MUNI Airport (ADM)
 EL0433
 EL0433.The horizontal coordinates were scaled from a map and have
 EL0433.an estimated accuracy of +/- 6 seconds.
 EL0433
 EL0433.The orthometric height was determined by differential leveling and
 EL0433.adjusted by the NATIONAL GEODETIC SURVEY
 EL0433.in June 1991.
 EL0433
 EL0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0433.GEOID18 height accuracy estimate available here.
 EL0433
 EL0433.Click photographs - Photos may exist for this station.
 EL0433
 EL0433.The dynamic height is computed by dividing the NAVD 88
 EL0433.geopotential number by the normal gravity value computed on the
 EL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0433.degrees latitude (g = 980.6199 gals.).
 EL0433
 EL0433.The modeled gravity was interpolated from observed gravity values.
 EL0433
 EL0433;                    North         East    Units  Estimated Accuracy
 EL0433;SPC OK S     -   107,690.      689,190.      MT  (+/- 180 meters Scaled)
 EL0433
 EL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC811972(NAD 83)
 EL0433
 EL0433                          SUPERSEDED SURVEY CONTROL
 EL0433
 EL0433  NGVD 29 (??/??/92)  221.812  (m)          727.73   (f) ADJ UNCH    2 0
 EL0433
 EL0433.Superseded values are not recommended for survey control.
 EL0433
 EL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0433.See file dsdata.pdf to determine how the superseded data were derived.
 EL0433
 EL0433_MARKER: DB = BENCH MARK DISK
 EL0433_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0433+WITH SETTING: PAVEMENT
 EL0433_SP_SET: FLAGPOLE BASE
 EL0433_STAMPING: B 81 1945
 EL0433_MARK LOGO: CGS
 EL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0433+STABILITY: SURFACE MOTION
 EL0433
 EL0433  HISTORY     - Date     Condition        Report By
 EL0433  HISTORY     - 1945     MONUMENTED       CGS
 EL0433  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0433
 EL0433                          STATION DESCRIPTION
 EL0433
 EL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0433'1.4 MI NE FROM GENE AUTRY.
 EL0433'1.4 MILES NORTHEAST.  AT THE ARDMORE ARMY AIR FIELD, IN THE
 EL0433'CONCRETE FLAG POLE BASE, 128.0 FEET WEST OF THE BASE HEADQUARTERS
 EL0433'BUILDING, 96.0 FEET EAST OF THE BASE CHURCH AND 1.5 FEET SOUTHWEST
 EL0433'OF THE FLAG POLE.  A BRONZE DISK STAMPED B 81 1945 SET IN A
 EL0433'DRILL HOLE IN CONCRETE.
 EL0433
 EL0433                          STATION RECOVERY (1963)
 EL0433
 EL0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0265 ***********************************************************************
 FJ0265  DESIGNATION -  B 9
 FJ0265  PID         -  FJ0265
 FJ0265  STATE/COUNTY-  OK/OKLAHOMA
 FJ0265  COUNTRY     -  US
 FJ0265  USGS QUAD   -  HORSESHOE LAKE (2018)
 FJ0265
 FJ0265                         *CURRENT SURVEY CONTROL
 FJ0265  ______________________________________________________________________
 FJ0265* NAD 83(1986) POSITION- 35 36 32.15   (N) 097 13 36.42   (W)   HD_HELD1
 FJ0265* NAVD 88 ORTHO HEIGHT -   307.883 (meters)     1010.11  (feet) ADJUSTED
 FJ0265  ______________________________________________________________________
 FJ0265  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 FJ0265  DYNAMIC HEIGHT  -        307.594 (meters)     1009.16  (feet) COMP
 FJ0265  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 FJ0265
 FJ0265  VERT ORDER      -  FIRST     CLASS II
 FJ0265
 FJ0265.The horizontal coordinates were determined by differentially corrected
 FJ0265.hand held GPS observations or other comparable positioning techniques
 FJ0265.and have an estimated accuracy of +/- 3 meters.
 FJ0265
 FJ0265.The orthometric height was determined by differential leveling and
 FJ0265.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0265.in August 1994.
 FJ0265
 FJ0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0265.GEOID18 height accuracy estimate available here.
 FJ0265
 FJ0265.Click photographs - Photos may exist for this station.
 FJ0265
 FJ0265.The dynamic height is computed by dividing the NAVD 88
 FJ0265.geopotential number by the normal gravity value computed on the
 FJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0265.degrees latitude (g = 980.6199 gals.).
 FJ0265
 FJ0265.The modeled gravity was interpolated from observed gravity values.
 FJ0265
 FJ0265;                    North         East    Units  Estimated Accuracy
 FJ0265;SPC OK N     -    67,841.7     670,057.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0265
 FJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6060942021(NAD 83)
 FJ0265
 FJ0265                          SUPERSEDED SURVEY CONTROL
 FJ0265
 FJ0265  NAVD 88 (06/15/91)  307.918  (m)         1010.23   (f) SUPERSEDED  1 2
 FJ0265  NGVD 29 (??/??/92)  307.806  (m)         1009.86   (f) ADJ UNCH    1 2
 FJ0265
 FJ0265.Superseded values are not recommended for survey control.
 FJ0265
 FJ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0265.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0265
 FJ0265_MARKER: DB = BENCH MARK DISK
 FJ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0265_STAMPING: B 9 1933
 FJ0265_MARK LOGO: CGS
 FJ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0265+STABILITY: SURFACE MOTION
 FJ0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0265+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2022
 FJ0265
 FJ0265  HISTORY     - Date     Condition        Report By
 FJ0265  HISTORY     - 1933     MONUMENTED       CGS
 FJ0265  HISTORY     - 1934     GOOD             CGS
 FJ0265  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FJ0265  HISTORY     - 20220916 GOOD             OKDOT
 FJ0265
 FJ0265                          STATION DESCRIPTION
 FJ0265
 FJ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0265'4.1 MI SW FROM LUTHER.
 FJ0265'4.1 MILES SW. OF LUTHER ON S.L.-S.F. R.R. AT MP 518/30.
 FJ0265'30 FEET E. OF TRACK AND 40 FEET N. OF CROSS-ROAD.
 FJ0265
 FJ0265                          STATION RECOVERY (1934)
 FJ0265
 FJ0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0265'RECOVERED IN GOOD CONDITION.
 FJ0265
 FJ0265                          STATION RECOVERY (1989)
 FJ0265
 FJ0265'RECOVERY NOTE BY US POWER SQUADRON 1989 (BA)
 FJ0265'MARK NOT FOUND.
 FJ0265
 FJ0265                          STATION RECOVERY (2022)
 FJ0265
 FJ0265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MF)
 FJ0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0473 ***********************************************************************
 EM0473  DESIGNATION -  B 96
 EM0473  PID         -  EM0473
 EM0473  STATE/COUNTY-  OK/HARMON
 EM0473  COUNTRY     -  US
 EM0473  USGS QUAD   -  MADGE (2018)
 EM0473
 EM0473                         *CURRENT SURVEY CONTROL
 EM0473  ______________________________________________________________________
 EM0473* NAD 83(1986) POSITION- 34 54 01.     (N) 099 56 49.     (W)   SCALED
 EM0473* NAVD 88 ORTHO HEIGHT -   592.813 (meters)     1944.92  (feet) POSTED
 EM0473  ______________________________________________________________________
 EM0473  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 EM0473  DYNAMIC HEIGHT  -        592.16  (meters)     1942.8   (feet) COMP
 EM0473  MODELED GRAVITY -    979,516.6   (mgal)                       NAVD 88
 EM0473
 EM0473  VERT ORDER      -  * POSTED, SEE BELOW
 EM0473
 EM0473.The horizontal coordinates were scaled from a map and have
 EM0473.an estimated accuracy of +/- 6 seconds.
 EM0473
 EM0473.The orthometric height was determined by differential leveling
 EM0473.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0473
 EM0473.* This is a POSTED BENCH MARK height.
 EM0473
 EM0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0473.GEOID18 height accuracy estimate available here.
 EM0473
 EM0473.Click photographs - Photos may exist for this station.
 EM0473
 EM0473.The dynamic height is computed by dividing the NAVD 88
 EM0473.geopotential number by the normal gravity value computed on the
 EM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0473.degrees latitude (g = 980.6199 gals.).
 EM0473
 EM0473.The modeled gravity was interpolated from observed gravity values.
 EM0473
 EM0473;                    North         East    Units  Estimated Accuracy
 EM0473;SPC OK S     -   175,530.      422,070.      MT  (+/- 180 meters Scaled)
 EM0473
 EM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD134623(NAD 83)
 EM0473
 EM0473                          SUPERSEDED SURVEY CONTROL
 EM0473
 EM0473  NGVD 29 (??/??/92)  592.535  (m)         1944.01   (f) ADJ UNCH    2 0
 EM0473
 EM0473.Superseded values are not recommended for survey control.
 EM0473
 EM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0473.See file dsdata.pdf to determine how the superseded data were derived.
 EM0473
 EM0473_MARKER: DB = BENCH MARK DISK
 EM0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0473_STAMPING: B 96 1934
 EM0473_MARK LOGO: CGS
 EM0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0473+STABILITY: SURFACE MOTION
 EM0473
 EM0473  HISTORY     - Date     Condition        Report By
 EM0473  HISTORY     - 1934     MONUMENTED       CGS
 EM0473  HISTORY     - 1963     GOOD             CGS
 EM0473  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0473
 EM0473                          STATION DESCRIPTION
 EM0473
 EM0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0473'4.9 MI W FROM VINSON.
 EM0473'4.9 MI. W. OF VINSON ALONG STATE NO. 9. 200 YDS. E. OF HOUSE WITH
 EM0473'ORCHARD IN FRONT, 49 FT. S. CENTERLINE OF HWY., AND 4 FT. E. OF FENCE.
 EM0473'NOTE-- 51.5 FT. S FROM CENTER OF HIGHWAY, 51 FT. W. OF THE 2ND POWER
 EM0473'LINE POLE E. OF DRIVEWAY LEADING TO WINDMILL AND BARN.  IT IS 1.85 MI
 EM0473'W. ON STATE HIGHWAY 9 FROM THE INTERSECTION OF STATE HIGHWAY 30 WHICH
 EM0473'IS 3.2 MI W OF VINSON.
 EM0473
 EM0473                          STATION RECOVERY (1963)
 EM0473
 EM0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0473'RECOVERED IN GOOD CONDITION.
 EM0473
 EM0473                          STATION RECOVERY (2018)
 EM0473
 EM0473'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0473'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0228 ***********************************************************************
 EM0228  DESIGNATION -  B 97
 EM0228  PID         -  EM0228
 EM0228  STATE/COUNTY-  OK/JACKSON
 EM0228  COUNTRY     -  US
 EM0228  USGS QUAD   -  HEADRICK (2018)
 EM0228
 EM0228                         *CURRENT SURVEY CONTROL
 EM0228  ______________________________________________________________________
 EM0228* NAD 83(1986) POSITION- 34 37 51.42   (N) 099 14 46.44   (W)   HD_HELD1
 EM0228* NAVD 88 ORTHO HEIGHT -   403.282 (meters)     1323.10  (feet) ADJUSTED
 EM0228  ______________________________________________________________________
 EM0228  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 EM0228  DYNAMIC HEIGHT  -        402.854 (meters)     1321.70  (feet) COMP
 EM0228  MODELED GRAVITY -    979,562.0   (mgal)                       NAVD 88
 EM0228
 EM0228  VERT ORDER      -  FIRST     CLASS II
 EM0228
 EM0228.The horizontal coordinates were determined by differentially corrected
 EM0228.hand held GPS observations or other comparable positioning techniques
 EM0228.and have an estimated accuracy of +/- 3 meters.
 EM0228
 EM0228.The orthometric height was determined by differential leveling and
 EM0228.adjusted by the NATIONAL GEODETIC SURVEY
 EM0228.in June 1991.
 EM0228
 EM0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0228.GEOID18 height accuracy estimate available here.
 EM0228
 EM0228.Click photographs - Photos may exist for this station.
 EM0228
 EM0228.The dynamic height is computed by dividing the NAVD 88
 EM0228.geopotential number by the normal gravity value computed on the
 EM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0228.degrees latitude (g = 980.6199 gals.).
 EM0228
 EM0228.The modeled gravity was interpolated from observed gravity values.
 EM0228
 EM0228;                    North         East    Units  Estimated Accuracy
 EM0228;SPC OK S     -   144,641.4     485,735.4     MT  (+/- 3 meters HH1 GPS) 
 EM0228
 EM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7743032145(NAD 83)
 EM0228
 EM0228                          SUPERSEDED SURVEY CONTROL
 EM0228
 EM0228  NGVD 29 (??/??/92)  403.107  (m)         1322.53   (f) ADJ UNCH    1 2
 EM0228
 EM0228.Superseded values are not recommended for survey control.
 EM0228
 EM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0228.See file dsdata.pdf to determine how the superseded data were derived.
 EM0228
 EM0228_MARKER: DB = BENCH MARK DISK
 EM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0228_STAMPING: B 97 1934
 EM0228_MARK LOGO: CGS
 EM0228_PROJECTION: RECESSED 30 CENTIMETERS
 EM0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0228+STABILITY: SURFACE MOTION
 EM0228
 EM0228  HISTORY     - Date     Condition        Report By
 EM0228  HISTORY     - 1934     MONUMENTED       CGS
 EM0228  HISTORY     - 1963     GOOD             USGS
 EM0228  HISTORY     - 19960515 GOOD             OKDOT
 EM0228
 EM0228                          STATION DESCRIPTION
 EM0228
 EM0228'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EM0228'5.5 MI SE FROM ALTUS.
 EM0228'ALTUS, 0.5 MILE SOUTH AND 5.0 MILES EAST OF.  T. 2 N., RGS. 19 AND 20
 EM0228'W., NEAR 1/4 COR. BETWEEN SECS. 19 AND 24.  48 FT. NORTH AND 36 FT.
 EM0228'EAST OF INTERSECTION OF ROAD AND R.R.  X-ING.  IN CONC. POST. STANDARD
 EM0228'DISK STAMPED B 97 1934 PAINTED BM 1322.5.
 EM0228
 EM0228                          STATION RECOVERY (1996)
 EM0228
 EM0228'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0228'TO REACH THE STATION FROM THE JUNCTION OF US 62 AND US 283 IN ALTUS,
 EM0228'GO EAST ON US 62 FOR 8.0 KM (4.95 MI) TO A COUNTY ROAD CROSSING. TURN
 EM0228'RIGHT AND GO SOUTH FOR 0.8 KM (0.50 MI) TO THE MARK ON THE LEFT.  IT
 EM0228'IS 13.6 METERS (44.6 FT) NORTH OF THE NORTH RAIL OF THE BURLINGTON
 EM0228'NORTHER RAILROAD, 10.0 METERS (32.8 FT) EAST OF THE CENTERLINE OF THE
 EM0228'N-S COUNTY ROAD, 1.0 METER (3.3 FT) SOUTH OF A E-W FENCE LINE, 0.5
 EM0228'METER (1.6 FT) WEST OF A STEEL WITNESS POST.  THE MARK IS 0.3 METER
 EM0228'(1.0 FT) BELOW GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0333 ***********************************************************************
 EK0333  DESIGNATION -  B 99
 EK0333  PID         -  EK0333
 EK0333  STATE/COUNTY-  OK/MCCURTAIN
 EK0333  COUNTRY     -  US
 EK0333  USGS QUAD   -  BETHEL (2018)
 EK0333
 EK0333                         *CURRENT SURVEY CONTROL
 EK0333  ______________________________________________________________________
 EK0333* NAD 83(1986) POSITION- 34 22 26.     (N) 094 50 12.     (W)   SCALED
 EK0333* NAVD 88 ORTHO HEIGHT -   230.709 (meters)      756.92  (feet) ADJUSTED
 EK0333  ______________________________________________________________________
 EK0333  GEOID HEIGHT    -        -30.614 (meters)                     GEOID18
 EK0333  DYNAMIC HEIGHT  -        230.456 (meters)      756.09  (feet) COMP
 EK0333  MODELED GRAVITY -    979,535.7   (mgal)                       NAVD 88
 EK0333
 EK0333  VERT ORDER      -  SECOND    CLASS 0
 EK0333
 EK0333.The horizontal coordinates were scaled from a map and have
 EK0333.an estimated accuracy of +/- 6 seconds.
 EK0333
 EK0333.The orthometric height was determined by differential leveling and
 EK0333.adjusted by the NATIONAL GEODETIC SURVEY
 EK0333.in June 1991.
 EK0333
 EK0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0333.GEOID18 height accuracy estimate available here.
 EK0333
 EK0333.Click photographs - Photos may exist for this station.
 EK0333
 EK0333.The dynamic height is computed by dividing the NAVD 88
 EK0333.geopotential number by the normal gravity value computed on the
 EK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0333.degrees latitude (g = 980.6199 gals.).
 EK0333
 EK0333.The modeled gravity was interpolated from observed gravity values.
 EK0333
 EK0333;                    North         East    Units  Estimated Accuracy
 EK0333;SPC OK S     -   119,980.      890,890.      MT  (+/- 180 meters Scaled)
 EK0333
 EK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU311051(NAD 83)
 EK0333
 EK0333                          SUPERSEDED SURVEY CONTROL
 EK0333
 EK0333  NGVD 29 (??/??/92)  230.648  (m)          756.72   (f) ADJ UNCH    2 0
 EK0333
 EK0333.Superseded values are not recommended for survey control.
 EK0333
 EK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0333.See file dsdata.pdf to determine how the superseded data were derived.
 EK0333
 EK0333_MARKER: DB = BENCH MARK DISK
 EK0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0333_SP_SET: BRIDGE ABUTMENT
 EK0333_STAMPING: B 99 1960
 EK0333_MARK LOGO: CGS
 EK0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0333
 EK0333  HISTORY     - Date     Condition        Report By
 EK0333  HISTORY     - 1960     MONUMENTED       CGS
 EK0333
 EK0333                          STATION DESCRIPTION
 EK0333
 EK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0333'0.8 MI N FROM BETHEL.
 EK0333'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 EK0333'OFFICE AT BETHEL, IN SECTION 24, R 23 E, T 2 S, SET IN THE TOP
 EK0333'OF THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER
 EK0333'A CREEK, 11 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 EK0333'ABOUT 1 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0978 ***********************************************************************
 FH0978  DESIGNATION -  BACKBONE
 FH0978  PID         -  FH0978
 FH0978  STATE/COUNTY-  OK/LE FLORE
 FH0978  COUNTRY     -  US
 FH0978  USGS QUAD   -  HACKETT (2017)
 FH0978
 FH0978                         *CURRENT SURVEY CONTROL
 FH0978  ______________________________________________________________________
 FH0978* NAD 83(1997) POSITION- 35 12 34.38577(N) 094 29 17.53467(W)   ADJUSTED
 FH0978* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 FH0978  ______________________________________________________________________
 FH0978  GEOID HEIGHT    -        -30.790 (meters)                     GEOID18
 FH0978  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 FH0978  HORZ ORDER      -  SECOND
 FH0978
 FH0978.The horizontal coordinates were established by classical geodetic methods
 FH0978.and adjusted by the National Geodetic Survey in September 1999.
 FH0978
 FH0978.The orthometric height was scaled from a topographic map.
 FH0978
 FH0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0978.GEOID18 height accuracy estimate available here.
 FH0978
 FH0978.Click photographs - Photos may exist for this station.
 FH0978
 FH0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0978
 FH0978. The following values were computed from the NAD 83(1997) position.
 FH0978
 FH0978;                    North         East     Units Scale Factor Converg.
 FH0978;SPC OK S     -   213,684.702   919,700.002   MT  0.99999539   +1 59 36.1
 FH0978;SPC OK S     -   701,063.89  3,017,382.42   sFT  0.99999539   +1 59 36.1
 FH0978;SPC OK S     -   701,063.89  3,017,382.42   sFT  0.99999539   +1 59 36.1
 FH0978;SPC OK N     -    29,033.952   919,723.105   MT  1.00008399   +2 04 20.9
 FH0978;SPC OK N     -    95,255.56  3,017,458.22   sFT  1.00008399   +2 04 20.9
 FH0978;SPC OK S     -   213,684.702   919,700.002   MT  0.99999539   +1 59 36.1
 FH0978;UTM  15      - 3,897,296.383   364,540.886   MT  0.99982614   -0 51 29.5
 FH0978
 FH0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0978!SPC OK S     -   0.99996950  x   0.99999539  =   0.99996489
 FH0978!SPC OK N     -   0.99996950  x   1.00008399  =   1.00005349
 FH0978!SPC OK S     -   0.99996950  x   0.99999539  =   0.99996489
 FH0978!UTM  15      -   0.99996950  x   0.99982614  =   0.99979565
 FH0978
 FH0978:                Primary Azimuth Mark                     Grid Az
 FH0978:SPC OK S     -  BACKBONE AZ MK                           001 18 16.1
 FH0978:SPC OK N     -  BACKBONE AZ MK                           001 13 31.3
 FH0978:SPC OK S     -  BACKBONE AZ MK                           001 18 16.1
 FH0978:UTM  15      -  BACKBONE AZ MK                           004 09 21.7
 FH0978
 FH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6454097296(NAD 83)
 FH0978
 FH0978|---------------------------------------------------------------------|
 FH0978| PID    Reference Object                     Distance      Geod. Az  |
 FH0978|                                                           dddmmss.s |
 FH0978| CI0132 BACKBONE AZ MK                                     0031752.2 |
 FH0978| CI0133 BACKBONE RM 1                         7.635 METERS 04406     |
 FH0978| CI0134 BACKBONE RM 2                        17.723 METERS 11109     |
 FH0978|---------------------------------------------------------------------|
 FH0978
 FH0978                          SUPERSEDED SURVEY CONTROL
 FH0978
 FH0978  NAD 83(1993)-  35 12 34.38586(N)    094 29 17.53184(W) AD(       ) 2
 FH0978  NAD 83(1986)-  35 12 34.38764(N)    094 29 17.52518(W) AD(       ) 2
 FH0978  NAD 27      -  35 12 34.04200(N)    094 29 16.73900(W) AD(       ) 2
 FH0978
 FH0978.Superseded values are not recommended for survey control.
 FH0978
 FH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0978.See file dsdata.pdf to determine how the superseded data were derived.
 FH0978
 FH0978_MARKER: DS = TRIANGULATION STATION DISK
 FH0978_SETTING: 80 = SET IN A BOULDER
 FH0978_STAMPING: BACKBONE 1940
 FH0978_MARK LOGO: CGS
 FH0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0978+STABILITY: SURFACE MOTION
 FH0978
 FH0978  HISTORY     - Date     Condition        Report By
 FH0978  HISTORY     - 1940     MONUMENTED       CGS
 FH0978  HISTORY     - 1947     GOOD             CGS
 FH0978  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FH0978
 FH0978                          STATION DESCRIPTION
 FH0978
 FH0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0978'STATION IS LOCATED IN LEFLORE COUNTY, ABOUT 12 MILES SSW
 FH0978'OF FORT SMITH, 3.0 MILES W OF THE OKLAHOMA-ARKANSAS STATE LINE
 FH0978'AND ABOUT 1/4 MILE E OF A PASS THROUGH BACKBONE RIDGE.
 FH0978'BACKBONE RIDGE IS A PROMINENT TIMBER-COVERED RIDGE RUNNING
 FH0978'E AND W, THE CREST IS VERY ROCKY AND COVERED WITH A GROWTH
 FH0978'OF SMALL OAK TREES.
 FH0978'
 FH0978'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH0978'HOLES IN BOULDERS.
 FH0978'
 FH0978'THERE IS NO UNDERGROUND MARK.
 FH0978'
 FH0978'AZIMUTH MARK IS A STANDARD DISK WITH ARROW POINTING TOWARD
 FH0978'THE STATION SET AT THE CENTER OF THE TOP OF A SQUARE BLOCK
 FH0978'OR POST OF CONCRETE.
 FH0978'
 FH0978'THE DISK IS SET IN A VERTICAL SLAB OF ROCK ABOUT 50 FEET LONG
 FH0978'AND 2 FEET WIDE, THE TOP OF WHICH PROJECTS ABOUT 1-1/2 FEET.
 FH0978'IT IS ON THE N EDGE OF THE CREST OF THE RIDGE, ABOUT 10 FEET
 FH0978'S OF WHERE THE RIDGE SLOPES SHARPLY TO THE N.  IT IS STAMPED,
 FH0978'BACKBONE, 1940.
 FH0978'
 FH0978'REFERENCE MARK NO.1 IS ABOUT 2 METERS LOWER THAN THE STATION,
 FH0978'ON THE N SIDE OF THE RIDGE.  IT IS SET IN A BOULDER ABOUT 2
 FH0978'BY 10 FEET IN SIZE, THE TOP OF WHICH PROJECTS ABOUT 2 FEET.
 FH0978'IT IS STAMPED, BACKBONE NO.1, 1940.  REFERENCE MARK NO.2 IS
 FH0978'ABOUT 1 FOOT LOWER THAN THE STATION, SET IN A VERTICAL SLAB
 FH0978'OF ROCK ABOUT 10 FEET LONG AND 1-1/2 FEET WIDE, THE TOP OF
 FH0978'WHICH IS FLUSH WITH THE GROUND ON THE N SIDE AND PROJECTS 1
 FH0978'FOOT ON THE S SIDE.  IT IS STAMPED, BACKBONE NO.2, 1940.
 FH0978'
 FH0978'THE AZIMUTH MARK IS ABOUT 1.2 MILES N OF THE STATION, 18 FEET
 FH0978'W OF THE CENTER LINE OF A N-S ROAD, AT THE S EDGE OF THE WOODS,
 FH0978'AT THE NE CORNER OF A CULTIVATED FIELD AND 0.1 MILE S OF A NEW
 FH0978'STONE SCHOOLHOUSE.  IT PROJECTS 6 INCHES AND IS STAMPED,
 FH0978'BACKBONE AZI. 1940.  THERE IS A WHITE REFERENCE POST 3 FEET
 FH0978'NE OF THE MARK.
 FH0978'
 FH0978'TO REACH THE STATION FROM FORT SMITH, START AT THE INTERSECTION
 FH0978'OF U.S. HIGHWAYS 64 AND 71.  GO S ON U.S. HIGHWAY 71 FOR 3.5
 FH0978'MILES TO WHERE IT TURNS SE.  KEEP STRAIGHT AHEAD ON STATE
 FH0978'HIGHWAY 45 FOR 4.1 MILES TO A ROAD LEADING W AT SIGN, FORBES
 FH0978'RANCH.  TURN RIGHT (W) FOR 0.8 MILE TO RAILROAD TRACKS.  CROSS
 FH0978'TRACKS THEN TURN S FOR 0.1 MILE.  THENCE RIGHT FOR 0.05 MILE,
 FH0978'THENCE LEFT (S) FOR 1.0 MILE, THENCE RIGHT (W) FOR 2.0 MILES,
 FH0978'THENCE LEFT (S) FOR 2.0 MILES, THENCE RIGHT (W) FOR 0.5 MILE
 FH0978'TO MCKENZIES STORE ON RIGHT.  TURN LEFT (S) FOR 0.4 MILE TO
 FH0978'THE AZIMUTH.  CONTINUE S FOR 1.2 MILES TO THE TOP OF
 FH0978'BACKBONE RIDGE, AND END OF TRUCK TRAVEL.  PACK EASTERLY ALONG
 FH0978'CREST OF RIDGE FOR 0.25 MILE TO STATION.
 FH0978
 FH0978                          STATION RECOVERY (1947)
 FH0978
 FH0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (AMS)
 FH0978'STATION RECOVERED IN GOOD CONDITION.
 FH0978
 FH0978                          STATION RECOVERY (1959)
 FH0978
 FH0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0978'THE STATION MARK IS GONE.  THE DRILL HOLE, IN WHICH THE STATION
 FH0978'MARK WAS SET, WAS FOUND.  THE REFERENCE MARKS AND AZIMUTH MARK
 FH0978'FOUND IN GOOD CONDITION.  BY MEASUREMENTS AND ANGLES FROM THE
 FH0978'REFERENCE MARKS THE STATION COULD PROBABLY BE RESET WITH A
 FH0978'FAIRLY GOOD DEGREE OF ACCURACY.
 FH0978'
 FH0978'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION
 FH0978'FOLLOWS.
 FH0978'
 FH0978'TO REACH FROM FORT SMITH, FROM THE JUNCTION OF U.S. HIGHWAYS
 FH0978'71 AND 271 AT THE SOUTH EDGE OF THE CITY, GO SOUTH ON U.S.
 FH0978'271 FOR 2.3 MILES TO FORKS AND JUNCTION WITH STATE HIGHWAY 45,
 FH0978'TAKE RIGHT FORK ON U.S. 271 FOR 3.75 MILES TO CROSSROADS,
 FH0978'TURN LEFT AND GO SOUTH ON A NEW HIGHWAY FOR 2.2 MILES TO FORKS,
 FH0978'TAKE RIGHT FORK AND CONTINUE ON HIGHWAY FOR 2.7 MILES TO TOP
 FH0978'OF GRADE AT A DEEP CUT AND END OF TRUCK TRAVEL.  PACK EAST
 FH0978'ALONG TOP OF RIDGE FOR ABOUT 0.25 MILE TO STATION SITE.
 FH0978'
 FH0978'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTH OF THE END OF TRUCK
 FH0978'TRAVEL, 0.1 MILE NORTH OF A FORK, ABOUT 0.1 MILE SOUTH OF A
 FH0978'ROCK CHURCH, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT
 FH0978'45 FEET NORTH-NORTHWEST OF A FENCE CORNER, 7 FEET WEST OF EDGE
 FH0978'OF ROAD BANK AND IS WEST AND SLIGHTLY SOUTH ACROSS ROAD FROM
 FH0978'A LARGE OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1031 ***********************************************************************
 FH1031  DESIGNATION -  BADGER
 FH1031  PID         -  FH1031
 FH1031  STATE/COUNTY-  OK/SEQUOYAH
 FH1031  COUNTRY     -  US
 FH1031  USGS QUAD   -  SALLISAW (2019)
 FH1031
 FH1031                         *CURRENT SURVEY CONTROL
 FH1031  ______________________________________________________________________
 FH1031* NAD 83(1993) POSITION- 35 29 02.47629(N) 094 50 32.97607(W)   ADJUSTED
 FH1031* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 FH1031  ______________________________________________________________________
 FH1031  GEOID HEIGHT    -        -29.881 (meters)                     GEOID18
 FH1031  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 FH1031  HORZ ORDER      -  FIRST
 FH1031
 FH1031.The horizontal coordinates were established by classical geodetic methods
 FH1031.and adjusted by the National Geodetic Survey in November 1994.
 FH1031
 FH1031.The orthometric height was scaled from a topographic map.
 FH1031
 FH1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1031.GEOID18 height accuracy estimate available here.
 FH1031
 FH1031.Click photographs - Photos may exist for this station.
 FH1031
 FH1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1031
 FH1031. The following values were computed from the NAD 83(1993) position.
 FH1031
 FH1031;                    North         East     Units Scale Factor Converg.
 FH1031;SPC OK N     -    58,362.977   886,489.463   MT  1.00001603   +1 51 48.2
 FH1031;SPC OK N     -   191,479.20  2,908,424.18   sFT  1.00001603   +1 51 48.2
 FH1031;SPC OK S     -   243,056.615   886,505.603   MT  1.00005916   +1 47 32.1
 FH1031;SPC OK S     -   797,428.24  2,908,477.13   sFT  1.00005916   +1 47 32.1
 FH1031;UTM  15      - 3,928,281.652   332,856.004   MT  0.99994428   -1 04 11.2
 FH1031
 FH1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1031!SPC OK N     -   0.99996120  x   1.00001603  =   0.99997723
 FH1031!SPC OK S     -   0.99996120  x   1.00005916  =   1.00002035
 FH1031!UTM  15      -   0.99996120  x   0.99994428  =   0.99990548
 FH1031
 FH1031:                Primary Azimuth Mark                     Grid Az
 FH1031:SPC OK N     -  BADGER AZ MK                             070 40 05.9
 FH1031:SPC OK S     -  BADGER AZ MK                             070 44 22.0
 FH1031:UTM  15      -  BADGER AZ MK                             073 36 05.3
 FH1031
 FH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3285628281(NAD 83)
 FH1031
 FH1031|---------------------------------------------------------------------|
 FH1031| PID    Reference Object                     Distance      Geod. Az  |
 FH1031|                                                           dddmmss.s |
 FH1031| CU8982 BADGER AZ MK                                       0723154.1 |
 FH1031| FH1029 SALLISAW MUNICIPAL TANK             APPROX. 5.3 KM 1175924.5 |
 FH1031| FH1032 BADGER 2                             12.785 METERS 16810     |
 FH1031| CI0135 BADGER RM 1                          70.488 METERS 23902     |
 FH1031| FH1037 VIAN MUNICIPAL TANK                 APPROX.11.7 KM 2775632.1 |
 FH1031| CI0136 BADGER RM 2                          76.625 METERS 34242     |
 FH1031|---------------------------------------------------------------------|
 FH1031
 FH1031                          SUPERSEDED SURVEY CONTROL
 FH1031
 FH1031  NAD 83(1986)-  35 29 02.48348(N)    094 50 32.96161(W) AD(       ) 1
 FH1031  NAD 27      -  35 29 02.14600(N)    094 50 32.14900(W) AD(       ) 1
 FH1031
 FH1031.Superseded values are not recommended for survey control.
 FH1031
 FH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1031.See file dsdata.pdf to determine how the superseded data were derived.
 FH1031
 FH1031_MARKER: DS = TRIANGULATION STATION DISK
 FH1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1031_STAMPING: BADGER 1940
 FH1031_MARK LOGO: CGS
 FH1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1031+STABILITY: SURFACE MOTION
 FH1031
 FH1031  HISTORY     - Date     Condition        Report By
 FH1031  HISTORY     - 1940     MONUMENTED       CGS
 FH1031  HISTORY     - 1959     GOOD             CGS
 FH1031  HISTORY     - 1967     GOOD             CGS
 FH1031  HISTORY     - 1970     GOOD             OKDH
 FH1031
 FH1031                          STATION DESCRIPTION
 FH1031
 FH1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1031'STATION IS LOCATED IN SEQUOYAH COUNTY, ABOUT 3-1/2 MILES
 FH1031'NW OF SALLISAW.  IT IS ON THE HIGHEST PART OF A LONG E-W RIDGE
 FH1031'LOCALLY KNOWN AS BADGER MOUNTAIN.  THE RIDGE IS MOSTLY TIMBER
 FH1031'COVERED WITH A CLEARED FIELD IN THE CENTER.  THE FIELD IS
 FH1031'ABOUT 0.75 MILE LONG AND FROM 200 TO 300 YARDS WIDE.  THE
 FH1031'STATION IS 0.4 MILE W OF THE E END, AND ABOUT 50 FEET FROM
 FH1031'THE S SIDE.  IT IS ON A SLIGHT RISE IN THE FIELD, AND 10
 FH1031'FEET W OF TWO SMALL TREES, AN OAK AND A HICKORY.
 FH1031'
 FH1031'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS.
 FH1031'
 FH1031'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN
 FH1031'DRILL HOLES IN BOULDERS.
 FH1031'
 FH1031'THE SURFACE MARK PROJECTS 6 INCHES AND IS STAMPED BADGER
 FH1031'1940.  THERE IS A WHITE REFERENCE POST 5 FEET E OF THE STATION.
 FH1031'
 FH1031'REFERENCE MARK NO.1 IS 1-1/2 METERS LOWER THAN THE STATION,
 FH1031'IN A CLEARED FIELD, 50 FEET N OF THE S SIDE.  IT IS 15 FEET
 FH1031'N OF AN E-W ROAD, SET IN A BOULDER ABOUT 3 BY 4 FEET IN SIZE.
 FH1031'IT IS STAMPED BADGER NO.1 1940.  REFERENCE MARK NO.2 IS
 FH1031'ABOUT 1-1/2 METERS LOWER THAN THE STATION, ABOUT 30 FEET
 FH1031'N OF THE N EDGE OF CLEARED FIELD, IN THE TIMBER.  IT IS
 FH1031'SET IN A BOULDER ABOUT 3 BY 4 FEET IN SIZE, AND IS STAMPED
 FH1031'BADGER NO.2 1940.
 FH1031'
 FH1031'THE AZIMUTH MARK IS 0.4 MILE NE OF THE STATION, AT THE E
 FH1031'END OF A CLEARED FIELD.  IT IS SET IN A BOULDER ABOUT 3 BY
 FH1031'6 FEET IN SIZE, THE TOP OF WHICH PROJECTS ABOUT 10 INCHES.
 FH1031'THE DISK IS STAMPED BADGER 1940.  THERE IS A WHITE REFERENCE
 FH1031'POST 6 FEET SW OF THE MARK AND A TRIANGLE BLAZE ON A 10-INCH
 FH1031'WHITE OAK TREE, 4 FEET SE OF THE MARK.
 FH1031'
 FH1031'TO REACH THE AZIMUTH MARK GO E ON DIM TRACK ROAD FOR 0.4
 FH1031'MILE TO E END OF FIELD.
 FH1031'
 FH1031'TO REACH THE STATION FROM SALLISAW GO W ON U.S. HIGHWAY
 FH1031'64 FOR 3.0 MILES TO DIRT ROAD LEADING N.  CROSS RAILROAD
 FH1031'TRACKS AND GO N FOR 1.0 MILE TO HOUSE ON RIGHT.  PASS TO
 FH1031'W OF HOUSE, GO THROUGH GAP IN FENCE, AND FOLLOW VERY ROUGH
 FH1031'ROAD 0.3 MILE TO FORK.  TAKE LEFT FORK FOR 0.1 MILE TO ANOTHER
 FH1031'FORK, TAKE LEFT FORK, UP STEEP GRADE 200 YARDS TO TOP OF
 FH1031'RIDGE AND RUINS OF OLD HOUSE.  CONTINUE ABOUT 200 YARDS
 FH1031'ON TRAIL, E, TO STATION.
 FH1031'
 FH1031'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1031
 FH1031                          STATION RECOVERY (1959)
 FH1031
 FH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1031'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1031'CONDITION.  A NEW ROAD HAD BEEN BUILT TO SUMMIT OF BADGER
 FH1031'MOUNTAIN SO A NEW DESCRIPTION TO REACH FOLLOWS.
 FH1031'
 FH1031'TO REACH FROM SALLISAW, FROM THE RAILROAD STATION, GO WEST
 FH1031'FOR 1.0 MILE TO JUNCTION OF U.S. HIGHWAYS 59 AND 64, CONTINUE
 FH1031'WEST ON U.S. 64 FOR 1.5 MILES TO CROSSROADS, TURN RIGHT
 FH1031'ACROSS RAILROAD AND GO NORTH FOR 1.3 MILES TO A HOUSE ON
 FH1031'RIGHT, CONTINUE STRAIGHT AHEAD THEN GO NORTH AND NORTHWEST
 FH1031'UP STEEP HILL FOR 0.4 MILE TO DIM FORKS AT TOP OF MOUNTAIN,
 FH1031'TAKE LEFT FORK AND GO WEST FOR 0.1 MILE TO A SMALL POND
 FH1031'ON THE RIGHT, CONTINUE ON DIM ROAD ALONG SOUTH EDGE OF FIELD
 FH1031'FOR 0.2 MILE TO STATION ON RIGHT TO WEST OF A TREE.
 FH1031'
 FH1031'THE AZIMUTH MARK IS REACHED FROM POINT WHERE ROAD REACHES
 FH1031'OPEN FIELD AT TOP OF MOUNTAIN BY GOING NORTHEAST FOR 0.15
 FH1031'MILE TO MARK.  IT IS IN THE EDGE OF THE WOODS ABOUT 0.1
 FH1031'MILE EAST OF A LARGE POND AND 4 FEET NORTHWEST OF A TRIANGLE
 FH1031'BLAZED TREE.
 FH1031
 FH1031                          STATION RECOVERY (1967)
 FH1031
 FH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FH1031'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO THE
 FH1031'CONSTRUCTION OF AN AIRSTRIP BADGER 2 WAS ESTABLISHED 12.785 METERS
 FH1031'SOUTH.
 FH1031'
 FH1031'AFTER BADGER 2 WAS ESTABLISHED THE SURFACE MARK WAS DESTROYED AND THE
 FH1031'SUBSURFACE MARK WAS LEFT INTACT AND IT SHOULD NOT BE DISTURBED BY
 FH1031'THE CONSTRUCTION.
 FH1031'
 FH1031'FOR DETAILS OF THE NEW STATION SEE DESCRIPTION FOR BADGER 2 1967.
 FH1031
 FH1031                          STATION RECOVERY (1970)
 FH1031
 FH1031'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (HGU)
 FH1031'BADGER 1940 RECOVERED IN GOOD CONDITION.
 FH1031'
 FH1031'AFTER REACHING DIM FORK IN ROAD AFTER REACHING TOP OF MOUNTAIN, TAKE
 FH1031'LEFT FORK ALONG SOUTH SIDE OF AIR FIELD 0.3 MILES TO STATION.
 FH1031'STATION SURFACE MARKER IS APPROX 1.0 FEET UNDERGROUND AND IS ON
 FH1031'AIRFIELD.  R. M. 1 HAS STONES PILED AROUND BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1032 ***********************************************************************
 FH1032  DESIGNATION -  BADGER 2
 FH1032  PID         -  FH1032
 FH1032  STATE/COUNTY-  OK/SEQUOYAH
 FH1032  COUNTRY     -  US
 FH1032  USGS QUAD   -  SALLISAW (2019)
 FH1032
 FH1032                         *CURRENT SURVEY CONTROL
 FH1032  ______________________________________________________________________
 FH1032* NAD 83(1993) POSITION- 35 29 02.07027(N) 094 50 32.87204(W)   NO CHECK
 FH1032* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 FH1032  ______________________________________________________________________
 FH1032  GEOID HEIGHT    -        -29.882 (meters)                     GEOID18
 FH1032  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 FH1032  HORZ ORDER      -  SECOND
 FH1032
 FH1032.The horizontal coordinates were established by classical geodetic methods
 FH1032.and adjusted by the National Geodetic Survey in November 1994.
 FH1032
 FH1032.No horizontal observational check was made to the station.
 FH1032
 FH1032.The orthometric height was scaled from a topographic map.
 FH1032
 FH1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1032.GEOID18 height accuracy estimate available here.
 FH1032
 FH1032.Click photographs - Photos may exist for this station.
 FH1032
 FH1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1032
 FH1032. The following values were computed from the NAD 83(1993) position.
 FH1032
 FH1032;                    North         East     Units Scale Factor Converg.
 FH1032;SPC OK N     -    58,350.555   886,492.491   MT  1.00001605   +1 51 48.3
 FH1032;SPC OK N     -   191,438.45  2,908,434.11   sFT  1.00001605   +1 51 48.3
 FH1032;SPC OK S     -   243,044.189   886,508.616   MT  1.00005913   +1 47 32.2
 FH1032;SPC OK S     -   797,387.48  2,908,487.02   sFT  1.00005913   +1 47 32.2
 FH1032;UTM  15      - 3,928,269.092   332,858.392   MT  0.99994427   -1 04 11.1
 FH1032
 FH1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1032!SPC OK N     -   0.99996120  x   1.00001605  =   0.99997725
 FH1032!SPC OK S     -   0.99996120  x   1.00005913  =   1.00002032
 FH1032!UTM  15      -   0.99996120  x   0.99994427  =   0.99990547
 FH1032
 FH1032:                Primary Azimuth Mark                     Grid Az
 FH1032:SPC OK N     -  BADGER AZ MK                             069 23 49.5
 FH1032:SPC OK S     -  BADGER AZ MK                             069 28 05.6
 FH1032:UTM  15      -  BADGER AZ MK                             072 19 48.9
 FH1032
 FH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3285828269(NAD 83)
 FH1032
 FH1032|---------------------------------------------------------------------|
 FH1032| PID    Reference Object                     Distance      Geod. Az  |
 FH1032|                                                           dddmmss.s |
 FH1032| CU8982 BADGER AZ MK                                       0711537.8 |
 FH1032| CI0137 BADGER 2 RM 3                        17.661 METERS 13937     |
 FH1032| CI0135 BADGER RM 1                          67.367 METERS 24921     |
 FH1032| CI0136 BADGER RM 2                          89.246 METERS 34329     |
 FH1032| FH1031 BADGER                               12.785 METERS 34810     |
 FH1032|---------------------------------------------------------------------|
 FH1032
 FH1032                          SUPERSEDED SURVEY CONTROL
 FH1032
 FH1032  NAD 83(1986)-  35 29 02.07746(N)    094 50 32.85757(W) AD(       ) 2
 FH1032  NAD 27      -  35 29 01.73997(N)    094 50 32.04496(W) AD(       ) 2
 FH1032
 FH1032.Superseded values are not recommended for survey control.
 FH1032
 FH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1032.See file dsdata.pdf to determine how the superseded data were derived.
 FH1032
 FH1032_MARKER: DS = TRIANGULATION STATION DISK
 FH1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1032_STAMPING: BADGER 2 1967
 FH1032_MARK LOGO: CGS
 FH1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1032+STABILITY: SURFACE MOTION
 FH1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1032+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2009
 FH1032
 FH1032  HISTORY     - Date     Condition        Report By
 FH1032  HISTORY     - 1967     MONUMENTED       CGS
 FH1032  HISTORY     - 20090119 GOOD             AIRDAT
 FH1032
 FH1032                          STATION DESCRIPTION
 FH1032
 FH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FH1032'THE STATION IS LOCATED ON BADGER MOUNTAIN, ABOUT 3-1/2 MILES
 FH1032'NORTHWEST OF SALLISAW, 2 MILES NORTH OF U.S. HIGHWAY 64 AND ON LAND
 FH1032'OWNED BY MR. R.E. GUSTAFSON.  MR. GUSTAFSON IS PLANNING ON
 FH1032'BUILDING AN AIRSTRIP ON THE MOUNTAIN AND THE STATION IS ON THE
 FH1032'SOUTHSIDE CENTER OF THE PROPOSED AIRSTRIP.
 FH1032'
 FH1032'TO REACH FROM THE RAILROAD STATION IN SALLISAW, GO WEST ON U.S.
 FH1032'HIGHWAYS 59 AND 64 FOR 1.0 MILE TO THE JUNCTION OF THE HIGHWAYS.
 FH1032'CONTINUE WEST ON U.S. HIGHWAY 64 FOR 1.5 MILES TO A CROSS
 FH1032'ROAD.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 1.3 MILES TO A
 FH1032'HOUSE ON THE RIGHT.  CONTINUE AHEAD, NORTH AND NORTHWEST ON
 FH1032'GRADED ROAD UP STEEP HILL FOR 0.4 MILE TO THE TOP OF MOUNTAIN AND
 FH1032'CLEARED FIELD.  (TO REACH THE AZIMUTH MARK TURN RIGHT AND GO
 FH1032'NORTHEAST ACROSS FIELD FOR 0.15 MILE TO THE AZIMUTH MARK AT
 FH1032'THE EAST END OF THE CLEARED FIELD), TURN LEFT AND GO WEST
 FH1032'ALONG THE SOUTH SIDE OF THE CLEARED FIELD FOR 0.3 MILE TO THE
 FH1032'STATION ON THE LEFT.
 FH1032'
 FH1032'STATION MARK IS A STANDARD DISK, STAMPED BADGER 2 1967, SET IN THE
 FH1032'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 12 FEET
 FH1032'SOUTH OF THE CENTER OF A FIELD ROAD, 1.5 FEET WEST OF A METAL
 FH1032'WITNESS POST AND ON THE SOUTH SIDE OF AND ABOUT THE CENTER OF A
 FH1032'CLEARED AREA WHICH IS TO BE GRADED DOWN AND MADE INTO AN
 FH1032'AIRSTRIP.
 FH1032'
 FH1032'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BADGER NO 1 1940,
 FH1032'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A 2 BY 3 FOOT
 FH1032'BOULDER PROJECTING 4 INCHES.  IT IS 42 FEET SOUTH OF THE CENTER
 FH1032'OF THE FIELD ROAD, ABOUT 4 FEET LOWER THAN THE STATION AND ON THE
 FH1032'SOUTH SIDE OF THE CLEARED FIELD.
 FH1032'
 FH1032'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BADGER NO 2 1940,
 FH1032'CEMENTED IN A DRILL HOLE IN A 3 BY 6 FOOT BOULDER PROJECTING 2
 FH1032'FEET.  IT IS 35 FEET NORTH OF THE NORTH EDGE OF THE CLEARED FIELD
 FH1032'AND ABOUT 5 FEET LOWER THAN THE STATION.
 FH1032'
 FH1032'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BADGER 2 NO 3 1967,
 FH1032'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER PROJECTING 2
 FH1032'INCHES.  IT IS 55 FEET SOUTH OF THE CENTER OF THE FIELD ROAD
 FH1032'AND ABOUT 2 FEET LOWER THAN THE STATION.
 FH1032'
 FH1032'AZIMUTH MARK IS A STANDARD DISK, STAMPED BADGER 1940, CEMENTED IN A
 FH1032'DRILL HOLE IN A 3 BY 6 FOOT BOULDER PROJECTING 1 FOOT.  IT IS
 FH1032'ABOUT 0.1 MILE EAST OF A POND, 3 FEET SOUTH OF A METAL WITNESS
 FH1032'POST AND IN THE EAST END OF THE CLEARED FIELD.
 FH1032'
 FH1032'BADGER 1940 TO BADGER 2 1967 = - 2.198 FEET.
 FH1032'BADGER 1940 TO BADGER RM 3 = - 3.542 FEET.
 FH1032
 FH1032                          STATION RECOVERY (2009)
 FH1032
 FH1032'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FH1032'AIRSTRIP IS NO LONGER EXISTENT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0710 ***********************************************************************
 EM0710  DESIGNATION -  BAILER
 EM0710  PID         -  EM0710
 EM0710  STATE/COUNTY-  OK/COTTON
 EM0710  COUNTRY     -  US
 EM0710  USGS QUAD   -  TAYLOR (2019)
 EM0710
 EM0710                         *CURRENT SURVEY CONTROL
 EM0710  ______________________________________________________________________
 EM0710* NAD 83(1993) POSITION- 34 09 11.51662(N) 098 19 33.25048(W)   ADJUSTED
 EM0710* NAVD 88 ORTHO HEIGHT -   313.7   (meters)     1029.    (feet) VERTCON3
 EM0710  ______________________________________________________________________
 EM0710  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 EM0710  LAPLACE CORR    -          4.81  (seconds)                    DEFLEC18
 EM0710  HORZ ORDER      -  SECOND
 EM0710
 EM0710.The horizontal coordinates were established by classical geodetic methods
 EM0710.and adjusted by the National Geodetic Survey in November 1994.
 EM0710
 EM0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0710
 EM0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0710.GEOID18 height accuracy estimate available here.
 EM0710
 EM0710.Click photographs - Photos may exist for this station.
 EM0710
 EM0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0710
 EM0710. The following values were computed from the NAD 83(1993) position.
 EM0710
 EM0710;                    North         East     Units Scale Factor Converg.
 EM0710;SPC OK S     -    90,990.846   569,946.820   MT  0.99996406   -0 11 06.0
 EM0710;SPC OK S     -   298,525.80  1,869,900.53   sFT  0.99996406   -0 11 06.0
 EM0710;SPC TXNC     - 2,275,764.245   616,055.905   MT  1.00005737   +0 05 41.8
 EM0710;SPC TXNC     - 7,466,403.19  2,021,176.75   sFT  1.00005737   +0 05 41.8
 EM0710;UTM  14      - 3,779,347.823   562,139.963   MT  0.99964760   +0 22 42.4
 EM0710
 EM0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0710!SPC OK S     -   0.99995490  x   0.99996406  =   0.99991896
 EM0710!SPC TXNC     -   0.99995490  x   1.00005737  =   1.00001227
 EM0710!UTM  14      -   0.99995490  x   0.99964760  =   0.99960252
 EM0710
 EM0710:                Primary Azimuth Mark                     Grid Az
 EM0710:SPC OK S     -  BAILER RM                                295 59 22.7
 EM0710:SPC TXNC     -  BAILER RM                                295 42 34.9
 EM0710:UTM  14      -  BAILER RM                                295 25 34.3
 EM0710
 EM0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6213979347(NAD 83)
 EM0710
 EM0710|---------------------------------------------------------------------|
 EM0710| PID    Reference Object                     Distance      Geod. Az  |
 EM0710|                                                           dddmmss.s |
 EM0710| EM0717 WALTERS MUNICIPAL TANK              APPROX.22.6 KM 0030532.5 |
 EM0710| EM0697 TEMPLE MUNICIPAL TANK               APPROX.15.6 KM 0304221.9 |
 EM0710| CX7529 BAILER RM                           APPROX. 0.5 KM 2954816.7 |
 EM0710|---------------------------------------------------------------------|
 EM0710
 EM0710                          SUPERSEDED SURVEY CONTROL
 EM0710
 EM0710  NAD 83(1986)-  34 09 11.52013(N)    098 19 33.23712(W) AD(       ) 2
 EM0710  NAD 27      -  34 09 11.18500(N)    098 19 32.06400(W) AD(       ) 2
 EM0710  USSD        -  34 09 11.13600(N)    098 19 32.48100(W) AD(       ) 3
 EM0710  NGVD 29 (07/19/86)  313.6    (m)         1029.     (f) VERT ANG       
 EM0710
 EM0710.Superseded values are not recommended for survey control.
 EM0710
 EM0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0710.See file dsdata.pdf to determine how the superseded data were derived.
 EM0710
 EM0710_MARKER: DS = TRIANGULATION STATION DISK
 EM0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0710_STAMPING: BAILER 1923
 EM0710_MARK LOGO: CGS
 EM0710_PROJECTION: RECESSED 5 CENTIMETERS
 EM0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0710+STABILITY: SURFACE MOTION
 EM0710
 EM0710  HISTORY     - Date     Condition        Report By
 EM0710  HISTORY     - 1923     MONUMENTED       CGS
 EM0710  HISTORY     - 1934     GOOD             CGS
 EM0710  HISTORY     - 1937     GOOD             TXHD
 EM0710  HISTORY     - 1937     GOOD             OKDH
 EM0710  HISTORY     - 1955     GOOD             USGS
 EM0710  HISTORY     - 1963     GOOD             CGS
 EM0710
 EM0710                          STATION DESCRIPTION
 EM0710
 EM0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0710'STATION IS ABOUT 8 MILES E AND 1-1/2 MILES S OF RANDLETT,
 EM0710'7 MILES S AND 5 MILES W OF TEMPLE, 1-1/2 MILES S AND 1/2 MILE
 EM0710'E OF TAYLOR.  BLACKSMITH SHOP AND STORE AT CROSSROADS.  IN
 EM0710'SW 1/4 SEC. 2, T 5 S, R 11 W, ON THE N BLUFF OF THE RED RIVER,
 EM0710'ON EXCESS LAND ABOUT 2.5 METERS (8 FEET) S OF FENCE AT S SIDE
 EM0710'OF PROPERTY BELONGING TO J.A. BAILEY, AND 1/2 MILE SE OF HIS
 EM0710'HOUSE.
 EM0710'
 EM0710'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0710'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0710'
 EM0710'REFERENCE MARK IS IN CORNER OF FENCE NEAR BAILEYS HOUSE,
 EM0710'515.23 METERS (1,690.4 FEET) FROM STATION, N 64 DEG 11 MIN 44 SEC W.
 EM0710'
 EM0710'ELEVATION OF STATION, 313.6 METERS (1,029 FEET).
 EM0710
 EM0710                          STATION RECOVERY (1934)
 EM0710
 EM0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0710'STATION FOUND IN GOOD CONDITION.  ABOUT 3 YARDS S OF FIELD AND
 EM0710'PASTURE FENCE, IN PASTURE, CICERO HOOPER OWNING THE LAND JUST
 EM0710'TO N.
 EM0710'
 EM0710'REFERENCE MARK FOUND IN GOOD CONDITION.  ABOUT 265 YARDS S
 EM0710'OF RESIDENCE OF C.L. BOWERS, ABOUT 19 YARDS N OF SW CORNER
 EM0710'OF FIELD IN FENCE LINE WHICH WOULD BE E FENCE LINE OF SECTION
 EM0710'LINE ROAD IF OPEN TO TRAFFICE.
 EM0710
 EM0710                          STATION RECOVERY (1937)
 EM0710
 EM0710'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0710'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EM0710'REACHED BY GOING S 1 MILE ON COUNTY ROAD FROM TAYLOR SETTLEMENT
 EM0710'AT CROSSROADS.  THEN E ABOUT 1/2 MILE TO FIELD ROAD THROUGH
 EM0710'FIELD, JUST E OF FARMHOUSE AND SMALL ORCHARD.  THEN S ABOUT
 EM0710'1/4 MILE.  THEN W THROUGH DOUBLE GATE FOLLOWING FENCE LINE,
 EM0710'WHICH IS ON OKLAHOMA BLUFF AND RED RIVER, W AND S 0.15 MILE
 EM0710'TO TENANT HOUSE.  FROM HERE THE STATION LIES 0.15 MILE SW
 EM0710'ACROSS CULTIVATED FIELD TO A HIGH POINT ON BLUFF JUST S OF
 EM0710'FENCE ABOUT 3 PACES ON WASTE LAND.
 EM0710'
 EM0710'STATION IS ABOUT 2 INCHES LOWER THAN GENERAL GROUND LEVEL AND IS
 EM0710'BARELY SHOWING AT PRESENT.  NO ATTEMPT MADE TO LOCATE REFERENCE
 EM0710'MARK.
 EM0710
 EM0710                          STATION RECOVERY (1937)
 EM0710
 EM0710'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM0710'STATION IS 0.20 MILE W AND 2060 FEET S OF NE CORNER OF NW
 EM0710'1/4 SEC. 2, T 5 S, R 11 W.
 EM0710
 EM0710                          STATION RECOVERY (1955)
 EM0710
 EM0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EM0710'STATION RECOVERED ON MAY 4, 1955.  ORIGINAL DESCRIPTION ADEQUATE
 EM0710'WITH EXCEPTION TO LOCAL FENCE LINE NEAR STATION.  THE TOP IS
 EM0710'SMALL AND IMMEDIATELY RECOGNIZED, THE FENCE LINE CHANGES ARE AS
 EM0710'FOLLOWS--STATION IS 41 FEET EAST AND 5.3 FEET SOUTH FROM
 EM0710'ANGLE IN FENCE LINE, 6 FEET EAST FROM EAST EDGE OF LARGE
 EM0710'SOAP WEED.  STATION IS ABOUT FOUR INCHES BELOW AVERAGE GROUND
 EM0710'LEVEL.
 EM0710
 EM0710                          STATION RECOVERY (1963)
 EM0710
 EM0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0710'STATION RECOVERED AND FOUND IN GOOD CONDITION, NO ATTEMPT
 EM0710'MADE TO RECOVER REFERENCE MARK.  STATION IS 42.0 FEET EAST
 EM0710'FROM A RAILROAD CROSS TIE USED AS A FENCE POST AT ANGLE
 EM0710'IN FENCE LINE AND 5.0 FEET SOUTH OF THE FENCE LINE.  MARK IS
 EM0710'10 INCHES BELOW GROUND SURFACE.
 EM0710'
 EM0710'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 65 AND U.S. HIGHWAY
 EM0710'70 ABOUT 8 MILES SOUTH OF TEMPLE, GO WESTERLY ON U.S. HIGHWAY
 EM0710'70 FOR 4.1 MILE TO CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.9
 EM0710'MILE TO CROSSROAD, TURN RIGHT AND GO WEST FOR 0.55 MILE TO A
 EM0710'FARM HOUSE ON THE LEFT, TURN LEFT AND FOLLOW FIELD ROAD THAT
 EM0710'BEGINS WEST OF HOUSE SOUTHERLY ALONG FENCE LINE FOR 0.3 MILE
 EM0710'TO A GATE, TURN RIGHT AND GO WEST, SOUTHWEST AND WEST ALONG
 EM0710'FENCE LINE FOR 0.45 MILE TO HIGHEST POINT AND STATION AS
 EM0710'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0860 ***********************************************************************
 EM0860  DESIGNATION -  BAKER
 EM0860  PID         -  EM0860
 EM0860  STATE/COUNTY-  OK/COMANCHE
 EM0860  COUNTRY     -  US
 EM0860  USGS QUAD   -  COOPERTON (2018)
 EM0860
 EM0860                         *CURRENT SURVEY CONTROL
 EM0860  ______________________________________________________________________
 EM0860* NAD 83(1993) POSITION- 34 48 52.42551(N) 098 48 09.97358(W)   ADJUSTED
 EM0860* NAVD 88 ORTHO HEIGHT -   739.2   (meters)     2425.    (feet) VERTCON3
 EM0860  ______________________________________________________________________
 EM0860  GEOID HEIGHT    -        -25.289 (meters)                     GEOID18
 EM0860  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 EM0860  HORZ ORDER      -  FIRST
 EM0860
 EM0860.The horizontal coordinates were established by classical geodetic methods
 EM0860.and adjusted by the National Geodetic Survey in November 1994.
 EM0860
 EM0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0860
 EM0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0860.GEOID18 height accuracy estimate available here.
 EM0860
 EM0860.Click photographs - Photos may exist for this station.
 EM0860
 EM0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0860
 EM0860. The following values were computed from the NAD 83(1993) position.
 EM0860
 EM0860;                    North         East     Units Scale Factor Converg.
 EM0860;SPC OK S     -   164,596.022   526,556.500   MT  0.99994400   -0 27 20.4
 EM0860;SPC OK S     -   540,012.12  1,727,544.12   sFT  0.99994400   -0 27 20.4
 EM0860;UTM  14      - 3,852,496.806   518,038.044   MT  0.99960401   +0 06 45.4
 EM0860
 EM0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0860!SPC OK S     -   0.99988795  x   0.99994400  =   0.99983196
 EM0860!UTM  14      -   0.99988795  x   0.99960401  =   0.99949201
 EM0860
 EM0860:                Primary Azimuth Mark                     Grid Az
 EM0860:SPC OK S     -  BAKER AZ MK                              293 26 34.6
 EM0860:UTM  14      -  BAKER AZ MK                              292 52 28.8
 EM0860
 EM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1803852496(NAD 83)
 EM0860
 EM0860|---------------------------------------------------------------------|
 EM0860| PID    Reference Object                     Distance      Geod. Az  |
 EM0860|                                                           dddmmss.s |
 EM0860| CX7540 BAKER RM 2                            3.952 METERS 01847     |
 EM0860| CX7539 BAKER RM 1                            4.888 METERS 16416     |
 EM0860| CX7538 BAKER AZ MK                                        2925914.2 |
 EM0860| EM0858 COOPERTON COTTON GIN CO STACK       APPROX. 8.1 KM 3140901.4 |
 EM0860|---------------------------------------------------------------------|
 EM0860
 EM0860                          SUPERSEDED SURVEY CONTROL
 EM0860
 EM0860  NAD 83(1986)-  34 48 52.43456(N)    098 48 09.96160(W) AD(       ) 1
 EM0860  NAD 27      -  34 48 52.21300(N)    098 48 08.70500(W) AD(       ) 1
 EM0860  NGVD 29 (07/19/86)  739.0    (m)         2425.     (f) VERT ANG       
 EM0860
 EM0860.Superseded values are not recommended for survey control.
 EM0860
 EM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0860.See file dsdata.pdf to determine how the superseded data were derived.
 EM0860
 EM0860_MARKER: DS = TRIANGULATION STATION DISK
 EM0860_SETTING: 80 = SET IN A BOULDER
 EM0860_STAMPING: BAKER 1935
 EM0860_MARK LOGO: CGS
 EM0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0860+STABILITY: SURFACE MOTION
 EM0860
 EM0860  HISTORY     - Date     Condition        Report By
 EM0860  HISTORY     - 1935     MONUMENTED       CGS
 EM0860  HISTORY     - 1947     GOOD             CGS
 EM0860  HISTORY     - 1963     GOOD             CGS
 EM0860
 EM0860                          STATION DESCRIPTION
 EM0860
 EM0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0860'STATION IS ON TOP OF A VERY SHARP AND ROCKY PEAK KNOWN AS
 EM0860'BAKERS PEAK.  AT THE W EDGE OF THE WICHITA NATIONAL FOREST.
 EM0860'AND IF SECTIONS WERE CONTINUED OVER INTO THE AREA, IT WOULD
 EM0860'BE NEAR THE CENTER OF THE SW 1/4 SEC. 17, T 4 N, R 15 W.
 EM0860'1 MILE ESE OF HALEYS HOUSE.  12 MILES E AND 2.5 MILES S OF
 EM0860'ROOSEVELT.
 EM0860'
 EM0860'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK WEDGED
 EM0860'IN DRILL HOLES IN BOULDERS.
 EM0860'
 EM0860'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 EM0860'DESCRIBED.
 EM0860'
 EM0860'REFERENCE MARK NO. 1 IS S OF STATION, IN A LARGE BOULDER.
 EM0860'
 EM0860'REFERENCE MARK NO. 2 IS NNE OF STATION, IN A BOULDER.
 EM0860'
 EM0860'AZIMUTH MARK IS WNW OF STATION, AT THE GATE TO DRIVEWAY
 EM0860'LEADING TO DAN HALEYS YARD.  MARK IS IN FENCE LINE ON THE N
 EM0860'SIDE OF DRIVEWAY AND 50 FEET E OF CENTER LINE OF ROAD.  MARK
 EM0860'PROJECTS 8 INCHES ABOVE GROUND.
 EM0860'
 EM0860'STATION IS REACHED FROM THE HIGH SCHOOL, IN ROOSEVELT, BY
 EM0860'GOING N ON MAIN STREET 0.3 MILE.  TURN RIGHT AT CROSSROADS AND
 EM0860'GO 9.15 MILES E ON MAIN DIRT ROAD.  FOLLOWING MAIN ROAD TURN
 EM0860'RIGHT AND GO 3.0 MILE S.  TURN LEFT AT DIRT CROSSROADS JUST
 EM0860'AFTER CROSSING CONCRETE CULVERT AND GO 2.0 MILES E.  TURN LEFT AT
 EM0860'T-ROAD AND GO 0.7 MILE N.  TURN RIGHT THRU GATE AND GO 0.25
 EM0860'MILE E TO DAN HALEYS YARD.  PASS THRU GATE AT E END OF YARD
 EM0860'AND TURN RIGHT ONTO FIELD ROAD LEADING S.  GO 0.55 MILE AND
 EM0860'KEEP TO LEFT FORK.  PROCEED 0.25 MILE AND TAKE LEFT FORK.  GO
 EM0860'0.2 MILE FARTHER TO END OF TRUCK.  TO REACH SUMMIT OF PEAK
 EM0860'HEAD UP LEFT HAND DRAW, ON THE S SIDE OF WHICH STATION IS
 EM0860'LOCATED.
 EM0860'
 EM0860'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EM0860
 EM0860                          STATION RECOVERY (1947)
 EM0860
 EM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0860'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EM0860'CONDITION.
 EM0860'
 EM0860'THE STATION IS LOCATED ABOUT 13-1/2 MILES EAST-SOUTHEAST OF
 EM0860'ROOSEVELT, AT THE WEST EDGE OF THE WICHITA NATIONAL FOREST
 EM0860'AND ON TOP OF A VERY SHARP, ROCKY POINT KNOWN AS BAKERS PEAK.
 EM0860'IT IS SITUATED NEAR THE CENTER OF TOP OF THE PEAK AND THE DISK IS
 EM0860'STAMPED BAKER 1935.
 EM0860'
 EM0860'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND THE DISK IS
 EM0860'STAMPED BAKER NO 1 1935.
 EM0860'
 EM0860'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION AND
 EM0860'THE DISK IS STAMPED BAKER NO 2 1935.
 EM0860'
 EM0860'THE AZIMUTH MARK IS LOCATED WEST-NORTHWEST OF THE STATION,
 EM0860'SET IN FENCE LINE, 50 FEET EAST OF THE CENTER OF DIRT ROAD
 EM0860'AND 0.05 MILE NORTH OF THE CATTLE GUARD AND THE LANE LEADING
 EM0860'TO A FARM HOUSE.  THE DISK IS STAMPED BAKER 1935 AND PROJECTS
 EM0860'8 INCHES.
 EM0860'
 EM0860'TO REACH THE STATION FROM THE MAIN INTERSECTION IN INDIAHOMA,
 EM0860'GO WEST ON U.S. HIGHWAY 62 FOR 6.5 MILES TO THE JUNCTION OF STATE
 EM0860'HIGHWAY 54, TURN RIGHT AND GO NORTH ON HIGHWAY 54 FOR 8.2
 EM0860'MILES TO CROSSROADS AT THE RICHLAND SCHOOL ON THE RIGHT, CONTINUE
 EM0860'NORTH ON THE HIGHWAY FOR 4.1 MILE TO CROSSROADS, TURN RIGHT
 EM0860'AND GO EAST FOR 2.0 MILES TO CROSSROADS, TURN LEFT AND GO 1.65
 EM0860'MILES TO A CATTLE GUARD ON THE RIGHT AND THE AZIMUTH MARK JUST
 EM0860'NORTH, TURN RIGHT ACROSS THE GUARD AND GO 0.3 MILE TO MR. JOHN
 EM0860'HALEYS FARM HOUSE, BEAR RIGHT PASSING THROUGH A WIRE GATE AND
 EM0860'GO EAST AND SOUTH ON A TRACK ROAD FOR 0.8 MILE TO A DIM FORK
 EM0860'JUST AFTER PASSING A SMALL TREE ON THE RIGHT WITH A TRIANGLE
 EM0860'BLAZE, TAKE LEFT FORK AND FOLLOW DIM TRACK ROAD FOR 0.2
 EM0860'MILE TO THE SOUTHEAST BASE OF THE FIRST PEAK AND THE END OF
 EM0860'TRUCK TRAVEL NEAR AN 8 INCH TREE WITH TRIANGLE BLAZE.
 EM0860'THENCE PACK NORTHEAST UP LEFT HAND CANYON, PAST A LARGE
 EM0860'PILE OF ROCKS ON THE WEST SLOPE OF RIDGE, TO A WIDE
 EM0860'SADDLE, TURN RIGHT AND PACK EAST TO THE SUMMIT OF THE
 EM0860'ROCKY PEAK AND THE STATION.  A 45 MINUTE PACK.
 EM0860'
 EM0860'FOUR FOOT SIGNALS AT ALDEN 1921, CLANCY USGS, MT SCOTT, WICHITA,
 EM0860'AND GLEN USGS AND A 74 FOOT SIGNAL AT HOMA AND AN 8 FOOT
 EM0860'SIGNAL AT SNYDER 1935 ARE VISIBLE AT 4 FEET.
 EM0860
 EM0860                          STATION RECOVERY (1963)
 EM0860
 EM0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0860'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0860'CONDITION.  THE STATION IS ABOUT 3-1/2 MILES SOUTH AND 4 MILES
 EM0860'EAST OF THE VILLAGE OF COOPERTON, IN THE SOUTH CENTER OF SEC. 17,
 EM0860'T 4 N, R 15 W.  IT IS ON THE HIGHEST POINT OF BAKER PEAK WHICH
 EM0860'IS THE HIGHEST POINT IN THE NORTHWEST CORNER OF THE WICHITA
 EM0860'MOUNTAINS WILD LIFE REFUGE.
 EM0860'
 EM0860'THE ROUTE TO REACH THE STATION WAS NOT CHECKED IN THE ORIGINAL
 EM0860'DESCRIPTION.  IT IS BELIEVED TO BE ADEQUATE.
 EM0860'
 EM0860'THE ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE FOR RECOVERY
 EM0860'OF THE MARKS.
 EM0860'
 EM0860'THE AZIMUTH MARK IS 0.05 MILE NORTH OF A CATTLE-GUARD, 55.5
 EM0860'FEET EAST OF THE CENTER OF THE ROAD, 24.5 FEET EAST OF GATE
 EM0860'POST AND T-FENCE INTERSECTION AND 1.0 FOOT SOUTH OF FENCE
 EM0860'LINE.  A STANDARD DISK STAMPED BAKER 1935 AND SET IN THE TOP OF A
 EM0860'12 X 12 INCH CONCRETE POST PROJECTING 8 INCHES ABOVE THE SURFACE
 EM0860'OF THE GROUND.
 EM0860'
 EM0860'THE STATION WAS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION
 EM0860'IN THE VILLAGE OF COOPERTON, GO SOUTH ON STATE HIGHWAY 54
 EM0860'FOR 0.75 MILE TO CROSS ROAD AND JUNCTION STATE HIGHWAYS 54
 EM0860'AND 19, CONTINUE SOUTH ON STATE HIGHWAY 54 FOR 4.15 MILES TO A
 EM0860'CROSS ROAD, TURN LEFT AND GO EAST FOR 2.0 MILES TO A CROSS
 EM0860'ROAD, TURN LEFT AND GO NORTH FOR 1.65 MILES TO DRIVE WAY ON
 EM0860'THE RIGHT, EAST SIDE OF THE ROAD AND A CATTLE-GUARD.  (AZIMUTH
 EM0860'MARK IS 0.05 MILE NORTH).  TURN RIGHT, CROSS CATTLE-GUARD AND
 EM0860'GO EAST FOR 0.3 MILE TO MR. HALEYS HOME.  THENCE PASS THROUGH
 EM0860'WIRE GATE SOUTH OF THE HOUSE AND GO SOUTHEAST IN PASTURE ON
 EM0860'TRACK ROAD FOR 0.1 MILE TO A Y-FORK, KEEP RIGHT FORK AND GO
 EM0860'SOUTHERLY FOR 0.4 MILE TO A Y-FORK, KEEP THE LEFT FORK AND GO
 EM0860'EASTERLY FOR 0.5 MILE TO THE END OF TRUCK TRAVEL JUST WEST
 EM0860'OF A LARGE WASH.  THENCE PACK NORTHERLY UP THE WEST SIDE OF
 EM0860'THE WASH, CROSSING THE 8-FOOT HIGH GAME REFUGE FENCE
 EM0860'ABOUT 300 YARDS NORTH OF ETT AND CONTINUE NORTHERLY TO
 EM0860'SADDLE, THENCE GO EASTERLY TO THE HIGHEST POINT AND STATION.  A
 EM0860'3/4 HOUR PACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1000 ***********************************************************************
 EK1000  DESIGNATION -  BALD
 EK1000  PID         -  EK1000
 EK1000  STATE/COUNTY-  OK/PITTSBURG
 EK1000  COUNTRY     -  US
 EK1000  USGS QUAD   -  DAISY (2019)
 EK1000
 EK1000                         *CURRENT SURVEY CONTROL
 EK1000  ______________________________________________________________________
 EK1000* NAD 83(1993) POSITION- 34 36 40.78826(N) 095 43 39.07726(W)   ADJUSTED
 EK1000* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 EK1000  ______________________________________________________________________
 EK1000  GEOID HEIGHT    -        -30.228 (meters)                     GEOID18
 EK1000  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC18
 EK1000  HORZ ORDER      -  FIRST
 EK1000
 EK1000.The horizontal coordinates were established by classical geodetic methods
 EK1000.and adjusted by the National Geodetic Survey in November 1994.
 EK1000
 EK1000.The orthometric height was scaled from a topographic map.
 EK1000
 EK1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1000.GEOID18 height accuracy estimate available here.
 EK1000
 EK1000.Click photographs - Photos may exist for this station.
 EK1000
 EK1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1000
 EK1000. The following values were computed from the NAD 83(1993) position.
 EK1000
 EK1000;                    North         East     Units Scale Factor Converg.
 EK1000;SPC OK S     -   144,105.580   808,395.617   MT  0.99993605   +1 17 23.6
 EK1000;SPC OK S     -   472,786.39  2,652,211.29   sFT  0.99993605   +1 17 23.6
 EK1000;UTM  15      - 3,833,325.179   249,904.236   MT  1.00037101   -1 33 00.2
 EK1000
 EK1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1000!SPC OK S     -   0.99994022  x   0.99993605  =   0.99987627
 EK1000!UTM  15      -   0.99994022  x   1.00037101  =   1.00031120
 EK1000
 EK1000:                Primary Azimuth Mark                     Grid Az
 EK1000:SPC OK S     -  BALD AZ MK                               316 58 03.1
 EK1000:UTM  15      -  BALD AZ MK                               319 48 26.9
 EK1000
 EK1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4990433325(NAD 83)
 EK1000
 EK1000|---------------------------------------------------------------------|
 EK1000| PID    Reference Object                     Distance      Geod. Az  |
 EK1000|                                                           dddmmss.s |
 EK1000| CX9649 BALD RM 1                            15.545 METERS 00648     |
 EK1000| CX9650 BALD RM 2                            13.259 METERS 21810     |
 EK1000| CX9648 BALD AZ MK                                         3181526.7 |
 EK1000|---------------------------------------------------------------------|
 EK1000
 EK1000                          SUPERSEDED SURVEY CONTROL
 EK1000
 EK1000  NAD 83(1986)-  34 36 40.79417(N)    095 43 39.07281(W) AD(       ) 1
 EK1000  NAD 27      -  34 36 40.44000(N)    095 43 38.13800(W) AD(       ) 1
 EK1000
 EK1000.Superseded values are not recommended for survey control.
 EK1000
 EK1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1000.See file dsdata.pdf to determine how the superseded data were derived.
 EK1000
 EK1000_MARKER: DS = TRIANGULATION STATION DISK
 EK1000_SETTING: 80 = SET IN A BOULDER
 EK1000_STAMPING: BALD 1935
 EK1000_MARK LOGO: CGS
 EK1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1000+STABILITY: SURFACE MOTION
 EK1000
 EK1000  HISTORY     - Date     Condition        Report By
 EK1000  HISTORY     - 1935     MONUMENTED       CGS
 EK1000
 EK1000                          STATION DESCRIPTION
 EK1000
 EK1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK1000'STATION IS ON THE SUMMIT OF BALD MOUNTAIN, ABOUT 13 MILES
 EK1000'SE OF KIOWA.  ABOUT 5-1/2 MILES N OF DAISY.  IN THE SE 1/4
 EK1000'SEC. 28, T 2 N, R 15 E.  ON LAND OF UNDETERMINED OWNERSHIP.
 EK1000'
 EK1000'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A BOULDER
 EK1000'ON THE HIGHEST POINT OF THE MOUNTAIN.  13 FEET SE OF A 6-INCH
 EK1000'JACKOAK WITH A TRIANGLE BLAZE.  21 FEET N OF ANOTHER 6-INCH
 EK1000'JACKOAK WITH TWO TRIANGLE BLAZES.  46 FEET NW OF AN 8-INCH PINE
 EK1000'WITH A TRIANGLE BLAZE.
 EK1000'
 EK1000'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER.
 EK1000'IT IS N OF THE STATION AND IS 91.02 FEET NNE OF REFERENCE MARK
 EK1000'NO. 2.
 EK1000'
 EK1000'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER.
 EK1000'IT IS SW OF THE STATION.
 EK1000'
 EK1000'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 EK1000'DESCRIBED.  IT IS NW OF THE STATION.  1/2 FOOT
 EK1000'E OF THE E RIGHT-OF-WAY FENCE OF THE HIGHWAY DOWN THE VALLEY.
 EK1000'0.3 MILE S OF MR. R.E. ROBERTSONS FARM.  ON THE W SIDE OF A
 EK1000'CLEARED FIELD WITH A WELL IN THE CENTER.  AND PROJECTS 2
 EK1000'INCHES.
 EK1000'
 EK1000'TO REACH FROM KIOWA, GO E ON A GRAVEL ROAD 3-1/2 MILES TO
 EK1000'PITTSBURG, THENCE S AND E ON THE DAISY ROAD 12-1/2 MILES
 EK1000'TO MR. ROBERTSONS FARM, WITH HOUSE ON THE W AND BARN ON
 EK1000'THE E.  THE STATION IS ON THE SUMMIT OF THE MOUNTAIN TO THE SE.
 EK1000'MR. ROBERTSON OR HIS SON CAN GIVE DIRECTIONS FOR REACHING
 EK1000'THE STATION.  IT CAN NOT BE REACHED BY TRUCK.
 EK1000'
 EK1000'ALL LIGHTS COME INTO VIEW AT 20 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0722 ***********************************************************************
 EL0722  DESIGNATION -  BALD
 EL0722  PID         -  EL0722
 EL0722  STATE/COUNTY-  OK/ATOKA
 EL0722  COUNTRY     -  US
 EL0722  USGS QUAD   -  STRINGTOWN (2019)
 EL0722
 EL0722                         *CURRENT SURVEY CONTROL
 EL0722  ______________________________________________________________________
 EL0722* NAD 83(1993) POSITION- 34 24 35.54072(N) 096 05 24.94604(W)   ADJUSTED
 EL0722* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 EL0722  ______________________________________________________________________
 EL0722  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 EL0722  LAPLACE CORR    -         -8.49  (seconds)                    DEFLEC18
 EL0722  HORZ ORDER      -  SECOND
 EL0722
 EL0722.The horizontal coordinates were established by classical geodetic methods
 EL0722.and adjusted by the National Geodetic Survey in November 1994.
 EL0722
 EL0722.The orthometric height was scaled from a topographic map.
 EL0722
 EL0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0722.GEOID18 height accuracy estimate available here.
 EL0722
 EL0722.Click photographs - Photos may exist for this station.
 EL0722
 EL0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0722
 EL0722. The following values were computed from the NAD 83(1993) position.
 EL0722
 EL0722;                    North         East     Units Scale Factor Converg.
 EL0722;SPC OK S     -   121,073.824   775,557.852   MT  0.99994055   +1 05 02.4
 EL0722;SPC OK S     -   397,223.04  2,544,476.05   sFT  0.99994055   +1 05 02.4
 EL0722;UTM  14      - 3,811,443.084   767,452.328   MT  1.00048180   +1 38 43.1
 EL0722
 EL0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0722!SPC OK S     -   0.99996646  x   0.99994055  =   0.99990701
 EL0722!UTM  14      -   0.99996646  x   1.00048180  =   1.00044824
 EL0722
 EL0722:                Primary Azimuth Mark                     Grid Az
 EL0722:SPC OK S     -  BALD AZ MK 2                             222 41 26.6
 EL0722:UTM  14      -  BALD AZ MK 2                             222 07 45.9
 EL0722
 EL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6745211443(NAD 83)
 EL0722
 EL0722|---------------------------------------------------------------------|
 EL0722| PID    Reference Object                     Distance      Geod. Az  |
 EL0722|                                                           dddmmss.s |
 EL0722| CX9660 BALD AZ MK                                         2234251.8 |
 EL0722| CX9661 BALD AZ MK 2                                       2234629.0 |
 EL0722| EL0721 ATOKA RAILROAD WATER TANK           APPROX. 3.9 KM 2275351.4 |
 EL0722| EL0732 ATOKA EAST MUNICIPAL TANK           APPROX. 4.7 KM 2340925.2 |
 EL0722| EL0730 ATOKA WEST MUNICIPAL TANK           APPROX. 4.7 KM 2343320.9 |
 EL0722| CX9663 BALD RM 2                             9.222 METERS 25832     |
 EL0722| CX9662 BALD RM 1                             8.423 METERS 35041     |
 EL0722|---------------------------------------------------------------------|
 EL0722
 EL0722                          SUPERSEDED SURVEY CONTROL
 EL0722
 EL0722  NAD 83(1986)-  34 24 35.54602(N)    096 05 24.93882(W) AD(       ) 2
 EL0722  NAD 27      -  34 24 35.20370(N)    096 05 23.96180(W) AD(       ) 2
 EL0722
 EL0722.Superseded values are not recommended for survey control.
 EL0722
 EL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0722.See file dsdata.pdf to determine how the superseded data were derived.
 EL0722
 EL0722_MARKER: DS = TRIANGULATION STATION DISK
 EL0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0722_STAMPING: BALD USGS 1955
 EL0722_MARK LOGO: CGS
 EL0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0722+STABILITY: SURFACE MOTION
 EL0722
 EL0722  HISTORY     - Date     Condition        Report By
 EL0722  HISTORY     - 1955     MONUMENTED       CGS
 EL0722  HISTORY     - 1969     GOOD             CGS
 EL0722  HISTORY     - 1969     GOOD             OKDH
 EL0722
 EL0722                          STATION DESCRIPTION
 EL0722
 EL0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EL0722'THE STATION IS LOCATED AIRLINE, ABOUT 2-1/2 MILES NORTHEAST
 EL0722'OF ATOKA AND ABOUT 1 MILE SOUTHEAST OF U.S. HIGHWAY 69 ON
 EL0722'THE NORTHWEST END AND HIGHEST POINT OF A BARE TOPPED HILL.
 EL0722'
 EL0722'THE USGS STATION WHICH WAS A TRIANGLE WITH A HOLE IN THE
 EL0722'CENTER CHISELED ON TOP OF A 6-INCH SQUARE BOULDER WAS REPLACED
 EL0722'BY HOLDING THE POINT AND SETTING A USC AND GS STATION MARK
 EL0722'DISK IN A SQUARE CONCRETE MONUMENT.
 EL0722'
 EL0722'THE STATION IS A STANDARD DISK STAMPED BALD USGS 1955 SET
 EL0722'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0722'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 8 FEET WEST OF A WHITE
 EL0722'WITNESS POST.
 EL0722'
 EL0722'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALD
 EL0722'USGS NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0722'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EL0722'THE SAME ELEVATION AS THE STATION.
 EL0722'
 EL0722'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALD
 EL0722'USGS NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0722'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EL0722'6 INCHES LOWER THAN THE STATION.
 EL0722'
 EL0722'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALD USGS 1955
 EL0722'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0722'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST-SOUTHEAST
 EL0722'OF A T-FENCE CORNER AND 24 FEET NORTH OF THE CENTER LINE OF
 EL0722'A DIRT ROAD.
 EL0722'
 EL0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EL0722'69 AND 75 IN THE NORTH EDGE OF ATOKA, GO NORTHEAST ON U.S.
 EL0722'HIGHWAY 69 FOR 1.3 MILES.  TURN RIGHT OFF THE HIGHWAY AND
 EL0722'GO EAST ON THE SIDE ROAD FOR 0.1 MILE TO THE EAST END OF AN
 EL0722'UNDER-PASS.  TAKE THE LEFT FORK AND GO NORTH FOR 0.1 MILE.
 EL0722'TAKE THE RIGHT FORK AND GO EASTERLY FOR 0.8 MILE TO A T-FENCE
 EL0722'CORNER ON THE LEFT, NORTH SIDE AND THE AZIMUTH MARK.  CONTINUE
 EL0722'EAST ON THE DIRT FARM ROAD FOR 0.3 MILE TO A T-ROAD.  TURN
 EL0722'LEFT AND GO NORTH FOR 0.5 MILE TO A GATE ON THE RIGHT, WEST SIDE
 EL0722'JUST NORTH OF SOME OLD RANCH BUILDINGS.  TURN RIGHT, PASS
 EL0722'THROUGH THE GATE AND GO EAST-NORTHEASTERLY UP THE VERY
 EL0722'STEEP HILL FOR ABOUT 100 YARDS TO THE TOP OF A RIDGE.
 EL0722'CONTINUE EAST FOR ABOUT 100 FEET THEN TURN RIGHT AND GO
 EL0722'SOUTHERLY DOWNHILL FOR ABOUT 125 FEET TO THE BOTTOM OF THE
 EL0722'RAVINE.  TURN LEFT AND GO SOUTHEASTERLY FOR ABOUT 75
 EL0722'FEET THROUGH THE TREES THEN TURN RIGHT AND GO SOUTHERLY UP
 EL0722'THE GRASSY RIDGE FOR ABOUT 100 YARDS TO THE HIGHEST
 EL0722'POINT OF THE HILL, A WHITE WITNESS POST AND THE
 EL0722'STATION.  A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE TO
 EL0722'THE TOP OF THE HILL.
 EL0722
 EL0722                          STATION RECOVERY (1969)
 EL0722
 EL0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EL0722'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EL0722'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 EL0722'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 EL0722'
 EL0722'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF ATOKA, 5 MILES
 EL0722'SOUTH OF STRINGTOWN, ON THE NORTHWEST END OF A BARE TOPPED
 EL0722'RIDGE.
 EL0722'
 EL0722'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69,
 EL0722'75 AND STATE HIGHWAY 3 WHICH IS 1/2 MILE NORTH OF ATOKA,
 EL0722'GO NORTHEAST ON U.S. HIGHWAY 69 FOR 1.3 MILES TO A SIDE ROAD
 EL0722'ON THE RIGHT LEADING THROUGH A RAILROAD UNDERPASS.  TURN RIGHT,
 EL0722'GO 0.05 MILE TO A ROAD FORK, JUST AFTER PASSING THROUGH
 EL0722'UNDERPASS.  TAKE LEFT FORK, GO 0.1 MILE TO A ROAD FORK.
 EL0722'TAKE RIGHT FORK, EASTERLY, GO 0.8 MILE TO AZIMUTH MARK ON THE
 EL0722'LEFT.  CONTINUE EASTERLY, GO 0.25 MILE TO A T-ROAD JUNCTION.
 EL0722'TURN LEFT, NORTH, GO 0.5 MILE TO WIRE GATES ON BOTH SIDES OF
 EL0722'ROAD AND END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE TRUCK.  PACK,
 EL0722'SOUTHEASTERLY, UP STEEP HILL, ABOUT 1/4 MILE TO HIGHEST
 EL0722'PART OF RIDGE AND STATION.
 EL0722'
 EL0722'STATION MARK.  A STANDARD DISK, STAMPED BALD
 EL0722'USGS 1955, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EL0722'4 INCHES ABOVE GROUND.  WITNESS POSTS, PAINTED YELLOW HAVE
 EL0722'BEEN PLACED NEAR MARK.
 EL0722'
 EL0722'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BALD USGS
 EL0722'NO 1 1955, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 EL0722'PROJECTS 4 INCHES ABOVE GROUND.  IT IS NORTH OF STATION MARK
 EL0722'ABOUT THE SAME ELEVATION.
 EL0722'
 EL0722'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BALD USGS NO
 EL0722'2 1955, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EL0722'3 INCHES ABOVE GROUND.  IT IS WEST OF STATION ABOUT 1 FOOT
 EL0722'LOWER THAN THE STATION MARK.
 EL0722'
 EL0722'AZIMUTH MARK, A STANDARD DISK, STAMPED BALD USGS 1955 1969,
 EL0722'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2
 EL0722'INCHES ABOVE GROUND.  IT IS 28 FEET NORTH OF THE CENTER
 EL0722'LINE OF ROAD, ABOUT 50 YARDS NORTHEAST OF A FARMHOUSE, 96
 EL0722'FEET EAST OF A POWER LINE POLE WITH TRANSFORMER, 3 FEET
 EL0722'NORTHWEST OF A T-FENCE CORNER, AND 2 FEET NORTH OF A METAL
 EL0722'WITNESS POST AND THE RIGHT-OF-WAY FENCE.
 EL0722'
 EL0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 EL0722'2-1/2 MILES NORTHEAST OF ATOKA.
 EL0722
 EL0722                          STATION RECOVERY (1969)
 EL0722
 EL0722'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1969 (RNS)
 EL0722'BALD USGS 1955--GOOD.
 EL0722'BALD USGS NO 1 1955--GOOD.
 EL0722'BALD USGS NO 2 1955--GOOD.
 EL0722'BALD USGS 1955 - AZ MK--NEEDS RESETTING - MONUMENT IS LYING
 EL0722'BESIDE ROAD NEAR ORIGINAL POSITION.
 EL0722'
 EL0722'THE STATION MONUMENT IS IN GOOD CONDITION AND THE DESCRIPTION
 EL0722'FOR REACHING MONUMENT IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0947 ***********************************************************************
 EL0947  DESIGNATION -  BALD
 EL0947  PID         -  EL0947
 EL0947  STATE/COUNTY-  OK/CARTER
 EL0947  COUNTRY     -  US
 EL0947  USGS QUAD   -  ORR (2018)
 EL0947
 EL0947                         *CURRENT SURVEY CONTROL
 EL0947  ______________________________________________________________________
 EL0947* NAD 83(1993) POSITION- 34 04 45.03955(N) 097 31 26.31655(W)   ADJUSTED
 EL0947* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 EL0947  ______________________________________________________________________
 EL0947  GEOID HEIGHT    -        -25.783 (meters)                     GEOID18
 EL0947  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 EL0947  HORZ ORDER      -  SECOND
 EL0947
 EL0947.The horizontal coordinates were established by classical geodetic methods
 EL0947.and adjusted by the National Geodetic Survey in November 1994.
 EL0947
 EL0947.The orthometric height was scaled from a topographic map.
 EL0947
 EL0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0947.GEOID18 height accuracy estimate available here.
 EL0947
 EL0947.Click photographs - Photos may exist for this station.
 EL0947
 EL0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0947
 EL0947. The following values were computed from the NAD 83(1993) position.
 EL0947
 EL0947;                    North         East     Units Scale Factor Converg.
 EL0947;SPC OK S     -    82,835.393   643,935.173   MT  0.99997453   +0 16 12.7
 EL0947;SPC OK S     -   271,769.12  2,112,643.98   sFT  0.99997453   +0 16 12.7
 EL0947;UTM  14      - 3,771,918.161   636,186.594   MT  0.99982863   +0 49 37.9
 EL0947
 EL0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0947!SPC OK S     -   0.99995851  x   0.99997453  =   0.99993304
 EL0947!UTM  14      -   0.99995851  x   0.99982863  =   0.99978715
 EL0947
 EL0947:                Primary Azimuth Mark                     Grid Az
 EL0947:SPC OK S     -  BALD AZ MK                               339 56 34.1
 EL0947:UTM  14      -  BALD AZ MK                               339 23 08.9
 EL0947
 EL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3618671918(NAD 83)
 EL0947
 EL0947|---------------------------------------------------------------------|
 EL0947| PID    Reference Object                     Distance      Geod. Az  |
 EL0947|                                                           dddmmss.s |
 EL0947| CX9652 BALD RM 1                             8.808 METERS 03638     |
 EL0947| CX9653 BALD RM 2                            10.765 METERS 33210     |
 EL0947| CX9651 BALD AZ MK                                         3401246.8 |
 EL0947|---------------------------------------------------------------------|
 EL0947
 EL0947                          SUPERSEDED SURVEY CONTROL
 EL0947
 EL0947  NAD 83(1986)-  34 04 45.04353(N)    097 31 26.30620(W) AD(       ) 2
 EL0947  NAD 27      -  34 04 44.69460(N)    097 31 25.22960(W) AD(       ) 2
 EL0947
 EL0947.Superseded values are not recommended for survey control.
 EL0947
 EL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0947.See file dsdata.pdf to determine how the superseded data were derived.
 EL0947
 EL0947_MARKER: DS = TRIANGULATION STATION DISK
 EL0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0947_STAMPING: BALD 1954
 EL0947_MARK LOGO: CGS
 EL0947_PROJECTION: FLUSH
 EL0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0947+STABILITY: SURFACE MOTION
 EL0947
 EL0947  HISTORY     - Date     Condition        Report By
 EL0947  HISTORY     - 1954     MONUMENTED       CGS
 EL0947
 EL0947                          STATION DESCRIPTION
 EL0947
 EL0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0947'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHEAST OF
 EL0947'RINGLING AND ABOUT 3 MILES NORTH OF THE VILLAGE OF ORR ON
 EL0947'PROPERTY OWNED BY MR. W.L. EALY.  IT IS 93 FEET NORTH OF
 EL0947'THE SOUTH EDGE OF THE HILL, 30 FEET EAST OF THE WEST EDGE
 EL0947'OF THE HILL AND 27 FEET WEST OF THE EAST EDGE OF THE HILL.
 EL0947'IT IS STAMPED BALD 1954 AND IS SET FLUSH.
 EL0947'
 EL0947'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 EL0947'STATION.  IT IS STAMPED BALD NO 1 1954 AND IS SET FLUSH.
 EL0947'
 EL0947'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER IN ELEVATION
 EL0947'THAN THE STATION.  IT IS STAMPED BALD NO 2 1954 AND THE
 EL0947'ROCK PROJECTS 2 INCHES.
 EL0947'
 EL0947'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF A
 EL0947'BLADED ROAD, 9 FEET SOUTH OF A STEEL GATEPOST, 1 FOOT EAST
 EL0947'OF A FENCELINE AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS
 EL0947'STAMPED BALD 1954 AND IS SET FLUSH.
 EL0947'
 EL0947'TO REACH THE STATION FROM THE POST OFFICE IN RINGLING, GO
 EL0947'EAST FOR 0.05 MILE TO STATE HIGHWAY 89 AND SOUTH 5TH STREET.
 EL0947'TURN RIGHT, SOUTH, AND GO 0.5 MILE TO THE JUNCTION OF U.S.
 EL0947'HIGHWAY 70 AND STATE HIGHWAY 89.  CONTINUE SOUTH ON STATE
 EL0947'89 FOR 3.9 MILES TO A CROSSROAD.  TURN LEFT, EAST, AND GO
 EL0947'2.95 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, AND GO 1.75
 EL0947'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 EL0947'AHEAD FOR 0.45 MILE TO MR. EALYS HOUSE ON THE RIGHT AND A
 EL0947'GATE ON THE LEFT.  TURN LEFT, EAST, PASS THROUGH GATE AND
 EL0947'GO 0.25 MILE ACROSS THE PASTURE TO THE HIGHEST POINT OF THE
 EL0947'HILL AND THE STATION.
 EL0947'
 EL0947'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0837 ***********************************************************************
 EM0837  DESIGNATION -  BALDY LITTLE BALDY
 EM0837  PID         -  EM0837
 EM0837  STATE/COUNTY-  OK/COMANCHE
 EM0837  COUNTRY     -  US
 EM0837  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0837
 EM0837                         *CURRENT SURVEY CONTROL
 EM0837  ______________________________________________________________________
 EM0837* NAD 83(1993) POSITION- 34 42 43.91706(N) 098 38 49.50933(W)   ADJUSTED
 EM0837* NAVD 88 ORTHO HEIGHT -   509.    (meters)     1670.    (feet) SCALED
 EM0837  ______________________________________________________________________
 EM0837  GEOID HEIGHT    -        -25.478 (meters)                     GEOID18
 EM0837  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 EM0837  HORZ ORDER      -  THIRD
 EM0837
 EM0837.The horizontal coordinates were established by classical geodetic methods
 EM0837.and adjusted by the National Geodetic Survey in November 1994.
 EM0837
 EM0837.The orthometric height was scaled from a topographic map.
 EM0837
 EM0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0837.GEOID18 height accuracy estimate available here.
 EM0837
 EM0837.Click photographs - Photos may exist for this station.
 EM0837
 EM0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0837
 EM0837. The following values were computed from the NAD 83(1993) position.
 EM0837
 EM0837;                    North         East     Units Scale Factor Converg.
 EM0837;SPC OK S     -   153,138.817   540,726.684   MT  0.99993843   -0 22 02.3
 EM0837;SPC OK S     -   502,422.94  1,774,034.13   sFT  0.99993843   -0 22 02.3
 EM0837;UTM  14      - 3,841,184.481   532,316.416   MT  0.99961287   +0 12 03.5
 EM0837
 EM0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0837!SPC OK S     -   0.99992408  x   0.99993843  =   0.99986252
 EM0837!UTM  14      -   0.99992408  x   0.99961287  =   0.99953698
 EM0837
 EM0837:                Primary Azimuth Mark                     Grid Az
 EM0837:SPC OK S     -  WINBORN 1945                             013 27 23.3
 EM0837:UTM  14      -  WINBORN 1945                             012 53 17.5
 EM0837
 EM0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3231641184(NAD 83)
 EM0837
 EM0837|---------------------------------------------------------------------|
 EM0837| PID    Reference Object                     Distance      Geod. Az  |
 EM0837|                                                           dddmmss.s |
 EM0837| EM0842 WINBORN 1945                        APPROX. 1.6 KM 0130521.0 |
 EM0837|---------------------------------------------------------------------|
 EM0837
 EM0837                          SUPERSEDED SURVEY CONTROL
 EM0837
 EM0837  NAD 83(1986)-  34 42 43.92255(N)    098 38 49.49340(W) AD(       ) 3
 EM0837  NAD 27      -  34 42 43.66400(N)    098 38 48.26900(W) AD(       ) 3
 EM0837
 EM0837.Superseded values are not recommended for survey control.
 EM0837
 EM0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0837.See file dsdata.pdf to determine how the superseded data were derived.
 EM0837
 EM0837_MARKER: I = METAL ROD
 EM0837_SETTING: 66 = SET IN ROCK OUTCROP
 EM0837_MARK LOGO: USA
 EM0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0837+STABILITY: POSITION/ELEVATION WELL
 EM0837
 EM0837  HISTORY     - Date     Condition        Report By
 EM0837  HISTORY     - 1945     MONUMENTED       USA
 EM0837  HISTORY     - 20000227 GOOD             LOCSUR
 EM0837
 EM0837                          STATION DESCRIPTION
 EM0837
 EM0837'DESCRIBED BY US ARMY 1945
 EM0837'ON SUMMIT OF ROUNDED PROMINENT ROCKY HILL LYING BETWEEN QUANNAH
 EM0837'PARKER AND OSAGE LAKES.  MARKED BY CENTER OF 1/2 IN IRON ROD
 EM0837'CEMENTED IN ROCK ON HIGHEST PART OF HILL.  WOOD QUAD SIGNAL OVER
 EM0837'STATION.
 EM0837
 EM0837                          STATION RECOVERY (2000)
 EM0837
 EM0837'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0837'RECOVERED IN GOOD CONDITION.  NOTE--WOODEN TARGET HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1084 ***********************************************************************
 GK1084  DESIGNATION -  BALKO
 GK1084  PID         -  GK1084
 GK1084  STATE/COUNTY-  OK/BEAVER
 GK1084  COUNTRY     -  US
 GK1084  USGS QUAD   -  BALKO (2018)
 GK1084
 GK1084                         *CURRENT SURVEY CONTROL
 GK1084  ______________________________________________________________________
 GK1084* NAD 83(1997) POSITION- 36 39 36.15978(N) 100 40 45.32123(W)   ADJUSTED
 GK1084* NAVD 88 ORTHO HEIGHT -   874.3   (meters)     2868.    (feet) VERTCON3
 GK1084  ______________________________________________________________________
 GK1084  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 GK1084  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 GK1084  HORZ ORDER      -  FIRST
 GK1084
 GK1084.The horizontal coordinates were established by classical geodetic methods
 GK1084.and adjusted by the National Geodetic Survey in October 1998.
 GK1084
 GK1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1084
 GK1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1084.GEOID18 height accuracy estimate available here.
 GK1084
 GK1084.Click photographs - Photos may exist for this station.
 GK1084
 GK1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1084
 GK1084. The following values were computed from the NAD 83(1997) position.
 GK1084
 GK1084;                    North         East     Units Scale Factor Converg.
 GK1084;SPC OK N     -   187,496.172   360,492.091   MT  0.99998228   -1 34 52.2
 GK1084;SPC OK N     -   615,143.69  1,182,714.47   sFT  0.99998228   -1 34 52.2
 GK1084;UTM  14      - 4,058,474.442   349,917.648   MT  0.99987751   -1 00 10.1
 GK1084
 GK1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1084!SPC OK N     -   0.99986711  x   0.99998228  =   0.99984939
 GK1084!UTM  14      -   0.99986711  x   0.99987751  =   0.99974463
 GK1084
 GK1084:                Primary Azimuth Mark                     Grid Az
 GK1084:SPC OK N     -  BALKO AZ MK                              269 32 21.4
 GK1084:UTM  14      -  BALKO AZ MK                              268 57 39.3
 GK1084
 GK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4991758474(NAD 83)
 GK1084
 GK1084|---------------------------------------------------------------------|
 GK1084| PID    Reference Object                     Distance      Geod. Az  |
 GK1084|                                                           dddmmss.s |
 GK1084| CK8864 BALKO RM 1                           27.316 METERS 08800     |
 GK1084| CK8865 BALKO RM 2                           16.907 METERS 17831     |
 GK1084| CK8863 BALKO AZ MK                                        2675729.2 |
 GK1084|---------------------------------------------------------------------|
 GK1084
 GK1084                          SUPERSEDED SURVEY CONTROL
 GK1084
 GK1084  NAD 83(1993)-  36 39 36.16025(N)    100 40 45.32200(W) AD(       ) 1
 GK1084  NAD 83(1986)-  36 39 36.16514(N)    100 40 45.31342(W) AD(       ) 1
 GK1084  NAD 27      -  36 39 36.07013(N)    100 40 43.76730(W) AD(       ) 1
 GK1084  NGVD 29 (07/19/86)  873.9    (m)         2867.     (f) VERT ANG       
 GK1084
 GK1084.Superseded values are not recommended for survey control.
 GK1084
 GK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1084.See file dsdata.pdf to determine how the superseded data were derived.
 GK1084
 GK1084_MARKER: DS = TRIANGULATION STATION DISK
 GK1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1084_STAMPING: BALKO 1934
 GK1084_MARK LOGO: CGS
 GK1084_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GK1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1084+STABILITY: SURFACE MOTION
 GK1084
 GK1084  HISTORY     - Date     Condition        Report By
 GK1084  HISTORY     - 1934     MONUMENTED       CGS
 GK1084  HISTORY     - 19920324 POOR             USGS
 GK1084
 GK1084                          STATION DESCRIPTION
 GK1084
 GK1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK1084'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BALKO AND 15 MILES
 GK1084'SOUTHWEST OF BEAVER IN SOUTHWEST QUARTER SEC. 4, T. 2 N.,
 GK1084'R. 22 E., ON LAND OWNED BY E. WRIGHT OF BEAVER AND LEASED BY
 GK1084'F.D. HUMPHREY.
 GK1084'
 GK1084'THE STATION MARK PROJECTS 10 INCHES AND IS 25 FEET NORTH OF
 GK1084'THE CENTERLINE OF AN EAST-AND-WEST ROAD, 229 FEET NORTH OF THE
 GK1084'NORTHWEST CORNER AND 227 FEET NORTH OF THE NORTHEAST CORNER
 GK1084'OF B.J. SLATERS HOUSE AND IS 4.5 FEET SOUTH OF THE RIGHT-OF-WAY
 GK1084'FENCE ON THE NORTH SIDE OF THE ROAD.
 GK1084'
 GK1084'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS 2 FEET SOUTH OF
 GK1084'THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ROAD AND 28
 GK1084'FEET NORTH OF THE CENTERLINE OF THE ROAD.
 GK1084'
 GK1084'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS 31 FEET SOUTH
 GK1084'OF THE CENTERLINE OF THE ROAD, 172 FEET NORTH OF THE NORTHEAST
 GK1084'AND 174 FEET NORTH OF THE NORTHWEST CORNERS OF SLATERS HOUSE.
 GK1084'
 GK1084'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CROSSROADS
 GK1084'0.3 MILE WEST OF THE STATION.  IT PROJECTS 3 INCHES AND IS
 GK1084'40 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD AND
 GK1084'30 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD.
 GK1084'
 GK1084'THE DISTANCE BETWEEN REFERENCE MARKS IS 106 FEET.
 GK1084'
 GK1084'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 GK1084'
 GK1084'TO REACH STATION FROM BALKO GO NORTH 2.0 MILES ON GRADED ROAD
 GK1084'TO CROSSROADS, FROM HERE GO EAST 0.3 MILE TO TOP OF GRADE
 GK1084'AND STATION.  TO REACH FROM THE NORTH GO SOUTH ON U.S. HIGHWAY
 GK1084'83 FOR 17.0 MILES FROM THE INTERSECTION OF U.S. HIGHWAYS
 GK1084'83 AND 64 FOR 0.5 MILE WEST OF TURPIN.  THEN GO 8.30 MILES
 GK1084'EAST TO THE STATION.
 GK1084'
 GK1084'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 GK1084'CONCRETE MONUMENTS.
 GK1084
 GK1084                          STATION RECOVERY (1992)
 GK1084
 GK1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 GK1084'HAS BEEN HIT AND TIPPED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1115 ***********************************************************************
 FJ1115  DESIGNATION -  BANNER
 FJ1115  PID         -  FJ1115
 FJ1115  STATE/COUNTY-  OK/CANADIAN
 FJ1115  COUNTRY     -  US
 FJ1115  USGS QUAD   -  RICHLAND (2018)
 FJ1115
 FJ1115                         *CURRENT SURVEY CONTROL
 FJ1115  ______________________________________________________________________
 FJ1115* NAD 83(1993) POSITION- 35 30 02.50810(N) 097 51 59.46240(W)   ADJUSTED
 FJ1115* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 FJ1115  ______________________________________________________________________
 FJ1115  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 FJ1115  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 FJ1115  HORZ ORDER      -  SECOND
 FJ1115
 FJ1115.The horizontal coordinates were established by classical geodetic methods
 FJ1115.and adjusted by the National Geodetic Survey in November 1994.
 FJ1115
 FJ1115.The orthometric height was scaled from a topographic map.
 FJ1115
 FJ1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1115.GEOID18 height accuracy estimate available here.
 FJ1115
 FJ1115.Click photographs - Photos may exist for this station.
 FJ1115
 FJ1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1115
 FJ1115. The following values were computed from the NAD 83(1993) position.
 FJ1115
 FJ1115;                    North         East     Units Scale Factor Converg.
 FJ1115;SPC OK N     -    55,562.403   612,110.846   MT  1.00001263   +0 04 43.6
 FJ1115;SPC OK N     -   182,290.98  2,008,233.67   sFT  1.00001263   +0 04 43.6
 FJ1115;UTM  14      - 3,929,161.267   602,800.371   MT  0.99973023   +0 39 29.8
 FJ1115
 FJ1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1115!SPC OK N     -   0.99994081  x   1.00001263  =   0.99995344
 FJ1115!UTM  14      -   0.99994081  x   0.99973023  =   0.99967105
 FJ1115
 FJ1115:                Primary Azimuth Mark                     Grid Az
 FJ1115:SPC OK N     -  BANNER AZ MK                             000 11 12.8
 FJ1115:UTM  14      -  BANNER AZ MK                             359 36 26.6
 FJ1115
 FJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0280029161(NAD 83)
 FJ1115
 FJ1115|---------------------------------------------------------------------|
 FJ1115| PID    Reference Object                     Distance      Geod. Az  |
 FJ1115|                                                           dddmmss.s |
 FJ1115| CL4236 BANNER AZ MK                                       0001556.4 |
 FJ1115| CL4237 BANNER RM 1                          27.080 METERS 00236     |
 FJ1115| CL4238 BANNER RM 2                          21.242 METERS 10244     |
 FJ1115| FJ1125 CONCHO IND AGENCY E TANK            APPROX.16.5 KM 3170805.7 |
 FJ1115|---------------------------------------------------------------------|
 FJ1115
 FJ1115                          SUPERSEDED SURVEY CONTROL
 FJ1115
 FJ1115  NAD 83(1986)-  35 30 02.51310(N)    097 51 59.44681(W) AD(       ) 2
 FJ1115  NAD 27      -  35 30 02.32281(N)    097 51 58.27944(W) AD(       ) 2
 FJ1115
 FJ1115.Superseded values are not recommended for survey control.
 FJ1115
 FJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1115.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1115
 FJ1115_MARKER: DS = TRIANGULATION STATION DISK
 FJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1115_STAMPING: BANNER 1954
 FJ1115_MARK LOGO: CGS
 FJ1115_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1115+STABILITY: SURFACE MOTION
 FJ1115
 FJ1115  HISTORY     - Date     Condition        Report By
 FJ1115  HISTORY     - 1954     MONUMENTED       CGS
 FJ1115
 FJ1115                          STATION DESCRIPTION
 FJ1115
 FJ1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1115'THE STATION IS LOCATED 6-1/2 MILES WEST AND 1/2 MILE SOUTH
 FJ1115'OF YUKON, 5 MILES EAST AND 2-1/4 MILES SOUTH OF EL RENO 1/2
 FJ1115'MILE SOUTH OF U.S. HIGHWAY 66.  IN THE SOUTHEAST CORNER
 FJ1115'OF THE NORTHEAST 1/4 OF SECTION 19, T 12 N, R 6 W.
 FJ1115'
 FJ1115'TO REACH FROM YUKON FROM A POINT ON U.S. HIGHWAY 66 OPPOSITE
 FJ1115'THE RAILROAD STATION, GO WEST ON HIGHWAY 66 FOR 5.7 MILES
 FJ1115'TO A CROSSROAD AND A SIGN BANNER AFTER CROSSING A BRIDGE,
 FJ1115'CONTINUE WEST 1.0 MILE TO A CROSSROAD, TURN LEFT, GO SOUTH
 FJ1115'0.45 MILE TO STATION ON RIGHT.
 FJ1115'
 FJ1115'THE STATION IS 38 FEET WEST OF THE CENTER OF A PAVED ROAD,
 FJ1115'7 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 5 FEET WEST-NORTHWEST
 FJ1115'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 FJ1115'BANNER 1954.
 FJ1115'
 FJ1115'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 35 FEET WEST
 FJ1115'OF THE CENTER OF A PAVED ROAD AND 2 FEET SOUTH WEST OF A
 FJ1115'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 FJ1115'BANNER NO 1 1954.
 FJ1115'
 FJ1115'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 31 FEET EAST
 FJ1115'OF THE CENTER OF A PAVED ROAD, 2 FEET SOUTHWEST OF A POWER
 FJ1115'LINE POLE, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 FJ1115'LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BANNER NO
 FJ1115'2 1954.
 FJ1115'
 FJ1115'THE AZIMUTH MARK IS ABOUT 100 YARDS NORTHWEST OF A FARM
 FJ1115'HOUSE, 32 FEET WEST OF THE CENTER OF A PAVED ROAD, 4 FEET
 FJ1115'SOUTH OF A WITNESS POST, AND 3 FEET SOUTHWEST OF A TELEPHONE
 FJ1115'POLE.  THE MARK, APPROXIMATELY 0.3 MILE NORTH OF THE STATION
 FJ1115'PROJECTS 6 INCHES AND IS STAMPED BANNER 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0743 ***********************************************************************
 GG0743  DESIGNATION -  BANNER
 GG0743  PID         -  GG0743
 GG0743  STATE/COUNTY-  OK/CRAIG
 GG0743  COUNTRY     -  US
 GG0743  USGS QUAD   -  WELCH NORTH (2019)
 GG0743
 GG0743                         *CURRENT SURVEY CONTROL
 GG0743  ______________________________________________________________________
 GG0743* NAD 83(1997) POSITION- 36 55 02.25822(N) 095 02 28.63252(W)   ADJUSTED
 GG0743* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 GG0743  ______________________________________________________________________
 GG0743  GEOID HEIGHT    -        -29.544 (meters)                     GEOID18
 GG0743  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 GG0743  HORZ ORDER      -  SECOND
 GG0743
 GG0743.The horizontal coordinates were established by classical geodetic methods
 GG0743.and adjusted by the National Geodetic Survey in October 1998.
 GG0743
 GG0743.The orthometric height was scaled from a topographic map.
 GG0743
 GG0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0743.GEOID18 height accuracy estimate available here.
 GG0743
 GG0743.Click photographs - Photos may exist for this station.
 GG0743
 GG0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0743
 GG0743. The following values were computed from the NAD 83(1997) position.
 GG0743
 GG0743;                    North         East     Units Scale Factor Converg.
 GG0743;SPC OK N     -   216,756.336   863,612.328   MT  1.00003095   +1 44 45.9
 GG0743;SPC OK N     -   711,141.41  2,833,368.11   sFT  1.00003095   +1 44 45.9
 GG0743;UTM  15      - 4,087,643.658   318,166.990   MT  1.00000733   -1 13 35.3
 GG0743
 GG0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0743!SPC OK N     -   0.99996084  x   1.00003095  =   0.99999178
 GG0743!UTM  15      -   0.99996084  x   1.00000733  =   0.99996817
 GG0743
 GG0743:                Primary Azimuth Mark                     Grid Az
 GG0743:SPC OK N     -  BANNER AZ MK                             086 59 06.1
 GG0743:UTM  15      -  BANNER AZ MK                             089 57 27.3
 GG0743
 GG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1816687643(NAD 83)
 GG0743
 GG0743|---------------------------------------------------------------------|
 GG0743| PID    Reference Object                     Distance      Geod. Az  |
 GG0743|                                                           dddmmss.s |
 GG0743| CI0155 BANNER AZ MK                                       0884352.0 |
 GG0743| CI0157 BANNER RM 2                           8.250 METERS 09002     |
 GG0743| GG0745 WELCH MUNICIPAL TANK                APPROX. 6.0 KM 2241804.7 |
 GG0743| CI0156 BANNER RM 1                          11.255 METERS 35909     |
 GG0743|---------------------------------------------------------------------|
 GG0743
 GG0743                          SUPERSEDED SURVEY CONTROL
 GG0743
 GG0743  NAD 83(1993)-  36 55 02.25982(N)    095 02 28.63261(W) AD(       ) 2
 GG0743  NAD 83(1986)-  36 55 02.27683(N)    095 02 28.62244(W) AD(       ) 2
 GG0743  NAD 27      -  36 55 02.00770(N)    095 02 27.77510(W) AD(       ) 2
 GG0743
 GG0743.Superseded values are not recommended for survey control.
 GG0743
 GG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0743.See file dsdata.pdf to determine how the superseded data were derived.
 GG0743
 GG0743_MARKER: DS = TRIANGULATION STATION DISK
 GG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0743_STAMPING: BANNER 1958
 GG0743_MARK LOGO: CGS
 GG0743_PROJECTION: FLUSH
 GG0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0743+STABILITY: SURFACE MOTION
 GG0743
 GG0743  HISTORY     - Date     Condition        Report By
 GG0743  HISTORY     - 1958     MONUMENTED       CGS
 GG0743
 GG0743                          STATION DESCRIPTION
 GG0743
 GG0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0743'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF MIAMI AND
 GG0743'4 MILES NORTHEAST OF WELCH.  IT IS ON THE SOUTH RIGHT OF WAY
 GG0743'OF AN EAST-WEST ROAD AND ON THE HIGHEST POINT OF THE HILL.
 GG0743'IT IS 50 FEET EAST OF THE CENTER OF A WIRE GATE, 18 FEET SOUTH
 GG0743'OF THE CENTER OF A GRADED ROAD AND 1 FOOT NORTH OF AN
 GG0743'EAST-WEST FENCE LINE.  THE MARK IS SET FLUSH WITH THE SURFACE
 GG0743'OF THE GROUND AND IS STAMPED BANNER 1958.
 GG0743'
 GG0743'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF A
 GG0743'GRADED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE
 GG0743'MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS
 GG0743'STAMPED BANNER NO 1 1958.
 GG0743'
 GG0743'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF A
 GG0743'GRADED ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 GG0743'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 GG0743'AND IS STAMPED BANNER NO 2 1958.
 GG0743'
 GG0743'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF AN
 GG0743'EAST-WEST ROAD, 30 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 GG0743'ROAD, 10 FEET SOUTHWEST OF A SOUTHEAST FENCE CORNER AND
 GG0743'3 FEET NORTH-NORTHWEST OF A POWER LINE POLE.  THE MARK PROJECTS
 GG0743'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GG0743'BANNER 1958.
 GG0743'
 GG0743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 GG0743'AND STATE HIGHWAY 10 IN WELCH GO EAST ON U.S. HIGHWAY 59 AND
 GG0743'STATE HIGHWAY 10 FOR 3.4 MILES TO A CROSS ROAD AND A SIGN
 GG0743'ON THE LEFT MAYBELLE BAPTIST CHURCH 4 MILES.  TURN LEFT AND
 GG0743'GO 2.85 MILES TO A CROSS ROAD AND THE AZIMUTH MARK ON THE
 GG0743'LEFT AS DESCRIBED.  TURN LEFT, WEST, AND GO 0.3 MILE TO THE
 GG0743'HIGHEST PART OF THE HILL AND THE STATION ON THE LEFT AS
 GG0743'DESCRIBED.
 GG0743'
 GG0743'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0558 ***********************************************************************
 GJ0558  DESIGNATION -  BANNER
 GJ0558  PID         -  GJ0558
 GJ0558  STATE/COUNTY-  OK/MAJOR
 GJ0558  COUNTRY     -  US
 GJ0558  USGS QUAD   -  HOMESTEAD (2018)
 GJ0558
 GJ0558                         *CURRENT SURVEY CONTROL
 GJ0558  ______________________________________________________________________
 GJ0558* NAD 83(1993) POSITION- 36 11 15.65168(N) 098 27 01.83939(W)   ADJUSTED
 GJ0558* NAVD 88 ORTHO HEIGHT -   398.    (meters)     1306.    (feet) SCALED
 GJ0558  ______________________________________________________________________
 GJ0558  GEOID HEIGHT    -        -27.467 (meters)                     GEOID18
 GJ0558  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 GJ0558  HORZ ORDER      -  SECOND
 GJ0558
 GJ0558.The horizontal coordinates were established by classical geodetic methods
 GJ0558.and adjusted by the National Geodetic Survey in November 1994.
 GJ0558
 GJ0558.The orthometric height was scaled from a topographic map.
 GJ0558
 GJ0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0558.GEOID18 height accuracy estimate available here.
 GJ0558
 GJ0558.Click photographs - Photos may exist for this station.
 GJ0558
 GJ0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0558
 GJ0558. The following values were computed from the NAD 83(1993) position.
 GJ0558
 GJ0558;                    North         East     Units Scale Factor Converg.
 GJ0558;SPC OK N     -   131,870.705   559,479.092   MT  0.99994547   -0 15 57.1
 GJ0558;SPC OK N     -   432,645.80  1,835,557.65   sFT  0.99994547   -0 15 57.1
 GJ0558;UTM  14      - 4,004,905.233   549,406.763   MT  0.99963008   +0 19 28.0
 GJ0558
 GJ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0558!SPC OK N     -   0.99994182  x   0.99994547  =   0.99988730
 GJ0558!UTM  14      -   0.99994182  x   0.99963008  =   0.99957192
 GJ0558
 GJ0558:                Primary Azimuth Mark                     Grid Az
 GJ0558:SPC OK N     -  BANNER AZ MK                             269 34 07.6
 GJ0558:UTM  14      -  BANNER AZ MK                             268 58 42.5
 GJ0558
 GJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4940604905(NAD 83)
 GJ0558
 GJ0558|---------------------------------------------------------------------|
 GJ0558| PID    Reference Object                     Distance      Geod. Az  |
 GJ0558|                                                           dddmmss.s |
 GJ0558| GJ0557 HOMESTEAD FARMERS CO OP ELEV        APPROX. 7.1 KM 1264832.8 |
 GJ0558| CK8877 BANNER RM 2                                        18228     |
 GJ0558| CK8875 BANNER AZ MK                                       2691810.5 |
 GJ0558| CK8876 BANNER RM 1                          18.483 METERS 27313     |
 GJ0558|---------------------------------------------------------------------|
 GJ0558
 GJ0558                          SUPERSEDED SURVEY CONTROL
 GJ0558
 GJ0558  NAD 83(1986)-  36 11 15.65643(N)    098 27 01.82466(W) AD(       ) 2
 GJ0558  NAD 27      -  36 11 15.52369(N)    098 27 00.54718(W) AD(       ) 2
 GJ0558
 GJ0558.Superseded values are not recommended for survey control.
 GJ0558
 GJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0558.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0558
 GJ0558_MARKER: DS = TRIANGULATION STATION DISK
 GJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0558_STAMPING: BANNER 1963
 GJ0558_MARK LOGO: CGS
 GJ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0558+STABILITY: SURFACE MOTION
 GJ0558
 GJ0558  HISTORY     - Date     Condition        Report By
 GJ0558  HISTORY     - 1963     MONUMENTED       CGS
 GJ0558
 GJ0558                          STATION DESCRIPTION
 GJ0558
 GJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0558'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF
 GJ0558'FAIRVIEW, 3 MILES NORTH AND 3-1/2 MILES WEST OF HOMESTEAD, ON THE
 GJ0558'NORTH RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 GJ0558'
 GJ0558'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND
 GJ0558'STATE HIGHWAY 58 AT THE SOUTH EDGE OF FAIRVIEW, GO SOUTH ON HIGHWAY
 GJ0558'58 FOR 4.2 MILES TO AN ELEVATOR ON THE RIGHT.  CONTINUE SOUTH FOR
 GJ0558'0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRADED ROAD
 GJ0558'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AT A CROSSROAD.
 GJ0558'CONTINUE EAST FOR 0.5 MILE TO THE STATION ON THE LEFT.
 GJ0558'
 GJ0558'THE STATION MARK IS A STANDARD DISK, STAMPED BANNER 1963, SET IN THE
 GJ0558'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0558'16.6 FEET EAST OF AN EAST GATE POST ON THE NORTH SIDE OF THE ROAD,
 GJ0558'4.6 FEET SOUTHWEST OF A FENCE CORNER POST, 29.3 FEET NORTH OF THE
 GJ0558'CENTERLINE OF THE ROAD, 136.1 FEET NORTH-NORTHEAST OF A POWER
 GJ0558'LINE POLE NUMBERED 92 AND 6.6 FEET SOUTHEAST OF A WITNESS POST.
 GJ0558'
 GJ0558'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BANNER NO 1 1963, SET
 GJ0558'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 GJ0558'IT IS 2 FEET WEST OF THE WEST GATE POST ON THE NORTH SIDE OF THE
 GJ0558'ROAD, 136.2 FEET NORTH OF THE POWER LINE POLE, 32.3 FEET NORTH OF
 GJ0558'THE CENTERLINE OF THE ROAD, 47.1 FEET WEST OF THE FENCE CORNER POST
 GJ0558'ON THE NORTH SIDE OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS
 GJ0558'THE STATION.
 GJ0558'
 GJ0558'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BANNER NO 2 1963, SET
 GJ0558'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES,
 GJ0558'72.2 FEET NORTH-NORTHEAST OF THE POWERLINE POLE, 14.4 FEET EAST OF
 GJ0558'AN EAST GATE POST ON THE SOUTH SIDE OF THE ROAD, 30.9 FEET SOUTH
 GJ0558'OF THE CENTERLINE OF THE ROAD, 7.1 FEET WEST OF A FENCE CORNER
 GJ0558'POST ON THE SOUTH SIDE OF THE ROAD AND AT ABOUT THE SAME ELEVATION
 GJ0558'AS THE STATION.
 GJ0558'
 GJ0558'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BANNER 1963, SET IN
 GJ0558'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.  IT
 GJ0558'IS 31.3 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD,
 GJ0558'32.0 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 2.4 FEET
 GJ0558'NORTH OF A POWER LINE POLE AND 2.6 FEET NORTHEAST OF A WITNESS
 GJ0558'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1116 ***********************************************************************
 FJ1116  DESIGNATION -  BANNER COOP ELEVATOR
 FJ1116  PID         -  FJ1116
 FJ1116  STATE/COUNTY-  OK/CANADIAN
 FJ1116  COUNTRY     -  US
 FJ1116  USGS QUAD   -  RICHLAND (2018)
 FJ1116
 FJ1116                         *CURRENT SURVEY CONTROL
 FJ1116  ______________________________________________________________________
 FJ1116* NAD 83(1993) POSITION- 35 30 47.57527(N) 097 51 02.33691(W)   ADJUSTED
 FJ1116  ______________________________________________________________________
 FJ1116  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 FJ1116  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 FJ1116  HORZ ORDER      -  THIRD
 FJ1116
 FJ1116.The horizontal coordinates were established by classical geodetic methods
 FJ1116.and adjusted by the National Geodetic Survey in November 1994.
 FJ1116
 FJ1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1116.GEOID18 height accuracy estimate available here.
 FJ1116
 FJ1116.Click photographs - Photos may exist for this station.
 FJ1116
 FJ1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1116
 FJ1116. The following values were computed from the NAD 83(1993) position.
 FJ1116
 FJ1116;                    North         East     Units Scale Factor Converg.
 FJ1116;SPC OK N     -    56,953.458   613,548.425   MT  1.00001013   +0 05 17.3
 FJ1116;SPC OK N     -   186,854.80  2,012,950.12   sFT  1.00001013   +0 05 17.3
 FJ1116;UTM  14      - 3,930,566.399   604,223.409   MT  0.99973386   +0 40 03.7
 FJ1116
 FJ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0422330566(NAD 83)
 FJ1116
 FJ1116                          SUPERSEDED SURVEY CONTROL
 FJ1116
 FJ1116  NAD 83(1986)-  35 30 47.58051(N)    097 51 02.32133(W) AD(       ) 3
 FJ1116  NAD 27      -  35 30 47.38904(N)    097 51 01.15334(W) AD(       ) 3
 FJ1116
 FJ1116.Superseded values are not recommended for survey control.
 FJ1116
 FJ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1116.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1116
 FJ1116_MARKER: 65 = GRAIN ELEVATOR
 FJ1116
 FJ1116  HISTORY     - Date     Condition        Report By
 FJ1116  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1116  HISTORY     - 20040630 GOOD             USPSQD
 FJ1116
 FJ1116                          STATION DESCRIPTION
 FJ1116
 FJ1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1116'THE STATION IS THE VENTILATOR ON TOP OF THE HEADHOUSE OF
 FJ1116'THE WHITE CONCRETE ELEVATOR APPROXIMATELY 140 FEET HIGH.
 FJ1116'THE ELEVATOR IS OWNED AND OPERATED BY THE BANNER CO-OP ELEVATOR
 FJ1116'ASSN.
 FJ1116
 FJ1116                          STATION RECOVERY (2004)
 FJ1116
 FJ1116'RECOVERY NOTE BY US POWER SQUADRON 2004
 FJ1116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1095 ***********************************************************************
 FH1095  DESIGNATION -  BARBER
 FH1095  PID         -  FH1095
 FH1095  STATE/COUNTY-  OK/WAGONER
 FH1095  COUNTRY     -  US
 FH1095  USGS QUAD   -  WAGONER WEST (2018)
 FH1095
 FH1095                         *CURRENT SURVEY CONTROL
 FH1095  ______________________________________________________________________
 FH1095* NAD 83(1993) POSITION- 35 58 12.31610(N) 095 25 31.37753(W)   ADJUSTED
 FH1095* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 FH1095  ______________________________________________________________________
 FH1095  GEOID HEIGHT    -        -29.293 (meters)                     GEOID18
 FH1095  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 FH1095  HORZ ORDER      -  FIRST
 FH1095
 FH1095.The horizontal coordinates were established by classical geodetic methods
 FH1095.and adjusted by the National Geodetic Survey in November 1994.
 FH1095
 FH1095.The orthometric height was scaled from a topographic map.
 FH1095
 FH1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1095.GEOID18 height accuracy estimate available here.
 FH1095
 FH1095.Click photographs - Photos may exist for this station.
 FH1095
 FH1095.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1095
 FH1095. The following values were computed from the NAD 83(1993) position.
 FH1095
 FH1095;                    North         East     Units Scale Factor Converg.
 FH1095;SPC OK N     -   110,712.525   832,186.104   MT  0.99995131   +1 31 09.9
 FH1095;SPC OK N     -   363,229.34  2,730,263.91   sFT  0.99995131   +1 31 09.9
 FH1095;UTM  15      - 3,983,350.505   281,303.085   MT  1.00018937   -1 25 30.5
 FH1095
 FH1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1095!SPC OK N     -   0.99997256  x   0.99995131  =   0.99992388
 FH1095!UTM  15      -   0.99997256  x   1.00018937  =   1.00016193
 FH1095
 FH1095:                Primary Azimuth Mark                     Grid Az
 FH1095:SPC OK N     -  BARBER AZ MK 2                           149 17 24.8
 FH1095:UTM  15      -  BARBER AZ MK 2                           152 14 05.2
 FH1095
 FH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8130383350(NAD 83)
 FH1095
 FH1095|---------------------------------------------------------------------|
 FH1095| PID    Reference Object                     Distance      Geod. Az  |
 FH1095|                                                           dddmmss.s |
 FH1095| FH1076 WAGONER MUNICIPAL TANK              APPROX. 4.7 KM 1045840.2 |
 FH1095| CI0160 BARBER RM 1                          17.754 METERS 11959     |
 FH1095| CI0158 BARBER AZ MK                                       1450232.2 |
 FH1095| CI0159 BARBER AZ MK 2                                     1504834.7 |
 FH1095| CI0161 BARBER RM 2                          11.359 METERS 21246     |
 FH1095| FH1140 PORTER BLACK WATER TANK             APPROX.14.6 KM 2171554.9 |
 FH1095|---------------------------------------------------------------------|
 FH1095
 FH1095                          SUPERSEDED SURVEY CONTROL
 FH1095
 FH1095  NAD 83(1986)-  35 58 12.33911(N)    095 25 31.36159(W) AD(       ) 1
 FH1095  NAD 27      -  35 58 11.97800(N)    095 25 30.46700(W) AD(       ) 1
 FH1095
 FH1095.Superseded values are not recommended for survey control.
 FH1095
 FH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1095.See file dsdata.pdf to determine how the superseded data were derived.
 FH1095
 FH1095_MARKER: DS = TRIANGULATION STATION DISK
 FH1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1095_STAMPING: BARBER 1940
 FH1095_MARK LOGO: CGS
 FH1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1095+STABILITY: SURFACE MOTION
 FH1095
 FH1095  HISTORY     - Date     Condition        Report By
 FH1095  HISTORY     - 1940     MONUMENTED       CGS
 FH1095  HISTORY     - 1960     GOOD             CGS
 FH1095  HISTORY     - 1961     GOOD             CGS
 FH1095
 FH1095                          STATION DESCRIPTION
 FH1095
 FH1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1095'STATION IS LOCATED ABOUT 3.0 MILES WNW OF WAGONER, ON THE
 FH1095'HIGHEST POINT OF A PROMINENT MOUND WHICH IS BARE ON TOP EXCEPT
 FH1095'FOR A FEW SMALL TREES ON THE S EDGE.
 FH1095'
 FH1095'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 FH1095'DISKS SET IN CONCRETE.
 FH1095'
 FH1095'STATION MARK IS 74.5 FEET N OF FENCE AND 80 FEET N OF THE N
 FH1095'EDGE OF A CLUMP OF TREES, PROJECTS ABOUT 6 INCHES ABOVE THE
 FH1095'GROUND, AND IS STAMPED BARBER 1940.
 FH1095'
 FH1095'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A 5-INCH
 FH1095'GALVANIZED-IRON PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 FH1095'GROUND, AND IS STAMPED BARBER NO.1, 1940.  IT IS ABOUT 1.0
 FH1095'FOOT LOWER THAN THE STATION AND 45.0 FEET N OF FENCE.  REFERENCE
 FH1095'MARK NO.2 IS A STANDARD BRONZE DISK SET IN BEDROCK FLUSH WITH
 FH1095'THE GROUND, AND IS STAMPED BARBER NO.2, 1940.  IT IS ABOUT
 FH1095'1.0 FOOT LOWER THAN THE STATION, AND 43.5 FEET N OF THE FENCE.
 FH1095'
 FH1095'AZIMUTH MARK IS 1.0 FOOT N OF FENCE, 31.0 FEET S OF THE CENTER
 FH1095'LINE OF STATE HIGHWAY 51, AND 20.0 FEET E OF THE E GATEPOST
 FH1095'OF ENTRANCE TO FIELD.  THE MARK PROJECTS 6 INCHES ABOVE THE
 FH1095'GROUND, AND IS STAMPED BARBER 1940.
 FH1095'
 FH1095'STATION IS REACHED AS FOLLOWS- FROM THE COURT HOUSE IN WAGONER
 FH1095'GO W ON STATE HIGHWAY 51 2.5 MILES TO THE AZIMUTH MARK ON
 FH1095'THE RIGHT.  CONTINUE 0.25 MILE TO A CROSS ROAD.  TURN RIGHT
 FH1095'(N) AND GO 0.7 MILE TO ROAD ENTERING FARM ON LEFT (W).  TURN
 FH1095'LEFT INTO FARM AND GO 0.1 MILE W TO GATE.  PASS THROUGH GATE
 FH1095'AND GO 0.15 MILE NW UP HILL TO FENCE AT TOP AND STATION.
 FH1095
 FH1095                          STATION RECOVERY (1960)
 FH1095
 FH1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1095'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 FH1095'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 FH1095'AND HAS APPARENTLY BEEN DESTROYED AS THE HIGHWAY HAS BEEN
 FH1095'WIDENED.
 FH1095'
 FH1095'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WAGONER
 FH1095'IS ADEQUATE
 FH1095
 FH1095                          STATION RECOVERY (1961)
 FH1095
 FH1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 FH1095'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 FH1095'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 FH1095'AND HAD EVIDENTLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 FH1095'
 FH1095'A NEW AZIMUTH MARK WAS ESTABLISHED IN THE VICINITY OF THE
 FH1095'ORIGINAL MARK.  IT IS ABOUT 0.05 MILE EAST OF A FARMHOUSE,
 FH1095'58.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 FH1095'NORTHEAST OF A FENCE CORNER AND 2 FEET WEST OF A CONCRETE
 FH1095'RIGHT OF WAY POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 FH1095'DISK IS STAMPED BARBER 1940 RESET 1961.
 FH1095'
 FH1095'TO REACH FROM WAGONER, FROM THE COURT HOUSE, GO WEST ON STATE
 FH1095'HIGHWAY 51 FOR 1.2 MILES TO JUNCTION WITH U.S. HIGHWAY 69,
 FH1095'CONTINUE WEST ON STATE HIGHWAY 51 FOR 1.35 MILES TO THE
 FH1095'AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.2 MILE TO A
 FH1095'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.7 MILE TO A
 FH1095'FARM ROAD ON LEFT, TURN LEFT AND GO WEST FOR 0.1 MILE TO A
 FH1095'GATE SOUTHEAST OF HOUSE, PASS THROUGH GATE AND GO WEST AND
 FH1095'NORTHWEST FOR ABOUT 0.2 MILE TO SUMMIT OF HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0958 ***********************************************************************
 GK0958  DESIGNATION -  BARBY
 GK0958  PID         -  GK0958
 GK0958  STATE/COUNTY-  OK/BEAVER
 GK0958  COUNTRY     -  US
 GK0958  USGS QUAD   -  LOGAN NE (2018)
 GK0958
 GK0958                         *CURRENT SURVEY CONTROL
 GK0958  ______________________________________________________________________
 GK0958* NAD 83(1997) POSITION- 36 44 17.09000(N) 100 03 29.15936(W)   ADJUSTED
 GK0958* NAVD 88 ORTHO HEIGHT -   729.    (meters)     2392.    (feet) SCALED
 GK0958  ______________________________________________________________________
 GK0958  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 GK0958  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 GK0958  HORZ ORDER      -  FIRST
 GK0958
 GK0958.The horizontal coordinates were established by classical geodetic methods
 GK0958.and adjusted by the National Geodetic Survey in October 1998.
 GK0958
 GK0958.The orthometric height was scaled from a topographic map.
 GK0958
 GK0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0958.GEOID18 height accuracy estimate available here.
 GK0958
 GK0958.Click photographs - Photos may exist for this station.
 GK0958
 GK0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0958
 GK0958. The following values were computed from the NAD 83(1997) position.
 GK0958
 GK0958;                    North         East     Units Scale Factor Converg.
 GK0958;SPC OK N     -   194,799.200   416,193.357   MT  0.99999491   -1 12 52.5
 GK0958;SPC OK N     -   639,103.71  1,365,461.04   sFT  0.99999491   -1 12 52.5
 GK0958;UTM  14      - 4,066,339.241   405,530.964   MT  0.99970995   -0 37 58.6
 GK0958
 GK0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0958!SPC OK N     -   0.99988989  x   0.99999491  =   0.99988480
 GK0958!UTM  14      -   0.99988989  x   0.99970995  =   0.99959988
 GK0958
 GK0958:                Primary Azimuth Mark                     Grid Az
 GK0958:SPC OK N     -  BARBY AZ MK                              180 54 30.4
 GK0958:UTM  14      -  BARBY AZ MK                              180 19 36.5
 GK0958
 GK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0553066339(NAD 83)
 GK0958
 GK0958|---------------------------------------------------------------------|
 GK0958| PID    Reference Object                     Distance      Geod. Az  |
 GK0958|                                                           dddmmss.s |
 GK0958| CK8878 BARBY AZ MK                                        1794137.9 |
 GK0958| CK8880 BARBY RM 2                            9.071 METERS 18440     |
 GK0958| CK8879 BARBY RM 1                            9.485 METERS 35542     |
 GK0958|---------------------------------------------------------------------|
 GK0958
 GK0958                          SUPERSEDED SURVEY CONTROL
 GK0958
 GK0958  NAD 83(1993)-  36 44 17.09234(N)    100 03 29.15818(W) AD(       ) 1
 GK0958  NAD 83(1986)-  36 44 17.09283(N)    100 03 29.15320(W) AD(       ) 1
 GK0958  NAD 27      -  36 44 16.97817(N)    100 03 27.66777(W) AD(       ) 1
 GK0958
 GK0958.Superseded values are not recommended for survey control.
 GK0958
 GK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0958.See file dsdata.pdf to determine how the superseded data were derived.
 GK0958
 GK0958_MARKER: DE = TRAVERSE STATION DISK
 GK0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0958_STAMPING: BARBY 1970
 GK0958_MARK LOGO: CGS
 GK0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0958+STABILITY: SURFACE MOTION
 GK0958
 GK0958  HISTORY     - Date     Condition        Report By
 GK0958  HISTORY     - 1970     MONUMENTED       NGS
 GK0958
 GK0958                          STATION DESCRIPTION
 GK0958
 GK0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GK0958'STATION IS LOCATED ABOUT 9-1/2 MILES WEST-NORTHWEST OF LAVERNE, 8
 GK0958'MILES SOUTH OF GATE ON THE HIGHEST RIDGE IN THE VICINTY, ON THE WEST
 GK0958'SIDE OF ROAD.
 GK0958'
 GK0958'TO REACH FROM THE POST OFFICE IN GATE, GO WEST ON U. S. HIGHWAY 64
 GK0958'FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON SURFACED
 GK0958'ROAD FOR 2.4 MILES TO THE END OF SURFACED ROAD.  CONTINUE SOUTH ON
 GK0958'BLADED ROAD FOR 2.1 MILES TO A BRIDGE OVER THE NORTH CANADIAN RIVER,
 GK0958'CONTINUE SOUTH ON BLADED ROAD FOR 3.7 MILES TO A CATTLE GUARD ON THE
 GK0958'RIGHT AND A POWER LINE RUNNING TO SOME OIL WELL PUMPS TO THE
 GK0958'WEST, STATION ON THE RIGHT JUST SOUTH OF CATTLE GUARD.  CONTINUE
 GK0958'SOUTH TO A CROSS ROAD AND AZIMUTH MARK, A DISTANCE OF 0.45
 GK0958'MILE, SET ON WEST SIDE OF ROAD, IN THE SOUTHWEST CORNER OF ROAD.
 GK0958'
 GK0958'THE STATION AND UNDER GROUND MARKS ARE STANDARD TRAVERSE DISK
 GK0958'STAMPED, BARBY 1970, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 GK0958'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 74 FEET
 GK0958'SOUTH OF A DIRT ROAD LEADING TO CATTLE GUARD, 48 FEET WEST OF
 GK0958'CENTER OF BLADED ROAD, 32 FEET SOUTH OF A POWER LINE POLE, 3.1
 GK0958'FEET EAST OF METAL WITNESS POST, 3.1 FEET EAST OF A FENCE, ALONG
 GK0958'THE WEST SIDE OF ROAD AND HIGHEST PART OF RIDGE.
 GK0958'
 GK0958'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BARBY NO 1 1970, SET IN
 GK0958'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES ABOVE
 GK0958'THE SURFACE OF THE GROUND.  IT IS 48 FEET WEST OF CENTER OF BLADED
 GK0958'ROAD, 42 FEET SOUTH OF DIRT ROAD LEADING TO CATTLE GUARD, 31.5
 GK0958'FEET NORTH OF METAL WITNESS POST, 3 FEET EAST OF A POWER LINE
 GK0958'POLE, 1 FOOT EAST OF A FENCE, ALONG THE WEST SIDE OF ROAD.
 GK0958'
 GK0958'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BARBY NO 2 1970, SET IN
 GK0958'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES ABOVE
 GK0958'THE SURFACE OF THE GROUND.  IT IS 50 FEET WEST OF CENTER OF BLADED
 GK0958'ROAD 29.2 FEET SOUTH OF A METAL WITNESS POST, 0.7 FOOT EAST OF
 GK0958'FENCE, ALONG THE WEST SIDE OF ROAD.
 GK0958'
 GK0958'AZIMUTH MARK IS A STANDARD DISK STAMPED, BARBY 1970, SET IN THE TOP
 GK0958'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES ABOVE THE
 GK0958'SURFACE OF THE GROUND.  IT IS 50 FEET WEST OF A NORTH-SOUTH ROAD,
 GK0958'44 FEET SOUTH OF A EAST-WEST ROAD, 2.7 FEET NORTHEAST OF A POWER
 GK0958'LINE POLE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, 0.8 FOOT EAST
 GK0958'OF A FENCE, ALONG THE WEST SIDE OF NORTH-SOUTH BLADED ROAD.
 GK0958'
 GK0958'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0752 ***********************************************************************
 GG0752  DESIGNATION -  BARKER
 GG0752  PID         -  GG0752
 GG0752  STATE/COUNTY-  OK/CRAIG
 GG0752  COUNTRY     -  US
 GG0752  USGS QUAD   -  WELCH NW (2019)
 GG0752
 GG0752                         *CURRENT SURVEY CONTROL
 GG0752  ______________________________________________________________________
 GG0752* NAD 83(1997) POSITION- 36 56 06.17439(N) 095 07 39.44394(W)   ADJUSTED
 GG0752* NAVD 88 ORTHO HEIGHT -   295.1   (meters)      968.    (feet) VERTCON3
 GG0752  ______________________________________________________________________
 GG0752  GEOID HEIGHT    -        -29.582 (meters)                     GEOID18
 GG0752  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 GG0752  HORZ ORDER      -  FIRST
 GG0752
 GG0752.The horizontal coordinates were established by classical geodetic methods
 GG0752.and adjusted by the National Geodetic Survey in October 1998.
 GG0752
 GG0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0752
 GG0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0752.GEOID18 height accuracy estimate available here.
 GG0752
 GG0752.Click photographs - Photos may exist for this station.
 GG0752
 GG0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0752
 GG0752. The following values were computed from the NAD 83(1997) position.
 GG0752
 GG0752;                    North         East     Units Scale Factor Converg.
 GG0752;SPC OK N     -   218,494.863   855,864.001   MT  1.00003506   +1 41 42.4
 GG0752;SPC OK N     -   716,845.23  2,807,947.14   sFT  1.00003506   +1 41 42.4
 GG0752;UTM  15      - 4,089,781.734   310,519.334   MT  1.00004231   -1 16 44.0
 GG0752
 GG0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0752!SPC OK N     -   0.99995833  x   1.00003506  =   0.99999339
 GG0752!UTM  15      -   0.99995833  x   1.00004231  =   1.00000064
 GG0752
 GG0752:                Primary Azimuth Mark                     Grid Az
 GG0752:SPC OK N     -  BARKER AZ MK 2                           007 58 24.9
 GG0752:UTM  15      -  BARKER AZ MK 2                           010 56 51.3
 GG0752
 GG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1051989781(NAD 83)
 GG0752
 GG0752|---------------------------------------------------------------------|
 GG0752| PID    Reference Object                     Distance      Geod. Az  |
 GG0752|                                                           dddmmss.s |
 GG0752| CI0162 BARKER AZ MK                                       0094037.7 |
 GG0752| CI0163 BARKER AZ MK 2                                     0094007.3 |
 GG0752| HE0748 CHETOPA MUNICIPAL TANK              APPROX.11.9 KM 0133558.6 |
 GG0752| CI0164 BARKER RM 1                          28.285 METERS 03215     |
 GG0752| GG0745 WELCH MUNICIPAL TANK                APPROX. 7.2 KM 1502507.4 |
 GG0752| CI0165 BARKER RM 2                          24.969 METERS 29218     |
 GG0752|---------------------------------------------------------------------|
 GG0752
 GG0752                          SUPERSEDED SURVEY CONTROL
 GG0752
 GG0752  NAD 83(1993)-  36 56 06.17703(N)    095 07 39.44426(W) AD(       ) 1
 GG0752  NAD 83(1986)-  36 56 06.19268(N)    095 07 39.43282(W) AD(       ) 1
 GG0752  NAD 27      -  36 56 05.91819(N)    095 07 38.57650(W) AD(       ) 1
 GG0752  NGVD 29 (07/19/86)  295.0    (m)          968.     (f) VERT ANG       
 GG0752
 GG0752.Superseded values are not recommended for survey control.
 GG0752
 GG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0752.See file dsdata.pdf to determine how the superseded data were derived.
 GG0752
 GG0752_MARKER: DS = TRIANGULATION STATION DISK
 GG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0752_STAMPING: BARKER 1958
 GG0752_MARK LOGO: CGS
 GG0752_PROJECTION: FLUSH
 GG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0752+STABILITY: SURFACE MOTION
 GG0752
 GG0752  HISTORY     - Date     Condition        Report By
 GG0752  HISTORY     - 1958     MONUMENTED       CGS
 GG0752  HISTORY     - 1966     GOOD             CGS
 GG0752  HISTORY     - 1975     GOOD             NGS
 GG0752
 GG0752                          STATION DESCRIPTION
 GG0752
 GG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0752'THE STATION IS LOCATED ON A PASTURE RIDGE, ABOUT 5 MILES
 GG0752'NORTHWEST OF WELCH, ABOUT 150 YARDS SOUTH OF A OLD FENCE LINE
 GG0752'AND 4 FEET NORTH-NORTHEAST OF A WITNESS POST.  THE MARK IS SET
 GG0752'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BARKER
 GG0752'1958.
 GG0752'
 GG0752'REFERENCE MARK NO. 1 IS SET ON THE NORTH SIDE OF THE HILL.
 GG0752'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GG0752'IS STAMPED BARKER NO 1 1958.
 GG0752'
 GG0752'REFERENCE MARK NO. 2 IS SET ON THE WEST SIDE OF THE HILL.
 GG0752'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GG0752'STAMPED BARKER NO 2 1958.
 GG0752'
 GG0752'AZIMUTH MARK IS 94 FEET WEST-NORTHWEST OF A T-INTERSECTION, 17
 GG0752'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET WEST OF A
 GG0752'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 GG0752'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GG0752'STAMPED BARKER 1958.
 GG0752'
 GG0752'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GG0752'NO. 59 AND STATE HIGHWAY NO. 10 IN THE WEST EDGE OF WELCH,
 GG0752'GO NORTH ON U.S. HIGHWAY NO. 59 FOR 4.1 MILES TO A CROSSROAD,
 GG0752'TURN LEFT AND GO WEST ON A DIRT ROAD FOR 2.0 MILES TO A
 GG0752'T-INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.7 MILE TO A
 GG0752'T-INTERSECTION AND THE AZIMUTH MARK AS DESCRIBED, TURN LEFT
 GG0752'AND GO WEST FOR 0.4 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT,
 GG0752'PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.3 MILE TO A DIM
 GG0752'TRACK ROAD ON THE LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.1
 GG0752'MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 GG0752'SOUTHERLY FOR 0.2 MILE TO THE TOP OF RIDGE AND THE STATION
 GG0752'AS DESCRIBED.
 GG0752'
 GG0752'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GG0752
 GG0752                          STATION RECOVERY (1966)
 GG0752
 GG0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0752'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 GG0752'WERE RECOVERED AS DESCRIBED IN 1958 BY R.L.E.
 GG0752
 GG0752                          STATION RECOVERY (1975)
 GG0752
 GG0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GG0752'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 GG0752'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 GG0752'LYING ON TOP THE GROUND IN A FENCELINE.  THE DISTANCES AND
 GG0752'DIRECTIONS TO THE REFERENCE MARKS COMPARED GOOD WITH THE 1958
 GG0752'DATA.  THE AZIMUTH MARK WAS RESET THIS DATE.  FOLLOWING IS A NEW
 GG0752'COMPLETE DESCRIPTION--
 GG0752'
 GG0752'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF WELCH, ON TOP OF
 GG0752'A RIDGE IN A PASTURE LAND OWNED BY MR. ALVIN D. MAUK THAT LIVES ABOUT
 GG0752'1/2 MILE NORTHWEST OF THE STATION.
 GG0752'
 GG0752'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 GG0752'HIGHWAYS 10 AND 2 AT THE WEST EDGE OF WELCH, GO NORTH ON HIGHWAY 59
 GG0752'FOR 4.45 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 GG0752'ROAD FOR 2.1 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH
 GG0752'ON A GRAVELED ROAD FOR 0.8 MILE TO A T-INTERSECTION, AND THE AZIMUTH
 GG0752'MARK AS DESCRIBED.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 GG0752'0.55 MILE TO DRIVEWAY TO MR. MAUKS FARM YARD.  TURN LEFT ON
 GG0752'DRIVEWAY, PASS THE HOUSE THEN TURN LEFT AND GO EAST AND SOUTH
 GG0752'ACROSS PASTURE LAND FOR 0.8 MILE TO TOP OF RIDGE AND THE STATION.
 GG0752'
 GG0752'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BARKER 1958, SET
 GG0752'IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GG0752'THE GROUND SURFACE AND IS NEAR THE SOUTH EDGE OF THE RIDGE AND
 GG0752'ABOUT 0.1 MILE WEST OF THE NORTH-SOUTH GRAVELED ROAD.
 GG0752'
 GG0752'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARKER NO 1 1958, SET IN
 GG0752'THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0752'SURFACE OF THE GROUND AND IS NEAR NORTH EDGE OF THE RIDGE.
 GG0752'
 GG0752'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARKER NO 2 1958, SET IN
 GG0752'THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0752'SURFACE OF THE GROUND.
 GG0752'
 GG0752'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARKER 1958 RESET 1975,
 GG0752'SET IN THE TOP OF A 12 INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 GG0752'INCHES ABOVE THE SURFACE OF THE GROUND. IT IS ABOUT 75 FEET
 GG0752'WEST-NORTHWEST OF THE T-INTERSECTION,18 FEET NORTH OF THE CENTER
 GG0752'OF THE EAST-WEST GRAVELED ROAD, 2.5 FEET EAST OF A METAL WITNESS
 GG0752'POST AND 1 FOOT SOUTH OF A FENCE.
 GG0752'
 GG0752'NOTE--THE WELCH, MUNICIPAL WATER TANK 1958 HAD BEEN REMOVED AND A
 GG0752'NEW MUNICIPAL STANDPIPE WAS ERRECTED NEAR SAME LOCATION.
 GG0752'
 GG0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 GG0752'WEST OF WELCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0811 ***********************************************************************
 GK0811  DESIGNATION -  BARNES
 GK0811  PID         -  GK0811
 GK0811  STATE/COUNTY-  OK/TEXAS
 GK0811  COUNTRY     -  US
 GK0811  USGS QUAD   -  HARDESTY SE (2018)
 GK0811
 GK0811                         *CURRENT SURVEY CONTROL
 GK0811  ______________________________________________________________________
 GK0811* NAD 83(1997) POSITION- 36 36 06.23491(N) 101 05 53.75542(W)   ADJUSTED
 GK0811* NAVD 88 ORTHO HEIGHT -   863.4   (meters)     2833.    (feet) VERTCON3
 GK0811  ______________________________________________________________________
 GK0811  GEOID HEIGHT    -        -27.089 (meters)                     GEOID18
 GK0811  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 GK0811  HORZ ORDER      -  FIRST
 GK0811
 GK0811.The horizontal coordinates were established by classical geodetic methods
 GK0811.and adjusted by the National Geodetic Survey in October 1998.
 GK0811
 GK0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0811
 GK0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0811.GEOID18 height accuracy estimate available here.
 GK0811
 GK0811.Click photographs - Photos may exist for this station.
 GK0811
 GK0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0811
 GK0811. The following values were computed from the NAD 83(1997) position.
 GK0811
 GK0811;                    North         East     Units Scale Factor Converg.
 GK0811;SPC OK N     -   182,143.104   322,840.782   MT  0.99997406   -1 49 42.4
 GK0811;SPC OK N     -   597,581.17  1,059,186.80   sFT  0.99997406   -1 49 42.4
 GK0811;SPC TX N     - 1,288,724.731   235,949.081   MT  1.00012447   +0 13 58.2
 GK0811;SPC TX N     - 4,228,091.05    774,109.61   sFT  1.00012447   +0 13 58.2
 GK0811;UTM  14      - 4,052,742.230   312,323.166   MT  1.00003397   -1 15 05.2
 GK0811
 GK0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0811!SPC OK N     -   0.99986876  x   0.99997406  =   0.99984283
 GK0811!SPC TX N     -   0.99986876  x   1.00012447  =   0.99999322
 GK0811!UTM  14      -   0.99986876  x   1.00003397  =   0.99990273
 GK0811
 GK0811:                Primary Azimuth Mark                     Grid Az
 GK0811:SPC OK N     -  CLARK MONUMENT 10                        177 26 56.0
 GK0811:SPC TX N     -  CLARK MONUMENT 10                        175 23 15.4
 GK0811:UTM  14      -  CLARK MONUMENT 10                        176 52 18.8
 GK0811
 GK0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1232352742(NAD 83)
 GK0811
 GK0811|---------------------------------------------------------------------|
 GK0811| PID    Reference Object                     Distance      Geod. Az  |
 GK0811|                                                           dddmmss.s |
 GK0811| CM8350 BARNES RM 1                          36.503 METERS 01403     |
 GK0811| CM8352 BARNES RM 3                          17.675 METERS 16233     |
 GK0811| GK0830 CLARK MONUMENT 10                   APPROX.11.3 KM 1753713.6 |
 GK0811| CM8351 BARNES RM 2 AZIMUTH                                2721800.7 |
 GK0811| GK0812 HARDESTY GRAIN ELEVATOR SW COR      APPROX. 8.4 KM 2791654.2 |
 GK0811|---------------------------------------------------------------------|
 GK0811
 GK0811                          SUPERSEDED SURVEY CONTROL
 GK0811
 GK0811  NAD 83(1993)-  36 36 06.23485(N)    101 05 53.75546(W) AD(       ) 1
 GK0811  NAD 83(1986)-  36 36 06.23844(N)    101 05 53.74160(W) AD(       ) 1
 GK0811  NAD 27      -  36 36 06.15100(N)    101 05 52.17500(W) AD(       ) 1
 GK0811  NGVD 29 (07/19/86)  863.1    (m)         2832.     (f) VERT ANG       
 GK0811
 GK0811.Superseded values are not recommended for survey control.
 GK0811
 GK0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0811.See file dsdata.pdf to determine how the superseded data were derived.
 GK0811
 GK0811_MARKER: DS = TRIANGULATION STATION DISK
 GK0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0811_STAMPING: BARNES 1931
 GK0811_MARK LOGO: CGS
 GK0811_PROJECTION: FLUSH
 GK0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0811+STABILITY: SURFACE MOTION
 GK0811
 GK0811  HISTORY     - Date     Condition        Report By
 GK0811  HISTORY     - 1931     MONUMENTED       CGS
 GK0811  HISTORY     - 1968     GOOD             USAF
 GK0811  HISTORY     - 1969     GOOD             CGS
 GK0811
 GK0811                          STATION DESCRIPTION
 GK0811
 GK0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0811'STATION IS AT THE SW CORNER OF ROAD INTERSECTION, ON LAND
 GK0811'OWNED AND OCCUPIED BY WALLACE BARNES, 150 FEET N OF HIS HOUSE,
 GK0811'IN SEC. 34, T 2 N, R 18 E, 60 FEET W OF CENTER LINE OF N-S ROAD,
 GK0811'80 FEET S OF CENTER LINE OF E-W ROAD, AND 110 FEET SW OF CORNER
 GK0811'STONE AT INTERSECTION OF CROSSROADS.
 GK0811'
 GK0811'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0811'DISKS SET IN CONCRETE POSTS.
 GK0811'
 GK0811'REFERENCE MARK NO. 1 IS 45 FEET NW OF CENTER OF CROSSROADS,
 GK0811'5.4 FEET FROM INTERSECTION OF FENCE LINES, AND 119.9 FEET FROM
 GK0811'STATION, N 14 DEG 03 MIN E.
 GK0811'
 GK0811'REFERENCE MARK NO. 2 IS JUST S OF FENCE LINE, AND ABOUT 0.25
 GK0811'MILE FROM STATION, N 87 DEG 42 MIN W.
 GK0811'
 GK0811'BEARING FROM STATION OF HARDESTY, GRAIN ELEVATOR, SW CORNER,
 GK0811'IS N 80 DEG 43 MIN W.
 GK0811'
 GK0811'TO REACH STATION FROM HARDESTY GO E TO POINT 2.3 MILES E OF
 GK0811'RAILROAD CROSSING WHERE TRUNK LINE TURNS S, THENCE S 1 MILE,
 GK0811'THENCE E 3 MILES TO ROAD INTERSECTION AND STATION.
 GK0811
 GK0811                          STATION RECOVERY (1968)
 GK0811
 GK0811'RECOVERY NOTE BY US AIR FORCE 1968 (PD)
 GK0811'STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 GK0811'AND FOUND IN GOOD CONDITION.
 GK0811'
 GK0811'REFERENCE MARK NO. 2 WAS SEARCHED FOR AT THIS TIME BUT WAS NOT
 GK0811'FOUND.
 GK0811'
 GK0811'THERE IS NO LONGER A LINE OF SIGHT FROM THE STATION TO HARDESTY GRAIN
 GK0811'ELEVATOR DUE TO THE ERECTION OF A HOUSE SINCE THE STATION WAS PUT
 GK0811'IN.
 GK0811
 GK0811                          STATION RECOVERY (1969)
 GK0811
 GK0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0811'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 GK0811'
 GK0811'REFERENCE MARK NO. 2 WAS FOUND DESTROYED BY GRADER OPERATIONS.
 GK0811'REFERENCE MARK NO. 3 WAS SET.  NO OBJECTS VISIBLE FROM GROUND LEVEL
 GK0811'AT THE STATION TO SET AN AZIMUTH MARK.
 GK0811'
 GK0811'STATION, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 GK0811'AND STAMPED BARNES 1931, IS 83 FEET SOUTH OF THE CENTERLINE OF AN
 GK0811'EASTWEST ROAD, 65-1/2 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 GK0811'ROAD AND 52 FEET SOUTHWEST OF A POWERLINE POLE.  THE MARK IS FLUSH
 GK0811'WITH THE GROUND.
 GK0811'
 GK0811'TO REACH FROM THE POST OFFICE IN HARDESTY, GO EAST ON STATE HIGHWAY
 GK0811'3 FOR 0.05 MILE TO RAILROAD CROSSINGS.  CONTINUE EAST ON STATE
 GK0811'HIGHWAY NO. 3 FOR 5.6 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH
 GK0811'ON SURFACED ROAD FOR 1.0 MILE TO CROSSROADS AND STATION AS
 GK0811'DESCRIBED.
 GK0811'
 GK0811'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 GK0811'CONCRETE POST AND STAMPED BARNES NO 1 1931, IS 38 FEET WEST OF THE
 GK0811'CENTERLINE OF NORTH-SOUTH ROAD, 34 FEET NORTH OF THE CENTERLINE OF
 GK0811'AN EAST-WEST ROAD, 15-1/2 FEET EAST-NORTHEAST OF A POWERLINE POLE
 GK0811'AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 GK0811'
 GK0811'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 GK0811'CONCRETE POST AND STAMPED BARNES 1931 NO 3 1969, IS 105 FEET SOUTH
 GK0811'OF A POWERLINE POLE AND 49 FEET WEST OF THE CENTERLINE OF
 GK0811'NORTH-SOUTH ROAD.
 GK0811'
 GK0811'THE MARK PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0587 ***********************************************************************
 FK0587  DESIGNATION -  BART
 FK0587  PID         -  FK0587
 FK0587  STATE/COUNTY-  OK/KIOWA
 FK0587  COUNTRY     -  US
 FK0587  USGS QUAD   -  CAMBRIDGE (2018)
 FK0587
 FK0587                         *CURRENT SURVEY CONTROL
 FK0587  ______________________________________________________________________
 FK0587* NAD 83(1993) POSITION- 35 00 22.81343(N) 099 10 22.74026(W)   ADJUSTED
 FK0587* NAVD 88 ORTHO HEIGHT -   485.6   (meters)     1593.    (feet) VERTCON3
 FK0587  ______________________________________________________________________
 FK0587  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 FK0587  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 FK0587  HORZ ORDER      -  FIRST
 FK0587
 FK0587.The horizontal coordinates were established by classical geodetic methods
 FK0587.and adjusted by the National Geodetic Survey in November 1994.
 FK0587
 FK0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0587
 FK0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0587.GEOID18 height accuracy estimate available here.
 FK0587
 FK0587.Click photographs - Photos may exist for this station.
 FK0587
 FK0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0587
 FK0587. The following values were computed from the NAD 83(1993) position.
 FK0587
 FK0587;                    North         East     Units Scale Factor Converg.
 FK0587;SPC OK S     -   186,200.299   492,935.119   MT  0.99996301   -0 39 56.9
 FK0587;SPC OK S     -   610,892.15  1,617,237.97   sFT  0.99996301   -0 39 56.9
 FK0587;UTM  14      - 3,873,759.490   484,216.187   MT  0.99960307   -0 05 57.2
 FK0587
 FK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0587!SPC OK S     -   0.99992783  x   0.99996301  =   0.99989084
 FK0587!UTM  14      -   0.99992783  x   0.99960307  =   0.99953093
 FK0587
 FK0587:                Primary Azimuth Mark                     Grid Az
 FK0587:SPC OK S     -  BART AZ MK                               076 59 16.4
 FK0587:UTM  14      -  BART AZ MK                               076 25 16.7
 FK0587
 FK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8421673759(NAD 83)
 FK0587
 FK0587|---------------------------------------------------------------------|
 FK0587| PID    Reference Object                     Distance      Geod. Az  |
 FK0587|                                                           dddmmss.s |
 FK0587| FK0589 SENTINEL TELEVUE TV MAST            APPROX.17.2 KM 0002948.6 |
 FK0587| FK0582 HOBART VUMORE CO TV MAST            APPROX. 8.5 KM 0665125.6 |
 FK0587| CK8881 BART RM 1                            12.538 METERS 07154     |
 FK0587| FK0585 HOBART PUB SERVICE CO MAST          APPROX. 8.1 KM 0754732.7 |
 FK0587| FK0581 HOBART SE MUNICIPAL TANK            APPROX. 7.9 KM 0755419.6 |
 FK0587| FK0588 BART AZ MK                          APPROX. 2.0 KM 0761919.5 |
 FK0587| FK0583 HOBART COOP ELEVATOR                APPROX. 7.9 KM 0850656.0 |
 FK0587| EM0869 LONE WOLF PLANTERS COOP ELEV        APPROX. 7.2 KM 2561551.4 |
 FK0587| CK8882 BART RM 2                            18.253 METERS 33842     |
 FK0587|---------------------------------------------------------------------|
 FK0587
 FK0587                          SUPERSEDED SURVEY CONTROL
 FK0587
 FK0587  NAD 83(1986)-  35 00 22.82080(N)    099 10 22.73549(W) AD(       ) 1
 FK0587  NAD 27      -  35 00 22.61620(N)    099 10 21.45600(W) AD(       ) 1
 FK0587  NGVD 29 (07/19/86)  485.4    (m)         1593.     (f) VERT ANG       
 FK0587
 FK0587.Superseded values are not recommended for survey control.
 FK0587
 FK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0587.See file dsdata.pdf to determine how the superseded data were derived.
 FK0587
 FK0587_MARKER: DS = TRIANGULATION STATION DISK
 FK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0587_STAMPING: BART 1961
 FK0587_MARK LOGO: CGS
 FK0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0587+STABILITY: SURFACE MOTION
 FK0587
 FK0587  HISTORY     - Date     Condition        Report By
 FK0587  HISTORY     - 1961     MONUMENTED       CGS
 FK0587  HISTORY     - 1963     GOOD             CGS
 FK0587
 FK0587                          STATION DESCRIPTION
 FK0587
 FK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0587'THE STATION IS ABOUT 5 MILES EAST OF LONE WOLF AND ABOUT 4
 FK0587'MILES WEST OF HOBART, ON THE RIGHT-OF-WAY BETWEEN THE RAILROAD
 FK0587'AND STATE HIGHWAY 9.
 FK0587'
 FK0587'TO REACH THE STATION FROM THE POST OFFICE AT LONE WOLF GO
 FK0587'EAST ON STATE HIGHWAY 9 FOR 0.6 MILE TO THE JUNCTION WITH STATE
 FK0587'HIGHWAY 44, CONTINUE EAST ON STATE HIGHWAYS 9 AND 44 FOR 3.1
 FK0587'MILES TO WHERE STATE HIGHWAY 44 TURNS LEFT ACROSS THE RAILROAD
 FK0587'TRACKS.  CONTINUE EAST ON STATE HIGHWAY 9 FOR 0.7 MILE TO
 FK0587'THE STATION AND REFERENCE MARKS ON THE LEFT.
 FK0587'
 FK0587'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON
 FK0587'STATE HIGHWAY 9 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FK0587'
 FK0587'THE STATION MARK, STAMPED BART 1961, IS A STANDARD DISK SET
 FK0587'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FK0587'INCHES.  IT IS 70 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9,
 FK0587'29 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND
 FK0587'4.0 FEET EAST OF THE WITNESS POST.
 FK0587'
 FK0587'REFERENCE MARK NO. 1, STAMPED BART NO 1 1961, IS A STANDARD
 FK0587'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FK0587'PROJECTS 5 INCHES.  IT IS 73 FEET NORTH OF THE CENTER OF STATE
 FK0587'HIGHWAY 9, 45 FEET EAST OF THE WITNESS POST AND 26 FEET SOUTH
 FK0587'OF THE SOUTH RAIL OF THE RAILROAD TRACKS.
 FK0587'
 FK0587'REFERENCE MARK NO. 2, STAMPED BART NO 2 1961, IS A STANDARD
 FK0587'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FK0587'PROJECTS 5 INCHES.  IT IS 59 FEET NORTH OF THE WITNESS POST,
 FK0587'26 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND
 FK0587'20 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 FK0587'
 FK0587'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 74.5 FEET.
 FK0587'
 FK0587'THE AZIMUTH MARK, STAMPED BART 1961, IS A STANDARD DISK SET
 FK0587'IN THE TOP OF A 10-INCH SQUARE CONCRETE THAT PROJECTS 4 INCHES.
 FK0587'IT IS 71 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9, 28 FEET
 FK0587'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 7.5 FEET
 FK0587'NORTH OF A TELEPHONE POLE AND 3.4 FEET NORTHEAST OF THE WITNESS
 FK0587'POST.
 FK0587
 FK0587                          STATION RECOVERY (1963)
 FK0587
 FK0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0587'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0588 ***********************************************************************
 FK0588  DESIGNATION -  BART AZ MK
 FK0588  PID         -  FK0588
 FK0588  STATE/COUNTY-  OK/KIOWA
 FK0588  COUNTRY     -  US
 FK0588  USGS QUAD   -  CAMBRIDGE (2018)
 FK0588
 FK0588                         *CURRENT SURVEY CONTROL
 FK0588  ______________________________________________________________________
 FK0588* NAD 83(1993) POSITION- 35 00 38.19581(N) 099 09 05.88248(W)   ADJUSTED
 FK0588* NAVD 88 ORTHO HEIGHT -   473.8   (meters)     1554.    (feet) VERTCON3
 FK0588  ______________________________________________________________________
 FK0588  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 FK0588  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 FK0588  HORZ ORDER      -  SECOND
 FK0588
 FK0588.The horizontal coordinates were established by classical geodetic methods
 FK0588.and adjusted by the National Geodetic Survey in November 1994.
 FK0588
 FK0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0588
 FK0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0588.GEOID18 height accuracy estimate available here.
 FK0588
 FK0588.Click photographs - Photos may exist for this station.
 FK0588
 FK0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0588
 FK0588. The following values were computed from the NAD 83(1993) position.
 FK0588
 FK0588;                    North         East     Units Scale Factor Converg.
 FK0588;SPC OK S     -   186,651.849   494,889.121   MT  0.99996356   -0 39 13.3
 FK0588;SPC OK S     -   612,373.61  1,623,648.72   sFT  0.99996356   -0 39 13.3
 FK0588;UTM  14      - 3,874,230.172   486,164.925   MT  0.99960236   -0 05 13.2
 FK0588
 FK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0588!SPC OK S     -   0.99992969  x   0.99996356  =   0.99989325
 FK0588!UTM  14      -   0.99992969  x   0.99960236  =   0.99953207
 FK0588
 FK0588:                Primary Azimuth Mark                     Grid Az
 FK0588:SPC OK S     -  BART                                     256 59 16.9
 FK0588:UTM  14      -  BART                                     256 25 16.8
 FK0588
 FK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8616474230(NAD 83)
 FK0588
 FK0588|---------------------------------------------------------------------|
 FK0588| PID    Reference Object                     Distance      Geod. Az  |
 FK0588|                                                           dddmmss.s |
 FK0588| FK0587 BART                                APPROX. 2.0 KM 2562003.6 |
 FK0588|---------------------------------------------------------------------|
 FK0588
 FK0588                          SUPERSEDED SURVEY CONTROL
 FK0588
 FK0588  NAD 83(1986)-  35 00 38.20334(N)    099 09 05.87766(W) AD(       ) 2
 FK0588  NAD 27      -  35 00 37.99930(N)    099 09 04.59880(W) AD(       ) 2
 FK0588  NGVD 29 (07/19/86)  473.6    (m)         1554.     (f) VERT ANG       
 FK0588
 FK0588.Superseded values are not recommended for survey control.
 FK0588
 FK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0588.See file dsdata.pdf to determine how the superseded data were derived.
 FK0588
 FK0588_MARKER: DZ = AZIMUTH MARK DISK
 FK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0588_STAMPING: BART 1961
 FK0588_MARK LOGO: CGS
 FK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0588+STABILITY: SURFACE MOTION
 FK0588
 FK0588  HISTORY     - Date     Condition        Report By
 FK0588  HISTORY     - 1961     MONUMENTED       CGS
 FK0588  HISTORY     - 1963     GOOD             CGS
 FK0588
 FK0588                          STATION DESCRIPTION
 FK0588
 FK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0588'THE STATION IS ABOUT 6 MILES EAST OF LONE WOLF AND ABOUT 3
 FK0588'MILES WEST OF HOBART ON THE RIGHT-OF-WAY BETWEEN THE RAILROAD
 FK0588'AND STATE HIGHWAY 9.
 FK0588'
 FK0588'TO REACH THE STATION FROM THE POST OFFICE IN LONE WOLF, GO EAST
 FK0588'ON STATE HIGHWAY 9 FOR 0.6 MILE TO THE JUNCTION WITH STATE
 FK0588'HIGHWAY 44, CONTINUE EAST ON STATE HIGHWAYS 9 AND 44 FOR 3.1
 FK0588'MILES TO WHERE STATE HIGHWAY 44 TURNS LEFT, CONTINUE EAST ON
 FK0588'STATE HIGHWAY 9 FOR 1.9 MILES TO THE STATION ON THE LEFT.
 FK0588'
 FK0588'STATION MARK, A STANDARD AZIMUTH DISK STAMPED BART 1961 IS SET
 FK0588'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 FK0588'4 INCHES.  THE MARK IS 71 FEET NORTH OF THE CENTER OF STATE
 FK0588'HIGHWAY 9, 28 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 FK0588'7.5 FEET NORTH OF A TELEPHONE POLE AND 3.4 FEET NORTH OF A
 FK0588'WITNESS POST.
 FK0588
 FK0588                          STATION RECOVERY (1963)
 FK0588
 FK0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0588'STATION RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0494 ***********************************************************************
 GG0494  DESIGNATION -  BARTLESVILLE
 GG0494  PID         -  GG0494
 GG0494  STATE/COUNTY-  OK/WASHINGTON
 GG0494  COUNTRY     -  US
 GG0494  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0494
 GG0494                         *CURRENT SURVEY CONTROL
 GG0494  ______________________________________________________________________
 GG0494* NAD 83(1986) POSITION- 36 44 48.     (N) 095 58 41.     (W)   SCALED
 GG0494* NAVD 88 ORTHO HEIGHT -   218.118 (meters)      715.61  (feet) ADJUSTED
 GG0494  ______________________________________________________________________
 GG0494  GEOID HEIGHT    -        -29.141 (meters)                     GEOID18
 GG0494  DYNAMIC HEIGHT  -        217.940 (meters)      715.02  (feet) COMP
 GG0494  MODELED GRAVITY -    979,808.1   (mgal)                       NAVD 88
 GG0494
 GG0494  VERT ORDER      -  SECOND    CLASS 0
 GG0494
 GG0494.The horizontal coordinates were scaled from a map and have
 GG0494.an estimated accuracy of +/- 6 seconds.
 GG0494
 GG0494.The orthometric height was determined by differential leveling and
 GG0494.adjusted by the NATIONAL GEODETIC SURVEY
 GG0494.in June 1991.
 GG0494
 GG0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0494.GEOID18 height accuracy estimate available here.
 GG0494
 GG0494.Click photographs - Photos may exist for this station.
 GG0494
 GG0494.The dynamic height is computed by dividing the NAVD 88
 GG0494.geopotential number by the normal gravity value computed on the
 GG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0494.degrees latitude (g = 980.6199 gals.).
 GG0494
 GG0494.The modeled gravity was interpolated from observed gravity values.
 GG0494
 GG0494;                    North         East    Units  Estimated Accuracy
 GG0494;SPC OK N     -   195,680.      780,560.      MT  (+/- 180 meters Scaled)
 GG0494
 GG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA341709(NAD 83)
 GG0494
 GG0494                          SUPERSEDED SURVEY CONTROL
 GG0494
 GG0494  NGVD 29 (??/??/92)  218.001  (m)          715.22   (f) ADJ UNCH    2 0
 GG0494
 GG0494.Superseded values are not recommended for survey control.
 GG0494
 GG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0494.See file dsdata.pdf to determine how the superseded data were derived.
 GG0494
 GG0494_MARKER: DB = BENCH MARK DISK
 GG0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0494_STAMPING: BARTLESVILLE 1934
 GG0494_MARK LOGO: CGS
 GG0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0494+STABILITY: SURFACE MOTION
 GG0494
 GG0494  HISTORY     - Date     Condition        Report By
 GG0494  HISTORY     - 1934     MONUMENTED       CGS
 GG0494  HISTORY     - 1963     GOOD             CGS
 GG0494  HISTORY     - 1988     GOOD             USPSQD
 GG0494  HISTORY     - 19910701 MARK NOT FOUND   USPSQD
 GG0494  HISTORY     - 20090103 MARK NOT FOUND   GEOCAC
 GG0494
 GG0494                          STATION DESCRIPTION
 GG0494
 GG0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GG0494'AT BARTLESVILLE.
 GG0494'AT BARTLESVILLE, WASHINGTON COUNTY, 35 FEET NORTH OF THE CENTER
 GG0494'OF EAST SEVENTH STREET, 34 FEET EAST OF THE CENTERLINE OF SOUTH
 GG0494'JOHNSTONE STREET, AND 38.1 FEET SOUTH OF THE SOUTHWEST CORNER
 GG0494'OF THE CIVIC CENTER BUILDING.  A STANDARD DISK STAMPED BARTLESVILLE
 GG0494'1934.
 GG0494
 GG0494                          STATION RECOVERY (1988)
 GG0494
 GG0494'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0494'RECOVERED IN GOOD CONDITION.
 GG0494
 GG0494                          STATION RECOVERY (1991)
 GG0494
 GG0494'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GG0494'MARK NOT FOUND.
 GG0494
 GG0494                          STATION RECOVERY (2009)
 GG0494
 GG0494'RECOVERY NOTE BY GEOCACHING 2009 (JKH)
 GG0494'COORDINATES OF PID GG0494 LOCATED USING A GARMIN ETREXLEGEND WITH 9
 GG0494'FEET ACCURACY. THE REPORTED LOCATION IS AT THE NE CORNER OF THE
 GG0494'INTERSECTION OF S. JOHNSTONE AVE. AND E. ADAMS BLVD. IN DOWNTOWN
 GG0494'BARTLESVILLE, OK. THIS AREA IS COVERED WITH PAVING, INCLUDING CONCRETE
 GG0494'SIDEWALKS, AN ASPHAULT STREET, AND THE BARTLESVILLE PUBLIC LIBRARY
 GG0494'BLDG. THERE IS NO POSSIBILITY OF FINDING THE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0884 ***********************************************************************
 GH0884  DESIGNATION -  BARTLESVILLE
 GH0884  PID         -  GH0884
 GH0884  STATE/COUNTY-  OK/OSAGE
 GH0884  COUNTRY     -  US
 GH0884  USGS QUAD   -  BOWRING SE (2018)
 GH0884
 GH0884                         *CURRENT SURVEY CONTROL
 GH0884  ______________________________________________________________________
 GH0884* NAD 83(1997) POSITION- 36 45 17.95418(N) 096 00 05.10025(W)   ADJUSTED
 GH0884* NAVD 88 ORTHO HEIGHT -   264.1   (meters)      866.    (feet) VERTCON3
 GH0884  ______________________________________________________________________
 GH0884  GEOID HEIGHT    -        -29.114 (meters)                     GEOID18
 GH0884  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC18
 GH0884  HORZ ORDER      -  SECOND
 GH0884
 GH0884.The horizontal coordinates were established by classical geodetic methods
 GH0884.and adjusted by the National Geodetic Survey in October 1998.
 GH0884
 GH0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0884
 GH0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0884.GEOID18 height accuracy estimate available here.
 GH0884
 GH0884.Click photographs - Photos may exist for this station.
 GH0884
 GH0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0884
 GH0884. The following values were computed from the NAD 83(1997) position.
 GH0884
 GH0884;                    North         East     Units Scale Factor Converg.
 GH0884;SPC OK N     -   196,563.935   778,453.427   MT  0.99999789   +1 10 46.0
 GH0884;SPC OK N     -   644,893.51  2,553,975.95   sFT  0.99999789   +1 10 46.0
 GH0884;UTM  14      - 4,071,886.722   767,690.749   MT  1.00048291   +1 47 43.4
 GH0884;UTM  15      - 4,071,894.657   232,056.234   MT  1.00048458   -1 47 49.6
 GH0884
 GH0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0884!SPC OK N     -   0.99996312  x   0.99999789  =   0.99996101
 GH0884!UTM  14      -   0.99996312  x   1.00048291  =   1.00044601
 GH0884!UTM  15      -   0.99996312  x   1.00048458  =   1.00044768
 GH0884
 GH0884:                Primary Azimuth Mark                     Grid Az
 GH0884:SPC OK N     -  BARTLESVILLE PHILL PETROL BLDG           102 48 30.2
 GH0884:UTM  14      -  BARTLESVILLE PHILL PETROL BLDG           102 11 32.8
 GH0884:UTM  15      -  BARTLESVILLE PHILL PETROL BLDG           105 47 05.8
 GH0884
 GH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6769071886(NAD 83)
 GH0884
 GH0884|---------------------------------------------------------------------|
 GH0884| PID    Reference Object                     Distance      Geod. Az  |
 GH0884|                                                           dddmmss.s |
 GH0884| GG0882 BARTLESVILLE PHILL PETROL BLDG      APPROX. 2.1 KM 1035916.2 |
 GH0884| GG0877 BARTLESVILLE WATER TANK             APPROX. 2.4 KM 1411627.7 |
 GH0884| GG0876 BARTLESVILLE CONCRETE STACK         APPROX. 2.0 KM 1753511.5 |
 GH0884| GH0050 BARTLESVILLE AZ MK                  317.964 METERS 21757     |
 GH0884| CI1057 BARTLESVILLE RM 3                     7.345 METERS 28707     |
 GH0884| GH0883 BARTLESVILLE PHI PETROL AWY BN       45.665 METERS 31214     |
 GH0884| CI1055 BARTLESVILLE RM 1                    45.400 METERS 31419     |
 GH0884| CI1058 BARTLESVILLE RM 4                    19.745 METERS 35611     |
 GH0884| CI1056 BARTLESVILLE RM 2                    21.869 METERS 35637     |
 GH0884|---------------------------------------------------------------------|
 GH0884
 GH0884                          SUPERSEDED SURVEY CONTROL
 GH0884
 GH0884  NAD 83(1993)-  36 45 17.95599(N)    096 00 05.10280(W) AD(       ) 2
 GH0884  NAD 83(1986)-  36 45 17.97943(N)    096 00 05.08275(W) AD(       ) 2
 GH0884  NAD 27      -  36 45 17.65800(N)    096 00 04.13800(W) AD(       ) 2
 GH0884  NGVD 29 (07/19/86)  264.0    (m)          866.     (f) VERT ANG       
 GH0884
 GH0884.Superseded values are not recommended for survey control.
 GH0884
 GH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0884.See file dsdata.pdf to determine how the superseded data were derived.
 GH0884
 GH0884_MARKER: DS = TRIANGULATION STATION DISK
 GH0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0884_STAMPING: BARTLESVILLE 1934
 GH0884_MARK LOGO: CGS
 GH0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0884+STABILITY: SURFACE MOTION
 GH0884
 GH0884  HISTORY     - Date     Condition        Report By
 GH0884  HISTORY     - 1934     MONUMENTED       CGS
 GH0884  HISTORY     - 1952     GOOD             CGS
 GH0884  HISTORY     - 1959     GOOD             CGS
 GH0884  HISTORY     - 1959     GOOD             USGS
 GH0884  HISTORY     - 1960     GOOD             CGS
 GH0884  HISTORY     - 1963     GOOD             CGS
 GH0884  HISTORY     - 1968     GOOD             USGS
 GH0884  HISTORY     - 1968     GOOD             CGS
 GH0884  HISTORY     - 1970     GOOD             NGS
 GH0884  HISTORY     - 1976     GOOD             NGS
 GH0884  HISTORY     - 1980     GOOD             NGS
 GH0884  HISTORY     - 20020828 POOR             INDIV
 GH0884
 GH0884                          STATION DESCRIPTION
 GH0884
 GH0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GH0884'STATION IS ON A HIGH PROMINENT ROCKY HILL IN THE W OUTSKIRTS
 GH0884'OF BARTLESVILLE, ABOUT 1.5 MILES W OF THE BUSINESS DISTRICT
 GH0884'IN NW 1/4 SEC. 11, T 26 N, R 12 E, JUST W OF THE OSAGE
 GH0884'WASHINGTON COUNTY LINE.  STATION IS 148 FEET SE OF AIR BEACON
 GH0884'AND 38 FEET NE OF S EDGE OF HILL.
 GH0884'
 GH0884'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 GH0884'DISKS SET IN CONCRETE.
 GH0884'
 GH0884'REFERENCE MARK NO. 1 IS A DRILL HOLE IN THE CONCRETE BASE
 GH0884'OF THE SE LEG OF THE AIR BEACON, 0.8 FOOT FROM THE SE LEG,
 GH0884'10.2 FEET NW OF THE SE FENCE CORNER, 3 FEET SW OF THE NE
 GH0884'FENCE CORNER, 2.3 FEET W OF E SIDE OF FENCE, AND 148.95
 GH0884'FEET NW OF STATION.
 GH0884'
 GH0884'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 GH0884'DRILL HOLE IN OUTCROPPING BEDROCK.
 GH0884'
 GH0884'REFERENCE MARK NO. 2 IS ON S EDGE OF HILL 21.882 METERS
 GH0884'(71.79 FEET) N OF STATION AND 103 FEET FROM SE CORNER OF
 GH0884'AIR BEACON FENCE.
 GH0884'
 GH0884'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SW OF STATION.
 GH0884'
 GH0884'TO REACH AZIMUTH MARK START AT THE POINT IN THE DESCRIPTION
 GH0884'WHERE THE GRAVEL ROAD LEADS N ALONG THE BASE OF THE HILL.
 GH0884'CONTINUE FROM THIS POINT ALONG U.S. HIGHWAY 60 FOR 0.4 MILE
 GH0884'TO MARK.  AZIMUTH MARK IS 51.6 FEET N OF CENTER LINE OF
 GH0884'U.S. HIGHWAY 60 AND 3.5 FEET E OF FENCE CORNER.
 GH0884'
 GH0884'TO REACH FROM BARTLESVILLE AT THE JUNCTION OF U.S. HIGHWAYS
 GH0884'60 AND 75, FOLLOW U.S. HIGHWAY 60 W 0.8 MILE, THEN N TWO
 GH0884'BLOCKS TO W FIRST STREET, FOLLOW FIRST STREET W 0.8 MILE TO
 GH0884'GRAVEL ROAD LEADING N ALONG BASE OF HILL, FOLLOW GRAVEL
 GH0884'ROAD N 0.3 MILE, THEN TURN SW 100 YARDS TO A FENCED ENCLOSURE.
 GH0884'FOLLOW FENCE LINE TO A POINT OPPOSITE A LARGE BARN.  TAKE
 GH0884'FENCE DOWN AT THIS POINT AND SELECT BEST ROUTE TO TOP OF
 GH0884'HILL AND STATION, NEAR AIR BEACON.  THERE IS NO ROAD TO TOP
 GH0884'AND IT IS ROUGH AND STEEP, BUT CAN BE MADE BY DRIVING
 GH0884'CAREFULLY.
 GH0884'
 GH0884'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 GH0884
 GH0884                          STATION RECOVERY (1952)
 GH0884
 GH0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WTJ)
 GH0884'RECOVERED AS DESCRIBED.
 GH0884
 GH0884                          STATION RECOVERY (1959)
 GH0884
 GH0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GH0884'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  REFERENCE
 GH0884'MARK 2 AND THE AZIMUTH MARK WERE NOT FOUND.  THE LINE BETWEEN
 GH0884'THE STATION AND REFERENCE MARK 1 IS BLOCKED BY A LARGE WHITE
 GH0884'TANK BEARING THE PHILLIPS 66 TRADEMARK.  THE POSITION OF
 GH0884'THE STATION WAS VERIFIED BY OBSERVATIONS ON INTERSECTED
 GH0884'OBJECTS.  THE LIGHT FROM THE AIRWAY BEACON HAS BEEN REMOVED
 GH0884'FROM THE TOWER AND PLACED ON TOP OF THE PHILLIPS TANK.  THE
 GH0884'OLD AIRWAY BEACON TOWER AND THE BASE THEREOF IS STILL IN
 GH0884'PLACE.
 GH0884'
 GH0884'THE STATION IS LOCATED ON THE ROCKY HILL AT THE WEST EDGE OF
 GH0884'BARTLESVILLE, ON THE NORTH SIDE OF FRANK PHILLIPS BOULEVARD
 GH0884'AND EAST OF THE AIRPORT.  A DIRT ROAD LEADS FROM THE BOULEVARD
 GH0884'TO THE TOP OF THE HILL.
 GH0884
 GH0884                          STATION RECOVERY (1959)
 GH0884
 GH0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GH0884'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GH0884
 GH0884                          STATION RECOVERY (1960)
 GH0884
 GH0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 GH0884'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 GH0884'STATION IS LOCATED ABOUT 1-1/2 MILES W. OF THE BUSINESS
 GH0884'DISTRICT OF BARTLESVILLE, NEAR THE JCT. OF US 60 AND RT.
 GH0884'123, ON THE HIGH PROMINENT MOUND JUST NORTH OF THE PHILLIPS
 GH0884'66 LABATORIES.  THE PHILLIPS PETROLEUM CO. HAS NOW BUILT
 GH0884'A LARGE OIL STORAGE TANK ON TOP OF THIS MOUND.  THE STATION
 GH0884'MARK IS ON THE SE SIDE OF THIS TANK AND THE TANK IS BETWEEN
 GH0884'RM NO 1 AND THE STATION.  RM NO 2 WAS NOT RECOVERED.  THE
 GH0884'AZIMUTH IS OK.  THE STATION MARK PROJECTS ABOUT 6 INCHES.
 GH0884'
 GH0884'THE AZIMUTH MARK IS LOCATED ON THE N. RIGHT-OF-WAY LINE OF
 GH0884'US 60 HWY. 115 PACES W. OF CONCRETE BLOCK HOUSE WITH HEAVY
 GH0884'WIRE FENCE AROUND IT, 6 PACES NW OF WESTERN MOST PINE TREE
 GH0884'OPPOSIT THE PHILLIPS CHEMICAL LABORATORIES, AND 13 PACES E
 GH0884'OF CONCRETE MANHOLE, IT PROJECTS 8 INCHES.  4-15-60.
 GH0884
 GH0884                          STATION RECOVERY (1963)
 GH0884
 GH0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 GH0884'THE STATION MARK, REFERENCE MARK NUMBER 1 AND THE AZIMUTH
 GH0884'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 GH0884'AZIMUTH MARK WAS NOT RECOVERED UNTIL AFTER THE STATION WAS
 GH0884'OCCUPIED.  A STORAGE TANK HAS BEEN BUILT ON THIS HILL AND
 GH0884'THE REFERENCE MARK NUMBER 1 WILL NOT SEE THE STATION.  ALSO
 GH0884'IT WAS FOUND TO BE IN THE NORTHEAST LEG OF THE OLD AIR
 GH0884'BEACON TOWER.  REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED.
 GH0884'
 GH0884'THE STATION CAN BE DRIVEN TO BY GOING WEST FROM THE AZIMUTH
 GH0884'MARK ON U.S. HIGHWAY 60 FOR 0.05 MILE TO A TRACK ROAD NORTH,
 GH0884'TURN NORTH AND FOLLOW THE TRACK ROAD FOR ABOUT 0.6 MILE TO
 GH0884'THE TOP OF THE HILL AND THE STATION.
 GH0884
 GH0884                          STATION RECOVERY (1968)
 GH0884
 GH0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0884'STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 GH0884'AS DESCRIBED.  REFERENCE MARK NO. 2, CAP WAS BROKEN OFF, BUT
 GH0884'STEM STILL IN PLACE IN OUTCROP ROCK.  A STORAGE TANK HAS
 GH0884'BEEN PLACED BETWEEN THE STATION MARK AND REFERENCE MK NO. 1.
 GH0884'
 GH0884'THE OLD DESCRIPTION IS ADEQUATE.
 GH0884
 GH0884                          STATION RECOVERY (1968)
 GH0884
 GH0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 GH0884'THE STATION MARK, REFERENCE MARK NUMBER 1 AND THE AZIMUTH
 GH0884'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GH0884'
 GH0884'THE STATION CAN BE DRIVEN TO BY GOING WEST FROM THE AZIMUTH
 GH0884'MARK ON U.S. HIGHWAY 60 FOR 0.05 MILES TO A TRACK ROAD NORTH,
 GH0884'TURN NORTH AND FOLLOW THE TRACK ROAD FOR ABOUT 0.6 MILES TO THE
 GH0884'TOP OF THE HILL AND THE STATION.
 GH0884
 GH0884                          STATION RECOVERY (1970)
 GH0884
 GH0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GH0884'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 GH0884'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED
 GH0884'BUT THE LINE OF SIGHT IS OBSTRUCTED BY A LARGE STORAGE TANK.
 GH0884'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 GH0884'
 GH0884'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 GH0884'
 GH0884'FOLLOWING IS A NEW DESCRIPTION.
 GH0884'
 GH0884'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 GH0884'BARTLESVILLE, GO WEST ON U.S. HIGHWAY 60 FOR 1.35 MILES TO
 GH0884'THE PHILLIPS 66 LABORATORIES ON THE LEFT AND THE AZIMUTH MARK
 GH0884'ON THE RIGHT.  THE STATION IS ABOUT 0.3 MILE NORTH OF THE
 GH0884'AZIMUTH MARK ON THE SOUTHEAST SIDE OF HILL AND A LARGE
 GH0884'STORAGE TANK.
 GH0884'
 GH0884'STATION MARK, A STANDARD DISK STAMPED BARTLESVILLE 1934,
 GH0884'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GH0884'1 FOOT.  IT IS 43.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 GH0884'CORNER OF A CONCRETE MANHOLE NEAR THE NORTHEAST SIDE OF THE
 GH0884'STORAGE TANK.
 GH0884'
 GH0884'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BARTLESVILLE
 GH0884'1934 NO. 3 1970, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GH0884'SANDSTONE WHICH PROJECTS 1 FOOT.
 GH0884'
 GH0884'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BARTLESVILLE
 GH0884'1934 NO. 4 1970, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GH0884'SANDSTONE WHICH PROJECTS 6 INCHES.
 GH0884'
 GH0884'AZIMUTH MARK, A STANDARD DISK STAMPED BARTLESVILLE AZI.
 GH0884'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GH0884'PROJECTS 6 INCHES.  IT IS 115 PACES WEST OF A CONCRETE BLOCK
 GH0884'HOUSE WITH A FENCE AROUND IT, 49.5 NORTH OF THE CENTER OF
 GH0884'THE WEST BOUND LANE OF U.S. HIGHWAY 60, 41.5 FEET EAST OF
 GH0884'THE CENTER OF A MANHOLE COVER, AND 21.5 FEET WEST-NORTHWEST
 GH0884'OF THE MOST WESTERN PINE TREE.
 GH0884'
 GH0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GH0884'1-1/2 MILES WEST OF BARTLESVILLE.
 GH0884
 GH0884                          STATION RECOVERY (1976)
 GH0884
 GH0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 GH0884'STATION, AZ MK, AND RMS 3 AND 4 RECOVERED AS DESCRIBED IN 1970.
 GH0884'
 GH0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/10 MI. WEST OF
 GH0884'BATLESVILLE.
 GH0884
 GH0884                          STATION RECOVERY (1980)
 GH0884
 GH0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 GH0884'THE STATION, RM 3 AND RM 4, AND THE AZIMUTH MARK WERE RECOVERED IN
 GH0884'GOOD CONDITION AS DESCRIBED BY L. F. SMITH IN 1970.
 GH0884'
 GH0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ADJACENT TO FRANK
 GH0884'PHILLIPS AIRPORT.
 GH0884
 GH0884                          STATION RECOVERY (2002)
 GH0884
 GH0884'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GH0884'MONUMENT DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0050 ***********************************************************************
 GH0050  DESIGNATION -  BARTLESVILLE AZ MK
 GH0050  PID         -  GH0050
 GH0050  STATE/COUNTY-  OK/OSAGE
 GH0050  COUNTRY     -  US
 GH0050  USGS QUAD   -  BOWRING SE (2018)
 GH0050
 GH0050                         *CURRENT SURVEY CONTROL
 GH0050  ______________________________________________________________________
 GH0050* NAD 83(2011) POSITION- 36 45 09.84649(N) 096 00 12.96714(W)   NO CHECK
 GH0050* NAD 83(2011) ELLIP HT-   189.368 (meters)        (12/11/12)   NO CHECK
 GH0050* NAD 83(2011) EPOCH   -  2010.00
 GH0050* NAVD 88 ORTHO HEIGHT -   218.457 (meters)      716.72  (feet) ADJUSTED
 GH0050  ______________________________________________________________________
 GH0050  GEOID HEIGHT    -        -29.107 (meters)                     GEOID18
 GH0050  NAD 83(2011) X  -   -535,151.436 (meters)                     COMP
 GH0050  NAD 83(2011) Y  - -5,088,548.524 (meters)                     COMP
 GH0050  NAD 83(2011) Z  -  3,795,556.108 (meters)                     COMP
 GH0050  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 GH0050  DYNAMIC HEIGHT  -        218.278 (meters)      716.13  (feet) COMP
 GH0050  MODELED GRAVITY -    979,809.4   (mgal)                       NAVD 88
 GH0050
 GH0050  VERT ORDER      -  SECOND    CLASS 0
 GH0050
 GH0050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0050  Standards:
 GH0050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0050  -------------------------------------------------------------------
 GH0050  NETWORK    0.90   1.57           0.43   0.27   0.80     -0.06980857
 GH0050  -------------------------------------------------------------------
 GH0050  Click here for local accuracies and other accuracy information.
 GH0050
 GH0050.The horizontal coordinates were established by GPS observations
 GH0050.and adjusted by the National Geodetic Survey in December 2012.
 GH0050
 GH0050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0050.been affixed to the stable North American tectonic plate. See 
 GH0050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0050
 GH0050.The horizontal coordinates are valid at the epoch date displayed above
 GH0050.which is a decimal equivalence of Year/Month/Day.
 GH0050
 GH0050.No horizontal observational check was made to the station.
 GH0050
 GH0050.The orthometric height was determined by differential leveling and
 GH0050.adjusted by the NATIONAL GEODETIC SURVEY
 GH0050.in June 1991.
 GH0050
 GH0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0050.GEOID18 height accuracy estimate available here.
 GH0050
 GH0050.Click photographs - Photos may exist for this station.
 GH0050
 GH0050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0050
 GH0050.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0050
 GH0050.The ellipsoidal height was determined by GPS observations
 GH0050.and is referenced to NAD 83.
 GH0050
 GH0050.The dynamic height is computed by dividing the NAVD 88
 GH0050.geopotential number by the normal gravity value computed on the
 GH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0050.degrees latitude (g = 980.6199 gals.).
 GH0050
 GH0050.The modeled gravity was interpolated from observed gravity values.
 GH0050
 GH0050. The following values were computed from the NAD 83(2011) position.
 GH0050
 GH0050;                    North         East     Units Scale Factor Converg.
 GH0050;SPC OK N     -   196,310.047   778,263.473   MT  0.99999749   +1 10 41.4
 GH0050;SPC OK N     -   644,060.55  2,553,352.74   sFT  0.99999749   +1 10 41.4
 GH0050;UTM  14      - 4,071,630.684   767,503.444   MT  1.00048168   +1 47 38.4
 GH0050;UTM  15      - 4,071,650.857   231,853.253   MT  1.00048592   -1 47 53.9
 GH0050
 GH0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0050!SPC OK N     -   0.99997028  x   0.99999749  =   0.99996777
 GH0050!UTM  14      -   0.99997028  x   1.00048168  =   1.00045195
 GH0050!UTM  15      -   0.99997028  x   1.00048592  =   1.00045619
 GH0050
 GH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6750371630(NAD 83)
 GH0050
 GH0050                          SUPERSEDED SURVEY CONTROL
 GH0050
 GH0050  NAVD 88             218.46   (m)          716.7    (f) LEVELING    3  
 GH0050  NGVD 29 (??/??/92)  218.339  (m)          716.33   (f) ADJ UNCH    2 0
 GH0050
 GH0050.Superseded values are not recommended for survey control.
 GH0050
 GH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0050.See file dsdata.pdf to determine how the superseded data were derived.
 GH0050
 GH0050_MARKER: DZ = AZIMUTH MARK DISK
 GH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0050_STAMPING: BARTLESVILLE 1934
 GH0050_MARK LOGO: CGS
 GH0050_PROJECTION: PROJECTING
 GH0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0050+STABILITY: SURFACE MOTION
 GH0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0050+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2012
 GH0050
 GH0050  HISTORY     - Date     Condition        Report By
 GH0050  HISTORY     - 1934     MONUMENTED       CGS
 GH0050  HISTORY     - 1963     GOOD             CGS
 GH0050  HISTORY     - 1980     GOOD             NGS
 GH0050  HISTORY     - 20020826 GOOD             INDIV
 GH0050  HISTORY     - 20120224 GOOD             AIRDAT
 GH0050
 GH0050                          STATION DESCRIPTION
 GH0050
 GH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GH0050'THE MARK MAY BE REACHED BY GOING 1.3 MILE WEST ALONG U.S. HIGHWAY
 GH0050'60 FROM THE SANTA FE RAILROAD PASSENGER DEPOT IN BARTLESVILLE.
 GH0050'IT IS 51 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 GH0050'LANE, 24 FEET NORTHWEST OF AN EVERGREEN TREE, ABOUT 4 FEET ABOVE
 GH0050'THE LEVEL OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 GH0050'CONCRETE MONUMENT PROJECTING 10 INCHES AND STAMPED BARTLESVILLE
 GH0050'1934.
 GH0050
 GH0050                          STATION RECOVERY (1980)
 GH0050
 GH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GH0050'RECOVERED IN GOOD CONDITION.
 GH0050
 GH0050                          STATION RECOVERY (2002)
 GH0050
 GH0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GH0050'RECOVERED IN GOOD CONDITION.
 GH0050
 GH0050                          STATION RECOVERY (2012)
 GH0050
 GH0050'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2012 (JJH)
 GH0050'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0883 ***********************************************************************
 GH0883  DESIGNATION -  BARTLESVILLE PHI PETROL AWY BN
 GH0883  PID         -  GH0883
 GH0883  STATE/COUNTY-  OK/OSAGE
 GH0883  COUNTRY     -  US
 GH0883  USGS QUAD   -  BOWRING SE (2018)
 GH0883
 GH0883                         *CURRENT SURVEY CONTROL
 GH0883  ______________________________________________________________________
 GH0883* NAD 83(1997) POSITION- 36 45 18.94988(N) 096 00 06.46383(W)   ADJUSTED
 GH0883  ______________________________________________________________________
 GH0883  GEOID HEIGHT    -        -29.114 (meters)                     GEOID18
 GH0883  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 GH0883  HORZ ORDER      -  THIRD
 GH0883
 GH0883.The horizontal coordinates were established by classical geodetic methods
 GH0883.and adjusted by the National Geodetic Survey in October 1998.
 GH0883
 GH0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0883.GEOID18 height accuracy estimate available here.
 GH0883
 GH0883.Click photographs - Photos may exist for this station.
 GH0883
 GH0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0883
 GH0883. The following values were computed from the NAD 83(1997) position.
 GH0883
 GH0883;                    North         East     Units Scale Factor Converg.
 GH0883;SPC OK N     -   196,593.925   778,418.980   MT  0.99999794   +1 10 45.2
 GH0883;SPC OK N     -   644,991.90  2,553,862.94   sFT  0.99999794   +1 10 45.2
 GH0883;UTM  14      - 4,071,916.355   767,655.965   MT  1.00048268   +1 47 42.7
 GH0883;UTM  15      - 4,071,926.411   232,023.374   MT  1.00048480   -1 47 50.4
 GH0883
 GH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6765571916(NAD 83)
 GH0883
 GH0883                          SUPERSEDED SURVEY CONTROL
 GH0883
 GH0883  NAD 83(1993)-  36 45 18.95175(N)    096 00 06.46647(W) AD(       ) 3
 GH0883  NAD 83(1986)-  36 45 18.97515(N)    096 00 06.44585(W) AD(       ) 3
 GH0883  NAD 27      -  36 45 18.65400(N)    096 00 05.50100(W) AD(       ) 3
 GH0883
 GH0883.Superseded values are not recommended for survey control.
 GH0883
 GH0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0883.See file dsdata.pdf to determine how the superseded data were derived.
 GH0883
 GH0883_MARKER: 21 = AIRPORT BEACON
 GH0883
 GH0883  HISTORY     - Date     Condition        Report By
 GH0883  HISTORY     - 1934     FIRST OBSERVED   CGS
 GH0883  HISTORY     - 1963     GOOD             CGS
 GH0883  HISTORY     - 19850502 GOOD             NGS
 GH0883
 GH0883                          STATION DESCRIPTION
 GH0883
 GH0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JVT)
 GH0883'THIS STATION IS LOCATED ON THE SAME HILL AS THE STATION
 GH0883'BARTLESVILLE 1934.  THE REVOLVING LIGHT HAS BEEN REMOVED FROM
 GH0883'THE 4-LEGGED STEEL TOWER, WHICH REMAINS, AND WAS PLACED ON
 GH0883'THE TOP OF A STORAGE TANK LOCATED ON LINE BETWEEN THE TWO
 GH0883'STATIONS.  THIS STATION SHOULD NOT BE CONSIDERED DESTROYED
 GH0883'AS THE HOLE FOR THE CENTER SHAFT OF THE BEACON LIGHT REMAINS
 GH0883'IN PLACE AND COULD BE USED FOR THE STATION CENTER.
 GH0883
 GH0883                          STATION RECOVERY (1985)
 GH0883
 GH0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0883'STATION IS LOCATED ATOP A PROMINENT ROCKY HILL AT THE WEST EDGE OF THE
 GH0883'TOWN OF BARTLESVILLE JUST NORTH OF HIGHWAY 60 AND EAST OF FRANK
 GH0883'PHILLIPS AIRPORT.  STATION IS A STANDARD ROTATING BEACON MOUNTED ATOP
 GH0883'THE NORTHWESTERLY ONE-OF-TWO WHITE WATER TANKS ATOP THE HILL.  POINT
 GH0883'OBSERVED WAS THE SPINDLE OF THE BEACON.  TRIANGULATION STATION
 GH0883'BARTLESVILLE 1934 IS ALSO LOCATED ON THE HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0882 ***********************************************************************
 GG0882  DESIGNATION -  BARTLESVILLE PHILL PETROL BLDG
 GG0882  PID         -  GG0882
 GG0882  STATE/COUNTY-  OK/WASHINGTON
 GG0882  COUNTRY     -  US
 GG0882  USGS QUAD   -  BARTLESVILLE NORTH (2019)
 GG0882
 GG0882                         *CURRENT SURVEY CONTROL
 GG0882  ______________________________________________________________________
 GG0882* NAD 83(1997) POSITION- 36 45 01.53348(N) 095 58 43.22284(W)   ADJUSTED
 GG0882  ______________________________________________________________________
 GG0882  GEOID HEIGHT    -        -29.146 (meters)                     GEOID18
 GG0882  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 GG0882  HORZ ORDER      -  THIRD
 GG0882
 GG0882.The horizontal coordinates were established by classical geodetic methods
 GG0882.and adjusted by the National Geodetic Survey in October 1998.
 GG0882
 GG0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0882.GEOID18 height accuracy estimate available here.
 GG0882
 GG0882.Click photographs - Photos may exist for this station.
 GG0882
 GG0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0882
 GG0882. The following values were computed from the NAD 83(1997) position.
 GG0882
 GG0882;                    North         East     Units Scale Factor Converg.
 GG0882;SPC OK N     -   196,099.906   780,494.460   MT  0.99999708   +1 11 34.4
 GG0882;SPC OK N     -   643,371.11  2,560,672.24   sFT  0.99999708   +1 11 34.4
 GG0882;UTM  15      - 4,071,325.003   234,071.386   MT  1.00047132   -1 46 59.8
 GG0882;UTM  14      - 4,071,444.444   769,737.659   MT  1.00049647   +1 48 31.8
 GG0882
 GG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3407171325(NAD 83)
 GG0882
 GG0882                          SUPERSEDED SURVEY CONTROL
 GG0882
 GG0882  NAD 83(1993)-  36 45 01.53541(N)    095 58 43.22584(W) AD(       ) 3
 GG0882  NAD 83(1986)-  36 45 01.55873(N)    095 58 43.20535(W) AD(       ) 3
 GG0882  NAD 27      -  36 45 01.23600(N)    095 58 42.25500(W) AD(       ) 3
 GG0882
 GG0882.Superseded values are not recommended for survey control.
 GG0882
 GG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0882.See file dsdata.pdf to determine how the superseded data were derived.
 GG0882
 GG0882_MARKER: 55 = TOWER
 GG0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0882+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 GG0882
 GG0882  HISTORY     - Date     Condition        Report By
 GG0882  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0882  HISTORY     - 1959     GOOD             CGS
 GG0882  HISTORY     - 1963     GOOD             CGS
 GG0882  HISTORY     - 19910701 GOOD             USPSQD
 GG0882  HISTORY     - 20020826 GOOD             INDIV
 GG0882
 GG0882                          STATION DESCRIPTION
 GG0882
 GG0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GG0882'THE STATION IS THE CENTER OF THE CUPOLA ATOP THE PYRAMIDAL
 GG0882'SHAPED ROOF OF THE PHILLIPS PETROLEUM CO. OFFICE BUILDING
 GG0882'AT THE CORNER OF W. 4TH ST. AND S. KEELER.  IT IS A DISTINCTIVE
 GG0882'STRUCTURE AND CAN NOT BE CONFUSED WITH OTHER PHILLIPS OFFICES
 GG0882'IN THE AREA.
 GG0882
 GG0882                          STATION RECOVERY (1963)
 GG0882
 GG0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 GG0882'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GG0882'
 GG0882'A NEW DESCRIPTION FOLLOWS.
 GG0882'
 GG0882'THE STATION IS LOCATED IN THE DOWNTOWN SECTION OF BARTLESVILLE,
 GG0882'IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF FOURTH
 GG0882'STREET AND KEELER STREET, AND ON THE TOP OF THE PHILLIPS
 GG0882'BUILDING.  THE STATION IS THE TOP AND CENTER OF THE TOWER
 GG0882'LOCATED ON THE NORTHWEST CORNER OF THE BUILDING.  THERE IS
 GG0882'A ROTATING LIGHT MOUNTED OFF-CENTER ON THE TOP OF THIS TOWER.
 GG0882
 GG0882                          STATION RECOVERY (1991)
 GG0882
 GG0882'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GG0882'RECOVERED IN GOOD CONDITION.
 GG0882
 GG0882                          STATION RECOVERY (2002)
 GG0882
 GG0882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AA4645 ***********************************************************************
 AA4645  DESIGNATION -  BARTLESVILLE RESET
 AA4645  PID         -  AA4645
 AA4645  STATE/COUNTY-  OK/WASHINGTON
 AA4645  COUNTRY     -  US
 AA4645  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 AA4645
 AA4645                         *CURRENT SURVEY CONTROL
 AA4645  ______________________________________________________________________
 AA4645* NAD 83(1986) POSITION- 36 44 47.8    (N) 095 58 36.5    (W)   HD_HELD2
 AA4645* NAVD 88 ORTHO HEIGHT -   215.59  (+/-2cm)      707.3   (feet) VERTCON3
 AA4645  ______________________________________________________________________
 AA4645  GEOID HEIGHT    -        -29.143 (meters)                     GEOID18
 AA4645  VERT ORDER      -  THIRD (See Below)
 AA4645
 AA4645.The horizontal coordinates were established by autonomous hand held GPS
 AA4645.observations and have an estimated accuracy of +/- 10 meters.
 AA4645
 AA4645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4645
 AA4645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4645.GEOID18 height accuracy estimate available here.
 AA4645
 AA4645.The vertical order pertains to the NGVD 29 superseded value.
 AA4645
 AA4645.Click photographs - Photos may exist for this station.
 AA4645
 AA4645;                    North         East    Units  Estimated Accuracy
 AA4645;SPC OK N     -   195,680.      780,670.      MT  (+/- 10 meters HH2 GPS)
 AA4645
 AA4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3422470896(NAD 83)
 AA4645
 AA4645                          SUPERSEDED SURVEY CONTROL
 AA4645
 AA4645  NGVD 29 (05/21/03)  215.48   (m)          707.0    (f) RESET       3  
 AA4645
 AA4645.Superseded values are not recommended for survey control.
 AA4645
 AA4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4645.See file dsdata.pdf to determine how the superseded data were derived.
 AA4645
 AA4645_MARKER: DV = VERTICAL CONTROL DISK
 AA4645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4645_STAMPING: BARTLESVILLE RESET 1989
 AA4645_MARK LOGO: NGS
 AA4645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4645+STABILITY: SURFACE MOTION
 AA4645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4645+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 AA4645
 AA4645  HISTORY     - Date     Condition        Report By
 AA4645  HISTORY     - 1989     MONUMENTED       LOCENG
 AA4645  HISTORY     - 20020825 GOOD             INDIV
 AA4645  HISTORY     - 20050305 GOOD             USPSQD
 AA4645
 AA4645                          STATION DESCRIPTION
 AA4645
 AA4645'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (JWC)
 AA4645'IN BARTLESVILLE, AT THE CORNER OF ADAMS BOULEVARD AND DEWEY AVENUE,
 AA4645'50.0 FEET (15.2 M) NORTH OF THE CENTERLINE OF ADAMS BOULEVARD, 54.0
 AA4645'FEET (16.5 M) EAST OF THE CENTERLINE OF DEWEY AVENUE, AND 2.0 FEET
 AA4645'(0.6 M) NORTH OF A MONUMENT, MARK IS FLUSH WITH THE GROUND.
 AA4645
 AA4645                          STATION RECOVERY (2002)
 AA4645
 AA4645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 AA4645'RECOVERED IN GOOD CONDITION.
 AA4645
 AA4645                          STATION RECOVERY (2005)
 AA4645
 AA4645'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 AA4645'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1058 ***********************************************************************
 EM1058  DESIGNATION -  BARTPORT
 EM1058  PID         -  EM1058
 EM1058  STATE/COUNTY-  OK/KIOWA
 EM1058  COUNTRY     -  US
 EM1058  USGS QUAD   -  BABBS (2018)
 EM1058
 EM1058                         *CURRENT SURVEY CONTROL
 EM1058  ______________________________________________________________________
 EM1058* NAD 83(1993) POSITION- 34 59 28.01216(N) 099 03 21.35841(W)   ADJUSTED
 EM1058* NAD 83(1993) ELLIP HT-   446.974 (meters)        (11/28/94)   ADJUSTED
 EM1058* NAVD 88 ORTHO HEIGHT -   473.4   (meters)     1553.    (feet) VERTCON3
 EM1058  ______________________________________________________________________
 EM1058  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 EM1058  NAD 83(1993) X  -   -823,408.403 (meters)                     COMP
 EM1058  NAD 83(1993) Y  - -5,166,150.305 (meters)                     COMP
 EM1058  NAD 83(1993) Z  -  3,637,315.693 (meters)                     COMP
 EM1058  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 EM1058  HORZ ORDER      -  SECOND
 EM1058  ELLP ORDER      -  FIFTH     CLASS I
 EM1058
 EM1058.This mark is at Hobart Airport (HBR)
 EM1058
 EM1058.The horizontal coordinates were established by GPS observations
 EM1058.and adjusted by the National Geodetic Survey in November 1994.
 EM1058
 EM1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1058
 EM1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1058.GEOID18 height accuracy estimate available here.
 EM1058
 EM1058.Click photographs - Photos may exist for this station.
 EM1058
 EM1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1058
 EM1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1058
 EM1058.The ellipsoidal height was determined by GPS observations
 EM1058.and is referenced to NAD 83.
 EM1058
 EM1058. The following values were computed from the NAD 83(1993) position.
 EM1058
 EM1058;                    North         East     Units Scale Factor Converg.
 EM1058;SPC OK S     -   184,393.697   503,600.909   MT  0.99996109   -0 35 57.7
 EM1058;SPC OK S     -   604,964.99  1,652,230.65   sFT  0.99996109   -0 35 57.7
 EM1058;UTM  14      - 3,872,059.125   494,895.479   MT  0.99960032   -0 01 55.5
 EM1058
 EM1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1058!SPC OK S     -   0.99992984  x   0.99996109  =   0.99989094
 EM1058!UTM  14      -   0.99992984  x   0.99960032  =   0.99953019
 EM1058
 EM1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9489572059(NAD 83)
 EM1058
 EM1058                          SUPERSEDED SURVEY CONTROL
 EM1058
 EM1058  NAD 83(1986)-  34 59 28.01834(N)    099 03 21.34660(W) AD(       ) 2
 EM1058  NGVD 29 (11/30/89)  473.2    (m)  RAPSU86  model used  GPS OBS        
 EM1058
 EM1058.Superseded values are not recommended for survey control.
 EM1058
 EM1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1058.See file dsdata.pdf to determine how the superseded data were derived.
 EM1058
 EM1058_MARKER: I = METAL ROD
 EM1058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1058_STAMPING: BARTPORT 1989
 EM1058_MARK LOGO: NGS
 EM1058_PROJECTION: FLUSH
 EM1058_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1058+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EM1058_ROD/PIPE-DEPTH: 7.0 meters
 EM1058_SLEEVE-DEPTH  : 1.0 meters
 EM1058
 EM1058  HISTORY     - Date     Condition        Report By
 EM1058  HISTORY     - 1989     MONUMENTED       NGS
 EM1058
 EM1058                          STATION DESCRIPTION
 EM1058
 EM1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1058'THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) EAST OF LONE WOLF,
 EM1058'16.0 KM (9.95 MI) NORTH OF ROOSEVELT, AND 4.0 KM (2.50 MI) SOUTHEAST
 EM1058'OF HOBART, AT THE HOBART MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF
 EM1058'THE SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN A PARALLEL TAXIWAY
 EM1058'AND RUNWAY 17-35.  OWNERSHIP--CITY OF HOBART, C/O AIRPORT MANAGER BOB
 EM1058'GOULD, BOX 778, HOBART OK 73651.  OFFICE AND HOME PHONE (405)
 EM1058'726-2102.
 EM1058'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 9,
 EM1058'3.5 KM (2.15 MI) SOUTHEAST OF HOBART, GO SOUTH FOR 2.7 KM (1.70 MI) ON
 EM1058'HIGHWAY 183 TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR
 EM1058'0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE
 EM1058'AIRPORT OFFICE ON THE LEFT.  CONTINUE EAST FOR 0.1 KM (0.05 MI)
 EM1058'THROUGH THE GATE AND ACROSS CONCRETE APRON TO THE MAIN CONNECTING
 EM1058'TAXIWAY AND THE STATION ON THE RIGHT.
 EM1058'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EM1058'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.0 METERS IN A GREASE
 EM1058'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1058'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1058'15.1 M (49.5 FT) SOUTHEAST FROM THE CENTER OF THE CURVED JUNCTION OF
 EM1058'THE MAIN CONNECTING TAXIWAY AND THE APRON, 14.9 M (48.9 FT) SOUTH FROM
 EM1058'THE SOUTH EDGE OF THE MAIN CONNECTING TAXIWAY, AND 14.5 M (47.6 FT)
 EM1058'EAST FROM THE EAST EDGE OF THE APRON.
 EM1058'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1059 ***********************************************************************
 EM1059  DESIGNATION -  BARTPORT AZ MK
 EM1059  PID         -  EM1059
 EM1059  STATE/COUNTY-  OK/KIOWA
 EM1059  COUNTRY     -  US
 EM1059  USGS QUAD   -  BABBS (2018)
 EM1059
 EM1059                         *CURRENT SURVEY CONTROL
 EM1059  ______________________________________________________________________
 EM1059* NAD 83(1993) POSITION- 34 59 00.85415(N) 099 03 21.50231(W)   ADJUSTED
 EM1059* NAD 83(1993) ELLIP HT-   449.974 (meters)        (11/28/94)   ADJUSTED
 EM1059* NAVD 88 ORTHO HEIGHT -   476.2   (meters)     1562.    (feet) VERTCON3
 EM1059  ______________________________________________________________________
 EM1059  GEOID HEIGHT    -        -25.709 (meters)                     GEOID18
 EM1059  NAD 83(1993) X  -   -823,487.933 (meters)                     COMP
 EM1059  NAD 83(1993) Y  - -5,166,626.096 (meters)                     COMP
 EM1059  NAD 83(1993) Z  -  3,636,631.692 (meters)                     COMP
 EM1059  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 EM1059  HORZ ORDER      -  SECOND
 EM1059  ELLP ORDER      -  FIFTH     CLASS I
 EM1059
 EM1059.This mark is at Hobart Airport (HBR)
 EM1059
 EM1059.The horizontal coordinates were established by GPS observations
 EM1059.and adjusted by the National Geodetic Survey in November 1994.
 EM1059
 EM1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1059
 EM1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1059.GEOID18 height accuracy estimate available here.
 EM1059
 EM1059.Click photographs - Photos may exist for this station.
 EM1059
 EM1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1059
 EM1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1059
 EM1059.The ellipsoidal height was determined by GPS observations
 EM1059.and is referenced to NAD 83.
 EM1059
 EM1059. The following values were computed from the NAD 83(1993) position.
 EM1059
 EM1059;                    North         East     Units Scale Factor Converg.
 EM1059;SPC OK S     -   183,556.892   503,588.506   MT  0.99996016   -0 35 57.8
 EM1059;SPC OK S     -   602,219.57  1,652,189.96   sFT  0.99996016   -0 35 57.8
 EM1059;UTM  14      - 3,871,222.539   494,891.363   MT  0.99960032   -0 01 55.5
 EM1059
 EM1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1059!SPC OK S     -   0.99992937  x   0.99996016  =   0.99988954
 EM1059!UTM  14      -   0.99992937  x   0.99960032  =   0.99952972
 EM1059
 EM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9489171222(NAD 83)
 EM1059
 EM1059                          SUPERSEDED SURVEY CONTROL
 EM1059
 EM1059  NAD 83(1986)-  34 59 00.86091(N)    099 03 21.49885(W) AD(       ) 2
 EM1059  NGVD 29 (11/30/89)  476.1    (m)  RAPSU86  model used  GPS OBS        
 EM1059
 EM1059.Superseded values are not recommended for survey control.
 EM1059
 EM1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1059.See file dsdata.pdf to determine how the superseded data were derived.
 EM1059
 EM1059_MARKER: I = METAL ROD
 EM1059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1059_STAMPING: BARTPORT AZ MK 1989
 EM1059_MARK LOGO: NGS
 EM1059_PROJECTION: FLUSH
 EM1059_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1059+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EM1059_ROD/PIPE-DEPTH: 5.6 meters
 EM1059_SLEEVE-DEPTH  : 1.0 meters
 EM1059
 EM1059  HISTORY     - Date     Condition        Report By
 EM1059  HISTORY     - 1989     MONUMENTED       NGS
 EM1059
 EM1059                          STATION DESCRIPTION
 EM1059
 EM1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1059'THE STATION IS LOCATED ABOUT 17.6 KM (10.95 MI) EAST OF LONE WOLF,
 EM1059'16.0 KM (9.95 MI) NORTH OF ROOSEVELT, AND 4.0 KM (2.50 MI) SOUTHEAST
 EM1059'OF HOBART, AT THE HOBART MUNICIPAL AIRPORT, ALONG THE EAST SIDE OF A
 EM1059'PARALLEL TAXIWAY FOR RUNWAY 17-35 JUST BEFORE REACHING RUNWAY 3-12.
 EM1059'OWNERSHIP--CITY OF HOBART, C/O AIRPORT MANAGER BOB GOULD, BOX 778,
 EM1059'HOBART OK 73651.  OFFICE AND HOME PHONE (405) 726-2102.
 EM1059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 EM1059'HIGHWAY 9, 3.5 KM (2.15 MI) SOUTHEAST OF HOBART, GO SOUTH FOR 2.7 KM
 EM1059'(1.70 MI) ON HIGHWAY 183 TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 EM1059'GO EAST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE
 EM1059'AND THE AIRPORT OFFICE ON THE LEFT.  CONTINUE EAST THROUGH THE GATE
 EM1059'AND ACROSS THE APRON TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO SOUTH
 EM1059'FOR 0.85 KM (0.55 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT JUST
 EM1059'BEFORE REACHING RUNWAY 3-12.
 EM1059'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EM1059'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.6 METERS IN A GREASE
 EM1059'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1059'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1059'41.7 M (136.8 FT) NORTH-NORTHEAST FROM THE CENTER OF A CURVED EDGE OF
 EM1059'THE JUNCTION OF THE PARALLEL TAXIWAY AND RUNWAY 3-12, 27.9 M
 EM1059'(91.5 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY 3-12, AND
 EM1059'21.6 M (70.9 FT) EAST FROM THE CENTER OF THE PARALLEL TAXIWAY.
 EM1059'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0340 ***********************************************************************
 EK0340  DESIGNATION -  BATTIEST
 EK0340  PID         -  EK0340
 EK0340  STATE/COUNTY-  OK/MCCURTAIN
 EK0340  COUNTRY     -  US
 EK0340  USGS QUAD   -  BATTIEST (2018)
 EK0340
 EK0340                         *CURRENT SURVEY CONTROL
 EK0340  ______________________________________________________________________
 EK0340* NAD 83(1993) POSITION- 34 23 30.06030(N) 094 54 39.74726(W)   ADJUSTED
 EK0340* NAVD 88 ORTHO HEIGHT -   260.429 (meters)      854.42  (feet) ADJUSTED
 EK0340  ______________________________________________________________________
 EK0340  GEOID HEIGHT    -        -30.863 (meters)                     GEOID18
 EK0340  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 EK0340  DYNAMIC HEIGHT  -        260.144 (meters)      853.49  (feet) COMP
 EK0340  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 EK0340
 EK0340  HORZ ORDER      -  SECOND
 EK0340  VERT ORDER      -  SECOND    CLASS 0
 EK0340
 EK0340.The horizontal coordinates were established by classical geodetic methods
 EK0340.and adjusted by the National Geodetic Survey in November 1994.
 EK0340
 EK0340.The orthometric height was determined by differential leveling and
 EK0340.adjusted by the NATIONAL GEODETIC SURVEY
 EK0340.in June 1991.
 EK0340
 EK0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0340.GEOID18 height accuracy estimate available here.
 EK0340
 EK0340.Click photographs - Photos may exist for this station.
 EK0340
 EK0340.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0340
 EK0340.The dynamic height is computed by dividing the NAVD 88
 EK0340.geopotential number by the normal gravity value computed on the
 EK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0340.degrees latitude (g = 980.6199 gals.).
 EK0340
 EK0340.The modeled gravity was interpolated from observed gravity values.
 EK0340
 EK0340. The following values were computed from the NAD 83(1993) position.
 EK0340
 EK0340;                    North         East     Units Scale Factor Converg.
 EK0340;SPC OK S     -   121,741.176   883,995.423   MT  0.99994156   +1 45 12.0
 EK0340;SPC OK S     -   399,412.51  2,900,241.65   sFT  0.99994156   +1 45 12.0
 EK0340;UTM  15      - 3,807,241.691   324,321.762   MT  0.99998043   -1 04 47.0
 EK0340
 EK0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0340!SPC OK S     -   0.99996396  x   0.99994156  =   0.99990553
 EK0340!UTM  15      -   0.99996396  x   0.99998043  =   0.99994440
 EK0340
 EK0340:                Primary Azimuth Mark                     Grid Az
 EK0340:SPC OK S     -  BATTIEST AZ MK                           281 48 27.7
 EK0340:UTM  15      -  BATTIEST AZ MK                           284 38 26.7
 EK0340
 EK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2432107241(NAD 83)
 EK0340
 EK0340|---------------------------------------------------------------------|
 EK0340| PID    Reference Object                     Distance      Geod. Az  |
 EK0340|                                                           dddmmss.s |
 EK0340| EK0339 BATTIEST RM 1                        22.745 METERS 10807     |
 EK0340| EK0341 BATTIEST RM 2                        25.655 METERS 22020     |
 EK0340| EK0342 BATTIEST AZ MK                                     2833339.7 |
 EK0340|---------------------------------------------------------------------|
 EK0340
 EK0340                          SUPERSEDED SURVEY CONTROL
 EK0340
 EK0340  NAD 83(1986)-  34 23 30.06355(N)    094 54 39.73735(W) AD(       ) 2
 EK0340  NAD 27      -  34 23 29.69000(N)    094 54 38.92400(W) AD(       ) 2
 EK0340  NGVD 29 (??/??/92)  260.362  (m)          854.20   (f) ADJ UNCH    2 0
 EK0340  NGVD 29             260.36   (m)          854.2    (f) LEVELING    3  
 EK0340
 EK0340.Superseded values are not recommended for survey control.
 EK0340
 EK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0340.See file dsdata.pdf to determine how the superseded data were derived.
 EK0340
 EK0340_MARKER: DS = TRIANGULATION STATION DISK
 EK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0340_STAMPING: BATTIEST 1952
 EK0340_MARK LOGO: CGS
 EK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0340+STABILITY: SURFACE MOTION
 EK0340
 EK0340  HISTORY     - Date     Condition        Report By
 EK0340  HISTORY     - 1952     MONUMENTED       CGS
 EK0340  HISTORY     - 1960     GOOD             CGS
 EK0340
 EK0340                          STATION DESCRIPTION
 EK0340
 EK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0340'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BETHEL AND
 EK0340'1 MILE SOUTHEAST OF THE SMALL TOWN OF BATTIEST.  IT IS 37 FEET
 EK0340'SOUTH OF THE CENTER OF A GRAVEL ROAD, 60.5 FEET SOUTHEAST OF
 EK0340'A FENCE CORNER, 10.5 FEET SOUTH OF A FENCE AND 10 FEET SOUTH
 EK0340'OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 EK0340'IS STAMPED BATTIEST 1952.
 EK0340'
 EK0340'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE CENTER OF THE
 EK0340'ROAD AND 1.5 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 8
 EK0340'INCHES AND IS STAMPED BATTIEST NO 1 1952.
 EK0340'
 EK0340'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF THE CENTER OF THE
 EK0340'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES
 EK0340'AND IS STAMPED BATTIEST NO 2 1952.
 EK0340'
 EK0340'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF THE ROAD,
 EK0340'2 FEET EAST OF A WITNESS POST AND 1.5 FEET SOUTH OF A FENCE.
 EK0340'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 EK0340'MARKED BATTIEST 1952.
 EK0340'
 EK0340'TO REACH THE STATION FROM THE POST OFFICE IN BATTIEST, GO
 EK0340'GENERALLY SOUTHEAST ON A GRAVEL ROAD FOR 0.75 MILES TO THE
 EK0340'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.2 MILES TO STATION
 EK0340'ON THE LEFT AS DESCRIBED.
 EK0340'
 EK0340'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0340
 EK0340                          STATION RECOVERY (1960)
 EK0340
 EK0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 EK0340'1 MI E FROM BATTIEST.
 EK0340'1.0 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT BATTIEST,
 EK0340'IN SECTION 8, R 23 E, T 2 S, 37 FEET NORTH OF THE CENTERLINE OF
 EK0340'THE ROAD, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM
 EK0340'HOUSE, 10 1/2 FEET SOUTH OF A WOVEN WIRE FENCE, 10.0 FEET SOUTH
 EK0340'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD, AND
 EK0340'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0342 ***********************************************************************
 EK0342  DESIGNATION -  BATTIEST AZ MK
 EK0342  PID         -  EK0342
 EK0342  STATE/COUNTY-  OK/MCCURTAIN
 EK0342  COUNTRY     -  US
 EK0342  USGS QUAD   -  BATTIEST (2018)
 EK0342
 EK0342                         *CURRENT SURVEY CONTROL
 EK0342  ______________________________________________________________________
 EK0342* NAD 83(1986) POSITION- 34 23 32.     (N) 094 54 50.     (W)   SCALED
 EK0342* NAVD 88 ORTHO HEIGHT -   258.029 (meters)      846.55  (feet) ADJUSTED
 EK0342  ______________________________________________________________________
 EK0342  GEOID HEIGHT    -        -30.870 (meters)                     GEOID18
 EK0342  DYNAMIC HEIGHT  -        257.746 (meters)      845.62  (feet) COMP
 EK0342  MODELED GRAVITY -    979,535.5   (mgal)                       NAVD 88
 EK0342
 EK0342  VERT ORDER      -  SECOND    CLASS 0
 EK0342
 EK0342.The horizontal coordinates were scaled from a map and have
 EK0342.an estimated accuracy of +/- 6 seconds.
 EK0342
 EK0342.The orthometric height was determined by differential leveling and
 EK0342.adjusted by the NATIONAL GEODETIC SURVEY
 EK0342.in June 1991.
 EK0342
 EK0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0342.GEOID18 height accuracy estimate available here.
 EK0342
 EK0342.Click photographs - Photos may exist for this station.
 EK0342
 EK0342.The dynamic height is computed by dividing the NAVD 88
 EK0342.geopotential number by the normal gravity value computed on the
 EK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0342.degrees latitude (g = 980.6199 gals.).
 EK0342
 EK0342.The modeled gravity was interpolated from observed gravity values.
 EK0342
 EK0342;                    North         East    Units  Estimated Accuracy
 EK0342;SPC OK S     -   121,790.      883,730.      MT  (+/- 180 meters Scaled)
 EK0342
 EK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU240073(NAD 83)
 EK0342
 EK0342                          SUPERSEDED SURVEY CONTROL
 EK0342
 EK0342  NGVD 29 (??/??/92)  257.962  (m)          846.33   (f) ADJ UNCH    2 0
 EK0342
 EK0342.Superseded values are not recommended for survey control.
 EK0342
 EK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0342.See file dsdata.pdf to determine how the superseded data were derived.
 EK0342
 EK0342_MARKER: DZ = AZIMUTH MARK DISK
 EK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0342_STAMPING: BATTIEST 1952
 EK0342_MARK LOGO: CGS
 EK0342_PROJECTION: FLUSH
 EK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0342+STABILITY: SURFACE MOTION
 EK0342
 EK0342  HISTORY     - Date     Condition        Report By
 EK0342  HISTORY     - 1952     MONUMENTED       CGS
 EK0342  HISTORY     - 1960     GOOD             CGS
 EK0342
 EK0342                          STATION DESCRIPTION
 EK0342
 EK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0342'0.8 MI E FROM BATTIEST.
 EK0342'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 EK0342'BATTIEST, IN SECTION 8, R 23 E, T 2 S, 40 FEET NORTH OF THE
 EK0342'CENTER LINE OF THE ROAD, 65 YARDS WEST OF THE PROJECTED CENTER
 EK0342'LINE OF A PRIVATE ROAD LEADING SOUTH, 2 FEET SOUTH OF A FENCE,
 EK0342'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 EK0342'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0339 ***********************************************************************
 EK0339  DESIGNATION -  BATTIEST RM 1
 EK0339  PID         -  EK0339
 EK0339  STATE/COUNTY-  OK/MCCURTAIN
 EK0339  COUNTRY     -  US
 EK0339  USGS QUAD   -  BATTIEST (2018)
 EK0339
 EK0339                         *CURRENT SURVEY CONTROL
 EK0339  ______________________________________________________________________
 EK0339* NAD 83(1986) POSITION- 34 23 29.83   (N) 094 54 38.90   (W)   HD_HELD1
 EK0339* NAVD 88 ORTHO HEIGHT -   260.281 (meters)      853.94  (feet) ADJUSTED
 EK0339  ______________________________________________________________________
 EK0339  GEOID HEIGHT    -        -30.862 (meters)                     GEOID18
 EK0339  DYNAMIC HEIGHT  -        259.996 (meters)      853.00  (feet) COMP
 EK0339  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 EK0339
 EK0339  VERT ORDER      -  SECOND    CLASS 0
 EK0339
 EK0339.The horizontal coordinates were determined by differentially corrected
 EK0339.hand held GPS observations or other comparable positioning techniques
 EK0339.and have an estimated accuracy of +/- 3 meters.
 EK0339
 EK0339.The orthometric height was determined by differential leveling and
 EK0339.adjusted by the NATIONAL GEODETIC SURVEY
 EK0339.in June 1991.
 EK0339
 EK0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0339.GEOID18 height accuracy estimate available here.
 EK0339
 EK0339.Click photographs - Photos may exist for this station.
 EK0339
 EK0339.The dynamic height is computed by dividing the NAVD 88
 EK0339.geopotential number by the normal gravity value computed on the
 EK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0339.degrees latitude (g = 980.6199 gals.).
 EK0339
 EK0339.The modeled gravity was interpolated from observed gravity values.
 EK0339
 EK0339;                    North         East    Units  Estimated Accuracy
 EK0339;SPC OK S     -   121,734.7     884,017.3     MT  (+/- 3 meters HH1 GPS) 
 EK0339
 EK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2434307234(NAD 83)
 EK0339
 EK0339                          SUPERSEDED SURVEY CONTROL
 EK0339
 EK0339  NGVD 29 (??/??/92)  260.214  (m)          853.72   (f) ADJ UNCH    2 0
 EK0339
 EK0339.Superseded values are not recommended for survey control.
 EK0339
 EK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0339.See file dsdata.pdf to determine how the superseded data were derived.
 EK0339
 EK0339_MARKER: DR = REFERENCE MARK DISK
 EK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0339_STAMPING: BATTIEST NO 1 1952
 EK0339_MARK LOGO: CGS
 EK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0339+STABILITY: SURFACE MOTION
 EK0339
 EK0339  HISTORY     - Date     Condition        Report By
 EK0339  HISTORY     - 1952     MONUMENTED       CGS
 EK0339  HISTORY     - 1960     GOOD             CGS
 EK0339
 EK0339                          STATION DESCRIPTION
 EK0339
 EK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0339'NEAR BATTIEST.
 EK0339'74.8 FEET EAST OF THE TRIANGULATION STATION, 42 FEET NORTH OF THE
 EK0339'CENTERLINE OF THE ROAD, 1 1/2 FEET SOUTH OF A WOVEN WIRE FENCE,
 EK0339'0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 EK0339'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0341 ***********************************************************************
 EK0341  DESIGNATION -  BATTIEST RM 2
 EK0341  PID         -  EK0341
 EK0341  STATE/COUNTY-  OK/MCCURTAIN
 EK0341  COUNTRY     -  US
 EK0341  USGS QUAD   -  BATTIEST (2018)
 EK0341
 EK0341                         *CURRENT SURVEY CONTROL
 EK0341  ______________________________________________________________________
 EK0341* NAD 83(1986) POSITION- 34 23 29.43   (N) 094 54 40.40   (W)   HD_HELD1
 EK0341* NAVD 88 ORTHO HEIGHT -   260.322 (meters)      854.07  (feet) ADJUSTED
 EK0341  ______________________________________________________________________
 EK0341  GEOID HEIGHT    -        -30.862 (meters)                     GEOID18
 EK0341  DYNAMIC HEIGHT  -        260.037 (meters)      853.14  (feet) COMP
 EK0341  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 EK0341
 EK0341  VERT ORDER      -  SECOND    CLASS 0
 EK0341
 EK0341.The horizontal coordinates were determined by differentially corrected
 EK0341.hand held GPS observations or other comparable positioning techniques
 EK0341.and have an estimated accuracy of +/- 3 meters.
 EK0341
 EK0341.The orthometric height was determined by differential leveling and
 EK0341.adjusted by the NATIONAL GEODETIC SURVEY
 EK0341.in June 1991.
 EK0341
 EK0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0341.GEOID18 height accuracy estimate available here.
 EK0341
 EK0341.Click photographs - Photos may exist for this station.
 EK0341
 EK0341.The dynamic height is computed by dividing the NAVD 88
 EK0341.geopotential number by the normal gravity value computed on the
 EK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0341.degrees latitude (g = 980.6199 gals.).
 EK0341
 EK0341.The modeled gravity was interpolated from observed gravity values.
 EK0341
 EK0341;                    North         East    Units  Estimated Accuracy
 EK0341;SPC OK S     -   121,721.3     883,979.4     MT  (+/- 3 meters HH1 GPS) 
 EK0341
 EK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2430407222(NAD 83)
 EK0341
 EK0341                          SUPERSEDED SURVEY CONTROL
 EK0341
 EK0341  NGVD 29 (??/??/92)  260.255  (m)          853.85   (f) ADJ UNCH    2 0
 EK0341
 EK0341.Superseded values are not recommended for survey control.
 EK0341
 EK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0341.See file dsdata.pdf to determine how the superseded data were derived.
 EK0341
 EK0341_MARKER: DR = REFERENCE MARK DISK
 EK0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0341_STAMPING: BATTIEST NO 2 1952
 EK0341_MARK LOGO: CGS
 EK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0341+STABILITY: SURFACE MOTION
 EK0341
 EK0341  HISTORY     - Date     Condition        Report By
 EK0341  HISTORY     - 1952     MONUMENTED       CGS
 EK0341  HISTORY     - 1960     GOOD             CGS
 EK0341
 EK0341                          STATION DESCRIPTION
 EK0341
 EK0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0341'NEAR BATTIEST.
 EK0341'84.0 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE
 EK0341'TRIANGULATION STATION, 46 FEET SOUTH OF THE CENTERLINE OF THE
 EK0341'ROAD, 1 1/2 FEET NORTH OF A FENCE, 0.8 FOOT WEST OF A METAL
 EK0341'WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD, AND IN THE TOP OF A
 EK0341'CONCRETE POST PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0123 ***********************************************************************
 EL0123  DESIGNATION -  BB 62
 EL0123  PID         -  EL0123
 EL0123  STATE/COUNTY-  OK/BRYAN
 EL0123  COUNTRY     -  US
 EL0123  USGS QUAD   -  BOKCHITO (2018)
 EL0123
 EL0123                         *CURRENT SURVEY CONTROL
 EL0123  ______________________________________________________________________
 EL0123* NAD 83(1986) POSITION- 34 00 30.     (N) 096 10 12.     (W)   SCALED
 EL0123* NAVD 88 ORTHO HEIGHT -   191.220 (meters)      627.36  (feet) ADJUSTED
 EL0123  ______________________________________________________________________
 EL0123  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 EL0123  DYNAMIC HEIGHT  -        191.025 (meters)      626.72  (feet) COMP
 EL0123  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 EL0123
 EL0123  VERT ORDER      -  FIRST     CLASS II
 EL0123
 EL0123.The horizontal coordinates were scaled from a map and have
 EL0123.an estimated accuracy of +/- 6 seconds.
 EL0123
 EL0123.The orthometric height was determined by differential leveling and
 EL0123.adjusted by the NATIONAL GEODETIC SURVEY
 EL0123.in June 1991.
 EL0123
 EL0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0123.GEOID18 height accuracy estimate available here.
 EL0123
 EL0123.Click photographs - Photos may exist for this station.
 EL0123
 EL0123.The dynamic height is computed by dividing the NAVD 88
 EL0123.geopotential number by the normal gravity value computed on the
 EL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0123.degrees latitude (g = 980.6199 gals.).
 EL0123
 EL0123.The modeled gravity was interpolated from observed gravity values.
 EL0123
 EL0123;                    North         East    Units  Estimated Accuracy
 EL0123;SPC OK S     -    76,410.      769,040.      MT  (+/- 180 meters Scaled)
 EL0123
 EL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC613666(NAD 83)
 EL0123
 EL0123                          SUPERSEDED SURVEY CONTROL
 EL0123
 EL0123  NGVD 29 (??/??/92)  191.160  (m)          627.16   (f) ADJ UNCH    1 2
 EL0123
 EL0123.Superseded values are not recommended for survey control.
 EL0123
 EL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0123.See file dsdata.pdf to determine how the superseded data were derived.
 EL0123
 EL0123_MARKER: DB = BENCH MARK DISK
 EL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0123_STAMPING: BB 62 1934
 EL0123_MARK LOGO: CGS
 EL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0123+STABILITY: SURFACE MOTION
 EL0123
 EL0123  HISTORY     - Date     Condition        Report By
 EL0123  HISTORY     - 1934     MONUMENTED       CGS
 EL0123  HISTORY     - 1955     MARK NOT FOUND   USGS
 EL0123
 EL0123                          STATION DESCRIPTION
 EL0123
 EL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0123'1.7 MI W FROM BOKCHITO.
 EL0123'BETWEEN U.S. HIGHWAY 70 AND ST. LOUIS AND SAN FRANCISCO RR.
 EL0123'MILE POST 598/10.  30 FEET NORTH OF THE CENTERLINE OF THE
 EL0123'HIGHWAY AND 60 FEET SOUTH OF THE TRACK.
 EL0123
 EL0123                          STATION RECOVERY (1955)
 EL0123
 EL0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EL0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0649 ***********************************************************************
 GJ0649  DESIGNATION -  BEANS
 GJ0649  PID         -  GJ0649
 GJ0649  STATE/COUNTY-  OK/WOODWARD
 GJ0649  COUNTRY     -  US
 GJ0649  USGS QUAD   -  FAIRVALLEY SW (2018)
 GJ0649
 GJ0649                         *CURRENT SURVEY CONTROL
 GJ0649  ______________________________________________________________________
 GJ0649* NAD 83(1997) POSITION- 36 35 56.48933(N) 099 13 04.86574(W)   ADJUSTED
 GJ0649* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 GJ0649  ______________________________________________________________________
 GJ0649  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 GJ0649  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GJ0649  HORZ ORDER      -  SECOND
 GJ0649
 GJ0649.The horizontal coordinates were established by classical geodetic methods
 GJ0649.and adjusted by the National Geodetic Survey in October 1998.
 GJ0649
 GJ0649.The orthometric height was scaled from a topographic map.
 GJ0649
 GJ0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0649.GEOID18 height accuracy estimate available here.
 GJ0649
 GJ0649.Click photographs - Photos may exist for this station.
 GJ0649
 GJ0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0649
 GJ0649. The following values were computed from the NAD 83(1997) position.
 GJ0649
 GJ0649;                    North         East     Units Scale Factor Converg.
 GJ0649;SPC OK N     -   178,103.564   491,021.242   MT  0.99997371   -0 43 07.7
 GJ0649;SPC OK N     -   584,328.11  1,610,958.86   sFT  0.99997371   -0 43 07.7
 GJ0649;UTM  14      - 4,050,414.513   480,500.194   MT  0.99960468   -0 07 47.9
 GJ0649
 GJ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0649!SPC OK N     -   0.99990348  x   0.99997371  =   0.99987720
 GJ0649!UTM  14      -   0.99990348  x   0.99960468  =   0.99950820
 GJ0649
 GJ0649:                Primary Azimuth Mark                     Grid Az
 GJ0649:SPC OK N     -  TURTLE                                   151 39 08.7
 GJ0649:UTM  14      -  TURTLE                                   151 03 48.9
 GJ0649
 GJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8050050414(NAD 83)
 GJ0649
 GJ0649|---------------------------------------------------------------------|
 GJ0649| PID    Reference Object                     Distance      Geod. Az  |
 GJ0649|                                                           dddmmss.s |
 GJ0649| CK8892 BEANS RM 1                           45.370 METERS 08816     |
 GJ0649| GJ0648 TURTLE                              APPROX.10.6 KM 1505601.0 |
 GJ0649| CK8891 BEANS AZ MK                                        1892039.6 |
 GJ0649| CK8893 BEANS RM 2                           23.857 METERS 20114     |
 GJ0649|---------------------------------------------------------------------|
 GJ0649
 GJ0649                          SUPERSEDED SURVEY CONTROL
 GJ0649
 GJ0649  NAD 83(1993)-  36 35 56.48938(N)    099 13 04.86575(W) AD(       ) 2
 GJ0649  NAD 83(1986)-  36 35 56.49385(N)    099 13 04.85256(W) AD(       ) 2
 GJ0649  NAD 27      -  36 35 56.37320(N)    099 13 03.48064(W) AD(       ) 2
 GJ0649
 GJ0649.Superseded values are not recommended for survey control.
 GJ0649
 GJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0649.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0649
 GJ0649_MARKER: DS = TRIANGULATION STATION DISK
 GJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0649_STAMPING: BEANS 1963
 GJ0649_MARK LOGO: CGS
 GJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0649+STABILITY: SURFACE MOTION
 GJ0649
 GJ0649  HISTORY     - Date     Condition        Report By
 GJ0649  HISTORY     - 1963     MONUMENTED       CGS
 GJ0649  HISTORY     - 1976     GOOD             NGS
 GJ0649
 GJ0649                          STATION DESCRIPTION
 GJ0649
 GJ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0649'THE STATION IS ON THE EAST SIDE OF A GRADED ROAD, THERE IS A HIGHER
 GJ0649'HILL TO THE NORTHEAST OF THE STATION.  IT IS ABOUT 14-1/2 MILES
 GJ0649'NORTHEAST OF WOODWARD, 13 MILES SOUTHWEST OF FREEDOM AND 11 MILES
 GJ0649'NORTH OF MOORELAND.
 GJ0649'
 GJ0649'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND, GO NORTH ON
 GJ0649'STATE HIGHWAY 50 FOR 0.65 MILE TO WHERE THE HIGHWAY TURNS RIGHT AND
 GJ0649'A PAVED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 GJ0649'ON PAVED ROAD FOR 0.2 MILE TO A T-ROAD INTERSECTION.  TURN LEFT
 GJ0649'AND GO WEST FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 GJ0649'NORTH ON A GRADED ROAD FOR 6.0 MILES TO A T-ROAD
 GJ0649'INTERSECTION.  TURN LEFT AND GO WEST ON GRADED ROAD FOR 0.5 MILE TO
 GJ0649'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A
 GJ0649'FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST AND NORTH ON
 GJ0649'GRADED ROAD FOR 3.6 MILES TO AZIMUTH MARK ON THE LEFT.
 GJ0649'CONTINUE NORTHERLY ON GRADED ROAD FOR 0.5 MILE TO THE TOP OF A
 GJ0649'GRADE AND THE STATION ON THE RIGHT.
 GJ0649'
 GJ0649'STATION MARK IS A STANDARD DISK, STAMPED BEANS 1963, SET IN THE TOP
 GJ0649'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 61
 GJ0649'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 47 FEET SOUTH OF THE
 GJ0649'SOUTHEAST CONCRETE FOUNDATION OF AN OLD AIRWAY BEACON, 19 FEET
 GJ0649'WEST OF A WIRE FENCE AND 3.3 FEET EAST OF A WITNESS POST.
 GJ0649'
 GJ0649'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEANS NO 1 1963,
 GJ0649'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT ROCK OUTCROP PROJECTING
 GJ0649'1 INCH.  IT IS 204 FEET EAST OF THE CENTERLINE OF THE GRADED ROAD,
 GJ0649'84 FEET EAST OF THE WIRE FENCE AND ABOUT 2 FEET LOWER THAN THE
 GJ0649'STATION.
 GJ0649'
 GJ0649'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEANS NO 2 1963, SET IN
 GJ0649'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 GJ0649'IS 68 FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 1 FOOT WEST
 GJ0649'OF THE WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0649'
 GJ0649'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEANS 1963, SET IN THE TOP
 GJ0649'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 30
 GJ0649'FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 2 FEET NORTHWEST OF
 GJ0649'A WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 GJ0649'
 GJ0649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GJ0649
 GJ0649                          STATION RECOVERY (1976)
 GJ0649
 GJ0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0649'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GJ0649'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH WAS NOT
 GJ0649'RECOVERED DUE TO GRADING OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0919 ***********************************************************************
 EK0919  DESIGNATION -  BEAR
 EK0919  PID         -  EK0919
 EK0919  STATE/COUNTY-  OK/MCCURTAIN
 EK0919  COUNTRY     -  US
 EK0919  USGS QUAD   -  BEAR MOUNTAIN (2018)
 EK0919
 EK0919                         *CURRENT SURVEY CONTROL
 EK0919  ______________________________________________________________________
 EK0919* NAD 83(1993) POSITION- 34 08 16.93423(N) 094 57 00.12472(W)   ADJUSTED
 EK0919* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 EK0919  ______________________________________________________________________
 EK0919  GEOID HEIGHT    -        -29.271 (meters)                     GEOID18
 EK0919  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 EK0919  HORZ ORDER      -  FIRST
 EK0919
 EK0919.The horizontal coordinates were established by classical geodetic methods
 EK0919.and adjusted by the National Geodetic Survey in November 1994.
 EK0919
 EK0919.The orthometric height was scaled from a topographic map.
 EK0919
 EK0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0919.GEOID18 height accuracy estimate available here.
 EK0919
 EK0919.Click photographs - Photos may exist for this station.
 EK0919
 EK0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0919
 EK0919. The following values were computed from the NAD 83(1993) position.
 EK0919
 EK0919;                    North         East     Units Scale Factor Converg.
 EK0919;SPC OK S     -    93,510.097   881,261.457   MT  0.99996607   +1 43 52.4
 EK0919;SPC OK S     -   306,791.04  2,891,271.96   sFT  0.99996607   +1 43 52.4
 EK0919;UTM  15      - 3,779,178.943   320,197.385   MT  0.99999853   -1 05 40.7
 EK0919
 EK0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0919!SPC OK S     -   0.99996566  x   0.99996607  =   0.99993173
 EK0919!UTM  15      -   0.99996566  x   0.99999853  =   0.99996419
 EK0919
 EK0919:                Primary Azimuth Mark                     Grid Az
 EK0919:SPC OK S     -  BEAR AZ MK                               287 10 19.6
 EK0919:UTM  15      -  BEAR AZ MK                               289 59 52.7
 EK0919
 EK0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2019779178(NAD 83)
 EK0919
 EK0919|---------------------------------------------------------------------|
 EK0919| PID    Reference Object                     Distance      Geod. Az  |
 EK0919|                                                           dddmmss.s |
 EK0919| CX4988 BEAR RM 1                            28.873 METERS 03815     |
 EK0919| DM1312 GARVIN MUNICIPAL TANK               APPROX.20.4 KM 1755607.5 |
 EK0919| DM1313 MILLERTON STORY LUMBER CO TANK      APPROX.18.0 KM 1991838.1 |
 EK0919| DM1314 MILLERTON STORY LUMBER CO STK       APPROX.18.0 KM 1991900.9 |
 EK0919| EK0969 VALLIANT MUNICIPAL TANK             APPROX.20.4 KM 2225432.4 |
 EK0919| CX4989 BEAR RM 2                            28.813 METERS 24456     |
 EK0919| CX4987 BEAR AZ MK                                         2885412.0 |
 EK0919|---------------------------------------------------------------------|
 EK0919
 EK0919                          SUPERSEDED SURVEY CONTROL
 EK0919
 EK0919  NAD 83(1986)-  34 08 16.93871(N)    094 57 00.11407(W) AD(       ) 1
 EK0919  NAD 27      -  34 08 16.55900(N)    094 56 59.30600(W) AD(       ) 1
 EK0919
 EK0919.Superseded values are not recommended for survey control.
 EK0919
 EK0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0919.See file dsdata.pdf to determine how the superseded data were derived.
 EK0919
 EK0919_MARKER: DS = TRIANGULATION STATION DISK
 EK0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0919_STAMPING: BEAR 1951
 EK0919_MARK LOGO: CGS
 EK0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0919+STABILITY: SURFACE MOTION
 EK0919
 EK0919  HISTORY     - Date     Condition        Report By
 EK0919  HISTORY     - 1951     MONUMENTED       CGS
 EK0919  HISTORY     - 1952     GOOD             CGS
 EK0919  HISTORY     - 1971     GOOD             OKDH
 EK0919
 EK0919                          STATION DESCRIPTION
 EK0919
 EK0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0919'STATION IS LOCATED ABOUT 7 MILES NORTH NORTHEAST OF WRIGHT
 EK0919'CITY AT THE SITE OF THE BEAR MOUNTAIN LOOKOUT TOWER.  STATION
 EK0919'IS 37 FEET NORTHWEST OF THE NORTHWEST LEG OF TOWER AND 20
 EK0919'FEET SOUTHEAST OF FENCE CORNER.  THE MARK PROJECTS ABOUT 4
 EK0919'INCHES AND THE DISK IS STAMPED BEAR 1951.
 EK0919'
 EK0919'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF LOW STONE FENCE.  THE
 EK0919'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BEAR
 EK0919'NO 1 1951.
 EK0919'
 EK0919'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE APPROXIMATE
 EK0919'CENTERLINE OF ROAD AND 5 FEET SOUTH OF LARGE TREE.  THE MARK
 EK0919'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BEAR NO 2 1951.
 EK0919'
 EK0919'AZIMUTH MARK IS 16 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE
 EK0919'OF GRAVEL ROAD AND 2.5 FEET NORTH NORTHEAST OF WITNESS POST.
 EK0919'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0919'BEAR 1951.
 EK0919'
 EK0919'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND THE MAIN
 EK0919'STREET IN VALLIANT GO NORTH AND NORTHEAST ON GRAVEL ROAD FOR
 EK0919'1.1 MILES TO FORK.  TAKE RIGHT FORK AND FOLLOW MAIN GRAVEL
 EK0919'ROAD FOR 5.15 MILES TO BRIDGE OVER THE LITTLE RIVER.  CONTINUE
 EK0919'EAST FOR 2.25 MILES TO RAILROAD CROSSING JUST NORTH OF WRIGHT
 EK0919'CITY.  TURN LEFT AFTER CROSSING TRACKS AND GO NORTH FOR 3.5
 EK0919'MILES TO T ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.5 MILE
 EK0919'TO RAILROAD CROSSING.  CONTINUE WEST, CROSSING A WIDE GRAVEL
 EK0919'ROAD, FOR 3.15 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE
 EK0919'FOR 0.1 MILE TO FORKS.  TAKE RIGHT FORK CROSSING CATTLE
 EK0919'GUARD FOR 0.1 MILE TO STATION AND LOOKOUT TOWER AS
 EK0919'DESCRIBED.
 EK0919'
 EK0919'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0919
 EK0919                          STATION RECOVERY (1952)
 EK0919
 EK0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0919'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EK0919'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 EK0919'REFERENCE MARKS WERE NOT CHECKED BECAUSE OF WEATHER CONDITIONS.
 EK0919'THE GENERAL DESCRIPTION OF THE STATION IS ADEQUATE.
 EK0919'
 EK0919'A NEW TO REACH DESCRIPTION FOLLOWS.
 EK0919'
 EK0919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 EK0919'AND STATE HIGHWAYS 21 AND 7, AT THE SOUTHWEST EDGE OF BROKEN
 EK0919'BOW, GO WEST ON HIGHWAY 7 FOR 9.45 MILES TO CROSSROAD AND
 EK0919'STORE ON THE RIGHT.  (THE NEW ROAD HAS NOT BEEN COMPLETED AT
 EK0919'THIS TIME).  TURN LEFT (DETOUR) FOR 1.55 MILES TO A SIDE ROAD
 EK0919'RIGHT AT THE EDGE OF A SMALL VILLAGE.  TURN RIGHT FOR 1 MILE
 EK0919'TO A SIDE ROAD RIGHT.  TURN RIGHT FOR 1.5 MILES TO A SIDE
 EK0919'ROAD LEFT.  TURN LEFT FOR 1.45 MILES TO HIGHWAY 7.  TURN LEFT
 EK0919'ON HIGHWAY 7 FOR 1.25 MILES TO A CROSSROAD AT SIGN BEAR
 EK0919'MT LOOKOUT TOWER 2 MILES.  HERE TURN RIGHT ON FOREST SERVICE
 EK0919'ROAD FOR 2.0 MILES TO THE TOWER AND STATION AS DESCRIBED.
 EK0919
 EK0919                          STATION RECOVERY (1971)
 EK0919
 EK0919'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (RNS)
 EK0919'BEAR TRIANGULATION STA. 1951 FOUND IN GOOD CONDITION.
 EK0919'
 EK0919'BEAR NO. 1 1951 FOUND IN GOOD CONDITION.
 EK0919'
 EK0919'BEAR NO. 2 1951 FOUND IN GOOD CONDITION.
 EK0919'
 EK0919'BEAR TRIANGULATION AZIMUTH 1951 FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0991 ***********************************************************************
 EL0991  DESIGNATION -  BEAR
 EL0991  PID         -  EL0991
 EL0991  STATE/COUNTY-  OK/STEPHENS
 EL0991  COUNTRY     -  US
 EL0991  USGS QUAD   -  PERNELL (2018)
 EL0991
 EL0991                         *CURRENT SURVEY CONTROL
 EL0991  ______________________________________________________________________
 EL0991* NAD 83(1993) POSITION- 34 35 39.50488(N) 097 36 33.83366(W)   ADJUSTED
 EL0991* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 EL0991  ______________________________________________________________________
 EL0991  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 EL0991  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 EL0991  HORZ ORDER      -  SECOND
 EL0991
 EL0991.The horizontal coordinates were established by classical geodetic methods
 EL0991.and adjusted by the National Geodetic Survey in November 1994.
 EL0991
 EL0991.The orthometric height was scaled from a topographic map.
 EL0991
 EL0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0991.GEOID18 height accuracy estimate available here.
 EL0991
 EL0991.Click photographs - Photos may exist for this station.
 EL0991
 EL0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0991
 EL0991. The following values were computed from the NAD 83(1993) position.
 EL0991
 EL0991;                    North         East     Units Scale Factor Converg.
 EL0991;SPC OK S     -   139,940.690   635,830.030   MT  0.99993596   +0 13 18.2
 EL0991;SPC OK S     -   459,122.08  2,086,052.36   sFT  0.99993596   +0 13 18.2
 EL0991;UTM  14      - 3,828,933.472   627,522.310   MT  0.99980044   +0 47 22.7
 EL0991
 EL0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0991!SPC OK S     -   0.99995143  x   0.99993596  =   0.99988739
 EL0991!UTM  14      -   0.99995143  x   0.99980044  =   0.99975188
 EL0991
 EL0991:                Primary Azimuth Mark                     Grid Az
 EL0991:SPC OK S     -  BEAR AZ MK                               090 15 50.7
 EL0991:UTM  14      -  BEAR AZ MK                               089 41 46.2
 EL0991
 EL0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2752228933(NAD 83)
 EL0991
 EL0991|---------------------------------------------------------------------|
 EL0991| PID    Reference Object                     Distance      Geod. Az  |
 EL0991|                                                           dddmmss.s |
 EL0991| CX9684 BEAR RM 1                            18.518 METERS 02343     |
 EL0991| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.13.4 KM 0483210.6 |
 EL0991| CX9683 BEAR AZ MK                                         0902908.9 |
 EL0991| EL0930 TUSSY PUMPING STA RADIO MAST        APPROX.13.5 KM 1551115.8 |
 EL0991| CX9685 BEAR RM 2                            21.550 METERS 26228     |
 EL0991|---------------------------------------------------------------------|
 EL0991
 EL0991                          SUPERSEDED SURVEY CONTROL
 EL0991
 EL0991  NAD 83(1986)-  34 35 39.50969(N)    097 36 33.82086(W) AD(       ) 2
 EL0991  NAD 27      -  34 35 39.22140(N)    097 36 32.71180(W) AD(       ) 2
 EL0991
 EL0991.Superseded values are not recommended for survey control.
 EL0991
 EL0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0991.See file dsdata.pdf to determine how the superseded data were derived.
 EL0991
 EL0991_MARKER: DS = TRIANGULATION STATION DISK
 EL0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0991_STAMPING: BEAR 1954
 EL0991_MARK LOGO: CGS
 EL0991_PROJECTION: FLUSH
 EL0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0991+STABILITY: SURFACE MOTION
 EL0991
 EL0991  HISTORY     - Date     Condition        Report By
 EL0991  HISTORY     - 1954     MONUMENTED       CGS
 EL0991  HISTORY     - 1960     GOOD             CGS
 EL0991  HISTORY     - 1963     GOOD             CGS
 EL0991  HISTORY     - 1981     GOOD             LOCENG
 EL0991
 EL0991                          STATION DESCRIPTION
 EL0991
 EL0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0991'THE STATION IS LOCATED ABOUT 12.0 MILES WEST-SOUTHWEST OF ELMORE
 EL0991'CITY AND ABOUT 10.0 MILES NORTH-NORTHEAST OF VELMA ON THE TOP
 EL0991'OF A LOW HILL AND NEAR THE SOUTH EDGE OF A PASTURE, 30 FEET
 EL0991'NORTH OF THE CENTER OF A DIRT ROAD AND 15 FEET NORTH OF AN
 EL0991'EAST-WEST FENCE LINE AND WITNESS POST.  IT IS STAMPED BEAR 1954
 EL0991'AND IS FLUSH WITH THE GROUND SURFACE.
 EL0991'
 EL0991'REFERENCE MARK NO. 1 IS 75 FEET NORTH OF AN EAST-WEST FENCE
 EL0991'LINE.  IT IS STAMPED BEAR NO 1 1954 AND IS FLUSH WITH THE
 EL0991'GROUND SURFACE.
 EL0991'
 EL0991'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF PASTURE, 18 FEET
 EL0991'NORTH OF THE CENTER OF DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST
 EL0991'FENCE LINE.  IT IS STAMPED BEAR NO 2 1954 AND IS FLUSH WITH THE
 EL0991'GROUND SURFACE.
 EL0991'
 EL0991'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 114.7 FEET.
 EL0991'
 EL0991'THE AZIMUTH MARK IS ON THE TOP OF A LOW HILL IN THE SOUTH EDGE
 EL0991'OF A PASTURE, 22 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 EL0991'2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 EL0991'FENCE LINE.  IT IS STAMPED BEAR 1954 AND PROJECTS 1 INCH.
 EL0991'
 EL0991'TO REACH THE STATION FROM THE POST OFFICE IN ELMORE CITY, GO
 EL0991'NORTH FOR 0.15 MILE TO AN INTERSECTION AND TRAFFIC LIGHT,
 EL0991'TURN LEFT AND GO WEST ON STATE HIGHWAY 29 FOR 11.3 MILES
 EL0991'TO THE BEGINNING OF A DIVIDED HIGHWAY, CONTINUE WEST FOR
 EL0991'0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED
 EL0991'ROAD FOR 3.0 MILES TO A T INTERSECTION, TURN RIGHT AND GO WEST
 EL0991'ON DIRT ROAD FOR 0.4 MILE TO THE TOP OF HILL AND AZIMUTH
 EL0991'MARK ON RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.25 MILE TO
 EL0991'THE TOP OF ANOTHER HILL AND LARGE CATTLE GUARD ON LEFT AND
 EL0991'STATION IN PASTURE ON RIGHT AS DESCRIBED.
 EL0991'
 EL0991'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EL0991
 EL0991                          STATION RECOVERY (1960)
 EL0991
 EL0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 EL0991'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 EL0991'NO DESCRIPTION WAS FURNISHED.
 EL0991
 EL0991                          STATION RECOVERY (1963)
 EL0991
 EL0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0991'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EL0991'GOOD CONDITION.  STATION IS IN THE SW 1/4 OF SEC. 34, T. 2
 EL0991'N., R. 4 W.
 EL0991'
 EL0991'STATION MARK IS 36.0 FEET WEST FROM THE CENTER LINE OF A CATTLE
 EL0991'GUARD AND 31.0 FEET NORTH FROM THE CENTER OF THE EAST-WEST
 EL0991'SECTION LINE ROAD, 10.5 FEET NORTH OF THE EAST-WEST RIGHT-OF-WAY
 EL0991'FENCE.  THE MARK IS FLUSH WITH GROUND SURFACE.
 EL0991'
 EL0991'R.M. NO. 1 IS 86 FEET NORTH FROM THE CENTER OF THE ROAD AND 66
 EL0991'FEET NORTH OF THE EAST-WEST FENCE LINE, ABOUT DUE NORTH FROM
 EL0991'THE WEST GATE POST AT THE CATTLE GUARD.
 EL0991'
 EL0991'R.M. NO. 2 IS 22 FEET NORTH FROM THE CENTER OF THE ROAD AND 1
 EL0991'FOOT NORTH OF THE EAST-WEST FENCE LINE.
 EL0991'
 EL0991'THE FENCE LINE USED AS REFERENCE TO THE AZIMUTH MARK HAS BEEN
 EL0991'REMOVED.
 EL0991'
 EL0991'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EL0991
 EL0991                          STATION RECOVERY (1981)
 EL0991
 EL0991'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 EL0991'UNABLE TO RECOVER STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2.
 EL0991'
 EL0991'FOUND AZIMUTH MARK IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1021 ***********************************************************************
 GH1021  DESIGNATION -  BEAR
 GH1021  PID         -  GH1021
 GH1021  STATE/COUNTY-  OK/KAY
 GH1021  COUNTRY     -  US
 GH1021  USGS QUAD   -  HARDY (2018)
 GH1021
 GH1021                         *CURRENT SURVEY CONTROL
 GH1021  ______________________________________________________________________
 GH1021* NAD 83(1997) POSITION- 36 53 00.50258(N) 096 51 12.55207(W)   ADJUSTED
 GH1021* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 GH1021  ______________________________________________________________________
 GH1021  GEOID HEIGHT    -        -29.033 (meters)                     GEOID18
 GH1021  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 GH1021  HORZ ORDER      -  SECOND
 GH1021
 GH1021.The horizontal coordinates were established by classical geodetic methods
 GH1021.and adjusted by the National Geodetic Survey in October 1998.
 GH1021
 GH1021.The orthometric height was scaled from a topographic map.
 GH1021
 GH1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1021.GEOID18 height accuracy estimate available here.
 GH1021
 GH1021.Click photographs - Photos may exist for this station.
 GH1021
 GH1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1021
 GH1021. The following values were computed from the NAD 83(1997) position.
 GH1021
 GH1021;                    North         East     Units Scale Factor Converg.
 GH1021;SPC OK N     -   209,589.350   702,208.604   MT  1.00002340   +0 40 35.8
 GH1021;SPC OK N     -   687,627.73  2,303,829.39   sFT  1.00002340   +0 40 35.8
 GH1021;UTM  14      - 4,084,096.982   691,291.990   MT  1.00005082   +1 17 19.3
 GH1021
 GH1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1021!SPC OK N     -   0.99994804  x   1.00002340  =   0.99997144
 GH1021!UTM  14      -   0.99994804  x   1.00005082  =   0.99999886
 GH1021
 GH1021:                Primary Azimuth Mark                     Grid Az
 GH1021:SPC OK N     -  WOLF                                     253 05 12.2
 GH1021:UTM  14      -  WOLF                                     252 28 28.7
 GH1021
 GH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9129184096(NAD 83)
 GH1021
 GH1021|---------------------------------------------------------------------|
 GH1021| PID    Reference Object                     Distance      Geod. Az  |
 GH1021|                                                           dddmmss.s |
 GH1021| CI1073 BEAR RM 1                            21.835 METERS 16005     |
 GH1021| GH1023 PT 20                                21.717 METERS 19755     |
 GH1021| GH1027 WOLF                                APPROX. 8.7 KM 2534548.0 |
 GH1021| CI1074 BEAR RM 2                            20.080 METERS 26044     |
 GH1021| CI1072 BEAR AZ MK                                         2685133.0 |
 GH1021| GH1022 BEAVER TWP ATT MICROWAVE TOWER      APPROX.10.1 KM 3531343.6 |
 GH1021|---------------------------------------------------------------------|
 GH1021
 GH1021                          SUPERSEDED SURVEY CONTROL
 GH1021
 GH1021  NAD 83(1993)-  36 53 00.50209(N)    096 51 12.55050(W) AD(       ) 2
 GH1021  NAD 83(1986)-  36 53 00.51542(N)    096 51 12.54119(W) AD(       ) 2
 GH1021  NAD 27      -  36 53 00.39616(N)    096 51 11.42380(W) AD(       ) 2
 GH1021
 GH1021.Superseded values are not recommended for survey control.
 GH1021
 GH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1021.See file dsdata.pdf to determine how the superseded data were derived.
 GH1021
 GH1021_MARKER: DS = TRIANGULATION STATION DISK
 GH1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1021_STAMPING: BEAR 1958
 GH1021_MARK LOGO: CGS
 GH1021_PROJECTION: RECESSED 30 CENTIMETERS
 GH1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1021+STABILITY: SURFACE MOTION
 GH1021
 GH1021  HISTORY     - Date     Condition        Report By
 GH1021  HISTORY     - 1958     MONUMENTED       CGS
 GH1021  HISTORY     - 1963     GOOD             USGS
 GH1021
 GH1021                          STATION DESCRIPTION
 GH1021
 GH1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH1021'LOCATED ABOUT 12 MILES EAST OF NEWKIRK, ABOUT 8 MILES NORTH
 GH1021'OF KAW CITY, IN THE SOUTHEAST 1/4 OF SECTION 22, T 28 N,
 GH1021'R 4 E, ON LAND LEASED BY MR. JIM DOBSON, WHO LIVES IN THE
 GH1021'FIRST HOUSE WEST OF THE STATION ON THE NORTH SIDE OF THE
 GH1021'ROAD.
 GH1021'
 GH1021'REACHED FROM THE NORTHEAST CORNER OF THE POST OFFICE, AT THE
 GH1021'INTERSECTION OF U.S. HIGHWAY 77 AND 7TH STREET, IN NEWKIRK,
 GH1021'BY GOING EASTERLY ON MACADAM ROAD FOR 5.8 MILES TO THE EAST
 GH1021'END OF BRIDGE OVER ARKANSAS RIVER, CONTINUE EASTERLY ON
 GH1021'MACADAM ROAD FOR 3.2 MILES TO CROSSROADS AND SCHOOLHOUSE
 GH1021'ON THE LEFT, CONTINUE EASTERLY ON MACADAM ROAD FOR 1.2 MILES
 GH1021'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 GH1021'EASTERLY ON MACADAM ROAD FOR 0.65 MILE TO THE STATION ON
 GH1021'THE LEFT.
 GH1021'
 GH1021'STATION MARKS ARE STANDARD DISKS, STAMPED BEAR 1958.  THE
 GH1021'SURFACE MARK IS SET IN THE TOP OF A 16-INCH, SQUARE, CONCRETE
 GH1021'POST 12 INCHES BELOW THE GROUND SURFACE.  IT IS 85 FEET
 GH1021'NORTHEAST OF A POWERLINE POLE, 72 FEET NORTH OF THE EAST
 GH1021'GATE POST IN AN EAST-WEST FENCE, 39 FEET NORTH OF THE CENTER
 GH1021'OF A MACADAM ROAD, 14 FEET NORTHEAST OF A TELEPHONE POLE
 GH1021'AND 10 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.  THE
 GH1021'UNDERGROUND MARK WAS SET 34 INCHES BELOW THE GROUND SURFACE.
 GH1021'STATION IS 0.1 MILE WEST OF CROSSROADS.
 GH1021'
 GH1021'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1958,
 GH1021'SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING
 GH1021'5 INCHES.  IT IS 79 FEET EAST OF A POWERLINE POLE, 64 FEET
 GH1021'SOUTHEAST OF A TELEPHONE POLE, 28 FEET SOUTH OF THE CENTER
 GH1021'OF THE MACADAM ROAD, 6 FEET EAST OF THE EAST GATE POST AND
 GH1021'1 FOOT NORTH OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST
 GH1021'WAS SET 1 FOOT WEST OF THE MARK.
 GH1021'
 GH1021'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1958,
 GH1021'SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING
 GH1021'6 INCHES.  IT IS 59 FEET NORTH-NORTHWEST OF A POWERLINE
 GH1021'POLE, 58 FEET WEST OF A TELEPHONE POLE, 29 FEET NORTH OF THE
 GH1021'CENTER OF THE MACADAM ROAD AND 1 FOOT SOUTH OF A ROAD
 GH1021'RIGHT-OF-WAY FENCE.
 GH1021'
 GH1021'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAR 1958, SET IN
 GH1021'THE TOP OF A 11-INCH, SQUARE, CONCRETE POST PROJECTING 4
 GH1021'INCHES.  IT IS 63 FEET EAST OF A TELEPHONE POLE, 31 FEET
 GH1021'SOUTH OF THE CENTER OF THE MACADAM ROAD AND 2 FEET NORTH
 GH1021'OF A ROAD RIGHT-OF-WAY FENCE.  IT IS ABOUT 0.1 MILE EAST
 GH1021'OF THE TOP OF A RISE IN THE ROAD.  A WHITE POST WAS SET 1
 GH1021'FOOT NORTH OF THE MARK.
 GH1021'
 GH1021'PT 20 IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK, SCREWED
 GH1021'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 24 INCHES.  IT
 GH1021'IS 57 FEET EAST OF A TELEPHONE POLE, 28 FEET SOUTH OF THE
 GH1021'CENTER OF THE MACADAM ROAD, 22 FEET EAST OF A POWERLINE
 GH1021'POLE, 50 FEET WEST OF THE EAST GATE POST AND 1 FOOT NORTH
 GH1021'OF A ROAD RIGHT-OF-WAY FENCE.
 GH1021'
 GH1021'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH1021
 GH1021                          STATION RECOVERY (1963)
 GH1021
 GH1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GH1021'THE AZIMUTH MARK WAS FOUND LYING OUT OF GROUND ALONG THE
 GH1021'SIDE OF ROAD.  NEW ROAD DITCHES HAVE BEEN MADE AND GRADERS
 GH1021'MUST HAVE PUSHED THE POST OUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0880 ***********************************************************************
 FJ0880  DESIGNATION -  BEAR CREEK
 FJ0880  PID         -  FJ0880
 FJ0880  STATE/COUNTY-  OK/LOGAN
 FJ0880  COUNTRY     -  US
 FJ0880  USGS QUAD   -  GUTHRIE SE (2018)
 FJ0880
 FJ0880                         *CURRENT SURVEY CONTROL
 FJ0880  ______________________________________________________________________
 FJ0880* NAD 83(1993) POSITION- 35 51 46.83281(N) 097 20 09.08813(W)   ADJUSTED
 FJ0880* NAVD 88 ORTHO HEIGHT -   371.    (meters)     1217.    (feet) SCALED
 FJ0880  ______________________________________________________________________
 FJ0880  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 FJ0880  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 FJ0880  HORZ ORDER      -  SECOND
 FJ0880
 FJ0880.The horizontal coordinates were established by classical geodetic methods
 FJ0880.and adjusted by the National Geodetic Survey in November 1994.
 FJ0880
 FJ0880.The orthometric height was scaled from a topographic map.
 FJ0880
 FJ0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0880.GEOID18 height accuracy estimate available here.
 FJ0880
 FJ0880.Click photographs - Photos may exist for this station.
 FJ0880
 FJ0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0880
 FJ0880. The following values were computed from the NAD 83(1993) position.
 FJ0880
 FJ0880;                    North         East     Units Scale Factor Converg.
 FJ0880;SPC OK N     -    95,958.235   659,982.001   MT  0.99995944   +0 23 31.0
 FJ0880;SPC OK N     -   314,822.98  2,165,290.95   sFT  0.99995944   +0 23 31.0
 FJ0880;UTM  14      - 3,970,032.868   650,250.830   MT  0.99987818   +0 58 30.4
 FJ0880
 FJ0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0880!SPC OK N     -   0.99994611  x   0.99995944  =   0.99990555
 FJ0880!UTM  14      -   0.99994611  x   0.99987818  =   0.99982429
 FJ0880
 FJ0880:                Primary Azimuth Mark                     Grid Az
 FJ0880:SPC OK N     -  BEAR CREEK AZ MK                         358 13 05.1
 FJ0880:UTM  14      -  BEAR CREEK AZ MK                         357 38 05.7
 FJ0880
 FJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5025070032(NAD 83)
 FJ0880
 FJ0880|---------------------------------------------------------------------|
 FJ0880| PID    Reference Object                     Distance      Geod. Az  |
 FJ0880|                                                           dddmmss.s |
 FJ0880| FJ0879 BENCH MK NR BEAR CR                  12.067 METERS 00008     |
 FJ0880| FJ0878 GUTHRIE ATT MAST KKC 98             APPROX.10.1 KM 1453211.7 |
 FJ0880| CL4265 BEAR CREEK RM 1                      25.260 METERS 21906     |
 FJ0880| FJ0882 GUTHRIE SHELL MAST 2                APPROX. 3.8 KM 2295839.6 |
 FJ0880| FJ0885 AIRPORT BCN GUTHRIE APT             APPROX. 7.5 KM 2621149.8 |
 FJ0880| FJ0889 GUTHRIE WEST MUNICIPAL TANK         APPROX.10.3 KM 2783148.5 |
 FJ0880| CL4264 BEAR CREEK AZ MK                                   3583636.1 |
 FJ0880|---------------------------------------------------------------------|
 FJ0880
 FJ0880                          SUPERSEDED SURVEY CONTROL
 FJ0880
 FJ0880  NAD 83(1986)-  35 51 46.84047(N)    097 20 09.07126(W) AD(       ) 2
 FJ0880  NAD 27      -  35 51 46.66026(N)    097 20 07.93052(W) AD(       ) 2
 FJ0880
 FJ0880.Superseded values are not recommended for survey control.
 FJ0880
 FJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0880.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0880
 FJ0880_MARKER: DS = TRIANGULATION STATION DISK
 FJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0880_STAMPING: BEAR CREEK 1954
 FJ0880_MARK LOGO: CGS
 FJ0880_PROJECTION: FLUSH
 FJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0880+STABILITY: SURFACE MOTION
 FJ0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0880+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2010
 FJ0880
 FJ0880  HISTORY     - Date     Condition        Report By
 FJ0880  HISTORY     - 1954     MONUMENTED       CGS
 FJ0880  HISTORY     - 1971     GOOD             OKDH
 FJ0880  HISTORY     - 20101102 GOOD             INDIV
 FJ0880
 FJ0880                          STATION DESCRIPTION
 FJ0880
 FJ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0880'THE STATION IS LOCATED ON THE EASTERN RIGHT-OF-WAY OF A SECTION
 FJ0880'LINE ROAD IN BEAR CREEK TOWNSHIP.  IT IS 9 MILES SOUTHWEST OF
 FJ0880'COYLE AND 5 MILES EAST-SOUTHEAST OF GUTHRIE.  IT IS NEAR THE
 FJ0880'SW CORNER OF THE NW 1/4 OF SEC. 17, T 16 N., R 1 W.
 FJ0880'
 FJ0880'REACHED FROM THE INTERSECTION OF EAST OKLAHOMA AVENUE AND
 FJ0880'DREXEL BOULEVARD AT THE EASTERN EDGE OF GUTHERIE BY GOING EAST
 FJ0880'ON EAST OKLAHOMA AVENUE (STATE HIGHWAY 33) FOR 1.2 MILES TO A
 FJ0880'FORK.  TAKE THE RIGHT ROAD, EASTERLY, AND GO 3.2 MILES TO A
 FJ0880'CROSSROAD.  TURN RIGHT, SOUTH, AND GO 0.2 MILE TO THE AZIMUTH
 FJ0880'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILES TO THE
 FJ0880'STATION ON THE LEFT.
 FJ0880'
 FJ0880'THE STATION MARK IS 25 FEET EAST OF THE APPROXIMATE CENTER OF
 FJ0880'THE SECTION LINE ROAD, 40 FEET NORTH OF A FENCE CORNER-POST,
 FJ0880'AND 9 FEET WEST OF THE FENCE.  THE MARK IS LEVEL WITH THE SURFACE
 FJ0880'OF THE GROUND, AND THE DISK IS STAMPED BEAR CREEK 1954.
 FJ0880'
 FJ0880'REFERENCE MARK NO. 1, SOUTHWEST OF THE STATION, IS 27 FEET WEST
 FJ0880'OF THE APPROXIMATE CENTER OF THE ROAD, 1.5 FEET SOUTH OF
 FJ0880'TELEPHONE POLE NO. 8, 1 FOOT EAST OF A FENCE, AND PROJECTS 3
 FJ0880'INCHES.  THE DISK IS STAMPED BEAR CREEK NO 1 1954.
 FJ0880'
 FJ0880'THE U.S.G.S. BENCH MARK, NORTH OF THE STATION, IS 24 FEET EAST OF
 FJ0880'THE APPROXIMATE CENTER OF THE ROAD AND 10 FEET WEST OF THE FENCE.
 FJ0880'IT IS A STANDARD U.S.G.S. BRONZE CAP FASTENED TO A SECTION OF
 FJ0880'4-INCH PIPE PROJECTING 5 INCHES, AND THE CAP IS NOT STAMPED.
 FJ0880'IT WAS USED AS A REFERENCE MARK.
 FJ0880'
 FJ0880'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE NORTH OF THE STATION,
 FJ0880'IS 28 FEET WEST OF THE APPROXIMATE CENTER OF THE SECTION LINE
 FJ0880'ROAD, 2.5 FEET SOUTH OF A WITNESS POST, 2 FEET SOUTH OF TELEPHONE
 FJ0880'POLE NO. 3, 1 FOOT EAST OF A FENCE, AND PROJECTS 4 INCHES.
 FJ0880'THE DISK IS STAMPED BEAR CREEK 1954.
 FJ0880'
 FJ0880'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ0880
 FJ0880                          STATION RECOVERY (1971)
 FJ0880
 FJ0880'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (ORS)
 FJ0880'BEAR CREEK RECOVERED GOOD, REFERENCE NO. 1 IN GOOD CONDITION, USGS
 FJ0880'BENCH MARK NOT STAMPED = REFERENCE NO. 2 HAS BEEN BENT OVER TOWARD
 FJ0880'NORTH, AZIMUTH MARKER IS IN GOOD CONDITION.
 FJ0880'
 FJ0880'WITNESS POST SET 3 FT. EAST OF STATION.
 FJ0880
 FJ0880                          STATION RECOVERY (2010)
 FJ0880
 FJ0880'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JM)
 FJ0880'MARK IS 1.5' BELOW GROUND LEVEL
 FJ0880'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0918 ***********************************************************************
 EK0918  DESIGNATION -  BEAR MOUNTAIN LOOKOUT TOWER
 EK0918  PID         -  EK0918
 EK0918  STATE/COUNTY-  OK/MCCURTAIN
 EK0918  COUNTRY     -  US
 EK0918  USGS QUAD   -  BEAR MOUNTAIN (2018)
 EK0918
 EK0918                         *CURRENT SURVEY CONTROL
 EK0918  ______________________________________________________________________
 EK0918* NAD 83(1993) POSITION- 34 08 16.71596(N) 094 56 59.62877(W)   ADJUSTED
 EK0918  ______________________________________________________________________
 EK0918  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 EK0918  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 EK0918  HORZ ORDER      -  THIRD
 EK0918
 EK0918.The horizontal coordinates were established by classical geodetic methods
 EK0918.and adjusted by the National Geodetic Survey in November 1994.
 EK0918
 EK0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0918.GEOID18 height accuracy estimate available here.
 EK0918
 EK0918.Click photographs - Photos may exist for this station.
 EK0918
 EK0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0918
 EK0918. The following values were computed from the NAD 83(1993) position.
 EK0918
 EK0918;                    North         East     Units Scale Factor Converg.
 EK0918;SPC OK S     -    93,503.759   881,274.360   MT  0.99996608   +1 43 52.6
 EK0918;SPC OK S     -   306,770.25  2,891,314.30   sFT  0.99996608   +1 43 52.6
 EK0918;UTM  15      - 3,779,171.976   320,209.961   MT  0.99999847   -1 05 40.4
 EK0918
 EK0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2020979171(NAD 83)
 EK0918
 EK0918                          SUPERSEDED SURVEY CONTROL
 EK0918
 EK0918  NAD 83(1986)-  34 08 16.72058(N)    094 56 59.61847(W) AD(       ) 3
 EK0918  NAD 27      -  34 08 16.34200(N)    094 56 58.81500(W) AD(       ) 3
 EK0918
 EK0918.Superseded values are not recommended for survey control.
 EK0918
 EK0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0918.See file dsdata.pdf to determine how the superseded data were derived.
 EK0918
 EK0918_MARKER: 57 = LOOKOUT TOWER
 EK0918
 EK0918  HISTORY     - Date     Condition        Report By
 EK0918  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0918
 EK0918                          STATION DESCRIPTION
 EK0918
 EK0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0918'STATION IS LOCATED ABOUT 7 MILES NORTH NORTHEAST OF WRIGHT
 EK0918'CITY ON A HIGH POINT IN HEAVILY WOODED HILLS.  STATION IS
 EK0918'OF STEEL CONSTRUCTION AND ABOUT 70 FEET HIGH.  THE POINT
 EK0918'INTERSECTED WAS THE CENTER OF THE TOWER.
 EK0918'
 EK0918'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND THE MAIN
 EK0918'STREET IN VALLIANT GO NORTH AND NORTHEAST ON GRAVEL ROAD
 EK0918'FOR 1.1 MILES TO FORKS.  TAKE RIGHT FORK AND FOLLOW MAIN
 EK0918'GRAVEL ROAD FOR 5.15 MILES TO BRIDGE OVER THE LITTLE RIVER.
 EK0918'CONTINUE EAST FOR 2.25 MILES TO RAILROAD CROSSING JUST NORTH
 EK0918'OF WRIGHT CITY.  TURN LEFT AFTER CROSSING TRACKS AND GO
 EK0918'NORTH FOR 3.5 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO
 EK0918'WESTERLY FOR 3.75 MILES TO FORKS.  TAKE RIGHT FORK CROSSING
 EK0918'CATTLE GUARD FOR 0.1 MILE TO STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0699 ***********************************************************************
 EM0699  DESIGNATION -  BEAVER
 EM0699  PID         -  EM0699
 EM0699  STATE/COUNTY-  OK/COTTON
 EM0699  COUNTRY     -  US
 EM0699  USGS QUAD   -  TEMPLE NW (2018)
 EM0699
 EM0699                         *CURRENT SURVEY CONTROL
 EM0699  ______________________________________________________________________
 EM0699* NAD 83(1993) POSITION- 34 27 25.14792(N) 098 09 24.57843(W)   ADJUSTED
 EM0699* NAVD 88 ORTHO HEIGHT -   327.9   (meters)     1076.    (feet) VERTCON3
 EM0699  ______________________________________________________________________
 EM0699  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 EM0699  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 EM0699  HORZ ORDER      -  SECOND
 EM0699
 EM0699.The horizontal coordinates were established by classical geodetic methods
 EM0699.and adjusted by the National Geodetic Survey in November 1994.
 EM0699
 EM0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0699
 EM0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0699.GEOID18 height accuracy estimate available here.
 EM0699
 EM0699.Click photographs - Photos may exist for this station.
 EM0699
 EM0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0699
 EM0699. The following values were computed from the NAD 83(1993) position.
 EM0699
 EM0699;                    North         East     Units Scale Factor Converg.
 EM0699;SPC OK S     -   124,650.201   585,590.480   MT  0.99993839   -0 05 20.5
 EM0699;SPC OK S     -   408,956.53  1,921,224.77   sFT  0.99993839   -0 05 20.5
 EM0699;UTM  14      - 3,813,149.949   577,446.736   MT  0.99967393   +0 28 37.5
 EM0699
 EM0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0699!SPC OK S     -   0.99995251  x   0.99993839  =   0.99989091
 EM0699!UTM  14      -   0.99995251  x   0.99967393  =   0.99962646
 EM0699
 EM0699:                Primary Azimuth Mark                     Grid Az
 EM0699:SPC OK S     -  BEAVER AZ MK                             179 29 36.6
 EM0699:UTM  14      -  BEAVER AZ MK                             178 55 38.6
 EM0699
 EM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7744613149(NAD 83)
 EM0699
 EM0699|---------------------------------------------------------------------|
 EM0699| PID    Reference Object                     Distance      Geod. Az  |
 EM0699|                                                           dddmmss.s |
 EM0699| EM0574 DUNCAN                              APPROX.10.3 KM 0784052.1 |
 EM0699| CX7568 BEAVER AZ MK                                       1792416.1 |
 EM0699| CX7569 BEAVER RM 1                          18.940 METERS 26718     |
 EM0699| CX7570 BEAVER RM 2                          10.353 METERS 35929     |
 EM0699|---------------------------------------------------------------------|
 EM0699
 EM0699                          SUPERSEDED SURVEY CONTROL
 EM0699
 EM0699  NAD 83(1986)-  34 27 25.15139(N)    098 09 24.56417(W) AD(       ) 2
 EM0699  NAD 27      -  34 27 24.86200(N)    098 09 23.40700(W) AD(       ) 2
 EM0699  NGVD 29 (07/19/86)  327.8    (m)         1075.     (f) VERT ANG       
 EM0699
 EM0699.Superseded values are not recommended for survey control.
 EM0699
 EM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0699.See file dsdata.pdf to determine how the superseded data were derived.
 EM0699
 EM0699_MARKER: DS = TRIANGULATION STATION DISK
 EM0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0699_STAMPING: BEAVER 1948
 EM0699_MARK LOGO: CGS
 EM0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0699+STABILITY: SURFACE MOTION
 EM0699
 EM0699  HISTORY     - Date     Condition        Report By
 EM0699  HISTORY     - 1948     MONUMENTED       CGS
 EM0699  HISTORY     - 1963     GOOD             CGS
 EM0699  HISTORY     - 1975     GOOD             DMA
 EM0699  HISTORY     - 1987     GOOD             USPSQD
 EM0699
 EM0699                          STATION DESCRIPTION
 EM0699
 EM0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0699'THE STATION IS LOCATED ABOUT 8.75 MILES EAST AND 6.75 MILES
 EM0699'NORTH OF WALTERS, 5.0 MILES SOUTHEAST OF THE VILLAGE OF HULEN AND
 EM0699'0.5 MILE NORTH OF THE BEAVER SCHOOL.  IT IS 26.0 FEET EAST
 EM0699'OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 1 INCH AND IS
 EM0699'STAMPED BEAVER 1948.
 EM0699'
 EM0699'REFERENCE MARK NO. 1 IS 0.5 FOOT EAST OF A NORTH-SOUTH FENCE LINE
 EM0699'AND 37.2 FEET WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS
 EM0699'4 INCHES AND IS STAMPED BEAVER NO 1 1948.
 EM0699'
 EM0699'REFERENCE MARK NO. 2 IS 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 EM0699'LINE AND 25.0 FEET EAST OF THE CENTER OF A GRADED ROAD.  IT
 EM0699'PROJECTS 2 INCHES AND IS STAMPED BEAVER NO 2 1948.
 EM0699'
 EM0699'THE AZIMUTH MARK IS 2.0 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 EM0699'2.0 FEET NORTH-NORTHWEST OF A WITNESS POST, 25.0 FEET EAST OF THE
 EM0699'CENTER OF A GRADED ROAD AND ABOUT 100.0 FEET SOUTH-SOUTHEAST OF
 EM0699'THE CENTER OF A CROSSROAD.  IT PROJECTS 1 INCH AND IS STAMPED
 EM0699'BEAVER 1948.
 EM0699'
 EM0699'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 EM0699'AND STATE HIGHWAY NO. 53 IN THE NORTH EDGE OF WALTERS, GO EAST
 EM0699'ON STATE HIGHWAY NO. 53 FOR 4.85 MILES TO THE INTERSECTION
 EM0699'OF STATE HIGHWAY NO. 53 AND STATE HIGHWAY NO. 65 AT SMALL STORE
 EM0699'AND GAS STATION ON RIGHT.  HERE TURN LEFT AND GO NORTH ON
 EM0699'STATE HIGHWAY NO. 65 FOR 4.15 MILES TO A CROSSROAD AT JONES
 EM0699'STORE, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 4.1 MILES TO A
 EM0699'CROSSROAD, TURN LEFT AND GO NORTH FOR 2.1 MILES TO A CROSSROAD
 EM0699'AT THE BEAVER SCHOOL.  CONTINUE NORTH FOR 0.55 MILE TO THE
 EM0699'TOP OF HILL AND STATION ON THE RIGHT AS DESCRIBED.
 EM0699'
 EM0699'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON DIRT
 EM0699'ROAD FOR 0.65 MILE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EM0699'
 EM0699'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 4 FEET.
 EM0699'
 EM0699'A 4 FOOT SIGNAL AT TEMPLE IS VISIBLE AT 4 FEET.
 EM0699'
 EM0699'AN 87 FOOT SIGNAL AT WALTERS IS VISIBLE AT 4 FEET.
 EM0699
 EM0699                          STATION RECOVERY (1963)
 EM0699
 EM0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0699'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0699'IT IS IN THE SW 1/4 OF THE NW 1/4 OF SEC. 21, T. 1 S., R. 9
 EM0699'W., 230 FEET NORTH FROM A CORNER FENCE POST AT GATE INTO FIELD,
 EM0699'30 FEET EAST FROM THE CENTER OF NORTH-SOUTH SECTION LINE
 EM0699'ROAD AND 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE.
 EM0699'THE MARK PROJECTS 2 INCHES.
 EM0699'
 EM0699'R.M. NO. 1 IS 0.6 FOOT WEST OF THE OLD NORTH-SOUTH FENCE LINE ON
 EM0699'WEST SIDE OF ROAD AND 18 FEET NORTH OF A POWER LINE POLE WITH
 EM0699'TRANSFORMER THEREON.  THE MARK IS FLUSH WITH GROUND SURFACE.
 EM0699'
 EM0699'R.M. NO. 2 IS 264 FEET NORTH FROM CORNER FENCE POST AT GATE INTO
 EM0699'FIELD AND 30 FEET EAST FROM CENTER OF THE ROAD, 1 FOOT EAST
 EM0699'OF NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 EM0699'
 EM0699'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION ON
 EM0699'RIGHT-OF-WAY OF NORTH-SOUTH SECTION LINE ROAD, 25.0 FEET EAST
 EM0699'FROM CENTER OF ROAD AND 99.0 FEET SOUTH FROM CENTER OF EAST-WEST
 EM0699'SECTION LINE ROAD, 53 FEET SOUTH OF SOUTH GATE POST AT ENTRANCE
 EM0699'INTO PASTURE AND 4 FEET WEST OF NORTH-SOUTH FENCE LINE.
 EM0699'THE MARK PROJECTS 4 INCHES.
 EM0699'
 EM0699'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0699
 EM0699                          STATION RECOVERY (1975)
 EM0699
 EM0699'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (DLL)
 EM0699'BEAVER 1948 RECOVERED GOOD.
 EM0699'
 EM0699'BEAVER NO 1 1948 DESTROYED.  TABLET RECOVERED.
 EM0699'
 EM0699'BEAVER NO 2 1948 RECOVERED GOOD.
 EM0699'
 EM0699'BEAVER 1948 AZ MK, GOOD, BUT EROSION OF SOIL ON WEST.
 EM0699'
 EM0699'REFERENCE MARK NO 1 WAS FOUND LYING ON ITS SIDE, TABLET WAS REMOVED
 EM0699'BY D.L. LAMBRIGHT DMAAC GSSQ.
 EM0699'
 EM0699'AZ MK IS SOLID, BUT EROSION TAKING PLACE ON WEST SIDE, OVER HALF
 EM0699'THE MONUMENT IS EXPOSED.
 EM0699'
 EM0699'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.6 MILES NORTHEAST OF
 EM0699'WALTERS.
 EM0699
 EM0699                          STATION RECOVERY (1987)
 EM0699
 EM0699'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1088 ***********************************************************************
 GK1088  DESIGNATION -  BEAVER
 GK1088  PID         -  GK1088
 GK1088  STATE/COUNTY-  OK/BEAVER
 GK1088  COUNTRY     -  US
 GK1088  USGS QUAD   -  LITTLE PONDEROSA (2018)
 GK1088
 GK1088                         *CURRENT SURVEY CONTROL
 GK1088  ______________________________________________________________________
 GK1088* NAD 83(1997) POSITION- 36 57 17.97157(N) 100 52 38.53939(W)   ADJUSTED
 GK1088* NAVD 88 ORTHO HEIGHT -   863.0   (meters)     2831.    (feet) VERTCON3
 GK1088  ______________________________________________________________________
 GK1088  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 GK1088  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 GK1088  HORZ ORDER      -  FIRST
 GK1088
 GK1088.The horizontal coordinates were established by classical geodetic methods
 GK1088.and adjusted by the National Geodetic Survey in October 1998.
 GK1088
 GK1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1088
 GK1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1088.GEOID18 height accuracy estimate available here.
 GK1088
 GK1088.Click photographs - Photos may exist for this station.
 GK1088
 GK1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1088
 GK1088. The following values were computed from the NAD 83(1997) position.
 GK1088
 GK1088;                    North         East     Units Scale Factor Converg.
 GK1088;SPC OK N     -   220,720.430   343,756.742   MT  1.00003979   -1 41 53.1
 GK1088;SPC OK N     -   724,146.94  1,127,808.58   sFT  1.00003979   -1 41 53.1
 GK1088;UTM  14      - 4,091,526.154   332,852.046   MT  0.99994419   -1 07 44.1
 GK1088
 GK1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1088!SPC OK N     -   0.99986882  x   1.00003979  =   0.99990861
 GK1088!UTM  14      -   0.99986882  x   0.99994419  =   0.99981302
 GK1088
 GK1088:                Primary Azimuth Mark                     Grid Az
 GK1088:SPC OK N     -  BEAVER AZ MK 2                           145 57 35.7
 GK1088:UTM  14      -  BEAVER AZ MK 2                           145 23 26.7
 GK1088
 GK1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3285291526(NAD 83)
 GK1088
 GK1088|---------------------------------------------------------------------|
 GK1088| PID    Reference Object                     Distance      Geod. Az  |
 GK1088|                                                           dddmmss.s |
 GK1088| CK8899 BEAVER RM 1                          24.849 METERS 09522     |
 GK1088| CK8898 BEAVER AZ MK 2                                     1441542.6 |
 GK1088| CK8897 BEAVER AZ MK                                       1934518.7 |
 GK1088| CK8900 BEAVER RM 2                          26.214 METERS 20319     |
 GK1088| GK0800 TYRONE MUNICIPAL WATER TANK         APPROX.16.9 KM 2695323.1 |
 GK1088| HH0966 LIBERAL MUNICIPAL WATER TANK        APPROX.10.9 KM 3371908.1 |
 GK1088|---------------------------------------------------------------------|
 GK1088
 GK1088                          SUPERSEDED SURVEY CONTROL
 GK1088
 GK1088  NAD 83(1993)-  36 57 17.98160(N)    100 52 38.54363(W) AD(       ) 1
 GK1088  NAD 83(1986)-  36 57 17.98172(N)    100 52 38.53895(W) AD(       ) 1
 GK1088  NAD 27      -  36 57 17.88631(N)    100 52 36.94348(W) AD(       ) 1
 GK1088  NGVD 29 (07/19/86)  862.6    (m)         2830.     (f) VERT ANG       
 GK1088
 GK1088.Superseded values are not recommended for survey control.
 GK1088
 GK1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1088.See file dsdata.pdf to determine how the superseded data were derived.
 GK1088
 GK1088_MARKER: DS = TRIANGULATION STATION DISK
 GK1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1088_STAMPING: BEAVER 1934
 GK1088_MARK LOGO: CGS
 GK1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1088+STABILITY: SURFACE MOTION
 GK1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1088+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 GK1088
 GK1088  HISTORY     - Date     Condition        Report By
 GK1088  HISTORY     - 1934     MONUMENTED       CGS
 GK1088  HISTORY     - 1945     GOOD             CGS
 GK1088  HISTORY     - 1970     GOOD             USGS
 GK1088  HISTORY     - 1970     GOOD             NGS
 GK1088  HISTORY     - 1972     GOOD             NGS
 GK1088  HISTORY     - 20020102 GOOD             INDIV
 GK1088  HISTORY     - 20080619 GOOD             INDIV
 GK1088
 GK1088                          STATION DESCRIPTION
 GK1088
 GK1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK1088'ABOUT 6 MILES SOUTH AND 2.5 MILES EAST OF LIBERAL AND 3 MILES
 GK1088'SOUTH OF KANSAS-OKLAHOMA STATE LINE, ON A SAND HILL IN SOUTHEAST
 GK1088'QUARTER SEC. 27, T. 6 N., R. 20 E., IN PASTURE OWNED BY G.H.
 GK1088'MASCHMEIER.
 GK1088'
 GK1088'STATION IS ON HIGHEST POINT OF PROMINENT SAND HILL ABOUT 0.25
 GK1088'MILE NORTHWEST OF WINDMILL AND TANK, AND 0.2 MILE WEST OF
 GK1088'UNGRADED SECTION-LINE ROAD.
 GK1088'
 GK1088'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION ON SAME
 GK1088'RIDGE.
 GK1088'
 GK1088'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION ON SAME
 GK1088'RIDGE.
 GK1088'
 GK1088'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION IN EAST-AND-WEST,
 GK1088'NORTH, RIGHT-OF-WAY FENCE OF SECTION-LINE ROAD.  DISTANCE
 GK1088'BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GK1088'135.7 FEET.
 GK1088'
 GK1088'REACHED FROM LIBERAL BY U.S. HIGHWAY 83 SOUTH 3.0 MILES TO
 GK1088'STATE LINE, THENCE EAST 0.6 MILE.  THENCE SOUTH 3.35 MILES
 GK1088'TO ROAD LEADING EAST.  FOLLOW THIS ROAD EAST 2.0 MILES AND ENTER
 GK1088'WIRE GATE INTO FIELD NORTHWEST OF CROSSROADS.  FROM HERE WORK
 GK1088'WAY ACROSS SANDY PASTURE NORTHWEST, ABOUT 0.45 MILE TO HIGHEST
 GK1088'POINT ON RIDGE AND STATION.
 GK1088'
 GK1088'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 GK1088'CONCRETE MONUMENTS.
 GK1088'
 GK1088'HEIGHT OF LIGHT ABOVE STATION MARK - 18.00 METERS.
 GK1088
 GK1088                          STATION RECOVERY (1945)
 GK1088
 GK1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 GK1088'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--
 GK1088'
 GK1088'(1) INSERT FOLLOWING IN PLACE OF PARAGRAPH 6, TO REACH FROM
 GK1088'CROSSING OF RAILROAD AND U.S. HIGHWAYS 87 AND 270 IN THE TOWN
 GK1088'OF LIBERAL, GO SOUTH ON HIGHWAYS 87 AND 270 FOR 7.15 MILES
 GK1088'TO SECOND CROSSROADS SOUTH OF SECOND CURVE FROM LIBERAL.
 GK1088'THE STATION IS LOCATED ON THE HIGHEST HILL NORTHWEST OF THIS
 GK1088'INTERSECTION APPROXIMATELY 0.4 MILE DISTANT, AND CAN BE REACHED
 GK1088'BY CAR.
 GK1088'
 GK1088'(2) DISTANCES TO REFERENCE MARKS VEREIFIED AS CORRECT.
 GK1088
 GK1088                          STATION RECOVERY (1970)
 GK1088
 GK1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JEK)
 GK1088'STA. MK., RM NO. 1 AND RM NO. 2 WERE FOUND IN GOOD CONDITION AS
 GK1088'DESCRIBED.  DISTANCE TO RM 1 MISSED .07 FT..  TO RM 2 MISSED .07 FT.
 GK1088'
 GK1088'DIRECTION TO RM 1 MISSED -.19.10 SECONDS.  RM 2 MISSED -.12.40
 GK1088'SECONDS.
 GK1088'
 GK1088'A NEW DESCRIPTION READS--TO REACH FROM THE JCT. OF US HWYS 83 AND 270
 GK1088'AND US HWY 54 IN LIBERAL, GO S. ON US HWY 83 FOR 5.75 MI. TO A X-RD,
 GK1088'CONTINUE S. FOR .65 MI. TO A PRIVATE DRIVE W., TURN RIGHT AND
 GK1088'FOLLOW N. SIDE OF FE. W. FOR ABOUT 0.2 MI. TO TOP OF HILL AND THE
 GK1088'STA. ON TOP.  THE STA. IS 31 FT. N. OF AN E-W FE.  RM 1 IS ESE OF
 GK1088'THE STA, 23 FT. N. OF AN E W FE.  RM 2 IS SSW OF THE STA, 48 FT. S.
 GK1088'OF E-W FE.
 GK1088'
 GK1088'ABOUT 6 MI. S AND 2.5 MI. E. OF LIBERAL.
 GK1088
 GK1088                          STATION RECOVERY (1970)
 GK1088
 GK1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GK1088'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GK1088'IN GOOD CONDITION.  A SHORTER MEASUREMENT WAS OBTAINED TO BOTH
 GK1088'REFERENCE MARKS.  THE CURRENT MEASUREMENTS WERE CONFIRMED.  THE
 GK1088'AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED DESTROYED BY ROAD
 GK1088'CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 GK1088'A NEW DESCRIPTION FOLLOWS.
 GK1088'
 GK1088'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LIBERAL, KANSAS, 3
 GK1088'MILES SOUTH OF THE KANSAS-OKLAHOMA STATE LINE, 1/4 MILE WEST OF US
 GK1088'HIGHWAYS 83 AND 270 AND ON A LOW KNOLL JUST SOUTHWEST OF A GROUP OF
 GK1088'HOMES.
 GK1088'
 GK1088'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 54, 83 AND 270
 GK1088'IN LIBERAL, KANSAS, GO SOUTHEASTERLY ON US HIGHWAYS 83 AND 270 FOR
 GK1088'3.0 MILES TO THE KANSAS-OKLAHOMA STATE LINE, CONTINUE SOUTHEAST ON
 GK1088'THE HIGHWAY FOR 1.3 MILES TO WHERE THE HIGHWAY WILL BEAR RIGHT AND
 GK1088'LEAD SOUTH, BEAR RIGHT AND CONTINUE SOUTH ON THE HIGHWAY FOR 2.1
 GK1088'MILES TO A DRIVEWAY ON THE RIGHT, (TO REACH THE AZIMUTH MARK FROM
 GK1088'THIS POINT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 GK1088'MARK ON THE RIGHT JUST BEFORE REACHING A CROSSROAD) TURN RIGHT AND
 GK1088'GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO A HOUSE, PASS TO THE LEFT
 GK1088'OF THE HOUSE AND CONTINUE WEST ALONG THE NORTH SIDE OF A FENCE FOR
 GK1088'0.2 MILE TO THE TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 GK1088'
 GK1088'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 1934, SET IN THE
 GK1088'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 31.0 FEET
 GK1088'NORTH OF AN EAST-WEST FENCE LINE AND A WITNESS POST SET IN THE
 GK1088'FENCE LINE.
 GK1088'
 GK1088'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAVER NO 1 1934, SET IN
 GK1088'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 GK1088'IS 22.4 FEET NORTH OF THE FENCE AND 48.8 FEET EAST-NORTHEAST OF THE
 GK1088'WITNESS POST.
 GK1088'
 GK1088'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAVER NO 2 1934, SET IN
 GK1088'THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 48.4
 GK1088'FEET SOUTH OF THE FENCE AND 59.0 FEET SOUTHWEST OF THE WITNESS
 GK1088'POST.
 GK1088'
 GK1088'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAVER 1934 AZ 2 1970,
 GK1088'SET IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.  IT
 GK1088'IS 75 PACES NORTH OF A CROSSROAD INTERSECTION, 28.0 FEET EAST OF
 GK1088'THE ROAD RIGHT OF WAY FENCE AND 23.5 FEET WEST OF THE CENTER OF
 GK1088'US HIGHWAYS 83 AND 270.
 GK1088'
 GK1088'RM 1 AND RM 2 COMPUTED FROM SLOPE MEASUREMENT.
 GK1088'
 GK1088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 GK1088'OF LIBERAL, KANSAS.
 GK1088'
 GK1088'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 GK1088
 GK1088                          STATION RECOVERY (1972)
 GK1088
 GK1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GK1088'THE OLD DESCRIPTION IS ADEQUATE.
 GK1088'
 GK1088'HEIGHT OF INSTRUMENT 4.39 FT.  STANDARD BRACED TRIPOD USED.
 GK1088
 GK1088                          STATION RECOVERY (2002)
 GK1088
 GK1088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SCH)
 GK1088'STATION IS NOW IN A SUBDIVISION IN AN UNDEVELOPED LOT. FROM THE
 GK1088'JUNCTION OF US HWY 64 AND US HWY 270 IN BEAVER COUNTY, OKLAHOMA, GO
 GK1088'NORTH ABOUT 3.4 MILES TO PONDEROSA DRIVE. GO WEST ON PONDEROSA DRIVE
 GK1088'TO YUCCA LANE. GO SOUTH ON YUCCA LANE ABOUT .2 MILES TO THE HIGH
 GK1088'POINT. STATION IS 75 FEET EAST OF THE CENTERLINE OF YUCCA LANE.
 GK1088
 GK1088                          STATION RECOVERY (2008)
 GK1088
 GK1088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WTC)
 GK1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1078 ***********************************************************************
 GK1078  DESIGNATION -  BEAVER MUNICIPAL WATER TANK
 GK1078  PID         -  GK1078
 GK1078  STATE/COUNTY-  OK/BEAVER
 GK1078  COUNTRY     -  US
 GK1078  USGS QUAD   -  BEAVER (2018)
 GK1078
 GK1078                         *CURRENT SURVEY CONTROL
 GK1078  ______________________________________________________________________
 GK1078* NAD 83(1997) POSITION- 36 48 38.25648(N) 100 31 31.58390(W)   ADJUSTED
 GK1078  ______________________________________________________________________
 GK1078  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 GK1078  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 GK1078  HORZ ORDER      -  THIRD
 GK1078
 GK1078.The horizontal coordinates were established by classical geodetic methods
 GK1078.and adjusted by the National Geodetic Survey in October 1998.
 GK1078
 GK1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1078.GEOID18 height accuracy estimate available here.
 GK1078
 GK1078.Click photographs - Photos may exist for this station.
 GK1078
 GK1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1078
 GK1078. The following values were computed from the NAD 83(1997) position.
 GK1078
 GK1078;                    North         East     Units Scale Factor Converg.
 GK1078;SPC OK N     -   203,832.402   374,673.654   MT  1.00000832   -1 29 25.4
 GK1078;SPC OK N     -   668,740.14  1,229,241.81   sFT  1.00000832   -1 29 25.4
 GK1078;UTM  14      - 4,074,950.370   363,931.917   MT  0.99982809   -0 54 50.9
 GK1078
 GK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6393174950(NAD 83)
 GK1078
 GK1078                          SUPERSEDED SURVEY CONTROL
 GK1078
 GK1078  NAD 83(1993)-  36 48 38.26031(N)    100 31 31.58291(W) AD(       ) 3
 GK1078  NAD 83(1986)-  36 48 38.26484(N)    100 31 31.57714(W) AD(       ) 3
 GK1078  NAD 27      -  36 48 38.16892(N)    100 31 30.04034(W) AD(       ) 3
 GK1078
 GK1078.Superseded values are not recommended for survey control.
 GK1078
 GK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1078.See file dsdata.pdf to determine how the superseded data were derived.
 GK1078
 GK1078_MARKER: 53 = ELEVATED TANK
 GK1078
 GK1078  HISTORY     - Date     Condition        Report By
 GK1078  HISTORY     - 1934     FIRST OBSERVED   CGS
 GK1078
 GK1078                          STATION DESCRIPTION
 GK1078
 GK1078'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1022 ***********************************************************************
 GH1022  DESIGNATION -  BEAVER TWP ATT MICROWAVE TOWER
 GH1022  PID         -  GH1022
 GH1022  STATE/COUNTY-  OK/KAY
 GH1022  COUNTRY     -  US
 GH1022  USGS QUAD   -  HARDY (2018)
 GH1022
 GH1022                         *CURRENT SURVEY CONTROL
 GH1022  ______________________________________________________________________
 GH1022* NAD 83(1997) POSITION- 36 58 26.35827(N) 096 52 00.77316(W)   ADJUSTED
 GH1022  ______________________________________________________________________
 GH1022  GEOID HEIGHT    -        -29.121 (meters)                     GEOID18
 GH1022  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 GH1022  HORZ ORDER      -  THIRD
 GH1022
 GH1022.The horizontal coordinates were established by classical geodetic methods
 GH1022.and adjusted by the National Geodetic Survey in October 1998.
 GH1022
 GH1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1022.GEOID18 height accuracy estimate available here.
 GH1022
 GH1022.Click photographs - Photos may exist for this station.
 GH1022
 GH1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1022
 GH1022. The following values were computed from the NAD 83(1997) position.
 GH1022
 GH1022;                    North         East     Units Scale Factor Converg.
 GH1022;SPC OK N     -   219,620.058   700,897.314   MT  1.00004440   +0 40 07.3
 GH1022;SPC OK N     -   720,536.81  2,299,527.27   sFT  1.00004440   +0 40 07.3
 GH1022;UTM  14      - 4,094,113.216   689,873.375   MT  1.00004415   +1 17 00.1
 GH1022
 GH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8987394113(NAD 83)
 GH1022
 GH1022                          SUPERSEDED SURVEY CONTROL
 GH1022
 GH1022  NAD 83(1993)-  36 58 26.35784(N)    096 52 00.77087(W) AD(       ) 3
 GH1022  NAD 83(1986)-  36 58 26.37120(N)    096 52 00.76310(W) AD(       ) 3
 GH1022  NAD 27      -  36 58 26.26238(N)    096 51 59.64228(W) AD(       ) 3
 GH1022
 GH1022.Superseded values are not recommended for survey control.
 GH1022
 GH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1022.See file dsdata.pdf to determine how the superseded data were derived.
 GH1022
 GH1022_MARKER: 43 = RADIO/TV TOWER
 GH1022
 GH1022  HISTORY     - Date     Condition        Report By
 GH1022  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH1022
 GH1022                          STATION DESCRIPTION
 GH1022
 GH1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH1022'THE STATION IS THE RED LIGHT ATOP THE CENTER OF THE TOWER.
 GH1022'IT IS 5 MILES SOUTH-SOUTHEAST OF SILVERDALE, KANSAS AND 1-3/4
 GH1022'MILES SOUTH OF THE KANSAS-OKLAHOMA STATE LINE.  IT IS A
 GH1022'STRUCTURAL STEEL TOWER, RED AND WHITE IN COLOR AND ABOUT 150
 GH1022'FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1164 ***********************************************************************
 FJ1164  DESIGNATION -  BEGGS
 FJ1164  PID         -  FJ1164
 FJ1164  STATE/COUNTY-  OK/OKMULGEE
 FJ1164  COUNTRY     -  US
 FJ1164  USGS QUAD   -  LAKE BOREN (2018)
 FJ1164
 FJ1164                         *CURRENT SURVEY CONTROL
 FJ1164  ______________________________________________________________________
 FJ1164* NAD 83(1993) POSITION- 35 45 19.37300(N) 096 04 30.59119(W)   ADJUSTED
 FJ1164* NAVD 88 ORTHO HEIGHT -   242.6   (meters)      796.    (feet) VERTCON3
 FJ1164  ______________________________________________________________________
 FJ1164  GEOID HEIGHT    -        -28.854 (meters)                     GEOID18
 FJ1164  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 FJ1164  HORZ ORDER      -  SECOND
 FJ1164
 FJ1164.The horizontal coordinates were established by classical geodetic methods
 FJ1164.and adjusted by the National Geodetic Survey in November 1994.
 FJ1164
 FJ1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1164
 FJ1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1164.GEOID18 height accuracy estimate available here.
 FJ1164
 FJ1164.Click photographs - Photos may exist for this station.
 FJ1164
 FJ1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1164
 FJ1164. The following values were computed from the NAD 83(1993) position.
 FJ1164
 FJ1164;                    North         East     Units Scale Factor Converg.
 FJ1164;SPC OK N     -    85,537.189   774,068.244   MT  0.99997111   +1 08 09.4
 FJ1164;SPC OK N     -   280,633.26  2,539,588.90   sFT  0.99997111   +1 08 09.4
 FJ1164;UTM  14      - 3,960,763.431   764,456.908   MT  1.00046190   +1 42 36.2
 FJ1164;UTM  15      - 3,961,179.801   221,946.673   MT  1.00055281   -1 47 53.0
 FJ1164
 FJ1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1164!SPC OK N     -   0.99996645  x   0.99997111  =   0.99993756
 FJ1164!UTM  14      -   0.99996645  x   1.00046190  =   1.00042834
 FJ1164!UTM  15      -   0.99996645  x   1.00055281  =   1.00051924
 FJ1164
 FJ1164:                Primary Azimuth Mark                     Grid Az
 FJ1164:SPC OK N     -  CLAUDE                                   102 10 05.2
 FJ1164:UTM  14      -  CLAUDE                                   101 35 38.4
 FJ1164:UTM  15      -  CLAUDE                                   105 06 07.6
 FJ1164
 FJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6445660763(NAD 83)
 FJ1164
 FJ1164|---------------------------------------------------------------------|
 FJ1164| PID    Reference Object                     Distance      Geod. Az  |
 FJ1164|                                                           dddmmss.s |
 FJ1164| CI1080 BEGGS RM 2                           18.378 METERS 03646     |
 FJ1164| FH1172 CLAUDE                              APPROX. 7.2 KM 1031814.6 |
 FJ1164| CI1079 BEGGS RM 1                           14.819 METERS 10813     |
 FJ1164| CI1078 BEGGS MUNICIPAL WATER TANK                         1790350.8 |
 FJ1164|---------------------------------------------------------------------|
 FJ1164
 FJ1164                          SUPERSEDED SURVEY CONTROL
 FJ1164
 FJ1164  NAD 83(1986)-  35 45 19.39990(N)    096 04 30.57724(W) AD(       ) 2
 FJ1164  NAD 27      -  35 45 19.03746(N)    096 04 29.59504(W) AD(       ) 2
 FJ1164  NGVD 29 (07/19/86)  242.5    (m)          796.     (f) VERT ANG       
 FJ1164
 FJ1164.Superseded values are not recommended for survey control.
 FJ1164
 FJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1164.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1164
 FJ1164_MARKER: DD = SURVEY DISK
 FJ1164_SETTING: 66 = SET IN ROCK OUTCROP
 FJ1164_STAMPING: BEGGS ET 1968
 FJ1164_MARK LOGO: USGS
 FJ1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1164+STABILITY: POSITION/ELEVATION WELL
 FJ1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1164+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2015
 FJ1164
 FJ1164  HISTORY     - Date     Condition        Report By
 FJ1164  HISTORY     - 1968     MONUMENTED       USGS
 FJ1164  HISTORY     - 20150716 GOOD             INDIV
 FJ1164
 FJ1164                          STATION DESCRIPTION
 FJ1164
 FJ1164'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FJ1164'THE STATION IS ABOUT 1 MI N. OF BEGGS, OKLAHOMA, ABOUT 0.35 MI
 FJ1164'W. OF THE COR. OF SECS. 19, 20, 29 AND 30, T. 15 N., R. 12 E., ON A
 FJ1164'PROMINENT RIDGE.
 FJ1164'
 FJ1164'TO REACH FROM THE JCT. OF STATE HWY. 16 AND ALT. U.S. HWY. 75 IN
 FJ1164'BEGGS, GO N. ON ALT. U.S. HWY. 75 FOR 1.3 MI TO A CROSSROADS, TURN
 FJ1164'LEFT (W.) AND GO 0.35 MI TO TOP OF RIDGE AND STATION ON LEFT (S.).
 FJ1164'
 FJ1164'STATION MARK, A STANDARD TABLET CEMENTED IN BEDROCK, STAMPED ET
 FJ1164'BEGGS 1968 IS 28 FT S. AND 50 FT E. OF CENTER OF RD. AT DRIVE N., 3
 FJ1164'FT N. OF S. RIGHT-OF-WAY FENCE.  MARK IS FLUSH WITH THE GROUND.
 FJ1164'
 FJ1164'REFERENCE MARK 1, A STANDARD TABLET CEMENTED IN BEDROCK PROTRUDING
 FJ1164'ABOUT 1 FT ABOVE THE GROUND, STAMPED BEGGS NO 1 1968 IS 43 FT S. AND
 FJ1164'96 FT E. OF CENTER OF RD. AT DRIVE N., 12 FT S. OF S. RIGHT-OF-WAY
 FJ1164'FENCE.
 FJ1164'
 FJ1164'REFERENCE MARK 2, A STANDARD TABLET CEMENTED IN BEDROCK PROTRUDING
 FJ1164'ABOUT 2 FT ABOVE THE GROUND, STAMPED BEGGS NO 2 1968 IS 20 FT N. AND
 FJ1164'84 FT E. OF CENTER OF RD. AT DRIVE N., 15 FT S. OF N. RIGHT-OF-WAY
 FJ1164'FENCE.
 FJ1164'
 FJ1164'NO AZIMUTH MARK SET.
 FJ1164'
 FJ1164'REFERENCE AZIMUTH USED - BEGGS M.W.T. IN BEGGS, OKLAHOMA.  BEGGS
 FJ1164'M.W.T. - LOCATED ABOUT 0.05 MI N. OF STATE HWY. 16, 154 FT S. AND
 FJ1164'356 FT E. OF THE INTERSECTION OF MAIN STREET AND MUSKOGEE STREET
 FJ1164'IN W. EDGE OF BEGGS, BUILT IN 1922, T. 15 N., R. 12 E., NEAR THE
 FJ1164'E. SIXTEENTH COR. BETWEEN SECS. 30 AND 31.
 FJ1164'
 FJ1164'STANDARD BRACED TRIPOD USED.
 FJ1164
 FJ1164                          STATION RECOVERY (2015)
 FJ1164
 FJ1164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (SO)
 FJ1164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0809 ***********************************************************************
 GG0809  DESIGNATION -  BELL
 GG0809  PID         -  GG0809
 GG0809  STATE/COUNTY-  OK/ROGERS
 GG0809  COUNTRY     -  US
 GG0809  USGS QUAD   -  FOYIL (2019)
 GG0809
 GG0809                         *CURRENT SURVEY CONTROL
 GG0809  ______________________________________________________________________
 GG0809* NAD 83(1993) POSITION- 36 29 10.05202(N) 095 35 33.20895(W)   ADJUSTED
 GG0809* NAVD 88 ORTHO HEIGHT -   253.7   (meters)      832.    (feet) VERTCON3
 GG0809  ______________________________________________________________________
 GG0809  GEOID HEIGHT    -        -29.239 (meters)                     GEOID18
 GG0809  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 GG0809  HORZ ORDER      -  SECOND
 GG0809
 GG0809.The horizontal coordinates were established by classical geodetic methods
 GG0809.and adjusted by the National Geodetic Survey in November 1994.
 GG0809
 GG0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0809
 GG0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0809.GEOID18 height accuracy estimate available here.
 GG0809
 GG0809.Click photographs - Photos may exist for this station.
 GG0809
 GG0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0809
 GG0809. The following values were computed from the NAD 83(1993) position.
 GG0809
 GG0809;                    North         East     Units Scale Factor Converg.
 GG0809;SPC OK N     -   167,566.415   815,693.293   MT  0.99996083   +1 25 14.7
 GG0809;SPC OK N     -   549,757.48  2,676,153.75   sFT  0.99996083   +1 25 14.7
 GG0809;UTM  15      - 4,040,994.678   267,757.952   MT  1.00026457   -1 32 32.3
 GG0809
 GG0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0809!SPC OK N     -   0.99996477  x   0.99996083  =   0.99992560
 GG0809!UTM  15      -   0.99996477  x   1.00026457  =   1.00022933
 GG0809
 GG0809:                Primary Azimuth Mark                     Grid Az
 GG0809:SPC OK N     -  BELL AZ MK                               112 14 29.8
 GG0809:UTM  15      -  BELL AZ MK                               115 12 16.8
 GG0809
 GG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6775740994(NAD 83)
 GG0809
 GG0809|---------------------------------------------------------------------|
 GG0809| PID    Reference Object                     Distance      Geod. Az  |
 GG0809|                                                           dddmmss.s |
 GG0809| CI1090 BELL AZ MK                                         1133944.5 |
 GG0809| CI1091 BELL RM 1                            16.168 METERS 18100     |
 GG0809| CI1092 BELL RM 2                            19.758 METERS 35926     |
 GG0809|---------------------------------------------------------------------|
 GG0809
 GG0809                          SUPERSEDED SURVEY CONTROL
 GG0809
 GG0809  NAD 83(1986)-  36 29 10.07643(N)    095 35 33.19130(W) AD(       ) 2
 GG0809  NAD 27      -  36 29 09.74239(N)    095 35 32.26512(W) AD(       ) 2
 GG0809  NGVD 29 (07/19/86)  253.6    (m)          832.     (f) VERT ANG       
 GG0809
 GG0809.Superseded values are not recommended for survey control.
 GG0809
 GG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0809.See file dsdata.pdf to determine how the superseded data were derived.
 GG0809
 GG0809_MARKER: DD = SURVEY DISK
 GG0809_SETTING: 66 = SET IN ROCK OUTCROP
 GG0809_STAMPING: ET BELL 1968
 GG0809_MARK LOGO: USGS
 GG0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0809+STABILITY: POSITION/ELEVATION WELL
 GG0809
 GG0809  HISTORY     - Date     Condition        Report By
 GG0809  HISTORY     - 1968     MONUMENTED       USGS
 GG0809
 GG0809                          STATION DESCRIPTION
 GG0809
 GG0809'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0809'THE STATION IS LOCATED APPROX. 3.0 MI S. AND 8.0 MI W. OF
 GG0809'CHELSEA, T. 23 N., R. 16 E., NEAR THE CENTER OF SEC. 10, THE
 GG0809'STATION IS LOCATED ON TOP OF HIGH RIDGE.
 GG0809'
 GG0809'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND 28,
 GG0809'AT CHELSEA, GO SW. ALONG U.S. HWY. 66 FOR 4.3 MI TO A
 GG0809'CROSSROADS, TURN RIGHT (W.) AND GO 5.9 MI ALONG A COUNTY RD. TO
 GG0809'A CROSSROADS.  THE AZIMUTH MARK IS LOCATED IN THE SE. CORNER
 GG0809'OF THIS CROSSROADS, CONTINUE STRAIGHT AHEAD 0.8 MI TO RANCH OF
 GG0809'A. L. BELL ON RIGHT (N.) AND PRIVATE DRIVEWAY TO RANCH HOUSE,
 GG0809'TURN RIGHT (N.) PASS THROUGH CHAIN GATE AND GO ALONG DRIVEWAY
 GG0809'N. FOR 0.1 MI TO A TRACK RD. LEADING E., TURN RIGHT (E.) AND
 GG0809'FOLLOW ALONG TRACK RD. EASTWARD AND NORTHWARD FOR 0.3 MI,
 GG0809'TURN SHARP LEFT (W.) AND GO ACROSS OPEN FIELD UP STEEP GRADE
 GG0809'FOR 0.1 MI TO END OF TRUCK TRAVEL.  PACK WESTWARD UP STEEP
 GG0809'GRADE TO TOP OF RIDGE AND STATION.
 GG0809'
 GG0809'THE STATION MARK IS 2 FT W. OF A N.-S. FENCE, 400 FT N. OF
 GG0809'FENCE CORNER.  THE STATION IS IN A DRILL HOLE, CEMENTED IN
 GG0809'PLACE, IN BEDROCK, 2 FT BELOW SURFACE OF GROUND.  STAMPED ET
 GG0809'BELL 1968.
 GG0809'
 GG0809'REFERENCE MARK NO. 1 IS S. OF THE STATION, 3 FT W. OF
 GG0809'N.-S. FENCE, 347 FT N. OF FENCE CORNER, IN A DRILL HOLE,
 GG0809'CEMENTED IN PLACE, IN BEDROCK, FLUSH WITH GROUND.  STAMPED
 GG0809'BELL NO 1 1968.
 GG0809'
 GG0809'REFERENCE MARK NO. 2 IS N. OF THE STATION, 3 FT W. OF
 GG0809'N.-S. RD., 465 FT N. OF FENCE CORNER, IN A DRILL HOLE, CEMENTED
 GG0809'IN PLACE IN BEDROCK, FLUSH WITH GROUND.  STAMPED BELL NO 2 1968.
 GG0809'
 GG0809'AZIMUTH MARK--APPROX. 0.75 MI SE. OF THE STATION AT A CROSSROADS.
 GG0809'SEE STATION DESCRIPTION TO REACH FROM CHELSEA, 35 FT S. AND 66
 GG0809'FT E. FROM THE CENTER OF CROSSROADS IN A DRILL HOLE, CEMENTED
 GG0809'IN PLACE IN BEDROCK, FLUSH WITH THE GROUND.  STAMPED BELL
 GG0809'AZIMUTH MARK 1968.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1467 ***********************************************************************
 DM1467  DESIGNATION -  BELLPORT
 DM1467  PID         -  DM1467
 DM1467  STATE/COUNTY-  OK/MCCURTAIN
 DM1467  COUNTRY     -  US
 DM1467  USGS QUAD   -  IDABEL (2019)
 DM1467
 DM1467                         *CURRENT SURVEY CONTROL
 DM1467  ______________________________________________________________________
 DM1467* NAD 83(1993) POSITION- 33 54 07.00195(N) 094 50 42.41726(W)   ADJUSTED
 DM1467* NAD 83(1993) ELLIP HT-   122.732 (meters)        (02/21/02)   ADJUSTED
 DM1467* NAVD 88 ORTHO HEIGHT -   150.6   (meters)      494.    (feet) VERTCON3
 DM1467  ______________________________________________________________________
 DM1467  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 DM1467  NAD 83(1993) X  -   -447,603.363 (meters)                     COMP
 DM1467  NAD 83(1993) Y  - -5,280,497.816 (meters)                     COMP
 DM1467  NAD 83(1993) Z  -  3,537,492.868 (meters)                     COMP
 DM1467  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 DM1467  HORZ ORDER      -  FIRST
 DM1467  ELLP ORDER      -  FIFTH     CLASS I
 DM1467
 DM1467.This mark is at Idabel Airport (F62)
 DM1467
 DM1467.The horizontal coordinates were established by GPS observations
 DM1467.and adjusted by the National Geodetic Survey in November 1994.
 DM1467
 DM1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1467
 DM1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1467.GEOID18 height accuracy estimate available here.
 DM1467
 DM1467.Click photographs - Photos may exist for this station.
 DM1467
 DM1467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1467
 DM1467.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1467
 DM1467.The ellipsoidal height was determined by GPS observations
 DM1467.and is referenced to NAD 83.
 DM1467
 DM1467. The following values were computed from the NAD 83(1993) position.
 DM1467
 DM1467;                    North         East     Units Scale Factor Converg.
 DM1467;SPC OK S     -    67,632.650   891,752.100   MT  1.00000632   +1 47 26.8
 DM1467;SPC OK S     -   221,891.45  2,925,690.01   sFT  1.00000632   +1 47 26.8
 DM1467;UTM  15      - 3,752,816.403   329,400.781   MT  0.99995879   -1 01 45.9
 DM1467
 DM1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1467!SPC OK S     -   0.99998073  x   1.00000632  =   0.99998705
 DM1467!UTM  15      -   0.99998073  x   0.99995879  =   0.99993952
 DM1467
 DM1467:                Primary Azimuth Mark                     Grid Az
 DM1467:SPC OK S     -  BELLPORT AZ MK                           358 23 11.6
 DM1467:UTM  15      -  BELLPORT AZ MK                           001 12 24.3
 DM1467
 DM1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2940052816(NAD 83)
 DM1467
 DM1467|---------------------------------------------------------------------|
 DM1467| PID    Reference Object                     Distance      Geod. Az  |
 DM1467|                                                           dddmmss.s |
 DM1467| DM1468 BELLPORT AZ MK                      APPROX. 0.8 KM 0001038.4 |
 DM1467| DM1130 U 203                               423.740 METERS 0453454.3 |
 DM1467|---------------------------------------------------------------------|
 DM1467
 DM1467                          SUPERSEDED SURVEY CONTROL
 DM1467
 DM1467  ELLIP H (11/28/94)  122.682  (m)                       GP(       ) 5 1
 DM1467  NAD 83(1986)-  33 54 07.00389(N)    094 50 42.41462(W) AD(       ) 1
 DM1467  NAD 83(1986)-  33 54 07.00331(N)    094 50 42.43211(W) AD(       ) 2
 DM1467  NGVD 29 (11/13/90)  150.6    (m)  UNKNOWN  model used  GPS OBS        
 DM1467  NGVD 29 (11/30/89)  150.7    (m)  RAPSU86  model used  GPS OBS        
 DM1467
 DM1467.Superseded values are not recommended for survey control.
 DM1467
 DM1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1467.See file dsdata.pdf to determine how the superseded data were derived.
 DM1467
 DM1467_MARKER: I = METAL ROD
 DM1467_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1467_STAMPING: BELLPORT 1989
 DM1467_MARK LOGO: NGS
 DM1467_PROJECTION: FLUSH
 DM1467_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1467+STABILITY: POSITION/ELEVATION WELL
 DM1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1467+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 DM1467_ROD/PIPE-DEPTH: 6.1 meters
 DM1467_SLEEVE-DEPTH  : 1.0 meters
 DM1467
 DM1467  HISTORY     - Date     Condition        Report By
 DM1467  HISTORY     - 1989     MONUMENTED       NGS
 DM1467  HISTORY     - 19900306 GOOD             NGS
 DM1467
 DM1467                          STATION DESCRIPTION
 DM1467
 DM1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DM1467'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTHWEST OF IDABEL, AT
 DM1467'THE IDABEL AIRPORT, IN THE NORTHWEST CORNER OF A GRASS ISLAND BETWEEN
 DM1467'THE SOUTH END OF THE RUNWAY AND A TURN AROUND TAXIWAY. OWNERSHIP--CITY
 DM1467'OF IDABEL, C/O AIRPORT MANAGER RICK BILLINGSLEY, RT 2 BOX 100, IDABEL
 DM1467'OK 74745. PHONE (405) 286-7882.
 DM1467'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DM1467'HIGHWAY 37 IN IDABEL, GO NORTHWEST FOR 0.9 KM (0.55 MI) ON HIGHWAY 70
 DM1467'TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.5 KM (0.30 MI) ON
 DM1467'NORTHWEST 9TH STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 DM1467'FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO A GRAVEL ROAD LEFT.  TURN
 DM1467'LEFT AND GO WEST THEN NORTH FOR 0.2 KM (0.10 MI) ON THE GRAVEL ROAD
 DM1467'PASSING THROUGH A GATE TO AN APRON.  TURN LEFT AND GO WEST THEN
 DM1467'SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON, PASSING BETWEEN
 DM1467'HANGARS AND THE AIRPORT OFFICE ON THE LEFT, TO A CONNECTING TAXIWAY.
 DM1467'TURN RIGHT AND GO WEST FOR 0.3 KM (0.20 MI) ON THE CONNECTING TAXIWAY
 DM1467'TO THE RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE
 DM1467'RUNWAY TO THE STATION ON THE LEFT JUST PAST THE NORTHERN HALF OF A
 DM1467'TURN AROUND TAXIWAY.
 DM1467'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 DM1467'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.1 METERS IN A GREASE
 DM1467'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 DM1467'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 8.1
 DM1467'M (26.6 FT) WEST FROM THE CURVING WEST EDGE OF THE TURN AROUND
 DM1467'TAXIWAY, 6.3 M (20.7 FT) WEST-SOUTHWEST FROM THE SOUTHEAST ANGLE OF
 DM1467'THE JUNCTION OF THE RUNWAY AND THE NORTHERN HALF OF THE TURN AROUND
 DM1467'TAXIWAY, AND 5.9 M (19.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 DM1467'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 DM1467
 DM1467                          STATION RECOVERY (1990)
 DM1467
 DM1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DM1467'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION IS A TIE TO THE
 DM1467'OK FAA PROJECT.  AN UPDATED DESCRIPTION FOLLOWS.
 DM1467'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHWEST OF IDABEL, AT THE
 DM1467'IDABEL AIRPORT, IN THE NORTHWEST CORNER OF A GRASS ISLAND BETWEEN THE
 DM1467'SOUTH END OF THE RUNWAY AND A COFFEE CUP HANDLE TAXI TURNAROUND.
 DM1467'OWNERSHIP-CITY OF IDABEL.  AIRPORT MANAGER IS RICK BILLINGSLEY, RTE 2
 DM1467'BOX 100 IDABEL, OK 74745.  PHONE IS 405-286-7882.
 DM1467'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 70 AND STATE
 DM1467'ROUTE 37 IN IDABEL, GO NORTHWEST ALONG U.S.HIGHWAY 70 FOR 0.9 KM
 DM1467'(0.6 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO WEST ALONG 9TH
 DM1467'STREET FOR 0.5 KM (0.3 MI) TO A PAVED STREET ON THE RIGHT, THEN GO
 DM1467'RIGHT AND NORTH ALONG A PAVED STREET FOR 0.2 KM (0.1 MI) TO A GRAVEL
 DM1467'ROAD ON THE LEFT, THEN TURN LEFT AND GO WEST AND NORTH ALONG A GRAVEL
 DM1467'ROAD PASSING THROUGH A GATE TO AN APRON, THEN TURN LEFT AND GO WEST
 DM1467'THEN SOUTHWEST FOR 0.1 KM (0.1 MI) ACCROSS APRON, PASSING BETWEEN
 DM1467'HANGARS AND AIRPORT OFFICE ON THE LEFT, TO A CONNECTING TAXIWAY TO
 DM1467'THE RUNWAY, THEN TURN LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON THE
 DM1467'RUNWAY TO THE STATION ON THE LEFT JUST PAST THE NORTHERN HALF OF A
 DM1467'TURNAROUND TAXIWAY.  STATION IS LOCATED 8.1 M (26.6 FT) WEST OF THE
 DM1467'CURVING WEST EDGE OF THE TURNAROUND TAXIWAY. 6.3 M (20.7 FT)
 DM1467'WEST-SOUTHWEST OF THE SOUTHEAST ANGLE OF THE JUNCTION OF THE RUNWAY
 DM1467'AND THE NORTHERN HALF OF THE TURNAROUND TAXIWAY, AND 5.9 M (19.4 FT)
 DM1467'EAST OF THE EAST EDGE OF THE RUNWAY.
 DM1467'DESCRIBED BY K.L.FANCHER  (TYPED BY G.F.S.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1468 ***********************************************************************
 DM1468  DESIGNATION -  BELLPORT AZ MK
 DM1468  PID         -  DM1468
 DM1468  STATE/COUNTY-  OK/MCCURTAIN
 DM1468  COUNTRY     -  US
 DM1468  USGS QUAD   -  IDABEL (2019)
 DM1468
 DM1468                         *CURRENT SURVEY CONTROL
 DM1468  ______________________________________________________________________
 DM1468* NAD 83(1993) POSITION- 33 54 32.37399(N) 094 50 42.32307(W)   ADJUSTED
 DM1468* NAD 83(1993) ELLIP HT-   126.572 (meters)        (02/21/02)   ADJUSTED
 DM1468* NAVD 88 ORTHO HEIGHT -   154.5   (meters)      507.    (feet) VERTCON3
 DM1468  ______________________________________________________________________
 DM1468  GEOID HEIGHT    -        -27.697 (meters)                     GEOID18
 DM1468  NAD 83(1993) X  -   -447,564.388 (meters)                     COMP
 DM1468  NAD 83(1993) Y  - -5,280,066.669 (meters)                     COMP
 DM1468  NAD 83(1993) Z  -  3,538,143.840 (meters)                     COMP
 DM1468  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 DM1468  HORZ ORDER      -  FIRST
 DM1468  ELLP ORDER      -  FIFTH     CLASS I
 DM1468
 DM1468.This mark is at Idabel Airport (F62)
 DM1468
 DM1468.The horizontal coordinates were established by GPS observations
 DM1468.and adjusted by the National Geodetic Survey in November 1994.
 DM1468
 DM1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1468
 DM1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1468.GEOID18 height accuracy estimate available here.
 DM1468
 DM1468.Click photographs - Photos may exist for this station.
 DM1468
 DM1468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1468
 DM1468.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1468
 DM1468.The ellipsoidal height was determined by GPS observations
 DM1468.and is referenced to NAD 83.
 DM1468
 DM1468. The following values were computed from the NAD 83(1993) position.
 DM1468
 DM1468;                    North         East     Units Scale Factor Converg.
 DM1468;SPC OK S     -    68,414.094   891,730.089   MT  1.00000487   +1 47 26.8
 DM1468;SPC OK S     -   224,455.24  2,925,617.80   sFT  1.00000487   +1 47 26.8
 DM1468;UTM  15      - 3,753,597.946   329,417.245   MT  0.99995872   -1 01 46.5
 DM1468
 DM1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1468!SPC OK S     -   0.99998013  x   1.00000487  =   0.99998500
 DM1468!UTM  15      -   0.99998013  x   0.99995872  =   0.99993885
 DM1468
 DM1468:                Primary Azimuth Mark                     Grid Az
 DM1468:SPC OK S     -  BELLPORT                                 178 23 11.7
 DM1468:UTM  15      -  BELLPORT                                 181 12 25.0
 DM1468
 DM1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2941753597(NAD 83)
 DM1468
 DM1468|---------------------------------------------------------------------|
 DM1468| PID    Reference Object                     Distance      Geod. Az  |
 DM1468|                                                           dddmmss.s |
 DM1468| DM1467 BELLPORT                            APPROX. 0.8 KM 1801038.5 |
 DM1468|---------------------------------------------------------------------|
 DM1468
 DM1468                          SUPERSEDED SURVEY CONTROL
 DM1468
 DM1468  ELLIP H (11/28/94)  126.524  (m)                       GP(       ) 5 1
 DM1468  NAD 83(1986)-  33 54 32.37594(N)    094 50 42.32044(W) AD(       ) 1
 DM1468  NAD 83(1986)-  33 54 32.37495(N)    094 50 42.33792(W) AD(       ) 2
 DM1468  NGVD 29 (11/13/90)  154.5    (m)  UNKNOWN  model used  GPS OBS        
 DM1468  NGVD 29 (11/30/89)  154.5    (m)  RAPSU86  model used  GPS OBS        
 DM1468
 DM1468.Superseded values are not recommended for survey control.
 DM1468
 DM1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1468.See file dsdata.pdf to determine how the superseded data were derived.
 DM1468
 DM1468_MARKER: I = METAL ROD
 DM1468_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1468_STAMPING: BELLPORT AZ MK 1989
 DM1468_MARK LOGO: NGS
 DM1468_PROJECTION: FLUSH
 DM1468_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1468+STABILITY: POSITION/ELEVATION WELL
 DM1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1468+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 DM1468_ROD/PIPE-DEPTH: 2.6 meters
 DM1468_SLEEVE-DEPTH  : 1.0 meters
 DM1468
 DM1468  HISTORY     - Date     Condition        Report By
 DM1468  HISTORY     - 1989     MONUMENTED       NGS
 DM1468  HISTORY     - 19900306 GOOD             NGS
 DM1468
 DM1468                          STATION DESCRIPTION
 DM1468
 DM1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DM1468'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTHWEST OF IDABEL, AT
 DM1468'THE IDABEL AIRPORT, IN THE NORTHWEST CORNER OF A GRASS ISLAND BETWEEN
 DM1468'THE NORTH END OF THE RUNWAY AND A TURN AROUND TAXIWAY. OWNERSHIP--CITY
 DM1468'OF IDABEL, C/O AIRPORT MANAGER RICK BILLINGSLEY, RT 2 BOX 100, IDABEL
 DM1468'OK 74745. PHONE (405) 286-7882.
 DM1468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DM1468'HIGHWAY 37 IN IDABEL, GO NORTHWEST FOR 0.9 KM (0.55 MI) ON HIGHWAY 70
 DM1468'TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.5 KM (0.30 MI) ON
 DM1468'NORTHWEST 9TH STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 DM1468'FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO A GRAVEL ROAD LEFT.  TURN
 DM1468'LEFT AND GO WEST THEN NORTH FOR 0.2 KM (0.10 MI) ON THE GRAVEL ROAD
 DM1468'PASSING THROUGH A GATE TO AN APRON.  TURN LEFT AND GO WEST THEN
 DM1468'SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON, PASSING BETWEEN
 DM1468'HANGARS AND THE AIRPORT OFFICE ON THE LEFT, TO A CONNECTING TAXIWAY.
 DM1468'TURN RIGHT AND GO WEST FOR 0.3 KM (0.20 MI) ON THE CONNECTING TAXIWAY
 DM1468'TO THE RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE
 DM1468'RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE THE NORTHERN HALF OF A
 DM1468'TURN AROUND TAXIWAY ON THE RIGHT.
 DM1468'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 DM1468'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.6 METERS IN A GREASE
 DM1468'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 DM1468'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 DM1468'42.9 M (140.7 FT) NORTH-NORTHWEST FROM THE NORTHWEST SUPPORT LEG FOR
 DM1468'THE WESTERN MOST ONE OF TWO VASIS, 11.2 M (36.7 FT) SOUTHEAST FROM THE
 DM1468'SOUTHEAST ANGLE OF THE JUNCTION OF THE RUNWAY AND THE NORTHERN HALF OF
 DM1468'THE TURN AROUND TAXIWAY, AND 8.4 M (27.6 FT) EAST FROM THE EAST EDGE
 DM1468'OF THE RUNWAY.
 DM1468'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 DM1468
 DM1468                          STATION RECOVERY (1990)
 DM1468
 DM1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DM1468'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION IS A TIE TO THE
 DM1468'OK FAA PROJECT.  AN UPDATED DESCRIPTION FOLLOWS.
 DM1468'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHWEST OF IDABEL, AT THE
 DM1468'IDABEL AIRPORT, IN THE NORTHWEST CORNER OF A GRASS ISLAND BETWEEN THE
 DM1468'SOUTH END OF THE RUNWAY AND A COFFEE CUP HANDLE TAXI TURNAROUND.
 DM1468'OWNERSHIP-CITY OF IDABEL.  AIRPORT MANAGER IS RICK BILLINGSLEY, RTE 2
 DM1468'BOX 100 IDABEL, OK 74745.  PHONE IS 405-286-7882.
 DM1468'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 70 AND STATE
 DM1468'ROUTE 37 IN IDABEL, GO NORTHWEST ALONG U.S.HIGHWAY 70 FOR 0.9 KM
 DM1468'(0.6 MI) TO A PAVED ROAD ON THE LEFT, TURN LEFT AND GO WEST ALONG 9TH
 DM1468'STREET FOR 0.5 KM (0.3 MI) TO A PAVED STREET ON THE RIGHT, THEN GO
 DM1468'RIGHT AND NORTH ALONG A PAVED STREET FOR 0.2 KM (0.1 MI) TO A GRAVEL
 DM1468'ROAD ON THE LEFT, THEN TURN LEFT AND GO WEST AND NORTH ALONG A GRAVEL
 DM1468'ROAD PASSING THROUGH A GATE TO AN APRON, THEN TURN LEFT AND GO WEST
 DM1468'THEN SOUTHWEST FOR 0.1 KM (0.1 MI) ACCROSS APRON, PASSING BETWEEN
 DM1468'HANGARS AND AIRPORT OFFICE ON THE LEFT, TO A CONNECTING TAXIWAY TO
 DM1468'THE RUNWAY, THEN TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) ON THE
 DM1468'CONNECTING TAXIWAY TO THE RUNWAY, TURN RIGHT AND GO NORTH ALONG THE
 DM1468'RUNWAY FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT, JUST BEFORE
 DM1468'THE NORTHERN HALF OF A TURNAROUND TAXIWAY ON THE RIGHT.
 DM1468'STATION IS LOCATED 42.9 M (140.7 FT) NORTH-NORTHWEST OF THE NORTHWEST
 DM1468'SUYPPORT LEG FOR THE WESTERN MOST 1 OF 2 VASIS, 11.2 M (36.7 FT)
 DM1468'SOUTHEAST OF THE SOUTHEAST ANGLE OF THE JUNCTION OF THE RUNWAY AND THE
 DM1468'NORTHERN HALF OF THE TURNAROUND TAXIWAY, AND 8.4 M (27.6 FT) EAST OF
 DM1468'THE EAST EDGE OF THE RUNWAY.
 DM1468'DESCRIBED BY K.L.FANCHER (TYPED BY G.F.S.) NOTE-ACCESS TO DATUM POINT
 DM1468'IS HAD THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0597 ***********************************************************************
 GJ0597  DESIGNATION -  BELVA
 GJ0597  PID         -  GJ0597
 GJ0597  STATE/COUNTY-  OK/MAJOR
 GJ0597  COUNTRY     -  US
 GJ0597  USGS QUAD   -  BELVA (2018)
 GJ0597
 GJ0597                         *CURRENT SURVEY CONTROL
 GJ0597  ______________________________________________________________________
 GJ0597* NAD 83(1993) POSITION- 36 29 15.81948(N) 098 52 46.28740(W)   ADJUSTED
 GJ0597* NAVD 88 ORTHO HEIGHT -   437.    (meters)     1434.    (feet) SCALED
 GJ0597  ______________________________________________________________________
 GJ0597  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 GJ0597  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 GJ0597  HORZ ORDER      -  SECOND
 GJ0597
 GJ0597.The horizontal coordinates were established by classical geodetic methods
 GJ0597.and adjusted by the National Geodetic Survey in November 1994.
 GJ0597
 GJ0597.The orthometric height was scaled from a topographic map.
 GJ0597
 GJ0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0597.GEOID18 height accuracy estimate available here.
 GJ0597
 GJ0597.Click photographs - Photos may exist for this station.
 GJ0597
 GJ0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0597
 GJ0597. The following values were computed from the NAD 83(1993) position.
 GJ0597
 GJ0597;                    North         East     Units Scale Factor Converg.
 GJ0597;SPC OK N     -   165,426.769   521,194.172   MT  0.99996099   -0 31 08.6
 GJ0597;SPC OK N     -   542,737.66  1,709,951.21   sFT  0.99996099   -0 31 08.6
 GJ0597;UTM  14      - 4,038,053.531   510,790.940   MT  0.99960143   +0 04 17.9
 GJ0597
 GJ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0597!SPC OK N     -   0.99993580  x   0.99996099  =   0.99989680
 GJ0597!UTM  14      -   0.99993580  x   0.99960143  =   0.99953726
 GJ0597
 GJ0597:                Primary Azimuth Mark                     Grid Az
 GJ0597:SPC OK N     -  BELVA AZ MK                              358 00 17.8
 GJ0597:UTM  14      -  BELVA AZ MK                              357 24 51.3
 GJ0597
 GJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1079038053(NAD 83)
 GJ0597
 GJ0597|---------------------------------------------------------------------|
 GJ0597| PID    Reference Object                     Distance      Geod. Az  |
 GJ0597|                                                           dddmmss.s |
 GJ0597| CK8928 BELVA RM 1                           16.007 METERS 19135     |
 GJ0597| CK8929 BELVA RM 2                           30.646 METERS 26848     |
 GJ0597| CK8927 BELVA AZ MK                                        3572909.2 |
 GJ0597|---------------------------------------------------------------------|
 GJ0597
 GJ0597                          SUPERSEDED SURVEY CONTROL
 GJ0597
 GJ0597  NAD 83(1986)-  36 29 15.82339(N)    098 52 46.27465(W) AD(       ) 2
 GJ0597  NAD 27      -  36 29 15.69719(N)    098 52 44.94381(W) AD(       ) 2
 GJ0597
 GJ0597.Superseded values are not recommended for survey control.
 GJ0597
 GJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0597.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0597
 GJ0597_MARKER: DS = TRIANGULATION STATION DISK
 GJ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0597_STAMPING: BELVA 1951
 GJ0597_MARK LOGO: CGS
 GJ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0597+STABILITY: SURFACE MOTION
 GJ0597
 GJ0597  HISTORY     - Date     Condition        Report By
 GJ0597  HISTORY     - 1951     MONUMENTED       CGS
 GJ0597
 GJ0597                          STATION DESCRIPTION
 GJ0597
 GJ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0597'THE STATION IS LOCATED ABOUT 7 MILES SOUTH FROM WAYNOKA AND IS ON
 GJ0597'THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY 281.  IT IS SITUATED 49 FEET
 GJ0597'EAST FROM THE CENTER OF THE HIGHWAY AND 6 FEET NORTH OF A CONCRETE
 GJ0597'RIGHT-OF-WAY POST.  IT IS STAMPED BELVA 1951 AND PROJECTS 4 INCHES
 GJ0597'ABOVE THE SURFACE OF THE GROUND.
 GJ0597'
 GJ0597'REFERENCE MARK NO. 1 IS 40 FEET EAST FROM THE CENTER OF THE HIGHWAY.
 GJ0597'IT IS STAMPED BELVA NO 1 1951 AND PROJECTS 4 INCHES.
 GJ0597'
 GJ0597'REFERENCE MARK NO. 2 IS 50 FEET WEST FROM THE CENTER OF THE HIGHWAY
 GJ0597'AND IS SET IN A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BELVA NO 2
 GJ0597'1951 AND PROJECTS 4 INCHES.
 GJ0597'
 GJ0597'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS 102.6
 GJ0597'FEET.
 GJ0597'
 GJ0597'THE AZIMUTH MARK IS SET IN A NORTH-SOUTH FENCE LINE, 50 FEET
 GJ0597'WEST FROM THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF A WITNESS
 GJ0597'POST.  IT IS STAMPED BELVA 1951 AND PROJECTS 4 INCHES.
 GJ0597'
 GJ0597'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA, GO SOUTH ON
 GJ0597'U. S. HIGHWAY 281 FOR 6.0 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 GJ0597'CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO A CROSSROAD AND SIGN
 GJ0597'BELVA 6.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 GJ0597'STATION ON THE LEFT AS DESCRIBED.
 GJ0597'
 GJ0597'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0879 ***********************************************************************
 FJ0879  DESIGNATION -  BENCH MK NR BEAR CR
 FJ0879  PID         -  FJ0879
 FJ0879  STATE/COUNTY-  OK/LOGAN
 FJ0879  COUNTRY     -  US
 FJ0879  USGS QUAD   -  GUTHRIE SE (2018)
 FJ0879
 FJ0879                         *CURRENT SURVEY CONTROL
 FJ0879  ______________________________________________________________________
 FJ0879* NAD 83(1993) POSITION- 35 51 47.22433(N) 097 20 09.08701(W)   ADJUSTED
 FJ0879* NAVD 88 ORTHO HEIGHT -   371.    (meters)     1217.    (feet) SCALED
 FJ0879  ______________________________________________________________________
 FJ0879  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 FJ0879  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 FJ0879  HORZ ORDER      -  SECOND
 FJ0879
 FJ0879.The horizontal coordinates were established by classical geodetic methods
 FJ0879.and adjusted by the National Geodetic Survey in November 1994.
 FJ0879
 FJ0879.The orthometric height was scaled from a topographic map.
 FJ0879
 FJ0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0879.GEOID18 height accuracy estimate available here.
 FJ0879
 FJ0879.Click photographs - Photos may exist for this station.
 FJ0879
 FJ0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0879
 FJ0879. The following values were computed from the NAD 83(1993) position.
 FJ0879
 FJ0879;                    North         East     Units Scale Factor Converg.
 FJ0879;SPC OK N     -    95,970.302   659,981.947   MT  0.99995943   +0 23 31.0
 FJ0879;SPC OK N     -   314,862.57  2,165,290.77   sFT  0.99995943   +0 23 31.0
 FJ0879;UTM  14      - 3,970,044.932   650,250.653   MT  0.99987818   +0 58 30.4
 FJ0879
 FJ0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0879!SPC OK N     -   0.99994611  x   0.99995943  =   0.99990554
 FJ0879!UTM  14      -   0.99994611  x   0.99987818  =   0.99982429
 FJ0879
 FJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5025070044(NAD 83)
 FJ0879
 FJ0879                          SUPERSEDED SURVEY CONTROL
 FJ0879
 FJ0879  NAD 83(1986)-  35 51 47.23199(N)    097 20 09.07014(W) AD(       ) 2
 FJ0879  NAD 27      -  35 51 47.05177(N)    097 20 07.92939(W) AD(       ) 2
 FJ0879
 FJ0879.Superseded values are not recommended for survey control.
 FJ0879
 FJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0879.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0879
 FJ0879_MARKER: P = PIPE CAP
 FJ0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0879_MARK LOGO: USGS
 FJ0879_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0879
 FJ0879  HISTORY     - Date     Condition        Report By
 FJ0879  HISTORY     - UNK      MONUMENTED       USGS
 FJ0879  HISTORY     - 1954     GOOD             CGS
 FJ0879
 FJ0879                          STATION DESCRIPTION
 FJ0879
 FJ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0879'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF COYLE AND 5
 FJ0879'MILES EAST-SOUTHEAST OF GUTHRIE NEAR THE SOUTHWEST CORNER OF
 FJ0879'THE NORTHWEST 1/4 OF SECTION 17, T 16 N, R 1 W.
 FJ0879'
 FJ0879'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK THAT IS
 FJ0879'UNSTAMPED.  IT IS 24 FEET EAST OF THE CENTER OF A ROAD, 10 FEET
 FJ0879'WEST OF A FENCE AND 12.067 FEET NORTH OF TRIANGULATION STATION
 FJ0879'BEAR CREEK FROM WHICH A TRAVERSE CONNECTION WAS MADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0812 ***********************************************************************
 EM0812  DESIGNATION -  BENDS
 EM0812  PID         -  EM0812
 EM0812  STATE/COUNTY-  OK/COMANCHE
 EM0812  COUNTRY     -  US
 EM0812  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0812
 EM0812                         *CURRENT SURVEY CONTROL
 EM0812  ______________________________________________________________________
 EM0812* NAD 83(1993) POSITION- 34 44 02.32097(N) 098 33 33.48408(W)   ADJUSTED
 EM0812* NAVD 88 ORTHO HEIGHT -   489.    (meters)     1604.    (feet) SCALED
 EM0812  ______________________________________________________________________
 EM0812  GEOID HEIGHT    -        -25.538 (meters)                     GEOID18
 EM0812  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 EM0812  HORZ ORDER      -  THIRD
 EM0812
 EM0812.The horizontal coordinates were established by classical geodetic methods
 EM0812.and adjusted by the National Geodetic Survey in November 1994.
 EM0812
 EM0812.The orthometric height was scaled from a topographic map.
 EM0812
 EM0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0812.GEOID18 height accuracy estimate available here.
 EM0812
 EM0812.Click photographs - Photos may exist for this station.
 EM0812
 EM0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0812
 EM0812. The following values were computed from the NAD 83(1993) position.
 EM0812
 EM0812;                    North         East     Units Scale Factor Converg.
 EM0812;SPC OK S     -   155,506.631   548,781.102   MT  0.99993935   -0 19 02.9
 EM0812;SPC OK S     -   510,191.34  1,800,459.33   sFT  0.99993935   -0 19 02.9
 EM0812;UTM  14      - 3,843,631.293   540,344.357   MT  0.99962006   +0 15 04.0
 EM0812
 EM0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0812!SPC OK S     -   0.99992723  x   0.99993935  =   0.99986659
 EM0812!UTM  14      -   0.99992723  x   0.99962006  =   0.99954732
 EM0812
 EM0812:                Primary Azimuth Mark                     Grid Az
 EM0812:SPC OK S     -  SCOTT KNOLL 1945                         088 34 44.5
 EM0812:UTM  14      -  SCOTT KNOLL 1945                         088 00 37.6
 EM0812
 EM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4034443631(NAD 83)
 EM0812
 EM0812|---------------------------------------------------------------------|
 EM0812| PID    Reference Object                     Distance      Geod. Az  |
 EM0812|                                                           dddmmss.s |
 EM0812| EM0818 SCOTT KNOLL 1945                    APPROX. 1.9 KM 0881541.6 |
 EM0812|---------------------------------------------------------------------|
 EM0812
 EM0812                          SUPERSEDED SURVEY CONTROL
 EM0812
 EM0812  NAD 83(1986)-  34 44 02.32649(N)    098 33 33.46924(W) AD(       ) 3
 EM0812  NAD 27      -  34 44 02.08300(N)    098 33 32.24600(W) AD(       ) 3
 EM0812
 EM0812.Superseded values are not recommended for survey control.
 EM0812
 EM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0812.See file dsdata.pdf to determine how the superseded data were derived.
 EM0812
 EM0812_MARKER: M = AMMO SHELL CASING
 EM0812_SETTING: 66 = SET IN ROCK OUTCROP
 EM0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0812+STABILITY: POSITION/ELEVATION WELL
 EM0812
 EM0812  HISTORY     - Date     Condition        Report By
 EM0812  HISTORY     - 1945     MONUMENTED       USA
 EM0812  HISTORY     - 20000226 GOOD             LOCSUR
 EM0812
 EM0812                          STATION DESCRIPTION
 EM0812
 EM0812'DESCRIBED BY US ARMY 1945
 EM0812'ON SOUTH SLOPE OF ROCKY KNOLL ABOUT 1-1/2 MILES E OF MEERS WYE,
 EM0812'ABOUT 500 YDS. N OF SCENIC HWY.  MARKED BY CENTER OF BASE OF
 EM0812'.30 CALIBER CARTRIDGE CASE CEMENTED IN ROCK CREVICE.  STATION
 EM0812'ABOUT 310 FT. S OF HIGHEST PART OF HILL.  72 FT. S BY W OF LONE
 EM0812'SCRUB TREE.
 EM0812
 EM0812                          STATION RECOVERY (2000)
 EM0812
 EM0812'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0812'RECOVERED IN GOOD CONDITION.  NOTE--COUNT NOT PAINT OR PLACE REFERENCE
 EM0812'MARKERS AS PER INSTRUCTION OF WICHITA WILDLIFE PERSONNEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0851 ***********************************************************************
 GG0851  DESIGNATION -  BENNING
 GG0851  PID         -  GG0851
 GG0851  STATE/COUNTY-  OK/NOWATA
 GG0851  COUNTRY     -  US
 GG0851  USGS QUAD   -  SOUTH COFFEYVILLE (2019)
 GG0851
 GG0851                         *CURRENT SURVEY CONTROL
 GG0851  ______________________________________________________________________
 GG0851* NAD 83(1997) POSITION- 36 59 02.48496(N) 095 32 53.56067(W)   ADJUSTED
 GG0851* NAVD 88 ORTHO HEIGHT -   246.0   (meters)      807.    (feet) VERTCON3
 GG0851  ______________________________________________________________________
 GG0851  GEOID HEIGHT    -        -29.679 (meters)                     GEOID18
 GG0851  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 GG0851  HORZ ORDER      -  FIRST
 GG0851
 GG0851.The horizontal coordinates were established by classical geodetic methods
 GG0851.and adjusted by the National Geodetic Survey in October 1998.
 GG0851
 GG0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0851
 GG0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0851.GEOID18 height accuracy estimate available here.
 GG0851
 GG0851.Click photographs - Photos may exist for this station.
 GG0851
 GG0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0851
 GG0851. The following values were computed from the NAD 83(1997) position.
 GG0851
 GG0851;                    North         East     Units Scale Factor Converg.
 GG0851;SPC OK N     -   222,901.175   818,270.496   MT  1.00004689   +1 26 48.9
 GG0851;SPC OK N     -   731,301.60  2,684,609.12   sFT  1.00004689   +1 26 48.9
 GG0851;UTM  15      - 4,096,135.269   273,201.916   MT  1.00023371   -1 32 01.1
 GG0851
 GG0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0851!SPC OK N     -   0.99996605  x   1.00004689  =   1.00001294
 GG0851!UTM  15      -   0.99996605  x   1.00023371  =   1.00019975
 GG0851
 GG0851:                Primary Azimuth Mark                     Grid Az
 GG0851:SPC OK N     -  BENNING AZ MK                            333 37 15.6
 GG0851:UTM  15      -  BENNING AZ MK                            336 36 05.6
 GG0851
 GG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7320196135(NAD 83)
 GG0851
 GG0851|---------------------------------------------------------------------|
 GG0851| PID    Reference Object                     Distance      Geod. Az  |
 GG0851|                                                           dddmmss.s |
 GG0851| CI1109 BENNING RM 1                         52.359 METERS 01713     |
 GG0851| HE0769 EDNA MUNICIPAL TANK                 APPROX.18.7 KM 0642459.0 |
 GG0851| CI1110 BENNING RM 2                         52.849 METERS 22708     |
 GG0851| CI1108 BENNING AZ MK                                      3350404.5 |
 GG0851|---------------------------------------------------------------------|
 GG0851
 GG0851                          SUPERSEDED SURVEY CONTROL
 GG0851
 GG0851  NAD 83(1993)-  36 59 02.48804(N)    095 32 53.56073(W) AD(       ) 1
 GG0851  NAD 83(1986)-  36 59 02.50209(N)    095 32 53.54297(W) AD(       ) 1
 GG0851  NAD 27      -  36 59 02.20612(N)    095 32 52.62623(W) AD(       ) 1
 GG0851  NGVD 29 (07/19/86)  245.9    (m)          807.     (f) VERT ANG       
 GG0851
 GG0851.Superseded values are not recommended for survey control.
 GG0851
 GG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0851.See file dsdata.pdf to determine how the superseded data were derived.
 GG0851
 GG0851_MARKER: DS = TRIANGULATION STATION DISK
 GG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0851_STAMPING: BENNING 1934
 GG0851_MARK LOGO: CGS
 GG0851_PROJECTION: RECESSED 30 CENTIMETERS
 GG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0851+STABILITY: SURFACE MOTION
 GG0851
 GG0851  HISTORY     - Date     Condition        Report By
 GG0851  HISTORY     - 1934     MONUMENTED       CGS
 GG0851  HISTORY     - 1955     GOOD             SSC
 GG0851  HISTORY     - 1958     GOOD             CGS
 GG0851  HISTORY     - 1960     GOOD             CGS
 GG0851  HISTORY     - 1966     GOOD             CGS
 GG0851
 GG0851                          STATION DESCRIPTION
 GG0851
 GG0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0851'STATION IS ABOUT 5.0 MILES SE OF COFFEYVILLE IN SEC. 23,
 GG0851'T 29 N, R 16 E, ON A SLIGHT RISE IN GROUND.  IT IS 70 FEET
 GG0851'E OF OLD ABANDONED HOUSE.
 GG0851'
 GG0851'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0851'DISKS SET IN CONCRETE.
 GG0851'
 GG0851'AZIMUTH MARK IS 0.75 MILE NW FROM STATION, 0.4 MILE N OF
 GG0851'CROSSROADS AND 25 FEET W OF CENTER LINE OF ROAD.
 GG0851'
 GG0851'STATION IS REACHED FROM COFFEYVILLE BY GOING S ON STATE
 GG0851'HIGHWAY 16, FROM THE INTERSECTION WITH U.S. HIGHWAY 166,
 GG0851'4.7 MILES TO A GRAVEL ROAD GOING E.  FOLLOW THIS ROAD E
 GG0851'4.1 MILES TO CROSSROADS.  TURN N AND GO 1.0 MILE TO CROSSROADS.
 GG0851'TURN E AND GO 0.25 MILE TO LANE GOING S.  FOLLOW LANE S 0.1
 GG0851'MILE TO KNOLL AND STATION.
 GG0851'
 GG0851'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GG0851
 GG0851                          STATION RECOVERY (1955)
 GG0851
 GG0851'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 GG0851'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 GG0851'AS DESCRIBED.  STATION HAS BEEN DISTURBED.  UNDERGROUND
 GG0851'MARK WAS NOT SEARCHED FOR.  AZIMUTH MARK WAS NOT VISITED.
 GG0851
 GG0851                          STATION RECOVERY (1958)
 GG0851
 GG0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0851'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GG0851'2 AND AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 GG0851'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 GG0851'
 GG0851'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF EDNA AND
 GG0851'5 MILES SOUTHEAST OF SOUTH COFFEYVILLE.  IT IS 75 FEET NORTHEAST
 GG0851'OF A CEDAR TREE, 21 FEET NORTH OF A EAST-WEST WIRE FENCE
 GG0851'LINE AND SET ON ABOUT THE HIGHEST PART OF HILL.  THE MARK
 GG0851'IS 1 FOOT BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 GG0851'BENNING 1934.
 GG0851'
 GG0851'REFERENCE MARK NO. 1 IS 8 FEET WEST OF THE CENTER OF A TRACK
 GG0851'ROAD, 1 FOOT EAST OF A WIRE FENCE LINE AND SET ON THE NORTHERN
 GG0851'SLOPE OF HILL ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK
 GG0851'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GG0851'STAMPED BENNING NO 1 1934.
 GG0851'
 GG0851'REFERENCE MARK NO. 2 IS 114 FEET SOUTH OF A EAST-WEST WIRE
 GG0851'FENCE LINE, 96 FEET SOUTHWEST OF A CEDAR TREE AND SET ON
 GG0851'THE SOUTHWEST SLOPE OF HILL ABOUT 2 FEET LOWER THAN THE
 GG0851'STATION.  THE MARK PROJECTS 7 INCHES ABOVE THE SURFACE OF
 GG0851'THE GROUND AND IS STAMPED BENNING NO 2 1934.
 GG0851'
 GG0851'AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 GG0851'11 FEET SOUTH OF AN 18-INCH TREE AND 1 FOOT EAST OF A NORTH-SOUTH
 GG0851'WIRE FENCE LINE.  THE MARK IS A STANDARD REFERENCE MARK DISK
 GG0851'CEMENTED IN A CONCRETE POST, IT PROJECTS 3 INCHES ABOVE
 GG0851'THE SURFACE OF THE GROUND AND IS STAMPED BENNING AZI 1934.
 GG0851'
 GG0851'TO REACH FROM THE POST OFFICE IN SOUTH COFFEYVILLE, GO SOUTH
 GG0851'ON U.S. HIGHWAY 169 FOR 2.0 MILES TO CROSSROADS AT CONCRETE
 GG0851'BLOCK BUILDING IN THE NORTHEAST ANGLE OF INTERSECTION AND
 GG0851'SIGN ROCK CREEK CHURCH OF GOD 8 MILES, TURN LEFT EAST ON
 GG0851'GRAVEL ROAD AND GO 4.1 MILES TO CROSSROADS, TURN LEFT NORTH
 GG0851'AND GO 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT EAST AND
 GG0851'GO 0.25 MILE TO A TRACK ROAD RIGHT AND GATE, TURN RIGHT SOUTH
 GG0851'THROUGH GATE ON TRACK ROAD AND GO 0.15 MILE TO STATION AS
 GG0851'DESCRIBED.
 GG0851'
 GG0851'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON TRACK ROAD
 GG0851'FOR 0.15 MILE TO A GATE AND T ROAD, TURN LEFT WEST AND GO
 GG0851'0.25 MILE TO A T ROAD, TURN RIGHT NORTH AND GO 0.4 MILE TO
 GG0851'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GG0851'
 GG0851'HEIGHT OF LIGHT ABOVE STATION MARK - 22.6 METERS.
 GG0851
 GG0851                          STATION RECOVERY (1960)
 GG0851
 GG0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 GG0851'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING-
 GG0851'
 GG0851'THE STATION IS AN UNDERGROUND MARK WHICH WAS NOT MENTIONED.
 GG0851'ALL THE FARM BUILDINGS ARE NOW GONE.  THE STATION IS 70 FT.
 GG0851'EAST OF THE OLD HOUSE FOUNDATION AND 6-1/2 PACES NORTH OF
 GG0851'THE SOUTH E - W FENCE.  RM NO 1 IS NNE OF STATION IN OLD
 GG0851'N-S FENCE LINE AND PROJECTS 5 INCHES.  RM NO 2 IS SW OF STATION
 GG0851'IN OPEN PASTURE AND PROJECTS 10 IN.
 GG0851'
 GG0851'REACHED FROM THE JCT. OF US 169 AND 166 AT 8TH AND WALNUTS
 GG0851'STREETS IN DOWNTOWN COFFEYVILLE, KANSAS AS FOLLOWS- GO S.
 GG0851'ON US 169 FOR 4.8 MILES TO CROSSROADS AT SIGN ROCK CREEK CHURCH
 GG0851'OF GOD 8 MI. TURN LEFT, E, GO 1.3 MILES TO BRIDGE OVER VERDIGRIS
 GG0851'RIVER, CONTINUE E. 2.8 MILES TO CROSSROADS N TURN LEFT, N,
 GG0851'AND GO 1.0 MILE TURN RIGHT, E, AND GO 0.25 MILE TURN RIGHT,
 GG0851'S, INTO FIELD ROAD AND GO 0.15 MILE TO TOP OF HILL AT RUINS
 GG0851'OF OLD FARM HOUSE AND STATION.
 GG0851'
 GG0851'STATION IS NOW ON LAND OF MR. RAYFIELD H. BENNING.  4-8-60.
 GG0851
 GG0851                          STATION RECOVERY (1966)
 GG0851
 GG0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0851'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 GG0851'WERE RECOVERED AS DESCRIBED IN 1960 BY J.A.W.
 GG0851'
 GG0851'ALL OBJECTS VISIBLE AT 30 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0734 ***********************************************************************
 EL0734  DESIGNATION -  BENNINGTON
 EL0734  PID         -  EL0734
 EL0734  STATE/COUNTY-  OK/BRYAN
 EL0734  COUNTRY     -  US
 EL0734  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0734
 EL0734                         *CURRENT SURVEY CONTROL
 EL0734  ______________________________________________________________________
 EL0734* NAD 83(1993) POSITION- 34 00 42.54927(N) 096 02 03.97131(W)   ADJUSTED
 EL0734* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 EL0734  ______________________________________________________________________
 EL0734  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 EL0734  LAPLACE CORR    -         -6.49  (seconds)                    DEFLEC18
 EL0734  HORZ ORDER      -  SECOND
 EL0734
 EL0734.The horizontal coordinates were established by classical geodetic methods
 EL0734.and adjusted by the National Geodetic Survey in November 1994.
 EL0734
 EL0734.The orthometric height was scaled from a topographic map.
 EL0734
 EL0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0734.GEOID18 height accuracy estimate available here.
 EL0734
 EL0734.Click photographs - Photos may exist for this station.
 EL0734
 EL0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0734
 EL0734. The following values were computed from the NAD 83(1993) position.
 EL0734
 EL0734;                    North         East     Units Scale Factor Converg.
 EL0734;SPC OK S     -    77,027.989   781,548.905   MT  0.99998550   +1 06 56.5
 EL0734;SPC OK S     -   252,715.99  2,564,131.70   sFT  0.99998550   +1 06 56.5
 EL0734;UTM  14      - 3,767,433.164   773,871.546   MT  1.00052472   +1 39 35.5
 EL0734;UTM  15      - 3,767,619.688   219,765.780   MT  1.00056819   -1 41 54.5
 EL0734
 EL0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0734!SPC OK S     -   0.99997227  x   0.99998550  =   0.99995777
 EL0734!UTM  14      -   0.99997227  x   1.00052472  =   1.00049698
 EL0734!UTM  15      -   0.99997227  x   1.00056819  =   1.00054045
 EL0734
 EL0734:                Primary Azimuth Mark                     Grid Az
 EL0734:SPC OK S     -  BENNINGTON AZ MK                         346 27 17.6
 EL0734:UTM  14      -  BENNINGTON AZ MK                         345 54 38.6
 EL0734:UTM  15      -  BENNINGTON AZ MK                         349 16 08.6
 EL0734
 EL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7387167433(NAD 83)
 EL0734
 EL0734|---------------------------------------------------------------------|
 EL0734| PID    Reference Object                     Distance      Geod. Az  |
 EL0734|                                                           dddmmss.s |
 EL0734| CX9713 BENNINGTON RM 1                      14.433 METERS 18130     |
 EL0734| EL0735 BENNINGTON MUNICIPAL TANK           APPROX. 1.0 KM 2055315.0 |
 EL0734| EL0739 BOKCHITO MUNICIPAL TANK             APPROX.10.1 KM 2732201.6 |
 EL0734| CX9714 BENNINGTON RM 2                      14.989 METERS 27402     |
 EL0734| CX9712 BENNINGTON AZ MK                                   3473414.1 |
 EL0734|---------------------------------------------------------------------|
 EL0734
 EL0734                          SUPERSEDED SURVEY CONTROL
 EL0734
 EL0734  NAD 83(1986)-  34 00 42.55500(N)    096 02 03.96327(W) AD(       ) 2
 EL0734  NAD 27      -  34 00 42.19880(N)    096 02 03.04560(W) AD(       ) 2
 EL0734
 EL0734.Superseded values are not recommended for survey control.
 EL0734
 EL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0734.See file dsdata.pdf to determine how the superseded data were derived.
 EL0734
 EL0734_MARKER: DS = TRIANGULATION STATION DISK
 EL0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0734_STAMPING: BENNINGTON 1955
 EL0734_MARK LOGO: CGS
 EL0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0734+STABILITY: SURFACE MOTION
 EL0734
 EL0734  HISTORY     - Date     Condition        Report By
 EL0734  HISTORY     - 1955     MONUMENTED       CGS
 EL0734  HISTORY     - 1979     MARK NOT FOUND   MJH
 EL0734
 EL0734                          STATION DESCRIPTION
 EL0734
 EL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0734'STATION IS LOCATED, ARILINE, ABOUT 0.8 MILE NORTH NORTHEAST
 EL0734'OF THE BUSINESS CENTER OF BENNINGTON, 0.2 MILE EAST OF U.S.
 EL0734'HIGHWAY 70 AND ON THE CREST OF A RISE ALONG THE NORTH SIDE
 EL0734'OF AN EAST-WEST DIRT ROAD.
 EL0734'
 EL0734'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 EL0734'IN BENNINGTON, GO NORTH ON A PAVED ROAD FOR 0.8 MILE TO A
 EL0734'DIRT CROSS ROAD THAT CROSSES U.S. HIGHWAY 70 AT THIS POINT.
 EL0734'TURN RIGHT, EAST, ON THE DIRT ROAD AND GO 0.2 MILE TO THE
 EL0734'CREST OF THE RISE AND THE STATION ON THE LEFT SIDE OF THE ROAD.
 EL0734'
 EL0734'STATION MARK, STAMPED BENNINGTON 1955, IS A STANDARD DISK SET
 EL0734'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0734'4 INCHES.  IT IS 27.0 FEET NORTH OF THE CENTERLINE OF THE
 EL0734'ROAD, 9.0 FEET WEST OF A WITNESS POST AND ON THE EAST SIDE
 EL0734'OF A DIM LANE LEADING NORTH FROM THE MAIN ROAD.
 EL0734'
 EL0734'REFERENCE MARK NUMBER 1, STAMPED BENNINGTON NO 1 1955, IS
 EL0734'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 EL0734'POST THAT PROJECTS 4 INCHES AND IS AT ABOUT THE SAME ELEVATION
 EL0734'AS THE STATION.  IT IS 25.0 FEET SOUTH OF THE CENTERLINE OF
 EL0734'THE ROAD AND 2.0 FEET SOUTH OF A WIRE FENCE.
 EL0734'
 EL0734'REFERENCE MARK NUMBER 2, STAMPED BENNINGTON NO 2 1955, IS
 EL0734'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET
 EL0734'SQUARE AND PROJECTING 15 INCHES.  IT IS 12 INCHES HIGHER THAN
 EL0734'THE STATION, 28.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 EL0734'AND 18.0 FEET EAST OF A POWER LINE POLE.
 EL0734'
 EL0734'AZIMUTH MARK, STAMPED BENNINGTON 1955, IS A STANDARD DISK SET
 EL0734'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0734'2 INCHES.  TO REACH FROM THE STATION, GO WEST FOR 0.2 MILE,
 EL0734'TURN RIGHT ON U.S. HIGHWAY 70 AND GO 0.3 MILE TO THE AZIMUTH
 EL0734'MARK ON THE LEFT SIDE OF THE ROAD.  IT IS 63.0 FEET NORTHWEST
 EL0734'OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTHEAST OF A
 EL0734'FENCE LINE AND 2.0 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 EL0734'MARKER.
 EL0734'
 EL0734'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0734
 EL0734                          STATION RECOVERY (1979)
 EL0734
 EL0734'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 EL0734'R.M. 1 DIDNT TRY TO RECOVER.
 EL0734'
 EL0734'R.M. 2 DIDNT TRY TO RECOVER.
 EL0734'
 EL0734'AZ. MK. RECOVERED GOOD.
 EL0734'
 EL0734'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE NORTHEAST OF
 EL0734'BENNINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0735 ***********************************************************************
 EL0735  DESIGNATION -  BENNINGTON MUNICIPAL TANK
 EL0735  PID         -  EL0735
 EL0735  STATE/COUNTY-  OK/BRYAN
 EL0735  COUNTRY     -  US
 EL0735  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0735
 EL0735                         *CURRENT SURVEY CONTROL
 EL0735  ______________________________________________________________________
 EL0735* NAD 83(1993) POSITION- 34 00 13.68962(N) 096 02 20.78795(W)   ADJUSTED
 EL0735  ______________________________________________________________________
 EL0735  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 EL0735  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 EL0735  HORZ ORDER      -  THIRD
 EL0735
 EL0735.The horizontal coordinates were established by classical geodetic methods
 EL0735.and adjusted by the National Geodetic Survey in November 1994.
 EL0735
 EL0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0735.GEOID18 height accuracy estimate available here.
 EL0735
 EL0735.Click photographs - Photos may exist for this station.
 EL0735
 EL0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0735
 EL0735. The following values were computed from the NAD 83(1993) position.
 EL0735
 EL0735;                    North         East     Units Scale Factor Converg.
 EL0735;SPC OK S     -    76,130.559   781,134.770   MT  0.99998689   +1 06 46.9
 EL0735;SPC OK S     -   249,771.68  2,562,772.99   sFT  0.99998689   +1 06 46.9
 EL0735;UTM  14      - 3,766,531.359   773,465.732   MT  1.00052198   +1 39 24.8
 EL0735;UTM  15      - 3,766,743.160   219,307.819   MT  1.00057136   -1 42 02.6
 EL0735
 EL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7346566531(NAD 83)
 EL0735
 EL0735                          SUPERSEDED SURVEY CONTROL
 EL0735
 EL0735  NAD 83(1986)-  34 00 13.69554(N)    096 02 20.77953(W) AD(       ) 3
 EL0735  NAD 27      -  34 00 13.35600(N)    096 02 19.85300(W) AD(       ) 3
 EL0735
 EL0735.Superseded values are not recommended for survey control.
 EL0735
 EL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0735.See file dsdata.pdf to determine how the superseded data were derived.
 EL0735
 EL0735_MARKER: 53 = ELEVATED TANK
 EL0735
 EL0735  HISTORY     - Date     Condition        Report By
 EL0735  HISTORY     - 1935     FIRST OBSERVED   CGS
 EL0735  HISTORY     - 1955     GOOD             CGS
 EL0735
 EL0735                          STATION DESCRIPTION
 EL0735
 EL0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EL0735'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF BENNINGTON,
 EL0735'OKLAHOMA.  IT IS LOCATED IN THE NORTHERN PART OF THE TOWN,
 EL0735'ABOUT 420 FEET W OF NORTH PERRY STREET (U.S. HIGHWAY 70),
 EL0735'ABOUT 65 FEET N OF THE CENTER LINE OF FORGASON STREET, AND
 EL0735'ABOUT 118 FEET W OF THE NW CORNER OF THE FIRST PRESBYTERIAN
 EL0735'CHURCH, IN SW 1/4 SEC. 27, T 6 S, R 12 E.  THE TANK WAS ERECTED
 EL0735'IN 1912 AND IS FAIRLY PROMINENT.
 EL0735'
 EL0735'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 80 FEET HIGH.  THE
 EL0735'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET, FROM THE CENTER
 EL0735'OF WHICH A FEED PIPE EXTENDS TO THE GROUND.  THE VERTICAL
 EL0735'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 EL0735'AROUND ITS BASE.  THE FLAT CONICAL TOP IS ABOUT 4 FEET HIGH
 EL0735'AND HAS NO BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125
 EL0735'FEET.
 EL0735
 EL0735                          STATION RECOVERY (1955)
 EL0735
 EL0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0735'STATION IS LOCATED IN BENNINGOTON ABOUT 0.8 MILE SOUTH OF U.S.
 EL0735'HIGHWAY 70.  IT IS A METAL WATER TANK PAINTED SILVER THAT IS
 EL0735'ABOUT 80 FEET IN HEIGHT AND SUPPORTED BY FOUR STRUCTURAL
 EL0735'LEGS.  THE CENTER OF THE TOP WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0733 ***********************************************************************
 EL0733  DESIGNATION -  BENTLEY
 EL0733  PID         -  EL0733
 EL0733  STATE/COUNTY-  OK/ATOKA
 EL0733  COUNTRY     -  US
 EL0733  USGS QUAD   -  BENTLEY (2018)
 EL0733
 EL0733                         *CURRENT SURVEY CONTROL
 EL0733  ______________________________________________________________________
 EL0733* NAD 83(1993) POSITION- 34 12 53.91804(N) 096 05 02.00825(W)   ADJUSTED
 EL0733* NAVD 88 ORTHO HEIGHT -   175.8   (meters)      577.    (feet) VERTCON3
 EL0733  ______________________________________________________________________
 EL0733  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 EL0733  LAPLACE CORR    -         -9.21  (seconds)                    DEFLEC18
 EL0733  HORZ ORDER      -  THIRD
 EL0733
 EL0733.The horizontal coordinates were established by classical geodetic methods
 EL0733.and adjusted by the National Geodetic Survey in November 1994.
 EL0733
 EL0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0733
 EL0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0733.GEOID18 height accuracy estimate available here.
 EL0733
 EL0733.Click photographs - Photos may exist for this station.
 EL0733
 EL0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0733
 EL0733. The following values were computed from the NAD 83(1993) position.
 EL0733
 EL0733;                    North         East     Units Scale Factor Converg.
 EL0733;SPC OK S     -    99,470.610   776,553.852   MT  0.99995658   +1 05 15.4
 EL0733;SPC OK S     -   326,346.49  2,547,743.76   sFT  0.99995658   +1 05 15.4
 EL0733;UTM  14      - 3,789,838.955   768,659.017   MT  1.00048981   +1 38 26.6
 EL0733
 EL0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0733!SPC OK S     -   0.99997679  x   0.99995658  =   0.99993337
 EL0733!UTM  14      -   0.99997679  x   1.00048981  =   1.00046658
 EL0733
 EL0733:                Primary Azimuth Mark                     Grid Az
 EL0733:SPC OK S     -  BENTLEY AZ MK                            089 06 03.6
 EL0733:UTM  14      -  BENTLEY AZ MK                            088 32 52.4
 EL0733
 EL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6865989838(NAD 83)
 EL0733
 EL0733|---------------------------------------------------------------------|
 EL0733| PID    Reference Object                     Distance      Geod. Az  |
 EL0733|                                                           dddmmss.s |
 EL0733| CX9716 BENTLEY RM 1                         12.598 METERS 00236     |
 EL0733| CX9715 BENTLEY AZ MK                                      0901119.0 |
 EL0733| CX9717 BENTLEY RM 2                         10.647 METERS 26730     |
 EL0733|---------------------------------------------------------------------|
 EL0733
 EL0733                          SUPERSEDED SURVEY CONTROL
 EL0733
 EL0733  NAD 83(1986)-  34 12 53.92398(N)    096 05 02.00048(W) AD(       ) 3
 EL0733  NAD 27      -  34 12 53.58620(N)    096 05 01.04050(W) AD(       ) 3
 EL0733  NGVD 29 (07/19/86)  175.7    (m)          576.     (f) VERT ANG       
 EL0733
 EL0733.Superseded values are not recommended for survey control.
 EL0733
 EL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0733.See file dsdata.pdf to determine how the superseded data were derived.
 EL0733
 EL0733_MARKER: DS = TRIANGULATION STATION DISK
 EL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0733_STAMPING: BENTLEY 1955
 EL0733_MARK LOGO: CGS
 EL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0733+STABILITY: SURFACE MOTION
 EL0733
 EL0733  HISTORY     - Date     Condition        Report By
 EL0733  HISTORY     - 1955     MONUMENTED       CGS
 EL0733  HISTORY     - 1969     GOOD             CGS
 EL0733
 EL0733                          STATION DESCRIPTION
 EL0733
 EL0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0733'THE STATION IS LOCATED ON THE SOUTH SIDE OF A GRAVELED ROAD
 EL0733'0.3 MILE WEST OF THE VILLAGE OF BENTLEY, ABOUT 22 MILES
 EL0733'AIRLINE NORTHEAST OF DURANT, AND 12 MILES AIRLINE SOUTH-SOUTHEAST
 EL0733'OF ATOKA.
 EL0733'
 EL0733'TO REACH THE STATION FROM THE ATOKA COUNTY COURTHOUSE IN ATOKA
 EL0733'GO EAST AND SOUTHEAST ON STATE HIGHWAY 7 FOR 4.0 MILES TO A
 EL0733'CROSSROAD AND A STORE.  TURN RIGHT AND GO SOUTH 4.8 MILES
 EL0733'TO A CROSSROAD AND A STORE.  KEEP STRAIGHT AHEAD AND GO SOUTH
 EL0733'4.0 MILES TO A FORK AT THE NORTH EDGE OF THE VILLAGE OF BENTLEY.
 EL0733'TAKE THE RIGHT FORK AND GO WEST 0.05 MILE TO THE AZIMUTH
 EL0733'MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO WEST 0.25 MILE
 EL0733'TO A WITNESS POST AND THE STATION ON THE LEFT.
 EL0733'
 EL0733'THE STATION MARK IS A STANDARD DISK STAMPED BENTLEY 1955
 EL0733'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0733'6 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTHEAST OF A
 EL0733'WITNESS POST, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 EL0733'AND 3 FEET NORTH OF A FENCE LINE.
 EL0733'
 EL0733'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BENTLEY
 EL0733'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 EL0733'THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT NORTH OF A FENCE
 EL0733'LINE AND 2 FEET LOWER THAN THE STATION.
 EL0733'
 EL0733'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BENTLEY
 EL0733'NO 2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 EL0733'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET HIGHER
 EL0733'THAN THE STATION.
 EL0733'
 EL0733'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF THE ROAD
 EL0733'LEADING PAST THE STATION AND IS A STANDARD DISK STAMPED
 EL0733'BENTLEY 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 EL0733'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 EL0733'NORTH OF A FENCE LINE, 33 FEET SOUTH OF THE CENTERLINE OF
 EL0733'THE ROAD, AND ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST
 EL0733'CORNER OF A CEMETERY.
 EL0733
 EL0733                          STATION RECOVERY (1969)
 EL0733
 EL0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EL0733'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 EL0733'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 EL0733'WAS FOUND TO BE ADEQUARE FOR RECOVERY EXCEPT FOR ROUTE PROCEEDING
 EL0733'TO THE STATION.
 EL0733'
 EL0733'ROUTE PROCEEDING TO STATION AND ADDITIONAL MEASUREMENTS
 EL0733'FOR FUTURE RECOVERY ARE AS FOLLOWS--
 EL0733'
 EL0733'TO REACH STATION FROM THE COURTHOUSE IN ATOKA, GO EAST AND
 EL0733'SOUTHEAST ON STATE HIGHWAY 7 FOR 3.15 MILES TO A CROSSROAD.
 EL0733'TURN RIGHT, SOUTH, GO 4.95 MILES TO A CROSSROAD AND A CHURCH
 EL0733'ON THE LEFT.  KEEP STRAIGHT AHEAD, SOUTH, GO 3.9 MILES TO
 EL0733'A ROAD FORK.  TAKE RIGHT FORK, GO 0.25 MILE TO A CHURCH
 EL0733'ON THE LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST
 EL0733'ON A DIRT ROAD 0.25 MILE TO STATION ON THE LEFT.
 EL0733'
 EL0733'STATION MARK A STANDARD DISK, STAMPED BENTLEY 1955, IS SET
 EL0733'IN A 10 X 10 CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 EL0733'GROUND.  IT IS 0.25 MILE WEST OF A CEMETERY, 21 FEET SOUTH
 EL0733'THE CENTER LINE OF ROAD, 162 FEET EAST OF THE CENTER OF A
 EL0733'ROAD LEADING SOUTH, 57 FEET EAST OF A POWER LINE POLE WITH
 EL0733'LETTERS BM ON THE NORTH SIDE, 130 FEET WEST OF A LONE OAK
 EL0733'TREE, AND 3 FEET NORTH OF A METAL WITNESS POST AND THE
 EL0733'RIGHT-OF-WAY FENCE.
 EL0733'
 EL0733'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BENTLEY NO 1
 EL0733'1955, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 EL0733'THE SURFACE OF GROUND.  IT IS ACROSS THE ROAD FROM THE STATION,
 EL0733'19 FEET NORTH OF THE CENTER OF ROAD, 165 FEET EAST OF THE
 EL0733'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, AND 2 FEET
 EL0733'NORTH OF THE FENCE.
 EL0733'
 EL0733'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BENTLEY NO 2
 EL0733'1955, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EL0733'2 INCHES ABOVE GROUND.  IT IS 19 FEET SOUTH OF THE CENTER
 EL0733'OF ROAD AND 125 FEET EAST OF THE EXTENDED CENTER OF THE
 EL0733'ROAD LEADING SOUTH.
 EL0733'
 EL0733'AZIMUTH MARK, A STANDARD DISK, STAMPED BENTLEY 1955, IS SET
 EL0733'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3 INCHES
 EL0733'ABOVE GROUND.  IT ABOUT 100 FEET SOUTHWEST OF THE SOUTHWEST
 EL0733'CORNER OF CEMETERY, ABOUT 100 FEET WEST OF CHURCH, 88 FEET
 EL0733'WEST OF A POWER LINE POLE WITH TRANSFORMER, 33 FEET SOUTH
 EL0733'OF THE CENTER LINE OF ROAD, 7 FEET SOUTH OF A TRIPLE-TRUNKED
 EL0733'TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 EL0733'
 EL0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE
 EL0733'WEST OF BENTLEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0957 ***********************************************************************
 EL0957  DESIGNATION -  BENTON
 EL0957  PID         -  EL0957
 EL0957  STATE/COUNTY-  OK/JEFFERSON
 EL0957  COUNTRY     -  US
 EL0957  USGS QUAD   -  RYAN (2019)
 EL0957
 EL0957                         *CURRENT SURVEY CONTROL
 EL0957  ______________________________________________________________________
 EL0957* NAD 83(1993) POSITION- 34 05 35.48432(N) 097 53 15.28085(W)   ADJUSTED
 EL0957* NAVD 88 ORTHO HEIGHT -   299.0   (meters)      981.    (feet) VERTCON3
 EL0957  ______________________________________________________________________
 EL0957  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 EL0957  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 EL0957  HORZ ORDER      -  FIRST
 EL0957
 EL0957.The horizontal coordinates were established by classical geodetic methods
 EL0957.and adjusted by the National Geodetic Survey in November 1994.
 EL0957
 EL0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0957
 EL0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0957.GEOID18 height accuracy estimate available here.
 EL0957
 EL0957.Click photographs - Photos may exist for this station.
 EL0957
 EL0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0957
 EL0957. The following values were computed from the NAD 83(1993) position.
 EL0957
 EL0957;                    North         East     Units Scale Factor Converg.
 EL0957;SPC OK S     -    84,291.848   610,374.437   MT  0.99997242   +0 03 49.7
 EL0957;SPC OK S     -   276,547.50  2,002,536.80   sFT  0.99997242   +0 03 49.7
 EL0957;SPC TXNC     - 2,269,258.893   656,518.428   MT  1.00003775   +0 20 02.4
 EL0957;SPC TXNC     - 7,445,060.22  2,153,927.54   sFT  1.00003775   +0 20 02.4
 EL0957;UTM  14      - 3,773,047.243   602,619.857   MT  0.99972981   +0 37 25.0
 EL0957
 EL0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0957!SPC OK S     -   0.99995711  x   0.99997242  =   0.99992953
 EL0957!SPC TXNC     -   0.99995711  x   1.00003775  =   0.99999486
 EL0957!UTM  14      -   0.99995711  x   0.99972981  =   0.99968693
 EL0957
 EL0957:                Primary Azimuth Mark                     Grid Az
 EL0957:SPC OK S     -  BENTON AZ MK                             216 30 24.0
 EL0957:SPC TXNC     -  BENTON AZ MK                             216 14 11.3
 EL0957:UTM  14      -  BENTON AZ MK                             215 56 48.7
 EL0957
 EL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0261973047(NAD 83)
 EL0957
 EL0957|---------------------------------------------------------------------|
 EL0957| PID    Reference Object                     Distance      Geod. Az  |
 EL0957|                                                           dddmmss.s |
 EL0957| CX9719 BENTON RM 1                          23.097 METERS 05324     |
 EL0957| EL0941 RINGLING MUNICIPAL TANK             APPROX.28.6 KM 0702524.8 |
 EL0957| CX9720 BENTON RM 2                         124.782 METERS 07519     |
 EL0957| EL0958 T5S R7W SEC 25 CENTER 1902          123.930 METERS 10208     |
 EL0957| EL0951 HOUSE N GABLE E OF STA GRADY        APPROX.25.4 KM 1113359.9 |
 EL0957| CX9718 BENTON AZ MK                                       2163413.7 |
 EL0957| EL0959 RYAN MUNICIPAL TANK                 APPROX. 9.4 KM 2171722.7 |
 EL0957| EL0960 BENTON RM A                          24.759 METERS 27323     |
 EL0957| EL0964 WAURIKA NEW CITY WATER TANK         APPROX.12.9 KM 3071615.9 |
 EL0957|---------------------------------------------------------------------|
 EL0957
 EL0957                          SUPERSEDED SURVEY CONTROL
 EL0957
 EL0957  NAD 83(1986)-  34 05 35.48751(N)    097 53 15.26889(W) AD(       ) 1
 EL0957  NAD 27      -  34 05 35.14360(N)    097 53 14.15040(W) AD(       ) 1
 EL0957  USSD        -  34 05 35.06500(N)    097 53 14.57700(W) AD(       ) 3
 EL0957  NGVD 29 (07/19/86)  298.9    (m)          981.     (f) VERT ANG       
 EL0957
 EL0957.Superseded values are not recommended for survey control.
 EL0957
 EL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0957.See file dsdata.pdf to determine how the superseded data were derived.
 EL0957
 EL0957_MARKER: DS = TRIANGULATION STATION DISK
 EL0957_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EL0957_STAMPING: BENTON 1902
 EL0957_MARK LOGO: CGS
 EL0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0957
 EL0957  HISTORY     - Date     Condition        Report By
 EL0957  HISTORY     - 1902     MONUMENTED       CGS
 EL0957  HISTORY     - 1934     GOOD             CGS
 EL0957  HISTORY     - 1937     GOOD             OKDH
 EL0957  HISTORY     - 1947     GOOD             CGS
 EL0957  HISTORY     - 1955     GOOD             CGS
 EL0957  HISTORY     - 1963     GOOD             CGS
 EL0957  HISTORY     - 1968     GOOD             CGS
 EL0957  HISTORY     - 1973     GOOD             OKDH
 EL0957  HISTORY     - 1984     GOOD             OKDH
 EL0957
 EL0957                          STATION DESCRIPTION
 EL0957
 EL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EL0957'ABOUT 5 MILES EAST AND 1 MILE NORTH OF SUGDEN, IN SEC. 25,
 EL0957'T. 5 S., R. 7 W., AT THE HIGHEST POINT OF A RIDGE RUNNING
 EL0957'NORTH AND SOUTH ON LAND BELONGING (IN 1923) TO MR. W.A. PADDOCK.
 EL0957'THE STONE MARKING CENTER OF SECTION IS 123.93 METERS (406.6
 EL0957'FEET) FROM STATION S 77 DEG 52 MIN 17 SEC E.  SURFACE
 EL0957'MARK IS A STANDARD DISK STATION MARK IN TOP OF TILE.
 EL0957'DISK IS STAMPED BENTON 1902.  UNDERGROUND MARK IS A BOTTLE
 EL0957'SET IN CONCRETE, TOP OF BOTTLE BEING 2-1/2 FEET BELOW SURFACE.
 EL0957'REFERENCE MARK (1902) IS A STONE, 9-BY 11-BY 21-INCHES, SET
 EL0957'IN CONCRETE IN THE SOUTHWEST CORNER OF JACKSONS YARD, THE
 EL0957'CENTER MARK BEING A CROSS CUT IN STONE, 23.10 METERS (75.8
 EL0957'FEET) FROM THE STATION.  IN 1923 AN
 EL0957'ADDITIONAL REFERENCE MARK NO. 2 WAS SET, CONSISTING OF A
 EL0957'STANDARD REFERENCE DISK SET IN THE FENCE LINE NEAR THE
 EL0957'STONE MARKING CENTER OF SECTION.  IT IS 125.43 METERS
 EL0957'(411.5 FEET) FROM THE STATION AND N S 104 40 33 W.
 EL0957
 EL0957                          STATION RECOVERY (1934)
 EL0957
 EL0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0957'STATION IS IN GOOD CONDITION.  THE MARK PROJECTS ABOUT 10
 EL0957'INCHES ABOVE THE SURFACE.  REFERENCE MARK NO. 1 IN JACKSONS
 EL0957'YARD WAS NOT RECOVERED.  REFERENCE MARK NO. 2 IS ABOUT 63
 EL0957'YARDS NORTH IN FENCE LINE FROM QUARTER-CORNER ROCK AT CENTER
 EL0957'OF SECTION, IN GOOD CONDITION.  THE STONE AT CENTER OF SECTION
 EL0957'25, T. 5 S., R. 7 W., IS GOOD.
 EL0957'
 EL0957'TO REACH THE STATION FROM WAURIKA GO ABOUT 8 MILES EAST ON
 EL0957'U.S. HIGHWAY 70, THEN 5 MILES SOUTH TO HOME OF W.A. PADDOCK
 EL0957'AND ABOUT ONE MILE EAST IN HIS PASTURE, WHERE THE STATION
 EL0957'IS LOCATED.
 EL0957
 EL0957                          STATION RECOVERY (1937)
 EL0957
 EL0957'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EL0957'C.H. RIGHTMIRE, MANAGER-ROAD INVENTORY, STATE HIGHWAY PLANNING
 EL0957'SURVEY, SUBMITS THE FOLLOWING--STATION WAS RECOVERED IN
 EL0957'GOOD CONDITION.  THE STATION IS 411 FEET NORTHWEST OF THE
 EL0957'STONE FOR CENTER OF SECTION.  THE REFERENCE MARK IS 406 FEET
 EL0957'EAST OF THE STATION AND 180 FEET NORTH OF THE STONE FOR
 EL0957'THE CENTER OF SECTION.
 EL0957
 EL0957                          STATION RECOVERY (1947)
 EL0957
 EL0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 EL0957'STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 EL0957'FOLLOWS--
 EL0957'
 EL0957'STATION IS ON A BARE HILL IN A PASTURE, NEAR THE CENTER OF
 EL0957'SEC. 25, T. 5 S., R. 7 W., ON THE OLD W.A. PADDOCK PROPERTY,
 EL0957'AND ABOUT 1 MILE E OF THE HOUSE, A PROMINENT WHITE HOUSE.
 EL0957'IT IS ABOUT 5 MILES E OF SUGDEN AND 6 MILES SE OF WAURIKA.
 EL0957'
 EL0957'THE UNDERGROUND MARK IS DESCRIBED AS A BOTTLE SET IN CONCRETE,
 EL0957'THE TOP BEING 2-1/2 FEET BELOW THE SURFACE.  THE SURFACE MARK
 EL0957'IS A BRONZE DISK, STAMPED BENTON 1902, SET IN A CONCRETE-FILLED
 EL0957'TERRACOTTA PIPE 4 INCHES IN DIAMETER AND SURROUNDED WITH
 EL0957'A CONCRETE MONUMENT ABOUT 20 INCHES IN DIAMETER AND PROJECTING
 EL0957'ABOUT 10 INCHES.
 EL0957'
 EL0957'THE REFERENCE MARK SET IN 1902 AND SINCE REPORTED AS LOST
 EL0957'WAS RECOVERED IN GOOD CONDITION.  IT IS A CROSS CUT IN THE
 EL0957'TOP OF A STONE ABOUT 9 BY 11 INCHES, SET IN AND SURROUNDED
 EL0957'WITH CONCRETE, ABOUT 14 INCHES IN DIAMETER, FLUSH WITH THE
 EL0957'SURFACE.  IT IS 23.10 METERS (75.8 FEET) FROM THE STATION.
 EL0957'
 EL0957'REFERENCE MARK 2 IS A BRONZE DISK, STAMPED BENTON 1902,
 EL0957'SET IN 1923.  IT IS SET IN A CONCRETE BLOCK, ABOUT 14 INCHES.
 EL0957'IT IS IN THE N-S FENCE LINE, 125.43 METERS (411.5 FEET) FROM
 EL0957'THE STATION.  THE STONE
 EL0957'MARKING THE CENTER OF THE SECTION IS IN THE FENCE LINE,
 EL0957'07 MIN 43 SEC.
 EL0957'
 EL0957'TO REACH STATION FROM WAURIKA, GO S ON HIGHWAY 81 FROM THE
 EL0957'JUNCTION WITH HIGHWAY 70 FOR 5.5 MILES TO THE ROAD LEADING
 EL0957'W TO SUGDEN.  TURN LEFT HERE AND GO E ON A GRADED ROAD 3.8
 EL0957'MILES.  TURN LEFT AND GO N ON A TRACK ROAD ALONG THE SECTION
 EL0957'LINE 0.5 MILE.  THEN TURN RIGHT AND GO E CROSS COUNTRY FOR
 EL0957'0.5 MILE TO THE STATION.
 EL0957
 EL0957                          STATION RECOVERY (1955)
 EL0957
 EL0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0957'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EL0957'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 EL0957'AZIMUTH MARK WAS ESTABLISHED.
 EL0957'
 EL0957'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 EL0957'
 EL0957'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH AND 3.5 MILES
 EL0957'EAST OF RYAN AND ABOUT 4.5 MILES SOUTH OF U.S. HIGHWAY 70
 EL0957'ON THE HIGHEST POINT OF A PROMINENT GRASS COVERED HILL, 405
 EL0957'FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD
 EL0957'DISK CEMENTED IN A TILE SET IN THE TOP OF AN 18 INCH SQUARE
 EL0957'CONCRETE POST PROJECTING 8 INCHES AND IS STAMPED BENTON 1902.
 EL0957'
 EL0957'REFERENCE MARK NO. 1 IS A CROSS CHISELED IN A SMALL ROCK THAT
 EL0957'IS SET IN A MASS OF CONCRETE PROJECTING 1 INCH.
 EL0957'
 EL0957'REFERENCE MARK NO. 2 IS SET IN THE NORTH-SOUTH FENCE LINE.
 EL0957'IT IS STAMPED BENTON 1902 1923 AND PROJECTS 3 INCHES.
 EL0957'
 EL0957'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A PASTURE, 30 FEET
 EL0957'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 2 FEET EAST
 EL0957'OF THE EAST END OF A WIRE GATE, 2 FEET NORTH OF A WITNESS
 EL0957'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 EL0957'STAMPED BENTON 1902 1955 AND PROJECTS 2 INCHES.
 EL0957'
 EL0957'TO REACH THE STATION FROM THE POST OFFICE IN RYAN, GO EAST
 EL0957'FOR 1 BLOCK, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 81 FOR
 EL0957'4.4 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON DIRT
 EL0957'ROAD FOR 3.6 MILES TO A T ROAD LEFT.  CONTINUE EAST FOR 0.05
 EL0957'MILE TO A GATE ON LEFT AND AZIMUTH MARK AS DESCRIBED, TURN
 EL0957'LEFT THROUGH GATE AND GO NORTH-NORTHEAST ACROSS PASTURE
 EL0957'FOR 0.6 MILE TO THE HIGHEST POINT OF HILL AND STATION AS
 EL0957'DESCRIBED.
 EL0957
 EL0957                          STATION RECOVERY (1963)
 EL0957
 EL0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0957'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 EL0957'IN 1955 AND FOUND IN GOOD CONDITION.
 EL0957'
 EL0957'THE 1955 DESCRIPTION TO REACH IS ADEQUATE EXCEPT THE T ROAD
 EL0957'LEFT 0.05 MILE WEST OF THE AZIMUTH MARK IS BLOCKED BY A GATE.
 EL0957
 EL0957                          STATION RECOVERY (1968)
 EL0957
 EL0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0957'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2
 EL0957'WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1955
 EL0957'DESCRIPTION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE
 EL0957'MARKS AND WERE FOUND CORRECT.
 EL0957'
 EL0957'A NEW ROUTE TO THE STATION FOLLOWS--TO REACH THE STATION FROM THE
 EL0957'JUNCTION OF US HIGHWAYS 81 AND 70, THAT IS ABOUT 1 MILE SOUTHEAST
 EL0957'OF WAURIKA.  GO SOUTH ON US HIGHWAY 81 FOR 5.1 MILES TO A CROSSROAD
 EL0957'AND A SIGN ON THE RIGHT SUGDEN.  TURN LEFT AND GO EAST ON A GRADED
 EL0957'ROAD FOR 3.6 MILES TO A WIRE GATE ON THE LEFT, AND AZIMUTH MARK
 EL0957'AT THE EAST OF GATE POST.  PASS THRU GATE AND GO NORTHERLY ON
 EL0957'TRACK ROAD FOR 0.5 MILE TO A STACK PEN ON THE LEFT AND A TRACK
 EL0957'ROAD TO THE RIGHT.  TURN RIGHT AND GO EASTERLY FOLLOWING TRACK ROAD
 EL0957'FOR 0.45 MILE TO THE STATION.
 EL0957
 EL0957                          STATION RECOVERY (1973)
 EL0957
 EL0957'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1973 (BEG)
 EL0957'BENTON, 1902 MONUMENT WAS RECOVERED IN GOOD CONDITION.
 EL0957'
 EL0957'WITNESS POST WAS SET 5 FEET SOUTH OF MONUMENT WITH U.S.C. AND G.S.
 EL0957'SIGN ATTACHED.
 EL0957
 EL0957                          STATION RECOVERY (1984)
 EL0957
 EL0957'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1984 (BEG)
 EL0957'BENTON 1902 RECOVERED GOOD.
 EL0957'
 EL0957'AZIMUTH MARK IN PLACE, GOOD CONDITION.
 EL0957'
 EL0957'REFERENCE MARK NO. 1, IN PLACE GOOD CONDITION.
 EL0957'
 EL0957'REFERENCE MARK NO. 2 IN PLACE, GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0960 ***********************************************************************
 EL0960  DESIGNATION -  BENTON RM A
 EL0960  PID         -  EL0960
 EL0960  STATE/COUNTY-  OK/JEFFERSON
 EL0960  COUNTRY     -  US
 EL0960  USGS QUAD   -  RYAN (2019)
 EL0960
 EL0960                         *CURRENT SURVEY CONTROL
 EL0960  ______________________________________________________________________
 EL0960* NAD 83(1993) POSITION- 34 05 35.53181(N) 097 53 16.24502(W)   ADJUSTED
 EL0960* NAVD 88 ORTHO HEIGHT -   298.2   (meters)      978.    (feet) VERTCON3
 EL0960  ______________________________________________________________________
 EL0960  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 EL0960  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 EL0960  HORZ ORDER      -  FIRST
 EL0960
 EL0960.The horizontal coordinates were established by classical geodetic methods
 EL0960.and adjusted by the National Geodetic Survey in November 1994.
 EL0960
 EL0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0960
 EL0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0960.GEOID18 height accuracy estimate available here.
 EL0960
 EL0960.Click photographs - Photos may exist for this station.
 EL0960
 EL0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0960
 EL0960. The following values were computed from the NAD 83(1993) position.
 EL0960
 EL0960;                    North         East     Units Scale Factor Converg.
 EL0960;SPC OK S     -    84,293.283   610,349.721   MT  0.99997242   +0 03 49.2
 EL0960;SPC OK S     -   276,552.21  2,002,455.71   sFT  0.99997242   +0 03 49.2
 EL0960;SPC TXNC     - 2,269,260.212   656,493.703   MT  1.00003775   +0 20 01.9
 EL0960;SPC TXNC     - 7,445,064.55  2,153,846.42   sFT  1.00003775   +0 20 01.9
 EL0960;UTM  14      - 3,773,048.437   602,595.133   MT  0.99972975   +0 37 24.5
 EL0960
 EL0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0960!SPC OK S     -   0.99995723  x   0.99997242  =   0.99992965
 EL0960!SPC TXNC     -   0.99995723  x   1.00003775  =   0.99999498
 EL0960!UTM  14      -   0.99995723  x   0.99972975  =   0.99968699
 EL0960
 EL0960:                Primary Azimuth Mark                     Grid Az
 EL0960:SPC OK S     -  MONUMENT RESET                           351 09 46.5
 EL0960:SPC TXNC     -  MONUMENT RESET                           350 53 33.8
 EL0960:UTM  14      -  MONUMENT RESET                           350 36 11.2
 EL0960
 EL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0259573048(NAD 83)
 EL0960
 EL0960|---------------------------------------------------------------------|
 EL0960| PID    Reference Object                     Distance      Geod. Az  |
 EL0960|                                                           dddmmss.s |
 EL0960| EL0941 RINGLING MUNICIPAL TANK             APPROX.28.6 KM 0702634.0 |
 EL0960| EL0957 BENTON                               24.759 METERS 09323     |
 EL0960| EL0959 RYAN MUNICIPAL TANK                 APPROX. 9.4 KM 2170951.4 |
 EL0960| EL0964 WAURIKA NEW CITY WATER TANK         APPROX.12.8 KM 3071957.2 |
 EL0960| EL0961 MONUMENT RESET                      APPROX.16.5 KM 3511335.7 |
 EL0960|---------------------------------------------------------------------|
 EL0960
 EL0960                          SUPERSEDED SURVEY CONTROL
 EL0960
 EL0960  NAD 83(1986)-  34 05 35.53499(N)    097 53 16.23308(W) AD(       ) 1
 EL0960  NAD 27      -  34 05 35.19110(N)    097 53 15.11454(W) AD(       ) 1
 EL0960  NGVD 29 (07/19/86)  298.1    (m)          978.     (f) VERT ANG       
 EL0960
 EL0960.Superseded values are not recommended for survey control.
 EL0960
 EL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0960.See file dsdata.pdf to determine how the superseded data were derived.
 EL0960
 EL0960_MARKER: DS = TRIANGULATION STATION DISK
 EL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0960_STAMPING: BENTON RM A 1968
 EL0960_MARK LOGO: CGS
 EL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0960+STABILITY: SURFACE MOTION
 EL0960
 EL0960  HISTORY     - Date     Condition        Report By
 EL0960  HISTORY     - 1968     MONUMENTED       CGS
 EL0960
 EL0960                          STATION DESCRIPTION
 EL0960
 EL0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0960'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 EL0960'PROPERTY AS TRIANGULATION STATION BENTON 1902.
 EL0960'
 EL0960'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK.  THE
 EL0960'DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 EL0960'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 EL0960'DISK IS STAMPED BENTON RM A 1968.  DUE TO BEING IN
 EL0960'PASTURE, NO NEARBY OBJECTS COULD BE MEASURED TO.
 EL0960'
 EL0960'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BENTON,
 EL0960'DISTANCE BEING 24.759 METERS OR 81.23 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0552 ***********************************************************************
 FK0552  DESIGNATION -  BESSIE
 FK0552  PID         -  FK0552
 FK0552  STATE/COUNTY-  OK/WASHITA
 FK0552  COUNTRY     -  US
 FK0552  USGS QUAD   -  BESSIE (2018)
 FK0552
 FK0552                         *CURRENT SURVEY CONTROL
 FK0552  ______________________________________________________________________
 FK0552* NAD 83(1993) POSITION- 35 26 43.10527(N) 098 59 19.53856(W)   ADJUSTED
 FK0552* NAVD 88 ORTHO HEIGHT -   532.77  (+/-2cm)     1747.9   (feet) VERTCON3
 FK0552  ______________________________________________________________________
 FK0552  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 FK0552  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 FK0552  HORZ ORDER      -  FIRST
 FK0552  VERT ORDER      -  THIRD ? (See Below)
 FK0552
 FK0552.The horizontal coordinates were established by classical geodetic methods
 FK0552.and adjusted by the National Geodetic Survey in November 1994.
 FK0552
 FK0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0552
 FK0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0552.GEOID18 height accuracy estimate available here.
 FK0552
 FK0552.The vertical order pertains to the NGVD 29 superseded value.
 FK0552
 FK0552.Click photographs - Photos may exist for this station.
 FK0552
 FK0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0552
 FK0552. The following values were computed from the NAD 83(1993) position.
 FK0552
 FK0552;                    North         East     Units Scale Factor Converg.
 FK0552;SPC OK S     -   234,719.352   510,226.630   MT  1.00004877   -0 33 40.5
 FK0552;SPC OK S     -   770,075.07  1,673,968.54   sFT  1.00004877   -0 33 40.5
 FK0552;UTM  14      - 3,922,427.796   501,020.016   MT  0.99960001   +0 00 23.5
 FK0552
 FK0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0552!SPC OK S     -   0.99992065  x   1.00004877  =   0.99996941
 FK0552!UTM  14      -   0.99992065  x   0.99960001  =   0.99952069
 FK0552
 FK0552:                Primary Azimuth Mark                     Grid Az
 FK0552:SPC OK S     -  BESSIE AZ MK                             018 50 56.2
 FK0552:UTM  14      -  BESSIE AZ MK                             018 16 52.2
 FK0552
 FK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0102022427(NAD 83)
 FK0552
 FK0552|---------------------------------------------------------------------|
 FK0552| PID    Reference Object                     Distance      Geod. Az  |
 FK0552|                                                           dddmmss.s |
 FK0552| FK0556 ARAPAHOE TANK                       APPROX.14.9 KM 0074247.0 |
 FK0552| CK8945 BESSIE AZ MK                                       0181715.7 |
 FK0552| FK0558 CLINTON C B R AND H GROC TANK       APPROX. 8.1 KM 0181931.0 |
 FK0552| CK8946 BESSIE RM 1                          52.100 METERS 21951     |
 FK0552| CK8947 BESSIE RM 2                          33.495 METERS 28406     |
 FK0552|---------------------------------------------------------------------|
 FK0552
 FK0552                          SUPERSEDED SURVEY CONTROL
 FK0552
 FK0552  NAD 83(1986)-  35 26 43.11420(N)    098 59 19.52806(W) AD(       ) 1
 FK0552  NAD 27      -  35 26 42.93940(N)    098 59 18.22479(W) AD(       ) 1
 FK0552  NGVD 29 (07/19/86)  532.55   (m)         1747.2    (f) LEVELING    3  
 FK0552
 FK0552.Superseded values are not recommended for survey control.
 FK0552
 FK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0552.See file dsdata.pdf to determine how the superseded data were derived.
 FK0552
 FK0552_MARKER: DS = TRIANGULATION STATION DISK
 FK0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0552_STAMPING: BESSIE 1935
 FK0552_MARK LOGO: CGS
 FK0552_PROJECTION: PROJECTING 8 CENTIMETERS
 FK0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0552+STABILITY: SURFACE MOTION
 FK0552
 FK0552  HISTORY     - Date     Condition        Report By
 FK0552  HISTORY     - 1935     MONUMENTED       CGS
 FK0552  HISTORY     - 1960     GOOD             CGS
 FK0552  HISTORY     - 1969     GOOD             CGS
 FK0552  HISTORY     - 1970     GOOD             LOCENG
 FK0552  HISTORY     - 1985     GOOD             DMA
 FK0552
 FK0552                          STATION DESCRIPTION
 FK0552
 FK0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0552'STATION IS LOCATED 5 MILES SOUTH OF CLINTON AND 4 MILES
 FK0552'NORTH OF BESSIE, NEAR THE CENTER OF SEC. 10, T. 11 N., R.
 FK0552'17 W., 108 FEET EAST OF A NORTH-AND-SOUTH FENCE AND 630
 FK0552'FEET NORTH OF AN EAST-AND-WEST FENCE, ON THE HIGHEST GROUND
 FK0552'IN THE VICINITY, EXCEPT FOR A RANGE 1/2 MILE TO THE WEST
 FK0552'OF THE SAME ELEVATION.  MARK PROJECTS 3 INCHES AND SET.
 FK0552'
 FK0552'TO REACH THE STATION FROM CLINTON, GO SOUTH ON STATE HIGHWAY
 FK0552'14 FOR 5 MILES TO CROSSROADS, TURN RIGHT (WEST) AND GO 0.5
 FK0552'MILE TO GATE ON LEFT.  GO THROUGH GATE AND PROCEED 0.45
 FK0552'MILE SOUTHWEST TO HIGHEST GROUND AND STATION.  MR. JOHN
 FK0552'BAMGART IS THE OWNER.
 FK0552'
 FK0552'AZIMUTH MARK IS 2.2 MILES NORTH-NORTHEAST OF STATION, 55
 FK0552'FEET EAST OF THE CENTERLINE OF HIGHWAY IN FENCE LINE, 0.35
 FK0552'MILE NORTH OF WHERE STATE HIGHWAY 14 TURNS WEST AND GOES
 FK0552'THROUGH UNDERPASS.  MARK PROJECTS 6 INCHES ABOVE
 FK0552'GROUND.  TO REACH FROM STATION, GO 0.45 MILE NORTHEAST TO
 FK0552'GATE.  PASS THROUGH GATE AND GO 0.5 MILE EAST TO HIGHWAY.
 FK0552'TURN LEFT AND GO 1.8 MILES STRAIGHT NORTH OF A CURVE TO
 FK0552'THE EAST AND TO MARK ON RIGHT SIDE OF ROAD.
 FK0552'
 FK0552'REFERENCE MARKS NOS. 1 AND 2 ARE SET.
 FK0552'
 FK0552'REFERENCE MARK NO. 1 IS 170.94 FEET SOUTHWEST OF STATION
 FK0552'IN FENCE LINE, 500 FEET NORTH OF AN EAST-AND-WEST FENCE,
 FK0552'AND PROJECTS 8 INCHES ABOVE GROUND.
 FK0552'
 FK0552'REFERENCE MARK NO. 2 IS 109.90 FEET WEST OF STATION IN FENCE
 FK0552'LINE AND 660 FEET NORTH OF AN EAST-AND-WEST FENCE, AND PROJECTS
 FK0552'6 INCHES ABOVE GROUND.
 FK0552'
 FK0552'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0552
 FK0552                          STATION RECOVERY (1960)
 FK0552
 FK0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0552'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 FK0552'WERE FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 FK0552'
 FK0552'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF CLINTON, AND
 FK0552'4 MILES NORTH OF BESSIE, ON MR. JOHN BOSE PROPERTY.
 FK0552'
 FK0552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 FK0552'AND 66 IN CLINTON, GO SOUTH ON U.S. HIGHWAY 183 FOR 2.7
 FK0552'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 FK0552'U.S. HIGHWAY 183 FOR 1.9 MILE TO A SIDE ROAD ON THE RIGHT.
 FK0552'TURN RIGHT AND CONTINUE WEST FOR 0.5 MILE TO A DEAD END
 FK0552'AND A WIRE GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH
 FK0552'THE GATE AND GO SOUTHWEST FOR 0.45 MILE TO THE HIGHEST POINT
 FK0552'AND THE STATION.
 FK0552'
 FK0552'THE STATION MARK IS A STANDARD DISK STAMPED BESSIE 1935,
 FK0552'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER., 4 FEET
 FK0552'WEST OF A METAL WITNESS POST.
 FK0552'
 FK0552'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BESSIE
 FK0552'NO 1 1935, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER.
 FK0552'
 FK0552'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BESSIE
 FK0552'NO 2 1935, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER.
 FK0552'
 FK0552'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BESSIE 1935,
 FK0552'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT.  MARK
 FK0552'IS 2 FEET SOUTH OF A METAL WITNESS POST, AND 50 FEET EAST
 FK0552'OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 183.
 FK0552
 FK0552                          STATION RECOVERY (1969)
 FK0552
 FK0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FK0552'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 FK0552'IN GOOD CONDITION AS DESCRIBED.  THE FENCE BY THE AZIMUTH MARK HAS
 FK0552'MOVED 20 FEET EAST.
 FK0552'
 FK0552'ROUTE DESCRIPTION IS ADEQUATE.
 FK0552
 FK0552                          STATION RECOVERY (1970)
 FK0552
 FK0552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (CIH)
 FK0552'BESSIE 1935 GOOD METAL SIGN 4 FT. EAST OF STATION.
 FK0552'
 FK0552'ALL REF. MARKS ARE IN GOOD CONDITION.
 FK0552
 FK0552                          STATION RECOVERY (1985)
 FK0552
 FK0552'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0763 ***********************************************************************
 GG0763  DESIGNATION -  BEST
 GG0763  PID         -  GG0763
 GG0763  STATE/COUNTY-  OK/CRAIG
 GG0763  COUNTRY     -  US
 GG0763  USGS QUAD   -  WHITE OAK (2019)
 GG0763
 GG0763                         *CURRENT SURVEY CONTROL
 GG0763  ______________________________________________________________________
 GG0763* NAD 83(1997) POSITION- 36 34 51.25515(N) 095 18 36.34010(W)   ADJUSTED
 GG0763* NAVD 88 ORTHO HEIGHT -   268.6   (meters)      881.    (feet) VERTCON3
 GG0763  ______________________________________________________________________
 GG0763  GEOID HEIGHT    -        -29.297 (meters)                     GEOID18
 GG0763  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 GG0763  HORZ ORDER      -  SECOND
 GG0763
 GG0763.The horizontal coordinates were established by classical geodetic methods
 GG0763.and adjusted by the National Geodetic Survey in October 1998.
 GG0763
 GG0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0763
 GG0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0763.GEOID18 height accuracy estimate available here.
 GG0763
 GG0763.Click photographs - Photos may exist for this station.
 GG0763
 GG0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0763
 GG0763. The following values were computed from the NAD 83(1997) position.
 GG0763
 GG0763;                    North         East     Units Scale Factor Converg.
 GG0763;SPC OK N     -   178,743.843   840,702.957   MT  0.99997138   +1 35 14.8
 GG0763;SPC OK N     -   586,428.76  2,758,206.28   sFT  0.99997138   +1 35 14.8
 GG0763;UTM  15      - 4,050,866.236   293,317.943   MT  1.00012632   -1 22 37.9
 GG0763
 GG0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0763!SPC OK N     -   0.99996244  x   0.99997138  =   0.99993382
 GG0763!UTM  15      -   0.99996244  x   1.00012632  =   1.00008876
 GG0763
 GG0763:                Primary Azimuth Mark                     Grid Az
 GG0763:SPC OK N     -  VINITA EASTERN STATE HOSP TANK           061 23 14.8
 GG0763:UTM  15      -  VINITA EASTERN STATE HOSP TANK           064 21 07.5
 GG0763
 GG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9331750866(NAD 83)
 GG0763
 GG0763|---------------------------------------------------------------------|
 GG0763| PID    Reference Object                     Distance      Geod. Az  |
 GG0763|                                                           dddmmss.s |
 GG0763| GG0753 VINITA EASTERN STATE HOSP TANK      APPROX.19.2 KM 0625829.6 |
 GG0763| CI1136 BEST RM 2                            14.194 METERS 13051     |
 GG0763| CI1135 BEST RM 1                            17.474 METERS 24738     |
 GG0763|---------------------------------------------------------------------|
 GG0763
 GG0763                          SUPERSEDED SURVEY CONTROL
 GG0763
 GG0763  NAD 83(1993)-  36 34 51.25549(N)    095 18 36.34008(W) AD(       ) 2
 GG0763  NAD 83(1986)-  36 34 51.27704(N)    095 18 36.32384(W) AD(       ) 2
 GG0763  NAD 27      -  36 34 50.96442(N)    095 18 35.41885(W) AD(       ) 2
 GG0763  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 GG0763
 GG0763.Superseded values are not recommended for survey control.
 GG0763
 GG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0763.See file dsdata.pdf to determine how the superseded data were derived.
 GG0763
 GG0763_MARKER: DD = SURVEY DISK
 GG0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0763+WITH SETTING: INFORMATION.
 GG0763_STAMPING: ET BEST 1968
 GG0763_MARK LOGO: USGS
 GG0763_PROJECTION: FLUSH
 GG0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0763
 GG0763  HISTORY     - Date     Condition        Report By
 GG0763  HISTORY     - 1968     MONUMENTED       USGS
 GG0763
 GG0763                          STATION DESCRIPTION
 GG0763
 GG0763'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0763'THE STATION IS LOCATED APPROX. 3.5 MI N. AND 3.0 MI E. OF
 GG0763'CHELSEA, T. 24 N., R. 19 E., NEAR THE COR. SECS. 5, 6, 7 AND
 GG0763'8, THE STATION IS IN THE BACK YARD OF HOME OF MR. E. E. BEST.
 GG0763'
 GG0763'TO REACH THE STATION FROM THE JUNCTION OF HWY. 66 AND 28, TO
 GG0763'W., AND THE RR. DEPOT IN CHELSEA, GO NORTHWARD ON HWY. 66 FOR
 GG0763'7.8 MI TO A DIAGONAL CROSSROADS, TURN LEFT (N.) AND GO 0.05 MI
 GG0763'TO STATION ON THE RIGHT (E.) SIDE OF GRAVEL RD.
 GG0763'
 GG0763'THE STATION MARK IS 395 FT N. ALONG CENTER OF GRAVEL RD. FROM
 GG0763'THE CENTER OF DIAGONAL CROSSROADS ON HWY. 66, 70 FT NORMAL (E.)
 GG0763'OF CENTER OF GRAVEL RD., 73 FT NNE. FROM N. CORNER SMALL SHED,
 GG0763'31 FT E. FROM E. CORNER OF SMALL BLUE TIN SHED, ON CROP LINE,
 GG0763'57 FT ESE. FROM STANDARD USGS WITNESS POST, STAMPED ET BEST 1968.
 GG0763'
 GG0763'REFERENCE MARK NO. 1 IS SW. OF THE STATION, 381 FT N. ALONG
 GG0763'CENTER OF GRAVEL RD. FROM CENTER OF GRAVEL RD. FROM CENTER OF
 GG0763'DIAGONAL CROSSROADS ON HWY. 66, 18 FT NORMAL (E.) OF CENTER OF
 GG0763'GRAVEL RD., STAMPED BEST NO 1 1968.
 GG0763'
 GG0763'REFERENCE MARK NO. 2 IS SE. OF THE STATION, 373 FT N. ALONG
 GG0763'CENTER OF GRAVEL RD. FROM THE CENTER OF DIAGONAL CROSSROADS ON
 GG0763'HWY. 66, 105 FT NORMAL (E.) OF CENTER OF GRAVEL RD., STAMPED
 GG0763'BEST NO 2 1968.
 GG0763'
 GG0763'AZIMUTH MARK--NONE SET.
 GG0763'
 GG0763'REFERENCE AZIMUTH OBSERVED TO TOP CENTER WHITE WATER TANK OF
 GG0763'EASTERN OKLA. HOSPITAL.
 GG0763'
 GG0763'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 GG0763'ON 0.5 IN COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 GG0763'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0925 ***********************************************************************
 EK0925  DESIGNATION -  BETHEL
 EK0925  PID         -  EK0925
 EK0925  STATE/COUNTY-  OK/MCCURTAIN
 EK0925  COUNTRY     -  US
 EK0925  USGS QUAD   -  BETHEL (2018)
 EK0925
 EK0925                         *CURRENT SURVEY CONTROL
 EK0925  ______________________________________________________________________
 EK0925* NAD 83(1993) POSITION- 34 21 41.43998(N) 094 50 14.16859(W)   ADJUSTED
 EK0925* NAVD 88 ORTHO HEIGHT -   266.57  (+/-2cm)      874.6   (feet) VERTCON3
 EK0925  ______________________________________________________________________
 EK0925  GEOID HEIGHT    -        -30.547 (meters)                     GEOID18
 EK0925  LAPLACE CORR    -          3.95  (seconds)                    DEFLEC18
 EK0925  HORZ ORDER      -  SECOND
 EK0925  VERT ORDER      -  THIRD ? (See Below)
 EK0925
 EK0925.The horizontal coordinates were established by classical geodetic methods
 EK0925.and adjusted by the National Geodetic Survey in November 1994.
 EK0925
 EK0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0925
 EK0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0925.GEOID18 height accuracy estimate available here.
 EK0925
 EK0925.The vertical order pertains to the NGVD 29 superseded value.
 EK0925
 EK0925.Click photographs - Photos may exist for this station.
 EK0925
 EK0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0925
 EK0925. The following values were computed from the NAD 83(1993) position.
 EK0925
 EK0925;                    North         East     Units Scale Factor Converg.
 EK0925;SPC OK S     -   118,606.054   890,880.577   MT  0.99994345   +1 47 42.8
 EK0925;SPC OK S     -   389,126.70  2,922,830.69   sFT  0.99994345   +1 47 42.8
 EK0925;UTM  15      - 3,803,770.049   331,043.721   MT  0.99995188   -1 02 14.0
 EK0925
 EK0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0925!SPC OK S     -   0.99996295  x   0.99994345  =   0.99990640
 EK0925!UTM  15      -   0.99996295  x   0.99995188  =   0.99991483
 EK0925
 EK0925:                Primary Azimuth Mark                     Grid Az
 EK0925:SPC OK S     -  BETHEL AZ MK                             359 19 35.5
 EK0925:UTM  15      -  BETHEL AZ MK                             002 09 32.3
 EK0925
 EK0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3104303770(NAD 83)
 EK0925
 EK0925|---------------------------------------------------------------------|
 EK0925| PID    Reference Object                     Distance      Geod. Az  |
 EK0925|                                                           dddmmss.s |
 EK0925| CW9768 BETHEL AZ MK                                       0010718.3 |
 EK0925| CW9769 BETHEL RM 1                          17.160 METERS 00530     |
 EK0925| EK0311 P 168                               143.452 METERS 19518     |
 EK0925| CW9770 BETHEL RM 2                          28.050 METERS 26906     |
 EK0925|---------------------------------------------------------------------|
 EK0925
 EK0925                          SUPERSEDED SURVEY CONTROL
 EK0925
 EK0925  NAD 83(1986)-  34 21 41.44336(N)    094 50 14.15918(W) AD(       ) 2
 EK0925  NAD 27      -  34 21 41.06600(N)    094 50 13.35400(W) AD(       ) 2
 EK0925  NGVD 29             266.51   (m)          874.4    (f) LEVELING    3  
 EK0925
 EK0925.Superseded values are not recommended for survey control.
 EK0925
 EK0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0925.See file dsdata.pdf to determine how the superseded data were derived.
 EK0925
 EK0925_MARKER: DS = TRIANGULATION STATION DISK
 EK0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0925_STAMPING: BETHEL 1952
 EK0925_MARK LOGO: CGS
 EK0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0925+STABILITY: SURFACE MOTION
 EK0925
 EK0925  HISTORY     - Date     Condition        Report By
 EK0925  HISTORY     - 1952     MONUMENTED       CGS
 EK0925  HISTORY     - 1983     SEE DESCRIPTION  OKDH
 EK0925
 EK0925                          STATION DESCRIPTION
 EK0925
 EK0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0925'STATION IS LOCATED ABOUT 100 YARDS NORTH OF BETHEL STORE AND
 EK0925'POST OFFICE AND ON THE EAST RIGHT-OF-WAY OF A ROAD KNOWN
 EK0925'AS INDIAN TRAIL.  IT IS 64 FEET EAST OF THE CENTERLINE OF A
 EK0925'ROAD, 4 FEET WEST OF A RIGHT-OF-WAY FENCELINE AND 6 FEET
 EK0925'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 EK0925'4 INCHES AND THE DISC IS STAMPED, BETHEL 1952.
 EK0925'
 EK0925'REFERENCE MARK NO. 1 IS 70 FEET EAST OF THE CENTERLINE OF A
 EK0925'ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 EK0925'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, BETHEL NO 1
 EK0925'1952.
 EK0925'
 EK0925'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTERLINE OF
 EK0925'A ROAD AND 3 FEET EAST OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 EK0925'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, BETHEL NO 2
 EK0925'1952.
 EK0925'
 EK0925'AZIMUTH MARK IS 46 FEET EAST OF THE CENTERLINE OF A ROAD AND
 EK0925'3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 EK0925'ABOUT 4 INCHES AND THE DISC IS STAMPED, BETHEL 1952.
 EK0925'
 EK0925'BENCH MARK P-168 IS A STANDARD USC AND G.S. BENCH MARK
 EK0925'DISC SET IN THE TOP OF A 4 X 4 INCH CONCRETE POST THAT PROJECTS
 EK0925'ABOUT 10 INCHES.  THE DISC IS STAMPED, P-168 1934.  IT IS
 EK0925'LOCATED 53 FEET NORTH OF THE CENTERLINE OF A ROAD, 41 FEET
 EK0925'WEST OF THE CENTERLINE OF A ROAD, 9 FEET SOUTHWEST OF A
 EK0925'CONCRETE HIGHWAY MARKER, 5 FEET SOUTH OF A POWER LINE POLE,
 EK0925'AND 2 FEET SOUTH OF A FENCE CORNER.  A TRAVERSE CONNECTION WAS
 EK0925'MADE FROM TRIANGULATION STATION BETHEL TO THIS MARK AND THE
 EK0925'DISTANCE NOTED ABOVE.
 EK0925'
 EK0925'TO REACH THE STATION FROM ROAD INTERSECTION JUST WEST OF THE
 EK0925'POST OFFICE IN BETHEL, GO NORTH FOR 0.05 MILE TO THE STATION
 EK0925'ON THE RIGHT AS DESCRIBED.
 EK0925'
 EK0925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.2
 EK0925'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 EK0925'
 EK0925'TO REACH THE BENCH MARK FROM THE POST OFFICE IN BETHEL, GO
 EK0925'WEST ACROSS ROAD TO MARK IN THE NORTHWEST ANGLE OF A
 EK0925'T-INTERSECTION OF ROADS.
 EK0925'
 EK0925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0925
 EK0925                          STATION RECOVERY (1983)
 EK0925
 EK0925'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0925'BETHEL MON. HAS BEEN DISTURBED - STRAIGHTEN TO FIT REFS.
 EK0925'BETHEL NO. 1 FOUND GOOD.
 EK0925'BETHEL NO. 2 FOUND GOOD.
 EK0925'
 EK0925'DISTANCE AND DIRECTION FROM NEAREST TOWN--100 YRDS. NORTH OF BETHEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0992 ***********************************************************************
 EK0992  DESIGNATION -  BETHEL
 EK0992  PID         -  EK0992
 EK0992  STATE/COUNTY-  OK/BRYAN
 EK0992  COUNTRY     -  US
 EK0992  USGS QUAD   -  BOSWELL SW (2018)
 EK0992
 EK0992                         *CURRENT SURVEY CONTROL
 EK0992  ______________________________________________________________________
 EK0992* NAD 83(1993) POSITION- 34 02 49.09677(N) 095 57 23.06158(W)   ADJUSTED
 EK0992* NAVD 88 ORTHO HEIGHT -   230.49  (+/-2cm)      756.2   (feet) VERTCON3
 EK0992  ______________________________________________________________________
 EK0992  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 EK0992  LAPLACE CORR    -         -7.88  (seconds)                    DEFLEC18
 EK0992  HORZ ORDER      -  FIRST
 EK0992  VERT ORDER      -  THIRD ? (See Below)
 EK0992
 EK0992.The horizontal coordinates were established by classical geodetic methods
 EK0992.and adjusted by the National Geodetic Survey in November 1994.
 EK0992
 EK0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0992
 EK0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0992.GEOID18 height accuracy estimate available here.
 EK0992
 EK0992.The vertical order pertains to the NGVD 29 superseded value.
 EK0992
 EK0992.Click photographs - Photos may exist for this station.
 EK0992
 EK0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0992
 EK0992. The following values were computed from the NAD 83(1993) position.
 EK0992
 EK0992;                    North         East     Units Scale Factor Converg.
 EK0992;SPC OK S     -    81,069.422   788,676.276   MT  0.99997960   +1 09 35.9
 EK0992;SPC OK S     -   265,975.26  2,587,515.42   sFT  0.99997960   +1 09 35.9
 EK0992;UTM  15      - 3,771,308.252   227,087.145   MT  1.00051825   -1 39 22.4
 EK0992;UTM  14      - 3,771,544.494   780,964.192   MT  1.00057324   +1 42 18.5
 EK0992
 EK0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0992!SPC OK S     -   0.99996820  x   0.99997960  =   0.99994780
 EK0992!UTM  15      -   0.99996820  x   1.00051825  =   1.00048643
 EK0992!UTM  14      -   0.99996820  x   1.00057324  =   1.00054142
 EK0992
 EK0992:                Primary Azimuth Mark                     Grid Az
 EK0992:SPC OK S     -  BOSWELL MUNICIPAL TANK                   101 43 42.7
 EK0992:UTM  15      -  BOSWELL MUNICIPAL TANK                   104 32 41.0
 EK0992:UTM  14      -  BOSWELL MUNICIPAL TANK                   101 11 00.1
 EK0992
 EK0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2708771308(NAD 83)
 EK0992
 EK0992|---------------------------------------------------------------------|
 EK0992| PID    Reference Object                     Distance      Geod. Az  |
 EK0992|                                                           dddmmss.s |
 EK0992| CX9728 BETHEL RM 2                          18.831 METERS 01508     |
 EK0992| CX9729 BETHEL RM 3                          15.553 METERS 08008     |
 EK0992| EK0989 BOSWELL MUNICIPAL TANK              APPROX. 8.3 KM 1025318.6 |
 EK0992| CX9727 BETHEL RM 1                          20.202 METERS 14559     |
 EK0992| CX9730 BETHEL RM 4                          15.578 METERS 15541     |
 EK0992| CX9726 BETHEL AZ MK                                       1574745.0 |
 EK0992| EL0735 BENNINGTON MUNICIPAL TANK           APPROX. 9.0 KM 2375621.2 |
 EK0992| EL0739 BOKCHITO MUNICIPAL TANK             APPROX.17.6 KM 2591139.4 |
 EK0992|---------------------------------------------------------------------|
 EK0992
 EK0992                          SUPERSEDED SURVEY CONTROL
 EK0992
 EK0992  NAD 83(1986)-  34 02 49.10270(N)    095 57 23.05328(W) AD(       ) 1
 EK0992  NAD 27      -  34 02 48.75200(N)    095 57 22.12500(W) AD(       ) 1
 EK0992  NGVD 29             230.42   (m)          756.0    (f) LEVELING    3  
 EK0992
 EK0992.Superseded values are not recommended for survey control.
 EK0992
 EK0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0992.See file dsdata.pdf to determine how the superseded data were derived.
 EK0992
 EK0992_MARKER: DS = TRIANGULATION STATION DISK
 EK0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0992_STAMPING: BETHEL 1935
 EK0992_MARK LOGO: CGS
 EK0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0992+STABILITY: SURFACE MOTION
 EK0992
 EK0992  HISTORY     - Date     Condition        Report By
 EK0992  HISTORY     - 1935     MONUMENTED       CGS
 EK0992  HISTORY     - 1951     GOOD             CGS
 EK0992  HISTORY     - 1955     GOOD             CGS
 EK0992  HISTORY     - 1964     GOOD             LOCSUR
 EK0992
 EK0992                          STATION DESCRIPTION
 EK0992
 EK0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0992'STATION IS ABOUT 5 MILES WNW OF BOSWELL, ABOUT 1-1/2 MILES
 EK0992'SE OF THE BETHEL SCHOOL, IN THE E SIDE CENTER OF SEC. 8,
 EK0992'T 6 S, R 13 E, ON LAND OWNED BY JOHN PRICE OF DURANT, OKLAHOMA,
 EK0992'ON THE HIGHEST POINT OF A PROMINENT HILL WHICH IS KNOWN
 EK0992'LOCALLY AS PINTOP HILL, ABOUT 75 FEET S OF ITS N END, 15
 EK0992'FEET NNE OF A TRIANGULAR BLAZED 12-INCH HICKORY TREE, 16 FEET
 EK0992'E OF AN 8-INCH HICKORY TREE, 35 FEET SE OF A 24-INCH WHITE
 EK0992'OAK TREE, 43 FEET SSE OF A 24-INCH RED OAK TREE.  THE MARK
 EK0992'PROJECTS 3 INCHES.
 EK0992'
 EK0992'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 EK0992'DISKS SET IN CONCRETE AS DESCRIBED.
 EK0992'
 EK0992'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A ROCK
 EK0992'OUTCROP THAT IS ABOUT 4 FEET IN DIAMETER, ABOUT 25 FEET W OF
 EK0992'E EDGE OF HILL, 15 FEET W OF A 15-INCH RED OAK TREE.  IT IS
 EK0992'SE OF THE STATION.
 EK0992'
 EK0992'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN TOP OF,
 EK0992'AND NEAR S EDGE OF A BOULDER THAT PROJECTS 1 FOOT, AT N EDGE
 EK0992'OF THE HILL, 4 FEET NW OF A 12-INCH HICKORY TREE, 116.49
 EK0992'FEET NNW OF REFERENCE MARK NO. 1.  IT IS NNE OF THE STATION.
 EK0992'
 EK0992'AZIMUTH MARK IS SSE OF THE STATION, AT TOP OF THE E-W RIDGE,
 EK0992'ON E RIGHT-OF-WAY OF THE NEWLY BRUSHED OUT, N-S, SECTION-LINE
 EK0992'ROAD, 5 FEET SW OF AN 8-INCH OAK TREE.  IT PROJECTS 3 INCHES.
 EK0992'
 EK0992'TO REACH FROM BOSWELL.  GO W ON U.S. HIGHWAY 70, 5.0 MILES TO
 EK0992'A FILLING STATION ON S SIDE OF HIGHWAY AND AN OLD SHACK ON
 EK0992'THE N SIDE.  TURN N JUST E OF THE OLD SHACK ONTO THE FOREGOING,
 EK0992'NEWLY BRUSHED-OUT, SECTION-LINE ROAD, AND GO 1.3 MILES N TO
 EK0992'WHERE IT CROSSES A STEEP E-W RIDGE, THENCE W AND N ON DIM TRAIL
 EK0992'ABOUT 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 EK0992'
 EK0992'HEIGHT OF LIGHT ABOVE STATION MARK - 60 FEET.
 EK0992
 EK0992                          STATION RECOVERY (1951)
 EK0992
 EK0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0992'STATION WAS RECOVERED AS DESCRIBED AND STATION MARK AND AZIMUTH
 EK0992'WERE FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS HAVE
 EK0992'BEEN DESTROYED SO REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 EK0992'DUE TO HEAVY GROWTH A 4 WHEEL DRIVE TRUCK IS NOW NECESSARY
 EK0992'TO REACH STATION.  ORIGINAL DESCRITION IS ADEQUATE.
 EK0992'
 EK0992'REFERENCE MARK NO. 3 IS SET IN CONCRETE IN A DRILL HOLE IN
 EK0992'OUTCROPPING ROCK.  THE DISK IS STAMPED BETHEL NO 3 1951.
 EK0992'
 EK0992'REFERENCE MARK NO. 4 IS SET IN CONCRETE IN A DRILL HOLE IN
 EK0992'OUTCROPPING ROCK.  THE DISK IS STAMPED BETHEL NO 4 1951.
 EK0992'
 EK0992'1951 OBSERVATIONS TAKEN FROM A 4 FOOT WOOD STAND.
 EK0992
 EK0992                          STATION RECOVERY (1955)
 EK0992
 EK0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK0992'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NEW DIRECTIONS
 EK0992'TO REACH STATION WILL BE GIVEN IN THE COMPLETE DESCRIPTION
 EK0992'BELOW.
 EK0992'
 EK0992'STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF BENNINGTON, 5.0
 EK0992'MILES WEST OF BOSWELL IN THE EAST SIDE CENTER OF SE. 8, T 6
 EK0992'S, R 13 E, ON THE PROPERTY OF JOHN PRICE OF DURANT, OKLAHOMA.
 EK0992'IT IS ON THE HIGHEST PART OF A HILL THAT IS LOCALLY KNOWN
 EK0992'AS PINTOP HILL ABOUT 75 FEET SOUTH OF THE NORTH END OF HILL.
 EK0992'
 EK0992'STATION IS REACHED AS FOLLOWS- FROM BOSWELL GO WEST, ON U.S.
 EK0992'HIGHWAY 70 FOR 4.0 MILES TO THE BRYAN-CHOCTAW COUNTY LINE
 EK0992'AT A CROSS ROAD.  TURN RIGHT, AND GO NORTH 2.0 MILES TO SIDE
 EK0992'ROAD ON THE LEFT.  TURN LEFT AND GO WEST 1.35 MILES TO A
 EK0992'BOARD GATE ON SOUTH SIDE OF ROAD THAT IS ON THE EAST SIDE OF
 EK0992'COY ALFORDS HOUSE.  PASS THROUGH GATE AND GO SOUTH 0.1 MILE
 EK0992'TO A SECOND GATE.  PASS THROUGH GATE AND GO SOUTHEAST 0.4 MILE
 EK0992'TO GATE IN THE NORTHWEST CORNER OF FIELD.  PASS THROUGH GATE
 EK0992'AND GO 0.15 MILE TO EAST-WEST FENCE.  GO EAST, ALONG THE
 EK0992'NORTH SIDE OF FENCE, 0.1 MILE TO A TREE WITH A TRIANGULAR
 EK0992'BLAZE.  CROSS FENCE AND GO SOUTH, ALONG THE WEST SIDE OF
 EK0992'STATION HILL FOR 0.1 MILE, THENCE EAST TO TOP OF HILL AND
 EK0992'THEN NORTH TO THE NORTH END OF HILL AND STATION.
 EK0992'
 EK0992'STATION, STAMPED BETHEL 1935, IS A STANDARD USC AND GS BRONZE
 EK0992'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EK0992'THAT PROJECTS ABOUT 3 INCHES.  IT IS 15 FEET NORTH NORTHEAST
 EK0992'OF A TRIANGULAR BLAZED 12-INCH HICKORY TREE AND 35 FEET
 EK0992'SOUTHEAST OF A 24-INCH OAK TREE.
 EK0992'
 EK0992'AZIMUTH MARK, STAMPED BETHEL 1935, IS A STANDARD USC AND GS
 EK0992'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EK0992'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 4 FEET SOUTHWEST
 EK0992'OF FENCE LINE ON THE CREST OF RIDGE.  TO REACH FROM THE STATION
 EK0992'WALK SOUTH SOUTHEAST 0.15 MILE TO THE AZIMUTH MARK ON THE
 EK0992'CREST OF RIDGE.
 EK0992'
 EK0992'R.M. 3, STAMPED BETHEL NO 3 1951, IS A STANDARD USC AND GS
 EK0992'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 EK0992'PROJECTS ABOUT 4 INCHES ON THE UPHILL SIDE AND ABOUT 3 FEET
 EK0992'ON THE DOWNHILL SIDE.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 EK0992'
 EK0992'R.M. 4, STAMPED BETHEL NO 4 1951, IS A STANDARD USC AND GS
 EK0992'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 EK0992'PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 EK0992'STATION.
 EK0992'
 EK0992'DIFFERENCE IN DISTANCE TO R.M. 3 WAS NOTED AND CHECKED IN THE
 EK0992'FIELD.
 EK0992
 EK0992                          STATION RECOVERY (1964)
 EK0992
 EK0992'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (RMB)
 EK0992'STATION MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1086 ***********************************************************************
 EM1086  CBN         -  This is a Cooperative Base Network Control Station.
 EM1086  DESIGNATION -  BETHEL
 EM1086  PID         -  EM1086
 EM1086  STATE/COUNTY-  OK/COMANCHE
 EM1086  COUNTRY     -  US
 EM1086  USGS QUAD   -  LETITIA (2018)
 EM1086
 EM1086                         *CURRENT SURVEY CONTROL
 EM1086  ______________________________________________________________________
 EM1086* NAD 83(2011) POSITION- 34 35 37.79473(N) 098 08 57.27750(W)   ADJUSTED
 EM1086* NAD 83(2011) ELLIP HT-   324.236 (meters)        (06/27/12)   ADJUSTED
 EM1086* NAD 83(2011) EPOCH   -  2010.00
 EM1086* NAVD 88 ORTHO HEIGHT -   350.1   (meters)     1149.    (feet) GPS OBS
 EM1086  ______________________________________________________________________
 EM1086  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM1086  GEOID HEIGHT    -        -25.743 (meters)                     GEOID96
 EM1086  GEOID HEIGHT    -        -25.828 (meters)                     GEOID18
 EM1086  NAD 83(2011) X  -   -745,106.649 (meters)                     COMP
 EM1086  NAD 83(2011) Y  - -5,203,329.307 (meters)                     COMP
 EM1086  NAD 83(2011) Z  -  3,601,049.513 (meters)                     COMP
 EM1086  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 EM1086
 EM1086  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1086  Standards:
 EM1086         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1086            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1086  -------------------------------------------------------------------
 EM1086  NETWORK    2.41   5.12           1.04   0.93   2.61      0.03270591
 EM1086  -------------------------------------------------------------------
 EM1086  Click here for local accuracies and other accuracy information.
 EM1086
 EM1086.The horizontal coordinates were established by GPS observations
 EM1086.and adjusted by the National Geodetic Survey in June 2012.
 EM1086
 EM1086.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1086.been affixed to the stable North American tectonic plate. See 
 EM1086.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1086
 EM1086.The horizontal coordinates are valid at the epoch date displayed above
 EM1086.which is a decimal equivalence of Year/Month/Day.
 EM1086
 EM1086.The orthometric height was determined by GPS observations and a
 EM1086.high-resolution geoid model.
 EM1086
 EM1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1086.GEOID18 height accuracy estimate available here.
 EM1086
 EM1086.Click photographs - Photos may exist for this station.
 EM1086
 EM1086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1086
 EM1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1086
 EM1086.The ellipsoidal height was determined by GPS observations
 EM1086.and is referenced to NAD 83.
 EM1086
 EM1086. The following values were computed from the NAD 83(2011) position.
 EM1086
 EM1086;                    North         East     Units Scale Factor Converg.
 EM1086;SPC OK S     -   139,828.792   586,309.714   MT  0.99993596   -0 05 05.0
 EM1086;SPC OK S     -   458,754.96  1,923,584.45   sFT  0.99993596   -0 05 05.0
 EM1086;UTM  14      - 3,828,330.932   578,015.601   MT  0.99967502   +0 28 59.0
 EM1086
 EM1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1086!SPC OK S     -   0.99994911  x   0.99993596  =   0.99988507
 EM1086!UTM  14      -   0.99994911  x   0.99967502  =   0.99962414
 EM1086
 EM1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7801528330(NAD 83)
 EM1086
 EM1086                          SUPERSEDED SURVEY CONTROL
 EM1086
 EM1086  NAD 83(2007)-  34 35 37.79470(N)    098 08 57.27809(W) AD(2002.00) 0
 EM1086  ELLIP H (02/10/07)  324.248  (m)                       GP(2002.00)    
 EM1086  ELLIP H (04/16/01)  324.268  (m)                       GP(       ) 4 2
 EM1086  NAD 83(1993)-  34 35 37.79454(N)    098 08 57.27818(W) AD(       ) B
 EM1086  ELLIP H (05/09/94)  324.316  (m)                       GP(       ) 4 2
 EM1086  NAVD 88 (01/13/95)  350.1    (m)  UNKNOWN  model used  GPS OBS        
 EM1086  NAVD 88 (05/09/94)  350.0    (m)  GEOID93  model used  GPS OBS        
 EM1086
 EM1086.Superseded values are not recommended for survey control.
 EM1086
 EM1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1086.See file dsdata.pdf to determine how the superseded data were derived.
 EM1086
 EM1086_MARKER: I = METAL ROD
 EM1086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1086_STAMPING: BETHEL 1993
 EM1086_MARK LOGO: NGS
 EM1086_PROJECTION: RECESSED 1 CENTIMETERS
 EM1086_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1086+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM1086_ROD/PIPE-DEPTH: 5.94 meters
 EM1086_SLEEVE-DEPTH  : 0.9 meters
 EM1086
 EM1086  HISTORY     - Date     Condition        Report By
 EM1086  HISTORY     - 1993     MONUMENTED       NGS
 EM1086  HISTORY     - 20000218 GOOD             LOCSUR
 EM1086  HISTORY     - 20090423 GOOD             INDIV
 EM1086  HISTORY     - 20090723 GOOD             INDIV
 EM1086
 EM1086                          STATION DESCRIPTION
 EM1086
 EM1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1086'STATION IS LOCATED ABOUT 23 KM (14.30 MI) EAST OF LAWTON, 20 KM
 EM1086'(12.40 MI) NORTHWEST OF DUNCAN, 0.67 KM (0.40 MI) WEST OF THE
 EM1086'COMANCHE-STEPHENS COUNTY LINE, ALONG STATE HIGHWAY 7, ON THE
 EM1086'RIGHT-OF-WAY, ON TOP OF A RISE, AT A FIELD ENTRANCE, ACROSS THE
 EM1086'HIGHWAY FROM A WHITE FRAME HOUSE, IN THE NORTHEAST 1/4 OF SECTION 4,
 EM1086'T 1 N, R 9 W.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 EM1086'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 44
 EM1086'AND STATE HIGHWAY 7 (EXIT 36A) ON THE SOUTHEAST SIDE OF LAWTON, GO
 EM1086'EAST ON HIGHWAY 7 FOR 15.31 KM (9.50 MI) TO THE JUNCTION OF STATE
 EM1086'HIGHWAY 65.  CONTINUE AHEAD FOR 4.87 KM (3.00 MI) TO A CROSSROAD AT
 EM1086'THE BETHEL UNITED METHODIST CHURCH ON THE RIGHT.  CONTINUE AHEAD FOR
 EM1086'0.95 KM (0.60 MI) TO TOP OF RISE AND STATION ON THE RIGHT.
 EM1086'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 EM1086'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 EM1086'IS 28.7 M (94.2 FT) SOUTH OF, AND ABOUT LEVEL WITH THE HIGHWAY
 EM1086'CENTER, 0.8 M (2.6 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 0.7 M
 EM1086'(2.3 FT) NORTH OF A METAL WITNESS POST, 1.1 M (3.6 FT) EAST OF A
 EM1086'METAL WITNESS POST, 1.1 M (3.6 FT) WEST OF A METAL WITNESS POST, 7.6
 EM1086'M (24.9 FT) EAST OF THE CENTER OF FIELD ENTRANCE WITH PIPE GATE, AND
 EM1086'4.5 M (14.8 FT) WEST OF THE EXTENDED CENTER OF DRIVEWAY LEADING TO
 EM1086'THE HOUSE.
 EM1086'DESCRIBED BY D.G. AUG
 EM1086
 EM1086                          STATION RECOVERY (2000)
 EM1086
 EM1086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM1086'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM1086'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED A GOOD GPS OCCUPATION
 EM1086'POINT, NOT OBSTRUCTIONS.
 EM1086
 EM1086                          STATION RECOVERY (2009)
 EM1086
 EM1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM1086'RECOVERED IN GOOD CONDITION.
 EM1086
 EM1086                          STATION RECOVERY (2009)
 EM1086
 EM1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0756 ***********************************************************************
 GG0756  DESIGNATION -  BIG
 GG0756  PID         -  GG0756
 GG0756  STATE/COUNTY-  OK/CRAIG
 GG0756  COUNTRY     -  US
 GG0756  USGS QUAD   -  BIG CABIN (2019)
 GG0756
 GG0756                         *CURRENT SURVEY CONTROL
 GG0756  ______________________________________________________________________
 GG0756* NAD 83(1993) POSITION- 36 32 23.71390(N) 095 14 14.67352(W)   ADJUSTED
 GG0756* NAD 83(1993) ELLIP HT-   194.160 (meters)        (11/28/94)   ADJUSTED
 GG0756* NAVD 88 ORTHO HEIGHT -   222.1   (meters)      729.    (feet) VERTCON3
 GG0756  ______________________________________________________________________
 GG0756  GEOID HEIGHT    -        -29.275 (meters)                     GEOID18
 GG0756  NAD 83(1993) X  -   -468,345.673 (meters)                     COMP
 GG0756  NAD 83(1993) Y  - -5,109,291.011 (meters)                     COMP
 GG0756  NAD 83(1993) Z  -  3,776,610.257 (meters)                     COMP
 GG0756  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 GG0756  HORZ ORDER      -  SECOND
 GG0756  ELLP ORDER      -  FIFTH     CLASS I
 GG0756
 GG0756.The horizontal coordinates were established by classical geodetic methods
 GG0756.and adjusted by the National Geodetic Survey in November 1994.
 GG0756
 GG0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0756
 GG0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0756.GEOID18 height accuracy estimate available here.
 GG0756
 GG0756.Click photographs - Photos may exist for this station.
 GG0756
 GG0756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0756
 GG0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0756
 GG0756.The ellipsoidal height was determined by GPS observations
 GG0756.and is referenced to NAD 83.
 GG0756
 GG0756. The following values were computed from the NAD 83(1993) position.
 GG0756
 GG0756;                    North         East     Units Scale Factor Converg.
 GG0756;SPC OK N     -   174,380.528   847,334.758   MT  0.99996648   +1 37 49.2
 GG0756;SPC OK N     -   572,113.45  2,779,964.12   sFT  0.99996648   +1 37 49.2
 GG0756;UTM  15      - 4,046,165.201   299,716.175   MT  1.00009424   -1 19 57.2
 GG0756
 GG0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0756!SPC OK N     -   0.99996953  x   0.99996648  =   0.99993601
 GG0756!UTM  15      -   0.99996953  x   1.00009424  =   1.00006377
 GG0756
 GG0756:                Primary Azimuth Mark                     Grid Az
 GG0756:SPC OK N     -  ADAIR MUNICIPAL WATER TANK               192 11 39.8
 GG0756:UTM  15      -  ADAIR MUNICIPAL WATER TANK               195 09 26.2
 GG0756
 GG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9971646165(NAD 83)
 GG0756
 GG0756|---------------------------------------------------------------------|
 GG0756| PID    Reference Object                     Distance      Geod. Az  |
 GG0756|                                                           dddmmss.s |
 GG0756| CI1155 BIG RM 1                              8.955 METERS 11749     |
 GG0756| CI1156 BIG RM 2                             11.195 METERS 16833     |
 GG0756| GG0793 ADAIR MUNICIPAL WATER TANK          APPROX.11.5 KM 1934929.0 |
 GG0756|---------------------------------------------------------------------|
 GG0756
 GG0756                          SUPERSEDED SURVEY CONTROL
 GG0756
 GG0756  NAD 83(1986)-  36 32 23.73485(N)    095 14 14.65787(W) AD(       ) 2
 GG0756  NAD 27      -  36 32 23.41851(N)    095 14 13.76447(W) AD(       ) 2
 GG0756  NGVD 29 (07/19/86)  222.0    (m)          728.     (f) VERT ANG       
 GG0756
 GG0756.Superseded values are not recommended for survey control.
 GG0756
 GG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0756.See file dsdata.pdf to determine how the superseded data were derived.
 GG0756
 GG0756_MARKER: DD = SURVEY DISK
 GG0756_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0756+WITH SETTING: INFORMATION.
 GG0756_STAMPING: BIG 1968 ET
 GG0756_MARK LOGO: USGS
 GG0756_PROJECTION: FLUSH
 GG0756_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0756+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2019
 GG0756
 GG0756  HISTORY     - Date     Condition        Report By
 GG0756  HISTORY     - 1968     MONUMENTED       USGS
 GG0756  HISTORY     - 19890301 GOOD             NGS
 GG0756  HISTORY     - 20101212 GOOD             INDIV
 GG0756  HISTORY     - 20191122 GOOD             MCA
 GG0756
 GG0756                          STATION DESCRIPTION
 GG0756
 GG0756'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0756'THE STATION IS LOCATED ABOUT 1.0 MI W. OF BIG, T. 24 N., R. 19
 GG0756'E., NEAR THE SW. COR. SEC. 24.
 GG0756'
 GG0756'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 69 AND 28 AT
 GG0756'ADAIR, GO NORTHWARD ALONG HWY. 69 FOR 7.8 MI TO CROSSROADS
 GG0756'AT VILLAGE OF BIG, TURN LEFT (W.) AND GO 0.8 MI TO THE E. END
 GG0756'OF OVERPASS OVER THE WILL ROGERS TURNPIKE AND STATION ON
 GG0756'RIGHT (N.).
 GG0756'
 GG0756'THE STATION MARK IS 107 FT WESTWARD ALONG RD. FROM CENTER
 GG0756'OVERPASS, 17 FT NORMAL CENTER OF RD., 29 FT W. FROM THE
 GG0756'NW. ABUTMENT AT THE W. END OF OVERPASS, STAMPED ET BIG 1968.
 GG0756'
 GG0756'REFERENCE MARK NO. 1 IS E. OF THE STATION, TOP OF THE NW. CONE
 GG0756'ABUTMENT OF OVERPASS IN A DRILL HOLE, CEMENTED IN PLACE.  STANDARD
 GG0756'TABLET STAMPED BIG NO 1 1968.
 GG0756'
 GG0756'REFERENCE MARK NO. 2 IS ESE. OF THE STATION, IN THE TOP OF THE
 GG0756'SW. CONE ABUTMENT OF THE OVERPASS, IN A DRILL HOLE, CEMENTED
 GG0756'IN PLACE.  STANDARD TABLET STAMPED BIG NO 2 1968.
 GG0756'
 GG0756'AZIMUTH MARK--NONE SET.
 GG0756'
 GG0756'REFERENCE AZIMUTH OBSERVED TO MWT ADAIR.
 GG0756'
 GG0756'STATION MARK IS FLUSH WITH THE GROUND.  STANDARD TABLET CRIMPED
 GG0756'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 GG0756'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0756'
 GG0756'REFERENCE MARKS NO. 1 AND 2 ARE STANDARD TABLETS CEMENTED IN
 GG0756'PLACE, IN DRILL HOLE TOP OF CONE ABUTMENT OF OVERPASS.
 GG0756
 GG0756                          STATION RECOVERY (1989)
 GG0756
 GG0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0756'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GG0756'FOLLOWS.
 GG0756'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) SOUTHWEST OF VINITA,
 GG0756'11.5 KM (7.15 MI) NORTH OF ADAIR, AND 1.4 KM (0.85 MI) WEST OF BIG
 GG0756'CABIN.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GG0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 GG0756'HIGHWAY 28 IN ADAIR, GO NORTHWEST ON HIGHWAY 69 FOR 12.6 KM (7.85 MI)
 GG0756'TO A PAVED CROSSROAD IN BIG CABIN.  TURN LEFT AND GO WEST ON THE PAVED
 GG0756'ROAD FOR 1.3 KM (0.80 MI) TO THE WEST END OF THE INTERSTATE HIGHWAY 44
 GG0756'(WILL ROGERS TURNPIKE) OVERPASS AND THE STATION ON THE RIGHT, BETWEEN
 GG0756'TWO GUARDRAILS.
 GG0756'THE STATION IS A STANDARD USGS DISK CRIMPED ON TOP OF A 1.5 CM COPPER
 GG0756'COATED STEEL ROD, INSIDE OF A 15 CM TILE, THAT PROJECTS 15 CM.
 GG0756'LOCATED 8.9 M (29.2 FT) WEST OF THE NORTHWEST CORNER OF THE OVERPASS,
 GG0756'5.2 M (17.1 FT) NORTH OF THE CENTER OF THE ROAD, 0.2 M (0.7 FT)
 GG0756'NORTHWEST OF THE WEST END OF A GUARDRAIL, 0.2 M (0.7 FT) NORTHEAST OF
 GG0756'THE EAST END OF A GUARDRAIL, AND 1.0 M (3.3 FT) EAST OF A METAL
 GG0756'WITNESS POST.
 GG0756'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0756
 GG0756                          STATION RECOVERY (2010)
 GG0756
 GG0756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (TFC)
 GG0756'RECOVERED AS DESCRIBED
 GG0756
 GG0756                          STATION RECOVERY (2019)
 GG0756
 GG0756'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GG0756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0938 ***********************************************************************
 EK0938  DESIGNATION -  BIG CEDAR
 EK0938  PID         -  EK0938
 EK0938  STATE/COUNTY-  OK/LE FLORE
 EK0938  COUNTRY     -  US
 EK0938  USGS QUAD   -  BIG CEDAR (2018)
 EK0938
 EK0938                         *CURRENT SURVEY CONTROL
 EK0938  ______________________________________________________________________
 EK0938* NAD 83(1993) POSITION- 34 38 32.80784(N) 094 40 30.57638(W)   ADJUSTED
 EK0938* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 EK0938  ______________________________________________________________________
 EK0938  GEOID HEIGHT    -        -31.340 (meters)                     GEOID18
 EK0938  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 EK0938  HORZ ORDER      -  THIRD
 EK0938
 EK0938.The horizontal coordinates were established by classical geodetic methods
 EK0938.and adjusted by the National Geodetic Survey in November 1994.
 EK0938
 EK0938.The orthometric height was scaled from a topographic map.
 EK0938
 EK0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0938.GEOID18 height accuracy estimate available here.
 EK0938
 EK0938.Click photographs - Photos may exist for this station.
 EK0938
 EK0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0938
 EK0938. The following values were computed from the NAD 83(1993) position.
 EK0938
 EK0938;                    North         East     Units Scale Factor Converg.
 EK0938;SPC OK S     -   150,230.927   904,758.427   MT  0.99993646   +1 53 14.0
 EK0938;SPC OK S     -   492,882.63  2,968,361.61   sFT  0.99993646   +1 53 14.0
 EK0938;UTM  15      - 3,834,668.973   346,469.113   MT  0.99989054   -0 57 08.8
 EK0938
 EK0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0938!SPC OK S     -   0.99996566  x   0.99993646  =   0.99990212
 EK0938!UTM  15      -   0.99996566  x   0.99989054  =   0.99985621
 EK0938
 EK0938:                Primary Azimuth Mark                     Grid Az
 EK0938:SPC OK S     -  PIGEON                                   103 55 22.7
 EK0938:UTM  15      -  PIGEON                                   106 45 45.5
 EK0938
 EK0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4646934668(NAD 83)
 EK0938
 EK0938|---------------------------------------------------------------------|
 EK0938| PID    Reference Object                     Distance      Geod. Az  |
 EK0938|                                                           dddmmss.s |
 EK0938| EK0934 PIGEON                              APPROX.11.4 KM 1054836.7 |
 EK0938| CW9775 BIG CEDAR RM 1                       19.594 METERS 22159     |
 EK0938| CW9777 BIG CEDAR RM 3                       15.570 METERS 29458     |
 EK0938| CW9776 BIG CEDAR RM 2                       18.904 METERS 31445     |
 EK0938| CW9774 BIG CEDAR AZ MK                                    3581014.1 |
 EK0938|---------------------------------------------------------------------|
 EK0938
 EK0938                          SUPERSEDED SURVEY CONTROL
 EK0938
 EK0938  NAD 83(1986)-  34 38 32.80992(N)    094 40 30.56770(W) AD(       ) 3
 EK0938  NAD 27      -  34 38 32.44100(N)    094 40 29.76600(W) AD(       ) 3
 EK0938
 EK0938.Superseded values are not recommended for survey control.
 EK0938
 EK0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0938.See file dsdata.pdf to determine how the superseded data were derived.
 EK0938
 EK0938_MARKER: DS = TRIANGULATION STATION DISK
 EK0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0938_STAMPING: BIG CEDAR 1952
 EK0938_MARK LOGO: CGS
 EK0938_PROJECTION: FLUSH
 EK0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0938+STABILITY: SURFACE MOTION
 EK0938
 EK0938  HISTORY     - Date     Condition        Report By
 EK0938  HISTORY     - 1952     MONUMENTED       CGS
 EK0938  HISTORY     - 1959     GOOD             CGS
 EK0938  HISTORY     - 1967     GOOD             CGS
 EK0938
 EK0938                          STATION DESCRIPTION
 EK0938
 EK0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0938'THE STATION IS LOCATED ABOUT 1/4 MILE SOUTH OF THE SMALL
 EK0938'VILLAGE OF BIG CEDAR ON THE EAST RIGHT-OF-WAY OF A DIRT ROAD.
 EK0938'IT IS 22 FEET EAST OF THE CENTER OF THE ROAD AND 4 FEET
 EK0938'WEST OF A FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 EK0938'GROUND AND THE DISK IS STAMPED BIG CEDAR 1952.
 EK0938'
 EK0938'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTER OF THE
 EK0938'ROAD, 8 FEET NORTHEAST OF A POWER POLE AND 2.5 FEET EAST
 EK0938'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 EK0938'STAMPED BIG CEDAR NO 1 1952.
 EK0938'
 EK0938'REFERENCE MARK NO. 2 IS 23.5 FEET WEST OF THE CENTER OF THE
 EK0938'ROAD, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BRIDGE
 EK0938'AND 3 FEET EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 EK0938'AND THE DISK IS STAMPED BIG CEDAR NO 2 1952.
 EK0938'
 EK0938'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A DIRT
 EK0938'ROAD AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 EK0938'AND THE DISK IS STAMPED BIG CEDAR 1952.
 EK0938'
 EK0938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 EK0938'AND STATE HIGHWAY 8 IN MENA GO SOUTHWESTERLY THROUGH TOWN ON
 EK0938'THE STATE HIGHWAY 8 FOR 1.7 MILES TO THE END OF PAVEMENT,
 EK0938'CONTINUE ON THE GRAVEL, STATE HIGHWAY 8,FOR 14.15 MILES TO THE
 EK0938'OKLAHOMA-ARKANSAS STATE LINE.  CONTINUE ON THE SAME ROAD,
 EK0938'NOW OKLAHOMA STATE HIGHWAY 63, FOR 11.1 MILES TO A SIDE ROAD
 EK0938'LEFT AT THE VILLAGE OF BIG CEDAR, TURN LEFT AND GO SOUTH FOR
 EK0938'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON SOUTH
 EK0938'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 EK0938'
 EK0938'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0938
 EK0938                          STATION RECOVERY (1959)
 EK0938
 EK0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0938'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 EK0938'GOOD CONDITION.  R.M. NO. 2 WAS FOUND LYING ON ITS SIDE.
 EK0938'THE AZIMUTH MARK WAS NOT FOUND.  ACCORDING TO LOCAL INFORMATION
 EK0938'THE FENCE HAD BEEN MOVED BACK AND THE ROAD WIDENED AT THE
 EK0938'SITE OF THE MARK.  ALL INDICATIONS WERE THAT THIS MARK HAD BEEN
 EK0938'DESTROYED.
 EK0938'
 EK0938'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 63 AND 103,
 EK0938'AT BIG CEDAR, GO WEST ON STATE HIGHWAY 63 FOR 1.6 MILES TO A SIDE
 EK0938'ROAD LEFT AT A MOBILGAS SERVICE STATION, TURN LEFT AND GO
 EK0938'SOUTH FOR 0.35 MILE TO THE STATION ON THE LEFT.
 EK0938
 EK0938                          STATION RECOVERY (1967)
 EK0938
 EK0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EK0938'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EK0938'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.  THE
 EK0938'AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 EK0938'REFERENCE MARK 2 WAS FOUND LYING IN A HORIZONTAL POSITION
 EK0938'AND REFERENCE MARK 3 WAS ESTABLISHED.  FOLLOWING IS A NEW
 EK0938'AND COMPLETE DESCRIPTION.
 EK0938'
 EK0938'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST AND 1/2 MILE
 EK0938'SOUTH OF BIG CEDAR AND ON THE EAST RIGHT-OF-WAY OF A DIRT
 EK0938'ROAD.
 EK0938'
 EK0938'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 259 AND STATE
 EK0938'HIGHWAY 63 IN THE VILLAGE OF BIG CEDAR, GO WEST ON STATE
 EK0938'HIGHWAY 63 FOR 1.6 MILES TO A SIDE ROAD LEFT AT A MOBILGAS
 EK0938'SERVICE STATION ON THE LEFT.  TURN LEFT AND GO SOUTH ON DIRT
 EK0938'ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT JUST AFTER
 EK0938'CROSSING A SMALL BRIDGE.
 EK0938'
 EK0938'STATION MARK IS A STANDARD DISK, STAMPED BIG CEDAR 1952, SET
 EK0938'IN THE TOP OF A ROUND CONCRETE POST 3 INCHES BELOW THE GROUND
 EK0938'SURFACE.  IT IS 85 FEET SOUTH-SOUTHEAST OF THE EAST END OF
 EK0938'A SMALL BRIDGE, 72 FEET NORTHEAST OF A POWERLINE POLE, 21
 EK0938'FEET EAST OF THE CENTER OF THE ROAD, 4 FEET WEST OF A
 EK0938'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 EK0938'
 EK0938'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG CEDAR NO 1
 EK0938'1952, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EK0938'THE GROUND.  IT IS 20 FEET WEST OF THE CENTER OF THE ROAD,
 EK0938'8 FEET NORTHEAST OF THE POWERLINE POLE, 3 FEET EAST OF A FENCE,
 EK0938'1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT THE SAME
 EK0938'ELEVATION AS THE STATION.
 EK0938'
 EK0938'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BIG CEDAR NO
 EK0938'3 1967, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 EK0938'THE GROUND.  IT IS 56 FEET SOUTHWEST OF THE WEST END OF THE
 EK0938'SMALL BRIDGE, 24 FEET WEST OF THE CENTER OF THE ROAD, 2
 EK0938'FEET EAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST
 EK0938'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EK0938'
 EK0938'BIG CEDAR 1952 TO BIG CEDAR RM 3 = - 0.317 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1039 ***********************************************************************
 FH1039  DESIGNATION -  BIG LAKE
 FH1039  PID         -  FH1039
 FH1039  STATE/COUNTY-  OK/SEQUOYAH
 FH1039  COUNTRY     -  US
 FH1039  USGS QUAD   -  VIAN (2019)
 FH1039
 FH1039                         *CURRENT SURVEY CONTROL
 FH1039  ______________________________________________________________________
 FH1039* NAD 83(1993) POSITION- 35 25 12.61317(N) 094 57 22.81171(W)   ADJUSTED
 FH1039* NAVD 88 ORTHO HEIGHT -   139.    (meters)      456.    (feet) SCALED
 FH1039  ______________________________________________________________________
 FH1039  GEOID HEIGHT    -        -30.144 (meters)                     GEOID18
 FH1039  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 FH1039  HORZ ORDER      -  FIRST
 FH1039
 FH1039.The horizontal coordinates were established by classical geodetic methods
 FH1039.and adjusted by the National Geodetic Survey in November 1994.
 FH1039
 FH1039.The orthometric height was scaled from a topographic map.
 FH1039
 FH1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1039.GEOID18 height accuracy estimate available here.
 FH1039
 FH1039.Click photographs - Photos may exist for this station.
 FH1039
 FH1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1039
 FH1039. The following values were computed from the NAD 83(1993) position.
 FH1039
 FH1039;                    North         East     Units Scale Factor Converg.
 FH1039;SPC OK N     -    50,952.234   876,385.649   MT  1.00002982   +1 47 46.4
 FH1039;SPC OK N     -   167,165.79  2,875,275.25   sFT  1.00002982   +1 47 46.4
 FH1039;SPC OK S     -   235,657.991   876,392.481   MT  1.00004227   +1 43 39.5
 FH1039;SPC OK S     -   773,154.59  2,875,297.66   sFT  1.00004227   +1 43 39.5
 FH1039;UTM  15      - 3,921,397.774   322,386.972   MT  0.99998877   -1 08 02.9
 FH1039
 FH1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1039!SPC OK N     -   0.99998290  x   1.00002982  =   1.00001272
 FH1039!SPC OK S     -   0.99998290  x   1.00004227  =   1.00002517
 FH1039!UTM  15      -   0.99998290  x   0.99998877  =   0.99997167
 FH1039
 FH1039:                Primary Azimuth Mark                     Grid Az
 FH1039:SPC OK N     -  FOLLIET                                  162 08 55.7
 FH1039:SPC OK S     -  FOLLIET                                  162 13 02.6
 FH1039:UTM  15      -  FOLLIET                                  165 04 45.0
 FH1039
 FH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2238621397(NAD 83)
 FH1039
 FH1039|---------------------------------------------------------------------|
 FH1039| PID    Reference Object                     Distance      Geod. Az  |
 FH1039|                                                           dddmmss.s |
 FH1039| CI1153 BIG LAKE RM 1                        94.262 METERS 04107     |
 FH1039| CI1152 BIG LAKE AZ MK                                     0901709.3 |
 FH1039| CI1154 BIG LAKE RM 2                        44.009 METERS 10308     |
 FH1039| FH1035 FOLLIET                             APPROX.13.8 KM 1635642.1 |
 FH1039|---------------------------------------------------------------------|
 FH1039
 FH1039                          SUPERSEDED SURVEY CONTROL
 FH1039
 FH1039  NAD 83(1986)-  35 25 12.62226(N)    094 57 22.79931(W) AD(       ) 1
 FH1039  NAD 27      -  35 25 12.27800(N)    094 57 21.97000(W) AD(       ) 1
 FH1039
 FH1039.Superseded values are not recommended for survey control.
 FH1039
 FH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1039.See file dsdata.pdf to determine how the superseded data were derived.
 FH1039
 FH1039_MARKER: DS = TRIANGULATION STATION DISK
 FH1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1039_STAMPING: BIG LAKE 1940
 FH1039_MARK LOGO: CGS
 FH1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1039+STABILITY: SURFACE MOTION
 FH1039
 FH1039  HISTORY     - Date     Condition        Report By
 FH1039  HISTORY     - 1940     MONUMENTED       CGS
 FH1039  HISTORY     - 1959     GOOD             CGS
 FH1039
 FH1039                          STATION DESCRIPTION
 FH1039
 FH1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1039'STATION IS LOCATED IN SEQUOYAH COUNTY, ABOUT 6 MILES SSE
 FH1039'OF VIAN AND ABOUT 10 MILES SW OF SALLISAW.  IT IS ABOUT
 FH1039'200 YARDS ENE OF THE BIG LAKE SCHOOL, IN FLAT, CULTIVATED
 FH1039'FARM COUNTRY, 227 FEET W OF A CROSS ROAD AND 15 FEET N OF
 FH1039'THE CENTER LINE OF AN E-W ROAD.  IT IS AT THE S EDGE OF A
 FH1039'COTTON FIELD AND 147 FEET WNW OF A 30-INCH ELM TREE.
 FH1039'
 FH1039'SURFACE, UNDERGROUND, REFERENCE MARK NO.2 AND AZIMUTH MARKS
 FH1039'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 FH1039'
 FH1039'STATION MARK PROJECTS 5 INCHES AND IS STAMPED BIG LAKE 1940.
 FH1039'THERE IS A WHITE REFERENCE POST 4 FEET E OF THE STATION.
 FH1039'
 FH1039'REFERENCE MARK NO.1 IS A STANDARD DISK AT ABOUT THE SAME
 FH1039'ELEVATION AS THE STATION, SET IN THE W HEADWALL OF A CULVERT
 FH1039'ON A N-S ROAD.  IT IS STAMPED BIG LAKE NO.1 1940.
 FH1039'
 FH1039'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 FH1039'STATION, 15 FEET S OF THE CENTER LINE OF AN E-W ROAD AND
 FH1039'3 FEET W OF A 30-INCH ELM TREE.  IT PROJECTS 6 INCHES AND
 FH1039'IS STAMPED BIG LAKE NO.2 1940.
 FH1039'
 FH1039'AZIMUTH MARK IS 0.4 MILE E OF THE STATION, AT THE JUNCTION
 FH1039'OF AN E-W AND S ROAD.  IT IS 20 FEET N OF THE CENTER LINE
 FH1039'OF THE E-W ROAD AND 35 FEET SE OF A FARMHOUSE.  IT PROJECTS
 FH1039'8 INCHES AND IS STAMPED BIG LAKE 1940.  THERE IS A WHITE
 FH1039'REFERENCE POST NAILED TO A 20-INCH ASH TREE 22 FEET W OF
 FH1039'THE MARK.
 FH1039'
 FH1039'TO REACH THE STATION FROM SALLISAW, START AT THE POST OFFICE,
 FH1039'GO W ON U.S. HIGHWAY 64 FOR 1.0 MILE TO THE JUNCTION WITH
 FH1039'U.S. HIGHWAY 59.  GO S ON U.S. HIGHWAY 59 FOR 0.8 MILE TO
 FH1039'ROAD LEADING W.  TURN W AND GO 2.7 MILES TO THE SALLISAW
 FH1039'RIVER, FORD RIVER AND CONTINUE W FOR 0.7 MILE TO ROAD LEADING
 FH1039'S.  TURN S FOR 2.0 MILES TO A SCHOOL ON THE S SIDE OF AN
 FH1039'E-W ROAD.  TURN W FOR 4.5 MILES TO THE AZIMUTH MARK ON THE
 FH1039'N SIDE OF THE ROAD.  CONTINUE W FOR 0.4 MILE TO CROSS ROAD
 FH1039'AND STATION.
 FH1039
 FH1039                          STATION RECOVERY (1959)
 FH1039
 FH1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1039'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1039'CONDITION.  THE STATION MARK IS IN AN EAST-WEST FARM ROAD,
 FH1039'ABOUT 3-1/2 FEET NORTH OF THE CENTERLINE AND IS IN THE NORTH
 FH1039'EDGE OF THE NORTH TRACK.  THE MARK IS FLUSH WITH THE GROUND.
 FH1039'R.M. NO. 1 IS IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 FH1039'CULVERT.  R.M. NO. 2 IS 3 FEET WEST OF AN OLD STUMP AND
 FH1039'MARK PROJECTS 6 INCHES.  THE AZIMUTH MARK IS ABOUT 0.6 MILE
 FH1039'WEST OF A CROSSROAD, AT AN OLD BUILDING SITE, ABOUT 32 FEET
 FH1039'NORTH OF AN EAST-WEST FENCE LINE AND 20 FEET EAST-NORTHEAST
 FH1039'OF AN 18-INCH OAK TREE.
 FH1039'
 FH1039'TO REACH THE STATION FROM VIAN, FROM THE JUNCTION OF U.S.
 FH1039'HIGHWAY 64 AND STATE HIGHWAY 101, GO SOUTH THROUGH TOWN
 FH1039'AND CONTINUE ON MAIN GRAVEL ROAD FOR 2.6 MILES TO A
 FH1039'T-INTERSECTION, TURN LEFT AND GO EAST AND SOUTH ON MAIN
 FH1039'ROAD FOR 2.2 MILES TO CROSSROADS, TURN LEFT AND GO EAST
 FH1039'FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 FH1039'FOR 1.0 MILE TO A CONCRETE CULVERT AND R.M. NO. 1 ON THE
 FH1039'RIGHT, CONTINUE SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT,
 FH1039'TURN RIGHT FOR 0.05 MILE TO STATION IN ROAD.
 FH1039'
 FH1039'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 1.0
 FH1039'MILE, TURN RIGHT AND GO EAST FOR 1.0 MILE, TURN RIGHT AND GO
 FH1039'SOUTH FOR 1.0 MILE, TURN RIGHT AND GO WEST FOR 0.6 MILE
 FH1039'TO THE MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0988 ***********************************************************************
 EK0988  DESIGNATION -  BIG SPRINGS
 EK0988  PID         -  EK0988
 EK0988  STATE/COUNTY-  OK/CHOCTAW
 EK0988  COUNTRY     -  US
 EK0988  USGS QUAD   -  BOSWELL (2018)
 EK0988
 EK0988                         *CURRENT SURVEY CONTROL
 EK0988  ______________________________________________________________________
 EK0988* NAD 83(1993) POSITION- 34 06 52.40768(N) 095 46 43.19261(W)   ADJUSTED
 EK0988* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 EK0988  ______________________________________________________________________
 EK0988  GEOID HEIGHT    -        -29.062 (meters)                     GEOID18
 EK0988  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 EK0988  HORZ ORDER      -  FIRST
 EK0988
 EK0988.The horizontal coordinates were established by classical geodetic methods
 EK0988.and adjusted by the National Geodetic Survey in November 1994.
 EK0988
 EK0988.The orthometric height was scaled from a topographic map.
 EK0988
 EK0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0988.GEOID18 height accuracy estimate available here.
 EK0988
 EK0988.Click photographs - Photos may exist for this station.
 EK0988
 EK0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0988
 EK0988. The following values were computed from the NAD 83(1993) position.
 EK0988
 EK0988;                    North         East     Units Scale Factor Converg.
 EK0988;SPC OK S     -    88,911.029   804,918.871   MT  0.99996932   +1 15 39.1
 EK0988;SPC OK S     -   291,702.27  2,640,804.66   sFT  0.99996932   +1 15 39.1
 EK0988;UTM  15      - 3,778,345.216   243,703.767   MT  1.00040981   -1 33 33.3
 EK0988
 EK0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0988!SPC OK S     -   0.99997661  x   0.99996932  =   0.99994593
 EK0988!UTM  15      -   0.99997661  x   1.00040981  =   1.00038641
 EK0988
 EK0988:                Primary Azimuth Mark                     Grid Az
 EK0988:SPC OK S     -  KENT                                     087 42 16.9
 EK0988:UTM  15      -  KENT                                     090 31 29.3
 EK0988
 EK0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4370378345(NAD 83)
 EK0988
 EK0988|---------------------------------------------------------------------|
 EK0988| PID    Reference Object                     Distance      Geod. Az  |
 EK0988|                                                           dddmmss.s |
 EK0988| CX9737 BIG SPRINGS AZ MK                                  0703811.7 |
 EK0988| EK0985 KENT                                APPROX.14.2 KM 0885756.0 |
 EK0988| CX9738 BIG SPRINGS RM 1                     31.144 METERS 09837     |
 EK0988| EK0984 SOPER MUNICIPAL TANK                APPROX.11.5 KM 1385525.7 |
 EK0988| CX9739 BIG SPRINGS RM 2                     25.576 METERS 32859     |
 EK0988|---------------------------------------------------------------------|
 EK0988
 EK0988                          SUPERSEDED SURVEY CONTROL
 EK0988
 EK0988  NAD 83(1986)-  34 06 52.41408(N)    095 46 43.18396(W) AD(       ) 1
 EK0988  NAD 27      -  34 06 52.05400(N)    095 46 42.28000(W) AD(       ) 1
 EK0988
 EK0988.Superseded values are not recommended for survey control.
 EK0988
 EK0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0988.See file dsdata.pdf to determine how the superseded data were derived.
 EK0988
 EK0988_MARKER: DS = TRIANGULATION STATION DISK
 EK0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0988_STAMPING: BIG SPRINGS 1935
 EK0988_MARK LOGO: CGS
 EK0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0988+STABILITY: SURFACE MOTION
 EK0988
 EK0988  HISTORY     - Date     Condition        Report By
 EK0988  HISTORY     - 1935     MONUMENTED       CGS
 EK0988  HISTORY     - 1951     GOOD             CGS
 EK0988
 EK0988                          STATION DESCRIPTION
 EK0988
 EK0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0988'STATION IS ABOUT 6-1/2 MILES NW OF SOPER, 8 MILES NE OF BOSWELL,
 EK0988'12 MILES SW OF ANTLERS, NEAR THE SW CORNER OF SEC. 18, T 5 S,
 EK0988'R 15 E, ON LAND OF UNDETERMINED OWNERSHIP.  IT IS ON A HIGH
 EK0988'POINT OF A LOW HILL COVERED WITH OAK WOODS, 0.7 MILE W OF
 EK0988'A N-S SECTION LINE ROAD, 122 FEET W OF A N-S FENCE, 30 FEET
 EK0988'SW OF A TRIANGLE BLAZED 18-INCH OAK, 46 FEET WSW OF A TRIANGLE
 EK0988'BLAZED 6-INCH OAK, 28 FEET S OF A TRIANGLE BLAZED 8-INCH OAK,
 EK0988'36 FEET NE OF A TRIANGLE BLAZED 14-INCH OAK, AND PROJECTS
 EK0988'4 INCHES.
 EK0988'
 EK0988'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EK0988'DISKS SET IN CONCRETE AS DESCRIBED.
 EK0988'
 EK0988'NO AZIMUTH MARK SET DUE TO HEAVY TIMBER.
 EK0988'
 EK0988'REFERENCE MARK NO. 1 IS E OF THE STATION, 20 FEET W OF THE
 EK0988'FENCE, 168.60 FEET ESE OF REFERENCE MARK NO. 2, AND PROJECTS
 EK0988'5 INCHES.
 EK0988'
 EK0988'REFERENCE MARK NO. 2 IS NW OF THE STATION, AND PROJECTS
 EK0988'3 INCHES.
 EK0988'
 EK0988'STATION IS BEST REACHED FROM ANTLERS AS FOLLOWS--GO S ON
 EK0988'U.S. HIGHWAY 271 FROM ITS JUNCTION WITH STATE HIGHWAY 19
 EK0988'FOR 7.3 MILES, TURN W ON DIRT ROAD, GO 8.1 MILES, TURN S,
 EK0988'GO 0.7 MILE TO A GAP IN THE WIRE FENCE ON THE W SIDE OF
 EK0988'THE ROAD.  PASS THROUGH THE GAP, GO DUE W ACROSS FIELD 0.3
 EK0988'MILE TO A FENCE.  FOLLOW S ALONG FENCE 0.15 MILE, PASS THROUGH
 EK0988'A GAP IN THE FENCE AND CONTINUE S ALONG FENCE 0.15 MILE TO
 EK0988'A TRIANGLE BLAZED OAK.  FROM HERE GO IN A GENERAL WESTERLY
 EK0988'DIRECTION FOLLOWING BLAZES 0.4 MILE TO THE N-S FENCE AND
 EK0988'THE STATION, 122 FEET W.
 EK0988'
 EK0988'ALL LIGHTS COME INTO VIEW AT 64 FEET.
 EK0988
 EK0988                          STATION RECOVERY (1951)
 EK0988
 EK0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0988'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE
 EK0988'IN GOOD CONDITION.  A 1951 AZIMUTH MARK WAS SET.
 EK0988'
 EK0988'A NEW DESCRIPTION FOLLOWS.
 EK0988'
 EK0988'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF BOSWELL,
 EK0988'7-1/4 MILES NORTHWEST OF SOPER AND ON A LOW OAK COVERED
 EK0988'RIDGE.  IT IS 36 FEET NORTHEAST OF A 14 INCH OAK TREE WITH
 EK0988'A TRIANGLE BLAZE AND 28 FEET SOUTH OF A 10 INCH OAK TREE WITH A
 EK0988'TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 EK0988'IS STAMPED BIG SPRINGS 1935.
 EK0988'
 EK0988'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  THE MARK PROJECTS
 EK0988'6 INCHES AND THE DISK IS STAMPED BIG SPRINGS NO 1 1935.
 EK0988'
 EK0988'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION.
 EK0988'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG SPRINGS
 EK0988'NO 2 1935.
 EK0988'
 EK0988'AZIMUTH MARK IS ABOUT 0.65 MILE EAST-NORTHEAST OF THE STATION.
 EK0988'IT IS 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 EK0988'OF TWO SMALL LOG BARNS, 7.5 FEET SOUTHWEST OF A GROUP OF
 EK0988'5 SMALL PECAN TREES AND 3 FEET WEST OF A WITNESS POST.  THE
 EK0988'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG SPRINGS
 EK0988'1951.
 EK0988'
 EK0988'TO REACH FROM THE JUNCTION OF HIGHWAYS 271 AND 70 IN THE
 EK0988'CENTER OF HUGO, GO WEST ON HIGHWAYS 271 AND 70 FOR 6.95
 EK0988'MILES TO THEIR JUNCTION, TAKE THE LEFT FORK AND GO NORTH ON
 EK0988'HIGHWAY 271 FOR 6.0 MILES TO A SIDE ROAD LEFT AT A SIGN
 EK0988'TO NELSON, TURN LEFT (WEST) - ON GRAVELED ROAD FOR 8.0 MILES
 EK0988'TO A SIDE ROAD LEFT AT A HOUSE ON THE RIGHT AND A LARGE
 EK0988'OAK TREE AND SEVERAL MAIL BOXES ON THE LEFT, TURN LEFT (SOUTH)
 EK0988'0.6 MILE TO AN OLD HOUSE ON THE RIGHT, (AZIMUTH MARK IS
 EK0988'SOUTHWEST OF THE SOUTH OF TWO SMALL LOG BARNS JUST WEST OF
 EK0988'HOUSE) TURN RIGHT THROUGH GATE AND GO WEST ACROSS FIELD
 EK0988'0.45 TO FENCE AT EDGE OF WOODS, TURN LEFT AND FOLLOW THE
 EK0988'FENCE SOUTHWEST AND SOUTH FOR 0.2 MILE TO A GATE, PASS
 EK0988'THROUGH GATE AND CONTINUE SOUTH ALONG THE FENCE FOR 0.15 MILE
 EK0988'TO FORKS IN WOODS ROAD, TAKE RIGHT FORK AND GO WESTERLY ON
 EK0988'MAIN WOODS ROAD 0.3 MILE TO FORKS, TAKE LEFT FORK 0.05 MILE
 EK0988'TO THE STATION ON THE RIGHT.
 EK0988'
 EK0988'OBSERVATIONS TAKEN FROM A 77 FT. STEEL TOWER
 EK0988'
 EK0988'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 EK0988'
 EK0988'THE 1951 DIRECTION TO THE REFERENCE MARKS DID NOT CHECK WITH
 EK0988'THE 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0687 ***********************************************************************
 GH0687  DESIGNATION -  BILLINGS MUNICIPAL TANK
 GH0687  PID         -  GH0687
 GH0687  STATE/COUNTY-  OK/NOBLE
 GH0687  COUNTRY     -  US
 GH0687  USGS QUAD   -  BILLINGS (2018)
 GH0687
 GH0687                         *CURRENT SURVEY CONTROL
 GH0687  ______________________________________________________________________
 GH0687* NAD 83(1993) POSITION- 36 31 41.08600(N) 097 26 39.25097(W)   ADJUSTED
 GH0687  ______________________________________________________________________
 GH0687  GEOID HEIGHT    -        -28.411 (meters)                     GEOID18
 GH0687  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 GH0687  HORZ ORDER      -  THIRD
 GH0687
 GH0687.The horizontal coordinates were established by classical geodetic methods
 GH0687.and adjusted by the National Geodetic Survey in November 1994.
 GH0687
 GH0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0687.GEOID18 height accuracy estimate available here.
 GH0687
 GH0687.Click photographs - Photos may exist for this station.
 GH0687
 GH0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0687
 GH0687. The following values were computed from the NAD 83(1993) position.
 GH0687
 GH0687;                    North         East     Units Scale Factor Converg.
 GH0687;SPC OK N     -   169,689.879   649,771.484   MT  0.99996516   +0 19 40.7
 GH0687;SPC OK N     -   556,724.21  2,131,791.94   sFT  0.99996516   +0 19 40.7
 GH0687;UTM  14      - 4,043,648.468   639,281.533   MT  0.99983901   +0 55 34.2
 GH0687
 GH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3928143648(NAD 83)
 GH0687
 GH0687                          SUPERSEDED SURVEY CONTROL
 GH0687
 GH0687  NAD 83(1986)-  36 31 41.09539(N)    097 26 39.23954(W) AD(       ) 3
 GH0687  NAD 27      -  36 31 40.97635(N)    097 26 38.07643(W) AD(       ) 3
 GH0687
 GH0687.Superseded values are not recommended for survey control.
 GH0687
 GH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0687.See file dsdata.pdf to determine how the superseded data were derived.
 GH0687
 GH0687_MARKER: 53 = ELEVATED TANK
 GH0687
 GH0687  HISTORY     - Date     Condition        Report By
 GH0687  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0687
 GH0687                          STATION DESCRIPTION
 GH0687
 GH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0687'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH, ELEVATED
 GH0687'TANK, LOCATED 1 BLOCK SOUTH OF MAIN STREET AND ABOUT 50 FEET
 GH0687'WEST OF CENTRAL AVENUE IN BILLINGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0939 ***********************************************************************
 EK0939  DESIGNATION -  BILLY
 EK0939  PID         -  EK0939
 EK0939  STATE/COUNTY-  OK/LE FLORE
 EK0939  COUNTRY     -  US
 EK0939  USGS QUAD   -  BIG CEDAR (2018)
 EK0939
 EK0939                         *CURRENT SURVEY CONTROL
 EK0939  ______________________________________________________________________
 EK0939* NAD 83(1993) POSITION- 34 42 33.73508(N) 094 40 37.58154(W)   ADJUSTED
 EK0939* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 EK0939  ______________________________________________________________________
 EK0939  GEOID HEIGHT    -        -31.436 (meters)                     GEOID18
 EK0939  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 EK0939  HORZ ORDER      -  SECOND
 EK0939
 EK0939.The horizontal coordinates were established by classical geodetic methods
 EK0939.and adjusted by the National Geodetic Survey in November 1994.
 EK0939
 EK0939.The orthometric height was scaled from a topographic map.
 EK0939
 EK0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0939.GEOID18 height accuracy estimate available here.
 EK0939
 EK0939.Click photographs - Photos may exist for this station.
 EK0939
 EK0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0939
 EK0939. The following values were computed from the NAD 83(1993) position.
 EK0939
 EK0939;                    North         East     Units Scale Factor Converg.
 EK0939;SPC OK S     -   157,644.782   904,335.791   MT  0.99993832   +1 53 10.1
 EK0939;SPC OK S     -   517,206.26  2,966,975.01   sFT  0.99993832   +1 53 10.1
 EK0939;UTM  15      - 3,842,094.317   346,414.395   MT  0.99989074   -0 57 18.6
 EK0939
 EK0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0939!SPC OK S     -   0.99988767  x   0.99993832  =   0.99982600
 EK0939!UTM  15      -   0.99988767  x   0.99989074  =   0.99977842
 EK0939
 EK0939:                Primary Azimuth Mark                     Grid Az
 EK0939:SPC OK S     -  BILLY AZ MK                              267 09 34.4
 EK0939:UTM  15      -  BILLY AZ MK                              270 00 03.1
 EK0939
 EK0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4641442094(NAD 83)
 EK0939
 EK0939|---------------------------------------------------------------------|
 EK0939| PID    Reference Object                     Distance      Geod. Az  |
 EK0939|                                                           dddmmss.s |
 EK0939| CW9779 BILLY RM 1                           26.468 METERS 00834     |
 EK0939| CW9780 BILLY RM 2                           13.493 METERS 09132     |
 EK0939| CW9778 BILLY AZ MK                                        2690244.5 |
 EK0939|---------------------------------------------------------------------|
 EK0939
 EK0939                          SUPERSEDED SURVEY CONTROL
 EK0939
 EK0939  NAD 83(1986)-  34 42 33.73692(N)    094 40 37.57289(W) AD(       ) 2
 EK0939  NAD 27      -  34 42 33.36900(N)    094 40 36.76600(W) AD(       ) 2
 EK0939
 EK0939.Superseded values are not recommended for survey control.
 EK0939
 EK0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0939.See file dsdata.pdf to determine how the superseded data were derived.
 EK0939
 EK0939_MARKER: DS = TRIANGULATION STATION DISK
 EK0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0939_STAMPING: BILLY 1952
 EK0939_MARK LOGO: CGS
 EK0939_PROJECTION: PROJECTING 10 CENTIMETERS
 EK0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0939+STABILITY: SURFACE MOTION
 EK0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0939+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2011
 EK0939
 EK0939  HISTORY     - Date     Condition        Report By
 EK0939  HISTORY     - 1952     MONUMENTED       CGS
 EK0939  HISTORY     - 1959     GOOD             CGS
 EK0939  HISTORY     - 1959     GOOD             CGS
 EK0939  HISTORY     - 20111216 GOOD             GUYENG
 EK0939
 EK0939                          STATION DESCRIPTION
 EK0939
 EK0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0939'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF BIG CEDAR
 EK0939'VILLAGE, IN THE OUACHITA NATIONAL FORREST AND ON WINDING
 EK0939'STAIR MOUNTAIN.  IT IS 53 FEET SOUTHWEST OF SOUTHWEST CORNER
 EK0939'OF A HOUSE, 45 FEET WEST OF THE NORTHWEST LEG OF WINDING STAIR
 EK0939'FIRE LOOKOUT TOWER AND 4.5 FEET WEST OF A WITNESS POST.
 EK0939'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BILLY 1952.
 EK0939'
 EK0939'REFERENCE MARK NO. 1 IS 52 FEET NORTHWEST OF THE NORTHWEST CORNER
 EK0939'OF THE HOUSE, 48 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EK0939'A TOOL SHED AND IN LINE BETWEEN THE STATION MARK AND THE
 EK0939'TOOL SHED.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 EK0939'BILLY NO 1 1952.
 EK0939'
 EK0939'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE SOUTHWEST CORNER
 EK0939'OF THE HOUSE AND 1 FOOT SOUTHWEST OF THE NORTHWEST LEG OF
 EK0939'THE LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK
 EK0939'IS STAMPED BILLY NO 2 1952.
 EK0939'
 EK0939'THE AZIMUTH MARK IS 13 FEET SOUTH OF THE CENTER OF THE GRAVEL
 EK0939'ROAD LEADING UP THE MOUNTAIN AND 2.5 FEET EAST OF A WITNESS
 EK0939'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EK0939'BILLY 1952.
 EK0939'
 EK0939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 EK0939'AND STATE HIGHWAY 8 IN MENA, GO NORTH ON U.S. HIGHWAY 71 FOR
 EK0939'5.4 MILES TO WHERE U.S. HIGHWAY 270 JOINS U.S. HIGHWAY 71.
 EK0939'TAKE THE LEFT OF THE TWO ROADS AND GO NORTH AND THEN WESTERLY ON
 EK0939'U.S. HIGHWAY 270,A GRAVEL ROAD, FOR 22.0 MILES TO A SIDE ROAD
 EK0939'LEFT AND A SIGN, WINDING STAIR FIRE LOOKOUT TOWER. , TURN LEFT
 EK0939'AND GO SOUTHERLY FOR 5.55 MILES TO WHERE THE ROAD FORKS, TAKE
 EK0939'THE RIGHT FORK AND GO 2.15 MILES TO A REVERSE FORK, TURN SHARP
 EK0939'LEFT AND FOLLOW THE WINDING ROAD UP THE MOUNTAIN FOR 0.9 MILE
 EK0939'TO THE TOP OF THE MOUNTAIN AND THE AZIMUTH MARK ON THE
 EK0939'RIGHT, CONTINUE ON NORTH FOR 0.3 MILE TO THE STATION ON THE
 EK0939'RIGHT AS DESCRIBED.
 EK0939'
 EK0939'A 4 FOOT SIGNAL AT STATION KIAMICHI IS V.G.
 EK0939'
 EK0939'A 4 FOOT SIGNAL AT STATION WINDING STAIR 1919 IS VG.
 EK0939'
 EK0939'A 4 FOOT SIGNAL AT STATION BLACK 1919 IS VG.
 EK0939'
 EK0939'A 64 FOOT SIGNAL AT STATION PIGEON IS VG.
 EK0939'
 EK0939'A 37 FOOT SIGNAL AT STATION CUCUMBER IS VG.
 EK0939'
 EK0939'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0939
 EK0939                          STATION RECOVERY (1959)
 EK0939
 EK0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 EK0939'THE STATION, BOTH REFERENCE MARKS AND WINDING STAIR LOOKOUT
 EK0939'TOWER WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 EK0939'WAS NOT SEARCHED FOR.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 EK0939'
 EK0939'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 EK0939'VERIFIED.
 EK0939
 EK0939                          STATION RECOVERY (1959)
 EK0939
 EK0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0939'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0939'CONDITION.  DUE TO SOME ROAD IMPROVEMENT A NEW DESCRIPTION TO
 EK0939'REACH THE STATION FOLLOWS-- TO REACH FROM THE JUNCTION OF U.S.
 EK0939'HIGHWAY 59 AND 270 AND STATE HIGHWAY 130 FOR 4.45 MILES TO
 EK0939'CROSSROADS AND SIGN WINDING STAIR LOOKOUT TOWER, TURN RIGHT
 EK0939'AND FOLLOW FORREST SERVICE ROAD FOR 2.3 MILES TO A REVERSE FORK
 EK0939'ON LEFT, TURN SHARP LEFT AND GO 0.9 MILE TO THE AZIMUTH MARK ON
 EK0939'THE RIGHT, CONTINUE FOR 0.35 MILE TO THE LOOKOUT TOWER AND
 EK0939'STATION.
 EK0939
 EK0939                          STATION RECOVERY (2011)
 EK0939
 EK0939'RECOVERY NOTE BY GUY ENGINEERING SERVICES INC 2011 (JW)
 EK0939'THE WINDING STAIR FIRE TOWER, HOUSE, AND TOOL SHED DESCRIBED IN THE
 EK0939'REFERENCE NOTES HAVE ALL BEEN DESTROYED. HOWEVER, THE CONCRETE
 EK0939'FOOTINGS FOR THE FIRE TOWER ARE STILL IN PLACE. WE MEASURED 45' TO THE
 EK0939'NORTHWEST TOWER FOOTING AND 49' TO THE SOUTHWEST FOOTING. WE ALSO
 EK0939'CREATED A STONE CAIRN APPROXIMATELY 4' DIAMETER X 3' HIGH, 10.5' NORTH
 EK0939'OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0703 ***********************************************************************
 EL0703  DESIGNATION -  BIRCH
 EL0703  PID         -  EL0703
 EL0703  STATE/COUNTY-  OK/PITTSBURG
 EL0703  COUNTRY     -  US
 EL0703  USGS QUAD   -  WARDVILLE (2019)
 EL0703
 EL0703                         *CURRENT SURVEY CONTROL
 EL0703  ______________________________________________________________________
 EL0703* NAD 83(1993) POSITION- 34 43 17.37834(N) 096 01 28.48555(W)   ADJUSTED
 EL0703* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 EL0703  ______________________________________________________________________
 EL0703  GEOID HEIGHT    -        -28.959 (meters)                     GEOID18
 EL0703  LAPLACE CORR    -         -7.57  (seconds)                    DEFLEC18
 EL0703  HORZ ORDER      -  THIRD
 EL0703
 EL0703.The horizontal coordinates were established by classical geodetic methods
 EL0703.and adjusted by the National Geodetic Survey in November 1994.
 EL0703
 EL0703.The orthometric height was scaled from a topographic map.
 EL0703
 EL0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0703.GEOID18 height accuracy estimate available here.
 EL0703
 EL0703.Click photographs - Photos may exist for this station.
 EL0703
 EL0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0703
 EL0703. The following values were computed from the NAD 83(1993) position.
 EL0703
 EL0703;                    North         East     Units Scale Factor Converg.
 EL0703;SPC OK S     -   155,750.241   780,918.796   MT  0.99993880   +1 07 16.6
 EL0703;SPC OK S     -   510,990.58  2,562,064.42   sFT  0.99993880   +1 07 16.6
 EL0703;UTM  14      - 3,846,190.420   772,472.147   MT  1.00051515   +1 41 44.9
 EL0703;UTM  15      - 3,846,324.843   223,024.716   MT  1.00054566   -1 43 25.9
 EL0703
 EL0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0703!SPC OK S     -   0.99996058  x   0.99993880  =   0.99989938
 EL0703!UTM  14      -   0.99996058  x   1.00051515  =   1.00047571
 EL0703!UTM  15      -   0.99996058  x   1.00054566  =   1.00050622
 EL0703
 EL0703:                Primary Azimuth Mark                     Grid Az
 EL0703:SPC OK S     -  BIRCH AZ MK                              264 01 09.9
 EL0703:UTM  14      -  BIRCH AZ MK                              263 26 41.6
 EL0703:UTM  15      -  BIRCH AZ MK                              266 51 52.4
 EL0703
 EL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7247246190(NAD 83)
 EL0703
 EL0703|---------------------------------------------------------------------|
 EL0703| PID    Reference Object                     Distance      Geod. Az  |
 EL0703|                                                           dddmmss.s |
 EL0703| CX9744 BIRCH RM 1                            5.793 METERS 25030     |
 EL0703| CX9743 BIRCH AZ MK                                        2650826.5 |
 EL0703| CX9745 BIRCH RM 2                            6.152 METERS 32611     |
 EL0703|---------------------------------------------------------------------|
 EL0703
 EL0703                          SUPERSEDED SURVEY CONTROL
 EL0703
 EL0703  NAD 83(1986)-  34 43 17.38210(N)    096 01 28.48001(W) AD(       ) 3
 EL0703  NAD 27      -  34 43 17.04250(N)    096 01 27.47830(W) AD(       ) 3
 EL0703
 EL0703.Superseded values are not recommended for survey control.
 EL0703
 EL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0703.See file dsdata.pdf to determine how the superseded data were derived.
 EL0703
 EL0703_MARKER: DS = TRIANGULATION STATION DISK
 EL0703_SETTING: 80 = SET IN A BOULDER
 EL0703_STAMPING: BIRCH 1955
 EL0703_MARK LOGO: CGS
 EL0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0703+STABILITY: SURFACE MOTION
 EL0703
 EL0703  HISTORY     - Date     Condition        Report By
 EL0703  HISTORY     - 1955     MONUMENTED       CGS
 EL0703
 EL0703                          STATION DESCRIPTION
 EL0703
 EL0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0703'THE STATION IS LOCATED ABOUT 7 MILES WEST OF KIOWA, 5 MILES
 EL0703'NORTH OF WARDVILLE AND 4 MILES SOUTHEAST OF ASHLAND.  IT IS
 EL0703'ON A PROMINENT, TIMBERED POINT ON A HIGH RIDGE THAT LIES
 EL0703'JUST WEST OF THE HEAD OF BIRCH CREEK.
 EL0703'
 EL0703'THE STATION MARK IS A STANDARD DISK STAMPED BIRCH 1955 SET
 EL0703'IN A DRILL HOLE IN AN OUTCROPPING BOULDER THAT PROJECTS ABOUT
 EL0703'6 INCHES ABOVE THE GROUND.  THE MARK IS 35.0 FEET NORTH OF
 EL0703'THE SOUTH EDGE OF THE HILL, 11.0 FEET NORTH NORTHEAST OF A
 EL0703'WHITE WITNESS POST.
 EL0703'
 EL0703'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BIRCH
 EL0703'NO 1 1955 SET IN A DRILL HOLE IN AN OUTCROPPING BOULDER THAT
 EL0703'IS 4 FEET IN DIAMETER AND IT PROJECTS 2 INCHES ABOVE THE
 EL0703'GROUND.  THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 EL0703'
 EL0703'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BIRCH
 EL0703'NO 2 1955 SET IN A DRILL HOLE IN AN OUTCROPPING BOULDER
 EL0703'THAT IS 4 FEET BY 5 FEET AND IT PROJECTS 3 INCHES ABOVE
 EL0703'THE GROUND.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 EL0703'STATION.
 EL0703'
 EL0703'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIRCH 1955 SET
 EL0703'IN A DRILL HOLE IN A BOULDER THAT IS 3 FEET IN DIAMETER
 EL0703'AND IT IS FLUSH WITH THE GROUND.  THE MARK IS AT THE WEST
 EL0703'EDGE OF AN OPEN PASTURE AND AT THE EAST EDGE OF THE TIMBER,
 EL0703'IT IS 5.0 FEET NORTH OF A TRACK ROAD AND 4.0 FEET EAST OF
 EL0703'A SMALL CAIRN.
 EL0703'
 EL0703'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KIOWA,
 EL0703'AT THE DRUG STORE AND GREYHOUND BUS DEPOT, GO NORTH ON AN OLD
 EL0703'HIGHWAY FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT, WEST, CROSSING
 EL0703'THE RAILROAD TRACKS AND CONTINUE ON THE MAIN ROAD FOR 4.5
 EL0703'MILES TO A ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST
 EL0703'AND NORTH ON THE MAIN ROAD FOR 1.9 MILES TO A FORK.  TAKE THE
 EL0703'LEFT FORK AND CONTINUE WEST FOR 1.0 MILE TO A SIDE ROAD AND
 EL0703'A STONE MAIL BOX ON THE RIGHT.  CONTINUE WEST, STRAIGHT
 EL0703'AHEAD, FOR ABOUT 50 YARDS TO A GATE ON THE LEFT.  TURN LEFT
 EL0703'THROUGH THE GATE AND FOLLOW AN OLD TRACK ROAD SOUTH
 EL0703'SOUTHWEST FOR 0.4 MILE TO A LARGE OPENING IN THE TIMBER.  FROM
 EL0703'HERE GO SOUTH ACROSS THE OPENING TO THE CREST OF A RIDGE THEN
 EL0703'TURN LEFT AND FOLLOW AN OLD TRACK ROAD SOUTHEASTERLY THROUGH
 EL0703'THE TIMBER FOR 0.3 MILE TO ANOTHER OPENING AND THE AZIMUTH MARK
 EL0703'AS DESCRIBED.  FROM THE AZIMUTH MARK GO IN AN EASTERLY
 EL0703'DIRECTION CROSSING THE OPENING FOR 0.2 MILE TO THE STATION AS
 EL0703'DESCRIBED.
 EL0703'
 EL0703'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0387 ***********************************************************************
 GH0387  DESIGNATION -  BISON
 GH0387  PID         -  GH0387
 GH0387  STATE/COUNTY-  OK/GARFIELD
 GH0387  COUNTRY     -  US
 GH0387  USGS QUAD   -  BISON (2018)
 GH0387
 GH0387                         *CURRENT SURVEY CONTROL
 GH0387  ______________________________________________________________________
 GH0387* NAD 83(1993) POSITION- 36 12 03.15825(N) 097 53 22.97714(W)   ADJUSTED
 GH0387* NAVD 88 ORTHO HEIGHT -   383.397 (meters)     1257.86  (feet) ADJUSTED
 GH0387  ______________________________________________________________________
 GH0387  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 GH0387  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 GH0387  DYNAMIC HEIGHT  -        383.055 (meters)     1256.74  (feet) COMP
 GH0387  MODELED GRAVITY -    979,728.8   (mgal)                       NAVD 88
 GH0387
 GH0387  HORZ ORDER      -  THIRD
 GH0387  VERT ORDER      -  FIRST     CLASS II
 GH0387
 GH0387.The horizontal coordinates were established by classical geodetic methods
 GH0387.and adjusted by the National Geodetic Survey in November 1994.
 GH0387
 GH0387.The orthometric height was determined by differential leveling and
 GH0387.adjusted by the NATIONAL GEODETIC SURVEY
 GH0387.in June 1991.
 GH0387
 GH0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0387.GEOID18 height accuracy estimate available here.
 GH0387
 GH0387.Click photographs - Photos may exist for this station.
 GH0387
 GH0387.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0387
 GH0387.The dynamic height is computed by dividing the NAVD 88
 GH0387.geopotential number by the normal gravity value computed on the
 GH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0387.degrees latitude (g = 980.6199 gals.).
 GH0387
 GH0387.The modeled gravity was interpolated from observed gravity values.
 GH0387
 GH0387. The following values were computed from the NAD 83(1993) position.
 GH0387
 GH0387;                    North         East     Units Scale Factor Converg.
 GH0387;SPC OK N     -   133,246.536   609,917.803   MT  0.99994558   +0 03 54.3
 GH0387;SPC OK N     -   437,159.68  2,001,038.66   sFT  0.99994558   +0 03 54.3
 GH0387;UTM  14      - 4,006,800.290   599,814.783   MT  0.99972276   +0 39 20.9
 GH0387
 GH0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0387!SPC OK N     -   0.99994416  x   0.99994558  =   0.99988975
 GH0387!UTM  14      -   0.99994416  x   0.99972276  =   0.99966694
 GH0387
 GH0387:                Primary Azimuth Mark                     Grid Az
 GH0387:SPC OK N     -  BISON AZ MK                              077 46 41.1
 GH0387:UTM  14      -  BISON AZ MK                              077 11 14.5
 GH0387
 GH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9981406800(NAD 83)
 GH0387
 GH0387|---------------------------------------------------------------------|
 GH0387| PID    Reference Object                     Distance      Geod. Az  |
 GH0387|                                                           dddmmss.s |
 GH0387| GH0386 BISON AZ MK                                        0775035.4 |
 GH0387| GH0388 BISON RM 1                           11.283 METERS 17615     |
 GH0387| GH0389 BISON RM 2                           11.671 METERS 27257     |
 GH0387| GH0807 WAUKOMIS MUNICIPAL STANDPIPE        APPROX. 8.5 KM 3540031.8 |
 GH0387|---------------------------------------------------------------------|
 GH0387
 GH0387                          SUPERSEDED SURVEY CONTROL
 GH0387
 GH0387  NAD 83(1986)-  36 12 03.16349(N)    097 53 22.96466(W) AD(       ) 3
 GH0387  NAD 27      -  36 12 03.03475(N)    097 53 21.76078(W) AD(       ) 3
 GH0387  NGVD 29 (??/??/92)  383.264  (m)         1257.43   (f) SUPERSEDED  1 2
 GH0387  NGVD 29 (04/22/92)  383.222  (m)         1257.29   (f) ADJUSTED    1 2
 GH0387  NGVD 29             383.26   (m)         1257.4    (f) LEVELING    3  
 GH0387
 GH0387.Superseded values are not recommended for survey control.
 GH0387
 GH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0387.See file dsdata.pdf to determine how the superseded data were derived.
 GH0387
 GH0387_MARKER: DS = TRIANGULATION STATION DISK
 GH0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0387_STAMPING: BISON 1951
 GH0387_MARK LOGO: CGS
 GH0387_PROJECTION: PROJECTING 4 CENTIMETERS
 GH0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0387+STABILITY: SURFACE MOTION
 GH0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0387+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2009
 GH0387
 GH0387  HISTORY     - Date     Condition        Report By
 GH0387  HISTORY     - 1951     MONUMENTED       CGS
 GH0387  HISTORY     - 1953     GOOD             CGS
 GH0387  HISTORY     - 1953     GOOD             CGS
 GH0387  HISTORY     - 1985     GOOD             NGS
 GH0387  HISTORY     - 20090126 GOOD             OKDOT
 GH0387
 GH0387                          STATION DESCRIPTION
 GH0387
 GH0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0387'THE STATION IS LOCATED ABOUT 0.3 MILE NORTH OF THE POST OFFICE IN
 GH0387'BISON IN NORTHEAST CORNER OF A CULTIVATED FIELD, 31 FEET WEST OF THE
 GH0387'CENTER OF A DIRT ROAD AND 4 FEET SOUTHWEST OF A T FENCE CORNER AND
 GH0387'WITNESS POST.  IT IS STAMPED BISON 1951 AND PROJECTS 4 INCHES.
 GH0387'
 GH0387'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD, 28
 GH0387'FEET WEST OF THE CENTER OF A DIRT ROAD, 4 FEET SOUTH OF THE SOUTH
 GH0387'END OF A WIRE GATE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 GH0387'IS STAMPED BISON NO. 1 1951 AND PROJECTS 2 INCHES.
 GH0387'
 GH0387'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED FIELD, 41
 GH0387'FEET WEST OF A T FENCE CORNER AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 GH0387'LINE.  IT IS STAMPED BISON NO. 2 1951 AND PROJECTS 3 INCHES.
 GH0387'
 GH0387'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. NO. 2 IS 56.29 FEET.
 GH0387'
 GH0387'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET EAST OF THE
 GH0387'CENTER OF U. S. HIGHWAY 81, 18 FEET SOUTH OF THE CENTER OF A DIRT
 GH0387'ROAD AND 7 FEET NORTH OF A FENCE CORNER.  IT IS A STANDARD DISK SET
 GH0387'IN THE CONCRETE IN A DRILL HOLE IN THE SOUTH HEADWALL OF A
 GH0387'CONCRETE CULVERT AND IS STAMPED BISON 1951.
 GH0387'
 GH0387'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE POST
 GH0387'OFFICE IN BISON, GO NORTH ON DIRT ROAD FOR 0.3 MILE TO STATION ON
 GH0387'LEFT AS DESCRIBED.  (CONTINUE NORTH FOR 0.15 MILE TO A CROSSROAD,
 GH0387'TURN RIGHT AND GO EAST FOR 0.15 MILE TO U. S. HIGHWAY 81 AND
 GH0387'AZIMUTH MARK JUST EAST AS DESCRIBED.
 GH0387
 GH0387                          STATION RECOVERY (1953)
 GH0387
 GH0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (R)
 GH0387'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BISON, AT
 GH0387'THE NORTHEAST CORNER OF A CULTIVATED FIELD, AT THE SOUTHEAST CORNER
 GH0387'OF A PASTURE, 31 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 GH0387'ROAD, 3 FEET WEST OF A FENCE, 3 FEET SOUTH OF A FENCE LEADING
 GH0387'WEST, 3.6 FEET SOUTHWEST OF A WITNESS POST, A TRIANGULATION
 GH0387'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 GH0387'FOOT ABOVE THE GROUND, STAMPED BISON 1951.
 GH0387'
 GH0387'BISON R. M. 1 IS 37.0 FEET SOUTH OF TRIANGULATION STATION BISON
 GH0387'1951, 29 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4
 GH0387'FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 1 FOOT WEST OF A
 GH0387'FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 GH0387'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  STAMPED BISON NO 1 1951.
 GH0387'
 GH0387'BISON R. M. 2 IS 41.0 FEET WEST OF TRIANGULATION STATION BISON
 GH0387'1951, 72 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 44
 GH0387'FEET WEST OF A FENCE, 0.6 FOOT SOUTH OF A FENCE LEADING WEST, A
 GH0387'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GH0387'PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED BISON NO 2 1951.
 GH0387'
 GH0387'BISON 1951 AZIMUTH IS 0.2 MILE NORTH OF TRIANGULATION STATION BISON
 GH0387'1951, AT A ROAD CROSSING ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0387'RAILROAD, 164 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 30 FEET
 GH0387'EAST OF THE CENTER LINE OF U. S. HIGHWAY 81, 17 FEET SOUTH OF THE
 GH0387'CENTER LINE OF AN EAST AND WEST DIRT ROAD, AN AZIMUTH MARK DISK
 GH0387'SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE PIPE
 GH0387'CULVERT, STAMPED BISON 1951.
 GH0387
 GH0387                          STATION RECOVERY (1953)
 GH0387
 GH0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GH0387'0.3 MI N FROM BISON.
 GH0387'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BISON,
 GH0387'ON TOP OF A SMALL RIDGE, AT THE NORTHEAST CORNER OF A CULTIVATED
 GH0387'FIELD, AT THE SOUTHEAST CORNER OF A PASTURE, 31 FEET WEST OF
 GH0387'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 3 FEET WEST OF A
 GH0387'FENCE, 3 FEET SOUTH OF A FENCE LEADING WEST, 3.6 FEET SOUTHWEST
 GH0387'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0387'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GH0387
 GH0387                          STATION RECOVERY (1985)
 GH0387
 GH0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.58 KM (0.36
 GH0387'MI) NORTH ALONG FIRST STREET FROM THE JUNCTION OF MAIN STREET AT
 GH0387'BISON, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, ON TOP OF A
 GH0387'SMALL RIDGE, 0.24 KM (0.15 MI) SOUTH OF THE JUNCTION OF A GRAVEL
 GH0387'SECTION LINE ROAD, 9.4 METERS (31 FT) WEST OF THE CENTER OF THE
 GH0387'STREET, 11.7 METERS (38.3 FT) EAST OF RM 2, 11.3 METERS (37 FT) NORTH
 GH0387'OF RM 1, 0.9 METER (3 FT) SOUTH OF A EAST-WEST FENCE AND 0.9 METER (3
 GH0387'FT) WEST OF THE NORTH-SOUTH FENCE.
 GH0387'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 GH0387'THE MARK IS 1.0 M ABOVE THE STREET.
 GH0387
 GH0387                          STATION RECOVERY (2009)
 GH0387
 GH0387'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0809 ***********************************************************************
 EL0809  DESIGNATION -  BISON
 EL0809  PID         -  EL0809
 EL0809  STATE/COUNTY-  OK/PONTOTOC
 EL0809  COUNTRY     -  US
 EL0809  USGS QUAD   -  STONEWALL (2018)
 EL0809
 EL0809                         *CURRENT SURVEY CONTROL
 EL0809  ______________________________________________________________________
 EL0809* NAD 83(1993) POSITION- 34 44 07.93550(N) 096 36 48.11477(W)   ADJUSTED
 EL0809* NAVD 88 ORTHO HEIGHT -   307.    (meters)     1007.    (feet) SCALED
 EL0809  ______________________________________________________________________
 EL0809  GEOID HEIGHT    -        -26.464 (meters)                     GEOID18
 EL0809  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC18
 EL0809  HORZ ORDER      -  SECOND
 EL0809
 EL0809.The horizontal coordinates were established by classical geodetic methods
 EL0809.and adjusted by the National Geodetic Survey in November 1994.
 EL0809
 EL0809.The orthometric height was scaled from a topographic map.
 EL0809
 EL0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0809.GEOID18 height accuracy estimate available here.
 EL0809
 EL0809.Click photographs - Photos may exist for this station.
 EL0809
 EL0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0809
 EL0809. The following values were computed from the NAD 83(1993) position.
 EL0809
 EL0809;                    North         East     Units Scale Factor Converg.
 EL0809;SPC OK S     -   156,409.900   726,977.584   MT  0.99993942   +0 47 13.5
 EL0809;SPC OK S     -   513,154.81  2,385,092.29   sFT  0.99993942   +0 47 13.5
 EL0809;UTM  14      - 3,846,309.763   718,505.092   MT  1.00018850   +1 21 37.5
 EL0809
 EL0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0809!SPC OK S     -   0.99995595  x   0.99993942  =   0.99989537
 EL0809!UTM  14      -   0.99995595  x   1.00018850  =   1.00014444
 EL0809
 EL0809:                Primary Azimuth Mark                     Grid Az
 EL0809:SPC OK S     -  BISON AZ MK                              304 35 40.9
 EL0809:UTM  14      -  BISON AZ MK                              304 01 16.9
 EL0809
 EL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1850546309(NAD 83)
 EL0809
 EL0809|---------------------------------------------------------------------|
 EL0809| PID    Reference Object                     Distance      Geod. Az  |
 EL0809|                                                           dddmmss.s |
 EL0809| CX9747 BISON RM 1                           25.233 METERS 02224     |
 EL0809| CX9748 BISON RM 2                           37.426 METERS 07053     |
 EL0809| CX9746 BISON AZ MK                                        3052254.4 |
 EL0809|---------------------------------------------------------------------|
 EL0809
 EL0809                          SUPERSEDED SURVEY CONTROL
 EL0809
 EL0809  NAD 83(1986)-  34 44 07.93806(N)    096 36 48.10479(W) AD(       ) 2
 EL0809  NAD 27      -  34 44 07.62090(N)    096 36 47.07290(W) AD(       ) 2
 EL0809
 EL0809.Superseded values are not recommended for survey control.
 EL0809
 EL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0809.See file dsdata.pdf to determine how the superseded data were derived.
 EL0809
 EL0809_MARKER: DS = TRIANGULATION STATION DISK
 EL0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0809_STAMPING: BISON 1955
 EL0809_MARK LOGO: CGS
 EL0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0809+STABILITY: SURFACE MOTION
 EL0809
 EL0809  HISTORY     - Date     Condition        Report By
 EL0809  HISTORY     - 1955     MONUMENTED       CGS
 EL0809
 EL0809                          STATION DESCRIPTION
 EL0809
 EL0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0809'THE STATION IS ABOUT 4 MILES SOUTHEAST OF ADA ON THE SUMMIT
 EL0809'OF A TIMBERED HILL WHICH HAS BEEN PARTLY CLEARED.  IT IS 5
 EL0809'FEET EAST OF A WITNESS POST.  IT IS STAMPED BISON 1955 AND
 EL0809'PROJECTS 5 INCHES.
 EL0809'
 EL0809'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 EL0809'STATION.  IT IS STAMPED BISON NO 1 1955 AND PROJECTS 3 INCHES.
 EL0809'
 EL0809'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.
 EL0809'IT IS STAMPED BISON NO 2 1955 AND PROJECTS 2 INCHES.
 EL0809'
 EL0809'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A DRIVEWAY
 EL0809'TO A FARMHOUSE, 27 FEET NORTH OF THE CENTER OF A ROAD, 3 FEET
 EL0809'WEST OF A WITNESS POST AND 2 FEET WEST OF A FENCE CORNER.  IT
 EL0809'IS STAMPED BISON 1955 AND PROJECTS 3 INCHES.
 EL0809'
 EL0809'TO REACH THE STATION FROM THE POST OFFICE IN ADA, GO EAST
 EL0809'ON EAST 12TH STREET FOR 0.35 MILE TO STATE HIGHWAYS 3 AND 99.
 EL0809'TURN RIGHT, SOUTH, ON STATE HIGHWAYS 3 AND 99 AND GO SOUTHERLY
 EL0809'FOR 2.85 MILES TO A FORK.  TAKE LEFT FORK AND GO EAST FOR
 EL0809'1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR
 EL0809'0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.2
 EL0809'MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE
 EL0809'AND GO EAST FOR 0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 EL0809'AND GO 0.2 MILE TO TOP OF HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0386 ***********************************************************************
 GH0386  DESIGNATION -  BISON AZ MK
 GH0386  PID         -  GH0386
 GH0386  STATE/COUNTY-  OK/GARFIELD
 GH0386  COUNTRY     -  US
 GH0386  USGS QUAD   -  BISON (2018)
 GH0386
 GH0386                         *CURRENT SURVEY CONTROL
 GH0386  ______________________________________________________________________
 GH0386* NAD 83(1986) POSITION- 36 12 10.     (N) 097 53 15.     (W)   SCALED
 GH0386* NAVD 88 ORTHO HEIGHT -   376.867 (meters)     1236.44  (feet) ADJUSTED
 GH0386  ______________________________________________________________________
 GH0386  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 GH0386  DYNAMIC HEIGHT  -        376.530 (meters)     1235.33  (feet) COMP
 GH0386  MODELED GRAVITY -    979,729.0   (mgal)                       NAVD 88
 GH0386
 GH0386  VERT ORDER      -  FIRST     CLASS II
 GH0386
 GH0386.The horizontal coordinates were scaled from a map and have
 GH0386.an estimated accuracy of +/- 6 seconds.
 GH0386
 GH0386.The orthometric height was determined by differential leveling and
 GH0386.adjusted by the NATIONAL GEODETIC SURVEY
 GH0386.in June 1991.
 GH0386
 GH0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0386.GEOID18 height accuracy estimate available here.
 GH0386
 GH0386.Click photographs - Photos may exist for this station.
 GH0386
 GH0386.The dynamic height is computed by dividing the NAVD 88
 GH0386.geopotential number by the normal gravity value computed on the
 GH0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0386.degrees latitude (g = 980.6199 gals.).
 GH0386
 GH0386.The modeled gravity was interpolated from observed gravity values.
 GH0386
 GH0386;                    North         East    Units  Estimated Accuracy
 GH0386;SPC OK N     -   133,460.      610,120.      MT  (+/- 180 meters Scaled)
 GH0386
 GH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF000070(NAD 83)
 GH0386
 GH0386                          SUPERSEDED SURVEY CONTROL
 GH0386
 GH0386  NGVD 29 (??/??/92)  376.734  (m)         1236.00   (f) ADJ UNCH    1 2
 GH0386
 GH0386.Superseded values are not recommended for survey control.
 GH0386
 GH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0386.See file dsdata.pdf to determine how the superseded data were derived.
 GH0386
 GH0386_MARKER: DZ = AZIMUTH MARK DISK
 GH0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0386_SP_SET: CULVERT HEADWALL
 GH0386_STAMPING: BISON 1951
 GH0386_MARK LOGO: CGS
 GH0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0386+STABILITY: SURFACE MOTION
 GH0386
 GH0386  HISTORY     - Date     Condition        Report By
 GH0386  HISTORY     - 1951     MONUMENTED       CGS
 GH0386  HISTORY     - 1953     GOOD             CGS
 GH0386  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0386
 GH0386                          STATION DESCRIPTION
 GH0386
 GH0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0386'0.5 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0386'FROM THE STATION AT BISON, AT A ROAD CROSSING, 164 FEET EAST
 GH0386'OF THE EAST RAIL OF THE MAIN TRACK, 30 FEET EAST OF THE CENTER
 GH0386'LINE OF U.S. HIGHWAY 81, 17 FEET SOUTH OF THE CENTER LINE
 GH0386'OF AN EAST AND WEST DIRT ROAD, SET IN THE TOP OF THE SOUTH
 GH0386'CONCRETE HEADWALL OF A CONCRETE PIPE CULVERT UNDER THE EAST
 GH0386'AND WEST ROAD.  0.2 MILE NORTH OF TRIANGULATION STATION BISON 1951.
 GH0386
 GH0386                          STATION RECOVERY (1985)
 GH0386
 GH0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0386'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0388 ***********************************************************************
 GH0388  DESIGNATION -  BISON RM 1
 GH0388  PID         -  GH0388
 GH0388  STATE/COUNTY-  OK/GARFIELD
 GH0388  COUNTRY     -  US
 GH0388  USGS QUAD   -  BISON (2018)
 GH0388
 GH0388                         *CURRENT SURVEY CONTROL
 GH0388  ______________________________________________________________________
 GH0388* NAD 83(1986) POSITION- 36 12 02.79   (N) 097 53 22.95   (W)   HD_HELD1
 GH0388* NAVD 88 ORTHO HEIGHT -   383.428 (meters)     1257.96  (feet) ADJUSTED
 GH0388  ______________________________________________________________________
 GH0388  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 GH0388  DYNAMIC HEIGHT  -        383.086 (meters)     1256.84  (feet) COMP
 GH0388  MODELED GRAVITY -    979,728.8   (mgal)                       NAVD 88
 GH0388
 GH0388  VERT ORDER      -  FIRST     CLASS II
 GH0388
 GH0388.The horizontal coordinates were determined by differentially corrected
 GH0388.hand held GPS observations or other comparable positioning techniques
 GH0388.and have an estimated accuracy of +/- 3 meters.
 GH0388
 GH0388.The orthometric height was determined by differential leveling and
 GH0388.adjusted by the NATIONAL GEODETIC SURVEY
 GH0388.in June 1991.
 GH0388
 GH0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0388.GEOID18 height accuracy estimate available here.
 GH0388
 GH0388.Click photographs - Photos may exist for this station.
 GH0388
 GH0388.The dynamic height is computed by dividing the NAVD 88
 GH0388.geopotential number by the normal gravity value computed on the
 GH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0388.degrees latitude (g = 980.6199 gals.).
 GH0388
 GH0388.The modeled gravity was interpolated from observed gravity values.
 GH0388
 GH0388;                    North         East    Units  Estimated Accuracy
 GH0388;SPC OK N     -   133,235.2     609,918.5     MT  (+/- 3 meters HH1 GPS) 
 GH0388
 GH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9981506788(NAD 83)
 GH0388
 GH0388                          SUPERSEDED SURVEY CONTROL
 GH0388
 GH0388  NGVD 29 (??/??/92)  383.295  (m)         1257.53   (f) ADJ UNCH    1 2
 GH0388
 GH0388.Superseded values are not recommended for survey control.
 GH0388
 GH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0388.See file dsdata.pdf to determine how the superseded data were derived.
 GH0388
 GH0388_MARKER: DR = REFERENCE MARK DISK
 GH0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0388_STAMPING: BISON NO 1 1951
 GH0388_MARK LOGO: CGS
 GH0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0388+STABILITY: SURFACE MOTION
 GH0388
 GH0388  HISTORY     - Date     Condition        Report By
 GH0388  HISTORY     - 1951     MONUMENTED       CGS
 GH0388  HISTORY     - 1953     GOOD             CGS
 GH0388  HISTORY     - 1985     GOOD             NGS
 GH0388
 GH0388                          STATION DESCRIPTION
 GH0388
 GH0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0388'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BISON,
 GH0388'ON TOP OF A SMALL RIDGE, AT THE NORTHEAST CORNER OF A CULTIVATED
 GH0388'FIELD, AT THE SOUTHEAST CORNER OF A PASTURE, 37.0 FEET SOUTH
 GH0388'OF TRIANGULATION STATION BISON 1951, 29 FEET WEST OF THE CENTER
 GH0388'LINE OF A NORTH AND SOUTH ROAD, 4 FEET SOUTH OF THE SOUTH END
 GH0388'OF A WIRE GATE, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 GH0388'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GH0388
 GH0388                          STATION RECOVERY (1985)
 GH0388
 GH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0389 ***********************************************************************
 GH0389  DESIGNATION -  BISON RM 2
 GH0389  PID         -  GH0389
 GH0389  STATE/COUNTY-  OK/GARFIELD
 GH0389  COUNTRY     -  US
 GH0389  USGS QUAD   -  BISON (2018)
 GH0389
 GH0389                         *CURRENT SURVEY CONTROL
 GH0389  ______________________________________________________________________
 GH0389* NAD 83(1986) POSITION- 36 12 03.18   (N) 097 53 23.44   (W)   HD_HELD1
 GH0389* NAVD 88 ORTHO HEIGHT -   383.571 (meters)     1258.43  (feet) ADJUSTED
 GH0389  ______________________________________________________________________
 GH0389  GEOID HEIGHT    -        -27.603 (meters)                     GEOID18
 GH0389  DYNAMIC HEIGHT  -        383.229 (meters)     1257.31  (feet) COMP
 GH0389  MODELED GRAVITY -    979,728.8   (mgal)                       NAVD 88
 GH0389
 GH0389  VERT ORDER      -  FIRST     CLASS II
 GH0389
 GH0389.The horizontal coordinates were determined by differentially corrected
 GH0389.hand held GPS observations or other comparable positioning techniques
 GH0389.and have an estimated accuracy of +/- 3 meters.
 GH0389
 GH0389.The orthometric height was determined by differential leveling and
 GH0389.adjusted by the NATIONAL GEODETIC SURVEY
 GH0389.in June 1991.
 GH0389
 GH0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0389.GEOID18 height accuracy estimate available here.
 GH0389
 GH0389.Click photographs - Photos may exist for this station.
 GH0389
 GH0389.The dynamic height is computed by dividing the NAVD 88
 GH0389.geopotential number by the normal gravity value computed on the
 GH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0389.degrees latitude (g = 980.6199 gals.).
 GH0389
 GH0389.The modeled gravity was interpolated from observed gravity values.
 GH0389
 GH0389;                    North         East    Units  Estimated Accuracy
 GH0389;SPC OK N     -   133,247.2     609,906.2     MT  (+/- 3 meters HH1 GPS) 
 GH0389
 GH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9980306800(NAD 83)
 GH0389
 GH0389                          SUPERSEDED SURVEY CONTROL
 GH0389
 GH0389  NGVD 29 (??/??/92)  383.439  (m)         1258.00   (f) ADJ UNCH    1 2
 GH0389
 GH0389.Superseded values are not recommended for survey control.
 GH0389
 GH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0389.See file dsdata.pdf to determine how the superseded data were derived.
 GH0389
 GH0389_MARKER: DR = REFERENCE MARK DISK
 GH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0389_STAMPING: BISON NO 2 1951
 GH0389_MARK LOGO: CGS
 GH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0389+STABILITY: SURFACE MOTION
 GH0389
 GH0389  HISTORY     - Date     Condition        Report By
 GH0389  HISTORY     - 1951     MONUMENTED       CGS
 GH0389  HISTORY     - 1953     GOOD             CGS
 GH0389  HISTORY     - 1985     GOOD             NGS
 GH0389
 GH0389                          STATION DESCRIPTION
 GH0389
 GH0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0389'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT BISON,
 GH0389'ON TOP OF A SMALL RIDGE, AT THE NORTHEAST CORNER OF A CULTIVATED
 GH0389'FIELD, AT THE SOUTHEAST CORNER OF A PASTURE, 72 FEET WEST OF
 GH0389'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 44 FEET WEST OF A
 GH0389'FENCE, 41.0 FEET WEST OF TRIANGULATION STATION BISON 1951, 0.6
 GH0389'FOOT SOUTH OF A FENCE LEADING WEST, SET IN THE TOP OF A CONCRETE
 GH0389'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GH0389
 GH0389                          STATION RECOVERY (1985)
 GH0389
 GH0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1175 ***********************************************************************
 FH1175  DESIGNATION -  BIXBY
 FH1175  PID         -  FH1175
 FH1175  STATE/COUNTY-  OK/TULSA
 FH1175  COUNTRY     -  US
 FH1175  USGS QUAD   -  BIXBY (2018)
 FH1175
 FH1175                         *CURRENT SURVEY CONTROL
 FH1175  ______________________________________________________________________
 FH1175* NAD 83(1993) POSITION- 35 54 44.52757(N) 095 54 15.84133(W)   ADJUSTED
 FH1175* NAVD 88 ORTHO HEIGHT -   214.5   (meters)      704.    (feet) VERTCON3
 FH1175  ______________________________________________________________________
 FH1175  GEOID HEIGHT    -        -29.058 (meters)                     GEOID18
 FH1175  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 FH1175  HORZ ORDER      -  SECOND
 FH1175
 FH1175.The horizontal coordinates were established by classical geodetic methods
 FH1175.and adjusted by the National Geodetic Survey in November 1994.
 FH1175
 FH1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1175
 FH1175.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1175.GEOID18 height accuracy estimate available here.
 FH1175
 FH1175.Click photographs - Photos may exist for this station.
 FH1175
 FH1175.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1175
 FH1175. The following values were computed from the NAD 83(1993) position.
 FH1175
 FH1175;                    North         East     Units Scale Factor Converg.
 FH1175;SPC OK N     -   103,270.902   789,132.659   MT  0.99995526   +1 14 12.2
 FH1175;SPC OK N     -   338,814.62  2,589,012.73   sFT  0.99995526   +1 14 12.2
 FH1175;UTM  15      - 3,978,127.250   237,908.700   MT  1.00044651   -1 42 16.3
 FH1175
 FH1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1175!SPC OK N     -   0.99997090  x   0.99995526  =   0.99992616
 FH1175!UTM  15      -   0.99997090  x   1.00044651  =   1.00041740
 FH1175
 FH1175:                Primary Azimuth Mark                     Grid Az
 FH1175:SPC OK N     -  HARRY                                    180 58 10.0
 FH1175:UTM  15      -  HARRY                                    183 54 38.5
 FH1175
 FH1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3790878127(NAD 83)
 FH1175
 FH1175|---------------------------------------------------------------------|
 FH1175| PID    Reference Object                     Distance      Geod. Az  |
 FH1175|                                                           dddmmss.s |
 FH1175| CI1162 BIXBY RM 2                           15.433 METERS 00028     |
 FH1175| CI1160 BIXBY MUNICIPAL WATER TANK                         02932     |
 FH1175| CI1161 BIXBY RM 1                           18.609 METERS 18105     |
 FH1175| FH1174 HARRY                               APPROX. 9.9 KM 1821222.2 |
 FH1175|---------------------------------------------------------------------|
 FH1175
 FH1175                          SUPERSEDED SURVEY CONTROL
 FH1175
 FH1175  NAD 83(1986)-  35 54 44.55238(N)    095 54 15.82568(W) AD(       ) 2
 FH1175  NAD 27      -  35 54 44.19076(N)    095 54 14.86326(W) AD(       ) 2
 FH1175  NGVD 29 (07/19/86)  213.7    (m)          701.     (f) VERT ANG       
 FH1175
 FH1175.Superseded values are not recommended for survey control.
 FH1175
 FH1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1175.See file dsdata.pdf to determine how the superseded data were derived.
 FH1175
 FH1175_MARKER: DD = SURVEY DISK
 FH1175_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1175+WITH SETTING: INFORMATION.
 FH1175_STAMPING: ET BIXBY 1968
 FH1175_MARK LOGO: USGS
 FH1175_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1175
 FH1175  HISTORY     - Date     Condition        Report By
 FH1175  HISTORY     - 1968     MONUMENTED       USGS
 FH1175  HISTORY     - 19940331 MARK NOT FOUND   NGS
 FH1175
 FH1175                          STATION DESCRIPTION
 FH1175
 FH1175'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1175'THE STATION IS ABOUT 2.3 MI SSW. OF THE TOWN OF BIXBY, 0.2 MI S. OF
 FH1175'A CROSSROADS, 23 FT E. OF CENTER OF RD., T. 17 N., R. 13 E., NEAR
 FH1175'THE N. 1/16 COR. BETWEEN SECS. 34 AND 35, ON TOP OF SMALL RIDGE.
 FH1175'
 FH1175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 64 AND
 FH1175'STATE HWY. 67, IN NW. EDGE OF BIXBY, GO S. ON U.S. HWY. 64 FOR
 FH1175'1.75 MI., TO WHERE HWY. 64 CURVES E. AND A PAVED RD. GOES S.,
 FH1175'CONTINUE S. ON PAVED RD. FOR 0.25 MI TO A CROSSROADS, TURN RIGHT
 FH1175'AND GO W. FOR 1.0 MI TO A CROSSROADS, TURN LEFT AND GO S. FOR 0.2
 FH1175'MI TO TOP OF SMALL RISE AND STATION ON THE LEFT.
 FH1175'
 FH1175'THE STATION MARK IS A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1175'COATED ROD AND SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1175'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET BIXBY 1968, 23 FT E. OF
 FH1175'CENTER OF RD., 7.5 FT N. AND 2 FT W. OF A POWERLINE POLE, 3.5 FT
 FH1175'W. OF E. RIGHT-OF-WAY FENCE, 3.0 FT W. OF METAL WITNESS POST.  IT
 FH1175'IS FLUSH WITH THE GROUND.
 FH1175'
 FH1175'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1175'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 FH1175'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BIXBY NO 1 1968, IS S. OF
 FH1175'STATION, 22 FT E. OF CENTER OF RD., 5.0 FT W. OF E. RIGHT-OF-WAY
 FH1175'FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1175'
 FH1175'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1175'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1175'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BIXBY NO 2 1968, IS N. OF
 FH1175'STATION, 23 FT E. OF CENTER OF RD., 3 FT W. OF E. RIGHT-OF-WAY
 FH1175'FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1175'
 FH1175'NO AZIMUTH MARK SET
 FH1175'
 FH1175'REFERENCE MARK 2 USED - BIXBY MWT
 FH1175
 FH1175                          STATION RECOVERY (1994)
 FH1175
 FH1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FH1175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0843 ***********************************************************************
 EK0843  DESIGNATION -  BLACK
 EK0843  PID         -  EK0843
 EK0843  STATE/COUNTY-  OK/LE FLORE
 EK0843  COUNTRY     -  US
 EK0843  USGS QUAD   -  MOUNTAIN FORK (2017)
 EK0843
 EK0843                         *CURRENT SURVEY CONTROL
 EK0843  ______________________________________________________________________
 EK0843* NAD 83(1997) POSITION- 34 43 19.06743(N) 094 28 46.78652(W)   ADJUSTED
 EK0843* NAVD 88 ORTHO HEIGHT -   754.9   (meters)     2477.    (feet) VERTCON3
 EK0843  ______________________________________________________________________
 EK0843  GEOID HEIGHT    -        -31.116 (meters)                     GEOID18
 EK0843  LAPLACE CORR    -          3.55  (seconds)                    DEFLEC18
 EK0843  HORZ ORDER      -  FIRST
 EK0843
 EK0843.The horizontal coordinates were established by classical geodetic methods
 EK0843.and adjusted by the National Geodetic Survey in September 1999.
 EK0843
 EK0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0843
 EK0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0843.GEOID18 height accuracy estimate available here.
 EK0843
 EK0843.Click photographs - Photos may exist for this station.
 EK0843
 EK0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0843
 EK0843. The following values were computed from the NAD 83(1997) position.
 EK0843
 EK0843;                    North         East     Units Scale Factor Converg.
 EK0843;SPC OK S     -   159,653.748   922,363.289   MT  0.99993882   +1 59 53.5
 EK0843;SPC OK S     -   523,797.34  3,026,120.22   sFT  0.99993882   +1 59 53.5
 EK0843;SPC OK S     -   523,797.34  3,026,120.22   sFT  0.99993882   +1 59 53.5
 EK0843;SPC AR S     -   630,715.313   172,897.497   MT  0.99999034   -1 23 16.2
 EK0843;SPC AR S     - 2,069,271.82    567,247.87   sFT  0.99999034   -1 23 16.2
 EK0843;SPC OK S     -   159,653.748   922,363.289   MT  0.99993882   +1 59 53.5
 EK0843;UTM  15      - 3,843,207.132   364,517.852   MT  0.99982624   -0 50 34.6
 EK0843
 EK0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0843!SPC OK S     -   0.99988640  x   0.99993882  =   0.99982522
 EK0843!SPC AR S     -   0.99988640  x   0.99999034  =   0.99987674
 EK0843!SPC OK S     -   0.99988640  x   0.99993882  =   0.99982522
 EK0843!UTM  15      -   0.99988640  x   0.99982624  =   0.99971266
 EK0843
 EK0843:                Primary Azimuth Mark                     Grid Az
 EK0843:SPC OK S     -  RICH MTN LOOKOUT TOWER                   108 56 00.9
 EK0843:SPC AR S     -  RICH MTN LOOKOUT TOWER                   112 19 10.6
 EK0843:SPC OK S     -  RICH MTN LOOKOUT TOWER                   108 56 00.9
 EK0843:UTM  15      -  RICH MTN LOOKOUT TOWER                   111 46 29.0
 EK0843
 EK0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6451743207(NAD 83)
 EK0843
 EK0843|---------------------------------------------------------------------|
 EK0843| PID    Reference Object                     Distance      Geod. Az  |
 EK0843|                                                           dddmmss.s |
 EK0843| CX5026 BLACK RM 1                            6.195 METERS 09341     |
 EK0843| CX5028 BLACK RM 3                            5.878 METERS 09746     |
 EK0843| EK0838 RICH MTN LOOKOUT TOWER              APPROX.14.8 KM 1105554.4 |
 EK0843| EK0837 RICH                                APPROX.14.8 KM 1105526.6 |
 EK0843| CX5025 BLACK AZ MK                                        1541618.2 |
 EK0843| CX5027 BLACK RM 2                            2.660 METERS 24817     |
 EK0843|---------------------------------------------------------------------|
 EK0843
 EK0843                          SUPERSEDED SURVEY CONTROL
 EK0843
 EK0843  NAD 83(1993)-  34 43 19.06903(N)    094 28 46.78517(W) AD(       ) 1
 EK0843  NAD 83(1986)-  34 43 19.07079(N)    094 28 46.77803(W) AD(       ) 1
 EK0843  NAD 27      -  34 43 18.69300(N)    094 28 45.97300(W) AD(       ) 1
 EK0843  USSD        -  34 43 18.70600(N)    094 28 46.02500(W) AD(       ) 3
 EK0843  NGVD 29 (07/19/86)  754.8    (m)         2476.     (f) VERT ANG       
 EK0843
 EK0843.Superseded values are not recommended for survey control.
 EK0843
 EK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0843.See file dsdata.pdf to determine how the superseded data were derived.
 EK0843
 EK0843_MARKER: DS = TRIANGULATION STATION DISK
 EK0843_SETTING: 66 = SET IN ROCK OUTCROP
 EK0843_STAMPING: BLACK 1919
 EK0843_MARK LOGO: CGS
 EK0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0843+STABILITY: POSITION/ELEVATION WELL
 EK0843
 EK0843  HISTORY     - Date     Condition        Report By
 EK0843  HISTORY     - 1919     MONUMENTED       CGS
 EK0843  HISTORY     - 1934     GOOD             CGS
 EK0843  HISTORY     - 1952     GOOD             CGS
 EK0843  HISTORY     - 1959     GOOD             CGS
 EK0843  HISTORY     - 1961     GOOD             CGS
 EK0843
 EK0843                          STATION DESCRIPTION
 EK0843
 EK0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK0843'ABOUT 6 MILES E OF PAGE AND 1-1/2 MILES AIRLINE NW OF FOGELS
 EK0843'SPUR ON THE KANSAS CITY SOUTHERN RAILWAY.  PAGE IS MOST
 EK0843'ACCESSIBLE RAILWAY STATION, AND FROM THERE ONE SHOULD GO 7
 EK0843'MILES BY ROAD TO HOUSE OF JIM TAYLOR, FIRST HOUSE ON N SIDE
 EK0843'OF HIGHWAY 8, W OF FOGELS SPUR, AND INQUIRE WAY TO STATION.
 EK0843'STATION IS ON TOP OF EASTERNMOST OF TWO KNOLLS ON BLACKFORK
 EK0843'MOUNTAIN RANGE.
 EK0843'
 EK0843'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK.
 EK0843'
 EK0843'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN OUTCROPPING
 EK0843'BEDROCK.  REFERENCE MARK 1 IS 6.195 METERS (20.32
 EK0843'FEET) FROM STATION, S 86 DEG 20 MIN E.  DISK HAS BEEN
 EK0843'BROKEN OFF FROM THIS MARK BUT SHANK STILL EMBEDDED IN ROCK.
 EK0843'
 EK0843'REFERENCE MARK 2 IS 2.660 METERS (8.73 FEET) FROM STATION,
 EK0843'S 68 DEG 17 MIN W.
 EK0843'
 EK0843'AZIMUTH FROM STATION TO CENTER OF RICH MOUNTAIN HOTEL IS
 EK0843'S 67 DEG 44 MIN 55 SEC E, AND TO WATER TOWER AT FOGELS SPUR,
 EK0843'S 53 DEG 16 MIN 43 SEC E.
 EK0843
 EK0843                          STATION RECOVERY (1934)
 EK0843
 EK0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK0843'STATION STAMPED BLACK 1916 GOOD.  NOW HAS A 5-FOOT TOWER.
 EK0843'
 EK0843'REFERENCE MARK 1 DISK IS REMOVED FROM SHANK WHICH IS IN PLACE.
 EK0843'
 EK0843'REFERENCE MARK 2 CONSIDERABLY BATTERED BUT OTHERWISE GOOD.
 EK0843'
 EK0843'BEST REACHED FROM FOGELS SPUR.  L.E. FOGEL LIVING AT THIS
 EK0843'PLACE CAN DIRECT.  TO REACH STATION TAKE TRAIL THAT APPROXIMATELY
 EK0843'FOLLOWS THE ARKANSAS-OKLAHOMA BOUNDARY LINE TO TOP OF MOUNTAIN,
 EK0843'THENCE ALONG TOP OF MOUNTAIN TO STATION, REQUIRING ABOUT 3
 EK0843'HOURS UP AND 2 HOURS DOWN.
 EK0843
 EK0843                          STATION RECOVERY (1952)
 EK0843
 EK0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0843'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EK0843'CONDITION WITH THE EXCEPTION OF REFERENCE MARK NO. 1 HAS BEEN
 EK0843'BROKEN OFF, BUT THE SHANK IS STILL FIRMLY EMBEDDED IN THE
 EK0843'ROCK.  THE DISTANCE TO REFERENCE MARK NO. 2 DID NOT CHECK WITH
 EK0843'THE 1930 MEASUREMENTS.  THE DIRECTION TO REFERENCE MARK NO. 2
 EK0843'WAS TAKEN TO THE NEAREST MINUTE ONLY AS IT WAS TOO CLOSE TO
 EK0843'FOCUS THE INSTRUMENT.  A NEW REFERENCE MARK NO. 3 AND AZIMUTH
 EK0843'MARK WAS ESTABLISHED.
 EK0843'
 EK0843'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION AND ABOUT
 EK0843'2 FEET SOUTHWEST OF THE SHANK OF REFERENCE MARK NO. 1.  THE DISC
 EK0843'IS STAMPED, BLACK NO 3 1919.
 EK0843'
 EK0843'AZIMUTH MARK IS 17 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 EK0843'U.S. HIGHWAY 270 AND 2 FEET NORTHWEST OF THE SOUTHEAST END OF A
 EK0843'CONCRETE ABUTTMENT.  THE DISC IS STAMPED, BLACK 1952.
 EK0843'
 EK0843'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE
 EK0843'HIGHWAY 88 IN MENA, GO NORTHERLY ON U.S. HIGHWAY 71 FOR 1.7
 EK0843'MILES TO THE JUNCTION OF STATE HIGHWAY 88 WITH 71 HIGHWAY.
 EK0843'KEEP LEFT ON U.S. HIGHWAY 71 FOR 3.7 MILES TO THE JUNCTION
 EK0843'OF U.S. HIGHWAYS 270 AND 71.  TURN LEFT ON HIGHWAY 270 FOR
 EK0843'15.9 MILES TO THE OKLAHOMA-ARKANSAS STATE LINE.  CONTINUE
 EK0843'ON HIGH-270 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT IN
 EK0843'THE CONCRETE ABUTMENT OF A CULVERT.  HERE CONTINUE ON HIGHWAY
 EK0843'FOR 0.25 MILES TO A TELEPHONE POLE WITH A TRIANGLE BLAZE
 EK0843'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH-NORTHWEST
 EK0843'TO THE TOP OF THE RIDGE AND THE STATION ON THE HIGHEST
 EK0843'POINT.
 EK0843'
 EK0843'OBSERVATIONS TAKEN FROM A 4 FT. STAND.
 EK0843'
 EK0843'THE JIM TAYLOR HOUSE, WATER TANK AND RICH MOUNTAIN HOTEL
 EK0843'MENTIONED IN THE 1930 DESCRIPTION ARE GONE.
 EK0843'
 EK0843'STATION AND REFERENCE MARKS ARE DESCRIBED.
 EK0843
 EK0843                          STATION RECOVERY (1959)
 EK0843
 EK0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0843'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 EK0843'FOUND IN GOOD CONDITION.
 EK0843'
 EK0843'THE AZIMUTH MARK HAS BEEN DESTROYED.  THE HIGHWAY HAS BEEN
 EK0843'WIDENED AND THE MARK WAS PROBABLY DESTROYED WHEN THIS WAS
 EK0843'DONE.
 EK0843'
 EK0843'THE 1952 DESCRIPTION TO REACH THE STATION FROM MENA IS ADEQUATE.
 EK0843
 EK0843                          STATION RECOVERY (1961)
 EK0843
 EK0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 EK0843'STATION RECOVERED AS DESCRIBED IN 1952 AND STATION AND REFERENCE
 EK0843'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 EK0843'RECOVERED AND HAS EVIDENTLY BEEN DESTROYED.  U.S. HIGHWAY 270
 EK0843'HAS BEEN WIDENED AND THE CONCRETE CULVERTS EXTENDED SO THE
 EK0843'MARK WAS PROBABLY DESTROYED WHEN THIS WAS DONE.
 EK0843'
 EK0843'THE 1952 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 EK0843'RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0994 ***********************************************************************
 EL0994  DESIGNATION -  BLACK
 EL0994  PID         -  EL0994
 EL0994  STATE/COUNTY-  OK/STEPHENS
 EL0994  COUNTRY     -  US
 EL0994  USGS QUAD   -  COX CITY (2018)
 EL0994
 EL0994                         *CURRENT SURVEY CONTROL
 EL0994  ______________________________________________________________________
 EL0994* NAD 83(1993) POSITION- 34 38 16.96082(N) 097 44 51.70611(W)   ADJUSTED
 EL0994* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 EL0994  ______________________________________________________________________
 EL0994  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 EL0994  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 EL0994  HORZ ORDER      -  THIRD
 EL0994
 EL0994.The horizontal coordinates were established by classical geodetic methods
 EL0994.and adjusted by the National Geodetic Survey in November 1994.
 EL0994
 EL0994.The orthometric height was scaled from a topographic map.
 EL0994
 EL0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0994.GEOID18 height accuracy estimate available here.
 EL0994
 EL0994.Click photographs - Photos may exist for this station.
 EL0994
 EL0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0994
 EL0994. The following values were computed from the NAD 83(1993) position.
 EL0994
 EL0994;                    North         East     Units Scale Factor Converg.
 EL0994;SPC OK S     -   144,751.951   623,131.824   MT  0.99993638   +0 08 35.6
 EL0994;SPC OK S     -   474,907.03  2,044,391.66   sFT  0.99993638   +0 08 35.6
 EL0994;UTM  14      - 3,833,617.821   614,778.983   MT  0.99976238   +0 42 42.8
 EL0994
 EL0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0994!SPC OK S     -   0.99994502  x   0.99993638  =   0.99988141
 EL0994!UTM  14      -   0.99994502  x   0.99976238  =   0.99970742
 EL0994
 EL0994:                Primary Azimuth Mark                     Grid Az
 EL0994:SPC OK S     -  BLACK AZ MK                              093 49 50.1
 EL0994:UTM  14      -  BLACK AZ MK                              093 15 42.9
 EL0994
 EL0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1477833617(NAD 83)
 EL0994
 EL0994|---------------------------------------------------------------------|
 EL0994| PID    Reference Object                     Distance      Geod. Az  |
 EL0994|                                                           dddmmss.s |
 EL0994| CX9749 BLACK AZ MK                                        0935825.7 |
 EL0994| CX9750 BLACK RM 1                           20.442 METERS 10038     |
 EL0994| EL0993 29 E 10 TT                            6.013 METERS 23430     |
 EL0994|---------------------------------------------------------------------|
 EL0994
 EL0994                          SUPERSEDED SURVEY CONTROL
 EL0994
 EL0994  NAD 83(1986)-  34 38 16.96593(N)    097 44 51.69367(W) AD(       ) 3
 EL0994  NAD 27      -  34 38 16.67940(N)    097 44 50.57200(W) AD(       ) 3
 EL0994
 EL0994.Superseded values are not recommended for survey control.
 EL0994
 EL0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0994.See file dsdata.pdf to determine how the superseded data were derived.
 EL0994
 EL0994_MARKER: DS = TRIANGULATION STATION DISK
 EL0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0994_STAMPING: BLACK 1955
 EL0994_MARK LOGO: CGS
 EL0994_PROJECTION: FLUSH
 EL0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0994+STABILITY: SURFACE MOTION
 EL0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0994+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2012
 EL0994
 EL0994  HISTORY     - Date     Condition        Report By
 EL0994  HISTORY     - 1955     MONUMENTED       CGS
 EL0994  HISTORY     - 1963     GOOD             CGS
 EL0994  HISTORY     - 20120814 GOOD             INDIV
 EL0994
 EL0994                          STATION DESCRIPTION
 EL0994
 EL0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0994'THE STATION IS LOCATED ABOUT 20 MILES WEST OF ELMORE CITY, ABOUT
 EL0994'15 MILES NORTH NORTHWEST OF VELMA, 61 FEET NORTH OF THE
 EL0994'CENTER OF STATE HIGHWAY 29, 12 FEET NORTH OF AN EAST-WEST
 EL0994'FENCE LINE AND 12 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT
 EL0994'IS SET FLUSH AND IS STAMPED BLACK 1955.
 EL0994'
 EL0994'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF STATE
 EL0994'HIGHWAY 29, 82 FEET EAST OF A T FENCE CORNER AND 1 FOOT NORTH
 EL0994'OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND IS STAMPED
 EL0994'BLACK NO 1 1955.
 EL0994'
 EL0994'REFERENCE MARK NO. 2 IS A CONSERVATION COMMISSION OF OKLAHOMA
 EL0994'STATE SURVEY STATION BRONZE DISK SET IN THE TOP OF A CONCRETE
 EL0994'POST.  THE CONCRETE POST, WHICH IS 50 FEET NORTH OF THE CENTER
 EL0994'OF STATE HIGHWAY 29 AND 1-1/2 FEET NORTH OF A T FENCE CORNER,
 EL0994'IS 6 INCHES SQUARE AT THE TOP, IT PROJECTS 6 INCHES AND THE
 EL0994'DISK IS STAMPED NO 29 E 10 TT 1937.
 EL0994'
 EL0994'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 82.00 FEET.
 EL0994'
 EL0994'THE AZIMUTH MARK IS 60 FEET NORTHWEST OF A HIGH LINE POLE, 27
 EL0994'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 29 AND 27 FEET NORTH OF
 EL0994'AN EAST-WEST FENCE LINE.  IT IS A STANDARD AZIMUTH MARK DISK
 EL0994'CEMENTED IN THE EAST WING OF A CONCRETE CULVERT AND IS STAMPED
 EL0994'BLACK 1955.
 EL0994'
 EL0994'TO REACH THE STATION FROM THE POST OFFICE IN ELMORE CITY GO NORTH
 EL0994'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 29.  TURN LEFT
 EL0994'AND GO WEST ON STATE HIGHWAY 29 FOR 18.5 MILES TO A CROSSROAD
 EL0994'AND WRIGHTS CAFE ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY
 EL0994'29 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EL0994'WEST ON THE HIGHWAY FOR 0.15 MILE TO A CATTLE GUARD ON THE
 EL0994'RIGHT.  TURN RIGHT ACROSS THE CATTLE GUARD AND THEN CONTINUE
 EL0994'WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.1 MILE TO THE
 EL0994'STATION AND REFERENCE MARKS AS DESCRIBED.
 EL0994
 EL0994                          STATION RECOVERY (1963)
 EL0994
 EL0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0994'STATION, REFERENCE MARK NUMBER ONE AND AZIMUTH MARK RECOVERED
 EL0994'AND FOUND IN GOOD CONDITION.  STATION IS IN THE SE 1/4 OF THE
 EL0994'SW 1/4 OF SEC. 17, T. 2 N., R. 5 W., IN THE FRONT YARD OF
 EL0994'THE FARMHOUSE OF MR. WALTER RUSSELL.
 EL0994'
 EL0994'STATION MARK IS 63 FEET NORTH FROM THE CENTER OF STATE HIGHWAY
 EL0994'29, 77.0 FEET SOUTH FROM THE SOUTHEAST CORNER OF THE HOUSE AND
 EL0994'45.5 FEET WEST-NORTHWEST FROM CORNER FENCE POST AT SOUTHEAST
 EL0994'CORNER OF YARD.  THE MARK IS FLUSH WITH GROUND SURFACE.
 EL0994'
 EL0994'R.M. NO. 1 IS 22 FEET EAST FROM THE CORNER FENCE POST AT THE
 EL0994'SOUTHEAST CORNER OF THE YARD AND 50 FEET NORTH FROM THE CENTER
 EL0994'OF THE HIGHWAY, 6 INCHES NORTH OF THE EAST-WEST FENCE LINE AND
 EL0994'THE MARK IS FLUSH WITH GROUND SURFACE.
 EL0994'
 EL0994'THE CONSERVATION COMMISSION OF OKLAHOMA STATE SURVEY MARK
 EL0994'USED AS REFERENCE MARK NUMBER TWO HAS BEEN DESTROYED.
 EL0994'
 EL0994'AZIMUTH MARK IN BRIDGE AS DESCRIBED.
 EL0994'
 EL0994'THE DESCRIPTION TO REACH FROM ELMORE CITY WAS NOT CHECKED.
 EL0994'TO REACH FROM CROSSROADS AT THE BRAY STORE, GO EAST ON HIGHWAY
 EL0994'29 FOR 4.05 MILES TO HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 EL0994
 EL0994                          STATION RECOVERY (2012)
 EL0994
 EL0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JM)
 EL0994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0868 ***********************************************************************
 GH0868  DESIGNATION -  BLACK
 GH0868  PID         -  GH0868
 GH0868  STATE/COUNTY-  OK/GRANT
 GH0868  COUNTRY     -  US
 GH0868  USGS QUAD   -  WAKITA NE (2018)
 GH0868
 GH0868                         *CURRENT SURVEY CONTROL
 GH0868  ______________________________________________________________________
 GH0868* NAD 83(1997) POSITION- 36 59 55.16432(N) 097 45 01.55844(W)   ADJUSTED
 GH0868* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 GH0868  ______________________________________________________________________
 GH0868  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 GH0868  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 GH0868  HORZ ORDER      -  THIRD
 GH0868
 GH0868.The horizontal coordinates were established by classical geodetic methods
 GH0868.and adjusted by the National Geodetic Survey in October 1998.
 GH0868
 GH0868.The orthometric height was scaled from a topographic map.
 GH0868
 GH0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0868.GEOID18 height accuracy estimate available here.
 GH0868
 GH0868.Click photographs - Photos may exist for this station.
 GH0868
 GH0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0868
 GH0868. The following values were computed from the NAD 83(1997) position.
 GH0868
 GH0868;                    North         East     Units Scale Factor Converg.
 GH0868;SPC OK N     -   221,797.570   622,215.874   MT  1.00005056   +0 08 50.2
 GH0868;SPC OK N     -   727,680.86  2,041,386.58   sFT  1.00005056   +0 08 50.2
 GH0868;UTM  14      - 4,095,453.063   611,185.975   MT  0.99975229   +0 45 07.4
 GH0868
 GH0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0868!SPC OK N     -   0.99994699  x   1.00005056  =   0.99999755
 GH0868!UTM  14      -   0.99994699  x   0.99975229  =   0.99969930
 GH0868
 GH0868:                Primary Azimuth Mark                     Grid Az
 GH0868:SPC OK N     -  BLACK AZ MK                              029 09 45.5
 GH0868:UTM  14      -  BLACK AZ MK                              028 33 28.3
 GH0868
 GH0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1118595453(NAD 83)
 GH0868
 GH0868|---------------------------------------------------------------------|
 GH0868| PID    Reference Object                     Distance      Geod. Az  |
 GH0868|                                                           dddmmss.s |
 GH0868| CL4297 BLACK AZ MK                                        0291835.7 |
 GH0868| CL4298 BLACK RM 1                            9.221 METERS 09312     |
 GH0868| GH0835 RENFROW CLYDE COOP ASSN ELEV        APPROX.12.0 KM 1343538.0 |
 GH0868| GH0869 TT 70 L                              14.228 METERS 23423     |
 GH0868|---------------------------------------------------------------------|
 GH0868
 GH0868                          SUPERSEDED SURVEY CONTROL
 GH0868
 GH0868  NAD 83(1993)-  36 59 55.16697(N)    097 45 01.55943(W) AD(       ) 3
 GH0868  NAD 83(1986)-  36 59 55.17229(N)    097 45 01.55074(W) AD(       ) 3
 GH0868  NAD 27      -  36 59 55.08307(N)    097 45 00.35747(W) AD(       ) 3
 GH0868
 GH0868.Superseded values are not recommended for survey control.
 GH0868
 GH0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0868.See file dsdata.pdf to determine how the superseded data were derived.
 GH0868
 GH0868_MARKER: DS = TRIANGULATION STATION DISK
 GH0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0868_STAMPING: BLACK 1958
 GH0868_MARK LOGO: CGS
 GH0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0868+STABILITY: SURFACE MOTION
 GH0868
 GH0868  HISTORY     - Date     Condition        Report By
 GH0868  HISTORY     - 1957     MONUMENTED       CGS
 GH0868  HISTORY     - 20071004 POOR             GEOCAC
 GH0868
 GH0868                          STATION DESCRIPTION
 GH0868
 GH0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0868'STATION IS ON THE RIGHT-OF-WAY OF A GRAVELED ROAD AND NEAR
 GH0868'THE OKLAHOMA-KANSAS STATE LINE, 8 MILES WEST AND 2-1/4 MILES
 GH0868'SOUTH OF CALDWELL, KANSAS, IN THE NORTHWEST 1/4 OF SECTION 16,
 GH0868'T 29 N, R 5 W.
 GH0868'
 GH0868'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 GH0868'49 IN CALDWELL BY GOING NORTH ON HIGHWAY 49 FOR 0.6 MILE TO
 GH0868'A CROSSROADS, (1 BLOCK NORTH OF A STANDPIPE) TURN LEFT, GO
 GH0868'WEST, NORTH AND WEST ON A PAVED ROAD FOR 7.4 MILE TO A CROSSROADS
 GH0868'AT A SCHOOLHOUSE, TURN LEFT AND GO SOUTH FOR 3.55 MILE TO THE
 GH0868'STATE LINE, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 GH0868'MILE TO A SIDE ROAD ON THE LEFT, CONTINUE WEST FOR 0.8 MILE
 GH0868'TO A SIDE ROAD ON THE RIGHT, (AZIMUTH MARK IS 0.3 MILE NORTH
 GH0868'OF THIS POINT) CONTINUE WEST FOR 0.2 MILE TO THE STATION
 GH0868'ON THE LEFT.
 GH0868'
 GH0868'STATION MARKS ARE STANDARD DISKS, STAMPED BLACK 1957.  SURFACE
 GH0868'MARK IS SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 6
 GH0868'INCHES.  IT IS 70 FEET SOUTHEAST OF THE CENTER OF A T-ROAD
 GH0868'INTERSECTION, 64 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 GH0868'LEADING SOUTH, 33 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 GH0868'ROAD AND 3 FEET NORTH OF A PROPERTY LINE FENCE.  A 4 IN X
 GH0868'4 IN WHITE WITNESS POST WAS SET 5 FEET WEST OF THE MARK.
 GH0868'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0868'30 INCHES BELOW THE GROUND SURFACE.
 GH0868'
 GH0868'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK NO 1 1957,
 GH0868'SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GH0868'IT IS 93 FEET EAST OF THE CENTER OF THE ROAD LEADING SOUTH,
 GH0868'35 FEET SOUTH OF THE CENTER OF THE EAST-WEST-ROAD AND 1 FOOT
 GH0868'NORTH OF THE FENCE.
 GH0868'
 GH0868'T T 1 70 (USGS) IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 GH0868'BENCH MARK DISK, STAMPED T.T. 70 L. 1930 SET IN A 6-INCH
 GH0868'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 GH0868'AT THE NORTHWEST CORNER OF A CULTIVATE FIELD, 59 FEET SOUTH
 GH0868'OF THE CENTER OF THE EAST-WEST ROAD AND 25 FEET EAST OF THE
 GH0868'CENTER OF THE ROAD LEADING SOUTH.  A 4 IN X 4 IN WHITE WITNESS
 GH0868'POST WAS SET 18 INCHES SOUTH OF THE MARK.
 GH0868'
 GH0868'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK 1957, SET IN
 GH0868'A 9-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GH0868'23 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD AND
 GH0868'2 FEET SOUTHWEST OF A TELEPHONE POLE.  A 4 IN X 4 IN WHITE
 GH0868'WITNESS POST WAS SET 4 FEET NORTH OF THE MARK.
 GH0868
 GH0868                          STATION RECOVERY (2007)
 GH0868
 GH0868'RECOVERY NOTE BY GEOCACHING 2007 (MAM)
 GH0868'STATION DISK FOUND SOLID IN CONCRETE POST.  POST PROJECTS 8 INCHES AND
 GH0868'APPEARS TO HAVE BEEN DISTURBED BY FARMING ACTIVITY. POST IS LEANING TO
 GH0868'THE EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1423 ***********************************************************************
 GL1423  DESIGNATION -  BLACK ROCK
 GL1423  PID         -  GL1423
 GL1423  STATE/COUNTY-  OK/CIMARRON
 GL1423  COUNTRY     -  US
 GL1423  USGS QUAD   -  KENTON NE (2018)
 GL1423
 GL1423                         *CURRENT SURVEY CONTROL
 GL1423  ______________________________________________________________________
 GL1423* NAD 83(1997) POSITION- 36 58 36.41152(N) 102 47 54.09835(W)   ADJUSTED
 GL1423* NAVD 88 ORTHO HEIGHT -  1353.    (meters)     4439.    (feet) SCALED
 GL1423  ______________________________________________________________________
 GL1423  GEOID HEIGHT    -        -22.944 (meters)                     GEOID18
 GL1423  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC18
 GL1423  HORZ ORDER      -  THIRD
 GL1423
 GL1423.The horizontal coordinates were established by classical geodetic methods
 GL1423.and adjusted by the National Geodetic Survey in October 1998.
 GL1423
 GL1423.The orthometric height was scaled from a topographic map.
 GL1423
 GL1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1423.GEOID18 height accuracy estimate available here.
 GL1423
 GL1423.Click photographs - Photos may exist for this station.
 GL1423
 GL1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1423
 GL1423. The following values were computed from the NAD 83(1997) position.
 GL1423
 GL1423;                    North         East     Units Scale Factor Converg.
 GL1423;SPC OK N     -   229,897.285   172,914.715   MT  1.00004509   -2 49 54.3
 GL1423;SPC OK N     -   754,254.68    567,304.36   sFT  1.00004509   -2 49 54.3
 GL1423;UTM  13      - 4,094,561.920   695,966.214   MT  1.00007311   +1 19 28.9
 GL1423
 GL1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1423!SPC OK N     -   0.99979137  x   1.00004509  =   0.99983646
 GL1423!UTM  13      -   0.99979137  x   1.00007311  =   0.99986447
 GL1423
 GL1423:                Primary Azimuth Mark                     Grid Az
 GL1423:SPC OK N     -  BOLT ET                                  092 27 50.5
 GL1423:UTM  13      -  BOLT ET                                  088 18 27.3
 GL1423
 GL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9596694561(NAD 83)
 GL1423
 GL1423|---------------------------------------------------------------------|
 GL1423| PID    Reference Object                     Distance      Geod. Az  |
 GL1423|                                                           dddmmss.s |
 GL1423| GL1413 BOLT ET                             APPROX. 9.9 KM 0893756.2 |
 GL1423|---------------------------------------------------------------------|
 GL1423
 GL1423                          SUPERSEDED SURVEY CONTROL
 GL1423
 GL1423  NAD 83(1992)-  36 58 36.41733(N)    102 47 54.11070(W) AD(       ) 3
 GL1423  NAD 83(1992)-  36 58 36.42196(N)    102 47 54.09476(W) AD(       ) 3
 GL1423  NAD 83(1986)-  36 58 36.42198(N)    102 47 54.09473(W) AD(       ) 3
 GL1423  NAD 27      -  36 58 36.35507(N)    102 47 52.38695(W) AD(       ) 3
 GL1423
 GL1423.Superseded values are not recommended for survey control.
 GL1423
 GL1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1423.See file dsdata.pdf to determine how the superseded data were derived.
 GL1423
 GL1423_MARKER: DD = SURVEY DISK
 GL1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1423_STAMPING: BLACKROCK ET 1961
 GL1423_MARK LOGO: USFS
 GL1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1423+STABILITY: SURFACE MOTION
 GL1423
 GL1423  HISTORY     - Date     Condition        Report By
 GL1423  HISTORY     - 1961     MONUMENTED       USFS
 GL1423
 GL1423                          STATION DESCRIPTION
 GL1423
 GL1423'DESCRIBED BY US FOREST SERVICE 1961
 GL1423'CAMPO, COLORADO, 15.5 MI SW. OF.  BOISE CITY, OKLAHOMA, 24.0 MI NW.
 GL1423'OF, IN CIMARRON COUNTY, OKLAHOMA, SEC. 24, T. 6 N., R. 2 E., CIMARRON
 GL1423'PRINCIPAL MERIDIAN.  STATION MARK IS A STANDARD USFS BRONZE TABLET
 GL1423'STAMPED---BLACKROCK ET 1961---, SET IN A CONCRETE POST PROJECTING 0.6
 GL1423'FT.  (A REDWOOD 4 X 4 WITNESS POST PAINTED WHITE WITH U. S. TRIANGLE
 GL1423'WAS SET 5 FT E. OF STATION.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0232 ***********************************************************************
 GH0232  DESIGNATION -  BLACKWELL
 GH0232  PID         -  GH0232
 GH0232  STATE/COUNTY-  OK/KAY
 GH0232  COUNTRY     -  US
 GH0232  USGS QUAD   -  BLACKWELL (2018)
 GH0232
 GH0232                         *CURRENT SURVEY CONTROL
 GH0232  ______________________________________________________________________
 GH0232* NAD 83(1986) POSITION- 36 47 55.9    (N) 097 17 07.1    (W)   HD_HELD2
 GH0232* NAVD 88 ORTHO HEIGHT -   310.756 (meters)     1019.54  (feet) ADJUSTED
 GH0232  ______________________________________________________________________
 GH0232  GEOID HEIGHT    -        -28.766 (meters)                     GEOID18
 GH0232  DYNAMIC HEIGHT  -        310.491 (meters)     1018.67  (feet) COMP
 GH0232  MODELED GRAVITY -    979,771.8   (mgal)                       NAVD 88
 GH0232
 GH0232  VERT ORDER      -  SECOND    CLASS 0
 GH0232
 GH0232.The horizontal coordinates were established by autonomous hand held GPS
 GH0232.observations and have an estimated accuracy of +/- 10 meters.
 GH0232
 GH0232.The orthometric height was determined by differential leveling and
 GH0232.adjusted by the NATIONAL GEODETIC SURVEY
 GH0232.in June 1991.
 GH0232
 GH0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0232.GEOID18 height accuracy estimate available here.
 GH0232
 GH0232.Click photographs - Photos may exist for this station.
 GH0232
 GH0232.The dynamic height is computed by dividing the NAVD 88
 GH0232.geopotential number by the normal gravity value computed on the
 GH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0232.degrees latitude (g = 980.6199 gals.).
 GH0232
 GH0232.The modeled gravity was interpolated from observed gravity values.
 GH0232
 GH0232;                    North         East    Units  Estimated Accuracy
 GH0232;SPC OK N     -   199,831.      663,783.      MT  (+/- 10 meters HH2 GPS)
 GH0232
 GH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5297473931(NAD 83)
 GH0232
 GH0232                          SUPERSEDED SURVEY CONTROL
 GH0232
 GH0232  NGVD 29 (??/??/92)  310.642  (m)         1019.16   (f) ADJ UNCH    2 0
 GH0232
 GH0232.Superseded values are not recommended for survey control.
 GH0232
 GH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0232.See file dsdata.pdf to determine how the superseded data were derived.
 GH0232
 GH0232_MARKER: DB = BENCH MARK DISK
 GH0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0232_SP_SET: BUILDING FOUNDATION
 GH0232_STAMPING: BLACKWELL 1934
 GH0232_MARK LOGO: CGS
 GH0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0232
 GH0232  HISTORY     - Date     Condition        Report By
 GH0232  HISTORY     - 1934     MONUMENTED       CGS
 GH0232
 GH0232                          STATION DESCRIPTION
 GH0232
 GH0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0232'AT BLACKWELL.
 GH0232'AT BLACKWELL, KAY COUNTY, AT THE NORTHEAST CORNER OF THE MUNICIPAL
 GH0232'POWER PLANT, IN THE HORIZONTAL SURFACE OF THE PROJECTING CONCRETE
 GH0232'FOUNDATION, AND ABOUT 4 FEET HIGHER THAN THE GROUND.  A STANDARD
 GH0232'DISK, STAMPED BLACKWELL 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0693 ***********************************************************************
 GH0693  DESIGNATION -  BLACKWELL AIRPORT
 GH0693  PID         -  GH0693
 GH0693  STATE/COUNTY-  OK/KAY
 GH0693  COUNTRY     -  US
 GH0693  USGS QUAD   -  BLACKWELL (2018)
 GH0693
 GH0693                         *CURRENT SURVEY CONTROL
 GH0693  ______________________________________________________________________
 GH0693* NAD 83(1997) POSITION- 36 48 03.62615(N) 097 18 44.23413(W)   ADJUSTED
 GH0693* NAVD 88 ORTHO HEIGHT -   319.    (meters)     1047.    (feet) SCALED
 GH0693  ______________________________________________________________________
 GH0693  GEOID HEIGHT    -        -28.725 (meters)                     GEOID18
 GH0693  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 GH0693  HORZ ORDER      -  FIRST
 GH0693
 GH0693.The horizontal coordinates were established by classical geodetic methods
 GH0693.and adjusted by the National Geodetic Survey in October 1998.
 GH0693
 GH0693.The orthometric height was scaled from a topographic map.
 GH0693
 GH0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0693.GEOID18 height accuracy estimate available here.
 GH0693
 GH0693.Click photographs - Photos may exist for this station.
 GH0693
 GH0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0693
 GH0693. The following values were computed from the NAD 83(1997) position.
 GH0693
 GH0693;                    North         East     Units Scale Factor Converg.
 GH0693;SPC OK N     -   200,051.479   661,373.494   MT  1.00000645   +0 24 21.1
 GH0693;SPC OK N     -   656,335.56  2,169,856.20   sFT  1.00000645   +0 24 21.1
 GH0693;UTM  14      - 4,074,126.416   650,562.663   MT  0.99987928   +1 00 40.3
 GH0693
 GH0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0693!SPC OK N     -   0.99995443  x   1.00000645  =   0.99996088
 GH0693!UTM  14      -   0.99995443  x   0.99987928  =   0.99983372
 GH0693
 GH0693:                Primary Azimuth Mark                     Grid Az
 GH0693:SPC OK N     -  BLACKWELL AIRPORT AZ MK                  163 01 42.8
 GH0693:UTM  14      -  BLACKWELL AIRPORT AZ MK                  162 25 23.6
 GH0693
 GH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5056274126(NAD 83)
 GH0693
 GH0693|---------------------------------------------------------------------|
 GH0693| PID    Reference Object                     Distance      Geod. Az  |
 GH0693|                                                           dddmmss.s |
 GH0693| CL4300 BLACKWELL AIRPORT RM 1               19.598 METERS 00810     |
 GH0693| GH0696 BLACKWELL ZINC CO WATER TANK        APPROX. 0.7 KM 0253307.9 |
 GH0693| GH0692 BLACKWELL ZINC CO STACK             APPROX. 0.9 KM 0444644.9 |
 GH0693| GH0697 BLACKWELL KAY REA COOP MAST         APPROX. 2.8 KM 0742451.5 |
 GH0693| GH0695 BLACKWELL RADIO STA KLTR MAST       APPROX. 4.5 KM 0761137.2 |
 GH0693| GH0694 AIRPORT BCN BLACKWELL MUN APT        24.501 METERS 10543     |
 GH0693| CL4299 BLACKWELL AIRPORT AZ MK                            1632603.9 |
 GH0693| CL4301 BLACKWELL AIRPORT RM 2               29.121 METERS 22545     |
 GH0693|---------------------------------------------------------------------|
 GH0693
 GH0693                          SUPERSEDED SURVEY CONTROL
 GH0693
 GH0693  NAD 83(1993)-  36 48 03.62721(N)    097 18 44.23325(W) AD(       ) 1
 GH0693  NAD 83(1986)-  36 48 03.63630(N)    097 18 44.22349(W) AD(       ) 1
 GH0693  NAD 27      -  36 48 03.52048(N)    097 18 43.06843(W) AD(       ) 1
 GH0693
 GH0693.Superseded values are not recommended for survey control.
 GH0693
 GH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0693.See file dsdata.pdf to determine how the superseded data were derived.
 GH0693
 GH0693_MARKER: DS = TRIANGULATION STATION DISK
 GH0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0693_STAMPING: BLACKWELL AIRPORT 1958
 GH0693_MARK LOGO: CGS
 GH0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0693+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 GH0693
 GH0693  HISTORY     - Date     Condition        Report By
 GH0693  HISTORY     - 1958     MONUMENTED       CGS
 GH0693  HISTORY     - 20140122 GOOD             GEOCAC
 GH0693
 GH0693                          STATION DESCRIPTION
 GH0693
 GH0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0693'STATION IS ABOUT 2 MILES WEST SOUTHWEST OF THE CENTER OF BLACKWELL,
 GH0693'IN THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 GH0693'21, T 27 N, R 1 W, AT THE NORTHEAST CORNER OF THE BLACKWELL
 GH0693'MUNICIPAL AIRPORT.
 GH0693'
 GH0693'STATION IS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 GH0693'WEST BLACKWELL AVENUE IN BLACKWELL BY GOING WEST ON WEST
 GH0693'BLACKWELL AVENUE 1.0 MILE TO SOUTH THIRTEENTH STREET, TURN
 GH0693'LEFT ON SOUTH THIRTEENTH STREET AND GO SOUTH 0.4 MILE, TURN
 GH0693'RIGHT AND GO WEST ON W. FURGUSON AVENUE 0.5 MILE TO CROSSROADS,
 GH0693'(AZIMUTH MARK IS IMMEDIATELY BEYOND ON THE RIGHT) TURN RIGHT
 GH0693'0.1 MILE TO THE AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND
 GH0693'GO 0.2 MILE NORTHWESTERLY TO A LARGE HANGER ON THE LEFT
 GH0693'AND THE STATION ON THE RIGHT.
 GH0693'
 GH0693'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH
 GH0693'SQUARE CONCRETE POSTS.
 GH0693'
 GH0693'STATION MARKS ARE STAMPED BLACKWELL AIRPORT 1958 AND THE
 GH0693'SURFACE MARK PROJECTS 1 INCH.  IT IS 93 FEET NORTHEAST OF
 GH0693'THE NORTHEAST CORNER OF THE HANGER, 76 FEET WEST OF A POWERLINE
 GH0693'POLE, 74 FEET WEST OF THE NORTHWEST LEG OF THE AIRPORT BEACON,
 GH0693'61 FEET NORTH OF THE SOUTH ENTRANCE DRIVE AND 39 FEET SOUTH
 GH0693'OF THE NORTH ENTRANCE DRIVE.  NO WITNESS POST WAS SET.  THE
 GH0693'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 GH0693'INCHES BELOW THE GROUND SURFACE.
 GH0693'
 GH0693'REFERENCE MARK 1 IS STAMPED BLACKWELL AIRPORT NO 1 1958 AND
 GH0693'PROJECTS 4 INCHES.  IT IS 101 FEET NORTHWEST OF THE NORTHWEST
 GH0693'LEG OF THE BEACON, 79 FEET NORTHWEST OF THE POWERLINE POLE
 GH0693'AND 24 FEET NORTH OF THE NORTH ENTRANCE DRIVE.
 GH0693'
 GH0693'REFERENCE MARK 2 IS STAMPED BLACKWELL AIRPORT NO 2 1958 AND
 GH0693'PROJECTS 4 INCHES.  IT IS 35 FEET SOUTHWEST OF THE SOUTH
 GH0693'ENTRANCE DRIVE AND 2 FEET WEST OF THE NORTHEAST CORNER OF
 GH0693'THE HANGER.
 GH0693'
 GH0693'AZIMUTH MARK IS STAMPED BLACKWELL AIRPORT 1958 AND PROJECTS
 GH0693'4 INCHES.  IT IS 85 FEET WEST OF THE CENTER OF TWENTY FIRST
 GH0693'STREET, 50 FEET WEST OF A ROAD RIGHT-OF-WAY FENCE CORNER, 31 FEET
 GH0693'NORTH OF THE CENTER OF W. FURGUSON AVENUE AND 1 FOOT NORTH OF
 GH0693'AN EAST-WEST RIGHT-OF-WAY FENCE.
 GH0693'
 GH0693'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0693
 GH0693                          STATION RECOVERY (2014)
 GH0693
 GH0693'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0693'THE AIRPORT HAS BEEN REMOVED. THE STATION IS AT THE WEST END OF W
 GH0693'COLLEGE AVE, SOUTH OF BALL FIELDS, ABOUT 72 FEET ESE OF A WOOD UTILITY
 GH0693'POLE, AND 40 FEET SOUTH OF COLLEGE AVE, SET IN THE TOP OF A 12 INCH
 GH0693'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 GH0693'
 GH0693'REFERENCE MARK 1 WAS FOUND AS DESCRIBED SET IN THE TOP OF A 12 INCH
 GH0693'ROUND CONCRETE POST. REFERENCE MARK 2 WAS NOT FOUND. THE AZIMUTH MARK
 GH0693'WAS NOT SEARCHED FOR ON THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0697 ***********************************************************************
 GH0697  DESIGNATION -  BLACKWELL KAY REA COOP MAST
 GH0697  PID         -  GH0697
 GH0697  STATE/COUNTY-  OK/KAY
 GH0697  COUNTRY     -  US
 GH0697  USGS QUAD   -  BLACKWELL (2018)
 GH0697
 GH0697                         *CURRENT SURVEY CONTROL
 GH0697  ______________________________________________________________________
 GH0697* NAD 83(1997) POSITION- 36 48 28.14164(N) 097 16 54.87151(W)   ADJUSTED
 GH0697  ______________________________________________________________________
 GH0697  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 GH0697  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 GH0697  HORZ ORDER      -  THIRD
 GH0697
 GH0697.The horizontal coordinates were established by classical geodetic methods
 GH0697.and adjusted by the National Geodetic Survey in October 1998.
 GH0697
 GH0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0697.GEOID18 height accuracy estimate available here.
 GH0697
 GH0697.Click photographs - Photos may exist for this station.
 GH0697
 GH0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0697
 GH0697. The following values were computed from the NAD 83(1997) position.
 GH0697
 GH0697;                    North         East     Units Scale Factor Converg.
 GH0697;SPC OK N     -   200,826.808   664,078.923   MT  1.00000777   +0 25 25.6
 GH0697;SPC OK N     -   658,879.29  2,178,732.27   sFT  1.00000777   +0 25 25.6
 GH0697;UTM  14      - 4,074,930.197   653,259.415   MT  0.99988937   +1 01 46.4
 GH0697
 GH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5325974930(NAD 83)
 GH0697
 GH0697                          SUPERSEDED SURVEY CONTROL
 GH0697
 GH0697  NAD 83(1993)-  36 48 28.14264(N)    097 16 54.87061(W) AD(       ) 3
 GH0697  NAD 83(1986)-  36 48 28.15192(N)    097 16 54.86089(W) AD(       ) 3
 GH0697  NAD 27      -  36 48 28.03657(N)    097 16 53.70638(W) AD(       ) 3
 GH0697
 GH0697.Superseded values are not recommended for survey control.
 GH0697
 GH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0697.See file dsdata.pdf to determine how the superseded data were derived.
 GH0697
 GH0697_MARKER: 42 = RADIO/TV MAST
 GH0697
 GH0697  HISTORY     - Date     Condition        Report By
 GH0697  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0697
 GH0697                          STATION DESCRIPTION
 GH0697
 GH0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0697'STATION IS THE TOP OF THE MAST.  IT IS LOCATED ATOP THE BLACKWELL
 GH0697'CO-OP ASSN. ELEVATOR IN THE NORTH EDGE OF THE BUSINESS DISTRICT OF
 GH0697'BLACKWELL.  IT IS A STEEL, SKELETON FRAMEWORK STRUCTURE, PAINTED
 GH0697'ALTERNATELY RED AND WHITE WITH AN OVERALL HEIGHT OF 155 FEET.
 GH0697'
 GH0697'SEVERAL ATTEMPTS WERE MADE TO FIND OUT THE NAME OF THIS TOWER
 GH0697'WERE UNSUCCESSFUL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0695 ***********************************************************************
 GH0695  DESIGNATION -  BLACKWELL RADIO STA KLTR MAST
 GH0695  PID         -  GH0695
 GH0695  STATE/COUNTY-  OK/KAY
 GH0695  COUNTRY     -  US
 GH0695  USGS QUAD   -  BLACKWELL (2018)
 GH0695
 GH0695                         *CURRENT SURVEY CONTROL
 GH0695  ______________________________________________________________________
 GH0695* NAD 83(1997) POSITION- 36 48 38.14096(N) 097 15 49.37919(W)   ADJUSTED
 GH0695  ______________________________________________________________________
 GH0695  GEOID HEIGHT    -        -28.802 (meters)                     GEOID18
 GH0695  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 GH0695  HORZ ORDER      -  THIRD
 GH0695
 GH0695.The horizontal coordinates were established by classical geodetic methods
 GH0695.and adjusted by the National Geodetic Survey in October 1998.
 GH0695
 GH0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0695.GEOID18 height accuracy estimate available here.
 GH0695
 GH0695.Click photographs - Photos may exist for this station.
 GH0695
 GH0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0695
 GH0695. The following values were computed from the NAD 83(1997) position.
 GH0695
 GH0695;                    North         East     Units Scale Factor Converg.
 GH0695;SPC OK N     -   201,147.201   665,699.947   MT  1.00000831   +0 26 04.3
 GH0695;SPC OK N     -   659,930.44  2,184,050.58   sFT  1.00000831   +0 26 04.3
 GH0695;UTM  14      - 4,075,267.675   654,876.773   MT  0.99989551   +1 02 25.9
 GH0695
 GH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5487675267(NAD 83)
 GH0695
 GH0695                          SUPERSEDED SURVEY CONTROL
 GH0695
 GH0695  NAD 83(1993)-  36 48 38.14194(N)    097 15 49.37820(W) AD(       ) 3
 GH0695  NAD 83(1986)-  36 48 38.15146(N)    097 15 49.36834(W) AD(       ) 3
 GH0695  NAD 27      -  36 48 38.03501(N)    097 15 48.21566(W) AD(       ) 3
 GH0695
 GH0695.Superseded values are not recommended for survey control.
 GH0695
 GH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0695.See file dsdata.pdf to determine how the superseded data were derived.
 GH0695
 GH0695_MARKER: 42 = RADIO/TV MAST
 GH0695
 GH0695  HISTORY     - Date     Condition        Report By
 GH0695  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0695
 GH0695                          STATION DESCRIPTION
 GH0695
 GH0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0695'THE STATION IS THE TOP OF THE MAST.  IT IS LOCATED ABOUT 1
 GH0695'MILE EAST OF THE BUSINESS DISTRICT OF BLACKWELL IN THE SOUTHEAST
 GH0695'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 11 AND ALT. U.S. HIGHWAY
 GH0695'177.  IT IS A THREE-LEGGED STEEL STRUCTURE WITH VERTICAL
 GH0695'LEGS, PAINTED ALTERNATELY RED AND WHITE AND 150 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0692 ***********************************************************************
 GH0692  DESIGNATION -  BLACKWELL ZINC CO STACK
 GH0692  PID         -  GH0692
 GH0692  STATE/COUNTY-  OK/KAY
 GH0692  COUNTRY     -  US
 GH0692  USGS QUAD   -  BLACKWELL (2018)
 GH0692
 GH0692                         *CURRENT SURVEY CONTROL
 GH0692  ______________________________________________________________________
 GH0692* NAD 83(1997) POSITION- 36 48 23.56472(N) 097 18 19.62824(W)   ADJUSTED
 GH0692  ______________________________________________________________________
 GH0692  GEOID HEIGHT    -        -28.738 (meters)                     GEOID18
 GH0692  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 GH0692  HORZ ORDER      -  THIRD
 GH0692
 GH0692.The horizontal coordinates were established by classical geodetic methods
 GH0692.and adjusted by the National Geodetic Survey in October 1998.
 GH0692
 GH0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0692.GEOID18 height accuracy estimate available here.
 GH0692
 GH0692.Click photographs - Photos may exist for this station.
 GH0692
 GH0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0692
 GH0692. The following values were computed from the NAD 83(1997) position.
 GH0692
 GH0692;                    North         East     Units Scale Factor Converg.
 GH0692;SPC OK N     -   200,670.438   661,979.060   MT  1.00000752   +0 24 35.6
 GH0692;SPC OK N     -   658,366.26  2,171,842.97   sFT  1.00000752   +0 24 35.6
 GH0692;UTM  14      - 4,074,751.660   651,161.578   MT  0.99988150   +1 00 55.5
 GH0692
 GH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5116174751(NAD 83)
 GH0692
 GH0692                          SUPERSEDED SURVEY CONTROL
 GH0692
 GH0692  NAD 83(1993)-  36 48 23.56574(N)    097 18 19.62742(W) AD(       ) 3
 GH0692  NAD 83(1986)-  36 48 23.57494(N)    097 18 19.61752(W) AD(       ) 3
 GH0692  NAD 27      -  36 48 23.46132(N)    097 18 18.46175(W) AD(       ) 3
 GH0692
 GH0692.Superseded values are not recommended for survey control.
 GH0692
 GH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0692.See file dsdata.pdf to determine how the superseded data were derived.
 GH0692
 GH0692_MARKER: 63 = STACK
 GH0692
 GH0692  HISTORY     - Date     Condition        Report By
 GH0692  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0692  HISTORY     - 1963     GOOD             CGS
 GH0692
 GH0692                          STATION DESCRIPTION
 GH0692
 GH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0692'THE STATION IS THE TOP OF THE STACK.  IT IS LOCATED IN THE CENTER
 GH0692'OF THE GROUNDS OF BLACKWELL ZINC CO., 0.25 MILE WEST OF 13TH
 GH0692'STREET AND 0.2 MILE NORTH OF BLACKWELL AVE. ABOUT 1-1/2
 GH0692'MILES WEST OF THE CENTER OF THE BUSINESS DISTRICT OF BLACKWELL.
 GH0692'IT IS A BRICK STRUCTURE, PAINTED ALTERNATELY RED AND WHITE AND
 GH0692'406 FEET HIGH.
 GH0692
 GH0692                          STATION RECOVERY (1963)
 GH0692
 GH0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0692'THE STATION WAS RECOVERED AS DESCRIBED BY O.S.R. IN 1958.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0696 ***********************************************************************
 GH0696  DESIGNATION -  BLACKWELL ZINC CO WATER TANK
 GH0696  PID         -  GH0696
 GH0696  STATE/COUNTY-  OK/KAY
 GH0696  COUNTRY     -  US
 GH0696  USGS QUAD   -  BLACKWELL (2018)
 GH0696
 GH0696                         *CURRENT SURVEY CONTROL
 GH0696  ______________________________________________________________________
 GH0696* NAD 83(1997) POSITION- 36 48 23.40339(N) 097 18 32.47541(W)   ADJUSTED
 GH0696  ______________________________________________________________________
 GH0696  GEOID HEIGHT    -        -28.732 (meters)                     GEOID18
 GH0696  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 GH0696  HORZ ORDER      -  THIRD
 GH0696
 GH0696.The horizontal coordinates were established by classical geodetic methods
 GH0696.and adjusted by the National Geodetic Survey in October 1998.
 GH0696
 GH0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0696.GEOID18 height accuracy estimate available here.
 GH0696
 GH0696.Click photographs - Photos may exist for this station.
 GH0696
 GH0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0696
 GH0696. The following values were computed from the NAD 83(1997) position.
 GH0696
 GH0696;                    North         East     Units Scale Factor Converg.
 GH0696;SPC OK N     -   200,663.192   661,660.646   MT  1.00000751   +0 24 28.0
 GH0696;SPC OK N     -   658,342.49  2,170,798.30   sFT  1.00000751   +0 24 28.0
 GH0696;UTM  14      - 4,074,741.051   650,843.299   MT  0.99988032   +1 00 47.8
 GH0696
 GH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5084374741(NAD 83)
 GH0696
 GH0696                          SUPERSEDED SURVEY CONTROL
 GH0696
 GH0696  NAD 83(1993)-  36 48 23.40449(N)    097 18 32.47450(W) AD(       ) 3
 GH0696  NAD 83(1986)-  36 48 23.41363(N)    097 18 32.46460(W) AD(       ) 3
 GH0696  NAD 27      -  36 48 23.29982(N)    097 18 31.30873(W) AD(       ) 3
 GH0696
 GH0696.Superseded values are not recommended for survey control.
 GH0696
 GH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0696.See file dsdata.pdf to determine how the superseded data were derived.
 GH0696
 GH0696_MARKER: 53 = ELEVATED TANK
 GH0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0696+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GH0696
 GH0696  HISTORY     - Date     Condition        Report By
 GH0696  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0696  HISTORY     - 20030709 GOOD             USPSQD
 GH0696
 GH0696                          STATION DESCRIPTION
 GH0696
 GH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0696'THE STATION IS THE FINIAL ON THE APEX OF THE TANK.  IT IS LOCATED
 GH0696'IN THE APPROXIMATE CENTER OF THE GROUNDS OF THE BLACKWELL
 GH0696'ZINC CO., ABOUT 1-1/2 MILES WEST OF THE BUSINESS DISTRICT
 GH0696'OF BLACKWELL, 0.25 MILES WEST OF 13TH STREET AND 0.2 MILE NORTH OF
 GH0696'BLACKWELL AVE.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED
 GH0696'STEEL, SKELETON FRAMEWORK, PAINTED ALUMINUM IN COLOR WITH
 GH0696'ALTERNATING RED AND WHITE STRIPES ON THE TOP, AND 75 FEET
 GH0696'HIGH.
 GH0696
 GH0696                          STATION RECOVERY (2003)
 GH0696
 GH0696'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 GH0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0686 ***********************************************************************
 GH0686  DESIGNATION -  BLAINE
 GH0686  PID         -  GH0686
 GH0686  STATE/COUNTY-  OK/GARFIELD
 GH0686  COUNTRY     -  US
 GH0686  USGS QUAD   -  BILLINGS (2018)
 GH0686
 GH0686                         *CURRENT SURVEY CONTROL
 GH0686  ______________________________________________________________________
 GH0686* NAD 83(1997) POSITION- 36 34 29.20433(N) 097 29 04.65903(W)   ADJUSTED
 GH0686* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 GH0686  ______________________________________________________________________
 GH0686  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 GH0686  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 GH0686  HORZ ORDER      -  SECOND
 GH0686
 GH0686.The horizontal coordinates were established by classical geodetic methods
 GH0686.and adjusted by the National Geodetic Survey in October 1998.
 GH0686
 GH0686.The orthometric height was scaled from a topographic map.
 GH0686
 GH0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0686.GEOID18 height accuracy estimate available here.
 GH0686
 GH0686.Click photographs - Photos may exist for this station.
 GH0686
 GH0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0686
 GH0686. The following values were computed from the NAD 83(1997) position.
 GH0686
 GH0686;                    North         East     Units Scale Factor Converg.
 GH0686;SPC OK N     -   174,851.898   646,126.779   MT  0.99997061   +0 18 14.9
 GH0686;SPC OK N     -   573,659.94  2,119,834.27   sFT  0.99997061   +0 18 14.9
 GH0686;UTM  14      - 4,048,771.437   635,583.599   MT  0.99982648   +0 54 11.2
 GH0686
 GH0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0686!SPC OK N     -   0.99995249  x   0.99997061  =   0.99992310
 GH0686!UTM  14      -   0.99995249  x   0.99982648  =   0.99977898
 GH0686
 GH0686:                Primary Azimuth Mark                     Grid Az
 GH0686:SPC OK N     -  BLAINE AZ MK                             145 25 17.0
 GH0686:UTM  14      -  BLAINE AZ MK                             144 49 20.7
 GH0686
 GH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3558348771(NAD 83)
 GH0686
 GH0686|---------------------------------------------------------------------|
 GH0686| PID    Reference Object                     Distance      Geod. Az  |
 GH0686|                                                           dddmmss.s |
 GH0686| CL4303 BLAINE RM 1                          11.423 METERS 06942     |
 GH0686| GH0687 BILLINGS MUNICIPAL TANK             APPROX. 6.3 KM 1450446.1 |
 GH0686| CL4302 BLAINE AZ MK                                       1454331.9 |
 GH0686| GH0851 HUNTER MUNICIPAL TANK               APPROX.15.8 KM 2660013.6 |
 GH0686| GH0850 HUNTER FARMERS GRAIN CO ELEV        APPROX.15.9 KM 2663518.2 |
 GH0686| GH0842 SALT FORK CLYDE COOP ASSN ELEV      APPROX.11.6 KM 3051252.1 |
 GH0686| GH0840 LAMONT CLYDE COOP ASSN ELEV         APPROX.14.8 KM 3334340.4 |
 GH0686| CL4304 BLAINE RM 2                          11.549 METERS 34222     |
 GH0686|---------------------------------------------------------------------|
 GH0686
 GH0686                          SUPERSEDED SURVEY CONTROL
 GH0686
 GH0686  NAD 83(1993)-  36 34 29.20467(N)    097 29 04.65898(W) AD(       ) 2
 GH0686  NAD 83(1986)-  36 34 29.21333(N)    097 29 04.64780(W) AD(       ) 2
 GH0686  NAD 27      -  36 34 29.09342(N)    097 29 03.47809(W) AD(       ) 2
 GH0686
 GH0686.Superseded values are not recommended for survey control.
 GH0686
 GH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0686.See file dsdata.pdf to determine how the superseded data were derived.
 GH0686
 GH0686_MARKER: DS = TRIANGULATION STATION DISK
 GH0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0686_STAMPING: BLAINE 1963
 GH0686_MARK LOGO: CGS
 GH0686_PROJECTION: FLUSH
 GH0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0686+STABILITY: SURFACE MOTION
 GH0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0686+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 GH0686
 GH0686  HISTORY     - Date     Condition        Report By
 GH0686  HISTORY     - 1963     MONUMENTED       CGS
 GH0686  HISTORY     - 20101208 GOOD             INDIV
 GH0686
 GH0686                          STATION DESCRIPTION
 GH0686
 GH0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0686'THE STATION IS ABOUT 3-1/4 MILES NORTH AND 2-1/4 MILES WEST
 GH0686'OF BILLINGS, IN PASTURE LAND OWNED BY MRS. FRED E. JUPE.
 GH0686'
 GH0686'TO REACH THE STATION FROM THE POST OFFICE IN BILLINGS,
 GH0686'GO WEST ON MAIN STREET FOR 0.1 MILE TO BROADWAY AVENUE.  TURN
 GH0686'RIGHT AND GO NORTH ON BROADWAY AVENUE FOR 0.4 MILE TO STATE
 GH0686'HIGHWAY 15.  TURN LEFT AND GO WEST ON HIGHWAY 15 FOR 2.0 MILES
 GH0686'TO A CROSSROADS.  TURN RIGHT AND GO NORTH FOR 2.4 MILES TO
 GH0686'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.6 MILE
 GH0686'TO A CROSSROADS AT A WINDMILL ON THE LEFT.  TURN LEFT AND
 GH0686'GO 0.1 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 GH0686'THE GATE AND FOLLOW A DIM TRACK ROAD FOR 0.15 MILE.  AT
 GH0686'THIS POINT BEAR RIGHT AND GO 0.2 MILE TO A GATE AND THE
 GH0686'STATION.
 GH0686'
 GH0686'THE STATION MARK IS A STANDARD DISK, STAMPED BLAINE 1963,
 GH0686'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0686'THE GROUND.  IT IS 10.6 FEET EAST OF A NORTH-SOUTH FENCE,
 GH0686'10.5 FEET EAST OF A WITNESS POST AND 19.6 FEET SOUTHEAST
 GH0686'OF A SOUTH GATE POST.
 GH0686'
 GH0686'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLAINE NO 1
 GH0686'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0686'FLUSH WITH THE GROUND.  IT IS 47.1 FEET EAST OF THE FENCE,
 GH0686'46.2 FEET EAST OF THE GATE POST AND AT ABOUT THE SAME
 GH0686'ELEVATION AS THE STATION.
 GH0686'
 GH0686'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLAINE NO 2
 GH0686'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0686'FLUSH WITH THE GROUND.  IT IS 19.9 FEET NORTH OF THE GATE
 GH0686'POST AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GH0686'
 GH0686'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLAINE 1963,
 GH0686'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT
 GH0686'IS 39.9 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST
 GH0686'OF A FENCE, 8.9 FEET NORTH OF A WITNESS POST, 2 FEET NORTHWEST
 GH0686'OF A POWERLINE POLE AND 33.4 FEET SOUTH OF A SOUTH GATE
 GH0686'POST.
 GH0686
 GH0686                          STATION RECOVERY (2010)
 GH0686
 GH0686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0686'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0534 ***********************************************************************
 FK0534  DESIGNATION -  BLAINE
 FK0534  PID         -  FK0534
 FK0534  STATE/COUNTY-  OK/BLAINE
 FK0534  COUNTRY     -  US
 FK0534  USGS QUAD   -  LOYAL NW (2018)
 FK0534
 FK0534                         *CURRENT SURVEY CONTROL
 FK0534  ______________________________________________________________________
 FK0534* NAD 83(1993) POSITION- 35 56 31.55781(N) 098 12 43.25656(W)   ADJUSTED
 FK0534* NAVD 88 ORTHO HEIGHT -   394.    (meters)     1293.    (feet) SCALED
 FK0534  ______________________________________________________________________
 FK0534  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 FK0534  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 FK0534  HORZ ORDER      -  SECOND
 FK0534
 FK0534.The horizontal coordinates were established by classical geodetic methods
 FK0534.and adjusted by the National Geodetic Survey in November 1994.
 FK0534
 FK0534.The orthometric height was scaled from a topographic map.
 FK0534
 FK0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0534.GEOID18 height accuracy estimate available here.
 FK0534
 FK0534.Click photographs - Photos may exist for this station.
 FK0534
 FK0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0534
 FK0534. The following values were computed from the NAD 83(1993) position.
 FK0534
 FK0534;                    North         East     Units Scale Factor Converg.
 FK0534;SPC OK N     -   104,549.213   580,870.830   MT  0.99995310   -0 07 30.4
 FK0534;SPC OK N     -   343,008.54  1,905,740.38   sFT  0.99995310   -0 07 30.4
 FK0534;UTM  14      - 3,977,813.335   571,071.731   MT  0.99966224   +0 27 45.1
 FK0534
 FK0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0534!SPC OK N     -   0.99994240  x   0.99995310  =   0.99989550
 FK0534!UTM  14      -   0.99994240  x   0.99966224  =   0.99960466
 FK0534
 FK0534:                Primary Azimuth Mark                     Grid Az
 FK0534:SPC OK N     -  BLAINE AZ MK                             089 53 53.1
 FK0534:UTM  14      -  BLAINE AZ MK                             089 18 37.6
 FK0534
 FK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7107177813(NAD 83)
 FK0534
 FK0534|---------------------------------------------------------------------|
 FK0534| PID    Reference Object                     Distance      Geod. Az  |
 FK0534|                                                           dddmmss.s |
 FK0534| FK0529 LOYAL MUNICIPAL WATER TANK          APPROX. 9.4 KM 0683845.6 |
 FK0534| FK0530 LOYAL FARMERS CO OP EXCH ELEV       APPROX. 9.3 KM 0684827.4 |
 FK0534| CK8970 BLAINE AZ MK                                       0894622.7 |
 FK0534| CK8971 BLAINE RM 1                          17.938 METERS 18130     |
 FK0534| CK8972 BLAINE RM 2                          18.069 METERS 27047     |
 FK0534| FK0541 HITCHCOCK MUNICIPAL WATER TANK      APPROX.12.7 KM 2831849.7 |
 FK0534| FK0540 HITCHCOCK FARMERS UNION ELEV        APPROX.12.5 KM 2834025.6 |
 FK0534|---------------------------------------------------------------------|
 FK0534
 FK0534                          SUPERSEDED SURVEY CONTROL
 FK0534
 FK0534  NAD 83(1986)-  35 56 31.56342(N)    098 12 43.24102(W) AD(       ) 2
 FK0534  NAD 27      -  35 56 31.42634(N)    098 12 41.99922(W) AD(       ) 2
 FK0534
 FK0534.Superseded values are not recommended for survey control.
 FK0534
 FK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0534.See file dsdata.pdf to determine how the superseded data were derived.
 FK0534
 FK0534_MARKER: DS = TRIANGULATION STATION DISK
 FK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0534_STAMPING: BLAINE 1963
 FK0534_MARK LOGO: CGS
 FK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0534+STABILITY: SURFACE MOTION
 FK0534
 FK0534  HISTORY     - Date     Condition        Report By
 FK0534  HISTORY     - 1963     MONUMENTED       CGS
 FK0534
 FK0534                          STATION DESCRIPTION
 FK0534
 FK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0534'THE STATION IS ABOUT 5 MILES WEST AND 2 MILES SOUTH OF LOYAL, 0.1
 FK0534'MILE WEST OF THE BLAINE-KINGFISHER COUNTY LINE, ON THE NORTH
 FK0534'RIGHT-OF-WAY OF A COUNTY ROAD.
 FK0534'
 FK0534'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 51 IN
 FK0534'OKEENE, GO SOUTH ON HIGHWAY 8 FOR 9.85 MILES TO A FORK.  BEAR LEFT
 FK0534'AND CONTINUE SOUTH FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 FK0534'EAST ON A PAVED ROAD FOR 5.1 MILES TO A CROSSROAD.  TURN RIGHT AND
 FK0534'GO SOUTH ON A GRADED ROAD FOR 2.0 MILES TO A CROSSROAD AT A FARM
 FK0534'HOUSE ON THE LEFT.  TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.9
 FK0534'MILE TO THE TOP OF A SLIGHT GRADE AT THE STATION ON THE LEFT.
 FK0534'CONTINUE EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FK0534'
 FK0534'THE STATION MARK IS A STANDARD DISK, STAMPED BLAINE 1963, SET IN THE
 FK0534'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 FK0534'29.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 31.4 FEET EAST OF
 FK0534'THE SOUTHWEST CORNER OF A BOARD CORRAL, 11.2 FEET WEST-SOUTHWEST OF
 FK0534'THE SOUTHEAST CORNER OF THE CORRAL, 5.6 FEET WEST OF A WITNESS
 FK0534'POST, 3.5 FEET SOUTH OF A NORTH RIGHT-OF-WAY FENCE, 75.0 FEET NORTH
 FK0534'OF A CEDAR TREE AND 86.6 FEET WEST OF THE CENTERLINE OF A FIELD
 FK0534'ENTRANCE ROAD.
 FK0534'
 FK0534'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLAINE NO 1 1963, SET IN
 FK0534'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 FK0534'IS 30.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.1 FEET NORTH OF
 FK0534'THE CEDAR TREE, 88.3 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE
 FK0534'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 FK0534'
 FK0534'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLAINE NO 2 1963, SET
 FK0534'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 FK0534'IT IS 32.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 28.4 FEET WEST
 FK0534'OF THE SOUTHWEST CORNER OF THE CORRAL, 3.4 FEET SOUTH OF THE NORTH
 FK0534'RIGHT-OF-WAY FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 FK0534'STATION.
 FK0534'
 FK0534'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLAINE 1963, SET IN THE
 FK0534'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 FK0534'ABOUT 0.15 MILE EAST-SOUTHEAST OF A FARM HOUSE, 26.6 FEET NORTH OF
 FK0534'THE CENTERLINE OF THE ROAD, 3.9 FEET SOUTH OF A POWERLINE POLE,
 FK0534'4.8 FEET WEST OF A WITNESS POST AND 1.3 FEET SOUTH OF A NORTH
 FK0534'RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0915 ***********************************************************************
 EM0915  DESIGNATION -  BLAIR
 EM0915  PID         -  EM0915
 EM0915  STATE/COUNTY-  OK/JACKSON
 EM0915  COUNTRY     -  US
 EM0915  USGS QUAD   -  BLAIR (2018)
 EM0915
 EM0915                         *CURRENT SURVEY CONTROL
 EM0915  ______________________________________________________________________
 EM0915* NAD 83(1993) POSITION- 34 47 00.82675(N) 099 21 44.59560(W)   ADJUSTED
 EM0915* NAVD 88 ORTHO HEIGHT -   449.46  (+/-2cm)     1474.6   (feet) VERTCON3
 EM0915  ______________________________________________________________________
 EM0915  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 EM0915  LAPLACE CORR    -          6.37  (seconds)                    DEFLEC18
 EM0915  HORZ ORDER      -  SECOND
 EM0915  VERT ORDER      -  THIRD ? (See Below)
 EM0915
 EM0915.The horizontal coordinates were established by classical geodetic methods
 EM0915.and adjusted by the National Geodetic Survey in November 1994.
 EM0915
 EM0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0915
 EM0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0915.GEOID18 height accuracy estimate available here.
 EM0915
 EM0915.The vertical order pertains to the NGVD 29 superseded value.
 EM0915
 EM0915.Click photographs - Photos may exist for this station.
 EM0915
 EM0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0915
 EM0915. The following values were computed from the NAD 83(1993) position.
 EM0915
 EM0915;                    North         East     Units Scale Factor Converg.
 EM0915;SPC OK S     -   161,706.612   475,314.550   MT  0.99994197   -0 46 23.9
 EM0915;SPC OK S     -   530,532.44  1,559,427.82   sFT  0.99994197   -0 46 23.9
 EM0915;UTM  14      - 3,849,101.267   466,844.610   MT  0.99961355   -0 12 24.2
 EM0915
 EM0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0915!SPC OK S     -   0.99993362  x   0.99994197  =   0.99987559
 EM0915!UTM  14      -   0.99993362  x   0.99961355  =   0.99954720
 EM0915
 EM0915:                Primary Azimuth Mark                     Grid Az
 EM0915:SPC OK S     -  HEADRICK                                 121 30 26.5
 EM0915:UTM  14      -  HEADRICK                                 120 56 26.8
 EM0915
 EM0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6684449101(NAD 83)
 EM0915
 EM0915|---------------------------------------------------------------------|
 EM0915| PID    Reference Object                     Distance      Geod. Az  |
 EM0915|                                                           dddmmss.s |
 EM0915| CX7622 BLAIR RM 1                           21.374 METERS 02249     |
 EM0915| CX7623 BLAIR RM 2                           14.470 METERS 09329     |
 EM0915| EM0913 BLAIR MUNICIPAL TANK                APPROX. 2.4 KM 0954044.9 |
 EM0915| EM0876 HEADRICK                            APPROX.22.2 KM 1204402.6 |
 EM0915| CX8893 BM                                                 2713939.8 |
 EM0915|---------------------------------------------------------------------|
 EM0915
 EM0915                          SUPERSEDED SURVEY CONTROL
 EM0915
 EM0915  NAD 83(1986)-  34 47 00.83325(N)    099 21 44.58909(W) AD(       ) 2
 EM0915  NAD 27      -  34 47 00.60600(N)    099 21 43.28600(W) AD(       ) 2
 EM0915  NGVD 29             449.27   (m)         1474.0    (f) LEVELING    3  
 EM0915
 EM0915.Superseded values are not recommended for survey control.
 EM0915
 EM0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0915.See file dsdata.pdf to determine how the superseded data were derived.
 EM0915
 EM0915_MARKER: DS = TRIANGULATION STATION DISK
 EM0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0915_STAMPING: BLAIR 1948
 EM0915_MARK LOGO: CGS
 EM0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0915+STABILITY: SURFACE MOTION
 EM0915
 EM0915  HISTORY     - Date     Condition        Report By
 EM0915  HISTORY     - 1948     MONUMENTED       CGS
 EM0915  HISTORY     - 1963     GOOD             CGS
 EM0915
 EM0915                          STATION DESCRIPTION
 EM0915
 EM0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0915'THE STATION IS LOCATED ABOUT 1.5 MILES WEST AND 0.25 MILE
 EM0915'NORTH OF BLAIR ON THE SOUTH RIGHT-OF-WAY OF EAST-WEST GRAVELED
 EM0915'ROAD.  IT IS 0.15 MILE WEST OF THE MAIN ENTRANCE TO THE CEMETERY,
 EM0915'35 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 5 FEET
 EM0915'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BLAIR 1948 AND
 EM0915'PROJECTS 2 INCHES.
 EM0915'
 EM0915'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 35 FEET
 EM0915'NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 1 FOOT
 EM0915'SOUTH OF FENCE LINE.  IT IS STAMPED BLAIR NO 1 1948 AND
 EM0915'PROJECTS 2 INCHES.
 EM0915'
 EM0915'REFERENCE MARK NO 2 IS EAST OF THE STATION, 40 FEET SOUTH OF
 EM0915'THE CENTER OF THE GRAVELED ROAD, SET IN THE EAST-WEST FENCE LINE.
 EM0915'IT IS STAMPED BLAIR NO 2 1948 AND PROJECTS 3 INCHES.
 EM0915'
 EM0915'THE U.S. BUREAU OF RECLAMATION BENCH MARK WAS USED AS THE
 EM0915'AZIMUTH MARK.  IT IS 0.5 MILE WEST OF THE STATION, 32 FEET
 EM0915'NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 3 FEET
 EM0915'SOUTH OF A T-FENCE INTERSECTION AT THE WEST END OF A WIRE GATE
 EM0915'IN FENCE LINE AND 3 FEET EAST OF WITNESS POST.  IT IS A BUREAU OF
 EM0915'RECLAMATION BENCH MARK DISK WELDED ON THE END OF A 3-INCH
 EM0915'IRON PIPE AND SET FLUSH WITH THE GROUND.  THERE ARE NO
 EM0915'STAMPINGS ON THE MARK.  TO REACH FROM THE STATION, GO WEST FOR
 EM0915'0.5 MILE TO THE MARK ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 EM0915'
 EM0915'TO REACH THE STATION FROM THE POST OFFICE IN BLAIR, GO NORTH
 EM0915'ON U.S. HIGHWAY 183 FOR 0.25 MILE TO A CROSSROAD AND MOBILE
 EM0915'SERVICE STATION IN SOUTHEAST ANGLE, TURN LEFT AND GO WEST FOR
 EM0915'1.35 MILE TO CEMETERY ON SOUTH SIDE, CONTINUE WEST FOR 0.15
 EM0915'MILE TO STATION ON THE SOUTH SIDE AS DESCRIBED.
 EM0915'
 EM0915'A 4 FOOT SIGNAL AT STATION HEADRICK 1935 1948 IS VISIBLE
 EM0915'AT 4 FEET.
 EM0915'
 EM0915'A 74 FOOT SIGNAL AT STATION ALTUS IS VISIBLE AT 4 FEET.
 EM0915'
 EM0915'A 4 FOOT SIGNAL AT STATION MARTHA IS VISIBLE AT 4 FEET.
 EM0915'
 EM0915'AN 87 FOOT SIGNAL AT STATION QUARRY IS VISIBLE AT 4 FEET.
 EM0915'
 EM0915'A 100 FOOT SIGNAL AT STATION MANGUM IS VISIBLE AT 4 FEET.
 EM0915'
 EM0915'A 4 FOOT SIGNAL AT STATION WALSH 1921 1948 IS VISIBLE AT 4 FEET.
 EM0915'
 EM0915'A 4 FOOT SIGNAL AT STATION 25E12TT IS VISIBLE AT 4 FEET.
 EM0915'
 EM0915'A 4 FOOT SIGNAL AT STATION TEPEE 1921 1934 IS VISIBLE AT
 EM0915'4 FEET.
 EM0915'
 EM0915'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 EM0915
 EM0915                          STATION RECOVERY (1963)
 EM0915
 EM0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0915'STATION AND REFERENCE MARK NO. 2 WERE FOUND AS DESCRIBED BY
 EM0915'R.L.E., 1948.  REFERENCE MARK NO. 3, A STANDARD REFERENCE DISK
 EM0915'IN 10 X 10 INCH CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 EM0915'ABOVE SURFACE OF THE GROUND AND STAMPED BLAIR NO 3 1961 WAS
 EM0915'FOUND 24.32 FEET WEST OF THE STATION, 6 FEET EAST OF A TELEPHONE
 EM0915'POLE AND 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 EM0915'REFERENCE MARK NO. 1 HAS EVIDENTLY BEEN DESTROYED, AS EVIDENT OF
 EM0915'CONCRETE OF THE OLD MONUMENT.  A CAREFULL SEARCH WAS MADE FOR
 EM0915'THE AZIMUTH MARK (U.S. BUREAU OF RECLAMATION BENCH
 EM0915'MARK).  IT COULD NOT BE LOCATED.
 EM0915'
 EM0915'THE 1948 DESCRIPTION IS ADEQUATE TO REACH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0913 ***********************************************************************
 EM0913  DESIGNATION -  BLAIR MUNICIPAL TANK
 EM0913  PID         -  EM0913
 EM0913  STATE/COUNTY-  OK/JACKSON
 EM0913  COUNTRY     -  US
 EM0913  USGS QUAD   -  BLAIR (2018)
 EM0913
 EM0913                         *CURRENT SURVEY CONTROL
 EM0913  ______________________________________________________________________
 EM0913* NAD 83(1993) POSITION- 34 46 53.14917(N) 099 20 11.14420(W)   ADJUSTED
 EM0913  ______________________________________________________________________
 EM0913  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 EM0913  LAPLACE CORR    -          6.24  (seconds)                    DEFLEC18
 EM0913  HORZ ORDER      -  THIRD
 EM0913
 EM0913.The horizontal coordinates were established by classical geodetic methods
 EM0913.and adjusted by the National Geodetic Survey in November 1994.
 EM0913
 EM0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0913.GEOID18 height accuracy estimate available here.
 EM0913
 EM0913.Click photographs - Photos may exist for this station.
 EM0913
 EM0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0913
 EM0913. The following values were computed from the NAD 83(1993) position.
 EM0913
 EM0913;                    North         East     Units Scale Factor Converg.
 EM0913;SPC OK S     -   161,438.297   477,687.015   MT  0.99994184   -0 45 30.9
 EM0913;SPC OK S     -   529,652.15  1,567,211.48   sFT  0.99994184   -0 45 30.9
 EM0913;UTM  14      - 3,848,856.507   469,218.830   MT  0.99961168   -0 11 30.9
 EM0913
 EM0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6921848856(NAD 83)
 EM0913
 EM0913                          SUPERSEDED SURVEY CONTROL
 EM0913
 EM0913  NAD 83(1986)-  34 46 53.15504(N)    099 20 11.13853(W) AD(       ) 3
 EM0913  NAD 27      -  34 46 52.92600(N)    099 20 09.83800(W) AD(       ) 3
 EM0913
 EM0913.Superseded values are not recommended for survey control.
 EM0913
 EM0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0913.See file dsdata.pdf to determine how the superseded data were derived.
 EM0913
 EM0913_MARKER: 53 = ELEVATED TANK
 EM0913
 EM0913  HISTORY     - Date     Condition        Report By
 EM0913  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0913  HISTORY     - 1963     GOOD             CGS
 EM0913  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 EM0913
 EM0913                          STATION DESCRIPTION
 EM0913
 EM0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0913'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY,
 EM0913'LOCATED ABOUT 1 BLOCK NORTHWEST OF THE CENTER OF TOWN AND
 EM0913'1 BLOCK WEST OF U.S. HIGHWAY 283.  IT IS A FOUR LEGGED STEEL
 EM0913'STRUCTURE 108 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED
 EM0913'BLACK.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 EM0913
 EM0913                          STATION RECOVERY (1963)
 EM0913
 EM0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0913'THE STATION IS THE CITY WATER TANK OF THE CITY WATER SUPPLY
 EM0913'OF BLAIR, LOCATED ABOUT 1/1/2 BLOCKS NORTHWEST OF THE CENTER
 EM0913'OF TOWN AND 1 BLOCK WEST OF THE MAIN STREET AND U.S. HIGHWAY
 EM0913'283.  IT IS A 4-LEGGED STRUCTURE PAINTED SILVER, HAVING
 EM0913'AN OVER-ALL HEIGHT OF ABOUT 110 FEET.
 EM0913
 EM0913                          STATION RECOVERY (1982)
 EM0913
 EM0913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (PS)
 EM0913'THE BLAIR MUNICIPAL TANK WILL BE TAKEN DOWN IN THE NEXT FEW
 EM0913'WEEKS.  A NEW WATER TANK IS PRESENTLY UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1026 ***********************************************************************
 FJ1026  DESIGNATION -  BLANCHARD
 FJ1026  PID         -  FJ1026
 FJ1026  STATE/COUNTY-  OK/MCCLAIN
 FJ1026  COUNTRY     -  US
 FJ1026  USGS QUAD   -  NEWCASTLE (2018)
 FJ1026
 FJ1026                         *CURRENT SURVEY CONTROL
 FJ1026  ______________________________________________________________________
 FJ1026* NAD 83(1993) POSITION- 35 08 33.48418(N) 097 37 04.01662(W)   ADJUSTED
 FJ1026* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 FJ1026  ______________________________________________________________________
 FJ1026  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 FJ1026  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 FJ1026  HORZ ORDER      -  THIRD
 FJ1026
 FJ1026.The horizontal coordinates were established by classical geodetic methods
 FJ1026.and adjusted by the National Geodetic Survey in November 1994.
 FJ1026
 FJ1026.The orthometric height was scaled from a topographic map.
 FJ1026
 FJ1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1026.GEOID18 height accuracy estimate available here.
 FJ1026
 FJ1026.Click photographs - Photos may exist for this station.
 FJ1026
 FJ1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1026
 FJ1026. The following values were computed from the NAD 83(1993) position.
 FJ1026
 FJ1026;                    North         East     Units Scale Factor Converg.
 FJ1026;SPC OK S     -   200,764.851   634,830.626   MT  0.99998333   +0 13 01.0
 FJ1026;SPC OK S     -   658,676.02  2,082,773.48   sFT  0.99998333   +0 13 01.0
 FJ1026;UTM  14      - 3,889,735.214   625,914.538   MT  0.99979539   +0 47 44.6
 FJ1026
 FJ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1026!SPC OK S     -   0.99994339  x   0.99998333  =   0.99992672
 FJ1026!UTM  14      -   0.99994339  x   0.99979539  =   0.99973879
 FJ1026
 FJ1026:                Primary Azimuth Mark                     Grid Az
 FJ1026:SPC OK S     -  BLANCHARD AZ MK                          359 34 31.1
 FJ1026:UTM  14      -  BLANCHARD AZ MK                          358 59 47.5
 FJ1026
 FJ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2591489735(NAD 83)
 FJ1026
 FJ1026|---------------------------------------------------------------------|
 FJ1026| PID    Reference Object                     Distance      Geod. Az  |
 FJ1026|                                                           dddmmss.s |
 FJ1026| FJ1029 ATT TV RELAY TOWER KKH 71           APPROX. 6.7 KM 0131659.9 |
 FJ1026| CL4307 BLANCHARD RM 2                       13.327 METERS 09115     |
 FJ1026| CL4308 BLANCHARD RM 3                       13.555 METERS 09130     |
 FJ1026| CL4309 BLANCHARD RM 4                       46.796 METERS 15843     |
 FJ1026| FJ1036 BLANCHARD MUNICIPAL TANK            APPROX. 3.8 KM 2594216.1 |
 FJ1026| CL4306 BLANCHARD RM 1                       14.200 METERS 35815     |
 FJ1026| CL4305 BLANCHARD AZ MK                                    3594732.1 |
 FJ1026|---------------------------------------------------------------------|
 FJ1026
 FJ1026                          SUPERSEDED SURVEY CONTROL
 FJ1026
 FJ1026  NAD 83(1986)-  35 08 33.48986(N)    097 37 04.00021(W) AD(       ) 3
 FJ1026  NAD 27      -  35 08 33.24913(N)    097 37 02.86421(W) AD(       ) 3
 FJ1026
 FJ1026.Superseded values are not recommended for survey control.
 FJ1026
 FJ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1026.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1026
 FJ1026_MARKER: DS = TRIANGULATION STATION DISK
 FJ1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1026_STAMPING: BLANCHARD 1957
 FJ1026_MARK LOGO: CGS
 FJ1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1026+STABILITY: SURFACE MOTION
 FJ1026
 FJ1026  HISTORY     - Date     Condition        Report By
 FJ1026  HISTORY     - 1957     MONUMENTED       CGS
 FJ1026  HISTORY     - 1970     SEE DESCRIPTION  OKDH
 FJ1026  HISTORY     - 1977     GOOD             NGS
 FJ1026
 FJ1026                          STATION DESCRIPTION
 FJ1026
 FJ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1026'THE STATION IS ON THE RIGHT-OF-WAY OF A SECTION LINE ROAD
 FJ1026'ABOUT 3.0 MILES EAST OF THE GRADY-MC CLAIN COUNTY LINE AND
 FJ1026'ABOUT 2.5 MILES EAST-NORTHEAST OF BLANCHARD.  IT IS JUST
 FJ1026'NORTH OF A FARM HOUSE ON THE WEST SIDE OF THE ROAD, IN THE
 FJ1026'NORTHEAST 1/4 OF SECTION 28, T 8 N, R 4 W.
 FJ1026'
 FJ1026'TO REACH THE STATION FROM THE STOP AND GO LIGHT ONE BLOCK
 FJ1026'NORTH OF THE POST OFFICE IN BLANCHARD, GO NORTHEAST ON U.S.
 FJ1026'HIGHWAY 62 AND 277 FOR 1.1 MILE TO A CROSSROADS, TURN RIGHT
 FJ1026'AND GO EAST ON OLD HARD SURFACED ROAD FOR 1.4 MILES TO A
 FJ1026'CROSSROADS, AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE,
 FJ1026'TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE STATION ON THE
 FJ1026'RIGHT.
 FJ1026'
 FJ1026'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 FJ1026'CONCRETE POSTS.
 FJ1026'
 FJ1026'STATION MARKS ARE STAMPED BLANCHARD 1957.  THE SURFACE MARK
 FJ1026'PROJECTS 5 INCHES AND IS 155 FEET NORTH OF THE ALIGNMENT
 FJ1026'OF THE NORTH WALL OF THE FARM HOUSE, 110 FEET NORTH OF THE
 FJ1026'FARM DRIVEWAY, 103 FEET NORTH-NORTHEAST OF A POWERLINE POLE,
 FJ1026'101 FEET NORTH OF A FENCE CORNER, 24 FEET WEST OF THE CENTER
 FJ1026'OF A GRADED ROAD, AND 2 FEET EAST OF A RIGHT-OF-WAY FENCE.
 FJ1026'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHWEST
 FJ1026'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 FJ1026'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 FJ1026'
 FJ1026'REFERENCE MARK 1 IS STAMPED BLANCHARD NO 1 1957.  IT PROJECTS
 FJ1026'5 INCHES AND IS 25 FEET WEST OF THE CENTER OF A GRADED ROAD,
 FJ1026'AND 1 FOOT WEST OF A FENCE.
 FJ1026'
 FJ1026'REFERENCE MARK 2 IS STAMPED BLANCHARD NO 2 1957.  IT PROJECTS
 FJ1026'5 INCHES AND IS 20 FEET EAST OF THE CENTER OF A GRADED ROAD,
 FJ1026'AND 1 FOOT WEST OF A FENCE.
 FJ1026'
 FJ1026'THE AZIMUTH MARK IS STAMPED BLANCHARD 1957.  IT PROJECTS
 FJ1026'4 INCHES AND IS 38 FEET NORTH OF THE CENTER OF AN OLD MACADAM
 FJ1026'ROAD, 37 FEET WEST OF THE CENTER OF A GRADED ROAD, 6 FEET
 FJ1026'NORTHEAST OF A POWERLINE POLE AND 5 FEET SOUTHEAST OF A
 FJ1026'FENCE CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 FJ1026'2 FEET NORTH OF THE MARK.
 FJ1026
 FJ1026                          STATION RECOVERY (1970)
 FJ1026
 FJ1026'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (RNS)
 FJ1026'BLANCHARD 1957 STATION IS IN PLACE BUT HAS BEEN MOLESTED.
 FJ1026'CONCRETE POST IS NOT VERTICAL.
 FJ1026'
 FJ1026'BLANCHARD 1957 (AZ MK) IN GOOD CONDITION.
 FJ1026'
 FJ1026'(R.M. 1) BLANCHARD NO 1 DESTROYED.
 FJ1026'
 FJ1026'R.M. 2 BLANCHARD NO. 2 IN GOOD CONDITION.
 FJ1026
 FJ1026                          STATION RECOVERY (1977)
 FJ1026
 FJ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FJ1026'THE STATION SUB-SURFACE MARK AND THE AZIMUTH MARK, WERE RECOVERED
 FJ1026'AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK AND REFERENCE
 FJ1026'MARKS NO.1 AND 2, WERE FOUND TO HAVE BEEN DESTROYED.
 FJ1026'
 FJ1026'THE STATION SURFACE MARK, AND REFERENCE MARKS NO. 3 AND 4, WERE
 FJ1026'ESTABLISHED AT THIS TIME.
 FJ1026'
 FJ1026'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FJ1026'
 FJ1026'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF BLANCHARD,
 FJ1026'AND ON THE WEST EDGE OF THE RIGHT-OF-WAY OF A GRAVEL ROAD.
 FJ1026'
 FJ1026'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 277 AND
 FJ1026'STATE HIGHWAY 76, IN BLANCHARD.  GO NORTHEAST ON U.S. HIGHWAY 277
 FJ1026'FOR 1.15 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST ON WHAT AT
 FJ1026'ONE TIME WAS A SURFACE ROAD FOR 1.35 MILES TO CROSSROADS, AND
 FJ1026'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO SOUTH ON A GRAVEL
 FJ1026'ROAD FOR 0.25 MILE TO STATION ON THE RIGHT AND DRIVEWAY ON THE
 FJ1026'RIGHT.
 FJ1026'
 FJ1026'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 FJ1026'THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 FJ1026'STAMPED BLANCHARD 1957 1977.  IT IS 36 FEET SOUTH OF A HIGH LINE
 FJ1026'POLE WITH TRANSMITTER, 32.6 FEET SOUTH OF A BURIED CABLE OUTLET
 FJ1026'BOX, 25 FEET EAST OF A FENCE AND METAL WITNESS POST, 20 FEET
 FJ1026'SOUTH OF THE CENTER OF DRIVEWAY, 11 FEET WEST OF THE CENTER OF
 FJ1026'GRAVEL ROAD, AND 8 FEET SOUTHEAST OF THE SOUTH END OF GATE.
 FJ1026'
 FJ1026'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FJ1026'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED BLANCHARD
 FJ1026'1957 NO 3 1977.  IT IS 59 FEET SOUTHEAST OF A BURIED CABLE OUTLET
 FJ1026'BOX, 53 FEET EAST OF THE SOUTH END OF GATE, 21 FEET EAST OF THE
 FJ1026'CENTER OF GRAVEL ROAD, AND 1-FOOT NORTH OF METAL WITNESS POST AND
 FJ1026'FENCE LINE.
 FJ1026'
 FJ1026'REFERENCE MARK NO.4 IS A CAST ALUMINUM MONUMENT THAT PROJECTS
 FJ1026'4-INCHES AND THE ALUMINUM CAP STAMPED BLANCHARD 1957 NO 4 1977.  IT
 FJ1026'IS 30 EAST OF THE CENTER OF A GRAVEL ROAD, 6 FEET SOUTH OF THE
 FJ1026'SOUTH END OF GATE AND 3 FEET NORTH OF A LARGE WOODEN BRACED FENCE
 FJ1026'POST, AND IS IN FENCE LINE.
 FJ1026'
 FJ1026'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 FJ1026'THAT IS FLUSH WITH THE GROUND AND IS STAMPED BLANCHARD 1957.  IT IS
 FJ1026'38 FEET NORTH OF THE CENTER OF ROAD, 28 FEET WEST OF THE CENTER OF
 FJ1026'ROAD, 7 FEET NORTHEAST OF A HIGH LINE POLE AND 1-FOOT WEST OF A
 FJ1026'METAL WITNESS POST.
 FJ1026'
 FJ1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BLANCHARD 2-1/2
 FJ1026'MILES ENE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1036 ***********************************************************************
 FJ1036  DESIGNATION -  BLANCHARD MUNICIPAL TANK
 FJ1036  PID         -  FJ1036
 FJ1036  STATE/COUNTY-  OK/MCCLAIN
 FJ1036  COUNTRY     -  US
 FJ1036  USGS QUAD   -  BLANCHARD (2018)
 FJ1036
 FJ1036                         *CURRENT SURVEY CONTROL
 FJ1036  ______________________________________________________________________
 FJ1036* NAD 83(1993) POSITION- 35 08 11.24644(N) 097 39 32.87315(W)   ADJUSTED
 FJ1036  ______________________________________________________________________
 FJ1036  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 FJ1036  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 FJ1036  HORZ ORDER      -  THIRD
 FJ1036
 FJ1036.The horizontal coordinates were established by classical geodetic methods
 FJ1036.and adjusted by the National Geodetic Survey in November 1994.
 FJ1036
 FJ1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1036.GEOID18 height accuracy estimate available here.
 FJ1036
 FJ1036.Click photographs - Photos may exist for this station.
 FJ1036
 FJ1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1036
 FJ1036. The following values were computed from the NAD 83(1993) position.
 FJ1036
 FJ1036;                    North         East     Units Scale Factor Converg.
 FJ1036;SPC OK S     -   200,066.058   631,064.911   MT  0.99998229   +0 11 36.5
 FJ1036;SPC OK S     -   656,383.39  2,070,418.80   sFT  0.99998229   +0 11 36.5
 FJ1036;UTM  14      - 3,888,998.576   622,156.797   MT  0.99978390   +0 46 18.5
 FJ1036
 FJ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2215688998(NAD 83)
 FJ1036
 FJ1036                          SUPERSEDED SURVEY CONTROL
 FJ1036
 FJ1036  NAD 83(1986)-  35 08 11.25229(N)    097 39 32.85691(W) AD(       ) 3
 FJ1036  NAD 27      -  35 08 11.01235(N)    097 39 31.71872(W) AD(       ) 3
 FJ1036
 FJ1036.Superseded values are not recommended for survey control.
 FJ1036
 FJ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1036.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1036
 FJ1036_MARKER: 53 = ELEVATED TANK
 FJ1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1036+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 FJ1036
 FJ1036  HISTORY     - Date     Condition        Report By
 FJ1036  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1036  HISTORY     - 20040709 GOOD             USPSQD
 FJ1036
 FJ1036                          STATION DESCRIPTION
 FJ1036
 FJ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1036'THE STATION IS LOCATED SOUTH OF THE OLD CITY HALL BUILDING
 FJ1036'IN THE SOUTH EDGE OF BLANCHARD.
 FJ1036'
 FJ1036'IT IS AN ELEVATED TANK, SILVER IN COLOR, FOUR-LEGGED, AND
 FJ1036'85 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX OF
 FJ1036'THE TANK.
 FJ1036
 FJ1036                          STATION RECOVERY (2004)
 FJ1036
 FJ1036'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FJ1036'RECOVERED AS DESCRIBED. THE TANK IS PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0650 ***********************************************************************
 GJ0650  DESIGNATION -  BLEVINS
 GJ0650  PID         -  GJ0650
 GJ0650  STATE/COUNTY-  OK/WOODWARD
 GJ0650  COUNTRY     -  US
 GJ0650  USGS QUAD   -  ALABASTER CAVERNS (2018)
 GJ0650
 GJ0650                         *CURRENT SURVEY CONTROL
 GJ0650  ______________________________________________________________________
 GJ0650* NAD 83(1997) POSITION- 36 39 51.58520(N) 099 12 18.33943(W)   ADJUSTED
 GJ0650* NAVD 88 ORTHO HEIGHT -   576.    (meters)     1890.    (feet) SCALED
 GJ0650  ______________________________________________________________________
 GJ0650  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 GJ0650  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 GJ0650  HORZ ORDER      -  SECOND
 GJ0650
 GJ0650.The horizontal coordinates were established by classical geodetic methods
 GJ0650.and adjusted by the National Geodetic Survey in October 1998.
 GJ0650
 GJ0650.The orthometric height was scaled from a topographic map.
 GJ0650
 GJ0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0650.GEOID18 height accuracy estimate available here.
 GJ0650
 GJ0650.Click photographs - Photos may exist for this station.
 GJ0650
 GJ0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0650
 GJ0650. The following values were computed from the NAD 83(1997) position.
 GJ0650
 GJ0650;                    North         East     Units Scale Factor Converg.
 GJ0650;SPC OK N     -   185,335.297   492,267.466   MT  0.99998293   -0 42 40.3
 GJ0650;SPC OK N     -   608,054.22  1,615,047.51   sFT  0.99998293   -0 42 40.3
 GJ0650;UTM  14      - 4,057,655.962   481,671.603   MT  0.99960414   -0 07 20.9
 GJ0650
 GJ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0650!SPC OK N     -   0.99991400  x   0.99998293  =   0.99989694
 GJ0650!UTM  14      -   0.99991400  x   0.99960414  =   0.99951818
 GJ0650
 GJ0650:                Primary Azimuth Mark                     Grid Az
 GJ0650:SPC OK N     -  BLEVINS AZ MK                            001 43 59.3
 GJ0650:UTM  14      -  BLEVINS AZ MK                            001 08 39.9
 GJ0650
 GJ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8167157655(NAD 83)
 GJ0650
 GJ0650|---------------------------------------------------------------------|
 GJ0650| PID    Reference Object                     Distance      Geod. Az  |
 GJ0650|                                                           dddmmss.s |
 GJ0650| CK8976 BLEVINS AZ MK                                      0010119.0 |
 GJ0650| CK8977 BLEVINS RM 1                         15.930 METERS 17353     |
 GJ0650| CK8978 BLEVINS RM 2                         15.881 METERS 27516     |
 GJ0650|---------------------------------------------------------------------|
 GJ0650
 GJ0650                          SUPERSEDED SURVEY CONTROL
 GJ0650
 GJ0650  NAD 83(1993)-  36 39 51.58530(N)    099 12 18.33946(W) AD(       ) 2
 GJ0650  NAD 83(1986)-  36 39 51.58945(N)    099 12 18.32597(W) AD(       ) 2
 GJ0650  NAD 27      -  36 39 51.47399(N)    099 12 16.95558(W) AD(       ) 2
 GJ0650
 GJ0650.Superseded values are not recommended for survey control.
 GJ0650
 GJ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0650.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0650
 GJ0650_MARKER: DS = TRIANGULATION STATION DISK
 GJ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0650_STAMPING: BLEVINS 1963
 GJ0650_MARK LOGO: CGS
 GJ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0650+STABILITY: SURFACE MOTION
 GJ0650
 GJ0650  HISTORY     - Date     Condition        Report By
 GJ0650  HISTORY     - 1963     MONUMENTED       CGS
 GJ0650
 GJ0650                          STATION DESCRIPTION
 GJ0650
 GJ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0650'THE STATION IS ABOUT 15 MILES NORTH OF MOORELAND, 2 MILES WEST OF
 GJ0650'STATE HIGHWAY 50, IN PASTURE LAND OWNED BY MR. W. C. BLEVINS.
 GJ0650'
 GJ0650'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND, GO NORTH ON
 GJ0650'STATE HIGHWAY 50 FOR 5.3 MILES TO A CROSSROADS.  CONTINUE AHEAD FOR
 GJ0650'5.0 MILES TO A SIDE ROAD ON THE RIGHT JUST AFTER PASSING THROUGH A
 GJ0650'LARGE CUT BANK, CONTINUE AHEAD ON THE HIGHWAY FOR 7.3 MILES TO A
 GJ0650'CROSSROADS.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR 1.85
 GJ0650'MILES TO A CROSSROADS, TURN LEFT, SOUTH, FOR 0.5 MILE TO THE
 GJ0650'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.7 MILE TO THE
 GJ0650'STATION ON THE RIGHT.
 GJ0650'
 GJ0650'THE STATION MARK IS A STANDARD DISK, STAMPED BLEVINS 1963, SET IN
 GJ0650'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 GJ0650'IS 72.6 FEET SOUTH OF A POWER LINE POLE, 46 FEET WEST OF THE
 GJ0650'CENTERLINE OF A NORTH-SOUTH GRADED ROAD, 5.2 FEET WEST OF A
 GJ0650'NORTH-SOUTH FENCE, 5 FEET WEST OF A METAL WITNESS POST, 7 FEET
 GJ0650'SOUTHEAST OF A FENCE CORNER POST AND 4.5 FEET SOUTH OF AN
 GJ0650'EAST-WEST FENCE.
 GJ0650'
 GJ0650'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLEVINS NO 1 1963, SET
 GJ0650'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0650'IT IS 56.6 FEET SOUTH OF A THE FENCE CORNER POST, 41 FEET WEST OF
 GJ0650'THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE AND ABOUT THE
 GJ0650'SAME ELEVATION AS THE STATION.
 GJ0650'
 GJ0650'REFERENCE MARK 2 IS A STANDAD DISK, STAMPED BLEVINS NO 2 1963, SET
 GJ0650'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0650'98 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 87.1 FEET
 GJ0650'SOUTHWEST OF A POWER LINE POLE, 57.2 FEET WEST OF THE FENCE CORNER
 GJ0650'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0650'
 GJ0650'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLEVINS 1963, SET IN THE
 GJ0650'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0650'33.8 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD, 3
 GJ0650'FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL WITNESS
 GJ0650'POST AND 1 FOOT WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1017 ***********************************************************************
 EM1017  DESIGNATION -  BLOOMINGTON
 EM1017  PID         -  EM1017
 EM1017  STATE/COUNTY-  OK/GREER
 EM1017  COUNTRY     -  US
 EM1017  USGS QUAD   -  REED (2018)
 EM1017
 EM1017                         *CURRENT SURVEY CONTROL
 EM1017  ______________________________________________________________________
 EM1017* NAD 83(1993) POSITION- 34 59 55.60730(N) 099 37 31.88456(W)   ADJUSTED
 EM1017* NAVD 88 ORTHO HEIGHT -   514.4   (meters)     1688.    (feet) VERTCON3
 EM1017  ______________________________________________________________________
 EM1017  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 EM1017  LAPLACE CORR    -          2.58  (seconds)                    DEFLEC18
 EM1017  HORZ ORDER      -  THIRD
 EM1017
 EM1017.The horizontal coordinates were established by classical geodetic methods
 EM1017.and adjusted by the National Geodetic Survey in November 1994.
 EM1017
 EM1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1017
 EM1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1017.GEOID18 height accuracy estimate available here.
 EM1017
 EM1017.Click photographs - Photos may exist for this station.
 EM1017
 EM1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1017
 EM1017. The following values were computed from the NAD 83(1993) position.
 EM1017
 EM1017;                    North         East     Units Scale Factor Converg.
 EM1017;SPC OK S     -   185,934.612   451,618.779   MT  0.99996205   -0 55 21.6
 EM1017;SPC OK S     -   610,020.47  1,481,685.94   sFT  0.99996205   -0 55 21.6
 EM1017;UTM  14      - 3,873,086.470   442,918.708   MT  0.99964016   -0 21 31.6
 EM1017
 EM1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1017!SPC OK S     -   0.99992342  x   0.99996205  =   0.99988547
 EM1017!UTM  14      -   0.99992342  x   0.99964016  =   0.99956361
 EM1017
 EM1017:                Primary Azimuth Mark                     Grid Az
 EM1017:SPC OK S     -  BLOOMINGTON AZ MK                        359 42 09.4
 EM1017:UTM  14      -  BLOOMINGTON AZ MK                        359 08 19.4
 EM1017
 EM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4291873086(NAD 83)
 EM1017
 EM1017|---------------------------------------------------------------------|
 EM1017| PID    Reference Object                     Distance      Geod. Az  |
 EM1017|                                                           dddmmss.s |
 EM1017| FK0596 BRINKMAN MUNICIPAL TANK             APPROX. 9.9 KM 0820625.4 |
 EM1017| CX7625 BLOOMINGTON RM 1                     15.730 METERS 17854     |
 EM1017| CX7626 BLOOMINGTON RM 2                     17.450 METERS 26826     |
 EM1017| CX7624 BLOOMINGTON AZ MK                                  3584647.8 |
 EM1017|---------------------------------------------------------------------|
 EM1017
 EM1017                          SUPERSEDED SURVEY CONTROL
 EM1017
 EM1017  NAD 83(1986)-  34 59 55.61225(N)    099 37 31.87913(W) AD(       ) 3
 EM1017  NAD 27      -  34 59 55.41600(N)    099 37 30.54600(W) AD(       ) 3
 EM1017  NGVD 29 (07/19/86)  514.2    (m)         1687.     (f) VERT ANG       
 EM1017
 EM1017.Superseded values are not recommended for survey control.
 EM1017
 EM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1017.See file dsdata.pdf to determine how the superseded data were derived.
 EM1017
 EM1017_MARKER: DS = TRIANGULATION STATION DISK
 EM1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1017_STAMPING: BLOOMINGTON 1948
 EM1017_MARK LOGO: CGS
 EM1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1017+STABILITY: SURFACE MOTION
 EM1017
 EM1017  HISTORY     - Date     Condition        Report By
 EM1017  HISTORY     - 1948     MONUMENTED       CGS
 EM1017  HISTORY     - 1958     GOOD             CGS
 EM1017  HISTORY     - 1963     GOOD             CGS
 EM1017
 EM1017                          STATION DESCRIPTION
 EM1017
 EM1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1017'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF BRINKMAN,
 EM1017'ON THE RIGHT-OF-WAY AND 25 FEET EAST OF THE CENTER OF A
 EM1017'NORTH-SOUTH DIRT ROAD.  IT IS 2 FEET WEST OF A NORTH-SOUTH
 EM1017'FENCE LINE AND 4 FEET SOUTH OF A REFERENCE POST.  IT IS
 EM1017'STAMPED BLOOMINGTON 1948 AND PROJECTS 2 INCHES.
 EM1017'
 EM1017'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A NORTH-SOUTH FENCE
 EM1017'LINE AND 27 FEET EAST OF A NORTH-SOUTH DIRT ROAD.  IT IS
 EM1017'STAMPED BLOOMINGTON NO 1 1948 AND PROJECTS 1 INCH.
 EM1017'
 EM1017'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF A
 EM1017'NORTH-SOUTH DIRT ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 EM1017'IT IS STAMPED BLOOMINGTON NO 2 1948 AND PROJECTS 2 INCHES
 EM1017'
 EM1017'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 EM1017'DIRT ROAD, ABOUT 75 YARDS NORTHEAST OF THE NORTHEAST CORNER
 EM1017'OF A BRICK SCHOOL BUILDING, 42 FEET NORTHEAST OF THE NORTHEAST
 EM1017'CORNER OF A SMALL WOOD BUILDING AND 3 FEET SOUTH OF A REFERENCE
 EM1017'POST.  IT IS STAMPED BLOOMINGTON 1948 AND PROJECTS 6 INCHES.
 EM1017'
 EM1017'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BRINKMAN,
 EM1017'GO SOUTH ON DIRT ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN
 EM1017'RIGHT,WEST, AND GO 6.15 MILES TO A CROSSROAD AND A STORE
 EM1017'IN THE SOUTHEAST ANGLE, TURN SOUTH AND GO 0.2 MILE TO THE
 EM1017'STATION ON THE LEFT AS DESCRIBED.
 EM1017'
 EM1017'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 EM1017'0.3 MILE TO THE AZIMUTH MARK AND THE SCHOOL ON THE LEFT
 EM1017'AS DESCRIBED.
 EM1017'
 EM1017'A 4 FOOT SIGNAL AT HAYSTACK 1921 1948 IS VISIBLE AT 4 FEET
 EM1017'
 EM1017'A 4 FOOT SIGNAL AT WALSH 1921 1948 IS VISIBLE AT 4 FEET.
 EM1017
 EM1017                          STATION RECOVERY (1958)
 EM1017
 EM1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EM1017'THE STATION WAS RECOVERED AS DESCRIBED.
 EM1017
 EM1017                          STATION RECOVERY (1963)
 EM1017
 EM1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1017'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND
 EM1017'IN GOOD CONDITION.  IT IS IN THE NW 1/4 OF SEC. 15, T. 6
 EM1017'N., R. 23 W.
 EM1017'
 EM1017'STATION AND R.M. NO. 1 ARE FLUSH WITH GROUND SURFACE.  R.M.
 EM1017'NO. 2 IS 3 INCHES BELOW GROUND LEVEL.
 EM1017'
 EM1017'THE BRICK SCHOOL BUILDING USED AS A REFERENCE TO THE AZIMUTH
 EM1017'MARK HAS BEEN TORN DOWN AND ONLY THE FOUNDATION REMAINS,
 EM1017'THE MARK IS 3 FEET NORTH OF A GATE POST AT ENTRANCE INTO FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0632 ***********************************************************************
 EL0632  DESIGNATION -  BLUE
 EL0632  PID         -  EL0632
 EL0632  STATE/COUNTY-  OK/BRYAN
 EL0632  COUNTRY     -  US
 EL0632  USGS QUAD   -  BOKCHITO (2018)
 EL0632
 EL0632                         *CURRENT SURVEY CONTROL
 EL0632  ______________________________________________________________________
 EL0632* NAD 83(1993) POSITION- 34 00 03.90858(N) 096 12 44.19565(W)   ADJUSTED
 EL0632* NAVD 88 ORTHO HEIGHT -   186.967 (meters)      613.41  (feet) ADJUSTED
 EL0632  ______________________________________________________________________
 EL0632  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 EL0632  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 EL0632  DYNAMIC HEIGHT  -        186.776 (meters)      612.78  (feet) COMP
 EL0632  MODELED GRAVITY -    979,612.6   (mgal)                       NAVD 88
 EL0632
 EL0632  HORZ ORDER      -  SECOND
 EL0632  VERT ORDER      -  FIRST     CLASS II
 EL0632
 EL0632.The horizontal coordinates were established by classical geodetic methods
 EL0632.and adjusted by the National Geodetic Survey in November 1994.
 EL0632
 EL0632.The orthometric height was determined by differential leveling and
 EL0632.adjusted by the NATIONAL GEODETIC SURVEY
 EL0632.in June 1991.
 EL0632
 EL0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0632.GEOID18 height accuracy estimate available here.
 EL0632
 EL0632.Click photographs - Photos may exist for this station.
 EL0632
 EL0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0632
 EL0632.The dynamic height is computed by dividing the NAVD 88
 EL0632.geopotential number by the normal gravity value computed on the
 EL0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0632.degrees latitude (g = 980.6199 gals.).
 EL0632
 EL0632.The modeled gravity was interpolated from observed gravity values.
 EL0632
 EL0632. The following values were computed from the NAD 83(1993) position.
 EL0632
 EL0632;                    North         East     Units Scale Factor Converg.
 EL0632;SPC OK S     -    75,532.214   765,145.626   MT  0.99998737   +1 00 53.1
 EL0632;SPC OK S     -   247,808.61  2,510,315.27   sFT  0.99998737   +1 00 53.1
 EL0632;UTM  14      - 3,765,780.745   757,475.292   MT  1.00041730   +1 33 35.2
 EL0632
 EL0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0632!SPC OK S     -   0.99997486  x   0.99998737  =   0.99996223
 EL0632!UTM  14      -   0.99997486  x   1.00041730  =   1.00039215
 EL0632
 EL0632:                Primary Azimuth Mark                     Grid Az
 EL0632:SPC OK S     -  BLUE AZ MK                               251 01 40.7
 EL0632:UTM  14      -  BLUE AZ MK                               250 28 58.6
 EL0632
 EL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5747565780(NAD 83)
 EL0632
 EL0632|---------------------------------------------------------------------|
 EL0632| PID    Reference Object                     Distance      Geod. Az  |
 EL0632|                                                           dddmmss.s |
 EL0632| CX9770 BLUE RM 1                            13.210 METERS 07204     |
 EL0632| EL0739 BOKCHITO MUNICIPAL TANK             APPROX. 6.6 KM 0742221.2 |
 EL0632| CX9771 BLUE RM 2                            37.061 METERS 16414     |
 EL0632| CX9769 BLUE AZ MK                                         2520233.8 |
 EL0632|---------------------------------------------------------------------|
 EL0632
 EL0632                          SUPERSEDED SURVEY CONTROL
 EL0632
 EL0632  NAD 83(1986)-  34 00 03.91423(N)    096 12 44.18779(W) AD(       ) 2
 EL0632  NAD 27      -  34 00 03.56730(N)    096 12 43.23570(W) AD(       ) 2
 EL0632  NGVD 29             186.88   (m)          613.1    (f) LEVELING    3  
 EL0632
 EL0632.Superseded values are not recommended for survey control.
 EL0632
 EL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0632.See file dsdata.pdf to determine how the superseded data were derived.
 EL0632
 EL0632_MARKER: DS = TRIANGULATION STATION DISK
 EL0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0632_STAMPING: BLUE 1955
 EL0632_MARK LOGO: CGS
 EL0632_PROJECTION: PROJECTING 10 CENTIMETERS
 EL0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0632+STABILITY: SURFACE MOTION
 EL0632
 EL0632  HISTORY     - Date     Condition        Report By
 EL0632  HISTORY     - 1955     MONUMENTED       CGS
 EL0632  HISTORY     - 1986     GOOD             NGS
 EL0632
 EL0632                          STATION DESCRIPTION
 EL0632
 EL0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0632'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY
 EL0632'70 ABOUT 4 MILES WEST-SOUTHWEST OF BOKCHITO AND 9 MILES
 EL0632'AIRLINE EAST OF DURANT.
 EL0632'
 EL0632'TO REACH THE STATION FROM THE POST OFFICE IN BOKCHITO GO
 EL0632'WEST-SOUTHWEST ON U.S. HIGHWAY 70 FOR 4.0 MILES TO THE TOP
 EL0632'OF A SLIGHT RISE AND THE STATION ON THE RIGHT.
 EL0632'
 EL0632'THE STATION MARK IS A STANDARD DISK STAMPED BLUE 1955 SET
 EL0632'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 EL0632'ABOVE THE GROUND.  IT IS 3 FEET SOUTH OF A FENCE LINE, 72
 EL0632'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST
 EL0632'OF A WITNESS POST, AND 3 FEET SOUTHWEST OF A CONCRETE
 EL0632'RIGHT-OF-WAY POST.
 EL0632'
 EL0632'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BLUE NO 1
 EL0632'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0632'PROJECTS 6 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 EL0632'AS THE STATION.  IT IS 1 FOOT SOUTH OF A FENCE LINE AND 74
 EL0632'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EL0632'
 EL0632'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BLUE NO 2
 EL0632'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0632'PROJECTS 6 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 EL0632'AS THE STATION.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF
 EL0632'THE HIGHWAY.
 EL0632'
 EL0632'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY
 EL0632'70 AND IS A STANDARD DISK STAMPED BLUE 1955 SET IN THE TOP
 EL0632'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 EL0632'ABOVE THE GROUND.  IT IS 42 FEET NORTH OF THE CENTERLINE
 EL0632'OF A RAILROAD TRACK AND 58 FEET SOUTH OF THE CENTERLINE
 EL0632'OF THE HIGHWAY.
 EL0632'
 EL0632'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST
 EL0632'ON U.S. HIGHWAY 70 FOR 0.4 MILE TO THE TOP OF A SLIGHT RISE
 EL0632'AND THE AZIMUTH MARK ON THE LEFT.
 EL0632
 EL0632                          STATION RECOVERY (1986)
 EL0632
 EL0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0632'16.6 KM (10.3 MI) EAST FROM DURANT.
 EL0632'16.6 KM (10.3 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0632'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 1.5 KM (0.95 MI) EAST
 EL0632'OF THE MAIN INTERSECTION IN BLUE, 22.0 M (72.2 FT) NORTH OF THE
 EL0632'CENTERLINE OF THE HIGHWAY, 5.9 M (19.4 FT) EAST OF THE CENTER OF A
 EL0632'FIELD ENTRANCE, 1.6 M (5.2 FT) SOUTHWEST OF A CONCRETE HIGHWAY
 EL0632'RIGHT-OF-WAY MARKER, AND 0.9 M (3.0 FT) SOUTH OF A FENCE.
 EL0632'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 EL0632'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0748 ***********************************************************************
 GG0748  DESIGNATION -  BLUE
 GG0748  PID         -  GG0748
 GG0748  STATE/COUNTY-  OK/CRAIG
 GG0748  COUNTRY     -  US
 GG0748  USGS QUAD   -  WELCH SOUTH (2019)
 GG0748
 GG0748                         *CURRENT SURVEY CONTROL
 GG0748  ______________________________________________________________________
 GG0748* NAD 83(1997) POSITION- 36 47 32.92046(N) 095 07 25.21557(W)   ADJUSTED
 GG0748* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 GG0748  ______________________________________________________________________
 GG0748  GEOID HEIGHT    -        -29.416 (meters)                     GEOID18
 GG0748  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 GG0748  HORZ ORDER      -  FIRST
 GG0748
 GG0748.The horizontal coordinates were established by classical geodetic methods
 GG0748.and adjusted by the National Geodetic Survey in October 1998.
 GG0748
 GG0748.The orthometric height was scaled from a topographic map.
 GG0748
 GG0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0748.GEOID18 height accuracy estimate available here.
 GG0748
 GG0748.Click photographs - Photos may exist for this station.
 GG0748
 GG0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0748
 GG0748. The following values were computed from the NAD 83(1997) position.
 GG0748
 GG0748;                    North         East     Units Scale Factor Converg.
 GG0748;SPC OK N     -   202,690.144   856,684.641   MT  1.00000481   +1 41 50.8
 GG0748;SPC OK N     -   664,992.58  2,810,639.53   sFT  1.00000481   +1 41 50.8
 GG0748;UTM  15      - 4,073,955.361   310,519.462   MT  1.00004233   -1 16 20.2
 GG0748
 GG0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0748!SPC OK N     -   0.99995893  x   1.00000481  =   0.99996374
 GG0748!UTM  15      -   0.99995893  x   1.00004233  =   1.00000126
 GG0748
 GG0748:                Primary Azimuth Mark                     Grid Az
 GG0748:SPC OK N     -  UNION                                    279 57 45.9
 GG0748:UTM  15      -  UNION                                    282 55 56.9
 GG0748
 GG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1051973955(NAD 83)
 GG0748
 GG0748|---------------------------------------------------------------------|
 GG0748| PID    Reference Object                     Distance      Geod. Az  |
 GG0748|                                                           dddmmss.s |
 GG0748| GG0745 WELCH MUNICIPAL TANK                APPROX.10.1 KM 0182235.9 |
 GG0748| CI1183 BLUE RM 1                            27.758 METERS 04519     |
 GG0748| GG0753 VINITA EASTERN STATE HOSP TANK      APPROX.14.8 KM 1781748.1 |
 GG0748| GG0754 VINITA EASTERN STATE HOSP STK       APPROX.14.7 KM 1790252.9 |
 GG0748| GG0759 VINITA MUNICIPAL TANK               APPROX.17.0 KM 1914544.4 |
 GG0748| GG0757 VINITA RADIO STATION KVIN MAST      APPROX.18.0 KM 1922948.3 |
 GG0748| GG0774 UNION                               APPROX.12.5 KM 2813936.7 |
 GG0748| CI1182 BLUE AZ MK                                         2850059.2 |
 GG0748| CI1184 BLUE RM 2                            28.615 METERS 34027     |
 GG0748|---------------------------------------------------------------------|
 GG0748
 GG0748                          SUPERSEDED SURVEY CONTROL
 GG0748
 GG0748  NAD 83(1993)-  36 47 32.92212(N)    095 07 25.21589(W) AD(       ) 1
 GG0748  NAD 83(1986)-  36 47 32.94112(N)    095 07 25.20385(W) AD(       ) 1
 GG0748  NAD 27      -  36 47 32.66000(N)    095 07 24.32760(W) AD(       ) 1
 GG0748
 GG0748.Superseded values are not recommended for survey control.
 GG0748
 GG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0748.See file dsdata.pdf to determine how the superseded data were derived.
 GG0748
 GG0748_MARKER: DS = TRIANGULATION STATION DISK
 GG0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0748_STAMPING: BLUE 1958
 GG0748_MARK LOGO: CGS
 GG0748_PROJECTION: FLUSH
 GG0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0748+STABILITY: SURFACE MOTION
 GG0748
 GG0748  HISTORY     - Date     Condition        Report By
 GG0748  HISTORY     - 1958     MONUMENTED       CGS
 GG0748
 GG0748                          STATION DESCRIPTION
 GG0748
 GG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0748'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF VINITA,
 GG0748'6 MILES SOUTH-SOUTHWEST OF WELCH AND 4 MILES WEST-SOUTHWEST
 GG0748'OF BLUEJACKET.  IT IS 93 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 GG0748'CORNER OF A FARM HOUSE, 36 FEET SOUTHEAST OF A POWERLINE POLE, 29
 GG0748'FEET SOUTH OF A WIRE FENCE LINE AND 29 FEET EAST OF A TRACK
 GG0748'ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 GG0748'AND IS STAMPED BLUE 1958.
 GG0748'
 GG0748'REFERENCE MARK NO. 1 IS 42 FEET SOUTHEAST OF THE SOUTHEAST
 GG0748'CORNER OF A FARM HOUSE, 38 FEET WEST OF THE WEST END OF A
 GG0748'GARAGE AND 2 FEET SOUTHEAST OF A FENCE CORNER POST.  THE
 GG0748'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GG0748'BLUE NO 1 1958.
 GG0748'
 GG0748'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF THE SOUTHWEST
 GG0748'CORNER OF A FARM HOUSE, 10 FEET NORTH OF THE CENTER OF A
 GG0748'DRIVEWAY, 10 FEET EAST-SOUTHEAST OF A WIRE FENCE CORNER POST
 GG0748'AND SET IN A WIRE FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 GG0748'SURFACE OF THE GROUND AND IS STAMPED BLUE NO 2 1958.
 GG0748'
 GG0748'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF A GRAVELED
 GG0748'ROAD, 16 FEET NORTH OF A DRIVEWAY, 1 FOOT SOUTHWEST OF A FENCE
 GG0748'CORNER POST AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE
 GG0748'MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GG0748'IS STAMPED BLUE 1958.
 GG0748'
 GG0748'TO REACH FROM THE POST OFFICE IN BLUEJACKET, GO WESTERLY
 GG0748'ON THE MAIN STREET FOR 0.25 MILE TO RAILROAD TRACKS, CONTINUE
 GG0748'WESTERLY ON A PAVED ROAD FOR 3.0 MILES TO A CROSSROADS,
 GG0748'TURN LEFT SOUTH ON A GRAVELED ROAD AND GO 0.5 MILE TO A SIDE
 GG0748'ROAD LEFT AND AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN
 GG0748'LEFT EAST ON DIRT ROAD AND GO 0.15 MILE TO END OF ROAD,
 GG0748'FARM HOUSE AND STATION AS DESCRIBED.
 GG0748'
 GG0748'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0879 ***********************************************************************
 GG0879  DESIGNATION -  BLUE
 GG0879  PID         -  GG0879
 GG0879  STATE/COUNTY-  OK/WASHINGTON
 GG0879  COUNTRY     -  US
 GG0879  USGS QUAD   -  BLUE MOUND (2018)
 GG0879
 GG0879                         *CURRENT SURVEY CONTROL
 GG0879  ______________________________________________________________________
 GG0879* NAD 83(1997) POSITION- 36 49 02.46215(N) 095 49 23.63771(W)   ADJUSTED
 GG0879* NAVD 88 ORTHO HEIGHT -   303.9   (meters)      997.    (feet) VERTCON3
 GG0879  ______________________________________________________________________
 GG0879  GEOID HEIGHT    -        -29.383 (meters)                     GEOID18
 GG0879  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 GG0879  HORZ ORDER      -  FIRST
 GG0879
 GG0879.The horizontal coordinates were established by classical geodetic methods
 GG0879.and adjusted by the National Geodetic Survey in October 1998.
 GG0879
 GG0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0879
 GG0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0879.GEOID18 height accuracy estimate available here.
 GG0879
 GG0879.Click photographs - Photos may exist for this station.
 GG0879
 GG0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0879
 GG0879. The following values were computed from the NAD 83(1997) position.
 GG0879
 GG0879;                    North         East     Units Scale Factor Converg.
 GG0879;SPC OK N     -   203,825.019   794,205.762   MT  1.00000964   +1 17 04.6
 GG0879;SPC OK N     -   668,715.92  2,605,656.74   sFT  1.00000964   +1 17 04.6
 GG0879;UTM  15      - 4,078,330.604   248,171.321   MT  1.00038135   -1 41 33.9
 GG0879
 GG0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0879!SPC OK N     -   0.99995692  x   1.00000964  =   0.99996655
 GG0879!UTM  15      -   0.99995692  x   1.00038135  =   1.00033825
 GG0879
 GG0879:                Primary Azimuth Mark                     Grid Az
 GG0879:SPC OK N     -  BLUE AZ MK                               105 44 06.0
 GG0879:UTM  15      -  BLUE AZ MK                               108 42 44.5
 GG0879
 GG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4817178330(NAD 83)
 GG0879
 GG0879|---------------------------------------------------------------------|
 GG0879| PID    Reference Object                     Distance      Geod. Az  |
 GG0879|                                                           dddmmss.s |
 GG0879| CI1177 BLUE RM 1                            31.379 METERS 01944     |
 GG0879| CI1178 BLUE RM 2                            35.848 METERS 07242     |
 GG0879| CI1176 BLUE AZ MK                                         1070110.6 |
 GG0879| GG0877 BARTLESVILLE WATER TANK             APPROX.16.9 KM 2384107.6 |
 GG0879| GG0882 BARTLESVILLE PHILL PETROL BLDG      APPROX.15.7 KM 2415316.3 |
 GG0879|---------------------------------------------------------------------|
 GG0879
 GG0879                          SUPERSEDED SURVEY CONTROL
 GG0879
 GG0879  NAD 83(1993)-  36 49 02.46465(N)    095 49 23.63921(W) AD(       ) 1
 GG0879  NAD 83(1986)-  36 49 02.48621(N)    095 49 23.61865(W) AD(       ) 1
 GG0879  NAD 27      -  36 49 02.17500(N)    095 49 22.67900(W) AD(       ) 1
 GG0879  NGVD 29 (07/19/86)  303.8    (m)          997.     (f) VERT ANG       
 GG0879
 GG0879.Superseded values are not recommended for survey control.
 GG0879
 GG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0879.See file dsdata.pdf to determine how the superseded data were derived.
 GG0879
 GG0879_MARKER: DS = TRIANGULATION STATION DISK
 GG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0879_STAMPING: BLUE 1934
 GG0879_MARK LOGO: CGS
 GG0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0879+STABILITY: SURFACE MOTION
 GG0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0879+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2002
 GG0879
 GG0879  HISTORY     - Date     Condition        Report By
 GG0879  HISTORY     - 1934     MONUMENTED       CGS
 GG0879  HISTORY     - 1959     GOOD             CGS
 GG0879  HISTORY     - 1968     GOOD             USGS
 GG0879  HISTORY     - 1968     SEE DESCRIPTION  USGS
 GG0879  HISTORY     - 1968     GOOD             USGS
 GG0879  HISTORY     - 20020831 GOOD             INDIV
 GG0879
 GG0879                          STATION DESCRIPTION
 GG0879
 GG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0879'STATION IS LOCATED ABOUT 6 MILES NE OF DEWEY AND ABOUT 11
 GG0879'MILES SW OF LENAPAH, IN SW 1/4 SEC. 16, T 27 N, R 14 E, ON
 GG0879'A HIGH PROMINENT HILL KNOWN AS BLUE MOUND.  MARK IS SET NEAR
 GG0879'THE N SUMMIT OF HILL.
 GG0879'
 GG0879'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0879'DISKS SET IN CONCRETE.
 GG0879'
 GG0879'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 GG0879'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 GG0879'
 GG0879'REFERENCE MARK NO. 1 IS N OF STATION NEAR EDGE OF HILL.
 GG0879'
 GG0879'REFERENCE MARK NO. 2 IS E NEAR EDGE OF HILL.
 GG0879'
 GG0879'AZIMUTH MARK IS 0.5 MILE E OF STATION ALONG E-W FENCE ABOUT
 GG0879'100 FEET W OF FENCE CORNER AND ABOUT 1/4 MILE E OF TWO STONE
 GG0879'FENCE POSTS.
 GG0879'
 GG0879'TO REACH FROM LENAPAH, GO S ON STATE HIGHWAY 16 FOR 2.5 MILES
 GG0879'TO DIRT ROAD LEADING W, HERE FOLLOW DIRT ROAD FOR 6.5 MILES
 GG0879'TO CATTLE GUARD, CONTINUE W ACROSS CATTLE GUARD AND GO UP
 GG0879'HILL ON RANCH TRAIL 0.4 MILE, CONTINUE W 2.2 MILES TO DIM
 GG0879'FORK RIGHT, GO RIGHT HERE FOR 0.7 MILE TO STONE GATE POSTS,
 GG0879'PASS THROUGH GATE AND GO W 0.2 MILE TO DIM FORK W.  CONTINUE
 GG0879'W 0.5 MILE TO BASE OF HILL.  FROM HERE PACK N ABOUT 200
 GG0879'YARDS TO STATION.
 GG0879'
 GG0879'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GG0879
 GG0879                          STATION RECOVERY (1959)
 GG0879
 GG0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GG0879'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GG0879'RECOVERED IN GOOD CONDITION EXCEPT THAT THE AZIMUTH MARK
 GG0879'IS 100 FEET EAST (INSTEAD OF WEST) OF A FENCE CORNER AND
 GG0879'IS 1/4 MILE WEST OF THE STONE GATE POSTS (INSTEAD OF EAST).
 GG0879'
 GG0879'TO REACH THE STATION FROM THE STOP LIGHT IN DEWEY, GO NORTH
 GG0879'FOR ONE BLOCK AND THEN TURN EAST PAST THE CEMENT PLANT FOR
 GG0879'5 MILES TO THE POINT WHERE THE ROAD TURNS RIGHT AND THERE
 GG0879'IS A RANCH ROAD AND A CATTLE GUARD STRAIGHT AHEAD.  GO STRAIGHT
 GG0879'ACROSS CATTLE GUARD FOR 1 MILE TO RANCH BUILDINGS.  FOLLOW
 GG0879'FIELD ROAD AROUND RANCH BUILDINGS TO NORTH AND EAST TO
 GG0879'NORTHEAST CORNER OF THE FIELD AND A GATE.  AZIMUTH MARK IS TO
 GG0879'EAST OF THIS GATE.  PASS THROUGH GATE AND HEAD WEST ALONG
 GG0879'FENCE TO FOOT OF MOUND AND STATION AT TOP OF HILL.
 GG0879
 GG0879                          STATION RECOVERY (1968)
 GG0879
 GG0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0879'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 GG0879'
 GG0879'THE OLD DESCRIPTION IS ADEQUATE.
 GG0879
 GG0879                          STATION RECOVERY (1968)
 GG0879
 GG0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (MEF)
 GG0879'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 GG0879'AS DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND
 GG0879'AZIMUTH MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 GG0879
 GG0879                          STATION RECOVERY (1968)
 GG0879
 GG0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0879'RECOVERED IN GOOD CONDITION.
 GG0879
 GG0879                          STATION RECOVERY (2002)
 GG0879
 GG0879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0806 ***********************************************************************
 EM0806  DESIGNATION -  BLUE BEAVER
 EM0806  PID         -  EM0806
 EM0806  STATE/COUNTY-  OK/COMANCHE
 EM0806  COUNTRY     -  US
 EM0806  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0806
 EM0806                         *CURRENT SURVEY CONTROL
 EM0806  ______________________________________________________________________
 EM0806* NAD 83(1993) POSITION- 34 41 16.79176(N) 098 34 03.41844(W)   ADJUSTED
 EM0806* NAVD 88 ORTHO HEIGHT -   575.    (meters)     1886.    (feet) SCALED
 EM0806  ______________________________________________________________________
 EM0806  GEOID HEIGHT    -        -25.566 (meters)                     GEOID18
 EM0806  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 EM0806  HORZ ORDER      -  THIRD
 EM0806
 EM0806.The horizontal coordinates were established by classical geodetic methods
 EM0806.and adjusted by the National Geodetic Survey in November 1994.
 EM0806
 EM0806.The orthometric height was scaled from a topographic map.
 EM0806
 EM0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0806.GEOID18 height accuracy estimate available here.
 EM0806
 EM0806.Click photographs - Photos may exist for this station.
 EM0806
 EM0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0806
 EM0806. The following values were computed from the NAD 83(1993) position.
 EM0806
 EM0806;                    North         East     Units Scale Factor Converg.
 EM0806;SPC OK S     -   150,410.434   547,990.960   MT  0.99993758   -0 19 19.9
 EM0806;SPC OK S     -   493,471.57  1,797,867.01   sFT  0.99993758   -0 19 19.9
 EM0806;UTM  14      - 3,838,529.135   539,605.046   MT  0.99961933   +0 14 45.9
 EM0806
 EM0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0806!SPC OK S     -   0.99991374  x   0.99993758  =   0.99985133
 EM0806!UTM  14      -   0.99991374  x   0.99961933  =   0.99953310
 EM0806
 EM0806:                Primary Azimuth Mark                     Grid Az
 EM0806:SPC OK S     -  SOLID                                    069 14 37.1
 EM0806:UTM  14      -  SOLID                                    068 40 31.3
 EM0806
 EM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3960538529(NAD 83)
 EM0806
 EM0806|---------------------------------------------------------------------|
 EM0806| PID    Reference Object                     Distance      Geod. Az  |
 EM0806|                                                           dddmmss.s |
 EM0806| EM0817 SOLID                               APPROX. 1.6 KM 0685517.2 |
 EM0806|---------------------------------------------------------------------|
 EM0806
 EM0806                          SUPERSEDED SURVEY CONTROL
 EM0806
 EM0806  NAD 83(1986)-  34 41 16.79766(N)    098 34 03.40363(W) AD(       ) 3
 EM0806  NAD 27      -  34 41 16.54300(N)    098 34 02.17900(W) AD(       ) 3
 EM0806
 EM0806.Superseded values are not recommended for survey control.
 EM0806
 EM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0806.See file dsdata.pdf to determine how the superseded data were derived.
 EM0806
 EM0806_MARKER: DS = TRIANGULATION STATION DISK
 EM0806_SETTING: 66 = SET IN ROCK OUTCROP
 EM0806_MARK LOGO: USA
 EM0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0806+STABILITY: POSITION/ELEVATION WELL
 EM0806
 EM0806  HISTORY     - Date     Condition        Report By
 EM0806  HISTORY     - 1945     MONUMENTED       USA
 EM0806  HISTORY     - 20000220 GOOD             LOCSUR
 EM0806
 EM0806                          STATION DESCRIPTION
 EM0806
 EM0806'DESCRIBED BY US ARMY 1945
 EM0806'ON THE HIGHEST POINT OF PROMINENT ROUNDED HILL KNOWN AS HILL 1860
 EM0806'ABOUT 1000 YDS. SW OF KETCH RANCH.  MARKED BY A SMALL METAL PLUG
 EM0806'SET FLUSH IN TOP OF CONCRETE MOUND PLACED ON ROCK OUTCROP
 EM0806'ON HIGHEST POINT OF HILL AND ABOUT 30 FT. E BY N FROM TELEPHONE
 EM0806'POLE.
 EM0806
 EM0806                          STATION RECOVERY (2000)
 EM0806
 EM0806'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0806'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0949 ***********************************************************************
 EK0949  DESIGNATION -  BLUE MTN LOOKOUT TOWER
 EK0949  PID         -  EK0949
 EK0949  STATE/COUNTY-  OK/LE FLORE
 EK0949  COUNTRY     -  US
 EK0949  USGS QUAD   -  LEFLORE SE (2018)
 EK0949
 EK0949                         *CURRENT SURVEY CONTROL
 EK0949  ______________________________________________________________________
 EK0949* NAD 83(1993) POSITION- 34 49 17.68710(N) 094 46 22.36744(W)   ADJUSTED
 EK0949  ______________________________________________________________________
 EK0949  GEOID HEIGHT    -        -31.645 (meters)                     GEOID18
 EK0949  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 EK0949  HORZ ORDER      -  THIRD
 EK0949
 EK0949.The horizontal coordinates were established by classical geodetic methods
 EK0949.and adjusted by the National Geodetic Survey in November 1994.
 EK0949
 EK0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0949.GEOID18 height accuracy estimate available here.
 EK0949
 EK0949.Click photographs - Photos may exist for this station.
 EK0949
 EK0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0949
 EK0949. The following values were computed from the NAD 83(1993) position.
 EK0949
 EK0949;                    North         East     Units Scale Factor Converg.
 EK0949;SPC OK S     -   169,801.129   895,169.252   MT  0.99994449   +1 49 54.4
 EK0949;SPC OK S     -   557,089.20  2,936,901.12   sFT  0.99994449   +1 49 54.4
 EK0949;UTM  15      - 3,854,689.898   337,862.328   MT  0.99992402   -1 00 45.3
 EK0949
 EK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3786254689(NAD 83)
 EK0949
 EK0949                          SUPERSEDED SURVEY CONTROL
 EK0949
 EK0949  NAD 83(1986)-  34 49 17.68866(N)    094 46 22.35868(W) AD(       ) 3
 EK0949  NAD 27      -  34 49 17.32300(N)    094 46 21.52900(W) AD(       ) 3
 EK0949
 EK0949.Superseded values are not recommended for survey control.
 EK0949
 EK0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0949.See file dsdata.pdf to determine how the superseded data were derived.
 EK0949
 EK0949_MARKER: 57 = LOOKOUT TOWER
 EK0949
 EK0949  HISTORY     - Date     Condition        Report By
 EK0949  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0949  HISTORY     - 1959     GOOD             CGS
 EK0949
 EK0949                          STATION DESCRIPTION
 EK0949
 EK0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0949'THIS STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF HEAVNER,
 EK0949'8 MILES WEST-SOUTHWEST OF THE VILLAGE OF HODGENS, AND ON THE
 EK0949'HIGHEST POINT OF A PROMINENT RIDGE.  IT IS A 4 LEGGED STEEL
 EK0949'STRUCTURE ABOUT 50 FEET HIGH WITH A CABIN ON THE TOP.
 EK0949'
 EK0949'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 EK0949'
 EK0949'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY 270, APPOSITE
 EK0949'THE RAILROAD STATION IN THE VILLAGE OF PAGE, GO NORTHWEST
 EK0949'ON HIGHWAY 270 FOR 7.2 MILES TO A DIAGONAL CROSSROAD AT SIGN
 EK0949'CEDAR LAKE.  TURN LEFT (WEST) FOR 3.2 MILES TO A SIDE ROAD
 EK0949'RIGHT AT SIGN CEDAR LAKE 1 MILE.  CONTINUE STRAIGHT AHEAD
 EK0949'0.55 MILE TO FORKS AT SIGN WINDING STAIR ROAD.  KEEP RIGHT
 EK0949'FORK, UP HILL, 0.65 MILE TO A SIDE ROAD RIGHT AT SIGN BLUE
 EK0949'MT TOWER 8.  TURN RIGHT AS PER SIGN, AND GO 2.8 MILES TO
 EK0949'A SIDE ROAD LEFT AT SIGN HOLSON VALLEY ROAD.  HERE CONTINUE
 EK0949'STRAIGHT AHEAD 0.4 MILE TO FORKS AT SIGN BLUE MT TOWER 4.
 EK0949'TAKE LEFT FORK, AS PER SIGN, AND GO 3.8 MILES TO AN
 EK0949'INTERSECTION AT THE TOP OF A RIDGE.  TURN SHARP LEFT FOR 0.2
 EK0949'MILE TO THE STATION ON THE RIGHT.
 EK0949
 EK0949                          STATION RECOVERY (1959)
 EK0949
 EK0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 EK0949'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EK0949'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0821 ***********************************************************************
 GH0821  DESIGNATION -  BLUFF
 GH0821  PID         -  GH0821
 GH0821  STATE/COUNTY-  OK/GRANT
 GH0821  COUNTRY     -  US
 GH0821  USGS QUAD   -  MEDFORD NE (2018)
 GH0821
 GH0821                         *CURRENT SURVEY CONTROL
 GH0821  ______________________________________________________________________
 GH0821* NAD 83(1997) POSITION- 36 58 14.49832(N) 097 30 41.26697(W)   ADJUSTED
 GH0821* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 GH0821  ______________________________________________________________________
 GH0821  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 GH0821  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 GH0821  HORZ ORDER      -  SECOND
 GH0821
 GH0821.The horizontal coordinates were established by classical geodetic methods
 GH0821.and adjusted by the National Geodetic Survey in October 1998.
 GH0821
 GH0821.The orthometric height was scaled from a topographic map.
 GH0821
 GH0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0821.GEOID18 height accuracy estimate available here.
 GH0821
 GH0821.Click photographs - Photos may exist for this station.
 GH0821
 GH0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0821
 GH0821. The following values were computed from the NAD 83(1997) position.
 GH0821
 GH0821;                    North         East     Units Scale Factor Converg.
 GH0821;SPC OK N     -   218,775.090   643,503.887   MT  1.00004360   +0 17 17.9
 GH0821;SPC OK N     -   717,764.61  2,111,229.00   sFT  1.00004360   +0 17 17.9
 GH0821;UTM  14      - 4,092,656.614   632,499.139   MT  0.99981628   +0 53 43.2
 GH0821
 GH0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0821!SPC OK N     -   0.99994875  x   1.00004360  =   0.99999234
 GH0821!UTM  14      -   0.99994875  x   0.99981628  =   0.99976504
 GH0821
 GH0821:                Primary Azimuth Mark                     Grid Az
 GH0821:SPC OK N     -  BLUFF AZ MK                              258 21 03.9
 GH0821:UTM  14      -  BLUFF AZ MK                              257 44 38.6
 GH0821
 GH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3249992656(NAD 83)
 GH0821
 GH0821|---------------------------------------------------------------------|
 GH0821| PID    Reference Object                     Distance      Geod. Az  |
 GH0821|                                                           dddmmss.s |
 GH0821| HF1335 DRURY NEW ERA MILLING CO ELEV       APPROX. 7.8 KM 0230855.4 |
 GH0821| HF1336 SOUTH HAVEN MUNICIPAL TANK          APPROX.13.0 KM 0483909.1 |
 GH0821| CL4313 BLUFF RM 1                            9.961 METERS 08716     |
 GH0821| CL4314 BLUFF RM 2                           15.356 METERS 19655     |
 GH0821| GH0835 RENFROW CLYDE COOP ASSN ELEV        APPROX.13.8 KM 2472509.0 |
 GH0821| CL4312 BLUFF AZ MK                                        2583821.8 |
 GH0821| HF1389 CALDWELL FARMERS COOP ELEV          APPROX.10.8 KM 3104007.0 |
 GH0821|---------------------------------------------------------------------|
 GH0821
 GH0821                          SUPERSEDED SURVEY CONTROL
 GH0821
 GH0821  NAD 83(1993)-  36 58 14.50029(N)    097 30 41.26604(W) AD(       ) 2
 GH0821  NAD 83(1986)-  36 58 14.50741(N)    097 30 41.25775(W) AD(       ) 2
 GH0821  NAD 27      -  36 58 14.41350(N)    097 30 40.08592(W) AD(       ) 2
 GH0821
 GH0821.Superseded values are not recommended for survey control.
 GH0821
 GH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0821.See file dsdata.pdf to determine how the superseded data were derived.
 GH0821
 GH0821_MARKER: DS = TRIANGULATION STATION DISK
 GH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0821_STAMPING: BLUFF 1957
 GH0821_MARK LOGO: CGS
 GH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0821+STABILITY: SURFACE MOTION
 GH0821
 GH0821  HISTORY     - Date     Condition        Report By
 GH0821  HISTORY     - 1957     MONUMENTED       CGS
 GH0821
 GH0821                          STATION DESCRIPTION
 GH0821
 GH0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0821'STATION IS 5-1/4 MILES EAST AND 4-1/2 MILES SOUTH OF CALDWELL,
 GH0821'KANSAS, ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE
 GH0821'ROAD AND IN SOUTHWEST 1/4 OF SECTION 22, T 29 N, R 3 W AND
 GH0821'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 GH0821'
 GH0821'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 GH0821'49 IN CALDWELL, KANSAS, BY GOING EAST ON HIGHWAY 81 FOR 3.25
 GH0821'MILES TO A CROSSROADS, TURN RIGHT AND GO SOUTH ON A GRAVELED
 GH0821'ROAD FOR 2.35 MILE TO A BRIDGE, CROSS THE BRIDGE AND CONTINUE
 GH0821'SOUTHEAST AND SOUTH FOR 0.95 MILE TO A T-INTERSECTION, TURN
 GH0821'LEFT AND GO EAST FOR 0.5 MILE TO A CROSSROADS, TURN RIGHT
 GH0821'AND GO SOUTH FOR 1.0 MILE TO A CROSSROADS, TURN LEFT AND GO
 GH0821'EAST FOR 0.85 MILE TO A CROSSROADS AND THE AZIMUTH MARK ON THE
 GH0821'RIGHT.  CONTINUE EAST FOR 0.3 MILE TO THE HIGHEST POINT AND
 GH0821'THE STATION ON THE LEFT.
 GH0821'
 GH0821'STATION MARKS ARE STANDARD DISKS, STAMPED BLUFF 1957.  SURFACE
 GH0821'MARK IS SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING
 GH0821'6 INCHES.  IT IS 300.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GH0821'OF A METAL BARN, 71 FEET WEST OF A WEST GATEPOST, 27 FEET
 GH0821'NORTH OF THE CENTER OF THE ROAD AND 3 FEET SOUTH OF AN EAST-WEST
 GH0821'RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 GH0821'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.  A 4 IN
 GH0821'X 4 IN WHITE WITNESS POST WAS SET 50 FEET SOUTH OF THE MARK.
 GH0821'
 GH0821'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUFF NO 1 1957
 GH0821'SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.
 GH0821'IT IS 39 FEET WEST OF THE GATE POST, 28 FEET NORTH OF THE CENTER
 GH0821'OF THE ROAD AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 GH0821'
 GH0821'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUFF NO 2 1957
 GH0821'SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.
 GH0821'IT IS 100 FEET SOUTHWEST OF THE GATEPOST, 53 FEET SOUTH OF
 GH0821'THE RIGHT-OF-WAY FENCE, 22 FEET SOUTH OF THE CENTER OF THE
 GH0821'ROAD AND 2 FEET WEST OF THE WITNESS POST.
 GH0821'
 GH0821'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUFF 1957 SET IN
 GH0821'A 9-INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.  IT IS 272
 GH0821'FEET SOUTH OF THE CENTER OF THE CROSSROADS, 31 FEET WEST
 GH0821'OF THE CENTER OF A NORTH-SOUTH ROAD AND 2 FEET EAST OF A
 GH0821'NORTH-SOUTH RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS
 GH0821'POST WAS SET 2 FEET SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1016 ***********************************************************************
 FH1016  DESIGNATION -  BLUFF
 FH1016  PID         -  FH1016
 FH1016  STATE/COUNTY-  OK/SEQUOYAH
 FH1016  COUNTRY     -  US
 FH1016  USGS QUAD   -  MULDROW SW (2018)
 FH1016
 FH1016                         *CURRENT SURVEY CONTROL
 FH1016  ______________________________________________________________________
 FH1016* NAD 83(1993) POSITION- 35 21 04.99419(N) 094 41 29.20074(W)   ADJUSTED
 FH1016* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 FH1016  ______________________________________________________________________
 FH1016  GEOID HEIGHT    -        -30.406 (meters)                     GEOID18
 FH1016  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 FH1016  HORZ ORDER      -  FIRST
 FH1016
 FH1016.The horizontal coordinates were established by classical geodetic methods
 FH1016.and adjusted by the National Geodetic Survey in November 1994.
 FH1016
 FH1016.The orthometric height was scaled from a topographic map.
 FH1016
 FH1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1016.GEOID18 height accuracy estimate available here.
 FH1016
 FH1016.Click photographs - Photos may exist for this station.
 FH1016
 FH1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1016
 FH1016. The following values were computed from the NAD 83(1993) position.
 FH1016
 FH1016;                    North         East     Units Scale Factor Converg.
 FH1016;SPC OK N     -    44,111.949   900,690.747   MT  1.00004604   +1 57 09.1
 FH1016;SPC OK N     -   144,723.95  2,955,016.23   sFT  1.00004604   +1 57 09.1
 FH1016;SPC OK S     -   228,787.383   900,688.918   MT  1.00002546   +1 52 40.8
 FH1016;SPC OK S     -   750,613.27  2,955,010.23   sFT  1.00002546   +1 52 40.8
 FH1016;UTM  15      - 3,913,324.515   346,308.166   MT  0.99989110   -0 58 43.8
 FH1016
 FH1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1016!SPC OK N     -   0.99997604  x   1.00004604  =   1.00002207
 FH1016!SPC OK S     -   0.99997604  x   1.00002546  =   1.00000149
 FH1016!UTM  15      -   0.99997604  x   0.99989110  =   0.99986714
 FH1016
 FH1016:                Primary Azimuth Mark                     Grid Az
 FH1016:SPC OK N     -  BLUFF AZ MK                              000 03 12.3
 FH1016:SPC OK S     -  BLUFF AZ MK                              000 07 40.6
 FH1016:UTM  15      -  BLUFF AZ MK                              002 59 05.2
 FH1016
 FH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4630813324(NAD 83)
 FH1016
 FH1016|---------------------------------------------------------------------|
 FH1016| PID    Reference Object                     Distance      Geod. Az  |
 FH1016|                                                           dddmmss.s |
 FH1016| CI1188 BLUFF AZ MK                                        0020021.4 |
 FH1016| CI1190 BLUFF RM 2                           17.102 METERS 21637     |
 FH1016| CI1189 BLUFF RM 1                           19.534 METERS 33940     |
 FH1016|---------------------------------------------------------------------|
 FH1016
 FH1016                          SUPERSEDED SURVEY CONTROL
 FH1016
 FH1016  NAD 83(1986)-  35 21 04.99903(N)    094 41 29.18955(W) AD(       ) 1
 FH1016  NAD 27      -  35 21 04.65900(N)    094 41 28.39000(W) AD(       ) 1
 FH1016
 FH1016.Superseded values are not recommended for survey control.
 FH1016
 FH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1016.See file dsdata.pdf to determine how the superseded data were derived.
 FH1016
 FH1016_MARKER: DS = TRIANGULATION STATION DISK
 FH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1016_STAMPING: BLUFF 1940
 FH1016_MARK LOGO: CGS
 FH1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1016+STABILITY: SURFACE MOTION
 FH1016
 FH1016  HISTORY     - Date     Condition        Report By
 FH1016  HISTORY     - 1940     MONUMENTED       CGS
 FH1016  HISTORY     - 1959     GOOD             CGS
 FH1016  HISTORY     - 1965     POOR             USGS
 FH1016
 FH1016                          STATION DESCRIPTION
 FH1016
 FH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1016'STATION IS LOCATED ABOUT 6-1/2 MILES SW OF MULDROW, AND
 FH1016'ABOUT 2-1/2 MILES S OF GANS.  IT IS ON THE HIGHEST POINT
 FH1016'OF A VERY PROMINENT BLUFF THAT OVERLOOKS THE ARKANSAS RIVER,
 FH1016'ABOUT 1/2 MILE N OF THE RIVER.  IT IS ON THE EXTREME S END
 FH1016'OF THE BLUFF, ABOUT 50 FEET N OF WHERE THE BLUFF SLOPES
 FH1016'SHARPLY TO THE S.
 FH1016'
 FH1016'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1016'SET IN CONCRETE.
 FH1016'
 FH1016'STATION MARK PROJECTS 10 INCHES AND IS STAMPED BLUFF 1940.
 FH1016'THERE IS A WHITE REFERENCE POST 5 FEET NE OF THE STATION.
 FH1016'
 FH1016'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION
 FH1016'AND ABOUT 30 FEET E OF WHERE THE BLUFF SLOPES SHARPLY TO
 FH1016'THE W.  IT IS A STANDARD DISK SET IN A BOULDER, FLUSH WITH
 FH1016'THE GROUND, ABOUT 2 BY 4 FEET IN SIZE, AND IS STAMPED BLUFF
 FH1016'NO.1, 1940.  REFERENCE MARK NO.2 IS ABOUT 1/2 METER LOWER
 FH1016'THAN THE STATION, ABOUT 20 FEET N OF WHERE THE BLUFF SLOPES
 FH1016'SHARPLY TO THE S.  IT IS A STANDARD DISK SET IN A BOULDER,
 FH1016'FLUSH WITH THE GROUND, ABOUT 4 FEET SQUARE, AND STAMPED BLUFF
 FH1016'NO.2, 1940.
 FH1016'
 FH1016'THE AZIMUTH MARK IS ABOUT 1.0 MILE N OF THE STATION, ON
 FH1016'TOP OF A SMALL TIMBER-COVERED RIDGE, 20 FEET E OF THE CENTER
 FH1016'LINE OF THE ROAD AND ABOUT 1 METER HIGHER THAN THE ROAD.
 FH1016'IT PROJECTS 6 INCHES AND IS STAMPED BLUFF 1940.  THERE IS
 FH1016'A WHITE REFERENCE POST 4 FEET SSE OF THE MARK.
 FH1016'
 FH1016'TO REACH THE STATION FROM SALLISAW, GO E ON U.S. HIGHWAY
 FH1016'64 FOR 7.15 MILES TO A GRAVELED ROAD LEADING RIGHT (S),
 FH1016'AND A SIGN GANS 1 MILE.  GO S FOR 1.9 MILES TO GANS, THEN
 FH1016'CONTINUE SE OUT THE MAIN STREET FOR 0.3 MILE TO ROAD TURNING
 FH1016'RIGHT (S).  GO S FOR 1.0 MILE TO THE AZIMUTH MARK AT TOP
 FH1016'OF HILL AND ON THE E SIDE OF THE ROAD.  CONTINUE S FOR 0.5
 FH1016'MILE TO A TURN TO THE W AND A TRACK ROAD STRAIGHT AHEAD,
 FH1016'S.  GO S FOR 0.25 MILE TO A FORK.  TURN LEFT (SE) FOR 0.6
 FH1016'MILE TO THE FARM OF WALTER JONES.  CONTINUE SE ABOUT 50
 FH1016'YARDS PAST THE FARMHOUSE TO THE TOP OF GRADE, THENCE BEAR
 FH1016'RIGHT ON OLD WOODS ROAD ABOUT 0.3 MILE TO TOP OF BLUFF,
 FH1016'THENCE LEFT (S), ALONG BLUFF ABOUT 300 YARDS TO S END AND
 FH1016'STATION.
 FH1016
 FH1016                          STATION RECOVERY (1959)
 FH1016
 FH1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1016'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1016'CONDITION.  SOME ROCKS HAVE BEEN PUSHED OFF THE HILL WITH
 FH1016'A BULL DOZER BUT THE ROCKS IN WHICH THE REFERENCE MARKS
 FH1016'WERE SET WERE NOT DISTURBED.  THE STATION IS ON THE SOUTHWEST
 FH1016'POINT OF A RIDGE ABOUT 0.35 MILE SOUTHWEST OF A FARMHOUSE.
 FH1016'A 4-WHEEL DRIVE TRUCK AND SOME CLEARING WOULD BE REQUIRED
 FH1016'TO DRIVE OVER THE LAST 0.35 MILE.
 FH1016'
 FH1016'TO REACH THE STATION FROM GANS, FROM THE POST OFFICE, GO
 FH1016'SOUTHEAST FOR 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 FH1016'AND GO SOUTH FOR 0.9 MILE TO AZIMUTH MARK ON LEFT (MARK IS
 FH1016'4-1/2 FEET NORTHWEST OF TELEPHONE POLE), CONTINUE SOUTH
 FH1016'FOR 0.6 MILE TO CROSSROADS, CONTINUE STRAIGHT AHEAD AND GO
 FH1016'SOUTH, SOUTHEAST AND SOUTH FOR ABOUT 0.85 MILE TO A HOUSE
 FH1016'ON LEFT AND END OF TRUCK TRAVEL.  PACK SOUTHWEST FOR ABOUT
 FH1016'0.35 MILE TO SOUTHWEST POINT OF RIDGE AND STATION.
 FH1016
 FH1016                          STATION RECOVERY (1965)
 FH1016
 FH1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FH1016'STATION WAS FOUND BUT THERE HAS BEEN SOME EXCAVATION IN AND AROUND
 FH1016'THE SURFACE MARK LEAVING IT PROTRUDING ABOUT A FOOT AND A HALF ABOVE
 FH1016'THE GROUND.  THE DIRECTION ANGLES FAILED TO AGREE WITH THE
 FH1016'PUBLISHED FIGURES BY APPROX. 11 MINUTES.  THE DISTANCES WERE
 FH1016'CHECKED AND APPEARED TO AGREE CLOSELY.
 FH1016'
 FH1016'STATION CAN BE REACHED BY MEANS OF A TRAIL INTO A POINT APPROX. 200
 FH1016'FEET NORTH OF STATION.
 FH1016'
 FH1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES SW OF
 FH1016'MULDROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1173 ***********************************************************************
 FH1173  DESIGNATION -  BLUFF
 FH1173  PID         -  FH1173
 FH1173  STATE/COUNTY-  OK/WAGONER
 FH1173  COUNTRY     -  US
 FH1173  USGS QUAD   -  LEONARD (2018)
 FH1173
 FH1173                         *CURRENT SURVEY CONTROL
 FH1173  ______________________________________________________________________
 FH1173* NAD 83(1993) POSITION- 35 52 59.04210(N) 095 45 34.59650(W)   ADJUSTED
 FH1173* NAVD 88 ORTHO HEIGHT -   288.4   (meters)      946.    (feet) VERTCON3
 FH1173  ______________________________________________________________________
 FH1173  GEOID HEIGHT    -        -29.222 (meters)                     GEOID18
 FH1173  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 FH1173  HORZ ORDER      -  SECOND
 FH1173
 FH1173.The horizontal coordinates were established by classical geodetic methods
 FH1173.and adjusted by the National Geodetic Survey in November 1994.
 FH1173
 FH1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1173
 FH1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1173.GEOID18 height accuracy estimate available here.
 FH1173
 FH1173.Click photographs - Photos may exist for this station.
 FH1173
 FH1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1173
 FH1173. The following values were computed from the NAD 83(1993) position.
 FH1173
 FH1173;                    North         East     Units Scale Factor Converg.
 FH1173;SPC OK N     -   100,312.501   802,273.078   MT  0.99995766   +1 19 19.8
 FH1173;SPC OK N     -   329,108.60  2,632,124.26   sFT  0.99995766   +1 19 19.8
 FH1173;UTM  15      - 3,974,496.946   250,885.855   MT  1.00036476   -1 37 06.0
 FH1173
 FH1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1173!SPC OK N     -   0.99995933  x   0.99995766  =   0.99991699
 FH1173!UTM  15      -   0.99995933  x   1.00036476  =   1.00032407
 FH1173
 FH1173:                Primary Azimuth Mark                     Grid Az
 FH1173:SPC OK N     -  REBAR 111                                034 44 12.1
 FH1173:UTM  15      -  REBAR 111                                037 40 37.9
 FH1173
 FH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5088574496(NAD 83)
 FH1173
 FH1173|---------------------------------------------------------------------|
 FH1173| PID    Reference Object                     Distance      Geod. Az  |
 FH1173|                                                           dddmmss.s |
 FH1173| CI1192 BLUFF RM 2                           11.185 METERS 00654     |
 FH1173| FH1146 REBAR 111                           APPROX. 7.9 KM 0360331.9 |
 FH1173| CI1191 BLUFF RM 1                           13.146 METERS 25415     |
 FH1173|---------------------------------------------------------------------|
 FH1173
 FH1173                          SUPERSEDED SURVEY CONTROL
 FH1173
 FH1173  NAD 83(1986)-  35 52 59.06667(N)    095 45 34.58212(W) AD(       ) 2
 FH1173  NAD 27      -  35 52 58.70047(N)    095 45 33.63379(W) AD(       ) 2
 FH1173  NGVD 29 (07/19/86)  287.7    (m)          944.     (f) VERT ANG       
 FH1173
 FH1173.Superseded values are not recommended for survey control.
 FH1173
 FH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1173.See file dsdata.pdf to determine how the superseded data were derived.
 FH1173
 FH1173_MARKER: DD = SURVEY DISK
 FH1173_SETTING: 66 = SET IN ROCK OUTCROP
 FH1173_STAMPING: ET BLUFF 1968
 FH1173_MARK LOGO: USGS
 FH1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1173+STABILITY: POSITION/ELEVATION WELL
 FH1173
 FH1173  HISTORY     - Date     Condition        Report By
 FH1173  HISTORY     - 1968     MONUMENTED       USGS
 FH1173
 FH1173                          STATION DESCRIPTION
 FH1173
 FH1173'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1173'THE STATION IS ABOUT 5.0 MI S. AND 5.5 MI W. OF THE TOWN OF
 FH1173'COWETA, ABOUT 1.2 MI W. OF THE VILLAGE OF STONEBLUFF, 50 FT W. OF
 FH1173'CENTER OF RD. ON E. SLOPE OF A HIGH HILL.
 FH1173'
 FH1173'TO REACH THE STATION FROM THE CENTER OF STONEBLUFF, GO W. ON A
 FH1173'GRADED RD. FOR 0.65 MI TO A T-RD. E., TURN RIGHT AND GO N. 0.15 MI
 FH1173'TO WHERE RD. TURNS W., FOLLOW RD. W. AND SW. 0.6 MI TO E. SIDE OF
 FH1173'HILL AND THE STATION ON THE RIGHT.  IT IS ABOUT 0.05 MI NNE. OF A
 FH1173'SHARP CURVE NNE. AND NW.  IT IS ON THE E. SLOPE OF THE HILL.
 FH1173'
 FH1173'THE STATION MARK, A STANDARD TABLET CEMENTED IN DRILL HOLE IN
 FH1173'ROCK OUTCROP (ABOUT 3 FT BY 2 FT VISIBLE) IS 50 FT W. OF CENTER OF
 FH1173'RD., 3.4 FT S. OF METAL WITNESS POST, STAMPED ET BLUFF 1968.
 FH1173'
 FH1173'REFERENCE MARK 1, A STANDARD TABLET CEMENTED IN DRILL HOLE IN
 FH1173'ROCK OUTCROP (ABOUT 7 FT BY 3 FT VISIBLE) IS WSW. OF THE STATION,
 FH1173'STAMPED BLUFF NO 1 1968.
 FH1173'
 FH1173'REFERENCE MARK 2, A STANDARD TABLET CEMENTED IN DRILL HOLE IN
 FH1173'ROCK OUTCROP ABOUT 6 FT BY 10 FT VISIBLE AND PROJECTING ABOUT 24
 FH1173'IN., STAMPED BLUFF NO 2 1968 IS N. OF THE STATION, 64 FT W. OF
 FH1173'CENTER OF RD.
 FH1173'
 FH1173'NO AZIMUTH SET.
 FH1173'
 FH1173'REFERENCE AZIMUTH USED - NONE USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0016 ***********************************************************************
 EL0016  DESIGNATION -  BM
 EL0016  PID         -  EL0016
 EL0016  STATE/COUNTY-  OK/COAL
 EL0016  COUNTRY     -  US
 EL0016  USGS QUAD   -  COALGATE (2018)
 EL0016
 EL0016                         *CURRENT SURVEY CONTROL
 EL0016  ______________________________________________________________________
 EL0016* NAD 83(1986) POSITION- 34 32 26.     (N) 096 12 56.     (W)   SCALED
 EL0016* NAVD 88 ORTHO HEIGHT -   181.525 (meters)      595.55  (feet) ADJUSTED
 EL0016  ______________________________________________________________________
 EL0016  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 EL0016  DYNAMIC HEIGHT  -        181.342 (meters)      594.95  (feet) COMP
 EL0016  MODELED GRAVITY -    979,626.5   (mgal)                       NAVD 88
 EL0016
 EL0016  VERT ORDER      -  SECOND    CLASS 0
 EL0016
 EL0016.The horizontal coordinates were scaled from a map and have
 EL0016.an estimated accuracy of +/- 6 seconds.
 EL0016
 EL0016.The orthometric height was determined by differential leveling and
 EL0016.adjusted by the NATIONAL GEODETIC SURVEY
 EL0016.in June 1991.
 EL0016
 EL0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0016.GEOID18 height accuracy estimate available here.
 EL0016
 EL0016.Click photographs - Photos may exist for this station.
 EL0016
 EL0016.The dynamic height is computed by dividing the NAVD 88
 EL0016.geopotential number by the normal gravity value computed on the
 EL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0016.degrees latitude (g = 980.6199 gals.).
 EL0016
 EL0016.The modeled gravity was interpolated from observed gravity values.
 EL0016
 EL0016;                    North         East    Units  Estimated Accuracy
 EL0016;SPC OK S     -   135,360.      763,790.      MT  (+/- 180 meters Scaled)
 EL0016
 EL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD555256(NAD 83)
 EL0016
 EL0016                          SUPERSEDED SURVEY CONTROL
 EL0016
 EL0016  NGVD 29 (??/??/92)  181.450  (m)          595.31   (f) ADJ UNCH    2 0
 EL0016
 EL0016.Superseded values are not recommended for survey control.
 EL0016
 EL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0016.See file dsdata.pdf to determine how the superseded data were derived.
 EL0016
 EL0016_MARKER: DD = SURVEY DISK
 EL0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0016_SP_SET: CONCRETE DRAIN
 EL0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0016
 EL0016  HISTORY     - Date     Condition        Report By
 EL0016  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0016  HISTORY     - 1934     GOOD             CGS
 EL0016
 EL0016                          STATION DESCRIPTION
 EL0016
 EL0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0016'0.3 MI NE FROM COALGATE.
 EL0016'ABOUT 0.3 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 EL0016'FROM THE STATION AT COALGATE, COAL COUNTY, IN THE WEST HEAD WALL
 EL0016'OF A CONCRETE DRAIN, AND 30 FEET WEST OF THE CENTER LINE OF THE
 EL0016'MAIN TRACK.  A MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0349 ***********************************************************************
 FH0349  DESIGNATION -  BM
 FH0349  PID         -  FH0349
 FH0349  STATE/COUNTY-  OK/LE FLORE
 FH0349  COUNTRY     -  US
 FH0349  USGS QUAD   -  PANAMA (2018)
 FH0349
 FH0349                         *CURRENT SURVEY CONTROL
 FH0349  ______________________________________________________________________
 FH0349* NAD 83(1986) POSITION- 35 10 01.     (N) 094 39 58.     (W)   SCALED
 FH0349* NAVD 88 ORTHO HEIGHT -   137.11  (+/-2cm)      449.8   (feet) VERTCON3
 FH0349  ______________________________________________________________________
 FH0349  GEOID HEIGHT    -        -31.053 (meters)                     GEOID18
 FH0349  VERT ORDER      -  ? (See Below)
 FH0349
 FH0349.The horizontal coordinates were scaled from a map and have
 FH0349.an estimated accuracy of +/- 6 seconds.
 FH0349
 FH0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0349
 FH0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0349.GEOID18 height accuracy estimate available here.
 FH0349
 FH0349.The vertical order pertains to the NGVD 29 superseded value.
 FH0349
 FH0349.Click photographs - Photos may exist for this station.
 FH0349
 FH0349;                    North         East    Units  Estimated Accuracy
 FH0349;SPC OK S     -   208,410.      903,670.      MT  (+/- 180 meters Scaled)
 FH0349
 FH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU482928(NAD 83)
 FH0349
 FH0349                          SUPERSEDED SURVEY CONTROL
 FH0349
 FH0349  NGVD 29 (??/??/92)  137.007  (m)          449.50   (f) ADJ UNCH       
 FH0349
 FH0349.Superseded values are not recommended for survey control.
 FH0349
 FH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0349.See file dsdata.pdf to determine how the superseded data were derived.
 FH0349
 FH0349_MARKER: Z = SEE DESCRIPTION
 FH0349_SETTING: 0 = UNSPECIFIED SETTING
 FH0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0349
 FH0349  HISTORY     - Date     Condition        Report By
 FH0349  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0349  HISTORY     - 1934     GOOD             CGS
 FH0349
 FH0349                          STATION DESCRIPTION
 FH0349
 FH0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0349'AT PANAMA.
 FH0349'AT PANAMA, LE FLORE COUNTY, AT THE KANSAS CITY SOUTHERN RAILWAY
 FH0349'STATION, AND OPPOSITE THE TICKET OFFICE.  THE TOP OF A VERTICAL
 FH0349'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0443 ***********************************************************************
 GG0443  DESIGNATION -  BM
 GG0443  PID         -  GG0443
 GG0443  STATE/COUNTY-  OK/TULSA
 GG0443  COUNTRY     -  US
 GG0443  USGS QUAD   -  BROKEN ARROW (2019)
 GG0443
 GG0443                         *CURRENT SURVEY CONTROL
 GG0443  ______________________________________________________________________
 GG0443* NAD 83(1986) POSITION- 36 02 53.     (N) 095 47 28.     (W)   SCALED
 GG0443* NAVD 88 ORTHO HEIGHT -   227.900 (meters)      747.70  (feet) ADJUSTED
 GG0443  ______________________________________________________________________
 GG0443  GEOID HEIGHT    -        -29.128 (meters)                     GEOID18
 GG0443  DYNAMIC HEIGHT  -        227.699 (meters)      747.04  (feet) COMP
 GG0443  MODELED GRAVITY -    979,745.1   (mgal)                       NAVD 88
 GG0443
 GG0443  VERT ORDER      -  SECOND    CLASS 0
 GG0443
 GG0443.The horizontal coordinates were scaled from a map and have
 GG0443.an estimated accuracy of +/- 6 seconds.
 GG0443
 GG0443.The orthometric height was determined by differential leveling and
 GG0443.adjusted by the NATIONAL GEODETIC SURVEY
 GG0443.in June 1991.
 GG0443
 GG0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0443.GEOID18 height accuracy estimate available here.
 GG0443
 GG0443.Click photographs - Photos may exist for this station.
 GG0443
 GG0443.The dynamic height is computed by dividing the NAVD 88
 GG0443.geopotential number by the normal gravity value computed on the
 GG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0443.degrees latitude (g = 980.6199 gals.).
 GG0443
 GG0443.The modeled gravity was interpolated from observed gravity values.
 GG0443
 GG0443;                    North         East    Units  Estimated Accuracy
 GG0443;SPC OK N     -   118,550.      799,010.      MT  (+/- 180 meters Scaled)
 GG0443
 GG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV485928(NAD 83)
 GG0443
 GG0443                          SUPERSEDED SURVEY CONTROL
 GG0443
 GG0443  NGVD 29 (??/??/92)  227.779  (m)          747.30   (f) ADJ UNCH    2 0
 GG0443
 GG0443.Superseded values are not recommended for survey control.
 GG0443
 GG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0443.See file dsdata.pdf to determine how the superseded data were derived.
 GG0443
 GG0443_MARKER: X = CHISELED CROSS
 GG0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0443_SP_SET: BRIDGE
 GG0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0443
 GG0443  HISTORY     - Date     Condition        Report By
 GG0443  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0443  HISTORY     - 1934     GOOD             CGS
 GG0443  HISTORY     - 20100402 MARK NOT FOUND   AIRDAT
 GG0443
 GG0443                          STATION DESCRIPTION
 GG0443
 GG0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0443'IN BROKEN ARROW.
 GG0443'IN TOWN OF BROKEN ARROW, TULSA COUNTY, OKLAHOMA, 1 BLOCK NORTH
 GG0443'OF MISSOURI KANSAS AND TEXAS RAILROAD DEPOT, ON EAST SIDE OF
 GG0443'MAIN ST., AT NO. 403, IN TWO STORY BRICK STORE BUILDING, IN
 GG0443'NORTHWEST CORNER OF BUILDING, ON EAST END OF CONCRETE SILL,
 GG0443'ON TOP HORIZONTAL SURFACE, 6 INCHES ABOVE SIDEWALK LEVEL.
 GG0443
 GG0443                          STATION RECOVERY (2010)
 GG0443
 GG0443'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0028 ***********************************************************************
 GH0028  DESIGNATION -  BM 1
 GH0028  PID         -  GH0028
 GH0028  STATE/COUNTY-  OK/OSAGE
 GH0028  COUNTRY     -  US
 GH0028  USGS QUAD   -  WYNONA (2018)
 GH0028
 GH0028                         *CURRENT SURVEY CONTROL
 GH0028  ______________________________________________________________________
 GH0028* NAD 83(1986) POSITION- 36 32 01.     (N) 096 20 01.     (W)   SCALED
 GH0028* NAVD 88 ORTHO HEIGHT -   268.820 (meters)      881.95  (feet) ADJUSTED
 GH0028  ______________________________________________________________________
 GH0028  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GH0028  DYNAMIC HEIGHT  -        268.598 (meters)      881.23  (feet) COMP
 GH0028  MODELED GRAVITY -    979,797.5   (mgal)                       NAVD 88
 GH0028
 GH0028  VERT ORDER      -  SECOND    CLASS 0
 GH0028
 GH0028.The horizontal coordinates were scaled from a map and have
 GH0028.an estimated accuracy of +/- 6 seconds.
 GH0028
 GH0028.The orthometric height was determined by differential leveling and
 GH0028.adjusted by the NATIONAL GEODETIC SURVEY
 GH0028.in June 1991.
 GH0028
 GH0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0028.GEOID18 height accuracy estimate available here.
 GH0028
 GH0028.Click photographs - Photos may exist for this station.
 GH0028
 GH0028.The dynamic height is computed by dividing the NAVD 88
 GH0028.geopotential number by the normal gravity value computed on the
 GH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0028.degrees latitude (g = 980.6199 gals.).
 GH0028
 GH0028.The modeled gravity was interpolated from observed gravity values.
 GH0028
 GH0028;                    North         East    Units  Estimated Accuracy
 GH0028;SPC OK N     -   171,440.      749,220.      MT  (+/- 180 meters Scaled)
 GH0028
 GH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF387464(NAD 83)
 GH0028
 GH0028                          SUPERSEDED SURVEY CONTROL
 GH0028
 GH0028  NGVD 29 (??/??/92)  268.708  (m)          881.59   (f) ADJ UNCH    2 0
 GH0028
 GH0028.Superseded values are not recommended for survey control.
 GH0028
 GH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0028.See file dsdata.pdf to determine how the superseded data were derived.
 GH0028
 GH0028_MARKER: DD = SURVEY DISK
 GH0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0028_SP_SET: MULTIPLE BOX CULVERT
 GH0028_STAMPING: BM
 GH0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0028
 GH0028  HISTORY     - Date     Condition        Report By
 GH0028  HISTORY     - UNK      MONUMENTED       MKTRR
 GH0028  HISTORY     - 1934     GOOD             CGS
 GH0028
 GH0028                          STATION DESCRIPTION
 GH0028
 GH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0028'1.3 MI SW FROM WYNONA.
 GH0028'1.3 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0028'WYNONA, OSAGE COUNTY, 500 FEET NORTHEAST OF A FARMHOUSE, 40
 GH0028'FEET SOUTHWEST OF THE SOUTH SWITCH OF A PASSING TRACK, 78 FEET
 GH0028'NORTH OF THE CENTERLINE OF STATE HIGHWAY 48, AT A CONCRETE
 GH0028'MULTIPLE BOX CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTH
 GH0028'HEADWALL, AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 GH0028'MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK, STAMPED BM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0503 ***********************************************************************
 FH0503  DESIGNATION -  BM 1
 FH0503  PID         -  FH0503
 FH0503  STATE/COUNTY-  OK/MUSKOGEE
 FH0503  COUNTRY     -  US
 FH0503  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0503
 FH0503                         *CURRENT SURVEY CONTROL
 FH0503  ______________________________________________________________________
 FH0503* NAD 83(1986) POSITION- 35 45 10.     (N) 095 22 35.     (W)   SCALED
 FH0503* NAVD 88 ORTHO HEIGHT -   183.825 (meters)      603.10  (feet) ADJUSTED
 FH0503  ______________________________________________________________________
 FH0503  GEOID HEIGHT    -        -29.457 (meters)                     GEOID18
 FH0503  DYNAMIC HEIGHT  -        183.660 (meters)      602.56  (feet) COMP
 FH0503  MODELED GRAVITY -    979,728.2   (mgal)                       NAVD 88
 FH0503
 FH0503  VERT ORDER      -  SECOND    CLASS 0
 FH0503
 FH0503.The horizontal coordinates were scaled from a map and have
 FH0503.an estimated accuracy of +/- 6 seconds.
 FH0503
 FH0503.The orthometric height was determined by differential leveling and
 FH0503.adjusted by the NATIONAL GEODETIC SURVEY
 FH0503.in June 1991.
 FH0503
 FH0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0503.GEOID18 height accuracy estimate available here.
 FH0503
 FH0503.Click photographs - Photos may exist for this station.
 FH0503
 FH0503.The dynamic height is computed by dividing the NAVD 88
 FH0503.geopotential number by the normal gravity value computed on the
 FH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0503.degrees latitude (g = 980.6199 gals.).
 FH0503
 FH0503.The modeled gravity was interpolated from observed gravity values.
 FH0503
 FH0503;                    North         East    Units  Estimated Accuracy
 FH0503;SPC OK N     -    86,730.      837,260.      MT  (+/- 180 meters Scaled)
 FH0503
 FH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV851591(NAD 83)
 FH0503
 FH0503                          SUPERSEDED SURVEY CONTROL
 FH0503
 FH0503  NGVD 29 (??/??/92)  183.712  (m)          602.73   (f) ADJ UNCH    2 0
 FH0503
 FH0503.Superseded values are not recommended for survey control.
 FH0503
 FH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0503.See file dsdata.pdf to determine how the superseded data were derived.
 FH0503
 FH0503_MARKER: DD = SURVEY DISK
 FH0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0503_SP_SET: SIDEWALK
 FH0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0503
 FH0503  HISTORY     - Date     Condition        Report By
 FH0503  HISTORY     - UNK      MONUMENTED       LOCSUR
 FH0503  HISTORY     - 1960     GOOD             CGS
 FH0503
 FH0503                          STATION DESCRIPTION
 FH0503
 FH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0503'AT MUSKOGEE.
 FH0503'8 1/2 FEET EAST-SOUTHEAST OF A TRAFFIC LIGHT AND 4 FEET SOUTH
 FH0503'OF THE CURB.  MARK RECOVERED AT THE SOUTHEAST CORNER OF THE
 FH0503'INTERSECTION OF BROADWAY AND 7TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0446 ***********************************************************************
 EL0446  DESIGNATION -  BM 17 B
 EL0446  PID         -  EL0446
 EL0446  STATE/COUNTY-  OK/CARTER
 EL0446  COUNTRY     -  US
 EL0446  USGS QUAD   -  SPRINGER (2018)
 EL0446
 EL0446                         *CURRENT SURVEY CONTROL
 EL0446  ______________________________________________________________________
 EL0446* NAD 83(1986) POSITION- 34 18 02.     (N) 097 08 36.     (W)   SCALED
 EL0446* NAVD 88 ORTHO HEIGHT -   262.733 (meters)      861.98  (feet) ADJUSTED
 EL0446  ______________________________________________________________________
 EL0446  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 EL0446  DYNAMIC HEIGHT  -        262.465 (meters)      861.10  (feet) COMP
 EL0446  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 EL0446
 EL0446  VERT ORDER      -  SECOND    CLASS 0
 EL0446
 EL0446.The horizontal coordinates were scaled from a map and have
 EL0446.an estimated accuracy of +/- 6 seconds.
 EL0446
 EL0446.The orthometric height was determined by differential leveling and
 EL0446.adjusted by the NATIONAL GEODETIC SURVEY
 EL0446.in June 1991.
 EL0446
 EL0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0446.GEOID18 height accuracy estimate available here.
 EL0446
 EL0446.Click photographs - Photos may exist for this station.
 EL0446
 EL0446.The dynamic height is computed by dividing the NAVD 88
 EL0446.geopotential number by the normal gravity value computed on the
 EL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0446.degrees latitude (g = 980.6199 gals.).
 EL0446
 EL0446.The modeled gravity was interpolated from observed gravity values.
 EL0446
 EL0446;                    North         East    Units  Estimated Accuracy
 EL0446;SPC OK S     -   107,620.      678,860.      MT  (+/- 180 meters Scaled)
 EL0446
 EL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC708970(NAD 83)
 EL0446
 EL0446                          SUPERSEDED SURVEY CONTROL
 EL0446
 EL0446  NGVD 29 (??/??/92)  262.676  (m)          861.80   (f) ADJ UNCH    2 0
 EL0446
 EL0446.Superseded values are not recommended for survey control.
 EL0446
 EL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0446.See file dsdata.pdf to determine how the superseded data were derived.
 EL0446
 EL0446_MARKER: X = CHISELED CROSS
 EL0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0446_SP_SET: CONCRETE FOUNDATION
 EL0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0446
 EL0446  HISTORY     - Date     Condition        Report By
 EL0446  HISTORY     - UNK      MONUMENTED       CGS
 EL0446  HISTORY     - 1945     GOOD             CGS
 EL0446  HISTORY     - 20240116 MARK NOT FOUND   OKDOT
 EL0446
 EL0446                          STATION DESCRIPTION
 EL0446
 EL0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0446'8 MI N FROM ARDMORE.
 EL0446'IS A CHISELED CROSS ON THE NORTH FACE OF THE CEMENT FOUNDATION
 EL0446'OF THE NORTHWEST CORNER OF THE CAA AIRWAYS COMMUNICATIONS
 EL0446'BUILDING AT THE ARDMORE MUNICIPAL AIRPORT.  THIS IS THE REFERENCE
 EL0446'POINT TO THE BAROMETER.
 EL0446
 EL0446                          STATION RECOVERY (2024)
 EL0446
 EL0446'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (CP)
 EL0446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0026 ***********************************************************************
 GH0026  DESIGNATION -  BM 2
 GH0026  PID         -  GH0026
 GH0026  STATE/COUNTY-  OK/OSAGE
 GH0026  COUNTRY     -  US
 GH0026  USGS QUAD   -  WYNONA (2018)
 GH0026
 GH0026                         *CURRENT SURVEY CONTROL
 GH0026  ______________________________________________________________________
 GH0026* NAD 83(1986) POSITION- 36 31 23.     (N) 096 20 36.     (W)   SCALED
 GH0026* NAVD 88 ORTHO HEIGHT -   258.999 (meters)      849.73  (feet) ADJUSTED
 GH0026  ______________________________________________________________________
 GH0026  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GH0026  DYNAMIC HEIGHT  -        258.785 (meters)      849.03  (feet) COMP
 GH0026  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 GH0026
 GH0026  VERT ORDER      -  SECOND    CLASS 0
 GH0026
 GH0026.The horizontal coordinates were scaled from a map and have
 GH0026.an estimated accuracy of +/- 6 seconds.
 GH0026
 GH0026.The orthometric height was determined by differential leveling and
 GH0026.adjusted by the NATIONAL GEODETIC SURVEY
 GH0026.in June 1991.
 GH0026
 GH0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0026.GEOID18 height accuracy estimate available here.
 GH0026
 GH0026.Click photographs - Photos may exist for this station.
 GH0026
 GH0026.The dynamic height is computed by dividing the NAVD 88
 GH0026.geopotential number by the normal gravity value computed on the
 GH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0026.degrees latitude (g = 980.6199 gals.).
 GH0026
 GH0026.The modeled gravity was interpolated from observed gravity values.
 GH0026
 GH0026;                    North         East    Units  Estimated Accuracy
 GH0026;SPC OK N     -   170,260.      748,370.      MT  (+/- 180 meters Scaled)
 GH0026
 GH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF378452(NAD 83)
 GH0026
 GH0026                          SUPERSEDED SURVEY CONTROL
 GH0026
 GH0026  NGVD 29 (??/??/92)  258.890  (m)          849.37   (f) ADJ UNCH    2 0
 GH0026
 GH0026.Superseded values are not recommended for survey control.
 GH0026
 GH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0026.See file dsdata.pdf to determine how the superseded data were derived.
 GH0026
 GH0026_MARKER: DD = SURVEY DISK
 GH0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0026_SP_SET: CULVERT
 GH0026_STAMPING: BM
 GH0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0026
 GH0026  HISTORY     - Date     Condition        Report By
 GH0026  HISTORY     - UNK      MONUMENTED       MKTRR
 GH0026  HISTORY     - 1934     GOOD             CGS
 GH0026  HISTORY     - 1988     GOOD             USPSQD
 GH0026
 GH0026                          STATION DESCRIPTION
 GH0026
 GH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0026'2.3 MI S FROM WYNONA.
 GH0026'2.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0026'WYNONA, OSAGE COUNTY, 300 FEET NORTHEAST OF A SMALL CUT, 110 FEET
 GH0026'NORTH OF THE CENTERLINE OF STATE HIGHWAY 48, AT A LARGE
 GH0026'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTH
 GH0026'HEADWALL, AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 GH0026'MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK, STAMPED BM.
 GH0026
 GH0026                          STATION RECOVERY (1988)
 GH0026
 GH0026'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0506 ***********************************************************************
 FH0506  DESIGNATION -  BM 2
 FH0506  PID         -  FH0506
 FH0506  STATE/COUNTY-  OK/MUSKOGEE
 FH0506  COUNTRY     -  US
 FH0506  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0506
 FH0506                         *CURRENT SURVEY CONTROL
 FH0506  ______________________________________________________________________
 FH0506* NAD 83(1986) POSITION- 35 45 02.     (N) 095 22 11.     (W)   SCALED
 FH0506* NAVD 88 ORTHO HEIGHT -   185.432 (meters)      608.37  (feet) ADJUSTED
 FH0506  ______________________________________________________________________
 FH0506  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 FH0506  DYNAMIC HEIGHT  -        185.265 (meters)      607.82  (feet) COMP
 FH0506  MODELED GRAVITY -    979,727.9   (mgal)                       NAVD 88
 FH0506
 FH0506  VERT ORDER      -  SECOND    CLASS 0
 FH0506
 FH0506.The horizontal coordinates were scaled from a map and have
 FH0506.an estimated accuracy of +/- 6 seconds.
 FH0506
 FH0506.The orthometric height was determined by differential leveling and
 FH0506.adjusted by the NATIONAL GEODETIC SURVEY
 FH0506.in June 1991.
 FH0506
 FH0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0506.GEOID18 height accuracy estimate available here.
 FH0506
 FH0506.Click photographs - Photos may exist for this station.
 FH0506
 FH0506.The dynamic height is computed by dividing the NAVD 88
 FH0506.geopotential number by the normal gravity value computed on the
 FH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0506.degrees latitude (g = 980.6199 gals.).
 FH0506
 FH0506.The modeled gravity was interpolated from observed gravity values.
 FH0506
 FH0506;                    North         East    Units  Estimated Accuracy
 FH0506;SPC OK N     -    86,500.      837,860.      MT  (+/- 180 meters Scaled)
 FH0506
 FH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV857588(NAD 83)
 FH0506
 FH0506                          SUPERSEDED SURVEY CONTROL
 FH0506
 FH0506  NGVD 29 (??/??/92)  185.318  (m)          608.00   (f) ADJ UNCH    2 0
 FH0506
 FH0506.Superseded values are not recommended for survey control.
 FH0506
 FH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0506.See file dsdata.pdf to determine how the superseded data were derived.
 FH0506
 FH0506_MARKER: DD = SURVEY DISK
 FH0506_SETTING: 0 = UNSPECIFIED SETTING
 FH0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0506
 FH0506  HISTORY     - Date     Condition        Report By
 FH0506  HISTORY     - UNK      MONUMENTED       LOCSUR
 FH0506  HISTORY     - 1960     GOOD             CGS
 FH0506
 FH0506                          STATION DESCRIPTION
 FH0506
 FH0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0506'AT MUSKOGEE.
 FH0506'THIS MARK RECOVERED AT THE SOUTHEAST INTERSECTION OF BROADWAY
 FH0506'AND 3RD STREET AND 4 FEET SOUTHEAST OF THE CURB.  THE MARK IS A
 FH0506'BRONZE DISK THAT HAS BEEN WORN SMOOTH AND NO STAMPING FOUND ON
 FH0506'IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0092 ***********************************************************************
 GH0092  DESIGNATION -  BM 3
 GH0092  PID         -  GH0092
 GH0092  STATE/COUNTY-  OK/OSAGE
 GH0092  COUNTRY     -  US
 GH0092  USGS QUAD   -  HOMINY (2018)
 GH0092
 GH0092                         *CURRENT SURVEY CONTROL
 GH0092  ______________________________________________________________________
 GH0092* NAD 83(1986) POSITION- 36 23 02.     (N) 096 23 31.     (W)   SCALED
 GH0092* NAVD 88 ORTHO HEIGHT -   249.538 (meters)      818.69  (feet) ADJUSTED
 GH0092  ______________________________________________________________________
 GH0092  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 GH0092  DYNAMIC HEIGHT  -        249.327 (meters)      818.00  (feet) COMP
 GH0092  MODELED GRAVITY -    979,781.1   (mgal)                       NAVD 88
 GH0092
 GH0092  VERT ORDER      -  SECOND    CLASS 0
 GH0092
 GH0092.The horizontal coordinates were scaled from a map and have
 GH0092.an estimated accuracy of +/- 6 seconds.
 GH0092
 GH0092.The orthometric height was determined by differential leveling and
 GH0092.adjusted by the NATIONAL GEODETIC SURVEY
 GH0092.in June 1991.
 GH0092
 GH0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0092.GEOID18 height accuracy estimate available here.
 GH0092
 GH0092.Click photographs - Photos may exist for this station.
 GH0092
 GH0092.The dynamic height is computed by dividing the NAVD 88
 GH0092.geopotential number by the normal gravity value computed on the
 GH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0092.degrees latitude (g = 980.6199 gals.).
 GH0092
 GH0092.The modeled gravity was interpolated from observed gravity values.
 GH0092
 GH0092;                    North         East    Units  Estimated Accuracy
 GH0092;SPC OK N     -   154,740.      744,270.      MT  (+/- 180 meters Scaled)
 GH0092
 GH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF339296(NAD 83)
 GH0092
 GH0092                          SUPERSEDED SURVEY CONTROL
 GH0092
 GH0092  NGVD 29 (??/??/92)  249.435  (m)          818.35   (f) ADJ UNCH    2 0
 GH0092
 GH0092.Superseded values are not recommended for survey control.
 GH0092
 GH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0092.See file dsdata.pdf to determine how the superseded data were derived.
 GH0092
 GH0092_MARKER: DD = SURVEY DISK
 GH0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0092_SP_SET: CULVERT
 GH0092_STAMPING: BM
 GH0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0092
 GH0092  HISTORY     - Date     Condition        Report By
 GH0092  HISTORY     - UNK      MONUMENTED       MKTRR
 GH0092  HISTORY     - 1934     GOOD             CGS
 GH0092
 GH0092                          STATION DESCRIPTION
 GH0092
 GH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0092'2.1 MI S FROM HOMINY.
 GH0092'2.1 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0092'FROM HOMINY, OSAGE COUNTY, OPPOSITE MILEPOST 238.3, 180 FEET
 GH0092'NORTHEAST OF A COUNTY ROAD CROSSING, 40 FEET SOUTHEAST OF THE
 GH0092'RIGHT-OF-WAY FENCE, AT A CONCRETE CULVERT, IN THE SOUTHWEST END
 GH0092'OF THE NORTHWEST HEAD WALL, AND 10 FEET NORTHWEST OF THE CENTERLINE
 GH0092'OF THE TRACK.  A MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK,
 GH0092'STAMPED BM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0668 ***********************************************************************
 FH0668  DESIGNATION -  BM 84
 FH0668  PID         -  FH0668
 FH0668  STATE/COUNTY-  OK/PITTSBURG
 FH0668  COUNTRY     -  US
 FH0668  USGS QUAD   -  LONGTOWN (2018)
 FH0668
 FH0668                         *CURRENT SURVEY CONTROL
 FH0668  ______________________________________________________________________
 FH0668* NAD 83(1986) POSITION- 35 12 58.     (N) 095 36 47.     (W)   SCALED
 FH0668* NAVD 88 ORTHO HEIGHT -   174.754 (meters)      573.34  (feet) ADJUSTED
 FH0668  ______________________________________________________________________
 FH0668  GEOID HEIGHT    -        -30.072 (meters)                     GEOID18
 FH0668  DYNAMIC HEIGHT  -        174.584 (meters)      572.78  (feet) COMP
 FH0668  MODELED GRAVITY -    979,656.4   (mgal)                       NAVD 88
 FH0668
 FH0668  VERT ORDER      -  SECOND    CLASS 0
 FH0668
 FH0668.The horizontal coordinates were scaled from a map and have
 FH0668.an estimated accuracy of +/- 6 seconds.
 FH0668
 FH0668.The orthometric height was determined by differential leveling and
 FH0668.adjusted by the NATIONAL GEODETIC SURVEY
 FH0668.in June 1991.
 FH0668
 FH0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0668.GEOID18 height accuracy estimate available here.
 FH0668
 FH0668.Click photographs - Photos may exist for this station.
 FH0668
 FH0668.The dynamic height is computed by dividing the NAVD 88
 FH0668.geopotential number by the normal gravity value computed on the
 FH0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0668.degrees latitude (g = 980.6199 gals.).
 FH0668
 FH0668.The modeled gravity was interpolated from observed gravity values.
 FH0668
 FH0668;                    North         East    Units  Estimated Accuracy
 FH0668;SPC OK S     -   211,420.      817,300.      MT  (+/- 180 meters Scaled)
 FH0668
 FH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV621001(NAD 83)
 FH0668
 FH0668                          SUPERSEDED SURVEY CONTROL
 FH0668
 FH0668  NGVD 29 (??/??/92)  174.653  (m)          573.01   (f) ADJ UNCH    2 0
 FH0668
 FH0668.Superseded values are not recommended for survey control.
 FH0668
 FH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0668.See file dsdata.pdf to determine how the superseded data were derived.
 FH0668
 FH0668_MARKER: DD = SURVEY DISK
 FH0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0668_SP_SET: ABUTMENT
 FH0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0668
 FH0668  HISTORY     - Date     Condition        Report By
 FH0668  HISTORY     - UNK      MONUMENTED       MKTRR
 FH0668  HISTORY     - 1934     GOOD             CGS
 FH0668  HISTORY     - 1960     GOOD             CGS
 FH0668
 FH0668                          STATION DESCRIPTION
 FH0668
 FH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0668'3.7 MI N FROM CANADIAN.
 FH0668'IN THE WEST END OF SOUTH ABUTMENT OF MISSOURI-KANSAS AND TEXAS
 FH0668'RAILROAD BRIDGE 543.3 OVER SOUTH CANADIAN RIVER.  2 RAILS NORTH
 FH0668'OF PITTSBURG-MC INTOSH COUNTY POST.
 FH0668
 FH0668                          STATION RECOVERY (1960)
 FH0668
 FH0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0445 ***********************************************************************
 FH0445  DESIGNATION -  BM 86
 FH0445  PID         -  FH0445
 FH0445  STATE/COUNTY-  OK/MUSKOGEE
 FH0445  COUNTRY     -  US
 FH0445  USGS QUAD   -  OKTAHA (2018)
 FH0445
 FH0445                         *CURRENT SURVEY CONTROL
 FH0445  ______________________________________________________________________
 FH0445* NAD 83(1986) POSITION- 35 36 36.44   (N) 095 27 31.20   (W)   HD_HELD1
 FH0445* NAVD 88 ORTHO HEIGHT -   178.117 (meters)      584.37  (feet) ADJUSTED
 FH0445  ______________________________________________________________________
 FH0445  GEOID HEIGHT    -        -29.621 (meters)                     GEOID18
 FH0445  DYNAMIC HEIGHT  -        177.953 (meters)      583.83  (feet) COMP
 FH0445  MODELED GRAVITY -    979,710.3   (mgal)                       NAVD 88
 FH0445
 FH0445  VERT ORDER      -  SECOND    CLASS 0
 FH0445
 FH0445.The horizontal coordinates were determined by differentially corrected
 FH0445.hand held GPS observations or other comparable positioning techniques
 FH0445.and have an estimated accuracy of +/- 3 meters.
 FH0445
 FH0445.The orthometric height was determined by differential leveling and
 FH0445.adjusted by the NATIONAL GEODETIC SURVEY
 FH0445.in June 1991.
 FH0445
 FH0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0445.GEOID18 height accuracy estimate available here.
 FH0445
 FH0445.Click photographs - Photos may exist for this station.
 FH0445
 FH0445.The dynamic height is computed by dividing the NAVD 88
 FH0445.geopotential number by the normal gravity value computed on the
 FH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0445.degrees latitude (g = 980.6199 gals.).
 FH0445
 FH0445.The modeled gravity was interpolated from observed gravity values.
 FH0445
 FH0445;                    North         East    Units  Estimated Accuracy
 FH0445;SPC OK N     -    70,708.4     830,230.5     MT  (+/- 3 meters HH1 GPS) 
 FH0445
 FH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7729843489(NAD 83)
 FH0445
 FH0445                          SUPERSEDED SURVEY CONTROL
 FH0445
 FH0445  NGVD 29 (??/??/92)  178.008  (m)          584.01   (f) ADJ UNCH    2 0
 FH0445
 FH0445.Superseded values are not recommended for survey control.
 FH0445
 FH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0445.See file dsdata.pdf to determine how the superseded data were derived.
 FH0445
 FH0445_MARKER: DD = SURVEY DISK
 FH0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0445_SP_SET: CULVERT
 FH0445_MARK LOGO: MKTRR
 FH0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0445
 FH0445  HISTORY     - Date     Condition        Report By
 FH0445  HISTORY     - UNK      MONUMENTED       MKTRR
 FH0445  HISTORY     - 1934     GOOD             CGS
 FH0445  HISTORY     - 1960     GOOD             CGS
 FH0445
 FH0445                          STATION DESCRIPTION
 FH0445
 FH0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0445'2.7 MI NE FROM OKTAHA.
 FH0445'2.7 MILES NORTHEAST OF OKTAHA M-K AND T RR STATION, SOUTH END
 FH0445'OF WEST HEAD-WALL OF CULVERT.  11 POLES SOUTH OF SIGNAL TOWER
 FH0445'514.3.  ON MISSOURI KANSAS AND TEXAS RAILROAD TRACK.
 FH0445
 FH0445                          STATION RECOVERY (1960)
 FH0445
 FH0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0451 ***********************************************************************
 FH0451  DESIGNATION -  BM 90
 FH0451  PID         -  FH0451
 FH0451  STATE/COUNTY-  OK/MUSKOGEE
 FH0451  COUNTRY     -  US
 FH0451  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0451
 FH0451                         *CURRENT SURVEY CONTROL
 FH0451  ______________________________________________________________________
 FH0451* NAD 83(1986) POSITION- 35 39 24.     (N) 095 25 40.     (W)   SCALED
 FH0451* NAVD 88 ORTHO HEIGHT -   179.742 (meters)      589.70  (feet) ADJUSTED
 FH0451  ______________________________________________________________________
 FH0451  GEOID HEIGHT    -        -29.565 (meters)                     GEOID18
 FH0451  DYNAMIC HEIGHT  -        179.577 (meters)      589.16  (feet) COMP
 FH0451  MODELED GRAVITY -    979,715.6   (mgal)                       NAVD 88
 FH0451
 FH0451  VERT ORDER      -  SECOND    CLASS 0
 FH0451
 FH0451.The horizontal coordinates were scaled from a map and have
 FH0451.an estimated accuracy of +/- 6 seconds.
 FH0451
 FH0451.The orthometric height was determined by differential leveling and
 FH0451.adjusted by the NATIONAL GEODETIC SURVEY
 FH0451.in June 1991.
 FH0451
 FH0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0451.GEOID18 height accuracy estimate available here.
 FH0451
 FH0451.Click photographs - Photos may exist for this station.
 FH0451
 FH0451.The dynamic height is computed by dividing the NAVD 88
 FH0451.geopotential number by the normal gravity value computed on the
 FH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0451.degrees latitude (g = 980.6199 gals.).
 FH0451
 FH0451.The modeled gravity was interpolated from observed gravity values.
 FH0451
 FH0451;                    North         East    Units  Estimated Accuracy
 FH0451;SPC OK N     -    75,940.      832,890.      MT  (+/- 180 meters Scaled)
 FH0451
 FH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV802485(NAD 83)
 FH0451
 FH0451                          SUPERSEDED SURVEY CONTROL
 FH0451
 FH0451  NGVD 29 (??/??/92)  179.631  (m)          589.34   (f) ADJ UNCH    2 0
 FH0451
 FH0451.Superseded values are not recommended for survey control.
 FH0451
 FH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0451.See file dsdata.pdf to determine how the superseded data were derived.
 FH0451
 FH0451_MARKER: DD = SURVEY DISK
 FH0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0451_SP_SET: CULVERT
 FH0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0451
 FH0451  HISTORY     - Date     Condition        Report By
 FH0451  HISTORY     - UNK      MONUMENTED       MKTRR
 FH0451  HISTORY     - 1934     GOOD             CGS
 FH0451  HISTORY     - 1960     GOOD             CGS
 FH0451
 FH0451                          STATION DESCRIPTION
 FH0451
 FH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0451'6.4 MI NE FROM OKTAHA.
 FH0451'6.4 MILES NORTHEAST OF OKTAHA M-K AND T RR STATION, SOUTH END OF
 FH0451'WEST HEAD-WALL OF CONCRETE CULVERT 8 POLES NORTH OF SECTION
 FH0451'HOUSE AT SUMMIT ON MISSOURI KANSAS AND TEXAS RAILROAD TRACK.
 FH0451
 FH0451                          STATION RECOVERY (1960)
 FH0451
 FH0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0160 ***********************************************************************
 FJ0160  DESIGNATION -  BM MAUD
 FJ0160  PID         -  FJ0160
 FJ0160  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0160  COUNTRY     -  US
 FJ0160  USGS QUAD   -  MAUD (2018)
 FJ0160
 FJ0160                         *CURRENT SURVEY CONTROL
 FJ0160  ______________________________________________________________________
 FJ0160* NAD 83(1986) POSITION- 35 12 16.     (N) 096 49 02.     (W)   SCALED
 FJ0160* NAVD 88 ORTHO HEIGHT -   272.105 (meters)      892.73  (feet) ADJUSTED
 FJ0160  ______________________________________________________________________
 FJ0160  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 FJ0160  DYNAMIC HEIGHT  -        271.844 (meters)      891.87  (feet) COMP
 FJ0160  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 FJ0160
 FJ0160  VERT ORDER      -  SECOND    CLASS 0
 FJ0160
 FJ0160.The horizontal coordinates were scaled from a map and have
 FJ0160.an estimated accuracy of +/- 6 seconds.
 FJ0160
 FJ0160.The orthometric height was determined by differential leveling and
 FJ0160.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0160.in June 1991.
 FJ0160
 FJ0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0160.GEOID18 height accuracy estimate available here.
 FJ0160
 FJ0160.Click photographs - Photos may exist for this station.
 FJ0160
 FJ0160.The dynamic height is computed by dividing the NAVD 88
 FJ0160.geopotential number by the normal gravity value computed on the
 FJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0160.degrees latitude (g = 980.6199 gals.).
 FJ0160
 FJ0160.The modeled gravity was interpolated from observed gravity values.
 FJ0160
 FJ0160;                    North         East    Units  Estimated Accuracy
 FJ0160;SPC OK S     -   208,190.      707,700.      MT  (+/- 180 meters Scaled)
 FJ0160
 FJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD987978(NAD 83)
 FJ0160
 FJ0160                          SUPERSEDED SURVEY CONTROL
 FJ0160
 FJ0160  NGVD 29 (??/??/92)  272.023  (m)          892.46   (f) ADJ UNCH    2 0
 FJ0160
 FJ0160.Superseded values are not recommended for survey control.
 FJ0160
 FJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0160.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0160
 FJ0160_MARKER: DD = SURVEY DISK
 FJ0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0160_SP_SET: HEADWALL
 FJ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0160
 FJ0160  HISTORY     - Date     Condition        Report By
 FJ0160  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0160  HISTORY     - 1934     GOOD             CGS
 FJ0160
 FJ0160                          STATION DESCRIPTION
 FJ0160
 FJ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0160'6.9 MI NE FROM MAUD.
 FJ0160'6.9 MI. N.E. ALONG O.C.A.A.R.R. FROM MAUD STA.  METAL TABLET
 FJ0160'STAMPED M.K.T.RY.B.M. SET IN CONC. HEAD WALL, 0.2 MI. S.E. OF
 FJ0160'M.P. 48, 100 FT N. OF WARREN OIL CO. LOADING RACK, 12 FT S.
 FJ0160'OF CENTER LINE R.R., IN E. END OF HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0107 ***********************************************************************
 EM0107  DESIGNATION -  BM OKGS
 EM0107  PID         -  EM0107
 EM0107  STATE/COUNTY-  OK/TILLMAN
 EM0107  COUNTRY     -  US
 EM0107  USGS QUAD   -  GRANDFIELD (2018)
 EM0107
 EM0107                         *CURRENT SURVEY CONTROL
 EM0107  ______________________________________________________________________
 EM0107* NAD 83(1986) POSITION- 34 13 50.     (N) 098 40 56.     (W)   SCALED
 EM0107* NAVD 88 ORTHO HEIGHT -   345.126 (meters)     1132.30  (feet) ADJUSTED
 EM0107  ______________________________________________________________________
 EM0107  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 EM0107  DYNAMIC HEIGHT  -        344.755 (meters)     1131.08  (feet) COMP
 EM0107  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 EM0107
 EM0107  VERT ORDER      -  SECOND    CLASS 0
 EM0107
 EM0107.The horizontal coordinates were scaled from a map and have
 EM0107.an estimated accuracy of +/- 6 seconds.
 EM0107
 EM0107.The orthometric height was determined by differential leveling and
 EM0107.adjusted by the NATIONAL GEODETIC SURVEY
 EM0107.in June 1991.
 EM0107
 EM0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0107.GEOID18 height accuracy estimate available here.
 EM0107
 EM0107.Click photographs - Photos may exist for this station.
 EM0107
 EM0107.The dynamic height is computed by dividing the NAVD 88
 EM0107.geopotential number by the normal gravity value computed on the
 EM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0107.degrees latitude (g = 980.6199 gals.).
 EM0107
 EM0107.The modeled gravity was interpolated from observed gravity values.
 EM0107
 EM0107;                    North         East    Units  Estimated Accuracy
 EM0107;SPC OK S     -    99,740.      537,150.      MT  (+/- 180 meters Scaled)
 EM0107
 EM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC292877(NAD 83)
 EM0107
 EM0107                          SUPERSEDED SURVEY CONTROL
 EM0107
 EM0107  NGVD 29 (??/??/92)  345.013  (m)         1131.93   (f) ADJ UNCH    2 0
 EM0107
 EM0107.Superseded values are not recommended for survey control.
 EM0107
 EM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0107.See file dsdata.pdf to determine how the superseded data were derived.
 EM0107
 EM0107_MARKER: DD = SURVEY DISK
 EM0107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0107_SP_SET: WATER METER BOX
 EM0107_MARK LOGO: CGS+SS
 EM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0107+STABILITY: SURFACE MOTION
 EM0107
 EM0107  HISTORY     - Date     Condition        Report By
 EM0107  HISTORY     - 1934     MONUMENTED       OKGS
 EM0107  HISTORY     - 1963     GOOD             CGS
 EM0107
 EM0107                          STATION DESCRIPTION
 EM0107
 EM0107'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 EM0107'IN GRANDFIELD.
 EM0107'52 FEET SOUTH OF CENTERLINE OF SECOND STREET.  32.3 FEET WEST OF
 EM0107'CENTERLINE OF MAIN ST.  16.5 FEET EAST OF NORTHEAST CORNER OF FIRST
 EM0107'STATE BANK BLDG.  0.4 FEET BELOW LEVEL OF SIDEWALK.  POST SET BENEATH
 EM0107'CAST IRON WATER METER BOX.
 EM0107
 EM0107                          STATION RECOVERY (1963)
 EM0107
 EM0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0725 ***********************************************************************
 FH0725  DESIGNATION -  BM PORTER
 FH0725  PID         -  FH0725
 FH0725  STATE/COUNTY-  OK/WAGONER
 FH0725  COUNTRY     -  US
 FH0725  USGS QUAD   -  TAFT (2018)
 FH0725
 FH0725                         *CURRENT SURVEY CONTROL
 FH0725  ______________________________________________________________________
 FH0725* NAD 83(2011) POSITION- 35 51 53.36582(N) 095 31 45.72835(W)   ADJUSTED
 FH0725* NAD 83(2011) ELLIP HT-   154.638 (meters)        (07/03/23)   ADJUSTED
 FH0725* NAD 83(2011) EPOCH   -  2010.00
 FH0725* NAVD 88 ORTHO HEIGHT -   184.037 (meters)      603.79  (feet) ADJUSTED
 FH0725  ______________________________________________________________________
 FH0725  GEOID HEIGHT    -        -29.377 (meters)                     GEOID18
 FH0725  NAD 83(2011) X  -   -498,634.979 (meters)                     COMP
 FH0725  NAD 83(2011) Y  - -5,150,846.624 (meters)                     COMP
 FH0725  NAD 83(2011) Z  -  3,716,137.567 (meters)                     COMP
 FH0725  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 FH0725  DYNAMIC HEIGHT  -        183.872 (meters)      603.25  (feet) COMP
 FH0725  MODELED GRAVITY -    979,735.3   (mgal)                       NAVD 88
 FH0725
 FH0725  VERT ORDER      -  SECOND    CLASS 0
 FH0725
 FH0725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0725  Standards:
 FH0725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0725  -------------------------------------------------------------------
 FH0725  NETWORK    0.82   1.67           0.34   0.33   0.85     -0.10711198
 FH0725  -------------------------------------------------------------------
 FH0725  Click here for local accuracies and other accuracy information.
 FH0725
 FH0725.The horizontal coordinates were established by GPS observations
 FH0725.and adjusted by the OK DEPT OF TRANSP in July 2023.
 FH0725
 FH0725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0725.been affixed to the stable North American tectonic plate. See 
 FH0725.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0725
 FH0725.The horizontal coordinates are valid at the epoch date displayed above
 FH0725.which is a decimal equivalence of Year/Month/Day.
 FH0725
 FH0725.The orthometric height was determined by differential leveling and
 FH0725.adjusted by the NATIONAL GEODETIC SURVEY
 FH0725.in June 1991.
 FH0725
 FH0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0725.GEOID18 height accuracy estimate available here.
 FH0725
 FH0725.Click photographs - Photos may exist for this station.
 FH0725
 FH0725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0725
 FH0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0725
 FH0725.The ellipsoidal height was determined by GPS observations
 FH0725.and is referenced to NAD 83.
 FH0725
 FH0725.The dynamic height is computed by dividing the NAVD 88
 FH0725.geopotential number by the normal gravity value computed on the
 FH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0725.degrees latitude (g = 980.6199 gals.).
 FH0725
 FH0725.The modeled gravity was interpolated from observed gravity values.
 FH0725
 FH0725. The following values were computed from the NAD 83(2011) position.
 FH0725
 FH0725;                    North         East     Units Scale Factor Converg.
 FH0725;SPC OK N     -    98,793.344   823,107.573   MT  0.99995928   +1 27 28.9
 FH0725;SPC OK N     -   324,124.50  2,700,478.76   sFT  0.99995928   +1 27 28.9
 FH0725;UTM  15      - 3,971,910.105   271,622.126   MT  1.00024273   -1 28 57.1
 FH0725
 FH0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0725!SPC OK N     -   0.99997573  x   0.99995928  =   0.99993501
 FH0725!UTM  15      -   0.99997573  x   1.00024273  =   1.00021845
 FH0725
 FH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7162271910(NAD 83)
 FH0725
 FH0725                          SUPERSEDED SURVEY CONTROL
 FH0725
 FH0725  NGVD 29 (??/??/92)  183.920  (m)          603.41   (f) ADJ UNCH    2 0
 FH0725
 FH0725.Superseded values are not recommended for survey control.
 FH0725
 FH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0725.See file dsdata.pdf to determine how the superseded data were derived.
 FH0725
 FH0725_MARKER: DD = SURVEY DISK
 FH0725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0725_SP_SET: CULVERT
 FH0725_MARK LOGO: MKTRR
 FH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0725+STABILITY: SURFACE MOTION
 FH0725
 FH0725  HISTORY     - Date     Condition        Report By
 FH0725  HISTORY     - UNK      MONUMENTED       MKTRR
 FH0725  HISTORY     - 1934     GOOD             CGS
 FH0725  HISTORY     - 1960     GOOD             CGS
 FH0725  HISTORY     - 20091219 GOOD             GEOCAC
 FH0725  HISTORY     - 20230315 GOOD             OKDOT
 FH0725
 FH0725                          STATION DESCRIPTION
 FH0725
 FH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0725'0.5 MI W FROM PORTER.
 FH0725'0.5 MILES WEST OF M.K. AND T. PASSENGER DEPOT 100 FEET SOUTHWEST
 FH0725'OF SOUTH END OF LARGE EXCAVATED AREA, 30 FEET NORTH OF
 FH0725'CENTER-LINE OF M.K. AND T. TRACK, 20 FEET SOUTH OF NORTH RIGHT
 FH0725'OF WAY FENCE, 10 FEET BELOW GRADE OF TRACK.  NORTH CONCRETE
 FH0725'HEADWALL OF LARGE CULVERT UNDER TRACK.
 FH0725
 FH0725                          STATION RECOVERY (1960)
 FH0725
 FH0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0725'RECOVERED IN GOOD CONDITION.
 FH0725
 FH0725                          STATION RECOVERY (2009)
 FH0725
 FH0725'RECOVERY NOTE BY GEOCACHING 2009 (KRM)
 FH0725'MARK IN GOOD CONDITION ON NORTH CULVERT HEADWALL. AREA NORTH OF
 FH0725'CULVERT IS NOW A SMALL LAKE.
 FH0725
 FH0725                          STATION RECOVERY (2023)
 FH0725
 FH0725'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0725'RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0153 ***********************************************************************
 FJ0153  DESIGNATION -  BM SHAWNEE
 FJ0153  PID         -  FJ0153
 FJ0153  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0153  COUNTRY     -  US
 FJ0153  USGS QUAD   -  SHAWNEE (2018)
 FJ0153
 FJ0153                         *CURRENT SURVEY CONTROL
 FJ0153  ______________________________________________________________________
 FJ0153* NAD 83(1986) POSITION- 35 18 56.     (N) 096 53 40.     (W)   SCALED
 FJ0153* NAVD 88 ORTHO HEIGHT -   300.090 (meters)      984.55  (feet) ADJUSTED
 FJ0153  ______________________________________________________________________
 FJ0153  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 FJ0153  DYNAMIC HEIGHT  -        299.804 (meters)      983.61  (feet) COMP
 FJ0153  MODELED GRAVITY -    979,673.8   (mgal)                       NAVD 88
 FJ0153
 FJ0153  VERT ORDER      -  SECOND    CLASS 0
 FJ0153
 FJ0153.The horizontal coordinates were scaled from a map and have
 FJ0153.an estimated accuracy of +/- 6 seconds.
 FJ0153
 FJ0153.The orthometric height was determined by differential leveling and
 FJ0153.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0153.in June 1991.
 FJ0153
 FJ0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0153.GEOID18 height accuracy estimate available here.
 FJ0153
 FJ0153.Click photographs - Photos may exist for this station.
 FJ0153
 FJ0153.The dynamic height is computed by dividing the NAVD 88
 FJ0153.geopotential number by the normal gravity value computed on the
 FJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0153.degrees latitude (g = 980.6199 gals.).
 FJ0153
 FJ0153.The modeled gravity was interpolated from observed gravity values.
 FJ0153
 FJ0153;                    North         East    Units  Estimated Accuracy
 FJ0153;SPC OK S     -   220,430.      700,540.      MT  (+/- 180 meters Scaled)
 FJ0153
 FJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE914100(NAD 83)
 FJ0153
 FJ0153                          SUPERSEDED SURVEY CONTROL
 FJ0153
 FJ0153  NGVD 29 (??/??/92)  300.01   (m)          984.3    (f) COMPUTED    2 0
 FJ0153
 FJ0153.Superseded values are not recommended for survey control.
 FJ0153
 FJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0153.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0153
 FJ0153_MARKER: DD = SURVEY DISK
 FJ0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0153_SP_SET: ABUTMENT
 FJ0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0153
 FJ0153  HISTORY     - Date     Condition        Report By
 FJ0153  HISTORY     - UNK      MONUMENTED       MKTRR
 FJ0153  HISTORY     - 1934     GOOD             CGS
 FJ0153
 FJ0153                          STATION DESCRIPTION
 FJ0153
 FJ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0153'1.7 MI E FROM SHAWNEE.
 FJ0153'1.7 MI. E. ALONG O.C.A.A.R.R. FROM SHAWNEE STA.  METAL TABLET
 FJ0153'STAMPED M.K.T.RY.B.M. SET IN CONC. ABUT. WALL, TOP OF W. PIER OF
 FJ0153'NORTH CANADIAN RIVER BRIDGE, 0.3 MI. E. OF M.P. 38, 10 FT S.
 FJ0153'OF CENTER LINE R.R.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0705 ***********************************************************************
 EL0705  DESIGNATION -  BOGGY
 EL0705  PID         -  EL0705
 EL0705  STATE/COUNTY-  OK/ATOKA
 EL0705  COUNTRY     -  US
 EL0705  USGS QUAD   -  COALGATE SE (2019)
 EL0705
 EL0705                         *CURRENT SURVEY CONTROL
 EL0705  ______________________________________________________________________
 EL0705* NAD 83(1993) POSITION- 34 36 41.58251(N) 096 03 03.07699(W)   ADJUSTED
 EL0705* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 EL0705  ______________________________________________________________________
 EL0705  GEOID HEIGHT    -        -28.785 (meters)                     GEOID18
 EL0705  LAPLACE CORR    -         -7.81  (seconds)                    DEFLEC18
 EL0705  HORZ ORDER      -  SECOND
 EL0705
 EL0705.The horizontal coordinates were established by classical geodetic methods
 EL0705.and adjusted by the National Geodetic Survey in November 1994.
 EL0705
 EL0705.The orthometric height was scaled from a topographic map.
 EL0705
 EL0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0705.GEOID18 height accuracy estimate available here.
 EL0705
 EL0705.Click photographs - Photos may exist for this station.
 EL0705
 EL0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0705
 EL0705. The following values were computed from the NAD 83(1993) position.
 EL0705
 EL0705;                    North         East     Units Scale Factor Converg.
 EL0705;SPC OK S     -   143,509.999   778,748.148   MT  0.99993606   +1 06 22.9
 EL0705;SPC OK S     -   470,832.39  2,554,942.88   sFT  0.99993606   +1 06 22.9
 EL0705;UTM  14      - 3,833,922.109   770,422.666   MT  1.00050146   +1 40 34.2
 EL0705;UTM  15      - 3,834,199.829   220,247.963   MT  1.00056474   -1 44 02.5
 EL0705
 EL0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0705!SPC OK S     -   0.99996071  x   0.99993606  =   0.99989677
 EL0705!UTM  14      -   0.99996071  x   1.00050146  =   1.00046215
 EL0705!UTM  15      -   0.99996071  x   1.00056474  =   1.00052543
 EL0705
 EL0705:                Primary Azimuth Mark                     Grid Az
 EL0705:SPC OK S     -  BOGGY AZ MK                              146 46 29.2
 EL0705:UTM  14      -  BOGGY AZ MK                              146 12 17.9
 EL0705:UTM  15      -  BOGGY AZ MK                              149 36 54.6
 EL0705
 EL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7042233922(NAD 83)
 EL0705
 EL0705|---------------------------------------------------------------------|
 EL0705| PID    Reference Object                     Distance      Geod. Az  |
 EL0705|                                                           dddmmss.s |
 EL0705| CX9795 BOGGY AZ MK                                        1475252.1 |
 EL0705| CX9796 BOGGY RM 1                           20.880 METERS 20941     |
 EL0705| CX9797 BOGGY RM 2                           26.771 METERS 30545     |
 EL0705|---------------------------------------------------------------------|
 EL0705
 EL0705                          SUPERSEDED SURVEY CONTROL
 EL0705
 EL0705  NAD 83(1986)-  34 36 41.58706(N)    096 03 03.07052(W) AD(       ) 2
 EL0705  NAD 27      -  34 36 41.24750(N)    096 03 02.08930(W) AD(       ) 2
 EL0705
 EL0705.Superseded values are not recommended for survey control.
 EL0705
 EL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0705.See file dsdata.pdf to determine how the superseded data were derived.
 EL0705
 EL0705_MARKER: DS = TRIANGULATION STATION DISK
 EL0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0705_STAMPING: BOGGY 1955
 EL0705_MARK LOGO: CGS
 EL0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0705+STABILITY: SURFACE MOTION
 EL0705
 EL0705  HISTORY     - Date     Condition        Report By
 EL0705  HISTORY     - 1955     MONUMENTED       CGS
 EL0705
 EL0705                          STATION DESCRIPTION
 EL0705
 EL0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0705'THE STATION IS LOCATED AIRLINE, ABOUT 10-1/2 MILES NORTHEAST
 EL0705'OF COALGATE AND ABOUT 4 MILES NORTHWEST OF CHOCKIE ON THE
 EL0705'HIGHEST POINT OF A TIMBERED HILL.
 EL0705'
 EL0705'THE STATION IS A STANDARD DISK STAMPED BOGGY 1955 SET IN
 EL0705'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0705'ABOUT 4 INCHES ABOVE THE GROUND.
 EL0705'
 EL0705'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BOGGY
 EL0705'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 EL0705'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 3 FEET HIGHER THAN
 EL0705'THE STATION.
 EL0705'
 EL0705'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BOGGY
 EL0705'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 EL0705'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET LOWER
 EL0705'THAN THE STATION.  IT IS 5 FEET NORTHEAST OF THE CENTERLINE
 EL0705'OF A TRACK ROAD.
 EL0705'
 EL0705'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOGGY 1955 SET
 EL0705'IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH WITH
 EL0705'THE GROUND.  IT IS LOCATED ON A LOW RIDGE 12 FEET SOUTHEAST
 EL0705'OF AN OAK TREE WITH A TRIANGULAR BLAZE AND ABOUT 300 FEET
 EL0705'NORTHWEST OF A WHITE WITNESS POST AND THE CENTER LINE OF A
 EL0705'TRACK ROAD.
 EL0705'
 EL0705'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 69 AND 75
 EL0705'AT THE NORTH EDGE OF ATOKA, GO NORTH ON U.S. HIGHWAY 69 FOR
 EL0705'14.7 MILES TO SELFS GROCERY STORE IN CHOCKIE.  CONTINUE
 EL0705'NORTH ON THE HIGHWAY FOR 0.4 MILE.  TURN LEFT OFF THE HIGHWAY
 EL0705'AND FOLLOW THE DIRT SIDE ROAD WESTERLY FOR 1.5 MILES.  TAKE
 EL0705'THE RIGHT FORK AND GO NORTHERLY FOR 1.1 MILES.  TAKE THE LEFT
 EL0705'FORK AND GO WESTERLY FOR 1.0 MILE TO A WIRE GATE ON THE
 EL0705'RIGHT JUST AFTER PASSING A MAIL BOX ON THE LEFT.  TURN RIGHT,
 EL0705'PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD NORTHERLY FOR
 EL0705'0.7 MILE TO A CREEK.  CROSS THE CREEK AND GO WEST FOR 0.15
 EL0705'MILE.  TURN RIGHT AND GO NORTHERLY ON THE EAST SIDE OF SOME OLD
 EL0705'BUILDINGS FOR 0.1 MILE TO A WHITE WITNESS POST ON THE LEFT, EAST
 EL0705'SIDE.  CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO
 EL0705'AN OLD CABIN ON THE LEFT.  PASS TO THE EAST SIDE AND GO
 EL0705'NORTH FOR 0.05 MILE.  TURN LEFT, PASS THROUGH A WIRE GATE
 EL0705'AND GO NORTHWESTERLY ON A VERY FAINT TRACK ROAD FOR
 EL0705'0.15 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD,
 EL0705'NORTHWESTERLY AND WESTERLY FOR 0.4 MILE TO A
 EL0705'NORTH-SOUTH FENCE LINE.  TURN RIGHT AND GO NORTH ALONG
 EL0705'THE EAST SIDE OF THE FENCE LINE FOR ABOUT 50 YARDS TO AN
 EL0705'OLD ROAD.  CONTINUE STRAIGHT AHEAD FOR ABOUT 50 YARDS IN A
 EL0705'NORTHERLY DIRECTION TO THE HIGHEST POINT OF THE HILL AND
 EL0705'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0314 ***********************************************************************
 GL0314  DESIGNATION -  BOISE CITY
 GL0314  PID         -  GL0314
 GL0314  STATE/COUNTY-  OK/CIMARRON
 GL0314  COUNTRY     -  US
 GL0314  USGS QUAD   -  BOISE CITY (2018)
 GL0314
 GL0314                         *CURRENT SURVEY CONTROL
 GL0314  ______________________________________________________________________
 GL0314* NAD 83(1986) POSITION- 36 43 47.0    (N) 102 30 46.8    (W)   HD_HELD2
 GL0314* NAVD 88 ORTHO HEIGHT -  1269.917 (meters)     4166.39  (feet) ADJUSTED
 GL0314  ______________________________________________________________________
 GL0314  GEOID HEIGHT    -        -23.758 (meters)                     GEOID18
 GL0314  DYNAMIC HEIGHT  -       1268.525 (meters)     4161.82  (feet) COMP
 GL0314  MODELED GRAVITY -    979,491.5   (mgal)                       NAVD 88
 GL0314
 GL0314  VERT ORDER      -  FIRST     CLASS II
 GL0314
 GL0314.The horizontal coordinates were established by autonomous hand held GPS
 GL0314.observations and have an estimated accuracy of +/- 10 meters.
 GL0314
 GL0314.The orthometric height was determined by differential leveling and
 GL0314.adjusted by the NATIONAL GEODETIC SURVEY
 GL0314.in June 1991.
 GL0314
 GL0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0314.GEOID18 height accuracy estimate available here.
 GL0314
 GL0314.Click photographs - Photos may exist for this station.
 GL0314
 GL0314.The dynamic height is computed by dividing the NAVD 88
 GL0314.geopotential number by the normal gravity value computed on the
 GL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0314.degrees latitude (g = 980.6199 gals.).
 GL0314
 GL0314.The modeled gravity was interpolated from observed gravity values.
 GL0314
 GL0314;                    North         East    Units  Estimated Accuracy
 GL0314;SPC OK N     -   201,291.      197,021.      MT  (+/- 10 meters HH2 GPS)
 GL0314
 GL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2208467773(NAD 83)
 GL0314
 GL0314                          SUPERSEDED SURVEY CONTROL
 GL0314
 GL0314.No superseded survey control is available for this station.
 GL0314
 GL0314_MARKER: DB = BENCH MARK DISK
 GL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0314_STAMPING: BOISE CITY 1933 4164.572
 GL0314_MARK LOGO: CGS
 GL0314_PROJECTION: PROJECTING 15 CENTIMETERS
 GL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0314+STABILITY: SURFACE MOTION
 GL0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0314+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2017
 GL0314
 GL0314  HISTORY     - Date     Condition        Report By
 GL0314  HISTORY     - 1933     MONUMENTED       CGS
 GL0314  HISTORY     - 1965     GOOD             ATT
 GL0314  HISTORY     - 1985     GOOD             NGS
 GL0314  HISTORY     - 20021118 GOOD             OKDOT
 GL0314  HISTORY     - 20040822 GOOD             USPSQD
 GL0314  HISTORY     - 20051008 GOOD             INDIV
 GL0314  HISTORY     - 20080826 GOOD             GEOCAC
 GL0314  HISTORY     - 20170818 GOOD             USPSQD
 GL0314
 GL0314                          STATION DESCRIPTION
 GL0314
 GL0314'DESCRIBED BY AMERICAN T AND T CO 1965
 GL0314'IN BOISE CITY.
 GL0314'AT BOISE CITY, IN THE COURT HOUSE YARD, 23.0 FEET EAST OF THE EAST
 GL0314'WALL OF THE BUILDING, 16.0 FEET WEST OF THE WEST CURB ON THE EAST SIDE
 GL0314'OF THE SQUARE, ON THE NORTH SIDE OF THE WALK TO THE EAST ENTRANCE TO
 GL0314'THE BUILDING.  A STANDARD DISK SET IN THE CONCRETE POST PROJECTING 0.5
 GL0314'FOOT.
 GL0314
 GL0314                          STATION RECOVERY (1985)
 GL0314
 GL0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0314'RECOVERED IN GOOD CONDITION.
 GL0314
 GL0314                          STATION RECOVERY (2002)
 GL0314
 GL0314'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (KK)
 GL0314'RECOVERED AS DESCRIBED
 GL0314
 GL0314                          STATION RECOVERY (2004)
 GL0314
 GL0314'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GL0314'RECOVERED IN GOOD CONDITION.
 GL0314
 GL0314                          STATION RECOVERY (2005)
 GL0314
 GL0314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0314'RECOVERED IN GOOD CONDITION.
 GL0314
 GL0314                          STATION RECOVERY (2008)
 GL0314
 GL0314'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 GL0314'RECOVERED IN GOOD CONDITION.
 GL0314
 GL0314                          STATION RECOVERY (2017)
 GL0314
 GL0314'RECOVERY NOTE BY US POWER SQUADRON 2017 (RP)
 GL0314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1414 ***********************************************************************
 GL1414  DESIGNATION -  BOISE CITY CIMARRON UTIL CO TK
 GL1414  PID         -  GL1414
 GL1414  STATE/COUNTY-  OK/CIMARRON
 GL1414  COUNTRY     -  US
 GL1414  USGS QUAD   -  BOISE CITY (2018)
 GL1414
 GL1414                         *CURRENT SURVEY CONTROL
 GL1414  ______________________________________________________________________
 GL1414* NAD 83(1997) POSITION- 36 43 44.84309(N) 102 30 51.67868(W)   ADJUSTED
 GL1414  ______________________________________________________________________
 GL1414  GEOID HEIGHT    -        -23.756 (meters)                     GEOID18
 GL1414  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC18
 GL1414  HORZ ORDER      -  THIRD
 GL1414
 GL1414.The horizontal coordinates were established by classical geodetic methods
 GL1414.and adjusted by the National Geodetic Survey in October 1998.
 GL1414
 GL1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1414.GEOID18 height accuracy estimate available here.
 GL1414
 GL1414.Click photographs - Photos may exist for this station.
 GL1414
 GL1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1414
 GL1414. The following values were computed from the NAD 83(1997) position.
 GL1414
 GL1414;                    North         East     Units Scale Factor Converg.
 GL1414;SPC OK N     -   201,230.307   196,896.752   MT  0.99999337   -2 39 50.9
 GL1414;SPC OK N     -   660,203.10    645,985.43   sFT  0.99999337   -2 39 50.9
 GL1414;UTM  13      - 4,067,704.199   721,964.956   MT  1.00020702   +1 29 13.6
 GL1414
 GL1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2196467704(NAD 83)
 GL1414
 GL1414                          SUPERSEDED SURVEY CONTROL
 GL1414
 GL1414  NAD 83(1993)-  36 43 44.84358(N)    102 30 51.67943(W) AD(       ) 3
 GL1414  NAD 83(1992)-  36 43 44.86162(N)    102 30 51.67487(W) AD(       ) 3
 GL1414  NAD 83(1986)-  36 43 44.85822(N)    102 30 51.67049(W) AD(       ) 3
 GL1414  NAD 27      -  36 43 44.77300(N)    102 30 50.00600(W) AD(       ) 3
 GL1414
 GL1414.Superseded values are not recommended for survey control.
 GL1414
 GL1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1414.See file dsdata.pdf to determine how the superseded data were derived.
 GL1414
 GL1414_MARKER: 53 = ELEVATED TANK
 GL1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1414+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 GL1414
 GL1414  HISTORY     - Date     Condition        Report By
 GL1414  HISTORY     - 1931     FIRST OBSERVED   CGS
 GL1414  HISTORY     - 20040822 GOOD             USPSQD
 GL1414  HISTORY     - 20051008 GOOD             INDIV
 GL1414
 GL1414                          STATION DESCRIPTION
 GL1414
 GL1414'DESCRIBED BY US POWER SQUADRON 2004 (KFJ)
 GL1414'FOUR LEG ELEVATED CYLINDRICAL TANK WITH HEMISPHERICAL BOTTOM, CONICAL
 GL1414'TOP WITH BALL.  TANK IS PAINTED SILVER.
 GL1414
 GL1414                          STATION RECOVERY (2005)
 GL1414
 GL1414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1414'TANK IS PAINTED SILVER WITH BLACK LETTERS BOISE CITY ON THE NORTHEAST
 GL1414'SIDE.  BELOW THE LETTERING IS PAINTED THE HEAD OF A TIGER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1536 ***********************************************************************
 GL1536  DESIGNATION -  BOISEPORT
 GL1536  PID         -  GL1536
 GL1536  STATE/COUNTY-  OK/CIMARRON
 GL1536  COUNTRY     -  US
 GL1536  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1536
 GL1536                         *CURRENT SURVEY CONTROL
 GL1536  ______________________________________________________________________
 GL1536* NAD 83(1997) POSITION- 36 46 40.83491(N) 102 30 19.26482(W)   ADJUSTED
 GL1536* NAD 83(1997) ELLIP HT-  1245.355 (meters)        (10/02/98)   ADJUSTED
 GL1536* NAVD 88 ORTHO HEIGHT -  1268.5   (meters)     4162.    (feet) VERTCON3
 GL1536  ______________________________________________________________________
 GL1536  GEOID HEIGHT    -        -23.759 (meters)                     GEOID18
 GL1536  NAD 83(1997) X  - -1,107,723.590 (meters)                     COMP
 GL1536  NAD 83(1997) Y  - -4,994,410.646 (meters)                     COMP
 GL1536  NAD 83(1997) Z  -  3,798,435.318 (meters)                     COMP
 GL1536  LAPLACE CORR    -         -3.94  (seconds)                    DEFLEC18
 GL1536  HORZ ORDER      -  SECOND
 GL1536  ELLP ORDER      -  FOURTH    CLASS I
 GL1536
 GL1536.This mark is at Boise City Airport (17K)
 GL1536
 GL1536.The horizontal coordinates were established by GPS observations
 GL1536.and adjusted by the National Geodetic Survey in October 1998.
 GL1536
 GL1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1536
 GL1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1536.GEOID18 height accuracy estimate available here.
 GL1536
 GL1536.Click photographs - Photos may exist for this station.
 GL1536
 GL1536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1536
 GL1536.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1536
 GL1536.The ellipsoidal height was determined by GPS observations
 GL1536.and is referenced to NAD 83.
 GL1536
 GL1536. The following values were computed from the NAD 83(1997) position.
 GL1536
 GL1536;                    North         East     Units Scale Factor Converg.
 GL1536;SPC OK N     -   206,612.203   197,951.822   MT  1.00000209   -2 39 31.8
 GL1536;SPC OK N     -   677,860.20    649,446.94   sFT  1.00000209   -2 39 31.8
 GL1536;UTM  13      - 4,073,149.512   722,627.722   MT  1.00021064   +1 29 39.1
 GL1536
 GL1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1536!SPC OK N     -   0.99980460  x   1.00000209  =   0.99980669
 GL1536!UTM  13      -   0.99980460  x   1.00021064  =   1.00001520
 GL1536
 GL1536:                Primary Azimuth Mark                     Grid Az
 GL1536:SPC OK N     -  BOISEPORT AZ MK                          231 42 20.4
 GL1536:UTM  13      -  BOISEPORT AZ MK                          227 33 09.5
 GL1536
 GL1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2262773149(NAD 83)
 GL1536
 GL1536|---------------------------------------------------------------------|
 GL1536| PID    Reference Object                     Distance      Geod. Az  |
 GL1536|                                                           dddmmss.s |
 GL1536| GL1537 BOISEPORT AZ MK                     467.970 METERS 2290248.6 |
 GL1536|---------------------------------------------------------------------|
 GL1536
 GL1536                          SUPERSEDED SURVEY CONTROL
 GL1536
 GL1536  NAD 83(1993)-  36 46 40.83456(N)    102 30 19.26467(W) AD(       ) 2
 GL1536  NAD 83(1992)-  36 46 40.83942(N)    102 30 19.27244(W) AD(       ) 2
 GL1536  ELLIP H (12/21/93) 1244.902  (m)                       GP(       ) 4 1
 GL1536  ELLIP H (01/07/93) 1245.060  (m)                       GP(       ) 4 2
 GL1536  NAD 83(1986)-  36 46 40.83632(N)    102 30 19.26311(W) AD(       ) 2
 GL1536  NGVD 29 (11/30/89) 1268.1    (m)  RAPSU86  model used  GPS OBS        
 GL1536
 GL1536.Superseded values are not recommended for survey control.
 GL1536
 GL1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1536.See file dsdata.pdf to determine how the superseded data were derived.
 GL1536
 GL1536_MARKER: I = METAL ROD
 GL1536_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1536_STAMPING: BOISEPORT 1989
 GL1536_MARK LOGO: NGS
 GL1536_PROJECTION: FLUSH
 GL1536_MAGNETIC: I = MARKER IS A STEEL ROD
 GL1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1536+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GL1536_ROD/PIPE-DEPTH: 11.0 meters
 GL1536_SLEEVE-DEPTH  : 1.0 meters
 GL1536
 GL1536  HISTORY     - Date     Condition        Report By
 GL1536  HISTORY     - 1989     MONUMENTED       NGS
 GL1536
 GL1536                          STATION DESCRIPTION
 GL1536
 GL1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GL1536'THE STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) NORTH OF BOISE CITY, AT
 GL1536'THE BOISE CITY AIRPORT, ALONG THE NORTHWEST SIDE AND NEAR THE
 GL1536'NORTHEAST END OF THE RUNWAY.  OWNERSHIP--CITY OF BOISE CITY, C/O
 GL1536'AIRPORT MANAGER JERRY SHANNON, P.O.BOX 129, BOISE CITY OK 73933. PHONE
 GL1536'(405) 544-2271.
 GL1536'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN BOISE CITY, GO
 GL1536'NORTHERLY FOR 4.7 KM (2.90 MI) ON U.S. HIGHWAYS 287 AND 385 AND STATE
 GL1536'HIGHWAY 3 TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR
 GL1536'0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A TAXIWAY AND THE
 GL1536'AIRPORT OFFICE ON THE LEFT.  TURN RIGHT AND GO SOUTH FOR 40 METERS ON
 GL1536'THE TAXIWAY TO RUNWAY 04-22. TURN LEFT AND GO NORTHEAST FOR 1.2 KM
 GL1536'(0.75 MI) ON RUNWAY 04-22 TO THE STATION ON THE LEFT JUST BEFORE A
 GL1536'PAVED TURNAROUND ON THE LEFT.
 GL1536'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GL1536'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 GL1536'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 GL1536'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 GL1536'LOCATED 34.6 M (113.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 GL1536'NORTHEAST END OF RUNWAY 04-22, 19.9 M (65.3 FT) SOUTH-SOUTHWEST FROM
 GL1536'THE SOUTHWEST CORNER OF A PAVED TURNAROUND, AND 8.8 M (28.9 FT)
 GL1536'NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY 04-22.
 GL1536'DESCRIBED BY K.L.FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1537 ***********************************************************************
 GL1537  DESIGNATION -  BOISEPORT AZ MK
 GL1537  PID         -  GL1537
 GL1537  STATE/COUNTY-  OK/CIMARRON
 GL1537  COUNTRY     -  US
 GL1537  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1537
 GL1537                         *CURRENT SURVEY CONTROL
 GL1537  ______________________________________________________________________
 GL1537* NAD 83(1997) POSITION- 36 46 30.88438(N) 102 30 33.51725(W)   ADJUSTED
 GL1537* NAD 83(1997) ELLIP HT-  1246.546 (meters)        (10/02/98)   ADJUSTED
 GL1537* NAVD 88 ORTHO HEIGHT -  1269.7   (meters)     4166.    (feet) VERTCON3
 GL1537  ______________________________________________________________________
 GL1537  GEOID HEIGHT    -        -23.752 (meters)                     GEOID18
 GL1537  NAD 83(1997) X  - -1,108,108.681 (meters)                     COMP
 GL1537  NAD 83(1997) Y  - -4,994,514.341 (meters)                     COMP
 GL1537  NAD 83(1997) Z  -  3,798,190.296 (meters)                     COMP
 GL1537  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC18
 GL1537  HORZ ORDER      -  SECOND
 GL1537  ELLP ORDER      -  FOURTH    CLASS I
 GL1537
 GL1537.This mark is at Boise City Airport (17K)
 GL1537
 GL1537.The horizontal coordinates were established by GPS observations
 GL1537.and adjusted by the National Geodetic Survey in October 1998.
 GL1537
 GL1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1537
 GL1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1537.GEOID18 height accuracy estimate available here.
 GL1537
 GL1537.Click photographs - Photos may exist for this station.
 GL1537
 GL1537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1537
 GL1537.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1537
 GL1537.The ellipsoidal height was determined by GPS observations
 GL1537.and is referenced to NAD 83.
 GL1537
 GL1537. The following values were computed from the NAD 83(1997) position.
 GL1537
 GL1537;                    North         East     Units Scale Factor Converg.
 GL1537;SPC OK N     -   206,322.201   197,584.541   MT  1.00000158   -2 39 40.2
 GL1537;SPC OK N     -   676,908.75    648,241.95   sFT  1.00000158   -2 39 40.2
 GL1537;UTM  13      - 4,072,833.607   722,282.335   MT  1.00020875   +1 29 30.2
 GL1537
 GL1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1537!SPC OK N     -   0.99980441  x   1.00000158  =   0.99980599
 GL1537!UTM  13      -   0.99980441  x   1.00020875  =   1.00001312
 GL1537
 GL1537:                Primary Azimuth Mark                     Grid Az
 GL1537:SPC OK N     -  BOISEPORT                                051 42 20.2
 GL1537:UTM  13      -  BOISEPORT                                047 33 09.8
 GL1537
 GL1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2228272833(NAD 83)
 GL1537
 GL1537|---------------------------------------------------------------------|
 GL1537| PID    Reference Object                     Distance      Geod. Az  |
 GL1537|                                                           dddmmss.s |
 GL1537| GL1536 BOISEPORT                           467.970 METERS 0490240.0 |
 GL1537|---------------------------------------------------------------------|
 GL1537
 GL1537                          SUPERSEDED SURVEY CONTROL
 GL1537
 GL1537  NAD 83(1993)-  36 46 30.88403(N)    102 30 33.51710(W) AD(       ) 2
 GL1537  NAD 83(1992)-  36 46 30.88888(N)    102 30 33.52489(W) AD(       ) 2
 GL1537  ELLIP H (12/21/93) 1246.096  (m)                       GP(       ) 4 1
 GL1537  ELLIP H (01/07/93) 1246.254  (m)                       GP(       ) 4 2
 GL1537  NAD 83(1986)-  36 46 30.88577(N)    102 30 33.51556(W) AD(       ) 2
 GL1537  NGVD 29 (11/30/89) 1269.3    (m)  RAPSU86  model used  GPS OBS        
 GL1537
 GL1537.Superseded values are not recommended for survey control.
 GL1537
 GL1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1537.See file dsdata.pdf to determine how the superseded data were derived.
 GL1537
 GL1537_MARKER: I = METAL ROD
 GL1537_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1537_STAMPING: BOISEPORT AZ MK 1989
 GL1537_MARK LOGO: NGS
 GL1537_PROJECTION: FLUSH
 GL1537_MAGNETIC: I = MARKER IS A STEEL ROD
 GL1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1537+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GL1537_ROD/PIPE-DEPTH: 9.8 meters
 GL1537_SLEEVE-DEPTH  : 1.0 meters
 GL1537
 GL1537  HISTORY     - Date     Condition        Report By
 GL1537  HISTORY     - 1989     MONUMENTED       NGS
 GL1537
 GL1537                          STATION DESCRIPTION
 GL1537
 GL1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GL1537'THE STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) NORTH OF BOISE CITY, AT
 GL1537'THE BOISE CITY AIRPORT, ALONG THE NORTHWEST SIDE AND NEAR THE CENTER
 GL1537'OF RUNWAY 04-22.  OWNERSHIP--CITY OF BOISE CITY, C/O AIRPORT MANAGER
 GL1537'JERRY SHANNON, P.O. BOX 129, BOISE CITY OK 73933.  PHONE (405)
 GL1537'544-2271.
 GL1537'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN BOISE CITY, GO
 GL1537'NORTHERLY FOR 4.7 KM (2.90 MI) ON U.S. HIGHWAYS 287 AND 385 AND STATE
 GL1537'HIGHWAY 3 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 GL1537'(0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A TAXIWAY AND THE AIRPORT
 GL1537'OFFICE ON THE LEFT.  TURN RIGHT AND GO SOUTH FOR 40 METERS ON THE
 GL1537'TAXIWAY TO RUNWAY 04-22.  TURN LEFT AND GO NORTHEAST FOR 0.7 KM
 GL1537'(0.45 MI) ON RUNWAY 04-22 TO THE STATION ON THE LEFT BETWEEN THE 13TH
 GL1537'AND 14TH RUNWAY LIGHTS NORTHEAST FROM THE SOUTHWEST END OF THE RUNWAY.
 GL1537'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GL1537'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 GL1537'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 GL1537'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 GL1537'LOCATED 31.6 M (103.7 FT) SOUTHWEST FROM THE 14TH RUNWAY LIGHT
 GL1537'NORTHEAST FROM THE SOUTHWEST END OF THE RUNWAY, 27.4 M (89.9 FT)
 GL1537'NORTHEAST FROM THE 13TH RUNWAY LIGHT NORTHEAST FROM THE SOUTHWEST END
 GL1537'OF THE RUNWAY, AND 5.2 M (17.1 FT) NORTHWEST FROM THE NORTHWEST EDGE
 GL1537'OF THE RUNWAY.
 GL1537'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0739 ***********************************************************************
 EL0739  DESIGNATION -  BOKCHITO MUNICIPAL TANK
 EL0739  PID         -  EL0739
 EL0739  STATE/COUNTY-  OK/BRYAN
 EL0739  COUNTRY     -  US
 EL0739  USGS QUAD   -  BOKCHITO (2018)
 EL0739
 EL0739                         *CURRENT SURVEY CONTROL
 EL0739  ______________________________________________________________________
 EL0739* NAD 83(1993) POSITION- 34 01 01.59380(N) 096 08 36.24356(W)   ADJUSTED
 EL0739  ______________________________________________________________________
 EL0739  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 EL0739  LAPLACE CORR    -         -5.33  (seconds)                    DEFLEC18
 EL0739  HORZ ORDER      -  THIRD
 EL0739
 EL0739.The horizontal coordinates were established by classical geodetic methods
 EL0739.and adjusted by the National Geodetic Survey in November 1994.
 EL0739
 EL0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0739.GEOID18 height accuracy estimate available here.
 EL0739
 EL0739.Click photographs - Photos may exist for this station.
 EL0739
 EL0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0739
 EL0739. The following values were computed from the NAD 83(1993) position.
 EL0739
 EL0739;                    North         East     Units Scale Factor Converg.
 EL0739;SPC OK S     -    77,424.130   771,474.795   MT  0.99998459   +1 03 13.8
 EL0739;SPC OK S     -   254,015.67  2,531,080.22   sFT  0.99998459   +1 03 13.8
 EL0739;UTM  14      - 3,767,733.671   763,789.025   MT  1.00045788   +1 35 56.5
 EL0739
 EL0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6378967733(NAD 83)
 EL0739
 EL0739                          SUPERSEDED SURVEY CONTROL
 EL0739
 EL0739  NAD 83(1986)-  34 01 01.59954(N)    096 08 36.23540(W) AD(       ) 3
 EL0739  NAD 27      -  34 01 01.25300(N)    096 08 35.28900(W) AD(       ) 3
 EL0739
 EL0739.Superseded values are not recommended for survey control.
 EL0739
 EL0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0739.See file dsdata.pdf to determine how the superseded data were derived.
 EL0739
 EL0739_MARKER: 53 = ELEVATED TANK
 EL0739
 EL0739  HISTORY     - Date     Condition        Report By
 EL0739  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0739
 EL0739                          STATION DESCRIPTION
 EL0739
 EL0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0739'STATION IS LOCATED IN BOKCHITO ON THE NORTH SIDE OF U.S.
 EL0739'HIGHWAY 70.  IT IS 104 FEET IN HEIGHT, OF STEEL CONSTRUCTION,
 EL0739'PAINTED SILVER AND SUPPORTED BY FOUR STEEL LEGS.  THE ROOF
 EL0739'OF THE TANK SLOPES VERY SLIGHTLY AND FROM A DISTANCE IT
 EL0739'APPEARS TO BE FLAT TOPPED.  THE CENTER OF TOP WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0738 ***********************************************************************
 EL0738  DESIGNATION -  BOKCHITO RESET
 EL0738  PID         -  EL0738
 EL0738  STATE/COUNTY-  OK/BRYAN
 EL0738  COUNTRY     -  US
 EL0738  USGS QUAD   -  BOKCHITO (2018)
 EL0738
 EL0738                         *CURRENT SURVEY CONTROL
 EL0738  ______________________________________________________________________
 EL0738* NAD 83(1993) POSITION- 34 01 07.87087(N) 096 08 32.19700(W)   ADJUSTED
 EL0738* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 EL0738  ______________________________________________________________________
 EL0738  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 EL0738  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC18
 EL0738  HORZ ORDER      -  FIRST
 EL0738
 EL0738.The horizontal coordinates were established by classical geodetic methods
 EL0738.and adjusted by the National Geodetic Survey in November 1994.
 EL0738
 EL0738.The orthometric height was scaled from a topographic map.
 EL0738
 EL0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0738.GEOID18 height accuracy estimate available here.
 EL0738
 EL0738.Click photographs - Photos may exist for this station.
 EL0738
 EL0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0738
 EL0738. The following values were computed from the NAD 83(1993) position.
 EL0738
 EL0738;                    North         East     Units Scale Factor Converg.
 EL0738;SPC OK S     -    77,619.412   771,575.040   MT  0.99998429   +1 03 16.1
 EL0738;SPC OK S     -   254,656.35  2,531,409.11   sFT  0.99998429   +1 03 16.1
 EL0738;UTM  14      - 3,767,929.992   763,887.454   MT  1.00045852   +1 35 59.0
 EL0738
 EL0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0738!SPC OK S     -   0.99997378  x   0.99998429  =   0.99995807
 EL0738!UTM  14      -   0.99997378  x   1.00045852  =   1.00043229
 EL0738
 EL0738:                Primary Azimuth Mark                     Grid Az
 EL0738:SPC OK S     -  SEAGO                                    302 03 40.8
 EL0738:UTM  14      -  SEAGO                                    301 30 57.9
 EL0738
 EL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6388767929(NAD 83)
 EL0738
 EL0738|---------------------------------------------------------------------|
 EL0738| PID    Reference Object                     Distance      Geod. Az  |
 EL0738|                                                           dddmmss.s |
 EL0738| CX9805 BOKCHITO RM 1                        32.748 METERS 05128     |
 EL0738| EL0735 BENNINGTON MUNICIPAL TANK           APPROX. 9.7 KM 0995425.8 |
 EL0738| CX9807 BOKCHITO RM 3                        21.192 METERS 18633     |
 EL0738| EL0739 BOKCHITO MUNICIPAL TANK             219.513 METERS 20814     |
 EL0738| EL0749 SEAGO                               APPROX.13.5 KM 3030656.9 |
 EL0738| CX9806 BOKCHITO RM 2                        30.136 METERS 31343     |
 EL0738| CX9804 BOKCHITO AZ MK                                     3430200.6 |
 EL0738|---------------------------------------------------------------------|
 EL0738
 EL0738                          SUPERSEDED SURVEY CONTROL
 EL0738
 EL0738  NAD 83(1986)-  34 01 07.87654(N)    096 08 32.18908(W) AD(       ) 1
 EL0738  NAD 27      -  34 01 07.52560(N)    096 08 31.24570(W) AD(       ) 1
 EL0738
 EL0738.Superseded values are not recommended for survey control.
 EL0738
 EL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0738.See file dsdata.pdf to determine how the superseded data were derived.
 EL0738
 EL0738_MARKER: DS = TRIANGULATION STATION DISK
 EL0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0738_STAMPING: BOKCHITO 1955 1969
 EL0738_MARK LOGO: CGS
 EL0738_PROJECTION: FLUSH
 EL0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0738+STABILITY: SURFACE MOTION
 EL0738
 EL0738  HISTORY     - Date     Condition        Report By
 EL0738  HISTORY     - 1969     MONUMENTED       CGS
 EL0738  HISTORY     - 1971     GOOD             NGS
 EL0738
 EL0738                          STATION DESCRIPTION
 EL0738
 EL0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EL0738'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  REFERENCE
 EL0738'MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.
 EL0738'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS COVERED
 EL0738'OR HAS BEEN DESTROYED WHEN ROAD RIGHT-OF-WAY WAS WIDENED.
 EL0738'THE UNDERGROUND STATION MARK WAS FOUND TO BE IN GOOD CONDITION.
 EL0738'THE SUB-MARK WAS LOWERED AND RE-MARKED IN ITS ORIGINAL
 EL0738'HORIZONTAL POSITION.  A NEW SURFACE MARK WAS SET AND PLUMBED
 EL0738'OVER THE UNDERGROUND STATION MARK.
 EL0738'
 EL0738'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS IN THE
 EL0738'NORTHERN PART OF BOKCHITO, AT THE NORTHWEST CORNER OF THE
 EL0738'BOKCHITO SCHOOL GROUNDS.
 EL0738'
 EL0738'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND U.S.
 EL0738'HIGHWAY 70 IN BOKCHITO, GO EAST ON U.S. HIGHWAY 70 FOR 0.1
 EL0738'MILE, TURN LEFT, NORTH, GO 0.15 MILE TO A T-ROAD JUNCTION.
 EL0738'TURN RIGHT, EAST, GO 0.05 MILE TO SCHOOL AND STATION ON
 EL0738'THE RIGHT.
 EL0738'
 EL0738'STATION MARKS ARE STANDARD DISKS, STAMPED BOKCHITO 1955 1969.
 EL0738'THE SURFACE MARK IS SET IN A 12 IN X 12 IN CONCRETE POST
 EL0738'FLUSH WITH THE GROUND.  IT IS 68 FEET NORTHWEST OF THE NORTHWEST
 EL0738'CORNER OF SCHOOL HOUSE, 75 FEET WEST-NORTHWEST OF THE NORTH
 EL0738'ANGLE OF BUILDING, 94 FEET WEST OF A FIRE HYDRANT, 37 FEET
 EL0738'SOUTH OF THE CENTER OF ROAD, AND 31 FEET EAST OF A POWER
 EL0738'LINE POLE.  THE SUB-MARK IS SET IN AN IRREGULAR MASS OF
 EL0738'CONCRETE 30 INCHES BELOW SURFACE OF GROUND.
 EL0738'
 EL0738'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BOKCHITO NO 1
 EL0738'1955, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EL0738'2 INCHES ABOVE GROUND.  IT IS 32 FEET NORTH OF THE CENTER
 EL0738'LINE OF ROAD, 7 FEET EAST OF THE EAST GATE POST, AND 1 FOOT
 EL0738'SOUTH OF FENCE LINE AND A METAL WITNESS POST.
 EL0738'
 EL0738'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BOKCHITO
 EL0738'NO 2 1955, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 EL0738'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 30 FEET NORTH OF THE
 EL0738'CENTER LINE OF ROAD, 10 FEET SOUTH EAST OF A LARGE ELM TREE,
 EL0738'25 FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY
 EL0738'WHICH IS ON SOUTH SIDE OF ROAD, AND 1 FOOT SOUTH OF A FENCE
 EL0738'LINE.
 EL0738'
 EL0738'THE BOKCHITO MUNICIPAL WATER TANK WILL SERVE FOR AN AZIMUTH
 EL0738'MARK.
 EL0738'
 EL0738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOKCHITO
 EL0738
 EL0738                          STATION RECOVERY (1971)
 EL0738
 EL0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EL0738'THE STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED
 EL0738'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 EL0738'DESTROYED.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 EL0738'ALL INDICATION FROM OLD TIES SHOW THE MARK WAS DESTROYED WHEN
 EL0738'STATE HIGHWAY 22 WAS BUILT.  SINCE THE BOKCHITA, MUNICIPAL
 EL0738'WATER TANK IS CLOSE TO THE STATION A NEW AZIMUTH MARK WAS NOT
 EL0738'SET AND THE WATER TANK CAN SERVE AS THE AZIMUTH MARK.  THE
 EL0738'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 EL0738'
 EL0738'REFERENCE MARK NO. 3 WAS SET.
 EL0738'
 EL0738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22
 EL0738'AND U.S. HIGHWAY 70 IN BOKCHITO, GO EAST ON U.S. HIGHWAY 70
 EL0738'FOR 0.1 MILE.  TURN LEFT AND GO NORTH FOR 0.15 MILE TO A
 EL0738'T-INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO
 EL0738'THE SCHOOL AND THE STATION ON THE RIGHT.
 EL0738'
 EL0738'STATION MARK, A STANDARD DISK STAMPED BOKCHITO 1955 1969,
 EL0738'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 EL0738'WITH THE SURFACE OF THE GROUND.  IT IS 94 FEET WEST OF A
 EL0738'FIRE HYDRANT AT THE NORTH SIDE OF THE SCHOOL, 74 FEET
 EL0738'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH ANGLE OF
 EL0738'SCHOOL, 67.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 EL0738'OF THE SCHOOL, 37.5 FEET SOUTH OF THE CENTER OF THE ROAD,
 EL0738'AND 31 FEET EAST-SOUTHEAST OF A POWER POLE WITH A STREET
 EL0738'LIGHT.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 EL0738'
 EL0738'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOKCHITA NO. 2
 EL0738'1955, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EL0738'PROJECTS 2 INCHES.  IT IS 66 FEET EAST OF A CONCRETE MANHOLE
 EL0738'FOR A WATER METER, 30 FEET NORTH OF THE CENTER OF THE ROAD,
 EL0738'3.5 FEET SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS
 EL0738'POST.
 EL0738'
 EL0738'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOKCHITA 1955
 EL0738'NO. 3 1971, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 EL0738'SIDEWALK AT THE NORTHWEST SIDE OF THE SCHOOL, 8.5 FEET
 EL0738'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK SCHOOL,
 EL0738'AND 2 FEET SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 EL0738'SIDEWALK.
 EL0738'
 EL0738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOKCHITO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0921 ***********************************************************************
 EK0921  DESIGNATION -  BOKTUKLO
 EK0921  PID         -  EK0921
 EK0921  STATE/COUNTY-  OK/MCCURTAIN
 EK0921  COUNTRY     -  US
 EK0921  USGS QUAD   -  WHITE ROCK MOUNTAIN (2018)
 EK0921
 EK0921                         *CURRENT SURVEY CONTROL
 EK0921  ______________________________________________________________________
 EK0921* NAD 83(1993) POSITION- 34 29 42.53326(N) 094 47 35.42297(W)   ADJUSTED
 EK0921* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 EK0921  ______________________________________________________________________
 EK0921  GEOID HEIGHT    -        -31.031 (meters)                     GEOID18
 EK0921  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 EK0921  HORZ ORDER      -  FIRST
 EK0921
 EK0921.The horizontal coordinates were established by classical geodetic methods
 EK0921.and adjusted by the National Geodetic Survey in November 1994.
 EK0921
 EK0921.The orthometric height was scaled from a topographic map.
 EK0921
 EK0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0921.GEOID18 height accuracy estimate available here.
 EK0921
 EK0921.Click photographs - Photos may exist for this station.
 EK0921
 EK0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0921
 EK0921. The following values were computed from the NAD 83(1993) position.
 EK0921
 EK0921;                    North         East     Units Scale Factor Converg.
 EK0921;SPC OK S     -   133,550.013   894,463.937   MT  0.99993714   +1 49 12.9
 EK0921;SPC OK S     -   438,155.33  2,934,587.10   sFT  0.99993714   +1 49 12.9
 EK0921;UTM  15      - 3,818,518.589   335,361.641   MT  0.99993411   -1 00 56.8
 EK0921
 EK0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0921!SPC OK S     -   0.99991319  x   0.99993714  =   0.99985033
 EK0921!UTM  15      -   0.99991319  x   0.99993411  =   0.99984730
 EK0921
 EK0921:                Primary Azimuth Mark                     Grid Az
 EK0921:SPC OK S     -  FLASHMAN LOOKOUT TOWER                   263 14 53.9
 EK0921:UTM  15      -  FLASHMAN LOOKOUT TOWER                   266 05 03.6
 EK0921
 EK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3536118518(NAD 83)
 EK0921
 EK0921|---------------------------------------------------------------------|
 EK0921| PID    Reference Object                     Distance      Geod. Az  |
 EK0921|                                                           dddmmss.s |
 EK0921| EK0937 WINDING STAIR MTN LOT               APPROX.26.0 KM 0240804.9 |
 EK0921| CX5055 BOKTUKLO RM 1                        18.745 METERS 13250     |
 EK0921| EK0926 CARTER MT LOOKOUT TOWER             APPROX.27.2 KM 1764546.2 |
 EK0921| EK0965 SIGNAL LOOKOUT TOWER                APPROX.30.6 KM 2321932.6 |
 EK0921| EK0963 FLASHMAN LOOKOUT TOWER              APPROX.20.0 KM 2650406.8 |
 EK0921| CX5056 BOKTUKLO RM 2                        16.477 METERS 28254     |
 EK0921| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.14.7 KM 3531144.8 |
 EK0921|---------------------------------------------------------------------|
 EK0921
 EK0921                          SUPERSEDED SURVEY CONTROL
 EK0921
 EK0921  NAD 83(1986)-  34 29 42.53590(N)    094 47 35.41364(W) AD(       ) 1
 EK0921  NAD 27      -  34 29 42.16800(N)    094 47 34.60600(W) AD(       ) 1
 EK0921
 EK0921.Superseded values are not recommended for survey control.
 EK0921
 EK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0921.See file dsdata.pdf to determine how the superseded data were derived.
 EK0921
 EK0921_MARKER: DS = TRIANGULATION STATION DISK
 EK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0921_STAMPING: BOKTUKLO 1952
 EK0921_MARK LOGO: CGS
 EK0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0921+STABILITY: SURFACE MOTION
 EK0921
 EK0921  HISTORY     - Date     Condition        Report By
 EK0921  HISTORY     - 1952     MONUMENTED       CGS
 EK0921
 EK0921                          STATION DESCRIPTION
 EK0921
 EK0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0921'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF THE
 EK0921'VILLAGE OF BETHEL, 5-1/2 MILES WEST-SOUTHWEST OF OCTAVIA
 EK0921'AND ON A HIGH ROCKY TIMBERED RIDGE KNOWN AS BOKTUKLO MOUNTAIN.
 EK0921'IT IS ABOUT 250 FEET SOUTH OF A FOREST SERVICE ROAD, ON THE
 EK0921'HIGHEST PART OF THE RIDGE WHICH IS NOW COVERED WITH A GROWTH
 EK0921'OF SMALL PINE TREES.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EK0921'DISC IS STAMPED, BOKTUKLO 1952.
 EK0921'
 EK0921'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK
 EK0921'PROJECTS 4 INCHES AND THE DISK IS STAMPED, BOKTUKLO NO 1 1952.
 EK0921'
 EK0921'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  THE MARK PROJECTS
 EK0921'ABOUT 4 INCHES AND THE DISK IS STAMPED, BOKTUKLO NO 2 1952.
 EK0921'
 EK0921'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 EK0921'
 EK0921'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF BETHEL, GO
 EK0921'NORTH FOR 1.25 MILES TO A SIDE ROAD LEFT, AT AN OLD STORE
 EK0921'BUILDING.  CONTINUE NORTH ON MAIN ROAD FOR 11 MILES TO A
 EK0921'FOREST SERVICE ROAD ON THE RIGHT AT SIGN, BOKTUKLO WILDHORSE
 EK0921'TRAIL.  TURN RIGHT (EAST) ON FOREST SERVICE ROAD 2.5 MILES TO
 EK0921'A FORKS.  THENCE KEEP LEFT FORK, (BOKTUKLO WILDHORSE TRAIL)
 EK0921'FOR 0.8 MILE TO A SIDE TRAIL, RIGHT.  KEEP STRAIGHT AHEAD
 EK0921'FOR 2.2 MILES TO A BLAZED TREE ON THE RIGHT AND THE STATION
 EK0921'ABOUT 250 FEET SOUTH.
 EK0921'
 EK0921'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1173 ***********************************************************************
 FJ1173  DESIGNATION -  BOLEY
 FJ1173  PID         -  FJ1173
 FJ1173  STATE/COUNTY-  OK/OKFUSKEE
 FJ1173  COUNTRY     -  US
 FJ1173  USGS QUAD   -  WELTY (2018)
 FJ1173
 FJ1173                         *CURRENT SURVEY CONTROL
 FJ1173  ______________________________________________________________________
 FJ1173* NAD 83(1993) POSITION- 35 32 31.35234(N) 096 29 16.84453(W)   ADJUSTED
 FJ1173* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1173  ______________________________________________________________________
 FJ1173  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 FJ1173  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 FJ1173  HORZ ORDER      -  FIRST
 FJ1173
 FJ1173.The horizontal coordinates were established by classical geodetic methods
 FJ1173.and adjusted by the National Geodetic Survey in November 1994.
 FJ1173
 FJ1173.The orthometric height was scaled from a topographic map.
 FJ1173
 FJ1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1173.GEOID18 height accuracy estimate available here.
 FJ1173
 FJ1173.Click photographs - Photos may exist for this station.
 FJ1173
 FJ1173.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1173
 FJ1173. The following values were computed from the NAD 83(1993) position.
 FJ1173
 FJ1173;                    North         East     Units Scale Factor Converg.
 FJ1173;SPC OK N     -    61,209.046   737,105.282   MT  1.00000456   +0 53 32.3
 FJ1173;SPC OK N     -   200,816.68  2,418,319.58   sFT  1.00000456   +0 53 32.3
 FJ1173;SPC OK S     -   246,040.016   737,115.437   MT  1.00007560   +0 51 29.6
 FJ1173;SPC OK S     -   807,216.29  2,418,352.90   sFT  1.00007560   +0 51 29.6
 FJ1173;UTM  14      - 3,936,059.140   727,725.024   MT  1.00023911   +1 27 39.0
 FJ1173
 FJ1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1173!SPC OK N     -   0.99995418  x   1.00000456  =   0.99995874
 FJ1173!SPC OK S     -   0.99995418  x   1.00007560  =   1.00002978
 FJ1173!UTM  14      -   0.99995418  x   1.00023911  =   1.00019328
 FJ1173
 FJ1173:                Primary Azimuth Mark                     Grid Az
 FJ1173:SPC OK N     -  BOLEY AZ MK                              203 53 23.1
 FJ1173:SPC OK S     -  BOLEY AZ MK                              203 55 25.8
 FJ1173:UTM  14      -  BOLEY AZ MK                              203 19 16.4
 FJ1173
 FJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2772536059(NAD 83)
 FJ1173
 FJ1173|---------------------------------------------------------------------|
 FJ1173| PID    Reference Object                     Distance      Geod. Az  |
 FJ1173|                                                           dddmmss.s |
 FJ1173| CI1197 BOLEY RM 1                           19.980 METERS 09542     |
 FJ1173| CI1198 BOLEY RM 2                           30.835 METERS 19419     |
 FJ1173| CI1196 BOLEY AZ MK                                        2044655.4 |
 FJ1173|---------------------------------------------------------------------|
 FJ1173
 FJ1173                          SUPERSEDED SURVEY CONTROL
 FJ1173
 FJ1173  NAD 83(1986)-  35 32 31.35789(N)    096 29 16.81994(W) AD(       ) 1
 FJ1173  NAD 27      -  35 32 31.10300(N)    096 29 15.78000(W) AD(       ) 1
 FJ1173
 FJ1173.Superseded values are not recommended for survey control.
 FJ1173
 FJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1173.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1173
 FJ1173_MARKER: DS = TRIANGULATION STATION DISK
 FJ1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1173_STAMPING: BOLEY 1935
 FJ1173_MARK LOGO: CGS
 FJ1173_PROJECTION: RECESSED 36 CENTIMETERS
 FJ1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1173+STABILITY: SURFACE MOTION
 FJ1173
 FJ1173  HISTORY     - Date     Condition        Report By
 FJ1173  HISTORY     - 1935     MONUMENTED       CGS
 FJ1173
 FJ1173                          STATION DESCRIPTION
 FJ1173
 FJ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1173'STATION IS LOCATED ABOUT 3.5 MILES NORTH OF BOLEY, AND ABOUT
 FJ1173'5.5 MILES SOUTH AND 1.5 MILES EAST OF MICAWBER, ON A CULTIVATED
 FJ1173'KNOLL ON HIGHEST GROUND IN VICINITY IN THE NORTHEAST QUARTER OF
 FJ1173'THE SOUTHWEST QUARTER OF SECTION 5, T. 12 N., R. 8 E., ON
 FJ1173'PROPERTY OWNED BY MR. REPLOGLE OF OKLAHOMA CITY AND LOOKED OVER
 FJ1173'BY MR. FINNEY OF OKEMAH.
 FJ1173'
 FJ1173'REACHED FROM THE RAILROAD TRACKS IN BOLEY BY GOING NORTH
 FJ1173'THROUGH THE MAIN STREET FOR 0.7 MILE TO GREEN HOUSE ON WEST SIDE
 FJ1173'OF STREET, THEN TURN RIGHT AND GO EAST ON GRADED DIRT ROAD FOR
 FJ1173'0.4 MILE, THEN TURN LEFT AND GO NORTH ON DIRT ROAD FOR 2.5
 FJ1173'MILES TO OLD CHURCH WITH TWO STEEPLES ON WEST SIDE OF ROAD
 FJ1173'THEN TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.85 MILE TO A
 FJ1173'DIM ROAD ON NORTH SIDE OF ROAD, TURN RIGHT AND GO NORTHEAST
 FJ1173'ACROSS FIELD FOR 0.4 MILE TO OLD FARMHOUSE AND STATION.
 FJ1173'
 FJ1173'STATION IS 78.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 FJ1173'OF THE OLD FARMHOUSE, 54.5 FEET WEST-NORTHWEST OF WELL, 49.5
 FJ1173'FEET NORTH OF THE NORTHWEST CORNER OF BARNYARD LOT, AND 24
 FJ1173'FEET NORTHWEST OF NORTHWEST CORNER OF SMALL TIN CHICKEN HOUSE.
 FJ1173'MARK IS SET ABOUT 14 INCHES BELOW SURFACE OF GROUND.
 FJ1173'
 FJ1173'REFERENCE MARK NO. 1 IS EAST OF STATION, 15 FEET NORTHWEST
 FJ1173'FROM THE NORTHWEST CORNER OF OLD FARMHOUSE.  MARK PROJECTS
 FJ1173'ABOUT 6 INCHES.
 FJ1173'
 FJ1173'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN SOUTHEAST CORNER
 FJ1173'OF BARNYARD LOT.  MARK PROJECTS ABOUT 8 INCHES.
 FJ1173'
 FJ1173'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF STATION.
 FJ1173'REACHED BY GOING SOUTHWEST ON FIELD ROAD 0.4 MILE TO EAST-WEST
 FJ1173'ROAD, THEN TURN LEFT (EAST) FOR 0.05 MILE TO MARK WHICH IS
 FJ1173'30 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD AND PROJECTS
 FJ1173'ABOUT 6 INCHES.
 FJ1173'
 FJ1173'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1192 ***********************************************************************
 FJ1192  DESIGNATION -  BOLEY STA TRAINING SCH TANK
 FJ1192  PID         -  FJ1192
 FJ1192  STATE/COUNTY-  OK/OKFUSKEE
 FJ1192  COUNTRY     -  US
 FJ1192  USGS QUAD   -  BOLEY (2018)
 FJ1192
 FJ1192                         *CURRENT SURVEY CONTROL
 FJ1192  ______________________________________________________________________
 FJ1192* NAD 83(1993) POSITION- 35 28 52.94254(N) 096 28 22.37400(W)   ADJUSTED
 FJ1192  ______________________________________________________________________
 FJ1192  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 FJ1192  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 FJ1192  HORZ ORDER      -  THIRD
 FJ1192
 FJ1192.The horizontal coordinates were established by classical geodetic methods
 FJ1192.and adjusted by the National Geodetic Survey in November 1994.
 FJ1192
 FJ1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1192.GEOID18 height accuracy estimate available here.
 FJ1192
 FJ1192.Click photographs - Photos may exist for this station.
 FJ1192
 FJ1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1192
 FJ1192. The following values were computed from the NAD 83(1993) position.
 FJ1192
 FJ1192;                    North         East     Units Scale Factor Converg.
 FJ1192;SPC OK N     -    54,500.015   738,583.079   MT  1.00001658   +0 54 04.4
 FJ1192;SPC OK N     -   178,805.47  2,423,167.99   sFT  1.00001658   +0 54 04.4
 FJ1192;SPC OK S     -   239,329.724   738,589.309   MT  1.00005844   +0 52 00.5
 FJ1192;SPC OK S     -   785,200.94  2,423,188.42   sFT  1.00005844   +0 52 00.5
 FJ1192;UTM  14      - 3,929,363.513   729,269.547   MT  1.00024781   +1 28 02.9
 FJ1192
 FJ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2926929363(NAD 83)
 FJ1192
 FJ1192                          SUPERSEDED SURVEY CONTROL
 FJ1192
 FJ1192  NAD 83(1986)-  35 28 52.94584(N)    096 28 22.34941(W) AD(       ) 3
 FJ1192  NAD 27      -  35 28 52.68800(N)    096 28 21.31100(W) AD(       ) 3
 FJ1192
 FJ1192.Superseded values are not recommended for survey control.
 FJ1192
 FJ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1192.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1192
 FJ1192_MARKER: 53 = ELEVATED TANK
 FJ1192
 FJ1192  HISTORY     - Date     Condition        Report By
 FJ1192  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1192
 FJ1192                          STATION DESCRIPTION
 FJ1192
 FJ1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1192'POINT OBSERVED UPON IS THE FINIAL ATOP OF THE 75-FOOT RED
 FJ1192'STEEL WATER TANK OF THE STATE TRAINING SCHOOL,
 FJ1192'LOCATED ABOUT 0.75 MILE SOUTHEAST FROM THE VILLAGE OF BOLEY.
 FJ1192'
 FJ1192'OBSERVED FROM STATIONS MANDLER, ARGO AND BOLEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0751 ***********************************************************************
 GJ0751  DESIGNATION -  BOLT
 GJ0751  PID         -  GJ0751
 GJ0751  STATE/COUNTY-  OK/HARPER
 GJ0751  COUNTRY     -  US
 GJ0751  USGS QUAD   -  ROSSTON NW (2018)
 GJ0751
 GJ0751                         *CURRENT SURVEY CONTROL
 GJ0751  ______________________________________________________________________
 GJ0751* NAD 83(1997) POSITION- 36 55 30.42225(N) 099 57 04.12563(W)   ADJUSTED
 GJ0751* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 GJ0751  ______________________________________________________________________
 GJ0751  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 GJ0751  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 GJ0751  HORZ ORDER      -  FIRST
 GJ0751
 GJ0751.The horizontal coordinates were established by classical geodetic methods
 GJ0751.and adjusted by the National Geodetic Survey in October 1998.
 GJ0751
 GJ0751.The orthometric height was scaled from a topographic map.
 GJ0751
 GJ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0751.GEOID18 height accuracy estimate available here.
 GJ0751
 GJ0751.Click photographs - Photos may exist for this station.
 GJ0751
 GJ0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0751
 GJ0751. The following values were computed from the NAD 83(1997) position.
 GJ0751
 GJ0751;                    North         East     Units Scale Factor Converg.
 GJ0751;SPC OK N     -   215,354.358   426,161.077   MT  1.00003275   -1 09 05.3
 GJ0751;SPC OK N     -   706,541.76  1,398,163.47   sFT  1.00003275   -1 09 05.3
 GJ0751;UTM  14      - 4,086,987.893   415,286.758   MT  0.99968841   -0 34 17.2
 GJ0751
 GJ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0751!SPC OK N     -   0.99989428  x   1.00003275  =   0.99992703
 GJ0751!UTM  14      -   0.99989428  x   0.99968841  =   0.99958272
 GJ0751
 GJ0751:                Primary Azimuth Mark                     Grid Az
 GJ0751:SPC OK N     -  BOLT AZ MK                               219 57 18.5
 GJ0751:UTM  14      -  BOLT AZ MK                               219 22 30.4
 GJ0751
 GJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1528686987(NAD 83)
 GJ0751
 GJ0751|---------------------------------------------------------------------|
 GJ0751| PID    Reference Object                     Distance      Geod. Az  |
 GJ0751|                                                           dddmmss.s |
 GJ0751| CK9008 BOLT RM 1                            10.197 METERS 07921     |
 GJ0751| GJ0750 VIEW                                  4.613 METERS 15044     |
 GJ0751| CK9009 BOLT RM 2                            10.356 METERS 18232     |
 GJ0751| CK9007 BOLT AZ MK                                         2184813.2 |
 GJ0751| HG0984 ENGLEWOOD MUN TANK                  APPROX.12.9 KM 3444253.7 |
 GJ0751|---------------------------------------------------------------------|
 GJ0751
 GJ0751                          SUPERSEDED SURVEY CONTROL
 GJ0751
 GJ0751  NAD 83(1993)-  36 55 30.42754(N)    099 57 04.12585(W) AD(       ) 1
 GJ0751  NAD 83(1986)-  36 55 30.42211(N)    099 57 04.12071(W) AD(       ) 1
 GJ0751  NAD 27      -  36 55 30.31046(N)    099 57 02.63718(W) AD(       ) 1
 GJ0751
 GJ0751.Superseded values are not recommended for survey control.
 GJ0751
 GJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0751.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0751
 GJ0751_MARKER: DE = TRAVERSE STATION DISK
 GJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0751_STAMPING: BOLT 1970
 GJ0751_MARK LOGO: CGS
 GJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0751+STABILITY: SURFACE MOTION
 GJ0751
 GJ0751  HISTORY     - Date     Condition        Report By
 GJ0751  HISTORY     - 1970     MONUMENTED       NGS
 GJ0751
 GJ0751                          STATION DESCRIPTION
 GJ0751
 GJ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JCC)
 GJ0751'STATION IS LOCATED ABOUT 19.0 MILES WEST-NORTHWEST OF BUFFALO, 8.0
 GJ0751'MILES SOUTH OF ENGLEWOOD, 7.0 MILES NORTHEAST OF GATE, 5-1/2 MILES
 GJ0751'SOUTH OF THE KANSAS-OKLAHOMA STATE LINE AND ON THE HIGHEST PART OF
 GJ0751'A PROMINENT RIDGE LOCATED IN PASTURELAND OWNED BY MR. COOK WHO
 GJ0751'LIVES ABOUT 3/4 MILE SOUTH OF THE STATION HILL.
 GJ0751'
 GJ0751'TO REACH FROM THE POST OFFICE IN ENGLEWOOD, KANSAS, GO WEST FOR 0.05
 GJ0751'MILE TO U. S. HIGHWAY 283, TURN LEFT AND GO SOUTH ON THE HIGHWAY FOR
 GJ0751'2.4 MILES TO THE KANSAS-OKLAHOMA STATE LINE, CONTINUE SOUTH ON THE
 GJ0751'HIGHWAY FOR 5.65 MILES TO A SIDE ROAD LEFT AND CATTLEGUARD AND
 GJ0751'SIGN AMAX PETROLEUM CORPORATION.  (TO REACH THE AZIMUTH MARK
 GJ0751'CONTINUE SOUTH ON THE HIGHWAY FOR 0.5 MILE TO A CROSSROAD AND THE
 GJ0751'MARK IN THE NORTH END OF A CONCRETE CULVERT ON THE WEST SIDE OF THE
 GJ0751'HIGHWAY.) TURN LEFT AND GO EASTERLY ON A PASTURE ROAD FOR 0.35
 GJ0751'MILE TO A CATTLEGUARD ON THE RIGHT, KEEP LEFT AND CONTINUE EASTERLY
 GJ0751'ON THE ROAD FOR 0.25 MILE TO A FENCE CORNER, BEAR LEFT AND GO
 GJ0751'NORTHEAST FOR ABOUT 0.05 MILE TO A NORTH-SOUTH TRACK ROAD, TURN LEFT
 GJ0751'AND GO NORTH ON THE TRACK ROAD FOR 0.4 MILE TO THE HIGHEST PART
 GJ0751'OF THE RIDGE AND THE STATION AS DESCRIBED.
 GJ0751'
 GJ0751'STATION MARK IS A STANDARD TRAVERSE STATION MARK DISK,STAMPED BOLT
 GJ0751'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 GJ0751'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS ON THE HIGHEST PART
 GJ0751'OF THE HILL AND 114.0 FEET SOUTH OF A FENCE.
 GJ0751'
 GJ0751'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOLT NO 1 1970, SET IN
 GJ0751'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH
 GJ0751'ABOVE THE GROUND SURFACE.  IT IS 115.0 FEET SOUTH OF THE FENCE AND
 GJ0751'ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0751'
 GJ0751'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOLT NO 2 1970, SET IN
 GJ0751'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 GJ0751'SURFACE.  IT IS 148.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME
 GJ0751'ELEVATION AS THE STATION.
 GJ0751'
 GJ0751'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOLT 1970, CEMENTED IN A
 GJ0751'DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT.  IT IS 43.0 FEET
 GJ0751'NORTH OF THE CENTER OF A GRAVELED ROAD, 28.0 FEET WEST OF THE
 GJ0751'CENTER OF U. S. HIGHWAY 283, 28.0 FEET NORTHEAST OF A TELEPHONE
 GJ0751'POLE AND 1.6 FEET SOUTH OF THE NORTH END OF THE ABUTMENT OF THE
 GJ0751'CULVERT.
 GJ0751'
 GJ0751'VIEW (USBR) IS A 1-INCH IRON BOLT SET IN THE TOP OF A 6-INCH METAL
 GJ0751'STOVEPIPE WHICH IS FILLED WITH CONCRETE.  THE POINT INTERSECTED WAS
 GJ0751'THE TOP-CENTER OF THE BOLT HEAD.  THE MARK PROJECTS ABOUT 4 INCHES.
 GJ0751'IT IS 130.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 GJ0751'AS THE STATION.
 GJ0751'
 GJ0751'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0278 ***********************************************************************
 GJ0278  DESIGNATION -  BOLT 3842
 GJ0278  PID         -  GJ0278
 GJ0278  STATE/COUNTY-  OK/WOODWARD
 GJ0278  COUNTRY     -  US
 GJ0278  USGS QUAD   -  WOODWARD (2018)
 GJ0278
 GJ0278                         *CURRENT SURVEY CONTROL
 GJ0278  ______________________________________________________________________
 GJ0278* NAD 83(1986) POSITION- 36 26 28.     (N) 099 25 00.     (W)   SCALED
 GJ0278* NAVD 88 ORTHO HEIGHT -   592.680 (meters)     1944.48  (feet) ADJUSTED
 GJ0278  ______________________________________________________________________
 GJ0278  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 GJ0278  DYNAMIC HEIGHT  -        592.106 (meters)     1942.60  (feet) COMP
 GJ0278  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 GJ0278
 GJ0278  VERT ORDER      -  FIRST     CLASS II
 GJ0278
 GJ0278.The horizontal coordinates were scaled from a map and have
 GJ0278.an estimated accuracy of +/- 6 seconds.
 GJ0278
 GJ0278.The orthometric height was determined by differential leveling and
 GJ0278.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0278.in June 1991.
 GJ0278
 GJ0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0278.GEOID18 height accuracy estimate available here.
 GJ0278
 GJ0278.Click photographs - Photos may exist for this station.
 GJ0278
 GJ0278.The dynamic height is computed by dividing the NAVD 88
 GJ0278.geopotential number by the normal gravity value computed on the
 GJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0278.degrees latitude (g = 980.6199 gals.).
 GJ0278
 GJ0278.The modeled gravity was interpolated from observed gravity values.
 GJ0278
 GJ0278;                    North         East    Units  Estimated Accuracy
 GJ0278;SPC OK N     -   160,820.      472,990.      MT  (+/- 180 meters Scaled)
 GJ0278
 GJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF626329(NAD 83)
 GJ0278
 GJ0278                          SUPERSEDED SURVEY CONTROL
 GJ0278
 GJ0278  NGVD 29 (??/??/92)  592.426  (m)         1943.65   (f) ADJ UNCH    1 2
 GJ0278
 GJ0278.Superseded values are not recommended for survey control.
 GJ0278
 GJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0278.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0278
 GJ0278_MARKER: B = BOLT
 GJ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0278+STABILITY: SURFACE MOTION
 GJ0278
 GJ0278  HISTORY     - Date     Condition        Report By
 GJ0278  HISTORY     - UNK      MONUMENTED
 GJ0278  HISTORY     - 1934     GOOD             CGS
 GJ0278
 GJ0278                          STATION DESCRIPTION
 GJ0278
 GJ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0278'1.4 MI SW FROM WOODWARD.
 GJ0278'1.4 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD 76 FEET
 GJ0278'SOUTHEAST OF BLOCK SIGNAL 3842.  42 FEET SOUTH OF EMERGENCY
 GJ0278'RAIL STAND.  54 FEET SOUTH OF THE CENTERLINE OF ATCHISON TOPEKA
 GJ0278'AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0275 ***********************************************************************
 GJ0275  DESIGNATION -  BOLT 386
 GJ0275  PID         -  GJ0275
 GJ0275  STATE/COUNTY-  OK/WOODWARD
 GJ0275  COUNTRY     -  US
 GJ0275  USGS QUAD   -  WOODWARD (2018)
 GJ0275
 GJ0275                         *CURRENT SURVEY CONTROL
 GJ0275  ______________________________________________________________________
 GJ0275* NAD 83(1986) POSITION- 36 26 16.     (N) 099 26 52.     (W)   SCALED
 GJ0275* NAVD 88 ORTHO HEIGHT -   610.773 (meters)     2003.84  (feet) ADJUSTED
 GJ0275  ______________________________________________________________________
 GJ0275  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 GJ0275  DYNAMIC HEIGHT  -        610.179 (meters)     2001.90  (feet) COMP
 GJ0275  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 GJ0275
 GJ0275  VERT ORDER      -  FIRST     CLASS II
 GJ0275
 GJ0275.The horizontal coordinates were scaled from a map and have
 GJ0275.an estimated accuracy of +/- 6 seconds.
 GJ0275
 GJ0275.The orthometric height was determined by differential leveling and
 GJ0275.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0275.in June 1991.
 GJ0275
 GJ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0275.GEOID18 height accuracy estimate available here.
 GJ0275
 GJ0275.Click photographs - Photos may exist for this station.
 GJ0275
 GJ0275.The dynamic height is computed by dividing the NAVD 88
 GJ0275.geopotential number by the normal gravity value computed on the
 GJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0275.degrees latitude (g = 980.6199 gals.).
 GJ0275
 GJ0275.The modeled gravity was interpolated from observed gravity values.
 GJ0275
 GJ0275;                    North         East    Units  Estimated Accuracy
 GJ0275;SPC OK N     -   160,500.      470,200.      MT  (+/- 180 meters Scaled)
 GJ0275
 GJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF598325(NAD 83)
 GJ0275
 GJ0275                          SUPERSEDED SURVEY CONTROL
 GJ0275
 GJ0275  NGVD 29 (??/??/92)  610.515  (m)         2003.00   (f) ADJ UNCH    1 2
 GJ0275
 GJ0275.Superseded values are not recommended for survey control.
 GJ0275
 GJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0275.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0275
 GJ0275_MARKER: B = BOLT
 GJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0275+STABILITY: SURFACE MOTION
 GJ0275
 GJ0275  HISTORY     - Date     Condition        Report By
 GJ0275  HISTORY     - UNK      MONUMENTED
 GJ0275  HISTORY     - 1934     GOOD             CGS
 GJ0275
 GJ0275                          STATION DESCRIPTION
 GJ0275
 GJ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0275'3.2 MI SW FROM WOODWARD.
 GJ0275'0.2 MILE EAST OF THE GERLACH RAILROAD STATION SIGNBOARD.  8 FEET EAST
 GJ0275'OF THE SECOND TELEGRAPH POLE WEST OF MILE POST 386.  82 FEET
 GJ0275'SOUTH OF THE CENTER LINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
 GJ0275'18 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0272 ***********************************************************************
 GJ0272  DESIGNATION -  BOLT 388
 GJ0272  PID         -  GJ0272
 GJ0272  STATE/COUNTY-  OK/WOODWARD
 GJ0272  COUNTRY     -  US
 GJ0272  USGS QUAD   -  WOODWARD (2018)
 GJ0272
 GJ0272                         *CURRENT SURVEY CONTROL
 GJ0272  ______________________________________________________________________
 GJ0272* NAD 83(1986) POSITION- 36 27 01.     (N) 099 28 18.     (W)   SCALED
 GJ0272* NAVD 88 ORTHO HEIGHT -   623.962 (meters)     2047.12  (feet) ADJUSTED
 GJ0272  ______________________________________________________________________
 GJ0272  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 GJ0272  DYNAMIC HEIGHT  -        623.354 (meters)     2045.12  (feet) COMP
 GJ0272  MODELED GRAVITY -    979,637.5   (mgal)                       NAVD 88
 GJ0272
 GJ0272  VERT ORDER      -  FIRST     CLASS II
 GJ0272
 GJ0272.The horizontal coordinates were scaled from a map and have
 GJ0272.an estimated accuracy of +/- 6 seconds.
 GJ0272
 GJ0272.The orthometric height was determined by differential leveling and
 GJ0272.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0272.in June 1991.
 GJ0272
 GJ0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0272.GEOID18 height accuracy estimate available here.
 GJ0272
 GJ0272.Click photographs - Photos may exist for this station.
 GJ0272
 GJ0272.The dynamic height is computed by dividing the NAVD 88
 GJ0272.geopotential number by the normal gravity value computed on the
 GJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0272.degrees latitude (g = 980.6199 gals.).
 GJ0272
 GJ0272.The modeled gravity was interpolated from observed gravity values.
 GJ0272
 GJ0272;                    North         East    Units  Estimated Accuracy
 GJ0272;SPC OK N     -   161,910.      468,080.      MT  (+/- 180 meters Scaled)
 GJ0272
 GJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF577339(NAD 83)
 GJ0272
 GJ0272                          SUPERSEDED SURVEY CONTROL
 GJ0272
 GJ0272  NGVD 29 (??/??/92)  623.701  (m)         2046.26   (f) ADJ UNCH    1 2
 GJ0272
 GJ0272.Superseded values are not recommended for survey control.
 GJ0272
 GJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0272.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0272
 GJ0272_MARKER: B = BOLT
 GJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0272+STABILITY: SURFACE MOTION
 GJ0272
 GJ0272  HISTORY     - Date     Condition        Report By
 GJ0272  HISTORY     - UNK      MONUMENTED
 GJ0272  HISTORY     - 1934     GOOD             CGS
 GJ0272
 GJ0272                          STATION DESCRIPTION
 GJ0272
 GJ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0272'5.2 MI SW FROM WOODWARD.
 GJ0272'5.2 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD 60 FEET
 GJ0272'NORTH OF MILE POST 388.  138 FEET NORTHWEST OF BLOCK SIGNAL 3881.
 GJ0272'80 FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 GJ0272'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1413 ***********************************************************************
 GL1413  DESIGNATION -  BOLT ET
 GL1413  PID         -  GL1413
 GL1413  STATE/COUNTY-  OK/CIMARRON
 GL1413  COUNTRY     -  US
 GL1413  USGS QUAD   -  AUTOGRAPH CLIFF NW (2018)
 GL1413
 GL1413                         *CURRENT SURVEY CONTROL
 GL1413  ______________________________________________________________________
 GL1413* NAD 83(1997) POSITION- 36 58 38.27800(N) 102 41 15.14861(W)   ADJUSTED
 GL1413* NAVD 88 ORTHO HEIGHT -  1324.    (meters)     4344.    (feet) SCALED
 GL1413  ______________________________________________________________________
 GL1413  GEOID HEIGHT    -        -23.266 (meters)                     GEOID18
 GL1413  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 GL1413  HORZ ORDER      -  THIRD
 GL1413
 GL1413.The horizontal coordinates were established by classical geodetic methods
 GL1413.and adjusted by the National Geodetic Survey in October 1998.
 GL1413
 GL1413.The orthometric height was scaled from a topographic map.
 GL1413
 GL1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1413.GEOID18 height accuracy estimate available here.
 GL1413
 GL1413.Click photographs - Photos may exist for this station.
 GL1413
 GL1413.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1413
 GL1413. The following values were computed from the NAD 83(1997) position.
 GL1413
 GL1413;                    North         East     Units Scale Factor Converg.
 GL1413;SPC OK N     -   229,472.890   182,773.380   MT  1.00004522   -2 45 58.8
 GL1413;SPC OK N     -   752,862.31    599,649.00   sFT  1.00004522   -2 45 58.8
 GL1413;UTM  13      - 4,094,853.326   705,830.221   MT  1.00012194   +1 23 29.1
 GL1413
 GL1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1413!SPC OK N     -   0.99979598  x   1.00004522  =   0.99984119
 GL1413!UTM  13      -   0.99979598  x   1.00012194  =   0.99991789
 GL1413
 GL1413:                Primary Azimuth Mark                     Grid Az
 GL1413:SPC OK N     -  ET THISTLE                               103 08 43.0
 GL1413:UTM  13      -  ET THISTLE                               098 59 15.1
 GL1413
 GL1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0583094853(NAD 83)
 GL1413
 GL1413|---------------------------------------------------------------------|
 GL1413| PID    Reference Object                     Distance      Geod. Az  |
 GL1413|                                                           dddmmss.s |
 GL1413| CM9906 BOLT RM IN CONCRETE                                06956     |
 GL1413| GL1410 ET THISTLE                          APPROX. 7.1 KM 1002244.2 |
 GL1413|---------------------------------------------------------------------|
 GL1413
 GL1413                          SUPERSEDED SURVEY CONTROL
 GL1413
 GL1413  NAD 83(1993)-  36 58 38.27867(N)    102 41 15.14784(W) AD(       ) 3
 GL1413  NAD 83(1992)-  36 58 38.28698(N)    102 41 15.16042(W) AD(       ) 3
 GL1413  NAD 83(1992)-  36 58 38.29000(N)    102 41 15.14441(W) AD(       ) 3
 GL1413  NAD 83(1986)-  36 58 38.29003(N)    102 41 15.14439(W) AD(       ) 3
 GL1413  NAD 27      -  36 58 38.22315(N)    102 41 13.44864(W) AD(       ) 3
 GL1413
 GL1413.Superseded values are not recommended for survey control.
 GL1413
 GL1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1413.See file dsdata.pdf to determine how the superseded data were derived.
 GL1413
 GL1413_MARKER: DD = SURVEY DISK
 GL1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1413_STAMPING: BOLT ET 1961
 GL1413_MARK LOGO: USFS
 GL1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1413+STABILITY: SURFACE MOTION
 GL1413
 GL1413  HISTORY     - Date     Condition        Report By
 GL1413  HISTORY     - 1961     MONUMENTED       USFS
 GL1413
 GL1413                          STATION DESCRIPTION
 GL1413
 GL1413'DESCRIBED BY US FOREST SERVICE 1961
 GL1413'BOISE CITY, OKLAHOMA, ABOUT 20.0 MI NW. OF.  CAMPO, COLORADO, 11.0 MI
 GL1413'SW. OF.  IN CIMARRON COUNTY, OKLAHOMA, SEC. 13, T6N, R3E, CIMARRON
 GL1413'PRINCIPAL MERIDIAN.
 GL1413'
 GL1413'THE STATION IS A STANDARD USFS TABLET STAMPED---BOLT ET 1961---, SET
 GL1413'IN A CONCRETE POST PROJECTING 0.6 FT. (A 4 X 4 REDWOOD WITNESS POST
 GL1413'PAINTED WHITE WITH U. S. TRIANGLE WAS SET 5.2 FT EAST OF STATION).
 GL1413'AZIMUTH TO RM BOLT--249 56 00  DISTANCE--52.40 FEET.  REFERENCE MARK.
 GL1413'A USBR BOLT SET IN CONCRETE POST PROJECTING 6 IN. (FORMERLY A
 GL1413'REFERENCE MARK TO USBR TRIANGULATION STATION TANK 1945 WHICH WAS
 GL1413'REPORTED DESTROYED AND WHICH WAS REPLACED BY USFS TRIANGULATION
 GL1413'STATION BOLT ET 1961).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0437 ***********************************************************************
 EK0437  DESIGNATION -  BOLT HEAD 472
 EK0437  PID         -  EK0437
 EK0437  STATE/COUNTY-  OK/LATIMER
 EK0437  COUNTRY     -  US
 EK0437  USGS QUAD   -  TALIHINA (2018)
 EK0437
 EK0437                         *CURRENT SURVEY CONTROL
 EK0437  ______________________________________________________________________
 EK0437* NAD 83(1986) POSITION- 34 51 33.     (N) 095 00 34.     (W)   SCALED
 EK0437* NAVD 88 ORTHO HEIGHT -   176.554 (meters)      579.24  (feet) ADJUSTED
 EK0437  ______________________________________________________________________
 EK0437  GEOID HEIGHT    -        -31.684 (meters)                     GEOID18
 EK0437  DYNAMIC HEIGHT  -        176.370 (meters)      578.64  (feet) COMP
 EK0437  MODELED GRAVITY -    979,588.7   (mgal)                       NAVD 88
 EK0437
 EK0437  VERT ORDER      -  SECOND    CLASS 0
 EK0437
 EK0437.The horizontal coordinates were scaled from a map and have
 EK0437.an estimated accuracy of +/- 6 seconds.
 EK0437
 EK0437.The orthometric height was determined by differential leveling and
 EK0437.adjusted by the NATIONAL GEODETIC SURVEY
 EK0437.in June 1991.
 EK0437
 EK0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0437.GEOID18 height accuracy estimate available here.
 EK0437
 EK0437.Click photographs - Photos may exist for this station.
 EK0437
 EK0437.The dynamic height is computed by dividing the NAVD 88
 EK0437.geopotential number by the normal gravity value computed on the
 EK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0437.degrees latitude (g = 980.6199 gals.).
 EK0437
 EK0437.The modeled gravity was interpolated from observed gravity values.
 EK0437
 EK0437;                    North         East    Units  Estimated Accuracy
 EK0437;SPC OK S     -   173,300.      873,420.      MT  (+/- 180 meters Scaled)
 EK0437
 EK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU163592(NAD 83)
 EK0437
 EK0437                          SUPERSEDED SURVEY CONTROL
 EK0437
 EK0437  NGVD 29 (??/??/92)  176.439  (m)          578.87   (f) ADJ UNCH    2 0
 EK0437
 EK0437.Superseded values are not recommended for survey control.
 EK0437
 EK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0437.See file dsdata.pdf to determine how the superseded data were derived.
 EK0437
 EK0437_MARKER: B = BOLT
 EK0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0437_SP_SET: BRIDGE
 EK0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0437
 EK0437  HISTORY     - Date     Condition        Report By
 EK0437  HISTORY     - UNK      MONUMENTED       SLSFRR
 EK0437  HISTORY     - 1934     GOOD             CGS
 EK0437
 EK0437                          STATION DESCRIPTION
 EK0437
 EK0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0437'3.7 MI NE FROM BENGAL.
 EK0437'3.7 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0437'FROM THE STATION AT BENGAL, LATIMER COUNTY, AT THE EAST END OF
 EK0437'BRIDGE 472 OVER NORTH LONG CREEK, AND IN THE TOP OF THE SOUTH
 EK0437'SIDE.  THE TOP OF A BOLT HEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0422 ***********************************************************************
 EK0422  DESIGNATION -  BOLT HEAD 501.4
 EK0422  PID         -  EK0422
 EK0422  STATE/COUNTY-  OK/PUSHMATAHA
 EK0422  COUNTRY     -  US
 EK0422  USGS QUAD   -  CLAYTON (2019)
 EK0422
 EK0422                         *CURRENT SURVEY CONTROL
 EK0422  ______________________________________________________________________
 EK0422* NAD 83(1986) POSITION- 34 36 46.     (N) 095 16 15.     (W)   SCALED
 EK0422* NAVD 88 ORTHO HEIGHT -   173.830 (meters)      570.31  (feet) ADJUSTED
 EK0422  ______________________________________________________________________
 EK0422  GEOID HEIGHT    -        -31.568 (meters)                     GEOID18
 EK0422  DYNAMIC HEIGHT  -        173.642 (meters)      569.69  (feet) COMP
 EK0422  MODELED GRAVITY -    979,554.5   (mgal)                       NAVD 88
 EK0422
 EK0422  VERT ORDER      -  SECOND    CLASS 0
 EK0422
 EK0422.The horizontal coordinates were scaled from a map and have
 EK0422.an estimated accuracy of +/- 6 seconds.
 EK0422
 EK0422.The orthometric height was determined by differential leveling and
 EK0422.adjusted by the NATIONAL GEODETIC SURVEY
 EK0422.in June 1991.
 EK0422
 EK0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0422.GEOID18 height accuracy estimate available here.
 EK0422
 EK0422.Click photographs - Photos may exist for this station.
 EK0422
 EK0422.The dynamic height is computed by dividing the NAVD 88
 EK0422.geopotential number by the normal gravity value computed on the
 EK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0422.degrees latitude (g = 980.6199 gals.).
 EK0422
 EK0422.The modeled gravity was interpolated from observed gravity values.
 EK0422
 EK0422;                    North         East    Units  Estimated Accuracy
 EK0422;SPC OK S     -   145,300.      850,260.      MT  (+/- 180 meters Scaled)
 EK0422
 EK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU917324(NAD 83)
 EK0422
 EK0422                          SUPERSEDED SURVEY CONTROL
 EK0422
 EK0422  NGVD 29 (??/??/92)  173.736  (m)          570.00   (f) ADJ UNCH    2 0
 EK0422
 EK0422.Superseded values are not recommended for survey control.
 EK0422
 EK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0422.See file dsdata.pdf to determine how the superseded data were derived.
 EK0422
 EK0422_MARKER: B = BOLT
 EK0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0422_SP_SET: BRIDGE
 EK0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0422
 EK0422  HISTORY     - Date     Condition        Report By
 EK0422  HISTORY     - UNK      MONUMENTED       SLSFRR
 EK0422  HISTORY     - 1934     GOOD             CGS
 EK0422
 EK0422                          STATION DESCRIPTION
 EK0422
 EK0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0422'AT TUSHKAHOMA.
 EK0422'AT THE EAST EDGE OF TUSKAHOMA, PUSHMATAHA COUNTY, AND ON THE
 EK0422'ST. LOUIS-SAN FRANCISCO RAILWAY, AT THE EAST END OF BRIDGE
 EK0422'501.4 OVER KIAMICHI RIVER.  THE TOP OF THE SOUTHEAST BOLT HEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1279 ***********************************************************************
 DN1279  DESIGNATION -  BONE
 DN1279  PID         -  DN1279
 DN1279  STATE/COUNTY-  OK/LOVE
 DN1279  COUNTRY     -  US
 DN1279  USGS QUAD   -  MARIETTA WEST (2019)
 DN1279
 DN1279                         *CURRENT SURVEY CONTROL
 DN1279  ______________________________________________________________________
 DN1279* NAD 83(1993) POSITION- 33 56 26.42977(N) 097 14 14.35760(W)   ADJUSTED
 DN1279* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 DN1279  ______________________________________________________________________
 DN1279  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 DN1279  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DN1279  HORZ ORDER      -  SECOND
 DN1279
 DN1279.The horizontal coordinates were established by classical geodetic methods
 DN1279.and adjusted by the National Geodetic Survey in November 1994.
 DN1279
 DN1279.The orthometric height was scaled from a topographic map.
 DN1279
 DN1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1279.GEOID18 height accuracy estimate available here.
 DN1279
 DN1279.Click photographs - Photos may exist for this station.
 DN1279
 DN1279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1279
 DN1279. The following values were computed from the NAD 83(1993) position.
 DN1279
 DN1279;                    North         East     Units Scale Factor Converg.
 DN1279;SPC OK S     -    67,635.304   670,508.057   MT  0.99999856   +0 25 58.5
 DN1279;SPC OK S     -   221,900.16  2,199,825.18   sFT  0.99999856   +0 25 58.5
 DN1279;SPC TXNC     - 2,252,878.028   716,729.665   MT  0.99999285   +0 41 19.2
 DN1279;SPC TXNC     - 7,391,317.33  2,351,470.58   sFT  0.99999285   +0 41 19.2
 DN1279;UTM  14      - 3,756,977.507   662,902.362   MT  0.99992714   +0 59 03.8
 DN1279
 DN1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1279!SPC OK S     -   0.99996074  x   0.99999856  =   0.99995930
 DN1279!SPC TXNC     -   0.99996074  x   0.99999285  =   0.99995359
 DN1279!UTM  14      -   0.99996074  x   0.99992714  =   0.99988789
 DN1279
 DN1279:                Primary Azimuth Mark                     Grid Az
 DN1279:SPC OK S     -  BONE AZ MK                               091 08 50.7
 DN1279:SPC TXNC     -  BONE AZ MK                               090 53 30.0
 DN1279:UTM  14      -  BONE AZ MK                               090 35 45.4
 DN1279
 DN1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6290256977(NAD 83)
 DN1279
 DN1279|---------------------------------------------------------------------|
 DN1279| PID    Reference Object                     Distance      Geod. Az  |
 DN1279|                                                           dddmmss.s |
 DN1279| CX9815 BONE AZ MK                                         0913449.2 |
 DN1279| DN1274 MARIETTA TEX WATER CO WTR TANK      APPROX.10.9 KM 0922317.5 |
 DN1279| CX9816 BONE RM 1                            11.863 METERS 24530     |
 DN1279| CX9817 BONE RM 2                             4.648 METERS 34742     |
 DN1279|---------------------------------------------------------------------|
 DN1279
 DN1279                          SUPERSEDED SURVEY CONTROL
 DN1279
 DN1279  NAD 83(1986)-  33 56 26.43448(N)    097 14 14.34883(W) AD(       ) 2
 DN1279  NAD 27      -  33 56 26.07200(N)    097 14 13.29260(W) AD(       ) 2
 DN1279
 DN1279.Superseded values are not recommended for survey control.
 DN1279
 DN1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1279.See file dsdata.pdf to determine how the superseded data were derived.
 DN1279
 DN1279_MARKER: DS = TRIANGULATION STATION DISK
 DN1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1279_STAMPING: BONE 1955
 DN1279_MARK LOGO: CGS
 DN1279_PROJECTION: FLUSH
 DN1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1279+STABILITY: SURFACE MOTION
 DN1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1279+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2012
 DN1279
 DN1279  HISTORY     - Date     Condition        Report By
 DN1279  HISTORY     - 1955     MONUMENTED       CGS
 DN1279  HISTORY     - 1971     GOOD             NGS
 DN1279  HISTORY     - 20030904 GOOD             ALMLS
 DN1279  HISTORY     - 20120714 GOOD             GEOCAC
 DN1279
 DN1279                          STATION DESCRIPTION
 DN1279
 DN1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 DN1279'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MARIETTA ALONG
 DN1279'THE NORTH SIDE OF STATE ROUTE 32 AND IN THE FENCE CORNER
 DN1279'AT THE ENTRANCE GATE TO THE FARM PROPERTY OF MR. WILLIAM RILEY.
 DN1279'IT IS 67.5 FEET NORTH OF THE CENTER OF STATE ROUTE 32, 20
 DN1279'FEET NORTHWEST OF A FENCE CORNER POST, 15 FEET SOUTH-SOUTHWEST
 DN1279'OF THE WEST END OF AN ALUMINUM GATE AND 4 FEET WEST OF A
 DN1279'FENCE.  IT IS SET FLUSH WITH THE SURFACE AND THE DISK IS
 DN1279'STAMPED BONE 1955.
 DN1279'
 DN1279'REFERENCE MARK NO. 1 IS 47 FEET WEST OF A FENCE CORNER POST AND
 DN1279'1 FOOT NORTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE AND
 DN1279'THE DISK IS STAMPED BONE NO 1 1955.
 DN1279'
 DN1279'REFERENCE MARK NO. 2 IS AT THE WEST GATE POST OF AN ALUMINUM
 DN1279'GATE LEADING INTO THE FARM PROPERTY, 34.5 FEET NORTH-NORTHWEST
 DN1279'OF A FENCE CORNER POST AND 1 FOOT WEST OF THE WEST END OF THE
 DN1279'ALUMINUM GATE.  IT IS SET FLUSH WITH THE SURFACE AND THE DISK
 DN1279'IS STAMPED BONE NO 2 1955.
 DN1279'
 DN1279'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 44.71 FEET.
 DN1279'
 DN1279'THE AZIMUTH MARK IS CEMENTED FLUSH IN A DRILL HOLE IN THE
 DN1279'WEST HEAD WALL OF A CONCRETE CULVERT.  THIS IS ON THE NORTH
 DN1279'SIDE OF STATE ROUTE 32 NEAR AN ALUMINUM GATE LEADING INTO
 DN1279'A CULTIVATED FIELD, 30 FEET SOUTH OF THE WEST END OF THE GATE,
 DN1279'20 FEET NORTH OF THE CENTER OF STATE ROUTE 32 AND 12 FEET
 DN1279'WEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE GATE.  THE
 DN1279'DISK IS STAMPED BONE 1955.
 DN1279'
 DN1279'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA GO
 DN1279'WEST ON THE MAIN STREET FOR 0.5 MILE TO THE JUNCTION WITH U.S.
 DN1279'HIGHWAY 77, TURN RIGHT ON THE HIGHWAY AND GO NORTH FOR 0.2 MILE
 DN1279'TO THE JUNCTION WITH STATE ROUTE 32, TURN LEFT AND GO WEST
 DN1279'ON STATE ROUTE 32 FOR 5.8 MILES, (AZIMUTH MARK ON THE RIGHT
 DN1279'AS DESCRIBED), CONTINUE WEST FOR 0.35 MILE TO THE ENTRANCE ON
 DN1279'THE RIGHT TO THE FARM PROPERTY OF MR. WILLIAM RILEY AND THE
 DN1279'STATION AS DESCRIBED.
 DN1279
 DN1279                          STATION RECOVERY (1971)
 DN1279
 DN1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DN1279'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 DN1279'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS
 DN1279'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 DN1279'FOR RECOVERY.
 DN1279'
 DN1279'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK NO. 2.
 DN1279'
 DN1279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 DN1279'WEST OF MARIETTA.
 DN1279
 DN1279                          STATION RECOVERY (2003)
 DN1279
 DN1279'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003
 DN1279'DESCRIPTION IS ADEQUATE. MONUMENT IS UNDER THE WEST FENCELINE OF THE
 DN1279'ENTRANCE DRIVE.
 DN1279
 DN1279                          STATION RECOVERY (2012)
 DN1279
 DN1279'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 DN1279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0690 ***********************************************************************
 EM0690  DESIGNATION -  BOONE AZ MK
 EM0690  PID         -  EM0690
 EM0690  STATE/COUNTY-  OK/CADDO
 EM0690  COUNTRY     -  US
 EM0690  USGS QUAD   -  BOONE (2018)
 EM0690
 EM0690                         *CURRENT SURVEY CONTROL
 EM0690  ______________________________________________________________________
 EM0690* NAD 83(1993) POSITION- 34 55 30.21732(N) 098 27 44.55044(W)   ADJUSTED
 EM0690* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 EM0690  ______________________________________________________________________
 EM0690  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 EM0690  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 EM0690  HORZ ORDER      -  SECOND
 EM0690
 EM0690.The horizontal coordinates were established by classical geodetic methods
 EM0690.and adjusted by the National Geodetic Survey in November 1994.
 EM0690
 EM0690.The orthometric height was scaled from a topographic map.
 EM0690
 EM0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0690.GEOID18 height accuracy estimate available here.
 EM0690
 EM0690.Click photographs - Photos may exist for this station.
 EM0690
 EM0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0690
 EM0690. The following values were computed from the NAD 83(1993) position.
 EM0690
 EM0690;                    North         East     Units Scale Factor Converg.
 EM0690;SPC OK S     -   176,658.520   557,754.284   MT  0.99995358   -0 15 44.8
 EM0690;SPC OK S     -   579,587.16  1,829,898.85   sFT  0.99995358   -0 15 44.8
 EM0690;UTM  14      - 3,864,864.491   549,104.096   MT  0.99962972   +0 18 28.1
 EM0690
 EM0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0690!SPC OK S     -   0.99993723  x   0.99995358  =   0.99989082
 EM0690!UTM  14      -   0.99993723  x   0.99962972  =   0.99956698
 EM0690
 EM0690:                Primary Azimuth Mark                     Grid Az
 EM0690:SPC OK S     -  BOONE RESET                              180 05 30.3
 EM0690:UTM  14      -  BOONE RESET                              179 31 17.4
 EM0690
 EM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4910464864(NAD 83)
 EM0690
 EM0690|---------------------------------------------------------------------|
 EM0690| PID    Reference Object                     Distance      Geod. Az  |
 EM0690|                                                           dddmmss.s |
 EM0690| EM0689 BOONE RM 3                          426.927 METERS 1773828.1 |
 EM0690| CX7635 BOONE RM 2                                         17755     |
 EM0690| EM0688 BOONE RESET                         499.284 METERS 1794945.5 |
 EM0690|---------------------------------------------------------------------|
 EM0690
 EM0690                          SUPERSEDED SURVEY CONTROL
 EM0690
 EM0690  NAD 83(1986)-  34 55 30.22280(N)    098 27 44.53558(W) AD(       ) 2
 EM0690  NAD 27      -  34 55 29.99312(N)    098 27 43.32329(W) AD(       ) 2
 EM0690
 EM0690.Superseded values are not recommended for survey control.
 EM0690
 EM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0690.See file dsdata.pdf to determine how the superseded data were derived.
 EM0690
 EM0690_MARKER: DZ = AZIMUTH MARK DISK
 EM0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0690_STAMPING: BOONE 1947
 EM0690_MARK LOGO: CGS
 EM0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0690+STABILITY: SURFACE MOTION
 EM0690
 EM0690  HISTORY     - Date     Condition        Report By
 EM0690  HISTORY     - 1947     MONUMENTED       CGS
 EM0690  HISTORY     - 1974     GOOD             NGS
 EM0690  HISTORY     - 19991220 GOOD             LOCSUR
 EM0690
 EM0690                          STATION DESCRIPTION
 EM0690
 EM0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0690'TO REACH THE STATION FROM THE INTERSECTION OF COBLAKE AND EVANS
 EM0690'STREETS IN APACHE, GO NORTH ON US HIGHWAYS 62 AND 281 FOR 0.35 MILE
 EM0690'TO JUNCTION WITH STATE HIGHWAY 19, TURN LEFT AND GO WEST ON STATE
 EM0690'HIGHWAY 19 FOR 5.45 MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH
 EM0690'FOR 0.2 MILE TO BOONE STORE AND SCHOOL, CONTINUE NORTH FOR 1.5
 EM0690'MILES TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 EM0690'
 EM0690'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ABOUT 25 FEET
 EM0690'WEST OF THE CENTER OF THE ROAD, ABOUT 5 FEET NORTH OF A GATE POST
 EM0690'AND 1 FOOT EAST OF FENCE LINE.  A STANDARD DISK STAMPED BOONE 1947
 EM0690'AND SET IN THE TOP OF A SQUARE CONCRETE POST.
 EM0690
 EM0690                          STATION RECOVERY (1999)
 EM0690
 EM0690'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0690'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0688 ***********************************************************************
 EM0688  DESIGNATION -  BOONE RESET
 EM0688  PID         -  EM0688
 EM0688  STATE/COUNTY-  OK/CADDO
 EM0688  COUNTRY     -  US
 EM0688  USGS QUAD   -  BOONE (2018)
 EM0688
 EM0688                         *CURRENT SURVEY CONTROL
 EM0688  ______________________________________________________________________
 EM0688* NAD 83(1993) POSITION- 34 55 14.01553(N) 098 27 44.49184(W)   ADJUSTED
 EM0688* NAVD 88 ORTHO HEIGHT -   435.9   (meters)     1430.    (feet) VERTCON3
 EM0688  ______________________________________________________________________
 EM0688  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 EM0688  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC18
 EM0688  HORZ ORDER      -  SECOND
 EM0688
 EM0688.The horizontal coordinates were established by classical geodetic methods
 EM0688.and adjusted by the National Geodetic Survey in November 1994.
 EM0688
 EM0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0688
 EM0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0688.GEOID18 height accuracy estimate available here.
 EM0688
 EM0688.Click photographs - Photos may exist for this station.
 EM0688
 EM0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0688
 EM0688. The following values were computed from the NAD 83(1993) position.
 EM0688
 EM0688;                    North         East     Units Scale Factor Converg.
 EM0688;SPC OK S     -   176,159.260   557,753.484   MT  0.99995312   -0 15 44.8
 EM0688;SPC OK S     -   577,949.17  1,829,896.22   sFT  0.99995312   -0 15 44.8
 EM0688;UTM  14      - 3,864,365.410   549,108.263   MT  0.99962972   +0 18 28.0
 EM0688
 EM0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0688!SPC OK S     -   0.99993569  x   0.99995312  =   0.99988882
 EM0688!UTM  14      -   0.99993569  x   0.99962972  =   0.99956544
 EM0688
 EM0688:                Primary Azimuth Mark                     Grid Az
 EM0688:SPC OK S     -  BOONE AZ MK                              000 05 30.3
 EM0688:UTM  14      -  BOONE AZ MK                              359 31 17.5
 EM0688
 EM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4910864365(NAD 83)
 EM0688
 EM0688|---------------------------------------------------------------------|
 EM0688| PID    Reference Object                     Distance      Geod. Az  |
 EM0688|                                                           dddmmss.s |
 EM0688| EM0689 BOONE RM 3                           74.473 METERS 01228     |
 EM0688| CX7635 BOONE RM 2                           16.616 METERS 08629     |
 EM0688| EM0677 APACHE MUNICIPAL TANK               APPROX. 9.5 KM 1093223.4 |
 EM0688| CX7634 BOONE RM 1                           15.840 METERS 35804     |
 EM0688| EM0690 BOONE AZ MK                         499.284 METERS 3594945.5 |
 EM0688|---------------------------------------------------------------------|
 EM0688
 EM0688                          SUPERSEDED SURVEY CONTROL
 EM0688
 EM0688  NAD 83(1986)-  34 55 14.02099(N)    098 27 44.47696(W) AD(       ) 2
 EM0688  NAD 27      -  34 55 13.79100(N)    098 27 43.26500(W) AD(       ) 2
 EM0688  NGVD 29 (07/19/86)  435.8    (m)         1430.     (f) VERT ANG       
 EM0688
 EM0688.Superseded values are not recommended for survey control.
 EM0688
 EM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0688.See file dsdata.pdf to determine how the superseded data were derived.
 EM0688
 EM0688_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0688_STAMPING: BOONE 1947 1973
 EM0688_MARK LOGO: NGS
 EM0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0688+STABILITY: SURFACE MOTION
 EM0688
 EM0688  HISTORY     - Date     Condition        Report By
 EM0688  HISTORY     - 1947     MONUMENTED       CGS
 EM0688  HISTORY     - 1963     GOOD             CGS
 EM0688  HISTORY     - 1973     GOOD             NGS
 EM0688  HISTORY     - 1974     SEE DESCRIPTION  NGS
 EM0688  HISTORY     - 20000201 GOOD             LOCSUR
 EM0688
 EM0688                          STATION DESCRIPTION
 EM0688
 EM0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0688'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF APACHE,
 EM0688'AND 1-1/2 MILES NORTH OF THE VILLAGE OF BOONE.  IT IS SET
 EM0688'ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST OF THE CENTER OF
 EM0688'THE ROAD, 18 FEET NORTH OF FENCE CORNER, 3 FEET EAST OF THE
 EM0688'FENCE LINE AND IS WITNESSED BY A WHITE REFERENCE POST THAT
 EM0688'IS SET IN THE FENCE LINE.  THE DISK, STAMPED BOONE 1947, IS
 EM0688'SET FLUSH.
 EM0688'
 EM0688'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 1 FOOT EAST
 EM0688'OF THE FENCE LINE.  IT IS STAMPED BOONE NO 1 1947 AND PROJECTS
 EM0688'4 INCHES.
 EM0688'
 EM0688'REFERENCE MARK NO. 2 IS SET ACROSS THE ROAD FROM THE STATION,
 EM0688'3 FEET NORTH OF A WIRE GATE, AND 1 FOOT WEST OF THE FENCE LINE.
 EM0688'IT IS STAMPED BOONE NO 2 1947 AND PROJECTS 6 INCHES.
 EM0688'
 EM0688'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH OF THE STATION,
 EM0688'25 FEET WEST OF THE CENTER OF ROAD, 5 FEET NORTH OF AN IRON
 EM0688'GATE AND 1 FOOT EAST OF THE FENCE LINE.  THE DISK IS STAMPED
 EM0688'BOONE 1947 AND PROJECTS 3 INCHES.  IT IS WITNESSED BY A WHITE
 EM0688'REFERENCE POST.
 EM0688'
 EM0688'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 281 AND
 EM0688'STATE HIGHWAY 58 IN APACHE, GO WESTERLY ON STATE HIGHWAY 58
 EM0688'FOR 6.2 MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR
 EM0688'0.15 MILE TO THE BOONE STORE ON THE LEFT, CONTINUE NORTH
 EM0688'FOR 1.3 MILES TO A POINT WHERE THE ROAD TURNS RIGHT, TURN
 EM0688'RIGHT AND FOLLOW MAIN ROAD FOR 0.35 MILE TO TOP OF HILL, WIRE
 EM0688'GATES ON BOTH SIDES, AND THE STATION AS DESCRIBED.  THE
 EM0688'AZIMUTH MARK IS REACHED BY CONTINUING NORTH FOR 0.3 MILE.
 EM0688'
 EM0688'FOUR FOOT SIGNALS AT EDWARDS 2, ABILENE, FLETCHER, MT SCOTT
 EM0688'AND ALDEN 1921 ARE VISIBLE FROM THE GROUND.
 EM0688
 EM0688                          STATION RECOVERY (1963)
 EM0688
 EM0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0688'THE SURFACE STATION MONUMENT AT THIS STATION HAS BEEN DESTROYED
 EM0688'DUE TO ROAD IMPROVEMENT.  THE UNDERGROUND-STATION MARK WAS
 EM0688'FOUND TO BE IN GOOD CONDITION.  THE DISTANCES CHECKED TO THE
 EM0688'REFERENCE MARKS.
 EM0688'
 EM0688'THE STATION IS ABOUT 5-1/3 MILES WEST AND 1-3/4 MILES NORTH
 EM0688'OF APACHE, IN THE EAST CENTER OF SEC. 9, T 5 N, R 12 W, 27
 EM0688'FEET WEST OF THE CENTER OF THE ROAD, 22.5 FEET NORTH OF A
 EM0688'T-FENCE POST, 33.0 FEET NORTH OF A TELEPHONE POLE WITH GUY-WIRE,
 EM0688'3.5 FEET EAST OF A FENCE LINE AND 3.0 FEET EAST OF A 4 X 4-INCH
 EM0688'WITNESS POST WHICH WAS RESET AT THIS TIME.  A STANDARD DISK
 EM0688'STAMPED BOONE 1947 AND SET IN ANIRREGULAR PIECE OF CONCRETE
 EM0688'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.  A POP-BOTTLE
 EM0688'WAS PLACED OVER THE MARK.
 EM0688'
 EM0688'REFERENCE MARK NO. 1 IS 51.98 FEET NORTH OF THE STATION, 73.5
 EM0688'FEET NORTH OF A T-FENCE POST, 51.5 FEET NORTH OF WITNESS
 EM0688'POST AND 28.0 FEET WEST OF THE CENTER OF THE ROAD, AND 1.0
 EM0688'FOOT EAST OF THE FENCE LINE.  A STANDARD DISK STAMPED BOONE
 EM0688'NO 1 1947 AND SET IN THE TOP OF A SQUARE CONCRETE POST.
 EM0688'
 EM0688'REFERENCE MARK NO. 2 IS 54.58 FEET EAST OF THE STATION, 28.0
 EM0688'FEET EAST OF THE CENTER OF THE ROAD, 16.5 FEET NORTH OF A
 EM0688'T-FENCE POST AND 1.0 FOOT WEST OF A FENCE LINE.  A STANDARD
 EM0688'DISK STAMPED BOONE NO 2 1947 AND SET IN THE TOP OF A SQUARE
 EM0688'CONCRETE POST.
 EM0688'
 EM0688'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, ABOUT
 EM0688'25 FEET WEST OF THE CENTER OF THE ROAD, ABOUT 5 FEET NORTH
 EM0688'OF A GATE POST AND 1 FOOT EAST OF FENCE LINE.  A STANDARD
 EM0688'DISK STAMPED BOONE 1947 AND SET IN THE TOP OF A SQUARE CONCRETE
 EM0688'POST.
 EM0688'
 EM0688'TO REACH THE STATION FROM THE INTERSECTION OF COBLAKE AND EVANS
 EM0688'STREETS IN APACHE, GO NORTH ON U.S. HIGHWAYS 62 AND 281 FOR
 EM0688'0.35 MILE TO JUNCTION WITH STATE HIGHWAY 19, TURN LEFT AND
 EM0688'GO WEST ON STATE HIGHWAY 19 FOR 5.45 MILES TO A CROSS ROAD,
 EM0688'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO BOONE STORE AND
 EM0688'SCHOOL, CONTINUE NORTH FOR 1.5 MILES TO THE STATION ON THE
 EM0688'LEFT, WEST SIDE OF THE ROAD.
 EM0688
 EM0688                          STATION RECOVERY (1973)
 EM0688
 EM0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0688'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EM0688'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 EM0688'SURFACE MARK HAD BEEN DESTROYED BY ROAD-GRADING.  A DIFFERENCE WAS
 EM0688'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2.  THE DISTANCE
 EM0688'AND DIRECTION CHECKED TO REFERENCE MARK NO. 1.
 EM0688'
 EM0688'A NEW STATION SURFACE MARK WAS ESTABLISHED AT THIS TIME.
 EM0688'
 EM0688'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EM0688'
 EM0688'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF APACHE, 1-1/2
 EM0688'MILES NORTH OF STATE HWY. 19 AND ABOUT 1.0 MILE NORTH OF THE BOONE
 EM0688'SCHOOL AND ON THE WEST RIGHT-OF-WAY OF A COUNTY ROAD.
 EM0688'
 EM0688'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 62, 281
 EM0688'AND STATE HIGHWAY 19, WHICH IS LOCATED ON THE WEST EDGE OF APACHE.
 EM0688'GO WEST ON STATE HIGHWAY 19 FOR 5.35 MILES TO CROSSROADS AND SIGN
 EM0688'ON THE RIGHT READING BOONE.  TURN RIGHT AND GO NORTH ON GRADED
 EM0688'ROAD FOR 1.6 MILES TO THE TOP OF KNOLL AND STATION ON THE LEFT.
 EM0688'
 EM0688'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY ROAD
 EM0688'FOR 0.3 MILE TO A TRACK ROAD ON THE LEFT AND AZIMUTH MARK ON THE
 EM0688'LEFT.
 EM0688'
 EM0688'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 EM0688'POST, THAT PROJECTS 4-INCHES AND IS STAMPED CROSBY 1947 1973.  IT IS
 EM0688'26 FEET WEST OF THE CENTER OF GRAVEL ROAD, 33 FEET NORTH OF A
 EM0688'TELEPHONE POLE, 23 FEET NORTH OF A T FENCE-CORNER, 4 FEET EAST OF
 EM0688'FENCE-LINE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 EM0688'
 EM0688'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0688'CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED BOONE NO 1
 EM0688'1947.  IT IS 74 FEET NORTH OF A T FENCE-CORNER, 29 FEET WEST OF THE
 EM0688'CENTER OF GRAVEL ROAD AND 1-FOOT EAST OF THE FENCE-LINE.
 EM0688'
 EM0688'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0688'CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED BOONE NO 2
 EM0688'1947.  IT IS 30 FEET NORTH OF A T FENCE-CORNER, 31 FEET EAST OF THE
 EM0688'CENTER OF GRAVEL ROAD AND 1-FOOT WEST OF THE FENCE-LINE.
 EM0688'
 EM0688'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EM0688'POST, THAT PROJECTS 6-INCHES AND IS STAMPED BOONE 1947.  IT IS 30
 EM0688'FEET WEST OF THE CENTER OF GRAVEL ROAD, 14 FEET NORTH OF THE CENTER
 EM0688'OF TRACK ROAD, 7 FEET NORTH OF THE NORTH END OF WIRE-GATE, 1.6
 EM0688'FEET SOUTHEAST OF A METAL WITNESS POST AND 1-FOOT EAST OF THE
 EM0688'FENCE-LINE.
 EM0688'
 EM0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APACHE 6-MILES
 EM0688'WNW.
 EM0688
 EM0688                          STATION RECOVERY (1974)
 EM0688
 EM0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0688'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1973 RECOVERY
 EM0688'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EM0688'
 EM0688'REFERENCE MARK NO. 3 WAS ESTABLSIHED BY THE U.S. ARMY AND
 EM0688'WAS REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE TO
 EM0688'THE STATION.
 EM0688'
 EM0688'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY
 EM0688'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 EM0688'THAT IS FLUSH WITH THE GROUND AND IS STAMPED BOONE 1947
 EM0688'NO 3 USA 1974.  IT IS 32 FEET EAST OF THE CENTER OF GRAVEL
 EM0688'ROAD AND 2 FEET WEST OF THE FENCE-LINE.
 EM0688'
 EM0688'THE 1963 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EM0688
 EM0688                          STATION RECOVERY (2000)
 EM0688
 EM0688'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0688'RECOVERED IN GOOD CONDITION.  NOTE--CONSIDERED GOOD GPS OCCUPATION
 EM0688'POINT, NO OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0689 ***********************************************************************
 EM0689  DESIGNATION -  BOONE RM 3
 EM0689  PID         -  EM0689
 EM0689  STATE/COUNTY-  OK/CADDO
 EM0689  COUNTRY     -  US
 EM0689  USGS QUAD   -  BOONE (2018)
 EM0689
 EM0689                         *CURRENT SURVEY CONTROL
 EM0689  ______________________________________________________________________
 EM0689* NAD 83(1993) POSITION- 34 55 16.37517(N) 098 27 43.85816(W)   ADJUSTED
 EM0689* NAVD 88 ORTHO HEIGHT -   432.    (meters)     1417.    (feet) SCALED
 EM0689  ______________________________________________________________________
 EM0689  GEOID HEIGHT    -        -26.246 (meters)                     GEOID18
 EM0689  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC18
 EM0689  HORZ ORDER      -  SECOND
 EM0689
 EM0689.The horizontal coordinates were established by classical geodetic methods
 EM0689.and adjusted by the National Geodetic Survey in November 1994.
 EM0689
 EM0689.The orthometric height was scaled from a topographic map.
 EM0689
 EM0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0689.GEOID18 height accuracy estimate available here.
 EM0689
 EM0689.Click photographs - Photos may exist for this station.
 EM0689
 EM0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0689
 EM0689. The following values were computed from the NAD 83(1993) position.
 EM0689
 EM0689;                    North         East     Units Scale Factor Converg.
 EM0689;SPC OK S     -   176,231.898   557,769.900   MT  0.99995319   -0 15 44.4
 EM0689;SPC OK S     -   578,187.49  1,829,950.08   sFT  0.99995319   -0 15 44.4
 EM0689;UTM  14      - 3,864,438.184   549,123.951   MT  0.99962974   +0 18 28.4
 EM0689
 EM0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0689!SPC OK S     -   0.99993629  x   0.99995319  =   0.99988948
 EM0689!UTM  14      -   0.99993629  x   0.99962974  =   0.99956605
 EM0689
 EM0689:                Primary Azimuth Mark                     Grid Az
 EM0689:SPC OK S     -  BOONE AZ MK                              357 54 12.9
 EM0689:UTM  14      -  BOONE AZ MK                              357 20 00.1
 EM0689
 EM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4912364438(NAD 83)
 EM0689
 EM0689|---------------------------------------------------------------------|
 EM0689| PID    Reference Object                     Distance      Geod. Az  |
 EM0689|                                                           dddmmss.s |
 EM0689| CX7635 BOONE RM 2                                         17936     |
 EM0689| EM0688 BOONE RESET                          74.473 METERS 19228     |
 EM0689| EM0690 BOONE AZ MK                         426.927 METERS 3573828.5 |
 EM0689|---------------------------------------------------------------------|
 EM0689
 EM0689                          SUPERSEDED SURVEY CONTROL
 EM0689
 EM0689  NAD 83(1986)-  34 55 16.38066(N)    098 27 43.84328(W) AD(       ) 2
 EM0689  NAD 27      -  34 55 16.15063(N)    098 27 42.63131(W) AD(       ) 2
 EM0689
 EM0689.Superseded values are not recommended for survey control.
 EM0689
 EM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0689.See file dsdata.pdf to determine how the superseded data were derived.
 EM0689
 EM0689_MARKER: DR = REFERENCE MARK DISK
 EM0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0689_STAMPING: BOONE 1947 NO 3 USA 1974
 EM0689_MARK LOGO: NGS
 EM0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0689+STABILITY: SURFACE MOTION
 EM0689
 EM0689  HISTORY     - Date     Condition        Report By
 EM0689  HISTORY     - 1974     MONUMENTED       USA
 EM0689  HISTORY     - 20000202 GOOD             LOCSUR
 EM0689
 EM0689                          STATION DESCRIPTION
 EM0689
 EM0689'DESCRIBED BY US ARMY 1974 (CLN)
 EM0689'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THE US ARMY AND WAS REQUESTED
 EM0689'BY THE ARMY THAT A TRAVERSE TIE BE MADE TO THE STATION.
 EM0689'
 EM0689'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EM0689'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH
 EM0689'WITH THE GROUND AND IS STAMPED BOONE 1947 NO 3 USA 1974.  IT IS 32
 EM0689'FEET EAST OF THE CENTER OF GRAVEL ROAD AND 2 FEET WEST OF THE
 EM0689'FENCE-LINE.
 EM0689'
 EM0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APACHE 6-MILES
 EM0689'WNW.
 EM0689
 EM0689                          STATION RECOVERY (2000)
 EM0689
 EM0689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0689'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0949 ***********************************************************************
 GK0949  DESIGNATION -  BOOTH
 GK0949  PID         -  GK0949
 GK0949  STATE/COUNTY-  OK/TEXAS
 GK0949  COUNTRY     -  US
 GK0949  USGS QUAD   -  EVA NE (2018)
 GK0949
 GK0949                         *CURRENT SURVEY CONTROL
 GK0949  ______________________________________________________________________
 GK0949* NAD 83(1997) POSITION- 36 53 30.16698(N) 101 46 07.77889(W)   ADJUSTED
 GK0949* NAVD 88 ORTHO HEIGHT -  1059.    (meters)     3474.    (feet) SCALED
 GK0949  ______________________________________________________________________
 GK0949  GEOID HEIGHT    -        -25.470 (meters)                     GEOID18
 GK0949  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 GK0949  HORZ ORDER      -  FIRST
 GK0949
 GK0949.The horizontal coordinates were established by classical geodetic methods
 GK0949.and adjusted by the National Geodetic Survey in October 1998.
 GK0949
 GK0949.The orthometric height was scaled from a topographic map.
 GK0949
 GK0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0949.GEOID18 height accuracy estimate available here.
 GK0949
 GK0949.Click photographs - Photos may exist for this station.
 GK0949
 GK0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0949
 GK0949. The following values were computed from the NAD 83(1997) position.
 GK0949
 GK0949;                    North         East     Units Scale Factor Converg.
 GK0949;SPC OK N     -   216,420.179   264,131.141   MT  1.00002521   -2 13 27.0
 GK0949;SPC OK N     -   710,038.54    866,570.25   sFT  1.00002521   -2 13 27.0
 GK0949;SPC TX N     - 1,320,870.159   176,031.549   MT  1.00024237   -0 09 20.9
 GK0949;SPC TX N     - 4,333,554.85    577,530.17   sFT  1.00024237   -0 09 20.9
 GK0949;UTM  14      - 4,086,440.332   253,264.643   MT  1.00035005   -1 39 46.7
 GK0949
 GK0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0949!SPC OK N     -   0.99983776  x   1.00002521  =   0.99986296
 GK0949!SPC TX N     -   0.99983776  x   1.00024237  =   1.00008009
 GK0949!UTM  14      -   0.99983776  x   1.00035005  =   1.00018775
 GK0949
 GK0949:                Primary Azimuth Mark                     Grid Az
 GK0949:SPC OK N     -  BOOTH AZ MK                              279 32 37.5
 GK0949:SPC TX N     -  BOOTH AZ MK                              277 28 31.4
 GK0949:UTM  14      -  BOOTH AZ MK                              278 58 57.2
 GK0949
 GK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5326486440(NAD 83)
 GK0949
 GK0949|---------------------------------------------------------------------|
 GK0949| PID    Reference Object                     Distance      Geod. Az  |
 GK0949|                                                           dddmmss.s |
 GK0949| CM8471 BOOTH RM 1                           39.709 METERS 26621     |
 GK0949| CM8470 BOOTH AZ MK                                        2771910.5 |
 GK0949| CM8472 BOOTH RM 2                           70.345 METERS 33111     |
 GK0949|---------------------------------------------------------------------|
 GK0949
 GK0949                          SUPERSEDED SURVEY CONTROL
 GK0949
 GK0949  NAD 83(1993)-  36 53 30.16643(N)    101 46 07.77895(W) AD(       ) 1
 GK0949  NAD 83(1992)-  36 53 30.17759(N)    101 46 07.76811(W) AD(       ) 1
 GK0949  NAD 83(1986)-  36 53 30.17894(N)    101 46 07.76768(W) AD(       ) 1
 GK0949  NAD 27      -  36 53 30.09505(N)    101 46 06.19721(W) AD(       ) 1
 GK0949
 GK0949.Superseded values are not recommended for survey control.
 GK0949
 GK0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0949.See file dsdata.pdf to determine how the superseded data were derived.
 GK0949
 GK0949_MARKER: DS = TRIANGULATION STATION DISK
 GK0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0949_STAMPING: BOOTH 1934
 GK0949_MARK LOGO: CGS
 GK0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0949+STABILITY: SURFACE MOTION
 GK0949
 GK0949  HISTORY     - Date     Condition        Report By
 GK0949  HISTORY     - 1934     MONUMENTED       CGS
 GK0949
 GK0949                          STATION DESCRIPTION
 GK0949
 GK0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0949'STATION IS 11 MILES AIRLINE SE OF ELKHART, IN SEC. 21, T 5 N,
 GK0949'R 12 E.  LOCATED IN THE SE CORNER OF THE MACHINERY LOT AND
 GK0949'ABOUT 100 YARDS SW OF MR. R.L. BOOTHS FARMHOUSE, 238 FEET
 GK0949'S OF THE CENTER LINE OF E-W GRADED ROAD, 12 FEET N OF E-W FENCE,
 GK0949'13 FEET W OF N-S FENCE, 18 FEET NW OF FENCE CORNER.
 GK0949'
 GK0949'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 GK0949'DISKS SET IN CONCRETE POSTS.
 GK0949'
 GK0949'REFERENCE MARK NO. 1 IS W OF STATION, 2 FEET N OF E-W FENCE,
 GK0949'2 FEET E OF N-S FENCE AND 3 FEET NE OF FENCE CORNER.
 GK0949'
 GK0949'REFERENCE MARK NO. 2 IS NW OF STATION, 35 FEET S OF E-W ROAD,
 GK0949'18 FEET E OF FENCE CORNER.
 GK0949'
 GK0949'AZIMUTH MARK IS W OF STATION, 1.5 FEET N OF E-W FENCE, 17 FEET
 GK0949'N OF CENTER LINE OF E-W ROAD, 22 FEET E OF CENTER LINE OF N-S
 GK0949'ROAD, 28 FEET NE OF INTERSECTION OF ROADS.
 GK0949'
 GK0949'ALL MARKS PROJECT 4 INCHES.
 GK0949'
 GK0949'STATION IS REACHED FROM ELKHART, BY DRIVING S ON STATE HIGHWAY
 GK0949'27 FOR 6.0 MILES TO INTERSECTION OF GRADED CROSS ROAD.  TURN
 GK0949'E HERE AND DRIVE 7.0 MILES TO GRADED CROSS ROAD.  TURN S AND GO
 GK0949'1.0 MILE AND THEN TURN E AND GO 0.4 MILE TO FARMHOUSES OF
 GK0949'MR. BOOTH AND STATION.
 GK0949'
 GK0949'A 35-FOOT STAND WILL CLEAR ALL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0937 ***********************************************************************
 GH0937  DESIGNATION -  BOOTS
 GH0937  PID         -  GH0937
 GH0937  STATE/COUNTY-  OK/OSAGE
 GH0937  COUNTRY     -  US
 GH0937  USGS QUAD   -  PEARSONIA NW (2018)
 GH0937
 GH0937                         *CURRENT SURVEY CONTROL
 GH0937  ______________________________________________________________________
 GH0937* NAD 83(1997) POSITION- 36 59 56.88237(N) 096 29 47.79536(W)   ADJUSTED
 GH0937* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH0937  ______________________________________________________________________
 GH0937  GEOID HEIGHT    -        -29.174 (meters)                     GEOID18
 GH0937  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GH0937  HORZ ORDER      -  FIRST
 GH0937
 GH0937.The horizontal coordinates were established by classical geodetic methods
 GH0937.and adjusted by the National Geodetic Survey in October 1998.
 GH0937
 GH0937.The orthometric height was scaled from a topographic map.
 GH0937
 GH0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0937.GEOID18 height accuracy estimate available here.
 GH0937
 GH0937.Click photographs - Photos may exist for this station.
 GH0937
 GH0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0937
 GH0937. The following values were computed from the NAD 83(1997) position.
 GH0937
 GH0937;                    North         East     Units Scale Factor Converg.
 GH0937;SPC OK N     -   222,858.117   733,822.225   MT  1.00005068   +0 53 14.0
 GH0937;SPC OK N     -   731,160.34  2,407,548.42   sFT  1.00005068   +0 53 14.0
 GH0937;UTM  14      - 4,097,706.074   722,764.056   MT  1.00021136   +1 30 25.8
 GH0937
 GH0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0937!SPC OK N     -   0.99994948  x   1.00005068  =   1.00000015
 GH0937!UTM  14      -   0.99994948  x   1.00021136  =   1.00016082
 GH0937
 GH0937:                Primary Azimuth Mark                     Grid Az
 GH0937:SPC OK N     -  BOOTS AZ MK                              226 24 56.7
 GH0937:UTM  14      -  BOOTS AZ MK                              225 47 44.9
 GH0937
 GH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2276497706(NAD 83)
 GH0937
 GH0937|---------------------------------------------------------------------|
 GH0937| PID    Reference Object                     Distance      Geod. Az  |
 GH0937|                                                           dddmmss.s |
 GH0937| CI1203 BOOTS RM 1                           21.071 METERS 06814     |
 GH0937| CI1202 BOOTS AZ MK                                        2271810.7 |
 GH0937| GH0938 BOOTS PIPE                            5.215 METERS 28232     |
 GH0937| CI1204 BOOTS RM 2                           17.273 METERS 29537     |
 GH0937|---------------------------------------------------------------------|
 GH0937
 GH0937                          SUPERSEDED SURVEY CONTROL
 GH0937
 GH0937  NAD 83(1993)-  36 59 56.88126(N)    096 29 47.79225(W) AD(       ) 1
 GH0937  NAD 83(1986)-  36 59 56.89615(N)    096 29 47.78235(W) AD(       ) 1
 GH0937  NAD 27      -  36 59 56.75012(N)    096 29 46.74447(W) AD(       ) 1
 GH0937
 GH0937.Superseded values are not recommended for survey control.
 GH0937
 GH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0937.See file dsdata.pdf to determine how the superseded data were derived.
 GH0937
 GH0937_MARKER: DS = TRIANGULATION STATION DISK
 GH0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0937_STAMPING: BOOTS 1962
 GH0937_MARK LOGO: CGS
 GH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0937+STABILITY: SURFACE MOTION
 GH0937
 GH0937  HISTORY     - Date     Condition        Report By
 GH0937  HISTORY     - 1962     MONUMENTED       CGS
 GH0937
 GH0937                          STATION DESCRIPTION
 GH0937
 GH0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GH0937'STATION IS ON THE NORTHEAST PART OF A LARGE RIDGE, WHICH IS
 GH0937'PASTURE LAND, OWNED BY K.S. ADAMS.  IT IS 9 MILES NORTHEAST
 GH0937'OF GRAINOLA, OKLAHOMA, 7-1/2 MILES SOUTH OF CEDARVALE, KANSAS,
 GH0937'7 MILES SOUTHWEST OF HEWINS, KANSAS AND 1/2 MILE SOUTH OF
 GH0937'THE KANSAS-OKLAHOMA STATE LINE.
 GH0937'
 GH0937'TO REACH FROM THE POST OFFICE IN GRAINOLA, OKLAHOMA, GO
 GH0937'EAST ON THE MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF
 GH0937'STATE HIGHWAY 18.  TURN LEFT, NORTH, ON STATE HIGHWAY 18
 GH0937'FOR 0.25 MILE TO A CROSS ROAD.  TURN RIGHT, EAST, ON GRAVELED
 GH0937'ROAD FOR 4.6 MILES TO A T-INTERSECTION.  TURN LEFT, NORTH,
 GH0937'ON GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT. TURN
 GH0937'RIGHT, EAST, ON PAVED ROAD FOR 0.55 MILE TO THE K.S. RANCH
 GH0937'HOUSE ON THE RIGHT.  CONTINUE AHEAD, EAST, ON GRADED ROAD
 GH0937'FOR 0.25 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT, NORTH,
 GH0937'ON TRACK ROAD FOR 1.15 MILES TO A GATE.  PASS THROUGH THE
 GH0937'GATE, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.95 MILE TO
 GH0937'A GATE.  PASS THROUGH THE GATE, CONTINUE NORTHERLY ON
 GH0937'TRACK ROAD FOR 0.55 MILE TO A CORRAL AND HAY BARN.  TURN
 GH0937'RIGHT, EAST, ON TRACK ROAD FOR 1.0 MILE TO A FORK.  (TO
 GH0937'REACH THE AZIMUTH MARK, TAKE THE RIGHT FORK, TRACK ROAD
 GH0937'FOR 0.1 MILE TO A GROUP OF BOULDERS AND THE AZIMUTH MARK
 GH0937'ON THE LEFT).  TAKE THE LEFT FORK, NORTHEAST, ON TRACK
 GH0937'ROAD FOR 0.25 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GH0937'CONTINUE ON THE TRACK ROAD FOR 0.3 MILE TO A GATE.  PASS
 GH0937'THROUGH AND CONTINUE ON THE TRACK ROAD FOR 0.75 MILE TO AN
 GH0937'EAST-WEST FENCE.  TURN RIGHT, EAST, ALONG THE SOUTH SIDE OF
 GH0937'THE FENCE FOR 0.25 MILE TO THE TOP OF HILL AND STATION.
 GH0937'
 GH0937'STATION MARK IS A STANDARD DISK, STAMPED BOOTS 1962, SET IN
 GH0937'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GH0937'IT IS 26 FEET SOUTH OF THE EAST-WEST FENCE.
 GH0937'
 GH0937'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOOTS NO 1
 GH0937'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0937'4 INCHES.  IT IS 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME
 GH0937'ELEVATION AS THE STATION.
 GH0937'
 GH0937'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOOTS NO 2 1962, SET
 GH0937'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 GH0937'INCHES.  IT IS 1.8 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH
 GH0937'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0937'
 GH0937'BOOTS (PIPE) IS A 2 INCH IRON PIPE WITH A METAL CAP BRADDED
 GH0937'TO THE TOP, STAMPED BOOTS, PROJECTING 15 INCHES.  IT IS 25 FEET
 GH0937'SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0937'
 GH0937'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOOTS 1962, CEMENTED
 GH0937'IN A DRILL HOLE IN A 3 X 12 FOOT BOULDER PROJECTING 2 FEET.
 GH0937'IT IS 23 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND
 GH0937'ABOUT 4 FEET HIGHER THAN THE ROAD.
 GH0937'
 GH0937'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0938 ***********************************************************************
 GH0938  DESIGNATION -  BOOTS PIPE
 GH0938  PID         -  GH0938
 GH0938  STATE/COUNTY-  OK/OSAGE
 GH0938  COUNTRY     -  US
 GH0938  USGS QUAD   -  PEARSONIA NW (2018)
 GH0938
 GH0938                         *CURRENT SURVEY CONTROL
 GH0938  ______________________________________________________________________
 GH0938* NAD 83(1997) POSITION- 36 59 56.91909(N) 096 29 48.00125(W)   ADJUSTED
 GH0938* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH0938  ______________________________________________________________________
 GH0938  GEOID HEIGHT    -        -29.174 (meters)                     GEOID18
 GH0938  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GH0938  HORZ ORDER      -  SECOND
 GH0938
 GH0938.The horizontal coordinates were established by classical geodetic methods
 GH0938.and adjusted by the National Geodetic Survey in October 1998.
 GH0938
 GH0938.The orthometric height was scaled from a topographic map.
 GH0938
 GH0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0938.GEOID18 height accuracy estimate available here.
 GH0938
 GH0938.Click photographs - Photos may exist for this station.
 GH0938
 GH0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0938
 GH0938. The following values were computed from the NAD 83(1997) position.
 GH0938
 GH0938;                    North         East     Units Scale Factor Converg.
 GH0938;SPC OK N     -   222,859.170   733,817.117   MT  1.00005069   +0 53 13.9
 GH0938;SPC OK N     -   731,163.79  2,407,531.66   sFT  1.00005069   +0 53 13.9
 GH0938;UTM  14      - 4,097,707.072   722,758.936   MT  1.00021133   +1 30 25.7
 GH0938
 GH0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0938!SPC OK N     -   0.99994948  x   1.00005069  =   1.00000016
 GH0938!UTM  14      -   0.99994948  x   1.00021133  =   1.00016079
 GH0938
 GH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2275897707(NAD 83)
 GH0938
 GH0938                          SUPERSEDED SURVEY CONTROL
 GH0938
 GH0938  NAD 83(1993)-  36 59 56.91799(N)    096 29 47.99814(W) AD(       ) 2
 GH0938  NAD 83(1986)-  36 59 56.93288(N)    096 29 47.98823(W) AD(       ) 2
 GH0938  NAD 27      -  36 59 56.78685(N)    096 29 46.95034(W) AD(       ) 2
 GH0938
 GH0938.Superseded values are not recommended for survey control.
 GH0938
 GH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0938.See file dsdata.pdf to determine how the superseded data were derived.
 GH0938
 GH0938_MARKER: P = PIPE CAP
 GH0938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0938_STAMPING: BOOTS
 GH0938_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0938
 GH0938  HISTORY     - Date     Condition        Report By
 GH0938  HISTORY     - 1962     MONUMENTED       CGS
 GH0938
 GH0938                          STATION DESCRIPTION
 GH0938
 GH0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GH0938'STATION IS ON THE NORTHEAST PART OF A LARGE RIDGE, WHICH
 GH0938'IS PASTURE LAND, OWNED BY K.S. ADAMS.  IT IS 9 MILES NORTHEAST
 GH0938'OF GRAINOLA, 7-1/2 MILES SOUTH OF CEDARVALE, KANSAS, 7 MILES
 GH0938'SOUTHWEST OF HEWINS, KANSAS AND 1/2 MILE SOUTH OF THE
 GH0938'KANSAS-OKLAHOMA STATE LINE.
 GH0938'
 GH0938'IT IS A 2 INCH IRON PIPE WITH A METAL CAP BRADDED TO THE
 GH0938'TOP, STAMPED BOOTS, PROJECTING 15 INCHES.  IT IS 25 FEET SOUTH
 GH0938'OF AN EAST-WEST FENCE.
 GH0938'
 GH0938'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GH0938'BOOTS THE DISTANCE BEING 17.11 FEET OR 5.215 METERS EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0991 ***********************************************************************
 EK0991  DESIGNATION -  BOSWELL
 EK0991  PID         -  EK0991
 EK0991  STATE/COUNTY-  OK/CHOCTAW
 EK0991  COUNTRY     -  US
 EK0991  USGS QUAD   -  BOSWELL (2018)
 EK0991
 EK0991                         *CURRENT SURVEY CONTROL
 EK0991  ______________________________________________________________________
 EK0991* NAD 83(1993) POSITION- 34 01 48.71899(N) 095 52 05.48420(W)   ADJUSTED
 EK0991* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 EK0991  ______________________________________________________________________
 EK0991  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 EK0991  LAPLACE CORR    -         -6.71  (seconds)                    DEFLEC18
 EK0991  HORZ ORDER      -  SECOND
 EK0991
 EK0991.The horizontal coordinates were established by classical geodetic methods
 EK0991.and adjusted by the National Geodetic Survey in November 1994.
 EK0991
 EK0991.The orthometric height was scaled from a topographic map.
 EK0991
 EK0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0991.GEOID18 height accuracy estimate available here.
 EK0991
 EK0991.Click photographs - Photos may exist for this station.
 EK0991
 EK0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0991
 EK0991. The following values were computed from the NAD 83(1993) position.
 EK0991
 EK0991;                    North         East     Units Scale Factor Converg.
 EK0991;SPC OK S     -    79,377.963   796,858.976   MT  0.99998237   +1 12 36.2
 EK0991;SPC OK S     -   260,425.87  2,614,361.49   sFT  0.99998237   +1 12 36.2
 EK0991;UTM  15      - 3,769,215.742   235,180.987   MT  1.00046459   -1 36 21.8
 EK0991
 EK0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0991!SPC OK S     -   0.99997397  x   0.99998237  =   0.99995634
 EK0991!UTM  15      -   0.99997397  x   1.00046459  =   1.00043855
 EK0991
 EK0991:                Primary Azimuth Mark                     Grid Az
 EK0991:SPC OK S     -  BOSWELL AZ MK                            059 44 23.0
 EK0991:UTM  15      -  BOSWELL AZ MK                            062 33 21.0
 EK0991
 EK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT3518069215(NAD 83)
 EK0991
 EK0991|---------------------------------------------------------------------|
 EK0991| PID    Reference Object                     Distance      Geod. Az  |
 EK0991|                                                           dddmmss.s |
 EK0991| CX9824 BOSWELL AZ MK                                      0605659.2 |
 EK0991| EK0984 SOPER MUNICIPAL TANK                APPROX.15.8 KM 0872722.3 |
 EK0991| CX9825 BOSWELL RM 1                         21.843 METERS 10200     |
 EK0991| CX9826 BOSWELL RM 2                         23.292 METERS 23052     |
 EK0991| EK0989 BOSWELL MUNICIPAL TANK               21.162 METERS 26313     |
 EK0991|---------------------------------------------------------------------|
 EK0991
 EK0991                          SUPERSEDED SURVEY CONTROL
 EK0991
 EK0991  NAD 83(1986)-  34 01 48.72490(N)    095 52 05.47566(W) AD(       ) 2
 EK0991  NAD 27      -  34 01 48.36600(N)    095 52 04.56300(W) AD(       ) 2
 EK0991
 EK0991.Superseded values are not recommended for survey control.
 EK0991
 EK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0991.See file dsdata.pdf to determine how the superseded data were derived.
 EK0991
 EK0991_MARKER: DS = TRIANGULATION STATION DISK
 EK0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0991_STAMPING: BOSWELL 1951
 EK0991_MARK LOGO: CGS
 EK0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0991+STABILITY: SURFACE MOTION
 EK0991
 EK0991  HISTORY     - Date     Condition        Report By
 EK0991  HISTORY     - 1951     MONUMENTED       CGS
 EK0991  HISTORY     - 1957     GOOD             CGS
 EK0991  HISTORY     - 1968     MARK NOT FOUND   CGS
 EK0991  HISTORY     - 1969     MARK NOT FOUND   CGS
 EK0991  HISTORY     - 1979     MARK NOT FOUND   MJH
 EK0991
 EK0991                          STATION DESCRIPTION
 EK0991
 EK0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0991'THE STATION IS LOCATED IN BOSWELL IN THE NORTHWEST CORNER
 EK0991'OF THE PUBLIC SCHOOL GROUNDS AND JUST EAST-NORTHEAST OF THE
 EK0991'BOSWELL MUNICIPAL WATER TANK.  IT IS 104 FEET NORTH OF THE
 EK0991'NORTHWEST CORNER OF A SCHOOL BUILDING, 69.41 FEET EAST-NORTHEAST
 EK0991'OF THE EAST SIDE OF THE WATER-TANK STANDPIPE AND 51 FEET EAST
 EK0991'OF THE NORTHEAST LEG OF THE WATER TANK.  THE MARK PROJECTS
 EK0991'2 INCHES AND THE DISK IS STAMPED BOSWELL 1951.
 EK0991'
 EK0991'REFERENCE MARK NO. 1 IS 92 FEET NORTH-NORTHEAST OF THE
 EK0991'NORTHEAST CORNER OF THE SCHOOL BUILDING AND 65 FEET SOUTHWEST
 EK0991'OF A FENCE CORNER.  THE MARK PROJECTS 5 INCHES AND THE DISK
 EK0991'IS STAMPED BOSWELL NO 1 1951.
 EK0991'
 EK0991'REFERENCE MARK NO. 2 IS 69 FEET NORTHWEST OF THE NORTHWEST
 EK0991'CORNER OF THE SCHOOL BUILDING AND 22 FEET SOUTH-SOUTHWEST
 EK0991'OF THE SOUTHEAST LEG OF THE WATER TANK.  THE MARK IS SET
 EK0991'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EK0991'BOSWELL NO 2 1951.
 EK0991'
 EK0991'THE AZIMUTH MARK IS 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EK0991'OF A HOUSE, 33 FEET NORTHEAST OF A 14 INCH COTTONWOOD TREE,
 EK0991'23 FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHWEST
 EK0991'OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 EK0991'PROJECTS 6 INCHES AND THE DISK IS STAMPED BOSWELL 1951.
 EK0991'
 EK0991'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A
 EK0991'TRACK ROAD FOR 0.1 MILE, TURN RIGHT AT A CROSSROAD AND GO
 EK0991'EAST ON A DIRT ROAD FOR 0.15 MILE TO A T INTERSECTION, TURN
 EK0991'LEFT AND GO NORTH ON A DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH
 EK0991'MARK ON THE RIGHT.
 EK0991'
 EK0991'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0991
 EK0991                          STATION RECOVERY (1957)
 EK0991
 EK0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 EK0991'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 EK0991'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EK0991'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EK0991
 EK0991                          STATION RECOVERY (1968)
 EK0991
 EK0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RTW)
 EK0991'STATION NOT RECOVERED.
 EK0991'
 EK0991'A BUILDING WAS ERECTED SINCE THE STATION WAS SET.  THERE HAS BEEN
 EK0991'GRADING AND DIGGING IN THE AREA.
 EK0991'
 EK0991'REFERENCE MARKS NO. 1 AND NO. 2 NOT FOUND.
 EK0991
 EK0991                          STATION RECOVERY (1969)
 EK0991
 EK0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EK0991'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT RECOVERED.  IT
 EK0991'IS BELIEVED THE MARKS HAVE BEEN DESTROYED OR A BUILDING WHICH HAS
 EK0991'BEEN BUILT AT THE STATION SITE IS COVERING THE MARKS.  REFERENCE
 EK0991'MARK NO. 2 WAS FOUND TO BE DESTROYED.  THE AZIMUTH MARK WAS
 EK0991'RECOVERED IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 3 FEET
 EK0991'WEST OF THE AZIMUTH MARK.
 EK0991'
 EK0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOSWELL.
 EK0991
 EK0991                          STATION RECOVERY (1979)
 EK0991
 EK0991'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 EK0991'ALL MARKS COULDNT LOCATE (BELIEVED TO BE DESTROYED).
 EK0991'
 EK0991'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOSWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0989 ***********************************************************************
 EK0989  DESIGNATION -  BOSWELL MUNICIPAL TANK
 EK0989  PID         -  EK0989
 EK0989  STATE/COUNTY-  OK/CHOCTAW
 EK0989  COUNTRY     -  US
 EK0989  USGS QUAD   -  BOSWELL (2018)
 EK0989
 EK0989                         *CURRENT SURVEY CONTROL
 EK0989  ______________________________________________________________________
 EK0989* NAD 83(1993) POSITION- 34 01 48.63778(N) 095 52 06.30334(W)   ADJUSTED
 EK0989  ______________________________________________________________________
 EK0989  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 EK0989  LAPLACE CORR    -         -6.72  (seconds)                    DEFLEC18
 EK0989  HORZ ORDER      -  THIRD
 EK0989
 EK0989.The horizontal coordinates were established by classical geodetic methods
 EK0989.and adjusted by the National Geodetic Survey in November 1994.
 EK0989
 EK0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0989.GEOID18 height accuracy estimate available here.
 EK0989
 EK0989.Click photographs - Photos may exist for this station.
 EK0989
 EK0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0989
 EK0989. The following values were computed from the NAD 83(1993) position.
 EK0989
 EK0989;                    North         East     Units Scale Factor Converg.
 EK0989;SPC OK S     -    79,375.018   796,838.020   MT  0.99998237   +1 12 35.7
 EK0989;SPC OK S     -   260,416.20  2,614,292.74   sFT  0.99998237   +1 12 35.7
 EK0989;UTM  15      - 3,769,213.829   235,159.901   MT  1.00046473   -1 36 22.3
 EK0989
 EK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT3515969213(NAD 83)
 EK0989
 EK0989                          SUPERSEDED SURVEY CONTROL
 EK0989
 EK0989  NAD 83(1986)-  34 01 48.64421(N)    095 52 06.29487(W) AD(       ) 3
 EK0989  NAD 27      -  34 01 48.28500(N)    095 52 05.38200(W) AD(       ) 3
 EK0989
 EK0989.Superseded values are not recommended for survey control.
 EK0989
 EK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0989.See file dsdata.pdf to determine how the superseded data were derived.
 EK0989
 EK0989_MARKER: 53 = ELEVATED TANK
 EK0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0989+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 EK0989
 EK0989  HISTORY     - Date     Condition        Report By
 EK0989  HISTORY     - 1935     FIRST OBSERVED   CGS
 EK0989  HISTORY     - 1951     GOOD             CGS
 EK0989  HISTORY     - 1955     GOOD             CGS
 EK0989  HISTORY     - 20020918 GOOD             INDIV
 EK0989
 EK0989                          STATION DESCRIPTION
 EK0989
 EK0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0989'STATION IS THE MUNICIPAL TANK IN THE TOWN OF BOSWELL, OKLAHOMA.
 EK0989'IT IS LOCATED ABOUT 0.35 MILE N OF THE MAIN STREET, WHICH
 EK0989'IS ALSO U.S. HIGHWAY 70.  ABOUT 135 FEET W OF SEVENTH STREET
 EK0989'AND ABOUT 275 FEET NW OF THE NW CORNER OF THE BOSWELL PUBLIC
 EK0989'SCHOOL BUILDING, IN SW 1/4 SEC. 17, T 6 S, R 14 E.  THE
 EK0989'TANK WAS ERECTED IN 1915 AND IS VERY PROMINENT FROM ALL
 EK0989'DIRECTIONS.
 EK0989'
 EK0989'THE ENTIRE TANK IS OF A RUSTY COLOR, EXCEPT THE UPPER PART,
 EK0989'WHICH HAS BEEN RECENTLY SILVERED.  IT HAS FOUR TRUSSWORK LEGS
 EK0989'ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT
 EK0989'10 FEET, FROM THE CENTER OF WHICH A SQUARE FEEDPIPE JACKET
 EK0989'EXTENDS TO THE GROUND.  THE VERTICAL SECTION IS ABOUT 30
 EK0989'FEET HIGH, WITH A CATWALK AND RAIL AROUND ITS BASE.  THE TOP
 EK0989'IS CONICAL AND HAS A BALL AT ITS APEX, ABOVE WHICH THERE
 EK0989'IS A FRAME FOR A LIGHT.  THE ENTIRE HEIGHT IS ABOUT 125 FEET.
 EK0989
 EK0989                          STATION RECOVERY (1951)
 EK0989
 EK0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0989'THE STATION IS LOCATED IN BOSWELL IN THE NORTHWEST CORNER OF
 EK0989'THE PUBLIC SCHOOL GROUNDS.
 EK0989'
 EK0989'IT IS ABOUT 110 FEET HIGH, PAINTED SILVER, OF STEEL CONSTRUCTION
 EK0989'AND HAS FOUR LEGS.
 EK0989'
 EK0989'POINT INTERSECTED WAS THE STANDPIPE AT THE CENTER OF THE
 EK0989'BOWL.
 EK0989
 EK0989                          STATION RECOVERY (1955)
 EK0989
 EK0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK0989'STATION IS LOCATED IN BOSWELL ABOUT 0.3 MILE NORTH OF U.S.
 EK0989'HIGHWAY 70 ON THE BOSWELL PUBLIC SCHOOL GROUNDS.  IT IS ABOUT
 EK0989'110 FEET IN HEIGHT, OF STEEL CONSTRUCTION, PAINTED SILVER
 EK0989'AND SUPPORTED BY FOUR STEEL LEGS.  THE TOP OF TANK WAS
 EK0989'INTERSECTED.
 EK0989
 EK0989                          STATION RECOVERY (2002)
 EK0989
 EK0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 EK0989'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1311 ***********************************************************************
 DN1311  DESIGNATION -  BOT
 DN1311  PID         -  DN1311
 DN1311  STATE/COUNTY-  OK/LOVE
 DN1311  COUNTRY     -  US
 DN1311  USGS QUAD   -  LEON NORTH (2019)
 DN1311
 DN1311                         *CURRENT SURVEY CONTROL
 DN1311  ______________________________________________________________________
 DN1311* NAD 83(1993) POSITION- 33 56 24.59018(N) 097 23 28.61580(W)   ADJUSTED
 DN1311* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 DN1311  ______________________________________________________________________
 DN1311  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 DN1311  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 DN1311  HORZ ORDER      -  FIRST
 DN1311
 DN1311.The horizontal coordinates were established by classical geodetic methods
 DN1311.and adjusted by the National Geodetic Survey in November 1994.
 DN1311
 DN1311.The orthometric height was scaled from a topographic map.
 DN1311
 DN1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1311.GEOID18 height accuracy estimate available here.
 DN1311
 DN1311.Click photographs - Photos may exist for this station.
 DN1311
 DN1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1311
 DN1311. The following values were computed from the NAD 83(1993) position.
 DN1311
 DN1311;                    North         East     Units Scale Factor Converg.
 DN1311;SPC OK S     -    67,481.937   656,275.251   MT  0.99999866   +0 20 43.9
 DN1311;SPC OK S     -   221,396.99  2,153,129.72   sFT  0.99999866   +0 20 43.9
 DN1311;SPC TXNC     - 2,252,660.708   702,497.774   MT  0.99999272   +0 36 16.9
 DN1311;SPC TXNC     - 7,390,604.34  2,304,778.11   sFT  0.99999272   +0 36 16.9
 DN1311;UTM  14      - 3,756,687.018   648,673.106   MT  0.99987249   +0 53 54.1
 DN1311
 DN1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1311!SPC OK S     -   0.99995790  x   0.99999866  =   0.99995656
 DN1311!SPC TXNC     -   0.99995790  x   0.99999272  =   0.99995062
 DN1311!UTM  14      -   0.99995790  x   0.99987249  =   0.99983040
 DN1311
 DN1311:                Primary Azimuth Mark                     Grid Az
 DN1311:SPC OK S     -  PRAIRIE                                  259 20 38.9
 DN1311:SPC TXNC     -  PRAIRIE                                  259 05 05.9
 DN1311:UTM  14      -  PRAIRIE                                  258 47 28.7
 DN1311
 DN1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4867356687(NAD 83)
 DN1311
 DN1311|---------------------------------------------------------------------|
 DN1311| PID    Reference Object                     Distance      Geod. Az  |
 DN1311|                                                           dddmmss.s |
 DN1311| CX9828 BOT RM 1                             45.122 METERS 04700     |
 DN1311| CX9827 BOT AZ MK                                          0872031.6 |
 DN1311| DN1381 PRAIRIE                             APPROX.29.2 KM 2594122.8 |
 DN1311| CX9829 BOT RM 2                             31.946 METERS 33901     |
 DN1311|---------------------------------------------------------------------|
 DN1311
 DN1311                          SUPERSEDED SURVEY CONTROL
 DN1311
 DN1311  NAD 83(1986)-  33 56 24.59461(N)    097 23 28.60612(W) AD(       ) 1
 DN1311  NAD 27      -  33 56 24.23440(N)    097 23 27.53260(W) AD(       ) 1
 DN1311
 DN1311.Superseded values are not recommended for survey control.
 DN1311
 DN1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1311.See file dsdata.pdf to determine how the superseded data were derived.
 DN1311
 DN1311_MARKER: DS = TRIANGULATION STATION DISK
 DN1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1311_STAMPING: BOT 1955 1971
 DN1311_MARK LOGO: CGS
 DN1311_PROJECTION: FLUSH
 DN1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1311+STABILITY: SURFACE MOTION
 DN1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1311+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 DN1311
 DN1311  HISTORY     - Date     Condition        Report By
 DN1311  HISTORY     - 1955     MONUMENTED       CGS
 DN1311  HISTORY     - 1967     SEE DESCRIPTION  USGS
 DN1311  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DN1311  HISTORY     - 20120410 GOOD             INDIV
 DN1311
 DN1311                          STATION DESCRIPTION
 DN1311
 DN1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1311'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH OF WILSON, 15.0
 DN1311'MILES WEST OF MARIETTA AND 8.0 MILES NORTH OF THE RED RIVER
 DN1311'IN THE NORTH EDGE OF A HEAVILY WOODED AREA, 56 FEET SOUTH
 DN1311'OF THE CENTER OF STATE HIGHWAY 32 AND 7 FEET SOUTH OF AN
 DN1311'EAST-WEST FENCE LINE.  IT IS STAMPED BOT 1955 AND IS FLUSH
 DN1311'WITH THE GROUND SURFACE.
 DN1311'
 DN1311'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 40 FEET
 DN1311'NORTH OF THE CENTER OF STATE HIGHWAY 32 AND 1 FOOT SOUTH
 DN1311'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BOT NO 1 1955
 DN1311'AND IS FLUSH WITH THE GROUND SURFACE.
 DN1311'
 DN1311'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 40 FEET
 DN1311'NORTH OF THE CENTER OF STATE HIGHWAY 32, 3 FEET SOUTHWEST
 DN1311'OF A CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT SOUTH OF AN
 DN1311'EAST-WEST FENCE LINE.  IT IS STAMPED BOT NO 2 1955 AND PROJECTS
 DN1311'2 INCHES.
 DN1311'
 DN1311'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 40 FEET NORTH
 DN1311'OF THE CENTER OF STATE HIGHWAY 32, 2 FEET WEST OF A WITNESS
 DN1311'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 DN1311'STAMPED BOT 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1311'
 DN1311'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND
 DN1311'U.S. HIGHWAY 77, 0.5 MILE WEST AND 0.2 MILE NORTH OF THE POST
 DN1311'OFFICE IN MARIETTA, GO WEST ON STATE HIGHWAY 32 FOR 13.3 MILES
 DN1311'TO SOME STOCK LOADING PENS ON THE RIGHT.  CONTINUE WEST
 DN1311'ON HIGHWAY FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT
 DN1311'AS DESCRIBED, CONTINUE WEST FOR 0.4 MILE TO THE STATION ON
 DN1311'LEFT IN EDGE OF WOODS AS DESCRIBED.
 DN1311'
 DN1311'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1311
 DN1311                          STATION RECOVERY (1967)
 DN1311
 DN1311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DN1311'STATION IS LOCATED ABOUT 10.0 MILES SOUTH OF WILSON.  SURFACE
 DN1311'MARK HAS BEEN PUSHED WEST FROM ORIGINAL POSITION.  UNDERGROUND
 DN1311'MARK IS UNDISTURBED.  REFERENCE MARK NO. 1 AND 2 HAVE BOTH
 DN1311'BEEN DESTROYED AND WERE FOUND LAYING ON SIDE APPROX, IN
 DN1311'POSITION WHERE THEY WERE OR ORIGINALLY SET.
 DN1311
 DN1311                          STATION RECOVERY (1971)
 DN1311
 DN1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DN1311'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE
 DN1311'MARK NO. 2, AND THE AZIMUTH MARK WERE FOUND DESTROYED BY
 DN1311'ROAD CONSTRUCTION.  THE DISK WAS SALVAGED FROM THE AZIMUTH
 DN1311'MARK.  THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND
 DN1311'IN GOOD CONDITION.  NO OBJECTS WERE VISIBLE AT STATION SITE
 DN1311'SO A NEW AZIMUTH MARK WAS NOT SET.
 DN1311'
 DN1311'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 DN1311'MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE SET.
 DN1311'
 DN1311'FOLLOWING IS A NEW DESCRIPTION.
 DN1311'
 DN1311'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DN1311'32 AND 96 WHICH IS ABOUT 8.5 MILES WEST OF THE INTERSECTION OF
 DN1311'INTERSTATE 35 AND STATE HIGHWAY 32 AT THE NORTHWEST SIDE OF
 DN1311'MARIETTA, GO WEST ON STATE HIGHWAY 32 FOR 4.75 MILES TO METAL
 DN1311'STOCK PENS ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 32
 DN1311'FOR 1.6 MILES TO THE STATION ON THE LEFT.
 DN1311'
 DN1311'STATION MARK, A STANDARD DISK STAMPED BOT 1955 1971, IS SET
 DN1311'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 DN1311'THE SURFACE OF THE GROUND.  IT IS 56.5 FEET SOUTH OF THE CENTER
 DN1311'OF STATE HIGHWAY 32, 34 FEET EAST-SOUTHEAST OF A CONCRETE
 DN1311'RIGHT-OF-WAY POST, AND 7.5 FEET SOUTH OF A METAL WITNESS
 DN1311'POST SET IN AN EAST-WEST FENCE.  THE UNDERGROUND DISK IS
 DN1311'STAMPED BOT 1955, IS SET IN THE TOP OF AN IRREGULAR MASS
 DN1311'OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 DN1311'
 DN1311'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOT 1955 NO. 3
 DN1311'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 DN1311'2 INCHES.  IT IS 69 FEET EAST OF EAST BRACE POST IN FENCELINE,
 DN1311'42 FEET NORTH OF THE CENTER OF STATE HIGHWAY 32, AND 1 FOOT
 DN1311'SOUTH OF A FENCE.
 DN1311'
 DN1311'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BOT 1955 NO. 4
 DN1311'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 DN1311'2 INCHES.  IT IS 44 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 DN1311'32, 1 FOOT SOUTH OF A FENCE, AND 0.5 FEET EAST OF A METAL WITNESS
 DN1311'POST.
 DN1311'
 DN1311'NOTE--MARKS HAVE NO AZIMUTH TIE.
 DN1311'
 DN1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 DN1311'MILES WEST OF MARIETTA.
 DN1311
 DN1311                          STATION RECOVERY (2012)
 DN1311
 DN1311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 DN1311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1019 ***********************************************************************
 FJ1019  DESIGNATION -  BOTTOM
 FJ1019  PID         -  FJ1019
 FJ1019  STATE/COUNTY-  OK/CLEVELAND
 FJ1019  COUNTRY     -  US
 FJ1019  USGS QUAD   -  OKLAHOMA CITY SE (2018)
 FJ1019
 FJ1019                         *CURRENT SURVEY CONTROL
 FJ1019  ______________________________________________________________________
 FJ1019* NAD 83(1993) POSITION- 35 18 56.23359(N) 097 36 21.15628(W)   ADJUSTED
 FJ1019* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ1019  ______________________________________________________________________
 FJ1019  GEOID HEIGHT    -        -26.759 (meters)                     GEOID18
 FJ1019  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ1019  HORZ ORDER      -  THIRD
 FJ1019
 FJ1019.The horizontal coordinates were established by classical geodetic methods
 FJ1019.and adjusted by the National Geodetic Survey in November 1994.
 FJ1019
 FJ1019.The orthometric height was scaled from a topographic map.
 FJ1019
 FJ1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1019.GEOID18 height accuracy estimate available here.
 FJ1019
 FJ1019.Click photographs - Photos may exist for this station.
 FJ1019
 FJ1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1019
 FJ1019. The following values were computed from the NAD 83(1993) position.
 FJ1019
 FJ1019;                    North         East     Units Scale Factor Converg.
 FJ1019;SPC OK S     -   219,960.755   635,840.621   MT  1.00001730   +0 13 25.4
 FJ1019;SPC OK S     -   721,654.58  2,086,087.10   sFT  1.00001730   +0 13 25.4
 FJ1019;UTM  14      - 3,908,936.470   626,729.820   MT  0.99979792   +0 48 21.7
 FJ1019
 FJ1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1019!SPC OK S     -   0.99994800  x   1.00001730  =   0.99996530
 FJ1019!UTM  14      -   0.99994800  x   0.99979792  =   0.99974593
 FJ1019
 FJ1019:                Primary Azimuth Mark                     Grid Az
 FJ1019:SPC OK S     -  SMITH 2                                  054 11 34.5
 FJ1019:UTM  14      -  SMITH 2                                  053 36 38.2
 FJ1019
 FJ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2672908936(NAD 83)
 FJ1019
 FJ1019|---------------------------------------------------------------------|
 FJ1019| PID    Reference Object                     Distance      Geod. Az  |
 FJ1019|                                                           dddmmss.s |
 FJ1019| FJ0996 SMITH 2                             APPROX.12.5 KM 0542459.9 |
 FJ1019| FJ0982 TV STA KETA RELAY MAST              APPROX.16.0 KM 0682603.0 |
 FJ1019| FJ0983 MOORE MUNICIPAL TANK                APPROX.11.3 KM 0764312.8 |
 FJ1019| FJ1021 MOORE RAD STA KOMA MAST             APPROX. 9.4 KM 0775729.1 |
 FJ1019| FJ1018 WILL ROGERS APT OUTER MARKER         12.206 METERS 08248     |
 FJ1019| CL4321 BOTTOM RM 1                          22.263 METERS 09110     |
 FJ1019| CL4320 BOTTOM AZ MK                                       0964149.6 |
 FJ1019| FJ1029 ATT TV RELAY TOWER KKH 71           APPROX.12.6 KM 1775318.2 |
 FJ1019| FJ1022 RNG OKLA CITY RADIO OKC             APPROX.10.2 KM 3402122.6 |
 FJ1019| CL4322 BOTTOM RM 2                          16.675 METERS 35050     |
 FJ1019|---------------------------------------------------------------------|
 FJ1019
 FJ1019                          SUPERSEDED SURVEY CONTROL
 FJ1019
 FJ1019  NAD 83(1986)-  35 18 56.23910(N)    097 36 21.13967(W) AD(       ) 3
 FJ1019  NAD 27      -  35 18 56.01285(N)    097 36 19.99902(W) AD(       ) 3
 FJ1019
 FJ1019.Superseded values are not recommended for survey control.
 FJ1019
 FJ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1019.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1019
 FJ1019_MARKER: DS = TRIANGULATION STATION DISK
 FJ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1019_STAMPING: BOTTOM 1957
 FJ1019_MARK LOGO: CGS
 FJ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1019+STABILITY: SURFACE MOTION
 FJ1019
 FJ1019  HISTORY     - Date     Condition        Report By
 FJ1019  HISTORY     - 1957     MONUMENTED       CGS
 FJ1019  HISTORY     - 1961     GOOD             CGS
 FJ1019  HISTORY     - 1963     GOOD             CGS
 FJ1019  HISTORY     - 1977     GOOD             NGS
 FJ1019  HISTORY     - 1980     GOOD             NGS
 FJ1019
 FJ1019                          STATION DESCRIPTION
 FJ1019
 FJ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1019'STATION IS ABOUT 6 MILES SOUTH OF WILL ROGERS AIRPORT, ABOUT
 FJ1019'6 MILES WEST-SOUTHWEST OF MOORE, ABOUT 1/4 MILE WEST OF
 FJ1019'U.S. HIGHWAYS 62 AND 277, AT THE SITE OF THE OUTER MARKER
 FJ1019'OF THE TULAKE HOMING FACILITY, IN THE NORTHEAST 1/4 OF SECTION
 FJ1019'27, T 10 N, R 4 W.
 FJ1019'
 FJ1019'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 FJ1019'37, JUST SOUTH OF MOORE, BY GOING WEST ON HIGHWAY 37 FOR
 FJ1019'2 MILES TO THE JUNCTION OF STATE HIGHWAY 74, CONTINUE WEST
 FJ1019'ON HIGHWAY 37 FOR 4 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 FJ1019'62 AND 277, TURN LEFT, SOUTH, ON HIGHWAYS 62 AND 277 FOR
 FJ1019'1.2 MILES TO A DRIVEWAY ON THE RIGHT LEADING INTO A FARMYARD,
 FJ1019'(THE AZIMUTH MARK IS ABOUT 170 FEET SOUTHEAST OF THIS POINT),
 FJ1019'TURN RIGHT, WEST, FOR 0.15 MILE TO A GATE JUST WEST OF
 FJ1019'FARM HOUSE, PASS THROUGH GATE AND FOLLOW TRACK ROAD 0.1 MILE
 FJ1019'TO A GATE AND STATION IN SOUTHWEST CORNER OF ENCLOSURE.
 FJ1019'
 FJ1019'STATION MARKS ARE STANDARD DISKS, STAMPED BOTTOM 1957.  THE
 FJ1019'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1019'POST PROJECTING 4 INCHES.  IT IS 48 FEET SOUTHWEST OF THE SOUTHWEST
 FJ1019'CORNER OF A SMALL BUILDING, 14 FEET NORTHEAST OF A FENCE CORNER,
 FJ1019'10 FEET EAST OF A FENCE, AND 10 FEET NORTH OF A FENCE.  A WHITE
 FJ1019'POST WAS SET 3 FEET 3 FEET WEST-SOUTHWEST OF THE MARK.  THE
 FJ1019'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 30
 FJ1019'INCHES BELOW THE GROUND SURFACE.
 FJ1019'
 FJ1019'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOTTOM NO 1 1957,
 FJ1019'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1019'4 INCHES.  IT IS 57 FEET SOUTH OF THE CENTER OF A STEEL GATE,
 FJ1019'46 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING,
 FJ1019'21 FEET NORTHWEST OF A FENCE CORNER, 17 FEET WEST OF THE
 FJ1019'FENCE AND 8 FEET NORTH OF THE FENCE.
 FJ1019'
 FJ1019'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOTTOM NO 2 1957,
 FJ1019'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1019'5 INCHES.  IT IS 68 FEEET WEST OF THE WEST GATE POST, 43
 FJ1019'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 FJ1019'1 FOOT SOUTH OF THE FENCE, 1 FOOT EAST OF THE FENCE AND 1
 FJ1019'FOOT SOUTHEAST OF A FENCE CORNER.
 FJ1019'
 FJ1019'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOTTOM 1957, SET
 FJ1019'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 4
 FJ1019'INCHES.  IT IS 48 FEET EAST OF THE CENTER OF U.S. HIGHWAYS
 FJ1019'62 AND 277, 38 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT
 FJ1019'WEST OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET
 FJ1019'1 FOOT SOUTH OF THE MARK.
 FJ1019'
 FJ1019'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ1019
 FJ1019                          STATION RECOVERY (1961)
 FJ1019
 FJ1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 FJ1019'THIS STATION, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 FJ1019'MARK WERE ALL RECOVERED AS DESCRIBED AND ALL STATIONS
 FJ1019'FOUND TO BE IN GOOD CONDITION.
 FJ1019
 FJ1019                          STATION RECOVERY (1963)
 FJ1019
 FJ1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 FJ1019'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZEMUTH
 FJ1019'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FJ1019
 FJ1019                          STATION RECOVERY (1977)
 FJ1019
 FJ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 FJ1019'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FJ1019'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED AND NOT
 FJ1019'FOUND.  IT MAY BE COVERED OVER WITH DIRT.
 FJ1019'
 FJ1019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 FJ1019'WEST-SOUTHWEST OF MOORE.
 FJ1019
 FJ1019                          STATION RECOVERY (1980)
 FJ1019
 FJ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1019'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FJ1019'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FJ1019'
 FJ1019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 FJ1019'WEST-SOUTHWEST OF MOORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1251 ***********************************************************************
 FJ1251  DESIGNATION -  BOULSON
 FJ1251  PID         -  FJ1251
 FJ1251  STATE/COUNTY-  OK/LINCOLN
 FJ1251  COUNTRY     -  US
 FJ1251  USGS QUAD   -  AYDELOTTE (2018)
 FJ1251
 FJ1251                         *CURRENT SURVEY CONTROL
 FJ1251  ______________________________________________________________________
 FJ1251* NAD 83(1993) POSITION- 35 28 05.88044(N) 096 53 11.98007(W)   ADJUSTED
 FJ1251* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 FJ1251  ______________________________________________________________________
 FJ1251  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 FJ1251  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 FJ1251  HORZ ORDER      -  FIRST
 FJ1251
 FJ1251.The horizontal coordinates were established by classical geodetic methods
 FJ1251.and adjusted by the National Geodetic Survey in November 1994.
 FJ1251
 FJ1251.The orthometric height was scaled from a topographic map.
 FJ1251
 FJ1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1251.GEOID18 height accuracy estimate available here.
 FJ1251
 FJ1251.Click photographs - Photos may exist for this station.
 FJ1251
 FJ1251.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1251
 FJ1251. The following values were computed from the NAD 83(1993) position.
 FJ1251
 FJ1251;                    North         East     Units Scale Factor Converg.
 FJ1251;SPC OK N     -    52,539.046   701,051.966   MT  1.00001931   +0 39 25.3
 FJ1251;SPC OK N     -   172,371.85  2,300,034.66   sFT  1.00001931   +0 39 25.3
 FJ1251;SPC OK S     -   237,388.165   701,055.727   MT  1.00005489   +0 37 55.0
 FJ1251;SPC OK S     -   778,831.00  2,300,047.00   sFT  1.00005489   +0 37 55.0
 FJ1251;UTM  14      - 3,927,030.337   691,754.850   MT  1.00005315   +1 13 35.9
 FJ1251
 FJ1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1251!SPC OK N     -   0.99995234  x   1.00001931  =   0.99997165
 FJ1251!SPC OK S     -   0.99995234  x   1.00005489  =   1.00000723
 FJ1251!UTM  14      -   0.99995234  x   1.00005315  =   1.00000549
 FJ1251
 FJ1251:                Primary Azimuth Mark                     Grid Az
 FJ1251:SPC OK N     -  BOULSON AZ MK                            278 23 43.4
 FJ1251:SPC OK S     -  BOULSON AZ MK                            278 25 13.7
 FJ1251:UTM  14      -  BOULSON AZ MK                            277 49 32.8
 FJ1251
 FJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9175427030(NAD 83)
 FJ1251
 FJ1251|---------------------------------------------------------------------|
 FJ1251| PID    Reference Object                     Distance      Geod. Az  |
 FJ1251|                                                           dddmmss.s |
 FJ1251| CI1210 BOULSON RM 1                         20.678 METERS 16429     |
 FJ1251| FJ1241 SHAWNEE ST BENEDICT CATH CH         APPROX.15.2 KM 1950320.0 |
 FJ1251| FJ1246 SHAWNEE MUNICIPAL TANK              APPROX.13.2 KM 1962914.0 |
 FJ1251| FJ1237 AIRPORT BCN SHAWNEE AIRPORT         APPROX.13.2 KM 2011708.2 |
 FJ1251| FJ1239 ST GREGORY COLLEGE FLAGSTAFF        APPROX.12.8 KM 2084738.0 |
 FJ1251| CI1211 BOULSON RM 2                         19.928 METERS 27503     |
 FJ1251| CI1209 BOULSON AZ MK                                      2790308.7 |
 FJ1251| FJ1286 SHELL PIPELINE RAY STATION TK       APPROX. 6.8 KM 3074814.9 |
 FJ1251| FJ1285 MEEKER MUNICIPAL TANK               APPROX. 4.3 KM 3404725.5 |
 FJ1251| FJ1250 BOULSON                               2.865 METERS 35758     |
 FJ1251|---------------------------------------------------------------------|
 FJ1251
 FJ1251                          SUPERSEDED SURVEY CONTROL
 FJ1251
 FJ1251  NAD 83(1986)-  35 28 05.88605(N)    096 53 11.96097(W) AD(       ) 1
 FJ1251  NAD 27      -  35 28 05.63931(N)    096 53 10.87753(W) AD(       ) 1
 FJ1251
 FJ1251.Superseded values are not recommended for survey control.
 FJ1251
 FJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1251.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1251
 FJ1251_MARKER: DS = TRIANGULATION STATION DISK
 FJ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1251_STAMPING: BOULSON 1935
 FJ1251_MARK LOGO: CGS
 FJ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1251+STABILITY: SURFACE MOTION
 FJ1251
 FJ1251  HISTORY     - Date     Condition        Report By
 FJ1251  HISTORY     - 1935     MONUMENTED       CGS
 FJ1251  HISTORY     - 1954     GOOD             CGS
 FJ1251  HISTORY     - 1955     GOOD             CGS
 FJ1251  HISTORY     - 1957     GOOD             CGS
 FJ1251  HISTORY     - 1968     GOOD             OKDH
 FJ1251
 FJ1251                          STATION DESCRIPTION
 FJ1251
 FJ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1251'IN THE SOUTHWEST QUARTER OF SECTION 33, T. 12 N., R. 4 E.,
 FJ1251'ON LAND OWNED BY C.H. BOULSON.
 FJ1251'
 FJ1251'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 270
 FJ1251'AND STATE HIGHWAY 18 IN THE NORTHEAST PART OF THE TOWN OF SHAWNEE,
 FJ1251'GO NORTH ON STATE HIGHWAY 18 FOR 9.0 MILES TO THE LINCOLN AND
 FJ1251'POTTAWATOMIE COUNTY LINE, CONTINUE NORTH ON STATE HIGHWAY 18
 FJ1251'FOR 1.0 MILE TO WHERE HIGHWAY MAKES A SLIGHT TURN TO THE
 FJ1251'LEFT, TURN SHARP RIGHT AND GO BACK SOUTH ON OLD HIGHWAY FOR
 FJ1251'0.5 MILE TO MR. BOULSONS DRIVEWAY ON LEFT, TURN LEFT IN
 FJ1251'DRIVEWAY AND GO 0.2 MILE TO BARN, GO THROUGH WIRE GATE AT SOUTH
 FJ1251'END OF BARN AND FOLLOW FARM ROAD ALONG EAST SIDE OF FENCE
 FJ1251'0.3 MILE TO CORRUGATED IRON BUILDING (PUMP STATION),
 FJ1251'TURN RIGHT AROUND PUMP STATION AND GO 100 YARDS SOUTHEAST
 FJ1251'TO STATION.
 FJ1251'
 FJ1251'REFERENCE MARK NO. 1 IS 67.94 FEET (20.707 METERS) SOUTH-SOUTHEAST
 FJ1251'OF STATION.
 FJ1251'
 FJ1251'REFERENCE MARK NO. 2 IS 65.46 (19.951 METERS) WEST OF STATION.
 FJ1251'
 FJ1251'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING TRAIL WEST
 FJ1251'0.3 MILE TO FARMHOUSE, GO ON TO ROAD, TURN RIGHT 0.1 MILE AND
 FJ1251'THEN TURN LEFT AND GO 0.5 MILE TO HIGHWAY, TURN LEFT AND GO
 FJ1251'0.1 MILE TO MARK ON LEFT.  MARK IS SET 50 FEET EAST OF CENTER
 FJ1251'LINE OF ROAD IN EAST RIGHT-OF-WAY FENCE LINE.
 FJ1251'
 FJ1251'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FJ1251'BRONZE DISKS SET AS DESCRIBED.
 FJ1251'
 FJ1251'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1251
 FJ1251                          STATION RECOVERY (1954)
 FJ1251
 FJ1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 FJ1251'THE STATION AND REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN
 FJ1251'GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  BOULSON (U.S.G.S.)
 FJ1251'BENCH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FJ1251
 FJ1251                          STATION RECOVERY (1955)
 FJ1251
 FJ1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1251'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FJ1251'SEVERAL CHANGES WERE NOTED IN THE BODY OF THE DESCRIPTION,
 FJ1251'THE MEASUREMENTS TO THE REFERENCE MARKS WERE FOUND TO BE IN
 FJ1251'ERROR, AND A NEW AZIMUTH MARK WAS SET.  THE OLD AZIMUTH MARK WAS
 FJ1251'DESTROYED.
 FJ1251'
 FJ1251'A COMPLETE DESCRIPTION FOLLOWS-
 FJ1251'
 FJ1251'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH AND 1/2 MILE EAST
 FJ1251'OF MEEKER, IN THE SOUTHWEST 1/4 OF SECTION 33, T 12 N, R 4 E.
 FJ1251'THE LAND IS STILL OWNED BY MR. BOULSON WHO LIVES ON THE WEST
 FJ1251'SIDE OF THE HIGHWAY ABOUT 1-1/4 MILES SOUTHWEST OF THE STATION,
 FJ1251'AND IS OCCUPIED BY A MR. C. COOK.
 FJ1251'
 FJ1251'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND STATE
 FJ1251'HIGHWAY 18, ABOUT 0.45 MILE EAST OF MEEKER, GO SOUTH ON STATE
 FJ1251'HIGHWAY 18 FOR 1.75 MILES TO WHERE THE HIGHWAY CURVES TO THE
 FJ1251'RIGHT AND A DIRT ROAD LEADS STRAIGHT AHEAD, CONTINUE STRAIGHT
 FJ1251'AHEAD, SOUTH, ON THE DIRT ROAD FOR 0.5 MILE TO A DRIVE WAY
 FJ1251'LEADING LEFT, TURN LEFT ON DRIVEWAY AND GO EAST 0.1 MILE TO A
 FJ1251'CATTLE GUARD AND WIRE GATE JUST NORTH OF A BARN, CONTINUE ACROSS
 FJ1251'THE CATTLE GUARD AND FOLLOW A TRACK ROAD EAST FOR 0.3 MILE TO
 FJ1251'A CONCRETE FOUNDATION FOR AN OLD PUMPING STATION, TURN RIGHT
 FJ1251'AND GO SOUTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE LINE
 FJ1251'FOR 0.15 MILE TO A FENCE CORNER ON THE RIGHT AND STATION IN OAK
 FJ1251'BRUSH ON THE LEFT.
 FJ1251'
 FJ1251'THE STATION MARK, ON THE HIGHEST PART OF THE RIDGE, IS 30
 FJ1251'YARDS WEST OF A ROCK OUTCROP AND 191 FEET EAST OF A FENCE
 FJ1251'CORNER, IN A SMALL CLEARING IN THE OAK BRUSH.  THE MARK PROJECTS
 FJ1251'4 INCHES AND IS STAMPED BOULSON 1935.
 FJ1251'
 FJ1251'REFERENCE MARK NO. 1, SOUTH-SOUTHWEST OF THE STATION, IS 20 YARDS
 FJ1251'SOUTH-SOUTHWEST OF A ROCK OUTCROP.  THE MARK PROJECTS 6 INCHES
 FJ1251'AND IS STAMPED BOULSON NO 1 1935.
 FJ1251'
 FJ1251'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 123 FEET EAST
 FJ1251'OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 FJ1251'BOULSON NO 2 1935.
 FJ1251'
 FJ1251'THE AZIMUTH MARK, APPROXIMATELY 0.8 MILE WEST OF THE STATION,
 FJ1251'IS 50 FEET EAST OF THE CENTER OF STATE HIGHWAY 18, 2 FEET NORTH
 FJ1251'OF A WITNESS POST, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 FJ1251'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BOULSON
 FJ1251'1935 RESET 1955.
 FJ1251'
 FJ1251'THE AZIMUTH MARK IS REACHED FROM THE STATION BY FOLLOWING A
 FJ1251'TRAIL ROAD 0.15 MILE NORTH, AND 0.4 MILE WEST TO WHERE THE
 FJ1251'DRIVEWAY INTERSECTS A DIRT ROAD, TURN RIGHT AND GO NORTH ON
 FJ1251'THE DIRT ROAD FOR 0.5 MILE TO A JUNCTION WITH STATE HIGHWAY
 FJ1251'18 FOR 0.55 MILE TO THE AZIMUTH MARK ON LEFT IN EAST RIGHT-OF-WAY
 FJ1251'FENCE LINE.
 FJ1251'
 FJ1251'HEIGHT OF LIGHT ABOVE MARK 14 METERS.
 FJ1251
 FJ1251                          STATION RECOVERY (1957)
 FJ1251
 FJ1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1251'THE STATION AND ALL THE MARKS WERE RECOVERED AS PREVIOUSLY
 FJ1251'DESCRIBED BY NORMAN E. TAYLOR IN 1955 AND WERE FOUND TO BE
 FJ1251'IN GOOD CONDITION.
 FJ1251
 FJ1251                          STATION RECOVERY (1968)
 FJ1251
 FJ1251'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1251'BOULSON 1935, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1251'
 FJ1251'BOULSON NO. 1 1935, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1251'
 FJ1251'BOULSON NO. 2 1935, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1251'
 FJ1251'BOULSON 1935 RESET 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION
 FJ1251'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1439 ***********************************************************************
 GL1439  DESIGNATION -  BOUNDARY COR OK NM TX
 GL1439  PID         -  GL1439
 GL1439  STATE/COUNTY-  OK/CIMARRON
 GL1439  COUNTRY     -  US
 GL1439  USGS QUAD   -  RARDIN HILL (2017)
 GL1439
 GL1439                         *CURRENT SURVEY CONTROL
 GL1439  ______________________________________________________________________
 GL1439* NAD 83(1992) POSITION- 36 30 01.59975(N) 103 00 08.57915(W)   NO CHECK
 GL1439* NAVD 88 ORTHO HEIGHT -  1437.4   (meters)     4716.    (feet) VERTCON3
 GL1439  ______________________________________________________________________
 GL1439  GEOID HEIGHT    -        -22.561 (meters)                     GEOID18
 GL1439  LAPLACE CORR    -         -5.75  (seconds)                    DEFLEC18
 GL1439  HORZ ORDER      -  THIRD
 GL1439
 GL1439.The horizontal coordinates were established by classical geodetic methods
 GL1439.and adjusted by the National Geodetic Survey in December 1993.
 GL1439
 GL1439.No horizontal observational check was made to the station.
 GL1439
 GL1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1439
 GL1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1439.GEOID18 height accuracy estimate available here.
 GL1439
 GL1439.Click photographs - Photos may exist for this station.
 GL1439
 GL1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1439
 GL1439. The following values were computed from the NAD 83(1992) position.
 GL1439
 GL1439;                    North         East     Units Scale Factor Converg.
 GL1439;SPC OK N     -   178,023.718   152,048.737   MT  0.99996225   -2 57 07.7
 GL1439;SPC OK N     -   584,066.15    498,846.56   sFT  0.99996225   -2 57 07.7
 GL1439;SPC TX N     - 1,278,433.469    65,393.762   MT  1.00008940   -0 52 14.5
 GL1439;SPC TX N     - 4,194,327.14    214,546.03   sFT  1.00008940   -0 52 14.5
 GL1439;UTM  13      - 4,041,312.957   678,906.781   MT  0.99999436   +1 11 18.8
 GL1439
 GL1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1439!SPC OK N     -   0.99977801  x   0.99996225  =   0.99974027
 GL1439!SPC TX N     -   0.99977801  x   1.00008940  =   0.99986739
 GL1439!UTM  13      -   0.99977801  x   0.99999436  =   0.99977237
 GL1439
 GL1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7890641312(NAD 83)
 GL1439
 GL1439                          SUPERSEDED SURVEY CONTROL
 GL1439
 GL1439  NAD 83(1986)-  36 30 01.60900(N)    103 00 08.57457(W) AD(       ) 3
 GL1439  NAD 27      -  36 30 01.51481(N)    103 00 06.83482(W) AD(       ) 3
 GL1439  NGVD 29 (07/19/86) 1436.7    (m)         4714.     (f) VERT ANG       
 GL1439
 GL1439.Superseded values are not recommended for survey control.
 GL1439
 GL1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1439.See file dsdata.pdf to determine how the superseded data were derived.
 GL1439
 GL1439_MARKER: DU = BOUNDARY MARKER
 GL1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1439_STAMPING: CC T26N R37E S8 T1S R1E S6 TEXAS 1932
 GL1439_MARK LOGO: USGLO
 GL1439_PROJECTION: PROJECTING 78 CENTIMETERS
 GL1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1439+STABILITY: SURFACE MOTION
 GL1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1439+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 GL1439
 GL1439  HISTORY     - Date     Condition        Report By
 GL1439  HISTORY     - 1932     MONUMENTED       USGLO
 GL1439  HISTORY     - 20191008 GOOD             OKDOT
 GL1439
 GL1439                          STATION DESCRIPTION
 GL1439
 GL1439'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (JH)
 GL1439'THE MARK IS LOCATED ABOUT 27.8 MI (44.8 KM) SOUTH OF KENTON, 16.2 MI
 GL1439'(26.2 KM) SOUTH-SOUTHWEST OF WHEELESS AND 12.5 MI (20.2 KM)
 GL1439'WEST-SOUTHWEST OF FELT.  FOR MORE INFORMATION, SEE STATION TEXHOMEX
 GL1439'(GL1435).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1067 ***********************************************************************
 FJ1067  DESIGNATION -  BOUNDARY MARK IND TERR
 FJ1067  PID         -  FJ1067
 FJ1067  STATE/COUNTY-  OK/GRADY
 FJ1067  COUNTRY     -  US
 FJ1067  USGS QUAD   -  MINCO (2018)
 FJ1067
 FJ1067                         *CURRENT SURVEY CONTROL
 FJ1067  ______________________________________________________________________
 FJ1067* NAD 83(1993) POSITION- 35 20 01.34045(N) 097 59 58.79139(W)   ADJUSTED
 FJ1067* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) VERTCON3
 FJ1067  ______________________________________________________________________
 FJ1067  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 FJ1067  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 FJ1067  HORZ ORDER      -  THIRD
 FJ1067
 FJ1067.The horizontal coordinates were established by classical geodetic methods
 FJ1067.and adjusted by the National Geodetic Survey in November 1994.
 FJ1067
 FJ1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1067
 FJ1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1067.GEOID18 height accuracy estimate available here.
 FJ1067
 FJ1067.Click photographs - Photos may exist for this station.
 FJ1067
 FJ1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1067
 FJ1067. The following values were computed from the NAD 83(1993) position.
 FJ1067
 FJ1067;                    North         East     Units Scale Factor Converg.
 FJ1067;SPC OK S     -   221,897.319   600,030.523   MT  1.00002138   +0 00 00.7
 FJ1067;SPC OK S     -   728,008.12  1,968,600.14   sFT  1.00002138   +0 00 00.7
 FJ1067;UTM  14      - 3,910,509.784   590,911.692   MT  0.99970185   +0 34 42.9
 FJ1067
 FJ1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1067!SPC OK S     -   0.99993704  x   1.00002138  =   0.99995842
 FJ1067!UTM  14      -   0.99993704  x   0.99970185  =   0.99963891
 FJ1067
 FJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9091110509(NAD 83)
 FJ1067
 FJ1067                          SUPERSEDED SURVEY CONTROL
 FJ1067
 FJ1067  NAD 83(1986)-  35 20 01.34548(N)    097 59 58.77501(W) AD(       ) 3
 FJ1067  NAD 27      -  35 20 01.13800(N)    097 59 57.60600(W) AD(       ) 3
 FJ1067  USSD        -  35 20 01.06700(N)    097 59 57.94700(W) AD(       ) 3
 FJ1067  NGVD 29 (07/19/86)  428.     (m)         1404.     (f) VERT ANG       
 FJ1067
 FJ1067.Superseded values are not recommended for survey control.
 FJ1067
 FJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1067.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1067
 FJ1067_MARKER: DU = BOUNDARY MARKER
 FJ1067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ1067_STAMPING: BOUNDARY LINE INDIAN TER. ELEVATION 1402 FT MILE 9
 FJ1067_MARK LOGO: USGS
 FJ1067_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1067
 FJ1067  HISTORY     - Date     Condition        Report By
 FJ1067  HISTORY     - 1902     MONUMENTED       USGS
 FJ1067  HISTORY     - 1934     GOOD             CGS
 FJ1067
 FJ1067                          STATION DESCRIPTION
 FJ1067
 FJ1067'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (WB)
 FJ1067'ABOUT 1-1/2 MILES NORTH AND 3 MILES WEST OF MINCO.  MARK
 FJ1067'IS BOUNDARY MONUMENT ESTABLISHED BY THE U.S. GEOLOGICAL
 FJ1067'SURVEY, AND IS AN IRON POST ABOUT 4 INCHES IN DIAMETER,
 FJ1067'PROJECTING ABOUT 6 INCHES ABOVE GROUND, SURROUNDED BY SMALL
 FJ1067'MOUND OF EARTH, WITH BRASS CAP ON TOP INSCRIBED AS FOLLOWS-
 FJ1067'U.S. GEOLOGICAL SURVEY, BOUNDARY LINE, INDIAN TER., ELEVATION
 FJ1067'1402 FT., MILE 91, T. 10 N., R. 8 W., S. 24.
 FJ1067
 FJ1067                          STATION RECOVERY (1934)
 FJ1067
 FJ1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1067'ABOUT 1-1/2 MILES NORTH AND 2-1/2 MILES WEST OF MINCO, 73
 FJ1067'YARDS SOUTH OF AN EAST-WEST ROAD, IN EAST FENCE LINE OF A
 FJ1067'LANE ABOUT 20 FEET WIDE, LEADING TO HOUSE.  THE MARK IS
 FJ1067'A STANDARD U.S.G.S. BOUNDARY LINE IRON POST PROJECTING ABOUT
 FJ1067'16 INCHES ABOVE THE GROUND.  THE MARK IS GOOD.  ELEVATION
 FJ1067'1,402 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0666 ***********************************************************************
 GG0666  DESIGNATION -  BOUNDARY MON AR MO OK
 GG0666  PID         -  GG0666
 GG0666  STATE/COUNTY-  OK/DELAWARE
 GG0666  COUNTRY     -  US
 GG0666  USGS QUAD   -  COLCORD NE (2017)
 GG0666
 GG0666                         *CURRENT SURVEY CONTROL
 GG0666  ______________________________________________________________________
 GG0666* NAD 83(1997) POSITION- 36 29 58.16895(N) 094 37 04.27970(W)   ADJUSTED
 GG0666* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 GG0666  ______________________________________________________________________
 GG0666  GEOID HEIGHT    -        -28.618 (meters)                     GEOID18
 GG0666  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 GG0666  HORZ ORDER      -  SECOND
 GG0666
 GG0666.The horizontal coordinates were established by classical geodetic methods
 GG0666.and adjusted by the National Geodetic Survey in September 1999.
 GG0666
 GG0666.The orthometric height was scaled from a topographic map.
 GG0666
 GG0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0666.GEOID18 height accuracy estimate available here.
 GG0666
 GG0666.Click photographs - Photos may exist for this station.
 GG0666
 GG0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0666
 GG0666. The following values were computed from the NAD 83(1997) position.
 GG0666
 GG0666;                    North         East     Units Scale Factor Converg.
 GG0666;SPC OK N     -   171,652.311   902,939.283   MT  0.99996215   +1 59 45.5
 GG0666;SPC OK N     -   563,162.62  2,962,393.30   sFT  0.99996215   +1 59 45.5
 GG0666;SPC OK N     -   563,162.62  2,962,393.30   sFT  0.99996215   +1 59 45.5
 GG0666;SPC MO W     -    36,936.243   839,441.748   MT  0.99994255   -0 04 12.4
 GG0666;SPC OK N     -   171,652.311   902,939.283   MT  0.99996215   +1 59 45.5
 GG0666;UTM  15      - 4,040,568.654   355,105.896   MT  0.99985866   -0 57 45.0
 GG0666
 GG0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0666!SPC OK N     -   0.99995049  x   0.99996215  =   0.99991264
 GG0666!SPC MO W     -   0.99995049  x   0.99994255  =   0.99989304
 GG0666!SPC OK N     -   0.99995049  x   0.99996215  =   0.99991264
 GG0666!UTM  15      -   0.99995049  x   0.99985866  =   0.99980916
 GG0666
 GG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5510540568(NAD 83)
 GG0666
 GG0666                          SUPERSEDED SURVEY CONTROL
 GG0666
 GG0666  NAD 83(1993)-  36 29 58.18142(N)    094 37 04.28465(W) AD(       ) 2
 GG0666  NAD 83(1986)-  36 29 58.18303(N)    094 37 04.28652(W) AD(       ) 2
 GG0666  NAD 27      -  36 29 57.92000(N)    094 37 03.49800(W) AD(       ) 2
 GG0666
 GG0666.Superseded values are not recommended for survey control.
 GG0666
 GG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0666.See file dsdata.pdf to determine how the superseded data were derived.
 GG0666
 GG0666_MARKER: 71 = BOUNDARY MONUMENT
 GG0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0666+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2010
 GG0666
 GG0666  HISTORY     - Date     Condition        Report By
 GG0666  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0666  HISTORY     - 20041124 GOOD             GEOCAC
 GG0666  HISTORY     - 20061028 GOOD             GEOCAC
 GG0666  HISTORY     - 20101029 GOOD             GEOCAC
 GG0666
 GG0666                          STATION DESCRIPTION
 GG0666
 GG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0666'THIS TRAVERSE STATION IS THE CENTER OF A 2-BY 2-FOOT CONCRETE
 GG0666'MONUMENT THAT STANDS 4 FEET HIGH.  IT IS ON A 3-BY 3-FOOT
 GG0666'CONCRETE BASE THAT PROJECTS 1 FOOT ABOVE THE GROUND.  THERE IS
 GG0666'A STONE SET IN THE TOP OF THE MONUMENT THAT IS ABOUT 5 BY 12
 GG0666'INCHES, AND EXENDS 12 INCHES ABOVE THE CONCRETE.  THE STONE
 GG0666'HAS MIER CUT IN THE N SIDE, AND ARK ON S FACE.  THE MONUMENT
 GG0666'HAS MISSOURI 1821 MOLDED IN THE N SIDE, OKLAHOMA 1907 IN THE W
 GG0666'SIDE, ARKANSAS 1836 IN THE S SIDE, AND ERECTED BY OZARK
 GG0666'CULTURE CLUB 1915 IN E SIDE.
 GG0666'
 GG0666'THE MONUMENT IS 3 FEET NW OF A 12-INCH OAK, 35 FEET W OF MISSOURI
 GG0666'HIGHWAY 90, AND 212.049 METERS W OF STATION SOUTH WEST MISSOURI.
 GG0666
 GG0666                          STATION RECOVERY (2004)
 GG0666
 GG0666'RECOVERY NOTE BY GEOCACHING 2004 (CLJ)
 GG0666'MONUNMENT INTACT AND IN GOOD SHAPE.
 GG0666
 GG0666                          STATION RECOVERY (2006)
 GG0666
 GG0666'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GG0666'GEOCAC FIRST REPORT.
 GG0666'MONUMENT IN GOOD SHAPE.
 GG0666
 GG0666                          STATION RECOVERY (2010)
 GG0666
 GG0666'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 GG0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1208 ***********************************************************************
 FJ1208  DESIGNATION -  BOWLEGS
 FJ1208  PID         -  FJ1208
 FJ1208  STATE/COUNTY-  OK/SEMINOLE
 FJ1208  COUNTRY     -  US
 FJ1208  USGS QUAD   -  SEMINOLE (2018)
 FJ1208
 FJ1208                         *CURRENT SURVEY CONTROL
 FJ1208  ______________________________________________________________________
 FJ1208* NAD 83(1993) POSITION- 35 08 52.93102(N) 096 38 14.45787(W)   ADJUSTED
 FJ1208* NAVD 88 ORTHO HEIGHT -   304.    (meters)      997.    (feet) SCALED
 FJ1208  ______________________________________________________________________
 FJ1208  GEOID HEIGHT    -        -27.303 (meters)                     GEOID18
 FJ1208  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC18
 FJ1208  HORZ ORDER      -  THIRD
 FJ1208
 FJ1208.The horizontal coordinates were established by classical geodetic methods
 FJ1208.and adjusted by the National Geodetic Survey in November 1994.
 FJ1208
 FJ1208.The orthometric height was scaled from a topographic map.
 FJ1208
 FJ1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1208.GEOID18 height accuracy estimate available here.
 FJ1208
 FJ1208.Click photographs - Photos may exist for this station.
 FJ1208
 FJ1208.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1208
 FJ1208. The following values were computed from the NAD 83(1993) position.
 FJ1208
 FJ1208;                    North         East     Units Scale Factor Converg.
 FJ1208;SPC OK S     -   202,136.287   724,163.703   MT  0.99998425   +0 46 24.5
 FJ1208;SPC OK S     -   663,175.47  2,375,860.42   sFT  0.99998425   +0 46 24.5
 FJ1208;UTM  14      - 3,892,015.458   715,227.505   MT  1.00017093   +1 21 38.4
 FJ1208
 FJ1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1208!SPC OK S     -   0.99995655  x   0.99998425  =   0.99994081
 FJ1208!UTM  14      -   0.99995655  x   1.00017093  =   1.00012748
 FJ1208
 FJ1208:                Primary Azimuth Mark                     Grid Az
 FJ1208:SPC OK S     -  BOWLEGS AZ MK                            254 49 12.9
 FJ1208:UTM  14      -  BOWLEGS AZ MK                            254 13 59.0
 FJ1208
 FJ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1522792015(NAD 83)
 FJ1208
 FJ1208|---------------------------------------------------------------------|
 FJ1208| PID    Reference Object                     Distance      Geod. Az  |
 FJ1208|                                                           dddmmss.s |
 FJ1208| CI1213 BOWLEGS RM 1                         21.364 METERS 13930     |
 FJ1208| CI1214 BOWLEGS RM 2                         16.204 METERS 24443     |
 FJ1208| CI1212 BOWLEGS AZ MK                                      2553537.4 |
 FJ1208|---------------------------------------------------------------------|
 FJ1208
 FJ1208                          SUPERSEDED SURVEY CONTROL
 FJ1208
 FJ1208  NAD 83(1986)-  35 08 52.93341(N)    096 38 14.44076(W) AD(       ) 3
 FJ1208  NAD 27      -  35 08 52.65492(N)    096 38 13.38187(W) AD(       ) 3
 FJ1208
 FJ1208.Superseded values are not recommended for survey control.
 FJ1208
 FJ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1208.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1208
 FJ1208_MARKER: DS = TRIANGULATION STATION DISK
 FJ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1208_STAMPING: BOWLEGS 1957
 FJ1208_MARK LOGO: CGS
 FJ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1208+STABILITY: SURFACE MOTION
 FJ1208
 FJ1208  HISTORY     - Date     Condition        Report By
 FJ1208  HISTORY     - 1957     MONUMENTED       CGS
 FJ1208
 FJ1208                          STATION DESCRIPTION
 FJ1208
 FJ1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1208'STATION IS 6 MILES SOUTHEAST OF SEMINOLE, 2 MILES EAST OF
 FJ1208'BOWLEGS, IN THE SOUTHEAST 1/4 OF SECTION 23, T 8 N., R 6 E,
 FJ1208'ON LAND OWNED BY MR. C.W. BROCK, 4359 CUNNINGHAM ST., WICHITA
 FJ1208'FALLS, TEXAS.
 FJ1208'
 FJ1208'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 FJ1208'99 IN SEMINOLE BY GOING SOUTH ON HIGHWAY 99 FOR 2.4 MILES TO THE
 FJ1208'JUNCTION OF STATE HIGHWAYS 99 AND 59, CONTINUE SOUTH ON HIGHWAY
 FJ1208'99 FOR 2 MILES TO CROSSROADS, TURN LEFT, EAST, AND FOLLOW
 FJ1208'GRADED ROAD FOR 1.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 FJ1208'SOUTH, FOR 0.75 MILE TO A SIDE ROAD RIGHT, (TO REACH THE AZIMUTH
 FJ1208'FROM HERE GO SOUTH FOR 0.2 MILE TO CROSSROADS, TURN RIGHT ONTO
 FJ1208'MACADAM ROAD FOR 1 MILE TO A SIDE ROAD LEFT, TURN LEFT, SOUTH,
 FJ1208'FOR 170 FEET TO MARK ON LEFT), TURN RIGHT, WESTERLY, FOR 0.15
 FJ1208'MILE TO A CATTLE GUARD IN EAST-WEST FENCE LINE, CROSS CATTLE
 FJ1208'GUARD AND BEAR SOUTHEASTERLY ACROSS FIELD FOR 270 FEET TO
 FJ1208'STATION.
 FJ1208'
 FJ1208'STATION MARKS ARE STANDARD DISKS, STAMPED BOWLEGS 1957.  THE
 FJ1208'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1208'POST PROJECTING 5 INCHES.  IT IS 62 FEET SOUTH-SOUTHWEST OF
 FJ1208'A TRIANGLE BLAZE ON THE SOUTH SIDE OF AN 18-INCH OAK TREE,
 FJ1208'132 FEET WEST-NORTHWEST OF THE NORTH ONE OF TWO OIL STORAGE
 FJ1208'TANKS, 107 FEET WEST OF A TRACK ROAD LEADING TO THE TANKS,
 FJ1208'276 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL PUMP
 FJ1208'HOUSE AND 270 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD.
 FJ1208'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF
 FJ1208'THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 FJ1208'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 FJ1208'
 FJ1208'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWLEGS NO 1
 FJ1208'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1208'PROJECTING 4 INCHES.  IT IS 77 FEET WEST OF THE SOUTH ONE OF
 FJ1208'THE STORAGE TANKS, 52 FEET WEST OF THE CENTER OF A TRACK ROAD
 FJ1208'LEADING TO THE TANKS, AND 288 FEET EAST-NORTHEAST OF THE
 FJ1208'NORTHEAST CORNER OF THE PUMP HOUSE.
 FJ1208'
 FJ1208'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOWLEGS NO 2
 FJ1208'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1208'PROJECTING 2 INCHES.  IT IS 243 FEET NORTHEAST OF THE NORTHEAST
 FJ1208'CORNER OF THE PUMP HOUSE AND 140 FEET EAST OF THE CENTER OF
 FJ1208'A TRACK ROAD LEADING TO THE PUMP HOUSE.
 FJ1208'
 FJ1208'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWLEGS 1957, SET
 FJ1208'IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING 6 INCHES.
 FJ1208'IT IS 1 FOOT WEST OF A ROAD RIGHT-OF-WAY FENCE, 33 FEET EAST
 FJ1208'OF THE CENTER OF A GRADED ROAD, 24 FEET SOUTHEAST OF A TELEPHONE
 FJ1208'POLE, 170 FEET SOUTH OF THE CENTER OF A MACADAM ROAD AND 37
 FJ1208'FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE CORNER.  A 4 IN X 4 IN
 FJ1208'WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 FJ1208'
 FJ1208'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0704 ***********************************************************************
 GJ0704  DESIGNATION -  BOYD
 GJ0704  PID         -  GJ0704
 GJ0704  STATE/COUNTY-  OK/ELLIS
 GJ0704  COUNTRY     -  US
 GJ0704  USGS QUAD   -  HARMON NW (2018)
 GJ0704
 GJ0704                         *CURRENT SURVEY CONTROL
 GJ0704  ______________________________________________________________________
 GJ0704* NAD 83(1993) POSITION- 36 09 41.49080(N) 099 40 07.70710(W)   ADJUSTED
 GJ0704* NAVD 88 ORTHO HEIGHT -   765.    (meters)     2510.    (feet) SCALED
 GJ0704  ______________________________________________________________________
 GJ0704  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 GJ0704  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 GJ0704  HORZ ORDER      -  FIRST
 GJ0704
 GJ0704.The horizontal coordinates were established by classical geodetic methods
 GJ0704.and adjusted by the National Geodetic Survey in November 1994.
 GJ0704
 GJ0704.The orthometric height was scaled from a topographic map.
 GJ0704
 GJ0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0704.GEOID18 height accuracy estimate available here.
 GJ0704
 GJ0704.Click photographs - Photos may exist for this station.
 GJ0704
 GJ0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0704
 GJ0704. The following values were computed from the NAD 83(1993) position.
 GJ0704
 GJ0704;                    North         East     Units Scale Factor Converg.
 GJ0704;SPC OK N     -   130,164.957   449,857.183   MT  0.99994541   -0 59 05.4
 GJ0704;SPC OK N     -   427,049.53  1,475,906.44   sFT  0.99994541   -0 59 05.4
 GJ0704;UTM  14      - 4,002,071.376   439,844.710   MT  0.99964459   -0 23 40.7
 GJ0704
 GJ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0704!SPC OK N     -   0.99988435  x   0.99994541  =   0.99982976
 GJ0704!UTM  14      -   0.99988435  x   0.99964459  =   0.99952898
 GJ0704
 GJ0704:                Primary Azimuth Mark                     Grid Az
 GJ0704:SPC OK N     -  BOYD AZ MK                               244 44 10.8
 GJ0704:UTM  14      -  BOYD AZ MK                               244 08 46.1
 GJ0704
 GJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3984402071(NAD 83)
 GJ0704
 GJ0704|---------------------------------------------------------------------|
 GJ0704| PID    Reference Object                     Distance      Geod. Az  |
 GJ0704|                                                           dddmmss.s |
 GJ0704| CK9021 BOYD RM 1                            14.441 METERS 20655     |
 GJ0704| CK9020 BOYD AZ MK                                         2434505.4 |
 GJ0704| GJ0706 ARNETT MUNICIPAL WATER TANK         APPROX. 9.5 KM 2513850.0 |
 GJ0704| GJ0707 ARNETT COUNTY COURTHOUSE MAST       APPROX. 9.6 KM 2514831.7 |
 GJ0704| GJ0725 SHATTUCK KYLE MOORE TV MAST         APPROX.21.5 KM 3013742.5 |
 GJ0704| CK9022 BOYD RM 2                            16.018 METERS 31010     |
 GJ0704| GJ0730 VORTAC GAGE RADIO GAG               APPROX.27.7 KM 3165115.7 |
 GJ0704| GJ0695 RNG GAGE RADIO GA                   APPROX.18.4 KM 3400748.1 |
 GJ0704|---------------------------------------------------------------------|
 GJ0704
 GJ0704                          SUPERSEDED SURVEY CONTROL
 GJ0704
 GJ0704  NAD 83(1986)-  36 09 41.49775(N)    099 40 07.69663(W) AD(       ) 1
 GJ0704  NAD 27      -  36 09 41.34852(N)    099 40 06.28410(W) AD(       ) 1
 GJ0704
 GJ0704.Superseded values are not recommended for survey control.
 GJ0704
 GJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0704.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0704
 GJ0704_MARKER: DS = TRIANGULATION STATION DISK
 GJ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0704_STAMPING: BOYD 1963
 GJ0704_MARK LOGO: CGS
 GJ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0704+STABILITY: SURFACE MOTION
 GJ0704
 GJ0704  HISTORY     - Date     Condition        Report By
 GJ0704  HISTORY     - 1963     MONUMENTED       CGS
 GJ0704
 GJ0704                          STATION DESCRIPTION
 GJ0704
 GJ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0704'THE STATION IS ABOUT 5-1/2 MILES EAST AND 1-3/4 MILES NORTH OF
 GJ0704'ARNETT, 6-1/4 MILES WEST AND 1 MILE NORTH OF HARMON, ON THE HIGHEST
 GJ0704'POINT OF A PROMINENT KNOLL WHICH IS THE HIGHEST POINT IN THE
 GJ0704'IMMEDIATE VICINITY AND IN PASTURE LAND OWNED BY ARLIE BOYD.
 GJ0704'
 GJ0704'TO REACH THE STATION FROM THE POST OFFICE IN HARMON, GO WEST ON
 GJ0704'U. S. HIGHWAY 60 FOR 6.3 MILES TO A CROSSROADS.  TURN RIGHT AND GO
 GJ0704'NORTH ON A GRADED ROAD FOR 1.5 MILES TO A CROSSROADS.  TURN LEFT
 GJ0704'AND GO WEST FOR 0.05 MILE TO A GATE ON THE RIGHT.  (THE AZIMUTH
 GJ0704'MARK IS 0.35 MILE WEST OF THIS POINT ON THE NORTH RIGHT-OF-WAY OF
 GJ0704'THE ROAD.) TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH ON A
 GJ0704'TRACK ROAD FOR 0.2 MILE TO THE SUMMIT OF THE KNOLL AND THE
 GJ0704'STATION.
 GJ0704'
 GJ0704'THE STATION MARK IS A STANDARD DISK, STAMPED BOYD 1963, SET IN
 GJ0704'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0704'IS 2.7 FEET WEST OF A WITNESS POST.
 GJ0704'
 GJ0704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOYD NO 1 1963, SET IN
 GJ0704'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0704'IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE
 GJ0704'STATION.
 GJ0704'
 GJ0704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOYD NO 2 1963, SET IN
 GJ0704'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0704'IS ON THE NORTH SLOPE OF THE HILL AND ABOUT 2 FEET LOWER THAN THE
 GJ0704'STATION.
 GJ0704'
 GJ0704'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOYD 1963, SET IN THE
 GJ0704'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0704'28.1 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.6 FEET SOUTH OF
 GJ0704'A NORTH RIGHT-OF-WAY FENCE AND 2.8 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1155 ***********************************************************************
 FH1155  DESIGNATION -  BOYNTON
 FH1155  PID         -  FH1155
 FH1155  STATE/COUNTY-  OK/MUSKOGEE
 FH1155  COUNTRY     -  US
 FH1155  USGS QUAD   -  BOYNTON (2018)
 FH1155
 FH1155                         *CURRENT SURVEY CONTROL
 FH1155  ______________________________________________________________________
 FH1155* NAD 83(1993) POSITION- 35 39 37.82517(N) 095 39 02.28141(W)   ADJUSTED
 FH1155* NAVD 88 ORTHO HEIGHT -   211.8   (meters)      695.    (feet) VERTCON3
 FH1155  ______________________________________________________________________
 FH1155  GEOID HEIGHT    -        -29.470 (meters)                     GEOID18
 FH1155  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 FH1155  HORZ ORDER      -  FIRST
 FH1155
 FH1155.The horizontal coordinates were established by classical geodetic methods
 FH1155.and adjusted by the National Geodetic Survey in November 1994.
 FH1155
 FH1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1155
 FH1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1155.GEOID18 height accuracy estimate available here.
 FH1155
 FH1155.Click photographs - Photos may exist for this station.
 FH1155
 FH1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1155
 FH1155. The following values were computed from the NAD 83(1993) position.
 FH1155
 FH1155;                    North         East     Units Scale Factor Converg.
 FH1155;SPC OK N     -    75,858.918   812,707.597   MT  0.99998429   +1 23 11.3
 FH1155;SPC OK N     -   248,880.47  2,666,358.17   sFT  0.99998429   +1 23 11.3
 FH1155;SPC OK S     -   260,633.949   812,736.397   MT  1.00011238   +1 20 00.7
 FH1155;SPC OK S     -   855,096.55  2,666,452.66   sFT  1.00011238   +1 20 00.7
 FH1155;UTM  15      - 3,949,531.767   260,057.334   MT  1.00030951   -1 32 45.6
 FH1155
 FH1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1155!SPC OK N     -   0.99997138  x   0.99998429  =   0.99995567
 FH1155!SPC OK S     -   0.99997138  x   1.00011238  =   1.00008376
 FH1155!UTM  15      -   0.99997138  x   1.00030951  =   1.00028088
 FH1155
 FH1155:                Primary Azimuth Mark                     Grid Az
 FH1155:SPC OK N     -  HORTON                                   205 15 34.8
 FH1155:SPC OK S     -  HORTON                                   205 18 45.4
 FH1155:UTM  15      -  HORTON                                   208 11 31.7
 FH1155
 FH1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6005749531(NAD 83)
 FH1155
 FH1155|---------------------------------------------------------------------|
 FH1155| PID    Reference Object                     Distance      Geod. Az  |
 FH1155|                                                           dddmmss.s |
 FH1155| FH1139 TAFT STATE ORPHANAGE WATER TK       APPROX.15.4 KM 0382647.7 |
 FH1155| FH1137 TAFT ST ASYLUM BLACK STEEL STK      APPROX.13.5 KM 0392545.8 |
 FH1155| CI1216 BOYNTON RM 1                         29.026 METERS 10141     |
 FH1155| FH1148 WAINWRIGHT BLACK TANK               APPROX. 8.8 KM 1261707.9 |
 FH1155| FH1149 RED BRICK STACK EAST OF HORTON      APPROX.12.2 KM 1904617.8 |
 FH1155| FH1150 HORTON                              APPROX.13.2 KM 2063846.1 |
 FH1155| CI1215 BOYNTON AZ MK                                      2115737.9 |
 FH1155| CI1217 BOYNTON RM 2                         38.492 METERS 34045     |
 FH1155| FH1143 HASKELL MUNICIPAL TANK WEST         APPROX.18.0 KM 3524844.1 |
 FH1155| FH1142 HASKELL MUNICIPAL TANK EAST         APPROX.17.7 KM 3533344.3 |
 FH1155|---------------------------------------------------------------------|
 FH1155
 FH1155                          SUPERSEDED SURVEY CONTROL
 FH1155
 FH1155  NAD 83(1986)-  35 39 37.84840(N)    095 39 02.27113(W) AD(       ) 1
 FH1155  NAD 27      -  35 39 37.48800(N)    095 39 01.32600(W) AD(       ) 1
 FH1155  NGVD 29 (07/19/86)  211.7    (m)          695.     (f) VERT ANG       
 FH1155
 FH1155.Superseded values are not recommended for survey control.
 FH1155
 FH1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1155.See file dsdata.pdf to determine how the superseded data were derived.
 FH1155
 FH1155_MARKER: DS = TRIANGULATION STATION DISK
 FH1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1155_STAMPING: BOYNTON 1934
 FH1155_MARK LOGO: CGS
 FH1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1155+STABILITY: SURFACE MOTION
 FH1155
 FH1155  HISTORY     - Date     Condition        Report By
 FH1155  HISTORY     - 1934     MONUMENTED       CGS
 FH1155  HISTORY     - 1955     GOOD             SSC
 FH1155  HISTORY     - 1959     GOOD             CGS
 FH1155  HISTORY     - 1960     GOOD             CGS
 FH1155  HISTORY     - 1968     GOOD             CGS
 FH1155
 FH1155                          STATION DESCRIPTION
 FH1155
 FH1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1155'STATION IS LOCATED ABOUT 3/4 MILE NNE OF BOYNTON IN THE SW CORNER
 FH1155'OF THE NE 1/4 OF SEC. 30, T 14 N, R 16 E, ON PROPERTY OWNED
 FH1155'BY C.C. CROOCH OF BOYNTON.  STATION IS 28 FEET E OF BOYNTON
 FH1155'STANDPIPE AND 11 FEET N OF E-W FENCE LINE.
 FH1155'
 FH1155'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FH1155'IN CONCRETE.
 FH1155'
 FH1155'SURFACE MARK PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF
 FH1155'THE GROUND AND DISK IS STAMPED BOYNTON, 1934.
 FH1155'
 FH1155'REFERENCE MARK NO.1, 29.003 METERS (95.14 FEET) ESE OF STATION
 FH1155'AND 7 FEET S OF E-W FENCE LINE, IS A STANDARD BRONZE DISK
 FH1155'SET IN A DEPRESSION IN A LARGE ROCK AND STAMPED BOYNTON NO.2,
 FH1155'1934.
 FH1155'
 FH1155'REFERENCE MARK NO.2, 38.492 METERS (126.27 FEET) NNW OF STATION,
 FH1155'IS ALSO A STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 FH1155'IN A LARGE RECTANGULAR ROCK AND IS STAMPED BOYNTON NO.2, 1934.
 FH1155'
 FH1155'AZIMUTH MARK IS 0.5 MILE SSW OF STATION, 80 FEET N OF NE
 FH1155'CORNER OF BYRDS SERVICE STATION, 79 FEET W OF CENTER LINE OF U.S.
 FH1155'HIGHWAY 62.  MARK IS A STANDARD REFERENCE DISK SET IN TOP OF
 FH1155'A 12- BY 12-INCH CONCRETE POST, PROJECTING ABOUT 8 INCHES
 FH1155'ABOVE THE GROUND AND IS STAMPED BOYNTON AZ., 1934.
 FH1155'
 FH1155'TO REACH STATION FROM BOYNTON, GO N 1 MILE ON U.S. HIGHWAY
 FH1155'62, TURN LEFT (W) THROUGH GATE AND GO 0.1 MILE TO HIGHEST
 FH1155'POINT ON HILL AND STATION.
 FH1155'
 FH1155'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1155
 FH1155                          STATION RECOVERY (1955)
 FH1155
 FH1155'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 FH1155'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1155'
 FH1155'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 FH1155'AS DESCRIBED.
 FH1155'
 FH1155'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 FH1155'READS 28 FT. E OF STATION.  DESCRIPTION OF REFERENCE MARK 1
 FH1155'SHOULD READ 28 M. E OF STATION.
 FH1155'
 FH1155'AZIMUTH MARK WAS NOT VISITED.
 FH1155
 FH1155                          STATION RECOVERY (1959)
 FH1155
 FH1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FH1155'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FH1155'RECOVERED IN GOOD CONDITION.  THE STATION IS 28 METERS (INSTEAD
 FH1155'OF 28 FEET) EAST OF BOYNTON STANDPIPE.  THE ANGLE TO R.M.
 FH1155'2 DID NOT CHECK THE 1934 OBSERVATION BUT THE DISTANCE AND
 FH1155'LOCATION ARE VERIFIED.  THE ROCK IN WHICH THE MARK IS SET
 FH1155'HAS DEFINITELY NOT BEEN MOVED.
 FH1155'
 FH1155'THE DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE NOTATIONS
 FH1155'MENTIONED.
 FH1155
 FH1155                          STATION RECOVERY (1960)
 FH1155
 FH1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1155'THIS STATION RECOVERED AS DESCRIBED EXCEPT THE STATION MARK
 FH1155'IS ABOUT 28 YARDS EAST OF THE STANDPIPE INSTEAD OF 28 FEET
 FH1155'AS ORIGINALLY DESCRIBED.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 FH1155'
 FH1155'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM BOYNTON
 FH1155'IS ADEQUATE FOR RECOVERY.
 FH1155
 FH1155                          STATION RECOVERY (1968)
 FH1155
 FH1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JEK)
 FH1155'STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK AND RM 1
 FH1155'WERE FOUND IN GOOD CONDITION AS DESCRIBED.  RM2 AND THE AZIMUTH
 FH1155'MARK WERE NOT FOUND.  MEASURED QUANTITIES WERE AS SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1156 ***********************************************************************
 FH1156  DESIGNATION -  BOYNTON STANDPIPE
 FH1156  PID         -  FH1156
 FH1156  STATE/COUNTY-  OK/MUSKOGEE
 FH1156  COUNTRY     -  US
 FH1156  USGS QUAD   -  BOYNTON (2018)
 FH1156
 FH1156                         *CURRENT SURVEY CONTROL
 FH1156  ______________________________________________________________________
 FH1156* NAD 83(1993) POSITION- 35 39 37.88098(N) 095 39 03.51046(W)   ADJUSTED
 FH1156  ______________________________________________________________________
 FH1156  GEOID HEIGHT    -        -29.470 (meters)                     GEOID18
 FH1156  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 FH1156  HORZ ORDER      -  THIRD
 FH1156
 FH1156.The horizontal coordinates were established by classical geodetic methods
 FH1156.and adjusted by the National Geodetic Survey in November 1994.
 FH1156
 FH1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1156.GEOID18 height accuracy estimate available here.
 FH1156
 FH1156.Click photographs - Photos may exist for this station.
 FH1156
 FH1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1156
 FH1156. The following values were computed from the NAD 83(1993) position.
 FH1156
 FH1156;                    North         East     Units Scale Factor Converg.
 FH1156;SPC OK N     -    75,859.890   812,676.651   MT  0.99998429   +1 23 10.6
 FH1156;SPC OK N     -   248,883.66  2,666,256.65   sFT  0.99998429   +1 23 10.6
 FH1156;SPC OK S     -   260,634.950   812,705.448   MT  1.00011238   +1 20 00.0
 FH1156;SPC OK S     -   855,099.83  2,666,351.12   sFT  1.00011238   +1 20 00.0
 FH1156;UTM  15      - 3,949,534.321   260,026.468   MT  1.00030969   -1 32 46.3
 FH1156
 FH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6002649534(NAD 83)
 FH1156
 FH1156                          SUPERSEDED SURVEY CONTROL
 FH1156
 FH1156  NAD 83(1986)-  35 39 37.90410(N)    095 39 03.50012(W) AD(       ) 3
 FH1156  NAD 27      -  35 39 37.54300(N)    095 39 02.55600(W) AD(       ) 3
 FH1156
 FH1156.Superseded values are not recommended for survey control.
 FH1156
 FH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1156.See file dsdata.pdf to determine how the superseded data were derived.
 FH1156
 FH1156_MARKER: 52 = STANDPIPE TANK
 FH1156
 FH1156  HISTORY     - Date     Condition        Report By
 FH1156  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1156  HISTORY     - 1959     GOOD             CGS
 FH1156
 FH1156                          STATION DESCRIPTION
 FH1156
 FH1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FH1156'THE STATION IS THE CENTER OF THE STEEL STANDPIPE ON A SLIGHT
 FH1156'HILL, ABOUT ONE MILE NORTH OF BOYNTON AND ABOUT 0.1 MILE
 FH1156'WEST OF U.S. HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0987 ***********************************************************************
 EL0987  DESIGNATION -  BRADLEY
 EL0987  PID         -  EL0987
 EL0987  STATE/COUNTY-  OK/GRADY
 EL0987  COUNTRY     -  US
 EL0987  USGS QUAD   -  BRADLEY (2018)
 EL0987
 EL0987                         *CURRENT SURVEY CONTROL
 EL0987  ______________________________________________________________________
 EL0987* NAD 83(1993) POSITION- 34 52 54.80901(N) 097 43 26.31720(W)   ADJUSTED
 EL0987* NAVD 88 ORTHO HEIGHT -   336.81  (+/-2cm)     1105.0   (feet) VERTCON3
 EL0987  ______________________________________________________________________
 EL0987  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 EL0987  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 EL0987  HORZ ORDER      -  THIRD
 EL0987  VERT ORDER      -  THIRD ? (See Below)
 EL0987
 EL0987.The horizontal coordinates were established by classical geodetic methods
 EL0987.and adjusted by the National Geodetic Survey in November 1994.
 EL0987
 EL0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0987
 EL0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0987.GEOID18 height accuracy estimate available here.
 EL0987
 EL0987.The vertical order pertains to the NGVD 29 superseded value.
 EL0987
 EL0987.Click photographs - Photos may exist for this station.
 EL0987
 EL0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0987
 EL0987. The following values were computed from the NAD 83(1993) position.
 EL0987
 EL0987;                    North         East     Units Scale Factor Converg.
 EL0987;SPC OK S     -   171,807.381   625,232.479   MT  0.99994939   +0 09 24.0
 EL0987;SPC OK S     -   563,671.38  2,051,283.56   sFT  0.99994939   +0 09 24.0
 EL0987;UTM  14      - 3,860,688.061   616,609.636   MT  0.99976759   +0 43 47.4
 EL0987
 EL0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0987!SPC OK S     -   0.99995122  x   0.99994939  =   0.99990061
 EL0987!UTM  14      -   0.99995122  x   0.99976759  =   0.99971882
 EL0987
 EL0987:                Primary Azimuth Mark                     Grid Az
 EL0987:SPC OK S     -  BRADLEY AZ MK                            296 58 30.3
 EL0987:UTM  14      -  BRADLEY AZ MK                            296 24 06.9
 EL0987
 EL0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1660960688(NAD 83)
 EL0987
 EL0987|---------------------------------------------------------------------|
 EL0987| PID    Reference Object                     Distance      Geod. Az  |
 EL0987|                                                           dddmmss.s |
 EL0987| CX9850 BRADLEY RM 1                          7.502 METERS 03115     |
 EL0987| CX9849 BRADLEY AZ MK                                      2970754.3 |
 EL0987| CX9851 BRADLEY RM 2                          8.678 METERS 30232     |
 EL0987|---------------------------------------------------------------------|
 EL0987
 EL0987                          SUPERSEDED SURVEY CONTROL
 EL0987
 EL0987  NAD 83(1986)-  34 52 54.81372(N)    097 43 26.30097(W) AD(       ) 3
 EL0987  NAD 27      -  34 52 54.55668(N)    097 43 25.17312(W) AD(       ) 3
 EL0987  NGVD 29             336.72   (m)         1104.7    (f) LEVELING    3  
 EL0987
 EL0987.Superseded values are not recommended for survey control.
 EL0987
 EL0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0987.See file dsdata.pdf to determine how the superseded data were derived.
 EL0987
 EL0987_MARKER: DS = TRIANGULATION STATION DISK
 EL0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0987_STAMPING: BRADLEY 1957
 EL0987_MARK LOGO: CGS
 EL0987_PROJECTION: FLUSH
 EL0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0987+STABILITY: SURFACE MOTION
 EL0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0987+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 EL0987
 EL0987  HISTORY     - Date     Condition        Report By
 EL0987  HISTORY     - 1957     MONUMENTED       CGS
 EL0987  HISTORY     - 1976     GOOD             DMA
 EL0987  HISTORY     - 1981     GOOD             LOCENG
 EL0987  HISTORY     - 20090306 GOOD             INDIV
 EL0987  HISTORY     - 20190807 GOOD             OKDOT
 EL0987
 EL0987                          STATION DESCRIPTION
 EL0987
 EL0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0987'STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 19 ABOUT
 EL0987'1 MILE WEST-NORTHWEST OF BRADLEY.  IN THE NORTHEAST 1/4 OF SECTION
 EL0987'28, T. 5. N., R. 5. W.
 EL0987'
 EL0987'TO REACH FROM THE TRAFFIC LIGHT AT THE CROSSROADS IN BRADLEY, GO
 EL0987'WEST-NORTHWEST ON STATE HIGHWAY 19 FOR 0.9 MILE TO TOP OF GRADE,
 EL0987'ROAD RIGHT AND STATION ON RIGHT.  TO REACH AZIMUTH MARK CONTINUE
 EL0987'ON STATE HIGHWAY 19 FOR 0.25 MILE TO A SIDE ROAD LEFT AND MARK
 EL0987'ON LEFT IN NORTHEAST ANGLE.
 EL0987'
 EL0987'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 EL0987'CONCRETE POSTS.
 EL0987'
 EL0987'STATION MARKS ARE STAMPED BRADLEY 1957.  THE SURFACE MARK PROJECTS
 EL0987'6 INCHES AND IS 168 FEET WEST OF THE CENTER OF A GRADED ROAD, 74
 EL0987'FEET NORTH OF THE CENTER OF STATE HIGHWAY 19, 2 FEET SOUTH OF A
 EL0987'ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 EL0987'SET 3 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 EL0987'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW GROUND SURFACE.
 EL0987'
 EL0987'REFERENCE MARK 1 PROJECTS 4 INCHES AND IS STAMPED BRADLEY NO 1
 EL0987'1957.  IT IS 149 FEET WEST OF THE CENTER OF THE GRADED ROAD, 98
 EL0987'FEET NORTH OF THE CENTER OF STATE HIGHWAY 19 AND 22 FEET NORTH OF
 EL0987'THE ROAD RIGHT-OF-WAY FENCE.
 EL0987'
 EL0987'REFERENCE MARK 2 PROJECTS 4 INCHES AND IS STAMPED BRADLEY NO 2
 EL0987'1957.  IT IS 196 FEET WEST OF THE CENTER OF THE GRADED ROAD, 72
 EL0987'FEET NORTH OF THE CENTER OF STATE HIGHWAY 19 AND 1 FOOT SOUTH OF
 EL0987'THE ROAD RIGHT-OF-WAY FENCE.
 EL0987'
 EL0987'AZIMUTH MARK PROJECTS 5 INCHES AND IS STAMPED BRADLEY 1957.  IT IS
 EL0987'74 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 19, 24 FEET NORTHWEST
 EL0987'OF THE CENTER OF A GRADED ROAD, 5 FEET WEST OF A TELEPHONE POLE,
 EL0987'3 FEET NORTHWEST OF A FENCE FORNER, 2 FEET NORTH OF AN EAST-WEST
 EL0987'RIGHT-OF-WAY FENCE AND ABOUT 15 FEET ABOVE HIGHWAY LEVEL.  A 4 IN
 EL0987'X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 EL0987
 EL0987                          STATION RECOVERY (1976)
 EL0987
 EL0987'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL0987'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND
 EL0987'NO. 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EL0987
 EL0987                          STATION RECOVERY (1981)
 EL0987
 EL0987'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 EL0987'FOUND STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND
 EL0987'NO. 2 IN GOOD CONDITION AS DESCRIBED.
 EL0987
 EL0987                          STATION RECOVERY (2009)
 EL0987
 EL0987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JWB)
 EL0987'RECOVERED IN GOOD CONDITION.
 EL0987
 EL0987                          STATION RECOVERY (2019)
 EL0987
 EL0987'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (MC)
 EL0987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0862 ***********************************************************************
 EL0862  DESIGNATION -  BRADY
 EL0862  PID         -  EL0862
 EL0862  STATE/COUNTY-  OK/GARVIN
 EL0862  COUNTRY     -  US
 EL0862  USGS QUAD   -  ELMORE CITY NE (2018)
 EL0862
 EL0862                         *CURRENT SURVEY CONTROL
 EL0862  ______________________________________________________________________
 EL0862* NAD 83(1993) POSITION- 34 38 14.45174(N) 097 15 38.61984(W)   ADJUSTED
 EL0862* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 EL0862  ______________________________________________________________________
 EL0862  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 EL0862  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 EL0862  HORZ ORDER      -  SECOND
 EL0862
 EL0862.The horizontal coordinates were established by classical geodetic methods
 EL0862.and adjusted by the National Geodetic Survey in November 1994.
 EL0862
 EL0862.The orthometric height was scaled from a topographic map.
 EL0862
 EL0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0862.GEOID18 height accuracy estimate available here.
 EL0862
 EL0862.Click photographs - Photos may exist for this station.
 EL0862
 EL0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0862
 EL0862. The following values were computed from the NAD 83(1993) position.
 EL0862
 EL0862;                    North         East     Units Scale Factor Converg.
 EL0862;SPC OK S     -   144,893.928   667,778.288   MT  0.99993637   +0 25 10.6
 EL0862;SPC OK S     -   475,372.83  2,190,869.27   sFT  0.99993637   +0 25 10.6
 EL0862;UTM  14      - 3,834,203.030   659,417.253   MT  0.99991325   +0 59 19.6
 EL0862
 EL0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0862!SPC OK S     -   0.99995295  x   0.99993637  =   0.99988932
 EL0862!UTM  14      -   0.99995295  x   0.99991325  =   0.99986620
 EL0862
 EL0862:                Primary Azimuth Mark                     Grid Az
 EL0862:SPC OK S     -  BRADY AZ MK                              250 48 00.8
 EL0862:UTM  14      -  BRADY AZ MK                              250 13 51.8
 EL0862
 EL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5941734203(NAD 83)
 EL0862
 EL0862|---------------------------------------------------------------------|
 EL0862| PID    Reference Object                     Distance      Geod. Az  |
 EL0862|                                                           dddmmss.s |
 EL0862| EL0878 SERVICE PLINE RAD KKE 768 MAST      APPROX.12.8 KM 0011702.1 |
 EL0862| EL0854 PAULS VALLEY STA KVLH MAST          APPROX.12.0 KM 0110212.2 |
 EL0862| EL0851 PAULS VALLEY MUNICIPAL TANK         APPROX.11.9 KM 0180105.6 |
 EL0862| EL0856 PAULS VALLEY MUN STANDPIPE          APPROX.10.8 KM 0233943.5 |
 EL0862| EL0855 STATE INDUSTRIAL SCHOOL TANK        APPROX. 7.7 KM 0391228.1 |
 EL0862| EL0852 WYNNEWOOD MUNICIPAL TANK            APPROX. 8.2 KM 0874618.2 |
 EL0862| CX9853 BRADY RM 1                           14.442 METERS 09418     |
 EL0862| CX9852 BRADY AZ MK                                        2511311.4 |
 EL0862| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.22.3 KM 2803433.9 |
 EL0862| CX9854 BRADY RM 2                           15.890 METERS 30611     |
 EL0862|---------------------------------------------------------------------|
 EL0862
 EL0862                          SUPERSEDED SURVEY CONTROL
 EL0862
 EL0862  NAD 83(1986)-  34 38 14.45652(N)    097 15 38.60814(W) AD(       ) 2
 EL0862  NAD 27      -  34 38 14.15690(N)    097 15 37.52460(W) AD(       ) 2
 EL0862
 EL0862.Superseded values are not recommended for survey control.
 EL0862
 EL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0862.See file dsdata.pdf to determine how the superseded data were derived.
 EL0862
 EL0862_MARKER: DS = TRIANGULATION STATION DISK
 EL0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0862_STAMPING: BRADY 1954
 EL0862_MARK LOGO: CGS
 EL0862_PROJECTION: FLUSH
 EL0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0862+STABILITY: SURFACE MOTION
 EL0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0862+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 EL0862
 EL0862  HISTORY     - Date     Condition        Report By
 EL0862  HISTORY     - 1954     MONUMENTED       CGS
 EL0862  HISTORY     - 1980     GOOD             OKDH
 EL0862  HISTORY     - 1986     GOOD             DMA
 EL0862  HISTORY     - 20110511 GOOD             INDIV
 EL0862
 EL0862                          STATION DESCRIPTION
 EL0862
 EL0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0862'THE STATION IS ABOUT 8 MILES EAST OF ELMORE CITY, 7 MILES
 EL0862'SOUTH-SOUTHWEST OF PAULS VALLEY, 5 MILES WEST OF WYNNEWOOD AND 1
 EL0862'MILE SOUTH OF STATE ROUTE NO. 29 ON THE SUMMIT OF A WOODED HILL.  IT
 EL0862'IS 14 FEET SOUTH OF THE CENTER OF A WOODS ROAD AND 10.5 FEET
 EL0862'NORTHWEST OF A TRIANGULAR BLAZED FENCE CORNER POST.  IT IS
 EL0862'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 EL0862'STAMPED BRADY 1954.
 EL0862'
 EL0862'REFERENCE MARK NO. 1 IS 38 FEET EAST OF A TRIANGULAR BLAZED FENCE
 EL0862'CORNER POST, 10 FEET SOUTH OF THE CENTER OF A WOODS ROAD AND 1
 EL0862'FOOT NORTH OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH THE SURFACE
 EL0862'OF THE GROUND AND THE DISK IS STAMPED BRADY NO 1 1954.
 EL0862'
 EL0862'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF A WOODS
 EL0862'ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE
 EL0862'OF THE GROUND AND THE DISK IS STAMPED BRADY NO 2 1954.
 EL0862'
 EL0862'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EL0862'IS 95.7 FEET.
 EL0862'
 EL0862'THE AZIMUTH MARK IS ACROSS THE ROAD FROM AN ABANDONED FARM HOUSE,
 EL0862'21 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 8 FEET SOUTH OF A
 EL0862'WITNESS POST AND 5 FEET WEST OF A FENCE.  IT IS A STANDARD BRONZE
 EL0862'DISK CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP OF BEDROCK AND
 EL0862'THE DISK IS STAMPED BRADY 1954.
 EL0862'
 EL0862'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 77
 EL0862'AND STATE ROUTE NO. 29 ONE BLOCK SOUTH OF THE POST OFFICE AND ONE
 EL0862'BLOCK EAST OF THE RAILROAD DEPOT IN WYNNEWOOD, GO WEST AND
 EL0862'NORTHWEST ON U.S. HIGHWAY NO. 77 AND STATE ROUTE NO. 29 FOR 1.9
 EL0862'MILES TO WHERE STATE ROUTE NO. 29 TURNS LEFT.  HERE TURN LEFT ON
 EL0862'STATE ROUTE NO.  29 AND GO WEST FOR 2.6 MILES TO THE JUNCTION OF
 EL0862'STATE ROUTE NO. 29A, TURN LEFT AND GO SOUTH ON STATE ROUTE NO. 29A
 EL0862'FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A
 EL0862'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  HERE TURN RIGHT AND
 EL0862'GO NORTH ON A GRAVELED ROAD FOR 0.95 MILE TO A POINT JUST SOUTH
 EL0862'OF WHERE THE ROAD CURVES TO THE LEFT AND THE AZIMUTH MARK ON THE
 EL0862'RIGHT IN A LARGE ROCK OUTCROP AS DESCRIBED.  CONTINUE NORTH FOR
 EL0862'0.05 MILE TO A WIRE GATE ON THE RIGHT, PASS THROUGH THIS WIRE GATE
 EL0862'AND FOLLOW A WOODS ROAD EAST ALONG THE SOUTH SIDE OF A FENCE FOR
 EL0862'0.25 MILE TO THE SUMMIT OF THE HILL AND THE STATION ON THE RIGHT
 EL0862'AS DESCRIBED.
 EL0862'
 EL0862'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EL0862
 EL0862                          STATION RECOVERY (1980)
 EL0862
 EL0862'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1980 (BEG)
 EL0862'STATION BRADY IN GOOD CONDITION.
 EL0862'
 EL0862'BRADY AZIMUTH MK. IN GOOD CONDITION.
 EL0862'
 EL0862'R.M. NO. 1 AND R.M. NO. 2 IN GOOD CONDITION.
 EL0862'
 EL0862'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILE E. OF ELMORE
 EL0862'CITY, 1.0 MILE SOUTH SH 29.
 EL0862
 EL0862                          STATION RECOVERY (1986)
 EL0862
 EL0862'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 EL0862'RECOVERED IN GOOD CONDITION.
 EL0862
 EL0862                          STATION RECOVERY (2011)
 EL0862
 EL0862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 EL0862'CONCRETE WAS A LITTLE DAMAGED BUT MONUENT WAS IN GOOD SHAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1060 ***********************************************************************
 FH1060  DESIGNATION -  BRAGGS
 FH1060  PID         -  FH1060
 FH1060  STATE/COUNTY-  OK/MUSKOGEE
 FH1060  COUNTRY     -  US
 FH1060  USGS QUAD   -  BRAGGS (2018)
 FH1060
 FH1060                         *CURRENT SURVEY CONTROL
 FH1060  ______________________________________________________________________
 FH1060* NAD 83(1993) POSITION- 35 39 48.64123(N) 095 10 33.81344(W)   ADJUSTED
 FH1060* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 FH1060  ______________________________________________________________________
 FH1060  GEOID HEIGHT    -        -29.509 (meters)                     GEOID18
 FH1060  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 FH1060  HORZ ORDER      -  SECOND
 FH1060
 FH1060.The horizontal coordinates were established by classical geodetic methods
 FH1060.and adjusted by the National Geodetic Survey in November 1994.
 FH1060
 FH1060.The orthometric height was scaled from a topographic map.
 FH1060
 FH1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1060.GEOID18 height accuracy estimate available here.
 FH1060
 FH1060.Click photographs - Photos may exist for this station.
 FH1060
 FH1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1060
 FH1060. The following values were computed from the NAD 83(1993) position.
 FH1060
 FH1060;                    North         East     Units Scale Factor Converg.
 FH1060;SPC OK N     -    77,336.855   855,653.959   MT  0.99998383   +1 39 59.5
 FH1060;SPC OK N     -   253,729.33  2,807,258.03   sFT  0.99998383   +1 39 59.5
 FH1060;UTM  15      - 3,948,809.339   303,031.898   MT  1.00007810   -1 16 08.8
 FH1060
 FH1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1060!SPC OK N     -   0.99997573  x   0.99998383  =   0.99995956
 FH1060!UTM  15      -   0.99997573  x   1.00007810  =   1.00005383
 FH1060
 FH1060:                Primary Azimuth Mark                     Grid Az
 FH1060:SPC OK N     -  BRAGGS MUNICIPAL TANK                    268 07 10.4
 FH1060:UTM  15      -  BRAGGS MUNICIPAL TANK                    271 03 18.7
 FH1060
 FH1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0303148809(NAD 83)
 FH1060
 FH1060|---------------------------------------------------------------------|
 FH1060| PID    Reference Object                     Distance      Geod. Az  |
 FH1060|                                                           dddmmss.s |
 FH1060| FH1059 BRAGGS MUNICIPAL TANK               APPROX. 1.9 KM 2694709.9 |
 FH1060| FH1057 BRAGGS                              410.931 METERS 2763803.2 |
 FH1060|---------------------------------------------------------------------|
 FH1060
 FH1060                          SUPERSEDED SURVEY CONTROL
 FH1060
 FH1060  NAD 83(1986)-  35 39 48.65777(N)    095 10 33.79826(W) AD(       ) 2
 FH1060  NAD 27      -  35 39 48.30900(N)    095 10 32.94500(W) AD(       ) 2
 FH1060
 FH1060.Superseded values are not recommended for survey control.
 FH1060
 FH1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1060.See file dsdata.pdf to determine how the superseded data were derived.
 FH1060
 FH1060_MARKER: DB = BENCH MARK DISK
 FH1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1060_STAMPING: BM BRAGGS
 FH1060_MARK LOGO: USACE
 FH1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1060+STABILITY: SURFACE MOTION
 FH1060
 FH1060  HISTORY     - Date     Condition        Report By
 FH1060  HISTORY     - 1943     MONUMENTED       USACE
 FH1060  HISTORY     - 1955     GOOD             SSC
 FH1060  HISTORY     - 1960     GOOD             CGS
 FH1060  HISTORY     - 1967     GOOD             USAF
 FH1060  HISTORY     - 1970     GOOD             USA
 FH1060
 FH1060                          STATION DESCRIPTION
 FH1060
 FH1060'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1943
 FH1060'1.4 MI. E AND 0.1 MI. N OF BRAGGS, IN NW 1/4 SECTION 27,
 FH1060'T 14 N, R 20 E.
 FH1060'
 FH1060'TO REACH FROM THE MISSOURI PACIFIC RAILWAY STATION AT BRAGGS,
 FH1060'GO E ACROSS THE TRACKS FOR 150 FT. TO OKLAHOMA STATE HIGHWAY
 FH1060'10, TURN LEFT AND FOLLOW THE HIGHWAY NW FOR 0.73 MI., THENCE
 FH1060'TURN RIGHT (E) AT CAMP GRUBER S ENTRANCE GATE AND CONTINUE
 FH1060'E ALONG F STREET FOR 1.45 MI. TO THE INTERSECTION OF F STREET
 FH1060'AND FIFTEENTH STREET (FILM SUB-LIBRARY BUILDING SETS IN
 FH1060'SE CORNER OF THIS INTERSECTION).  TURN RIGHT (S) FOR 200
 FH1060'FT. TO A WYE IN THE STREET.  TAKE THE LEFT STREET OF THE
 FH1060'WYE AND CONTINUE SE FOR 0.33 MI. TO AN E CURVE IN THE ROAD.
 FH1060'CONTINUE AROUND THE CURVE FOR 200 FT., THENCE TURN RIGHT
 FH1060'(S) ON A FIELD ROAD THAT RUNS ON THE W SIDE OF BUILDING NO.
 FH1060'3802.  CONTINUE IN A S DIRECTION, KEEPING RIGHT-HAND ROAD
 FH1060'UPHILL REACHING THE CROWN OF A HILL FOR 0.13 MI. DISTANT.
 FH1060'150 FT. S OF THE CROWN OF THE HILL TAKE THE LEFT HAND OF
 FH1060'THE WYE IN THE ROAD.  DESCEND 0.1 MI. TO A SADDLE OF
 FH1060'TWO HILLS.  KEEP THE LEFT-HAND ROAD AND ASCEND A HILL
 FH1060'FOR ABOUT 400 FT. TO THE MARK.  HILL IS BARE WITH
 FH1060'SCATTERED PERSIMMON BUSHES GROWING ON W AND S SIDES.
 FH1060'
 FH1060'MARK SETS ON THE CROWN OF THE HILL, ABOUT 15 FT. W OF THE
 FH1060'CENTERLINE OF THE ROAD, AND PROTRUDES ABOUT 0.2 FT. ABOVE
 FH1060'GROUND.
 FH1060'
 FH1060'MARK IS A U.S.E. B.M. STANDARD BRASS CAP, SET HORIZONTALLY
 FH1060'IN THE TOP OF A 1.0-FT.-DIAMETER CONCRETE BLOCK AND STAMPED
 FH1060'BM BRAGGS.
 FH1060
 FH1060                          STATION RECOVERY (1955)
 FH1060
 FH1060'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 FH1060'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1060'
 FH1060'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 FH1060'AND REFERENCE MARKS WERE NOT VISITED.
 FH1060
 FH1060                          STATION RECOVERY (1960)
 FH1060
 FH1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1060'THIS STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FH1060'IT IS ABOUT 0.25 MILE EAST-SOUTHEAST OF THE TALL SMOKE STACK
 FH1060'AT ABANDONED CAMP GRUBER.  THE MAGNETIC BEARING OF THE STACK
 FH1060'FROM THE STATION IS 288 DEGREES.
 FH1060'
 FH1060'NO WAY WAS FOUND TO DRIVE TO THIS STATION AS ALL GATES
 FH1060'LEADING TO AREA WERE LOCKED OR THE ROADS HAD BEEN FENCED
 FH1060'OFF.
 FH1060
 FH1060                          STATION RECOVERY (1967)
 FH1060
 FH1060'RECOVERY NOTE BY US AIR FORCE 1967 (BLM)
 FH1060'B. M. BRAGGS STATION RECOVERED IN GOOD CONDITION.
 FH1060
 FH1060                          STATION RECOVERY (1970)
 FH1060
 FH1060'RECOVERY NOTE BY US ARMY 1970 (CLG)
 FH1060'B. M. BRAGGS RECOVERED IN GOOD CONDITION.  TRIANGULATION TOWER GONE.
 FH1060'TOWER PEDESTALS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1059 ***********************************************************************
 FH1059  DESIGNATION -  BRAGGS MUNICIPAL TANK
 FH1059  PID         -  FH1059
 FH1059  STATE/COUNTY-  OK/MUSKOGEE
 FH1059  COUNTRY     -  US
 FH1059  USGS QUAD   -  BRAGGS (2018)
 FH1059
 FH1059                         *CURRENT SURVEY CONTROL
 FH1059  ______________________________________________________________________
 FH1059* NAD 83(1993) POSITION- 35 39 48.40130(N) 095 11 50.34421(W)   ADJUSTED
 FH1059  ______________________________________________________________________
 FH1059  GEOID HEIGHT    -        -29.522 (meters)                     GEOID18
 FH1059  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 FH1059  HORZ ORDER      -  THIRD
 FH1059
 FH1059.The horizontal coordinates were established by classical geodetic methods
 FH1059.and adjusted by the National Geodetic Survey in November 1994.
 FH1059
 FH1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1059.GEOID18 height accuracy estimate available here.
 FH1059
 FH1059.Click photographs - Photos may exist for this station.
 FH1059
 FH1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1059
 FH1059. The following values were computed from the NAD 83(1993) position.
 FH1059
 FH1059;                    North         East     Units Scale Factor Converg.
 FH1059;SPC OK N     -    77,273.696   853,730.153   MT  0.99998384   +1 39 14.4
 FH1059;SPC OK N     -   253,522.12  2,800,946.34   sFT  0.99998384   +1 39 14.4
 FH1059;UTM  15      - 3,948,844.789   301,107.192   MT  1.00008749   -1 16 53.4
 FH1059
 FH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0110748844(NAD 83)
 FH1059
 FH1059                          SUPERSEDED SURVEY CONTROL
 FH1059
 FH1059  NAD 83(1986)-  35 39 48.41800(N)    095 11 50.32923(W) AD(       ) 3
 FH1059  NAD 27      -  35 39 48.06800(N)    095 11 49.47100(W) AD(       ) 3
 FH1059
 FH1059.Superseded values are not recommended for survey control.
 FH1059
 FH1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1059.See file dsdata.pdf to determine how the superseded data were derived.
 FH1059
 FH1059_MARKER: 53 = ELEVATED TANK
 FH1059
 FH1059  HISTORY     - Date     Condition        Report By
 FH1059  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1059
 FH1059                          STATION DESCRIPTION
 FH1059
 FH1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1059'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF
 FH1059'THE BRAGGS MUNICIPAL WATER TANK.  THIS IS A BLACK-COLORED
 FH1059'ELEVATED STEEL STRUCTURE.  IT IS 100 FEET TO THE BASE OF THE
 FH1059'TANK AND 30 FEET FROM BASE TO FINIAL.
 FH1059'
 FH1059'THE TANK IS LOCATED ON THE N SIDE OF THE MISSOURI PACIFIC
 FH1059'TRACK NEAR THE CENTER OF TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0849 ***********************************************************************
 EL0849  DESIGNATION -  BRANCH
 EL0849  PID         -  EL0849
 EL0849  STATE/COUNTY-  OK/GARVIN
 EL0849  COUNTRY     -  US
 EL0849  USGS QUAD   -  JOY (2018)
 EL0849
 EL0849                         *CURRENT SURVEY CONTROL
 EL0849  ______________________________________________________________________
 EL0849* NAD 83(1993) POSITION- 34 30 45.01597(N) 097 11 54.66214(W)   ADJUSTED
 EL0849* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 EL0849  ______________________________________________________________________
 EL0849  GEOID HEIGHT    -        -25.220 (meters)                     GEOID18
 EL0849  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 EL0849  HORZ ORDER      -  THIRD
 EL0849
 EL0849.The horizontal coordinates were established by classical geodetic methods
 EL0849.and adjusted by the National Geodetic Survey in November 1994.
 EL0849
 EL0849.The orthometric height was scaled from a topographic map.
 EL0849
 EL0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0849.GEOID18 height accuracy estimate available here.
 EL0849
 EL0849.Click photographs - Photos may exist for this station.
 EL0849
 EL0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0849
 EL0849. The following values were computed from the NAD 83(1993) position.
 EL0849
 EL0849;                    North         East     Units Scale Factor Converg.
 EL0849;SPC OK S     -   131,089.564   673,591.737   MT  0.99993672   +0 27 17.8
 EL0849;SPC OK S     -   430,083.01  2,209,942.22   sFT  0.99993672   +0 27 17.8
 EL0849;UTM  14      - 3,820,457.084   665,367.100   MT  0.99993707   +1 01 15.3
 EL0849
 EL0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0849!SPC OK S     -   0.99995796  x   0.99993672  =   0.99989468
 EL0849!UTM  14      -   0.99995796  x   0.99993707  =   0.99989503
 EL0849
 EL0849:                Primary Azimuth Mark                     Grid Az
 EL0849:SPC OK S     -  BRANCH AZ MK                             303 36 38.3
 EL0849:UTM  14      -  BRANCH AZ MK                             303 02 40.8
 EL0849
 EL0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6536720457(NAD 83)
 EL0849
 EL0849|---------------------------------------------------------------------|
 EL0849| PID    Reference Object                     Distance      Geod. Az  |
 EL0849|                                                           dddmmss.s |
 EL0849| EL0847 DAVIS MUNICIPAL TANK                APPROX. 7.7 KM 0941939.6 |
 EL0849| CX9859 BRANCH RM 1                          10.378 METERS 12435     |
 EL0849| CX9860 BRANCH RM 2                           8.887 METERS 21648     |
 EL0849| CX9858 BRANCH AZ MK                                       3040356.1 |
 EL0849|---------------------------------------------------------------------|
 EL0849
 EL0849                          SUPERSEDED SURVEY CONTROL
 EL0849
 EL0849  NAD 83(1986)-  34 30 45.02103(N)    097 11 54.65159(W) AD(       ) 3
 EL0849  NAD 27      -  34 30 44.70770(N)    097 11 53.57020(W) AD(       ) 3
 EL0849
 EL0849.Superseded values are not recommended for survey control.
 EL0849
 EL0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0849.See file dsdata.pdf to determine how the superseded data were derived.
 EL0849
 EL0849_MARKER: DS = TRIANGULATION STATION DISK
 EL0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0849_STAMPING: BRANCH 1954
 EL0849_MARK LOGO: CGS
 EL0849_PROJECTION: FLUSH
 EL0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0849+STABILITY: SURFACE MOTION
 EL0849
 EL0849  HISTORY     - Date     Condition        Report By
 EL0849  HISTORY     - 1954     MONUMENTED       CGS
 EL0849  HISTORY     - 1980     SEE DESCRIPTION  OKDH
 EL0849
 EL0849                          STATION DESCRIPTION
 EL0849
 EL0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0849'THE STATION IS LOCATED ABOUT 5 MILES WEST OF DAVIS, ABOUT 3 MILES
 EL0849'EAST OF HOOVER AND ABOUT 50 YARDS NORTHEAST OF STATE HIGHWAY 7 ON
 EL0849'THE SUMMIT OF A SMALL KNOLL ON LAND BELONGING TO THE YOUNGBLOOD
 EL0849'RANCH. THE STATION MARK IS 85 YARDS NORTH OF THE CATTLE GUARD AT THE
 EL0849'ENTRANCE TO THE YOUNGBLOOD RANCH AND 119 FEET NORTHEAST OF A
 EL0849'FENCE.  IT IS SET FLUSH AND IS STAMPED BRANCH 1954.
 EL0849'
 EL0849'REFERENCE MARK NO. 1 IS 120 FEET NORTHEAST OF THE FENCE LINE AND 1
 EL0849'FOOT BELOW STATION ELEVATION.  IT IS SET FLUSH AND IS STAMPED BRANCH
 EL0849'NO 1 1954.
 EL0849'
 EL0849'REFERENCE MARK NO. 2 IS 90 FEET NORTHEAST OF THE FENCE LINE.  IT IS
 EL0849'SET FLUSH AND IS STAMPED BRANCH NO 2 1954.
 EL0849'
 EL0849'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 45.70 FEET.
 EL0849'
 EL0849'THE AZIMUTH MARK IS SET IN THE NORTHEAST HEAD WALL OF A CONCRETE
 EL0849'BRIDGE, 18 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 7 AND 18
 EL0849'FEET NORTHWEST OF A GUARD RAIL POST.  IT IS A STANDARD AZIMUTH
 EL0849'MARK DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE HEAD WALL
 EL0849'AND IS STAMPED BRANCH 1954.
 EL0849'
 EL0849'TO REACH THE STATION FROM THE DAVIS RAILROAD DEPOT GO WEST ON U.S.
 EL0849'HIGHWAY 77 AND STATE HIGHWAY 7 FOR 0.2 MILE TO THEIR JUNCTION,
 EL0849'CONTINUE WEST ON STATE HIGHWAY 7 FOR 2.9 MILES TO GENNS GROCERY ON
 EL0849'THE LEFT.  CONTINUE WESTERLY ON THE HIGHWAY FOR 1.2 MILES TO A
 EL0849'GATE AND CATTLE GUARD ON THE RIGHT, TURN RIGHT ACROSS THE CATTLE
 EL0849'GUARD, THEN LEFT LEAVING THE DRIVEWAY AND TAKE THE DIM TRACK
 EL0849'ROAD FOR ABOUT 85 YARDS TO THE FIRST SUMMIT AND THE STATION AND
 EL0849'REFERENCE MARKS AS DESCRIBED.
 EL0849'
 EL0849'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE RANCH GO NORTHERLY
 EL0849'ON STATE HIGHWAY 7 FOR 0.5 MILE TO THE CEMENT BRIDGE AND THE
 EL0849'AZIMUTH MARK ON THE RIGHT.
 EL0849
 EL0849                          STATION RECOVERY (1980)
 EL0849
 EL0849'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1980 (BEG)
 EL0849'STA. BRANCH STATION DESTROYED - FOUND 3/4 INCH IRON PIN - INPLACE.
 EL0849'
 EL0849'BRANCH AZIMUTH MARK FOUND INPLACE IN VERY GOOD CONDITION.
 EL0849'
 EL0849'RM NO. 1 AND RM NO. 2 BOTH REF. MARKS FOUND INPLACE AND VERY GOOD
 EL0849'COND.
 EL0849'
 EL0849'WITNESS POST RE-SET STEEL POST WITH USC AND GS METAL SIGN.
 EL0849'
 EL0849'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF DAVIS
 EL0849'AND NO. MILES EAST OF HOOVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0602 ***********************************************************************
 FK0602  DESIGNATION -  BREAKS
 FK0602  PID         -  FK0602
 FK0602  STATE/COUNTY-  OK/BECKHAM
 FK0602  COUNTRY     -  US
 FK0602  USGS QUAD   -  TEXOLA (2018)
 FK0602
 FK0602                         *CURRENT SURVEY CONTROL
 FK0602  ______________________________________________________________________
 FK0602* NAD 83(1993) POSITION- 35 10 06.66969(N) 099 59 45.97413(W)   ADJUSTED
 FK0602* NAVD 88 ORTHO HEIGHT -   648.7   (meters)     2128.    (feet) VERTCON3
 FK0602  ______________________________________________________________________
 FK0602  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 FK0602  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 FK0602  HORZ ORDER      -  FIRST
 FK0602
 FK0602.The horizontal coordinates were established by classical geodetic methods
 FK0602.and adjusted by the National Geodetic Survey in November 1994.
 FK0602
 FK0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0602
 FK0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0602.GEOID18 height accuracy estimate available here.
 FK0602
 FK0602.Click photographs - Photos may exist for this station.
 FK0602
 FK0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0602
 FK0602. The following values were computed from the NAD 83(1993) position.
 FK0602
 FK0602;                    North         East     Units Scale Factor Converg.
 FK0602;SPC OK S     -   205,368.542   418,167.767   MT  0.99998783   -1 07 58.9
 FK0602;SPC OK S     -   673,779.96  1,371,938.75   sFT  0.99998783   -1 07 58.9
 FK0602;SPC TX N     - 1,130,673.565   336,989.656   MT  0.99992030   +0 52 17.6
 FK0602;SPC TX N     - 3,709,551.52  1,105,606.90   sFT  0.99992030   +0 52 17.6
 FK0602;UTM  14      - 3,892,185.681   409,289.066   MT  0.99970141   -0 34 25.6
 FK0602
 FK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0602!SPC OK S     -   0.99990230  x   0.99998783  =   0.99989014
 FK0602!SPC TX N     -   0.99990230  x   0.99992030  =   0.99982261
 FK0602!UTM  14      -   0.99990230  x   0.99970141  =   0.99960374
 FK0602
 FK0602:                Primary Azimuth Mark                     Grid Az
 FK0602:SPC OK S     -  TEXOLA WATER TANK                        007 58 50.5
 FK0602:SPC TX N     -  TEXOLA WATER TANK                        005 58 34.0
 FK0602:UTM  14      -  TEXOLA WATER TANK                        007 25 17.2
 FK0602
 FK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0928992185(NAD 83)
 FK0602
 FK0602|---------------------------------------------------------------------|
 FK0602| PID    Reference Object                     Distance      Geod. Az  |
 FK0602|                                                           dddmmss.s |
 FK0602| FK0603 TEXOLA WATER TANK                   APPROX. 5.7 KM 0065051.6 |
 FK0602| CK9030 BREAKS RM 1                         176.930 METERS 07937     |
 FK0602| CK9031 BREAKS RM 2                         342.660 METERS 27435     |
 FK0602|---------------------------------------------------------------------|
 FK0602
 FK0602                          SUPERSEDED SURVEY CONTROL
 FK0602
 FK0602  NAD 83(1986)-  35 10 06.67247(N)    099 59 45.96612(W) AD(       ) 1
 FK0602  NAD 27      -  35 10 06.48300(N)    099 59 44.57100(W) AD(       ) 1
 FK0602  NGVD 29 (07/19/86)  648.5    (m)         2128.     (f) VERT ANG       
 FK0602
 FK0602.Superseded values are not recommended for survey control.
 FK0602
 FK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0602.See file dsdata.pdf to determine how the superseded data were derived.
 FK0602
 FK0602_MARKER: DS = TRIANGULATION STATION DISK
 FK0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0602_STAMPING: BREAKS 1927
 FK0602_MARK LOGO: CGS
 FK0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0602+STABILITY: SURFACE MOTION
 FK0602
 FK0602  HISTORY     - Date     Condition        Report By
 FK0602  HISTORY     - 1927     MONUMENTED       CGS
 FK0602  HISTORY     - 1965     GOOD             OKDH
 FK0602
 FK0602                          STATION DESCRIPTION
 FK0602
 FK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0602'ABOUT 3 MILES S AND 1/4 MILE W OF TEXOLA, ABOUT 3,000 FEET
 FK0602'E OF OLD STATE LINE, 575 FEET W OF W FENCE ON OLD SECTION
 FK0602'LINE ROAD, IN PASTURE LAND, ON A NARROW RIDGE WHICH RUNS
 FK0602'WESTWARD FROM THE FENCE ABOUT 1/4 MILE, AND THEN BREAKS
 FK0602'OFF INTO CREEK BOTTOMS.  STATION IS NOT ON HIGHEST POINT
 FK0602'OF RIDGE.
 FK0602'
 FK0602'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FK0602'DISKS SET IN CONCRETE.
 FK0602'
 FK0602'REFERENCE MARK NO. 1 IS 176.93 METERS (580.5 FEET) FROM
 FK0602'STATION, N 79 DEG 36 MIN 45 SEC E.
 FK0602'
 FK0602'REFERENCE MARK NO. 2 IS 342.66 METERS (1,124.2 FEET) FROM
 FK0602'THE STATION, N 85 DEG 25 MIN 15 SEC W.  AZIMUTH TO
 FK0602'TEXOLA WATER TANK IS 186 DEG 50 MIN 53 SEC.  ELEVATION OF
 FK0602'STATION, 648 METERS (2,126 FEET).
 FK0602'
 FK0602'TO REACH FROM TEXOLA CITY WATER TANK FOLLOW U.S. HIGHWAY
 FK0602'66 E, S AND E 1.6 MILES TO ROAD TURNING S OVER PLANK CULVERT,
 FK0602'FOLLOW THIS ROAD S 1.2 MILES TO HOUSE OF T.A. NAY, THENCE
 FK0602'INTO ROAD INTO FIELD N OF HOUSE, AND W 1/4 MILE.  GO S ALONG
 FK0602'W SIDE OF FENCE ABOUT 0.3 MILE TO FORKS, TAKE RIGHT-HAND
 FK0602'FORK 0.3 MILE TO HOUSE, ABOUT 100 FEET W OF HOUSE TURN S
 FK0602'THROUGH GATE AND FOLLOW FENCE IN SOUTHWESTERLY DIRECTION
 FK0602'ABOUT 1/2 MILE TO RIDGE, THENCE 0.6 MILE SW TO STATION.
 FK0602
 FK0602                          STATION RECOVERY (1965)
 FK0602
 FK0602'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1965
 FK0602'STATION AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN4403 ***********************************************************************
 DN4403  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4403  DESIGNATION -  BRECK
 DN4403  PID         -  DN4403
 DN4403  STATE/COUNTY-  OK/TULSA
 DN4403  COUNTRY     -  US
 DN4403  USGS QUAD   -  TULSA (2019)
 DN4403
 DN4403                         *CURRENT SURVEY CONTROL
 DN4403  ______________________________________________________________________
 DN4403* NAD 83(2011) POSITION- 36 08 33.13900(N) 095 54 40.35699(W)   ADJUSTED
 DN4403* NAD 83(2011) ELLIP HT-   190.825 (meters)        (06/27/12)   ADJUSTED
 DN4403* NAD 83(2011) EPOCH   -  2010.00
 DN4403* NAVD 88 ORTHO HEIGHT -   219.82  (meters)      721.2   (feet) GPS OBS
 DN4403  ______________________________________________________________________
 DN4403  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 DN4403  NAD 83(2011) X  -   -531,088.328 (meters)                     COMP
 DN4403  NAD 83(2011) Y  - -5,129,419.944 (meters)                     COMP
 DN4403  NAD 83(2011) Z  -  3,741,088.165 (meters)                     COMP
 DN4403  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DN4403
 DN4403  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4403  Standards:
 DN4403         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4403            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4403  -------------------------------------------------------------------
 DN4403  NETWORK    0.40   0.80           0.18   0.14   0.41      0.05537238
 DN4403  -------------------------------------------------------------------
 DN4403  Click here for local accuracies and other accuracy information.
 DN4403
 DN4403.The horizontal coordinates were established by GPS observations
 DN4403.and adjusted by the National Geodetic Survey in June 2012.
 DN4403
 DN4403.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4403.been affixed to the stable North American tectonic plate. See 
 DN4403.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4403
 DN4403.The horizontal coordinates are valid at the epoch date displayed above
 DN4403.which is a decimal equivalence of Year/Month/Day.
 DN4403
 DN4403.The orthometric height was determined by GPS observations and a
 DN4403.high-resolution geoid model using precise GPS observation and
 DN4403.processing techniques.
 DN4403
 DN4403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4403.GEOID18 height accuracy estimate available here.
 DN4403
 DN4403.Click photographs - Photos may exist for this station.
 DN4403
 DN4403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4403
 DN4403.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4403
 DN4403.The ellipsoidal height was determined by GPS observations
 DN4403.and is referenced to NAD 83.
 DN4403
 DN4403. The following values were computed from the NAD 83(2011) position.
 DN4403
 DN4403;                    North         East     Units Scale Factor Converg.
 DN4403;SPC OK N     -   128,789.979   787,968.743   MT  0.99994550   +1 13 57.7
 DN4403;SPC OK N     -   422,538.46  2,585,194.12   sFT  0.99994550   +1 13 57.7
 DN4403;UTM  15      - 4,003,685.116   238,057.929   MT  1.00044551   -1 43 04.8
 DN4403
 DN4403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4403!SPC OK N     -   0.99997005  x   0.99994550  =   0.99991555
 DN4403!UTM  15      -   0.99997005  x   1.00044551  =   1.00041555
 DN4403
 DN4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3805703685(NAD 83)
 DN4403
 DN4403                          SUPERSEDED SURVEY CONTROL
 DN4403
 DN4403  NAD 83(2007)-  36 08 33.13906(N)    095 54 40.35764(W) AD(2002.00) B
 DN4403  ELLIP H (11/09/11)  190.841  (m)                       GP(2002.00) 4 2
 DN4403  NAVD 88 (11/09/11)  219.8    (m)  GEOID09  model used  GPS OBS        
 DN4403
 DN4403.Superseded values are not recommended for survey control.
 DN4403
 DN4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4403.See file dsdata.pdf to determine how the superseded data were derived.
 DN4403
 DN4403_MARKER: F = FLANGE-ENCASED ROD
 DN4403_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN4403_STAMPING: BRECK 2011
 DN4403_MARK LOGO: NONE
 DN4403_PROJECTION: RECESSED 2 CENTIMETERS
 DN4403_MAGNETIC: I = MARKER IS A STEEL ROD
 DN4403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4403+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2020
 DN4403_ROD/PIPE-DEPTH: 4.3 meters
 DN4403_SLEEVE-DEPTH  : .9 meters
 DN4403
 DN4403  HISTORY     - Date     Condition        Report By
 DN4403  HISTORY     - 20110413 MONUMENTED       AIRDAT
 DN4403  HISTORY     - 20200930 GOOD             COTOK
 DN4403
 DN4403                          STATION DESCRIPTION
 DN4403
 DN4403'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 DN4403'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHEAST OF
 DN4403'JENKS, 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF MINGO AND 4.6 MI (7.4 KM)
 DN4403'EAST OF TULSA.  OWNERSHIP--CITY OF TULSA.
 DN4403'
 DN4403'TO REACH FROM THE INTERSECTION OF SHERIDAN ROAD AND 15TH STREET, GO
 DN4403'WEST ON 15TH STREET FOR 0.61 KM (0.38 MI) TO SOUTH JOPLIN AVENUE.
 DN4403'TURN RIGHT, GO NORTH FOR 0.21 KM (0.13 MI) TO THE STATION ON THE
 DN4403'RIGHT.
 DN4403'
 DN4403'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 DN4403'GREASE FILLED SLEEVE 90 CM (35 INCHES) LONG ENCASED IN A 12.7 CM (5
 DN4403'INCH) PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET 2 CM (1 INCH)
 DN4403'BELOW GROUND.  IT IS 11.98 M (39.3 FT) EAST OF THE CENTERLINE OF SOUTH
 DN4403'JOPLIN AVENUE, 6.14 M (20.1 FT) SOUTH-SOUTHEAST OF A STEEL GATE POST,
 DN4403'1.40 M (4.6 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DN4403
 DN4403                          STATION RECOVERY (2020)
 DN4403
 DN4403'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 DN4403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0671 ***********************************************************************
 GH0671  DESIGNATION -  BRESSIE
 GH0671  PID         -  GH0671
 GH0671  STATE/COUNTY-  OK/NOBLE
 GH0671  COUNTRY     -  US
 GH0671  USGS QUAD   -  PONCA CITY SE (2018)
 GH0671
 GH0671                         *CURRENT SURVEY CONTROL
 GH0671  ______________________________________________________________________
 GH0671* NAD 83(1993) POSITION- 36 33 02.20307(N) 097 04 38.29745(W)   ADJUSTED
 GH0671* NAVD 88 ORTHO HEIGHT -   306.26  (+/-2cm)     1004.8   (feet) VERTCON3
 GH0671  ______________________________________________________________________
 GH0671  GEOID HEIGHT    -        -28.760 (meters)                     GEOID18
 GH0671  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 GH0671  HORZ ORDER      -  THIRD
 GH0671  VERT ORDER      -  THIRD ? (See Below)
 GH0671
 GH0671.The horizontal coordinates were established by classical geodetic methods
 GH0671.and adjusted by the National Geodetic Survey in November 1994.
 GH0671
 GH0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0671
 GH0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0671.GEOID18 height accuracy estimate available here.
 GH0671
 GH0671.The vertical order pertains to the NGVD 29 superseded value.
 GH0671
 GH0671.Click photographs - Photos may exist for this station.
 GH0671
 GH0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0671
 GH0671. The following values were computed from the NAD 83(1993) position.
 GH0671
 GH0671;                    North         East     Units Scale Factor Converg.
 GH0671;SPC OK N     -   172,440.296   682,607.532   MT  0.99996771   +0 32 40.3
 GH0671;SPC OK N     -   565,747.87  2,239,521.54   sFT  0.99996771   +0 32 40.3
 GH0671;UTM  14      - 4,046,742.071   672,084.819   MT  0.99996485   +1 08 43.1
 GH0671
 GH0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0671!SPC OK N     -   0.99995645  x   0.99996771  =   0.99992416
 GH0671!UTM  14      -   0.99995645  x   0.99996485  =   0.99992130
 GH0671
 GH0671:                Primary Azimuth Mark                     Grid Az
 GH0671:SPC OK N     -  BRESSIE AZ MK                            268 28 08.7
 GH0671:UTM  14      -  BRESSIE AZ MK                            267 52 05.9
 GH0671
 GH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7208446742(NAD 83)
 GH0671
 GH0671|---------------------------------------------------------------------|
 GH0671| PID    Reference Object                     Distance      Geod. Az  |
 GH0671|                                                           dddmmss.s |
 GH0671| CL4336 BRESSIE RM 1                          9.765 METERS 08426     |
 GH0671| CL4337 BRESSIE RM 2                         23.591 METERS 16935     |
 GH0671| GH0703 OTOE INDIAN SCHOOL WATER TANK       APPROX. 6.6 KM 1783817.1 |
 GH0671| CL4335 BRESSIE AZ MK                                      2690049.0 |
 GH0671| GH0675 MARLAND BLISS COOP ELEVATOR         APPROX. 6.5 KM 2763320.6 |
 GH0671|---------------------------------------------------------------------|
 GH0671
 GH0671                          SUPERSEDED SURVEY CONTROL
 GH0671
 GH0671  NAD 83(1986)-  36 33 02.21381(N)    097 04 38.28495(W) AD(       ) 3
 GH0671  NAD 27      -  36 33 02.06471(N)    097 04 37.13624(W) AD(       ) 3
 GH0671  NGVD 29             306.13   (m)         1004.4    (f) LEVELING    3  
 GH0671
 GH0671.Superseded values are not recommended for survey control.
 GH0671
 GH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0671.See file dsdata.pdf to determine how the superseded data were derived.
 GH0671
 GH0671_MARKER: DS = TRIANGULATION STATION DISK
 GH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0671_STAMPING: BRESSIE 1963
 GH0671_MARK LOGO: CGS
 GH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0671+STABILITY: SURFACE MOTION
 GH0671
 GH0671  HISTORY     - Date     Condition        Report By
 GH0671  HISTORY     - 1963     MONUMENTED       CGS
 GH0671
 GH0671                          STATION DESCRIPTION
 GH0671
 GH0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0671'THE STATION IS ABOUT 12 MILES SOUTH OF PONCA CITY, 4-1/2 MILES
 GH0671'NORTH OF THE OTOE INDIAN AGENCY AND ON THE NORTH RIGHT-OF-WAY
 GH0671'OF AN EAST-WEST GRADED ROAD.
 GH0671'
 GH0671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GH0671'60, 77 AND STATE HIGHWAY 40 AT THE SOUTH EDGE OF PONCA CITY,
 GH0671'GO SOUTH ON HIGHWAY 40 FOR 7.25 MILES TO THE SALT FORK RIVER
 GH0671'BRIDGE.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.95 MILES TO A
 GH0671'CROSSROADS AT THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 GH0671'MARK FROM THE STATION GO WEST ON THE GRADED ROAD FOR 0.85 MILE
 GH0671'TO THE MARK ON THE LEFT.
 GH0671'
 GH0671'THE STATION MARK IS A STANDARD DISK, STAMPED BRESSIE 1963,
 GH0671'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 GH0671'4 INCHES.  IT IS 92.5 FEET WEST OF THE CENTERLINE OF HIGHWAY
 GH0671'40, 37.1 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 40.4
 GH0671'FEET WEST OF A FENCE CORNER, 21.7 FEET NORTHWEST OF A POWERLINE
 GH0671'GUY POLE, 53.8 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 5.3
 GH0671'FEET SOUTH OF A WITNESS POST AND 5.3 FEET SOUTH OF A FENCE.
 GH0671'
 GH0671'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRESSIE NO 1 1963,
 GH0671'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 GH0671'INCHES.  IT IS 8.4 FEET WEST OF A FENCE CORNER, 60.3 FEET
 GH0671'WEST OF THE CENTERLINE OF THE HIGHWAY AND 42.2 FEET NORTH OF THE
 GH0671'CENTERLINE OF THE GRADED ROAD.  IT IS AT ABOUT THE SAME ELEVATION
 GH0671'AS THE STATION.
 GH0671'
 GH0671'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRESSIE NO 2 1963,
 GH0671'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 GH0671'INCHES.  IT IS 3.8 FEET EAST OF A FENCE CORNER, 78.2 FEET WEST
 GH0671'OF THE CENTERLINE OF THE HIGHWAY AND 37.9 FEET SOUTH OF THE
 GH0671'CENTERLINE OF THE GRADED ROAD.  IT IS ABOUT THE SAME ELEVATION
 GH0671'AS THE STATION.
 GH0671'
 GH0671'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRESSIE 1963,
 GH0671'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 GH0671'INCHES.  IT IS 41.6 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 GH0671'ROAD, 10.1 FEET WEST OF THE CENTERLINE OF AN ENTRANCE DRIVE, 1.6
 GH0671'FEET NORTHWEST OF A WEST GATEPOST, 1.8 FEET NORTHEAST OF A
 GH0671'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0625 ***********************************************************************
 EK0625  DESIGNATION -  BRIDGE C 138
 EK0625  PID         -  EK0625
 EK0625  STATE/COUNTY-  OK/PITTSBURG
 EK0625  COUNTRY     -  US
 EK0625  USGS QUAD   -  PITTSBURG (2018)
 EK0625
 EK0625                         *CURRENT SURVEY CONTROL
 EK0625  ______________________________________________________________________
 EK0625* NAD 83(1986) POSITION- 34 44 51.     (N) 095 47 18.     (W)   SCALED
 EK0625* NAVD 88 ORTHO HEIGHT -   223.041 (meters)      731.76  (feet) ADJUSTED
 EK0625  ______________________________________________________________________
 EK0625  GEOID HEIGHT    -        -30.019 (meters)                     GEOID18
 EK0625  DYNAMIC HEIGHT  -        222.810 (meters)      731.00  (feet) COMP
 EK0625  MODELED GRAVITY -    979,594.1   (mgal)                       NAVD 88
 EK0625
 EK0625  VERT ORDER      -  SECOND    CLASS 0
 EK0625
 EK0625.The horizontal coordinates were scaled from a map and have
 EK0625.an estimated accuracy of +/- 6 seconds.
 EK0625
 EK0625.The orthometric height was determined by differential leveling and
 EK0625.adjusted by the NATIONAL GEODETIC SURVEY
 EK0625.in June 1991.
 EK0625
 EK0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0625.GEOID18 height accuracy estimate available here.
 EK0625
 EK0625.Click photographs - Photos may exist for this station.
 EK0625
 EK0625.The dynamic height is computed by dividing the NAVD 88
 EK0625.geopotential number by the normal gravity value computed on the
 EK0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0625.degrees latitude (g = 980.6199 gals.).
 EK0625
 EK0625.The modeled gravity was interpolated from observed gravity values.
 EK0625
 EK0625;                    North         East    Units  Estimated Accuracy
 EK0625;SPC OK S     -   159,080.      802,490.      MT  (+/- 180 meters Scaled)
 EK0625
 EK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU447485(NAD 83)
 EK0625
 EK0625                          SUPERSEDED SURVEY CONTROL
 EK0625
 EK0625  NGVD 29 (??/??/92)  222.930  (m)          731.40   (f) ADJ UNCH    2 0
 EK0625
 EK0625.Superseded values are not recommended for survey control.
 EK0625
 EK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0625.See file dsdata.pdf to determine how the superseded data were derived.
 EK0625
 EK0625_MARKER: Q = CHISELED SQUARE
 EK0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0625_SP_SET: ABUTMENT
 EK0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0625
 EK0625  HISTORY     - Date     Condition        Report By
 EK0625  HISTORY     - 1933     MONUMENTED       CGS
 EK0625  HISTORY     - 1934     GOOD             CGS
 EK0625
 EK0625                          STATION DESCRIPTION
 EK0625
 EK0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0625'1.2 MI W FROM BLANCO.
 EK0625'ABOUT 1.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0625'RAILWAY FROM THE STATION AT BLANCO, PITTSBURG COUNTY, AT MILEPOST
 EK0625'13+25, AT THE WEST END OF BRIDGE C 138, AND IN THE TOP OF THE
 EK0625'NORTH CORNER OF THE WEST CONCRETE ABUTMENT.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0817 ***********************************************************************
 GK0817  DESIGNATION -  BRIDGEMAN
 GK0817  PID         -  GK0817
 GK0817  STATE/COUNTY-  OK/TEXAS
 GK0817  COUNTRY     -  US
 GK0817  USGS QUAD   -  GUYMON SW (2018)
 GK0817
 GK0817                         *CURRENT SURVEY CONTROL
 GK0817  ______________________________________________________________________
 GK0817* NAD 83(1997) POSITION- 36 36 19.97692(N) 101 25 14.76501(W)   ADJUSTED
 GK0817* NAVD 88 ORTHO HEIGHT -   939.9   (meters)     3084.    (feet) VERTCON3
 GK0817  ______________________________________________________________________
 GK0817  GEOID HEIGHT    -        -26.662 (meters)                     GEOID18
 GK0817  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 GK0817  HORZ ORDER      -  FIRST
 GK0817
 GK0817.The horizontal coordinates were established by classical geodetic methods
 GK0817.and adjusted by the National Geodetic Survey in October 1998.
 GK0817
 GK0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0817
 GK0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0817.GEOID18 height accuracy estimate available here.
 GK0817
 GK0817.Click photographs - Photos may exist for this station.
 GK0817
 GK0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0817
 GK0817. The following values were computed from the NAD 83(1997) position.
 GK0817
 GK0817;                    North         East     Units Scale Factor Converg.
 GK0817;SPC OK N     -   183,534.989   294,017.199   MT  0.99997457   -2 01 07.5
 GK0817;SPC OK N     -   602,147.71    964,621.43   sFT  0.99997457   -2 01 07.5
 GK0817;SPC TX N     - 1,289,078.184   207,089.722   MT  1.00012585   +0 02 45.3
 GK0817;SPC TX N     - 4,229,250.68    679,426.86   sFT  1.00012585   +0 02 45.3
 GK0817;UTM  14      - 4,053,844.509   283,483.309   MT  1.00017760   -1 26 38.7
 GK0817
 GK0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0817!SPC OK N     -   0.99985669  x   0.99997457  =   0.99983126
 GK0817!SPC TX N     -   0.99985669  x   1.00012585  =   0.99998252
 GK0817!UTM  14      -   0.99985669  x   1.00017760  =   1.00003427
 GK0817
 GK0817:                Primary Azimuth Mark                     Grid Az
 GK0817:SPC OK N     -  GUYMON BLACK MUN STANDPIPE               330 44 14.0
 GK0817:SPC TX N     -  GUYMON BLACK MUN STANDPIPE               328 40 21.2
 GK0817:UTM  14      -  GUYMON BLACK MUN STANDPIPE               330 09 45.2
 GK0817
 GK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8348353844(NAD 83)
 GK0817
 GK0817|---------------------------------------------------------------------|
 GK0817| PID    Reference Object                     Distance      Geod. Az  |
 GK0817|                                                           dddmmss.s |
 GK0817| GK0813 HARDESTY GRAIN ELEVATOR N GAB       APPROX.20.6 KM 0872018.4 |
 GK0817| CM8505 BRIDGEMAN RM 1                                     18310     |
 GK0817| GK0944 GOODWELL MUNICIPAL TANK             APPROX.19.4 KM 2660849.4 |
 GK0817| CM8506 BRIDGEMAN RM 2                       35.717 METERS 28932     |
 GK0817| GK0818 GUYMON BLACK MUN STANDPIPE          APPROX. 9.9 KM 3284306.5 |
 GK0817|---------------------------------------------------------------------|
 GK0817
 GK0817                          SUPERSEDED SURVEY CONTROL
 GK0817
 GK0817  NAD 83(1993)-  36 36 19.97692(N)    101 25 14.76508(W) AD(       ) 1
 GK0817  NAD 83(1986)-  36 36 19.98295(N)    101 25 14.74722(W) AD(       ) 1
 GK0817  NAD 27      -  36 36 19.90100(N)    101 25 13.16700(W) AD(       ) 1
 GK0817  NGVD 29 (07/19/86)  939.5    (m)         3082.     (f) VERT ANG       
 GK0817
 GK0817.Superseded values are not recommended for survey control.
 GK0817
 GK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0817.See file dsdata.pdf to determine how the superseded data were derived.
 GK0817
 GK0817_MARKER: DS = TRIANGULATION STATION DISK
 GK0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0817_STAMPING: BRIDGEMAN 1931
 GK0817_MARK LOGO: CGS
 GK0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0817+STABILITY: SURFACE MOTION
 GK0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0817+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 GK0817
 GK0817  HISTORY     - Date     Condition        Report By
 GK0817  HISTORY     - 1931     MONUMENTED       CGS
 GK0817  HISTORY     - 1963     GOOD             CGS
 GK0817  HISTORY     - 1966     GOOD             USGS
 GK0817  HISTORY     - 1968     GOOD             USAF
 GK0817  HISTORY     - 20080930 GOOD             INDIV
 GK0817
 GK0817                          STATION DESCRIPTION
 GK0817
 GK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0817'STATION IS ABOUT 12 MILES (AIR LINE) E BY N FROM GOODWELL,
 GK0817'ABOUT 6 MILES (AIR LINE) SE OF GUYMON, ABOUT 0.8 MILE SSW OF
 GK0817'LIBERTY SCHOOLHOUSE, ABOUT 75 YARDS SW OF A 2-STORY UNPAINTED
 GK0817'HOUSE, 0.3 MILE N OF SW CORNER OF SEC. 26, T 2 N, R 15 E, 29
 GK0817'FEET E OF CENTER LINE OF SECTION LINE ROAD, 122.3 FEET S OF THE
 GK0817'NW CORNER OF PASTURE, AND 0.17 FOOT W OF FENCE LINE.
 GK0817'
 GK0817'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GK0817'CONCRETE, PROJECTING 1 INCH
 GK0817'ABOVE SURFACE OF GROUND.  NO UNDERGROUND MARK SET.
 GK0817'
 GK0817'REFERENCE MARK NO. 1 IS 6.0 FEET NW OF SE CORNER OF SECTION
 GK0817'LINE FENCE, AND APPROXIMATELY 0.3 MILE FROM STATION, S 3 DEG
 GK0817'10 MIN W.
 GK0817'
 GK0817'REFERENCE MARK NO. 2 IS 82 FEET W OF CENTER LINE OF SECTION
 GK0817'LINE ROAD, 49.2 FEET W OF NE CORNER OF PASTURE, 0.50 FOOT N
 GK0817'OF E-W FENCE LINE, AND 117.18 FEET FROM STATION N 70 DEG 28 MIN W.
 GK0817'
 GK0817'OTHER BEARINGS FROM THE STATION ARE--GOODWELL, MUNICIPAL WATER
 GK0817'TANK, S 86 DEG 09 MIN W.  PERKINS DISTRICT SCHOOL, FLAGPOLE,
 GK0817'DISTANT 3 MILES, N 62 DEG 52 MIN W.  GUYMON BLACK MUNICIPAL
 GK0817'STANDPIPE, CENTER, N 31 DEG 17 MIN W.
 GK0817'
 GK0817'TO REACH STATION FROM GUYMON, GO S TO END OF MAIN STREET, TURN
 GK0817'E AND GO 0.35 MILE, TURN S ON WELL-TRAVELED ROAD 3 MILES,
 GK0817'THEN TURN E AND GO 3 MILES, AGAIN TURN S AND GO 1.7 MILES TO
 GK0817'STATION SITE.
 GK0817
 GK0817                          STATION RECOVERY (1963)
 GK0817
 GK0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 GK0817'STATION WAS RECOVERED AS DESCRIBED.
 GK0817
 GK0817                          STATION RECOVERY (1966)
 GK0817
 GK0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GK0817'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0817
 GK0817                          STATION RECOVERY (1968)
 GK0817
 GK0817'RECOVERY NOTE BY US AIR FORCE 1968 (TM)
 GK0817'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GK0817'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0817
 GK0817                          STATION RECOVERY (2008)
 GK0817
 GK0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (TC)
 GK0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0031 ***********************************************************************
 FK0031  DESIGNATION -  BRIDGEPORT 1
 FK0031  PID         -  FK0031
 FK0031  STATE/COUNTY-  OK/CADDO
 FK0031  COUNTRY     -  US
 FK0031  USGS QUAD   -  GEARY SOUTH (2018)
 FK0031
 FK0031                         *CURRENT SURVEY CONTROL
 FK0031  ______________________________________________________________________
 FK0031* NAD 83(1986) POSITION- 35 33 01.     (N) 098 22 17.     (W)   SCALED
 FK0031* NAVD 88 ORTHO HEIGHT -   432.878 (meters)     1420.20  (feet) ADJUSTED
 FK0031  ______________________________________________________________________
 FK0031  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FK0031  DYNAMIC HEIGHT  -        432.451 (meters)     1418.80  (feet) COMP
 FK0031  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 FK0031
 FK0031  VERT ORDER      -  FIRST     CLASS II
 FK0031
 FK0031.The horizontal coordinates were scaled from a map and have
 FK0031.an estimated accuracy of +/- 6 seconds.
 FK0031
 FK0031.The orthometric height was determined by differential leveling and
 FK0031.adjusted by the NATIONAL GEODETIC SURVEY
 FK0031.in June 1991.
 FK0031
 FK0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0031.GEOID18 height accuracy estimate available here.
 FK0031
 FK0031.Click photographs - Photos may exist for this station.
 FK0031
 FK0031.The dynamic height is computed by dividing the NAVD 88
 FK0031.geopotential number by the normal gravity value computed on the
 FK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0031.degrees latitude (g = 980.6199 gals.).
 FK0031
 FK0031.The modeled gravity was interpolated from observed gravity values.
 FK0031
 FK0031;                    North         East    Units  Estimated Accuracy
 FK0031;SPC OK S     -   245,990.      566,320.      MT  (+/- 180 meters Scaled)
 FK0031
 FK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE569342(NAD 83)
 FK0031
 FK0031                          SUPERSEDED SURVEY CONTROL
 FK0031
 FK0031  NGVD 29 (??/??/92)  432.687  (m)         1419.57   (f) ADJ UNCH    1 2
 FK0031
 FK0031.Superseded values are not recommended for survey control.
 FK0031
 FK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0031.See file dsdata.pdf to determine how the superseded data were derived.
 FK0031
 FK0031_MARKER: DB = BENCH MARK DISK
 FK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0031_STAMPING: BRIDGEPORT 1 1934
 FK0031_MARK LOGO: CGS
 FK0031_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0031+STABILITY: SURFACE MOTION
 FK0031
 FK0031  HISTORY     - Date     Condition        Report By
 FK0031  HISTORY     - 1934     MONUMENTED       CGS
 FK0031  HISTORY     - 1955     GOOD             CGS
 FK0031
 FK0031                          STATION DESCRIPTION
 FK0031
 FK0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0031'1.2 MI NE FROM BRIDGEPORT.
 FK0031'0.15 MILE EAST ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT
 FK0031'BRIDGEPORT, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 FK0031'0.35 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST
 FK0031'ALONG A GRADED DIRT ROAD, 270 FEET SOUTH OF THE CENTER LINE OF AN
 FK0031'EAST AND WEST ROAD, 120 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 FK0031'WINDMILL TOWER, 31 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 FK0031'LEADING SOUTH, 20 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED
 FK0031'RAILROAD FILL, 22 FEET NORTH OF A FENCE CORNER, 2.5 FEET NORTHWEST
 FK0031'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0031'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0032 ***********************************************************************
 FK0032  DESIGNATION -  BRIDGEPORT 2
 FK0032  PID         -  FK0032
 FK0032  STATE/COUNTY-  OK/CADDO
 FK0032  COUNTRY     -  US
 FK0032  USGS QUAD   -  BRIDGEPORT (2018)
 FK0032
 FK0032                         *CURRENT SURVEY CONTROL
 FK0032  ______________________________________________________________________
 FK0032* NAD 83(1986) POSITION- 35 33 01.     (N) 098 23 14.     (W)   SCALED
 FK0032* NAVD 88 ORTHO HEIGHT -   435.409 (meters)     1428.50  (feet) ADJUSTED
 FK0032  ______________________________________________________________________
 FK0032  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FK0032  DYNAMIC HEIGHT  -        434.979 (meters)     1427.09  (feet) COMP
 FK0032  MODELED GRAVITY -    979,633.6   (mgal)                       NAVD 88
 FK0032
 FK0032  VERT ORDER      -  FIRST     CLASS II
 FK0032
 FK0032.The horizontal coordinates were scaled from a map and have
 FK0032.an estimated accuracy of +/- 6 seconds.
 FK0032
 FK0032.The orthometric height was determined by differential leveling and
 FK0032.adjusted by the NATIONAL GEODETIC SURVEY
 FK0032.in June 1991.
 FK0032
 FK0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0032.GEOID18 height accuracy estimate available here.
 FK0032
 FK0032.Click photographs - Photos may exist for this station.
 FK0032
 FK0032.The dynamic height is computed by dividing the NAVD 88
 FK0032.geopotential number by the normal gravity value computed on the
 FK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0032.degrees latitude (g = 980.6199 gals.).
 FK0032
 FK0032.The modeled gravity was interpolated from observed gravity values.
 FK0032
 FK0032;                    North         East    Units  Estimated Accuracy
 FK0032;SPC OK S     -   245,990.      564,890.      MT  (+/- 180 meters Scaled)
 FK0032
 FK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE555342(NAD 83)
 FK0032
 FK0032                          SUPERSEDED SURVEY CONTROL
 FK0032
 FK0032  NGVD 29 (??/??/92)  435.219  (m)         1427.88   (f) ADJ UNCH    1 2
 FK0032
 FK0032.Superseded values are not recommended for survey control.
 FK0032
 FK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0032.See file dsdata.pdf to determine how the superseded data were derived.
 FK0032
 FK0032_MARKER: DB = BENCH MARK DISK
 FK0032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0032_SP_SET: CURB
 FK0032_STAMPING: BRIDGEPORT 2 1934
 FK0032_MARK LOGO: CGS
 FK0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0032
 FK0032  HISTORY     - Date     Condition        Report By
 FK0032  HISTORY     - 1934     MONUMENTED       CGS
 FK0032  HISTORY     - 1953     GOOD             CGS
 FK0032
 FK0032                          STATION DESCRIPTION
 FK0032
 FK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0032'AT BRIDGEPORT.
 FK0032'AT BRIDGEPORT, 15.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 FK0032'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 28.7 FEET
 FK0032'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 26.5 FEET SOUTH OF THE
 FK0032'SOUTH RAIL OF A SIDE TRACK, SET IN THE TOP OF THE NORTH EDGE OF A
 FK0032'CONCRETE WELL CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1267 ***********************************************************************
 DN1267  DESIGNATION -  BRIER
 DN1267  PID         -  DN1267
 DN1267  STATE/COUNTY-  OK/MARSHALL
 DN1267  COUNTRY     -  US
 DN1267  USGS QUAD   -  SHAY (2018)
 DN1267
 DN1267                         *CURRENT SURVEY CONTROL
 DN1267  ______________________________________________________________________
 DN1267* NAD 83(1993) POSITION- 33 58 48.29711(N) 096 48 50.46699(W)   ADJUSTED
 DN1267* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 DN1267  ______________________________________________________________________
 DN1267  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 DN1267  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 DN1267  HORZ ORDER      -  SECOND
 DN1267
 DN1267.The horizontal coordinates were established by classical geodetic methods
 DN1267.and adjusted by the National Geodetic Survey in November 1994.
 DN1267
 DN1267.The orthometric height was scaled from a topographic map.
 DN1267
 DN1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1267.GEOID18 height accuracy estimate available here.
 DN1267
 DN1267.Click photographs - Photos may exist for this station.
 DN1267
 DN1267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1267
 DN1267. The following values were computed from the NAD 83(1993) position.
 DN1267
 DN1267;                    North         East     Units Scale Factor Converg.
 DN1267;SPC OK S     -    72,383.868   709,588.710   MT  0.99999114   +0 40 23.5
 DN1267;SPC OK S     -   237,479.41  2,328,042.29   sFT  0.99999114   +0 40 23.5
 DN1267;SPC TXNC     - 2,257,797.798   755,789.274   MT  1.00000377   +0 55 10.3
 DN1267;SPC TXNC     - 7,407,458.28  2,479,618.64   sFT  1.00000377   +0 55 10.3
 DN1267;UTM  14      - 3,762,101.207   701,936.279   MT  1.00010271   +1 13 19.8
 DN1267
 DN1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1267!SPC OK S     -   0.99996442  x   0.99999114  =   0.99995556
 DN1267!SPC TXNC     -   0.99996442  x   1.00000377  =   0.99996819
 DN1267!UTM  14      -   0.99996442  x   1.00010271  =   1.00006713
 DN1267
 DN1267:                Primary Azimuth Mark                     Grid Az
 DN1267:SPC OK S     -  BRIER AZ MK                              005 35 13.9
 DN1267:SPC TXNC     -  BRIER AZ MK                              005 20 27.1
 DN1267:UTM  14      -  BRIER AZ MK                              005 02 17.6
 DN1267
 DN1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0193662101(NAD 83)
 DN1267
 DN1267|---------------------------------------------------------------------|
 DN1267| PID    Reference Object                     Distance      Geod. Az  |
 DN1267|                                                           dddmmss.s |
 DN1267| CX9873 BRIER AZ MK                                        0061537.4 |
 DN1267| CX9874 BRIER RM 1                           15.246 METERS 06102     |
 DN1267| EL0771 KINGSTON MUNICIPAL TANK             APPROX. 9.1 KM 0742056.3 |
 DN1267| CX9875 BRIER RM 2                           11.009 METERS 15552     |
 DN1267|---------------------------------------------------------------------|
 DN1267
 DN1267                          SUPERSEDED SURVEY CONTROL
 DN1267
 DN1267  NAD 83(1986)-  33 58 48.30260(N)    096 48 50.45940(W) AD(       ) 2
 DN1267  NAD 27      -  33 58 47.94300(N)    096 48 49.46130(W) AD(       ) 2
 DN1267
 DN1267.Superseded values are not recommended for survey control.
 DN1267
 DN1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1267.See file dsdata.pdf to determine how the superseded data were derived.
 DN1267
 DN1267_MARKER: DS = TRIANGULATION STATION DISK
 DN1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1267_STAMPING: BRIER 1954
 DN1267_MARK LOGO: CGS
 DN1267_PROJECTION: FLUSH
 DN1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1267+STABILITY: SURFACE MOTION
 DN1267
 DN1267  HISTORY     - Date     Condition        Report By
 DN1267  HISTORY     - 1954     MONUMENTED       CGS
 DN1267  HISTORY     - 1957     GOOD             CGS
 DN1267
 DN1267                          STATION DESCRIPTION
 DN1267
 DN1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 DN1267'THE STATION IS LOCATED ABOUT 5 MILES WEST OF KINGSTON AND ABOUT
 DN1267'0.3 MILE NORTH OF A WHITE RANCH HOUSE ON PROPERTY OWNED BY
 DN1267'MRS. MATTIE BOUNDS OF MADILL, OKLAHOMA.  IT IS 186 FEET WEST
 DN1267'OF THE CENTER OF A GRAVELED ROAD AND 156 FEET WEST OF A FENCE
 DN1267'ON A GRAVEL EMBANKMENT ABOUT 8 FEET HIGH.  IT IS STAMPED BRIER
 DN1267'1954 AND IS SET FLUSH.
 DN1267'
 DN1267'REFERENCE MARK NO. 1 IS 136 FEET WEST OF THE CENTER OF A GRAVELED
 DN1267'ROAD, 106 FEET WEST OF A FENCE AND IS ABOUT 1 FOOT LOWER IN
 DN1267'ELEVATION THAN THE STATION.  IT IS STAMPED BRIER NO 1 1954 AND
 DN1267'IS SET FLUSH.
 DN1267'
 DN1267'REFERENCE MARK NO. 2 IS 180 FEET WEST OF THE CENTER OF A GRAVELED
 DN1267'ROAD, 150 FEET WEST OF A FENCE AND IS ABOUT 8 FEET LOWER IN
 DN1267'ELEVATION THAN THE STATION.  IT IS STAMPED BRIER NO 2 1954 AND IS
 DN1267'SET FLUSH.
 DN1267'
 DN1267'THE AZIMUTH MARK IS 56 FEET EAST OF THE CENTER OF A GRAVELED
 DN1267'ROAD AND 33 FEET EAST OF A FENCE.  IT IS STAMPED BRIER 1954 AND
 DN1267'THE ROCK PROJECTS 4 INCHES.
 DN1267'
 DN1267'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH
 DN1267'0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAYS
 DN1267'32 AND 70B.  CONTINUE SOUTH ON STATE 32 AND 70B FOR 0.15 MILE
 DN1267'TO THE JUNCTION OF 32 AND 70B.  TURN RIGHT, WEST, ON STATE
 DN1267'32 AND GO 5.25 MILES TO A CROSSROAD AND A SIGN, UNIVERSITY
 DN1267'OF OKLAHOMA BIOLOGICAL STATION.  TURN LEFT, SOUTH, AND GO 0.75
 DN1267'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 DN1267'AHEAD FOR 0.4 MILE TO A GATE AND THE STATION ON THE RIGHT.
 DN1267'
 DN1267'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
 DN1267
 DN1267                          STATION RECOVERY (1957)
 DN1267
 DN1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1267'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 DN1267'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 DN1267'SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1101 ***********************************************************************
 FH1101  DESIGNATION -  BRIERTOWN
 FH1101  PID         -  FH1101
 FH1101  STATE/COUNTY-  OK/MUSKOGEE
 FH1101  COUNTRY     -  US
 FH1101  USGS QUAD   -  STIGLER WEST (2018)
 FH1101
 FH1101                         *CURRENT SURVEY CONTROL
 FH1101  ______________________________________________________________________
 FH1101* NAD 83(1993) POSITION- 35 17 12.85935(N) 095 14 15.62730(W)   ADJUSTED
 FH1101* NAVD 88 ORTHO HEIGHT -   165.    (meters)      541.    (feet) SCALED
 FH1101  ______________________________________________________________________
 FH1101  GEOID HEIGHT    -        -30.441 (meters)                     GEOID18
 FH1101  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 FH1101  HORZ ORDER      -  SECOND
 FH1101
 FH1101.The horizontal coordinates were established by classical geodetic methods
 FH1101.and adjusted by the National Geodetic Survey in November 1994.
 FH1101
 FH1101.The orthometric height was scaled from a topographic map.
 FH1101
 FH1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1101.GEOID18 height accuracy estimate available here.
 FH1101
 FH1101.Click photographs - Photos may exist for this station.
 FH1101
 FH1101.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1101
 FH1101. The following values were computed from the NAD 83(1993) position.
 FH1101
 FH1101;                    North         East     Units Scale Factor Converg.
 FH1101;SPC OK N     -    35,408.287   851,266.128   MT  1.00006255   +1 37 48.6
 FH1101;SPC OK N     -   116,168.69  2,792,862.29   sFT  1.00006255   +1 37 48.6
 FH1101;SPC OK S     -   220,143.031   851,255.723   MT  1.00001103   +1 34 04.6
 FH1101;SPC OK S     -   722,252.59  2,792,828.15   sFT  1.00001103   +1 34 04.6
 FH1101;UTM  15      - 3,907,156.712   296,506.457   MT  1.00011035   -1 17 35.1
 FH1101
 FH1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1101!SPC OK N     -   0.99997886  x   1.00006255  =   1.00004141
 FH1101!SPC OK S     -   0.99997886  x   1.00001103  =   0.99998989
 FH1101!UTM  15      -   0.99997886  x   1.00011035  =   1.00008921
 FH1101
 FH1101:                Primary Azimuth Mark                     Grid Az
 FH1101:SPC OK N     -  WALTHERS                                 137 47 47.8
 FH1101:SPC OK S     -  WALTHERS                                 137 51 31.8
 FH1101:UTM  15      -  WALTHERS                                 140 43 11.5
 FH1101
 FH1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9650607156(NAD 83)
 FH1101
 FH1101|---------------------------------------------------------------------|
 FH1101| PID    Reference Object                     Distance      Geod. Az  |
 FH1101|                                                           dddmmss.s |
 FH1101| CI1240 BRIERTOWN RM 1                       15.377 METERS 09601     |
 FH1101| FH1110 WALTHERS                            APPROX. 6.2 KM 1392536.4 |
 FH1101| CI1239 BRIERTOWN AZ MK                                    1831151.6 |
 FH1101| CI1241 BRIERTOWN RM 2                       16.333 METERS 35102     |
 FH1101|---------------------------------------------------------------------|
 FH1101
 FH1101                          SUPERSEDED SURVEY CONTROL
 FH1101
 FH1101  NAD 83(1986)-  35 17 12.87198(N)    095 14 15.61920(W) AD(       ) 2
 FH1101  NAD 27      -  35 17 12.52300(N)    095 14 14.73900(W) AD(       ) 2
 FH1101
 FH1101.Superseded values are not recommended for survey control.
 FH1101
 FH1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1101.See file dsdata.pdf to determine how the superseded data were derived.
 FH1101
 FH1101_MARKER: DS = TRIANGULATION STATION DISK
 FH1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1101_STAMPING: BRIERTOWN 1940
 FH1101_MARK LOGO: CGS
 FH1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1101+STABILITY: SURFACE MOTION
 FH1101
 FH1101  HISTORY     - Date     Condition        Report By
 FH1101  HISTORY     - 1940     MONUMENTED       CGS
 FH1101  HISTORY     - 1960     GOOD             CGS
 FH1101  HISTORY     - 1980     GOOD             OKDOT
 FH1101
 FH1101                          STATION DESCRIPTION
 FH1101
 FH1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1101'THE STATION IS LOCATED IN MUSKOGEE COUNTY, ABOUT 2.3 MILES
 FH1101'N OF WHITEFIELD AND ABOUT 0.7 MILE S OF BRIERTOWN.  IT
 FH1101'IS ON THE PROPERTY OF RAY CASH, ABOUT 100 YARDS S OF HIS
 FH1101'RESIDENCE AND ABOUT 100 YARDS E OF THE CENTER LINE OF STATE
 FH1101'HIGHWAY 10.  THE STATION IS ABOUT 100 FEET SW OF THE HIGHEST PART
 FH1101'OF A LOW, CULTIVATED HILL AND 12 FEET W OF A 30-INCH OAK
 FH1101'TREE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED BRIERTOWN
 FH1101'1940.  THERE IS A WHITE REFERENCE POST 5 FEET WSW OF THE
 FH1101'STATION.
 FH1101'
 FH1101'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FH1101'STANDARD DISKS SET IN CONCRETE.
 FH1101'
 FH1101'REFERENCE MARK NO.1 IS ABOUT 2 FEET HIGHER THAN THE STATION,
 FH1101'1 FOOT W OF A N-S FENCE LINE AND 35 FEET E OF A 30-INCH
 FH1101'OAK TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BRIERTOWN
 FH1101'NO.1, 1940.  REFERENCE MARK NO.2 IS ABOUT 1 FOOT LOWER THAN
 FH1101'THE STATION, AT THE SE CORNER OF A BARNYARD.  THE MARK PROJECTS
 FH1101'6 INCHES AND IS STAMPED BRIERTOWN NO.2, 1940.
 FH1101'
 FH1101'THE AZIMUTH MARK IS 0.8 MILE S OF THE STATION, 30 FEET E OF
 FH1101'THE CENTER LINE OF STATE HIGHWAY 10, 1 FOOT E OF FENCE LINE,
 FH1101'ABOUT 100 YARDS SW OF A WHITE FARMHOUSE AND AT THE W SIDE
 FH1101'OF A CULTIVATED FIELD.  THE MARK PROJECTS 5 INCHES AND IS
 FH1101'STAMPED BRIERTOWN 1940.  THERE IS A WHITE REFERENCE POST
 FH1101'1 FOOT S OF THE MARK.
 FH1101'
 FH1101'TO REACH THE STATION FROM WHITEFIELD GO N ON STATE HIGHWAY
 FH1101'10, FOR 1.5 MILES TO THE AZIMUTH MARK ON THE E SIDE OF THE
 FH1101'ROAD.  CONTINUE N ON STATE HIGHWAY 10 FOR 0.8 MILE TO THE
 FH1101'RESIDENCE OF RAY CASH ON THE E SIDE OF THE ROAD.  PASS
 FH1101'THROUGH GATE LEADING TO THE HOUSE, TURN RIGHT S, AND GO
 FH1101'100 YARDS TO STATION.
 FH1101
 FH1101                          STATION RECOVERY (1960)
 FH1101
 FH1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1101'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 FH1101'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS EVIDENTLY
 FH1101'BEEN DESTROYED.  THE HIGHWAY HAS BEEN WIDENED AND ITS DESCRIBED
 FH1101'LOCATION WOULD BE ON THE PRESENT RIGHT OF WAY.
 FH1101'
 FH1101'TO REACH THE STATION FROM BRIERTOWN, FROM THE POST OFFICE,
 FH1101'GO SOUTH ON STATE HIGHWAY 2 FOR 0.7 MILE TO A DRIVEWAY ON
 FH1101'THE LEFT, TURN LEFT UP DRIVEWAY TO A FARMHOUSE AND STATION ABOUT
 FH1101'150 YARDS SOUTH-SOUTHEAST OF THE FARMHOUSE AND 12 FEET WEST
 FH1101'OF A 30-INCH OAK TREE.
 FH1101
 FH1101                          STATION RECOVERY (1980)
 FH1101
 FH1101'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1980 (JWH)
 FH1101'BRIERTOWN 1940 RECOVERED IN GOOD CONDITION.  REFERENCE MARKS IN
 FH1101'PLACE BUT NOT EXAMINED.
 FH1101'
 FH1101'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES NORTH OF
 FH1101'WHITEFIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0913 ***********************************************************************
 EK0913  DESIGNATION -  BRIGHAM
 EK0913  PID         -  EK0913
 EK0913  STATE/COUNTY-  OK/MCCURTAIN
 EK0913  COUNTRY     -  US
 EK0913  USGS QUAD   -  OLD GLORY MOUNTAIN (2018)
 EK0913
 EK0913                         *CURRENT SURVEY CONTROL
 EK0913  ______________________________________________________________________
 EK0913* NAD 83(1993) POSITION- 34 13 41.92448(N) 094 49 40.35748(W)   ADJUSTED
 EK0913* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 EK0913  ______________________________________________________________________
 EK0913  GEOID HEIGHT    -        -29.584 (meters)                     GEOID18
 EK0913  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 EK0913  HORZ ORDER      -  FIRST
 EK0913
 EK0913.The horizontal coordinates were established by classical geodetic methods
 EK0913.and adjusted by the National Geodetic Survey in November 1994.
 EK0913
 EK0913.The orthometric height was scaled from a topographic map.
 EK0913
 EK0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0913.GEOID18 height accuracy estimate available here.
 EK0913
 EK0913.Click photographs - Photos may exist for this station.
 EK0913
 EK0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0913
 EK0913. The following values were computed from the NAD 83(1993) position.
 EK0913
 EK0913;                    North         East     Units Scale Factor Converg.
 EK0913;SPC OK S     -   103,865.775   892,208.311   MT  0.99995512   +1 48 02.0
 EK0913;SPC OK S     -   340,766.30  2,927,186.77   sFT  0.99995512   +1 48 02.0
 EK0913;UTM  15      - 3,788,982.160   331,641.889   MT  0.99994940   -1 01 42.3
 EK0913
 EK0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0913!SPC OK S     -   0.99994718  x   0.99995512  =   0.99990231
 EK0913!UTM  15      -   0.99994718  x   0.99994940  =   0.99989659
 EK0913
 EK0913:                Primary Azimuth Mark                     Grid Az
 EK0913:SPC OK S     -  CARTER MT LOOKOUT TOWER                  060 59 10.9
 EK0913:UTM  15      -  CARTER MT LOOKOUT TOWER                  063 48 55.2
 EK0913
 EK0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3164188982(NAD 83)
 EK0913
 EK0913|---------------------------------------------------------------------|
 EK0913| PID    Reference Object                     Distance      Geod. Az  |
 EK0913|                                                           dddmmss.s |
 EK0913| EK0926 CARTER MT LOOKOUT TOWER             APPROX. 5.3 KM 0624712.9 |
 EK0913| CX5072 BRIGHAM RM 1                          9.762 METERS 06645     |
 EK0913| CX5073 BRIGHAM RM 2                          8.332 METERS 18247     |
 EK0913| EK0918 BEAR MOUNTAIN LOOKOUT TOWER         APPROX.15.1 KM 2282019.0 |
 EK0913|---------------------------------------------------------------------|
 EK0913
 EK0913                          SUPERSEDED SURVEY CONTROL
 EK0913
 EK0913  NAD 83(1986)-  34 13 41.92838(N)    094 49 40.34807(W) AD(       ) 1
 EK0913  NAD 27      -  34 13 41.55100(N)    094 49 39.55200(W) AD(       ) 1
 EK0913
 EK0913.Superseded values are not recommended for survey control.
 EK0913
 EK0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0913.See file dsdata.pdf to determine how the superseded data were derived.
 EK0913
 EK0913_MARKER: DS = TRIANGULATION STATION DISK
 EK0913_SETTING: 80 = SET IN A BOULDER
 EK0913_STAMPING: BRIGHAM 1952
 EK0913_MARK LOGO: CGS
 EK0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0913+STABILITY: SURFACE MOTION
 EK0913
 EK0913  HISTORY     - Date     Condition        Report By
 EK0913  HISTORY     - 1952     MONUMENTED       CGS
 EK0913  HISTORY     - 1955     GOOD             USGS
 EK0913
 EK0913                          STATION DESCRIPTION
 EK0913
 EK0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0913'THE STATION IS LOCATED ABOUT 9-1/4 MILES SOUTH AND 1/4 MILE
 EK0913'EAST OF BETHEL AND ABOUT 3-1/4 MILES WEST AND 1-1/2 MILES
 EK0913'SOUTH OF CARTER MT. LOOKOUT TOWER AND IS ON THE SUMMIT OF A
 EK0913'HIGH ROCKY PEAK WHICH IS JUST SOUTHEAST OF THE BRIGHAM TRAIL.
 EK0913'THE PEAK IS TIMBERED AND IS THE HIGHEST ONE IN THE VICINITY.
 EK0913'IT IS 22 FEET SOUTHEAST OF AN OAK TREE WITH A TRIANGLE BLAZE.
 EK0913'THE DISK IS SET FLUSH IN A BOULDER WHICH PROJECTS ABOUT 5
 EK0913'INCHES AND IS STAMPED BRIGHAM 1952.
 EK0913'
 EK0913'REFERENCE MARK NO. 1 IS 52 FEET EAST OF AN OAK TREE WITH A
 EK0913'TRIANGLE BLAZE.  THE DISK IS SET FLUSH IN A BOULDER WHICH
 EK0913'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BRIGHAM NO 1
 EK0913'1952.
 EK0913'
 EK0913'REFERENCE MARK NO. 2 IS 38 FEET EAST OF AN OAK TREE WITH A
 EK0913'TRIANGLE BLAZE.  THE DISK IS SET FLUSH IN A BOULDER WHICH
 EK0913'PROJECTS ABOUT 6 INCHES AND IS STAMPED BRIGHAM NO 2 1952.
 EK0913'
 EK0913'NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0913'
 EK0913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 EK0913'AND STATE ROUTE 21 IN BROKEN BOW, GO NORTH ON STATE ROUTE 21
 EK0913'FOR 19.55 MILES TO A SIDE ROAD LEFT AND SIGN BRIGHAM TRAIL.
 EK0913'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 4.6 MILES TO TOP
 EK0913'OF RIDGE AND A TRIANGLE BLAZE TREE ON RIGHT.  THIS POINT IS
 EK0913'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST TO TOP OF RIDGE, BEAR
 EK0913'LEFT AND PACK NORTHEAST ALONG TOP OF RIDGE FOR APPROXIMATELY
 EK0913'0.15 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 EK0913'
 EK0913'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0913
 EK0913                          STATION RECOVERY (1955)
 EK0913
 EK0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EK0913'BROKEN BOW, 18.0 MILES NORTH OF ALONG STATE HIGHWAY NO. 21
 EK0913'TO JUNCTION WITH BRIGHAM YOUNG TRAIL, THENCE 4.7 MILES WEST
 EK0913'ALONG TRAIL TO HEIGHT OF LAND AND TRIANGLE BLAZED OAK TREE
 EK0913'ON NORTH SIDE OF TRAIL, (END OF CAR TRAVEL) BEAR EAST ALONG
 EK0913'RIDGE TO HIGHEST POINT AND STATION SITE NEAR EAST END OF RIDGE.
 EK0913'A ROCK CAIRN IS BUILT OVER STATION AND IS 22 FEET SOUTHEAST OF
 EK0913'A TRIANGLE BLAZED OAK TREE.  THE DISK IS SET IN CONCRETE
 EK0913'ON TOP OF SMALL BOULDER WHICH PROJECTS ABOUT 5 INCHES AND
 EK0913'IS STAMPED BRIGHAM 1952.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0597 ***********************************************************************
 FK0597  DESIGNATION -  BRINK
 FK0597  PID         -  FK0597
 FK0597  STATE/COUNTY-  OK/GREER
 FK0597  COUNTRY     -  US
 FK0597  USGS QUAD   -  WILLOW (2018)
 FK0597
 FK0597                         *CURRENT SURVEY CONTROL
 FK0597  ______________________________________________________________________
 FK0597* NAD 83(1993) POSITION- 35 00 59.98642(N) 099 30 33.22068(W)   ADJUSTED
 FK0597* NAVD 88 ORTHO HEIGHT -   530.4   (meters)     1740.    (feet) VERTCON3
 FK0597  ______________________________________________________________________
 FK0597  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 FK0597  LAPLACE CORR    -          4.29  (seconds)                    DEFLEC18
 FK0597  HORZ ORDER      -  FIRST
 FK0597
 FK0597.The horizontal coordinates were established by classical geodetic methods
 FK0597.and adjusted by the National Geodetic Survey in November 1994.
 FK0597
 FK0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0597
 FK0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0597.GEOID18 height accuracy estimate available here.
 FK0597
 FK0597.Click photographs - Photos may exist for this station.
 FK0597
 FK0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0597
 FK0597. The following values were computed from the NAD 83(1993) position.
 FK0597
 FK0597;                    North         East     Units Scale Factor Converg.
 FK0597;SPC OK S     -   187,753.443   462,263.320   MT  0.99996435   -0 51 24.0
 FK0597;SPC OK S     -   615,987.75  1,516,608.91   sFT  0.99996435   -0 51 24.0
 FK0597;UTM  14      - 3,875,009.388   453,541.317   MT  0.99962660   -0 17 31.9
 FK0597
 FK0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0597!SPC OK S     -   0.99992086  x   0.99996435  =   0.99988521
 FK0597!UTM  14      -   0.99992086  x   0.99962660  =   0.99954749
 FK0597
 FK0597:                Primary Azimuth Mark                     Grid Az
 FK0597:SPC OK S     -  BRINK AZ MK                              090 56 55.5
 FK0597:UTM  14      -  BRINK AZ MK                              090 23 03.4
 FK0597
 FK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5354175009(NAD 83)
 FK0597
 FK0597|---------------------------------------------------------------------|
 FK0597| PID    Reference Object                     Distance      Geod. Az  |
 FK0597|                                                           dddmmss.s |
 FK0597| CK9037 BRINK AZ MK                                        0900531.5 |
 FK0597| CK9038 BRINK RM 1                           20.080 METERS 18203     |
 FK0597| CK9039 BRINK RM 2                           13.198 METERS 27728     |
 FK0597|---------------------------------------------------------------------|
 FK0597
 FK0597                          SUPERSEDED SURVEY CONTROL
 FK0597
 FK0597  NAD 83(1986)-  35 00 59.99171(N)    099 30 33.21529(W) AD(       ) 1
 FK0597  NAD 27      -  35 00 59.79280(N)    099 30 31.89350(W) AD(       ) 1
 FK0597  NGVD 29 (07/19/86)  530.2    (m)         1739.     (f) VERT ANG       
 FK0597
 FK0597.Superseded values are not recommended for survey control.
 FK0597
 FK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0597.See file dsdata.pdf to determine how the superseded data were derived.
 FK0597
 FK0597_MARKER: DS = TRIANGULATION STATION DISK
 FK0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0597_STAMPING: BRINK 1961
 FK0597_MARK LOGO: CGS
 FK0597_PROJECTION: FLUSH
 FK0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0597+STABILITY: SURFACE MOTION
 FK0597
 FK0597  HISTORY     - Date     Condition        Report By
 FK0597  HISTORY     - 1961     MONUMENTED       CGS
 FK0597  HISTORY     - 1963     GOOD             CGS
 FK0597  HISTORY     - 19890111 MARK NOT FOUND   USPSQD
 FK0597
 FK0597                          STATION DESCRIPTION
 FK0597
 FK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0597'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF WILLOW, 1/2 MILE
 FK0597'NORTHEAST OF BRINKMAN, 0.45 MILE WEST OF U.S. HIGHWAY 283 AND
 FK0597'AT THE SOUTHEAST CORNER OF THE BRINKMAN CEMETERY.
 FK0597'
 FK0597'TO REACH THE STATION FROM THE POST OFFICE IN WILLOW, GO
 FK0597'EAST FOR 0.5 MILE TO U.S. HIGHWAY 283.  TURN RIGHT, SOUTH,
 FK0597'FOR 2.4 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 FK0597'NORTHWEST QUADRANT OF THE INTERSECTION.  TURN RIGHT, WEST,
 FK0597'FOR 0.45 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE OF
 FK0597'THE ROAD.  IT IS 97 FEET EAST OF THE CENTER OF THE GATE
 FK0597'TO THE CEMETERY, 37 FEET NORTH OF THE CENTER OF THE GRAVELED
 FK0597'ROAD, 7 FEET SOUTH OF A FENCE CORNER AND 6.3 FEET SOUTH OF
 FK0597'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 FK0597'STAMPED BRINK 1961.
 FK0597'
 FK0597'REFERENCE MARK 1 IS 72.3 FEET SOUTH OF THE WITNESS POST,
 FK0597'53 FEET EAST OF A POWER POLE, AND 29 FEET SOUTH OF THE CENTER
 FK0597'OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 FK0597'IS STAMPED BRINK NO 1 1961.
 FK0597'
 FK0597'REFERENCE MARK 2 IS 55 FEET EAST OF THE CENTER OF THE GATE
 FK0597'TO THE CEMETERY, 43.5 FEET WEST OF THE WITNESS POST, 41
 FK0597'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 FK0597'SOUTH OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 FK0597'IS STAMPED BRINK NO 2 1961.
 FK0597'
 FK0597'THE AZIMUTH MARK IS 42 FEET WEST OF THE CENTERLINE OF HIGHWAY
 FK0597'283, 17 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 FK0597'2.8 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRONZE
 FK0597'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDE WALL OF
 FK0597'A CONCRETE CULVERT THAT IS ABOUT 0.1 FOOT ABOVE THE GROUND
 FK0597'ON THE SOUTH SIDE OF IT.  THE DISK IS STAMPED BRINK 1961.
 FK0597'
 FK0597'HEIGHT OF LIGHT ABOVE STATION MARK 2.59 METERS.
 FK0597
 FK0597                          STATION RECOVERY (1963)
 FK0597
 FK0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0597'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 FK0597'AS DESCRIBED.  IT IS IN THE SE 1/4 OF SEC. 3, T. 6 N., R.
 FK0597'22 W.
 FK0597'
 FK0597'THE DESCRIPTION TO REACH IS ADEQUATE.
 FK0597
 FK0597                          STATION RECOVERY (1989)
 FK0597
 FK0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 FK0597'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0596 ***********************************************************************
 FK0596  DESIGNATION -  BRINKMAN MUNICIPAL TANK
 FK0596  PID         -  FK0596
 FK0596  STATE/COUNTY-  OK/GREER
 FK0596  COUNTRY     -  US
 FK0596  USGS QUAD   -  WILLOW (2018)
 FK0596
 FK0596                         *CURRENT SURVEY CONTROL
 FK0596  ______________________________________________________________________
 FK0596* NAD 83(1993) POSITION- 35 00 39.54322(N) 099 31 05.19213(W)   ADJUSTED
 FK0596  ______________________________________________________________________
 FK0596  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 FK0596  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 FK0596  HORZ ORDER      -  THIRD
 FK0596
 FK0596.The horizontal coordinates were established by classical geodetic methods
 FK0596.and adjusted by the National Geodetic Survey in November 1994.
 FK0596
 FK0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0596.GEOID18 height accuracy estimate available here.
 FK0596
 FK0596.Click photographs - Photos may exist for this station.
 FK0596
 FK0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0596
 FK0596. The following values were computed from the NAD 83(1993) position.
 FK0596
 FK0596;                    North         East     Units Scale Factor Converg.
 FK0596;SPC OK S     -   187,135.695   461,443.403   MT  0.99996361   -0 51 42.1
 FK0596;SPC OK S     -   613,961.03  1,513,918.90   sFT  0.99996361   -0 51 42.1
 FK0596;UTM  14      - 3,874,383.803   452,727.800   MT  0.99962754   -0 17 50.1
 FK0596
 FK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5272774383(NAD 83)
 FK0596
 FK0596                          SUPERSEDED SURVEY CONTROL
 FK0596
 FK0596  NAD 83(1986)-  35 00 39.54834(N)    099 31 05.18721(W) AD(       ) 3
 FK0596  NAD 27      -  35 00 39.34900(N)    099 31 03.86500(W) AD(       ) 3
 FK0596
 FK0596.Superseded values are not recommended for survey control.
 FK0596
 FK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0596.See file dsdata.pdf to determine how the superseded data were derived.
 FK0596
 FK0596_MARKER: 51 = TANK
 FK0596
 FK0596  HISTORY     - Date     Condition        Report By
 FK0596  HISTORY     - 1948     FIRST OBSERVED   CGS
 FK0596  HISTORY     - 1961     GOOD             CGS
 FK0596
 FK0596                          STATION DESCRIPTION
 FK0596
 FK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 FK0596'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY,
 FK0596'LOCATED ABOUT 1/2 BLOCK NORTHWEST OF THE CENTER OF TOWN
 FK0596'AND ABOUT 200 FEET NORTH OF MAIN STREET.  IT IS A FOUR LEGGED
 FK0596'STEEL STRUCTURE 112 FEET HIGH.  THE ENTIRE STRUCTURE IS
 FK0596'PAINTED BLACK.  POINT OBSERVED UPON, FINIAL ON THE APEX
 FK0596'OF THE ROOF.
 FK0596
 FK0596                          STATION RECOVERY (1961)
 FK0596
 FK0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0596'THE STATION IS CENTRALLY LOCATED IN THE VILLAGE OF BRINKMAN,
 FK0596'500 FEET NORTHWEST OF THE POST OFFICE IN BRINKMAN.
 FK0596'
 FK0596'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, HAVING
 FK0596'AN OVER-ALL HEIGHT OF 110 FEET AND THE BALL AT THE APEX
 FK0596'WAS THE POINT OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1178 ***********************************************************************
 FJ1178  DESIGNATION -  BRISTOW
 FJ1178  PID         -  FJ1178
 FJ1178  STATE/COUNTY-  OK/CREEK
 FJ1178  COUNTRY     -  US
 FJ1178  USGS QUAD   -  SLICK (2018)
 FJ1178
 FJ1178                         *CURRENT SURVEY CONTROL
 FJ1178  ______________________________________________________________________
 FJ1178* NAD 83(1993) POSITION- 35 51 35.86028(N) 096 21 46.40327(W)   ADJUSTED
 FJ1178* NAVD 88 ORTHO HEIGHT -   286.2   (meters)      939.    (feet) VERTCON3
 FJ1178  ______________________________________________________________________
 FJ1178  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 FJ1178  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 FJ1178  HORZ ORDER      -  SECOND
 FJ1178
 FJ1178.The horizontal coordinates were established by classical geodetic methods
 FJ1178.and adjusted by the National Geodetic Survey in November 1994.
 FJ1178
 FJ1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1178
 FJ1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1178.GEOID18 height accuracy estimate available here.
 FJ1178
 FJ1178.Click photographs - Photos may exist for this station.
 FJ1178
 FJ1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1178
 FJ1178. The following values were computed from the NAD 83(1993) position.
 FJ1178
 FJ1178;                    North         East     Units Scale Factor Converg.
 FJ1178;SPC OK N     -    96,661.520   747,855.455   MT  0.99995973   +0 57 58.1
 FJ1178;SPC OK N     -   317,130.34  2,453,589.11   sFT  0.99995973   +0 57 58.1
 FJ1178;UTM  14      - 3,971,627.793   738,122.562   MT  1.00029876   +1 32 44.0
 FJ1178
 FJ1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1178!SPC OK N     -   0.99995954  x   0.99995973  =   0.99991927
 FJ1178!UTM  14      -   0.99995954  x   1.00029876  =   1.00025829
 FJ1178
 FJ1178:                Primary Azimuth Mark                     Grid Az
 FJ1178:SPC OK N     -  BRISTOW MUNICIPAL WATER TK               206 44 15.2
 FJ1178:UTM  14      -  BRISTOW MUNICIPAL WATER TK               206 09 29.3
 FJ1178
 FJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3812271627(NAD 83)
 FJ1178
 FJ1178|---------------------------------------------------------------------|
 FJ1178| PID    Reference Object                     Distance      Geod. Az  |
 FJ1178|                                                           dddmmss.s |
 FJ1178| CI1244 BRISTOW RM 2                          9.110 METERS 01759     |
 FJ1178| CI1242 BRISTOW MUNICIPAL WATER TK                         2074213.3 |
 FJ1178| CI1243 BRISTOW RM 1                         16.301 METERS 24507     |
 FJ1178|---------------------------------------------------------------------|
 FJ1178
 FJ1178                          SUPERSEDED SURVEY CONTROL
 FJ1178
 FJ1178  NAD 83(1986)-  35 51 35.87863(N)    096 21 46.38357(W) AD(       ) 2
 FJ1178  NAD 27      -  35 51 35.59058(N)    096 21 45.36254(W) AD(       ) 2
 FJ1178  NGVD 29 (07/19/86)  286.1    (m)          939.     (f) VERT ANG       
 FJ1178
 FJ1178.Superseded values are not recommended for survey control.
 FJ1178
 FJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1178.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1178
 FJ1178_MARKER: DD = SURVEY DISK
 FJ1178_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1178+WITH SETTING: INFORMATION.
 FJ1178_STAMPING: BRISTOW ET 1970
 FJ1178_MARK LOGO: USGS
 FJ1178_PROJECTION: FLUSH
 FJ1178_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1178+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 FJ1178
 FJ1178  HISTORY     - Date     Condition        Report By
 FJ1178  HISTORY     - 1970     MONUMENTED       USGS
 FJ1178  HISTORY     - 20220616 GOOD             OKDOT
 FJ1178
 FJ1178                          STATION DESCRIPTION
 FJ1178
 FJ1178'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1178'THE STATION IS ABOUT 2.2 MI NE. OF BRISTOW, ON A HIGH CUTBANK ALONG
 FJ1178'THE TURNER TURNPIKE, T. 16 N., R. 9 E., ABOUT 0.1 MI S. AND ABOUT
 FJ1178'0.3 MI E. OF QUARTER COR. BETWEEN SECS. 16 AND 17.
 FJ1178'
 FJ1178'TO REACH FROM THE TOLL GATE OF THE SAPULPA ENTRANCE TO TURNER
 FJ1178'TURNPIKE FOLLOW THE TURNPIKE W. FOR 17.65 MI TO MP 63, CONTINUE
 FJ1178'W. ABOUT 200 FT TO A HIGH CUTBANK ON THE RIGHT AND THE STATION ON
 FJ1178'THE TOP.
 FJ1178'
 FJ1178'STATION MARK, STAMPED ET BRISTOW 1970 IS 133 FT (NORMAL) NNW. OF
 FJ1178'N. EDGE OF PAVEMENT, 17 FT (NORMAL) SSE. OF N. RIGHT-OF-WAY FENCE
 FJ1178'AND USGS WITNESS POST.
 FJ1178'
 FJ1178'REFERENCE MARK NO. 1, STAMPED BRISTOW NO 1 1970 IS WSW. OF THE
 FJ1178'STATION, 147 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT, 2.5 FT
 FJ1178'(NORMAL) SSE. OF N. RIGHT-OF-WAY FENCE AND 1.0 FT ENE. (PARALLEL
 FJ1178'WITH RIGHT-OF-WAY FENCE) OF A WOODEN FENCE POST WITH WOOD BRACES.
 FJ1178'
 FJ1178'REFERENCE MARK NO. 2, STAMPED BRISTOW NO 2 1970 IS NNE. OF THE
 FJ1178'STATION, 148 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT AND 1.6 FT
 FJ1178'(NORMAL) SSE. OF N. RIGHT-OF-WAY FENCE.
 FJ1178'
 FJ1178'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 FJ1178'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 FJ1178'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 FJ1178'GROUND.
 FJ1178'
 FJ1178'NO AZIMUTH MARK WAS SET.
 FJ1178'
 FJ1178'REFERENCE AZIMUTH USED - BRISTOW M.W.T.  STATION IS FINIAL OF
 FJ1178'BRISTOW M.W.T. LOCATED IN BRISTOW, NEAR THE CENTER OF THE BLOCK
 FJ1178'BOUNDED BY E. 2ND AVENUE, E. 3RD AVENUE, S. CEDAR STREET, AND S.
 FJ1178'OAK STREET.  LOCAL PEOPLE DID NOT KNOW YEAR BUILT, T. 16 N., R. 9
 FJ1178'E., ABOUT 0.1 MI N. AND 0.25 MI E. OF THE COR. OF SECS. 29, 30,
 FJ1178'31 AND 32.
 FJ1178'
 FJ1178'STANDARD BRACED TRIPOD USED.
 FJ1178
 FJ1178                          STATION RECOVERY (2022)
 FJ1178
 FJ1178'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1178'THE MARK IS 6 INCH (15 CM) NORTHWEST OF ROW FENCE ON PRIVATE PROPERTY.
 FJ1178'BETWEEN SECOND AND THIRD T-POST EAST OF 6 INCH (15 CM) WOODEN BRACE
 FJ1178'POSTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1180 ***********************************************************************
 FJ1180  DESIGNATION -  BRISTOW MUNICIPAL STANDPIPE
 FJ1180  PID         -  FJ1180
 FJ1180  STATE/COUNTY-  OK/CREEK
 FJ1180  COUNTRY     -  US
 FJ1180  USGS QUAD   -  BRISTOW (2018)
 FJ1180
 FJ1180                         *CURRENT SURVEY CONTROL
 FJ1180  ______________________________________________________________________
 FJ1180* NAD 83(1993) POSITION- 35 50 20.09279(N) 096 23 43.61856(W)   ADJUSTED
 FJ1180  ______________________________________________________________________
 FJ1180  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 FJ1180  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 FJ1180  HORZ ORDER      -  THIRD
 FJ1180
 FJ1180.The horizontal coordinates were established by classical geodetic methods
 FJ1180.and adjusted by the National Geodetic Survey in November 1994.
 FJ1180
 FJ1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1180.GEOID18 height accuracy estimate available here.
 FJ1180
 FJ1180.Click photographs - Photos may exist for this station.
 FJ1180
 FJ1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1180
 FJ1180. The following values were computed from the NAD 83(1993) position.
 FJ1180
 FJ1180;                    North         East     Units Scale Factor Converg.
 FJ1180;SPC OK N     -    94,277.595   744,953.681   MT  0.99996175   +0 56 48.9
 FJ1180;SPC OK N     -   309,309.08  2,444,068.87   sFT  0.99996175   +0 56 48.9
 FJ1180;UTM  14      - 3,969,213.866   735,244.081   MT  1.00028197   +1 31 32.5
 FJ1180
 FJ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3524469213(NAD 83)
 FJ1180
 FJ1180                          SUPERSEDED SURVEY CONTROL
 FJ1180
 FJ1180  NAD 83(1986)-  35 50 20.10692(N)    096 23 43.59406(W) AD(       ) 3
 FJ1180  NAD 27      -  35 50 19.86000(N)    096 23 42.57000(W) AD(       ) 3
 FJ1180
 FJ1180.Superseded values are not recommended for survey control.
 FJ1180
 FJ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1180.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1180
 FJ1180_MARKER: 52 = STANDPIPE TANK
 FJ1180
 FJ1180  HISTORY     - Date     Condition        Report By
 FJ1180  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1180
 FJ1180                          STATION DESCRIPTION
 FJ1180
 FJ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1180'POINT OBSERVED UPON WAS CENTER OF SLENDER, BLACK STANDPIPE IN
 FJ1180'BRISTOW, PROBABLY MUNICIPALLY OWNED.  STATION NOT VISITED AS
 FJ1180'WAS OFF SCHEME, FURTHER DETAILS NOT OBTAINED.
 FJ1180'
 FJ1180'OBSERVED UPON FROM STATIONS WICKAM AND CAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0866 ***********************************************************************
 FJ0866  DESIGNATION -  BRITTON
 FJ0866  PID         -  FJ0866
 FJ0866  STATE/COUNTY-  OK/OKLAHOMA
 FJ0866  COUNTRY     -  US
 FJ0866  USGS QUAD   -  SPENCER (2018)
 FJ0866
 FJ0866                         *CURRENT SURVEY CONTROL
 FJ0866  ______________________________________________________________________
 FJ0866* NAD 83(1993) POSITION- 35 36 18.90825(N) 097 29 44.99247(W)   ADJUSTED
 FJ0866* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ0866  ______________________________________________________________________
 FJ0866  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 FJ0866  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 FJ0866  HORZ ORDER      -  SECOND
 FJ0866
 FJ0866.The horizontal coordinates were established by classical geodetic methods
 FJ0866.and adjusted by the National Geodetic Survey in November 1994.
 FJ0866
 FJ0866.The orthometric height was scaled from a topographic map.
 FJ0866
 FJ0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0866.GEOID18 height accuracy estimate available here.
 FJ0866
 FJ0866.Click photographs - Photos may exist for this station.
 FJ0866
 FJ0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0866
 FJ0866. The following values were computed from the NAD 83(1993) position.
 FJ0866
 FJ0866;                    North         East     Units Scale Factor Converg.
 FJ0866;SPC OK N     -    67,273.243   645,682.661   MT  0.99999322   +0 17 51.1
 FJ0866;SPC OK N     -   220,712.30  2,118,377.20   sFT  0.99999322   +0 17 51.1
 FJ0866;UTM  14      - 3,941,207.943   636,244.626   MT  0.99982875   +0 52 33.1
 FJ0866
 FJ0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0866!SPC OK N     -   0.99994807  x   0.99999322  =   0.99994129
 FJ0866!UTM  14      -   0.99994807  x   0.99982875  =   0.99977682
 FJ0866
 FJ0866:                Primary Azimuth Mark                     Grid Az
 FJ0866:SPC OK N     -  BRITTON AZ MK                            180 58 31.1
 FJ0866:UTM  14      -  BRITTON AZ MK                            180 23 49.1
 FJ0866
 FJ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3624441207(NAD 83)
 FJ0866
 FJ0866|---------------------------------------------------------------------|
 FJ0866| PID    Reference Object                     Distance      Geod. Az  |
 FJ0866|                                                           dddmmss.s |
 FJ0866| CL4339 BRITTON RM 1                         16.187 METERS 00224     |
 FJ0866| CL4338 BRITTON AZ MK                                      1811622.2 |
 FJ0866| CL4340 BRITTON RM 2                         19.435 METERS 26945     |
 FJ0866|---------------------------------------------------------------------|
 FJ0866
 FJ0866                          SUPERSEDED SURVEY CONTROL
 FJ0866
 FJ0866  NAD 83(1986)-  35 36 18.91479(N)    097 29 44.97533(W) AD(       ) 2
 FJ0866  NAD 27      -  35 36 18.71353(N)    097 29 43.83357(W) AD(       ) 2
 FJ0866
 FJ0866.Superseded values are not recommended for survey control.
 FJ0866
 FJ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0866.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0866
 FJ0866_MARKER: DS = TRIANGULATION STATION DISK
 FJ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0866_STAMPING: BRITTON 1954
 FJ0866_MARK LOGO: CGS
 FJ0866_PROJECTION: FLUSH
 FJ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0866+STABILITY: SURFACE MOTION
 FJ0866
 FJ0866  HISTORY     - Date     Condition        Report By
 FJ0866  HISTORY     - 1954     MONUMENTED       CGS
 FJ0866  HISTORY     - 1968     GOOD             OKDH
 FJ0866  HISTORY     - 20241129 MARK NOT FOUND   LJA
 FJ0866
 FJ0866                          STATION DESCRIPTION
 FJ0866
 FJ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ0866'THE STATION IS ABOUT 3-1/4 MILES SOUTH-SOUTHWEST OF EDMOND,
 FJ0866'NEAR THE WEST SIDE OF THE CENTER OF THE NORTHWEST 1/4 OF
 FJ0866'SECTION 14, T 13 N, R 3 W, ON THE RIGHT-OF-WAY OF U.S. HIGHWAYS
 FJ0866'66 AND 77, AND ON THE WEST SIDE OF MEMORIAL PARK CEMETERY.
 FJ0866'
 FJ0866'TO REACH FROM THE TRAFFIC LIGHT IN EDMOND WHERE U.S. HIGHWAYS
 FJ0866'66 AND 77 TURN SOUTH, GO SOUTH ON HIGHWAYS 66 AND 77 FOR
 FJ0866'3.2 MILES TO A CROSSROAD AT A STORE IN THE NORTHEAST ANGLE
 FJ0866'OF THE INTERSECTION, CONTINUE SOUTH ON HIGHWAY FOR 0.2 MILE
 FJ0866'TO THE CHAPEL AT THE CEMETERY AND STATION ON LEFT.
 FJ0866'
 FJ0866'THE STATION MARK IS 89 FEET NORTH OF THE CENTER OF THE SOUTH
 FJ0866'ENTRANCE ON THE WEST SIDE OF THE MEMORIAL PARK CEMETERY,
 FJ0866'30 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 66 AND 77, 4
 FJ0866'FEET WEST OF THE WEST CEMETERY BRICK WALL, AND 4 FEET NORTHWEST
 FJ0866'OF A WITNESS POST.  THE MARK IS LEVEL WITH THE SURFACE OF
 FJ0866'THE GROUND AND IS STAMPED BRITTON 1954.
 FJ0866'
 FJ0866'REFERENCE MARK NO. 1 IS 46 FEET SOUTH OF THE SOUTH END OF
 FJ0866'THE CENTRAL ENTRANCE TO THE CEMETERY, 35 FEET EAST OF THE
 FJ0866'CENTER OF THE HIGHWAY AND 2 FEET WEST OF THE WEST CEMETERY
 FJ0866'WALL.  THE MARK IS LEVEL WITH THE SURFACE OF THE GROUND AND
 FJ0866'IS STAMPED BRITTON NO 1 1954.
 FJ0866'
 FJ0866'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTER OF THE
 FJ0866'HIGHWAY, 3 FEET NORTHEAST OF A TELEPHONE POLE, AND 3 FEET
 FJ0866'EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 FJ0866'6 INCHES AND IS STAMPED BRITTON NO 2 1954.
 FJ0866'
 FJ0866'THE AZIMUTH MARK, APPROXIMATELY 0.45 MILE SOUTH OF THE STATION
 FJ0866'IS 31 FEET WEST OF THE CENTER OF U.S. HIGHWAYS 66 AND 77,
 FJ0866'4 FEET NORTH OF A POWER LINE POLE, 3 FEET EAST OF THE WEST
 FJ0866'RIGHT-OF-WAY FENCE LINE, AND 3 FEET NORTH OF A WITNESS POST.
 FJ0866'THE MARK PROJECTS 4 INCHES AND IS STAMPED BRITTON 1954.
 FJ0866
 FJ0866                          STATION RECOVERY (1968)
 FJ0866
 FJ0866'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0866'BRITTON 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0866'
 FJ0866'BRITTON NO. 1 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0866'
 FJ0866'BRITTON NO. 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0866'
 FJ0866'BRITTON 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0866'DESCRIBED.
 FJ0866
 FJ0866                          STATION RECOVERY (2024)
 FJ0866
 FJ0866'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2024 (KLW)
 FJ0866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0442 ***********************************************************************
 GG0442  DESIGNATION -  BROKEN ARROW
 GG0442  PID         -  GG0442
 GG0442  STATE/COUNTY-  OK/TULSA
 GG0442  COUNTRY     -  US
 GG0442  USGS QUAD   -  BROKEN ARROW (2019)
 GG0442
 GG0442                         *CURRENT SURVEY CONTROL
 GG0442  ______________________________________________________________________
 GG0442* NAD 83(2011) POSITION- 36 03 05.21544(N) 095 47 26.05377(W)   ADJUSTED
 GG0442* NAD 83(2011) ELLIP HT-   200.618 (meters)        (06/27/12)   ADJUSTED
 GG0442* NAD 83(2011) EPOCH   -  2010.00
 GG0442* NAVD 88 ORTHO HEIGHT -   229.749 (meters)      753.77  (feet) ADJUSTED
 GG0442  ______________________________________________________________________
 GG0442  GEOID HEIGHT    -        -29.127 (meters)                     GEOID18
 GG0442  NAD 83(2011) X  -   -520,888.464 (meters)                     COMP
 GG0442  NAD 83(2011) Y  - -5,136,459.299 (meters)                     COMP
 GG0442  NAD 83(2011) Z  -  3,732,926.690 (meters)                     COMP
 GG0442  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 GG0442  DYNAMIC HEIGHT  -        229.547 (meters)      753.11  (feet) COMP
 GG0442  MODELED GRAVITY -    979,745.4   (mgal)                       NAVD 88
 GG0442
 GG0442  VERT ORDER      -  SECOND    CLASS 0
 GG0442
 GG0442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0442  Standards:
 GG0442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0442  -------------------------------------------------------------------
 GG0442  NETWORK    0.73   1.98           0.33   0.26   1.01      0.15728350
 GG0442  -------------------------------------------------------------------
 GG0442  Click here for local accuracies and other accuracy information.
 GG0442
 GG0442.The horizontal coordinates were established by GPS observations
 GG0442.and adjusted by the National Geodetic Survey in June 2012.
 GG0442
 GG0442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0442.been affixed to the stable North American tectonic plate. See 
 GG0442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0442
 GG0442.The horizontal coordinates are valid at the epoch date displayed above
 GG0442.which is a decimal equivalence of Year/Month/Day.
 GG0442
 GG0442.The orthometric height was determined by differential leveling and
 GG0442.adjusted by the NATIONAL GEODETIC SURVEY
 GG0442.in June 1991.
 GG0442
 GG0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0442.GEOID18 height accuracy estimate available here.
 GG0442
 GG0442.Click photographs - Photos may exist for this station.
 GG0442
 GG0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0442
 GG0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0442
 GG0442.The ellipsoidal height was determined by GPS observations
 GG0442.and is referenced to NAD 83.
 GG0442
 GG0442.The dynamic height is computed by dividing the NAVD 88
 GG0442.geopotential number by the normal gravity value computed on the
 GG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0442.degrees latitude (g = 980.6199 gals.).
 GG0442
 GG0442.The modeled gravity was interpolated from observed gravity values.
 GG0442
 GG0442. The following values were computed from the NAD 83(2011) position.
 GG0442
 GG0442;                    North         East     Units Scale Factor Converg.
 GG0442;SPC OK N     -   118,926.045   799,053.194   MT  0.99994745   +1 18 14.0
 GG0442;SPC OK N     -   390,176.53  2,621,560.35   sFT  0.99994745   +1 18 14.0
 GG0442;UTM  15      - 3,993,259.161   248,625.179   MT  1.00037867   -1 38 35.3
 GG0442
 GG0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0442!SPC OK N     -   0.99996851  x   0.99994745  =   0.99991597
 GG0442!UTM  15      -   0.99996851  x   1.00037867  =   1.00034717
 GG0442
 GG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4862593259(NAD 83)
 GG0442
 GG0442                          SUPERSEDED SURVEY CONTROL
 GG0442
 GG0442  NAD 83(2007)-  36 03 05.21551(N)    095 47 26.05448(W) AD(2002.00) B
 GG0442  ELLIP H (11/09/11)  200.630  (m)                       GP(2002.00) 4 2
 GG0442  NAVD 88 (11/09/11)  229.8    (m)  GEOID09  model used  GPS OBS        
 GG0442  NGVD 29 (??/??/92)  229.628  (m)          753.37   (f) ADJ UNCH    2 0
 GG0442
 GG0442.Superseded values are not recommended for survey control.
 GG0442
 GG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0442.See file dsdata.pdf to determine how the superseded data were derived.
 GG0442
 GG0442_MARKER: DB = BENCH MARK DISK
 GG0442_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0442_STAMPING: 753.371 BROKEN ARROW 1934
 GG0442_MARK LOGO: CGS
 GG0442_PROJECTION: RECESSED 20 CENTIMETERS
 GG0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0442+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2025
 GG0442
 GG0442  HISTORY     - Date     Condition        Report By
 GG0442  HISTORY     - 1934     MONUMENTED       CGS
 GG0442  HISTORY     - 1989     GOOD             USPSQD
 GG0442  HISTORY     - 19940401 GOOD             NGS
 GG0442  HISTORY     - 20021231 GOOD             INDIV
 GG0442  HISTORY     - 20100402 GOOD             AIRDAT
 GG0442  HISTORY     - 20110923 GOOD             AIRDAT
 GG0442  HISTORY     - 20250114 GOOD             INDIV
 GG0442
 GG0442                          STATION DESCRIPTION
 GG0442
 GG0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0442'IN BROKEN ARROW.
 GG0442'IN TOWN OF BROKEN ARROW, TULSA COUNTY, OKLAHOMA, 3 BLOCKS NORTH
 GG0442'OF MKT DEPOT, NORTHEAST CORNER OF INTERSECTION OF MAIN STREET
 GG0442'AND COMMERCIAL AVENUE, IN FRONT OF FIRST NATIONAL BANK BUILDING,
 GG0442'24 FEET NORTH OF CENTER-LINE OF COMMERCIAL AVENUE, 24 FEET EAST
 GG0442'OF EAST CURB-LINE OF MAIN STREET, IN SIDEWALK PARKWAY.  STANDARD
 GG0442'USC AND GS TABLET SET IN CONCRETE POST, 8 INCHES ABOVE SURFACE
 GG0442'OF GROUND.
 GG0442
 GG0442                          STATION RECOVERY (1989)
 GG0442
 GG0442'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHS)
 GG0442'RECOVERED IN GOOD CONDITION.
 GG0442
 GG0442                          STATION RECOVERY (1994)
 GG0442
 GG0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0442'IN BROKEN ARROW, AT THE INTERSECTION OF SOUTH MAIN AND EAST COMMERCIAL
 GG0442'STREETS, 19.6 M (64.3 FT) EAST OF THE CENTERLINE OF SOUTH MAIN
 GG0442'STREET, 7.7 M (25.3 FT) NORTH OF THE CENTERLINE OF EAST COMMERCIAL
 GG0442'STREET, 4.3 M (14.1 FT)  SOUTH OF THE SOUTH FACE OF THE FIRST
 GG0442'NATIONAL BANK, 2.5 M (8.2 FT) SOUTHEAST OF A FIRE HYDRANT, 0.5 M
 GG0442'(1.6 FT) ABOVE THE LEVEL OF THE STREETS, AND THE MONUMENT PROJECTS
 GG0442'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE SIDEWALK.
 GG0442
 GG0442                          STATION RECOVERY (2002)
 GG0442
 GG0442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MFL)
 GG0442'RECOVERED IN GOOD CONDITION.
 GG0442
 GG0442                          STATION RECOVERY (2010)
 GG0442
 GG0442'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0442'RECOVERED IN GOOD CONDITION.
 GG0442
 GG0442                          STATION RECOVERY (2011)
 GG0442
 GG0442'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 GG0442'RECOVERED AS DESCRIBED.
 GG0442
 GG0442                          STATION RECOVERY (2025)
 GG0442
 GG0442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (MFL)
 GG0442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0910 ***********************************************************************
 EK0910  DESIGNATION -  BROKEN BOW
 EK0910  PID         -  EK0910
 EK0910  STATE/COUNTY-  OK/MCCURTAIN
 EK0910  COUNTRY     -  US
 EK0910  USGS QUAD   -  BROKEN BOW (2018)
 EK0910
 EK0910                         *CURRENT SURVEY CONTROL
 EK0910  ______________________________________________________________________
 EK0910* NAD 83(1993) POSITION- 34 01 16.92820(N) 094 44 30.70016(W)   ADJUSTED
 EK0910* NAVD 88 ORTHO HEIGHT -   149.    (meters)      489.    (feet) SCALED
 EK0910  ______________________________________________________________________
 EK0910  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 EK0910  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 EK0910  HORZ ORDER      -  FIRST
 EK0910
 EK0910.The horizontal coordinates were established by classical geodetic methods
 EK0910.and adjusted by the National Geodetic Survey in November 1994.
 EK0910
 EK0910.The orthometric height was scaled from a topographic map.
 EK0910
 EK0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0910.GEOID18 height accuracy estimate available here.
 EK0910
 EK0910.Click photographs - Photos may exist for this station.
 EK0910
 EK0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0910
 EK0910. The following values were computed from the NAD 83(1993) position.
 EK0910
 EK0910;                    North         East     Units Scale Factor Converg.
 EK0910;SPC OK S     -    81,175.710   900,869.960   MT  0.99998386   +1 50 57.7
 EK0910;SPC OK S     -   266,323.98  2,955,604.19   sFT  0.99998386   +1 50 57.7
 EK0910;UTM  15      - 3,765,893.370   339,173.849   MT  0.99991885   -0 58 29.2
 EK0910
 EK0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0910!SPC OK S     -   0.99998102  x   0.99998386  =   0.99996488
 EK0910!UTM  15      -   0.99998102  x   0.99991885  =   0.99989987
 EK0910
 EK0910:                Primary Azimuth Mark                     Grid Az
 EK0910:SPC OK S     -  BROKEN BOW AZ MK                         163 21 04.7
 EK0910:UTM  15      -  BROKEN BOW AZ MK                         166 10 31.6
 EK0910
 EK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3917365893(NAD 83)
 EK0910
 EK0910|---------------------------------------------------------------------|
 EK0910| PID    Reference Object                     Distance      Geod. Az  |
 EK0910|                                                           dddmmss.s |
 EK0910| EK0909 BROKEN BOW LOOKOUT TOWER            APPROX. 2.9 KM 0055544.8 |
 EK0910| EK0908 BROKEN BOW MUNICIPAL TANK           APPROX. 1.3 KM 0111030.9 |
 EK0910| EK0911 CARNASAW LOOKOUT TOWER              APPROX.16.7 KM 0350102.2 |
 EK0910| EK0902 BROKEN BOW DIERKS LMBR CO STK       470.031 METERS 1074753.6 |
 EK0910| EK0905 BROKEN BOW DIERKS LMBR CO TANK      469.688 METERS 1222134.9 |
 EK0910| CX5080 BROKEN BOW AZ MK                                   1651202.4 |
 EK0910| CX5081 BROKEN BOW RM 1                      22.449 METERS 17337     |
 EK0910| CX5082 BROKEN BOW RM 2                      40.852 METERS 28550     |
 EK0910| EK0903 TT 8 MT                              16.964 METERS 35520     |
 EK0910|---------------------------------------------------------------------|
 EK0910
 EK0910                          SUPERSEDED SURVEY CONTROL
 EK0910
 EK0910  NAD 83(1986)-  34 01 16.93373(N)    094 44 30.69200(W) AD(       ) 1
 EK0910  NAD 27      -  34 01 16.53700(N)    094 44 29.91700(W) AD(       ) 1
 EK0910
 EK0910.Superseded values are not recommended for survey control.
 EK0910
 EK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0910.See file dsdata.pdf to determine how the superseded data were derived.
 EK0910
 EK0910_MARKER: DS = TRIANGULATION STATION DISK
 EK0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0910_STAMPING: BROKEN BOW 1952
 EK0910_MARK LOGO: CGS
 EK0910_PROJECTION: FLUSH
 EK0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0910+STABILITY: SURFACE MOTION
 EK0910
 EK0910  HISTORY     - Date     Condition        Report By
 EK0910  HISTORY     - 1952     MONUMENTED       CGS
 EK0910  HISTORY     - 1959     MARK NOT FOUND   USGS
 EK0910
 EK0910                          STATION DESCRIPTION
 EK0910
 EK0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0910'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF BROKEN BOW
 EK0910'AND IN THE NORTHEAST CORNER OF THE BALL PARK.  IT IS 135
 EK0910'FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST STREET,
 EK0910'9 FEET WEST OF A FENCE LINE AND 8 FEET WEST-NORTHWEST OF
 EK0910'A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 EK0910'GROUND AND THE DISK IS STAMPED BROKEN BOW 1952.
 EK0910'
 EK0910'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE LINE.  THE
 EK0910'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BROKEN BOW
 EK0910'NO 1 1952.
 EK0910'
 EK0910'REFERENCE MARK NO. 2 IS 6 FEET EAST OF THE NORTHEAST CORNER
 EK0910'OF THE TIN FENCE AROUND THE BALL PARK.  THE MARK PROJECTS
 EK0910'6 INCHES AND THE DISK IS STAMPED BROKEN BOW NO 2 1952.
 EK0910'
 EK0910'BENCH MARK TT- 8 MT 1949 IS 79.5 FEET SOUTH OF THE CENTERLINE
 EK0910'OF AN EAST AND WEST STREET AND 13 FEET WEST OF A FENCE LINE.
 EK0910'THE MARK IS A STANDARD USGS BENCH MARK SET IN A 6 X 6 INCH
 EK0910'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND THE DISK
 EK0910'IS STAMPED TT 8 MT 1949.
 EK0910'
 EK0910'A TRAVERSE CONNECTION WAS MADE FROM STATION BROKEN BOW TO
 EK0910'TT 8 MT.  THE DISTANCE IS AS SHOWN ABOVE.
 EK0910'
 EK0910'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 EK0910'ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF THE
 EK0910'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 EK0910'DISK IS STAMPED BROKEN BOW 1952.
 EK0910'
 EK0910'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EK0910'HIGHWAY 21 IN THE SOUTHWEST PART OF BROKEN BOW, GO SOUTH
 EK0910'ON HIGHWAYS 70 AND 21 FOR 0.35 MILE TO A SIDE STREET RIGHT,
 EK0910'TURN RIGHT (WEST) 0.1 MILE TO THE BALL PARK ON THE LEFT
 EK0910'AND THE STATION.
 EK0910'
 EK0910'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1
 EK0910'MILE TO HIGHWAYS 70 AND 21, TURN RIGHT (SOUTH) ON HIGHWAYS
 EK0910'FOR 0.2 MILE, TURN RIGHT (WEST) ON A GRAVELED ROAD 0.05
 EK0910'MILE TO THE MARK ON THE RIGHT.
 EK0910'
 EK0910'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0910
 EK0910                          STATION RECOVERY (1959)
 EK0910
 EK0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EK0910'STATION SEARCHED FOR AND NOT FOUND.  LOCATED IN PARKING
 EK0910'AREA OF BALL PARK, POSSIBLY BURIED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0902 ***********************************************************************
 EK0902  DESIGNATION -  BROKEN BOW DIERKS LMBR CO STK
 EK0902  PID         -  EK0902
 EK0902  STATE/COUNTY-  OK/MCCURTAIN
 EK0902  COUNTRY     -  US
 EK0902  USGS QUAD   -  BROKEN BOW (2018)
 EK0902
 EK0902                         *CURRENT SURVEY CONTROL
 EK0902  ______________________________________________________________________
 EK0902* NAD 83(1993) POSITION- 34 01 12.26516(N) 094 44 13.25789(W)   ADJUSTED
 EK0902  ______________________________________________________________________
 EK0902  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 EK0902  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 EK0902  HORZ ORDER      -  THIRD
 EK0902
 EK0902.The horizontal coordinates were established by classical geodetic methods
 EK0902.and adjusted by the National Geodetic Survey in November 1994.
 EK0902
 EK0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0902.GEOID18 height accuracy estimate available here.
 EK0902
 EK0902.Click photographs - Photos may exist for this station.
 EK0902
 EK0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0902
 EK0902. The following values were computed from the NAD 83(1993) position.
 EK0902
 EK0902;                    North         East     Units Scale Factor Converg.
 EK0902;SPC OK S     -    81,046.563   901,321.862   MT  0.99998408   +1 51 07.6
 EK0902;SPC OK S     -   265,900.27  2,957,086.81   sFT  0.99998408   +1 51 07.6
 EK0902;UTM  15      - 3,765,742.124   339,618.810   MT  0.99991709   -0 58 19.3
 EK0902
 EK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3961865742(NAD 83)
 EK0902
 EK0902                          SUPERSEDED SURVEY CONTROL
 EK0902
 EK0902  NAD 83(1986)-  34 01 12.27049(N)    094 44 13.24859(W) AD(       ) 3
 EK0902  NAD 27      -  34 01 11.87300(N)    094 44 12.47400(W) AD(       ) 3
 EK0902
 EK0902.Superseded values are not recommended for survey control.
 EK0902
 EK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0902.See file dsdata.pdf to determine how the superseded data were derived.
 EK0902
 EK0902_MARKER: 63 = STACK
 EK0902
 EK0902  HISTORY     - Date     Condition        Report By
 EK0902  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0902
 EK0902                          STATION DESCRIPTION
 EK0902
 EK0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0902'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF BROKEN BOW,
 EK0902'AT THE DIERKS LUMBER CO. MILL.  IT IS THE MOST SOUTHERLY
 EK0902'AND TALLEST OF 5 STACKS IN THE MAIN POWER PLANT BUILDING.  THE
 EK0902'STACK IS APPROXIMATELY 130 FEET HIGH AND PAINTED BLACK.
 EK0902'
 EK0902'THE POINT INTERSECTED WAS THE TOP OF STACK.
 EK0902'
 EK0902'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EK0902'HIGHWAY 21 AT THE SOUTHWEST EDGE OF BROKEN BOW, GO SOUTH
 EK0902'ON U.S. HIGHWAY 70 AND STATE HIGHWAY 21 FOR 0.45 MILE TO THE
 EK0902'MAIN ENTRANCE TO THE DIERKS LUMBER MILL AND THE STATION ABOUT
 EK0902'0.1 MILE EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0909 ***********************************************************************
 EK0909  DESIGNATION -  BROKEN BOW LOOKOUT TOWER
 EK0909  PID         -  EK0909
 EK0909  STATE/COUNTY-  OK/MCCURTAIN
 EK0909  COUNTRY     -  US
 EK0909  USGS QUAD   -  BROKEN BOW (2018)
 EK0909
 EK0909                         *CURRENT SURVEY CONTROL
 EK0909  ______________________________________________________________________
 EK0909* NAD 83(1993) POSITION- 34 02 50.98855(N) 094 44 18.96495(W)   ADJUSTED
 EK0909  ______________________________________________________________________
 EK0909  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 EK0909  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 EK0909  HORZ ORDER      -  THIRD
 EK0909
 EK0909.The horizontal coordinates were established by classical geodetic methods
 EK0909.and adjusted by the National Geodetic Survey in November 1994.
 EK0909
 EK0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0909.GEOID18 height accuracy estimate available here.
 EK0909
 EK0909.Click photographs - Photos may exist for this station.
 EK0909
 EK0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0909
 EK0909. The following values were computed from the NAD 83(1993) position.
 EK0909
 EK0909;                    North         East     Units Scale Factor Converg.
 EK0909;SPC OK S     -    84,082.048   901,077.255   MT  0.99997952   +1 51 04.4
 EK0909;SPC OK S     -   275,859.19  2,956,284.29   sFT  0.99997952   +1 51 04.4
 EK0909;UTM  15      - 3,768,785.778   339,524.085   MT  0.99991746   -0 58 25.0
 EK0909
 EK0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3952468785(NAD 83)
 EK0909
 EK0909                          SUPERSEDED SURVEY CONTROL
 EK0909
 EK0909  NAD 83(1986)-  34 02 50.99363(N)    094 44 18.95637(W) AD(       ) 3
 EK0909  NAD 27      -  34 02 50.60000(N)    094 44 18.17900(W) AD(       ) 3
 EK0909
 EK0909.Superseded values are not recommended for survey control.
 EK0909
 EK0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0909.See file dsdata.pdf to determine how the superseded data were derived.
 EK0909
 EK0909_MARKER: 57 = LOOKOUT TOWER
 EK0909
 EK0909  HISTORY     - Date     Condition        Report By
 EK0909  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0909
 EK0909                          STATION DESCRIPTION
 EK0909
 EK0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0909'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF BROKEN BOW,
 EK0909'ALONG THE EAST SIDE OF STATE HIGHWAY 21.  IT IS A 4 LEGGED
 EK0909'STEEL STRUCTURE, APPROXIMATELY 110 FEET HIGH WITH AN ENCLOSED
 EK0909'OBSERVATION PLATFROM AT THE TOP.
 EK0909'
 EK0909'THE POINT INTERSECTED WAS THE TOP OF TOWER.
 EK0909'
 EK0909'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EK0909'HIGHWAY 21 AT THE SOUTHWEST EDGE OF BROKEN BOW, GO NORTH ON
 EK0909'HIGHWAY 21 FOR 1.45 MILES TO THE STATION ABOUT 200 ON THE
 EK0909'RIGHT OR EAST SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0763 ***********************************************************************
 EL0763  DESIGNATION -  BROMIDE
 EL0763  PID         -  EL0763
 EL0763  STATE/COUNTY-  OK/COAL
 EL0763  COUNTRY     -  US
 EL0763  USGS QUAD   -  WAPANUCKA NORTH (2018)
 EL0763
 EL0763                         *CURRENT SURVEY CONTROL
 EL0763  ______________________________________________________________________
 EL0763* NAD 83(1993) POSITION- 34 25 20.49115(N) 096 29 18.79206(W)   ADJUSTED
 EL0763* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 EL0763  ______________________________________________________________________
 EL0763  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 EL0763  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 EL0763  HORZ ORDER      -  SECOND
 EL0763
 EL0763.The horizontal coordinates were established by classical geodetic methods
 EL0763.and adjusted by the National Geodetic Survey in November 1994.
 EL0763
 EL0763.The orthometric height was scaled from a topographic map.
 EL0763
 EL0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0763.GEOID18 height accuracy estimate available here.
 EL0763
 EL0763.Click photographs - Photos may exist for this station.
 EL0763
 EL0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0763
 EL0763. The following values were computed from the NAD 83(1993) position.
 EL0763
 EL0763;                    North         East     Units Scale Factor Converg.
 EL0763;SPC OK S     -   121,838.199   738,926.255   MT  0.99993991   +0 51 28.5
 EL0763;SPC OK S     -   399,730.82  2,424,293.89   sFT  0.99993991   +0 51 28.5
 EL0763;UTM  14      - 3,811,848.383   730,799.379   MT  1.00025664   +1 25 13.2
 EL0763
 EL0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0763!SPC OK S     -   0.99996111  x   0.99993991  =   0.99990102
 EL0763!UTM  14      -   0.99996111  x   1.00025664  =   1.00021774
 EL0763
 EL0763:                Primary Azimuth Mark                     Grid Az
 EL0763:SPC OK S     -  BROMIDE AZ MK                            111 12 13.7
 EL0763:UTM  14      -  BROMIDE AZ MK                            110 38 29.0
 EL0763
 EL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3079911848(NAD 83)
 EL0763
 EL0763|---------------------------------------------------------------------|
 EL0763| PID    Reference Object                     Distance      Geod. Az  |
 EL0763|                                                           dddmmss.s |
 EL0763| CX9893 BROMIDE RM 1                          5.989 METERS 04800     |
 EL0763| CX9892 BROMIDE AZ MK                                      1120342.2 |
 EL0763| CX9894 BROMIDE RM 2                          7.329 METERS 12544     |
 EL0763| EL0761 WAPANUCKA MUNICIPAL STANDPIPE       APPROX. 7.9 KM 1375450.0 |
 EL0763|---------------------------------------------------------------------|
 EL0763
 EL0763                          SUPERSEDED SURVEY CONTROL
 EL0763
 EL0763  NAD 83(1986)-  34 25 20.49592(N)    096 29 18.78372(W) AD(       ) 2
 EL0763  NAD 27      -  34 25 20.16640(N)    096 29 17.78260(W) AD(       ) 2
 EL0763
 EL0763.Superseded values are not recommended for survey control.
 EL0763
 EL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0763.See file dsdata.pdf to determine how the superseded data were derived.
 EL0763
 EL0763_MARKER: DS = TRIANGULATION STATION DISK
 EL0763_SETTING: 80 = SET IN A BOULDER
 EL0763_STAMPING: BROMIDE 1955
 EL0763_MARK LOGO: CGS
 EL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0763+STABILITY: SURFACE MOTION
 EL0763
 EL0763  HISTORY     - Date     Condition        Report By
 EL0763  HISTORY     - 1955     MONUMENTED       CGS
 EL0763
 EL0763                          STATION DESCRIPTION
 EL0763
 EL0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0763'THE STATION IS LOCATED AIRLINE, ABOUT 0.3 MILE NORTHEAST
 EL0763'OF THE ELEMENTARY SCHOOL IN BROMIDE AND ABOUT 5 MILES NORTHWEST
 EL0763'OF WAPANUCKA ON THE HIGHEST POINT OF A LOW HILL WITH SCATTERED
 EL0763'BRUSH ON THE TOP AND SIDES.
 EL0763'
 EL0763'THE STATION IS A STANDARD DISK STAMPED BROMIDE 1955 SET
 EL0763'IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH
 EL0763'WITH THE GROUND.
 EL0763'
 EL0763'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BROMIDE
 EL0763'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 EL0763'ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 EL0763'AS THE STATION.
 EL0763'
 EL0763'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BROMIDE
 EL0763'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 EL0763'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT LOWER THAN
 EL0763'THE STATION.
 EL0763'
 EL0763'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROMIDE 1955
 EL0763'SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH
 EL0763'WITH THE GROUND.  IT IS 5 FEET WEST OF A WHITE WITNESS POST
 EL0763'AND 100 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD
 EL0763'FORK.
 EL0763'
 EL0763'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BROMIDE,
 EL0763'GO EAST ON THE PAVED ROAD FOR 0.6 MILE TO A FORK, A WHITE
 EL0763'WITNESS POST AND THE AZIMUTH MARK.
 EL0763'
 EL0763'TO REACH THE STATION FROM THE POST OFFICE IN BROMIDE, GO EAST
 EL0763'FOR 1 BLOCK.  TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE END
 EL0763'OF TRUCK TRAVEL AT THE WEST END OF THE HILL.  PACK EASTERLY
 EL0763'FOR ABOUT 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND
 EL0763'THE STATION.  THIS IS ABOUT A 10 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1116 ***********************************************************************
 FH1116  DESIGNATION -  BROOKEN
 FH1116  PID         -  FH1116
 FH1116  STATE/COUNTY-  OK/HASKELL
 FH1116  COUNTRY     -  US
 FH1116  USGS QUAD   -  ENTERPRISE (2018)
 FH1116
 FH1116                         *CURRENT SURVEY CONTROL
 FH1116  ______________________________________________________________________
 FH1116* NAD 83(1993) POSITION- 35 13 56.42491(N) 095 24 22.88364(W)   ADJUSTED
 FH1116* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FH1116  ______________________________________________________________________
 FH1116  GEOID HEIGHT    -        -30.341 (meters)                     GEOID18
 FH1116  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 FH1116  HORZ ORDER      -  FIRST
 FH1116
 FH1116.The horizontal coordinates were established by classical geodetic methods
 FH1116.and adjusted by the National Geodetic Survey in November 1994.
 FH1116
 FH1116.The orthometric height was scaled from a topographic map.
 FH1116
 FH1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1116.GEOID18 height accuracy estimate available here.
 FH1116
 FH1116.Click photographs - Photos may exist for this station.
 FH1116
 FH1116.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1116
 FH1116. The following values were computed from the NAD 83(1993) position.
 FH1116
 FH1116;                    North         East     Units Scale Factor Converg.
 FH1116;SPC OK S     -   213,684.195   836,071.730   MT  0.99999980   +1 28 19.9
 FH1116;SPC OK S     -   701,062.23  2,743,012.00   sFT  0.99999980   +1 28 19.9
 FH1116;UTM  15      - 3,901,462.986   281,016.764   MT  1.00019102   -1 23 19.5
 FH1116
 FH1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1116!SPC OK S     -   0.99995640  x   0.99999980  =   0.99995620
 FH1116!UTM  15      -   0.99995640  x   1.00019102  =   1.00014741
 FH1116
 FH1116:                Primary Azimuth Mark                     Grid Az
 FH1116:SPC OK S     -  SANDY                                    027 31 22.5
 FH1116:UTM  15      -  SANDY                                    030 23 01.9
 FH1116
 FH1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8101601462(NAD 83)
 FH1116
 FH1116|---------------------------------------------------------------------|
 FH1116| PID    Reference Object                     Distance      Geod. Az  |
 FH1116|                                                           dddmmss.s |
 FH1116| FH1118 SANDY                               APPROX. 8.0 KM 0285942.4 |
 FH1116| CI1248 BROOKEN RM 1                         16.106 METERS 17246     |
 FH1116| CI1250 BROOKEN RM 3                         23.447 METERS 28044     |
 FH1116| CI1249 BROOKEN RM 2                         21.470 METERS 29651     |
 FH1116|---------------------------------------------------------------------|
 FH1116
 FH1116                          SUPERSEDED SURVEY CONTROL
 FH1116
 FH1116  NAD 83(1986)-  35 13 56.43883(N)    095 24 22.87777(W) AD(       ) 1
 FH1116  NAD 27      -  35 13 56.08700(N)    095 24 21.96500(W) AD(       ) 1
 FH1116
 FH1116.Superseded values are not recommended for survey control.
 FH1116
 FH1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1116.See file dsdata.pdf to determine how the superseded data were derived.
 FH1116
 FH1116_MARKER: DS = TRIANGULATION STATION DISK
 FH1116_SETTING: 66 = SET IN ROCK OUTCROP
 FH1116_STAMPING: BROOKEN 1934
 FH1116_MARK LOGO: CGS
 FH1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1116+STABILITY: POSITION/ELEVATION WELL
 FH1116
 FH1116  HISTORY     - Date     Condition        Report By
 FH1116  HISTORY     - 1934     MONUMENTED       CGS
 FH1116  HISTORY     - 1940     GOOD             CGS
 FH1116  HISTORY     - 1959     GOOD             CGS
 FH1116
 FH1116                          STATION DESCRIPTION
 FH1116
 FH1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1116'STATION IS LOCATED IN THE SW 1/4 SEC. 21, T 9 N, R 18 E,
 FH1116'ON THE W END OF A PROMINENT TIMBERED RIDGE WHICH IS THE
 FH1116'HIGHEST RIDGE OF THE BROOKEN MOUNTAINS.  ABOUT 1.0 MILE N
 FH1116'AND 1-1/2 MILES W OF ENTERPRISE, AND 3 MILES S OF BROOKEN.
 FH1116'
 FH1116'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FH1116'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1116'
 FH1116'REFERENCE MARK NO.1 IS S OF STATION, 52.85 FEET, 16.108
 FH1116'METERS SET IN OUTCROPPING OF ROCK.  REFERENCE MARK NO.
 FH1116'2 IS W OF STATION 70.45 FEET, 21.470 METERS, SET IN AN
 FH1116'OUTCROPPING ROCK.
 FH1116'
 FH1116'TO REACH THE STATION FROM ENTERPRISE POST OFFICE BY GOING
 FH1116'S ON MAIN ROAD 0.1 MILE TO A ROAD TO W, FOLLOW 0.2 MILE
 FH1116'THEN TURN RIGHT AND GO N ONE BLOCK, THEN TURN LEFT AND GO W
 FH1116'0.3 MILE TO A GATE, CONTINUE THROUGH GATE W 0.05 MILE THEN
 FH1116'LEFT FORK W 0.15 MILE TO FARM BUILDINGS, THEN TURN LEFT AND
 FH1116'GO W 0.3 MILE TO A SMALL FRAME HOUSE WITH A TIN ROOF.
 FH1116'GO TO TOP OF RIDGE AND FOLLOW TO W END AND STATION.
 FH1116'STATION IS ABOUT 100 FEET E OF W END OF RIDGE.
 FH1116'
 FH1116'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1116
 FH1116                          STATION RECOVERY (1940)
 FH1116
 FH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1116'STATION AND REFERENCE MARK NO.1 RECOVERED AS DESCRIBED IN
 FH1116'GOOD CONDITION.  REFERENCE MARK NO.2 WAS NOT FOUND AND
 FH1116'REFERENCE MARK NO.3 WAS ESTABLISHED.  IT IS A STANDARD BRONZE
 FH1116'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  STATION
 FH1116'IS LOCATED ABOUT 3.0 MILES S OF BROOKEN AND ABOUT 1.0 MILE
 FH1116'NW OF ENTERPRISE, ON THE HIGHEST PART AND W END OF A PROMINENT
 FH1116'TIMBERED RIDGE WHICH IS THE HIGHEST RIDGE OF THE BROOKEN
 FH1116'MOUNTAIN.
 FH1116'
 FH1116'STATION MARK, STAMPED BROOKEN 1934, IS SET IN BEDROCK FLUSH
 FH1116'WITH THE GROUND.  IT IS 63.0 FEET N OF THE S RIM OF RIDGE.
 FH1116'
 FH1116'REFERENCE MARK NO.1, DISK STAMPED BROOKEN NO.1, 1934 IS
 FH1116'SET IN BEDROCK FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION
 FH1116'AS THE STATION.  IT IS 10.0 FEET N OF THE S RIM OF RIDGE.
 FH1116'REFERENCE MARK NO.3, DISK STAMPED BROOKEN NO.3, 1940, IS
 FH1116'SET IN BEDROCK THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 FH1116'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 FH1116'
 FH1116'TO REACH THE STATION FROM ENTERPRISE TAKE DIRT ROAD W JUST
 FH1116'S OF POST OFFICE FOR 0.5 MILE TO A WIRE GATE.  CONTINUE
 FH1116'W 0.2 MILE TO A HOUSE.  TURN SHARP RIGHT AND FOLLOW TRACK ROAD
 FH1116'N ACROSS CREEK AND COTTON FIELD 0.2 MILE TO N EDGE OF FIELD.
 FH1116'JOG RIGHT THROUGH BRUSH THEN N ALONG EDGE OF OLD FIELD 0.15
 FH1116'MILE TO DIM E AND W TRACK CLEARING TO OLD WIRE FENCE, TAKE
 FH1116'DOWN FENCE AND PICK ROUTE THROUGH TIMBER NW 0.4 MILE TO END
 FH1116'OF TRUCK TRAVEL.  PACK NW UP TO TOP OF RIDGE, THENCE W ALONG
 FH1116'THE TOP OF RIDGE ABOUT 0.2 MILE TO ROCKY POINT ON THE W END AND
 FH1116'STATION.
 FH1116'
 FH1116'NOTE- STATION SANDY WAS USED AS THE AZIMUTH MARK.  THERE
 FH1116'WAS NO OLD AZIMUTH MARK AND NO NEW AZIMUTH MARK WAS ESTABLISHED.
 FH1116'DISTANCES AND DIRECTIONS, 1940 MEASUREMENTS, WERE CHECKED AND ARE
 FH1116'CORRECT.  THERE IS NO REASON FOR THE DISCREPANCY IN THE
 FH1116'DIRECTION OF REFERENCE MARK NO.1.
 FH1116
 FH1116                          STATION RECOVERY (1959)
 FH1116
 FH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1116'STATION RECOVERED AS DESCRIBED IN 1940 AND STATION AND REFERENCE
 FH1116'MARKS FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT
 FH1116'THIS STATION.
 FH1116'
 FH1116'TO REACH THE STATION FROM ENTERPRISE, FROM THE JUNCTION
 FH1116'OF STATE HIGHWAYS 9 AND 71 AT THE NORTH EDGE OF THE VILLAGE,
 FH1116'GO SOUTHWEST ON STATE HIGHWAY 9 FOR 1.95 MILES TO A DRIVEWAY
 FH1116'ON THE RIGHT, TURN RIGHT AND FOLLOW DRIVEWAY NORTHWEST FOR 0.2
 FH1116'MILE TO A HOUSE ON LEFT, BEAR RIGHT AND FOLLOW TRACK ROAD
 FH1116'NORTHEAST ALONG EDGE OF WOODS FOR 0.2 MILE TO TWO WIRE GATES
 FH1116'AT JOG IN FENCE LINE, GO THROUGH WEST GATE AND GO NORTH
 FH1116'ALONG WEST SIDE OF FIELD FOR 0.15 MILE, TURN RIGHT AND GO
 FH1116'EAST ALONG NORTH SIDE OF FIELD FOR 0.1 MILE TO END OF TRUCK
 FH1116'TRAVEL AT NORTHEAST CORNER OF FIELD.  PACK NORTHEAST ACROSS
 FH1116'A CREEK THEN BEAR LEFT ON AN OLD CLEARED ROAD LEADING DUE
 FH1116'NORTH (THIS ROAD BECOMES PLAINER AFTER REACHING THE TOP OF
 FH1116'THE FIRST SMALL RISE TO NORTHEAST OF END OF TRUCK
 FH1116'TRAVEL), WALK DUE NORTH ALONG OLD CLEARED ROAD TO SUMMIT
 FH1116'OF HIGH RIDGE.  THE STATION IS NEAR THE WEST END OF
 FH1116'THE RIDGE AND IS ABOUT 75 YARDS EAST OF THE POINT WHERE
 FH1116'THE ROAD REACHES THE TOP OF THE RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0950 ***********************************************************************
 EL0950  DESIGNATION -  BROWN
 EL0950  PID         -  EL0950
 EL0950  STATE/COUNTY-  OK/JEFFERSON
 EL0950  COUNTRY     -  US
 EL0950  USGS QUAD   -  GRADY (2018)
 EL0950
 EL0950                         *CURRENT SURVEY CONTROL
 EL0950  ______________________________________________________________________
 EL0950* NAD 83(1993) POSITION- 34 02 31.99104(N) 097 43 12.31303(W)   ADJUSTED
 EL0950* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 EL0950  ______________________________________________________________________
 EL0950  GEOID HEIGHT    -        -25.699 (meters)                     GEOID18
 EL0950  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 EL0950  HORZ ORDER      -  FIRST
 EL0950
 EL0950.The horizontal coordinates were established by classical geodetic methods
 EL0950.and adjusted by the National Geodetic Survey in November 1994.
 EL0950
 EL0950.The orthometric height was scaled from a topographic map.
 EL0950
 EL0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0950.GEOID18 height accuracy estimate available here.
 EL0950
 EL0950.Click photographs - Photos may exist for this station.
 EL0950
 EL0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0950
 EL0950. The following values were computed from the NAD 83(1993) position.
 EL0950
 EL0950;                    North         East     Units Scale Factor Converg.
 EL0950;SPC OK S     -    78,668.225   625,846.366   MT  0.99998038   +0 09 32.0
 EL0950;SPC OK S     -   258,097.33  2,053,297.62   sFT  0.99998038   +0 09 32.0
 EL0950;SPC TXNC     - 2,263,707.496   672,017.353   MT  1.00002195   +0 25 31.3
 EL0950;SPC TXNC     - 7,426,847.01  2,204,776.93   sFT  1.00002195   +0 25 31.3
 EL0950;UTM  14      - 3,767,576.010   618,142.385   MT  0.99977206   +0 42 59.7
 EL0950
 EL0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0950!SPC OK S     -   0.99996211  x   0.99998038  =   0.99994249
 EL0950!SPC TXNC     -   0.99996211  x   1.00002195  =   0.99998406
 EL0950!UTM  14      -   0.99996211  x   0.99977206  =   0.99973418
 EL0950
 EL0950:                Primary Azimuth Mark                     Grid Az
 EL0950:SPC OK S     -  BROWN AZ MK                              269 48 11.0
 EL0950:SPC TXNC     -  BROWN AZ MK                              269 32 11.7
 EL0950:UTM  14      -  BROWN AZ MK                              269 14 43.3
 EL0950
 EL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1814267576(NAD 83)
 EL0950
 EL0950|---------------------------------------------------------------------|
 EL0950| PID    Reference Object                     Distance      Geod. Az  |
 EL0950|                                                           dddmmss.s |
 EL0950| EL0941 RINGLING MUNICIPAL TANK             APPROX.19.0 KM 0370309.4 |
 EL0950| CX9903 BROWN RM 1                           30.145 METERS 11841     |
 EL0950| CX9904 BROWN RM 2                           34.699 METERS 24535     |
 EL0950| CX9902 BROWN AZ MK                                        2695743.0 |
 EL0950|---------------------------------------------------------------------|
 EL0950
 EL0950                          SUPERSEDED SURVEY CONTROL
 EL0950
 EL0950  NAD 83(1986)-  34 02 31.99465(N)    097 43 12.30238(W) AD(       ) 1
 EL0950  NAD 27      -  34 02 31.64520(N)    097 43 11.19890(W) AD(       ) 1
 EL0950
 EL0950.Superseded values are not recommended for survey control.
 EL0950
 EL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0950.See file dsdata.pdf to determine how the superseded data were derived.
 EL0950
 EL0950_MARKER: DS = TRIANGULATION STATION DISK
 EL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0950_STAMPING: BROWN 1955
 EL0950_MARK LOGO: CGS
 EL0950_PROJECTION: RECESSED 20 CENTIMETERS
 EL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0950+STABILITY: SURFACE MOTION
 EL0950
 EL0950  HISTORY     - Date     Condition        Report By
 EL0950  HISTORY     - 1955     MONUMENTED       CGS
 EL0950  HISTORY     - 1963     GOOD             CGS
 EL0950
 EL0950                          STATION DESCRIPTION
 EL0950
 EL0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0950'STATION IS LOCATED IN A FENCE CORNER ON THE NORTH SIDE OF AN
 EL0950'EAST-WEST COUNTY ROAD, ABOUT 7 MILES WEST AND 8 MILES SOUTH
 EL0950'OF RINGLING, 4 MILES NORTH OF THE RED RIVER AND 1 MILE NORTH
 EL0950'OF STATE HIGHWAY 32.
 EL0950'
 EL0950'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EL0950'HIGHWAY 89 AT THE SOUTH EDGE OF RINGLING, DRIVE WEST ON
 EL0950'U.S. HIGHWAY 70 FOR 7.05 MILES TO A T-ROAD LEFT.  TURN LEFT
 EL0950'AND CONTINUE SOUTH ON BLADED ROAD FOR 5.6 MILES TO A SHARP
 EL0950'RIGHT BEND IN ROAD.  TURN RIGHT WITH ROAD AND DRIVE WEST
 EL0950'FOR 0.75 MILE TO A T-ROAD LEFT.  TURN LEFT AND DRIVE SOUTH
 EL0950'FOR 1.9 MILES TO A T-ROAD LEFT.  TURN LEFT AND DRIVE EAST
 EL0950'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EL0950'STRAIGHT AHEAD, EAST, FOR 0.55 MILE TO A FENCE CORNER ON THE
 EL0950'LEFT AND STATION.
 EL0950'
 EL0950'SURFACE-STATION MARK, STAMPED BROWN 1955, IS A STANDARD DISK
 EL0950'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 EL0950'AND 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.15
 EL0950'MILE WEST OF A FARM HOUSE, 15 FEET NORTH OF AN EAST-WEST
 EL0950'FENCE LINE, 18 FEET EAST OF A NORTH-SOUTH FENCE AND 32 FEET
 EL0950'NORTH OF CENTERLINE OF THE ROAD.
 EL0950'
 EL0950'UNDERGROUND-STATION MARK, STAMPED BROWN 1955, IS A STANDARD
 EL0950'DISK SET IN THE TOP OF A MASS OF CONCRETE WHICH IS ABOUT
 EL0950'6 INCHES IN DIAMETER AND SET 36 INCHES BELOW THE SURFACE OF
 EL0950'THE GROUND.
 EL0950'
 EL0950'REFERENCE MARK 1, STAMPED BROWN NO 1 1955, IS A STANDARD
 EL0950'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 EL0950'SQUARE AND FLUSH WITH THE GROUND.  IT IS SET IN THE SOUTH
 EL0950'RIGHT-OF-WAY FENCELINE AND 15 FEET SOUTH OF THE CENTERLINE
 EL0950'OF ROAD.
 EL0950'
 EL0950'REFERENCE MARK 2, STAMPED BROWN NO 2 1955, IS A STANDARD
 EL0950'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 EL0950'SQUARE AND FLUSH WITH THE GROUND.  IT IS SET IN THE SOUTH
 EL0950'RIGHT-OF-WAY FENCELINE AND 15 FEET SOUTH OF THE CENTERLINE
 EL0950'OF THE ROAD.
 EL0950'
 EL0950'AZIMUTH MARK, STAMPED BROWN 1955, IS A STANDARD DISK SET
 EL0950'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0950'FLUSH WITH THE GROUND.  IT IS LOCATED IN THE NORTH EAST-WEST
 EL0950'RIGHT-OF-WAY FENCELINE AND 17 FEET NORTH OF CENTERLINE OF
 EL0950'ROAD.
 EL0950'
 EL0950'OBSERVATIONS WERE MADE FROM THE TOP OF A 90 FOOT STEEL TOWER.
 EL0950
 EL0950                          STATION RECOVERY (1963)
 EL0950
 EL0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0950'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EL0950'GOOD CONDITION.  STATION IS IN THE SE 1/4 OF SEC. 9, T. 6 S.,
 EL0950'R. 5 W.
 EL0950'
 EL0950'THE FENCE LINE SOUTH OF THE STATION USED AS A REFERENCE IN
 EL0950'1955 HAS BEEN MOVED SOUTH 17 FEET TO THE CENTER OF THE OLD
 EL0950'EAST-WEST SECTION LINE ROAD FROM THE NORTH-SOUTH FENCE LINE
 EL0950'EAST TO SECTION CORNER.
 EL0950'
 EL0950'THE T-ROAD 0.3 MILE WEST OF THE AZIMUTH MARKS HAS BEEN CLOSED
 EL0950'BY A FENCE LINE.
 EL0950'
 EL0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 EL0950'AND STATE HIGHWAY 32 IN RYAN, FOLLOW HIGHWAY 32 EAST FOR
 EL0950'12.0 MILES TO A SURFACED SIDE ROAD RIGHT AND SIGN OSCAR 3.
 EL0950'CONTINUE STRAIGHT AHEAD EAST ON HIGHWAY 32 FOR 2.0 MILES TO
 EL0950'A SIDE ROAD LEFT, TURN LEFT., GO NORTH FOR 0.75 MILE PASSING
 EL0950'TO THE WEST OF A HOUSE TO A GATE, PASS THROUGH GATE AND CONTINUE
 EL0950'NORTH FOR 0.25 MILE TO ANOTHER GATE AT FENCE CORNER SOUTH OF
 EL0950'WINDMILL, PASS THROUGH GATE AND TURN LEFT, GO WEST FOR ABOUT
 EL0950'0.15 MILE TO FENCE CORNER, GATE AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0700 ***********************************************************************
 GJ0700  DESIGNATION -  BROWN
 GJ0700  PID         -  GJ0700
 GJ0700  STATE/COUNTY-  OK/WOODWARD
 GJ0700  COUNTRY     -  US
 GJ0700  USGS QUAD   -  HARMON (2018)
 GJ0700
 GJ0700                         *CURRENT SURVEY CONTROL
 GJ0700  ______________________________________________________________________
 GJ0700* NAD 83(1993) POSITION- 36 10 22.75601(N) 099 34 18.14465(W)   ADJUSTED
 GJ0700* NAVD 88 ORTHO HEIGHT -   775.    (meters)     2543.    (feet) SCALED
 GJ0700  ______________________________________________________________________
 GJ0700  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GJ0700  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 GJ0700  HORZ ORDER      -  FIRST
 GJ0700
 GJ0700.The horizontal coordinates were established by classical geodetic methods
 GJ0700.and adjusted by the National Geodetic Survey in November 1994.
 GJ0700
 GJ0700.The orthometric height was scaled from a topographic map.
 GJ0700
 GJ0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0700.GEOID18 height accuracy estimate available here.
 GJ0700
 GJ0700.Click photographs - Photos may exist for this station.
 GJ0700
 GJ0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0700
 GJ0700. The following values were computed from the NAD 83(1993) position.
 GJ0700
 GJ0700;                    North         East     Units Scale Factor Converg.
 GJ0700;SPC OK N     -   131,290.835   458,613.145   MT  0.99994541   -0 55 39.1
 GJ0700;SPC OK N     -   430,743.35  1,504,633.29   sFT  0.99994541   -0 55 39.1
 GJ0700;UTM  14      - 4,003,287.005   448,585.927   MT  0.99963257   -0 20 14.8
 GJ0700
 GJ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0700!SPC OK N     -   0.99988277  x   0.99994541  =   0.99982819
 GJ0700!UTM  14      -   0.99988277  x   0.99963257  =   0.99951539
 GJ0700
 GJ0700:                Primary Azimuth Mark                     Grid Az
 GJ0700:SPC OK N     -  BROWN AZ MK                              209 49 28.4
 GJ0700:UTM  14      -  BROWN AZ MK                              209 14 04.1
 GJ0700
 GJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4858503287(NAD 83)
 GJ0700
 GJ0700|---------------------------------------------------------------------|
 GJ0700| PID    Reference Object                     Distance      Geod. Az  |
 GJ0700|                                                           dddmmss.s |
 GJ0700| CK9049 BROWN RM 1                           13.128 METERS 03139     |
 GJ0700| CK9048 BROWN AZ MK                                        2085349.3 |
 GJ0700| CK9050 BROWN RM 2                           15.939 METERS 27657     |
 GJ0700|---------------------------------------------------------------------|
 GJ0700
 GJ0700                          SUPERSEDED SURVEY CONTROL
 GJ0700
 GJ0700  NAD 83(1986)-  36 10 22.76260(N)    099 34 18.13454(W) AD(       ) 1
 GJ0700  NAD 27      -  36 10 22.61333(N)    099 34 16.72981(W) AD(       ) 1
 GJ0700
 GJ0700.Superseded values are not recommended for survey control.
 GJ0700
 GJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0700.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0700
 GJ0700_MARKER: DS = TRIANGULATION STATION DISK
 GJ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0700_STAMPING: BROWN 1963
 GJ0700_MARK LOGO: CGS
 GJ0700_PROJECTION: FLUSH
 GJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0700+STABILITY: SURFACE MOTION
 GJ0700
 GJ0700  HISTORY     - Date     Condition        Report By
 GJ0700  HISTORY     - 1963     MONUMENTED       CGS
 GJ0700
 GJ0700                          STATION DESCRIPTION
 GJ0700
 GJ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0700'THE STATION IS ABOUT 1-3/4 MILES NORTH AND 1/2 MILE WEST OF HARMON,
 GJ0700'1/2 MILE NORTH OF THE WOODWARD-ELLIS COUNTY LINE, ON A PROMINENT
 GJ0700'GRASS COVERED KNOLL, IN PASTURE LAND, OWNED BY D. L. BROWN WHO LIVES
 GJ0700'ABOUT 1/2 MILE SOUTHWEST OF THE STATION.
 GJ0700'
 GJ0700'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN HARMON, GO
 GJ0700'WEST ON U. S. HIGHWAY 60 FOR 1.1 MILES TO A SIDE ROAD ON THE RIGHT.
 GJ0700'TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 1.3 MILES TO THE
 GJ0700'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.45 MILE TO THE
 GJ0700'BROWNS HOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE
 GJ0700'TO A GATE AT THE SOUTH SIDE OF A BARN.  PASS THROUGH THE GATE AND
 GJ0700'CONTINUE EAST FOR 0.05 MILE TO A FENCE.  TURN LEFT AND GO
 GJ0700'NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.15 MILE TO A
 GJ0700'FENCE CORNER.  BEAR RIGHT AND GO NORHTEAST FOR 0.2 MILE TO THE
 GJ0700'HIGHEST POINT OF THE KNOLL AND THE STATION.
 GJ0700'
 GJ0700'THE STATION MARK IS A STANDARD DISK, STAMPED BROWN 1963, SET IN THE
 GJ0700'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0700'IS 302 FEET SOUTH AND ABOUT 25 FEET HIGHER THAN THE CENTERLINE OF
 GJ0700'AN EAST-WEST GRADED ROAD, 295 FEET SOUTH-SOUTHWEST OF A POWERLINE
 GJ0700'POLE AND 2.9 FEET NORTH OF A WITNESS POST.
 GJ0700'
 GJ0700'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWN NO 1 1963, SET
 GJ0700'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GJ0700'IT IS ON THE NORTH SLOPE OF THE KNOLL AND ABOUT 3 FEET LOWER THAN
 GJ0700'THE STATION.
 GJ0700'
 GJ0700'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1963, SET
 GJ0700'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0700'IT IS ON THE WEST SLOPE OF THE KNOLL AND ABOUT 2 FEET LOWER THAN
 GJ0700'THE STATION.
 GJ0700'
 GJ0700'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROWN 1963, SET IN THE
 GJ0700'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0700'ABOUT 100 FEET NORTHEAST AND 10 FEET LOWER THAN THE TOP OF A GRADE,
 GJ0700'32.1 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 1 FOOT WEST OF
 GJ0700'A NORTH-SOUTH FENCE, 1.7 FEET NORTH OF A WITNESS POST AND 34.1
 GJ0700'FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0848 ***********************************************************************
 FJ0848  DESIGNATION -  BRUSH
 FJ0848  PID         -  FJ0848
 FJ0848  STATE/COUNTY-  OK/LINCOLN
 FJ0848  COUNTRY     -  US
 FJ0848  USGS QUAD   -  LUTHER SE (2018)
 FJ0848
 FJ0848                         *CURRENT SURVEY CONTROL
 FJ0848  ______________________________________________________________________
 FJ0848* NAD 83(1993) POSITION- 35 32 28.29626(N) 097 00 02.75547(W)   ADJUSTED
 FJ0848* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 FJ0848  ______________________________________________________________________
 FJ0848  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 FJ0848  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 FJ0848  HORZ ORDER      -  SECOND
 FJ0848
 FJ0848.The horizontal coordinates were established by classical geodetic methods
 FJ0848.and adjusted by the National Geodetic Survey in November 1994.
 FJ0848
 FJ0848.The orthometric height was scaled from a topographic map.
 FJ0848
 FJ0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0848.GEOID18 height accuracy estimate available here.
 FJ0848
 FJ0848.Click photographs - Photos may exist for this station.
 FJ0848
 FJ0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0848
 FJ0848. The following values were computed from the NAD 83(1993) position.
 FJ0848
 FJ0848;                    North         East     Units Scale Factor Converg.
 FJ0848;SPC OK N     -    60,513.534   690,612.465   MT  1.00000472   +0 35 22.9
 FJ0848;SPC OK N     -   198,534.82  2,265,784.40   sFT  1.00000472   +0 35 22.9
 FJ0848;SPC OK S     -   245,367.412   690,618.985   MT  1.00007535   +0 34 01.9
 FJ0848;SPC OK S     -   805,009.58  2,265,805.79   sFT  1.00007535   +0 34 01.9
 FJ0848;UTM  14      - 3,934,900.488   681,236.191   MT  1.00000478   +1 09 44.8
 FJ0848
 FJ0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0848!SPC OK N     -   0.99995581  x   1.00000472  =   0.99996053
 FJ0848!SPC OK S     -   0.99995581  x   1.00007535  =   1.00003115
 FJ0848!UTM  14      -   0.99995581  x   1.00000478  =   0.99996059
 FJ0848
 FJ0848:                Primary Azimuth Mark                     Grid Az
 FJ0848:SPC OK N     -  BRUSH AZ MK                              174 02 05.0
 FJ0848:SPC OK S     -  BRUSH AZ MK                              174 03 26.0
 FJ0848:UTM  14      -  BRUSH AZ MK                              173 27 43.1
 FJ0848
 FJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8123634900(NAD 83)
 FJ0848
 FJ0848|---------------------------------------------------------------------|
 FJ0848| PID    Reference Object                     Distance      Geod. Az  |
 FJ0848|                                                           dddmmss.s |
 FJ0848| CL4354 BRUSH RM 3                           19.558 METERS 03734     |
 FJ0848| CL4352 BRUSH RM 1                           34.031 METERS 03859     |
 FJ0848| FJ1285 MEEKER MUNICIPAL TANK               APPROX. 9.8 KM 1142504.6 |
 FJ0848| CL4355 BRUSH RM 4                           15.240 METERS 12909     |
 FJ0848| CL4353 BRUSH RM 2                           42.456 METERS 14842     |
 FJ0848| CL4351 BRUSH AZ MK                                        1743727.9 |
 FJ0848|---------------------------------------------------------------------|
 FJ0848
 FJ0848                          SUPERSEDED SURVEY CONTROL
 FJ0848
 FJ0848  NAD 83(1986)-  35 32 28.30276(N)    097 00 02.73681(W) AD(       ) 2
 FJ0848  NAD 27      -  35 32 28.06744(N)    097 00 01.64015(W) AD(       ) 2
 FJ0848
 FJ0848.Superseded values are not recommended for survey control.
 FJ0848
 FJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0848.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0848
 FJ0848_MARKER: DS = TRIANGULATION STATION DISK
 FJ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0848_STAMPING: BRUSH 1955
 FJ0848_MARK LOGO: CGS
 FJ0848_PROJECTION: RECESSED 25 CENTIMETERS
 FJ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0848+STABILITY: SURFACE MOTION
 FJ0848
 FJ0848  HISTORY     - Date     Condition        Report By
 FJ0848  HISTORY     - 1955     MONUMENTED       CGS
 FJ0848
 FJ0848                          STATION DESCRIPTION
 FJ0848
 FJ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0848'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MEEKER,
 FJ0848'2 MILES NORTH OF JACKTOWN, AND ON LAND OWNED BY MR. R.E.
 FJ0848'VAN ZANT.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 5, T. 12 N.,
 FJ0848'R. 3 E.
 FJ0848'
 FJ0848'REACHED FROM THE MAIN INTERSECTION IN JACKTOWN BY GOING NORTH
 FJ0848'ON A GRADED ROAD FOR 1.95 MILES TO THE MAMMOTH BAPTIST CHURCH
 FJ0848'AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD,
 FJ0848'NORTHERLY, FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FJ0848'
 FJ0848'THE STATION IS 115 FEET WEST OF THE APPROXIMATE CENTER OF A
 FJ0848'GRAVELED ROAD, 75 FEET WEST OF A FENCE, AND 2 FEET EAST OF
 FJ0848'A WITNESS POST.  THE MARK IS 10-INCHES BELOW THE SURFACE OF
 FJ0848'THE GROUND, AND THE DISK IS STAMPED BRUSH 1955.
 FJ0848'
 FJ0848'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE APPROXIMATE CENTER
 FJ0848'OF THE ROAD, 2 FEET WEST OF THE FENCE, AND PROJECTS 4 INCHES.
 FJ0848'THE DISK IS STAMPED BRUSH NO 1 1955.
 FJ0848'
 FJ0848'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE APPROXIMATE CENTER
 FJ0848'OF THE ROAD, 1 FOOT WEST OF THE FENCE, AND PROJECTS 4 INCHES.
 FJ0848'THE DISK IS STAMPED BRUSH NO 2 1955.
 FJ0848'
 FJ0848'THE AZIMUTH MARK IS 61 FEET EAST OF THE APPROXIMATE CENTER
 FJ0848'OF THE ROAD, 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FJ0848'THE CHURCH, 3 FEET NORTHEAST OF A WITNESS POST, 2 FEET EAST
 FJ0848'OF A POWER POLE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 FJ0848'BRUSH 1955.
 FJ0848'
 FJ0848'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1018 ***********************************************************************
 GH1018  DESIGNATION -  BRUSH
 GH1018  PID         -  GH1018
 GH1018  STATE/COUNTY-  OK/OSAGE
 GH1018  COUNTRY     -  US
 GH1018  USGS QUAD   -  PRETTYHAIR CREEK (2018)
 GH1018
 GH1018                         *CURRENT SURVEY CONTROL
 GH1018  ______________________________________________________________________
 GH1018* NAD 83(1993) POSITION- 36 30 25.34909(N) 096 56 20.25299(W)   ADJUSTED
 GH1018* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 GH1018  ______________________________________________________________________
 GH1018  GEOID HEIGHT    -        -28.697 (meters)                     GEOID18
 GH1018  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 GH1018  HORZ ORDER      -  SECOND
 GH1018
 GH1018.The horizontal coordinates were established by classical geodetic methods
 GH1018.and adjusted by the National Geodetic Survey in November 1994.
 GH1018
 GH1018.The orthometric height was scaled from a topographic map.
 GH1018
 GH1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1018.GEOID18 height accuracy estimate available here.
 GH1018
 GH1018.Click photographs - Photos may exist for this station.
 GH1018
 GH1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1018
 GH1018. The following values were computed from the NAD 83(1993) position.
 GH1018
 GH1018;                    North         East     Units Scale Factor Converg.
 GH1018;SPC OK N     -   167,732.317   695,045.792   MT  0.99996292   +0 37 34.2
 GH1018;SPC OK N     -   550,301.78  2,280,329.40   sFT  0.99996292   +0 37 34.2
 GH1018;UTM  14      - 4,042,164.603   684,572.078   MT  1.00001973   +1 13 35.4
 GH1018
 GH1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1018!SPC OK N     -   0.99995238  x   0.99996292  =   0.99991530
 GH1018!UTM  14      -   0.99995238  x   1.00001973  =   0.99997211
 GH1018
 GH1018:                Primary Azimuth Mark                     Grid Az
 GH1018:SPC OK N     -  BRUSH AZ MK                              269 36 21.5
 GH1018:UTM  14      -  BRUSH AZ MK                              269 00 20.3
 GH1018
 GH1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8457242164(NAD 83)
 GH1018
 GH1018|---------------------------------------------------------------------|
 GH1018| PID    Reference Object                     Distance      Geod. Az  |
 GH1018|                                                           dddmmss.s |
 GH1018| CI1266 BRUSH RM 1                           23.805 METERS 03104     |
 GH1018| CI1265 BRUSH AZ MK                                        2701355.7 |
 GH1018| CI1267 BRUSH RM 2                           25.549 METERS 32521     |
 GH1018|---------------------------------------------------------------------|
 GH1018
 GH1018                          SUPERSEDED SURVEY CONTROL
 GH1018
 GH1018  NAD 83(1986)-  36 30 25.36060(N)    096 56 20.23987(W) AD(       ) 2
 GH1018  NAD 27      -  36 30 25.19473(N)    096 56 19.10545(W) AD(       ) 2
 GH1018
 GH1018.Superseded values are not recommended for survey control.
 GH1018
 GH1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1018.See file dsdata.pdf to determine how the superseded data were derived.
 GH1018
 GH1018_MARKER: DS = TRIANGULATION STATION DISK
 GH1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1018_STAMPING: BRUSH 1963
 GH1018_MARK LOGO: CGS
 GH1018_PROJECTION: RECESSED 41 CENTIMETERS
 GH1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1018+STABILITY: SURFACE MOTION
 GH1018
 GH1018  HISTORY     - Date     Condition        Report By
 GH1018  HISTORY     - 1963     MONUMENTED       CGS
 GH1018
 GH1018                          STATION DESCRIPTION
 GH1018
 GH1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1018'STATION IS ON THE SOUTH SIDE OF A PAVED ROAD, ABOUT 15 MILES
 GH1018'SOUTHEAST OF PONCA CITY AND 11 MILES WEST OF RALSTON.
 GH1018'
 GH1018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60,
 GH1018'77 AND STATE HIGHWAY 11 IN THE SOUTHEAST PART OF PONCA CITY,
 GH1018'GO EAST ON U.S. HIGHWAY 60 AND STATE HIGHWAY 11 FOR 7.35 MILES
 GH1018'TO A SIDE ROAD RIGHT, JUST BEFORE REACHING THE 9 MILE STATION,
 GH1018'SERVICE STATION.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 5.0
 GH1018'MILES TO WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO EAST
 GH1018'ON MAIN ROAD FOR 6.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 GH1018'SOUTH FOR 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 GH1018'CONTINUE SOUTH FOR 4.1 MILES TO A FORK.  TAKE THE RIGHT FORK
 GH1018'AND GO WEST FOR 3.15 MILES TO A CHURCH ON THE RIGHT.
 GH1018'CONTINUE WEST FOR 1.8 MILES TO A SIDE ROAD, A CATTLE GUARD
 GH1018'AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 GH1018'CONTINUE WEST FOR 0.65 MILE TO THE MARK ON THE LEFT.
 GH1018'
 GH1018'STATION MARK IS A STANDARD DISK, STAMPED BRUSH 1963, SET IN THE
 GH1018'TOP OF AN IRREGULAR MASS OF CONCRETE 16 INCHES BELOW THE SURFACE
 GH1018'OF THE GROUND.  IT IS 40.5 FEET SOUTH-SOUTHWEST OF A POWERLINE
 GH1018'POLE, 39 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND 21
 GH1018'FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE ROAD.
 GH1018'
 GH1018'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUSH NO 1 1963,
 GH1018'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH1018'SURROUNDING SURFACE.  IT IS 51 FEET NORTH OF THE POWERLINE POLE,
 GH1018'29 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 2 FEET
 GH1018'SOUTH OF A WIRE FENCE.  IT IS ABOUT 1 FOOT LOWER THAN THE
 GH1018'STATION.
 GH1018'
 GH1018'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSH NO 2 1963,
 GH1018'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH1018'2 INCHES.  IT IS 32 FEET NORTH OF THE CENTERLINE OF THE PAVED
 GH1018'ROAD, 3 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 GH1018'WIRE FENCE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GH1018'
 GH1018'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUSH 1963, SET IN
 GH1018'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GH1018'IT IS 21 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 3.1
 GH1018'FEET EAST OF TRANSFORMER POLE NUMBER 3BA 24 AND 1.5 FEET EAST OF A
 GH1018'WITNESS POST.
 GH1018'
 GH1018'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1064 ***********************************************************************
 FH1064  DESIGNATION -  BRUSHY
 FH1064  PID         -  FH1064
 FH1064  STATE/COUNTY-  OK/MUSKOGEE
 FH1064  COUNTRY     -  US
 FH1064  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH1064
 FH1064                         *CURRENT SURVEY CONTROL
 FH1064  ______________________________________________________________________
 FH1064* NAD 83(1993) POSITION- 35 39 40.15549(N) 095 16 49.76977(W)   ADJUSTED
 FH1064* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 FH1064  ______________________________________________________________________
 FH1064  GEOID HEIGHT    -        -29.559 (meters)                     GEOID18
 FH1064  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 FH1064  HORZ ORDER      -  FIRST
 FH1064
 FH1064.The horizontal coordinates were established by classical geodetic methods
 FH1064.and adjusted by the National Geodetic Survey in November 1994.
 FH1064
 FH1064.The orthometric height was scaled from a topographic map.
 FH1064
 FH1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1064.GEOID18 height accuracy estimate available here.
 FH1064
 FH1064.Click photographs - Photos may exist for this station.
 FH1064
 FH1064.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1064
 FH1064. The following values were computed from the NAD 83(1993) position.
 FH1064
 FH1064;                    North         East     Units Scale Factor Converg.
 FH1064;SPC OK N     -    76,805.518   846,209.451   MT  0.99998419   +1 36 17.7
 FH1064;SPC OK N     -   251,986.10  2,776,272.17   sFT  0.99998419   +1 36 17.7
 FH1064;SPC OK S     -   261,547.277   846,243.475   MT  1.00011259   +1 32 37.1
 FH1064;SPC OK S     -   858,093.02  2,776,383.80   sFT  1.00011259   +1 32 37.1
 FH1064;UTM  15      - 3,948,762.324   293,571.461   MT  1.00012513   -1 19 47.9
 FH1064
 FH1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1064!SPC OK N     -   0.99996209  x   0.99998419  =   0.99994628
 FH1064!SPC OK S     -   0.99996209  x   1.00011259  =   1.00007467
 FH1064!UTM  15      -   0.99996209  x   1.00012513  =   1.00008721
 FH1064
 FH1064:                Primary Azimuth Mark                     Grid Az
 FH1064:SPC OK N     -  BRUSHY AZ MK                             309 50 28.4
 FH1064:SPC OK S     -  BRUSHY AZ MK                             309 54 09.0
 FH1064:UTM  15      -  BRUSHY AZ MK                             312 46 34.0
 FH1064
 FH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9357148762(NAD 83)
 FH1064
 FH1064|---------------------------------------------------------------------|
 FH1064| PID    Reference Object                     Distance      Geod. Az  |
 FH1064|                                                           dddmmss.s |
 FH1064| CI1268 BRUSHY RM 1                          19.694 METERS 19328     |
 FH1064| CI1269 BRUSHY RM 2                          17.645 METERS 27613     |
 FH1064| FH1065 BRUSHY AZ MK                        APPROX. 3.0 KM 3112646.1 |
 FH1064|---------------------------------------------------------------------|
 FH1064
 FH1064                          SUPERSEDED SURVEY CONTROL
 FH1064
 FH1064  NAD 83(1986)-  35 39 40.17331(N)    095 16 49.75599(W) AD(       ) 1
 FH1064  NAD 27      -  35 39 39.82100(N)    095 16 48.88100(W) AD(       ) 1
 FH1064
 FH1064.Superseded values are not recommended for survey control.
 FH1064
 FH1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1064.See file dsdata.pdf to determine how the superseded data were derived.
 FH1064
 FH1064_MARKER: DS = TRIANGULATION STATION DISK
 FH1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1064_STAMPING: BRUSHY 1940
 FH1064_MARK LOGO: CGS
 FH1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1064+STABILITY: SURFACE MOTION
 FH1064
 FH1064  HISTORY     - Date     Condition        Report By
 FH1064  HISTORY     - 1940     MONUMENTED       CGS
 FH1064  HISTORY     - 1948     GOOD             CGS
 FH1064  HISTORY     - 1960     GOOD             CGS
 FH1064
 FH1064                          STATION DESCRIPTION
 FH1064
 FH1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1064'STATION IS ABOUT 8 MILES SE OF MUSKOGEE, 5 MILES W OF BRAGGS,
 FH1064'ON THE NORTHERLY AND HIGHER END OF A WOODED RIDGE ON THE
 FH1064'W BANK OF THE ARKANSAS RIVER, AND KNOWN AS BRUSHY MOUNTAIN.
 FH1064'
 FH1064'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1064'SET IN CONCRETE.
 FH1064'
 FH1064'STATION MARK IS 4.8 FEET W OF WHITE WITNESS POST, PROJECTS
 FH1064'6 INCHES, AND IS STAMPED BRUSHY 1940.
 FH1064'
 FH1064'THE UNDERGROUND MARK IS SET IN SANDSTONE ABOUT 38 INCHES
 FH1064'BELOW THE GROUND.
 FH1064'
 FH1064'REFERENCE MARK NO.1 IS ON THE SW SLOPE OF RIDGE, 3-1/2 FEET
 FH1064'BELOW STATION, PROJECTS 6 INCHES, AND IS STAMPED BRUSHY
 FH1064'NO.1, 1940.  REFERENCE MARK NO.2 IS ON THE W SLOPE OF RIDGE,
 FH1064'1 FOOT BELOW STATION, PROJECTS 6 INCHES, AND IS STAMPED
 FH1064'BRUSHY NO.2, 1940.
 FH1064'
 FH1064'THE AZIMUTH MARK IS 4.1 FEET N OF A WHITE WITNESS POST.
 FH1064'
 FH1064'THE AZIMUTH MARK IS REACHED FROM THE CROSSROADS AT THE BRUSHY
 FH1064'MOUNTAIN SCHOOL BY GOING N ON DIRT ROAD 0.75 MILE TO TOP
 FH1064'OF GRADE AND MARK ON LEFT AT THE W EDGE OF PASTURE.  THE
 FH1064'AZIMUTH MARK IS 16 FEET W OF CENTER LINE OF ROAD, 1 FOOT
 FH1064'E OF FENCE LINE, 16 FEET S OF THE S POST OF A WIRE GATE,
 FH1064'PROJECTS 4 INCHES, AND IS STAMPED BRUSHY 1940.  THIS MARK
 FH1064'WAS LOCATED BY INTERSECTION AND IS STATION BRUSHY AZIMUTH
 FH1064'MARK 1940.
 FH1064'
 FH1064'REACHED FROM THE T-INTERSECTION IN MUSKOGEE OF U.S. HIGHWAYS
 FH1064'62, 69 AND 64 BY GOING S ON U.S. HIGHWAY 64 FOR 5.7 MILES TO
 FH1064'LEFT TURN IN ROAD, TURN LEFT AND CONTINUE ON U.S. HIGHWAY
 FH1064'64 FOR 0.95 MILE TO WHERE HIGHWAY TURNS RIGHT (S) AND A
 FH1064'DIRT ROAD CONTINUES STRAIGHT AHEAD (E), GO E ON DIRT ROAD
 FH1064'3.05 MILES TO CROSSROADS AT THE BRUSHY MOUNTAIN SCHOOL,
 FH1064'TURN RIGHT (S) AND GO 1.1 MILES TO T-ROAD, TURN LEFT (E)
 FH1064'AND GO 0.25 MILE TO MAIL BOXES ON LEFT, JUST BEFORE REACHING
 FH1064'AN S TURN IN MAIN ROAD ABOUT 50 YARDS W OF A WHITE HOUSE,
 FH1064'TURN SHARP LEFT (N) UP STEEP SLOPE ON TRAIL ROAD 0.2 MILE
 FH1064'TO WIRE GATE, PASS THROUGH GATE AND FOLLOW ALONG E SIDE OF
 FH1064'TRANSMISSION LINE POLES ABOUT 0.1 MILE TO CREST OF RIDGE,
 FH1064'BEAR RIGHT (E) FOLLOWING MAIN TRACKS INTO WOODS 0.7 MILE
 FH1064'TO FARMHOUSE, TURN RIGHT (S) IN FRONT OF HOUSE AND PASS
 FH1064'THROUGH BOARD GATE, TURN SHARP LEFT (E) AND GO ALONG S
 FH1064'SIDE OF FENCE FOR 0.1 MILE TO OPENING IN FENCE, PASS
 FH1064'THROUGH OPENING AND CONTINUE E ALONG N SIDE OF FENCE
 FH1064'0.1 MILE TO FORK, TAKE LEFT FORK (E) 0.1 MILE TO LOG HOUSE ON
 FH1064'RIGHT, CONTINUE ON MAIN ROAD THROUGH WOODS BEARING LEFT,
 FH1064'THEN RIGHT ALONG RIDGE EASTERLY FOR 0.35 MILE TO FORK,
 FH1064'TAKE LEFT FORK THROUGH BRUSH NORTHERLY 0.4 MILE TO END OF
 FH1064'RIDGE AND STATION AT HIGHEST POINT.
 FH1064'
 FH1064'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1064
 FH1064                          STATION RECOVERY (1948)
 FH1064
 FH1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 FH1064'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH1064
 FH1064                          STATION RECOVERY (1960)
 FH1064
 FH1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1064'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1064'CONDITION.
 FH1064'
 FH1064'TO REACH FROM MUSKOGEE, FROM THE SOUTH SIDE OF THE POST
 FH1064'OFFICE, GO EAST ON U.S. HIGHWAY 64 FOR 0.6 MILE, TURN RIGHT
 FH1064'AND GO SOUTHERLY ON U.S. 64 FOR 5.75 MILES TO FORKS AT ENTRANCE
 FH1064'TO DAVIS FIELD, TURN LEFT AND GO EAST FOR 0.5 MILE, TURN
 FH1064'LEFT AND GO NORTH, EAST AND SOUTH AROUND OUTSIDE OF DAVIS FIELD
 FH1064'FOR 1.5 MILE TO A SIDE ROAD LEFT AT A SCHOOL, TURN LEFT AND GO
 FH1064'EAST FOR 2.55 MILES TO CROSSROADS AT BRUSHY MOUNTAIN SCHOOL,
 FH1064'(TO REACH THE AZIMUTH MARK TURN LEFT AND GO NORTH FOR 0.75
 FH1064'MILE TO TOP OF HILL AND MARK ON LEFT, 18 FEET SOUTH OF A
 FH1064'STEEL GATE), TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO A
 FH1064'T-INTERSECTION, TURN LEFT AND GO EAST FOR 0.25 MILE TO
 FH1064'FORKS, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A WOODS ROAD
 FH1064'ON LEFT, TURN LEFT AND GO NORTHERLY FOR 0.3 MILE TO AN OLD
 FH1064'BUILDING SITE ON RIGHT, (STATION IS ABOUT 0.65 MILE
 FH1064'EAST-NORTHEAST), GO NORTH AND EAST FOR 0.45 MILE TO
 FH1064'EXTREME NORTHEAST CORNER OF CLEARED LAND AND END OF TRUCK
 FH1064'TRAVEL.  PACK EASTERLY A LONG AN OLD ROAD FOR ABOUT
 FH1064'0.35 MILE TO FORKS THEN TAKE LEFT FORK NORTHEAST FOR
 FH1064'ABOUT 0.1 MILE TO NORTHEAST AND HIGHEST END OF RIDGE
 FH1064'AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1065 ***********************************************************************
 FH1065  DESIGNATION -  BRUSHY AZ MK
 FH1065  PID         -  FH1065
 FH1065  STATE/COUNTY-  OK/MUSKOGEE
 FH1065  COUNTRY     -  US
 FH1065  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH1065
 FH1065                         *CURRENT SURVEY CONTROL
 FH1065  ______________________________________________________________________
 FH1065* NAD 83(1993) POSITION- 35 40 43.56776(N) 095 18 17.79455(W)   ADJUSTED
 FH1065* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 FH1065  ______________________________________________________________________
 FH1065  GEOID HEIGHT    -        -29.537 (meters)                     GEOID18
 FH1065  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 FH1065  HORZ ORDER      -  SECOND
 FH1065
 FH1065.The horizontal coordinates were established by classical geodetic methods
 FH1065.and adjusted by the National Geodetic Survey in November 1994.
 FH1065
 FH1065.The orthometric height was scaled from a topographic map.
 FH1065
 FH1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1065.GEOID18 height accuracy estimate available here.
 FH1065
 FH1065.Click photographs - Photos may exist for this station.
 FH1065
 FH1065.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1065
 FH1065. The following values were computed from the NAD 83(1993) position.
 FH1065
 FH1065;                    North         East     Units Scale Factor Converg.
 FH1065;SPC OK N     -    78,697.385   843,942.088   MT  0.99998154   +1 35 25.7
 FH1065;SPC OK N     -   258,193.00  2,768,833.33   sFT  0.99998154   +1 35 25.7
 FH1065;UTM  15      - 3,950,768.104   291,403.625   MT  1.00013622   -1 20 41.4
 FH1065
 FH1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1065!SPC OK N     -   0.99997527  x   0.99998154  =   0.99995681
 FH1065!UTM  15      -   0.99997527  x   1.00013622  =   1.00011148
 FH1065
 FH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9140350768(NAD 83)
 FH1065
 FH1065                          SUPERSEDED SURVEY CONTROL
 FH1065
 FH1065  NAD 83(1986)-  35 40 43.58615(N)    095 18 17.78080(W) AD(       ) 2
 FH1065  NAD 27      -  35 40 43.23300(N)    095 18 16.90300(W) AD(       ) 2
 FH1065
 FH1065.Superseded values are not recommended for survey control.
 FH1065
 FH1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1065.See file dsdata.pdf to determine how the superseded data were derived.
 FH1065
 FH1065_MARKER: DZ = AZIMUTH MARK DISK
 FH1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1065_STAMPING: BRUSHY 1940
 FH1065_MARK LOGO: CGS
 FH1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1065+STABILITY: SURFACE MOTION
 FH1065
 FH1065  HISTORY     - Date     Condition        Report By
 FH1065  HISTORY     - 1940     MONUMENTED       CGS
 FH1065
 FH1065                          STATION DESCRIPTION
 FH1065
 FH1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1065'STATION IS ABOUT 6 MILES SE OF MUSKOGEE, 1.75 MILES NW OF
 FH1065'STATION BRUSHY, ON THE TOP OF A SMALL E-W RIDGE ON THE W
 FH1065'SIDE OF A COUNTY ROAD.
 FH1065'
 FH1065'THE STATION IS A STANDARD U.S.C. AND G.S. REFERENCE DISK
 FH1065'WITH THE ARROW POINTING TOWARDS STATION BRUSHY (IT IS THE
 FH1065'AZIMUTH MARK FOR STATION BRUSHY), 16 FEET W OF CENTER LINE
 FH1065'OF ROAD, 1 FOOT E OF FENCE LINE, 16 FEET S OF THE S POST
 FH1065'OF A WIRE GATE, PROJECTS 4 INCHES, AND IS STAMPED BRUSHY
 FH1065'1940.  IT IS 4.1 FEET N OF A WHITE WITNESS POST.
 FH1065'
 FH1065'REACHED FROM THE T-INTERSECTION IN MUSKOGEE OF U.S. HIGHWAY
 FH1065'62, 69 AND 64 BY GOING S ON U.S. HIGHWAY 64 FOR 5.7 MILES TO
 FH1065'LEFT TURN IN ROAD, TURN LEFT (E) AND CONTINUE ON U.S. HIGHWAY
 FH1065'64 FOR 0.95 MILE TO WHERE HIGHWAY TURNS RIGHT (S) AND A DIRT
 FH1065'ROAD CONTINUES STRAIGHT AHEAD (E), GO E ON DIRT ROAD 3.05
 FH1065'MILES TO CROSSROADS AT THE BRUSHY MOUNT SCHOOL, TURN LEFT
 FH1065'(N) AND GO 0.75 MILE TO TOP OF GRADE AND MARK ON LEFT AT
 FH1065'THE W EDGE OF PASTURE.
 FH1065'
 FH1065'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0633 ***********************************************************************
 EK0633  DESIGNATION -  BRUSHY CREEK
 EK0633  PID         -  EK0633
 EK0633  STATE/COUNTY-  OK/PITTSBURG
 EK0633  COUNTRY     -  US
 EK0633  USGS QUAD   -  HARTSHORNE (2018)
 EK0633
 EK0633                         *CURRENT SURVEY CONTROL
 EK0633  ______________________________________________________________________
 EK0633* NAD 83(1986) POSITION- 34 51 45.     (N) 095 35 45.     (W)   SCALED
 EK0633* NAVD 88 ORTHO HEIGHT -   186.713 (meters)      612.57  (feet) ADJUSTED
 EK0633  ______________________________________________________________________
 EK0633  GEOID HEIGHT    -        -30.608 (meters)                     GEOID18
 EK0633  DYNAMIC HEIGHT  -        186.522 (meters)      611.95  (feet) COMP
 EK0633  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 EK0633
 EK0633  VERT ORDER      -  SECOND    CLASS 0
 EK0633
 EK0633.The horizontal coordinates were scaled from a map and have
 EK0633.an estimated accuracy of +/- 6 seconds.
 EK0633
 EK0633.The orthometric height was determined by differential leveling and
 EK0633.adjusted by the NATIONAL GEODETIC SURVEY
 EK0633.in June 1991.
 EK0633
 EK0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0633.GEOID18 height accuracy estimate available here.
 EK0633
 EK0633.Click photographs - Photos may exist for this station.
 EK0633
 EK0633.The dynamic height is computed by dividing the NAVD 88
 EK0633.geopotential number by the normal gravity value computed on the
 EK0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0633.degrees latitude (g = 980.6199 gals.).
 EK0633
 EK0633.The modeled gravity was interpolated from observed gravity values.
 EK0633
 EK0633;                    North         East    Units  Estimated Accuracy
 EK0633;SPC OK S     -   172,240.      819,810.      MT  (+/- 180 meters Scaled)
 EK0633
 EK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU627608(NAD 83)
 EK0633
 EK0633                          SUPERSEDED SURVEY CONTROL
 EK0633
 EK0633  NGVD 29 (??/??/92)  186.609  (m)          612.23   (f) ADJ UNCH    2 0
 EK0633
 EK0633.Superseded values are not recommended for survey control.
 EK0633
 EK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0633.See file dsdata.pdf to determine how the superseded data were derived.
 EK0633
 EK0633_MARKER: Q = CHISELED SQUARE
 EK0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0633_SP_SET: ABUTMENT
 EK0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0633
 EK0633  HISTORY     - Date     Condition        Report By
 EK0633  HISTORY     - 1933     MONUMENTED       CGS
 EK0633  HISTORY     - 1934     GOOD             CGS
 EK0633
 EK0633                          STATION DESCRIPTION
 EK0633
 EK0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0633'1 MI W FROM HAILEYVILLE.
 EK0633'ABOUT 1 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0633'RAILWAY MAIN TRACK FROM THE STATION AT HAILEYVILLE, PITTSBURG
 EK0633'COUNTY, AT THE JUNCTION WITH THE HAILEYVILLE AND ARDMORE BRANCH
 EK0633'TRACK, ABOUT 250 FEET EAST OF THE SWITCH POINT, AT THE BRIDGE OVER
 EK0633'BRUSHY CREEK, ON THE TOP OF THE SOUTH SIDE OF THE WEST CONCRETE
 EK0633'ABUTMENT, AND 8 FEET SOUTH OF THE CENTER LINE OF THE TRACK.
 EK0633'A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0688 ***********************************************************************
 GJ0688  DESIGNATION -  BRYAN JACKSON RADIO MAST
 GJ0688  PID         -  GJ0688
 GJ0688  STATE/COUNTY-  OK/WOODWARD
 GJ0688  COUNTRY     -  US
 GJ0688  USGS QUAD   -  WOODWARD (2018)
 GJ0688
 GJ0688                         *CURRENT SURVEY CONTROL
 GJ0688  ______________________________________________________________________
 GJ0688* NAD 83(1993) POSITION- 36 24 09.23457(N) 099 28 45.77790(W)   ADJUSTED
 GJ0688  ______________________________________________________________________
 GJ0688  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0688  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 GJ0688  HORZ ORDER      -  THIRD
 GJ0688
 GJ0688.The horizontal coordinates were established by classical geodetic methods
 GJ0688.and adjusted by the National Geodetic Survey in November 1994.
 GJ0688
 GJ0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0688.GEOID18 height accuracy estimate available here.
 GJ0688
 GJ0688.Click photographs - Photos may exist for this station.
 GJ0688
 GJ0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0688
 GJ0688. The following values were computed from the NAD 83(1993) position.
 GJ0688
 GJ0688;                    North         East     Units Scale Factor Converg.
 GJ0688;SPC OK N     -   156,630.962   467,305.872   MT  0.99995380   -0 52 23.0
 GJ0688;SPC OK N     -   513,880.08  1,533,152.68   sFT  0.99995380   -0 52 23.0
 GJ0688;UTM  14      - 4,028,707.036   457,014.876   MT  0.99962276   -0 17 04.2
 GJ0688
 GJ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5701428707(NAD 83)
 GJ0688
 GJ0688                          SUPERSEDED SURVEY CONTROL
 GJ0688
 GJ0688  NAD 83(1986)-  36 24 09.24030(N)    099 28 45.76618(W) AD(       ) 3
 GJ0688  NAD 27      -  36 24 09.10379(N)    099 28 44.36625(W) AD(       ) 3
 GJ0688
 GJ0688.Superseded values are not recommended for survey control.
 GJ0688
 GJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0688.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0688
 GJ0688_MARKER: 42 = RADIO/TV MAST
 GJ0688
 GJ0688  HISTORY     - Date     Condition        Report By
 GJ0688  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0688
 GJ0688                          STATION DESCRIPTION
 GJ0688
 GJ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0688'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH STEEL MAST.
 GJ0688'IT IS ABOUT 9 MILES SOUTHWEST OF WOODWARD AND 150 FEET EAST OF A
 GJ0688'NORTH-SOUTH GRADED ROAD.
 GJ0688'
 GJ0688'DISTANCE, 9 MILES SW OF WOODWARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0734 ***********************************************************************
 GG0734  DESIGNATION -  BRYNA
 GG0734  PID         -  GG0734
 GG0734  STATE/COUNTY-  OK/OTTAWA
 GG0734  COUNTRY     -  US
 GG0734  USGS QUAD   -  MIAMI SW (2018)
 GG0734
 GG0734                         *CURRENT SURVEY CONTROL
 GG0734  ______________________________________________________________________
 GG0734* NAD 83(1997) POSITION- 36 45 47.60726(N) 094 53 50.67039(W)   ADJUSTED
 GG0734* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 GG0734  ______________________________________________________________________
 GG0734  GEOID HEIGHT    -        -29.266 (meters)                     GEOID18
 GG0734  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 GG0734  HORZ ORDER      -  SECOND
 GG0734
 GG0734.The horizontal coordinates were established by classical geodetic methods
 GG0734.and adjusted by the National Geodetic Survey in October 1998.
 GG0734
 GG0734.The orthometric height was scaled from a topographic map.
 GG0734
 GG0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0734.GEOID18 height accuracy estimate available here.
 GG0734
 GG0734.Click photographs - Photos may exist for this station.
 GG0734
 GG0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0734
 GG0734. The following values were computed from the NAD 83(1997) position.
 GG0734
 GG0734;                    North         East     Units Scale Factor Converg.
 GG0734;SPC OK N     -   200,067.140   876,973.496   MT  0.99999937   +1 49 51.5
 GG0734;SPC OK N     -   656,386.94  2,877,203.88   sFT  0.99999937   +1 49 51.5
 GG0734;SPC OK N     -   656,386.94  2,877,203.88   sFT  0.99999937   +1 49 51.5
 GG0734;SPC MO W     -    66,268.343   814,518.634   MT  0.99995668   -0 14 16.3
 GG0734;SPC OK N     -   200,067.140   876,973.496   MT  0.99999937   +1 49 51.5
 GG0734;UTM  15      - 4,070,285.272   330,645.166   MT  0.99995335   -1 08 09.2
 GG0734
 GG0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0734!SPC OK N     -   0.99996581  x   0.99999937  =   0.99996518
 GG0734!SPC MO W     -   0.99996581  x   0.99995668  =   0.99992250
 GG0734!SPC OK N     -   0.99996581  x   0.99999937  =   0.99996518
 GG0734!UTM  15      -   0.99996581  x   0.99995335  =   0.99991917
 GG0734
 GG0734:                Primary Azimuth Mark                     Grid Az
 GG0734:SPC OK N     -  BRYNA AZ MK                              017 38 13.9
 GG0734:SPC MO W     -  BRYNA AZ MK                              019 42 21.7
 GG0734:SPC OK N     -  BRYNA AZ MK                              017 38 13.9
 GG0734:UTM  15      -  BRYNA AZ MK                              020 36 14.6
 GG0734
 GG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3064570285(NAD 83)
 GG0734
 GG0734|---------------------------------------------------------------------|
 GG0734| PID    Reference Object                     Distance      Geod. Az  |
 GG0734|                                                           dddmmss.s |
 GG0734| CI1276 BRYNA AZ MK                                        0192805.4 |
 GG0734| CI1277 BRYNA RM 1                            7.270 METERS 02128     |
 GG0734| GG0729 FAIRLAND MUNICIPAL TANK             APPROX. 4.6 KM 1080447.6 |
 GG0734| GG0728 FAIRLAND SHELL OZARK PLINE TK       APPROX. 2.5 KM 1113921.5 |
 GG0734| CI1278 BRYNA RM 2                            7.158 METERS 20130     |
 GG0734|---------------------------------------------------------------------|
 GG0734
 GG0734                          SUPERSEDED SURVEY CONTROL
 GG0734
 GG0734  NAD 83(1993)-  36 45 47.60785(N)    094 53 50.67030(W) AD(       ) 2
 GG0734  NAD 83(1986)-  36 45 47.62885(N)    094 53 50.66323(W) AD(       ) 2
 GG0734  NAD 27      -  36 45 47.37070(N)    094 53 49.81700(W) AD(       ) 2
 GG0734
 GG0734.Superseded values are not recommended for survey control.
 GG0734
 GG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0734.See file dsdata.pdf to determine how the superseded data were derived.
 GG0734
 GG0734_MARKER: DS = TRIANGULATION STATION DISK
 GG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0734_STAMPING: BRYNA 1960
 GG0734_MARK LOGO: CGS
 GG0734_PROJECTION: FLUSH
 GG0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0734+STABILITY: SURFACE MOTION
 GG0734
 GG0734  HISTORY     - Date     Condition        Report By
 GG0734  HISTORY     - 1960     MONUMENTED       CGS
 GG0734
 GG0734                          STATION DESCRIPTION
 GG0734
 GG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0734'ABOUT 7-1/2 MILES SOUTH OF MIAMI, ABOUT 3 MILES WEST AND 1 MILE
 GG0734'NORTH OF FAIRLAND, NEAR THE CENTER OF SEC. 1, T. 26 N., R. 22 E.,
 GG0734'AND ON THE RIGHT-OF-WAY OF THE OKLAHOMA WILL ROGERS TURNPIKE.
 GG0734'IT IS 122 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 GG0734'BOUND LANE OF THE TURNPIKE, 4 FEET WEST OF A WITNESS POST AND
 GG0734'3 FEET NORTHWEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 GG0734'AND THE DISK IS STAMPED BRYNA 1960.
 GG0734'
 GG0734'TO REACH FROM THE AFTON ENTRANCE TO THE TURNPIKE, ABOUT 2-1/2
 GG0734'MILES NORTHEAST OF AFTON, GO NORTHEASTERLY ON THE TURNPIKE
 GG0734'FOR 3.25 MILES TO THE THIRD UNDERPASS.  CONTINUE NORTHEASTERLY
 GG0734'ON THE TURNPIKE FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 GG0734'
 GG0734'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTLY
 GG0734'ON THE TURNPIKE FOR 0.7 MILE TO AN UNDERPASS AND THE AZIMUTH
 GG0734'MARK.
 GG0734'
 GG0734'REFERENCE MARK 1 IS 122 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GG0734'NORTHEAST BOUND LANE OF THE TURNPIKE, 20 FEET NORTHEAST OF THE
 GG0734'WITNESS POST AND 3 FEET NORTHWEST OF THE WIRE FENCE.  THE
 GG0734'MONUMENT IS FLUSH AND THE DISK IS STAMPED BRYNA NO 1 1960.
 GG0734'
 GG0734'REFERENCE MARK 2 IS 122 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GG0734'NORTHEAST BOUND LANE OF THE TURNPIKE, 27 FEET SOUTHWEST OF THE
 GG0734'WITNESS POST AND 3 FEET NORTHWEST OF THE WIRE FENCE.  THE
 GG0734'MONUMENT IS FLUSH AND THE DISK IS STAMPED BRYNA NO 2 1960.
 GG0734'
 GG0734'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRYNA 1960 CEMENTED
 GG0734'IN A DRILLED HOLE IN THE SOUTHEAST WING WALL OF THE UNDERPASS
 GG0734'AND ABOUT 3-1/2 FEET LOWER THAN THE FLOOR OF THE UNDERPASS.
 GG0734'
 GG0734'NOTE- IT IS NOT PERMISSABLE TO TURN AROUND ON THE TURNPIKE,
 GG0734'THEREFORE IF IT BECOMES NECESSARY TO PUT A TARGET ON THE
 GG0734'AZIMUTH MARK IT WOULD BE ADVISABLE TO WALK FROM THE STATION.
 GG0734'
 GG0734'NO MEASUREMENT BETWEEN RMS, SET 180 DEGREES.
 GG0734'
 GG0734'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0962 ***********************************************************************
 GH0962  DESIGNATION -  BUCK
 GH0962  PID         -  GH0962
 GH0962  STATE/COUNTY-  OK/OSAGE
 GH0962  COUNTRY     -  US
 GH0962  USGS QUAD   -  BUG CREEK (2018)
 GH0962
 GH0962                         *CURRENT SURVEY CONTROL
 GH0962  ______________________________________________________________________
 GH0962* NAD 83(1993) POSITION- 36 24 51.77220(N) 096 33 59.77118(W)   ADJUSTED
 GH0962* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 GH0962  ______________________________________________________________________
 GH0962  GEOID HEIGHT    -        -28.377 (meters)                     GEOID18
 GH0962  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 GH0962  HORZ ORDER      -  FIRST
 GH0962
 GH0962.The horizontal coordinates were established by classical geodetic methods
 GH0962.and adjusted by the National Geodetic Survey in November 1994.
 GH0962
 GH0962.The orthometric height was scaled from a topographic map.
 GH0962
 GH0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0962.GEOID18 height accuracy estimate available here.
 GH0962
 GH0962.Click photographs - Photos may exist for this station.
 GH0962
 GH0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0962
 GH0962. The following values were computed from the NAD 83(1993) position.
 GH0962
 GH0962;                    North         East     Units Scale Factor Converg.
 GH0962;SPC OK N     -   157,880.067   728,550.347   MT  0.99995466   +0 50 45.3
 GH0962;SPC OK N     -   517,978.19  2,390,252.26   sFT  0.99995466   +0 50 45.3
 GH0962;UTM  14      - 4,032,662.295   718,182.718   MT  1.00018655   +1 26 42.3
 GH0962
 GH0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0962!SPC OK N     -   0.99995610  x   0.99995466  =   0.99991076
 GH0962!UTM  14      -   0.99995610  x   1.00018655  =   1.00014264
 GH0962
 GH0962:                Primary Azimuth Mark                     Grid Az
 GH0962:SPC OK N     -  GIBB                                     165 06 24.1
 GH0962:UTM  14      -  GIBB                                     164 30 27.1
 GH0962
 GH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1818232662(NAD 83)
 GH0962
 GH0962|---------------------------------------------------------------------|
 GH0962| PID    Reference Object                     Distance      Geod. Az  |
 GH0962|                                                           dddmmss.s |
 GH0962| CI1280 BUCK RM 2                            24.231 METERS 09743     |
 GH0962| GH0964 GIBB                                APPROX.15.8 KM 1655709.4 |
 GH0962| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX.20.6 KM 1794737.2 |
 GH0962| GH0968 JENNINGS MUNICIPAL TANK             APPROX.25.7 KM 1802021.1 |
 GH0962| CI1281 BUCK RM 3                            23.969 METERS 22735     |
 GH0962| GH0991 PAWNEE MUNICIPAL STANDPIPE          APPROX.22.7 KM 2463410.7 |
 GH0962| CI1279 BUCK RM 1                            26.346 METERS 34644     |
 GH0962|---------------------------------------------------------------------|
 GH0962
 GH0962                          SUPERSEDED SURVEY CONTROL
 GH0962
 GH0962  NAD 83(1986)-  36 24 51.78557(N)    096 33 59.75719(W) AD(       ) 1
 GH0962  NAD 27      -  36 24 51.57995(N)    096 33 58.64135(W) AD(       ) 1
 GH0962
 GH0962.Superseded values are not recommended for survey control.
 GH0962
 GH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0962.See file dsdata.pdf to determine how the superseded data were derived.
 GH0962
 GH0962_MARKER: DS = TRIANGULATION STATION DISK
 GH0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0962_STAMPING: BUCK 1935
 GH0962_MARK LOGO: CGS
 GH0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0962+STABILITY: SURFACE MOTION
 GH0962
 GH0962  HISTORY     - Date     Condition        Report By
 GH0962  HISTORY     - 1935     MONUMENTED       CGS
 GH0962
 GH0962                          STATION DESCRIPTION
 GH0962
 GH0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0962'STATION IS IN THE SOUTHWEST QUARTER OF NORTHWEST QUARTER OF
 GH0962'SECTION 4, T. 22 N., R. 7 E., ABOUT 9.5 MILES WEST OF HOMINY.
 GH0962'IT IS ON AN OAK COVERED RIDGE, HIGHEST POINT IN IMMEDIATE
 GH0962'VICINITY, ON PROPERTY OF RAY BUCK.
 GH0962'
 GH0962'FROM RAILROAD DEPOT IN HOMINY, GO WEST FOR 0.6 MILE TO T-ROAD,
 GH0962'THENCE LEFT (SOUTHERLY AND WESTERLY) ON MAIN ROAD FOR 4.6
 GH0962'MILES TO Y-JUNCTION.  FOLLOW LEFT FORK WEST FOR 6.5 MILES
 GH0962'TO T-ROAD (MAIN ROAD TURNS NORTH), THENCE LEFT (SOUTH) FOR
 GH0962'1.5 MILES TO CORNER (ROAD TURNS RIGHT).  CONTINUE SOUTH
 GH0962'OVER CATTLE GAP ON WOOD TRAIL FOR 0.25 MILE TO WIRE GATE.
 GH0962'ENTER GATE, CONTINUE SOUTH FOR 0.05 MILE TO OLD SHACK AND
 GH0962'DIRT RESERVOIR ON LEFT, THENCE LEFT ALONG SOUTH SIDE OF FIELD
 GH0962'FOR 0.05 MILE TO 28-INCH OAK STUMP ON RIGHT.  TURN RIGHT,
 GH0962'FOLLOW TOP OF RIDGE SOUTH THROUGH TIMBER FOR 0.15 MILE TO MARK.
 GH0962'
 GH0962'REFERENCE MARK NO. 1 IS 86.44 FEET (26.346 METERS)
 GH0962'NORTH-NORTHWEST OF STATION.
 GH0962'
 GH0962'REFERENCE MARK NO. 2 IS 79.50 FEET (24.231 METERS) EAST OF
 GH0962'STATION, IN BOULDER.
 GH0962'
 GH0962'REFERENCE MARK NO. 3 IS 78.64 FEET (23.969 METERS)
 GH0962'SOUTH-SOUTHWEST OF STATION, IN BOULDER.
 GH0962'
 GH0962'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1, 2 AND 3,
 GH0962'ARE SET AS DESCRIBED.
 GH0962'
 GH0962'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0701 ***********************************************************************
 EL0701  DESIGNATION -  BUCKHORN 1919
 EL0701  PID         -  EL0701
 EL0701  STATE/COUNTY-  OK/PITTSBURG
 EL0701  COUNTRY     -  US
 EL0701  USGS QUAD   -  STUART (2018)
 EL0701
 EL0701                         *CURRENT SURVEY CONTROL
 EL0701  ______________________________________________________________________
 EL0701* NAD 83(1993) POSITION- 34 58 47.16484(N) 096 01 42.56081(W)   ADJUSTED
 EL0701* NAVD 88 ORTHO HEIGHT -   321.8   (meters)     1056.    (feet) VERTCON3
 EL0701  ______________________________________________________________________
 EL0701  GEOID HEIGHT    -        -29.072 (meters)                     GEOID18
 EL0701  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 EL0701  HORZ ORDER      -  FIRST
 EL0701
 EL0701.The horizontal coordinates were established by classical geodetic methods
 EL0701.and adjusted by the National Geodetic Survey in November 1994.
 EL0701
 EL0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0701
 EL0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0701.GEOID18 height accuracy estimate available here.
 EL0701
 EL0701.Click photographs - Photos may exist for this station.
 EL0701
 EL0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0701
 EL0701. The following values were computed from the NAD 83(1993) position.
 EL0701
 EL0701;                    North         East     Units Scale Factor Converg.
 EL0701;SPC OK S     -   184,388.637   780,001.209   MT  0.99995970   +1 07 08.6
 EL0701;SPC OK S     -   604,948.39  2,559,053.97   sFT  0.99995970   +1 07 08.6
 EL0701;UTM  14      - 3,874,834.192   771,264.018   MT  1.00050700   +1 42 16.4
 EL0701;UTM  15      - 3,874,990.519   223,532.883   MT  1.00054213   -1 44 14.3
 EL0701
 EL0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0701!SPC OK S     -   0.99995405  x   0.99995970  =   0.99991375
 EL0701!UTM  14      -   0.99995405  x   1.00050700  =   1.00046103
 EL0701!UTM  15      -   0.99995405  x   1.00054213  =   1.00049615
 EL0701
 EL0701:                Primary Azimuth Mark                     Grid Az
 EL0701:SPC OK S     -  SHAWNEE                                  235 22 53.8
 EL0701:UTM  14      -  SHAWNEE                                  234 47 46.0
 EL0701:UTM  15      -  SHAWNEE                                  238 14 16.7
 EL0701
 EL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7126474834(NAD 83)
 EL0701
 EL0701|---------------------------------------------------------------------|
 EL0701| PID    Reference Object                     Distance      Geod. Az  |
 EL0701|                                                           dddmmss.s |
 EL0701| EL0700 SHAWNEE                             APPROX.10.4 KM 2363002.4 |
 EL0701|---------------------------------------------------------------------|
 EL0701
 EL0701                          SUPERSEDED SURVEY CONTROL
 EL0701
 EL0701  NAD 83(1986)-  34 58 47.16644(N)    096 01 42.55721(W) AD(       ) 1
 EL0701  NAD 27      -  34 58 46.83700(N)    096 01 41.55400(W) AD(       ) 1
 EL0701  USSD        -  34 58 46.79500(N)    096 01 41.86200(W) AD(       ) 3
 EL0701  NGVD 29 (07/19/86)  321.7    (m)         1055.     (f) VERT ANG       
 EL0701
 EL0701.Superseded values are not recommended for survey control.
 EL0701
 EL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0701.See file dsdata.pdf to determine how the superseded data were derived.
 EL0701
 EL0701_MARKER: DS = TRIANGULATION STATION DISK
 EL0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0701+STABILITY: SURFACE MOTION
 EL0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0701+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2007
 EL0701
 EL0701  HISTORY     - Date     Condition        Report By
 EL0701  HISTORY     - 1919     MONUMENTED       CGS
 EL0701  HISTORY     - 1934     GOOD             CGS
 EL0701  HISTORY     - 1937     GOOD             LOCSUR
 EL0701  HISTORY     - 20070510 GOOD             INDIV
 EL0701
 EL0701                          STATION DESCRIPTION
 EL0701
 EL0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EL0701'ABOUT 3 MILES BY TRAIL N FROM CABANISS POST OFFICE, 10 MILES
 EL0701'AIRLINE NE OF STUART, ON TOP OF LONG FLAT-TOPPED RIDGE RUNNING
 EL0701'NE AND SW, LOCALLY KNOWN BY A FEW PEOPLE AS BUCKHORN RIDGE
 EL0701'OR MOUNTAIN.  STATION IS ABOUT 1 MILE NW OF HOUSE RENTED
 EL0701'BY J.B. COTTON, AND IS ON LEVEL GROUND, ABOUT 75 METERS
 EL0701'(246 FEET) W OF FAULT LINES AND ROCKY LEDGES ON E SIDE OF
 EL0701'HILL.  BEST REACHED BY WAY OF CABANISS POST OFFICE.
 EL0701'
 EL0701'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 EL0701'CONCRETE. REFERENCE MARKS ARE BRONZE REFERENCE DISKS
 EL0701'DISKS IN OUTCROPPING BEDROCK.
 EL0701'
 EL0701'REFERENCE MARK 1 IS 75.96 METERS (249.2 FEET) FROM STATION
 EL0701'IN MAGNETIC BEARING S 86 DEG E.
 EL0701'
 EL0701'REFERENCE MARK 2 IS 79.55 METERS (261.0 FEET) FROM STATION
 EL0701'IN MAGNETIC BEARING N. 71 DEG 30 MIN E.
 EL0701
 EL0701                          STATION RECOVERY (1934)
 EL0701
 EL0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0701'WILLIAM A. GARNAR, POST OFFICE HAYWOOD, OKLAHOMA STAR R.F.D.,
 EL0701'WHO LIVES SE OF STATION CAN GIVE INFORMATION AS TO LOCATION.
 EL0701'
 EL0701'STATION BEST REACHED BY GOING TO SISEMORE RANCH, ABOUT 0.7
 EL0701'MILE W BY TRAIL TO TOP OF RIDGE, THENCE ABOUT 0.4 MILE S
 EL0701'TO STATION, WHICH IS ABOUT DUE W OF SMALL TIMBERED HILL AT
 EL0701'E FOOT OF MOUNTAIN.  SEVERAL PIECES OF TOWER STILL NEAR
 EL0701'STATION.  STAMPED BUCKHORN 1916, GOOD.
 EL0701
 EL0701                          STATION RECOVERY (1937)
 EL0701
 EL0701'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937 (WM)
 EL0701'LETTER OF JUNE 18, 1937, FROM WILLIAM MUSSETTER--
 EL0701'
 EL0701'A TRAVERSE CONNECTION HAS BEEN MADE TO THIS STATION BY THE
 EL0701'OKLAHOMA GEODETIC SURVEY, GIVING THE FOLLOWING RESULTS--
 EL0701'
 EL0701'REFERENCE MARK NO. 1 TRUE BEARING S 76 DEG 56 MIN 30 SEC E.
 EL0701'
 EL0701'REFERENCE MARK NO. 2 TRUE BEARING N 81 DEG 01 MIN 09 SEC E.
 EL0701'
 EL0701'WHILE THESE AZIMUTHS MAY BE SUBJECT TO CONSIDERABLE ERROR,
 EL0701'IT IS APPARENT THAT THE MAGNETIC BEARINGS ARE INDEED 180 DEG
 EL0701'IN ERROR.
 EL0701
 EL0701                          STATION RECOVERY (2007)
 EL0701
 EL0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BRY)
 EL0701'GREAT PLAINS SURVEYING 2007
 EL0701'
 EL0701'STATION IS LOCATED IN NW/4 SEC 22 T6N R12E ON LAND OWNED BY HILSEWECK
 EL0701'RANCH. MARK IS STABLE WITH SIGNS OF ATTEMPTED CHISELING. DID NOT LOOK
 EL0701'FOR REFERENCE MARKS.
 EL0701'
 EL0701'PREVIOUS DIRECTIONS TO STATION ARE OBSOLETE. FROM JUNCTION OF US270
 EL0701'AND CABINESS ROAD, TURN NORTH, THEN IMMEDIATELY WEST ON E1430 ROAD FOR
 EL0701'.77 MILE.  BEAR RIGHT ONTO D1410 ROAD, AND FOLLOW NORTHWESTERLY APPROX
 EL0701'1.1 MILES TO HILSEWICK RANCH HEADQUARTERS.  PERMISSION TO OCCUPY
 EL0701'STATION MAY BE OBTAINED HERE.
 EL0701'
 EL0701'FROM BEHIND RANCH HOUSE, TAKE FORK TO RIGHT AND HEAD IN A
 EL0701'NORTHEASTERLY DIRECTION FOR APPROX 2.2 MILES TO AN OLD SHALE PIT. TURN
 EL0701'RIGHT ON NEW ROAD AND HEAD UPHILL AND EAST FOR 1.5 MILES TO A 'T'
 EL0701'INTERSECTION. TURN RIGHT AND FOLLOW TRAIL SOUTHEAST FOR APPROX .4 MILE
 EL0701'TO STATION.
 EL0701'
 EL0701'ALL ROADS TO STATION ARE PASSABLE BY TRUCK IF DRY. IF WET, ATV IS
 EL0701'RECOMMENDED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0744 ***********************************************************************
 EL0744  DESIGNATION -  BUFF
 EL0744  PID         -  EL0744
 EL0744  STATE/COUNTY-  OK/ATOKA
 EL0744  COUNTRY     -  US
 EL0744  USGS QUAD   -  CADDO NORTH (2018)
 EL0744
 EL0744                         *CURRENT SURVEY CONTROL
 EL0744  ______________________________________________________________________
 EL0744* NAD 83(1993) POSITION- 34 13 23.41328(N) 096 22 02.84940(W)   ADJUSTED
 EL0744* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 EL0744  ______________________________________________________________________
 EL0744  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 EL0744  LAPLACE CORR    -         -6.34  (seconds)                    DEFLEC18
 EL0744  HORZ ORDER      -  SECOND
 EL0744
 EL0744.The horizontal coordinates were established by classical geodetic methods
 EL0744.and adjusted by the National Geodetic Survey in November 1994.
 EL0744
 EL0744.The orthometric height was scaled from a topographic map.
 EL0744
 EL0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0744.GEOID18 height accuracy estimate available here.
 EL0744
 EL0744.Click photographs - Photos may exist for this station.
 EL0744
 EL0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0744
 EL0744. The following values were computed from the NAD 83(1993) position.
 EL0744
 EL0744;                    North         East     Units Scale Factor Converg.
 EL0744;SPC OK S     -    99,920.000   750,413.238   MT  0.99995567   +0 55 36.0
 EL0744;SPC OK S     -   327,820.87  2,461,980.77   sFT  0.99995567   +0 55 36.0
 EL0744;UTM  14      - 3,790,035.716   742,503.518   MT  1.00032497   +1 28 52.7
 EL0744
 EL0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0744!SPC OK S     -   0.99996551  x   0.99995567  =   0.99992119
 EL0744!UTM  14      -   0.99996551  x   1.00032497  =   1.00029047
 EL0744
 EL0744:                Primary Azimuth Mark                     Grid Az
 EL0744:SPC OK S     -  BUFF AZ MK                               013 19 17.3
 EL0744:UTM  14      -  BUFF AZ MK                               012 46 00.6
 EL0744
 EL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4250390035(NAD 83)
 EL0744
 EL0744|---------------------------------------------------------------------|
 EL0744| PID    Reference Object                     Distance      Geod. Az  |
 EL0744|                                                           dddmmss.s |
 EL0744| CX9922 BUFF AZ MK                                         0141453.3 |
 EL0744| EL0741 KENEFICK MUNICIPAL TANK             APPROX. 8.2 KM 1781258.2 |
 EL0744| CX9923 BUFF RM 1                            41.886 METERS 28415     |
 EL0744| CX9924 BUFF RM 2                            57.123 METERS 34452     |
 EL0744|---------------------------------------------------------------------|
 EL0744
 EL0744                          SUPERSEDED SURVEY CONTROL
 EL0744
 EL0744  NAD 83(1986)-  34 13 23.41887(N)    096 22 02.84148(W) AD(       ) 2
 EL0744  NAD 27      -  34 13 23.07080(N)    096 22 01.86740(W) AD(       ) 2
 EL0744
 EL0744.Superseded values are not recommended for survey control.
 EL0744
 EL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0744.See file dsdata.pdf to determine how the superseded data were derived.
 EL0744
 EL0744_MARKER: DS = TRIANGULATION STATION DISK
 EL0744_SETTING: 66 = SET IN ROCK OUTCROP
 EL0744_STAMPING: BUFF 1955
 EL0744_MARK LOGO: CGS
 EL0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0744+STABILITY: POSITION/ELEVATION WELL
 EL0744
 EL0744  HISTORY     - Date     Condition        Report By
 EL0744  HISTORY     - 1955     MONUMENTED       CGS
 EL0744
 EL0744                          STATION DESCRIPTION
 EL0744
 EL0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0744'STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES NORTH OF KENEFIC,
 EL0744'5 MILES SOUTHEAST OF COLEMAN, 4 MILES NORTHEAST OF FOLSOM
 EL0744'AND AT THE NORTHERN END OF A LOW HILL THAT IS PROMINENT
 EL0744'IN THE IMMEDIATE VICINITY.
 EL0744'
 EL0744'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 EL0744'IN KENEFIC, GO WEST FOR 0.1 MILE.  TURN RIGHT, NORTH, AND
 EL0744'GO 0.5 MILE TO A T ROAD.  TURN LEFT, WEST, AND GO 0.7 MILE
 EL0744'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, AND GO
 EL0744'4.0 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH FOR 0.9
 EL0744'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, EAST, AND
 EL0744'GO 0.15 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, THROUGH
 EL0744'THE GATE, AND FOLLOW THE TRACK ROAD SOUTHEAST FOR 0.35 MILE
 EL0744'TO THE AZIMUTH MARK ON THE LEFT JUST BELOW A FLAT TOPPED
 EL0744'KNOLL.  CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.15 MILE
 EL0744'TO THE BASE OF A FLAT TOPPED HILL ON THE RIGHT.  CONTINUE
 EL0744'UP THE HILL TO THE SUMMIT.  THE STATION IS AT THE NORTHERN
 EL0744'EDGE OF THE TREES ON THE SUMMIT.
 EL0744'
 EL0744'STATION MARK, STAMPED BUFF 1955, IS A STANDARD DISK CEMENTED
 EL0744'IN A DRILL HOLE IN BEDROCK ABOUT 8 INCHES BELOW THE SURFACE
 EL0744'OF THE GROUND.  IT IS 13.2 FEET NORTH OF A WITNESS POST.
 EL0744'
 EL0744'REFERENCE MARK NUMBER 1, STAMPED BUFF NO 1 1955, IS A STANDARD
 EL0744'DISK CEMENTED IN A DRILL HOLE ON OUTCROPPING BEDROCK 12
 EL0744'INCHES SQUARE AND FLUSH WITH THE GROUND.  IT IS AT THE SAME
 EL0744'ELEVATION AS THE STATION AND 6 INCHES EAST OF A 12 INCH CAIRN.
 EL0744'
 EL0744'REFERENCE MARK NUMBER 2, STAMPED BUFF NO 2 1955, IS A STANDARD
 EL0744'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 12 INCHES
 EL0744'SQUARE AND FLUSH WITH THE GROUND.  IT IS AT THE SAME ELEVATION
 EL0744'AS THE STATION AND 8 INCHES SOUTH OF A 15 INCH CAIRN.
 EL0744'
 EL0744'AZIMUTH MARK, STAMPED BUFF 1955, IS A STANDARD DISK CEMENTED
 EL0744'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES.
 EL0744'IT IS ON THE WEST SLOPE OF A LOW, ROCKY FLAT TOPPED KNOLL,
 EL0744'50.0 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND 4.0
 EL0744'FEET EAST OF A WITNESS POST.
 EL0744'
 EL0744'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0953 ***********************************************************************
 EK0953  DESIGNATION -  BUFFALO
 EK0953  PID         -  EK0953
 EK0953  STATE/COUNTY-  OK/LATIMER
 EK0953  COUNTRY     -  US
 EK0953  USGS QUAD   -  BAKER MOUNTAIN (2018)
 EK0953
 EK0953                         *CURRENT SURVEY CONTROL
 EK0953  ______________________________________________________________________
 EK0953* NAD 83(1993) POSITION- 34 45 14.45261(N) 095 10 38.97980(W)   ADJUSTED
 EK0953* NAVD 88 ORTHO HEIGHT -   650.    (meters)     2133.    (feet) SCALED
 EK0953  ______________________________________________________________________
 EK0953  GEOID HEIGHT    -        -31.544 (meters)                     GEOID18
 EK0953  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 EK0953  HORZ ORDER      -  FIRST
 EK0953
 EK0953.The horizontal coordinates were established by classical geodetic methods
 EK0953.and adjusted by the National Geodetic Survey in November 1994.
 EK0953
 EK0953.The orthometric height was scaled from a topographic map.
 EK0953
 EK0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0953.GEOID18 height accuracy estimate available here.
 EK0953
 EK0953.Click photographs - Photos may exist for this station.
 EK0953
 EK0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0953
 EK0953. The following values were computed from the NAD 83(1993) position.
 EK0953
 EK0953;                    North         East     Units Scale Factor Converg.
 EK0953;SPC OK S     -   161,200.025   858,380.979   MT  0.99994032   +1 36 07.6
 EK0953;SPC OK S     -   528,870.42  2,816,204.93   sFT  0.99994032   +1 36 07.6
 EK0953;UTM  15      - 3,847,924.372   300,690.298   MT  1.00008964   -1 14 30.1
 EK0953
 EK0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0953!SPC OK S     -   0.99990291  x   0.99994032  =   0.99984323
 EK0953!UTM  15      -   0.99990291  x   1.00008964  =   0.99999254
 EK0953
 EK0953:                Primary Azimuth Mark                     Grid Az
 EK0953:SPC OK S     -  SYCAMORE LOOKOUT TOWER                   082 55 54.9
 EK0953:UTM  15      -  SYCAMORE LOOKOUT TOWER                   085 46 32.6
 EK0953
 EK0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0069047924(NAD 83)
 EK0953
 EK0953|---------------------------------------------------------------------|
 EK0953| PID    Reference Object                     Distance      Geod. Az  |
 EK0953|                                                           dddmmss.s |
 EK0953| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.25.7 KM 0843202.5 |
 EK0953| CX9930 BUFFALO RM 1                         17.420 METERS 12800     |
 EK0953| CX9931 BUFFALO RM 2                         14.159 METERS 25454     |
 EK0953|---------------------------------------------------------------------|
 EK0953
 EK0953                          SUPERSEDED SURVEY CONTROL
 EK0953
 EK0953  NAD 83(1986)-  34 45 14.45489(N)    095 10 38.96738(W) AD(       ) 1
 EK0953  NAD 27      -  34 45 14.09100(N)    095 10 38.09100(W) AD(       ) 1
 EK0953
 EK0953.Superseded values are not recommended for survey control.
 EK0953
 EK0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0953.See file dsdata.pdf to determine how the superseded data were derived.
 EK0953
 EK0953_MARKER: DS = TRIANGULATION STATION DISK
 EK0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0953_STAMPING: BUFFALO 1952
 EK0953_MARK LOGO: CGS
 EK0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0953+STABILITY: SURFACE MOTION
 EK0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0953+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EK0953
 EK0953  HISTORY     - Date     Condition        Report By
 EK0953  HISTORY     - 1952     MONUMENTED       CGS
 EK0953  HISTORY     - 19700114 GOOD             USGS
 EK0953  HISTORY     - 1986     GOOD
 EK0953
 EK0953                          STATION DESCRIPTION
 EK0953
 EK0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0953'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF TALIHINA ON
 EK0953'THE WEST END AND THE HIGHEST POINT OF BUFFALO MOUNTAIN.  IT IS 42
 EK0953'FEET NORTH OF A TRIANGLE BLAZED OAK TREE, 28 FEET WEST
 EK0953'NORTHWEST OF A TRIANGLE BLAZED OAK TREE, 23 FEET WEST OF
 EK0953'A TRIANGLE BLAZED OAK TREE, 10 FEET EAST OF A TRIANGLE BLAZED
 EK0953'OAK TREE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 EK0953'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BUFFALO
 EK0953'1952.
 EK0953'
 EK0953'REFERENCE MARK NO. 1 IS 28 FEET SOUTHEAST OF A TRIANGLE BLAZED
 EK0953'OAK TREE AND 3 FEET SOUTH OF TRIPLED TRUCK TREE.  THE DISK
 EK0953'IS SET IN AN OUTCROPPING BOULDER AND IS STAMPED BUFFALO NO
 EK0953'1 1952.
 EK0953'
 EK0953'REFERENCE MARK NO. 2 IS 37 FEET WEST OF A TRIANGLE BLAZED
 EK0953'TREE.  THE DISK IS SET IN AN OUTCROPPING BOULDER AND IS
 EK0953'STAMPED BUFFALO NO 2 1952.
 EK0953'
 EK0953'(THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS STATION.)
 EK0953'
 EK0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. 271 AND STATE
 EK0953'HIGHWAY 63 IN THE CENTER OF TALIHINA, GO NORTHWEST ON STATE
 EK0953'HIGHWAY 63 FOR 1.7 MILES TO FORKS AND SIGN T.B. MEDICAL
 EK0953'CENTER.  TAKE RIGHT FORK AND GO 0.4 MILES TO A FORKS.
 EK0953'TAKE LEFT FORK AND GO 0.95 MILE TO THE ENTRANCE OF THE TALIHINA
 EK0953'INDIAN HOSPITAL.  TURN LEFT AND FOLLOW SURFACED DRIVE TO THE
 EK0953'LEFT OF HOSPITAL FOR 0.2 MILE TO A T-INTERSECTION SOUTHWEST
 EK0953'OF HOSPITAL.  TURN LEFT AND GO 0.1 MILE TO A SIDE ROAD LEFT.
 EK0953'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.1 TO A CROSSROADS.
 EK0953'CONTINUE STRAIGHT AHEAD UP MOUNTAIN ROAD FOR 5.2 MILES TO
 EK0953'SITE OF AN OLD SAW MILL.  TURN RIGHT ON MAIN LOGGING ROAD
 EK0953'FOR 0.4 MILE TO A WIRE FENCE. CROSS FENCE AND CONTINUE
 EK0953'NORTHWEST AND WEST FOR 0.05 MILE, HERE LEAVE TRAIL AND GO
 EK0953'NORTHWEST UP RIDGE FOR 0.1 MILE TO HIGHEST POINT AND
 EK0953'STATION SITE AS DESCRIBED.
 EK0953'
 EK0953'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0953
 EK0953                          STATION RECOVERY (1970)
 EK0953
 EK0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WEK)
 EK0953'RECOVERED IN GOOD CONDITION.
 EK0953
 EK0953                          STATION RECOVERY (1986)
 EK0953
 EK0953'RECOVERED 1986
 EK0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0848 ***********************************************************************
 GH0848  DESIGNATION -  BUFFALO
 GH0848  PID         -  GH0848
 GH0848  STATE/COUNTY-  OK/GARFIELD
 GH0848  COUNTRY     -  US
 GH0848  USGS QUAD   -  HUNTER (2018)
 GH0848
 GH0848                         *CURRENT SURVEY CONTROL
 GH0848  ______________________________________________________________________
 GH0848* NAD 83(1997) POSITION- 36 35 22.19820(N) 097 44 48.41361(W)   ADJUSTED
 GH0848* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 GH0848  ______________________________________________________________________
 GH0848  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 GH0848  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 GH0848  HORZ ORDER      -  SECOND
 GH0848
 GH0848.The horizontal coordinates were established by classical geodetic methods
 GH0848.and adjusted by the National Geodetic Survey in October 1998.
 GH0848
 GH0848.The orthometric height was scaled from a topographic map.
 GH0848
 GH0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0848.GEOID18 height accuracy estimate available here.
 GH0848
 GH0848.Click photographs - Photos may exist for this station.
 GH0848
 GH0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0848
 GH0848. The following values were computed from the NAD 83(1997) position.
 GH0848
 GH0848;                    North         East     Units Scale Factor Converg.
 GH0848;SPC OK N     -   176,392.506   622,659.333   MT  0.99997247   +0 08 58.0
 GH0848;SPC OK N     -   578,714.41  2,042,841.50   sFT  0.99997247   +0 08 58.0
 GH0848;UTM  14      - 4,050,066.669   612,105.620   MT  0.99975484   +0 44 49.5
 GH0848
 GH0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0848!SPC OK N     -   0.99994725  x   0.99997247  =   0.99991972
 GH0848!UTM  14      -   0.99994725  x   0.99975484  =   0.99970210
 GH0848
 GH0848:                Primary Azimuth Mark                     Grid Az
 GH0848:SPC OK N     -  HUNTER MUNICIPAL TANK                    109 29 35.4
 GH0848:UTM  14      -  HUNTER MUNICIPAL TANK                    108 53 43.9
 GH0848
 GH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1210550066(NAD 83)
 GH0848
 GH0848|---------------------------------------------------------------------|
 GH0848| PID    Reference Object                     Distance      Geod. Az  |
 GH0848|                                                           dddmmss.s |
 GH0848| CL4364 BUFFALO RM 1                         30.899 METERS 00319     |
 GH0848| GH0850 HUNTER FARMERS GRAIN CO ELEV        APPROX. 8.0 KM 1085732.5 |
 GH0848| GH0851 HUNTER MUNICIPAL TANK               APPROX. 8.2 KM 1093833.4 |
 GH0848| CL4365 BUFFALO RM 2                          7.318 METERS 17357     |
 GH0848| GH0816 ENID RAD STA KCRC CENTER MAST       APPROX.22.0 KM 2113932.0 |
 GH0848| GH0815 ENID HWY PAT RAD STA KKE 569        APPROX.21.0 KM 2144633.1 |
 GH0848|---------------------------------------------------------------------|
 GH0848
 GH0848                          SUPERSEDED SURVEY CONTROL
 GH0848
 GH0848  NAD 83(1993)-  36 35 22.19867(N)    097 44 48.41355(W) AD(       ) 2
 GH0848  NAD 83(1986)-  36 35 22.20630(N)    097 44 48.40415(W) AD(       ) 2
 GH0848  NAD 27      -  36 35 22.08963(N)    097 44 47.21001(W) AD(       ) 2
 GH0848
 GH0848.Superseded values are not recommended for survey control.
 GH0848
 GH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0848.See file dsdata.pdf to determine how the superseded data were derived.
 GH0848
 GH0848_MARKER: DS = TRIANGULATION STATION DISK
 GH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0848_STAMPING: BUFFALO 1963
 GH0848_MARK LOGO: CGS
 GH0848_PROJECTION: RECESSED 46 CENTIMETERS
 GH0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0848+STABILITY: SURFACE MOTION
 GH0848
 GH0848  HISTORY     - Date     Condition        Report By
 GH0848  HISTORY     - 1963     MONUMENTED       CGS
 GH0848
 GH0848                          STATION DESCRIPTION
 GH0848
 GH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0848'STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF POND
 GH0848'CREEK, 5 MILES WEST NORTHWEST OF HUNTER, 1/4 MILE SOUTH OF THE
 GH0848'GRANT-GARFIELD COUNTY LINE, NEAR THE NORTHWEST CORNER OF A FARM
 GH0848'HOME YARD WHICH IS OWNED AND OCCUPIED BY C.A. BERGMAN.
 GH0848'
 GH0848'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HUNTER, GO
 GH0848'WEST ON A SURFACED ROAD FOR 4.6 MILES TO A CROSSROAD, TURN
 GH0848'RIGHT, NORTH, ON GRADED ROAD, AND GO 1.75 MILES TO A DRIVEWAY
 GH0848'LEADING TO FARM HOME ON THE RIGHT AND THE STATION AS DESCRIBED
 GH0848'BELOW.
 GH0848'
 GH0848'STATION MARK IS A STANDARD DISK, STAMPED BUFFALO 1963, SET
 GH0848'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW
 GH0848'THE GROUND SURFACE.  IT IS 202 FEET WEST OF THE SOUTHWEST
 GH0848'CORNER OF THE FARM HOME, 63.0 FEET NORTH OF THE CENTERLINE
 GH0848'OF DRIVEWAY AND 34.0 FEET EAST OF THE CENTERLINE OF THE MAIN
 GH0848'ROAD.
 GH0848'
 GH0848'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUFFALO NO 1 1963,
 GH0848'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0848'THE GROUND AND AT ABOUT THE SAME ELEVATION AS THE STATION.  IT
 GH0848'IS 39 FEET EAST OF THE CENTERLINE OF THE ROAD, 7.7 FEET EAST
 GH0848'OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1.3 FEET
 GH0848'EAST OF A METAL WITNESS POST AND AT THE WEST END OF A LINE OF
 GH0848'EVERGREEN TREES.
 GH0848'
 GH0848'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUFFALO NO 2 1963,
 GH0848'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0848'THE GROUND AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GH0848'IT IS 29.5 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 15.5
 GH0848'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 1.2 FEET
 GH0848'NORTHWEST OF THE FENCE CORNER.
 GH0848'
 GH0848'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUFFALO 1963,
 GH0848'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GH0848'AND PROJECTING 2 INCHES.  TO REACH FROM THE STATION, GO NORTH
 GH0848'FOR 0.25 MILE TO A T ROAD AND THE AZIMUTH MARK IN THE SOUTHEAST
 GH0848'CORNER OF THE T INTERSECTION.  IT IS 40.5 FEET EAST OF THE
 GH0848'CENTERLINE OF THE NORTH-SOUTH ROAD, 36.5 FEET SOUTH OF THE
 GH0848'CENTERLINE OF THE EAST-WEST ROAD, 7.7 FEET EAST OF A FENCE
 GH0848'CORNER, 2.2 FEET WEST OF A METAL WITNESS POST AND 1.5 FEET
 GH0848'NORTH OF THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9774 ***********************************************************************
 DG9774  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9774  DESIGNATION -  BUFFALO CORS ARP
 DG9774  CORS_ID     -  OKBF
 DG9774  PID         -  DG9774
 DG9774  STATE/COUNTY-  OK/HARPER
 DG9774  COUNTRY     -  US
 DG9774  USGS QUAD   -  BUFFALO (2018)
 DG9774
 DG9774                         *CURRENT SURVEY CONTROL
 DG9774  ______________________________________________________________________
 DG9774* NAD 83(2011) POSITION- 36 49 40.88134(N) 099 38 28.84091(W)   ADJUSTED
 DG9774* NAD 83(2011) ELLIP HT-   539.835 (meters)        (04/??/25)   ADJUSTED
 DG9774* NAD 83(2011) EPOCH   -  2010.00
 DG9774  ______________________________________________________________________
 DG9774  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 DG9774  NAD 83(2011) X  -   -856,140.052 (meters)                     COMP
 DG9774  NAD 83(2011) Y  - -5,039,685.020 (meters)                     COMP
 DG9774  NAD 83(2011) Z  -  3,802,457.277 (meters)                     COMP
 DG9774
 DG9774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9774  Standards:
 DG9774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9774  -------------------------------------------------------------------
 DG9774  NETWORK    0.46   0.65           0.23   0.09   0.33     -0.48067100
 DG9774  -------------------------------------------------------------------
 DG9774
 DG9774.The coordinates were established by GPS observations
 DG9774.and adjusted by the National Geodetic Survey in April 2025.
 DG9774
 DG9774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9774.been affixed to the stable North American Tectonic Plate. 
 DG9774
 DG9774.The coordinates are valid at the epoch date displayed above
 DG9774.which is a decimal equivalence of Year/Month/Day.
 DG9774
 DG9774.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9774.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9774.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9774.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9774.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9774.published epoch of 2010.00.
 DG9774
 DG9774.Additional information on MYCS is available at:
 DG9774.https://geodesy.noaa.gov/CORS/index.shtml
 DG9774
 DG9774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9774.GEOID18 height accuracy estimate available here.
 DG9774
 DG9774.The PID for the CORS L1 Phase Center is DG9775.
 DG9774
 DG9774.Click photographs - Photos may exist for this station.
 DG9774
 DG9774.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9774
 DG9774.The ellipsoidal height was determined by GPS observations
 DG9774.and is referenced to NAD 83.
 DG9774
 DG9774. The following values were computed from the NAD 83(2011) position.
 DG9774
 DG9774;                    North         East     Units Scale Factor Converg.
 DG9774;SPC OK N     -   204,069.865   453,578.038   MT  1.00001177   -0 58 07.1
 DG9774;SPC OK N     -   669,519.22  1,488,113.95   sFT  1.00001177   -0 58 07.1
 DG9774;UTM  14      - 4,075,986.510   442,807.072   MT  0.99964030   -0 23 04.0
 DG9774
 DG9774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9774!SPC OK N     -   0.99991529  x   1.00001177  =   0.99992706
 DG9774!UTM  14      -   0.99991529  x   0.99964030  =   0.99955562
 DG9774
 DG9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4280775986(NAD 83)
 DG9774
 DG9774                          SUPERSEDED SURVEY CONTROL
 DG9774
 DG9774  NAD 83(2011)-  36 49 40.88148(N)    099 38 28.84091(W) AD(2010.00) c
 DG9774  ELLIP H (12/??/22)  539.850  (m)                       GP(2010.00) c c
 DG9774  NAD 83(2011)-  36 49 40.88148(N)    099 38 28.84090(W) AD(2010.00) c
 DG9774  ELLIP H (06/??/19)  539.841  (m)                       GP(2010.00) c c
 DG9774  NAD 83(2011)-  36 49 40.88148(N)    099 38 28.84092(W) AD(2010.00) c
 DG9774  ELLIP H (08/??/11)  539.834  (m)                       GP(2010.00) c c
 DG9774  NAD 83(CORS)-  36 49 40.88134(N)    099 38 28.84177(W) AD(2002.00) c
 DG9774  ELLIP H (04/??/05)  539.841  (m)                       GP(2002.00) c c
 DG9774
 DG9774.Superseded values are not recommended for survey control.
 DG9774
 DG9774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9774.See file dsdata.pdf to determine how the superseded data were derived.
 DG9774
 DG9774_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9774
 DG9774                          STATION DESCRIPTION
 DG9774
 DG9774'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9774'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9774'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9774'AND LOG FILES ACCESSIBLE AT:
 DG9774'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0735 ***********************************************************************
 GJ0735  DESIGNATION -  BUFFALO MUNICIPAL WATER TANK
 GJ0735  PID         -  GJ0735
 GJ0735  STATE/COUNTY-  OK/HARPER
 GJ0735  COUNTRY     -  US
 GJ0735  USGS QUAD   -  BUFFALO (2018)
 GJ0735
 GJ0735                         *CURRENT SURVEY CONTROL
 GJ0735  ______________________________________________________________________
 GJ0735* NAD 83(1997) POSITION- 36 50 16.97319(N) 099 38 02.26745(W)   ADJUSTED
 GJ0735  ______________________________________________________________________
 GJ0735  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 GJ0735  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 GJ0735  HORZ ORDER      -  THIRD
 GJ0735
 GJ0735.The horizontal coordinates were established by classical geodetic methods
 GJ0735.and adjusted by the National Geodetic Survey in October 1998.
 GJ0735
 GJ0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0735.GEOID18 height accuracy estimate available here.
 GJ0735
 GJ0735.Click photographs - Photos may exist for this station.
 GJ0735
 GJ0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0735
 GJ0735. The following values were computed from the NAD 83(1997) position.
 GJ0735
 GJ0735;                    North         East     Units Scale Factor Converg.
 GJ0735;SPC OK N     -   205,171.191   454,255.194   MT  1.00001380   -0 57 51.4
 GJ0735;SPC OK N     -   673,132.48  1,490,335.58   sFT  1.00001380   -0 57 51.4
 GJ0735;UTM  14      - 4,077,094.269   443,472.715   MT  0.99963936   -0 22 48.4
 GJ0735
 GJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4347277094(NAD 83)
 GJ0735
 GJ0735                          SUPERSEDED SURVEY CONTROL
 GJ0735
 GJ0735  NAD 83(1993)-  36 50 16.97300(N)    099 38 02.26764(W) AD(       ) 3
 GJ0735  NAD 83(1986)-  36 50 16.98088(N)    099 38 02.25231(W) AD(       ) 3
 GJ0735  NAD 27      -  36 50 16.87130(N)    099 38 00.83179(W) AD(       ) 3
 GJ0735
 GJ0735.Superseded values are not recommended for survey control.
 GJ0735
 GJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0735.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0735
 GJ0735_MARKER: 51 = TANK
 GJ0735
 GJ0735  HISTORY     - Date     Condition        Report By
 GJ0735  HISTORY     - 1935     FIRST OBSERVED   CGS
 GJ0735
 GJ0735                          STATION DESCRIPTION
 GJ0735
 GJ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0735'POINT OBSERVED UPON IS THE FINIAL ATOP THE 97-FOOT BLACK MUNICIPAL
 GJ0735'WATER TANK LOCATED 3-1/2 BLOCKS NORTH AND 3-1/2 BLOCKS WEST
 GJ0735'OF THE BUFFALO POST OFFICE.  THE TANK WAS ERECTED IN 1922.
 GJ0735'
 GJ0735'STATION OBSERVED UPON FROM STATIONS KIBBY, GEORGE, COOPER AND
 GJ0735'PARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0971 ***********************************************************************
 EK0971  DESIGNATION -  BULL
 EK0971  PID         -  EK0971
 EK0971  STATE/COUNTY-  OK/CHOCTAW
 EK0971  COUNTRY     -  US
 EK0971  USGS QUAD   -  SOBOL (2019)
 EK0971
 EK0971                         *CURRENT SURVEY CONTROL
 EK0971  ______________________________________________________________________
 EK0971* NAD 83(1993) POSITION- 34 07 55.70241(N) 095 14 20.01455(W)   ADJUSTED
 EK0971* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 EK0971  ______________________________________________________________________
 EK0971  GEOID HEIGHT    -        -29.793 (meters)                     GEOID18
 EK0971  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 EK0971  HORZ ORDER      -  FIRST
 EK0971
 EK0971.The horizontal coordinates were established by classical geodetic methods
 EK0971.and adjusted by the National Geodetic Survey in November 1994.
 EK0971
 EK0971.The orthometric height was scaled from a topographic map.
 EK0971
 EK0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0971.GEOID18 height accuracy estimate available here.
 EK0971
 EK0971.Click photographs - Photos may exist for this station.
 EK0971
 EK0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0971
 EK0971. The following values were computed from the NAD 83(1993) position.
 EK0971
 EK0971;                    North         East     Units Scale Factor Converg.
 EK0971;SPC OK S     -    92,089.390   854,648.431   MT  0.99996687   +1 34 02.1
 EK0971;SPC OK S     -   302,129.94  2,803,959.06   sFT  0.99996687   +1 34 02.1
 EK0971;UTM  15      - 3,779,071.542   293,544.174   MT  1.00012545   -1 15 24.1
 EK0971
 EK0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0971!SPC OK S     -   0.99996448  x   0.99996687  =   0.99993135
 EK0971!UTM  15      -   0.99996448  x   1.00012545  =   1.00008993
 EK0971
 EK0971:                Primary Azimuth Mark                     Grid Az
 EK0971:SPC OK S     -  BULL AZ MK                               120 04 34.0
 EK0971:UTM  15      -  BULL AZ MK                               122 54 00.2
 EK0971
 EK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9354479071(NAD 83)
 EK0971
 EK0971|---------------------------------------------------------------------|
 EK0971| PID    Reference Object                     Distance      Geod. Az  |
 EK0971|                                                           dddmmss.s |
 EK0971| CX9936 BULL RM 1                            13.393 METERS 05438     |
 EK0971| CX9935 BULL AZ MK                                         1213836.1 |
 EK0971| CX9937 BULL RM 2                            13.363 METERS 17639     |
 EK0971|---------------------------------------------------------------------|
 EK0971
 EK0971                          SUPERSEDED SURVEY CONTROL
 EK0971
 EK0971  NAD 83(1986)-  34 07 55.70793(N)    095 14 20.00297(W) AD(       ) 1
 EK0971  NAD 27      -  34 07 55.33700(N)    095 14 19.16300(W) AD(       ) 1
 EK0971
 EK0971.Superseded values are not recommended for survey control.
 EK0971
 EK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0971.See file dsdata.pdf to determine how the superseded data were derived.
 EK0971
 EK0971_MARKER: DS = TRIANGULATION STATION DISK
 EK0971_SETTING: 66 = SET IN ROCK OUTCROP
 EK0971_STAMPING: BULL 1951
 EK0971_MARK LOGO: CGS
 EK0971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0971+STABILITY: POSITION/ELEVATION WELL
 EK0971
 EK0971  HISTORY     - Date     Condition        Report By
 EK0971  HISTORY     - 1951     MONUMENTED       CGS
 EK0971
 EK0971                          STATION DESCRIPTION
 EK0971
 EK0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0971'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 EK0971'FT. TOWSON, ON A PROMINENT HILL AND JUST SOUTHWEST OF A
 EK0971'FOREST SERVICE LOOKOUT TOWER.  IT IS 30.4 FEET SOUTHWEST
 EK0971'OF THE SOUTHWEST LEG OF THE FIRE TOWER.  THE MARK IS SET
 EK0971'IN A DRILL HOLE IN OUTCROPPING BED ROCK.  THE MARK IS FLUSH
 EK0971'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BULL
 EK0971'1951.
 EK0971'
 EK0971'REFERENCE MARK NO. 1 IS SET IN THE CONCRETE BASE OF THE SOUTHEAST
 EK0971'LEG, OF THE LOOKOUT TOWER.  THE DISK IS STAMPED BULL NO 1 1951.
 EK0971'
 EK0971'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN A BOULDER
 EK0971'AND ON THE SOUTH CREST OF THE HILL.  THE BOULDER PROJECTS
 EK0971'ABOUT 2 FEET AND THE DISK IS STAMPED BULL NO 1 1951.
 EK0971'
 EK0971'AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION.
 EK0971'IT IS 9 FEET NORTH OF A WIRE GATE, 1 FOOT WEST OF A FENCE
 EK0971'AND 1 FOOT SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 EK0971'6 INCHES AND THE DISK IS STAMPED BULL 1951.
 EK0971'
 EK0971'TO REACH FROM THE POST OFFICE IN FT. TOWSON, GO WEST ON
 EK0971'HIGHWAY 70 FOR 0.35 MILE TO CROSSROADS AT A CONOCO STATION
 EK0971'ON THE RIGHT, TURN RIGHT AND GO NORTH AND WEST FOR 0.25
 EK0971'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW THE MAIN
 EK0971'ROAD NORTHERLY FOR 4.05 MILES TO A T-INTERSECTION, TURN
 EK0971'RIGHT AND GO EAST AND NORTH FOR 1.6 MILES TO FORKS, KEEP
 EK0971'LEFT ON THE MAIN ROAD UP HILL FOR 2.9 MILES TO A SIDE ROAD
 EK0971'RIGHT, CONTINUE NORTH FOR 0.55 MILE TO A SIDE ROAD LEFT,
 EK0971'TURN LEFT AND GO SOUTHWESTERLY UP HILL FOR 0.85 MILE TO
 EK0971'THE TOP OF HILL AND THE STATION.
 EK0971'
 EK0971'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 EK0971'FOR 0.85 MILE TO A T-INTERSECTION, TURN RIGHT (SOUTH) 0.55
 EK0971'MILE TO A SIDE ROAD LEFT, CONTINUE SOUTH FOR 0.4 MILE TO
 EK0971'A WOODEN GATE ON THE LEFT, TURN LEFT AND GO SOUTHEAST ACROSS
 EK0971'FIELD FOR 0.1 MILE TO A WIRE GATE AND THE MARK.
 EK0971'
 EK0971'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0972 ***********************************************************************
 EK0972  DESIGNATION -  BULL CREEK LOOKOUT TOWER
 EK0972  PID         -  EK0972
 EK0972  STATE/COUNTY-  OK/CHOCTAW
 EK0972  COUNTRY     -  US
 EK0972  USGS QUAD   -  SOBOL (2019)
 EK0972
 EK0972                         *CURRENT SURVEY CONTROL
 EK0972  ______________________________________________________________________
 EK0972* NAD 83(1993) POSITION- 34 07 56.07198(N) 095 14 19.70123(W)   ADJUSTED
 EK0972  ______________________________________________________________________
 EK0972  GEOID HEIGHT    -        -29.793 (meters)                     GEOID18
 EK0972  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 EK0972  HORZ ORDER      -  THIRD
 EK0972
 EK0972.The horizontal coordinates were established by classical geodetic methods
 EK0972.and adjusted by the National Geodetic Survey in November 1994.
 EK0972
 EK0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0972.GEOID18 height accuracy estimate available here.
 EK0972
 EK0972.Click photographs - Photos may exist for this station.
 EK0972
 EK0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0972
 EK0972. The following values were computed from the NAD 83(1993) position.
 EK0972
 EK0972;                    North         East     Units Scale Factor Converg.
 EK0972;SPC OK S     -    92,100.992   854,656.144   MT  0.99996685   +1 34 02.3
 EK0972;SPC OK S     -   302,168.00  2,803,984.37   sFT  0.99996685   +1 34 02.3
 EK0972;UTM  15      - 3,779,082.752   293,552.451   MT  1.00012541   -1 15 23.9
 EK0972
 EK0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9355279082(NAD 83)
 EK0972
 EK0972                          SUPERSEDED SURVEY CONTROL
 EK0972
 EK0972  NAD 83(1986)-  34 07 56.07782(N)    095 14 19.68970(W) AD(       ) 3
 EK0972  NAD 27      -  34 07 55.71200(N)    095 14 18.83500(W) AD(       ) 3
 EK0972
 EK0972.Superseded values are not recommended for survey control.
 EK0972
 EK0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0972.See file dsdata.pdf to determine how the superseded data were derived.
 EK0972
 EK0972_MARKER: 57 = LOOKOUT TOWER
 EK0972
 EK0972  HISTORY     - Date     Condition        Report By
 EK0972  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0972
 EK0972                          STATION DESCRIPTION
 EK0972
 EK0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0972'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF FT
 EK0972'TOWSON, ON A PROMINENT HILL.  IT IS ABOUT 110 FEET HIGH, FOUR
 EK0972'LEGGED AND OF STEEL CONSTRUCTION.
 EK0972'
 EK0972'THE POINT INTERSECTED WAS THE CENTER OF THE CAGE ON TOP OF
 EK0972'THE TOWER.
 EK0972'
 EK0972'STATION MAY BE REACHED FROM THE POST OFFICE IN FT. TOWSON BY
 EK0972'GOING WEST ON U.S. HIGHWAY 70 FOR 0.35 MILE TO A CROSSROADS AT
 EK0972'A SERVICE STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH AND
 EK0972'WEST FOR 0.25 MILE TO A SIDE ROAD TO THE RIGHT.  TURN RIGHT
 EK0972'AND FOLLOW THE MAIN ROAD NORTHERLY FOR 4.85 MILES TO A
 EK0972'T-INTERSECTION OF ROADS.  THENCE RIGHT AND EAST AND NORTH FOR 1.6
 EK0972'MILES TO A ROAD FORKS.  KEEP LEFT ON MAIN ROAD, UP HILL, FOR 2.9
 EK0972'MILES TO A SIDE ROAD TO THE RIGHT.  CONTINUE NORTH FOR 0.55
 EK0972'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EK0972'SOUTHWESTERLY, UP HILL, FOR 0.85 MILES TO THE TOP OF THE
 EK0972'HILL AND THE STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1010 ***********************************************************************
 GH1010  DESIGNATION -  BURBANK
 GH1010  PID         -  GH1010
 GH1010  STATE/COUNTY-  OK/OSAGE
 GH1010  COUNTRY     -  US
 GH1010  USGS QUAD   -  BURBANK (2018)
 GH1010
 GH1010                         *CURRENT SURVEY CONTROL
 GH1010  ______________________________________________________________________
 GH1010* NAD 83(1997) POSITION- 36 41 36.30175(N) 096 39 30.65511(W)   ADJUSTED
 GH1010* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 GH1010  ______________________________________________________________________
 GH1010  GEOID HEIGHT    -        -28.632 (meters)                     GEOID18
 GH1010  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC18
 GH1010  HORZ ORDER      -  FIRST
 GH1010
 GH1010.The horizontal coordinates were established by classical geodetic methods
 GH1010.and adjusted by the National Geodetic Survey in October 1998.
 GH1010
 GH1010.The orthometric height was scaled from a topographic map.
 GH1010
 GH1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1010.GEOID18 height accuracy estimate available here.
 GH1010
 GH1010.Click photographs - Photos may exist for this station.
 GH1010
 GH1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1010
 GH1010. The following values were computed from the NAD 83(1997) position.
 GH1010
 GH1010;                    North         East     Units Scale Factor Converg.
 GH1010;SPC OK N     -   188,722.785   719,880.172   MT  0.99998746   +0 47 30.0
 GH1010;SPC OK N     -   619,168.00  2,361,806.86   sFT  0.99998746   +0 47 30.0
 GH1010;UTM  14      - 4,063,417.915   709,186.355   MT  1.00013914   +1 23 58.6
 GH1010
 GH1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1010!SPC OK N     -   0.99994845  x   0.99998746  =   0.99993591
 GH1010!UTM  14      -   0.99994845  x   1.00013914  =   1.00008758
 GH1010
 GH1010:                Primary Azimuth Mark                     Grid Az
 GH1010:SPC OK N     -  BURBANK AZ MK                            010 03 19.5
 GH1010:UTM  14      -  BURBANK AZ MK                            009 26 50.9
 GH1010
 GH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0918663417(NAD 83)
 GH1010
 GH1010|---------------------------------------------------------------------|
 GH1010| PID    Reference Object                     Distance      Geod. Az  |
 GH1010|                                                           dddmmss.s |
 GH1010| CI1302 BURBANK AZ MK                                      0105049.5 |
 GH1010| CI1303 BURBANK RM 1                         20.963 METERS 19135     |
 GH1010| GH1011 BURBANK MUNICIPAL TANK              APPROX. 6.1 KM 2715405.7 |
 GH1010| CI1304 BURBANK RM 2                         15.326 METERS 28325     |
 GH1010| GH1002 SHIDLER MUNICIPAL TANK              APPROX. 9.7 KM 3573814.3 |
 GH1010|---------------------------------------------------------------------|
 GH1010
 GH1010                          SUPERSEDED SURVEY CONTROL
 GH1010
 GH1010  NAD 83(1993)-  36 41 36.30169(N)    096 39 30.65520(W) AD(       ) 1
 GH1010  NAD 83(1986)-  36 41 36.31551(N)    096 39 30.64147(W) AD(       ) 1
 GH1010  NAD 27      -  36 41 36.17392(N)    096 39 29.51426(W) AD(       ) 1
 GH1010
 GH1010.Superseded values are not recommended for survey control.
 GH1010
 GH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1010.See file dsdata.pdf to determine how the superseded data were derived.
 GH1010
 GH1010_MARKER: DS = TRIANGULATION STATION DISK
 GH1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1010_STAMPING: BURBANK 1935
 GH1010_MARK LOGO: CGS
 GH1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1010+STABILITY: SURFACE MOTION
 GH1010
 GH1010  HISTORY     - Date     Condition        Report By
 GH1010  HISTORY     - 1935     MONUMENTED       CGS
 GH1010  HISTORY     - 1959     GOOD             USGS
 GH1010
 GH1010                          STATION DESCRIPTION
 GH1010
 GH1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1010'STATION IS LOCATED IN SECTION 33, T. 26 N., R. 6 E., ABOUT 3-1/2
 GH1010'MILES EAST OF BURBANK, ON TOP OF A LOW, FLAT RIDGE, ON LAND
 GH1010'BELONGING TO THE OSAGE INDIAN AGENCY.  OIL WELLS SURROUND HILL.
 GH1010'STATION IS IN PASTURE LAND.
 GH1010'
 GH1010'TO REACH STATION FROM RAILROAD CROSSING IN BURBANK, GO EAST ON
 GH1010'U.S. HIGHWAY 60 FOR 2.45 MILES TO JUNCTION OF STATE HIGHWAY 18 AND
 GH1010'A CONOCO SERVICE STATION, CONTINUE EAST ON U.S. HIGHWAY 60
 GH1010'FOR 1.6 MILES TO TOP OF HILL AND A GRAY HOUSE NORTH OF ROAD.
 GH1010'LEAVE U.S. HIGHWAY 60, TURN RIGHT THROUGH CATTLE GUARD AND
 GH1010'FOLLOW A DIRT ROAD SOUTH AND WEST FOR 0.35 MILE, THEN TURN
 GH1010'LEFT AND GO SOUTH ON DIRT ROAD FOR 0.45 MILE TO WHERE IT TURNS
 GH1010'SOUTHWEST.  LEAVE DIRT ROAD AND TURN LEFT ACROSS PIPELINE.
 GH1010'GO SOUTH ON DIM PRAIRIE ROAD FOR 0.25 MILE TO TOP OF RIDGE.
 GH1010'TURN LEFT, GO EAST FOR 0.2 MILE ALONG TOP OF RIDGE TO
 GH1010'HIGHEST POINT AND STATION.
 GH1010'
 GH1010'REFERENCE MARK NO. 1 IS LOCATED 68.78 FEET SOUTH OF STATION.
 GH1010'
 GH1010'REFERENCE MARK NO. 2 IS LOCATED 50.28 FEET WEST OF STATION.
 GH1010'
 GH1010'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.5 MILE NORTH OF STATION,
 GH1010'0.1 MILE EAST OF CATTLE GUARD, 30 FEET SOUTH OF CENTER LINE
 GH1010'OF EAST-WEST ROAD IN FENCE LINE.
 GH1010'
 GH1010'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 GH1010'AS DESCRIBED.
 GH1010'
 GH1010'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH1010
 GH1010                          STATION RECOVERY (1959)
 GH1010
 GH1010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GH1010'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1011 ***********************************************************************
 GH1011  DESIGNATION -  BURBANK MUNICIPAL TANK
 GH1011  PID         -  GH1011
 GH1011  STATE/COUNTY-  OK/OSAGE
 GH1011  COUNTRY     -  US
 GH1011  USGS QUAD   -  BURBANK (2018)
 GH1011
 GH1011                         *CURRENT SURVEY CONTROL
 GH1011  ______________________________________________________________________
 GH1011* NAD 83(1997) POSITION- 36 41 42.79738(N) 096 43 36.23350(W)   ADJUSTED
 GH1011  ______________________________________________________________________
 GH1011  GEOID HEIGHT    -        -28.724 (meters)                     GEOID18
 GH1011  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 GH1011  HORZ ORDER      -  THIRD
 GH1011
 GH1011.The horizontal coordinates were established by classical geodetic methods
 GH1011.and adjusted by the National Geodetic Survey in October 1998.
 GH1011
 GH1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1011.GEOID18 height accuracy estimate available here.
 GH1011
 GH1011.Click photographs - Photos may exist for this station.
 GH1011
 GH1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1011
 GH1011. The following values were computed from the NAD 83(1997) position.
 GH1011
 GH1011;                    North         East     Units Scale Factor Converg.
 GH1011;SPC OK N     -   188,840.907   713,781.845   MT  0.99998774   +0 45 05.1
 GH1011;SPC OK N     -   619,555.54  2,341,799.27   sFT  0.99998774   +0 45 05.1
 GH1011;UTM  14      - 4,063,471.357   703,086.288   MT  1.00010815   +1 21 31.9
 GH1011
 GH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0308663471(NAD 83)
 GH1011
 GH1011                          SUPERSEDED SURVEY CONTROL
 GH1011
 GH1011  NAD 83(1993)-  36 41 42.79730(N)    096 43 36.23343(W) AD(       ) 3
 GH1011  NAD 83(1986)-  36 41 42.81120(N)    096 43 36.21972(W) AD(       ) 3
 GH1011  NAD 27      -  36 41 42.66904(N)    096 43 35.09121(W) AD(       ) 3
 GH1011
 GH1011.Superseded values are not recommended for survey control.
 GH1011
 GH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1011.See file dsdata.pdf to determine how the superseded data were derived.
 GH1011
 GH1011_MARKER: 53 = ELEVATED TANK
 GH1011
 GH1011  HISTORY     - Date     Condition        Report By
 GH1011  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH1011
 GH1011                          STATION DESCRIPTION
 GH1011
 GH1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1011'POINT OBSERVED UPON IS FINIAL OF THE MUNICIPAL WATER TANK
 GH1011'OF THE TOWN OF BURBANK.  IT IS LOCATED AT THE EASTERN SIDE OF
 GH1011'TOWN ON A HIGH HILL.  IT IS ABOUT 80 FEET HIGH.
 GH1011'
 GH1011'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS BURBANK,
 GH1011'COOPER, FAIRFAX, OSAGE AND RALSTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0787 ***********************************************************************
 EL0787  DESIGNATION -  BURCH
 EL0787  PID         -  EL0787
 EL0787  STATE/COUNTY-  OK/JOHNSTON
 EL0787  COUNTRY     -  US
 EL0787  USGS QUAD   -  TROY (2018)
 EL0787
 EL0787                         *CURRENT SURVEY CONTROL
 EL0787  ______________________________________________________________________
 EL0787* NAD 83(1993) POSITION- 34 17 49.83467(N) 096 46 48.16580(W)   ADJUSTED
 EL0787* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 EL0787  ______________________________________________________________________
 EL0787  GEOID HEIGHT    -        -25.531 (meters)                     GEOID18
 EL0787  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 EL0787  HORZ ORDER      -  SECOND
 EL0787
 EL0787.The horizontal coordinates were established by classical geodetic methods
 EL0787.and adjusted by the National Geodetic Survey in November 1994.
 EL0787
 EL0787.The orthometric height was scaled from a topographic map.
 EL0787
 EL0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0787.GEOID18 height accuracy estimate available here.
 EL0787
 EL0787.Click photographs - Photos may exist for this station.
 EL0787
 EL0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0787
 EL0787. The following values were computed from the NAD 83(1993) position.
 EL0787
 EL0787;                    North         East     Units Scale Factor Converg.
 EL0787;SPC OK S     -   107,591.151   712,302.662   MT  0.99994842   +0 41 32.9
 EL0787;SPC OK S     -   352,988.63  2,336,946.32   sFT  0.99994842   +0 41 32.9
 EL0787;UTM  14      - 3,797,338.063   704,310.076   MT  1.00011457   +1 15 04.8
 EL0787
 EL0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0787!SPC OK S     -   0.99996115  x   0.99994842  =   0.99990957
 EL0787!UTM  14      -   0.99996115  x   1.00011457  =   1.00007571
 EL0787
 EL0787:                Primary Azimuth Mark                     Grid Az
 EL0787:SPC OK S     -  BURCH AZ MK                              183 11 53.1
 EL0787:UTM  14      -  BURCH AZ MK                              182 38 21.2
 EL0787
 EL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0431097338(NAD 83)
 EL0787
 EL0787|---------------------------------------------------------------------|
 EL0787| PID    Reference Object                     Distance      Geod. Az  |
 EL0787|                                                           dddmmss.s |
 EL0787| CX9939 BURCH RM 1                          110.490 METERS 14904     |
 EL0787| CX9938 BURCH AZ MK                                        1835326.0 |
 EL0787| CX9940 BURCH RM 2                          168.734 METERS 28355     |
 EL0787|---------------------------------------------------------------------|
 EL0787
 EL0787                          SUPERSEDED SURVEY CONTROL
 EL0787
 EL0787  NAD 83(1986)-  34 17 49.83963(N)    096 46 48.15767(W) AD(       ) 2
 EL0787  NAD 27      -  34 17 49.50250(N)    096 46 47.13710(W) AD(       ) 2
 EL0787
 EL0787.Superseded values are not recommended for survey control.
 EL0787
 EL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0787.See file dsdata.pdf to determine how the superseded data were derived.
 EL0787
 EL0787_MARKER: DS = TRIANGULATION STATION DISK
 EL0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0787_STAMPING: BURCH 1954
 EL0787_MARK LOGO: CGS
 EL0787_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EL0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0787+STABILITY: SURFACE MOTION
 EL0787
 EL0787  HISTORY     - Date     Condition        Report By
 EL0787  HISTORY     - 1954     MONUMENTED       CGS
 EL0787  HISTORY     - 1961     GOOD             USGS
 EL0787  HISTORY     - 19920728 GOOD             LOCENG
 EL0787  HISTORY     - 20020227 POOR             NONE
 EL0787
 EL0787                          STATION DESCRIPTION
 EL0787
 EL0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0787'THE STATION IS ABOUT 13 MILES NORTHWEST OF TISHOMINGO, ABOUT
 EL0787'5 MILES NORTH OF RAVIA ABOUT 2 MILES SOUTH OF TROY AND 0.1
 EL0787'MILE EAST OF STATE HIGHWAY 12 ON PROPERTY OWNED BY MR. CLARENCE
 EL0787'BURCH.  IT IS 20 FEET SOUTH OF A TRACK ROAD ACROSS THE PASTURE.
 EL0787'IT IS STAMPED BURCH 1954 AND PROJECTS 6 INCHES.
 EL0787'
 EL0787'REFERENCE MARK NO. 1 IS 2 FEET NORTHWEST OF A CLUSTER OF
 EL0787'5 OAK TREES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EL0787'IT IS STAMPED BURCH NO 1 1954 AND PROJECTS 6 INCHES.
 EL0787'
 EL0787'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTERLINE OF
 EL0787'STATE HIGHWAY 12, 24 FEET SOUTH OF A GATE, 1 FOOT NORTH OF
 EL0787'A WITNESS POST AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED
 EL0787'BURCH NO 2 1954 AND PROJECTS 6 INCHES.
 EL0787'
 EL0787'THE AZIMUTH MARK IS 60 FEET EAST OF THE CENTERLINE OF STATE
 EL0787'HIGHWAY 12, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A
 EL0787'WITNESS POST.  IT IS STAMPED BURCH 1954 AND PROJECTS 4 INCHES.
 EL0787'
 EL0787'TO REACH THE STATION FROM THE POST OFFICE IN RAVIA, GO EAST
 EL0787'ON STATE HIGHWAY 12 FOR 0.1 MILE TO THE JUNCTION OF STATE
 EL0787'HIGHWAYS 12 AND 22, TURN LEFT AND GO NORTHERLY ON STATE
 EL0787'HIGHWAY 12 FOR 3.25 MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE
 EL0787'STRAIGHT AHEAD ON STATE 12 FOR 1.05 MILES TO A SIGN, BURCH
 EL0787'ANGUS RANCH, ON THE LEFT AND A GATE ON THE RIGHT.  TURN
 EL0787'RIGHT, EAST, PASS THROUGH GATE AND GO 0.1 MILE TO TOP OF
 EL0787'RISE AND THE STATION ON THE RIGHT.
 EL0787'
 EL0787'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
 EL0787
 EL0787                          STATION RECOVERY (1961)
 EL0787
 EL0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0787'STATION WAS FOUND IN GOOD CONDITION.
 EL0787'
 EL0787'ROUTE DESCRIPTION OK.  THE STATION IS ABOUT 13 MI. NE OF
 EL0787'TISHOMINGO, ABOUT 5 MILES N OF RAVIA AND ABOUT 2 MI. S. OF
 EL0787'TROY.  IT IS ABOUT 0.1 MI. E OF STATE HIGHWAY 12.  THE STATION
 EL0787'IS 364 FT N 46 DEG W OF A FENCE CORNER, 144 FT N OF EAST-WEST
 EL0787'FENCE LINE, 119 FT N OF FIELD RD.  IT IS STAMPED BURCH 1954
 EL0787'AND PROJECTS 6 INCHES.
 EL0787
 EL0787                          STATION RECOVERY (1992)
 EL0787
 EL0787'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (RLG)
 EL0787'TRACK ROAD DESCRIPTION TO STATION HAS BEEN MOVED SOUTH.  TRI STATION
 EL0787'OBLITERATED, ONLY CONCRETE BASE LEFT W/BROKEN BRASS ROD.  RM 2
 EL0787'DISTANCE OK, ONLY CONCRETE BASE LEFT W/BROKEN BRASS ROD.  RM 1
 EL0787'MISSING, HOLE IN GROUND, AT LOCATION.  AZIMUTH MARK GOOD CONDITION.
 EL0787
 EL0787                          STATION RECOVERY (2002)
 EL0787
 EL0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0787'BASE OF MONUMENT IS STILL IN PLACE. TOP WITH CAP HAS BEEN KNOCKED OFF
 EL0787'BY FARMER, WITH TRACTOR. BASE IS +-0.5' UNDER GROUND. STACKED MONUMENT
 EL0787'OUT BY USING DOT TRI-STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0554 ***********************************************************************
 FK0554  DESIGNATION -  BURGTORF
 FK0554  PID         -  FK0554
 FK0554  STATE/COUNTY-  OK/CUSTER
 FK0554  COUNTRY     -  US
 FK0554  USGS QUAD   -  CLINTON NE (2018)
 FK0554
 FK0554                         *CURRENT SURVEY CONTROL
 FK0554  ______________________________________________________________________
 FK0554* NAD 83(1993) POSITION- 35 38 05.90375(N) 098 49 59.92995(W)   ADJUSTED
 FK0554* NAVD 88 ORTHO HEIGHT -   559.    (meters)     1834.    (feet) SCALED
 FK0554  ______________________________________________________________________
 FK0554  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 FK0554  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 FK0554  HORZ ORDER      -  FIRST
 FK0554
 FK0554.The horizontal coordinates were established by classical geodetic methods
 FK0554.and adjusted by the National Geodetic Survey in November 1994.
 FK0554
 FK0554.The orthometric height was scaled from a topographic map.
 FK0554
 FK0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0554.GEOID18 height accuracy estimate available here.
 FK0554
 FK0554.Click photographs - Photos may exist for this station.
 FK0554
 FK0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0554
 FK0554. The following values were computed from the NAD 83(1993) position.
 FK0554
 FK0554;                    North         East     Units Scale Factor Converg.
 FK0554;SPC OK N     -    70,776.118   524,522.437   MT  0.99998830   -0 29 30.4
 FK0554;SPC OK N     -   232,204.65  1,720,870.70   sFT  0.99998830   -0 29 30.4
 FK0554;UTM  14      - 3,943,475.676   515,091.957   MT  0.99960281   +0 05 49.6
 FK0554
 FK0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0554!SPC OK N     -   0.99991650  x   0.99998830  =   0.99990480
 FK0554!UTM  14      -   0.99991650  x   0.99960281  =   0.99951935
 FK0554
 FK0554:                Primary Azimuth Mark                     Grid Az
 FK0554:SPC OK N     -  CUSTER MUNICIPAL WATER TANK              305 00 21.6
 FK0554:UTM  14      -  CUSTER MUNICIPAL WATER TANK              304 25 01.6
 FK0554
 FK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1509143475(NAD 83)
 FK0554
 FK0554|---------------------------------------------------------------------|
 FK0554| PID    Reference Object                     Distance      Geod. Az  |
 FK0554|                                                           dddmmss.s |
 FK0554| FK0553 THOMAS MUNICIPAL WATER TANK         APPROX.15.1 KM 0302730.2 |
 FK0554| CK9067 BURGTORF AZ MK                                     0422843.1 |
 FK0554| CK9068 BURGTORF RM 1                        12.551 METERS 09613     |
 FK0554| FK0556 ARAPAHOE TANK                       APPROX.13.6 KM 2423524.6 |
 FK0554| CK9069 BURGTORF RM 2                        34.395 METERS 26711     |
 FK0554| FK0560 CUSTER MUNICIPAL WATER TANK         APPROX. 6.2 KM 3043051.2 |
 FK0554|---------------------------------------------------------------------|
 FK0554
 FK0554                          SUPERSEDED SURVEY CONTROL
 FK0554
 FK0554  NAD 83(1986)-  35 38 05.90747(N)    098 49 59.91765(W) AD(       ) 1
 FK0554  NAD 27      -  35 38 05.72012(N)    098 49 58.61438(W) AD(       ) 1
 FK0554
 FK0554.Superseded values are not recommended for survey control.
 FK0554
 FK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0554.See file dsdata.pdf to determine how the superseded data were derived.
 FK0554
 FK0554_MARKER: DS = TRIANGULATION STATION DISK
 FK0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0554_STAMPING: BURGTORF 1934
 FK0554_MARK LOGO: CGS
 FK0554_PROJECTION: PROJECTING 20 CENTIMETERS
 FK0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0554+STABILITY: SURFACE MOTION
 FK0554
 FK0554  HISTORY     - Date     Condition        Report By
 FK0554  HISTORY     - 1934     MONUMENTED       CGS
 FK0554  HISTORY     - 1956     SEE DESCRIPTION  USGS
 FK0554
 FK0554                          STATION DESCRIPTION
 FK0554
 FK0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0554'STATION IS LOCATED ABOUT 3-1/4 MILES EAST AND 2-1/4 MILES SOUTH
 FK0554'OF CUSTER, OKLAHOMA IN NORTHEAST QUARTER OF SEC. 5, T. 14 N.,
 FK0554'R. 15 W., 8 FEET NORTH OF 1/4 SECTION FENCE AND NEAR THE
 FK0554'CENTER OF THE 1/4 SECTION, ON LAND OWNED BY C.A. BURGTORF AND
 FK0554'WHICH IS PLANTED IN WHEAT.  MARK PROJECTS ABOUT 8 INCHES.
 FK0554'
 FK0554'REACHED FROM CUSTER BY GOING EAST ON STATE HIGHWAY 33 FOR
 FK0554'3.2 MILES BEYOND ITS INTERSECTION WITH MAIN STREET TO POINT
 FK0554'WHERE HIGHWAY TURNS NORTH.  TURN SOUTH FOR 2.0 MILES, THENCE
 FK0554'WEST 0.35 MILE TO GAP IN SOUTH FENCE JUST WEST OF HOUSE
 FK0554'FOUNDATION ON NORTH SIDE OF ROAD.  STATION IS 1/4 MILE SOUTH
 FK0554'OF THIS GAP NEAR SOUTH 1/4 FENCE LINE.  MAY BE REACHED BY
 FK0554'DRIVING AROUND FIELD OR IF POSSIBLE BY DRIVING DUE SOUTH
 FK0554'TO MARK.
 FK0554'
 FK0554'REFERENCE MARK NO. 1 IS 12.551 METERS (70.71 FEET)* DUE
 FK0554'EAST OF STATION SET JUST NORTH OF 1/4 SECTION FENCE LINE.
 FK0554'
 FK0554'REFERENCE MARK NO. 2 IS 34.395 METERS (112.85 FEET) DUE WEST
 FK0554'OF STATION SET IN SAME FENCE LINE.
 FK0554'
 FK0554'AZIMUTH MARK IS DISTANT 0.5 MILE NORTHEAST, REACHED BY GOING NORTH
 FK0554'1/4 MILE FROM STATION, THENCE EAST 0.35 MILE, THENCE NORTH
 FK0554'0.1 MILE TO MARK 20 FEET WEST OF CENTERLINE OF ROAD IN WEST
 FK0554'RIGHT-OF-WAY FENCE LINE.
 FK0554'
 FK0554'*OBVIOUSLY SOME ERROR IN CONVERTING.
 FK0554'
 FK0554'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 FK0554
 FK0554                          STATION RECOVERY (1956)
 FK0554
 FK0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FK0554'AZIMUTH MARK NOT FOUND.  PHYSICAL SITE FALLS IN DITCH, PROBABLY
 FK0554'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0766 ***********************************************************************
 EM0766  DESIGNATION -  BURKE
 EM0766  PID         -  EM0766
 EM0766  STATE/COUNTY-  OK/TILLMAN
 EM0766  COUNTRY     -  US
 EM0766  USGS QUAD   -  AUGAR CREEK (2018)
 EM0766
 EM0766                         *CURRENT SURVEY CONTROL
 EM0766  ______________________________________________________________________
 EM0766* NAD 83(1993) POSITION- 34 12 27.45239(N) 098 50 12.65941(W)   ADJUSTED
 EM0766* NAVD 88 ORTHO HEIGHT -   362.14  (+/-2cm)     1188.1   (feet) VERTCON3
 EM0766  ______________________________________________________________________
 EM0766  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 EM0766  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 EM0766  HORZ ORDER      -  SECOND
 EM0766  VERT ORDER      -  THIRD ? (See Below)
 EM0766
 EM0766.The horizontal coordinates were established by classical geodetic methods
 EM0766.and adjusted by the National Geodetic Survey in November 1994.
 EM0766
 EM0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0766
 EM0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0766.GEOID18 height accuracy estimate available here.
 EM0766
 EM0766.The vertical order pertains to the NGVD 29 superseded value.
 EM0766
 EM0766.Click photographs - Photos may exist for this station.
 EM0766
 EM0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0766
 EM0766. The following values were computed from the NAD 83(1993) position.
 EM0766
 EM0766;                    North         East     Units Scale Factor Converg.
 EM0766;SPC OK S     -    97,299.080   522,880.582   MT  0.99995741   -0 28 30.0
 EM0766;SPC OK S     -   319,222.06  1,715,484.04   sFT  0.99995741   -0 28 30.0
 EM0766;SPC TXNC     - 2,281,838.423   568,953.808   MT  1.00007612   -0 11 01.4
 EM0766;SPC TXNC     - 7,486,331.56  1,866,642.62   sFT  1.00007612   -0 11 01.4
 EM0766;UTM  14      - 3,785,189.519   515,029.816   MT  0.99960278   +0 05 30.2
 EM0766
 EM0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0766!SPC OK S     -   0.99994749  x   0.99995741  =   0.99990490
 EM0766!SPC TXNC     -   0.99994749  x   1.00007612  =   1.00002360
 EM0766!UTM  14      -   0.99994749  x   0.99960278  =   0.99955029
 EM0766
 EM0766:                Primary Azimuth Mark                     Grid Az
 EM0766:SPC OK S     -  BURKE AZ MK                              172 37 45.7
 EM0766:SPC TXNC     -  BURKE AZ MK                              172 20 17.1
 EM0766:UTM  14      -  BURKE AZ MK                              172 03 45.5
 EM0766
 EM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1502985189(NAD 83)
 EM0766
 EM0766|---------------------------------------------------------------------|
 EM0766| PID    Reference Object                     Distance      Geod. Az  |
 EM0766|                                                           dddmmss.s |
 EM0766| EM0733 CHATTANOOGA MUNICIPAL TANK          APPROX.28.8 KM 0345842.2 |
 EM0766| EM0759 GRANDFIELD CITY HIGH SCHOOL         APPROX.14.3 KM 0804601.2 |
 EM0766| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.14.1 KM 0821558.0 |
 EM0766| CX7683 BURKE RM                             56.600 METERS 11711     |
 EM0766| CX7682 BURKE AZ MK                                        1720915.7 |
 EM0766| CX7684 BURKE RM 2                           26.802 METERS 18002     |
 EM0766|---------------------------------------------------------------------|
 EM0766
 EM0766                          SUPERSEDED SURVEY CONTROL
 EM0766
 EM0766  NAD 83(1986)-  34 12 27.45774(N)    098 50 12.64644(W) AD(       ) 2
 EM0766  NAD 27      -  34 12 27.13500(N)    098 50 11.40000(W) AD(       ) 2
 EM0766  USSD        -  34 12 27.10400(N)    098 50 11.81000(W) AD(       ) 3
 EM0766  NGVD 29             362.04   (m)         1187.8    (f) LEVELING    3  
 EM0766
 EM0766.Superseded values are not recommended for survey control.
 EM0766
 EM0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0766.See file dsdata.pdf to determine how the superseded data were derived.
 EM0766
 EM0766_MARKER: DS = TRIANGULATION STATION DISK
 EM0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0766_STAMPING: BURKE 1923
 EM0766_MARK LOGO: CGS
 EM0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0766+STABILITY: SURFACE MOTION
 EM0766
 EM0766  HISTORY     - Date     Condition        Report By
 EM0766  HISTORY     - 1923     MONUMENTED       CGS
 EM0766  HISTORY     - 1934     GOOD             CGS
 EM0766  HISTORY     - 1943     GOOD             CGS
 EM0766  HISTORY     - 1948     GOOD             CGS
 EM0766  HISTORY     - 1960     GOOD             CGS
 EM0766  HISTORY     - 1963     GOOD             CGS
 EM0766
 EM0766                          STATION DESCRIPTION
 EM0766
 EM0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0766'STATION IS ABOUT 8 MILES W AND 1-1/4 MILES S OF THE RAILWAY
 EM0766'DEPOT IN GRANDFIELD, IN SE 1/4 SEC. 14, T 4 S, R 16 W, ON
 EM0766'THE HIGHEST GROUND IN H.L. BURKES YARD, MIDWAY BETWEEN HIS
 EM0766'HOUSE AND BARN.
 EM0766'
 EM0766'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0766'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0766'
 EM0766'REFERENCE MARK IS IN FENCE CORNER AT W SIDE OF ROAD, AND
 EM0766'56.590 METERS (185.7 FEET) FROM STATION, S 62 DEG 50 MIN E.
 EM0766'
 EM0766'ELEVATION OF STATION, 362.4 METERS (1,189 FEET).
 EM0766
 EM0766                          STATION RECOVERY (1934)
 EM0766
 EM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0766'STATION RECOVERED.  REFERENCE MARK IN GOOD CONDITION.
 EM0766
 EM0766                          STATION RECOVERY (1943)
 EM0766
 EM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JFM)
 EM0766'BOTH REFERENCE MARK AND STATION MARK WERE EASILY SOUND AND IN GOOD
 EM0766'CONDITION.
 EM0766
 EM0766                          STATION RECOVERY (1948)
 EM0766
 EM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0766'THE STATION, AND REFERENCE MARK,
 EM0766'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK
 EM0766'AND REFERENCE MARK NO 2 WAS ESTABLISHED.  FOLLOWING
 EM0766'IS A COMPLETE DESCRIPTION.
 EM0766'
 EM0766'THE STATION IS LOCATED ABOUT 8.0 MILES WEST AND 1.5 MILES
 EM0766'SOUTH OF GRANDFIELD ON LAND OWNED AND OCCUPIED BY H.L. BURKE
 EM0766'AND BROTHER.  IT IS ABOUT 225 FEET WEST OF THE CENTER OF THE
 EM0766'NORTH-SOUTH DIRT ROAD ON THE HIGHEST POINT OF THE FARM HOUSE
 EM0766'YARD, 65 FEET SOUTH-SOUTH WEST OF THE SOUTHEAST CORNER OF
 EM0766'THE FARM HOUSE, 45.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EM0766'CONCRETE HOUSE AND 19 FEET SOUTH OF DRIVEWAY BETWEEN HOUSE
 EM0766'GARAGE.  IT IS STAMPED BURKE 1923 AND SET FLUSH WITH THE
 EM0766'GROUND SURFACE.
 EM0766'
 EM0766'REFERENCE MARK IS SOUTHEAST OF THE STATION, SET IN THE SOUTHEAST
 EM0766'CORNER OF THE YARD, 3 FEET NORTHWEST OF FENCE CORNER.  IT IS
 EM0766'STAMPED BURKE 1923 AND PROJECTS 2 INCHES.
 EM0766'
 EM0766'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 15 FEET EAST
 EM0766'OF THE SOUTHEAST CORNER OF GARAGE AND 1 FOOT NORTH OF FENCE
 EM0766'LINE.  IT IS STAMPED BURKE NO 2 1948 AND PROJECTS 4 INCHES.
 EM0766'
 EM0766'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 EM0766'STATION, 27 FEET EAST OF THE CENTER OF NORTH-SOUTH DIRT ROAD,
 EM0766'45 FEET SOUTH OF EAST-WEST DIRT ROAD, 20 FEET SOUTH OF FENCE
 EM0766'LINE CORNER, 1 FOOT WEST OF NORTH-SOUTH FENCE LINE AND 2 FEET
 EM0766'NORTH OF WITNESS POST.  IT IS STAMPED BURKE 1948 AND PROJECTS
 EM0766'6 INCHES.  TO REACH FROM GATE INTO FARM HOUSE YARD, GO SOUTH
 EM0766'ON DIRT ROAD FOR 0.3 MILE TO CROSSROADS AND MARK ON THE WEST
 EM0766'SIDE AS DESCRIBED.
 EM0766'
 EM0766'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36
 EM0766'AND U.S. HIGHWAY NO 70 IN THE SOUTHEAST EDGE OF GRANDFIELD,
 EM0766'GO WEST ON U.S. HIGHWAY NO 70 FOR 9.0 MILES TO CROSSROADS
 EM0766'AT RYANS STORE IN THE SOUTHEAST ANGLE, TURN LEFT AND GO SOUTH
 EM0766'ON DIRT ROAD FOR 1.7 MILES TO FARM HOUSE JUST WEST OF ROAD,
 EM0766'TURN RIGHT THROUGH GATE INTO FARM HOUSE YARD FOR ABOUT 200
 EM0766'FEET TO THE STATION AS DESCRIBED.
 EM0766'
 EM0766'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 EM0766'
 EM0766'A 47 FOOT SIGNAL AT STATION HICKERSON 1923 IS VISIBLE AT 37 FEET
 EM0766'
 EM0766'A 47 FOOT SIGNAL AT STATION HOLLISTER IS VISIBLE AT 50 FEET
 EM0766'
 EM0766'A 4 FOOT SIGNAL AT STATION GRAND IS VISIBLE FROM THE GROUND
 EM0766'
 EM0766'A 74 FOOT SIGNAL AT STATION GRANDFIELD ECC, 1923 IS VISIBLE
 EM0766'FROM THE GROUND.
 EM0766
 EM0766                          STATION RECOVERY (1960)
 EM0766
 EM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JOB)
 EM0766'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EM0766'CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER THE
 EM0766'AZIMUTH MARK.
 EM0766
 EM0766                          STATION RECOVERY (1963)
 EM0766
 EM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0766'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948.
 EM0766'THE BURKE HOUSE USED AS A REFERENCE DISTANCE TO THE STATION
 EM0766'IN 1948 NO LONGER EXISTS, THE SMALL CONCRETE HOUSE STILL
 EM0766'REMAINS.
 EM0766'
 EM0766'THE CORNER FENCE POST AND FENCE LINE USED AS REFERENCE TO THE
 EM0766'AZIMUTH MARK HAVE BEEN REMOVED.
 EM0766'
 EM0766'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 36 AND U.S. HIGHWAY
 EM0766'70 AT THE NORTHEAST EDGE OF GRANFIELD, FOLLOW HIGHWAY 70
 EM0766'WEST FOR 10.5 MILES TO CROSSROADS AT HOUSE IN THE SW ANGLE
 EM0766'AND STOCK CORRAL IN THE NW ANGLE.  HERE TURN LEFT, GO SOUTH
 EM0766'ON GRAVELED ROAD FOR 2.7 MILES TO TOP OF GRADE, GATE ON THE
 EM0766'RIGHT AT ROAD LEADING TO FARM BUILDINGS AND STATION AS
 EM0766'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0526 ***********************************************************************
 GJ0526  DESIGNATION -  BURLINGTON FARMERS CO OP ELEV
 GJ0526  PID         -  GJ0526
 GJ0526  STATE/COUNTY-  OK/ALFALFA
 GJ0526  COUNTRY     -  US
 GJ0526  USGS QUAD   -  BURLINGTON (2018)
 GJ0526
 GJ0526                         *CURRENT SURVEY CONTROL
 GJ0526  ______________________________________________________________________
 GJ0526* NAD 83(1997) POSITION- 36 54 01.80209(N) 098 25 26.82477(W)   ADJUSTED
 GJ0526  ______________________________________________________________________
 GJ0526  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GJ0526  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 GJ0526  HORZ ORDER      -  THIRD
 GJ0526
 GJ0526.The horizontal coordinates were established by classical geodetic methods
 GJ0526.and adjusted by the National Geodetic Survey in October 1998.
 GJ0526
 GJ0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0526.GEOID18 height accuracy estimate available here.
 GJ0526
 GJ0526.Click photographs - Photos may exist for this station.
 GJ0526
 GJ0526.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0526
 GJ0526. The following values were computed from the NAD 83(1997) position.
 GJ0526
 GJ0526;                    North         East     Units Scale Factor Converg.
 GJ0526;SPC OK N     -   210,958.115   562,198.509   MT  1.00002716   -0 15 01.1
 GJ0526;SPC OK N     -   692,118.42  1,844,479.61   sFT  1.00002716   -0 15 01.1
 GJ0526;UTM  14      - 4,083,989.488   551,306.648   MT  0.99963243   +0 20 44.8
 GJ0526
 GJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5130683989(NAD 83)
 GJ0526
 GJ0526                          SUPERSEDED SURVEY CONTROL
 GJ0526
 GJ0526  NAD 83(1993)-  36 54 01.80228(N)    098 25 26.82658(W) AD(       ) 3
 GJ0526  NAD 83(1986)-  36 54 01.80596(N)    098 25 26.81519(W) AD(       ) 3
 GJ0526  NAD 27      -  36 54 01.69965(N)    098 25 25.54856(W) AD(       ) 3
 GJ0526
 GJ0526.Superseded values are not recommended for survey control.
 GJ0526
 GJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0526.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0526
 GJ0526_MARKER: 65 = GRAIN ELEVATOR
 GJ0526
 GJ0526  HISTORY     - Date     Condition        Report By
 GJ0526  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0526
 GJ0526                          STATION DESCRIPTION
 GJ0526
 GJ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0526'THE STATION IS LOCATED 1 BLOCK WEST OF THE CENTER OF THE BUSINESS
 GJ0526'DISTRICT OF BURLINGTON.  IT IS A LARGE CONCRETE STRUCTURE WITH A
 GJ0526'SMALL HEAD HOUSE ON TOP AND HAS AN OVERALL HEIGHT OF 135 FEET.
 GJ0526'
 GJ0526'THE CENTER OF THE ELEVATOR WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1307 ***********************************************************************
 DN1307  DESIGNATION -  BURNEY RESET
 DN1307  PID         -  DN1307
 DN1307  STATE/COUNTY-  OK/LOVE
 DN1307  COUNTRY     -  US
 DN1307  USGS QUAD   -  BURNEYVILLE (2019)
 DN1307
 DN1307                         *CURRENT SURVEY CONTROL
 DN1307  ______________________________________________________________________
 DN1307* NAD 83(1993) POSITION- 33 54 46.85784(N) 097 18 37.35809(W)   ADJUSTED
 DN1307* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 DN1307  ______________________________________________________________________
 DN1307  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 DN1307  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 DN1307  HORZ ORDER      -  SECOND
 DN1307
 DN1307.The horizontal coordinates were established by classical geodetic methods
 DN1307.and adjusted by the National Geodetic Survey in November 1994.
 DN1307
 DN1307.The orthometric height was scaled from a topographic map.
 DN1307
 DN1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1307.GEOID18 height accuracy estimate available here.
 DN1307
 DN1307.Click photographs - Photos may exist for this station.
 DN1307
 DN1307.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1307
 DN1307. The following values were computed from the NAD 83(1993) position.
 DN1307
 DN1307;                    North         East     Units Scale Factor Converg.
 DN1307;SPC OK S     -    64,518.835   663,775.279   MT  1.00000406   +0 23 29.2
 DN1307;SPC OK S     -   211,675.54  2,177,736.06   sFT  1.00000406   +0 23 29.2
 DN1307;SPC TXNC     - 2,249,731.480   710,010.990   MT  0.99998548   +0 38 55.7
 DN1307;SPC TXNC     - 7,380,994.03  2,329,427.72   sFT  0.99998548   +0 38 55.7
 DN1307;UTM  14      - 3,753,796.660   656,200.476   MT  0.99990078   +0 56 34.4
 DN1307
 DN1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1307!SPC OK S     -   0.99996482  x   1.00000406  =   0.99996888
 DN1307!SPC TXNC     -   0.99996482  x   0.99998548  =   0.99995030
 DN1307!UTM  14      -   0.99996482  x   0.99990078  =   0.99986560
 DN1307
 DN1307:                Primary Azimuth Mark                     Grid Az
 DN1307:SPC OK S     -  BURNEY AZ MK 2                           252 44 04.7
 DN1307:SPC TXNC     -  BURNEY AZ MK 2                           252 28 38.2
 DN1307:UTM  14      -  BURNEY AZ MK 2                           252 10 59.5
 DN1307
 DN1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5620053796(NAD 83)
 DN1307
 DN1307|---------------------------------------------------------------------|
 DN1307| PID    Reference Object                     Distance      Geod. Az  |
 DN1307|                                                           dddmmss.s |
 DN1307| CX9952 BURNEY RM 3                           8.917 METERS 08359     |
 DN1307| CX9951 BURNEY RM 2                          12.067 METERS 08809     |
 DN1307| CX9948 BURNEY AZ MK                                       1225925.9 |
 DN1307| CX9071 BURNEY RM 4                          14.647 METERS 18431     |
 DN1307| CX9949 BURNEY AZ MK 2                                     2530733.9 |
 DN1307| CX9950 BURNEY RM 1                          10.211 METERS 35231     |
 DN1307|---------------------------------------------------------------------|
 DN1307
 DN1307                          SUPERSEDED SURVEY CONTROL
 DN1307
 DN1307  NAD 83(1986)-  33 54 46.86241(N)    097 18 37.34915(W) AD(       ) 2
 DN1307  NAD 27      -  33 54 46.50370(N)    097 18 36.28400(W) AD(       ) 2
 DN1307
 DN1307.Superseded values are not recommended for survey control.
 DN1307
 DN1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1307.See file dsdata.pdf to determine how the superseded data were derived.
 DN1307
 DN1307_MARKER: DS = TRIANGULATION STATION DISK
 DN1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1307_STAMPING: BURNEY 1955 1971
 DN1307_MARK LOGO: CGS
 DN1307_PROJECTION: RECESSED 10 CENTIMETERS
 DN1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1307+STABILITY: SURFACE MOTION
 DN1307
 DN1307  HISTORY     - Date     Condition        Report By
 DN1307  HISTORY     - 1971     MONUMENTED       NGS
 DN1307
 DN1307                          STATION DESCRIPTION
 DN1307
 DN1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DN1307'THE STATION SURFACE MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 DN1307'FOUND IN GOOD CONDITION.
 DN1307'
 DN1307'NOTE--THE STATION SURFACE MARK HAD BEEN RESET WITH NO SUB-SURFACE
 DN1307'MARK BY THE DIAMOND HEAD PROPERTY CONSTRUCTION COMPANY CREW, AND THE
 DN1307'ORIGINAL 1955 STATION POINT HELD.
 DN1307'
 DN1307'THE DIAMOND HEAD PROPERTY IS A LARGE RESORT AND HOUSING COMPANY.
 DN1307'
 DN1307'REFERENCE MARKS NO.1 AND NO.2 HAD BEEN DESTROYED BY CONSTRUCTION OF
 DN1307'HOUSING AREA AND STREETS.
 DN1307'
 DN1307'IN 1971 THE STATION MARK WAS REMOVED THEN WAS RESET BY THE
 DN1307'CONSTRUCTION COMPANY CREW AND A SUB-SURFACE MARK AND SURFACE MARK
 DN1307'WERE RESET AND ALSO A NEW AZIMUTH MARK WAS ESTABLISHED.  WAS INFORMED
 DN1307'AT THE TIME BY THE CONSTRUCTION COMPANY FOREMAN THAT THE STREETS WOULD
 DN1307'BE SURFACED, AND AS THE STATION IS LOCATED NEAR THE INTERSECTION OF
 DN1307'STREETS A CONCRETE CULVERT WAS PLANNED FOR EACH SIDE OF THE
 DN1307'INTERSECTION OF STREET.  REFERENCE MARKS DISKS NO 3 AND 4 WAS GIVEN TO
 DN1307'THE FOREMAN TO BE PLACED IN CULVERTS ON COMPLETION OF CONSTRUCTION.
 DN1307'
 DN1307'AS TO THIS DATE, CONSTRUCTION HAS NOT BEEN COMPLETED, THE STREETS
 DN1307'HAVE BEEN SURFACED, BUT THERE IS A LOT TO BE COMPLETED
 DN1307'YET.  THE CULVERTS HAVE NOT BEEN COMPLETED
 DN1307'AS OF NOW A CONCRETE POST, MAY HAVE A SHORT LIFE IF SET IN THE
 DN1307'AREA.  THE REASON FOR TWO AZIMUTH MARKS IS THAT ON COMPLETION OF
 DN1307'CONSTRUCTION OF HOUSING, THE LINE OF SIGHT FROM THE STATION WILL BE
 DN1307'LIMITED.
 DN1307'
 DN1307'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1307'
 DN1307'THE STATION IS LOCATED ABOUT 12 MILES WEST SOUTHWEST OF MARIETTA
 DN1307'AND ON PROPERTY OWNED BY THE DIAMOND HEAD PROPERTIES RESORT.
 DN1307'
 DN1307'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 35 AND STATE
 DN1307'HIGHWAY 32, THAT IS ON THE WEST EDGE OF MARIETTA, 80 WEST ON STATE
 DN1307'HIGHWAY 32 FOR 8.25 MILES TO THE JUNCTION OF STATE HIGHWAY
 DN1307'96.  CONTINUE WESTERLY ON STATE HIGHWAY 32 FOR 1.7 MILES TO THE NORTH
 DN1307'ENTRANCE OF FALCON HEAD RESORT.  TURN LEFT, PASSING THROUGH GUARD
 DN1307'GATE AND 80 SOUTHEASTERLY ON FALCON HEAD DRIVE, PASSING THROUGH
 DN1307'RESORT AREA, FOR 2.1 MILES TO STATION ON THE RIGHT AND THE
 DN1307'INTERSECTION OF HOLIDAY DRIVE.
 DN1307'
 DN1307'THE STATIONS MARKS ARE STANDARD DISKS STAMPED BURNEY 1955
 DN1307'1971.  SURFACE MARK IS IRREGULAR MASS OF CONCRETE, THAT IS ABOUT 4
 DN1307'INCHES BELOW THE SURFACE OF THE GROUND.  IT 29.6 FEET WEST OF THE
 DN1307'CENTER OF FALCON HEAD DRIVE, 49 FEET NORTH OF THE CENTER OF HOLIDAY
 DN1307'DRIVE AND 14.6 FEET NORTH NORTHWEST OF A STREET SIGN POST, READING
 DN1307'FALCON HEAD AND HOLIDAY DRIVE.  THE SUB SURFACE MARK IS AN IRREGULAR
 DN1307'MASS OF CONCRETE THAT IS ABOUT 30 INCHES BELOW THE SURFACE OF THE
 DN1307'GROUND.
 DN1307'
 DN1307'REFERENCE MARK NO.3 IS A RAILROAD SPIKE DRIVE FLUSH WITH THE SURFACE
 DN1307'OF ROADBED AND HEAD OF SPIKE IS STAMPED NO 3 1979.  IT IS DRIVEN IN
 DN1307'CENTER OF FALCON HEAD DRIVE, 53 FEET NORTH OF THE CENTER OF THE
 DN1307'INTERSECTION OF FALCON HEAD AND HOLIDAY DRIVE, AND 26 FEET NORTH
 DN1307'NORTHEAST OF THE STREET SIGN POST READING FALCON HEAD AND HOLIDAY
 DN1307'DRIVE.
 DN1307'
 DN1307'REFERENCE MARK NO.4 IS A RAILROAD SPIKE DRIVEN FLUSH WITH THE
 DN1307'SURFACE OF ROAD-BED AND HEAD OF SPIKE STAMPED NO.4 1979.  IT IS 34
 DN1307'FEET WEST OF THE CENTER OF FALCON HEAD DRIVE, AND 37.6 FEET SOUTH
 DN1307'SOUTHWEST OF THE STREET SIGN POST READING FALCON HEAD AND HOLIDAY
 DN1307'DRIVE, AT THE CENTER OF HOLIDAY DRIVE.
 DN1307'
 DN1307'AZIMUTH MARK IS A STANDARD DISK STAMPED BURNEY 1955, SET IN THE TOP
 DN1307'OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 12 INCHES.  IT IS 68
 DN1307'FEET EAST OF A HIGH LINE POLE, 39 FEET NORTH OF CENTER OF ROAD, 17
 DN1307'FEET SOUTH OF A WOODEN RAIL FENCE, 3 FEET WEST OF THE REMAINS STUMP
 DN1307'OF TELEPHONE POLE AND WITNESS SIGN POST, AND 1.6 FEET EAST OF A METAL
 DN1307'WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO SOUTHEAST ON
 DN1307'FALCON HEAD DRIVE FOR 0.15 MILE TO THE SOUTH ENTRANCE GATE TO FALCON
 DN1307'HEAD RESORT.  TURN LEFT AND GO EAST ON HIGHWAY FOR 0.05 MILE TO MARK
 DN1307'ON LEFT.
 DN1307'
 DN1307'NO.2 AZIMUTH MARK IS A STANDARD DISK STAMPED BURNEY 1955 1971.  SET
 DN1307'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4-INCHES.  IT IS 72
 DN1307'FEET EAST OF THE CENTER OF A TRACK ROAD, 31 FEET NORTH OF THE CENTER
 DN1307'OF ROAD, 28 FEET SOUTH OF A WOODEN RAIL FENCE, 53 FEET EAST SOUTHEAST
 DN1307'OF A FENCE CORNER, 6.6 FEET EAST OF A BURIED TELEPHONE CABLE OUTLET
 DN1307'BOX, AND 1.6 FEET WEST OF WITNESS POST.  TO REACH THE MARK FROM THE
 DN1307'SOUTH ENTRANCE GATE, GO WEST ON SURFACE ROAD FOR 0.5 MILES TO MARK
 DN1307'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0993 ***********************************************************************
 GH0993  DESIGNATION -  BURNHAM
 GH0993  PID         -  GH0993
 GH0993  STATE/COUNTY-  OK/PAWNEE
 GH0993  COUNTRY     -  US
 GH0993  USGS QUAD   -  PAWNEE (2018)
 GH0993
 GH0993                         *CURRENT SURVEY CONTROL
 GH0993  ______________________________________________________________________
 GH0993* NAD 83(1993) POSITION- 36 18 52.19604(N) 096 46 54.51917(W)   ADJUSTED
 GH0993* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 GH0993  ______________________________________________________________________
 GH0993  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 GH0993  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 GH0993  HORZ ORDER      -  SECOND
 GH0993
 GH0993.The horizontal coordinates were established by classical geodetic methods
 GH0993.and adjusted by the National Geodetic Survey in November 1994.
 GH0993
 GH0993.The orthometric height was scaled from a topographic map.
 GH0993
 GH0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0993.GEOID18 height accuracy estimate available here.
 GH0993
 GH0993.Click photographs - Photos may exist for this station.
 GH0993
 GH0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0993
 GH0993. The following values were computed from the NAD 83(1993) position.
 GH0993
 GH0993;                    North         East     Units Scale Factor Converg.
 GH0993;SPC OK N     -   146,534.404   709,390.177   MT  0.99994869   +0 43 08.1
 GH0993;SPC OK N     -   480,754.96  2,327,390.94   sFT  0.99994869   +0 43 08.1
 GH0993;UTM  14      - 4,021,115.430   699,138.296   MT  1.00008862   +1 18 50.7
 GH0993
 GH0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0993!SPC OK N     -   0.99995517  x   0.99994869  =   0.99990386
 GH0993!UTM  14      -   0.99995517  x   1.00008862  =   1.00004378
 GH0993
 GH0993:                Primary Azimuth Mark                     Grid Az
 GH0993:SPC OK N     -  BURNHAM AZ MK                            107 16 06.3
 GH0993:UTM  14      -  BURNHAM AZ MK                            106 40 23.7
 GH0993
 GH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9913821115(NAD 83)
 GH0993
 GH0993|---------------------------------------------------------------------|
 GH0993| PID    Reference Object                     Distance      Geod. Az  |
 GH0993|                                                           dddmmss.s |
 GH0993| CI1321 BURNHAM RM 1                         25.700 METERS 02046     |
 GH0993| CI1322 BURNHAM RM 2                          7.173 METERS 08543     |
 GH0993| CI1320 BURNHAM AZ MK                                      1075914.4 |
 GH0993| GH0996 PAWNEE MUNICIPAL TANK               APPROX. 1.9 KM 3094749.8 |
 GH0993|---------------------------------------------------------------------|
 GH0993
 GH0993                          SUPERSEDED SURVEY CONTROL
 GH0993
 GH0993  NAD 83(1986)-  36 18 52.20842(N)    096 46 54.50423(W) AD(       ) 2
 GH0993  NAD 27      -  36 18 52.01687(N)    096 46 53.38465(W) AD(       ) 2
 GH0993
 GH0993.Superseded values are not recommended for survey control.
 GH0993
 GH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0993.See file dsdata.pdf to determine how the superseded data were derived.
 GH0993
 GH0993_MARKER: DS = TRIANGULATION STATION DISK
 GH0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0993_STAMPING: BURNHAM 1963
 GH0993_MARK LOGO: CGS
 GH0993_PROJECTION: FLUSH
 GH0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0993+STABILITY: SURFACE MOTION
 GH0993
 GH0993  HISTORY     - Date     Condition        Report By
 GH0993  HISTORY     - 1963     MONUMENTED       CGS
 GH0993
 GH0993                          STATION DESCRIPTION
 GH0993
 GH0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0993'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH AND 1-1/4 MILES
 GH0993'EAST OF PAWNEE, 0.1 MILE NORTHWEST OF THE JUNCTION OF STATE
 GH0993'HIGHWAY 18 AND U.S. HIGHWAY 64 AND ON THE HIGHEST POINT IN
 GH0993'THE IMMEDIATE VICINITY.
 GH0993'
 GH0993'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 18 AND U.S. HIGHWAY
 GH0993'64, IN THE EAST EDGE OF PAWNEE, GO SOUTHEAST ON HIGHWAYS 18
 GH0993'AND 64 FOR 2.15 MILES TO THE HIGHWAY JUNCTION.  (TO REACH
 GH0993'THE AZIMUTH MARK, TAKE THE LEFT FORK, EAST, U.S. HIGHWAY 64
 GH0993'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TAKE THE
 GH0993'RIGHT FORK, SOUTHWEST, STATE HIGHWAY 18 FOR 0.3 MILE
 GH0993'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON TRACK ROAD
 GH0993'FOR 0.1 MILE TO A WOOD GATE.  PASS THROUGH THE GATE AND GO
 GH0993'NORTH ON THE ROAD FOR 0.2 MILE.  LEAVE THE ROAD AND GO EAST
 GH0993'FOR 0.05 MILE TO THE STATION NEAR THE SOUTH EDGE OF A SMALL
 GH0993'GROUP OF CEDAR TREES.
 GH0993'
 GH0993'THE STATION IS A STANDARD DISK, STAMPED BURNHAM 1963, SET
 GH0993'IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0993'GROUND SURFACE.  IT IS 70 FEET SOUTH OF THE SOUTH EDGE OF A
 GH0993'SMALL GROUP OF CEDAR TREES AND 5.3 FEET WEST OF A WITNESS
 GH0993'POST.
 GH0993'
 GH0993'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURNHAM NO 1
 GH0993'1963, CEMENTED IN DRILL HOLE IN A 18 INCH SQUARE BOULDER
 GH0993'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET WEST-SOUTHWEST
 GH0993'OF A CONCRETE CISTERN FOUNDATION AND 20 FEET EAST OF THE
 GH0993'EAST EDGE OF THE GROUP OF TREES.
 GH0993'
 GH0993'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURNHAM NO 2 1963,
 GH0993'CEMENTED IN DRILL HOLE IN A 18 INCH SQUARE BOULDER FLUSH WITH
 GH0993'THE SURFACE OF THE GROUND.  IT IS 51.4 FEET EAST OF THE WITNESS
 GH0993'POST AND THE SAME ELEVATION AS THE STATION.
 GH0993'
 GH0993'AZIMUTH MARK IS A STANDARD DISK, STAMPED BURNHAM 1963, CEMENTED
 GH0993'IN DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 GH0993'IT IS 26 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 22
 GH0993'FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE ROAD, 19.7 FEET
 GH0993'NORTHEAST OF A EAST GATE POST AND 13 FEET NORTH OF A WITNESS
 GH0993'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0593 ***********************************************************************
 EM0593  DESIGNATION -  BURNS
 EM0593  PID         -  EM0593
 EM0593  STATE/COUNTY-  OK/COMANCHE
 EM0593  COUNTRY     -  US
 EM0593  USGS QUAD   -  DENTON (2018)
 EM0593
 EM0593                         *CURRENT SURVEY CONTROL
 EM0593  ______________________________________________________________________
 EM0593* NAD 83(1993) POSITION- 34 42 18.02910(N) 098 05 38.79696(W)   ADJUSTED
 EM0593* NAVD 88 ORTHO HEIGHT -   409.2   (meters)     1343.    (feet) VERTCON3
 EM0593  ______________________________________________________________________
 EM0593  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 EM0593  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 EM0593  HORZ ORDER      -  SECOND
 EM0593
 EM0593.The horizontal coordinates were established by classical geodetic methods
 EM0593.and adjusted by the National Geodetic Survey in November 1994.
 EM0593
 EM0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0593
 EM0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0593.GEOID18 height accuracy estimate available here.
 EM0593
 EM0593.Click photographs - Photos may exist for this station.
 EM0593
 EM0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0593
 EM0593. The following values were computed from the NAD 83(1993) position.
 EM0593
 EM0593;                    North         East     Units Scale Factor Converg.
 EM0593;SPC OK S     -   152,155.151   591,378.662   MT  0.99993816   -0 03 12.3
 EM0593;SPC OK S     -   499,195.69  1,940,214.83   sFT  0.99993816   -0 03 12.3
 EM0593;UTM  14      - 3,840,703.797   582,960.732   MT  0.99968483   +0 30 56.9
 EM0593
 EM0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0593!SPC OK S     -   0.99993988  x   0.99993816  =   0.99987804
 EM0593!UTM  14      -   0.99993988  x   0.99968483  =   0.99962473
 EM0593
 EM0593:                Primary Azimuth Mark                     Grid Az
 EM0593:SPC OK S     -  BURNS AZ MK                              159 38 54.7
 EM0593:UTM  14      -  BURNS AZ MK                              159 04 45.5
 EM0593
 EM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8296040703(NAD 83)
 EM0593
 EM0593|---------------------------------------------------------------------|
 EM0593| PID    Reference Object                     Distance      Geod. Az  |
 EM0593|                                                           dddmmss.s |
 EM0593| CX7694 BURNS RM 1                           76.188 METERS 03821     |
 EM0593| CX7695 BURNS RM 2                           58.394 METERS 12733     |
 EM0593| CX7693 BURNS AZ MK                                        1593542.4 |
 EM0593| EM0601 STERLING MUNICIPAL TANK             APPROX. 8.7 KM 3035148.0 |
 EM0593|---------------------------------------------------------------------|
 EM0593
 EM0593                          SUPERSEDED SURVEY CONTROL
 EM0593
 EM0593  NAD 83(1986)-  34 42 18.03400(N)    098 05 38.78152(W) AD(       ) 2
 EM0593  NAD 27      -  34 42 17.77300(N)    098 05 37.62300(W) AD(       ) 2
 EM0593  NGVD 29 (07/19/86)  409.1    (m)         1342.     (f) VERT ANG       
 EM0593
 EM0593.Superseded values are not recommended for survey control.
 EM0593
 EM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0593.See file dsdata.pdf to determine how the superseded data were derived.
 EM0593
 EM0593_MARKER: DS = TRIANGULATION STATION DISK
 EM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0593_STAMPING: BURNS 1948
 EM0593_MARK LOGO: CGS
 EM0593_PROJECTION: FLUSH
 EM0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0593+STABILITY: SURFACE MOTION
 EM0593
 EM0593  HISTORY     - Date     Condition        Report By
 EM0593  HISTORY     - 1948     MONUMENTED       CGS
 EM0593  HISTORY     - 1963     GOOD             CGS
 EM0593  HISTORY     - 1976     GOOD             DMA
 EM0593  HISTORY     - 1988     MARK NOT FOUND   USGS
 EM0593
 EM0593                          STATION DESCRIPTION
 EM0593
 EM0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0593'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF MARLOW, 8.0 MILES
 EM0593'NORTH OF STATE HIGHWAY NO. 7, 0.3 MILE SOUTHWEST OF THE BURNS SCHOOL
 EM0593'BUILDING AND 154 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS SET
 EM0593'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BURNS 1948.
 EM0593'
 EM0593'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND 1.0 FOOT WEST OF
 EM0593'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 7 INCHES AND IS STAMPED BURNS
 EM0593'NO 1 1948.
 EM0593'
 EM0593'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND 1.0 FOOT WEST OF
 EM0593'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED BURNS
 EM0593'NO 2 1948.
 EM0593'
 EM0593'AZIMUTH MARK IS 0.1 MILE SOUTH OF A T ROAD INTERSECTION, 27.0 FEET
 EM0593'EAST OF THE CENTER OF A GRADED ROAD, 2 FEET NORTH OF A WITNESS POST,
 EM0593'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND
 EM0593'IS STAMPED BURNS 1948.
 EM0593'
 EM0593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 277 AND
 EM0593'STATE HIGHWAY NO. 7 IN THE SOUTH EDGE OF LAWTON, GO EAST ON STATE
 EM0593'HIGHWAY NO. 7 FOR 17.2 MILES TO A CROSSROAD AT A MOBILGAS SERVICE
 EM0593'STATION AND MIZE GROCERY STORE ON THE RIGHT, TURN LEFT (NORTH) AND GO
 EM0593'7.1 MILES TO A T ROAD LEFT, AZIMUTH MARK 0.1 MILE SOUTH, CONTINUE
 EM0593'NORTH FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT INTO DRIVEWAY,
 EM0593'ALONG THE SOUTH SIDE OF A FARM HOUSE AND GO 0.05 MILE TO A WIRE GATE,
 EM0593'PASS THROUGH GATE AND CONTINUE WEST FOR 0.2 MILE TO THE END OF THE
 EM0593'LANE, TURN RIGHT AND GO NORTH-NORTHWEST FOR 0.2 MILE TO THE TOP OF A
 EM0593'RIDGE AND THE STATION AS DESCRIBED.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT STERLING IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT FLETCHER IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT OAK IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT KECHI 1902 IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT ACME IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 74 FOOT SIGNAL AT SPRINGS IS VISIBLE AT 50 FEET.
 EM0593'
 EM0593'A 74 FOOT SIGNAL AT RUSH IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT MAR IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 74 FOOT SIGNAL AT OSARIA MARLOW (USGS) 2 IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT STONE IS VISIBLE AT 4 FEET.
 EM0593'
 EM0593'A 47 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 50 FEET.
 EM0593'
 EM0593'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 64 FEET.
 EM0593'
 EM0593'A 4 FOOT SIGNAL AT 28C8TT IS VISIBLE AT 10 FEET.
 EM0593'
 EM0593'A 47 FOOT SIGNAL AT ZELLA IS VISIBLE AT 50 FEET.
 EM0593'
 EM0593'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 EM0593
 EM0593                          STATION RECOVERY (1963)
 EM0593
 EM0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0593'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 EM0593'CONDITION.
 EM0593'
 EM0593'THE STATION IS LOCATED 4 MILES NORTH AND 7.8 MILES WEST OF MARLOW,
 EM0593'NEAR THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SEC. 24, T 3 N, R 9
 EM0593'W.  ABOUT 0.3 MILE NORTHWEST OF MR. JOE C. PAYNES HOME.
 EM0593'
 EM0593'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION, 24.0 FEET
 EM0593'EAST OF THE CENTER OF THE ROAD, 27.5 FEET SOUTH OF THE NORTHWEST
 EM0593'CORNER FENCE POST, 5.0 FEET WEST OF FENCE LINE AND 2.0 FEET NORTH OF A
 EM0593'WITNESS POST.  A STANDARD DISK STAMPED BURNS 1948 AND SET IN THE TOP
 EM0593'OF A 12 X 12 INCH CONCRETE POST, PROJECTING 14 INCHES.  THE MONUMENT
 EM0593'IS EXPOSED ABOUT 11 INCHES ABOVE THE SURFACE OF THE GROUND FROM WHAT
 EM0593'IT WAS ORIGIONALLY SET.
 EM0593'
 EM0593'THE STATION WAS REACHED FROM MARLOW AS FOLLOWS--FROM THE INTERSECTION
 EM0593'OF MAIN AND BROADWAY STREETS AND JUNCTION U.S. HIGHWAY 81 AND STATE
 EM0593'HIGHWAY 29, GO SOUTH ON MAIN STREET AND U.S. HIGHWAY 81 FOR 0.7 MILE
 EM0593'TO A SIDE STREET RIGHT (WEST) (MOTEL IN SOUTHWEST AND NORTHWEST ANGLE
 EM0593'OF INTERSECTION), TURN RIGHT AND GO WEST (CADDO ST.) FOR 6.45 MILES TO
 EM0593'A CROSS ROAD, TURN RIGHT AND GO NORTH FOR 3.0 MILES TO A CROSS ROAD,
 EM0593'TURN LEFT AND GO WEST FOR 0.95 MILE TO A T-ROAD, TURN RIGHT AND GO
 EM0593'NORTH FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT (EAST) SIDE OF
 EM0593'THE ROAD, CONTINUE AHEAD, NORTH FOR 0.6 MILE TO DRIVE WAY ON THE LEFT
 EM0593'(WEST) TO MR. JOE C. PAYNE, TURN LEFT (WEST) INTO DRIVE WAY AND GO
 EM0593'WEST 0.05 MILE TO GATE AT SOUTHEAST CORNER OF BARN, PASS THROUGH GATE
 EM0593'AND GO WEST IN LANE FOR 0.2 MILE TO END OF LANE, THENCE GO NORTH FOR
 EM0593'0.15 MILE ALONG THE WEST SIDE OF FENCE LINE TO BURNS REFERENCE MARK
 EM0593'NO. 2 IN THE FENCE LINE, AND STATION TO NORTHWEST ABOUT 62 YARDS.
 EM0593'
 EM0593'DISTANCE BETWEEN RM NO. 1 AND RM NO. 2 IS 313 FEET.
 EM0593
 EM0593                          STATION RECOVERY (1976)
 EM0593
 EM0593'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0593'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 EM0593'GOOD CONDITION.
 EM0593
 EM0593                          STATION RECOVERY (1988)
 EM0593
 EM0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RRB)
 EM0593'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1115 ***********************************************************************
 FH1115  DESIGNATION -  BURNS
 FH1115  PID         -  FH1115
 FH1115  STATE/COUNTY-  OK/PITTSBURG
 FH1115  COUNTRY     -  US
 FH1115  USGS QUAD   -  FEATHERSTON (2018)
 FH1115
 FH1115                         *CURRENT SURVEY CONTROL
 FH1115  ______________________________________________________________________
 FH1115* NAD 83(1993) POSITION- 35 03 45.51578(N) 095 22 40.25209(W)   ADJUSTED
 FH1115* NAVD 88 ORTHO HEIGHT -   444.    (meters)     1457.    (feet) SCALED
 FH1115  ______________________________________________________________________
 FH1115  GEOID HEIGHT    -        -30.733 (meters)                     GEOID18
 FH1115  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 FH1115  HORZ ORDER      -  FIRST
 FH1115
 FH1115.The horizontal coordinates were established by classical geodetic methods
 FH1115.and adjusted by the National Geodetic Survey in November 1994.
 FH1115
 FH1115.The orthometric height was scaled from a topographic map.
 FH1115
 FH1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1115.GEOID18 height accuracy estimate available here.
 FH1115
 FH1115.Click photographs - Photos may exist for this station.
 FH1115
 FH1115.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1115
 FH1115. The following values were computed from the NAD 83(1993) position.
 FH1115
 FH1115;                    North         East     Units Scale Factor Converg.
 FH1115;SPC OK S     -   194,931.139   839,154.999   MT  0.99997072   +1 29 18.2
 FH1115;SPC OK S     -   639,536.58  2,753,127.69   sFT  0.99997072   +1 29 18.2
 FH1115;UTM  15      - 3,882,575.733   283,161.611   MT  1.00017952   -1 21 59.5
 FH1115
 FH1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1115!SPC OK S     -   0.99993512  x   0.99997072  =   0.99990584
 FH1115!UTM  15      -   0.99993512  x   1.00017952  =   1.00011463
 FH1115
 FH1115:                Primary Azimuth Mark                     Grid Az
 FH1115:SPC OK S     -  WILBURTON                                178 15 38.7
 FH1115:UTM  15      -  WILBURTON                                181 06 56.4
 FH1115
 FH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8316182575(NAD 83)
 FH1115
 FH1115|---------------------------------------------------------------------|
 FH1115| PID    Reference Object                     Distance      Geod. Az  |
 FH1115|                                                           dddmmss.s |
 FH1115| EK1023 WILBURTON                           APPROX.24.2 KM 1794456.9 |
 FH1115| CI1323 BURNS RM 1                           16.853 METERS 20353     |
 FH1115| CI1324 BURNS RM 2                           15.430 METERS 34119     |
 FH1115|---------------------------------------------------------------------|
 FH1115
 FH1115                          SUPERSEDED SURVEY CONTROL
 FH1115
 FH1115  NAD 83(1986)-  35 03 45.52350(N)    095 22 40.24609(W) AD(       ) 1
 FH1115  NAD 27      -  35 03 45.17400(N)    095 22 39.33900(W) AD(       ) 1
 FH1115
 FH1115.Superseded values are not recommended for survey control.
 FH1115
 FH1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1115.See file dsdata.pdf to determine how the superseded data were derived.
 FH1115
 FH1115_MARKER: DS = TRIANGULATION STATION DISK
 FH1115_SETTING: 66 = SET IN ROCK OUTCROP
 FH1115_STAMPING: BURNS 1934
 FH1115_MARK LOGO: CGS
 FH1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1115+STABILITY: POSITION/ELEVATION WELL
 FH1115
 FH1115  HISTORY     - Date     Condition        Report By
 FH1115  HISTORY     - 1934     MONUMENTED       CGS
 FH1115  HISTORY     - 1970     GOOD             NGS
 FH1115
 FH1115                          STATION DESCRIPTION
 FH1115
 FH1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1115'STATION IS LOCATED ABOUT 4-3/4 MILES SW OF QUENTON AND ABOUT
 FH1115'21 MILES N OF WILBURTON, IN SEC. 23, T 7 N, R 18 E, ON A
 FH1115'LONG FLAT-TOPPED RIDGE KNOWN AS PANTHER MOUNTAIN.
 FH1115'
 FH1115'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FH1115'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1115'
 FH1115'REACHED FROM WILBURTON BY GOING N ON STATE HIGHWAY 2 FOR
 FH1115'13.7 MILES TO A SIDE ROAD LEADING W ON THE S EDGE OF A CLEARED
 FH1115'FIELD.  THIS ROAD IS 0.6 MILE S OF A CONOCO FILLING STATION.
 FH1115'TURN W ON THIS ROAD AND GO THROUGH TIMBER 0.4 MILE TO FARM
 FH1115'BUILDINGS OWNED BY MR. POOLE, GO THROUGH GATE BETWEEN HOUSE
 FH1115'AND BARN, HERE CROSS CREEK AND CONTINUE 0.2 MILE TO FORK
 FH1115'LEFT, TURN LEFT HERE AND GO .35 MILE TO ANOTHER GATE, GO
 FH1115'THROUGH GATE AND CONTINUE .35 MILE TO E EDGE OF A CLEARED
 FH1115'FIELD AND FORK RIGHT, TURN RIGHT HERE AND GO 0.45 MILE TO
 FH1115'ANOTHER RIGHT FORK, GO RIGHT HERE 0.2 MILE TO FARMHOUSE.
 FH1115'KEEP TO RIGHT OF YARD AND FOLLOW OLD ROAD W 0.15 MILE THEN
 FH1115'LEFT FORK 0.2 MILE.  THIS IS AS FAR AS TRUCK WAS DRIVEN.
 FH1115'FROM HERE FOLLOW RIDGE TO TOP OF MOUNTAIN W, CONTINUE W
 FH1115'ON TOP OF MOUNTAIN TO W END AND STATION.  A 1-HOUR CLIMB
 FH1115'WITH PACK.
 FH1115'
 FH1115'HEIGHT OF LIGHT ABOVE STATION MARK - 02.2 METERS.
 FH1115
 FH1115                          STATION RECOVERY (1970)
 FH1115
 FH1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FH1115'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FH1115'NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 FH1115'DESCRIPTION AND ALTERNATE ROUTE FOR FUTURE RECOVERY IS AS
 FH1115'FOLLOWS-
 FH1115'
 FH1115'THE STATION IS ABOUT 5 MILES SOUTHWEST OF QUINTON ON THE WEST END
 FH1115'OF A TIMBER-COVERED FLAT-TOPPED RIDGE KNOWN LOCALLY AS SHOE
 FH1115'MOUNTAIN.
 FH1115'
 FH1115'TO REACH STATION FROM THE POST OFFICE IN QUINTON, GO WEST
 FH1115'ON STATE HIGHWAY 31 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 FH1115'SOUTH, GO 3.25 MILES TO A CROSSROAD AT BOTTOM OF A RIDGE.
 FH1115'CONTINUE SOUTH, UPHILL, ON A BLADED ROAD FOR 0.65 MILE TO A
 FH1115'SIDE ROAD LEFT, TURN LEFT, GO EAST AND SOUTH 1.55 MILES TO
 FH1115'RANCH BUILDINGS.  PASS BETWEEN THE TWO HOUSES, GO EAST AND SOUTH
 FH1115'ON A TRACK ROAD FOR 0.3 MILE TO THE SECOND POND.  THIS IS END
 FH1115'OF TRUCK TRAVEL.  PACK SOUTHEAST ON A FOOT TRAIL TO TOP OF THE WEST
 FH1115'END OF MOUNTAIN AND STATION.  ABOUT A 20-MINUTE PACK.
 FH1115'
 FH1115'STATION MARK A STANDARD DISK, STAMPED BURNS 1934, IS CEMENTED
 FH1115'IN A DRILL HOLE IN A 2 FEET BY 3 FEET BOULDER WHICH PROJECTS
 FH1115'ABOUT 2 INCHES ABOVE GROUND.  IT IS ABOUT 50 FEET EAST OF
 FH1115'THE WEST RIM OF HILL, 50 FEET NORTHWEST OF A 2-FOOT TREE WITH
 FH1115'A TRIANGULAR BLAZE ON THE WEST SIDE, AND 10 FEET EAST OF A
 FH1115'10-INCH TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE.
 FH1115'
 FH1115'REFERENCE MARK NO. 1, A STANDARD DISK, CEMENTED IN A DRILL
 FH1115'HOLE IN A 3 FEET BY 4 FEET BOULDER WHICH PROJECTS ABOUT 4
 FH1115'INCHES ABOVE GROUND.  IT IS 23 FEET NORTHWEST OF A 12-INCH
 FH1115'TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE.  THE MARK
 FH1115'IS ABOUT 25 FEET EAST OF THE WEST RIM OF HILL.
 FH1115'
 FH1115'REFERENCE MARK NO. 2, A STANDARD DISK, CEMENTED IN A DRILL
 FH1115'HOLE IN A 3 FEET BY 5 FEET BOULDER WHICH IS ON THE NORTHWEST
 FH1115'SLOPE OF HILL, AT THE RIM OF HILL AND IS ABOUT 2 FEET LOWER
 FH1115'THAN THE STATION MARK.
 FH1115'
 FH1115'NOTE- TRIANGULATION STATION PANTHER 2 1952 IS ON THE SOUTH
 FH1115'END OF THIS SAME HILL.
 FH1115'
 FH1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 FH1115'MILES SOUTHWEST OF QUINTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0572 ***********************************************************************
 FK0572  DESIGNATION -  BURNS
 FK0572  PID         -  FK0572
 FK0572  STATE/COUNTY-  OK/WASHITA
 FK0572  COUNTRY     -  US
 FK0572  USGS QUAD   -  DILL CITY (2018)
 FK0572
 FK0572                         *CURRENT SURVEY CONTROL
 FK0572  ______________________________________________________________________
 FK0572* NAD 83(1993) POSITION- 35 21 17.22690(N) 099 11 34.80589(W)   ADJUSTED
 FK0572* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 FK0572  ______________________________________________________________________
 FK0572  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 FK0572  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 FK0572  HORZ ORDER      -  SECOND
 FK0572
 FK0572.This mark is at Clinton Sherman Airport (CSM)
 FK0572
 FK0572.The horizontal coordinates were established by classical geodetic methods
 FK0572.and adjusted by the National Geodetic Survey in November 1994.
 FK0572
 FK0572.The orthometric height was scaled from a topographic map.
 FK0572
 FK0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0572.GEOID18 height accuracy estimate available here.
 FK0572
 FK0572.Click photographs - Photos may exist for this station.
 FK0572
 FK0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0572
 FK0572. The following values were computed from the NAD 83(1993) position.
 FK0572
 FK0572;                    North         East     Units Scale Factor Converg.
 FK0572;SPC OK S     -   224,876.881   491,564.904   MT  1.00002626   -0 40 37.8
 FK0572;SPC OK S     -   737,783.57  1,612,742.52   sFT  1.00002626   -0 40 37.8
 FK0572;UTM  14      - 3,912,405.643   482,464.625   MT  0.99960379   -0 06 42.0
 FK0572
 FK0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0572!SPC OK S     -   0.99991256  x   1.00002626  =   0.99993882
 FK0572!UTM  14      -   0.99991256  x   0.99960379  =   0.99951638
 FK0572
 FK0572:                Primary Azimuth Mark                     Grid Az
 FK0572:SPC OK S     -  BURNS AZIMUTH MARK 2                     050 34 15.4
 FK0572:UTM  14      -  BURNS AZIMUTH MARK 2                     050 00 19.6
 FK0572
 FK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8246412405(NAD 83)
 FK0572
 FK0572|---------------------------------------------------------------------|
 FK0572| PID    Reference Object                     Distance      Geod. Az  |
 FK0572|                                                           dddmmss.s |
 FK0572| FK0574 BURNS AZIMUTH MARK 2                APPROX. 1.6 KM 0495337.6 |
 FK0572| FK0577 BURNS AZIMUTH MARK 1                APPROX. 0.6 KM 1112849.7 |
 FK0572| FK0570 CLINTON SHERMAN AFB TANK BCN        APPROX. 1.4 KM 1170048.3 |
 FK0572| CK9078 BURNS RM 1                           51.316 METERS 13709     |
 FK0572| FK0575 DILL MUNICIPAL WATER TANK           APPROX.10.5 KM 1464852.7 |
 FK0572| FK0571 CLINTON SHERMAN AFB CONT TWR        APPROX. 0.6 KM 2254609.1 |
 FK0572| CK9079 BURNS RM 2                           41.242 METERS 25519     |
 FK0572| FK0573 CLINTON SHERMAN AFB TANK LT         APPROX. 1.7 KM 2752735.3 |
 FK0572|---------------------------------------------------------------------|
 FK0572
 FK0572                          SUPERSEDED SURVEY CONTROL
 FK0572
 FK0572  NAD 83(1986)-  35 21 17.23420(N)    099 11 34.80467(W) AD(       ) 2
 FK0572  NAD 27      -  35 21 17.05298(N)    099 11 33.50837(W) AD(       ) 2
 FK0572
 FK0572.Superseded values are not recommended for survey control.
 FK0572
 FK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0572.See file dsdata.pdf to determine how the superseded data were derived.
 FK0572
 FK0572_MARKER: DS = TRIANGULATION STATION DISK
 FK0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0572_STAMPING: BURNS 1960
 FK0572_MARK LOGO: CGS
 FK0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0572+STABILITY: SURFACE MOTION
 FK0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0572+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 FK0572
 FK0572  HISTORY     - Date     Condition        Report By
 FK0572  HISTORY     - 1960     MONUMENTED       CGS
 FK0572  HISTORY     - 1965     GOOD             CGS
 FK0572  HISTORY     - 1970     GOOD             LOCENG
 FK0572  HISTORY     - 1977     GOOD             NGS
 FK0572  HISTORY     - 1978     GOOD             NGS
 FK0572  HISTORY     - 19850720 GOOD             DMA
 FK0572  HISTORY     - 20040105 GOOD             INDIV
 FK0572  HISTORY     - 20080227 MARK NOT FOUND   PGSONS
 FK0572
 FK0572                          STATION DESCRIPTION
 FK0572
 FK0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0572'THE STATION IS 16-1/2 MILES SOUTHWEST OF CLINTON, 12-1/2
 FK0572'MILES WEST-NORTHWEST OF CORDELL, 1.5 MILES WEST-NORTHWEST
 FK0572'OF THE VILLAGE OF BURNS FLAT AND ON THE PROPERTY OF THE
 FK0572'CLINTON SHERMAN AIR FORCE BASE.
 FK0572'
 FK0572'TO REACH THE STATION FROM THE ENTRANCE GATE TO THE AIR FORCE
 FK0572'BASE, DRIVE WESTERLY ALONG C AVENUE FOR 0.95 MILE TO ITS
 FK0572'JUNCTION WITH FOURTH STREET AND AZIMUTH MARK NO 1 ON THE
 FK0572'RIGHT.  CONTINUE WEST ON C AVENUE FOR 0.4 MILE TO THE STATION
 FK0572'ON THE RIGHT.
 FK0572'
 FK0572'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 FK0572'EACH STAMPED BURNS 1960.  THE SURFACE MARK IS SET IN THE
 FK0572'TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP, PROJECTING
 FK0572'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 170.0 FEET
 FK0572'NORTHWEST OF A GUY-POLE FOR A POWERLINE AND 112.5 FEET NORTH
 FK0572'OF THE CENTER OF C AVENUE.
 FK0572'
 FK0572'REFERENCE MARK 1, STAMPED BURNS NO 1 1960, IS A STANDARD
 FK0572'DISK SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE
 FK0572'AT THE TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 FK0572'GROUND.  IT IS 36.0 FEET NORTH OF THE CENTER OF C AVENUE,
 FK0572'2.0 FEET NORTH OF A GUY-POLE FOR A POWERLINE AND 109.0 FEET
 FK0572'WEST OF THE JUNCTION OF C AVENUE WITH SECOND STREET.
 FK0572'
 FK0572'REFERENCE MARK 2, STAMPED BURNS NO 2 1960, IS A STANDARD DISK
 FK0572'SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE
 FK0572'TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FK0572'IT IS 111.0 FEET EAST OF THE JUNCTION OF C AVENUE WITH FIRST
 FK0572'STREET, 35.5 FEET NORTH OF THE CENTER OF C AVENUE AND 2.0
 FK0572'FEET NORTHEAST OF A GUY-POLE FOR A POWERLINE.
 FK0572'
 FK0572'AZIMUTH MARK 1 IS A STANDARD DISK, STAMPED BURNS NO 1 1960.
 FK0572'THE MARK, SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE
 FK0572'AT THE TOP, IS 63.0 FEET NORTH OF THE CENTER OF C AVENUE,
 FK0572'49.5 FEET WEST OF THE CENTER OF FOURTH STREET AND 4.0 FEET
 FK0572'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE CURB
 FK0572'SURROUNDING THE PARKING AREA FOR BUILDING NO. 420.  THE MARK
 FK0572'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 FK0572'
 FK0572'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED BURNS NO 2 1960.
 FK0572'THE MARK, SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE
 FK0572'AT THE TOP AND PROJECTING 2 INCHES, IS LOCATED AT THE
 FK0572'NORTHWEST CORNER OF THE BURNS FLAT GRAVEYARD.  IT IS 37.5
 FK0572'FEET NORTH OF A LONE CEDAR TREE, 36.0 FEET SOUTH OF AND
 FK0572'ABOUT 10 FEET HIGHER IN ELEVATION THAN AN EAST-WEST COUNTY
 FK0572'ROAD, 7.5 FEET SOUTHEAST OF A FENCE CORNER AND 5.0 FEET
 FK0572'SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 FK0572
 FK0572                          STATION RECOVERY (1965)
 FK0572
 FK0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FK0572'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK
 FK0572'1 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FK0572
 FK0572                          STATION RECOVERY (1970)
 FK0572
 FK0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (CIH)
 FK0572'BURNS 1960 RECOVERED IN GOOD CONDITION.
 FK0572'
 FK0572'THIS STATION IS FLUSH WITH GROUND.  NO WITNESS POST WAS SET DUE TO
 FK0572'BEING IN CLINTON SHERMAN AIR FORCE BASE GROUNDS.
 FK0572
 FK0572                          STATION RECOVERY (1977)
 FK0572
 FK0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 FK0572'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH RM
 FK0572'NO 1.  RM NO 2 WAS FOUND SHEARED OFF AND THE POLE IS GONE.
 FK0572'
 FK0572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLINTON-SHFERMAN
 FK0572'AIRPORT.
 FK0572
 FK0572                          STATION RECOVERY (1978)
 FK0572
 FK0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 FK0572'BURNS 1960, RM 1, AZIMUTH MARK 1 AND 2 RECOVERED AS DESCRIBED.  RM 2
 FK0572'DISK REMOVED.
 FK0572'
 FK0572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI WNW OF BURNS
 FK0572'FLAT.
 FK0572
 FK0572                          STATION RECOVERY (1985)
 FK0572
 FK0572'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0572'RECOVERED IN GOOD CONDITION.
 FK0572
 FK0572                          STATION RECOVERY (2004)
 FK0572
 FK0572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GHG)
 FK0572'RECOVERED AS DESCRIBED EXCEPT THE NAME OF C AVENUE HAS CHANGED TO
 FK0572'SOONER ROAD.
 FK0572
 FK0572                          STATION RECOVERY (2008)
 FK0572
 FK0572'RECOVERY NOTE BY PGS ONSHORE 2008 (DHG)
 FK0572'SURFACE MARK AND REFERENCE MARKS NOT RECOVERED/FOUND AS LOCATION AREA
 FK0572'NOW IS COMPLETELY COVERED WITH GRAVEL AND IS USED AS INDUSTRIAL
 FK0572'EQUIPMENT STORAGE AREA/PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0614 ***********************************************************************
 GJ0614  DESIGNATION -  BURNS
 GJ0614  PID         -  GJ0614
 GJ0614  STATE/COUNTY-  OK/WOODS
 GJ0614  COUNTRY     -  US
 GJ0614  USGS QUAD   -  ALVA NW (2018)
 GJ0614
 GJ0614                         *CURRENT SURVEY CONTROL
 GJ0614  ______________________________________________________________________
 GJ0614* NAD 83(1997) POSITION- 36 57 25.99233(N) 098 43 22.04106(W)   ADJUSTED
 GJ0614* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) SCALED
 GJ0614  ______________________________________________________________________
 GJ0614  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 GJ0614  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 GJ0614  HORZ ORDER      -  FIRST
 GJ0614
 GJ0614.The horizontal coordinates were established by classical geodetic methods
 GJ0614.and adjusted by the National Geodetic Survey in October 1998.
 GJ0614
 GJ0614.The orthometric height was scaled from a topographic map.
 GJ0614
 GJ0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0614.GEOID18 height accuracy estimate available here.
 GJ0614
 GJ0614.Click photographs - Photos may exist for this station.
 GJ0614
 GJ0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0614
 GJ0614. The following values were computed from the NAD 83(1997) position.
 GJ0614
 GJ0614;                    North         East     Units Scale Factor Converg.
 GJ0614;SPC OK N     -   217,409.909   535,625.300   MT  1.00004032   -0 25 35.6
 GJ0614;SPC OK N     -   713,285.68  1,757,297.34   sFT  1.00004032   -0 25 35.6
 GJ0614;UTM  14      - 4,090,162.567   524,678.966   MT  0.99960750   +0 09 60.0
 GJ0614
 GJ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0614!SPC OK N     -   0.99992909  x   1.00004032  =   0.99996941
 GJ0614!UTM  14      -   0.99992909  x   0.99960750  =   0.99953662
 GJ0614
 GJ0614:                Primary Azimuth Mark                     Grid Az
 GJ0614:SPC OK N     -  BURNS AZ MK                              192 05 19.8
 GJ0614:UTM  14      -  BURNS AZ MK                              191 29 44.2
 GJ0614
 GJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2467890162(NAD 83)
 GJ0614
 GJ0614|---------------------------------------------------------------------|
 GJ0614| PID    Reference Object                     Distance      Geod. Az  |
 GJ0614|                                                           dddmmss.s |
 GJ0614| CK9076 BURNS RM 1                           79.437 METERS 01642     |
 GJ0614| HG0847 HARDTNER MUNICIPAL WATER TANK       APPROX. 9.5 KM 0432148.2 |
 GJ0614| GJ0603 ALVA SILVER TANK                    APPROX.18.6 KM 1642044.7 |
 GJ0614| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.19.2 KM 1652905.6 |
 GJ0614| CK9075 BURNS AZ MK                                        1913944.2 |
 GJ0614| CK9077 BURNS RM 2                           36.200 METERS 27023     |
 GJ0614|---------------------------------------------------------------------|
 GJ0614
 GJ0614                          SUPERSEDED SURVEY CONTROL
 GJ0614
 GJ0614  NAD 83(1993)-  36 57 25.99218(N)    098 43 22.04161(W) AD(       ) 1
 GJ0614  NAD 83(1986)-  36 57 25.99589(N)    098 43 22.02980(W) AD(       ) 1
 GJ0614  NAD 27      -  36 57 25.89084(N)    098 43 20.72120(W) AD(       ) 1
 GJ0614
 GJ0614.Superseded values are not recommended for survey control.
 GJ0614
 GJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0614.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0614
 GJ0614_MARKER: DS = TRIANGULATION STATION DISK
 GJ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0614_STAMPING: BURNS 1934
 GJ0614_MARK LOGO: CGS
 GJ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0614+STABILITY: SURFACE MOTION
 GJ0614
 GJ0614  HISTORY     - Date     Condition        Report By
 GJ0614  HISTORY     - 1934     MONUMENTED       CGS
 GJ0614
 GJ0614                          STATION DESCRIPTION
 GJ0614
 GJ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0614'STATION IS IN SOUTHWEST QUARTER OF SECTION 28, T. 29 N., R. 14 W.,
 GJ0614'ABOUT 11 MILES NORTH AND 3 MILES WEST OF ALVA, ON A LONG,
 GJ0614'LOW RIDGE EXTENDING NORTH AND SOUTH, ON THE NORTH SIDE OF ROAD
 GJ0614'WHERE IT CROSSES OVER THE RIDGE.  THERE IS A HEDGEROW ON THE
 GJ0614'NORTH SIDE OF ROAD, AND A METAL GRANARY IN THE FIELD ABOUT 300
 GJ0614'YARDS TO THE SOUTHEAST.
 GJ0614'
 GJ0614'REACHED FROM THE ALVA POST OFFICE BY GOING EAST 1/2 BLOCK,
 GJ0614'THEN LEFT NORTH ON STATE HIGHWAY 14, FOLLOWING IT FOR 7.0 MILES
 GJ0614'TO JUNCTION OF STATE HIGHWAYS 14 AND 42, TURN LEFT (WEST) ON
 GJ0614'GRADED DIRT ROAD AND GO 2.0 MILES, THEN RIGHT (NORTH) FOR 3.0
 GJ0614'MILES, TURN LEFT (WEST), GO 0.25 MILE, THEN RIGHT (NORTH) 1.0
 GJ0614'MILE, THEN LEFT 1.85 MILES TO WHERE LANE LEADS NORTH AND
 GJ0614'STATION.
 GJ0614'
 GJ0614'STATION IS 81.5 FEET WEST OF CENTERLINE OF LANE LEADING NORTH,
 GJ0614'26 FEET NORTH OF CENTERLINE OF EAST-AND-WEST ROAD LEADING TO
 GJ0614'STATION, ON NORTH RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS ABOUT
 GJ0614'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THERE IS A METAL MAIL
 GJ0614'BOX MARKED W. BURNS AT THE ENTRANCE OF THE LANE.
 GJ0614'
 GJ0614'REFERENCE MARK NO. 1 IS 79.437 METERS (260.62 FEET)
 GJ0614'NORTH-NORTHEAST OF STATION, 18 FEET WEST OF CENTERLINE OF
 GJ0614'LANE LEADING NORTH, ON NORTH-AND-SOUTH FENCE LINE AND PROJECTS
 GJ0614'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0614'
 GJ0614'REFERENCE MARK NO. 2 IS 36.200 METERS (11,.77 FEET)
 GJ0614'WEST OF STATION, 27 FEET NORTH OF CENTERLINE OF EAST-AND-WEST ROAD
 GJ0614'LEADING TO STATION, 2 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE
 GJ0614'LINE AND PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 GJ0614'GROUND.
 GJ0614'
 GJ0614'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH-SOUTHWEST
 GJ0614'OF STATION.  REACHED BY GOING WEST 0.15 MILE TO CROSSROADS,
 GJ0614'THEN LEFT (SOUTH) 0.65 MILE TO MARK IN EAST RIGHT-OF-WAY FENCE
 GJ0614'LINE, 0.05 MILE SOUTH OF CONCRETE CULVERT, 20 FEET EAST OF
 GJ0614'CENTERLINE OF NORTH-AND-SOUTH ROAD.  MARK PROJECTS ABOUT 4
 GJ0614'INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0614'
 GJ0614'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0574 ***********************************************************************
 FK0574  DESIGNATION -  BURNS AZIMUTH MARK 2
 FK0574  PID         -  FK0574
 FK0574  STATE/COUNTY-  OK/WASHITA
 FK0574  COUNTRY     -  US
 FK0574  USGS QUAD   -  DILL CITY (2018)
 FK0574
 FK0574                         *CURRENT SURVEY CONTROL
 FK0574  ______________________________________________________________________
 FK0574* NAD 83(1993) POSITION- 35 21 49.64769(N) 099 10 47.81147(W)   ADJUSTED
 FK0574* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 FK0574  ______________________________________________________________________
 FK0574  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 FK0574  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 FK0574  HORZ ORDER      -  THIRD
 FK0574
 FK0574.This mark is at Clinton Sherman Airport (CSM)
 FK0574
 FK0574.The horizontal coordinates were established by classical geodetic methods
 FK0574.and adjusted by the National Geodetic Survey in November 1994.
 FK0574
 FK0574.The orthometric height was scaled from a topographic map.
 FK0574
 FK0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0574.GEOID18 height accuracy estimate available here.
 FK0574
 FK0574.Click photographs - Photos may exist for this station.
 FK0574
 FK0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0574
 FK0574. The following values were computed from the NAD 83(1993) position.
 FK0574
 FK0574;                    North         East     Units Scale Factor Converg.
 FK0574;SPC OK S     -   225,862.059   492,763.043   MT  1.00002839   -0 40 11.1
 FK0574;SPC OK S     -   741,015.77  1,616,673.42   sFT  1.00002839   -0 40 11.1
 FK0574;UTM  14      - 3,913,402.177   483,652.478   MT  0.99960329   -0 06 14.9
 FK0574
 FK0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0574!SPC OK S     -   0.99991256  x   1.00002839  =   0.99994095
 FK0574!UTM  14      -   0.99991256  x   0.99960329  =   0.99951589
 FK0574
 FK0574:                Primary Azimuth Mark                     Grid Az
 FK0574:SPC OK S     -  BURNS                                    230 34 15.9
 FK0574:UTM  14      -  BURNS                                    230 00 19.7
 FK0574
 FK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8365213402(NAD 83)
 FK0574
 FK0574|---------------------------------------------------------------------|
 FK0574| PID    Reference Object                     Distance      Geod. Az  |
 FK0574|                                                           dddmmss.s |
 FK0574| FK0570 CLINTON SHERMAN AFB TANK BCN        APPROX. 1.6 KM 1781444.3 |
 FK0574| FK0577 BURNS AZIMUTH MARK 1                APPROX. 1.4 KM 2060701.8 |
 FK0574| FK0571 CLINTON SHERMAN AFB CONT TWR        APPROX. 2.1 KM 2284906.4 |
 FK0574| FK0572 BURNS                               APPROX. 1.6 KM 2295404.8 |
 FK0574| FK0573 CLINTON SHERMAN AFB TANK LT         APPROX. 3.0 KM 2533838.0 |
 FK0574|---------------------------------------------------------------------|
 FK0574
 FK0574                          SUPERSEDED SURVEY CONTROL
 FK0574
 FK0574  NAD 83(1986)-  35 21 49.65528(N)    099 10 47.80953(W) AD(       ) 3
 FK0574  NAD 27      -  35 21 49.47722(N)    099 10 46.50985(W) AD(       ) 3
 FK0574
 FK0574.Superseded values are not recommended for survey control.
 FK0574
 FK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0574.See file dsdata.pdf to determine how the superseded data were derived.
 FK0574
 FK0574_MARKER: DZ = AZIMUTH MARK DISK
 FK0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0574_STAMPING: BURNS NO 2 1960
 FK0574_MARK LOGO: CGS
 FK0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0574+STABILITY: SURFACE MOTION
 FK0574
 FK0574  HISTORY     - Date     Condition        Report By
 FK0574  HISTORY     - 1960     MONUMENTED       CGS
 FK0574  HISTORY     - 1977     GOOD             NGS
 FK0574  HISTORY     - 19850720 GOOD             DMA
 FK0574
 FK0574                          STATION DESCRIPTION
 FK0574
 FK0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0574'THE STATION IS 16 MILES SOUTHWEST OF CLINTON, 13 MILES
 FK0574'WEST-NORTHWEST OF CORDELL, 1-3/4 MILES NORTHWEST OF THE VILLAGE
 FK0574'OF BURNS FLAT, WITHIN THE NORTHWEST CORNER OF THE BURNS FLAT
 FK0574'CEMETERY, ABOUT 200 YARDS WEST OF THE NORTHWEST CORNER OF
 FK0574'THE CLINTON SHERMAN AIR FORCE BASE HOUSING UNIT WHICH
 FK0574'IS UNDER CONSTRUCTION AT THIS TIME.
 FK0574'
 FK0574'TO REACH THE STATION FROM THE ENTRANCE TO THE AIR FORCE BASE,
 FK0574'DRIVE NORTH ON STATE HIGHWAY 44 FOR 0.55 MILE TO A CROSSROAD.
 FK0574'TURN LEFT AND DRIVE WEST ON THE MACADAM SURFACED ROAD FOR 0.45
 FK0574'MILE TO THE CEMETERY AND STATION ON THE LEFT.
 FK0574'
 FK0574'THE STATION IS A STANDARD AZIMUTH MARK DISK, STAMPED BURNS
 FK0574'NO 2 1960, SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE
 FK0574'AT THE TOP AND PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.
 FK0574'IT IS 37.5 FEET NORTH OF A LONE CEDAR TREE, 36.0 FEET SOUTH
 FK0574'OF AND 10 FEET HIGHER IN ELEVATION THAN, AN EAST-WEST COUNTY
 FK0574'ROAD, 7.5 FEET SOUTHEAST OF A FENCE AND 5.0 FEET SOUTHWEST
 FK0574'OF A METAL WITNESS POST WITH SIGN.
 FK0574
 FK0574                          STATION RECOVERY (1977)
 FK0574
 FK0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 FK0574'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FK0574'
 FK0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLINTON-SHERMAN
 FK0574'AIRPORT.
 FK0574
 FK0574                          STATION RECOVERY (1985)
 FK0574
 FK0574'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0577 ***********************************************************************
 FK0577  DESIGNATION -  BURNS AZIMUTH MARK 1
 FK0577  PID         -  FK0577
 FK0577  STATE/COUNTY-  OK/WASHITA
 FK0577  COUNTRY     -  US
 FK0577  USGS QUAD   -  DILL CITY (2018)
 FK0577
 FK0577                         *CURRENT SURVEY CONTROL
 FK0577  ______________________________________________________________________
 FK0577* NAD 83(1993) POSITION- 35 21 09.76917(N) 099 11 11.67539(W)   ADJUSTED
 FK0577* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 FK0577  ______________________________________________________________________
 FK0577  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 FK0577  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 FK0577  HORZ ORDER      -  THIRD
 FK0577
 FK0577.This mark is at Clinton Sherman Airport (CSM)
 FK0577
 FK0577.The horizontal coordinates were established by classical geodetic methods
 FK0577.and adjusted by the National Geodetic Survey in November 1994.
 FK0577
 FK0577.The orthometric height was scaled from a topographic map.
 FK0577
 FK0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0577.GEOID18 height accuracy estimate available here.
 FK0577
 FK0577.Click photographs - Photos may exist for this station.
 FK0577
 FK0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0577
 FK0577. The following values were computed from the NAD 83(1993) position.
 FK0577
 FK0577;                    North         East     Units Scale Factor Converg.
 FK0577;SPC OK S     -   224,640.171   492,146.173   MT  1.00002577   -0 40 24.7
 FK0577;SPC OK S     -   737,006.96  1,614,649.57   sFT  1.00002577   -0 40 24.7
 FK0577;UTM  14      - 3,912,174.779   483,047.956   MT  0.99960354   -0 06 28.6
 FK0577
 FK0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0577!SPC OK S     -   0.99991287  x   1.00002577  =   0.99993864
 FK0577!UTM  14      -   0.99991287  x   0.99960354  =   0.99951645
 FK0577
 FK0577:                Primary Azimuth Mark                     Grid Az
 FK0577:SPC OK S     -  BURNS                                    292 09 27.7
 FK0577:UTM  14      -  BURNS                                    291 35 31.6
 FK0577
 FK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8304712174(NAD 83)
 FK0577
 FK0577|---------------------------------------------------------------------|
 FK0577| PID    Reference Object                     Distance      Geod. Az  |
 FK0577|                                                           dddmmss.s |
 FK0577| FK0574 BURNS AZIMUTH MARK 2                APPROX. 1.4 KM 0260648.0 |
 FK0577| FK0570 CLINTON SHERMAN AFB TANK BCN        APPROX. 0.8 KM 1213300.7 |
 FK0577| FK0571 CLINTON SHERMAN AFB CONT TWR        APPROX. 1.0 KM 2605902.6 |
 FK0577| FK0573 CLINTON SHERMAN AFB TANK LT         APPROX. 2.3 KM 2794806.4 |
 FK0577| FK0572 BURNS                               APPROX. 0.6 KM 2912903.0 |
 FK0577|---------------------------------------------------------------------|
 FK0577
 FK0577                          SUPERSEDED SURVEY CONTROL
 FK0577
 FK0577  NAD 83(1986)-  35 21 09.77632(N)    099 11 11.67390(W) AD(       ) 3
 FK0577  NAD 27      -  35 21 09.59409(N)    099 11 10.37652(W) AD(       ) 3
 FK0577
 FK0577.Superseded values are not recommended for survey control.
 FK0577
 FK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0577.See file dsdata.pdf to determine how the superseded data were derived.
 FK0577
 FK0577_MARKER: DZ = AZIMUTH MARK DISK
 FK0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0577_STAMPING: BURNS NO 1 1960
 FK0577_MARK LOGO: CGS
 FK0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0577+STABILITY: SURFACE MOTION
 FK0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0577+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004
 FK0577
 FK0577  HISTORY     - Date     Condition        Report By
 FK0577  HISTORY     - 1960     MONUMENTED       CGS
 FK0577  HISTORY     - 1965     GOOD             CGS
 FK0577  HISTORY     - 1977     GOOD             NGS
 FK0577  HISTORY     - 19850720 GOOD             DMA
 FK0577  HISTORY     - 20040105 GOOD             INDIV
 FK0577
 FK0577                          STATION DESCRIPTION
 FK0577
 FK0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0577'THE STATION IS 16-1/2 MILES SOUTHWEST OF CLINTON, 12-1/2
 FK0577'MILES WEST-NORTHWEST OF CORDELL, 1.0 MILE WEST-NORTHWEST
 FK0577'OF THE VILLAGE OF BURNS FLAT, ON THE PROPERTY OF THE CLINTON
 FK0577'SHERMAN AIR FORCE BASE, AT THE NORTHWEST QUADRANDT OF THE
 FK0577'INTERSECTION OF C AVENUE AND FOURTH STREET.
 FK0577'
 FK0577'TO REACH THE STATION FROM THE ENTRANCE GATE TO THE AIR FORCE BASE,
 FK0577'DRIVE WESTERLY ON C AVENUE FOR 0.95 MILE TO ITS JUNCTION
 FK0577'WITH FOURTH STREET AND THE MARK ON THE RIGHT.
 FK0577'
 FK0577'THE STATION IS A STANDARD AZIMUTH MARK DISK, STAMPED BURNS
 FK0577'NO 1 1960, SET IN THE TOP OF A CONCRETE POST, 12 INCHES
 FK0577'SQUARE AT THE TOP AND PROJECTING 1 INCH ABOVE THE GROUND
 FK0577'SURFACE.  IT IS 63.0 FEET NORTH OF THE CENTER OF C AVENUE,
 FK0577'49.5 FEET WEST OF THE CENTER OF FOURTH STREET AND 4.0 FEET
 FK0577'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE CURB
 FK0577'SURROUNDING THE PARKING AREA FOR BUILDING NO. 420.
 FK0577
 FK0577                          STATION RECOVERY (1965)
 FK0577
 FK0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FK0577'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 FK0577'GOOD CONDITION.  THE ORIGINAL DESCRIPTION.
 FK0577
 FK0577                          STATION RECOVERY (1977)
 FK0577
 FK0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 FK0577'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FK0577'
 FK0577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLINTON-SHERMAN
 FK0577'AIRPORT.
 FK0577
 FK0577                          STATION RECOVERY (1985)
 FK0577
 FK0577'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0577'RECOVERED IN GOOD CONDITION.
 FK0577
 FK0577                          STATION RECOVERY (2004)
 FK0577
 FK0577'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GHG)
 FK0577'RECOVERED AS DESCRIBED EXCEPT THE NAME OF C AVENUE HAS CHANGED TO
 FK0577'SOONER ROAD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0832 ***********************************************************************
 EL0832  DESIGNATION -  BURROS RESET
 EL0832  PID         -  EL0832
 EL0832  STATE/COUNTY-  OK/PONTOTOC
 EL0832  COUNTRY     -  US
 EL0832  USGS QUAD   -  STRATFORD (2018)
 EL0832
 EL0832                         *CURRENT SURVEY CONTROL
 EL0832  ______________________________________________________________________
 EL0832* NAD 83(1993) POSITION- 34 47 47.71224(N) 096 54 30.04032(W)   ADJUSTED
 EL0832* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 EL0832  ______________________________________________________________________
 EL0832  GEOID HEIGHT    -        -25.884 (meters)                     GEOID18
 EL0832  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 EL0832  HORZ ORDER      -  FIRST
 EL0832
 EL0832.The horizontal coordinates were established by classical geodetic methods
 EL0832.and adjusted by the National Geodetic Survey in November 1994.
 EL0832
 EL0832.The orthometric height was scaled from a topographic map.
 EL0832
 EL0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0832.GEOID18 height accuracy estimate available here.
 EL0832
 EL0832.Click photographs - Photos may exist for this station.
 EL0832
 EL0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0832
 EL0832. The following values were computed from the NAD 83(1993) position.
 EL0832
 EL0832;                    North         East     Units Scale Factor Converg.
 EL0832;SPC OK S     -   162,850.066   699,893.554   MT  0.99994279   +0 37 10.7
 EL0832;SPC OK S     -   534,283.92  2,296,234.10   sFT  0.99994279   +0 37 10.7
 EL0832;UTM  14      - 3,852,479.424   691,353.100   MT  1.00005132   +1 11 38.4
 EL0832
 EL0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0832!SPC OK S     -   0.99994848  x   0.99994279  =   0.99989128
 EL0832!UTM  14      -   0.99994848  x   1.00005132  =   0.99999980
 EL0832
 EL0832:                Primary Azimuth Mark                     Grid Az
 EL0832:SPC OK S     -  BURROS AZ MK                             271 29 01.3
 EL0832:UTM  14      -  BURROS AZ MK                             270 54 33.6
 EL0832
 EL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9135352479(NAD 83)
 EL0832
 EL0832|---------------------------------------------------------------------|
 EL0832| PID    Reference Object                     Distance      Geod. Az  |
 EL0832|                                                           dddmmss.s |
 EL0832| CX9077 BURROS RM 2                          18.029 METERS 26649     |
 EL0832| EL0833 STRATFORD MUNICIPAL TANK            APPROX. 5.0 KM 2675937.4 |
 EL0832| CX9075 BURROS AZ MK                                       2720612.0 |
 EL0832| CX9076 BURROS RM 1                          21.519 METERS 35504     |
 EL0832|---------------------------------------------------------------------|
 EL0832
 EL0832                          SUPERSEDED SURVEY CONTROL
 EL0832
 EL0832  NAD 83(1986)-  34 47 47.71574(N)    096 54 30.02759(W) AD(       ) 1
 EL0832  NAD 27      -  34 47 47.41800(N)    096 54 28.95870(W) AD(       ) 1
 EL0832
 EL0832.Superseded values are not recommended for survey control.
 EL0832
 EL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0832.See file dsdata.pdf to determine how the superseded data were derived.
 EL0832
 EL0832_MARKER: DS = TRIANGULATION STATION DISK
 EL0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0832_STAMPING: BURROS 1954 1970
 EL0832_MARK LOGO: CGS
 EL0832_PROJECTION: PROJECTING 2 CENTIMETERS
 EL0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0832+STABILITY: SURFACE MOTION
 EL0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0832+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 EL0832
 EL0832  HISTORY     - Date     Condition        Report By
 EL0832  HISTORY     - 1970     MONUMENTED       NGS
 EL0832  HISTORY     - 20010625 GOOD             NONE
 EL0832
 EL0832                          STATION DESCRIPTION
 EL0832
 EL0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EL0832'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 EL0832'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 EL0832'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EL0832'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 EL0832'REFERENCE MARK NO. 1 FAILED TO CHECK BY -0.19 FEET.  THE DISTANCE
 EL0832'TO REFERENCE MARK NO. 2 FAILED TO CHECK BY -0.04 FEET.  THE
 EL0832'DIRECTION BETWEEN THE STRATFORD MUNICIPAL WATER TANK AND THE
 EL0832'AZIMUTH MARK FAILED TO CHECK BY -08.9 SECONDS.  A NEW
 EL0832'SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 EL0832'UNDERGROUND STATION MARK.
 EL0832'
 EL0832'THE TO REACH AND THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 EL0832'
 EL0832'FOLLOWING ARE ADDITIONAL NOTES.
 EL0832'
 EL0832'STATION MARK, A STANDARD DISK STAMPED BURROS 1954 1970, IS SET IN
 EL0832'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 59.5
 EL0832'FEET EAST-NORTHEAST OF A STEEL BRACE POST IN AN EAST-WEST FENCE AND
 EL0832'1 FOOT WEST OF A METAL WITNESS POST.  THE UNDERGROUND STATION MARK
 EL0832'IS STAMPED BURROS 1945, SET IN THE TOP OF AN IRREGULAR MASS OF
 EL0832'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 EL0832'
 EL0832'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 EL0832'
 EL0832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 EL0832'EAST OF STRATFORD.
 EL0832
 EL0832                          STATION RECOVERY (2001)
 EL0832
 EL0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ALM)
 EL0832'RECOVERED AS DESCRIBED, SOUTH SIDE OF HIGHWAY IN RIGHT OF WAY. +- 2.5'
 EL0832'UNDER GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1036 ***********************************************************************
 FH1036  DESIGNATION -  BURSON
 FH1036  PID         -  FH1036
 FH1036  STATE/COUNTY-  OK/HASKELL
 FH1036  COUNTRY     -  US
 FH1036  USGS QUAD   -  KEOTA (2018)
 FH1036
 FH1036                         *CURRENT SURVEY CONTROL
 FH1036  ______________________________________________________________________
 FH1036* NAD 83(1993) POSITION- 35 18 55.21147(N) 094 59 16.52031(W)   ADJUSTED
 FH1036* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 FH1036  ______________________________________________________________________
 FH1036  GEOID HEIGHT    -        -30.486 (meters)                     GEOID18
 FH1036  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 FH1036  HORZ ORDER      -  FIRST
 FH1036
 FH1036.The horizontal coordinates were established by classical geodetic methods
 FH1036.and adjusted by the National Geodetic Survey in November 1994.
 FH1036
 FH1036.The orthometric height was scaled from a topographic map.
 FH1036
 FH1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1036.GEOID18 height accuracy estimate available here.
 FH1036
 FH1036.Click photographs - Photos may exist for this station.
 FH1036
 FH1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1036
 FH1036. The following values were computed from the NAD 83(1993) position.
 FH1036
 FH1036;                    North         East     Units Scale Factor Converg.
 FH1036;SPC OK S     -   223,945.758   873,872.093   MT  1.00001724   +1 42 34.9
 FH1036;SPC OK S     -   734,728.71  2,867,028.69   sFT  1.00001724   +1 42 34.9
 FH1036;UTM  15      - 3,909,826.304   319,285.341   MT  1.00000248   -1 08 58.1
 FH1036
 FH1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1036!SPC OK S     -   0.99996412  x   1.00001724  =   0.99998136
 FH1036!UTM  15      -   0.99996412  x   1.00000248  =   0.99996660
 FH1036
 FH1036:                Primary Azimuth Mark                     Grid Az
 FH1036:SPC OK S     -  BURSON AZ MK                             296 39 31.5
 FH1036:UTM  15      -  BURSON AZ MK                             299 31 04.5
 FH1036
 FH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1928509826(NAD 83)
 FH1036
 FH1036|---------------------------------------------------------------------|
 FH1036| PID    Reference Object                     Distance      Geod. Az  |
 FH1036|                                                           dddmmss.s |
 FH1036| CI1329 BURSON RM 1                          16.759 METERS 04614     |
 FH1036| CI1330 BURSON RM 2                           6.537 METERS 18444     |
 FH1036| CI1328 BURSON AZ MK                                       2982206.4 |
 FH1036|---------------------------------------------------------------------|
 FH1036
 FH1036                          SUPERSEDED SURVEY CONTROL
 FH1036
 FH1036  NAD 83(1986)-  35 18 55.22062(N)    094 59 16.51067(W) AD(       ) 1
 FH1036  NAD 27      -  35 18 54.87300(N)    094 59 15.67400(W) AD(       ) 1
 FH1036
 FH1036.Superseded values are not recommended for survey control.
 FH1036
 FH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1036.See file dsdata.pdf to determine how the superseded data were derived.
 FH1036
 FH1036_MARKER: DS = TRIANGULATION STATION DISK
 FH1036_SETTING: 66 = SET IN ROCK OUTCROP
 FH1036_STAMPING: BURSON 1940
 FH1036_MARK LOGO: CGS
 FH1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1036+STABILITY: POSITION/ELEVATION WELL
 FH1036
 FH1036  HISTORY     - Date     Condition        Report By
 FH1036  HISTORY     - 1940     MONUMENTED       CGS
 FH1036  HISTORY     - 1959     GOOD             CGS
 FH1036
 FH1036                          STATION DESCRIPTION
 FH1036
 FH1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1036'STATION IS LOCATED ABOUT 5-1/2 MILES NW OF KEOTA AND ABOUT
 FH1036'9 MILES NE OF STIGLER ON THE EXTREME W END AND HIGHEST POINT
 FH1036'OF A FLAT-TOPPED WOODED RIDGE.
 FH1036'
 FH1036'STATION MARK IS 4 FEET E OF THE W EDGE OF CLIFF OVERLOOKING
 FH1036'THE VALLEY TO THE W, 9.4 FEET N OF A WHITE WITNESS POST,
 FH1036'FLUSH WITH THE GROUND AND STAMPED BURSON 1940.
 FH1036'
 FH1036'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FH1036'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1036'
 FH1036'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FH1036'
 FH1036'REFERENCE MARK NO.1 IS NE OF STATION, ABOUT 30 FEET E OF
 FH1036'W EDGE OF CLIFF, FLUSH WITH THE GROUND, 1 FOOT BELOW THE
 FH1036'STATION, STAMPED BURSON NO.1 1940.  REFERENCE MARK NO.2
 FH1036'IS S OF THE STATION, 3 FEET NE OF W EDGE OF CLIFF, FLUSH
 FH1036'WITH THE GROUND, 1 FOOT BELOW THE STATION, STAMPED BURSON
 FH1036'NO.2 1940.
 FH1036'
 FH1036'AZIMUTH MARK IS 24 FEET W OF THE CENTER LINE OF ROAD, ABOUT
 FH1036'100 FEET NE OF SMALL HOUSE, 4 FEET N OF FENCE CORNER, 3.2
 FH1036'FEET S OF A WHITE WITNESS POST, PROJECTS 6 INCHES, AND IS
 FH1036'STAMPED BURSON 1940.
 FH1036'
 FH1036'TO REACH THE STATION FROM STIGLER, GO E ON STATE HIGHWAY
 FH1036'10 FOR 5.4 MILES TO THE RAILROAD UNDERPASS, CONTINUE E ON
 FH1036'HIGHWAY 10 FOR 1.2 MILES TO DIRT ROAD LEADING LEFT (N), TURN
 FH1036'LEFT AND GO 1.0 MILE TO THE KANIMA SCHOOL ON RIGHT AT
 FH1036'CROSSROADS, TURN LEFT (W) AND GO 0.5 MILE TO ROAD LEADING
 FH1036'RIGHT (N), TURN RIGHT AND GO N AND NE 3.7 MILES TO THE CASS
 FH1036'SCHOOL ON LEFT, CONTINUE N FOR 0.2 MILE TO THE AZIMUTH MARK
 FH1036'ON LEFT (S), CONTINUE N 0.7 MILE TO ROAD LEADING RIGHT
 FH1036'(E), TURN RIGHT AND GO 2.0 MILES ON ROUGH ROAD TO RIGHT
 FH1036'(S) TURN, TURN RIGHT AND GO 0.5 MILE UP GRADE ON ROCKY ROAD
 FH1036'TO SIDE ROAD AT TOP OF HILL, CONTINUE STRAIGHT AHEAD (S)
 FH1036'FOR 0.5 MILE TO CROSSROADS, TURN RIGHT (W) AND GO 0.7 MILE
 FH1036'TO END OF ROAD AT FARMHOUSE, PASS THROUGH GATE AND YARD
 FH1036'OF HOUSE AND FOLLOW CATTLE TRAIL W AND SW TO HIGHEST
 FH1036'POINT OF RIDGE AND STATION.
 FH1036'
 FH1036'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1036
 FH1036                          STATION RECOVERY (1959)
 FH1036
 FH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1036'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1036'CONDITION.
 FH1036'
 FH1036'DUE TO SOME ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 FH1036'
 FH1036'TO REACH FROM STIGLER, GO EAST ON STATE HIGHWAY 9 FOR 5.4
 FH1036'MILES TO AN UNDERPASS, CONTINUE EAST ON HIGHWAY FOR 1.2
 FH1036'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.0
 FH1036'MILE TO CROSSROADS, (THERE IS A ROAD STRAIGHT AHEAD BUT
 FH1036'AT TIMES THE GATES ARE LOCKED), TURN LEFT AND GO WEST FOR
 FH1036'0.5 MILE, TURN RIGHT AND FOLLOW MAIN ROAD NORTH, NORTHEAST
 FH1036'AND NORTH FOR 3.5 MILES TO CROSSROADS, (TO REACH THE AZIMUTH
 FH1036'MARK CONTINUE NORTH FOR 0.2 MILE TO THE CASS SCHOOL ON THE
 FH1036'LEFT, CONTINUE NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 FH1036'LEFT AS ORIGINALLY DESCRIBED), TURN RIGHT AND GO EAST FOR
 FH1036'1.35 MILES TO TOP OF RIDGE, TURN RIGHT AND GO SOUTH ACROSS
 FH1036'FIELD FOR 0.2 MILE TO FENCE LINE.  PACK SOUTHWEST FOR 0.15
 FH1036'MILE TO HIGHEST POINT AND STATION.  A TRUCK COULD BE
 FH1036'DRIVEN NEARER STATION BY GOING THRU LOTS AT FARMHOUSE EAST
 FH1036'OF POINT WHERE DESCRIPTION LEFT THE MAIN ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1152 ***********************************************************************
 FJ1152  DESIGNATION -  BURSON RESET
 FJ1152  PID         -  FJ1152
 FJ1152  STATE/COUNTY-  OK/KINGFISHER
 FJ1152  COUNTRY     -  US
 FJ1152  USGS QUAD   -  DOVER (2018)
 FJ1152
 FJ1152                         *CURRENT SURVEY CONTROL
 FJ1152  ______________________________________________________________________
 FJ1152* NAD 83(1993) POSITION- 35 55 33.62629(N) 097 57 59.75910(W)   ADJUSTED
 FJ1152* NAVD 88 ORTHO HEIGHT -   356.7   (meters)     1170.    (feet) VERTCON3
 FJ1152  ______________________________________________________________________
 FJ1152  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 FJ1152  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 FJ1152  HORZ ORDER      -  FIRST
 FJ1152
 FJ1152.The horizontal coordinates were established by classical geodetic methods
 FJ1152.and adjusted by the National Geodetic Survey in November 1994.
 FJ1152
 FJ1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1152
 FJ1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1152.GEOID18 height accuracy estimate available here.
 FJ1152
 FJ1152.Click photographs - Photos may exist for this station.
 FJ1152
 FJ1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1152
 FJ1152. The following values were computed from the NAD 83(1993) position.
 FJ1152
 FJ1152;                    North         East     Units Scale Factor Converg.
 FJ1152;SPC OK N     -   102,743.385   603,014.162   MT  0.99995424   +0 01 11.0
 FJ1152;SPC OK N     -   337,083.92  1,978,388.96   sFT  0.99995424   +0 01 11.0
 FJ1152;UTM  14      - 3,976,234.952   593,226.423   MT  0.99970709   +0 36 23.0
 FJ1152
 FJ1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1152!SPC OK N     -   0.99994830  x   0.99995424  =   0.99990254
 FJ1152!UTM  14      -   0.99994830  x   0.99970709  =   0.99965540
 FJ1152
 FJ1152:                Primary Azimuth Mark                     Grid Az
 FJ1152:SPC OK N     -  BURSON AZ MK 2                           156 46 36.9
 FJ1152:UTM  14      -  BURSON AZ MK 2                           156 11 24.9
 FJ1152
 FJ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9322676234(NAD 83)
 FJ1152
 FJ1152|---------------------------------------------------------------------|
 FJ1152| PID    Reference Object                     Distance      Geod. Az  |
 FJ1152|                                                           dddmmss.s |
 FJ1152| GH0791 HENNESSEY ELEV CEN SQUARE TOP       APPROX.21.2 KM 0160923.3 |
 FJ1152| GH0790 HENNESSEY WIND MILL AT RR           APPROX.21.1 KM 0161630.8 |
 FJ1152| GH0795 HENNESSEY FARMERS CO OP ELEV        APPROX.21.3 KM 0161857.2 |
 FJ1152| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX.21.0 KM 0170023.0 |
 FJ1152| GH0789 HENNESSEY SCHOOLHOUSE DOME          APPROX.20.7 KM 0171356.2 |
 FJ1152| CL4387 BURSON RM 2                          93.305 METERS 04935     |
 FJ1152| CL4385 BURSON RM                           477.680 METERS 0662303.2 |
 FJ1152| FJ1155 BURSON RM 4                          73.496 METERS 08031     |
 FJ1152| FJ1154 BURSON RM A                          98.604 METERS 08140     |
 FJ1152| CL4386 BURSON RM 1                          95.550 METERS 12913     |
 FJ1152| CL4388 BURSON RM 3                          95.536 METERS 12913     |
 FJ1152| FJ1149 KINGFISHER REA RAD STA MAST         APPROX. 8.0 KM 1541106.1 |
 FJ1152| CL4384 BURSON AZ MK 2                                     1564747.9 |
 FJ1152| FJ1148 KINGFISHER MUNICIPAL TANK           APPROX. 7.7 KM 1571742.8 |
 FJ1152| FJ1144 KINGFISHER ST PETER CATH CH         APPROX. 8.1 KM 1573328.2 |
 FJ1152| FJ1134 OKARCHE CATH CH SPIRE               APPROX.21.9 KM 1820731.9 |
 FJ1152| FJ1133 OKARCHE CATH CH SPIRE               APPROX.21.9 KM 1822045.7 |
 FJ1152| FJ1131 OKARCHE LUTHERAN CH TOWER           APPROX.22.4 KM 1824526.0 |
 FJ1152| FJ1132 OKARCHE MUNICIPAL TANK              APPROX.22.1 KM 1830929.4 |
 FJ1152| CL4383 BURSON AZ MK                                       2794204.1 |
 FJ1152| FK0530 LOYAL FARMERS CO OP EXCH ELEV       APPROX.14.4 KM 2905936.7 |
 FJ1152| FK0529 LOYAL MUNICIPAL WATER TANK          APPROX.14.4 KM 2911019.2 |
 FJ1152|---------------------------------------------------------------------|
 FJ1152
 FJ1152                          SUPERSEDED SURVEY CONTROL
 FJ1152
 FJ1152  NAD 83(1986)-  35 55 33.63116(N)    097 57 59.74597(W) AD(       ) 1
 FJ1152  NAD 27      -  35 55 33.48569(N)    097 57 58.54843(W) AD(       ) 1
 FJ1152  USSD        -  35 55 33.41700(N)    097 57 58.85300(W) AD(       ) 3
 FJ1152  NGVD 29 (07/19/86)  356.5    (m)         1170.     (f) VERT ANG       
 FJ1152
 FJ1152.Superseded values are not recommended for survey control.
 FJ1152
 FJ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1152.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1152
 FJ1152_MARKER: DS = TRIANGULATION STATION DISK
 FJ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1152_STAMPING: BURSON 1902 1951
 FJ1152_MARK LOGO: CGS
 FJ1152_PROJECTION: RECESSED 45 CENTIMETERS
 FJ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1152+STABILITY: SURFACE MOTION
 FJ1152
 FJ1152  HISTORY     - Date     Condition        Report By
 FJ1152  HISTORY     - 1951     MONUMENTED       CGS
 FJ1152  HISTORY     - 1955     GOOD             CGS
 FJ1152  HISTORY     - 1963     GOOD             CGS
 FJ1152  HISTORY     - 1968     GOOD             OKDH
 FJ1152  HISTORY     - 1968     GOOD             CGS
 FJ1152
 FJ1152                          STATION DESCRIPTION
 FJ1152
 FJ1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 FJ1152'THE UNDERGROUND STATION MARK WAS RECOVERED AND WAS LOWERED
 FJ1152'ABOUT 2 FEET AND A NEW SURFACE STATION MARK WAS ADDED.  THE
 FJ1152'OLD REFERENCE MARK WAS FOUND TO BE DESTROYED AND A NEW REFERENCE
 FJ1152'MARK NO. 2 AND REFERENCE MARK NO. 3 WERE ESTABLISHED.
 FJ1152'
 FJ1152'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 FJ1152'
 FJ1152'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH AND 2.0 MILES
 FJ1152'WEST OF KINGFISHER AND ABOUT 3.5 MILES SOUTH AND 2.5 MILES
 FJ1152'WEST OF DOVER IN A CULTIVATED FIELD ON THE HIGHEST POINT
 FJ1152'OF A SMALL HILL, ABOUT 275 FEET WEST OF A NORTH-SOUTH FENCE
 FJ1152'LINE.  IT IS STAMPED BURSON 1902 1951 AND IS 18 INCHES BELOW
 FJ1152'THE GROUND SURFACE.
 FJ1152'
 FJ1152'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF A CULTIVATED
 FJ1152'FIELD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND IS ABOUT
 FJ1152'8 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 FJ1152'BURSON NO 2 1951 AND PROJECTS 2 INCHES.
 FJ1152'
 FJ1152'REFERENCE MARK NO. 3 IS IN THE EAST EDGE OF A CULTIVATED
 FJ1152'FIELD, 1 FOOT NORTH OF A WITNESS POST, 1 FOOT WEST OF A
 FJ1152'NORTH-SOUTH FENCE LINE AND IS ABOUT 6 FEET LOWER IN ELEVATION
 FJ1152'THAN THE STATION.  IT IS STAMPED BURSON NO 3 1951 AND PROJECTS
 FJ1152'3 INCHES.
 FJ1152'
 FJ1152'U.S. COAST AND GEODETIC SURVEY AND OKLAHOMA STATE GEODETIC
 FJ1152'SURVEY MARK WAS USED FOR THE AZIMUTH MARK.  IT IS A BRONZE
 FJ1152'DISK SET IN A 6 INCH SQUARE CONCRETE POST AND IS FLUSH WITH
 FJ1152'THE GROUND SURFACE.  IT IS 25 FEET SOUTH OF THE CENTER OF
 FJ1152'A DIRT ROAD, 2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 FJ1152'1 FOOT SOUTH OF A WITNESS POST.  NO STAMPING.
 FJ1152'
 FJ1152'TO REACH THE STATION FROM THE POST OFFICE IN DOVER, GO SOUTH
 FJ1152'AND WEST ON U.S. HIGHWAY 81 FOR 3.6 MILES TO AN OVERPASS
 FJ1152'OVER RAILROAD TRACKS, CONTINUE WEST ON U.S. HIGHWAY 81 FOR
 FJ1152'1.0 MILE TO A FORK AND POINT WHERE HIGHWAY CURVES SOUTH.
 FJ1152'CONTINUE STRAIGHT AHEAD, WEST, ON DIRT ROAD FOR 1.5 MILES
 FJ1152'TO A CROSSROAD AND SCHOOLHOUSE IN SOUTHWEST ANGLE, CONTINUE
 FJ1152'WEST FOR 0.25 MILE TO A WIRE GATE ON LEFT, (CONTINUE WEST
 FJ1152'FOR 0.65 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED) TURN
 FJ1152'LEFT THROUGH GATE AND GO SOUTH-SOUTHWEST ACROSS CULTIVATED
 FJ1152'FIELD FOR 0.1 MILE TO HIGHEST POINT OF HILL AND STATION
 FJ1152'AS DESCRIBED.
 FJ1152
 FJ1152                          STATION RECOVERY (1955)
 FJ1152
 FJ1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1152'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1951
 FJ1152'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  AN ERROR OF
 FJ1152'19.0 FEET (5.48 METERS) WAS FOUND IN THE MEASUREMENT TO
 FJ1152'REFERENCE MARK NO. 2.
 FJ1152'
 FJ1152'A COMPLETE DESCRIPTION FOLLOWS-
 FJ1152'
 FJ1152'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF KINGFISHER,
 FJ1152'5 MILES SOUTHWEST OF DOVER, AND ON THE HIGHEST POINT OF
 FJ1152'A SMALL KNOLL IN A CULTIVATED FIELD OWNED BY THE BURSON
 FJ1152'ESTATE.  IT IS IN THE NE 1/4 OF SEC. 29, T 17 N., R 7 W.
 FJ1152'
 FJ1152'REACHED FROM THE POST OFFICE IN KINGFISHER BY GOING NORTH
 FJ1152'ON U.S. HIGHWAY 81 FOR 4.0 MILES TO A FORK, TAKE THE LEFT
 FJ1152'ROAD, (OLD U.S. HIGHWAY 81), AND GO 0.2 MILE TO A T-ROAD,
 FJ1152'TURN LEFT, WEST, AND GO 1.6 MILES TO A CROSSROAD AND A SCHOOLHOUSE
 FJ1152'IN THE SOUTHWEST ANGLE, CONTINUE STRAIGHT AHEAD FOR 0.25
 FJ1152'MILE TO THE STATION 0.1 MILE ON THE LEFT AT THE TOP OF THE
 FJ1152'KNOLL.
 FJ1152'
 FJ1152'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED CROSSROAD,
 FJ1152'GO WEST FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FJ1152'
 FJ1152'THE STATION MARK IS 238 FEET WEST OF A WIRE FENCE.  THE
 FJ1152'DISK IS STAMPED BURSON 1902 1951, AND THE MARK IS 18 INCHES
 FJ1152'BELOW THE SURFACE OF THE GROUND.
 FJ1152'
 FJ1152'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE, PROJECTS
 FJ1152'5 INCHES, AND THE DISK IS STAMPED BURSON NO 2 1951.
 FJ1152'
 FJ1152'REFERENCE MARK NO. 3 IS 2 FEET NORTH OF A WITNESS POST,
 FJ1152'1 FOOT WEST OF A FENCE, PROJECTS 6 INCHES, AND THE DISK
 FJ1152'IS STAMPED BURSON NO 3 1951.
 FJ1152'
 FJ1152'U.S.C. AND G.S. AND STATE SURVEY MARKER, USED AS AN AZIMUTH
 FJ1152'MARK, IS 125 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT
 FJ1152'ROAD, 2.5 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A WITNESS
 FJ1152'POST, 2 INCHES BELOW THE SURFACE OF THE GROUND, AND THE
 FJ1152'DISK IS NOT STAMPED.
 FJ1152'
 FJ1152'HEIGHT OF LIGHT ABOVE MARK 14 METERS.
 FJ1152
 FJ1152                          STATION RECOVERY (1963)
 FJ1152
 FJ1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FJ1152'STATION AND ALL MARKS RECOVERED AS DESCRIBED BY N.E.T. IN 1955.
 FJ1152'
 FJ1152'OBSERVATIONS MADE FROM A 4 FOOT STAND-
 FJ1152
 FJ1152                          STATION RECOVERY (1968)
 FJ1152
 FJ1152'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1152'BURSON 1902 1951, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1152'
 FJ1152'BURSON NO. 2 1951, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1152'
 FJ1152'BURSON NO. 3 1951, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1152'
 FJ1152'USC AND GS AND OSGS, AZIMUTH MARK RECOVERED IN GOOD CONDITION
 FJ1152'AS DESCRIBED.
 FJ1152
 FJ1152                          STATION RECOVERY (1968)
 FJ1152
 FJ1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1152'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 FJ1152'THE 1951 AZIMUTH MARK IS IN A CULTIVATED FIELD AND COULD
 FJ1152'BE DESTROYED IN THE FUTURE, THEREFORE A NEW AZIMUTH MARK
 FJ1152'WAS ESTABLISHED AT THIS TIME AND THE 1951 AZIMUTH MARK WAS
 FJ1152'LEFT IN ITS ORIGINAL POSITION.
 FJ1152'
 FJ1152'LAND ON WHICH THE STATION IS ESTABLISHED IS NOW OWNED BY
 FJ1152'A MR. CLARENCE N. SCHOELEN.  MR. SCHOELEN REQUESTED THAT
 FJ1152'DUE TO THE LAND BEING UNDER CULTIVATION A TOWER SHOULD NOT
 FJ1152'BE ERECTED, THEREFORE A REFERENCE MARK NUMBER 4 WAS ESTABLISHED
 FJ1152'EAST OF THE STATION, ACROSS A FENCE AND IN A PASTURE.  REFERENCE
 FJ1152'MARK NUMBER 4 WAS OCCUPIED AT THIS TIME AND A TRAVERSE
 FJ1152'CONNECTION WAS MADE FROM THE STATION MARK TO REFERENCE MARK
 FJ1152'NUMBER 4 AND TO STATION BURSON RM A.
 FJ1152'
 FJ1152'STATION IS REACHED FROM THE POST OFFICE IN KINGFISHER.  GO
 FJ1152'NORTH ON U.S. HIGHWAY 81 FOR 2.0 MILES TO A CROSSROAD.  TURN
 FJ1152'LEFT AND GO WEST ON A SURFACED ROAD FOR 1.5 MILES TO A CROSSROAD.
 FJ1152'TURN RIGHT AND GO NORTH ON A SURFACED ROAD FOR 0.1 MILE
 FJ1152'TO THE NEW AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 FJ1152'THE SURFACED ROAD FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT
 FJ1152'AND GO WEST ON A GRADED ROAD FOR 0.25 MILE.  STATION MARK
 FJ1152'IS SOUTH OF THIS POINT, ON A LOW KNOLL, IN A CULTIVATED FIELD.
 FJ1152'CONTINUE WEST ON THE GRADED ROAD FOR 0.7 MILE TO THE 1951
 FJ1152'AZIMUTH MARK ON THE LEFT.
 FJ1152'
 FJ1152'STATION MARK DISK IS STAMPED BURSON 1902 1951 AND IS ABOUT
 FJ1152'2 FEET BELOW THE SURFACE OF THE GROUND.
 FJ1152'
 FJ1152'REFERENCE MARK NUMBER 2 DISK IS STAMPED BURSON NO 2 1951
 FJ1152'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 FJ1152'MARK IS 1.3 FEET SOUTHWEST OF A FENCE POST AND 0.8 FEET
 FJ1152'WEST OF A NORTH-SOUTH FENCELINE.
 FJ1152'
 FJ1152'REFERENCE MARK NUMBER 3 DISK IS STAMPED BURSON NO 3 1951
 FJ1152'AND THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 1
 FJ1152'FOOT WEST OF THE NORTH-SOUTH FENCELINE.
 FJ1152'
 FJ1152'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK,
 FJ1152'STAMPED BURSON 1902 NO 4 1968 AND THE MARK PROJECTS ABOUT
 FJ1152'3 INCHES.  A SUB-SURFACE DISK WAS SET AND THE DISK
 FJ1152'STAMPED THE SAME AS THE SURFACE DISK.  MARK IS 7.6 FEET SOUTH
 FJ1152'OF A METAL WITNESS POST AND 0.6 FEET EAST OF THE NORTH-SOUTH
 FJ1152'FENCELINE.
 FJ1152'
 FJ1152'AZIMUTH MARK 1951 DISK IS NOT STAMPED.  IT IS A U.S.C. AND G.S.
 FJ1152'AND OKLAHOMA STATE SURVEY MARK AND IS ABOUT 8 INCHES
 FJ1152'BELOW THE SURFACE OF THE GROUND.  MARK IS 29-1/2 FEET SOUTH OF
 FJ1152'THE APPROXIMATE CENTER OF AN EAST-WEST GRADED ROAD, 2.6 FEET
 FJ1152'SOUTH OF AN EAST-WEST FENCELINE AND 2.2 FEET SOUTH OF A
 FJ1152'METAL WITNESS POST.
 FJ1152'
 FJ1152'AZIMUTH MARK 1968 IS A STANDARD AZIMUTH MARK DISK, STAMPED
 FJ1152'BURSON 1902 AZ 2 1968, SET IN THE TOP OF A ROUND CONCRETE
 FJ1152'MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  MARK IS
 FJ1152'40 FEET EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH
 FJ1152'SURFACED ROAD, 7.1 FEET NORTH OF A POWERLINE POLE, 3.2 FEET
 FJ1152'NORTH OF A METAL WITNESS POST, AND 1.1 FEET WEST OF A
 FJ1152'NORTH-SOUTH FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1155 ***********************************************************************
 FJ1155  DESIGNATION -  BURSON RM 4
 FJ1155  PID         -  FJ1155
 FJ1155  STATE/COUNTY-  OK/KINGFISHER
 FJ1155  COUNTRY     -  US
 FJ1155  USGS QUAD   -  DOVER (2018)
 FJ1155
 FJ1155                         *CURRENT SURVEY CONTROL
 FJ1155  ______________________________________________________________________
 FJ1155* NAD 83(1993) POSITION- 35 55 34.01929(N) 097 57 56.86741(W)   ADJUSTED
 FJ1155* NAVD 88 ORTHO HEIGHT -   354.5   (meters)     1163.    (feet) VERTCON3
 FJ1155  ______________________________________________________________________
 FJ1155  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 FJ1155  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 FJ1155  HORZ ORDER      -  FIRST
 FJ1155
 FJ1155.The horizontal coordinates were established by classical geodetic methods
 FJ1155.and adjusted by the National Geodetic Survey in November 1994.
 FJ1155
 FJ1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1155
 FJ1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1155.GEOID18 height accuracy estimate available here.
 FJ1155
 FJ1155.Click photographs - Photos may exist for this station.
 FJ1155
 FJ1155.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1155
 FJ1155. The following values were computed from the NAD 83(1993) position.
 FJ1155
 FJ1155;                    North         East     Units Scale Factor Converg.
 FJ1155;SPC OK N     -   102,755.522   603,086.646   MT  0.99995423   +0 01 12.7
 FJ1155;SPC OK N     -   337,123.74  1,978,626.77   sFT  0.99995423   +0 01 12.7
 FJ1155;UTM  14      - 3,976,247.827   593,298.761   MT  0.99970726   +0 36 24.7
 FJ1155
 FJ1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1155!SPC OK N     -   0.99994864  x   0.99995423  =   0.99990287
 FJ1155!UTM  14      -   0.99994864  x   0.99970726  =   0.99965592
 FJ1155
 FJ1155:                Primary Azimuth Mark                     Grid Az
 FJ1155:SPC OK N     -  CORONADO                                 337 22 17.1
 FJ1155:UTM  14      -  CORONADO                                 336 47 05.1
 FJ1155
 FJ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9329876247(NAD 83)
 FJ1155
 FJ1155|---------------------------------------------------------------------|
 FJ1155| PID    Reference Object                     Distance      Geod. Az  |
 FJ1155|                                                           dddmmss.s |
 FJ1155| GH0797 HENNESSEY MUNICIPAL STANDPIPE       APPROX.21.8 KM 0151730.5 |
 FJ1155| GH0793 HENNESSEY SMITH TRUCK CO MAST       APPROX.19.8 KM 0181527.3 |
 FJ1155| GH0788 HENNESSEY CONTL PIPE MW MAST        APPROX.17.9 KM 0314423.7 |
 FJ1155| FJ1154 BURSON RM A                          25.166 METERS 08502     |
 FJ1155| FJ1149 KINGFISHER REA RAD STA MAST         APPROX. 8.0 KM 1544135.9 |
 FJ1155| FJ1151 KINGFISHER MUNICIPAL S TANK         APPROX. 9.0 KM 1644157.6 |
 FJ1155| FJ1152 BURSON RESET                         73.496 METERS 26031     |
 FJ1155| FK0530 LOYAL FARMERS CO OP EXCH ELEV       APPROX.14.5 KM 2905046.9 |
 FJ1155| GJ0543 CORONADO                            APPROX.15.9 KM 3372329.8 |
 FJ1155|---------------------------------------------------------------------|
 FJ1155
 FJ1155                          SUPERSEDED SURVEY CONTROL
 FJ1155
 FJ1155  NAD 83(1986)-  35 55 34.02421(N)    097 57 56.85381(W) AD(       ) 1
 FJ1155  NAD 27      -  35 55 33.87857(N)    097 57 55.65683(W) AD(       ) 1
 FJ1155  NGVD 29 (07/19/86)  354.3    (m)         1162.     (f) VERT ANG       
 FJ1155
 FJ1155.Superseded values are not recommended for survey control.
 FJ1155
 FJ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1155.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1155
 FJ1155_MARKER: DR = REFERENCE MARK DISK
 FJ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1155_STAMPING: BURSON 1902 NO 4 1968
 FJ1155_MARK LOGO: CGS
 FJ1155_PROJECTION: FLUSH
 FJ1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1155+STABILITY: SURFACE MOTION
 FJ1155
 FJ1155  HISTORY     - Date     Condition        Report By
 FJ1155  HISTORY     - 1968     MONUMENTED       CGS
 FJ1155
 FJ1155                          STATION DESCRIPTION
 FJ1155
 FJ1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1155'THE STATION IS LOCATED IN THE SAME VICINITY AND ON THE SAME
 FJ1155'PROPERTY AS BURSON 1902.
 FJ1155'
 FJ1155'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 FJ1155'BURSON 1902 NO 4 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FJ1155'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 7.7 FEET SOUTH OF A
 FJ1155'METAL WITNESS POST WITH SIGN ATTACHED AND 0.6 FEET EAST OF A
 FJ1155'NORTH-SOUTH FENCE.
 FJ1155'
 FJ1155'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BURSON
 FJ1155'1902 THE DISTANCE BEING 73.495 METERS OR 241.12 FEET.
 FJ1155'
 FJ1155'FOR A DESCRIPTION TO REACH THE STATION SEE THE DESCRIPTION FOR
 FJ1155'BURSON 1902 1951.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1154 ***********************************************************************
 FJ1154  DESIGNATION -  BURSON RM A
 FJ1154  PID         -  FJ1154
 FJ1154  STATE/COUNTY-  OK/KINGFISHER
 FJ1154  COUNTRY     -  US
 FJ1154  USGS QUAD   -  DOVER (2018)
 FJ1154
 FJ1154                         *CURRENT SURVEY CONTROL
 FJ1154  ______________________________________________________________________
 FJ1154* NAD 83(1993) POSITION- 35 55 34.08991(N) 097 57 55.86729(W)   ADJUSTED
 FJ1154* NAVD 88 ORTHO HEIGHT -   352.6   (meters)     1157.    (feet) VERTCON3
 FJ1154  ______________________________________________________________________
 FJ1154  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 FJ1154  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 FJ1154  HORZ ORDER      -  FIRST
 FJ1154
 FJ1154.The horizontal coordinates were established by classical geodetic methods
 FJ1154.and adjusted by the National Geodetic Survey in November 1994.
 FJ1154
 FJ1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1154
 FJ1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1154.GEOID18 height accuracy estimate available here.
 FJ1154
 FJ1154.Click photographs - Photos may exist for this station.
 FJ1154
 FJ1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1154
 FJ1154. The following values were computed from the NAD 83(1993) position.
 FJ1154
 FJ1154;                    North         East     Units Scale Factor Converg.
 FJ1154;SPC OK N     -   102,757.708   603,111.716   MT  0.99995423   +0 01 13.3
 FJ1154;SPC OK N     -   337,130.91  1,978,709.02   sFT  0.99995423   +0 01 13.3
 FJ1154;UTM  14      - 3,976,250.269   593,323.801   MT  0.99970732   +0 36 25.3
 FJ1154
 FJ1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1154!SPC OK N     -   0.99994894  x   0.99995423  =   0.99990317
 FJ1154!UTM  14      -   0.99994894  x   0.99970732  =   0.99965627
 FJ1154
 FJ1154:                Primary Azimuth Mark                     Grid Az
 FJ1154:SPC OK N     -  SCHRODER                                 184 43 53.2
 FJ1154:UTM  14      -  SCHRODER                                 184 08 41.2
 FJ1154
 FJ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9332376250(NAD 83)
 FJ1154
 FJ1154|---------------------------------------------------------------------|
 FJ1154| PID    Reference Object                     Distance      Geod. Az  |
 FJ1154|                                                           dddmmss.s |
 FJ1154| GH0797 HENNESSEY MUNICIPAL STANDPIPE       APPROX.21.8 KM 0151347.4 |
 FJ1154| GH0793 HENNESSEY SMITH TRUCK CO MAST       APPROX.19.7 KM 0181126.2 |
 FJ1154| GH0788 HENNESSEY CONTL PIPE MW MAST        APPROX.17.9 KM 0314031.9 |
 FJ1154| FJ1151 KINGFISHER MUNICIPAL S TANK         APPROX. 9.0 KM 1645123.2 |
 FJ1154| FJ1150 SCHRODER                            APPROX.15.9 KM 1844506.5 |
 FJ1154| FJ1152 BURSON RESET                         98.616 METERS 26140     |
 FJ1154| FJ1155 BURSON RM 4                          25.166 METERS 26502     |
 FJ1154|---------------------------------------------------------------------|
 FJ1154
 FJ1154                          SUPERSEDED SURVEY CONTROL
 FJ1154
 FJ1154  NAD 83(1986)-  35 55 34.09483(N)    097 57 55.85368(W) AD(       ) 1
 FJ1154  NAD 27      -  35 55 33.94922(N)    097 57 54.65673(W) AD(       ) 1
 FJ1154  NGVD 29 (07/19/86)  352.4    (m)         1156.     (f) VERT ANG       
 FJ1154
 FJ1154.Superseded values are not recommended for survey control.
 FJ1154
 FJ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1154.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1154
 FJ1154_MARKER: DS = TRIANGULATION STATION DISK
 FJ1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1154_STAMPING: BURSON RM A 1968
 FJ1154_MARK LOGO: CGS
 FJ1154_PROJECTION: RECESSED 36 CENTIMETERS
 FJ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1154+STABILITY: SURFACE MOTION
 FJ1154
 FJ1154  HISTORY     - Date     Condition        Report By
 FJ1154  HISTORY     - 1968     MONUMENTED       CGS
 FJ1154
 FJ1154                          STATION DESCRIPTION
 FJ1154
 FJ1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1154'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 FJ1154'AS TRIANGULATION STATION BURSON RM 4.
 FJ1154'
 FJ1154'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK.
 FJ1154'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE
 FJ1154'CYLINDER MONUMENT THAT IS 14 INCHES BELOW THE SURFACE OF THE
 FJ1154'GROUND.  THE DISK IS STAMPED BURSON RM A 1968.  THE MARK IS 350
 FJ1154'FEET WEST OF THE WEST END OF A POND AND 85 FEET EAST OF A
 FJ1154'NORTH-SOUTH FENCELINE.
 FJ1154'
 FJ1154'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BURSON
 FJ1154'RM 4 DISTANCE BEING 25.166 METERS OR 82.57 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0134 ***********************************************************************
 EM0134  DESIGNATION -  BURT
 EM0134  PID         -  EM0134
 EM0134  STATE/COUNTY-  OK/TILLMAN
 EM0134  COUNTRY     -  US
 EM0134  USGS QUAD   -  HOLLISTER NW (2018)
 EM0134
 EM0134                         *CURRENT SURVEY CONTROL
 EM0134  ______________________________________________________________________
 EM0134* NAD 83(1993) POSITION- 34 28 08.61824(N) 098 59 47.01779(W)   ADJUSTED
 EM0134* NAVD 88 ORTHO HEIGHT -   385.786 (meters)     1265.70  (feet) ADJUSTED
 EM0134  ______________________________________________________________________
 EM0134  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 EM0134  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 EM0134  DYNAMIC HEIGHT  -        385.372 (meters)     1264.34  (feet) COMP
 EM0134  MODELED GRAVITY -    979,552.8   (mgal)                       NAVD 88
 EM0134
 EM0134  HORZ ORDER      -  SECOND
 EM0134  VERT ORDER      -  SECOND    CLASS 0
 EM0134
 EM0134.The horizontal coordinates were established by classical geodetic methods
 EM0134.and adjusted by the National Geodetic Survey in November 1994.
 EM0134
 EM0134.The orthometric height was determined by differential leveling and
 EM0134.adjusted by the NATIONAL GEODETIC SURVEY
 EM0134.in June 1991.
 EM0134
 EM0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0134.GEOID18 height accuracy estimate available here.
 EM0134
 EM0134.Click photographs - Photos may exist for this station.
 EM0134
 EM0134.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0134
 EM0134.The dynamic height is computed by dividing the NAVD 88
 EM0134.geopotential number by the normal gravity value computed on the
 EM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0134.degrees latitude (g = 980.6199 gals.).
 EM0134
 EM0134.The modeled gravity was interpolated from observed gravity values.
 EM0134
 EM0134. The following values were computed from the NAD 83(1993) position.
 EM0134
 EM0134;                    North         East     Units Scale Factor Converg.
 EM0134;SPC OK S     -   126,430.202   508,464.582   MT  0.99993795   -0 33 56.1
 EM0134;SPC OK S     -   414,796.42  1,668,187.55   sFT  0.99993795   -0 33 56.1
 EM0134;UTM  14      - 3,814,166.486   500,331.180   MT  0.99960000   +0 00 07.3
 EM0134
 EM0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0134!SPC OK S     -   0.99994369  x   0.99993795  =   0.99988164
 EM0134!UTM  14      -   0.99994369  x   0.99960000  =   0.99954371
 EM0134
 EM0134:                Primary Azimuth Mark                     Grid Az
 EM0134:SPC OK S     -  BURT AZ MK                               017 02 59.9
 EM0134:UTM  14      -  BURT AZ MK                               016 28 56.5
 EM0134
 EM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0033114166(NAD 83)
 EM0134
 EM0134|---------------------------------------------------------------------|
 EM0134| PID    Reference Object                     Distance      Geod. Az  |
 EM0134|                                                           dddmmss.s |
 EM0134| CX7701 BURT RM 3                            11.896 METERS 00920     |
 EM0134| EM0849 MANITOU KIMBALL MILLING ELEV        APPROX. 4.5 KM 0140502.6 |
 EM0134| EM0850 MANITOU MUNICIPAL STANDPIPE         APPROX. 4.6 KM 0162728.6 |
 EM0134| CX7699 BURT AZ MK                                         0162903.8 |
 EM0134| CX7700 BURT RM 1                            30.632 METERS 11121     |
 EM0134| EM0922 FREDERICK N MUNICIPAL TANK          APPROX. 7.9 KM 1964827.0 |
 EM0134| EM0135 BURT RM 2                             9.494 METERS 19953     |
 EM0134|---------------------------------------------------------------------|
 EM0134
 EM0134                          SUPERSEDED SURVEY CONTROL
 EM0134
 EM0134  NAD 83(1986)-  34 28 08.62462(N)    098 59 47.00591(W) AD(       ) 2
 EM0134  NAD 27      -  34 28 08.33940(N)    098 59 45.73460(W) AD(       ) 2
 EM0134  NGVD 29 (??/??/92)  385.658  (m)         1265.28   (f) ADJ UNCH    2 0
 EM0134  NGVD 29             385.66   (m)         1265.3    (f) LEVELING    3  
 EM0134
 EM0134.Superseded values are not recommended for survey control.
 EM0134
 EM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0134.See file dsdata.pdf to determine how the superseded data were derived.
 EM0134
 EM0134_MARKER: DS = TRIANGULATION STATION DISK
 EM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0134_STAMPING: BURT 1948
 EM0134_MARK LOGO: CGS
 EM0134_PROJECTION: PROJECTING 8 CENTIMETERS
 EM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0134+STABILITY: SURFACE MOTION
 EM0134
 EM0134  HISTORY     - Date     Condition        Report By
 EM0134  HISTORY     - 1948     MONUMENTED       CGS
 EM0134  HISTORY     - 1961     GOOD             CGS
 EM0134  HISTORY     - 1961     GOOD             CGS
 EM0134  HISTORY     - 1963     GOOD             CGS
 EM0134
 EM0134                          STATION DESCRIPTION
 EM0134
 EM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0134'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF MANITOU, ON
 EM0134'THE RIGHT-OF-WAY OF U.S. HIGHWAY 183.  IT IS SET 38 FEET WEST
 EM0134'OF THE CENTER OF U.S. HIGHWAY 183 AND 3 FEET EAST OF A NORTH-SOUTH
 EM0134'FENCE LINE.  THE DISK IS STAMPED BURT 1948 AND PROJECTS 3
 EM0134'INCHES.
 EM0134'
 EM0134'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 36
 EM0134'FEET EAST OF THE CENTER OF HIGHWAY AND IS SET IN A NORTH-SOUTH
 EM0134'FENCE LINE.  THE DISK IS STAMPED BURT NO 1 1948 AND PROJECTS
 EM0134'4 INCHES.
 EM0134'
 EM0134'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE CENTER OF THE
 EM0134'ROAD AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.  THE
 EM0134'DISK IS STAMPED BURT NO 2 1948 AND PROJECTS 4 INCHES.
 EM0134'
 EM0134'THE AZIMUTH MARK IS LOCATED 0.45 MILES NORTH OF THE STATION
 EM0134'AND 36 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183.  THE DISK
 EM0134'IS STAMPED BURT 1948 AND PROJECTS 3 INCHES.
 EM0134'
 EM0134'TO REACH FROM THE MAIN INTERSECTION IN MANITOU, GO SOUTH
 EM0134'ON U.S. HIGHWAY 183 FOR 2.45 MILES TO THE AZIMUTH MARK ON THE LEFT,
 EM0134'CONTINUE SOUTH ON THE HIGHWAY FOR 0.45 MILES TO THE STATION ON
 EM0134'THE RIGHT AS DESCRIBED.
 EM0134'
 EM0134'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 4 FEET.
 EM0134'
 EM0134'A 10 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0134
 EM0134                          STATION RECOVERY (1961)
 EM0134
 EM0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0134'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 EM0134'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 EM0134'NO. 1 WAS FOUND UNEARTHED, R.M. 3 WAS ESTABLISHED.  A WITNESS
 EM0134'POST WAS ESTABLISHED AT THE STATION AND AT THE AZIMUTH MARK.
 EM0134'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EM0134'
 EM0134'THE STATION IS 3 MILES SOUTH OF MANITOU ON THE WEST RIGHT-OF-WAY
 EM0134'OF U.S. HIGHWAY 183.
 EM0134'
 EM0134'TO REACH THE STATION FROM THE POST OFFICE AT MANITOU GO SOUTH
 EM0134'ON U.S. HIGHWAY 183 FOR 2.5 MILES TO THE AZIMUTH MARK ON
 EM0134'THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 183 FOR 0.45 MILE
 EM0134'TO THE STATION AND REFERENCE MARKS ON THE RIGHT.
 EM0134'
 EM0134'THE STATION MARK, STAMPED BURT 1948, IS A STANDARD DISK
 EM0134'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0134'4 INCHES.  IT IS 50 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EM0134'183, 50 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 4
 EM0134'FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2.8 FEET EAST OF
 EM0134'THE WITNESS POST.
 EM0134'
 EM0134'REFERENCE MARK NO. 2, STAMPED BURT NO 2 1948, IS A STANDARD
 EM0134'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 EM0134'PROJECTS 6 INCHES.  IT IS 53 FEET WEST OF THE CENTER OF THE
 EM0134'HIGHWAY, 47 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 EM0134'31 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF THE
 EM0134'NORTH-SOUTH FENCE LINE.
 EM0134'
 EM0134'REFERENCE MARK NO. 3, STAMPED BURT NO 3 1948, IS A STANDARD
 EM0134'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 EM0134'PROJECTS 4 INCHES.  IT IS 53 FEET WEST OF THE CENTER OF THE
 EM0134'HIGHWAY, 47 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 39
 EM0134'FEET NORTH OF THE WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH
 EM0134'FENCE LINE.
 EM0134'
 EM0134'THE AZIMUTH MARK, STAMPED BURT 1948, IS A STANDARD DISK SET IN
 EM0134'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 3 INCHES
 EM0134'BELOW THE SURFACE OF THE GROUND.  IT IS 48 FEET EAST OF THE
 EM0134'CENTER OF U.S. HIGHWAY 183 AND 1 FOOT SOUTH OF THE WITNESS
 EM0134'POST.
 EM0134
 EM0134                          STATION RECOVERY (1961)
 EM0134
 EM0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0134'3.0 MI S FROM MANITOU.
 EM0134'3.0 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE IN
 EM0134'MANITOU, 50 FEET WEST OF THE CENTER OF THE HIGHWAY, 50 FEET EAST OF
 EM0134'THE EAST RAIL OF THE RAILROAD TRACKS, 4 FEET EAST OF A FENCE, 2.8 FEET
 EM0134'EAST OF A WITNESS POST, AND SET IN A SQUARE CONCRETE POST THAT
 EM0134'PROJECTS 6 INCHES.
 EM0134
 EM0134                          STATION RECOVERY (1963)
 EM0134
 EM0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0134'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 EM0134'IN 1961 AND FOUND IN GOOD CONDITION.  THE STATION IS IN THE
 EM0134'SE 1/4 OF SEC. 17, T. 1 S., R. 17 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0135 ***********************************************************************
 EM0135  DESIGNATION -  BURT RM 2
 EM0135  PID         -  EM0135
 EM0135  STATE/COUNTY-  OK/TILLMAN
 EM0135  COUNTRY     -  US
 EM0135  USGS QUAD   -  HOLLISTER NW (2018)
 EM0135
 EM0135                         *CURRENT SURVEY CONTROL
 EM0135  ______________________________________________________________________
 EM0135* NAD 83(1986) POSITION- 34 28 08.33   (N) 098 59 47.14   (W)   HD_HELD1
 EM0135* NAVD 88 ORTHO HEIGHT -   385.890 (meters)     1266.04  (feet) ADJUSTED
 EM0135  ______________________________________________________________________
 EM0135  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 EM0135  DYNAMIC HEIGHT  -        385.477 (meters)     1264.69  (feet) COMP
 EM0135  MODELED GRAVITY -    979,552.8   (mgal)                       NAVD 88
 EM0135
 EM0135  VERT ORDER      -  SECOND    CLASS 0
 EM0135
 EM0135.The horizontal coordinates were determined by differentially corrected
 EM0135.hand held GPS observations or other comparable positioning techniques
 EM0135.and have an estimated accuracy of +/- 3 meters.
 EM0135
 EM0135.The orthometric height was determined by differential leveling and
 EM0135.adjusted by the NATIONAL GEODETIC SURVEY
 EM0135.in June 1991.
 EM0135
 EM0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0135.GEOID18 height accuracy estimate available here.
 EM0135
 EM0135.Click photographs - Photos may exist for this station.
 EM0135
 EM0135.The dynamic height is computed by dividing the NAVD 88
 EM0135.geopotential number by the normal gravity value computed on the
 EM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0135.degrees latitude (g = 980.6199 gals.).
 EM0135
 EM0135.The modeled gravity was interpolated from observed gravity values.
 EM0135
 EM0135;                    North         East    Units  Estimated Accuracy
 EM0135;SPC OK S     -   126,421.4     508,461.4     MT  (+/- 3 meters HH1 GPS) 
 EM0135
 EM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0032814157(NAD 83)
 EM0135
 EM0135                          SUPERSEDED SURVEY CONTROL
 EM0135
 EM0135  NGVD 29 (??/??/92)  385.763  (m)         1265.62   (f) ADJ UNCH    2 0
 EM0135
 EM0135.Superseded values are not recommended for survey control.
 EM0135
 EM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0135.See file dsdata.pdf to determine how the superseded data were derived.
 EM0135
 EM0135_MARKER: DR = REFERENCE MARK DISK
 EM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0135_STAMPING: BURT NO 2 1948
 EM0135_MARK LOGO: CGS
 EM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0135+STABILITY: SURFACE MOTION
 EM0135
 EM0135  HISTORY     - Date     Condition        Report By
 EM0135  HISTORY     - 1948     MONUMENTED       CGS
 EM0135  HISTORY     - 1961     GOOD             CGS
 EM0135
 EM0135                          STATION DESCRIPTION
 EM0135
 EM0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0135'3.0 MI S FROM MANITOU.
 EM0135'3.0 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE IN
 EM0135'MANITOU, 53 FEET WEST OF THE CENTER OF THE HIGHWAY, 47 FEET EAST OF
 EM0135'THE EAST RAIL OF THE RAILROAD TRACKS, 31 FEET SOUTH OF A WITNESS POST,
 EM0135'1 FOOT EAST OF A FENCE, AND SET IN A SQUARE CONCRETE POST THAT
 EM0135'PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0968 ***********************************************************************
 EM0968  DESIGNATION -  BUTTE
 EM0968  PID         -  EM0968
 EM0968  STATE/COUNTY-  OK/JACKSON
 EM0968  COUNTRY     -  US
 EM0968  USGS QUAD   -  QUANAH NE (2019)
 EM0968
 EM0968                         *CURRENT SURVEY CONTROL
 EM0968  ______________________________________________________________________
 EM0968* NAD 83(1993) POSITION- 34 29 18.49754(N) 099 30 06.24788(W)   ADJUSTED
 EM0968* NAVD 88 ORTHO HEIGHT -   455.2   (meters)     1493.    (feet) VERTCON3
 EM0968  ______________________________________________________________________
 EM0968  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 EM0968  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 EM0968  HORZ ORDER      -  FIRST
 EM0968
 EM0968.The horizontal coordinates were established by classical geodetic methods
 EM0968.and adjusted by the National Geodetic Survey in November 1994.
 EM0968
 EM0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0968
 EM0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0968.GEOID18 height accuracy estimate available here.
 EM0968
 EM0968.Click photographs - Photos may exist for this station.
 EM0968
 EM0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0968
 EM0968. The following values were computed from the NAD 83(1993) position.
 EM0968
 EM0968;                    North         East     Units Scale Factor Converg.
 EM0968;SPC OK S     -   129,157.559   462,075.387   MT  0.99993733   -0 51 08.7
 EM0968;SPC OK S     -   423,744.42  1,515,992.33   sFT  0.99993733   -0 51 08.7
 EM0968;SPC TXNC     - 2,313,385.323   507,972.118   MT  1.00018739   -0 32 46.8
 EM0968;SPC TXNC     - 7,589,831.68  1,666,571.86   sFT  1.00018739   -0 32 46.8
 EM0968;UTM  14      - 3,816,433.107   453,932.498   MT  0.99962616   -0 17 02.8
 EM0968
 EM0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0968!SPC OK S     -   0.99993296  x   0.99993733  =   0.99987030
 EM0968!SPC TXNC     -   0.99993296  x   1.00018739  =   1.00012034
 EM0968!UTM  14      -   0.99993296  x   0.99962616  =   0.99955915
 EM0968
 EM0968:                Primary Azimuth Mark                     Grid Az
 EM0968:SPC OK S     -  BUTTE AZ MK 2                            291 59 40.1
 EM0968:SPC TXNC     -  BUTTE AZ MK 2                            291 41 18.2
 EM0968:UTM  14      -  BUTTE AZ MK 2                            291 25 34.2
 EM0968
 EM0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5393216433(NAD 83)
 EM0968
 EM0968|---------------------------------------------------------------------|
 EM0968| PID    Reference Object                     Distance      Geod. Az  |
 EM0968|                                                           dddmmss.s |
 EM0968| EM0907 OLUSTEE CITY WATER TANK             APPROX. 9.9 KM 0480534.1 |
 EM0968| CX7706 BUTTE RM 1                           17.867 METERS 11257     |
 EM0968| EM0975 QUANAH COURTHOUSE CUPOLA            APPROX.30.5 KM 2260231.4 |
 EM0968| EM0974 QUANAH CITY WATER TANK              APPROX.30.3 KM 2260630.9 |
 EM0968| EM0983 ELDORADO MUNICIPAL TANK             APPROX.12.7 KM 2620758.6 |
 EM0968| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.13.2 KM 2660059.3 |
 EM0968| CX7704 BUTTE AZ MK                                        2803648.2 |
 EM0968| CX7705 BUTTE AZ MK 2                                      2910831.4 |
 EM0968| CX7707 BUTTE RM 2                           22.400 METERS 32952     |
 EM0968|---------------------------------------------------------------------|
 EM0968
 EM0968                          SUPERSEDED SURVEY CONTROL
 EM0968
 EM0968  NAD 83(1986)-  34 29 18.50411(N)    099 30 06.23942(W) AD(       ) 1
 EM0968  NAD 27      -  34 29 18.23700(N)    099 30 04.91200(W) AD(       ) 1
 EM0968  USSD        -  34 29 18.19600(N)    099 30 05.30100(W) AD(       ) 3
 EM0968  NGVD 29 (07/19/86)  455.0    (m)         1493.     (f) VERT ANG       
 EM0968
 EM0968.Superseded values are not recommended for survey control.
 EM0968
 EM0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0968.See file dsdata.pdf to determine how the superseded data were derived.
 EM0968
 EM0968_MARKER: DS = TRIANGULATION STATION DISK
 EM0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0968_STAMPING: BUTTE 1923
 EM0968_MARK LOGO: CGS
 EM0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0968+STABILITY: SURFACE MOTION
 EM0968
 EM0968  HISTORY     - Date     Condition        Report By
 EM0968  HISTORY     - 1923     MONUMENTED       CGS
 EM0968  HISTORY     - 1934     POOR             CGS
 EM0968  HISTORY     - 1948     GOOD             CGS
 EM0968  HISTORY     - 1961     GOOD             CGS
 EM0968  HISTORY     - 1963     GOOD             CGS
 EM0968
 EM0968                          STATION DESCRIPTION
 EM0968
 EM0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0968'STATION IS ABOUT 9 MILES E AND 1 MILE N OF ELDORADO, NEAR E
 EM0968'SIDE CENTER OF SEC. 9, T 1 S, R 22 W, NEAR THE N END OF A
 EM0968'FLAT-TOPPED BUTTE, WHICH IS 200 METERS (656 FEET) LONG IN A
 EM0968'N-S DIRECTION AND 70 METERS (230 FEET) WIDE, AND ABOUT 350 METERS
 EM0968'(1,148 FEET) NW OF A ROUND-TOPPED BUTTE WHICH IS THE FARTHEST
 EM0968'SE OF ALL THE BUTTES.
 EM0968'
 EM0968'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 EM0968'CONCRETE.
 EM0968'
 EM0968'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 EM0968'OUTCROPPING BEDROCK.  NO. 1 IS 17.87 METERS (58.6 FEET) FROM
 EM0968'STATION, S 67 DEG E.  NO. 2 IS 22.41 METERS
 EM0968'(73.5 FEET), N 30 DEG 09 MIN W.
 EM0968'
 EM0968'ELEVATION OF STATION 455.0 METERS (1,493 FEET).
 EM0968
 EM0968                          STATION RECOVERY (1934)
 EM0968
 EM0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0968'STATION RECOVERED.  A LARGE CHIP IS BROKEN FROM CORNER CONCRETE,
 EM0968'AND STATION DISK IS SLIGHTLY BATTERED.  REFERENCE MARKS IN
 EM0968'GOOD CONDITION.
 EM0968'
 EM0968'THE BUTTE ON WHICH STATION IS SITUATED, IS EASILY IDENTIFIED
 EM0968'BY THE TWO SMALL ROUND TOPS, BEING NW OF THE MOST EASTERLY ONE
 EM0968'AND N OF THE OTHER, AND ABOUT A MILE N OF HIGHWAY E FROM
 EM0968'ELDORADO.
 EM0968
 EM0968                          STATION RECOVERY (1948)
 EM0968
 EM0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0968'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EM0968'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THE STATION.
 EM0968'A COMPLETE
 EM0968'NEW DESCRIPTION FOLLOWS.
 EM0968'
 EM0968'STATION IS LOCATED ABOUT 9 MILES EAST OF ELDORADO AND 6 MILES
 EM0968'SOUTHWEST OF OLUSTEE ON THE SUMMIT OF A SMALL BUTTE.  THE
 EM0968'MARK, STAMPED BUTTE 1923, IS A STANDARD DISC SET IN CONCRETE
 EM0968'AT THE NORTHWEST END OF THE BUTTE AND ABOUT 350 METERS NORTHWEST
 EM0968'OF A SMALL ROUND TOPPED BUTTE THAT IS THE MOST SOUTHEASTERLY
 EM0968'OF ALL THE BUTTES IN THIS AREA.  THE MARK PROJECTS 8 INCHES.
 EM0968'
 EM0968'REFERENCE MARK NO. 1, STAMPED BUTTE NO 1 1923, IS SET IN
 EM0968'ROCK OUTCROPPING NEAR THE EAST EDGE OF THE BUTTE.  THE MARK
 EM0968'IS FLUSH WITH THE GROUND AND 1 FOOT LOWER THAN THE STATION.
 EM0968'
 EM0968'REFERENCE MARK NO. 2, STAMPED BUTTE NO 2 1923, IS SET IN ROCK
 EM0968'OUTCROPPING NEAR THE NORTH EDGE OF THE BUTTE.  THE MARK IS
 EM0968'FLUSH WITH THE GROUND AND 1 FOOT LOWER THAN THE STATION.
 EM0968'
 EM0968'THE AZIMUTH MARK, STAMPED BUTTE 1948, IS 1.75 MILES WEST-NORTHWEST
 EM0968'OF THE STATION, 38 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 EM0968'DIRT ROAD, 39 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT
 EM0968'ROAD, 9 FEET EAST OF A FENCE CORNER, 1 FOOT EAST OF A WITNESS
 EM0968'POST AND PROJECTS 4 INCHES.
 EM0968'
 EM0968'TO REACH THE STATION FROM THE MAIN INTERSECTION IN OLUSTEE,
 EM0968'GO WEST AND SOUTHWESTERLY ON STATE HIGHWAY NO. 44 FOR 7.15
 EM0968'MILES TO A DIRT ROAD EAST JUST SOUTH OF A WOODEN BRIDGE.
 EM0968'TURN LEFT, EAST, ACROSS RAILROAD TRACKS AND GO 0.75 MILE
 EM0968'TO A T ROAD SOUTH.
 EM0968'TURN RIGHT, SOUTH, AND GO 1.75 MILES TO A CROSSROAD AND AZIMUTH
 EM0968'MARK IN SOUTHEAST CORNER OF INTERSECTION.  TURN LEFT EAST, AND
 EM0968'GO 1.0 MILE TO TWO WIRE GATES AT THE END OF THE ROAD.  PASS
 EM0968'THROUGH THE RIGHT GATE AND FOLLOW TRACK ROAD SOUTHEASTERLY FOR 0.3
 EM0968'MILE TO AN ABANDONED RANCH BUILDING SITE.  FROM THIS POINT
 EM0968'BEAR SOUTH AROUND SMALL POND AND TURN LEFT, EAST, AROUND SOUTH
 EM0968'END OF LARGE BUTTE FOR 0.55 MILE TO A WIRE FENCE NEAR THE
 EM0968'BOTTOM OF A LOW DRAW AND END OF TRUCK TRAVEL.  PACK EASTERLY
 EM0968'ACROSS DRAW TO THE NORTH END OF A SMALL BUTTE AND STATION
 EM0968'ON SUMMIT OF BUTTE.  (ABOUT 0.3 MILE)
 EM0968'
 EM0968'A 4 FOOT SIGNAL AT STATION ELDORADO 1923 IS VISIBLE AT 4 FEET.
 EM0968'
 EM0968'A 74 FOOT SIGNAL AT STATION DUKE IS VISIBLE AT 4 FEET.
 EM0968'
 EM0968'A 4 FOOT SIGNAL AT STATION BM S 27 IS VISIBLE AT 4 FEET.
 EM0968'
 EM0968'A 4 FOOT SIGNAL AT STATION PORTER IS VISIBLE AT 4 FEET.
 EM0968'
 EM0968'A 74 FOOT SIGNAL AT STATION ALTUS IS VISIBLE AT 4 FEET.
 EM0968'
 EM0968'A 4 FOOT SIGNAL AT STATION HESS 1923 IS VISIBLE AT 4 FEET.
 EM0968
 EM0968                          STATION RECOVERY (1961)
 EM0968
 EM0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0968'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EM0968'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 EM0968'WAS FOUND UNEARTHED AND WAS DESTROYED BY THIS UNIT.  A NEW
 EM0968'AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 EM0968'FOLLOWS.
 EM0968'
 EM0968'THE STATION IS ABOUT 9 MILES EAST OF ELDORADO AND ABOUT 6
 EM0968'MILES SOUTHWEST OF OLUSTEE ON THE SUMMIT AND NORTHWEST END OF
 EM0968'A PROMINENT BUTTE.
 EM0968'
 EM0968'TO REACH THE STATION FROM THE POST OFFICE IN OLUSTEE GO
 EM0968'SOUTHWEST ON STATE HIGHWAY 44 FOR 7.1 MILES TO A SIDE ROAD
 EM0968'LEFT AT THE WEST END OF A WOODEN BRIDGE.  TURN LEFT, CROSS
 EM0968'THE RAILROAD TRACKS, AND GO SOUTH AND SOUTHEAST ON THE GRAVELED
 EM0968'ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 EM0968'SOUTHERLY ON THE GRAVELED ROAD FOR 1.7 MILES TO A CROSSROAD,
 EM0968'TURN LEFT AND GO EAST ON THE GRADED AND TRACK ROAD FOR 1.0
 EM0968'MILE TO TWO WIRE GATES.  KEEP TO THE RIGHT, PASS THRU THE GATE
 EM0968'TO THE SOUTH AND FOLLOW THE TRACK ROAD SOUTHEAST FOR 0.3
 EM0968'MILE TO AN ABANDONED RANCH BUILDING SITE.  FROM THIS POINT
 EM0968'BEAR RIGHT FOLLOWING TRACK ROAD SOUTH AROUND THE RIGHT SIDE
 EM0968'OF AN EARTH TANK AND THEN SOUTHEAST ON THE TRACK ROAD FOR
 EM0968'0.5 MILE TO THE AZIMUTH MARK AND THE END OF TRUCK TRAVEL.
 EM0968'FROM HERE PACK SOUTHEAST ACROSS THE DRAW TO THE
 EM0968'NORTHWEST END OF THE BUTTE AND THE STATION.  LENGTH OF
 EM0968'PACK IS ABOUT 1/2 HOUR.
 EM0968'
 EM0968'THE STATION MARK, STAMPED BUTTE 1923, IS A STANDARD DISK SET
 EM0968'IN THE TOP OF AN 18-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM0968'4 INCHES.
 EM0968'
 EM0968'REFERENCE MARK NO. 1, STAMPED BUTTE NO 1 1923, IS A STANDARD
 EM0968'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 EM0968'THE GROUND AND 1 FOOT BELOW STATION ELEVATION.
 EM0968'
 EM0968'REFERENCE MARK NO. 2, STAMPED BUTTE NO 2 1923, IS A STANDARD
 EM0968'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 EM0968'GROUND AND 1 FOOT BELOW STATION ELEVATION.
 EM0968'
 EM0968'THE AZIMUTH MARK, STAMPED BUTTE 1923 1961 IS A STANDARD DISK
 EM0968'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 EM0968'PROJECTS 3 INCHES.  IT IS 18 FEET NORTHEAST OF THE CENTER OF
 EM0968'THE TRACK ROAD AND 1.1 FEET SOUTHEAST OF THE WITNESS POST.
 EM0968
 EM0968                          STATION RECOVERY (1963)
 EM0968
 EM0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0968'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AND FOUND
 EM0968'IN GOOD CONDITION AS DESCRIBED.  ROUTE TO REACH THE STATION
 EM0968'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0572 ***********************************************************************
 GJ0572  DESIGNATION -  BUTTE
 GJ0572  PID         -  GJ0572
 GJ0572  STATE/COUNTY-  OK/MAJOR
 GJ0572  COUNTRY     -  US
 GJ0572  USGS QUAD   -  GLASS MOUNTAINS (2018)
 GJ0572
 GJ0572                         *CURRENT SURVEY CONTROL
 GJ0572  ______________________________________________________________________
 GJ0572* NAD 83(1993) POSITION- 36 21 00.28964(N) 098 34 55.64783(W)   ADJUSTED
 GJ0572* NAVD 88 ORTHO HEIGHT -   482.    (meters)     1581.    (feet) SCALED
 GJ0572  ______________________________________________________________________
 GJ0572  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 GJ0572  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 GJ0572  HORZ ORDER      -  FIRST
 GJ0572
 GJ0572.The horizontal coordinates were established by classical geodetic methods
 GJ0572.and adjusted by the National Geodetic Survey in November 1994.
 GJ0572
 GJ0572.The orthometric height was scaled from a topographic map.
 GJ0572
 GJ0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0572.GEOID18 height accuracy estimate available here.
 GJ0572
 GJ0572.Click photographs - Photos may exist for this station.
 GJ0572
 GJ0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0572
 GJ0572. The following values were computed from the NAD 83(1993) position.
 GJ0572
 GJ0572;                    North         East     Units Scale Factor Converg.
 GJ0572;SPC OK N     -   149,952.875   547,749.375   MT  0.99995047   -0 20 36.7
 GJ0572;SPC OK N     -   491,970.39  1,797,074.41   sFT  0.99995047   -0 20 36.7
 GJ0572;UTM  14      - 4,022,859.674   537,495.074   MT  0.99961732   +0 14 51.7
 GJ0572
 GJ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0572!SPC OK N     -   0.99992868  x   0.99995047  =   0.99987915
 GJ0572!UTM  14      -   0.99992868  x   0.99961732  =   0.99954603
 GJ0572
 GJ0572:                Primary Azimuth Mark                     Grid Az
 GJ0572:SPC OK N     -  BUTTE AZ MK                              195 57 47.9
 GJ0572:UTM  14      -  BUTTE AZ MK                              195 22 19.5
 GJ0572
 GJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3749522859(NAD 83)
 GJ0572
 GJ0572|---------------------------------------------------------------------|
 GJ0572| PID    Reference Object                     Distance      Geod. Az  |
 GJ0572|                                                           dddmmss.s |
 GJ0572| CK9088 BUTTE AZ MK                                        1953711.2 |
 GJ0572| CK9089 BUTTE RM 1                           12.460 METERS 22114     |
 GJ0572| CK9090 BUTTE RM 2                           10.443 METERS 32230     |
 GJ0572|---------------------------------------------------------------------|
 GJ0572
 GJ0572                          SUPERSEDED SURVEY CONTROL
 GJ0572
 GJ0572  NAD 83(1986)-  36 21 00.29409(N)    098 34 55.63447(W) AD(       ) 1
 GJ0572  NAD 27      -  36 21 00.16786(N)    098 34 54.33975(W) AD(       ) 1
 GJ0572
 GJ0572.Superseded values are not recommended for survey control.
 GJ0572
 GJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0572.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0572
 GJ0572_MARKER: DS = TRIANGULATION STATION DISK
 GJ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0572_STAMPING: BUTTE 1951
 GJ0572_MARK LOGO: CGS
 GJ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0572+STABILITY: SURFACE MOTION
 GJ0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0572+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 GJ0572
 GJ0572  HISTORY     - Date     Condition        Report By
 GJ0572  HISTORY     - 1951     MONUMENTED       CGS
 GJ0572  HISTORY     - 1963     GOOD             CGS
 GJ0572  HISTORY     - 20090512 GOOD             AIRDAT
 GJ0572
 GJ0572                          STATION DESCRIPTION
 GJ0572
 GJ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0572'THE STATION IS LOCATED ABOUT 6.0 MILES WEST AND 1.0 MILE SOUTH OF
 GJ0572'ORIENTA AND ABOUT 5.5 MILES WEST AND 5.0 MILES NORTH OF FAIRVIEW
 GJ0572'ON THE HIGHEST POINT AND NEAR THE NORTH END OF A LARGE FLAT TOPPED
 GJ0572'BUTTE, 4 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED BUTTE 1951
 GJ0572'AND PROJECTS 5 INCHES.
 GJ0572'
 GJ0572'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON THE SAME ELEVATION AS
 GJ0572'THE STATION.  IT IS STAMPED BUTTE NO 1 1951 AND PROJECTS 5 INCHES.
 GJ0572'
 GJ0572'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON THE SAME ELEVATION
 GJ0572'AS THE STATION.  IT IS STAMPED BUTTE NO 2 1951 AND PROJECTS 6
 GJ0572'INCHES.
 GJ0572'
 GJ0572'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. NO. 2 IS 58.22 FEET.
 GJ0572'
 GJ0572'THE AZIMUTH MARK IS IN THE WEST EDGE OF A CULTIVATED FIELD 15 FEET
 GJ0572'EAST OF THE CENTER OF DIRT ROAD, 2 FEET NORTH OF A WITNESS POST AND
 GJ0572'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BUTTE 1951
 GJ0572'AND PROJECTS 6 INCHES.
 GJ0572'
 GJ0572'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST OF THE POST
 GJ0572'OFFICE IN FAIRVIEW, GO NORTH ON U. S. HIGHWAY FOR 2.4 MILES TO A
 GJ0572'CROSSROAD, TURN LEFT AND GO WEST ON DIRT ROAD FOR 5.0 MILES TO A
 GJ0572'CROSSROAD AND SCHOOLHOUSE ON LEFT.  TURN RIGHT AND GO NORTH FOR
 GJ0572'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO WEST FOR 1.0 MILE TO A
 GJ0572'CROSSROAD, TURN RIGHT AND GO NORTH ON SANDY ROAD FOR 1.2
 GJ0572'MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR
 GJ0572'0.3 MILE TO A WIRE GATE ON RIGHT JUST BEFORE REACHING END OF ROAD,
 GJ0572'TURN RIGHT THROUGH GATE AND GO EAST FOR 0.1 MILE TO EARTH DAM,
 GJ0572'TURN LEFT AND FOLLOW TRACK ROAD NORTHERLY FOR 0.85 MILE TO A
 GJ0572'FORK, TAKE RIGHT FORK AND GO EAST FOR 0.05 MILE TO POINT WHERE
 GJ0572'TRACK ROAD CURVES SOUTHEAST, STATION IS ON RIGHT ON HIGHEST
 GJ0572'POINT AS DESCRIBED.
 GJ0572'
 GJ0572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GJ0572
 GJ0572                          STATION RECOVERY (1963)
 GJ0572
 GJ0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0572'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 GJ0572'DESCRIBED BY R. L. E. IN 1951.
 GJ0572
 GJ0572                          STATION RECOVERY (2009)
 GJ0572
 GJ0572'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 GJ0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0604 ***********************************************************************
 EM0604  DESIGNATION -  BUZZARD
 EM0604  PID         -  EM0604
 EM0604  STATE/COUNTY-  OK/COMANCHE
 EM0604  COUNTRY     -  US
 EM0604  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0604
 EM0604                         *CURRENT SURVEY CONTROL
 EM0604  ______________________________________________________________________
 EM0604* NAD 83(1993) POSITION- 34 39 45.89153(N) 098 20 16.78693(W)   ADJUSTED
 EM0604* NAVD 88 ORTHO HEIGHT -   365.    (meters)     1198.    (feet) SCALED
 EM0604  ______________________________________________________________________
 EM0604  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 EM0604  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 EM0604  HORZ ORDER      -  THIRD
 EM0604
 EM0604.The horizontal coordinates were established by classical geodetic methods
 EM0604.and adjusted by the National Geodetic Survey in November 1994.
 EM0604
 EM0604.The orthometric height was scaled from a topographic map.
 EM0604
 EM0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0604.GEOID18 height accuracy estimate available here.
 EM0604
 EM0604.Click photographs - Photos may exist for this station.
 EM0604
 EM0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0604
 EM0604. The following values were computed from the NAD 83(1993) position.
 EM0604
 EM0604;                    North         East     Units Scale Factor Converg.
 EM0604;SPC OK S     -   147,515.139   569,020.882   MT  0.99993688   -0 11 30.7
 EM0604;SPC OK S     -   483,972.59  1,866,862.68   sFT  0.99993688   -0 11 30.7
 EM0604;UTM  14      - 3,835,843.402   560,656.214   MT  0.99964535   +0 22 35.5
 EM0604
 EM0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0604!SPC OK S     -   0.99994675  x   0.99993688  =   0.99988363
 EM0604!UTM  14      -   0.99994675  x   0.99964535  =   0.99959211
 EM0604
 EM0604:                Primary Azimuth Mark                     Grid Az
 EM0604:SPC OK S     -  FLAT TOP                                 323 34 24.2
 EM0604:UTM  14      -  FLAT TOP                                 323 00 18.0
 EM0604
 EM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6065635843(NAD 83)
 EM0604
 EM0604|---------------------------------------------------------------------|
 EM0604| PID    Reference Object                     Distance      Geod. Az  |
 EM0604|                                                           dddmmss.s |
 EM0604| EM0611 FLAT TOP                            APPROX. 1.2 KM 3232253.5 |
 EM0604|---------------------------------------------------------------------|
 EM0604
 EM0604                          SUPERSEDED SURVEY CONTROL
 EM0604
 EM0604  NAD 83(1986)-  34 39 45.89534(N)    098 20 16.77166(W) AD(       ) 3
 EM0604  NAD 27      -  34 39 45.63100(N)    098 20 15.58600(W) AD(       ) 3
 EM0604
 EM0604.Superseded values are not recommended for survey control.
 EM0604
 EM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0604.See file dsdata.pdf to determine how the superseded data were derived.
 EM0604
 EM0604_MARKER: I = METAL ROD
 EM0604_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EM0604_SP_SET: ROOF
 EM0604_MARK LOGO: USA
 EM0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0604+STABILITY: SURFACE MOTION
 EM0604
 EM0604  HISTORY     - Date     Condition        Report By
 EM0604  HISTORY     - 1945     MONUMENTED       USA
 EM0604  HISTORY     - 20000202 GOOD             LOCSUR
 EM0604
 EM0604                          STATION DESCRIPTION
 EM0604
 EM0604'DESCRIBED BY US ARMY 1945
 EM0604'ON TOP AND NEAR CENTER OF CONCRETE ROOF OF DUGOUT ON BUZZARD
 EM0604'HILL.  MARKED BY A SECTION OF 3/8 IN IRON REINFORCING ROD
 EM0604'CEMENTED INTO TOP AND NEAR CENTER OF CONCRETE ROOF OF D.O. 33.
 EM0604'PROJECTS ABOUT 1/2 INCH.
 EM0604
 EM0604                          STATION RECOVERY (2000)
 EM0604
 EM0604'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0604'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0643 ***********************************************************************
 GJ0643  DESIGNATION -  BUZZARD
 GJ0643  PID         -  GJ0643
 GJ0643  STATE/COUNTY-  OK/WOODS
 GJ0643  COUNTRY     -  US
 GJ0643  USGS QUAD   -  FREEDOM NW (2018)
 GJ0643
 GJ0643                         *CURRENT SURVEY CONTROL
 GJ0643  ______________________________________________________________________
 GJ0643* NAD 83(1997) POSITION- 36 58 32.24225(N) 099 08 51.85978(W)   ADJUSTED
 GJ0643* NAVD 88 ORTHO HEIGHT -   645.43  (+/-2cm)     2117.5   (feet) VERTCON3
 GJ0643  ______________________________________________________________________
 GJ0643  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 GJ0643  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 GJ0643  HORZ ORDER      -  FIRST
 GJ0643  VERT ORDER      -  THIRD ? (See Below)
 GJ0643
 GJ0643.The horizontal coordinates were established by classical geodetic methods
 GJ0643.and adjusted by the National Geodetic Survey in October 1998.
 GJ0643
 GJ0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0643
 GJ0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0643.GEOID18 height accuracy estimate available here.
 GJ0643
 GJ0643.The vertical order pertains to the NGVD 29 superseded value.
 GJ0643
 GJ0643.Click photographs - Photos may exist for this station.
 GJ0643
 GJ0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0643
 GJ0643. The following values were computed from the NAD 83(1997) position.
 GJ0643
 GJ0643;                    North         East     Units Scale Factor Converg.
 GJ0643;SPC OK N     -   219,816.731   497,803.045   MT  1.00004481   -0 40 38.4
 GJ0643;SPC OK N     -   721,182.06  1,633,208.82   sFT  1.00004481   -0 40 38.4
 GJ0643;UTM  14      - 4,092,178.336   486,850.581   MT  0.99960213   -0 05 19.9
 GJ0643
 GJ0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0643!SPC OK N     -   0.99990313  x   1.00004481  =   0.99994793
 GJ0643!UTM  14      -   0.99990313  x   0.99960213  =   0.99950530
 GJ0643
 GJ0643:                Primary Azimuth Mark                     Grid Az
 GJ0643:SPC OK N     -  BUZZARD AZ MK                            157 23 22.4
 GJ0643:UTM  14      -  BUZZARD AZ MK                            156 48 03.9
 GJ0643
 GJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8685092178(NAD 83)
 GJ0643
 GJ0643|---------------------------------------------------------------------|
 GJ0643| PID    Reference Object                     Distance      Geod. Az  |
 GJ0643|                                                           dddmmss.s |
 GJ0643| CK9099 BUZZARD RM 1                         29.900 METERS 05042     |
 GJ0643| HG0847 HARDTNER MUNICIPAL WATER TANK       APPROX.44.6 KM 0833714.1 |
 GJ0643| CK9098 BUZZARD AZ MK                                      1564244.0 |
 GJ0643| CK9100 BUZZARD RM 2                         24.540 METERS 30946     |
 GJ0643|---------------------------------------------------------------------|
 GJ0643
 GJ0643                          SUPERSEDED SURVEY CONTROL
 GJ0643
 GJ0643  NAD 83(1993)-  36 58 32.24412(N)    099 08 51.86083(W) AD(       ) 1
 GJ0643  NAD 83(1986)-  36 58 32.24440(N)    099 08 51.84895(W) AD(       ) 1
 GJ0643  NAD 27      -  36 58 32.14211(N)    099 08 50.46795(W) AD(       ) 1
 GJ0643  NGVD 29             645.17   (m)         2116.7    (f) LEVELING    3  
 GJ0643
 GJ0643.Superseded values are not recommended for survey control.
 GJ0643
 GJ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0643.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0643
 GJ0643_MARKER: DS = TRIANGULATION STATION DISK
 GJ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0643_STAMPING: BUZZARD 1934
 GJ0643_MARK LOGO: CGS
 GJ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0643+STABILITY: SURFACE MOTION
 GJ0643
 GJ0643  HISTORY     - Date     Condition        Report By
 GJ0643  HISTORY     - 1934     MONUMENTED       CGS
 GJ0643
 GJ0643                          STATION DESCRIPTION
 GJ0643
 GJ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0643'STATION IS ABOUT 0.2 MILE NORTH OF THE CENTER OF THE SOUTH
 GJ0643'EDGE OF SEC. 21, T. 29 N., R. 18 W., ON A KNOLL IN PASTURE
 GJ0643'LAND, SLIGHTLY LESS THAN 1/4 MILE NORTH AND SLIGHTLY MORE
 GJ0643'THAN 1/4 MILE EAST OF FENCE LINES, EAST OF BUZZARD CREEK AND
 GJ0643'15 MILES A LITTLE WEST AND NORTH FROM FREEDOM.  MARK PROJECTS
 GJ0643'8 INCHES ABOVE GROUND.
 GJ0643'
 GJ0643'TO REACH STATION FROM STATE HIGHWAY 50 AND THE OKLAHOMA-KANSAS
 GJ0643'STATE LINE, GO SOUTH ON STATE HIGHWAY 50 FOR 2.4 MILES TO
 GJ0643'CROSS ROAD.  TURN LEFT AND FOLLOW ROAD WHICH BECOMES WINDING FOR
 GJ0643'7.6 MILES EAST TO A FORK JUST AFTER PASSING THROUGH AUTO-GATE.
 GJ0643'FOLLOW THE LEFT FORK WHICH PASSES WEST OF A GRAVE MARKED
 GJ0643'3 COWBOYS AND SALT HALL KILLED BY THE INDIANS FOR 0.8 MILE
 GJ0643'NORTH TO FORK OF TRAIL AND STATION 35 YARDS NORTHWEST.
 GJ0643'
 GJ0643'AZIMUTH MARK IS 0.9 MILE SOUTH OF STATION, 38 FEET NORTH OF
 GJ0643'THE CENTERLINE OF DIM PATH.  TO REACH FROM STATION FOLLOW TRAIL
 GJ0643'0.8 MILE SOUTH (PASSING THE TOMBSTONE) TO THE AUTO-GATE.
 GJ0643'CONTINUE 0.15 MILE SOUTH TO FORK, TURN LEFT AND FOLLOW
 GJ0643'PATH SOUTH AND EAST FOR 0.4 MILE TO MARK ON LEFT.  MARK PROJECTS
 GJ0643'6 INCHES ABOVE GROUND.
 GJ0643'
 GJ0643'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 110 FEET NORTH OF
 GJ0643'EDGE OF TRAIL, AND PROJECTS 8 INCHES ABOVE GROUND.
 GJ0643'
 GJ0643'REFERENCE MARK NO. 2 IS 80.52 FEET NORTHWEST OF STATION, 9
 GJ0643'FEET EAST OF EDGE OF TRAIL, AND PROJECTS 8 INCHES ABOVE GROUND.
 GJ0643'
 GJ0643'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DO4991 ***********************************************************************
 DO4991  PACS        -  This is a Primary Airport Control Station.
 DO4991  DESIGNATION -  BVO A
 DO4991  PID         -  DO4991
 DO4991  STATE/COUNTY-  OK/OSAGE
 DO4991  COUNTRY     -  US
 DO4991  USGS QUAD   -  BOWRING SE (2018)
 DO4991
 DO4991                         *CURRENT SURVEY CONTROL
 DO4991  ______________________________________________________________________
 DO4991* NAD 83(2011) POSITION- 36 45 34.63579(N) 096 00 33.46845(W)   ADJUSTED
 DO4991* NAD 83(2011) ELLIP HT-   182.224 (meters)        (12/11/12)   ADJUSTED
 DO4991* NAD 83(2011) EPOCH   -  2010.00
 DO4991* NAVD 88 ORTHO HEIGHT -   211.33  (meters)      693.3   (feet) GPS OBS
 DO4991  ______________________________________________________________________
 DO4991  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO4991  GEOID HEIGHT    -        -29.091 (meters)                     GEOID12A
 DO4991  GEOID HEIGHT    -        -29.107 (meters)                     GEOID18
 DO4991  NAD 83(2011) X  -   -535,608.728 (meters)                     COMP
 DO4991  NAD 83(2011) Y  - -5,088,034.839 (meters)                     COMP
 DO4991  NAD 83(2011) Z  -  3,796,164.081 (meters)                     COMP
 DO4991  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DO4991
 DO4991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4991  Standards:
 DO4991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4991  -------------------------------------------------------------------
 DO4991  NETWORK    0.57   1.23           0.26   0.20   0.63     -0.01777524
 DO4991  -------------------------------------------------------------------
 DO4991  Click here for local accuracies and other accuracy information.
 DO4991
 DO4991.This mark is at Bartlesville Airport (BVO)
 DO4991
 DO4991.The horizontal coordinates were established by GPS observations
 DO4991.and adjusted by the National Geodetic Survey in December 2012.
 DO4991
 DO4991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4991.been affixed to the stable North American tectonic plate. See 
 DO4991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4991
 DO4991.The horizontal coordinates are valid at the epoch date displayed above
 DO4991.which is a decimal equivalence of Year/Month/Day.
 DO4991
 DO4991.The orthometric height was determined by GPS observations and a
 DO4991.high-resolution geoid model.
 DO4991
 DO4991.GPS derived orthometric heights for airport stations designated as
 DO4991.PACS or SACS are published to 2 decimal places.  This maintains
 DO4991.centimeter relative accuracy between the PACS and SACS.  It does
 DO4991.not indicate centimeter accuracy relative to other marks which are
 DO4991.part of the published vertical control network.
 DO4991
 DO4991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4991.GEOID18 height accuracy estimate available here.
 DO4991
 DO4991.Click photographs - Photos may exist for this station.
 DO4991
 DO4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4991
 DO4991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4991
 DO4991.The ellipsoidal height was determined by GPS observations
 DO4991.and is referenced to NAD 83.
 DO4991
 DO4991. The following values were computed from the NAD 83(2011) position.
 DO4991
 DO4991;                    North         East     Units Scale Factor Converg.
 DO4991;SPC OK N     -   197,063.595   777,739.373   MT  0.99999872   +1 10 29.3
 DO4991;SPC OK N     -   646,532.81  2,551,633.26   sFT  0.99999872   +1 10 29.3
 DO4991;UTM  14      - 4,072,378.914   766,971.018   MT  1.00047817   +1 47 27.1
 DO4991;UTM  15      - 4,072,430.986   231,368.754   MT  1.00048913   -1 48 07.3
 DO4991
 DO4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4991!SPC OK N     -   0.99997140  x   0.99999872  =   0.99997012
 DO4991!UTM  14      -   0.99997140  x   1.00047817  =   1.00044956
 DO4991!UTM  15      -   0.99997140  x   1.00048913  =   1.00046052
 DO4991
 DO4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6697172378(NAD 83)
 DO4991
 DO4991                          SUPERSEDED SURVEY CONTROL
 DO4991
 DO4991.No superseded survey control is available for this station.
 DO4991
 DO4991_MARKER: F = FLANGE-ENCASED ROD
 DO4991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO4991_STAMPING: BVO A 2012
 DO4991_MARK LOGO: NONE
 DO4991_PROJECTION: RECESSED 4 CENTIMETERS
 DO4991_MAGNETIC: I = MARKER IS A STEEL ROD
 DO4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4991+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 DO4991_ROD/PIPE-DEPTH: 5.54 meters
 DO4991_SLEEVE-DEPTH  : .9 meters
 DO4991
 DO4991  HISTORY     - Date     Condition        Report By
 DO4991  HISTORY     - 20120222 MONUMENTED       AIRDAT
 DO4991
 DO4991                          STATION DESCRIPTION
 DO4991
 DO4991'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2012 (JJH)
 DO4991'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTHEAST OF BOWRING,
 DO4991'9.0 MI (14.5 KM) NORTHEAST OF WOOLAROC AND 1.8 MI (2.9 KM)
 DO4991'WEST-NORTHWEST OF BARTLESVILLE.  THE STATION IS AT THE BARTLESVILLE
 DO4991'MUNICIPAL AIRPORT AND WILL REQUIRE PERMISSION FROM THE AIRPORT MANAGER
 DO4991'FOR ACCESS.  CONTACT RICK BOSWELL AT 9186616297.
 DO4991'OWNERSHIP--BARTLESVILLE MUNICIPAL AIRPORT, 401 NORTHWEST WILEY POST
 DO4991'ROAD, BARTLESVILLE, OK 74003, 9183384282.
 DO4991'
 DO4991'TO REACH FROM THE INTERSECTION OF HIGHWAY 60 AND WILEY POST ROAD GO
 DO4991'NORTH ON WILEY POST ROAD 0.5 MI (0.8 KM) TO AIRPORT ENTRANCE.  TURN
 DO4991'LEFT AND GO WEST 210 FT (64.0 M) THROUGH GATE TO THE STATION ON THE
 DO4991'LEFT.
 DO4991'
 DO4991'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 DO4991'DRIVEN TO REFUSAL AT A DEPTH OF 5.54 M (18.2 FT) IN A GREASE FILLED
 DO4991'SLEEVE 90 CM (35 INCHES) LONG ENCASED IN A 12.7 CM (5 INCH) PVC PIPE
 DO4991'WITH LOGO CAP SURROUNDED BY CONCRETE SET 3 CM (1 INCH) BELOW GROUND.
 DO4991'IT IS 37.7 M (123.7 FT) EAST OF THE EAST EDGE OF TAXIWAY, 12.4 M (40.7
 DO4991'FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE APRON, 7.6 M (24.9 FT) WEST
 DO4991'OF CHAIN LINK FENCE.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 DO4991'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DO4992 ***********************************************************************
 DO4992  SACS        -  This is a Secondary Airport Control Station.
 DO4992  DESIGNATION -  BVO B
 DO4992  PID         -  DO4992
 DO4992  STATE/COUNTY-  OK/OSAGE
 DO4992  COUNTRY     -  US
 DO4992  USGS QUAD   -  BOWRING SE (2018)
 DO4992
 DO4992                         *CURRENT SURVEY CONTROL
 DO4992  ______________________________________________________________________
 DO4992* NAD 83(2011) POSITION- 36 46 02.44052(N) 096 00 36.78625(W)   ADJUSTED
 DO4992* NAD 83(2011) ELLIP HT-   179.135 (meters)        (02/14/13)   ADJUSTED
 DO4992* NAD 83(2011) EPOCH   -  2010.00
 DO4992* NAVD 88 ORTHO HEIGHT -   208.25  (meters)      683.2   (feet) GPS OBS
 DO4992  ______________________________________________________________________
 DO4992  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO4992  GEOID HEIGHT    -        -29.101 (meters)                     GEOID12A
 DO4992  GEOID HEIGHT    -        -29.117 (meters)                     GEOID18
 DO4992  NAD 83(2011) X  -   -535,636.596 (meters)                     COMP
 DO4992  NAD 83(2011) Y  - -5,087,513.578 (meters)                     COMP
 DO4992  NAD 83(2011) Z  -  3,796,848.890 (meters)                     COMP
 DO4992  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 DO4992
 DO4992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4992  Standards:
 DO4992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4992  -------------------------------------------------------------------
 DO4992  NETWORK    0.81   1.23           0.38   0.26   0.63     -0.05061964
 DO4992  -------------------------------------------------------------------
 DO4992  Click here for local accuracies and other accuracy information.
 DO4992
 DO4992.This mark is at Bartlesville Airport (BVO)
 DO4992
 DO4992.The horizontal coordinates were established by GPS observations
 DO4992.and adjusted by the National Geodetic Survey in February 2013.
 DO4992
 DO4992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4992.been affixed to the stable North American tectonic plate. See 
 DO4992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4992
 DO4992.The horizontal coordinates are valid at the epoch date displayed above
 DO4992.which is a decimal equivalence of Year/Month/Day.
 DO4992
 DO4992.The orthometric height was determined by GPS observations and a
 DO4992.high-resolution geoid model.
 DO4992
 DO4992.GPS derived orthometric heights for airport stations designated as
 DO4992.PACS or SACS are published to 2 decimal places.  This maintains
 DO4992.centimeter relative accuracy between the PACS and SACS.  It does
 DO4992.not indicate centimeter accuracy relative to other marks which are
 DO4992.part of the published vertical control network.
 DO4992
 DO4992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4992.GEOID18 height accuracy estimate available here.
 DO4992
 DO4992.Click photographs - Photos may exist for this station.
 DO4992
 DO4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4992
 DO4992.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4992
 DO4992.The ellipsoidal height was determined by GPS observations
 DO4992.and is referenced to NAD 83.
 DO4992
 DO4992. The following values were computed from the NAD 83(2011) position.
 DO4992
 DO4992;                    North         East     Units Scale Factor Converg.
 DO4992;SPC OK N     -   197,918.834   777,639.534   MT  1.00000012   +1 10 27.3
 DO4992;SPC OK N     -   649,338.71  2,551,305.70   sFT  1.00000012   +1 10 27.3
 DO4992;UTM  14      - 4,073,233.438   766,861.934   MT  1.00047745   +1 47 26.3
 DO4992;UTM  15      - 4,073,290.676   231,313.440   MT  1.00048949   -1 48 10.4
 DO4992
 DO4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4992!SPC OK N     -   0.99997189  x   1.00000012  =   0.99997201
 DO4992!UTM  14      -   0.99997189  x   1.00047745  =   1.00044932
 DO4992!UTM  15      -   0.99997189  x   1.00048949  =   1.00046136
 DO4992
 DO4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6686173233(NAD 83)
 DO4992
 DO4992                          SUPERSEDED SURVEY CONTROL
 DO4992
 DO4992.No superseded survey control is available for this station.
 DO4992
 DO4992_MARKER: DH = HORIZONTAL CONTROL DISK
 DO4992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4992_STAMPING: BVO B 2012
 DO4992_MARK LOGO: AIRDAT
 DO4992_PROJECTION: FLUSH
 DO4992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4992+STABILITY: SURFACE MOTION
 DO4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4992+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 DO4992
 DO4992  HISTORY     - Date     Condition        Report By
 DO4992  HISTORY     - 20120222 MONUMENTED       AIRDAT
 DO4992
 DO4992                          STATION DESCRIPTION
 DO4992
 DO4992'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2012 (JJH)
 DO4992'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF BOWRING,
 DO4992'9.4 MI (15.1 KM) NORTHEAST OF WOOLAROC AND 2.1 MI (3.4 KM) NORTHWEST
 DO4992'OF BARTLESVILLE.  THE STATION IS AT THE BARTLESVILLE MUNICIPAL AIRPORT
 DO4992'AND WILL REQUIRE PERMISSION FROM THE AIRPORT MANAGER FOR ACCESS.
 DO4992'CONTACT RICK BOSWELL AT 9186616297.  OWNERSHIP--BARTLESVILLE MUNICIPAL
 DO4992'AIRPORT, 401 NORTHWEST WILEY POST ROAD, BARTLESVILLE, OK 74003,
 DO4992'9183384282.
 DO4992'
 DO4992'TO REACH FROM THE INTERSECTION OF HIGHWAY 60 AND WILEY POST ROAD GO
 DO4992'NORTH ON WILEY POST ROAD FOR 0.5 MI (0.8 KM) TO AIRPORT ENTRANCE.
 DO4992'TURN LEFT AND GO WEST 0.07 MI (0.1 KM) THROUGH GATE TO TAXIWAY.  TURN
 DO4992'RIGHT AND GO NORTH ON TAXIWAY FOR 0.52 MI (0.8 KM) TO THE STATION ON
 DO4992'THE LEFT.
 DO4992'
 DO4992'THE MARK IS A BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER OF A
 DO4992'14-IN (36 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.  IT
 DO4992'IS 15.7 M (51.5 FT) NORTHWEST OF TAXIWAY LIGHT 0175, 12.9 M (42.3 FT)
 DO4992'SOUTHWEST OF TAXIWAY LIGHT 0177, 11.9 M (39.0 FT) WEST OF WEST EDGE
 DO4992'TAXIWAY.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DO4992'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DO4993 ***********************************************************************
 DO4993  SACS        -  This is a Secondary Airport Control Station.
 DO4993  DESIGNATION -  BVO C
 DO4993  PID         -  DO4993
 DO4993  STATE/COUNTY-  OK/OSAGE
 DO4993  COUNTRY     -  US
 DO4993  USGS QUAD   -  BOWRING SE (2018)
 DO4993
 DO4993                         *CURRENT SURVEY CONTROL
 DO4993  ______________________________________________________________________
 DO4993* NAD 83(2011) POSITION- 36 45 11.54156(N) 096 00 35.64160(W)   ADJUSTED
 DO4993* NAD 83(2011) ELLIP HT-   187.316 (meters)        (02/14/13)   ADJUSTED
 DO4993* NAD 83(2011) EPOCH   -  2010.00
 DO4993* NAVD 88 ORTHO HEIGHT -   216.41  (meters)      710.0   (feet) GPS OBS
 DO4993  ______________________________________________________________________
 DO4993  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DO4993  GEOID HEIGHT    -        -29.079 (meters)                     GEOID12A
 DO4993  GEOID HEIGHT    -        -29.095 (meters)                     GEOID18
 DO4993  NAD 83(2011) X  -   -535,707.366 (meters)                     COMP
 DO4993  NAD 83(2011) Y  - -5,088,456.934 (meters)                     COMP
 DO4993  NAD 83(2011) Z  -  3,795,596.747 (meters)                     COMP
 DO4993  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 DO4993
 DO4993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO4993  Standards:
 DO4993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO4993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO4993  -------------------------------------------------------------------
 DO4993  NETWORK    0.75   1.25           0.34   0.26   0.64     -0.00283014
 DO4993  -------------------------------------------------------------------
 DO4993  Click here for local accuracies and other accuracy information.
 DO4993
 DO4993.This mark is at Bartlesville Airport (BVO)
 DO4993
 DO4993.The horizontal coordinates were established by GPS observations
 DO4993.and adjusted by the National Geodetic Survey in February 2013.
 DO4993
 DO4993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO4993.been affixed to the stable North American tectonic plate. See 
 DO4993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO4993
 DO4993.The horizontal coordinates are valid at the epoch date displayed above
 DO4993.which is a decimal equivalence of Year/Month/Day.
 DO4993
 DO4993.The orthometric height was determined by GPS observations and a
 DO4993.high-resolution geoid model.
 DO4993
 DO4993.GPS derived orthometric heights for airport stations designated as
 DO4993.PACS or SACS are published to 2 decimal places.  This maintains
 DO4993.centimeter relative accuracy between the PACS and SACS.  It does
 DO4993.not indicate centimeter accuracy relative to other marks which are
 DO4993.part of the published vertical control network.
 DO4993
 DO4993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4993.GEOID18 height accuracy estimate available here.
 DO4993
 DO4993.Click photographs - Photos may exist for this station.
 DO4993
 DO4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO4993
 DO4993.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO4993
 DO4993.The ellipsoidal height was determined by GPS observations
 DO4993.and is referenced to NAD 83.
 DO4993
 DO4993. The following values were computed from the NAD 83(2011) position.
 DO4993
 DO4993;                    North         East     Units Scale Factor Converg.
 DO4993;SPC OK N     -   196,350.742   777,700.075   MT  0.99999757   +1 10 28.0
 DO4993;SPC OK N     -   644,194.06  2,551,504.33   sFT  0.99999757   +1 10 28.0
 DO4993;UTM  14      - 4,071,665.337   766,939.370   MT  1.00047796   +1 47 24.9
 DO4993;UTM  15      - 4,071,720.786   231,292.454   MT  1.00048963   -1 48 07.6
 DO4993
 DO4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO4993!SPC OK N     -   0.99997060  x   0.99999757  =   0.99996817
 DO4993!UTM  14      -   0.99997060  x   1.00047796  =   1.00044855
 DO4993!UTM  15      -   0.99997060  x   1.00048963  =   1.00046022
 DO4993
 DO4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6693971665(NAD 83)
 DO4993
 DO4993                          SUPERSEDED SURVEY CONTROL
 DO4993
 DO4993.No superseded survey control is available for this station.
 DO4993
 DO4993_MARKER: DH = HORIZONTAL CONTROL DISK
 DO4993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO4993_STAMPING: BVO C 2012
 DO4993_MARK LOGO: AIRDAT
 DO4993_PROJECTION: FLUSH
 DO4993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4993+STABILITY: SURFACE MOTION
 DO4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4993+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 DO4993
 DO4993  HISTORY     - Date     Condition        Report By
 DO4993  HISTORY     - 20120222 MONUMENTED       AIRDAT
 DO4993
 DO4993                          STATION DESCRIPTION
 DO4993
 DO4993'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2012 (JJH)
 DO4993'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF BOWRING,
 DO4993'8.6 MI (13.8 KM) NORTHEAST OF WOOLAROC AND 1.7 MI (2.7 KM)
 DO4993'WEST-NORTHWEST OF BARTLESVILLE.  THE STATION IS AT THE BARTLESVILLE
 DO4993'MUNICIPAL AIRPORT AND WILL REQUIRE PERMISSION FROM THE AIRPORT MANAGER
 DO4993'FOR ACCESS.  CONTACT RICK BOSWELL AT 9186616297.
 DO4993'OWNERSHIP--BARTLESVILLE MUNICIPAL AIRPORT, 401 NORTHWEST WILEY POST
 DO4993'ROAD, BARTLESVILLE, OK 74003, 9183384282.
 DO4993'
 DO4993'TO REACH FROM THE INTERSECTION OF HIGHWAY 60 AND WILEY POST ROAD GO
 DO4993'NORTH ON WILEY POST ROAD FOR 0.5 MI (0.8 KM) TO AIRPORT ENTRANCE.
 DO4993'TURN LEFT AND GO WEST FOR 0.07 MI (0.1 KM) TO TAXIWAY.  TURN LEFT AND
 DO4993'GO SOUTH FOR 0.46 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DO4993'
 DO4993'THE MARK IS A BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER OF A
 DO4993'14-IN (36 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.  IT
 DO4993'IS 78.2 M (256.6 FT) SOUTH OF SOUTH EDGE OF CONCRETE APRON, 24.3 M
 DO4993'(79.7 FT) NORTH OF LOCALIZER BUILDING, 8.8 M (28.9 FT) WEST OF ASPHALT
 DO4993'ACCESS ROAD.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DO4993'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0839 ***********************************************************************
 EL0839  DESIGNATION -  BYARS MUNICIPAL TANK
 EL0839  PID         -  EL0839
 EL0839  STATE/COUNTY-  OK/MCCLAIN
 EL0839  COUNTRY     -  US
 EL0839  USGS QUAD   -  BYARS (2018)
 EL0839
 EL0839                         *CURRENT SURVEY CONTROL
 EL0839  ______________________________________________________________________
 EL0839* NAD 83(1993) POSITION- 34 52 13.81959(N) 097 03 01.19411(W)   ADJUSTED
 EL0839  ______________________________________________________________________
 EL0839  GEOID HEIGHT    -        -25.936 (meters)                     GEOID18
 EL0839  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 EL0839  HORZ ORDER      -  THIRD
 EL0839
 EL0839.The horizontal coordinates were established by classical geodetic methods
 EL0839.and adjusted by the National Geodetic Survey in November 1994.
 EL0839
 EL0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0839.GEOID18 height accuracy estimate available here.
 EL0839
 EL0839.Click photographs - Photos may exist for this station.
 EL0839
 EL0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0839
 EL0839. The following values were computed from the NAD 83(1993) position.
 EL0839
 EL0839;                    North         East     Units Scale Factor Converg.
 EL0839;SPC OK S     -   170,918.238   686,824.075   MT  0.99994838   +0 32 20.6
 EL0839;SPC OK S     -   560,754.25  2,253,355.32   sFT  0.99994838   +0 32 20.6
 EL0839;UTM  14      - 3,860,416.595   678,202.295   MT  0.99999140   +1 06 53.9
 EL0839
 EL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7820260416(NAD 83)
 EL0839
 EL0839                          SUPERSEDED SURVEY CONTROL
 EL0839
 EL0839  NAD 83(1986)-  34 52 13.82441(N)    097 03 01.17962(W) AD(       ) 3
 EL0839  NAD 27      -  34 52 13.54195(N)    097 03 00.10623(W) AD(       ) 3
 EL0839
 EL0839.Superseded values are not recommended for survey control.
 EL0839
 EL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0839.See file dsdata.pdf to determine how the superseded data were derived.
 EL0839
 EL0839_MARKER: 53 = ELEVATED TANK
 EL0839
 EL0839  HISTORY     - Date     Condition        Report By
 EL0839  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0839
 EL0839                          STATION DESCRIPTION
 EL0839
 EL0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0839'THE STATION IS IN THE SOUTH EDGE OF BYARS.  IT IS AN ELEVATED
 EL0839'TANK, SILVER IN COLOR AND 120 FEET IN HEIGHT.  THE POINT
 EL0839'OBSERVED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0841 ***********************************************************************
 EL0841  DESIGNATION -  BYARS SCHOOLHOUSE CUPOLA
 EL0841  PID         -  EL0841
 EL0841  STATE/COUNTY-  OK/MCCLAIN
 EL0841  COUNTRY     -  US
 EL0841  USGS QUAD   -  BYARS (2018)
 EL0841
 EL0841                         *CURRENT SURVEY CONTROL
 EL0841  ______________________________________________________________________
 EL0841* NAD 83(1993) POSITION- 34 52 08.64175(N) 097 03 02.10768(W)   ADJUSTED
 EL0841  ______________________________________________________________________
 EL0841  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 EL0841  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 EL0841  HORZ ORDER      -  THIRD
 EL0841
 EL0841.The horizontal coordinates were established by classical geodetic methods
 EL0841.and adjusted by the National Geodetic Survey in November 1994.
 EL0841
 EL0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0841.GEOID18 height accuracy estimate available here.
 EL0841
 EL0841.Click photographs - Photos may exist for this station.
 EL0841
 EL0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0841
 EL0841. The following values were computed from the NAD 83(1993) position.
 EL0841
 EL0841;                    North         East     Units Scale Factor Converg.
 EL0841;SPC OK S     -   170,758.474   686,802.375   MT  0.99994826   +0 32 20.1
 EL0841;SPC OK S     -   560,230.09  2,253,284.13   sFT  0.99994826   +0 32 20.1
 EL0841;UTM  14      - 3,860,256.614   678,182.202   MT  0.99999132   +1 06 53.2
 EL0841
 EL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7818260256(NAD 83)
 EL0841
 EL0841                          SUPERSEDED SURVEY CONTROL
 EL0841
 EL0841  NAD 83(1986)-  34 52 08.64634(N)    097 03 02.09417(W) AD(       ) 3
 EL0841  NAD 27      -  34 52 08.37000(N)    097 03 01.01000(W) AD(       ) 3
 EL0841  USSD        -  34 52 08.27000(N)    097 03 01.36000(W) AD(       ) 3
 EL0841
 EL0841.Superseded values are not recommended for survey control.
 EL0841
 EL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0841.See file dsdata.pdf to determine how the superseded data were derived.
 EL0841
 EL0841_MARKER: 86 = CUPOLA
 EL0841
 EL0841  HISTORY     - Date     Condition        Report By
 EL0841  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0841
 EL0841                          STATION DESCRIPTION
 EL0841
 EL0841'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0804 ***********************************************************************
 EL0804  DESIGNATION -  BYNG POWER PLANT CHIMNEY
 EL0804  PID         -  EL0804
 EL0804  STATE/COUNTY-  OK/PONTOTOC
 EL0804  COUNTRY     -  US
 EL0804  USGS QUAD   -  ADA (2018)
 EL0804
 EL0804                         *CURRENT SURVEY CONTROL
 EL0804  ______________________________________________________________________
 EL0804* NAD 83(1993) POSITION- 34 51 23.68108(N) 096 41 18.49863(W)   ADJUSTED
 EL0804  ______________________________________________________________________
 EL0804  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 EL0804  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC18
 EL0804  HORZ ORDER      -  THIRD
 EL0804
 EL0804.The horizontal coordinates were established by classical geodetic methods
 EL0804.and adjusted by the National Geodetic Survey in November 1994.
 EL0804
 EL0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0804.GEOID18 height accuracy estimate available here.
 EL0804
 EL0804.Click photographs - Photos may exist for this station.
 EL0804
 EL0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0804
 EL0804. The following values were computed from the NAD 83(1993) position.
 EL0804
 EL0804;                    North         East     Units Scale Factor Converg.
 EL0804;SPC OK S     -   169,743.924   719,925.829   MT  0.99994720   +0 44 40.0
 EL0804;SPC OK S     -   556,901.52  2,361,956.66   sFT  0.99994720   +0 44 40.0
 EL0804;UTM  14      - 3,859,575.318   711,318.191   MT  1.00015041   +1 19 17.7
 EL0804
 EL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1131859575(NAD 83)
 EL0804
 EL0804                          SUPERSEDED SURVEY CONTROL
 EL0804
 EL0804  NAD 83(1986)-  34 51 23.68416(N)    096 41 18.48549(W) AD(       ) 3
 EL0804  NAD 27      -  34 51 23.38000(N)    096 41 17.43000(W) AD(       ) 3
 EL0804  USSD        -  34 51 23.30000(N)    096 41 17.77000(W) AD(       ) 3
 EL0804
 EL0804.Superseded values are not recommended for survey control.
 EL0804
 EL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0804.See file dsdata.pdf to determine how the superseded data were derived.
 EL0804
 EL0804_MARKER: 85 = CHIMNEY
 EL0804
 EL0804  HISTORY     - Date     Condition        Report By
 EL0804  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0804
 EL0804                          STATION DESCRIPTION
 EL0804
 EL0804'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1003 ***********************************************************************
 EL1003  DESIGNATION -  BYRD
 EL1003  PID         -  EL1003
 EL1003  STATE/COUNTY-  OK/STEPHENS
 EL1003  COUNTRY     -  US
 EL1003  USGS QUAD   -  DUNCAN NORTH (2018)
 EL1003
 EL1003                         *CURRENT SURVEY CONTROL
 EL1003  ______________________________________________________________________
 EL1003* NAD 83(1993) POSITION- 34 36 52.43941(N) 097 52 36.45134(W)   ADJUSTED
 EL1003* NAVD 88 ORTHO HEIGHT -   387.3   (meters)     1271.    (feet) VERTCON3
 EL1003  ______________________________________________________________________
 EL1003  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 EL1003  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 EL1003  HORZ ORDER      -  FIRST
 EL1003
 EL1003.The horizontal coordinates were established by classical geodetic methods
 EL1003.and adjusted by the National Geodetic Survey in November 1994.
 EL1003
 EL1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1003
 EL1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1003.GEOID18 height accuracy estimate available here.
 EL1003
 EL1003.Click photographs - Photos may exist for this station.
 EL1003
 EL1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1003
 EL1003. The following values were computed from the NAD 83(1993) position.
 EL1003
 EL1003;                    North         East     Units Scale Factor Converg.
 EL1003;SPC OK S     -   142,125.583   611,299.190   MT  0.99993608   +0 04 11.8
 EL1003;SPC OK S     -   466,290.35  2,005,570.76   sFT  0.99993608   +0 04 11.8
 EL1003;UTM  14      - 3,830,874.718   602,975.229   MT  0.99973070   +0 38 17.2
 EL1003
 EL1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1003!SPC OK S     -   0.99994328  x   0.99993608  =   0.99987937
 EL1003!UTM  14      -   0.99994328  x   0.99973070  =   0.99967400
 EL1003
 EL1003:                Primary Azimuth Mark                     Grid Az
 EL1003:SPC OK S     -  TT 32 LEE                                200 11 54.5
 EL1003:UTM  14      -  TT 32 LEE                                199 37 49.1
 EL1003
 EL1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0297530874(NAD 83)
 EL1003
 EL1003|---------------------------------------------------------------------|
 EL1003| PID    Reference Object                     Distance      Geod. Az  |
 EL1003|                                                           dddmmss.s |
 EL1003| CX9086 BYRD RM 1                            13.423 METERS 04314     |
 EL1003| EL1002 BYRD RM A                            21.399 METERS 10501     |
 EL1003| CY2507 TT 32 LEE                                          2001606.3 |
 EL1003| CX9087 BYRD RM 2                            13.756 METERS 31429     |
 EL1003| EL1018 MARLOW SW BELL TEL CO MW MAST       APPROX.11.5 KM 3213859.7 |
 EL1003|---------------------------------------------------------------------|
 EL1003
 EL1003                          SUPERSEDED SURVEY CONTROL
 EL1003
 EL1003  NAD 83(1986)-  34 36 52.44356(N)    097 52 36.43624(W) AD(       ) 1
 EL1003  NAD 27      -  34 36 52.16681(N)    097 52 35.31033(W) AD(       ) 1
 EL1003  NGVD 29 (07/19/86)  387.2    (m)         1270.     (f) VERT ANG       
 EL1003
 EL1003.Superseded values are not recommended for survey control.
 EL1003
 EL1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1003.See file dsdata.pdf to determine how the superseded data were derived.
 EL1003
 EL1003_MARKER: DS = TRIANGULATION STATION DISK
 EL1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1003_STAMPING: BYRD 1968
 EL1003_MARK LOGO: CGS
 EL1003_PROJECTION: FLUSH
 EL1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1003+STABILITY: SURFACE MOTION
 EL1003
 EL1003  HISTORY     - Date     Condition        Report By
 EL1003  HISTORY     - 1968     MONUMENTED       CGS
 EL1003  HISTORY     - 19770401 MARK NOT FOUND   USGS
 EL1003  HISTORY     - 1980     GOOD             USAF
 EL1003
 EL1003                          STATION DESCRIPTION
 EL1003
 EL1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1003'THE STATION IS LOCATED ON A SMALL HILL, ABOUT 5 MILES SOUTHEAST
 EL1003'OF MARLOW, 7-1/2 MILES NORTHEAST OF DUNCAN AND ON THE PROPERTY
 EL1003'OWNED BY MR. DUDE BYRD.
 EL1003'
 EL1003'TO REACH THE STATION FROM THE JUNCTION WITH U.S. HIGHWAY 81 AND
 EL1003'STATE HIGHWAY 29 IN MARLOW, GO EASTERLY ON STATE HIGHWAY 29 FOR
 EL1003'4.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON PAVED ROAD
 EL1003'FOR 1.85 MILE TO A FARM DRIVEWAY ON THE LEFT.  (CONTINUE SOUTH
 EL1003'ON PAVED ROAD FOR 0.1 MILE TO A SIDEROAD RIGHT AND AZIMUTH MARK
 EL1003'ON RIGHT AS DESCRIBED).  TURN LEFT AND GO EAST ON FARM DRIVEWAY
 EL1003'FOR 0.1 MILE TO FARM HOUSE ON RIGHT AND A GATE ON THE LEFT.
 EL1003'TURN LEFT PASS THROUGH GATE GO NORTH ON A TRACK ROAD 0.1 MILE TO
 EL1003'A WIRE GATE.  PASS THROUGH GATE AND GO NORTH ON TRACK ROAD
 EL1003'FOR 0.2 MILE TO STATION AS DESCRIBED.
 EL1003'
 EL1003'THE STATION IS A STANDARD DISK, STAMPED BYRD 1968, SET IN THE
 EL1003'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 EL1003'THE GROUND.  IT IS 45.1 FEET SOUTHEAST OF A FENCE CORNER AND
 EL1003'32.5 FEET SOUTH OF A FENCE LINE.
 EL1003'
 EL1003'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BYRD NO 1 1968,
 EL1003'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 EL1003'THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE AND 61 FEET EAST
 EL1003'OF A FENCE CORNER.
 EL1003'
 EL1003'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BYRD NO 2 1968,
 EL1003'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 EL1003'3 INCHES.  IT IS 1 FOOT WEST OF A FENCE CORNER.
 EL1003'
 EL1003'AZIMUTH MARK IS A STANDARD USGS BENCH MARK DISK, STAMPED TT32
 EL1003'LEE 1948, SET IN THE TOP OF A 6 INCH ROUND CONCRETE POST THAT
 EL1003'PROJECTS 8 INCHES.  IT IS 1.5 FEET NORTH OF A METAL WITNESS
 EL1003'POST WITH SIGN ATTACHED, 4 FEET NORTHWEST OF A FENCE CORNER POST,
 EL1003'44 FEET NORTHWEST OF THE INTERSECTION OF ROADS, 27 FEET
 EL1003'WEST-NORTHWEST OF THE CENTERLINE OF A PAVED ROAD AND 1 FOOT WEST
 EL1003'OF A FENCE LINE.
 EL1003'
 EL1003'HEIGHT OF LIGHT ABOVE STATION MARK 14.49 METERS.
 EL1003
 EL1003                          STATION RECOVERY (1977)
 EL1003
 EL1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RIP)
 EL1003'MARK NOT FOUND.
 EL1003
 EL1003                          STATION RECOVERY (1980)
 EL1003
 EL1003'RECOVERY NOTE BY US AIR FORCE 1980 (JGC)
 EL1003'STATION MARK, RM 1, 2, AND TT 32 LEE 1948 (AZI) FOUND IN GOOD
 EL1003'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1002 ***********************************************************************
 EL1002  DESIGNATION -  BYRD RM A
 EL1002  PID         -  EL1002
 EL1002  STATE/COUNTY-  OK/STEPHENS
 EL1002  COUNTRY     -  US
 EL1002  USGS QUAD   -  DUNCAN NORTH (2018)
 EL1002
 EL1002                         *CURRENT SURVEY CONTROL
 EL1002  ______________________________________________________________________
 EL1002* NAD 83(1993) POSITION- 34 36 52.25942(N) 097 52 35.64008(W)   ADJUSTED
 EL1002* NAVD 88 ORTHO HEIGHT -   387.5   (meters)     1271.    (feet) VERTCON3
 EL1002  ______________________________________________________________________
 EL1002  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 EL1002  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 EL1002  HORZ ORDER      -  FIRST
 EL1002
 EL1002.The horizontal coordinates were established by classical geodetic methods
 EL1002.and adjusted by the National Geodetic Survey in November 1994.
 EL1002
 EL1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1002
 EL1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1002.GEOID18 height accuracy estimate available here.
 EL1002
 EL1002.Click photographs - Photos may exist for this station.
 EL1002
 EL1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1002
 EL1002. The following values were computed from the NAD 83(1993) position.
 EL1002
 EL1002;                    North         East     Units Scale Factor Converg.
 EL1002;SPC OK S     -   142,120.062   611,319.863   MT  0.99993608   +0 04 12.2
 EL1002;SPC OK S     -   466,272.24  2,005,638.58   sFT  0.99993608   +0 04 12.2
 EL1002;UTM  14      - 3,830,869.404   602,995.951   MT  0.99973075   +0 38 17.6
 EL1002
 EL1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1002!SPC OK S     -   0.99994325  x   0.99993608  =   0.99987934
 EL1002!UTM  14      -   0.99994325  x   0.99973075  =   0.99967402
 EL1002
 EL1002:                Primary Azimuth Mark                     Grid Az
 EL1002:SPC OK S     -  GADDIS                                   180 05 33.7
 EL1002:UTM  14      -  GADDIS                                   179 31 28.3
 EL1002
 EL1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0299530869(NAD 83)
 EL1002
 EL1002|---------------------------------------------------------------------|
 EL1002| PID    Reference Object                     Distance      Geod. Az  |
 EL1002|                                                           dddmmss.s |
 EL1002| EL0972 GADDIS                              APPROX.12.9 KM 1800945.9 |
 EL1002| EL1003 BYRD                                 21.399 METERS 28501     |
 EL1002| EL1018 MARLOW SW BELL TEL CO MW MAST       APPROX.11.5 KM 3213510.7 |
 EL1002|---------------------------------------------------------------------|
 EL1002
 EL1002                          SUPERSEDED SURVEY CONTROL
 EL1002
 EL1002  NAD 83(1986)-  34 36 52.26356(N)    097 52 35.62489(W) AD(       ) 1
 EL1002  NAD 27      -  34 36 51.98682(N)    097 52 34.49910(W) AD(       ) 1
 EL1002  NGVD 29 (07/19/86)  387.4    (m)         1271.     (f) VERT ANG       
 EL1002
 EL1002.Superseded values are not recommended for survey control.
 EL1002
 EL1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1002.See file dsdata.pdf to determine how the superseded data were derived.
 EL1002
 EL1002_MARKER: DS = TRIANGULATION STATION DISK
 EL1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1002_STAMPING: BYRD RM A 1968
 EL1002_MARK LOGO: CGS
 EL1002_PROJECTION: FLUSH
 EL1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1002+STABILITY: SURFACE MOTION
 EL1002
 EL1002  HISTORY     - Date     Condition        Report By
 EL1002  HISTORY     - 1968     MONUMENTED       CGS
 EL1002  HISTORY     - 19770401 MARK NOT FOUND   USGS
 EL1002
 EL1002                          STATION DESCRIPTION
 EL1002
 EL1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1002'THE STATION IS LOCATED IN THE SAME AREA AS TRIANGULATION STATION
 EL1002'BYRD 1968, ON PROPERTY OWNED BY MR. DUDE BYRD.
 EL1002'
 EL1002'THE STATION MARK IS A STANDARD DISK, STAMPED BYRD RM A 1968,
 EL1002'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH IS FLUSH
 EL1002'WITH THE GROUND.  IT IS 52 FEET SOUTH OF AN EAST-WEST FENCE
 EL1002'LINE.
 EL1002'
 EL1002'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BYRD
 EL1002'1968 A DISTANCE BEING 21.399 METERS 70.21 FEET.
 EL1002'
 EL1002'THE STATION IS 62 FEET SOUTHEAST OF A METAL WITNESS POST.
 EL1002
 EL1002                          STATION RECOVERY (1977)
 EL1002
 EL1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RIP)
 EL1002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0614 ***********************************************************************
 FJ0614  DESIGNATION -  C 10
 FJ0614  PID         -  FJ0614
 FJ0614  STATE/COUNTY-  OK/CANADIAN
 FJ0614  COUNTRY     -  US
 FJ0614  USGS QUAD   -  EL RENO (2018)
 FJ0614
 FJ0614                         *CURRENT SURVEY CONTROL
 FJ0614  ______________________________________________________________________
 FJ0614* NAD 83(1986) POSITION- 35 31 26.     (N) 097 54 24.     (W)   SCALED
 FJ0614* NAVD 88 ORTHO HEIGHT -   398.886 (meters)     1308.68  (feet) ADJUSTED
 FJ0614  ______________________________________________________________________
 FJ0614  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FJ0614  DYNAMIC HEIGHT  -        398.498 (meters)     1307.41  (feet) COMP
 FJ0614  MODELED GRAVITY -    979,649.1   (mgal)                       NAVD 88
 FJ0614
 FJ0614  VERT ORDER      -  FIRST     CLASS II
 FJ0614
 FJ0614.The horizontal coordinates were scaled from a map and have
 FJ0614.an estimated accuracy of +/- 6 seconds.
 FJ0614
 FJ0614.The orthometric height was determined by differential leveling and
 FJ0614.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0614.in June 1991.
 FJ0614
 FJ0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0614.GEOID18 height accuracy estimate available here.
 FJ0614
 FJ0614.Click photographs - Photos may exist for this station.
 FJ0614
 FJ0614.The dynamic height is computed by dividing the NAVD 88
 FJ0614.geopotential number by the normal gravity value computed on the
 FJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0614.degrees latitude (g = 980.6199 gals.).
 FJ0614
 FJ0614.The modeled gravity was interpolated from observed gravity values.
 FJ0614
 FJ0614;                    North         East    Units  Estimated Accuracy
 FJ0614;SPC OK N     -    58,130.      608,470.      MT  (+/- 180 meters Scaled)
 FJ0614
 FJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE991316(NAD 83)
 FJ0614
 FJ0614                          SUPERSEDED SURVEY CONTROL
 FJ0614
 FJ0614  NGVD 29 (??/??/92)  398.718  (m)         1308.13   (f) ADJ UNCH    1 2
 FJ0614
 FJ0614.Superseded values are not recommended for survey control.
 FJ0614
 FJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0614.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0614
 FJ0614_MARKER: DB = BENCH MARK DISK
 FJ0614_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0614_SP_SET: ABUTMENT
 FJ0614_STAMPING: C 10 1933 1308.127
 FJ0614_MARK LOGO: CGS
 FJ0614_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0614+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 FJ0614
 FJ0614  HISTORY     - Date     Condition        Report By
 FJ0614  HISTORY     - 1933     MONUMENTED       CGS
 FJ0614  HISTORY     - 1933     GOOD             CGS
 FJ0614  HISTORY     - 1934     GOOD             CGS
 FJ0614  HISTORY     - 1984     GOOD             NGS
 FJ0614  HISTORY     - 1988     GOOD             USPSQD
 FJ0614  HISTORY     - 1989     GOOD             USPSQD
 FJ0614  HISTORY     - 1990     GOOD             USPSQD
 FJ0614  HISTORY     - 19940112 GOOD             NGS
 FJ0614  HISTORY     - 20220314 MARK NOT FOUND   OKDOT
 FJ0614  HISTORY     - 20220322 MARK NOT FOUND   OKDOT
 FJ0614
 FJ0614                          STATION DESCRIPTION
 FJ0614
 FJ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0614'3.5 MI E FROM EL RENO.
 FJ0614'3.5 MILES E. OF EL RENO.  ON THE C.R.I. AND P.R.R., MILE POLE
 FJ0614'NO 510 PLUS 3 1/2 POLES, ON THE W. END OF BRIDGE NO 509.9, AND THE
 FJ0614'N. SIDE OF THE RAILROAD, ON THE CONCRETE SUPPORT FOR THE PLATE
 FJ0614'GIRDER.
 FJ0614
 FJ0614                          STATION RECOVERY (1934)
 FJ0614
 FJ0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0614'RECOVERED IN GOOD CONDITION.
 FJ0614
 FJ0614                          STATION RECOVERY (1984)
 FJ0614
 FJ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0614'THE MARK IS 1.52 M BELOW RAILROAD TRACKS.
 FJ0614'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 FJ0614'(0.9 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE IN EL RENO,
 FJ0614'THENCE 4.7 KM (2.95 MI) EAST ALONG EAST ELM STREET, THENCE 0.5 KM
 FJ0614'(0.3 MI) WEST-NORTHWEST ALONG THE OKLAHOMA, KANSAS AND TEXAS RAILROAD
 FJ0614'TRACKS, AT THE WEST END OF A STEEL GIRDER BRIDGE OVER SIX MILE CREEK,
 FJ0614'SET IN THE TOP OF THE CONCRETE ABUTMENT ON THE NORTH SIDE OF THE
 FJ0614'TRACKS.
 FJ0614
 FJ0614                          STATION RECOVERY (1988)
 FJ0614
 FJ0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0614'RECOVERED IN GOOD CONDITION.
 FJ0614
 FJ0614                          STATION RECOVERY (1989)
 FJ0614
 FJ0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0614'RECOVERED IN GOOD CONDITION.
 FJ0614
 FJ0614                          STATION RECOVERY (1990)
 FJ0614
 FJ0614'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0614'RECOVERED IN GOOD CONDITION.
 FJ0614
 FJ0614                          STATION RECOVERY (1994)
 FJ0614
 FJ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0614'1.4 KM (0.85 MI) SOUTHERLY AL0NG U.S. HIGHWAY 81 FROM THE COURTHOUSE
 FJ0614'IN EL RENO, THENCE 4.7 KM (2.90 MI) EASTERLY ALONG EAST ELM STREET,
 FJ0614'THENCE 0.5 KM (0.30 MI) WEST-NORTHWESTERLY ALONG THE OKLAHOMA,
 FJ0614'KANSAS, AND TEXAS RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE
 FJ0614'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE
 FJ0614'SPANNING SIX MILE CREEK, 2.9 M (9.5 FT) NORTH OF THE NEAR RAIL, AND
 FJ0614'1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACK.
 FJ0614
 FJ0614                          STATION RECOVERY (2022)
 FJ0614
 FJ0614'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0614'MARK NOT FOUND.
 FJ0614
 FJ0614                          STATION RECOVERY (2022)
 FJ0614
 FJ0614'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0583 ***********************************************************************
 EK0583  DESIGNATION -  C 100
 EK0583  PID         -  EK0583
 EK0583  STATE/COUNTY-  OK/PUSHMATAHA
 EK0583  COUNTRY     -  US
 EK0583  USGS QUAD   -  ANTLERS EAST (2019)
 EK0583
 EK0583                         *CURRENT SURVEY CONTROL
 EK0583  ______________________________________________________________________
 EK0583* NAD 83(1986) POSITION- 34 13 38.     (N) 095 35 37.     (W)   SCALED
 EK0583* NAVD 88 ORTHO HEIGHT -   141.506 (meters)      464.26  (feet) ADJUSTED
 EK0583  ______________________________________________________________________
 EK0583  GEOID HEIGHT    -        -30.150 (meters)                     GEOID18
 EK0583  DYNAMIC HEIGHT  -        141.352 (meters)      463.75  (feet) COMP
 EK0583  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 EK0583
 EK0583  VERT ORDER      -  SECOND    CLASS 0
 EK0583
 EK0583.The horizontal coordinates were scaled from a map and have
 EK0583.an estimated accuracy of +/- 6 seconds.
 EK0583
 EK0583.The orthometric height was determined by differential leveling and
 EK0583.adjusted by the NATIONAL GEODETIC SURVEY
 EK0583.in June 1991.
 EK0583
 EK0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0583.GEOID18 height accuracy estimate available here.
 EK0583
 EK0583.Click photographs - Photos may exist for this station.
 EK0583
 EK0583.The dynamic height is computed by dividing the NAVD 88
 EK0583.geopotential number by the normal gravity value computed on the
 EK0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0583.degrees latitude (g = 980.6199 gals.).
 EK0583
 EK0583.The modeled gravity was interpolated from observed gravity values.
 EK0583
 EK0583;                    North         East    Units  Estimated Accuracy
 EK0583;SPC OK S     -   101,800.      821,690.      MT  (+/- 180 meters Scaled)
 EK0583
 EK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT610903(NAD 83)
 EK0583
 EK0583                          SUPERSEDED SURVEY CONTROL
 EK0583
 EK0583  NGVD 29 (??/??/92)  141.422  (m)          463.98   (f) ADJ UNCH    2 0
 EK0583
 EK0583.Superseded values are not recommended for survey control.
 EK0583
 EK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0583.See file dsdata.pdf to determine how the superseded data were derived.
 EK0583
 EK0583_MARKER: DB = BENCH MARK DISK
 EK0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0583_SP_SET: BRIDGE ABUTMENT
 EK0583_STAMPING: C 100 1960
 EK0583_MARK LOGO: CGS
 EK0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0583
 EK0583  HISTORY     - Date     Condition        Report By
 EK0583  HISTORY     - 1960     MONUMENTED       CGS
 EK0583
 EK0583                          STATION DESCRIPTION
 EK0583
 EK0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0583'1.8 MI E FROM ANTLERS.
 EK0583'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE
 EK0583'ST. LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, IN SECTION
 EK0583'11, R 16 E, T 4 S, SET IN THE TOP OF THE SOUTH END OF THE EAST
 EK0583'ABUTMENT OF THE CONCRETE BRIDGE OVER BEAVER CREEK, 17 FEET
 EK0583'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 EK0583'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0265 ***********************************************************************
 GK0265  DESIGNATION -  C 103
 GK0265  PID         -  GK0265
 GK0265  STATE/COUNTY-  OK/TEXAS
 GK0265  COUNTRY     -  US
 GK0265  USGS QUAD   -  GUYMON SE (2018)
 GK0265
 GK0265                         *CURRENT SURVEY CONTROL
 GK0265  ______________________________________________________________________
 GK0265* NAD 83(1986) POSITION- 36 31 49.     (N) 101 22 02.     (W)   SCALED
 GK0265* NAVD 88 ORTHO HEIGHT -   945.681 (meters)     3102.62  (feet) ADJUSTED
 GK0265  ______________________________________________________________________
 GK0265  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 GK0265  DYNAMIC HEIGHT  -        944.686 (meters)     3099.36  (feet) COMP
 GK0265  MODELED GRAVITY -    979,548.2   (mgal)                       NAVD 88
 GK0265
 GK0265  VERT ORDER      -  SECOND    CLASS 0
 GK0265
 GK0265.The horizontal coordinates were scaled from a map and have
 GK0265.an estimated accuracy of +/- 6 seconds.
 GK0265
 GK0265.The orthometric height was determined by differential leveling and
 GK0265.adjusted by the NATIONAL GEODETIC SURVEY
 GK0265.in June 1991.
 GK0265
 GK0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0265.GEOID18 height accuracy estimate available here.
 GK0265
 GK0265.Click photographs - Photos may exist for this station.
 GK0265
 GK0265.The dynamic height is computed by dividing the NAVD 88
 GK0265.geopotential number by the normal gravity value computed on the
 GK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0265.degrees latitude (g = 980.6199 gals.).
 GK0265
 GK0265.The modeled gravity was interpolated from observed gravity values.
 GK0265
 GK0265;                    North         East    Units  Estimated Accuracy
 GK0265;SPC OK N     -   175,020.      298,520.      MT  (+/- 180 meters Scaled)
 GK0265
 GK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF880453(NAD 83)
 GK0265
 GK0265                          SUPERSEDED SURVEY CONTROL
 GK0265
 GK0265  NGVD 29 (??/??/92)  945.236  (m)         3101.16   (f) ADJ UNCH    2 0
 GK0265
 GK0265.Superseded values are not recommended for survey control.
 GK0265
 GK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0265.See file dsdata.pdf to determine how the superseded data were derived.
 GK0265
 GK0265_MARKER: DB = BENCH MARK DISK
 GK0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0265_STAMPING: C 103 1934
 GK0265_MARK LOGO: CGS
 GK0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0265+STABILITY: SURFACE MOTION
 GK0265
 GK0265  HISTORY     - Date     Condition        Report By
 GK0265  HISTORY     - 1934     MONUMENTED       CGS
 GK0265  HISTORY     - 1965     POOR             USGS
 GK0265
 GK0265                          STATION DESCRIPTION
 GK0265
 GK0265'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0265'4.9 MI E FROM HITCHLAND.
 GK0265'GUYMON, ABOUT 4.6 MI. EAST ALONG STATE HWY 3 FROM THE TEXAS CO.
 GK0265'COURTHOUSE, THENCE SOUTH ALONG A BLACKTOP ROAD 10.7  MI. TO A T-RD.
 GK0265'EAST.  NEAR THE CORS. OF 19-20-29-30, T-1-N, R-16-E.  HITCHLAND, ABOUT
 GK0265'2 MI. N AND 3 MI. W. OF.  70 FT NORTH AND 39 FT. EAST OF T-RD. EAST.
 GK0265'IN THE CENTER OF A ROADSIDE DITCH, A CONC. POST WITH A STD. USC AND GS
 GK0265'TABLET STAMPED C 103 1934.  NOTE-- POST IS TILTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0343 ***********************************************************************
 GJ0343  DESIGNATION -  C 104
 GJ0343  PID         -  GJ0343
 GJ0343  STATE/COUNTY-  OK/ELLIS
 GJ0343  COUNTRY     -  US
 GJ0343  USGS QUAD   -  GOODWIN (2018)
 GJ0343
 GJ0343                         *CURRENT SURVEY CONTROL
 GJ0343  ______________________________________________________________________
 GJ0343* NAD 83(1986) POSITION- 36 11 14.     (N) 099 52 53.     (W)   SCALED
 GJ0343* NAVD 88 ORTHO HEIGHT -   740.323 (meters)     2428.88  (feet) ADJUSTED
 GJ0343  ______________________________________________________________________
 GJ0343  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 GJ0343  DYNAMIC HEIGHT  -        739.565 (meters)     2426.39  (feet) COMP
 GJ0343  MODELED GRAVITY -    979,584.1   (mgal)                       NAVD 88
 GJ0343
 GJ0343  VERT ORDER      -  SECOND    CLASS 0
 GJ0343
 GJ0343.The horizontal coordinates were scaled from a map and have
 GJ0343.an estimated accuracy of +/- 6 seconds.
 GJ0343
 GJ0343.The orthometric height was determined by differential leveling and
 GJ0343.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0343.in June 1991.
 GJ0343
 GJ0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0343.GEOID18 height accuracy estimate available here.
 GJ0343
 GJ0343.Click photographs - Photos may exist for this station.
 GJ0343
 GJ0343.The dynamic height is computed by dividing the NAVD 88
 GJ0343.geopotential number by the normal gravity value computed on the
 GJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0343.degrees latitude (g = 980.6199 gals.).
 GJ0343
 GJ0343.The modeled gravity was interpolated from observed gravity values.
 GJ0343
 GJ0343;                    North         East    Units  Estimated Accuracy
 GJ0343;SPC OK N     -   133,370.      430,790.      MT  (+/- 180 meters Scaled)
 GJ0343
 GJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF207050(NAD 83)
 GJ0343
 GJ0343                          SUPERSEDED SURVEY CONTROL
 GJ0343
 GJ0343  NGVD 29 (??/??/92)  740.014  (m)         2427.86   (f) ADJ UNCH    2 0
 GJ0343
 GJ0343.Superseded values are not recommended for survey control.
 GJ0343
 GJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0343.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0343
 GJ0343_MARKER: DB = BENCH MARK DISK
 GJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0343_STAMPING: C 104 1934
 GJ0343_MARK LOGO: CGS
 GJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0343+STABILITY: SURFACE MOTION
 GJ0343
 GJ0343  HISTORY     - Date     Condition        Report By
 GJ0343  HISTORY     - 1934     MONUMENTED       CGS
 GJ0343
 GJ0343                          STATION DESCRIPTION
 GJ0343
 GJ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0343'6.1 MI S FROM SHATTUCK.
 GJ0343'6.1 MILES SOUTH OF A.T. AND S.F. RR. STATION AT SHATTUCK 50 FEET
 GJ0343'EAST OF CENTERLINE OF U.S. HIGHWAY 283.  30 FEET SOUTH CENTERLINE
 GJ0343'OF SECTION LINE ROAD.  3 FEET SOUTH OF SECTION LINE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0473 ***********************************************************************
 FK0473  DESIGNATION -  C 105
 FK0473  PID         -  FK0473
 FK0473  STATE/COUNTY-  OK/ROGER MILLS
 FK0473  COUNTRY     -  US
 FK0473  USGS QUAD   -  CHEYENNE NW (2018)
 FK0473
 FK0473                         *CURRENT SURVEY CONTROL
 FK0473  ______________________________________________________________________
 FK0473* NAD 83(1986) POSITION- 35 39 34.     (N) 099 40 13.     (W)   SCALED
 FK0473* NAVD 88 ORTHO HEIGHT -   618.079 (meters)     2027.81  (feet) ADJUSTED
 FK0473  ______________________________________________________________________
 FK0473  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 FK0473  DYNAMIC HEIGHT  -        617.434 (meters)     2025.70  (feet) COMP
 FK0473  MODELED GRAVITY -    979,571.4   (mgal)                       NAVD 88
 FK0473
 FK0473  VERT ORDER      -  SECOND    CLASS 0
 FK0473
 FK0473.The horizontal coordinates were scaled from a map and have
 FK0473.an estimated accuracy of +/- 6 seconds.
 FK0473
 FK0473.The orthometric height was determined by differential leveling and
 FK0473.adjusted by the NATIONAL GEODETIC SURVEY
 FK0473.in June 1991.
 FK0473
 FK0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0473.GEOID18 height accuracy estimate available here.
 FK0473
 FK0473.Click photographs - Photos may exist for this station.
 FK0473
 FK0473.The dynamic height is computed by dividing the NAVD 88
 FK0473.geopotential number by the normal gravity value computed on the
 FK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0473.degrees latitude (g = 980.6199 gals.).
 FK0473
 FK0473.The modeled gravity was interpolated from observed gravity values.
 FK0473
 FK0473;                    North         East    Units  Estimated Accuracy
 FK0473;SPC OK N     -    74,470.      448,770.      MT  (+/- 180 meters Scaled)
 FK0473
 FK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME393463(NAD 83)
 FK0473
 FK0473                          SUPERSEDED SURVEY CONTROL
 FK0473
 FK0473  NGVD 29 (??/??/92)  617.797  (m)         2026.89   (f) ADJ UNCH    2 0
 FK0473
 FK0473.Superseded values are not recommended for survey control.
 FK0473
 FK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0473.See file dsdata.pdf to determine how the superseded data were derived.
 FK0473
 FK0473_MARKER: DB = BENCH MARK DISK
 FK0473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0473_SP_SET: CULVERT HEADWALL
 FK0473_STAMPING: C 105 1934
 FK0473_MARK LOGO: CGS
 FK0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0473+STABILITY: SURFACE MOTION
 FK0473
 FK0473  HISTORY     - Date     Condition        Report By
 FK0473  HISTORY     - 1934     MONUMENTED       CGS
 FK0473
 FK0473                          STATION DESCRIPTION
 FK0473
 FK0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0473'3.1 MI NW FROM CHEYENNE.
 FK0473'3.1 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0473'0.2 MILE SOUTH OF CREST OF HILL, 18 FEET WEST OF CENTER LINE
 FK0473'OF U.S. HIGHWAY 283, SET IN SOUTH END OF WEST HEAD WALL OF
 FK0473'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0227 ***********************************************************************
 GJ0227  DESIGNATION -  C 106
 GJ0227  PID         -  GJ0227
 GJ0227  STATE/COUNTY-  OK/WOODWARD
 GJ0227  COUNTRY     -  US
 GJ0227  USGS QUAD   -  SLEEPING BEAR CREEK SW (2018)
 GJ0227
 GJ0227                         *CURRENT SURVEY CONTROL
 GJ0227  ______________________________________________________________________
 GJ0227* NAD 83(1986) POSITION- 36 32 06.     (N) 099 29 34.     (W)   SCALED
 GJ0227* NAVD 88 ORTHO HEIGHT -   630.259 (meters)     2067.77  (feet) ADJUSTED
 GJ0227  ______________________________________________________________________
 GJ0227  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 GJ0227  DYNAMIC HEIGHT  -        629.653 (meters)     2065.79  (feet) COMP
 GJ0227  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 GJ0227
 GJ0227  VERT ORDER      -  SECOND    CLASS 0
 GJ0227
 GJ0227.The horizontal coordinates were scaled from a map and have
 GJ0227.an estimated accuracy of +/- 6 seconds.
 GJ0227
 GJ0227.The orthometric height was determined by differential leveling and
 GJ0227.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0227.in June 1991.
 GJ0227
 GJ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0227.GEOID18 height accuracy estimate available here.
 GJ0227
 GJ0227.Click photographs - Photos may exist for this station.
 GJ0227
 GJ0227.The dynamic height is computed by dividing the NAVD 88
 GJ0227.geopotential number by the normal gravity value computed on the
 GJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0227.degrees latitude (g = 980.6199 gals.).
 GJ0227
 GJ0227.The modeled gravity was interpolated from observed gravity values.
 GJ0227
 GJ0227;                    North         East    Units  Estimated Accuracy
 GJ0227;SPC OK N     -   171,340.      466,330.      MT  (+/- 180 meters Scaled)
 GJ0227
 GJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF558434(NAD 83)
 GJ0227
 GJ0227                          SUPERSEDED SURVEY CONTROL
 GJ0227
 GJ0227  NGVD 29 (??/??/92)  629.995  (m)         2066.91   (f) ADJ UNCH    2 0
 GJ0227
 GJ0227.Superseded values are not recommended for survey control.
 GJ0227
 GJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0227.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0227
 GJ0227_MARKER: DB = BENCH MARK DISK
 GJ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0227_STAMPING: C 106 1934
 GJ0227_MARK LOGO: CGS
 GJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0227+STABILITY: SURFACE MOTION
 GJ0227
 GJ0227  HISTORY     - Date     Condition        Report By
 GJ0227  HISTORY     - 1934     MONUMENTED       CGS
 GJ0227
 GJ0227                          STATION DESCRIPTION
 GJ0227
 GJ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0227'5.2 MI SE FROM SUPPLY.
 GJ0227'5.2 MILES SOUTHEAST OF M.K. AND T.RR. STATION AT SUPPLY 65
 GJ0227'FEET SOUTH OF FIFTH POLE SOUTH OF MILE POLE 230.  45 FEET EAST
 GJ0227'OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.
 GJ0227'AT NORTH SIDE OF GATE IN EAST PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0013 ***********************************************************************
 GK0013  DESIGNATION -  C 107
 GK0013  PID         -  GK0013
 GK0013  STATE/COUNTY-  OK/BEAVER
 GK0013  COUNTRY     -  US
 GK0013  USGS QUAD   -  KNOWLES (2018)
 GK0013
 GK0013                         *CURRENT SURVEY CONTROL
 GK0013  ______________________________________________________________________
 GK0013* NAD 83(1986) POSITION- 36 49 10.     (N) 100 07 51.     (W)   SCALED
 GK0013* NAVD 88 ORTHO HEIGHT -   742.765 (meters)     2436.89  (feet) ADJUSTED
 GK0013  ______________________________________________________________________
 GK0013  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 GK0013  DYNAMIC HEIGHT  -        742.062 (meters)     2434.58  (feet) COMP
 GK0013  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 GK0013
 GK0013  VERT ORDER      -  SECOND    CLASS 0
 GK0013
 GK0013.The horizontal coordinates were scaled from a map and have
 GK0013.an estimated accuracy of +/- 6 seconds.
 GK0013
 GK0013.The orthometric height was determined by differential leveling and
 GK0013.adjusted by the NATIONAL GEODETIC SURVEY
 GK0013.in June 1991.
 GK0013
 GK0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0013.GEOID18 height accuracy estimate available here.
 GK0013
 GK0013.Click photographs - Photos may exist for this station.
 GK0013
 GK0013.The dynamic height is computed by dividing the NAVD 88
 GK0013.geopotential number by the normal gravity value computed on the
 GK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0013.degrees latitude (g = 980.6199 gals.).
 GK0013
 GK0013.The modeled gravity was interpolated from observed gravity values.
 GK0013
 GK0013;                    North         East    Units  Estimated Accuracy
 GK0013;SPC OK N     -   203,970.      409,900.      MT  (+/- 180 meters Scaled)
 GK0013
 GK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF991754(NAD 83)
 GK0013
 GK0013                          SUPERSEDED SURVEY CONTROL
 GK0013
 GK0013  NGVD 29 (??/??/92)  742.454  (m)         2435.87   (f) ADJ UNCH    2 0
 GK0013
 GK0013.Superseded values are not recommended for survey control.
 GK0013
 GK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0013.See file dsdata.pdf to determine how the superseded data were derived.
 GK0013
 GK0013_MARKER: DB = BENCH MARK DISK
 GK0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0013_STAMPING: C 107 1934
 GK0013_MARK LOGO: CGS
 GK0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0013+STABILITY: SURFACE MOTION
 GK0013
 GK0013  HISTORY     - Date     Condition        Report By
 GK0013  HISTORY     - 1934     MONUMENTED       CGS
 GK0013  HISTORY     - 1969     MARK NOT FOUND   USGS
 GK0013
 GK0013                          STATION DESCRIPTION
 GK0013
 GK0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0013'5.7 MI NW FROM GATE.
 GK0013'5.7 MILES NORTHWEST OF GATE M.K. AND T.RR. STATION 0.25 MILE SOUTH OF
 GK0013'MILE POLE 278.65 FEET SOUTH OF CENTER LINE SECTION LINE ROAD.  25 FEET
 GK0013'WEST OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY, TRACK.
 GK0013
 GK0013                          STATION RECOVERY (1969)
 GK0013
 GK0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GK0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0389 ***********************************************************************
 GJ0389  DESIGNATION -  C 108
 GJ0389  PID         -  GJ0389
 GJ0389  STATE/COUNTY-  OK/HARPER
 GJ0389  COUNTRY     -  US
 GJ0389  USGS QUAD   -  ROSSTON (2018)
 GJ0389
 GJ0389                         *CURRENT SURVEY CONTROL
 GJ0389  ______________________________________________________________________
 GJ0389* NAD 83(1986) POSITION- 36 48 43.     (N) 099 53 18.     (W)   SCALED
 GJ0389* NAVD 88 ORTHO HEIGHT -   654.500 (meters)     2147.31  (feet) ADJUSTED
 GJ0389  ______________________________________________________________________
 GJ0389  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 GJ0389  DYNAMIC HEIGHT  -        653.887 (meters)     2145.29  (feet) COMP
 GJ0389  MODELED GRAVITY -    979,674.4   (mgal)                       NAVD 88
 GJ0389
 GJ0389  VERT ORDER      -  SECOND    CLASS 0
 GJ0389
 GJ0389.The horizontal coordinates were scaled from a map and have
 GJ0389.an estimated accuracy of +/- 6 seconds.
 GJ0389
 GJ0389.The orthometric height was determined by differential leveling and
 GJ0389.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0389.in June 1991.
 GJ0389
 GJ0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0389.GEOID18 height accuracy estimate available here.
 GJ0389
 GJ0389.Click photographs - Photos may exist for this station.
 GJ0389
 GJ0389.The dynamic height is computed by dividing the NAVD 88
 GJ0389.geopotential number by the normal gravity value computed on the
 GJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0389.degrees latitude (g = 980.6199 gals.).
 GJ0389
 GJ0389.The modeled gravity was interpolated from observed gravity values.
 GJ0389
 GJ0389;                    North         East    Units  Estimated Accuracy
 GJ0389;SPC OK N     -   202,690.      431,510.      MT  (+/- 180 meters Scaled)
 GJ0389
 GJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF207743(NAD 83)
 GJ0389
 GJ0389                          SUPERSEDED SURVEY CONTROL
 GJ0389
 GJ0389  NGVD 29 (??/??/92)  654.219  (m)         2146.38   (f) ADJ UNCH    2 0
 GJ0389
 GJ0389.Superseded values are not recommended for survey control.
 GJ0389
 GJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0389.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0389
 GJ0389_MARKER: DB = BENCH MARK DISK
 GJ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0389_STAMPING: C 108 1934
 GJ0389_MARK LOGO: CGS
 GJ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0389+STABILITY: SURFACE MOTION
 GJ0389
 GJ0389  HISTORY     - Date     Condition        Report By
 GJ0389  HISTORY     - 1934     MONUMENTED       CGS
 GJ0389
 GJ0389                          STATION DESCRIPTION
 GJ0389
 GJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0389'2.7 MI E FROM ROSSTON.
 GJ0389'300 FEET WEST OF JUNCTION OF HIGHWAYS 283 AND 64, 67 FEET
 GJ0389'NORTH WEST OF CENTER LINE OF HIGHWAY 283, 48 FEET SOUTH OF CENTER
 GJ0389'LINE OF HIGHWAY 64.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0204 ***********************************************************************
 GJ0204  DESIGNATION -  C 109
 GJ0204  PID         -  GJ0204
 GJ0204  STATE/COUNTY-  OK/WOODS
 GJ0204  COUNTRY     -  US
 GJ0204  USGS QUAD   -  EDITH (2018)
 GJ0204
 GJ0204                         *CURRENT SURVEY CONTROL
 GJ0204  ______________________________________________________________________
 GJ0204* NAD 83(1986) POSITION- 36 47 49.     (N) 099 10 32.     (W)   SCALED
 GJ0204* NAVD 88 ORTHO HEIGHT -   470.307 (meters)     1543.00  (feet) ADJUSTED
 GJ0204  ______________________________________________________________________
 GJ0204  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 GJ0204  DYNAMIC HEIGHT  -        469.874 (meters)     1541.58  (feet) COMP
 GJ0204  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 GJ0204
 GJ0204  VERT ORDER      -  SECOND    CLASS 0
 GJ0204
 GJ0204.The horizontal coordinates were scaled from a map and have
 GJ0204.an estimated accuracy of +/- 6 seconds.
 GJ0204
 GJ0204.The orthometric height was determined by differential leveling and
 GJ0204.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0204.in June 1991.
 GJ0204
 GJ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0204.GEOID18 height accuracy estimate available here.
 GJ0204
 GJ0204.Click photographs - Photos may exist for this station.
 GJ0204
 GJ0204.The dynamic height is computed by dividing the NAVD 88
 GJ0204.geopotential number by the normal gravity value computed on the
 GJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0204.degrees latitude (g = 980.6199 gals.).
 GJ0204
 GJ0204.The modeled gravity was interpolated from observed gravity values.
 GJ0204
 GJ0204;                    North         East    Units  Estimated Accuracy
 GJ0204;SPC OK N     -   200,020.      495,090.      MT  (+/- 180 meters Scaled)
 GJ0204
 GJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF843723(NAD 83)
 GJ0204
 GJ0204                          SUPERSEDED SURVEY CONTROL
 GJ0204
 GJ0204  NGVD 29 (??/??/92)  470.068  (m)         1542.21   (f) ADJ UNCH    2 0
 GJ0204
 GJ0204.Superseded values are not recommended for survey control.
 GJ0204
 GJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0204.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0204
 GJ0204_MARKER: DB = BENCH MARK DISK
 GJ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0204_STAMPING: C 109 1934
 GJ0204_MARK LOGO: CGS
 GJ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0204+STABILITY: SURFACE MOTION
 GJ0204
 GJ0204  HISTORY     - Date     Condition        Report By
 GJ0204  HISTORY     - 1934     MONUMENTED       CGS
 GJ0204
 GJ0204                          STATION DESCRIPTION
 GJ0204
 GJ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0204'4.1 MI NW FROM FREEDOM.
 GJ0204'4.1 MILES NORTHWEST OF A.T AND SF. RR. STATION AT FREEDOM 1575
 GJ0204'FEET EAST OF ROAD CROSSING, 30 FEET SOUTH OF FENCE LINE, 3RD POST
 GJ0204'WEST OF MILEPOST 24, 25 FEET NORTH OF NEAREST RAIL OF ATCHISON
 GJ0204'TOPEKA AND SANTA FE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0225 ***********************************************************************
 GJ0225  DESIGNATION -  C 110
 GJ0225  PID         -  GJ0225
 GJ0225  STATE/COUNTY-  OK/WOODS
 GJ0225  COUNTRY     -  US
 GJ0225  USGS QUAD   -  LOOKOUT (2018)
 GJ0225
 GJ0225                         *CURRENT SURVEY CONTROL
 GJ0225  ______________________________________________________________________
 GJ0225* NAD 83(1986) POSITION- 36 59 58.     (N) 099 16 35.     (W)   SCALED
 GJ0225* NAVD 88 ORTHO HEIGHT -   620.907 (meters)     2037.09  (feet) ADJUSTED
 GJ0225  ______________________________________________________________________
 GJ0225  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 GJ0225  DYNAMIC HEIGHT  -        620.345 (meters)     2035.25  (feet) COMP
 GJ0225  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 GJ0225
 GJ0225  VERT ORDER      -  SECOND    CLASS 0
 GJ0225
 GJ0225.The horizontal coordinates were scaled from a map and have
 GJ0225.an estimated accuracy of +/- 6 seconds.
 GJ0225
 GJ0225.The orthometric height was determined by differential leveling and
 GJ0225.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0225.in June 1991.
 GJ0225
 GJ0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0225.GEOID18 height accuracy estimate available here.
 GJ0225
 GJ0225.Click photographs - Photos may exist for this station.
 GJ0225
 GJ0225.The dynamic height is computed by dividing the NAVD 88
 GJ0225.geopotential number by the normal gravity value computed on the
 GJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0225.degrees latitude (g = 980.6199 gals.).
 GJ0225
 GJ0225.The modeled gravity was interpolated from observed gravity values.
 GJ0225
 GJ0225;                    North         East    Units  Estimated Accuracy
 GJ0225;SPC OK N     -   222,600.      486,380.      MT  (+/- 180 meters Scaled)
 GJ0225
 GJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF754948(NAD 83)
 GJ0225
 GJ0225                          SUPERSEDED SURVEY CONTROL
 GJ0225
 GJ0225  NGVD 29 (??/??/92)  620.649  (m)         2036.25   (f) ADJ UNCH    2 0
 GJ0225
 GJ0225.Superseded values are not recommended for survey control.
 GJ0225
 GJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0225.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0225
 GJ0225_MARKER: DB = BENCH MARK DISK
 GJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0225_STAMPING: C 110 1934
 GJ0225_MARK LOGO: CGS
 GJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0225+STABILITY: SURFACE MOTION
 GJ0225
 GJ0225  HISTORY     - Date     Condition        Report By
 GJ0225  HISTORY     - 1934     MONUMENTED       CGS
 GJ0225  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0225
 GJ0225                          STATION DESCRIPTION
 GJ0225
 GJ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0225'21 MI SE FROM COLDWATER.
 GJ0225'21.0 MILES SOUTHEAST OF COLDWATER A.T. AND SF. RR. STATION
 GJ0225'33 FEET SOUTH OF CENTERLINE OF OKLAHOMA STATE HIGHWAY 50,
 GJ0225'AT WEST END OF TANGENT, WHERE HIGHWAY CURVES ENTERING KANSAS.
 GJ0225
 GJ0225                          STATION RECOVERY (1970)
 GJ0225
 GJ0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0021 ***********************************************************************
 GJ0021  DESIGNATION -  C 111
 GJ0021  PID         -  GJ0021
 GJ0021  STATE/COUNTY-  OK/ALFALFA
 GJ0021  COUNTRY     -  US
 GJ0021  USGS QUAD   -  AMORITA (2018)
 GJ0021
 GJ0021                         *CURRENT SURVEY CONTROL
 GJ0021  ______________________________________________________________________
 GJ0021* NAD 83(1986) POSITION- 36 54 47.     (N) 098 16 36.     (W)   SCALED
 GJ0021* NAVD 88 ORTHO HEIGHT -   364.950 (meters)     1197.34  (feet) ADJUSTED
 GJ0021  ______________________________________________________________________
 GJ0021  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 GJ0021  DYNAMIC HEIGHT  -        364.639 (meters)     1196.32  (feet) COMP
 GJ0021  MODELED GRAVITY -    979,769.6   (mgal)                       NAVD 88
 GJ0021
 GJ0021  VERT ORDER      -  SECOND    CLASS 0
 GJ0021
 GJ0021.The horizontal coordinates were scaled from a map and have
 GJ0021.an estimated accuracy of +/- 6 seconds.
 GJ0021
 GJ0021.The orthometric height was determined by differential leveling and
 GJ0021.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0021.in June 1991.
 GJ0021
 GJ0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0021.GEOID18 height accuracy estimate available here.
 GJ0021
 GJ0021.Click photographs - Photos may exist for this station.
 GJ0021
 GJ0021.The dynamic height is computed by dividing the NAVD 88
 GJ0021.geopotential number by the normal gravity value computed on the
 GJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0021.degrees latitude (g = 980.6199 gals.).
 GJ0021
 GJ0021.The modeled gravity was interpolated from observed gravity values.
 GJ0021
 GJ0021;                    North         East    Units  Estimated Accuracy
 GJ0021;SPC OK N     -   212,300.      575,350.      MT  (+/- 180 meters Scaled)
 GJ0021
 GJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF644854(NAD 83)
 GJ0021
 GJ0021                          SUPERSEDED SURVEY CONTROL
 GJ0021
 GJ0021  NGVD 29 (??/??/92)  364.809  (m)         1196.88   (f) ADJ UNCH    2 0
 GJ0021
 GJ0021.Superseded values are not recommended for survey control.
 GJ0021
 GJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0021.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0021
 GJ0021_MARKER: DB = BENCH MARK DISK
 GJ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0021_STAMPING: C 111 1934
 GJ0021_MARK LOGO: CGS
 GJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0021+STABILITY: SURFACE MOTION
 GJ0021
 GJ0021  HISTORY     - Date     Condition        Report By
 GJ0021  HISTORY     - 1934     MONUMENTED       CGS
 GJ0021
 GJ0021                          STATION DESCRIPTION
 GJ0021
 GJ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0021'1.4 MI NE FROM BYRON.
 GJ0021'1.4 MILES NORTHEAST OF A.T. AND SF. RR. STATION AT BYRON, 80 FEET
 GJ0021'NORTHEAST OF 8TH. POLE SOUTHWEST OF MILEPOST 288, 75 FEET WEST
 GJ0021'OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 40 FEET
 GJ0021'SOUTH OF CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0074 ***********************************************************************
 GJ0074  DESIGNATION -  C 112
 GJ0074  PID         -  GJ0074
 GJ0074  STATE/COUNTY-  OK/MAJOR
 GJ0074  COUNTRY     -  US
 GJ0074  USGS QUAD   -  FAIRVIEW (2018)
 GJ0074
 GJ0074                         *CURRENT SURVEY CONTROL
 GJ0074  ______________________________________________________________________
 GJ0074* NAD 83(1986) POSITION- 36 18 15.     (N) 098 28 55.     (W)   SCALED
 GJ0074* NAVD 88 ORTHO HEIGHT -   386.388 (meters)     1267.67  (feet) ADJUSTED
 GJ0074  ______________________________________________________________________
 GJ0074  GEOID HEIGHT    -        -27.605 (meters)                     GEOID18
 GJ0074  DYNAMIC HEIGHT  -        386.040 (meters)     1266.53  (feet) COMP
 GJ0074  MODELED GRAVITY -    979,721.9   (mgal)                       NAVD 88
 GJ0074
 GJ0074  VERT ORDER      -  SECOND    CLASS 0
 GJ0074
 GJ0074.The horizontal coordinates were scaled from a map and have
 GJ0074.an estimated accuracy of +/- 6 seconds.
 GJ0074
 GJ0074.The orthometric height was determined by differential leveling and
 GJ0074.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0074.in June 1991.
 GJ0074
 GJ0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0074.GEOID18 height accuracy estimate available here.
 GJ0074
 GJ0074.Click photographs - Photos may exist for this station.
 GJ0074
 GJ0074.The dynamic height is computed by dividing the NAVD 88
 GJ0074.geopotential number by the normal gravity value computed on the
 GJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0074.degrees latitude (g = 980.6199 gals.).
 GJ0074
 GJ0074.The modeled gravity was interpolated from observed gravity values.
 GJ0074
 GJ0074;                    North         East    Units  Estimated Accuracy
 GJ0074;SPC OK N     -   144,810.      556,720.      MT  (+/- 180 meters Scaled)
 GJ0074
 GJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF465178(NAD 83)
 GJ0074
 GJ0074                          SUPERSEDED SURVEY CONTROL
 GJ0074
 GJ0074  NGVD 29 (??/??/92)  386.217  (m)         1267.11   (f) ADJ UNCH    2 0
 GJ0074
 GJ0074.Superseded values are not recommended for survey control.
 GJ0074
 GJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0074.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0074
 GJ0074_MARKER: DB = BENCH MARK DISK
 GJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0074_STAMPING: C 112 1935
 GJ0074_MARK LOGO: CGS
 GJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0074+STABILITY: SURFACE MOTION
 GJ0074
 GJ0074  HISTORY     - Date     Condition        Report By
 GJ0074  HISTORY     - 1935     MONUMENTED       CGS
 GJ0074
 GJ0074                          STATION DESCRIPTION
 GJ0074
 GJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0074'2.7 MI N FROM FAIRVIEW.
 GJ0074'2.7 MILES NORTH OF CITY WATER TANK AT FAIRVIEW 110 FEET SOUTHWEST
 GJ0074'OF ATCHISON TOPEKA AND SANTA FE BRIDGE 333-7, 48 FEET WEST
 GJ0074'OF NEAREST RAIL OF TRACK, 45 FEET SOUTH OF CENTERLINE OF SECTION
 GJ0074'LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0227 ***********************************************************************
 FK0227  DESIGNATION -  C 113
 FK0227  PID         -  FK0227
 FK0227  STATE/COUNTY-  OK/CUSTER
 FK0227  COUNTRY     -  US
 FK0227  USGS QUAD   -  CLINTON NE (2018)
 FK0227
 FK0227                         *CURRENT SURVEY CONTROL
 FK0227  ______________________________________________________________________
 FK0227* NAD 83(1986) POSITION- 35 42 23.     (N) 098 48 37.     (W)   SCALED
 FK0227* NAVD 88 ORTHO HEIGHT -   522.761 (meters)     1715.09  (feet) ADJUSTED
 FK0227  ______________________________________________________________________
 FK0227  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 FK0227  DYNAMIC HEIGHT  -        522.249 (meters)     1713.41  (feet) COMP
 FK0227  MODELED GRAVITY -    979,637.5   (mgal)                       NAVD 88
 FK0227
 FK0227  VERT ORDER      -  SECOND    CLASS 0
 FK0227
 FK0227.The horizontal coordinates were scaled from a map and have
 FK0227.an estimated accuracy of +/- 6 seconds.
 FK0227
 FK0227.The orthometric height was determined by differential leveling and
 FK0227.adjusted by the NATIONAL GEODETIC SURVEY
 FK0227.in June 1991.
 FK0227
 FK0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0227.GEOID18 height accuracy estimate available here.
 FK0227
 FK0227.Click photographs - Photos may exist for this station.
 FK0227
 FK0227.The dynamic height is computed by dividing the NAVD 88
 FK0227.geopotential number by the normal gravity value computed on the
 FK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0227.degrees latitude (g = 980.6199 gals.).
 FK0227
 FK0227.The modeled gravity was interpolated from observed gravity values.
 FK0227
 FK0227;                    North         East    Units  Estimated Accuracy
 FK0227;SPC OK N     -    78,680.      526,680.      MT  (+/- 180 meters Scaled)
 FK0227
 FK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE171514(NAD 83)
 FK0227
 FK0227                          SUPERSEDED SURVEY CONTROL
 FK0227
 FK0227  NGVD 29 (??/??/92)  522.550  (m)         1714.40   (f) ADJ UNCH    2 0
 FK0227
 FK0227.Superseded values are not recommended for survey control.
 FK0227
 FK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0227.See file dsdata.pdf to determine how the superseded data were derived.
 FK0227
 FK0227_MARKER: DB = BENCH MARK DISK
 FK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0227_STAMPING: C 113 1935
 FK0227_MARK LOGO: CGS
 FK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0227+STABILITY: SURFACE MOTION
 FK0227
 FK0227  HISTORY     - Date     Condition        Report By
 FK0227  HISTORY     - 1935     MONUMENTED       CGS
 FK0227  HISTORY     - 1956     MARK NOT FOUND   CGS
 FK0227
 FK0227                          STATION DESCRIPTION
 FK0227
 FK0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0227'5.1 MI NE FROM CUSTER.
 FK0227'5.1 MILES NORTHEAST OF ST. LOUIS AND SAN FRANCISCO RR. STATION AT
 FK0227'CUSTER 0.12 MILE WEST OF SECTION LINE ROAD CROSSING TRACK, 350
 FK0227'FEET SOUTHWEST OF MILEPOST 383, 33 FEET SOUTH OF NEAREST RAIL OF
 FK0227'ATCHISON TOPEKA AND SANTA FE TRACK.
 FK0227
 FK0227                          STATION RECOVERY (1956)
 FK0227
 FK0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FK0227'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0131 ***********************************************************************
 GJ0131  DESIGNATION -  C 114
 GJ0131  PID         -  GJ0131
 GJ0131  STATE/COUNTY-  OK/MAJOR
 GJ0131  COUNTRY     -  US
 GJ0131  USGS QUAD   -  TOGO (2018)
 GJ0131
 GJ0131                         *CURRENT SURVEY CONTROL
 GJ0131  ______________________________________________________________________
 GJ0131* NAD 83(1986) POSITION- 36 27 45.79   (N) 098 51 11.42   (W)   HD_HELD1
 GJ0131* NAVD 88 ORTHO HEIGHT -   428.520 (meters)     1405.90  (feet) ADJUSTED
 GJ0131  ______________________________________________________________________
 GJ0131  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GJ0131  DYNAMIC HEIGHT  -        428.127 (meters)     1404.61  (feet) COMP
 GJ0131  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 GJ0131
 GJ0131  VERT ORDER      -  SECOND    CLASS 0
 GJ0131
 GJ0131.The horizontal coordinates were determined by differentially corrected
 GJ0131.hand held GPS observations or other comparable positioning techniques
 GJ0131.and have an estimated accuracy of +/- 3 meters.
 GJ0131
 GJ0131.The orthometric height was determined by differential leveling and
 GJ0131.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0131.in June 1991.
 GJ0131
 GJ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0131.GEOID18 height accuracy estimate available here.
 GJ0131
 GJ0131.Click photographs - Photos may exist for this station.
 GJ0131
 GJ0131.The dynamic height is computed by dividing the NAVD 88
 GJ0131.geopotential number by the normal gravity value computed on the
 GJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0131.degrees latitude (g = 980.6199 gals.).
 GJ0131
 GJ0131.The modeled gravity was interpolated from observed gravity values.
 GJ0131
 GJ0131;                    North         East    Units  Estimated Accuracy
 GJ0131;SPC OK N     -   162,630.8     523,530.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0131
 GJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1315535282(NAD 83)
 GJ0131
 GJ0131                          SUPERSEDED SURVEY CONTROL
 GJ0131
 GJ0131  NGVD 29 (??/??/92)  428.328  (m)         1405.27   (f) ADJ UNCH    2 0
 GJ0131
 GJ0131.Superseded values are not recommended for survey control.
 GJ0131
 GJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0131.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0131
 GJ0131_MARKER: DB = BENCH MARK DISK
 GJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0131_STAMPING: C 114 1935
 GJ0131_MARK LOGO: CGS
 GJ0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0131+STABILITY: SURFACE MOTION
 GJ0131
 GJ0131  HISTORY     - Date     Condition        Report By
 GJ0131  HISTORY     - 1935     MONUMENTED       CGS
 GJ0131  HISTORY     - 19920422 GOOD             USGS
 GJ0131
 GJ0131                          STATION DESCRIPTION
 GJ0131
 GJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0131'9.4 MI SE FROM BELVA.
 GJ0131'9.4 MILES SOUTHEAST OF SANTA FE STATION AT BELVA, 38 FEET SOUTH
 GJ0131'OF CENTER LINE OF STATE HIGHWAY 15, 30 FEET WEST OF CENTER
 GJ0131'LINE OF SECTION LINE ROAD.
 GJ0131
 GJ0131                          STATION RECOVERY (1992)
 GJ0131
 GJ0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (DB)
 GJ0131'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0417 ***********************************************************************
 GG0417  DESIGNATION -  C 118
 GG0417  PID         -  GG0417
 GG0417  STATE/COUNTY-  OK/TULSA
 GG0417  COUNTRY     -  US
 GG0417  USGS QUAD   -  TULSA (2019)
 GG0417
 GG0417                         *CURRENT SURVEY CONTROL
 GG0417  ______________________________________________________________________
 GG0417* NAD 83(1986) POSITION- 36 10 48.     (N) 095 55 18.     (W)   SCALED
 GG0417* NAVD 88 ORTHO HEIGHT -   200.347 (meters)      657.31  (feet) ADJUSTED
 GG0417  ______________________________________________________________________
 GG0417  GEOID HEIGHT    -        -28.988 (meters)                     GEOID18
 GG0417  DYNAMIC HEIGHT  -        200.172 (meters)      656.73  (feet) COMP
 GG0417  MODELED GRAVITY -    979,754.5   (mgal)                       NAVD 88
 GG0417
 GG0417  VERT ORDER      -  SECOND    CLASS 0
 GG0417
 GG0417.The horizontal coordinates were scaled from a map and have
 GG0417.an estimated accuracy of +/- 6 seconds.
 GG0417
 GG0417.The orthometric height was determined by differential leveling and
 GG0417.adjusted by the NATIONAL GEODETIC SURVEY
 GG0417.in June 1991.
 GG0417
 GG0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0417.GEOID18 height accuracy estimate available here.
 GG0417
 GG0417.Click photographs - Photos may exist for this station.
 GG0417
 GG0417.The dynamic height is computed by dividing the NAVD 88
 GG0417.geopotential number by the normal gravity value computed on the
 GG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0417.degrees latitude (g = 980.6199 gals.).
 GG0417
 GG0417.The modeled gravity was interpolated from observed gravity values.
 GG0417
 GG0417;                    North         East    Units  Estimated Accuracy
 GG0417;SPC OK N     -   132,930.      786,940.      MT  (+/- 180 meters Scaled)
 GG0417
 GG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA372078(NAD 83)
 GG0417
 GG0417                          SUPERSEDED SURVEY CONTROL
 GG0417
 GG0417  NGVD 29 (??/??/92)  200.227  (m)          656.91   (f) ADJ UNCH    2 0
 GG0417
 GG0417.Superseded values are not recommended for survey control.
 GG0417
 GG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0417.See file dsdata.pdf to determine how the superseded data were derived.
 GG0417
 GG0417_MARKER: DB = BENCH MARK DISK
 GG0417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0417_SP_SET: CULVERT HEADWALL
 GG0417_STAMPING: C 118 1959
 GG0417_MARK LOGO: CGS
 GG0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0417+STABILITY: SURFACE MOTION
 GG0417
 GG0417  HISTORY     - Date     Condition        Report By
 GG0417  HISTORY     - 1959     MONUMENTED       CGS
 GG0417  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GG0417  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0417
 GG0417                          STATION DESCRIPTION
 GG0417
 GG0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0417'IN TULSA.
 GG0417'ABOUT 4.1 MILES NORTHEAST ALONG THE ST. LOUIS - SAN FRANCISCO
 GG0417'RAILWAY FROM THE UNION STATION AT TULSA, AT THE INTERSECTION
 GG0417'OF THE RAILROAD WITH YALE AVENUE, IN THE HEADWALL OF A CULVERT
 GG0417'WHICH DRAINS YALE AVENUE, 39.1 FEET SOUTH OF THE SOUTH RAIL
 GG0417'OF THE MAIN TRACK, 34.2 FEET EAST OF THE CENTERLINE OF YALE
 GG0417'AVENUE, 9 1/2 FEET NORTHEAST OF A POWER-LINE POLE, IN THE NORTH
 GG0417'END OF THE CONCRETE HEADWALL.  A STANDARD DISK STAMPED C 118
 GG0417'1959 SET IN A DRILL HOLE IN THE CONCRETE.
 GG0417
 GG0417                          STATION RECOVERY (1985)
 GG0417
 GG0417'RECOVERY NOTE BY US POWER SQUADRON 1985
 GG0417'MARK NOT FOUND.
 GG0417
 GG0417                          STATION RECOVERY (1989)
 GG0417
 GG0417'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSF)
 GG0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0581 ***********************************************************************
 DM0581  DESIGNATION -  C 12
 DM0581  PID         -  DM0581
 DM0581  STATE/COUNTY-  OK/CHOCTAW
 DM0581  COUNTRY     -  US
 DM0581  USGS QUAD   -  GRANT (2018)
 DM0581
 DM0581                         *CURRENT SURVEY CONTROL
 DM0581  ______________________________________________________________________
 DM0581* NAD 83(1986) POSITION- 33 55 28.82   (N) 095 30 17.64   (W)   HD_HELD1
 DM0581* NAVD 88 ORTHO HEIGHT -   133.113 (meters)      436.72  (feet) ADJUSTED
 DM0581  ______________________________________________________________________
 DM0581  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 DM0581  DYNAMIC HEIGHT  -        132.972 (meters)      436.26  (feet) COMP
 DM0581  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 DM0581
 DM0581  VERT ORDER      -  SECOND    CLASS 0
 DM0581
 DM0581.The horizontal coordinates were determined by differentially corrected
 DM0581.hand held GPS observations or other comparable positioning techniques
 DM0581.and have an estimated accuracy of +/- 3 meters.
 DM0581
 DM0581.The orthometric height was determined by differential leveling and
 DM0581.adjusted by the NATIONAL GEODETIC SURVEY
 DM0581.in June 1991.
 DM0581
 DM0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0581.GEOID18 height accuracy estimate available here.
 DM0581
 DM0581.Click photographs - Photos may exist for this station.
 DM0581
 DM0581.The dynamic height is computed by dividing the NAVD 88
 DM0581.geopotential number by the normal gravity value computed on the
 DM0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0581.degrees latitude (g = 980.6199 gals.).
 DM0581
 DM0581.The modeled gravity was interpolated from observed gravity values.
 DM0581
 DM0581;                    North         East    Units  Estimated Accuracy
 DM0581;SPC OK S     -    68,445.2     830,689.5     MT  (+/- 3 meters HH1 GPS) 
 DM0581
 DM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6844556629(NAD 83)
 DM0581
 DM0581                          SUPERSEDED SURVEY CONTROL
 DM0581
 DM0581  NGVD 29 (??/??/92)  133.062  (m)          436.55   (f) ADJ UNCH    2 0
 DM0581
 DM0581.Superseded values are not recommended for survey control.
 DM0581
 DM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0581.See file dsdata.pdf to determine how the superseded data were derived.
 DM0581
 DM0581_MARKER: DB = BENCH MARK DISK
 DM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0581_STAMPING: C 12 1933
 DM0581_MARK LOGO: CGS
 DM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0581+STABILITY: SURFACE MOTION
 DM0581
 DM0581  HISTORY     - Date     Condition        Report By
 DM0581  HISTORY     - 1933     MONUMENTED       CGS
 DM0581
 DM0581                          STATION DESCRIPTION
 DM0581
 DM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0581'6.3 MI S FROM HUGO.
 DM0581'6.3 MILES SOUTH OF, ALONG ST.L.-S.F.RY.  CONCRETE POST, 3.4 MILES
 DM0581'NORTH OF RED RIVER AND STATE LINE, 1.5 MILES NORTH OF ORD SIDING, 1.3
 DM0581'MILES SOUTH OF GRANT, MILEPOST 565 PLUS 5 1/2 POLE INTERVALS, 62 FEET
 DM0581'NORTHEAST OF ROAD CROSSING, 56 FEET EAST OF RAILROAD CENTER-LINE, 40
 DM0581'FEET WEST OF HIGHWAY 271 CENTER-LINE, 20 FEET WEST OF SOUTHEAST RIGHT
 DM0581'OF WAY FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0149 ***********************************************************************
 EM0149  DESIGNATION -  C 123
 EM0149  PID         -  EM0149
 EM0149  STATE/COUNTY-  OK/COMANCHE
 EM0149  COUNTRY     -  US
 EM0149  USGS QUAD   -  POST OAK CREEK (2018)
 EM0149
 EM0149                         *CURRENT SURVEY CONTROL
 EM0149  ______________________________________________________________________
 EM0149* NAD 83(1986) POSITION- 34 37 25.33   (N) 098 39 08.74   (W)   HD_HELD1
 EM0149* NAVD 88 ORTHO HEIGHT -   382.088 (meters)     1253.57  (feet) ADJUSTED
 EM0149  ______________________________________________________________________
 EM0149  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 EM0149  DYNAMIC HEIGHT  -        381.704 (meters)     1252.31  (feet) COMP
 EM0149  MODELED GRAVITY -    979,617.6   (mgal)                       NAVD 88
 EM0149
 EM0149  VERT ORDER      -  SECOND    CLASS 0
 EM0149
 EM0149.The horizontal coordinates were determined by differentially corrected
 EM0149.hand held GPS observations or other comparable positioning techniques
 EM0149.and have an estimated accuracy of +/- 3 meters.
 EM0149
 EM0149.The orthometric height was determined by differential leveling and
 EM0149.adjusted by the NATIONAL GEODETIC SURVEY
 EM0149.in June 1991.
 EM0149
 EM0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0149.GEOID18 height accuracy estimate available here.
 EM0149
 EM0149.Click photographs - Photos may exist for this station.
 EM0149
 EM0149.The dynamic height is computed by dividing the NAVD 88
 EM0149.geopotential number by the normal gravity value computed on the
 EM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0149.degrees latitude (g = 980.6199 gals.).
 EM0149
 EM0149.The modeled gravity was interpolated from observed gravity values.
 EM0149
 EM0149;                    North         East    Units  Estimated Accuracy
 EM0149;SPC OK S     -   143,325.5     540,173.9     MT  (+/- 3 meters HH1 GPS) 
 EM0149
 EM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3186131369(NAD 83)
 EM0149
 EM0149                          SUPERSEDED SURVEY CONTROL
 EM0149
 EM0149  NGVD 29 (??/??/92)  381.965  (m)         1253.16   (f) ADJ UNCH    2 0
 EM0149
 EM0149.Superseded values are not recommended for survey control.
 EM0149
 EM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0149.See file dsdata.pdf to determine how the superseded data were derived.
 EM0149
 EM0149_MARKER: DB = BENCH MARK DISK
 EM0149_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EM0149_SP_SET: CULVERT WINGWALL
 EM0149_STAMPING: C 123 1961
 EM0149_MARK LOGO: CGS
 EM0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0149+STABILITY: SURFACE MOTION
 EM0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0149+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 EM0149
 EM0149  HISTORY     - Date     Condition        Report By
 EM0149  HISTORY     - 1961     MONUMENTED       CGS
 EM0149  HISTORY     - 20000120 GOOD             LOCSUR
 EM0149  HISTORY     - 20090723 GOOD             INDIV
 EM0149  HISTORY     - 20110908 GOOD             MARDET
 EM0149
 EM0149                          STATION DESCRIPTION
 EM0149
 EM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0149'1.2 MI SW FROM CACHE.
 EM0149'1.2 MILES WEST ON U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0149'AND STATE HIGHWAY 49 IN CACHE, 30 FEET NORTH OF THE CENTER OF THE
 EM0149'HIGHWAY, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST WING OF A CONCRETE
 EM0149'CULVERT AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 EM0149
 EM0149                          STATION RECOVERY (2000)
 EM0149
 EM0149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0149'RECOVERED AS DESCRIBED.
 EM0149
 EM0149                          STATION RECOVERY (2009)
 EM0149
 EM0149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0149'RECOVERED IN GOOD CONDITION.
 EM0149
 EM0149                          STATION RECOVERY (2011)
 EM0149
 EM0149'RECOVERY NOTE BY FT SILL MARINE DETACHMENT 2011 (WLD)
 EM0149'THE STATION IS LOCATED WEST OF THE TOWN OF CACHE OK.  FROM THE
 EM0149'INTERSECTION OF 8TH STREET AND CACHE ROAD IN CACHE, PROCEED WEST ON
 EM0149'CACHE ROAD FOR 1.0 MILES TO THE STATION ON THE RIGHT/NORTH SIDE OF THE
 EM0149'ROAD.
 EM0149'
 EM0149'THE STATION IS SET IN THE TOP OF THE SOUTH BREAKWALL OF THE WEST
 EM0149'CONCRETE CULVERT OVER THE DRIVEWAY TO THE HOME AT 18808 NW CACHE ROAD.
 EM0149'THE STATION IS 6.4 METERS NORTH OF THE CENTERLINE OF CACHE ROAD AND
 EM0149'SEVERAL INCHES BELOW THE LEVEL OF THE ROAD.  THE CULVERT IS ABOUT A
 EM0149'FOOT HIGHER THAN THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0032 ***********************************************************************
 EM0032  DESIGNATION -  C 125
 EM0032  PID         -  EM0032
 EM0032  STATE/COUNTY-  OK/COMANCHE
 EM0032  COUNTRY     -  US
 EM0032  USGS QUAD   -  LAWTON (2018)
 EM0032
 EM0032                         *CURRENT SURVEY CONTROL
 EM0032  ______________________________________________________________________
 EM0032* NAD 83(1986) POSITION- 34 34 27.     (N) 098 24 43.     (W)   SCALED
 EM0032* NAVD 88 ORTHO HEIGHT -   335.861 (meters)     1101.90  (feet) ADJUSTED
 EM0032  ______________________________________________________________________
 EM0032  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 EM0032  DYNAMIC HEIGHT  -        335.526 (meters)     1100.80  (feet) COMP
 EM0032  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 EM0032
 EM0032  VERT ORDER      -  SECOND    CLASS 0
 EM0032
 EM0032.This mark is at Lawton Airport (LAW)
 EM0032
 EM0032.The horizontal coordinates were scaled from a map and have
 EM0032.an estimated accuracy of +/- 6 seconds.
 EM0032
 EM0032.The orthometric height was determined by differential leveling and
 EM0032.adjusted by the NATIONAL GEODETIC SURVEY
 EM0032.in June 1991.
 EM0032
 EM0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0032.GEOID18 height accuracy estimate available here.
 EM0032
 EM0032.Click photographs - Photos may exist for this station.
 EM0032
 EM0032.The dynamic height is computed by dividing the NAVD 88
 EM0032.geopotential number by the normal gravity value computed on the
 EM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0032.degrees latitude (g = 980.6199 gals.).
 EM0032
 EM0032.The modeled gravity was interpolated from observed gravity values.
 EM0032
 EM0032;                    North         East    Units  Estimated Accuracy
 EM0032;SPC OK S     -   137,710.      562,200.      MT  (+/- 180 meters Scaled)
 EM0032
 EM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND539259(NAD 83)
 EM0032
 EM0032                          SUPERSEDED SURVEY CONTROL
 EM0032
 EM0032  NGVD 29 (??/??/92)  335.763  (m)         1101.58   (f) ADJ UNCH    2 0
 EM0032
 EM0032.Superseded values are not recommended for survey control.
 EM0032
 EM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0032.See file dsdata.pdf to determine how the superseded data were derived.
 EM0032
 EM0032_MARKER: DB = BENCH MARK DISK
 EM0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0032_SP_SET: BUILDING
 EM0032_STAMPING: C 125 1963
 EM0032_MARK LOGO: CGS
 EM0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0032
 EM0032  HISTORY     - Date     Condition        Report By
 EM0032  HISTORY     - 1963     MONUMENTED       CGS
 EM0032  HISTORY     - 1968     GOOD             CGS
 EM0032  HISTORY     - 1976     GOOD             NGS
 EM0032  HISTORY     - 20000210 GOOD             LOCSUR
 EM0032
 EM0032                          STATION DESCRIPTION
 EM0032
 EM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0032'2.0 MI S FROM LAWTON.
 EM0032'ABOUT 2.0 MILES SOUTH OF LAWTON, AT THE LAWTON MUNICIPAL AIRPORT, IN
 EM0032'THE NORTHWEST FACE OF THE ADMINISTRATION BUILDING, AT THE CONTINENTAL
 EM0032'AIRLINES BAGGAGE ENTRANCE, 16 FEET SOUTHWEST OF THE NORTHWEST CORNER
 EM0032'OF A BRICK BUILDING WING, AND SET VERTICALLY ABOUT 3 FEET ABOVE THE
 EM0032'SIDEWALK.
 EM0032
 EM0032                          STATION RECOVERY (1968)
 EM0032
 EM0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EM0032'RECOVERED IN GOOD CONDITION.
 EM0032
 EM0032                          STATION RECOVERY (1976)
 EM0032
 EM0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EM0032'RECOVERED IN GOOD CONDITION.
 EM0032
 EM0032                          STATION RECOVERY (2000)
 EM0032
 EM0032'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0032'RECOVERED IN GOOD CONDITION.  NOTE--NOT SUITABLE FOR GPS OCCUPATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0529 ***********************************************************************
 GH0529  DESIGNATION -  C 13
 GH0529  PID         -  GH0529
 GH0529  STATE/COUNTY-  OK/GRANT
 GH0529  COUNTRY     -  US
 GH0529  USGS QUAD   -  MEDFORD (2018)
 GH0529
 GH0529                         *CURRENT SURVEY CONTROL
 GH0529  ______________________________________________________________________
 GH0529* NAD 83(1986) POSITION- 36 51 37.     (N) 097 41 39.     (W)   SCALED
 GH0529* NAVD 88 ORTHO HEIGHT -   355.463 (meters)     1166.21  (feet) ADJUSTED
 GH0529  ______________________________________________________________________
 GH0529  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GH0529  DYNAMIC HEIGHT  -        355.167 (meters)     1165.24  (feet) COMP
 GH0529  MODELED GRAVITY -    979,787.5   (mgal)                       NAVD 88
 GH0529
 GH0529  VERT ORDER      -  FIRST     CLASS II
 GH0529
 GH0529.The horizontal coordinates were scaled from a map and have
 GH0529.an estimated accuracy of +/- 6 seconds.
 GH0529
 GH0529.The orthometric height was determined by differential leveling and
 GH0529.adjusted by the NATIONAL GEODETIC SURVEY
 GH0529.in June 1991.
 GH0529
 GH0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0529.GEOID18 height accuracy estimate available here.
 GH0529
 GH0529.Click photographs - Photos may exist for this station.
 GH0529
 GH0529.The dynamic height is computed by dividing the NAVD 88
 GH0529.geopotential number by the normal gravity value computed on the
 GH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0529.degrees latitude (g = 980.6199 gals.).
 GH0529
 GH0529.The modeled gravity was interpolated from observed gravity values.
 GH0529
 GH0529;                    North         East    Units  Estimated Accuracy
 GH0529;SPC OK N     -   206,460.      627,270.      MT  (+/- 180 meters Scaled)
 GH0529
 GH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF164801(NAD 83)
 GH0529
 GH0529                          SUPERSEDED SURVEY CONTROL
 GH0529
 GH0529  NGVD 29 (??/??/92)  355.365  (m)         1165.89   (f) ADJ UNCH    1 2
 GH0529
 GH0529.Superseded values are not recommended for survey control.
 GH0529
 GH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0529.See file dsdata.pdf to determine how the superseded data were derived.
 GH0529
 GH0529_MARKER: DB = BENCH MARK DISK
 GH0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0529_STAMPING: C 13 1933
 GH0529_MARK LOGO: CGS
 GH0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0529+STABILITY: SURFACE MOTION
 GH0529
 GH0529  HISTORY     - Date     Condition        Report By
 GH0529  HISTORY     - 1933     MONUMENTED       CGS
 GH0529  HISTORY     - 1985     GOOD             NGS
 GH0529
 GH0529                          STATION DESCRIPTION
 GH0529
 GH0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0529'4 MI N FROM MEDFORD.
 GH0529'4.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0529'RAILROAD FROM MEDFORD, GRANT COUNTY, 1/2 MILE NORTH OF DISTRICT
 GH0529'44 SCHOOLHOUSE, 4 YARDS SOUTH OF POLE 307+21, 13 YARDS WEST OF
 GH0529'THE CENTER LINE OF A CROSS ROAD, 12 YARDS NORTHWEST OF THE
 GH0529'CENTER LINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 GH0529'A STANDARD DISK, STAMPED C 13 1933 AND SET IN THE TOP OF A
 GH0529'CONCRETE POST.
 GH0529
 GH0529                          STATION RECOVERY (1985)
 GH0529
 GH0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0291 ***********************************************************************
 GH0291  DESIGNATION -  C 130
 GH0291  PID         -  GH0291
 GH0291  STATE/COUNTY-  OK/KAY
 GH0291  COUNTRY     -  US
 GH0291  USGS QUAD   -  KILDARE (2018)
 GH0291
 GH0291                         *CURRENT SURVEY CONTROL
 GH0291  ______________________________________________________________________
 GH0291* NAD 83(1986) POSITION- 36 49 30.90   (N) 097 02 39.69   (W)   HD_HELD1
 GH0291* NAVD 88 ORTHO HEIGHT -   338.640 (meters)     1111.02  (feet) ADJUSTED
 GH0291  ______________________________________________________________________
 GH0291  GEOID HEIGHT    -        -28.980 (meters)                     GEOID18
 GH0291  DYNAMIC HEIGHT  -        338.349 (meters)     1110.07  (feet) COMP
 GH0291  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 GH0291
 GH0291  VERT ORDER      -  SECOND    CLASS 0
 GH0291
 GH0291.The horizontal coordinates were determined by differentially corrected
 GH0291.hand held GPS observations or other comparable positioning techniques
 GH0291.and have an estimated accuracy of +/- 3 meters.
 GH0291
 GH0291.The orthometric height was determined by differential leveling and
 GH0291.adjusted by the NATIONAL GEODETIC SURVEY
 GH0291.in June 1991.
 GH0291
 GH0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0291.GEOID18 height accuracy estimate available here.
 GH0291
 GH0291.Click photographs - Photos may exist for this station.
 GH0291
 GH0291.The dynamic height is computed by dividing the NAVD 88
 GH0291.geopotential number by the normal gravity value computed on the
 GH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0291.degrees latitude (g = 980.6199 gals.).
 GH0291
 GH0291.The modeled gravity was interpolated from observed gravity values.
 GH0291
 GH0291;                    North         East    Units  Estimated Accuracy
 GH0291;SPC OK N     -   202,944.1     685,257.1     MT  (+/- 3 meters HH1 GPS) 
 GH0291
 GH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7441277271(NAD 83)
 GH0291
 GH0291                          SUPERSEDED SURVEY CONTROL
 GH0291
 GH0291  NGVD 29 (??/??/92)  338.507  (m)         1110.59   (f) ADJ UNCH    2 0
 GH0291
 GH0291.Superseded values are not recommended for survey control.
 GH0291
 GH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0291.See file dsdata.pdf to determine how the superseded data were derived.
 GH0291
 GH0291_MARKER: DB = BENCH MARK DISK
 GH0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0291_STAMPING: C 130 1934
 GH0291_MARK LOGO: CGS
 GH0291_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0291+STABILITY: SURFACE MOTION
 GH0291
 GH0291  HISTORY     - Date     Condition        Report By
 GH0291  HISTORY     - 1934     MONUMENTED       CGS
 GH0291  HISTORY     - 1953     GOOD             CGS
 GH0291
 GH0291                          STATION DESCRIPTION
 GH0291
 GH0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0291'1 MI N FROM KILDARE.
 GH0291'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0291'FROM THE STATION SIGN AT KILDARE, AT A ROAD CROSSING, 4 RAILS
 GH0291'SOUTH OF CULVERT 279 C, 43 FEET EAST OF THE EAST RAIL, 33 FEET
 GH0291'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 6 FEET EAST
 GH0291'OF THE 2ND POLE NORTH OF MILEPOST 280, 4 FEET WEST OF A FENCE,
 GH0291'1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0291'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0470 ***********************************************************************
 GH0470  DESIGNATION -  C 131
 GH0470  PID         -  GH0470
 GH0470  STATE/COUNTY-  OK/GRANT
 GH0470  COUNTRY     -  US
 GH0470  USGS QUAD   -  MEDFORD (2018)
 GH0470
 GH0470                         *CURRENT SURVEY CONTROL
 GH0470  ______________________________________________________________________
 GH0470* NAD 83(1986) POSITION- 36 48 12.     (N) 097 38 24.     (W)   SCALED
 GH0470* NAVD 88 ORTHO HEIGHT -   330.426 (meters)     1084.07  (feet) ADJUSTED
 GH0470  ______________________________________________________________________
 GH0470  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GH0470  DYNAMIC HEIGHT  -        330.149 (meters)     1083.16  (feet) COMP
 GH0470  MODELED GRAVITY -    979,783.6   (mgal)                       NAVD 88
 GH0470
 GH0470  VERT ORDER      -  SECOND    CLASS 0
 GH0470
 GH0470.The horizontal coordinates were scaled from a map and have
 GH0470.an estimated accuracy of +/- 6 seconds.
 GH0470
 GH0470.The orthometric height was determined by differential leveling and
 GH0470.adjusted by the NATIONAL GEODETIC SURVEY
 GH0470.in June 1991.
 GH0470
 GH0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0470.GEOID18 height accuracy estimate available here.
 GH0470
 GH0470.Click photographs - Photos may exist for this station.
 GH0470
 GH0470.The dynamic height is computed by dividing the NAVD 88
 GH0470.geopotential number by the normal gravity value computed on the
 GH0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0470.degrees latitude (g = 980.6199 gals.).
 GH0470
 GH0470.The modeled gravity was interpolated from observed gravity values.
 GH0470
 GH0470;                    North         East    Units  Estimated Accuracy
 GH0470;SPC OK N     -   200,150.      632,130.      MT  (+/- 180 meters Scaled)
 GH0470
 GH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF213739(NAD 83)
 GH0470
 GH0470                          SUPERSEDED SURVEY CONTROL
 GH0470
 GH0470  NGVD 29 (??/??/92)  330.336  (m)         1083.78   (f) ADJ UNCH    2 0
 GH0470
 GH0470.Superseded values are not recommended for survey control.
 GH0470
 GH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0470.See file dsdata.pdf to determine how the superseded data were derived.
 GH0470
 GH0470_MARKER: DB = BENCH MARK DISK
 GH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0470_STAMPING: C 131 1934
 GH0470_MARK LOGO: CGS
 GH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0470+STABILITY: SURFACE MOTION
 GH0470
 GH0470  HISTORY     - Date     Condition        Report By
 GH0470  HISTORY     - 1934     MONUMENTED       CGS
 GH0470
 GH0470                          STATION DESCRIPTION
 GH0470
 GH0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0470'2 MI W FROM NUMA.
 GH0470'ABOUT 4.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0470'RAILWAY FROM THE INTERSECTION OF THE CHICAGO, ROCK ISLAND AND
 GH0470'PACIFIC RAILWAY AT MEDFORD, GRANT COUNTY, ABOUT 2.0 MILES WEST
 GH0470'OF THE STATION AT NUMA, ABOUT 0.4 MILE EAST OF MILEPOST 107,
 GH0470'115 FEET EAST OF THE EAST END OF WOODEN TRESTLE 107 B, AT A
 GH0470'DIRT-ROAD CROSSING, 115 FEET WEST OF THE CENTER LINE OF THE
 GH0470'ROAD, AND 43 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 GH0470'STANDARD DISK, STAMPED C 131 1934 AND SET IN THE TOP OF A
 GH0470'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0199 ***********************************************************************
 GH0199  DESIGNATION -  C 132
 GH0199  PID         -  GH0199
 GH0199  STATE/COUNTY-  OK/KAY
 GH0199  COUNTRY     -  US
 GH0199  USGS QUAD   -  HARDY (2018)
 GH0199
 GH0199                         *CURRENT SURVEY CONTROL
 GH0199  ______________________________________________________________________
 GH0199* NAD 83(1986) POSITION- 36 57 45.     (N) 096 46 04.     (W)   SCALED
 GH0199* NAVD 88 ORTHO HEIGHT -   378.465 (meters)     1241.68  (feet) ADJUSTED
 GH0199  ______________________________________________________________________
 GH0199  GEOID HEIGHT    -        -29.115 (meters)                     GEOID18
 GH0199  DYNAMIC HEIGHT  -        378.146 (meters)     1240.63  (feet) COMP
 GH0199  MODELED GRAVITY -    979,776.6   (mgal)                       NAVD 88
 GH0199
 GH0199  VERT ORDER      -  SECOND    CLASS 0
 GH0199
 GH0199.The horizontal coordinates were scaled from a map and have
 GH0199.an estimated accuracy of +/- 6 seconds.
 GH0199
 GH0199.The orthometric height was determined by differential leveling and
 GH0199.adjusted by the NATIONAL GEODETIC SURVEY
 GH0199.in June 1991.
 GH0199
 GH0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0199.GEOID18 height accuracy estimate available here.
 GH0199
 GH0199.Click photographs - Photos may exist for this station.
 GH0199
 GH0199.The dynamic height is computed by dividing the NAVD 88
 GH0199.geopotential number by the normal gravity value computed on the
 GH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0199.degrees latitude (g = 980.6199 gals.).
 GH0199
 GH0199.The modeled gravity was interpolated from observed gravity values.
 GH0199
 GH0199;                    North         East    Units  Estimated Accuracy
 GH0199;SPC OK N     -   218,450.      709,740.      MT  (+/- 180 meters Scaled)
 GH0199
 GH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF987930(NAD 83)
 GH0199
 GH0199                          SUPERSEDED SURVEY CONTROL
 GH0199
 GH0199  NGVD 29 (??/??/92)  378.331  (m)         1241.24   (f) ADJ UNCH    2 0
 GH0199
 GH0199.Superseded values are not recommended for survey control.
 GH0199
 GH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0199.See file dsdata.pdf to determine how the superseded data were derived.
 GH0199
 GH0199_MARKER: DB = BENCH MARK DISK
 GH0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0199_STAMPING: C 132 1934
 GH0199_MARK LOGO: CGS
 GH0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0199+STABILITY: SURFACE MOTION
 GH0199
 GH0199  HISTORY     - Date     Condition        Report By
 GH0199  HISTORY     - 1934     MONUMENTED       CGS
 GH0199
 GH0199                          STATION DESCRIPTION
 GH0199
 GH0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0199'2.1 MI SE FROM HARDY.
 GH0199'2.1 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0199'THE STATION AT HARDY, KAY COUNTY, 0.35 MILE WEST OF MILEPOST
 GH0199'242, 100 FEET EAST OF THE WEST END OF A CUT THROUGH A HILL, 36
 GH0199'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 6.3 FEET NORTH
 GH0199'OF THE INTERSECTION OF A FENCE WITH THE RIGHT-OF-WAY FENCE.
 GH0199'A STANDARD DISK, STAMPED C 132 1934 AND SET IN THE TOP OF A
 GH0199'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0014 ***********************************************************************
 GH0014  DESIGNATION -  C 133
 GH0014  PID         -  GH0014
 GH0014  STATE/COUNTY-  OK/OSAGE
 GH0014  COUNTRY     -  US
 GH0014  USGS QUAD   -  PAWHUSKA (2018)
 GH0014
 GH0014                         *CURRENT SURVEY CONTROL
 GH0014  ______________________________________________________________________
 GH0014* NAD 83(1986) POSITION- 36 39 08.     (N) 096 18 58.     (W)   SCALED
 GH0014* NAVD 88 ORTHO HEIGHT -   250.657 (meters)      822.36  (feet) ADJUSTED
 GH0014  ______________________________________________________________________
 GH0014  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 GH0014  DYNAMIC HEIGHT  -        250.453 (meters)      821.69  (feet) COMP
 GH0014  MODELED GRAVITY -    979,809.0   (mgal)                       NAVD 88
 GH0014
 GH0014  VERT ORDER      -  SECOND    CLASS 0
 GH0014
 GH0014.The horizontal coordinates were scaled from a map and have
 GH0014.an estimated accuracy of +/- 6 seconds.
 GH0014
 GH0014.The orthometric height was determined by differential leveling and
 GH0014.adjusted by the NATIONAL GEODETIC SURVEY
 GH0014.in June 1991.
 GH0014
 GH0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0014.GEOID18 height accuracy estimate available here.
 GH0014
 GH0014.Click photographs - Photos may exist for this station.
 GH0014
 GH0014.The dynamic height is computed by dividing the NAVD 88
 GH0014.geopotential number by the normal gravity value computed on the
 GH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0014.degrees latitude (g = 980.6199 gals.).
 GH0014
 GH0014.The modeled gravity was interpolated from observed gravity values.
 GH0014
 GH0014;                    North         East    Units  Estimated Accuracy
 GH0014;SPC OK N     -   184,630.      750,560.      MT  (+/- 180 meters Scaled)
 GH0014
 GH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF399596(NAD 83)
 GH0014
 GH0014                          SUPERSEDED SURVEY CONTROL
 GH0014
 GH0014  NGVD 29 (??/??/92)  250.545  (m)          822.00   (f) ADJ UNCH    2 0
 GH0014
 GH0014.Superseded values are not recommended for survey control.
 GH0014
 GH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0014.See file dsdata.pdf to determine how the superseded data were derived.
 GH0014
 GH0014_MARKER: DB = BENCH MARK DISK
 GH0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0014_SP_SET: UNDERPASS
 GH0014_STAMPING: 821.996 C 133 1934
 GH0014_MARK LOGO: CGS
 GH0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0014
 GH0014  HISTORY     - Date     Condition        Report By
 GH0014  HISTORY     - 1934     MONUMENTED       CGS
 GH0014  HISTORY     - 1941     GOOD
 GH0014
 GH0014                          STATION DESCRIPTION
 GH0014
 GH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0014'1.4 MI SE FROM PAWHUSKA.
 GH0014'1.4 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0014'STATION AT PAWHUSKA, OSAGE COUNTY, 0.2 MILE NORTHWEST OF MILEPOST
 GH0014'199, AT A DIRT-ROAD CONCRETE UNDERPASS, IN THE TOP OF THE NORTH
 GH0014'HEADWALL, AND 8.3 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK.
 GH0014'A STANDARD DISK, STAMPED 821.996 C 133 1934.
 GH0014
 GH0014                          STATION RECOVERY (1941)
 GH0014
 GH0014'RECOVERED 1941
 GH0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0496 ***********************************************************************
 GG0496  DESIGNATION -  C 135
 GG0496  PID         -  GG0496
 GG0496  STATE/COUNTY-  OK/WASHINGTON
 GG0496  COUNTRY     -  US
 GG0496  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0496
 GG0496                         *CURRENT SURVEY CONTROL
 GG0496  ______________________________________________________________________
 GG0496* NAD 83(2011) POSITION- 36 44 44.51424(N) 095 57 40.85331(W)   NO CHECK
 GG0496* NAD 83(2011) ELLIP HT-   178.237 (meters)        (12/11/12)   NO CHECK
 GG0496* NAD 83(2011) EPOCH   -  2010.00
 GG0496* NAVD 88 ORTHO HEIGHT -   207.423 (meters)      680.52  (feet) ADJUSTED
 GG0496  ______________________________________________________________________
 GG0496  GEOID HEIGHT    -        -29.165 (meters)                     GEOID18
 GG0496  NAD 83(2011) X  -   -531,446.245 (meters)                     COMP
 GG0496  NAD 83(2011) Y  - -5,089,397.629 (meters)                     COMP
 GG0496  NAD 83(2011) Z  -  3,794,923.735 (meters)                     COMP
 GG0496  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 GG0496  DYNAMIC HEIGHT  -        207.253 (meters)      679.96  (feet) COMP
 GG0496  MODELED GRAVITY -    979,807.5   (mgal)                       NAVD 88
 GG0496
 GG0496  VERT ORDER      -  SECOND    CLASS 0
 GG0496
 GG0496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0496  Standards:
 GG0496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0496  -------------------------------------------------------------------
 GG0496  NETWORK    0.93   1.61           0.44   0.28   0.82     -0.04655783
 GG0496  -------------------------------------------------------------------
 GG0496  Click here for local accuracies and other accuracy information.
 GG0496
 GG0496.The horizontal coordinates were established by GPS observations
 GG0496.and adjusted by the National Geodetic Survey in December 2012.
 GG0496
 GG0496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0496.been affixed to the stable North American tectonic plate. See 
 GG0496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0496
 GG0496.The horizontal coordinates are valid at the epoch date displayed above
 GG0496.which is a decimal equivalence of Year/Month/Day.
 GG0496
 GG0496.No horizontal observational check was made to the station.
 GG0496
 GG0496.The orthometric height was determined by differential leveling and
 GG0496.adjusted by the NATIONAL GEODETIC SURVEY
 GG0496.in June 1991.
 GG0496
 GG0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0496.GEOID18 height accuracy estimate available here.
 GG0496
 GG0496.Click photographs - Photos may exist for this station.
 GG0496
 GG0496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0496
 GG0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0496
 GG0496.The ellipsoidal height was determined by GPS observations
 GG0496.and is referenced to NAD 83.
 GG0496
 GG0496.The dynamic height is computed by dividing the NAVD 88
 GG0496.geopotential number by the normal gravity value computed on the
 GG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0496.degrees latitude (g = 980.6199 gals.).
 GG0496
 GG0496.The modeled gravity was interpolated from observed gravity values.
 GG0496
 GG0496. The following values were computed from the NAD 83(2011) position.
 GG0496
 GG0496;                    North         East     Units Scale Factor Converg.
 GG0496;SPC OK N     -   195,607.738   782,052.273   MT  0.99999624   +1 12 11.2
 GG0496;SPC OK N     -   641,756.39  2,565,783.17   sFT  0.99999624   +1 12 11.2
 GG0496;UTM  15      - 4,070,752.352   235,602.266   MT  1.00046132   -1 46 21.7
 GG0496;UTM  14      - 4,070,968.811   771,301.463   MT  1.00050689   +1 49 08.5
 GG0496
 GG0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0496!SPC OK N     -   0.99997203  x   0.99999624  =   0.99996827
 GG0496!UTM  15      -   0.99997203  x   1.00046132  =   1.00043334
 GG0496!UTM  14      -   0.99997203  x   1.00050689  =   1.00047890
 GG0496
 GG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3560270752(NAD 83)
 GG0496
 GG0496                          SUPERSEDED SURVEY CONTROL
 GG0496
 GG0496  NAVD 88             207.42   (m)          680.5    (f) LEVELING    3  
 GG0496  NGVD 29 (??/??/92)  207.306  (m)          680.14   (f) ADJ UNCH    2 0
 GG0496
 GG0496.Superseded values are not recommended for survey control.
 GG0496
 GG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0496.See file dsdata.pdf to determine how the superseded data were derived.
 GG0496
 GG0496_MARKER: DB = BENCH MARK DISK
 GG0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0496_SP_SET: BRIDGE
 GG0496_STAMPING: C 135 1934
 GG0496_MARK LOGO: CGS
 GG0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0496+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2012
 GG0496
 GG0496  HISTORY     - Date     Condition        Report By
 GG0496  HISTORY     - 1934     MONUMENTED       CGS
 GG0496  HISTORY     - 1988     GOOD             USPSQD
 GG0496  HISTORY     - 1989     GOOD             USPSQD
 GG0496  HISTORY     - 20020825 GOOD             INDIV
 GG0496  HISTORY     - 20050305 GOOD             USPSQD
 GG0496  HISTORY     - 20120224 GOOD             AIRDAT
 GG0496
 GG0496                          STATION DESCRIPTION
 GG0496
 GG0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0496'1.8 MI E FROM BARTLESVILLE.
 GG0496'1.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0496'AND SANTA FE RAILWAY STATION AT BARTLESVILLE, WASHINGTON COUNTY,
 GG0496'AT THE CONCRETE BRIDGE OVER CANEY RIVER, IN THE TOP OF THE
 GG0496'CONCRETE FOOTING OF THE BALUSTRADE AT THE EAST END, 15 FEET
 GG0496'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF THE EAST
 GG0496'END OF THE BRIDGE, AND 0.8 FOOT HIGHER THAN THE BRIDGE FLOOR.
 GG0496'A STANDARD DISK, STAMPED C 135 1934.
 GG0496
 GG0496                          STATION RECOVERY (1988)
 GG0496
 GG0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0496'RECOVERED IN GOOD CONDITION.
 GG0496
 GG0496                          STATION RECOVERY (1989)
 GG0496
 GG0496'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0496'RECOVERED IN GOOD CONDITION.
 GG0496
 GG0496                          STATION RECOVERY (2002)
 GG0496
 GG0496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0496'RECOVERED IN GOOD CONDITION.
 GG0496
 GG0496                          STATION RECOVERY (2005)
 GG0496
 GG0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GG0496'RECEOVERED AS DESCRIBED
 GG0496
 GG0496                          STATION RECOVERY (2012)
 GG0496
 GG0496'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2012 (JJH)
 GG0496'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0032 ***********************************************************************
 GH0032  DESIGNATION -  C 136
 GH0032  PID         -  GH0032
 GH0032  STATE/COUNTY-  OK/OSAGE
 GH0032  COUNTRY     -  US
 GH0032  USGS QUAD   -  WYNONA (2018)
 GH0032
 GH0032                         *CURRENT SURVEY CONTROL
 GH0032  ______________________________________________________________________
 GH0032* NAD 83(1986) POSITION- 36 34 18.     (N) 096 18 15.     (W)   SCALED
 GH0032* NAVD 88 ORTHO HEIGHT -   251.200 (meters)      824.15  (feet) ADJUSTED
 GH0032  ______________________________________________________________________
 GH0032  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 GH0032  DYNAMIC HEIGHT  -        250.993 (meters)      823.47  (feet) COMP
 GH0032  MODELED GRAVITY -    979,801.6   (mgal)                       NAVD 88
 GH0032
 GH0032  VERT ORDER      -  SECOND    CLASS 0
 GH0032
 GH0032.The horizontal coordinates were scaled from a map and have
 GH0032.an estimated accuracy of +/- 6 seconds.
 GH0032
 GH0032.The orthometric height was determined by differential leveling and
 GH0032.adjusted by the NATIONAL GEODETIC SURVEY
 GH0032.in June 1991.
 GH0032
 GH0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0032.GEOID18 height accuracy estimate available here.
 GH0032
 GH0032.Click photographs - Photos may exist for this station.
 GH0032
 GH0032.The dynamic height is computed by dividing the NAVD 88
 GH0032.geopotential number by the normal gravity value computed on the
 GH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0032.degrees latitude (g = 980.6199 gals.).
 GH0032
 GH0032.The modeled gravity was interpolated from observed gravity values.
 GH0032
 GH0032;                    North         East    Units  Estimated Accuracy
 GH0032;SPC OK N     -   175,710.      751,780.      MT  (+/- 180 meters Scaled)
 GH0032
 GH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF412507(NAD 83)
 GH0032
 GH0032                          SUPERSEDED SURVEY CONTROL
 GH0032
 GH0032  NGVD 29 (??/??/92)  251.087  (m)          823.77   (f) ADJ UNCH    2 0
 GH0032
 GH0032.Superseded values are not recommended for survey control.
 GH0032
 GH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0032.See file dsdata.pdf to determine how the superseded data were derived.
 GH0032
 GH0032_MARKER: DB = BENCH MARK DISK
 GH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0032_STAMPING: C 136 1934
 GH0032_MARK LOGO: CGS
 GH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0032+STABILITY: SURFACE MOTION
 GH0032
 GH0032  HISTORY     - Date     Condition        Report By
 GH0032  HISTORY     - 1934     MONUMENTED       CGS
 GH0032
 GH0032                          STATION DESCRIPTION
 GH0032
 GH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0032'2 MI SW FROM PERSHING.
 GH0032'2.0 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0032'THE STATION AT PERSHING, OSAGE COUNTY, 360 FEET SOUTHWEST OF
 GH0032'MILEPOST 223, ON THE SITE OF THE ABANDONED OSAGE TORPEDO CO.
 GH0032'SPUR, 53 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 20 FEET
 GH0032'NORTHWEST OF A POLE, AND 4.5 FEET NORTH OF THE INTERSECTION OF
 GH0032'A FENCE AND THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GH0032'C 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0012 ***********************************************************************
 FJ0012  DESIGNATION -  C 138
 FJ0012  PID         -  FJ0012
 FJ0012  STATE/COUNTY-  OK/CREEK
 FJ0012  COUNTRY     -  US
 FJ0012  USGS QUAD   -  KELLYVILLE (2018)
 FJ0012
 FJ0012                         *CURRENT SURVEY CONTROL
 FJ0012  ______________________________________________________________________
 FJ0012* NAD 83(1986) POSITION- 35 59 34.69   (N) 096 10 39.00   (W)   HD_HELD1
 FJ0012* NAVD 88 ORTHO HEIGHT -   225.191 (meters)      738.81  (feet) ADJUSTED
 FJ0012  ______________________________________________________________________
 FJ0012  GEOID HEIGHT    -        -28.618 (meters)                     GEOID18
 FJ0012  DYNAMIC HEIGHT  -        224.992 (meters)      738.16  (feet) COMP
 FJ0012  MODELED GRAVITY -    979,744.1   (mgal)                       NAVD 88
 FJ0012
 FJ0012  VERT ORDER      -  SECOND    CLASS 0
 FJ0012
 FJ0012.The horizontal coordinates were determined by differentially corrected
 FJ0012.hand held GPS observations or other comparable positioning techniques
 FJ0012.and have an estimated accuracy of +/- 3 meters.
 FJ0012
 FJ0012.The orthometric height was determined by differential leveling and
 FJ0012.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0012.in June 1991.
 FJ0012
 FJ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0012.GEOID18 height accuracy estimate available here.
 FJ0012
 FJ0012.Click photographs - Photos may exist for this station.
 FJ0012
 FJ0012.The dynamic height is computed by dividing the NAVD 88
 FJ0012.geopotential number by the normal gravity value computed on the
 FJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0012.degrees latitude (g = 980.6199 gals.).
 FJ0012
 FJ0012.The modeled gravity was interpolated from observed gravity values.
 FJ0012
 FJ0012;                    North         East    Units  Estimated Accuracy
 FJ0012;SPC OK N     -   111,714.8     764,320.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0012
 FJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5443986853(NAD 83)
 FJ0012
 FJ0012                          SUPERSEDED SURVEY CONTROL
 FJ0012
 FJ0012  NGVD 29 (??/??/92)  225.080  (m)          738.45   (f) ADJ UNCH    2 0
 FJ0012
 FJ0012.Superseded values are not recommended for survey control.
 FJ0012
 FJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0012.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0012
 FJ0012_MARKER: DB = BENCH MARK DISK
 FJ0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0012_SP_SET: ABUTMENT
 FJ0012_STAMPING: C 138 1934
 FJ0012_MARK LOGO: CGS
 FJ0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0012+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2022
 FJ0012
 FJ0012  HISTORY     - Date     Condition        Report By
 FJ0012  HISTORY     - 1934     MONUMENTED       CGS
 FJ0012  HISTORY     - 1988     GOOD             USPSQD
 FJ0012  HISTORY     - 20031027 GOOD             OKDOT
 FJ0012  HISTORY     - 20191122 GOOD             MCA
 FJ0012  HISTORY     - 20220314 GOOD             OKDOT
 FJ0012
 FJ0012                          STATION DESCRIPTION
 FJ0012
 FJ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0012'3.9 MI NE FROM KELLYVILLE.
 FJ0012'3.9 MILES NORTHEAST OF, ALONG ST. LSFRY, ABOUT .5 MILE WEST
 FJ0012'OF M.P. 441, 250 FEET WEST OF M.P. 441-20, 12.1 FEET NORTH OF
 FJ0012'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., BRONZE TABLET
 FJ0012'SET HORIZONTALLY IN TOP OF WING WALL TO WEST CONCRETE ABUTMENT
 FJ0012'TO CONCRETE RAILWAY OVERPASS, OVER U.S. HWY. 66.
 FJ0012
 FJ0012                          STATION RECOVERY (1988)
 FJ0012
 FJ0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0012'RECOVERED IN GOOD CONDITION.
 FJ0012
 FJ0012                          STATION RECOVERY (2003)
 FJ0012
 FJ0012'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GAK)
 FJ0012'RECOVERED IN GOOD CONDITION.
 FJ0012
 FJ0012                          STATION RECOVERY (2019)
 FJ0012
 FJ0012'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ0012'RECOVERED IN GOOD CONDITION.
 FJ0012
 FJ0012                          STATION RECOVERY (2022)
 FJ0012
 FJ0012'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0012'CLOSE PROXIMITY TO RAILROAD TRACK MAKES OBSERVATIONS LESS THAN IDEAL
 FJ0012'FOR LONG SESSIONS BUT, NOT IMPOSSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0251 ***********************************************************************
 FJ0251  DESIGNATION -  C 139
 FJ0251  PID         -  FJ0251
 FJ0251  STATE/COUNTY-  OK/LINCOLN
 FJ0251  COUNTRY     -  US
 FJ0251  USGS QUAD   -  STROUD SOUTH (2018)
 FJ0251
 FJ0251                         *CURRENT SURVEY CONTROL
 FJ0251  ______________________________________________________________________
 FJ0251* NAD 83(1986) POSITION- 35 43 26.     (N) 096 43 19.     (W)   SCALED
 FJ0251* NAVD 88 ORTHO HEIGHT -   245.938 (meters)      806.88  (feet) ADJUSTED
 FJ0251  ______________________________________________________________________
 FJ0251  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 FJ0251  DYNAMIC HEIGHT  -        245.709 (meters)      806.13  (feet) COMP
 FJ0251  MODELED GRAVITY -    979,700.3   (mgal)                       NAVD 88
 FJ0251
 FJ0251  VERT ORDER      -  SECOND    CLASS 0
 FJ0251
 FJ0251.The horizontal coordinates were scaled from a map and have
 FJ0251.an estimated accuracy of +/- 6 seconds.
 FJ0251
 FJ0251.The orthometric height was determined by differential leveling and
 FJ0251.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0251.in June 1991.
 FJ0251
 FJ0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0251.GEOID18 height accuracy estimate available here.
 FJ0251
 FJ0251.Click photographs - Photos may exist for this station.
 FJ0251
 FJ0251.The dynamic height is computed by dividing the NAVD 88
 FJ0251.geopotential number by the normal gravity value computed on the
 FJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0251.degrees latitude (g = 980.6199 gals.).
 FJ0251
 FJ0251.The modeled gravity was interpolated from observed gravity values.
 FJ0251
 FJ0251;                    North         East    Units  Estimated Accuracy
 FJ0251;SPC OK N     -    81,080.      715,630.      MT  (+/- 180 meters Scaled)
 FJ0251
 FJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE060557(NAD 83)
 FJ0251
 FJ0251                          SUPERSEDED SURVEY CONTROL
 FJ0251
 FJ0251  NGVD 29 (??/??/92)  245.838  (m)          806.55   (f) ADJ UNCH    2 0
 FJ0251
 FJ0251.Superseded values are not recommended for survey control.
 FJ0251
 FJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0251.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0251
 FJ0251_MARKER: DB = BENCH MARK DISK
 FJ0251_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0251_STAMPING: C 139 1934
 FJ0251_MARK LOGO: CGS
 FJ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0251
 FJ0251  HISTORY     - Date     Condition        Report By
 FJ0251  HISTORY     - 1934     MONUMENTED       CGS
 FJ0251  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0251
 FJ0251                          STATION DESCRIPTION
 FJ0251
 FJ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0251'3.3 MI NE FROM DAVENPORT.
 FJ0251'3.3 MILES NORTHEAST OF, ALONG SLSFRY 410 FEET NORTH OF NORTHEAST
 FJ0251'END OF WOODEN RY. TRESTLE 482.1, 375 FEET SOUTHWEST OF SOUTHWEST
 FJ0251'END OF WOODEN RY. TRESTLE 481.9, 340 FEET NORTH OF M.P. 482,
 FJ0251'48.5 FEET WEST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO
 FJ0251'RY., 40 FEET NORTH OF CENTERLINE OF EAST-WEST DIRT ROAD CROSSING,
 FJ0251'10.2 FEET NORTHEAST OF SOUTHWEST CORNER AT RIGHT OF WAY FENCE,
 FJ0251'7.4 FEET NORTH OF TELEPHONE POLE 4985.  TABLET SET IN A CONCRETE
 FJ0251'POST.
 FJ0251
 FJ0251                          STATION RECOVERY (1973)
 FJ0251
 FJ0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1382 ***********************************************************************
 FJ1382  DESIGNATION -  C 14 173
 FJ1382  PID         -  FJ1382
 FJ1382  STATE/COUNTY-  OK/CLEVELAND
 FJ1382  COUNTRY     -  US
 FJ1382  USGS QUAD   -  NORMAN (2018)
 FJ1382
 FJ1382                         *CURRENT SURVEY CONTROL
 FJ1382  ______________________________________________________________________
 FJ1382* NAD 83(1986) POSITION- 35 13 05.     (N) 097 26 30.     (W)   SCALED
 FJ1382* NAVD 88 ORTHO HEIGHT -   354.619 (meters)     1163.45  (feet) ADJUSTED
 FJ1382  ______________________________________________________________________
 FJ1382  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 FJ1382  DYNAMIC HEIGHT  -        354.275 (meters)     1162.32  (feet) COMP
 FJ1382  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 FJ1382
 FJ1382  VERT ORDER      -  FIRST     CLASS II
 FJ1382
 FJ1382.The horizontal coordinates were scaled from a map and have
 FJ1382.an estimated accuracy of +/- 6 seconds.
 FJ1382
 FJ1382.The orthometric height was determined by differential leveling and
 FJ1382.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1382.in August 1994.
 FJ1382
 FJ1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1382.GEOID18 height accuracy estimate available here.
 FJ1382
 FJ1382.Click photographs - Photos may exist for this station.
 FJ1382
 FJ1382.The dynamic height is computed by dividing the NAVD 88
 FJ1382.geopotential number by the normal gravity value computed on the
 FJ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1382.degrees latitude (g = 980.6199 gals.).
 FJ1382
 FJ1382.The modeled gravity was interpolated from observed gravity values.
 FJ1382
 FJ1382;                    North         East    Units  Estimated Accuracy
 FJ1382;SPC OK S     -   209,210.      650,830.      MT  (+/- 180 meters Scaled)
 FJ1382
 FJ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD418983(NAD 83)
 FJ1382
 FJ1382                          SUPERSEDED SURVEY CONTROL
 FJ1382
 FJ1382.No superseded survey control is available for this station.
 FJ1382
 FJ1382_MARKER: DD = SURVEY DISK
 FJ1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1382_STAMPING: C-14-173 1969 1163.170 TRI. STA.
 FJ1382_MARK LOGO: OKDH
 FJ1382_PROJECTION: FLUSH
 FJ1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1382+STABILITY: SURFACE MOTION
 FJ1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1382+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1994
 FJ1382
 FJ1382  HISTORY     - Date     Condition        Report By
 FJ1382  HISTORY     - 1969     MONUMENTED       OKDH
 FJ1382  HISTORY     - 19940120 GOOD             NGS
 FJ1382
 FJ1382                          STATION DESCRIPTION
 FJ1382
 FJ1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1382'IN NORMAN, AT THE INTERSECTION OF JONES AVENUE AND SYMMES STREET, 9.1
 FJ1382'M (29.9 FT) EAST OF THE AVENUE CENTER, 7.9 M (25.9 FT) SOUTH OF THE
 FJ1382'STREET CENTER, 2.1 M (6.9 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 FJ1382'CABLES, 2.1 M (6.9 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, 0.3 M
 FJ1382'(1.0 FT) BELOW THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH
 FJ1382'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB3363 ***********************************************************************
 AB3363  DESIGNATION -  C 14 RESET
 AB3363  PID         -  AB3363
 AB3363  STATE/COUNTY-  OK/TEXAS
 AB3363  COUNTRY     -  US
 AB3363  USGS QUAD   -  TEXHOMA NORTH (2018)
 AB3363
 AB3363                         *CURRENT SURVEY CONTROL
 AB3363  ______________________________________________________________________
 AB3363* NAD 83(1986) POSITION- 36 30 35.1    (N) 101 46 09.0    (W)   HD_HELD2
 AB3363* NAVD 88 ORTHO HEIGHT -  1060.29  (meters)     3478.6   (feet) RESET
 AB3363  ______________________________________________________________________
 AB3363  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 AB3363  VERT ORDER      -  THIRD
 AB3363
 AB3363.The horizontal coordinates were established by autonomous hand held GPS
 AB3363.observations and have an estimated accuracy of +/- 10 meters.
 AB3363
 AB3363.The orthometric height was computed from unverified reset data.
 AB3363
 AB3363.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3363.GEOID18 height accuracy estimate available here.
 AB3363
 AB3363.Click photographs - Photos may exist for this station.
 AB3363
 AB3363;                    North         East    Units  Estimated Accuracy
 AB3363;SPC OK N     -   174,066.      262,456.      MT  (+/- 10 meters HH2 GPS)
 AB3363
 AB3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5200944056(NAD 83)
 AB3363
 AB3363                          SUPERSEDED SURVEY CONTROL
 AB3363
 AB3363.No superseded survey control is available for this station.
 AB3363
 AB3363_MARKER: DB = BENCH MARK DISK
 AB3363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3363_SP_SET: CULVERT HEADWALL
 AB3363_STAMPING: C 14 1933 RESET 1961
 AB3363_MARK LOGO: CGS
 AB3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3363+STABILITY: SURFACE MOTION
 AB3363
 AB3363  HISTORY     - Date     Condition        Report By
 AB3363  HISTORY     - 1961     MONUMENTED       OKDH
 AB3363  HISTORY     - 19980505 GOOD             OKDOT
 AB3363
 AB3363                          STATION DESCRIPTION
 AB3363
 AB3363'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1961
 AB3363'0.8 MILE (1.3 KM) NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 AB3363'RAILWAY FROM THE STATION IN TEXHOMA, ABOUT 23 POLES SOUTHWEST OF
 AB3363'MILEPOST 493, AND SET IN THE NORTHEAST CORNER HEADWALL OF A CONCRETE
 AB3363'CULVERT AT STATION 67 + 91.8, 27 1/2 FEET LEFT OF THE CENTERLINE OF
 AB3363'NEW HIGHWAY.
 AB3363
 AB3363                          STATION RECOVERY (1998)
 AB3363
 AB3363'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 AB3363'TO REACH THE STATION FROM THE JUNCTION OF SH 95 AND US 54 AT TEXHOMA,
 AB3363'GO NORTHEASTERLY ON US 54 FOR 1.0 MILE (1.6 KM) TO THE MARK ON THE
 AB3363'LEFT.  IT IS SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 AB3363'HEADWALL OF A CONCRETE HIGHWAY CULVERT, 27.5 FEET (8.4 M) LEFT OF
 AB3363'HIGHWAY PLANS CENTERLINE STATION 67+91.8.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0287 ***********************************************************************
 FH0287  DESIGNATION -  C 140
 FH0287  PID         -  FH0287
 FH0287  STATE/COUNTY-  OK/HASKELL
 FH0287  COUNTRY     -  US
 FH0287  USGS QUAD   -  BOKOSHE (2018)
 FH0287
 FH0287                         *CURRENT SURVEY CONTROL
 FH0287  ______________________________________________________________________
 FH0287* NAD 83(1986) POSITION- 35 13 04.     (N) 094 50 15.     (W)   SCALED
 FH0287* NAVD 88 ORTHO HEIGHT -   182.481 (meters)      598.69  (feet) ADJUSTED
 FH0287  ______________________________________________________________________
 FH0287  GEOID HEIGHT    -        -30.876 (meters)                     GEOID18
 FH0287  DYNAMIC HEIGHT  -        182.302 (meters)      598.10  (feet) COMP
 FH0287  MODELED GRAVITY -    979,650.3   (mgal)                       NAVD 88
 FH0287
 FH0287  VERT ORDER      -  SECOND    CLASS 0
 FH0287
 FH0287.The horizontal coordinates were scaled from a map and have
 FH0287.an estimated accuracy of +/- 6 seconds.
 FH0287
 FH0287.The orthometric height was determined by differential leveling and
 FH0287.adjusted by the NATIONAL GEODETIC SURVEY
 FH0287.in June 1991.
 FH0287
 FH0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0287.GEOID18 height accuracy estimate available here.
 FH0287
 FH0287.Click photographs - Photos may exist for this station.
 FH0287
 FH0287.The dynamic height is computed by dividing the NAVD 88
 FH0287.geopotential number by the normal gravity value computed on the
 FH0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0287.degrees latitude (g = 980.6199 gals.).
 FH0287
 FH0287.The modeled gravity was interpolated from observed gravity values.
 FH0287
 FH0287;                    North         East    Units  Estimated Accuracy
 FH0287;SPC OK S     -   213,550.      887,880.      MT  (+/- 180 meters Scaled)
 FH0287
 FH0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU327987(NAD 83)
 FH0287
 FH0287                          SUPERSEDED SURVEY CONTROL
 FH0287
 FH0287  NGVD 29 (??/??/92)  182.371  (m)          598.33   (f) ADJ UNCH    2 0
 FH0287
 FH0287.Superseded values are not recommended for survey control.
 FH0287
 FH0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0287.See file dsdata.pdf to determine how the superseded data were derived.
 FH0287
 FH0287_MARKER: DB = BENCH MARK DISK
 FH0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0287_STAMPING: C 140 1934
 FH0287_MARK LOGO: CGS
 FH0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0287+STABILITY: SURFACE MOTION
 FH0287
 FH0287  HISTORY     - Date     Condition        Report By
 FH0287  HISTORY     - 1934     MONUMENTED       CGS
 FH0287  HISTORY     - 1959     GOOD             CGS
 FH0287
 FH0287                          STATION DESCRIPTION
 FH0287
 FH0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0287'5.1 MI NW FROM BOKOSHE.
 FH0287'IN HASKELL COUNTY, 5.1 MILES NORTHWEST ALONG THE MIDLAND VALLEY
 FH0287'RAILROAD FROM THE STATION AT BOKOSHE, LE FLORE COUNTY, ABOUT
 FH0287'1500 FEET NORTH OF MILEPOST 34, 50 FEET EAST OF THE CENTER OF
 FH0287'A DIRT-ROAD CROSSING, 48 FEET EAST OF THE CENTERLINE OF THE
 FH0287'TRACK, 18.5 FEET SOUTHEAST OF TELEPHONE POLE 8511, AND 3.5 FEET
 FH0287'NORTHWEST OF THE SOUTHEAST CORNER OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0482 ***********************************************************************
 FJ0482  DESIGNATION -  C 141
 FJ0482  PID         -  FJ0482
 FJ0482  STATE/COUNTY-  OK/GRADY
 FJ0482  COUNTRY     -  US
 FJ0482  USGS QUAD   -  TABLER (2018)
 FJ0482
 FJ0482                         *CURRENT SURVEY CONTROL
 FJ0482  ______________________________________________________________________
 FJ0482* NAD 83(1986) POSITION- 35 02 21.     (N) 097 52 21.     (W)   SCALED
 FJ0482* NAVD 88 ORTHO HEIGHT -   332.808 (meters)     1091.89  (feet) ADJUSTED
 FJ0482  ______________________________________________________________________
 FJ0482  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 FJ0482  DYNAMIC HEIGHT  -        332.479 (meters)     1090.81  (feet) COMP
 FJ0482  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 FJ0482
 FJ0482  VERT ORDER      -  SECOND    CLASS 0
 FJ0482
 FJ0482.The horizontal coordinates were scaled from a map and have
 FJ0482.an estimated accuracy of +/- 6 seconds.
 FJ0482
 FJ0482.The orthometric height was determined by differential leveling and
 FJ0482.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0482.in June 1991.
 FJ0482
 FJ0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0482.GEOID18 height accuracy estimate available here.
 FJ0482
 FJ0482.Click photographs - Photos may exist for this station.
 FJ0482
 FJ0482.The dynamic height is computed by dividing the NAVD 88
 FJ0482.geopotential number by the normal gravity value computed on the
 FJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0482.degrees latitude (g = 980.6199 gals.).
 FJ0482
 FJ0482.The modeled gravity was interpolated from observed gravity values.
 FJ0482
 FJ0482;                    North         East    Units  Estimated Accuracy
 FJ0482;SPC OK S     -   189,230.      611,630.      MT  (+/- 180 meters Scaled)
 FJ0482
 FJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD028779(NAD 83)
 FJ0482
 FJ0482                          SUPERSEDED SURVEY CONTROL
 FJ0482
 FJ0482  NGVD 29 (??/??/92)  332.699  (m)         1091.53   (f) ADJ UNCH    2 0
 FJ0482
 FJ0482.Superseded values are not recommended for survey control.
 FJ0482
 FJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0482.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0482
 FJ0482_MARKER: DB = BENCH MARK DISK
 FJ0482_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0482_STAMPING: C 141 1934
 FJ0482_MARK LOGO: CGS
 FJ0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0482
 FJ0482  HISTORY     - Date     Condition        Report By
 FJ0482  HISTORY     - 1934     MONUMENTED       CGS
 FJ0482  HISTORY     - 1953     MARK NOT FOUND   CGS
 FJ0482
 FJ0482                          STATION DESCRIPTION
 FJ0482
 FJ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0482'3.9 MI E FROM CHICKASHA.
 FJ0482'ABOUT 0.1 MILE WEST OF MILEPOST 126, ABOUT 500 FEET NORTHWEST
 FJ0482'OF J.B. LACKEYS FARM HOUSE, ABOUT 130 FEET EAST OF FARM ROAD
 FJ0482'AT RAILROAD CROSSING, 71.8 FEET SOUTHEAST OF CORNVILLE SIDING
 FJ0482'MARKER, 39.1 FEET SOUTH OF CENTERLINE OF ATCHISON, TOPEKA AND
 FJ0482'SANTA FE. RAILROAD, 19 FEET SOUTH OF TELEPHONE POLE.  TABLET
 FJ0482'SET IN PRECAST CONCRETE POST.
 FJ0482
 FJ0482                          STATION RECOVERY (1953)
 FJ0482
 FJ0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FJ0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0372 ***********************************************************************
 EL0372  DESIGNATION -  C 142
 EL0372  PID         -  EL0372
 EL0372  STATE/COUNTY-  OK/GARVIN
 EL0372  COUNTRY     -  US
 EL0372  USGS QUAD   -  BYARS SW (2018)
 EL0372
 EL0372                         *CURRENT SURVEY CONTROL
 EL0372  ______________________________________________________________________
 EL0372* NAD 83(1986) POSITION- 34 45 44.39   (N) 097 14 56.88   (W)   HD_HELD1
 EL0372* NAVD 88 ORTHO HEIGHT -   270.560 (meters)      887.66  (feet) ADJUSTED
 EL0372  ______________________________________________________________________
 EL0372  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 EL0372  DYNAMIC HEIGHT  -        270.298 (meters)      886.80  (feet) COMP
 EL0372  MODELED GRAVITY -    979,659.3   (mgal)                       NAVD 88
 EL0372
 EL0372  VERT ORDER      -  SECOND    CLASS 0
 EL0372
 EL0372.The horizontal coordinates were determined by differentially corrected
 EL0372.hand held GPS observations or other comparable positioning techniques
 EL0372.and have an estimated accuracy of +/- 3 meters.
 EL0372
 EL0372.The orthometric height was determined by differential leveling and
 EL0372.adjusted by the NATIONAL GEODETIC SURVEY
 EL0372.in June 1991.
 EL0372
 EL0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0372.GEOID18 height accuracy estimate available here.
 EL0372
 EL0372.Click photographs - Photos may exist for this station.
 EL0372
 EL0372.The dynamic height is computed by dividing the NAVD 88
 EL0372.geopotential number by the normal gravity value computed on the
 EL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0372.degrees latitude (g = 980.6199 gals.).
 EL0372
 EL0372.The modeled gravity was interpolated from observed gravity values.
 EL0372
 EL0372;                    North         East    Units  Estimated Accuracy
 EL0372;SPC OK S     -   158,765.5     668,738.1     MT  (+/- 3 meters HH1 GPS) 
 EL0372
 EL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6023848083(NAD 83)
 EL0372
 EL0372                          SUPERSEDED SURVEY CONTROL
 EL0372
 EL0372  NGVD 29 (??/??/92)  270.486  (m)          887.42   (f) ADJ UNCH    2 0
 EL0372
 EL0372.Superseded values are not recommended for survey control.
 EL0372
 EL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0372.See file dsdata.pdf to determine how the superseded data were derived.
 EL0372
 EL0372_MARKER: DB = BENCH MARK DISK
 EL0372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0372_SP_SET: CULVERT
 EL0372_STAMPING: C 142 1934 + 29 D 57 B TT 1937
 EL0372_MARK LOGO: CGS
 EL0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0372+STABILITY: SURFACE MOTION
 EL0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0372+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2023
 EL0372
 EL0372  HISTORY     - Date     Condition        Report By
 EL0372  HISTORY     - 1937     MONUMENTED       CGS
 EL0372  HISTORY     - 1963     GOOD             USGS
 EL0372  HISTORY     - 20230220 GOOD             CWNGRP
 EL0372
 EL0372                          STATION DESCRIPTION
 EL0372
 EL0372'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0372'3 MI NW FROM PAULS VALLEY.
 EL0372'PAULS VALLEY, 1.5 MILES NORTH AND 1.5 MILES WEST OF, T. 3 N.,
 EL0372'R. 1 W., IN THE S.E. 1/4 OF THE N.E. 1/4 SEC. 1, 552 FT. EAST OF
 EL0372'U.S. HWY. 77, 147 FT. EAST OF A STANDARD OIL PIPE LINE VENT, ON
 EL0372'SOUTHEAST HEADWALL OF CULVERT ON THE ABANDONED PART OF THE R.R.
 EL0372'CURVE (R.R. NOW CUTS THROUGH FARTHER NORTHEAST), A STANDARD DISK
 EL0372'STAMPED C 142 1934 AND 29 D 57 B TT 1937), PAINTED BM 887.4
 EL0372
 EL0372                          STATION RECOVERY (2023)
 EL0372
 EL0372'RECOVERY NOTE BY COWAN GROUP ENGINEERING 2023 (JLM)
 EL0372'RAILROAD HAS BEEN REMOVED.  FOUND DISK ON EAST END OF NORTH HEADWALL
 EL0372'UNDER RAILROAD BED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0282 ***********************************************************************
 FJ0282  DESIGNATION -  C 144
 FJ0282  PID         -  FJ0282
 FJ0282  STATE/COUNTY-  OK/OKLAHOMA
 FJ0282  COUNTRY     -  US
 FJ0282  USGS QUAD   -  EDMOND (2018)
 FJ0282
 FJ0282                         *CURRENT SURVEY CONTROL
 FJ0282  ______________________________________________________________________
 FJ0282* NAD 83(1986) POSITION- 35 43 28.     (N) 097 29 01.     (W)   SCALED
 FJ0282* NAVD 88 ORTHO HEIGHT -   346.625 (meters)     1137.22  (feet) ADJUSTED
 FJ0282  ______________________________________________________________________
 FJ0282  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 FJ0282  DYNAMIC HEIGHT  -        346.302 (meters)     1136.16  (feet) COMP
 FJ0282  MODELED GRAVITY -    979,690.9   (mgal)                       NAVD 88
 FJ0282
 FJ0282  VERT ORDER      -  SECOND    CLASS 0
 FJ0282
 FJ0282.The horizontal coordinates were scaled from a map and have
 FJ0282.an estimated accuracy of +/- 6 seconds.
 FJ0282
 FJ0282.The orthometric height was determined by differential leveling and
 FJ0282.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0282.in August 1994.
 FJ0282
 FJ0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0282.GEOID18 height accuracy estimate available here.
 FJ0282
 FJ0282.Click photographs - Photos may exist for this station.
 FJ0282
 FJ0282.The dynamic height is computed by dividing the NAVD 88
 FJ0282.geopotential number by the normal gravity value computed on the
 FJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0282.degrees latitude (g = 980.6199 gals.).
 FJ0282
 FJ0282.The modeled gravity was interpolated from observed gravity values.
 FJ0282
 FJ0282;                    North         East    Units  Estimated Accuracy
 FJ0282;SPC OK N     -    80,500.      646,720.      MT  (+/- 180 meters Scaled)
 FJ0282
 FJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE371544(NAD 83)
 FJ0282
 FJ0282                          SUPERSEDED SURVEY CONTROL
 FJ0282
 FJ0282  NAVD 88 (06/15/91)  346.641  (m)         1137.27   (f) SUPERSEDED  2 0
 FJ0282  NGVD 29 (??/??/92)  346.502  (m)         1136.82   (f) ADJ UNCH    2 0
 FJ0282
 FJ0282.Superseded values are not recommended for survey control.
 FJ0282
 FJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0282.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0282
 FJ0282_MARKER: DB = BENCH MARK DISK
 FJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0282_STAMPING: C 144 1934
 FJ0282_MARK LOGO: CGS
 FJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0282+STABILITY: SURFACE MOTION
 FJ0282
 FJ0282  HISTORY     - Date     Condition        Report By
 FJ0282  HISTORY     - 1934     MONUMENTED       CGS
 FJ0282  HISTORY     - 1965     MARK NOT FOUND   USGS
 FJ0282
 FJ0282                          STATION DESCRIPTION
 FJ0282
 FJ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0282'5 MI N FROM EDMOND.
 FJ0282'5.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0282'FROM THE STATION AT EDMOND, 12.2 FEET SOUTHEAST OF THE STATION AT
 FJ0282'WATERLOO, 0.1 MILE SOUTH OF MILEPOST 365, 81.8 FEET SOUTHWEST
 FJ0282'OF A SIGNAL STAND, 15.5 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FJ0282'1.5 FEET WEST OF A WALK PARALLELING THE TRACK, AND 1.2 FEET SOUTH
 FJ0282'OF THE SOUTH SIDE OF AN EAST-AND-WEST SIDEWALK.  A STANDARD DISK,
 FJ0282'STAMPED C 144 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0282
 FJ0282                          STATION RECOVERY (1965)
 FJ0282
 FJ0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ0282'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0342 ***********************************************************************
 GH0342  DESIGNATION -  C 145
 GH0342  PID         -  GH0342
 GH0342  STATE/COUNTY-  OK/NOBLE
 GH0342  COUNTRY     -  US
 GH0342  USGS QUAD   -  ORLANDO EAST (2018)
 GH0342
 GH0342                         *CURRENT SURVEY CONTROL
 GH0342  ______________________________________________________________________
 GH0342* NAD 83(1986) POSITION- 36 12 08.46   (N) 097 20 59.06   (W)   HD_HELD1
 GH0342* NAVD 88 ORTHO HEIGHT -   341.532 (meters)     1120.51  (feet) ADJUSTED
 GH0342  ______________________________________________________________________
 GH0342  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GH0342  DYNAMIC HEIGHT  -        341.224 (meters)     1119.50  (feet) COMP
 GH0342  MODELED GRAVITY -    979,718.7   (mgal)                       NAVD 88
 GH0342
 GH0342  VERT ORDER      -  SECOND    CLASS 0
 GH0342
 GH0342.The horizontal coordinates were determined by differentially corrected
 GH0342.hand held GPS observations or other comparable positioning techniques
 GH0342.and have an estimated accuracy of +/- 3 meters.
 GH0342
 GH0342.The orthometric height was determined by differential leveling and
 GH0342.adjusted by the NATIONAL GEODETIC SURVEY
 GH0342.in June 1991.
 GH0342
 GH0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0342.GEOID18 height accuracy estimate available here.
 GH0342
 GH0342.Click photographs - Photos may exist for this station.
 GH0342
 GH0342.The dynamic height is computed by dividing the NAVD 88
 GH0342.geopotential number by the normal gravity value computed on the
 GH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0342.degrees latitude (g = 980.6199 gals.).
 GH0342
 GH0342.The modeled gravity was interpolated from observed gravity values.
 GH0342
 GH0342;                    North         East    Units  Estimated Accuracy
 GH0342;SPC OK N     -   133,600.1     658,476.2     MT  (+/- 3 meters HH1 GPS) 
 GH0342
 GH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4835907654(NAD 83)
 GH0342
 GH0342                          SUPERSEDED SURVEY CONTROL
 GH0342
 GH0342  NGVD 29 (??/??/92)  341.397  (m)         1120.07   (f) ADJ UNCH    2 0
 GH0342
 GH0342.Superseded values are not recommended for survey control.
 GH0342
 GH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0342.See file dsdata.pdf to determine how the superseded data were derived.
 GH0342
 GH0342_MARKER: DB = BENCH MARK DISK
 GH0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0342_STAMPING: C 145 1934
 GH0342_MARK LOGO: CGS
 GH0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0342+STABILITY: SURFACE MOTION
 GH0342
 GH0342  HISTORY     - Date     Condition        Report By
 GH0342  HISTORY     - 1934     MONUMENTED       CGS
 GH0342
 GH0342                          STATION DESCRIPTION
 GH0342
 GH0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0342'4.1 MI N FROM ORLANDO.
 GH0342'IN NOBLE COUNTY, 4.1 MILES NORTH ALONG THE ATCHISON, TOPEKA
 GH0342'AND SANTA FE RAILWAY FROM THE STATION AT ORLANDO, LOGAN COUNTY,
 GH0342'0.2 MILE SOUTH OF ASP SIDING, 0.4 MILE NORTH OF MILEPOST 329, AT
 GH0342'A COUNTY-ROAD CROSSING, 56.3 FEET SOUTHEAST OF THE CENTER OF
 GH0342'THE CROSSING, 48.2 FEET EAST OF THE CENTERLINE OF THE TRACK, 7
 GH0342'FEET SOUTH OF A FENCE CORNER, 6.6 FEET EAST OF A POLE, 2.9 FEET
 GH0342'SOUTHEAST OF A NORTHEAST-AND-SOUTHWEST FENCE, AND 2 FEET WEST OF
 GH0342'A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED C 145
 GH0342'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0375 ***********************************************************************
 FJ0375  DESIGNATION -  C 147
 FJ0375  PID         -  FJ0375
 FJ0375  STATE/COUNTY-  OK/OKLAHOMA
 FJ0375  COUNTRY     -  US
 FJ0375  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0375
 FJ0375                         *CURRENT SURVEY CONTROL
 FJ0375  ______________________________________________________________________
 FJ0375* NAD 83(1986) POSITION- 35 28 16.     (N) 097 26 12.     (W)   SCALED
 FJ0375* NAVD 88 ORTHO HEIGHT -   356.151 (meters)     1168.47  (feet) ADJUSTED
 FJ0375  ______________________________________________________________________
 FJ0375  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 FJ0375  DYNAMIC HEIGHT  -        355.812 (meters)     1167.36  (feet) COMP
 FJ0375  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 FJ0375
 FJ0375  VERT ORDER      -  SECOND    CLASS 0
 FJ0375
 FJ0375.The horizontal coordinates were scaled from a map and have
 FJ0375.an estimated accuracy of +/- 6 seconds.
 FJ0375
 FJ0375.The orthometric height was determined by differential leveling and
 FJ0375.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0375.in August 1994.
 FJ0375
 FJ0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0375.GEOID18 height accuracy estimate available here.
 FJ0375
 FJ0375.Click photographs - Photos may exist for this station.
 FJ0375
 FJ0375.The dynamic height is computed by dividing the NAVD 88
 FJ0375.geopotential number by the normal gravity value computed on the
 FJ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0375.degrees latitude (g = 980.6199 gals.).
 FJ0375
 FJ0375.The modeled gravity was interpolated from observed gravity values.
 FJ0375
 FJ0375;                    North         East    Units  Estimated Accuracy
 FJ0375;SPC OK N     -    52,420.      651,130.      MT  (+/- 180 meters Scaled)
 FJ0375
 FJ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE418264(NAD 83)
 FJ0375
 FJ0375                          SUPERSEDED SURVEY CONTROL
 FJ0375
 FJ0375  NAVD 88 (06/15/91)  356.225  (m)         1168.71   (f) SUPERSEDED  2 0
 FJ0375  NGVD 29 (??/??/92)  356.073  (m)         1168.22   (f) ADJ UNCH    2 0
 FJ0375
 FJ0375.Superseded values are not recommended for survey control.
 FJ0375
 FJ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0375.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0375
 FJ0375_MARKER: DB = BENCH MARK DISK
 FJ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0375_STAMPING: C 147 1934
 FJ0375_MARK LOGO: CGS
 FJ0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0375+STABILITY: SURFACE MOTION
 FJ0375
 FJ0375  HISTORY     - Date     Condition        Report By
 FJ0375  HISTORY     - 1934     MONUMENTED       CGS
 FJ0375  HISTORY     - 1956     MARK NOT FOUND   CGS
 FJ0375
 FJ0375                          STATION DESCRIPTION
 FJ0375
 FJ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FJ0375'4.3 MI E FROM OKLAHOMA CITY.
 FJ0375'4.3 MILES EAST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM
 FJ0375'THE STATION AT OKLAHOMA CITY, OKLAHOMA COUNTY, 0.1 MILE NORTHWEST
 FJ0375'OF MILEPOST 4, 200 FEET SOUTH OF THE J.B. DIXON FARMHOUSE,
 FJ0375'150 FEET EAST OF A TRESTLE, 125 FEET EAST OF THE CENTER OF A
 FJ0375'COUNTY-ROAD CROSSING, 42.7 FEET NORTHEAST OF THE CENTERLINE
 FJ0375'OF THE TRACK, 9.6 FEET SOUTHWEST OF A FENCE CORNER, AND 1.6
 FJ0375'FEET SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED C 147
 FJ0375'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0155 ***********************************************************************
 FJ0155  DESIGNATION -  C 148
 FJ0155  PID         -  FJ0155
 FJ0155  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0155  COUNTRY     -  US
 FJ0155  USGS QUAD   -  EARLSBORO (2018)
 FJ0155
 FJ0155                         *CURRENT SURVEY CONTROL
 FJ0155  ______________________________________________________________________
 FJ0155* NAD 83(1986) POSITION- 35 17 12.     (N) 096 52 18.     (W)   SCALED
 FJ0155* NAVD 88 ORTHO HEIGHT -   320.419 (meters)     1051.24  (feet) ADJUSTED
 FJ0155  ______________________________________________________________________
 FJ0155  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 FJ0155  DYNAMIC HEIGHT  -        320.113 (meters)     1050.24  (feet) COMP
 FJ0155  MODELED GRAVITY -    979,672.0   (mgal)                       NAVD 88
 FJ0155
 FJ0155  VERT ORDER      -  SECOND    CLASS 0
 FJ0155
 FJ0155.The horizontal coordinates were scaled from a map and have
 FJ0155.an estimated accuracy of +/- 6 seconds.
 FJ0155
 FJ0155.The orthometric height was determined by differential leveling and
 FJ0155.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0155.in June 1991.
 FJ0155
 FJ0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0155.GEOID18 height accuracy estimate available here.
 FJ0155
 FJ0155.Click photographs - Photos may exist for this station.
 FJ0155
 FJ0155.The dynamic height is computed by dividing the NAVD 88
 FJ0155.geopotential number by the normal gravity value computed on the
 FJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0155.degrees latitude (g = 980.6199 gals.).
 FJ0155
 FJ0155.The modeled gravity was interpolated from observed gravity values.
 FJ0155
 FJ0155;                    North         East    Units  Estimated Accuracy
 FJ0155;SPC OK S     -   217,250.      702,640.      MT  (+/- 180 meters Scaled)
 FJ0155
 FJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE935069(NAD 83)
 FJ0155
 FJ0155                          SUPERSEDED SURVEY CONTROL
 FJ0155
 FJ0155  NGVD 29 (??/??/92)  320.332  (m)         1050.96   (f) ADJ UNCH    2 0
 FJ0155
 FJ0155.Superseded values are not recommended for survey control.
 FJ0155
 FJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0155.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0155
 FJ0155_MARKER: DB = BENCH MARK DISK
 FJ0155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0155_SP_SET: CULVERT HEADWALL
 FJ0155_STAMPING: C 148 1934
 FJ0155_MARK LOGO: CGS
 FJ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0155+STABILITY: SURFACE MOTION
 FJ0155
 FJ0155  HISTORY     - Date     Condition        Report By
 FJ0155  HISTORY     - 1934     MONUMENTED       CGS
 FJ0155
 FJ0155                          STATION DESCRIPTION
 FJ0155
 FJ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0155'4.1 MI E FROM SHAWNEE.
 FJ0155'4.1 MILES EAST OF, ALONG OKLA. CITY, ADA. ATOKA RY. FROM STATION
 FJ0155'TABLET SET HORIZONTALLY ON NORTHWEST END OF NORTHEAST HEADWALL
 FJ0155'OF CONCRETE CULVERT UNDER RAILROAD, ABOUT 0.2 MILE SOUTHEAST
 FJ0155'OF RAILROAD CROSSING, ABOUT .15 MILE NORTHWEST OF M.P. 41, 10.4
 FJ0155'FEET NORTHEAST OF CENTERLINE OF O.C.A.A. RY., 1.6 FEET SOUTHEAST
 FJ0155'OF NORTHWEST END OF HEADWALL, ABOUT 0.7 FEET SOUTHWEST OF
 FJ0155'NORTHEAST EDGE OF HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0102 ***********************************************************************
 FJ0102  DESIGNATION -  C 149
 FJ0102  PID         -  FJ0102
 FJ0102  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0102  COUNTRY     -  US
 FJ0102  USGS QUAD   -  EARLSBORO (2018)
 FJ0102
 FJ0102                         *CURRENT SURVEY CONTROL
 FJ0102  ______________________________________________________________________
 FJ0102* NAD 83(1986) POSITION- 35 15 15.     (N) 096 46 58.     (W)   SCALED
 FJ0102* NAVD 88 ORTHO HEIGHT -   291.432 (meters)      956.14  (feet) ADJUSTED
 FJ0102  ______________________________________________________________________
 FJ0102  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 FJ0102  DYNAMIC HEIGHT  -        291.154 (meters)      955.23  (feet) COMP
 FJ0102  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 FJ0102
 FJ0102  VERT ORDER      -  SECOND    CLASS 0
 FJ0102
 FJ0102.The horizontal coordinates were scaled from a map and have
 FJ0102.an estimated accuracy of +/- 6 seconds.
 FJ0102
 FJ0102.The orthometric height was determined by differential leveling and
 FJ0102.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0102.in June 1991.
 FJ0102
 FJ0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0102.GEOID18 height accuracy estimate available here.
 FJ0102
 FJ0102.Click photographs - Photos may exist for this station.
 FJ0102
 FJ0102.The dynamic height is computed by dividing the NAVD 88
 FJ0102.geopotential number by the normal gravity value computed on the
 FJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0102.degrees latitude (g = 980.6199 gals.).
 FJ0102
 FJ0102.The modeled gravity was interpolated from observed gravity values.
 FJ0102
 FJ0102;                    North         East    Units  Estimated Accuracy
 FJ0102;SPC OK S     -   213,740.      710,770.      MT  (+/- 180 meters Scaled)
 FJ0102
 FJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE017034(NAD 83)
 FJ0102
 FJ0102                          SUPERSEDED SURVEY CONTROL
 FJ0102
 FJ0102  NGVD 29 (??/??/92)  291.342  (m)          955.84   (f) ADJ UNCH    2 0
 FJ0102
 FJ0102.Superseded values are not recommended for survey control.
 FJ0102
 FJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0102.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0102
 FJ0102_MARKER: DB = BENCH MARK DISK
 FJ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0102_STAMPING: C 149 1934
 FJ0102_MARK LOGO: CGS
 FJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0102+STABILITY: SURFACE MOTION
 FJ0102
 FJ0102  HISTORY     - Date     Condition        Report By
 FJ0102  HISTORY     - 1934     MONUMENTED       CGS
 FJ0102  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0102
 FJ0102                          STATION DESCRIPTION
 FJ0102
 FJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0102'1.5 MI SE FROM EARLSBORO.
 FJ0102'1.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0102'RAILWAY FROM THE STATION AT EARLSBORO, POTTAWATOMIE COUNTY,
 FJ0102'84.9 FEET NORTH OF POLE 438+10, 51.6 FEET NORTHEAST OF A TELEPHONE
 FJ0102'BOX ON A CONCRETE POST, 46 FEET NORTHWEST OF THE CENTER OF A
 FJ0102'ROAD CROSSING, 42.6 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FJ0102'15.5 FEET WEST OF THE EAST GATEPOST, 3.2 FEET EAST OF THE WEST
 FJ0102'FENCE, AND 2.6 FEET SOUTH OF A FENCE PARALLELING THE TRACK.
 FJ0102'A STANDARD DISK, STAMPED C 149 1934 AND SET IN THE TOP OF A
 FJ0102'CONCRETE POST.
 FJ0102
 FJ0102                          STATION RECOVERY (1964)
 FJ0102
 FJ0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0024 ***********************************************************************
 DN0024  DESIGNATION -  C 15
 DN0024  PID         -  DN0024
 DN0024  STATE/COUNTY-  OK/BRYAN
 DN0024  COUNTRY     -  US
 DN0024  USGS QUAD   -  DURANT SOUTH (2018)
 DN0024
 DN0024                         *CURRENT SURVEY CONTROL
 DN0024  ______________________________________________________________________
 DN0024* NAD 83(1986) POSITION- 33 52 55.     (N) 096 28 20.     (W)   SCALED
 DN0024* NAVD 88 ORTHO HEIGHT -   207.104 (meters)      679.47  (feet) POSTED
 DN0024  ______________________________________________________________________
 DN0024  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 DN0024  DYNAMIC HEIGHT  -        206.88  (meters)      678.7   (feet) COMP
 DN0024  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DN0024
 DN0024  VERT ORDER      -  * POSTED, SEE BELOW
 DN0024
 DN0024.The horizontal coordinates were scaled from a map and have
 DN0024.an estimated accuracy of +/- 6 seconds.
 DN0024
 DN0024.The orthometric height was determined by differential leveling
 DN0024.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0024
 DN0024.* This is a POSTED BENCH MARK height.
 DN0024
 DN0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0024.GEOID18 height accuracy estimate available here.
 DN0024
 DN0024.Click photographs - Photos may exist for this station.
 DN0024
 DN0024.The dynamic height is computed by dividing the NAVD 88
 DN0024.geopotential number by the normal gravity value computed on the
 DN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0024.degrees latitude (g = 980.6199 gals.).
 DN0024
 DN0024.The modeled gravity was interpolated from observed gravity values.
 DN0024
 DN0024;                    North         East    Units  Estimated Accuracy
 DN0024;SPC OK S     -    61,920.      741,330.      MT  (+/- 180 meters Scaled)
 DN0024
 DN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC337519(NAD 83)
 DN0024
 DN0024                          SUPERSEDED SURVEY CONTROL
 DN0024
 DN0024  NGVD 29 (??/??/92)  207.053  (m)          679.31   (f) ADJ UNCH    1 2
 DN0024
 DN0024.Superseded values are not recommended for survey control.
 DN0024
 DN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0024.See file dsdata.pdf to determine how the superseded data were derived.
 DN0024
 DN0024_MARKER: DB = BENCH MARK DISK
 DN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0024_STAMPING: C 15 1933 679.306
 DN0024_MARK LOGO: CGS
 DN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0024+STABILITY: SURFACE MOTION
 DN0024
 DN0024  HISTORY     - Date     Condition        Report By
 DN0024  HISTORY     - 1933     MONUMENTED       CGS
 DN0024  HISTORY     - 1934     GOOD             CGS
 DN0024  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0024
 DN0024                          STATION DESCRIPTION
 DN0024
 DN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0024'2.5 MI N FROM COLBERT.
 DN0024'2.5 MILES NORTH OF COLBERT ON THE M-K-T RAILROAD, ABOUT 1400 FEET
 DN0024'NORTH OF MILE POLE 651, ABOUT 100 FEET NORTH OF RAILROAD CROSSING, AND
 DN0024'ABOUT 75 FEET WEST OF THE TRACKS, SET IN LINE WITH THE TELEGRAPH
 DN0024'POLES.
 DN0024
 DN0024                          STATION RECOVERY (1934)
 DN0024
 DN0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0024'RECOVERED IN GOOD CONDITION.
 DN0024
 DN0024                          STATION RECOVERY (1986)
 DN0024
 DN0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0246 ***********************************************************************
 GK0246  DESIGNATION -  C 15
 GK0246  PID         -  GK0246
 GK0246  STATE/COUNTY-  OK/TEXAS
 GK0246  COUNTRY     -  US
 GK0246  USGS QUAD   -  OPTIMA (2018)
 GK0246
 GK0246                         *CURRENT SURVEY CONTROL
 GK0246  ______________________________________________________________________
 GK0246* NAD 83(1986) POSITION- 36 47 17.     (N) 101 18 58.     (W)   SCALED
 GK0246* NAVD 88 ORTHO HEIGHT -   908.817 (meters)     2981.68  (feet) ADJUSTED
 GK0246  ______________________________________________________________________
 GK0246  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 GK0246  DYNAMIC HEIGHT  -        907.888 (meters)     2978.63  (feet) COMP
 GK0246  MODELED GRAVITY -    979,579.5   (mgal)                       NAVD 88
 GK0246
 GK0246  VERT ORDER      -  FIRST     CLASS II
 GK0246
 GK0246.The horizontal coordinates were scaled from a map and have
 GK0246.an estimated accuracy of +/- 6 seconds.
 GK0246
 GK0246.The orthometric height was determined by differential leveling and
 GK0246.adjusted by the NATIONAL GEODETIC SURVEY
 GK0246.in June 1991.
 GK0246
 GK0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0246.GEOID18 height accuracy estimate available here.
 GK0246
 GK0246.Click photographs - Photos may exist for this station.
 GK0246
 GK0246.The dynamic height is computed by dividing the NAVD 88
 GK0246.geopotential number by the normal gravity value computed on the
 GK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0246.degrees latitude (g = 980.6199 gals.).
 GK0246
 GK0246.The modeled gravity was interpolated from observed gravity values.
 GK0246
 GK0246;                    North         East    Units  Estimated Accuracy
 GK0246;SPC OK N     -   203,450.      304,070.      MT  (+/- 180 meters Scaled)
 GK0246
 GK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF933738(NAD 83)
 GK0246
 GK0246                          SUPERSEDED SURVEY CONTROL
 GK0246
 GK0246  NGVD 29 (??/??/92)  908.393  (m)         2980.29   (f) ADJ UNCH    1 2
 GK0246
 GK0246.Superseded values are not recommended for survey control.
 GK0246
 GK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0246.See file dsdata.pdf to determine how the superseded data were derived.
 GK0246
 GK0246_MARKER: DB = BENCH MARK DISK
 GK0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0246_SP_SET: CULVERT HEADWALL
 GK0246_STAMPING: C 15 1933
 GK0246_MARK LOGO: CGS
 GK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0246+STABILITY: SURFACE MOTION
 GK0246
 GK0246  HISTORY     - Date     Condition        Report By
 GK0246  HISTORY     - 1933     MONUMENTED       CGS
 GK0246  HISTORY     - 1938     GOOD             USGS
 GK0246
 GK0246                          STATION DESCRIPTION
 GK0246
 GK0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0246'2.6 MI NE FROM OPTIMA.
 GK0246'2.6 MILES NORTHEAST OF OPTIMA DEPOT ALONG THE ROCK ISLAND RAIL ROAD 1
 GK0246'POLE NORTHEAST OF MILE POLE NO. 462 AND 6 POLES SOUTH WEST OF ROAD
 GK0246'CROSSING AT 20 FT. CONCRETE BRIDGE.  SET IN THE SOUTH WEST END OF THE
 GK0246'SOUTH EAST HEADWALL.
 GK0246
 GK0246                          STATION RECOVERY (1938)
 GK0246
 GK0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 GK0246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0289 ***********************************************************************
 EL0289  DESIGNATION -  C 150
 EL0289  PID         -  EL0289
 EL0289  STATE/COUNTY-  OK/PONTOTOC
 EL0289  COUNTRY     -  US
 EL0289  USGS QUAD   -  VAMOOSA (2018)
 EL0289
 EL0289                         *CURRENT SURVEY CONTROL
 EL0289  ______________________________________________________________________
 EL0289* NAD 83(1986) POSITION- 34 52 33.     (N) 096 41 12.     (W)   SCALED
 EL0289* NAVD 88 ORTHO HEIGHT -   268.682 (meters)      881.50  (feet) ADJUSTED
 EL0289  ______________________________________________________________________
 EL0289  GEOID HEIGHT    -        -26.548 (meters)                     GEOID18
 EL0289  DYNAMIC HEIGHT  -        268.421 (meters)      880.64  (feet) COMP
 EL0289  MODELED GRAVITY -    979,658.0   (mgal)                       NAVD 88
 EL0289
 EL0289  VERT ORDER      -  SECOND    CLASS 0
 EL0289
 EL0289.The horizontal coordinates were scaled from a map and have
 EL0289.an estimated accuracy of +/- 6 seconds.
 EL0289
 EL0289.The orthometric height was determined by differential leveling and
 EL0289.adjusted by the NATIONAL GEODETIC SURVEY
 EL0289.in June 1991.
 EL0289
 EL0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0289.GEOID18 height accuracy estimate available here.
 EL0289
 EL0289.Click photographs - Photos may exist for this station.
 EL0289
 EL0289.The dynamic height is computed by dividing the NAVD 88
 EL0289.geopotential number by the normal gravity value computed on the
 EL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0289.degrees latitude (g = 980.6199 gals.).
 EL0289
 EL0289.The modeled gravity was interpolated from observed gravity values.
 EL0289
 EL0289;                    North         East    Units  Estimated Accuracy
 EL0289;SPC OK S     -   171,880.      720,060.      MT  (+/- 180 meters Scaled)
 EL0289
 EL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD114617(NAD 83)
 EL0289
 EL0289                          SUPERSEDED SURVEY CONTROL
 EL0289
 EL0289  NGVD 29 (??/??/92)  268.592  (m)          881.21   (f) ADJ UNCH    2 0
 EL0289
 EL0289.Superseded values are not recommended for survey control.
 EL0289
 EL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0289.See file dsdata.pdf to determine how the superseded data were derived.
 EL0289
 EL0289_MARKER: DB = BENCH MARK DISK
 EL0289_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0289_STAMPING: C 150 1934
 EL0289_MARK LOGO: CGS
 EL0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0289
 EL0289  HISTORY     - Date     Condition        Report By
 EL0289  HISTORY     - 1934     MONUMENTED       CGS
 EL0289  HISTORY     - 1957     MARK NOT FOUND   USGS
 EL0289
 EL0289                          STATION DESCRIPTION
 EL0289
 EL0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0289'7.7 MI N FROM ADA.
 EL0289'7.7 MILES NORTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 EL0289'ABOUT 0.1 MILE SOUTH OF M.P. 77, ABOUT 125 FEET SOUTH OF R.R.
 EL0289'TRESTLE 77/1, 28.3 FEET EAST OF CENTERLINE OF O.C.A.A.RY, 5.1
 EL0289'FEET WEST OF HIGH BANK.  TABLET SET IN PRECAST CONCRETE POST.
 EL0289
 EL0289                          STATION RECOVERY (1957)
 EL0289
 EL0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EL0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0093 ***********************************************************************
 EM0093  DESIGNATION -  C 151
 EM0093  PID         -  EM0093
 EM0093  STATE/COUNTY-  OK/TILLMAN
 EM0093  COUNTRY     -  US
 EM0093  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM0093
 EM0093                         *CURRENT SURVEY CONTROL
 EM0093  ______________________________________________________________________
 EM0093* NAD 83(1986) POSITION- 34 21 41.     (N) 098 55 20.     (W)   SCALED
 EM0093* NAVD 88 ORTHO HEIGHT -   359.033 (meters)     1177.93  (feet) ADJUSTED
 EM0093  ______________________________________________________________________
 EM0093  GEOID HEIGHT    -        -27.359 (meters)                     GEOID18
 EM0093  DYNAMIC HEIGHT  -        358.644 (meters)     1176.65  (feet) COMP
 EM0093  MODELED GRAVITY -    979,542.6   (mgal)                       NAVD 88
 EM0093
 EM0093  VERT ORDER      -  SECOND    CLASS 0
 EM0093
 EM0093.The horizontal coordinates were scaled from a map and have
 EM0093.an estimated accuracy of +/- 6 seconds.
 EM0093
 EM0093.The orthometric height was determined by differential leveling and
 EM0093.adjusted by the NATIONAL GEODETIC SURVEY
 EM0093.in June 1991.
 EM0093
 EM0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0093.GEOID18 height accuracy estimate available here.
 EM0093
 EM0093.Click photographs - Photos may exist for this station.
 EM0093
 EM0093.The dynamic height is computed by dividing the NAVD 88
 EM0093.geopotential number by the normal gravity value computed on the
 EM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0093.degrees latitude (g = 980.6199 gals.).
 EM0093
 EM0093.The modeled gravity was interpolated from observed gravity values.
 EM0093
 EM0093;                    North         East    Units  Estimated Accuracy
 EM0093;SPC OK S     -   114,420.      515,170.      MT  (+/- 180 meters Scaled)
 EM0093
 EM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND071022(NAD 83)
 EM0093
 EM0093                          SUPERSEDED SURVEY CONTROL
 EM0093
 EM0093  NGVD 29 (??/??/92)  358.900  (m)         1177.49   (f) ADJ UNCH    2 0
 EM0093
 EM0093.Superseded values are not recommended for survey control.
 EM0093
 EM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0093.See file dsdata.pdf to determine how the superseded data were derived.
 EM0093
 EM0093_MARKER: DB = BENCH MARK DISK
 EM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0093_STAMPING: C 151 1934
 EM0093_MARK LOGO: CGS
 EM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0093+STABILITY: SURFACE MOTION
 EM0093
 EM0093  HISTORY     - Date     Condition        Report By
 EM0093  HISTORY     - 1934     MONUMENTED       CGS
 EM0093  HISTORY     - 1963     GOOD             CGS
 EM0093
 EM0093                          STATION DESCRIPTION
 EM0093
 EM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0093'3.5 MI NW FROM HOLLISTER.
 EM0093'3.5 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM STATION.  49 FEET EAST OF
 EM0093'CENTERLINE OF CROSS SECTION ROAD.  46 FEET NORTHEAST OF CENTERLINE OF
 EM0093'MO. KANS. TEXAS R.R. TRACK.  26 FEET EAST OF WESTERN UNION TELEGRAPH
 EM0093'POLE NO. 7022.  3 FEET SOUTHWEST OF NORTH R/W FENCE CORNER.  2.7 FEET
 EM0093'NORTHWEST OF R/W FENCE.
 EM0093
 EM0093                          STATION RECOVERY (1963)
 EM0093
 EM0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0130 ***********************************************************************
 EM0130  DESIGNATION -  C 153
 EM0130  PID         -  EM0130
 EM0130  STATE/COUNTY-  OK/COTTON
 EM0130  COUNTRY     -  US
 EM0130  USGS QUAD   -  WHITES LAKE (2018)
 EM0130
 EM0130                         *CURRENT SURVEY CONTROL
 EM0130  ______________________________________________________________________
 EM0130* NAD 83(1986) POSITION- 34 21 45.     (N) 098 34 28.     (W)   SCALED
 EM0130* NAVD 88 ORTHO HEIGHT -   323.443 (meters)     1061.16  (feet) ADJUSTED
 EM0130  ______________________________________________________________________
 EM0130  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 EM0130  DYNAMIC HEIGHT  -        323.104 (meters)     1060.05  (feet) COMP
 EM0130  MODELED GRAVITY -    979,579.8   (mgal)                       NAVD 88
 EM0130
 EM0130  VERT ORDER      -  SECOND    CLASS 0
 EM0130
 EM0130.The horizontal coordinates were scaled from a map and have
 EM0130.an estimated accuracy of +/- 6 seconds.
 EM0130
 EM0130.The orthometric height was determined by differential leveling and
 EM0130.adjusted by the NATIONAL GEODETIC SURVEY
 EM0130.in June 1991.
 EM0130
 EM0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0130.GEOID18 height accuracy estimate available here.
 EM0130
 EM0130.Click photographs - Photos may exist for this station.
 EM0130
 EM0130.The dynamic height is computed by dividing the NAVD 88
 EM0130.geopotential number by the normal gravity value computed on the
 EM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0130.degrees latitude (g = 980.6199 gals.).
 EM0130
 EM0130.The modeled gravity was interpolated from observed gravity values.
 EM0130
 EM0130;                    North         East    Units  Estimated Accuracy
 EM0130;SPC OK S     -   114,310.      547,160.      MT  (+/- 180 meters Scaled)
 EM0130
 EM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND391024(NAD 83)
 EM0130
 EM0130                          SUPERSEDED SURVEY CONTROL
 EM0130
 EM0130  NGVD 29 (??/??/92)  323.350  (m)         1060.86   (f) ADJ UNCH    2 0
 EM0130
 EM0130.Superseded values are not recommended for survey control.
 EM0130
 EM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0130.See file dsdata.pdf to determine how the superseded data were derived.
 EM0130
 EM0130_MARKER: DB = BENCH MARK DISK
 EM0130_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0130_STAMPING: C 153 1934
 EM0130_MARK LOGO: CGS
 EM0130_PROJECTION: FLUSH
 EM0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0130
 EM0130  HISTORY     - Date     Condition        Report By
 EM0130  HISTORY     - 1934     MONUMENTED       CGS
 EM0130  HISTORY     - 1963     GOOD             CGS
 EM0130
 EM0130                          STATION DESCRIPTION
 EM0130
 EM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0130'15.7 MI W FROM WALTERS.
 EM0130'15.7 MILES WEST OF, ALONG U.S. HWY. 70, FROM WALTERS WATER TANK
 EM0130'NORTHWEST CORNER OF INTERSECTION.  500 FEET EAST OF LARGE CONCRETE
 EM0130'HIGHWAY CULVERT.  51 FEET NORTH OF CENTERLINE OF U.S. HWY. 70.  33
 EM0130'FEET WEST OF CENTERLINE OF CROSS SECTION ROAD.  5.5 FEET WEST OF
 EM0130'SOUTHEAST FENCE CORNER AND TELEPHONE POLE.  1.7 FEET SOUTH OF FENCE.
 EM0130'TABLET SET IN PRECAST CONCRETE POST.
 EM0130
 EM0130                          STATION RECOVERY (1963)
 EM0130
 EM0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0510 ***********************************************************************
 EL0510  DESIGNATION -  C 155
 EL0510  PID         -  EL0510
 EL0510  STATE/COUNTY-  OK/STEPHENS
 EL0510  COUNTRY     -  US
 EL0510  USGS QUAD   -  HARRISBURG (2018)
 EL0510
 EL0510                         *CURRENT SURVEY CONTROL
 EL0510  ______________________________________________________________________
 EL0510* NAD 83(1993) POSITION- 34 29 33.19059(N) 097 51 56.99531(W)   ADJUSTED
 EL0510* NAVD 88 ORTHO HEIGHT -   338.279 (meters)     1109.84  (feet) ADJUSTED
 EL0510  ______________________________________________________________________
 EL0510  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 EL0510  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 EL0510  DYNAMIC HEIGHT  -        337.930 (meters)     1108.69  (feet) COMP
 EL0510  MODELED GRAVITY -    979,593.5   (mgal)                       NAVD 88
 EL0510
 EL0510  HORZ ORDER      -  SECOND
 EL0510  VERT ORDER      -  SECOND    CLASS 0
 EL0510
 EL0510.The horizontal coordinates were established by classical geodetic methods
 EL0510.and adjusted by the National Geodetic Survey in November 1994.
 EL0510
 EL0510.The orthometric height was determined by differential leveling and
 EL0510.adjusted by the NATIONAL GEODETIC SURVEY
 EL0510.in June 1991.
 EL0510
 EL0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0510.GEOID18 height accuracy estimate available here.
 EL0510
 EL0510.Click photographs - Photos may exist for this station.
 EL0510
 EL0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0510
 EL0510.The dynamic height is computed by dividing the NAVD 88
 EL0510.geopotential number by the normal gravity value computed on the
 EL0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0510.degrees latitude (g = 980.6199 gals.).
 EL0510
 EL0510.The modeled gravity was interpolated from observed gravity values.
 EL0510
 EL0510. The following values were computed from the NAD 83(1993) position.
 EL0510
 EL0510;                    North         East     Units Scale Factor Converg.
 EL0510;SPC OK S     -   128,592.478   612,322.302   MT  0.99993722   +0 04 34.2
 EL0510;SPC OK S     -   421,890.49  2,008,927.42   sFT  0.99993722   +0 04 34.2
 EL0510;UTM  14      - 3,817,355.165   604,132.018   MT  0.99973365   +0 38 32.4
 EL0510
 EL0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0510!SPC OK S     -   0.99995096  x   0.99993722  =   0.99988818
 EL0510!UTM  14      -   0.99995096  x   0.99973365  =   0.99968462
 EL0510
 EL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0413217355(NAD 83)
 EL0510
 EL0510                          SUPERSEDED SURVEY CONTROL
 EL0510
 EL0510  NAD 83(1986)-  34 29 33.19444(N)    097 51 56.98098(W) AD(       ) 2
 EL0510  NAD 27      -  34 29 32.90326(N)    097 51 55.85964(W) AD(       ) 2
 EL0510  NGVD 29 (??/??/92)  338.192  (m)         1109.55   (f) ADJ UNCH    2 0
 EL0510  NGVD 29             338.19   (m)         1109.5    (f) LEVELING    3  
 EL0510
 EL0510.Superseded values are not recommended for survey control.
 EL0510
 EL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0510.See file dsdata.pdf to determine how the superseded data were derived.
 EL0510
 EL0510_MARKER: DB = BENCH MARK DISK
 EL0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0510_SP_SET: BRIDGE
 EL0510_STAMPING: C 155 1934
 EL0510_MARK LOGO: CGS
 EL0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0510
 EL0510  HISTORY     - Date     Condition        Report By
 EL0510  HISTORY     - 1934     MONUMENTED       CGS
 EL0510  HISTORY     - 1966     GOOD             CGS
 EL0510  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 EL0510
 EL0510                          STATION DESCRIPTION
 EL0510
 EL0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 EL0510'5 MI E FROM DUNCAN.
 EL0510'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 WITH STATE HIGHWAY
 EL0510'7 IN THE SOUTH EDGE OF DUNCAN, GO EAST ON HIGHWAY 7 FOR 2.1 MILES
 EL0510'TO A JUNCTION WITH BUSINESS ROUTE 7.  CONTINUE EAST ON HIGHWAY
 EL0510'7 FOR 3.05 MILES TO A CROSSROAD.  CONTINUE AHEAD EAST ON HIGHWAY
 EL0510'7 FOR 0.6 MILE TO A CONCRETE BRIDGE AND THE MARK IN THE SOUTHEAST
 EL0510'WINGWALL OF THE CONCRETE BRIDGE.
 EL0510
 EL0510                          STATION RECOVERY (2022)
 EL0510
 EL0510'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0510'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0300 ***********************************************************************
 EL0300  DESIGNATION -  C 156
 EL0300  PID         -  EL0300
 EL0300  STATE/COUNTY-  OK/GARVIN
 EL0300  COUNTRY     -  US
 EL0300  USGS QUAD   -  JOY (2018)
 EL0300
 EL0300                         *CURRENT SURVEY CONTROL
 EL0300  ______________________________________________________________________
 EL0300* NAD 83(1986) POSITION- 34 31 16.     (N) 097 12 47.     (W)   SCALED
 EL0300* NAVD 88 ORTHO HEIGHT -   276.632 (meters)      907.58  (feet) ADJUSTED
 EL0300  ______________________________________________________________________
 EL0300  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 EL0300  DYNAMIC HEIGHT  -        276.363 (meters)      906.70  (feet) COMP
 EL0300  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 EL0300
 EL0300  VERT ORDER      -  SECOND    CLASS 0
 EL0300
 EL0300.The horizontal coordinates were scaled from a map and have
 EL0300.an estimated accuracy of +/- 6 seconds.
 EL0300
 EL0300.The orthometric height was determined by differential leveling and
 EL0300.adjusted by the NATIONAL GEODETIC SURVEY
 EL0300.in June 1991.
 EL0300
 EL0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0300.GEOID18 height accuracy estimate available here.
 EL0300
 EL0300.Click photographs - Photos may exist for this station.
 EL0300
 EL0300.The dynamic height is computed by dividing the NAVD 88
 EL0300.geopotential number by the normal gravity value computed on the
 EL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0300.degrees latitude (g = 980.6199 gals.).
 EL0300
 EL0300.The modeled gravity was interpolated from observed gravity values.
 EL0300
 EL0300;                    North         East    Units  Estimated Accuracy
 EL0300;SPC OK S     -   132,030.      672,250.      MT  (+/- 180 meters Scaled)
 EL0300
 EL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD640213(NAD 83)
 EL0300
 EL0300                          SUPERSEDED SURVEY CONTROL
 EL0300
 EL0300  NGVD 29 (??/??/92)  276.555  (m)          907.33   (f) ADJ UNCH    2 0
 EL0300
 EL0300.Superseded values are not recommended for survey control.
 EL0300
 EL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0300.See file dsdata.pdf to determine how the superseded data were derived.
 EL0300
 EL0300_MARKER: DB = BENCH MARK DISK
 EL0300_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0300_STAMPING: C 156 1934
 EL0300_MARK LOGO: CGS
 EL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0300
 EL0300  HISTORY     - Date     Condition        Report By
 EL0300  HISTORY     - 1934     MONUMENTED       CGS
 EL0300  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0300
 EL0300                          STATION DESCRIPTION
 EL0300
 EL0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0300'5.7 MI W FROM DAVIS.
 EL0300'5.7 MILES WEST OF, ALONG STATE HWY. 22, AT ROAD FORK, 219 FEET WEST
 EL0300'OF CENTERLINE OF LANE AT HILL TOP, 180 FEET EAST OF ROAD FORK,
 EL0300'49.6 FEET SOUTH OF FENCE, 48 FEET NORTH OF CENTERLINE OF STATE
 EL0300'HWY. 22, 27 FEET SOUTH OF SECTION LINE ROAD, 5 FEET WEST OF
 EL0300'TELEPHONE POLE SUPPORTING WIRES CROSSING HIGHWAY, 2.5 FEET ABOVE
 EL0300'HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST
 EL0300
 EL0300                          STATION RECOVERY (2018)
 EL0300
 EL0300'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0536 ***********************************************************************
 EK0536  DESIGNATION -  C 158
 EK0536  PID         -  EK0536
 EK0536  STATE/COUNTY-  OK/PUSHMATAHA
 EK0536  COUNTRY     -  US
 EK0536  USGS QUAD   -  ANTLERS WEST (2019)
 EK0536
 EK0536                         *CURRENT SURVEY CONTROL
 EK0536  ______________________________________________________________________
 EK0536* NAD 83(1986) POSITION- 34 14 13.     (N) 095 43 21.     (W)   SCALED
 EK0536* NAVD 88 ORTHO HEIGHT -   173.209 (meters)      568.27  (feet) ADJUSTED
 EK0536  ______________________________________________________________________
 EK0536  GEOID HEIGHT    -        -29.797 (meters)                     GEOID18
 EK0536  DYNAMIC HEIGHT  -        173.021 (meters)      567.65  (feet) COMP
 EK0536  MODELED GRAVITY -    979,551.1   (mgal)                       NAVD 88
 EK0536
 EK0536  VERT ORDER      -  SECOND    CLASS 0
 EK0536
 EK0536.The horizontal coordinates were scaled from a map and have
 EK0536.an estimated accuracy of +/- 6 seconds.
 EK0536
 EK0536.The orthometric height was determined by differential leveling and
 EK0536.adjusted by the NATIONAL GEODETIC SURVEY
 EK0536.in June 1991.
 EK0536
 EK0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0536.GEOID18 height accuracy estimate available here.
 EK0536
 EK0536.Click photographs - Photos may exist for this station.
 EK0536
 EK0536.The dynamic height is computed by dividing the NAVD 88
 EK0536.geopotential number by the normal gravity value computed on the
 EK0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0536.degrees latitude (g = 980.6199 gals.).
 EK0536
 EK0536.The modeled gravity was interpolated from observed gravity values.
 EK0536
 EK0536;                    North         East    Units  Estimated Accuracy
 EK0536;SPC OK S     -   102,600.      809,790.      MT  (+/- 180 meters Scaled)
 EK0536
 EK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT492917(NAD 83)
 EK0536
 EK0536                          SUPERSEDED SURVEY CONTROL
 EK0536
 EK0536  NGVD 29 (??/??/92)  173.123  (m)          567.99   (f) ADJ UNCH    2 0
 EK0536
 EK0536.Superseded values are not recommended for survey control.
 EK0536
 EK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0536.See file dsdata.pdf to determine how the superseded data were derived.
 EK0536
 EK0536_MARKER: DB = BENCH MARK DISK
 EK0536_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0536_STAMPING: C 158 1934
 EK0536_MARK LOGO: CGS
 EK0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0536
 EK0536  HISTORY     - Date     Condition        Report By
 EK0536  HISTORY     - 1934     MONUMENTED       CGS
 EK0536  HISTORY     - 1956     MARK NOT FOUND   CGS
 EK0536
 EK0536                          STATION DESCRIPTION
 EK0536
 EK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0536'3.3 MI E FROM DARWIN.
 EK0536'3.3 MILES EAST OF DARWIN P.O. ALONG ST. HWY 19, ABOUT 0.1 MILE
 EK0536'EAST OF SUMMIT OF SHORT HILL, ABOUT 0.1 MILE WEST OF CONCRETE
 EK0536'HIGHWAY CULVERT WITH CABLE GUARD RAIL, 50 FEET SOUTH OF CENTERLINE
 EK0536'OF ST. HWY. 19, 14 FEET EAST OF OAK TREE 2.3 FEET IN DIAMETER
 EK0536'AT BASE, WITH SCAR 2.7 FT. ABOVE GROUND ON SIDE TOWARD HIGHWAY,
 EK0536'TABLET SET IN PRECAST CONCRETE POST.
 EK0536
 EK0536                          STATION RECOVERY (1956)
 EK0536
 EK0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EK0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0591 ***********************************************************************
 EK0591  DESIGNATION -  C 16
 EK0591  PID         -  EK0591
 EK0591  STATE/COUNTY-  OK/ATOKA
 EK0591  COUNTRY     -  US
 EK0591  USGS QUAD   -  LIMESTONE GAP (2019)
 EK0591
 EK0591                         *CURRENT SURVEY CONTROL
 EK0591  ______________________________________________________________________
 EK0591* NAD 83(1986) POSITION- 34 37 22.     (N) 095 57 42.     (W)   SCALED
 EK0591* NAVD 88 ORTHO HEIGHT -   197.784 (meters)      648.90  (feet) ADJUSTED
 EK0591  ______________________________________________________________________
 EK0591  GEOID HEIGHT    -        -29.227 (meters)                     GEOID18
 EK0591  DYNAMIC HEIGHT  -        197.581 (meters)      648.23  (feet) COMP
 EK0591  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 EK0591
 EK0591  VERT ORDER      -  FIRST     CLASS II
 EK0591
 EK0591.The horizontal coordinates were scaled from a map and have
 EK0591.an estimated accuracy of +/- 6 seconds.
 EK0591
 EK0591.The orthometric height was determined by differential leveling and
 EK0591.adjusted by the NATIONAL GEODETIC SURVEY
 EK0591.in June 1991.
 EK0591
 EK0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0591.GEOID18 height accuracy estimate available here.
 EK0591
 EK0591.Click photographs - Photos may exist for this station.
 EK0591
 EK0591.The dynamic height is computed by dividing the NAVD 88
 EK0591.geopotential number by the normal gravity value computed on the
 EK0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0591.degrees latitude (g = 980.6199 gals.).
 EK0591
 EK0591.The modeled gravity was interpolated from observed gravity values.
 EK0591
 EK0591;                    North         East    Units  Estimated Accuracy
 EK0591;SPC OK S     -   144,920.      786,900.      MT  (+/- 180 meters Scaled)
 EK0591
 EK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU284352(NAD 83)
 EK0591
 EK0591                          SUPERSEDED SURVEY CONTROL
 EK0591
 EK0591  NGVD 29 (??/??/92)  197.685  (m)          648.57   (f) ADJ UNCH    1 2
 EK0591
 EK0591.Superseded values are not recommended for survey control.
 EK0591
 EK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0591.See file dsdata.pdf to determine how the superseded data were derived.
 EK0591
 EK0591_MARKER: DB = BENCH MARK DISK
 EK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0591_STAMPING: C 16 1933
 EK0591_MARK LOGO: CGS
 EK0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0591+STABILITY: SURFACE MOTION
 EK0591
 EK0591  HISTORY     - Date     Condition        Report By
 EK0591  HISTORY     - 1933     MONUMENTED       CGS
 EK0591  HISTORY     - 1934     GOOD             CGS
 EK0591
 EK0591                          STATION DESCRIPTION
 EK0591
 EK0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0591'3.6 MI N FROM CHOCKIE.
 EK0591'3.6 MILES NORTH OF CHOCKIE, ON THE M-K-T RAILROAD, ABOUT 0.4
 EK0591'MILE SOUTH OF MILE POLE 590, 400 FEET NORTH OF SEMAPHORE MARKED
 EK0591'590.5, 75 FEET WEST OF THE TRACKS AND ABOUT 25 FEET EAST OF THE
 EK0591'RIGHT OF WAY FENCE.  ABOUT 2000 FEET SOUTH OF BRIDGE OVER WARDS
 EK0591'CREEK.  HIGHWAY BRIDGE OVER SAME CREEK MARKED BUCK CREEK.
 EK0591
 EK0591                          STATION RECOVERY (1934)
 EK0591
 EK0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0457 ***********************************************************************
 EK0457  DESIGNATION -  C 160
 EK0457  PID         -  EK0457
 EK0457  STATE/COUNTY-  OK/LATIMER
 EK0457  COUNTRY     -  US
 EK0457  USGS QUAD   -  WILBURTON (2018)
 EK0457
 EK0457                         *CURRENT SURVEY CONTROL
 EK0457  ______________________________________________________________________
 EK0457* NAD 83(1986) POSITION- 34 55 40.     (N) 095 20 00.     (W)   SCALED
 EK0457* NAVD 88 ORTHO HEIGHT -   199.980 (meters)      656.10  (feet) ADJUSTED
 EK0457  ______________________________________________________________________
 EK0457  GEOID HEIGHT    -        -31.118 (meters)                     GEOID18
 EK0457  DYNAMIC HEIGHT  -        199.775 (meters)      655.43  (feet) COMP
 EK0457  MODELED GRAVITY -    979,603.5   (mgal)                       NAVD 88
 EK0457
 EK0457  VERT ORDER      -  SECOND    CLASS 0
 EK0457
 EK0457.The horizontal coordinates were scaled from a map and have
 EK0457.an estimated accuracy of +/- 6 seconds.
 EK0457
 EK0457.The orthometric height was determined by differential leveling and
 EK0457.adjusted by the NATIONAL GEODETIC SURVEY
 EK0457.in June 1991.
 EK0457
 EK0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0457.GEOID18 height accuracy estimate available here.
 EK0457
 EK0457.Click photographs - Photos may exist for this station.
 EK0457
 EK0457.The dynamic height is computed by dividing the NAVD 88
 EK0457.geopotential number by the normal gravity value computed on the
 EK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0457.degrees latitude (g = 980.6199 gals.).
 EK0457
 EK0457.The modeled gravity was interpolated from observed gravity values.
 EK0457
 EK0457;                    North         East    Units  Estimated Accuracy
 EK0457;SPC OK S     -   180,080.      843,610.      MT  (+/- 180 meters Scaled)
 EK0457
 EK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU868675(NAD 83)
 EK0457
 EK0457                          SUPERSEDED SURVEY CONTROL
 EK0457
 EK0457  NGVD 29 (??/??/92)  199.864  (m)          655.72   (f) ADJ UNCH    2 0
 EK0457
 EK0457.Superseded values are not recommended for survey control.
 EK0457
 EK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0457.See file dsdata.pdf to determine how the superseded data were derived.
 EK0457
 EK0457_MARKER: DB = BENCH MARK DISK
 EK0457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0457_STAMPING: C 160 1934
 EK0457_MARK LOGO: CGS
 EK0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0457
 EK0457  HISTORY     - Date     Condition        Report By
 EK0457  HISTORY     - 1934     MONUMENTED       CGS
 EK0457
 EK0457                          STATION DESCRIPTION
 EK0457
 EK0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0457'1.8 MI W FROM WILBURTON.
 EK0457'1.8 MILE WEST OF, ALONG ST. HWY 2, 195 FEET WEST OF WATER PUMP
 EK0457'ON LARGE SQUARE CONCRETE PLATFORM, 108 FEET SOUTH OF CENTERLINE OF
 EK0457'STATE HWY. 2, 66 FEET SOUTH OF CATTLE GUARD FOR MAIN ROAD INTO
 EK0457'INDIAN RESERVATION, 24 FEET WEST OF CENTERLINE OF MAIN ROAD.
 EK0457'TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0629 ***********************************************************************
 FH0629  DESIGNATION -  C 161
 FH0629  PID         -  FH0629
 FH0629  STATE/COUNTY-  OK/MUSKOGEE
 FH0629  COUNTRY     -  US
 FH0629  USGS QUAD   -  WARNER (2018)
 FH0629
 FH0629                         *CURRENT SURVEY CONTROL
 FH0629  ______________________________________________________________________
 FH0629* NAD 83(1986) POSITION- 35 27 39.     (N) 095 17 14.     (W)   SCALED
 FH0629* NAVD 88 ORTHO HEIGHT -   162.841 (meters)      534.25  (feet) ADJUSTED
 FH0629  ______________________________________________________________________
 FH0629  GEOID HEIGHT    -        -29.950 (meters)                     GEOID18
 FH0629  DYNAMIC HEIGHT  -        162.689 (meters)      533.76  (feet) COMP
 FH0629  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FH0629
 FH0629  VERT ORDER      -  SECOND    CLASS 0
 FH0629
 FH0629.The horizontal coordinates were scaled from a map and have
 FH0629.an estimated accuracy of +/- 6 seconds.
 FH0629
 FH0629.The orthometric height was determined by differential leveling and
 FH0629.adjusted by the NATIONAL GEODETIC SURVEY
 FH0629.in June 1991.
 FH0629
 FH0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0629.GEOID18 height accuracy estimate available here.
 FH0629
 FH0629.Click photographs - Photos may exist for this station.
 FH0629
 FH0629.The dynamic height is computed by dividing the NAVD 88
 FH0629.geopotential number by the normal gravity value computed on the
 FH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0629.degrees latitude (g = 980.6199 gals.).
 FH0629
 FH0629.The modeled gravity was interpolated from observed gravity values.
 FH0629
 FH0629;                    North         East    Units  Estimated Accuracy
 FH0629;SPC OK N     -    54,570.      846,220.      MT  (+/- 180 meters Scaled)
 FH0629
 FH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV924265(NAD 83)
 FH0629
 FH0629                          SUPERSEDED SURVEY CONTROL
 FH0629
 FH0629  NGVD 29 (??/??/92)  162.733  (m)          533.90   (f) ADJ UNCH    2 0
 FH0629
 FH0629.Superseded values are not recommended for survey control.
 FH0629
 FH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0629.See file dsdata.pdf to determine how the superseded data were derived.
 FH0629
 FH0629_MARKER: DB = BENCH MARK DISK
 FH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0629_STAMPING: C 161 1934
 FH0629_MARK LOGO: CGS
 FH0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0629+STABILITY: SURFACE MOTION
 FH0629
 FH0629  HISTORY     - Date     Condition        Report By
 FH0629  HISTORY     - 1934     MONUMENTED       CGS
 FH0629  HISTORY     - 1960     GOOD             CGS
 FH0629  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0629
 FH0629                          STATION DESCRIPTION
 FH0629
 FH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0629'2 MI SE FROM WARNER.
 FH0629'2.0 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0629'STATION AT WARNER, MUSKOGEE COUNTY, ABOUT 700 FEET NORTHWEST
 FH0629'OF MILEPOST 75, ABOUT 1750 FEET NORTHWEST OF WOODEN TRESTLE
 FH0629'74.9, 48.7 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND
 FH0629'13.2 FEET NORTHEAST OF A TELEPHONE POLE.  NOTE-- 0.5 MILE
 FH0629'SOUTHEAST OF AN UNDERPASS ON STATE HIGHWAY 2, SOUTHEAST OF A
 FH0629'POINT WHERE THE HIGHWAY BEARS NORTHWEST AWAY FROM THE RAILROAD
 FH0629'AND ABOUT 150 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2.
 FH0629
 FH0629                          STATION RECOVERY (1984)
 FH0629
 FH0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0629'NOT RECOVERED, POSSIBLY REMOVED WHEN POWERLINE POLE WAS REMOVED AND
 FH0629'GOLF COURSE WAS CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0516 ***********************************************************************
 FH0516  DESIGNATION -  C 162
 FH0516  PID         -  FH0516
 FH0516  STATE/COUNTY-  OK/CHEROKEE
 FH0516  COUNTRY     -  US
 FH0516  USGS QUAD   -  FORT GIBSON DAM (2019)
 FH0516
 FH0516                         *CURRENT SURVEY CONTROL
 FH0516  ______________________________________________________________________
 FH0516* NAD 83(1986) POSITION- 35 51 16.     (N) 095 13 41.     (W)   SCALED
 FH0516* NAVD 88 ORTHO HEIGHT -   158.795 (meters)      520.98  (feet) ADJUSTED
 FH0516  ______________________________________________________________________
 FH0516  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 FH0516  DYNAMIC HEIGHT  -        158.652 (meters)      520.51  (feet) COMP
 FH0516  MODELED GRAVITY -    979,731.3   (mgal)                       NAVD 88
 FH0516
 FH0516  VERT ORDER      -  SECOND    CLASS 0
 FH0516
 FH0516.The horizontal coordinates were scaled from a map and have
 FH0516.an estimated accuracy of +/- 6 seconds.
 FH0516
 FH0516.The orthometric height was determined by differential leveling and
 FH0516.adjusted by the NATIONAL GEODETIC SURVEY
 FH0516.in June 1991.
 FH0516
 FH0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0516.GEOID18 height accuracy estimate available here.
 FH0516
 FH0516.Click photographs - Photos may exist for this station.
 FH0516
 FH0516.The dynamic height is computed by dividing the NAVD 88
 FH0516.geopotential number by the normal gravity value computed on the
 FH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0516.degrees latitude (g = 980.6199 gals.).
 FH0516
 FH0516.The modeled gravity was interpolated from observed gravity values.
 FH0516
 FH0516;                    North         East    Units  Estimated Accuracy
 FH0516;SPC OK N     -    98,380.      850,340.      MT  (+/- 180 meters Scaled)
 FH0516
 FH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV988700(NAD 83)
 FH0516
 FH0516                          SUPERSEDED SURVEY CONTROL
 FH0516
 FH0516  NGVD 29 (??/??/92)  158.681  (m)          520.61   (f) ADJ UNCH    2 0
 FH0516
 FH0516.Superseded values are not recommended for survey control.
 FH0516
 FH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0516.See file dsdata.pdf to determine how the superseded data were derived.
 FH0516
 FH0516_MARKER: DB = BENCH MARK DISK
 FH0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0516_STAMPING: C 162 1934
 FH0516_MARK LOGO: CGS
 FH0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0516
 FH0516  HISTORY     - Date     Condition        Report By
 FH0516  HISTORY     - 1934     MONUMENTED       CGS
 FH0516  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0516
 FH0516                          STATION DESCRIPTION
 FH0516
 FH0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0516'4 MI N FROM FORT GIBSON.
 FH0516'4.0 MILES NORTH OF, ALONG ST. LOUIS AND SAN FRANCISCO RY. FROM
 FH0516'RY INTERSECTION.  ABOUT 1050 FEET SOUTH OF MILE POLE 443, 900
 FH0516'FEET SOUTH OF POWER LINE SUB-STATION, 625 FEET NORTH OF EAGLES
 FH0516'CLUB FLAG STOP, 105 FEET NORTHWEST OF CENTER OF PYRAMIDAL
 FH0516'ROCK 15 FT. SQUARE AND 15 FT. HIGH, BETWEEN RY. AND RIVER, 75
 FH0516'FEET EAST OF RIVER BANK, 52 FEET WEST OF CENTERLINE OF S.L. AND
 FH0516'S.F.RY.  TABLET SET IN PRECAST CONCRETE POST.
 FH0516
 FH0516                          STATION RECOVERY (1960)
 FH0516
 FH0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0516'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0150 ***********************************************************************
 GG0150  DESIGNATION -  C 163
 GG0150  PID         -  GG0150
 GG0150  STATE/COUNTY-  OK/DELAWARE
 GG0150  COUNTRY     -  US
 GG0150  USGS QUAD   -  LAKE EUCHA EAST (2018)
 GG0150
 GG0150                         *CURRENT SURVEY CONTROL
 GG0150  ______________________________________________________________________
 GG0150* NAD 83(1986) POSITION- 36 21 34.     (N) 094 48 36.     (W)   SCALED
 GG0150* NAVD 88 ORTHO HEIGHT -   242.465 (meters)      795.49  (feet) ADJUSTED
 GG0150  ______________________________________________________________________
 GG0150  GEOID HEIGHT    -        -28.761 (meters)                     GEOID18
 GG0150  DYNAMIC HEIGHT  -        242.253 (meters)      794.79  (feet) COMP
 GG0150  MODELED GRAVITY -    979,753.4   (mgal)                       NAVD 88
 GG0150
 GG0150  VERT ORDER      -  SECOND    CLASS 0
 GG0150
 GG0150.The horizontal coordinates were scaled from a map and have
 GG0150.an estimated accuracy of +/- 6 seconds.
 GG0150
 GG0150.The orthometric height was determined by differential leveling and
 GG0150.adjusted by the NATIONAL GEODETIC SURVEY
 GG0150.in June 1991.
 GG0150
 GG0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0150.GEOID18 height accuracy estimate available here.
 GG0150
 GG0150.Click photographs - Photos may exist for this station.
 GG0150
 GG0150.The dynamic height is computed by dividing the NAVD 88
 GG0150.geopotential number by the normal gravity value computed on the
 GG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0150.degrees latitude (g = 980.6199 gals.).
 GG0150
 GG0150.The modeled gravity was interpolated from observed gravity values.
 GG0150
 GG0150;                    North         East    Units  Estimated Accuracy
 GG0150;SPC OK N     -   155,540.      886,250.      MT  (+/- 180 meters Scaled)
 GG0150
 GG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA376253(NAD 83)
 GG0150
 GG0150                          SUPERSEDED SURVEY CONTROL
 GG0150
 GG0150  NGVD 29 (??/??/92)  242.327  (m)          795.03   (f) ADJ UNCH    2 0
 GG0150
 GG0150.Superseded values are not recommended for survey control.
 GG0150
 GG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0150.See file dsdata.pdf to determine how the superseded data were derived.
 GG0150
 GG0150_MARKER: DB = BENCH MARK DISK
 GG0150_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0150_STAMPING: C 163 1934
 GG0150_MARK LOGO: CGS
 GG0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0150
 GG0150  HISTORY     - Date     Condition        Report By
 GG0150  HISTORY     - 1934     MONUMENTED       CGS
 GG0150  HISTORY     - 1960     GOOD             CGS
 GG0150  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0150
 GG0150                          STATION DESCRIPTION
 GG0150
 GG0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0150'5.5 MI S FROM JAY.
 GG0150'THIS MARK RECOVERED ON A FORMER SECTION OF STATE HIGHWAY 10.
 GG0150'REACHED FROM JUNCTION OF STATE HIGHWAYS 10 AND 20 AND U.S. HIGHWAY
 GG0150'59, ABOUT 1.7 MILES SOUTHWEST OF JAY, BY GOING SOUTH ON U.S. 59
 GG0150'AND STATE HIGHWAY 10 FOR ABOUT 1.7 MILES TO A SERVICE STATION ON
 GG0150'THE RIGHT, CONTINUE ON HIGHWAY FOR 0.3 MILE TO FORKS, TAKE LEFT
 GG0150'FORK ON GRAVEL ROAD FOR 1.6 MILES TO MARK ON LEFT.  IT IS ABOUT
 GG0150'0.1 MILE SOUTH OF A FORK, ABOUT 30 FEET EAST OF A GATE AND IN AN
 GG0150'OPEN PASTURE.
 GG0150
 GG0150                          STATION RECOVERY (1991)
 GG0150
 GG0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0167 ***********************************************************************
 GG0167  DESIGNATION -  C 164
 GG0167  PID         -  GG0167
 GG0167  STATE/COUNTY-  OK/CHEROKEE
 GG0167  COUNTRY     -  US
 GG0167  USGS QUAD   -  CHEWEY (2019)
 GG0167
 GG0167                         *CURRENT SURVEY CONTROL
 GG0167  ______________________________________________________________________
 GG0167* NAD 83(2011) POSITION- 36 05 03.78208(N) 094 51 35.13838(W)   ADJUSTED
 GG0167* NAD 83(2011) ELLIP HT-   218.216 (meters)        (11/20/23)   ADJUSTED
 GG0167* NAD 83(2011) EPOCH   -  2010.00
 GG0167* NAVD 88 ORTHO HEIGHT -   246.894 (meters)      810.02  (feet) ADJUSTED
 GG0167  ______________________________________________________________________
 GG0167  GEOID HEIGHT    -        -28.710 (meters)                     GEOID18
 GG0167  NAD 83(2011) X  -   -437,196.966 (meters)                     COMP
 GG0167  NAD 83(2011) Y  - -5,142,113.600 (meters)                     COMP
 GG0167  NAD 83(2011) Z  -  3,735,891.149 (meters)                     COMP
 GG0167  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 GG0167  DYNAMIC HEIGHT  -        246.677 (meters)      809.31  (feet) COMP
 GG0167  MODELED GRAVITY -    979,749.1   (mgal)                       NAVD 88
 GG0167
 GG0167  VERT ORDER      -  SECOND    CLASS 0
 GG0167
 GG0167  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0167  Standards:
 GG0167         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0167            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0167  -------------------------------------------------------------------
 GG0167  NETWORK    0.73   1.63           0.32   0.27   0.83      0.02825674
 GG0167  -------------------------------------------------------------------
 GG0167  Click here for local accuracies and other accuracy information.
 GG0167
 GG0167.The horizontal coordinates were established by GPS observations
 GG0167.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0167
 GG0167.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0167.been affixed to the stable North American tectonic plate. See 
 GG0167.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0167
 GG0167.The horizontal coordinates are valid at the epoch date displayed above
 GG0167.which is a decimal equivalence of Year/Month/Day.
 GG0167
 GG0167.The orthometric height was determined by differential leveling and
 GG0167.adjusted by the NATIONAL GEODETIC SURVEY
 GG0167.in June 1991.
 GG0167
 GG0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0167.GEOID18 height accuracy estimate available here.
 GG0167
 GG0167.Click photographs - Photos may exist for this station.
 GG0167
 GG0167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0167
 GG0167.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0167
 GG0167.The ellipsoidal height was determined by GPS observations
 GG0167.and is referenced to NAD 83.
 GG0167
 GG0167.The dynamic height is computed by dividing the NAVD 88
 GG0167.geopotential number by the normal gravity value computed on the
 GG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0167.degrees latitude (g = 980.6199 gals.).
 GG0167
 GG0167.The modeled gravity was interpolated from observed gravity values.
 GG0167
 GG0167. The following values were computed from the NAD 83(2011) position.
 GG0167
 GG0167;                    North         East     Units Scale Factor Converg.
 GG0167;SPC OK N     -   124,888.720   882,769.163   MT  0.99994645   +1 51 11.5
 GG0167;SPC OK N     -   409,739.08  2,896,218.50   sFT  0.99994645   +1 51 11.5
 GG0167;UTM  15      - 3,994,908.835   332,553.858   MT  0.99994548   -1 05 44.2
 GG0167
 GG0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0167!SPC OK N     -   0.99996575  x   0.99994645  =   0.99991220
 GG0167!UTM  15      -   0.99996575  x   0.99994548  =   0.99991123
 GG0167
 GG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3255394908(NAD 83)
 GG0167
 GG0167                          SUPERSEDED SURVEY CONTROL
 GG0167
 GG0167  NGVD 29 (??/??/92)  246.760  (m)          809.58   (f) ADJ UNCH    2 0
 GG0167
 GG0167.Superseded values are not recommended for survey control.
 GG0167
 GG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0167.See file dsdata.pdf to determine how the superseded data were derived.
 GG0167
 GG0167_MARKER: DB = BENCH MARK DISK
 GG0167_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0167_STAMPING: C 164 1934
 GG0167_MARK LOGO: CGS
 GG0167_PROJECTION: PROJECTING 15 CENTIMETERS
 GG0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0167
 GG0167  HISTORY     - Date     Condition        Report By
 GG0167  HISTORY     - 1934     MONUMENTED       CGS
 GG0167  HISTORY     - 1960     GOOD             CGS
 GG0167  HISTORY     - 20000104 GOOD             OKDOT
 GG0167  HISTORY     - 20231010 GOOD             OKDOT
 GG0167
 GG0167                          STATION DESCRIPTION
 GG0167
 GG0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0167'AT SCRAPER.
 GG0167'THIS MARK RECOVERED ABOUT 0.2 MILE SOUTHWEST OF A SERVICE STATION
 GG0167'IN THE SMALL SETTLEMENT OF SCRAPER, ABOUT 65 FEET NORTH OF AN
 GG0167'OAK TREE THAT IS ABOUT 5 FEET IN DIAMETER AT THE BASE, ABOUT
 GG0167'40 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2 1/2 FEET
 GG0167'NORTHEAST OF A POWERLINE POLE.  THE SCRAPER POST OFFICE HAS
 GG0167'BEEN REMOVED.
 GG0167
 GG0167                          STATION RECOVERY (2000)
 GG0167
 GG0167'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (WLT)
 GG0167'RECOVERED AS DESCRIBED.
 GG0167
 GG0167                          STATION RECOVERY (2023)
 GG0167
 GG0167'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0167'MARK RECOVERED IN GOOD CONDITION BY OKDOT WITH NEW DESCRIPTION AS
 GG0167'FOLLOWS.
 GG0167'
 GG0167'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF LEACH,
 GG0167'6.6 MI (10.6 KM) NORTHEAST OF MOODYS AND 5.3 MI (8.5 KM)
 GG0167'WEST-SOUTHWEST OF CHEWEY.
 GG0167'
 GG0167'TO REACH THE MARK FROM THE INTERSECTION OF US-59 AND SH-10 GO SOUTH,
 GG0167'APPROXIMATELY 11.4 MI (18.3 KM).  THE MARK IS APPROXIMATELY 0.6 MI
 GG0167'(1.0 KM) FROM N4580 RD.
 GG0167'
 GG0167'THE MARK IS APPROXIMATELY 55 FT (16.8 M) SOUTHEAST OF SH 10 AND
 GG0167'APPROXIMATELY 2.5 FT (0.8 M) EAST-SOUTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0429 ***********************************************************************
 FH0429  DESIGNATION -  C 165
 FH0429  PID         -  FH0429
 FH0429  STATE/COUNTY-  OK/ADAIR
 FH0429  COUNTRY     -  US
 FH0429  USGS QUAD   -  CHRISTIE (2019)
 FH0429
 FH0429                         *CURRENT SURVEY CONTROL
 FH0429  ______________________________________________________________________
 FH0429* NAD 83(1986) POSITION- 35 57 43.     (N) 094 43 23.     (W)   SCALED
 FH0429* NAVD 88 ORTHO HEIGHT -   242.898 (meters)      796.91  (feet) ADJUSTED
 FH0429  ______________________________________________________________________
 FH0429  GEOID HEIGHT    -        -28.712 (meters)                     GEOID18
 FH0429  DYNAMIC HEIGHT  -        242.681 (meters)      796.20  (feet) COMP
 FH0429  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 FH0429
 FH0429  VERT ORDER      -  SECOND    CLASS 0
 FH0429
 FH0429.The horizontal coordinates were scaled from a map and have
 FH0429.an estimated accuracy of +/- 6 seconds.
 FH0429
 FH0429.The orthometric height was determined by differential leveling and
 FH0429.adjusted by the NATIONAL GEODETIC SURVEY
 FH0429.in June 1991.
 FH0429
 FH0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0429.GEOID18 height accuracy estimate available here.
 FH0429
 FH0429.Click photographs - Photos may exist for this station.
 FH0429
 FH0429.The dynamic height is computed by dividing the NAVD 88
 FH0429.geopotential number by the normal gravity value computed on the
 FH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0429.degrees latitude (g = 980.6199 gals.).
 FH0429
 FH0429.The modeled gravity was interpolated from observed gravity values.
 FH0429
 FH0429;                    North         East    Units  Estimated Accuracy
 FH0429;SPC OK N     -   111,720.      895,530.      MT  (+/- 180 meters Scaled)
 FH0429
 FH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV446810(NAD 83)
 FH0429
 FH0429                          SUPERSEDED SURVEY CONTROL
 FH0429
 FH0429  NGVD 29 (??/??/92)  242.752  (m)          796.43   (f) ADJ UNCH    2 0
 FH0429
 FH0429.Superseded values are not recommended for survey control.
 FH0429
 FH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0429.See file dsdata.pdf to determine how the superseded data were derived.
 FH0429
 FH0429_MARKER: DB = BENCH MARK DISK
 FH0429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0429_STAMPING: C 165 1934
 FH0429_MARK LOGO: CGS
 FH0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0429
 FH0429  HISTORY     - Date     Condition        Report By
 FH0429  HISTORY     - 1934     MONUMENTED       CGS
 FH0429  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0429
 FH0429                          STATION DESCRIPTION
 FH0429
 FH0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0429'2.1 MI W FROM CHRISTIE.
 FH0429'2.1 MILES WEST OF, ALONG S.L. AND S.F.RY. FROM STATION.  47.8 FEET
 FH0429'NORTHEAST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY, 39.6
 FH0429'FEET NORTH OF NORTHEAST END OF METAL PIPE CULVERT UNDER RAILWAY,
 FH0429'27 FEET WEST OF NORTH-SOUTH ROAD CROSSING, 17.4 FEET NORTH OF
 FH0429'MILEPOST 396-15, 3 FEET WEST OF EAST CORNER OF R/W FENCE.  TABLET
 FH0429'SET IN PRECAST CONCRETE POST.
 FH0429
 FH0429                          STATION RECOVERY (1972)
 FH0429
 FH0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0640 ***********************************************************************
 EK0640  DESIGNATION -  C 166
 EK0640  PID         -  EK0640
 EK0640  STATE/COUNTY-  OK/PITTSBURG
 EK0640  COUNTRY     -  US
 EK0640  USGS QUAD   -  HAYWOOD (2018)
 EK0640
 EK0640                         *CURRENT SURVEY CONTROL
 EK0640  ______________________________________________________________________
 EK0640* NAD 83(1986) POSITION- 34 53 31.9    (N) 095 55 02.5    (W)   HD_HELD2
 EK0640* NAVD 88 ORTHO HEIGHT -   207.940 (meters)      682.22  (feet) ADJUSTED
 EK0640  ______________________________________________________________________
 EK0640  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 EK0640  DYNAMIC HEIGHT  -        207.731 (meters)      681.53  (feet) COMP
 EK0640  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 EK0640
 EK0640  VERT ORDER      -  SECOND    CLASS 0
 EK0640
 EK0640.The horizontal coordinates were established by autonomous hand held GPS
 EK0640.observations and have an estimated accuracy of +/- 10 meters.
 EK0640
 EK0640.The orthometric height was determined by differential leveling and
 EK0640.adjusted by the NATIONAL GEODETIC SURVEY
 EK0640.in June 1991.
 EK0640
 EK0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0640.GEOID18 height accuracy estimate available here.
 EK0640
 EK0640.Click photographs - Photos may exist for this station.
 EK0640
 EK0640.The dynamic height is computed by dividing the NAVD 88
 EK0640.geopotential number by the normal gravity value computed on the
 EK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0640.degrees latitude (g = 980.6199 gals.).
 EK0640
 EK0640.The modeled gravity was interpolated from observed gravity values.
 EK0640
 EK0640;                    North         East    Units  Estimated Accuracy
 EK0640;SPC OK S     -   174,880.      790,346.      MT  (+/- 10 meters HH2 GPS)
 EK0640
 EK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3339764972(NAD 83)
 EK0640
 EK0640                          SUPERSEDED SURVEY CONTROL
 EK0640
 EK0640  NGVD 29 (??/??/92)  207.836  (m)          681.88   (f) ADJ UNCH    2 0
 EK0640
 EK0640.Superseded values are not recommended for survey control.
 EK0640
 EK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0640.See file dsdata.pdf to determine how the superseded data were derived.
 EK0640
 EK0640_MARKER: DB = BENCH MARK DISK
 EK0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0640_SP_SET: ABUTMENT
 EK0640_STAMPING: C 166 1934
 EK0640_MARK LOGO: CGS
 EK0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0640
 EK0640  HISTORY     - Date     Condition        Report By
 EK0640  HISTORY     - 1934     MONUMENTED       CGS
 EK0640
 EK0640                          STATION DESCRIPTION
 EK0640
 EK0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0640'1.9 MI E FROM HAYWOOD.
 EK0640'1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EK0640'FROM THE STATION AT HAYWOOD, PITTSBURG COUNTY, 0.3 MILE EAST
 EK0640'OF MILEPOST 376, AT BRIDGE 3757, IN THE TOP OF THE SOUTH END
 EK0640'OF THE EAST ABUTMENT, 1 FOOT NORTH OF THE TOP OF THE SLOPE, 7.8
 EK0640'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN
 EK0640'THE TRACK.  A STANDARD DISK, STAMPED C 166 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0396 ***********************************************************************
 EK0396  DESIGNATION -  C 167
 EK0396  PID         -  EK0396
 EK0396  STATE/COUNTY-  OK/LE FLORE
 EK0396  COUNTRY     -  US
 EK0396  USGS QUAD   -  HEAVENER (2018)
 EK0396
 EK0396                         *CURRENT SURVEY CONTROL
 EK0396  ______________________________________________________________________
 EK0396* NAD 83(1986) POSITION- 34 58 15.     (N) 094 35 57.     (W)   SCALED
 EK0396* NAVD 88 ORTHO HEIGHT -   157.493 (meters)      516.71  (feet) ADJUSTED
 EK0396  ______________________________________________________________________
 EK0396  GEOID HEIGHT    -        -31.506 (meters)                     GEOID18
 EK0396  DYNAMIC HEIGHT  -        157.332 (meters)      516.18  (feet) COMP
 EK0396  MODELED GRAVITY -    979,606.5   (mgal)                       NAVD 88
 EK0396
 EK0396  VERT ORDER      -  SECOND    CLASS 0
 EK0396
 EK0396.The horizontal coordinates were scaled from a map and have
 EK0396.an estimated accuracy of +/- 6 seconds.
 EK0396
 EK0396.The orthometric height was determined by differential leveling and
 EK0396.adjusted by the NATIONAL GEODETIC SURVEY
 EK0396.in June 1991.
 EK0396
 EK0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0396.GEOID18 height accuracy estimate available here.
 EK0396
 EK0396.Click photographs - Photos may exist for this station.
 EK0396
 EK0396.The dynamic height is computed by dividing the NAVD 88
 EK0396.geopotential number by the normal gravity value computed on the
 EK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0396.degrees latitude (g = 980.6199 gals.).
 EK0396
 EK0396.The modeled gravity was interpolated from observed gravity values.
 EK0396
 EK0396;                    North         East    Units  Estimated Accuracy
 EK0396;SPC OK S     -   186,870.      910,490.      MT  (+/- 180 meters Scaled)
 EK0396
 EK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU540709(NAD 83)
 EK0396
 EK0396                          SUPERSEDED SURVEY CONTROL
 EK0396
 EK0396  NGVD 29 (??/??/92)  157.392  (m)          516.38   (f) ADJ UNCH    2 0
 EK0396
 EK0396.Superseded values are not recommended for survey control.
 EK0396
 EK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0396.See file dsdata.pdf to determine how the superseded data were derived.
 EK0396
 EK0396_MARKER: DB = BENCH MARK DISK
 EK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0396_STAMPING: C 167 1934
 EK0396_MARK LOGO: CGS
 EK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0396+STABILITY: SURFACE MOTION
 EK0396
 EK0396  HISTORY     - Date     Condition        Report By
 EK0396  HISTORY     - 1934     MONUMENTED       CGS
 EK0396  HISTORY     - 1959     GOOD             CGS
 EK0396
 EK0396                          STATION DESCRIPTION
 EK0396
 EK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0396'2.3 MI E FROM HOWE.
 EK0396'ABOUT 2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0396'RAILWAY FROM THE STATION AT HOWE, LE FLORE COUNTY, 24.5 FEET
 EK0396'NORTHEAST OF MILEPOST 293+20, ABOUT 300 FEET SOUTHEAST OF A
 EK0396'YELLOW FARMHOUSE WITH A GREEN ROOF, ABOUT 200 FEET NORTHWEST
 EK0396'OF THE WEST END OF A STONE WALL ON THE SOUTH SIDE OF A SECTION
 EK0396'ROAD, AT A SECTION ROAD CROSSING, 31.5 FEET NORTH OF THE
 EK0396'CENTER LINE OF THE ROAD, 49 FEET NORTHWEST OF THE CENTER LINE
 EK0396'OF THE TRACK, 39.8 FEET SOUTHWEST OF THE RIGHT-OF-WAY CROSS
 EK0396'FENCE, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 EK0396'STANDARD DISK, STAMPED C 167 1934 AND SET IN THE TOP OF A
 EK0396'CONCRETE POST.
 EK0396
 EK0396                          STATION RECOVERY (1959)
 EK0396
 EK0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0378 ***********************************************************************
 EK0378  DESIGNATION -  C 168
 EK0378  PID         -  EK0378
 EK0378  STATE/COUNTY-  OK/LE FLORE
 EK0378  COUNTRY     -  US
 EK0378  USGS QUAD   -  HEAVENER (2018)
 EK0378
 EK0378                         *CURRENT SURVEY CONTROL
 EK0378  ______________________________________________________________________
 EK0378* NAD 83(1986) POSITION- 34 56 02.     (N) 094 37 11.     (W)   SCALED
 EK0378* NAVD 88 ORTHO HEIGHT -   159.447 (meters)      523.12  (feet) ADJUSTED
 EK0378  ______________________________________________________________________
 EK0378  GEOID HEIGHT    -        -31.568 (meters)                     GEOID18
 EK0378  DYNAMIC HEIGHT  -        159.283 (meters)      522.58  (feet) COMP
 EK0378  MODELED GRAVITY -    979,604.7   (mgal)                       NAVD 88
 EK0378
 EK0378  VERT ORDER      -  SECOND    CLASS 0
 EK0378
 EK0378.The horizontal coordinates were scaled from a map and have
 EK0378.an estimated accuracy of +/- 6 seconds.
 EK0378
 EK0378.The orthometric height was determined by differential leveling and
 EK0378.adjusted by the NATIONAL GEODETIC SURVEY
 EK0378.in June 1991.
 EK0378
 EK0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0378.GEOID18 height accuracy estimate available here.
 EK0378
 EK0378.Click photographs - Photos may exist for this station.
 EK0378
 EK0378.The dynamic height is computed by dividing the NAVD 88
 EK0378.geopotential number by the normal gravity value computed on the
 EK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0378.degrees latitude (g = 980.6199 gals.).
 EK0378
 EK0378.The modeled gravity was interpolated from observed gravity values.
 EK0378
 EK0378;                    North         East    Units  Estimated Accuracy
 EK0378;SPC OK S     -   182,710.      908,760.      MT  (+/- 180 meters Scaled)
 EK0378
 EK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU520669(NAD 83)
 EK0378
 EK0378                          SUPERSEDED SURVEY CONTROL
 EK0378
 EK0378  NGVD 29 (??/??/92)  159.343  (m)          522.78   (f) ADJ UNCH    2 0
 EK0378
 EK0378.Superseded values are not recommended for survey control.
 EK0378
 EK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0378.See file dsdata.pdf to determine how the superseded data were derived.
 EK0378
 EK0378_MARKER: DB = BENCH MARK DISK
 EK0378_SETTING: 66 = SET IN ROCK OUTCROP
 EK0378_STAMPING: C 168 1934
 EK0378_MARK LOGO: CGS
 EK0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0378+STABILITY: POSITION/ELEVATION WELL
 EK0378
 EK0378  HISTORY     - Date     Condition        Report By
 EK0378  HISTORY     - 1934     MONUMENTED       CGS
 EK0378  HISTORY     - 1977     MARK NOT FOUND   USGS
 EK0378
 EK0378                          STATION DESCRIPTION
 EK0378
 EK0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0378'1.7 MI S FROM HOWE.
 EK0378'1.7 MILES SOUTH OF RY. STATION, ALONG K.C.S.RY.  BRONZE TABLET
 EK0378'SET IN STONE LEDGE, ABOUT 0.5 MILE SOUTH OF RAILROAD TRESTLE
 EK0378'A-335, ABOUT 0.2 MILE SOUTH OF HOWE SOUTH YARD LIMIT SIGN,
 EK0378'465 FEET SOUTH OF POINT WHERE RAILROAD ENTERS NORTH END OF
 EK0378'DEEP ROCK CUT AND SIGN BOARD WX, 87 FEET NORTHEAST OF TELEGRAPH
 EK0378'POLE INDICATING 100 CAR LENGTHS, 11 FEET WEST OF CENTERLINE
 EK0378'OF KANSAS CITY SOUTHERN R.R. TRACK, EVEN WITH TOP OF RAILS.
 EK0378
 EK0378                          STATION RECOVERY (1977)
 EK0378
 EK0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0324 ***********************************************************************
 EK0324  DESIGNATION -  C 169
 EK0324  PID         -  EK0324
 EK0324  STATE/COUNTY-  OK/MCCURTAIN
 EK0324  COUNTRY     -  US
 EK0324  USGS QUAD   -  WATSON (2018)
 EK0324
 EK0324                         *CURRENT SURVEY CONTROL
 EK0324  ______________________________________________________________________
 EK0324* NAD 83(1986) POSITION- 34 26 01.     (N) 094 32 05.     (W)   SCALED
 EK0324* NAVD 88 ORTHO HEIGHT -   281.433 (meters)      923.33  (feet) ADJUSTED
 EK0324  ______________________________________________________________________
 EK0324  GEOID HEIGHT    -        -30.285 (meters)                     GEOID18
 EK0324  DYNAMIC HEIGHT  -        281.130 (meters)      922.34  (feet) COMP
 EK0324  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 EK0324
 EK0324  VERT ORDER      -  SECOND    CLASS 0
 EK0324
 EK0324.The horizontal coordinates were scaled from a map and have
 EK0324.an estimated accuracy of +/- 6 seconds.
 EK0324
 EK0324.The orthometric height was determined by differential leveling and
 EK0324.adjusted by the NATIONAL GEODETIC SURVEY
 EK0324.in June 1991.
 EK0324
 EK0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0324.GEOID18 height accuracy estimate available here.
 EK0324
 EK0324.Click photographs - Photos may exist for this station.
 EK0324
 EK0324.The dynamic height is computed by dividing the NAVD 88
 EK0324.geopotential number by the normal gravity value computed on the
 EK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0324.degrees latitude (g = 980.6199 gals.).
 EK0324
 EK0324.The modeled gravity was interpolated from observed gravity values.
 EK0324
 EK0324;                    North         East    Units  Estimated Accuracy
 EK0324;SPC OK S     -   127,510.      918,420.      MT  (+/- 180 meters Scaled)
 EK0324
 EK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU589113(NAD 83)
 EK0324
 EK0324                          SUPERSEDED SURVEY CONTROL
 EK0324
 EK0324  NGVD 29 (??/??/92)  281.359  (m)          923.09   (f) ADJ UNCH    2 0
 EK0324
 EK0324.Superseded values are not recommended for survey control.
 EK0324
 EK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0324.See file dsdata.pdf to determine how the superseded data were derived.
 EK0324
 EK0324_MARKER: DB = BENCH MARK DISK
 EK0324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0324_STAMPING: C 169 1934
 EK0324_MARK LOGO: CGS
 EK0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0324
 EK0324  HISTORY     - Date     Condition        Report By
 EK0324  HISTORY     - 1934     MONUMENTED       CGS
 EK0324  HISTORY     - 1956     MARK NOT FOUND   USGS
 EK0324
 EK0324                          STATION DESCRIPTION
 EK0324
 EK0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0324'7.6 MI E FROM SMITHVILLE.
 EK0324'7.6 MILES EAST OF, ALONG ST. HWY 21 90 FEET SOUTH OF WILL BARTON
 EK0324'LOG FARM HOUSE, 66 FEET SOUTH OF SLAT FENCE IN FRONT OF LOG
 EK0324'HOUSE, 36 FEET NORTH OF CENTERLINE OF STATE HWY. 21, 7.3 FEET
 EK0324'NORTH OF SOUTHWEST POLE FENCE CORNER, 2.5 FT. WEST OF POLE
 EK0324'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0324
 EK0324                          STATION RECOVERY (1956)
 EK0324
 EK0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0008 ***********************************************************************
 FK0008  DESIGNATION -  C 171
 FK0008  PID         -  FK0008
 FK0008  STATE/COUNTY-  OK/CANADIAN
 FK0008  COUNTRY     -  US
 FK0008  USGS QUAD   -  FORT RENO (2018)
 FK0008
 FK0008                         *CURRENT SURVEY CONTROL
 FK0008  ______________________________________________________________________
 FK0008* NAD 83(1986) POSITION- 35 36 08.     (N) 098 06 52.     (W)   SCALED
 FK0008* NAVD 88 ORTHO HEIGHT -   417.270 (meters)     1368.99  (feet) ADJUSTED
 FK0008  ______________________________________________________________________
 FK0008  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FK0008  DYNAMIC HEIGHT  -        416.867 (meters)     1367.67  (feet) COMP
 FK0008  MODELED GRAVITY -    979,657.4   (mgal)                       NAVD 88
 FK0008
 FK0008  VERT ORDER      -  FIRST     CLASS II
 FK0008
 FK0008.The horizontal coordinates were scaled from a map and have
 FK0008.an estimated accuracy of +/- 6 seconds.
 FK0008
 FK0008.The orthometric height was determined by differential leveling and
 FK0008.adjusted by the NATIONAL GEODETIC SURVEY
 FK0008.in June 1991.
 FK0008
 FK0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0008.GEOID18 height accuracy estimate available here.
 FK0008
 FK0008.Click photographs - Photos may exist for this station.
 FK0008
 FK0008.The dynamic height is computed by dividing the NAVD 88
 FK0008.geopotential number by the normal gravity value computed on the
 FK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0008.degrees latitude (g = 980.6199 gals.).
 FK0008
 FK0008.The modeled gravity was interpolated from observed gravity values.
 FK0008
 FK0008;                    North         East    Units  Estimated Accuracy
 FK0008;SPC OK N     -    66,830.      589,630.      MT  (+/- 180 meters Scaled)
 FK0008
 FK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE802401(NAD 83)
 FK0008
 FK0008                          SUPERSEDED SURVEY CONTROL
 FK0008
 FK0008  NGVD 29 (??/??/92)  417.092  (m)         1368.41   (f) ADJ UNCH    1 2
 FK0008
 FK0008.Superseded values are not recommended for survey control.
 FK0008
 FK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0008.See file dsdata.pdf to determine how the superseded data were derived.
 FK0008
 FK0008_MARKER: DB = BENCH MARK DISK
 FK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0008_STAMPING: C 171 1953
 FK0008_MARK LOGO: CGS
 FK0008_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0008+STABILITY: SURFACE MOTION
 FK0008
 FK0008  HISTORY     - Date     Condition        Report By
 FK0008  HISTORY     - 1953     MONUMENTED       CGS
 FK0008
 FK0008                          STATION DESCRIPTION
 FK0008
 FK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0008'10.4 MI W FROM EL RENO.
 FK0008'10.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0008'RAILROAD FROM THE STATION AT EL RENO, 0.2 MILE EAST OF THE
 FK0008'ABANDONED STATION AT CALUMET, 20.5 FEET EAST OF MILEPOST 523,
 FK0008'43.7 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET NORTH OF A FENCE,
 FK0008'3.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0008'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0033 ***********************************************************************
 FK0033  DESIGNATION -  C 172
 FK0033  PID         -  FK0033
 FK0033  STATE/COUNTY-  OK/CADDO
 FK0033  COUNTRY     -  US
 FK0033  USGS QUAD   -  BRIDGEPORT (2018)
 FK0033
 FK0033                         *CURRENT SURVEY CONTROL
 FK0033  ______________________________________________________________________
 FK0033* NAD 83(1986) POSITION- 35 32 53.     (N) 098 24 09.     (W)   SCALED
 FK0033* NAVD 88 ORTHO HEIGHT -   440.388 (meters)     1444.84  (feet) ADJUSTED
 FK0033  ______________________________________________________________________
 FK0033  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 FK0033  DYNAMIC HEIGHT  -        439.953 (meters)     1443.41  (feet) COMP
 FK0033  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 FK0033
 FK0033  VERT ORDER      -  FIRST     CLASS II
 FK0033
 FK0033.The horizontal coordinates were scaled from a map and have
 FK0033.an estimated accuracy of +/- 6 seconds.
 FK0033
 FK0033.The orthometric height was determined by differential leveling and
 FK0033.adjusted by the NATIONAL GEODETIC SURVEY
 FK0033.in June 1991.
 FK0033
 FK0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0033.GEOID18 height accuracy estimate available here.
 FK0033
 FK0033.Click photographs - Photos may exist for this station.
 FK0033
 FK0033.The dynamic height is computed by dividing the NAVD 88
 FK0033.geopotential number by the normal gravity value computed on the
 FK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0033.degrees latitude (g = 980.6199 gals.).
 FK0033
 FK0033.The modeled gravity was interpolated from observed gravity values.
 FK0033
 FK0033;                    North         East    Units  Estimated Accuracy
 FK0033;SPC OK S     -   245,750.      563,500.      MT  (+/- 180 meters Scaled)
 FK0033
 FK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE541339(NAD 83)
 FK0033
 FK0033                          SUPERSEDED SURVEY CONTROL
 FK0033
 FK0033  NGVD 29 (??/??/92)  440.197  (m)         1444.21   (f) ADJ UNCH    1 2
 FK0033
 FK0033.Superseded values are not recommended for survey control.
 FK0033
 FK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0033.See file dsdata.pdf to determine how the superseded data were derived.
 FK0033
 FK0033_MARKER: DB = BENCH MARK DISK
 FK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0033_STAMPING: C 172 1953
 FK0033_MARK LOGO: CGS
 FK0033_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0033+STABILITY: SURFACE MOTION
 FK0033
 FK0033  HISTORY     - Date     Condition        Report By
 FK0033  HISTORY     - 1953     MONUMENTED       CGS
 FK0033
 FK0033                          STATION DESCRIPTION
 FK0033
 FK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0033'1 MI W FROM BRIDGEPORT.
 FK0033'1.0 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0033'FROM THE STATION AT BRIDGEPORT, 0.1 MILE EAST OF A RAILROAD
 FK0033'TRESTLE, 0.1 MILE NORTHEAST OF A FARMHOUSE, 49 FEET SOUTH OF THE
 FK0033'SOUTH RAIL, 6 FEET WEST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH
 FK0033'OF A FENCE, 2.8 FEET EAST OF A WITNESS POST, 5 FEET ABOVE THE
 FK0033'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0033'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0174 ***********************************************************************
 FK0174  DESIGNATION -  C 173
 FK0174  PID         -  FK0174
 FK0174  STATE/COUNTY-  OK/CUSTER
 FK0174  COUNTRY     -  US
 FK0174  USGS QUAD   -  WEATHERFORD (2018)
 FK0174
 FK0174                         *CURRENT SURVEY CONTROL
 FK0174  ______________________________________________________________________
 FK0174* NAD 83(1986) POSITION- 35 32 01.     (N) 098 39 31.     (W)   SCALED
 FK0174* NAVD 88 ORTHO HEIGHT -   479.594 (meters)     1573.47  (feet) ADJUSTED
 FK0174  ______________________________________________________________________
 FK0174  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 FK0174  DYNAMIC HEIGHT  -        479.119 (meters)     1571.91  (feet) COMP
 FK0174  MODELED GRAVITY -    979,628.0   (mgal)                       NAVD 88
 FK0174
 FK0174  VERT ORDER      -  FIRST     CLASS II
 FK0174
 FK0174.The horizontal coordinates were scaled from a map and have
 FK0174.an estimated accuracy of +/- 6 seconds.
 FK0174
 FK0174.The orthometric height was determined by differential leveling and
 FK0174.adjusted by the NATIONAL GEODETIC SURVEY
 FK0174.in June 1991.
 FK0174
 FK0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0174.GEOID18 height accuracy estimate available here.
 FK0174
 FK0174.Click photographs - Photos may exist for this station.
 FK0174
 FK0174.The dynamic height is computed by dividing the NAVD 88
 FK0174.geopotential number by the normal gravity value computed on the
 FK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0174.degrees latitude (g = 980.6199 gals.).
 FK0174
 FK0174.The modeled gravity was interpolated from observed gravity values.
 FK0174
 FK0174;                    North         East    Units  Estimated Accuracy
 FK0174;SPC OK N     -    59,410.      540,270.      MT  (+/- 180 meters Scaled)
 FK0174
 FK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE309322(NAD 83)
 FK0174
 FK0174                          SUPERSEDED SURVEY CONTROL
 FK0174
 FK0174  NGVD 29 (??/??/92)  479.390  (m)         1572.80   (f) ADJ UNCH    1 2
 FK0174
 FK0174.Superseded values are not recommended for survey control.
 FK0174
 FK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0174.See file dsdata.pdf to determine how the superseded data were derived.
 FK0174
 FK0174_MARKER: DB = BENCH MARK DISK
 FK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0174_STAMPING: C 173 1953
 FK0174_MARK LOGO: CGS
 FK0174_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0174+STABILITY: SURFACE MOTION
 FK0174
 FK0174  HISTORY     - Date     Condition        Report By
 FK0174  HISTORY     - 1953     MONUMENTED       CGS
 FK0174  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0174
 FK0174                          STATION DESCRIPTION
 FK0174
 FK0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0174'3.2 MI NE FROM WEATHERFORD.
 FK0174'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0174'RAILROAD FROM THE STATION AT WEATHERFORD, THENCE 0.3 MILE NORTH
 FK0174'ALONG A DIRT TRACK ROAD, 17 FEET WEST OF THE CENTER LINE OF
 FK0174'A DIRT TRACK ROAD, 0.25 MILE SOUTH OF U.S. HIGHWAY 66, 0.35
 FK0174'MILE NORTH OF RAILROAD TRESTLE 5599, 2 FEET EAST OF A FENCE,
 FK0174'4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0174'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0174
 FK0174                          STATION RECOVERY (1984)
 FK0174
 FK0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0306 ***********************************************************************
 FK0306  DESIGNATION -  C 174
 FK0306  PID         -  FK0306
 FK0306  STATE/COUNTY-  OK/CUSTER
 FK0306  COUNTRY     -  US
 FK0306  USGS QUAD   -  DILL CITY NE (2018)
 FK0306
 FK0306                         *CURRENT SURVEY CONTROL
 FK0306  ______________________________________________________________________
 FK0306* NAD 83(1986) POSITION- 35 28 50.     (N) 099 06 56.     (W)   SCALED
 FK0306* NAVD 88 ORTHO HEIGHT -   480.891 (meters)     1577.72  (feet) ADJUSTED
 FK0306  ______________________________________________________________________
 FK0306  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 FK0306  DYNAMIC HEIGHT  -        480.401 (meters)     1576.12  (feet) COMP
 FK0306  MODELED GRAVITY -    979,600.0   (mgal)                       NAVD 88
 FK0306
 FK0306  VERT ORDER      -  FIRST     CLASS II
 FK0306
 FK0306.The horizontal coordinates were scaled from a map and have
 FK0306.an estimated accuracy of +/- 6 seconds.
 FK0306
 FK0306.The orthometric height was determined by differential leveling and
 FK0306.adjusted by the NATIONAL GEODETIC SURVEY
 FK0306.in June 1991.
 FK0306
 FK0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0306.GEOID18 height accuracy estimate available here.
 FK0306
 FK0306.Click photographs - Photos may exist for this station.
 FK0306
 FK0306.The dynamic height is computed by dividing the NAVD 88
 FK0306.geopotential number by the normal gravity value computed on the
 FK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0306.degrees latitude (g = 980.6199 gals.).
 FK0306
 FK0306.The modeled gravity was interpolated from observed gravity values.
 FK0306
 FK0306;                    North         East    Units  Estimated Accuracy
 FK0306;SPC OK N     -    53,900.      498,760.      MT  (+/- 180 meters Scaled)
 FK0306
 FK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME895263(NAD 83)
 FK0306
 FK0306                          SUPERSEDED SURVEY CONTROL
 FK0306
 FK0306  NGVD 29 (??/??/92)  480.671  (m)         1577.00   (f) ADJ UNCH    1 2
 FK0306
 FK0306.Superseded values are not recommended for survey control.
 FK0306
 FK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0306.See file dsdata.pdf to determine how the superseded data were derived.
 FK0306
 FK0306_MARKER: DB = BENCH MARK DISK
 FK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0306_STAMPING: C 174 1953
 FK0306_MARK LOGO: CGS
 FK0306_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0306+STABILITY: SURFACE MOTION
 FK0306
 FK0306  HISTORY     - Date     Condition        Report By
 FK0306  HISTORY     - 1953     MONUMENTED       CGS
 FK0306
 FK0306                          STATION DESCRIPTION
 FK0306
 FK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0306'3.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0306'RAILROAD FROM THE STATION AT FOSS, 6 POLES NORTHEAST OF MILEPOST
 FK0306'591, 3 RAILS NORTHEAST OF A GRAVELED ROAD CROSSING, 44.5 FEET
 FK0306'SOUTHEAST OF THE SOUTHEAST RAIL, 2.6 FEET NORTHWEST OF A FENCE,
 FK0306'2.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FK0306'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0347 ***********************************************************************
 FK0347  DESIGNATION -  C 175
 FK0347  PID         -  FK0347
 FK0347  STATE/COUNTY-  OK/BECKHAM
 FK0347  COUNTRY     -  US
 FK0347  USGS QUAD   -  ELK CITY (2018)
 FK0347
 FK0347                         *CURRENT SURVEY CONTROL
 FK0347  ______________________________________________________________________
 FK0347* NAD 83(1986) POSITION- 35 24 00.     (N) 099 26 28.     (W)   SCALED
 FK0347* NAVD 88 ORTHO HEIGHT -   604.468 (meters)     1983.16  (feet) ADJUSTED
 FK0347  ______________________________________________________________________
 FK0347  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 FK0347  DYNAMIC HEIGHT  -        603.835 (meters)     1981.08  (feet) COMP
 FK0347  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 FK0347
 FK0347  VERT ORDER      -  FIRST     CLASS II
 FK0347
 FK0347.The horizontal coordinates were scaled from a map and have
 FK0347.an estimated accuracy of +/- 6 seconds.
 FK0347
 FK0347.The orthometric height was determined by differential leveling and
 FK0347.adjusted by the NATIONAL GEODETIC SURVEY
 FK0347.in June 1991.
 FK0347
 FK0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0347.GEOID18 height accuracy estimate available here.
 FK0347
 FK0347.Click photographs - Photos may exist for this station.
 FK0347
 FK0347.The dynamic height is computed by dividing the NAVD 88
 FK0347.geopotential number by the normal gravity value computed on the
 FK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0347.degrees latitude (g = 980.6199 gals.).
 FK0347
 FK0347.The modeled gravity was interpolated from observed gravity values.
 FK0347
 FK0347;                    North         East    Units  Estimated Accuracy
 FK0347;SPC OK S     -   230,190.      469,090.      MT  (+/- 180 meters Scaled)
 FK0347
 FK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME599174(NAD 83)
 FK0347
 FK0347                          SUPERSEDED SURVEY CONTROL
 FK0347
 FK0347  NGVD 29 (??/??/92)  604.208  (m)         1982.31   (f) ADJ UNCH    1 2
 FK0347
 FK0347.Superseded values are not recommended for survey control.
 FK0347
 FK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0347.See file dsdata.pdf to determine how the superseded data were derived.
 FK0347
 FK0347_MARKER: DB = BENCH MARK DISK
 FK0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0347_SP_SET: BRIDGE ABUTMENT
 FK0347_STAMPING: C 175 1953
 FK0347_MARK LOGO: CGS
 FK0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0347
 FK0347  HISTORY     - Date     Condition        Report By
 FK0347  HISTORY     - 1953     MONUMENTED       CGS
 FK0347
 FK0347                          STATION DESCRIPTION
 FK0347
 FK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0347'2.6 MI SW FROM ELK CITY.
 FK0347'2.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0347'RAILROAD FROM THE STATION AT ELK CITY, 4 POLES NORTHEAST OF
 FK0347'MILEPOST 612, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE
 FK0347'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 FK0347'BRIDGE 6119.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0409 ***********************************************************************
 FK0409  DESIGNATION -  C 176
 FK0409  PID         -  FK0409
 FK0409  STATE/COUNTY-  OK/BECKHAM
 FK0409  COUNTRY     -  US
 FK0409  USGS QUAD   -  SAYRE (2018)
 FK0409
 FK0409                         *CURRENT SURVEY CONTROL
 FK0409  ______________________________________________________________________
 FK0409* NAD 83(1986) POSITION- 35 17 17.     (N) 099 39 12.     (W)   SCALED
 FK0409* NAVD 88 ORTHO HEIGHT -   554.292 (meters)     1818.54  (feet) ADJUSTED
 FK0409  ______________________________________________________________________
 FK0409  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 FK0409  DYNAMIC HEIGHT  -        553.719 (meters)     1816.66  (feet) COMP
 FK0409  MODELED GRAVITY -    979,582.3   (mgal)                       NAVD 88
 FK0409
 FK0409  VERT ORDER      -  FIRST     CLASS II
 FK0409
 FK0409.The horizontal coordinates were scaled from a map and have
 FK0409.an estimated accuracy of +/- 6 seconds.
 FK0409
 FK0409.The orthometric height was determined by differential leveling and
 FK0409.adjusted by the NATIONAL GEODETIC SURVEY
 FK0409.in June 1991.
 FK0409
 FK0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0409.GEOID18 height accuracy estimate available here.
 FK0409
 FK0409.Click photographs - Photos may exist for this station.
 FK0409
 FK0409.The dynamic height is computed by dividing the NAVD 88
 FK0409.geopotential number by the normal gravity value computed on the
 FK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0409.degrees latitude (g = 980.6199 gals.).
 FK0409
 FK0409.The modeled gravity was interpolated from observed gravity values.
 FK0409
 FK0409;                    North         East    Units  Estimated Accuracy
 FK0409;SPC OK S     -   218,060.      449,610.      MT  (+/- 180 meters Scaled)
 FK0409
 FK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME405051(NAD 83)
 FK0409
 FK0409                          SUPERSEDED SURVEY CONTROL
 FK0409
 FK0409  NGVD 29 (??/??/92)  554.068  (m)         1817.80   (f) ADJ UNCH    1 2
 FK0409
 FK0409.Superseded values are not recommended for survey control.
 FK0409
 FK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0409.See file dsdata.pdf to determine how the superseded data were derived.
 FK0409
 FK0409_MARKER: DB = BENCH MARK DISK
 FK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0409_STAMPING: C 176 1953
 FK0409_MARK LOGO: CGS
 FK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0409+STABILITY: SURFACE MOTION
 FK0409
 FK0409  HISTORY     - Date     Condition        Report By
 FK0409  HISTORY     - 1953     MONUMENTED       CGS
 FK0409
 FK0409                          STATION DESCRIPTION
 FK0409
 FK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0409'0.9 MI SW FROM SAYRE.
 FK0409'0.9 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0409'RAILROAD FROM THE STATION AT SAYRE, 10 POLES SOUTHWEST OF
 FK0409'MILEPOST 627, 145 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FK0409'MAIN TRACK, 62 FEET SOUTHEAST OF A SWITCH STAND, 22 FEET
 FK0409'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2.7 FEET NORTHWEST
 FK0409'OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 FK0409'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0437 ***********************************************************************
 FK0437  DESIGNATION -  C 177
 FK0437  PID         -  FK0437
 FK0437  STATE/COUNTY-  OK/BECKHAM
 FK0437  COUNTRY     -  US
 FK0437  USGS QUAD   -  TEXOLA (2018)
 FK0437
 FK0437                         *CURRENT SURVEY CONTROL
 FK0437  ______________________________________________________________________
 FK0437* NAD 83(1986) POSITION- 35 13 44.     (N) 099 57 52.     (W)   SCALED
 FK0437* NAVD 88 ORTHO HEIGHT -   641.382 (meters)     2104.27  (feet) ADJUSTED
 FK0437  ______________________________________________________________________
 FK0437  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 FK0437  DYNAMIC HEIGHT  -        640.730 (meters)     2102.13  (feet) COMP
 FK0437  MODELED GRAVITY -    979,595.8   (mgal)                       NAVD 88
 FK0437
 FK0437  VERT ORDER      -  FIRST     CLASS II
 FK0437
 FK0437.The horizontal coordinates were scaled from a map and have
 FK0437.an estimated accuracy of +/- 6 seconds.
 FK0437
 FK0437.The orthometric height was determined by differential leveling and
 FK0437.adjusted by the NATIONAL GEODETIC SURVEY
 FK0437.in June 1991.
 FK0437
 FK0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0437.GEOID18 height accuracy estimate available here.
 FK0437
 FK0437.Click photographs - Photos may exist for this station.
 FK0437
 FK0437.The dynamic height is computed by dividing the NAVD 88
 FK0437.geopotential number by the normal gravity value computed on the
 FK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0437.degrees latitude (g = 980.6199 gals.).
 FK0437
 FK0437.The modeled gravity was interpolated from observed gravity values.
 FK0437
 FK0437;                    North         East    Units  Estimated Accuracy
 FK0437;SPC OK S     -   212,010.      421,180.      MT  (+/- 180 meters Scaled)
 FK0437
 FK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD122988(NAD 83)
 FK0437
 FK0437                          SUPERSEDED SURVEY CONTROL
 FK0437
 FK0437  NGVD 29 (??/??/92)  641.145  (m)         2103.49   (f) ADJ UNCH    1 2
 FK0437
 FK0437.Superseded values are not recommended for survey control.
 FK0437
 FK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0437.See file dsdata.pdf to determine how the superseded data were derived.
 FK0437
 FK0437_MARKER: DB = BENCH MARK DISK
 FK0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0437_STAMPING: C 177 1953
 FK0437_MARK LOGO: CGS
 FK0437_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0437+STABILITY: SURFACE MOTION
 FK0437
 FK0437  HISTORY     - Date     Condition        Report By
 FK0437  HISTORY     - 1953     MONUMENTED       CGS
 FK0437  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0437
 FK0437                          STATION DESCRIPTION
 FK0437
 FK0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0437'1.8 MI E FROM TEXOLA.
 FK0437'1.75 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0437'RAILROAD FROM THE STATION AT TEXOLA, 113 FEET NORTHEAST OF THE
 FK0437'CENTER OF A ROAD CROSSING, 43 FEET NORTH OF THE NORTH RAIL, 19.4
 FK0437'FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST,
 FK0437'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FK0437'THE GROUND.
 FK0437
 FK0437                          STATION RECOVERY (1987)
 FK0437
 FK0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0509 ***********************************************************************
 GH0509  DESIGNATION -  C 180
 GH0509  PID         -  GH0509
 GH0509  STATE/COUNTY-  OK/GRANT
 GH0509  COUNTRY     -  US
 GH0509  USGS QUAD   -  WAKITA SE (2018)
 GH0509
 GH0509                         *CURRENT SURVEY CONTROL
 GH0509  ______________________________________________________________________
 GH0509* NAD 83(1986) POSITION- 36 49 54.     (N) 097 46 55.     (W)   SCALED
 GH0509* NAVD 88 ORTHO HEIGHT -   330.852 (meters)     1085.47  (feet) ADJUSTED
 GH0509  ______________________________________________________________________
 GH0509  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 GH0509  DYNAMIC HEIGHT  -        330.576 (meters)     1084.56  (feet) COMP
 GH0509  MODELED GRAVITY -    979,788.0   (mgal)                       NAVD 88
 GH0509
 GH0509  VERT ORDER      -  FIRST     CLASS II
 GH0509
 GH0509.The horizontal coordinates were scaled from a map and have
 GH0509.an estimated accuracy of +/- 6 seconds.
 GH0509
 GH0509.The orthometric height was determined by differential leveling and
 GH0509.adjusted by the NATIONAL GEODETIC SURVEY
 GH0509.in June 1991.
 GH0509
 GH0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0509.GEOID18 height accuracy estimate available here.
 GH0509
 GH0509.Click photographs - Photos may exist for this station.
 GH0509
 GH0509.The dynamic height is computed by dividing the NAVD 88
 GH0509.geopotential number by the normal gravity value computed on the
 GH0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0509.degrees latitude (g = 980.6199 gals.).
 GH0509
 GH0509.The modeled gravity was interpolated from observed gravity values.
 GH0509
 GH0509;                    North         East    Units  Estimated Accuracy
 GH0509;SPC OK N     -   203,260.      619,450.      MT  (+/- 180 meters Scaled)
 GH0509
 GH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF086768(NAD 83)
 GH0509
 GH0509                          SUPERSEDED SURVEY CONTROL
 GH0509
 GH0509  NGVD 29 (??/??/92)  330.734  (m)         1085.08   (f) ADJ UNCH    1 2
 GH0509
 GH0509.Superseded values are not recommended for survey control.
 GH0509
 GH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0509.See file dsdata.pdf to determine how the superseded data were derived.
 GH0509
 GH0509_MARKER: DB = BENCH MARK DISK
 GH0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0509_STAMPING: C 180 1953
 GH0509_MARK LOGO: CGS
 GH0509_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0509+STABILITY: SURFACE MOTION
 GH0509
 GH0509  HISTORY     - Date     Condition        Report By
 GH0509  HISTORY     - 1953     MONUMENTED       CGS
 GH0509  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0509
 GH0509                          STATION DESCRIPTION
 GH0509
 GH0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0509'2.3 MI SE FROM CLYDE.
 GH0509'2.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0509'RAILROAD FROM THE STATION SIGN AT CLYDE, 5 POLES SOUTHEAST OF A
 GH0509'ROAD CROSSING, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET
 GH0509'SOUTHEAST OF A TELEPHONE POLE, 2.6 FEET NORTHEAST OF A FENCE,
 GH0509'2.6 FEET SOUTHEAST OF A WITNESS POST, 1.1 MILES NORTHWEST OF BENCH
 GH0509'MARK B 180, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0509'0.5 FOOT ABOVE THE GROUND.
 GH0509
 GH0509                          STATION RECOVERY (1985)
 GH0509
 GH0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0509'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0499 ***********************************************************************
 GH0499  DESIGNATION -  C 181
 GH0499  PID         -  GH0499
 GH0499  STATE/COUNTY-  OK/GRANT
 GH0499  COUNTRY     -  US
 GH0499  USGS QUAD   -  WAKITA SE (2018)
 GH0499
 GH0499                         *CURRENT SURVEY CONTROL
 GH0499  ______________________________________________________________________
 GH0499* NAD 83(1986) POSITION- 36 46 02.     (N) 097 45 32.     (W)   SCALED
 GH0499* NAVD 88 ORTHO HEIGHT -   327.367 (meters)     1074.04  (feet) ADJUSTED
 GH0499  ______________________________________________________________________
 GH0499  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 GH0499  DYNAMIC HEIGHT  -        327.092 (meters)     1073.13  (feet) COMP
 GH0499  MODELED GRAVITY -    979,784.9   (mgal)                       NAVD 88
 GH0499
 GH0499  VERT ORDER      -  FIRST     CLASS II
 GH0499
 GH0499.The horizontal coordinates were scaled from a map and have
 GH0499.an estimated accuracy of +/- 6 seconds.
 GH0499
 GH0499.The orthometric height was determined by differential leveling and
 GH0499.adjusted by the NATIONAL GEODETIC SURVEY
 GH0499.in June 1991.
 GH0499
 GH0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0499.GEOID18 height accuracy estimate available here.
 GH0499
 GH0499.Click photographs - Photos may exist for this station.
 GH0499
 GH0499.The dynamic height is computed by dividing the NAVD 88
 GH0499.geopotential number by the normal gravity value computed on the
 GH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0499.degrees latitude (g = 980.6199 gals.).
 GH0499
 GH0499.The modeled gravity was interpolated from observed gravity values.
 GH0499
 GH0499;                    North         East    Units  Estimated Accuracy
 GH0499;SPC OK N     -   196,110.      621,530.      MT  (+/- 180 meters Scaled)
 GH0499
 GH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF107697(NAD 83)
 GH0499
 GH0499                          SUPERSEDED SURVEY CONTROL
 GH0499
 GH0499  NGVD 29 (??/??/92)  327.226  (m)         1073.57   (f) SUPERSEDED  1 2
 GH0499  NGVD 29 (04/22/92)  327.226  (m)         1073.57   (f) ADJUSTED    1 2
 GH0499
 GH0499.Superseded values are not recommended for survey control.
 GH0499
 GH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0499.See file dsdata.pdf to determine how the superseded data were derived.
 GH0499
 GH0499_MARKER: DB = BENCH MARK DISK
 GH0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0499_STAMPING: C 181 1953
 GH0499_MARK LOGO: CGS
 GH0499_PROJECTION: PROJECTING 13 CENTIMETERS
 GH0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0499+STABILITY: SURFACE MOTION
 GH0499
 GH0499  HISTORY     - Date     Condition        Report By
 GH0499  HISTORY     - 1953     MONUMENTED       CGS
 GH0499  HISTORY     - 1985     GOOD             NGS
 GH0499
 GH0499                          STATION DESCRIPTION
 GH0499
 GH0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0499'3.1 MI SW FROM MEDFORD.
 GH0499'3.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0499'RAILROAD FROM THE STATION AT MEDFORD, AT A ROAD CROSSING, 3
 GH0499'POLES NORTHEAST OF MILEPOST 315, 41 FEET SOUTH OF THE CENTER
 GH0499'LINE OF AN EAST AND WEST ROAD, 113 FEET SOUTHEAST OF THE CENTER
 GH0499'LINE OF U.S. HIGHWAY 81, 31.8 FEET NORTHWEST OF THE NORTHWEST
 GH0499'RAIL, 7 FEET SOUTHWEST OF A TELEPHONE POLE, 3.7 FEET NORTHEAST
 GH0499'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0499'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0499
 GH0499                          STATION RECOVERY (1985)
 GH0499
 GH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0499'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.3 KM (3.3
 GH0499'MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0499'ROUTE 11 AT MEDFORD, 3 POLES NORTHEAST OF RAILROAD MILEPOLE 315, 34.4
 GH0499'METERS (113 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.8 METERS (32
 GH0499'FT) NORTHWEST OF THE NORTHWEST RAIL, 12.5 METERS (41 FT) SOUTH OF THE
 GH0499'CENTER OF AN EAST-WEST ROAD AND 2.1 METERS (7 FT) SOUTHWEST OF A POWER
 GH0499'POLE.
 GH0499'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0499'THE MARK IS 0.9 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0243 ***********************************************************************
 GH0243  DESIGNATION -  C 182
 GH0243  PID         -  GH0243
 GH0243  STATE/COUNTY-  OK/KAY
 GH0243  COUNTRY     -  US
 GH0243  USGS QUAD   -  KILDARE (2018)
 GH0243
 GH0243                         *CURRENT SURVEY CONTROL
 GH0243  ______________________________________________________________________
 GH0243* NAD 83(1986) POSITION- 36 51 59.     (N) 097 01 37.     (W)   SCALED
 GH0243* NAVD 88 ORTHO HEIGHT -   345.411 (meters)     1133.24  (feet) ADJUSTED
 GH0243  ______________________________________________________________________
 GH0243  GEOID HEIGHT    -        -29.013 (meters)                     GEOID18
 GH0243  DYNAMIC HEIGHT  -        345.115 (meters)     1132.26  (feet) COMP
 GH0243  MODELED GRAVITY -    979,766.8   (mgal)                       NAVD 88
 GH0243
 GH0243  VERT ORDER      -  SECOND    CLASS 0
 GH0243
 GH0243.The horizontal coordinates were scaled from a map and have
 GH0243.an estimated accuracy of +/- 6 seconds.
 GH0243
 GH0243.The orthometric height was determined by differential leveling and
 GH0243.adjusted by the NATIONAL GEODETIC SURVEY
 GH0243.in June 1991.
 GH0243
 GH0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0243.GEOID18 height accuracy estimate available here.
 GH0243
 GH0243.Click photographs - Photos may exist for this station.
 GH0243
 GH0243.The dynamic height is computed by dividing the NAVD 88
 GH0243.geopotential number by the normal gravity value computed on the
 GH0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0243.degrees latitude (g = 980.6199 gals.).
 GH0243
 GH0243.The modeled gravity was interpolated from observed gravity values.
 GH0243
 GH0243;                    North         East    Units  Estimated Accuracy
 GH0243;SPC OK N     -   207,530.      686,770.      MT  (+/- 180 meters Scaled)
 GH0243
 GH0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF758818(NAD 83)
 GH0243
 GH0243                          SUPERSEDED SURVEY CONTROL
 GH0243
 GH0243  NGVD 29 (??/??/92)  345.284  (m)         1132.82   (f) ADJ UNCH    2 0
 GH0243
 GH0243.Superseded values are not recommended for survey control.
 GH0243
 GH0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0243.See file dsdata.pdf to determine how the superseded data were derived.
 GH0243
 GH0243_MARKER: DB = BENCH MARK DISK
 GH0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0243_STAMPING: C 182 1953
 GH0243_MARK LOGO: CGS
 GH0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0243+STABILITY: SURFACE MOTION
 GH0243
 GH0243  HISTORY     - Date     Condition        Report By
 GH0243  HISTORY     - 1953     MONUMENTED       CGS
 GH0243
 GH0243                          STATION DESCRIPTION
 GH0243
 GH0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0243'2.7 MI SE FROM NEWKIRK.
 GH0243'1.3 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 GH0243'NEWKIRK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 GH0243'MILE SOUTHEAST ALONG A GRAVELED ROAD, 2.5 FEET SOUTHWEST OF THE
 GH0243'NORTHWEST CORNER OF A CONCRETE BLOCK HANGAR AT THE NEWKIRK
 GH0243'MUNICIPAL COUNTRY CLUB AND AIRPORT, SET IN THE TOP OF A CONCRETE
 GH0243'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0449 ***********************************************************************
 GH0449  DESIGNATION -  C 183
 GH0449  PID         -  GH0449
 GH0449  STATE/COUNTY-  OK/GARFIELD
 GH0449  COUNTRY     -  US
 GH0449  USGS QUAD   -  ENID EAST (2018)
 GH0449
 GH0449                         *CURRENT SURVEY CONTROL
 GH0449  ______________________________________________________________________
 GH0449* NAD 83(1986) POSITION- 36 22 50.     (N) 097 47 04.     (W)   SCALED
 GH0449* NAVD 88 ORTHO HEIGHT -   354.394 (meters)     1162.71  (feet) ADJUSTED
 GH0449  ______________________________________________________________________
 GH0449  GEOID HEIGHT    -        -27.843 (meters)                     GEOID18
 GH0449  DYNAMIC HEIGHT  -        354.081 (meters)     1161.68  (feet) COMP
 GH0449  MODELED GRAVITY -    979,741.1   (mgal)                       NAVD 88
 GH0449
 GH0449  VERT ORDER      -  FIRST     CLASS II
 GH0449
 GH0449.This mark is at Enid Woodring Municipal Airport (WDG)
 GH0449
 GH0449.The horizontal coordinates were scaled from a map and have
 GH0449.an estimated accuracy of +/- 6 seconds.
 GH0449
 GH0449.The orthometric height was determined by differential leveling and
 GH0449.adjusted by the NATIONAL GEODETIC SURVEY
 GH0449.in June 1991.
 GH0449
 GH0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0449.GEOID18 height accuracy estimate available here.
 GH0449
 GH0449.Click photographs - Photos may exist for this station.
 GH0449
 GH0449.The dynamic height is computed by dividing the NAVD 88
 GH0449.geopotential number by the normal gravity value computed on the
 GH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0449.degrees latitude (g = 980.6199 gals.).
 GH0449
 GH0449.The modeled gravity was interpolated from observed gravity values.
 GH0449
 GH0449;                    North         East    Units  Estimated Accuracy
 GH0449;SPC OK N     -   153,200.      619,340.      MT  (+/- 180 meters Scaled)
 GH0449
 GH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF090268(NAD 83)
 GH0449
 GH0449                          SUPERSEDED SURVEY CONTROL
 GH0449
 GH0449  NGVD 29 (??/??/92)  354.259  (m)         1162.26   (f) ADJ UNCH    1 2
 GH0449
 GH0449.Superseded values are not recommended for survey control.
 GH0449
 GH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0449.See file dsdata.pdf to determine how the superseded data were derived.
 GH0449
 GH0449_MARKER: DB = BENCH MARK DISK
 GH0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0449_SP_SET: BUILDING
 GH0449_STAMPING: C 183 1953
 GH0449_MARK LOGO: CGS
 GH0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0449
 GH0449  HISTORY     - Date     Condition        Report By
 GH0449  HISTORY     - 1953     MONUMENTED       CGS
 GH0449  HISTORY     - 1974     GOOD             NGS
 GH0449  HISTORY     - 1978     GOOD             NGS
 GH0449
 GH0449                          STATION DESCRIPTION
 GH0449
 GH0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0449'5.5 MI SE FROM ENID.
 GH0449'4.7 MILES EAST ALONG U.S. HIGHWAY 64 AND STATE HIGHWAY 15
 GH0449'FROM ITS JUNCTION WITH U.S. HIGHWAY 81 AT ENID, THENCE 0.8
 GH0449'MILE SOUTHEAST ALONG AN OILED ROAD, AT THE WOODRING AIRPORT,
 GH0449'6.2 FEET SOUTHWEST OF THE EAST CORNER OF THE ADMINISTRATION
 GH0449'BUILDING, 3.0 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 GH0449'SOUTHEAST BRICK WALL OF THE BUILDING.
 GH0449
 GH0449                          STATION RECOVERY (1974)
 GH0449
 GH0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GH0449'RECOVERED IN GOOD CONDITION.
 GH0449
 GH0449                          STATION RECOVERY (1978)
 GH0449
 GH0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 GH0449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0466 ***********************************************************************
 GH0466  DESIGNATION -  C 184
 GH0466  PID         -  GH0466
 GH0466  STATE/COUNTY-  OK/GARFIELD
 GH0466  COUNTRY     -  US
 GH0466  USGS QUAD   -  ENID WEST (2018)
 GH0466
 GH0466                         *CURRENT SURVEY CONTROL
 GH0466  ______________________________________________________________________
 GH0466* NAD 83(1986) POSITION- 36 27 11.     (N) 097 57 42.     (W)   SCALED
 GH0466* NAVD 88 ORTHO HEIGHT -   407.914 (meters)     1338.30  (feet) ADJUSTED
 GH0466  ______________________________________________________________________
 GH0466  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 GH0466  DYNAMIC HEIGHT  -        407.556 (meters)     1337.12  (feet) COMP
 GH0466  MODELED GRAVITY -    979,740.6   (mgal)                       NAVD 88
 GH0466
 GH0466  VERT ORDER      -  FIRST     CLASS II
 GH0466
 GH0466.The horizontal coordinates were scaled from a map and have
 GH0466.an estimated accuracy of +/- 6 seconds.
 GH0466
 GH0466.The orthometric height was determined by differential leveling and
 GH0466.adjusted by the NATIONAL GEODETIC SURVEY
 GH0466.in June 1991.
 GH0466
 GH0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0466.GEOID18 height accuracy estimate available here.
 GH0466
 GH0466.Click photographs - Photos may exist for this station.
 GH0466
 GH0466.The dynamic height is computed by dividing the NAVD 88
 GH0466.geopotential number by the normal gravity value computed on the
 GH0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0466.degrees latitude (g = 980.6199 gals.).
 GH0466
 GH0466.The modeled gravity was interpolated from observed gravity values.
 GH0466
 GH0466;                    North         East    Units  Estimated Accuracy
 GH0466;SPC OK N     -   161,220.      603,440.      MT  (+/- 180 meters Scaled)
 GH0466
 GH0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF930347(NAD 83)
 GH0466
 GH0466                          SUPERSEDED SURVEY CONTROL
 GH0466
 GH0466  NGVD 29 (??/??/92)  407.770  (m)         1337.83   (f) ADJ UNCH    1 2
 GH0466
 GH0466.Superseded values are not recommended for survey control.
 GH0466
 GH0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0466.See file dsdata.pdf to determine how the superseded data were derived.
 GH0466
 GH0466_MARKER: DB = BENCH MARK DISK
 GH0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0466_STAMPING: C 184 1953
 GH0466_MARK LOGO: CGS
 GH0466_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0466+STABILITY: SURFACE MOTION
 GH0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0466+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2017
 GH0466
 GH0466  HISTORY     - Date     Condition        Report By
 GH0466  HISTORY     - 1953     MONUMENTED       CGS
 GH0466  HISTORY     - 20160613 GOOD             OKDOT
 GH0466  HISTORY     - 20170107 GOOD             WOOLPT
 GH0466
 GH0466                          STATION DESCRIPTION
 GH0466
 GH0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0466'3.7 MI SE FROM CARRIER.
 GH0466'3.7 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0466'RAILROAD FROM THE STATION AT CARRIER, AT A ROAD CROSSING, 3
 GH0466'POLES NORTHWEST OF MILEPOST 550-20, 107 FEET NORTHWEST OF THE
 GH0466'CENTER OF A ROAD CROSSING, 44 FEET NORTHEAST OF THE NORTHEAST
 GH0466'RAIL, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 GH0466'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 GH0466'ABOVE THE GROUND.
 GH0466
 GH0466                          STATION RECOVERY (2016)
 GH0466
 GH0466'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (AJG)
 GH0466'THE LOCATION OF THE MARK POSES MINOR DIFFICULTY FOR SETTING UP A
 GH0466'TRIPOD AND TRIBRACH OVER THE MARK, AS IT IS LOCATED IN THE SIDE OF A
 GH0466'HILL, APPROXIMATELY FOUR FEET HIGH, SLOPING TO THE SOUTH.
 GH0466
 GH0466                          STATION RECOVERY (2017)
 GH0466
 GH0466'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (DJK)
 GH0466'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0469 ***********************************************************************
 FJ0469  DESIGNATION -  C 186
 FJ0469  PID         -  FJ0469
 FJ0469  STATE/COUNTY-  OK/CANADIAN
 FJ0469  COUNTRY     -  US
 FJ0469  USGS QUAD   -  UNION CITY (2018)
 FJ0469
 FJ0469                         *CURRENT SURVEY CONTROL
 FJ0469  ______________________________________________________________________
 FJ0469* NAD 83(1986) POSITION- 35 28 54.     (N) 097 56 58.     (W)   SCALED
 FJ0469* NAVD 88 ORTHO HEIGHT -   416.240 (meters)     1365.61  (feet) ADJUSTED
 FJ0469  ______________________________________________________________________
 FJ0469  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0469  DYNAMIC HEIGHT  -        415.832 (meters)     1364.28  (feet) COMP
 FJ0469  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 FJ0469
 FJ0469  VERT ORDER      -  FIRST     CLASS II
 FJ0469
 FJ0469.The horizontal coordinates were scaled from a map and have
 FJ0469.an estimated accuracy of +/- 6 seconds.
 FJ0469
 FJ0469.The orthometric height was determined by differential leveling and
 FJ0469.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0469.in June 1991.
 FJ0469
 FJ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0469.GEOID18 height accuracy estimate available here.
 FJ0469
 FJ0469.Click photographs - Photos may exist for this station.
 FJ0469
 FJ0469.The dynamic height is computed by dividing the NAVD 88
 FJ0469.geopotential number by the normal gravity value computed on the
 FJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0469.degrees latitude (g = 980.6199 gals.).
 FJ0469
 FJ0469.The modeled gravity was interpolated from observed gravity values.
 FJ0469
 FJ0469;                    North         East    Units  Estimated Accuracy
 FJ0469;SPC OK N     -    53,440.      604,590.      MT  (+/- 180 meters Scaled)
 FJ0469
 FJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE953269(NAD 83)
 FJ0469
 FJ0469                          SUPERSEDED SURVEY CONTROL
 FJ0469
 FJ0469  NGVD 29 (??/??/92)  416.060  (m)         1365.02   (f) ADJ UNCH    1 2
 FJ0469
 FJ0469.Superseded values are not recommended for survey control.
 FJ0469
 FJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0469.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0469
 FJ0469_MARKER: DB = BENCH MARK DISK
 FJ0469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0469_SP_SET: BRIDGE ABUTMENT
 FJ0469_STAMPING: C 186 1953
 FJ0469_MARK LOGO: CGS
 FJ0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0469
 FJ0469  HISTORY     - Date     Condition        Report By
 FJ0469  HISTORY     - 1953     MONUMENTED       CGS
 FJ0469  HISTORY     - 1979     GOOD             LOCSUR
 FJ0469  HISTORY     - 1986     GOOD             NGS
 FJ0469
 FJ0469                          STATION DESCRIPTION
 FJ0469
 FJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0469'3.5 MI S FROM EL RENO.
 FJ0469'3.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0469'RAILROAD FROM THE STATION AT EL RENO, 0.2 MILE NORTH OF A
 FJ0469'ROAD CROSSING, 3 POLES SOUTH OF MILEPOST 406, 5 FEET EAST OF THE
 FJ0469'EAST RAIL, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT
 FJ0469'OF BRIDGE 406-1.
 FJ0469
 FJ0469                          STATION RECOVERY (1979)
 FJ0469
 FJ0469'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FJ0469'RECOVERED IN GOOD CONDITION.
 FJ0469
 FJ0469                          STATION RECOVERY (1986)
 FJ0469
 FJ0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0469'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.2 KM (1.35
 FJ0469'MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD FROM ITS
 FJ0469'JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0431 ***********************************************************************
 FJ0431  DESIGNATION -  C 187
 FJ0431  PID         -  FJ0431
 FJ0431  STATE/COUNTY-  OK/GRADY
 FJ0431  COUNTRY     -  US
 FJ0431  USGS QUAD   -  CHICKASHA (2018)
 FJ0431
 FJ0431                         *CURRENT SURVEY CONTROL
 FJ0431  ______________________________________________________________________
 FJ0431* NAD 83(1986) POSITION- 35 06 23.     (N) 097 56 50.     (W)   SCALED
 FJ0431* NAVD 88 ORTHO HEIGHT -   333.469 (meters)     1094.06  (feet) POSTED
 FJ0431  ______________________________________________________________________
 FJ0431  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 FJ0431  DYNAMIC HEIGHT  -        333.14  (meters)     1093.0   (feet) COMP
 FJ0431  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 FJ0431
 FJ0431  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0431
 FJ0431.The horizontal coordinates were scaled from a map and have
 FJ0431.an estimated accuracy of +/- 6 seconds.
 FJ0431
 FJ0431.The orthometric height was determined by differential leveling
 FJ0431.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0431
 FJ0431.* This is a POSTED BENCH MARK height.
 FJ0431
 FJ0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0431.GEOID18 height accuracy estimate available here.
 FJ0431
 FJ0431.Click photographs - Photos may exist for this station.
 FJ0431
 FJ0431.The dynamic height is computed by dividing the NAVD 88
 FJ0431.geopotential number by the normal gravity value computed on the
 FJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0431.degrees latitude (g = 980.6199 gals.).
 FJ0431
 FJ0431.The modeled gravity was interpolated from observed gravity values.
 FJ0431
 FJ0431;                    North         East    Units  Estimated Accuracy
 FJ0431;SPC OK S     -   196,680.      604,810.      MT  (+/- 180 meters Scaled)
 FJ0431
 FJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND959853(NAD 83)
 FJ0431
 FJ0431                          SUPERSEDED SURVEY CONTROL
 FJ0431
 FJ0431  NGVD 29 (??/??/92)  333.355  (m)         1093.68   (f) ADJ UNCH    1 2
 FJ0431
 FJ0431.Superseded values are not recommended for survey control.
 FJ0431
 FJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0431.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0431
 FJ0431_MARKER: DB = BENCH MARK DISK
 FJ0431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0431_SP_SET: CULVERT HEADWALL
 FJ0431_STAMPING: C 187 1953
 FJ0431_MARK LOGO: CGS
 FJ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0431+STABILITY: SURFACE MOTION
 FJ0431
 FJ0431  HISTORY     - Date     Condition        Report By
 FJ0431  HISTORY     - 1953     MONUMENTED       CGS
 FJ0431  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0431
 FJ0431                          STATION DESCRIPTION
 FJ0431
 FJ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0431'3.8 MI N FROM CHICKASHA.
 FJ0431'3.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0431'RAILROAD FROM THE STATION AT CHICKASHA, 0.3 MILE NORTH OF A
 FJ0431'ROAD CROSSING, 15 1/2 POLES SOUTH OF MILEPOST 432, 15 FEET
 FJ0431'WEST OF THE WEST RAIL, 8 FEET BELOW THE TOP OF THE RAILS, SET
 FJ0431'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A STONE
 FJ0431'CULVERT.
 FJ0431
 FJ0431                          STATION RECOVERY (1986)
 FJ0431
 FJ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0522 ***********************************************************************
 FJ0522  DESIGNATION -  C 188
 FJ0522  PID         -  FJ0522
 FJ0522  STATE/COUNTY-  OK/GRADY
 FJ0522  COUNTRY     -  US
 FJ0522  USGS QUAD   -  CHICKASHA (2018)
 FJ0522
 FJ0522                         *CURRENT SURVEY CONTROL
 FJ0522  ______________________________________________________________________
 FJ0522* NAD 83(1986) POSITION- 35 01 57.     (N) 097 54 19.     (W)   SCALED
 FJ0522* NAVD 88 ORTHO HEIGHT -   328.492 (meters)     1077.73  (feet) ADJUSTED
 FJ0522  ______________________________________________________________________
 FJ0522  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 FJ0522  DYNAMIC HEIGHT  -        328.168 (meters)     1076.66  (feet) COMP
 FJ0522  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 FJ0522
 FJ0522  VERT ORDER      -  FIRST     CLASS II
 FJ0522
 FJ0522.The horizontal coordinates were scaled from a map and have
 FJ0522.an estimated accuracy of +/- 6 seconds.
 FJ0522
 FJ0522.The orthometric height was determined by differential leveling and
 FJ0522.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0522.in June 1991.
 FJ0522
 FJ0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0522.GEOID18 height accuracy estimate available here.
 FJ0522
 FJ0522.Click photographs - Photos may exist for this station.
 FJ0522
 FJ0522.The dynamic height is computed by dividing the NAVD 88
 FJ0522.geopotential number by the normal gravity value computed on the
 FJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0522.degrees latitude (g = 980.6199 gals.).
 FJ0522
 FJ0522.The modeled gravity was interpolated from observed gravity values.
 FJ0522
 FJ0522;                    North         East    Units  Estimated Accuracy
 FJ0522;SPC OK S     -   188,490.      608,640.      MT  (+/- 180 meters Scaled)
 FJ0522
 FJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND998771(NAD 83)
 FJ0522
 FJ0522                          SUPERSEDED SURVEY CONTROL
 FJ0522
 FJ0522  NGVD 29 (??/??/92)  328.389  (m)         1077.39   (f) ADJ UNCH    1 2
 FJ0522
 FJ0522.Superseded values are not recommended for survey control.
 FJ0522
 FJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0522.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0522
 FJ0522_MARKER: DB = BENCH MARK DISK
 FJ0522_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0522_SP_SET: PIER
 FJ0522_STAMPING: C 188 1953
 FJ0522_MARK LOGO: CGS
 FJ0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0522
 FJ0522  HISTORY     - Date     Condition        Report By
 FJ0522  HISTORY     - 1953     MONUMENTED       CGS
 FJ0522
 FJ0522                          STATION DESCRIPTION
 FJ0522
 FJ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0522'2.4 MI SE FROM CHICKASHA.
 FJ0522'0.9 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0522'FROM THE STATION AT CHICKASHA, THENCE 1.5 MILES SOUTHEAST ALONG A
 FJ0522'SPUR TRACK LEADING TO THE CHICKASHA MUNICIPAL POWER AND LIGHT
 FJ0522'PLANT, 2.5 FEET SOUTH OF THE SOUTH RAIL, 4 FEET BELOW THE TOP
 FJ0522'OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 FJ0522'PIER OF A STEEL BRIDGE OVER THE WASHITA RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0662 ***********************************************************************
 FJ0662  DESIGNATION -  C 192
 FJ0662  PID         -  FJ0662
 FJ0662  STATE/COUNTY-  OK/CANADIAN
 FJ0662  COUNTRY     -  US
 FJ0662  USGS QUAD   -  EL RENO (2018)
 FJ0662
 FJ0662                         *CURRENT SURVEY CONTROL
 FJ0662  ______________________________________________________________________
 FJ0662* NAD 83(1986) POSITION- 35 30 32.     (N) 097 54 06.     (W)   SCALED
 FJ0662* NAVD 88 ORTHO HEIGHT -   404.246 (meters)     1326.26  (feet) ADJUSTED
 FJ0662  ______________________________________________________________________
 FJ0662  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 FJ0662  DYNAMIC HEIGHT  -        403.852 (meters)     1324.97  (feet) COMP
 FJ0662  MODELED GRAVITY -    979,647.0   (mgal)                       NAVD 88
 FJ0662
 FJ0662  VERT ORDER      -  FIRST     CLASS II
 FJ0662
 FJ0662.The horizontal coordinates were scaled from a map and have
 FJ0662.an estimated accuracy of +/- 6 seconds.
 FJ0662
 FJ0662.The orthometric height was determined by differential leveling and
 FJ0662.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0662.in August 1994.
 FJ0662
 FJ0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0662.GEOID18 height accuracy estimate available here.
 FJ0662
 FJ0662.Click photographs - Photos may exist for this station.
 FJ0662
 FJ0662.The dynamic height is computed by dividing the NAVD 88
 FJ0662.geopotential number by the normal gravity value computed on the
 FJ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0662.degrees latitude (g = 980.6199 gals.).
 FJ0662
 FJ0662.The modeled gravity was interpolated from observed gravity values.
 FJ0662
 FJ0662;                    North         East    Units  Estimated Accuracy
 FJ0662;SPC OK N     -    56,470.      608,920.      MT  (+/- 180 meters Scaled)
 FJ0662
 FJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE996300(NAD 83)
 FJ0662
 FJ0662                          SUPERSEDED SURVEY CONTROL
 FJ0662
 FJ0662  NAVD 88 (??/??/92)  404.251  (m)         1326.28   (f) POSTED      3  
 FJ0662
 FJ0662.Superseded values are not recommended for survey control.
 FJ0662
 FJ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0662.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0662
 FJ0662_MARKER: I = METAL ROD
 FJ0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0662_STAMPING: C 192 1984
 FJ0662_MARK LOGO: NGS
 FJ0662_PROJECTION: FLUSH
 FJ0662_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0662+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 FJ0662_ROD/PIPE-DEPTH: 7.07 meters
 FJ0662
 FJ0662  HISTORY     - Date     Condition        Report By
 FJ0662  HISTORY     - 1984     MONUMENTED       NGS
 FJ0662  HISTORY     - 1988     GOOD             USPSQD
 FJ0662  HISTORY     - 1989     GOOD             USPSQD
 FJ0662  HISTORY     - 1990     GOOD             USPSQD
 FJ0662  HISTORY     - 19940112 GOOD             NGS
 FJ0662  HISTORY     - 20040714 GOOD             USPSQD
 FJ0662
 FJ0662                          STATION DESCRIPTION
 FJ0662
 FJ0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0662'7.6 KM (4.75 MI) ESE FROM EL RENO.
 FJ0662'THE MARK IS 0.2 M BELOW RICH VALLEY ROAD.
 FJ0662'1.4 KM (0.9 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE IN EL
 FJ0662'RENO, THENCE 4.7 KM (2.95 MI) EAST ALONG EAST ELM STREET, THENCE
 FJ0662'1.4 KM (0.9 MI) SOUTH ALONG RICH VALLEY ROAD, AT A HIGH TENSION
 FJ0662'POWERLINE T-JUNCTION, ABOUT 106.37 METERS (349.0 FT) NORTH OF THE
 FJ0662'CENTER OF U.S. HIGHWAY 66, 8.22 METERS (27.0 FT) WEST OF THE
 FJ0662'CENTERLINE OF RICH VALLEY ROAD, 7.22 METERS (23.7 FT) NORTH OF A LARGE
 FJ0662'POWERLINE POLE GUY POLE, 5.12 METERS (16.8 FT) SOUTH OF THE SOUTHERN
 FJ0662'ONE OF TWO GUY WIRE ANCHOR, AND 0.24 METERS (0.8 FT) EAST OF A FENCE.
 FJ0662'NOTE, ROD DRIVEN TO REFUSAL.
 FJ0662'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FJ0662
 FJ0662                          STATION RECOVERY (1988)
 FJ0662
 FJ0662'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0662'RECOVERED IN GOOD CONDITION.
 FJ0662
 FJ0662                          STATION RECOVERY (1989)
 FJ0662
 FJ0662'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0662'RECOVERED IN GOOD CONDITION.
 FJ0662
 FJ0662                          STATION RECOVERY (1990)
 FJ0662
 FJ0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0662'RECOVERED IN GOOD CONDITION.
 FJ0662
 FJ0662                          STATION RECOVERY (1994)
 FJ0662
 FJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0662'1.4 KM (0.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE
 FJ0662'IN EL RENO, THENCE 4.7 KM (2.90 MI) EASTERLY ALONG EAST ELM STREET,
 FJ0662'THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG RICH VALLEY ROAD, AT A HIGH
 FJ0662'LINE T-JUNCTION, 106.4 M (349.1 FT) NORTH OF THE CENTER OF U.S.
 FJ0662'HIGHWAY 66, 8.2 M (26.9 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 FJ0662'7.2 M (23.6 FT) NORTH OF A LARGE GUY POLE, 5.1 M (16.7 FT) SOUTH OF
 FJ0662'THE MOST SOUTHERLY OF 2 GUY WIRE ANCHORS, 0.3 M (1.0 FT) EAST OF A
 FJ0662'FENCE, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS
 FJ0662'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0662
 FJ0662                          STATION RECOVERY (2004)
 FJ0662
 FJ0662'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0691 ***********************************************************************
 FJ0691  DESIGNATION -  C 193
 FJ0691  PID         -  FJ0691
 FJ0691  STATE/COUNTY-  OK/OKLAHOMA
 FJ0691  COUNTRY     -  US
 FJ0691  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0691
 FJ0691                         *CURRENT SURVEY CONTROL
 FJ0691  ______________________________________________________________________
 FJ0691* NAD 83(1986) POSITION- 35 29 33.53   (N) 097 23 19.44   (W)   HD_HELD1
 FJ0691* NAVD 88 ORTHO HEIGHT -   361.164 (meters)     1184.92  (feet) ADJUSTED
 FJ0691  ______________________________________________________________________
 FJ0691  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 FJ0691  DYNAMIC HEIGHT  -        360.821 (meters)     1183.79  (feet) COMP
 FJ0691  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 FJ0691
 FJ0691  VERT ORDER      -  FIRST     CLASS II
 FJ0691
 FJ0691.The horizontal coordinates were determined by differentially corrected
 FJ0691.hand held GPS observations or other comparable positioning techniques
 FJ0691.and have an estimated accuracy of +/- 3 meters.
 FJ0691
 FJ0691.The orthometric height was determined by differential leveling and
 FJ0691.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0691.in August 1994.
 FJ0691
 FJ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0691.GEOID18 height accuracy estimate available here.
 FJ0691
 FJ0691.Click photographs - Photos may exist for this station.
 FJ0691
 FJ0691.The dynamic height is computed by dividing the NAVD 88
 FJ0691.geopotential number by the normal gravity value computed on the
 FJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0691.degrees latitude (g = 980.6199 gals.).
 FJ0691
 FJ0691.The modeled gravity was interpolated from observed gravity values.
 FJ0691
 FJ0691;                    North         East    Units  Estimated Accuracy
 FJ0691;SPC OK N     -    54,835.6     655,465.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0691
 FJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4615028871(NAD 83)
 FJ0691
 FJ0691                          SUPERSEDED SURVEY CONTROL
 FJ0691
 FJ0691  NAVD 88 (06/15/91)  361.230  (m)         1185.14   (f) SUPERSEDED  1 2
 FJ0691
 FJ0691.Superseded values are not recommended for survey control.
 FJ0691
 FJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0691.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0691
 FJ0691_MARKER: F = FLANGE-ENCASED ROD
 FJ0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0691_STAMPING: C 193 1984
 FJ0691_MARK LOGO: NGS
 FJ0691_PROJECTION: FLUSH
 FJ0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0691+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2022
 FJ0691_ROD/PIPE-DEPTH: 4.3 meters
 FJ0691
 FJ0691  HISTORY     - Date     Condition        Report By
 FJ0691  HISTORY     - 1984     MONUMENTED       NGS
 FJ0691  HISTORY     - 1988     GOOD             USPSQD
 FJ0691  HISTORY     - 20220725 GOOD             OKDOT
 FJ0691
 FJ0691                          STATION DESCRIPTION
 FJ0691
 FJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0691'10.6 KM (6.6 MI) EAST FROM OKLAHOMA CITY.
 FJ0691'10.6 KM (6.6 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0691'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, IN THE SOUTHWEST
 FJ0691'QUADRANT OF THE INTERSECTION OF HIGHWAY 62 AND MIDWEST BOULEVARD,
 FJ0691'40.8 METERS (133.7 FT) SOUTH OF THE SOUTH CURB OF HIGHWAY 62 EASTBOUND
 FJ0691'LANES, 10.9 METERS (35.6 FT) WEST OF THE CENTERLINE OF MIDWEST
 FJ0691'BOULEVARD, 0.73 METERS (2.4 FT) SOUTH OF POWERLINE POLE NUMBER 2203
 FJ0691'WITH TWO GUY WIRES, AND 7.1 METERS (23.4 FT) SOUTH OF A TELEPHONE
 FJ0691'JUNCTION BOX.  NOTE, ROD DRIVEN TO SUDDEN REFUSAL.
 FJ0691'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FJ0691'THE MARK IS 0.31 M ABOVE BOULEVARD.
 FJ0691
 FJ0691                          STATION RECOVERY (1988)
 FJ0691
 FJ0691'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0691'RECOVERED IN GOOD CONDITION.
 FJ0691
 FJ0691                          STATION RECOVERY (2022)
 FJ0691
 FJ0691'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0691'MISSING LOGO CAP.  RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0718 ***********************************************************************
 FJ0718  DESIGNATION -  C 194
 FJ0718  PID         -  FJ0718
 FJ0718  STATE/COUNTY-  OK/LINCOLN
 FJ0718  COUNTRY     -  US
 FJ0718  USGS QUAD   -  LUTHER SE (2018)
 FJ0718
 FJ0718                         *CURRENT SURVEY CONTROL
 FJ0718  ______________________________________________________________________
 FJ0718* NAD 83(1986) POSITION- 35 30 25.69   (N) 097 00 52.12   (W)   HD_HELD1
 FJ0718* NAVD 88 ORTHO HEIGHT -   295.859 (meters)      970.66  (feet) ADJUSTED
 FJ0718  ______________________________________________________________________
 FJ0718  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 FJ0718  DYNAMIC HEIGHT  -        295.581 (meters)      969.75  (feet) COMP
 FJ0718  MODELED GRAVITY -    979,685.8   (mgal)                       NAVD 88
 FJ0718
 FJ0718  VERT ORDER      -  FIRST     CLASS II
 FJ0718
 FJ0718.The horizontal coordinates were determined by differentially corrected
 FJ0718.hand held GPS observations or other comparable positioning techniques
 FJ0718.and have an estimated accuracy of +/- 3 meters.
 FJ0718
 FJ0718.The orthometric height was determined by differential leveling and
 FJ0718.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0718.in August 1994.
 FJ0718
 FJ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0718.GEOID18 height accuracy estimate available here.
 FJ0718
 FJ0718.Click photographs - Photos may exist for this station.
 FJ0718
 FJ0718.The dynamic height is computed by dividing the NAVD 88
 FJ0718.geopotential number by the normal gravity value computed on the
 FJ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0718.degrees latitude (g = 980.6199 gals.).
 FJ0718
 FJ0718.The modeled gravity was interpolated from observed gravity values.
 FJ0718
 FJ0718;                    North         East    Units  Estimated Accuracy
 FJ0718;SPC OK N     -    56,722.3     689,407.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0718
 FJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8006931097(NAD 83)
 FJ0718
 FJ0718                          SUPERSEDED SURVEY CONTROL
 FJ0718
 FJ0718  NAVD 88 (06/15/91)  295.889  (m)          970.76   (f) SUPERSEDED  1 2
 FJ0718
 FJ0718.Superseded values are not recommended for survey control.
 FJ0718
 FJ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0718.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0718
 FJ0718_MARKER: I = METAL ROD
 FJ0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0718_STAMPING: C 194 1984
 FJ0718_MARK LOGO: NGS
 FJ0718_PROJECTION: FLUSH
 FJ0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0718_ROD/PIPE-DEPTH: 4.3 meters
 FJ0718
 FJ0718  HISTORY     - Date     Condition        Report By
 FJ0718  HISTORY     - 1984     MONUMENTED       NGS
 FJ0718  HISTORY     - 1988     GOOD             USPSQD
 FJ0718  HISTORY     - 1989     GOOD             USPSQD
 FJ0718  HISTORY     - 1990     GOOD             USPSQD
 FJ0718
 FJ0718                          STATION DESCRIPTION
 FJ0718
 FJ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0718'10.5 KM (6.55 MI) WEST FROM MEEKER.
 FJ0718'10.5 KM (6.55 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0718'MEEKER, SET AT AN OFFSET IN THE FENCE LINE AND BETWEEN TWO WITNESS
 FJ0718'POSTS, 16.6 METERS (54.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0718'4.9 METERS (16.0 FT) SOUTH OF AN EAST-WEST FENCE LINE, 1.1 METERS
 FJ0718'(3.5 FT) EAST OF A POWERLINE POLE, 27.1 METERS (89.0 FT) EAST OF THE
 FJ0718'NORTH-SOUTH FENCE LINE, AND 36.6 METERS (120.0 FT) WEST OF THE
 FJ0718'EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH.  NOTE, ROD DRIVEN TO
 FJ0718'REFUSAL.
 FJ0718'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 FJ0718'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0718
 FJ0718                          STATION RECOVERY (1988)
 FJ0718
 FJ0718'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0718'RECOVERED IN GOOD CONDITION.
 FJ0718
 FJ0718                          STATION RECOVERY (1989)
 FJ0718
 FJ0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0718'RECOVERED IN GOOD CONDITION.
 FJ0718
 FJ0718                          STATION RECOVERY (1990)
 FJ0718
 FJ0718'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0718'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0730 ***********************************************************************
 FJ0730  DESIGNATION -  C 195
 FJ0730  PID         -  FJ0730
 FJ0730  STATE/COUNTY-  OK/LINCOLN
 FJ0730  COUNTRY     -  US
 FJ0730  USGS QUAD   -  SPARKS (2018)
 FJ0730
 FJ0730                         *CURRENT SURVEY CONTROL
 FJ0730  ______________________________________________________________________
 FJ0730* NAD 83(2011) POSITION- 35 30 12.22047(N) 096 51 32.70227(W)   ADJUSTED
 FJ0730* NAD 83(2011) ELLIP HT-   236.583 (meters)        (12/02/24)   ADJUSTED
 FJ0730* NAD 83(2011) EPOCH   -  2010.00
 FJ0730* NAVD 88 ORTHO HEIGHT -   264.229 (meters)      866.89  (feet) ADJUSTED
 FJ0730  ______________________________________________________________________
 FJ0730  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 FJ0730  NAD 83(2011) X  -   -620,832.011 (meters)                     COMP
 FJ0730  NAD 83(2011) Y  - -5,161,179.624 (meters)                     COMP
 FJ0730  NAD 83(2011) Z  -  3,683,611.986 (meters)                     COMP
 FJ0730  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 FJ0730  DYNAMIC HEIGHT  -        263.980 (meters)      866.07  (feet) COMP
 FJ0730  MODELED GRAVITY -    979,684.9   (mgal)                       NAVD 88
 FJ0730
 FJ0730  VERT ORDER      -  FIRST     CLASS II
 FJ0730
 FJ0730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0730  Standards:
 FJ0730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0730  -------------------------------------------------------------------
 FJ0730  NETWORK    0.71   1.41           0.29   0.29   0.72     -0.00038681
 FJ0730  -------------------------------------------------------------------
 FJ0730  Click here for local accuracies and other accuracy information.
 FJ0730
 FJ0730.The horizontal coordinates were established by GPS observations
 FJ0730.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0730
 FJ0730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0730.been affixed to the stable North American tectonic plate. See 
 FJ0730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0730
 FJ0730.The horizontal coordinates are valid at the epoch date displayed above
 FJ0730.which is a decimal equivalence of Year/Month/Day.
 FJ0730
 FJ0730.The orthometric height was determined by differential leveling and
 FJ0730.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0730.in August 1994.
 FJ0730
 FJ0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0730.GEOID18 height accuracy estimate available here.
 FJ0730
 FJ0730.Click photographs - Photos may exist for this station.
 FJ0730
 FJ0730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0730
 FJ0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0730
 FJ0730.The ellipsoidal height was determined by GPS observations
 FJ0730.and is referenced to NAD 83.
 FJ0730
 FJ0730.The dynamic height is computed by dividing the NAVD 88
 FJ0730.geopotential number by the normal gravity value computed on the
 FJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0730.degrees latitude (g = 980.6199 gals.).
 FJ0730
 FJ0730.The modeled gravity was interpolated from observed gravity values.
 FJ0730
 FJ0730. The following values were computed from the NAD 83(2011) position.
 FJ0730
 FJ0730;                    North         East     Units Scale Factor Converg.
 FJ0730;SPC OK N     -    56,461.609   703,509.131   MT  1.00001209   +0 40 23.9
 FJ0730;SPC OK N     -   185,241.13  2,308,096.21   sFT  1.00001209   +0 40 23.9
 FJ0730;UTM  14      - 3,930,977.321   694,172.975   MT  1.00006464   +1 14 37.4
 FJ0730
 FJ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0730!SPC OK N     -   0.99996287  x   1.00001209  =   0.99997496
 FJ0730!UTM  14      -   0.99996287  x   1.00006464  =   1.00002751
 FJ0730
 FJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9417230977(NAD 83)
 FJ0730
 FJ0730                          SUPERSEDED SURVEY CONTROL
 FJ0730
 FJ0730  NAVD 88 (06/15/91)  264.246  (m)          866.95   (f) SUPERSEDED  1 2
 FJ0730
 FJ0730.Superseded values are not recommended for survey control.
 FJ0730
 FJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0730.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0730
 FJ0730_MARKER: DV = VERTICAL CONTROL DISK
 FJ0730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0730_SP_SET: CULVERT CURB
 FJ0730_STAMPING: C 195 1984
 FJ0730_MARK LOGO: NGS
 FJ0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0730+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2022
 FJ0730
 FJ0730  HISTORY     - Date     Condition        Report By
 FJ0730  HISTORY     - 1984     MONUMENTED       NGS
 FJ0730  HISTORY     - 1988     GOOD             USPSQD
 FJ0730  HISTORY     - 1989     GOOD             USPSQD
 FJ0730  HISTORY     - 1990     GOOD             USPSQD
 FJ0730  HISTORY     - 20220420 GOOD             OKDOT
 FJ0730
 FJ0730                          STATION DESCRIPTION
 FJ0730
 FJ0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0730'4.2 KM (2.6 MI) EAST FROM MEEKER.
 FJ0730'4.2 KM (2.6 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0730'MEEKER, AT A GRAVEL CROSSROAD, SET ONE FOOT SOUTH IN THE CURB OF A 4-
 FJ0730'BY 4-FOOT CONCRETE BOX CULVERT OF A GRAVEL ROAD LEADING SOUTH, IN THE
 FJ0730'EAST END OF THE CULVERT, 14.72 METERS (48.3 FT) SOUTH OF THE
 FJ0730'CENTERLINE OF THE HIGHWAY, AND 5.18 METERS (17.0 FT) WEST OF THE
 FJ0730'CENTER OF THE GRAVEL ROAD.
 FJ0730'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FJ0730'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0730
 FJ0730                          STATION RECOVERY (1988)
 FJ0730
 FJ0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0730'RECOVERED IN GOOD CONDITION.
 FJ0730
 FJ0730                          STATION RECOVERY (1989)
 FJ0730
 FJ0730'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0730'RECOVERED IN GOOD CONDITION.
 FJ0730
 FJ0730                          STATION RECOVERY (1990)
 FJ0730
 FJ0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0730'RECOVERED IN GOOD CONDITION.
 FJ0730
 FJ0730                          STATION RECOVERY (2022)
 FJ0730
 FJ0730'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0730'MARK RECOVERED IN GOOD CONDITION (KAR).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0754 ***********************************************************************
 FJ0754  DESIGNATION -  C 196
 FJ0754  PID         -  FJ0754
 FJ0754  STATE/COUNTY-  OK/OKFUSKEE
 FJ0754  COUNTRY     -  US
 FJ0754  USGS QUAD   -  BOLEY (2018)
 FJ0754
 FJ0754                         *CURRENT SURVEY CONTROL
 FJ0754  ______________________________________________________________________
 FJ0754* NAD 83(1986) POSITION- 35 28 44.55   (N) 096 24 06.16   (W)   HD_HELD1
 FJ0754* NAVD 88 ORTHO HEIGHT -   292.083 (meters)      958.28  (feet) ADJUSTED
 FJ0754  ______________________________________________________________________
 FJ0754  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 FJ0754  DYNAMIC HEIGHT  -        291.807 (meters)      957.37  (feet) COMP
 FJ0754  MODELED GRAVITY -    979,679.7   (mgal)                       NAVD 88
 FJ0754
 FJ0754  VERT ORDER      -  FIRST     CLASS II
 FJ0754
 FJ0754.The horizontal coordinates were determined by differentially corrected
 FJ0754.hand held GPS observations or other comparable positioning techniques
 FJ0754.and have an estimated accuracy of +/- 3 meters.
 FJ0754
 FJ0754.The orthometric height was determined by differential leveling and
 FJ0754.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0754.in June 1991.
 FJ0754
 FJ0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0754.GEOID18 height accuracy estimate available here.
 FJ0754
 FJ0754.Click photographs - Photos may exist for this station.
 FJ0754
 FJ0754.The dynamic height is computed by dividing the NAVD 88
 FJ0754.geopotential number by the normal gravity value computed on the
 FJ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0754.degrees latitude (g = 980.6199 gals.).
 FJ0754
 FJ0754.The modeled gravity was interpolated from observed gravity values.
 FJ0754
 FJ0754;                    North         East    Units  Estimated Accuracy
 FJ0754;SPC OK N     -    54,345.3     745,045.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0754
 FJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3573429272(NAD 83)
 FJ0754
 FJ0754                          SUPERSEDED SURVEY CONTROL
 FJ0754
 FJ0754.No superseded survey control is available for this station.
 FJ0754
 FJ0754_MARKER: DV = VERTICAL CONTROL DISK
 FJ0754_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0754_STAMPING: C 196 1984
 FJ0754_MARK LOGO: NGS
 FJ0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0754+STABILITY: POSITION/ELEVATION WELL
 FJ0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0754+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0754
 FJ0754  HISTORY     - Date     Condition        Report By
 FJ0754  HISTORY     - 1984     MONUMENTED       NGS
 FJ0754  HISTORY     - 1988     GOOD             USPSQD
 FJ0754  HISTORY     - 1989     GOOD             USPSQD
 FJ0754  HISTORY     - 1990     GOOD             USPSQD
 FJ0754  HISTORY     - 20220629 GOOD             OKDOT
 FJ0754
 FJ0754                          STATION DESCRIPTION
 FJ0754
 FJ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0754'8.64 KM (5.4 MI) EAST FROM BOLEY.
 FJ0754'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0754'BOLEY, THENCE 8.32 KM (5.2 MI) EAST ALONG U.S. HIGHWAY 62, SET IN THE
 FJ0754'TOP AND 0.46 METERS (1.5 FT) FROM THE SOUTH END OF A 4- BY 20-FOOT
 FJ0754'ROCK OUTCROP PROJECTING 0.15 METERS (6 INCHES), 14.63 METERS (48.0 FT)
 FJ0754'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.08 METERS (49.5 FT) EAST OF
 FJ0754'THE SOUTHEAST END OF A 3- BY 3-FOOT CONCRETE BOX CULVERT, 5.24 METERS
 FJ0754'(17.2 FT) NORTHWEST OF THE CENTER OF A METAL FRAME GATE, AND
 FJ0754'4.11 METERS (13.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 FJ0754'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0754'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FJ0754
 FJ0754                          STATION RECOVERY (1988)
 FJ0754
 FJ0754'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0754'RECOVERED IN GOOD CONDITION.
 FJ0754
 FJ0754                          STATION RECOVERY (1989)
 FJ0754
 FJ0754'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0754'RECOVERED IN GOOD CONDITION.
 FJ0754
 FJ0754                          STATION RECOVERY (1990)
 FJ0754
 FJ0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0754'RECOVERED IN GOOD CONDITION.
 FJ0754
 FJ0754                          STATION RECOVERY (2022)
 FJ0754
 FJ0754'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0754'MARK RECOVERED IN CONDITION.  MARKER IS NO LONGER PRESENT.  MARK IS 14
 FJ0754'FT (4.3 M) NORTH OF THE GATE.  N 352844.55 W 962406.16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0841 ***********************************************************************
 FH0841  DESIGNATION -  C 197
 FH0841  PID         -  FH0841
 FH0841  STATE/COUNTY-  OK/OKMULGEE
 FH0841  COUNTRY     -  US
 FH0841  USGS QUAD   -  HENRYETTA (2018)
 FH0841
 FH0841                         *CURRENT SURVEY CONTROL
 FH0841  ______________________________________________________________________
 FH0841* NAD 83(1986) POSITION- 35 25 55.71   (N) 095 58 15.98   (W)   HD_HELD1
 FH0841* NAVD 88 ORTHO HEIGHT -   224.714 (meters)      737.25  (feet) ADJUSTED
 FH0841  ______________________________________________________________________
 FH0841  GEOID HEIGHT    -        -29.162 (meters)                     GEOID18
 FH0841  DYNAMIC HEIGHT  -        224.501 (meters)      736.55  (feet) COMP
 FH0841  MODELED GRAVITY -    979,683.9   (mgal)                       NAVD 88
 FH0841
 FH0841  VERT ORDER      -  FIRST     CLASS II
 FH0841
 FH0841.The horizontal coordinates were determined by differentially corrected
 FH0841.hand held GPS observations or other comparable positioning techniques
 FH0841.and have an estimated accuracy of +/- 3 meters.
 FH0841
 FH0841.The orthometric height was determined by differential leveling and
 FH0841.adjusted by the NATIONAL GEODETIC SURVEY
 FH0841.in June 1991.
 FH0841
 FH0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0841.GEOID18 height accuracy estimate available here.
 FH0841
 FH0841.Click photographs - Photos may exist for this station.
 FH0841
 FH0841.The dynamic height is computed by dividing the NAVD 88
 FH0841.geopotential number by the normal gravity value computed on the
 FH0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0841.degrees latitude (g = 980.6199 gals.).
 FH0841
 FH0841.The modeled gravity was interpolated from observed gravity values.
 FH0841
 FH0841;                    North         East    Units  Estimated Accuracy
 FH0841;SPC OK N     -    49,872.8     784,226.6     MT  (+/- 3 meters HH1 GPS) 
 FH0841
 FH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3027425024(NAD 83)
 FH0841
 FH0841                          SUPERSEDED SURVEY CONTROL
 FH0841
 FH0841.No superseded survey control is available for this station.
 FH0841
 FH0841_MARKER: F = FLANGE-ENCASED ROD
 FH0841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0841_STAMPING: C 197 1984
 FH0841_MARK LOGO: NGS
 FH0841_PROJECTION: RECESSED 10 CENTIMETERS
 FH0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0841+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FH0841_ROD/PIPE-DEPTH: 8.2 meters
 FH0841
 FH0841  HISTORY     - Date     Condition        Report By
 FH0841  HISTORY     - 1984     MONUMENTED       NGS
 FH0841  HISTORY     - 1988     GOOD             USPSQD
 FH0841  HISTORY     - 1989     GOOD             USPSQD
 FH0841  HISTORY     - 1990     GOOD             USPSQD
 FH0841  HISTORY     - 20230613 GOOD             OKDOT
 FH0841  HISTORY     - 20240717 GOOD             OKDOT
 FH0841
 FH0841                          STATION DESCRIPTION
 FH0841
 FH0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0841'IN HENRYETTA.
 FH0841'IN HENRYETTA, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND U.S.
 FH0841'HIGWAY 75 NORTH, SET IN THE MEDIAN IN THE EAST END OF THE OVERPASS
 FH0841'BRIDGES, 13.11 METERS (43.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 FH0841'EASTBOUND LANES, 13.87 METERS (45.5 FT) SOUTH OF THE CENTERLINE OF THE
 FH0841'HIGHWAY WESTBOUND LANES, AND 1.83 METERS (6.0 FT) EAST OF THE EAST
 FH0841'EDGE OF THE CONCRETE RETAINING WALL.
 FH0841'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 FH0841'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FH0841
 FH0841                          STATION RECOVERY (1988)
 FH0841
 FH0841'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0841'RECOVERED IN GOOD CONDITION.
 FH0841
 FH0841                          STATION RECOVERY (1989)
 FH0841
 FH0841'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0841'RECOVERED IN GOOD CONDITION.
 FH0841
 FH0841                          STATION RECOVERY (1990)
 FH0841
 FH0841'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0841'RECOVERED IN GOOD CONDITION.
 FH0841
 FH0841                          STATION RECOVERY (2023)
 FH0841
 FH0841'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 FH0841'THE MARK IS APPROXIMATELY 4.5 FT (1.4 M) EAST OF CONCRETE RETAINING
 FH0841'WALL.
 FH0841
 FH0841                          STATION RECOVERY (2024)
 FH0841
 FH0841'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FH0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0885 ***********************************************************************
 FH0885  DESIGNATION -  C 199
 FH0885  PID         -  FH0885
 FH0885  STATE/COUNTY-  OK/MUSKOGEE
 FH0885  COUNTRY     -  US
 FH0885  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0885
 FH0885                         *CURRENT SURVEY CONTROL
 FH0885  ______________________________________________________________________
 FH0885* NAD 83(1986) POSITION- 35 29 05.08   (N) 095 12 10.86   (W)   HD_HELD1
 FH0885* NAVD 88 ORTHO HEIGHT -   156.297 (meters)      512.78  (feet) ADJUSTED
 FH0885  ______________________________________________________________________
 FH0885  GEOID HEIGHT    -        -29.926 (meters)                     GEOID18
 FH0885  DYNAMIC HEIGHT  -        156.151 (meters)      512.31  (feet) COMP
 FH0885  MODELED GRAVITY -    979,701.8   (mgal)                       NAVD 88
 FH0885
 FH0885  VERT ORDER      -  FIRST     CLASS II
 FH0885
 FH0885.The horizontal coordinates were determined by differentially corrected
 FH0885.hand held GPS observations or other comparable positioning techniques
 FH0885.and have an estimated accuracy of +/- 3 meters.
 FH0885
 FH0885.The orthometric height was determined by differential leveling and
 FH0885.adjusted by the NATIONAL GEODETIC SURVEY
 FH0885.in June 1991.
 FH0885
 FH0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0885.GEOID18 height accuracy estimate available here.
 FH0885
 FH0885.Click photographs - Photos may exist for this station.
 FH0885
 FH0885.The dynamic height is computed by dividing the NAVD 88
 FH0885.geopotential number by the normal gravity value computed on the
 FH0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0885.degrees latitude (g = 980.6199 gals.).
 FH0885
 FH0885.The modeled gravity was interpolated from observed gravity values.
 FH0885
 FH0885;                    North         East    Units  Estimated Accuracy
 FH0885;SPC OK N     -    57,440.1     853,785.5     MT  (+/- 3 meters HH1 GPS) 
 FH0885
 FH0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0014729032(NAD 83)
 FH0885
 FH0885                          SUPERSEDED SURVEY CONTROL
 FH0885
 FH0885.No superseded survey control is available for this station.
 FH0885
 FH0885_MARKER: I = METAL ROD
 FH0885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0885_STAMPING: C 199 1984
 FH0885_MARK LOGO: NGS
 FH0885_PROJECTION: FLUSH
 FH0885_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FH0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0885+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0885_ROD/PIPE-DEPTH: 4.08 meters
 FH0885
 FH0885  HISTORY     - Date     Condition        Report By
 FH0885  HISTORY     - 1984     MONUMENTED       NGS
 FH0885  HISTORY     - 1988     GOOD             USPSQD
 FH0885  HISTORY     - 1989     GOOD             USPSQD
 FH0885  HISTORY     - 1990     GOOD             USPSQD
 FH0885  HISTORY     - 19981123 GOOD             OKDOT
 FH0885  HISTORY     - 20020815 GOOD             OKDOT
 FH0885
 FH0885                          STATION DESCRIPTION
 FH0885
 FH0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0885'4.9 KM (3.05 MI) WEST FROM WEBBERS FALLS.
 FH0885'4.9 KM (3.05 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0885'STATE HIGHWAY 100 WHICH IS ABOUT TWO MILES SOUTH OF WEBBERS FALLS,
 FH0885'THENCE ABOUT 0.2 KM (0.1 MI) NORTH ALONG ROSS ROAD, AT THE NORTHEAST
 FH0885'RIGHT-OF-WAY FENCE CORNER OF INTERSTATE 40 AND ROSS ROAD, 43.89 METERS
 FH0885'(144.0 FT) NORTH OF THE CENTER OF THE ROSS ROAD EXIT LANE ON THE NORTH
 FH0885'SIDE OF INTERSTATE 40, 20.72 METERS (68.0 FT) EAST OF THE CENTER OF
 FH0885'ROSS ROAD, 52.12 METERS (171.0 FT) SOUTH OF THE SOUTH END OF A
 FH0885'CONCRETE CULVERT UNDER A FEILD ENTRANCE ROAD, 3.16 METERS (10.4 FT)
 FH0885'NORTH OF A CORNER FENCE POST, 1.79 METERS (5.9 FT) NORTH OF A
 FH0885'TELEPHONE JUNCTION, AND 0.27 METERS (0.9 FT) WEST OF A FENCE.  NOTE,
 FH0885'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 FH0885'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 FH0885'THE MARK IS ABOVE LEVEL WITH ROSS ROAD.
 FH0885
 FH0885                          STATION RECOVERY (1988)
 FH0885
 FH0885'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0885'RECOVERED IN GOOD CONDITION.
 FH0885
 FH0885                          STATION RECOVERY (1989)
 FH0885
 FH0885'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0885'RECOVERED IN GOOD CONDITION.
 FH0885
 FH0885                          STATION RECOVERY (1990)
 FH0885
 FH0885'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0885'RECOVERED IN GOOD CONDITION.
 FH0885
 FH0885                          STATION RECOVERY (1998)
 FH0885
 FH0885'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (WLT)
 FH0885'RECOVERED AS DESCRIBED.
 FH0885
 FH0885                          STATION RECOVERY (2002)
 FH0885
 FH0885'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0910 ***********************************************************************
 FH0910  DESIGNATION -  C 200
 FH0910  PID         -  FH0910
 FH0910  STATE/COUNTY-  OK/SEQUOYAH
 FH0910  COUNTRY     -  US
 FH0910  USGS QUAD   -  SALLISAW (2019)
 FH0910
 FH0910                         *CURRENT SURVEY CONTROL
 FH0910  ______________________________________________________________________
 FH0910* NAD 83(1986) POSITION- 35 27 41.13   (N) 094 46 42.30   (W)   HD_HELD1
 FH0910* NAVD 88 ORTHO HEIGHT -   156.704 (meters)      514.12  (feet) ADJUSTED
 FH0910  ______________________________________________________________________
 FH0910  GEOID HEIGHT    -        -29.959 (meters)                     GEOID18
 FH0910  DYNAMIC HEIGHT  -        156.557 (meters)      513.64  (feet) COMP
 FH0910  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 FH0910
 FH0910  VERT ORDER      -  FIRST     CLASS II
 FH0910
 FH0910.The horizontal coordinates were determined by differentially corrected
 FH0910.hand held GPS observations or other comparable positioning techniques
 FH0910.and have an estimated accuracy of +/- 3 meters.
 FH0910
 FH0910.The orthometric height was determined by differential leveling and
 FH0910.adjusted by the NATIONAL GEODETIC SURVEY
 FH0910.in June 1991.
 FH0910
 FH0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0910.GEOID18 height accuracy estimate available here.
 FH0910
 FH0910.Click photographs - Photos may exist for this station.
 FH0910
 FH0910.The dynamic height is computed by dividing the NAVD 88
 FH0910.geopotential number by the normal gravity value computed on the
 FH0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0910.degrees latitude (g = 980.6199 gals.).
 FH0910
 FH0910.The modeled gravity was interpolated from observed gravity values.
 FH0910
 FH0910;                    North         East    Units  Estimated Accuracy
 FH0910;SPC OK N     -    56,048.3     892,384.4     MT  (+/- 3 meters HH1 GPS) 
 FH0910
 FH0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3862425668(NAD 83)
 FH0910
 FH0910                          SUPERSEDED SURVEY CONTROL
 FH0910
 FH0910.No superseded survey control is available for this station.
 FH0910
 FH0910_MARKER: F = FLANGE-ENCASED ROD
 FH0910_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0910+WITH SETTING: INFORMATION.
 FH0910_STAMPING: C 200 1984
 FH0910_MARK LOGO: NGS
 FH0910_PROJECTION: RECESSED 10 CENTIMETERS
 FH0910_MAGNETIC: I = MARKER IS A STEEL ROD
 FH0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0910+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0910_ROD/PIPE-DEPTH: 1.8 meters
 FH0910
 FH0910  HISTORY     - Date     Condition        Report By
 FH0910  HISTORY     - 1984     MONUMENTED       NGS
 FH0910  HISTORY     - 1988     GOOD             USPSQD
 FH0910  HISTORY     - 1989     GOOD             USPSQD
 FH0910  HISTORY     - 1990     GOOD             USPSQD
 FH0910  HISTORY     - 19970401 GOOD             NGS
 FH0910  HISTORY     - 20090119 GOOD             AIRDAT
 FH0910  HISTORY     - 20220801 GOOD             OKDOT
 FH0910
 FH0910                          STATION DESCRIPTION
 FH0910
 FH0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0910'IN SALLISAW.
 FH0910'IN SALLISAW, LOCATED NEAR THE INTERSECTION OF NORTH DOGWOOD STREET AND
 FH0910'EAST CHEROKEE AVENUE, SET AT THE SOUTHWEST CORNER OF A 11.7- BY
 FH0910'17.4-FOOT BRICK FOUNDATION PROJECTING 1.12 METERS (3.7 FT) SUPPORTING
 FH0910'A WELCOME TO SALLISAW SIGN, 28.49 METERS (93.5 FT) NORTH OF THE
 FH0910'CENTERLINE OF EAST CHEROKEE AVENUE, 56.99 METERS (187.0 FT) EAST OF
 FH0910'THE CENTER OF DOGWOOD STREET, 19.50 METERS (64.0 FT) SOUTH OF THE
 FH0910'SOUTH RAIL OF THE MISSOURI PACFIC RAILROAD TRACKS, 0.57 METERS
 FH0910'(1.9 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE FOUNDATION
 FH0910'WALL, AND 0.48 METERS (1.6 FT) WEST OF THE WEST FACE OF THE FOUNDATION
 FH0910'WALL.  ROD DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0910'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 FH0910'THE MARK IS 0.6 M BELOW EAST CHEROKEE AVENUE.
 FH0910
 FH0910                          STATION RECOVERY (1988)
 FH0910
 FH0910'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0910'RECOVERED IN GOOD CONDITION.
 FH0910
 FH0910                          STATION RECOVERY (1989)
 FH0910
 FH0910'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0910'RECOVERED IN GOOD CONDITION.
 FH0910
 FH0910                          STATION RECOVERY (1990)
 FH0910
 FH0910'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0910'RECOVERED IN GOOD CONDITION.
 FH0910
 FH0910                          STATION RECOVERY (1997)
 FH0910
 FH0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0910'IN SALLISAW, AT THE INTERSECTION OF CHEROKEE AVENUE AND NORTH DOGWOOD
 FH0910'STREET, IN A FLOWER BED ENCLOSING A WELCOME SIGN, 54.3 M (178.1 FT)
 FH0910'EAST OF THE STREET CENTER, 28.4 M (93.2 FT) NORTH OF THE AVENUE
 FH0910'CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT)
 FH0910'NORTHWEST OF THE SOUTHWEST CORNER OF THE SIGN, AND O.3 M WEST OF THE
 FH0910'WEST FACE OF THE SIGN.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FH0910'5-INCH LOGO CAP.
 FH0910
 FH0910                          STATION RECOVERY (2009)
 FH0910
 FH0910'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FH0910'CITY HAS COVERED STATION WITH FLOWERBED, STILL ACCESSIBLE
 FH0910
 FH0910                          STATION RECOVERY (2022)
 FH0910
 FH0910'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0865 ***********************************************************************
 FH0865  DESIGNATION -  C 201
 FH0865  PID         -  FH0865
 FH0865  STATE/COUNTY-  OK/MCINTOSH
 FH0865  COUNTRY     -  US
 FH0865  USGS QUAD   -  CHECOTAH (2018)
 FH0865
 FH0865                         *CURRENT SURVEY CONTROL
 FH0865  ______________________________________________________________________
 FH0865* NAD 83(1986) POSITION- 35 27 28.6    (N) 095 33 25.8    (W)   HD_HELD2
 FH0865* NAVD 88 ORTHO HEIGHT -   198.620 (meters)      651.64  (feet) ADJUSTED
 FH0865  ______________________________________________________________________
 FH0865  GEOID HEIGHT    -        -29.767 (meters)                     GEOID18
 FH0865  DYNAMIC HEIGHT  -        198.434 (meters)      651.03  (feet) COMP
 FH0865  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 FH0865
 FH0865  VERT ORDER      -  FIRST     CLASS II
 FH0865
 FH0865.The horizontal coordinates were established by autonomous hand held GPS
 FH0865.observations and have an estimated accuracy of +/- 10 meters.
 FH0865
 FH0865.The orthometric height was determined by differential leveling and
 FH0865.adjusted by the NATIONAL GEODETIC SURVEY
 FH0865.in June 1991.
 FH0865
 FH0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0865.GEOID18 height accuracy estimate available here.
 FH0865
 FH0865.Click photographs - Photos may exist for this station.
 FH0865
 FH0865.The dynamic height is computed by dividing the NAVD 88
 FH0865.geopotential number by the normal gravity value computed on the
 FH0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0865.degrees latitude (g = 980.6199 gals.).
 FH0865
 FH0865.The modeled gravity was interpolated from observed gravity values.
 FH0865
 FH0865;                    North         East    Units  Estimated Accuracy
 FH0865;SPC OK S     -   238,365.      821,742.      MT  (+/- 10 meters HH2 GPS)
 FH0865
 FH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6793626834(NAD 83)
 FH0865
 FH0865                          SUPERSEDED SURVEY CONTROL
 FH0865
 FH0865.No superseded survey control is available for this station.
 FH0865
 FH0865_MARKER: DV = VERTICAL CONTROL DISK
 FH0865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0865_SP_SET: PIER
 FH0865_STAMPING: C 201 1984
 FH0865_MARK LOGO: NGS
 FH0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0865+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 FH0865
 FH0865  HISTORY     - Date     Condition        Report By
 FH0865  HISTORY     - 1984     MONUMENTED       NGS
 FH0865  HISTORY     - 1988     GOOD             USPSQD
 FH0865  HISTORY     - 1989     GOOD             USPSQD
 FH0865  HISTORY     - 1990     GOOD             USPSQD
 FH0865  HISTORY     - 20020815 GOOD             OKDOT
 FH0865  HISTORY     - 20220713 GOOD             OKDOT
 FH0865
 FH0865                          STATION DESCRIPTION
 FH0865
 FH0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0865'2.3 KM (1.45 MI) WEST FROM CHECOTAH.
 FH0865'2.3 KM (1.45 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0865'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) IN CHECOTAH, SET IN THE EAST
 FH0865'FACE OF THE SOUTHERNMOST ONE OF THREE BRIDGE PIERS OF A DIRT ROAD
 FH0865'OVERPASS, AND 7.5 METERS (24.5 FT) SOUTH OF THE CENTERLINE OF
 FH0865'INTERSTATE HIGHWAY 40 EASTBOUND LANES.
 FH0865'THE MARK IS 1.5 M ABOVE EASTBOUND HIGHWAY.
 FH0865
 FH0865                          STATION RECOVERY (1988)
 FH0865
 FH0865'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0865'RECOVERED IN GOOD CONDITION.
 FH0865
 FH0865                          STATION RECOVERY (1989)
 FH0865
 FH0865'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0865'RECOVERED IN GOOD CONDITION.
 FH0865
 FH0865                          STATION RECOVERY (1990)
 FH0865
 FH0865'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0865'RECOVERED IN GOOD CONDITION.
 FH0865
 FH0865                          STATION RECOVERY (2002)
 FH0865
 FH0865'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0865'RECOVERED IN GOOD CONDITION.
 FH0865
 FH0865                          STATION RECOVERY (2022)
 FH0865
 FH0865'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1327 ***********************************************************************
 GL1327  DESIGNATION -  C 202
 GL1327  PID         -  GL1327
 GL1327  STATE/COUNTY-  OK/CIMARRON
 GL1327  COUNTRY     -  US
 GL1327  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1327
 GL1327                         *CURRENT SURVEY CONTROL
 GL1327  ______________________________________________________________________
 GL1327* NAD 83(1986) POSITION- 36 51 54.37   (N) 102 30 55.84   (W)   HD_HELD1
 GL1327* NAVD 88 ORTHO HEIGHT -  1216.366 (meters)     3990.69  (feet) ADJUSTED
 GL1327  ______________________________________________________________________
 GL1327  GEOID HEIGHT    -        -23.730 (meters)                     GEOID18
 GL1327  DYNAMIC HEIGHT  -       1215.048 (meters)     3986.37  (feet) COMP
 GL1327  MODELED GRAVITY -    979,505.5   (mgal)                       NAVD 88
 GL1327
 GL1327  VERT ORDER      -  FIRST     CLASS II
 GL1327
 GL1327.The horizontal coordinates were determined by differentially corrected
 GL1327.hand held GPS observations or other comparable positioning techniques
 GL1327.and have an estimated accuracy of +/- 3 meters.
 GL1327
 GL1327.The orthometric height was determined by differential leveling and
 GL1327.adjusted by the NATIONAL GEODETIC SURVEY
 GL1327.in June 1991.
 GL1327
 GL1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1327.GEOID18 height accuracy estimate available here.
 GL1327
 GL1327.Click photographs - Photos may exist for this station.
 GL1327
 GL1327.The dynamic height is computed by dividing the NAVD 88
 GL1327.geopotential number by the normal gravity value computed on the
 GL1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1327.degrees latitude (g = 980.6199 gals.).
 GL1327
 GL1327.The modeled gravity was interpolated from observed gravity values.
 GL1327
 GL1327;                    North         East    Units  Estimated Accuracy
 GL1327;SPC OK N     -   216,309.1     197,495.2     MT  (+/- 3 meters HH1 GPS) 
 GL1327
 GL1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2146982789(NAD 83)
 GL1327
 GL1327                          SUPERSEDED SURVEY CONTROL
 GL1327
 GL1327.No superseded survey control is available for this station.
 GL1327
 GL1327_MARKER: F = FLANGE-ENCASED ROD
 GL1327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1327_STAMPING: C 202 1985
 GL1327_MARK LOGO: NGS
 GL1327_PROJECTION: FLUSH
 GL1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1327+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 GL1327_ROD/PIPE-DEPTH: 9.7 meters
 GL1327_SLEEVE-DEPTH  : 8.8 meters
 GL1327
 GL1327  HISTORY     - Date     Condition        Report By
 GL1327  HISTORY     - 1985     MONUMENTED       NGS
 GL1327  HISTORY     - 20040706 GOOD             OKDOT
 GL1327  HISTORY     - 20190807 GOOD             OKDOT
 GL1327
 GL1327                          STATION DESCRIPTION
 GL1327
 GL1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1327'15.1 KM (9.4 MI) NORTH FROM BOISE CITY.
 GL1327'15.1 KM (9.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1327'IN BOISE CITY, 0.1 KM (0.05 MI) NORTH OF A ROADSIDE PARK, 21.4 M
 GL1327'(70.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) WEST
 GL1327'OF A T-FENCE CORNER, 10.2 M (33.5 FT) NORTH OF THE CENTER OF A DIRT
 GL1327'ROAD LEADING NORTHWEST, AND 6.6 M (21.7 FT) EAST OF A FENCE CORNER.
 GL1327'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1327'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 GL1327'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1327
 GL1327                          STATION RECOVERY (2004)
 GL1327
 GL1327'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL1327'RECOVERED IN GOOD CONDITION.
 GL1327
 GL1327                          STATION RECOVERY (2019)
 GL1327
 GL1327'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL1327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1107 ***********************************************************************
 DM1107  DESIGNATION -  C 203
 DM1107  PID         -  DM1107
 DM1107  STATE/COUNTY-  OK/MCCURTAIN
 DM1107  COUNTRY     -  US
 DM1107  USGS QUAD   -  TOM (2019)
 DM1107
 DM1107                         *CURRENT SURVEY CONTROL
 DM1107  ______________________________________________________________________
 DM1107* NAD 83(1986) POSITION- 33 44 10.     (N) 094 30 09.     (W)   SCALED
 DM1107* NAVD 88 ORTHO HEIGHT -   108.781 (meters)      356.89  (feet) ADJUSTED
 DM1107  ______________________________________________________________________
 DM1107  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 DM1107  DYNAMIC HEIGHT  -        108.668 (meters)      356.52  (feet) COMP
 DM1107  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 DM1107
 DM1107  VERT ORDER      -  FIRST     CLASS II
 DM1107
 DM1107.The horizontal coordinates were scaled from a map and have
 DM1107.an estimated accuracy of +/- 6 seconds.
 DM1107
 DM1107.The orthometric height was determined by differential leveling and
 DM1107.adjusted by the NATIONAL GEODETIC SURVEY
 DM1107.in June 1991.
 DM1107
 DM1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1107.GEOID18 height accuracy estimate available here.
 DM1107
 DM1107.Click photographs - Photos may exist for this station.
 DM1107
 DM1107.The dynamic height is computed by dividing the NAVD 88
 DM1107.geopotential number by the normal gravity value computed on the
 DM1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1107.degrees latitude (g = 980.6199 gals.).
 DM1107
 DM1107.The modeled gravity was interpolated from observed gravity values.
 DM1107
 DM1107;                    North         East    Units  Estimated Accuracy
 DM1107;SPC OK S     -    50,290.      924,060.      MT  (+/- 180 meters Scaled)
 DM1107
 DM1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT608339(NAD 83)
 DM1107
 DM1107                          SUPERSEDED SURVEY CONTROL
 DM1107
 DM1107.No superseded survey control is available for this station.
 DM1107
 DM1107_MARKER: I = METAL ROD
 DM1107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1107+WITH SETTING: INFORMATION.
 DM1107_STAMPING: C 203 1986
 DM1107_MARK LOGO: NGS
 DM1107_PROJECTION: FLUSH
 DM1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1107_ROD/PIPE-DEPTH: 2.8 meters
 DM1107
 DM1107  HISTORY     - Date     Condition        Report By
 DM1107  HISTORY     - 1986     MONUMENTED       NGS
 DM1107
 DM1107                          STATION DESCRIPTION
 DM1107
 DM1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1107'11.2 KM (6.95 MI) WEST FROM FOREMAN AR.
 DM1107'11.2 KM (6.95 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1107'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1107'17.7 M (58.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.7 M (28.5
 DM1107'FT) NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE CULVERT, AND
 DM1107'6.7 M (22.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE.
 DM1107'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1107'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1107'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0811 ***********************************************************************
 FJ0811  DESIGNATION -  C 204
 FJ0811  PID         -  FJ0811
 FJ0811  STATE/COUNTY-  OK/CANADIAN
 FJ0811  COUNTRY     -  US
 FJ0811  USGS QUAD   -  EL RENO (2018)
 FJ0811
 FJ0811                         *CURRENT SURVEY CONTROL
 FJ0811  ______________________________________________________________________
 FJ0811* NAD 83(1986) POSITION- 35 33 57.     (N) 097 57 29.     (W)   SCALED
 FJ0811* NAVD 88 ORTHO HEIGHT -   403.120 (meters)     1322.57  (feet) ADJUSTED
 FJ0811  ______________________________________________________________________
 FJ0811  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 FJ0811  DYNAMIC HEIGHT  -        402.729 (meters)     1321.29  (feet) COMP
 FJ0811  MODELED GRAVITY -    979,652.6   (mgal)                       NAVD 88
 FJ0811
 FJ0811  VERT ORDER      -  FIRST     CLASS II
 FJ0811
 FJ0811.The horizontal coordinates were scaled from a map and have
 FJ0811.an estimated accuracy of +/- 6 seconds.
 FJ0811
 FJ0811.The orthometric height was determined by differential leveling and
 FJ0811.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0811.in June 1991.
 FJ0811
 FJ0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0811.GEOID18 height accuracy estimate available here.
 FJ0811
 FJ0811.Click photographs - Photos may exist for this station.
 FJ0811
 FJ0811.The dynamic height is computed by dividing the NAVD 88
 FJ0811.geopotential number by the normal gravity value computed on the
 FJ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0811.degrees latitude (g = 980.6199 gals.).
 FJ0811
 FJ0811.The modeled gravity was interpolated from observed gravity values.
 FJ0811
 FJ0811;                    North         East    Units  Estimated Accuracy
 FJ0811;SPC OK N     -    62,780.      603,800.      MT  (+/- 180 meters Scaled)
 FJ0811
 FJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE944362(NAD 83)
 FJ0811
 FJ0811                          SUPERSEDED SURVEY CONTROL
 FJ0811
 FJ0811  NGVD 29 (04/22/92)  402.946  (m)         1322.00   (f) ADJUSTED    1 2
 FJ0811
 FJ0811.Superseded values are not recommended for survey control.
 FJ0811
 FJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0811.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0811
 FJ0811_MARKER: I = METAL ROD
 FJ0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0811_STAMPING: C 204 1985
 FJ0811_MARK LOGO: NGS
 FJ0811_PROJECTION: FLUSH
 FJ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0811_ROD/PIPE-DEPTH: 16.5 meters
 FJ0811
 FJ0811  HISTORY     - Date     Condition        Report By
 FJ0811  HISTORY     - 1985     MONUMENTED       NGS
 FJ0811
 FJ0811                          STATION DESCRIPTION
 FJ0811
 FJ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0811'3.5 KM (2.2 MI) NORTH FROM EL RENO.
 FJ0811'3.52 KM (2.19 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0811'COURTHOUSE AT EL RENO, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 FJ0811'PAVED SECTION LINE ROAD, 0.27 KM (0.17 MI) NORTH OF THE NORTH END OF A
 FJ0811'BRIDGE OVER THE NORTH CANADIAN RIVER, 61.0 METERS (200 FT) EAST OF THE
 FJ0811'HIGHWAY CENTERLINE, 16.5 METERS (54 FT) NORTH OF THE CENTER OF THE
 FJ0811'ROAD, 7.3 METERS (24 FT) NORTH OF A TELEPHONE CABLE ACCESS BOX 103
 FJ0811'1571 AND 0.2 METER (0.7 FT) WEST OF THE RIGHT OF WAY FENCE.
 FJ0811'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0811'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0811'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0558 ***********************************************************************
 GH0558  DESIGNATION -  C 205
 GH0558  PID         -  GH0558
 GH0558  STATE/COUNTY-  OK/GARFIELD
 GH0558  COUNTRY     -  US
 GH0558  USGS QUAD   -  ENID WEST (2018)
 GH0558
 GH0558                         *CURRENT SURVEY CONTROL
 GH0558  ______________________________________________________________________
 GH0558* NAD 83(1986) POSITION- 36 24 27.     (N) 097 53 25.     (W)   SCALED
 GH0558* NAVD 88 ORTHO HEIGHT -   385.091 (meters)     1263.42  (feet) ADJUSTED
 GH0558  ______________________________________________________________________
 GH0558  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 GH0558  DYNAMIC HEIGHT  -        384.753 (meters)     1262.31  (feet) COMP
 GH0558  MODELED GRAVITY -    979,741.8   (mgal)                       NAVD 88
 GH0558
 GH0558  VERT ORDER      -  FIRST     CLASS II
 GH0558
 GH0558.The horizontal coordinates were scaled from a map and have
 GH0558.an estimated accuracy of +/- 6 seconds.
 GH0558
 GH0558.The orthometric height was determined by differential leveling and
 GH0558.adjusted by the NATIONAL GEODETIC SURVEY
 GH0558.in June 1991.
 GH0558
 GH0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0558.GEOID18 height accuracy estimate available here.
 GH0558
 GH0558.Click photographs - Photos may exist for this station.
 GH0558
 GH0558.The dynamic height is computed by dividing the NAVD 88
 GH0558.geopotential number by the normal gravity value computed on the
 GH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0558.degrees latitude (g = 980.6199 gals.).
 GH0558
 GH0558.The modeled gravity was interpolated from observed gravity values.
 GH0558
 GH0558;                    North         East    Units  Estimated Accuracy
 GH0558;SPC OK N     -   156,170.      609,840.      MT  (+/- 180 meters Scaled)
 GH0558
 GH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF995297(NAD 83)
 GH0558
 GH0558                          SUPERSEDED SURVEY CONTROL
 GH0558
 GH0558  NGVD 29 (04/22/92)  384.915  (m)         1262.84   (f) ADJUSTED    1 2
 GH0558
 GH0558.Superseded values are not recommended for survey control.
 GH0558
 GH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0558.See file dsdata.pdf to determine how the superseded data were derived.
 GH0558
 GH0558_MARKER: I = METAL ROD
 GH0558_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH0558_STAMPING: C 205 1985
 GH0558_MARK LOGO: NGS
 GH0558_PROJECTION: FLUSH
 GH0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0558+STABILITY: POSITION/ELEVATION WELL
 GH0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0558+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0558_ROD/PIPE-DEPTH: 12.2 meters
 GH0558_SLEEVE-DEPTH  : 6.1 meters
 GH0558
 GH0558  HISTORY     - Date     Condition        Report By
 GH0558  HISTORY     - 1985     MONUMENTED       NGS
 GH0558  HISTORY     - 20091201 GOOD             INDIV
 GH0558
 GH0558                          STATION DESCRIPTION
 GH0558
 GH0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0558'2.3 KM (1.4 MI) WNW FROM ENID.
 GH0558'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE GARFIELD COUNTY
 GH0558'COURTHOUSE AT ENID, THENCE 1.3 KM (0.8 MI) NORTH ALONG US HIGHWAY 81,
 GH0558'AT THE WEST CHESTNUT STREET EXIT FOR HIGHWAY 81 NORTHBOUND, ABOUT 122
 GH0558'METERS (400 FT) NORTHWEST OF THE SOUTHWEST END OF A LARGE GRAIN
 GH0558'ELEVATOR AND AT THE NORTHWEST CORNER OF THE MUNICIPAL CITY PARK,
 GH0558'21.3 METERS (69.9 FT) EAST OF THE CENTERLINE OF US HIGHWAY 81
 GH0558'NORTHBOUND (SLOPE DISTANT), 19.2 METERS (63 FT) NORTHEAST OF THE NORTH
 GH0558'END OF THE EAST MEATL GUARD RAIL OF THE HIGHWAY 81 NORTHBOUND (SLOPE
 GH0558'DISTANT), 9.1 METERS (30 FT) WEST OF A DOUBLE GUYED POWER LINE POLE,
 GH0558'1.5 METERS (5 FT) NORTH-NORTHEAST OF A GUY ANCHOR, 5.2 METERS (17 FT)
 GH0558'WEST OF THE 3RD 30-INCH OAK TREE SOUTH OF THE MOST NORTHWEST 30-INCH
 GH0558'OAK TREE IN THE PARK AND 7.0 METERS (23 FT) EAST OF THE NORTHEAST END
 GH0558'OF A 18-INCH METAL PIPE CULVERT UNDER HIGHWAY 81.  NOTE--ACCESS TO
 GH0558'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0558'THE MARK IS 1.5 METERS  NNE FROM  A WITNESS POST
 GH0558'THE MARK IS 3.7 M BELOW THE HIGHWAY.
 GH0558
 GH0558                          STATION RECOVERY (2009)
 GH0558
 GH0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0587 ***********************************************************************
 GH0587  DESIGNATION -  C 206
 GH0587  PID         -  GH0587
 GH0587  STATE/COUNTY-  OK/GRANT
 GH0587  COUNTRY     -  US
 GH0587  USGS QUAD   -  MEDFORD (2018)
 GH0587
 GH0587                         *CURRENT SURVEY CONTROL
 GH0587  ______________________________________________________________________
 GH0587* NAD 83(1986) POSITION- 36 47 57.     (N) 097 44 17.     (W)   SCALED
 GH0587* NAVD 88 ORTHO HEIGHT -   330.054 (meters)     1082.85  (feet) ADJUSTED
 GH0587  ______________________________________________________________________
 GH0587  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 GH0587  DYNAMIC HEIGHT  -        329.778 (meters)     1081.95  (feet) COMP
 GH0587  MODELED GRAVITY -    979,786.0   (mgal)                       NAVD 88
 GH0587
 GH0587  VERT ORDER      -  FIRST     CLASS II
 GH0587
 GH0587.The horizontal coordinates were scaled from a map and have
 GH0587.an estimated accuracy of +/- 6 seconds.
 GH0587
 GH0587.The orthometric height was determined by differential leveling and
 GH0587.adjusted by the NATIONAL GEODETIC SURVEY
 GH0587.in June 1991.
 GH0587
 GH0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0587.GEOID18 height accuracy estimate available here.
 GH0587
 GH0587.Click photographs - Photos may exist for this station.
 GH0587
 GH0587.The dynamic height is computed by dividing the NAVD 88
 GH0587.geopotential number by the normal gravity value computed on the
 GH0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0587.degrees latitude (g = 980.6199 gals.).
 GH0587
 GH0587.The modeled gravity was interpolated from observed gravity values.
 GH0587
 GH0587;                    North         East    Units  Estimated Accuracy
 GH0587;SPC OK N     -   199,660.      623,380.      MT  (+/- 180 meters Scaled)
 GH0587
 GH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF125733(NAD 83)
 GH0587
 GH0587                          SUPERSEDED SURVEY CONTROL
 GH0587
 GH0587.No superseded survey control is available for this station.
 GH0587
 GH0587_MARKER: I = METAL ROD
 GH0587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH0587_STAMPING: C 206 1985
 GH0587_MARK LOGO: NGS
 GH0587_PROJECTION: FLUSH
 GH0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0587+STABILITY: POSITION/ELEVATION WELL
 GH0587_ROD/PIPE-DEPTH: 7.3 meters
 GH0587_SLEEVE-DEPTH  : 6.1 meters
 GH0587
 GH0587  HISTORY     - Date     Condition        Report By
 GH0587  HISTORY     - 1985     MONUMENTED       NGS
 GH0587
 GH0587                          STATION DESCRIPTION
 GH0587
 GH0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0587'1.3 KM (0.8 MI) SSW FROM MEDFORD.
 GH0587'1.3 KM (0.8 MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION
 GH0587'OF STATE ROUTE 11 AT MEDFORD, AT THE MEDFORD CITY WATER RESERVOIR
 GH0587'TANK, 38.0 METERS (124.6 FT) WEST-NORTHWEST OF THE HIGHWAY CENTERLINE,
 GH0587'8.5 METERS (28 FT) NORTH OF THE NORTH FACE OF THE ROUND CONCRETE
 GH0587'RESERVOIR, 2.7 METERS (9.3 FT) SOUTH OF A POWER POLE AND 15.2 METERS
 GH0587'(50 FT) SOUTHEAST OF A SECURTIY LIGHT POLE.  NOTE--ACCESS TO DATUM
 GH0587'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0587'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0587'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0593 ***********************************************************************
 GH0593  DESIGNATION -  C 207
 GH0593  PID         -  GH0593
 GH0593  STATE/COUNTY-  OK/KINGFISHER
 GH0593  COUNTRY     -  US
 GH0593  USGS QUAD   -  HENNESSEY (2018)
 GH0593
 GH0593                         *CURRENT SURVEY CONTROL
 GH0593  ______________________________________________________________________
 GH0593* NAD 83(1986) POSITION- 36 04 27.32   (N) 097 53 56.45   (W)   HD_HELD1
 GH0593* NAVD 88 ORTHO HEIGHT -   343.799 (meters)     1127.95  (feet) ADJUSTED
 GH0593  ______________________________________________________________________
 GH0593  GEOID HEIGHT    -        -27.447 (meters)                     GEOID18
 GH0593  DYNAMIC HEIGHT  -        343.489 (meters)     1126.93  (feet) COMP
 GH0593  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 GH0593
 GH0593  VERT ORDER      -  FIRST     CLASS II
 GH0593
 GH0593.The horizontal coordinates were determined by differentially corrected
 GH0593.hand held GPS observations or other comparable positioning techniques
 GH0593.and have an estimated accuracy of +/- 3 meters.
 GH0593
 GH0593.The orthometric height was determined by differential leveling and
 GH0593.adjusted by the NATIONAL GEODETIC SURVEY
 GH0593.in June 1991.
 GH0593
 GH0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0593.GEOID18 height accuracy estimate available here.
 GH0593
 GH0593.Click photographs - Photos may exist for this station.
 GH0593
 GH0593.The dynamic height is computed by dividing the NAVD 88
 GH0593.geopotential number by the normal gravity value computed on the
 GH0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0593.degrees latitude (g = 980.6199 gals.).
 GH0593
 GH0593.The modeled gravity was interpolated from observed gravity values.
 GH0593
 GH0593;                    North         East    Units  Estimated Accuracy
 GH0593;SPC OK N     -   119,196.3     609,096.2     MT  (+/- 3 meters HH1 GPS) 
 GH0593
 GH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9913892745(NAD 83)
 GH0593
 GH0593                          SUPERSEDED SURVEY CONTROL
 GH0593
 GH0593  NGVD 29 (04/22/92)  343.630  (m)         1127.39   (f) ADJUSTED    1 2
 GH0593
 GH0593.Superseded values are not recommended for survey control.
 GH0593
 GH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0593.See file dsdata.pdf to determine how the superseded data were derived.
 GH0593
 GH0593_MARKER: I = METAL ROD
 GH0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0593_STAMPING: C 207 1985
 GH0593_MARK LOGO: NGS
 GH0593_PROJECTION: FLUSH
 GH0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0593_ROD/PIPE-DEPTH: 14.9 meters
 GH0593
 GH0593  HISTORY     - Date     Condition        Report By
 GH0593  HISTORY     - 1985     MONUMENTED       NGS
 GH0593
 GH0593                          STATION DESCRIPTION
 GH0593
 GH0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0593'3.7 KM (2.3 MI) SOUTH FROM HENNESSEY.
 GH0593'3.69 KM (2.29 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0593'HENNESSEY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL DRIVE
 GH0593'LEADING EAST TO THE WHITTENBURG COMPANY, 0.12 KM (0.07 MI) NORTH OF
 GH0593'THE JUNCTION OF A PAVED SECTION LINE ROAD, 18.0 METERS (59 FT) EAST OF
 GH0593'THE HIGHWAY CENTERLINE, 6.1 METERS (20 FT) SOUTH OF THE CENTER OF THE
 GH0593'DRIVE, 21.3 METERS (70 FT) NORTH-NORTHEAST OF A FIRE HYDRANT,
 GH0593'13.0 METERS (42.5 FT) SOUTH OF THE THIRD POWER POLE NORTH OF THE
 GH0593'SECTION LINE ROAD, 0.5 METER (1.7 FT) SOUTH-SOUTHWEST OF THE NORTHWEST
 GH0593'WHITE WOODEN FENCE CORNER AND 0.3 METER (1 FT) WEST OF THE FENCE.
 GH0593'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0593'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST
 GH0593'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1124 ***********************************************************************
 DM1124  DESIGNATION -  C 208
 DM1124  PID         -  DM1124
 DM1124  STATE/COUNTY-  OK/MCCURTAIN
 DM1124  COUNTRY     -  US
 DM1124  USGS QUAD   -  SHULTS (2019)
 DM1124
 DM1124                         *CURRENT SURVEY CONTROL
 DM1124  ______________________________________________________________________
 DM1124* NAD 83(1986) POSITION- 33 53 42.     (N) 094 44 23.     (W)   SCALED
 DM1124* NAVD 88 ORTHO HEIGHT -   135.340 (meters)      444.03  (feet) ADJUSTED
 DM1124  ______________________________________________________________________
 DM1124  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 DM1124  DYNAMIC HEIGHT  -        135.202 (meters)      443.58  (feet) COMP
 DM1124  MODELED GRAVITY -    979,618.3   (mgal)                       NAVD 88
 DM1124
 DM1124  VERT ORDER      -  FIRST     CLASS II
 DM1124
 DM1124.The horizontal coordinates were scaled from a map and have
 DM1124.an estimated accuracy of +/- 6 seconds.
 DM1124
 DM1124.The orthometric height was determined by differential leveling and
 DM1124.adjusted by the NATIONAL GEODETIC SURVEY
 DM1124.in June 1991.
 DM1124
 DM1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1124.GEOID18 height accuracy estimate available here.
 DM1124
 DM1124.Click photographs - Photos may exist for this station.
 DM1124
 DM1124.The dynamic height is computed by dividing the NAVD 88
 DM1124.geopotential number by the normal gravity value computed on the
 DM1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1124.degrees latitude (g = 980.6199 gals.).
 DM1124
 DM1124.The modeled gravity was interpolated from observed gravity values.
 DM1124
 DM1124;                    North         East    Units  Estimated Accuracy
 DM1124;SPC OK S     -    67,170.      901,520.      MT  (+/- 180 meters Scaled)
 DM1124
 DM1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT391518(NAD 83)
 DM1124
 DM1124                          SUPERSEDED SURVEY CONTROL
 DM1124
 DM1124.No superseded survey control is available for this station.
 DM1124
 DM1124_MARKER: I = METAL ROD
 DM1124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1124_STAMPING: C 208 1986
 DM1124_MARK LOGO: NGS
 DM1124_PROJECTION: FLUSH
 DM1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1124+STABILITY: POSITION/ELEVATION WELL
 DM1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1124+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DM1124_ROD/PIPE-DEPTH: 14.0 meters
 DM1124_SLEEVE-DEPTH  : 12.2 meters
 DM1124
 DM1124  HISTORY     - Date     Condition        Report By
 DM1124  HISTORY     - 1986     MONUMENTED       NGS
 DM1124  HISTORY     - 20090715 GOOD             AIRDAT
 DM1124
 DM1124                          STATION DESCRIPTION
 DM1124
 DM1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1124'8.1 KM (5.05 MI) EAST FROM IDABEL.
 DM1124'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1124'U.S. HIGHWAY 259 IN IDABEL, THENCE 4.6 KM (2.85 MI) EASTERLY ALONG
 DM1124'STATE HIGHWAY 3, 30.3 M (99.4 FT) SOUTH OF THE CENTERLINE OF THE
 DM1124'HIGHWAY, 11.8 M (38.7 FT) NORTH OF UTILITY PEDESTAL NUMBER SPL 140,
 DM1124'7.6 M (24.9 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH,
 DM1124'AND 0.9 M (3.0 FT) SOUTH OF UTILITY POLE NUMBER 5824-01-9897.
 DM1124'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1124'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DM1124
 DM1124                          STATION RECOVERY (2009)
 DM1124
 DM1124'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (KEG)
 DM1124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0783 ***********************************************************************
 EK0783  DESIGNATION -  C 209
 EK0783  PID         -  EK0783
 EK0783  STATE/COUNTY-  OK/CHOCTAW
 EK0783  COUNTRY     -  US
 EK0783  USGS QUAD   -  HUGO DAM (2019)
 EK0783
 EK0783                         *CURRENT SURVEY CONTROL
 EK0783  ______________________________________________________________________
 EK0783* NAD 83(1986) POSITION- 34 00 24.     (N) 095 29 25.     (W)   SCALED
 EK0783* NAVD 88 ORTHO HEIGHT -   154.148 (meters)      505.73  (feet) ADJUSTED
 EK0783  ______________________________________________________________________
 EK0783  GEOID HEIGHT    -        -29.030 (meters)                     GEOID18
 EK0783  DYNAMIC HEIGHT  -        153.983 (meters)      505.19  (feet) COMP
 EK0783  MODELED GRAVITY -    979,566.2   (mgal)                       NAVD 88
 EK0783
 EK0783  VERT ORDER      -  FIRST     CLASS II
 EK0783
 EK0783.The horizontal coordinates were scaled from a map and have
 EK0783.an estimated accuracy of +/- 6 seconds.
 EK0783
 EK0783.The orthometric height was determined by differential leveling and
 EK0783.adjusted by the NATIONAL GEODETIC SURVEY
 EK0783.in June 1991.
 EK0783
 EK0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0783.GEOID18 height accuracy estimate available here.
 EK0783
 EK0783.Click photographs - Photos may exist for this station.
 EK0783
 EK0783.The dynamic height is computed by dividing the NAVD 88
 EK0783.geopotential number by the normal gravity value computed on the
 EK0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0783.degrees latitude (g = 980.6199 gals.).
 EK0783
 EK0783.The modeled gravity was interpolated from observed gravity values.
 EK0783
 EK0783;                    North         East    Units  Estimated Accuracy
 EK0783;SPC OK S     -    77,570.      831,820.      MT  (+/- 180 meters Scaled)
 EK0783
 EK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT700656(NAD 83)
 EK0783
 EK0783                          SUPERSEDED SURVEY CONTROL
 EK0783
 EK0783.No superseded survey control is available for this station.
 EK0783
 EK0783_MARKER: I = METAL ROD
 EK0783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0783+WITH SETTING: INFORMATION.
 EK0783_STAMPING: C 209 1986
 EK0783_MARK LOGO: NGS
 EK0783_PROJECTION: FLUSH
 EK0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0783_ROD/PIPE-DEPTH: 2.2 meters
 EK0783
 EK0783  HISTORY     - Date     Condition        Report By
 EK0783  HISTORY     - 1986     MONUMENTED       NGS
 EK0783
 EK0783                          STATION DESCRIPTION
 EK0783
 EK0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0783'2.2 KM (1.35 MI) EAST FROM HUGO.
 EK0783'2.2 KM (1.35 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0783'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 20.9 M (68.6 FT) NORTHWEST OF
 EK0783'A UTILITY POLE, 12.2 M (40.0 FT) SOUTHEAST OF UTILITY POLE NUMBER 37,
 EK0783'11.5 M (37.7 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 EK0783'OF THE HIGHWAY, AND 7.6 M (24.9 FT) SOUTHEAST OF THE EXTENDED CENTER
 EK0783'OF THE NORTHWEST DRIVEWAY LEADING TO THE WINN DIXIE PARKING LOT.
 EK0783'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0783'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EK0783'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1123 ***********************************************************************
 DM1123  DESIGNATION -  C 210
 DM1123  PID         -  DM1123
 DM1123  STATE/COUNTY-  OK/MCCURTAIN
 DM1123  COUNTRY     -  US
 DM1123  USGS QUAD   -  SHULTS (2019)
 DM1123
 DM1123                         *CURRENT SURVEY CONTROL
 DM1123  ______________________________________________________________________
 DM1123* NAD 83(1986) POSITION- 33 53 43.     (N) 094 43 12.     (W)   SCALED
 DM1123* NAVD 88 ORTHO HEIGHT -   114.782 (meters)      376.58  (feet) ADJUSTED
 DM1123  ______________________________________________________________________
 DM1123  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 DM1123  DYNAMIC HEIGHT  -        114.666 (meters)      376.20  (feet) COMP
 DM1123  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 DM1123
 DM1123  VERT ORDER      -  FIRST     CLASS II
 DM1123
 DM1123.The horizontal coordinates were scaled from a map and have
 DM1123.an estimated accuracy of +/- 6 seconds.
 DM1123
 DM1123.The orthometric height was determined by differential leveling and
 DM1123.adjusted by the NATIONAL GEODETIC SURVEY
 DM1123.in June 1991.
 DM1123
 DM1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1123.GEOID18 height accuracy estimate available here.
 DM1123
 DM1123.Click photographs - Photos may exist for this station.
 DM1123
 DM1123.The dynamic height is computed by dividing the NAVD 88
 DM1123.geopotential number by the normal gravity value computed on the
 DM1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1123.degrees latitude (g = 980.6199 gals.).
 DM1123
 DM1123.The modeled gravity was interpolated from observed gravity values.
 DM1123
 DM1123;                    North         East    Units  Estimated Accuracy
 DM1123;SPC OK S     -    67,260.      903,340.      MT  (+/- 180 meters Scaled)
 DM1123
 DM1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT409518(NAD 83)
 DM1123
 DM1123                          SUPERSEDED SURVEY CONTROL
 DM1123
 DM1123.No superseded survey control is available for this station.
 DM1123
 DM1123_MARKER: I = METAL ROD
 DM1123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1123_STAMPING: C 210 1986
 DM1123_MARK LOGO: NGS
 DM1123_PROJECTION: FLUSH
 DM1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1123_ROD/PIPE-DEPTH: 4.3 meters
 DM1123
 DM1123  HISTORY     - Date     Condition        Report By
 DM1123  HISTORY     - 1986     MONUMENTED       NGS
 DM1123
 DM1123                          STATION DESCRIPTION
 DM1123
 DM1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1123'9.9 KM (6.15 MI) EAST FROM IDABEL.
 DM1123'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1123'U.S. HIGHWAY 259 IN IDABEL, THENCE 6.4 KM (4.0 MI) EASTERLY ALONG
 DM1123'STATE HIGHWAY 3, 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE
 DM1123'HIGHWAY, 3.8 M (12.5 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 1.7 M
 DM1123'(5.6 FT) EAST OF UTILITY POLE NUMBER RPL 100 86.  NOTE--ACCESS TO
 DM1123'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1123'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1123'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0665 ***********************************************************************
 EL0665  DESIGNATION -  C 211
 EL0665  PID         -  EL0665
 EL0665  STATE/COUNTY-  OK/STEPHENS
 EL0665  COUNTRY     -  US
 EL0665  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0665
 EL0665                         *CURRENT SURVEY CONTROL
 EL0665  ______________________________________________________________________
 EL0665* NAD 83(1986) POSITION- 34 29 31.     (N) 097 57 22.     (W)   SCALED
 EL0665* NAVD 88 ORTHO HEIGHT -   339.066 (meters)     1112.42  (feet) ADJUSTED
 EL0665  ______________________________________________________________________
 EL0665  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 EL0665  DYNAMIC HEIGHT  -        338.718 (meters)     1111.28  (feet) COMP
 EL0665  MODELED GRAVITY -    979,598.2   (mgal)                       NAVD 88
 EL0665
 EL0665  VERT ORDER      -  FIRST     CLASS II
 EL0665
 EL0665.The horizontal coordinates were scaled from a map and have
 EL0665.an estimated accuracy of +/- 6 seconds.
 EL0665
 EL0665.The orthometric height was determined by differential leveling and
 EL0665.adjusted by the NATIONAL GEODETIC SURVEY
 EL0665.in June 1991.
 EL0665
 EL0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0665.GEOID18 height accuracy estimate available here.
 EL0665
 EL0665.Click photographs - Photos may exist for this station.
 EL0665
 EL0665.The dynamic height is computed by dividing the NAVD 88
 EL0665.geopotential number by the normal gravity value computed on the
 EL0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0665.degrees latitude (g = 980.6199 gals.).
 EL0665
 EL0665.The modeled gravity was interpolated from observed gravity values.
 EL0665
 EL0665;                    North         East    Units  Estimated Accuracy
 EL0665;SPC OK S     -   128,520.      604,030.      MT  (+/- 180 meters Scaled)
 EL0665
 EL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND958171(NAD 83)
 EL0665
 EL0665                          SUPERSEDED SURVEY CONTROL
 EL0665
 EL0665.No superseded survey control is available for this station.
 EL0665
 EL0665_MARKER: DV = VERTICAL CONTROL DISK
 EL0665_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0665_SP_SET: PIER
 EL0665_STAMPING: C 211 1986
 EL0665_MARK LOGO: NGS
 EL0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0665
 EL0665  HISTORY     - Date     Condition        Report By
 EL0665  HISTORY     - 1986     MONUMENTED       NGS
 EL0665
 EL0665                          STATION DESCRIPTION
 EL0665
 EL0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0665'IN DUNCAN.
 EL0665'IN DUNCAN, AT THE INTERSECTION OF THE OKLAHOMA KANSAS TEXAS RAILROAD
 EL0665'AND STATE HIGHWAY 7, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 EL0665'SOUTHERLY COLUMN OF THE MOST WESTERLY PIER OF THE HIGHWAY OVERPASS OF
 EL0665'THE RAILROAD, 30.1 M (98.8 FT) WEST OF THE WEST RAIL, 10.9 M (35.8 FT)
 EL0665'WEST OF THE CENTER OF 7TH STREET, AND 3.2 M (10.5 FT) SOUTH OF THE
 EL0665'CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 EL0665'THE MARK IS 1.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0954 ***********************************************************************
 DN0954  DESIGNATION -  C 212
 DN0954  PID         -  DN0954
 DN0954  STATE/COUNTY-  OK/BRYAN
 DN0954  COUNTRY     -  US
 DN0954  USGS QUAD   -  ROBERTA (2018)
 DN0954
 DN0954                         *CURRENT SURVEY CONTROL
 DN0954  ______________________________________________________________________
 DN0954* NAD 83(1986) POSITION- 33 59 50.     (N) 096 19 11.     (W)   SCALED
 DN0954* NAVD 88 ORTHO HEIGHT -   188.849 (meters)      619.58  (feet) ADJUSTED
 DN0954  ______________________________________________________________________
 DN0954  GEOID HEIGHT    -        -26.592 (meters)                     GEOID18
 DN0954  DYNAMIC HEIGHT  -        188.655 (meters)      618.95  (feet) COMP
 DN0954  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 DN0954
 DN0954  VERT ORDER      -  FIRST     CLASS II
 DN0954
 DN0954.The horizontal coordinates were scaled from a map and have
 DN0954.an estimated accuracy of +/- 6 seconds.
 DN0954
 DN0954.The orthometric height was determined by differential leveling and
 DN0954.adjusted by the NATIONAL GEODETIC SURVEY
 DN0954.in June 1991.
 DN0954
 DN0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0954.GEOID18 height accuracy estimate available here.
 DN0954
 DN0954.Click photographs - Photos may exist for this station.
 DN0954
 DN0954.The dynamic height is computed by dividing the NAVD 88
 DN0954.geopotential number by the normal gravity value computed on the
 DN0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0954.degrees latitude (g = 980.6199 gals.).
 DN0954
 DN0954.The modeled gravity was interpolated from observed gravity values.
 DN0954
 DN0954;                    North         East    Units  Estimated Accuracy
 DN0954;SPC OK S     -    74,930.      755,230.      MT  (+/- 180 meters Scaled)
 DN0954
 DN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC475650(NAD 83)
 DN0954
 DN0954                          SUPERSEDED SURVEY CONTROL
 DN0954
 DN0954.No superseded survey control is available for this station.
 DN0954
 DN0954_MARKER: I = METAL ROD
 DN0954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0954_STAMPING: C 212 1986
 DN0954_MARK LOGO: NGS
 DN0954_PROJECTION: FLUSH
 DN0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0954_ROD/PIPE-DEPTH: 3.8 meters
 DN0954
 DN0954  HISTORY     - Date     Condition        Report By
 DN0954  HISTORY     - 1986     MONUMENTED       NGS
 DN0954
 DN0954                          STATION DESCRIPTION
 DN0954
 DN0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0954'6.7 KM (4.15 MI) EAST FROM DURANT.
 DN0954'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DN0954'U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 0.1 KM (0.05 MI) EAST OF THE
 DN0954'INTERSECTION OF EAST LINE ROAD, 15.3 M (50.2 FT) SOUTH OF THE
 DN0954'CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) EAST OF TELEPHONE PEDESTAL
 DN0954'NUMBER 300 SS, AND 2.2 M (7.2 FT) WEST OF A UTILITY POLE.
 DN0954'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0954'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DN0954'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0634 ***********************************************************************
 EL0634  DESIGNATION -  C 213
 EL0634  PID         -  EL0634
 EL0634  STATE/COUNTY-  OK/JEFFERSON
 EL0634  COUNTRY     -  US
 EL0634  USGS QUAD   -  RYAN (2019)
 EL0634
 EL0634                         *CURRENT SURVEY CONTROL
 EL0634  ______________________________________________________________________
 EL0634* NAD 83(1986) POSITION- 34 01 00.6    (N) 097 57 13.9    (W)   HD_HELD2
 EL0634* NAVD 88 ORTHO HEIGHT -   274.098 (meters)      899.27  (feet) ADJUSTED
 EL0634  ______________________________________________________________________
 EL0634  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EL0634  DYNAMIC HEIGHT  -        273.809 (meters)      898.32  (feet) COMP
 EL0634  MODELED GRAVITY -    979,576.6   (mgal)                       NAVD 88
 EL0634
 EL0634  VERT ORDER      -  FIRST     CLASS II
 EL0634
 EL0634.The horizontal coordinates were established by autonomous hand held GPS
 EL0634.observations and have an estimated accuracy of +/- 10 meters.
 EL0634
 EL0634.The orthometric height was determined by differential leveling and
 EL0634.adjusted by the NATIONAL GEODETIC SURVEY
 EL0634.in June 1991.
 EL0634
 EL0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0634.GEOID18 height accuracy estimate available here.
 EL0634
 EL0634.Click photographs - Photos may exist for this station.
 EL0634
 EL0634.The dynamic height is computed by dividing the NAVD 88
 EL0634.geopotential number by the normal gravity value computed on the
 EL0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0634.degrees latitude (g = 980.6199 gals.).
 EL0634
 EL0634.The modeled gravity was interpolated from observed gravity values.
 EL0634
 EL0634;                    North         East    Units  Estimated Accuracy
 EL0634;SPC OK S     -    75,817.      604,262.      MT  (+/- 10 meters HH2 GPS)
 EL0634
 EL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9659164515(NAD 83)
 EL0634
 EL0634                          SUPERSEDED SURVEY CONTROL
 EL0634
 EL0634.No superseded survey control is available for this station.
 EL0634
 EL0634_MARKER: I = METAL ROD
 EL0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0634_STAMPING: C 213 1986
 EL0634_MARK LOGO: NGS
 EL0634_PROJECTION: FLUSH
 EL0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0634_ROD/PIPE-DEPTH: 7.6 meters
 EL0634
 EL0634  HISTORY     - Date     Condition        Report By
 EL0634  HISTORY     - 1986     MONUMENTED       NGS
 EL0634
 EL0634                          STATION DESCRIPTION
 EL0634
 EL0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0634'IN RYAN.
 EL0634'IN RYAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND LEE STREET, 15.8 M
 EL0634'(51.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT)
 EL0634'SOUTH OF A UTILITY POLE, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTER OF A
 EL0634'WIRE GATE, AND 1.2 M (3.9 FT) NORTHWEST OF THE EXTENDED CENTER OF THE
 EL0634'STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0634'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EL0634'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0691 ***********************************************************************
 EL0691  DESIGNATION -  C 214
 EL0691  PID         -  EL0691
 EL0691  STATE/COUNTY-  OK/GRADY
 EL0691  COUNTRY     -  US
 EL0691  USGS QUAD   -  NINNEKAH (2018)
 EL0691
 EL0691                         *CURRENT SURVEY CONTROL
 EL0691  ______________________________________________________________________
 EL0691* NAD 83(1986) POSITION- 34 53 26.61   (N) 097 57 09.29   (W)   HD_HELD1
 EL0691* NAVD 88 ORTHO HEIGHT -   384.873 (meters)     1262.70  (feet) ADJUSTED
 EL0691  ______________________________________________________________________
 EL0691  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 EL0691  DYNAMIC HEIGHT  -        384.488 (meters)     1261.44  (feet) COMP
 EL0691  MODELED GRAVITY -    979,622.6   (mgal)                       NAVD 88
 EL0691
 EL0691  VERT ORDER      -  FIRST     CLASS II
 EL0691
 EL0691.The horizontal coordinates were determined by differentially corrected
 EL0691.hand held GPS observations or other comparable positioning techniques
 EL0691.and have an estimated accuracy of +/- 3 meters.
 EL0691
 EL0691.The orthometric height was determined by differential leveling and
 EL0691.adjusted by the NATIONAL GEODETIC SURVEY
 EL0691.in June 1991.
 EL0691
 EL0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0691.GEOID18 height accuracy estimate available here.
 EL0691
 EL0691.Click photographs - Photos may exist for this station.
 EL0691
 EL0691.The dynamic height is computed by dividing the NAVD 88
 EL0691.geopotential number by the normal gravity value computed on the
 EL0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0691.degrees latitude (g = 980.6199 gals.).
 EL0691
 EL0691.The modeled gravity was interpolated from observed gravity values.
 EL0691
 EL0691;                    North         East    Units  Estimated Accuracy
 EL0691;SPC OK S     -   172,753.8     604,334.4     MT  (+/- 3 meters HH1 GPS) 
 EL0691
 EL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9570761425(NAD 83)
 EL0691
 EL0691                          SUPERSEDED SURVEY CONTROL
 EL0691
 EL0691.No superseded survey control is available for this station.
 EL0691
 EL0691_MARKER: F = FLANGE-ENCASED ROD
 EL0691_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0691+WITH SETTING: INFORMATION.
 EL0691_STAMPING: C 214 1986
 EL0691_MARK LOGO: NGS
 EL0691_PROJECTION: FLUSH
 EL0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0691+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0691_ROD/PIPE-DEPTH: 2.0 meters
 EL0691
 EL0691  HISTORY     - Date     Condition        Report By
 EL0691  HISTORY     - 1986     MONUMENTED       NGS
 EL0691  HISTORY     - 20180711 GOOD             OKDOT
 EL0691
 EL0691                          STATION DESCRIPTION
 EL0691
 EL0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0691'18.8 KM (11.7 MI) SOUTH FROM CHICKASHA.
 EL0691'18.8 KM (11.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0691'BUILDING IN CHICKASHA, 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF THE
 EL0691'SOUTH BOUND LANES OF THE HIGHWAY, 23.9 M (78.4 FT) SOUTH OF A UTILITY
 EL0691'POLE, AND 4.3 M (14.1 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 EL0691'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0691'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0691'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EL0691
 EL0691                          STATION RECOVERY (2018)
 EL0691
 EL0691'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0800 ***********************************************************************
 FJ0800  DESIGNATION -  C 215
 FJ0800  PID         -  FJ0800
 FJ0800  STATE/COUNTY-  OK/GRADY
 FJ0800  COUNTRY     -  US
 FJ0800  USGS QUAD   -  MINCO (2018)
 FJ0800
 FJ0800                         *CURRENT SURVEY CONTROL
 FJ0800  ______________________________________________________________________
 FJ0800* NAD 83(1986) POSITION- 35 18 13.     (N) 097 57 05.     (W)   SCALED
 FJ0800* NAVD 88 ORTHO HEIGHT -   398.097 (meters)     1306.09  (feet) ADJUSTED
 FJ0800  ______________________________________________________________________
 FJ0800  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 FJ0800  DYNAMIC HEIGHT  -        397.699 (meters)     1304.78  (feet) COMP
 FJ0800  MODELED GRAVITY -    979,623.3   (mgal)                       NAVD 88
 FJ0800
 FJ0800  VERT ORDER      -  FIRST     CLASS II
 FJ0800
 FJ0800.The horizontal coordinates were scaled from a map and have
 FJ0800.an estimated accuracy of +/- 6 seconds.
 FJ0800
 FJ0800.The orthometric height was determined by differential leveling and
 FJ0800.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0800.in June 1991.
 FJ0800
 FJ0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0800.GEOID18 height accuracy estimate available here.
 FJ0800
 FJ0800.Click photographs - Photos may exist for this station.
 FJ0800
 FJ0800.The dynamic height is computed by dividing the NAVD 88
 FJ0800.geopotential number by the normal gravity value computed on the
 FJ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0800.degrees latitude (g = 980.6199 gals.).
 FJ0800
 FJ0800.The modeled gravity was interpolated from observed gravity values.
 FJ0800
 FJ0800;                    North         East    Units  Estimated Accuracy
 FJ0800;SPC OK S     -   218,560.      604,420.      MT  (+/- 180 meters Scaled)
 FJ0800
 FJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE953072(NAD 83)
 FJ0800
 FJ0800                          SUPERSEDED SURVEY CONTROL
 FJ0800
 FJ0800.No superseded survey control is available for this station.
 FJ0800
 FJ0800_MARKER: I = METAL ROD
 FJ0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0800_STAMPING: C 215 1986
 FJ0800_MARK LOGO: NGS
 FJ0800_PROJECTION: FLUSH
 FJ0800_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0800+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1994
 FJ0800_ROD/PIPE-DEPTH: 22.0 meters
 FJ0800
 FJ0800  HISTORY     - Date     Condition        Report By
 FJ0800  HISTORY     - 1986     MONUMENTED       NGS
 FJ0800  HISTORY     - 19940216 GOOD             NGS
 FJ0800
 FJ0800                          STATION DESCRIPTION
 FJ0800
 FJ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0800'22.6 KM (14.05 MI) SOUTH FROM EL RENO.
 FJ0800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FJ0800'18.4 KM (11.4 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0800'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, THENCE 4.2 KM
 FJ0800'(2.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, 27.3 M (89.6 FT) SOUTHWEST
 FJ0800'OF A FENCE CORNER, 15.1 M (49.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FJ0800'HIGHWAY, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 FJ0800'AND 1.8 M (5.9 FT) NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER 920.
 FJ0800'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0800'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST AND FENCE
 FJ0800
 FJ0800                          STATION RECOVERY (1994)
 FJ0800
 FJ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0800'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FJ0800'MINCO, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, 27.3
 FJ0800'M (89.6 FT) SOUTHWEST OF A FENCE CORNER 14.8 M (48.6 FT) SOUTHEAST OF
 FJ0800'THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A
 FJ0800'FIELD ENTRANCE ROAD, 1.8 M (5.9 FT) WEST OF UNDERGROUND CABLE
 FJ0800'JUNCTION BOX NUMBER 920 351, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FJ0800'HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.
 FJ0800'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1391 ***********************************************************************
 FJ1391  DESIGNATION -  C 216
 FJ1391  PID         -  FJ1391
 FJ1391  STATE/COUNTY-  OK/CLEVELAND
 FJ1391  COUNTRY     -  US
 FJ1391  USGS QUAD   -  MOORE (2018)
 FJ1391
 FJ1391                         *CURRENT SURVEY CONTROL
 FJ1391  ______________________________________________________________________
 FJ1391* NAD 83(1986) POSITION- 35 18 20.     (N) 097 28 39.     (W)   SCALED
 FJ1391* NAVD 88 ORTHO HEIGHT -   361.142 (meters)     1184.85  (feet) ADJUSTED
 FJ1391  ______________________________________________________________________
 FJ1391  GEOID HEIGHT    -        -26.711 (meters)                     GEOID18
 FJ1391  DYNAMIC HEIGHT  -        360.792 (meters)     1183.70  (feet) COMP
 FJ1391  MODELED GRAVITY -    979,654.6   (mgal)                       NAVD 88
 FJ1391
 FJ1391  VERT ORDER      -  FIRST     CLASS II
 FJ1391
 FJ1391.The horizontal coordinates were scaled from a map and have
 FJ1391.an estimated accuracy of +/- 6 seconds.
 FJ1391
 FJ1391.The orthometric height was determined by differential leveling and
 FJ1391.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1391.in August 1994.
 FJ1391
 FJ1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1391.GEOID18 height accuracy estimate available here.
 FJ1391
 FJ1391.Click photographs - Photos may exist for this station.
 FJ1391
 FJ1391.The dynamic height is computed by dividing the NAVD 88
 FJ1391.geopotential number by the normal gravity value computed on the
 FJ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1391.degrees latitude (g = 980.6199 gals.).
 FJ1391
 FJ1391.The modeled gravity was interpolated from observed gravity values.
 FJ1391
 FJ1391;                    North         East    Units  Estimated Accuracy
 FJ1391;SPC OK S     -   218,900.      647,520.      MT  (+/- 180 meters Scaled)
 FJ1391
 FJ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE384079(NAD 83)
 FJ1391
 FJ1391                          SUPERSEDED SURVEY CONTROL
 FJ1391
 FJ1391.No superseded survey control is available for this station.
 FJ1391
 FJ1391_MARKER: I = METAL ROD
 FJ1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1391_STAMPING: C 216 1994
 FJ1391_MARK LOGO: NGS
 FJ1391_PROJECTION: FLUSH
 FJ1391_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1391+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1391_ROD/PIPE-DEPTH: 3.1 meters
 FJ1391
 FJ1391  HISTORY     - Date     Condition        Report By
 FJ1391  HISTORY     - 1994     MONUMENTED       NGS
 FJ1391
 FJ1391                          STATION DESCRIPTION
 FJ1391
 FJ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1391'0.3 KM (0.20 MI) SOUTHERLY ALONG BROADWAY AVENUE FROM THE CITY HALL IN
 FJ1391'MOORE, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG EAST MAIN STREET,
 FJ1391'THENCE 3.7 KM (2.30 MI) SOUTHERLY ALONG EASTERN AVENUE, 18.9 M
 FJ1391'(62.0 FT) WEST OF THE AVENUE CENTERLINE, 11.1 M (36.4 FT) WEST OF A
 FJ1391'FENCE CORNER, 9.5 M (31.2 FT) SOUTH OF THE CENTER OF SOUTHWEST 34TH
 FJ1391'STREET, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M
 FJ1391'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FJ1391'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1406 ***********************************************************************
 FJ1406  DESIGNATION -  C 217
 FJ1406  PID         -  FJ1406
 FJ1406  STATE/COUNTY-  OK/GRADY
 FJ1406  COUNTRY     -  US
 FJ1406  USGS QUAD   -  MINCO (2018)
 FJ1406
 FJ1406                         *CURRENT SURVEY CONTROL
 FJ1406  ______________________________________________________________________
 FJ1406* NAD 83(1986) POSITION- 35 20 05.     (N) 097 58 17.     (W)   SCALED
 FJ1406* NAVD 88 ORTHO HEIGHT -   402.518 (meters)     1320.59  (feet) ADJUSTED
 FJ1406  ______________________________________________________________________
 FJ1406  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 FJ1406  DYNAMIC HEIGHT  -        402.116 (meters)     1319.28  (feet) COMP
 FJ1406  MODELED GRAVITY -    979,623.8   (mgal)                       NAVD 88
 FJ1406
 FJ1406  VERT ORDER      -  FIRST     CLASS II
 FJ1406
 FJ1406.The horizontal coordinates were scaled from a map and have
 FJ1406.an estimated accuracy of +/- 6 seconds.
 FJ1406
 FJ1406.The orthometric height was determined by differential leveling and
 FJ1406.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1406.in August 1994.
 FJ1406
 FJ1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1406.GEOID18 height accuracy estimate available here.
 FJ1406
 FJ1406.Click photographs - Photos may exist for this station.
 FJ1406
 FJ1406.The dynamic height is computed by dividing the NAVD 88
 FJ1406.geopotential number by the normal gravity value computed on the
 FJ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1406.degrees latitude (g = 980.6199 gals.).
 FJ1406
 FJ1406.The modeled gravity was interpolated from observed gravity values.
 FJ1406
 FJ1406;                    North         East    Units  Estimated Accuracy
 FJ1406;SPC OK S     -   222,010.      602,600.      MT  (+/- 180 meters Scaled)
 FJ1406
 FJ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE934106(NAD 83)
 FJ1406
 FJ1406                          SUPERSEDED SURVEY CONTROL
 FJ1406
 FJ1406.No superseded survey control is available for this station.
 FJ1406
 FJ1406_MARKER: I = METAL ROD
 FJ1406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1406_STAMPING: C 217 1994
 FJ1406_MARK LOGO: NGS
 FJ1406_PROJECTION: FLUSH
 FJ1406_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1406+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1406_ROD/PIPE-DEPTH: 9.5 meters
 FJ1406_SLEEVE-DEPTH  : 0.9 meters
 FJ1406
 FJ1406  HISTORY     - Date     Condition        Report By
 FJ1406  HISTORY     - 1994     MONUMENTED       NGS
 FJ1406
 FJ1406                          STATION DESCRIPTION
 FJ1406
 FJ1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1406'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FJ1406'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FJ1406'THENCE 2.8 KM (1.75 MI) WESTERLY ALONG STATE HIGHWAY 152, 18.3 M
 FJ1406'(60.0 FT)  NORTH OF THE HIGHWAY CENTERLINE, 11.8 M (38.7 FT) EAST OF
 FJ1406'THE CENTER OF A GRAVELED ROAD, 3.7 M (12.1 FT) EAST OF UNDERGROUND
 FJ1406'CABLE JUNCTION BOX NUMBER 845 10 2, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 FJ1406'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 FJ1406'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 FJ1406'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1057 ***********************************************************************
 EL1057  DESIGNATION -  C 218
 EL1057  PID         -  EL1057
 EL1057  STATE/COUNTY-  OK/CARTER
 EL1057  COUNTRY     -  US
 EL1057  USGS QUAD   -  ARDMORE EAST (2018)
 EL1057
 EL1057                         *CURRENT SURVEY CONTROL
 EL1057  ______________________________________________________________________
 EL1057* NAD 83(1986) POSITION- 34 10 57.     (N) 097 07 04.     (W)   SCALED
 EL1057* NAVD 88 ORTHO HEIGHT -   260.124 (meters)      853.42  (feet) ADJUSTED
 EL1057  ______________________________________________________________________
 EL1057  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 EL1057  DYNAMIC HEIGHT  -        259.851 (meters)      852.53  (feet) COMP
 EL1057  MODELED GRAVITY -    979,579.7   (mgal)                       NAVD 88
 EL1057
 EL1057  VERT ORDER      -  FIRST     CLASS II
 EL1057
 EL1057.The horizontal coordinates were scaled from a map and have
 EL1057.an estimated accuracy of +/- 6 seconds.
 EL1057
 EL1057.The orthometric height was determined by differential leveling and
 EL1057.adjusted by the NATIONAL GEODETIC SURVEY
 EL1057.in August 1994.
 EL1057
 EL1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1057.GEOID18 height accuracy estimate available here.
 EL1057
 EL1057.Click photographs - Photos may exist for this station.
 EL1057
 EL1057.The dynamic height is computed by dividing the NAVD 88
 EL1057.geopotential number by the normal gravity value computed on the
 EL1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1057.degrees latitude (g = 980.6199 gals.).
 EL1057
 EL1057.The modeled gravity was interpolated from observed gravity values.
 EL1057
 EL1057;                    North         East    Units  Estimated Accuracy
 EL1057;SPC OK S     -    94,550.      681,330.      MT  (+/- 180 meters Scaled)
 EL1057
 EL1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC734839(NAD 83)
 EL1057
 EL1057                          SUPERSEDED SURVEY CONTROL
 EL1057
 EL1057.No superseded survey control is available for this station.
 EL1057
 EL1057_MARKER: F = FLANGE-ENCASED ROD
 EL1057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1057_STAMPING: C 218 1994
 EL1057_MARK LOGO: NGS
 EL1057_PROJECTION: FLUSH
 EL1057_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1057+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EL1057_ROD/PIPE-DEPTH: 4.5 meters
 EL1057
 EL1057  HISTORY     - Date     Condition        Report By
 EL1057  HISTORY     - 1994     MONUMENTED       NGS
 EL1057  HISTORY     - 19990921 MARK NOT FOUND   OKDOT
 EL1057  HISTORY     - 20021025 GOOD             JCLS
 EL1057  HISTORY     - 20030702 GOOD             ALMLS
 EL1057  HISTORY     - 20220324 GOOD             WSRR
 EL1057
 EL1057                          STATION DESCRIPTION
 EL1057
 EL1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1057'IN ARDMORE, AT THE INTERSECTION OF G STREET NORTHEAST AND 11TH AVENUE
 EL1057'NORTHEAST, 10.7 M (35.1 FT) NORTHWEST OF THE STREET CENTER, 9.0 M
 EL1057'(29.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 4.5 M
 EL1057'(14.8 FT) NORTH OF THE EXTENDED CENTER OF THE AVENUE, 1.1 M (3.6 FT)
 EL1057'SOUTHWEST OF A UTILITY POLE AND WITNESS POST, AND 1.0 M (3.3 FT) ABOVE
 EL1057'THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 EL1057'A 5-INCH LOGO CAP.
 EL1057
 EL1057                          STATION RECOVERY (1999)
 EL1057
 EL1057'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1999 (CRB)
 EL1057'FOUND WITNESS POST AND UTILITY POLE REFERENCED IN NGS DATA SHEET.
 EL1057'APPEARS THAT MARKER HAS BEEN COVERED 2 FT (0.6 M) DUE TO RAILWAY
 EL1057'CONSTRUCTION.
 EL1057
 EL1057                          STATION RECOVERY (2002)
 EL1057
 EL1057'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EL1057'RECOVERED IN GOOD CONDITION.
 EL1057
 EL1057                          STATION RECOVERY (2003)
 EL1057
 EL1057'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL1057'RECOVERED AS DESCRIBED, +/- 5' SOUTH OF POWER POLE
 EL1057
 EL1057                          STATION RECOVERY (2022)
 EL1057
 EL1057'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 EL1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1485 ***********************************************************************
 DM1485  DESIGNATION -  C 219
 DM1485  PID         -  DM1485
 DM1485  STATE/COUNTY-  OK/MCCURTAIN
 DM1485  COUNTRY     -  US
 DM1485  USGS QUAD   -  HAWORTH (2019)
 DM1485
 DM1485                         *CURRENT SURVEY CONTROL
 DM1485  ______________________________________________________________________
 DM1485* NAD 83(1986) POSITION- 33 46 42.     (N) 094 39 33.     (W)   SCALED
 DM1485* NAVD 88 ORTHO HEIGHT -   121.113 (meters)      397.35  (feet) ADJUSTED
 DM1485  ______________________________________________________________________
 DM1485  GEOID HEIGHT    -        -27.297 (meters)                     GEOID18
 DM1485  DYNAMIC HEIGHT  -        120.988 (meters)      396.94  (feet) COMP
 DM1485  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 DM1485
 DM1485  VERT ORDER      -  FIRST     CLASS II
 DM1485
 DM1485.The horizontal coordinates were scaled from a map and have
 DM1485.an estimated accuracy of +/- 6 seconds.
 DM1485
 DM1485.The orthometric height was determined by differential leveling and
 DM1485.adjusted by the NATIONAL GEODETIC SURVEY
 DM1485.in August 1994.
 DM1485
 DM1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1485.GEOID18 height accuracy estimate available here.
 DM1485
 DM1485.Click photographs - Photos may exist for this station.
 DM1485
 DM1485.The dynamic height is computed by dividing the NAVD 88
 DM1485.geopotential number by the normal gravity value computed on the
 DM1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1485.degrees latitude (g = 980.6199 gals.).
 DM1485
 DM1485.The modeled gravity was interpolated from observed gravity values.
 DM1485
 DM1485;                    North         East    Units  Estimated Accuracy
 DM1485;SPC OK S     -    54,480.      909,400.      MT  (+/- 180 meters Scaled)
 DM1485
 DM1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT463388(NAD 83)
 DM1485
 DM1485                          SUPERSEDED SURVEY CONTROL
 DM1485
 DM1485.No superseded survey control is available for this station.
 DM1485
 DM1485_MARKER: I = METAL ROD
 DM1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1485_STAMPING: C 219 1994
 DM1485_MARK LOGO: NGS
 DM1485_PROJECTION: FLUSH
 DM1485_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1485+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1485_ROD/PIPE-DEPTH: 5.0 meters
 DM1485
 DM1485  HISTORY     - Date     Condition        Report By
 DM1485  HISTORY     - 1994     MONUMENTED       NGS
 DM1485
 DM1485                          STATION DESCRIPTION
 DM1485
 DM1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1485'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1485'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 5.3 KM (3.30 MI) SOUTHERLY
 DM1485'ALONG A PAVED ROAD, 10.2 M (33.5 FT) EAST OF THE ROAD CENTER, 7.5 M
 DM1485'(24.6 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) EAST
 DM1485'OF UTILITY POLE NUMBER 7, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND
 DM1485'0.3 M (1.0 FT) BELOW THE LEVEL OF THE PAVED ROAD. NOTE--ACCESS TO THE
 DM1485'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1415 ***********************************************************************
 FJ1415  DESIGNATION -  C 220
 FJ1415  PID         -  FJ1415
 FJ1415  STATE/COUNTY-  OK/CREEK
 FJ1415  COUNTRY     -  US
 FJ1415  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1415
 FJ1415                         *CURRENT SURVEY CONTROL
 FJ1415  ______________________________________________________________________
 FJ1415* NAD 83(1986) POSITION- 35 58 02.70   (N) 096 05 18.24   (W)   HD_HELD1
 FJ1415* NAVD 88 ORTHO HEIGHT -   205.248 (meters)      673.38  (feet) ADJUSTED
 FJ1415  ______________________________________________________________________
 FJ1415  GEOID HEIGHT    -        -28.753 (meters)                     GEOID18
 FJ1415  DYNAMIC HEIGHT  -        205.067 (meters)      672.79  (feet) COMP
 FJ1415  MODELED GRAVITY -    979,744.7   (mgal)                       NAVD 88
 FJ1415
 FJ1415  VERT ORDER      -  FIRST     CLASS II
 FJ1415
 FJ1415.The horizontal coordinates were determined by differentially corrected
 FJ1415.hand held GPS observations or other comparable positioning techniques
 FJ1415.and have an estimated accuracy of +/- 3 meters.
 FJ1415
 FJ1415.The orthometric height was determined by differential leveling and
 FJ1415.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1415.in August 1994.
 FJ1415
 FJ1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1415.GEOID18 height accuracy estimate available here.
 FJ1415
 FJ1415.Click photographs - Photos may exist for this station.
 FJ1415
 FJ1415.The dynamic height is computed by dividing the NAVD 88
 FJ1415.geopotential number by the normal gravity value computed on the
 FJ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1415.degrees latitude (g = 980.6199 gals.).
 FJ1415
 FJ1415.The modeled gravity was interpolated from observed gravity values.
 FJ1415
 FJ1415;                    North         East    Units  Estimated Accuracy
 FJ1415;SPC OK N     -   109,034.7     772,408.3     MT  (+/- 3 meters HH1 GPS) 
 FJ1415
 FJ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6255884254(NAD 83)
 FJ1415
 FJ1415                          SUPERSEDED SURVEY CONTROL
 FJ1415
 FJ1415.No superseded survey control is available for this station.
 FJ1415
 FJ1415_MARKER: DV = VERTICAL CONTROL DISK
 FJ1415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1415_SP_SET: BRIDGE ABUTMENT
 FJ1415_STAMPING: C 220 1994
 FJ1415_MARK LOGO: NGS
 FJ1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1415+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1415
 FJ1415  HISTORY     - Date     Condition        Report By
 FJ1415  HISTORY     - 1994     MONUMENTED       NGS
 FJ1415  HISTORY     - 20220531 GOOD             OKDOT
 FJ1415
 FJ1415                          STATION DESCRIPTION
 FJ1415
 FJ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1415'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1415'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, IN TOP OF AND 0.3 M
 FJ1415'(1.0 FT) WEST OF THE EAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 FJ1415'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING A CREEK, 6.7 M (22.0 FT)
 FJ1415'SOUTH OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF
 FJ1415'THE HIGHWAY.
 FJ1415
 FJ1415                          STATION RECOVERY (2022)
 FJ1415
 FJ1415'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9258 ***********************************************************************
 AC9258  DESIGNATION -  C 221
 AC9258  PID         -  AC9258
 AC9258  STATE/COUNTY-  OK/DEWEY
 AC9258  COUNTRY     -  US
 AC9258  USGS QUAD   -  MUTUAL SW (2018)
 AC9258
 AC9258                         *CURRENT SURVEY CONTROL
 AC9258  ______________________________________________________________________
 AC9258* NAD 83(1986) POSITION- 36 05 12.     (N) 099 13 22.     (W)   SCALED
 AC9258* NAVD 88 ORTHO HEIGHT -   624.031 (meters)     2047.34  (feet) ADJUSTED
 AC9258  ______________________________________________________________________
 AC9258  GEOID HEIGHT    -        -28.029 (meters)                     GEOID18
 AC9258  DYNAMIC HEIGHT  -        623.410 (meters)     2045.30  (feet) COMP
 AC9258  MODELED GRAVITY -    979,617.6   (mgal)                       NAVD 88
 AC9258
 AC9258  VERT ORDER      -  SECOND    CLASS I
 AC9258
 AC9258.The horizontal coordinates were scaled from a map and have
 AC9258.an estimated accuracy of +/- 6 seconds.
 AC9258
 AC9258.The orthometric height was determined by differential leveling and
 AC9258.adjusted by the NATIONAL GEODETIC SURVEY
 AC9258.in July 2002.
 AC9258
 AC9258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9258.GEOID18 height accuracy estimate available here.
 AC9258
 AC9258.Click photographs - Photos may exist for this station.
 AC9258
 AC9258.The dynamic height is computed by dividing the NAVD 88
 AC9258.geopotential number by the normal gravity value computed on the
 AC9258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9258.degrees latitude (g = 980.6199 gals.).
 AC9258
 AC9258.The modeled gravity was interpolated from observed gravity values.
 AC9258
 AC9258;                    North         East    Units  Estimated Accuracy
 AC9258;SPC OK N     -   121,260.      489,880.      MT  (+/- 180 meters Scaled)
 AC9258
 AC9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME799935(NAD 83)
 AC9258
 AC9258                          SUPERSEDED SURVEY CONTROL
 AC9258
 AC9258.No superseded survey control is available for this station.
 AC9258
 AC9258_MARKER: I = METAL ROD
 AC9258_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9258_STAMPING: C 221 1997
 AC9258_MARK LOGO: NGS
 AC9258_PROJECTION: FLUSH
 AC9258_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9258+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9258_ROD/PIPE-DEPTH: 5.6 meters
 AC9258_SLEEVE-DEPTH  : 0.9 meters
 AC9258
 AC9258  HISTORY     - Date     Condition        Report By
 AC9258  HISTORY     - 1997     MONUMENTED       NGS
 AC9258
 AC9258                          STATION DESCRIPTION
 AC9258
 AC9258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9258'8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AC9258'IN VICI, THENCE 3.6 KM (2.25 MI) EASTERLY ALONG A PAVED ROAD, 14.7 M
 AC9258'(48.2 FT) WEST OF THE CENTER OF A DIRT ROAD, 10.0 M (32.8 FT) SOUTH OF
 AC9258'THE ROAD CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5 M
 AC9258'(1.6 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AC9258'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC9258'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0308 ***********************************************************************
 GL0308  DESIGNATION -  C 23
 GL0308  PID         -  GL0308
 GL0308  STATE/COUNTY-  OK/CIMARRON
 GL0308  COUNTRY     -  US
 GL0308  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL0308
 GL0308                         *CURRENT SURVEY CONTROL
 GL0308  ______________________________________________________________________
 GL0308* NAD 83(1986) POSITION- 36 55 03.     (N) 102 30 58.     (W)   SCALED
 GL0308* NAVD 88 ORTHO HEIGHT -  1179.801 (meters)     3870.73  (feet) ADJUSTED
 GL0308  ______________________________________________________________________
 GL0308  GEOID HEIGHT    -        -23.729 (meters)                     GEOID18
 GL0308  DYNAMIC HEIGHT  -       1178.537 (meters)     3866.58  (feet) COMP
 GL0308  MODELED GRAVITY -    979,519.0   (mgal)                       NAVD 88
 GL0308
 GL0308  VERT ORDER      -  FIRST     CLASS II
 GL0308
 GL0308.The horizontal coordinates were scaled from a map and have
 GL0308.an estimated accuracy of +/- 6 seconds.
 GL0308
 GL0308.The orthometric height was determined by differential leveling and
 GL0308.adjusted by the NATIONAL GEODETIC SURVEY
 GL0308.in June 1991.
 GL0308
 GL0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0308.GEOID18 height accuracy estimate available here.
 GL0308
 GL0308.Click photographs - Photos may exist for this station.
 GL0308
 GL0308.The dynamic height is computed by dividing the NAVD 88
 GL0308.geopotential number by the normal gravity value computed on the
 GL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0308.degrees latitude (g = 980.6199 gals.).
 GL0308
 GL0308.The modeled gravity was interpolated from observed gravity values.
 GL0308
 GL0308;                    North         East    Units  Estimated Accuracy
 GL0308;SPC OK N     -   222,120.      197,710.      MT  (+/- 180 meters Scaled)
 GL0308
 GL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA212886(NAD 83)
 GL0308
 GL0308                          SUPERSEDED SURVEY CONTROL
 GL0308
 GL0308.No superseded survey control is available for this station.
 GL0308
 GL0308_MARKER: DB = BENCH MARK DISK
 GL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0308_STAMPING: C 23 1933
 GL0308_MARK LOGO: CGS
 GL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0308+STABILITY: SURFACE MOTION
 GL0308
 GL0308  HISTORY     - Date     Condition        Report By
 GL0308  HISTORY     - 1933     MONUMENTED       CGS
 GL0308  HISTORY     - 1938     GOOD             CGS
 GL0308  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0308  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0308
 GL0308                          STATION DESCRIPTION
 GL0308
 GL0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 GL0308'13.5 MI N FROM BOISE CITY.
 GL0308'13.5 MILES NORTH BY ABANDONED HIGHWAY FROM THE COUNTY COURTHOUSE, IN
 GL0308'THE NORTH 1/2 SECTION 9, T 5 N, R 5 E, ABOUT 425 FEET SOUTH OF THE
 GL0308'SOUTH BANK OF CIMARRON RIVER, ABOUT 235 FEET NORTH OF THE CENTER OF
 GL0308'GATE ON THE EAST SIDE OF THE ROAD, 55 FEET NORTH OF THE GATE ON THE
 GL0308'WEST SIDE OF THE ROAD, AND ABOUT 60 FEET EAST OF THE CENTER LINE OF
 GL0308'THE ABANDONED HIGHWAY.
 GL0308
 GL0308                          STATION RECOVERY (1966)
 GL0308
 GL0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0308'MARK NOT FOUND.
 GL0308
 GL0308                          STATION RECOVERY (1985)
 GL0308
 GL0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0308'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0281 ***********************************************************************
 FK0281  DESIGNATION -  C 25
 FK0281  PID         -  FK0281
 FK0281  STATE/COUNTY-  OK/DEWEY
 FK0281  COUNTRY     -  US
 FK0281  USGS QUAD   -  TRAIL (2018)
 FK0281
 FK0281                         *CURRENT SURVEY CONTROL
 FK0281  ______________________________________________________________________
 FK0281* NAD 83(1986) POSITION- 35 55 42.     (N) 099 21 07.     (W)   SCALED
 FK0281* NAVD 88 ORTHO HEIGHT -   638.125 (meters)     2093.58  (feet) ADJUSTED
 FK0281  ______________________________________________________________________
 FK0281  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 FK0281  DYNAMIC HEIGHT  -        637.477 (meters)     2091.46  (feet) COMP
 FK0281  MODELED GRAVITY -    979,595.8   (mgal)                       NAVD 88
 FK0281
 FK0281  VERT ORDER      -  SECOND    CLASS 0
 FK0281
 FK0281.The horizontal coordinates were scaled from a map and have
 FK0281.an estimated accuracy of +/- 6 seconds.
 FK0281
 FK0281.The orthometric height was determined by differential leveling and
 FK0281.adjusted by the NATIONAL GEODETIC SURVEY
 FK0281.in June 1991.
 FK0281
 FK0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0281.GEOID18 height accuracy estimate available here.
 FK0281
 FK0281.Click photographs - Photos may exist for this station.
 FK0281
 FK0281.The dynamic height is computed by dividing the NAVD 88
 FK0281.geopotential number by the normal gravity value computed on the
 FK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0281.degrees latitude (g = 980.6199 gals.).
 FK0281
 FK0281.The modeled gravity was interpolated from observed gravity values.
 FK0281
 FK0281;                    North         East    Units  Estimated Accuracy
 FK0281;SPC OK N     -   103,850.      478,000.      MT  (+/- 180 meters Scaled)
 FK0281
 FK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME682760(NAD 83)
 FK0281
 FK0281                          SUPERSEDED SURVEY CONTROL
 FK0281
 FK0281  NGVD 29 (??/??/92)  637.860  (m)         2092.71   (f) ADJ UNCH    2 0
 FK0281
 FK0281.Superseded values are not recommended for survey control.
 FK0281
 FK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0281.See file dsdata.pdf to determine how the superseded data were derived.
 FK0281
 FK0281_MARKER: DB = BENCH MARK DISK
 FK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0281_STAMPING: C 25 1934
 FK0281_MARK LOGO: CGS
 FK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0281+STABILITY: SURFACE MOTION
 FK0281
 FK0281  HISTORY     - Date     Condition        Report By
 FK0281  HISTORY     - 1934     MONUMENTED       CGS
 FK0281  HISTORY     - 19860207 MARK NOT FOUND   USPSQD
 FK0281
 FK0281                          STATION DESCRIPTION
 FK0281
 FK0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0281'4.4 MI N FROM LEEDEY.
 FK0281'4.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0281'THE STATION AT LEEDEY, DEWEY COUNTY, 0.1 MILE SOUTH OF MILEPOST
 FK0281'176, AT A SECTION-LINE CROSSING, 39 FEET EAST OF THE EAST RAIL,
 FK0281'AND 30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FK0281'DISK, STAMPED C 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0281
 FK0281                          STATION RECOVERY (1986)
 FK0281
 FK0281'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0360 ***********************************************************************
 FK0360  DESIGNATION -  C 26
 FK0360  PID         -  FK0360
 FK0360  STATE/COUNTY-  OK/BECKHAM
 FK0360  COUNTRY     -  US
 FK0360  USGS QUAD   -  ELK CITY (2018)
 FK0360
 FK0360                         *CURRENT SURVEY CONTROL
 FK0360  ______________________________________________________________________
 FK0360* NAD 83(1986) POSITION- 35 23 55.     (N) 099 25 02.     (W)   SCALED
 FK0360* NAVD 88 ORTHO HEIGHT -   593.932 (meters)     1948.59  (feet) ADJUSTED
 FK0360  ______________________________________________________________________
 FK0360  GEOID HEIGHT    -        -27.206 (meters)                     GEOID18
 FK0360  DYNAMIC HEIGHT  -        593.311 (meters)     1946.55  (feet) COMP
 FK0360  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 FK0360
 FK0360  VERT ORDER      -  SECOND    CLASS 0
 FK0360
 FK0360.The horizontal coordinates were scaled from a map and have
 FK0360.an estimated accuracy of +/- 6 seconds.
 FK0360
 FK0360.The orthometric height was determined by differential leveling and
 FK0360.adjusted by the NATIONAL GEODETIC SURVEY
 FK0360.in June 1991.
 FK0360
 FK0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0360.GEOID18 height accuracy estimate available here.
 FK0360
 FK0360.Click photographs - Photos may exist for this station.
 FK0360
 FK0360.The dynamic height is computed by dividing the NAVD 88
 FK0360.geopotential number by the normal gravity value computed on the
 FK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0360.degrees latitude (g = 980.6199 gals.).
 FK0360
 FK0360.The modeled gravity was interpolated from observed gravity values.
 FK0360
 FK0360;                    North         East    Units  Estimated Accuracy
 FK0360;SPC OK S     -   230,000.      471,250.      MT  (+/- 180 meters Scaled)
 FK0360
 FK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME621173(NAD 83)
 FK0360
 FK0360                          SUPERSEDED SURVEY CONTROL
 FK0360
 FK0360  NGVD 29 (??/??/92)  593.669  (m)         1947.73   (f) ADJ UNCH    2 0
 FK0360
 FK0360.Superseded values are not recommended for survey control.
 FK0360
 FK0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0360.See file dsdata.pdf to determine how the superseded data were derived.
 FK0360
 FK0360_MARKER: DB = BENCH MARK DISK
 FK0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0360_STAMPING: C 26 1934
 FK0360_MARK LOGO: CGS
 FK0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0360+STABILITY: SURFACE MOTION
 FK0360
 FK0360  HISTORY     - Date     Condition        Report By
 FK0360  HISTORY     - 1934     MONUMENTED       CGS
 FK0360  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0360
 FK0360                          STATION DESCRIPTION
 FK0360
 FK0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0360'0.9 MI SW FROM ELK CITY.
 FK0360'0.9 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0360'THE STATION AT ELK CITY, BECKHAM COUNTY, 0.3 MILE SOUTHWEST OF
 FK0360'MILEPOST 135, 275 FEET SOUTHEAST OF A COTTON WAREHOUSE, 150 FEET
 FK0360'EAST OF THE CENTER OF A SECTION-LINE ROAD CROSSING, 35 FEET SOUTH
 FK0360'OF THE SOUTH RAIL OF THE MAIN TRACK, AND AT THE RAILROAD
 FK0360'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED C 26 1934 AND SET
 FK0360'IN THE TOP OF A CONCRETE POST.
 FK0360
 FK0360                          STATION RECOVERY (1986)
 FK0360
 FK0360'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0254 ***********************************************************************
 EM0254  DESIGNATION -  C 27 TT 25 E 29 RESET
 EM0254  PID         -  EM0254
 EM0254  STATE/COUNTY-  OK/GREER
 EM0254  COUNTRY     -  US
 EM0254  USGS QUAD   -  HESTER (2018)
 EM0254
 EM0254                         *CURRENT SURVEY CONTROL
 EM0254  ______________________________________________________________________
 EM0254* NAD 83(1986) POSITION- 34 48 46.     (N) 099 26 16.     (W)   SCALED
 EM0254* NAVD 88 ORTHO HEIGHT -   448.74  (meters)     1472.2   (feet) RESET
 EM0254  ______________________________________________________________________
 EM0254  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 EM0254  VERT ORDER      -  THIRD
 EM0254
 EM0254.The horizontal coordinates were scaled from a map and have
 EM0254.an estimated accuracy of +/- 6 seconds.
 EM0254
 EM0254.The orthometric height was computed from unverified reset data.
 EM0254
 EM0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0254.GEOID18 height accuracy estimate available here.
 EM0254
 EM0254.Click photographs - Photos may exist for this station.
 EM0254
 EM0254;                    North         East    Units  Estimated Accuracy
 EM0254;SPC OK S     -   165,040.      468,460.      MT  (+/- 180 meters Scaled)
 EM0254
 EM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD599523(NAD 83)
 EM0254
 EM0254                          SUPERSEDED SURVEY CONTROL
 EM0254
 EM0254.No superseded survey control is available for this station.
 EM0254
 EM0254_MARKER: DB = BENCH MARK DISK
 EM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0254_STAMPING: C 27 1934 1963
 EM0254_MARK LOGO: CGS
 EM0254_PROJECTION: RECESSED 51 CENTIMETERS
 EM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0254+STABILITY: SURFACE MOTION
 EM0254
 EM0254  HISTORY     - Date     Condition        Report By
 EM0254  HISTORY     - 1963     MONUMENTED       CGS
 EM0254
 EM0254                          STATION DESCRIPTION
 EM0254
 EM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0254'0.6 MI N FROM HESTER.
 EM0254'0.6 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0254'STATION AT HESTER, 297 FEET SOUTH OF MILE POST 90, 184 FEET SOUTHWEST
 EM0254'OF BENCH MARK C 27 RESET 1963, 128 FEET SOUTH OF THE CENTER OF THE
 EM0254'EAST-WEST SECTION LINE ROAD, 103 FEET SOUTH OF A 6 INCH IRON PIPE OF A
 EM0254'GAS LINE, 39 FEET WEST OF THE WEST RAIL OF TRACKS, SET IN THE TOP OF A
 EM0254'10 X 10 IN. CONCRETE POST WHICH IS 20 INCHES BELOW THE SURFACE OF THE
 EM0254'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0253 ***********************************************************************
 EM0253  DESIGNATION -  C 27=TT 25 E 29
 EM0253  PID         -  EM0253
 EM0253  STATE/COUNTY-  OK/GREER
 EM0253  COUNTRY     -  US
 EM0253  USGS QUAD   -  HESTER (2018)
 EM0253
 EM0253                         *CURRENT SURVEY CONTROL
 EM0253  ______________________________________________________________________
 EM0253* NAD 83(1986) POSITION- 34 48 46.     (N) 099 26 17.     (W)   SCALED
 EM0253* NAVD 88 ORTHO HEIGHT -   449.501 (meters)     1474.74  (feet) ADJUSTED
 EM0253  ______________________________________________________________________
 EM0253  GEOID HEIGHT    -        -26.700 (meters)                     GEOID18
 EM0253  DYNAMIC HEIGHT  -        449.032 (meters)     1473.20  (feet) COMP
 EM0253  MODELED GRAVITY -    979,577.0   (mgal)                       NAVD 88
 EM0253
 EM0253  VERT ORDER      -  SECOND    CLASS 0
 EM0253
 EM0253.The horizontal coordinates were scaled from a map and have
 EM0253.an estimated accuracy of +/- 6 seconds.
 EM0253
 EM0253.The orthometric height was determined by differential leveling and
 EM0253.adjusted by the NATIONAL GEODETIC SURVEY
 EM0253.in June 1991.
 EM0253
 EM0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0253.GEOID18 height accuracy estimate available here.
 EM0253
 EM0253.Click photographs - Photos may exist for this station.
 EM0253
 EM0253.The dynamic height is computed by dividing the NAVD 88
 EM0253.geopotential number by the normal gravity value computed on the
 EM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0253.degrees latitude (g = 980.6199 gals.).
 EM0253
 EM0253.The modeled gravity was interpolated from observed gravity values.
 EM0253
 EM0253;                    North         East    Units  Estimated Accuracy
 EM0253;SPC OK S     -   165,040.      468,440.      MT  (+/- 180 meters Scaled)
 EM0253
 EM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD599523(NAD 83)
 EM0253
 EM0253                          SUPERSEDED SURVEY CONTROL
 EM0253
 EM0253  NGVD 29 (??/??/92)  449.306  (m)         1474.10   (f) ADJ UNCH    2 0
 EM0253
 EM0253.Superseded values are not recommended for survey control.
 EM0253
 EM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0253.See file dsdata.pdf to determine how the superseded data were derived.
 EM0253
 EM0253_MARKER: DB = BENCH MARK DISK
 EM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0253_STAMPING: C 27 1934
 EM0253_MARK LOGO: CGS
 EM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0253+STABILITY: SURFACE MOTION
 EM0253
 EM0253  HISTORY     - Date     Condition        Report By
 EM0253  HISTORY     - 1934     MONUMENTED       CGS
 EM0253  HISTORY     - 1936     GOOD             CGS
 EM0253
 EM0253                          STATION DESCRIPTION
 EM0253
 EM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0253'0.6 MI N FROM HESTER.
 EM0253'0.6 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0253'STATION AT HESTER, GREER COUNTY, 297 FEET SOUTH OF MILEPOST 90, 132
 EM0253'FEET SOUTH OF A SECTION-LINE ROAD CROSSING, AND 42 FEET SOUTHWEST OF
 EM0253'THE SOUTHWEST RAIL. A STANDARD DISK, STAMPED C 27 1934 AND SET IN THE
 EM0253'TOP OF A CONCRETE POST. NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS
 EM0253'SECTION-LINE ROAD CROSSING IS ABOUT 170 YARDS SOUTH OF MILEPOST 90.
 EM0253'NOTE-- 25 E 29 TT 1936 HAS BEEN ADDED TO THE STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0145 ***********************************************************************
 FK0145  DESIGNATION -  C 28
 FK0145  PID         -  FK0145
 FK0145  STATE/COUNTY-  OK/CUSTER
 FK0145  COUNTRY     -  US
 FK0145  USGS QUAD   -  BESSIE (2018)
 FK0145
 FK0145                         *CURRENT SURVEY CONTROL
 FK0145  ______________________________________________________________________
 FK0145* NAD 83(1986) POSITION- 35 29 07.     (N) 098 58 44.     (W)   SCALED
 FK0145* NAVD 88 ORTHO HEIGHT -   488.678 (meters)     1603.27  (feet) ADJUSTED
 FK0145  ______________________________________________________________________
 FK0145  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 FK0145  DYNAMIC HEIGHT  -        488.188 (meters)     1601.66  (feet) COMP
 FK0145  MODELED GRAVITY -    979,615.5   (mgal)                       NAVD 88
 FK0145
 FK0145  VERT ORDER      -  SECOND    CLASS 0
 FK0145
 FK0145.The horizontal coordinates were scaled from a map and have
 FK0145.an estimated accuracy of +/- 6 seconds.
 FK0145
 FK0145.The orthometric height was determined by differential leveling and
 FK0145.adjusted by the NATIONAL GEODETIC SURVEY
 FK0145.in June 1991.
 FK0145
 FK0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0145.GEOID18 height accuracy estimate available here.
 FK0145
 FK0145.Click photographs - Photos may exist for this station.
 FK0145
 FK0145.The dynamic height is computed by dividing the NAVD 88
 FK0145.geopotential number by the normal gravity value computed on the
 FK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0145.degrees latitude (g = 980.6199 gals.).
 FK0145
 FK0145.The modeled gravity was interpolated from observed gravity values.
 FK0145
 FK0145;                    North         East    Units  Estimated Accuracy
 FK0145;SPC OK N     -    54,290.      511,170.      MT  (+/- 180 meters Scaled)
 FK0145
 FK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE019268(NAD 83)
 FK0145
 FK0145                          SUPERSEDED SURVEY CONTROL
 FK0145
 FK0145  NGVD 29 (??/??/92)  488.462  (m)         1602.56   (f) ADJ UNCH    2 0
 FK0145
 FK0145.Superseded values are not recommended for survey control.
 FK0145
 FK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0145.See file dsdata.pdf to determine how the superseded data were derived.
 FK0145
 FK0145_MARKER: DB = BENCH MARK DISK
 FK0145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0145_SP_SET: CULVERT HEADWALL
 FK0145_STAMPING: C 28 1934
 FK0145_MARK LOGO: CGS
 FK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0145+STABILITY: SURFACE MOTION
 FK0145
 FK0145  HISTORY     - Date     Condition        Report By
 FK0145  HISTORY     - 1934     MONUMENTED       CGS
 FK0145
 FK0145                          STATION DESCRIPTION
 FK0145
 FK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0145'2.5 MI S FROM CLINTON.
 FK0145'2.5 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0145'THE STATION AT CLINTON, 225 FEET SOUTH OF MILEPOST 683, NORTHEAST
 FK0145'OF THE JUNCTION OF STATE HIGHWAYS 14 AND 66, AT A CULVERT, IN
 FK0145'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE HEADWALL, AND
 FK0145'9 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED C 28 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0391 ***********************************************************************
 FK0391  DESIGNATION -  C 29
 FK0391  PID         -  FK0391
 FK0391  STATE/COUNTY-  OK/KIOWA
 FK0391  COUNTRY     -  US
 FK0391  USGS QUAD   -  HOBART (2018)
 FK0391
 FK0391                         *CURRENT SURVEY CONTROL
 FK0391  ______________________________________________________________________
 FK0391* NAD 83(1986) POSITION- 35 01 48.     (N) 099 05 38.     (W)   SCALED
 FK0391* NAVD 88 ORTHO HEIGHT -   472.822 (meters)     1551.25  (feet) ADJUSTED
 FK0391  ______________________________________________________________________
 FK0391  GEOID HEIGHT    -        -25.856 (meters)                     GEOID18
 FK0391  DYNAMIC HEIGHT  -        472.355 (meters)     1549.72  (feet) COMP
 FK0391  MODELED GRAVITY -    979,631.5   (mgal)                       NAVD 88
 FK0391
 FK0391  VERT ORDER      -  SECOND    CLASS 0
 FK0391
 FK0391.The horizontal coordinates were scaled from a map and have
 FK0391.an estimated accuracy of +/- 6 seconds.
 FK0391
 FK0391.The orthometric height was determined by differential leveling and
 FK0391.adjusted by the NATIONAL GEODETIC SURVEY
 FK0391.in June 1991.
 FK0391
 FK0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0391.GEOID18 height accuracy estimate available here.
 FK0391
 FK0391.Click photographs - Photos may exist for this station.
 FK0391
 FK0391.The dynamic height is computed by dividing the NAVD 88
 FK0391.geopotential number by the normal gravity value computed on the
 FK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0391.degrees latitude (g = 980.6199 gals.).
 FK0391
 FK0391.The modeled gravity was interpolated from observed gravity values.
 FK0391
 FK0391;                    North         East    Units  Estimated Accuracy
 FK0391;SPC OK S     -   188,740.      500,180.      MT  (+/- 180 meters Scaled)
 FK0391
 FK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD914763(NAD 83)
 FK0391
 FK0391                          SUPERSEDED SURVEY CONTROL
 FK0391
 FK0391  NGVD 29 (??/??/92)  472.654  (m)         1550.70   (f) ADJ UNCH    2 0
 FK0391
 FK0391.Superseded values are not recommended for survey control.
 FK0391
 FK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0391.See file dsdata.pdf to determine how the superseded data were derived.
 FK0391
 FK0391_MARKER: DB = BENCH MARK DISK
 FK0391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0391_SP_SET: STEP
 FK0391_STAMPING: C 29 1934
 FK0391_MARK LOGO: CGS
 FK0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0391
 FK0391  HISTORY     - Date     Condition        Report By
 FK0391  HISTORY     - 1934     MONUMENTED       CGS
 FK0391  HISTORY     - 1963     GOOD             CGS
 FK0391
 FK0391                          STATION DESCRIPTION
 FK0391
 FK0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0391'AT HOBART.
 FK0391'AT HOBART, AT THE EAST ENTRANCE TO THE POST OFFICE, 60 FEET
 FK0391'FROM THE CENTERLINE OF THE STREET, AT THE SOUTH PILASTER ON THE
 FK0391'SOUTH SIDE OF THE STEP, AND IN THE BALUSTRADE, 5 FEET ABOVE
 FK0391'THE GROUND.  A STANDARD DISK, STAMPED C 29 1934.
 FK0391
 FK0391                          STATION RECOVERY (1963)
 FK0391
 FK0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0374 ***********************************************************************
 FK0374  DESIGNATION -  C 30
 FK0374  PID         -  FK0374
 FK0374  STATE/COUNTY-  OK/KIOWA
 FK0374  COUNTRY     -  US
 FK0374  USGS QUAD   -  CAMBRIDGE (2018)
 FK0374
 FK0374                         *CURRENT SURVEY CONTROL
 FK0374  ______________________________________________________________________
 FK0374* NAD 83(1986) POSITION- 35 00 44.     (N) 099 10 04.     (W)   SCALED
 FK0374* NAVD 88 ORTHO HEIGHT -   478.156 (meters)     1568.75  (feet) ADJUSTED
 FK0374  ______________________________________________________________________
 FK0374  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 FK0374  DYNAMIC HEIGHT  -        477.685 (meters)     1567.20  (feet) COMP
 FK0374  MODELED GRAVITY -    979,633.5   (mgal)                       NAVD 88
 FK0374
 FK0374  VERT ORDER      -  SECOND    CLASS 0
 FK0374
 FK0374.The horizontal coordinates were scaled from a map and have
 FK0374.an estimated accuracy of +/- 6 seconds.
 FK0374
 FK0374.The orthometric height was determined by differential leveling and
 FK0374.adjusted by the NATIONAL GEODETIC SURVEY
 FK0374.in June 1991.
 FK0374
 FK0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0374.GEOID18 height accuracy estimate available here.
 FK0374
 FK0374.Click photographs - Photos may exist for this station.
 FK0374
 FK0374.The dynamic height is computed by dividing the NAVD 88
 FK0374.geopotential number by the normal gravity value computed on the
 FK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0374.degrees latitude (g = 980.6199 gals.).
 FK0374
 FK0374.The modeled gravity was interpolated from observed gravity values.
 FK0374
 FK0374;                    North         East    Units  Estimated Accuracy
 FK0374;SPC OK S     -   186,850.      493,420.      MT  (+/- 180 meters Scaled)
 FK0374
 FK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD846744(NAD 83)
 FK0374
 FK0374                          SUPERSEDED SURVEY CONTROL
 FK0374
 FK0374  NGVD 29 (??/??/92)  477.985  (m)         1568.19   (f) ADJ UNCH    2 0
 FK0374
 FK0374.Superseded values are not recommended for survey control.
 FK0374
 FK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0374.See file dsdata.pdf to determine how the superseded data were derived.
 FK0374
 FK0374_MARKER: DB = BENCH MARK DISK
 FK0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0374_STAMPING: C 30 1934
 FK0374_MARK LOGO: CGS
 FK0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0374+STABILITY: SURFACE MOTION
 FK0374
 FK0374  HISTORY     - Date     Condition        Report By
 FK0374  HISTORY     - 1934     MONUMENTED       CGS
 FK0374  HISTORY     - 1959     MARK NOT FOUND   USGS
 FK0374
 FK0374                          STATION DESCRIPTION
 FK0374
 FK0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0374'4.5 MI W FROM HOBART.
 FK0374'4.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0374'RAILROAD FROM THE STATION AT HOBART, KIOWA COUNTY, ABOUT 1/2
 FK0374'MILE NORTH OF TWO FARMHOUSES, AT A ROAD CROSSING, 75 FEET NORTH
 FK0374'OF THE TRACK, AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD.
 FK0374'A STANDARD DISK, STAMPED C 30 1934 AND SET IN THE TOP OF A
 FK0374'CONCRETE POST.
 FK0374
 FK0374                          STATION RECOVERY (1959)
 FK0374
 FK0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FK0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0135 ***********************************************************************
 FK0135  DESIGNATION -  C 31
 FK0135  PID         -  FK0135
 FK0135  STATE/COUNTY-  OK/KIOWA
 FK0135  COUNTRY     -  US
 FK0135  USGS QUAD   -  STINKING CREEK (2018)
 FK0135
 FK0135                         *CURRENT SURVEY CONTROL
 FK0135  ______________________________________________________________________
 FK0135* NAD 83(1986) POSITION- 35 05 57.     (N) 098 44 47.     (W)   SCALED
 FK0135* NAVD 88 ORTHO HEIGHT -   407.258 (meters)     1336.15  (feet) ADJUSTED
 FK0135  ______________________________________________________________________
 FK0135  GEOID HEIGHT    -        -26.395 (meters)                     GEOID18
 FK0135  DYNAMIC HEIGHT  -        406.849 (meters)     1334.80  (feet) COMP
 FK0135  MODELED GRAVITY -    979,618.9   (mgal)                       NAVD 88
 FK0135
 FK0135  VERT ORDER      -  SECOND    CLASS 0
 FK0135
 FK0135.The horizontal coordinates were scaled from a map and have
 FK0135.an estimated accuracy of +/- 6 seconds.
 FK0135
 FK0135.The orthometric height was determined by differential leveling and
 FK0135.adjusted by the NATIONAL GEODETIC SURVEY
 FK0135.in June 1991.
 FK0135
 FK0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0135.GEOID18 height accuracy estimate available here.
 FK0135
 FK0135.Click photographs - Photos may exist for this station.
 FK0135
 FK0135.The dynamic height is computed by dividing the NAVD 88
 FK0135.geopotential number by the normal gravity value computed on the
 FK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0135.degrees latitude (g = 980.6199 gals.).
 FK0135
 FK0135.The modeled gravity was interpolated from observed gravity values.
 FK0135
 FK0135;                    North         East    Units  Estimated Accuracy
 FK0135;SPC OK S     -   196,130.      531,950.      MT  (+/- 180 meters Scaled)
 FK0135
 FK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND231840(NAD 83)
 FK0135
 FK0135                          SUPERSEDED SURVEY CONTROL
 FK0135
 FK0135  NGVD 29 (??/??/92)  407.104  (m)         1335.64   (f) ADJ UNCH    2 0
 FK0135
 FK0135.Superseded values are not recommended for survey control.
 FK0135
 FK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0135.See file dsdata.pdf to determine how the superseded data were derived.
 FK0135
 FK0135_MARKER: DB = BENCH MARK DISK
 FK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0135_STAMPING: C 31 1934
 FK0135_MARK LOGO: CGS
 FK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0135+STABILITY: SURFACE MOTION
 FK0135
 FK0135  HISTORY     - Date     Condition        Report By
 FK0135  HISTORY     - 1934     MONUMENTED       CGS
 FK0135  HISTORY     - 1963     GOOD             CGS
 FK0135
 FK0135                          STATION DESCRIPTION
 FK0135
 FK0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0135'AT MOUNTAIN VIEW.
 FK0135'AT MOUNTAIN VIEW, KIOWA COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 FK0135'PACIFIC RAILROAD, 60 FEET WEST OF THE STATION, AT THE NORTHWEST
 FK0135'CORNER OF A PARK, AND 30 FEET SOUTH OF THE TRACK.  A STANDARD
 FK0135'DISK, STAMPED C 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0135'23 FEET SOUTH OF SOUTH RAIL, 41 FEET EAST OF CENTER OF THE
 FK0135'STREET AND O K HWY. 115, ON BLOCK NORTH OF MAIN INTERSECTION IN
 FK0135'MOUNTAIN VIEW.
 FK0135
 FK0135                          STATION RECOVERY (1963)
 FK0135
 FK0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0283 ***********************************************************************
 GJ0283  DESIGNATION -  C 32
 GJ0283  PID         -  GJ0283
 GJ0283  STATE/COUNTY-  OK/ELLIS
 GJ0283  COUNTRY     -  US
 GJ0283  USGS QUAD   -  GOODWIN (2018)
 GJ0283
 GJ0283                         *CURRENT SURVEY CONTROL
 GJ0283  ______________________________________________________________________
 GJ0283* NAD 83(1986) POSITION- 36 09 31.     (N) 099 57 58.     (W)   SCALED
 GJ0283* NAVD 88 ORTHO HEIGHT -   765.076 (meters)     2510.09  (feet) ADJUSTED
 GJ0283  ______________________________________________________________________
 GJ0283  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0283  DYNAMIC HEIGHT  -        764.287 (meters)     2507.50  (feet) COMP
 GJ0283  MODELED GRAVITY -    979,576.7   (mgal)                       NAVD 88
 GJ0283
 GJ0283  VERT ORDER      -  FIRST     CLASS II
 GJ0283
 GJ0283.The horizontal coordinates were scaled from a map and have
 GJ0283.an estimated accuracy of +/- 6 seconds.
 GJ0283
 GJ0283.The orthometric height was determined by differential leveling and
 GJ0283.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0283.in June 1991.
 GJ0283
 GJ0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0283.GEOID18 height accuracy estimate available here.
 GJ0283
 GJ0283.Click photographs - Photos may exist for this station.
 GJ0283
 GJ0283.The dynamic height is computed by dividing the NAVD 88
 GJ0283.geopotential number by the normal gravity value computed on the
 GJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0283.degrees latitude (g = 980.6199 gals.).
 GJ0283
 GJ0283.The modeled gravity was interpolated from observed gravity values.
 GJ0283
 GJ0283;                    North         East    Units  Estimated Accuracy
 GJ0283;SPC OK N     -   130,340.      423,110.      MT  (+/- 180 meters Scaled)
 GJ0283
 GJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF131019(NAD 83)
 GJ0283
 GJ0283                          SUPERSEDED SURVEY CONTROL
 GJ0283
 GJ0283  NGVD 29 (??/??/92)  764.755  (m)         2509.03   (f) ADJ UNCH    1 2
 GJ0283
 GJ0283.Superseded values are not recommended for survey control.
 GJ0283
 GJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0283.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0283
 GJ0283_MARKER: DB = BENCH MARK DISK
 GJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0283_STAMPING: C 32 1934
 GJ0283_MARK LOGO: CGS
 GJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0283+STABILITY: SURFACE MOTION
 GJ0283
 GJ0283  HISTORY     - Date     Condition        Report By
 GJ0283  HISTORY     - 1934     MONUMENTED       CGS
 GJ0283  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0283
 GJ0283                          STATION DESCRIPTION
 GJ0283
 GJ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0283'4.7 MI NE FROM HIGGINS.
 GJ0283'4.7 MILES NORTHEAST OF NEW HIGGINS HOTEL, AT HIGGINS 351 FEET
 GJ0283'EAST OF MILE POST 424.  73 FEET NORTH OF THE CENTERLINE OF
 GJ0283'ATCHISON TOPEKA AND SANTA FE RAILROAD.  27 FEET SOUTH OF THE
 GJ0283'RAILROAD RIGHT-OF-WAY FENCE LINE.
 GJ0283
 GJ0283                          STATION RECOVERY (1970)
 GJ0283
 GJ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0338 ***********************************************************************
 FH0338  DESIGNATION -  C 326
 FH0338  PID         -  FH0338
 FH0338  STATE/COUNTY-  OK/LE FLORE
 FH0338  COUNTRY     -  US
 FH0338  USGS QUAD   -  POTEAU EAST (2018)
 FH0338
 FH0338                         *CURRENT SURVEY CONTROL
 FH0338  ______________________________________________________________________
 FH0338* NAD 83(1986) POSITION- 35 03 36.     (N) 094 36 26.     (W)   SCALED
 FH0338* NAVD 88 ORTHO HEIGHT -   137.33  (+/-2cm)      450.6   (feet) VERTCON3
 FH0338  ______________________________________________________________________
 FH0338  GEOID HEIGHT    -        -31.323 (meters)                     GEOID18
 FH0338  VERT ORDER      -  ? (See Below)
 FH0338
 FH0338.The horizontal coordinates were scaled from a map and have
 FH0338.an estimated accuracy of +/- 6 seconds.
 FH0338
 FH0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0338
 FH0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0338.GEOID18 height accuracy estimate available here.
 FH0338
 FH0338.The vertical order pertains to the NGVD 29 superseded value.
 FH0338
 FH0338.Click photographs - Photos may exist for this station.
 FH0338
 FH0338;                    North         East    Units  Estimated Accuracy
 FH0338;SPC OK S     -   196,730.      909,430.      MT  (+/- 180 meters Scaled)
 FH0338
 FH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU534808(NAD 83)
 FH0338
 FH0338                          SUPERSEDED SURVEY CONTROL
 FH0338
 FH0338  NGVD 29 (??/??/92)  137.228  (m)          450.22   (f) ADJ UNCH       
 FH0338
 FH0338.Superseded values are not recommended for survey control.
 FH0338
 FH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0338.See file dsdata.pdf to determine how the superseded data were derived.
 FH0338
 FH0338_MARKER: Z = SEE DESCRIPTION
 FH0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0338_SP_SET: PARAPET WALL
 FH0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0338
 FH0338  HISTORY     - Date     Condition        Report By
 FH0338  HISTORY     - UNK      MONUMENTED       KCSRR
 FH0338  HISTORY     - 1934     GOOD             CGS
 FH0338
 FH0338                          STATION DESCRIPTION
 FH0338
 FH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0338'0.7 MI N FROM POTEAU.
 FH0338'0.7 MILE NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0338'STATION AT POTEAU, LE FLORE COUNTY, AT BRIDGE C 326, AND ON THE
 FH0338'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PARAPET WALL OF THE
 FH0338'NORTH ABUTMENT.  A PAINTED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0239 ***********************************************************************
 GJ0239  DESIGNATION -  C 33
 GJ0239  PID         -  GJ0239
 GJ0239  STATE/COUNTY-  OK/WOODWARD
 GJ0239  COUNTRY     -  US
 GJ0239  USGS QUAD   -  WOODWARD NE (2018)
 GJ0239
 GJ0239                         *CURRENT SURVEY CONTROL
 GJ0239  ______________________________________________________________________
 GJ0239* NAD 83(1986) POSITION- 36 23 42.     (N) 099 21 58.     (W)   SCALED
 GJ0239* NAVD 88 ORTHO HEIGHT -   617.270 (meters)     2025.16  (feet) ADJUSTED
 GJ0239  ______________________________________________________________________
 GJ0239  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 GJ0239  DYNAMIC HEIGHT  -        616.669 (meters)     2023.19  (feet) COMP
 GJ0239  MODELED GRAVITY -    979,638.6   (mgal)                       NAVD 88
 GJ0239
 GJ0239  VERT ORDER      -  SECOND    CLASS 0
 GJ0239
 GJ0239.The horizontal coordinates were scaled from a map and have
 GJ0239.an estimated accuracy of +/- 6 seconds.
 GJ0239
 GJ0239.The orthometric height was determined by differential leveling and
 GJ0239.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0239.in June 1991.
 GJ0239
 GJ0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0239.GEOID18 height accuracy estimate available here.
 GJ0239
 GJ0239.Click photographs - Photos may exist for this station.
 GJ0239
 GJ0239.The dynamic height is computed by dividing the NAVD 88
 GJ0239.geopotential number by the normal gravity value computed on the
 GJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0239.degrees latitude (g = 980.6199 gals.).
 GJ0239
 GJ0239.The modeled gravity was interpolated from observed gravity values.
 GJ0239
 GJ0239;                    North         East    Units  Estimated Accuracy
 GJ0239;SPC OK N     -   155,640.      477,450.      MT  (+/- 180 meters Scaled)
 GJ0239
 GJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF671278(NAD 83)
 GJ0239
 GJ0239                          SUPERSEDED SURVEY CONTROL
 GJ0239
 GJ0239  NGVD 29 (??/??/92)  617.012  (m)         2024.31   (f) ADJ UNCH    2 0
 GJ0239
 GJ0239.Superseded values are not recommended for survey control.
 GJ0239
 GJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0239.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0239
 GJ0239_MARKER: DB = BENCH MARK DISK
 GJ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0239_STAMPING: C 33 1934
 GJ0239_MARK LOGO: CGS
 GJ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0239+STABILITY: SURFACE MOTION
 GJ0239
 GJ0239  HISTORY     - Date     Condition        Report By
 GJ0239  HISTORY     - 1934     MONUMENTED       CGS
 GJ0239
 GJ0239                          STATION DESCRIPTION
 GJ0239
 GJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0239'3.6 MI S FROM WOODWARD.
 GJ0239'3.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0239'THE STATION AT WOODWARD, WOODWARD COUNTY, 33 FEET EAST OF MILEPOST
 GJ0239'216, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 60 FEET
 GJ0239'SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 GJ0239'C 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0234 ***********************************************************************
 GJ0234  DESIGNATION -  C 34
 GJ0234  PID         -  GJ0234
 GJ0234  STATE/COUNTY-  OK/DEWEY
 GJ0234  COUNTRY     -  US
 GJ0234  USGS QUAD   -  MUTUAL NE (2018)
 GJ0234
 GJ0234                         *CURRENT SURVEY CONTROL
 GJ0234  ______________________________________________________________________
 GJ0234* NAD 83(1986) POSITION- 36 08 40.     (N) 099 04 44.     (W)   SCALED
 GJ0234* NAVD 88 ORTHO HEIGHT -   566.481 (meters)     1858.53  (feet) ADJUSTED
 GJ0234  ______________________________________________________________________
 GJ0234  GEOID HEIGHT    -        -27.889 (meters)                     GEOID18
 GJ0234  DYNAMIC HEIGHT  -        565.934 (meters)     1856.74  (feet) COMP
 GJ0234  MODELED GRAVITY -    979,649.4   (mgal)                       NAVD 88
 GJ0234
 GJ0234  VERT ORDER      -  SECOND    CLASS 0
 GJ0234
 GJ0234.The horizontal coordinates were scaled from a map and have
 GJ0234.an estimated accuracy of +/- 6 seconds.
 GJ0234
 GJ0234.The orthometric height was determined by differential leveling and
 GJ0234.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0234.in June 1991.
 GJ0234
 GJ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0234.GEOID18 height accuracy estimate available here.
 GJ0234
 GJ0234.Click photographs - Photos may exist for this station.
 GJ0234
 GJ0234.The dynamic height is computed by dividing the NAVD 88
 GJ0234.geopotential number by the normal gravity value computed on the
 GJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0234.degrees latitude (g = 980.6199 gals.).
 GJ0234
 GJ0234.The modeled gravity was interpolated from observed gravity values.
 GJ0234
 GJ0234;                    North         East    Units  Estimated Accuracy
 GJ0234;SPC OK N     -   127,520.      502,910.      MT  (+/- 180 meters Scaled)
 GJ0234
 GJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME929999(NAD 83)
 GJ0234
 GJ0234                          SUPERSEDED SURVEY CONTROL
 GJ0234
 GJ0234  NGVD 29 (??/??/92)  566.247  (m)         1857.76   (f) ADJ UNCH    2 0
 GJ0234
 GJ0234.Superseded values are not recommended for survey control.
 GJ0234
 GJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0234.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0234
 GJ0234_MARKER: DB = BENCH MARK DISK
 GJ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0234_STAMPING: C 34 1934
 GJ0234_MARK LOGO: CGS
 GJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0234+STABILITY: SURFACE MOTION
 GJ0234
 GJ0234  HISTORY     - Date     Condition        Report By
 GJ0234  HISTORY     - 1934     MONUMENTED       CGS
 GJ0234
 GJ0234                          STATION DESCRIPTION
 GJ0234
 GJ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0234'8.7 MI W FROM SEILING.
 GJ0234'8.7 MILES WEST OF JUNCTION U.S. HIGHWAY 60 AND STATE 385 250 FEET
 GJ0234'NORTHWEST OF LARGE UNPAINTED FARM HOUSE ON THE NORTH SIDE OF THE
 GJ0234'HIGHWAY.  42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60.
 GJ0234'120 FEET EAST OF NORTH AND SOUTH SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0053 ***********************************************************************
 GJ0053  DESIGNATION -  C 35
 GJ0053  PID         -  GJ0053
 GJ0053  STATE/COUNTY-  OK/BLAINE
 GJ0053  COUNTRY     -  US
 GJ0053  USGS QUAD   -  OKEENE (2018)
 GJ0053
 GJ0053                         *CURRENT SURVEY CONTROL
 GJ0053  ______________________________________________________________________
 GJ0053* NAD 83(1986) POSITION- 36 06 57.     (N) 098 21 08.     (W)   SCALED
 GJ0053* NAVD 88 ORTHO HEIGHT -   378.137 (meters)     1240.60  (feet) ADJUSTED
 GJ0053  ______________________________________________________________________
 GJ0053  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 GJ0053  DYNAMIC HEIGHT  -        377.793 (meters)     1239.48  (feet) COMP
 GJ0053  MODELED GRAVITY -    979,712.9   (mgal)                       NAVD 88
 GJ0053
 GJ0053  VERT ORDER      -  SECOND    CLASS 0
 GJ0053
 GJ0053.The horizontal coordinates were scaled from a map and have
 GJ0053.an estimated accuracy of +/- 6 seconds.
 GJ0053
 GJ0053.The orthometric height was determined by differential leveling and
 GJ0053.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0053.in June 1991.
 GJ0053
 GJ0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0053.GEOID18 height accuracy estimate available here.
 GJ0053
 GJ0053.Click photographs - Photos may exist for this station.
 GJ0053
 GJ0053.The dynamic height is computed by dividing the NAVD 88
 GJ0053.geopotential number by the normal gravity value computed on the
 GJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0053.degrees latitude (g = 980.6199 gals.).
 GJ0053
 GJ0053.The modeled gravity was interpolated from observed gravity values.
 GJ0053
 GJ0053;                    North         East    Units  Estimated Accuracy
 GJ0053;SPC OK N     -   123,860.      568,290.      MT  (+/- 180 meters Scaled)
 GJ0053
 GJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE582969(NAD 83)
 GJ0053
 GJ0053                          SUPERSEDED SURVEY CONTROL
 GJ0053
 GJ0053  NGVD 29 (??/??/92)  377.969  (m)         1240.05   (f) ADJ UNCH    2 0
 GJ0053
 GJ0053.Superseded values are not recommended for survey control.
 GJ0053
 GJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0053.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0053
 GJ0053_MARKER: DB = BENCH MARK DISK
 GJ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0053_STAMPING: C 35 1934
 GJ0053_MARK LOGO: CGS
 GJ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0053+STABILITY: SURFACE MOTION
 GJ0053
 GJ0053  HISTORY     - Date     Condition        Report By
 GJ0053  HISTORY     - 1934     MONUMENTED       CGS
 GJ0053
 GJ0053                          STATION DESCRIPTION
 GJ0053
 GJ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0053'2.3 MI W FROM OKEENE.
 GJ0053'2.3 MILES WEST OF ST. L AND S F RR DEPOT, AT OKEENE 0.3 MILE
 GJ0053'SOUTHWEST OF LARGE WHITE FARM HOUSE.  40 FEET NORTH OF CENTERLINE
 GJ0053'OF GRADED COUNTY ROAD.  33 FEET EAST OF NORTH AND SOUTH SECTION
 GJ0053'LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0089 ***********************************************************************
 FK0089  DESIGNATION -  C 36
 FK0089  PID         -  FK0089
 FK0089  STATE/COUNTY-  OK/CADDO
 FK0089  COUNTRY     -  US
 FK0089  USGS QUAD   -  ANADARKO EAST (2018)
 FK0089
 FK0089                         *CURRENT SURVEY CONTROL
 FK0089  ______________________________________________________________________
 FK0089* NAD 83(1986) POSITION- 35 04 51.54   (N) 098 08 07.80   (W)   HD_HELD1
 FK0089* NAVD 88 ORTHO HEIGHT -   353.143 (meters)     1158.60  (feet) ADJUSTED
 FK0089  ______________________________________________________________________
 FK0089  GEOID HEIGHT    -        -26.691 (meters)                     GEOID18
 FK0089  DYNAMIC HEIGHT  -        352.790 (meters)     1157.45  (feet) COMP
 FK0089  MODELED GRAVITY -    979,624.0   (mgal)                       NAVD 88
 FK0089
 FK0089  VERT ORDER      -  SECOND    CLASS 0
 FK0089
 FK0089.The horizontal coordinates were determined by differentially corrected
 FK0089.hand held GPS observations or other comparable positioning techniques
 FK0089.and have an estimated accuracy of +/- 3 meters.
 FK0089
 FK0089.The orthometric height was determined by differential leveling and
 FK0089.adjusted by the NATIONAL GEODETIC SURVEY
 FK0089.in June 1991.
 FK0089
 FK0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0089.GEOID18 height accuracy estimate available here.
 FK0089
 FK0089.Click photographs - Photos may exist for this station.
 FK0089
 FK0089.The dynamic height is computed by dividing the NAVD 88
 FK0089.geopotential number by the normal gravity value computed on the
 FK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0089.degrees latitude (g = 980.6199 gals.).
 FK0089
 FK0089.The modeled gravity was interpolated from observed gravity values.
 FK0089
 FK0089;                    North         East    Units  Estimated Accuracy
 FK0089;SPC OK S     -   193,867.6     587,643.0     MT  (+/- 3 meters HH1 GPS) 
 FK0089
 FK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7881082365(NAD 83)
 FK0089
 FK0089                          SUPERSEDED SURVEY CONTROL
 FK0089
 FK0089  NGVD 29 (??/??/92)  353.020  (m)         1158.20   (f) ADJ UNCH    2 0
 FK0089
 FK0089.Superseded values are not recommended for survey control.
 FK0089
 FK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0089.See file dsdata.pdf to determine how the superseded data were derived.
 FK0089
 FK0089_MARKER: DB = BENCH MARK DISK
 FK0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0089_SP_SET: BRIDGE
 FK0089_STAMPING: C 36 1934
 FK0089_MARK LOGO: CGS
 FK0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0089
 FK0089  HISTORY     - Date     Condition        Report By
 FK0089  HISTORY     - 1934     MONUMENTED       CGS
 FK0089  HISTORY     - 1963     GOOD             CGS
 FK0089  HISTORY     - 1974     GOOD             OKDH
 FK0089  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FK0089
 FK0089                          STATION DESCRIPTION
 FK0089
 FK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0089'2.7 MI W FROM VERDEN.
 FK0089'IN CADDO, COUNTY, 2.7 MILES WEST ALONG THE CHICAGO/ ROCK ISLAND
 FK0089'AND PACIFIC RAILROAD FROM THE STATION AT VERDEN, GRADY COUNTY,
 FK0089'0.65 MILE NORTH OF U.S. HIGHWAY 62 AND OK 7, AND 0.45 MILE
 FK0089'WEST OF A ROAD CROSSING, ABOUT 60 FEET SOUTH OF THE TRACK AND
 FK0089'IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE BRIDGE OF
 FK0089'AN ABANDONED HIGHWAY.  A STANDARD DISK STAMPED C 36 1934.
 FK0089
 FK0089                          STATION RECOVERY (1974)
 FK0089
 FK0089'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1974
 FK0089'NOTE-- S.H. 9 WAS RELOCATED TO THE SOUTH, BUT BRIDGE IS IN PLACE ON
 FK0089'ABANDONED S.H. 9.
 FK0089
 FK0089                          STATION RECOVERY (2022)
 FK0089
 FK0089'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FK0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0346 ***********************************************************************
 EM0346  DESIGNATION -  C 37
 EM0346  PID         -  EM0346
 EM0346  STATE/COUNTY-  OK/TILLMAN
 EM0346  COUNTRY     -  US
 EM0346  USGS QUAD   -  FREDERICK SE (2018)
 EM0346
 EM0346                         *CURRENT SURVEY CONTROL
 EM0346  ______________________________________________________________________
 EM0346* NAD 83(1986) POSITION- 34 15 41.     (N) 099 03 47.     (W)   SCALED
 EM0346* NAVD 88 ORTHO HEIGHT -   353.609 (meters)     1160.13  (feet) ADJUSTED
 EM0346  ______________________________________________________________________
 EM0346  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 EM0346  DYNAMIC HEIGHT  -        353.219 (meters)     1158.85  (feet) COMP
 EM0346  MODELED GRAVITY -    979,521.5   (mgal)                       NAVD 88
 EM0346
 EM0346  VERT ORDER      -  SECOND    CLASS 0
 EM0346
 EM0346.The horizontal coordinates were scaled from a map and have
 EM0346.an estimated accuracy of +/- 6 seconds.
 EM0346
 EM0346.The orthometric height was determined by differential leveling and
 EM0346.adjusted by the NATIONAL GEODETIC SURVEY
 EM0346.in June 1991.
 EM0346
 EM0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0346.GEOID18 height accuracy estimate available here.
 EM0346
 EM0346.Click photographs - Photos may exist for this station.
 EM0346
 EM0346.The dynamic height is computed by dividing the NAVD 88
 EM0346.geopotential number by the normal gravity value computed on the
 EM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0346.degrees latitude (g = 980.6199 gals.).
 EM0346
 EM0346.The modeled gravity was interpolated from observed gravity values.
 EM0346
 EM0346;                    North         East    Units  Estimated Accuracy
 EM0346;SPC OK S     -   103,460.      502,100.      MT  (+/- 180 meters Scaled)
 EM0346
 EM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC941911(NAD 83)
 EM0346
 EM0346                          SUPERSEDED SURVEY CONTROL
 EM0346
 EM0346  NGVD 29 (??/??/92)  353.476  (m)         1159.70   (f) ADJ UNCH    2 0
 EM0346
 EM0346.Superseded values are not recommended for survey control.
 EM0346
 EM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0346.See file dsdata.pdf to determine how the superseded data were derived.
 EM0346
 EM0346_MARKER: DB = BENCH MARK DISK
 EM0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0346_STAMPING: C 37 1934
 EM0346_MARK LOGO: CGS
 EM0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0346+STABILITY: SURFACE MOTION
 EM0346
 EM0346  HISTORY     - Date     Condition        Report By
 EM0346  HISTORY     - 1934     MONUMENTED       CGS
 EM0346  HISTORY     - 1963     GOOD             CGS
 EM0346  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0346
 EM0346                          STATION DESCRIPTION
 EM0346
 EM0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0346'1.7 MI N FROM DAVIDSON.
 EM0346'1.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0346'STATION AT DAVIDSON, ABOUT 1000 FEET SOUTH OF A FARMHOUSE, 110 FEET
 EM0346'SOUTH OF THE FITEENTH POLE SOUTH OF MILEPOST 772, AT A ROAD CROSSING,
 EM0346'AND 12 FEET WEST OF THE TRACK.  A STANDARD DISK STAMPED C 37 1934 AND
 EM0346'SET IN THE TOP OF A CONCRETE POST.
 EM0346
 EM0346                          STATION RECOVERY (1963)
 EM0346
 EM0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0346'RECOVERED IN GOOD CONDITION.
 EM0346
 EM0346                          STATION RECOVERY (1979)
 EM0346
 EM0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0575 ***********************************************************************
 DN0575  DESIGNATION -  C 39
 DN0575  PID         -  DN0575
 DN0575  STATE/COUNTY-  OK/LOVE
 DN0575  COUNTRY     -  US
 DN0575  USGS QUAD   -  MARIETTA EAST (2018)
 DN0575
 DN0575                         *CURRENT SURVEY CONTROL
 DN0575  ______________________________________________________________________
 DN0575* NAD 83(1986) POSITION- 33 58 29.     (N) 097 06 50.     (W)   SCALED
 DN0575* NAVD 88 ORTHO HEIGHT -   228.026 (meters)      748.12  (feet) ADJUSTED
 DN0575  ______________________________________________________________________
 DN0575  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 DN0575  DYNAMIC HEIGHT  -        227.785 (meters)      747.32  (feet) COMP
 DN0575  MODELED GRAVITY -    979,572.1   (mgal)                       NAVD 88
 DN0575
 DN0575  VERT ORDER      -  SECOND    CLASS 0
 DN0575
 DN0575.The horizontal coordinates were scaled from a map and have
 DN0575.an estimated accuracy of +/- 6 seconds.
 DN0575
 DN0575.The orthometric height was determined by differential leveling and
 DN0575.adjusted by the NATIONAL GEODETIC SURVEY
 DN0575.in June 1991.
 DN0575
 DN0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0575.GEOID18 height accuracy estimate available here.
 DN0575
 DN0575.Click photographs - Photos may exist for this station.
 DN0575
 DN0575.The dynamic height is computed by dividing the NAVD 88
 DN0575.geopotential number by the normal gravity value computed on the
 DN0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0575.degrees latitude (g = 980.6199 gals.).
 DN0575
 DN0575.The modeled gravity was interpolated from observed gravity values.
 DN0575
 DN0575;                    North         East    Units  Estimated Accuracy
 DN0575;SPC OK S     -    71,510.      681,890.      MT  (+/- 180 meters Scaled)
 DN0575
 DN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC742609(NAD 83)
 DN0575
 DN0575                          SUPERSEDED SURVEY CONTROL
 DN0575
 DN0575  NGVD 29 (??/??/92)  227.973  (m)          747.94   (f) ADJ UNCH    2 0
 DN0575
 DN0575.Superseded values are not recommended for survey control.
 DN0575
 DN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0575.See file dsdata.pdf to determine how the superseded data were derived.
 DN0575
 DN0575_MARKER: DB = BENCH MARK DISK
 DN0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0575_STAMPING: C 39 1934
 DN0575_MARK LOGO: CGS
 DN0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0575+STABILITY: SURFACE MOTION
 DN0575
 DN0575  HISTORY     - Date     Condition        Report By
 DN0575  HISTORY     - 1934     MONUMENTED       CGS
 DN0575  HISTORY     - 1943     GOOD             ATSFRR
 DN0575  HISTORY     - 1968     GOOD             USGS
 DN0575
 DN0575                          STATION DESCRIPTION
 DN0575
 DN0575'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1943
 DN0575'2.9 MI N FROM MARIETTA.
 DN0575'ABOUT 2.9 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 DN0575'FROM THE STATION AT MARIETTA, LOVE COUNTY, AT MILEPOST 435 PLUS 4,641
 DN0575'FEET, 15 FEET NORTH OF THE SOUTH END OF BRIDGE 435 D, AND 30 FEET WEST
 DN0575'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 39 1934
 DN0575'AND SET IN THE TOP OF A CONCRETE POST.
 DN0575
 DN0575                          STATION RECOVERY (1968)
 DN0575
 DN0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DN0575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0423 ***********************************************************************
 FK0423  DESIGNATION -  C 4
 FK0423  PID         -  FK0423
 FK0423  STATE/COUNTY-  OK/BECKHAM
 FK0423  COUNTRY     -  US
 FK0423  USGS QUAD   -  ERICK (2018)
 FK0423
 FK0423                         *CURRENT SURVEY CONTROL
 FK0423  ______________________________________________________________________
 FK0423* NAD 83(1986) POSITION- 35 13 17.     (N) 099 50 01.     (W)   SCALED
 FK0423* NAVD 88 ORTHO HEIGHT -   617.276 (meters)     2025.18  (feet) ADJUSTED
 FK0423  ______________________________________________________________________
 FK0423  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 FK0423  DYNAMIC HEIGHT  -        616.650 (meters)     2023.13  (feet) COMP
 FK0423  MODELED GRAVITY -    979,599.3   (mgal)                       NAVD 88
 FK0423
 FK0423  VERT ORDER      -  FIRST     CLASS II
 FK0423
 FK0423.The horizontal coordinates were scaled from a map and have
 FK0423.an estimated accuracy of +/- 6 seconds.
 FK0423
 FK0423.The orthometric height was determined by differential leveling and
 FK0423.adjusted by the NATIONAL GEODETIC SURVEY
 FK0423.in June 1991.
 FK0423
 FK0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0423.GEOID18 height accuracy estimate available here.
 FK0423
 FK0423.Click photographs - Photos may exist for this station.
 FK0423
 FK0423.The dynamic height is computed by dividing the NAVD 88
 FK0423.geopotential number by the normal gravity value computed on the
 FK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0423.degrees latitude (g = 980.6199 gals.).
 FK0423
 FK0423.The modeled gravity was interpolated from observed gravity values.
 FK0423
 FK0423;                    North         East    Units  Estimated Accuracy
 FK0423;SPC OK S     -   210,950.      433,080.      MT  (+/- 180 meters Scaled)
 FK0423
 FK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD241979(NAD 83)
 FK0423
 FK0423                          SUPERSEDED SURVEY CONTROL
 FK0423
 FK0423  NGVD 29 (??/??/92)  617.052  (m)         2024.44   (f) ADJ UNCH    1 2
 FK0423
 FK0423.Superseded values are not recommended for survey control.
 FK0423
 FK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0423.See file dsdata.pdf to determine how the superseded data were derived.
 FK0423
 FK0423_MARKER: P = PIPE CAP
 FK0423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0423_STAMPING: 2024.507
 FK0423_MARK LOGO: CGS
 FK0423_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0423
 FK0423  HISTORY     - Date     Condition        Report By
 FK0423  HISTORY     - 1909     MONUMENTED       CGS
 FK0423  HISTORY     - 1955     GOOD             CGS
 FK0423
 FK0423                          STATION DESCRIPTION
 FK0423
 FK0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0423'1.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0423'RAILROAD FROM THE STATION AT ERICK, 45 FEET EAST OF MILEPOST 639,
 FK0423'38 FEET NORTH OF THE NORTH RAIL, 1.8 FEET SOUTH OF A FENCE,
 FK0423'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 FK0423'0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0507 ***********************************************************************
 EL0507  DESIGNATION -  C 40
 EL0507  PID         -  EL0507
 EL0507  STATE/COUNTY-  OK/CARTER
 EL0507  COUNTRY     -  US
 EL0507  USGS QUAD   -  RINGLING (2018)
 EL0507
 EL0507                         *CURRENT SURVEY CONTROL
 EL0507  ______________________________________________________________________
 EL0507* NAD 83(1986) POSITION- 34 09 49.     (N) 097 31 37.     (W)   SCALED
 EL0507* NAVD 88 ORTHO HEIGHT -   277.755 (meters)      911.27  (feet) ADJUSTED
 EL0507  ______________________________________________________________________
 EL0507  GEOID HEIGHT    -        -25.798 (meters)                     GEOID18
 EL0507  DYNAMIC HEIGHT  -        277.467 (meters)      910.32  (feet) COMP
 EL0507  MODELED GRAVITY -    979,593.5   (mgal)                       NAVD 88
 EL0507
 EL0507  VERT ORDER      -  FIRST     CLASS II
 EL0507
 EL0507.The horizontal coordinates were scaled from a map and have
 EL0507.an estimated accuracy of +/- 6 seconds.
 EL0507
 EL0507.The orthometric height was determined by differential leveling and
 EL0507.adjusted by the NATIONAL GEODETIC SURVEY
 EL0507.in June 1991.
 EL0507
 EL0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0507.GEOID18 height accuracy estimate available here.
 EL0507
 EL0507.Click photographs - Photos may exist for this station.
 EL0507
 EL0507.The dynamic height is computed by dividing the NAVD 88
 EL0507.geopotential number by the normal gravity value computed on the
 EL0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0507.degrees latitude (g = 980.6199 gals.).
 EL0507
 EL0507.The modeled gravity was interpolated from observed gravity values.
 EL0507
 EL0507;                    North         East    Units  Estimated Accuracy
 EL0507;SPC OK S     -    92,200.      643,620.      MT  (+/- 180 meters Scaled)
 EL0507
 EL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC357812(NAD 83)
 EL0507
 EL0507                          SUPERSEDED SURVEY CONTROL
 EL0507
 EL0507  NGVD 29 (??/??/92)  277.674  (m)          911.00   (f) ADJ UNCH    1 2
 EL0507
 EL0507.Superseded values are not recommended for survey control.
 EL0507
 EL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0507.See file dsdata.pdf to determine how the superseded data were derived.
 EL0507
 EL0507_MARKER: DB = BENCH MARK DISK
 EL0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0507_STAMPING: C 40 1934
 EL0507_MARK LOGO: CGS
 EL0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0507+STABILITY: SURFACE MOTION
 EL0507
 EL0507  HISTORY     - Date     Condition        Report By
 EL0507  HISTORY     - 1934     MONUMENTED       CGS
 EL0507  HISTORY     - 1971     GOOD             NGS
 EL0507  HISTORY     - 1974     GOOD             USGS
 EL0507  HISTORY     - 20180801 POOR             OKDOT
 EL0507  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 EL0507
 EL0507                          STATION DESCRIPTION
 EL0507
 EL0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0507'2 MI E FROM RINGLING.
 EL0507'2.0 MILES EAST OF THE COUNTY LINE ON ATCHISON TOPEKA AND SANTA
 EL0507'FE RAILROAD.  30 FEET SOUTH OF THE TRACK-- NO ROAD AT THIS
 EL0507'LINE.
 EL0507
 EL0507                          STATION RECOVERY (1971)
 EL0507
 EL0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EL0507'RECOVERED IN GOOD CONDITION.
 EL0507
 EL0507                          STATION RECOVERY (1974)
 EL0507
 EL0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EL0507'REVISED DESCRIPTION-- RINGLING, ABOUT 2.6 MI. E. OF AND 1.3 MI. S. OF
 EL0507'NEAR THE 1/4 COR. BETWEEN SECS. 31 AND 32, T.4S., R.3W. 45 FT S. OF,
 EL0507'50 FT W. OF AND 1.7 FT LOWER THAN N-S.RD AT A RR X-ING. IN CONC.
 EL0507'POST, 18 IN ABOVE GROUND, STD. TABLET, STAMPED C 40 1934.
 EL0507
 EL0507                          STATION RECOVERY (2018)
 EL0507
 EL0507'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EL0507'REQUIRES MAINTENANCE, MARK IS LEANING.
 EL0507
 EL0507                          STATION RECOVERY (2022)
 EL0507
 EL0507'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0435 ***********************************************************************
 EM0435  DESIGNATION -  C 41
 EM0435  PID         -  EM0435
 EM0435  STATE/COUNTY-  OK/JACKSON
 EM0435  COUNTRY     -  US
 EM0435  USGS QUAD   -  ELDORADO (2019)
 EM0435
 EM0435                         *CURRENT SURVEY CONTROL
 EM0435  ______________________________________________________________________
 EM0435* NAD 83(1986) POSITION- 34 25 16.     (N) 099 43 52.     (W)   SCALED
 EM0435* NAVD 88 ORTHO HEIGHT -   442.574 (meters)     1452.01  (feet) ADJUSTED
 EM0435  ______________________________________________________________________
 EM0435  GEOID HEIGHT    -        -28.369 (meters)                     GEOID18
 EM0435  DYNAMIC HEIGHT  -        442.079 (meters)     1450.39  (feet) COMP
 EM0435  MODELED GRAVITY -    979,505.3   (mgal)                       NAVD 88
 EM0435
 EM0435  VERT ORDER      -  SECOND    CLASS 0
 EM0435
 EM0435.The horizontal coordinates were scaled from a map and have
 EM0435.an estimated accuracy of +/- 6 seconds.
 EM0435
 EM0435.The orthometric height was determined by differential leveling and
 EM0435.adjusted by the NATIONAL GEODETIC SURVEY
 EM0435.in June 1991.
 EM0435
 EM0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0435.GEOID18 height accuracy estimate available here.
 EM0435
 EM0435.Click photographs - Photos may exist for this station.
 EM0435
 EM0435.The dynamic height is computed by dividing the NAVD 88
 EM0435.geopotential number by the normal gravity value computed on the
 EM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0435.degrees latitude (g = 980.6199 gals.).
 EM0435
 EM0435.The modeled gravity was interpolated from observed gravity values.
 EM0435
 EM0435;                    North         East    Units  Estimated Accuracy
 EM0435;SPC OK S     -   122,020.      440,880.      MT  (+/- 180 meters Scaled)
 EM0435
 EM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD328090(NAD 83)
 EM0435
 EM0435                          SUPERSEDED SURVEY CONTROL
 EM0435
 EM0435  NGVD 29 (??/??/92)  442.394  (m)         1451.42   (f) ADJ UNCH    2 0
 EM0435
 EM0435.Superseded values are not recommended for survey control.
 EM0435
 EM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0435.See file dsdata.pdf to determine how the superseded data were derived.
 EM0435
 EM0435_MARKER: DB = BENCH MARK DISK
 EM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0435_STAMPING: C 41 1934
 EM0435_MARK LOGO: CGS
 EM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0435+STABILITY: SURFACE MOTION
 EM0435
 EM0435  HISTORY     - Date     Condition        Report By
 EM0435  HISTORY     - 1934     MONUMENTED       CGS
 EM0435  HISTORY     - 1949     MARK NOT FOUND   LOCSUR
 EM0435
 EM0435                          STATION DESCRIPTION
 EM0435
 EM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0435'6.0 MI SW FROM ELDORADO.
 EM0435'6.0 MILES SOUTHWEST OF S.L. AND S.F. STATION, IN ELDORADO.  0.4 MILE
 EM0435'SOUTHWEST OF MILE POST 715.  66 FEET SOUTH OF EAST AND WEST SECTION
 EM0435'LINE ROAD, AND 0.3 MILE NORTH OF TEXAS AND OKLAHOMA STATE BOUNDARY
 EM0435'LINE.  45 FEET EAST OF THE NEAREST RAIL OF THE ST. LOUIS AND SAN
 EM0435'FRANCISCO RAILROAD TRACK.  ON THE NORTH SIDE OF THE RAILROAD PROPERTY
 EM0435'FENCE, AND 7 FEET WEST OF THE FENCE CORNER.
 EM0435
 EM0435                          STATION RECOVERY (1949)
 EM0435
 EM0435'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 EM0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0484 ***********************************************************************
 EL0484  DESIGNATION -  C 43
 EL0484  PID         -  EL0484
 EL0484  STATE/COUNTY-  OK/STEPHENS
 EL0484  COUNTRY     -  US
 EL0484  USGS QUAD   -  COMANCHE (2018)
 EL0484
 EL0484                         *CURRENT SURVEY CONTROL
 EL0484  ______________________________________________________________________
 EL0484* NAD 83(1986) POSITION- 34 22 07.91   (N) 097 57 34.90   (W)   HD_HELD1
 EL0484* NAVD 88 ORTHO HEIGHT -   299.994 (meters)      984.23  (feet) ADJUSTED
 EL0484  ______________________________________________________________________
 EL0484  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 EL0484  DYNAMIC HEIGHT  -        299.692 (meters)      983.24  (feet) COMP
 EL0484  MODELED GRAVITY -    979,621.4   (mgal)                       NAVD 88
 EL0484
 EL0484  VERT ORDER      -  FIRST     CLASS II
 EL0484
 EL0484.The horizontal coordinates were determined by differentially corrected
 EL0484.hand held GPS observations or other comparable positioning techniques
 EL0484.and have an estimated accuracy of +/- 3 meters.
 EL0484
 EL0484.The orthometric height was determined by differential leveling and
 EL0484.adjusted by the NATIONAL GEODETIC SURVEY
 EL0484.in June 1991.
 EL0484
 EL0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0484.GEOID18 height accuracy estimate available here.
 EL0484
 EL0484.Click photographs - Photos may exist for this station.
 EL0484
 EL0484.The dynamic height is computed by dividing the NAVD 88
 EL0484.geopotential number by the normal gravity value computed on the
 EL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0484.degrees latitude (g = 980.6199 gals.).
 EL0484
 EL0484.The modeled gravity was interpolated from observed gravity values.
 EL0484
 EL0484;                    North         East    Units  Estimated Accuracy
 EL0484;SPC OK S     -   114,865.0     603,707.2     MT  (+/- 3 meters HH1 GPS) 
 EL0484
 EL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9565403546(NAD 83)
 EL0484
 EL0484                          SUPERSEDED SURVEY CONTROL
 EL0484
 EL0484  NGVD 29 (??/??/92)  299.920  (m)          983.99   (f) ADJ UNCH    1 2
 EL0484
 EL0484.Superseded values are not recommended for survey control.
 EL0484
 EL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0484.See file dsdata.pdf to determine how the superseded data were derived.
 EL0484
 EL0484_MARKER: DB = BENCH MARK DISK
 EL0484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0484_SP_SET: BRIDGE ABUTMENT
 EL0484_STAMPING: C 43 1934
 EL0484_MARK LOGO: CGS
 EL0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0484+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EL0484
 EL0484  HISTORY     - Date     Condition        Report By
 EL0484  HISTORY     - 1934     MONUMENTED       CGS
 EL0484  HISTORY     - 1963     GOOD
 EL0484  HISTORY     - 1986     GOOD             NGS
 EL0484  HISTORY     - 20220324 GOOD             GEOCAC
 EL0484
 EL0484                          STATION DESCRIPTION
 EL0484
 EL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0484'AT COMANCHE.
 EL0484'450 FEET NORTHEAST OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 EL0484'STATION AT COMANCHE.  300 FEET EAST OF EAST RAIL OF MAIN TRACK
 EL0484'OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY TRACK, AND ON SOUTH
 EL0484'SIDE ON WEST ABUTMENT OF LEE HIGHWAY AND OKLAHOMA STATE HIGHWAY
 EL0484'53, BRIDGE OVER COW CREEK.
 EL0484
 EL0484                          STATION RECOVERY (1963)
 EL0484
 EL0484'RECOVERED 1963
 EL0484'RECOVERED IN GOOD CONDITION.
 EL0484
 EL0484                          STATION RECOVERY (1986)
 EL0484
 EL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0484'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN COMANCHE, AT
 EL0484'THE INTERSECTION OF STATE HIGHWAY 53 AND COW CREEK.
 EL0484
 EL0484                          STATION RECOVERY (2022)
 EL0484
 EL0484'RECOVERY NOTE BY GEOCACHING 2022 (MFM)
 EL0484'LOCATED ALONG SR53 ON THE BRIDGE OVER COW CREEK.  IN THE SOUTH
 EL0484'WINGWALL OF THE WEST END OF THE BRIDGE.  RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0495 ***********************************************************************
 EL0495  DESIGNATION -  C 44
 EL0495  PID         -  EL0495
 EL0495  STATE/COUNTY-  OK/JEFFERSON
 EL0495  COUNTRY     -  US
 EL0495  USGS QUAD   -  WAURIKA EAST (2018)
 EL0495
 EL0495                         *CURRENT SURVEY CONTROL
 EL0495  ______________________________________________________________________
 EL0495* NAD 83(1986) POSITION- 34 09 27.     (N) 097 54 42.     (W)   SCALED
 EL0495* NAVD 88 ORTHO HEIGHT -   289.450 (meters)      949.64  (feet) ADJUSTED
 EL0495  ______________________________________________________________________
 EL0495  GEOID HEIGHT    -        -25.599 (meters)                     GEOID18
 EL0495  DYNAMIC HEIGHT  -        289.158 (meters)      948.68  (feet) COMP
 EL0495  MODELED GRAVITY -    979,618.1   (mgal)                       NAVD 88
 EL0495
 EL0495  VERT ORDER      -  FIRST     CLASS II
 EL0495
 EL0495.The horizontal coordinates were scaled from a map and have
 EL0495.an estimated accuracy of +/- 6 seconds.
 EL0495
 EL0495.The orthometric height was determined by differential leveling and
 EL0495.adjusted by the NATIONAL GEODETIC SURVEY
 EL0495.in June 1991.
 EL0495
 EL0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0495.GEOID18 height accuracy estimate available here.
 EL0495
 EL0495.Click photographs - Photos may exist for this station.
 EL0495
 EL0495.The dynamic height is computed by dividing the NAVD 88
 EL0495.geopotential number by the normal gravity value computed on the
 EL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0495.degrees latitude (g = 980.6199 gals.).
 EL0495
 EL0495.The modeled gravity was interpolated from observed gravity values.
 EL0495
 EL0495;                    North         East    Units  Estimated Accuracy
 EL0495;SPC OK S     -    91,420.      608,150.      MT  (+/- 180 meters Scaled)
 EL0495
 EL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC003801(NAD 83)
 EL0495
 EL0495                          SUPERSEDED SURVEY CONTROL
 EL0495
 EL0495  NGVD 29 (??/??/92)  289.368  (m)          949.37   (f) ADJ UNCH    1 2
 EL0495
 EL0495.Superseded values are not recommended for survey control.
 EL0495
 EL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0495.See file dsdata.pdf to determine how the superseded data were derived.
 EL0495
 EL0495_MARKER: DB = BENCH MARK DISK
 EL0495_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0495_SP_SET: BOX CULVERT
 EL0495_STAMPING: C 44 1934
 EL0495_MARK LOGO: CGS
 EL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0495+STABILITY: SURFACE MOTION
 EL0495
 EL0495  HISTORY     - Date     Condition        Report By
 EL0495  HISTORY     - 1934     MONUMENTED       CGS
 EL0495  HISTORY     - 1963     GOOD
 EL0495
 EL0495                          STATION DESCRIPTION
 EL0495
 EL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0495'5.2 MI E FROM WAURIKA.
 EL0495'5.2 MILES EAST OF CRIPRR STATION AT WAURIKA, SET IN THE CENTER
 EL0495'OF THE WEST HEAD-WALL OF A CONCRETE, DOUBLE BOX CULVERT, ON U.S.
 EL0495'HIGHWAY 70.  43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 EL0495'20 FEET WEST OF THE CENTER LINE OF THE SECTION LINE ROAD.
 EL0495
 EL0495                          STATION RECOVERY (1963)
 EL0495
 EL0495'RECOVERED 1963
 EL0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0257 ***********************************************************************
 EL0257  DESIGNATION -  C 45
 EL0257  PID         -  EL0257
 EL0257  STATE/COUNTY-  OK/PONTOTOC
 EL0257  COUNTRY     -  US
 EL0257  USGS QUAD   -  STRATFORD (2018)
 EL0257
 EL0257                         *CURRENT SURVEY CONTROL
 EL0257  ______________________________________________________________________
 EL0257* NAD 83(1986) POSITION- 34 46 02.     (N) 096 54 18.     (W)   SCALED
 EL0257* NAVD 88 ORTHO HEIGHT -   324.713 (meters)     1065.33  (feet) ADJUSTED
 EL0257  ______________________________________________________________________
 EL0257  GEOID HEIGHT    -        -25.822 (meters)                     GEOID18
 EL0257  DYNAMIC HEIGHT  -        324.394 (meters)     1064.28  (feet) COMP
 EL0257  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 EL0257
 EL0257  VERT ORDER      -  SECOND    CLASS 0
 EL0257
 EL0257.The horizontal coordinates were scaled from a map and have
 EL0257.an estimated accuracy of +/- 6 seconds.
 EL0257
 EL0257.The orthometric height was determined by differential leveling and
 EL0257.adjusted by the NATIONAL GEODETIC SURVEY
 EL0257.in June 1991.
 EL0257
 EL0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0257.GEOID18 height accuracy estimate available here.
 EL0257
 EL0257.Click photographs - Photos may exist for this station.
 EL0257
 EL0257.The dynamic height is computed by dividing the NAVD 88
 EL0257.geopotential number by the normal gravity value computed on the
 EL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0257.degrees latitude (g = 980.6199 gals.).
 EL0257
 EL0257.The modeled gravity was interpolated from observed gravity values.
 EL0257
 EL0257;                    North         East    Units  Estimated Accuracy
 EL0257;SPC OK S     -   159,600.      700,240.      MT  (+/- 180 meters Scaled)
 EL0257
 EL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD917492(NAD 83)
 EL0257
 EL0257                          SUPERSEDED SURVEY CONTROL
 EL0257
 EL0257  NGVD 29 (??/??/92)  324.617  (m)         1065.01   (f) ADJ UNCH    2 0
 EL0257
 EL0257.Superseded values are not recommended for survey control.
 EL0257
 EL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0257.See file dsdata.pdf to determine how the superseded data were derived.
 EL0257
 EL0257_MARKER: DB = BENCH MARK DISK
 EL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0257_STAMPING: C 45 1934
 EL0257_MARK LOGO: CGS
 EL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0257+STABILITY: SURFACE MOTION
 EL0257
 EL0257  HISTORY     - Date     Condition        Report By
 EL0257  HISTORY     - 1934     MONUMENTED       CGS
 EL0257  HISTORY     - 1965     POOR             USGS
 EL0257
 EL0257                          STATION DESCRIPTION
 EL0257
 EL0257'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EL0257'2.2 MILES NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 EL0257'RAILROAD AT VENOSS (SITE OF WHERE OLD STATION ONCE STOOD).
 EL0257'PONTOTOC COUNTY, T4N, R4E, IN THE SOUTH HALF OF SECTION 32,
 EL0257'85 FT. WEST AND NORMAL TO TRACK, 100 FT SOUTHWEST OF A SLIGHT
 EL0257'TRAIL OVER RAILROAD TRACK, ABOUT 0.2 MILES SOUTH OF A BRIDGE,
 EL0257'0.4 MILE SOUTH OF MILEPOST 54, A STANDARD DISK, STAMPED C45 1934
 EL0257'AND SET IN TO OF A CONCRETE POST.  NOTE-- MARK IS A LITTLE LOOSE
 EL0257'IN GROUND-USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0405 ***********************************************************************
 GH0405  DESIGNATION -  C 46 RESET
 GH0405  PID         -  GH0405
 GH0405  STATE/COUNTY-  OK/GARFIELD
 GH0405  COUNTRY     -  US
 GH0405  USGS QUAD   -  WAUKOMIS (2018)
 GH0405
 GH0405                         *CURRENT SURVEY CONTROL
 GH0405  ______________________________________________________________________
 GH0405* NAD 83(1986) POSITION- 36 20 45.     (N) 097 53 29.     (W)   SCALED
 GH0405* NAVD 88 ORTHO HEIGHT -   386.750 (meters)     1268.86  (feet) ADJUSTED
 GH0405  ______________________________________________________________________
 GH0405  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 GH0405  DYNAMIC HEIGHT  -        386.409 (meters)     1267.74  (feet) COMP
 GH0405  MODELED GRAVITY -    979,737.4   (mgal)                       NAVD 88
 GH0405
 GH0405  VERT ORDER      -  FIRST     CLASS II
 GH0405
 GH0405.The horizontal coordinates were scaled from a map and have
 GH0405.an estimated accuracy of +/- 6 seconds.
 GH0405
 GH0405.The orthometric height was determined by differential leveling and
 GH0405.adjusted by the NATIONAL GEODETIC SURVEY
 GH0405.in June 1991.
 GH0405
 GH0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0405.GEOID18 height accuracy estimate available here.
 GH0405
 GH0405.Click photographs - Photos may exist for this station.
 GH0405
 GH0405.The dynamic height is computed by dividing the NAVD 88
 GH0405.geopotential number by the normal gravity value computed on the
 GH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0405.degrees latitude (g = 980.6199 gals.).
 GH0405
 GH0405.The modeled gravity was interpolated from observed gravity values.
 GH0405
 GH0405;                    North         East    Units  Estimated Accuracy
 GH0405;SPC OK N     -   149,330.      609,750.      MT  (+/- 180 meters Scaled)
 GH0405
 GH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF994228(NAD 83)
 GH0405
 GH0405                          SUPERSEDED SURVEY CONTROL
 GH0405
 GH0405  NGVD 29 (??/??/92)  386.567  (m)         1268.26   (f) SUPERSEDED  1 2
 GH0405  NGVD 29 (04/22/92)  386.567  (m)         1268.26   (f) ADJUSTED    1 2
 GH0405
 GH0405.Superseded values are not recommended for survey control.
 GH0405
 GH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0405.See file dsdata.pdf to determine how the superseded data were derived.
 GH0405
 GH0405_MARKER: DB = BENCH MARK DISK
 GH0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0405_STAMPING: C 46 RESET 1941
 GH0405_MARK LOGO: CGS
 GH0405_PROJECTION: PROJECTING 6 CENTIMETERS
 GH0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0405+STABILITY: SURFACE MOTION
 GH0405
 GH0405  HISTORY     - Date     Condition        Report By
 GH0405  HISTORY     - 1941     MONUMENTED       CGS
 GH0405  HISTORY     - 1953     GOOD             CGS
 GH0405  HISTORY     - 1985     GOOD             NGS
 GH0405
 GH0405                          STATION DESCRIPTION
 GH0405
 GH0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0405'3.3 MI S FROM ENID.
 GH0405'3.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0405'RAILROAD FROM THE STATION AT ENID, 3 1/2 POLES SOUTH OF A ROAD
 GH0405'CROSSING, 105 FEET NORTHEAST OF MILEPOST 345, 83 FEET SOUTHEAST
 GH0405'OF THE SOUTHEAST RAIL OF A SIDE TRACK, 43 FEET EAST OF THE EAST
 GH0405'RAIL OF THE MAIN TRACK, 6 FEET NORTH OF A TELEPHONE POLE, 3
 GH0405'FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 GH0405'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 GH0405'GROUND.
 GH0405
 GH0405                          STATION RECOVERY (1985)
 GH0405
 GH0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0405'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.83 KM (3.00
 GH0405'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE HIGHWAY 15 AT
 GH0405'ENID, THENCE 0.24 KM (0.15 MI) WEST ALONG A PAVED ROAD LEADING TO
 GH0405'VANCE AIR FORCE BASE, IN THE SOUTHEAST CORNER OF THE JUNCTION OF THE
 GH0405'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 109.1 METERS (358 FT) SOUTH
 GH0405'OF THE CENTER OF THE ROAD, 13.1 METERS (43 FT) EAST OF THE EAST RAIL
 GH0405'OF THE MAIN TRACKS, 32.0 METERS (105 FT) NORTHEAST OF RAILROAD
 GH0405'MILEPOLE 345, 25.3 METERS (83 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF A
 GH0405'SPUR TRACK, 1.8 METERS (6 FT) NORTH OF A TELEPHONE POLE AND 0.9 METER
 GH0405'(3 FT) WEST OF A NORTH-SOUTH FENCE.
 GH0405'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0405'THE MARK IS 1.0 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0304 ***********************************************************************
 GH0304  DESIGNATION -  C 47
 GH0304  PID         -  GH0304
 GH0304  STATE/COUNTY-  OK/NOBLE
 GH0304  COUNTRY     -  US
 GH0304  USGS QUAD   -  PERRY (2018)
 GH0304
 GH0304                         *CURRENT SURVEY CONTROL
 GH0304  ______________________________________________________________________
 GH0304* NAD 83(1986) POSITION- 36 17 36.     (N) 097 16 37.     (W)   SCALED
 GH0304* NAVD 88 ORTHO HEIGHT -   302.528 (meters)      992.54  (feet) ADJUSTED
 GH0304  ______________________________________________________________________
 GH0304  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 GH0304  DYNAMIC HEIGHT  -        302.257 (meters)      991.65  (feet) COMP
 GH0304  MODELED GRAVITY -    979,730.8   (mgal)                       NAVD 88
 GH0304
 GH0304  VERT ORDER      -  SECOND    CLASS 0
 GH0304
 GH0304.The horizontal coordinates were scaled from a map and have
 GH0304.an estimated accuracy of +/- 6 seconds.
 GH0304
 GH0304.The orthometric height was determined by differential leveling and
 GH0304.adjusted by the NATIONAL GEODETIC SURVEY
 GH0304.in June 1991.
 GH0304
 GH0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0304.GEOID18 height accuracy estimate available here.
 GH0304
 GH0304.Click photographs - Photos may exist for this station.
 GH0304
 GH0304.The dynamic height is computed by dividing the NAVD 88
 GH0304.geopotential number by the normal gravity value computed on the
 GH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0304.degrees latitude (g = 980.6199 gals.).
 GH0304
 GH0304.The modeled gravity was interpolated from observed gravity values.
 GH0304
 GH0304;                    North         East    Units  Estimated Accuracy
 GH0304;SPC OK N     -   143,740.      664,950.      MT  (+/- 180 meters Scaled)
 GH0304
 GH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF547178(NAD 83)
 GH0304
 GH0304                          SUPERSEDED SURVEY CONTROL
 GH0304
 GH0304  NGVD 29 (??/??/92)  302.395  (m)          992.11   (f) ADJ UNCH    2 0
 GH0304
 GH0304.Superseded values are not recommended for survey control.
 GH0304
 GH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0304.See file dsdata.pdf to determine how the superseded data were derived.
 GH0304
 GH0304_MARKER: DB = BENCH MARK DISK
 GH0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0304_STAMPING: C 47 1934
 GH0304_MARK LOGO: CGS
 GH0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0304+STABILITY: SURFACE MOTION
 GH0304
 GH0304  HISTORY     - Date     Condition        Report By
 GH0304  HISTORY     - 1934     MONUMENTED       CGS
 GH0304  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0304
 GH0304                          STATION DESCRIPTION
 GH0304
 GH0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0304'AT PERRY.
 GH0304'AT PERRY, ABOUT 400 FEET SOUTHWEST OF M.P. 307.25.  59.2 FEET
 GH0304'WEST OF CROSSING OF IVANHOE ST. AND FRISCO R.R.  30.3 FEET
 GH0304'NORTHWEST OF CENTERLINE OF FRISCO R.R. 29.2 FEET SOUTHWEST OF
 GH0304'CENTERLINE OF IVANHOE STREET.  A STANDARD DISK SET IN A CONCRETE
 GH0304'POST.
 GH0304
 GH0304                          STATION RECOVERY (1972)
 GH0304
 GH0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0135 ***********************************************************************
 GH0135  DESIGNATION -  C 48
 GH0135  PID         -  GH0135
 GH0135  STATE/COUNTY-  OK/PAWNEE
 GH0135  COUNTRY     -  US
 GH0135  USGS QUAD   -  JENNINGS (2018)
 GH0135
 GH0135                         *CURRENT SURVEY CONTROL
 GH0135  ______________________________________________________________________
 GH0135* NAD 83(1986) POSITION- 36 13 00.     (N) 096 34 11.     (W)   SCALED
 GH0135* NAVD 88 ORTHO HEIGHT -   278.281 (meters)      912.99  (feet) ADJUSTED
 GH0135  ______________________________________________________________________
 GH0135  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 GH0135  DYNAMIC HEIGHT  -        278.040 (meters)      912.20  (feet) COMP
 GH0135  MODELED GRAVITY -    979,760.2   (mgal)                       NAVD 88
 GH0135
 GH0135  VERT ORDER      -  SECOND    CLASS 0
 GH0135
 GH0135.The horizontal coordinates were scaled from a map and have
 GH0135.an estimated accuracy of +/- 6 seconds.
 GH0135
 GH0135.The orthometric height was determined by differential leveling and
 GH0135.adjusted by the NATIONAL GEODETIC SURVEY
 GH0135.in June 1991.
 GH0135
 GH0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0135.GEOID18 height accuracy estimate available here.
 GH0135
 GH0135.Click photographs - Photos may exist for this station.
 GH0135
 GH0135.The dynamic height is computed by dividing the NAVD 88
 GH0135.geopotential number by the normal gravity value computed on the
 GH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0135.degrees latitude (g = 980.6199 gals.).
 GH0135
 GH0135.The modeled gravity was interpolated from observed gravity values.
 GH0135
 GH0135;                    North         East    Units  Estimated Accuracy
 GH0135;SPC OK N     -   135,940.      728,590.      MT  (+/- 180 meters Scaled)
 GH0135
 GH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF184107(NAD 83)
 GH0135
 GH0135                          SUPERSEDED SURVEY CONTROL
 GH0135
 GH0135  NGVD 29 (??/??/92)  278.168  (m)          912.62   (f) ADJ UNCH    2 0
 GH0135
 GH0135.Superseded values are not recommended for survey control.
 GH0135
 GH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0135.See file dsdata.pdf to determine how the superseded data were derived.
 GH0135
 GH0135_MARKER: DB = BENCH MARK DISK
 GH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0135_STAMPING: C 48 1934
 GH0135_MARK LOGO: CGS
 GH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0135+STABILITY: SURFACE MOTION
 GH0135
 GH0135  HISTORY     - Date     Condition        Report By
 GH0135  HISTORY     - 1934     MONUMENTED       CGS
 GH0135  HISTORY     - 1934     GOOD             CGS
 GH0135  HISTORY     - 1975     MARK NOT FOUND   USGS
 GH0135
 GH0135                          STATION DESCRIPTION
 GH0135
 GH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0135'1.1 MI SE FROM HALLETT.
 GH0135'1.1 MILES SOUTHEAST OF ST. LOUIS AND SAN FRANCISCO RAILROAD
 GH0135'STATION, HALLETT, PAWNEE COUNTY, OKLAHOMA, ALONG ST. LOUIS AND
 GH0135'SAN FRANCISCO RAILROAD, 0.2 MILES SOUTHEAST OF INTERSECTION
 GH0135'OF ST. LOUIS AND SAN FRANCISCO RAILROAD AND MISSOURI, KANSAS
 GH0135'AND TEXAS RAILROAD, OPPOSITE MILEPOST 460/22, 60 FEET SOUTHWEST
 GH0135'OF COUNTY ROAD CROSSING, 50 FEET WEST OF CENTER-LINE OF TRACK,
 GH0135'30 FEET SOUTH OF CENTER-LINE OF COUNTY ROAD, IN FENCE CORNER
 GH0135'FORMED BY RAILROAD RIGHT OF WAY FENCE AND SOUTH FENCE ALONG
 GH0135'COUNTY ROAD.  STANDARD USC AND GS TABLET SET IN CONCRETE POST.
 GH0135
 GH0135                          STATION RECOVERY (1975)
 GH0135
 GH0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GH0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0259 ***********************************************************************
 FH0259  DESIGNATION -  C 5
 FH0259  PID         -  FH0259
 FH0259  STATE/COUNTY-  OK/HASKELL
 FH0259  COUNTRY     -  US
 FH0259  USGS QUAD   -  MCCURTAIN (2018)
 FH0259
 FH0259                         *CURRENT SURVEY CONTROL
 FH0259  ______________________________________________________________________
 FH0259* NAD 83(1986) POSITION- 35 08 50.     (N) 094 59 23.     (W)   SCALED
 FH0259* NAVD 88 ORTHO HEIGHT -   170.409 (meters)      559.08  (feet) ADJUSTED
 FH0259  ______________________________________________________________________
 FH0259  GEOID HEIGHT    -        -31.054 (meters)                     GEOID18
 FH0259  DYNAMIC HEIGHT  -        170.240 (meters)      558.53  (feet) COMP
 FH0259  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 FH0259
 FH0259  VERT ORDER      -  FIRST     CLASS II
 FH0259
 FH0259.The horizontal coordinates were scaled from a map and have
 FH0259.an estimated accuracy of +/- 6 seconds.
 FH0259
 FH0259.The orthometric height was determined by differential leveling and
 FH0259.adjusted by the NATIONAL GEODETIC SURVEY
 FH0259.in June 1991.
 FH0259
 FH0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0259.GEOID18 height accuracy estimate available here.
 FH0259
 FH0259.Click photographs - Photos may exist for this station.
 FH0259
 FH0259.The dynamic height is computed by dividing the NAVD 88
 FH0259.geopotential number by the normal gravity value computed on the
 FH0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0259.degrees latitude (g = 980.6199 gals.).
 FH0259
 FH0259.The modeled gravity was interpolated from observed gravity values.
 FH0259
 FH0259;                    North         East    Units  Estimated Accuracy
 FH0259;SPC OK S     -   205,300.      874,270.      MT  (+/- 180 meters Scaled)
 FH0259
 FH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU187911(NAD 83)
 FH0259
 FH0259                          SUPERSEDED SURVEY CONTROL
 FH0259
 FH0259  NGVD 29 (??/??/92)  170.295  (m)          558.71   (f) ADJ UNCH    1 2
 FH0259
 FH0259.Superseded values are not recommended for survey control.
 FH0259
 FH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0259.See file dsdata.pdf to determine how the superseded data were derived.
 FH0259
 FH0259_MARKER: DB = BENCH MARK DISK
 FH0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0259_SP_SET: WATER TOWER FOOTING
 FH0259_STAMPING: 558.710 C 5 1933
 FH0259_MARK LOGO: CGS
 FH0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0259
 FH0259  HISTORY     - Date     Condition        Report By
 FH0259  HISTORY     - 1933     MONUMENTED       CGS
 FH0259  HISTORY     - 1959     GOOD             CGS
 FH0259
 FH0259                          STATION DESCRIPTION
 FH0259
 FH0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0259'1.2 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0259'FROM MC CURTAIN, HASKELL COUNTY, 150 FEET SOUTH OF THE OLD
 FH0259'ROADBED, 111 FEET WEST OF THE WEST END OF A WATER TANK, AT A
 FH0259'COKE PLANT, IN THE TOP OF AN OLD CONCRETE FOOTING (THE SECOND
 FH0259'FOOTING FROM THE EAST OF THE FOUR FOOTINGS), AND 7 FEET SOUTH
 FH0259'OF THE NORTH END OF THE FOOTING.  A STANDARD DISK, STAMPED
 FH0259'558.710 C 5 1933.  NOTE-- THE WATER TOWER MENTIONED IN DESCRIPTION
 FH0259'DATED 6-23-55 IS GONE BUT MARK RECOVERED IN BASE OF CONCRETE
 FH0259'PIER (TALLEST IN AREA).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0149 ***********************************************************************
 GH0149  DESIGNATION -  C 50
 GH0149  PID         -  GH0149
 GH0149  STATE/COUNTY-  OK/PAWNEE
 GH0149  COUNTRY     -  US
 GH0149  USGS QUAD   -  MARAMEC (2018)
 GH0149
 GH0149                         *CURRENT SURVEY CONTROL
 GH0149  ______________________________________________________________________
 GH0149* NAD 83(1986) POSITION- 36 14 43.     (N) 096 41 02.     (W)   SCALED
 GH0149* NAVD 88 ORTHO HEIGHT -   291.041 (meters)      954.86  (feet) ADJUSTED
 GH0149  ______________________________________________________________________
 GH0149  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GH0149  DYNAMIC HEIGHT  -        290.786 (meters)      954.02  (feet) COMP
 GH0149  MODELED GRAVITY -    979,751.5   (mgal)                       NAVD 88
 GH0149
 GH0149  VERT ORDER      -  SECOND    CLASS 0
 GH0149
 GH0149.The horizontal coordinates were scaled from a map and have
 GH0149.an estimated accuracy of +/- 6 seconds.
 GH0149
 GH0149.The orthometric height was determined by differential leveling and
 GH0149.adjusted by the NATIONAL GEODETIC SURVEY
 GH0149.in June 1991.
 GH0149
 GH0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0149.GEOID18 height accuracy estimate available here.
 GH0149
 GH0149.Click photographs - Photos may exist for this station.
 GH0149
 GH0149.The dynamic height is computed by dividing the NAVD 88
 GH0149.geopotential number by the normal gravity value computed on the
 GH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0149.degrees latitude (g = 980.6199 gals.).
 GH0149
 GH0149.The modeled gravity was interpolated from observed gravity values.
 GH0149
 GH0149;                    North         East    Units  Estimated Accuracy
 GH0149;SPC OK N     -   138,970.      718,290.      MT  (+/- 180 meters Scaled)
 GH0149
 GH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF081136(NAD 83)
 GH0149
 GH0149                          SUPERSEDED SURVEY CONTROL
 GH0149
 GH0149  NGVD 29 (??/??/92)  290.931  (m)          954.50   (f) ADJ UNCH    2 0
 GH0149
 GH0149.Superseded values are not recommended for survey control.
 GH0149
 GH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0149.See file dsdata.pdf to determine how the superseded data were derived.
 GH0149
 GH0149_MARKER: DB = BENCH MARK DISK
 GH0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0149_STAMPING: C 50 1934
 GH0149_MARK LOGO: CGS
 GH0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0149+STABILITY: SURFACE MOTION
 GH0149
 GH0149  HISTORY     - Date     Condition        Report By
 GH0149  HISTORY     - 1934     MONUMENTED       CGS
 GH0149
 GH0149                          STATION DESCRIPTION
 GH0149
 GH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0149'AT MARAMEC.
 GH0149'810 FEET NORTH OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT
 GH0149'AT MARAMEC.  114 FEET SOUTHWEST OF LARGE WHITE FARM HOUSE.  96
 GH0149'FEET EAST OF THE NORTHEAST CORNER OF THE RAILROAD STOCK YARDS
 GH0149'FENCE.  46 FEET EAST OF CENTERLINE OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0245 ***********************************************************************
 GH0245  DESIGNATION -  C 51
 GH0245  PID         -  GH0245
 GH0245  STATE/COUNTY-  OK/KAY
 GH0245  COUNTRY     -  US
 GH0245  USGS QUAD   -  KILDARE (2018)
 GH0245
 GH0245                         *CURRENT SURVEY CONTROL
 GH0245  ______________________________________________________________________
 GH0245* NAD 83(1986) POSITION- 36 52 12.     (N) 097 02 23.     (W)   SCALED
 GH0245* NAVD 88 ORTHO HEIGHT -   349.923 (meters)     1148.04  (feet) ADJUSTED
 GH0245  ______________________________________________________________________
 GH0245  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 GH0245  DYNAMIC HEIGHT  -        349.624 (meters)     1147.06  (feet) COMP
 GH0245  MODELED GRAVITY -    979,766.5   (mgal)                       NAVD 88
 GH0245
 GH0245  VERT ORDER      -  SECOND    CLASS 0
 GH0245
 GH0245.The horizontal coordinates were scaled from a map and have
 GH0245.an estimated accuracy of +/- 6 seconds.
 GH0245
 GH0245.The orthometric height was determined by differential leveling and
 GH0245.adjusted by the NATIONAL GEODETIC SURVEY
 GH0245.in June 1991.
 GH0245
 GH0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0245.GEOID18 height accuracy estimate available here.
 GH0245
 GH0245.Click photographs - Photos may exist for this station.
 GH0245
 GH0245.The dynamic height is computed by dividing the NAVD 88
 GH0245.geopotential number by the normal gravity value computed on the
 GH0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0245.degrees latitude (g = 980.6199 gals.).
 GH0245
 GH0245.The modeled gravity was interpolated from observed gravity values.
 GH0245
 GH0245;                    North         East    Units  Estimated Accuracy
 GH0245;SPC OK N     -   207,910.      685,620.      MT  (+/- 180 meters Scaled)
 GH0245
 GH0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF747822(NAD 83)
 GH0245
 GH0245                          SUPERSEDED SURVEY CONTROL
 GH0245
 GH0245  NGVD 29 (??/??/92)  349.826  (m)         1147.72   (f) ADJ UNCH    2 0
 GH0245
 GH0245.Superseded values are not recommended for survey control.
 GH0245
 GH0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0245.See file dsdata.pdf to determine how the superseded data were derived.
 GH0245
 GH0245_MARKER: DB = BENCH MARK DISK
 GH0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0245_SP_SET: CULVERT HEADWALL
 GH0245_STAMPING: C 51 1934 1147.721
 GH0245_MARK LOGO: CGS
 GH0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0245+STABILITY: SURFACE MOTION
 GH0245
 GH0245  HISTORY     - Date     Condition        Report By
 GH0245  HISTORY     - 1934     MONUMENTED       CGS
 GH0245  HISTORY     - 1953     GOOD             CGS
 GH0245
 GH0245                          STATION DESCRIPTION
 GH0245
 GH0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0245'1.2 MI SE FROM NEWKIRK.
 GH0245'1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0245'FROM THE STATION AT NEWKIRK, 7 POLES SOUTHEAST OF MILEPOST 2, 8
 GH0245'POLES NORTHWEST OF A ROAD CROSSING, 27 FEET SOUTHWEST OF THE
 GH0245'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE
 GH0245'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CULVERT 2 A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0245 ***********************************************************************
 GG0245  DESIGNATION -  C 52
 GG0245  PID         -  GG0245
 GG0245  STATE/COUNTY-  OK/OTTAWA
 GG0245  COUNTRY     -  US
 GG0245  USGS QUAD   -  WYANDOTTE (2018)
 GG0245
 GG0245                         *CURRENT SURVEY CONTROL
 GG0245  ______________________________________________________________________
 GG0245* NAD 83(2011) POSITION- 36 48 35.07366(N) 094 40 18.78706(W)   ADJUSTED
 GG0245* NAD 83(2011) ELLIP HT-   213.846 (meters)        (01/10/24)   ADJUSTED
 GG0245* NAD 83(2011) EPOCH   -  2010.00
 GG0245* NAVD 88 ORTHO HEIGHT -   243.006 (meters)      797.26  (feet) ADJUSTED
 GG0245  ______________________________________________________________________
 GG0245  GEOID HEIGHT    -        -29.159 (meters)                     GEOID18
 GG0245  NAD 83(2011) X  -   -416,438.275 (meters)                     COMP
 GG0245  NAD 83(2011) Y  - -5,095,855.457 (meters)                     COMP
 GG0245  NAD 83(2011) Z  -  3,800,637.856 (meters)                     COMP
 GG0245  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 GG0245  DYNAMIC HEIGHT  -        242.807 (meters)      796.61  (feet) COMP
 GG0245  MODELED GRAVITY -    979,804.8   (mgal)                       NAVD 88
 GG0245
 GG0245  VERT ORDER      -  SECOND    CLASS 0
 GG0245
 GG0245  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0245  Standards:
 GG0245         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0245            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0245  -------------------------------------------------------------------
 GG0245  NETWORK    0.53   1.10           0.23   0.20   0.56      0.06370840
 GG0245  -------------------------------------------------------------------
 GG0245  Click here for local accuracies and other accuracy information.
 GG0245
 GG0245.The horizontal coordinates were established by GPS observations
 GG0245.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0245
 GG0245.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0245.been affixed to the stable North American tectonic plate. See 
 GG0245.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0245
 GG0245.The horizontal coordinates are valid at the epoch date displayed above
 GG0245.which is a decimal equivalence of Year/Month/Day.
 GG0245
 GG0245.The orthometric height was determined by differential leveling and
 GG0245.adjusted by the NATIONAL GEODETIC SURVEY
 GG0245.in June 1991.
 GG0245
 GG0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0245.GEOID18 height accuracy estimate available here.
 GG0245
 GG0245.Click photographs - Photos may exist for this station.
 GG0245
 GG0245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0245
 GG0245.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0245
 GG0245.The ellipsoidal height was determined by GPS observations
 GG0245.and is referenced to NAD 83.
 GG0245
 GG0245.The dynamic height is computed by dividing the NAVD 88
 GG0245.geopotential number by the normal gravity value computed on the
 GG0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0245.degrees latitude (g = 980.6199 gals.).
 GG0245
 GG0245.The modeled gravity was interpolated from observed gravity values.
 GG0245
 GG0245. The following values were computed from the NAD 83(2011) position.
 GG0245
 GG0245;                    North         East     Units Scale Factor Converg.
 GG0245;SPC OK N     -   205,893.201   896,921.773   MT  1.00000814   +1 57 50.7
 GG0245;SPC OK N     -   675,501.28  2,942,650.85   sFT  1.00000814   +1 57 50.7
 GG0245;UTM  15      - 4,075,070.743   350,866.382   MT  0.99987400   -1 00 06.9
 GG0245
 GG0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0245!SPC OK N     -   0.99996644  x   1.00000814  =   0.99997458
 GG0245!UTM  15      -   0.99996644  x   0.99987400  =   0.99984045
 GG0245
 GG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5086675070(NAD 83)
 GG0245
 GG0245                          SUPERSEDED SURVEY CONTROL
 GG0245
 GG0245  NGVD 29 (??/??/92)  242.906  (m)          796.93   (f) ADJ UNCH    2 0
 GG0245
 GG0245.Superseded values are not recommended for survey control.
 GG0245
 GG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0245.See file dsdata.pdf to determine how the superseded data were derived.
 GG0245
 GG0245_MARKER: DB = BENCH MARK DISK
 GG0245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0245_SP_SET: CULVERT HEADWALL
 GG0245_STAMPING: C 52 1934
 GG0245_MARK LOGO: CGS
 GG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0245+STABILITY: SURFACE MOTION
 GG0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0245+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2023
 GG0245
 GG0245  HISTORY     - Date     Condition        Report By
 GG0245  HISTORY     - 1934     MONUMENTED       CGS
 GG0245  HISTORY     - 20090315 GOOD             GEOCAC
 GG0245  HISTORY     - 20101009 GOOD             MODNR
 GG0245  HISTORY     - 20151103 GOOD             DOASLS
 GG0245  HISTORY     - 20160912 GOOD             INDIV
 GG0245  HISTORY     - 20231204 GOOD             OKDOT
 GG0245
 GG0245                          STATION DESCRIPTION
 GG0245
 GG0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0245'3.4 MI E FROM WYANDOTTE.
 GG0245'3.4 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GG0245'STATION AT WYANDOTTE, OTTAWA COUNTY, 20 POLES WEST OF MILEPOST
 GG0245'329, 300 FEET NORTH OF U.S. HIGHWAY 60, NEAR A DOUBLE TELEPHONE
 GG0245'POLE, AT A CULVERT UNDER THE TRACK, AND IN THE TOP OF THE
 GG0245'SOUTH CONCRETE HEADWALL.  A STANDARD DISK, STAMPED C 52 1934.
 GG0245
 GG0245                          STATION RECOVERY (2009)
 GG0245
 GG0245'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0245'RECOVERED IN GOOD CONDITION.
 GG0245
 GG0245                          STATION RECOVERY (2010)
 GG0245
 GG0245'RECOVERY NOTE BY MO DEPT OF NAT RES 2010 (MJC)
 GG0245'RECOVERED IN GOOD CONDITION.
 GG0245
 GG0245                          STATION RECOVERY (2015)
 GG0245
 GG0245'RECOVERY NOTE BY DEPARTMENT OF AGRICULTURE STAT 2015 (RLL)
 GG0245'RECOVERED IN GOOD CONDITION.
 GG0245
 GG0245                          STATION RECOVERY (2016)
 GG0245
 GG0245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JB)
 GG0245'RECOVERED IN GOOD CONDITION
 GG0245
 GG0245                          STATION RECOVERY (2023)
 GG0245
 GG0245'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0245'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0234 ***********************************************************************
 EL0234  DESIGNATION -  C 57
 EL0234  PID         -  EL0234
 EL0234  STATE/COUNTY-  OK/PONTOTOC
 EL0234  COUNTRY     -  US
 EL0234  USGS QUAD   -  ADA (2018)
 EL0234
 EL0234                         *CURRENT SURVEY CONTROL
 EL0234  ______________________________________________________________________
 EL0234* NAD 83(1986) POSITION- 34 46 20.     (N) 096 40 48.     (W)   SCALED
 EL0234* NAVD 88 ORTHO HEIGHT -   311.378 (meters)     1021.58  (feet) ADJUSTED
 EL0234  ______________________________________________________________________
 EL0234  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 EL0234  DYNAMIC HEIGHT  -        311.073 (meters)     1020.58  (feet) COMP
 EL0234  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 EL0234
 EL0234  VERT ORDER      -  SECOND    CLASS 0
 EL0234
 EL0234.The horizontal coordinates were scaled from a map and have
 EL0234.an estimated accuracy of +/- 6 seconds.
 EL0234
 EL0234.The orthometric height was determined by differential leveling and
 EL0234.adjusted by the NATIONAL GEODETIC SURVEY
 EL0234.in June 1991.
 EL0234
 EL0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0234.GEOID18 height accuracy estimate available here.
 EL0234
 EL0234.Click photographs - Photos may exist for this station.
 EL0234
 EL0234.The dynamic height is computed by dividing the NAVD 88
 EL0234.geopotential number by the normal gravity value computed on the
 EL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0234.degrees latitude (g = 980.6199 gals.).
 EL0234
 EL0234.The modeled gravity was interpolated from observed gravity values.
 EL0234
 EL0234;                    North         East    Units  Estimated Accuracy
 EL0234;SPC OK S     -   160,400.      720,820.      MT  (+/- 180 meters Scaled)
 EL0234
 EL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD123502(NAD 83)
 EL0234
 EL0234                          SUPERSEDED SURVEY CONTROL
 EL0234
 EL0234  NGVD 29 (??/??/92)  311.280  (m)         1021.26   (f) ADJ UNCH    2 0
 EL0234
 EL0234.Superseded values are not recommended for survey control.
 EL0234
 EL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0234.See file dsdata.pdf to determine how the superseded data were derived.
 EL0234
 EL0234_MARKER: DB = BENCH MARK DISK
 EL0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0234_SP_SET: BUILDING
 EL0234_STAMPING: C 57 1934
 EL0234_MARK LOGO: CGS
 EL0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0234
 EL0234  HISTORY     - Date     Condition        Report By
 EL0234  HISTORY     - 1934     MONUMENTED       CGS
 EL0234
 EL0234                          STATION DESCRIPTION
 EL0234
 EL0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0234'AT ADA.
 EL0234'AT ADA SET VERTICAL IN EAST FACE OF THE SOUTHEAST CORNER OF THE
 EL0234'CONVENTIONAL HALL.  AT THE CORNER OF SOUTH TOWNS AND WEST
 EL0234'THIRTEENTH STREETS.  4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0409 ***********************************************************************
 FJ0409  DESIGNATION -  C 59
 FJ0409  PID         -  FJ0409
 FJ0409  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0409  COUNTRY     -  US
 FJ0409  USGS QUAD   -  TRIBBEY (2018)
 FJ0409
 FJ0409                         *CURRENT SURVEY CONTROL
 FJ0409  ______________________________________________________________________
 FJ0409* NAD 83(1986) POSITION- 35 06 51.     (N) 097 03 12.     (W)   SCALED
 FJ0409* NAVD 88 ORTHO HEIGHT -   306.740 (meters)     1006.36  (feet) ADJUSTED
 FJ0409  ______________________________________________________________________
 FJ0409  GEOID HEIGHT    -        -26.526 (meters)                     GEOID18
 FJ0409  DYNAMIC HEIGHT  -        306.443 (meters)     1005.39  (feet) COMP
 FJ0409  MODELED GRAVITY -    979,659.5   (mgal)                       NAVD 88
 FJ0409
 FJ0409  VERT ORDER      -  SECOND    CLASS 0
 FJ0409
 FJ0409.The horizontal coordinates were scaled from a map and have
 FJ0409.an estimated accuracy of +/- 6 seconds.
 FJ0409
 FJ0409.The orthometric height was determined by differential leveling and
 FJ0409.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0409.in June 1991.
 FJ0409
 FJ0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0409.GEOID18 height accuracy estimate available here.
 FJ0409
 FJ0409.Click photographs - Photos may exist for this station.
 FJ0409
 FJ0409.The dynamic height is computed by dividing the NAVD 88
 FJ0409.geopotential number by the normal gravity value computed on the
 FJ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0409.degrees latitude (g = 980.6199 gals.).
 FJ0409
 FJ0409.The modeled gravity was interpolated from observed gravity values.
 FJ0409
 FJ0409;                    North         East    Units  Estimated Accuracy
 FJ0409;SPC OK S     -   197,950.      686,300.      MT  (+/- 180 meters Scaled)
 FJ0409
 FJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD774874(NAD 83)
 FJ0409
 FJ0409                          SUPERSEDED SURVEY CONTROL
 FJ0409
 FJ0409  NGVD 29 (??/??/92)  306.654  (m)         1006.08   (f) ADJ UNCH    2 0
 FJ0409
 FJ0409.Superseded values are not recommended for survey control.
 FJ0409
 FJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0409.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0409
 FJ0409_MARKER: DB = BENCH MARK DISK
 FJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0409_STAMPING: C 59 1934
 FJ0409_MARK LOGO: CGS
 FJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0409+STABILITY: SURFACE MOTION
 FJ0409
 FJ0409  HISTORY     - Date     Condition        Report By
 FJ0409  HISTORY     - 1934     MONUMENTED       CGS
 FJ0409  HISTORY     - 1957     GOOD             USGS
 FJ0409  HISTORY     - 20220228 MARK NOT FOUND   OKDOT
 FJ0409
 FJ0409                          STATION DESCRIPTION
 FJ0409
 FJ0409'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FJ0409'AT TRIBBEY.
 FJ0409'AT TRIBBEY, POTTAWATOMIE CO., ABT. 560 FT. NE. OF A.T. AND FE. RR.
 FJ0409'STA., ABT. 700 FT. NE. OF MI. P. 151, 100 FT. NE. OF RD. AND RR.
 FJ0409'XING., 33 FT. E. OF N-S. RD. AND 37 FT. W. OF CENTERLINE OF
 FJ0409'MAIN TRACK, 12 FT. SW. OF A POLE, A STD. DISK STAMPED C-59-1934
 FJ0409'AND SET IN TOP OF A CONC. POST.
 FJ0409
 FJ0409                          STATION RECOVERY (2022)
 FJ0409
 FJ0409'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0581 ***********************************************************************
 FH0581  DESIGNATION -  C 6
 FH0581  PID         -  FH0581
 FH0581  STATE/COUNTY-  OK/PITTSBURG
 FH0581  COUNTRY     -  US
 FH0581  USGS QUAD   -  FEATHERSTON (2018)
 FH0581
 FH0581                         *CURRENT SURVEY CONTROL
 FH0581  ______________________________________________________________________
 FH0581* NAD 83(1986) POSITION- 35 06 32.     (N) 095 25 18.     (W)   SCALED
 FH0581* NAVD 88 ORTHO HEIGHT -   181.633 (meters)      595.91  (feet) ADJUSTED
 FH0581  ______________________________________________________________________
 FH0581  GEOID HEIGHT    -        -30.581 (meters)                     GEOID18
 FH0581  DYNAMIC HEIGHT  -        181.453 (meters)      595.32  (feet) COMP
 FH0581  MODELED GRAVITY -    979,642.1   (mgal)                       NAVD 88
 FH0581
 FH0581  VERT ORDER      -  FIRST     CLASS II
 FH0581
 FH0581.The horizontal coordinates were scaled from a map and have
 FH0581.an estimated accuracy of +/- 6 seconds.
 FH0581
 FH0581.The orthometric height was determined by differential leveling and
 FH0581.adjusted by the NATIONAL GEODETIC SURVEY
 FH0581.in June 1991.
 FH0581
 FH0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0581.GEOID18 height accuracy estimate available here.
 FH0581
 FH0581.Click photographs - Photos may exist for this station.
 FH0581
 FH0581.The dynamic height is computed by dividing the NAVD 88
 FH0581.geopotential number by the normal gravity value computed on the
 FH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0581.degrees latitude (g = 980.6199 gals.).
 FH0581
 FH0581.The modeled gravity was interpolated from observed gravity values.
 FH0581
 FH0581;                    North         East    Units  Estimated Accuracy
 FH0581;SPC OK S     -   199,960.      835,030.      MT  (+/- 180 meters Scaled)
 FH0581
 FH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU792878(NAD 83)
 FH0581
 FH0581                          SUPERSEDED SURVEY CONTROL
 FH0581
 FH0581  NGVD 29 (??/??/92)  181.523  (m)          595.55   (f) ADJ UNCH    1 2
 FH0581
 FH0581.Superseded values are not recommended for survey control.
 FH0581
 FH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0581.See file dsdata.pdf to determine how the superseded data were derived.
 FH0581
 FH0581_MARKER: DB = BENCH MARK DISK
 FH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0581_STAMPING: 595.547 C 6 1933
 FH0581_MARK LOGO: CGS
 FH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0581+STABILITY: SURFACE MOTION
 FH0581
 FH0581  HISTORY     - Date     Condition        Report By
 FH0581  HISTORY     - 1933     MONUMENTED       CGS
 FH0581
 FH0581                          STATION DESCRIPTION
 FH0581
 FH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0581'3.4 MI W FROM QUINTON.
 FH0581'3.4 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0581'FROM QUINTON, PITTSBURG COUNTY, AT A PRIVATE-ROAD CROSSING,
 FH0581'100 FEET NORTH OF THE OLD ROADBED, 25 FEET WEST OF THE CENTER
 FH0581'LINE OF THE ROAD, 75 FEET EAST OF AN OLD STORM CELLAR, AND IN
 FH0581'THE SOUTHEAST CORNER OF A YARD (THE HOUSE HAS BEEN REMOVED).
 FH0581'A STANDARD DISK, STAMPED 595.547 C 6 1933 AND SET IN THE TOP
 FH0581'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0169 ***********************************************************************
 EL0169  DESIGNATION -  C 61
 EL0169  PID         -  EL0169
 EL0169  STATE/COUNTY-  OK/MARSHALL
 EL0169  COUNTRY     -  US
 EL0169  USGS QUAD   -  MADILL (2018)
 EL0169
 EL0169                         *CURRENT SURVEY CONTROL
 EL0169  ______________________________________________________________________
 EL0169* NAD 83(1986) POSITION- 34 06 00.     (N) 096 47 31.     (W)   SCALED
 EL0169* NAVD 88 ORTHO HEIGHT -   244.222 (meters)      801.25  (feet) ADJUSTED
 EL0169  ______________________________________________________________________
 EL0169  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 EL0169  DYNAMIC HEIGHT  -        243.965 (meters)      800.41  (feet) COMP
 EL0169  MODELED GRAVITY -    979,578.4   (mgal)                       NAVD 88
 EL0169
 EL0169  VERT ORDER      -  FIRST     CLASS II
 EL0169
 EL0169.The horizontal coordinates were scaled from a map and have
 EL0169.an estimated accuracy of +/- 6 seconds.
 EL0169
 EL0169.The orthometric height was determined by differential leveling and
 EL0169.adjusted by the NATIONAL GEODETIC SURVEY
 EL0169.in June 1991.
 EL0169
 EL0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0169.GEOID18 height accuracy estimate available here.
 EL0169
 EL0169.Click photographs - Photos may exist for this station.
 EL0169
 EL0169.The dynamic height is computed by dividing the NAVD 88
 EL0169.geopotential number by the normal gravity value computed on the
 EL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0169.degrees latitude (g = 980.6199 gals.).
 EL0169
 EL0169.The modeled gravity was interpolated from observed gravity values.
 EL0169
 EL0169;                    North         East    Units  Estimated Accuracy
 EL0169;SPC OK S     -    85,710.      711,470.      MT  (+/- 180 meters Scaled)
 EL0169
 EL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC036754(NAD 83)
 EL0169
 EL0169                          SUPERSEDED SURVEY CONTROL
 EL0169
 EL0169  NGVD 29 (??/??/92)  244.162  (m)          801.05   (f) ADJ UNCH    1 2
 EL0169
 EL0169.Superseded values are not recommended for survey control.
 EL0169
 EL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0169.See file dsdata.pdf to determine how the superseded data were derived.
 EL0169
 EL0169_MARKER: DB = BENCH MARK DISK
 EL0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0169_STAMPING: C 61 1934
 EL0169_MARK LOGO: CGS
 EL0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0169+STABILITY: SURFACE MOTION
 EL0169
 EL0169  HISTORY     - Date     Condition        Report By
 EL0169  HISTORY     - 1934     MONUMENTED       CGS
 EL0169  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0169
 EL0169                          STATION DESCRIPTION
 EL0169
 EL0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0169'1.9 MI N FROM MADILL.
 EL0169'1.9 MILE NORTH OF MADILL ST. L. AND S.F. DEPOT.  AT OAKLAND POST
 EL0169'OFFICE AND ST. LOUIS AND SAN FRANCISCO RR DEPOT.  100 FEET SOUTH OF
 EL0169'THE DEPOT.
 EL0169
 EL0169                          STATION RECOVERY (1994)
 EL0169
 EL0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0666 ***********************************************************************
 FH0666  DESIGNATION -  C 61
 FH0666  PID         -  FH0666
 FH0666  STATE/COUNTY-  OK/PITTSBURG
 FH0666  COUNTRY     -  US
 FH0666  USGS QUAD   -  CANADIAN (2018)
 FH0666
 FH0666                         *CURRENT SURVEY CONTROL
 FH0666  ______________________________________________________________________
 FH0666* NAD 83(1986) POSITION- 35 11 23.     (N) 095 38 26.     (W)   SCALED
 FH0666* NAVD 88 ORTHO HEIGHT -   192.124 (meters)      630.33  (feet) ADJUSTED
 FH0666  ______________________________________________________________________
 FH0666  GEOID HEIGHT    -        -30.050 (meters)                     GEOID18
 FH0666  DYNAMIC HEIGHT  -        191.936 (meters)      629.71  (feet) COMP
 FH0666  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FH0666
 FH0666  VERT ORDER      -  SECOND    CLASS 0
 FH0666
 FH0666.The horizontal coordinates were scaled from a map and have
 FH0666.an estimated accuracy of +/- 6 seconds.
 FH0666
 FH0666.The orthometric height was determined by differential leveling and
 FH0666.adjusted by the NATIONAL GEODETIC SURVEY
 FH0666.in June 1991.
 FH0666
 FH0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0666.GEOID18 height accuracy estimate available here.
 FH0666
 FH0666.Click photographs - Photos may exist for this station.
 FH0666
 FH0666.The dynamic height is computed by dividing the NAVD 88
 FH0666.geopotential number by the normal gravity value computed on the
 FH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0666.degrees latitude (g = 980.6199 gals.).
 FH0666
 FH0666.The modeled gravity was interpolated from observed gravity values.
 FH0666
 FH0666;                    North         East    Units  Estimated Accuracy
 FH0666;SPC OK S     -   208,430.      814,870.      MT  (+/- 180 meters Scaled)
 FH0666
 FH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU595972(NAD 83)
 FH0666
 FH0666                          SUPERSEDED SURVEY CONTROL
 FH0666
 FH0666  NGVD 29 (??/??/92)  192.018  (m)          629.98   (f) ADJ UNCH    2 0
 FH0666
 FH0666.Superseded values are not recommended for survey control.
 FH0666
 FH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0666.See file dsdata.pdf to determine how the superseded data were derived.
 FH0666
 FH0666_MARKER: DB = BENCH MARK DISK
 FH0666_SETTING: 80 = SET IN A BOULDER
 FH0666_STAMPING: C 61 1934
 FH0666_MARK LOGO: CGS
 FH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0666+STABILITY: SURFACE MOTION
 FH0666
 FH0666  HISTORY     - Date     Condition        Report By
 FH0666  HISTORY     - 1934     MONUMENTED       CGS
 FH0666
 FH0666                          STATION DESCRIPTION
 FH0666
 FH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0666'1.2 MI N FROM CANADIAN.
 FH0666'1.2 MILES NORTH OF CANADIAN M.K. AND T. RR. STATION SET IN TOP
 FH0666'OF A SANDSTONE BOULDER.  75 FEET EAST OF NEAREST RAIL OF
 FH0666'MISSOURI-KANSAS AND TEXAS RAILROAD TRACK.  12 FEET NORTH OF
 FH0666'MILE POST 546.  20 FEET WEST OF MILE POST 546.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0124 ***********************************************************************
 EL0124  DESIGNATION -  C 62
 EL0124  PID         -  EL0124
 EL0124  STATE/COUNTY-  OK/BRYAN
 EL0124  COUNTRY     -  US
 EL0124  USGS QUAD   -  BOKCHITO (2018)
 EL0124
 EL0124                         *CURRENT SURVEY CONTROL
 EL0124  ______________________________________________________________________
 EL0124* NAD 83(1986) POSITION- 34 01 00.     (N) 096 09 17.     (W)   SCALED
 EL0124* NAVD 88 ORTHO HEIGHT -   196.399 (meters)      644.35  (feet) ADJUSTED
 EL0124  ______________________________________________________________________
 EL0124  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 EL0124  DYNAMIC HEIGHT  -        196.199 (meters)      643.70  (feet) COMP
 EL0124  MODELED GRAVITY -    979,614.7   (mgal)                       NAVD 88
 EL0124
 EL0124  VERT ORDER      -  FIRST     CLASS II
 EL0124
 EL0124.The horizontal coordinates were scaled from a map and have
 EL0124.an estimated accuracy of +/- 6 seconds.
 EL0124
 EL0124.The orthometric height was determined by differential leveling and
 EL0124.adjusted by the NATIONAL GEODETIC SURVEY
 EL0124.in June 1991.
 EL0124
 EL0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0124.GEOID18 height accuracy estimate available here.
 EL0124
 EL0124.Click photographs - Photos may exist for this station.
 EL0124
 EL0124.The dynamic height is computed by dividing the NAVD 88
 EL0124.geopotential number by the normal gravity value computed on the
 EL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0124.degrees latitude (g = 980.6199 gals.).
 EL0124
 EL0124.The modeled gravity was interpolated from observed gravity values.
 EL0124
 EL0124;                    North         East    Units  Estimated Accuracy
 EL0124;SPC OK S     -    77,360.      770,430.      MT  (+/- 180 meters Scaled)
 EL0124
 EL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC627676(NAD 83)
 EL0124
 EL0124                          SUPERSEDED SURVEY CONTROL
 EL0124
 EL0124  NGVD 29 (??/??/92)  196.339  (m)          644.16   (f) ADJ UNCH    1 2
 EL0124
 EL0124.Superseded values are not recommended for survey control.
 EL0124
 EL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0124.See file dsdata.pdf to determine how the superseded data were derived.
 EL0124
 EL0124_MARKER: DB = BENCH MARK DISK
 EL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0124_STAMPING: C 62 1934
 EL0124_MARK LOGO: CGS
 EL0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0124+STABILITY: SURFACE MOTION
 EL0124
 EL0124  HISTORY     - Date     Condition        Report By
 EL0124  HISTORY     - 1934     MONUMENTED       CGS
 EL0124
 EL0124                          STATION DESCRIPTION
 EL0124
 EL0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0124'0.6 MI W FROM BOKCHITO.
 EL0124'BETWEEN ST. LOUIS AND SAN FRANCISCO RR TRACK AND U.S. HIGHWAY
 EL0124'70, NEAR MILE POST 579/10.  50 FEET TO TRACK, 50 FEET TO
 EL0124'CENTERLINE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0337 ***********************************************************************
 GG0337  DESIGNATION -  C 62
 GG0337  PID         -  GG0337
 GG0337  STATE/COUNTY-  OK/MAYES
 GG0337  COUNTRY     -  US
 GG0337  USGS QUAD   -  CHOUTEAU (2019)
 GG0337
 GG0337                         *CURRENT SURVEY CONTROL
 GG0337  ______________________________________________________________________
 GG0337* NAD 83(1986) POSITION- 36 14 05.     (N) 095 20 19.     (W)   SCALED
 GG0337* NAVD 88 ORTHO HEIGHT -   185.486 (meters)      608.55  (feet) ADJUSTED
 GG0337  ______________________________________________________________________
 GG0337  GEOID HEIGHT    -        -29.169 (meters)                     GEOID18
 GG0337  DYNAMIC HEIGHT  -        185.326 (meters)      608.02  (feet) COMP
 GG0337  MODELED GRAVITY -    979,768.3   (mgal)                       NAVD 88
 GG0337
 GG0337  VERT ORDER      -  SECOND    CLASS 0
 GG0337
 GG0337.The horizontal coordinates were scaled from a map and have
 GG0337.an estimated accuracy of +/- 6 seconds.
 GG0337
 GG0337.The orthometric height was determined by differential leveling and
 GG0337.adjusted by the NATIONAL GEODETIC SURVEY
 GG0337.in June 1991.
 GG0337
 GG0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0337.GEOID18 height accuracy estimate available here.
 GG0337
 GG0337.Click photographs - Photos may exist for this station.
 GG0337
 GG0337.The dynamic height is computed by dividing the NAVD 88
 GG0337.geopotential number by the normal gravity value computed on the
 GG0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0337.degrees latitude (g = 980.6199 gals.).
 GG0337
 GG0337.The modeled gravity was interpolated from observed gravity values.
 GG0337
 GG0337;                    North         East    Units  Estimated Accuracy
 GG0337;SPC OK N     -   140,280.      839,210.      MT  (+/- 180 meters Scaled)
 GG0337
 GG0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA898125(NAD 83)
 GG0337
 GG0337                          SUPERSEDED SURVEY CONTROL
 GG0337
 GG0337  NGVD 29 (??/??/92)  185.374  (m)          608.18   (f) ADJ UNCH    2 0
 GG0337
 GG0337.Superseded values are not recommended for survey control.
 GG0337
 GG0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0337.See file dsdata.pdf to determine how the superseded data were derived.
 GG0337
 GG0337_MARKER: DB = BENCH MARK DISK
 GG0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0337_STAMPING: C 62 1934
 GG0337_MARK LOGO: CGS
 GG0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0337+STABILITY: SURFACE MOTION
 GG0337
 GG0337  HISTORY     - Date     Condition        Report By
 GG0337  HISTORY     - 1934     MONUMENTED       CGS
 GG0337  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0337
 GG0337                          STATION DESCRIPTION
 GG0337
 GG0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0337'3.3 MI N FROM CHOTEAU.
 GG0337'3.3 MILES NORTH OF CHOTEAU M.K. AND T. RR. STATION 0.2 MILE NORTH
 GG0337'OF MILE POST 469.  95 FEET EAST OF NEAREST RAIL OF MISSOURI KANSAS
 GG0337'AND TEXAS RAILWAY TRACK.  78 FEET SOUTH OF CENTER LINE OF SECTION
 GG0337'LINE ROAD, AND ON INSIDE OF RAILWAY PROPERTY FENCE.
 GG0337
 GG0337                          STATION RECOVERY (1968)
 GG0337
 GG0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0531 ***********************************************************************
 EK0531  DESIGNATION -  C 63
 EK0531  PID         -  EK0531
 EK0531  STATE/COUNTY-  OK/CHOCTAW
 EK0531  COUNTRY     -  US
 EK0531  USGS QUAD   -  HUGO (2019)
 EK0531
 EK0531                         *CURRENT SURVEY CONTROL
 EK0531  ______________________________________________________________________
 EK0531* NAD 83(1986) POSITION- 34 01 13.55   (N) 095 32 23.81   (W)   HD_HELD1
 EK0531* NAVD 88 ORTHO HEIGHT -   167.335 (meters)      549.00  (feet) ADJUSTED
 EK0531  ______________________________________________________________________
 EK0531  GEOID HEIGHT    -        -29.084 (meters)                     GEOID18
 EK0531  DYNAMIC HEIGHT  -        167.156 (meters)      548.41  (feet) COMP
 EK0531  MODELED GRAVITY -    979,561.9   (mgal)                       NAVD 88
 EK0531
 EK0531  VERT ORDER      -  FIRST     CLASS II
 EK0531
 EK0531.The horizontal coordinates were determined by differentially corrected
 EK0531.hand held GPS observations or other comparable positioning techniques
 EK0531.and have an estimated accuracy of +/- 3 meters.
 EK0531
 EK0531.The orthometric height was determined by differential leveling and
 EK0531.adjusted by the NATIONAL GEODETIC SURVEY
 EK0531.in June 1991.
 EK0531
 EK0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0531.GEOID18 height accuracy estimate available here.
 EK0531
 EK0531.Click photographs - Photos may exist for this station.
 EK0531
 EK0531.The dynamic height is computed by dividing the NAVD 88
 EK0531.geopotential number by the normal gravity value computed on the
 EK0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0531.degrees latitude (g = 980.6199 gals.).
 EK0531
 EK0531.The modeled gravity was interpolated from observed gravity values.
 EK0531
 EK0531;                    North         East    Units  Estimated Accuracy
 EK0531;SPC OK S     -    78,984.1     827,190.9     MT  (+/- 3 meters HH1 GPS) 
 EK0531
 EK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6546867330(NAD 83)
 EK0531
 EK0531                          SUPERSEDED SURVEY CONTROL
 EK0531
 EK0531  NGVD 29 (??/??/92)  167.268  (m)          548.78   (f) ADJ UNCH    1 2
 EK0531
 EK0531.Superseded values are not recommended for survey control.
 EK0531
 EK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0531.See file dsdata.pdf to determine how the superseded data were derived.
 EK0531
 EK0531_MARKER: DB = BENCH MARK DISK
 EK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0531_STAMPING: C 63 1934
 EK0531_MARK LOGO: CGS
 EK0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0531+STABILITY: SURFACE MOTION
 EK0531
 EK0531  HISTORY     - Date     Condition        Report By
 EK0531  HISTORY     - 1934     MONUMENTED       CGS
 EK0531  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0531  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0531
 EK0531                          STATION DESCRIPTION
 EK0531
 EK0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0531'AT HUGO.
 EK0531'AT MILEPOST 560/20 OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 EK0531'NEAR THE RAILROAD TIE DIPPING YARD YARD ALONG HIGHWAY U.S. 70
 EK0531'AT A CROSSING.  20 FEET NORTH OF THE TRACK AND 20 FEET SOUTH
 EK0531'OF THE CENTERLINE OF THE ROAD.
 EK0531
 EK0531                          STATION RECOVERY (1967)
 EK0531
 EK0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0531'MARK NOT FOUND.
 EK0531
 EK0531                          STATION RECOVERY (1986)
 EK0531
 EK0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0531'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0532 ***********************************************************************
 EK0532  DESIGNATION -  C 64
 EK0532  PID         -  EK0532
 EK0532  STATE/COUNTY-  OK/CHOCTAW
 EK0532  COUNTRY     -  US
 EK0532  USGS QUAD   -  HUGO (2019)
 EK0532
 EK0532                         *CURRENT SURVEY CONTROL
 EK0532  ______________________________________________________________________
 EK0532* NAD 83(1986) POSITION- 34 00 46.     (N) 095 31 41.     (W)   SCALED
 EK0532* NAVD 88 ORTHO HEIGHT -   168.074 (meters)      551.42  (feet) ADJUSTED
 EK0532  ______________________________________________________________________
 EK0532  GEOID HEIGHT    -        -29.045 (meters)                     GEOID18
 EK0532  DYNAMIC HEIGHT  -        167.894 (meters)      550.83  (feet) COMP
 EK0532  MODELED GRAVITY -    979,563.3   (mgal)                       NAVD 88
 EK0532
 EK0532  VERT ORDER      -  FIRST     CLASS II
 EK0532
 EK0532.The horizontal coordinates were scaled from a map and have
 EK0532.an estimated accuracy of +/- 6 seconds.
 EK0532
 EK0532.The orthometric height was determined by differential leveling and
 EK0532.adjusted by the NATIONAL GEODETIC SURVEY
 EK0532.in June 1991.
 EK0532
 EK0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0532.GEOID18 height accuracy estimate available here.
 EK0532
 EK0532.Click photographs - Photos may exist for this station.
 EK0532
 EK0532.The dynamic height is computed by dividing the NAVD 88
 EK0532.geopotential number by the normal gravity value computed on the
 EK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0532.degrees latitude (g = 980.6199 gals.).
 EK0532
 EK0532.The modeled gravity was interpolated from observed gravity values.
 EK0532
 EK0532;                    North         East    Units  Estimated Accuracy
 EK0532;SPC OK S     -    78,160.      828,310.      MT  (+/- 180 meters Scaled)
 EK0532
 EK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT665664(NAD 83)
 EK0532
 EK0532                          SUPERSEDED SURVEY CONTROL
 EK0532
 EK0532  NGVD 29 (??/??/92)  168.006  (m)          551.20   (f) ADJ UNCH    1 2
 EK0532
 EK0532.Superseded values are not recommended for survey control.
 EK0532
 EK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0532.See file dsdata.pdf to determine how the superseded data were derived.
 EK0532
 EK0532_MARKER: DB = BENCH MARK DISK
 EK0532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0532_SP_SET: HEADWALL
 EK0532_STAMPING: C 64 1934
 EK0532_MARK LOGO: CGS
 EK0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0532+STABILITY: SURFACE MOTION
 EK0532
 EK0532  HISTORY     - Date     Condition        Report By
 EK0532  HISTORY     - 1934     MONUMENTED       CGS
 EK0532  HISTORY     - 1944     GOOD             SLSFRR
 EK0532  HISTORY     - 1986     GOOD             NGS
 EK0532
 EK0532                          STATION DESCRIPTION
 EK0532
 EK0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0532'AT HUGO.
 EK0532'IN THE WEST PART OF TOWN.  IN THE SOUTH HEADWALL OF CULVERT ON
 EK0532'U.S. HIGHWAY 70 NEAR MILE POST 559/25 ON THE ST. LOUIS AND
 EK0532'SAN FRANCISCO RR.  50 FEET NORTHEAST FROM TRACK AND OF THE
 EK0532'NORTH EAST CORNER OF COTTON SHED.
 EK0532
 EK0532                          STATION RECOVERY (1944)
 EK0532
 EK0532'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 EK0532'RECOVERED IN GOOD CONDITION.
 EK0532
 EK0532                          STATION RECOVERY (1986)
 EK0532
 EK0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0532'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.5 KM (0.95
 EK0532'MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S.
 EK0532'HIGHWAY 271 BUSINESS ROUTE IN HUGO, IN THE CENTER OF THE SOUTHEAST
 EK0532'CONCRETE HEADWALL OF A 6 BY 8 FT BOX CULVERT UNDER THE ROAD, 56.5 M
 EK0532'(185.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 M (18.0
 EK0532'FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING WEST.
 EK0532'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0375 ***********************************************************************
 GG0375  DESIGNATION -  C 64
 GG0375  PID         -  GG0375
 GG0375  STATE/COUNTY-  OK/MAYES
 GG0375  COUNTRY     -  US
 GG0375  USGS QUAD   -  OSAGE HILLS (2019)
 GG0375
 GG0375                         *CURRENT SURVEY CONTROL
 GG0375  ______________________________________________________________________
 GG0375* NAD 83(1986) POSITION- 36 18 26.     (N) 095 25 11.     (W)   SCALED
 GG0375* NAVD 88 ORTHO HEIGHT -   240.165 (meters)      787.94  (feet) ADJUSTED
 GG0375  ______________________________________________________________________
 GG0375  GEOID HEIGHT    -        -29.188 (meters)                     GEOID18
 GG0375  DYNAMIC HEIGHT  -        239.959 (meters)      787.27  (feet) COMP
 GG0375  MODELED GRAVITY -    979,771.6   (mgal)                       NAVD 88
 GG0375
 GG0375  VERT ORDER      -  SECOND    CLASS 0
 GG0375
 GG0375.The horizontal coordinates were scaled from a map and have
 GG0375.an estimated accuracy of +/- 6 seconds.
 GG0375
 GG0375.The orthometric height was determined by differential leveling and
 GG0375.adjusted by the NATIONAL GEODETIC SURVEY
 GG0375.in June 1991.
 GG0375
 GG0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0375.GEOID18 height accuracy estimate available here.
 GG0375
 GG0375.Click photographs - Photos may exist for this station.
 GG0375
 GG0375.The dynamic height is computed by dividing the NAVD 88
 GG0375.geopotential number by the normal gravity value computed on the
 GG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0375.degrees latitude (g = 980.6199 gals.).
 GG0375
 GG0375.The modeled gravity was interpolated from observed gravity values.
 GG0375
 GG0375;                    North         East    Units  Estimated Accuracy
 GG0375;SPC OK N     -   148,120.      831,700.      MT  (+/- 180 meters Scaled)
 GG0375
 GG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA827207(NAD 83)
 GG0375
 GG0375                          SUPERSEDED SURVEY CONTROL
 GG0375
 GG0375  NGVD 29 (??/??/92)  240.047  (m)          787.55   (f) ADJ UNCH    2 0
 GG0375
 GG0375.Superseded values are not recommended for survey control.
 GG0375
 GG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0375.See file dsdata.pdf to determine how the superseded data were derived.
 GG0375
 GG0375_MARKER: DB = BENCH MARK DISK
 GG0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0375_STAMPING: C 64 1934
 GG0375_MARK LOGO: CGS
 GG0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0375+STABILITY: SURFACE MOTION
 GG0375
 GG0375  HISTORY     - Date     Condition        Report By
 GG0375  HISTORY     - 1934     MONUMENTED       CGS
 GG0375  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0375
 GG0375                          STATION DESCRIPTION
 GG0375
 GG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0375'6.1 MI W FROM PRYOR.
 GG0375'6.1 MILES WEST ALONG STATE HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 GG0375'AT PRYOR, MAYES COUNTY, 0.2 MILE EAST OF THE SUMMIT OF A HILL,
 GG0375'AT THE EAST END OF A TANGENT, 65 FEET NORTHEAST OF J.M. ALEXANDERS
 GG0375'HOUSE, AND 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 GG0375'STANDARD DISK, STAMPED C 64 1934 AND SET IN THE TOP OF A CONCRETE
 GG0375'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0333 ***********************************************************************
 DM0333  DESIGNATION -  C 65
 DM0333  PID         -  DM0333
 DM0333  STATE/COUNTY-  OK/MCCURTAIN
 DM0333  COUNTRY     -  US
 DM0333  USGS QUAD   -  IDABEL (2019)
 DM0333
 DM0333                         *CURRENT SURVEY CONTROL
 DM0333  ______________________________________________________________________
 DM0333* NAD 83(1986) POSITION- 33 53 21.     (N) 094 49 35.     (W)   SCALED
 DM0333* NAVD 88 ORTHO HEIGHT -   143.848 (meters)      471.94  (feet) ADJUSTED
 DM0333  ______________________________________________________________________
 DM0333  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 DM0333  DYNAMIC HEIGHT  -        143.702 (meters)      471.46  (feet) COMP
 DM0333  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 DM0333
 DM0333  VERT ORDER      -  FIRST     CLASS II
 DM0333
 DM0333.The horizontal coordinates were scaled from a map and have
 DM0333.an estimated accuracy of +/- 6 seconds.
 DM0333
 DM0333.The orthometric height was determined by differential leveling and
 DM0333.adjusted by the NATIONAL GEODETIC SURVEY
 DM0333.in June 1991.
 DM0333
 DM0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0333.GEOID18 height accuracy estimate available here.
 DM0333
 DM0333.Click photographs - Photos may exist for this station.
 DM0333
 DM0333.The dynamic height is computed by dividing the NAVD 88
 DM0333.geopotential number by the normal gravity value computed on the
 DM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0333.degrees latitude (g = 980.6199 gals.).
 DM0333
 DM0333.The modeled gravity was interpolated from observed gravity values.
 DM0333
 DM0333;                    North         East    Units  Estimated Accuracy
 DM0333;SPC OK S     -    66,270.      893,530.      MT  (+/- 180 meters Scaled)
 DM0333
 DM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT311513(NAD 83)
 DM0333
 DM0333                          SUPERSEDED SURVEY CONTROL
 DM0333
 DM0333  NGVD 29 (??/??/92)  143.827  (m)          471.87   (f) ADJ UNCH    1 2
 DM0333
 DM0333.Superseded values are not recommended for survey control.
 DM0333
 DM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0333.See file dsdata.pdf to determine how the superseded data were derived.
 DM0333
 DM0333_MARKER: DB = BENCH MARK DISK
 DM0333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0333_SP_SET: CULVERT HEADWALL
 DM0333_STAMPING: C 65 1934
 DM0333_MARK LOGO: CGS
 DM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0333+STABILITY: SURFACE MOTION
 DM0333
 DM0333  HISTORY     - Date     Condition        Report By
 DM0333  HISTORY     - 1934     MONUMENTED       CGS
 DM0333  HISTORY     - 1944     GOOD             SLSFRR
 DM0333  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0333
 DM0333                          STATION DESCRIPTION
 DM0333
 DM0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0333'IN IDABEL.
 DM0333'IN THE SOUTH EDGE OF IDABEL.  2000 FEET SOUTH OF ST. LOUIS AND SAN
 DM0333'FRANCISCO RAILROAD DEPOT.  30 FEET SOUTH OF MILEPOST 602/15.  IN TOP
 DM0333'OF EAST HEADWALL OF CULVERT.  SOUTHWEST OF COTTON GIN.
 DM0333
 DM0333                          STATION RECOVERY (1944)
 DM0333
 DM0333'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0333'RECOVERED IN GOOD CONDITION.
 DM0333
 DM0333                          STATION RECOVERY (1986)
 DM0333
 DM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0418 ***********************************************************************
 EK0418  DESIGNATION -  C 66
 EK0418  PID         -  EK0418
 EK0418  STATE/COUNTY-  OK/PUSHMATAHA
 EK0418  COUNTRY     -  US
 EK0418  USGS QUAD   -  CLAYTON (2019)
 EK0418
 EK0418                         *CURRENT SURVEY CONTROL
 EK0418  ______________________________________________________________________
 EK0418* NAD 83(1986) POSITION- 34 34 58.     (N) 095 21 23.     (W)   SCALED
 EK0418* NAVD 88 ORTHO HEIGHT -   179.503 (meters)      588.92  (feet) ADJUSTED
 EK0418  ______________________________________________________________________
 EK0418  GEOID HEIGHT    -        -31.406 (meters)                     GEOID18
 EK0418  DYNAMIC HEIGHT  -        179.309 (meters)      588.28  (feet) COMP
 EK0418  MODELED GRAVITY -    979,551.6   (mgal)                       NAVD 88
 EK0418
 EK0418  VERT ORDER      -  SECOND    CLASS 0
 EK0418
 EK0418.The horizontal coordinates were scaled from a map and have
 EK0418.an estimated accuracy of +/- 6 seconds.
 EK0418
 EK0418.The orthometric height was determined by differential leveling and
 EK0418.adjusted by the NATIONAL GEODETIC SURVEY
 EK0418.in June 1991.
 EK0418
 EK0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0418.GEOID18 height accuracy estimate available here.
 EK0418
 EK0418.Click photographs - Photos may exist for this station.
 EK0418
 EK0418.The dynamic height is computed by dividing the NAVD 88
 EK0418.geopotential number by the normal gravity value computed on the
 EK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0418.degrees latitude (g = 980.6199 gals.).
 EK0418
 EK0418.The modeled gravity was interpolated from observed gravity values.
 EK0418
 EK0418;                    North         East    Units  Estimated Accuracy
 EK0418;SPC OK S     -   141,770.      842,510.      MT  (+/- 180 meters Scaled)
 EK0418
 EK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU838292(NAD 83)
 EK0418
 EK0418                          SUPERSEDED SURVEY CONTROL
 EK0418
 EK0418  NGVD 29 (??/??/92)  179.408  (m)          588.61   (f) ADJ UNCH    2 0
 EK0418
 EK0418.Superseded values are not recommended for survey control.
 EK0418
 EK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0418.See file dsdata.pdf to determine how the superseded data were derived.
 EK0418
 EK0418_MARKER: DB = BENCH MARK DISK
 EK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0418_STAMPING: C 66 1934
 EK0418_MARK LOGO: CGS
 EK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0418+STABILITY: SURFACE MOTION
 EK0418
 EK0418  HISTORY     - Date     Condition        Report By
 EK0418  HISTORY     - 1934     MONUMENTED       CGS
 EK0418  HISTORY     - 1960     GOOD             CGS
 EK0418
 EK0418                          STATION DESCRIPTION
 EK0418
 EK0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0418'AT CLAYTON.
 EK0418'AT THE SOUTHWEST EDGE OF CLAYTON, PUSHMATAHA COUNTY, ON THE
 EK0418'ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 2 POLES EAST OF THE
 EK0418'TENTH POLE SOUTHWEST OF MILEPOST 507, ABOUT 50 FEET EAST OF A
 EK0418'CROSSING, 30 FEET SOUTH OF A SWITCH STAND, AND 35 FEET SOUTH
 EK0418'OF THE TRACK.  A STANDARD DISK, STAMPED C 66 1934 AND SET IN
 EK0418'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0408 ***********************************************************************
 EK0408  DESIGNATION -  C 67
 EK0408  PID         -  EK0408
 EK0408  STATE/COUNTY-  OK/LE FLORE
 EK0408  COUNTRY     -  US
 EK0408  USGS QUAD   -  SUMMERFIELD (2018)
 EK0408
 EK0408                         *CURRENT SURVEY CONTROL
 EK0408  ______________________________________________________________________
 EK0408* NAD 83(1986) POSITION- 34 57 22.     (N) 094 46 55.     (W)   SCALED
 EK0408* NAVD 88 ORTHO HEIGHT -   152.045 (meters)      498.83  (feet) ADJUSTED
 EK0408  ______________________________________________________________________
 EK0408  GEOID HEIGHT    -        -31.620 (meters)                     GEOID18
 EK0408  DYNAMIC HEIGHT  -        151.889 (meters)      498.32  (feet) COMP
 EK0408  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 EK0408
 EK0408  VERT ORDER      -  SECOND    CLASS 0
 EK0408
 EK0408.The horizontal coordinates were scaled from a map and have
 EK0408.an estimated accuracy of +/- 6 seconds.
 EK0408
 EK0408.The orthometric height was determined by differential leveling and
 EK0408.adjusted by the NATIONAL GEODETIC SURVEY
 EK0408.in June 1991.
 EK0408
 EK0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0408.GEOID18 height accuracy estimate available here.
 EK0408
 EK0408.Click photographs - Photos may exist for this station.
 EK0408
 EK0408.The dynamic height is computed by dividing the NAVD 88
 EK0408.geopotential number by the normal gravity value computed on the
 EK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0408.degrees latitude (g = 980.6199 gals.).
 EK0408
 EK0408.The modeled gravity was interpolated from observed gravity values.
 EK0408
 EK0408;                    North         East    Units  Estimated Accuracy
 EK0408;SPC OK S     -   184,690.      893,870.      MT  (+/- 180 meters Scaled)
 EK0408
 EK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU372696(NAD 83)
 EK0408
 EK0408                          SUPERSEDED SURVEY CONTROL
 EK0408
 EK0408  NGVD 29 (??/??/92)  151.940  (m)          498.49   (f) ADJ UNCH    2 0
 EK0408
 EK0408.Superseded values are not recommended for survey control.
 EK0408
 EK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0408.See file dsdata.pdf to determine how the superseded data were derived.
 EK0408
 EK0408_MARKER: DB = BENCH MARK DISK
 EK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0408_STAMPING: C 67 1934
 EK0408_MARK LOGO: CGS
 EK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0408+STABILITY: SURFACE MOTION
 EK0408
 EK0408  HISTORY     - Date     Condition        Report By
 EK0408  HISTORY     - 1934     MONUMENTED       CGS
 EK0408  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0408
 EK0408                          STATION DESCRIPTION
 EK0408
 EK0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0408'AT CASTON.
 EK0408'AT CASTON, LE FLORE COUNTY, ABOUT 3 POLES EAST OF THE
 EK0408'ST. LOUIS-SAN FRANCISCO RAILWAY STATION SIGNBOARD, ABOUT 8 FEET
 EK0408'NORTHWEST OF THE FIFTEENTH POLE WEST OF MILEPOST 4568 AND
 EK0408'50 FEET NORTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 EK0408'C 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0390 ***********************************************************************
 FH0390  DESIGNATION -  C 69
 FH0390  PID         -  FH0390
 FH0390  STATE/COUNTY-  OK/ADAIR
 FH0390  COUNTRY     -  US
 FH0390  USGS QUAD   -  GREASY (2018)
 FH0390
 FH0390                         *CURRENT SURVEY CONTROL
 FH0390  ______________________________________________________________________
 FH0390* NAD 83(1986) POSITION- 35 44 52.     (N) 094 42 56.     (W)   SCALED
 FH0390* NAVD 88 ORTHO HEIGHT -   266.973 (meters)      875.89  (feet) ADJUSTED
 FH0390  ______________________________________________________________________
 FH0390  GEOID HEIGHT    -        -28.973 (meters)                     GEOID18
 FH0390  DYNAMIC HEIGHT  -        266.729 (meters)      875.09  (feet) COMP
 FH0390  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 FH0390
 FH0390  VERT ORDER      -  SECOND    CLASS 0
 FH0390
 FH0390.The horizontal coordinates were scaled from a map and have
 FH0390.an estimated accuracy of +/- 6 seconds.
 FH0390
 FH0390.The orthometric height was determined by differential leveling and
 FH0390.adjusted by the NATIONAL GEODETIC SURVEY
 FH0390.in June 1991.
 FH0390
 FH0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0390.GEOID18 height accuracy estimate available here.
 FH0390
 FH0390.Click photographs - Photos may exist for this station.
 FH0390
 FH0390.The dynamic height is computed by dividing the NAVD 88
 FH0390.geopotential number by the normal gravity value computed on the
 FH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0390.degrees latitude (g = 980.6199 gals.).
 FH0390
 FH0390.The modeled gravity was interpolated from observed gravity values.
 FH0390
 FH0390;                    North         East    Units  Estimated Accuracy
 FH0390;SPC OK N     -    87,990.      897,010.      MT  (+/- 180 meters Scaled)
 FH0390
 FH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV448573(NAD 83)
 FH0390
 FH0390                          SUPERSEDED SURVEY CONTROL
 FH0390
 FH0390  NGVD 29 (??/??/92)  266.840  (m)          875.46   (f) ADJ UNCH    2 0
 FH0390
 FH0390.Superseded values are not recommended for survey control.
 FH0390
 FH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0390.See file dsdata.pdf to determine how the superseded data were derived.
 FH0390
 FH0390_MARKER: DB = BENCH MARK DISK
 FH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0390_STAMPING: C 69 1934
 FH0390_MARK LOGO: CGS
 FH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0390+STABILITY: SURFACE MOTION
 FH0390
 FH0390  HISTORY     - Date     Condition        Report By
 FH0390  HISTORY     - 1934     MONUMENTED       CGS
 FH0390  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0390
 FH0390                          STATION DESCRIPTION
 FH0390
 FH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0390'8 MI S FROM STILWELL.
 FH0390'8.0 MILES SOUTH OF STILWELL K.C.S. RR STATION 1000 FEET NORTH
 FH0390'OF MILEPOST 266.  30 FEET WEST OF KANSAS CITY SOUTHERN RR TRACK
 FH0390'AT TELEPHONE POLE.
 FH0390
 FH0390                          STATION RECOVERY (1960)
 FH0390
 FH0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0045 ***********************************************************************
 FJ0045  DESIGNATION -  C 7
 FJ0045  PID         -  FJ0045
 FJ0045  STATE/COUNTY-  OK/OKFUSKEE
 FJ0045  COUNTRY     -  US
 FJ0045  USGS QUAD   -  CLEARVIEW (2018)
 FJ0045
 FJ0045                         *CURRENT SURVEY CONTROL
 FJ0045  ______________________________________________________________________
 FJ0045* NAD 83(1986) POSITION- 35 24 06.     (N) 096 14 49.     (W)   SCALED
 FJ0045* NAVD 88 ORTHO HEIGHT -   252.902 (meters)      829.73  (feet) ADJUSTED
 FJ0045  ______________________________________________________________________
 FJ0045  GEOID HEIGHT    -        -28.593 (meters)                     GEOID18
 FJ0045  DYNAMIC HEIGHT  -        252.660 (meters)      828.94  (feet) COMP
 FJ0045  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 FJ0045
 FJ0045  VERT ORDER      -  FIRST     CLASS II
 FJ0045
 FJ0045.The horizontal coordinates were scaled from a map and have
 FJ0045.an estimated accuracy of +/- 6 seconds.
 FJ0045
 FJ0045.The orthometric height was determined by differential leveling and
 FJ0045.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0045.in June 1991.
 FJ0045
 FJ0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0045.GEOID18 height accuracy estimate available here.
 FJ0045
 FJ0045.Click photographs - Photos may exist for this station.
 FJ0045
 FJ0045.The dynamic height is computed by dividing the NAVD 88
 FJ0045.geopotential number by the normal gravity value computed on the
 FJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0045.degrees latitude (g = 980.6199 gals.).
 FJ0045
 FJ0045.The modeled gravity was interpolated from observed gravity values.
 FJ0045
 FJ0045;                    North         East    Units  Estimated Accuracy
 FJ0045;SPC OK N     -    46,000.      759,240.      MT  (+/- 180 meters Scaled)
 FJ0045
 FJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE500210(NAD 83)
 FJ0045
 FJ0045                          SUPERSEDED SURVEY CONTROL
 FJ0045
 FJ0045  NGVD 29 (??/??/92)  252.779  (m)          829.33   (f) ADJ UNCH    1 2
 FJ0045
 FJ0045.Superseded values are not recommended for survey control.
 FJ0045
 FJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0045.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0045
 FJ0045_MARKER: DB = BENCH MARK DISK
 FJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0045_STAMPING: C 7 1933
 FJ0045_MARK LOGO: CGS
 FJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0045+STABILITY: SURFACE MOTION
 FJ0045
 FJ0045  HISTORY     - Date     Condition        Report By
 FJ0045  HISTORY     - 1933     MONUMENTED       CGS
 FJ0045  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0045
 FJ0045                          STATION DESCRIPTION
 FJ0045
 FJ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0045'3.7 MI E FROM OKEMAH.
 FJ0045'3.7 MILES EAST 49 1/2 FT. NORTH EAST OF F. S. AND W. R. R. AT
 FJ0045'MILE POST 128 PLUS 6 POLES.  3 1/2 FT. NORTH WEST OF FENCE,
 FJ0045'9 1/2 FT. NORTH OF FENCE CORNER.  200 FT. NORTH WEST OF NORTH
 FJ0045'AND SOUTH ROAD CROSSING.
 FJ0045
 FJ0045                          STATION RECOVERY (1964)
 FJ0045
 FJ0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0181 ***********************************************************************
 GG0181  DESIGNATION -  C 70
 GG0181  PID         -  GG0181
 GG0181  STATE/COUNTY-  OK/DELAWARE
 GG0181  COUNTRY     -  US
 GG0181  USGS QUAD   -  SYCAMORE (2018)
 GG0181
 GG0181                         *CURRENT SURVEY CONTROL
 GG0181  ______________________________________________________________________
 GG0181* NAD 83(1986) POSITION- 36 24 40.     (N) 094 41 01.     (W)   SCALED
 GG0181* NAVD 88 ORTHO HEIGHT -   348.566 (meters)     1143.59  (feet) ADJUSTED
 GG0181  ______________________________________________________________________
 GG0181  GEOID HEIGHT    -        -28.607 (meters)                     GEOID18
 GG0181  DYNAMIC HEIGHT  -        348.267 (meters)     1142.61  (feet) COMP
 GG0181  MODELED GRAVITY -    979,761.7   (mgal)                       NAVD 88
 GG0181
 GG0181  VERT ORDER      -  SECOND    CLASS 0
 GG0181
 GG0181.The horizontal coordinates were scaled from a map and have
 GG0181.an estimated accuracy of +/- 6 seconds.
 GG0181
 GG0181.The orthometric height was determined by differential leveling and
 GG0181.adjusted by the NATIONAL GEODETIC SURVEY
 GG0181.in June 1991.
 GG0181
 GG0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0181.GEOID18 height accuracy estimate available here.
 GG0181
 GG0181.Click photographs - Photos may exist for this station.
 GG0181
 GG0181.The dynamic height is computed by dividing the NAVD 88
 GG0181.geopotential number by the normal gravity value computed on the
 GG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0181.degrees latitude (g = 980.6199 gals.).
 GG0181
 GG0181.The modeled gravity was interpolated from observed gravity values.
 GG0181
 GG0181;                    North         East    Units  Estimated Accuracy
 GG0181;SPC OK N     -   161,650.      897,390.      MT  (+/- 180 meters Scaled)
 GG0181
 GG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA490308(NAD 83)
 GG0181
 GG0181                          SUPERSEDED SURVEY CONTROL
 GG0181
 GG0181  NGVD 29 (??/??/92)  348.434  (m)         1143.15   (f) ADJ UNCH    2 0
 GG0181
 GG0181.Superseded values are not recommended for survey control.
 GG0181
 GG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0181.See file dsdata.pdf to determine how the superseded data were derived.
 GG0181
 GG0181_MARKER: DB = BENCH MARK DISK
 GG0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0181_STAMPING: C 70 1934
 GG0181_MARK LOGO: CGS
 GG0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0181+STABILITY: SURFACE MOTION
 GG0181
 GG0181  HISTORY     - Date     Condition        Report By
 GG0181  HISTORY     - 1934     MONUMENTED       CGS
 GG0181  HISTORY     - 1960     GOOD             CGS
 GG0181  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0181
 GG0181                          STATION DESCRIPTION
 GG0181
 GG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0181'5.8 MI W FROM MAYESVILLE.
 GG0181'THIS MARK RECOVERED ABOUT 0.65 MILE SOUTH OF THE PRESENT HIGHWAY,
 GG0181'ON THE EAST SIDE OF A SECTION-LINE ROAD (FORMER HIGHWAY 20), IN
 GG0181'THE SW 1/4 SEC. 6, T. 22 N., R. 25 E., ABOUT 0.15 MILE NORTH OF
 GG0181'THE MT. HERMAN SCHOOL AND CEMETERY, ABOUT 0.05 MILE SOUTH OF AN
 GG0181'OLD VACANT HOUSE AND JUST EAST OF THE RIGHT OF WAY FENCE.
 GG0181
 GG0181                          STATION RECOVERY (1970)
 GG0181
 GG0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0357 ***********************************************************************
 GL0357  DESIGNATION -  C 71
 GL0357  PID         -  GL0357
 GL0357  STATE/COUNTY-  OK/CIMARRON
 GL0357  COUNTRY     -  US
 GL0357  USGS QUAD   -  KENTON (2018)
 GL0357
 GL0357                         *CURRENT SURVEY CONTROL
 GL0357  ______________________________________________________________________
 GL0357* NAD 83(1986) POSITION- 36 54 16.71   (N) 102 56 13.07   (W)   HD_HELD1
 GL0357* NAVD 88 ORTHO HEIGHT -  1362.790 (meters)     4471.09  (feet) ADJUSTED
 GL0357  ______________________________________________________________________
 GL0357  GEOID HEIGHT    -        -22.577 (meters)                     GEOID18
 GL0357  DYNAMIC HEIGHT  -       1361.272 (meters)     4466.11  (feet) COMP
 GL0357  MODELED GRAVITY -    979,469.5   (mgal)                       NAVD 88
 GL0357
 GL0357  VERT ORDER      -  SECOND    CLASS 0
 GL0357
 GL0357.The horizontal coordinates were determined by differentially corrected
 GL0357.hand held GPS observations or other comparable positioning techniques
 GL0357.and have an estimated accuracy of +/- 3 meters.
 GL0357
 GL0357.The orthometric height was determined by differential leveling and
 GL0357.adjusted by the NATIONAL GEODETIC SURVEY
 GL0357.in June 1991.
 GL0357
 GL0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0357.GEOID18 height accuracy estimate available here.
 GL0357
 GL0357.Click photographs - Photos may exist for this station.
 GL0357
 GL0357.The dynamic height is computed by dividing the NAVD 88
 GL0357.geopotential number by the normal gravity value computed on the
 GL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0357.degrees latitude (g = 980.6199 gals.).
 GL0357
 GL0357.The modeled gravity was interpolated from observed gravity values.
 GL0357
 GL0357;                    North         East    Units  Estimated Accuracy
 GL0357;SPC OK N     -   222,520.1     160,181.7     MT  (+/- 3 meters HH1 GPS) 
 GL0357
 GL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8380086281(NAD 83)
 GL0357
 GL0357                          SUPERSEDED SURVEY CONTROL
 GL0357
 GL0357.No superseded survey control is available for this station.
 GL0357
 GL0357_MARKER: DB = BENCH MARK DISK
 GL0357_SETTING: 66 = SET IN ROCK OUTCROP
 GL0357_STAMPING: C 71 1935
 GL0357_MARK LOGO: CGS
 GL0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0357+STABILITY: POSITION/ELEVATION WELL
 GL0357
 GL0357  HISTORY     - Date     Condition        Report By
 GL0357  HISTORY     - 1935     MONUMENTED       CGS
 GL0357  HISTORY     - 1968     GOOD             USGS
 GL0357
 GL0357                          STATION DESCRIPTION
 GL0357
 GL0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0357'1.6 MI E FROM KENTON.
 GL0357'1.6 MI. E. OF ALONG U.S. HWY. NO. 64 AT THE W. EDGE OF A SADDLE, DUE
 GL0357'N. OF A BORROW PIT ON THE S. SIDE OF THE HWY., 135 FT. N. OF THE
 GL0357'CENTER LINE OF THE HWY., 15 FT. S. OF THE FENCE LINE, AND SET IN A
 GL0357'SANDSTONE OUTCROP.
 GL0357
 GL0357                          STATION RECOVERY (1968)
 GL0357
 GL0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GL0357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0695 ***********************************************************************
 GK0695  DESIGNATION -  C 72
 GK0695  PID         -  GK0695
 GK0695  STATE/COUNTY-  OK/TEXAS
 GK0695  COUNTRY     -  US
 GK0695  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0695
 GK0695                         *CURRENT SURVEY CONTROL
 GK0695  ______________________________________________________________________
 GK0695* NAD 83(1986) POSITION- 36 31 48.     (N) 101 50 05.     (W)   SCALED
 GK0695* NAVD 88 ORTHO HEIGHT -  1044.194 (meters)     3425.83  (feet) ADJUSTED
 GK0695  ______________________________________________________________________
 GK0695  GEOID HEIGHT    -        -25.781 (meters)                     GEOID18
 GK0695  DYNAMIC HEIGHT  -       1043.076 (meters)     3422.16  (feet) COMP
 GK0695  MODELED GRAVITY -    979,525.8   (mgal)                       NAVD 88
 GK0695
 GK0695  VERT ORDER      -  SECOND    CLASS 0
 GK0695
 GK0695.The horizontal coordinates were scaled from a map and have
 GK0695.an estimated accuracy of +/- 6 seconds.
 GK0695
 GK0695.The orthometric height was determined by differential leveling and
 GK0695.adjusted by the NATIONAL GEODETIC SURVEY
 GK0695.in June 1991.
 GK0695
 GK0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0695.GEOID18 height accuracy estimate available here.
 GK0695
 GK0695.Click photographs - Photos may exist for this station.
 GK0695
 GK0695.The dynamic height is computed by dividing the NAVD 88
 GK0695.geopotential number by the normal gravity value computed on the
 GK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0695.degrees latitude (g = 980.6199 gals.).
 GK0695
 GK0695.The modeled gravity was interpolated from observed gravity values.
 GK0695
 GK0695;                    North         East    Units  Estimated Accuracy
 GK0695;SPC OK N     -   176,540.      256,680.      MT  (+/- 180 meters Scaled)
 GK0695
 GK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF462464(NAD 83)
 GK0695
 GK0695                          SUPERSEDED SURVEY CONTROL
 GK0695
 GK0695  NGVD 29 (??/??/92) 1043.712  (m)         3424.25   (f) ADJ UNCH    2 0
 GK0695
 GK0695.Superseded values are not recommended for survey control.
 GK0695
 GK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0695.See file dsdata.pdf to determine how the superseded data were derived.
 GK0695
 GK0695_MARKER: DB = BENCH MARK DISK
 GK0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0695_STAMPING: C 72 1935
 GK0695_MARK LOGO: CGS
 GK0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0695+STABILITY: SURFACE MOTION
 GK0695
 GK0695  HISTORY     - Date     Condition        Report By
 GK0695  HISTORY     - 1935     MONUMENTED       CGS
 GK0695  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0695
 GK0695                          STATION DESCRIPTION
 GK0695
 GK0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0695'4.5 MI NW FROM TEXHOMA.
 GK0695'4.5 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0695'TEXAS COUNTY, AT A RIGHT-ANGLE CURVE LEADING NORTH, ABOUT 200 FEET
 GK0695'EAST OF THE CENTER OF A CROSSING, 44 FEET SOUTH OF THE CENTER LINE OF
 GK0695'THE EVA ROAD, AND ABOUT 6 POSTS EAST OF A FENCE CORNER. A STANDARD
 GK0695'DISK, STAMPED C 72 1935 AND SET IN THE TOP OF CONCRETE POST.
 GK0695
 GK0695                          STATION RECOVERY (1973)
 GK0695
 GK0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0695'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0013 ***********************************************************************
 GL0013  DESIGNATION -  C 73
 GL0013  PID         -  GL0013
 GL0013  STATE/COUNTY-  OK/CIMARRON
 GL0013  COUNTRY     -  US
 GL0013  USGS QUAD   -  KEYES WEST (2018)
 GL0013
 GL0013                         *CURRENT SURVEY CONTROL
 GL0013  ______________________________________________________________________
 GL0013* NAD 83(1986) POSITION- 36 45 45.     (N) 102 15 55.     (W)   SCALED
 GL0013* NAVD 88 ORTHO HEIGHT -  1207.092 (meters)     3960.27  (feet) ADJUSTED
 GL0013  ______________________________________________________________________
 GL0013  GEOID HEIGHT    -        -24.293 (meters)                     GEOID18
 GL0013  DYNAMIC HEIGHT  -       1205.797 (meters)     3956.02  (feet) COMP
 GL0013  MODELED GRAVITY -    979,516.8   (mgal)                       NAVD 88
 GL0013
 GL0013  VERT ORDER      -  SECOND    CLASS 0
 GL0013
 GL0013.The horizontal coordinates were scaled from a map and have
 GL0013.an estimated accuracy of +/- 6 seconds.
 GL0013
 GL0013.The orthometric height was determined by differential leveling and
 GL0013.adjusted by the NATIONAL GEODETIC SURVEY
 GL0013.in June 1991.
 GL0013
 GL0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0013.GEOID18 height accuracy estimate available here.
 GL0013
 GL0013.Click photographs - Photos may exist for this station.
 GL0013
 GL0013.The dynamic height is computed by dividing the NAVD 88
 GL0013.geopotential number by the normal gravity value computed on the
 GL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0013.degrees latitude (g = 980.6199 gals.).
 GL0013
 GL0013.The modeled gravity was interpolated from observed gravity values.
 GL0013
 GL0013;                    North         East    Units  Estimated Accuracy
 GL0013;SPC OK N     -   203,930.      219,290.      MT  (+/- 180 meters Scaled)
 GL0013
 GL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA441720(NAD 83)
 GL0013
 GL0013                          SUPERSEDED SURVEY CONTROL
 GL0013
 GL0013.No superseded survey control is available for this station.
 GL0013
 GL0013_MARKER: DB = BENCH MARK DISK
 GL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0013_STAMPING: C 73 1935
 GL0013_MARK LOGO: CGS
 GL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0013+STABILITY: SURFACE MOTION
 GL0013
 GL0013  HISTORY     - Date     Condition        Report By
 GL0013  HISTORY     - 1935     MONUMENTED       CGS
 GL0013  HISTORY     - 1959     GOOD             LOCSUR
 GL0013  HISTORY     - 20190807 MARK NOT FOUND   OKDOT
 GL0013
 GL0013                          STATION DESCRIPTION
 GL0013
 GL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0013'16.0 MI E FROM BOISE CITY.
 GL0013'16.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 98 FT. E. OF
 GL0013'THE CENTER LINE OF THE CROSS ROAD, 50 FT. S. OF THE CENTER LINE OF THE
 GL0013'HWY., AND 1 1/2 FT. E. OF A TELEPHONE POLE, NEAR THE NORTHWEST CORNER
 GL0013'OF SECTION 1, T 3 N, R 9 E.
 GL0013
 GL0013                          STATION RECOVERY (1959)
 GL0013
 GL0013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 GL0013'RECOVERED IN GOOD CONDITION.
 GL0013
 GL0013                          STATION RECOVERY (2019)
 GL0013
 GL0013'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL0013'THIS MONUMENT WAS NOT FOUND AND IS NOW A WHEAT FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0707 ***********************************************************************
 GK0707  DESIGNATION -  C 74
 GK0707  PID         -  GK0707
 GK0707  STATE/COUNTY-  OK/TEXAS
 GK0707  COUNTRY     -  US
 GK0707  USGS QUAD   -  TEXHOMA SW (2018)
 GK0707
 GK0707                         *CURRENT SURVEY CONTROL
 GK0707  ______________________________________________________________________
 GK0707* NAD 83(1986) POSITION- 36 37 03.     (N) 101 53 21.     (W)   SCALED
 GK0707* NAVD 88 ORTHO HEIGHT -  1037.742 (meters)     3404.66  (feet) ADJUSTED
 GK0707  ______________________________________________________________________
 GK0707  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 GK0707  DYNAMIC HEIGHT  -       1036.635 (meters)     3401.03  (feet) COMP
 GK0707  MODELED GRAVITY -    979,529.9   (mgal)                       NAVD 88
 GK0707
 GK0707  VERT ORDER      -  SECOND    CLASS 0
 GK0707
 GK0707.The horizontal coordinates were scaled from a map and have
 GK0707.an estimated accuracy of +/- 6 seconds.
 GK0707
 GK0707.The orthometric height was determined by differential leveling and
 GK0707.adjusted by the NATIONAL GEODETIC SURVEY
 GK0707.in June 1991.
 GK0707
 GK0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0707.GEOID18 height accuracy estimate available here.
 GK0707
 GK0707.Click photographs - Photos may exist for this station.
 GK0707
 GK0707.The dynamic height is computed by dividing the NAVD 88
 GK0707.geopotential number by the normal gravity value computed on the
 GK0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0707.degrees latitude (g = 980.6199 gals.).
 GK0707
 GK0707.The modeled gravity was interpolated from observed gravity values.
 GK0707
 GK0707;                    North         East    Units  Estimated Accuracy
 GK0707;SPC OK N     -   186,440.      252,190.      MT  (+/- 180 meters Scaled)
 GK0707
 GK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF416563(NAD 83)
 GK0707
 GK0707                          SUPERSEDED SURVEY CONTROL
 GK0707
 GK0707  NGVD 29 (??/??/92) 1037.257  (m)         3403.07   (f) ADJ UNCH    2 0
 GK0707
 GK0707.Superseded values are not recommended for survey control.
 GK0707
 GK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0707.See file dsdata.pdf to determine how the superseded data were derived.
 GK0707
 GK0707_MARKER: DB = BENCH MARK DISK
 GK0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0707_STAMPING: C 74 1935
 GK0707_MARK LOGO: CGS
 GK0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0707+STABILITY: SURFACE MOTION
 GK0707
 GK0707  HISTORY     - Date     Condition        Report By
 GK0707  HISTORY     - 1935     MONUMENTED       CGS
 GK0707  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0707
 GK0707                          STATION DESCRIPTION
 GK0707
 GK0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0707'13.4 MI N FROM TEXHOMA.
 GK0707'13.4 MILES NORTH ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA, TEXAS
 GK0707'COUNTY, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 3 FEET NORTH
 GK0707'OF A CORNER FENCE-POST. A STANDARD DISK, STAMPED C 74 1935 AND SET IN
 GK0707'THE TOP OF A CONCRETE POST.
 GK0707
 GK0707                          STATION RECOVERY (1973)
 GK0707
 GK0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0776 ***********************************************************************
 GK0776  DESIGNATION -  C 76
 GK0776  PID         -  GK0776
 GK0776  STATE/COUNTY-  OK/TEXAS
 GK0776  COUNTRY     -  US
 GK0776  USGS QUAD   -  HOUGH NE (2018)
 GK0776
 GK0776                         *CURRENT SURVEY CONTROL
 GK0776  ______________________________________________________________________
 GK0776* NAD 83(1986) POSITION- 36 54 25.     (N) 101 37 21.     (W)   SCALED
 GK0776* NAVD 88 ORTHO HEIGHT -  1017.718 (meters)     3338.96  (feet) ADJUSTED
 GK0776  ______________________________________________________________________
 GK0776  GEOID HEIGHT    -        -25.809 (meters)                     GEOID18
 GK0776  DYNAMIC HEIGHT  -       1016.673 (meters)     3335.53  (feet) COMP
 GK0776  MODELED GRAVITY -    979,569.9   (mgal)                       NAVD 88
 GK0776
 GK0776  VERT ORDER      -  SECOND    CLASS 0
 GK0776
 GK0776.The horizontal coordinates were scaled from a map and have
 GK0776.an estimated accuracy of +/- 6 seconds.
 GK0776
 GK0776.The orthometric height was determined by differential leveling and
 GK0776.adjusted by the NATIONAL GEODETIC SURVEY
 GK0776.in June 1991.
 GK0776
 GK0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0776.GEOID18 height accuracy estimate available here.
 GK0776
 GK0776.Click photographs - Photos may exist for this station.
 GK0776
 GK0776.The dynamic height is computed by dividing the NAVD 88
 GK0776.geopotential number by the normal gravity value computed on the
 GK0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0776.degrees latitude (g = 980.6199 gals.).
 GK0776
 GK0776.The modeled gravity was interpolated from observed gravity values.
 GK0776
 GK0776;                    North         East    Units  Estimated Accuracy
 GK0776;SPC OK N     -   217,610.      277,230.      MT  (+/- 180 meters Scaled)
 GK0776
 GK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF663877(NAD 83)
 GK0776
 GK0776                          SUPERSEDED SURVEY CONTROL
 GK0776
 GK0776  NGVD 29 (??/??/92) 1017.266  (m)         3337.48   (f) ADJ UNCH    2 0
 GK0776
 GK0776.Superseded values are not recommended for survey control.
 GK0776
 GK0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0776.See file dsdata.pdf to determine how the superseded data were derived.
 GK0776
 GK0776_MARKER: DB = BENCH MARK DISK
 GK0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0776_STAMPING: C 76 1935
 GK0776_MARK LOGO: CGS
 GK0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0776+STABILITY: SURFACE MOTION
 GK0776
 GK0776  HISTORY     - Date     Condition        Report By
 GK0776  HISTORY     - 1935     MONUMENTED       CGS
 GK0776
 GK0776                          STATION DESCRIPTION
 GK0776
 GK0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0776'5.0 MI NW FROM HOUGH.
 GK0776'5.0 MI. N.W. ALONG HIGHWAY TO ROLLA, KANS.  ABOUT 0.4 MI. E. OF A TURN
 GK0776'IN THE HIGHWAY, ABOUT 39 FT. N. OF THE CENTER LINE OF THE HWY. AND 1
 GK0776'1/2 FT. E. OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0223 ***********************************************************************
 FH0223  DESIGNATION -  C 77
 FH0223  PID         -  FH0223
 FH0223  STATE/COUNTY-  OK/SEQUOYAH
 FH0223  COUNTRY     -  US
 FH0223  USGS QUAD   -  FORT SMITH (2017)
 FH0223
 FH0223                         *CURRENT SURVEY CONTROL
 FH0223  ______________________________________________________________________
 FH0223* NAD 83(1986) POSITION- 35 22 32.     (N) 094 29 44.     (W)   SCALED
 FH0223* NAVD 88 ORTHO HEIGHT -   127.803 (meters)      419.30  (feet) ADJUSTED
 FH0223  ______________________________________________________________________
 FH0223  GEOID HEIGHT    -        -30.217 (meters)                     GEOID18
 FH0223  DYNAMIC HEIGHT  -        127.683 (meters)      418.91  (feet) COMP
 FH0223  MODELED GRAVITY -    979,689.2   (mgal)                       NAVD 88
 FH0223
 FH0223  VERT ORDER      -  SECOND    CLASS 0
 FH0223
 FH0223.The horizontal coordinates were scaled from a map and have
 FH0223.an estimated accuracy of +/- 6 seconds.
 FH0223
 FH0223.The orthometric height was determined by differential leveling and
 FH0223.adjusted by the NATIONAL GEODETIC SURVEY
 FH0223.in June 1991.
 FH0223
 FH0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0223.GEOID18 height accuracy estimate available here.
 FH0223
 FH0223.Click photographs - Photos may exist for this station.
 FH0223
 FH0223.The dynamic height is computed by dividing the NAVD 88
 FH0223.geopotential number by the normal gravity value computed on the
 FH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0223.degrees latitude (g = 980.6199 gals.).
 FH0223
 FH0223.The modeled gravity was interpolated from observed gravity values.
 FH0223
 FH0223;                    North         East    Units  Estimated Accuracy
 FH0223;SPC OK N     -    47,420.      918,390.      MT  (+/- 180 meters Scaled)
 FH0223
 FH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV641157(NAD 83)
 FH0223
 FH0223                          SUPERSEDED SURVEY CONTROL
 FH0223
 FH0223  NGVD 29 (??/??/92)  127.715  (m)          419.01   (f) ADJ UNCH    2 0
 FH0223
 FH0223.Superseded values are not recommended for survey control.
 FH0223
 FH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0223.See file dsdata.pdf to determine how the superseded data were derived.
 FH0223
 FH0223_MARKER: DB = BENCH MARK DISK
 FH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0223_STAMPING: C 77 1940
 FH0223_MARK LOGO: CGS
 FH0223_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0223+STABILITY: SURFACE MOTION
 FH0223
 FH0223  HISTORY     - Date     Condition        Report By
 FH0223  HISTORY     - 1940     MONUMENTED       CGS
 FH0223  HISTORY     - 1964     MARK NOT FOUND   USGS
 FH0223
 FH0223                          STATION DESCRIPTION
 FH0223
 FH0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0223'3.6 MI SW FROM MOFFETT.
 FH0223'TO REACH FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON
 FH0223'U.S. HIGHWAY NO. 64, GO 1.5 MILES, TURN LEFT (SOUTH) ONTO GRAVELED
 FH0223'ROAD, GO 1.0 MILE, TURN RIGHT (WEST) AT ROAD INTERSECTION AND
 FH0223'SECTION LINE, GO 1.0 MILE.  BENCH MARK IS NEAR SECTION LINE ROAD
 FH0223'INTERSECTION, 65 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD,
 FH0223'19 FEET EAST OF NORTH-SOUTH ROAD, 0.8 FOOT EAST OF FENCE LINE,
 FH0223'3.0 FEET SOUTH OF 4 X 4 INCH WOOD POST PAINTED WHITE PROJECTING
 FH0223'18 INCHES.  MONUMENT PROJECTS 0.6 FOOT.
 FH0223
 FH0223                          STATION RECOVERY (1964)
 FH0223
 FH0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FH0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0598 ***********************************************************************
 FH0598  DESIGNATION -  C 78
 FH0598  PID         -  FH0598
 FH0598  STATE/COUNTY-  OK/MUSKOGEE
 FH0598  COUNTRY     -  US
 FH0598  USGS QUAD   -  STIGLER NE (2018)
 FH0598
 FH0598                         *CURRENT SURVEY CONTROL
 FH0598  ______________________________________________________________________
 FH0598* NAD 83(1986) POSITION- 35 23 29.56   (N) 095 06 53.50   (W)   HD_HELD1
 FH0598* NAVD 88 ORTHO HEIGHT -   155.943 (meters)      511.62  (feet) ADJUSTED
 FH0598  ______________________________________________________________________
 FH0598  GEOID HEIGHT    -        -30.206 (meters)                     GEOID18
 FH0598  DYNAMIC HEIGHT  -        155.796 (meters)      511.14  (feet) COMP
 FH0598  MODELED GRAVITY -    979,689.7   (mgal)                       NAVD 88
 FH0598
 FH0598  VERT ORDER      -  SECOND    CLASS 0
 FH0598
 FH0598.The horizontal coordinates were determined by differentially corrected
 FH0598.hand held GPS observations or other comparable positioning techniques
 FH0598.and have an estimated accuracy of +/- 3 meters.
 FH0598
 FH0598.The orthometric height was determined by differential leveling and
 FH0598.adjusted by the NATIONAL GEODETIC SURVEY
 FH0598.in June 1991.
 FH0598
 FH0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0598.GEOID18 height accuracy estimate available here.
 FH0598
 FH0598.Click photographs - Photos may exist for this station.
 FH0598
 FH0598.The dynamic height is computed by dividing the NAVD 88
 FH0598.geopotential number by the normal gravity value computed on the
 FH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0598.degrees latitude (g = 980.6199 gals.).
 FH0598
 FH0598.The modeled gravity was interpolated from observed gravity values.
 FH0598
 FH0598;                    North         East    Units  Estimated Accuracy
 FH0598;SPC OK N     -    47,338.0     862,089.3     MT  (+/- 3 meters HH1 GPS) 
 FH0598
 FH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0792418518(NAD 83)
 FH0598
 FH0598                          SUPERSEDED SURVEY CONTROL
 FH0598
 FH0598  NGVD 29 (??/??/92)  155.830  (m)          511.25   (f) ADJ UNCH    2 0
 FH0598
 FH0598.Superseded values are not recommended for survey control.
 FH0598
 FH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0598.See file dsdata.pdf to determine how the superseded data were derived.
 FH0598
 FH0598_MARKER: DB = BENCH MARK DISK
 FH0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0598_STAMPING: C 78 1940
 FH0598_MARK LOGO: CGS
 FH0598_PROJECTION: PROJECTING 12 CENTIMETERS
 FH0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0598+STABILITY: SURFACE MOTION
 FH0598
 FH0598  HISTORY     - Date     Condition        Report By
 FH0598  HISTORY     - 1940     MONUMENTED       CGS
 FH0598  HISTORY     - 1960     GOOD             CGS
 FH0598  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0598
 FH0598                          STATION DESCRIPTION
 FH0598
 FH0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0598'8.8 MI S FROM WEBBERS FALLS.
 FH0598'8.8 MILES SOUTH OF POST OFFICE IN WEBBERS FALLS.  TO REACH FROM
 FH0598'POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0598'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0598'ROAD AND CONTINUE SOUTHWARD ON GRAVELED ROAD AND GRADED ROAD,
 FH0598'GO 8.1 MILES.  BENCH MARK IS ALONG GRADED DIRT ROAD, AT A
 FH0598'T-INTERSECTION, 49 FEET NORTHWEST OF CENTER LINE OF INTERSECTION,
 FH0598'43.5 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 17.5 FEET WEST
 FH0598'OF CENTER LINE OF NORTH-SOUTH ROAD, 2.4 FEET SOUTH OF A 4 X 4
 FH0598'INCH WOODEN POST PAINTED WHITE PROJECTING 1.8 FEET.  MONUMENT
 FH0598'PROJECTS 0.4 FOOT.
 FH0598
 FH0598                          STATION RECOVERY (1960)
 FH0598
 FH0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0598'RECOVERED IN GOOD CONDITION.
 FH0598
 FH0598                          STATION RECOVERY (2021)
 FH0598
 FH0598'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0598'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0738 ***********************************************************************
 FH0738  DESIGNATION -  C 79
 FH0738  PID         -  FH0738
 FH0738  STATE/COUNTY-  OK/WAGONER
 FH0738  COUNTRY     -  US
 FH0738  USGS QUAD   -  WAGONER WEST (2018)
 FH0738
 FH0738                         *CURRENT SURVEY CONTROL
 FH0738  ______________________________________________________________________
 FH0738* NAD 83(1986) POSITION- 35 57 20.     (N) 095 29 40.     (W)   SCALED
 FH0738* NAVD 88 ORTHO HEIGHT -   161.399 (meters)      529.52  (feet) ADJUSTED
 FH0738  ______________________________________________________________________
 FH0738  GEOID HEIGHT    -        -29.316 (meters)                     GEOID18
 FH0738  DYNAMIC HEIGHT  -        161.256 (meters)      529.05  (feet) COMP
 FH0738  MODELED GRAVITY -    979,744.6   (mgal)                       NAVD 88
 FH0738
 FH0738  VERT ORDER      -  SECOND    CLASS 0
 FH0738
 FH0738.The horizontal coordinates were scaled from a map and have
 FH0738.an estimated accuracy of +/- 6 seconds.
 FH0738
 FH0738.The orthometric height was determined by differential leveling and
 FH0738.adjusted by the NATIONAL GEODETIC SURVEY
 FH0738.in June 1991.
 FH0738
 FH0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0738.GEOID18 height accuracy estimate available here.
 FH0738
 FH0738.Click photographs - Photos may exist for this station.
 FH0738
 FH0738.The dynamic height is computed by dividing the NAVD 88
 FH0738.geopotential number by the normal gravity value computed on the
 FH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0738.degrees latitude (g = 980.6199 gals.).
 FH0738
 FH0738.The modeled gravity was interpolated from observed gravity values.
 FH0738
 FH0738;                    North         East    Units  Estimated Accuracy
 FH0738;SPC OK N     -   108,940.      826,000.      MT  (+/- 180 meters Scaled)
 FH0738
 FH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV750818(NAD 83)
 FH0738
 FH0738                          SUPERSEDED SURVEY CONTROL
 FH0738
 FH0738  NGVD 29 (??/??/92)  161.289  (m)          529.16   (f) ADJ UNCH    2 0
 FH0738
 FH0738.Superseded values are not recommended for survey control.
 FH0738
 FH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0738.See file dsdata.pdf to determine how the superseded data were derived.
 FH0738
 FH0738_MARKER: DB = BENCH MARK DISK
 FH0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0738_STAMPING: C 79 1940
 FH0738_MARK LOGO: CGS
 FH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0738+STABILITY: SURFACE MOTION
 FH0738
 FH0738  HISTORY     - Date     Condition        Report By
 FH0738  HISTORY     - 1940     MONUMENTED       CGS
 FH0738  HISTORY     - 1962     GOOD             USGS
 FH0738  HISTORY     - 1973     MARK NOT FOUND   NGS
 FH0738
 FH0738                          STATION DESCRIPTION
 FH0738
 FH0738'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FH0738'10.3 MI E FROM COWETA.
 FH0738'COWETA, ABOUT 8 1/2 MI. E. OF, IN NE 1/4 SEC. 16, T. 17 N.,
 FH0738'17 E., 76 FT. N. OF HWY, 51 BRIDGE OVER VERDIGRIS RIVER, 25 FT.
 FH0738'W. OF THE W. BANK OF THE RIVER, 4 FT. NE OF POWERLINE POLE, 2 1/2
 FH0738'FT. E. OF A WITNESS POST, IN CONCRETE POST, A STANDARD USC AND GS
 FH0738'DISK STAMPED C-79 1940.
 FH0738
 FH0738                          STATION RECOVERY (1973)
 FH0738
 FH0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FH0738'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0189 ***********************************************************************
 FJ0189  DESIGNATION -  C 8
 FJ0189  PID         -  FJ0189
 FJ0189  STATE/COUNTY-  OK/LINCOLN
 FJ0189  COUNTRY     -  US
 FJ0189  USGS QUAD   -  SPARKS (2018)
 FJ0189
 FJ0189                         *CURRENT SURVEY CONTROL
 FJ0189  ______________________________________________________________________
 FJ0189* NAD 83(1986) POSITION- 35 35 38.     (N) 096 45 51.     (W)   SCALED
 FJ0189* NAVD 88 ORTHO HEIGHT -   257.591 (meters)      845.11  (feet) ADJUSTED
 FJ0189  ______________________________________________________________________
 FJ0189  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 FJ0189  DYNAMIC HEIGHT  -        257.350 (meters)      844.32  (feet) COMP
 FJ0189  MODELED GRAVITY -    979,691.4   (mgal)                       NAVD 88
 FJ0189
 FJ0189  VERT ORDER      -  FIRST     CLASS II
 FJ0189
 FJ0189.The horizontal coordinates were scaled from a map and have
 FJ0189.an estimated accuracy of +/- 6 seconds.
 FJ0189
 FJ0189.The orthometric height was determined by differential leveling and
 FJ0189.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0189.in June 1991.
 FJ0189
 FJ0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0189.GEOID18 height accuracy estimate available here.
 FJ0189
 FJ0189.Click photographs - Photos may exist for this station.
 FJ0189
 FJ0189.The dynamic height is computed by dividing the NAVD 88
 FJ0189.geopotential number by the normal gravity value computed on the
 FJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0189.degrees latitude (g = 980.6199 gals.).
 FJ0189
 FJ0189.The modeled gravity was interpolated from observed gravity values.
 FJ0189
 FJ0189;                    North         East    Units  Estimated Accuracy
 FJ0189;SPC OK N     -    66,610.      711,990.      MT  (+/- 180 meters Scaled)
 FJ0189
 FJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE025412(NAD 83)
 FJ0189
 FJ0189                          SUPERSEDED SURVEY CONTROL
 FJ0189
 FJ0189  NGVD 29 (??/??/92)  257.498  (m)          844.81   (f) ADJ UNCH    1 2
 FJ0189
 FJ0189.Superseded values are not recommended for survey control.
 FJ0189
 FJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0189.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0189
 FJ0189_MARKER: DB = BENCH MARK DISK
 FJ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0189_STAMPING: 844.808 C 8 1933
 FJ0189_MARK LOGO: CGS
 FJ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0189+STABILITY: SURFACE MOTION
 FJ0189
 FJ0189  HISTORY     - Date     Condition        Report By
 FJ0189  HISTORY     - 1933     MONUMENTED       CGS
 FJ0189  HISTORY     - 1942     GOOD
 FJ0189
 FJ0189                          STATION DESCRIPTION
 FJ0189
 FJ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0189'4 MI SE FROM SPARKS.
 FJ0189'4 MILES SE OF SPARKS ON FT. S. AND W. R.R. AT MP 168/06.  100
 FJ0189'FEET W. OF TRACK AND 20 FEET N. OF HIGHWAY.  MARK IS STAMPED,
 FJ0189'844.808 C 8 1933.  NOTE-- THE RAILWAY HAS BEEN ABANDONED.
 FJ0189
 FJ0189                          STATION RECOVERY (1942)
 FJ0189
 FJ0189'RECOVERED 1942
 FJ0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0339 ***********************************************************************
 GL0339  DESIGNATION -  C 80 RESET
 GL0339  PID         -  GL0339
 GL0339  STATE/COUNTY-  OK/CIMARRON
 GL0339  COUNTRY     -  US
 GL0339  USGS QUAD   -  FELT NE (2018)
 GL0339
 GL0339                         *CURRENT SURVEY CONTROL
 GL0339  ______________________________________________________________________
 GL0339* NAD 83(1986) POSITION- 36 44 01.     (N) 102 47 14.     (W)   SCALED
 GL0339* NAVD 88 ORTHO HEIGHT -  1371.65  (meters)     4500.2   (feet) RESET
 GL0339  ______________________________________________________________________
 GL0339  GEOID HEIGHT    -        -23.063 (meters)                     GEOID18
 GL0339  VERT ORDER      -  THIRD
 GL0339
 GL0339.The horizontal coordinates were scaled from a map and have
 GL0339.an estimated accuracy of +/- 6 seconds.
 GL0339
 GL0339.The orthometric height was computed from unverified reset data.
 GL0339
 GL0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0339.GEOID18 height accuracy estimate available here.
 GL0339
 GL0339.Click photographs - Photos may exist for this station.
 GL0339
 GL0339;                    North         East    Units  Estimated Accuracy
 GL0339;SPC OK N     -   202,900.      172,580.      MT  (+/- 180 meters Scaled)
 GL0339
 GL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA975676(NAD 83)
 GL0339
 GL0339                          SUPERSEDED SURVEY CONTROL
 GL0339
 GL0339.No superseded survey control is available for this station.
 GL0339
 GL0339_MARKER: DB = BENCH MARK DISK
 GL0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0339_STAMPING: C 80 1941 RESET 1953
 GL0339_MARK LOGO: CGS
 GL0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0339+STABILITY: SURFACE MOTION
 GL0339
 GL0339  HISTORY     - Date     Condition        Report By
 GL0339  HISTORY     - 1953     MONUMENTED       OKDH
 GL0339  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0339
 GL0339                          STATION DESCRIPTION
 GL0339
 GL0339'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1953
 GL0339'14.8 MI W FROM BOISE CITY.
 GL0339'14.8 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE COURTHOUSE AT BOISE
 GL0339'CITY, CIMARRON COUNTY, AT THE INTERSECTION OF A ROAD LEADING SOUTH, AT
 GL0339'THE NORTHEAST CORNER OF SEC. 13, T 3 N, R 2 E, 64.6 FEET SOUTH OF THE
 GL0339'CENTER LINE OF THE HIGHWAY, AND 20 FEET WEST OF THE CENTER LINE OF THE
 GL0339'ROAD.  A STANDARD DISK, STAMPED C 80 1941 RESET 1953 AND SET IN THE
 GL0339'TOP OF A CONCRETE POST.
 GL0339
 GL0339                          STATION RECOVERY (1966)
 GL0339
 GL0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0434 ***********************************************************************
 EL0434  DESIGNATION -  C 81
 EL0434  PID         -  EL0434
 EL0434  STATE/COUNTY-  OK/CARTER
 EL0434  COUNTRY     -  US
 EL0434  USGS QUAD   -  GENE AUTRY (2018)
 EL0434
 EL0434                         *CURRENT SURVEY CONTROL
 EL0434  ______________________________________________________________________
 EL0434* NAD 83(1986) POSITION- 34 17 48.     (N) 097 01 44.     (W)   SCALED
 EL0434* NAVD 88 ORTHO HEIGHT -   220.250 (meters)      722.60  (feet) ADJUSTED
 EL0434  ______________________________________________________________________
 EL0434  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 EL0434  DYNAMIC HEIGHT  -        220.027 (meters)      721.87  (feet) COMP
 EL0434  MODELED GRAVITY -    979,618.1   (mgal)                       NAVD 88
 EL0434
 EL0434  VERT ORDER      -  SECOND    CLASS 0
 EL0434
 EL0434.This mark is at Ardmore(MUNI Airport (ADM)
 EL0434
 EL0434.The horizontal coordinates were scaled from a map and have
 EL0434.an estimated accuracy of +/- 6 seconds.
 EL0434
 EL0434.The orthometric height was determined by differential leveling and
 EL0434.adjusted by the NATIONAL GEODETIC SURVEY
 EL0434.in June 1991.
 EL0434
 EL0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0434.GEOID18 height accuracy estimate available here.
 EL0434
 EL0434.Click photographs - Photos may exist for this station.
 EL0434
 EL0434.The dynamic height is computed by dividing the NAVD 88
 EL0434.geopotential number by the normal gravity value computed on the
 EL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0434.degrees latitude (g = 980.6199 gals.).
 EL0434
 EL0434.The modeled gravity was interpolated from observed gravity values.
 EL0434
 EL0434;                    North         East    Units  Estimated Accuracy
 EL0434;SPC OK S     -   107,290.      689,400.      MT  (+/- 180 meters Scaled)
 EL0434
 EL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC814968(NAD 83)
 EL0434
 EL0434                          SUPERSEDED SURVEY CONTROL
 EL0434
 EL0434  NGVD 29 (??/??/92)  220.193  (m)          722.42   (f) ADJ UNCH    2 0
 EL0434
 EL0434.Superseded values are not recommended for survey control.
 EL0434
 EL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0434.See file dsdata.pdf to determine how the superseded data were derived.
 EL0434
 EL0434_MARKER: DB = BENCH MARK DISK
 EL0434_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0434_SP_SET: TOWER BASE
 EL0434_STAMPING: C 81 1945
 EL0434_MARK LOGO: CGS
 EL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0434+STABILITY: SURFACE MOTION
 EL0434
 EL0434  HISTORY     - Date     Condition        Report By
 EL0434  HISTORY     - 1945     MONUMENTED       CGS
 EL0434  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0434
 EL0434                          STATION DESCRIPTION
 EL0434
 EL0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0434'1.8 MI NE FROM GENE AUTRY.
 EL0434'1.8 MILES NORTHEAST.  AT THE ARDMORE ARMY AIR FIELD, IN THE
 EL0434'NORTHWEST CORNER OF THE NORTHWEST CONCRETE BASE OF THE CONTROL
 EL0434'TOWER.  A BRONZE DISK STAMPED C 81 1945 SET IN A DRILL HOLE IN
 EL0434'CONCRETE.
 EL0434
 EL0434                          STATION RECOVERY (1963)
 EL0434
 EL0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0266 ***********************************************************************
 FJ0266  DESIGNATION -  C 9
 FJ0266  PID         -  FJ0266
 FJ0266  STATE/COUNTY-  OK/OKLAHOMA
 FJ0266  COUNTRY     -  US
 FJ0266  USGS QUAD   -  HORSESHOE LAKE (2018)
 FJ0266
 FJ0266                         *CURRENT SURVEY CONTROL
 FJ0266  ______________________________________________________________________
 FJ0266* NAD 83(1986) POSITION- 35 34 27.     (N) 097 14 39.     (W)   SCALED
 FJ0266* NAVD 88 ORTHO HEIGHT -   347.356 (meters)     1139.62  (feet) ADJUSTED
 FJ0266  ______________________________________________________________________
 FJ0266  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 FJ0266  DYNAMIC HEIGHT  -        347.028 (meters)     1138.54  (feet) COMP
 FJ0266  MODELED GRAVITY -    979,678.0   (mgal)                       NAVD 88
 FJ0266
 FJ0266  VERT ORDER      -  FIRST     CLASS II
 FJ0266
 FJ0266.The horizontal coordinates were scaled from a map and have
 FJ0266.an estimated accuracy of +/- 6 seconds.
 FJ0266
 FJ0266.The orthometric height was determined by differential leveling and
 FJ0266.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0266.in August 1994.
 FJ0266
 FJ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0266.GEOID18 height accuracy estimate available here.
 FJ0266
 FJ0266.Click photographs - Photos may exist for this station.
 FJ0266
 FJ0266.The dynamic height is computed by dividing the NAVD 88
 FJ0266.geopotential number by the normal gravity value computed on the
 FJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0266.degrees latitude (g = 980.6199 gals.).
 FJ0266
 FJ0266.The modeled gravity was interpolated from observed gravity values.
 FJ0266
 FJ0266;                    North         East    Units  Estimated Accuracy
 FJ0266;SPC OK N     -    63,970.      668,510.      MT  (+/- 180 meters Scaled)
 FJ0266
 FJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE591381(NAD 83)
 FJ0266
 FJ0266                          SUPERSEDED SURVEY CONTROL
 FJ0266
 FJ0266  NAVD 88 (06/15/91)  347.394  (m)         1139.74   (f) SUPERSEDED  1 2
 FJ0266  NGVD 29 (??/??/92)  347.262  (m)         1139.31   (f) ADJ UNCH    1 2
 FJ0266
 FJ0266.Superseded values are not recommended for survey control.
 FJ0266
 FJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0266.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0266
 FJ0266_MARKER: DB = BENCH MARK DISK
 FJ0266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0266_SP_SET: CULVERT HEADWALL
 FJ0266_STAMPING: C 9 1933
 FJ0266_MARK LOGO: CGS
 FJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0266+STABILITY: SURFACE MOTION
 FJ0266
 FJ0266  HISTORY     - Date     Condition        Report By
 FJ0266  HISTORY     - 1933     MONUMENTED       CGS
 FJ0266  HISTORY     - 1956     MARK NOT FOUND   USGS
 FJ0266
 FJ0266                          STATION DESCRIPTION
 FJ0266
 FJ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0266'2.7 MI NE FROM JONES.
 FJ0266'2.7 MILES NE. OF JONES ON S.L.-S.F. R.R. AT MP 521/20.  35
 FJ0266'FEET E. OF TRACK AND 45 FEET N. OF PRIVATE CROSSING.
 FJ0266
 FJ0266                          STATION RECOVERY (1956)
 FJ0266
 FJ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FJ0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0334 ***********************************************************************
 EK0334  DESIGNATION -  C 99
 EK0334  PID         -  EK0334
 EK0334  STATE/COUNTY-  OK/MCCURTAIN
 EK0334  COUNTRY     -  US
 EK0334  USGS QUAD   -  WHITE ROCK MOUNTAIN (2018)
 EK0334
 EK0334                         *CURRENT SURVEY CONTROL
 EK0334  ______________________________________________________________________
 EK0334* NAD 83(1986) POSITION- 34 22 41.     (N) 094 50 36.     (W)   SCALED
 EK0334* NAVD 88 ORTHO HEIGHT -   231.975 (meters)      761.07  (feet) ADJUSTED
 EK0334  ______________________________________________________________________
 EK0334  GEOID HEIGHT    -        -30.652 (meters)                     GEOID18
 EK0334  DYNAMIC HEIGHT  -        231.721 (meters)      760.24  (feet) COMP
 EK0334  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 EK0334
 EK0334  VERT ORDER      -  SECOND    CLASS 0
 EK0334
 EK0334.The horizontal coordinates were scaled from a map and have
 EK0334.an estimated accuracy of +/- 6 seconds.
 EK0334
 EK0334.The orthometric height was determined by differential leveling and
 EK0334.adjusted by the NATIONAL GEODETIC SURVEY
 EK0334.in June 1991.
 EK0334
 EK0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0334.GEOID18 height accuracy estimate available here.
 EK0334
 EK0334.Click photographs - Photos may exist for this station.
 EK0334
 EK0334.The dynamic height is computed by dividing the NAVD 88
 EK0334.geopotential number by the normal gravity value computed on the
 EK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0334.degrees latitude (g = 980.6199 gals.).
 EK0334
 EK0334.The modeled gravity was interpolated from observed gravity values.
 EK0334
 EK0334;                    North         East    Units  Estimated Accuracy
 EK0334;SPC OK S     -   120,420.      890,270.      MT  (+/- 180 meters Scaled)
 EK0334
 EK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU305056(NAD 83)
 EK0334
 EK0334                          SUPERSEDED SURVEY CONTROL
 EK0334
 EK0334  NGVD 29 (??/??/92)  231.913  (m)          760.87   (f) ADJ UNCH    2 0
 EK0334
 EK0334.Superseded values are not recommended for survey control.
 EK0334
 EK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0334.See file dsdata.pdf to determine how the superseded data were derived.
 EK0334
 EK0334_MARKER: DB = BENCH MARK DISK
 EK0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0334_SP_SET: CULVERT HEADWALL
 EK0334_STAMPING: C 99 1960
 EK0334_MARK LOGO: CGS
 EK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0334+STABILITY: SURFACE MOTION
 EK0334
 EK0334  HISTORY     - Date     Condition        Report By
 EK0334  HISTORY     - 1960     MONUMENTED       CGS
 EK0334
 EK0334                          STATION DESCRIPTION
 EK0334
 EK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0334'1.6 MI NW FROM BETHEL.
 EK0334'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 EK0334'OFFICE AT BETHEL, THENCE 0.4 MILE WEST ALONG A PAVED ROAD, IN
 EK0334'SECTION 13, R 23 E, T 2 S, SET IN THE TOP AND NEAR THE CENTER
 EK0334'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 11 FEET SOUTH OF THE
 EK0334'CENTER LINE OF THE ROAD, AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 EK0334'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0760 ***********************************************************************
 GG0760  DESIGNATION -  CABIN
 GG0760  PID         -  GG0760
 GG0760  STATE/COUNTY-  OK/CRAIG
 GG0760  COUNTRY     -  US
 GG0760  USGS QUAD   -  VINITA (2019)
 GG0760
 GG0760                         *CURRENT SURVEY CONTROL
 GG0760  ______________________________________________________________________
 GG0760* NAD 83(1997) POSITION- 36 41 13.74704(N) 095 11 40.06383(W)   ADJUSTED
 GG0760* NAVD 88 ORTHO HEIGHT -   261.4   (meters)      858.    (feet) VERTCON3
 GG0760  ______________________________________________________________________
 GG0760  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 GG0760  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 GG0760  HORZ ORDER      -  SECOND
 GG0760
 GG0760.The horizontal coordinates were established by classical geodetic methods
 GG0760.and adjusted by the National Geodetic Survey in October 1998.
 GG0760
 GG0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0760
 GG0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0760.GEOID18 height accuracy estimate available here.
 GG0760
 GG0760.Click photographs - Photos may exist for this station.
 GG0760
 GG0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0760
 GG0760. The following values were computed from the NAD 83(1997) position.
 GG0760
 GG0760;                    North         East     Units Scale Factor Converg.
 GG0760;SPC OK N     -   190,821.906   850,706.700   MT  0.99998646   +1 39 20.4
 GG0760;SPC OK N     -   626,054.87  2,791,026.90   sFT  0.99998646   +1 39 20.4
 GG0760;UTM  15      - 4,062,411.903   303,934.517   MT  1.00007362   -1 18 41.4
 GG0760
 GG0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0760!SPC OK N     -   0.99996358  x   0.99998646  =   0.99995004
 GG0760!UTM  15      -   0.99996358  x   1.00007362  =   1.00003720
 GG0760
 GG0760:                Primary Azimuth Mark                     Grid Az
 GG0760:SPC OK N     -  CABIN AZ MK                              105 35 48.5
 GG0760:UTM  15      -  CABIN AZ MK                              108 33 50.3
 GG0760
 GG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0393462411(NAD 83)
 GG0760
 GG0760|---------------------------------------------------------------------|
 GG0760| PID    Reference Object                     Distance      Geod. Az  |
 GG0760|                                                           dddmmss.s |
 GG0760| CI1333 CABIN AZ MK                                        1071508.9 |
 GG0760| GG0759 VINITA MUNICIPAL TANK               APPROX. 5.8 KM 1501243.0 |
 GG0760| CI1334 CABIN RM 1                           25.786 METERS 18156     |
 GG0760| CI1335 CABIN RM 2                           20.875 METERS 28351     |
 GG0760|---------------------------------------------------------------------|
 GG0760
 GG0760                          SUPERSEDED SURVEY CONTROL
 GG0760
 GG0760  NAD 83(1993)-  36 41 13.74854(N)    095 11 40.06402(W) AD(       ) 2
 GG0760  NAD 83(1986)-  36 41 13.76972(N)    095 11 40.04913(W) AD(       ) 2
 GG0760  NAD 27      -  36 41 13.47400(N)    095 11 39.14690(W) AD(       ) 2
 GG0760  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 GG0760
 GG0760.Superseded values are not recommended for survey control.
 GG0760
 GG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0760.See file dsdata.pdf to determine how the superseded data were derived.
 GG0760
 GG0760_MARKER: DS = TRIANGULATION STATION DISK
 GG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0760_STAMPING: CABIN 1958
 GG0760_MARK LOGO: CGS
 GG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0760+STABILITY: SURFACE MOTION
 GG0760
 GG0760  HISTORY     - Date     Condition        Report By
 GG0760  HISTORY     - 1958     MONUMENTED       CGS
 GG0760  HISTORY     - 1968     SEE DESCRIPTION  USGS
 GG0760
 GG0760                          STATION DESCRIPTION
 GG0760
 GG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0760'THE STATION IS LOCATED ON A NORTH-SOUTH RIDGE ABOUT 4 MILES
 GG0760'NORTHWEST OF VINITA AND ABOUT 3 MILES WEST OF STATE HIGHWAY
 GG0760'NO. 2.  IT IS 120 FEET NORTHWEST OF THE NORTHWEST CORNER
 GG0760'OF A FARM HOUSE, 80 FEET WEST OF THE WEST SIDE OF A BARN,
 GG0760'79 FEET SOUTH OF A BOARD GATE AND 3 FEET SOUTH OF A WITNESS
 GG0760'POST.  THE MARK PROJECTS 8 INCHES AND IS STAMPED CABIN 1958.
 GG0760'
 GG0760'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE WEST CORNER
 GG0760'OF A SMALL BUILDING AND 47 FEET SOUTHWEST OF A FENCE CORNER.
 GG0760'THE MARK PROJECTS 6 INCHES AND IS STAMPED CABIN NO 1 1958.
 GG0760'
 GG0760'REFERENCE MARK NO. 2 IS 70 FEET SOUTHWEST OF A BOARD GATE
 GG0760'AND 51 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 GG0760'4 INCHES AND IS STAMPED CABIN NO 2 1958.
 GG0760'
 GG0760'AZIMUTH MARK IS ACROSS THE ROAD FROM A GREEN FARM HOUSE,
 GG0760'56 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 18 FEET
 GG0760'SOUTH OF THE CENTER OF A DIRT ROAD AND 2 FEET NORTH OF A FENCE.
 GG0760'THE MARK PROJECTS 6 INCHES AND IS STAMPED CABIN 1958.
 GG0760'
 GG0760'TO REACH THE STATION FROM THE POST OFFICE IN VINITA, GO
 GG0760'WEST ON U.S. HIGHWAYS NO. 60, 66, AND 69 FOR 1 BLOCK TO
 GG0760'JUNCTION WITH STATE HIGHWAY NO. 2, TURN RIGHT AND GO NORTH
 GG0760'ON STATE HIGHWAY NO. 2 FOR 2.3 MILES TO A CROSSROADS, TURN
 GG0760'LEFT AND GO WEST ON DIRT ROAD FOR 1.0 MILE TO A CROSSROADS,
 GG0760'CONTINUE STRAIGHT AHEAD, WEST, ON DIRT ROAD FOR 1.0 MILE TO A
 GG0760'CROSSROADS, TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 0.95 MILE
 GG0760'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE AHEAD,
 GG0760'WEST, ON DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AT
 GG0760'TOP OF HILL, TURN RIGHT AND GO NORTH FOR 0.15 MILE TO END OF
 GG0760'ROAD, FARM HOUSE AND STATION AS DESCRIBED.
 GG0760'
 GG0760'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GG0760
 GG0760                          STATION RECOVERY (1968)
 GG0760
 GG0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0760'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 GG0760'DESCRIBED.
 GG0760'
 GG0760'THE OLD DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0545 ***********************************************************************
 FJ0545  DESIGNATION -  CADDO
 FJ0545  PID         -  FJ0545
 FJ0545  STATE/COUNTY-  OK/CANADIAN
 FJ0545  COUNTRY     -  US
 FJ0545  USGS QUAD   -  EL RENO (2018)
 FJ0545
 FJ0545                         *CURRENT SURVEY CONTROL
 FJ0545  ______________________________________________________________________
 FJ0545* NAD 83(1993) POSITION- 35 36 33.57424(N) 097 59 31.80721(W)   ADJUSTED
 FJ0545* NAVD 88 ORTHO HEIGHT -   435.776 (meters)     1429.71  (feet) ADJUSTED
 FJ0545  ______________________________________________________________________
 FJ0545  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ0545  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 FJ0545  DYNAMIC HEIGHT  -        435.357 (meters)     1428.33  (feet) COMP
 FJ0545  MODELED GRAVITY -    979,657.9   (mgal)                       NAVD 88
 FJ0545
 FJ0545  HORZ ORDER      -  FIRST
 FJ0545  VERT ORDER      -  FIRST     CLASS II
 FJ0545
 FJ0545.The horizontal coordinates were established by classical geodetic methods
 FJ0545.and adjusted by the National Geodetic Survey in November 1994.
 FJ0545
 FJ0545.The orthometric height was determined by differential leveling and
 FJ0545.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0545.in June 1991.
 FJ0545
 FJ0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0545.GEOID18 height accuracy estimate available here.
 FJ0545
 FJ0545.Click photographs - Photos may exist for this station.
 FJ0545
 FJ0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0545
 FJ0545.The dynamic height is computed by dividing the NAVD 88
 FJ0545.geopotential number by the normal gravity value computed on the
 FJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0545.degrees latitude (g = 980.6199 gals.).
 FJ0545
 FJ0545.The modeled gravity was interpolated from observed gravity values.
 FJ0545
 FJ0545. The following values were computed from the NAD 83(1993) position.
 FJ0545
 FJ0545;                    North         East     Units Scale Factor Converg.
 FJ0545;SPC OK N     -    67,606.659   600,709.562   MT  0.99999253   +0 00 16.6
 FJ0545;SPC OK N     -   221,806.18  1,970,827.95   sFT  0.99999253   +0 00 16.6
 FJ0545;UTM  14      - 3,941,085.899   591,280.860   MT  0.99970268   +0 35 12.7
 FJ0545
 FJ0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0545!SPC OK N     -   0.99993585  x   0.99999253  =   0.99992838
 FJ0545!UTM  14      -   0.99993585  x   0.99970268  =   0.99963855
 FJ0545
 FJ0545:                Primary Azimuth Mark                     Grid Az
 FJ0545:SPC OK N     -  CADDO AZ MK                              141 57 36.9
 FJ0545:UTM  14      -  CADDO AZ MK                              141 22 40.8
 FJ0545
 FJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9128041085(NAD 83)
 FJ0545
 FJ0545|---------------------------------------------------------------------|
 FJ0545| PID    Reference Object                     Distance      Geod. Az  |
 FJ0545|                                                           dddmmss.s |
 FJ0545| FJ1125 CONCHO IND AGENCY E TANK            149.393 METERS 06648     |
 FJ0545| CL4399 CADDO RM 3                           67.035 METERS 07313     |
 FJ0545| CL4398 CADDO AZ MK                                        1415753.5 |
 FJ0545| FJ0546 CADDO RM 2                           19.110 METERS 35956     |
 FJ0545|---------------------------------------------------------------------|
 FJ0545
 FJ0545                          SUPERSEDED SURVEY CONTROL
 FJ0545
 FJ0545  NAD 83(1986)-  35 36 33.57882(N)    097 59 31.79200(W) AD(       ) 1
 FJ0545  NAD 27      -  35 36 33.40443(N)    097 59 30.60800(W) AD(       ) 1
 FJ0545  USSD        -  35 36 33.33300(N)    097 59 30.93200(W) AD(       ) 3
 FJ0545  NGVD 29 (??/??/92)  435.610  (m)         1429.16   (f) ADJ UNCH    1 2
 FJ0545  NGVD 29             435.61   (m)         1429.2    (f) LEVELING    3  
 FJ0545
 FJ0545.Superseded values are not recommended for survey control.
 FJ0545
 FJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0545.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0545
 FJ0545_MARKER: N = NAIL
 FJ0545_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FJ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0545+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2010
 FJ0545
 FJ0545  HISTORY     - Date     Condition        Report By
 FJ0545  HISTORY     - 1902     MONUMENTED       CGS
 FJ0545  HISTORY     - 1934     GOOD             CGS
 FJ0545  HISTORY     - 1934     GOOD             OKGS
 FJ0545  HISTORY     - 1935     GOOD             CGS
 FJ0545  HISTORY     - 1947     GOOD             CGS
 FJ0545  HISTORY     - 1953     GOOD             CGS
 FJ0545  HISTORY     - 1953     GOOD             CGS
 FJ0545  HISTORY     - 1955     GOOD             CGS
 FJ0545  HISTORY     - 20100423 GOOD             OKSLS
 FJ0545  HISTORY     - 20220914 MARK NOT FOUND   OKDOT
 FJ0545
 FJ0545                          STATION DESCRIPTION
 FJ0545
 FJ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 FJ0545'ABOUT 7 MILES A LITTLE WEST OF NORTH FROM EL RENO, IN SEC.
 FJ0545'17, T. 13 N., R. 7 W., ON HIGHEST POINT OF LAND IN CHEYENNE
 FJ0545'INDIAN SCHOOL RESERVATION, AND ABOUT 600 METERS (1,968 FEET)
 FJ0545'FROM CADDO SCHOOL.  SURFACE AND UNDERGROUND MARKS ARE IRON
 FJ0545'NAILS IN THE CENTER OF TERRA-COTTA PIPES 4 INCHES IN DIAMETER
 FJ0545'AND 2 FEET LONG, FILLED WITH CONCRETE AND SET IN CONCRETE.
 FJ0545'UNDERGROUND MARK IS 2 FEET BELOW SURFACE OF GROUND.  REFERENCE
 FJ0545'MARK IS NAIL IN THE CENTER OF A TERRA-COTTA PIPE FILLED WITH
 FJ0545'CONCRETE AND SET IN A BLOCK OF CONCRETE 1 FOOT IN DIAMETER,
 FJ0545'ON SAND DUNE AT EDGE OF SOME WOODS, 295.5 METERS (969 FEET)
 FJ0545'FROM STATION, N 31 DEG 51 MIN 57 DEC W.
 FJ0545
 FJ0545                          STATION RECOVERY (1934)
 FJ0545
 FJ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ0545'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 FJ0545'MARK DESTROYED.  PARTS OF CONCRETE FOUND IN A DITCH OUT IN SAND
 FJ0545'HILL IN WOVEN-WIRE FENCE LINE ON WEST SIDE OF ROAD LEADING
 FJ0545'TO CONCHO SCHOOL.
 FJ0545'
 FJ0545'STATION IS 6 MILES NORTH AND 1-1/2 MILES WEST OF EL RENO,
 FJ0545'0.4 MILE SOUTH OF CONCHO INDIAN SCHOOL, ABOUT 4 FEET SOUTH
 FJ0545'OF SOUTH RIGHT-OF-WAY FENCE OF THE ROAD, WEST OF A CURVE
 FJ0545'IN THE ROAD AND DIRECTLY SOUTH OF ROAD OUT IN THE SAND HILL.
 FJ0545
 FJ0545                          STATION RECOVERY (1934)
 FJ0545
 FJ0545'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 FJ0545'STATION WAS RECOVERED AS DESCRIBED BY W.B. IN 1902, ABOUT
 FJ0545'650 YARDS FROM THE SCHOOL BUILDING.
 FJ0545
 FJ0545                          STATION RECOVERY (1935)
 FJ0545
 FJ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FJ0545'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK, A NAIL
 FJ0545'IN A TERRA-COTTA PIPE WHICH IS FILLED WITH AND SET IN CONCRETE,
 FJ0545'IS IN GOOD CONDITION AND WAS NOT CHANGED, AS IT WAS THOUGHT
 FJ0545'THAT THE NAIL IN THE CENTER OF A CONCRETE FILLED TILE WILL
 FJ0545'NOT ATTRACT AS MUCH ATTENTION FROM THE INDIANS AT OR AROUND
 FJ0545'THE SCHOOL AS A BRONZE DISK.  REFERENCE MARK SET IN 1902
 FJ0545'HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  TWO NEW REFERENCE
 FJ0545'MARKS WERE ESTABLISHED.  THE STATION IS IN SEC. 17, T. 13
 FJ0545'N., R. 7 W., ON THE HIGHEST POINT OF LAND IN THE CHEYENNE
 FJ0545'INDIAN SCHOOL RESERVATION, AND ABOUT 600 METERS (1,968 FEET)
 FJ0545'FROM CADDO SCHOOL.  THE WITNESS MARK IS A DRILL HOLE IN
 FJ0545'A CONCRETE BLOCK AT THE GROUND SURFACE, 10.1 FEET SOUTH OF
 FJ0545'THE STATION.
 FJ0545'
 FJ0545'REFERENCE MARK NO. 1 (1935) IS A STANDARD DISK SET IN CONCRETE
 FJ0545'AS DESCRIBED, ON THE EAST SIDE OF THE MAIN HIGHWAY
 FJ0545'THROUGH THE CONCHO INDIAN SCHOOL GROUNDS, ABOUT 3 FEET WEST
 FJ0545'OF THE FENCE LINE BETWEEN THE HIGHWAY AND PASTURE 75 FEET
 FJ0545'SOUTH OF THE FENCE CORNER, AND 144.575 METERS (474.37 FEET)
 FJ0545'FROM THE STATION, S 89 DEG 46 MIN 13 SEC W.
 FJ0545'
 FJ0545'REFERENCE MARK NO. 2 (1935) IS A STANDARD DISK SET IN CONCRETE
 FJ0545'AS DESCRIBED, 1 FOOT SOUTH OF AN EAST-WEST FENCE,
 FJ0545'7 FEET NORTH OF A BANK, ABOUT 140 METERS EAST OF A NORTH-SOUTH
 FJ0545'HIGHWAY, 19.09 METERS (62.56 FEET) FROM THE STATION,
 FJ0545'N 00 DEG 04 MIN 43 SEC W.
 FJ0545'
 FJ0545'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 FJ0545'IS 145.6 METERS, N 262 DEG 14 MIN 15 SEC E.
 FJ0545'
 FJ0545'FROM STATION TO THE TOP CENTER OF WATER TANK AT
 FJ0545'U.S. REFORMATORY IS, S 9 DEG 35 MIN 24 SEC W, AZIMUTH FROM STATION
 FJ0545'TO LOW WATER TANK AT FORT RENO, 1902 IS, S 38 DEG 36 MIN 24 SEC W,
 FJ0545'FROM STATION TO THE LEFT (NEWER) WATER TANK AT CADDO SCHOOL
 FJ0545'IS, N 30 DEG 56 MIN 36 SEC W, AND FROM THE STATION TO THE TOP
 FJ0545'CENTER TOWN WATER TANK AT OKAREHE IS, N 04 DEG 47 MIN 09 SEC E.
 FJ0545
 FJ0545                          STATION RECOVERY (1947)
 FJ0545
 FJ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FJ0545'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 FJ0545'ADDITIONAL DETAILS ARE REQUIRED.
 FJ0545
 FJ0545                          STATION RECOVERY (1953)
 FJ0545
 FJ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FJ0545'4.7 MILES NORTH ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 FJ0545'WITH U.S. HIGHWAYS 270 AND 66 AT EL RENO, THENCE 2.2 MILES
 FJ0545'NORTHWEST ALONG AN OILED ROAD, 0.2 MILE SOUTH OF THE SOUTH
 FJ0545'BUILDING AT THE CONCHO INDIAN SCHOOL, 0.1 MILE EAST OF AN OILED
 FJ0545'ROAD, 0.1 MILE SOUTHWEST OF A WATER TOWER, 63.5 FEET SOUTH
 FJ0545'OF AN EAST AND WEST FENCE, 2 FEET NORTH OF A WITNESS POST,
 FJ0545'THE TOP OF A NAIL WHICH IS SET IN THE TOP OF THE CENTER OF
 FJ0545'AN 18 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FJ0545'
 FJ0545'CADDO R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 FJ0545'TO HAVE BEEN DESTROYED.
 FJ0545'
 FJ0545'CADDO R.M. 2 IS 62.5 FEET NORTH OF TRIANGULATION STATION
 FJ0545'CADDO 1902, 9 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH
 FJ0545'OF AN EAST AND WEST FENCE, A REFERENCE MARK DISK SET IN THE
 FJ0545'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 FJ0545'GROUND, STAMPED CADDO R M2 1902.
 FJ0545'
 FJ0545'THERE IS NO AZIMUTH MARK.
 FJ0545
 FJ0545                          STATION RECOVERY (1953)
 FJ0545
 FJ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FJ0545'6.9 MI NW FROM EL RENO.
 FJ0545'4.7 MILES NORTH ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 FJ0545'U.S. HIGHWAYS 270 AND 66 AT EL RENO, THENCE 2.2 MILES NORTHWEST
 FJ0545'ALONG AN OILED ROAD, 0.2 MILE SOUTH OF THE SOUTH BUILDING AT THE
 FJ0545'CONCHO INDIAN SCHOOL, 0.1 MILE EAST OF AN OILED ROAD, 0.1 MILE
 FJ0545'SOUTHWEST OF A WATER TOWER, 63.5 FEET SOUTH OF AN EAST AND WEST
 FJ0545'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF THE CENTER
 FJ0545'OF AN 18 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FJ0545'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED TO HAVE
 FJ0545'BEEN DESTROYED.  THERE IS NO AZIMUTH MARK.
 FJ0545
 FJ0545                          STATION RECOVERY (1955)
 FJ0545
 FJ0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0545'THE STATION MARK AND REFERENCE MARK NO. 2 WAS RECOVERED IN
 FJ0545'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 FJ0545'A LOCAL RESIDENT STATED THAT THE MARK HAD BEEN REMOVED BY
 FJ0545'CHILDREN FROM THE INDIAN SCHOOL.  THE INFORMATION WAS REGARDED
 FJ0545'AS BEING RELIABLE AND IT IS BELIEVED THAT THE MARK WAS DESTROYED.
 FJ0545'
 FJ0545'A NEW REFERENCE MARK AND AN AZIMUTH MARK WAS ESTABLISHED.
 FJ0545'A NEW DESCRIPTION FOLLOWS-
 FJ0545'
 FJ0545'THE STATION IS ABOUT 8 MILES SOUTH OF OKARCHE, 6 MILES
 FJ0545'NORTH-NORTHWEST OF EL RENO, 2 MILES WEST OF U.S. HIGHWAY 81,
 FJ0545'IN SEC. 17, T. 13 N., R. 7 W., ON THE HIGHEST POINT OF LAND
 FJ0545'ON THE CHEYENNE AND ARAPAHO INDIAN SCHOOL RESERVATION.
 FJ0545'
 FJ0545'TO REACH FROM THE CANADIAN COUNTY COURTHOUSE IN EL RENO,
 FJ0545'GO NORTH ON U.S. HIGHWAY 81 FOR 4.6 MILES TO THE ENTRANCE
 FJ0545'OF THE CHEYENNE ARAPAHO INDIAN SCHOOL ON THE LEFT, TURN
 FJ0545'LEFT, GO WESTERLY ON A PAVED ROAD FOR 1.6 MILES TO A WIDE
 FJ0545'CURVE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHERLY
 FJ0545'ON THEPAVED ROAD FOR 0.45 MILE TO A CROSSROAD AND A GATE
 FJ0545'ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE AND GO 0.1
 FJ0545'MILE TO THE TOP OF OF A LOW SANDY KNOLL AND THE STATION SITE.
 FJ0545'
 FJ0545'THE STATION MARK, A NAIL EMBED IN THE CENTER OF A CONCRETE
 FJ0545'FILLED TERRA-COTTA PIPE INCASED IN CONCRETE, APPROXIMATELY
 FJ0545'500 FEET SOUTHWEST OF AN ELEVATED WATER TANK, ON THE HIGHEST
 FJ0545'POINT OF A SANDY KNOLL, AND 4 FEET SOUTHEAST OF A WHITE POST.
 FJ0545'
 FJ0545'THE MARK IS LEVEL WITH THE GROUND SURFACE AND IS INSCRIBED
 FJ0545'USC AND GS 1902.
 FJ0545'
 FJ0545'REFERENCE MARK NO. 2, NORTH OF THE STATION, 30
 FJ0545'FEET NORTH OF THE CENTER OF A ROAD, 10 FEET SOUTHEAST OF A
 FJ0545'TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE LINE, PROJECTS 2
 FJ0545'INCHES AND THE DISK IS STAMPED RM 2 CADDO 1902.
 FJ0545'
 FJ0545'REFERENCE MARK NO. 3, NORTHEAST OF THE STATION,
 FJ0545'50 FEET NORTH OF THE CENTER OF A TRACK ROAD, 5 FEET SOUTHEAST
 FJ0545'OF A TELEPHONE POLE, PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FJ0545'CADDO NO 3 1902 1955.
 FJ0545'
 FJ0545'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE SOUTHEAST OF THE
 FJ0545'STATION, 55 FEET NORTH OF THE CENTER OF A PAVED ROAD, 6
 FJ0545'FEET NORTH OF A ROW OF SHELTER TREES, 2 FEET WEST OF A WHITE
 FJ0545'POST, 1 FOOT SOUTH OF A FENCE LINE, PROJECTS 8 INCHES AND
 FJ0545'THE DISK IS STAMPED CADDO 1902 1955.
 FJ0545
 FJ0545                          STATION RECOVERY (2010)
 FJ0545
 FJ0545'RECOVERY NOTE BY OKLAHOMA SOCIETY OF LAND SURVEYORS 2010 (JF)
 FJ0545'MONUMENT FOUND AS DESCRIBED
 FJ0545'CAP IS MISSING
 FJ0545
 FJ0545                          STATION RECOVERY (2022)
 FJ0545
 FJ0545'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0545'OKDOT WAS DENIED ACCESS TO MARK 3-16-2022 BECAUSE IT IS A NATIVE
 FJ0545'AMERICAN BURIAL GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0933 ***********************************************************************
 EL0933  DESIGNATION -  CADDO
 EL0933  PID         -  EL0933
 EL0933  STATE/COUNTY-  OK/STEPHENS
 EL0933  COUNTRY     -  US
 EL0933  USGS QUAD   -  COTTONWOOD CREEK (2018)
 EL0933
 EL0933                         *CURRENT SURVEY CONTROL
 EL0933  ______________________________________________________________________
 EL0933* NAD 83(1993) POSITION- 34 22 17.64025(N) 097 34 11.53293(W)   ADJUSTED
 EL0933* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 EL0933  ______________________________________________________________________
 EL0933  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 EL0933  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 EL0933  HORZ ORDER      -  SECOND
 EL0933
 EL0933.The horizontal coordinates were established by classical geodetic methods
 EL0933.and adjusted by the National Geodetic Survey in November 1994.
 EL0933
 EL0933.The orthometric height was scaled from a topographic map.
 EL0933
 EL0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0933.GEOID18 height accuracy estimate available here.
 EL0933
 EL0933.Click photographs - Photos may exist for this station.
 EL0933
 EL0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0933
 EL0933. The following values were computed from the NAD 83(1993) position.
 EL0933
 EL0933;                    North         East     Units Scale Factor Converg.
 EL0933;SPC OK S     -   115,248.363   639,561.206   MT  0.99994279   +0 14 38.9
 EL0933;SPC OK S     -   378,110.67  2,098,293.72   sFT  0.99994279   +0 14 38.9
 EL0933;UTM  14      - 3,804,282.424   631,496.558   MT  0.99981314   +0 48 27.0
 EL0933
 EL0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0933!SPC OK S     -   0.99995019  x   0.99994279  =   0.99989299
 EL0933!UTM  14      -   0.99995019  x   0.99981314  =   0.99976334
 EL0933
 EL0933:                Primary Azimuth Mark                     Grid Az
 EL0933:SPC OK S     -  CADDO AZ MK                              016 58 17.4
 EL0933:UTM  14      -  CADDO AZ MK                              016 24 29.3
 EL0933
 EL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3149604282(NAD 83)
 EL0933
 EL0933|---------------------------------------------------------------------|
 EL0933| PID    Reference Object                     Distance      Geod. Az  |
 EL0933|                                                           dddmmss.s |
 EL0933| EL0930 TUSSY PUMPING STA RADIO MAST        APPROX.12.6 KM 0091857.9 |
 EL0933| CX9094 CADDO AZ MK                                        0171256.3 |
 EL0933| CX9095 CADDO RM 1                            7.698 METERS 13924     |
 EL0933| CX9096 CADDO RM 2                            9.948 METERS 26548     |
 EL0933|---------------------------------------------------------------------|
 EL0933
 EL0933                          SUPERSEDED SURVEY CONTROL
 EL0933
 EL0933  NAD 83(1986)-  34 22 17.64413(N)    097 34 11.52007(W) AD(       ) 2
 EL0933  NAD 27      -  34 22 17.33170(N)    097 34 10.42750(W) AD(       ) 2
 EL0933
 EL0933.Superseded values are not recommended for survey control.
 EL0933
 EL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0933.See file dsdata.pdf to determine how the superseded data were derived.
 EL0933
 EL0933_MARKER: DS = TRIANGULATION STATION DISK
 EL0933_SETTING: 66 = SET IN ROCK OUTCROP
 EL0933_STAMPING: CADDO 1955
 EL0933_MARK LOGO: CGS
 EL0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0933+STABILITY: POSITION/ELEVATION WELL
 EL0933
 EL0933  HISTORY     - Date     Condition        Report By
 EL0933  HISTORY     - 1955     MONUMENTED       CGS
 EL0933  HISTORY     - 1963     GOOD             CGS
 EL0933
 EL0933                          STATION DESCRIPTION
 EL0933
 EL0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0933'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF VELMA, 7 MILES
 EL0933'NORTHEAST OF LOCO AND 5 MILES SOUTH OF COUNTY LINE, ON THE
 EL0933'NORTH EDGE AND NEAR THE SUMMIT OF A PROMINENT, WOODED HILL
 EL0933'AND IS ON LAND OWNED BY A.N. HARLEY OF COMANCHE.  IT IS NEAR
 EL0933'THE EDGE OF A LARGE ROCK OUTCROP OVERLOOKING THE VALLEY TO
 EL0933'THE NORTH AND EAST, 33 FEET NORTHWEST OF A POWERLINE POLE
 EL0933'AND IS SURROUNDED BY TIMBER AND BRUSH.  IT IS A STANDARD
 EL0933'BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP
 EL0933'AND THE DISK IS STAMPED CADDO 1955.
 EL0933'
 EL0933'REFERENCE MARK NO. 1 IS NEAR THE NORTH EDGE OF A LARGE ROCK
 EL0933'OUTCROP AND 15 FEET NORTH OF A POWERLINE POLE.  IT IS A
 EL0933'STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE
 EL0933'ROCK OUTCROP AND THE DISK IS STAMPED CADDO NO 1 1955.
 EL0933'
 EL0933'REFERENCE MARK NO. 2 IS NEAR THE NORTH EDGE OF A LARGE ROCK
 EL0933'OUTCROP AND 50 FEET NORTHWEST OF A POWERLINE POLE.  IT IS A
 EL0933'STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE
 EL0933'ROCK OUTCROP AND THE DISK IS STAMPED CADDO NO 2 1955.
 EL0933'
 EL0933'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 EL0933'MARK NO. 2 IS 51.77 FEET.
 EL0933'
 EL0933'THE AZIMUTH MARK IS 55 FEET WEST-NORTHWEST OF A PIPELINE
 EL0933'MARKER POST, 39 FEET NORTH OF THE CENTER OF A GRADED ROAD
 EL0933'AND 3.5 FEET EAST OF A WITNESS POST.  IT IS SET FLUSH WITH
 EL0933'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CADDO
 EL0933'1955.
 EL0933'
 EL0933'TO REACH THE STATION FROM THE POST OFFICE IN COUNTY LINE,
 EL0933'GO SOUTH ON A GRADED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN
 EL0933'RIGHT AND GO WEST ON A GRADED ROAD FOR 1.0 MILE TO A T ROAD
 EL0933'LEFT.  HERE TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 3.0
 EL0933'MILES TO A T CROSSROAD, TURN LEFT AND GO EAST ON A GRADED
 EL0933'ROAD FOR 0.7 MILE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EL0933'CONTINUE EAST FOR 0.1 MILE TO A CATTLE GUARD ON THE RIGHT,
 EL0933'TURN RIGHT AND GO SOUTHERLY ON A GRADED ROAD FOR 0.4 MILE
 EL0933'TO A T ROAD RIGHT, TURN RIGHT AND GO WEST ON A GRADED ROAD
 EL0933'FOR 0.15 MILE TO A POINT WHERE THE MAIN ROAD BEARS LEFT AT
 EL0933'THE TOP OF THE HILL.  HERE TURN RIGHT ON A TRACK ROAD
 EL0933'THROUGH THE TIMBER AND GO NORTHWESTERLY FOR 0.15 MILE TO A
 EL0933'POWERLINE CLEARING.  BEAR LEFT AND FOLLOW THE POWERLINE
 EL0933'CLEARING WESTERLY TO THE SUMMIT OF THE HILL AND THE STATION AS
 EL0933'DESCRIBED.
 EL0933
 EL0933                          STATION RECOVERY (1963)
 EL0933
 EL0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0933'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 EL0933'DESCRIBED.  A MICRO-WAVE TOWER HAS BEEN BUILT ON THE HILL
 EL0933'ABOUT 225 FEET SOUTHEAST OF THE STATION AND A ROAD BUILT
 EL0933'TO THE TOWER, THE ROAD REACHES THE TOP OF THE HILL ABOUT
 EL0933'60 FEET EAST OF THE STATION.
 EL0933'
 EL0933'TO REACH FOLLOW THE 1955 DESCRIPTION TO THE CATTLE GUARD
 EL0933'0.1 MILE EAST OF THE AZIMUTH MARK.  FROM THE CATTLE GUARD
 EL0933'FOLLOW ROAD SOUTHERLY FOR 0.45 MILE TO A T-INTERSECTION,
 EL0933'TURN RIGHT AND GO 0.15 MILE TO A FORK, TAKE RIGHT FORK AND
 EL0933'GO 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO
 EL0933'ANOTHER FORK, TAKE RIGHT FORK AND GO 0.15 MILE TO A SIDE
 EL0933'ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO TOP OF RIDGE
 EL0933'AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0743 ***********************************************************************
 EL0743  DESIGNATION -  CADDO MANNING SCHOOL CUPOLA
 EL0743  PID         -  EL0743
 EL0743  STATE/COUNTY-  OK/BRYAN
 EL0743  COUNTRY     -  US
 EL0743  USGS QUAD   -  CADDO NORTH (2018)
 EL0743
 EL0743                         *CURRENT SURVEY CONTROL
 EL0743  ______________________________________________________________________
 EL0743* NAD 83(1993) POSITION- 34 07 55.44430(N) 096 15 58.09903(W)   ADJUSTED
 EL0743  ______________________________________________________________________
 EL0743  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 EL0743  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 EL0743  HORZ ORDER      -  THIRD
 EL0743
 EL0743.The horizontal coordinates were established by classical geodetic methods
 EL0743.and adjusted by the National Geodetic Survey in November 1994.
 EL0743
 EL0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0743.GEOID18 height accuracy estimate available here.
 EL0743
 EL0743.Click photographs - Photos may exist for this station.
 EL0743
 EL0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0743
 EL0743. The following values were computed from the NAD 83(1993) position.
 EL0743
 EL0743;                    North         East     Units Scale Factor Converg.
 EL0743;SPC OK S     -    89,971.947   759,920.929   MT  0.99996688   +0 59 03.0
 EL0743;SPC OK S     -   295,182.96  2,493,173.91   sFT  0.99996688   +0 59 03.0
 EL0743;UTM  14      - 3,780,175.959   752,110.496   MT  1.00038357   +1 32 05.2
 EL0743
 EL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5211080175(NAD 83)
 EL0743
 EL0743                          SUPERSEDED SURVEY CONTROL
 EL0743
 EL0743  NAD 83(1986)-  34 07 55.45009(N)    096 15 58.09096(W) AD(       ) 3
 EL0743  NAD 27      -  34 07 55.11000(N)    096 15 57.13400(W) AD(       ) 3
 EL0743
 EL0743.Superseded values are not recommended for survey control.
 EL0743
 EL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0743.See file dsdata.pdf to determine how the superseded data were derived.
 EL0743
 EL0743_MARKER: 86 = CUPOLA
 EL0743
 EL0743  HISTORY     - Date     Condition        Report By
 EL0743  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0743
 EL0743                          STATION DESCRIPTION
 EL0743
 EL0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0743'STATION IS LOCATED IN THE NORTHWEST PART OF CADDO.  THE CUPOLA
 EL0743'IS PAINTED WHITE, HAS A DARK ROOF, AND IS ABOUT 50 FEET IN
 EL0743'HEIGHT.  THE CENTER OF THE CUPOLA WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0742 ***********************************************************************
 EL0742  DESIGNATION -  CADDO MUNICIPAL STANDPIPE
 EL0742  PID         -  EL0742
 EL0742  STATE/COUNTY-  OK/BRYAN
 EL0742  COUNTRY     -  US
 EL0742  USGS QUAD   -  CADDO NORTH (2018)
 EL0742
 EL0742                         *CURRENT SURVEY CONTROL
 EL0742  ______________________________________________________________________
 EL0742* NAD 83(1993) POSITION- 34 07 54.80222(N) 096 15 55.45426(W)   ADJUSTED
 EL0742  ______________________________________________________________________
 EL0742  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 EL0742  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC18
 EL0742  HORZ ORDER      -  THIRD
 EL0742
 EL0742.The horizontal coordinates were established by classical geodetic methods
 EL0742.and adjusted by the National Geodetic Survey in November 1994.
 EL0742
 EL0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0742.GEOID18 height accuracy estimate available here.
 EL0742
 EL0742.Click photographs - Photos may exist for this station.
 EL0742
 EL0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0742
 EL0742. The following values were computed from the NAD 83(1993) position.
 EL0742
 EL0742;                    North         East     Units Scale Factor Converg.
 EL0742;SPC OK S     -    89,953.331   759,989.023   MT  0.99996690   +0 59 04.5
 EL0742;SPC OK S     -   295,121.89  2,493,397.32   sFT  0.99996690   +0 59 04.5
 EL0742;UTM  14      - 3,780,157.991   752,178.794   MT  1.00038399   +1 32 06.7
 EL0742
 EL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5217880157(NAD 83)
 EL0742
 EL0742                          SUPERSEDED SURVEY CONTROL
 EL0742
 EL0742  NAD 83(1986)-  34 07 54.80822(N)    096 15 55.44618(W) AD(       ) 3
 EL0742  NAD 27      -  34 07 54.47700(N)    096 15 54.48800(W) AD(       ) 3
 EL0742
 EL0742.Superseded values are not recommended for survey control.
 EL0742
 EL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0742.See file dsdata.pdf to determine how the superseded data were derived.
 EL0742
 EL0742_MARKER: 52 = STANDPIPE TANK
 EL0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0742+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 EL0742
 EL0742  HISTORY     - Date     Condition        Report By
 EL0742  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0742  HISTORY     - 20120725 GOOD             GEOCAC
 EL0742
 EL0742                          STATION DESCRIPTION
 EL0742
 EL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0742'STATION IS LOCATED IN THE NORTHWEST PART OF CADDO.  IT IS
 EL0742'15 FEET IN DIAMETER, 60 FEET IN HEIGHT AND PAINTED SILVER.
 EL0742'THE CENTER OF THE STANDPIPE WAS INTERSECTED.
 EL0742
 EL0742                          STATION RECOVERY (2012)
 EL0742
 EL0742'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 EL0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1255 ***********************************************************************
 FJ1255  DESIGNATION -  CAIN
 FJ1255  PID         -  FJ1255
 FJ1255  STATE/COUNTY-  OK/CREEK
 FJ1255  COUNTRY     -  US
 FJ1255  USGS QUAD   -  DRUMRIGHT (2018)
 FJ1255
 FJ1255                         *CURRENT SURVEY CONTROL
 FJ1255  ______________________________________________________________________
 FJ1255* NAD 83(1993) POSITION- 35 56 06.27730(N) 096 33 45.70872(W)   ADJUSTED
 FJ1255* NAVD 88 ORTHO HEIGHT -   336.9   (meters)     1105.    (feet) VERTCON3
 FJ1255  ______________________________________________________________________
 FJ1255  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 FJ1255  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 FJ1255  HORZ ORDER      -  FIRST
 FJ1255
 FJ1255.The horizontal coordinates were established by classical geodetic methods
 FJ1255.and adjusted by the National Geodetic Survey in November 1994.
 FJ1255
 FJ1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1255
 FJ1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1255.GEOID18 height accuracy estimate available here.
 FJ1255
 FJ1255.Click photographs - Photos may exist for this station.
 FJ1255
 FJ1255.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1255
 FJ1255. The following values were computed from the NAD 83(1993) position.
 FJ1255
 FJ1255;                    North         East     Units Scale Factor Converg.
 FJ1255;SPC OK N     -   104,709.159   729,687.930   MT  0.99995359   +0 50 53.6
 FJ1255;SPC OK N     -   343,533.30  2,393,984.48   sFT  0.99995359   +0 50 53.6
 FJ1255;UTM  14      - 3,979,493.041   719,869.058   MT  1.00019571   +1 25 51.4
 FJ1255
 FJ1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1255!SPC OK N     -   0.99995156  x   0.99995359  =   0.99990515
 FJ1255!UTM  14      -   0.99995156  x   1.00019571  =   1.00014726
 FJ1255
 FJ1255:                Primary Azimuth Mark                     Grid Az
 FJ1255:SPC OK N     -  CAIN AZ MK                               164 23 44.4
 FJ1255:UTM  14      -  CAIN AZ MK                               163 48 46.6
 FJ1255
 FJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1986979493(NAD 83)
 FJ1255
 FJ1255|---------------------------------------------------------------------|
 FJ1255| PID    Reference Object                     Distance      Geod. Az  |
 FJ1255|                                                           dddmmss.s |
 FJ1255| CI1340 CAIN RM 1                            32.921 METERS 04612     |
 FJ1255| FJ1180 BRISTOW MUNICIPAL STANDPIPE         APPROX.18.5 KM 1251140.4 |
 FJ1255| CI1341 CAIN RM 2                            51.364 METERS 15218     |
 FJ1255| FJ1260 DEPEW MUNICIPAL TANK                APPROX.15.4 KM 1605453.5 |
 FJ1255| CI1339 CAIN AZ MK                                         1651438.0 |
 FJ1255| FJ1256 AMARILLO ST LOUIS AWY BCN 29B       APPROX. 4.6 KM 1751457.2 |
 FJ1255| FJ1253 SHAMROCK MUNICIPAL TANK             APPROX. 3.1 KM 2071634.1 |
 FJ1255| FJ1252 DRUMRIGHT MUNICIPAL TANK            APPROX. 6.9 KM 3275109.0 |
 FJ1255|---------------------------------------------------------------------|
 FJ1255
 FJ1255                          SUPERSEDED SURVEY CONTROL
 FJ1255
 FJ1255  NAD 83(1986)-  35 56 06.29080(N)    096 33 45.68829(W) AD(       ) 1
 FJ1255  NAD 27      -  35 56 06.05000(N)    096 33 44.63200(W) AD(       ) 1
 FJ1255  NGVD 29 (07/19/86)  336.8    (m)         1105.     (f) VERT ANG       
 FJ1255
 FJ1255.Superseded values are not recommended for survey control.
 FJ1255
 FJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1255.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1255
 FJ1255_MARKER: DS = TRIANGULATION STATION DISK
 FJ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1255_STAMPING: CAIN 1935
 FJ1255_MARK LOGO: CGS
 FJ1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1255+STABILITY: SURFACE MOTION
 FJ1255
 FJ1255  HISTORY     - Date     Condition        Report By
 FJ1255  HISTORY     - 1935     MONUMENTED       CGS
 FJ1255  HISTORY     - 1970     GOOD             NGS
 FJ1255  HISTORY     - 1975     GOOD             NGS
 FJ1255
 FJ1255                          STATION DESCRIPTION
 FJ1255
 FJ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1255'STATION IS LOCATED ABOUT 1.5 MILES EAST AND 1.5 MILES NORTH
 FJ1255'OF SHAMROCK AND 3.5 MILES SOUTH AND 1.5 MILES EAST OF DRUMRIGHT
 FJ1255'IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
 FJ1255'22, T. 17 N., R. 7 E., ON PROPERTY LEASED TO AN OIL COMPANY.
 FJ1255'
 FJ1255'REACHED FROM DRUMRIGHT AT THE SANTA FE RAILROAD CROSSING
 FJ1255'ON GRAND AVENUE BY GOING EAST FOR 0.65 MILE, TURN RIGHT
 FJ1255'(SOUTH) AND GO 6 MILES TO SHAMROCK, TURN LEFT (EAST) AND
 FJ1255'GO THROUGH THE MAIN STREET OF SHAMROCK, TURN LEFT (NORTHEAST)
 FJ1255'AND GO 0.4 MILE TO RAILROAD CROSSING, TURN RIGHT AT FIRST
 FJ1255'ROAD PAST CROSSING AND GO SOUTHEAST FOR 1.0 MILE TO CROSS
 FJ1255'ROAD, TURN LEFT (NORTH) AND GO 1.4 MILES ON WINDING ROAD TO
 FJ1255'ROAD FORK, TAKE LEFT FORK AND GO 0.2 MILE TO RAILROAD CROSSING
 FJ1255'AND WAREHOUSE, TAKE LEFT FORK JUST AFTER PASSING RAILROAD
 FJ1255'AND FOLLOW WINDING ROAD UP HILL TO TOP OF TIMBERED RIDGE AND
 FJ1255'STATION.  MARK IS SET 150 FEET SOUTHWEST OF HOUSE AND 200
 FJ1255'FEET NORTH OF WATER WELL.
 FJ1255'
 FJ1255'REFERENCE MARK NO. 1 IS 107.95 FEET (32.903 METERS) NORTHEAST
 FJ1255'OF STATION AND 27 FEET EAST OF GATE LEADING TO HOUSE.
 FJ1255'
 FJ1255'REFERENCE MARK NO. 2 IS 168.60 FEET (51.389 METERS)
 FJ1255'SOUTH-SOUTHEAST OF STATION, 48 FEET SOUTHWEST OF CENTER LINE
 FJ1255'OF ROAD AT POINT OF CURVE, AND 30 FEET EAST OF TIN HOUSE
 FJ1255'CONTAINING PUMP FOR WELL.
 FJ1255'
 FJ1255'AZIMUTH MARK IS REACHED BY GOING SOUTHEAST DOWN HILL FROM
 FJ1255'STATION 0.2 MILE TO RAILROAD TRACKS, TAKE RIGHT FORK JUST
 FJ1255'AFTER PASSING RAILROAD, AND GO 1.0 MILE.  MARK IS SET 15
 FJ1255'FEET EAST OF CENTER LINE OF ROAD.
 FJ1255'
 FJ1255'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FJ1255'BRONZE DISKS SET AS DESCRIBED.
 FJ1255'
 FJ1255'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1255
 FJ1255                          STATION RECOVERY (1970)
 FJ1255
 FJ1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 FJ1255'THE STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK, RM 1, AND
 FJ1255'RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 FJ1255'WAS NOT VISITED.  MEASURED QUANTITIES WERE AS SHOWN ABOVE.
 FJ1255
 FJ1255                          STATION RECOVERY (1975)
 FJ1255
 FJ1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FJ1255'STATION, REFERENCE MARKS AND AZIMUTH MARK ALL RECOVERED IN GOOD
 FJ1255'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1087 ***********************************************************************
 DN1087  DESIGNATION -  CALERA
 DN1087  PID         -  DN1087
 DN1087  STATE/COUNTY-  OK/BRYAN
 DN1087  COUNTRY     -  US
 DN1087  USGS QUAD   -  DURANT SOUTH (2018)
 DN1087
 DN1087                         *CURRENT SURVEY CONTROL
 DN1087  ______________________________________________________________________
 DN1087* NAD 83(1993) POSITION- 33 54 39.34154(N) 096 27 33.80070(W)   ADJUSTED
 DN1087* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 DN1087  ______________________________________________________________________
 DN1087  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DN1087  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DN1087  HORZ ORDER      -  FIRST
 DN1087
 DN1087.The horizontal coordinates were established by classical geodetic methods
 DN1087.and adjusted by the National Geodetic Survey in November 1994.
 DN1087
 DN1087.The orthometric height was scaled from a topographic map.
 DN1087
 DN1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1087.GEOID18 height accuracy estimate available here.
 DN1087
 DN1087.Click photographs - Photos may exist for this station.
 DN1087
 DN1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1087
 DN1087. The following values were computed from the NAD 83(1993) position.
 DN1087
 DN1087;                    North         East     Units Scale Factor Converg.
 DN1087;SPC OK S     -    65,156.655   742,472.501   MT  1.00000448   +0 52 28.1
 DN1087;SPC OK S     -   213,768.13  2,435,928.53   sFT  1.00000448   +0 52 28.1
 DN1087;SPC TXNC     - 2,250,709.795   788,703.233   MT  0.99998493   +1 06 46.6
 DN1087;SPC TXNC     - 7,384,203.72  2,587,603.86   sFT  0.99998493   +1 06 46.6
 DN1087;UTM  14      - 3,755,186.556   734,893.801   MT  1.00028022   +1 25 05.0
 DN1087
 DN1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1087!SPC OK S     -   0.99996821  x   1.00000448  =   0.99997269
 DN1087!SPC TXNC     -   0.99996821  x   0.99998493  =   0.99995314
 DN1087!UTM  14      -   0.99996821  x   1.00028022  =   1.00024842
 DN1087
 DN1087:                Primary Azimuth Mark                     Grid Az
 DN1087:SPC OK S     -  CALERA AZ MK                             050 25 21.1
 DN1087:SPC TXNC     -  CALERA AZ MK                             050 11 02.6
 DN1087:UTM  14      -  CALERA AZ MK                             049 52 44.2
 DN1087
 DN1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3489355186(NAD 83)
 DN1087
 DN1087|---------------------------------------------------------------------|
 DN1087| PID    Reference Object                     Distance      Geod. Az  |
 DN1087|                                                           dddmmss.s |
 DN1087| CX9099 CALERA AZ MK                                       0511749.2 |
 DN1087| DN1082 EAKER AIRPORT WATER TANK            APPROX. 6.4 KM 0572030.6 |
 DN1087| DN1081 EAKER AIRPORT CONTROL TOWER         APPROX. 6.7 KM 0573648.1 |
 DN1087| CX9100 CALERA RM 1                          26.592 METERS 18243     |
 DN1087| CX9101 CALERA RM 2                          26.987 METERS 27659     |
 DN1087|---------------------------------------------------------------------|
 DN1087
 DN1087                          SUPERSEDED SURVEY CONTROL
 DN1087
 DN1087  NAD 83(1986)-  33 54 39.34696(N)    096 27 33.79315(W) AD(       ) 1
 DN1087  NAD 27      -  33 54 38.98890(N)    096 27 32.82300(W) AD(       ) 1
 DN1087
 DN1087.Superseded values are not recommended for survey control.
 DN1087
 DN1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1087.See file dsdata.pdf to determine how the superseded data were derived.
 DN1087
 DN1087_MARKER: DS = TRIANGULATION STATION DISK
 DN1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1087_STAMPING: CALERA 1955
 DN1087_MARK LOGO: CGS
 DN1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1087+STABILITY: SURFACE MOTION
 DN1087
 DN1087  HISTORY     - Date     Condition        Report By
 DN1087  HISTORY     - 1955     MONUMENTED       CGS
 DN1087  HISTORY     - 1957     GOOD             CGS
 DN1087  HISTORY     - 1958     SEE DESCRIPTION  USGS
 DN1087
 DN1087                          STATION DESCRIPTION
 DN1087
 DN1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1087'THE STATION IS LOCATED JUST NORTHEAST OF THE HI-LAN TAVERN
 DN1087'ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 75, ABOUT 2 MILES
 DN1087'AIRLINE SOUTHWEST OF CALERA, 7 MILES AIRLINE SOUTHWEST OF
 DN1087'DURANT, AND 10 MILES AIRLINE NORTH-NORTHEAST OF DENISON,
 DN1087'TEXAS.
 DN1087'
 DN1087'TO REACH THE STATION FROM THE POST OFFICE IN CALERA GO
 DN1087'SOUTHWEST ON U.S. HIGHWAY 75 FOR 2.3 MILES TO THE HI-LAN
 DN1087'TAVERN AND THE STATION ON THE LEFT AT THE TOP OF A RISE.
 DN1087'
 DN1087'THE STATION MARK IS A STANDARD DISK STAMPED CALERA 1955 SET
 DN1087'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 DN1087'INCHES ABOVE THE GROUND.  IT IS 15 FEET SOUTHEAST OF A WITNESS
 DN1087'POST, 22 FEET SOUTHWEST OF A FENCE CORNER, AND 141 FEET
 DN1087'NORTH-NORTHEAST OF THE EAST CORNER OF THE TAVERN.
 DN1087'
 DN1087'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CALERA
 DN1087'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1087'THAT PROJECTS 6 INCHES ABOVE THE GROUND AND IS THE SAME
 DN1087'ELEVATION AS THE STATION.
 DN1087'
 DN1087'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CALERA NO
 DN1087'2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1087'THAT PROJECTS 6 INCHES ABOVE THE GROUND AND IS 1 FOOT HIGHER
 DN1087'THAN THE STATION.
 DN1087'
 DN1087'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF U.S.
 DN1087'HIGHWAY 75 AND IS A STANDARD DISK STAMPED CALERA 1955 SET
 DN1087'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1087'6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 DN1087'TRIANGULAR-BLAZED POWERLINE POLE AND 40 FEET NORTHWEST OF THE
 DN1087'CENTERLINE OF THE HIGHWAY.
 DN1087'
 DN1087'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S.
 DN1087'HIGHWAY 75 FOR 0.55 MILE TO A TRIANGULAR-BLAZED POWERLINE
 DN1087'POLE AND THE AZIMUTH MARK ON THE LEFT.
 DN1087
 DN1087                          STATION RECOVERY (1957)
 DN1087
 DN1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1087'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1087'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1087'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1087
 DN1087                          STATION RECOVERY (1958)
 DN1087
 DN1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1087'THE ABOVE MARK WAS PROBABLY DESTROYED IN GRADING FOR NEW 4
 DN1087'LANE HIGHWAY.  THE OWNER OF THE PROPERTY CLAIMS THAT IT HAS
 DN1087'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0881 ***********************************************************************
 GG0881  DESIGNATION -  CALIFORNIA 2
 GG0881  PID         -  GG0881
 GG0881  STATE/COUNTY-  OK/NOWATA
 GG0881  COUNTRY     -  US
 GG0881  USGS QUAD   -  BLUE MOUND (2018)
 GG0881
 GG0881                         *CURRENT SURVEY CONTROL
 GG0881  ______________________________________________________________________
 GG0881* NAD 83(1997) POSITION- 36 47 43.08673(N) 095 45 41.28936(W)   ADJUSTED
 GG0881* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GG0881  ______________________________________________________________________
 GG0881  GEOID HEIGHT    -        -29.391 (meters)                     GEOID18
 GG0881  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 GG0881  HORZ ORDER      -  FIRST
 GG0881
 GG0881.The horizontal coordinates were established by classical geodetic methods
 GG0881.and adjusted by the National Geodetic Survey in October 1998.
 GG0881
 GG0881.The orthometric height was scaled from a topographic map.
 GG0881
 GG0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0881.GEOID18 height accuracy estimate available here.
 GG0881
 GG0881.Click photographs - Photos may exist for this station.
 GG0881
 GG0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0881
 GG0881. The following values were computed from the NAD 83(1997) position.
 GG0881
 GG0881;                    North         East     Units Scale Factor Converg.
 GG0881;SPC OK N     -   201,504.114   799,771.591   MT  1.00000535   +1 19 15.8
 GG0881;SPC OK N     -   661,101.41  2,623,917.29   sFT  1.00000535   +1 19 15.8
 GG0881;UTM  15      - 4,075,722.874   253,611.060   MT  1.00034796   -1 39 17.4
 GG0881
 GG0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0881!SPC OK N     -   0.99995908  x   1.00000535  =   0.99996443
 GG0881!UTM  15      -   0.99995908  x   1.00034796  =   1.00030703
 GG0881
 GG0881:                Primary Azimuth Mark                     Grid Az
 GG0881:SPC OK N     -  MOORE                                    357 41 24.1
 GG0881:UTM  15      -  MOORE                                    000 39 57.3
 GG0881
 GG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5361175722(NAD 83)
 GG0881
 GG0881|---------------------------------------------------------------------|
 GG0881| PID    Reference Object                     Distance      Geod. Az  |
 GG0881|                                                           dddmmss.s |
 GG0881| GG0880 MOORE                               APPROX. 2.0 KM 3590039.9 |
 GG0881|---------------------------------------------------------------------|
 GG0881
 GG0881                          SUPERSEDED SURVEY CONTROL
 GG0881
 GG0881  NAD 83(1993)-  36 47 43.08901(N)    095 45 41.29012(W) AD(       ) 1
 GG0881  NAD 83(1986)-  36 47 43.10999(N)    095 45 41.26963(W) AD(       ) 1
 GG0881  NAD 27      -  36 47 42.79800(N)    095 45 40.33800(W) AD(       ) 1
 GG0881
 GG0881.Superseded values are not recommended for survey control.
 GG0881
 GG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0881.See file dsdata.pdf to determine how the superseded data were derived.
 GG0881
 GG0881_MARKER: DS = TRIANGULATION STATION DISK
 GG0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0881_STAMPING: CALIFORNIA 2 USGS 1934
 GG0881_MARK LOGO: CGS
 GG0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0881+STABILITY: SURFACE MOTION
 GG0881
 GG0881  HISTORY     - Date     Condition        Report By
 GG0881  HISTORY     - 1934     MONUMENTED       CGS
 GG0881  HISTORY     - 1977     GOOD             LOCSUR
 GG0881
 GG0881                          STATION DESCRIPTION
 GG0881
 GG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0881'AN OLD STATION OF THE U.S.G.S. REMARKED BY THE U.S.C. AND G.
 GG0881'SURVEY, LOCATED ABOUT 7 MILES N OF W OF DELAWARE AND 1.3
 GG0881'MILES S OF TRIANGULATION STATION MOORE.  A NEW MARK WAS
 GG0881'ESTABLISHED, A STANDARD TABLET SET IN A SQUARE BLOCK OF CONCRETE,
 GG0881'PROJECTING ABOUT 10 INCHES ABOVE GROUND.  NO ADDITIONAL MARKS
 GG0881'WERE ESTABLISHED.  OLD POINT WAS RECOVERED ONLY APPROXIMATELY
 GG0881'WITHIN A FOOT OF OLD LOCATION.
 GG0881'
 GG0881'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GG0881'
 GG0881'REACHED FROM STATION MOORE BY DRIVING SW ACROSS PASTURE LAND,
 GG0881'FOLLOWING DIM WHEEL TRACKS 0.75 MILE TO GATE IN NS FENCE LINE.
 GG0881'THIS GATE IS ABOUT 50 YARDS S OF TALL ROCK CAIRN MARKING
 GG0881'FENCE CORNER.  THENCE E THROUGH GATE AND SOUTHEASTERLY FOR
 GG0881'0.7 MILE TO GATE IN E-W FENCE LINE, WHICH IS NEAR AN OLD
 GG0881'CISTERN.  GO S THROUGH THIS GATE AND CONTINUE PAST OLD SALT
 GG0881'TROUGHS BEARING GRADUALLY EASTWARD, FOLLOWING GROUND BREAK
 GG0881'IN E SLOPE OF TABLE FOR 0.6 MILE TO STATION.  MAY BE REACHED
 GG0881'DIRECTLY FROM DELAWARE BY FOLLOWING DESCRIPTION OF
 GG0881'RECONNAISSANCE PARTY WHICH WAS NOT CHECKED BY OBSERVING PARTY.
 GG0881'THIS DESCRIPTION IS AS FOLLOWS-
 GG0881'
 GG0881'REACHED DIRECTLY FROM DELAWARE BY STATE HIGHWAY 16 N FOR
 GG0881'2.65 MILES, THENCE W ON DIRT ROAD 5.25 MILES TO RUTHDALE
 GG0881'CROSSROADS, THENCE S 2.8 MILES, KEEP RIGHT-HAND FORK 0.2
 GG0881'MILE AND TURN W AT MAIL BOXES 0.55 MILE TO WIRE GATE ON N
 GG0881'SIDE OF LANE.  TURN THROUGH THIS GATE AND FOLLOW RANCH TRAIL
 GG0881'NW 0.45 MILE TO ANOTHER GATE AND CONTINUE NW 0.25 MILE TO
 GG0881'OLD DRIVE PIPE ON LEFT.  LEAVE ROAD AND BEAR NORTHERLY 0.15
 GG0881'MILE TO STATION.
 GG0881'
 GG0881'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GG0881
 GG0881                          STATION RECOVERY (1977)
 GG0881
 GG0881'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (RMQ)
 GG0881'CALIFORNIA 2 USGS RECOVERED VERY GOOD-WELL PROTECTED IN PASTURE
 GG0881'LAND.
 GG0881'
 GG0881'NOT REF. SET.
 GG0881'
 GG0881'TO REACH FROM NOWATA CITY GO WEST ON HIGHWAY 60 SIX MILES, GO NORTH
 GG0881'ON COUNTY ROAD TO MOORE RANCH 4.7 MILES TO A GATE, GO NORTHWEST
 GG0881'THROUGH GATE AND PAST OIL WELLS FOR ABOUT 1.2 MILES ON DIRT ROAD TO
 GG0881'TOP OF RIDGE, STATION IS ABOUT 300 FT NE OF DIRT ROAD ON
 GG0881'HIGHPOINT NEAR EAST END OF RIDGE, PROJECTS 10 INCHES ABOVE GROUND.
 GG0881'
 GG0881'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES N OF W OF
 GG0881'DELAWARE. 1-1/3 MILES S OF STATION MOORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0678 ***********************************************************************
 GJ0678  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0678  DESIGNATION -  CAMARGO
 GJ0678  PID         -  GJ0678
 GJ0678  STATE/COUNTY-  OK/DEWEY
 GJ0678  COUNTRY     -  US
 GJ0678  USGS QUAD   -  CAMARGO (2018)
 GJ0678
 GJ0678                         *CURRENT SURVEY CONTROL
 GJ0678  ______________________________________________________________________
 GJ0678* NAD 83(2011) POSITION- 36 02 36.47867(N) 099 16 46.59751(W)   ADJUSTED
 GJ0678* NAD 83(2011) ELLIP HT-   598.894 (meters)        (06/27/12)   ADJUSTED
 GJ0678* NAD 83(2011) EPOCH   -  2010.00
 GJ0678* NAVD 88 ORTHO HEIGHT -   627.1   (meters)     2057.    (feet) GPS OBS
 GJ0678  ______________________________________________________________________
 GJ0678  NAVD 88 orthometric height was determined with an earlier geoid model
 GJ0678  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 GJ0678  NAD 83(2011) X  -   -832,651.569 (meters)                     COMP
 GJ0678  NAD 83(2011) Y  - -5,096,070.859 (meters)                     COMP
 GJ0678  NAD 83(2011) Z  -  3,732,444.873 (meters)                     COMP
 GJ0678  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 GJ0678
 GJ0678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0678  Standards:
 GJ0678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0678  -------------------------------------------------------------------
 GJ0678  NETWORK    0.41   1.16           0.18   0.15   0.59     -0.00013198
 GJ0678  -------------------------------------------------------------------
 GJ0678  Click here for local accuracies and other accuracy information.
 GJ0678
 GJ0678.The horizontal coordinates were established by GPS observations
 GJ0678.and adjusted by the National Geodetic Survey in June 2012.
 GJ0678
 GJ0678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0678.been affixed to the stable North American tectonic plate. See 
 GJ0678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0678
 GJ0678.The horizontal coordinates are valid at the epoch date displayed above
 GJ0678.which is a decimal equivalence of Year/Month/Day.
 GJ0678
 GJ0678.The orthometric height was determined by GPS observations and a
 GJ0678.high-resolution geoid model.
 GJ0678
 GJ0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0678.GEOID18 height accuracy estimate available here.
 GJ0678
 GJ0678.Click photographs - Photos may exist for this station.
 GJ0678
 GJ0678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0678
 GJ0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0678
 GJ0678.The ellipsoidal height was determined by GPS observations
 GJ0678.and is referenced to NAD 83.
 GJ0678
 GJ0678. The following values were computed from the NAD 83(2011) position.
 GJ0678
 GJ0678;                    North         East     Units Scale Factor Converg.
 GJ0678;SPC OK N     -   116,535.171   484,698.316   MT  0.99994774   -0 45 18.6
 GJ0678;SPC OK N     -   382,332.47  1,590,214.39   sFT  0.99994774   -0 45 18.6
 GJ0678;UTM  14      - 3,988,805.680   474,813.183   MT  0.99960782   -0 09 52.3
 GJ0678
 GJ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0678!SPC OK N     -   0.99990601  x   0.99994774  =   0.99985376
 GJ0678!UTM  14      -   0.99990601  x   0.99960782  =   0.99951387
 GJ0678
 GJ0678:                Primary Azimuth Mark                     Grid Az
 GJ0678:SPC OK N     -  CAMARGO AZ MK                            011 49 32.4
 GJ0678:UTM  14      -  CAMARGO AZ MK                            011 14 06.1
 GJ0678
 GJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME7481388805(NAD 83)
 GJ0678
 GJ0678|---------------------------------------------------------------------|
 GJ0678| PID    Reference Object                     Distance      Geod. Az  |
 GJ0678|                                                           dddmmss.s |
 GJ0678| CK9113 CAMARGO AZ MK                                      0110413.8 |
 GJ0678| CK9114 CAMARGO RM 1                         16.844 METERS 11605     |
 GJ0678| CK9115 CAMARGO RM 2                         22.623 METERS 18820     |
 GJ0678|---------------------------------------------------------------------|
 GJ0678
 GJ0678                          SUPERSEDED SURVEY CONTROL
 GJ0678
 GJ0678  NAD 83(2007)-  36 02 36.47834(N)    099 16 46.59885(W) AD(2002.00) 0
 GJ0678  ELLIP H (02/10/07)  598.917  (m)                       GP(2002.00)    
 GJ0678  ELLIP H (02/05/01)  598.924  (m)                       GP(       ) 2 2
 GJ0678  NAD 83(1993)-  36 02 36.47782(N)    099 16 46.59890(W) AD(       ) B
 GJ0678  ELLIP H (05/09/94)  598.931  (m)                       GP(       ) 4 2
 GJ0678  NAD 83(1986)-  36 02 36.48019(N)    099 16 46.58862(W) AD(       ) 2
 GJ0678  NAD 27      -  36 02 36.32090(N)    099 16 45.20863(W) AD(       ) 2
 GJ0678  NAVD 88 (09/15/97)  627.0    (m)  GEOID96  model used  GPS OBS        
 GJ0678  NAVD 88 (01/13/95)  627.1    (m)  UNKNOWN  model used  GPS OBS        
 GJ0678  NAVD 88 (05/09/94)  627.1    (m)  GEOID93  model used  GPS OBS        
 GJ0678
 GJ0678.Superseded values are not recommended for survey control.
 GJ0678
 GJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0678.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0678
 GJ0678_MARKER: DS = TRIANGULATION STATION DISK
 GJ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0678_STAMPING: CAMARGO 1963
 GJ0678_MARK LOGO: CGS
 GJ0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0678+STABILITY: SURFACE MOTION
 GJ0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0678+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1997
 GJ0678
 GJ0678  HISTORY     - Date     Condition        Report By
 GJ0678  HISTORY     - 1963     MONUMENTED       CGS
 GJ0678  HISTORY     - 1963     GOOD             CGS
 GJ0678  HISTORY     - 19930517 GOOD             NGS
 GJ0678  HISTORY     - 19970510 GOOD             NGS
 GJ0678
 GJ0678                          STATION DESCRIPTION
 GJ0678
 GJ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0678'THE STATION IS ABOUT 7-1/2 MILES SOUTH AND 1 MILE EAST OF VICI,
 GJ0678'1-1/2 MILES NORTH AND 1/2 MILE EAST OF CAMARGO AND ON THE EAST SIDE
 GJ0678'OF STATE HIGHWAY 34.
 GJ0678'
 GJ0678'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO EAST ON U. S.
 GJ0678'HIGHWAY 60 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 34, TURN
 GJ0678'RIGHT AND GO SOUTH ON STATE HIGHWAY 34 FOR 6.5 MILES TO THE AZIMUTH
 GJ0678'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.0 MILE TO
 GJ0678'THE STATION ON THE LEFT.
 GJ0678'
 GJ0678'THE STATION MARK IS A STANDARD DISK, STAMPED CAMARGO 1963, SET IN
 GJ0678'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0678'IS 13.1 FEET NORTHWEST OF A NORTHWEST GATE POST, 5.2 FEET NORTH OF
 GJ0678'THE CENTERLINE OF A GRADED SIDE ROAD LEADING EAST, 4.2 FEET WEST
 GJ0678'OF A NORTH-SOUTH FENCE, 5.3 FEET SOUTHEAST OF A METAL WITNESS
 GJ0678'POST, 62.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 34 AND
 GJ0678'ABOUT 5 FEET HIGHER.
 GJ0678'
 GJ0678'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMARGO NO 1 1963, SET
 GJ0678'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0678'IT IS 41.0 FEET EAST OF A SOUTHEAST GATE POST, 28.0 FEET NORTH OF
 GJ0678'THE CENTERLINE OF THE GRADED SIDE ROAD, 1.0 FOOT SOUTH OF AN
 GJ0678'EAST-WEST FENCE, 116.0 FEET EAST OF THE CENTERLINE OF STATE
 GJ0678'HIGHWAY 34 AND ABOUT 5 FEET HIGHER.  IT IS ABOUT THE SAME
 GJ0678'ELEVATION AS THE STATION.
 GJ0678'
 GJ0678'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMARGO NO 2 1963, SET
 GJ0678'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0678'IT IS 68.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 34, 22.0
 GJ0678'FEET SOUTH OF THE CENTERLINE OF THE GRADED SIDE ROAD, 2.0 FEET
 GJ0678'NORTHEAST OF A FENCE CORNER POST AND ABOUT 2 FOOT LOWER THAN THE
 GJ0678'STATION.
 GJ0678'
 GJ0678'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMARGO 1963, SET IN THE
 GJ0678'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0678'71.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 34 AND ABOUT 20.0
 GJ0678'FEET HIGHER, 5.8 FEET EAST OF A FENCE AND 2.7 FEET SOUTHWEST OF A
 GJ0678'METAL WITNESS POST.
 GJ0678
 GJ0678                          STATION RECOVERY (1963)
 GJ0678
 GJ0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0678'RECOVERED IN GOOD CONDITION.
 GJ0678
 GJ0678                          STATION RECOVERY (1993)
 GJ0678
 GJ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0678'NOTE--THERE IS A METAL SIGN ON THE RIGHT-OF-WAY AT THE STATION SITE
 GJ0678'THAT WILL BE REMOVED IN THE NEAR FUTURE.
 GJ0678'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 GJ0678'RECOVERED IN GOOD CONDITION.
 GJ0678'STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH OF VICI, 3 KM
 GJ0678'(1.85 MI) NORTH OF CAMARGO, ALONG STATE HIGHWAY 34, ON THE
 GJ0678'RIGHT-OF-WAY, AT A DIRT ROAD LEADING EAST DOWNHILL, ACROSS THE DIRT
 GJ0678'ROAD FROM A STANDPIPE, IN THE SOUTHEAST 1/4 OF SECTION 12, T 18 N, R
 GJ0678'20 W. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GJ0678'TO REACH FROM THE JUNCTION OF US HIGHWAY 60 AND STATE HIGHWAYS 51 AND
 GJ0678'34 SOUTH (JUST EAST OF VICI), GO SOUTH ON HIGHWAY 34 FOR 8.74 KM
 GJ0678'(5.45 MI) TO A DIRT CROSSROAD.  CONTINUE AHEAD FOR 1.77 KM (1.10 MI)
 GJ0678'TO THE AZIMUTH MARK ON THE RIGHT ON A HIGH CUTBANK AT A SLIGHT CURVE.
 GJ0678'CONTINUE AHEAD FOR 1.61 KM (1.00 MI) TO THE STATION ON THE LEFT AT
 GJ0678'THE ROAD LEFT.
 GJ0678'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 GJ0678'PROJECTING 30 CM ABOVE GROUND.  IT IS 18.6 M (61.0 FT) EAST OF, AND 1
 GJ0678'M (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 15.4 M (50.5 FT) NORTH OF
 GJ0678'THE DIRT ROAD CENTER, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE NORTH
 GJ0678'END OF A SMALL CONCRETE HEADWALL, 1.1 M (3.6 FT) WEST OF A PASTURE
 GJ0678'FENCE, 1.0 M (3.3 FT) NORTH-NORTHEAST OF A METAL WITNESS POST, AND
 GJ0678'1.1 M (3.6 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 GJ0678
 GJ0678                          STATION RECOVERY (1997)
 GJ0678
 GJ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 GJ0678'THE STATION WAS RECOVERED USING THE 1993 DESCRIPTION, ALL DIRECTIONS
 GJ0678'AND DISTANCES CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0943 ***********************************************************************
 GK0943  DESIGNATION -  CAMP
 GK0943  PID         -  GK0943
 GK0943  STATE/COUNTY-  OK/TEXAS
 GK0943  COUNTRY     -  US
 GK0943  USGS QUAD   -  GOODWELL SE (2018)
 GK0943
 GK0943                         *CURRENT SURVEY CONTROL
 GK0943  ______________________________________________________________________
 GK0943* NAD 83(1997) POSITION- 36 36 13.26033(N) 101 36 02.27969(W)   ADJUSTED
 GK0943* NAVD 88 ORTHO HEIGHT -  1002.2   (meters)     3288.    (feet) VERTCON3
 GK0943  ______________________________________________________________________
 GK0943  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 GK0943  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC18
 GK0943  HORZ ORDER      -  FIRST
 GK0943
 GK0943.The horizontal coordinates were established by classical geodetic methods
 GK0943.and adjusted by the National Geodetic Survey in October 1998.
 GK0943
 GK0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0943
 GK0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0943.GEOID18 height accuracy estimate available here.
 GK0943
 GK0943.Click photographs - Photos may exist for this station.
 GK0943
 GK0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0943
 GK0943. The following values were computed from the NAD 83(1997) position.
 GK0943
 GK0943;                    North         East     Units Scale Factor Converg.
 GK0943;SPC OK N     -   183,909.861   277,928.032   MT  0.99997432   -2 07 29.7
 GK0943;SPC OK N     -   603,377.60    911,835.55   sFT  0.99997432   -2 07 29.7
 GK0943;SPC TX N     - 1,288,872.861   190,995.066   MT  1.00012517   -0 03 30.0
 GK0943;SPC TX N     - 4,228,577.04    626,622.98   sFT  1.00012517   -0 03 30.0
 GK0943;UTM  14      - 4,054,058.206   267,387.216   MT  1.00026668   -1 33 05.0
 GK0943
 GK0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0943!SPC OK N     -   0.99984687  x   0.99997432  =   0.99982119
 GK0943!SPC TX N     -   0.99984687  x   1.00012517  =   0.99997202
 GK0943!UTM  14      -   0.99984687  x   1.00026668  =   1.00011351
 GK0943
 GK0943:                Primary Azimuth Mark                     Grid Az
 GK0943:SPC OK N     -  SMALL BLACK TANK                         233 51 23.4
 GK0943:SPC TX N     -  SMALL BLACK TANK                         231 47 23.7
 GK0943:UTM  14      -  SMALL BLACK TANK                         233 16 58.7
 GK0943
 GK0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6738754058(NAD 83)
 GK0943
 GK0943|---------------------------------------------------------------------|
 GK0943| PID    Reference Object                     Distance      Geod. Az  |
 GK0943|                                                           dddmmss.s |
 GK0943| GK0818 GUYMON BLACK MUN STANDPIPE          APPROX.14.0 KM 0514058.8 |
 GK0943| CM9202 SMALL BLACK TANK                                   2314353.7 |
 GK0943| GK0944 GOODWELL MUNICIPAL TANK             APPROX. 3.4 KM 2505443.0 |
 GK0943| CM8578 CAMP RM 2                                          2630443.8 |
 GK0943| CM8577 CAMP RM 1                            65.014 METERS 35923     |
 GK0943|---------------------------------------------------------------------|
 GK0943
 GK0943                          SUPERSEDED SURVEY CONTROL
 GK0943
 GK0943  NAD 83(1993)-  36 36 13.26028(N)    101 36 02.27993(W) AD(       ) 1
 GK0943  NAD 83(1986)-  36 36 13.26911(N)    101 36 02.26187(W) AD(       ) 1
 GK0943  NAD 27      -  36 36 13.18800(N)    101 36 00.67800(W) AD(       ) 1
 GK0943  NGVD 29 (07/19/86) 1001.7    (m)         3286.     (f) VERT ANG       
 GK0943
 GK0943.Superseded values are not recommended for survey control.
 GK0943
 GK0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0943.See file dsdata.pdf to determine how the superseded data were derived.
 GK0943
 GK0943_MARKER: DS = TRIANGULATION STATION DISK
 GK0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0943_STAMPING: CAMP 1931
 GK0943_MARK LOGO: CGS
 GK0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0943+STABILITY: SURFACE MOTION
 GK0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0943+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 GK0943
 GK0943  HISTORY     - Date     Condition        Report By
 GK0943  HISTORY     - 1931     MONUMENTED       CGS
 GK0943  HISTORY     - 1963     MARK NOT FOUND   CGS
 GK0943  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0943  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0943  HISTORY     - 20030221 GOOD             INDIV
 GK0943
 GK0943                          STATION DESCRIPTION
 GK0943
 GK0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0943'STATION IS ABOUT 2 MILES NE BY E OF GOODWELL, IN THE SW CORNER
 GK0943'OF SEC. 30, T 2 N, R 14 E.
 GK0943'
 GK0943'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GK0943'CONCRETE POSTS.  NO UNDERGROUND MARK SET.
 GK0943'
 GK0943'REFERENCE MARK NO. 1 IS 41 FEET E OF CENTER LINE OF ROAD,
 GK0943'2.0 FEET W OF N-S FENCE ON PROJECTION OF E-W FENCE LINE, AND
 GK0943'213.30 FEET FROM STATION, N 0 DEG 37 MIN W, AND PROJECTS
 GK0943'ABOUT 2 INCHES ABOVE GROUND.
 GK0943'
 GK0943'REFERENCE MARK NO. 2 IS 230 FEET E OF INTERSECTION OF U.S.
 GK0943'HIGHWAY 54 AND SECTION LINE ROAD, 111 FEET SE OF CENTER LINE
 GK0943'OF HIGHWAY, 33.5 FEET N OF CENTER LINE OF ROAD AND APPROXIMATELY
 GK0943'0.5 MILE FROM STATION, S 83 DEG 05 MIN W, AND
 GK0943'PROJECTS 4 INCHES ABOVE GROUND.
 GK0943'
 GK0943'OTHER AZIMUTHS FROM THE STATION ARE AS FOLLOWS--SMALL BLACK
 GK0943'TANK, DISTANT APPROXIMATELY 3/4 MILE, 51 DEG 43 MIN 55 SEC.
 GK0943'GOODWELL, MUNICIPAL WATER TANK, 70 DEG 54 MIN 45 SEC.  GUYMON,
 GK0943'BLACK, MUNICIPAL STANDPIPE, CENTER, 231 DEG 41 MIN 01 SEC.
 GK0943'
 GK0943'TO REACH STATION FROM GOODWELL RAILROAD STATION, CROSS RAILROAD,
 GK0943'TURN LEFT ON HIGHWAY AND GO NE 1.3 MILES TO SECTION LINE ROAD
 GK0943'TO E, GO E 0.6 MILE TO STATION IN FARMYARD ABOUT 100 YARDS N OF
 GK0943'ROAD INTERSECTION.
 GK0943
 GK0943                          STATION RECOVERY (1963)
 GK0943
 GK0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 GK0943'THE STATION MARK AND R.M. 1 WERE SEARCHED FOR FOR 2 HOURS AND WERE
 GK0943'NOT FOUND.  IT IS BELIEVED THAT THE 2 MARKS HAVE BEEN DESTROYED.
 GK0943'
 GK0943'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED.
 GK0943
 GK0943                          STATION RECOVERY (1971)
 GK0943
 GK0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JEK)
 GK0943'STA. MK. AND R.M. 1 WERE NOT FOUND.  R.M. 2 WAS FOUND IN
 GK0943'GOOD CONDITION AS DESCRIBED.
 GK0943'
 GK0943'NO ANGLES WERE TURNED AT THIS TIME.
 GK0943
 GK0943                          STATION RECOVERY (1971)
 GK0943
 GK0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GLD)
 GK0943'THE STATION MARK AND R.M. 1 WERE SEARCHED FOR FOR 1 HR. AND
 GK0943'WERE NOT FOUND.
 GK0943'
 GK0943'REFERENCE MARK NUMBER 2 WAS RECOVERED AS DESCRIBED.
 GK0943
 GK0943                          STATION RECOVERY (2003)
 GK0943
 GK0943'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WTC)
 GK0943'CENTERLINE OF IRRIGATION WELL BEARS S 84 DEG 35 MIN 49 SEC E,
 GK0943'58.129(M) (190.71 FEET).
 GK0943'CORNER TO SEC. 25 AND 36, T2N-R13ECM AND SEC. 30 AND 31, T2N-R14ECM,
 GK0943'TEXAS COUNTY, STATE OF OKLAHOMA, BEARS S 06 DEG 18 MIN 17 SEC W,
 GK0943'122.557 (M) (402.09 FEET).
 GK0943'OVERHEAD POWERLINE RUNNING NORTH AND SOUTH IS 2(M) WEST.
 GK0943'REFERENCE MARKS WERE NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1033 ***********************************************************************
 EM1033  DESIGNATION -  CAMPBELL
 EM1033  PID         -  EM1033
 EM1033  STATE/COUNTY-  OK/HARMON
 EM1033  COUNTRY     -  US
 EM1033  USGS QUAD   -  LOUIS (2018)
 EM1033
 EM1033                         *CURRENT SURVEY CONTROL
 EM1033  ______________________________________________________________________
 EM1033* NAD 83(1993) POSITION- 34 32 10.01867(N) 099 49 35.83788(W)   ADJUSTED
 EM1033* NAVD 88 ORTHO HEIGHT -   487.9   (meters)     1601.    (feet) VERTCON3
 EM1033  ______________________________________________________________________
 EM1033  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 EM1033  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 EM1033  HORZ ORDER      -  SECOND
 EM1033
 EM1033.The horizontal coordinates were established by classical geodetic methods
 EM1033.and adjusted by the National Geodetic Survey in November 1994.
 EM1033
 EM1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1033
 EM1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1033.GEOID18 height accuracy estimate available here.
 EM1033
 EM1033.Click photographs - Photos may exist for this station.
 EM1033
 EM1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1033
 EM1033. The following values were computed from the NAD 83(1993) position.
 EM1033
 EM1033;                    North         East     Units Scale Factor Converg.
 EM1033;SPC OK S     -   134,933.607   432,335.316   MT  0.99993629   -1 02 12.6
 EM1033;SPC OK S     -   442,694.68  1,418,420.12   sFT  0.99993629   -1 02 12.6
 EM1033;SPC TXNC     - 2,319,002.012   478,193.484   MT  1.00020868   -0 43 24.7
 EM1033;SPC TXNC     - 7,608,259.10  1,568,873.12   sFT  1.00020868   -0 43 24.7
 EM1033;UTM  14      - 3,821,912.319   424,145.245   MT  0.99967092   -0 28 07.2
 EM1033
 EM1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1033!SPC OK S     -   0.99992785  x   0.99993629  =   0.99986414
 EM1033!SPC TXNC     -   0.99992785  x   1.00020868  =   1.00013651
 EM1033!UTM  14      -   0.99992785  x   0.99967092  =   0.99959879
 EM1033
 EM1033:                Primary Azimuth Mark                     Grid Az
 EM1033:SPC OK S     -  CAMPBELL 2 AZ MK                         024 10 49.4
 EM1033:SPC TXNC     -  CAMPBELL 2 AZ MK                         023 52 01.5
 EM1033:UTM  14      -  CAMPBELL 2 AZ MK                         023 36 44.0
 EM1033
 EM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2414521912(NAD 83)
 EM1033
 EM1033|---------------------------------------------------------------------|
 EM1033| PID    Reference Object                     Distance      Geod. Az  |
 EM1033|                                                           dddmmss.s |
 EM1033| EM1031 GOULD MUNICIPAL TANK                APPROX.15.8 KM 0190004.8 |
 EM1033| CX6847 CAMPBELL 2 AZ MK                                   0230836.8 |
 EM1033| EM1034 LOUIS HIGH SCHOOL CUPOLA            APPROX. 3.4 KM 0334909.8 |
 EM1033| CX6846 CAMPBELL RM 1                       108.033 METERS 09454     |
 EM1033| CX6845 CAMPBELL RM                         107.990 METERS 09456     |
 EM1033| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.17.8 KM 1102201.5 |
 EM1033| EM0974 QUANAH CITY WATER TANK              APPROX.27.5 KM 1625115.7 |
 EM1033| CX6848 CAMPBELL 2 RM 2                      10.601 METERS 16739     |
 EM1033| EM1035 CAMPBELL 2                           27.190 METERS 23622     |
 EM1033| CX6849 CAMPBELL 2 RM 3                      41.392 METERS 26827     |
 EM1033|---------------------------------------------------------------------|
 EM1033
 EM1033                          SUPERSEDED SURVEY CONTROL
 EM1033
 EM1033  NAD 83(1986)-  34 32 10.02434(N)    099 49 35.83053(W) AD(       ) 2
 EM1033  NAD 27      -  34 32 09.77900(N)    099 49 34.48600(W) AD(       ) 2
 EM1033  USSD        -  34 32 09.73000(N)    099 49 34.86300(W) AD(       ) 3
 EM1033  NGVD 29 (07/19/86)  487.7    (m)         1600.     (f) VERT ANG       
 EM1033
 EM1033.Superseded values are not recommended for survey control.
 EM1033
 EM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1033.See file dsdata.pdf to determine how the superseded data were derived.
 EM1033
 EM1033_MARKER: DS = TRIANGULATION STATION DISK
 EM1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1033_STAMPING: CAMPBELL 1923
 EM1033_MARK LOGO: CGS
 EM1033_PROJECTION: RECESSED 91 CENTIMETERS
 EM1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1033+STABILITY: SURFACE MOTION
 EM1033
 EM1033  HISTORY     - Date     Condition        Report By
 EM1033  HISTORY     - 1923     MONUMENTED       CGS
 EM1033  HISTORY     - 1934     GOOD             CGS
 EM1033  HISTORY     - 1937     GOOD             OKDH
 EM1033  HISTORY     - 1938     GOOD             OKDH
 EM1033  HISTORY     - 1961     POOR             USGS
 EM1033  HISTORY     - 1963     POOR             CGS
 EM1033  HISTORY     - 1967     GOOD             CGS
 EM1033  HISTORY     - 19780301 MARK NOT FOUND   USGS
 EM1033
 EM1033                          STATION DESCRIPTION
 EM1033
 EM1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1033'STATION IS ABOUT 10 MILES W AND 4 MILES N OF ELDORADO, IN
 EM1033'FENCE LINE ON N SIDE OF ROADWAY, AT S SIDE OF SE 1/4 SEC.
 EM1033'21, T 1 N, R 25 W, ON LAND BELONGING TO C.M. CAMPBELL, WHO
 EM1033'OWNS THE LAND ON BOTH SIDES OF THE ROADWAY, AND LIVES ABOUT
 EM1033'200 METERS (656 FEET) E OF STATION AT SE CORNER OF SEC. 21.
 EM1033'STATION IS ABOUT 1 MILE E OF RED RIVER AND COMMANDS A GOOD
 EM1033'VIEW OF IT FROM SW TO NW.
 EM1033'
 EM1033'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 EM1033'SET IN CONCRETE.
 EM1033'
 EM1033'REFERENCE MARK IS IN FENCE LINE AT S SIDE OF ROADWAY, AND
 EM1033'107.99 METERS (354.3 FEET) FROM STATION,
 EM1033'S 85 DEG 04 MIN 10 SEC E.
 EM1033'
 EM1033'ELEVATION OF STATION, 487.7 METERS (1,600 FEET).
 EM1033
 EM1033                          STATION RECOVERY (1934)
 EM1033
 EM1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1033'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK IS
 EM1033'LOCATED ABOUT 5 YARDS E OF GATE AT THE NE CORNER OF THE
 EM1033'LANGSTON BARNYARD.  LAND IS OWNED BY J.M. LANGSTON AND OCCUPIED
 EM1033'BY A.R. MC DANIEL.
 EM1033
 EM1033                          STATION RECOVERY (1937)
 EM1033
 EM1033'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM1033'STATION RECOVERED.  IT IS 1320 FEET N AND 392 FEET W OF
 EM1033'SE CORNER OF SEC. 24, T 23 N, R 16 W.
 EM1033
 EM1033                          STATION RECOVERY (1938)
 EM1033
 EM1033'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1938
 EM1033'TO REACH STATION FROM JUNCTION TEXAS HIGHWAY 16 AND OKLAHOMA
 EM1033'HIGHWAY 44 AT TEXAS-OKLAHOMA STATE LINE BY DRIVING NORTHERLY
 EM1033'ON OKLAHOMA HIGHWAY FOR 6.7 MILES TO POINT WHERE HIGHWAY
 EM1033'44 TURNS E.  CONTINUE NORTHERLY ON GRADED ROAD AND GO FOR
 EM1033'6.8 MILES TO CROSSROADS.  TURN RIGHT AND GO N FOR 2.0 MILES
 EM1033'TO CROSSROADS.  TURN AND GO W FOR 3.25 MILES TO TOP OF HILL
 EM1033'AND STATION ON RIGHT OF N OF ROAD.
 EM1033'
 EM1033'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EM1033'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 EM1033
 EM1033                          STATION RECOVERY (1961)
 EM1033
 EM1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM1033'STATION DISTURBED.  POST HAS BEEN HIT BY FARM MACHINERY
 EM1033'AND LEANS ABOUT 30 DEG.
 EM1033
 EM1033                          STATION RECOVERY (1963)
 EM1033
 EM1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1033'STATION RECOVERED, THE SURFACE MARK HAS BEEN HIT WITH FARM
 EM1033'EQUIPMENT AND TILTED OUT OF POSITION, UNDERGROUND MARK WAS
 EM1033'NOT UNCOVERED.  IT IS 19.5 FEET NORTH FROM THE CENTER OF
 EM1033'A NARROW GRADED ROAD AND 76.0 FEET NORTHWEST OF A POWER
 EM1033'LINE POLE (THE POWER LINE CROSSES THE ROAD AT THIS POLE).
 EM1033'THE STATION IS IN A CULTIVATED FIELD.
 EM1033'
 EM1033'REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION IN
 EM1033'A CULTIVATED FIELD, IT IS 17.0 FEET SOUTH FROM THE CENTER
 EM1033'OF A NARROW GRADED ROAD AND 50.5 FEET WEST-NORTHWEST OF
 EM1033'A POWER LINE POLE (THIS POLE IS THE SECOND ONE WEST OF A
 EM1033'CROSSROADS).  THE MARK IS ABOUT 1 INCH BELOW SURFACE OF
 EM1033'GROUND.
 EM1033'
 EM1033'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY
 EM1033'62 IN GOULD, GO SOUTH ON HIGHWAY 5 FOR 7.4 MILES TO CROSSROADS
 EM1033'AT STORE AND SERVICE STATION, CONTINUE SOUTH ON HIGHWAY
 EM1033'FOR 2.0 MILES TO CROSSROAD, TURN RIGHT, GO WEST FOR 3.05
 EM1033'MILES TO CROSSROADS, CONTINUE WEST FOR 0.1 MILE TO TOP OF
 EM1033'GRADE AND STATION ON THE RIGHT AS DESCRIBED.
 EM1033
 EM1033                          STATION RECOVERY (1967)
 EM1033
 EM1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1033'THE STATION AND REFERENCE MARK WERE RECOVERED.  THE SURFACE MARK
 EM1033'WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER.  THE UNDERGROUND
 EM1033'MARK WAS RECOVERED IN GOOD CONDITION AND LEFT INTACT.  TWO
 EM1033'REFERENCE MARKS AND AN AZIMUTH MARK ESTABLISHED FOR CAMPBELL 2 WERE
 EM1033'ALSO USED FOR THIS STATION.  A ROUTING TO THE STATION WAS NOT
 EM1033'NOTED IN THE 1923 DESCRIPTION.  A COMPLETE DESCRIPTION
 EM1033'FOLLOWS--
 EM1033'
 EM1033'THE STATION IS ABOUT 10-3/4 MILES SOUTH-SOUTHEAST OF HOLLIS, 14-1/2
 EM1033'MILES NORTH-NORTHEAST OF GOODLETT TEXAS, 2-1/2 MILES NORTH OF THE
 EM1033'HARMON-JACKSON COUNTY LINE AND ON THE PROPERTY OWNED BY JOHN
 EM1033'LANGSTON WHO LIVES AT A NEW FARM HOUSE ABOUT 1/3 OF A MILE
 EM1033'NORTH-EAST OF THE STATION.
 EM1033'
 EM1033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 EM1033'HIGHWAY 5 WHICH IS 0.1 MILE EAST OF THE POST OFFICE IN GOULD,
 EM1033'OKLAHOMA, GO SOUTH ON STATE HIGHWAY 5 FOR 7.1 MILES TO A STORE AND
 EM1033'A SERVICE STATION ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 5
 EM1033'FOR 2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST ON A GRADED
 EM1033'ROAD FOR 2.9 MILES TO A CROSSROADS AND AN OLD FARM HOUSE ON THE
 EM1033'RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT
 EM1033'AND GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 EM1033'ON THE RIGHT).  CONTINUE WEST ON A BLADED ROAD FOR 0.15 MILE
 EM1033'TO THE STATION ON THE RIGHT.
 EM1033'
 EM1033'THE STATION MARK IS A STANDARD DISK, STAMPED CAMPBELL 1923, THAT IS
 EM1033'SET 36 INCHES BELOW THE GROUND SURFACE.  IT IS 94.3 FEET NORTHEAST
 EM1033'OF A WITNESS POST, 76.6 FEET NORTHWEST OF A POWER LINE POLE, 36.3
 EM1033'FEET NORTH OF A WITNESS POST AND 20.5 FEET NORTH OF THE CENTERLINE
 EM1033'OF A BLADED ROAD.
 EM1033'
 EM1033'RESULTS OF A SECOND ORDER TRAVERSE.
 EM1033'
 EM1033'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMPBELL NO 1 1923,
 EM1033'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS 2 INCHES
 EM1033'BELOW THE GROUND SURFACE.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE
 EM1033'OF A BLADED ROAD, 50.5 FEET WEST-NORTHWEST OF A POWER LINE POLE
 EM1033'(THE SECOND POLE WEST OF THE CROSSROADS).  IT IS 5 FEET LOWER
 EM1033'THAN THE STATION.
 EM1033'
 EM1033'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMPBELL 2 NO 2 1967,
 EM1033'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1033'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 87.2 FEET NORTH OF A
 EM1033'WITNESS POST, 1.5 FEET EAST OF A WITNESS POST, 15.0 FEET SOUTH OF
 EM1033'THE CENTERLINE OF THE BLADED ROAD AND ABOUT 4 FEET HIGHER THAN THE
 EM1033'STATION.
 EM1033'
 EM1033'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAMPBELL 2 NO 3 1967,
 EM1033'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM1033'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 147.0 FEET WEST OF
 EM1033'A WITNESS POST, 76.2 FEET NORTHWEST OF A WITNESS POST, 27.0 FEET
 EM1033'NORTH OF THE CENTERLINE OF THE BLADED ROAD AND ABOUT 1 FOOT LOWER
 EM1033'THAN THE STATION.
 EM1033'
 EM1033'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPBELL 2 1967, SET
 EM1033'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1033'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 122.0 FEET NORTHWEST OF
 EM1033'THE NORTHWEST CORNER OF THE FARMHOUSE OWNED BY JOHN LANGSTON, 27.0
 EM1033'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 2.6 FEET WEST OF
 EM1033'A POWER LINE POLE WITH A TRANSFORMER AND 2.1 FEET EAST OF A
 EM1033'WITNESS POST.
 EM1033'
 EM1033'CAMPBELL 2 WAS ESTABLISHED BECAUSE THE LOCATION OF CAMPBELL 1923
 EM1033'INTERFERED WITH CULTIVATION.
 EM1033'
 EM1033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-3/4 MILES
 EM1033'SOUTH-SOUTHEAST OF HOLLIS.
 EM1033
 EM1033                          STATION RECOVERY (1978)
 EM1033
 EM1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (LSP)
 EM1033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0594 ***********************************************************************
 GJ0594  DESIGNATION -  CAMPBELL
 GJ0594  PID         -  GJ0594
 GJ0594  STATE/COUNTY-  OK/MAJOR
 GJ0594  COUNTRY     -  US
 GJ0594  USGS QUAD   -  TOGO (2018)
 GJ0594
 GJ0594                         *CURRENT SURVEY CONTROL
 GJ0594  ______________________________________________________________________
 GJ0594* NAD 83(1993) POSITION- 36 26 17.62685(N) 098 51 16.35898(W)   ADJUSTED
 GJ0594* NAVD 88 ORTHO HEIGHT -   511.    (meters)     1677.    (feet) SCALED
 GJ0594  ______________________________________________________________________
 GJ0594  GEOID HEIGHT    -        -28.037 (meters)                     GEOID18
 GJ0594  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 GJ0594  HORZ ORDER      -  FIRST
 GJ0594
 GJ0594.The horizontal coordinates were established by classical geodetic methods
 GJ0594.and adjusted by the National Geodetic Survey in November 1994.
 GJ0594
 GJ0594.The orthometric height was scaled from a topographic map.
 GJ0594
 GJ0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0594.GEOID18 height accuracy estimate available here.
 GJ0594
 GJ0594.Click photographs - Photos may exist for this station.
 GJ0594
 GJ0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0594
 GJ0594. The following values were computed from the NAD 83(1993) position.
 GJ0594
 GJ0594;                    North         East     Units Scale Factor Converg.
 GJ0594;SPC OK N     -   159,914.551   523,384.001   MT  0.99995654   -0 30 15.5
 GJ0594;SPC OK N     -   524,652.99  1,717,135.68   sFT  0.99995654   -0 30 15.5
 GJ0594;UTM  14      - 4,032,566.142   513,036.679   MT  0.99960209   +0 05 11.0
 GJ0594
 GJ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0594!SPC OK N     -   0.99992418  x   0.99995654  =   0.99988072
 GJ0594!UTM  14      -   0.99992418  x   0.99960209  =   0.99952630
 GJ0594
 GJ0594:                Primary Azimuth Mark                     Grid Az
 GJ0594:SPC OK N     -  CAMPBELL AZ MK                           345 27 59.2
 GJ0594:UTM  14      -  CAMPBELL AZ MK                           344 52 32.7
 GJ0594
 GJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1303632566(NAD 83)
 GJ0594
 GJ0594|---------------------------------------------------------------------|
 GJ0594| PID    Reference Object                     Distance      Geod. Az  |
 GJ0594|                                                           dddmmss.s |
 GJ0594| CK9125 CAMPBELL RM 1                        24.560 METERS 05957     |
 GJ0594| CK9126 CAMPBELL RM 2                        23.319 METERS 15613     |
 GJ0594| GJ0133 CAMPBELL AZ MK                                     3445743.7 |
 GJ0594| GJ0629 WAYNOKA MUNICIPAL STANPIPE          APPROX.16.6 KM 3574627.9 |
 GJ0594|---------------------------------------------------------------------|
 GJ0594
 GJ0594                          SUPERSEDED SURVEY CONTROL
 GJ0594
 GJ0594  NAD 83(1986)-  36 26 17.63088(N)    098 51 16.34615(W) AD(       ) 1
 GJ0594  NAD 27      -  36 26 17.50336(N)    098 51 15.01908(W) AD(       ) 1
 GJ0594
 GJ0594.Superseded values are not recommended for survey control.
 GJ0594
 GJ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0594.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0594
 GJ0594_MARKER: DS = TRIANGULATION STATION DISK
 GJ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0594_STAMPING: CAMPBELL 1934
 GJ0594_MARK LOGO: CGS
 GJ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0594+STABILITY: SURFACE MOTION
 GJ0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0594+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 GJ0594
 GJ0594  HISTORY     - Date     Condition        Report By
 GJ0594  HISTORY     - 1934     MONUMENTED       CGS
 GJ0594  HISTORY     - 1951     GOOD             CGS
 GJ0594  HISTORY     - 20090512 GOOD             AIRDAT
 GJ0594
 GJ0594                          STATION DESCRIPTION
 GJ0594
 GJ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0594'STATION IS LOCATED IN ABOUT THE MIDDLE OF THE SOUTHEAST QUARTER
 GJ0594'OF SEC. 25, T. 23 N., R. 16 W., ON A HIGH BLUFF OVERLOOKING
 GJ0594'THE CIMMARON RIVER TO THE NORTH AND EAST ON PASTURE LAND
 GJ0594'OWNED BY MR. RAY CAMPBELL WHICH BREAKS OFF SHARPLY TO THE NORTH,
 GJ0594'EAST AND WEST AND SLOPES GRADUALLY TO THE SOUTH.  THE MARK IS
 GJ0594'ABOUT 100 YARDS SOUTH OF A CAVE IN A ROCK FORMATION AND IS ON
 GJ0594'THE HIGHEST POINT ON RIDGE 81 FEET NORTH OF SOUTH EDGE, 101
 GJ0594'FEET WEST OF EAST EDGE WHERE RIDGE SLOPES OFF SHARPLY.
 GJ0594'
 GJ0594'TO REACH FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 14 AND 15,
 GJ0594'GO EAST ON STATE HIGHWAY 15 FOR 0.25 MILE AND TURN RIGHT ON
 GJ0594'T-ROAD.  GO SOUTH 2.25 MILES TO A GATE ON LEFT.  GO THROUGH GATE
 GJ0594'AND FOLLOW FARM TRAIL SOUTHEAST FOR 0.7 MILE TO TOP OF RIDGE.
 GJ0594'LEAVE TRAIL AND BEAR EAST AND NORTH UP RIDGE FOR 0.8 MILE TO
 GJ0594'HIGHEST POINT AND STATION.
 GJ0594'
 GJ0594'REFERENCE MARK NO. 1 IS SET 21 FEET WEST OF WHERE RIDGE BREAKS
 GJ0594'SHARPLY TO THE EAST.
 GJ0594'
 GJ0594'REFERENCE MARK NO. 2 IS SET ON SPINE OF RIDGE JUST NORTH OF
 GJ0594'WHERE IT SLOPES GRADUALLY TO THE SOUTH.
 GJ0594'
 GJ0594'AZIMUTH MARK IS SET IN EAST-WEST FENCE, 51-1/2 FEET WEST OF
 GJ0594'CENTERLINE OF STATE HIGHWAYS 14 AND 15, 42 FEET EAST OF EAST
 GJ0594'BUILDING LINE OF A COUNTRY SCHOOL, AND 144 FEET SOUTH OF SOUTH
 GJ0594'BUILDING LINE OF SCHOOL.
 GJ0594'
 GJ0594'TO REACH AZIMUTH MARK FROM STATION, GO TO GATE INTO PASTURE
 GJ0594'IN WHICH STATION IS LOCATED.  GO NORTH FOR 2.25 MILES AND TURN
 GJ0594'LEFT FOR 0.25 MILE TO A SMALL GASOLINE STATION.  GO NORTH FOR
 GJ0594'1.7 MILES TO A SCHOOL ON LEFT AND MARK IN EAST-WEST FENCE LINE.
 GJ0594'
 GJ0594'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0594'BRONZE DISKS SET IN CONCRETE.
 GJ0594'
 GJ0594'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GJ0594
 GJ0594                          STATION RECOVERY (1951)
 GJ0594
 GJ0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0594'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE
 GJ0594'MARK NUMBER 2, AND THE AZIMUTH MARK  WERE RECOVERED
 GJ0594'AND ARE IN GOOD CONDITION.  THE 1934 DIRECTION FOR REFERENCE
 GJ0594'MARK NUMBER 1 WAS FOUND TO BE IN ERROR.  THE OBSERVATIONS BY THIS
 GJ0594'PARTY WERE CHECKED AND THE 1951 DIRECTIONS ARE CORRECT.
 GJ0594'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0594'
 GJ0594'THE STATION IS LOCATED ON THE SUMMIT OF A RIDGE WHICH BREAKS
 GJ0594'OFF SHARPLY TO THE NORTH, EAST, AND WEST AND IS ON PASTURE
 GJ0594'LAND OWNED BY MR. RAY CAMPBELL.  THIS RIDGE IS ABOUT 12 MILES
 GJ0594'SOUTH-SOUTHEAST FROM WAYNOKA, ABOUT 1 MILE EAST FROM U.S.
 GJ0594'HIGHWAY 281 AND OVERLOOKS THE CIMMARON RIVER TO THE NORTHWARD.
 GJ0594'THE STATION IS SITUATED AT THE HIGHEST POINT, 6 FEET WEST OF
 GJ0594'A WITNESS POST.  IT IS STAMPED CAMPBELL 1934 AND PROJECTS 1
 GJ0594'INCH ABOVE THE SURFACE OF THE GROUND.
 GJ0594'
 GJ0594'REFERENCE MARK NO. 1 IS 1 FOOT LOWER THAN THE STATION.  IT IS
 GJ0594'STAMPED CAMPBELL NO 1 1934 AND PROJECTS 3 INCHES.
 GJ0594'
 GJ0594'REFERENCE MARK NO. 2 IS 3 FEET LOWER THAN THE STATION.  IT
 GJ0594'IS STAMPED CAMPBELL NO 2 1934 AND PROJECTS 6 INCHES.
 GJ0594'
 GJ0594'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS
 GJ0594'117.0 FEET.
 GJ0594'
 GJ0594'THE AZIMUTH MARK IS LOCATED IN A CULTIVATED FIELD, 45 FEET
 GJ0594'WEST FROM THE CENTER OF THE ROAD AND 24 FEET WEST OF A WITNESS
 GJ0594'POST.  IT IS STAMPED CAMPBELL 1934 AND IS FLUSH WITH THE SURFACE
 GJ0594'OF THE GROUND.
 GJ0594'
 GJ0594'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA, GO SOUTH
 GJ0594'ON U.S. HIGHWAY 281 FOR 6.2 MILES TO A CROSSROAD AND SIGN
 GJ0594'BELVA 6.  (FROM THIS POINT THE AZIMUTH MARK CAN BE REACHED
 GJ0594'BY TURNING LEFT AND GOING EAST FOR 0.5 MILE TO A CROSSROAD,
 GJ0594'TURN RIGHT ON A DIRT ROAD AND GO SOUTH FOR 0.3 MILE TO THE
 GJ0594'MARK ON THE RIGHT AS DESCRIBED.) FROM THE CROSSROAD AND
 GJ0594'SIGN CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 2.0 MILE TO A SIDE
 GJ0594'ROAD ON THE LEFT, TURN LEFT ON A GRADED ROAD AND GO EASTERLY
 GJ0594'FOR 0.6 MILE TO A T-ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW
 GJ0594'THE MAIN TRAVELED ROAD SOUTH FOR 2.2 MILES TO THE SECOND
 GJ0594'CATTLE GUARD.  CROSS THE GUARD AND BEAR LEFT ON A TRACK ROAD
 GJ0594'GOING SOUTHEASTERLY FOR 0.7 MILE TO THE TOP OF RIDGE,
 GJ0594'THENCE TURN LEFT ON A DIM TRACK ROAD AND GO NORTHERLY FOR
 GJ0594'0.45 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.  PASS
 GJ0594'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD
 GJ0594'(NORTHERLY) FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 GJ0594'STATION AS DESCRIBED.
 GJ0594
 GJ0594                          STATION RECOVERY (2009)
 GJ0594
 GJ0594'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 GJ0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0687 ***********************************************************************
 GJ0687  DESIGNATION -  CAMPBELL
 GJ0687  PID         -  GJ0687
 GJ0687  STATE/COUNTY-  OK/WOODWARD
 GJ0687  COUNTRY     -  US
 GJ0687  USGS QUAD   -  WOODWARD (2018)
 GJ0687
 GJ0687                         *CURRENT SURVEY CONTROL
 GJ0687  ______________________________________________________________________
 GJ0687* NAD 83(1993) POSITION- 36 22 36.06407(N) 099 25 06.60846(W)   ADJUSTED
 GJ0687* NAVD 88 ORTHO HEIGHT -   687.    (meters)     2254.    (feet) SCALED
 GJ0687  ______________________________________________________________________
 GJ0687  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 GJ0687  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 GJ0687  HORZ ORDER      -  SECOND
 GJ0687
 GJ0687.The horizontal coordinates were established by classical geodetic methods
 GJ0687.and adjusted by the National Geodetic Survey in November 1994.
 GJ0687
 GJ0687.The orthometric height was scaled from a topographic map.
 GJ0687
 GJ0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0687.GEOID18 height accuracy estimate available here.
 GJ0687
 GJ0687.Click photographs - Photos may exist for this station.
 GJ0687
 GJ0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0687
 GJ0687. The following values were computed from the NAD 83(1993) position.
 GJ0687
 GJ0687;                    North         East     Units Scale Factor Converg.
 GJ0687;SPC OK N     -   153,678.024   472,724.223   MT  0.99995205   -0 50 13.7
 GJ0687;SPC OK N     -   504,191.98  1,550,929.39   sFT  0.99995205   -0 50 13.7
 GJ0687;UTM  14      - 4,025,810.894   462,461.469   MT  0.99961736   -0 14 53.6
 GJ0687
 GJ0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0687!SPC OK N     -   0.99989659  x   0.99995205  =   0.99984864
 GJ0687!UTM  14      -   0.99989659  x   0.99961736  =   0.99951399
 GJ0687
 GJ0687:                Primary Azimuth Mark                     Grid Az
 GJ0687:SPC OK N     -  CAMPBELL AZ MK                           266 37 46.5
 GJ0687:UTM  14      -  CAMPBELL AZ MK                           266 02 26.4
 GJ0687
 GJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6246125810(NAD 83)
 GJ0687
 GJ0687|---------------------------------------------------------------------|
 GJ0687| PID    Reference Object                     Distance      Geod. Az  |
 GJ0687|                                                           dddmmss.s |
 GJ0687| CK9128 CAMPBELL RM 1                        16.219 METERS 08443     |
 GJ0687| CK9129 CAMPBELL RM 2                        12.770 METERS 17153     |
 GJ0687| CK9127 CAMPBELL AZ MK                                     2654732.8 |
 GJ0687|---------------------------------------------------------------------|
 GJ0687
 GJ0687                          SUPERSEDED SURVEY CONTROL
 GJ0687
 GJ0687  NAD 83(1986)-  36 22 36.06953(N)    099 25 06.59690(W) AD(       ) 2
 GJ0687  NAD 27      -  36 22 35.93274(N)    099 25 05.20390(W) AD(       ) 2
 GJ0687
 GJ0687.Superseded values are not recommended for survey control.
 GJ0687
 GJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0687.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0687
 GJ0687_MARKER: DS = TRIANGULATION STATION DISK
 GJ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0687_STAMPING: CAMPBELL 1963
 GJ0687_MARK LOGO: CGS
 GJ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0687+STABILITY: SURFACE MOTION
 GJ0687
 GJ0687  HISTORY     - Date     Condition        Report By
 GJ0687  HISTORY     - 1963     MONUMENTED       CGS
 GJ0687
 GJ0687                          STATION DESCRIPTION
 GJ0687
 GJ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0687'THE STATION IS ON A SMALL, BARE KNOLL, IN PASTURE LAND, ON THE NORTH
 GJ0687'SIDE OF A SECTION LINE ROAD.  IT IS ABOUT 12-1/2 MILES SOUTHWEST OF
 GJ0687'MOORELAND AND 4-1/2 MILES SOUTH-SOUTHWEST OF WOODWARD.
 GJ0687'
 GJ0687'TO REACH THE STATION FROM THE POST OFFICE IN WOODWARD, GO WEST ON
 GJ0687'MAIN STREET FOR 0.9 MILE TO THE JUNCTION WITH U. S. HIGHWAYS 270,
 GJ0687'183 AND STATE HIGHWAY 15.  TURN RIGHT AND CONTINUE WESTERLY FOR 1.0
 GJ0687'MILE TO WHERE U. S. HIGHWAYS 270 AND 183 TURNS RIGHT, NORTH, AND
 GJ0687'STATE HIGHWAY 15 CONTINUES STRAIGHT AHEAD AND A GRAVELED SIDE
 GJ0687'ROAD LEFT AT A DRIVE INN THEATER.  TURN LEFT AND GO SOUTH ON
 GJ0687'GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.  (TO REACH THE AZIMUTH
 GJ0687'MARK TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE MARK ON THE LEFT.)
 GJ0687'TURN LEFT AND GO EAST ON GRADED ROAD FOR 0.45 MILE TO A WIRE GATE ON
 GJ0687'THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO WEST-NORTHWEST
 GJ0687'ACROSS PASTURE FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 GJ0687'STATION.
 GJ0687'
 GJ0687'STATION MARK IS A STANDARD DISK, STAMPED CAMPBELL 1963, SET IN THE
 GJ0687'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 228
 GJ0687'FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 204 FEET NORTH OF A
 GJ0687'WIRE FENCE AND 5.5 FEET SOUTHWEST OF A WITNESS POST.
 GJ0687'
 GJ0687'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMPBELL NO 1 1963, SET
 GJ0687'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0687'IT IS 233 FEET NORTH OF THE CENTERLINE OF THE ROAD, 209 FEET NORTH
 GJ0687'OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0687'
 GJ0687'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMPBELL NO 2 1963, SET
 GJ0687'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GJ0687'IT IS 185 FEET NORTH OF THE CENTERLINE OF THE ROAD, 161 FEET NORTH
 GJ0687'OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0687'
 GJ0687'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPBELL 1963, SET IN THE
 GJ0687'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 22
 GJ0687'FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 3 FEET WEST OF A
 GJ0687'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1035 ***********************************************************************
 EM1035  DESIGNATION -  CAMPBELL 2
 EM1035  PID         -  EM1035
 EM1035  STATE/COUNTY-  OK/HARMON
 EM1035  COUNTRY     -  US
 EM1035  USGS QUAD   -  LOUIS (2018)
 EM1035
 EM1035                         *CURRENT SURVEY CONTROL
 EM1035  ______________________________________________________________________
 EM1035* NAD 83(1993) POSITION- 34 32 09.53001(N) 099 49 36.72570(W)   ADJUSTED
 EM1035* NAVD 88 ORTHO HEIGHT -   484.    (meters)     1588.    (feet) SCALED
 EM1035  ______________________________________________________________________
 EM1035  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 EM1035  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 EM1035  HORZ ORDER      -  FIRST
 EM1035
 EM1035.The horizontal coordinates were established by classical geodetic methods
 EM1035.and adjusted by the National Geodetic Survey in November 1994.
 EM1035
 EM1035.The orthometric height was scaled from a topographic map.
 EM1035
 EM1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1035.GEOID18 height accuracy estimate available here.
 EM1035
 EM1035.Click photographs - Photos may exist for this station.
 EM1035
 EM1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1035
 EM1035. The following values were computed from the NAD 83(1993) position.
 EM1035
 EM1035;                    North         East     Units Scale Factor Converg.
 EM1035;SPC OK S     -   134,918.962   432,312.409   MT  0.99993629   -1 02 13.1
 EM1035;SPC OK S     -   442,646.63  1,418,344.96   sFT  0.99993629   -1 02 13.1
 EM1035;UTM  14      - 3,821,897.452   424,122.490   MT  0.99967096   -0 28 07.7
 EM1035
 EM1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1035!SPC OK S     -   0.99992843  x   0.99993629  =   0.99986472
 EM1035!UTM  14      -   0.99992843  x   0.99967096  =   0.99959941
 EM1035
 EM1035:                Primary Azimuth Mark                     Grid Az
 EM1035:SPC OK S     -  CAMPBELL 2 AZ MK                         025 31 38.5
 EM1035:UTM  14      -  CAMPBELL 2 AZ MK                         024 57 33.1
 EM1035
 EM1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2412221897(NAD 83)
 EM1035
 EM1035|---------------------------------------------------------------------|
 EM1035| PID    Reference Object                     Distance      Geod. Az  |
 EM1035|                                                           dddmmss.s |
 EM1035| EM1031 GOULD MUNICIPAL TANK                APPROX.15.8 KM 0190339.8 |
 EM1035| CX6847 CAMPBELL 2 AZ MK                                   0242925.4 |
 EM1035| EM1033 CAMPBELL                             27.190 METERS 05622     |
 EM1035| CX6848 CAMPBELL 2 RM 2                      25.336 METERS 07918     |
 EM1035| CX6846 CAMPBELL RM 1                       130.342 METERS 08726     |
 EM1035| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.17.8 KM 1101746.4 |
 EM1035| EM0983 ELDORADO MUNICIPAL TANK             APPROX.18.7 KM 1120116.2 |
 EM1035| EM0997 QUANAH MUNICIPAL TANK               APPROX.27.9 KM 1653324.0 |
 EM1035| EM0998 QUANAH PANHANDLE CO TANK            APPROX.26.8 KM 1660538.6 |
 EM1035| CX6849 CAMPBELL 2 RM 3                      23.349 METERS 30639     |
 EM1035|---------------------------------------------------------------------|
 EM1035
 EM1035                          SUPERSEDED SURVEY CONTROL
 EM1035
 EM1035  NAD 83(1986)-  34 32 09.53591(N)    099 49 36.71793(W) AD(       ) 1
 EM1035  NAD 27      -  34 32 09.29035(N)    099 49 35.37378(W) AD(       ) 1
 EM1035
 EM1035.Superseded values are not recommended for survey control.
 EM1035
 EM1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1035.See file dsdata.pdf to determine how the superseded data were derived.
 EM1035
 EM1035_MARKER: DS = TRIANGULATION STATION DISK
 EM1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1035_STAMPING: CAMPBELL 2 1967
 EM1035_MARK LOGO: CGS
 EM1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1035+STABILITY: SURFACE MOTION
 EM1035
 EM1035  HISTORY     - Date     Condition        Report By
 EM1035  HISTORY     - 1967     MONUMENTED       CGS
 EM1035
 EM1035                          STATION DESCRIPTION
 EM1035
 EM1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1035'THE STATION IS ABOUT 10-3/4 MILES SOUTH-SOUTHEAST OF HOLLIS, 14-1/2
 EM1035'MILES NORTH-NORTHEAST OF GOODLETT, 2-1/2 MILES NORTH OF THE
 EM1035'HARMON-JACKSON COUNTY LINE AND ON THE PROPERTY OWNED BY JOHN
 EM1035'LANGSTON WHO LIVES AT A NEW FARM HOUSE ABOUT 1/3 OF A MILE
 EM1035'NORTH-EAST OF THE STATION.
 EM1035'
 EM1035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM1035'STATE HIGHWAY 5 WHICH IS 0.1 MILE EAST OF THE POST OFFICE IN GOULD,
 EM1035'OKLAHOMA, GO SOUTH ON STATE HIGHWAY 5 FOR 7.1 MILES TO A STORE AND
 EM1035'A SERVICE STATION ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 5
 EM1035'FOR 2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST ON A GRADED
 EM1035'ROAD FOR 2.9 MILES TO A CROSSROADS AND AN OLD FARM HOUSE ON THE
 EM1035'RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND
 EM1035'GO NORTH ON A GRAVELED ROAD FOR 0.35 MILES TO THE MARK ON THE
 EM1035'RIGHT).  CONTINUE WEST ON A BLADED ROAD FOR 0.15 MILE TO THE
 EM1035'STATION ON THE LEFT.
 EM1035'
 EM1035'THE STATION MARK IS A STANDARD DISK, STAMPED CAMPBELL 2 1967, SET
 EM1035'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1035'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 83.0 FEET WEST OF A METAL
 EM1035'WITNESS POST, 24.0 FEET SOUTH OF THE CENTERLINE OF A BLADED ROAD
 EM1035'AND 5.1 FEET NORTHEAST OF A WITNESS POST.  THE UNDERGROUND DISK
 EM1035'IS SET 46 INCHES BELOW THE GROUND SURFACE.
 EM1035'
 EM1035'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMPBELL NO 1 1923, SET
 EM1035'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS 2 INCHES BELOW
 EM1035'THE GROUND SURFACE.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE OF THE
 EM1035'BLADED ROAD, 50.5 FEET WEST-NORTHWEST OF A POWERLINE POLE (THE
 EM1035'SECOND POLE WEST OF THE CROSSROADS) AND IS ABOUT 6 FEET LOWER IN
 EM1035'ELEVATION THAN THE STATION.
 EM1035'
 EM1035'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAMPBELL 2 NO 2 1967,
 EM1035'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1035'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 87.2 FEET NORTH OF A
 EM1035'WITNESS POST, 1.5 FEET EAST OF A WITNESS POST, 15.0 FEET SOUTH OF
 EM1035'THE CENTERLINE OF THE BLADED ROAD AND IS ABOUT 3 FEET HIGHER IN
 EM1035'ELEVATION THAN THE STATION.
 EM1035'
 EM1035'RESULTS OF A SECOND ORDER TRAVERSE.
 EM1035'
 EM1035'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAMPBELL 2 NO 3 1967,
 EM1035'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1035'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 147.0 FEET WEST OF A
 EM1035'WITNESS POST, 76.2 FEET NORTHWEST OF A WITNESS POST, 27.0 FEET
 EM1035'NORTH OF THE CENTERLINE OF THE BLADED ROAD AND ABOUT 4 FEET LOWER
 EM1035'IN ELEVATION THAN THE STATION.
 EM1035'
 EM1035'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPBELL 2 1967, SET
 EM1035'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1035'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 122.0 FEET NORTHWEST OF
 EM1035'THE NORTHWEST CORNER OF THE FARM HOUSE OWNED BY JOHN LANGSTON, 27.0
 EM1035'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 2.6 FEET WEST OF A
 EM1035'POWER LINE POLE WITH A TRANSFORMER AND 2.1 FEET EAST OF A
 EM1035'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0133 ***********************************************************************
 GJ0133  DESIGNATION -  CAMPBELL AZ MK
 GJ0133  PID         -  GJ0133
 GJ0133  STATE/COUNTY-  OK/MAJOR
 GJ0133  COUNTRY     -  US
 GJ0133  USGS QUAD   -  TOGO (2018)
 GJ0133
 GJ0133                         *CURRENT SURVEY CONTROL
 GJ0133  ______________________________________________________________________
 GJ0133* NAD 83(1986) POSITION- 36 29 16.     (N) 098 52 14.     (W)   SCALED
 GJ0133* NAVD 88 ORTHO HEIGHT -   435.365 (meters)     1428.36  (feet) ADJUSTED
 GJ0133  ______________________________________________________________________
 GJ0133  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 GJ0133  DYNAMIC HEIGHT  -        434.967 (meters)     1427.05  (feet) COMP
 GJ0133  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 GJ0133
 GJ0133  VERT ORDER      -  SECOND    CLASS 0
 GJ0133
 GJ0133.The horizontal coordinates were scaled from a map and have
 GJ0133.an estimated accuracy of +/- 6 seconds.
 GJ0133
 GJ0133.The orthometric height was determined by differential leveling and
 GJ0133.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0133.in June 1991.
 GJ0133
 GJ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0133.GEOID18 height accuracy estimate available here.
 GJ0133
 GJ0133.Click photographs - Photos may exist for this station.
 GJ0133
 GJ0133.The dynamic height is computed by dividing the NAVD 88
 GJ0133.geopotential number by the normal gravity value computed on the
 GJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0133.degrees latitude (g = 980.6199 gals.).
 GJ0133
 GJ0133.The modeled gravity was interpolated from observed gravity values.
 GJ0133
 GJ0133;                    North         East    Units  Estimated Accuracy
 GJ0133;SPC OK N     -   165,430.      522,000.      MT  (+/- 180 meters Scaled)
 GJ0133
 GJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF115380(NAD 83)
 GJ0133
 GJ0133                          SUPERSEDED SURVEY CONTROL
 GJ0133
 GJ0133  NGVD 29 (??/??/92)  435.170  (m)         1427.72   (f) ADJ UNCH    2 0
 GJ0133
 GJ0133.Superseded values are not recommended for survey control.
 GJ0133
 GJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0133.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0133
 GJ0133_MARKER: DR = REFERENCE MARK DISK
 GJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0133_STAMPING: CAMPBELL AZI 1934
 GJ0133_MARK LOGO: CGS
 GJ0133_PROJECTION: FLUSH
 GJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0133+STABILITY: SURFACE MOTION
 GJ0133
 GJ0133  HISTORY     - Date     Condition        Report By
 GJ0133  HISTORY     - 1934     MONUMENTED       CGS
 GJ0133  HISTORY     - 1935     GOOD             CGS
 GJ0133  HISTORY     - 1947     GOOD             CGS
 GJ0133
 GJ0133                          STATION DESCRIPTION
 GJ0133
 GJ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0133'6.7 MI SE FROM BELVA.
 GJ0133'6.7 MILES SOUTHEAST OF SANTA FE STATION AT BELVA, 135 FEET
 GJ0133'SOUTHEAST OF LONE STAR SCHOOL HOUSE, 56 FEET WEST OF CENTER LINE
 GJ0133'OF STATE HIGHWAYS 14 AND 15, ON SOUTH FENCE OF SCHOOL YARD.
 GJ0133
 GJ0133                          STATION RECOVERY (1947)
 GJ0133
 GJ0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 GJ0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0956 ***********************************************************************
 FJ0956  DESIGNATION -  CAN
 FJ0956  PID         -  FJ0956
 FJ0956  STATE/COUNTY-  OK/MCCLAIN
 FJ0956  COUNTRY     -  US
 FJ0956  USGS QUAD   -  NORMAN (2018)
 FJ0956
 FJ0956                         *CURRENT SURVEY CONTROL
 FJ0956  ______________________________________________________________________
 FJ0956* NAD 83(1993) POSITION- 35 09 37.55854(N) 097 28 06.77594(W)   ADJUSTED
 FJ0956* NAVD 88 ORTHO HEIGHT -   359.    (meters)     1178.    (feet) SCALED
 FJ0956  ______________________________________________________________________
 FJ0956  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 FJ0956  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 FJ0956  HORZ ORDER      -  THIRD
 FJ0956
 FJ0956.The horizontal coordinates were established by classical geodetic methods
 FJ0956.and adjusted by the National Geodetic Survey in November 1994.
 FJ0956
 FJ0956.The orthometric height was scaled from a topographic map.
 FJ0956
 FJ0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0956.GEOID18 height accuracy estimate available here.
 FJ0956
 FJ0956.Click photographs - Photos may exist for this station.
 FJ0956
 FJ0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0956
 FJ0956. The following values were computed from the NAD 83(1993) position.
 FJ0956
 FJ0956;                    North         East     Units Scale Factor Converg.
 FJ0956;SPC OK S     -   202,800.958   648,419.436   MT  0.99998640   +0 18 06.0
 FJ0956;SPC OK S     -   665,356.14  2,127,356.10   sFT  0.99998640   +0 18 06.0
 FJ0956;UTM  14      - 3,891,908.310   639,479.781   MT  0.99983976   +0 52 55.4
 FJ0956
 FJ0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0956!SPC OK S     -   0.99994779  x   0.99998640  =   0.99993419
 FJ0956!UTM  14      -   0.99994779  x   0.99983976  =   0.99978755
 FJ0956
 FJ0956:                Primary Azimuth Mark                     Grid Az
 FJ0956:SPC OK S     -  NORMAN SOUTH MUNICIPAL TANK              033 27 47.7
 FJ0956:UTM  14      -  NORMAN SOUTH MUNICIPAL TANK              032 52 58.3
 FJ0956
 FJ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3947991908(NAD 83)
 FJ0956
 FJ0956|---------------------------------------------------------------------|
 FJ0956| PID    Reference Object                     Distance      Geod. Az  |
 FJ0956|                                                           dddmmss.s |
 FJ0956| CL4404 CAN RM 1                             20.563 METERS 01148     |
 FJ0956| FJ0955 NORMAN SOUTH MUNICIPAL TANK         APPROX. 5.8 KM 0334553.7 |
 FJ0956| CL4403 CAN AZ MK                                          2713302.7 |
 FJ0956| CL4405 CAN RM 2                              8.876 METERS 28335     |
 FJ0956|---------------------------------------------------------------------|
 FJ0956
 FJ0956                          SUPERSEDED SURVEY CONTROL
 FJ0956
 FJ0956  NAD 83(1986)-  35 09 37.56429(N)    097 28 06.76015(W) AD(       ) 3
 FJ0956  NAD 27      -  35 09 37.32032(N)    097 28 05.64147(W) AD(       ) 3
 FJ0956
 FJ0956.Superseded values are not recommended for survey control.
 FJ0956
 FJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0956.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0956
 FJ0956_MARKER: DS = TRIANGULATION STATION DISK
 FJ0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0956_STAMPING: CAN 1957
 FJ0956_MARK LOGO: CGS
 FJ0956_PROJECTION: RECESSED 30 CENTIMETERS
 FJ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0956+STABILITY: SURFACE MOTION
 FJ0956
 FJ0956  HISTORY     - Date     Condition        Report By
 FJ0956  HISTORY     - 1957     MONUMENTED       CGS
 FJ0956  HISTORY     - 1970     SEE DESCRIPTION  OKDH
 FJ0956
 FJ0956                          STATION DESCRIPTION
 FJ0956
 FJ0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0956'STATION IS ON THE HIGHEST PART OF A BARE, PROMINENT RIDGE,
 FJ0956'ABOUT 5 MILES SOUTH-SOUTHWEST OF NORMAN, ABOUT 4 MILES
 FJ0956'WEST-NORTHWEST OF NOBLE, ABOUT 11 MILES NORTHEAST OF PURCELL,
 FJ0956'ON THE NORTH EDGE OF THE OKLAHOMA FOREST NURSERY GROUNDS
 FJ0956'AND IN THE NORTH CENTRAL PART OF SECTION 24, R3W, T8N.
 FJ0956'
 FJ0956'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 74, ABOUT
 FJ0956'1-1/2 MILES WEST OF NORMAN, BY GOING SOUTH ON HIGHWAYS 9
 FJ0956'AND 74 FOR 2.7 MILES TO THE JUNCTION OF HIGHWAYS 9 AND 74,
 FJ0956'TURN LEFT, EASTERLY AND SOUTHERLY, ON HIGHWAY 74 FOR 1.9
 FJ0956'MILES TO CROSSROADS AND THE AZIMUTH IN THE NORTHEAST ANGLE
 FJ0956'OF INTERSECTION, TURN LEFT, EAST, FOR 0.45 MILE TO TOP OF
 FJ0956'RIDGE AND STATION.
 FJ0956'
 FJ0956'STATION MARKS ARE STANDARD DISKS, STAMPED CAN 1957.  THE
 FJ0956'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 FJ0956'POST WHICH IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0956'IT IS 73 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 37 FEET
 FJ0956'SOUTH OF THE CENTER OF A GRADED ROAD AND 9 FEET SOUTH OF A
 FJ0956'ROAD RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS SET IN AN
 FJ0956'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF
 FJ0956'THE GROUND.
 FJ0956'
 FJ0956'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAN NO 1 1957,
 FJ0956'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0956'5 INCHES.  IT IS 29 FEET NORTH OF THE CENTER OF THE ROAD,
 FJ0956'20 FEET WEST OF THE POWERLINE POLE AND 1 FOOT NORTH OF A
 FJ0956'ROAD RIGHT-OF-WAY FENCE.
 FJ0956'
 FJ0956'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAN NO 2 1957,
 FJ0956'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0956'2 INCHES.  IT IS 85 FEET SOUTHWEST OF THE POWERLINE POLE,
 FJ0956'29 FEET SOUTH OF THE CENTER OF THE ROAD AND 4 FEET SOUTH
 FJ0956'OF THE ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1
 FJ0956'FOOT WEST OF THE MARK.
 FJ0956'
 FJ0956'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAN 1957, SET IN
 FJ0956'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 FJ0956'INCHES.  IT IS 67 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FJ0956'74, 53 FEET NORTH OF A TELEPHONE POLE, 30 FEET NORTH OF
 FJ0956'THE CENTER OF A GRADED ROAD AND 25 FEET EAST NORTHEAST OF
 FJ0956'THE CENTER OF THE NORTH EDGE OF A CONCRETE CULVERT.  A WHITE
 FJ0956'POST WAS SET 1 FOOT NORTH OF THE MARK.
 FJ0956
 FJ0956                          STATION RECOVERY (1970)
 FJ0956
 FJ0956'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (RNS)
 FJ0956'CAN 1957 (STATION) DESTROYED ON AUGUST 31, 1970 BY CHARLIE GREEN
 FJ0956'OF OK. CITY.
 FJ0956'
 FJ0956'CAN 1957 (AZ MK) DESTROYED.
 FJ0956'
 FJ0956'CAN NO 1 (R.M.) IN GOOD CONDITION.
 FJ0956'
 FJ0956'CAN NO 2 (R. M.) DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0615 ***********************************************************************
 FK0615  DESIGNATION -  CANADIAN
 FK0615  PID         -  FK0615
 FK0615  STATE/COUNTY-  OK/ELLIS
 FK0615  COUNTRY     -  US
 FK0615  USGS QUAD   -  ANTELOPE HILLS (2018)
 FK0615
 FK0615                         *CURRENT SURVEY CONTROL
 FK0615  ______________________________________________________________________
 FK0615* NAD 83(1993) POSITION- 35 56 44.86302(N) 099 59 56.15999(W)   ADJUSTED
 FK0615* NAVD 88 ORTHO HEIGHT -   743.8   (meters)     2440.    (feet) VERTCON3
 FK0615  ______________________________________________________________________
 FK0615  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 FK0615  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 FK0615  HORZ ORDER      -  FIRST
 FK0615
 FK0615.The horizontal coordinates were established by classical geodetic methods
 FK0615.and adjusted by the National Geodetic Survey in November 1994.
 FK0615
 FK0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0615
 FK0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0615.GEOID18 height accuracy estimate available here.
 FK0615
 FK0615.Click photographs - Photos may exist for this station.
 FK0615
 FK0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0615
 FK0615. The following values were computed from the NAD 83(1993) position.
 FK0615
 FK0615;                    North         East     Units Scale Factor Converg.
 FK0615;SPC OK N     -   106,794.904   419,666.788   MT  0.99995285   -1 10 46.8
 FK0615;SPC OK N     -   350,376.28  1,376,856.79   sFT  0.99995285   -1 10 46.8
 FK0615;SPC TX N     - 1,216,892.336   335,422.725   MT  0.99995322   +0 52 11.7
 FK0615;SPC TX N     - 3,992,420.94  1,100,466.06   sFT  0.99995322   +0 52 11.7
 FK0615;UTM  14      - 3,978,397.448   409,905.512   MT  0.99970002   -0 35 11.2
 FK0615
 FK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0615!SPC OK N     -   0.99988772  x   0.99995285  =   0.99984057
 FK0615!SPC TX N     -   0.99988772  x   0.99995322  =   0.99984094
 FK0615!UTM  14      -   0.99988772  x   0.99970002  =   0.99958777
 FK0615
 FK0615:                Primary Azimuth Mark                     Grid Az
 FK0615:SPC OK N     -  DALY                                     009 34 40.1
 FK0615:SPC TX N     -  DALY                                     007 31 41.6
 FK0615:UTM  14      -  DALY                                     008 59 04.5
 FK0615
 FK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0990578397(NAD 83)
 FK0615
 FK0615|---------------------------------------------------------------------|
 FK0615| PID    Reference Object                     Distance      Geod. Az  |
 FK0615|                                                           dddmmss.s |
 FK0615| GJ0712 DALY                                APPROX. 8.2 KM 0082353.3 |
 FK0615| CK9138 CANADIAN RM 2                        22.100 METERS 08711     |
 FK0615| CK9137 CANADIAN RM 1                        14.095 METERS 33819     |
 FK0615|---------------------------------------------------------------------|
 FK0615
 FK0615                          SUPERSEDED SURVEY CONTROL
 FK0615
 FK0615  NAD 83(1986)-  35 56 44.87004(N)    099 59 56.14780(W) AD(       ) 1
 FK0615  NAD 27      -  35 56 44.71100(N)    099 59 54.71500(W) AD(       ) 1
 FK0615  NGVD 29 (07/19/86)  743.5    (m)         2439.     (f) VERT ANG       
 FK0615
 FK0615.Superseded values are not recommended for survey control.
 FK0615
 FK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0615.See file dsdata.pdf to determine how the superseded data were derived.
 FK0615
 FK0615_MARKER: DS = TRIANGULATION STATION DISK
 FK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0615_STAMPING: CANADIAN 1927
 FK0615_MARK LOGO: CGS
 FK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0615+STABILITY: SURFACE MOTION
 FK0615
 FK0615  HISTORY     - Date     Condition        Report By
 FK0615  HISTORY     - 1927     MONUMENTED       CGS
 FK0615  HISTORY     - 1937     GOOD             OKDH
 FK0615
 FK0615                          STATION DESCRIPTION
 FK0615
 FK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0615'ABOUT 12-1/4 MILES S AND 1-1/2 MILES E OF HIGGINS, TEX., ABOUT
 FK0615'1,945 FEET E OF THE OLD STATE LINE, ON A SMALL KNOLL IN
 FK0615'PASTURE LAND, ABOUT ONE-FOURTH MILE SW OF A.J. MC KESSONS HOUSE,
 FK0615'WITH A SMALL RED BARN IN GROVE, 335 PACES SE OF A WINDMILL,
 FK0615'AND 140 PACES W OF A PLAIN PASTURE ROAD WHICH LEADS S FROM
 FK0615'RED BARN.  THERE IS A SLIGHTLY SMALLER KNOLL BETWEEN THIS
 FK0615'ROAD AND THE STATION.
 FK0615'
 FK0615'TO REACH FROM HIGGINS POST OFFICE GO S 0.4 MILE, JOG W, AND
 FK0615'FOLLOW MAIN ROAD S AND E UNTIL 6.6 MILES FROM POST OFFICE
 FK0615'AND ROAD TURNS S AT OLD STATE LINE, TURN S ALONG OLD STATE
 FK0615'LINE ROAD AND GO 6 MILES TO WHERE ROAD TURNS E, TOWARDS
 FK0615'MC KESSONS HOUSE.
 FK0615'
 FK0615'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FK0615'SET IN CONCRETE, UNDERGROUND MARK IS 3 FEET BELOW SURFACE.
 FK0615'
 FK0615'REFERENCE MARK NO.1 IS 14,095 METERS (46.24 FEET) FROM STATION,
 FK0615'N 21 DEG 41 MIN W.
 FK0615'
 FK0615'REFERENCE MARK NO.2 IS 22.10 METERS (72.5 FEET) FROM STATION,
 FK0615'N 87 DEG 11 MIN E.  ELEVATION OF STATION 744 METERS
 FK0615'(2,441 FEET).
 FK0615
 FK0615                          STATION RECOVERY (1937)
 FK0615
 FK0615'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 FK0615'TOO HARD TO GET TO MONUMENT.  CAN NOW GO SE FROM SEILING
 FK0615'ON NEW HIGHWAY.  U.S. 270 FOR 4.25 MILES FROM U.S. HIGHWAY
 FK0615'60 TO E-AND-W FENCE ON SECTION LINE.  STATION IS 785 FEET
 FK0615'N AND 995 FEET W OF SE CORNER OF SECTION 23, T19N, R16W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0584 ***********************************************************************
 GJ0584  DESIGNATION -  CANADIAN
 GJ0584  PID         -  GJ0584
 GJ0584  STATE/COUNTY-  OK/DEWEY
 GJ0584  COUNTRY     -  US
 GJ0584  USGS QUAD   -  HUCMAC (2018)
 GJ0584
 GJ0584                         *CURRENT SURVEY CONTROL
 GJ0584  ______________________________________________________________________
 GJ0584* NAD 83(1993) POSITION- 36 06 11.64681(N) 098 52 12.90903(W)   ADJUSTED
 GJ0584* NAVD 88 ORTHO HEIGHT -   607.24  (+/-2cm)     1992.3   (feet) VERTCON3
 GJ0584  ______________________________________________________________________
 GJ0584  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 GJ0584  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 GJ0584  HORZ ORDER      -  FIRST
 GJ0584  VERT ORDER      -  THIRD ? (See Below)
 GJ0584
 GJ0584.The horizontal coordinates were established by classical geodetic methods
 GJ0584.and adjusted by the National Geodetic Survey in November 1994.
 GJ0584
 GJ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0584
 GJ0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0584.GEOID18 height accuracy estimate available here.
 GJ0584
 GJ0584.The vertical order pertains to the NGVD 29 superseded value.
 GJ0584
 GJ0584.Click photographs - Photos may exist for this station.
 GJ0584
 GJ0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0584
 GJ0584. The following values were computed from the NAD 83(1993) position.
 GJ0584
 GJ0584;                    North         East     Units Scale Factor Converg.
 GJ0584;SPC OK N     -   122,758.137   521,642.497   MT  0.99994603   -0 30 48.9
 GJ0584;SPC OK N     -   402,748.99  1,711,422.09   sFT  0.99994603   -0 30 48.9
 GJ0584;UTM  14      - 3,995,406.639   511,678.576   MT  0.99960168   +0 04 35.2
 GJ0584
 GJ0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0584!SPC OK N     -   0.99990905  x   0.99994603  =   0.99985508
 GJ0584!UTM  14      -   0.99990905  x   0.99960168  =   0.99951076
 GJ0584
 GJ0584:                Primary Azimuth Mark                     Grid Az
 GJ0584:SPC OK N     -  CANADIAN AZ MK                           155 54 51.0
 GJ0584:UTM  14      -  CANADIAN AZ MK                           155 19 26.9
 GJ0584
 GJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1167895406(NAD 83)
 GJ0584
 GJ0584|---------------------------------------------------------------------|
 GJ0584| PID    Reference Object                     Distance      Geod. Az  |
 GJ0584|                                                           dddmmss.s |
 GJ0584| CK9139 CANADIAN AZ MK                                     1552402.1 |
 GJ0584| CK9141 CANADIAN RM 2                        39.170 METERS 23910     |
 GJ0584| GJ0587 SEILING WEST FARMERS ELEC MAST      APPROX. 7.7 KM 2612903.2 |
 GJ0584| GJ0586 SEILING MICROWAVE MAST               45.264 METERS 27039     |
 GJ0584| GJ0676 VICI WATER TANK                     APPROX.38.8 KM 2773750.3 |
 GJ0584| GJ0591 SEILING WESTERN BUTANE MAST         APPROX. 6.4 KM 3111653.7 |
 GJ0584| GJ0592 SEILING MUNICIPAL WATER TANK        APPROX. 6.7 KM 3123004.6 |
 GJ0584| GJ0589 SEILING PRESBYTERIAN CH CUPOLA      APPROX. 6.6 KM 3130929.4 |
 GJ0584| GJ0590 SEILING PUBLIC SCHOOL STACK         APPROX. 6.6 KM 3171700.3 |
 GJ0584| CK9140 CANADIAN RM 1                        40.017 METERS 34116     |
 GJ0584|---------------------------------------------------------------------|
 GJ0584
 GJ0584                          SUPERSEDED SURVEY CONTROL
 GJ0584
 GJ0584  NAD 83(1986)-  36 06 11.64993(N)    098 52 12.89514(W) AD(       ) 1
 GJ0584  NAD 27      -  36 06 11.50350(N)    098 52 11.55818(W) AD(       ) 1
 GJ0584  NGVD 29             607.01   (m)         1991.5    (f) LEVELING    3  
 GJ0584
 GJ0584.Superseded values are not recommended for survey control.
 GJ0584
 GJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0584.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0584
 GJ0584_MARKER: DS = TRIANGULATION STATION DISK
 GJ0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0584_STAMPING: CANADIAN 1934
 GJ0584_MARK LOGO: CGS
 GJ0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0584+STABILITY: SURFACE MOTION
 GJ0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0584+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 GJ0584
 GJ0584  HISTORY     - Date     Condition        Report By
 GJ0584  HISTORY     - 1934     MONUMENTED       CGS
 GJ0584  HISTORY     - 1963     GOOD             CGS
 GJ0584  HISTORY     - 20130614 GOOD             INDIV
 GJ0584
 GJ0584                          STATION DESCRIPTION
 GJ0584
 GJ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0584'STATION IS LOCATED ON THE HIGHEST POINT ALONG A BLUFF ON THE
 GJ0584'DIVIDE BETWEEN THE SOUTH AND NORTH CANADIAN RIVERS, AT THE EDGE
 GJ0584'OF THE BLUFF OVERLOOKING THE NORTH CANADIAN RIVER VALLEY, ABOUT
 GJ0584'3 MILES SOUTH AND 3 MILES EAST OF SEILING NEAR THE CENTER OF
 GJ0584'THE SOUTHEAST QUARTER OF SEC. 23, T. 19 N., R. 16 W. MR. O.A.
 GJ0584'DE LONG IS THE OWNER OF THE PROPERTY.  MARK PROJECTS 6 INCHES
 GJ0584'ABOVE THE GROUND.
 GJ0584'
 GJ0584'STATION IS REACHED FROM THE POST OFFICE IN TALOGA BY GOING
 GJ0584'NORTH ON STATE HIGHWAY 14 FOR 4.9 MILES OR 3.6 MILES BEYOND
 GJ0584'NORTH END OF BRIDGE, TURN RIGHT ON TO T-ROAD AND GO 2.0 MILES
 GJ0584'EAST, TURN RIGHT AND GO 1.0 MILE SOUTH, TURN LEFT AND GO 3.0
 GJ0584'MILES EAST TO CROSSROADS WITH SCHOOL IN THE SOUTHEAST ANGLE,
 GJ0584'TURN LEFT AND GO 0.5 MILE NORTH TO HOUSE OF CHARLES COPE, TURN
 GJ0584'LEFT INTO YARD AND THEN GO THROUGH GATE AT NORTH END OF
 GJ0584'BARNYARD AND FOLLOW DIM TRAIL ALONG SECTION LINE FOR 0.3 MILE
 GJ0584'NORTH TO FENCE CORNER ON LEFT, THEN BEARING LEFT FOLLOW TRAIL
 GJ0584'NORTHWEST ACROSS FIELD FOR 0.2 MILE.  PASS THROUGH GATE AND
 GJ0584'DRIVE 250 YARDS NORTH TO HIGHEST GROUND AND STATION.
 GJ0584'
 GJ0584'REFERENCE MARKS NOS. 1 AND 2 ARE SET AND PROJECT 6 INCHES.
 GJ0584'
 GJ0584'AZIMUTH MARK IS 0.45 MILE SOUTH-SOUTHEAST OF STATION IN
 GJ0584'SECTION-LINE FENCE, 50 YARDS SOUTH OF CORNER OF FENCE AROUND
 GJ0584'CULTIVATED FIELD, AND PROJECTS 6 INCHES ABOVE GROUND.
 GJ0584'TO REACH FROM STATION FOLLOW TRAIL SOUTHEAST FOR 0.4 MILE TO
 GJ0584'WHERE IT JOINS THE SECTION LINE, GO 50 YARDS SOUTH TO MARK.
 GJ0584'
 GJ0584'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0584
 GJ0584                          STATION RECOVERY (1963)
 GJ0584
 GJ0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0584'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GJ0584'RECOVERED.  DISTANCES TO THE REFERNCE MARKS FAILED TO AGREE WITH
 GJ0584'THE 1934 MEASUREMENTS.  A DIFFERENCE OF 40.19 FEET WAS NOTED
 GJ0584'TO REFERENCE MARK 2 AND 9.80 FEET TO REFERENCE MARK 1.  THERE
 GJ0584'WAS NO EVIDENCE INDICATING DISTURBANCE OF THE MARKS.  THE HILL
 GJ0584'ON WHICH THE STATION IS LOCATED IS ALSO OCCUPIED BY A MICRO-WAVE
 GJ0584'TOWER.  DUE TO ALTERATIONS IN THE ROADS A NEW ROUTING TO THE
 GJ0584'STATION IS NOTED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0584'
 GJ0584'THE STATION IS ABOUT 3-1/2 MILES SOUTH AND 3 MILES EAST OF
 GJ0584'SEILING, ON THE HIGHEST POINT OF A PROMINENT HILL, IN PASTURE
 GJ0584'LAND OWNED BY D.R. DE LONG.
 GJ0584'
 GJ0584'TO REACH THE STATION FROM THE POST OFFICE IN SEILING, GO
 GJ0584'SOUTHEAST ON U.S. HIGHWAYS 270 AND 281 AND STATE HIGHWAYS 3
 GJ0584'AND 51 FOR 4.6 MILES TO THE TOP OF A GRADE AT A GATE ON THE
 GJ0584'LEFT.  (THE AZIMUTH MARK IS REACHED FROM THIS POINT BY CONTINUING
 GJ0584'SOUTHEAST ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON THE LEFT.)
 GJ0584'TURN LEFT, PASS THROUGH THE GATE AND GO NORTHERLY ON A TRACK
 GJ0584'ROAD TO THE MICRO-WAVE MAST ON LEFT AND THE STATION ON THE
 GJ0584'RIGHT.
 GJ0584'
 GJ0584'THE STATION MARK IS A STANDARD DISK, STAMPED CANADIAN 1934,
 GJ0584'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT
 GJ0584'IS 134.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCE
 GJ0584'SURROUNDING THE MAST AND 40.1 FEET EAST OF THE BASE OF THE
 GJ0584'NORTHEAST ANCHOR OF THE MAST.  THE MARK PROJECTS 6 INCHES.
 GJ0584'
 GJ0584'REFERENCE MARK 1 IS STANDARD DISK, STAMPED CANADIAN NO 1 1934,
 GJ0584'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0584'PROJECTING 6 INCHES.  IT IS 151.0 FEET NORTH OF THE NORTHEAST
 GJ0584'CORNER OF THE FENCE AND ABOUT 5 FEET LOWER THAN THE STATION.
 GJ0584'
 GJ0584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANADIAN NO 2
 GJ0584'1934, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 GJ0584'AND PROJECTING 2 INCHES.  IT IS 62.4 FEET SOUTHWEST OF THE
 GJ0584'SOUTHWEST CORNER OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE
 GJ0584'STATION.
 GJ0584'
 GJ0584'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CANADIAN 1934 AZI,
 GJ0584'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GJ0584'THE GROUND.  IT IS 48.9 FEET NORTHEAST OF THE CENTERLINE OF THE
 GJ0584'HIGHWAY, 3.5 FEET SOUTHWEST OF A NORTHEAST RIGHT-OF-WAY FENCE,
 GJ0584'14.9 FEET NORTHWEST OF A FENCE CORNER POST AND 40.1 FEET
 GJ0584'NORTHWEST OF A TELEPHONE LINE POLE.
 GJ0584
 GJ0584                          STATION RECOVERY (2013)
 GJ0584
 GJ0584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JF)
 GJ0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1099 ***********************************************************************
 FH1099  DESIGNATION -  CANARK
 FH1099  PID         -  FH1099
 FH1099  STATE/COUNTY-  OK/MUSKOGEE
 FH1099  COUNTRY     -  US
 FH1099  USGS QUAD   -  STIGLER NE (2018)
 FH1099
 FH1099                         *CURRENT SURVEY CONTROL
 FH1099  ______________________________________________________________________
 FH1099* NAD 83(1993) POSITION- 35 27 23.70388(N) 095 05 32.64108(W)   ADJUSTED
 FH1099* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 FH1099  ______________________________________________________________________
 FH1099  GEOID HEIGHT    -        -30.018 (meters)                     GEOID18
 FH1099  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 FH1099  HORZ ORDER      -  FIRST
 FH1099
 FH1099.The horizontal coordinates were established by classical geodetic methods
 FH1099.and adjusted by the National Geodetic Survey in November 1994.
 FH1099
 FH1099.The orthometric height was scaled from a topographic map.
 FH1099
 FH1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1099.GEOID18 height accuracy estimate available here.
 FH1099
 FH1099.Click photographs - Photos may exist for this station.
 FH1099
 FH1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1099
 FH1099. The following values were computed from the NAD 83(1993) position.
 FH1099
 FH1099;                    North         East     Units Scale Factor Converg.
 FH1099;SPC OK N     -    54,611.932   863,912.927   MT  1.00002180   +1 42 57.3
 FH1099;SPC OK N     -   179,172.65  2,834,354.33   sFT  1.00002180   +1 42 57.3
 FH1099;SPC OK S     -   239,332.359   863,923.784   MT  1.00005175   +1 39 01.4
 FH1099;SPC OK S     -   785,209.58  2,834,389.95   sFT  1.00005175   +1 39 01.4
 FH1099;UTM  15      - 3,925,690.239   310,117.753   MT  1.00004434   -1 12 50.9
 FH1099
 FH1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1099!SPC OK N     -   0.99998209  x   1.00002180  =   1.00000389
 FH1099!SPC OK S     -   0.99998209  x   1.00005175  =   1.00003384
 FH1099!UTM  15      -   0.99998209  x   1.00004434  =   1.00002643
 FH1099
 FH1099:                Primary Azimuth Mark                     Grid Az
 FH1099:SPC OK N     -  HISAW                                    142 08 42.8
 FH1099:SPC OK S     -  HISAW                                    142 12 38.7
 FH1099:UTM  15      -  HISAW                                    145 04 31.0
 FH1099
 FH1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1011725690(NAD 83)
 FH1099
 FH1099|---------------------------------------------------------------------|
 FH1099| PID    Reference Object                     Distance      Geod. Az  |
 FH1099|                                                           dddmmss.s |
 FH1099| CI1355 CANARK RM 1                          20.528 METERS 08227     |
 FH1099| FH0604 W 77                                               0890553.7 |
 FH1099| FH1098 HISAW                               APPROX. 6.4 KM 1435140.1 |
 FH1099| CI1356 CANARK RM 2                          16.603 METERS 21638     |
 FH1099| FH0606 V 79                                               2710956.9 |
 FH1099|---------------------------------------------------------------------|
 FH1099
 FH1099                          SUPERSEDED SURVEY CONTROL
 FH1099
 FH1099  NAD 83(1986)-  35 27 23.71546(N)    095 05 32.62871(W) AD(       ) 1
 FH1099  NAD 27      -  35 27 23.36900(N)    095 05 31.77800(W) AD(       ) 1
 FH1099
 FH1099.Superseded values are not recommended for survey control.
 FH1099
 FH1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1099.See file dsdata.pdf to determine how the superseded data were derived.
 FH1099
 FH1099_MARKER: DS = TRIANGULATION STATION DISK
 FH1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1099_STAMPING: CANARK 1940
 FH1099_MARK LOGO: CGS
 FH1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1099+STABILITY: SURFACE MOTION
 FH1099
 FH1099  HISTORY     - Date     Condition        Report By
 FH1099  HISTORY     - 1940     MONUMENTED       CGS
 FH1099  HISTORY     - 1960     GOOD             USGS
 FH1099  HISTORY     - 1960     GOOD             CGS
 FH1099
 FH1099                          STATION DESCRIPTION
 FH1099
 FH1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1099'STATION IS LOCATED ABOUT 4.5 MILES SE OF WEBBERS FALLS, AND
 FH1099'ABOUT 0.5 MILE W OF DIRTY CREEK ON LOW CULTIVATED LAND.
 FH1099'
 FH1099'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FH1099'SET IN CONCRETE.
 FH1099'
 FH1099'STATION IS STAMPED CANARK 1940 AND PROJECTS ABOUT 4 INCHES
 FH1099'ABOVE THE GROUND.  IT IS 37.0 FEET S OF THE CENTER LINE
 FH1099'OF A DIRT ROAD, 23.0 FEET E OF THE NE CORNER OF A RED HOUSE
 FH1099'THAT IS UNOCCUPIED, 25.5 FEET N OF FENCE, AND 5.5 FEET WSW
 FH1099'OF A WHITE REFERENCE POST.
 FH1099'
 FH1099'U.S.C. AND G.S. BENCH MARK IS STAMPED V 79, PROJECTS ABOUT
 FH1099'3 INCHES ABOVE THE GROUND.  IT IS A 6- BY 6-INCH CONCRETE
 FH1099'MONUMENT SET 1.0 FEET N OF FENCE, 3.3 FEET E OF A WHITE
 FH1099'REFERENCE POST, AND 17.5 FEET S OF THE CENTER LINE OF A DIRT
 FH1099'ROAD.  IT IS REACHED AS FOLLOWS- FROM STATION GO W ON DIRT
 FH1099'ROAD 0.25 MILE TO MARK ON THE RIGHT (S).
 FH1099'
 FH1099'U.S.C. AND G.S. BENCH MARK IS STAMPED W 77 AND IS A 6- BY
 FH1099'6-INCH CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 FH1099'GROUND.  IT IS 3.0 FEET E OF A WHITE REFERENCE POST, AND 18.0
 FH1099'FEET N OF THE CENTER LINE OF THE DIRT ROAD.  TO REACH FROM
 FH1099'STATION TAKE DIRT ROAD E 0.5 MILE TO MARK ABOUT 50 YARDS E OF THE
 FH1099'E END OF THE BRIDGE OVER DIRTY CREEK.
 FH1099'
 FH1099'REFERENCE MARK NO.1 IS STAMPED CANARK NO.1, 1940 AND PROJECTS
 FH1099'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2.0 FEET LOWER
 FH1099'THAN THE STATION, 15.0 FEET W OF A FENCE CORNER, 27.0 FEET S
 FH1099'OF THE CENTER LINE OF A DIRT ROAD, AND 2.0 FEET N OF A
 FH1099'FENCE.  REFERENCE MARK NO.2 IS STAMPED CANARK NO.2, 1940
 FH1099'AND IS FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION
 FH1099'AS THE STATION.  IT IS 20.0 FEET S OF THE SE CORNER OF A RED
 FH1099'HOUSE, AND 1.0 FOOT N OF A FENCE.
 FH1099'
 FH1099'STATION IS REACHED AS FOLLOWS- FROM THE SW END OF THE ARKANSAS
 FH1099'RIVER BRIDGE IN WEBBERS FALLS GO SW ON MAIN STREET ONE BLOCK.
 FH1099'TURN LEFT AND GO SE ONE BLOCK.  TURN LEFT AND GO ONE BLOCK,
 FH1099'THENCE S AND SE ON THE MAIN TRAVELED ROAD 3.4 MILES TO A SIDE
 FH1099'ROAD ON THE LEFT.  TURN LEFT (E) AND GO 1.5 MILES TO A T-ROAD.
 FH1099'TURN RIGHT (S) AND GO 0.45 MILE TO A SIDE ROAD ON THE LEFT
 FH1099'AT A WHITE HOUSE.  TURN LEFT (E) AND GO 0.25 MILE TO STATION
 FH1099'ON THE RIGHT (S).
 FH1099'
 FH1099'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 FH1099
 FH1099                          STATION RECOVERY (1960)
 FH1099
 FH1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FH1099'STATION AND REFERENCE MARKS ARE IN DANGER OF BEING DESTROYED
 FH1099'AS FARM MACHINERY IS BEING DRUG OVER THE TOP OF THEM DURING
 FH1099'CULTIVATION.
 FH1099'
 FH1099'STATION IS 4.8 MILES SOUTH AND 2.1 MILES EAST OF WEBBERS
 FH1099'FALLS, T.11N., R.21 E., NEAR MIDDLE OF WEST 1/2 SECTION
 FH1099'4, 1400 FEET EAST AND 40 FEET SOUTH OF T-ROAD EAST, ON A SMALL
 FH1099'KNOLL IN CULTIVATED FIELD, IN CONCRETE POST SET FLUSH WITH
 FH1099'GROUND, STANDARD DISK STAMPED CANARK-1940.
 FH1099
 FH1099                          STATION RECOVERY (1960)
 FH1099
 FH1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1099'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 FH1099'IN GOOD CONDITION.  THE HOUSE, THAT WAS NEAR THE STATION,
 FH1099'HAS BEEN REMOVED AND NO EVIDENCE OF IT REMAINS.  THE TOPS
 FH1099'OF THE CONCRETE POSTS HAVE BEEN PAINTED YELLOW.  NEITHER OF
 FH1099'THE BENCH MARKS, THAT WERE USED FOR AZIMUTH MARKS, WERE
 FH1099'RECOVERED.  INDICATIONS ARE THAT THESE MARKS HAVE BEEN
 FH1099'DESTROYED.
 FH1099'
 FH1099'THE DESCRIPTION TO REACH THE STATION FROM WEBBERS FALLS IS
 FH1099'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0880 ***********************************************************************
 EK0880  DESIGNATION -  CANE
 EK0880  PID         -  EK0880
 EK0880  STATE/COUNTY-  OK/MCCURTAIN
 EK0880  COUNTRY     -  US
 EK0880  USGS QUAD   -  DE QUEEN NW (2017)
 EK0880
 EK0880                         *CURRENT SURVEY CONTROL
 EK0880  ______________________________________________________________________
 EK0880* NAD 83(1997) POSITION- 34 09 26.26063(N) 094 29 55.37006(W)   ADJUSTED
 EK0880* NAVD 88 ORTHO HEIGHT -   257.66  (+/-2cm)      845.3   (feet) VERTCON3
 EK0880  ______________________________________________________________________
 EK0880  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 EK0880  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 EK0880  HORZ ORDER      -  FIRST
 EK0880  VERT ORDER      -  THIRD ? (See Below)
 EK0880
 EK0880.The horizontal coordinates were established by classical geodetic methods
 EK0880.and adjusted by the National Geodetic Survey in September 1999.
 EK0880
 EK0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0880
 EK0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0880.GEOID18 height accuracy estimate available here.
 EK0880
 EK0880.The vertical order pertains to the NGVD 29 superseded value.
 EK0880
 EK0880.Click photographs - Photos may exist for this station.
 EK0880
 EK0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0880
 EK0880. The following values were computed from the NAD 83(1997) position.
 EK0880
 EK0880;                    North         East     Units Scale Factor Converg.
 EK0880;SPC OK S     -    96,995.427   922,791.622   MT  0.99996352   +1 59 14.6
 EK0880;SPC OK S     -   318,225.83  3,027,525.51   sFT  0.99996352   +1 59 14.6
 EK0880;UTM  15      - 3,780,611.353   361,846.776   MT  0.99983528   -0 50 29.8
 EK0880
 EK0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0880!SPC OK S     -   0.99996401  x   0.99996352  =   0.99992754
 EK0880!UTM  15      -   0.99996401  x   0.99983528  =   0.99979930
 EK0880
 EK0880:                Primary Azimuth Mark                     Grid Az
 EK0880:SPC OK S     -  GILLHAM RM 3                             080 38 08.5
 EK0880:UTM  15      -  GILLHAM RM 3                             083 27 52.9
 EK0880
 EK0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6184680611(NAD 83)
 EK0880
 EK0880|---------------------------------------------------------------------|
 EK0880| PID    Reference Object                     Distance      Geod. Az  |
 EK0880|                                                           dddmmss.s |
 EK0880| EK0872 GILLHAM LOOKOUT TOWER               APPROX.17.3 KM 0823611.6 |
 EK0880| EK0751 GILLHAM RM 3                        APPROX.17.4 KM 0823723.1 |
 EK0880| CX5121 CANE RM 1                            33.280 METERS 15500     |
 EK0880| EK0911 CARNASAW LOOKOUT TOWER              APPROX.12.9 KM 2633940.4 |
 EK0880| CX5122 CANE RM 2                            24.695 METERS 30143     |
 EK0880|---------------------------------------------------------------------|
 EK0880
 EK0880                          SUPERSEDED SURVEY CONTROL
 EK0880
 EK0880  NAD 83(1993)-  34 09 26.26283(N)    094 29 55.37006(W) AD(       ) 1
 EK0880  NAD 83(1986)-  34 09 26.26746(N)    094 29 55.36338(W) AD(       ) 1
 EK0880  NAD 27      -  34 09 25.87300(N)    094 29 54.59600(W) AD(       ) 1
 EK0880  NGVD 29             257.62   (m)          845.2    (f) LEVELING    3  
 EK0880
 EK0880.Superseded values are not recommended for survey control.
 EK0880
 EK0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0880.See file dsdata.pdf to determine how the superseded data were derived.
 EK0880
 EK0880_MARKER: DS = TRIANGULATION STATION DISK
 EK0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0880_STAMPING: CANE 1952
 EK0880_MARK LOGO: CGS
 EK0880_PROJECTION: FLUSH
 EK0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0880+STABILITY: SURFACE MOTION
 EK0880
 EK0880  HISTORY     - Date     Condition        Report By
 EK0880  HISTORY     - 1952     MONUMENTED       CGS
 EK0880
 EK0880                          STATION DESCRIPTION
 EK0880
 EK0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0880'STATION IS LOCATED ABOUT 11 MILES WEST SOUTHWEST OF GILLHAM
 EK0880'AND 1-3/4 MILES WEST OF THE ARKANSAS-OKLAHOMA STATE LINE
 EK0880'JUST NORTH OF THE HEAD OF CANE CREEK.  STATION IS 85 FEET
 EK0880'NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD.  THE
 EK0880'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CANE
 EK0880'1952.
 EK0880'
 EK0880'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE APPROXIMATE
 EK0880'CENTERLINE OF ROAD AND 1 FOOT NORTH OF YARD FENCE.  THE MARK
 EK0880'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CANE NO 1 1952.
 EK0880'
 EK0880'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF FENCE.  THE MARK
 EK0880'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CANE NO 2 1952.
 EK0880'
 EK0880'NO AZIMUTH MARK WAS SET AS THERE WAS NO SUITABLE LOCATION FOUND.
 EK0880'
 EK0880'TO REACH STATION FROM THE TRAFFIC SIGNAL AT THE JUNCTION
 EK0880'OF U.S. HIGHWAY 70 AND STATE ROUTE 21 IN BROKEN BOW, GO EASTERLY
 EK0880'ON U.S. HIGHWAY 70 FOR 7.0 MILES TO MT. FORK RIVER BRIDGE.
 EK0880'CONTINUE EAST FOR 1.1 MILES TO CROSSROADS.  TURN LEFT ON GRAVEL
 EK0880'ROAD AND GO NORTH FOR 1.0 MILE TO CROSSROADS.  KEEP RIGHT ON
 EK0880'MAIN GRAVEL ROAD AND GO EAST, NORTH AND EAST FOR 7.5 MILES
 EK0880'TO T ROAD LEFT AT SIGN CARNASAW MT. TOWER.  CONTINUE STRAIGHT
 EK0880'AHEAD FOR 0.5 MILE TO ROAD FORKS AND SIGN ROCK CREEK TRAIL.
 EK0880'TAKE RIGHT FORK AND FOLLOW MAIN TRAVELLED ROAD EAST, NORTH
 EK0880'AND EAST FOR 6.0 MILES TO HOUSE ON RIGHT AND STATION ON LEFT
 EK0880'OR NORTH SIDE OF ROAD AS DESCRIBED.
 EK0880'
 EK0880'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0745 ***********************************************************************
 EL0745  DESIGNATION -  CANEY
 EL0745  PID         -  EL0745
 EL0745  STATE/COUNTY-  OK/ATOKA
 EL0745  COUNTRY     -  US
 EL0745  USGS QUAD   -  CADDO NORTH (2018)
 EL0745
 EL0745                         *CURRENT SURVEY CONTROL
 EL0745  ______________________________________________________________________
 EL0745* NAD 83(1993) POSITION- 34 11 10.74054(N) 096 15 04.76752(W)   ADJUSTED
 EL0745* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 EL0745  ______________________________________________________________________
 EL0745  GEOID HEIGHT    -        -26.831 (meters)                     GEOID18
 EL0745  LAPLACE CORR    -         -7.38  (seconds)                    DEFLEC18
 EL0745  HORZ ORDER      -  THIRD
 EL0745
 EL0745.The horizontal coordinates were established by classical geodetic methods
 EL0745.and adjusted by the National Geodetic Survey in November 1994.
 EL0745
 EL0745.The orthometric height was scaled from a topographic map.
 EL0745
 EL0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0745.GEOID18 height accuracy estimate available here.
 EL0745
 EL0745.Click photographs - Photos may exist for this station.
 EL0745
 EL0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0745
 EL0745. The following values were computed from the NAD 83(1993) position.
 EL0745
 EL0745;                    North         East     Units Scale Factor Converg.
 EL0745;SPC OK S     -    96,011.974   761,182.937   MT  0.99995990   +0 59 33.3
 EL0745;SPC OK S     -   314,999.28  2,497,314.35   sFT  0.99995990   +0 59 33.3
 EL0745;UTM  14      - 3,786,230.422   753,314.803   MT  1.00039106   +1 32 43.0
 EL0745
 EL0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0745!SPC OK S     -   0.99997045  x   0.99995990  =   0.99993035
 EL0745!UTM  14      -   0.99997045  x   1.00039106  =   1.00036150
 EL0745
 EL0745:                Primary Azimuth Mark                     Grid Az
 EL0745:SPC OK S     -  CANEY AZ MK                              092 16 43.7
 EL0745:UTM  14      -  CANEY AZ MK                              091 43 34.0
 EL0745
 EL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5331486230(NAD 83)
 EL0745
 EL0745|---------------------------------------------------------------------|
 EL0745| PID    Reference Object                     Distance      Geod. Az  |
 EL0745|                                                           dddmmss.s |
 EL0745| CX9115 CANEY AZ MK                                        0931617.0 |
 EL0745| CX9116 CANEY RM 1                           20.431 METERS 17108     |
 EL0745| EL0742 CADDO MUNICIPAL STANDPIPE           APPROX. 6.2 KM 1920825.4 |
 EL0745| EL0743 CADDO MANNING SCHOOL CUPOLA         APPROX. 6.2 KM 1924739.0 |
 EL0745| CX9117 CANEY RM 2                           44.310 METERS 26710     |
 EL0745|---------------------------------------------------------------------|
 EL0745
 EL0745                          SUPERSEDED SURVEY CONTROL
 EL0745
 EL0745  NAD 83(1986)-  34 11 10.74617(N)    096 15 04.75977(W) AD(       ) 3
 EL0745  NAD 27      -  34 11 10.39540(N)    096 15 03.80480(W) AD(       ) 3
 EL0745
 EL0745.Superseded values are not recommended for survey control.
 EL0745
 EL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0745.See file dsdata.pdf to determine how the superseded data were derived.
 EL0745
 EL0745_MARKER: DS = TRIANGULATION STATION DISK
 EL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0745_STAMPING: CANEY 1955
 EL0745_MARK LOGO: CGS
 EL0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0745+STABILITY: SURFACE MOTION
 EL0745
 EL0745  HISTORY     - Date     Condition        Report By
 EL0745  HISTORY     - 1955     MONUMENTED       CGS
 EL0745
 EL0745                          STATION DESCRIPTION
 EL0745
 EL0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0745'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES NORTH-NORTHEAST
 EL0745'OF CADDO AND ABOUT 0.35 MILE WEST OF U.S. HIGHWAY 69 AND 75
 EL0745'ALONG THE NORTH SIDE OF A DIRT FARM ROAD.
 EL0745'
 EL0745'THE STATION IS A STANDARD DISK STAMPED CANEY 1955 SET IN
 EL0745'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0745'ABOUT 1 INCH ABOVE THE GROUND.  IT IS 10 FEET NORTH-NORTHEAST
 EL0745'OF A WHITE WITNESS POST, 10 FEET NORTH OF AN EAST-WEST FENCE
 EL0745'LINE AND 37 FEET NORTH OF THE CENTER LINE OF A FARM ROAD.
 EL0745'
 EL0745'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANEY
 EL0745'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0745'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EL0745'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF
 EL0745'AN EAST-WEST FENCE LINE AND 30 FEET SOUTH OF THE CENTER
 EL0745'LINE OF A FARM ROAD.
 EL0745'
 EL0745'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANEY
 EL0745'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0745'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EL0745'THE SAME ELEVATION AS THE STATION.  IT IS 2 FEET NORTHEAST
 EL0745'OF A T-FENCE CORNER AND 30 FEET NORTH OF THE CENTER LINE OF A
 EL0745'FARM ROAD.
 EL0745'
 EL0745'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANEY 1955 SET
 EL0745'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0745'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 75 FEET EAST OF THE
 EL0745'CENTER LINE OF U.S. HIGHWAY 69 AND 75, 1 FOOT WEST OF A
 EL0745'NORTH-SOUTH FENCE LINE AND 75 FEET SOUTH OF THE CENTER
 EL0745'LINE OF A FARM ROAD.
 EL0745'
 EL0745'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN INTERSECTION
 EL0745'AND U.S. HIGHWAY 69 AND 75 IN CADDO, GO NORTH ON U.S. HIGHWAY
 EL0745'69 AND 75 FOR 4.2 MILES TO A DIRT CROSS ROAD AND THE AZIMUTH
 EL0745'MARK ON THE RIGHT, EAST SIDE.  TURN LEFT OFF THE HIGHWAY AND
 EL0745'GO WEST ON THE FARM ROAD FOR 0.35 MILE TO A WHITE WITNESS POST
 EL0745'ON THE RIGHT, NORTH SIDE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN4406 ***********************************************************************
 DN4406  DESIGNATION -  CANNON
 DN4406  PID         -  DN4406
 DN4406  STATE/COUNTY-  OK/TULSA
 DN4406  COUNTRY     -  US
 DN4406  USGS QUAD   -  JENKS (2019)
 DN4406
 DN4406                         *CURRENT SURVEY CONTROL
 DN4406  ______________________________________________________________________
 DN4406* NAD 83(2011) POSITION- 36 01 24.46039(N) 095 56 56.60438(W)   ADJUSTED
 DN4406* NAD 83(2011) ELLIP HT-   159.966 (meters)        (06/27/12)   ADJUSTED
 DN4406* NAD 83(2011) EPOCH   -  2010.00
 DN4406* NAVD 88 ORTHO HEIGHT -   188.9   (meters)      620.    (feet) GPS OBS
 DN4406  ______________________________________________________________________
 DN4406  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN4406  GEOID HEIGHT    -        -28.957 (meters)                     GEOID09
 DN4406  GEOID HEIGHT    -        -28.968 (meters)                     GEOID18
 DN4406  NAD 83(2011) X  -   -535,280.407 (meters)                     COMP
 DN4406  NAD 83(2011) Y  - -5,136,783.335 (meters)                     COMP
 DN4406  NAD 83(2011) Z  -  3,730,391.505 (meters)                     COMP
 DN4406  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DN4406
 DN4406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4406  Standards:
 DN4406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4406  -------------------------------------------------------------------
 DN4406  NETWORK    0.64   1.69           0.29   0.22   0.86      0.19626457
 DN4406  -------------------------------------------------------------------
 DN4406  Click here for local accuracies and other accuracy information.
 DN4406
 DN4406.The horizontal coordinates were established by GPS observations
 DN4406.and adjusted by the National Geodetic Survey in June 2012.
 DN4406
 DN4406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4406.been affixed to the stable North American tectonic plate. See 
 DN4406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4406
 DN4406.The horizontal coordinates are valid at the epoch date displayed above
 DN4406.which is a decimal equivalence of Year/Month/Day.
 DN4406
 DN4406.The orthometric height was determined by GPS observations and a
 DN4406.high-resolution geoid model.
 DN4406
 DN4406.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4406.GEOID18 height accuracy estimate available here.
 DN4406
 DN4406.Click photographs - Photos may exist for this station.
 DN4406
 DN4406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4406
 DN4406.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4406
 DN4406.The ellipsoidal height was determined by GPS observations
 DN4406.and is referenced to NAD 83.
 DN4406
 DN4406. The following values were computed from the NAD 83(2011) position.
 DN4406
 DN4406;                    North         East     Units Scale Factor Converg.
 DN4406;SPC OK N     -   115,508.129   784,842.557   MT  0.99994855   +1 12 37.3
 DN4406;SPC OK N     -   378,962.92  2,574,937.62   sFT  0.99994855   +1 12 37.3
 DN4406;UTM  15      - 3,990,574.939   234,250.800   MT  1.00047029   -1 44 07.5
 DN4406;UTM  14      - 3,990,858.009   774,933.173   MT  1.00053149   +1 47 43.6
 DN4406
 DN4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4406!SPC OK N     -   0.99997489  x   0.99994855  =   0.99992345
 DN4406!UTM  15      -   0.99997489  x   1.00047029  =   1.00044517
 DN4406!UTM  14      -   0.99997489  x   1.00053149  =   1.00050637
 DN4406
 DN4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3425090574(NAD 83)
 DN4406
 DN4406                          SUPERSEDED SURVEY CONTROL
 DN4406
 DN4406  NAD 83(2007)-  36 01 24.46047(N)    095 56 56.60504(W) AD(2002.00) B
 DN4406  ELLIP H (11/09/11)  159.982  (m)                       GP(2002.00) 4 2
 DN4406
 DN4406.Superseded values are not recommended for survey control.
 DN4406
 DN4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4406.See file dsdata.pdf to determine how the superseded data were derived.
 DN4406
 DN4406_MARKER: F = FLANGE-ENCASED ROD
 DN4406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN4406_STAMPING: CANNON 2011
 DN4406_MARK LOGO: NONE
 DN4406_PROJECTION: RECESSED 3 CENTIMETERS
 DN4406_MAGNETIC: I = MARKER IS A STEEL ROD
 DN4406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4406+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 DN4406_ROD/PIPE-DEPTH: 9.3 meters
 DN4406_SLEEVE-DEPTH  : .9 meters
 DN4406
 DN4406  HISTORY     - Date     Condition        Report By
 DN4406  HISTORY     - 20110413 MONUMENTED       AIRDAT
 DN4406
 DN4406                          STATION DESCRIPTION
 DN4406
 DN4406'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 DN4406'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF BROKEN
 DN4406'ARROW, 6.7 MI (10.8 KM) NORTH-NORTHWEST OF BIXBY AND 1.1 MI (1.8 KM)
 DN4406'EAST OF JENKS.  OWNERSHIP--CITY OF TULSA.
 DN4406'
 DN4406'TO REACH FROM THE INTERSECTION OF RIVERSIDE PARKWAY AND CREEK
 DN4406'TURNPIKE, GO NORTH ON RIVERSIDE PARKWAY FOR 0.46 KM (0.29 MI) TO
 DN4406'STATION ON THE RIGHT.
 DN4406'
 DN4406'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 DN4406'GREASE FILLED SLEEVE 90 CM (35 INCHES) LONG ENCASED IN A 12.7 CM (5
 DN4406'INCH) PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET 3.0 CM (1
 DN4406'INCH) BELOW GROUND.  IT IS 10.64 M (34.9 FT) EAST OF EAST BANNISTER OF
 DN4406'THE SOUTHBOUND LANES, 3.90 M (12.8 FT) NORTHEAST OF THE NORTHEAST
 DN4406'CORNER CONCRETE RETAINING WALL, 2.96 M (9.7 FT) WEST OF CARSONITE
 DN4406'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0577 ***********************************************************************
 GJ0577  DESIGNATION -  CANTON EAST MUN WATER TANK
 GJ0577  PID         -  GJ0577
 GJ0577  STATE/COUNTY-  OK/BLAINE
 GJ0577  COUNTRY     -  US
 GJ0577  USGS QUAD   -  CANTON (2018)
 GJ0577
 GJ0577                         *CURRENT SURVEY CONTROL
 GJ0577  ______________________________________________________________________
 GJ0577* NAD 83(1993) POSITION- 36 03 14.59418(N) 098 35 20.83981(W)   ADJUSTED
 GJ0577  ______________________________________________________________________
 GJ0577  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 GJ0577  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 GJ0577  HORZ ORDER      -  THIRD
 GJ0577
 GJ0577.The horizontal coordinates were established by classical geodetic methods
 GJ0577.and adjusted by the National Geodetic Survey in November 1994.
 GJ0577
 GJ0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0577.GEOID18 height accuracy estimate available here.
 GJ0577
 GJ0577.Click photographs - Photos may exist for this station.
 GJ0577
 GJ0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0577
 GJ0577. The following values were computed from the NAD 83(1993) position.
 GJ0577
 GJ0577;                    North         East     Units Scale Factor Converg.
 GJ0577;SPC OK N     -   117,111.103   546,921.965   MT  0.99994736   -0 20 51.6
 GJ0577;SPC OK N     -   384,222.01  1,794,359.81   sFT  0.99994736   -0 20 51.6
 GJ0577;UTM  14      - 3,990,021.947   537,006.253   MT  0.99961687   +0 14 30.6
 GJ0577
 GJ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3700690021(NAD 83)
 GJ0577
 GJ0577                          SUPERSEDED SURVEY CONTROL
 GJ0577
 GJ0577  NAD 83(1986)-  36 03 14.59824(N)    098 35 20.82501(W) AD(       ) 3
 GJ0577  NAD 27      -  36 03 14.45712(N)    098 35 19.52012(W) AD(       ) 3
 GJ0577
 GJ0577.Superseded values are not recommended for survey control.
 GJ0577
 GJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0577.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0577
 GJ0577_MARKER: 53 = ELEVATED TANK
 GJ0577
 GJ0577  HISTORY     - Date     Condition        Report By
 GJ0577  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0577
 GJ0577                          STATION DESCRIPTION
 GJ0577
 GJ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0577'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH ELEVATED
 GJ0577'TANK, LOCATED IN CANTON, ABOUT 200 FEET WEST OF BROADWAY AVENUE AND
 GJ0577'100 FEET EAST OF WASHINGTON AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0578 ***********************************************************************
 GJ0578  DESIGNATION -  CANTON GRAIN CO ELEVATOR
 GJ0578  PID         -  GJ0578
 GJ0578  STATE/COUNTY-  OK/BLAINE
 GJ0578  COUNTRY     -  US
 GJ0578  USGS QUAD   -  CANTON (2018)
 GJ0578
 GJ0578                         *CURRENT SURVEY CONTROL
 GJ0578  ______________________________________________________________________
 GJ0578* NAD 83(1993) POSITION- 36 03 17.51595(N) 098 35 24.09467(W)   ADJUSTED
 GJ0578  ______________________________________________________________________
 GJ0578  GEOID HEIGHT    -        -27.349 (meters)                     GEOID18
 GJ0578  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 GJ0578  HORZ ORDER      -  THIRD
 GJ0578
 GJ0578.The horizontal coordinates were established by classical geodetic methods
 GJ0578.and adjusted by the National Geodetic Survey in November 1994.
 GJ0578
 GJ0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0578.GEOID18 height accuracy estimate available here.
 GJ0578
 GJ0578.Click photographs - Photos may exist for this station.
 GJ0578
 GJ0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0578
 GJ0578. The following values were computed from the NAD 83(1993) position.
 GJ0578
 GJ0578;                    North         East     Units Scale Factor Converg.
 GJ0578;SPC OK N     -   117,201.647   546,841.054   MT  0.99994733   -0 20 53.5
 GJ0578;SPC OK N     -   384,519.07  1,794,094.36   sFT  0.99994733   -0 20 53.5
 GJ0578;UTM  14      - 3,990,111.624   536,924.442   MT  0.99961680   +0 14 28.7
 GJ0578
 GJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3692490111(NAD 83)
 GJ0578
 GJ0578                          SUPERSEDED SURVEY CONTROL
 GJ0578
 GJ0578  NAD 83(1986)-  36 03 17.52003(N)    098 35 24.08024(W) AD(       ) 3
 GJ0578  NAD 27      -  36 03 17.38343(N)    098 35 22.78983(W) AD(       ) 3
 GJ0578
 GJ0578.Superseded values are not recommended for survey control.
 GJ0578
 GJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0578.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0578
 GJ0578_MARKER: 65 = GRAIN ELEVATOR
 GJ0578
 GJ0578  HISTORY     - Date     Condition        Report By
 GJ0578  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0578
 GJ0578                          STATION DESCRIPTION
 GJ0578
 GJ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0578'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A 155
 GJ0578'FOOT ELEVATOR, LOCATED IN CANTON AND ABOUT 300 FEET NORTHWEST OF THE
 GJ0578'INTERSECTION OF WASHINGTON AVENUE AND WALNUT STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0579 ***********************************************************************
 GJ0579  DESIGNATION -  CANTON WEST MUN WATER TANK
 GJ0579  PID         -  GJ0579
 GJ0579  STATE/COUNTY-  OK/BLAINE
 GJ0579  COUNTRY     -  US
 GJ0579  USGS QUAD   -  CANTON (2018)
 GJ0579
 GJ0579                         *CURRENT SURVEY CONTROL
 GJ0579  ______________________________________________________________________
 GJ0579* NAD 83(1993) POSITION- 36 03 18.95238(N) 098 37 08.66926(W)   ADJUSTED
 GJ0579  ______________________________________________________________________
 GJ0579  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 GJ0579  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 GJ0579  HORZ ORDER      -  THIRD
 GJ0579
 GJ0579.The horizontal coordinates were established by classical geodetic methods
 GJ0579.and adjusted by the National Geodetic Survey in November 1994.
 GJ0579
 GJ0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0579.GEOID18 height accuracy estimate available here.
 GJ0579
 GJ0579.Click photographs - Photos may exist for this station.
 GJ0579
 GJ0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0579
 GJ0579. The following values were computed from the NAD 83(1993) position.
 GJ0579
 GJ0579;                    North         East     Units Scale Factor Converg.
 GJ0579;SPC OK N     -   117,262.214   544,224.221   MT  0.99994732   -0 21 55.2
 GJ0579;SPC OK N     -   384,717.78  1,785,508.97   sFT  0.99994732   -0 21 55.2
 GJ0579;UTM  14      - 3,990,145.252   534,307.992   MT  0.99961450   +0 13 27.1
 GJ0579
 GJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3430790145(NAD 83)
 GJ0579
 GJ0579                          SUPERSEDED SURVEY CONTROL
 GJ0579
 GJ0579  NAD 83(1986)-  36 03 18.95637(N)    098 37 08.65470(W) AD(       ) 3
 GJ0579  NAD 27      -  36 03 18.81341(N)    098 37 07.32977(W) AD(       ) 3
 GJ0579
 GJ0579.Superseded values are not recommended for survey control.
 GJ0579
 GJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0579.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0579
 GJ0579_MARKER: 53 = ELEVATED TANK
 GJ0579
 GJ0579  HISTORY     - Date     Condition        Report By
 GJ0579  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0579
 GJ0579                          STATION DESCRIPTION
 GJ0579
 GJ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0579'THE STATION IS THE CENTER OF THE TOP OF A 42 FOOT HIGH, ELEVATED
 GJ0579'TANK, LOCATED ABOUT 2 MILES WEST OF CANTON, 0.2 MILE SOUTH OF STATE
 GJ0579'HIGHWAY 51 AND 50 FEET WEST OF A NORTH-SOUTH DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0964 ***********************************************************************
 GK0964  DESIGNATION -  CANYON
 GK0964  PID         -  GK0964
 GK0964  STATE/COUNTY-  OK/BEAVER
 GK0964  COUNTRY     -  US
 GK0964  USGS QUAD   -  LOGAN (2018)
 GK0964
 GK0964                         *CURRENT SURVEY CONTROL
 GK0964  ______________________________________________________________________
 GK0964* NAD 83(1993) POSITION- 36 30 51.63664(N) 100 12 57.89990(W)   ADJUSTED
 GK0964* NAVD 88 ORTHO HEIGHT -   806.    (meters)     2644.    (feet) SCALED
 GK0964  ______________________________________________________________________
 GK0964  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 GK0964  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GK0964  HORZ ORDER      -  THIRD
 GK0964
 GK0964.The horizontal coordinates were established by classical geodetic methods
 GK0964.and adjusted by the National Geodetic Survey in November 1994.
 GK0964
 GK0964.The orthometric height was scaled from a topographic map.
 GK0964
 GK0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0964.GEOID18 height accuracy estimate available here.
 GK0964
 GK0964.Click photographs - Photos may exist for this station.
 GK0964
 GK0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0964
 GK0964. The following values were computed from the NAD 83(1993) position.
 GK0964
 GK0964;                    North         East     Units Scale Factor Converg.
 GK0964;SPC OK N     -   170,288.541   401,519.728   MT  0.99996368   -1 18 28.1
 GK0964;SPC OK N     -   558,688.32  1,317,319.31   sFT  0.99996368   -1 18 28.1
 GK0964;SPC TX N     - 1,279,700.025   315,013.871   MT  1.00009402   +0 44 38.7
 GK0964;SPC TX N     - 4,198,482.50  1,033,508.01   sFT  1.00009402   +0 44 38.7
 GK0964;UTM  14      - 4,041,686.772   391,111.020   MT  0.99974608   -0 43 25.2
 GK0964
 GK0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0964!SPC OK N     -   0.99987783  x   0.99996368  =   0.99984152
 GK0964!SPC TX N     -   0.99987783  x   1.00009402  =   0.99997184
 GK0964!UTM  14      -   0.99987783  x   0.99974608  =   0.99962395
 GK0964
 GK0964:                Primary Azimuth Mark                     Grid Az
 GK0964:SPC OK N     -  CANYON AZ MK                             089 53 32.7
 GK0964:SPC TX N     -  CANYON AZ MK                             087 50 25.9
 GK0964:UTM  14      -  CANYON AZ MK                             089 18 29.8
 GK0964
 GK0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9111141686(NAD 83)
 GK0964
 GK0964|---------------------------------------------------------------------|
 GK0964| PID    Reference Object                     Distance      Geod. Az  |
 GK0964|                                                           dddmmss.s |
 GK0964| CK9145 CANYON AZ MK                                       0883504.6 |
 GK0964| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.11.8 KM 1441211.2 |
 GK0964| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.11.4 KM 1444820.2 |
 GK0964| GK1005 DARROUZETT COOP ASSOC ELEV          APPROX.12.8 KM 2313547.2 |
 GK0964| GK1016 BOOKER EQUITY GRAIN ELEVATOR        APPROX.29.3 KM 2571738.6 |
 GK0964| CK9147 CANYON RM 2                          20.315 METERS 27027     |
 GK0964| CK9146 CANYON RM 1                          24.541 METERS 35932     |
 GK0964|---------------------------------------------------------------------|
 GK0964
 GK0964                          SUPERSEDED SURVEY CONTROL
 GK0964
 GK0964  NAD 83(1986)-  36 30 51.64335(N)    100 12 57.88839(W) AD(       ) 3
 GK0964  NAD 27      -  36 30 51.53200(N)    100 12 56.39800(W) AD(       ) 3
 GK0964
 GK0964.Superseded values are not recommended for survey control.
 GK0964
 GK0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0964.See file dsdata.pdf to determine how the superseded data were derived.
 GK0964
 GK0964_MARKER: DS = TRIANGULATION STATION DISK
 GK0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0964_STAMPING: CANYON 1951
 GK0964_MARK LOGO: CGS
 GK0964_PROJECTION: FLUSH
 GK0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0964+STABILITY: SURFACE MOTION
 GK0964
 GK0964  HISTORY     - Date     Condition        Report By
 GK0964  HISTORY     - 1951     MONUMENTED       CGS
 GK0964
 GK0964                          STATION DESCRIPTION
 GK0964
 GK0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0964'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A DIRT FARM ROAD
 GK0964'IN A FENCE LINE.  IT IS LOCATED AIRLINE ABOUT 7 MILES NORTHWEST
 GK0964'OF FOLLETT, ABOUT 8 MILES NORTHEAST OF DARROUZETT, AND ABOUT
 GK0964'5 MILES NORTH OF STATE HIGHWAY 117.
 GK0964'
 GK0964'THE STATION IS A STANDARD DISK STAMPED CANYON 1951 SET IN TOP OF
 GK0964'A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 GK0964'GROUND.  IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, 16
 GK0964'FEET EAST-SOUTHEAST OF A WHITE WITNESS POST, AND 30 FEET SOUTH
 GK0964'OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0964'
 GK0964'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANYON
 GK0964'NO 1 1951 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GK0964'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET
 GK0964'LOWER THAN THE STATION.  IT IS 25 FEET NORTH OF THE CENTER
 GK0964'LINE OF A DIRT FARM ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 GK0964'LINE.
 GK0964'
 GK0964'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANYON
 GK0964'NO 2 1951 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GK0964'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 GK0964'LOWER THAN THE STATION.  IT IS 27 FEET SOUTH OF THE CENTER LINE
 GK0964'OF A DIRT FARM ROAD.
 GK0964'
 GK0964'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANYON 1951 SET
 GK0964'IN TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GK0964'2 INCHES ABOVE THE GROUND.  IT IS 3 FEET SOUTHEAST OF A FENCE
 GK0964'CORNER AND ABOUT 42 FEET NORTHEAST OF A FARM ROAD JUNCTION
 GK0964'WITH AN ENTRANCE ROAD TO A FARM HOUSE.
 GK0964'
 GK0964'TO REACH THE STATION FROM THE POST OFFICE IN FOLLETT, GO NORTH
 GK0964'FOR 0.2 MILE TO STATE HIGHWAY 117.  TURN LEFT ONTO STATE HIGHWAY
 GK0964'117 AND FOLLOW WEST FOR 1.5 MILES TO A SIDE ROAD, RIGHT, NORTH.
 GK0964'TURN RIGHT AND FOLLOW THE DIRT ROAD FOR 4.7 MILES TO A T-ROAD.
 GK0964'TURN RIGHT AND GO EAST FOR 0.4 MILE TO A T-ROAD.  TURN LEFT,
 GK0964'NORTH, AND GO 0.9 MILE.  TAKE THE LEFT FORK, WESTERLY, FOR 2.5
 GK0964'MILES TO A FENCE CORNER, AN ENTRANCE TO A FARM HOUSE, AND THE
 GK0964'AZIMUTH MARK.  CONTINUE WEST FOR 0.5 MILE TO THE TOP OF A
 GK0964'SMALL HILL AND THE STATION ON THE LEFT, SOUTH, SIDE OF THE
 GK0964'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1011 ***********************************************************************
 FJ1011  DESIGNATION -  CAPITOL
 FJ1011  PID         -  FJ1011
 FJ1011  STATE/COUNTY-  OK/OKLAHOMA
 FJ1011  COUNTRY     -  US
 FJ1011  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1011
 FJ1011                         *CURRENT SURVEY CONTROL
 FJ1011  ______________________________________________________________________
 FJ1011* NAD 83(1993) POSITION- 35 29 33.83693(N) 097 30 08.74737(W)   ADJUSTED
 FJ1011* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 FJ1011  ______________________________________________________________________
 FJ1011  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 FJ1011  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 FJ1011  HORZ ORDER      -  FIRST
 FJ1011
 FJ1011.The horizontal coordinates were established by classical geodetic methods
 FJ1011.and adjusted by the National Geodetic Survey in November 1994.
 FJ1011
 FJ1011.The orthometric height was scaled from a topographic map.
 FJ1011
 FJ1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1011.GEOID18 height accuracy estimate available here.
 FJ1011
 FJ1011.Click photographs - Photos may exist for this station.
 FJ1011
 FJ1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1011
 FJ1011. The following values were computed from the NAD 83(1993) position.
 FJ1011
 FJ1011;                    North         East     Units Scale Factor Converg.
 FJ1011;SPC OK N     -    54,786.132   645,148.750   MT  1.00001424   +0 17 37.1
 FJ1011;SPC OK N     -   179,744.17  2,116,625.52   sFT  1.00001424   +0 17 37.1
 FJ1011;UTM  14      - 3,928,718.278   635,836.598   MT  0.99982738   +0 52 10.6
 FJ1011
 FJ1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1011!SPC OK N     -   0.99994490  x   1.00001424  =   0.99995914
 FJ1011!UTM  14      -   0.99994490  x   0.99982738  =   0.99977229
 FJ1011
 FJ1011:                Primary Azimuth Mark                     Grid Az
 FJ1011:SPC OK N     -  CAPITOL AZ MK                            039 18 52.1
 FJ1011:UTM  14      -  CAPITOL AZ MK                            038 44 18.6
 FJ1011
 FJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3583628718(NAD 83)
 FJ1011
 FJ1011|---------------------------------------------------------------------|
 FJ1011| PID    Reference Object                     Distance      Geod. Az  |
 FJ1011|                                                           dddmmss.s |
 FJ1011| FJ0862 OKLA CITY TV STA KWTV MAST          APPROX. 6.3 KM 0041305.1 |
 FJ1011| FJ0869 EDMOND RODKEY ELEV ROD              APPROX.17.8 KM 0051812.0 |
 FJ1011| FJ0874 EDMOND STATE HWY PATROL MAST        APPROX.14.9 KM 0072101.5 |
 FJ1011| FJ0867 OKLA CITY TV STA KMPT MAST          APPROX. 7.9 KM 0075902.6 |
 FJ1011| FJ0868 OKLA CITY RAD STA KBYE MAST         APPROX. 4.7 KM 0323513.1 |
 FJ1011| CL4412 CAPITOL AZ MK                                      0393629.2 |
 FJ1011| CL4413 CAPITOL RM 1                         22.986 METERS 06732     |
 FJ1011| FJ0986 OKLAHOMA COUNTY HOME TANK           APPROX. 9.4 KM 0883150.2 |
 FJ1011| FJ0994 MIDWEST CITY HOLMAN TANK            APPROX.11.3 KM 0984002.1 |
 FJ1011| FJ1002 OKLA CITY RAD STA KKC 628 MAST      APPROX. 6.8 KM 1034907.2 |
 FJ1011| FJ0992 MIDWEST CITY MUNICIPAL TANK         APPROX.11.0 KM 1225618.0 |
 FJ1011| FJ0993 TINKER AFB S TANK OF TWO            APPROX.11.8 KM 1232241.3 |
 FJ1011| FJ0998 TINKER AFB CONTROL TOWER            APPROX.12.8 KM 1251701.4 |
 FJ1011| FJ0988 OKLA CITY RAD STA KTOW MAST         APPROX. 3.5 KM 1460843.1 |
 FJ1011| FJ1016 OKLA CITY RAD STA KTVQ ANT          APPROX. 3.0 KM 2045549.0 |
 FJ1011| FJ1014 OKLA CITY UNIVERSITY TOWER          APPROX. 3.6 KM 2724305.6 |
 FJ1011| FJ1105 BETHANY ST JOSEPHS HOME TANK        APPROX.12.8 KM 2793732.5 |
 FJ1011| FJ1106 BETHANY MUNICIPAL TANK              APPROX.11.8 KM 2795745.6 |
 FJ1011| FJ1093 WARR ACRES PUTNAM SCHOOL STACK      APPROX.10.5 KM 2815348.8 |
 FJ1011| FJ1095 WARR ACRES MUNICIPAL TANK           APPROX.10.8 KM 2880953.0 |
 FJ1011| CL4414 CAPITOL RM 2                         22.745 METERS 29937     |
 FJ1011| FJ1097 OKLA CITY NICHOLS HILL MUN TK       APPROX. 8.8 KM 3181216.2 |
 FJ1011| FJ1101 OKLA CITY BELLE ISLE STA STACK      APPROX. 5.0 KM 3210046.3 |
 FJ1011| FJ1098 OKLA CITY LAKE HEFNER TANK          APPROX.12.5 KM 3231407.0 |
 FJ1011| FJ1100 OKLA CITY NICHOLS HILL SPHERE       APPROX. 8.9 KM 3252549.5 |
 FJ1011| FJ1102 OKLA CITY NICHOLS HILL MUN TK       APPROX. 6.7 KM 3384855.2 |
 FJ1011| FJ1096 OKLA CITY BRITTON MUNICIPAL TK      APPROX. 8.6 KM 3414001.3 |
 FJ1011| FJ1099 OKLA CITY TV STA KWY MAST           APPROX. 7.7 KM 3565759.2 |
 FJ1011|---------------------------------------------------------------------|
 FJ1011
 FJ1011                          SUPERSEDED SURVEY CONTROL
 FJ1011
 FJ1011  NAD 83(1986)-  35 29 33.84306(N)    097 30 08.73043(W) AD(       ) 1
 FJ1011  NAD 27      -  35 29 33.62803(N)    097 30 07.59016(W) AD(       ) 1
 FJ1011
 FJ1011.Superseded values are not recommended for survey control.
 FJ1011
 FJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1011.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1011
 FJ1011_MARKER: DS = TRIANGULATION STATION DISK
 FJ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1011_STAMPING: CAPITOL 1955
 FJ1011_MARK LOGO: CGS
 FJ1011_PROJECTION: FLUSH
 FJ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1011+STABILITY: SURFACE MOTION
 FJ1011
 FJ1011  HISTORY     - Date     Condition        Report By
 FJ1011  HISTORY     - 1955     MONUMENTED       CGS
 FJ1011  HISTORY     - 1971     MARK NOT FOUND   OKDH
 FJ1011
 FJ1011                          STATION DESCRIPTION
 FJ1011
 FJ1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1011'THE STATION IS LOCATED ABOUT 125 YARDS SOUTHEAST OF THE
 FJ1011'INTERSECTION OF LINCOLN AVENUE AND N.E. 23 RD STREET IN
 FJ1011'OKLAHOMA CITY, ON THE NORTHEAST LAWN OF THE CAPITOL GROUNDS,
 FJ1011'IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 27,
 FJ1011'T 12 N, R 3 W.
 FJ1011'
 FJ1011'THE STATION MARK IS 160 FEET WEST OF THE CENTER OF THE SIDEWALK
 FJ1011'BORDERING THE LAWN TO THE EAST, 126 FEET SOUTH OF THE CENTER
 FJ1011'OF THE SIDEWALK BORDERING THE LAWN TO THE NORTH, AND 87
 FJ1011'FEET NORTH OF THE NORTHEAST CORNER OF A RETAINING WALL ON
 FJ1011'THE CAPITOL LAWN.  THE MARK IS LEVEL WITH THE SURFACE OF
 FJ1011'THE GROUND AND IS STAMPED CAPITOL 1955.
 FJ1011'
 FJ1011'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 107 FEET
 FJ1011'SOUTH OF THE NORTH SIDEWALK AND 90 FEET WEST OF THE EAST
 FJ1011'SIDEWALK ON THE CAPITOL LAWN.  THE MARK IS LEVEL WITH THE
 FJ1011'SURFACE OF THE GROUND AND IS STAMPED CAPITOL NO 1 1955.
 FJ1011'
 FJ1011'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 136 FEET
 FJ1011'NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH WING OF A
 FJ1011'RETAINING WALL AND 87 FEET SOUTH OF THE NORTH SIDEWALK ON
 FJ1011'THE CAPITOL LAWN.  THE MARK IS LEVEL WITH THE SURFACE OF
 FJ1011'THE GROUND AND IS STAMPED CAPITOL NO 2 1955.
 FJ1011'
 FJ1011'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 FJ1011'IS 0.15 MILE EAST OF PHILLIPS AVENUE, 0.05 MILE SOUTH OF
 FJ1011'N.E. 23 RD STREET, ABOUT 110 FEET SOUTH OF THE SOUTHEAST
 FJ1011'FENCE CORNER OF THE GOVENORS MANSION GROUNDS, 2 FEET NORTH
 FJ1011'OF A POWER LINE POLE, AND 2 FEET NORTHWEST OF A WITNESS POST.
 FJ1011'
 FJ1011'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FJ1011
 FJ1011                          STATION RECOVERY (1971)
 FJ1011
 FJ1011'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (OCC)
 FJ1011'CAPITOL AZIMUTH RECOVERED GOOD.
 FJ1011'
 FJ1011'THIS MARK WAS DESTROYED ON 11/8/71 DURING EMERGENCY CONSTRUCTION OF A
 FJ1011'HELIPORT AT GOVERNORS MANSION, WHICH WAS BEING CONSTRUCTED TO
 FJ1011'ACCOMODATE THANKSGIVING, 1971, VISIT BY PRESIDENT RICHARD M. NIXON.
 FJ1011'(PRESIDENT NIXON LATER DECLINED - VISIT NOT MADE.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0966 ***********************************************************************
 GK0966  DESIGNATION -  CARBIN
 GK0966  PID         -  GK0966
 GK0966  STATE/COUNTY-  OK/BEAVER
 GK0966  COUNTRY     -  US
 GK0966  USGS QUAD   -  CLEAR LAKE SE (2018)
 GK0966
 GK0966                         *CURRENT SURVEY CONTROL
 GK0966  ______________________________________________________________________
 GK0966* NAD 83(1997) POSITION- 36 35 52.27574(N) 100 20 35.91875(W)   ADJUSTED
 GK0966* NAVD 88 ORTHO HEIGHT -   829.8   (meters)     2722.    (feet) VERTCON3
 GK0966  ______________________________________________________________________
 GK0966  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 GK0966  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 GK0966  HORZ ORDER      -  FIRST
 GK0966
 GK0966.The horizontal coordinates were established by classical geodetic methods
 GK0966.and adjusted by the National Geodetic Survey in October 1998.
 GK0966
 GK0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0966
 GK0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0966.GEOID18 height accuracy estimate available here.
 GK0966
 GK0966.Click photographs - Photos may exist for this station.
 GK0966
 GK0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0966
 GK0966. The following values were computed from the NAD 83(1997) position.
 GK0966
 GK0966;                    North         East     Units Scale Factor Converg.
 GK0966;SPC OK N     -   179,820.257   390,350.583   MT  0.99997355   -1 22 58.4
 GK0966;SPC OK N     -   589,960.29  1,280,675.20   sFT  0.99997355   -1 22 58.4
 GK0966;SPC TX N     - 1,288,826.864   303,508.891   MT  1.00012307   +0 40 13.2
 GK0966;SPC TX N     - 4,228,426.14    995,762.09   sFT  1.00012307   +0 40 13.2
 GK0966;UTM  14      - 4,051,102.388   379,847.786   MT  0.99977786   -0 48 03.5
 GK0966
 GK0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0966!SPC OK N     -   0.99987412  x   0.99997355  =   0.99984767
 GK0966!SPC TX N     -   0.99987412  x   1.00012307  =   0.99999717
 GK0966!UTM  14      -   0.99987412  x   0.99977786  =   0.99965200
 GK0966
 GK0966:                Primary Azimuth Mark                     Grid Az
 GK0966:SPC OK N     -  BOOKER MUNICIPAL WATER TANK              228 54 40.7
 GK0966:SPC TX N     -  BOOKER MUNICIPAL WATER TANK              226 51 29.1
 GK0966:UTM  14      -  BOOKER MUNICIPAL WATER TANK              228 19 45.8
 GK0966
 GK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7984751102(NAD 83)
 GK0966
 GK0966|---------------------------------------------------------------------|
 GK0966| PID    Reference Object                     Distance      Geod. Az  |
 GK0966|                                                           dddmmss.s |
 GK0966| GK0965 CARBIN 2                              6.019 METERS 04732     |
 GK0966| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.26.2 KM 1354631.3 |
 GK0966| CK9150 CARBIN 2 RM 3                                      16829     |
 GK0966| CK9148 CARBIN RM 1                          26.850 METERS 21558     |
 GK0966| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.23.9 KM 2273142.3 |
 GK0966| CK9149 CARBIN RM 2                                        35617     |
 GK0966|---------------------------------------------------------------------|
 GK0966
 GK0966                          SUPERSEDED SURVEY CONTROL
 GK0966
 GK0966  NAD 83(1993)-  36 35 52.27575(N)    100 20 35.91885(W) AD(       ) 1
 GK0966  NAD 83(1986)-  36 35 52.28223(N)    100 20 35.90804(W) AD(       ) 1
 GK0966  NAD 27      -  36 35 52.17400(N)    100 20 34.39400(W) AD(       ) 1
 GK0966  NGVD 29 (07/19/86)  829.5    (m)         2721.     (f) VERT ANG       
 GK0966
 GK0966.Superseded values are not recommended for survey control.
 GK0966
 GK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0966.See file dsdata.pdf to determine how the superseded data were derived.
 GK0966
 GK0966_MARKER: DS = TRIANGULATION STATION DISK
 GK0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0966_STAMPING: CARBIN 1931
 GK0966_MARK LOGO: CGS
 GK0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0966+STABILITY: SURFACE MOTION
 GK0966
 GK0966  HISTORY     - Date     Condition        Report By
 GK0966  HISTORY     - 1931     MONUMENTED       CGS
 GK0966  HISTORY     - 1950     GOOD             CGS
 GK0966
 GK0966                          STATION DESCRIPTION
 GK0966
 GK0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0966'STATION IS 9-3/4 MILES N AND 11 MILES E OF BOOKER, TEXAS, 1-3/4
 GK0966'MILES N AND 7 MILES W OF LOGAN (STORE AND POST OFFICE), 1/4 MILE
 GK0966'S OF NW CORNER OF SEC. 35, T 2 N, R 25 E, 27 FEET E OF CENTER
 GK0966'LINE OF ROAD, 1 FOOT W OF FENCE LINE, AND ON PROPERTY OF MR.
 GK0966'CARBIN, WHOSE HOUSE IS ABOUT 1/4 MILE TO NE.  MARK PROJECTS
 GK0966'3 INCHES ABOVE GROUND.
 GK0966'
 GK0966'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0966'DISKS SET IN CONCRETE.
 GK0966'
 GK0966'REFERENCE MARK NO. 1 IS 27 FEET W OF CENTER OF ROAD, 1 FOOT
 GK0966'E OF FENCE LINE, 88.09 FEET FROM STATION, S 35 DEG 58 MIN W,
 GK0966'AND PROJECTS 3 INCHES ABOVE GROUND.
 GK0966'
 GK0966'REFERENCE MARK NO. 2 IS 30 FEET W OF CENTER OF ROAD, 0.4 FOOT
 GK0966'W OF FENCE LINE, AND 0.2 MILE FROM STATION, N 03 DEG 43 MIN W
 GK0966'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 GK0966'
 GK0966'OTHER AZIMUTHS FROM STATION ARE--FOLLETT, MUNICIPAL WATER TANK,
 GK0966'(BLACK), FINIAL, 315 DEG 46 MIN 33 SEC.  BOOKER, MUNICIPAL WATER
 GK0966'TANK (BLACK), FINIAL, 47 DEG 31 MIN 45 SEC.
 GK0966'
 GK0966'TO REACH STATION FROM FOLLETT GO N 6.6 MILES TO TRUNK LINE ROAD,
 GK0966'W 11.5 MILES TO SHORT JOG TO N, N ON NARROW ROAD 4.5 MILES
 GK0966'TO STATION.  FROM BOOKER GO N 3 MILES TO OLD STATE LINE, E
 GK0966'0.5 MILE, N 3 MILES, E 5 MILES, N 0.75 MILE TO STATION.
 GK0966
 GK0966                          STATION RECOVERY (1950)
 GK0966
 GK0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEB)
 GK0966'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GK0966'
 GK0966'STATION IS LOCATED ON THE E SIDE OF N-S COUNTY ROAD, ON A
 GK0966'FLAT-TOPPED HILL WHICH IS A CULTIVATED WHEAT COUNTRY.  IT IS
 GK0966'9-3/4 MILES N AND 11 MILES E OF BOOKER, TEXAS, 10 MILES E AND
 GK0966'1-1/4 MILES S OF ELMWOOD (STORE AND POST OFFICE), ABOUT 1/4 MILE
 GK0966'S OF NW CORNER OF SEC. 34, T. 2 N., R. 25 E., ON THE PROPERTY
 GK0966'OF MRS. ERSEL TICE.
 GK0966'
 GK0966'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A MASS
 GK0966'OF CONCRETE FLUSH WITH GROUND.  IT IS STAMPED CARBIN 1931.
 GK0966'
 GK0966'R.M. 1 IS AT ABOUT SAME ELEVATION AS STATION.  IT IS A BRONZE
 GK0966'DISK SET IN TOP OF A CONCRETE BLOCK FLUSH WITH GROUND.  IT IS
 GK0966'88.09 FEET WSW OF STATION AND 1 FOOT E OF N-S FENCE LINE.
 GK0966'
 GK0966'R.M. 2 IS AT ABOUT SAME ELEVATION AS STATION.  IT IS A BRONZE
 GK0966'DISK SET IN A BLOCK OF CONCRETE THAT IS FLUSH WITH GROUND.
 GK0966'IT IS IN W FENCE LINE ON THE W SIDE OF N-S ROAD AND IS
 GK0966'APPROXIMATELY 0.2 MILE NNW OF STATION.
 GK0966'
 GK0966'TO REACH THE STATION FROM ELMWOOD, OKLAHOMA, POST OFFICE,
 GK0966'GO E ON U.S. HIGHWAY 270 FOR 10.0 MILES, THEN RIGHT (S) ON A
 GK0966'COUNTY GRADED ROAD FOR 1.0 MILE TO CROSS ROAD, THEN CONTINUE
 GK0966'S FOR 0.25 MILE TO STATION ON LEFT (E) SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0965 ***********************************************************************
 GK0965  DESIGNATION -  CARBIN 2
 GK0965  PID         -  GK0965
 GK0965  STATE/COUNTY-  OK/BEAVER
 GK0965  COUNTRY     -  US
 GK0965  USGS QUAD   -  CLEAR LAKE SE (2018)
 GK0965
 GK0965                         *CURRENT SURVEY CONTROL
 GK0965  ______________________________________________________________________
 GK0965* NAD 83(1997) POSITION- 36 35 52.40759(N) 100 20 35.74012(W)   ADJUSTED
 GK0965* NAVD 88 ORTHO HEIGHT -   830.    (meters)     2723.    (feet) SCALED
 GK0965  ______________________________________________________________________
 GK0965  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 GK0965  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 GK0965  HORZ ORDER      -  FIRST
 GK0965
 GK0965.The horizontal coordinates were established by classical geodetic methods
 GK0965.and adjusted by the National Geodetic Survey in October 1998.
 GK0965
 GK0965.The orthometric height was scaled from a topographic map.
 GK0965
 GK0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0965.GEOID18 height accuracy estimate available here.
 GK0965
 GK0965.Click photographs - Photos may exist for this station.
 GK0965
 GK0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0965
 GK0965. The following values were computed from the NAD 83(1997) position.
 GK0965
 GK0965;                    North         East     Units Scale Factor Converg.
 GK0965;SPC OK N     -   179,824.213   390,355.120   MT  0.99997356   -1 22 58.3
 GK0965;SPC OK N     -   589,973.27  1,280,690.09   sFT  0.99997356   -1 22 58.3
 GK0965;SPC TX N     - 1,288,830.981   303,513.283   MT  1.00012308   +0 40 13.3
 GK0965;SPC TX N     - 4,228,439.64    995,776.50   sFT  1.00012308   +0 40 13.3
 GK0965;UTM  14      - 4,051,106.389   379,852.281   MT  0.99977785   -0 48 03.4
 GK0965
 GK0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0965!SPC OK N     -   0.99987404  x   0.99997356  =   0.99984760
 GK0965!SPC TX N     -   0.99987404  x   1.00012308  =   0.99999710
 GK0965!UTM  14      -   0.99987404  x   0.99977785  =   0.99965192
 GK0965
 GK0965:                Primary Azimuth Mark                     Grid Az
 GK0965:SPC OK N     -  BOOKER MUNICIPAL WATER TANK              228 54 40.7
 GK0965:SPC TX N     -  BOOKER MUNICIPAL WATER TANK              226 51 29.1
 GK0965:UTM  14      -  BOOKER MUNICIPAL WATER TANK              228 19 45.8
 GK0965
 GK0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7985251106(NAD 83)
 GK0965
 GK0965|---------------------------------------------------------------------|
 GK0965| PID    Reference Object                     Distance      Geod. Az  |
 GK0965|                                                           dddmmss.s |
 GK0965| CK9150 CARBIN 2 RM 3                        20.050 METERS 18324     |
 GK0965| CK9148 CARBIN RM 1                          32.720 METERS 21805     |
 GK0965| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.23.9 KM 2273142.4 |
 GK0965| GK0966 CARBIN                                6.019 METERS 22732     |
 GK0965| CK9149 CARBIN RM 2                                        35519     |
 GK0965|---------------------------------------------------------------------|
 GK0965
 GK0965                          SUPERSEDED SURVEY CONTROL
 GK0965
 GK0965  NAD 83(1993)-  36 35 52.40760(N)    100 20 35.74023(W) AD(       ) 1
 GK0965  NAD 83(1986)-  36 35 52.41408(N)    100 20 35.72942(W) AD(       ) 1
 GK0965  NAD 27      -  36 35 52.30600(N)    100 20 34.21500(W) AD(       ) 1
 GK0965
 GK0965.Superseded values are not recommended for survey control.
 GK0965
 GK0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0965.See file dsdata.pdf to determine how the superseded data were derived.
 GK0965
 GK0965_MARKER: DS = TRIANGULATION STATION DISK
 GK0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0965_STAMPING: CARBIN 2 1950
 GK0965_MARK LOGO: CGS
 GK0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0965+STABILITY: SURFACE MOTION
 GK0965
 GK0965  HISTORY     - Date     Condition        Report By
 GK0965  HISTORY     - 1950     MONUMENTED       CGS
 GK0965
 GK0965                          STATION DESCRIPTION
 GK0965
 GK0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GES)
 GK0965'STATION IS LOCATED ON THE E SIDE OF A NEWLY GRADED N-S COUNTY
 GK0965'ROAD, ON A FLAT-TOPPED HILL WHICH IS IN CULTIVATED WHEAT
 GK0965'COUNTRY.  IT IS ABOUT 2 FEET E OF THE E RIGHT-OF-WAY FENCE
 GK0965'LINE, ON THE PROPERTY OF MRS. ERSEL TICE, 9-3/4 MILES N AND
 GK0965'11 MILES E OF BOOKER, TEXAS, 10 MILES E AND 1-1/4 MILES S OF
 GK0965'ELMWOOD, OKLAHOMA, AND ABOUT 1/4 MILE S OF NW CORNER OF SEC.
 GK0965'34, T. 2 N., R. 25 E.
 GK0965'
 GK0965'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  SURFACE
 GK0965'MARK IS STAMPED CARBIN 2 1950.
 GK0965'
 GK0965'R.M. 1 IS ON THE W SIDE OF THE ROAD, ABOUT 1 FOOT E OF RIGHT-OF-WAY
 GK0965'FENCE, AND 107.35 FEET FROM THE STATION.  IT IS A BRONZE
 GK0965'REFERENCE DISK SET IN CONCRETE AND IS STAMPED CARBIN 1931.
 GK0965'
 GK0965'R.M. 2 IS IN W RIGHT-OF-WAY FENCE LINE AND ABOUT 0.2 MILE NNW
 GK0965'OF THE STATION.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE
 GK0965'AND IS STAMPED CARBIN 1931.
 GK0965'
 GK0965'R.M. 3 IS IN SAME FENCE LINE AS STATION AND 65.785 FEET S OF
 GK0965'THE STATION.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE
 GK0965'AND IS STAMPED CARBIN 2 1950.
 GK0965'
 GK0965'TO REACH STATION FROM ELMWOOD, OKLAHOMA, GO E ON U.S. HIGHWAY
 GK0965'270 FOR 10.0 MILES, THEN RIGHT (S) ON GRADED ROAD FOR 1.0 MILE
 GK0965'TO CROSS ROAD, THEN CONTINUE S FOR 0.25 MILE TO STATION ON
 GK0965'LEFT (E).
 GK0965'
 GK0965'CARBIN 1931 SUBSURFACE MARK WAS INTACT IN BOTTOM GRADER DITCH
 GK0965'AFTER NEW ROAD WAS FINISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0718 ***********************************************************************
 GG0718  DESIGNATION -  CARDIN COMMERCE MINING CO TANK
 GG0718  PID         -  GG0718
 GG0718  STATE/COUNTY-  OK/OTTAWA
 GG0718  COUNTRY     -  US
 GG0718  USGS QUAD   -  PICHER (2018)
 GG0718
 GG0718                         *CURRENT SURVEY CONTROL
 GG0718  ______________________________________________________________________
 GG0718* NAD 83(1997) POSITION- 36 58 18.88069(N) 094 52 05.13186(W)   ADJUSTED
 GG0718  ______________________________________________________________________
 GG0718  GEOID HEIGHT    -        -29.564 (meters)                     GEOID18
 GG0718  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 GG0718  HORZ ORDER      -  THIRD
 GG0718
 GG0718.The horizontal coordinates were established by classical geodetic methods
 GG0718.and adjusted by the National Geodetic Survey in October 1998.
 GG0718
 GG0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0718.GEOID18 height accuracy estimate available here.
 GG0718
 GG0718.Click photographs - Photos may exist for this station.
 GG0718
 GG0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0718
 GG0718. The following values were computed from the NAD 83(1997) position.
 GG0718
 GG0718;                    North         East     Units Scale Factor Converg.
 GG0718;SPC OK N     -   223,298.676   878,842.736   MT  1.00004389   +1 50 53.8
 GG0718;SPC OK N     -   732,605.74  2,883,336.54   sFT  1.00004389   +1 50 53.8
 GG0718;UTM  15      - 4,093,387.081   333,715.158   MT  0.99994064   -1 07 25.6
 GG0718
 GG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3371593387(NAD 83)
 GG0718
 GG0718                          SUPERSEDED SURVEY CONTROL
 GG0718
 GG0718  NAD 83(1993)-  36 58 18.88644(N)    094 52 05.13494(W) AD(       ) 3
 GG0718  NAD 83(1986)-  36 58 18.89722(N)    094 52 05.12426(W) AD(       ) 3
 GG0718  NAD 27      -  36 58 18.69000(N)    094 52 04.30400(W) AD(       ) 3
 GG0718
 GG0718.Superseded values are not recommended for survey control.
 GG0718
 GG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0718.See file dsdata.pdf to determine how the superseded data were derived.
 GG0718
 GG0718_MARKER: 53 = ELEVATED TANK
 GG0718
 GG0718  HISTORY     - Date     Condition        Report By
 GG0718  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0718  HISTORY     - 1960     GOOD             CGS
 GG0718
 GG0718                          STATION DESCRIPTION
 GG0718
 GG0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0718'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 GG0718'AT THE POWER PLANT OF THE COMMERCE MINING AND ROYALTY COMPANY.
 GG0718'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP
 GG0718'AND HAS A BALL AT THE TIP.  IT IS SUPPORTED BY 4 LEGS.  THE
 GG0718'ENTIRE STRUCTURE IS PAINTED BLACK.  THE TANK IS ABOUT 100
 GG0718'FEET HIGH AND IS VERY PROMINENT.
 GG0718'
 GG0718'THE POWER PLANT OF THE COMPANY IS ABOUT 3/4 MILE W OF CARDIN
 GG0718'AND ABOUT 2-3/4 MILES N OF COMMERCE, ABOUT 100 FEET W OF A
 GG0718'LARGE BRICK BUILDING, ABOUT 175 FEET W OF A SECTION LINE
 GG0718'ROAD, AND ABOUT 125 FEET S OF A SECTION LINE ROAD.
 GG0718'
 GG0718'THERE IS A LARGE LOW GRAY STEEL TANK BETWEEN THE STATION
 GG0718'AND THE BUILDING AND ANOTHER SIMILAR TANK ABOUT 200 FEET S.
 GG0718'THERE IS A SIMILAR BUT LOWER WATER TANK IN CARDIN ABOUT 3/4
 GG0718'MILE E OF THIS STATION.
 GG0718
 GG0718                          STATION RECOVERY (1960)
 GG0718
 GG0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0718'STATION RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 GG0718'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1080 ***********************************************************************
 EM1080  DESIGNATION -  CARLEN
 EM1080  PID         -  EM1080
 EM1080  STATE/COUNTY-  OK/COMANCHE
 EM1080  COUNTRY     -  US
 EM1080  USGS QUAD   -  MOUNT SCOTT (2018)
 EM1080
 EM1080                         *CURRENT SURVEY CONTROL
 EM1080  ______________________________________________________________________
 EM1080* NAD 83(2011) POSITION- 34 39 17.06842(N) 098 36 53.04628(W)   ADJUSTED
 EM1080* NAD 83(2011) ELLIP HT-   446.753 (meters)        (06/27/12)   ADJUSTED
 EM1080* NAD 83(2011) EPOCH   -  2010.00
 EM1080* NAVD 88 ORTHO HEIGHT -   472.4   (meters)     1550.    (feet) VERTCON3
 EM1080  ______________________________________________________________________
 EM1080  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 EM1080  NAD 83(2011) X  -   -786,795.286 (meters)                     COMP
 EM1080  NAD 83(2011) Y  - -5,193,407.684 (meters)                     COMP
 EM1080  NAD 83(2011) Z  -  3,606,679.688 (meters)                     COMP
 EM1080  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 EM1080
 EM1080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1080  Standards:
 EM1080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1080  -------------------------------------------------------------------
 EM1080  NETWORK    5.58   6.94           2.37   2.09   3.54     -0.35783426
 EM1080  -------------------------------------------------------------------
 EM1080  Click here for local accuracies and other accuracy information.
 EM1080
 EM1080.The horizontal coordinates were established by GPS observations
 EM1080.and adjusted by the National Geodetic Survey in June 2012.
 EM1080
 EM1080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1080.been affixed to the stable North American tectonic plate. See 
 EM1080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1080
 EM1080.The horizontal coordinates are valid at the epoch date displayed above
 EM1080.which is a decimal equivalence of Year/Month/Day.
 EM1080
 EM1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1080
 EM1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1080.GEOID18 height accuracy estimate available here.
 EM1080
 EM1080.Click photographs - Photos may exist for this station.
 EM1080
 EM1080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1080
 EM1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1080
 EM1080.The ellipsoidal height was determined by GPS observations
 EM1080.and is referenced to NAD 83.
 EM1080
 EM1080. The following values were computed from the NAD 83(2011) position.
 EM1080
 EM1080;                    North         East     Units Scale Factor Converg.
 EM1080;SPC OK S     -   146,746.726   543,651.180   MT  0.99993670   -0 20 56.2
 EM1080;SPC OK S     -   481,451.55  1,783,628.91   sFT  0.99993670   -0 20 56.2
 EM1080;UTM  14      - 3,834,823.761   535,303.185   MT  0.99961536   +0 13 08.7
 EM1080
 EM1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1080!SPC OK S     -   0.99992988  x   0.99993670  =   0.99986658
 EM1080!UTM  14      -   0.99992988  x   0.99961536  =   0.99954526
 EM1080
 EM1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3530334823(NAD 83)
 EM1080
 EM1080                          SUPERSEDED SURVEY CONTROL
 EM1080
 EM1080  NAD 83(2007)-  34 39 17.06824(N)    098 36 53.04677(W) AD(2002.00) 0
 EM1080  ELLIP H (02/10/07)  446.776  (m)                       GP(2002.00)    
 EM1080  ELLIP H (06/19/02)  446.791  (m)                       GP(       ) 5 1
 EM1080  NAD 83(1993)-  34 39 17.06975(N)    098 36 53.04728(W) AD(       ) 1
 EM1080  ELLIP H (11/28/94)  446.826  (m)                       GP(       ) 5 1
 EM1080  NAD 83(1986)-  34 39 17.07585(N)    098 36 53.03158(W) AD(       ) 1
 EM1080  NGVD 29 (12/08/88)  472.3    (m)  RAPSU86  model used  GPS OBS        
 EM1080
 EM1080.Superseded values are not recommended for survey control.
 EM1080
 EM1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1080.See file dsdata.pdf to determine how the superseded data were derived.
 EM1080
 EM1080_MARKER: DD = SURVEY DISK
 EM1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1080_STAMPING: CARLEN 1980
 EM1080_MARK LOGO: NOS
 EM1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1080+STABILITY: SURFACE MOTION
 EM1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1080+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM1080
 EM1080  HISTORY     - Date     Condition        Report By
 EM1080  HISTORY     - 1980     MONUMENTED       NOS
 EM1080  HISTORY     - 1988     GOOD             NGS
 EM1080
 EM1080                          STATION DESCRIPTION
 EM1080
 EM1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM1080'THE STATION WAS RECOVERED AT THIS DATE.
 EM1080'REFERENCE MARKS 1 AND 2 WERE LOCATED FOR THE PURPOSE OF LOCATING
 EM1080'STATION MARK BUT WERE NOT DESCRIBED.
 EM1080'
 EM1080'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI)
 EM1080'WEST-NORTHWEST OF LAWTON, 3.2 KM (2.0 MI) NORTH-NORTHWEST OF CACHE,
 EM1080'1.6 KM (1.0 MI) EAST OF STATE HIGHWAY 115 AND 1.0 KM (0.6 MI) NORTH
 EM1080'OF THE SOUTHERN POST BOUNDARY.
 EM1080'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM1080'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM1080'73503-5600, PHONE 405-351-4300.
 EM1080'
 EM1080'TO REACH THE STATION FROM THE INTERSECTION OF MCKENZIE HILL ROAD
 EM1080'AND NORTHWEST 52ND STREET, WHICH IS 0.4 KM (0.25 MI) SOUTH OF
 EM1080'MOW-WAY HOUSE, GO WEST ON MCKENZIE HILL ROAD FOR 8.4 KM (5.2 MI) TO
 EM1080'A CROSSROAD, BLUE BEAVER ROAD.  CONTINUE WEST FOR 5.1 KM (3.2 MI)
 EM1080'TO A PAVED ROAD RIGHT.  CONTINUE WEST FOR 0.7 KM (0.45 MI) TO A
 EM1080'DIRT ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) TO A
 EM1080'FORK.  TAKE THE LEFT FORK AND GO NORTHWEST UP A ROCKY, ROUGH AND
 EM1080'STEEP ROAD FOR 0.7 KM (0.45 MI) TO TOP OF HILL AND STATION ON THE
 EM1080'LEFT.
 EM1080'
 EM1080'THE STATION MARK IS A STANDARD NOS DISK STAMPED---CARLEN 1980---,
 EM1080'SET IN THE TOP OF A ROUND CONCRETE MONUMENT.  LOCATED 3.7 METERS
 EM1080'(12.1 FT) SOUTH-SOUTHWEST FROM RM 2 AND 3.4 METERS (11.3 FT)
 EM1080'SOUTH-SOUTHEAST FROM RM 1.
 EM1080'
 EM1080'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM1080'
 EM1080'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1080'
 EM1080'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0813 ***********************************************************************
 EM0813  DESIGNATION -  CARLTON
 EM0813  PID         -  EM0813
 EM0813  STATE/COUNTY-  OK/COMANCHE
 EM0813  COUNTRY     -  US
 EM0813  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0813
 EM0813                         *CURRENT SURVEY CONTROL
 EM0813  ______________________________________________________________________
 EM0813* NAD 83(1993) POSITION- 34 40 46.70011(N) 098 31 10.87262(W)   ADJUSTED
 EM0813* NAVD 88 ORTHO HEIGHT -   539.    (meters)     1768.    (feet) SCALED
 EM0813  ______________________________________________________________________
 EM0813  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 EM0813  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 EM0813  HORZ ORDER      -  THIRD
 EM0813
 EM0813.The horizontal coordinates were established by classical geodetic methods
 EM0813.and adjusted by the National Geodetic Survey in November 1994.
 EM0813
 EM0813.The orthometric height was scaled from a topographic map.
 EM0813
 EM0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0813.GEOID18 height accuracy estimate available here.
 EM0813
 EM0813.Click photographs - Photos may exist for this station.
 EM0813
 EM0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0813
 EM0813. The following values were computed from the NAD 83(1993) position.
 EM0813
 EM0813;                    North         East     Units Scale Factor Converg.
 EM0813;SPC OK S     -   149,459.571   552,377.778   MT  0.99993732   -0 17 41.9
 EM0813;SPC OK S     -   490,351.94  1,812,259.43   sFT  0.99993732   -0 17 41.9
 EM0813;UTM  14      - 3,837,622.114   543,999.691   MT  0.99962386   +0 16 23.9
 EM0813
 EM0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0813!SPC OK S     -   0.99991940  x   0.99993732  =   0.99985672
 EM0813!UTM  14      -   0.99991940  x   0.99962386  =   0.99954329
 EM0813
 EM0813:                Primary Azimuth Mark                     Grid Az
 EM0813:SPC OK S     -  MC KENZIE                                132 06 17.2
 EM0813:UTM  14      -  MC KENZIE                                131 32 11.4
 EM0813
 EM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4399937622(NAD 83)
 EM0813
 EM0813|---------------------------------------------------------------------|
 EM0813| PID    Reference Object                     Distance      Geod. Az  |
 EM0813|                                                           dddmmss.s |
 EM0813| EM0641 MC KENZIE                           APPROX. 4.3 KM 1314835.3 |
 EM0813|---------------------------------------------------------------------|
 EM0813
 EM0813                          SUPERSEDED SURVEY CONTROL
 EM0813
 EM0813  NAD 83(1986)-  34 40 46.70572(N)    098 31 10.85830(W) AD(       ) 3
 EM0813  NAD 27      -  34 40 46.44800(N)    098 31 09.64600(W) AD(       ) 3
 EM0813
 EM0813.Superseded values are not recommended for survey control.
 EM0813
 EM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0813.See file dsdata.pdf to determine how the superseded data were derived.
 EM0813
 EM0813_MARKER: S = SPIKE
 EM0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0813_MARK LOGO: USA
 EM0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0813+STABILITY: SURFACE MOTION
 EM0813
 EM0813  HISTORY     - Date     Condition        Report By
 EM0813  HISTORY     - 1945     MONUMENTED       USA
 EM0813  HISTORY     - 20000224 GOOD             LOCSUR
 EM0813
 EM0813                          STATION DESCRIPTION
 EM0813
 EM0813'DESCRIBED BY US ARMY 1945
 EM0813'ON THE HIGHEST PART OF CARLTON MT. A GRASSY ROUND TOPPED HILL
 EM0813'ABOUT 1-1/2 MILES W OF SIGNAL MT.  MARKED BY CENTER OF 3/4 INCH
 EM0813'SPIKE CEMENTED IN THE TOP OF A CONCRETE BLOCK.
 EM0813
 EM0813                          STATION RECOVERY (2000)
 EM0813
 EM0813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0813'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0514 ***********************************************************************
 GJ0514  DESIGNATION -  CARMEN
 GJ0514  PID         -  GJ0514
 GJ0514  STATE/COUNTY-  OK/ALFALFA
 GJ0514  COUNTRY     -  US
 GJ0514  USGS QUAD   -  CARMEN (2018)
 GJ0514
 GJ0514                         *CURRENT SURVEY CONTROL
 GJ0514  ______________________________________________________________________
 GJ0514* NAD 83(1997) POSITION- 36 37 23.56489(N) 098 27 25.76965(W)   ADJUSTED
 GJ0514* NAVD 88 ORTHO HEIGHT -   435.    (meters)     1427.    (feet) SCALED
 GJ0514  ______________________________________________________________________
 GJ0514  GEOID HEIGHT    -        -27.968 (meters)                     GEOID18
 GJ0514  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 GJ0514  HORZ ORDER      -  SECOND
 GJ0514
 GJ0514.The horizontal coordinates were established by classical geodetic methods
 GJ0514.and adjusted by the National Geodetic Survey in October 1998.
 GJ0514
 GJ0514.The orthometric height was scaled from a topographic map.
 GJ0514
 GJ0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0514.GEOID18 height accuracy estimate available here.
 GJ0514
 GJ0514.Click photographs - Photos may exist for this station.
 GJ0514
 GJ0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0514
 GJ0514. The following values were computed from the NAD 83(1997) position.
 GJ0514
 GJ0514;                    North         East     Units Scale Factor Converg.
 GJ0514;SPC OK N     -   180,200.273   559,108.769   MT  0.99997697   -0 16 11.2
 GJ0514;SPC OK N     -   591,207.06  1,834,342.69   sFT  0.99997697   -0 16 11.2
 GJ0514;UTM  14      - 4,053,212.600   548,537.414   MT  0.99962902   +0 19 25.8
 GJ0514
 GJ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0514!SPC OK N     -   0.99993610  x   0.99997697  =   0.99991307
 GJ0514!UTM  14      -   0.99993610  x   0.99962902  =   0.99956514
 GJ0514
 GJ0514:                Primary Azimuth Mark                     Grid Az
 GJ0514:SPC OK N     -  CARMEN AZ MK                             291 03 10.1
 GJ0514:UTM  14      -  CARMEN AZ MK                             290 27 33.1
 GJ0514
 GJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4853753212(NAD 83)
 GJ0514
 GJ0514|---------------------------------------------------------------------|
 GJ0514| PID    Reference Object                     Distance      Geod. Az  |
 GJ0514|                                                           dddmmss.s |
 GJ0514| GJ0511 HELENA STATE SCHOOL STACK           APPROX.18.1 KM 1181355.5 |
 GJ0514| CK9155 CARMEN RM 1                          44.379 METERS 16614     |
 GJ0514| GJ0516 CARMEN MUNICIPAL WATER TANK         APPROX. 5.0 KM 1854101.2 |
 GJ0514| GJ0515 CARMEN ODDFELLOW HOME SPIRE         APPROX. 3.2 KM 1882715.1 |
 GJ0514| CK9156 CARMEN RM 2                          25.299 METERS 26142     |
 GJ0514| CK9154 CARMEN AZ MK                                       2904658.9 |
 GJ0514|---------------------------------------------------------------------|
 GJ0514
 GJ0514                          SUPERSEDED SURVEY CONTROL
 GJ0514
 GJ0514  NAD 83(1993)-  36 37 23.56512(N)    098 27 25.76999(W) AD(       ) 2
 GJ0514  NAD 83(1986)-  36 37 23.56941(N)    098 27 25.75767(W) AD(       ) 2
 GJ0514  NAD 27      -  36 37 23.45581(N)    098 27 24.47806(W) AD(       ) 2
 GJ0514
 GJ0514.Superseded values are not recommended for survey control.
 GJ0514
 GJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0514.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0514
 GJ0514_MARKER: DS = TRIANGULATION STATION DISK
 GJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0514_STAMPING: CARMEN 1951
 GJ0514_MARK LOGO: CGS
 GJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0514+STABILITY: SURFACE MOTION
 GJ0514
 GJ0514  HISTORY     - Date     Condition        Report By
 GJ0514  HISTORY     - 1951     MONUMENTED       CGS
 GJ0514
 GJ0514                          STATION DESCRIPTION
 GJ0514
 GJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0514'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF CHEROKEE, ABOUT 4
 GJ0514'MILES NORTH OF CARMEN AND IS ON LAND OWNED BY MRS. GRACE HOWARD.  IT
 GJ0514'IS SITUATED ON THE SUMMIT OF A RIDGE, 50 FEET NORTH FROM THE CENTER
 GJ0514'OF THE ROAD, AND 20 FEET NORTH OF A WITNESS POST THAT IS SET IN THE
 GJ0514'EAST-WEST FENCE LINE.  IT IS STAMPED CARMEN 1951 AND PROJECTS 2
 GJ0514'INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0514'
 GJ0514'REFERENCE MARK NO. 1 IS 30 FEET SOUTH FROM THE CENTER OF THE ROAD AND
 GJ0514'1 FOOT NORTH OF THE FENCE LINE.  IT IS STAMPED CARMEN NO 1 1951 AND
 GJ0514'PROJECTS 3 INCHES.
 GJ0514'
 GJ0514'REFERENCE MARK NO. 2 IS SET JUST INSIDE A SOUTHWEST FENCE CORNER, 31
 GJ0514'FEET NORTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED CARMEN NO 2
 GJ0514'1951 AND PROJECTS 5 INCHES.
 GJ0514'
 GJ0514'THE AZIMUTH MARK IS LOCATED 40 FEET WEST FROM THE CENTER OF THE
 GJ0514'HIGHWAY, 2 FEET SOUTH OF A POWER LINE POLE AND 2 FEET NORTH OF A
 GJ0514'WITNESS POST.  IT IS STAMPED CARMEN 1951 AND PROJECTS 5 INCHES.
 GJ0514'
 GJ0514'TO REACH THE STATION FROM THE CARMEN MUNICIPAL WATER TANK AND HIGH
 GJ0514'SCHOOL IN CARMEN, GO NORTH ON STATE HIGHWAY 8 FOR 3.3 MILES TO A
 GJ0514'CROSSROAD AND THE PLEASANT RIDGE CEMETERY ON THE LEFT.  (CONTINUE
 GJ0514'NORTH ON THE HIGHWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 GJ0514'AS DESCRIBED.) TURN RIGHT ON A GRADED ROAD AND GO EAST FOR 0.6
 GJ0514'MILE TO THE SUMMIT OF A RISE AND THE STATION ON THE LEFT AS
 GJ0514'DESCRIBED.
 GJ0514'
 GJ0514'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0516 ***********************************************************************
 GJ0516  DESIGNATION -  CARMEN MUNICIPAL WATER TANK
 GJ0516  PID         -  GJ0516
 GJ0516  STATE/COUNTY-  OK/ALFALFA
 GJ0516  COUNTRY     -  US
 GJ0516  USGS QUAD   -  CARMEN (2018)
 GJ0516
 GJ0516                         *CURRENT SURVEY CONTROL
 GJ0516  ______________________________________________________________________
 GJ0516* NAD 83(1997) POSITION- 36 34 43.55750(N) 098 27 45.51456(W)   ADJUSTED
 GJ0516  ______________________________________________________________________
 GJ0516  GEOID HEIGHT    -        -27.913 (meters)                     GEOID18
 GJ0516  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 GJ0516  HORZ ORDER      -  THIRD
 GJ0516
 GJ0516.The horizontal coordinates were established by classical geodetic methods
 GJ0516.and adjusted by the National Geodetic Survey in October 1998.
 GJ0516
 GJ0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0516.GEOID18 height accuracy estimate available here.
 GJ0516
 GJ0516.Click photographs - Photos may exist for this station.
 GJ0516
 GJ0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0516
 GJ0516. The following values were computed from the NAD 83(1997) position.
 GJ0516
 GJ0516;                    North         East     Units Scale Factor Converg.
 GJ0516;SPC OK N     -   175,270.545   558,594.683   MT  0.99997111   -0 16 22.9
 GJ0516;SPC OK N     -   575,033.45  1,832,656.06   sFT  0.99997111   -0 16 22.9
 GJ0516;UTM  14      - 4,048,279.516   548,074.574   MT  0.99962847   +0 19 12.8
 GJ0516
 GJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4807448279(NAD 83)
 GJ0516
 GJ0516                          SUPERSEDED SURVEY CONTROL
 GJ0516
 GJ0516  NAD 83(1993)-  36 34 43.55769(N)    098 27 45.51480(W) AD(       ) 3
 GJ0516  NAD 83(1986)-  36 34 43.56221(N)    098 27 45.50247(W) AD(       ) 3
 GJ0516  NAD 27      -  36 34 43.44691(N)    098 27 44.22104(W) AD(       ) 3
 GJ0516
 GJ0516.Superseded values are not recommended for survey control.
 GJ0516
 GJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0516.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0516
 GJ0516_MARKER: 53 = ELEVATED TANK
 GJ0516
 GJ0516  HISTORY     - Date     Condition        Report By
 GJ0516  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0516
 GJ0516                          STATION DESCRIPTION
 GJ0516
 GJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0516'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 GJ0516'STATE HIGHWAY NO. 45 AND NO. 8.
 GJ0516'
 GJ0516'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  THE
 GJ0516'TANK IS PAINTED BLACK WITH THE LETTERS CARMEN PAINTED IN SILVER ON
 GJ0516'THE NORTH SIDE OF TANK.  IT HAS AN OVERALL HEIGHT OF 125.0 FEET.
 GJ0516'
 GJ0516'THE BALL AT THE APEX OF THE TANK WAS OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0515 ***********************************************************************
 GJ0515  DESIGNATION -  CARMEN ODDFELLOW HOME SPIRE
 GJ0515  PID         -  GJ0515
 GJ0515  STATE/COUNTY-  OK/ALFALFA
 GJ0515  COUNTRY     -  US
 GJ0515  USGS QUAD   -  CARMEN (2018)
 GJ0515
 GJ0515                         *CURRENT SURVEY CONTROL
 GJ0515  ______________________________________________________________________
 GJ0515* NAD 83(1997) POSITION- 36 35 42.29517(N) 098 27 44.43641(W)   ADJUSTED
 GJ0515  ______________________________________________________________________
 GJ0515  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 GJ0515  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 GJ0515  HORZ ORDER      -  THIRD
 GJ0515
 GJ0515.The horizontal coordinates were established by classical geodetic methods
 GJ0515.and adjusted by the National Geodetic Survey in October 1998.
 GJ0515
 GJ0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0515.GEOID18 height accuracy estimate available here.
 GJ0515
 GJ0515.Click photographs - Photos may exist for this station.
 GJ0515
 GJ0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0515
 GJ0515. The following values were computed from the NAD 83(1997) position.
 GJ0515
 GJ0515;                    North         East     Units Scale Factor Converg.
 GJ0515;SPC OK N     -   177,080.934   558,630.108   MT  0.99997319   -0 16 22.3
 GJ0515;SPC OK N     -   580,973.03  1,832,772.28   sFT  0.99997319   -0 16 22.3
 GJ0515;UTM  14      - 4,050,089.553   548,091.244   MT  0.99962849   +0 19 13.9
 GJ0515
 GJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4809150089(NAD 83)
 GJ0515
 GJ0515                          SUPERSEDED SURVEY CONTROL
 GJ0515
 GJ0515  NAD 83(1993)-  36 35 42.29552(N)    098 27 44.43668(W) AD(       ) 3
 GJ0515  NAD 83(1986)-  36 35 42.30002(N)    098 27 44.42442(W) AD(       ) 3
 GJ0515  NAD 27      -  36 35 42.18387(N)    098 27 43.14327(W) AD(       ) 3
 GJ0515
 GJ0515.Superseded values are not recommended for survey control.
 GJ0515
 GJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0515.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0515
 GJ0515_MARKER: 89 = SPIRE
 GJ0515
 GJ0515  HISTORY     - Date     Condition        Report By
 GJ0515  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0515
 GJ0515                          STATION DESCRIPTION
 GJ0515
 GJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0515'THE STATION IS LOCATED 1.0 MILE NORTH OF CARMEN.  IT IS 500.0 FEET
 GJ0515'NORTH OF A T-ROAD.
 GJ0515'
 GJ0515'IT IS A LARGE BRICK BUILDING WITH A 30.0 FEET SPIRE ON THE SOUTH SIDE
 GJ0515'OF BUILDING AND HAS AN OVERALL HEIGHT OF 80.0 FEET.
 GJ0515'
 GJ0515'THE APEX OF THE SPIRE WAS OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0912 ***********************************************************************
 EK0912  DESIGNATION -  CARNASAW
 EK0912  PID         -  EK0912
 EK0912  STATE/COUNTY-  OK/MCCURTAIN
 EK0912  COUNTRY     -  US
 EK0912  USGS QUAD   -  STEPHENS GAP (2018)
 EK0912
 EK0912                         *CURRENT SURVEY CONTROL
 EK0912  ______________________________________________________________________
 EK0912* NAD 83(1997) POSITION- 34 08 39.80792(N) 094 38 14.81990(W)   ADJUSTED
 EK0912* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 EK0912  ______________________________________________________________________
 EK0912  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 EK0912  LAPLACE CORR    -          2.95  (seconds)                    DEFLEC18
 EK0912  HORZ ORDER      -  FIRST
 EK0912
 EK0912.The horizontal coordinates were established by classical geodetic methods
 EK0912.and adjusted by the National Geodetic Survey in September 1999.
 EK0912
 EK0912.The orthometric height was scaled from a topographic map.
 EK0912
 EK0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0912.GEOID18 height accuracy estimate available here.
 EK0912
 EK0912.Click photographs - Photos may exist for this station.
 EK0912
 EK0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0912
 EK0912. The following values were computed from the NAD 83(1997) position.
 EK0912
 EK0912;                    North         East     Units Scale Factor Converg.
 EK0912;SPC OK S     -    95,130.079   910,053.724   MT  0.99996522   +1 54 31.1
 EK0912;SPC OK S     -   312,105.93  2,985,734.59   sFT  0.99996522   +1 54 31.1
 EK0912;UTM  15      - 3,779,376.969   349,033.714   MT  0.99988094   -0 55 09.3
 EK0912
 EK0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0912!SPC OK S     -   0.99995519  x   0.99996522  =   0.99992041
 EK0912!UTM  15      -   0.99995519  x   0.99988094  =   0.99983613
 EK0912
 EK0912:                Primary Azimuth Mark                     Grid Az
 EK0912:SPC OK S     -  CANE                                     081 40 09.2
 EK0912:UTM  15      -  CANE                                     084 29 49.6
 EK0912
 EK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4903379376(NAD 83)
 EK0912
 EK0912|---------------------------------------------------------------------|
 EK0912| PID    Reference Object                     Distance      Geod. Az  |
 EK0912|                                                           dddmmss.s |
 EK0912| CX5129 CARNASAW RM 1                        20.788 METERS 03447     |
 EK0912| EK0880 CANE                                APPROX.12.9 KM 0833440.3 |
 EK0912| EK0905 BROKEN BOW DIERKS LMBR CO TANK      APPROX.16.7 KM 2133850.9 |
 EK0912| EK0902 BROKEN BOW DIERKS LMBR CO STK       APPROX.16.6 KM 2134226.1 |
 EK0912| EK0908 BROKEN BOW MUNICIPAL TANK           APPROX.15.6 KM 2170837.1 |
 EK0912| EK0909 BROKEN BOW LOOKOUT TOWER            APPROX.14.2 KM 2210006.5 |
 EK0912| EK0911 CARNASAW LOOKOUT TOWER               69.918 METERS 26437     |
 EK0912| CX5130 CARNASAW RM 2                        21.160 METERS 27542     |
 EK0912|---------------------------------------------------------------------|
 EK0912
 EK0912                          SUPERSEDED SURVEY CONTROL
 EK0912
 EK0912  NAD 83(1993)-  34 08 39.80888(N)    094 38 14.82018(W) AD(       ) 1
 EK0912  NAD 83(1986)-  34 08 39.81336(N)    094 38 14.81313(W) AD(       ) 1
 EK0912  NAD 27      -  34 08 39.42400(N)    094 38 14.03800(W) AD(       ) 1
 EK0912
 EK0912.Superseded values are not recommended for survey control.
 EK0912
 EK0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0912.See file dsdata.pdf to determine how the superseded data were derived.
 EK0912
 EK0912_MARKER: DS = TRIANGULATION STATION DISK
 EK0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0912_STAMPING: CARNASAW 1952
 EK0912_MARK LOGO: CGS
 EK0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0912+STABILITY: SURFACE MOTION
 EK0912
 EK0912  HISTORY     - Date     Condition        Report By
 EK0912  HISTORY     - 1952     MONUMENTED       CGS
 EK0912
 EK0912                          STATION DESCRIPTION
 EK0912
 EK0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0912'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF BROKEN BOW
 EK0912'AND 9 MILES NORTH NORTHWEST OF EAGLETOWN AT THE SITE OF
 EK0912'THE MT. CARNASAW LOOKOUT TOWER.  STATION IS 38 FEET SOUTH OF
 EK0912'THE APPROXIMATE CENTERLINE OF ROAD AND 4 FEET SOUTHEAST OF
 EK0912'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 EK0912'DISK IS STAMPED CARNASAW 1952.
 EK0912'
 EK0912'REFERENCE MARK NO. 1 IS 14 FEET WEST OF CATTLE GUARD AND 9
 EK0912'FEET NORTH OF THE APPROXIMATE CENTERLINE OF ROAD.  THE MARK
 EK0912'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CARNASAW
 EK0912'NO 1 1952.
 EK0912'
 EK0912'REFERENCE MARK NO. 2 IS 54 FEET SOUTHEAST OF SOUTHEAST CORNER
 EK0912'OF HOUSE AND 10 FEET NORTH OF THE APPROXIMATE CENTERLINE
 EK0912'OF ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0912'IS STAMPED CARNASAW NO 2 1952.
 EK0912'
 EK0912'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 EK0912'
 EK0912'TO REACH FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF U.S.
 EK0912'HIGHWAY 70 AND STATE ROUTE 21 IN BROKEN BOW, GO EASTERLY
 EK0912'ON U.S. HIGHWAY 70 FOR 7.0 MILES TO MT. FORK RIVER BRIDGE.
 EK0912'CONTINUE EAST FOR 1.1 MILES TO CROSSROADS.  TURN LEFT AND
 EK0912'GO NORTH FOR 1.0 MILE TO CROSSROADS.  KEEP RIGHT ON MAIN
 EK0912'GRAVEL ROAD AND GO EAST, NORTH, EAST AND NORTH FOR 7.5 MILES
 EK0912'TO SIGN MT. CARNASAW TOWER.  TURN LEFT AND GO WESTERLY ON
 EK0912'GRAVEL ROAD FOR 3.7 MILES TO TOWER AND STATION AS DESCRIBED.
 EK0912'
 EK0912'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0911 ***********************************************************************
 EK0911  DESIGNATION -  CARNASAW LOOKOUT TOWER
 EK0911  PID         -  EK0911
 EK0911  STATE/COUNTY-  OK/MCCURTAIN
 EK0911  COUNTRY     -  US
 EK0911  USGS QUAD   -  STEPHENS GAP (2018)
 EK0911
 EK0911                         *CURRENT SURVEY CONTROL
 EK0911  ______________________________________________________________________
 EK0911* NAD 83(1997) POSITION- 34 08 39.59398(N) 094 38 17.53778(W)   ADJUSTED
 EK0911  ______________________________________________________________________
 EK0911  GEOID HEIGHT    -        -28.545 (meters)                     GEOID18
 EK0911  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 EK0911  HORZ ORDER      -  THIRD
 EK0911
 EK0911.The horizontal coordinates were established by classical geodetic methods
 EK0911.and adjusted by the National Geodetic Survey in September 1999.
 EK0911
 EK0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0911.GEOID18 height accuracy estimate available here.
 EK0911
 EK0911.Click photographs - Photos may exist for this station.
 EK0911
 EK0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0911
 EK0911. The following values were computed from the NAD 83(1997) position.
 EK0911
 EK0911;                    North         East     Units Scale Factor Converg.
 EK0911;SPC OK S     -    95,121.172   909,984.356   MT  0.99996522   +1 54 29.6
 EK0911;SPC OK S     -   312,076.71  2,985,507.01   sFT  0.99996522   +1 54 29.6
 EK0911;UTM  15      - 3,779,371.495   348,963.997   MT  0.99988120   -0 55 10.8
 EK0911
 EK0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4896379371(NAD 83)
 EK0911
 EK0911                          SUPERSEDED SURVEY CONTROL
 EK0911
 EK0911  NAD 83(1993)-  34 08 39.59496(N)    094 38 17.53779(W) AD(       ) 3
 EK0911  NAD 83(1986)-  34 08 39.60024(N)    094 38 17.53021(W) AD(       ) 3
 EK0911  NAD 27      -  34 08 39.21100(N)    094 38 16.74900(W) AD(       ) 3
 EK0911
 EK0911.Superseded values are not recommended for survey control.
 EK0911
 EK0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0911.See file dsdata.pdf to determine how the superseded data were derived.
 EK0911
 EK0911_MARKER: 57 = LOOKOUT TOWER
 EK0911
 EK0911  HISTORY     - Date     Condition        Report By
 EK0911  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0911
 EK0911                          STATION DESCRIPTION
 EK0911
 EK0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0911'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BROKEN BOW
 EK0911'AND 9 MILES NORTH NORTHWEST OF EAGLETOWN ON A HIGH PROMINENT
 EK0911'HILL KNOWN AS CARNASAW MOUNTAIN.  STATION IS CONSTRUCTED OF
 EK0911'WOOD, WITH SMALL CABIN ON TOP OF TOWER.  STATION IS ABOUT
 EK0911'120 FEET HIGH, AND THE CABIN IS PAINTED WHITE.
 EK0911'
 EK0911'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EK0911'HIGHWAY 21 IN BROKEN BOW, GO EASTERLY ON U.S. HIGHWAY 70
 EK0911'FOR 7.0 MILES TO THE MT. FORK RIVER BRIDGE.  CONTINUE EAST
 EK0911'FOR 1.1 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH ON
 EK0911'GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT ON MAIN
 EK0911'GRAVEL ROAD AND GO EAST, NORTH, EAST AND NORTH FOR 7.5 MILES
 EK0911'TO SIGN MT. CARNASAW TOWER.  TURN LEFT AND GO WESTERLY ON
 EK0911'GRAVEL ROAD FOR 3.8 MILES TO TOWER AS DESCRIBED.
 EK0911'
 EK0911'THE POINT INTERSECTED WAS THE CENTER OF CABIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0837 ***********************************************************************
 FJ0837  DESIGNATION -  CARNEY
 FJ0837  PID         -  FJ0837
 FJ0837  STATE/COUNTY-  OK/LINCOLN
 FJ0837  COUNTRY     -  US
 FJ0837  USGS QUAD   -  CARNEY (2018)
 FJ0837
 FJ0837                         *CURRENT SURVEY CONTROL
 FJ0837  ______________________________________________________________________
 FJ0837* NAD 83(1993) POSITION- 35 48 16.80266(N) 097 00 46.53428(W)   ADJUSTED
 FJ0837* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 FJ0837  ______________________________________________________________________
 FJ0837  GEOID HEIGHT    -        -27.913 (meters)                     GEOID18
 FJ0837  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 FJ0837  HORZ ORDER      -  SECOND
 FJ0837
 FJ0837.The horizontal coordinates were established by classical geodetic methods
 FJ0837.and adjusted by the National Geodetic Survey in November 1994.
 FJ0837
 FJ0837.The orthometric height was scaled from a topographic map.
 FJ0837
 FJ0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0837.GEOID18 height accuracy estimate available here.
 FJ0837
 FJ0837.Click photographs - Photos may exist for this station.
 FJ0837
 FJ0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0837
 FJ0837. The following values were computed from the NAD 83(1993) position.
 FJ0837
 FJ0837;                    North         East     Units Scale Factor Converg.
 FJ0837;SPC OK N     -    89,733.472   689,212.540   MT  0.99996533   +0 34 57.1
 FJ0837;SPC OK N     -   294,400.57  2,261,191.47   sFT  0.99996533   +0 34 57.1
 FJ0837;UTM  14      - 3,964,105.378   679,542.294   MT  0.99999723   +1 09 46.1
 FJ0837
 FJ0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0837!SPC OK N     -   0.99995226  x   0.99996533  =   0.99991759
 FJ0837!UTM  14      -   0.99995226  x   0.99999723  =   0.99994949
 FJ0837
 FJ0837:                Primary Azimuth Mark                     Grid Az
 FJ0837:SPC OK N     -  CARNEY AZ MK                             228 12 30.9
 FJ0837:UTM  14      -  CARNEY AZ MK                             227 37 41.9
 FJ0837
 FJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7954264105(NAD 83)
 FJ0837
 FJ0837|---------------------------------------------------------------------|
 FJ0837| PID    Reference Object                     Distance      Geod. Az  |
 FJ0837|                                                           dddmmss.s |
 FJ0837| CL4420 CARNEY RM 1                          25.268 METERS 05354     |
 FJ0837| CL4421 CARNEY RM 2                          33.686 METERS 14428     |
 FJ0837| CL4419 CARNEY AZ MK                                       2284728.0 |
 FJ0837| FJ0836 CARNEY BAPTIST CHURCH SPIRE         437.955 METERS 3595946.5 |
 FJ0837|---------------------------------------------------------------------|
 FJ0837
 FJ0837                          SUPERSEDED SURVEY CONTROL
 FJ0837
 FJ0837  NAD 83(1986)-  35 48 16.81168(N)    097 00 46.51593(W) AD(       ) 2
 FJ0837  NAD 27      -  35 48 16.59958(N)    097 00 45.41045(W) AD(       ) 2
 FJ0837
 FJ0837.Superseded values are not recommended for survey control.
 FJ0837
 FJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0837.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0837
 FJ0837_MARKER: DS = TRIANGULATION STATION DISK
 FJ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0837_STAMPING: CARNEY 1954
 FJ0837_MARK LOGO: CGS
 FJ0837_PROJECTION: FLUSH
 FJ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0837+STABILITY: SURFACE MOTION
 FJ0837
 FJ0837  HISTORY     - Date     Condition        Report By
 FJ0837  HISTORY     - 1954     MONUMENTED       CGS
 FJ0837
 FJ0837                          STATION DESCRIPTION
 FJ0837
 FJ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0837'THE STATION IS LOCATED IN CARNEY AT THE WESTERN EDGE OF THE
 FJ0837'CARNEY PUBLIC SCHOOL YARD.
 FJ0837'
 FJ0837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 FJ0837'GRAVELED ROAD FOR 0.2 TO A STREET INTERSECTION.  TURN LEFT,
 FJ0837'WEST, AND GO 0.25 MILE ON A PAVED STREET TO THE JUNCTION
 FJ0837'OF STATE HIGHWAY 40.  TURN LEFT, SOUTH, AND GO 0.4 MILE
 FJ0837'TO THE AZIMUTH MARK ON THE LEFT.
 FJ0837'
 FJ0837'THE STATION MARK IS 151 FEET WEST OF THE SOUTHWEST CORNER
 FJ0837'OF THE SCHOOL BUILDING, 59 FEET SOUTH OF THE SCHOOL DRIVE WAY,
 FJ0837'AND 32 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 FJ0837'ROAD.  THE MARK IS LEVEL WITH THE SURFACE OF THE GROUND,
 FJ0837'AND THE DISK IS STAMPED CARNEY 1954.
 FJ0837'
 FJ0837'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 80 FEET
 FJ0837'WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 1 FOOT
 FJ0837'SOUTH OF A GARAGE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 FJ0837'CARNEY NO 1 1954.
 FJ0837'
 FJ0837'REFERENCE MARK NO. 2, SOUTHEAST OF THE STATION, IS 29 FEET
 FJ0837'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 18
 FJ0837'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING,
 FJ0837'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED CARNEY NO 2
 FJ0837'1954.
 FJ0837'
 FJ0837'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE SOUTHWEST OF THE
 FJ0837'STATION, IS 52 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 FJ0837'40, 4 FEET NORTH OF A GUYED POWER POLE, 2 FEET NORTH OF A
 FJ0837'WITNESS POST, 1 FOOT EAST OF A WIRE FENCE, AND PROJECTS
 FJ0837'5 INCHES.  THE DISK IS STAMPED CARNEY 1954.
 FJ0837'
 FJ0837'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0836 ***********************************************************************
 FJ0836  DESIGNATION -  CARNEY BAPTIST CHURCH SPIRE
 FJ0836  PID         -  FJ0836
 FJ0836  STATE/COUNTY-  OK/LINCOLN
 FJ0836  COUNTRY     -  US
 FJ0836  USGS QUAD   -  CARNEY (2018)
 FJ0836
 FJ0836                         *CURRENT SURVEY CONTROL
 FJ0836  ______________________________________________________________________
 FJ0836* NAD 83(1993) POSITION- 35 48 31.01232(N) 097 00 46.53542(W)   ADJUSTED
 FJ0836  ______________________________________________________________________
 FJ0836  GEOID HEIGHT    -        -27.916 (meters)                     GEOID18
 FJ0836  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 FJ0836  HORZ ORDER      -  THIRD
 FJ0836
 FJ0836.The horizontal coordinates were established by classical geodetic methods
 FJ0836.and adjusted by the National Geodetic Survey in November 1994.
 FJ0836
 FJ0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0836.GEOID18 height accuracy estimate available here.
 FJ0836
 FJ0836.Click photographs - Photos may exist for this station.
 FJ0836
 FJ0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0836
 FJ0836. The following values were computed from the NAD 83(1993) position.
 FJ0836
 FJ0836;                    North         East     Units Scale Factor Converg.
 FJ0836;SPC OK N     -    90,171.389   689,208.059   MT  0.99996490   +0 34 57.1
 FJ0836;SPC OK N     -   295,837.30  2,261,176.77   sFT  0.99996490   +0 34 57.1
 FJ0836;UTM  14      - 3,964,543.241   679,533.378   MT  0.99999719   +1 09 46.5
 FJ0836
 FJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7953364543(NAD 83)
 FJ0836
 FJ0836                          SUPERSEDED SURVEY CONTROL
 FJ0836
 FJ0836  NAD 83(1986)-  35 48 31.02147(N)    097 00 46.51696(W) AD(       ) 3
 FJ0836  NAD 27      -  35 48 30.81058(N)    097 00 45.41144(W) AD(       ) 3
 FJ0836
 FJ0836.Superseded values are not recommended for survey control.
 FJ0836
 FJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0836.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0836
 FJ0836_MARKER: 90 = CHURCH SPIRE
 FJ0836
 FJ0836  HISTORY     - Date     Condition        Report By
 FJ0836  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0836
 FJ0836                          STATION DESCRIPTION
 FJ0836
 FJ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0836'THE STATION IS THE TOP OF THE SILVER SPIRE OVER THE WEST
 FJ0836'ENTRANCE OF THE FIRST BAPTIST CHURCH IN CARNEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1204 ***********************************************************************
 FJ1204  DESIGNATION -  CAROLINA
 FJ1204  PID         -  FJ1204
 FJ1204  STATE/COUNTY-  OK/SEMINOLE
 FJ1204  COUNTRY     -  US
 FJ1204  USGS QUAD   -  TATE MOUNTAIN (2018)
 FJ1204
 FJ1204                         *CURRENT SURVEY CONTROL
 FJ1204  ______________________________________________________________________
 FJ1204* NAD 83(1993) POSITION- 35 01 04.99155(N) 096 34 34.92579(W)   ADJUSTED
 FJ1204* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 FJ1204  ______________________________________________________________________
 FJ1204  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 FJ1204  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC18
 FJ1204  HORZ ORDER      -  FIRST
 FJ1204
 FJ1204.The horizontal coordinates were established by classical geodetic methods
 FJ1204.and adjusted by the National Geodetic Survey in November 1994.
 FJ1204
 FJ1204.The orthometric height was scaled from a topographic map.
 FJ1204
 FJ1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1204.GEOID18 height accuracy estimate available here.
 FJ1204
 FJ1204.Click photographs - Photos may exist for this station.
 FJ1204
 FJ1204.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1204
 FJ1204. The following values were computed from the NAD 83(1993) position.
 FJ1204
 FJ1204;                    North         East     Units Scale Factor Converg.
 FJ1204;SPC OK S     -   187,794.178   729,923.268   MT  0.99996453   +0 48 29.1
 FJ1204;SPC OK S     -   616,121.40  2,394,756.59   sFT  0.99996453   +0 48 29.1
 FJ1204;UTM  14      - 3,877,729.889   721,134.523   MT  1.00020271   +1 23 28.8
 FJ1204
 FJ1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1204!SPC OK S     -   0.99995638  x   0.99996453  =   0.99992092
 FJ1204!UTM  14      -   0.99995638  x   1.00020271  =   1.00015908
 FJ1204
 FJ1204:                Primary Azimuth Mark                     Grid Az
 FJ1204:SPC OK S     -  ACHENA                                   304 34 04.4
 FJ1204:UTM  14      -  ACHENA                                   303 59 04.7
 FJ1204
 FJ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2113477729(NAD 83)
 FJ1204
 FJ1204|---------------------------------------------------------------------|
 FJ1204| PID    Reference Object                     Distance      Geod. Az  |
 FJ1204|                                                           dddmmss.s |
 FJ1204| CI1363 CAROLINA RM 1                        27.778 METERS 01445     |
 FJ1204| CI1364 CAROLINA RM 2                        22.181 METERS 07314     |
 FJ1204| CI1365 CAROLINA RM 3                        24.069 METERS 25829     |
 FJ1204| FJ1207 ACHENA                              APPROX.18.6 KM 3052233.5 |
 FJ1204|---------------------------------------------------------------------|
 FJ1204
 FJ1204                          SUPERSEDED SURVEY CONTROL
 FJ1204
 FJ1204  NAD 83(1986)-  35 01 04.99275(N)    096 34 34.91104(W) AD(       ) 1
 FJ1204  NAD 27      -  35 01 04.70300(N)    096 34 33.86000(W) AD(       ) 1
 FJ1204
 FJ1204.Superseded values are not recommended for survey control.
 FJ1204
 FJ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1204.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1204
 FJ1204_MARKER: DS = TRIANGULATION STATION DISK
 FJ1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1204_STAMPING: CAROLINA 1935
 FJ1204_MARK LOGO: CGS
 FJ1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1204+STABILITY: SURFACE MOTION
 FJ1204
 FJ1204  HISTORY     - Date     Condition        Report By
 FJ1204  HISTORY     - 1935     MONUMENTED       CGS
 FJ1204  HISTORY     - 1970     GOOD             OKDH
 FJ1204
 FJ1204                          STATION DESCRIPTION
 FJ1204
 FJ1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1204'STATION IS LOCATED IN T. 6 N., R. 7 E., SOUTHWEST QUARTER OF
 FJ1204'SECTION 4.  ABOUT 4.5 MILES NORTH AND 3 MILES WEST OF SASAKWA.
 FJ1204'ON A ROUND OAK COVERED HILL WHICH SLOPES IN ALL DIRECTIONS
 FJ1204'AND NEAR THE SOUTH END, THE HIGHEST GROUND IN THE VICINITY.
 FJ1204'
 FJ1204'REACHED FROM WEWOKA (JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1204'HIGHWAY 56, IN A TOWN BY A LARGE CONOCO SERVICE STATION)
 FJ1204'BY GOING SOUTH ON STATE HIGHWAY 56, WHERE U.S. HIGHWAY 270
 FJ1204'TURNS EAST 6.3 MILES TO A SMALL STORE AND SEVERAL PURE OIL
 FJ1204'COMPANY RIGS, TURN RIGHT (WEST) ONTO GRAVEL ROAD AND GO WEST
 FJ1204'AND NORTH 2.0 MILES TO CROSSROADS, TURN LEFT (WEST) AT
 FJ1204'CROSSROADS AND GO 2.6 MILES TO MR. CAROLINAS HOUSE, WHICH IS A
 FJ1204'SMALL UNPAINTED HOUSE ON THE NORTH SIDE OF THE ROAD.
 FJ1204'STATION IS ABOUT 0.25 MILE NORTH.  FROM HERE GO NORTH
 FJ1204'AROUND HOUSE AND PASS AROUND WEST SIDE OF SMALL RESERVOIR
 FJ1204'TO FOOT OF BLUFFS.  END OF TRUCK TRAVEL.  STATION IS ABOUT
 FJ1204'200 YARDS NORTH ON HIGHEST POINT OF HILL.  MARK PROJECTS
 FJ1204'ABOUT 6 INCHES.
 FJ1204'
 FJ1204'REFERENCE MARK NO. 1 IS NORTH FROM STATION, PROJECTING
 FJ1204'ABOUT 8 INCHES.
 FJ1204'
 FJ1204'REFERENCE MARK NO. 2 IS EAST-NORTHEAST FROM STATION, PROJECTING
 FJ1204'ABOUT 3 INCHES.
 FJ1204'
 FJ1204'REFERENCE MARK NO. 3 IS WEST-SOUTHWEST FROM STATION, PROJECTING
 FJ1204'ABOUT 5 INCHES.
 FJ1204'
 FJ1204'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1204'AS DESCRIBED.
 FJ1204'
 FJ1204'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1204
 FJ1204                          STATION RECOVERY (1970)
 FJ1204
 FJ1204'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (DW)
 FJ1204'CAROLINA 1935 RECOVERED GOOD.
 FJ1204'
 FJ1204'DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0725 ***********************************************************************
 EL0725  DESIGNATION -  CARR
 EL0725  PID         -  EL0725
 EL0725  STATE/COUNTY-  OK/ATOKA
 EL0725  COUNTRY     -  US
 EL0725  USGS QUAD   -  TUSHKA (2019)
 EL0725
 EL0725                         *CURRENT SURVEY CONTROL
 EL0725  ______________________________________________________________________
 EL0725* NAD 83(1993) POSITION- 34 21 37.07373(N) 096 13 36.03106(W)   ADJUSTED
 EL0725* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 EL0725  ______________________________________________________________________
 EL0725  GEOID HEIGHT    -        -27.469 (meters)                     GEOID18
 EL0725  LAPLACE CORR    -         -8.92  (seconds)                    DEFLEC18
 EL0725  HORZ ORDER      -  SECOND
 EL0725
 EL0725.The horizontal coordinates were established by classical geodetic methods
 EL0725.and adjusted by the National Geodetic Survey in November 1994.
 EL0725
 EL0725.The orthometric height was scaled from a topographic map.
 EL0725
 EL0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0725.GEOID18 height accuracy estimate available here.
 EL0725
 EL0725.Click photographs - Photos may exist for this station.
 EL0725
 EL0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0725
 EL0725. The following values were computed from the NAD 83(1993) position.
 EL0725
 EL0725;                    North         East     Units Scale Factor Converg.
 EL0725;SPC OK S     -   115,346.984   763,115.696   MT  0.99994354   +1 00 23.6
 EL0725;SPC OK S     -   378,434.23  2,503,655.41   sFT  0.99994354   +1 00 23.6
 EL0725;UTM  14      - 3,805,591.903   755,060.591   MT  1.00040198   +1 33 57.9
 EL0725
 EL0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0725!SPC OK S     -   0.99997087  x   0.99994354  =   0.99991441
 EL0725!UTM  14      -   0.99997087  x   1.00040198  =   1.00037283
 EL0725
 EL0725:                Primary Azimuth Mark                     Grid Az
 EL0725:SPC OK S     -  CARR AZ MK                               027 09 51.7
 EL0725:UTM  14      -  CARR AZ MK                               026 36 17.4
 EL0725
 EL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5506005591(NAD 83)
 EL0725
 EL0725|---------------------------------------------------------------------|
 EL0725| PID    Reference Object                     Distance      Geod. Az  |
 EL0725|                                                           dddmmss.s |
 EL0725| CX9128 CARR AZ MK                                         0281015.3 |
 EL0725| CX9130 CARR RM 2                            14.666 METERS 09212     |
 EL0725| CX9129 CARR RM 1                            12.340 METERS 35553     |
 EL0725|---------------------------------------------------------------------|
 EL0725
 EL0725                          SUPERSEDED SURVEY CONTROL
 EL0725
 EL0725  NAD 83(1986)-  34 21 37.07910(N)    096 13 36.02339(W) AD(       ) 2
 EL0725  NAD 27      -  34 21 36.74060(N)    096 13 35.04250(W) AD(       ) 2
 EL0725
 EL0725.Superseded values are not recommended for survey control.
 EL0725
 EL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0725.See file dsdata.pdf to determine how the superseded data were derived.
 EL0725
 EL0725_MARKER: DS = TRIANGULATION STATION DISK
 EL0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0725_STAMPING: CARR 1955
 EL0725_MARK LOGO: CGS
 EL0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0725+STABILITY: SURFACE MOTION
 EL0725
 EL0725  HISTORY     - Date     Condition        Report By
 EL0725  HISTORY     - 1955     MONUMENTED       CGS
 EL0725
 EL0725                          STATION DESCRIPTION
 EL0725
 EL0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0725'STATION IS LOCATED IN ROLLING FARM COUNTRY ON A LOW RIDGE THAT
 EL0725'IS THE HIGHEST IN THE VICINITY.  IT IS ABOUT 5.5 MILES AIRLINE
 EL0725'WEST-SOUTHWEST OF ATOKA AND 7 MILES AIRLINE SOUTH OF LEHIGH.
 EL0725'
 EL0725'TO REACH FROM THE U.S. POST OFFICE IN ATOKA GO WEST ON FIRST
 EL0725'STREET FOR 0.2 MILE TO U.S. HIGHWAYS 69 AND 75.  TURN LEFT
 EL0725'AND GO SOUTH ON U.S. HIGHWAYS 69 AND 75 FOR 0.8 MILE TO THEIR
 EL0725'JUNCTION WITH STATE HIGHWAY 7.  TURN RIGHT ON STATE HIGHWAY 7
 EL0725'AND GO WEST 4.5 MILES TO A GRADED CROSS ROAD AND A CORRAL ON THE
 EL0725'LEFT.  TURN LEFT ON GRADED ROAD AND GO SOUTH 1.0 MILE TO
 EL0725'CROSS ROAD.  TURN RIGHT AND GO WEST 0.6 MILE TO POINT WHERE
 EL0725'ROAD PASSES OVER TOP OF RIDGE AND THE STATION ON THE LEFT.
 EL0725'
 EL0725'STATION, STAMPED CARR 1955, IS A STANDARD USC AND GS BRONZE
 EL0725'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0725'THAT PROJECTS 3 INCHES.  IT IS 22 FEET SOUTH OF THE CENTERLINE
 EL0725'OF A GRADED ROAD, 3 FEET NORTH OF A FENCELINE AND 3.5 FEET
 EL0725'WEST-NORTHWEST OF A STANDARD WITNESS POST.
 EL0725'
 EL0725'R.M. 1, STAMPED CARR NO 1 1955, IS A STANDARD USC AND GS
 EL0725'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 EL0725'MONUMENT THAT PROJECTS 2 INCHES.  IT IS SET IN AN EAST-WEST
 EL0725'FENCE LINE, 18 FEET NORTH OF THE CENTERLINE OF THE GRADED
 EL0725'ROAD AND AT THE SAME ELEVATION AS THE STATION.
 EL0725'
 EL0725'R.M. 2, STAMPED CARR NO 2 1955, IS A STANDARD USC AND GS
 EL0725'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 EL0725'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 1 FOOT NORTH OF A
 EL0725'FENCE LINE, 24 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 EL0725'ROAD, AND 1 FOOT LOWER THAN THE STATION.
 EL0725'
 EL0725'AZIMUTH MARK, STAMPED CARR 1955, IS A STANDARD USC AND GS
 EL0725'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0725'THAT PROJECTS 3 INCHES.  IT IS 0.1 MILE WEST OF A CROSS
 EL0725'ROAD AND CORRAL, 51 FEET SOUTH OF THE CENTERLINE OF STATE
 EL0725'HIGHWAY 7, 1 FOOT NORTH OF FENCE LINE, 3 FEET WEST OF A
 EL0725'STANDARD WITNESS POST, AND 3 FEET EAST OF HIGHWAY RIGHT-OF-WAY
 EL0725'MARKER.  TO REACH FROM THE STATION GO EAST, ON GRADED ROAD,
 EL0725'0.6 MILE TO A CROSS ROAD.  TURN LEFT AND GO NORTH 1.0 MILE
 EL0725'TO STATE HIGHWAY 7.  TURN LEFT ON STATE HIGHWAY 7 AND GO
 EL0725'WEST 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0528 ***********************************************************************
 GJ0528  DESIGNATION -  CARRIER FARMERS COOP NW ELEV
 GJ0528  PID         -  GJ0528
 GJ0528  STATE/COUNTY-  OK/GARFIELD
 GJ0528  COUNTRY     -  US
 GJ0528  USGS QUAD   -  LAHOMA (2018)
 GJ0528
 GJ0528                         *CURRENT SURVEY CONTROL
 GJ0528  ______________________________________________________________________
 GJ0528* NAD 83(1993) POSITION- 36 28 42.03666(N) 098 01 23.80979(W)   ADJUSTED
 GJ0528  ______________________________________________________________________
 GJ0528  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 GJ0528  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 GJ0528  HORZ ORDER      -  THIRD
 GJ0528
 GJ0528.The horizontal coordinates were established by classical geodetic methods
 GJ0528.and adjusted by the National Geodetic Survey in November 1994.
 GJ0528
 GJ0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0528.GEOID18 height accuracy estimate available here.
 GJ0528
 GJ0528.Click photographs - Photos may exist for this station.
 GJ0528
 GJ0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0528
 GJ0528. The following values were computed from the NAD 83(1993) position.
 GJ0528
 GJ0528;                    North         East     Units Scale Factor Converg.
 GJ0528;SPC OK N     -   164,028.766   597,913.777   MT  0.99996009   -0 00 49.5
 GJ0528;SPC OK N     -   538,151.04  1,961,655.45   sFT  0.99996009   -0 00 49.5
 GJ0528;UTM  14      - 4,037,449.265   587,495.979   MT  0.99969432   +0 34 50.6
 GJ0528
 GJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8749537449(NAD 83)
 GJ0528
 GJ0528                          SUPERSEDED SURVEY CONTROL
 GJ0528
 GJ0528  NAD 83(1986)-  36 28 42.04185(N)    098 01 23.79726(W) AD(       ) 3
 GJ0528  NAD 27      -  36 28 41.93725(N)    098 01 22.57434(W) AD(       ) 3
 GJ0528
 GJ0528.Superseded values are not recommended for survey control.
 GJ0528
 GJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0528.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0528
 GJ0528_MARKER: 65 = GRAIN ELEVATOR
 GJ0528
 GJ0528  HISTORY     - Date     Condition        Report By
 GJ0528  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0528
 GJ0528                          STATION DESCRIPTION
 GJ0528
 GJ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0528'THE STATION IS LOCATED 80 FEET NORTHWEST OF THE DEPOT IN THE VILLAGE
 GJ0528'OF CARRIER AND ABOUT 0.2 MILE NORTHWEST OF ANOTHER ELEVATOR.
 GJ0528'
 GJ0528'THE ELEVATOR HAS A HEAD HOUSE PROJECTING FROM ITS TOP AND THE OVERALL
 GJ0528'HEIGHT IS 135 FEET.
 GJ0528'
 GJ0528'THE CENTER OF THE ELEVATOR WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 CU7617 ***********************************************************************
 CU7617  DESIGNATION -  CARSON RESET
 CU7617  PID         -  CU7617
 CU7617  STATE/COUNTY-  OK/GRADY
 CU7617  COUNTRY     -  US
 CU7617  USGS QUAD   -  MINCO (2018)
 CU7617
 CU7617                         *CURRENT SURVEY CONTROL
 CU7617  ______________________________________________________________________
 CU7617* NAD 83(1993) POSITION- 35 16 25.13583(N) 097 57 33.60060(W)   ADJUSTED
 CU7617  ______________________________________________________________________
 CU7617  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 CU7617  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 CU7617  HORZ ORDER      -  FIRST
 CU7617
 CU7617.The horizontal coordinates were established by classical geodetic methods
 CU7617.and adjusted by the National Geodetic Survey in November 1994.
 CU7617
 CU7617.Significant digits in the geoid height do not necessarily reflect accuracy.
 CU7617.GEOID18 height accuracy estimate available here.
 CU7617
 CU7617.Click photographs - Photos may exist for this station.
 CU7617
 CU7617.The Laplace correction was computed from DEFLEC18 derived deflections.
 CU7617
 CU7617. The following values were computed from the NAD 83(1993) position.
 CU7617
 CU7617;                    North         East     Units Scale Factor Converg.
 CU7617;SPC OK S     -   215,234.891   603,699.999   MT  1.00000822   +0 01 23.1
 CU7617;SPC OK S     -   706,149.80  1,980,639.08   sFT  1.00000822   +0 01 23.1
 CU7617;UTM  14      - 3,903,886.768   594,647.056   MT  0.99971040   +0 36 03.6
 CU7617
 CU7617:                Primary Azimuth Mark                     Grid Az
 CU7617:SPC OK S     -  CARSON AZ MK                             114 29 08.4
 CU7617:UTM  14      -  CARSON AZ MK                             113 54 27.9
 CU7617
 CU7617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9464703886(NAD 83)
 CU7617
 CU7617|---------------------------------------------------------------------|
 CU7617| PID    Reference Object                     Distance      Geod. Az  |
 CU7617|                                                           dddmmss.s |
 CU7617| FJ0446 CARSON RM 1                                        00016     |
 CU7617| FJ1072 CARSON RM A                         275.628 METERS 00234     |
 CU7617| FJ1074 UNION CITY ST JOSEPHS CATH CH       APPROX.13.6 KM 0064944.6 |
 CU7617| FJ1076 UNION CITY FARMERS GRAIN ELEV       APPROX.13.4 KM 0075127.2 |
 CU7617| FJ1069 MINCO MUNICIPAL TANK                APPROX. 4.5 KM 0131416.9 |
 CU7617| FJ1040 OKLA NATURAL GAS MICROWAVE          APPROX.17.3 KM 1052532.2 |
 CU7617| CL4425 CARSON AZ MK                                       1143031.5 |
 CU7617| CL4426 CARSON RM 3                         183.493 METERS 12159     |
 CU7617| FJ1054 AMBER MOORE STAUFFER ELEV           APPROX.14.5 KM 1495411.6 |
 CU7617| FJ1073 CARSON RM 4                         282.560 METERS 35718     |
 CU7617|---------------------------------------------------------------------|
 CU7617
 CU7617                          SUPERSEDED SURVEY CONTROL
 CU7617
 CU7617  NAD 83(1986)-  35 16 25.14079(N)    097 57 33.58394(W) AD(       ) 1
 CU7617  NAD 27      -  35 16 24.92196(N)    097 57 32.41560(W) AD(       ) 1
 CU7617  USSD        -  35 16 24.84800(N)    097 57 32.76000(W) AD(       ) 3
 CU7617
 CU7617.Superseded values are not recommended for survey control.
 CU7617
 CU7617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU7617.See file dsdata.pdf to determine how the superseded data were derived.
 CU7617
 CU7617_MARKER: DS = TRIANGULATION STATION DISK
 CU7617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU7617_STAMPING: CARSON 1902 1957
 CU7617_MARK LOGO: CGS
 CU7617_PROJECTION: RECESSED 36 CENTIMETERS
 CU7617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU7617+STABILITY: SURFACE MOTION
 CU7617
 CU7617  HISTORY     - Date     Condition        Report By
 CU7617  HISTORY     - 1957     MONUMENTED       CGS
 CU7617  HISTORY     - 1966     GOOD             CGS
 CU7617  HISTORY     - 1968     GOOD             CGS
 CU7617  HISTORY     - 1971     GOOD             OKDH
 CU7617
 CU7617                          STATION DESCRIPTION
 CU7617
 CU7617'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 CU7617'THE SURFACE STATION MARK WAS RECOVERED AND FOUND IN POOR
 CU7617'CONDITION.  THE UNDERGROUND WAS RECOVERED AND FOUND TO BE IN
 CU7617'GOOD CONDITION.  A NEW SURFACE MARK WAS SET.  REFERENCE MARK
 CU7617'2 WAS NOT FOUND.  A NEW REFERENCE MARK AND AN AZIMUTH MARK WAS
 CU7617'ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CU7617'
 CU7617'STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF MINCO, NEAR THE
 CU7617'CENTER AND ON THE HIGHEST POINT OF A CULTIVATED FIELD OWNED
 CU7617'BY LEVI LEACH AND IN SECTION 8, T9N, R7W.
 CU7617'
 CU7617'REACHED FROM THE TRAFFIC LIGHT IN MINCO BY GOING SOUTH ON STATE
 CU7617'HIGHWAY 81 FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT, (REFERENCE
 CU7617'MARK 1 IS 0.25 MILE WEST OF THIS POINT AT THE TOP OF A GRADE)
 CU7617'CONTINUE SOUTH FOR 3.0 MILES TO THE TOP OF A GRADE, AT A
 CU7617'GATE THE AZIMUTH MARK AND A STOCK SHELTER ON THE RIGHT, TURN
 CU7617'RIGHT, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD WESTERLY
 CU7617'FOR 0.25 MILE TO A FENCE CORNER, TURN RIGHT AND GO NORTH ALONG
 CU7617'THE EAST SIDE OF A FENCE FOR 387 FEET TO REFERENCE MARK 3.
 CU7617'FROM THIS POINT PACK NORTHWESTERLY TO THE STATION.
 CU7617'
 CU7617'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED CARSON
 CU7617'1902-1957, SET IN A 10-INCH SQUARE CONCRETE POST 14 INCHES BELOW
 CU7617'THE GROUND SURFACE.  IT IS 950 FEET SOUTH OF AN EAST-WEST
 CU7617'ROAD, 918 FEET SOUTH OF A RIGHT-OF-WAY FENCE AND 600 FEET WEST OF
 CU7617'A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK IS A NAIL SET IN
 CU7617'AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE GROUND
 CU7617'SURFACE.
 CU7617'
 CU7617'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARSON NO 1
 CU7617'1902-1921, SET IN A 14-INCH SQUARE CONCRETE POST FLUSH WITH
 CU7617'THE GROUND SURFACE.  IT IS 48 FEET EAST OF A EAST GATE POST,
 CU7617'25 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 17 FEET WEST
 CU7617'OF A WEST GATE POST, 4.5 FEET SOUTH OF A WITNESS POST AND 4
 CU7617'FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 CU7617'
 CU7617'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CARSON NO 3 1902,
 CU7617'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CU7617'IT IS 387 FEET NORTH OF THE FENCE CORNER AND 1 FOOT WEST OF THE
 CU7617'NORTH-SOUTH FENCE LINE.
 CU7617'
 CU7617'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 10-INCH SQUARE
 CU7617'CONCRETE POST PROJECTING 6 INCHES.  THE DISK IS STAMPED
 CU7617'CARSON 1902.  IT IS 237 FEET EAST OF THE NORTHEAST CORNER OF
 CU7617'THE STOCK SHELTER, 92 FEET NORTH OF A POWERLINE POLE, 52 FEET
 CU7617'WEST OF THE CENTER OF THE HIGHWAY, 14 FEET NORTH OF THE CENTER
 CU7617'OF A GATE AND DRIVEWAY.  A WITNESS POST WAS SET 3 FEET EAST OF
 CU7617'THE MARK.
 CU7617
 CU7617                          STATION RECOVERY (1966)
 CU7617
 CU7617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CU7617'CARSON RESET GOOD, CARSON AZ GOOD.
 CU7617
 CU7617                          STATION RECOVERY (1968)
 CU7617
 CU7617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 CU7617'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND
 CU7617'3 WERE RECOVERED AS DESCRIBED IN 1957 AND FOUND IN GOOD
 CU7617'CONDITION.
 CU7617'
 CU7617'THE PROPERTY OWNER REQUESTED THAT REFERENCE MARK NUMBER 1
 CU7617'BE REMOVED FROM HIS CULTIVATED FIELD.  AT THIS TIME REFERENCE
 CU7617'MARK NUMBER 1 WAS DESTROYED AND REFERENCE MARK NUMBER 4 WAS
 CU7617'ESTABLISHED AND USED FOR A TRANSCONTINENTAL TRAVERSE STATION.
 CU7617'
 CU7617'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 CU7617'CARSON NO 4 1902 1957 1968, SET IN TOP OF A 12-INCH CONCRETE
 CU7617'CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CU7617'1 FOOT NORTH OF A FENCE LINE, 3.7 FEET EAST OF A WITNESS POST,
 CU7617'20 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT ROAD AND
 CU7617'64 FEET WEST OF WEST GATE POST.
 CU7617'
 CU7617'THE 1957 DESCRIPTION OF TO REACH WAS FOUND TO BE ADEQUATE.
 CU7617
 CU7617                          STATION RECOVERY (1971)
 CU7617
 CU7617'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 CU7617'CARSON RESET, AZ, RM 3 AND RM 4 WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0446 ***********************************************************************
 FJ0446  DESIGNATION -  CARSON RM 1
 FJ0446  PID         -  FJ0446
 FJ0446  STATE/COUNTY-  OK/GRADY
 FJ0446  COUNTRY     -  US
 FJ0446  USGS QUAD   -  MINCO (2018)
 FJ0446
 FJ0446                         *CURRENT SURVEY CONTROL
 FJ0446  ______________________________________________________________________
 FJ0446* NAD 83(1986) POSITION- 35 16 34.08   (N) 097 57 33.55   (W)   HD_HELD1
 FJ0446* NAVD 88 ORTHO HEIGHT -   433.930 (meters)     1423.65  (feet) POSTED
 FJ0446  ______________________________________________________________________
 FJ0446  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 FJ0446  DYNAMIC HEIGHT  -        433.50  (meters)     1422.2   (feet) COMP
 FJ0446  MODELED GRAVITY -    979,621.7   (mgal)                       NAVD 88
 FJ0446
 FJ0446  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0446
 FJ0446.The horizontal coordinates were determined by differentially corrected
 FJ0446.hand held GPS observations or other comparable positioning techniques
 FJ0446.and have an estimated accuracy of +/- 3 meters.
 FJ0446
 FJ0446.The orthometric height was determined by differential leveling
 FJ0446.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0446
 FJ0446.* This is a POSTED BENCH MARK height.
 FJ0446
 FJ0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0446.GEOID18 height accuracy estimate available here.
 FJ0446
 FJ0446.Click photographs - Photos may exist for this station.
 FJ0446
 FJ0446.The dynamic height is computed by dividing the NAVD 88
 FJ0446.geopotential number by the normal gravity value computed on the
 FJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0446.degrees latitude (g = 980.6199 gals.).
 FJ0446
 FJ0446.The modeled gravity was interpolated from observed gravity values.
 FJ0446
 FJ0446;                    North         East    Units  Estimated Accuracy
 FJ0446;SPC OK S     -   215,510.5     603,701.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0446
 FJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9464504162(NAD 83)
 FJ0446
 FJ0446                          SUPERSEDED SURVEY CONTROL
 FJ0446
 FJ0446  NGVD 29 (??/??/92)  433.774  (m)         1423.14   (f) ADJ UNCH    1 2
 FJ0446
 FJ0446.Superseded values are not recommended for survey control.
 FJ0446
 FJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0446.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0446
 FJ0446_MARKER: DR = REFERENCE MARK DISK
 FJ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0446_STAMPING: CARSON RM 1 1902 1921
 FJ0446_MARK LOGO: CGS
 FJ0446_PROJECTION: FLUSH
 FJ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0446+STABILITY: SURFACE MOTION
 FJ0446
 FJ0446  HISTORY     - Date     Condition        Report By
 FJ0446  HISTORY     - 1935     MONUMENTED       CGS
 FJ0446  HISTORY     - 1953     GOOD             CGS
 FJ0446
 FJ0446                          STATION DESCRIPTION
 FJ0446
 FJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0446'2.8 MI SW FROM MINCO.
 FJ0446'2.5 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 FJ0446'STATE HIGHWAY 37 AT MINCO, THENCE 0.3 MILE WEST ALONG A DIRT
 FJ0446'ROAD, ON TOP OF A HILL, 22 FEET SOUTH OF THE CENTER LINE OF
 FJ0446'THE ROAD, 32 FEET WEST OF THE CENTER OF A WIRE GATE, 4 FEET
 FJ0446'SOUTH OF A FENCE, 4 FEET SOUTH OF A WITNESS POST, SET IN THE
 FJ0446'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1073 ***********************************************************************
 FJ1073  DESIGNATION -  CARSON RM 4
 FJ1073  PID         -  FJ1073
 FJ1073  STATE/COUNTY-  OK/GRADY
 FJ1073  COUNTRY     -  US
 FJ1073  USGS QUAD   -  MINCO (2018)
 FJ1073
 FJ1073                         *CURRENT SURVEY CONTROL
 FJ1073  ______________________________________________________________________
 FJ1073* NAD 83(1993) POSITION- 35 16 34.29429(N) 097 57 34.12652(W)   ADJUSTED
 FJ1073* NAVD 88 ORTHO HEIGHT -   433.6   (meters)     1423.    (feet) VERTCON3
 FJ1073  ______________________________________________________________________
 FJ1073  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 FJ1073  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 FJ1073  HORZ ORDER      -  FIRST
 FJ1073
 FJ1073.The horizontal coordinates were established by classical geodetic methods
 FJ1073.and adjusted by the National Geodetic Survey in November 1994.
 FJ1073
 FJ1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1073
 FJ1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1073.GEOID18 height accuracy estimate available here.
 FJ1073
 FJ1073.Click photographs - Photos may exist for this station.
 FJ1073
 FJ1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1073
 FJ1073. The following values were computed from the NAD 83(1993) position.
 FJ1073
 FJ1073;                    North         East     Units Scale Factor Converg.
 FJ1073;SPC OK S     -   215,517.136   603,686.594   MT  1.00000875   +0 01 22.8
 FJ1073;SPC OK S     -   707,075.80  1,980,595.10   sFT  1.00000875   +0 01 22.8
 FJ1073;UTM  14      - 3,904,168.779   594,630.810   MT  0.99971036   +0 36 03.5
 FJ1073
 FJ1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1073!SPC OK S     -   0.99993618  x   1.00000875  =   0.99994493
 FJ1073!UTM  14      -   0.99993618  x   0.99971036  =   0.99964656
 FJ1073
 FJ1073:                Primary Azimuth Mark                     Grid Az
 FJ1073:SPC OK S     -  MINCO MUNICIPAL TANK                     014 16 25.7
 FJ1073:UTM  14      -  MINCO MUNICIPAL TANK                     013 41 45.0
 FJ1073
 FJ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9463004168(NAD 83)
 FJ1073
 FJ1073|---------------------------------------------------------------------|
 FJ1073| PID    Reference Object                     Distance      Geod. Az  |
 FJ1073|                                                           dddmmss.s |
 FJ1073| FJ1069 MINCO MUNICIPAL TANK                APPROX. 4.2 KM 0141748.5 |
 FJ1073| FJ1072 CARSON RM A                          26.512 METERS 10504     |
 FJ1073|---------------------------------------------------------------------|
 FJ1073
 FJ1073                          SUPERSEDED SURVEY CONTROL
 FJ1073
 FJ1073  NAD 83(1986)-  35 16 34.29911(N)    097 57 34.10987(W) AD(       ) 1
 FJ1073  NAD 27      -  35 16 34.09289(N)    097 57 32.94231(W) AD(       ) 1
 FJ1073  NGVD 29 (07/19/86)  433.4    (m)         1422.     (f) VERT ANG       
 FJ1073
 FJ1073.Superseded values are not recommended for survey control.
 FJ1073
 FJ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1073.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1073
 FJ1073_MARKER: DR = REFERENCE MARK DISK
 FJ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1073_STAMPING: CARSON NO 4 1902 1957 1968
 FJ1073_MARK LOGO: CGS
 FJ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1073+STABILITY: SURFACE MOTION
 FJ1073
 FJ1073  HISTORY     - Date     Condition        Report By
 FJ1073  HISTORY     - 1968     MONUMENTED       CGS
 FJ1073  HISTORY     - 1978     GOOD             DMA
 FJ1073
 FJ1073                          STATION DESCRIPTION
 FJ1073
 FJ1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1073'THE STATION IS LOCATED ON THE NORTH SLOPE OF A LOW HILL IN THE
 FJ1073'NORTH EDGE OF A CULTIVATED FIELD ALONG THE SOUTH SIDE OF A DIRT
 FJ1073'ROAD AND PROPERTY OWNED BY LEVI LEACH.
 FJ1073'
 FJ1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 FJ1073'STATE HIGHWAY 37 IN MINCO, GO SOUTH ON U.S. HIGHWAY 81 FOR 2.8
 FJ1073'MILES TO A DIRT CROSSROADS, TURN RIGHT AND GO WEST ON THE DIRT
 FJ1073'ROAD FOR 0.3 MILE TO THE TOP OF A SMALL HILL AND STATION ON
 FJ1073'LEFT AS DESCRIBED.
 FJ1073'
 FJ1073'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED CARSON
 FJ1073'RM NO 4 1902 1957 1968, SET IN TOP OF A 12-INCH CONCRETE CYLINDER
 FJ1073'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS
 FJ1073'LOCATED 1 FOOT NORTH OF A FENCE LINE, 3.7 FEET EAST OF A STANDARD
 FJ1073'METAL WITNESS POST AND MARKER, 20 FEET SOUTH OF THE APPROXIMATE
 FJ1073'CENTER OF A DIRT ROAD AND 64.0 FEET WEST OF WEST GATE POST.
 FJ1073'
 FJ1073'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FJ1073
 FJ1073                          STATION RECOVERY (1978)
 FJ1073
 FJ1073'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FJ1073'CARSON RM NO 4 GOOD
 FJ1073'
 FJ1073'A BELL TELEPHONE TOWER SITS ABOUT 100 M NORTH OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1072 ***********************************************************************
 FJ1072  DESIGNATION -  CARSON RM A
 FJ1072  PID         -  FJ1072
 FJ1072  STATE/COUNTY-  OK/GRADY
 FJ1072  COUNTRY     -  US
 FJ1072  USGS QUAD   -  MINCO (2018)
 FJ1072
 FJ1072                         *CURRENT SURVEY CONTROL
 FJ1072  ______________________________________________________________________
 FJ1072* NAD 83(1993) POSITION- 35 16 34.07056(N) 097 57 33.11357(W)   ADJUSTED
 FJ1072* NAVD 88 ORTHO HEIGHT -   432.9   (meters)     1420.    (feet) VERTCON3
 FJ1072  ______________________________________________________________________
 FJ1072  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 FJ1072  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 FJ1072  HORZ ORDER      -  FIRST
 FJ1072
 FJ1072.The horizontal coordinates were established by classical geodetic methods
 FJ1072.and adjusted by the National Geodetic Survey in November 1994.
 FJ1072
 FJ1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1072
 FJ1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1072.GEOID18 height accuracy estimate available here.
 FJ1072
 FJ1072.Click photographs - Photos may exist for this station.
 FJ1072
 FJ1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1072
 FJ1072. The following values were computed from the NAD 83(1993) position.
 FJ1072
 FJ1072;                    North         East     Units Scale Factor Converg.
 FJ1072;SPC OK S     -   215,510.251   603,712.197   MT  1.00000874   +0 01 23.4
 FJ1072;SPC OK S     -   707,053.22  1,980,679.10   sFT  1.00000874   +0 01 23.4
 FJ1072;UTM  14      - 3,904,162.155   594,656.473   MT  0.99971042   +0 36 04.1
 FJ1072
 FJ1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1072!SPC OK S     -   0.99993629  x   1.00000874  =   0.99994503
 FJ1072!UTM  14      -   0.99993629  x   0.99971042  =   0.99964673
 FJ1072
 FJ1072:                Primary Azimuth Mark                     Grid Az
 FJ1072:SPC OK S     -  SALT                                     161 47 37.2
 FJ1072:UTM  14      -  SALT                                     161 12 56.5
 FJ1072
 FJ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9465604162(NAD 83)
 FJ1072
 FJ1072|---------------------------------------------------------------------|
 FJ1072| PID    Reference Object                     Distance      Geod. Az  |
 FJ1072|                                                           dddmmss.s |
 FJ1072| FJ1069 MINCO MUNICIPAL TANK                APPROX. 4.2 KM 0135606.6 |
 FJ1072| FJ1057 SALT                                APPROX.12.3 KM 1614900.6 |
 FJ1072| CU7617 CARSON RESET                        275.628 METERS 18234     |
 FJ1072| FJ1073 CARSON RM 4                          26.512 METERS 28504     |
 FJ1072| FK0543 EL RENO MUSTANG APT BCN             APPROX.22.1 KM 3495315.6 |
 FJ1072|---------------------------------------------------------------------|
 FJ1072
 FJ1072                          SUPERSEDED SURVEY CONTROL
 FJ1072
 FJ1072  NAD 83(1986)-  35 16 34.07538(N)    097 57 33.09694(W) AD(       ) 1
 FJ1072  NAD 27      -  35 16 33.86877(N)    097 57 31.92772(W) AD(       ) 1
 FJ1072  NGVD 29 (07/19/86)  432.7    (m)         1420.     (f) VERT ANG       
 FJ1072
 FJ1072.Superseded values are not recommended for survey control.
 FJ1072
 FJ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1072.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1072
 FJ1072_MARKER: DR = REFERENCE MARK DISK
 FJ1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1072_STAMPING: CARSON RM A 1968
 FJ1072_MARK LOGO: CGS
 FJ1072_PROJECTION: RECESSED 36 CENTIMETERS
 FJ1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1072+STABILITY: SURFACE MOTION
 FJ1072
 FJ1072  HISTORY     - Date     Condition        Report By
 FJ1072  HISTORY     - 1968     MONUMENTED       CGS
 FJ1072
 FJ1072                          STATION DESCRIPTION
 FJ1072
 FJ1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1072'THE STATION IS IN THE SAME AREA AND ON THE SAME PROPERTY AS
 FJ1072'TRIANGULATION STATION CARSON 1902 1957.  IT IS ABOUT 3-1/2
 FJ1072'MILES SOUTH-SOUTHEAST OF MINCO, IN A CULTIVATED FIELD WHICH IS
 FJ1072'OWNED BY MR. LEVI LEACH.
 FJ1072'
 FJ1072'THE STATION MARK IS A STANDARD DISK, STAMPED CARSON RM A 1968, SET
 FJ1072'IN THE TOP OF A ROUND CONCRETE POST THAT IS 14 INCHES BELOW THE
 FJ1072'GROUND SURFACE.  IT IS 44 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 FJ1072'DIRT ROAD, 91 FEET SOUTHEAST OF A METAL WITNESS POST AND 32.5 FEET
 FJ1072'SOUTHWEST OF A POWER LINE POLE WITH TRANSFORMER.
 FJ1072'
 FJ1072'A TRAVERSE CONNECTION WAS MADE TO CARSON RM 4 1968, A DISTANCE
 FJ1072'BEING 26.588 METERS OR 87.13 FEET.
 FJ1072'
 FJ1072'A GEODIMETER DISTANCE WAS MEASURED TO TRIANGULATION STATION
 FJ1072'CARSON 1902 1957, THE DISTANCE BEING 276.039 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0923 ***********************************************************************
 EK0923  DESIGNATION -  CARTER
 EK0923  PID         -  EK0923
 EK0923  STATE/COUNTY-  OK/MCCURTAIN
 EK0923  COUNTRY     -  US
 EK0923  USGS QUAD   -  BETHEL (2018)
 EK0923
 EK0923                         *CURRENT SURVEY CONTROL
 EK0923  ______________________________________________________________________
 EK0923* NAD 83(1993) POSITION- 34 15 00.97988(N) 094 46 34.27403(W)   ADJUSTED
 EK0923* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 EK0923  ______________________________________________________________________
 EK0923  GEOID HEIGHT    -        -29.603 (meters)                     GEOID18
 EK0923  LAPLACE CORR    -          3.95  (seconds)                    DEFLEC18
 EK0923  HORZ ORDER      -  FIRST
 EK0923
 EK0923.The horizontal coordinates were established by classical geodetic methods
 EK0923.and adjusted by the National Geodetic Survey in November 1994.
 EK0923
 EK0923.The orthometric height was scaled from a topographic map.
 EK0923
 EK0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0923.GEOID18 height accuracy estimate available here.
 EK0923
 EK0923.Click photographs - Photos may exist for this station.
 EK0923
 EK0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0923
 EK0923. The following values were computed from the NAD 83(1993) position.
 EK0923
 EK0923;                    North         East     Units Scale Factor Converg.
 EK0923;SPC OK S     -   106,451.206   896,890.468   MT  0.99995282   +1 49 47.6
 EK0923;SPC OK S     -   349,248.67  2,942,548.14   sFT  0.99995282   +1 49 47.6
 EK0923;UTM  15      - 3,791,333.286   336,445.890   MT  0.99992974   -0 59 59.6
 EK0923
 EK0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0923!SPC OK S     -   0.99994028  x   0.99995282  =   0.99989310
 EK0923!UTM  15      -   0.99994028  x   0.99992974  =   0.99987003
 EK0923
 EK0923:                Primary Azimuth Mark                     Grid Az
 EK0923:SPC OK S     -  SHERWOOD                                 358 30 12.8
 EK0923:UTM  15      -  SHERWOOD                                 001 20 00.0
 EK0923
 EK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3644591333(NAD 83)
 EK0923
 EK0923|---------------------------------------------------------------------|
 EK0923| PID    Reference Object                     Distance      Geod. Az  |
 EK0923|                                                           dddmmss.s |
 EK0923| EK0927 SHERWOOD                            APPROX.11.6 KM 0002000.4 |
 EK0923| EK0897 HEE MTN LOOKOUT TOWER               APPROX.14.9 KM 0472400.6 |
 EK0923| CX5545 CARTER RM 1                          20.880 METERS 09812     |
 EK0923| CX5131 CARTER AZ MK                                       1734903.1 |
 EK0923| CX5546 CARTER RM 2                          20.987 METERS 26245     |
 EK0923|---------------------------------------------------------------------|
 EK0923
 EK0923                          SUPERSEDED SURVEY CONTROL
 EK0923
 EK0923  NAD 83(1986)-  34 15 00.98362(N)    094 46 34.26503(W) AD(       ) 1
 EK0923  NAD 27      -  34 15 00.60700(N)    094 46 33.47100(W) AD(       ) 1
 EK0923
 EK0923.Superseded values are not recommended for survey control.
 EK0923
 EK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0923.See file dsdata.pdf to determine how the superseded data were derived.
 EK0923
 EK0923_MARKER: DS = TRIANGULATION STATION DISK
 EK0923_SETTING: 66 = SET IN ROCK OUTCROP
 EK0923_STAMPING: CARTER 1952
 EK0923_MARK LOGO: CGS
 EK0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0923+STABILITY: POSITION/ELEVATION WELL
 EK0923
 EK0923  HISTORY     - Date     Condition        Report By
 EK0923  HISTORY     - 1952     MONUMENTED       CGS
 EK0923  HISTORY     - 1955     GOOD             USGS
 EK0923  HISTORY     - 1957     GOOD             CGS
 EK0923  HISTORY     - 1958     GOOD             CGS
 EK0923
 EK0923                          STATION DESCRIPTION
 EK0923
 EK0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0923'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF BROKEN
 EK0923'BOW AND ABOUT 7-1/2 MILES SOUTH AND 3-1/2 MILES EAST OF
 EK0923'BETHEL AT THE SITE OF THE CARTER MT. LOOKOUT TOWER.  IT IS
 EK0923'26 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 55
 EK0923'FEET WEST OF THE NORTHWEST CORNER OF A SMALL WHITE SHED AND
 EK0923'35 FEET WEST OF A WIRE FENCH.  THE DISK IS SET IN OUTCROPPING
 EK0923'BEDROCK WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED CARTER
 EK0923'1952.
 EK0923'
 EK0923'REFERENCE MARK NO. 1 IS 13 FEET EAST OF THE NORTHWEST CORNER
 EK0923'OF A WHITE SHED AND 3 FEET NORTH OF THE NORTH SIDE OF THE
 EK0923'WHITE SHED.  THE DISK IS SET IN OUTCROPPING BED ROCK WHICH
 EK0923'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CARTER NO
 EK0923'1 1952.
 EK0923'
 EK0923'REFERENCE MARK NO. 2 IS 16 FEET SOUTHEAST OF THE NORTHEAST
 EK0923'LEG OF THE LOOKOUT TOWER.  THE DISK IS SET IN OUTCROPPING
 EK0923'BED ROCK AND IS STAMPED CARTER NO 2 1952.
 EK0923'
 EK0923'AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF STATE
 EK0923'ROAD 21, 9 FEET SOUTH OF A 6 INCH PINE TREE WITH A TRIANGLE
 EK0923'BLAZE AND 2.6 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 EK0923'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARTER 1952.
 EK0923'
 EK0923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 EK0923'AND STATE ROAD 21 AT THE SOUTHWEST EDGE OF THE CITY OF BROKEN
 EK0923'BOW, GO NORTH ON STATE ROAD 21 FOR 16.15 MILES TO THE AZIMUTH
 EK0923'MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTHERLY FOR 1.45
 EK0923'MILES TO A SIDE ROAD RIGHT AT SIGN CARTER MT. LOOKOUT TOWER,
 EK0923'TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.55 MILE TO CATTLE
 EK0923'GUARD AND FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE RIGHT
 EK0923'FORK AND PASS TO THE SOUTH OF THE HOUSE FOR 0.1 MILE TO
 EK0923'STATION SITE AS DESCRIBED.
 EK0923'
 EK0923'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EK0923
 EK0923                          STATION RECOVERY (1955)
 EK0923
 EK0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EK0923'STATION IS LOCATED 17.5 MILES NORTH OF BROKEN BOW ALONG
 EK0923'STATE HIGHWAY NO. 21, 7.5 MILES SOUTH AND 3.5 MILES EAST
 EK0923'OF BETHEL.  AT THE SITE OF CARTER LOOKOUT TOWER.  IT IS 82
 EK0923'FEET EAST OF THE NORTHEAST LEG OF TOWER, 55 FEET WEST OF
 EK0923'THE NORTHWEST CORNER OF SMALL WHITE SHED AND 8 FEET SOUTH
 EK0923'OF THE SOUTH EDGE OF STONE WALL, 1 FOOT BELOW SURFACE, SET
 EK0923'IN BED ROCK, STANDARD DISK STAMPED CARTER 1952.
 EK0923
 EK0923                          STATION RECOVERY (1957)
 EK0923
 EK0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EK0923'THIS STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 EK0923'CONDITION AS DESCRIBED.  THE AREA AROUND THE STATION HAS
 EK0923'BEEN FILLED AND THE STATION MARK IS NOW ABOUT 1 FOOT BELOW
 EK0923'THE SURFACE.
 EK0923'
 EK0923'THE HIGHWAY IS UNDER CONSTRUCTION AND THE DISTANCE FROM
 EK0923'BROKEN BOW WILL BE DECREASED BY APPROXIMATELY 10 PERCENT ON
 EK0923'THE NEW HIGHWAY.
 EK0923
 EK0923                          STATION RECOVERY (1958)
 EK0923
 EK0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 EK0923'THIS STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 EK0923'CONDITION.  THE STATION IS 82 FEET EAST OF THE NORTHEAST
 EK0923'LEG OF THE LOOKOUT TOWER AND NOT 26 FEET EAST AS DESCRIBED
 EK0923'BY D.A.J., THE AZIMUTH MARK WAS IN THE AREA OF NEW HIGHWAY
 EK0923'CONSTRUCTION IN THE ONLY OPEN AREA VISIBLE FROM THE STATION.
 EK0923'THE AZIMUTH MARK WAS REMOVED AT THE REQUEST OF THE HIGHWAY
 EK0923'DEPARTMENT AND THE LINE TO STATION HAIRPIN VERIFIED AS SUITABLE
 EK0923'FOR THE AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0911 ***********************************************************************
 EL0911  DESIGNATION -  CARTER
 EL0911  PID         -  EL0911
 EL0911  STATE/COUNTY-  OK/CARTER
 EL0911  COUNTRY     -  US
 EL0911  USGS QUAD   -  ARDMORE WEST (2018)
 EL0911
 EL0911                         *CURRENT SURVEY CONTROL
 EL0911  ______________________________________________________________________
 EL0911* NAD 83(1993) POSITION- 34 12 02.81500(N) 097 08 25.22281(W)   ADJUSTED
 EL0911* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 EL0911  ______________________________________________________________________
 EL0911  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EL0911  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 EL0911  HORZ ORDER      -  SECOND
 EL0911
 EL0911.The horizontal coordinates were established by classical geodetic methods
 EL0911.and adjusted by the National Geodetic Survey in November 1994.
 EL0911
 EL0911.The orthometric height was scaled from a topographic map.
 EL0911
 EL0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0911.GEOID18 height accuracy estimate available here.
 EL0911
 EL0911.Click photographs - Photos may exist for this station.
 EL0911
 EL0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0911
 EL0911. The following values were computed from the NAD 83(1993) position.
 EL0911
 EL0911;                    North         East     Units Scale Factor Converg.
 EL0911;SPC OK S     -    96,557.657   679,227.920   MT  0.99995820   +0 29 16.6
 EL0911;SPC OK S     -   316,789.58  2,228,433.60   sFT  0.99995820   +0 29 16.6
 EL0911;UTM  14      - 3,785,981.954   671,341.653   MT  0.99996190   +1 02 44.0
 EL0911
 EL0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0911!SPC OK S     -   0.99995981  x   0.99995820  =   0.99991802
 EL0911!UTM  14      -   0.99995981  x   0.99996190  =   0.99992172
 EL0911
 EL0911:                Primary Azimuth Mark                     Grid Az
 EL0911:SPC OK S     -  C 10 6H                                  222 56 05.0
 EL0911:UTM  14      -  C 10 6H                                  222 22 37.6
 EL0911
 EL0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7134185981(NAD 83)
 EL0911
 EL0911|---------------------------------------------------------------------|
 EL0911| PID    Reference Object                     Distance      Geod. Az  |
 EL0911|                                                           dddmmss.s |
 EL0911| CX9142 CARTER RM 1                          37.747 METERS 07941     |
 EL0911| EL0913 ARDMORE MUNICIPAL TANK              APPROX. 4.3 KM 1680045.6 |
 EL0911| EL0914 ARDMORE RAD STATION KVSO MAST       APPROX. 1.0 KM 1740826.3 |
 EL0911| CX9143 CARTER RM 2                          22.268 METERS 19147     |
 EL0911| EL0909 ARDMORE TV RECIEVING MAST           APPROX. 4.3 KM 2032026.0 |
 EL0911| AI5626 C 10 6H                                            2232521.6 |
 EL0911| CX9141 CARTER AZ MK                                       3222039.7 |
 EL0911|---------------------------------------------------------------------|
 EL0911
 EL0911                          SUPERSEDED SURVEY CONTROL
 EL0911
 EL0911  NAD 83(1986)-  34 12 02.82086(N)    097 08 25.21392(W) AD(       ) 2
 EL0911  NAD 27      -  34 12 02.48270(N)    097 08 24.16040(W) AD(       ) 2
 EL0911
 EL0911.Superseded values are not recommended for survey control.
 EL0911
 EL0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0911.See file dsdata.pdf to determine how the superseded data were derived.
 EL0911
 EL0911_MARKER: DS = TRIANGULATION STATION DISK
 EL0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0911_STAMPING: CARTER 1954
 EL0911_MARK LOGO: CGS
 EL0911_PROJECTION: FLUSH
 EL0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0911+STABILITY: SURFACE MOTION
 EL0911
 EL0911  HISTORY     - Date     Condition        Report By
 EL0911  HISTORY     - 1954     MONUMENTED       CGS
 EL0911  HISTORY     - 1967     GOOD             CGS
 EL0911  HISTORY     - 20020226 GOOD             NONE
 EL0911  HISTORY     - 20090419 MARK NOT FOUND   GEOCAC
 EL0911
 EL0911                          STATION DESCRIPTION
 EL0911
 EL0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0911'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE
 EL0911'BUSINESS DISTRICT OF ARDMORE IN THE EXTREME NORTHWEST CORNER
 EL0911'OF THE PLAYGROUND OF THE CARTER INDIAN SCHOOL, 165 FEET
 EL0911'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING NO. 606 WYLY,
 EL0911'56 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 43 FEET
 EL0911'SOUTH OF THE CENTER OF DRIVEWAY INTO SCHOOLYARD AND 41 FEET
 EL0911'SOUTHWEST OF THE SOUTH CONCRETE GATE POST.  IT IS STAMPED
 EL0911'CARTER 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0911'
 EL0911'REFERENCE MARK NO. 1 IS 40 FEET SOUTHWEST OF THE SOUTHWEST
 EL0911'CORNER OF BUILDING NO. 606 WYLY.  IT IS A STANDARD DISK
 EL0911'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURB OF THE
 EL0911'DRIVEWAY INTO SCHOOLYARD AND IS STAMPED CARTER NO 1 1954.
 EL0911'
 EL0911'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF THE PLAYGROUND,
 EL0911'130 FEET NORTH OF THE CENTER OF DRIVEWAY INTO SCHOOLYARD
 EL0911'AND 10 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 EL0911'CARTER NO 2 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0911'
 EL0911'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF POWER LINE POLE
 EL0911'3401 AND 15 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77.
 EL0911'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST
 EL0911'HEAD-WALL OF A CONCRETE CULVERT AND IS STAMPED CARTER 1954.
 EL0911'
 EL0911'TO REACH THE AZIMUTH MARK FROM THE STATION AND ENTRANCE
 EL0911'TO CARTER INDIAN SCHOOL, GO WEST FOR 0.1 MILE TO U.S. HIGHWAY
 EL0911'77, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 77 FOR 0.2 MILE
 EL0911'TO MARK IN CULVERT ON LEFT AS DESCRIBED.
 EL0911'
 EL0911'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EL0911
 EL0911                          STATION RECOVERY (1967)
 EL0911
 EL0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EL0911'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 EL0911'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 EL0911'MARK WAS DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE TO
 EL0911'REFERENCE MARK NO. 1 MISSED THE 1955 DISTANCE BY 0.02 FEET.
 EL0911'THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE 1955 DISTANCE
 EL0911'BY 0.05 FEET.  THE ANGLE BETWEEN THE REFERENCE MARK FAILED
 EL0911'TO CHECK BY 3 MINUTES 0.03 SECONDS.
 EL0911'
 EL0911'C 10-6H OKLAHOMA DEPARTMENT OF HIGHWAYS MARK WAS USED FOR
 EL0911'THE NEW AZIMUTH MARK.
 EL0911'
 EL0911'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE
 EL0911'BUSINESS DISTRICT OF ARDMORE, IN THE EXTREME NORTHWEST CORNER
 EL0911'OF THE PLAYGROUND OF THE CARTER INDIAN SCHOOL.
 EL0911'
 EL0911'STATION SURFACE MARK, A STANDARD DISK STAMPED CARTER 1954,
 EL0911'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 EL0911'WITH THE SURFACE OF THE GROUND.  IT IS 156 FEET SOUTHWEST
 EL0911'OF THE SOUTHWEST CORNER OF GIRLS DORMITORY, 69 FEET WEST-SOUTHWEST
 EL0911'OF A LIGHT POLE, 69 FEET SOUTH OF THE CENTERLINE OF THE
 EL0911'SOUTH FORK AT SCHOOL ENTRANCE, AND 56 FEET EAST OF THE
 EL0911'NORTH-SOUTH ROAD.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 EL0911'
 EL0911'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARTER NO.
 EL0911'1 1954, IS CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE
 EL0911'CURB OF THE DRIVEWAY INTO SCHOOLYARD.  IT IS 40 FEET SOUTHWEST
 EL0911'OF THE SOUTHWEST CORNER OF THE GIRLS DORMITORY.
 EL0911'
 EL0911'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARTER NO.
 EL0911'2 1954, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EL0911'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 18 FEET
 EL0911'EAST OF A FENCE AT WEST SIDE OF SCHOOLYARD.
 EL0911'
 EL0911'C 10-6H (AZIMUTH MARK), IS A STATE OF OKLAHOMA DEPARTMENT
 EL0911'OF HIGHWAYS DISK STAMPED C 10-6H 1967, SET IN THE TOP OF A ROUND
 EL0911'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EL0911'IT IS 49 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 EL0911'LANE OF U.S. HIGHWAY 77, 22.5 FEET NORTHWEST OF THE NORTH
 EL0911'CORNER OF A CONCRETE CASEING, 3 FEET EAST OF A CRESOTE POST
 EL0911'PAINTED YELLOW WITH A METAL WITNESS SIGN, AND ACROSS HIGHWAY
 EL0911'WEST-SOUTHWEST OF THE ARDMORE, MUNICIPAL STANDPIPE.
 EL0911'
 EL0911'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE CARTER
 EL0911'INDIAN SCHOOL, GO SOUTH FOR 0.2 MILE TO A CROSS STREET.
 EL0911'TURN RIGHT AND GO WEST FOR 0.1 MILE TO U.S. HIGHWAY 77.
 EL0911'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY FOR 0.05 MILE TO
 EL0911'C 10-6H (AZIMUTH MARK) ON THE RIGHT.
 EL0911'
 EL0911'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES
 EL0911'NORTHWEST OF ARDMORE.
 EL0911
 EL0911                          STATION RECOVERY (2002)
 EL0911
 EL0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0911'RECOVERED AS DESCRIBED.
 EL0911
 EL0911                          STATION RECOVERY (2009)
 EL0911
 EL0911'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0911'THE CAMPUS OF THE OLD INDIAN SCHOOL HAS BEEN COMPLETELY RAZED.  A NEW
 EL0911'CHICKASHAW NUTRITION SERVICES CENTER AND OTHER NEW SERVICE BUILDINGS
 EL0911'HAS BEEN BUILT AT THE SITE.
 EL0911'THE TRIANGULATION STATION AND ALL RMS WERE SEARCHED FOR, AND NO SIGNS
 EL0911'OF ANY OF THEM WERE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0926 ***********************************************************************
 EK0926  DESIGNATION -  CARTER MT LOOKOUT TOWER
 EK0926  PID         -  EK0926
 EK0926  STATE/COUNTY-  OK/MCCURTAIN
 EK0926  COUNTRY     -  US
 EK0926  USGS QUAD   -  BETHEL (2018)
 EK0926
 EK0926                         *CURRENT SURVEY CONTROL
 EK0926  ______________________________________________________________________
 EK0926* NAD 83(1993) POSITION- 34 15 00.87574(N) 094 46 35.37127(W)   ADJUSTED
 EK0926  ______________________________________________________________________
 EK0926  GEOID HEIGHT    -        -29.603 (meters)                     GEOID18
 EK0926  LAPLACE CORR    -          3.96  (seconds)                    DEFLEC18
 EK0926  HORZ ORDER      -  THIRD
 EK0926
 EK0926.The horizontal coordinates were established by classical geodetic methods
 EK0926.and adjusted by the National Geodetic Survey in November 1994.
 EK0926
 EK0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0926.GEOID18 height accuracy estimate available here.
 EK0926
 EK0926.Click photographs - Photos may exist for this station.
 EK0926
 EK0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0926
 EK0926. The following values were computed from the NAD 83(1993) position.
 EK0926
 EK0926;                    North         East     Units Scale Factor Converg.
 EK0926;SPC OK S     -   106,447.102   896,862.511   MT  0.99995283   +1 49 47.0
 EK0926;SPC OK S     -   349,235.20  2,942,456.42   sFT  0.99995283   +1 49 47.0
 EK0926;UTM  15      - 3,791,330.567   336,417.765   MT  0.99992986   -1 00 00.2
 EK0926
 EK0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3641791330(NAD 83)
 EK0926
 EK0926                          SUPERSEDED SURVEY CONTROL
 EK0926
 EK0926  NAD 83(1986)-  34 15 00.88024(N)    094 46 35.36255(W) AD(       ) 3
 EK0926  NAD 27      -  34 15 00.50700(N)    094 46 34.56000(W) AD(       ) 3
 EK0926
 EK0926.Superseded values are not recommended for survey control.
 EK0926
 EK0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0926.See file dsdata.pdf to determine how the superseded data were derived.
 EK0926
 EK0926_MARKER: 57 = LOOKOUT TOWER
 EK0926
 EK0926  HISTORY     - Date     Condition        Report By
 EK0926  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0926
 EK0926                          STATION DESCRIPTION
 EK0926
 EK0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0926'THE STATION IS LOCATED ABOUT 15-1/2 MILES NORTH AND 2 MILES WEST
 EK0926'OF BROKEN BOW AND ABOUT 7-1/2 MILES SOUTH AND 3-1/2 MILES
 EK0926'EAST OF BETHEL.  THE TOWER IS OF STEEL CONSTRUCTION AND
 EK0926'APPROXIMATELY 125 FEET HIGH.
 EK0926'
 EK0926'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION
 EK0926'OF U.S. HIGHWAY 70 AND STATE ROUTE 21, GO NORTHERLY ON STATE
 EK0926'ROUTE 21 FOR 18.4 MILES TO A SIDE ROAD RIGHT AND SIGN
 EK0926'CARTER MT. LOOKOUT TOWER.  TURN RIGHT AND GO EASTERLY 0.6
 EK0926'MILE TO RANGERS HOUSE, PASS TO THE SOUTH OF THE HOUSE AND GO
 EK0926'0.1 MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0767 ***********************************************************************
 EL0767  DESIGNATION -  CASCADE
 EL0767  PID         -  EL0767
 EL0767  STATE/COUNTY-  OK/JOHNSTON
 EL0767  COUNTRY     -  US
 EL0767  USGS QUAD   -  CONNERVILLE (2018)
 EL0767
 EL0767                         *CURRENT SURVEY CONTROL
 EL0767  ______________________________________________________________________
 EL0767* NAD 83(1993) POSITION- 34 23 42.66596(N) 096 40 33.86136(W)   ADJUSTED
 EL0767* NAVD 88 ORTHO HEIGHT -   334.    (meters)     1096.    (feet) SCALED
 EL0767  ______________________________________________________________________
 EL0767  GEOID HEIGHT    -        -25.668 (meters)                     GEOID18
 EL0767  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 EL0767  HORZ ORDER      -  SECOND
 EL0767
 EL0767.The horizontal coordinates were established by classical geodetic methods
 EL0767.and adjusted by the National Geodetic Survey in November 1994.
 EL0767
 EL0767.The orthometric height was scaled from a topographic map.
 EL0767
 EL0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0767.GEOID18 height accuracy estimate available here.
 EL0767
 EL0767.Click photographs - Photos may exist for this station.
 EL0767
 EL0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0767
 EL0767. The following values were computed from the NAD 83(1993) position.
 EL0767
 EL0767;                    North         East     Units Scale Factor Converg.
 EL0767;SPC OK S     -   118,582.192   721,730.811   MT  0.99994135   +0 45 05.3
 EL0767;SPC OK S     -   389,048.41  2,367,878.50   sFT  0.99994135   +0 45 05.3
 EL0767;UTM  14      - 3,808,422.925   713,632.098   MT  1.00016258   +1 18 47.8
 EL0767
 EL0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0767!SPC OK S     -   0.99995159  x   0.99994135  =   0.99989294
 EL0767!UTM  14      -   0.99995159  x   1.00016258  =   1.00011416
 EL0767
 EL0767:                Primary Azimuth Mark                     Grid Az
 EL0767:SPC OK S     -  CASCADE AZ MK                            128 12 28.4
 EL0767:UTM  14      -  CASCADE AZ MK                            127 38 45.9
 EL0767
 EL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1363208422(NAD 83)
 EL0767
 EL0767|---------------------------------------------------------------------|
 EL0767| PID    Reference Object                     Distance      Geod. Az  |
 EL0767|                                                           dddmmss.s |
 EL0767| CX9155 CASCADE RM 2                         25.816 METERS 10147     |
 EL0767| CX9153 CASCADE AZ MK                                      1285733.7 |
 EL0767| CX9154 CASCADE RM 1                         27.538 METERS 32956     |
 EL0767|---------------------------------------------------------------------|
 EL0767
 EL0767                          SUPERSEDED SURVEY CONTROL
 EL0767
 EL0767  NAD 83(1986)-  34 23 42.67046(N)    096 40 33.85273(W) AD(       ) 2
 EL0767  NAD 27      -  34 23 42.33620(N)    096 40 32.83610(W) AD(       ) 2
 EL0767
 EL0767.Superseded values are not recommended for survey control.
 EL0767
 EL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0767.See file dsdata.pdf to determine how the superseded data were derived.
 EL0767
 EL0767_MARKER: DS = TRIANGULATION STATION DISK
 EL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0767_STAMPING: CASCADE 1955
 EL0767_MARK LOGO: CGS
 EL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0767+STABILITY: SURFACE MOTION
 EL0767
 EL0767  HISTORY     - Date     Condition        Report By
 EL0767  HISTORY     - 1955     MONUMENTED       CGS
 EL0767
 EL0767                          STATION DESCRIPTION
 EL0767
 EL0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0767'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF TISHOMINGO,
 EL0767'ABOUT 5 MILES SOUTH AND 2-1/2 MILES WEST OF CONNERVILLE
 EL0767'ON THE SUMMIT OF A PROMINENT BARE HILL ON THE D.O. COFFEY
 EL0767'HERFORD RANCH.  THE STATION MARK IS 3 FEET EAST OF A WITNESS
 EL0767'POST AND 3 FEET SOUTH OF A CAIRN.  IT PROJECTS 4 INCHES AND
 EL0767'IS STAMPED CASCADE 1955.
 EL0767'
 EL0767'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF A CAIRN AND 1 FOOT
 EL0767'BELOW STATION ELEVATION.  THE BOULDER PROJECTS 1 INCH AND
 EL0767'THE DISK IS STAMPED CASCADE NO 1 1955.
 EL0767'
 EL0767'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A CAIRN AND 2 FEET
 EL0767'BELOW STATION ELEVATION.  THE BOULDER PROJECTS 3 INCHES AND
 EL0767'THE DISK IS STAMPED CASCADE NO 2 1955.
 EL0767'
 EL0767'THE AZIMUTH MARK IS 140 FEET NORTH OF THE NORTHEAST CORNER
 EL0767'OF A CORRAL, 54 FEET EAST OF THE CENTER OF A TRACK ROAD,
 EL0767'3 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE
 EL0767'LINE.  THE BOULDER PROJECTS 1 FOOT AND THE DISK IS STAMPED
 EL0767'CASCADE 1955.
 EL0767'
 EL0767'TO REACH THE STATION FROM THE POST OFFICE IN CONNERVILLE
 EL0767'GO SOUTH ON STATE HIGHWAY 99 FOR 4.8 MILES TO A CATTLE GUARD
 EL0767'ON THE RIGHT, TURN RIGHT, ACROSS THE CATTLE GUARD, AND FOLLOW
 EL0767'THE MAIN ROAD TOWARD THE COFFEY RANCH FOR 1.1 MILES TO A
 EL0767'FORK (JUST AFTER PASSING THRU A GATE).  TAKE RIGHT FORK AND
 EL0767'FOLLOW MAIN ROAD WESTERLY FOR 0.3 MILE TO A GATE IN A
 EL0767'NORTH-SOUTH FENCE LINE.  PASS THRU GATE AND CONTINUE WESTERLY ON
 EL0767'THE TRACK ROAD FOR 0.75 MILE TO A FORK.  TAKE RIGHT
 EL0767'FORK AND CONTINUE NORTHERLY FOR 0.55 MILE TO A GATE AT
 EL0767'THE NORTHEAST CORNER OF THE CORRAL AND THE AZIMUTH MARK
 EL0767'NORTH OF THE GATE AS DESCRIBED.  PASS THRU GATE AND FOLLOW
 EL0767'TRACK ROAD NORTH FOR 0.25 MILE TO A WINDMILL AND WATER
 EL0767'TANK, CONTINUE NORTHWESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A
 EL0767'DIM FORK, TAKE LEFT FORK AND GO 0.15 MILE TO THE
 EL0767'SUMMIT OF THE HILL AND THE STATION AND REFERENCE MARKS AS
 EL0767'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0975 ***********************************************************************
 FJ0975  DESIGNATION -  CASE
 FJ0975  PID         -  FJ0975
 FJ0975  STATE/COUNTY-  OK/CLEVELAND
 FJ0975  COUNTRY     -  US
 FJ0975  USGS QUAD   -  FRANKLIN (2018)
 FJ0975
 FJ0975                         *CURRENT SURVEY CONTROL
 FJ0975  ______________________________________________________________________
 FJ0975* NAD 83(1993) POSITION- 35 20 02.45971(N) 097 19 24.07116(W)   ADJUSTED
 FJ0975* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ0975  ______________________________________________________________________
 FJ0975  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 FJ0975  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 FJ0975  HORZ ORDER      -  SECOND
 FJ0975
 FJ0975.The horizontal coordinates were established by classical geodetic methods
 FJ0975.and adjusted by the National Geodetic Survey in November 1994.
 FJ0975
 FJ0975.The orthometric height was scaled from a topographic map.
 FJ0975
 FJ0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0975.GEOID18 height accuracy estimate available here.
 FJ0975
 FJ0975.Click photographs - Photos may exist for this station.
 FJ0975
 FJ0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0975
 FJ0975. The following values were computed from the NAD 83(1993) position.
 FJ0975
 FJ0975;                    North         East     Units Scale Factor Converg.
 FJ0975;SPC OK S     -   222,138.006   661,518.656   MT  1.00002145   +0 23 02.7
 FJ0975;SPC OK S     -   728,797.77  2,170,332.46   sFT  1.00002145   +0 23 02.7
 FJ0975;UTM  14      - 3,911,374.913   652,379.744   MT  0.99988615   +0 58 11.5
 FJ0975
 FJ0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0975!SPC OK S     -   0.99994408  x   1.00002145  =   0.99996553
 FJ0975!UTM  14      -   0.99994408  x   0.99988615  =   0.99983023
 FJ0975
 FJ0975:                Primary Azimuth Mark                     Grid Az
 FJ0975:SPC OK S     -  CASE AZ MK                               269 58 57.4
 FJ0975:UTM  14      -  CASE AZ MK                               269 23 48.6
 FJ0975
 FJ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5237911374(NAD 83)
 FJ0975
 FJ0975|---------------------------------------------------------------------|
 FJ0975| PID    Reference Object                     Distance      Geod. Az  |
 FJ0975|                                                           dddmmss.s |
 FJ0975| CL4431 CASE RM 1                            20.310 METERS 03815     |
 FJ0975| CL4430 CASE AZ MK                                         2702200.1 |
 FJ0975| CL4432 CASE RM 2                            17.145 METERS 32844     |
 FJ0975|---------------------------------------------------------------------|
 FJ0975
 FJ0975                          SUPERSEDED SURVEY CONTROL
 FJ0975
 FJ0975  NAD 83(1986)-  35 20 02.46576(N)    097 19 24.05406(W) AD(       ) 2
 FJ0975  NAD 27      -  35 20 02.22974(N)    097 19 22.94078(W) AD(       ) 2
 FJ0975
 FJ0975.Superseded values are not recommended for survey control.
 FJ0975
 FJ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0975.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0975
 FJ0975_MARKER: DS = TRIANGULATION STATION DISK
 FJ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0975_STAMPING: CASE 1957
 FJ0975_MARK LOGO: CGS
 FJ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0975+STABILITY: SURFACE MOTION
 FJ0975
 FJ0975  HISTORY     - Date     Condition        Report By
 FJ0975  HISTORY     - 1957     MONUMENTED       CGS
 FJ0975  HISTORY     - 1984     SEE DESCRIPTION  LOCENG
 FJ0975
 FJ0975                          STATION DESCRIPTION
 FJ0975
 FJ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0975'THE STATION IS ON A TIMBERED HILL ABOUT 10 MILES NORTHEAST OF
 FJ0975'NORMAN, 9 MILES EAST OF MOORE AND 3 MILES SOUTH OF THE
 FJ0975'CLEVELAND-OKLAHOMA COUNTY LINE.  IT IS ON THE PROPERTY OF MR.
 FJ0975'S.L. SARKEY OF NORMAN, IN THE NORTHEAST 1/4 OF SECTION 20,
 FJ0975'T 10 N, R 1 W.
 FJ0975'
 FJ0975'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET, STATE
 FJ0975'HIGHWAY 9 AND U.S. HIGHWAY 77 IN NORMAN, GO NORTH ON HIGHWAY 77
 FJ0975'FOR 0.75 MILE TO A POINT WHERE HIGHWAY 77 TURNS LEFT, CONTINUE
 FJ0975'NORTH ON HIGHWAY 77H FOR 5.8 MILES TO A HARD SURFACED CROSSROADS,
 FJ0975'TURN RIGHT AND GO EAST FOR 2.0 MILES TO A CROSSROADS AND THE
 FJ0975'END OF SURFACED ROAD, CONTINUE EAST ON GRADED ROAD FOR 3.9
 FJ0975'MILES TO A CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A
 FJ0975'CROSSROADS, TURN RIGHT AND GO EAST 219 FEET TO THE AZIMUTH
 FJ0975'MARK ON THE RIGHT, CONTINUE EAST FOR 0.7 MILE TO THE STATION
 FJ0975'ON THE RIGHT.
 FJ0975'
 FJ0975'THE STATION MARKS ARE STANDARD DISKS, STAMPED CASE 1957.
 FJ0975'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FJ0975'POST PROJECTING 3 INCHES.  IT IS 85 FEET WEST OF A
 FJ0975'TRIANGULAR-BLAZED, 10-INCH OAK TREE (BLAZE ON NORTH SIDE), 27
 FJ0975'FEET SOUTH OF THE CENTER OF GRADED ROAD AND 1 FOOT NORTH OF A
 FJ0975'RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1 FOOT WEST OF THE
 FJ0975'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FJ0975'CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 FJ0975'
 FJ0975'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASE NO 1 1957,
 FJ0975'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0975'6 INCHES.  IT IS 66 FEET NORTHWEST OF THE BLAZED OAK TREE, 26 FEET
 FJ0975'NORTH OF THE CENTER OF GRADED ROAD AND 4 FEET SOUTHWEST OF A
 FJ0975'4-INCH OAK TREE.
 FJ0975'
 FJ0975'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CASE NO 2 1957,
 FJ0975'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 4
 FJ0975'INCHES.  IT IS 50 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 23 FEET
 FJ0975'NORTH OF THE CENTER OF GRADED ROAD.
 FJ0975'
 FJ0975'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CASE 1957, SET
 FJ0975'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 5
 FJ0975'INCHES.  IT IS 219 FEET EAST-SOUTHEAST OF THE CENTER OF
 FJ0975'CROSSROADS, 41 FEET SOUTH OF THE CENTER OF GRADED ROAD, 35
 FJ0975'FEET WEST OF THE CENTER OF DRIVEWAY ENTERING PASTURE, AND 1
 FJ0975'FOOT NORTH OF A RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1
 FJ0975'FOOT WEST OF THE MARK.
 FJ0975'
 FJ0975'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0975
 FJ0975                          STATION RECOVERY (1984)
 FJ0975
 FJ0975'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (NC)
 FJ0975'CASE/1957 FOUND DISC IN CONC. MON. IN S. R/W FENCE OF E-W GRAVEL
 FJ0975'RD., AND 2 FEET N.E. OF A POWER POLE.  REFERENCE MONUMENTS ON N.
 FJ0975'SIDE OF ROAD HAVE BEEN DESTROYED AND NO REMAINS FOUND.  PLACED
 FJ0975'ORANGE PLASTIC MARKER POST ALONG SIDE.
 FJ0975'
 FJ0975'NEAR E 1/16 COR. OF SEC.S 17 AND 20 TION RIW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0965 ***********************************************************************
 GH0965  DESIGNATION -  CASEY
 GH0965  PID         -  GH0965
 GH0965  STATE/COUNTY-  OK/PAWNEE
 GH0965  COUNTRY     -  US
 GH0965  USGS QUAD   -  BLACKBURN (2018)
 GH0965
 GH0965                         *CURRENT SURVEY CONTROL
 GH0965  ______________________________________________________________________
 GH0965* NAD 83(1993) POSITION- 36 17 25.16895(N) 096 37 14.28240(W)   ADJUSTED
 GH0965* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 GH0965  ______________________________________________________________________
 GH0965  GEOID HEIGHT    -        -28.367 (meters)                     GEOID18
 GH0965  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 GH0965  HORZ ORDER      -  THIRD
 GH0965
 GH0965.The horizontal coordinates were established by classical geodetic methods
 GH0965.and adjusted by the National Geodetic Survey in November 1994.
 GH0965
 GH0965.The orthometric height was scaled from a topographic map.
 GH0965
 GH0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0965.GEOID18 height accuracy estimate available here.
 GH0965
 GH0965.Click photographs - Photos may exist for this station.
 GH0965
 GH0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0965
 GH0965. The following values were computed from the NAD 83(1993) position.
 GH0965
 GH0965;                    North         East     Units Scale Factor Converg.
 GH0965;SPC OK N     -   144,045.948   723,900.627   MT  0.99994770   +0 48 50.5
 GH0965;SPC OK N     -   472,590.75  2,374,997.31   sFT  0.99994770   +0 48 50.5
 GH0965;UTM  14      - 4,018,777.376   713,676.379   MT  1.00016258   +1 24 31.8
 GH0965
 GH0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0965!SPC OK N     -   0.99995798  x   0.99994770  =   0.99990568
 GH0965!UTM  14      -   0.99995798  x   1.00016258  =   1.00012056
 GH0965
 GH0965:                Primary Azimuth Mark                     Grid Az
 GH0965:SPC OK N     -  CASEY AZ MK                              267 22 31.7
 GH0965:UTM  14      -  CASEY AZ MK                              266 46 50.4
 GH0965
 GH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1367618777(NAD 83)
 GH0965
 GH0965|---------------------------------------------------------------------|
 GH0965| PID    Reference Object                     Distance      Geod. Az  |
 GH0965|                                                           dddmmss.s |
 GH0965| CI1380 CASEY RM 1                           15.184 METERS 00208     |
 GH0965| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX. 8.4 KM 1441211.3 |
 GH0965| CI1379 CASEY AZ MK                                        2681122.2 |
 GH0965| CI1381 CASEY RM 2                           16.991 METERS 27237     |
 GH0965| GH0996 PAWNEE MUNICIPAL TANK               APPROX.16.4 KM 2835034.0 |
 GH0965| GH0991 PAWNEE MUNICIPAL STANDPIPE          APPROX.16.7 KM 2862914.6 |
 GH0965| GH0994 PAWNEE OKLA HWY PAT RAD MAST        APPROX.18.1 KM 2961442.2 |
 GH0965|---------------------------------------------------------------------|
 GH0965
 GH0965                          SUPERSEDED SURVEY CONTROL
 GH0965
 GH0965  NAD 83(1986)-  36 17 25.18242(N)    096 37 14.26754(W) AD(       ) 3
 GH0965  NAD 27      -  36 17 24.96526(N)    096 37 13.15692(W) AD(       ) 3
 GH0965
 GH0965.Superseded values are not recommended for survey control.
 GH0965
 GH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0965.See file dsdata.pdf to determine how the superseded data were derived.
 GH0965
 GH0965_MARKER: DS = TRIANGULATION STATION DISK
 GH0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0965_STAMPING: CASEY 1963
 GH0965_MARK LOGO: CGS
 GH0965_PROJECTION: FLUSH
 GH0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0965+STABILITY: SURFACE MOTION
 GH0965
 GH0965  HISTORY     - Date     Condition        Report By
 GH0965  HISTORY     - 1963     MONUMENTED       CGS
 GH0965
 GH0965                          STATION DESCRIPTION
 GH0965
 GH0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0965'STATION IS LOCATED ABOUT 10.0 MILES EAST SOUTHEAST OF PAWNEE,
 GH0965'3.0 MILES EAST OF CASEY ON THE NORTH SIDE OF U. S. HIGHWAY 64.
 GH0965'
 GH0965'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE HIGHWAY
 GH0965'18 AND U. S. HIGHWAY 64, IN THE EAST PART OF PAWNEE, GO
 GH0965'SOUTHEASTERLY, ON STATE HIGHWAY 18 AND U. S. HIGHWAY 64, FOR 2.15
 GH0965'MILES TO THEIR JUNCTION.  TAKE LEFT FORK AND GO EASTERLY,
 GH0965'ON U. S. HIGHWAY 64 FOR 6.2 MILES TO SECOND RAILROAD OVERPASS.
 GH0965'CONTINUE EASTERLY 3.0 MILES TO A LOW HILL AND THE AZIMUTH MARK
 GH0965'ON THE NORTH SIDE OF THE HIGHWAY.  CONTINUE 0.4 MILE TO A SIDE
 GH0965'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ABOUT 50 YARDS
 GH0965'TO STATION ON THE EAST SIDE OF ROAD RIGHT-OF-WAY.
 GH0965'
 GH0965'STATION, STAMPED CASEY 1963, IS A STANDARD USC AND GS BRONZE
 GH0965'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 GH0965'IS FLUSH WITH THE GROUND.  IT IS 158.0 FEET NORTH OF THE
 GH0965'CENTERLINE OF U. S. HIGHWAY 64, 23.0 FEET EAST OF THE CENTERLINE
 GH0965'OF A GRAVELLED ROAD, 4.5 FEET SOUTHWEST OF A STANDARD METAL
 GH0965'WITNESS POST AND 3.5 FEET WEST OF FENCE LINE.
 GH0965'
 GH0965'R.M. 1, STAMPED CASEY NO 1 1963, IS A STANDARD USC AND GS
 GH0965'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GH0965'THAT IS FLUSH WITH THE GROUND.  IT IS 24.0 FEET EAST OF THE
 GH0965'CENTERLINE OF GRAVELLED ROAD, 1.0 FT. WEST OF FENCE LINE AND
 GH0965'AT ABOUT STATION ELEVATION.
 GH0965'
 GH0965'R.M. 2, STAMPED CASEY NO 2 1963, IS A STANDARD USC AND GS
 GH0965'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GH0965'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 34.0 FEET
 GH0965'WEST OF THE CENTERLINE OF GRAVELLED ROAD, 1.7 FEET EAST OF
 GH0965'FENCE LINE AND AT ABOUT STATION ELEVATION.
 GH0965'
 GH0965'AZIMUTH MARK, STAMPED CASEY 1963, IS A STANDARD USC AND GS
 GH0965'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 GH0965'IS ABOUT 2 X 2-1/2 FT. AND PROJECTS ABOUT 3 INCHES.  IT IS
 GH0965'46.6 FEET NORTH OF U. S. HIGHWAYS CENTERLINE AND 10 FEET ABOVE
 GH0965'HIGHWAY ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1089 ***********************************************************************
 FJ1089  DESIGNATION -  CASHION
 FJ1089  PID         -  FJ1089
 FJ1089  STATE/COUNTY-  OK/KINGFISHER
 FJ1089  COUNTRY     -  US
 FJ1089  USGS QUAD   -  CASHION (2018)
 FJ1089
 FJ1089                         *CURRENT SURVEY CONTROL
 FJ1089  ______________________________________________________________________
 FJ1089* NAD 83(1993) POSITION- 35 48 20.39566(N) 097 40 59.28294(W)   ADJUSTED
 FJ1089* NAVD 88 ORTHO HEIGHT -   347.    (meters)     1138.    (feet) SCALED
 FJ1089  ______________________________________________________________________
 FJ1089  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 FJ1089  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 FJ1089  HORZ ORDER      -  SECOND
 FJ1089
 FJ1089.The horizontal coordinates were established by classical geodetic methods
 FJ1089.and adjusted by the National Geodetic Survey in November 1994.
 FJ1089
 FJ1089.The orthometric height was scaled from a topographic map.
 FJ1089
 FJ1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1089.GEOID18 height accuracy estimate available here.
 FJ1089
 FJ1089.Click photographs - Photos may exist for this station.
 FJ1089
 FJ1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1089
 FJ1089. The following values were computed from the NAD 83(1993) position.
 FJ1089
 FJ1089;                    North         East     Units Scale Factor Converg.
 FJ1089;SPC OK N     -    89,437.432   628,638.676   MT  0.99996522   +0 11 13.2
 FJ1089;SPC OK N     -   293,429.31  2,062,458.72   sFT  0.99996522   +0 11 13.2
 FJ1089;UTM  14      - 3,963,194.264   618,979.827   MT  0.99977444   +0 46 13.8
 FJ1089
 FJ1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1089!SPC OK N     -   0.99994981  x   0.99996522  =   0.99991503
 FJ1089!UTM  14      -   0.99994981  x   0.99977444  =   0.99972426
 FJ1089
 FJ1089:                Primary Azimuth Mark                     Grid Az
 FJ1089:SPC OK N     -  WANDELL                                  002 41 24.0
 FJ1089:UTM  14      -  WANDELL                                  002 06 23.4
 FJ1089
 FJ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1897963194(NAD 83)
 FJ1089
 FJ1089|---------------------------------------------------------------------|
 FJ1089| PID    Reference Object                     Distance      Geod. Az  |
 FJ1089|                                                           dddmmss.s |
 FJ1089| FJ1091 WANDELL                             APPROX.10.3 KM 0025237.2 |
 FJ1089| CL4434 CASHION RM 1                         32.205 METERS 06039     |
 FJ1089| CL4433 CASHION AZ MK                                      0872615.3 |
 FJ1089| FJ1084 NAVINA SACRED HEART CATH CH         APPROX.11.0 KM 0931616.2 |
 FJ1089| FJ1088 CASHION FARMERS EXCHANGE ELEV       APPROX. 1.1 KM 1593331.1 |
 FJ1089| CL4435 CASHION RM 2                         22.670 METERS 18025     |
 FJ1089|---------------------------------------------------------------------|
 FJ1089
 FJ1089                          SUPERSEDED SURVEY CONTROL
 FJ1089
 FJ1089  NAD 83(1986)-  35 48 20.40152(N)    097 40 59.26784(W) AD(       ) 2
 FJ1089  NAD 27      -  35 48 20.23407(N)    097 40 58.10033(W) AD(       ) 2
 FJ1089
 FJ1089.Superseded values are not recommended for survey control.
 FJ1089
 FJ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1089.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1089
 FJ1089_MARKER: DS = TRIANGULATION STATION DISK
 FJ1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1089_STAMPING: CASHION 1954
 FJ1089_MARK LOGO: CGS
 FJ1089_PROJECTION: PROJECTING 8 CENTIMETERS
 FJ1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1089+STABILITY: SURFACE MOTION
 FJ1089
 FJ1089  HISTORY     - Date     Condition        Report By
 FJ1089  HISTORY     - 1955     MONUMENTED       CGS
 FJ1089  HISTORY     - 1967     GOOD             CGS
 FJ1089  HISTORY     - 1968     GOOD             CGS
 FJ1089
 FJ1089                          STATION DESCRIPTION
 FJ1089
 FJ1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1089'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF CASHION IN THE
 FJ1089'RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS IN THE CENTER OF SEC.
 FJ1089'1, T 15 N, R 5 W.
 FJ1089'
 FJ1089'REACHED FROM THE POST OFFICE IN CASHION BY GOING NORTH ON
 FJ1089'THE MAIN STREET FOR 0.6 MILE TO A T-ROAD AND THE AZIMUTH MARK.
 FJ1089'TURN LEFT, WEST, AND GO 0.3 MILE TO A BEND IN THE ROAD AND THE
 FJ1089'STATION ON THE LEFT.
 FJ1089'
 FJ1089'THE STATION MARK IS 59 FEET SOUTHWEST OF THE APPROXIMATE
 FJ1089'CENTER OF A COUNTY ROAD, 10 FEET NORTH OF A BLAZED FENCE
 FJ1089'CORNER-POST, 5 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST OF A
 FJ1089'FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED CASHION
 FJ1089'1954.
 FJ1089'
 FJ1089'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 40 FEET
 FJ1089'EAST OF A FENCE CORNER POST, 30 FEET NORTH OF THE APPROXIMATE
 FJ1089'CENTER OF THE COUNTY ROAD, 2 FEET SOUTH OF A FENCE, AND PROJECTS
 FJ1089'6 INCHES.  THE DISK IS STAMPED CASHION NO 1 1954.
 FJ1089'
 FJ1089'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 1 FOOT EAST
 FJ1089'OF A FENCE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED CASHION NO
 FJ1089'2 1954.
 FJ1089'
 FJ1089'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 FJ1089'IS 50 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE T-ROAD
 FJ1089'INTERSECTION, 2 FEET SOUTHWEST OF A WITNESS POST, 1 FOOT
 FJ1089'WEST OF A FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 FJ1089'CASHION 1954.
 FJ1089'
 FJ1089'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1089
 FJ1089                          STATION RECOVERY (1967)
 FJ1089
 FJ1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FJ1089'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FJ1089'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 FJ1089'ORIGINAL DESCRIPTION.  THE DESCRIPTION AND ROUTE TO REACH
 FJ1089'THE STATION ARE ADEQUATE FOR RECOVERY.
 FJ1089'
 FJ1089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH
 FJ1089'ON CASHION.
 FJ1089
 FJ1089                          STATION RECOVERY (1968)
 FJ1089
 FJ1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JPA)
 FJ1089'CASHION 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1089'
 FJ1089'CASHION NO. 1 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1089'
 FJ1089'CASHION NO. 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1089'
 FJ1089'CASHION 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ1089'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1088 ***********************************************************************
 FJ1088  DESIGNATION -  CASHION FARMERS EXCHANGE ELEV
 FJ1088  PID         -  FJ1088
 FJ1088  STATE/COUNTY-  OK/KINGFISHER
 FJ1088  COUNTRY     -  US
 FJ1088  USGS QUAD   -  CASHION (2018)
 FJ1088
 FJ1088                         *CURRENT SURVEY CONTROL
 FJ1088  ______________________________________________________________________
 FJ1088* NAD 83(1993) POSITION- 35 47 45.80341(N) 097 40 43.45739(W)   ADJUSTED
 FJ1088  ______________________________________________________________________
 FJ1088  GEOID HEIGHT    -        -27.329 (meters)                     GEOID18
 FJ1088  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 FJ1088  HORZ ORDER      -  THIRD
 FJ1088
 FJ1088.The horizontal coordinates were established by classical geodetic methods
 FJ1088.and adjusted by the National Geodetic Survey in November 1994.
 FJ1088
 FJ1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1088.GEOID18 height accuracy estimate available here.
 FJ1088
 FJ1088.Click photographs - Photos may exist for this station.
 FJ1088
 FJ1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1088
 FJ1088. The following values were computed from the NAD 83(1993) position.
 FJ1088
 FJ1088;                    North         East     Units Scale Factor Converg.
 FJ1088;SPC OK N     -    88,372.615   629,039.517   MT  0.99996629   +0 11 22.5
 FJ1088;SPC OK N     -   289,935.82  2,063,773.82   sFT  0.99996629   +0 11 22.5
 FJ1088;UTM  14      - 3,962,133.786   619,391.411   MT  0.99977565   +0 46 22.4
 FJ1088
 FJ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1939162133(NAD 83)
 FJ1088
 FJ1088                          SUPERSEDED SURVEY CONTROL
 FJ1088
 FJ1088  NAD 83(1986)-  35 47 45.80924(N)    097 40 43.44202(W) AD(       ) 3
 FJ1088  NAD 27      -  35 47 45.63831(N)    097 40 42.27174(W) AD(       ) 3
 FJ1088
 FJ1088.Superseded values are not recommended for survey control.
 FJ1088
 FJ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1088.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1088
 FJ1088_MARKER: 65 = GRAIN ELEVATOR
 FJ1088
 FJ1088  HISTORY     - Date     Condition        Report By
 FJ1088  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1088
 FJ1088                          STATION DESCRIPTION
 FJ1088
 FJ1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1088'THE STATION IS THE CENTER OF THE HEADHOUSE OF A WHITE CONCRETE
 FJ1088'GRAIN ELEVATOR 145 FEET HIGH, AT THE SOUTH EDGE OF THE TOWN
 FJ1088'OF CASHION.  THE ELEVATOR IS OWNED AND OPERATED BY THE FARMERS
 FJ1088'EXCHANGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0969 ***********************************************************************
 FJ0969  DESIGNATION -  CASS
 FJ0969  PID         -  FJ0969
 FJ0969  STATE/COUNTY-  OK/OKLAHOMA
 FJ0969  COUNTRY     -  US
 FJ0969  USGS QUAD   -  CHOCTAW (2018)
 FJ0969
 FJ0969                         *CURRENT SURVEY CONTROL
 FJ0969  ______________________________________________________________________
 FJ0969* NAD 83(1993) POSITION- 35 26 08.24262(N) 097 20 08.12209(W)   ADJUSTED
 FJ0969* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 FJ0969  ______________________________________________________________________
 FJ0969  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 FJ0969  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 FJ0969  HORZ ORDER      -  FIRST
 FJ0969
 FJ0969.The horizontal coordinates were established by classical geodetic methods
 FJ0969.and adjusted by the National Geodetic Survey in November 1994.
 FJ0969
 FJ0969.The orthometric height was scaled from a topographic map.
 FJ0969
 FJ0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0969.GEOID18 height accuracy estimate available here.
 FJ0969
 FJ0969.Click photographs - Photos may exist for this station.
 FJ0969
 FJ0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0969
 FJ0969. The following values were computed from the NAD 83(1993) position.
 FJ0969
 FJ0969;                    North         East     Units Scale Factor Converg.
 FJ0969;SPC OK N     -    48,540.495   660,330.743   MT  1.00002637   +0 23 31.6
 FJ0969;SPC OK N     -   159,253.27  2,166,435.11   sFT  1.00002637   +0 23 31.6
 FJ0969;SPC OK S     -   233,403.737   660,331.977   MT  1.00004624   +0 22 37.7
 FJ0969;SPC OK S     -   765,758.76  2,166,439.16   sFT  1.00004624   +0 22 37.7
 FJ0969;UTM  14      - 3,922,626.210   651,077.920   MT  0.99988128   +0 57 54.7
 FJ0969
 FJ0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0969!SPC OK N     -   0.99994128  x   1.00002637  =   0.99996765
 FJ0969!SPC OK S     -   0.99994128  x   1.00004624  =   0.99998752
 FJ0969!UTM  14      -   0.99994128  x   0.99988128  =   0.99982257
 FJ0969
 FJ0969:                Primary Azimuth Mark                     Grid Az
 FJ0969:SPC OK N     -  CASS 2 AZ MK                             066 25 58.2
 FJ0969:SPC OK S     -  CASS 2 AZ MK                             066 26 52.1
 FJ0969:UTM  14      -  CASS 2 AZ MK                             065 51 35.1
 FJ0969
 FJ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5107722626(NAD 83)
 FJ0969
 FJ0969|---------------------------------------------------------------------|
 FJ0969| PID    Reference Object                     Distance      Geod. Az  |
 FJ0969|                                                           dddmmss.s |
 FJ0969| CL4437 CASS RM 1                            22.352 METERS 03133     |
 FJ0969| FJ0967 CHOCTAW HIGH SCHOOL S FACE          APPROX. 9.2 KM 0394627.5 |
 FJ0969| CL4439 CASS 2 AZ MK                                       0664929.8 |
 FJ0969| FJ0970 OKLA NATURLA GAS CO MICROWAVE       APPROX. 4.7 KM 0874755.6 |
 FJ0969| FJ0971 CASS 2                               26.511 METERS 11300     |
 FJ0969| FJ1020 OKLA UNIV RADIO STA WNAD MAST       APPROX.22.1 KM 2230134.8 |
 FJ0969| FJ0983 MOORE MUNICIPAL TANK                APPROX.17.3 KM 2314421.1 |
 FJ0969| FJ1021 MOORE RAD STA KOMA MAST             APPROX.19.1 KM 2333458.8 |
 FJ0969| FJ0979 MOORE RAD STA KTOK MAST             APPROX.14.5 KM 2333609.4 |
 FJ0969| CL4436 CASS AZ MK                                         2464913.8 |
 FJ0969| FJ0990 OKLA CITY RAD STA KLPR MAST         APPROX.15.8 KM 2501106.6 |
 FJ0969| FJ0998 TINKER AFB CONTROL TOWER            APPROX. 4.8 KM 2572653.2 |
 FJ0969| FJ0997 OKLA CITY RAD STA KKN 229 MAST      APPROX.12.9 KM 2650118.8 |
 FJ0969| FJ1005 OKLA CITY RAD STA KKE 587 MAST      APPROX.12.9 KM 2653641.6 |
 FJ0969| FJ0993 TINKER AFB S TANK OF TWO            APPROX. 5.3 KM 2682600.8 |
 FJ0969| FJ0992 MIDWEST CITY MUNICIPAL TANK         APPROX. 5.9 KM 2731145.7 |
 FJ0969| FJ1015 OKLA CITY ARMOUR STACK              APPROX.20.2 KM 2751230.1 |
 FJ0969| FJ1024 OKLA G AND E MUSTANG STA E STK      APPROX.31.0 KM 2771416.1 |
 FJ0969| FJ1009 OKLA CITY GENERAL MILLS ELEV        APPROX.17.8 KM 2821355.7 |
 FJ0969| FJ0999 TINKER AFB RACON ANTENNA            APPROX. 6.5 KM 2830439.7 |
 FJ0969| FJ0988 OKLA CITY RAD STA KTOW MAST         APPROX.13.6 KM 2842848.4 |
 FJ0969| FJ1002 OKLA CITY RAD STA KKC 628 MAST      APPROX. 9.8 KM 2985223.1 |
 FJ0969| CL4438 CASS RM 2                            30.535 METERS 30230     |
 FJ0969| FJ0986 OKLAHOMA COUNTY HOME TANK           APPROX. 8.7 KM 3190017.4 |
 FJ0969| FJ0994 MIDWEST CITY HOLMAN TANK            APPROX. 6.1 KM 3190530.5 |
 FJ0969| FJ0864 RNG TINKER TIK                      APPROX. 9.1 KM 3330128.2 |
 FJ0969|---------------------------------------------------------------------|
 FJ0969
 FJ0969                          SUPERSEDED SURVEY CONTROL
 FJ0969
 FJ0969  NAD 83(1986)-  35 26 08.24876(N)    097 20 08.10457(W) AD(       ) 1
 FJ0969  NAD 27      -  35 26 08.02111(N)    097 20 06.98380(W) AD(       ) 1
 FJ0969
 FJ0969.Superseded values are not recommended for survey control.
 FJ0969
 FJ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0969.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0969
 FJ0969_MARKER: DS = TRIANGULATION STATION DISK
 FJ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0969_STAMPING: CASS 1955
 FJ0969_MARK LOGO: CGS
 FJ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0969+STABILITY: SURFACE MOTION
 FJ0969
 FJ0969  HISTORY     - Date     Condition        Report By
 FJ0969  HISTORY     - 1955     MONUMENTED       CGS
 FJ0969  HISTORY     - 1957     GOOD             CGS
 FJ0969  HISTORY     - 1961     MARK NOT FOUND   CGS
 FJ0969
 FJ0969                          STATION DESCRIPTION
 FJ0969
 FJ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0969'THE STATION IS IN THE SOUTHWEST CORNER OF SECTION 8, T. 11 N.,
 FJ0969'R. 1 W. ON THE RIGHT-OF-WAY OF THE OKLAHOMA CITY ADA AND
 FJ0969'ATOKA RAILROAD.  IT IS 3-1/2 MILES EAST OF MIDWEST CITY AND
 FJ0969'BETWEEN STATE HIGHWAY 3 AND THE RAILROAD.
 FJ0969'
 FJ0969'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND MID AMERICAN
 FJ0969'BLVD. IN THE CENTER OF MIDWEST CITY, GO EAST ON STATE HIGHWAY
 FJ0969'3 FOR 3.6 MILES TO A CROSSROAD AND THE STATION IN THE
 FJ0969'NORTHEAST ANGLE.
 FJ0969'
 FJ0969'THE STATION MARK IS 87 FEET NORTH OF THE CENTER OF STATE
 FJ0969'HIGHWAY 3, 70 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 FJ0969'46 FEET EAST OF THE CENTER OF A DIRT ROAD AND PROJECTS 4
 FJ0969'INCHES.  THE DISK IS STAMPED CASS 1955.
 FJ0969'
 FJ0969'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF AND APPROXIMATELY
 FJ0969'7 FEET HIGHER THAN THE STATION, IS 10 FEET NORTH OF A TELEGRAPH
 FJ0969'POLE AND PROJECTS 1 INCH.  THE DISK IS STAMPED CASS NO. 1
 FJ0969'1955.
 FJ0969'
 FJ0969'REFERENCE MARK NO. 2, NORTHWEST OF AND AT THE SAME ELEVATION
 FJ0969'AS THE STATION, IS 62 FEET SOUTHWEST OF A TELEPHONE POLE,
 FJ0969'34 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD AND PROJECTS
 FJ0969'3 INCHES.  THE DISK IS STAMPED CASS NO 2 1955.
 FJ0969'
 FJ0969'THE AZIMUTH MARK, 0.6 MILE SOUTHWEST OF THE STATION IS 21
 FJ0969'FEET EAST OF THE CENTER OF THE DIRT ROAD, 18 FEET SOUTH OF THE SOUTH
 FJ0969'SIDE OF A HOUSE PROJECTED, 2 FEET EAST OF A TELEPHONE POLE,
 FJ0969'2 FEET EAST OF A WITNESS POST, 1 FOOT EAST OF A FENCE LINE
 FJ0969'AND PROJECTS 8 INCHES.  THE DISK IS STAMPED CASS 1955.
 FJ0969'
 FJ0969'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 FJ0969'HIGHWAY 3 FOR 0.5 MILE TO A ROAD LEFT (NOMA ROAD) TURN LEFT
 FJ0969'AND GO SOUTH ON NOMA ROAD FOR 0.2 MILE TO A RURAL DWELLING
 FJ0969'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 FJ0969'
 FJ0969'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0969
 FJ0969                          STATION RECOVERY (1957)
 FJ0969
 FJ0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0969'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 FJ0969'GOOD CONDITION.
 FJ0969'
 FJ0969'DUE TO HIGHWAY CONSTRUCTION THE STATION MARK, REFERENCE
 FJ0969'MARK 2 AND AZIMUTH MARK WOULD BE DESTROYED IN THE NEAR FUTURE.
 FJ0969'FOR THIS REASON A NEW STATION, CASS 2, WAS ESTABLISHED.
 FJ0969'AFTER A TRAVERSE CONNECTION WAS MADE BETWEEN THE OLD AND NEW
 FJ0969'STATIONS THE ABOVE MENTIONED 1955 MARKS WERE REMOVED BY THIS
 FJ0969'PARTY.  CASS R.M. NO 1 1955 WAS LEFT IN PLACE AND USED AS
 FJ0969'AN EXTRA REFERENCE MARK FOR CASS 2.
 FJ0969
 FJ0969                          STATION RECOVERY (1961)
 FJ0969
 FJ0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 FJ0969'STATION WAS SEARCHED FOR AND NO MARKS WERE RECOVERED.  THE
 FJ0969'CONCRETE POST OF THE AZIMUTH MARK WAS RECOVERED WITH THE
 FJ0969'TOP KNOCKED OFF.  A PARTY FROM TINKER AFB ALSO LOOKED FOR
 FJ0969'THIS STATION.  THE NORTH-SOUTH ROAD AT THE STATION USED
 FJ0969'TO BEND AROUND TO THE W. BUT SINCE 1955 THIS ROAD HAS BEEN
 FJ0969'STRAIGHTENED OUT AND ALSO THE TELEPHONE COMPANY HAS BUILD
 FJ0969'A STATION OF SOME KIND AT THIS CORNER.  IT IS BELIEVED THE
 FJ0969'STATION WAS DESTROYED IN THIS CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0971 ***********************************************************************
 FJ0971  DESIGNATION -  CASS 2
 FJ0971  PID         -  FJ0971
 FJ0971  STATE/COUNTY-  OK/OKLAHOMA
 FJ0971  COUNTRY     -  US
 FJ0971  USGS QUAD   -  CHOCTAW (2018)
 FJ0971
 FJ0971                         *CURRENT SURVEY CONTROL
 FJ0971  ______________________________________________________________________
 FJ0971* NAD 83(1993) POSITION- 35 26 07.90661(N) 097 20 07.15451(W)   ADJUSTED
 FJ0971* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 FJ0971  ______________________________________________________________________
 FJ0971  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 FJ0971  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 FJ0971  HORZ ORDER      -  SECOND
 FJ0971
 FJ0971.The horizontal coordinates were established by classical geodetic methods
 FJ0971.and adjusted by the National Geodetic Survey in November 1994.
 FJ0971
 FJ0971.The orthometric height was scaled from a topographic map.
 FJ0971
 FJ0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0971.GEOID18 height accuracy estimate available here.
 FJ0971
 FJ0971.Click photographs - Photos may exist for this station.
 FJ0971
 FJ0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0971
 FJ0971. The following values were computed from the NAD 83(1993) position.
 FJ0971
 FJ0971;                    North         East     Units Scale Factor Converg.
 FJ0971;SPC OK N     -    48,530.307   660,355.219   MT  1.00002639   +0 23 32.1
 FJ0971;SPC OK N     -   159,219.85  2,166,515.41   sFT  1.00002639   +0 23 32.1
 FJ0971;SPC OK S     -   233,393.541   660,356.451   MT  1.00004622   +0 22 38.2
 FJ0971;SPC OK S     -   765,725.31  2,166,519.46   sFT  1.00004622   +0 22 38.2
 FJ0971;UTM  14      - 3,922,616.268   651,102.493   MT  0.99988137   +0 57 55.2
 FJ0971
 FJ0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0971!SPC OK N     -   0.99994128  x   1.00002639  =   0.99996767
 FJ0971!SPC OK S     -   0.99994128  x   1.00004622  =   0.99998750
 FJ0971!UTM  14      -   0.99994128  x   0.99988137  =   0.99982266
 FJ0971
 FJ0971:                Primary Azimuth Mark                     Grid Az
 FJ0971:SPC OK N     -  CASS 2 AZ MK                             089 06 51.4
 FJ0971:SPC OK S     -  CASS 2 AZ MK                             089 07 45.3
 FJ0971:UTM  14      -  CASS 2 AZ MK                             088 32 28.3
 FJ0971
 FJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5110222616(NAD 83)
 FJ0971
 FJ0971|---------------------------------------------------------------------|
 FJ0971| PID    Reference Object                     Distance      Geod. Az  |
 FJ0971|                                                           dddmmss.s |
 FJ0971| CL4440 CASS 2 RM 3                          44.522 METERS 08203     |
 FJ0971| CL4439 CASS 2 AZ MK                                       0893023.5 |
 FJ0971| CL4441 CASS 2 RM 4                          43.023 METERS 20541     |
 FJ0971| FJ0969 CASS                                 26.511 METERS 29300     |
 FJ0971| CL4437 CASS RM 1                            32.035 METERS 33636     |
 FJ0971|---------------------------------------------------------------------|
 FJ0971
 FJ0971                          SUPERSEDED SURVEY CONTROL
 FJ0971
 FJ0971  NAD 83(1986)-  35 26 07.91285(N)    097 20 07.13726(W) AD(       ) 2
 FJ0971  NAD 27      -  35 26 07.68508(N)    097 20 06.01626(W) AD(       ) 2
 FJ0971
 FJ0971.Superseded values are not recommended for survey control.
 FJ0971
 FJ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0971.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0971
 FJ0971_MARKER: DS = TRIANGULATION STATION DISK
 FJ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0971_STAMPING: CASS 2 1957
 FJ0971_MARK LOGO: CGS
 FJ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0971+STABILITY: SURFACE MOTION
 FJ0971
 FJ0971  HISTORY     - Date     Condition        Report By
 FJ0971  HISTORY     - 1957     MONUMENTED       CGS
 FJ0971
 FJ0971                          STATION DESCRIPTION
 FJ0971
 FJ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0971'STATION IS ABOUT 3-1/2 MILES EAST OF MIDWEST CITY, ON GROUND
 FJ0971'BETWEEN THE RIGHT-OF-WAY OF THE OKLAHOMA CITY, ADA AND ATOKA
 FJ0971'RAILROAD, AND THE RIGHT-OF-WAY OF STATE HIGHWAY 3, IN SECTION
 FJ0971'8, T. 11 N., R. 1 W.
 FJ0971'
 FJ0971'REACHED FROM THE MAIN GATE AT TINKER FIELD, ACROSS THE STREET
 FJ0971'FROM THE POST OFFICE BUILDING, IN MIDWEST CITY, BY GOING
 FJ0971'EAST ON STATE HIGHWAY 3 FOR 3.45 MILES TO STATION ON THE
 FJ0971'LEFT.  CONTINUE EAST ON HIGHWAY 3 FOR 0.7 MILE TO AZIMUTH
 FJ0971'ON THE LEFT.
 FJ0971'
 FJ0971'STATION MARKS ARE STANDARD DISKS, STAMPED CASS 2 1957.  THE
 FJ0971'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ0971'POST THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 FJ0971'157 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 110 FEET
 FJ0971'EAST-NORTHEAST OF THE CENTER OF AN INTERSECTION OF HIGHWAY
 FJ0971'3 AND GRADED ROAD LEADING SOUTH, 101 FEET EAST OF THE CENTER
 FJ0971'OF A GRADED ROAD, 68 FEET SOUTH OF A TELEGRAPH POLE, 52 FEET
 FJ0971'NORTH OF THE CENTER OF HIGHWAY 3 AND 35 FEET NORTHEAST OF
 FJ0971'A TELEPHONE POLE.  THE UNDERGROUND MARK IS SET IN AN
 FJ0971'IRREGULAR MASS OF CONCRETE 33 INCHES BELOW THE GROUND
 FJ0971'SURFACE.
 FJ0971'
 FJ0971'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASS NO 1 1955,
 FJ0971'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0971'1 INCH.  IT IS 150 FEET NORTH OF THE CENTER OF HIGHWAY 3,
 FJ0971'36 FEET SOUTH OF A TELEGRAPH POLE AND 32 FEET SOUTH OF THE
 FJ0971'SOUTH EMBANKMENT OF THE RAILROAD.
 FJ0971'
 FJ0971'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASS 2 NO 3 1957,
 FJ0971'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0971'2 INCHES.  IT IS 79 FEET SOUTH OF THE SOUTH EMBANKMENT OF
 FJ0971'THE RAILROAD, 72 FEET NORTH OF THE CENTER OF HIGHWAY 3, AND
 FJ0971'3 FEET WEST OF A TELEGRAPH POLE.  A WHITE POST WAS SET 1
 FJ0971'FOOT SOUTH OF THE MARK.
 FJ0971'
 FJ0971'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CASS 2 NO 4
 FJ0971'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ0971'PROJECTING 3 INCHES.  IT IS 75 FEET SOUTH OF THE CENTER
 FJ0971'OF HIGHWAY 3, 32 FEET EAST OF THE CENTER OF A GRADED ROAD,
 FJ0971'32 FEET SOUTH-SOUTHEAST OF A ROAD RIGHT-OF-WAY FENCE CORNER
 FJ0971'AND 2 FEET NORTHEAST OF A POWERLINE POLE.
 FJ0971'
 FJ0971'AZIMUTH MARK IS A STANDARD DISK, STAMPED CASS 2 1957, SET
 FJ0971'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0971'4 INCHES.  IT IS 91 FEET NORTH OF THE CENTER OF HIGHWAY
 FJ0971'3, 46 FEET NORTHEAST OF POWERLINE POLE NUMBER 8845 AND 28
 FJ0971'FEET SOUTH OF THE SOUTH EMBANKMENT OF THE RAILROAD.  A WHITE
 FJ0971'POST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 FJ0971'
 FJ0971'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0957 ***********************************************************************
 GK0957  DESIGNATION -  CAT USBR
 GK0957  PID         -  GK0957
 GK0957  STATE/COUNTY-  OK/BEAVER
 GK0957  COUNTRY     -  US
 GK0957  USGS QUAD   -  GATE NW (2018)
 GK0957
 GK0957                         *CURRENT SURVEY CONTROL
 GK0957  ______________________________________________________________________
 GK0957* NAD 83(1997) POSITION- 36 57 05.50666(N) 100 11 12.36110(W)   ADJUSTED
 GK0957* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 GK0957  ______________________________________________________________________
 GK0957  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 GK0957  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 GK0957  HORZ ORDER      -  THIRD
 GK0957
 GK0957.The horizontal coordinates were established by classical geodetic methods
 GK0957.and adjusted by the National Geodetic Survey in October 1998.
 GK0957
 GK0957.The orthometric height was scaled from a topographic map.
 GK0957
 GK0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0957.GEOID18 height accuracy estimate available here.
 GK0957
 GK0957.Click photographs - Photos may exist for this station.
 GK0957
 GK0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0957
 GK0957. The following values were computed from the NAD 83(1997) position.
 GK0957
 GK0957;                    North         East     Units Scale Factor Converg.
 GK0957;SPC OK N     -   218,732.227   405,237.613   MT  1.00003896   -1 17 25.9
 GK0957;SPC OK N     -   717,623.98  1,329,517.07   sFT  1.00003896   -1 17 25.9
 GK0957;UTM  14      - 4,090,153.296   394,337.039   MT  0.99973754   -0 42 48.5
 GK0957
 GK0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0957!SPC OK N     -   0.99989346  x   1.00003896  =   0.99993242
 GK0957!UTM  14      -   0.99989346  x   0.99973754  =   0.99963103
 GK0957
 GK0957:                Primary Azimuth Mark                     Grid Az
 GK0957:SPC OK N     -  STA 24 JFS                               327 17 18.5
 GK0957:UTM  14      -  STA 24 JFS                               326 42 41.1
 GK0957
 GK0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9433790153(NAD 83)
 GK0957
 GK0957|---------------------------------------------------------------------|
 GK0957| PID    Reference Object                     Distance      Geod. Az  |
 GK0957|                                                           dddmmss.s |
 GK0957| HH0916 STA 24 JFS                          APPROX. 7.7 KM 3255952.6 |
 GK0957|---------------------------------------------------------------------|
 GK0957
 GK0957                          SUPERSEDED SURVEY CONTROL
 GK0957
 GK0957  NAD 83(1993)-  36 57 05.51161(N)    100 11 12.36056(W) AD(       ) 3
 GK0957  NAD 83(1986)-  36 57 05.50410(N)    100 11 12.35993(W) AD(       ) 3
 GK0957  NAD 27      -  36 57 05.39467(N)    100 11 10.85287(W) AD(       ) 3
 GK0957
 GK0957.Superseded values are not recommended for survey control.
 GK0957
 GK0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0957.See file dsdata.pdf to determine how the superseded data were derived.
 GK0957
 GK0957_MARKER: B = BOLT
 GK0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0957+STABILITY: SURFACE MOTION
 GK0957
 GK0957  HISTORY     - Date     Condition        Report By
 GK0957  HISTORY     - 1945     MONUMENTED       USGS
 GK0957
 GK0957                          STATION DESCRIPTION
 GK0957
 GK0957'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 GK0957'STATION IS LOCATED 5.25 MI W. OF THE VILLAGE OF KNOWLES.  T. 6 N., R.
 GK0957'26 E., IN THE SE. QUARTER OF SEC. 25.  IT IS ABOUT 0.5 MI S. OF THE
 GK0957'CIMARRON RIVER, 0.5 MI SE. OF RANCH HOUSE, 60 FT N. OF FENCE, ABOUT
 GK0957'500 FT OF FENCE CORNER, ON TOP OF CONCRETE PEAK, AT END OF RIDGE.
 GK0957'STATION MARK--A CONCRETE POST WITH ONE HALF IN. BOLT IN CENTER.  THE
 GK0957'POST PROJECTS 3 - IN. ABOVE GROUND.  SIGNAL--QUADRIPOD WITH FLAGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0733 ***********************************************************************
 GJ0733  DESIGNATION -  CATESBY NORTH BASE
 GJ0733  PID         -  GJ0733
 GJ0733  STATE/COUNTY-  OK/ELLIS
 GJ0733  COUNTRY     -  US
 GJ0733  USGS QUAD   -  SHATTUCK NW (2018)
 GJ0733
 GJ0733                         *CURRENT SURVEY CONTROL
 GJ0733  ______________________________________________________________________
 GJ0733* NAD 83(1993) POSITION- 36 29 36.36021(N) 099 53 52.34643(W)   ADJUSTED
 GJ0733* NAVD 88 ORTHO HEIGHT -   766.6   (meters)     2515.    (feet) VERTCON3
 GJ0733  ______________________________________________________________________
 GJ0733  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 GJ0733  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 GJ0733  HORZ ORDER      -  FIRST
 GJ0733  VERT ORDER      -  THIRD ? (See Below)
 GJ0733
 GJ0733.The horizontal coordinates were established by classical geodetic methods
 GJ0733.and adjusted by the National Geodetic Survey in November 1994.
 GJ0733
 GJ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0733
 GJ0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0733.GEOID18 height accuracy estimate available here.
 GJ0733
 GJ0733.The vertical order pertains to the NGVD 29 superseded value.
 GJ0733
 GJ0733.Click photographs - Photos may exist for this station.
 GJ0733
 GJ0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0733
 GJ0733. The following values were computed from the NAD 83(1993) position.
 GJ0733
 GJ0733;                    North         East     Units Scale Factor Converg.
 GJ0733;SPC OK N     -   167,364.877   429,970.391   MT  0.99996155   -1 07 12.1
 GJ0733;SPC OK N     -   549,096.27  1,410,661.19   sFT  0.99996155   -1 07 12.1
 GJ0733;SPC TX N     - 1,277,795.815   343,554.568   MT  1.00008709   +0 55 42.6
 GJ0733;SPC TX N     - 4,192,235.10  1,127,145.28   sFT  1.00008709   +0 55 42.6
 GJ0733;UTM  14      - 4,039,054.448   419,582.895   MT  0.99967967   -0 32 02.5
 GJ0733
 GJ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0733!SPC OK N     -   0.99988411  x   0.99996155  =   0.99984566
 GJ0733!SPC TX N     -   0.99988411  x   1.00008709  =   0.99997119
 GJ0733!UTM  14      -   0.99988411  x   0.99967967  =   0.99956381
 GJ0733
 GJ0733:                Primary Azimuth Mark                     Grid Az
 GJ0733:SPC OK N     -  CATESBY NORTH BASE AZ MK                 091 37 52.0
 GJ0733:SPC TX N     -  CATESBY NORTH BASE AZ MK                 089 34 57.3
 GJ0733:UTM  14      -  CATESBY NORTH BASE AZ MK                 091 02 42.4
 GJ0733
 GJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1958239054(NAD 83)
 GJ0733
 GJ0733|---------------------------------------------------------------------|
 GJ0733| PID    Reference Object                     Distance      Geod. Az  |
 GJ0733|                                                           dddmmss.s |
 GJ0733| GJ0747 LAVERNE PHILLIPS WATER TANK         APPROX.18.5 KM 0013415.9 |
 GJ0733| CK9166 CATESBY NORTH BASE AZ MK                           0903039.9 |
 GJ0733| CK9167 CATESBY NORTH BASE RM 1              60.354 METERS 09547     |
 GJ0733| CK9169 CATESBY NORTH BASE RM 3              32.635 METERS 18045     |
 GJ0733| CK9168 CATESBY NORTH BASE RM 2             135.200 METERS 26617     |
 GJ0733|---------------------------------------------------------------------|
 GJ0733
 GJ0733                          SUPERSEDED SURVEY CONTROL
 GJ0733
 GJ0733  NAD 83(1986)-  36 29 36.36770(N)    099 53 52.33570(W) AD(       ) 1
 GJ0733  NAD 27      -  36 29 36.23649(N)    099 53 50.88501(W) AD(       ) 1
 GJ0733
 GJ0733.Superseded values are not recommended for survey control.
 GJ0733
 GJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0733.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0733
 GJ0733_MARKER: DS = TRIANGULATION STATION DISK
 GJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0733_STAMPING: CATESBY N BASE 1927
 GJ0733_MARK LOGO: CGS
 GJ0733_PROJECTION: FLUSH
 GJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0733+STABILITY: SURFACE MOTION
 GJ0733
 GJ0733  HISTORY     - Date     Condition        Report By
 GJ0733  HISTORY     - 1927     MONUMENTED       CGS
 GJ0733  HISTORY     - 1935     GOOD             CGS
 GJ0733  HISTORY     - 1937     GOOD             OKDH
 GJ0733  HISTORY     - 1963     MARK NOT FOUND   CGS
 GJ0733  HISTORY     - 1970     GOOD             NGS
 GJ0733
 GJ0733                          STATION DESCRIPTION
 GJ0733
 GJ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0733'ABOUT 3-1/2 MI. E OF CATESBY, 15 MI. N AND 1-1/4 MI. W OF
 GJ0733'SHATTUCK, 5-3/4 MI. E OF THE OLD STATE LINE, AT THE N SIDE OF
 GJ0733'A TRUNK HIGHWAY, ABOUT 1/2 MI. E OF A NEW HOUSE, 24 FT. N OF
 GJ0733'THE N FENCE LINE ALONG THE HIGHWAY, 344 FT. NW OF THE NW CORNER
 GJ0733'OF AN OLD VACANT HOUSE WITH A WINDMILL, AND 240 FT. E OF A
 GJ0733'LONE BUSH AT THE ROADSIDE.
 GJ0733'
 GJ0733'TO REACH FROM SHATTUCK, GO N FOR 11 MI. ON THE MAIN ROAD
 GJ0733'TO FOLLET (UNCLE SAM HIGHWAY) TO A SIGN IN THE NW CORNER OF
 GJ0733'THE ROAD THAT READS 13 MILES TO FOLLETT, THEN STRAIGHT N FOR
 GJ0733'5 MI. TO A SIGN SHATTUCK 16 MILES, AND E FOR 0.7 MI. TO THE
 GJ0733'STATION.
 GJ0733'
 GJ0733'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 GJ0733'SET IN CONCRETE.  UNDERGROUND MARK BEING 3 FT. BELOW THE SURFACE.
 GJ0733'
 GJ0733'REFERENCE MARK 1 IS 60.39 M. (198.1 FT.) FROM THE STATION.
 GJ0733'
 GJ0733'REFERENCE MARK 2 IS 135.20 M. (443.6 FT.) FROM THE STATION.
 GJ0733'ELEVATION OF STATION IS
 GJ0733'766.4 M. (2514 FT.).
 GJ0733
 GJ0733                          STATION RECOVERY (1935)
 GJ0733
 GJ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0733'STATION RECOVERED.  ALL OLD MARKS FOUND IN GOOD CONDITION
 GJ0733'WITH OLD FORMS STILL INTACT AROUND THEM.  STATION IS 3-1/2 MI.
 GJ0733'E OF CATESBY, ON THE N SIDE OF A DIRT ROAD, 24 FT. N OF THE N
 GJ0733'RIGHT-OF-WAY FENCE, AND SET FLUSH WITH THE GROUND AT THE
 GJ0733'S EDGE OF A CULTIVATED FIELD.  MARK IS STAMPED CATESBY N
 GJ0733'BASE 1927.
 GJ0733'
 GJ0733'REFERENCE MARK 1 IS SET IN THE N RIGHT-OF-WAY FENCE OF THE
 GJ0733'HIGHWAY, AND 38 FT. N OF THE CENTERLINE OF THE HIGHWAY.
 GJ0733'
 GJ0733'REFERENCE MARK 2 IS 443.13 FT. (DOUBLE-RUN MEASUREMENT), 3
 GJ0733'FT. N OF A FENCE, AND 32 FT. N OF THE CENTERLINE OF THE
 GJ0733'HIGHWAY.
 GJ0733'
 GJ0733'A NEW MARK (AZIMUTH MARK) WAS ESTABLISHED.  IT IS DISTANT
 GJ0733'0.9 MI. TO THE E, IN A FENCE LINE ON THE N SIDE OF THE ROAD,
 GJ0733'19 FT. W OF THE CENTER OF A FENCE GATE, AND 29 FT. N OF THE
 GJ0733'CENTERLINE OF AN E-W ROAD.
 GJ0733
 GJ0733                          STATION RECOVERY (1937)
 GJ0733
 GJ0733'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 GJ0733'RECOVERED IN GOOD CONDITION, 50 FT. N AND 0.32 MI. W OF THE
 GJ0733'SE CORNER OF SECTION 6, T 23 N, R 25 W.
 GJ0733
 GJ0733                          STATION RECOVERY (1963)
 GJ0733
 GJ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0733'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GJ0733'RECOVERED, REFERENCE MARK 2 COULD NOT BE FOUND.  A REFERENCE MARK
 GJ0733'3 WAS ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 GJ0733'
 GJ0733'THE STATION IS ON THE NORTH SIDE OF A PAVED ROAD, NEAR THE SOUTH
 GJ0733'EDGE OF A CULTIVATED FIELD.  IT IS ABOUT 15 MILES NORTH OF
 GJ0733'SHATTUCK AND 3 MILES EAST OF THE OLD VILLAGE OF CATESBY.
 GJ0733'
 GJ0733'TO REACH THE STATION FROM THE POST OFFICE IN SHATTUCK, GO
 GJ0733'NORTH ON U.S. HIGHWAY 283 FOR 15.5 MILES TO A CROSSROAD AND
 GJ0733'A SIGN CATESBY 4.  (TO REACH THE AZIMUTH MARK TURN RIGHT AND
 GJ0733'GO EAST ON GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE AND THE
 GJ0733'MARK ON THE LEFT.) TURN LEFT AND GO WEST ON PAVED ROAD FOR
 GJ0733'0.85 MILE TO THE TOP OF A RISE AND THE STATION ON THE RIGHT.
 GJ0733'
 GJ0733'STATION MARK IS A STANDARD DISK, STAMPED CATSBY N BASE 1927,
 GJ0733'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0733'GROUND SURFACE.  IT IS 63 FEET NORTH OF THE CENTERLINE OF A
 GJ0733'PAVED ROAD AND 22 FEET NORTH OF AN EAST-WEST FENCE ON THE
 GJ0733'NORTH SIDE OF THE ROAD.
 GJ0733'
 GJ0733'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATSBY N BASE
 GJ0733'NO 1 1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GJ0733'WITH THE GROUND SURFACE.  IT IS 41 FEET NORTH OF THE CENTERLINE
 GJ0733'OF THE ROAD, 1 FOOT NORTH OF THE FENCE ON THE NORTH SIDE
 GJ0733'OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0733'
 GJ0733'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CATSBY N BASE
 GJ0733'NO 3 1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GJ0733'PROJECTING 2 INCHES.  IT IS 44 FEET SOUTH OF THE CENTERLINE
 GJ0733'OF THE ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE ON THE SOUTH
 GJ0733'SIDE OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0733'
 GJ0733'AZIMUTH MARK IS A STANDARD DISK, STAMPED CATSBY NORTH BASE 1934,
 GJ0733'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0733'4 INCHES.  IT IS 37 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 GJ0733'ROAD, 7 FEET WEST OF THE WEST GATE POST OF A WIRE GATE, 1.4
 GJ0733'FEET NORTH OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 GJ0733'FENCE ON THE NORTH SIDE OF THE ROAD.
 GJ0733'
 GJ0733'NOTE- THE STATION NAME IS MISSPELLED ON ALL OF THE MARKS.
 GJ0733
 GJ0733                          STATION RECOVERY (1970)
 GJ0733
 GJ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GJ0733'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 GJ0733'CONDITION.  AT THE LANDOWNERS REQUEST, THE STATION MARK WAS LOWERED
 GJ0733'BELOW PLOW DEPTH AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 GJ0733'
 GJ0733'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF SHATTUCK, 15 MILES
 GJ0733'SOUTH OF LAVERNE AND NEAR THE SOUTH EDGE OF A CULTIVATED FIELD.
 GJ0733'
 GJ0733'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 283 AND
 GJ0733'270, ABOUT 6 MILES SOUTH OF LAVERNE, GO SOUTH ON U. S. HIGHWAY 283
 GJ0733'FOR 9.2 MILES TO A CROSSROAD, (TO REACH THE AZIMUTH MARK FROM THIS
 GJ0733'POINT, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO
 GJ0733'THE MARK ON THE LEFT AS DESCRIBED.) TURN RIGHT AND GO WEST ON A
 GJ0733'SURFACED ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT AS
 GJ0733'DESCRIBED.
 GJ0733'
 GJ0733'THE STATION MARK IS A STANDARD DISK STAMPED CATESBY N BASE 1927
 GJ0733'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 GJ0733'WHICH IS 17 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 63 FEET
 GJ0733'NORTH OF THE CENTER OF THE ROAD, 22 FEET NORTH OF A FENCE AND 22
 GJ0733'FEET NORTH OF A METAL WITNESS POST.
 GJ0733'
 GJ0733'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CATSBY N BASE NO 1
 GJ0733'1927, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 GJ0733'WITH THE SURFACE OF THE GROUND.  IT IS 195.0 FEET EAST OF THE
 GJ0733'WITNESS POST, 41 FEET NORTH OF THE CENTER OF THE ROAD AND 1.0 FOOT
 GJ0733'NORTH OF A FENCE.
 GJ0733'
 GJ0733'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CATSBY N BASE NO 3
 GJ0733'1927, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2
 GJ0733'INCHES.  IT IS 85 FEET SOUTH OF A FENCE, 85.0 FEET SOUTH OF THE
 GJ0733'WITNESS POST AND 44 FEET SOUTH OF THE CENTER OF THE ROAD.
 GJ0733'
 GJ0733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CATSBY NORTH BASE 1934,
 GJ0733'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 GJ0733'IT IS 37 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 17 FEET
 GJ0733'WEST OF THE CENTER OF A DRIVEWAY AND 1.4 FEET NORTH OF A
 GJ0733'WITNESS POST.
 GJ0733'
 GJ0733'AT THIS TIME, THE STATION MARK WAS LOWERED 0.38 METERS.
 GJ0733'
 GJ0733'NO. SLOPE DISTANCE.
 GJ0733'
 GJ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH OF
 GJ0733'LAVERNE.
 GJ0733'
 GJ0733'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0732 ***********************************************************************
 GJ0732  DESIGNATION -  CATESBY SOUTH BASE
 GJ0732  PID         -  GJ0732
 GJ0732  STATE/COUNTY-  OK/ELLIS
 GJ0732  COUNTRY     -  US
 GJ0732  USGS QUAD   -  SHATTUCK NW (2018)
 GJ0732
 GJ0732                         *CURRENT SURVEY CONTROL
 GJ0732  ______________________________________________________________________
 GJ0732* NAD 83(1993) POSITION- 36 25 16.70905(N) 099 56 31.57497(W)   ADJUSTED
 GJ0732* NAVD 88 ORTHO HEIGHT -   771.0   (meters)     2530.    (feet) VERTCON3
 GJ0732  ______________________________________________________________________
 GJ0732  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 GJ0732  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 GJ0732  HORZ ORDER      -  FIRST
 GJ0732
 GJ0732.The horizontal coordinates were established by classical geodetic methods
 GJ0732.and adjusted by the National Geodetic Survey in November 1994.
 GJ0732
 GJ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0732
 GJ0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0732.GEOID18 height accuracy estimate available here.
 GJ0732
 GJ0732.Click photographs - Photos may exist for this station.
 GJ0732
 GJ0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0732
 GJ0732. The following values were computed from the NAD 83(1993) position.
 GJ0732
 GJ0732;                    North         East     Units Scale Factor Converg.
 GJ0732;SPC OK N     -   159,441.609   425,848.273   MT  0.99995519   -1 08 46.1
 GJ0732;SPC OK N     -   523,101.35  1,397,137.21   sFT  0.99995519   -1 08 46.1
 GJ0732;SPC TX N     - 1,269,729.301   339,717.890   MT  1.00006420   +0 54 10.3
 GJ0732;SPC TX N     - 4,165,770.22  1,114,557.78   sFT  1.00006420   +0 54 10.3
 GJ0732;UTM  14      - 4,031,091.596   415,543.187   MT  0.99968788   -0 33 33.8
 GJ0732
 GJ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0732!SPC OK N     -   0.99988342  x   0.99995519  =   0.99983861
 GJ0732!SPC TX N     -   0.99988342  x   1.00006420  =   0.99994761
 GJ0732!UTM  14      -   0.99988342  x   0.99968788  =   0.99957133
 GJ0732
 GJ0732:                Primary Azimuth Mark                     Grid Az
 GJ0732:SPC OK N     -  CATESBY SOUTH BASE AZ MK                 099 18 02.3
 GJ0732:SPC TX N     -  CATESBY SOUTH BASE AZ MK                 097 15 05.9
 GJ0732:UTM  14      -  CATESBY SOUTH BASE AZ MK                 098 42 50.0
 GJ0732
 GJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1554331091(NAD 83)
 GJ0732
 GJ0732|---------------------------------------------------------------------|
 GJ0732| PID    Reference Object                     Distance      Geod. Az  |
 GJ0732|                                                           dddmmss.s |
 GJ0732| GJ0776 CATESBY SOUTH BASE AZ MK            APPROX. 0.8 KM 0980916.2 |
 GJ0732| CK9170 CATESBY SOUTH BASE RM 1             249.470 METERS 11356     |
 GJ0732| CK8284 CATESBY SOUTH BASE RM 3             113.880 METERS 14725     |
 GJ0732| CK8283 CATESBY SOUTH BASE RM 2             118.480 METERS 17607     |
 GJ0732| CK8285 CATESBY SOUTH BASE RM 4              98.774 METERS 19620     |
 GJ0732|---------------------------------------------------------------------|
 GJ0732
 GJ0732                          SUPERSEDED SURVEY CONTROL
 GJ0732
 GJ0732  NAD 83(1986)-  36 25 16.71678(N)    099 56 31.56347(W) AD(       ) 1
 GJ0732  NAD 27      -  36 25 16.58150(N)    099 56 30.10864(W) AD(       ) 1
 GJ0732  NGVD 29 (07/19/86)  770.7    (m)         2529.     (f) VERT ANG       
 GJ0732
 GJ0732.Superseded values are not recommended for survey control.
 GJ0732
 GJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0732.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0732
 GJ0732_MARKER: DS = TRIANGULATION STATION DISK
 GJ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0732_STAMPING: CASBY S BASE 1927
 GJ0732_MARK LOGO: CGS
 GJ0732_PROJECTION: RECESSED 25 CENTIMETERS
 GJ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0732+STABILITY: SURFACE MOTION
 GJ0732
 GJ0732  HISTORY     - Date     Condition        Report By
 GJ0732  HISTORY     - 1927     MONUMENTED       CGS
 GJ0732  HISTORY     - 1938     GOOD             USACE
 GJ0732  HISTORY     - 1957     MARK NOT FOUND   CGS
 GJ0732  HISTORY     - 1963     GOOD             CGS
 GJ0732  HISTORY     - 1970     GOOD             NGS
 GJ0732
 GJ0732                          STATION DESCRIPTION
 GJ0732
 GJ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0732'ABOUT 5 MI. S AND 1 MI. E OF CATESBY, ABOUT 10 MI. N AND 3-3/4
 GJ0732'MI. W OF SHATTUCK, 3-1/3 MI. E OF THE OLD STATE LINE, ON
 GJ0732'LAND BELONGING TO THE STATE OF OKLAHOMA AND LEASED BY W.C.
 GJ0732'QUINDT, ON A HIGH POINT, IN A CULTIVATED FIELD, 318 FT. N OF
 GJ0732'THE N FENCE LINE ALONG UNCLE SAM HIGHWAY, 101 FT. SW OF THE
 GJ0732'SW CORNER OF A GRAIN HOUSE, AND 126 FT. NE OF THE TRUNK OF
 GJ0732'THE MOST N ONE OF THREE TREES.  H.H. HOWARD LIVES A SHORT
 GJ0732'DISTANCE SW OF THE STATION AND ON THE OPPOSITE SIDE OF THE
 GJ0732'ROAD.
 GJ0732'
 GJ0732'TO REACH FROM THE SHATTUCK POST OFFICE, GO N ALONG THE MAIN
 GJ0732'ROAD TO FOLLET (UNCLE SAM HIGHWAY MARKED WITH RED, WHITE,
 GJ0732'AND BLUE) FOR 11 MI. TO A SIGN FOLLET 13 MILES IN THE NW CORNER
 GJ0732'OF ROADS, THENCE W FOR ABOUT 1.8 MI. TO THE STATION.
 GJ0732'
 GJ0732'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 GJ0732'SET IN CONCRETE.  UNDERGROUND MARK BEING 3 FT. BELOW SURFACE.
 GJ0732'
 GJ0732'REFERENCE MARK 1 IS 294.47 M. (966.1 FT.) FROM THE STATION
 GJ0732'S 64 DEG 05 MIN E.
 GJ0732'
 GJ0732'REFERENCE MARK 2 IS 118.48 M. (388.7 FT.) FROM THE STATION.
 GJ0732'ELEVATION OF STATION IS
 GJ0732'770.7 M. (2529 FT.).
 GJ0732
 GJ0732                          STATION RECOVERY (1938)
 GJ0732
 GJ0732'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1938
 GJ0732'MARK WAS RECOVERED.  THE DESCRIPTION WITH RESPECT TO THE
 GJ0732'REFERENCE MARKS SHOULD SHOW THE ANGLE BETWEEN THE POINTS AS
 GJ0732'62 DEG 10 MIN 20 SEC, DISTANCE FROM STATION TO REFERENCE MARK
 GJ0732'1 IS 388.2 FT., AND DISTANCE FROM STATION TO REFERENCE MARK
 GJ0732'2 IS 817.1 FT.
 GJ0732'
 GJ0732'OFFICE NOTE- REFERENCE-MARK NUMBERS AND DISTANCE TO ONE
 GJ0732'REFERENCE MARK DO NOT AGREE WITH THOSE PUBLISHED IN SPECIAL
 GJ0732'PUBLICATION NO. 190.
 GJ0732
 GJ0732                          STATION RECOVERY (1957)
 GJ0732
 GJ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GJ0732'A SEARCH WAS MADE FOR THE STATION BUT IT COULD NOT BE FOUND.  ALL
 GJ0732'OF THE OLD SECTION LINE AND COUNTY ROADS HAVE BEEN RELOCATED
 GJ0732'AND THERE ARE NO LONGER ANY OF THE ORIGINAL ROADS STILL IN
 GJ0732'EXISTANCE.  TIME DID NOT PERMIT A MORE EXAHAUSTIVE SEARCH BUT
 GJ0732'IT IS POSSIBLE THAT THE STATION MAY STILL BE IN EXISTANCE.
 GJ0732'RECOVERY WILL, HOWEVER, BE QUITE DIFFICULT.
 GJ0732
 GJ0732                          STATION RECOVERY (1963)
 GJ0732
 GJ0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0732'THE STATION MARK WAS RECOVERED.  THE REMAINS OF REFERENCE MARKS 1
 GJ0732'AND 2 WERE FOUND.  THEY WERE PROBABLY DESTROYED BY ROAD GRADING
 GJ0732'EQUIPMENT.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WAS
 GJ0732'ESTABLISHED.  THE TREES AND THE BUILDING REFERRED TO IN THE
 GJ0732'ORIGINAL DESCRIPTION HAVE BEEN REMOVED.  THE LAND IS NOW
 GJ0732'LEASED BY JOHN VAGT.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0732'
 GJ0732'THE STATION IS ABOUT 11 MILES NORTH-NORTHWEST OF SHATTUCK,
 GJ0732'ON THE HIGHEST POINT OF A CULTIVATED KNOLL WHICH IS THE HIGHEST
 GJ0732'POINT IN THE IMMEDIATE VICINITY.
 GJ0732'
 GJ0732'TO REACH THE STATION FROM THE POST OFFICE IN SHATTUCK, GO NORTH
 GJ0732'ON U.S. HIGHWAY 283 FOR 9.3 MILES TO A SIDE ROAD ON THE LEFT.
 GJ0732'(NO LONGER STATE HIGHWAY 15) TURN LEFT AND GO WEST ON A GRADED
 GJ0732'ROAD FOR 1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 GJ0732'FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 GJ0732'WEST FOR 1.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GJ0732'WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 GJ0732'
 GJ0732'THE STATION MARK IS A STANDARD DISK, STAMPED CATSBY S. BASE
 GJ0732'1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 10
 GJ0732'INCHES BELOW THE GROUND SURFACE.  IT IS 2.0 FEET NORTH OF
 GJ0732'A WITNESS POST, 2.0 FEET SOUTH OF ANOTHER WITNESS POST, 362
 GJ0732'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 323 FEET NORTH OF
 GJ0732'A NORTH RIGHT-OF-WAY FENCE.
 GJ0732'
 GJ0732'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CATSBY S. BASE
 GJ0732'NO 3 1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GJ0732'PROJECTING 3 INCHES.  IT IS 1.0 FOOT SOUTH OF THE FENCE, 3.0
 GJ0732'FEET WEST OF A WITNESS POST, 38.4 FEET NORTH OF THE CENTERLINE
 GJ0732'OF THE ROAD AND ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0732'
 GJ0732'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CATSBY S. BASE
 GJ0732'NO 4 1927, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GJ0732'PROJECTING 3 INCHES.  IT IS 38.0 FEET NORTH OF THE CENTERLINE
 GJ0732'OF THE ROAD, 1.0 FOOT SOUTH OF THE FENCE AND ABOUT 3 FEET
 GJ0732'LOWER THAN THE STATION.
 GJ0732'
 GJ0732'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CATSBY S. BASE
 GJ0732'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0732'4 INCHES.  IT IS 1.0 FOOT SOUTH OF A NORTH RIGHT-OF-WAY POST,
 GJ0732'38.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2.1 FEET
 GJ0732'WEST OF A WITNESS POST.
 GJ0732'
 GJ0732'NOTE- THE STATION NAME IS MISSPELLED ON ALL OF THE MARKS.
 GJ0732
 GJ0732                          STATION RECOVERY (1970)
 GJ0732
 GJ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GJ0732'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 GJ0732'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES,
 GJ0732'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GJ0732'
 GJ0732'THE STATION IS LOCATED ABOUT 20 MILES SOUTH OF LAVERNE, 11 MILES
 GJ0732'NORTH OF SHATTUCK, 3 MILES EAST OF THE TEXAS-OKLAHOMA STATE LINE.
 GJ0732'
 GJ0732'TO REACH FROM THE INTERSECTION OF JANE JAYROE BOULEVARD AND U. S.
 GJ0732'HIGHWAY 283 (0.05 MILE WEST OF THE POST OFFICE), GO SOUTH ON
 GJ0732'U. S. HIGHWAY 283 FOR 6.45 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GJ0732'270.  CONTINUE SOUTH ON U. S. HIGHWAY 283 FOR 9.2 MILES TO A
 GJ0732'CROSSROAD, THEN CONTINUE SOUTH ON U. S. HIGHWAY 283 FOR 4.0 MILES
 GJ0732'TO THE JUNCTION OF U. S. HIGHWAY 283 WITH STATE HIGHWAY 15 ON THE
 GJ0732'RIGHT.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 15 FOR 2.5
 GJ0732'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 GJ0732'CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.35 MILE TO THE AZIMUTH MARK
 GJ0732'ON THE RIGHT.  CONTINUE WEST FOR 0.5 MILE TO THE TOP OF A RISE
 GJ0732'AND THE STATION ON THE RIGHT, ON THE HIGHEST PART OF A RISE IN A
 GJ0732'CULTIVATED FIELD.
 GJ0732'
 GJ0732'THE STATION MARK IS A STANDARD DISK WHICH HAS BEEN STAMPED, BUT
 GJ0732'THE MARK IS ILLEGIBLE DUE TO HAVING BEEN STRUCK BY FARM EQUIPMENT.
 GJ0732'IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST 10 INCHES
 GJ0732'BELOW THE GROUND SURFACE.  IT IS 362 FEET NORTH OF THE CENTER OF
 GJ0732'THE ROAD, 323 FEET NORTH OF AN EAST-WEST FENCE LINE.
 GJ0732'
 GJ0732'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CATSBY S BASE NO 3
 GJ0732'1927, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 GJ0732'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38 FEET
 GJ0732'NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF AN EAST-WEST
 GJ0732'FENCE LINE.
 GJ0732'
 GJ0732'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CATSBY S BASE NO 4
 GJ0732'1927, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 GJ0732'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38
 GJ0732'FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET SOUTHWEST OF A METAL
 GJ0732'WITNESS POST, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 GJ0732'
 GJ0732'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CATSBY S BASE 1963,
 GJ0732'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 GJ0732'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38 FEET NORTH OF
 GJ0732'THE CENTER OF THE ROAD, 2.1 FEET WEST OF METAL WITNESS POST, AND
 GJ0732'1 FOOT SOUTH OF FENCE LINE.
 GJ0732'
 GJ0732'(NOTE INCORRECT SPELLING OF CATESBY, AS STAMPED ON REFERENCE AND
 GJ0732'AZIMUTH MARKS.)
 GJ0732'
 GJ0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 GJ0732'NORTH-NORTHWEST OF SHATTUCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0776 ***********************************************************************
 GJ0776  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0776  DESIGNATION -  CATESBY SOUTH BASE AZ MK
 GJ0776  PID         -  GJ0776
 GJ0776  STATE/COUNTY-  OK/ELLIS
 GJ0776  COUNTRY     -  US
 GJ0776  USGS QUAD   -  SHATTUCK NW (2018)
 GJ0776
 GJ0776                         *CURRENT SURVEY CONTROL
 GJ0776  ______________________________________________________________________
 GJ0776* NAD 83(2011) POSITION- 36 25 13.25584(N) 099 56 01.68720(W)   ADJUSTED
 GJ0776* NAD 83(2011) ELLIP HT-   734.243 (meters)        (06/27/12)   ADJUSTED
 GJ0776* NAD 83(2011) EPOCH   -  2010.00
 GJ0776* NAVD 88 ORTHO HEIGHT -   762.3   (meters)     2501.    (feet) GPS OBS
 GJ0776  ______________________________________________________________________
 GJ0776  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GJ0776  GEOID HEIGHT    -        -28.017 (meters)                     GEOID96
 GJ0776  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 GJ0776  NAD 83(2011) X  -   -886,536.220 (meters)                     COMP
 GJ0776  NAD 83(2011) Y  - -5,061,989.456 (meters)                     COMP
 GJ0776  NAD 83(2011) Z  -  3,766,261.774 (meters)                     COMP
 GJ0776  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 GJ0776
 GJ0776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0776  Standards:
 GJ0776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0776  -------------------------------------------------------------------
 GJ0776  NETWORK    1.64   2.69           0.74   0.58   1.37      0.03503295
 GJ0776  -------------------------------------------------------------------
 GJ0776  Click here for local accuracies and other accuracy information.
 GJ0776
 GJ0776.The horizontal coordinates were established by GPS observations
 GJ0776.and adjusted by the National Geodetic Survey in June 2012.
 GJ0776
 GJ0776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0776.been affixed to the stable North American tectonic plate. See 
 GJ0776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0776
 GJ0776.The horizontal coordinates are valid at the epoch date displayed above
 GJ0776.which is a decimal equivalence of Year/Month/Day.
 GJ0776
 GJ0776.The orthometric height was determined by GPS observations and a
 GJ0776.high-resolution geoid model.
 GJ0776
 GJ0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0776.GEOID18 height accuracy estimate available here.
 GJ0776
 GJ0776.Click photographs - Photos may exist for this station.
 GJ0776
 GJ0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0776
 GJ0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0776
 GJ0776.The ellipsoidal height was determined by GPS observations
 GJ0776.and is referenced to NAD 83.
 GJ0776
 GJ0776. The following values were computed from the NAD 83(2011) position.
 GJ0776
 GJ0776;                    North         East     Units Scale Factor Converg.
 GJ0776;SPC OK N     -   159,320.332   426,590.522   MT  0.99995512   -1 08 28.4
 GJ0776;SPC OK N     -   522,703.46  1,399,572.40   sFT  0.99995512   -1 08 28.4
 GJ0776;SPC TX N     - 1,269,634.629   340,464.082   MT  1.00006390   +0 54 27.6
 GJ0776;SPC TX N     - 4,165,459.61  1,117,005.91   sFT  1.00006390   +0 54 27.6
 GJ0776;UTM  14      - 4,030,977.957   416,286.441   MT  0.99968634   -0 33 16.0
 GJ0776
 GJ0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0776!SPC OK N     -   0.99988478  x   0.99995512  =   0.99983990
 GJ0776!SPC TX N     -   0.99988478  x   1.00006390  =   0.99994867
 GJ0776!UTM  14      -   0.99988478  x   0.99968634  =   0.99957116
 GJ0776
 GJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1628630977(NAD 83)
 GJ0776
 GJ0776                          SUPERSEDED SURVEY CONTROL
 GJ0776
 GJ0776  NAD 83(2007)-  36 25 13.25583(N)    099 56 01.68791(W) AD(2002.00) 0
 GJ0776  ELLIP H (02/10/07)  734.265  (m)                       GP(2002.00)    
 GJ0776  ELLIP H (04/16/01)  734.246  (m)                       GP(       ) 4 2
 GJ0776  NAD 83(1993)-  36 25 13.25579(N)    099 56 01.68749(W) AD(       ) B
 GJ0776  ELLIP H (05/09/94)  734.274  (m)                       GP(       ) 4 2
 GJ0776  NAVD 88 (01/13/95)  762.3    (m)  UNKNOWN  model used  GPS OBS        
 GJ0776  NAVD 88 (05/09/94)  762.3    (m)  GEOID93  model used  GPS OBS        
 GJ0776
 GJ0776.Superseded values are not recommended for survey control.
 GJ0776
 GJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0776.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0776
 GJ0776_MARKER: DZ = AZIMUTH MARK DISK
 GJ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0776_STAMPING: CATESBY S BASE 1963
 GJ0776_MARK LOGO: CGS
 GJ0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0776+STABILITY: SURFACE MOTION
 GJ0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0776+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1993
 GJ0776
 GJ0776  HISTORY     - Date     Condition        Report By
 GJ0776  HISTORY     - 1963     MONUMENTED       CGS
 GJ0776  HISTORY     - 19930514 GOOD             NGS
 GJ0776
 GJ0776                          STATION DESCRIPTION
 GJ0776
 GJ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GJ0776'MARK IS LOCATED ABOUT 30 KM (18.65 MI) SOUTH OF LAVERNE, 16 KM
 GJ0776'(9.95 MI) NORTH OF SHATTUCK, 5.5 KM (3.40 MI) EAST OF THE
 GJ0776'OKLAHOMA-TEXAS STATE LINE, ALONG A DIRT SECTION ROAD, ON THE
 GJ0776'RIGHT-OF-WAY, ADJACENT TO A PASTURE, IN SOUTH CENTRAL SECTION 36, T
 GJ0776'23 N, R 26 W. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GJ0776'TO REACH FROM THE JUNCTION OF US HIGHWAY 283 AND STATE HIGHWAY 15
 GJ0776'(ABOUT 19 KM (11.80 MI) NORTH OF SHATTUCK), GO WEST ON HIGHWAY 15 FOR
 GJ0776'5.60 KM (3.45 MI) TO A DIRT ROAD LEFT JUST BEFORE CROSSING A SMALL
 GJ0776'BRIDGE.  TURN LEFT, SOUTH, ON DIRT ROAD FOR 1.61 KM (1.00 MI) TO A
 GJ0776'DIRT CROSSROAD.  TURN LEFT, EAST, ON ROAD FOR 1.07 KM (0.65 MI) TO
 GJ0776'THE MARK ON THE LEFT.
 GJ0776'MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH WITH THE
 GJ0776'GROUND.  IT IS 11.0 M (36.1 FT) NORTH OF, AND SLIGHTLY HIGHER THAN
 GJ0776'THE ROAD CENTER, 0.2 M (0.7 FT) SOUTH OF A FENCE, 1.1 M (3.6 FT) WEST
 GJ0776'OF A METAL WITNESS POST, 0.8 M (2.6 FT) NORTH OF A METAL WITNESS
 GJ0776'POST, 0.8 M (2.6 FT) EAST OF A METAL WITNESS POST, AND 0.7 M
 GJ0776'(2.3 FT) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1182 ***********************************************************************
 FJ1182  DESIGNATION -  CATFISH
 FJ1182  PID         -  FJ1182
 FJ1182  STATE/COUNTY-  OK/CREEK
 FJ1182  COUNTRY     -  US
 FJ1182  USGS QUAD   -  BRISTOW (2018)
 FJ1182
 FJ1182                         *CURRENT SURVEY CONTROL
 FJ1182  ______________________________________________________________________
 FJ1182* NAD 83(1993) POSITION- 35 49 52.29446(N) 096 26 56.10308(W)   ADJUSTED
 FJ1182* NAVD 88 ORTHO HEIGHT -   278.3   (meters)      913.    (feet) VERTCON3
 FJ1182  ______________________________________________________________________
 FJ1182  GEOID HEIGHT    -        -28.354 (meters)                     GEOID18
 FJ1182  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 FJ1182  HORZ ORDER      -  SECOND
 FJ1182
 FJ1182.The horizontal coordinates were established by classical geodetic methods
 FJ1182.and adjusted by the National Geodetic Survey in November 1994.
 FJ1182
 FJ1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1182
 FJ1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1182.GEOID18 height accuracy estimate available here.
 FJ1182
 FJ1182.Click photographs - Photos may exist for this station.
 FJ1182
 FJ1182.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1182
 FJ1182. The following values were computed from the NAD 83(1993) position.
 FJ1182
 FJ1182;                    North         East     Units Scale Factor Converg.
 FJ1182;SPC OK N     -    93,342.463   740,137.541   MT  0.99996253   +0 54 55.3
 FJ1182;SPC OK N     -   306,241.06  2,428,267.92   sFT  0.99996253   +0 54 55.3
 FJ1182;UTM  14      - 3,968,229.835   730,436.161   MT  1.00025437   +1 29 38.6
 FJ1182
 FJ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1182!SPC OK N     -   0.99996077  x   0.99996253  =   0.99992330
 FJ1182!UTM  14      -   0.99996077  x   1.00025437  =   1.00021513
 FJ1182
 FJ1182:                Primary Azimuth Mark                     Grid Az
 FJ1182:SPC OK N     -  DEPEW MUNICIPAL TANK                     238 58 48.3
 FJ1182:UTM  14      -  DEPEW MUNICIPAL TANK                     238 24 05.0
 FJ1182
 FJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3043668229(NAD 83)
 FJ1182
 FJ1182|---------------------------------------------------------------------|
 FJ1182| PID    Reference Object                     Distance      Geod. Az  |
 FJ1182|                                                           dddmmss.s |
 FJ1182| CI1389 CATFISH RM 2                         14.743 METERS 03519     |
 FJ1182| FJ1260 DEPEW MUNICIPAL TANK                APPROX. 6.1 KM 2395343.6 |
 FJ1182| CI1388 CATFISH RM 1                         12.742 METERS 29125     |
 FJ1182|---------------------------------------------------------------------|
 FJ1182
 FJ1182                          SUPERSEDED SURVEY CONTROL
 FJ1182
 FJ1182  NAD 83(1986)-  35 49 52.31031(N)    096 26 56.08191(W) AD(       ) 2
 FJ1182  NAD 27      -  35 49 52.04065(N)    096 26 55.05031(W) AD(       ) 2
 FJ1182  NGVD 29 (07/19/86)  278.2    (m)          913.     (f) VERT ANG       
 FJ1182
 FJ1182.Superseded values are not recommended for survey control.
 FJ1182
 FJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1182.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1182
 FJ1182_MARKER: DD = SURVEY DISK
 FJ1182_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1182+WITH SETTING: INFORMATION.
 FJ1182_STAMPING: CATFISH ET 1960
 FJ1182_MARK LOGO: USGS
 FJ1182_PROJECTION: FLUSH
 FJ1182_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1182
 FJ1182  HISTORY     - Date     Condition        Report By
 FJ1182  HISTORY     - 1970     MONUMENTED       USGS
 FJ1182
 FJ1182                          STATION DESCRIPTION
 FJ1182
 FJ1182'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1182'THE STATION IS ABOUT 3.2 MI W. OF BRISTOW, ALONG THE TURNER
 FJ1182'TURNPIKE, T. 16 N., R. 8 E., NEAR THE CENTER OF S. HALF SEC. 27,
 FJ1182'ON A LOW CUT BANK.
 FJ1182'
 FJ1182'TO REACH THE STATION FROM THE TURNER TURNPIKE TOLL GATE AT
 FJ1182'BRISTOW, FOLLOW THE TURNPIKE W. FOR ABOUT 3.8 MI TO MP 58, CONTINUE
 FJ1182'W. FOR ABOUT 0.25 MI TO A LOW CUTBANK ON THE RIGHT AND THE STATION
 FJ1182'ON TOP.
 FJ1182'
 FJ1182'STATION MARK, STAMPED ET CATFISH 1970 IS 57 FT (NORMAL) NNW. OF
 FJ1182'THE N. EDGE OF PAVEMENT, 29.6 FT (NORMAL) SSE. OF N. RIGHT-OF-WAY
 FJ1182'FENCE, AND 29.6 FT (NORMAL) SSE. OF USGS WITNESS POST.
 FJ1182'
 FJ1182'REFERENCE MARK NO. 1, STAMPED CATFISH NO 1 1970 IS WNW. OF THE
 FJ1182'STATION, 87 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT, 2 FT (NORMAL)
 FJ1182'SSE. OF N. RIGHT-OF-WAY FENCE.
 FJ1182'
 FJ1182'REFERENCE MARK NO. 2, STAMPED CATFISH NO 2 1970 IS NE. OF THE
 FJ1182'STATION, 87 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT, 2.5 FT (NORMAL)
 FJ1182'SSE. OF N. RIGHT-OF-WAY FENCE.
 FJ1182'
 FJ1182'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 FJ1182'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 FJ1182'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 FJ1182'GROUND.
 FJ1182'
 FJ1182'NO AZIMUTH MARK WAS SET.
 FJ1182'
 FJ1182'REFERENCE AZIMUTH USED - DEPEW M.W.T. (CHECKED POSITION - NO
 FJ1182'PREVIOUS DESCRIPTION) STATION IS FINIAL OF DEPEW M.W.T. IN DEPEW,
 FJ1182'BUILT IN 1923, ABOUT 1/2 BLOCK N. OF THE MAIN BUSINESS STREET IN
 FJ1182'DEPEW, T. 15 N., R. 8 E., ABOUT 0.2 MI S. AND ABOUT 0.3 MI E. OF
 FJ1182'QUARTER COR. BETWEEN SECS. 1 AND 6.
 FJ1182'
 FJ1182'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0125 ***********************************************************************
 EL0125  DESIGNATION -  CC 62
 EL0125  PID         -  EL0125
 EL0125  STATE/COUNTY-  OK/BRYAN
 EL0125  COUNTRY     -  US
 EL0125  USGS QUAD   -  BOKCHITO (2018)
 EL0125
 EL0125                         *CURRENT SURVEY CONTROL
 EL0125  ______________________________________________________________________
 EL0125* NAD 83(1986) POSITION- 34 00 59.     (N) 096 08 39.     (W)   SCALED
 EL0125* NAVD 88 ORTHO HEIGHT -   194.199 (meters)      637.13  (feet) ADJUSTED
 EL0125  ______________________________________________________________________
 EL0125  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 EL0125  DYNAMIC HEIGHT  -        194.001 (meters)      636.48  (feet) COMP
 EL0125  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 EL0125
 EL0125  VERT ORDER      -  FIRST     CLASS II
 EL0125
 EL0125.The horizontal coordinates were scaled from a map and have
 EL0125.an estimated accuracy of +/- 6 seconds.
 EL0125
 EL0125.The orthometric height was determined by differential leveling and
 EL0125.adjusted by the NATIONAL GEODETIC SURVEY
 EL0125.in June 1991.
 EL0125
 EL0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0125.GEOID18 height accuracy estimate available here.
 EL0125
 EL0125.Click photographs - Photos may exist for this station.
 EL0125
 EL0125.The dynamic height is computed by dividing the NAVD 88
 EL0125.geopotential number by the normal gravity value computed on the
 EL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0125.degrees latitude (g = 980.6199 gals.).
 EL0125
 EL0125.The modeled gravity was interpolated from observed gravity values.
 EL0125
 EL0125;                    North         East    Units  Estimated Accuracy
 EL0125;SPC OK S     -    77,340.      771,410.      MT  (+/- 180 meters Scaled)
 EL0125
 EL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC637676(NAD 83)
 EL0125
 EL0125                          SUPERSEDED SURVEY CONTROL
 EL0125
 EL0125  NGVD 29 (??/??/92)  194.139  (m)          636.94   (f) ADJ UNCH    1 2
 EL0125
 EL0125.Superseded values are not recommended for survey control.
 EL0125
 EL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0125.See file dsdata.pdf to determine how the superseded data were derived.
 EL0125
 EL0125_MARKER: DB = BENCH MARK DISK
 EL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0125_STAMPING: CC 62 1934
 EL0125_MARK LOGO: CGS
 EL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0125+STABILITY: SURFACE MOTION
 EL0125
 EL0125  HISTORY     - Date     Condition        Report By
 EL0125  HISTORY     - 1934     MONUMENTED       CGS
 EL0125  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0125  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0125
 EL0125                          STATION DESCRIPTION
 EL0125
 EL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0125'AT BOKCHITO.
 EL0125'1 BLOCK NORTH OF THE ST. LOUIS AND SAN FRANCISCO RR TRACK,
 EL0125'SOUTH SIDE OF U.S. HIGHWAY 70.  AT CORNER OF TWO-STORY BRICK
 EL0125'BUILDING.
 EL0125
 EL0125                          STATION RECOVERY (1967)
 EL0125
 EL0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0125'MARK NOT FOUND.
 EL0125
 EL0125                          STATION RECOVERY (1986)
 EL0125
 EL0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0331 ***********************************************************************
 DM0331  DESIGNATION -  CC 65
 DM0331  PID         -  DM0331
 DM0331  STATE/COUNTY-  OK/MCCURTAIN
 DM0331  COUNTRY     -  US
 DM0331  USGS QUAD   -  IDABEL (2019)
 DM0331
 DM0331                         *CURRENT SURVEY CONTROL
 DM0331  ______________________________________________________________________
 DM0331* NAD 83(1986) POSITION- 33 53 59.     (N) 094 49 58.     (W)   SCALED
 DM0331* NAVD 88 ORTHO HEIGHT -   146.019 (meters)      479.06  (feet) ADJUSTED
 DM0331  ______________________________________________________________________
 DM0331  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 DM0331  DYNAMIC HEIGHT  -        145.871 (meters)      478.58  (feet) COMP
 DM0331  MODELED GRAVITY -    979,622.2   (mgal)                       NAVD 88
 DM0331
 DM0331  VERT ORDER      -  FIRST     CLASS II
 DM0331
 DM0331.The horizontal coordinates were scaled from a map and have
 DM0331.an estimated accuracy of +/- 6 seconds.
 DM0331
 DM0331.The orthometric height was determined by differential leveling and
 DM0331.adjusted by the NATIONAL GEODETIC SURVEY
 DM0331.in June 1991.
 DM0331
 DM0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0331.GEOID18 height accuracy estimate available here.
 DM0331
 DM0331.Click photographs - Photos may exist for this station.
 DM0331
 DM0331.The dynamic height is computed by dividing the NAVD 88
 DM0331.geopotential number by the normal gravity value computed on the
 DM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0331.degrees latitude (g = 980.6199 gals.).
 DM0331
 DM0331.The modeled gravity was interpolated from observed gravity values.
 DM0331
 DM0331;                    North         East    Units  Estimated Accuracy
 DM0331;SPC OK S     -    67,420.      892,900.      MT  (+/- 180 meters Scaled)
 DM0331
 DM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT305525(NAD 83)
 DM0331
 DM0331                          SUPERSEDED SURVEY CONTROL
 DM0331
 DM0331  NGVD 29 (??/??/92)  145.998  (m)          479.00   (f) ADJ UNCH    1 2
 DM0331
 DM0331.Superseded values are not recommended for survey control.
 DM0331
 DM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0331.See file dsdata.pdf to determine how the superseded data were derived.
 DM0331
 DM0331_MARKER: DB = BENCH MARK DISK
 DM0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0331_SP_SET: HEADWALL
 DM0331_STAMPING: CC 65 1934
 DM0331_MARK LOGO: CGS
 DM0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0331+STABILITY: SURFACE MOTION
 DM0331
 DM0331  HISTORY     - Date     Condition        Report By
 DM0331  HISTORY     - 1934     MONUMENTED       CGS
 DM0331  HISTORY     - 1934     GOOD             CGS
 DM0331  HISTORY     - 1986     GOOD             NGS
 DM0331
 DM0331                          STATION DESCRIPTION
 DM0331
 DM0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0331'IN IDABEL.
 DM0331'IN THE TOWN OF IDABEL, BRONZE TABLET IN SOUTH HEADWALL OF CONCRETE
 DM0331'CULVERT FOR CROSS ROAD.  NORTHWEST EDGE OF IDABEL, ALONG ST. LOUIS AND
 DM0331'SAN FRANCISCO R.R.  ABOUT 0.3 MILE NORTHWEST OF RAILROAD WATER TANK.
 DM0331'52.9 FEET NORTHEAST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO R.R
 DM0331'MAIN LINE TRACK.  32.3 FEET NORTH OF FIRST TELEGRAPH POLE NORTHWEST OF
 DM0331'M.P.601-25.  27.8 FEET WEST OF CENTERLINE OF U.S. HWY. 70. 10.2 FEET
 DM0331'SOUTH OF CENTERLINE OF CROSS ROAD.
 DM0331
 DM0331                          STATION RECOVERY (1986)
 DM0331
 DM0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0331'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN IDABEL,
 DM0331'AT THE JUNCTION OF U.S. HIGHWAY 70 (NORTHWEST TEXAS STREET) AND 6TH
 DM0331'STREET, IN THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A 4 BY 4 FT
 DM0331'CULVERT UNDER 6TH STREET, 16.2 M (53.1 FT) NORTHEAST OF THE NEAR RAIL
 DM0331'OF THE BURLINGTON NORTHERN RAILROAD, 8.6 M (28.2 FT) WEST OF THE
 DM0331'CENTERLINE OF NORTHWEST TEXAS STREET, 5.5 M (18.0 FT) SOUTH OF THE
 DM0331'CENTER OF 6TH STREET, AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE
 DM0331'HEADWALL.
 DM0331'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0276 ***********************************************************************
 FH0276  DESIGNATION -  CC 68
 FH0276  PID         -  FH0276
 FH0276  STATE/COUNTY-  OK/SEQUOYAH
 FH0276  COUNTRY     -  US
 FH0276  USGS QUAD   -  SALLISAW (2019)
 FH0276
 FH0276                         *CURRENT SURVEY CONTROL
 FH0276  ______________________________________________________________________
 FH0276* NAD 83(1986) POSITION- 35 27 39.     (N) 094 47 23.     (W)   SCALED
 FH0276* NAVD 88 ORTHO HEIGHT -   164.452 (meters)      539.54  (feet) ADJUSTED
 FH0276  ______________________________________________________________________
 FH0276  GEOID HEIGHT    -        -29.963 (meters)                     GEOID18
 FH0276  DYNAMIC HEIGHT  -        164.298 (meters)      539.03  (feet) COMP
 FH0276  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FH0276
 FH0276  VERT ORDER      -  FIRST     CLASS II
 FH0276
 FH0276.The horizontal coordinates were scaled from a map and have
 FH0276.an estimated accuracy of +/- 6 seconds.
 FH0276
 FH0276.The orthometric height was determined by differential leveling and
 FH0276.adjusted by the NATIONAL GEODETIC SURVEY
 FH0276.in June 1991.
 FH0276
 FH0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0276.GEOID18 height accuracy estimate available here.
 FH0276
 FH0276.Click photographs - Photos may exist for this station.
 FH0276
 FH0276.The dynamic height is computed by dividing the NAVD 88
 FH0276.geopotential number by the normal gravity value computed on the
 FH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0276.degrees latitude (g = 980.6199 gals.).
 FH0276
 FH0276.The modeled gravity was interpolated from observed gravity values.
 FH0276
 FH0276;                    North         East    Units  Estimated Accuracy
 FH0276;SPC OK N     -    55,950.      891,360.      MT  (+/- 180 meters Scaled)
 FH0276
 FH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV375256(NAD 83)
 FH0276
 FH0276                          SUPERSEDED SURVEY CONTROL
 FH0276
 FH0276  NGVD 29 (??/??/92)  164.347  (m)          539.20   (f) ADJ UNCH    1 2
 FH0276
 FH0276.Superseded values are not recommended for survey control.
 FH0276
 FH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0276.See file dsdata.pdf to determine how the superseded data were derived.
 FH0276
 FH0276_MARKER: DB = BENCH MARK DISK
 FH0276_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0276_SP_SET: BUILDING
 FH0276_STAMPING: CC 68 1934
 FH0276_MARK LOGO: CGS
 FH0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0276+STABILITY: SURFACE MOTION
 FH0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0276+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0276
 FH0276  HISTORY     - Date     Condition        Report By
 FH0276  HISTORY     - 1934     MONUMENTED       CGS
 FH0276  HISTORY     - 1959     GOOD             CGS
 FH0276  HISTORY     - 1984     GOOD             NGS
 FH0276  HISTORY     - 1988     GOOD             USPSQD
 FH0276  HISTORY     - 1989     GOOD             USPSQD
 FH0276  HISTORY     - 1990     GOOD             USPSQD
 FH0276  HISTORY     - 19970401 GOOD             NGS
 FH0276  HISTORY     - 20080530 GOOD             GEOCAC
 FH0276  HISTORY     - 20120519 GOOD             GEOCAC
 FH0276  HISTORY     - 20220801 GOOD             OKDOT
 FH0276
 FH0276                          STATION DESCRIPTION
 FH0276
 FH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0276'AT SALLISAW.
 FH0276'AT SALLISAW M.P. RR DEPOT.  NORTH WALL OF MISSOURI-PACIFIC
 FH0276'RAILROAD STATION.  NEAR THE MAIN ENTRANCE AND THE TICKET WINDOW.
 FH0276'4 FEET ABOVE THE FLOOR.
 FH0276
 FH0276                          STATION RECOVERY (1959)
 FH0276
 FH0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0276'RECOVERED IN GOOD CONDITION.
 FH0276
 FH0276                          STATION RECOVERY (1984)
 FH0276
 FH0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0276'RECOVERED IN GOOD CONDITION.  NOTE, THE OLD RAILROAD STATION HAS BEEN
 FH0276'REMODELED AND IS NOW THE SALLISAW CITY LIBRARY, LOCATED NEAR THE
 FH0276'JUNCTION OF ELM AND QUEENSBURY AVENUE.
 FH0276
 FH0276                          STATION RECOVERY (1988)
 FH0276
 FH0276'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0276'RECOVERED IN GOOD CONDITION.
 FH0276
 FH0276                          STATION RECOVERY (1989)
 FH0276
 FH0276'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0276'RECOVERED IN GOOD CONDITION.
 FH0276
 FH0276                          STATION RECOVERY (1990)
 FH0276
 FH0276'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0276'RECOVERED IN GOOD CONDITION.
 FH0276
 FH0276                          STATION RECOVERY (1997)
 FH0276
 FH0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0276'IN SALLISAW, AT 101 EAST CHEROKEE AVENUE, SET VERTICALLY IN THE WALL
 FH0276'OF THE OLD RAILROAD STATION THAT IS NOW PART OF THE SALLISAW PUBLIC
 FH0276'LIBRARY, THE DISK IS NOW ON THE INSIDE OF THE BUILDING ON THE NORTH
 FH0276'WALL OF THE CHECKOUT AREA, 1.1 M (3.6 FT) ABOVE THE FLOOR, 0.6 M (2.0
 FH0276'FT) EAST OF THE WEST END OF A BOOK SHELF.  NOTE--THE DISK IS BEHIND
 FH0276'BOOKS ON THE 4TH SHELF FROM THE BOTTOM.  ACCESS TO THE DISK IS THROUGH
 FH0276'A 4-INCH HOLE.  NOTE--THE TWO CS IN THE STAMPING ARE STAMPED
 FH0276'BACKWARDS.
 FH0276
 FH0276                          STATION RECOVERY (2008)
 FH0276
 FH0276'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 FH0276'RECOVERED IN GOOD CONDITION.
 FH0276
 FH0276                          STATION RECOVERY (2012)
 FH0276
 FH0276'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 FH0276'RECOVERED IN GOOD CONDITION.
 FH0276
 FH0276                          STATION RECOVERY (2022)
 FH0276
 FH0276'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0276'RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0576 ***********************************************************************
 GJ0576  DESIGNATION -  CEDAR
 GJ0576  PID         -  GJ0576
 GJ0576  STATE/COUNTY-  OK/MAJOR
 GJ0576  COUNTRY     -  US
 GJ0576  USGS QUAD   -  LONGDALE (2018)
 GJ0576
 GJ0576                         *CURRENT SURVEY CONTROL
 GJ0576  ______________________________________________________________________
 GJ0576* NAD 83(1993) POSITION- 36 13 00.11120(N) 098 33 35.38083(W)   ADJUSTED
 GJ0576* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 GJ0576  ______________________________________________________________________
 GJ0576  GEOID HEIGHT    -        -27.499 (meters)                     GEOID18
 GJ0576  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 GJ0576  HORZ ORDER      -  FIRST
 GJ0576
 GJ0576.The horizontal coordinates were established by classical geodetic methods
 GJ0576.and adjusted by the National Geodetic Survey in November 1994.
 GJ0576
 GJ0576.The orthometric height was scaled from a topographic map.
 GJ0576
 GJ0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0576.GEOID18 height accuracy estimate available here.
 GJ0576
 GJ0576.Click photographs - Photos may exist for this station.
 GJ0576
 GJ0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0576
 GJ0576. The following values were computed from the NAD 83(1993) position.
 GJ0576
 GJ0576;                    North         East     Units Scale Factor Converg.
 GJ0576;SPC OK N     -   135,141.391   549,665.304   MT  0.99994578   -0 19 49.4
 GJ0576;SPC OK N     -   443,376.38  1,803,360.25   sFT  0.99994578   -0 19 49.4
 GJ0576;UTM  14      - 4,008,073.606   539,562.957   MT  0.99961929   +0 15 36.3
 GJ0576
 GJ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0576!SPC OK N     -   0.99992127  x   0.99994578  =   0.99986705
 GJ0576!UTM  14      -   0.99992127  x   0.99961929  =   0.99954059
 GJ0576
 GJ0576:                Primary Azimuth Mark                     Grid Az
 GJ0576:SPC OK N     -  CEDAR AZ MK                              090 47 08.5
 GJ0576:UTM  14      -  CEDAR AZ MK                              090 11 42.8
 GJ0576
 GJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3956208073(NAD 83)
 GJ0576
 GJ0576|---------------------------------------------------------------------|
 GJ0576| PID    Reference Object                     Distance      Geod. Az  |
 GJ0576|                                                           dddmmss.s |
 GJ0576| CK8289 CEDAR AZ MK                                        0902719.1 |
 GJ0576| CK8293 CEDAR RM 1                           39.100 METERS 11458     |
 GJ0576| CK8294 CEDAR RM 2                           31.099 METERS 23959     |
 GJ0576|---------------------------------------------------------------------|
 GJ0576
 GJ0576                          SUPERSEDED SURVEY CONTROL
 GJ0576
 GJ0576  NAD 83(1986)-  36 13 00.11566(N)    098 33 35.36666(W) AD(       ) 1
 GJ0576  NAD 27      -  36 12 59.98140(N)    098 33 34.07270(W) AD(       ) 1
 GJ0576
 GJ0576.Superseded values are not recommended for survey control.
 GJ0576
 GJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0576.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0576
 GJ0576_MARKER: DS = TRIANGULATION STATION DISK
 GJ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0576_STAMPING: CEDAR 1963
 GJ0576_MARK LOGO: CGS
 GJ0576_PROJECTION: FLUSH
 GJ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0576+STABILITY: SURFACE MOTION
 GJ0576
 GJ0576  HISTORY     - Date     Condition        Report By
 GJ0576  HISTORY     - 1963     MONUMENTED       CGS
 GJ0576
 GJ0576                          STATION DESCRIPTION
 GJ0576
 GJ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0576'STATION IS ON THE NORTH SIDE OF AN EAST-WEST SECTION LINE ROAD, ABOUT
 GJ0576'10-1/2 MILES NORTHWEST OF HOMESTEAD, 6 MILES NORTH OF LONGDALE AND
 GJ0576'5-1/2 MILES SOUTHWEST OF FAIRVIEW.
 GJ0576'
 GJ0576'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 60 AND STATE HIGHWAY 58
 GJ0576'IN THE SOUTH EDGE OF FAIRVIEW, GO WEST AND SOUTHWEST ON U. S.
 GJ0576'HIGHWAY 60 FOR 6.6 MILES TO A ANGLING CROSS ROAD AND A BRICK HOUSE
 GJ0576'ON THE RIGHT.  TURN LEFT, EAST, SOUTH AND EAST ON GRADED ROAD FOR
 GJ0576'0.95 MILE TO THE STATION ON THE LEFT.  CONTINUE AHEAD, EAST, ON
 GJ0576'GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GJ0576'
 GJ0576'STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1963, SET IN THE
 GJ0576'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0576'39 FEET WEST-SOUTHWEST OF A T-FENCE CORNER, 21 FEET NORTH OF THE
 GJ0576'CENTERLINE OF THE GRADED ROAD, 10 FEET SOUTH OF A FENCE AND 2.3
 GJ0576'FEET EAST OF A WITNESS POST.
 GJ0576'
 GJ0576'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1963, SET
 GJ0576'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0576'IS 44 FEET WEST OF A POWER LINE POLE, 33 FEET SOUTH OF THE
 GJ0576'CENTERLINE OF THE GRADED ROAD, 1 FOOT NORTH OF A FENCE CORNER POST
 GJ0576'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0576'
 GJ0576'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1963, SET
 GJ0576'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0576'SURFACE.  IT IS 31 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD,
 GJ0576'1 FOOT EAST OF A POWER LINE POLE AND ABOUT THE SAME ELEVATION AS
 GJ0576'THE STATION.
 GJ0576'
 GJ0576'AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1963, SET IN THE
 GJ0576'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0576'29 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 4 FEET SOUTH OF
 GJ0576'A FENCE, 2.3 FEET SOUTHEAST OF A WITNESS POST AND 1.5 FEET SOUTH
 GJ0576'OF A TELEPHONE LINE POLE.
 GJ0576'
 GJ0576'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0670 ***********************************************************************
 GJ0670  DESIGNATION -  CEDAR
 GJ0670  PID         -  GJ0670
 GJ0670  STATE/COUNTY-  OK/DEWEY
 GJ0670  COUNTRY     -  US
 GJ0670  USGS QUAD   -  MUTUAL SW (2018)
 GJ0670
 GJ0670                         *CURRENT SURVEY CONTROL
 GJ0670  ______________________________________________________________________
 GJ0670* NAD 83(1993) POSITION- 36 00 51.63435(N) 099 10 18.54907(W)   ADJUSTED
 GJ0670* NAVD 88 ORTHO HEIGHT -   677.33  (+/-2cm)     2222.2   (feet) VERTCON3
 GJ0670  ______________________________________________________________________
 GJ0670  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 GJ0670  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 GJ0670  HORZ ORDER      -  FIRST
 GJ0670  VERT ORDER      -  THIRD ? (See Below)
 GJ0670
 GJ0670.The horizontal coordinates were established by classical geodetic methods
 GJ0670.and adjusted by the National Geodetic Survey in November 1994.
 GJ0670
 GJ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0670
 GJ0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0670.GEOID18 height accuracy estimate available here.
 GJ0670
 GJ0670.The vertical order pertains to the NGVD 29 superseded value.
 GJ0670
 GJ0670.Click photographs - Photos may exist for this station.
 GJ0670
 GJ0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0670
 GJ0670. The following values were computed from the NAD 83(1993) position.
 GJ0670
 GJ0670;                    North         East     Units Scale Factor Converg.
 GJ0670;SPC OK N     -   113,181.430   494,371.552   MT  0.99994896   -0 41 29.6
 GJ0670;SPC OK N     -   371,329.41  1,621,950.67   sFT  0.99994896   -0 41 29.6
 GJ0670;UTM  14      - 3,985,552.940   484,517.143   MT  0.99960295   -0 06 03.7
 GJ0670
 GJ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0670!SPC OK N     -   0.99989809  x   0.99994896  =   0.99984706
 GJ0670!UTM  14      -   0.99989809  x   0.99960295  =   0.99950109
 GJ0670
 GJ0670:                Primary Azimuth Mark                     Grid Az
 GJ0670:SPC OK N     -  CEDAR AZ MK                              052 30 38.0
 GJ0670:UTM  14      -  CEDAR AZ MK                              051 55 12.1
 GJ0670
 GJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8451785552(NAD 83)
 GJ0670
 GJ0670|---------------------------------------------------------------------|
 GJ0670| PID    Reference Object                     Distance      Geod. Az  |
 GJ0670|                                                           dddmmss.s |
 GJ0670| CK8291 CEDAR RM 1                           29.652 METERS 00759     |
 GJ0670| CK8290 CEDAR AZ MK                                        0514908.4 |
 GJ0670| CK8292 CEDAR RM 2                           36.945 METERS 28629     |
 GJ0670|---------------------------------------------------------------------|
 GJ0670
 GJ0670                          SUPERSEDED SURVEY CONTROL
 GJ0670
 GJ0670  NAD 83(1986)-  36 00 51.63651(N)    099 10 18.53854(W) AD(       ) 1
 GJ0670  NAD 27      -  36 00 51.47524(N)    099 10 17.16823(W) AD(       ) 1
 GJ0670  NGVD 29             677.07   (m)         2221.4    (f) LEVELING    3  
 GJ0670
 GJ0670.Superseded values are not recommended for survey control.
 GJ0670
 GJ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0670.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0670
 GJ0670_MARKER: DS = TRIANGULATION STATION DISK
 GJ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0670_STAMPING: CEDAR 1963
 GJ0670_MARK LOGO: CGS
 GJ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0670+STABILITY: SURFACE MOTION
 GJ0670
 GJ0670  HISTORY     - Date     Condition        Report By
 GJ0670  HISTORY     - 1963     MONUMENTED       CGS
 GJ0670
 GJ0670                          STATION DESCRIPTION
 GJ0670
 GJ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0670'THE STATION IS ABOUT 9-1/2 MILES SOUTH AND 7 MILES EAST OF VICI,
 GJ0670'6-1/2 MILES EAST OF CAMARGO, ON THE HIGHEST POINT OF A BRUSH COVERED
 GJ0670'RIDGE, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON
 GJ0670'LAND OWNED BY W. O. MCDANNALD.
 GJ0670'
 GJ0670'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 60, 270 AND
 GJ0670'281 IN SEILING, GO WEST ON U. S. HIGHWAY 60 FOR 14.8 MILES TO A
 GJ0670'CROSSROADS AT A POWER SUB-STATION AND A FARM HOUSE IN THE SOUTHWEST
 GJ0670'ANGLE.  TURN LEFT AND GO SOUTH FOR 7.15 TO A CROSSROADS.  TURN
 GJ0670'LEFT AND GO EAST FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 GJ0670'RIGHT AND GO SOUTH FOR 1.65 MILES TO THE MCDANNALD FARM HOUSE ON THE
 GJ0670'RIGHT.  TURN RIGHT, PASSING TO THE WEST OF THE HOUSE AND GO SOUTH
 GJ0670'FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH
 GJ0670'ALONG THE WEST SIDE OF A FIELD FOR 0.15 MILE TO THE AZIMUTH MARK
 GJ0670'ON THE RIGHT.  CONTINUE SOUTH AND WEST FOR 0.25 MILE TO A GATE
 GJ0670'IN A NORTH-SOUTH FENCE.  PASS THROUGH THE GATE, TURN LEFT AND
 GJ0670'GO SOUTH AND WEST, PASSING TO THE RIGHT OF A WINDMILL, FOR
 GJ0670'0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 GJ0670'
 GJ0670'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1963, SET IN THE
 GJ0670'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 99.2
 GJ0670'FEET SOUTH OF AN EAST-WEST FENCE, 134.1 FEET EAST OF A NORTH-SOUTH
 GJ0670'FENCE AND 42 FEET NORTH OF THE CENTERLINE OF A DIM TRACK ROAD.
 GJ0670'
 GJ0670'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1963, SET IN
 GJ0670'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 GJ0670'IS 1.6 FEET SOUTH OF THE EAST-WEST FENCE AND AT ABOUT THE SAME
 GJ0670'ELEVATION AS THE STATION.
 GJ0670'
 GJ0670'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1963, SET IN
 GJ0670'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0670'IS 1.2 FEET WEST OF THE NORTH-SOUTH FENCE, 67.7 FEET SOUTH OF THE
 GJ0670'EAST-WEST FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0670'
 GJ0670'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1963, SET IN THE
 GJ0670'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 1
 GJ0670'FOOT EAST OF A NORTH-SOUTH FENCE, 1.7 FEET SOUTH OF A WITNESS POST,
 GJ0670'9.5 FEET WEST OF THE CENTERLINE OF THE ROAD AND 85.6 FEET NORTH OF
 GJ0670'A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0660 ***********************************************************************
 GJ0660  DESIGNATION -  CEDARDALE
 GJ0660  PID         -  GJ0660
 GJ0660  STATE/COUNTY-  OK/WOODWARD
 GJ0660  COUNTRY     -  US
 GJ0660  USGS QUAD   -  MOORELAND SE (2018)
 GJ0660
 GJ0660                         *CURRENT SURVEY CONTROL
 GJ0660  ______________________________________________________________________
 GJ0660* NAD 83(1993) POSITION- 36 19 19.12482(N) 099 03 09.63080(W)   ADJUSTED
 GJ0660* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 GJ0660  ______________________________________________________________________
 GJ0660  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 GJ0660  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 GJ0660  HORZ ORDER      -  FIRST
 GJ0660
 GJ0660.The horizontal coordinates were established by classical geodetic methods
 GJ0660.and adjusted by the National Geodetic Survey in November 1994.
 GJ0660
 GJ0660.The orthometric height was scaled from a topographic map.
 GJ0660
 GJ0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0660.GEOID18 height accuracy estimate available here.
 GJ0660
 GJ0660.Click photographs - Photos may exist for this station.
 GJ0660
 GJ0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0660
 GJ0660. The following values were computed from the NAD 83(1993) position.
 GJ0660
 GJ0660;                    North         East     Units Scale Factor Converg.
 GJ0660;SPC OK N     -   147,190.535   505,480.907   MT  0.99994903   -0 37 16.4
 GJ0660;SPC OK N     -   482,907.61  1,658,398.61   sFT  0.99994903   -0 37 16.4
 GJ0660;UTM  14      - 4,019,662.893   495,271.881   MT  0.99960028   -0 01 52.3
 GJ0660
 GJ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0660!SPC OK N     -   0.99991114  x   0.99994903  =   0.99986018
 GJ0660!UTM  14      -   0.99991114  x   0.99960028  =   0.99951146
 GJ0660
 GJ0660:                Primary Azimuth Mark                     Grid Az
 GJ0660:SPC OK N     -  CEDARDALE AZ MK 2                        141 17 36.3
 GJ0660:UTM  14      -  CEDARDALE AZ MK 2                        140 42 12.2
 GJ0660
 GJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9527119662(NAD 83)
 GJ0660
 GJ0660|---------------------------------------------------------------------|
 GJ0660| PID    Reference Object                     Distance      Geod. Az  |
 GJ0660|                                                           dddmmss.s |
 GJ0660| CK8300 CEDARDALE RM 1                       27.513 METERS 02946     |
 GJ0660| CK8299 CEDARDALE AZ MK 2                                  1404019.9 |
 GJ0660| CK8298 CEDARDALE AZ MK                                    1435200.1 |
 GJ0660| CK8301 CEDARDALE RM 2                       24.469 METERS 24018     |
 GJ0660| GJ0666 MOORELAND WEST ELEC PWR TK          APPROX.20.2 KM 3093442.0 |
 GJ0660| GJ0663 MOORELAND MUNICIPAL WATER TANK      APPROX.18.9 KM 3141449.0 |
 GJ0660| GJ0658 MOORELAND MICROWAVE RELAY MAST      APPROX.13.7 KM 3371133.8 |
 GJ0660| GJ0647 AMARILLO KANSAS CITY BCN 16         APPROX.21.8 KM 3395837.7 |
 GJ0660|---------------------------------------------------------------------|
 GJ0660
 GJ0660                          SUPERSEDED SURVEY CONTROL
 GJ0660
 GJ0660  NAD 83(1986)-  36 19 19.12885(N)    099 03 09.61811(W) AD(       ) 1
 GJ0660  NAD 27      -  36 19 18.99403(N)    099 03 08.26417(W) AD(       ) 1
 GJ0660
 GJ0660.Superseded values are not recommended for survey control.
 GJ0660
 GJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0660.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0660
 GJ0660_MARKER: DS = TRIANGULATION STATION DISK
 GJ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0660_STAMPING: CEDARDALE 1934
 GJ0660_MARK LOGO: CGS
 GJ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0660+STABILITY: SURFACE MOTION
 GJ0660
 GJ0660  HISTORY     - Date     Condition        Report By
 GJ0660  HISTORY     - 1934     MONUMENTED       CGS
 GJ0660  HISTORY     - 1963     GOOD             CGS
 GJ0660
 GJ0660                          STATION DESCRIPTION
 GJ0660
 GJ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0660'STATION IS LOCATED IN ABOUT THE CENTER OF THE SOUTHEAST QUARTER
 GJ0660'OF SEC. 6, R. 17 W., T. 21 N., 2.5 MILES WEST-NORTHWEST OF
 GJ0660'TOWN OF CEDARDALE ON TOP OF DIVIDE BETWEEN NORTH CANADIAN
 GJ0660'AND CIMARRON RIVERS ON THE SUMMIT OF A HIGH HILL COVERED WITH
 GJ0660'BLACKJACK AND OAK TREES IN PASTURE LAND OWNED BY MR. CATTLET.
 GJ0660'
 GJ0660'REACHED FROM THE CHESTER POST OFFICE AT THE JUNCTION OF STATE
 GJ0660'HIGHWAY 14 AND U.S. HIGHWAY 60 BY GOING NORTH ON STATE HIGHWAY 14
 GJ0660'7.8 MILES (OR 1.25 MILES BEYOND A WOODEN BRIDGE IN A CANYON)
 GJ0660'TO WHERE THIS ROAD MAKES A SHARP TURN TO THE RIGHT (EAST) AT
 GJ0660'A WOODEN CULVERT, THEN TURN LEFT (WEST) ON DIRT SECTION-LINE
 GJ0660'ROAD AND FOLLOW MAIN ROAD WEST 0.5 MILE THENCE 0.5 MILE SOUTH
 GJ0660'AND 3.0 MILES WEST TO MAIN CROSSROADS IN CEDARDALE.  THEN
 GJ0660'CONTINUE WEST ON DIRT ROAD 3.0 MILES TO ANOTHER CROSS ROAD,
 GJ0660'TURN RIGHT (NORTH) AND GO 0.25 MILE TO MR. GLEN HARTLEYS
 GJ0660'HOME.  FROM THIS POINT PROCEED STRAIGHT WEST ON DIM
 GJ0660'WINDING TRAIL 0.25 MILE THROUGH PASTURE TO TOP OF HILL AND
 GJ0660'STATION.
 GJ0660'
 GJ0660'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF STATION IN
 GJ0660'SOUTHWEST ANGLE OF CROSS ROAD, 50 FEET SOUTHWEST OF POINT OF
 GJ0660'INTERSECTION.
 GJ0660'
 GJ0660'REFERENCE MARK NO. 1 IS 27.513 METERS (90.26 FEET) NORTHEAST
 GJ0660'OF STATION ON NORTHEASTERN EDGE OF HILL.
 GJ0660'
 GJ0660'REFERENCE MARK NO. 2 IS 24.469 METERS (80.28 FEET) SOUTHWEST
 GJ0660'OF STATION ON SOUTHWESTERN EDGE OF HILL.
 GJ0660'
 GJ0660'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0660
 GJ0660                          STATION RECOVERY (1963)
 GJ0660
 GJ0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0660'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED.
 GJ0660'THE AZIMUTH MARK COULD NOT BE FOUND.  A NEW AZIMUTH MARK WAS
 GJ0660'SET.  FOLLOWING IS DESCRIPTION OF THE AZIMUTH MARK AND THE
 GJ0660'DISTANCE AND DIRECTION.
 GJ0660'
 GJ0660'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD,
 GJ0660'0.4 MILE SOUTHEAST OF THE STATION.  IT IS 61 FEET EAST OF THE
 GJ0660'CENTERLINE OF A GRADED ROAD LEADING SOUTH, 35 FEET SOUTH OF THE
 GJ0660'CENTERLINE OF A GRADED ROAD LEADING WEST, 23 FEET EAST OF A
 GJ0660'FENCE CORNER POST, 3.8 FEET SOUTHEAST OF A WITNESS POST AND 1
 GJ0660'FOOT NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0587 ***********************************************************************
 EM0587  DESIGNATION -  CEMENT MUNICIPAL STANDPIPE
 EM0587  PID         -  EM0587
 EM0587  STATE/COUNTY-  OK/CADDO
 EM0587  COUNTRY     -  US
 EM0587  USGS QUAD   -  CYRIL (2018)
 EM0587
 EM0587                         *CURRENT SURVEY CONTROL
 EM0587  ______________________________________________________________________
 EM0587* NAD 83(1993) POSITION- 34 56 05.58517(N) 098 08 09.59694(W)   ADJUSTED
 EM0587  ______________________________________________________________________
 EM0587  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 EM0587  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 EM0587  HORZ ORDER      -  THIRD
 EM0587
 EM0587.The horizontal coordinates were established by classical geodetic methods
 EM0587.and adjusted by the National Geodetic Survey in November 1994.
 EM0587
 EM0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0587.GEOID18 height accuracy estimate available here.
 EM0587
 EM0587.Click photographs - Photos may exist for this station.
 EM0587
 EM0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0587
 EM0587. The following values were computed from the NAD 83(1993) position.
 EM0587
 EM0587;                    North         East     Units Scale Factor Converg.
 EM0587;SPC OK S     -   177,659.996   587,575.627   MT  0.99995461   -0 04 37.9
 EM0587;SPC OK S     -   582,872.84  1,927,737.70   sFT  0.99995461   -0 04 37.9
 EM0587;UTM  14      - 3,866,162.771   578,904.951   MT  0.99967673   +0 29 41.2
 EM0587
 EM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7890466162(NAD 83)
 EM0587
 EM0587                          SUPERSEDED SURVEY CONTROL
 EM0587
 EM0587  NAD 83(1986)-  34 56 05.59266(N)    098 08 09.58123(W) AD(       ) 3
 EM0587  NAD 27      -  34 56 05.35400(N)    098 08 08.40800(W) AD(       ) 3
 EM0587
 EM0587.Superseded values are not recommended for survey control.
 EM0587
 EM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0587.See file dsdata.pdf to determine how the superseded data were derived.
 EM0587
 EM0587_MARKER: 52 = STANDPIPE TANK
 EM0587
 EM0587  HISTORY     - Date     Condition        Report By
 EM0587  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0587  HISTORY     - 1963     GOOD             CGS
 EM0587
 EM0587                          STATION DESCRIPTION
 EM0587
 EM0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0587'THE STANDPIPE IS LOCATED ON TOP OF KECHI HILL AT THE EAST EDGE
 EM0587'OF CEMENT AND IS ABOUT 200 FEET SOUTHEAST OF THE CEMENT GRADE
 EM0587'SCHOOL.  IT IS PAINTED ALUMINUM IN COLOR AND THE CENTER OF THE
 EM0587'STANDPIPE WAS OBSERVED UPON.  ITS HEIGHT IS 42 FEET.
 EM0587
 EM0587                          STATION RECOVERY (1963)
 EM0587
 EM0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0587'STATION RECOVERED AS DESCRIBED.  THERE HAS BEEN A NEW STANDPIPE
 EM0587'STYLE WATER TANK BUILT JUST SOUTH OF THE ORIGIONAL STANDPIPE.
 EM0587'THE OLD STANDPIPE IS NO LONGER IN USE AND IT MAY BE TAKEN
 EM0587'DOWN IN THE NEAR FUTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0829 ***********************************************************************
 EL0829  DESIGNATION -  CENTER
 EL0829  PID         -  EL0829
 EL0829  STATE/COUNTY-  OK/PONTOTOC
 EL0829  COUNTRY     -  US
 EL0829  USGS QUAD   -  VANOSS (2018)
 EL0829
 EL0829                         *CURRENT SURVEY CONTROL
 EL0829  ______________________________________________________________________
 EL0829* NAD 83(1993) POSITION- 34 47 48.87095(N) 096 49 07.52125(W)   ADJUSTED
 EL0829* NAD 83(1993) ELLIP HT-   294.025 (meters)        (11/28/94)   ADJUSTED
 EL0829* NAVD 88 ORTHO HEIGHT -   319.9   (meters)     1050.    (feet) VERTCON3
 EL0829  ______________________________________________________________________
 EL0829  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 EL0829  NAD 83(1993) X  -   -622,562.533 (meters)                     COMP
 EL0829  NAD 83(1993) Y  - -5,206,469.340 (meters)                     COMP
 EL0829  NAD 83(1993) Z  -  3,619,555.767 (meters)                     COMP
 EL0829  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 EL0829  HORZ ORDER      -  SECOND
 EL0829  ELLP ORDER      -  FIFTH     CLASS I
 EL0829
 EL0829.The horizontal coordinates were established by classical geodetic methods
 EL0829.and adjusted by the National Geodetic Survey in November 1994.
 EL0829
 EL0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0829
 EL0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0829.GEOID18 height accuracy estimate available here.
 EL0829
 EL0829.Click photographs - Photos may exist for this station.
 EL0829
 EL0829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0829
 EL0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0829
 EL0829.The ellipsoidal height was determined by GPS observations
 EL0829.and is referenced to NAD 83.
 EL0829
 EL0829. The following values were computed from the NAD 83(1993) position.
 EL0829
 EL0829;                    North         East     Units Scale Factor Converg.
 EL0829;SPC OK S     -   162,978.064   708,090.717   MT  0.99994281   +0 40 13.8
 EL0829;SPC OK S     -   534,703.86  2,323,127.63   sFT  0.99994281   +0 40 13.8
 EL0829;UTM  14      - 3,852,689.637   699,549.617   MT  1.00009081   +1 14 42.6
 EL0829
 EL0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0829!SPC OK S     -   0.99995385  x   0.99994281  =   0.99989666
 EL0829!UTM  14      -   0.99995385  x   1.00009081  =   1.00004465
 EL0829
 EL0829:                Primary Azimuth Mark                     Grid Az
 EL0829:SPC OK S     -  CENTER AZ MK                             268 08 16.7
 EL0829:UTM  14      -  CENTER AZ MK                             267 33 47.9
 EL0829
 EL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9954952689(NAD 83)
 EL0829
 EL0829|---------------------------------------------------------------------|
 EL0829| PID    Reference Object                     Distance      Geod. Az  |
 EL0829|                                                           dddmmss.s |
 EL0829| EL0830 SUNRAY OIL CORP PUMP STA MAST       APPROX. 3.2 KM 1160728.9 |
 EL0829| CX9191 CENTER RM 1                          22.459 METERS 18217     |
 EL0829| CX9190 CENTER AZ MK                                       2684830.5 |
 EL0829| CX9192 CENTER RM 2                          18.410 METERS 26912     |
 EL0829|---------------------------------------------------------------------|
 EL0829
 EL0829                          SUPERSEDED SURVEY CONTROL
 EL0829
 EL0829  NAD 83(1986)-  34 47 48.87355(N)    096 49 07.50782(W) AD(       ) 2
 EL0829  NAD 27      -  34 47 48.57150(N)    096 49 06.44720(W) AD(       ) 2
 EL0829  NGVD 29 (11/30/89)  319.8    (m)  RAPSU86  model used  GPS OBS        
 EL0829
 EL0829.Superseded values are not recommended for survey control.
 EL0829
 EL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0829.See file dsdata.pdf to determine how the superseded data were derived.
 EL0829
 EL0829_MARKER: DS = TRIANGULATION STATION DISK
 EL0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0829_STAMPING: CENTER 1954
 EL0829_MARK LOGO: CGS
 EL0829_PROJECTION: FLUSH
 EL0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0829+STABILITY: SURFACE MOTION
 EL0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0829+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 EL0829
 EL0829  HISTORY     - Date     Condition        Report By
 EL0829  HISTORY     - 1954     MONUMENTED       CGS
 EL0829  HISTORY     - 1954     GOOD             CGS
 EL0829  HISTORY     - 19890301 GOOD             NGS
 EL0829  HISTORY     - 20010625 GOOD             NONE
 EL0829  HISTORY     - 20080226 GOOD             AIRDAT
 EL0829
 EL0829                          STATION DESCRIPTION
 EL0829
 EL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0829'THE STATION IS LOCATED ABOUT 8 MILES EAST OF STRATFORD AND
 EL0829'ABOUT 8 MILES WEST OF ADA ON THE NORTH SIDE OF STATE HIGHWAY
 EL0829'19.
 EL0829'
 EL0829'REACHED FROM THE POST OFFICE IN STRATFORD BY GOING NORTH FOR
 EL0829'0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 19.  TURN RIGHT AND
 EL0829'GO EAST FOR 7.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EL0829'EAST FOR 0.7 MILE TO THE STATION ON THE LEFT.
 EL0829'
 EL0829'THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 EL0829'AND IS FLUSH WITH THE GROUND.  IT IS 84 FEET SOUTH OF THE
 EL0829'SOUTHWEST CORNER OF A HOUSE, 39 FEET NORTH OF THE CENTER
 EL0829'LINE OF STATE HIGHWAY 19, 8 FEET SOUTHEAST OF A WITNESS POST
 EL0829'AND 6 FEET SOUTH OF A LARGE CORNER FENCE POST.  THE MARK IS
 EL0829'STAMPED CENTER 1954.
 EL0829'
 EL0829'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 EL0829'A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS
 EL0829'42 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 19 AND 2 FEET
 EL0829'NORTH OF A FENCE.  IT IS STAMPED CENTER NO 1 1954.
 EL0829'
 EL0829'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 EL0829'A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS
 EL0829'39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 19, 8 FEET SOUTH
 EL0829'OF A FENCE LINE AND 2 FEET SOUTH OF POWER LINE POLE NO. C A
 EL0829'1.  IT IS STAMPED CENTER NO 2 1954.
 EL0829'
 EL0829'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0829'CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS 104 FEET EAST
 EL0829'OF A FARM DRIVE, 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 EL0829'19 AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED CENTER 1954.
 EL0829
 EL0829                          STATION RECOVERY (1954)
 EL0829
 EL0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EL0829'RECOVERED IN GOOD CONDITION.
 EL0829
 EL0829                          STATION RECOVERY (1989)
 EL0829
 EL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EL0829'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EL0829'FOLLOWS.
 EL0829'THE STATION IS LOCATED 19.4 KM (12.05 MI) NORTH OF ROFF, 12.7 KM
 EL0829'(7.90 MI) WEST-NORTHWEST OF ADA, AND 12.7 KM (7.90 MI) EAST OF
 EL0829'STRATFORD.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EL0829'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 19 IN
 EL0829'WEST ADA, GO WESTERLY ON STATE HIGHWAY 19 FOR 11.4 KM (7.10 MI) TO THE
 EL0829'STATION ON THE RIGHT AT A WHITE HOUSE, AND IN THE SOUTHWEST EDGE OF
 EL0829'THE SMALL TOWN OF CENTER.
 EL0829'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 EL0829'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 18.4 KM (11.45 MI) EAST
 EL0829'OF A UTILITY POLE WITH ONE TRANSFORMER, 12.4 M (40.7 FT) WEST OF THE
 EL0829'CENTER OF A DRIVEWAY TO A WHITE HOUSE, 10.6 M (34.8 FT) NORTH OF THE
 EL0829'CENTERLINE OF THE HIGHWAY, 2.5 M (8.2 FT) SOUTHEAST OF A FENCE CORNER,
 EL0829'AND 2.8 M (9.2 FT) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 EL0829'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EL0829
 EL0829                          STATION RECOVERY (2001)
 EL0829
 EL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ALM)
 EL0829'RECOVERED AS DESCRIBED
 EL0829
 EL0829                          STATION RECOVERY (2008)
 EL0829
 EL0829'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 EL0829'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0923 ***********************************************************************
 FJ0923  DESIGNATION -  CENTRAL STATE HOSP NW TANK
 FJ0923  PID         -  FJ0923
 FJ0923  STATE/COUNTY-  OK/CLEVELAND
 FJ0923  COUNTRY     -  US
 FJ0923  USGS QUAD   -  EASON (2018)
 FJ0923
 FJ0923                         *CURRENT SURVEY CONTROL
 FJ0923  ______________________________________________________________________
 FJ0923* NAD 83(1993) POSITION- 35 01 06.91475(N) 097 12 47.10320(W)   ADJUSTED
 FJ0923  ______________________________________________________________________
 FJ0923  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 FJ0923  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 FJ0923  HORZ ORDER      -  THIRD
 FJ0923
 FJ0923.The horizontal coordinates were established by classical geodetic methods
 FJ0923.and adjusted by the National Geodetic Survey in November 1994.
 FJ0923
 FJ0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0923.GEOID18 height accuracy estimate available here.
 FJ0923
 FJ0923.Click photographs - Photos may exist for this station.
 FJ0923
 FJ0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0923
 FJ0923. The following values were computed from the NAD 83(1993) position.
 FJ0923
 FJ0923;                    North         East     Units Scale Factor Converg.
 FJ0923;SPC OK S     -   187,217.170   671,816.583   MT  0.99996460   +0 26 48.0
 FJ0923;SPC OK S     -   614,228.33  2,204,118.24   sFT  0.99996460   +0 26 48.0
 FJ0923;UTM  14      - 3,876,563.486   663,031.240   MT  0.99992758   +1 01 32.3
 FJ0923
 FJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6303176563(NAD 83)
 FJ0923
 FJ0923                          SUPERSEDED SURVEY CONTROL
 FJ0923
 FJ0923  NAD 83(1986)-  35 01 06.92016(N)    097 12 47.08789(W) AD(       ) 3
 FJ0923  NAD 27      -  35 01 06.65438(N)    097 12 45.99487(W) AD(       ) 3
 FJ0923
 FJ0923.Superseded values are not recommended for survey control.
 FJ0923
 FJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0923.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0923
 FJ0923_MARKER: 53 = ELEVATED TANK
 FJ0923
 FJ0923  HISTORY     - Date     Condition        Report By
 FJ0923  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0923
 FJ0923                          STATION DESCRIPTION
 FJ0923
 FJ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0923'THE STATION IS 6-1/2 MILES EAST OF LEXINGTON AND 0.2 MILE
 FJ0923'NORTH OF STATE HIGHWAY 39.  IT IS THE NORTHWEST ONE OF TWO
 FJ0923'WATER TANKS AND APPEARS TO BE SLIGHTLY HIGHER.  IT IS AN
 FJ0923'ELEVATED TANK, SILVER IN COLOR AND 125 FEET IN HEIGHT.  THE
 FJ0923'POINT OBSERVED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0776 ***********************************************************************
 GG0776  DESIGNATION -  CENTRALIA
 GG0776  PID         -  GG0776
 GG0776  STATE/COUNTY-  OK/CRAIG
 GG0776  COUNTRY     -  US
 GG0776  USGS QUAD   -  SANDERS (2019)
 GG0776
 GG0776                         *CURRENT SURVEY CONTROL
 GG0776  ______________________________________________________________________
 GG0776* NAD 83(1997) POSITION- 36 47 51.33700(N) 095 22 54.22105(W)   ADJUSTED
 GG0776* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GG0776  ______________________________________________________________________
 GG0776  GEOID HEIGHT    -        -29.473 (meters)                     GEOID18
 GG0776  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 GG0776  HORZ ORDER      -  FIRST
 GG0776
 GG0776.The horizontal coordinates were established by classical geodetic methods
 GG0776.and adjusted by the National Geodetic Survey in October 1998.
 GG0776
 GG0776.The orthometric height was scaled from a topographic map.
 GG0776
 GG0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0776.GEOID18 height accuracy estimate available here.
 GG0776
 GG0776.Click photographs - Photos may exist for this station.
 GG0776
 GG0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0776
 GG0776. The following values were computed from the NAD 83(1997) position.
 GG0776
 GG0776;                    North         East     Units Scale Factor Converg.
 GG0776;SPC OK N     -   202,605.982   833,646.084   MT  1.00000579   +1 32 42.6
 GG0776;SPC OK N     -   664,716.46  2,735,053.86   sFT  1.00000579   +1 32 42.6
 GG0776;UTM  15      - 4,075,065.528   287,505.372   MT  1.00015631   -1 25 37.8
 GG0776
 GG0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0776!SPC OK N     -   0.99995910  x   1.00000579  =   0.99996489
 GG0776!UTM  15      -   0.99995910  x   1.00015631  =   1.00011540
 GG0776
 GG0776:                Primary Azimuth Mark                     Grid Az
 GG0776:SPC OK N     -  CENTRALIA AZ MK                          091 07 16.9
 GG0776:UTM  15      -  CENTRALIA AZ MK                          094 05 37.3
 GG0776
 GG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8750575065(NAD 83)
 GG0776
 GG0776|---------------------------------------------------------------------|
 GG0776| PID    Reference Object                     Distance      Geod. Az  |
 GG0776|                                                           dddmmss.s |
 GG0776| CI1407 CENTRALIA AZ MK                                    0923959.5 |
 GG0776| CI1408 CENTRALIA RM 1                        7.132 METERS 09519     |
 GG0776| CI1409 CENTRALIA RM 2                       12.369 METERS 19553     |
 GG0776|---------------------------------------------------------------------|
 GG0776
 GG0776                          SUPERSEDED SURVEY CONTROL
 GG0776
 GG0776  NAD 83(1993)-  36 47 51.33945(N)    095 22 54.22133(W) AD(       ) 1
 GG0776  NAD 83(1986)-  36 47 51.35771(N)    095 22 54.20555(W) AD(       ) 1
 GG0776  NAD 27      -  36 47 51.05210(N)    095 22 53.30420(W) AD(       ) 1
 GG0776
 GG0776.Superseded values are not recommended for survey control.
 GG0776
 GG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0776.See file dsdata.pdf to determine how the superseded data were derived.
 GG0776
 GG0776_MARKER: DS = TRIANGULATION STATION DISK
 GG0776_SETTING: 66 = SET IN ROCK OUTCROP
 GG0776_STAMPING: CENTRALIA 1958
 GG0776_MARK LOGO: CGS
 GG0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0776+STABILITY: POSITION/ELEVATION WELL
 GG0776
 GG0776  HISTORY     - Date     Condition        Report By
 GG0776  HISTORY     - 1958     MONUMENTED       CGS
 GG0776
 GG0776                          STATION DESCRIPTION
 GG0776
 GG0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0776'THE STATION IS LOCATED ON A PROMINENT RIDGE THAT IS IN PASTURE
 GG0776'LAND, ABOUT 1.5 MILES WEST OF CENTRALIA AND IS ON THE
 GG0776'HIGHEST POINT OF THE RIDGE.  THE MARK IS A STANDARD DISK
 GG0776'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH
 GG0776'WITH THE SURFACE OF THE GROUND AND IS STAMPED CENTRALIA 1958.
 GG0776'
 GG0776'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF THE RIDGE.  THE
 GG0776'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GG0776'BEDROCK, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GG0776'STAMPED CENTRALIA NO 1 1958.
 GG0776'
 GG0776'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF THE RIDGE.  THE
 GG0776'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS A
 GG0776'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GG0776'AND IS STAMPED CENTRALIA NO 2 1958.
 GG0776'
 GG0776'AZIMUTH MARK IS 70 FEET SOUTHEAST OF THE CENTER OF THE T-ROAD.
 GG0776'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 GG0776'SOUTH END OF A CONCRETE CULVERT THAT PROJECTS 6 INCHES ABOVE
 GG0776'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CENTRALIA
 GG0776'1958.
 GG0776'
 GG0776'TO REACH THE STATION FROM THE POST OFFICE IN CENTRALIA, GO
 GG0776'SOUTH FOR 0.05 MILE TO A T-ROAD, TURN RIGHT AND GO WEST FOR 0.3
 GG0776'MILE TO A T-ROAD AND THE AZIMUTH MARK AS DESCRIBED, TURN
 GG0776'RIGHT AND GO NORTH FOR 0.3 MILE TO A CROSSROADS, TURN LEFT
 GG0776'AND GO WEST FOR 1.1 MILE TO A DRIVEWAY ON THE LEFT AND A CATTLE
 GG0776'GUARD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A RANCH HOUSE
 GG0776'AND THE END OF TRUCK TRAVEL, FROM HERE PACK SOUTHWESTERLY
 GG0776'FOR ABOUT A 100 YARDS TO THE TOP OF RIDGE AND THE STATION
 GG0776'AS DESCRIBED.
 GG0776'
 GG0776'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0738 ***********************************************************************
 GH0738  DESIGNATION -  CERES
 GH0738  PID         -  GH0738
 GH0738  STATE/COUNTY-  OK/NOBLE
 GH0738  COUNTRY     -  US
 GH0738  USGS QUAD   -  CERES (2018)
 GH0738
 GH0738                         *CURRENT SURVEY CONTROL
 GH0738  ______________________________________________________________________
 GH0738* NAD 83(1993) POSITION- 36 29 33.14014(N) 097 19 11.83625(W)   ADJUSTED
 GH0738* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0738  ______________________________________________________________________
 GH0738  GEOID HEIGHT    -        -28.549 (meters)                     GEOID18
 GH0738  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 GH0738  HORZ ORDER      -  SECOND
 GH0738
 GH0738.The horizontal coordinates were established by classical geodetic methods
 GH0738.and adjusted by the National Geodetic Survey in November 1994.
 GH0738
 GH0738.The orthometric height was scaled from a topographic map.
 GH0738
 GH0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0738.GEOID18 height accuracy estimate available here.
 GH0738
 GH0738.Click photographs - Photos may exist for this station.
 GH0738
 GH0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0738
 GH0738. The following values were computed from the NAD 83(1993) position.
 GH0738
 GH0738;                    North         East     Units Scale Factor Converg.
 GH0738;SPC OK N     -   165,817.080   660,929.022   MT  0.99996146   +0 24 04.8
 GH0738;SPC OK N     -   544,018.20  2,168,397.97   sFT  0.99996146   +0 24 04.8
 GH0738;UTM  14      - 4,039,892.743   650,477.719   MT  0.99987898   +0 59 57.6
 GH0738
 GH0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0738!SPC OK N     -   0.99995550  x   0.99996146  =   0.99991696
 GH0738!UTM  14      -   0.99995550  x   0.99987898  =   0.99983448
 GH0738
 GH0738:                Primary Azimuth Mark                     Grid Az
 GH0738:SPC OK N     -  AIRPORT BCN PERRY MUN APT 1963           162 57 02.7
 GH0738:UTM  14      -  AIRPORT BCN PERRY MUN APT 1963           162 21 09.9
 GH0738
 GH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5047739892(NAD 83)
 GH0738
 GH0738|---------------------------------------------------------------------|
 GH0738| PID    Reference Object                     Distance      Geod. Az  |
 GH0738|                                                           dddmmss.s |
 GH0738| GH0740 AIRPORT BCN PERRY MUN APT 1963      APPROX.12.6 KM 1632107.5 |
 GH0738| CL4451 CERES RM 1                           18.597 METERS 17905     |
 GH0738| CL4452 CERES RM 2                           16.550 METERS 27114     |
 GH0738|---------------------------------------------------------------------|
 GH0738
 GH0738                          SUPERSEDED SURVEY CONTROL
 GH0738
 GH0738  NAD 83(1986)-  36 29 33.15028(N)    097 19 11.82426(W) AD(       ) 2
 GH0738  NAD 27      -  36 29 33.02539(N)    097 19 10.67469(W) AD(       ) 2
 GH0738
 GH0738.Superseded values are not recommended for survey control.
 GH0738
 GH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0738.See file dsdata.pdf to determine how the superseded data were derived.
 GH0738
 GH0738_MARKER: DS = TRIANGULATION STATION DISK
 GH0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0738_STAMPING: CERES 1963
 GH0738_MARK LOGO: CGS
 GH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0738+STABILITY: SURFACE MOTION
 GH0738
 GH0738  HISTORY     - Date     Condition        Report By
 GH0738  HISTORY     - 1963     MONUMENTED       CGS
 GH0738
 GH0738                          STATION DESCRIPTION
 GH0738
 GH0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0738'STATION IS ON THE NORTH SIDE OF AN EAST-WEST SECTION LINE ROAD,
 GH0738'ABOUT 7 MILES EAST AND 2-1/2 MILES SOUTH OF BILLINGS AND 2-1/2
 GH0738'MILES NORTHWEST OF CERES.
 GH0738'
 GH0738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 GH0738'STATE HIGHWAY 15, WHICH IS ABOUT 9 MILES EAST OF BILLINGS, GO
 GH0738'WEST ON HIGHWAY 15 FOR 2.0 MILES TO A BRICK SCHOOLHOUSE IN THE
 GH0738'SOUTHEAST ANGLE.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 2.6
 GH0738'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE, SOUTH ON
 GH0738'GRADED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST
 GH0738'FOR 0.05 MILE TO A TRIANGLE BLAZE ON A POWER LINE POLE AND THE
 GH0738'STATION ON THE RIGHT.
 GH0738'
 GH0738'STATION MARK IS A STANDARD DISK, STAMPED CERES 1963, SET IN
 GH0738'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 GH0738'IT IS 40 FEET WEST OF A POWER LINE POLE, 31 FEET NORTH OF THE
 GH0738'CENTERLINE OF A GRADED ROAD, 3.5 FEET NORTH OF A WITNESS POST AND
 GH0738'3 FEET SOUTH OF A WIRE FENCE.
 GH0738'
 GH0738'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CERES NO 1 1963,
 GH0738'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0738'INCHES.  IT IS 75 FEET SOUTHWEST OF THE POWER LINE POLE, 30
 GH0738'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF
 GH0738'A WIRE FENCE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GH0738'
 GH0738'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CERES NO 2 1963,
 GH0738'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 GH0738'INCHES.  IT IS 94 FEET WEST OF THE POWER LINE POLE, 33 FEET
 GH0738'NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 GH0738'FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GH0738'
 GH0738'AZIMUTH MARK IS A STANDARD DISK, STAMPED CERES 1963, SET IN
 GH0738'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GH0738'IT IS 103 FEET SOUTHEAST OF A POWER LINE POLE, 31 FEET EAST OF
 GH0738'THE CENTERLINE OF A GRADED ROAD, 3.2 FEET EAST OF A WITNESS
 GH0738'POST AND 1 FOOT WEST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0668 ***********************************************************************
 GJ0668  DESIGNATION -  CESTOS
 GJ0668  PID         -  GJ0668
 GJ0668  STATE/COUNTY-  OK/DEWEY
 GJ0668  COUNTRY     -  US
 GJ0668  USGS QUAD   -  MUTUAL NE (2018)
 GJ0668
 GJ0668                         *CURRENT SURVEY CONTROL
 GJ0668  ______________________________________________________________________
 GJ0668* NAD 83(1993) POSITION- 36 08 39.62227(N) 099 05 37.52936(W)   ADJUSTED
 GJ0668* NAVD 88 ORTHO HEIGHT -   572.    (meters)     1877.    (feet) SCALED
 GJ0668  ______________________________________________________________________
 GJ0668  GEOID HEIGHT    -        -27.906 (meters)                     GEOID18
 GJ0668  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 GJ0668  HORZ ORDER      -  FIRST
 GJ0668
 GJ0668.The horizontal coordinates were established by classical geodetic methods
 GJ0668.and adjusted by the National Geodetic Survey in November 1994.
 GJ0668
 GJ0668.The orthometric height was scaled from a topographic map.
 GJ0668
 GJ0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0668.GEOID18 height accuracy estimate available here.
 GJ0668
 GJ0668.Click photographs - Photos may exist for this station.
 GJ0668
 GJ0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0668
 GJ0668. The following values were computed from the NAD 83(1993) position.
 GJ0668
 GJ0668;                    North         East     Units Scale Factor Converg.
 GJ0668;SPC OK N     -   127,522.137   501,570.200   MT  0.99994549   -0 38 43.7
 GJ0668;SPC OK N     -   418,378.88  1,645,568.23   sFT  0.99994549   -0 38 43.7
 GJ0668;UTM  14      - 3,999,962.079   491,565.225   MT  0.99960088   -0 03 19.1
 GJ0668
 GJ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0668!SPC OK N     -   0.99991458  x   0.99994549  =   0.99986007
 GJ0668!UTM  14      -   0.99991458  x   0.99960088  =   0.99951549
 GJ0668
 GJ0668:                Primary Azimuth Mark                     Grid Az
 GJ0668:SPC OK N     -  CESTOS AZ MK                             088 34 56.3
 GJ0668:UTM  14      -  CESTOS AZ MK                             087 59 31.7
 GJ0668
 GJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME9156599962(NAD 83)
 GJ0668
 GJ0668|---------------------------------------------------------------------|
 GJ0668| PID    Reference Object                     Distance      Geod. Az  |
 GJ0668|                                                           dddmmss.s |
 GJ0668| CK8304 CESTOS AZ MK                                       0875612.6 |
 GJ0668| CK8305 CESTOS RM 1                          22.288 METERS 09005     |
 GJ0668| CK8306 CESTOS RM 2                          19.740 METERS 17843     |
 GJ0668|---------------------------------------------------------------------|
 GJ0668
 GJ0668                          SUPERSEDED SURVEY CONTROL
 GJ0668
 GJ0668  NAD 83(1986)-  36 08 39.62592(N)    099 05 37.51697(W) AD(       ) 1
 GJ0668  NAD 27      -  36 08 39.47710(N)    099 05 36.15512(W) AD(       ) 1
 GJ0668
 GJ0668.Superseded values are not recommended for survey control.
 GJ0668
 GJ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0668.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0668
 GJ0668_MARKER: DS = TRIANGULATION STATION DISK
 GJ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0668_STAMPING: CESTOS 1963
 GJ0668_MARK LOGO: CGS
 GJ0668_PROJECTION: FLUSH
 GJ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0668+STABILITY: SURFACE MOTION
 GJ0668
 GJ0668  HISTORY     - Date     Condition        Report By
 GJ0668  HISTORY     - 1963     MONUMENTED       CGS
 GJ0668  HISTORY     - 20150918 POOR             INDIV
 GJ0668
 GJ0668                          STATION DESCRIPTION
 GJ0668
 GJ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0668'THE STATION IS ABOUT 9-1/4 MILES WEST OF SEILING, 11-1/2 MILES EAST
 GJ0668'OF VICI IN THE OLD VILLAGE OF CESTOS, ON THE SOUTH SIDE OF U. S.
 GJ0668'HIGHWAY 60 AND IN THE NORTHWEST CORNER OF THE COMMUNITY BUILDING
 GJ0668'GROUNDS.
 GJ0668'
 GJ0668'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 270, 281 AND
 GJ0668'60 IN THE SOUTH PART OF SEILING, GO WEST ON U. S. HIGHWAY 60 FOR
 GJ0668'8.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 GJ0668'HIGHWAY FOR 0.65 MILE TO THE STATION ON THE LEFT.
 GJ0668'
 GJ0668'THE STATION MARK IS A STANDARD DISK, STAMPED CESTOS 1963, SET IN THE
 GJ0668'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0668'50.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30.0 FEET EAST OF
 GJ0668'THE CENTERLINE OF A DRIVEWAY LEADING TO A FARM HOUSE, 74.0 FEET
 GJ0668'WEST OF THE CENTER OF A SCHOOL BELL, 126.0 FEET NORTH-NORTHWEST OF
 GJ0668'THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 65.0 FEET
 GJ0668'NORTH-NORTHEAST OF A POWER LINE POLE AND 4.4 FEET SOUTH OF A METAL
 GJ0668'WITNESS POST.
 GJ0668'
 GJ0668'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CESTOS NO 1 1963, SET IN
 GJ0668'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0668'IS 51.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 60.0 FEET
 GJ0668'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 103.0
 GJ0668'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 5.4 FEET NORTH OF THE
 GJ0668'CENTER OF THE SCHOOL BELL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0668'
 GJ0668'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CESTOS NO 2 1963, SET
 GJ0668'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0668'IT IS 115.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30.0 FEET
 GJ0668'EAST OF THE DRIVEWAY, 74.4 FEET SOUTHEAST OF A POWER LINE POLE,
 GJ0668'93.4 FEET SOUTHWEST OF THE CENTER OF THE SCHOOL BELL, 122.0 FEET
 GJ0668'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING
 GJ0668'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GJ0668'
 GJ0668'AZIMUTH MARK IS A STANDARD DISK, STAMPED CESTOS 1963, SET IN THE TOP
 GJ0668'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 61.0
 GJ0668'FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 60, 2.3 FEET NORTH OF
 GJ0668'A METAL WITNESS POST, 2.0 FEET NORTH-NORTHWEST OF A TELEPHONE POLE
 GJ0668'AND 1.0 FEET SOUTH OF A FENCE.
 GJ0668
 GJ0668                          STATION RECOVERY (2015)
 GJ0668
 GJ0668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 GJ0668'BRASS MONUMENT IS DESTROYED, FOUND BROKEN ROD IN CONCRETE IN
 GJ0668'APPROXIMATE POSITION OF CESTOS MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0637 ***********************************************************************
 EM0637  DESIGNATION -  CHANDLER
 EM0637  PID         -  EM0637
 EM0637  STATE/COUNTY-  OK/COMANCHE
 EM0637  COUNTRY     -  US
 EM0637  USGS QUAD   -  FORT SILL (2018)
 EM0637
 EM0637                         *CURRENT SURVEY CONTROL
 EM0637  ______________________________________________________________________
 EM0637* NAD 83(1993) POSITION- 34 43 41.68812(N) 098 23 44.77383(W)   ADJUSTED
 EM0637* NAVD 88 ORTHO HEIGHT -   359.5   (meters)     1179.    (feet) VERTCON3
 EM0637  ______________________________________________________________________
 EM0637  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 EM0637  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC18
 EM0637  HORZ ORDER      -  THIRD
 EM0637
 EM0637.The horizontal coordinates were established by classical geodetic methods
 EM0637.and adjusted by the National Geodetic Survey in November 1994.
 EM0637
 EM0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0637
 EM0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0637.GEOID18 height accuracy estimate available here.
 EM0637
 EM0637.Click photographs - Photos may exist for this station.
 EM0637
 EM0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0637
 EM0637. The following values were computed from the NAD 83(1993) position.
 EM0637
 EM0637;                    North         East     Units Scale Factor Converg.
 EM0637;SPC OK S     -   154,800.016   563,754.096   MT  0.99993909   -0 13 28.7
 EM0637;SPC OK S     -   507,873.05  1,849,583.23   sFT  0.99993909   -0 13 28.7
 EM0637;UTM  14      - 3,843,073.507   555,318.971   MT  0.99963772   +0 20 39.2
 EM0637
 EM0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0637!SPC OK S     -   0.99994763  x   0.99993909  =   0.99988672
 EM0637!UTM  14      -   0.99994763  x   0.99963772  =   0.99958537
 EM0637
 EM0637:                Primary Azimuth Mark                     Grid Az
 EM0637:SPC OK S     -  29 B 34                                  173 19 45.3
 EM0637:UTM  14      -  29 B 34                                  172 45 37.4
 EM0637
 EM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5531843073(NAD 83)
 EM0637
 EM0637|---------------------------------------------------------------------|
 EM0637| PID    Reference Object                     Distance      Geod. Az  |
 EM0637|                                                           dddmmss.s |
 EM0637| EM0649 CHANDLER 2 RESET                     40.507 METERS 08320     |
 EM0637| EM0010 29 B 34                             414.324 METERS 1730616.6 |
 EM0637| CX6892 CHANDLER RM 2                        13.814 METERS 23035     |
 EM0637| CX6891 CHANDLER RM 1                         5.846 METERS 35403     |
 EM0637|---------------------------------------------------------------------|
 EM0637
 EM0637                          SUPERSEDED SURVEY CONTROL
 EM0637
 EM0637  NAD 83(1986)-  34 43 41.69353(N)    098 23 44.75846(W) AD(       ) 3
 EM0637  NAD 27      -  34 43 41.44400(N)    098 23 43.56400(W) AD(       ) 3
 EM0637  NGVD 29 (07/19/86)  359.4    (m)         1179.     (f) VERT ANG       
 EM0637
 EM0637.Superseded values are not recommended for survey control.
 EM0637
 EM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0637.See file dsdata.pdf to determine how the superseded data were derived.
 EM0637
 EM0637_MARKER: DS = TRIANGULATION STATION DISK
 EM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0637_STAMPING: CHANDLER 1947
 EM0637_MARK LOGO: CGS
 EM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0637+STABILITY: SURFACE MOTION
 EM0637
 EM0637  HISTORY     - Date     Condition        Report By
 EM0637  HISTORY     - 1948     MONUMENTED       CGS
 EM0637  HISTORY     - 1962     GOOD             CGS
 EM0637  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0637
 EM0637                          STATION DESCRIPTION
 EM0637
 EM0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0637'STATION IS LOCATED ABOUT 8.5 MILES NORTH OF LAWTON ON THE CHICAGO
 EM0637'ROCK ISLAND AND PACIFIC RAILROAD RIGHT-OF-WAY, 111 FEET EAST
 EM0637'OF THE CENTER OF U.S. HIGHWAY 277.  IT IS ON THE NORTH-SOUTH
 EM0637'RIDGE PARALLEL TO THE RAILROAD TRACKS, ABOUT 40 FEET WEST OF
 EM0637'THE WEST RAIL AND 6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 EM0637'IT IS STAMPED CHANDLER 1947 AND PROJECTS 5 INCHES.
 EM0637'
 EM0637'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST AND ABOUT THE SAME
 EM0637'ELEVATION AS THE STATION.  IT IS 110 FEET EAST OF THE CENTER
 EM0637'OF U.S. HIGHWAY 277 ON THE NORTH-SOUTH RIDGE PARALLEL TO THE
 EM0637'RAILROAD CUT.  IT IS STAMPED CHANDLER NO 1 1947 AND PROJECTS
 EM0637'5 INCHES.
 EM0637'
 EM0637'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST AND ABOUT 8 FEET BELOW
 EM0637'THE STATION MARK.  IT IS ON THE RIGHT-OF-WAY AND 72.5 FEET
 EM0637'EAST OF THE CENTER OF U.S. HIGHWAY 277 AND 2 FEET NORTH-NORTHWEST
 EM0637'OF A TELEPHONE POLE.  IT IS STAMPED CHANDLER NO 2 1947 AND
 EM0637'PROJECTS 5 INCHES.
 EM0637'
 EM0637'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 135 FEET EAST
 EM0637'OF THE CENTER OF U.S. HIGHWAY 277, 20.5 FEET SOUTH OF THE
 EM0637'CENTER OF A DIRT ROAD EAST, 29.5 FEET WEST OF THE WEST RAIL
 EM0637'OF THE RAILROAD TRACKS AND 4.5 FEET WEST-NORTHWEST OF A RAILROAD
 EM0637'CROSSING SIGN POST.  THE MARK IS A U.S.C. AND G.S. AND STATE
 EM0637'SURVEY STATION MARK AND IS SET IN TOP OF A 6-INCH SQUARE
 EM0637'CONCRETE POST.  IT IS STAMPED 29B34-TT 1934 AND PROJECTS 2
 EM0637'INCHES.
 EM0637'
 EM0637'TO REACH FROM THE JUNCTION OF D STREET AND U.S. HIGHWAY 277 IN
 EM0637'LAWTON, GO NORTH ON HIGHWAY 277 FOR 7.8 MILES TO JUNCTION OF
 EM0637'STATE HIGHWAY 49 (MEDICINE PARK ROAD).  CONTINUE STRAIGHT AHEAD
 EM0637'ON U.S. HIGHWAY 277 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 EM0637'RIGHT AS DESCRIBED.  FROM HERE, CONTINUE NORTH FOR 0.25 MILE
 EM0637'TO THE STATION ON THE RIGHT.
 EM0637'
 EM0637'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0637'
 EM0637'A 4 FOOT SIGNAL AT PORTER IS VISIBLE FROM THE GROUND.
 EM0637
 EM0637                          STATION RECOVERY (1962)
 EM0637
 EM0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 EM0637'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 EM0637'MARK WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN THE
 EM0637'ORIGINAL DESCRIPTION.
 EM0637'
 EM0637'AT THE REQUEST OF THE OKLAHOMA HIGHWAY DEPARTMENT, THE SURFACE
 EM0637'STATION MARK, REFERENCE MARKS NOS. 1, AND 2 WERE DESTROYED
 EM0637'TO CLEAR FOR AN OVERPASS AND WIDENING OF THE HIGHWAY, AFTER
 EM0637'CHANDLER 2 WAS ESTABLISHED IN THE NEAR VICINITY.
 EM0637'
 EM0637'NOTE--SEE DESCRIPTION FOR CHANDLER 2.
 EM0637
 EM0637                          STATION RECOVERY (1963)
 EM0637
 EM0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0637'NO EVIDENCE WAS FOUND OF THE STATION OR THE REFERENCE MARKS.
 EM0637'THE AREA WHERE THE STATION WAS LOCATED IS JUST SOUTH OF AN
 EM0637'OVERPASS THAT IS UNDER CONSTRUCTION AT THE PRESENT TIME.
 EM0637'THE AREA BETWEEN THE HIGHWAY AND THE RAILROAD HAS BEEN GRADED
 EM0637'DOWN AND THE MARKS HAVE EVIDENTLY BEEN ALL DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1280 ***********************************************************************
 FJ1280  DESIGNATION -  CHANDLER
 FJ1280  PID         -  FJ1280
 FJ1280  STATE/COUNTY-  OK/LINCOLN
 FJ1280  COUNTRY     -  US
 FJ1280  USGS QUAD   -  DAVENPORT (2018)
 FJ1280
 FJ1280                         *CURRENT SURVEY CONTROL
 FJ1280  ______________________________________________________________________
 FJ1280* NAD 83(1993) POSITION- 35 40 23.19841(N) 096 52 26.08341(W)   ADJUSTED
 FJ1280* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 FJ1280  ______________________________________________________________________
 FJ1280  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 FJ1280  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 FJ1280  HORZ ORDER      -  SECOND
 FJ1280
 FJ1280.The horizontal coordinates were established by classical geodetic methods
 FJ1280.and adjusted by the National Geodetic Survey in November 1994.
 FJ1280
 FJ1280.The orthometric height was scaled from a topographic map.
 FJ1280
 FJ1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1280.GEOID18 height accuracy estimate available here.
 FJ1280
 FJ1280.Click photographs - Photos may exist for this station.
 FJ1280
 FJ1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1280
 FJ1280. The following values were computed from the NAD 83(1993) position.
 FJ1280
 FJ1280;                    North         East     Units Scale Factor Converg.
 FJ1280;SPC OK N     -    75,274.807   701,945.518   MT  0.99998239   +0 39 52.4
 FJ1280;SPC OK N     -   246,964.10  2,302,966.25   sFT  0.99998239   +0 39 52.4
 FJ1280;UTM  14      - 3,949,775.141   692,421.168   MT  1.00005628   +1 14 24.8
 FJ1280
 FJ1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1280!SPC OK N     -   0.99995697  x   0.99998239  =   0.99993936
 FJ1280!UTM  14      -   0.99995697  x   1.00005628  =   1.00001325
 FJ1280
 FJ1280:                Primary Azimuth Mark                     Grid Az
 FJ1280:SPC OK N     -  CHANDLER AZ MK                           120 23 56.2
 FJ1280:UTM  14      -  CHANDLER AZ MK                           119 49 23.8
 FJ1280
 FJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9242149775(NAD 83)
 FJ1280
 FJ1280|---------------------------------------------------------------------|
 FJ1280| PID    Reference Object                     Distance      Geod. Az  |
 FJ1280|                                                           dddmmss.s |
 FJ1280| CI1414 CHANDLER RM 1                        22.851 METERS 04750     |
 FJ1280| FJ1262 STROUD MUNICIPAL STANDPIPE          APPROX.20.9 KM 0651015.4 |
 FJ1280| FJ1273 STROUD ELLSWORTH RADIO              APPROX.22.2 KM 0682840.0 |
 FJ1280| CI1413 CHANDLER AZ MK                                     1210348.6 |
 FJ1280| CI1415 CHANDLER RM 2                        24.683 METERS 29830     |
 FJ1280|---------------------------------------------------------------------|
 FJ1280
 FJ1280                          SUPERSEDED SURVEY CONTROL
 FJ1280
 FJ1280  NAD 83(1986)-  35 40 23.20669(N)    096 52 26.06372(W) AD(       ) 2
 FJ1280  NAD 27      -  35 40 22.97278(N)    096 52 24.97288(W) AD(       ) 2
 FJ1280
 FJ1280.Superseded values are not recommended for survey control.
 FJ1280
 FJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1280.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1280
 FJ1280_MARKER: DS = TRIANGULATION STATION DISK
 FJ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1280_STAMPING: CHANDLER 1954
 FJ1280_MARK LOGO: CGS
 FJ1280_PROJECTION: PROJECTING
 FJ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1280+STABILITY: SURFACE MOTION
 FJ1280
 FJ1280  HISTORY     - Date     Condition        Report By
 FJ1280  HISTORY     - 1954     MONUMENTED       CGS
 FJ1280  HISTORY     - 1957     GOOD             CGS
 FJ1280
 FJ1280                          STATION DESCRIPTION
 FJ1280
 FJ1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1280'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 22, T. 14 N.,
 FJ1280'R. 4 E. ON THE HIGHEST POINT OF A RIDGE IN A PASTURE OWNED BY
 FJ1280'MR. ALBERT CARPENTER AND LEASED BY FRED TURNER.  IT IS 2 MILES
 FJ1280'SOUTH OF CHANDLER, 1 MILE EAST OF STATE HIGHWAY 18 AND 0.1 MILE
 FJ1280'EAST OF A DIRT ROAD.
 FJ1280'
 FJ1280'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STAT HIGHWAY 18
 FJ1280'AT THE SOUTHWEST EDGE OF CHANDLER, GO SOUTH ON STATE HIGHWAY 18
 FJ1280'FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR 0.9
 FJ1280'MILE TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.4 MILE TO TOP
 FJ1280'OF GRADE AND A WIRE GATE ON RIGHT, TURN RIGHT THROUGH THE GATE
 FJ1280'AND PICK WAY NORTHEASTERLY FOR 0.15 MILE TO THE HIGHEST POINT
 FJ1280'AND THE STATION.
 FJ1280'
 FJ1280'THE STATION MARK IS 185 FEET SOUTH OF A FENCE, 144 FEET SOUTH
 FJ1280'OF A 2-INCH PIPELINE, 2 FEET SOUTH OF A WITNESS POST, ON A
 FJ1280'NORTH-SOUTH RIDGE ABOUT 10 FEET WIDE AND 1 FOOT HIGH (THIS RIDGE
 FJ1280'WAS PROBABLY FORMED BY SAND BANKING UP IN A FENCE LINE DURING
 FJ1280'DUST STORMS) AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 FJ1280'CHANDLER 1954.
 FJ1280'
 FJ1280'REFERENCE MARK NO. 1, NORTHEAST OF AND 3 FEET LOWER THAN THE
 FJ1280'STATION, IS 135 FEET SOUTH OF THE FENCE, 95 FEET SOUTH OF THE
 FJ1280'PIPELINE AND PROJECTS 1 INCH.  THE DISK IS STAMPED CHANDLER NO.
 FJ1280'1 1954.
 FJ1280'
 FJ1280'REFERENCE MARK NO. 2, WEST-NORTHWEST OF AND 5 FEET LOWER THAN
 FJ1280'THE STATION, IS 105 FEET SOUTH OF THE PIPELINE, PROJECTS 6
 FJ1280'INCHES AND THE DISK IS STAMPED CHANDLER NO. 2 1954.
 FJ1280'
 FJ1280'THE AZIMUTH MARK, 0.35 MILE EAST-SOUTHEAST OF THE STATION, IS
 FJ1280'APPROXIMATELY 0.3 MILE NORTH OF A FARMHOUSE, 65 FEET NORTH OF THE
 FJ1280'SOUTHWEST CORNER OF A GROVE OF TREES, 25 FEET EAST OF THE CENTER
 FJ1280'OF A TRACK ROAD, 10 FEET WEST OF THE WEST EDGE OF A GROVE OF
 FJ1280'TREES, 4 FEET NORTH OF A WITNESS POST AND PROJECTS 6 INCHES.
 FJ1280'THE DISK IS STAMPED CHANDLER 1954.
 FJ1280'
 FJ1280'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST AND
 FJ1280'EAST ALONG THE SUMMIT OF THE RIDGE FOR 0.35 MILE TO THE TRACK
 FJ1280'ROAD ALONG THE WEST EDGE OF THE GROVE OF TREES AND THE MARK ON
 FJ1280'THE SUMMIT OF THE RIDGE.
 FJ1280'
 FJ1280'HEIGHT OF LIGHT ABOVE STATION MARK 22 METER.
 FJ1280
 FJ1280                          STATION RECOVERY (1957)
 FJ1280
 FJ1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1280'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FJ1280'CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 FJ1280'A SLIGHT DIFFERENCE WAS FOUND IN THE MEASUREMENT TO THE
 FJ1280'REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0649 ***********************************************************************
 EM0649  DESIGNATION -  CHANDLER 2 RESET
 EM0649  PID         -  EM0649
 EM0649  STATE/COUNTY-  OK/COMANCHE
 EM0649  COUNTRY     -  US
 EM0649  USGS QUAD   -  FORT SILL (2018)
 EM0649
 EM0649                         *CURRENT SURVEY CONTROL
 EM0649  ______________________________________________________________________
 EM0649* NAD 83(1993) POSITION- 34 43 41.84070(N) 098 23 43.19242(W)   ADJUSTED
 EM0649* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 EM0649  ______________________________________________________________________
 EM0649  GEOID HEIGHT    -        -25.867 (meters)                     GEOID18
 EM0649  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC18
 EM0649  HORZ ORDER      -  SECOND
 EM0649
 EM0649.The horizontal coordinates were established by classical geodetic methods
 EM0649.and adjusted by the National Geodetic Survey in November 1994.
 EM0649
 EM0649.The orthometric height was scaled from a topographic map.
 EM0649
 EM0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0649.GEOID18 height accuracy estimate available here.
 EM0649
 EM0649.Click photographs - Photos may exist for this station.
 EM0649
 EM0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0649
 EM0649. The following values were computed from the NAD 83(1993) position.
 EM0649
 EM0649;                    North         East     Units Scale Factor Converg.
 EM0649;SPC OK S     -   154,804.560   563,794.344   MT  0.99993909   -0 13 27.8
 EM0649;SPC OK S     -   507,887.96  1,849,715.28   sFT  0.99993909   -0 13 27.8
 EM0649;UTM  14      - 3,843,078.449   555,359.161   MT  0.99963777   +0 20 40.1
 EM0649
 EM0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0649!SPC OK S     -   0.99994848  x   0.99993909  =   0.99988757
 EM0649!UTM  14      -   0.99994848  x   0.99963777  =   0.99958627
 EM0649
 EM0649:                Primary Azimuth Mark                     Grid Az
 EM0649:SPC OK S     -  29 B 34                                  178 54 55.1
 EM0649:UTM  14      -  29 B 34                                  178 20 47.2
 EM0649
 EM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5535943078(NAD 83)
 EM0649
 EM0649|---------------------------------------------------------------------|
 EM0649| PID    Reference Object                     Distance      Geod. Az  |
 EM0649|                                                           dddmmss.s |
 EM0649| CX6893 CHANDLER 2 RM 3                       8.686 METERS 17450     |
 EM0649| EM0010 29 B 34                             416.138 METERS 1784127.3 |
 EM0649| EM0637 CHANDLER                             40.507 METERS 26320     |
 EM0649| CX6894 CHANDLER 2 RM 4                       7.203 METERS 27056     |
 EM0649|---------------------------------------------------------------------|
 EM0649
 EM0649                          SUPERSEDED SURVEY CONTROL
 EM0649
 EM0649  NAD 83(1986)-  34 43 41.84610(N)    098 23 43.17705(W) AD(       ) 2
 EM0649  NAD 27      -  34 43 41.59700(N)    098 23 41.98300(W) AD(       ) 2
 EM0649
 EM0649.Superseded values are not recommended for survey control.
 EM0649
 EM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0649.See file dsdata.pdf to determine how the superseded data were derived.
 EM0649
 EM0649_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0649_STAMPING: CHANDLER 2 1962 1980
 EM0649_MARK LOGO: NGS
 EM0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0649+STABILITY: SURFACE MOTION
 EM0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0649+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 EM0649
 EM0649  HISTORY     - Date     Condition        Report By
 EM0649  HISTORY     - 1980     MONUMENTED       NGS
 EM0649  HISTORY     - 20000120 GOOD             LOCSUR
 EM0649  HISTORY     - 20090728 GOOD             INDIV
 EM0649
 EM0649                          STATION DESCRIPTION
 EM0649
 EM0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EM0649'THE STATION WAS FOUND LEANING.  THE AZIMUTH AND REFERENCE MARKS 3 AND
 EM0649'4 WERE FOUND IN GOOD CONDITION.  THE UNDERGROUND POINT WAS HELD AND A
 EM0649'NEW SURFACE MARK WAS SET AT THIS TIME.  THE DISTANCES AND DIRECTIONS
 EM0649'TO THE REFERENCE MARKS CHECKED WITH THE 1962 DATA.  THE AZIMUTH MARK
 EM0649'WAS NOT TAKEN AT THIS TIME DUE TO A TRUCK BROKEN DOWN ON LINE AND A
 EM0649'PILE OF FILL DIRT.  THE STATION IS LOCATED 8 MI (12.9 KM) NORTH OF
 EM0649'LAWTON, ON THE NORTHEAST EDGE OF FORT SILL AND ALONG OLD US HIGHWAY
 EM0649'281.  IT IS ON A CUT BANK 15 FT (4.6 M) HIGHER THAN THE SURROUNDING
 EM0649'LAND.  TO REACH FROM THE JUNCTION OF US HIGHWAY 62, 277 AND 281 IN THE
 EM0649'NORTHEAST EDGE OF LAWTON, GO NORTH ON US HIGHWAY 281 FOR 6.3 MI (10.1
 EM0649'KM) TO THE JUNCTION WITH STATE HIGHWAY 49.  TURN RIGHT ON 49 AND GO
 EM0649'EAST FOR 0.05 MI (0.08 KM) TO A FORK, BEAR LEFT ON OLD US HIGHWAY 281
 EM0649'AND GO NORTH FOR 1.0 MI (1.6 KM) TO THE AZIMUTH MARK ON THE RIGHT AS
 EM0649'DESCRIBED.  CONTINUE NORTH ON THE OLD ROAD FOR 0.25 MI (0.40 KM) TO
 EM0649'THE STATION ON THE RIGHT ON A HIGH CUT BANK.
 EM0649'THE SUB-SURFACE MARK IS A CGS DISK STAMPED CHANDLER 2 1962.
 EM0649'THE SURFACE DISK IS AN NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 EM0649'POST FLUSH WITH THE GROUND STAMPED CHANDLER 2 1962 1980.  IT IS 227 FT
 EM0649'(69.2 M) SOUTH OF A TRACK ROAD LEADING TO A PASTURE, 63 FT (19.2 M)
 EM0649'EAST OF THE EAST RAIL OF A RAILROAD TRACK, 34 FT (10.4 M) EAST OF A
 EM0649'FENCE, 30 FT (9.1 M) NORTH OF A FENCE AND 2 FT (0.6 M) NORTH OF A
 EM0649'METAL WITNESS POST.  REFERENCE MARK 3 IS A CGS DISK SET IN THE TOP OF
 EM0649'A SQUARE CONCRETE POST PROJECTING 4 INCHES AND STAMPED CHANDLER 2 NO 3
 EM0649'1962. IT IS 63 FT (19.2 M) EAST OF THE EAST RAIL, 34 FT (10.4 M) EAST
 EM0649'OF A FENCE AND 6 FT (1.8 M) NORTH OF A FENCE.  REFERENCE MARK 4 IS A
 EM0649'CGS DISK SET IN THE TOP OF A SQUARE CONCRETE POST STAMPED CHANDLER 2
 EM0649'NO 4 196 .  IT PROJECTS 4 INCHES AND IS 39 FT (11.9 M) EAST OF THE
 EM0649'EAST RAIL, 33 FT (10.1 M) NORTH OF A FENCE CORNER AND 2 FT (0.6 M)
 EM0649'EAST OF A FENCE.  THE AZIMUTH MARK IS A COAST AND GEODETIC AND STATE
 EM0649'SURVEY BENCH MARK DISK STAMPED TT 29 B 34.  IT IS SET IN THE TOP OF A
 EM0649'6X6 INCH CONCRETE POST PROJECTING 2 INCHES.  IT IS 29 FT (8.8 M) WEST
 EM0649'OF THE WEST RAIL OF THE RAILROAD TRACKS, 20 FT (6.1 M) SOUTH OF THE
 EM0649'CENTER OF A DIRT ROAD AND IS 200 FT (61.0 M) SOUTH OF THE CENTER OF
 EM0649'OLD US HIGHWAY 281.
 EM0649
 EM0649                          STATION RECOVERY (2000)
 EM0649
 EM0649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0649'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0649'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0649'NO OBSTRUCTIONS.
 EM0649
 EM0649                          STATION RECOVERY (2009)
 EM0649
 EM0649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0649'RECOVERED MARK, RM 3 AND RM 4.  THE AZIMUTH MARK 29 B 34 WAS FOUND TO
 EM0649'HAVE BEEN HIT AND IS MISSING THE CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1294 ***********************************************************************
 FJ1294  DESIGNATION -  CHANDLER COUNTY CTHSE DOME
 FJ1294  PID         -  FJ1294
 FJ1294  STATE/COUNTY-  OK/LINCOLN
 FJ1294  COUNTRY     -  US
 FJ1294  USGS QUAD   -  CHANDLER (2018)
 FJ1294
 FJ1294                         *CURRENT SURVEY CONTROL
 FJ1294  ______________________________________________________________________
 FJ1294* NAD 83(1993) POSITION- 35 42 07.50144(N) 096 52 53.25359(W)   ADJUSTED
 FJ1294  ______________________________________________________________________
 FJ1294  GEOID HEIGHT    -        -27.943 (meters)                     GEOID18
 FJ1294  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 FJ1294  HORZ ORDER      -  THIRD
 FJ1294
 FJ1294.The horizontal coordinates were established by classical geodetic methods
 FJ1294.and adjusted by the National Geodetic Survey in November 1994.
 FJ1294
 FJ1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1294.GEOID18 height accuracy estimate available here.
 FJ1294
 FJ1294.Click photographs - Photos may exist for this station.
 FJ1294
 FJ1294.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1294
 FJ1294. The following values were computed from the NAD 83(1993) position.
 FJ1294
 FJ1294;                    North         East     Units Scale Factor Converg.
 FJ1294;SPC OK N     -    78,481.286   701,225.254   MT  0.99997818   +0 39 36.4
 FJ1294;SPC OK N     -   257,484.02  2,300,603.19   sFT  0.99997818   +0 39 36.4
 FJ1294;UTM  14      - 3,952,974.454   691,668.643   MT  1.00005271   +1 14 12.1
 FJ1294
 FJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9166852974(NAD 83)
 FJ1294
 FJ1294                          SUPERSEDED SURVEY CONTROL
 FJ1294
 FJ1294  NAD 83(1986)-  35 42 07.51006(N)    096 52 53.23397(W) AD(       ) 3
 FJ1294  NAD 27      -  35 42 07.27957(N)    096 52 52.14032(W) AD(       ) 3
 FJ1294
 FJ1294.Superseded values are not recommended for survey control.
 FJ1294
 FJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1294.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1294
 FJ1294_MARKER: 87 = DOME
 FJ1294
 FJ1294  HISTORY     - Date     Condition        Report By
 FJ1294  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1294
 FJ1294                          STATION DESCRIPTION
 FJ1294
 FJ1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1294'THE STATION IS THE SILVER BALL ATOP THE DOME OF THE LINCOLN COUNTY
 FJ1294'COURTHOUSE, IN THE CENTER OF THE BUSINESS DISTRICT IN CHANDLER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1293 ***********************************************************************
 FJ1293  DESIGNATION -  CHANDLER MUNICIPAL STANDPIPE
 FJ1293  PID         -  FJ1293
 FJ1293  STATE/COUNTY-  OK/LINCOLN
 FJ1293  COUNTRY     -  US
 FJ1293  USGS QUAD   -  CHANDLER (2018)
 FJ1293
 FJ1293                         *CURRENT SURVEY CONTROL
 FJ1293  ______________________________________________________________________
 FJ1293* NAD 83(1993) POSITION- 35 42 22.30041(N) 096 52 47.71851(W)   ADJUSTED
 FJ1293  ______________________________________________________________________
 FJ1293  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 FJ1293  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 FJ1293  HORZ ORDER      -  THIRD
 FJ1293
 FJ1293.The horizontal coordinates were established by classical geodetic methods
 FJ1293.and adjusted by the National Geodetic Survey in November 1994.
 FJ1293
 FJ1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1293.GEOID18 height accuracy estimate available here.
 FJ1293
 FJ1293.Click photographs - Photos may exist for this station.
 FJ1293
 FJ1293.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1293
 FJ1293. The following values were computed from the NAD 83(1993) position.
 FJ1293
 FJ1293;                    North         East     Units Scale Factor Converg.
 FJ1293;SPC OK N     -    78,938.960   701,359.128   MT  0.99997761   +0 39 39.6
 FJ1293;SPC OK N     -   258,985.57  2,301,042.41   sFT  0.99997761   +0 39 39.6
 FJ1293;UTM  14      - 3,953,433.487   691,797.914   MT  1.00005333   +1 14 15.8
 FJ1293
 FJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9179753433(NAD 83)
 FJ1293
 FJ1293                          SUPERSEDED SURVEY CONTROL
 FJ1293
 FJ1293  NAD 83(1986)-  35 42 22.30993(N)    096 52 47.69871(W) AD(       ) 3
 FJ1293  NAD 27      -  35 42 22.07214(N)    096 52 46.60683(W) AD(       ) 3
 FJ1293
 FJ1293.Superseded values are not recommended for survey control.
 FJ1293
 FJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1293.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1293
 FJ1293_MARKER: 52 = STANDPIPE TANK
 FJ1293
 FJ1293  HISTORY     - Date     Condition        Report By
 FJ1293  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1293
 FJ1293                          STATION DESCRIPTION
 FJ1293
 FJ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1293'POINT OBSERVED UPON WAS CENTER OF STANDPIPE (PROBABLY MUNICIPAL
 FJ1293'WATER SUPPLY STATION) IN THE TOWN OF CHANDLER.  THE STATION
 FJ1293'WAS NOT VISITED.
 FJ1293'
 FJ1293'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS DOWELL,
 FJ1293'DAVIS AND LONG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1292 ***********************************************************************
 FJ1292  DESIGNATION -  CHANDLER SHERIFFS RAD MAST
 FJ1292  PID         -  FJ1292
 FJ1292  STATE/COUNTY-  OK/LINCOLN
 FJ1292  COUNTRY     -  US
 FJ1292  USGS QUAD   -  CHANDLER (2018)
 FJ1292
 FJ1292                         *CURRENT SURVEY CONTROL
 FJ1292  ______________________________________________________________________
 FJ1292* NAD 83(1993) POSITION- 35 42 07.50568(N) 096 52 54.06078(W)   ADJUSTED
 FJ1292  ______________________________________________________________________
 FJ1292  GEOID HEIGHT    -        -27.943 (meters)                     GEOID18
 FJ1292  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 FJ1292  HORZ ORDER      -  THIRD
 FJ1292
 FJ1292.The horizontal coordinates were established by classical geodetic methods
 FJ1292.and adjusted by the National Geodetic Survey in November 1994.
 FJ1292
 FJ1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1292.GEOID18 height accuracy estimate available here.
 FJ1292
 FJ1292.Click photographs - Photos may exist for this station.
 FJ1292
 FJ1292.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1292
 FJ1292. The following values were computed from the NAD 83(1993) position.
 FJ1292
 FJ1292;                    North         East     Units Scale Factor Converg.
 FJ1292;SPC OK N     -    78,481.183   701,204.962   MT  0.99997818   +0 39 35.9
 FJ1292;SPC OK N     -   257,483.68  2,300,536.61   sFT  0.99997818   +0 39 35.9
 FJ1292;UTM  14      - 3,952,974.146   691,648.351   MT  1.00005262   +1 14 11.6
 FJ1292
 FJ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9164852974(NAD 83)
 FJ1292
 FJ1292                          SUPERSEDED SURVEY CONTROL
 FJ1292
 FJ1292  NAD 83(1986)-  35 42 07.51431(N)    096 52 54.04116(W) AD(       ) 3
 FJ1292  NAD 27      -  35 42 07.28593(N)    096 52 52.94774(W) AD(       ) 3
 FJ1292
 FJ1292.Superseded values are not recommended for survey control.
 FJ1292
 FJ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1292.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1292
 FJ1292_MARKER: 42 = RADIO/TV MAST
 FJ1292
 FJ1292  HISTORY     - Date     Condition        Report By
 FJ1292  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1292
 FJ1292                          STATION DESCRIPTION
 FJ1292
 FJ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1292'THE STATION IS THE TOP OF THE MAST LOCATED ON TOP OF THE
 FJ1292'LINCOLN COUNTY JAIL IN CHANDLER.  THE MAST IS A FOUR LEGGED
 FJ1292'SKELETON STRUCTURE ABOUT 75 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0699 ***********************************************************************
 GJ0699  DESIGNATION -  CHANEY
 GJ0699  PID         -  GJ0699
 GJ0699  STATE/COUNTY-  OK/ELLIS
 GJ0699  COUNTRY     -  US
 GJ0699  USGS QUAD   -  FARGO NW (2018)
 GJ0699
 GJ0699                         *CURRENT SURVEY CONTROL
 GJ0699  ______________________________________________________________________
 GJ0699* NAD 83(1993) POSITION- 36 29 27.84992(N) 099 44 54.07742(W)   ADJUSTED
 GJ0699* NAVD 88 ORTHO HEIGHT -   736.9   (meters)     2418.    (feet) VERTCON3
 GJ0699  ______________________________________________________________________
 GJ0699  GEOID HEIGHT    -        -28.108 (meters)                     GEOID18
 GJ0699  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 GJ0699  HORZ ORDER      -  SECOND
 GJ0699  VERT ORDER      -  THIRD ? (See Below)
 GJ0699
 GJ0699.The horizontal coordinates were established by classical geodetic methods
 GJ0699.and adjusted by the National Geodetic Survey in November 1994.
 GJ0699
 GJ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0699
 GJ0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0699.GEOID18 height accuracy estimate available here.
 GJ0699
 GJ0699.The vertical order pertains to the NGVD 29 superseded value.
 GJ0699
 GJ0699.Click photographs - Photos may exist for this station.
 GJ0699
 GJ0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0699
 GJ0699. The following values were computed from the NAD 83(1993) position.
 GJ0699
 GJ0699;                    North         East     Units Scale Factor Converg.
 GJ0699;SPC OK N     -   166,851.064   443,359.507   MT  0.99996131   -1 01 54.4
 GJ0699;SPC OK N     -   547,410.53  1,454,588.65   sFT  0.99996131   -1 01 54.4
 GJ0699;UTM  14      - 4,038,677.795   432,972.626   MT  0.99965535   -0 26 42.2
 GJ0699
 GJ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0699!SPC OK N     -   0.99988877  x   0.99996131  =   0.99985008
 GJ0699!UTM  14      -   0.99988877  x   0.99965535  =   0.99954416
 GJ0699
 GJ0699:                Primary Azimuth Mark                     Grid Az
 GJ0699:SPC OK N     -  CHANEY AZ MK                             358 38 08.7
 GJ0699:UTM  14      -  CHANEY AZ MK                             358 02 56.5
 GJ0699
 GJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3297238677(NAD 83)
 GJ0699
 GJ0699|---------------------------------------------------------------------|
 GJ0699| PID    Reference Object                     Distance      Geod. Az  |
 GJ0699|                                                           dddmmss.s |
 GJ0699| CK8308 CHANEY RM 1                          13.599 METERS 00136     |
 GJ0699| CK8309 CHANEY RM 2                          29.597 METERS 26849     |
 GJ0699| CK8307 CHANEY AZ MK                                       3573614.3 |
 GJ0699|---------------------------------------------------------------------|
 GJ0699
 GJ0699                          SUPERSEDED SURVEY CONTROL
 GJ0699
 GJ0699  NAD 83(1986)-  36 29 27.85690(N)    099 44 54.06605(W) AD(       ) 2
 GJ0699  NAD 27      -  36 29 27.72803(N)    099 44 52.63533(W) AD(       ) 2
 GJ0699
 GJ0699.Superseded values are not recommended for survey control.
 GJ0699
 GJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0699.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0699
 GJ0699_MARKER: DS = TRIANGULATION STATION DISK
 GJ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0699_STAMPING: CHANEY 1963
 GJ0699_MARK LOGO: CGS
 GJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0699+STABILITY: SURFACE MOTION
 GJ0699
 GJ0699  HISTORY     - Date     Condition        Report By
 GJ0699  HISTORY     - 1963     MONUMENTED       CGS
 GJ0699  HISTORY     - 1976     GOOD             NGS
 GJ0699
 GJ0699                          STATION DESCRIPTION
 GJ0699
 GJ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0699'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF FORT SUPPLY, 10-3/4
 GJ0699'MILES NORTH OF GAGE AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY
 GJ0699'46.
 GJ0699'
 GJ0699'TO REACH THE STATION FROM THE POST OFFICE IN GAGE, GO NORTH ON STATE
 GJ0699'HIGHWAY 46 FOR 2.7 MILES TO A BRIDGE AND SIGN (25 MILE CREEK).
 GJ0699'CONTINUE NORTH ON THE HIGHWAY FOR 6.3 MILES TO WHERE THE HIGHWAY
 GJ0699'CURVES TO THE RIGHT, EAST, CONTINUE ON THE HIGHWAY FOR 0.8 MILE TO
 GJ0699'WHERE THE HIGHWAY CURVES BACK TO THE NORTH.  CONTINUE NORTH FOR
 GJ0699'3.0 MILES TO THE STATION ON THE RIGHT.
 GJ0699'
 GJ0699'THE STATION MARK IS A STANDARD DISK, STAMPED CHANEY 1963, SET IN THE
 GJ0699'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 GJ0699'48.7 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 46 AND ABOUT 4
 GJ0699'FEET HIGHER, 25.2 NORTH OF A NORTH GATE POST, 3 FEET WEST OF A
 GJ0699'NORTH-SOUTH FENCE AND 3 FEET NORTH OF A METAL WITNESS POST.
 GJ0699'
 GJ0699'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHANEY NO 1 1963, SET
 GJ0699'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0699'IT IS 50.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 GJ0699'OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE AND ABOUT THE SAME
 GJ0699'ELEVATION AS THE STATION.
 GJ0699'
 GJ0699'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHANEY NO 2 1963, SET
 GJ0699'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0699'IT IS 48.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST
 GJ0699'OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0699'
 GJ0699'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHANEY 1963, SET IN THE TOP
 GJ0699'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 50.6
 GJ0699'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 46, 28 FEET SOUTH OF
 GJ0699'THE CENTERLINE OF A DRIVEWAY, 15 FEET SOUTH OF A SOUTH GATE POST,
 GJ0699'4 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET WEST OF A METAL
 GJ0699'WITNESS POST.
 GJ0699'
 GJ0699'TO REACH THE MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY 46
 GJ0699'FOR 0.55 MILE TO THE MARK ON THE LEFT.
 GJ0699
 GJ0699                          STATION RECOVERY (1976)
 GJ0699
 GJ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0699'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0699'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1312 ***********************************************************************
 FJ1312  FBN         -  This is a Federal Base Network Control Station.
 FJ1312  DESIGNATION -  CHANPORT
 FJ1312  PID         -  FJ1312
 FJ1312  STATE/COUNTY-  OK/LINCOLN
 FJ1312  COUNTRY     -  US
 FJ1312  USGS QUAD   -  DAVENPORT (2018)
 FJ1312
 FJ1312                         *CURRENT SURVEY CONTROL
 FJ1312  ______________________________________________________________________
 FJ1312* NAD 83(2011) POSITION- 35 43 26.30907(N) 096 49 14.54507(W)   ADJUSTED
 FJ1312* NAD 83(2011) ELLIP HT-   270.375 (meters)        (06/27/12)   ADJUSTED
 FJ1312* NAD 83(2011) EPOCH   -  2010.00
 FJ1312* NAVD 88 ORTHO HEIGHT -   298.4   (meters)      979.    (feet) GPS OBS
 FJ1312  ______________________________________________________________________
 FJ1312  NAVD 88 orthometric height was determined with an earlier geoid model
 FJ1312  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 FJ1312  NAD 83(2011) X  -   -615,685.535 (meters)                     COMP
 FJ1312  NAD 83(2011) Y  - -5,147,470.386 (meters)                     COMP
 FJ1312  NAD 83(2011) Z  -  3,703,528.689 (meters)                     COMP
 FJ1312  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FJ1312
 FJ1312  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1312  Standards:
 FJ1312         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1312            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1312  -------------------------------------------------------------------
 FJ1312  NETWORK    0.21   0.41           0.09   0.08   0.21     -0.00082804
 FJ1312  -------------------------------------------------------------------
 FJ1312  Click here for local accuracies and other accuracy information.
 FJ1312
 FJ1312.This mark is at Chandler Airport (H01)
 FJ1312
 FJ1312.The horizontal coordinates were established by GPS observations
 FJ1312.and adjusted by the National Geodetic Survey in June 2012.
 FJ1312
 FJ1312.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1312.been affixed to the stable North American tectonic plate. See 
 FJ1312.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1312
 FJ1312.The horizontal coordinates are valid at the epoch date displayed above
 FJ1312.which is a decimal equivalence of Year/Month/Day.
 FJ1312
 FJ1312.The orthometric height was determined by GPS observations and a
 FJ1312.high-resolution geoid model.
 FJ1312
 FJ1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1312.GEOID18 height accuracy estimate available here.
 FJ1312
 FJ1312.Click photographs - Photos may exist for this station.
 FJ1312
 FJ1312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1312
 FJ1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1312
 FJ1312.The ellipsoidal height was determined by GPS observations
 FJ1312.and is referenced to NAD 83.
 FJ1312
 FJ1312. The following values were computed from the NAD 83(2011) position.
 FJ1312
 FJ1312;                    North         East     Units Scale Factor Converg.
 FJ1312;SPC OK N     -    80,975.000   706,693.433   MT  0.99997517   +0 41 45.4
 FJ1312;SPC OK N     -   265,665.48  2,318,543.37   sFT  0.99997517   +0 41 45.4
 FJ1312;UTM  14      - 3,955,523.310   697,111.928   MT  1.00007879   +1 16 22.3
 FJ1312
 FJ1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1312!SPC OK N     -   0.99995757  x   0.99997517  =   0.99993274
 FJ1312!UTM  14      -   0.99995757  x   1.00007879  =   1.00003635
 FJ1312
 FJ1312:                Primary Azimuth Mark                     Grid Az
 FJ1312:SPC OK N     -  CHANPORT AZ MK                           177 22 32.9
 FJ1312:UTM  14      -  CHANPORT AZ MK                           176 47 56.0
 FJ1312
 FJ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9711155523(NAD 83)
 FJ1312
 FJ1312|---------------------------------------------------------------------|
 FJ1312| PID    Reference Object                     Distance      Geod. Az  |
 FJ1312|                                                           dddmmss.s |
 FJ1312| FJ1313 CHANPORT AZ MK                      440.311 METERS 1780418.3 |
 FJ1312|---------------------------------------------------------------------|
 FJ1312
 FJ1312                          SUPERSEDED SURVEY CONTROL
 FJ1312
 FJ1312  NAD 83(2007)-  35 43 26.30899(N)    096 49 14.54559(W) AD(2002.00) 0
 FJ1312  ELLIP H (02/10/07)  270.390  (m)                       GP(2002.00)    
 FJ1312  ELLIP H (06/09/00)  270.398  (m)                       GP(       ) 2 2
 FJ1312  NAD 83(1993)-  35 43 26.30884(N)    096 49 14.54523(W) AD(       ) B
 FJ1312  ELLIP H (05/09/94)  270.460  (m)                       GP(       ) 4 2
 FJ1312  NAD 83(1986)-  35 43 26.31793(N)    096 49 14.54998(W) AD(       ) 2
 FJ1312  NAVD 88 (07/24/98)  298.4    (m)  GEOID96  model used  GPS OBS        
 FJ1312  NAVD 88 (01/13/95)  298.3    (m)  UNKNOWN  model used  GPS OBS        
 FJ1312  NAVD 88 (05/09/94)  298.4    (m)  GEOID93  model used  GPS OBS        
 FJ1312  NGVD 29 (11/30/89)  298.0    (m)  RAPSU86  model used  GPS OBS        
 FJ1312
 FJ1312.Superseded values are not recommended for survey control.
 FJ1312
 FJ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1312.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1312
 FJ1312_MARKER: I = METAL ROD
 FJ1312_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1312+WITH SETTING: INFORMATION.
 FJ1312_STAMPING: CHANPORT 1989
 FJ1312_MARK LOGO: NGS
 FJ1312_PROJECTION: FLUSH
 FJ1312_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1312+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 FJ1312_ROD/PIPE-DEPTH: 2.4 meters
 FJ1312_SLEEVE-DEPTH  : 1.0 meters
 FJ1312
 FJ1312  HISTORY     - Date     Condition        Report By
 FJ1312  HISTORY     - 1989     MONUMENTED       NGS
 FJ1312  HISTORY     - 19930423 GOOD             NGS
 FJ1312  HISTORY     - 19990820 GOOD             NGS
 FJ1312  HISTORY     - 20010517 GOOD             MSAM
 FJ1312  HISTORY     - 20021025 GOOD             JCLS
 FJ1312  HISTORY     - 20040527 GOOD             OKDOT
 FJ1312  HISTORY     - 20110419 MARK NOT FOUND   WOOLPT
 FJ1312
 FJ1312                          STATION DESCRIPTION
 FJ1312
 FJ1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1312'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) EAST-NORTHEAST OF
 FJ1312'CHANDLER, AT THE CHANDLER MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF
 FJ1312'THE JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP--CITY
 FJ1312'OF CHANDLER, C/O AIRPORT MANAGER AND CITY MANAGER SCOTT WINTZ, P O BOX
 FJ1312'576, CHANDLER OK 74834. PHONE (405) 258-0890.
 FJ1312'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 66 IN
 FJ1312'NORTH CHANDLER, GO EAST FOR 5.4 KM (3.35 MI) ON STATE HIGHWAY 66 TO A
 FJ1312'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.6 KM (1.00 MI) ON THE
 FJ1312'PAVED ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 FJ1312'(0.05 MI) ON THE AIRPORT ENTRANCE DRIVE PASSING THROUGH A GATE TO A
 FJ1312'TAXIWAY.  TURN RIGHT AND GO SOUTH FOR 50 METERS TO AN APRON.  TURN
 FJ1312'LEFT AND GO EASTERLY FOR 0.1 KM (0.05 MI) ACROSS APRON AND ON THE
 FJ1312'CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE
 FJ1312'RUNWAY.
 FJ1312'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1312'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.4 METERS IN A GREASE
 FJ1312'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1312'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED 52.9
 FJ1312'M (173.6 FT) EAST FROM THE EAST EDGE OF THE APRON, 29.5 M (96.8 FT)
 FJ1312'WEST FROM THE WEST EDGE OF THE RUNWAY, AND 14.7 M (48.2 FT) NORTH FROM
 FJ1312'THE NORTH EDGE OF THE CONNECTING TAXIWAY.
 FJ1312'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1312
 FJ1312                          STATION RECOVERY (1993)
 FJ1312
 FJ1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ1312'NOTE--THIS IS AN ACTIVE AIRPORT.  DO NOT VISIT STATION WITHOUT
 FJ1312'PERMISSION.  DO NOT DRIVE ON THE TAXI OR RUNWAY.  AIRCRAFT HAVE THE
 FJ1312'RIGHT-OF-WAY.
 FJ1312'STATION RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 FJ1312'SEARCHED FOR.
 FJ1312'STATION IS LOCATED ABOUT 7 KM (4.35 MI) EAST-NORTHEAST OF CHANDLER,
 FJ1312'1.6 KM (1.00 MI) NORTH OF STATE HIGHWAY 66, AT THE CHANDLER MUNICIPAL
 FJ1312'AIRPORT, ON A LARGE GRASSY BENCH BORDERED BY THE RUNWAY, TAXI AND THE
 FJ1312'APRON.  OWNERSHIP--CITY OF CHANDLER.  AIRPORT MANAGER IS LLOYD
 FJ1312'EASTON, C/O CHANDLER U.S.A., CHANDLER AVIATION DIVISION.  OFFICE
 FJ1312'PHONE IS 405-258-0354.
 FJ1312'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 18 AND 66 EAST ON THE
 FJ1312'NORTH SIDE OF CHANDLER, GO EAST ON HIGHWAY 66 FOR 4.97 KM (3.10 MI)
 FJ1312'TO A RAILROAD OVERPASS.  CONTINUE AHEAD FOR 0.46 KM (0.30 MI) TO A
 FJ1312'PAVED ROAD LEFT.  TURN LEFT, NORTH, ON ROAD FOR 1.60 KM (1.00 MI) TO
 FJ1312'A ROAD LEFT AND THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST,
 FJ1312'ON PAVED LANE FOR 0.10 KM (0.05 MI) TO ITS END AT A TAXI.  TURN
 FJ1312'RIGHT, SOUTH, FOR 20 M, THEN LEFT, EAST, ALONG APRON EDGE FOR 30 M
 FJ1312'(98.4 FT) TO CORNER OF APRON AND END OF VEHICLE TRAVEL.  WALK
 FJ1312'EASTERLY FOR 54 M (177.2 FT) TO THE STATION.
 FJ1312'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 FJ1312'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST SET 1 CM BELOW GROUND.
 FJ1312'IT IS 38.8 M (127.3 FT) WEST OF THE RUNWAY CENTER, 19.9 M (65.3 FT)
 FJ1312'NORTH OF, AND LEVEL WITH THE TAXI CENTER, 23.9 M (78.4 FT) NORTHWEST
 FJ1312'OF THE CENTER ONE OF THREE TAXI LIGHTS, 9.5 M (31.2 FT) NORTHWEST OF
 FJ1312'THE NORTH END OF A CONCRETE DRAIN PIPE, 30.2 M (99.1 FT) NORTHEAST OF
 FJ1312'THE TAXI CENTER AT THE STOP LINE, AND 53.7 M (176.2 FT)
 FJ1312'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE APRON.
 FJ1312
 FJ1312                          STATION RECOVERY (1999)
 FJ1312
 FJ1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FJ1312'THE STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTHEAST OF CHANDLER,
 FJ1312'AT THE CHANDLER MUNICIPAL AIRPORT, ON A CUT BANK NEAR THE NORTHEAST
 FJ1312'CORNER OF THE APRON.  OWNERSHIP--CITY OF CHANDLER, 1006 MANVEL AVENUE,
 FJ1312'CHANDLER OK 74834, PHONE 405-258-0354, 258-2481.  CONTACT MR. RANDY J.
 FJ1312'CARR, DIRECTOR OF MAINTENANCE, ONE DAY IN ADVANCE BEFORE OCCUPYING
 FJ1312'THIS STATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 FJ1312'HIGHWAYS 18 AND 66 ON THE NORTHEAST SIDE OF CHANDLER, GO EAST ON
 FJ1312'HIGHWAY 66 FOR 4.97 KM (3.10 MI) TO A RAILROAD OVERPASS BRIDGE.
 FJ1312'CONTINUE AHEAD, EAST ON HIGHWAY 66 FOR 0.48 KM (0.30 MI) TO THE
 FJ1312'JUNCTION OF A PAVED ROAD LEFT AND AIRPORT SIGN. TURN LEFT, NORTH ON
 FJ1312'THE ROAD FOR 1.61 KM (1.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 FJ1312'RIGHT.  TURN RIGHT, EAST ON THE ROAD FOR 0.08 KM (0.05 MI) TO AN
 FJ1312'ACCESS RAMP.  TURN RIGHT, SOUTH FOR ABOUT 50 FT (15.2 M) TO THE APRON.
 FJ1312'BEAR LEFT, SOUTHEAST ACROSS THE APRON TO THE TAXIWAY.  CONTINUE AHEAD,
 FJ1312'EAST ON TAXIWAY FOR ABOUT 100 FT (30.5 M) TO THE HOLD BAR AND THE
 FJ1312'STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 FJ1312'STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC
 FJ1312'PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH THE
 FJ1312'GROUND.  LOCATED 53.65 M (176.02 FT) SOUTHEAST OF THE NORTHEAST CORNER
 FJ1312'OF THE APRON, 38.87 M (127.53 FT) WEST OF THE CENTER OF THE RUNWAY,
 FJ1312'23.93 M (78.51 FT) NORTH OF THE CENTER OF THE TAXIWAY, 19.0 M (62.3
 FJ1312'FT) EAST-NORTHEAST OF A WOODEN POST WITH AIRPORT ELEVATION SIGN AND
 FJ1312'0.16 M (0.52 FT) WEST OF A SHORT OKDOT WITNESS POST.  NOTE--THIS
 FJ1312'STATION WAS USED AS A CTCORS.
 FJ1312
 FJ1312                          STATION RECOVERY (2001)
 FJ1312
 FJ1312'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FJ1312'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FJ1312'RECOVERED AS DESCRIBED.
 FJ1312'
 FJ1312
 FJ1312                          STATION RECOVERY (2002)
 FJ1312
 FJ1312'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ1312'RECOVERED IN GOOD CONDITION.
 FJ1312
 FJ1312                          STATION RECOVERY (2004)
 FJ1312
 FJ1312'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ1312'RECOVERED IN GOOD CONDITION.
 FJ1312
 FJ1312                          STATION RECOVERY (2011)
 FJ1312
 FJ1312'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 FJ1312'ASPHALT TAXIWAY HAS BEEN REMOVED, AND AREA GRADED ABOUT 3'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1313 ***********************************************************************
 FJ1313  DESIGNATION -  CHANPORT AZ MK
 FJ1313  PID         -  FJ1313
 FJ1313  STATE/COUNTY-  OK/LINCOLN
 FJ1313  COUNTRY     -  US
 FJ1313  USGS QUAD   -  DAVENPORT (2018)
 FJ1313
 FJ1313                         *CURRENT SURVEY CONTROL
 FJ1313  ______________________________________________________________________
 FJ1313* NAD 83(1993) POSITION- 35 43 12.02984(N) 096 49 13.95752(W)   ADJUSTED
 FJ1313* NAD 83(1993) ELLIP HT-   271.651 (meters)        (11/28/94)   ADJUSTED
 FJ1313* NAVD 88 ORTHO HEIGHT -   299.2   (meters)      982.    (feet) VERTCON3
 FJ1313  ______________________________________________________________________
 FJ1313  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 FJ1313  NAD 83(1993) X  -   -615,701.512 (meters)                     COMP
 FJ1313  NAD 83(1993) Y  - -5,147,728.310 (meters)                     COMP
 FJ1313  NAD 83(1993) Z  -  3,703,172.125 (meters)                     COMP
 FJ1313  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 FJ1313  HORZ ORDER      -  SECOND
 FJ1313  ELLP ORDER      -  FIFTH     CLASS I
 FJ1313
 FJ1313.This mark is at Chandler Airport (H01)
 FJ1313
 FJ1313.The horizontal coordinates were established by GPS observations
 FJ1313.and adjusted by the National Geodetic Survey in November 1994.
 FJ1313
 FJ1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1313
 FJ1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1313.GEOID18 height accuracy estimate available here.
 FJ1313
 FJ1313.Click photographs - Photos may exist for this station.
 FJ1313
 FJ1313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1313
 FJ1313.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1313
 FJ1313.The ellipsoidal height was determined by GPS observations
 FJ1313.and is referenced to NAD 83.
 FJ1313
 FJ1313. The following values were computed from the NAD 83(1993) position.
 FJ1313
 FJ1313;                    North         East     Units Scale Factor Converg.
 FJ1313;SPC OK N     -    80,535.130   706,713.544   MT  0.99997571   +0 41 45.8
 FJ1313;SPC OK N     -   264,222.34  2,318,609.35   sFT  0.99997571   +0 41 45.8
 FJ1313;UTM  14      - 3,955,083.619   697,136.469   MT  1.00007891   +1 16 22.2
 FJ1313
 FJ1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1313!SPC OK N     -   0.99995736  x   0.99997571  =   0.99993308
 FJ1313!UTM  14      -   0.99995736  x   1.00007891  =   1.00003627
 FJ1313
 FJ1313:                Primary Azimuth Mark                     Grid Az
 FJ1313:SPC OK N     -  CHANPORT                                 357 22 32.8
 FJ1313:UTM  14      -  CHANPORT                                 356 47 56.4
 FJ1313
 FJ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9713655083(NAD 83)
 FJ1313
 FJ1313|---------------------------------------------------------------------|
 FJ1313| PID    Reference Object                     Distance      Geod. Az  |
 FJ1313|                                                           dddmmss.s |
 FJ1313| FJ1312 CHANPORT                            440.311 METERS 3580418.6 |
 FJ1313|---------------------------------------------------------------------|
 FJ1313
 FJ1313                          SUPERSEDED SURVEY CONTROL
 FJ1313
 FJ1313  NAD 83(1986)-  35 43 12.03971(N)    096 49 13.96051(W) AD(       ) 2
 FJ1313  NGVD 29 (11/30/89)  299.1    (m)  RAPSU86  model used  GPS OBS        
 FJ1313
 FJ1313.Superseded values are not recommended for survey control.
 FJ1313
 FJ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1313.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1313
 FJ1313_MARKER: I = METAL ROD
 FJ1313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1313_STAMPING: CHANPORT AZ MK 1989
 FJ1313_MARK LOGO: NGS
 FJ1313_PROJECTION: FLUSH
 FJ1313_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1313+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2011
 FJ1313_ROD/PIPE-DEPTH: 3.6 meters
 FJ1313_SLEEVE-DEPTH  : 1.0 meters
 FJ1313
 FJ1313  HISTORY     - Date     Condition        Report By
 FJ1313  HISTORY     - 1989     MONUMENTED       NGS
 FJ1313  HISTORY     - 20110419 GOOD             WOOLPT
 FJ1313
 FJ1313                          STATION DESCRIPTION
 FJ1313
 FJ1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1313'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) EAST-NORTHEAST OF
 FJ1313'CHANDLER, AT THE CHANDLER MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND
 FJ1313'NEAR THE SOUTH END OF THE RUNWAY.  OWNERSHIP--CITY OF CHANDLER, C/O
 FJ1313'AIRPORT MANAGER AND CITY MANAGER SCOTT WINTZ, P O BOX 576, CHANDLER OK
 FJ1313'74834. PHONE (405) 258-0890.
 FJ1313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 66 IN
 FJ1313'NORTH CHANDLER, GO EAST FOR 5.4 KM (3.35 MI) ON HIGHWAY 66 TO A PAVED
 FJ1313'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.6 KM (1.00 MI) ON THE PAVED
 FJ1313'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 FJ1313'(0.05 MI) ON THE AIRPORT ENTRANCE DRIVE PASSING THROUGH A GATE TO A
 FJ1313'TAXIWAY.  TURN RIGHT AND GO SOUTH FOR 50 METERS ON THE TAXIWAY TO AN
 FJ1313'APRON.  TURN LEFT AND GO EASTERLY FOR 0.1 KM (0.05 MI) ACROSS THE
 FJ1313'APRON AND ON A CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO
 FJ1313'SOUTH FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT
 FJ1313'JUST BEFORE A PAVED TURN AROUND ON THE RIGHT.
 FJ1313'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1313'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.6 METERS IN A GREASE
 FJ1313'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1313'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1313'14.8 M (48.6 FT) NORTHWEST FROM THE CENTER OF THE CURVED JUNCTION OF
 FJ1313'THE RUNWAY AND THE TURN AROUND, 13.1 M (43.0 FT) NORTH FROM THE NORTH
 FJ1313'EDGE OF THE TURN AROUND, AND 12.9 M (42.3 FT) WEST FROM THE WEST EDGE
 FJ1313'OF THE RUNWAY.
 FJ1313'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1313
 FJ1313                          STATION RECOVERY (2011)
 FJ1313
 FJ1313'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 FJ1313'RUNWAY HAS BEEN EXTENDED, TURN AROUND AREA STILL EXIST BUT A NEW TURN
 FJ1313'AROUND AREA IS LOCATED FURTHER SOUTH NEAR THEV35 APPROACH. TIES ARE
 FJ1313'GOOD WITH THE FOLLOWING ADDITION.  MARK IS LOCATED 94' SE OF THE SE
 FJ1313'CORNER OF A CONCRETE PAD SUPPORTING THE EASTERN MOST LIGHT OF A 2 BOX
 FJ1313'PAPI FOR RUNWAY 35.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0899 ***********************************************************************
 EL0899  DESIGNATION -  CHAPMAN
 EL0899  PID         -  EL0899
 EL0899  STATE/COUNTY-  OK/MURRAY
 EL0899  COUNTRY     -  US
 EL0899  USGS QUAD   -  TURNER FALLS (2018)
 EL0899
 EL0899                         *CURRENT SURVEY CONTROL
 EL0899  ______________________________________________________________________
 EL0899* NAD 83(1993) POSITION- 34 24 59.88751(N) 097 08 58.78402(W)   ADJUSTED
 EL0899* NAVD 88 ORTHO HEIGHT -   420.    (meters)     1378.    (feet) SCALED
 EL0899  ______________________________________________________________________
 EL0899  GEOID HEIGHT    -        -25.234 (meters)                     GEOID18
 EL0899  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 EL0899  HORZ ORDER      -  SECOND
 EL0899
 EL0899.The horizontal coordinates were established by classical geodetic methods
 EL0899.and adjusted by the National Geodetic Survey in November 1994.
 EL0899
 EL0899.The orthometric height was scaled from a topographic map.
 EL0899
 EL0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0899.GEOID18 height accuracy estimate available here.
 EL0899
 EL0899.Click photographs - Photos may exist for this station.
 EL0899
 EL0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0899
 EL0899. The following values were computed from the NAD 83(1993) position.
 EL0899
 EL0899;                    North         East     Units Scale Factor Converg.
 EL0899;SPC OK S     -   120,492.474   678,167.061   MT  0.99994020   +0 28 57.6
 EL0899;SPC OK S     -   395,315.73  2,224,953.10   sFT  0.99994020   +0 28 57.6
 EL0899;UTM  14      - 3,809,905.514   670,046.685   MT  0.99995643   +1 02 45.9
 EL0899
 EL0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0899!SPC OK S     -   0.99993802  x   0.99994020  =   0.99987823
 EL0899!UTM  14      -   0.99993802  x   0.99995643  =   0.99989446
 EL0899
 EL0899:                Primary Azimuth Mark                     Grid Az
 EL0899:SPC OK S     -  CHAPMAN AZ MK                            147 54 51.0
 EL0899:UTM  14      -  CHAPMAN AZ MK                            147 21 02.7
 EL0899
 EL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7004609905(NAD 83)
 EL0899
 EL0899|---------------------------------------------------------------------|
 EL0899| PID    Reference Object                     Distance      Geod. Az  |
 EL0899|                                                           dddmmss.s |
 EL0899| CX9202 CHAPMAN RM 1                         16.329 METERS 04033     |
 EL0899| CX9201 CHAPMAN AZ MK                                      1482348.6 |
 EL0899| CX9203 CHAPMAN RM 2                         26.615 METERS 31021     |
 EL0899| EL0900 AIRWAY BCN 11 N SPRINGER 1955        43.690 METERS 34132     |
 EL0899| EL0852 WYNNEWOOD MUNICIPAL TANK            APPROX.24.9 KM 3552624.6 |
 EL0899|---------------------------------------------------------------------|
 EL0899
 EL0899                          SUPERSEDED SURVEY CONTROL
 EL0899
 EL0899  NAD 83(1986)-  34 24 59.89313(N)    097 08 58.77426(W) AD(       ) 2
 EL0899  NAD 27      -  34 24 59.57520(N)    097 08 57.70400(W) AD(       ) 2
 EL0899
 EL0899.Superseded values are not recommended for survey control.
 EL0899
 EL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0899.See file dsdata.pdf to determine how the superseded data were derived.
 EL0899
 EL0899_MARKER: DS = TRIANGULATION STATION DISK
 EL0899_SETTING: 66 = SET IN ROCK OUTCROP
 EL0899_STAMPING: CHAPMAN 1954
 EL0899_MARK LOGO: CGS
 EL0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0899+STABILITY: POSITION/ELEVATION WELL
 EL0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0899+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2002
 EL0899
 EL0899  HISTORY     - Date     Condition        Report By
 EL0899  HISTORY     - 1954     MONUMENTED       CGS
 EL0899  HISTORY     - 20020224 GOOD             OKSLS
 EL0899  HISTORY     - 20090419 MARK NOT FOUND   GEOCAC
 EL0899
 EL0899                          STATION DESCRIPTION
 EL0899
 EL0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0899'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH-SOUTHWEST OF
 EL0899'DAVIS, 7.0 MILES NORTH OF SPRINGER AND 0.5 MILE WEST OF
 EL0899'U.S. HIGHWAY 77 ON THE SUMMIT OF THE MOST PROMINENT HILL
 EL0899'IN THE ARBUCKLE MOUNTAIN RANGE.  IT IS ABOUT 100 YARDS SOUTH
 EL0899'OF AN A.T. AND T. RELAY TOWER, 143 FEET SOUTH-SOUTHEAST
 EL0899'OF AN AIRWAY BEACON AND 35 FEET WEST OF THE CENTER OF A
 EL0899'GRAVELED ROAD.  THE MARK IS STAMPED CHAPMAN 1954 AND IS
 EL0899'8 INCHES BELOW THE GROUND SURFACE.
 EL0899'
 EL0899'REFERENCE MARK NO. 1 IS 60 FEET SOUTH OF A POWER LINE POLE
 EL0899'AND 13 FEET EAST OF THE CENTER OF ROAD.  IT IS STAMPED CHAPMAN
 EL0899'NO 1 1954.
 EL0899'
 EL0899'REFERENCE MARK NO. 2 IS 79 FEET SOUTH-SOUTHWEST OF THE BEACON
 EL0899'AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 EL0899'IT IS STAMPED CHAPMAN NO 2 1954.
 EL0899'
 EL0899'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 102.6 FEET.
 EL0899'
 EL0899'THE AZIMUTH MARK IS IN THE EAST EDGE OF A PASTURE, 48 FEET
 EL0899'WEST OF THE CENTER OF U.S. HIGHWAY 77, 45 FEET NORTH OF
 EL0899'THE NORTH END OF AN ALUMINUM GATE AND 2 FEET WEST OF A NORTH-SOUTH
 EL0899'FENCE LINE.  IT IS STAMPED CHAPMAN 1954.
 EL0899'
 EL0899'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER, GO
 EL0899'NORTH ON U.S. HIGHWAY 77 FOR 6.4 MILES TO A GATE ON THE
 EL0899'LEFT AT LARGE SIGN SHOWING A CROSS SECTION OF THE ARBUCKLE
 EL0899'MOUNTAINS.  THE AZIMUTH MARK IS JUST NORTH OF GATE AS DESCRIBED.
 EL0899'TURN LEFT THROUGH GATE AND GO WEST AND NORTH ON MAIN TRAVELED
 EL0899'ROAD FOR 1.2 MILES TO THE SUMMIT OF HILL AND STATION AS
 EL0899'DESCRIBED.
 EL0899'
 EL0899'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 EL0899
 EL0899                          STATION RECOVERY (2002)
 EL0899
 EL0899'RECOVERY NOTE BY OKLAHOMA SOCIETY OF LAND SURVEYORS 2002 (MDC)
 EL0899'REFERANCE MARK NUMBER 1, BRASS CAP MISSING STUD STILL IN PLACE.
 EL0899'
 EL0899
 EL0899                          STATION RECOVERY (2009)
 EL0899
 EL0899'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0899'THIS TRIANGULATION STATION IS BEHIND A GATE WITH 13 LOCKS ON IT.  THE
 EL0899'TRIANGULATION STATION IS PROBABLY STILL THERE, BUT WILL NEED
 EL0899'PERMISSION AND AN ESCORT TO REACH.  WE LOOKED CAREFULLY FOR THE
 EL0899'AZIMUTH MARK.  ALTHOUGH WE FOUND A BOULDER WITH A HOLE IN IT THE SAME
 EL0899'DIAMETER OF A DISK, WE DID NOT FIND AN AZIMUTH DISK ITSELF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1013 ***********************************************************************
 GH1013  DESIGNATION -  CHARLEY
 GH1013  PID         -  GH1013
 GH1013  STATE/COUNTY-  OK/OSAGE
 GH1013  COUNTRY     -  US
 GH1013  USGS QUAD   -  CHARLEY CREEK EAST (2018)
 GH1013
 GH1013                         *CURRENT SURVEY CONTROL
 GH1013  ______________________________________________________________________
 GH1013* NAD 83(1997) POSITION- 36 42 50.42341(N) 096 50 01.83840(W)   ADJUSTED
 GH1013* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 GH1013  ______________________________________________________________________
 GH1013  GEOID HEIGHT    -        -28.817 (meters)                     GEOID18
 GH1013  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 GH1013  HORZ ORDER      -  THIRD
 GH1013
 GH1013.The horizontal coordinates were established by classical geodetic methods
 GH1013.and adjusted by the National Geodetic Survey in October 1998.
 GH1013
 GH1013.The orthometric height was scaled from a topographic map.
 GH1013
 GH1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1013.GEOID18 height accuracy estimate available here.
 GH1013
 GH1013.Click photographs - Photos may exist for this station.
 GH1013
 GH1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1013
 GH1013. The following values were computed from the NAD 83(1997) position.
 GH1013
 GH1013;                    North         East     Units Scale Factor Converg.
 GH1013;SPC OK N     -   190,805.096   704,185.501   MT  0.99999082   +0 41 17.5
 GH1013;SPC OK N     -   625,999.72  2,310,315.26   sFT  0.99999082   +0 41 17.5
 GH1013;UTM  14      - 4,065,333.895   693,468.748   MT  1.00006115   +1 17 43.4
 GH1013
 GH1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1013!SPC OK N     -   0.99994769  x   0.99999082  =   0.99993851
 GH1013!UTM  14      -   0.99994769  x   1.00006115  =   1.00000884
 GH1013
 GH1013:                Primary Azimuth Mark                     Grid Az
 GH1013:SPC OK N     -  CHARLEY AZ MK                            335 24 56.7
 GH1013:UTM  14      -  CHARLEY AZ MK                            334 48 30.8
 GH1013
 GH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9346865333(NAD 83)
 GH1013
 GH1013|---------------------------------------------------------------------|
 GH1013| PID    Reference Object                     Distance      Geod. Az  |
 GH1013|                                                           dddmmss.s |
 GH1013| GH1012 10 L 22 TT                           12.426 METERS 18613     |
 GH1013| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX.12.4 KM 2370122.2 |
 GH1013| CI1417 CHARLEY AZ MK                                      3360614.2 |
 GH1013| CI1418 CHARLEY RM 1                         14.332 METERS 34917     |
 GH1013|---------------------------------------------------------------------|
 GH1013
 GH1013                          SUPERSEDED SURVEY CONTROL
 GH1013
 GH1013  NAD 83(1993)-  36 42 50.42356(N)    096 50 01.83809(W) AD(       ) 3
 GH1013  NAD 83(1986)-  36 42 50.43650(N)    096 50 01.82618(W) AD(       ) 3
 GH1013  NAD 27      -  36 42 50.30071(N)    096 50 00.70095(W) AD(       ) 3
 GH1013
 GH1013.Superseded values are not recommended for survey control.
 GH1013
 GH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1013.See file dsdata.pdf to determine how the superseded data were derived.
 GH1013
 GH1013_MARKER: DS = TRIANGULATION STATION DISK
 GH1013_SETTING: 66 = SET IN ROCK OUTCROP
 GH1013_STAMPING: CHARLEY 1963
 GH1013_MARK LOGO: CGS
 GH1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1013+STABILITY: POSITION/ELEVATION WELL
 GH1013
 GH1013  HISTORY     - Date     Condition        Report By
 GH1013  HISTORY     - 1963     MONUMENTED       CGS
 GH1013  HISTORY     - 1972     GOOD             OKDH
 GH1013
 GH1013                          STATION DESCRIPTION
 GH1013
 GH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1013'THE STATION IS LOCATED ABOUT 14 MILES EAST OF PONCA CITY, ABOUT
 GH1013'6 MILES WEST-NORTHWEST OF BURBANK AND ABOUT 3 MILES SOUTH OF
 GH1013'KAW CITY, ON THE WEST SIDE OF A GRAVELED ROAD AT THE TOP OF
 GH1013'A RISE.
 GH1013'
 GH1013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 77
 GH1013'AT THE SOUTHEAST EDGE OF PONCA CITY, GO EAST ON U.S. HIGHWAY 60
 GH1013'FOR 7.25 MILES TO 9-MILE STATION ON THE RIGHT.  CONTINUE
 GH1013'EASTERLY ON THE HIGHWAY FOR 6.3 MILES TO A CROSSROADS, TURN LEFT
 GH1013'AND GO NORTHERLY ON A GRAVELED ROAD FOR 1.2 MILES TO THE TOP
 GH1013'OF A RISE AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 GH1013'MARK FROM THE STATION, CONTINUE NORTHERLY ON THE ROAD FOR 0.8
 GH1013'MILE TO THE MARK ON THE LEFT.
 GH1013'
 GH1013'THE STATION IS A STANDARD DISK, STAMPED CHARLEY 1963, CEMENTED
 GH1013'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  IT IS 29 FEET WEST
 GH1013'OF THE CENTER OF THE GRAVELED ROAD, 4.5 FEET NORTH OF A METAL
 GH1013'WITNESS POST AND 4 FEET EAST OF A FENCELINE.
 GH1013'
 GH1013'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHARLEY NO 1 1963,
 GH1013'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  IT IS 36
 GH1013'FEET WEST OF THE CENTER OF THE ROAD, 4.5 FEET WEST OF THE
 GH1013'FENCELINE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GH1013'
 GH1013'CONSERVATION COMMISSION OF OKLAHOMA, STATE SURVEY STATION
 GH1013'10 L 22 TT 1939 IS A BRONZE DISK, STAMPED 10 L 22 TT 1939,
 GH1013'CEMENTED IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH
 GH1013'PROJECTS ABOUT 5 INCHES.  IT IS 34 FEET WEST OF THE CENTERLINE
 GH1013'OF THE ROAD, 1 FOOT WEST OF THE FENCELINE AND ABOUT THE SAME
 GH1013'ELEVATION AS THE STATION.
 GH1013'
 GH1013'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHARLEY 1963,
 GH1013'CEMENTED IN A DRILL HOLE IN A 3 FT. X 5 FT. BOULDER WHICH
 GH1013'PROJECTS ABOUT 18 INCHES.  IT IS ABOUT 50 YARDS EAST OF A
 GH1013'ROCK OUTCROP ON THE CREST OF A HILL, 86 FEET WEST OF THE
 GH1013'CENTER OF THE ROAD AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 GH1013
 GH1013                          STATION RECOVERY (1972)
 GH1013
 GH1013'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1972 (RNS)
 GH1013'CHARLEY RECOVERED IN GOOD CONDITION.
 GH1013'
 GH1013'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GH1013'
 GH1013'R. M. 1 RECOVERED IN GOOD CONDITION.
 GH1013'
 GH1013'R. M. 2 RECOVERED IN GOOD CONDITION.
 GH1013'
 GH1013'STATION, AZIMUTH, R. M. 1 AND R. M. 2 WERE FOUND WITHOUT DIFFICULTY
 GH1013'USING THE PUBLISHED DESCRIPTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1210 ***********************************************************************
 FJ1210  DESIGNATION -  CHASE
 FJ1210  PID         -  FJ1210
 FJ1210  STATE/COUNTY-  OK/SEMINOLE
 FJ1210  COUNTRY     -  US
 FJ1210  USGS QUAD   -  SEMINOLE (2018)
 FJ1210
 FJ1210                         *CURRENT SURVEY CONTROL
 FJ1210  ______________________________________________________________________
 FJ1210* NAD 83(1993) POSITION- 35 13 46.88648(N) 096 40 29.75735(W)   ADJUSTED
 FJ1210* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 FJ1210  ______________________________________________________________________
 FJ1210  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 FJ1210  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 FJ1210  HORZ ORDER      -  THIRD
 FJ1210
 FJ1210.The horizontal coordinates were established by classical geodetic methods
 FJ1210.and adjusted by the National Geodetic Survey in November 1994.
 FJ1210
 FJ1210.The orthometric height was scaled from a topographic map.
 FJ1210
 FJ1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1210.GEOID18 height accuracy estimate available here.
 FJ1210
 FJ1210.Click photographs - Photos may exist for this station.
 FJ1210
 FJ1210.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1210
 FJ1210. The following values were computed from the NAD 83(1993) position.
 FJ1210
 FJ1210;                    North         East     Units Scale Factor Converg.
 FJ1210;SPC OK S     -   211,148.895   720,620.435   MT  0.99999928   +0 45 07.7
 FJ1210;SPC OK S     -   692,744.33  2,364,235.54   sFT  0.99999928   +0 45 07.7
 FJ1210;UTM  14      - 3,900,992.727   711,591.252   MT  1.00015179   +1 20 30.2
 FJ1210
 FJ1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1210!SPC OK S     -   0.99995876  x   0.99999928  =   0.99995804
 FJ1210!UTM  14      -   0.99995876  x   1.00015179  =   1.00011055
 FJ1210
 FJ1210:                Primary Azimuth Mark                     Grid Az
 FJ1210:SPC OK S     -  SEMINOLE MID CONT SUPPLY MAST            252 56 48.8
 FJ1210:UTM  14      -  SEMINOLE MID CONT SUPPLY MAST            252 21 26.3
 FJ1210
 FJ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1159100992(NAD 83)
 FJ1210
 FJ1210|---------------------------------------------------------------------|
 FJ1210| PID    Reference Object                     Distance      Geod. Az  |
 FJ1210|                                                           dddmmss.s |
 FJ1210| CI1422 CHASE RM 1                           15.084 METERS 04429     |
 FJ1210| FJ1216 SEMINOLE GULF REF CO MAST           APPROX. 2.3 KM 0933815.3 |
 FJ1210| FJ1213 SEMINOLE CAN VALLEY ELEC TOWER      APPROX. 0.7 KM 1074800.6 |
 FJ1210| FJ1209 SEMINOLE UNITED SUPPLY MAST         APPROX. 0.9 KM 1443052.4 |
 FJ1210| FJ1212 SEMINOLE LOVE PET CO MAST           APPROX. 1.0 KM 2420028.4 |
 FJ1210| FJ1214 SEMINOLE MID CONT SUPPLY MAST       APPROX. 0.8 KM 2534156.5 |
 FJ1210| FJ1217 LANE WELLS RAD KKQ 544 MAST         APPROX. 6.2 KM 2544650.1 |
 FJ1210| FJ1211 SEMINOLE CHEM PROC CO MAST          APPROX. 1.2 KM 2885457.5 |
 FJ1210| CI1423 CHASE RM 2                           22.446 METERS 30406     |
 FJ1210|---------------------------------------------------------------------|
 FJ1210
 FJ1210                          SUPERSEDED SURVEY CONTROL
 FJ1210
 FJ1210  NAD 83(1986)-  35 13 46.88966(N)    096 40 29.73941(W) AD(       ) 3
 FJ1210  NAD 27      -  35 13 46.61463(N)    096 40 28.67295(W) AD(       ) 3
 FJ1210
 FJ1210.Superseded values are not recommended for survey control.
 FJ1210
 FJ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1210.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1210
 FJ1210_MARKER: DS = TRIANGULATION STATION DISK
 FJ1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1210_STAMPING: CHASE 1957
 FJ1210_MARK LOGO: CGS
 FJ1210_PROJECTION: FLUSH
 FJ1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1210+STABILITY: SURFACE MOTION
 FJ1210
 FJ1210  HISTORY     - Date     Condition        Report By
 FJ1210  HISTORY     - 1957     MONUMENTED       CGS
 FJ1210
 FJ1210                          STATION DESCRIPTION
 FJ1210
 FJ1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1210'THE STATION IS IN THE NORTHEAST PART OF SEMINOLE, IN THE
 FJ1210'NORTHEAST CORNER OF CHASE PARK WHICH IS OWNED BY THE CITY,
 FJ1210'AT THE INTERSECTION OF UNIVERSITY AND WALNUT STREETS.  IT IS
 FJ1210'ABOUT 3 FEET LOWER THAN UNIVERSITY STREET.
 FJ1210'
 FJ1210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 AND
 FJ1210'STATE HIGHWAYS 99 AND 3 IN SEMINOLE, GO NORTH ON HIGHWAY 99
 FJ1210'FOR 0.3 MILE TO COLLEGE STREET, TURN LEFT AND GO WEST FOR 0.2
 FJ1210'MILE TO UNIVERSITY STREET, TURN RIGHT AND GO NORTH FOR 1 BLOCK
 FJ1210'TO WALNUT STREET AND THE STATION ON THE LEFT.
 FJ1210'
 FJ1210'THE STATION MARKS ARE STANDARD DISKS, STAMPED CHASE 1957.  THE
 FJ1210'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, ROUND CONCRETE POST
 FJ1210'WHICH IS FLUSH WITH THE GROUND.  IT IS 65 FEET WEST OF THE WEST
 FJ1210'CURB OF UNIVERSITY STREET, 56 FEET SOUTH OF THE SOUTH CURB OF
 FJ1210'WALNUT STREET, 47 FEET SOUTHWEST OF A ROCK MONUMENT WITH AN
 FJ1210'IRON BELL CEMENTED ON ITS TOP AND 45 FEET NORTHEAST OF THE
 FJ1210'NORTHEAST EDGE OF A SIDE WALK.  THE UNDERGROUND DISK IS SET IN AN
 FJ1210'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 FJ1210'
 FJ1210'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHASE NO 1 1957,
 FJ1210'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE ROCK MONUMENT AND
 FJ1210'IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET WEST OF THE
 FJ1210'WEST CURB OF UNIVERSITY STREET AND 20 FEET SOUTH OF THE SOUTH
 FJ1210'CURB OF WALNUT STREET.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 FJ1210'STATION.
 FJ1210'
 FJ1210'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHASE NO 2 1957,
 FJ1210'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST WHICH IS
 FJ1210'FLUSH WITH THE GROUND.  IT IS 14 FEET SOUTH OF THE SOUTH CURB
 FJ1210'OF WALNUT STREET AND 5 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 FJ1210'THE SIDE WALK.
 FJ1210'
 FJ1210'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 FJ1210'
 FJ1210'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0734 ***********************************************************************
 EM0734  DESIGNATION -  CHATT AZ MK
 EM0734  PID         -  EM0734
 EM0734  STATE/COUNTY-  OK/COMANCHE
 EM0734  COUNTRY     -  US
 EM0734  USGS QUAD   -  CHATTANOOGA (2018)
 EM0734
 EM0734                         *CURRENT SURVEY CONTROL
 EM0734  ______________________________________________________________________
 EM0734* NAD 83(1993) POSITION- 34 26 31.71512(N) 098 39 44.10007(W)   ADJUSTED
 EM0734* NAVD 88 ORTHO HEIGHT -   349.2   (meters)     1146.    (feet) VERTCON3
 EM0734  ______________________________________________________________________
 EM0734  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 EM0734  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 EM0734  HORZ ORDER      -  SECOND
 EM0734
 EM0734.The horizontal coordinates were established by classical geodetic methods
 EM0734.and adjusted by the National Geodetic Survey in November 1994.
 EM0734
 EM0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0734
 EM0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0734.GEOID18 height accuracy estimate available here.
 EM0734
 EM0734.Click photographs - Photos may exist for this station.
 EM0734
 EM0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0734
 EM0734. The following values were computed from the NAD 83(1993) position.
 EM0734
 EM0734;                    North         East     Units Scale Factor Converg.
 EM0734;SPC OK S     -   123,192.269   539,141.133   MT  0.99993900   -0 22 33.3
 EM0734;SPC OK S     -   404,173.30  1,768,832.20   sFT  0.99993900   -0 22 33.3
 EM0734;UTM  14      - 3,811,233.419   531,028.015   MT  0.99961187   +0 11 27.7
 EM0734
 EM0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0734!SPC OK S     -   0.99994932  x   0.99993900  =   0.99988832
 EM0734!UTM  14      -   0.99994932  x   0.99961187  =   0.99956121
 EM0734
 EM0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3102811233(NAD 83)
 EM0734
 EM0734                          SUPERSEDED SURVEY CONTROL
 EM0734
 EM0734  NAD 83(1986)-  34 26 31.72001(N)    098 39 44.08404(W) AD(       ) 2
 EM0734  NAD 27      -  34 26 31.43884(N)    098 39 42.85140(W) AD(       ) 2
 EM0734  NGVD 29 (07/19/86)  349.1    (m)         1145.     (f) VERT ANG       
 EM0734
 EM0734.Superseded values are not recommended for survey control.
 EM0734
 EM0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0734.See file dsdata.pdf to determine how the superseded data were derived.
 EM0734
 EM0734_MARKER: DZ = AZIMUTH MARK DISK
 EM0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0734_STAMPING: CHATT 1948
 EM0734_MARK LOGO: CGS
 EM0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0734+STABILITY: SURFACE MOTION
 EM0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0734+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM0734
 EM0734  HISTORY     - Date     Condition        Report By
 EM0734  HISTORY     - 1948     MONUMENTED       CGS
 EM0734  HISTORY     - 1974     GOOD             NGS
 EM0734  HISTORY     - 20090723 GOOD             INDIV
 EM0734
 EM0734                          STATION DESCRIPTION
 EM0734
 EM0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0734'TO REACH THE STATION FROM THE POST OFFICE IN CHATTANOOGA, GO WEST ON
 EM0734'STATE HIGHWAY 36 FOR 0.2 MILE TO CROSSROADS AND THE INTERSECTION OF
 EM0734'WASHINGTON STREET.  TURN RIGHT AND GO NORTH ON SURFACE ROAD FOR 0.8
 EM0734'MILE TO CROSSROADS AND END OF SURFACE ROAD.  CONTINUE STRAIGHT
 EM0734'AHEAD NORTH ON GRAVEL ROAD FOR 0.5 MILE TO A TRACK ROAD ON THE LEFT
 EM0734'AND AZIMUTH MARK ON THE LEFT.
 EM0734'
 EM0734'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EM0734'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED CHATT 1948.  IT IS
 EM0734'34 FEET WEST OF THE CENTER OF GRAVEL ROAD, 22 FEET NORTH OF A FENCE
 EM0734'CORNER, 5 FEET NORTH OF THE NORTH END OF WIRE GATE AND 1-FOOT EAST
 EM0734'OF THE FENCE-LINE.
 EM0734
 EM0734                          STATION RECOVERY (2009)
 EM0734
 EM0734'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0734'LAWTON VRN AVERAGED AND GEOID 2009
 EM0734'ZONE 3502 US SURVEY FEET (NSRS2007)
 EM0734'404173.014,1768832.503
 EM0734'NAVD-88 1155.81
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0733 ***********************************************************************
 EM0733  DESIGNATION -  CHATTANOOGA MUNICIPAL TANK
 EM0733  PID         -  EM0733
 EM0733  STATE/COUNTY-  OK/COMANCHE
 EM0733  COUNTRY     -  US
 EM0733  USGS QUAD   -  CHATTANOOGA (2018)
 EM0733
 EM0733                         *CURRENT SURVEY CONTROL
 EM0733  ______________________________________________________________________
 EM0733* NAD 83(1993) POSITION- 34 25 13.61207(N) 098 39 25.42319(W)   ADJUSTED
 EM0733  ______________________________________________________________________
 EM0733  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 EM0733  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 EM0733  HORZ ORDER      -  THIRD
 EM0733
 EM0733.The horizontal coordinates were established by classical geodetic methods
 EM0733.and adjusted by the National Geodetic Survey in November 1994.
 EM0733
 EM0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0733.GEOID18 height accuracy estimate available here.
 EM0733
 EM0733.Click photographs - Photos may exist for this station.
 EM0733
 EM0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0733
 EM0733. The following values were computed from the NAD 83(1993) position.
 EM0733
 EM0733;                    North         East     Units Scale Factor Converg.
 EM0733;SPC OK S     -   120,782.687   539,602.225   MT  0.99994000   -0 22 22.7
 EM0733;SPC OK S     -   396,267.87  1,770,344.97   sFT  0.99994000   -0 22 22.7
 EM0733;UTM  14      - 3,808,829.304   531,512.765   MT  0.99961224   +0 11 37.9
 EM0733
 EM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3151208829(NAD 83)
 EM0733
 EM0733                          SUPERSEDED SURVEY CONTROL
 EM0733
 EM0733  NAD 83(1986)-  34 25 13.61676(N)    098 39 25.40778(W) AD(       ) 3
 EM0733  NAD 27      -  34 25 13.32200(N)    098 39 24.17400(W) AD(       ) 3
 EM0733  USSD        -  34 25 13.25000(N)    098 39 24.59100(W) AD(       ) 3
 EM0733
 EM0733.Superseded values are not recommended for survey control.
 EM0733
 EM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0733.See file dsdata.pdf to determine how the superseded data were derived.
 EM0733
 EM0733_MARKER: 53 = ELEVATED TANK
 EM0733
 EM0733  HISTORY     - Date     Condition        Report By
 EM0733  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0733  HISTORY     - 1934     GOOD             CGS
 EM0733  HISTORY     - 1948     GOOD             CGS
 EM0733
 EM0733                          STATION DESCRIPTION
 EM0733
 EM0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0733'STATION IS A LARGE BLACK TOWER TANK.
 EM0733
 EM0733                          STATION RECOVERY (1934)
 EM0733
 EM0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0733'STATION FOUND IN GOOD CONDITION.
 EM0733
 EM0733                          STATION RECOVERY (1948)
 EM0733
 EM0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0733'THE STATION IS LOCATED 0.15 MILE SOUTHEAST OF THE CENTER OF TOWN,
 EM0733'0.1 MILE SOUTH OF STATE HIGHWAY NO. 36, 60 FEET NORTHWEST OF
 EM0733'THE CENTER OF INTERSECTION OF A T STREET, AND 38 FEET NORTH OF
 EM0733'THE CENTER OF AN EAST-WEST STREET.  IT IS AN ELEVATED TANK
 EM0733'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  IT HAS AN OVERALL
 EM0733'HEIGHT OF 98.6 FEET AND THE POINT OBSERVED UPON WAS THE BALL AT
 EM0733'THE APEX OF THE ROOF OF THE TANK.
 EM0733'
 EM0733'PROBABLY THE SAME STATION AS CHATTANOOGA, CITY WATER TANK,
 EM0733'1923.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1124 ***********************************************************************
 FH1124  DESIGNATION -  CHECOTAH
 FH1124  PID         -  FH1124
 FH1124  STATE/COUNTY-  OK/MCINTOSH
 FH1124  COUNTRY     -  US
 FH1124  USGS QUAD   -  CHECOTAH (2018)
 FH1124
 FH1124                         *CURRENT SURVEY CONTROL
 FH1124  ______________________________________________________________________
 FH1124* NAD 83(1993) POSITION- 35 26 13.99139(N) 095 33 47.91839(W)   ADJUSTED
 FH1124* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 FH1124  ______________________________________________________________________
 FH1124  GEOID HEIGHT    -        -29.789 (meters)                     GEOID18
 FH1124  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 FH1124  HORZ ORDER      -  FIRST
 FH1124
 FH1124.The horizontal coordinates were established by classical geodetic methods
 FH1124.and adjusted by the National Geodetic Survey in November 1994.
 FH1124
 FH1124.The orthometric height was scaled from a topographic map.
 FH1124
 FH1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1124.GEOID18 height accuracy estimate available here.
 FH1124
 FH1124.Click photographs - Photos may exist for this station.
 FH1124
 FH1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1124
 FH1124. The following values were computed from the NAD 83(1993) position.
 FH1124
 FH1124;                    North         East     Units Scale Factor Converg.
 FH1124;SPC OK S     -   236,052.827   821,240.062   MT  1.00004666   +1 22 59.2
 FH1124;SPC OK S     -   774,449.98  2,694,351.77   sFT  1.00004666   +1 22 59.2
 FH1124;UTM  15      - 3,924,549.853   267,319.018   MT  1.00026724   -1 29 12.8
 FH1124
 FH1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1124!SPC OK S     -   0.99996589  x   1.00004666  =   1.00001255
 FH1124!UTM  15      -   0.99996589  x   1.00026724  =   1.00023312
 FH1124
 FH1124:                Primary Azimuth Mark                     Grid Az
 FH1124:SPC OK S     -  CHECOTAH AZ MK                           258 50 03.9
 FH1124:UTM  15      -  CHECOTAH AZ MK                           261 42 15.9
 FH1124
 FH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6731924549(NAD 83)
 FH1124
 FH1124|---------------------------------------------------------------------|
 FH1124| PID    Reference Object                     Distance      Geod. Az  |
 FH1124|                                                           dddmmss.s |
 FH1124| CI1425 CHECOTAH RM 1                        39.255 METERS 08310     |
 FH1124| CI1426 CHECOTAH RM 2                        22.068 METERS 15621     |
 FH1124| FH1125 EUFAULA COT CO STK TALL OF 3        APPROX.16.1 KM 1852157.3 |
 FH1124| FH1127 EUFAULA ST NATIONAL BANK CUP        APPROX.16.8 KM 1860020.7 |
 FH1124| CI1424 CHECOTAH AZ MK                                     2601303.1 |
 FH1124|---------------------------------------------------------------------|
 FH1124
 FH1124                          SUPERSEDED SURVEY CONTROL
 FH1124
 FH1124  NAD 83(1986)-  35 26 14.01170(N)    095 33 47.91242(W) AD(       ) 1
 FH1124  NAD 27      -  35 26 13.65300(N)    095 33 46.97400(W) AD(       ) 1
 FH1124
 FH1124.Superseded values are not recommended for survey control.
 FH1124
 FH1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1124.See file dsdata.pdf to determine how the superseded data were derived.
 FH1124
 FH1124_MARKER: DS = TRIANGULATION STATION DISK
 FH1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1124_STAMPING: CHECOTAH 1934
 FH1124_MARK LOGO: CGS
 FH1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1124+STABILITY: SURFACE MOTION
 FH1124
 FH1124  HISTORY     - Date     Condition        Report By
 FH1124  HISTORY     - 1934     MONUMENTED       CGS
 FH1124  HISTORY     - 1960     GOOD             CGS
 FH1124  HISTORY     - 1968     GOOD             CGS
 FH1124
 FH1124                          STATION DESCRIPTION
 FH1124
 FH1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1124'STATION IS LOCATED 3 MILES SW OF CHECOTAH, 2 MILES NW OF ONAPA,
 FH1124'IN 1/4 SEC. 12, IN T 11 N, R 16 E, SW, ON GRASSY KNOLL JUST
 FH1124'S OF CHECOTAH WATER RESERVOIR.  IT IS 16 FEET S OF S SIDE OF
 FH1124'RESERVOIR, 60 FEET ESE OF W CORNER, AND 45 FEET WSW OF E CORNER.
 FH1124'
 FH1124'SURFACE MARK IS A STANDARD BRONZE DISK SET IN TOP OF A 13- BY
 FH1124'13-INCH CONCRETE POST, PROJECTING APPROXIMATELY 6 INCHES ABOVE
 FH1124'THE SURFACE OF THE GROUND, STAMPED CHECOTAH, 1934.
 FH1124'
 FH1124'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 FH1124'
 FH1124'REFERENCE MARK NO.1 IS 39.517 METERS (129.65 FEET) ENE OF
 FH1124'STATION.  IT IS A STANDARD MARKER SET IN THE TOP OF A FLAT
 FH1124'ROCK, BARELY OFF CENTER TO THE SE, STAMPED CHECOTAH NO.1, 1934.
 FH1124'
 FH1124'REFERENCE MARK NO.2 IS 22.068 METERS (72.42 FEET) SSE OF
 FH1124'STATION.  IT IS A STANDARD MARKER SET IN TOP OF FLAT ROCK, WHICH
 FH1124'IS FLUSH WITH THE GROUND, OFF CENTER TO SE, STAMPED CHECOTAH
 FH1124'NO.2, 1934.
 FH1124'
 FH1124'AZIMUTH MARK IS 0.2 MILE WSW OF STATION, ABOUT 18 INCHES N
 FH1124'OF E-W FENCE LINE.  IT IS A STANDARD REFERENCE MARK, STAMPED
 FH1124'CHECOTAH AZ. 1934, SET IN THE TOP OF A 13- BY 13-INCH CONCRETE
 FH1124'POST, PROJECTING APPROXIMATELY 10 INCHES ABOVE THE SURFACE
 FH1124'OF THE GROUND.
 FH1124'
 FH1124'TO REACH STATION FROM CHECOTAH RAILROAD DEPOT, GO W ON MAIN
 FH1124'STREET 0.2 MILE TO LARGE METHODIST EPISCOPAL CHURCH ON NE
 FH1124'CORNER, TURN LEFT (S) GO 0.5 MILE.  TURN RIGHT (W) GO 1.65 MILES,
 FH1124'THEN LEFT (S) ACROSS WOODEN BRIDGE AND GO 0.35 MILE TO S END
 FH1124'OF LANE.  TURN RIGHT (W) 0.25 MILE, TURN LEFT (E) CROSSING LARGE
 FH1124'PIPE.  GO 0.05 MILE AND TAKE LEFT FORK THEN GO 0.3 MILE TO
 FH1124'TOP OF KNOLL TO RESERVOIR AND STATION.
 FH1124'
 FH1124'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1124
 FH1124                          STATION RECOVERY (1960)
 FH1124
 FH1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1124'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1124'
 FH1124'DUE TO ERRORS IN ORIGINAL DESCRIPTION A NEW DESCRIPTION TO
 FH1124'REACH THE STATION FOLLOWS.
 FH1124'
 FH1124'TO REACH FROM CHECOTAH, FROM THE MAIN INTERSECTION, GO SOUTH ON
 FH1124'U.S. HIGHWAY 69 FOR 1.55 MILES TO A SIDE ROAD RIGHT, TURN
 FH1124'RIGHT AND GO WEST FOR 1.35 MILES TO CROSSROADS, TURN LEFT AND
 FH1124'GO SOUTH FOR 1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 FH1124'AND GO WEST FOR 0.1 MILE TO FORKS, CONTINUE STRAIGHT AHEAD ON
 FH1124'LEFT FORK ACROSS CATTLE GUARD FOR 0.1 MILE, TURN LEFT AND
 FH1124'FOLLOW TRACK ROAD SOUTH AND SOUTHWEST FOR 0.5 MILE TO RESERVOIR
 FH1124'AND STATION TO SOUTH OF RESERVOIR.
 FH1124
 FH1124                          STATION RECOVERY (1968)
 FH1124
 FH1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JEK)
 FH1124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0764 ***********************************************************************
 GG0764  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0764  DESIGNATION -  CHELSEA
 GG0764  PID         -  GG0764
 GG0764  STATE/COUNTY-  OK/ROGERS
 GG0764  COUNTRY     -  US
 GG0764  USGS QUAD   -  WHITE OAK (2019)
 GG0764
 GG0764                         *CURRENT SURVEY CONTROL
 GG0764  ______________________________________________________________________
 GG0764* NAD 83(2011) POSITION- 36 32 44.60641(N) 095 22 28.84596(W)   ADJUSTED
 GG0764* NAD 83(2011) ELLIP HT-   228.707 (meters)        (09/16/24)   ADJUSTED
 GG0764* NAD 83(2011) EPOCH   -  2010.00
 GG0764* NAVD 88 ORTHO HEIGHT -   258.00  (meters)      846.5   (feet) GPS OBS
 GG0764  ______________________________________________________________________
 GG0764  GEOID HEIGHT    -        -29.283 (meters)                     GEOID18
 GG0764  NAD 83(2011) X  -   -480,551.917 (meters)                     COMP
 GG0764  NAD 83(2011) Y  - -5,107,800.129 (meters)                     COMP
 GG0764  NAD 83(2011) Z  -  3,777,148.247 (meters)                     COMP
 GG0764  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 GG0764
 GG0764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0764  Standards:
 GG0764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0764  -------------------------------------------------------------------
 GG0764  NETWORK    0.39   1.10           0.17   0.15   0.56     -0.06440070
 GG0764  -------------------------------------------------------------------
 GG0764  Click here for local accuracies and other accuracy information.
 GG0764
 GG0764.The horizontal coordinates were established by GPS observations
 GG0764.and adjusted by the OK DEPT OF TRANSP in September 2024.
 GG0764
 GG0764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0764.been affixed to the stable North American tectonic plate. See 
 GG0764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0764
 GG0764.The horizontal coordinates are valid at the epoch date displayed above
 GG0764.which is a decimal equivalence of Year/Month/Day.
 GG0764
 GG0764.The orthometric height was determined by GPS observations and a
 GG0764.high-resolution geoid model using precise GPS observation and
 GG0764.processing techniques.
 GG0764
 GG0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0764.GEOID18 height accuracy estimate available here.
 GG0764
 GG0764.Click photographs - Photos may exist for this station.
 GG0764
 GG0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0764
 GG0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0764
 GG0764.The ellipsoidal height was determined by GPS observations
 GG0764.and is referenced to NAD 83.
 GG0764
 GG0764. The following values were computed from the NAD 83(2011) position.
 GG0764
 GG0764;                    North         East     Units Scale Factor Converg.
 GG0764;SPC OK N     -   174,683.261   835,030.625   MT  0.99996714   +1 32 57.6
 GG0764;SPC OK N     -   573,106.67  2,739,596.31   sFT  0.99996714   +1 32 57.6
 GG0764;UTM  15      - 4,047,103.775   287,442.203   MT  1.00015668   -1 24 52.4
 GG0764
 GG0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0764!SPC OK N     -   0.99996411  x   0.99996714  =   0.99993125
 GG0764!UTM  15      -   0.99996411  x   1.00015668  =   1.00012078
 GG0764
 GG0764:                Primary Azimuth Mark                     Grid Az
 GG0764:SPC OK N     -  REBAR 33                                 251 06 10.0
 GG0764:UTM  15      -  REBAR 33                                 254 04 00.0
 GG0764
 GG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8744247103(NAD 83)
 GG0764
 GG0764|---------------------------------------------------------------------|
 GG0764| PID    Reference Object                     Distance      Geod. Az  |
 GG0764|                                                           dddmmss.s |
 GG0764| CI1427 CHELSEA RM 1                         20.992 METERS 07156     |
 GG0764| CI1428 CHELSEA RM 2                         30.282 METERS 24247     |
 GG0764| GG0766 REBAR 33                            APPROX. 2.4 KM 2523907.6 |
 GG0764|---------------------------------------------------------------------|
 GG0764
 GG0764                          SUPERSEDED SURVEY CONTROL
 GG0764
 GG0764  NAD 83(1993)-  36 32 44.61168(N)    095 22 28.85280(W) AD(       ) 2
 GG0764  NAD 83(1986)-  36 32 44.63381(N)    095 22 28.83629(W) AD(       ) 2
 GG0764  NAD 27      -  36 32 44.31403(N)    095 22 27.92672(W) AD(       ) 2
 GG0764  NGVD 29 (07/19/86)  258.0    (m)          846.     (f) VERT ANG       
 GG0764
 GG0764.Superseded values are not recommended for survey control.
 GG0764
 GG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0764.See file dsdata.pdf to determine how the superseded data were derived.
 GG0764
 GG0764_MARKER: DD = SURVEY DISK
 GG0764_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0764+WITH SETTING: INFORMATION.
 GG0764_STAMPING: ET CHELSEA 1968
 GG0764_MARK LOGO: USGS
 GG0764_PROJECTION: FLUSH
 GG0764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 GG0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0764+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 GG0764
 GG0764  HISTORY     - Date     Condition        Report By
 GG0764  HISTORY     - 1968     MONUMENTED       USGS
 GG0764  HISTORY     - 20231221 GOOD             OKDOT
 GG0764  HISTORY     - 20240605 GOOD             OKDOT
 GG0764
 GG0764                          STATION DESCRIPTION
 GG0764
 GG0764'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0764'THE STATION IS LOCATED ABOUT 0.5 MI N. AND 3.0 MI E. OF THE TOWN
 GG0764'OF CHELSEA, NEAR THE CENTER OF SEC. 22, T. 24 N., R. 18 E.
 GG0764'
 GG0764'TO REACH THE STATION FROM THE JUNCTION OF HWY. 66 E. AND 28 N.,
 GG0764'OF CHELSEA, GO NE. ALONG HWY. 66 E. FOR 3.3 MI TO STATION ON TOP
 GG0764'OF HIGH BANK ON RIGHT (S.) SIDE OF RD.
 GG0764'
 GG0764'THE STATION MARK IS 41 FT S. AND 33 FT E. OF CENTER OF S. LANE
 GG0764'(E. BOUND) OF HWY. 66, OPPOSITE CENTER OF PRIVATE DRIVE N. ON
 GG0764'N. LANE (W. BOUND), 17 FT N. OF FENCE AND STANDARD U.S.GS WITNESS
 GG0764'POST, STAMPED ET CHELSEA 1968.
 GG0764'
 GG0764'REFERENCE MARK NO. 1 IS E. OF THE STATION, 41 FT S. OF CENTER OF
 GG0764'S. LANE HWY. 66 OPPOSITE CENTER OF PRIVATE DRIVE N., ON N. LANE
 GG0764'AND 102 FT E., 17 FT N. OF FENCE, STAMPED CHELSEA NO 1 1968.
 GG0764'
 GG0764'REFERENCE MARK NO. 2 IS SW. OF THE STATION, 66 FT S. AND 65 FT
 GG0764'W. OF THE CENTER OF S. LANE HWY. OPPOSITE PRIVATE DRIVE N. ON
 GG0764'N. LANE HWY., 2 FT N. AND 1 FT E. OF FENCE CORNER, STAMPED CHELSEA
 GG0764'NO 2 1968.
 GG0764'
 GG0764'AZIMUTH MARK--NONE SET.
 GG0764'
 GG0764'REFERENCE AZIMUTH--NONE OBSERVED - NO VISIBLE MARK FROM GROUND.
 GG0764'
 GG0764'STATION MARK AND REFERENCE MARKS ARE FLUSH WITH THE GROUND,
 GG0764'STANDARD TABLETS CRIMPED ON 0.5 IN. COPPER COATED RODS, CENTERED
 GG0764'IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED WITH GRAVEL TO
 GG0764'WITHIN 1 IN. OF CAP.
 GG0764
 GG0764                          STATION RECOVERY (2023)
 GG0764
 GG0764'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MWF)
 GG0764'HAS MAGNET IN MONUMENT.
 GG0764
 GG0764                          STATION RECOVERY (2024)
 GG0764
 GG0764'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 GG0764'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0668 ***********************************************************************
 GG0668  DESIGNATION -  CHEROKEE
 GG0668  PID         -  GG0668
 GG0668  STATE/COUNTY-  OK/DELAWARE
 GG0668  COUNTRY     -  US
 GG0668  USGS QUAD   -  CHEROKEE CITY (2017)
 GG0668
 GG0668                         *CURRENT SURVEY CONTROL
 GG0668  ______________________________________________________________________
 GG0668* NAD 83(1997) POSITION- 36 16 44.02637(N) 094 34 57.93212(W)   ADJUSTED
 GG0668* NAVD 88 ORTHO HEIGHT -   360.30  (+/-2cm)     1182.1   (feet) VERTCON3
 GG0668  ______________________________________________________________________
 GG0668  GEOID HEIGHT    -        -28.398 (meters)                     GEOID18
 GG0668  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 GG0668  HORZ ORDER      -  FIRST
 GG0668  VERT ORDER      -  THIRD ? (See Below)
 GG0668
 GG0668.The horizontal coordinates were established by classical geodetic methods
 GG0668.and adjusted by the National Geodetic Survey in September 1999.
 GG0668
 GG0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0668
 GG0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0668.GEOID18 height accuracy estimate available here.
 GG0668
 GG0668.The vertical order pertains to the NGVD 29 superseded value.
 GG0668
 GG0668.Click photographs - Photos may exist for this station.
 GG0668
 GG0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0668
 GG0668. The following values were computed from the NAD 83(1997) position.
 GG0668
 GG0668;                    North         East     Units Scale Factor Converg.
 GG0668;SPC OK N     -   147,300.075   906,942.966   MT  0.99994729   +2 01 00.0
 GG0668;SPC OK N     -   483,267.00  2,975,528.71   sFT  0.99994729   +2 01 00.0
 GG0668;UTM  15      - 4,016,044.804   357,848.201   MT  0.99984898   -0 56 12.1
 GG0668
 GG0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0668!SPC OK N     -   0.99994791  x   0.99994729  =   0.99989521
 GG0668!UTM  15      -   0.99994791  x   0.99984898  =   0.99979690
 GG0668
 GG0668:                Primary Azimuth Mark                     Grid Az
 GG0668:SPC OK N     -  SILOAM SPRINGS RAD KUOA MAST             168 56 45.9
 GG0668:UTM  15      -  SILOAM SPRINGS RAD KUOA MAST             171 53 58.0
 GG0668
 GG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5784816044(NAD 83)
 GG0668
 GG0668|---------------------------------------------------------------------|
 GG0668| PID    Reference Object                     Distance      Geod. Az  |
 GG0668|                                                           dddmmss.s |
 GG0668| CI1429 CHEROKEE AZ MK                                     1231937.7 |
 GG0668| CI1430 CHEROKEE RM 1                        29.088 METERS 14157     |
 GG0668| GG0674 SILOAM SPRINGS BROWN UNIV TANK      APPROX.10.1 KM 1681622.6 |
 GG0668| GG0675 FOREST PARK MUNICIPAL TANK          APPROX.17.2 KM 1684053.5 |
 GG0668| GG0669 T19N R34W SEC 35 SW COR AR          240.275 METERS 16959     |
 GG0668| GG0672 SILOAM SPRINGS RAD KUOA MAST        APPROX.10.0 KM 1705745.9 |
 GG0668| CI1431 CHEROKEE RM 2                        52.002 METERS 20319     |
 GG0668|---------------------------------------------------------------------|
 GG0668
 GG0668                          SUPERSEDED SURVEY CONTROL
 GG0668
 GG0668  NAD 83(1993)-  36 16 44.03013(N)    094 34 57.93561(W) AD(       ) 1
 GG0668  NAD 83(1986)-  36 16 44.03211(N)    094 34 57.93349(W) AD(       ) 1
 GG0668  NAD 27      -  36 16 43.74300(N)    094 34 57.14500(W) AD(       ) 1
 GG0668  NGVD 29             360.16   (m)         1181.6    (f) LEVELING    3  
 GG0668
 GG0668.Superseded values are not recommended for survey control.
 GG0668
 GG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0668.See file dsdata.pdf to determine how the superseded data were derived.
 GG0668
 GG0668_MARKER: DS = TRIANGULATION STATION DISK
 GG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0668_STAMPING: CHEROKEE 1935
 GG0668_MARK LOGO: CGS
 GG0668_PROJECTION: PROJECTING 20 CENTIMETERS
 GG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0668+STABILITY: SURFACE MOTION
 GG0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0668+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2011
 GG0668
 GG0668  HISTORY     - Date     Condition        Report By
 GG0668  HISTORY     - 1935     MONUMENTED       CGS
 GG0668  HISTORY     - 1939     GOOD             CGS
 GG0668  HISTORY     - 1961     GOOD             CGS
 GG0668  HISTORY     - 1990     GOOD             USPSQD
 GG0668  HISTORY     - 20111213 GOOD             CEI
 GG0668
 GG0668                          STATION DESCRIPTION
 GG0668
 GG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0668'THIS STATION IS ABOUT 5-1/2 MILES WNW OF GENTRY AND 1 MILE S
 GG0668'OF CHEROKEE CITY, ARKANSAS, IN THE SE CORNER OF FRACTIONAL SEC.
 GG0668'24, T 21 N, R 25 E, ON LAND OWNED BY A MR. MOONEY OF SEMINOLE,
 GG0668'OKLAHOMA.  THE MARK IS SET ON THE TOP OF A SMALL MOUND JUST
 GG0668'W OF THE STATE-LINE ROAD.  IT IS 27 FEET W OF THE CENTER
 GG0668'LINE OF THE ARKANSAS-OKLAHOMA STATE-LINE ROAD, 175 FEET NNW
 GG0668'OF THE INTERSECTION OF THE STATE LINE ROAD AND A GRAVEL ROAD
 GG0668'COMING FROM THE W. 109 FEET WSW OF THE SW CORNER OF WILL
 GG0668'ROBERTS HOUSE (GATEWAY FARM).  MARK PROJECTS 8 INCHES.  IT
 GG0668'IS 788.30 FEET N OF THE MARKER IN THE SW CORNER OF ARKANSAS
 GG0668'SEC. 23, T 19 N, R 34 W.
 GG0668'
 GG0668'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0668'BRONZE DISKS SET IN CONCRETE.
 GG0668'
 GG0668'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE E EDGE
 GG0668'OF THE RIGHT-OF-WAY OF THE STATE LINE ROAD, 1 FOOT W OF FENCE
 GG0668'LINE, 19 FEET E OF THE CENTER LINE OF THE ROAD AND 3 FEET
 GG0668'E OF DEEP DITCH ON THE E SIDE OF THE ROAD.  MARK PROJECTS 6 INCHES
 GG0668'
 GG0668'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE N EDGE
 GG0668'OF THE RIGHT-OF-WAY OF THE COLCORD ROAD.  IT IS 20 FEET N OF THE
 GG0668'CENTER LINE OF THE ROAD, 37 FEET N OF THE SECTION-LINE FENCE
 GG0668'ON THE S EDGE OF THE RIGHT-OF-WAY.  MARK PROJECTS 10 INCHES.
 GG0668'
 GG0668'AZIMUTH MARK IS SE OF THE STATION ON THE N EDGE OF THE
 GG0668'RIGHT-OF-WAY OF E-W ROAD INTO ARKANSAS.  IT IS 1 FOOT S OF
 GG0668'FENCE LINE, 24 FEET N OF THE CENTER LINE OF THE ROAD AND
 GG0668'PROJECTS 8 INCHES.
 GG0668'
 GG0668'REACHED FROM SILOAM SPRINGS, OKLAHOMA, GO N ON ARKANSAS
 GG0668'HIGHWAY 12 TO THE END OF THE PAVEMENT ON THE N END OF
 GG0668'TOWN.  CONTINUE ON ARKANSAS HIGHWAY 12, 0.4 MILE TO FORKS.
 GG0668'HERE TAKE LEFT FORK AND GO 0.2 MILE TO TURN LEFT.  GO LEFT
 GG0668'(W) AND FOLLOW MAIN-TRAVELED ROAD FOR 1.9 MILES TO FORKS.
 GG0668'TAKE RIGHT FORK AND GO 5.2 MILES TO CROSSROADS.  HERE GO
 GG0668'W 0.5 MILE TO TURN N.  TURN N AND GO 0.15 MILE TO THE STATION.
 GG0668'
 GG0668'A LIGHT 87 FEET ABOVE STATION DECATUR IS VISIBLE FROM THE
 GG0668'GROUND.
 GG0668'
 GG0668'LIGHTS 74 FEET ABOVE STATION NORTH TWIN AND 87 FEET ABOVE
 GG0668'STATION SILOAM COME INTO VIEW 35 FEET ABOVE THE GROUND.
 GG0668
 GG0668                          STATION RECOVERY (1939)
 GG0668
 GG0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0668'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  IT
 GG0668'IS BY AIRLINE ABOUT 5.5 MILES W OF GENTRY, 1 MILE S OF
 GG0668'CHEROKEE CITY, ARKANSAS, 0.15 MILE N OF STATE LINE FILLING
 GG0668'STATION, IN THE SE CORNER OF FRACTIONAL SEC. 24, T 21 N,
 GG0668'R 25 E.  IT IS 788.3 FEET N OF A CONCRETE POST ON THE
 GG0668'OKLAHOMA-ARKANSAS BOUNDARY MARKING THE CORNER SEC. 23, T 19 N,
 GG0668'R 34 W.  STATION IS ON A SMALL KNOLL 27 FEET W OF THE
 GG0668'STATE LINE ROAD, 175 FEET NNW OF THE INTERSECTION OF THE
 GG0668'STATE LINE ROAD, AND ARKANSAS HIGHWAY 12, 109 FEET WSW OF
 GG0668'THE SW CORNER OF MR. J.P. ROUSHS FARMHOUSE, ON LAND OWNED
 GG0668'BY A MR. MOONEY OF SEMINOLE, OKLAHOMA.
 GG0668'
 GG0668'A NEW AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 GG0668'WAS ESTABLISHED AS THE OLD ONE HAD
 GG0668'BEEN DESTROYED BY A HIGHWAY CUT.  IT IS 0.2 MILE E OF THE
 GG0668'STATION, 1 FOOT N OF THE N RIGHT-OF-WAY FENCE ALONG ARKANSAS
 GG0668'HIGHWAY 12.
 GG0668'
 GG0668'THE DIRECTION TO REFERENCE MARK NO. 2 CHECKED.  THE DIRECTION
 GG0668'TO R.M. NO. 1 WAS FOUND TO BE IN ERROR BY 5 MINUTES.
 GG0668
 GG0668                          STATION RECOVERY (1961)
 GG0668
 GG0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0668'THIS STATION RECOVERED AND ONLY THE REFERENCE MARKS WERE
 GG0668'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 GG0668'TO BE PROJECTING ABOUT 2-1/2 FEET.  THE UNDERGROUND MARK WAS
 GG0668'RECOVERED AND BOTH THE SURFACE AND UNDERGROUND MARKS WERE
 GG0668'LOWERED.  THE STATION MARK NOW PROJECTS ABOUT 10 INCHES
 GG0668'AND THE DISK IS STAMPED CHEROKEE 1935 1961.  THE STATION
 GG0668'IS NORTH-NORTHEAST OF A STORE AND SERVICE STATION,
 GG0668'WEST-SOUTHWEST ACROSS THE STATE LINE ROAD FROM A FARMHOUSE
 GG0668'AND NEAR THE SOUTHEAST CORNER OF A SMALL FENCED LOT.  R.M.
 GG0668'NO. 1 IS SOUTHEAST ACROSS THE STATE LINE ROAD FROM THE
 GG0668'STATION.  R.M. NO. 2 IS SOUTHWEST OF THE STATION, IN FRONT OF
 GG0668'THE STORE AND SERVICE STATION AND JUST WEST OF THE GAS
 GG0668'PUMPS.  THIS MARK IS NOT VISABLE FROM THE STATION DUE TO
 GG0668'THE BUILDING.  THE AZIMUTH MARK WAS NOT RECOVERED AND WAS
 GG0668'PROBABLY DESTROYED BY HIGHWAY IMPROVEMENT.  A NEW AZIMUTH
 GG0668'MARK WAS NOT ESTABLISHED AS NO OBJECTS WERE
 GG0668'VISABLE FROM THE GROUND.
 GG0668'
 GG0668'TO REACH THE STATION FROM CHEROKEE CITY, GO EAST AND SOUTH
 GG0668'ON STATE HIGHWAY 99 FOR 1.6 MILES TO JUNCTION WITH STATE
 GG0668'HIGHWAY 12, TURN RIGHT AND GO WEST ON HIGHWAY 12 FOR 0.5
 GG0668'MILE TO CROSSROADS AT THE ARKANSAS-OKLAHOMA STATE LINE AND
 GG0668'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 GG0668
 GG0668                          STATION RECOVERY (1990)
 GG0668
 GG0668'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 GG0668'RECOVERED IN GOOD CONDITION.
 GG0668
 GG0668                          STATION RECOVERY (2011)
 GG0668
 GG0668'RECOVERY NOTE BY CEI ENGINEERING ASSOC 2011 (MJH)
 GG0668'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0521 ***********************************************************************
 GJ0521  DESIGNATION -  CHEROKEE
 GJ0521  PID         -  GJ0521
 GJ0521  STATE/COUNTY-  OK/ALFALFA
 GJ0521  COUNTRY     -  US
 GJ0521  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0521
 GJ0521                         *CURRENT SURVEY CONTROL
 GJ0521  ______________________________________________________________________
 GJ0521* NAD 83(1997) POSITION- 36 45 23.57697(N) 098 18 26.21718(W)   ADJUSTED
 GJ0521* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 GJ0521  ______________________________________________________________________
 GJ0521  GEOID HEIGHT    -        -28.070 (meters)                     GEOID18
 GJ0521  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 GJ0521  HORZ ORDER      -  SECOND
 GJ0521
 GJ0521.The horizontal coordinates were established by classical geodetic methods
 GJ0521.and adjusted by the National Geodetic Survey in October 1998.
 GJ0521
 GJ0521.The orthometric height was scaled from a topographic map.
 GJ0521
 GJ0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0521.GEOID18 height accuracy estimate available here.
 GJ0521
 GJ0521.Click photographs - Photos may exist for this station.
 GJ0521
 GJ0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0521
 GJ0521. The following values were computed from the NAD 83(1997) position.
 GJ0521
 GJ0521;                    North         East     Units Scale Factor Converg.
 GJ0521;SPC OK N     -   194,943.849   572,561.409   MT  0.99999817   -0 10 52.8
 GJ0521;SPC OK N     -   639,578.28  1,878,478.56   sFT  0.99999817   -0 10 52.8
 GJ0521;UTM  14      - 4,068,089.813   561,831.650   MT  0.99964710   +0 24 52.4
 GJ0521
 GJ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0521!SPC OK N     -   0.99994914  x   0.99999817  =   0.99994731
 GJ0521!UTM  14      -   0.99994914  x   0.99964710  =   0.99959626
 GJ0521
 GJ0521:                Primary Azimuth Mark                     Grid Az
 GJ0521:SPC OK N     -  CHEROKEE AZ MK                           247 19 07.5
 GJ0521:UTM  14      -  CHEROKEE AZ MK                           246 43 22.3
 GJ0521
 GJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6183168089(NAD 83)
 GJ0521
 GJ0521|---------------------------------------------------------------------|
 GJ0521| PID    Reference Object                     Distance      Geod. Az  |
 GJ0521|                                                           dddmmss.s |
 GJ0521| GJ0504 GREAT SALT PLAINS DAM USE TANK      APPROX.16.0 KM 0944338.5 |
 GJ0521| GJ0507 JET MUNICIPAL WATER TANK            APPROX.15.1 KM 1315234.7 |
 GJ0521| CK8314 CHEROKEE RM 1                        29.832 METERS 21611     |
 GJ0521| CK8313 CHEROKEE AZ MK                                     2470814.7 |
 GJ0521| GJ0522 CHEROKEE REA SHORT WAVE MAST        APPROX. 5.0 KM 2644320.3 |
 GJ0521| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX. 4.5 KM 2783305.1 |
 GJ0521| CK8315 CHEROKEE RM 2                        26.153 METERS 31915     |
 GJ0521|---------------------------------------------------------------------|
 GJ0521
 GJ0521                          SUPERSEDED SURVEY CONTROL
 GJ0521
 GJ0521  NAD 83(1993)-  36 45 23.57758(N)    098 18 26.21824(W) AD(       ) 2
 GJ0521  NAD 83(1986)-  36 45 23.58187(N)    098 18 26.20650(W) AD(       ) 2
 GJ0521  NAD 27      -  36 45 23.47429(N)    098 18 24.94722(W) AD(       ) 2
 GJ0521
 GJ0521.Superseded values are not recommended for survey control.
 GJ0521
 GJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0521.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0521
 GJ0521_MARKER: DS = TRIANGULATION STATION DISK
 GJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0521_STAMPING: CHEROKEE 1951
 GJ0521_MARK LOGO: CGS
 GJ0521_PROJECTION: FLUSH
 GJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0521+STABILITY: SURFACE MOTION
 GJ0521
 GJ0521  HISTORY     - Date     Condition        Report By
 GJ0521  HISTORY     - 1951     MONUMENTED       CGS
 GJ0521
 GJ0521                          STATION DESCRIPTION
 GJ0521
 GJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0521'THE STATION IS LOCATED ON A LARGE FLAT AREA ABOUT 3.0 MILES EAST OF
 GJ0521'CHEROKEE AND JUST WEST OF THE WEST EDGE OF THE GREAT SALT PLAINS
 GJ0521'RESERVOIR AND WILD LIFE REFUGE ON LAND OWNED BY MR. C. CARSTENSEN.
 GJ0521'IT IS 112.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 GJ0521'HOUSE, 31.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 16.0 FEET
 GJ0521'NORTH OF THE CENTER OF A FARM DRIVE, AND 10.0 FEET SOUTHWEST OF
 GJ0521'A LARGE COTTONWOOD TREE, AND 4.5 SOUTH OF A WITNESS POST AND IS
 GJ0521'IN THE SOUTHWEST CORNER OF A FIELD.  IT IS SET FLUSH WITH THE
 GJ0521'SURFACE OF THE GROUND AND IS STAMPED CHEROKEE 1951.
 GJ0521'
 GJ0521'REFERENCE MARK NO. 1 IS ACROSS THE ROAD AND ABOUT 1.0 FOOT ABOVE
 GJ0521'THE ELEVATION OF THE STATION.  IT IS 27.0 FEET WEST OF THE CENTER
 GJ0521'OF A GRADED ROAD AND 2.0 FEET NORTHWEST OF TELEPHONE POLE NO.
 GJ0521'E50-225.  IT PROJECTS 6 INCHES AND IS STAMPED CHEROKEE NO 1 1951.
 GJ0521'
 GJ0521'REFERENCE MARK NO. 2 IS ACROSS THE ROAD AND ABOUT 1.0 FOOT ABOVE
 GJ0521'THE ELEVATION OF THE STATION.  IT IS 27.0 FEET WEST OF THE CENTER
 GJ0521'OF A GRADED ROAD, 2.0 FEET SOUTHEAST OF A TELEPHONE POLE AND NEAR
 GJ0521'THE NORTHEAST CORNER OF A GROVE.  IT PROJECTS 6 INCHES AND IS
 GJ0521'STAMPED CHEROKEE NO 2 1951.
 GJ0521'
 GJ0521'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0521'IS 143.96 FEET.
 GJ0521'
 GJ0521'THE AZIMUTH MARK IS 24.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 GJ0521'2.0 FEET NORTH-NORTHWEST OF A T FENCE CORNER, 1.5 FEET
 GJ0521'EAST-NORTHEAST OF A WITNESS POST, AND 1.0 FOOT NORTH OF A
 GJ0521'FENCE AND DIRECTLY UNDER A POWER AND TELEPHONE LINE.  IT PROJECTS
 GJ0521'2 INCHES AND IS STAMPED CHEROKEE 1951.
 GJ0521'
 GJ0521'TO REACH THE STATION FROM THE CROSS-STREET JUST WEST OF THE POST
 GJ0521'OFFICE IN CHEROKEE, GO SOUTH ON U. S. HIGHWAY NO. 64 AND STATE
 GJ0521'ROUTES NO. 58 AND 11 FOR 0.25 MILE TO FIFTH STREET.  HERE TURN LEFT
 GJ0521'ON FIFTH STREET AND GO EAST ON A GRAVELED ROAD FOR 2.25 MILES
 GJ0521'TO A T FENCE CORNER ON THE RIGHT AND THE AZIMUTH MARK AS
 GJ0521'DESCRIBED, CONTINUE EAST ON A GRAVELED ROAD FOR 0.55 MILE TO A T
 GJ0521'ROAD LEFT JUST AFTER CROSSING OVER A STEEL BRIDGE.  HERE TURN
 GJ0521'LEFT AND GO NORTH ON A GRADED ROAD FOR 0.2 MILE TO A GROUP OF
 GJ0521'FARM BUILDINGS ON THE RIGHT AND THE STATION ON THE RIGHT AS
 GJ0521'DESCRIBED.
 GJ0521'
 GJ0521'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0520 ***********************************************************************
 GJ0520  DESIGNATION -  CHEROKEE MUNICIPAL WATER TANK
 GJ0520  PID         -  GJ0520
 GJ0520  STATE/COUNTY-  OK/ALFALFA
 GJ0520  COUNTRY     -  US
 GJ0520  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0520
 GJ0520                         *CURRENT SURVEY CONTROL
 GJ0520  ______________________________________________________________________
 GJ0520* NAD 83(1997) POSITION- 36 45 45.39286(N) 098 21 26.85153(W)   ADJUSTED
 GJ0520  ______________________________________________________________________
 GJ0520  GEOID HEIGHT    -        -28.107 (meters)                     GEOID18
 GJ0520  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 GJ0520  HORZ ORDER      -  THIRD
 GJ0520
 GJ0520.The horizontal coordinates were established by classical geodetic methods
 GJ0520.and adjusted by the National Geodetic Survey in October 1998.
 GJ0520
 GJ0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0520.GEOID18 height accuracy estimate available here.
 GJ0520
 GJ0520.Click photographs - Photos may exist for this station.
 GJ0520
 GJ0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0520
 GJ0520. The following values were computed from the NAD 83(1997) position.
 GJ0520
 GJ0520;                    North         East     Units Scale Factor Converg.
 GJ0520;SPC OK N     -   195,631.676   568,083.452   MT  0.99999926   -0 12 39.4
 GJ0520;SPC OK N     -   641,834.92  1,863,787.13   sFT  0.99999926   -0 12 39.4
 GJ0520;UTM  14      - 4,068,730.818   557,348.377   MT  0.99964052   +0 23 04.5
 GJ0520
 GJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5734868730(NAD 83)
 GJ0520
 GJ0520                          SUPERSEDED SURVEY CONTROL
 GJ0520
 GJ0520  NAD 83(1993)-  36 45 45.39335(N)    098 21 26.85254(W) AD(       ) 3
 GJ0520  NAD 83(1986)-  36 45 45.39756(N)    098 21 26.84087(W) AD(       ) 3
 GJ0520  NAD 27      -  36 45 45.28973(N)    098 21 25.57261(W) AD(       ) 3
 GJ0520
 GJ0520.Superseded values are not recommended for survey control.
 GJ0520
 GJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0520.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0520
 GJ0520_MARKER: 53 = ELEVATED TANK
 GJ0520
 GJ0520  HISTORY     - Date     Condition        Report By
 GJ0520  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0520  HISTORY     - 1951     GOOD             CGS
 GJ0520
 GJ0520                          STATION DESCRIPTION
 GJ0520
 GJ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0520'POINT OBSERVED UPON IS THE FINIAL ATOP THE 130-FOOT, SILVER
 GJ0520'MUNICIPAL WATER TANK LOCATED ONE-HALF BLOCK WEST AND 0.4 MILE
 GJ0520'NORTH OF POST OFFICE IN CHEROKEE.
 GJ0520'
 GJ0520'STATION OBSERVED UPON FROM DUNE, DREYER, SMELLAGE AND SHROCK.
 GJ0520
 GJ0520                          STATION RECOVERY (1951)
 GJ0520
 GJ0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0520'THE STATION IS LOCATED IN THE NORTH PART OF CHEROKEE.  IT IS
 GJ0520'300.0 FEET SOUTH OF A RAILROAD TRACK, 100.0 FEET WEST OF U.S.
 GJ0520'HIGHWAY NO. 64 AND 40.0 FEET NORTH OF A POWER PLANT BUILDING.
 GJ0520'
 GJ0520'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 GJ0520'WITH AN OVERALL HEIGHT OF 135.0 FEET.  THE TANK IS PAINTED
 GJ0520'SILVER.
 GJ0520'
 GJ0520'THE BALL AT THE APEX OF THE TANK WAS OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0522 ***********************************************************************
 GJ0522  DESIGNATION -  CHEROKEE REA SHORT WAVE MAST
 GJ0522  PID         -  GJ0522
 GJ0522  STATE/COUNTY-  OK/ALFALFA
 GJ0522  COUNTRY     -  US
 GJ0522  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0522
 GJ0522                         *CURRENT SURVEY CONTROL
 GJ0522  ______________________________________________________________________
 GJ0522* NAD 83(1997) POSITION- 36 45 08.68689(N) 098 21 45.90586(W)   ADJUSTED
 GJ0522  ______________________________________________________________________
 GJ0522  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 GJ0522  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 GJ0522  HORZ ORDER      -  THIRD
 GJ0522
 GJ0522.The horizontal coordinates were established by classical geodetic methods
 GJ0522.and adjusted by the National Geodetic Survey in October 1998.
 GJ0522
 GJ0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0522.GEOID18 height accuracy estimate available here.
 GJ0522
 GJ0522.Click photographs - Photos may exist for this station.
 GJ0522
 GJ0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0522
 GJ0522. The following values were computed from the NAD 83(1997) position.
 GJ0522
 GJ0522;                    North         East     Units Scale Factor Converg.
 GJ0522;SPC OK N     -   194,501.945   567,606.641   MT  0.99999743   -0 12 50.7
 GJ0522;SPC OK N     -   638,128.46  1,862,222.79   sFT  0.99999743   -0 12 50.7
 GJ0522;UTM  14      - 4,067,596.600   556,883.498   MT  0.99963986   +0 22 52.7
 GJ0522
 GJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5688367596(NAD 83)
 GJ0522
 GJ0522                          SUPERSEDED SURVEY CONTROL
 GJ0522
 GJ0522  NAD 83(1993)-  36 45 08.68733(N)    098 21 45.90699(W) AD(       ) 3
 GJ0522  NAD 83(1986)-  36 45 08.69151(N)    098 21 45.89517(W) AD(       ) 3
 GJ0522  NAD 27      -  36 45 08.58331(N)    098 21 44.62851(W) AD(       ) 3
 GJ0522
 GJ0522.Superseded values are not recommended for survey control.
 GJ0522
 GJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0522.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0522
 GJ0522_MARKER: 42 = RADIO/TV MAST
 GJ0522
 GJ0522  HISTORY     - Date     Condition        Report By
 GJ0522  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0522
 GJ0522                          STATION DESCRIPTION
 GJ0522
 GJ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0522'THE STATION IS LOCATED IN THE SOUTHWEST PART OF CHEROKEE.  IT IS
 GJ0522'90.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 20.0 FEET
 GJ0522'WEST-NORTHWEST OF A SMALL TILE BUILDING.
 GJ0522'
 GJ0522'IT IS A TRIANGULAR SHAPED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 GJ0522'125.0 FEET.
 GJ0522'
 GJ0522'THE LIGHT AT THE APEX OF THE STRUCTURE WAS OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0829 ***********************************************************************
 GG0829  DESIGNATION -  CHESTER
 GG0829  PID         -  GG0829
 GG0829  STATE/COUNTY-  OK/TULSA
 GG0829  COUNTRY     -  US
 GG0829  USGS QUAD   -  JENKS (2019)
 GG0829
 GG0829                         *CURRENT SURVEY CONTROL
 GG0829  ______________________________________________________________________
 GG0829* NAD 83(1993) POSITION- 36 01 21.34814(N) 095 52 56.04170(W)   ADJUSTED
 GG0829* NAVD 88 ORTHO HEIGHT -   227.6   (meters)      747.    (feet) VERTCON3
 GG0829  ______________________________________________________________________
 GG0829  GEOID HEIGHT    -        -29.054 (meters)                     GEOID18
 GG0829  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 GG0829  HORZ ORDER      -  SECOND
 GG0829
 GG0829.The horizontal coordinates were established by classical geodetic methods
 GG0829.and adjusted by the National Geodetic Survey in November 1994.
 GG0829
 GG0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0829
 GG0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0829.GEOID18 height accuracy estimate available here.
 GG0829
 GG0829.Click photographs - Photos may exist for this station.
 GG0829
 GG0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0829
 GG0829. The following values were computed from the NAD 83(1993) position.
 GG0829
 GG0829;                    North         East     Units Scale Factor Converg.
 GG0829;SPC OK N     -   115,541.526   790,866.171   MT  0.99994859   +1 14 59.3
 GG0829;SPC OK N     -   379,072.49  2,594,700.10   sFT  0.99994859   +1 14 59.3
 GG0829;UTM  15      - 3,990,298.595   240,271.193   MT  1.00043130   -1 41 45.6
 GG0829
 GG0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0829!SPC OK N     -   0.99996883  x   0.99994859  =   0.99991742
 GG0829!UTM  15      -   0.99996883  x   1.00043130  =   1.00040012
 GG0829
 GG0829:                Primary Azimuth Mark                     Grid Az
 GG0829:SPC OK N     -  BIXBY                                    188 02 28.0
 GG0829:UTM  15      -  BIXBY                                    190 59 12.9
 GG0829
 GG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4027190298(NAD 83)
 GG0829
 GG0829|---------------------------------------------------------------------|
 GG0829| PID    Reference Object                     Distance      Geod. Az  |
 GG0829|                                                           dddmmss.s |
 GG0829| CI1432 CHESTER RM 1                         24.103 METERS 07028     |
 GG0829| CI1433 CHESTER RM 2                         24.381 METERS 11127     |
 GG0829| FH1175 BIXBY                               APPROX.12.4 KM 1891727.3 |
 GG0829|---------------------------------------------------------------------|
 GG0829
 GG0829                          SUPERSEDED SURVEY CONTROL
 GG0829
 GG0829  NAD 83(1986)-  36 01 21.37246(N)    095 52 56.02579(W) AD(       ) 2
 GG0829  NAD 27      -  36 01 21.01272(N)    095 52 55.06323(W) AD(       ) 2
 GG0829  NGVD 29 (07/19/86)  227.3    (m)          746.     (f) VERT ANG       
 GG0829
 GG0829.Superseded values are not recommended for survey control.
 GG0829
 GG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0829.See file dsdata.pdf to determine how the superseded data were derived.
 GG0829
 GG0829_MARKER: DD = SURVEY DISK
 GG0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0829_STAMPING: ET CHESTER 1970
 GG0829_MARK LOGO: USGS
 GG0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0829+STABILITY: SURFACE MOTION
 GG0829
 GG0829  HISTORY     - Date     Condition        Report By
 GG0829  HISTORY     - 1970     MONUMENTED       USGS
 GG0829  HISTORY     - 20100402 MARK NOT FOUND   AIRDAT
 GG0829
 GG0829                          STATION DESCRIPTION
 GG0829
 GG0829'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 GG0829'THE STATION IS ABOUT 4-3/4 MI E. OF JENKS, OKLAHOMA, AND ABOUT
 GG0829'5.5 MI N. OF BIXBY, T. 18 N., R. 13 E., ABOUT 0.1 MI S. OF CENTER
 GG0829'OF W. 1/2 OF SEC. 24, IN PASTURE LAND LEASED BY MR. H. M. EVANS, ON
 GG0829'TOP OF A TERRACE ON HIGHEST POINT IN VICINITY.
 GG0829'
 GG0829'TO REACH FROM THE JCT. OF STATE HWY. 67 AND U.S. HWY. 65 AT THE
 GG0829'NW. EDGE OF BIXBY, GO N. ON U.S. HWY. 65 FOR 5 MI TO A CROSSROADS,
 GG0829'CONTINUE N. FOR ABOUT 0.4 MI TO A DRIVE E., TURN RIGHT ON PRIVATE
 GG0829'DRIVE AND GO E. FOR ABOUT 0.1 MI TO THE HOUSE OCCUPIED BY MR.
 GG0829'EVANS, TURN LEFT THROUGH GATE IN PASTURE FENCE AND GO ABOUT 0.1 MI
 GG0829'N. TO AN E.-W. FENCE AND WHERE THE TRAIL TURNS E., TURN RIGHT
 GG0829'AND FOLLOW FENCE AND TRAIL FOR ABOUT 0.15 MI TO A T-FENCE W.,
 GG0829'TURN RIGHT AND GO S. ALONG FENCE FOR ABOUT 0.1 MI TO THE STATION
 GG0829'ON THE RIGHT ON TOP OF A TERRACE ON THE HIGHEST GROUND IN THE
 GG0829'VICINITY.
 GG0829'
 GG0829'STATION MARK, STAMPED ET CHESTER 1970 IS 753 FT S. AND 76 FT W. OF
 GG0829'T-FENCE W., 24 FT S. AND 76 FT W. OF USGS WITNESS POST.
 GG0829'
 GG0829'REFERENCE MARK 1, STAMPED CHESTER NO 1 1970 IS 1 FT W. OF
 GG0829'N.-S. FENCE, 1 FT W. OF USGS WITNESS POST.
 GG0829'
 GG0829'REFERENCE MARK 2, STAMPED CHESTER NO 2 1970 IS 1 FT W. OF
 GG0829'N.-S. FENCE.
 GG0829'
 GG0829'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 GG0829'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 GG0829'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 GG0829'GROUND.
 GG0829'
 GG0829'NO AZIMUTH MARK SET.
 GG0829'
 GG0829'NO REFERENCE AZIMUTH USED.
 GG0829'
 GG0829'STANDARD BRACED TRIPOD USED.
 GG0829
 GG0829                          STATION RECOVERY (2010)
 GG0829
 GG0829'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0596 ***********************************************************************
 GJ0596  DESIGNATION -  CHESTER
 GJ0596  PID         -  GJ0596
 GJ0596  STATE/COUNTY-  OK/MAJOR
 GJ0596  COUNTRY     -  US
 GJ0596  USGS QUAD   -  CEDARDALE (2018)
 GJ0596
 GJ0596                         *CURRENT SURVEY CONTROL
 GJ0596  ______________________________________________________________________
 GJ0596* NAD 83(1993) POSITION- 36 16 56.27993(N) 098 53 20.49041(W)   ADJUSTED
 GJ0596* NAVD 88 ORTHO HEIGHT -   581.38  (+/-2cm)     1907.4   (feet) VERTCON3
 GJ0596  ______________________________________________________________________
 GJ0596  GEOID HEIGHT    -        -27.827 (meters)                     GEOID18
 GJ0596  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 GJ0596  HORZ ORDER      -  FIRST
 GJ0596  VERT ORDER      -  THIRD ? (See Below)
 GJ0596
 GJ0596.The horizontal coordinates were established by classical geodetic methods
 GJ0596.and adjusted by the National Geodetic Survey in November 1994.
 GJ0596
 GJ0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0596
 GJ0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0596.GEOID18 height accuracy estimate available here.
 GJ0596
 GJ0596.The vertical order pertains to the NGVD 29 superseded value.
 GJ0596
 GJ0596.Click photographs - Photos may exist for this station.
 GJ0596
 GJ0596.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0596
 GJ0596. The following values were computed from the NAD 83(1993) position.
 GJ0596
 GJ0596;                    North         East     Units Scale Factor Converg.
 GJ0596;SPC OK N     -   142,641.030   520,134.190   MT  0.99994741   -0 31 28.8
 GJ0596;SPC OK N     -   467,981.45  1,706,473.59   sFT  0.99994741   -0 31 28.8
 GJ0596;UTM  14      - 4,015,266.098   509,966.136   MT  0.99960122   +0 03 56.4
 GJ0596
 GJ0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0596!SPC OK N     -   0.99991313  x   0.99994741  =   0.99986054
 GJ0596!UTM  14      -   0.99991313  x   0.99960122  =   0.99951438
 GJ0596
 GJ0596:                Primary Azimuth Mark                     Grid Az
 GJ0596:SPC OK N     -  CHESTER AZ MK                            048 10 36.0
 GJ0596:UTM  14      -  CHESTER AZ MK                            047 35 10.8
 GJ0596
 GJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0996615266(NAD 83)
 GJ0596
 GJ0596|---------------------------------------------------------------------|
 GJ0596| PID    Reference Object                     Distance      Geod. Az  |
 GJ0596|                                                           dddmmss.s |
 GJ0596| CK8316 CHESTER AZ MK                                      0473907.2 |
 GJ0596| CK8317 CHESTER RM 1                         36.482 METERS 06558     |
 GJ0596| CK8318 CHESTER RM 1 OLD                     44.415 METERS 06922     |
 GJ0596| CK8319 CHESTER RM 2                         25.299 METERS 16649     |
 GJ0596| GJ0592 SEILING MUNICIPAL WATER TANK        APPROX.15.7 KM 1915316.0 |
 GJ0596|---------------------------------------------------------------------|
 GJ0596
 GJ0596                          SUPERSEDED SURVEY CONTROL
 GJ0596
 GJ0596  NAD 83(1986)-  36 16 56.28384(N)    098 53 20.47715(W) AD(       ) 1
 GJ0596  NAD 27      -  36 16 56.14815(N)    098 53 19.14376(W) AD(       ) 1
 GJ0596  NGVD 29             581.16   (m)         1906.7    (f) LEVELING    3  
 GJ0596
 GJ0596.Superseded values are not recommended for survey control.
 GJ0596
 GJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0596.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0596
 GJ0596_MARKER: DS = TRIANGULATION STATION DISK
 GJ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0596_STAMPING: CHESTER 1934
 GJ0596_MARK LOGO: CGS
 GJ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0596+STABILITY: SURFACE MOTION
 GJ0596
 GJ0596  HISTORY     - Date     Condition        Report By
 GJ0596  HISTORY     - 1934     MONUMENTED       CGS
 GJ0596  HISTORY     - 1937     GOOD             OKDH
 GJ0596  HISTORY     - 1951     GOOD             CGS
 GJ0596  HISTORY     - 1963     GOOD             CGS
 GJ0596  HISTORY     - 20071203 POOR             GARVER
 GJ0596
 GJ0596                          STATION DESCRIPTION
 GJ0596
 GJ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0596'STATION IS AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
 GJ0596'SEC. 22, T. 21 N., R. 16 W., 1.8 MILES EAST AND 4-1/2 MILES
 GJ0596'NORTH OF CHESTER POST OFFICE ON BATTLE RIDGE (LOCAL NAME),
 GJ0596'0.5 MILE NORTH OF PLEASANT VIEW SCHOOLHOUSE, 60 YARDS WEST
 GJ0596'OF NORTH-SOUTH DIRT ROAD, 116 FEET SOUTH OF EAST-WEST FENCE LINE
 GJ0596'ON A HIGH KNOLL IN SAGE BRUSH-COVERED PASTURE LAND, THE
 GJ0596'PROPERTY OF MR. JOHN WARD WHO LIVES 1/2 MILE SOUTHWEST.  MARK
 GJ0596'PROJECTS 6 INCHES ABOVE GROUND.
 GJ0596'
 GJ0596'TO REACH STATION FROM THE CHESTER POST OFFICE AT THE JUNCTION
 GJ0596'OF STATE HIGHWAY 14 AND U.S. HIGHWAY 60 GO NORTH ON STATE
 GJ0596'HIGHWAY 14 FOR 4.0 MILES TO CROSSROADS AND SECTION CORNER,
 GJ0596'TURN RIGHT ON SANDY ROAD AND GO 2.0 MILES EAST TO A T-JUNCTION
 GJ0596'AT SCHOOLHOUSE, TURN LEFT AND GO 0.5 MILE NORTH TO POINT WHERE
 GJ0596'EAST-WEST FENCE LINE CROSSES ROAD NEAR TOP OF GRADE.  STATION
 GJ0596'IS THEN 60 YARDS WEST.
 GJ0596'
 GJ0596'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF FENCE CORNER AND IN
 GJ0596'FENCE LINE WHICH IS 40 FEET WEST OF CENTERLINE OF ROAD, AND
 GJ0596'PROJECTS 6 INCHES.
 GJ0596'
 GJ0596'REFERENCE MARK NO. 2 IS ON SOUTH EDGE OF TOP OF HILL, AND
 GJ0596'PROJECTS 6 INCHES.
 GJ0596'
 GJ0596'AZIMUTH MARK IS 0.7 MILE NORTHEAST OF STATION, 30 FEET SOUTH
 GJ0596'OF CENTERLINE OF ROAD, 0.5 MILE EAST OF RIGHT ANGLE TURN IN
 GJ0596'ROAD.
 GJ0596'
 GJ0596'TO REACH FROM STATION GO EAST TO ROAD, TURN LEFT AND GO 0.5
 GJ0596'MILE NORTH, TURN RIGHT WITH ROAD AND GO 0.5 MILE EAST TO TOP OF
 GJ0596'SLIGHT GRADE AND MARK ON RIGHT, 3 FEET SOUTH OF FENCE LINE,
 GJ0596'ROAD GOES THROUGH SHALLOW CUT AT THIS PLACE AND PROJECTS 6 INCHES.
 GJ0596'
 GJ0596'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0596
 GJ0596                          STATION RECOVERY (1937)
 GJ0596
 GJ0596'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 GJ0596'ALL RIGHT, EXCEPT THAT MONUMENT IS ON NORTH AND SOUTH SECTION
 GJ0596'AND ROAD MENTIONED CURVES AROUND HILL.
 GJ0596
 GJ0596                          STATION RECOVERY (1951)
 GJ0596
 GJ0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0596'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 GJ0596'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 GJ0596'CONDITION.
 GJ0596'
 GJ0596'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0596'
 GJ0596'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH AND 2.0 MILES EAST
 GJ0596'OF CHESTER AND 0.5 MILE NORTH OF THE PLEASANT VIEW SCHOOLHOUSE
 GJ0596'ON THE HIGHEST POINT OF A SANDY, BRUSH COVERED RIDGE, KNOWN
 GJ0596'LOCALLY AS BATTLE RIDGE.  IT IS 190 FEET WEST OF THE CENTER OF
 GJ0596'A NORTH-SOUTH ROAD, 110 FEET SOUTH OF AN EAST-WEST FENCE LINE
 GJ0596'AND 31 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 GJ0596'CHESTER 1934 AND PROJECTS 2 INCHES.
 GJ0596'
 GJ0596'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL, 45 FEET
 GJ0596'SOUTH OF A FENCE CORNER, 40 FEET WEST OF THE CENTER OF A
 GJ0596'NORTH-SOUTH ROAD AND IS ABOUT 6 FEET LOWER IN ELEVATION THAN
 GJ0596'THE STATION.  IT IS STAMPED CHESTER NO 1 1934 AND PROJECTS 2
 GJ0596'INCHES.
 GJ0596'
 GJ0596'REFERENCE MARK NO. 2 IS NEAR THE SOUTH END OF HILL, 37 FEET
 GJ0596'EAST OF A NORTH-SOUTH FENCE LINE AND IS ON THE SAME ELEVATION
 GJ0596'AS THE STATION.  IT IS STAMPED CHESTER NO 2 1934 AND PROJECTS
 GJ0596'6 INCHES.
 GJ0596'
 GJ0596'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 20 FEET SOUTH
 GJ0596'OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT WEST OF A WITNESS
 GJ0596'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 GJ0596'STAMPED CHESTER 1934 AZI AND IS FLUSH WITH THE GROUND SURFACE.
 GJ0596'
 GJ0596'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH
 GJ0596'ON U.S. HIGHWAY 281 FOR 4.0 MILES TO A CROSSROAD, TURN RIGHT
 GJ0596'AND GO EAST ON SAND ROAD FOR 2.0 MILES TO A T INTERSECTION
 GJ0596'AND SCHOOLHOUSE IN SOUTHWEST ANGLE, TURN LEFT AND GO NORTH
 GJ0596'FOR 0.5 MILE TO STATION JUST WEST AS DESCRIBED.
 GJ0596'
 GJ0596'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4
 GJ0596'MILE TO POINT WHERE ROAD TURNS EAST, TURN RIGHT AND GO EAST
 GJ0596'FOR 0.5 MILE TO MARK ON RIGHT AS DESCRIBED.
 GJ0596
 GJ0596                          STATION RECOVERY (1963)
 GJ0596
 GJ0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0596'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GJ0596'RECOVERED.  EVIDENCE INDICATES THAT REFERENCE MARK 1 HAD BEEN
 GJ0596'MOVED TO A DIFFERENT LOCATION.  INFORMATION AS TO WHEN THE MARK
 GJ0596'WAS MOVED WAS NOT AVAILABLE.  NEITHER DISTANCE OR DIRECTION
 GJ0596'AGREED WITH THE 1934 OR THE 1951 RESULTS.  THE MARK IS IN
 GJ0596'EXCELLENT CONDITION.  HOWEVER, THE POINTER ON THE DISK IS
 GJ0596'NOT POINTED TOWARDS THE STATION. THE LAND IS NOW OWNED BY
 GJ0596'FLOYD JELLISON, WHO LIVES ABOUT 1/2 MILE SOUTHWEST OF THE
 GJ0596'STATION.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0596'
 GJ0596'THE STATION IS ABOUT 4-1/2 MILES NORTH AND 2 MILES EAST OF
 GJ0596'CHESTER, 0.5 MILE NORTH OF THE PLEASANT VIEW SCHOOLHOUSE, ON
 GJ0596'THE HIGHEST POINT OF A BRUSH COVERED RIDGE LOCALLY KNOWN
 GJ0596'AS BATTLE RIDGE.
 GJ0596'
 GJ0596'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH
 GJ0596'ON U.S. HIGHWAY 281 FOR 4.2 MILES TO A CROSSROADS.  TURN RIGHT
 GJ0596'AND GO EAST ON A GRADED ROAD TO A T-JUNCTION AT THE SCHOOLHOUSE
 GJ0596'ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE
 GJ0596'STATION ON THE LEFT.  CONTINUE NORTH FOR 0.4 MILE TO A FORK.
 GJ0596'BEAR RIGHT AND GO EASTERLY FOR 0.5 MILE TO THE AZIMUTH MARK
 GJ0596'ON THE RIGHT.
 GJ0596'
 GJ0596'THE STATION MARK IS A STANDARD DISK, STAMPED CHESTER 1934, SET
 GJ0596'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT IS
 GJ0596'1 FOOT NORTH OF A WITNESS POST, 31.0 FEET EAST OF A NORTH-SOUTH
 GJ0596'FENCE, 148 FEET WEST AND ABOUT 15 FEET HIGHER THAN THE CENTERLINE
 GJ0596'OF THE ROAD AND 52.2 FEET NORTHWEST OF A POWERLINE POLE.
 GJ0596'
 GJ0596'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHESTER NO 1 1934,
 GJ0596'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0596'PROJECTING 10 INCHES.  IT IS 46.0 FEET WEST AND ABOUT 5 FEET
 GJ0596'HIGHER THAN THE CENTERLINE OF THE ROAD, 58.6 FEET SOUTH OF A
 GJ0596'FENCE CORNER POST AND ABOUT 5 FEET LOWER THAN THE STATION.
 GJ0596'
 GJ0596'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHESTER NO 2 1934,
 GJ0596'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0596'PROJECTING 6 INCHES.  IT IS 132 FEET WEST AND ABOUT 15 FEET
 GJ0596'HIGHER THAN THE CENTERLINE OF THE ROAD, 38.4 FEET SOUTH-SOUTHWEST
 GJ0596'OF THE POWERLINE POLE, 37.0 FEET EAST OF THE NORTH-SOUTH FENCE
 GJ0596'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0596'
 GJ0596'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHESTER AZI 1934,
 GJ0596'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 GJ0596'THE GROUND.  IT IS 21 FEET SOUTH AND 6 FEET HIGHER THAN THE
 GJ0596'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A SOUTH RIGHT-OF-WAY
 GJ0596'FENCE AND 1.9 FEET SOUTHWEST OF A WITNESS POST.
 GJ0596
 GJ0596                          STATION RECOVERY (2007)
 GJ0596
 GJ0596'RECOVERY NOTE BY GARVER ENGINEERS 2007 (PDH)
 GJ0596'MARK FOUND LYING ON ITS SIDE NEARBY ITS ORIGINAL POSITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0573 ***********************************************************************
 GJ0573  DESIGNATION -  CHEYENNE
 GJ0573  PID         -  GJ0573
 GJ0573  STATE/COUNTY-  OK/MAJOR
 GJ0573  COUNTRY     -  US
 GJ0573  USGS QUAD   -  GLASS MOUNTAINS SW (2018)
 GJ0573
 GJ0573                         *CURRENT SURVEY CONTROL
 GJ0573  ______________________________________________________________________
 GJ0573* NAD 83(1993) POSITION- 36 19 05.11727(N) 098 41 44.11543(W)   ADJUSTED
 GJ0573* NAVD 88 ORTHO HEIGHT -   504.    (meters)     1654.    (feet) SCALED
 GJ0573  ______________________________________________________________________
 GJ0573  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 GJ0573  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 GJ0573  HORZ ORDER      -  FIRST
 GJ0573
 GJ0573.The horizontal coordinates were established by classical geodetic methods
 GJ0573.and adjusted by the National Geodetic Survey in November 1994.
 GJ0573
 GJ0573.The orthometric height was scaled from a topographic map.
 GJ0573
 GJ0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0573.GEOID18 height accuracy estimate available here.
 GJ0573
 GJ0573.Click photographs - Photos may exist for this station.
 GJ0573
 GJ0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0573
 GJ0573. The following values were computed from the NAD 83(1993) position.
 GJ0573
 GJ0573;                    North         East     Units Scale Factor Converg.
 GJ0573;SPC OK N     -   146,470.125   537,539.811   MT  0.99994885   -0 24 37.8
 GJ0573;SPC OK N     -   480,544.07  1,763,578.53   sFT  0.99994885   -0 24 37.8
 GJ0573;UTM  14      - 4,019,273.008   527,325.402   MT  0.99960920   +0 10 49.1
 GJ0573
 GJ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0573!SPC OK N     -   0.99992523  x   0.99994885  =   0.99987408
 GJ0573!UTM  14      -   0.99992523  x   0.99960920  =   0.99953446
 GJ0573
 GJ0573:                Primary Azimuth Mark                     Grid Az
 GJ0573:SPC OK N     -  CHEYENNE AZ MK                           308 59 03.4
 GJ0573:UTM  14      -  CHEYENNE AZ MK                           308 23 36.5
 GJ0573
 GJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2732519273(NAD 83)
 GJ0573
 GJ0573|---------------------------------------------------------------------|
 GJ0573| PID    Reference Object                     Distance      Geod. Az  |
 GJ0573|                                                           dddmmss.s |
 GJ0573| CK8321 CHEYENNE RM 1                        36.162 METERS 04422     |
 GJ0573| CK8320 CHEYENNE AZ MK                                     3083425.6 |
 GJ0573| CK8322 CHEYENNE RM 2                        35.086 METERS 31632     |
 GJ0573|---------------------------------------------------------------------|
 GJ0573
 GJ0573                          SUPERSEDED SURVEY CONTROL
 GJ0573
 GJ0573  NAD 83(1986)-  36 19 05.12150(N)    098 41 44.10194(W) AD(       ) 1
 GJ0573  NAD 27      -  36 19 04.99107(N)    098 41 42.79404(W) AD(       ) 1
 GJ0573
 GJ0573.Superseded values are not recommended for survey control.
 GJ0573
 GJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0573.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0573
 GJ0573_MARKER: DS = TRIANGULATION STATION DISK
 GJ0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0573_STAMPING: CHEYENNE 1951
 GJ0573_MARK LOGO: CGS
 GJ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0573+STABILITY: SURFACE MOTION
 GJ0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0573+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 GJ0573
 GJ0573  HISTORY     - Date     Condition        Report By
 GJ0573  HISTORY     - 1951     MONUMENTED       CGS
 GJ0573  HISTORY     - 1963     GOOD             CGS
 GJ0573  HISTORY     - 20101208 GOOD             INDIV
 GJ0573
 GJ0573                          STATION DESCRIPTION
 GJ0573
 GJ0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0573'THE STATION IS LOCATED ABOUT 12.0 MILES WEST AND 3.5 MILES NORTH OF
 GJ0573'FAIRVIEW AND ABOUT 3.5 MILES SOUTH AND 2.0 MILES WEST OF THE
 GJ0573'CHEYENNE VALLEY CONSOLIDATED SCHOOL.  IT IS ON THE SUMMIT OF A HIGH
 GJ0573'NORTH-SOUTH RIDGE IN OPEN PASTURE LAND OWNED BY MR. GENE
 GJ0573'NICKOLSON.  IT IS 115.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 GJ0573'ROAD, 85.0 FEET SOUTH OF A POWERLINE POLE AND FENCE AND 2.0 FEET
 GJ0573'NORTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 GJ0573'CHEYENNE 1951.
 GJ0573'
 GJ0573'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF THE RIDGE
 GJ0573'ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 85.0 FEET
 GJ0573'EAST OF A POWERLINE POLE, 30.0 FEET SOUTH OF THE CENTER OF A
 GJ0573'GRAVELED ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 6 INCHES
 GJ0573'AND IS STAMPED CHEYENNE NO 1 1951.
 GJ0573'
 GJ0573'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE RIDGE
 GJ0573'ABOUT 4.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 85.0 FEET
 GJ0573'WEST OF A POWERLINE POLE, 30.0 FEET SOUTH OF THE CENTER OF A
 GJ0573'GRAVELED ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 6 INCHES
 GJ0573'AND IS STAMPED CHEYENNE NO 2 1951.
 GJ0573'
 GJ0573'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0573'152.15 FEET.
 GJ0573'
 GJ0573'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF A GROUP
 GJ0573'OF FARM BUILDINGS, 38.0 FEET WEST OF THE CENTER OF A GRADED ROAD,
 GJ0573'1.0 FOOT SOUTH OF A WITNESS POST AND 1.0 FOOT EAST OF A FENCE.  IT
 GJ0573'IS JUST ACROSS THE ROAD FROM A POWERLINE BRACE POLE, PROJECTS 4
 GJ0573'INCHES AND IS STAMPED CHEYENNE 1951.
 GJ0573'
 GJ0573'TO REACH THE STATION FROM THE POST OFFICE IN FAIRVIEW, GO WEST ON
 GJ0573'THE MAIN STREET FOR 1 BLOCK TO THE STOP LIGHT ON U. S. HIGHWAY NO.
 GJ0573'60 AND STATE ROUTE NO. 58.  HERE TURN RIGHT ON U. S. HIGHWAY NO. 60
 GJ0573'AND STATE ROUTE NO. 58 FOR 0.4 MILE TO WHERE STATE ROUTE NO. 58
 GJ0573'TURNS RIGHT AND STATE ROUTE NO. 8 JUNCTIONS ON THE LEFT.
 GJ0573'CONTINUE NORTH ON U. S. HIGHWAY NO. 60 AND STATE ROUTE NO. 8 FOR
 GJ0573'2.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRADED ROAD
 GJ0573'FOR 7.6 MILES TO A CROSSROAD.  HERE TURN RIGHT AND GO NORTH, WEST
 GJ0573'AND NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO A FORK, TAKE THE
 GJ0573'LEFT FORK NORTH, WEST AND SOUTH 3.45 MILES TO A T ROAD RIGHT,
 GJ0573'TURN RIGHT AND GO WEST, NORTH AND WEST FOR 1.4 MILES TO A CATTLE
 GJ0573'GUARD ON THE LEFT.  TURN LEFT CROSSING OVER THE CATTLE GUARD
 GJ0573'THENCE BACK EAST ACROSS PASTURE FOR ABOUT 0.15 MILE TO THE TOP OF
 GJ0573'THE RIDGE AND THE STATION AS DESCRIBED.
 GJ0573'
 GJ0573'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED CATTLE GUARD, GO
 GJ0573'WEST ON A GRAVELED ROAD FOR 0.7 MILE TO A T ROAD RIGHT, TURN RIGHT
 GJ0573'ON A GRADED ROAD AND GO NORTH, EAST AND NORTH FOR 0.6 MILE TO THE
 GJ0573'TOP OF THE HILL AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GJ0573'
 GJ0573'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GJ0573
 GJ0573                          STATION RECOVERY (1963)
 GJ0573
 GJ0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0573'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 GJ0573'WERE RECOVERED AS DESCRIBED BY R. L. E. IN 1951.  HOWEVER, THE
 GJ0573'AZIMUTH MARK IS 0.1 MILE NORTH OF THE FARM BUILDINGS INSTEAD OF 0.2
 GJ0573'MILE.
 GJ0573
 GJ0573                          STATION RECOVERY (2010)
 GJ0573
 GJ0573'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (PJ)
 GJ0573'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1049 ***********************************************************************
 FJ1049  DESIGNATION -  CHICK
 FJ1049  PID         -  FJ1049
 FJ1049  STATE/COUNTY-  OK/GRADY
 FJ1049  COUNTRY     -  US
 FJ1049  USGS QUAD   -  CHICKASHA (2018)
 FJ1049
 FJ1049                         *CURRENT SURVEY CONTROL
 FJ1049  ______________________________________________________________________
 FJ1049* NAD 83(1993) POSITION- 35 04 21.64296(N) 097 54 32.14639(W)   ADJUSTED
 FJ1049* NAVD 88 ORTHO HEIGHT -   364.5   (meters)     1196.    (feet) VERTCON3
 FJ1049  ______________________________________________________________________
 FJ1049  GEOID HEIGHT    -        -26.503 (meters)                     GEOID18
 FJ1049  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 FJ1049  HORZ ORDER      -  FIRST
 FJ1049
 FJ1049.The horizontal coordinates were established by classical geodetic methods
 FJ1049.and adjusted by the National Geodetic Survey in November 1994.
 FJ1049
 FJ1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1049
 FJ1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1049.GEOID18 height accuracy estimate available here.
 FJ1049
 FJ1049.Click photographs - Photos may exist for this station.
 FJ1049
 FJ1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1049
 FJ1049. The following values were computed from the NAD 83(1993) position.
 FJ1049
 FJ1049;                    North         East     Units Scale Factor Converg.
 FJ1049;SPC OK S     -   192,941.742   608,306.065   MT  0.99997219   +0 03 06.1
 FJ1049;SPC OK S     -   633,009.70  1,995,750.81   sFT  0.99997219   +0 03 06.1
 FJ1049;UTM  14      - 3,881,647.178   599,475.930   MT  0.99972195   +0 37 37.2
 FJ1049
 FJ1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1049!SPC OK S     -   0.99994695  x   0.99997219  =   0.99991914
 FJ1049!UTM  14      -   0.99994695  x   0.99972195  =   0.99966891
 FJ1049
 FJ1049:                Primary Azimuth Mark                     Grid Az
 FJ1049:SPC OK S     -  CHICK AZ MK                              079 13 26.8
 FJ1049:UTM  14      -  CHICK AZ MK                              078 38 55.7
 FJ1049
 FJ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9947581647(NAD 83)
 FJ1049
 FJ1049|---------------------------------------------------------------------|
 FJ1049| PID    Reference Object                     Distance      Geod. Az  |
 FJ1049|                                                           dddmmss.s |
 FJ1049| CL4485 CHICK RM 1                           37.856 METERS 01115     |
 FJ1049| CL4484 CHICK AZ MK                                        0791632.9 |
 FJ1049| CL4486 CHICK RM 2                           49.594 METERS 11618     |
 FJ1049| FJ1050 CHICK RM A                           25.815 METERS 28348     |
 FJ1049|---------------------------------------------------------------------|
 FJ1049
 FJ1049                          SUPERSEDED SURVEY CONTROL
 FJ1049
 FJ1049  NAD 83(1986)-  35 04 21.64777(N)    097 54 32.12989(W) AD(       ) 1
 FJ1049  NAD 27      -  35 04 21.41864(N)    097 54 30.97147(W) AD(       ) 1
 FJ1049  NGVD 29 (07/19/86)  364.4    (m)         1196.     (f) VERT ANG       
 FJ1049
 FJ1049.Superseded values are not recommended for survey control.
 FJ1049
 FJ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1049.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1049
 FJ1049_MARKER: DS = TRIANGULATION STATION DISK
 FJ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1049_STAMPING: CHICK 1968
 FJ1049_MARK LOGO: CGS
 FJ1049_PROJECTION: RECESSED 41 CENTIMETERS
 FJ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1049+STABILITY: SURFACE MOTION
 FJ1049
 FJ1049  HISTORY     - Date     Condition        Report By
 FJ1049  HISTORY     - 1968     MONUMENTED       CGS
 FJ1049
 FJ1049                          STATION DESCRIPTION
 FJ1049
 FJ1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1049'STATION IS LOCATED ABOUT 20 MILES NORTH OF RUSH SPRINGS, ABOUT
 FJ1049'8 MILES SOUTH-SOUTHEAST OF POCASSET, ABOUT 3 MILES NORTHEAST OF
 FJ1049'CHICKASHA.  IT IS IN THE NE 1/4 OF SEC. 23, T 7 N, R 7 W AND IN
 FJ1049'PASTURE LAND THAT IS THE PROPERTY OF MRS. REBECCA THATCHER.  THE
 FJ1049'STATION MARK IS 168 FEET WEST OF THE APPROXIMATE CENTER OF GRADED
 FJ1049'ROAD, 160 FEET SOUTH OF THE APPROXIMATE CENTER OF GRADED ROAD
 FJ1049'AND 58 FEET SOUTHWEST OF POWERLINE POLE 5-14.  IT IS MARKED
 FJ1049'BY A STANDARD TRIANGULATION STATION DISK, THE
 FJ1049'SURFACE DISK BEING 16 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ1049'THE DISK IS STAMPED CHICK 1968.
 FJ1049'
 FJ1049'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 62 IN THE
 FJ1049'BUSINESS DISTRICT OF CHICKASHA, GO EAST ON HIGHWAY 62 FOR 1.6
 FJ1049'MILES TO AN UNDERPASS.  CONTINUE EAST ON HIGHWAY 62 FOR 0.5
 FJ1049'MILE TO A SIDEROAD LEFT.  TURN LEFT AND GO NORTH ON A SURFACED
 FJ1049'ROAD FOR 1.05 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 FJ1049'GRADED ROAD FOR 0.55 MILE TO A SIDEROAD RIGHT.  TURN RIGHT AND
 FJ1049'GO NORTH ON A GRADED ROAD FOR 0.45 MILE TO A WIRE GATE ON THE
 FJ1049'LEFT NEAR A SIDE ROAD LEFT AND STATION SITE AS DESCRIBED.
 FJ1049'CONTINUE NORTH AND NORTHEAST ON GRADED ROAD FOR 0.8 MILE TO A
 FJ1049'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO AN OVERPASS
 FJ1049'AND AZIMUTH MARK SET IN THE NORTHWEST ABUTMENT OF OVERPASS.
 FJ1049'
 FJ1049'AZIMUTH MARK IS 55 FEET WEST OF THE CENTERLINE OF THE SOUTH
 FJ1049'BOUND LANE OF TURNPIKE, 10 FEET NORTH OF THE CENTER OF EAST-WEST
 FJ1049'ROAD, 1.2 FEET EAST OF THE WEST END OF BRIDGE FOOTING AND 0.8
 FJ1049'FEET NORTH OF THE SOUTH EDGE OF FOOTING.  THE STANDARD
 FJ1049'TRIANGULATION AZIMUTH MARK DISK IS SET IN A DRILL HOLE IN THE
 FJ1049'FOOTING OF AN OVERPASS.  THE DISK IS STAMPED CHICK 1968.
 FJ1049'
 FJ1049'REFERENCE MARK NO. 1 IS 104 FEET NORTHWEST OF POWERLINE POLE
 FJ1049'5-14, 20 FEET SOUTH OF THE APPROXIMATE CENTER OF GRADED ROAD
 FJ1049'AND 1 FOOT SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD DISK
 FJ1049'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT, THAT IS
 FJ1049'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 FJ1049'CHICK NO 1 1968.
 FJ1049'
 FJ1049'REFERENCE MARK NO. 2 IS 147 NORTHWEST OF POWERLINE POLE 5-14,
 FJ1049'23 FEET WEST OF THE APPROXIMATE CENTER OF GRADED ROAD AND 3.3
 FJ1049'FEET SOUTH OF METAL WITNESS POST.  IT IS MARKED BY A STANDARD
 FJ1049'DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT, THAT
 FJ1049'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 FJ1049'CHICK NO 2 1968.
 FJ1049'
 FJ1049'HEIGHT OF LIGHT ABOVE STATION MARK 14.76 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1050 ***********************************************************************
 FJ1050  DESIGNATION -  CHICK RM A
 FJ1050  PID         -  FJ1050
 FJ1050  STATE/COUNTY-  OK/GRADY
 FJ1050  COUNTRY     -  US
 FJ1050  USGS QUAD   -  CHICKASHA (2018)
 FJ1050
 FJ1050                         *CURRENT SURVEY CONTROL
 FJ1050  ______________________________________________________________________
 FJ1050* NAD 83(1993) POSITION- 35 04 21.84280(N) 097 54 33.13591(W)   ADJUSTED
 FJ1050* NAVD 88 ORTHO HEIGHT -   364.3   (meters)     1195.    (feet) VERTCON3
 FJ1050  ______________________________________________________________________
 FJ1050  GEOID HEIGHT    -        -26.503 (meters)                     GEOID18
 FJ1050  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 FJ1050  HORZ ORDER      -  FIRST
 FJ1050
 FJ1050.The horizontal coordinates were established by classical geodetic methods
 FJ1050.and adjusted by the National Geodetic Survey in November 1994.
 FJ1050
 FJ1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1050
 FJ1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1050.GEOID18 height accuracy estimate available here.
 FJ1050
 FJ1050.Click photographs - Photos may exist for this station.
 FJ1050
 FJ1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1050
 FJ1050. The following values were computed from the NAD 83(1993) position.
 FJ1050
 FJ1050;                    North         East     Units Scale Factor Converg.
 FJ1050;SPC OK S     -   192,947.878   608,280.990   MT  0.99997220   +0 03 05.5
 FJ1050;SPC OK S     -   633,029.83  1,995,668.55   sFT  0.99997220   +0 03 05.5
 FJ1050;UTM  14      - 3,881,653.060   599,450.801   MT  0.99972189   +0 37 36.6
 FJ1050
 FJ1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1050!SPC OK S     -   0.99994698  x   0.99997220  =   0.99991918
 FJ1050!UTM  14      -   0.99994698  x   0.99972189  =   0.99966888
 FJ1050
 FJ1050:                Primary Azimuth Mark                     Grid Az
 FJ1050:SPC OK S     -  SALT                                     356 12 16.1
 FJ1050:UTM  14      -  SALT                                     355 37 45.0
 FJ1050
 FJ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9945081653(NAD 83)
 FJ1050
 FJ1050|---------------------------------------------------------------------|
 FJ1050| PID    Reference Object                     Distance      Geod. Az  |
 FJ1050|                                                           dddmmss.s |
 FJ1050| FJ1056 AMBER MUNICIPAL STANDPIPE           APPROX.10.0 KM 0160052.8 |
 FJ1050| FJ1049 CHICK                                25.815 METERS 10348     |
 FJ1050| FJ1051 CHICKASHA PUB SER KKC 849 NEW       APPROX. 8.2 KM 1941627.7 |
 FJ1050| FJ1048 CHICKASHA RAD STA KWCO S MAST       APPROX. 5.3 KM 2074901.2 |
 FJ1050| FJ1053 CHICKASHA KNDR RADIO MAST           APPROX. 9.3 KM 2215844.1 |
 FJ1050| FJ1052 CHICKASHA MUNICIPAL AIR BEACON      APPROX. 5.1 KM 2893612.4 |
 FJ1050| FJ1057 SALT                                APPROX.10.9 KM 3561521.6 |
 FJ1050|---------------------------------------------------------------------|
 FJ1050
 FJ1050                          SUPERSEDED SURVEY CONTROL
 FJ1050
 FJ1050  NAD 83(1986)-  35 04 21.84759(N)    097 54 33.11933(W) AD(       ) 1
 FJ1050  NAD 27      -  35 04 21.61849(N)    097 54 31.96096(W) AD(       ) 1
 FJ1050  NGVD 29 (07/19/86)  364.2    (m)         1195.     (f) VERT ANG       
 FJ1050
 FJ1050.Superseded values are not recommended for survey control.
 FJ1050
 FJ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1050.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1050
 FJ1050_MARKER: DS = TRIANGULATION STATION DISK
 FJ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1050_STAMPING: CHICK RM A 1968
 FJ1050_MARK LOGO: CGS
 FJ1050_PROJECTION: RECESSED 20 CENTIMETERS
 FJ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1050+STABILITY: SURFACE MOTION
 FJ1050
 FJ1050  HISTORY     - Date     Condition        Report By
 FJ1050  HISTORY     - 1968     MONUMENTED       CGS
 FJ1050
 FJ1050                          STATION DESCRIPTION
 FJ1050
 FJ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1050'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION
 FJ1050'AS TRIANGULATION STATION CHICK.
 FJ1050'
 FJ1050'STATION IS A STANDARD STATION MARK DISK, STAMPED CHICK RM A 1968,
 FJ1050'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 8
 FJ1050'INCHES BELOW THE SURFACE OF THE GROUND.  A SUB-SURFACE STATION
 FJ1050'MARK DISK WAS SET ALSO AND THE DISK STAMPED THE SAME AS THE
 FJ1050'SURFACE DISK.  MARK IS 138 FEET SOUTH OF AN
 FJ1050'EAST-WEST GRADED ROAD, 130 FEET WEST OF A POWERLINE POLE 5-14 AND
 FJ1050'118.4 FEET SOUTH OF AN EAST-WEST FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0996 ***********************************************************************
 EK0996  DESIGNATION -  CHICKASAW
 EK0996  PID         -  EK0996
 EK0996  STATE/COUNTY-  OK/ATOKA
 EK0996  COUNTRY     -  US
 EK0996  USGS QUAD   -  LANE NW (2019)
 EK0996
 EK0996                         *CURRENT SURVEY CONTROL
 EK0996  ______________________________________________________________________
 EK0996* NAD 83(1993) POSITION- 34 28 52.24616(N) 095 57 35.15732(W)   ADJUSTED
 EK0996* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 EK0996  ______________________________________________________________________
 EK0996  GEOID HEIGHT    -        -29.157 (meters)                     GEOID18
 EK0996  LAPLACE CORR    -         -7.38  (seconds)                    DEFLEC18
 EK0996  HORZ ORDER      -  FIRST
 EK0996
 EK0996.The horizontal coordinates were established by classical geodetic methods
 EK0996.and adjusted by the National Geodetic Survey in November 1994.
 EK0996
 EK0996.The orthometric height was scaled from a topographic map.
 EK0996
 EK0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0996.GEOID18 height accuracy estimate available here.
 EK0996
 EK0996.Click photographs - Photos may exist for this station.
 EK0996
 EK0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0996
 EK0996. The following values were computed from the NAD 83(1993) position.
 EK0996
 EK0996;                    North         East     Units Scale Factor Converg.
 EK0996;SPC OK S     -   129,216.566   787,392.694   MT  0.99993755   +1 09 29.1
 EK0996;SPC OK S     -   423,938.02  2,583,304.20   sFT  0.99993755   +1 09 29.1
 EK0996;UTM  15      - 3,819,487.139   228,179.092   MT  1.00051083   -1 40 36.0
 EK0996;UTM  14      - 3,819,706.477   779,213.470   MT  1.00056105   +1 43 20.3
 EK0996
 EK0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0996!SPC OK S     -   0.99995574  x   0.99993755  =   0.99989330
 EK0996!UTM  15      -   0.99995574  x   1.00051083  =   1.00046655
 EK0996!UTM  14      -   0.99995574  x   1.00056105  =   1.00051677
 EK0996
 EK0996:                Primary Azimuth Mark                     Grid Az
 EK0996:SPC OK S     -  DAISY                                    081 02 53.9
 EK0996:UTM  15      -  DAISY                                    083 52 59.0
 EK0996:UTM  14      -  DAISY                                    080 29 02.7
 EK0996
 EK0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU2817919487(NAD 83)
 EK0996
 EK0996|---------------------------------------------------------------------|
 EK0996| PID    Reference Object                     Distance      Geod. Az  |
 EK0996|                                                           dddmmss.s |
 EK0996| EK1001 DAISY                               APPROX.19.9 KM 0821223.0 |
 EK0996| CX9205 CHICKASAW RM 1                       15.962 METERS 23139     |
 EK0996| CX9204 CHICKASAW AZ MK                     124.663 METERS 29111     |
 EK0996| CX9206 CHICKASAW RM 2                       13.656 METERS 32514     |
 EK0996|---------------------------------------------------------------------|
 EK0996
 EK0996                          SUPERSEDED SURVEY CONTROL
 EK0996
 EK0996  NAD 83(1986)-  34 28 52.25156(N)    095 57 35.15081(W) AD(       ) 1
 EK0996  NAD 27      -  34 28 51.91050(N)    095 57 34.18510(W) AD(       ) 1
 EK0996
 EK0996.Superseded values are not recommended for survey control.
 EK0996
 EK0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0996.See file dsdata.pdf to determine how the superseded data were derived.
 EK0996
 EK0996_MARKER: DS = TRIANGULATION STATION DISK
 EK0996_SETTING: 80 = SET IN A BOULDER
 EK0996_STAMPING: CHICKASAW 1935
 EK0996_MARK LOGO: CGS
 EK0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0996+STABILITY: SURFACE MOTION
 EK0996
 EK0996  HISTORY     - Date     Condition        Report By
 EK0996  HISTORY     - 1935     MONUMENTED       CGS
 EK0996  HISTORY     - 1955     GOOD             CGS
 EK0996
 EK0996                          STATION DESCRIPTION
 EK0996
 EK0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0996'STATION IS ABOUT 6 MILES E OF STRINGTOWN, ABOUT 13 MILES
 EK0996'NE OF ATOKA, ABOUT 1/2 MILE S OF THE CHICKASAW CREEK, IN
 EK0996'THE E SIDE CENTER OF SEC. 8, T 1 S, R 13 E, (OWNERSHOP OF
 EK0996'LAND UNKNOWN), ON HIGHEST POINT OF THE MOUNTAIN, ABOUT 90
 EK0996'FEET S OF S EDGE OF LARGE, E-W, ROCK OUTCROP THAT PROJECTS
 EK0996'ABOUT 15 FEET AND IS 50 FEET IN LENGTH, 25 FEET W OF A
 EK0996'TRIANGULAR-BLAZED, 18-INCH PINE TREE, 16 FEET WSW OF A
 EK0996'TRIANGULAR-BLAZED, 10-INCH OAK TREE, 19 FEET N OF A 15-INCH
 EK0996'RED OAK TREE.  THE MARK IS A STANDARD BRONZE DISK WEDGED
 EK0996'AND CEMENTED INTO A DRILL HOLE IN THE TOP OF A
 EK0996'PYRAMIDAL-SHAPED BOULDER THAT PROJECTS ABOUT 1 FOOT ABOVE THE
 EK0996'SURFACE.
 EK0996'
 EK0996'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 EK0996'TOP OF A WEDGE-SHAPED BOULDER THAT PROJECTS ABOUT 3 FEET,
 EK0996'7 FEET SE OF A 12-INCH OAK TREE, 14 FEET NE OF A 12-INCH
 EK0996'PINE TREE.  IT IS SW OF THE STATION.
 EK0996'
 EK0996'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS A STANDARD
 EK0996'BRONZE DISK SET IN THE TOP OF A SLIM, E-W BOULDER THAT PROJECTS
 EK0996'ABOUT 2-1/2 FEET, 13 FEET S OF A 14-INCH OAK TREE, 5 FEET
 EK0996'NW OF AN 8-INCH OAK TREE, 71.01 FEET NNE OF REFERENCE MARK
 EK0996'NO. 1.
 EK0996'
 EK0996'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 EK0996'IN A BOULDER.  IT IS WNW OF THE STATION, ON THE HIGHEST
 EK0996'POINT OF A LARGE 15- BY 20-FOOT BOULDER THAT PROJECTS ABOUT
 EK0996'5 FEET.  IT IS THE ONLY LARGE BOULDER WITHIN A RADIUS OF
 EK0996'ABOUT 50 YARDS.
 EK0996'
 EK0996'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 73 AND U.S. HIGHWAY
 EK0996'75 AT THE N EDGE OF ATOKA, GO N ON U.S. HIGHWAY 73, 6.9
 EK0996'MILES TO A TEXACO FILLING STATION AT THE W EDGE OF STRINGTOWN
 EK0996'AND SIGN STRINGTOWN 0.2 MILE.  THENCE E THROUGH STRINGTOWN
 EK0996'FOR 0.35 MILE TO TURN TO THE NE.  THENCE NE 0.35 MILE TO A
 EK0996'FORK.  TAKE RIGHT FORK, AND GO E 0.8 MILE TO A SIDE ROAD
 EK0996'TO THE N.  THENCE N AND E 1.4 MILES TO A SIDE ROAD N. THENCE
 EK0996'N 2.5 MILES TO A HOUSE AND LARGE BARN WITH A METAL ROOF.  TURN
 EK0996'LEFT JUST BEYOND THE HOUSE AND GO 0.6 MILE ON THE
 EK0996'MAIN-TRAVELED WOODS ROAD TO ANOTHER HOUSE AND A FORKS.  TAKE
 EK0996'LEFT FORKS, AND CONTINUE ON ROCKY ROAD UP THE MOUNTAIN 2.1
 EK0996'MILES TO TRIANGULAR-BLAZED 12-INCH OAK TREE.
 EK0996'THENCE S ABOUT 0.05 MILE TO CREST OF MOUNTAIN, AND THEN WSW
 EK0996'ALONG THE CREST ABOUT 0.1 MILE TO THE STATION.
 EK0996'
 EK0996'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 EK0996'
 EK0996'HEIGHT OF LIGHT ABOVE STATION MARK - 60 FEET.
 EK0996
 EK0996                          STATION RECOVERY (1955)
 EK0996
 EK0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK0996'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED
 EK0996'AND FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 EK0996'FOLLOWS--
 EK0996'
 EK0996'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY, TIMBERED
 EK0996'EAST-WEST RIDGE, ABOUT 11 MILES AIRLINE NORTHEAST OF ATOKA,
 EK0996'16 MILES AIRLINE SOUTH-SOUTHWEST OF KIOWA, AND 15 MILES
 EK0996'AIRLINE EAST-SOUTHEAST OF COALGATE.
 EK0996'
 EK0996'TO REACH THE STATION FROM THE POST OFFICE IN STRINGTOWN
 EK0996'GO NORTH ABOUT 100 YARDS TO A CROSS ROAD.  TURN RIGHT AND GO
 EK0996'EAST AND NORTHEAST 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK
 EK0996'AND GO SOUTHEAST AND SOUTH 0.7 MILE TO A FORK.  TAKE THE
 EK0996'LEFT FORK AND GO EAST AND SOUTH 1.4 MILES TO A FORK.  TAKE
 EK0996'THE LEFT FORK AND GO EAST 2.5 MILES TO A SIDE ROAD ON THE
 EK0996'LEFT ON THE EAST SIDE OF SOME BUILDINGS.  TURN LEFT AND GO
 EK0996'NORTH 0.4 MILE TO A SMALL LOG CABIN.  KEEP STRAIGHT AHEAD
 EK0996'ON THE ROAD AND GO NORTHEAST 0.8 MILE TO A SIDE ROAD AT
 EK0996'TWO OLD SHEDS.  TURN LEFT ONTO A DIM ROAD AND GO NORTH 0.7
 EK0996'MILE TO THE TOP OF THE RIDGE.  TURN RIGHT AND GO 0.6 MILE
 EK0996'ALONG THE NORTH SIDE OF THE RIDGE ON A VERY DIM, BLAZED
 EK0996'ROAD TO A PROMINENT OUTCROPPING OF ROCK ON THE RIGHT.
 EK0996'CIRCLE AROUND THE EAST SIDE OF THE ROCKS AND UP TO THE TOP
 EK0996'OF THE RIDGE AND THE STATION.
 EK0996'
 EK0996'THE STATION MARK IS A STANDARD DISK STAMPED CHICKASAW 1935
 EK0996'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 EK0996'1 FOOT ABOVE THE GROUND.  IT IS 15 FEET WEST-SOUTHWEST OF A
 EK0996'TRIANGULAR-BLAZED 12-INCH OAK TREE AND 90 FEET SOUTH OF THE
 EK0996'SOUTH EDGE OF A LARGE OUTCROPPING OF ROCK.
 EK0996'
 EK0996'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHICASAW
 EK0996'NO 1 1935 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 EK0996'THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 2 FEET HIGHER
 EK0996'THAN THE STATION.
 EK0996'
 EK0996'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHICKASAW
 EK0996'NO 2 1935 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 EK0996'THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 6 INCHES HIGHER
 EK0996'THAN THE STATION.
 EK0996'
 EK0996'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED CHICKASAW
 EK0996'1935 AZIMUTH CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 EK0996'BOULDER THAT PROJECTS ABOUT 7 FEET ABOVE THE GROUND.  IT
 EK0996'IS 14 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING TO
 EK0996'THE STATION AND IS THE ONLY BOULDER IN THE IMMEDIATE AREA.
 EK0996'
 EK0996'HEIGHT OF STAND--50 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0423 ***********************************************************************
 FJ0423  DESIGNATION -  CHICKASHA
 FJ0423  PID         -  FJ0423
 FJ0423  STATE/COUNTY-  OK/GRADY
 FJ0423  COUNTRY     -  US
 FJ0423  USGS QUAD   -  CHICKASHA (2018)
 FJ0423
 FJ0423                         *CURRENT SURVEY CONTROL
 FJ0423  ______________________________________________________________________
 FJ0423* NAD 83(1986) POSITION- 35 03 52.     (N) 097 55 38.     (W)   SCALED
 FJ0423* NAVD 88 ORTHO HEIGHT -   333.284 (meters)     1093.45  (feet) ADJUSTED
 FJ0423  ______________________________________________________________________
 FJ0423  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 FJ0423  DYNAMIC HEIGHT  -        332.955 (meters)     1092.37  (feet) COMP
 FJ0423  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 FJ0423
 FJ0423  VERT ORDER      -  FIRST     CLASS II
 FJ0423
 FJ0423.The horizontal coordinates were scaled from a map and have
 FJ0423.an estimated accuracy of +/- 6 seconds.
 FJ0423
 FJ0423.The orthometric height was determined by differential leveling and
 FJ0423.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0423.in June 1991.
 FJ0423
 FJ0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0423.GEOID18 height accuracy estimate available here.
 FJ0423
 FJ0423.Click photographs - Photos may exist for this station.
 FJ0423
 FJ0423.The dynamic height is computed by dividing the NAVD 88
 FJ0423.geopotential number by the normal gravity value computed on the
 FJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0423.degrees latitude (g = 980.6199 gals.).
 FJ0423
 FJ0423.The modeled gravity was interpolated from observed gravity values.
 FJ0423
 FJ0423;                    North         East    Units  Estimated Accuracy
 FJ0423;SPC OK S     -   192,030.      606,640.      MT  (+/- 180 meters Scaled)
 FJ0423
 FJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND978807(NAD 83)
 FJ0423
 FJ0423                          SUPERSEDED SURVEY CONTROL
 FJ0423
 FJ0423  NGVD 29 (??/??/92)  333.177  (m)         1093.10   (f) ADJ UNCH    1 2
 FJ0423
 FJ0423.Superseded values are not recommended for survey control.
 FJ0423
 FJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0423.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0423
 FJ0423_MARKER: DB = BENCH MARK DISK
 FJ0423_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0423_SP_SET: FOUNDATION WALL
 FJ0423_STAMPING: CHICKASHA 1934
 FJ0423_MARK LOGO: CGS
 FJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0423+STABILITY: SURFACE MOTION
 FJ0423
 FJ0423  HISTORY     - Date     Condition        Report By
 FJ0423  HISTORY     - 1934     MONUMENTED       CGS
 FJ0423  HISTORY     - 1953     GOOD             CGS
 FJ0423  HISTORY     - 1986     GOOD             NGS
 FJ0423
 FJ0423                          STATION DESCRIPTION
 FJ0423
 FJ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0423'1 MI NE FROM CHICKASHA.
 FJ0423'0.5 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0423'RAILROAD FROM THE STATION AT CHICKASHA, THENCE 0.5 MILE NORTHEAST
 FJ0423'ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD, 38 FEET SOUTH
 FJ0423'OF THE NORTHWEST CORNER OF THE BUILDING AT THE MUNICIPAL WATER
 FJ0423'WORKS, 34.3 FEET NORTH OF THE NORTH SIDE OF THE SOUTH ENTRANCE
 FJ0423'TO THE BUILDING, 2 FEET ABOVE THE SIDEWALK, SET VERTICALLY
 FJ0423'IN THE WEST SIDE OF THE CONCRETE FOUNDATION OF THE BUILDING.
 FJ0423
 FJ0423                          STATION RECOVERY (1986)
 FJ0423
 FJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0423'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.2 KM (0.75
 FJ0423'MI) WEST ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN CHICKASHA,
 FJ0423'THENCE 2.4 KM (1.5 MI) NORTHEASTERLY ALONG THE BURLINGTON NORTHERN
 FJ0423'RAILROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1046 ***********************************************************************
 FJ1046  DESIGNATION -  CHICKASHA
 FJ1046  PID         -  FJ1046
 FJ1046  STATE/COUNTY-  OK/GRADY
 FJ1046  COUNTRY     -  US
 FJ1046  USGS QUAD   -  CHICKASHA (2018)
 FJ1046
 FJ1046                         *CURRENT SURVEY CONTROL
 FJ1046  ______________________________________________________________________
 FJ1046* NAD 83(1993) POSITION- 35 02 02.27559(N) 097 56 47.79522(W)   ADJUSTED
 FJ1046* NAVD 88 ORTHO HEIGHT -   333.28  (+/-2cm)     1093.4   (feet) VERTCON3
 FJ1046  ______________________________________________________________________
 FJ1046  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 FJ1046  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 FJ1046  HORZ ORDER      -  THIRD
 FJ1046  VERT ORDER      -  THIRD ? (See Below)
 FJ1046
 FJ1046.The horizontal coordinates were established by classical geodetic methods
 FJ1046.and adjusted by the National Geodetic Survey in November 1994.
 FJ1046
 FJ1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1046
 FJ1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1046.GEOID18 height accuracy estimate available here.
 FJ1046
 FJ1046.The vertical order pertains to the NGVD 29 superseded value.
 FJ1046
 FJ1046.Click photographs - Photos may exist for this station.
 FJ1046
 FJ1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1046
 FJ1046. The following values were computed from the NAD 83(1993) position.
 FJ1046
 FJ1046;                    North         East     Units Scale Factor Converg.
 FJ1046;SPC OK S     -   188,644.517   604,871.718   MT  0.99996667   +0 01 49.1
 FJ1046;SPC OK S     -   618,911.22  1,984,483.29   sFT  0.99996667   +0 01 49.1
 FJ1046;UTM  14      - 3,877,316.801   596,085.724   MT  0.99971378   +0 36 17.1
 FJ1046
 FJ1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1046!SPC OK S     -   0.99995184  x   0.99996667  =   0.99991851
 FJ1046!UTM  14      -   0.99995184  x   0.99971378  =   0.99966563
 FJ1046
 FJ1046:                Primary Azimuth Mark                     Grid Az
 FJ1046:SPC OK S     -  CHICKASHA AZ MK                          197 14 37.5
 FJ1046:UTM  14      -  CHICKASHA AZ MK                          196 40 09.5
 FJ1046
 FJ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9608577316(NAD 83)
 FJ1046
 FJ1046|---------------------------------------------------------------------|
 FJ1046| PID    Reference Object                     Distance      Geod. Az  |
 FJ1046|                                                           dddmmss.s |
 FJ1046| CL4487 CHICKASHA AZ MK                                    1971626.6 |
 FJ1046| CL4489 CHICKASHA RM 2                       17.464 METERS 26321     |
 FJ1046| CL4488 CHICKASHA RM 1                       22.397 METERS 32528     |
 FJ1046|---------------------------------------------------------------------|
 FJ1046
 FJ1046                          SUPERSEDED SURVEY CONTROL
 FJ1046
 FJ1046  NAD 83(1986)-  35 02 02.28139(N)    097 56 47.77945(W) AD(       ) 3
 FJ1046  NAD 27      -  35 02 02.05076(N)    097 56 46.62075(W) AD(       ) 3
 FJ1046  NGVD 29             333.18   (m)         1093.1    (f) LEVELING    3  
 FJ1046
 FJ1046.Superseded values are not recommended for survey control.
 FJ1046
 FJ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1046.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1046
 FJ1046_MARKER: DS = TRIANGULATION STATION DISK
 FJ1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1046_STAMPING: CHICKASHA 1957
 FJ1046_MARK LOGO: CGS
 FJ1046_PROJECTION: FLUSH
 FJ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1046+STABILITY: SURFACE MOTION
 FJ1046
 FJ1046  HISTORY     - Date     Condition        Report By
 FJ1046  HISTORY     - 1957     MONUMENTED       CGS
 FJ1046  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ1046
 FJ1046                          STATION DESCRIPTION
 FJ1046
 FJ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1046'STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE CITY OF
 FJ1046'CHICKASHA, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 FJ1046'ADJACENT TO THE MUNICIPAL WATER TANK AND STANDPIPE AND ON
 FJ1046'PROPERTY OWNED BY THE CITY.  IT IS IN THE SOUTHEAST 1/4 OF SECTION
 FJ1046'33, T. 7. N., R. 7. W.
 FJ1046'
 FJ1046'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 FJ1046'CONCRETE POSTS.
 FJ1046'
 FJ1046'STATION MARKS ARE STAMPED CHICKASHA 1957.  THE SURFACE MARK
 FJ1046'IS FLUSH WITH THE GROUND SURFACE.  IT IS 172 FEET SOUTH-SOUTHEAST
 FJ1046'OF THE CENTER OF THE MUNICIPAL WATER TANK, 62 FEET SOUTHEAST
 FJ1046'OF THE MUNICIPAL STANDPIPE, 57 FEET NORTH OF THE CENTER OF
 FJ1046'ALABAMA AVENUE, 41 FEET WEST OF THE CENTER OF 11TH STREET, 33
 FJ1046'FEET SOUTH OF A 24 INCH ELM TREE, 48 FEET NORTHWEST OF A
 FJ1046'POWERLINE POLE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 FJ1046'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 FJ1046'
 FJ1046'REFERENCE MARK 1 IS FLUSH AND IS STAMPED CHICKASHA NO 1 1957.
 FJ1046'IT IS 112 FEET NORTH OF THE CENTER OF ALABAMA AVENUE, 85
 FJ1046'FEET WEST OF THE CENTER OF 11TH STREET, 122 FEET NORTHWEST
 FJ1046'OF THE POWERLINE POLE AND 4 FEET EAST OF THE EAST SIDE OF THE
 FJ1046'STANDPIPE.
 FJ1046'
 FJ1046'REFERENCE MARK 2 IS FLUSH AND IS STAMPED CHICKASHA NO 2 1957.
 FJ1046'IT IS 102 FEET WEST OF THE CENTER OF 11TH STREET, 42 FEET
 FJ1046'NORTH OF THE CENTER OF ALABAMA AVENUE, 86 FEET WEST-NORTHWEST
 FJ1046'OF THE POWERLINE POLE AND 32 FEET SOUTHEAST OF THE SOUTH SIDE
 FJ1046'OF THE STANDPIPE.
 FJ1046'
 FJ1046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ALABAMA
 FJ1046'AVENUE FOR 0.1 MILE TO 12TH STREET, TURN LEFT, SOUTH, AND GO
 FJ1046'0.25 MILE TO MARK ON RIGHT, IN NORTHEAST CORNER OF VACANT
 FJ1046'BLOCK, AT THE INTERSECTION OF GRAND AVENUE AND 12TH STREET.
 FJ1046'AZIMUTH MARK PROJECTS 8 INCHES AND IS STAMPED CHICKASHA 1957.
 FJ1046'IT IS 141 FEET SOUTH OF THE SOUTHEAST CORNER OF COLLEGE HEIGHTS
 FJ1046'BAPTIST CHURCH, 104 FEET EAST OF A POWERLINE POLE, 69 FEET
 FJ1046'WEST OF A TRANSFORMER POLE, 39 FEET WEST OF THE CENTER OF 12TH
 FJ1046'STREET AND 39 FEET SOUTH OF THE CENTER OF GRAND AVENUE.
 FJ1046'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE
 FJ1046'MARK.
 FJ1046
 FJ1046                          STATION RECOVERY (1988)
 FJ1046
 FJ1046'RECOVERY NOTE BY US POWER SQUADRON 1988 (CSF)
 FJ1046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1053 ***********************************************************************
 FJ1053  DESIGNATION -  CHICKASHA KNDR RADIO MAST
 FJ1053  PID         -  FJ1053
 FJ1053  STATE/COUNTY-  OK/GRADY
 FJ1053  COUNTRY     -  US
 FJ1053  USGS QUAD   -  CHICKASHA (2018)
 FJ1053
 FJ1053                         *CURRENT SURVEY CONTROL
 FJ1053  ______________________________________________________________________
 FJ1053* NAD 83(1993) POSITION- 35 00 37.11395(N) 097 58 38.81862(W)   ADJUSTED
 FJ1053  ______________________________________________________________________
 FJ1053  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 FJ1053  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 FJ1053  HORZ ORDER      -  THIRD
 FJ1053
 FJ1053.The horizontal coordinates were established by classical geodetic methods
 FJ1053.and adjusted by the National Geodetic Survey in November 1994.
 FJ1053
 FJ1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1053.GEOID18 height accuracy estimate available here.
 FJ1053
 FJ1053.Click photographs - Photos may exist for this station.
 FJ1053
 FJ1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1053
 FJ1053. The following values were computed from the NAD 83(1993) position.
 FJ1053
 FJ1053;                    North         East     Units Scale Factor Converg.
 FJ1053;SPC OK S     -   186,019.129   602,058.250   MT  0.99996352   +0 00 46.1
 FJ1053;SPC OK S     -   610,297.76  1,975,252.78   sFT  0.99996352   +0 00 46.1
 FJ1053;UTM  14      - 3,874,664.027   593,299.417   MT  0.99970728   +0 35 12.1
 FJ1053
 FJ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9329974664(NAD 83)
 FJ1053
 FJ1053                          SUPERSEDED SURVEY CONTROL
 FJ1053
 FJ1053  NAD 83(1986)-  35 00 37.11913(N)    097 58 38.80238(W) AD(       ) 3
 FJ1053  NAD 27      -  35 00 36.88604(N)    097 58 37.64163(W) AD(       ) 3
 FJ1053
 FJ1053.Superseded values are not recommended for survey control.
 FJ1053
 FJ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1053.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1053
 FJ1053_MARKER: 42 = RADIO/TV MAST
 FJ1053
 FJ1053  HISTORY     - Date     Condition        Report By
 FJ1053  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1053
 FJ1053                          STATION DESCRIPTION
 FJ1053
 FJ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1053'STATION IS LOCATED ON A HILL, INSIDE A FENCED PASTURE, ABOUT 1
 FJ1053'MILE SOUTHWEST OF CHICKASHA AND ABOUT 200 FEET WEST OF STATE
 FJ1053'HIGHWAY 92.
 FJ1053'
 FJ1053'A SLENDER TRIANGULAR SHAPED STEEL MAST, 200 FEET IN HEIGHT,
 FJ1053'PAINTED RED-WHITE SECTIONS AND HAS A RED LIGHT MOUNTED AT TOP.
 FJ1053'
 FJ1053'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1045 ***********************************************************************
 FJ1045  DESIGNATION -  CHICKASHA MUN STANDPIPE 1957
 FJ1045  PID         -  FJ1045
 FJ1045  STATE/COUNTY-  OK/GRADY
 FJ1045  COUNTRY     -  US
 FJ1045  USGS QUAD   -  CHICKASHA (2018)
 FJ1045
 FJ1045                         *CURRENT SURVEY CONTROL
 FJ1045  ______________________________________________________________________
 FJ1045* NAD 83(1993) POSITION- 35 02 02.80627(N) 097 56 48.71293(W)   ADJUSTED
 FJ1045  ______________________________________________________________________
 FJ1045  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 FJ1045  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 FJ1045  HORZ ORDER      -  THIRD
 FJ1045
 FJ1045.The horizontal coordinates were established by classical geodetic methods
 FJ1045.and adjusted by the National Geodetic Survey in November 1994.
 FJ1045
 FJ1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1045.GEOID18 height accuracy estimate available here.
 FJ1045
 FJ1045.Click photographs - Photos may exist for this station.
 FJ1045
 FJ1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1045
 FJ1045. The following values were computed from the NAD 83(1993) position.
 FJ1045
 FJ1045;                    North         East     Units Scale Factor Converg.
 FJ1045;SPC OK S     -   188,660.858   604,848.448   MT  0.99996669   +0 01 48.6
 FJ1045;SPC OK S     -   618,964.83  1,984,406.95   sFT  0.99996669   +0 01 48.6
 FJ1045;UTM  14      - 3,877,332.904   596,062.298   MT  0.99971373   +0 36 16.6
 FJ1045
 FJ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9606277332(NAD 83)
 FJ1045
 FJ1045                          SUPERSEDED SURVEY CONTROL
 FJ1045
 FJ1045  NAD 83(1986)-  35 02 02.81206(N)    097 56 48.69716(W) AD(       ) 3
 FJ1045  NAD 27      -  35 02 02.58145(N)    097 56 47.53843(W) AD(       ) 3
 FJ1045
 FJ1045.Superseded values are not recommended for survey control.
 FJ1045
 FJ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1045.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1045
 FJ1045_MARKER: 52 = STANDPIPE TANK
 FJ1045
 FJ1045  HISTORY     - Date     Condition        Report By
 FJ1045  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1045  HISTORY     - 1988     GOOD             USPSQD
 FJ1045
 FJ1045                          STATION DESCRIPTION
 FJ1045
 FJ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1045'THE STATION IS THE CENTER OF THE BASE OF THE CHICKASHA MUNICIPAL
 FJ1045'STANDPIPE.  IT IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 FJ1045'HILL, IN THE SOUTHWEST SECTION OF CHICKASHA, IN THE NORTHWEST
 FJ1045'ANGLE OF 11TH STREET AND ALABAMA AVENUE.
 FJ1045'
 FJ1045'IT IS AN ALL STEEL STRUCTURE, PAINTED ALUMINUM, AND IS ABOUT
 FJ1045'90 FEET HIGH.
 FJ1045'
 FJ1045'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FJ1045'CHICKASHA TO THE CENTER OF THE BASE.  THE DISTANCE = 28.435
 FJ1045'M. (93.28 FT.) NORTHWEST OF THE STATION.
 FJ1045
 FJ1045                          STATION RECOVERY (1988)
 FJ1045
 FJ1045'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ1045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1047 ***********************************************************************
 FJ1047  DESIGNATION -  CHICKASHA MUN TANK
 FJ1047  PID         -  FJ1047
 FJ1047  STATE/COUNTY-  OK/GRADY
 FJ1047  COUNTRY     -  US
 FJ1047  USGS QUAD   -  CHICKASHA (2018)
 FJ1047
 FJ1047                         *CURRENT SURVEY CONTROL
 FJ1047  ______________________________________________________________________
 FJ1047* NAD 83(1993) POSITION- 35 02 03.84688(N) 097 56 48.72186(W)   ADJUSTED
 FJ1047  ______________________________________________________________________
 FJ1047  GEOID HEIGHT    -        -26.437 (meters)                     GEOID18
 FJ1047  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 FJ1047  HORZ ORDER      -  THIRD
 FJ1047
 FJ1047.The horizontal coordinates were established by classical geodetic methods
 FJ1047.and adjusted by the National Geodetic Survey in November 1994.
 FJ1047
 FJ1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1047.GEOID18 height accuracy estimate available here.
 FJ1047
 FJ1047.Click photographs - Photos may exist for this station.
 FJ1047
 FJ1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1047
 FJ1047. The following values were computed from the NAD 83(1993) position.
 FJ1047
 FJ1047;                    North         East     Units Scale Factor Converg.
 FJ1047;SPC OK S     -   188,692.926   604,848.205   MT  0.99996673   +0 01 48.6
 FJ1047;SPC OK S     -   619,070.04  1,984,406.15   sFT  0.99996673   +0 01 48.6
 FJ1047;UTM  14      - 3,877,364.959   596,061.734   MT  0.99971373   +0 36 16.6
 FJ1047
 FJ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9606177364(NAD 83)
 FJ1047
 FJ1047                          SUPERSEDED SURVEY CONTROL
 FJ1047
 FJ1047  NAD 83(1986)-  35 02 03.85290(N)    097 56 48.70547(W) AD(       ) 3
 FJ1047  NAD 27      -  35 02 03.62213(N)    097 56 47.54757(W) AD(       ) 3
 FJ1047
 FJ1047.Superseded values are not recommended for survey control.
 FJ1047
 FJ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1047.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1047
 FJ1047_MARKER: 53 = ELEVATED TANK
 FJ1047
 FJ1047  HISTORY     - Date     Condition        Report By
 FJ1047  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1047  HISTORY     - 1968     GOOD             CGS
 FJ1047  HISTORY     - 1988     GOOD             USPSQD
 FJ1047
 FJ1047                          STATION DESCRIPTION
 FJ1047
 FJ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1047'THE STATION IS THE CENTER OF THE BASE OF THE CHICKASHA MUNICIPAL
 FJ1047'WATER TANK.  IT IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 FJ1047'HILL IN THE SOUTHWEST SECTION OF CHICKASHA, IN THE NORTHWEST
 FJ1047'ANGLE OF 11TH STREET AND ALABAMA AVENUE.
 FJ1047'
 FJ1047'THE TANK IS SUPPORTED BY AN 8 LEGGED STEEL FRAMEWORK STRUCTURE,
 FJ1047'OVERALL HEIGHT ABOUT 90 FEET.  THE ENTIRE STRUCTURE IS PAINTED
 FJ1047'ALUMINUM.
 FJ1047'
 FJ1047'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FJ1047'CHICKASHA TO THE CENTER OF THE BASE OF THE COLUMN.  THE DISTANCE
 FJ1047'= 53.822 M. (176.58 FT.) NORTH-NORTHWEST OF THE STATION.
 FJ1047
 FJ1047                          STATION RECOVERY (1968)
 FJ1047
 FJ1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1047'STATION RECOVERED AS DESCRIBED IN 1957 AND FOUND IN GOOD
 FJ1047'CONDITION.
 FJ1047
 FJ1047                          STATION RECOVERY (1988)
 FJ1047
 FJ1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ1047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1052 ***********************************************************************
 FJ1052  DESIGNATION -  CHICKASHA MUNICIPAL AIR BEACON
 FJ1052  PID         -  FJ1052
 FJ1052  STATE/COUNTY-  OK/GRADY
 FJ1052  COUNTRY     -  US
 FJ1052  USGS QUAD   -  CHICKASHA (2018)
 FJ1052
 FJ1052                         *CURRENT SURVEY CONTROL
 FJ1052  ______________________________________________________________________
 FJ1052* NAD 83(1993) POSITION- 35 05 17.37546(N) 097 57 42.97427(W)   ADJUSTED
 FJ1052  ______________________________________________________________________
 FJ1052  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 FJ1052  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 FJ1052  HORZ ORDER      -  THIRD
 FJ1052
 FJ1052.This mark is at Chickasha Airport (CHK)
 FJ1052
 FJ1052.The horizontal coordinates were established by classical geodetic methods
 FJ1052.and adjusted by the National Geodetic Survey in November 1994.
 FJ1052
 FJ1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1052.GEOID18 height accuracy estimate available here.
 FJ1052
 FJ1052.Click photographs - Photos may exist for this station.
 FJ1052
 FJ1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1052
 FJ1052. The following values were computed from the NAD 83(1993) position.
 FJ1052
 FJ1052;                    North         East     Units Scale Factor Converg.
 FJ1052;SPC OK S     -   194,656.125   603,470.855   MT  0.99997453   +0 01 17.8
 FJ1052;SPC OK S     -   638,634.30  1,979,887.30   sFT  0.99997453   +0 01 17.8
 FJ1052;UTM  14      - 3,883,312.503   594,625.001   MT  0.99971035   +0 35 48.3
 FJ1052
 FJ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9462583312(NAD 83)
 FJ1052
 FJ1052                          SUPERSEDED SURVEY CONTROL
 FJ1052
 FJ1052  NAD 83(1986)-  35 05 17.38056(N)    097 57 42.95770(W) AD(       ) 3
 FJ1052  NAD 27      -  35 05 17.15494(N)    097 57 41.79407(W) AD(       ) 3
 FJ1052
 FJ1052.Superseded values are not recommended for survey control.
 FJ1052
 FJ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1052.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1052
 FJ1052_MARKER: 21 = AIRPORT BEACON
 FJ1052
 FJ1052  HISTORY     - Date     Condition        Report By
 FJ1052  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1052
 FJ1052                          STATION DESCRIPTION
 FJ1052
 FJ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1052'THE STATION IS THE CENTER OF THE REVOLVING LIGHT AT THE APEX
 FJ1052'OF THE BEACON.  IT IS A FOUR-LEGGED STEEL STRUCTURE PAINTED
 FJ1052'ALTERNATELY ORANGE AND WHITE AND 50 FEET HIGH.
 FJ1052'
 FJ1052'IT IS LOCATED IN THE SOUTHEAST CORNER OF THE CHICKASHA MUNICIPAL
 FJ1052'AIRPORT ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 81 AND 3 MILES
 FJ1052'NORTHWEST OF CHICKSHA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1051 ***********************************************************************
 FJ1051  DESIGNATION -  CHICKASHA PUB SER KKC 849 NEW
 FJ1051  PID         -  FJ1051
 FJ1051  STATE/COUNTY-  OK/GRADY
 FJ1051  COUNTRY     -  US
 FJ1051  USGS QUAD   -  CHICKASHA (2018)
 FJ1051
 FJ1051                         *CURRENT SURVEY CONTROL
 FJ1051  ______________________________________________________________________
 FJ1051* NAD 83(1993) POSITION- 35 00 03.89246(N) 097 55 52.89128(W)   ADJUSTED
 FJ1051  ______________________________________________________________________
 FJ1051  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 FJ1051  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 FJ1051  HORZ ORDER      -  THIRD
 FJ1051
 FJ1051.The horizontal coordinates were established by classical geodetic methods
 FJ1051.and adjusted by the National Geodetic Survey in November 1994.
 FJ1051
 FJ1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1051.GEOID18 height accuracy estimate available here.
 FJ1051
 FJ1051.Click photographs - Photos may exist for this station.
 FJ1051
 FJ1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1051
 FJ1051. The following values were computed from the NAD 83(1993) position.
 FJ1051
 FJ1051;                    North         East     Units Scale Factor Converg.
 FJ1051;SPC OK S     -   184,997.286   606,265.821   MT  0.99996234   +0 02 20.3
 FJ1051;SPC OK S     -   606,945.26  1,989,057.11   sFT  0.99996234   +0 02 20.3
 FJ1051;UTM  14      - 3,873,684.630   597,515.955   MT  0.99971720   +0 36 46.8
 FJ1051
 FJ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9751573684(NAD 83)
 FJ1051
 FJ1051                          SUPERSEDED SURVEY CONTROL
 FJ1051
 FJ1051  NAD 83(1986)-  35 00 03.89758(N)    097 55 52.87506(W) AD(       ) 3
 FJ1051  NAD 27      -  35 00 03.66159(N)    097 55 51.71886(W) AD(       ) 3
 FJ1051
 FJ1051.Superseded values are not recommended for survey control.
 FJ1051
 FJ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1051.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1051
 FJ1051_MARKER: 42 = RADIO/TV MAST
 FJ1051
 FJ1051  HISTORY     - Date     Condition        Report By
 FJ1051  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1051
 FJ1051                          STATION DESCRIPTION
 FJ1051
 FJ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1051'THE STATION IS THE FLASHING RED LIGHT AT THE APEX OF THE MAST.
 FJ1051'IT IS A TRIANGULAR SHAPED STEEL MAST, 190 FEET HIGH AND PAINTED
 FJ1051'ALTERNATELY RED AND WHITE.
 FJ1051'
 FJ1051'IT IS LOCATED IN THE SOUTHEAST CORNER OF THE PUBLIC SERVICE
 FJ1051'COMPANY OF OKLAHOMA ABOUT 4 MILES SOUTH OF CHICHASHA AND 0.15
 FJ1051'MILE EAST OF U.S. HIGHWAY 81.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1048 ***********************************************************************
 FJ1048  DESIGNATION -  CHICKASHA RAD STA KWCO S MAST
 FJ1048  PID         -  FJ1048
 FJ1048  STATE/COUNTY-  OK/GRADY
 FJ1048  COUNTRY     -  US
 FJ1048  USGS QUAD   -  CHICKASHA (2018)
 FJ1048
 FJ1048                         *CURRENT SURVEY CONTROL
 FJ1048  ______________________________________________________________________
 FJ1048* NAD 83(1993) POSITION- 35 01 48.68277(N) 097 56 11.37271(W)   ADJUSTED
 FJ1048  ______________________________________________________________________
 FJ1048  GEOID HEIGHT    -        -26.421 (meters)                     GEOID18
 FJ1048  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 FJ1048  HORZ ORDER      -  THIRD
 FJ1048
 FJ1048.The horizontal coordinates were established by classical geodetic methods
 FJ1048.and adjusted by the National Geodetic Survey in November 1994.
 FJ1048
 FJ1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1048.GEOID18 height accuracy estimate available here.
 FJ1048
 FJ1048.Click photographs - Photos may exist for this station.
 FJ1048
 FJ1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1048
 FJ1048. The following values were computed from the NAD 83(1993) position.
 FJ1048
 FJ1048;                    North         East     Units Scale Factor Converg.
 FJ1048;SPC OK S     -   188,226.176   605,795.164   MT  0.99996615   +0 02 09.8
 FJ1048;SPC OK S     -   617,538.71  1,987,512.97   sFT  0.99996615   +0 02 09.8
 FJ1048;UTM  14      - 3,876,907.842   597,013.085   MT  0.99971599   +0 36 37.8
 FJ1048
 FJ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9701376907(NAD 83)
 FJ1048
 FJ1048                          SUPERSEDED SURVEY CONTROL
 FJ1048
 FJ1048  NAD 83(1986)-  35 01 48.68844(N)    097 56 11.35634(W) AD(       ) 3
 FJ1048  NAD 27      -  35 01 48.45833(N)    097 56 10.20037(W) AD(       ) 3
 FJ1048
 FJ1048.Superseded values are not recommended for survey control.
 FJ1048
 FJ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1048.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1048
 FJ1048_MARKER: 42 = RADIO/TV MAST
 FJ1048
 FJ1048  HISTORY     - Date     Condition        Report By
 FJ1048  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1048  HISTORY     - 1958     GOOD             CGS
 FJ1048
 FJ1048                          STATION DESCRIPTION
 FJ1048
 FJ1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1048'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH ONE OF
 FJ1048'TWO RADIO MASTS OF THE CHICKASHA RADIO STATION KWCO.  IT IS
 FJ1048'LOCATED ABOUT 1-1/2 MILES SOUTH OF THE CENTER OF TOWN, IN
 FJ1048'THE NORTHWEST ANGLE OF S 4TH STREET (U.S. HIGHWAY 277) AND
 FJ1048'GRAND AVENUE AND JUST NORTHWEST OF THE BROADCASTING STUDIO.
 FJ1048'IT IS A VERTICAL SKELETON STEEL STRUCTURE 192 FEET HIGH,
 FJ1048'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE SOUTH
 FJ1048'MAST HAS A FLASHING RED LIGHT AT THE TOP AND THE NORTH MAST
 FJ1048'HAS A STEADY RED LIGHT AT THE TOP.
 FJ1048
 FJ1048                          STATION RECOVERY (1958)
 FJ1048
 FJ1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LLC)
 FJ1048'STATION RECOVERED AS DESCRIBED IN 1957.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0655 ***********************************************************************
 GH0655  DESIGNATION -  CHIL
 GH0655  PID         -  GH0655
 GH0655  STATE/COUNTY-  OK/KAY
 GH0655  COUNTRY     -  US
 GH0655  USGS QUAD   -  PECKHAM (2018)
 GH0655
 GH0655                         *CURRENT SURVEY CONTROL
 GH0655  ______________________________________________________________________
 GH0655* NAD 83(1997) POSITION- 36 59 46.31520(N) 097 07 45.65709(W)   ADJUSTED
 GH0655* NAVD 88 ORTHO HEIGHT -   365.    (meters)     1198.    (feet) SCALED
 GH0655  ______________________________________________________________________
 GH0655  GEOID HEIGHT    -        -28.975 (meters)                     GEOID18
 GH0655  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 GH0655  HORZ ORDER      -  THIRD
 GH0655
 GH0655.The horizontal coordinates were established by classical geodetic methods
 GH0655.and adjusted by the National Geodetic Survey in October 1998.
 GH0655
 GH0655.The orthometric height was scaled from a topographic map.
 GH0655
 GH0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0655.GEOID18 height accuracy estimate available here.
 GH0655
 GH0655.Click photographs - Photos may exist for this station.
 GH0655
 GH0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0655
 GH0655. The following values were computed from the NAD 83(1997) position.
 GH0655
 GH0655;                    North         East     Units Scale Factor Converg.
 GH0655;SPC OK N     -   221,843.733   677,504.773   MT  1.00004994   +0 30 49.7
 GH0655;SPC OK N     -   727,832.31  2,222,780.24   sFT  1.00004994   +0 30 49.7
 GH0655;UTM  14      - 4,096,086.221   666,459.670   MT  0.99994136   +1 07 33.4
 GH0655
 GH0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0655!SPC OK N     -   0.99994725  x   1.00004994  =   0.99999719
 GH0655!UTM  14      -   0.99994725  x   0.99994136  =   0.99988861
 GH0655
 GH0655:                Primary Azimuth Mark                     Grid Az
 GH0655:SPC OK N     -  CHIL AZ MK                               339 55 37.2
 GH0655:UTM  14      -  CHIL AZ MK                               339 18 53.5
 GH0655
 GH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6645996086(NAD 83)
 GH0655
 GH0655|---------------------------------------------------------------------|
 GH0655| PID    Reference Object                     Distance      Geod. Az  |
 GH0655|                                                           dddmmss.s |
 GH0655| HF1311 BOLTON TOWNSHIP WATER CORP TK       APPROX. 7.9 KM 0783600.9 |
 GH0655| CL4496 CHIL RM 1                             7.855 METERS 18015     |
 GH0655| CL4495 CHIL AZ MK                                         3402626.9 |
 GH0655| CL4497 CHIL RM 2                             6.123 METERS 35929     |
 GH0655|---------------------------------------------------------------------|
 GH0655
 GH0655                          SUPERSEDED SURVEY CONTROL
 GH0655
 GH0655  NAD 83(1993)-  36 59 46.31632(N)    097 07 45.65464(W) AD(       ) 3
 GH0655  NAD 83(1986)-  36 59 46.32673(N)    097 07 45.64729(W) AD(       ) 3
 GH0655  NAD 27      -  36 59 46.21872(N)    097 07 44.50248(W) AD(       ) 3
 GH0655
 GH0655.Superseded values are not recommended for survey control.
 GH0655
 GH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0655.See file dsdata.pdf to determine how the superseded data were derived.
 GH0655
 GH0655_MARKER: DS = TRIANGULATION STATION DISK
 GH0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0655_STAMPING: CHIL 1957
 GH0655_MARK LOGO: CGS
 GH0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0655+STABILITY: SURFACE MOTION
 GH0655
 GH0655  HISTORY     - Date     Condition        Report By
 GH0655  HISTORY     - 1957     MONUMENTED       CGS
 GH0655
 GH0655                          STATION DESCRIPTION
 GH0655
 GH0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0655'LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF ARKANSAS CITY, ABOUT 8 MILES
 GH0655'SOUTH OF GUEDA SPRINGS AND ABOUT 0.15 MILE SOUTH OF THE
 GH0655'KANSAS-OKLAHOMA STATE LINE, IN THE NORTH-CENTRAL PORTION OF SECTION
 GH0655'18, T29N, R2E.
 GH0655'
 GH0655'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 166, IN THE SOUTH
 GH0655'EDGE OF THE BUSINESS DISTRICT OF ARKANSAS CITY, BY GOING WEST ON
 GH0655'HIGHWAY 166 FOR 5 MILES TO CROSSROADS, TURN LEFT (SOUTH) ON SURFACED
 GH0655'ROAD FOR 4 MILES TO T-INTERSECTION AND STATE LINE ROAD, TURN RIGHT
 GH0655'(WEST) FOR 0.1 MILE TO ENTRANCE TO FIELD ON THE LEFT, (THE AZIMUTH
 GH0655'MARK IS ON THE LEFT AT THIS POINT), TURN LEFT, INTO FIELD, AND FOLLOW
 GH0655'TRACK ROAD, SOUTHEASTERLY AND SOUTH FOR 0.2 MILE TO A GAP IN HEDGEROW
 GH0655'AND STATION ON THE LEFT.
 GH0655'
 GH0655'STATION MARKS ARE STANDARD DISKS, STAMPED CHIL 1957.  THE SURFACE MARK
 GH0655'IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING 4
 GH0655'INCHES.  IT IS 6 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD AND
 GH0655'IN THE WEST EDGE OF THE HEDGEROW.  THE UNDERGROUND MARK WAS SET IN AN
 GH0655'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.  A
 GH0655'WHITE POST WAS SET 5 FEET NORTHEAST OF THE MARK.
 GH0655'
 GH0655'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHIL NO 1 1957, SET IN
 GH0655'THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT
 GH0655'IS 7 FEET EAST OF THE EAST EDGE OF THE FIELD AND IN THE WEST EDGE OF
 GH0655'THE HEDGEROW.
 GH0655'
 GH0655'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHIL NO 2 1957, SET IN
 GH0655'THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT
 GH0655'IS 8 FEET EAST OF THE EAST EDGE OF THE FIELD AND IN THE WEST EDGE OF
 GH0655'THE HEDGEROW.
 GH0655'
 GH0655'AZIMUTH MARK IS A STANDARD DISK STAMPED CHIL 1957, SET IN THE TOP OF A
 GH0655'12-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT IS 28 FEET
 GH0655'SOUTH OF THE CENTER OF THE STATE LINE ROAD, 62 FEET SOUTH-SOUTHEAST OF
 GH0655'A ROAD RIGHT-OF-WAY FENCE CORNER AND 16 FEET EAST OF THE CENTER OF A
 GH0655'DRIVEWAY INTO A FIELD.  A WHITE POST WAS SET 1 FOOT WEST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0646 ***********************************************************************
 GH0646  DESIGNATION -  CHILOCCO INDIAN AGR SCHOOL TK
 GH0646  PID         -  GH0646
 GH0646  STATE/COUNTY-  OK/KAY
 GH0646  COUNTRY     -  US
 GH0646  USGS QUAD   -  NEWKIRK (2018)
 GH0646
 GH0646                         *CURRENT SURVEY CONTROL
 GH0646  ______________________________________________________________________
 GH0646* NAD 83(1997) POSITION- 36 59 14.33116(N) 097 04 18.31867(W)   ADJUSTED
 GH0646  ______________________________________________________________________
 GH0646  GEOID HEIGHT    -        -29.033 (meters)                     GEOID18
 GH0646  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 GH0646  HORZ ORDER      -  THIRD
 GH0646
 GH0646.The horizontal coordinates were established by classical geodetic methods
 GH0646.and adjusted by the National Geodetic Survey in October 1998.
 GH0646
 GH0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0646.GEOID18 height accuracy estimate available here.
 GH0646
 GH0646.Click photographs - Photos may exist for this station.
 GH0646
 GH0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0646
 GH0646. The following values were computed from the NAD 83(1997) position.
 GH0646
 GH0646;                    North         East     Units Scale Factor Converg.
 GH0646;SPC OK N     -   220,905.253   682,641.030   MT  1.00004771   +0 32 52.1
 GH0646;SPC OK N     -   724,753.32  2,239,631.45   sFT  1.00004771   +0 32 52.1
 GH0646;UTM  14      - 4,095,202.774   671,605.165   MT  0.99996279   +1 09 37.4
 GH0646
 GH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7160595202(NAD 83)
 GH0646
 GH0646                          SUPERSEDED SURVEY CONTROL
 GH0646
 GH0646  NAD 83(1993)-  36 59 14.33203(N)    097 04 18.31633(W) AD(       ) 3
 GH0646  NAD 83(1986)-  36 59 14.34295(N)    097 04 18.30880(W) AD(       ) 3
 GH0646  NAD 27      -  36 59 14.23297(N)    097 04 17.17091(W) AD(       ) 3
 GH0646
 GH0646.Superseded values are not recommended for survey control.
 GH0646
 GH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0646.See file dsdata.pdf to determine how the superseded data were derived.
 GH0646
 GH0646_MARKER: 51 = TANK
 GH0646
 GH0646  HISTORY     - Date     Condition        Report By
 GH0646  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0646  HISTORY     - 1957     GOOD             CGS
 GH0646
 GH0646                          STATION DESCRIPTION
 GH0646
 GH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0646'POINT OBSERVED UPON IS THE FINIAL ATOP OF THE 65-FOOT RED WATER
 GH0646'TANK LOCATED IN THE NORTHEAST CORNER OF THE CHILOCCO INDIAN
 GH0646'AGRICULTURAL SCHOOL GROUNDS.  REACHED FROM THE JUNCTION OF
 GH0646'U.S. HIGHWAY 77 AND THE OKLAHOMA-KANSAS BOUNDARY LINE BY
 GH0646'GOING SOUTH ON U.S. HIGHWAY 77 FOR 0.7 MILE, THENCE RIGHT
 GH0646'(WEST) ON CONCRETE ROAD 1.4 MILES TO THE SCHOOL AND WATER TANK.
 GH0646'
 GH0646'OBSERVED FROM STATIONS NEWKIRK NORTH BASE, LEWIS, ARKANSAS CITY,
 GH0646'JIM AND WARREN.
 GH0646
 GH0646                          STATION RECOVERY (1957)
 GH0646
 GH0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0646'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE TANK
 GH0646'IS NOW PAINTED ALUMINUM IN COLOR INSTEAD OF RED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0494 ***********************************************************************
 FH0494  DESIGNATION -  CHISELED SQUARE
 FH0494  PID         -  FH0494
 FH0494  STATE/COUNTY-  OK/MUSKOGEE
 FH0494  COUNTRY     -  US
 FH0494  USGS QUAD   -  FORT GIBSON DAM (2019)
 FH0494
 FH0494                         *CURRENT SURVEY CONTROL
 FH0494  ______________________________________________________________________
 FH0494* NAD 83(1986) POSITION- 35 45 42.     (N) 095 13 44.     (W)   SCALED
 FH0494* NAVD 88 ORTHO HEIGHT -   156.241 (meters)      512.60  (feet) ADJUSTED
 FH0494  ______________________________________________________________________
 FH0494  GEOID HEIGHT    -        -29.404 (meters)                     GEOID18
 FH0494  DYNAMIC HEIGHT  -        156.101 (meters)      512.14  (feet) COMP
 FH0494  MODELED GRAVITY -    979,735.5   (mgal)                       NAVD 88
 FH0494
 FH0494  VERT ORDER      -  SECOND    CLASS 0
 FH0494
 FH0494.The horizontal coordinates were scaled from a map and have
 FH0494.an estimated accuracy of +/- 6 seconds.
 FH0494
 FH0494.The orthometric height was determined by differential leveling and
 FH0494.adjusted by the NATIONAL GEODETIC SURVEY
 FH0494.in June 1991.
 FH0494
 FH0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0494.GEOID18 height accuracy estimate available here.
 FH0494
 FH0494.Click photographs - Photos may exist for this station.
 FH0494
 FH0494.The dynamic height is computed by dividing the NAVD 88
 FH0494.geopotential number by the normal gravity value computed on the
 FH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0494.degrees latitude (g = 980.6199 gals.).
 FH0494
 FH0494.The modeled gravity was interpolated from observed gravity values.
 FH0494
 FH0494;                    North         East    Units  Estimated Accuracy
 FH0494;SPC OK N     -    88,090.      850,560.      MT  (+/- 180 meters Scaled)
 FH0494
 FH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV984598(NAD 83)
 FH0494
 FH0494                          SUPERSEDED SURVEY CONTROL
 FH0494
 FH0494  NGVD 29 (??/??/92)  156.121  (m)          512.21   (f) ADJ UNCH    2 0
 FH0494
 FH0494.Superseded values are not recommended for survey control.
 FH0494
 FH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0494.See file dsdata.pdf to determine how the superseded data were derived.
 FH0494
 FH0494_MARKER: Q = CHISELED SQUARE
 FH0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0494_SP_SET: PIER
 FH0494_STAMPING: USBM
 FH0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0494
 FH0494  HISTORY     - Date     Condition        Report By
 FH0494  HISTORY     - UNK      MONUMENTED       USGS
 FH0494  HISTORY     - 1934     GOOD             CGS
 FH0494  HISTORY     - 1960     GOOD             CGS
 FH0494  HISTORY     - 20210413 MARK NOT FOUND   OKDOT
 FH0494
 FH0494                          STATION DESCRIPTION
 FH0494
 FH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0494'2.8 MILES SOUTHEAST OF FORT GIBSON, MUSKOGEE COUNTY, OKLAHOMA,
 FH0494'ON MISSOURI PACIFIC RAILROAD RIGHT OF WAY, AT BRIDGE 106 (OVER
 FH0494'BAYOU CREEK), IN TOP SURFACE OF SOUTH MASONRY PIER, 4 1/2 FEET
 FH0494'EAST OF EAST RAIL, SQUARE CUT IN STONE.
 FH0494
 FH0494                          STATION RECOVERY (1960)
 FH0494
 FH0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0494'RECOVERED IN GOOD CONDITION.
 FH0494
 FH0494                          STATION RECOVERY (2021)
 FH0494
 FH0494'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0494'STRUCTURE IS STILL THERE NO MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0395 ***********************************************************************
 GJ0395  DESIGNATION -  CHISELED SQUARE
 GJ0395  PID         -  GJ0395
 GJ0395  STATE/COUNTY-  OK/HARPER
 GJ0395  COUNTRY     -  US
 GJ0395  USGS QUAD   -  ROSSTON SE (2018)
 GJ0395
 GJ0395                         *CURRENT SURVEY CONTROL
 GJ0395  ______________________________________________________________________
 GJ0395* NAD 83(1986) POSITION- 36 48 44.     (N) 099 45 08.     (W)   SCALED
 GJ0395* NAVD 88 ORTHO HEIGHT -   589.55  (+/-2cm)     1934.2   (feet) VERTCON3
 GJ0395  ______________________________________________________________________
 GJ0395  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 GJ0395  VERT ORDER      -  ? (See Below)
 GJ0395
 GJ0395.The horizontal coordinates were scaled from a map and have
 GJ0395.an estimated accuracy of +/- 6 seconds.
 GJ0395
 GJ0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0395
 GJ0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0395.GEOID18 height accuracy estimate available here.
 GJ0395
 GJ0395.The vertical order pertains to the NGVD 29 superseded value.
 GJ0395
 GJ0395.Click photographs - Photos may exist for this station.
 GJ0395
 GJ0395;                    North         East    Units  Estimated Accuracy
 GJ0395;SPC OK N     -   202,490.      443,660.      MT  (+/- 180 meters Scaled)
 GJ0395
 GJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF329743(NAD 83)
 GJ0395
 GJ0395                          SUPERSEDED SURVEY CONTROL
 GJ0395
 GJ0395  NGVD 29 (??/??/92)  589.274  (m)         1933.31   (f) ADJ UNCH       
 GJ0395
 GJ0395.Superseded values are not recommended for survey control.
 GJ0395
 GJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0395.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0395
 GJ0395_MARKER: Q = CHISELED SQUARE
 GJ0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0395_SP_SET: BRIDGE
 GJ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0395
 GJ0395  HISTORY     - Date     Condition        Report By
 GJ0395  HISTORY     - 1934     MONUMENTED       CGS
 GJ0395
 GJ0395                          STATION DESCRIPTION
 GJ0395
 GJ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0395'7.7 MI W FROM BUFFALO.  ON THE NORTHWEST END OF A CONCRETE BRIDGE OVER
 GJ0395'BUFFALO CREEK ON HIGHWAY NO. 64.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1002 ***********************************************************************
 EK1002  DESIGNATION -  CHOCKIE
 EK1002  PID         -  EK1002
 EK1002  STATE/COUNTY-  OK/ATOKA
 EK1002  COUNTRY     -  US
 EK1002  USGS QUAD   -  LIMESTONE GAP (2019)
 EK1002
 EK1002                         *CURRENT SURVEY CONTROL
 EK1002  ______________________________________________________________________
 EK1002* NAD 83(1993) POSITION- 34 35 02.24603(N) 095 59 54.04449(W)   ADJUSTED
 EK1002* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 EK1002  ______________________________________________________________________
 EK1002  GEOID HEIGHT    -        -29.033 (meters)                     GEOID18
 EK1002  LAPLACE CORR    -         -7.05  (seconds)                    DEFLEC18
 EK1002  HORZ ORDER      -  THIRD
 EK1002
 EK1002.The horizontal coordinates were established by classical geodetic methods
 EK1002.and adjusted by the National Geodetic Survey in November 1994.
 EK1002
 EK1002.The orthometric height was scaled from a topographic map.
 EK1002
 EK1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1002.GEOID18 height accuracy estimate available here.
 EK1002
 EK1002.Click photographs - Photos may exist for this station.
 EK1002
 EK1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1002
 EK1002. The following values were computed from the NAD 83(1993) position.
 EK1002
 EK1002;                    North         East     Units Scale Factor Converg.
 EK1002;SPC OK S     -   140,544.001   783,623.606   MT  0.99993594   +1 08 10.2
 EK1002;SPC OK S     -   461,101.44  2,570,938.45   sFT  0.99993594   +1 08 10.2
 EK1002;UTM  15      - 3,830,993.966   224,973.382   MT  1.00053242   -1 42 10.7
 EK1002;UTM  14      - 3,831,002.997   775,330.204   MT  1.00053448   +1 42 17.5
 EK1002
 EK1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1002!SPC OK S     -   0.99996608  x   0.99993594  =   0.99990203
 EK1002!UTM  15      -   0.99996608  x   1.00053242  =   1.00049849
 EK1002!UTM  14      -   0.99996608  x   1.00053448  =   1.00050055
 EK1002
 EK1002:                Primary Azimuth Mark                     Grid Az
 EK1002:SPC OK S     -  BOGGY                                    301 18 51.7
 EK1002:UTM  15      -  BOGGY                                    304 09 12.6
 EK1002:UTM  14      -  BOGGY                                    300 44 44.4
 EK1002
 EK1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU2497330993(NAD 83)
 EK1002
 EK1002|---------------------------------------------------------------------|
 EK1002| PID    Reference Object                     Distance      Geod. Az  |
 EK1002|                                                           dddmmss.s |
 EK1002| CX9213 CHOCKIE AZ MK                                      0434353.6 |
 EK1002| CX9215 CHOCKIE RM 1                          3.921 METERS 11851     |
 EK1002| CX9214 CHOCKIE AZ MK 2                                    15317     |
 EK1002| CX9216 CHOCKIE RM 2                          6.328 METERS 20656     |
 EK1002| EL0705 BOGGY                               APPROX. 5.7 KM 3022701.9 |
 EK1002|---------------------------------------------------------------------|
 EK1002
 EK1002                          SUPERSEDED SURVEY CONTROL
 EK1002
 EK1002  NAD 83(1986)-  34 35 02.25092(N)    095 59 54.03828(W) AD(       ) 3
 EK1002  NAD 27      -  34 35 01.90680(N)    095 59 53.06360(W) AD(       ) 3
 EK1002
 EK1002.Superseded values are not recommended for survey control.
 EK1002
 EK1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1002.See file dsdata.pdf to determine how the superseded data were derived.
 EK1002
 EK1002_MARKER: DS = TRIANGULATION STATION DISK
 EK1002_SETTING: 66 = SET IN ROCK OUTCROP
 EK1002_STAMPING: CHOCKIE 1955
 EK1002_MARK LOGO: CGS
 EK1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK1002+STABILITY: POSITION/ELEVATION WELL
 EK1002
 EK1002  HISTORY     - Date     Condition        Report By
 EK1002  HISTORY     - 1955     MONUMENTED       CGS
 EK1002  HISTORY     - 1969     GOOD             CGS
 EK1002  HISTORY     - 1969     GOOD             OKDH
 EK1002
 EK1002                          STATION DESCRIPTION
 EK1002
 EK1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1002'STATION IS LOCATED, AIRLINE, ABOUT 14 MILES NORTH NORTHEAST OF
 EK1002'ATOKA, 13 MILES EAST NORTHEAST OF COALGATE AND 0.3 MILE NORTH
 EK1002'OF THE VILLAGE OF CHOCKIE.  IT IS ON THE CREST OF A NORTH-SOUTH
 EK1002'RIDGE ABOUT 75 FEET IN HEIGHT AND JUST WEST OF U.S. HIGHWAY
 EK1002'69.
 EK1002'
 EK1002'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 EK1002'69 AND 75 JUST NORTH OF ATOKA, GO NORTHERLY ON U.S. HIGHWAY
 EK1002'69 FOR 15.0 MILES TO SELFS GROCERY STORE ON THE LEFT IN
 EK1002'THE VILLAGE OF CHOCKIE.  CONTINUE NORTH ON THE HIGHWAY FOR
 EK1002'0.3 MILE TO A SIDE ROAD ON THE LEFT AT A SIGN ON THE RIGHT
 EK1002'WARDVILLE 7.  TURN LEFT AND GO 0.05 MILE TO WHERE THE ROAD
 EK1002'GOES THROUGH A CUT BANK AND THE END OF TRUCK TRAVEL.  FROM
 EK1002'HERE PACK SOUTH FOR ABOUT 200 FEET TO THE TOP OF THE RIDGE
 EK1002'AND THE STATION.
 EK1002'
 EK1002'STATION MARK, STAMPED CHOCKIE 1955, IS A STANDARD DISK CEMENTED
 EK1002'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES
 EK1002'AND FORMS THE BACKBONE OF THE RIDGE.
 EK1002'
 EK1002'REFERENCE MARK NUMBER 1, STAMPED CHOCKIE NO 1 1955, IS A
 EK1002'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EK1002'FLUSH WITH THE GROUND AND 3 FEET LOWER THAN THE STATION.  IT
 EK1002'IS 2.0 FEET SOUTHWEST OF A SMALL TREE WITH A TRIANGLE BLAZED
 EK1002'ON IT.
 EK1002'
 EK1002'REFERENCE MARK NUMBER 2, STAMPED CHOCKIE NO 2 1955, IS A
 EK1002'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EK1002'FLUSH WITH THE GROUND AND 1 FOOT LOWER THAN THE STATION.
 EK1002'IT IS ON THE CREST OF THE RIDGE.
 EK1002'
 EK1002'AZIMUTH MARK, STAMPED CHOCKIE 1955, IS A STANDARD DISK CEMENTED
 EK1002'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 EK1002'3 FEET.  IT IS ABOUT 75 FEET EAST OF THE CENTERLINE OF U.S.
 EK1002'HIGHWAY 69, ABOUT 25 FEET HIGHER THAN THE HIGHWAY AND 5.0 FEET
 EK1002'EAST OF A SMALL CAIRN.  TO REACH FROM THE STATION, GO NORTHERLY
 EK1002'ON THE HIGHWAY FOR 0.4 MILE TO THE SOUTH END OF THE HIGHWAY
 EK1002'CUTBANK AND THE AZIMUTH ON THE RIGHT.
 EK1002'
 EK1002'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EK1002
 EK1002                          STATION RECOVERY (1969)
 EK1002
 EK1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EK1002'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 EK1002'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED DURING HIGHWAY
 EK1002'CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION
 EK1002'FOLLOWS.
 EK1002'
 EK1002'THE STATION IS ABOUT 14 MILES NORTHEAST OF ATOKA, 0.3 MILE NORTH OF
 EK1002'CHOCKIE, AND ABOUT 50 YARDS WEST OF U. S. HIGHWAY 69, ON THE CREST
 EK1002'OF A NORTH-SOUTH RIDGE WHICH IS ABOUT 75 FEET IN HEIGHT.
 EK1002'
 EK1002'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 69, 75 AND STATE
 EK1002'HIGHWAY 3 WHICH IS 1/2 MILE NORTH OF ATOKA, GO NORTHEAST ON U. S.
 EK1002'HIGHWAY 69 FOR 11.9 MILES TO THE JUNCTION OF STATE HIGHWAY 43.
 EK1002'CONTINUE NORTHERLY ON U. S. HIGHWAY 69 FOR 3.35 MILES TO THE
 EK1002'VILLAGE OF CHOCKIE.  CONTINUE 0.1 MILE ON U.S. HIGHWAY 69 TO A SIDE
 EK1002'ROAD ON THE RIGHT.  (TO REACH AZIMUTH MARK TURN RIGHT, GO 0.15
 EK1002'MILE TO RAILROAD CROSSING AND AZIMUTH MARK AS DESCRIBED.)
 EK1002'CONTINUE ON THE HIGHWAY 0.2 MILE TO A SIDE ROAD ON THE LEFT.
 EK1002'TURN LEFT, GO ABOUT 25 YARDS TO END OF TRUCK TRAVEL.  PACK
 EK1002'SOUTHWESTERLY ABOUT 50 YARDS TO TOP OF RIDGE AND STATION.
 EK1002'
 EK1002'STATION MARK A STANDARD DISK, STAMPED CHOCKIE 1955, IS CEMENTED IN A
 EK1002'DRILL HOLE IN OUTCROPPING BEDROCK.  THE OUTCROP OF ROCK IS ABOUT 1
 EK1002'FOOT SQUARE AND PROJECTS 3 INCHES.  IT IS 6 FEET SOUTH OF A 4
 EK1002'INCHES ROUND WOODEN POST THAT HAS BEEN PAINTED YELLOW.
 EK1002'
 EK1002'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHOCKIE NO 1 1955,
 EK1002'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE OUTCROP
 EK1002'OF ROCK FORMS A SMALL RIM OF THE RIDGE AND IS ABOUT 3 FEET LOWER
 EK1002'THAN THE STATION MARK.
 EK1002'
 EK1002'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CHOCKIE NO 2 1955, IS
 EK1002'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE OUTCROP OF
 EK1002'ROCK IS NEAR THE MIDDLE OF RIDGE AND ABOUT 1 FOOT LOWER THAN THE
 EK1002'STATION MARK.
 EK1002'
 EK1002'AZIMUTH MARK, A STANDARD DISK, STAMPED CHOCKIE 1955 1969, IS SET IN
 EK1002'A 12 INCHES X 12 INCHES CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 EK1002'GROUND.  IT IS 83 FEET SOUTH OF THE RAILROAD CROSSING, 69 FEET
 EK1002'SOUTHEAST OF THE SOUTHEAST RAILROAD TRACK, 60 FEET SOUTHWEST OF
 EK1002'THE CENTER OF ROAD, 22 FEET SOUTHWEST OF A POWER LINE POLE, AND 1
 EK1002'FOOT NORTHWEST OF A METAL WITNESS POST AND THE RAILROAD
 EK1002'RIGHT-OF-WAY FENCE.
 EK1002'
 EK1002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.3 MILE
 EK1002'NORTH OF CHOCKIE.
 EK1002
 EK1002                          STATION RECOVERY (1969)
 EK1002
 EK1002'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1969 (RNS)
 EK1002'CHOCKIE 1955 RECOVERED GOOD.
 EK1002'
 EK1002'CHOCKIE NO 1 1955 RECOVERED GOOD.
 EK1002'
 EK1002'CHOCKIE NO 2 1955 RECOVERED GOOD.
 EK1002'
 EK1002'AZ MK DESTROYED.  AZ MARK WAS DESTROYED DURING HIGHWAY
 EK1002'CONSTRUCTION.
 EK1002'
 EK1002'THE STATION MONUMENT IS IN GOOD CONDITION AND THE DESCRIPTION FOR
 EK1002'REACHING MONUMENT IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0967 ***********************************************************************
 FJ0967  DESIGNATION -  CHOCTAW HIGH SCHOOL S FACE
 FJ0967  PID         -  FJ0967
 FJ0967  STATE/COUNTY-  OK/OKLAHOMA
 FJ0967  COUNTRY     -  US
 FJ0967  USGS QUAD   -  CHOCTAW (2018)
 FJ0967
 FJ0967                         *CURRENT SURVEY CONTROL
 FJ0967  ______________________________________________________________________
 FJ0967* NAD 83(1993) POSITION- 35 29 56.84405(N) 097 16 15.36365(W)   ADJUSTED
 FJ0967  ______________________________________________________________________
 FJ0967  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 FJ0967  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 FJ0967  HORZ ORDER      -  THIRD
 FJ0967
 FJ0967.The horizontal coordinates were established by classical geodetic methods
 FJ0967.and adjusted by the National Geodetic Survey in November 1994.
 FJ0967
 FJ0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0967.GEOID18 height accuracy estimate available here.
 FJ0967
 FJ0967.Click photographs - Photos may exist for this station.
 FJ0967
 FJ0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0967
 FJ0967. The following values were computed from the NAD 83(1993) position.
 FJ0967
 FJ0967;                    North         East     Units Scale Factor Converg.
 FJ0967;SPC OK N     -    55,627.882   666,148.636   MT  1.00001295   +0 25 48.9
 FJ0967;SPC OK N     -   182,505.81  2,185,522.65   sFT  1.00001295   +0 25 48.9
 FJ0967;UTM  14      - 3,929,770.567   656,823.846   MT  0.99990308   +1 00 15.3
 FJ0967
 FJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5682329770(NAD 83)
 FJ0967
 FJ0967                          SUPERSEDED SURVEY CONTROL
 FJ0967
 FJ0967  NAD 83(1986)-  35 29 56.85139(N)    097 16 15.34502(W) AD(       ) 3
 FJ0967  NAD 27      -  35 29 56.61132(N)    097 16 14.23014(W) AD(       ) 3
 FJ0967
 FJ0967.Superseded values are not recommended for survey control.
 FJ0967
 FJ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0967.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0967
 FJ0967
 FJ0967  HISTORY     - Date     Condition        Report By
 FJ0967  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0967
 FJ0967                          STATION DESCRIPTION
 FJ0967
 FJ0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0967'THE STATION IS THE CENTER OF THE TOP OF THE HALF CIRCLE
 FJ0967'ORNIMENTAL BRICK WORK AT THE TOP CENTER OF THE SOUTH FACE
 FJ0967'OF THE HIGH SCHOOL.
 FJ0967'
 FJ0967'THE SCHOOL IS LOCATED ON A HILL AT THE NORTH EDGE OF TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0859 ***********************************************************************
 FJ0859  DESIGNATION -  CHOCTAW RESET
 FJ0859  PID         -  FJ0859
 FJ0859  STATE/COUNTY-  OK/OKLAHOMA
 FJ0859  COUNTRY     -  US
 FJ0859  USGS QUAD   -  JONES (2018)
 FJ0859
 FJ0859                         *CURRENT SURVEY CONTROL
 FJ0859  ______________________________________________________________________
 FJ0859* NAD 83(1993) POSITION- 35 30 27.63549(N) 097 15 57.73383(W)   ADJUSTED
 FJ0859* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 FJ0859  ______________________________________________________________________
 FJ0859  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 FJ0859  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 FJ0859  HORZ ORDER      -  SECOND
 FJ0859
 FJ0859.The horizontal coordinates were established by classical geodetic methods
 FJ0859.and adjusted by the National Geodetic Survey in November 1994.
 FJ0859
 FJ0859.The orthometric height was scaled from a topographic map.
 FJ0859
 FJ0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0859.GEOID18 height accuracy estimate available here.
 FJ0859
 FJ0859.Click photographs - Photos may exist for this station.
 FJ0859
 FJ0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0859
 FJ0859. The following values were computed from the NAD 83(1993) position.
 FJ0859
 FJ0859;                    North         East     Units Scale Factor Converg.
 FJ0859;SPC OK N     -    56,580.188   666,585.778   MT  1.00001123   +0 25 59.3
 FJ0859;SPC OK N     -   185,630.17  2,186,956.84   sFT  1.00001123   +0 25 59.3
 FJ0859;UTM  14      - 3,930,727.102   657,251.377   MT  0.99990473   +1 00 26.3
 FJ0859
 FJ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0859!SPC OK N     -   0.99994712  x   1.00001123  =   0.99995835
 FJ0859!UTM  14      -   0.99994712  x   0.99990473  =   0.99985185
 FJ0859
 FJ0859:                Primary Azimuth Mark                     Grid Az
 FJ0859:SPC OK N     -  CHOCTAW AZ MK                            012 24 44.1
 FJ0859:UTM  14      -  CHOCTAW AZ MK                            011 50 17.1
 FJ0859
 FJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5725130727(NAD 83)
 FJ0859
 FJ0859|---------------------------------------------------------------------|
 FJ0859| PID    Reference Object                     Distance      Geod. Az  |
 FJ0859|                                                           dddmmss.s |
 FJ0859| CL4498 CHOCTAW AZ MK                                      0125043.4 |
 FJ0859| CL4501 CHOCTAW RM 3                         33.894 METERS 09108     |
 FJ0859| CL4502 CHOCTAW RM 4                         14.382 METERS 17726     |
 FJ0859| CL4499 CHOCTAW RM 1                         14.389 METERS 17726     |
 FJ0859| CL4500 CHOCTAW RM 2                         21.158 METERS 26429     |
 FJ0859|---------------------------------------------------------------------|
 FJ0859
 FJ0859                          SUPERSEDED SURVEY CONTROL
 FJ0859
 FJ0859  NAD 83(1986)-  35 30 27.64188(N)    097 15 57.71558(W) AD(       ) 2
 FJ0859  NAD 27      -  35 30 27.41803(N)    097 15 56.59964(W) AD(       ) 2
 FJ0859
 FJ0859.Superseded values are not recommended for survey control.
 FJ0859
 FJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0859.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0859
 FJ0859_MARKER: DS = TRIANGULATION STATION DISK
 FJ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0859_STAMPING: CHOCTAW 1955 1970
 FJ0859_MARK LOGO: CGS
 FJ0859_PROJECTION: FLUSH
 FJ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0859+STABILITY: SURFACE MOTION
 FJ0859
 FJ0859  HISTORY     - Date     Condition        Report By
 FJ0859  HISTORY     - 1970     MONUMENTED       NGS
 FJ0859
 FJ0859                          STATION DESCRIPTION
 FJ0859
 FJ0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ0859'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE
 FJ0859'MARK NO. 2 WERE DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND
 FJ0859'STATION MARK WAS RECOVERED ABOUT 1 FOOT BELOW THE SURFACE OF
 FJ0859'THE GROUND AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 FJ0859'AND FOUND IN GOOD CONDITION.
 FJ0859'
 FJ0859'THE UNDERGROUND STATION MARK WAS LOWERED VERTICALLY, A NEW
 FJ0859'STATION SURFACE MARK WAS SET, ALSO REFERENCE MARK NO. 3 AND
 FJ0859'REFERENCE MARK NO. 4 WERE SET.
 FJ0859'
 FJ0859'FOLLOWING IS A NEW DESCRIPTION.
 FJ0859'
 FJ0859'TO REACH THE STATION FROM THE INTERSECTION SOUTH OF THE POST
 FJ0859'OFFICE IN CHOCTAW, GO EAST ON U.S. HIGHWAY 62 FOR 0.2 MILE
 FJ0859'TO CLARKE STREET.  TURN LEFT AND GO NORTH ON CLARKE STREET 0.05
 FJ0859'MILE TO BY-PASS STREET.  TURN RIGHT AND GO EAST ON BY-PASS
 FJ0859'STREET FOR 0.1 MILE TO CHOCTAW ROAD.  TURN LEFT AND GO NORTH ON
 FJ0859'CHOCTAW ROAD FOR 1.0 MILE TO A CROSSROAD.  (CONTINUE NORTH ON
 FJ0859'CHOCTAW ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 FJ0859'TURN LEFT AND GO WEST ON NE 36TH STREET FOR 0.1 MILE TO THE
 FJ0859'STATION ON THE RIGHT.
 FJ0859'
 FJ0859'STATION MARKS ARE STANDARD DISKS STAMPED CHOCTAW 1955 1970.
 FJ0859'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FJ0859'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71.5 FEET
 FJ0859'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 57.5 FEET EAST
 FJ0859'OF THE EAST END OF A SMALL CONCRETE CULVERT, 24.5 FEET SOUTHWEST
 FJ0859'OF THE CENTER OF A GAS METER, AND 24 FEET NORTH OF THE CENTER
 FJ0859'OF NE 36TH STREET.  THE UNDERGROUND MARK, IS SET IN THE TOP
 FJ0859'OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF
 FJ0859'THE GROUND.
 FJ0859'
 FJ0859'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CHOCTAW 1955
 FJ0859'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ0859'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET EAST
 FJ0859'OF THE CENTER OF A DRIVEWAY, 22 FEET NORTH OF THE CENTER
 FJ0859'OF THE ROAD, 20.5 FEET SOUTHEAST OF A POWERLINE POLE, 17 FEET
 FJ0859'SOUTH OF THE SOUTH END OF A FENCE, 5 FEET NORTH OF A ROAD SIGN,
 FJ0859'AND ON A NORTH-SOUTH PROPERTY LINE.
 FJ0859'
 FJ0859'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CHOCTAW 1955 NO. 4
 FJ0859'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ0859'PROJECTS 6 INCHES.  IT IS 60.5 FEET WEST OF A POWERLINE POLE, 24
 FJ0859'FEET SOUTH OF THE CENTER OF THE SURFACED ROAD, 2 FEET NORTH OF
 FJ0859'A FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 FJ0859'
 FJ0859'AZIMUTH MARK, A STANDARD DISK STAMPED CHOCTAW 1955, IS SET IN
 FJ0859'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 FJ0859'IS 54 FEET WEST OF THE CENTER OF CHOCTAW ROAD, 14 FEET SOUTH OF
 FJ0859'A FENCE CORNER, 2 FEET SOUTHWEST OF A POWERLINE POLE, AND 1 FOOT
 FJ0859'WEST OF METAL WITNESS POST SET IN A NORTH-SOUTH FENCE.
 FJ0859'
 FJ0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1
 FJ0859'MILE NORTH OF CHOCTAW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0785 ***********************************************************************
 GG0785  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0785  DESIGNATION -  CHOTEAU
 GG0785  PID         -  GG0785
 GG0785  STATE/COUNTY-  OK/MAYES
 GG0785  COUNTRY     -  US
 GG0785  USGS QUAD   -  CHOUTEAU (2019)
 GG0785
 GG0785                         *CURRENT SURVEY CONTROL
 GG0785  ______________________________________________________________________
 GG0785* NAD 83(2011) POSITION- 36 09 58.44889(N) 095 20 57.83408(W)   ADJUSTED
 GG0785* NAD 83(2011) ELLIP HT-   177.037 (meters)        (11/20/23)   ADJUSTED
 GG0785* NAD 83(2011) EPOCH   -  2010.00
 GG0785* NAVD 88 ORTHO HEIGHT -   206.21  (meters)      676.5   (feet) GPS OBS
 GG0785  ______________________________________________________________________
 GG0785  GEOID HEIGHT    -        -29.176 (meters)                     GEOID18
 GG0785  NAD 83(2011) X  -   -480,621.573 (meters)                     COMP
 GG0785  NAD 83(2011) Y  - -5,132,825.171 (meters)                     COMP
 GG0785  NAD 83(2011) Z  -  3,743,203.217 (meters)                     COMP
 GG0785  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 GG0785
 GG0785  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0785  Standards:
 GG0785         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0785            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0785  -------------------------------------------------------------------
 GG0785  NETWORK    0.56   1.16           0.25   0.20   0.59      0.04359194
 GG0785  -------------------------------------------------------------------
 GG0785  Click here for local accuracies and other accuracy information.
 GG0785
 GG0785.The horizontal coordinates were established by GPS observations
 GG0785.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0785
 GG0785.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0785.been affixed to the stable North American tectonic plate. See 
 GG0785.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0785
 GG0785.The horizontal coordinates are valid at the epoch date displayed above
 GG0785.which is a decimal equivalence of Year/Month/Day.
 GG0785
 GG0785.The orthometric height was determined by GPS observations and a
 GG0785.high-resolution geoid model using precise GPS observation and
 GG0785.processing techniques.
 GG0785
 GG0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0785.GEOID18 height accuracy estimate available here.
 GG0785
 GG0785.Click photographs - Photos may exist for this station.
 GG0785
 GG0785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0785
 GG0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0785
 GG0785.The ellipsoidal height was determined by GPS observations
 GG0785.and is referenced to NAD 83.
 GG0785
 GG0785. The following values were computed from the NAD 83(2011) position.
 GG0785
 GG0785;                    North         East     Units Scale Factor Converg.
 GG0785;SPC OK N     -   132,652.302   838,442.803   MT  0.99994541   +1 33 51.3
 GG0785;SPC OK N     -   435,210.09  2,750,791.10   sFT  0.99994541   +1 33 51.3
 GG0785;UTM  15      - 4,004,944.279   288,681.466   MT  1.00015025   -1 23 13.1
 GG0785
 GG0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0785!SPC OK N     -   0.99997222  x   0.99994541  =   0.99991763
 GG0785!UTM  15      -   0.99997222  x   1.00015025  =   1.00012246
 GG0785
 GG0785:                Primary Azimuth Mark                     Grid Az
 GG0785:SPC OK N     -  CHOTEAU AZ MK                            206 30 30.6
 GG0785:UTM  15      -  CHOTEAU AZ MK                            209 27 35.0
 GG0785
 GG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8868104944(NAD 83)
 GG0785
 GG0785|---------------------------------------------------------------------|
 GG0785| PID    Reference Object                     Distance      Geod. Az  |
 GG0785|                                                           dddmmss.s |
 GG0785| CI1443 CHOTEAU RM 1                         22.147 METERS 10329     |
 GG0785| CI1444 CHOTEAU RM 2                         23.878 METERS 19904     |
 GG0785| CI1442 CHOTEAU AZ MK                                      2080421.9 |
 GG0785|---------------------------------------------------------------------|
 GG0785
 GG0785                          SUPERSEDED SURVEY CONTROL
 GG0785
 GG0785  NAD 83(1993)-  36 09 58.45110(N)    095 20 57.84276(W) AD(       ) 1
 GG0785  NAD 83(1986)-  36 09 58.47290(N)    095 20 57.82775(W) AD(       ) 1
 GG0785  NAD 27      -  36 09 58.12300(N)    095 20 56.92500(W) AD(       ) 1
 GG0785
 GG0785.Superseded values are not recommended for survey control.
 GG0785
 GG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0785.See file dsdata.pdf to determine how the superseded data were derived.
 GG0785
 GG0785_MARKER: DS = TRIANGULATION STATION DISK
 GG0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0785_STAMPING: CHOTEAU 1938
 GG0785_MARK LOGO: CGS
 GG0785_PROJECTION: RECESSED 3 CENTIMETERS
 GG0785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GG0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0785+STABILITY: SURFACE MOTION
 GG0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0785+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2023
 GG0785
 GG0785  HISTORY     - Date     Condition        Report By
 GG0785  HISTORY     - 1938     MONUMENTED       CGS
 GG0785  HISTORY     - 1955     GOOD             SSC
 GG0785  HISTORY     - 1960     GOOD             CGS
 GG0785  HISTORY     - 1968     GOOD             USGS
 GG0785  HISTORY     - 1968     GOOD             USGS
 GG0785  HISTORY     - 1968     GOOD             USGS
 GG0785  HISTORY     - 1986     GOOD             USPSQD
 GG0785  HISTORY     - 19980325 GOOD             INDIV
 GG0785  HISTORY     - 20001005 GOOD             USGS
 GG0785  HISTORY     - 20230913 GOOD             OKDOT
 GG0785
 GG0785                          STATION DESCRIPTION
 GG0785
 GG0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0785'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF CHOTEAU IN THE
 GG0785'SOUTHWEST QUARTER OF SEC. 36, T20N, R18E, ON A SMALL PRAIRIE KNOLL
 GG0785'BETWEEN U.S. HIGHWAY 73 AND THE MISSOURI-KANSAS-TEXAS RAILROAD, ABOUT
 GG0785'0.3 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAYS 73 AND STATE HIGHWAY
 GG0785'33 AND ABOUT 100 YARDS EAST OF U.S. 73.
 GG0785'
 GG0785'TO REACH FROM THE POST OFFICE IN CHOTEAU, GO WEST AND SOUTH ON U.S.
 GG0785'HIGHWAY 73 FOR 1.8 MILES TO MR. BAGBYS HOUSE, WHICH IS ON THE EAST
 GG0785'SIDE OF THE ROAD ABOUT 0.1 MILE NORTH OF THE JUNCTION OF U.S. 73 AND
 GG0785'STATE 33, AND HAS TWO GAS PUMPS IN FRONT OF IT, FROM THE HOUSE PASS
 GG0785'THROUGH THE BAGBY YARD AND BEAR NORTH THROUGH CORRALS 0.2 MILE TO
 GG0785'STATION.
 GG0785'
 GG0785'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0785'DISKS SET IN CONCRETE.
 GG0785'
 GG0785'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION ON THE WEST SIDE OF U.S.
 GG0785'HIGHWAY 73, OPPOSITE A VACANT GAS STATION IN A FENCE CORNER ON THE
 GG0785'NORTH SIDE OF A FARM LANE.
 GG0785'
 GG0785'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GG0785
 GG0785                          STATION RECOVERY (1955)
 GG0785
 GG0785'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 GG0785'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GG0785'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 GG0785
 GG0785                          STATION RECOVERY (1960)
 GG0785
 GG0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0785'STATION RECOVERED ON A SMALL PRAIRIE KNOLL, BETWEEN THE OLD
 GG0785'AND NEW HIGHWAYS AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 GG0785'STATION AND REFERENCE MARKS ARE IN OPEN PASTURE AND THE STATION
 GG0785'MARK IS ABOUT 27 YARDS EAST-NORTHEAST OF A FENCE CORNER.
 GG0785'
 GG0785'THE AZIMUTH MARK IS NEAR THE NORTHEAST CORNER OF A FARM YARD,
 GG0785'9 FEET NORTH OF A CORNER POST AT SOUTHEAST CORNER OF A PASTURE,
 GG0785'DIRECTLY UNDER FENCE LINE AND IS FLUSH WITH THE GROUND.
 GG0785'
 GG0785'TO REACH FROM CHOTEAU, FROM THE RAILROAD CROSSING, GO WEST AND
 GG0785'SOUTH ON SURFACED ROAD (OLD U.S. HIGHWAY) FOR 1.6 MILES TO A
 GG0785'STEEL GATE ON LEFT, TURN LEFT THROUGH GATE AND GO SOUTHEAST
 GG0785'ACROSS PASTURE FOR ABOUT 0.15 MILE TO HIGHEST POINT AND STATION.
 GG0785'
 GG0785'FROM STEEL GATE, GO SOUTH ON OLD HIGHWAY FOR 0.3 MILE TO THE
 GG0785'AZIMUTH MARK ON THE RIGHT.
 GG0785
 GG0785                          STATION RECOVERY (1968)
 GG0785
 GG0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GEM)
 GG0785'STA. MK., REF. MKS. AND AZI. MK. WERE FOUND IN GOOD CONDITION AS
 GG0785'DESCRIBED.
 GG0785'
 GG0785'DISTANCES AND DIRECTION TO REFERENCE MARKS AND AZIMUTH MARK CHECKED.
 GG0785'
 GG0785'THE OLD DESCRIPTION IS ADEQUATE, EXCEPT U.S.C AND GS LISTS THE STATION
 GG0785'AS 1939, AND ALL MARKS WERE STAMPED 1938.
 GG0785
 GG0785                          STATION RECOVERY (1968)
 GG0785
 GG0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0785'STA. MK., REF. MKS. AND AZI. MK. WERE FOUND IN GOOD CONDITION AS
 GG0785'DESCRIBED.
 GG0785'
 GG0785'THE OLD DESCRIPTION IS ADEQUATE, EXCEPT U.S.C AND GS LISTS THE
 GG0785'STATION AS 1939, AND ALL MARKS WERE STAMPED 1938.
 GG0785
 GG0785                          STATION RECOVERY (1968)
 GG0785
 GG0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0785'RECOVERED IN GOOD CONDITION.
 GG0785
 GG0785                          STATION RECOVERY (1986)
 GG0785
 GG0785'RECOVERY NOTE BY US POWER SQUADRON 1986 (RSF)
 GG0785'RECOVERED IN GOOD CONDITION.
 GG0785
 GG0785                          STATION RECOVERY (1998)
 GG0785
 GG0785'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (MWG)
 GG0785'REVISED DESCRIPTION-- THE STATION IS LOCATED ON ODOT PROPERTY ABOUT
 GG0785'1.5 MILES SOUTH OF CHOUTEAU IN THE SOUTHWEST 1/4 SEC. 36, T20N, R18E,
 GG0785'ON A KNOLL ON THE SOUTH SHOULDER OF U.S. HWY 412, 0.4 MI WEST OF THE
 GG0785'
 GG0785'INTERCHANGE WITH U.S. HWY 69. FROM THE EAST, GO WEST 0.5 MI FROM THE
 GG0785'INTER-CHANGE, MAKE A U-TURN LEFT AT SECTION-LINE ROAD, AND RETURN 0.1
 GG0785'MI ON THE EASTBOUND LANE.  FROM THE WEST, PULL OVER 0.1 MI EAST OF THE
 GG0785'SECTION-LINE CROSSROAD.  THE RIGHT SHOULDER IS QUITE WIDE.
 GG0785'
 GG0785'THE STATION IS ON TOP OF THE EMBANKMENT, 362 FT EAST OF THE FENCE
 GG0785'CORNER, 417 FT EAST OF THE CENTER-LINE OF THE CROSSROAD, AND 7.7 FT
 GG0785'NORTH OF THE FENCE.  THERE IS AN UNSIGNED METAL FENCE POST MARKING THE
 GG0785'STATION, WHICH IS ABOUT 1 IN BELOW GROUND SURFACE.
 GG0785'
 GG0785'RM 1 IS 72.66 FT EAST, 0.3 FT SOUTH OF THE FENCE, FLUSH WITH THE
 GG0785'GROUND. RM 2 IS 78.34 FT SSW IN A PASTURE, FLUSH WITH THE GROUND.  ALL
 GG0785'MARKS ARE STAMPED 'CHOTEAU 1938'.  AZIMUTH MARK WAS NOT FOUND.
 GG0785
 GG0785                          STATION RECOVERY (2000)
 GG0785
 GG0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (MWG)
 GG0785'RECOVERED STATION, RM 1 AND RM 2.  DESCRIPTIONS ARE NOW INADEQUATE.
 GG0785'AZIMUTH MARK WAS NOT FOUND, ALL DESCRIPTORS ARE NO LONGER IDENTIFIABLE
 GG0785'-IT MAY BE THERE-.  THE AZIMUTH MARK, IF THERE, WOULD NO LONGER BE
 GG0785'VISIBLE BECAUSE OF A RESIDENCE.
 GG0785'
 GG0785'THE STATION IS NOW LOCATED ON OKLAHOMA DEPT OF TRANSPORTATION
 GG0785'PROPERTY.  US HIGHWAY 412 HAS BEEN CONSTRUCTED 0.3 MI (0.5 KM) NORTH
 GG0785'OF THE OLD OKLAHOMA HIGHWAY 33, LEAVING THE STATION ON THE SOUTH
 GG0785'EMBANKMENT AT A CUT.  THE STATION DISK IS SLIGHTLY CHIPPED OR DENTED
 GG0785'ON THE EAST SIDE, BUT DOES NOT APPEAR TO HAVE BEEN DISTURBED.  SITE IS
 GG0785'EXCELLENT FOR SATELLITE USE. DISTANCES TO RM 1 AND RM 2 AND THE
 GG0785'DIAGONAL CHECKED WITHIN PLUS OR MINUS 0.06 FT (1.83 CM) -WITH ONE
 GG0785'PERSON, ON A WINDY DAY-.  REVISED DESCRIPTION-THE STATION IS LOCATED
 GG0785'ABOUT 1.5 MI (2.4 KM) SOUTH OF CHOUTEAU IN THE SOUTHWEST QUARTER OF
 GG0785'SEC 36, T20N, R18E, ON A KNOLL ON THE SOUTH SHOULDER OF US HIGHWAY
 GG0785'412, 0.4 MI (0.6 KM) WEST OF THE INTERCHANGE WITH US HIGHWAY 69.  FROM
 GG0785'THE EAST, GO WEST 0.5 MI (0.8 KM) FROM THE INTERCHANGE, AND RETURN 0.1
 GG0785'MI (0.2 KM) ON THE EASTBOUND LANE.  FROM THE WEST, PULL OVER 0.1 MI
 GG0785'(0.2 KM) EAST OF THE SECTION LINE CROSSROAD.  THE RIGHT SHOULDER IS
 GG0785'QUITE WIDE.
 GG0785'
 GG0785'THE STATION IS ON THE TOP OF THE EMBANKMENT, 362 FT (110.3 M) EAST OF
 GG0785'THE FENCE CORNER, 417 FT (127.1 M) EAST OF THE CENTER-LINE OF THE
 GG0785'SECTION-LINE ROAD, 7.7 FT (2.3 M) NORTH OF THE FENCE.  THERE IS AN
 GG0785'UNSIGNED METAL FENCE POST MARKING THE STATION, WHICH IS ABOUT 1 INCH
 GG0785'BELOW GROUND SURFACE.  RM 1 IS 72.66 FT (22.15 M) EASTWARD, 0.3 FT
 GG0785'(9.1 CM) SOUTH OF THE FENCE, AND FLUSH WITH THE GROUND.  RM 2 IS 78.34
 GG0785'FT (23.88 M) SSW, FLUSH WITH THE GROUND.  THE AZIMUTH MARK WAS NOT
 GG0785'FOUND.  ALL MARKS ARE STAMPED -CHOTEAU 1938-.  NOTE-EXCEPT FOR THIS
 GG0785'STATION, ALL REFERENCES TO THE TOWN, THE RAILROAD STATION, OR QUAD
 GG0785'SHEETS -CHOUTEAU, AND CHOUTEAU NW-IN MAYES AND ROGERS COUNTIES SHOULD
 GG0785'BE SPELLED CHOUTEAU, -NOT CHOTEAU-.
 GG0785
 GG0785                          STATION RECOVERY (2023)
 GG0785
 GG0785'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0785'MARK RECOVERED AS DESCRIBED BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0535 ***********************************************************************
 GJ0535  DESIGNATION -  CIMARRON
 GJ0535  PID         -  GJ0535
 GJ0535  STATE/COUNTY-  OK/MAJOR
 GJ0535  COUNTRY     -  US
 GJ0535  USGS QUAD   -  RINGWOOD SW (2018)
 GJ0535
 GJ0535                         *CURRENT SURVEY CONTROL
 GJ0535  ______________________________________________________________________
 GJ0535* NAD 83(1993) POSITION- 36 19 04.25079(N) 098 10 17.59708(W)   ADJUSTED
 GJ0535* NAVD 88 ORTHO HEIGHT -   406.    (meters)     1332.    (feet) SCALED
 GJ0535  ______________________________________________________________________
 GJ0535  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 GJ0535  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 GJ0535  HORZ ORDER      -  SECOND
 GJ0535
 GJ0535.The horizontal coordinates were established by classical geodetic methods
 GJ0535.and adjusted by the National Geodetic Survey in November 1994.
 GJ0535
 GJ0535.The orthometric height was scaled from a topographic map.
 GJ0535
 GJ0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0535.GEOID18 height accuracy estimate available here.
 GJ0535
 GJ0535.Click photographs - Photos may exist for this station.
 GJ0535
 GJ0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0535
 GJ0535. The following values were computed from the NAD 83(1993) position.
 GJ0535
 GJ0535;                    North         East     Units Scale Factor Converg.
 GJ0535;SPC OK N     -   146,233.278   584,595.096   MT  0.99994884   -0 06 04.5
 GJ0535;SPC OK N     -   479,767.01  1,917,959.08   sFT  0.99994884   -0 06 04.5
 GJ0535;UTM  14      - 4,019,521.750   574,365.814   MT  0.99966814   +0 29 26.5
 GJ0535
 GJ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0535!SPC OK N     -   0.99994058  x   0.99994884  =   0.99988943
 GJ0535!UTM  14      -   0.99994058  x   0.99966814  =   0.99960874
 GJ0535
 GJ0535:                Primary Azimuth Mark                     Grid Az
 GJ0535:SPC OK N     -  CIMARRON AZ MK                           280 25 22.5
 GJ0535:UTM  14      -  CIMARRON AZ MK                           279 49 51.5
 GJ0535
 GJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7436519521(NAD 83)
 GJ0535
 GJ0535|---------------------------------------------------------------------|
 GJ0535| PID    Reference Object                     Distance      Geod. Az  |
 GJ0535|                                                           dddmmss.s |
 GJ0535| CK8342 CIMARRON RM 3                        29.858 METERS 09557     |
 GJ0535| GH0807 WAUKOMIS MUNICIPAL STANDPIPE        APPROX.24.9 KM 1003044.0 |
 GJ0535| CK8340 CIMARRON RM 1                        35.154 METERS 11650     |
 GJ0535| GJ0545 AMES FARMERS ELEVATOR N ELEV        APPROX. 8.0 KM 1872719.5 |
 GJ0535| CK8341 CIMARRON RM 2                        37.106 METERS 19247     |
 GJ0535| CK8339 CIMARRON AZ MK                                     2801918.0 |
 GJ0535| GJ0538 RINGWOOD FARMERS CO OP ELEV         APPROX. 9.2 KM 3152659.2 |
 GJ0535|---------------------------------------------------------------------|
 GJ0535
 GJ0535                          SUPERSEDED SURVEY CONTROL
 GJ0535
 GJ0535  NAD 83(1986)-  36 19 04.25573(N)    098 10 17.58350(W) AD(       ) 2
 GJ0535  NAD 27      -  36 19 04.13313(N)    098 10 16.34345(W) AD(       ) 2
 GJ0535
 GJ0535.Superseded values are not recommended for survey control.
 GJ0535
 GJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0535.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0535
 GJ0535_MARKER: DS = TRIANGULATION STATION DISK
 GJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0535_STAMPING: CIMARRON 1951
 GJ0535_MARK LOGO: CGS
 GJ0535_PROJECTION: FLUSH
 GJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0535+STABILITY: SURFACE MOTION
 GJ0535
 GJ0535  HISTORY     - Date     Condition        Report By
 GJ0535  HISTORY     - 1951     MONUMENTED       CGS
 GJ0535  HISTORY     - 1963     GOOD             CGS
 GJ0535  HISTORY     - 19790119 MARK NOT FOUND   USGS
 GJ0535
 GJ0535                          STATION DESCRIPTION
 GJ0535
 GJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0535'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF AMES, ABOUT 5
 GJ0535'MILES SOUTH OF MENO AND IS ON LAND OWNED BY MR. ALBERT DIERKSON.  IT
 GJ0535'IS SITUATED 50 FEET SOUTH FROM A GROVE OF PINE TREES, 24 FEET EAST
 GJ0535'OF A DRIVEWAY AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 GJ0535'CIMARRON 1951 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 GJ0535'
 GJ0535'REFERENCE MARK NO. 1 IS 9 FEET WEST-NORTHWEST OF A BUSHY TREE AND IS
 GJ0535'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED CIMARRON NO 1 1951 AND
 GJ0535'PROJECTS 5 INCHES.
 GJ0535'
 GJ0535'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF THE DRIVEWAY AND 18
 GJ0535'FEET EAST OF A ROW OF PINE TREES.  IT IS STAMPED CIMARRON NO 2 1951
 GJ0535'AND PROJECTS 6 INCHES.
 GJ0535'
 GJ0535'THE AZIMUTH MARK IS LOCATED 55 FEET NORTHWEST FROM THE CENTER OF A
 GJ0535'CROSSROAD INTERSECTION, 1.5 FEET EAST OF A WITNESS POST AND 1 FOOT
 GJ0535'SOUTH OF A POWER LINE POLE.  IT IS STAMPED CIMARRON 1951 AND
 GJ0535'PROJECTS 4 INCHES.
 GJ0535'
 GJ0535'TO REACH THE STATION FROM THE DEPOT IN AMES, GO NORTH ON A MACADAM
 GJ0535'ROAD FOR 1.9 MILES TO A FORK, KEEP RIGHT FORK AND GO EAST AND NORTH
 GJ0535'FOR 3.5 MILES TO A CROSSROAD, THE AZIMUTH MARK ON THE LEFT AND A
 GJ0535'SIGN JENNISON ORCHARD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A
 GJ0535'SANDY ROAD FOR 0.25 MILE TO A DRIVEWAY BETWEEN A ROW OF PINE
 GJ0535'TREES ON THE RIGHT, TURN RIGHT INTO THE DRIVEWAY AND GO SOUTH FOR
 GJ0535'ABOUT 65 YARDS AND THE STATION ON THE LEFT AS DESCRIBED.
 GJ0535'
 GJ0535'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GJ0535
 GJ0535                          STATION RECOVERY (1963)
 GJ0535
 GJ0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0535'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 GJ0535'GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN MOVED OUT OF ITS ORIGINAL
 GJ0535'POSITION.  THE SAME MONUMENT, WITH DISK INTACT WAS RESET AND
 GJ0535'STAMPED 3.  A DIFFERENCE IN DIRECTION WAS NOTED TO THE AZIMUTH MARK
 GJ0535'AND A DIFFERENCE IN DISTANCE TO REFERENCE MARK 2.  THE PRESENT
 GJ0535'LAND OWNER IS LEWIS OTT, WHO LIVES ABOUT 3/4 OF A MILE EAST OF THE
 GJ0535'STATION.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0535'
 GJ0535'THE STATION IS ABOUT 5 MILES NORTH AND 1/2 MILE EAST OF AMES, ON
 GJ0535'THE GROUNDS OF AN ABANDONED FARM SITE, HAVING A GROVE OF CEDAR TREES
 GJ0535'ON THE WEST SIDE AND ANOTHER ON THE NORTH SIDE.
 GJ0535'
 GJ0535'TO REACH THE STATION FROM THE RAILROAD DEPOT IN AMES, GO NORTH ON A
 GJ0535'PAVED ROAD FOR 1.9 MILES TO A FORK.  BEAR RIGHT AND GO EAST AND
 GJ0535'NORTH FOR 3.6 MILES TO A CROSSROAD AT THE AZIMUTH MARK ON THE LEFT.
 GJ0535'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.25 MILE TO THE
 GJ0535'STATION ON THE RIGHT.
 GJ0535'
 GJ0535'THE STATION MARK IS A STANDARD DISK, STAMPED CIMARRON 1951, SET IN
 GJ0535'THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0535'
 GJ0535'IT IS 98.3 FEET WEST OF AN EAST YARD FENCE, 60.3 FEET EAST OF WEST
 GJ0535'YARD FENCE, 1 FOOT SOUTH OF A WITNESS POST, 216.5 FEET SOUTH OF
 GJ0535'THE CENTERLINE OF THE ROAD AND 174 FEET NORTH-NORTHWEST OF A
 GJ0535'WINDMILL.
 GJ0535'
 GJ0535'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CIMARRON NO 2 1951, SET
 GJ0535'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0535'IT IS 32 FEET EAST OF THE WEST FENCE, 30 FEET NORTHEAST OF A CEDAR
 GJ0535'TREE AT THE SOUTH END OF THE WEST GROVE, 130.0 FEET WEST OF THE
 GJ0535'EAST FENCE, 107.5 FEET NORTHWEST OF THE WINDMILL AND ABOUT 2 FEET
 GJ0535'HIGHER THAN THE STATION.
 GJ0535'
 GJ0535'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CIMARRON NO 3 1951, SET
 GJ0535'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 GJ0535'IT IS 1.3 FEET WEST OF THE EAST FENCE, 155.5 FEET NORTHEAST OF THE
 GJ0535'WINDMILL, 221.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND AT
 GJ0535'ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0535'
 GJ0535'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CIMARRON 1951, SET IN
 GJ0535'THE TOP OF 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0535'1.3 FEET SOUTH OF A POWERLINE POLE, 1.3 FEET NORTH OF A WITNESS
 GJ0535'POST, 42.1 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND
 GJ0535'32.2 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD.
 GJ0535'
 GJ0535'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GJ0535
 GJ0535                          STATION RECOVERY (1979)
 GJ0535
 GJ0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GJ0535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0679 ***********************************************************************
 GJ0679  DESIGNATION -  CINNAMON
 GJ0679  PID         -  GJ0679
 GJ0679  STATE/COUNTY-  OK/ELLIS
 GJ0679  COUNTRY     -  US
 GJ0679  USGS QUAD   -  VICI SW (2018)
 GJ0679
 GJ0679                         *CURRENT SURVEY CONTROL
 GJ0679  ______________________________________________________________________
 GJ0679* NAD 83(1993) POSITION- 36 01 32.53990(N) 099 27 56.96774(W)   ADJUSTED
 GJ0679* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 GJ0679  ______________________________________________________________________
 GJ0679  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0679  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 GJ0679  HORZ ORDER      -  FIRST
 GJ0679
 GJ0679.The horizontal coordinates were established by classical geodetic methods
 GJ0679.and adjusted by the National Geodetic Survey in November 1994.
 GJ0679
 GJ0679.The orthometric height was scaled from a topographic map.
 GJ0679
 GJ0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0679.GEOID18 height accuracy estimate available here.
 GJ0679
 GJ0679.Click photographs - Photos may exist for this station.
 GJ0679
 GJ0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0679
 GJ0679. The following values were computed from the NAD 83(1993) position.
 GJ0679
 GJ0679;                    North         East     Units Scale Factor Converg.
 GJ0679;SPC OK N     -   114,802.009   467,890.603   MT  0.99994845   -0 51 54.2
 GJ0679;SPC OK N     -   376,646.26  1,535,071.09   sFT  0.99994845   -0 51 54.2
 GJ0679;UTM  14      - 3,986,899.925   458,029.842   MT  0.99962170   -0 16 26.3
 GJ0679
 GJ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0679!SPC OK N     -   0.99989800  x   0.99994845  =   0.99984645
 GJ0679!UTM  14      -   0.99989800  x   0.99962170  =   0.99951973
 GJ0679
 GJ0679:                Primary Azimuth Mark                     Grid Az
 GJ0679:SPC OK N     -  CINNAMON AZ MK                           343 28 37.4
 GJ0679:UTM  14      -  CINNAMON AZ MK                           342 53 09.5
 GJ0679
 GJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME5802986899(NAD 83)
 GJ0679
 GJ0679|---------------------------------------------------------------------|
 GJ0679| PID    Reference Object                     Distance      Geod. Az  |
 GJ0679|                                                           dddmmss.s |
 GJ0679| GJ0675 VICI FARMERS CO OP ASSN E ELEV      APPROX.20.6 KM 0473936.9 |
 GJ0679| GJ0676 VICI WATER TANK                     APPROX.20.4 KM 0475042.6 |
 GJ0679| CK8344 CINNAMON RM 1                        13.577 METERS 15633     |
 GJ0679| CK8345 CINNAMON RM 2                        14.893 METERS 29516     |
 GJ0679| CK8343 CINNAMON AZ MK                                     3423643.2 |
 GJ0679|---------------------------------------------------------------------|
 GJ0679
 GJ0679                          SUPERSEDED SURVEY CONTROL
 GJ0679
 GJ0679  NAD 83(1986)-  36 01 32.54592(N)    099 27 56.95952(W) AD(       ) 1
 GJ0679  NAD 27      -  36 01 32.38138(N)    099 27 55.56284(W) AD(       ) 1
 GJ0679
 GJ0679.Superseded values are not recommended for survey control.
 GJ0679
 GJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0679.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0679
 GJ0679_MARKER: DS = TRIANGULATION STATION DISK
 GJ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0679_STAMPING: CINNAMON 1963
 GJ0679_MARK LOGO: CGS
 GJ0679_PROJECTION: FLUSH
 GJ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0679+STABILITY: SURFACE MOTION
 GJ0679
 GJ0679  HISTORY     - Date     Condition        Report By
 GJ0679  HISTORY     - 1963     MONUMENTED       CGS
 GJ0679
 GJ0679                          STATION DESCRIPTION
 GJ0679
 GJ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0679'THE STATION IS ABOUT 10 MILES SOUTH-SOUTHEAST OF HARMON, 13 MILES
 GJ0679'SOUTHWEST OF VICI, 18-1/2 MILES EAST-SOUTHEAST OF ARNETT, 1-1/2
 GJ0679'MILES NORTH-NORTHWEST OF THE SOUTH CANADIAN RIVER AND ON THE HIGHEST
 GJ0679'POINT IN THE IMMEDIATE VICINITY, A PROMINENT POINT ON A RIDGE THAT
 GJ0679'HAS MANY RED WASHES ON ALL SIDES.  IT IS IN PASTURE LAND OWNED BY W.
 GJ0679'S.  HUCHINSON.
 GJ0679'
 GJ0679'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO WEST ON U. S.
 GJ0679'HIGHWAY 60 FOR 4.8 MILES TO THE DEWEY-ELLIS COUNTY LINE, CONTINUE
 GJ0679'WEST ON THE HIGHWAY FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO
 GJ0679'SOUTH ON GRAVELED ROAD FOR 7.0 MILES TO A FORK, TAKE THE RIGHT
 GJ0679'FORK AND GO WEST-NORTHWEST FOR 3.65 MILES TO A CROSSROAD, TURN
 GJ0679'LEFT AND GO SOUTH AND EAST FOR 1.25 MILES TO A DRIVEWAY LEADING
 GJ0679'TO A FARM HOUSE, CONTINUE EAST FOR 0.3 MILE TO A WIRE GATE ON
 GJ0679'THE RIGHT, TURN RIGHT (PASS THROUGH THE GATE) AND FOLLOW THE TRACK
 GJ0679'ROAD SOUTH AND SOUTHWEST (CROSSING SOUTH TURKEY CREEK) FOR 0.8
 GJ0679'MILE TO A WIRE GATE IN AN EAST-WEST FENCE LINE, PASS THROUGH THE
 GJ0679'GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.15 MILE
 GJ0679'TO THE AZIMUTH MARK ON THE RIGHT (NEAR THE CREST OF A SMALL KNOLL).
 GJ0679'CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO A FORK,
 GJ0679'TAKE THE LEFT FORK (SOUTH) PASSING TO THE LEFT OF A SMALL
 GJ0679'POND, FOR 0.15 MILE TO A WIRE GATE IN AN EAST-WEST FENCE LINE, PASS
 GJ0679'THROUGH THE GATE AND GO SOUTHEASTERLY ACROSS THE PASTURE,
 GJ0679'FOLLOWING THE RAVINE TO THE TOP OF THE RIDGE AND STATION.
 GJ0679'
 GJ0679'THE STATION MARK IS A STANDARD DISK, STAMPED CINNAMON 1963, SET IN
 GJ0679'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0679'IS 112 FEET SOUTH OF THE EAST END OF THE RAVINE, 82 FEET
 GJ0679'NORTHWEST OF THE SOUTHEAST END OF THE RIDGE, 18 FEET NORTHEAST OF
 GJ0679'THE STEEP SOUTHWEST EDGE OF THE RIDGE AND 3.5 FEET
 GJ0679'WEST-SOUTHWEST OF A METAL WITNESS POST.
 GJ0679'
 GJ0679'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CINNAMON NO 1 1963, SET
 GJ0679'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0679'IT IS 38 FEET NORTHWEST OF THE SOUTHEAST END OF THE RIDGE, 32 FEET
 GJ0679'SOUTHWEST OF THE STEEP NORTHEAST EDGE OF THE RIDGE, 12 FEET
 GJ0679'NORTHEAST OF THE STEEP SOUTHWEST EDGE OF THE RIDGE AND ABOUT 1 FOOT
 GJ0679'LOWER THAN THE STATION.
 GJ0679'
 GJ0679'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CINNAMON NO 2 1963, SET
 GJ0679'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0679'IT IS 88 FEET SOUTH-SOUTHWEST OF THE EAST END OF THE RAVINE, 15
 GJ0679'FEET NORTHEAST OF THE STEEP SOUTHWEST EDGE OF THE RIDGE AND ABOUT 1
 GJ0679'FOOT LOWER THAN THE STATION.
 GJ0679'
 GJ0679'AZIMUTH MARK IS A STANDARD DISK, STAMPED CINNAMON 1963, SET IN THE
 GJ0679'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 GJ0679'42.5 FEET SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD, 10 FEET
 GJ0679'NORTHEAST OF THE HIGHEST PART OF THE KNOLL AND 2 FEET SOUTHWEST OF
 GJ0679'A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0886 ***********************************************************************
 EL0886  DESIGNATION -  CLAGG
 EL0886  PID         -  EL0886
 EL0886  STATE/COUNTY-  OK/MCCLAIN
 EL0886  COUNTRY     -  US
 EL0886  USGS QUAD   -  STEALY (2018)
 EL0886
 EL0886                         *CURRENT SURVEY CONTROL
 EL0886  ______________________________________________________________________
 EL0886* NAD 83(1993) POSITION- 34 52 50.91188(N) 097 29 40.11227(W)   ADJUSTED
 EL0886* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 EL0886  ______________________________________________________________________
 EL0886  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 EL0886  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 EL0886  HORZ ORDER      -  SECOND
 EL0886
 EL0886.The horizontal coordinates were established by classical geodetic methods
 EL0886.and adjusted by the National Geodetic Survey in November 1994.
 EL0886
 EL0886.The orthometric height was scaled from a topographic map.
 EL0886
 EL0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0886.GEOID18 height accuracy estimate available here.
 EL0886
 EL0886.Click photographs - Photos may exist for this station.
 EL0886
 EL0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0886
 EL0886. The following values were computed from the NAD 83(1993) position.
 EL0886
 EL0886;                    North         East     Units Scale Factor Converg.
 EL0886;SPC OK S     -   171,768.512   646,212.676   MT  0.99994930   +0 17 13.0
 EL0886;SPC OK S     -   563,543.86  2,120,116.09   sFT  0.99994930   +0 17 13.0
 EL0886;UTM  14      - 3,860,859.222   637,586.028   MT  0.99983331   +0 51 40.0
 EL0886
 EL0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0886!SPC OK S     -   0.99995210  x   0.99994930  =   0.99990141
 EL0886!UTM  14      -   0.99995210  x   0.99983331  =   0.99978542
 EL0886
 EL0886:                Primary Azimuth Mark                     Grid Az
 EL0886:SPC OK S     -  CLAGG AZ MK                              358 06 30.6
 EL0886:UTM  14      -  CLAGG AZ MK                              357 32 03.6
 EL0886
 EL0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3758660859(NAD 83)
 EL0886
 EL0886|---------------------------------------------------------------------|
 EL0886| PID    Reference Object                     Distance      Geod. Az  |
 EL0886|                                                           dddmmss.s |
 EL0886| CX9229 CLAGG RM 1                           12.093 METERS 23507     |
 EL0886| EL0981 LINDSAY WELL SERV CO MAST           APPROX.12.5 KM 2474523.3 |
 EL0886| EL0982 LINDSAY RURAL ELEC COOP MAST        APPROX.11.9 KM 2503942.2 |
 EL0886| EL0983 LINDSAY HERRING WELL SERV MAST      APPROX.11.7 KM 2504136.3 |
 EL0886| CX9230 CLAGG RM 2                           10.837 METERS 29421     |
 EL0886| CX9228 CLAGG AZ MK                                        3582343.6 |
 EL0886|---------------------------------------------------------------------|
 EL0886
 EL0886                          SUPERSEDED SURVEY CONTROL
 EL0886
 EL0886  NAD 83(1986)-  34 52 50.91568(N)    097 29 40.09796(W) AD(       ) 2
 EL0886  NAD 27      -  34 52 50.65187(N)    097 29 38.99204(W) AD(       ) 2
 EL0886
 EL0886.Superseded values are not recommended for survey control.
 EL0886
 EL0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0886.See file dsdata.pdf to determine how the superseded data were derived.
 EL0886
 EL0886_MARKER: DS = TRIANGULATION STATION DISK
 EL0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0886_STAMPING: CLAGG 1957
 EL0886_MARK LOGO: CGS
 EL0886_PROJECTION: RECESSED 30 CENTIMETERS
 EL0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0886+STABILITY: SURFACE MOTION
 EL0886
 EL0886  HISTORY     - Date     Condition        Report By
 EL0886  HISTORY     - 1957     MONUMENTED       CGS
 EL0886
 EL0886                          STATION DESCRIPTION
 EL0886
 EL0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0886'STATION IS ON A HIGH PROMINENT RIDGE, ABOUT 6 MILES NORTHWEST
 EL0886'OF MAYSVILLE, ABOUT 7 MILES EAST-NORTHEAST OF LINDSAY, IN THE
 EL0886'WEST EDGE OF A CULTIVATED FIELD OWNED BY MR. H.C. CLAGG, IN
 EL0886'THE NORTHWEST 1/4 OF SECTION 26, T 5 N, R 3 W.
 EL0886'
 EL0886'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 74 IN
 EL0886'MAYSVILLE, BY GOING NORTH ON HIGHWAY 74 FOR 5.5 MILES TO
 EL0886'CROSSROADS, TURN LEFT, WEST, FOR 3 MILES TO JUNCTION WITH
 EL0886'STATE HIGHWAYS 24 AND 56, CONTINUE WEST ON HIGHWAY 56 FOR 1.95
 EL0886'MILES TO CROSSROADS WITH SMALL WHITE HOUSE IN THE SOUTHWEST
 EL0886'ANGLE, TURN LEFT, SOUTH, FOR 0.8 MILE TO THE AZIMUTH MARK
 EL0886'ON THE RIGHT, CONTINUE SOUTH FOR 0.15 MILE TO T-ROAD LEFT,
 EL0886'CONTINUE SOUTH FOR 0.25 MILE TO THE STATION ON THE LEFT.
 EL0886'
 EL0886'STATION MARKS ARE STANDARD DISKS, STAMPED CLAGG 1957.  THE
 EL0886'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 EL0886'POST WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 65
 EL0886'FEET NORTHEAST OF A POWERLINE POLE, 31 FEET EAST OF A SECTION
 EL0886'LINE FENCE AND 16 FEET EAST OF THE CENTER OF A SECTION LINE
 EL0886'ROAD.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF
 EL0886'CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 EL0886'
 EL0886'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLAGG NO 1 1957,
 EL0886'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 EL0886'INCHES.  IT IS 35 FEET NORTH OF A POWERLINE POLE, 15 FEET WEST
 EL0886'OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF THE SECTION LINE
 EL0886'FENCE.
 EL0886'
 EL0886'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLAGG NO 2 1957,
 EL0886'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 EL0886'3 INCHES.  IT IS 70 FEET NORTH OF THE POWERLINE POLE, 15 FEET
 EL0886'WEST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF THE SECTION
 EL0886'LINE FENCE.  A WHITE POST WAS SET 1 FOOT SOUTH OF THE MARK.
 EL0886'
 EL0886'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAGG 1957, SET
 EL0886'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 EL0886'4 INCHES.  IT IS 108 FEET NORTH OF THE CENTER OF A DRIVEWAY
 EL0886'LEADING INTO A FARMYARD, 26 FEET WEST OF THE CENTER OF A
 EL0886'GRADED ROAD AND 1 FOOT EAST OF A ROAD RIGHT-OF-WAY FENCE.
 EL0886'A WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0790 ***********************************************************************
 EM0790  DESIGNATION -  CLANCY
 EM0790  PID         -  EM0790
 EM0790  STATE/COUNTY-  OK/CADDO
 EM0790  COUNTRY     -  US
 EM0790  USGS QUAD   -  MEERS (2018)
 EM0790
 EM0790                         *CURRENT SURVEY CONTROL
 EM0790  ______________________________________________________________________
 EM0790* NAD 83(1993) POSITION- 34 51 45.86058(N) 098 36 09.18778(W)   ADJUSTED
 EM0790* NAVD 88 ORTHO HEIGHT -   647.9   (meters)     2126.    (feet) VERTCON3
 EM0790  ______________________________________________________________________
 EM0790  GEOID HEIGHT    -        -25.628 (meters)                     GEOID18
 EM0790  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 EM0790  HORZ ORDER      -  THIRD
 EM0790
 EM0790.The horizontal coordinates were established by classical geodetic methods
 EM0790.and adjusted by the National Geodetic Survey in November 1994.
 EM0790
 EM0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0790
 EM0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0790.GEOID18 height accuracy estimate available here.
 EM0790
 EM0790.Click photographs - Photos may exist for this station.
 EM0790
 EM0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0790
 EM0790. The following values were computed from the NAD 83(1993) position.
 EM0790
 EM0790;                    North         East     Units Scale Factor Converg.
 EM0790;SPC OK S     -   169,812.703   544,905.628   MT  0.99994772   -0 20 31.3
 EM0790;SPC OK S     -   557,127.18  1,787,744.55   sFT  0.99994772   -0 20 31.3
 EM0790;UTM  14      - 3,857,893.544   536,328.334   MT  0.99961627   +0 13 37.9
 EM0790
 EM0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0790!SPC OK S     -   0.99990234  x   0.99994772  =   0.99985006
 EM0790!UTM  14      -   0.99990234  x   0.99961627  =   0.99951864
 EM0790
 EM0790:                Primary Azimuth Mark                     Grid Az
 EM0790:SPC OK S     -  CLANCY AZ MK                             344 30 49.0
 EM0790:UTM  14      -  CLANCY AZ MK                             343 56 39.8
 EM0790
 EM0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3632857893(NAD 83)
 EM0790
 EM0790|---------------------------------------------------------------------|
 EM0790| PID    Reference Object                     Distance      Geod. Az  |
 EM0790|                                                           dddmmss.s |
 EM0790| CX6925 CLANCY RM 1                           8.376 METERS 05434     |
 EM0790| CX6926 CLANCY RM 2                           4.630 METERS 28145     |
 EM0790| CX6924 CLANCY AZ MK                                       3441017.7 |
 EM0790|---------------------------------------------------------------------|
 EM0790
 EM0790                          SUPERSEDED SURVEY CONTROL
 EM0790
 EM0790  NAD 83(1986)-  34 51 45.86952(N)    098 36 09.17335(W) AD(       ) 3
 EM0790  NAD 27      -  34 51 45.64100(N)    098 36 07.95000(W) AD(       ) 3
 EM0790  NGVD 29 (07/19/86)  647.7    (m)         2125.     (f) VERT ANG       
 EM0790
 EM0790.Superseded values are not recommended for survey control.
 EM0790
 EM0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0790.See file dsdata.pdf to determine how the superseded data were derived.
 EM0790
 EM0790_MARKER: DB = BENCH MARK DISK
 EM0790_SETTING: 66 = SET IN ROCK OUTCROP
 EM0790_STAMPING: CLANCY 1946
 EM0790_MARK LOGO: USGS
 EM0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0790+STABILITY: POSITION/ELEVATION WELL
 EM0790
 EM0790  HISTORY     - Date     Condition        Report By
 EM0790  HISTORY     - 1946     MONUMENTED       USGS
 EM0790  HISTORY     - 1948     GOOD             USGS
 EM0790  HISTORY     - 1963     GOOD             CGS
 EM0790
 EM0790                          STATION DESCRIPTION
 EM0790
 EM0790'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 EM0790'STATION IS LOCATED ABOUT 16 MILES SOUTH OF CARNEGIE AND 13
 EM0790'MILES WEST-SOUTHWEST OF APACHE ON LAND OWNED BY MR. OLIN REID.
 EM0790'IT IS ON THE HIGHEST POINT OF A RANGE OF HILLS KNOWN AS
 EM0790'SLICK HILLS.  ABOUT 80 FEET WEST OF THE EAST EDGE OF THE HILL
 EM0790'AND IS ALMOST IN LINE WITH STATE HIGHWAY 58, LOOKING NORTH.
 EM0790'THE MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN A DRILL HOLE
 EM0790'IN BED ROCK AND STAMPED CLANCY 1946.
 EM0790'
 EM0790'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ABOUT
 EM0790'30 FEET WEST OF THE EAST EDGE OF THE HILL AND 1.5 FEET LOWER
 EM0790'THAN THE STATION MARK.  IT IS STAMPED CLANCY NO 1 1947, AND
 EM0790'IS FLUSH WITH THE GROUND.
 EM0790'
 EM0790'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IS
 EM0790'ABOUT THE SAME ELEVATION AS THE STATION MARK, IS FLUSH WITH THE
 EM0790'GROUND AND IS STAMPED CLANCY NO 2 1947.
 EM0790'
 EM0790'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION NEAR THE WEST
 EM0790'END OF AN EAST-WEST ROCKY RIDGE.  IT IS ABOUT 225 YARDS
 EM0790'SOUTH-SOUTHEAST OF A FENCE CORNER AND WIRE GATE AND 64 FEET EAST OF
 EM0790'THE NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK SET IN A DRILL
 EM0790'HOLE IN A 2-FOOT SQUARE FIRMLY EMBEDDED BOULDER PROJECTING 6
 EM0790'INCHES.  STAMPED CLANCY 1947.
 EM0790'
 EM0790'TO REACH FROM APACHE, FROM THE JUNCTION OF U.S. HIGHWAY 62,
 EM0790'281 AND STATE HIGHWAY 58 IN THE CENTER OF TOWN, GO WEST ON STATE
 EM0790'HIGHWAY 58 FOR 1.6 MILES TO A T-INTERSECTION, TURN RIGHT AND
 EM0790'FOLLOW HIGHWAY NORTH AND WEST FOR 4.7 MILES TO CROSSROADS
 EM0790'SOUTH OF THE SMALL VILLAGE OF BOONE, CONTINUE WEST AND SOUTHWEST
 EM0790'ON HIGHWAY FOR 5.9 MILES TO T-ROAD RIGHT, TURN RIGHT ON
 EM0790'HIGHWAY AND GO WEST FOR 2.65 MILES TO A SMALL RED HOUSE ON
 EM0790'THE RIGHT, CONTINUE WEST FOR 0.2 MILE TO A WIRE GATE ON THE
 EM0790'LEFT, TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD SOUTHWEST FOR
 EM0790'0.05 MILE TO FORKS, TAKE LEFT FORK ON TRACK ROAD FOR 0.3 MILE
 EM0790'TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH GATE AND
 EM0790'FOLLOW TRACK ROAD SOUTH ALONG WEST SIDE OF FENCE FOR 0.25
 EM0790'MILE TO POINT WHERE TRACK ROAD CROSSES ROCKY CREEK BED,
 EM0790'CROSS CREEK AND BEAR RIGHT AND CONTINUE UP VALLEY FOR 0.25
 EM0790'MILE TO A WIRE GATE ON THE LEFT AT A FENCE CORNER AND END OF
 EM0790'TRUCK TRAVEL.  GO THROUGH GATE AND PACK SOUTH ALONG EAST
 EM0790'SIDE OF FENCE FOR ABOUT 225 YARDS TO TOP OF FIRST RIDGE AND THE
 EM0790'AZIMUTH MARK AS DESCRIBED.  FROM HERE, PACK EAST AND
 EM0790'SOUTHEAST TO TOP OF FIRST HIGH HILL, BEAR RIGHT AND GO SOUTH
 EM0790'ACROSS A SADDLE AND UP HIGH PEAK TO SUMMIT AND STATION.
 EM0790'
 EM0790'A 4 FOOT SIGNAL AT CLOWERS (USGS) IS VISIBLE FROM THE GROUND.
 EM0790'
 EM0790'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0790'
 EM0790'A 4 FOOT SIGNAL AT GERONIMO (USGS) IS VISIBLE FROM THE GROUND.
 EM0790'
 EM0790'A 4 FOOT SIGNAL AT BAKER 1935 IS VISIBLE FROM THE GROUND.
 EM0790
 EM0790                          STATION RECOVERY (1963)
 EM0790
 EM0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0790'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0790'CONDITION.  THE STATION IS ON THE PROPERTY OF G.T. KIMBELL
 EM0790'OF WICHITA FALLS, TEXAS.  IT IS IN THE SOUTHWEST 1/4 OF SEC.
 EM0790'29, T 5 N, R 13 W, ABOUT 13 MILES WEST AND 1-1/2 MILES SOUTH OF
 EM0790'APACHE.  IT IS ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 EM0790'ON A BARE HILL AND ABOUT IN LINT WITH STATE HIGHWAY 58 LOOKING
 EM0790'TO THE NORTH.  THE MARK IS A STANDARD U.S.G.S. DISK STAMPED
 EM0790'CLANCY 1946 AND SET IN A DRILL HOLE IN BED ROCK.
 EM0790'
 EM0790'REFERENCE MARK NO. 1 IS 27.48 FEET EAST-NORTHEAST OF THE STATION.
 EM0790'A STANDARD DISK STAMPED CLANCY NO 1 1947 AND SET IN A DRILL
 EM0790'HOLE IN BED ROCK.
 EM0790'
 EM0790'REFERENCE MARK NO. 2 IS 15.19 FEET WEST-NORTHWEST OF THE
 EM0790'STATION.  A STANDARD DISK STAMPED CLANCY NO 2 1947 AND SET IN
 EM0790'A DRILL HOLE IN BED ROCK.
 EM0790'
 EM0790'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHWEST OF THE
 EM0790'STATION, NEAR THE WEST END OF A RIDGE, ABOUT 64 FEET EAST OF
 EM0790'A FENCE LINE WHERE FENCE PASSES OVER TOP OF RIDGE.  A STANDARD
 EM0790'DISK STAMPED CLANCY 1947 AND SET IN A DRILL HOLE IN BOULDER
 EM0790'PROJECTING ABOUT 6 INCHES.
 EM0790'
 EM0790'TO REACH FROM THE MAIN INTERSECTION IN APACHE, COBLAKE AND EVANS
 EM0790'STREETS, GO NORTH U.S. HIGHWAY 62 AND 281 FOR 0.35 MILE TO A
 EM0790'T-INTERSECTION, TURN LEFT AND GO WEST ON STATE HIGHWAY 19 FOR 13.4
 EM0790'MILES TO A CROSS ROAD WHERE STATE HIGHWAY 19 TURNS RIGHT,
 EM0790'NORTH, TURN LEFT AND GO SOUTH AND EAST FOR 1.2 MILES TO A
 EM0790'WIRE GATE ON THE RIGHT, SOUTH SIDE OF THE ROAD, TURN RIGHT,
 EM0790'PASS THROUGH THE GATE AND FOLLOW TRACK ROAD SOUTHWEST AND SOUTH
 EM0790'FOR 0.4 MILE TO A WIRE GATE AT A T-FENCEINTERSECTION, PASS
 EM0790'THROUGH THE GATE AND GO SOUTH ON TRACK ROAD FOR 0.3 MILE TO A
 EM0790'WINDMILL AND TANKS ON THE EAST SIDE OF FENCE LINE AND A WIRE
 EM0790'GATE, PASS THRU THE GATE AND GO SOUTH ON THE EAST SIDE OF
 EM0790'THE FENCE LINE ON TRACK ROAD WHICH BEARS TO THE SOUTHEAST
 EM0790'UP HILL FOR 0.2 MILE TO THE TOP OF THE FIRST RIDGE AND THE
 EM0790'AZIMUTH MARK ON THE WESTERN END OF THE RIDGE.  TRUCK CAN
 EM0790'BE DRIVEN ABOUT 0.2 MILE FARTHER SOUTH OR ABOUT 0.1 MILE SOUTH
 EM0790'OF THE SECOND WINDMILL AND WATER TANK IN VALLEY.  THENCE
 EM0790'PACK SOUTH AND SOUTH-SOUTHEAST ABOUT 0.35 MILE TO THE
 EM0790'HIGHEST POINT AND THE STATION.  20 MINUTE PACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0817 ***********************************************************************
 GG0817  DESIGNATION -  CLAREMORE
 GG0817  PID         -  GG0817
 GG0817  STATE/COUNTY-  OK/ROGERS
 GG0817  COUNTRY     -  US
 GG0817  USGS QUAD   -  SAGEEYAH (2018)
 GG0817
 GG0817                         *CURRENT SURVEY CONTROL
 GG0817  ______________________________________________________________________
 GG0817* NAD 83(1993) POSITION- 36 18 10.44859(N) 095 37 52.37665(W)   ADJUSTED
 GG0817* NAVD 88 ORTHO HEIGHT -   226.9   (meters)      744.    (feet) VERTCON3
 GG0817  ______________________________________________________________________
 GG0817  GEOID HEIGHT    -        -29.205 (meters)                     GEOID18
 GG0817  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 GG0817  HORZ ORDER      -  FIRST
 GG0817
 GG0817.The horizontal coordinates were established by classical geodetic methods
 GG0817.and adjusted by the National Geodetic Survey in November 1994.
 GG0817
 GG0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0817
 GG0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0817.GEOID18 height accuracy estimate available here.
 GG0817
 GG0817.Click photographs - Photos may exist for this station.
 GG0817
 GG0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0817
 GG0817. The following values were computed from the NAD 83(1993) position.
 GG0817
 GG0817;                    North         East     Units Scale Factor Converg.
 GG0817;SPC OK N     -   147,156.611   812,726.461   MT  0.99994819   +1 23 52.6
 GG0817;SPC OK N     -   482,796.31  2,666,420.06   sFT  0.99994819   +1 23 52.6
 GG0817;UTM  15      - 4,020,758.768   263,739.926   MT  1.00028780   -1 33 30.8
 GG0817
 GG0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0817!SPC OK N     -   0.99996897  x   0.99994819  =   0.99991716
 GG0817!UTM  15      -   0.99996897  x   1.00028780  =   1.00025676
 GG0817
 GG0817:                Primary Azimuth Mark                     Grid Az
 GG0817:SPC OK N     -  CLAREMORE AZ MK 2                        342 06 56.4
 GG0817:UTM  15      -  CLAREMORE AZ MK 2                        345 04 19.8
 GG0817
 GG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6373920758(NAD 83)
 GG0817
 GG0817|---------------------------------------------------------------------|
 GG0817| PID    Reference Object                     Distance      Geod. Az  |
 GG0817|                                                           dddmmss.s |
 GG0817| CI1459 CLAREMORE RM 3                       20.625 METERS 03124     |
 GG0817| GG0811 CLAREMORE MUN ELEC PWR PLT STK      APPROX. 2.2 KM 0383042.7 |
 GG0817| GG0812 CLAREMORE LARGE MUNICIPAL TANK      APPROX. 2.1 KM 0385226.8 |
 GG0817| GG0813 CLAREMORE BAPTIST CHURCH DOME       APPROX. 2.0 KM 0674218.5 |
 GG0817| CI1457 CLAREMORE RM 1                       39.316 METERS 13826     |
 GG0817| CI1458 CLAREMORE RM 2                       46.226 METERS 19447     |
 GG0817| CI1456 CLAREMORE AZ MK 2                                  3433049.0 |
 GG0817| CI1460 CLAREMORE RM 4                       19.151 METERS 34342     |
 GG0817| CI1455 CLAREMORE AZ MK                                    3453654.0 |
 GG0817| GG0815 CLAREMORE OKLA MIL ACAD DOME        APPROX. 2.0 KM 3502659.4 |
 GG0817| GG0816 CLAREMORE SMALL MUNICIPAL TANK      APPROX. 2.4 KM 3591653.9 |
 GG0817|---------------------------------------------------------------------|
 GG0817
 GG0817                          SUPERSEDED SURVEY CONTROL
 GG0817
 GG0817  NAD 83(1986)-  36 18 10.47399(N)    095 37 52.35977(W) AD(       ) 1
 GG0817  NAD 27      -  36 18 10.12500(N)    095 37 51.43200(W) AD(       ) 1
 GG0817  NGVD 29 (07/19/86)  226.8    (m)          744.     (f) VERT ANG       
 GG0817
 GG0817.Superseded values are not recommended for survey control.
 GG0817
 GG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0817.See file dsdata.pdf to determine how the superseded data were derived.
 GG0817
 GG0817_MARKER: DS = TRIANGULATION STATION DISK
 GG0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0817_STAMPING: CLAREMORE 1934
 GG0817_MARK LOGO: CGS
 GG0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0817+STABILITY: SURFACE MOTION
 GG0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0817+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2001
 GG0817
 GG0817  HISTORY     - Date     Condition        Report By
 GG0817  HISTORY     - 1934     MONUMENTED       CGS
 GG0817  HISTORY     - 1955     GOOD             SSC
 GG0817  HISTORY     - 1961     GOOD             CGS
 GG0817  HISTORY     - 1968     GOOD             USGS
 GG0817  HISTORY     - 1968     GOOD             USGS
 GG0817  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GG0817  HISTORY     - 20010701 GOOD             INDIV
 GG0817
 GG0817                          STATION DESCRIPTION
 GG0817
 GG0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0817'STATION IS LOCATED ON TOP OF A LONG LOW RIDGE, ABOUT 1 MILE
 GG0817'S AND 1 MILE W OF THE TOWN OF CLAREMORE.  IT IS ON THE N
 GG0817'END OF THE RIDGE ABOUT 30 FEET S OF WHERE THE RIDGE BREAKS
 GG0817'AND SLOPES DOWNWARD IN A NORTHERLY DIRECTION.
 GG0817'
 GG0817'SURFACE, UNDERGROUND, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH
 GG0817'MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 GG0817'
 GG0817'REFERENCE MARK NO. 1 IS SE OF STATION ON THE E SLOPE JUST
 GG0817'BELOW WHERE RIDGE BREAKS TO THE EASTWARD.
 GG0817'
 GG0817'REFERENCE MARK NO. 2 IS S OF THE STATION AND SLIGHTLY TO THE
 GG0817'WESTWARD OF THE APPROXIMATE CENTER LINE OF THE RIDGE, ON
 GG0817'A GENTLE SLOPE.
 GG0817'
 GG0817'AZIMUTH MARK IS ABOUT 0.75 MILE W BY N OF STATION.
 GG0817'
 GG0817'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 GG0817'POINT WHERE STATE HIGHWAY 20 TURNS TO THE RIGHT.  CONTINUE
 GG0817'ON TOWARD CLAREMORE ABOUT 150 FEET BEYOND THE CURVE.  THE
 GG0817'MARK IS W OF STATE HIGHWAY 20 AT THIS POINT.  IT IS 4.3
 GG0817'FEET W OF THE FENCE LINE AND 33.0 FEET W OF THE CENTER LINE
 GG0817'OF THE ROAD.
 GG0817'
 GG0817'TO REACH STATION FROM CLAREMORE AT THE FRISCO RAILROAD DEPOT,
 GG0817'GO NW TOWARD THE OKLAHOMA MILITARY ACADEMY 0.65 MILE.  THEN
 GG0817'TAKE THE LEFT FORK INTO STATE HIGHWAY 20.  FOLLOW STATE HIGHWAY
 GG0817'20 FOR 0.85 MILE AND CONTINUE STRAIGHT AHEAD WHERE STATE HIGHWAY
 GG0817'20 TURNS RIGHT.  GO 0.01 MILE AND TURN LEFT.  GO 0.15 MILE
 GG0817'AND TURN RIGHT, JUST AFTER CROSSING SMALL CULVERT.  GO 0.15
 GG0817'MILE TO MR. STANLEYS HOUSE.  CONTINUE ON 0.1 MILE TO GATE
 GG0817'BETWEEN TWO TREES AT S END OF GARDEN.  PASS THROUGH GATE,
 GG0817'BEAR RIGHT, GO ABOUT 100 YARDS AND BEAR LEFT UPHILL.  STATION
 GG0817'IS ON TOP, ABOUT 0.1 MILE FROM THE ROAD.  THERE IS NO ROAD
 GG0817'UP THE HILL, BUT TRUCK CAN BE GOTTEN UP BY CHOOSING BEST
 GG0817'APPEARING GROUND.  LAST PART IS STEEP, BUT SURMOUNTABLE.
 GG0817'
 GG0817'HEIGHT OF LIGHT ABOVE STATION MARK - 2.1 METERS.
 GG0817
 GG0817                          STATION RECOVERY (1955)
 GG0817
 GG0817'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 GG0817'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0817'STATION AND REFERENCE MARK 2 WERE NOT RECOVERED.  NO SEARCH
 GG0817'WAS MADE FOR UNDERGROUND MARK.  AZIMUTH MARK WAS NOT VISITED.
 GG0817
 GG0817                          STATION RECOVERY (1961)
 GG0817
 GG0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0817'A HOUSE HAS BEEN BUILT JUST SOUTH OF THE STATION AND THE
 GG0817'STATION MARK WAS RECOVERED 16.4 FEET WEST-NORTHWEST OF THE
 GG0817'NORTHEAST CORNER OF THE HOUSE, 12.1 FEET EAST-NORTHEAST OF THE
 GG0817'NORTHWEST CORNER OF THE HOUSE, 5.7 FEET NORTH OF THE NORTH
 GG0817'SIDE OF THE HOUSE AND IS FLUSH WITH THE GROUND.  THE REFERENCE
 GG0817'MARKS WERE NOT VISABLE FROM THE STATION DUE TO THE HOUSE
 GG0817'BEING BUILT ON LINE.  THESE MARKS WERE RESET AND RESTAMPED.
 GG0817'THE AZIMUTH MARK HAD BEEN DESTROYED SO A NEW AZIMUTH MARK
 GG0817'WAS ESTABLISHED.
 GG0817'
 GG0817'R.M. NO. 3 IS 67.71 FEET NORTHEAST OF THE STATION.  IT IS JUST
 GG0817'BELOW GROUND LEVEL AND IS STAMPED CLAREMORE NO 3 1934.  R.M.
 GG0817'NO. 4 IS 62.85 FEET NORTHWEST OF THE STATION AND 3.5 FEET
 GG0817'SOUTH OF A POWERLINE POLE.  IT IS JUST BELOW THE GROUND LEVEL
 GG0817'AND THE DISK IS STAMPED CLAREMORE NO 4 1934.
 GG0817'
 GG0817'THE AZIMUTH MARK IS AT THE SOUTH SIDE OF A TRIANGLE FORMED BY
 GG0817'THE HIGHWAY AND SIDE ROADS, MIDWAY BETWEEN THE WEST TWO OF
 GG0817'THREE LARGE POWERLINE POLES AND ABOUT 5 FEET SOUTHWEST OF
 GG0817'THE SOUTHWEST CORNER OF A SMALL IRON FENCE SURROUNDING A
 GG0817'GAS GAGE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 GG0817'STAMPED CLAREMORE 1934 RESET 1961.
 GG0817'
 GG0817'TO REACH FROM CLAREMORE, FROM NORTH SIDE OF FRISCO RAILROAD
 GG0817'STATION, GO WEST-NORTHWEST ON STATE HIGHWAY 20 FOR 0.65 MILE
 GG0817'TO FORKS, TAKE LEFT FORK ON HIGHWAY 20 FOR 0.85 MILE TO FORKS
 GG0817'WHERE HIGHWAY BEARS RIGHT (THE AZIMUTH MARK IS AT SOUTH
 GG0817'SIDE OF TRIANGLE ON RIGHT), CONTINUE STRAIGHT AHEAD (SOUTH)
 GG0817'FOR 0.35 MILE TO A CATTLE GUARD ON LEFT, TURN LEFT AND GO
 GG0817'SOUTHEAST UP STEEP HILL FOR 0.15 MILE TO HOUSE AND STATION
 GG0817'TO NORTH OF HOUSE.
 GG0817
 GG0817                          STATION RECOVERY (1968)
 GG0817
 GG0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0817'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  THE OLD
 GG0817'DESCRIPTION IS ADEQUATE.
 GG0817
 GG0817                          STATION RECOVERY (1968)
 GG0817
 GG0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0817'RECOVERED IN GOOD CONDITION.
 GG0817
 GG0817                          STATION RECOVERY (1986)
 GG0817
 GG0817'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0817'MARK NOT FOUND.
 GG0817
 GG0817                          STATION RECOVERY (2001)
 GG0817
 GG0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BLK)
 GG0817'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0813 ***********************************************************************
 GG0813  DESIGNATION -  CLAREMORE BAPTIST CHURCH DOME
 GG0813  PID         -  GG0813
 GG0813  STATE/COUNTY-  OK/ROGERS
 GG0813  COUNTRY     -  US
 GG0813  USGS QUAD   -  CLAREMORE (2019)
 GG0813
 GG0813                         *CURRENT SURVEY CONTROL
 GG0813  ______________________________________________________________________
 GG0813* NAD 83(1993) POSITION- 36 18 35.43214(N) 095 36 37.07238(W)   ADJUSTED
 GG0813  ______________________________________________________________________
 GG0813  GEOID HEIGHT    -        -29.211 (meters)                     GEOID18
 GG0813  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 GG0813  HORZ ORDER      -  THIRD
 GG0813
 GG0813.The horizontal coordinates were established by classical geodetic methods
 GG0813.and adjusted by the National Geodetic Survey in November 1994.
 GG0813
 GG0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0813.GEOID18 height accuracy estimate available here.
 GG0813
 GG0813.Click photographs - Photos may exist for this station.
 GG0813
 GG0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0813
 GG0813. The following values were computed from the NAD 83(1993) position.
 GG0813
 GG0813;                    North         East     Units Scale Factor Converg.
 GG0813;SPC OK N     -   147,972.454   814,585.640   MT  0.99994849   +1 24 37.0
 GG0813;SPC OK N     -   485,472.96  2,672,519.72   sFT  0.99994849   +1 24 37.0
 GG0813;UTM  15      - 4,021,477.870   265,639.344   MT  1.00027678   -1 32 47.0
 GG0813
 GG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6563921477(NAD 83)
 GG0813
 GG0813                          SUPERSEDED SURVEY CONTROL
 GG0813
 GG0813  NAD 83(1986)-  36 18 35.45690(N)    095 36 37.05689(W) AD(       ) 3
 GG0813  NAD 27      -  36 18 35.11000(N)    095 36 36.13000(W) AD(       ) 3
 GG0813
 GG0813.Superseded values are not recommended for survey control.
 GG0813
 GG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0813.See file dsdata.pdf to determine how the superseded data were derived.
 GG0813
 GG0813_MARKER: 87 = DOME
 GG0813
 GG0813  HISTORY     - Date     Condition        Report By
 GG0813  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0813
 GG0813                          STATION DESCRIPTION
 GG0813
 GG0813'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0812 ***********************************************************************
 GG0812  DESIGNATION -  CLAREMORE LARGE MUNICIPAL TANK
 GG0812  PID         -  GG0812
 GG0812  STATE/COUNTY-  OK/ROGERS
 GG0812  COUNTRY     -  US
 GG0812  USGS QUAD   -  CLAREMORE (2019)
 GG0812
 GG0812                         *CURRENT SURVEY CONTROL
 GG0812  ______________________________________________________________________
 GG0812* NAD 83(1993) POSITION- 36 19 03.48003(N) 095 36 59.54646(W)   ADJUSTED
 GG0812  ______________________________________________________________________
 GG0812  GEOID HEIGHT    -        -29.210 (meters)                     GEOID18
 GG0812  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GG0812  HORZ ORDER      -  THIRD
 GG0812
 GG0812.The horizontal coordinates were established by classical geodetic methods
 GG0812.and adjusted by the National Geodetic Survey in November 1994.
 GG0812
 GG0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0812.GEOID18 height accuracy estimate available here.
 GG0812
 GG0812.Click photographs - Photos may exist for this station.
 GG0812
 GG0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0812
 GG0812. The following values were computed from the NAD 83(1993) position.
 GG0812
 GG0812;                    North         East     Units Scale Factor Converg.
 GG0812;SPC OK N     -   148,822.905   814,003.954   MT  0.99994883   +1 24 23.7
 GG0812;SPC OK N     -   488,263.15  2,670,611.31   sFT  0.99994883   +1 24 23.7
 GG0812;UTM  15      - 4,022,357.484   265,102.124   MT  1.00027989   -1 33 01.4
 GG0812
 GG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6510222357(NAD 83)
 GG0812
 GG0812                          SUPERSEDED SURVEY CONTROL
 GG0812
 GG0812  NAD 83(1986)-  36 19 03.50531(N)    095 36 59.52941(W) AD(       ) 3
 GG0812  NAD 27      -  36 19 03.15900(N)    095 36 58.60200(W) AD(       ) 3
 GG0812
 GG0812.Superseded values are not recommended for survey control.
 GG0812
 GG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0812.See file dsdata.pdf to determine how the superseded data were derived.
 GG0812
 GG0812_MARKER: 53 = ELEVATED TANK
 GG0812
 GG0812  HISTORY     - Date     Condition        Report By
 GG0812  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0812
 GG0812                          STATION DESCRIPTION
 GG0812
 GG0812'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0811 ***********************************************************************
 GG0811  DESIGNATION -  CLAREMORE MUN ELEC PWR PLT STK
 GG0811  PID         -  GG0811
 GG0811  STATE/COUNTY-  OK/ROGERS
 GG0811  COUNTRY     -  US
 GG0811  USGS QUAD   -  CLAREMORE (2019)
 GG0811
 GG0811                         *CURRENT SURVEY CONTROL
 GG0811  ______________________________________________________________________
 GG0811* NAD 83(1993) POSITION- 36 19 05.31509(N) 095 36 58.42163(W)   ADJUSTED
 GG0811  ______________________________________________________________________
 GG0811  GEOID HEIGHT    -        -29.210 (meters)                     GEOID18
 GG0811  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GG0811  HORZ ORDER      -  THIRD
 GG0811
 GG0811.The horizontal coordinates were established by classical geodetic methods
 GG0811.and adjusted by the National Geodetic Survey in November 1994.
 GG0811
 GG0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0811.GEOID18 height accuracy estimate available here.
 GG0811
 GG0811.Click photographs - Photos may exist for this station.
 GG0811
 GG0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0811
 GG0811. The following values were computed from the NAD 83(1993) position.
 GG0811
 GG0811;                    North         East     Units Scale Factor Converg.
 GG0811;SPC OK N     -   148,880.137   814,030.614   MT  0.99994885   +1 24 24.4
 GG0811;SPC OK N     -   488,450.92  2,670,698.77   sFT  0.99994885   +1 24 24.4
 GG0811;UTM  15      - 4,022,413.283   265,131.711   MT  1.00027972   -1 33 00.8
 GG0811
 GG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6513122413(NAD 83)
 GG0811
 GG0811                          SUPERSEDED SURVEY CONTROL
 GG0811
 GG0811  NAD 83(1986)-  36 19 05.33985(N)    095 36 58.40506(W) AD(       ) 3
 GG0811  NAD 27      -  36 19 04.99000(N)    095 36 57.48000(W) AD(       ) 3
 GG0811
 GG0811.Superseded values are not recommended for survey control.
 GG0811
 GG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0811.See file dsdata.pdf to determine how the superseded data were derived.
 GG0811
 GG0811_MARKER: 63 = STACK
 GG0811
 GG0811  HISTORY     - Date     Condition        Report By
 GG0811  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0811
 GG0811                          STATION DESCRIPTION
 GG0811
 GG0811'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0815 ***********************************************************************
 GG0815  DESIGNATION -  CLAREMORE OKLA MIL ACAD DOME
 GG0815  PID         -  GG0815
 GG0815  STATE/COUNTY-  OK/ROGERS
 GG0815  COUNTRY     -  US
 GG0815  USGS QUAD   -  SAGEEYAH (2018)
 GG0815
 GG0815                         *CURRENT SURVEY CONTROL
 GG0815  ______________________________________________________________________
 GG0815* NAD 83(1993) POSITION- 36 19 13.05588(N) 095 38 05.39280(W)   ADJUSTED
 GG0815  ______________________________________________________________________
 GG0815  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 GG0815  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 GG0815  HORZ ORDER      -  THIRD
 GG0815
 GG0815.The horizontal coordinates were established by classical geodetic methods
 GG0815.and adjusted by the National Geodetic Survey in November 1994.
 GG0815
 GG0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0815.GEOID18 height accuracy estimate available here.
 GG0815
 GG0815.Click photographs - Photos may exist for this station.
 GG0815
 GG0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0815
 GG0815. The following values were computed from the NAD 83(1993) position.
 GG0815
 GG0815;                    North         East     Units Scale Factor Converg.
 GG0815;SPC OK N     -   149,077.802   812,354.826   MT  0.99994895   +1 23 44.9
 GG0815;SPC OK N     -   489,099.42  2,665,200.79   sFT  0.99994895   +1 23 44.9
 GG0815;UTM  15      - 4,022,697.230   263,467.793   MT  1.00028938   -1 33 40.8
 GG0815
 GG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6346722697(NAD 83)
 GG0815
 GG0815                          SUPERSEDED SURVEY CONTROL
 GG0815
 GG0815  NAD 83(1986)-  36 19 13.08115(N)    095 38 05.37566(W) AD(       ) 3
 GG0815  NAD 27      -  36 19 12.73400(N)    095 38 04.44900(W) AD(       ) 3
 GG0815
 GG0815.Superseded values are not recommended for survey control.
 GG0815
 GG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0815.See file dsdata.pdf to determine how the superseded data were derived.
 GG0815
 GG0815_MARKER: 87 = DOME
 GG0815
 GG0815  HISTORY     - Date     Condition        Report By
 GG0815  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0815
 GG0815                          STATION DESCRIPTION
 GG0815
 GG0815'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0816 ***********************************************************************
 GG0816  DESIGNATION -  CLAREMORE SMALL MUNICIPAL TANK
 GG0816  PID         -  GG0816
 GG0816  STATE/COUNTY-  OK/ROGERS
 GG0816  COUNTRY     -  US
 GG0816  USGS QUAD   -  SAGEEYAH (2018)
 GG0816
 GG0816                         *CURRENT SURVEY CONTROL
 GG0816  ______________________________________________________________________
 GG0816* NAD 83(1993) POSITION- 36 19 28.34535(N) 095 37 53.58364(W)   ADJUSTED
 GG0816  ______________________________________________________________________
 GG0816  GEOID HEIGHT    -        -29.204 (meters)                     GEOID18
 GG0816  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 GG0816  HORZ ORDER      -  THIRD
 GG0816
 GG0816.The horizontal coordinates were established by classical geodetic methods
 GG0816.and adjusted by the National Geodetic Survey in November 1994.
 GG0816
 GG0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0816.GEOID18 height accuracy estimate available here.
 GG0816
 GG0816.Click photographs - Photos may exist for this station.
 GG0816
 GG0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0816
 GG0816. The following values were computed from the NAD 83(1993) position.
 GG0816
 GG0816;                    North         East     Units Scale Factor Converg.
 GG0816;SPC OK N     -   149,556.094   812,637.793   MT  0.99994915   +1 23 51.8
 GG0816;SPC OK N     -   490,668.62  2,666,129.16   sFT  0.99994915   +1 23 51.8
 GG0816;UTM  15      - 4,023,160.445   263,775.163   MT  1.00028759   -1 33 34.4
 GG0816
 GG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6377523160(NAD 83)
 GG0816
 GG0816                          SUPERSEDED SURVEY CONTROL
 GG0816
 GG0816  NAD 83(1986)-  36 19 28.37074(N)    095 37 53.56650(W) AD(       ) 3
 GG0816  NAD 27      -  36 19 28.02400(N)    095 37 52.63700(W) AD(       ) 3
 GG0816
 GG0816.Superseded values are not recommended for survey control.
 GG0816
 GG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0816.See file dsdata.pdf to determine how the superseded data were derived.
 GG0816
 GG0816_MARKER: 51 = TANK
 GG0816
 GG0816  HISTORY     - Date     Condition        Report By
 GG0816  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0816
 GG0816                          STATION DESCRIPTION
 GG0816
 GG0816'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0757 ***********************************************************************
 GH0757  DESIGNATION -  CLARK
 GH0757  PID         -  GH0757
 GH0757  STATE/COUNTY-  OK/GARFIELD
 GH0757  COUNTRY     -  US
 GH0757  USGS QUAD   -  PERRY NW (2018)
 GH0757
 GH0757                         *CURRENT SURVEY CONTROL
 GH0757  ______________________________________________________________________
 GH0757* NAD 83(1993) POSITION- 36 29 28.96044(N) 097 29 53.39731(W)   ADJUSTED
 GH0757* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0757  ______________________________________________________________________
 GH0757  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GH0757  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 GH0757  HORZ ORDER      -  THIRD
 GH0757
 GH0757.The horizontal coordinates were established by classical geodetic methods
 GH0757.and adjusted by the National Geodetic Survey in November 1994.
 GH0757
 GH0757.The orthometric height was scaled from a topographic map.
 GH0757
 GH0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0757.GEOID18 height accuracy estimate available here.
 GH0757
 GH0757.Click photographs - Photos may exist for this station.
 GH0757
 GH0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0757
 GH0757. The following values were computed from the NAD 83(1993) position.
 GH0757
 GH0757;                    North         East     Units Scale Factor Converg.
 GH0757;SPC OK N     -   165,591.064   644,962.913   MT  0.99996134   +0 17 46.2
 GH0757;SPC OK N     -   543,276.68  2,116,015.82   sFT  0.99996134   +0 17 46.2
 GH0757;UTM  14      - 4,039,500.267   634,516.608   MT  0.99982294   +0 53 35.8
 GH0757
 GH0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0757!SPC OK N     -   0.99995421  x   0.99996134  =   0.99991555
 GH0757!UTM  14      -   0.99995421  x   0.99982294  =   0.99977715
 GH0757
 GH0757:                Primary Azimuth Mark                     Grid Az
 GH0757:SPC OK N     -  CLARK AZ MK                              004 50 20.0
 GH0757:UTM  14      -  CLARK AZ MK                              004 14 30.4
 GH0757
 GH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3451639500(NAD 83)
 GH0757
 GH0757|---------------------------------------------------------------------|
 GH0757| PID    Reference Object                     Distance      Geod. Az  |
 GH0757|                                                           dddmmss.s |
 GH0757| CL4506 CLARK AZ MK                                        0050806.2 |
 GH0757| GH0687 BILLINGS MUNICIPAL TANK             APPROX. 6.3 KM 0495106.3 |
 GH0757| CL4507 CLARK RM 1                           12.213 METERS 09110     |
 GH0757| GH0761 GARBER COOP EAST ELEVATOR           APPROX. 9.4 KM 2324840.7 |
 GH0757| GH0851 HUNTER MUNICIPAL TANK               APPROX.16.7 KM 2991422.9 |
 GH0757| GH0850 HUNTER FARMERS GRAIN CO ELEV        APPROX.16.9 KM 2992715.1 |
 GH0757| CL4508 CLARK RM 2                           21.464 METERS 35413     |
 GH0757|---------------------------------------------------------------------|
 GH0757
 GH0757                          SUPERSEDED SURVEY CONTROL
 GH0757
 GH0757  NAD 83(1986)-  36 29 28.96974(N)    097 29 53.38557(W) AD(       ) 3
 GH0757  NAD 27      -  36 29 28.85136(N)    097 29 52.21680(W) AD(       ) 3
 GH0757
 GH0757.Superseded values are not recommended for survey control.
 GH0757
 GH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0757.See file dsdata.pdf to determine how the superseded data were derived.
 GH0757
 GH0757_MARKER: DS = TRIANGULATION STATION DISK
 GH0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0757_STAMPING: CLARK 1963
 GH0757_MARK LOGO: CGS
 GH0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0757+STABILITY: SURFACE MOTION
 GH0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0757+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 GH0757
 GH0757  HISTORY     - Date     Condition        Report By
 GH0757  HISTORY     - 1963     MONUMENTED       CGS
 GH0757  HISTORY     - 20100923 GOOD             MYEREN
 GH0757  HISTORY     - 20101208 GOOD             INDIV
 GH0757
 GH0757                          STATION DESCRIPTION
 GH0757
 GH0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0757'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF GARBER, 2-1/2
 GH0757'MILES SOUTH AND 3 MILES WEST OF BILLING AND ON THE SOUTH SIDE
 GH0757'OF AN EAST-WEST SECTION LINE ROAD ON RIGHT-OF-WAY PROPERTY.
 GH0757'
 GH0757'TO REACH THE STATION FROM THE POST OFFICE IN BILLING, GO WEST
 GH0757'ON MAIN STREET FOR 0.1 MILE TO THE INTERSECTION OF BROADWAY
 GH0757'AVENUE.  TURN RIGHT AND GO NORTH ON BROADWAY AVENUE FOR 0.4
 GH0757'MILE TO JUNCTION OF STATE HIGHWAY 15.  TURN RIGHT, WEST, ON
 GH0757'STATE HIGHWAY 15 FOR 3 MILES TO A CROSSROAD.  TURN LEFT AND GO
 GH0757'SOUTH ON GRADED ROAD FOR 2.55 MILES TO THE AZIMUTH MARK ON THE
 GH0757'RIGHT.  CONTINUE SOUTH ON THE GRADED ROAD FOR 0.55 MILE TO A
 GH0757'CROSSROAD.  TURN LEFT, WEST, ON GRADED ROAD FOR 0.05 MILE TO
 GH0757'THE STATION ON THE LEFT.
 GH0757'
 GH0757'STATION MARK IS A STANDARD DISK, STAMPED CLARK 1963, SET IN
 GH0757'TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GH0757'IS 29 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 60.3
 GH0757'FEET SOUTH OF A EAST GATE POST OF A GATE, 2.2 FEET NORTH OF A
 GH0757'FENCE, 4 FEET EAST OF A WITNESS POST AND ABOUT 3 FEET HIGHER
 GH0757'THAN THE ROAD.
 GH0757'
 GH0757'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLARK NO 1 1963,
 GH0757'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GH0757'IT IS 65.5 FEET SOUTH SOUTHEAST OF THE GATE POST, 30 FEET
 GH0757'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE
 GH0757'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0757'
 GH0757'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLARK NO 2 1963,
 GH0757'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GH0757'IT IS 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 GH0757'SOUTHWEST OF THE WEST GATE POST OF A WIRE GATE, 12.5 FEET WEST
 GH0757'OF THE CENTERLINE OF A FARM DRIVEWAY, 2.8 FEET SOUTH OF A
 GH0757'FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 GH0757'
 GH0757'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLARK 1963, CEMENTED IN
 GH0757'A DRILL HOLE IN A 3 X 6 FOOT ROCK OUTCROP PROJECTING 6 INCHES.
 GH0757'IT IS 10.5 FEET SOUTHWEST OF A WITNESS POST, 35 FEET WEST OF
 GH0757'THE CENTERLINE OF A GRADED ROAD, 2 FEET WEST OF A FENCE AND
 GH0757'ABOUT 5 FEET HIGHER THAN THE ROAD.
 GH0757
 GH0757                          STATION RECOVERY (2010)
 GH0757
 GH0757'RECOVERY NOTE BY MYERS ENGINEERING INC 2010 (RL)
 GH0757'RECOVERED AS DESCRIBED
 GH0757
 GH0757                          STATION RECOVERY (2010)
 GH0757
 GH0757'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0757'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0947 ***********************************************************************
 GK0947  DESIGNATION -  CLARK MONUMENT 7
 GK0947  PID         -  GK0947
 GK0947  STATE/COUNTY-  OK/TEXAS
 GK0947  COUNTRY     -  US
 GK0947  USGS QUAD   -  TEXHOMA SW (2018)
 GK0947
 GK0947                         *CURRENT SURVEY CONTROL
 GK0947  ______________________________________________________________________
 GK0947* NAD 83(1993) POSITION- 36 30 00.36227(N) 101 56 03.71392(W)   ADJUSTED
 GK0947* NAVD 88 ORTHO HEIGHT -  1064.3   (meters)     3492.    (feet) VERTCON3
 GK0947  ______________________________________________________________________
 GK0947  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 GK0947  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC18
 GK0947  HORZ ORDER      -  FIRST
 GK0947
 GK0947.The horizontal coordinates were established by classical geodetic methods
 GK0947.and adjusted by the National Geodetic Survey in November 1994.
 GK0947
 GK0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0947
 GK0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0947.GEOID18 height accuracy estimate available here.
 GK0947
 GK0947.Click photographs - Photos may exist for this station.
 GK0947
 GK0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0947
 GK0947. The following values were computed from the NAD 83(1993) position.
 GK0947
 GK0947;                    North         East     Units Scale Factor Converg.
 GK0947;SPC OK N     -   173,583.544   247,626.150   MT  0.99996221   -2 19 18.7
 GK0947;SPC OK N     -   569,498.68    812,420.13   sFT  0.99996221   -2 19 18.7
 GK0947;SPC TX N     - 1,277,458.037   161,081.465   MT  1.00008929   -0 15 06.2
 GK0947;SPC TX N     - 4,191,126.91    528,481.44   sFT  1.00008929   -0 15 06.2
 GK0947;UTM  14      - 4,043,424.502   237,178.629   MT  1.00045113   -1 44 47.2
 GK0947;UTM  13      - 4,043,791.124   774,582.030   MT  1.00052901   +1 49 28.8
 GK0947
 GK0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0947!SPC OK N     -   0.99983701  x   0.99996221  =   0.99979922
 GK0947!SPC TX N     -   0.99983701  x   1.00008929  =   0.99992628
 GK0947!UTM  14      -   0.99983701  x   1.00045113  =   1.00028806
 GK0947!UTM  13      -   0.99983701  x   1.00052901  =   1.00036593
 GK0947
 GK0947:                Primary Azimuth Mark                     Grid Az
 GK0947:SPC OK N     -  CHIMNEY ON HOUSE 1.0 MI E                102 08 13.6
 GK0947:SPC TX N     -  CHIMNEY ON HOUSE 1.0 MI E                100 04 01.1
 GK0947:UTM  14      -  CHIMNEY ON HOUSE 1.0 MI E                101 33 42.1
 GK0947:UTM  13      -  CHIMNEY ON HOUSE 1.0 MI E                097 59 26.1
 GK0947
 GK0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3717843424(NAD 83)
 GK0947
 GK0947|---------------------------------------------------------------------|
 GK0947| PID    Reference Object                     Distance      Geod. Az  |
 GK0947|                                                           dddmmss.s |
 GK0947| CM8685 CLARK MONUMENT 7 RM 2                              09943     |
 GK0947| CM8657 CHIMNEY ON HOUSE 1.0 MI E                          0994854.9 |
 GK0947| CM8684 CLARK MONUMENT 7 RM 1               111.542 METERS 35935     |
 GK0947|---------------------------------------------------------------------|
 GK0947
 GK0947                          SUPERSEDED SURVEY CONTROL
 GK0947
 GK0947  NAD 83(1986)-  36 30 00.37373(N)    101 56 03.70080(W) AD(       ) 1
 GK0947  NAD 27      -  36 30 00.27700(N)    101 56 02.09900(W) AD(       ) 1
 GK0947  NGVD 29 (07/19/86) 1063.8    (m)         3490.     (f) VERT ANG       
 GK0947
 GK0947.Superseded values are not recommended for survey control.
 GK0947
 GK0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0947.See file dsdata.pdf to determine how the superseded data were derived.
 GK0947
 GK0947_MARKER: U = CONCRETE POST
 GK0947_SETTING: 0 = UNSPECIFIED SETTING
 GK0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0947+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2012
 GK0947
 GK0947  HISTORY     - Date     Condition        Report By
 GK0947  HISTORY     - 1931     MONUMENTED       CGS
 GK0947  HISTORY     - 20120607 GOOD             INDIV
 GK0947
 GK0947                          STATION DESCRIPTION
 GK0947
 GK0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0947'THIS STATION IS THE RECOVERED CLARK MONUMENT NO. 7, DESCRIBED IN
 GK0947'THE NOTES OF A.D. KIDDER, GENERAL LAND OFFICE.  THE POINT IS ON
 GK0947'NATIVE SOD, ON THE CREST OF THE WEST BLUFF OF THE EAST CROSSING
 GK0947'OF THE NORTH CANADIAN (OR BEAVER) RIVER.  THE BLUFF IS HIGH,
 GK0947'BUT THE SLOPE IS GENTLE.  STATION IS OPPOSITE SEC. 36, T1N R10E,
 GK0947'CIMARRON MERIDIAN, OKLA., AND ABOUT 8 MILES WEST OF THE TOWN
 GK0947'OF TEXHOMA.  THE ORIGINAL MONUMENT DESCRIBED BY KIDDER WAS A
 GK0947'LIMESTONE 32 BY 10 BY 6 INCHES, LYING ON THE GROUND, WELL
 GK0947'EMBEDDED IN SOD.  NO MARKS WERE ON THE STONE, AND THERE WAS NO
 GK0947'SURFACE STONE IN THE VICINITY.  THE MONUMENT WAS
 GK0947'RECONSTRUCTED BY KIDDER, A CONCRETE MONUMENT 8 BY 14 BY 30
 GK0947'INCHES BEING SET ON A CONCRETE BASE, A 2-FOOT CUBE.  THE BASE
 GK0947'IS 2 FEET IN GROUND, AND THE FORM PROJECTS 24 INCHES ABOVE
 GK0947'THE BASE.  TWO REFERENCE MARKS WERE SET IN 1931, STANDARD
 GK0947'REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS ABOUT 1
 GK0947'INCH ABOVE THE SURFACE, IS 31 FEET SOUTH OF CENTER LINE OF
 GK0947'ROAD, 3.8 FEET SOUTH OF FENCE LINE, AND 365.95 FEET FROM
 GK0947'STATION N 10 DEG 26 MIN W.  NO 2 PROJECTS ABOUT 2 INCHES
 GK0947'ABOVE SURFACE, IS ABOUT 100 YARDS SOUTH OF ROAD, 1.1
 GK0947'FEET WEST OF NORTH-AND-SOUTH FENCE LINE, AND APPROXIMATELY
 GK0947'0.3 MILE FROM STATION S 80 DEG 17 MIN E.  STATION IS
 GK0947'REACHED FROM TEXHOMA BY GOING WEST ON STATE LINE ROAD 8-1/4
 GK0947'MILES FROM THE SOUTHWEST CORNER OF RAILROAD STATION, TO POINT
 GK0947'ABOUT 0.6 MILE WEST OF BRIDGE ACROSS THE NORTH CANADIAN (OR
 GK0947'BEAVER) RIVER.  THE STATION WILL THEN BE ABOUT 125 YARDS SOUTH OF
 GK0947'ROAD.
 GK0947
 GK0947                          STATION RECOVERY (2012)
 GK0947
 GK0947'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (WTC)
 GK0947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0890 ***********************************************************************
 GK0890  DESIGNATION -  CLARK MONUMENT 9
 GK0890  PID         -  GK0890
 GK0890  STATE/COUNTY-  OK/TEXAS
 GK0890  COUNTRY     -  US
 GK0890  USGS QUAD   -  PHILLIPS CAMP (2019)
 GK0890
 GK0890                         *CURRENT SURVEY CONTROL
 GK0890  ______________________________________________________________________
 GK0890* NAD 83(1993) POSITION- 36 29 58.28477(N) 101 24 54.79325(W)   ADJUSTED
 GK0890* NAVD 88 ORTHO HEIGHT -   930.    (meters)     3051.    (feet) SCALED
 GK0890  ______________________________________________________________________
 GK0890  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 GK0890  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 GK0890  HORZ ORDER      -  SECOND
 GK0890
 GK0890.The horizontal coordinates were established by classical geodetic methods
 GK0890.and adjusted by the National Geodetic Survey in November 1994.
 GK0890
 GK0890.The orthometric height was scaled from a topographic map.
 GK0890
 GK0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0890.GEOID18 height accuracy estimate available here.
 GK0890
 GK0890.Click photographs - Photos may exist for this station.
 GK0890
 GK0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0890
 GK0890. The following values were computed from the NAD 83(1993) position.
 GK0890
 GK0890;                    North         East     Units Scale Factor Converg.
 GK0890;SPC OK N     -   171,759.589   294,099.452   MT  0.99996215   -2 00 55.7
 GK0890;SPC OK N     -   563,514.58    964,891.29   sFT  0.99996215   -2 00 55.7
 GK0890;SPC TX N     - 1,277,311.755   207,596.225   MT  1.00008909   +0 02 56.9
 GK0890;SPC TX N     - 4,190,646.98    681,088.61   sFT  1.00008909   +0 02 56.9
 GK0890;UTM  14      - 4,042,068.072   283,684.080   MT  1.00017654   -1 26 13.8
 GK0890
 GK0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0890!SPC OK N     -   0.99985819  x   0.99996215  =   0.99982035
 GK0890!SPC TX N     -   0.99985819  x   1.00008909  =   0.99994727
 GK0890!UTM  14      -   0.99985819  x   1.00017654  =   1.00003471
 GK0890
 GK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8368442068(NAD 83)
 GK0890
 GK0890                          SUPERSEDED SURVEY CONTROL
 GK0890
 GK0890  NAD 83(1986)-  36 29 58.29173(N)    101 24 54.77717(W) AD(       ) 2
 GK0890  NAD 27      -  36 29 58.20300(N)    101 24 53.19800(W) AD(       ) 2
 GK0890
 GK0890.Superseded values are not recommended for survey control.
 GK0890
 GK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0890.See file dsdata.pdf to determine how the superseded data were derived.
 GK0890
 GK0890_MARKER: 71 = BOUNDARY MONUMENT
 GK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0890+STABILITY: SURFACE MOTION
 GK0890
 GK0890  HISTORY     - Date     Condition        Report By
 GK0890  HISTORY     - 1931     FIRST OBSERVED   USGLO
 GK0890
 GK0890                          STATION DESCRIPTION
 GK0890
 GK0890'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 GK0890'STATION IS ABOUT 4-2/3 MILES W OF HITCHLAND, IN AN OPEN PASTURE,
 GK0890'100 YARDS S OF E-W FENCE LINE WITH POLE LINE ALONG IT, AND
 GK0890'543.057 METERS (1,781.68 FEET) FROM STATION HITCH S 89 DEG 35 MIN E.
 GK0890'
 GK0890'MARKED BY TRUNCATED CONE OF CONCRETE, 3 FEET HIGH, MOULDED
 GK0890'IN ZINC FORM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1172 ***********************************************************************
 FH1172  DESIGNATION -  CLAUDE
 FH1172  PID         -  FH1172
 FH1172  STATE/COUNTY-  OK/OKMULGEE
 FH1172  COUNTRY     -  US
 FH1172  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH1172
 FH1172                         *CURRENT SURVEY CONTROL
 FH1172  ______________________________________________________________________
 FH1172* NAD 83(1993) POSITION- 35 44 25.65457(N) 095 59 52.40864(W)   ADJUSTED
 FH1172* NAVD 88 ORTHO HEIGHT -   287.5   (meters)      943.    (feet) VERTCON3
 FH1172  ______________________________________________________________________
 FH1172  GEOID HEIGHT    -        -28.968 (meters)                     GEOID18
 FH1172  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 FH1172  HORZ ORDER      -  SECOND
 FH1172
 FH1172.The horizontal coordinates were established by classical geodetic methods
 FH1172.and adjusted by the National Geodetic Survey in November 1994.
 FH1172
 FH1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1172
 FH1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1172.GEOID18 height accuracy estimate available here.
 FH1172
 FH1172.Click photographs - Photos may exist for this station.
 FH1172
 FH1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1172
 FH1172. The following values were computed from the NAD 83(1993) position.
 FH1172
 FH1172;                    North         East     Units Scale Factor Converg.
 FH1172;SPC OK N     -    84,023.274   781,089.417   MT  0.99997300   +1 10 53.5
 FH1172;SPC OK N     -   275,666.36  2,562,624.20   sFT  0.99997300   +1 10 53.5
 FH1172;UTM  15      - 3,959,307.463   228,885.020   MT  1.00050585   -1 45 07.8
 FH1172;UTM  14      - 3,959,319.142   771,496.495   MT  1.00050840   +1 45 16.7
 FH1172
 FH1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1172!SPC OK N     -   0.99995943  x   0.99997300  =   0.99993243
 FH1172!UTM  15      -   0.99995943  x   1.00050585  =   1.00046526
 FH1172!UTM  14      -   0.99995943  x   1.00050840  =   1.00046781
 FH1172
 FH1172:                Primary Azimuth Mark                     Grid Az
 FH1172:SPC OK N     -  BEGGS MUNICIPAL WATER TANK               270 30 38.4
 FH1172:UTM  15      -  BEGGS MUNICIPAL WATER TANK               273 26 39.7
 FH1172:UTM  14      -  BEGGS MUNICIPAL WATER TANK               269 56 15.2
 FH1172
 FH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV2888559307(NAD 83)
 FH1172
 FH1172|---------------------------------------------------------------------|
 FH1172| PID    Reference Object                     Distance      Geod. Az  |
 FH1172|                                                           dddmmss.s |
 FH1172| FH1168 DEWEY                               APPROX. 6.7 KM 0900818.3 |
 FH1172| AE6997 CLAUDE RM 2                          13.386 METERS 09055     |
 FH1172| AE6996 CLAUDE RM 1                          18.771 METERS 17705     |
 FH1172| CI1078 BEGGS MUNICIPAL WATER TANK                         2714131.9 |
 FH1172|---------------------------------------------------------------------|
 FH1172
 FH1172                          SUPERSEDED SURVEY CONTROL
 FH1172
 FH1172  NAD 83(1986)-  35 44 25.68074(N)    095 59 52.39546(W) AD(       ) 2
 FH1172  NAD 27      -  35 44 25.31576(N)    095 59 51.42091(W) AD(       ) 2
 FH1172  NGVD 29 (07/19/86)  287.3    (m)          943.     (f) VERT ANG       
 FH1172
 FH1172.Superseded values are not recommended for survey control.
 FH1172
 FH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1172.See file dsdata.pdf to determine how the superseded data were derived.
 FH1172
 FH1172_MARKER: DD = SURVEY DISK
 FH1172_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1172+WITH SETTING: INFORMATION.
 FH1172_STAMPING: ET CLAUDE 1968
 FH1172_MARK LOGO: USGS
 FH1172_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1172+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FH1172
 FH1172  HISTORY     - Date     Condition        Report By
 FH1172  HISTORY     - 1968     MONUMENTED       USGS
 FH1172  HISTORY     - 20080625 GOOD             INDIV
 FH1172
 FH1172                          STATION DESCRIPTION
 FH1172
 FH1172'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1172'THE STATION IS ABOUT 8.3 MI NNW. OF OKMULGEE, NEAR THE
 FH1172'COR. SECS. 25, 26, 35 AND 36, T. 15 N., R. 12 E., ABOUT 0.35 MI
 FH1172'E. OF U.S. HWY. 75, ON TOP OF THE S. CUT BANK OF HWY.
 FH1172'
 FH1172'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 75 AND
 FH1172'MAIN STREET IN OKMULGEE, GO N. ON U.S. HWY. FOR 8.8 MI TO THE
 FH1172'JUNCTION OF U.S. HWY. 75 AND STATE HWY. 16, TURN RIGHT ON STATE
 FH1172'HWY. 16 AND GO E., 0.2 MI T DRIVE ESE., TURN RIGHT INTO DRIVE AND
 FH1172'GO 0.15 MI TO TOP OF HILL AND STATION ON TOP OF S. CUT BANK OF
 FH1172'HWY.
 FH1172'
 FH1172'STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 FH1172'RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED WITH GRAVEL
 FH1172'TO WITHIN 1 IN. OF CAP, STAMPED ET CLAUDE 1968 IS 103 FT S. OF
 FH1172'CENTER OF HWY., 1 FT S. AND 8 FT W. OF A N.-S. POWER LINE POLE,
 FH1172'2 FT S. OF STEEL USGS WITNESS POST.  THE MARK IS FLUSH WITH THE
 FH1172'GROUND.
 FH1172'
 FH1172'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1172'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED WITH
 FH1172'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CLAUDE NO 1 1968 IS S. OF
 FH1172'THE STATION, 2.7 FT W. OF AN E.-W. POWER LINE POLE, THE MARK IS
 FH1172'FLUSH WITH THE GROUND.
 FH1172'
 FH1172'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1172'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG, AND FILLED WITH
 FH1172'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CLAUDE NO 2 1968 IS E. OF
 FH1172'THE STATION, 103 FT S. OF CENTER OF HWY., 6 FT S. AND 6 FT W. OF
 FH1172'A FENCE CORNER S.-E.  THE MARK IS FLUSH WITH THE GROUND.
 FH1172'
 FH1172'NO AZIMUTH MARK SET.
 FH1172'
 FH1172'REFERENCE AZIMUTH USED -- BEGGS MWT
 FH1172'
 FH1172'BEGGS MWT IS LOCATED ABOUT 0.05 MI N. OF STATE HWY. 16, 154 FT
 FH1172'S. AND 356 FT E. OF THE INTERSECTION OF MAIN STREET AND MUSKOGEE
 FH1172'STREET IN W. EDGE OF BEGGS.  BUILT IN 1922, T. 15 N., R. 12 E.,
 FH1172'NEAR THE E. SIXTEENTH CORNER BETWEEN SECS. 30 AND 31.
 FH1172
 FH1172                          STATION RECOVERY (2008)
 FH1172
 FH1172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (BIW)
 FH1172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0878 ***********************************************************************
 GG0878  DESIGNATION -  CLAUDE
 GG0878  PID         -  GG0878
 GG0878  STATE/COUNTY-  OK/WASHINGTON
 GG0878  COUNTRY     -  US
 GG0878  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0878
 GG0878                         *CURRENT SURVEY CONTROL
 GG0878  ______________________________________________________________________
 GG0878* NAD 83(1997) POSITION- 36 41 05.26780(N) 095 56 07.85469(W)   ADJUSTED
 GG0878* NAVD 88 ORTHO HEIGHT -   227.7   (meters)      747.    (feet) VERTCON3
 GG0878  ______________________________________________________________________
 GG0878  GEOID HEIGHT    -        -29.121 (meters)                     GEOID18
 GG0878  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 GG0878  HORZ ORDER      -  SECOND
 GG0878
 GG0878.The horizontal coordinates were established by classical geodetic methods
 GG0878.and adjusted by the National Geodetic Survey in October 1998.
 GG0878
 GG0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0878
 GG0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0878.GEOID18 height accuracy estimate available here.
 GG0878
 GG0878.Click photographs - Photos may exist for this station.
 GG0878
 GG0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0878
 GG0878. The following values were computed from the NAD 83(1997) position.
 GG0878
 GG0878;                    North         East     Units Scale Factor Converg.
 GG0878;SPC OK N     -   188,899.662   784,502.519   MT  0.99998609   +1 13 06.1
 GG0878;SPC OK N     -   619,748.31  2,573,822.01   sFT  0.99998609   +1 13 06.1
 GG0878;UTM  15      - 4,063,923.005   237,702.099   MT  1.00044770   -1 45 17.0
 GG0878;UTM  14      - 4,064,283.906   773,824.861   MT  1.00052386   +1 49 54.8
 GG0878
 GG0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0878!SPC OK N     -   0.99996883  x   0.99998609  =   0.99995492
 GG0878!UTM  15      -   0.99996883  x   1.00044770  =   1.00041652
 GG0878!UTM  14      -   0.99996883  x   1.00052386  =   1.00049268
 GG0878
 GG0878:                Primary Azimuth Mark                     Grid Az
 GG0878:SPC OK N     -  BARTLESVILLE MUN WATER TK                321 41 38.7
 GG0878:UTM  15      -  BARTLESVILLE MUN WATER TK                324 40 01.8
 GG0878:UTM  14      -  BARTLESVILLE MUN WATER TK                321 04 50.0
 GG0878
 GG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3770263923(NAD 83)
 GG0878
 GG0878|---------------------------------------------------------------------|
 GG0878| PID    Reference Object                     Distance      Geod. Az  |
 GG0878|                                                           dddmmss.s |
 GG0878| AE6995 CLAUDE RM 2                          10.923 METERS 16232     |
 GG0878| AE6994 CLAUDE RM 1                          10.335 METERS 31517     |
 GG0878| CI1059 BARTLESVILLE MUN WATER TK                          3225444.8 |
 GG0878|---------------------------------------------------------------------|
 GG0878
 GG0878                          SUPERSEDED SURVEY CONTROL
 GG0878
 GG0878  NAD 83(1993)-  36 41 05.26903(N)    095 56 07.85661(W) AD(       ) 2
 GG0878  NAD 83(1986)-  36 41 05.29293(N)    095 56 07.83688(W) AD(       ) 2
 GG0878  NAD 27      -  36 41 04.96910(N)    095 56 06.89337(W) AD(       ) 2
 GG0878  NGVD 29 (07/19/86)  227.6    (m)          747.     (f) VERT ANG       
 GG0878
 GG0878.Superseded values are not recommended for survey control.
 GG0878
 GG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0878.See file dsdata.pdf to determine how the superseded data were derived.
 GG0878
 GG0878_MARKER: DD = SURVEY DISK
 GG0878_SETTING: 66 = SET IN ROCK OUTCROP
 GG0878_STAMPING: ET CLAUDE 1968
 GG0878_MARK LOGO: USGS
 GG0878_PROJECTION: FLUSH
 GG0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0878+STABILITY: POSITION/ELEVATION WELL
 GG0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0878+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2010
 GG0878
 GG0878  HISTORY     - Date     Condition        Report By
 GG0878  HISTORY     - 1968     MONUMENTED       USGS
 GG0878  HISTORY     - 20020830 GOOD             INDIV
 GG0878  HISTORY     - 20101213 GOOD             INDIV
 GG0878
 GG0878                          STATION DESCRIPTION
 GG0878
 GG0878'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0878'THE STATION IS LOCATED ABOUT 4.5 MI S. AND 2.3 MI E. OF DOWNTOWN
 GG0878'BARTLESVILLE.  TS. 25 AND 26 N., R. 13 E., NEAR THE COR. OF SECS. 4,
 GG0878'5, 32 AND 33.
 GG0878'
 GG0878'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 75 AND
 GG0878'60, WHERE HWY. 60 TURNS E., NEAR THE SE. CORNER OF BARTLESVILLE,
 GG0878'GO S. ON U.S. HWY. 75 2.9 MI AND STATION ON RIGHT.
 GG0878'
 GG0878'THE STATION MARK IS 377 FT N. AND 108 FT W. OF CENTER OF
 GG0878'CROSSROADS, ON TOP OF SMALL ROCKY HILL.  STANDARD TABLET SET IN
 GG0878'OUTCROPPING BEDROCK, FLUSH WITH GROUND.  STAMPED ET CLAUDE 1968.
 GG0878'
 GG0878'REFERENCE MARK 1 IS NW. OF STATION, 129 FT W. OF CENTER OF
 GG0878'HWY.  STANDARD REFERENCE MARK TABLET SET IN OUTCROPPING BEDROCK,
 GG0878'FLUSH WITH GROUND.  STAMPED CLAUDE NO 1 1968.
 GG0878'
 GG0878'REFERENCE MARK 2 IS SSE. OF STATION, NEAR S. EDGE OF ROCKY HILL,
 GG0878'97 FT W. OF CENTER OF HWY.  STANDARD REFERENCE MARK TABLET SET
 GG0878'IN OUTCROPPING BEDROCK.  FLUSH WITH GROUND.  STAMPED CLAUDE NO 2
 GG0878'1968.
 GG0878'
 GG0878'AZIMUTH MARK IS LOCATED ABOUT 6.0 MI NW. OF STATION, CENTER OF
 GG0878'RED LIGHT ON TOP OF BARTLESVILLE MWT, ABOUT 75 FT NW. OF
 GG0878'BARTLESVILLE TRIANGULATION STATION.
 GG0878
 GG0878                          STATION RECOVERY (2002)
 GG0878
 GG0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0878'RECOVERED IN GOOD CONDITION.
 GG0878
 GG0878                          STATION RECOVERY (2010)
 GG0878
 GG0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (PDH)
 GG0878'DUE TO INTERSECTION IMPROVEMENTS,STATION MARK IS NOW APPROX. 100 FT.
 GG0878'NORTH AND 108 FT. WEST OF CENTER OF CROSSROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0952 ***********************************************************************
 EL0952  DESIGNATION -  CLAY
 EL0952  PID         -  EL0952
 EL0952  STATE/COUNTY-  OK/JEFFERSON
 EL0952  COUNTRY     -  US
 EL0952  USGS QUAD   -  RINGLING NW (2018)
 EL0952
 EL0952                         *CURRENT SURVEY CONTROL
 EL0952  ______________________________________________________________________
 EL0952* NAD 83(1993) POSITION- 34 09 11.28019(N) 097 43 13.82580(W)   ADJUSTED
 EL0952* NAVD 88 ORTHO HEIGHT -   296.06  (+/-2cm)      971.3   (feet) VERTCON3
 EL0952  ______________________________________________________________________
 EL0952  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 EL0952  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 EL0952  HORZ ORDER      -  THIRD
 EL0952  VERT ORDER      -  THIRD ? (See Below)
 EL0952
 EL0952.The horizontal coordinates were established by classical geodetic methods
 EL0952.and adjusted by the National Geodetic Survey in November 1994.
 EL0952
 EL0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0952
 EL0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0952.GEOID18 height accuracy estimate available here.
 EL0952
 EL0952.The vertical order pertains to the NGVD 29 superseded value.
 EL0952
 EL0952.Click photographs - Photos may exist for this station.
 EL0952
 EL0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0952
 EL0952. The following values were computed from the NAD 83(1993) position.
 EL0952
 EL0952;                    North         East     Units Scale Factor Converg.
 EL0952;SPC OK S     -    90,970.728   625,773.500   MT  0.99996406   +0 09 31.1
 EL0952;SPC OK S     -   298,459.80  2,053,058.56   sFT  0.99996406   +0 09 31.1
 EL0952;UTM  14      - 3,779,874.755   617,949.594   MT  0.99977149   +0 43 06.2
 EL0952
 EL0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0952!SPC OK S     -   0.99995755  x   0.99996406  =   0.99992161
 EL0952!UTM  14      -   0.99995755  x   0.99977149  =   0.99972905
 EL0952
 EL0952:                Primary Azimuth Mark                     Grid Az
 EL0952:SPC OK S     -  CLAY AZ MK                               026 51 42.8
 EL0952:UTM  14      -  CLAY AZ MK                               026 18 07.7
 EL0952
 EL0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1794979874(NAD 83)
 EL0952
 EL0952|---------------------------------------------------------------------|
 EL0952| PID    Reference Object                     Distance      Geod. Az  |
 EL0952|                                                           dddmmss.s |
 EL0952| CX9241 CLAY AZ MK                                         0270113.9 |
 EL0952| CX9242 CLAY RM 1                            36.905 METERS 05644     |
 EL0952| EL0941 RINGLING MUNICIPAL TANK             APPROX.11.9 KM 0755420.9 |
 EL0952| CX9243 CLAY RM 2                            32.141 METERS 11038     |
 EL0952|---------------------------------------------------------------------|
 EL0952
 EL0952                          SUPERSEDED SURVEY CONTROL
 EL0952
 EL0952  NAD 83(1986)-  34 09 11.28400(N)    097 43 13.81533(W) AD(       ) 3
 EL0952  NAD 27      -  34 09 10.94830(N)    097 43 12.71070(W) AD(       ) 3
 EL0952  NGVD 29             295.98   (m)          971.1    (f) LEVELING    3  
 EL0952
 EL0952.Superseded values are not recommended for survey control.
 EL0952
 EL0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0952.See file dsdata.pdf to determine how the superseded data were derived.
 EL0952
 EL0952_MARKER: DS = TRIANGULATION STATION DISK
 EL0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0952_STAMPING: CLAY 1954
 EL0952_MARK LOGO: CGS
 EL0952_PROJECTION: FLUSH
 EL0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0952+STABILITY: SURFACE MOTION
 EL0952
 EL0952  HISTORY     - Date     Condition        Report By
 EL0952  HISTORY     - 1954     MONUMENTED       CGS
 EL0952  HISTORY     - 1963     GOOD             CGS
 EL0952
 EL0952                          STATION DESCRIPTION
 EL0952
 EL0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0952'STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED RIDGE
 EL0952'WHICH LIES IN A NORTH-SOUTH DIRECTION, ABOUT 2 MILES EAST
 EL0952'OF THE VILLAGE OF CLAYPOOL, 7 MILES WEST AND 1 MILE SOUTH
 EL0952'OF RINGLING AND 0.3 MILE SOUTH OF U.S. HIGHWAY 70.
 EL0952'
 EL0952'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 70 AND STATE
 EL0952'HIGHWAY 89 AT THE SOUTH EDGE OF RINGLING DRIVE WEST ON U.S.
 EL0952'HIGHWAY 70 FOR 7.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EL0952'WEST FOR 0.05 MILE TO A T-ROAD LEFT.  TURN LEFT AND DRIVE
 EL0952'SOUTH ON BLADED ROAD FOR 0.3 MILE TO THE STATION ON THE
 EL0952'RIGHT, ABOUT 50 PACES WEST OF THE WEST RIGHT-OF-WAY FENCE.
 EL0952'
 EL0952'SURFACE-STATION MARK IS A STANDARD DISK, STAMPED CLAY 1954,
 EL0952'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 EL0952'SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.
 EL0952'
 EL0952'UNDERGROUND-STATION MARK IS A STANDARD DISK, STAMPED CLAY
 EL0952'1954, SET IN THE TOP OF A MASS OF CONCRETE ABOUT 6 INCHES
 EL0952'IN DIAMETER AND SET 36 INCHES BELOW THE SURFACE OF THE GROUND.
 EL0952'
 EL0952'REFERENCE MARK 1, A STANDARD DISK STAMPED CLAY NO 1 1954,
 EL0952'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 EL0952'SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 EL0952'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK AND 68
 EL0952'FEET WEST NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 EL0952'
 EL0952'REFERENCE MARK 2, A STANDARD DISK STAMPED CLAY NO 2 1954,
 EL0952'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 EL0952'SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT
 EL0952'3 FEET LOWER IN ELEVATION THAN THE STATION MARK AND 65 FEET
 EL0952'WEST NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 EL0952'
 EL0952'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAY 1954, SET IN
 EL0952'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE
 EL0952'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 EL0952'IS SET IN THE NORTH RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 70,
 EL0952'60 FEET NORTH OF CENTERLINE OF HIGHWAY, 2.0 FEET WEST OF A
 EL0952'WHITE WITNESS POST AND 32 FEET WEST NORTHWEST OF POWERLINE
 EL0952'POLE NUMBER H G S C 45 356.
 EL0952
 EL0952                          STATION RECOVERY (1963)
 EL0952
 EL0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0952'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND
 EL0952'IN GOOD CONDITION.  STATION IS IN THE NE 1/4 OF SEC. 4, T. 5 S.,
 EL0952'R. 5 W.
 EL0952'
 EL0952'STATION MARK IS 188.5 FEET WEST FROM THE CENTER OF THE NORTH-SOUTH
 EL0952'SECTION LINE ROAD, 163.5 FEET WEST OF THE NORTH-SOUTH FENCE
 EL0952'LINE AND ABOUT DUE WEST FROM A POINT 10 FEET SOUTH OF THE
 EL0952'THIRD POWER LINE POLE NORTH OF A FARMHOUSE.
 EL0952'
 EL0952'R.M. NO. 1 IS 62.0 FEET WEST FROM THE FIRST FENCE POST SOUTH
 EL0952'OF BRACE POST IN THE NORTH-SOUTH FENCE LINE.
 EL0952'
 EL0952'R.M. NO. 2 IS 63.5 FEET WEST FROM THE 11TH POST SOUTH OF THE
 EL0952'BRACE POST IN THE NORTH-SOUTH FENCE LINE.
 EL0952'
 EL0952'AZIMUTH MARK IS 0.15 MILE EAST OF THE T-ROAD INSTEAD OF 0.05
 EL0952'MILE AS STATED IN DESCRIPTION.
 EL0952'
 EL0952'THE DESCRIPTION TO REACH WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0724 ***********************************************************************
 EL0724  DESIGNATION -  CLEAR
 EL0724  PID         -  EL0724
 EL0724  STATE/COUNTY-  OK/ATOKA
 EL0724  COUNTRY     -  US
 EL0724  USGS QUAD   -  TUSHKA (2019)
 EL0724
 EL0724                         *CURRENT SURVEY CONTROL
 EL0724  ______________________________________________________________________
 EL0724* NAD 83(1993) POSITION- 34 16 24.75873(N) 096 12 14.20384(W)   ADJUSTED
 EL0724* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 EL0724  ______________________________________________________________________
 EL0724  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 EL0724  LAPLACE CORR    -         -8.94  (seconds)                    DEFLEC18
 EL0724  HORZ ORDER      -  SECOND
 EL0724
 EL0724.The horizontal coordinates were established by classical geodetic methods
 EL0724.and adjusted by the National Geodetic Survey in November 1994.
 EL0724
 EL0724.The orthometric height was scaled from a topographic map.
 EL0724
 EL0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0724.GEOID18 height accuracy estimate available here.
 EL0724
 EL0724.Click photographs - Photos may exist for this station.
 EL0724
 EL0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0724
 EL0724. The following values were computed from the NAD 83(1993) position.
 EL0724
 EL0724;                    North         East     Units Scale Factor Converg.
 EL0724;SPC OK S     -   105,762.507   765,377.444   MT  0.99995055   +1 01 10.1
 EL0724;SPC OK S     -   346,989.16  2,511,075.83   sFT  0.99995055   +1 01 10.1
 EL0724;UTM  14      - 3,796,025.475   757,416.621   MT  1.00041688   +1 34 31.6
 EL0724
 EL0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0724!SPC OK S     -   0.99997603  x   0.99995055  =   0.99992658
 EL0724!UTM  14      -   0.99997603  x   1.00041688  =   1.00039290
 EL0724
 EL0724:                Primary Azimuth Mark                     Grid Az
 EL0724:SPC OK S     -  CLEAR AZ MK                              026 35 10.6
 EL0724:UTM  14      -  CLEAR AZ MK                              026 01 49.1
 EL0724
 EL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5741696025(NAD 83)
 EL0724
 EL0724|---------------------------------------------------------------------|
 EL0724| PID    Reference Object                     Distance      Geod. Az  |
 EL0724|                                                           dddmmss.s |
 EL0724| DR5415 CLEAR RM 1                           20.902 METERS 01424     |
 EL0724| DR5417 CLEAR AZ MK                                        0273620.7 |
 EL0724| DR5416 CLEAR RM 2                           35.529 METERS 10216     |
 EL0724|---------------------------------------------------------------------|
 EL0724
 EL0724                          SUPERSEDED SURVEY CONTROL
 EL0724
 EL0724  NAD 83(1986)-  34 16 24.76461(N)    096 12 14.19621(W) AD(       ) 2
 EL0724  NAD 27      -  34 16 24.45060(N)    096 12 13.23530(W) AD(       ) 2
 EL0724
 EL0724.Superseded values are not recommended for survey control.
 EL0724
 EL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0724.See file dsdata.pdf to determine how the superseded data were derived.
 EL0724
 EL0724_MARKER: DS = TRIANGULATION STATION DISK
 EL0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0724_STAMPING: CLEAR 1955
 EL0724_MARK LOGO: CGS
 EL0724_PROJECTION: PROJECTING 5 CENTIMETERS
 EL0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0724+STABILITY: SURFACE MOTION
 EL0724
 EL0724  HISTORY     - Date     Condition        Report By
 EL0724  HISTORY     - 1955     MONUMENTED       CGS
 EL0724
 EL0724                          STATION DESCRIPTION
 EL0724
 EL0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0724'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY
 EL0724'69 AND 75 ON RIGHT OF WAY PROPERTY.  IT IS ABOUT 10 MILES AIRLINE
 EL0724'NORTH-NORTHEAST OF CADDO AND 8-1/2 MILES AIRLINE SOUTH-SOUTHWEST
 EL0724'OF ATOKA.
 EL0724'
 EL0724'TO REACH FROM THE U.S. POST OFFICE IN CADDO, GO EAST 0.05
 EL0724'MILE TO U.S. HIGHWAY 69 AND 75.  TURN LEFT ON THE HIGHWAY
 EL0724'AND GO NORTH-NORTHEAST 10.5 MILES TO THE TOP OF A GRADE AND THE
 EL0724'STATION ON THE LEFT.
 EL0724'
 EL0724'THE STATION MARK IS A STANDARD DISK STAMPED CLEAR 1955, SET
 EL0724'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL0724'2 INCHES.  IT IS 60 YARDS EAST OF A FARM HOUSE, 85 FEET
 EL0724'NORTH-NORTHWEST OF A CONCRETE CULVERT, 50.7 FEET WEST OF THE
 EL0724'CENTER LINE OF U.S. HIGHWAY 69 AND 75, 90 FEET NORTH-NORTHWEST OF
 EL0724'A DIRT CROSS ROAD, AND 14.5 FEET EAST OF A STANDARD WITNESS POST
 EL0724'AND A FENCE LINE.
 EL0724'
 EL0724'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLEAR
 EL0724'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EL0724'THAT PROJECTS 3 INCHES.  IT IS 1 FOOT EAST OF A FENCE LINE,
 EL0724'60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE
 EL0724'SAME ELEVATION AS THE STATION.
 EL0724'
 EL0724'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLEAR
 EL0724'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EL0724'THAT PROJECTS 4 INCHES.  IT IS 60 FEET EAST OF THE CENTER LINE
 EL0724'OF THE HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 45 FEET NORTH
 EL0724'OF A FENCE CORNER AND HIGHWAY RIGHT OF WAY MARKER, AND AT THE
 EL0724'SAME ELEVATION AS THE STATION.
 EL0724'
 EL0724'THE AZIMUTH MARK IS LOCATED AT THE WEST EDGE OF A SMALL CLEARING
 EL0724'ON THE FIRST RISE NORTH OF THE STATION.  THE MARK IS A STANDARD
 EL0724'DISK STAMPED CLEAR 1955, SET IN THE TOP OF A 10-INCH-SQUARE
 EL0724'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 64 FEET EAST OF
 EL0724'THE CENTER LINE OF U.S. HIGHWAY 69 AND 75, 3 FEET SOUTH OF A
 EL0724'STANDARD WITNESS POST, AND 12 FEET EAST OF A CUT BANK.
 EL0724'TO REACH FROM THE STATION, GO NORTH ON U.S. HIGHWAY 69 AND 75
 EL0724'FOR 0.6 MILE TO THE TOP OF A LOW RISE AND THE AZIMUTH MARK ON
 EL0724'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1274 ***********************************************************************
 FJ1274  DESIGNATION -  CLEMATIS
 FJ1274  PID         -  FJ1274
 FJ1274  STATE/COUNTY-  OK/LINCOLN
 FJ1274  COUNTRY     -  US
 FJ1274  USGS QUAD   -  STROUD SOUTH (2018)
 FJ1274
 FJ1274                         *CURRENT SURVEY CONTROL
 FJ1274  ______________________________________________________________________
 FJ1274* NAD 83(1993) POSITION- 35 39 22.25128(N) 096 43 18.94453(W)   ADJUSTED
 FJ1274* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 FJ1274  ______________________________________________________________________
 FJ1274  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FJ1274  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 FJ1274  HORZ ORDER      -  FIRST
 FJ1274
 FJ1274.The horizontal coordinates were established by classical geodetic methods
 FJ1274.and adjusted by the National Geodetic Survey in November 1994.
 FJ1274
 FJ1274.The orthometric height was scaled from a topographic map.
 FJ1274
 FJ1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1274.GEOID18 height accuracy estimate available here.
 FJ1274
 FJ1274.Click photographs - Photos may exist for this station.
 FJ1274
 FJ1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1274
 FJ1274. The following values were computed from the NAD 83(1993) position.
 FJ1274
 FJ1274;                    North         East     Units Scale Factor Converg.
 FJ1274;SPC OK N     -    73,566.953   715,728.625   MT  0.99998496   +0 45 15.3
 FJ1274;SPC OK N     -   241,360.91  2,348,186.33   sFT  0.99998496   +0 45 15.3
 FJ1274;UTM  14      - 3,948,205.507   706,222.182   MT  1.00012409   +1 19 42.2
 FJ1274
 FJ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1274!SPC OK N     -   0.99996091  x   0.99998496  =   0.99994587
 FJ1274!UTM  14      -   0.99996091  x   1.00012409  =   1.00008500
 FJ1274
 FJ1274:                Primary Azimuth Mark                     Grid Az
 FJ1274:SPC OK N     -  CLEMATIS AZ MK 2                         016 44 19.5
 FJ1274:UTM  14      -  CLEMATIS AZ MK 2                         016 09 52.6
 FJ1274
 FJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0622248205(NAD 83)
 FJ1274
 FJ1274|---------------------------------------------------------------------|
 FJ1274| PID    Reference Object                     Distance      Geod. Az  |
 FJ1274|                                                           dddmmss.s |
 FJ1274| CI1470 CLEMATIS RM 1                        36.082 METERS 01003     |
 FJ1274| CI1469 CLEMATIS AZ MK 2                                   0172934.8 |
 FJ1274| FJ1262 STROUD MUNICIPAL STANDPIPE          APPROX.11.9 KM 0261516.4 |
 FJ1274| FJ1276 STROUD MUNICIPAL TANK               APPROX.11.8 KM 0303743.6 |
 FJ1274| FJ1273 STROUD ELLSWORTH RADIO              APPROX.12.1 KM 0343234.9 |
 FJ1274| FJ1260 DEPEW MUNICIPAL TANK                APPROX.25.4 KM 0495029.5 |
 FJ1274| FJ1275 SAC AND FOX WOODEN TANK             APPROX. 6.1 KM 0722515.4 |
 FJ1274| CI1471 CLEMATIS RM 2                        43.907 METERS 13314     |
 FJ1274| FJ1270 PRAGUE OG AND E RAD MAST            APPROX.16.3 KM 1675328.9 |
 FJ1274| FJ1200 PRAGUE MUNICIPAL TANK               APPROX.19.6 KM 1691211.1 |
 FJ1274| EL0860 SINCLAIR CONTL OIL MICROWAVE                       2052155.9 |
 FJ1274| FJ1277 DAVENPORT MUNICIPAL TANK            APPROX. 7.0 KM 3250442.7 |
 FJ1274| FJ1303 AMARILLO ST LOUIS AWY BCN 28        APPROX.16.0 KM 3305612.3 |
 FJ1274| CI1468 CLEMATIS AZ MK                                     3574006.2 |
 FJ1274|---------------------------------------------------------------------|
 FJ1274
 FJ1274                          SUPERSEDED SURVEY CONTROL
 FJ1274
 FJ1274  NAD 83(1986)-  35 39 22.25958(N)    096 43 18.92343(W) AD(       ) 1
 FJ1274  NAD 27      -  35 39 22.01392(N)    096 43 17.85109(W) AD(       ) 1
 FJ1274
 FJ1274.Superseded values are not recommended for survey control.
 FJ1274
 FJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1274.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1274
 FJ1274_MARKER: DS = TRIANGULATION STATION DISK
 FJ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1274_STAMPING: CLEMATIS 1935
 FJ1274_MARK LOGO: CGS
 FJ1274_PROJECTION: PROJECTING
 FJ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1274+STABILITY: SURFACE MOTION
 FJ1274
 FJ1274  HISTORY     - Date     Condition        Report By
 FJ1274  HISTORY     - 1935     MONUMENTED       CGS
 FJ1274  HISTORY     - 1954     GOOD             CGS
 FJ1274  HISTORY     - 1957     GOOD             CGS
 FJ1274
 FJ1274                          STATION DESCRIPTION
 FJ1274
 FJ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1274'STATION IS ABOUT 3.5 MILES WEST AND 0.5 MILE SOUTH OF THE
 FJ1274'SAC AND FOX AGENCY, AND ABOUT 1 MILE SOUTHEAST OF CLEMATIS,
 FJ1274'ON A HIGH ROCKY TIMBERED RIDGE IN THE NORTHWEST QUARTER
 FJ1274'OF THE SOUTHWEST QUARTER OF SECTION 25, T. 14 N., R. 5 E.,
 FJ1274'ON THE PROPERTY OWNED BY ALLAN BROWN OF STROUD.  STATION
 FJ1274'IS 50 FEET EAST OF AN OLD WELL PIPE EXTENDING 2 FEET ABOVE
 FJ1274'THE GROUND WHICH IS ABOUT 0.1 MILE EAST OF A ROAD RUNNING
 FJ1274'NORTH-AND-SOUTH THROUGH THE MIDDLE OF THIS SECTION AND WHICH
 FJ1274'IS 0.15 MILE SOUTH OF THE EAST-AND-WEST ROAD ACROSS THE
 FJ1274'MIDDLE OF THE SECTION.
 FJ1274'
 FJ1274'REACHED FROM THE INTERSECTION OF SECTION-LINE ROAD AND STATE
 FJ1274'HIGHWAY 48 IN SAC AND FOX AGENCY, GO WEST ON SECTION-LINE
 FJ1274'ROAD 3.0 MILES TO CROSSROADS, THEN TURN LEFT AND GO SOUTH
 FJ1274'ON A DIRT ROAD 0.4 MILE TO A PRAIRIE ROAD WINDING WESTWARD
 FJ1274'ACROSS PRAIRIE, TURN RIGHT AND GO WEST 0.6 MILE TO A ROAD
 FJ1274'LEADING SOUTH, TURN LEFT AND GO 0.1 MILE TO AN OLD ABANDONED
 FJ1274'WAGON TRAIL ON LEFT.  TAKE FENCE DOWN AND FOLLOW THIS TRAIL
 FJ1274'EAST AND A LITTLE NORTH TO TOP OF HILL, THEN TURN RIGHT AND
 FJ1274'GO 0.05 MILE TO A LITTLE CUT IN HILL, GO SOUTHEAST THROUGH
 FJ1274'THIS CUT AND FOLLOW OLD TRAIL UP TO TOP OF PLATEAU AND
 FJ1274'STATION.
 FJ1274'
 FJ1274'REFERENCE MARK NO. 1 IS 118.38 FEET (36.082 METERS) NORTH OF
 FJ1274'STATION, SET IN BEDROCK.
 FJ1274'
 FJ1274'REFERENCE MARK NO. 2 IS 144.03 FEET (43.900 METERS) EAST OF
 FJ1274'STATION, SET IN BEDROCK.
 FJ1274'
 FJ1274'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING OLD WAGON
 FJ1274'ROAD WEST TO SECTION-LINE ROAD, TURN RIGHT (NORTH) AND GO
 FJ1274'0.1 MILE TO CROSSROADS, TURN RIGHT (EAST) AND GO 0.25 MILE
 FJ1274'TO MARK ON LEFT OF ROAD.
 FJ1274'
 FJ1274'REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED.
 FJ1274'
 FJ1274'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1274
 FJ1274                          STATION RECOVERY (1954)
 FJ1274
 FJ1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1274'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FJ1274'IN GOOD CONDITION.
 FJ1274'
 FJ1274'THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO HAVE
 FJ1274'BEEN DESTROYED.
 FJ1274'
 FJ1274'A NEW AZIMUTH MARK WAS ESTABLISHED AND A NEW DESCRIPTION
 FJ1274'FOLLOWS-
 FJ1274'
 FJ1274'THE STATION IS ABOUT 4 MILES SOUTHEAST OF DAVENPORT, 3-1/2
 FJ1274'MILES WEST-SOUTHWEST OF THE OLD SAC AND FOX INDIAN AGENCY,
 FJ1274'NEAR THE SOUTH END OF A SPARSELY WOODED RIDGE, IN THE NORTHWEST
 FJ1274'CORNER OF THE SE 1/4 OF SEC. 25, T. 14 N., R. 5 E., ON THE
 FJ1274'PROPERTY OF MR. ALLEN BROWN.
 FJ1274'
 FJ1274'TO REACH FROM THE RAILROAD DEPOT IN DAVENPORT, GO NORTH
 FJ1274'1 BLOCK TO A STREET INTERSECTION, TURN RIGHT AND GO EAST
 FJ1274'0.2 MILE TO A SHARP CURVE RIGHT, TURN RIGHT AND GO ON THE
 FJ1274'MAIN ROAD SOUTH AND EAST FOR 2.1 MILES TO A CROSSROAD, TURN
 FJ1274'RIGHT, GO SOUTH FOR 2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 FJ1274'GO EAST FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 FJ1274'SOUTH FOR 0.05 MILE TO THE NORTHWEST END OF A RIDGE, TURN
 FJ1274'LEFT AND FOLLOW A TRACK ROAD SOUTHEASTERLY FOR 0.25 MILE
 FJ1274'TO THE SOUTHEAST END OF THE RIDGE AND THE STATION SITE.
 FJ1274'
 FJ1274'THE STATION MARK IS NEAR THE HIGHEST POINT OF
 FJ1274'THE RIDGE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FJ1274'CLEMATIS 1935.
 FJ1274'
 FJ1274'REFERENCE MARK NO. 1, NORTH OF THE STATION IS
 FJ1274'LEVEL WITH THE GROUND SURFACE AND THE DISK IS STAMPED CLEMATIS
 FJ1274'NO 1 1935.
 FJ1274'
 FJ1274'REFERENCE MARK NO. 2, SOUTHEAST OF AND 2 FEET
 FJ1274'LOWER THAN THE STATION, IS NEAR THE SOUTHEAST END OF THE
 FJ1274'RIDGE AND THE DISK IS STAMPED CLEMATIS NO 2 1935.
 FJ1274'
 FJ1274'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTHEAST OF THE
 FJ1274'STATION, 30 FEET NORTH OF THE CENTER OF A DIRT ROAD, 4 FEET
 FJ1274'NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A WHITE POST,
 FJ1274'PROJECTS 4 INCHES AND THE DISK IS STAMPED CLEMATIS RESET
 FJ1274'1935 195A.
 FJ1274
 FJ1274                          STATION RECOVERY (1957)
 FJ1274
 FJ1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1274'THE STATION AND ALL THE MARKS WERE RECOVERED AS PREVIOUSLY
 FJ1274'DESCRIBED BY IRA T. SANDERS IN 1954 AND WERE FOUND TO BE
 FJ1274'IN GOOD CONDITION.
 FJ1274'
 FJ1274'HEIGHT OF LIGHT- 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0570 ***********************************************************************
 GJ0570  DESIGNATION -  CLEO
 GJ0570  PID         -  GJ0570
 GJ0570  STATE/COUNTY-  OK/MAJOR
 GJ0570  COUNTRY     -  US
 GJ0570  USGS QUAD   -  CLEO SPRINGS (2018)
 GJ0570
 GJ0570                         *CURRENT SURVEY CONTROL
 GJ0570  ______________________________________________________________________
 GJ0570* NAD 83(1993) POSITION- 36 24 18.44221(N) 098 25 47.63321(W)   ADJUSTED
 GJ0570* NAVD 88 ORTHO HEIGHT -   395.    (meters)     1296.    (feet) SCALED
 GJ0570  ______________________________________________________________________
 GJ0570  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 GJ0570  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 GJ0570  HORZ ORDER      -  THIRD
 GJ0570
 GJ0570.The horizontal coordinates were established by classical geodetic methods
 GJ0570.and adjusted by the National Geodetic Survey in November 1994.
 GJ0570
 GJ0570.The orthometric height was scaled from a topographic map.
 GJ0570
 GJ0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0570.GEOID18 height accuracy estimate available here.
 GJ0570
 GJ0570.Click photographs - Photos may exist for this station.
 GJ0570
 GJ0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0570
 GJ0570. The following values were computed from the NAD 83(1993) position.
 GJ0570
 GJ0570;                    North         East     Units Scale Factor Converg.
 GJ0570;SPC OK N     -   155,989.143   561,439.920   MT  0.99995398   -0 15 13.3
 GJ0570;SPC OK N     -   511,774.38  1,841,990.80   sFT  0.99995398   -0 15 13.3
 GJ0570;UTM  14      - 4,029,034.958   551,118.094   MT  0.99963219   +0 20 18.1
 GJ0570
 GJ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0570!SPC OK N     -   0.99994233  x   0.99995398  =   0.99989631
 GJ0570!UTM  14      -   0.99994233  x   0.99963219  =   0.99957454
 GJ0570
 GJ0570:                Primary Azimuth Mark                     Grid Az
 GJ0570:SPC OK N     -  CLEO AZ MK                               145 54 32.2
 GJ0570:UTM  14      -  CLEO AZ MK                               145 19 00.8
 GJ0570
 GJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5111829034(NAD 83)
 GJ0570
 GJ0570|---------------------------------------------------------------------|
 GJ0570| PID    Reference Object                     Distance      Geod. Az  |
 GJ0570|                                                           dddmmss.s |
 GJ0570| CK8361 CLEO RM 1                            12.402 METERS 09221     |
 GJ0570| CK8360 CLEO AZ MK                                         1453918.9 |
 GJ0570| CK8362 CLEO RM 2                            11.290 METERS 26854     |
 GJ0570|---------------------------------------------------------------------|
 GJ0570
 GJ0570                          SUPERSEDED SURVEY CONTROL
 GJ0570
 GJ0570  NAD 83(1986)-  36 24 18.44682(N)    098 25 47.62023(W) AD(       ) 3
 GJ0570  NAD 27      -  36 24 18.32480(N)    098 25 46.34382(W) AD(       ) 3
 GJ0570
 GJ0570.Superseded values are not recommended for survey control.
 GJ0570
 GJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0570.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0570
 GJ0570_MARKER: DS = TRIANGULATION STATION DISK
 GJ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0570_STAMPING: CLEO 1951
 GJ0570_MARK LOGO: CGS
 GJ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0570+STABILITY: SURFACE MOTION
 GJ0570
 GJ0570  HISTORY     - Date     Condition        Report By
 GJ0570  HISTORY     - 1951     MONUMENTED       CGS
 GJ0570
 GJ0570                          STATION DESCRIPTION
 GJ0570
 GJ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0570'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF CLEO SPRINGS, 26 FEET
 GJ0570'SOUTH OF THE CENTER OF SAND ROAD, 6 FEET NORTHEAST OF A WITNESS
 GJ0570'POST, AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3
 GJ0570'INCHES AND IS STAMPED CLEO 1951.
 GJ0570'
 GJ0570'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF SAND ROAD,
 GJ0570'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES
 GJ0570'AND IS STAMPED CLEO NO 1 1951.
 GJ0570'
 GJ0570'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER OF SAND ROAD,
 GJ0570'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES
 GJ0570'AND IS STAMPED CLEO NO 2 1951.
 GJ0570'
 GJ0570'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF SAND ROAD, 4 FEET
 GJ0570'NORTHEAST OF A POWER LINE POLE, AND 1.5 FEET NORTH OF A WITNESS
 GJ0570'POST.  IT PROJECTS 6 INCHES AND IS STAMPED CLEO 1951.
 GJ0570'
 GJ0570'TO REACH THE STATION FROM THE POST OFFICE IN CLEO SPRINGS, GO EAST
 GJ0570'FOR 0.1 MILE, TURN RIGHT SOUTH ON STATE HIGHWAY AND GO 0.1 MILE TO
 GJ0570'CROSSROADS OR STREET INTERSECTION, TURN LEFT AND GO EAST FOR 0.6
 GJ0570'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 GJ0570'
 GJ0570'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON SAND ROAD FOR
 GJ0570'0.2 MILE TO CROSSROADS TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE
 GJ0570'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0770 ***********************************************************************
 EL0770  DESIGNATION -  CLIFF
 EL0770  PID         -  EL0770
 EL0770  STATE/COUNTY-  OK/MARSHALL
 EL0770  COUNTRY     -  US
 EL0770  USGS QUAD   -  KINGSTON NORTH (2018)
 EL0770
 EL0770                         *CURRENT SURVEY CONTROL
 EL0770  ______________________________________________________________________
 EL0770* NAD 83(1993) POSITION- 34 00 36.55354(N) 096 43 30.78638(W)   ADJUSTED
 EL0770* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 EL0770  ______________________________________________________________________
 EL0770  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 EL0770  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 EL0770  HORZ ORDER      -  FIRST
 EL0770
 EL0770.The horizontal coordinates were established by classical geodetic methods
 EL0770.and adjusted by the National Geodetic Survey in November 1994.
 EL0770
 EL0770.The orthometric height was scaled from a topographic map.
 EL0770
 EL0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0770.GEOID18 height accuracy estimate available here.
 EL0770
 EL0770.Click photographs - Photos may exist for this station.
 EL0770
 EL0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0770
 EL0770. The following values were computed from the NAD 83(1993) position.
 EL0770
 EL0770;                    North         East     Units Scale Factor Converg.
 EL0770;SPC OK S     -    75,819.151   717,751.603   MT  0.99998579   +0 43 24.9
 EL0770;SPC OK S     -   248,750.00  2,354,823.38   sFT  0.99998579   +0 43 24.9
 EL0770;SPC TXNC     - 2,261,268.073   763,937.541   MT  1.00001242   +0 58 04.6
 EL0770;SPC TXNC     - 7,418,843.67  2,506,351.75   sFT  1.00001242   +0 58 04.6
 EL0770;UTM  14      - 3,765,615.036   710,066.970   MT  1.00014401   +1 16 22.2
 EL0770
 EL0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0770!SPC OK S     -   0.99996143  x   0.99998579  =   0.99994722
 EL0770!SPC TXNC     -   0.99996143  x   1.00001242  =   0.99997385
 EL0770!UTM  14      -   0.99996143  x   1.00014401  =   1.00010544
 EL0770
 EL0770:                Primary Azimuth Mark                     Grid Az
 EL0770:SPC OK S     -  CLIFF AZ MK                              354 27 57.1
 EL0770:SPC TXNC     -  CLIFF AZ MK                              354 13 17.4
 EL0770:UTM  14      -  CLIFF AZ MK                              353 54 59.8
 EL0770
 EL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1006665615(NAD 83)
 EL0770
 EL0770|---------------------------------------------------------------------|
 EL0770| PID    Reference Object                     Distance      Geod. Az  |
 EL0770|                                                           dddmmss.s |
 EL0770| CX9254 CLIFF RM 1                           10.890 METERS 05422     |
 EL0770| CX9255 CLIFF RM 2                           10.520 METERS 14031     |
 EL0770| EL0776 MADILL WEST MUNICIPAL TANK          APPROX.10.4 KM 3270023.2 |
 EL0770| EL0777 MADILL EAST MUNICIPAL TANK          APPROX.10.1 KM 3344059.4 |
 EL0770| CX9253 CLIFF AZ MK                                        3551122.0 |
 EL0770|---------------------------------------------------------------------|
 EL0770
 EL0770                          SUPERSEDED SURVEY CONTROL
 EL0770
 EL0770  NAD 83(1986)-  34 00 36.55918(N)    096 43 30.77828(W) AD(       ) 1
 EL0770  NAD 27      -  34 00 36.20310(N)    096 43 29.78000(W) AD(       ) 1
 EL0770
 EL0770.Superseded values are not recommended for survey control.
 EL0770
 EL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0770.See file dsdata.pdf to determine how the superseded data were derived.
 EL0770
 EL0770_MARKER: B = BOLT
 EL0770_SETTING: 80 = SET IN A BOULDER
 EL0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0770+STABILITY: SURFACE MOTION
 EL0770
 EL0770  HISTORY     - Date     Condition        Report By
 EL0770  HISTORY     - 1954     MONUMENTED       USGS
 EL0770  HISTORY     - 1957     GOOD             CGS
 EL0770  HISTORY     - 19960803 POOR             USPSQD
 EL0770
 EL0770                          STATION DESCRIPTION
 EL0770
 EL0770'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RAG)
 EL0770'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF MADILL
 EL0770'AND ABOUT 1.0 MILE NORTH-NORTHWEST OF KINGSTON ON A HIGH
 EL0770'POINT, 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 EL0770'HOUSE AND 30 FEET WEST OF A T FENCE CORNER.  IT IS A 1 INCH
 EL0770'COPPER BOLT SET IN A DRILL HOLE IN A SMALL BOULDER THAT
 EL0770'PROJECTS 3 INCHES AND IT IS STAMPED USGS.
 EL0770'
 EL0770'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE T FENCE CORNER
 EL0770'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 EL0770'CLIFF USGS NO 1 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0770'
 EL0770'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE T FENCE CORNER
 EL0770'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 EL0770'CLIFF USGS NO 2 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0770'
 EL0770'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 48.0 FEET.
 EL0770'
 EL0770'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 45 FEET WEST
 EL0770'OF THE CENTER OF U.S. HIGHWAY 70, 15 FEET SOUTH OF THE CENTER
 EL0770'OF A DRIVEWAY INTO FARMYARD, 2 FEET EAST OF A NORTH-SOUTH
 EL0770'FENCE LINE AND 2 FEET SOUTH OF THE SOUTH END OF A WIRE GATE
 EL0770'AND WITNESS POST.  IT IS STAMPED CLIFF USGS 1954 AND IS FLUSH
 EL0770'WITH THE GROUND SURFACE.
 EL0770'
 EL0770'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST SOUTHWEST
 EL0770'OF THE POST OFFICE IN KINGSTON, GO NORTHWEST AND NORTH ON
 EL0770'U.S. HIGHWAY 70 FOR 1.0 MILE TO A DRIVEWAY INTO FARMYARD
 EL0770'ON RIGHT, (CONTINUE NORTH FOR 0.8 MILE TO THE AZIMUTH MARK
 EL0770'ON LEFT AS DESCRIBED.) TURN RIGHT INTO FARMYARD AND GO EAST
 EL0770'FOR 0.05 MILE TO STATION JUST NORTHWEST OF HOUSE AS DESCRIBED.
 EL0770'
 EL0770'STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
 EL0770
 EL0770                          STATION RECOVERY (1957)
 EL0770
 EL0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 EL0770'STATION, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EL0770'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 EL0770'TO STATION SITE ARE CORRECT.
 EL0770
 EL0770                          STATION RECOVERY (1996)
 EL0770
 EL0770'RECOVERY NOTE BY US POWER SQUADRON 1996
 EL0770'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0617 ***********************************************************************
 FK0617  DESIGNATION -  CLINPORT
 FK0617  PID         -  FK0617
 FK0617  STATE/COUNTY-  OK/CUSTER
 FK0617  COUNTRY     -  US
 FK0617  USGS QUAD   -  CLINTON (2018)
 FK0617
 FK0617                         *CURRENT SURVEY CONTROL
 FK0617  ______________________________________________________________________
 FK0617* NAD 83(1993) POSITION- 35 31 59.30182(N) 098 55 57.07589(W)   ADJUSTED
 FK0617* NAD 83(1993) ELLIP HT-   459.001 (meters)        (11/28/94)   ADJUSTED
 FK0617* NAVD 88 ORTHO HEIGHT -   486.3   (meters)     1595.    (feet) VERTCON3
 FK0617  ______________________________________________________________________
 FK0617  GEOID HEIGHT    -        -27.238 (meters)                     GEOID18
 FK0617  NAD 83(1993) X  -   -806,889.506 (meters)                     COMP
 FK0617  NAD 83(1993) Y  - -5,133,623.215 (meters)                     COMP
 FK0617  NAD 83(1993) Z  -  3,686,427.475 (meters)                     COMP
 FK0617  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC18
 FK0617  HORZ ORDER      -  SECOND
 FK0617  ELLP ORDER      -  FIFTH     CLASS I
 FK0617
 FK0617.This mark is at Clinton Airport (CLK)
 FK0617
 FK0617.The horizontal coordinates were established by GPS observations
 FK0617.and adjusted by the National Geodetic Survey in November 1994.
 FK0617
 FK0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0617
 FK0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0617.GEOID18 height accuracy estimate available here.
 FK0617
 FK0617.Click photographs - Photos may exist for this station.
 FK0617
 FK0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0617
 FK0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0617
 FK0617.The ellipsoidal height was determined by GPS observations
 FK0617.and is referenced to NAD 83.
 FK0617
 FK0617. The following values were computed from the NAD 83(1993) position.
 FK0617
 FK0617;                    North         East     Units Scale Factor Converg.
 FK0617;SPC OK N     -    59,559.789   515,428.466   MT  1.00000625   -0 33 01.2
 FK0617;SPC OK N     -   195,405.74  1,691,034.89   sFT  1.00000625   -0 33 01.2
 FK0617;UTM  14      - 3,932,170.897   506,117.358   MT  0.99960046   +0 02 21.2
 FK0617
 FK0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0617!SPC OK N     -   0.99992796  x   1.00000625  =   0.99993421
 FK0617!UTM  14      -   0.99992796  x   0.99960046  =   0.99952845
 FK0617
 FK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0611732170(NAD 83)
 FK0617
 FK0617                          SUPERSEDED SURVEY CONTROL
 FK0617
 FK0617  NAD 83(1986)-  35 31 59.30712(N)    098 55 57.06368(W) AD(       ) 2
 FK0617  NGVD 29 (11/30/89)  486.1    (m)  RAPSU86  model used  GPS OBS        
 FK0617
 FK0617.Superseded values are not recommended for survey control.
 FK0617
 FK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0617.See file dsdata.pdf to determine how the superseded data were derived.
 FK0617
 FK0617_MARKER: I = METAL ROD
 FK0617_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0617_STAMPING: CLINPORT 1989
 FK0617_MARK LOGO: NGS
 FK0617_PROJECTION: FLUSH
 FK0617_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0617+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 FK0617_ROD/PIPE-DEPTH: 3.4 meters
 FK0617_SLEEVE-DEPTH  : 1.0 meters
 FK0617
 FK0617  HISTORY     - Date     Condition        Report By
 FK0617  HISTORY     - 1989     MONUMENTED       NGS
 FK0617  HISTORY     - 20030625 GOOD             ALMLS
 FK0617
 FK0617                          STATION DESCRIPTION
 FK0617
 FK0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0617'THE STATION IS LOCATED 20.4 KM (12.70 MI) WEST-NORTHWEST OF
 FK0617'WEATHERFORD, 4.5 KM (2.80 MI) NORTHEAST OF CLINTON, AND 3.0 KM
 FK0617'(1.85 MI) EAST OF U.S. HIGHWAY 183, AT THE CLINTON MUNICIPAL AIRPORT,
 FK0617'IN THE SOUTHWEST CORNER OF THE SOUTHERN MOST ONE OF THREE GRASS STRIPS
 FK0617'BETWEEN THE SINGLE PAVED RUNWAY AND A PAVED PARALLEL TAXIWAY.
 FK0617'OWNERSHIP--CITY OF CLINTON, AIRPORT MANAGER IS HAROLD GRIFFITH, BOX
 FK0617'1325, CLINTON OK 73601. PHONE (405) 323-0217.
 FK0617'TO REACH THE STATION FROM THE CITY HALL IN CLINTON, GO EAST FOR 2.3 KM
 FK0617'(1.45 MI) ON INTERSTATE HIGHWAY 40 BUSINESS TO A PAVED CROSSROAD. TURN
 FK0617'LEFT AND GO NORTH FOR 2.6 KM (1.60 MI) ON THE PAVED ROAD TO A PAVED
 FK0617'ROAD RIGHT.  TURN RIGHT AND GO EAST THEN NORTHEAST FOR 0.3 KM
 FK0617'(0.20 MI) ON THE AIRPORT ENTRANCE TO A PAVED ROAD RIGHT.  TURN RIGHT
 FK0617'AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD PASSING
 FK0617'BETWEEN TWO HANGARS AND ACROSS THE APRON TO A CONNECTING TAXIWAY ON
 FK0617'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE
 FK0617'MAIN CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO
 FK0617'SOUTH FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON
 FK0617'THE LEFT JUST BEFORE REACHING A CONNECTING TAXIWAY.
 FK0617'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0617'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.4 METERS IN A GREASE
 FK0617'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0617'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0617'34.5 M (113.2 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 16.6 M
 FK0617'(54.5 FT) NORTH FROM THE NORTH EDGE OF THE CONNECTING TAXIWAY, 13.8 M
 FK0617'(45.3 FT) EAST FROM THE EAST EDGE OF THE PARALLEL TAXIWAY.
 FK0617'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0617
 FK0617                          STATION RECOVERY (2003)
 FK0617
 FK0617'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FK0617'MARKER FOUND AS DESCIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0618 ***********************************************************************
 FK0618  DESIGNATION -  CLINPORT AZ MK
 FK0618  PID         -  FK0618
 FK0618  STATE/COUNTY-  OK/CUSTER
 FK0618  COUNTRY     -  US
 FK0618  USGS QUAD   -  CLINTON (2018)
 FK0618
 FK0618                         *CURRENT SURVEY CONTROL
 FK0618  ______________________________________________________________________
 FK0618* NAD 83(1993) POSITION- 35 32 28.40551(N) 098 55 57.63998(W)   ADJUSTED
 FK0618* NAD 83(1993) ELLIP HT-   462.618 (meters)        (11/28/94)   ADJUSTED
 FK0618* NAVD 88 ORTHO HEIGHT -   490.0   (meters)     1608.    (feet) VERTCON3
 FK0618  ______________________________________________________________________
 FK0618  GEOID HEIGHT    -        -27.251 (meters)                     GEOID18
 FK0618  NAD 83(1993) X  -   -806,823.046 (meters)                     COMP
 FK0618  NAD 83(1993) Y  - -5,133,108.859 (meters)                     COMP
 FK0618  NAD 83(1993) Z  -  3,687,159.523 (meters)                     COMP
 FK0618  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 FK0618  HORZ ORDER      -  SECOND
 FK0618  ELLP ORDER      -  FIFTH     CLASS I
 FK0618
 FK0618.This mark is at Clinton Airport (CLK)
 FK0618
 FK0618.The horizontal coordinates were established by GPS observations
 FK0618.and adjusted by the National Geodetic Survey in November 1994.
 FK0618
 FK0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0618
 FK0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0618.GEOID18 height accuracy estimate available here.
 FK0618
 FK0618.Click photographs - Photos may exist for this station.
 FK0618
 FK0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0618
 FK0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0618
 FK0618.The ellipsoidal height was determined by GPS observations
 FK0618.and is referenced to NAD 83.
 FK0618
 FK0618. The following values were computed from the NAD 83(1993) position.
 FK0618
 FK0618;                    North         East     Units Scale Factor Converg.
 FK0618;SPC OK N     -    60,456.852   515,422.873   MT  1.00000472   -0 33 01.5
 FK0618;SPC OK N     -   198,348.86  1,691,016.54   sFT  1.00000472   -0 33 01.5
 FK0618;UTM  14      - 3,933,067.492   506,102.541   MT  0.99960046   +0 02 20.9
 FK0618
 FK0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0618!SPC OK N     -   0.99992739  x   1.00000472  =   0.99993211
 FK0618!UTM  14      -   0.99992739  x   0.99960046  =   0.99952788
 FK0618
 FK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0610233067(NAD 83)
 FK0618
 FK0618                          SUPERSEDED SURVEY CONTROL
 FK0618
 FK0618  NAD 83(1986)-  35 32 28.41099(N)    098 55 57.62779(W) AD(       ) 2
 FK0618  NGVD 29 (11/30/89)  489.8    (m)  RAPSU86  model used  GPS OBS        
 FK0618
 FK0618.Superseded values are not recommended for survey control.
 FK0618
 FK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0618.See file dsdata.pdf to determine how the superseded data were derived.
 FK0618
 FK0618_MARKER: I = METAL ROD
 FK0618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0618_STAMPING: CLINPORT AZ MK 1989
 FK0618_MARK LOGO: NGS
 FK0618_PROJECTION: FLUSH
 FK0618_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0618+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 FK0618_ROD/PIPE-DEPTH: 20.5 meters
 FK0618_SLEEVE-DEPTH  : 1.0 meters
 FK0618
 FK0618  HISTORY     - Date     Condition        Report By
 FK0618  HISTORY     - 1989     MONUMENTED       NGS
 FK0618  HISTORY     - 20030625 GOOD             ALMLS
 FK0618  HISTORY     - 20060817 GOOD             GEOCAC
 FK0618
 FK0618                          STATION DESCRIPTION
 FK0618
 FK0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0618'THE STATION IS LOCATED 20.4 KM (12.70 MI) WEST-NORTHWEST OF
 FK0618'WEATHERFORD, 4.5 KM (2.80 MI) NORTHEAST OF CLINTON, AND 3.0 KM
 FK0618'(1.85 MI) EAST OF U.S. HIGHWAY 183, AT THE CLINTON MUNICIPAL AIRPORT,
 FK0618'IN THE NORTHWEST CORNER OF THE NORTHERN MOST ONE OF THREE GRASS STRIPS
 FK0618'BETWEEN THE SINGLE PAVED RUNWAY AND A PARALLEL TAXIWAY.
 FK0618'OWNERSHIP--CITY OF CLINTON, AIRPORT MANAGER IS HAROLD GRIFFITH, BOX
 FK0618'1325, CLINTON OK 73601.  PHONE (405) 323-0217.
 FK0618'TO REACH THE STATION FROM THE CITY HALL IN CLINTON, GO EAST FOR 2.3 KM
 FK0618'(1.45 MI) ON INTERSTATE HIGHWAY 40 BUSINESS TO A PAVED CROSSROAD. TURN
 FK0618'LEFT AND GO NORTH FOR 2.6 KM (1.60 MI) ON THE PAVED ROAD TO A PAVED
 FK0618'ROAD RIGHT.  TURN RIGHT AND GO EAST THEN NORTHEAST FOR 0.3 KM
 FK0618'(0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD RIGHT.  TURN
 FK0618'RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD PASSING
 FK0618'BETWEEN TWO HANGARS AND ACROSS THE APRON TO A CONNECTING TAXIWAY ON
 FK0618'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE
 FK0618'CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN LEFT AND GO NORTH FOR
 FK0618'0.4 KM (0.25 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT
 FK0618'JUST BEFORE REACHING A CONNECTING TAXIWAY.
 FK0618'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0618'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 20.5 METERS IN A GREASE
 FK0618'FIILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0618'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0618'36.2 M (118.8 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 24.8 M
 FK0618'(81.4 FT) SOUTH FROM THE SOUTH EDGE OF THE CONNECTING TAXIWAY, AND
 FK0618'12.3 M (40.4 FT) EAST FROM THE EAST EDGE OF THE PARALLEL TAXIWAY.
 FK0618'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0618
 FK0618                          STATION RECOVERY (2003)
 FK0618
 FK0618'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FK0618'MARKER FOUND AS DESCIBED.
 FK0618
 FK0618                          STATION RECOVERY (2006)
 FK0618
 FK0618'RECOVERY NOTE BY GEOCACHING 2006 (BRY)
 FK0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0215 ***********************************************************************
 FK0215  DESIGNATION -  CLINTON
 FK0215  PID         -  FK0215
 FK0215  STATE/COUNTY-  OK/CUSTER
 FK0215  COUNTRY     -  US
 FK0215  USGS QUAD   -  CLINTON (2018)
 FK0215
 FK0215                         *CURRENT SURVEY CONTROL
 FK0215  ______________________________________________________________________
 FK0215* NAD 83(1993) POSITION- 35 30 45.62738(N) 098 58 35.48894(W)   ADJUSTED
 FK0215* NAVD 88 ORTHO HEIGHT -   485.388 (meters)     1592.48  (feet) ADJUSTED
 FK0215  ______________________________________________________________________
 FK0215  GEOID HEIGHT    -        -27.268 (meters)                     GEOID18
 FK0215  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 FK0215  DYNAMIC HEIGHT  -        484.902 (meters)     1590.88  (feet) COMP
 FK0215  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 FK0215
 FK0215  HORZ ORDER      -  FIRST
 FK0215  VERT ORDER      -  FIRST     CLASS II
 FK0215
 FK0215.The horizontal coordinates were established by classical geodetic methods
 FK0215.and adjusted by the National Geodetic Survey in November 1994.
 FK0215
 FK0215.The orthometric height was determined by differential leveling and
 FK0215.adjusted by the NATIONAL GEODETIC SURVEY
 FK0215.in June 1991.
 FK0215
 FK0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0215.GEOID18 height accuracy estimate available here.
 FK0215
 FK0215.Click photographs - Photos may exist for this station.
 FK0215
 FK0215.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0215
 FK0215.The dynamic height is computed by dividing the NAVD 88
 FK0215.geopotential number by the normal gravity value computed on the
 FK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0215.degrees latitude (g = 980.6199 gals.).
 FK0215
 FK0215.The modeled gravity was interpolated from observed gravity values.
 FK0215
 FK0215. The following values were computed from the NAD 83(1993) position.
 FK0215
 FK0215;                    North         East     Units Scale Factor Converg.
 FK0215;SPC OK N     -    57,328.511   511,415.014   MT  1.00001024   -0 34 34.7
 FK0215;SPC OK N     -   188,085.29  1,677,867.43   sFT  1.00001024   -0 34 34.7
 FK0215;SPC OK S     -   242,182.974   511,409.861   MT  1.00006715   -0 33 15.5
 FK0215;SPC OK S     -   794,561.97  1,677,850.52   sFT  1.00006715   -0 33 15.5
 FK0215;UTM  14      - 3,929,899.356   502,128.713   MT  0.99960006   +0 00 49.1
 FK0215
 FK0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0215!SPC OK N     -   0.99992810  x   1.00001024  =   0.99993834
 FK0215!SPC OK S     -   0.99992810  x   1.00006715  =   0.99999524
 FK0215!UTM  14      -   0.99992810  x   0.99960006  =   0.99952819
 FK0215
 FK0215:                Primary Azimuth Mark                     Grid Az
 FK0215:SPC OK N     -  ARAPAHOE TANK                            007 32 29.5
 FK0215:SPC OK S     -  ARAPAHOE TANK                            007 31 10.3
 FK0215:UTM  14      -  ARAPAHOE TANK                            006 57 05.7
 FK0215
 FK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0212829899(NAD 83)
 FK0215
 FK0215|---------------------------------------------------------------------|
 FK0215| PID    Reference Object                     Distance      Geod. Az  |
 FK0215|                                                           dddmmss.s |
 FK0215| FK0556 ARAPAHOE TANK                       APPROX. 7.3 KM 0065754.8 |
 FK0215| FK0557 ARAPAHOE CHRISTIAN SPIRE            APPROX. 7.4 KM 0103035.5 |
 FK0215| FK0555 ARAPAHOE PRESBYTERIAN CH SPIRE      APPROX. 7.6 KM 0115719.1 |
 FK0215| FK0558 CLINTON C B R AND H GROC TANK       APPROX. 1.5 KM 0811158.7 |
 FK0215| FK0214 CLINTON RM 1                         30.770 METERS 08208     |
 FK0215| FK0216 CLINTON RM 2                         35.150 METERS 17951     |
 FK0215| CK8366 CLINTON AZ MK                                      2653757.3 |
 FK0215| FK0559 CLINTON MUN WATER TANK               22.889 METERS 32300     |
 FK0215|---------------------------------------------------------------------|
 FK0215
 FK0215                          SUPERSEDED SURVEY CONTROL
 FK0215
 FK0215  NAD 83(1986)-  35 30 45.63520(N)    098 58 35.47737(W) AD(       ) 1
 FK0215  NAD 27      -  35 30 45.45605(N)    098 58 34.16936(W) AD(       ) 1
 FK0215  NGVD 29 (??/??/92)  485.181  (m)         1591.80   (f) ADJ UNCH    1 2
 FK0215  NGVD 29             485.18   (m)         1591.8    (f) LEVELING    3  
 FK0215
 FK0215.Superseded values are not recommended for survey control.
 FK0215
 FK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0215.See file dsdata.pdf to determine how the superseded data were derived.
 FK0215
 FK0215_MARKER: DS = TRIANGULATION STATION DISK
 FK0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0215_STAMPING: CLINTON 1934
 FK0215_MARK LOGO: CGS
 FK0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0215+STABILITY: SURFACE MOTION
 FK0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0215+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0215
 FK0215  HISTORY     - Date     Condition        Report By
 FK0215  HISTORY     - 1935     MONUMENTED       CGS
 FK0215  HISTORY     - 1953     GOOD             CGS
 FK0215  HISTORY     - 1954     GOOD             CGS
 FK0215  HISTORY     - 1955     GOOD             CGS
 FK0215  HISTORY     - 20050803 GOOD             GEOCAC
 FK0215
 FK0215                          STATION DESCRIPTION
 FK0215
 FK0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0215'STATION IS LOCATED IN THE WEST EDGE OF THE CITY OF CLINTON,
 FK0215'OKLAHOMA.
 FK0215'
 FK0215'REACHED FROM POST OFFICE BY GOING WEST ON FRISCO AVENUE
 FK0215'0.4 MILE, TURN LEFT (SOUTH) ON THIRTEENTH STREET GO 0.1 MILE
 FK0215'TO MUNICIPAL WATER TANK AND STATION ON LEFT.
 FK0215'
 FK0215'STATION MARK IS SET 146 FEET NORTH OF CENTERLINE OF HAYS
 FK0215'AVENUE, 138 FEET WEST OF CENTERLINE OF THIRTEENTH STREET
 FK0215'AND 74 FEET SOUTHEAST OF CENTER OF WATER TANK.  MARK IS ABOUT
 FK0215'2 INCHES BELOW THE SURFACE OF THE GROUND.
 FK0215'
 FK0215'REFERENCE MARK NO.1 IS 30.770 METERS (100.96 FEET) EAST OF
 FK0215'STATION AND 6 FEET WEST OF SIDE WALK, AND PROJECTS ABOUT 5
 FK0215'INCHES ABOVE THE SURFACE OF THE GROUND.
 FK0215'
 FK0215'REFERENCE MARK NO.2 IS 34.728 METERS (113.94 FEET) SOUTH OF
 FK0215'STATION AND 6 FEET NORTH OF SIDEWALK, AND PROJECTS ABOUT
 FK0215'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FK0215'
 FK0215'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF STATION.
 FK0215'REACHED BY GOING WEST ON HAYS AVENUE 0.3 MILE TO MARK ON
 FK0215'RIGHT, 85 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF UNPAINTED
 FK0215'HOUSE, 39 FEET NORTH OF CENTERLINE OF HAYS AVENUE ON WEST
 FK0215'EDGE OF CULTIVATED FIELD, AND PROJECTS ABOUT 5 INCHES.
 FK0215'
 FK0215'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0215
 FK0215                          STATION RECOVERY (1953)
 FK0215
 FK0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (MDR)
 FK0215'0.55 MILE WEST ALONG AVANT AVENUE FROM THE POST OFFICE AT
 FK0215'CLINTON, THENCE 0.05 MILE SOUTH ALONG SOUTH 13TH STREET, 138.7
 FK0215'FEET WEST OF THE CENTER LINE OF SOUTH 13TH STREET, 56 FEET
 FK0215'SOUTHEAST OF THE SOUTH LEG OF THE CITY WATER TOWER, 7 FEET SOUTH
 FK0215'OF A SMALL EVERGREEN TREE, A T TRIANGULATION STATION DISK
 FK0215'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FK0215'GROUND, STAMPED CLINTON 1934.
 FK0215'
 FK0215'CLINTON R.M. NO. 1 IS 101.0 FEET NORTHEAST OF TRIANGULATION
 FK0215'STATION CLINTON 1934, 38.6 FEET WEST OF THE CENTER LINE OF SOUTH
 FK0215'13TH STREET, 5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 FK0215'SIDEWALK, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FK0215'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED CLINTON
 FK0215'NO. 1 1934.
 FK0215'
 FK0215'CLINTON R.M. 2 IS 114.0 FEET SOUTH OF TRIANGULATION STATION
 FK0215'CLINTON 1934, 32.8 FEET NORTH OF THE CENTER LINE OF HAYS
 FK0215'AVENUE, 6 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 FK0215'14 FEET SOUTHEAST OF A 16 INCH ELM TREE, A REFERENCE MARK DISK
 FK0215'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 FK0215'ABOVE THE GROUND, STAMPED CLINTON NO. 2 1934.
 FK0215'
 FK0215'CLINTON 1934 AZIMUTH WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 FK0215'BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 FK0215
 FK0215                          STATION RECOVERY (1954)
 FK0215
 FK0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FK0215'0.6 MI W FROM CLINTON.
 FK0215'0.55 MILE WEST ALONG AVANT AVENUE FROM THE POST OFFICE AT
 FK0215'CLINTON, THENCE 0.05 MILE SOUTH ALONG SOUTH 13TH STREET, 138.7
 FK0215'FEET WEST OF THE CENTER LINE OF SOUTH 13TH STREET, 56 FEET
 FK0215'SOUTHEAST OF THE SOUTH LEG OF THE CITY WATER TOWER, 7 FEET SOUTH
 FK0215'OF A SMALL EVERGREEN TREE, SET IN THE TOP OF A CONCRETE POST
 FK0215'WHICH IS FLUSH WITH THE GROUND.
 FK0215
 FK0215                          STATION RECOVERY (1955)
 FK0215
 FK0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FK0215'RECOVERED AS DESCRIBED ON LINE, EL RENO, OKLAHOMA TO JERICHO,
 FK0215'TEXAS.  ON LITHOGRAPH SHEET DATED 4 MARCH 1954.
 FK0215'
 FK0215'CLINTON R. M. 1 WAS RECOVERED AS DESCRIBED ON LINE, EL RENO,
 FK0215'OKLAHOMA TO JERICHO, TEXAS.  ON LITHOGRAPH SHEET DATED 4 MARCH
 FK0215'1954.
 FK0215'
 FK0215'CLINTON R.M. 2 WAS RECOVERED AS DESCRIBED ON LINE, EL RENO.
 FK0215'OKLAHOMA TO JERICHO, TEXAS.  ON LITHOGRAPH SHEET DATED 4 MARCH
 FK0215'1954.
 FK0215
 FK0215                          STATION RECOVERY (2005)
 FK0215
 FK0215'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0215'THE STATION IS IN GOOD CONDITION, BUT THE DESCRIBED WATER TANK HAS
 FK0215'BEEN REPLACED WITH A LARGE, METAL PICNIC SHELTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DF4058 ***********************************************************************
 DF4058  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4058  DESIGNATION -  CLINTON CORS ARP
 DF4058  CORS_ID     -  OKCL
 DF4058  PID         -  DF4058
 DF4058  STATE/COUNTY-  OK/CUSTER
 DF4058  COUNTRY     -  US
 DF4058  USGS QUAD   -  BESSIE (2018)
 DF4058
 DF4058                         *CURRENT SURVEY CONTROL
 DF4058  ______________________________________________________________________
 DF4058* NAD 83(2011) POSITION- 35 28 59.34894(N) 098 58 17.24642(W)   ADJUSTED
 DF4058* NAD 83(2011) ELLIP HT-   470.695 (meters)        (04/??/25)   ADJUSTED
 DF4058* NAD 83(2011) EPOCH   -  2010.00
 DF4058  ______________________________________________________________________
 DF4058  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 DF4058  NAD 83(2011) X  -   -810,881.805 (meters)                     COMP
 DF4058  NAD 83(2011) Y  - -5,136,265.168 (meters)                     COMP
 DF4058  NAD 83(2011) Z  -  3,681,919.275 (meters)                     COMP
 DF4058
 DF4058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4058  Standards:
 DF4058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4058  -------------------------------------------------------------------
 DF4058  NETWORK    0.38   0.56           0.19   0.05   0.29     -0.37551900
 DF4058  -------------------------------------------------------------------
 DF4058
 DF4058.The coordinates were established by GPS observations
 DF4058.and adjusted by the National Geodetic Survey in April 2025.
 DF4058
 DF4058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4058.been affixed to the stable North American Tectonic Plate. 
 DF4058
 DF4058.The coordinates are valid at the epoch date displayed above
 DF4058.which is a decimal equivalence of Year/Month/Day.
 DF4058
 DF4058.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF4058.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF4058.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF4058.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF4058.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF4058.published epoch of 2010.00.
 DF4058
 DF4058.Additional information on MYCS is available at:
 DF4058.https://geodesy.noaa.gov/CORS/index.shtml
 DF4058
 DF4058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4058.GEOID18 height accuracy estimate available here.
 DF4058
 DF4058.The PID for the CORS L1 Phase Center is DR7662.
 DF4058
 DF4058.Click photographs - Photos may exist for this station.
 DF4058
 DF4058.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4058
 DF4058.The ellipsoidal height was determined by GPS observations
 DF4058.and is referenced to NAD 83.
 DF4058
 DF4058. The following values were computed from the NAD 83(2011) position.
 DF4058
 DF4058;                    North         East     Units Scale Factor Converg.
 DF4058;SPC OK N     -    54,048.586   511,841.909   MT  1.00001621   -0 34 23.9
 DF4058;SPC OK N     -   177,324.40  1,679,268.00   sFT  1.00001621   -0 34 23.9
 DF4058;UTM  14      - 3,926,625.353   502,589.163   MT  0.99960008   +0 00 59.6
 DF4058
 DF4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4058!SPC OK N     -   0.99992613  x   1.00001621  =   0.99994233
 DF4058!UTM  14      -   0.99992613  x   0.99960008  =   0.99952624
 DF4058
 DF4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0258926625(NAD 83)
 DF4058
 DF4058                          SUPERSEDED SURVEY CONTROL
 DF4058
 DF4058  NAD 83(2011)-  35 28 59.34912(N)    098 58 17.24646(W) AD(2010.00) c
 DF4058  ELLIP H (06/??/19)  470.701  (m)                       GP(2010.00) c c
 DF4058  NAD 83(2011)-  35 28 59.34904(N)    098 58 17.24650(W) AD(2010.00) c
 DF4058  ELLIP H (08/??/11)  470.693  (m)                       GP(2010.00) c c
 DF4058  NAD 83(CORS)-  35 28 59.34867(N)    098 58 17.24719(W) AD(2002.00) c
 DF4058  ELLIP H (02/??/03)  470.699  (m)                       GP(2002.00) c c
 DF4058
 DF4058.Superseded values are not recommended for survey control.
 DF4058
 DF4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4058.See file dsdata.pdf to determine how the superseded data were derived.
 DF4058
 DF4058_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4058
 DF4058                          STATION DESCRIPTION
 DF4058
 DF4058'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF4058'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF4058'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF4058'AND LOG FILES ACCESSIBLE AT:
 DF4058'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0214 ***********************************************************************
 FK0214  DESIGNATION -  CLINTON RM 1
 FK0214  PID         -  FK0214
 FK0214  STATE/COUNTY-  OK/CUSTER
 FK0214  COUNTRY     -  US
 FK0214  USGS QUAD   -  CLINTON (2018)
 FK0214
 FK0214                         *CURRENT SURVEY CONTROL
 FK0214  ______________________________________________________________________
 FK0214* NAD 83(1986) POSITION- 35 30 45.76   (N) 098 58 34.28   (W)   HD_HELD1
 FK0214* NAVD 88 ORTHO HEIGHT -   484.896 (meters)     1590.86  (feet) ADJUSTED
 FK0214  ______________________________________________________________________
 FK0214  GEOID HEIGHT    -        -27.268 (meters)                     GEOID18
 FK0214  DYNAMIC HEIGHT  -        484.411 (meters)     1589.27  (feet) COMP
 FK0214  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 FK0214
 FK0214  VERT ORDER      -  FIRST     CLASS II
 FK0214
 FK0214.The horizontal coordinates were determined by differentially corrected
 FK0214.hand held GPS observations or other comparable positioning techniques
 FK0214.and have an estimated accuracy of +/- 3 meters.
 FK0214
 FK0214.The orthometric height was determined by differential leveling and
 FK0214.adjusted by the NATIONAL GEODETIC SURVEY
 FK0214.in June 1991.
 FK0214
 FK0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0214.GEOID18 height accuracy estimate available here.
 FK0214
 FK0214.Click photographs - Photos may exist for this station.
 FK0214
 FK0214.The dynamic height is computed by dividing the NAVD 88
 FK0214.geopotential number by the normal gravity value computed on the
 FK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0214.degrees latitude (g = 980.6199 gals.).
 FK0214
 FK0214.The modeled gravity was interpolated from observed gravity values.
 FK0214
 FK0214;                    North         East    Units  Estimated Accuracy
 FK0214;SPC OK N     -    57,332.3     511,445.5     MT  (+/- 3 meters HH1 GPS) 
 FK0214
 FK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0215929903(NAD 83)
 FK0214
 FK0214                          SUPERSEDED SURVEY CONTROL
 FK0214
 FK0214  NGVD 29 (??/??/92)  484.690  (m)         1590.19   (f) ADJ UNCH    1 2
 FK0214
 FK0214.Superseded values are not recommended for survey control.
 FK0214
 FK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0214.See file dsdata.pdf to determine how the superseded data were derived.
 FK0214
 FK0214_MARKER: DR = REFERENCE MARK DISK
 FK0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0214_STAMPING: CLINTON NO 1 1934
 FK0214_MARK LOGO: CGS
 FK0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0214+STABILITY: SURFACE MOTION
 FK0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0214+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0214
 FK0214  HISTORY     - Date     Condition        Report By
 FK0214  HISTORY     - 1934     MONUMENTED       CGS
 FK0214  HISTORY     - 1953     GOOD             CGS
 FK0214  HISTORY     - 20050803 GOOD             GEOCAC
 FK0214
 FK0214                          STATION DESCRIPTION
 FK0214
 FK0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0214'0.6 MI W FROM CLINTON.
 FK0214'0.55 MILE WEST ALONG AVANT AVENUE FROM THE POST OFFICE AT CLINTON,
 FK0214'THENCE 0.05 MILE SOUTH ALONG SOUTH 13TH STREET, 38.6 FEET WEST
 FK0214'OF THE CENTER LINE OF SOUTH 13TH STREET, 101.0 FEET NORTHEAST OF
 FK0214'TRIANGULATION STATION CLINTON 1934, 5 FEET WEST OF THE WEST EDGE
 FK0214'OF A CONCRETE SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0214'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FK0214
 FK0214                          STATION RECOVERY (2005)
 FK0214
 FK0214'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0216 ***********************************************************************
 FK0216  DESIGNATION -  CLINTON RM 2
 FK0216  PID         -  FK0216
 FK0216  STATE/COUNTY-  OK/CUSTER
 FK0216  COUNTRY     -  US
 FK0216  USGS QUAD   -  CLINTON (2018)
 FK0216
 FK0216                         *CURRENT SURVEY CONTROL
 FK0216  ______________________________________________________________________
 FK0216* NAD 83(2011) POSITION- 35 30 44.49470(N) 098 58 35.47378(W)   NO CHECK
 FK0216* NAD 83(2011) ELLIP HT-   459.161 (meters)        (06/27/12)   NO CHECK
 FK0216* NAD 83(2011) EPOCH   -  2010.00
 FK0216* NAVD 88 ORTHO HEIGHT -   486.425 (meters)     1595.88  (feet) ADJUSTED
 FK0216  ______________________________________________________________________
 FK0216  GEOID HEIGHT    -        -27.268 (meters)                     GEOID18
 FK0216  NAD 83(2011) X  -   -811,040.602 (meters)                     COMP
 FK0216  NAD 83(2011) Y  - -5,134,325.447 (meters)                     COMP
 FK0216  NAD 83(2011) Z  -  3,684,551.006 (meters)                     COMP
 FK0216  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 FK0216  DYNAMIC HEIGHT  -        485.937 (meters)     1594.28  (feet) COMP
 FK0216  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 FK0216
 FK0216  VERT ORDER      -  FIRST     CLASS II
 FK0216
 FK0216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0216  Standards:
 FK0216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0216  -------------------------------------------------------------------
 FK0216  NETWORK    2.11   4.23           0.78   0.93   2.16     -0.15551627
 FK0216  -------------------------------------------------------------------
 FK0216  Click here for local accuracies and other accuracy information.
 FK0216
 FK0216.The horizontal coordinates were established by GPS observations
 FK0216.and adjusted by the National Geodetic Survey in June 2012.
 FK0216
 FK0216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0216.been affixed to the stable North American tectonic plate. See 
 FK0216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0216
 FK0216.The horizontal coordinates are valid at the epoch date displayed above
 FK0216.which is a decimal equivalence of Year/Month/Day.
 FK0216
 FK0216.No horizontal observational check was made to the station.
 FK0216
 FK0216.The orthometric height was determined by differential leveling and
 FK0216.adjusted by the NATIONAL GEODETIC SURVEY
 FK0216.in June 1991.
 FK0216
 FK0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0216.GEOID18 height accuracy estimate available here.
 FK0216
 FK0216.Click photographs - Photos may exist for this station.
 FK0216
 FK0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0216
 FK0216.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0216
 FK0216.The ellipsoidal height was determined by GPS observations
 FK0216.and is referenced to NAD 83.
 FK0216
 FK0216.The dynamic height is computed by dividing the NAVD 88
 FK0216.geopotential number by the normal gravity value computed on the
 FK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0216.degrees latitude (g = 980.6199 gals.).
 FK0216
 FK0216.The modeled gravity was interpolated from observed gravity values.
 FK0216
 FK0216. The following values were computed from the NAD 83(2011) position.
 FK0216
 FK0216;                    North         East     Units Scale Factor Converg.
 FK0216;SPC OK N     -    57,293.600   511,415.045   MT  1.00001030   -0 34 34.6
 FK0216;SPC OK N     -   187,970.75  1,677,867.53   sFT  1.00001030   -0 34 34.6
 FK0216;UTM  14      - 3,929,864.462   502,129.103   MT  0.99960006   +0 00 49.1
 FK0216
 FK0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0216!SPC OK N     -   0.99992794  x   1.00001030  =   0.99993824
 FK0216!UTM  14      -   0.99992794  x   0.99960006  =   0.99952802
 FK0216
 FK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0212929864(NAD 83)
 FK0216
 FK0216                          SUPERSEDED SURVEY CONTROL
 FK0216
 FK0216  NAD 83(2007)-  35 30 44.49458(N)    098 58 35.47431(W) AD(2002.00) 0
 FK0216  ELLIP H (02/10/07)  459.174  (m)                       GP(2002.00)    
 FK0216  NAD 83(1993)-  35 30 44.49429(N)    098 58 35.47399(W) AD(       ) 1
 FK0216  ELLIP H (03/07/02)  459.184  (m)                       GP(       ) 4 2
 FK0216  NAVD 88             486.43   (m)         1595.9    (f) LEVELING    3  
 FK0216  NGVD 29 (??/??/92)  486.218  (m)         1595.20   (f) ADJ UNCH    1 2
 FK0216
 FK0216.Superseded values are not recommended for survey control.
 FK0216
 FK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0216.See file dsdata.pdf to determine how the superseded data were derived.
 FK0216
 FK0216_MARKER: DR = REFERENCE MARK DISK
 FK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0216_STAMPING: CLINTON NO 2 1934
 FK0216_MARK LOGO: CGS
 FK0216_PROJECTION: FLUSH
 FK0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0216+STABILITY: SURFACE MOTION
 FK0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0216+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0216
 FK0216  HISTORY     - Date     Condition        Report By
 FK0216  HISTORY     - 1934     MONUMENTED       CGS
 FK0216  HISTORY     - 1953     GOOD             CGS
 FK0216  HISTORY     - 20010531 GOOD             MSAM
 FK0216  HISTORY     - 20050803 GOOD             GEOCAC
 FK0216
 FK0216                          STATION DESCRIPTION
 FK0216
 FK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0216'0.6 MI W FROM CLINTON.
 FK0216'0.55 MILE WEST ALONG AVANT AVENUE FROM THE POST OFFICE AT
 FK0216'CLINTON, THENCE 0.05 MILE SOUTH ALONG SOUTH 13TH STREET, 32.8
 FK0216'FEET NORTH OF THE CENTER LINE OF HAYS AVENUE, 6 FEET NORTH OF THE
 FK0216'NORTH EDGE OF A CONCRETE SIDEWALK, 14 FEET SOUTHEAST OF A 16
 FK0216'INCH ELM TREE, 114.0 FEET SOUTH OF TRIANGULATION STATION CLINTON
 FK0216'1934, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 FK0216'ABOVE THE GROUND.
 FK0216
 FK0216                          STATION RECOVERY (2001)
 FK0216
 FK0216'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FK0216'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FK0216'THE STATION IS LOCATED IN CLINTON, OKLAHOMA IN THE NORTHWEST CORNER OF
 FK0216'THE INTERSECTION OF HAYES AND SOUTH 13TH STREET.
 FK0216'
 FK0216'TO REACH THE STATION FROM INTERSTATE HIGHWAY 40 (EXIT 66) AND US
 FK0216'HIGHWAY 183, IN SOUTHEAST CLINTON, OKLAHOMA, GO 1.3 KM (0.8 MI) NORTH
 FK0216'ON HIGHWAY 183 TO HAYES.  TURN LEFT, WEST, ON HAYES FOR 1 KM (0.65 MI)
 FK0216'TO SOUTH 13TH STREET AND THE STATION ON THE RIGHT.
 FK0216'
 FK0216'THE STATION IS A US COAST AND GEODETIC SURVEY REFERENCE MARK  DISK SET
 FK0216'IN THE TOP CENTER OF A CONCRETE POST SET FLUSH WITH THE SURFACE.  IT
 FK0216'IS 41.6 M (136.5 FT) WEST OF A PK NAIL SET IN THE CENTERLINE OF SOUTH
 FK0216'13TH STREET, 19.5 M (64 FT) NORTHEAST OF A POWER POLE WITH A SHINER
 FK0216'AND 1.5 M (4.9 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 FK0216
 FK0216                          STATION RECOVERY (2005)
 FK0216
 FK0216'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0570 ***********************************************************************
 FK0570  DESIGNATION -  CLINTON SHERMAN AFB TANK BCN
 FK0570  PID         -  FK0570
 FK0570  STATE/COUNTY-  OK/WASHITA
 FK0570  COUNTRY     -  US
 FK0570  USGS QUAD   -  DILL CITY (2018)
 FK0570
 FK0570                         *CURRENT SURVEY CONTROL
 FK0570  ______________________________________________________________________
 FK0570* NAD 83(1993) POSITION- 35 20 56.76909(N) 099 10 45.83465(W)   ADJUSTED
 FK0570  ______________________________________________________________________
 FK0570  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 FK0570  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 FK0570  HORZ ORDER      -  THIRD
 FK0570
 FK0570.This mark is at Clinton Sherman Airport (CSM)
 FK0570
 FK0570.The horizontal coordinates were established by classical geodetic methods
 FK0570.and adjusted by the National Geodetic Survey in November 1994.
 FK0570
 FK0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0570.GEOID18 height accuracy estimate available here.
 FK0570
 FK0570.Click photographs - Photos may exist for this station.
 FK0570
 FK0570.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0570
 FK0570. The following values were computed from the NAD 83(1993) position.
 FK0570
 FK0570;                    North         East     Units Scale Factor Converg.
 FK0570;SPC OK S     -   224,231.897   492,793.905   MT  1.00002493   -0 40 10.0
 FK0570;SPC OK S     -   735,667.48  1,616,774.67   sFT  1.00002493   -0 40 10.0
 FK0570;UTM  14      - 3,911,773.089   483,699.412   MT  0.99960327   -0 06 13.7
 FK0570
 FK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8369911773(NAD 83)
 FK0570
 FK0570                          SUPERSEDED SURVEY CONTROL
 FK0570
 FK0570  NAD 83(1986)-  35 20 56.77641(N)    099 10 45.83296(W) AD(       ) 3
 FK0570  NAD 27      -  35 20 56.59013(N)    099 10 44.53390(W) AD(       ) 3
 FK0570
 FK0570.Superseded values are not recommended for survey control.
 FK0570
 FK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0570.See file dsdata.pdf to determine how the superseded data were derived.
 FK0570
 FK0570_MARKER: 53 = ELEVATED TANK
 FK0570
 FK0570  HISTORY     - Date     Condition        Report By
 FK0570  HISTORY     - 1960     FIRST OBSERVED   CGS
 FK0570  HISTORY     - 1965     GOOD             CGS
 FK0570  HISTORY     - 1977     GOOD             NGS
 FK0570  HISTORY     - 1978     GOOD             NGS
 FK0570
 FK0570                          STATION DESCRIPTION
 FK0570
 FK0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0570'THE STATION IS 16-1/2 MILES SOUTHWEST OF CLINTON, 12-1/2
 FK0570'MILES WEST-NORTHWEST OF CORDELL, 1/2 MILE WEST-NORTHWEST OF THE
 FK0570'VILLAGE OF BURNS FLAT, WITHIN THE PROPERTY OF THE CLINTON
 FK0570'SHERMAN AIR FORCE BASE AND 2 BLOCKS SOUTH OF THE INTERSECTION
 FK0570'OF C AVENUE AND SEVENTH STREET.
 FK0570'
 FK0570'THE STATION IS THE BEACON, FLASHING GREEN AND WHITE, ATOP
 FK0570'THE ELEVATED WATER TANK SUPPORTED BY SIX STEEL LEGS.  THE
 FK0570'TANK IS ROUND IN SHAPE AND PAINTED RED AND WHITE.
 FK0570
 FK0570                          STATION RECOVERY (1965)
 FK0570
 FK0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FK0570'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 FK0570'GOOD CONDITION.
 FK0570
 FK0570                          STATION RECOVERY (1977)
 FK0570
 FK0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 FK0570'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FK0570'
 FK0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLINTON SHERMAN
 FK0570'AIRPORT.
 FK0570
 FK0570                          STATION RECOVERY (1978)
 FK0570
 FK0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 FK0570'RECOVERED AS DESCRIBED.
 FK0570'
 FK0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI WNW OF BURNS
 FK0570'FLAT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0573 ***********************************************************************
 FK0573  DESIGNATION -  CLINTON SHERMAN AFB TANK LT
 FK0573  PID         -  FK0573
 FK0573  STATE/COUNTY-  OK/WASHITA
 FK0573  COUNTRY     -  US
 FK0573  USGS QUAD   -  DILL CITY (2018)
 FK0573
 FK0573                         *CURRENT SURVEY CONTROL
 FK0573  ______________________________________________________________________
 FK0573* NAD 83(1993) POSITION- 35 21 22.40847(N) 099 12 41.04416(W)   ADJUSTED
 FK0573  ______________________________________________________________________
 FK0573  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 FK0573  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 FK0573  HORZ ORDER      -  THIRD
 FK0573
 FK0573.This mark is at Clinton Sherman Airport (CSM)
 FK0573
 FK0573.The horizontal coordinates were established by classical geodetic methods
 FK0573.and adjusted by the National Geodetic Survey in November 1994.
 FK0573
 FK0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0573.GEOID18 height accuracy estimate available here.
 FK0573
 FK0573.Click photographs - Photos may exist for this station.
 FK0573
 FK0573.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0573
 FK0573. The following values were computed from the NAD 83(1993) position.
 FK0573
 FK0573;                    North         East     Units Scale Factor Converg.
 FK0573;SPC OK S     -   225,056.481   489,894.519   MT  1.00002660   -0 41 15.4
 FK0573;SPC OK S     -   738,372.80  1,607,262.27   sFT  1.00002660   -0 41 15.4
 FK0573;UTM  14      - 3,912,568.682   480,793.255   MT  0.99960455   -0 07 20.4
 FK0573
 FK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8079312568(NAD 83)
 FK0573
 FK0573                          SUPERSEDED SURVEY CONTROL
 FK0573
 FK0573  NAD 83(1986)-  35 21 22.41640(N)    099 12 41.04382(W) AD(       ) 3
 FK0573  NAD 27      -  35 21 22.23616(N)    099 12 39.74777(W) AD(       ) 3
 FK0573
 FK0573.Superseded values are not recommended for survey control.
 FK0573
 FK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0573.See file dsdata.pdf to determine how the superseded data were derived.
 FK0573
 FK0573_MARKER: 53 = ELEVATED TANK
 FK0573
 FK0573  HISTORY     - Date     Condition        Report By
 FK0573  HISTORY     - 1960     FIRST OBSERVED   CGS
 FK0573  HISTORY     - 1965     GOOD             CGS
 FK0573  HISTORY     - 1977     GOOD             NGS
 FK0573  HISTORY     - 1978     GOOD             NGS
 FK0573
 FK0573                          STATION DESCRIPTION
 FK0573
 FK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0573'STATION IS 3-1/2 MILES WEST FROM BURNS FLAT, AT CLINTON-SHERMAN
 FK0573'AIR FORCE BASE, AT THE WEST SIDE OF THE AIRCRAFT RUNWAYS.  THE
 FK0573'OBJECT INTERSECTED IS THE RED LIGHT AT THE CENTER OF THE
 FK0573'CONICAL TOP OF A CYLINDRICAL AND ELEVATED WATER TANK SUPPORTED
 FK0573'UPON FOUR STRUCTURAL STEEL LEGS, PAINTED RED AND WHITE.  A
 FK0573'METAL BALL SURMOUNTS THE CONICAL SHAPED COVER ON TOP OF THE
 FK0573'TANK, THE LIGHT MOUNTED ABOVE IT.
 FK0573
 FK0573                          STATION RECOVERY (1965)
 FK0573
 FK0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FK0573'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 FK0573'GOOD CONDITION.
 FK0573
 FK0573                          STATION RECOVERY (1977)
 FK0573
 FK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (ARB)
 FK0573'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FK0573'
 FK0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLINTON SHERMAN
 FK0573'AIRPORT.
 FK0573
 FK0573                          STATION RECOVERY (1978)
 FK0573
 FK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 FK0573'RECOVERED AS DESCRIBED.
 FK0573'
 FK0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI W OF BURNS
 FK0573'FLAT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1029 ***********************************************************************
 EM1029  DESIGNATION -  CLOSE
 EM1029  PID         -  EM1029
 EM1029  STATE/COUNTY-  OK/HARMON
 EM1029  COUNTRY     -  US
 EM1029  USGS QUAD   -  GOULD (2018)
 EM1029
 EM1029                         *CURRENT SURVEY CONTROL
 EM1029  ______________________________________________________________________
 EM1029* NAD 83(1993) POSITION- 34 42 38.63914(N) 099 49 27.71600(W)   ADJUSTED
 EM1029* NAVD 88 ORTHO HEIGHT -   516.5   (meters)     1695.    (feet) VERTCON3
 EM1029  ______________________________________________________________________
 EM1029  GEOID HEIGHT    -        -27.869 (meters)                     GEOID18
 EM1029  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 EM1029  HORZ ORDER      -  FIRST
 EM1029
 EM1029.The horizontal coordinates were established by classical geodetic methods
 EM1029.and adjusted by the National Geodetic Survey in November 1994.
 EM1029
 EM1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1029
 EM1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1029.GEOID18 height accuracy estimate available here.
 EM1029
 EM1029.Click photographs - Photos may exist for this station.
 EM1029
 EM1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1029
 EM1029. The following values were computed from the NAD 83(1993) position.
 EM1029
 EM1029;                    North         East     Units Scale Factor Converg.
 EM1029;SPC OK S     -   154,296.356   432,892.438   MT  0.99993837   -1 02 07.9
 EM1029;SPC OK S     -   506,220.63  1,420,247.94   sFT  0.99993837   -1 02 07.9
 EM1029;UTM  14      - 3,841,274.482   424,510.587   MT  0.99967024   -0 28 10.0
 EM1029
 EM1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1029!SPC OK S     -   0.99992330  x   0.99993837  =   0.99986167
 EM1029!UTM  14      -   0.99992330  x   0.99967024  =   0.99959356
 EM1029
 EM1029:                Primary Azimuth Mark                     Grid Az
 EM1029:SPC OK S     -  CLOSE AZ MK                              091 35 10.3
 EM1029:UTM  14      -  CLOSE AZ MK                              091 01 12.4
 EM1029
 EM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2451041274(NAD 83)
 EM1029
 EM1029|---------------------------------------------------------------------|
 EM1029| PID    Reference Object                     Distance      Geod. Az  |
 EM1029|                                                           dddmmss.s |
 EM1029| CX6948 CLOSE RM 1                           19.621 METERS 06520     |
 EM1029| CX6947 CLOSE AZ MK                                        0903302.4 |
 EM1029| EM1031 GOULD MUNICIPAL TANK                APPROX. 6.6 KM 1320439.0 |
 EM1029| CX6949 CLOSE RM 2                            9.238 METERS 18247     |
 EM1029| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX. 8.6 KM 2462610.8 |
 EM1029| EM1040 HOLLIS WEST MUNICIPAL TANK          APPROX. 9.6 KM 2505100.4 |
 EM1029| EM1037 HOLLIS VUMORE TV MAST               APPROX. 7.9 KM 2531328.7 |
 EM1029|---------------------------------------------------------------------|
 EM1029
 EM1029                          SUPERSEDED SURVEY CONTROL
 EM1029
 EM1029  NAD 83(1986)-  34 42 38.64461(N)    099 49 27.70854(W) AD(       ) 1
 EM1029  NAD 27      -  34 42 38.41820(N)    099 49 26.35080(W) AD(       ) 1
 EM1029  NGVD 29 (07/19/86)  516.3    (m)         1694.     (f) VERT ANG       
 EM1029
 EM1029.Superseded values are not recommended for survey control.
 EM1029
 EM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1029.See file dsdata.pdf to determine how the superseded data were derived.
 EM1029
 EM1029_MARKER: DS = TRIANGULATION STATION DISK
 EM1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1029_STAMPING: CLOSE 1961
 EM1029_MARK LOGO: CGS
 EM1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1029+STABILITY: SURFACE MOTION
 EM1029
 EM1029  HISTORY     - Date     Condition        Report By
 EM1029  HISTORY     - 1961     MONUMENTED       CGS
 EM1029  HISTORY     - 1963     GOOD             CGS
 EM1029  HISTORY     - 1973     GOOD             USAF
 EM1029
 EM1029                          STATION DESCRIPTION
 EM1029
 EM1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1029'THE STATION IS LOCATED ABOUT 6.0 MILES EAST-NORTHEAST OF
 EM1029'HOLLIS, 4.0 MILES NORTHWEST OF GOULD, 2.0 MILES NORTH OF U.S.
 EM1029'HIGHWAY 62, ON A CUT BANK AND IN THE NORTHWEST ANGLE OF
 EM1029'INTERSECTION.
 EM1029'
 EM1029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM1029'STATE ROUTE 5 IN GOULD, GO WEST ON U.S. HIGHWAY 62 FOR 0.65
 EM1029'MILE TO A RAILROAD CROSSING, CONTINUE WESTERLY ON U.S. HIGHWAY
 EM1029'62 FOR 2.5 MILES TO A CROSSROADS, TURN RIGHT AND GO NORTH
 EM1029'ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROADS, CONTINUE NORTH
 EM1029'ON DIRT ROAD FOR 0.9 MILE TO A CROSSROADS AND STATION IN THE
 EM1029'NORTHWEST ANGLE OF INTERSECTION.
 EM1029'
 EM1029'THE STATION MARK IS A STANDARD STATION DISK STAMPED CLOSE 1961 AND
 EM1029'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EM1029'THE MARK IS 73 FEET NORTH OF THE CENTER OF THE ROAD, 34 FEET
 EM1029'WEST OF CENTER OF ROAD, 3 FEET EAST OF FENCE AND 4.2 FEET
 EM1029'SOUTHEAST OF WITNESS POST.
 EM1029'
 EM1029'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED CLOSE NO 1
 EM1029'1961 IS SET IN TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING
 EM1029'1 INCH.  THE MARK IS 105 FEET NORTH OF CENTER OF ROAD, 65
 EM1029'FEET EAST-NORTHEAST OF WITNESS POST, 23 FEET EAST OF CENTER
 EM1029'OF ROAD AND 1 FOOT WEST OF FENCE.
 EM1029'
 EM1029'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED CLOSE NO 2
 EM1029'1961 IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EM1029'2 INCHES.  THE MARK IS 43 FEET NORTH OF THE CENTER OF ROAD, 35
 EM1029'FEET WEST OF CENTER OF ROAD, 33.9 FEET NORTH OF WITNESS POST,
 EM1029'21.7 FEET NORTH OF A FENCE CORNER POST AND 1.5 FEET EAST OF
 EM1029'FENCE.
 EM1029'
 EM1029'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED CLOSE 1961
 EM1029'IS SET IN TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING 4
 EM1029'INCHES.  THE MARK IS 28 FEET NORTH OF CENTER OF ROAD, 5.4
 EM1029'FEET NORTHWEST OF FENCE CORNER POST, 1.7 FEET SOUTH OF WITNESS
 EM1029'POST AND 1.6 FEET WEST OF FENCE.
 EM1029'
 EM1029'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON DIRT ROAD FOR
 EM1029'1.45 MILES TO A FENCE CORNER AND AZIMUTH MARK ON THE LEFT.
 EM1029'
 EM1029'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 82.82 FEET
 EM1029'OR 25.243 METERS.
 EM1029
 EM1029                          STATION RECOVERY (1963)
 EM1029
 EM1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1029'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 EM1029'IT IS NEAR THE SE CORNER OF THE SE 1/4 OF SEC. 21, T. 3 N.,
 EM1029'R. 25 W.  THE DESCRIPTION TO REACH IS ADEQUATE.
 EM1029
 EM1029                          STATION RECOVERY (1973)
 EM1029
 EM1029'RECOVERY NOTE BY US AIR FORCE 1973
 EM1029'STATION AND REFERENCE MARKS WERE REOCVERED AND FOUND TO BE IN GOOD
 EM1029'CONDITION.  ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0791 ***********************************************************************
 EM0791  DESIGNATION -  CLOWERS
 EM0791  PID         -  EM0791
 EM0791  STATE/COUNTY-  OK/COMANCHE
 EM0791  COUNTRY     -  US
 EM0791  USGS QUAD   -  MEERS (2018)
 EM0791
 EM0791                         *CURRENT SURVEY CONTROL
 EM0791  ______________________________________________________________________
 EM0791* NAD 83(1993) POSITION- 34 51 01.75301(N) 098 31 41.59251(W)   ADJUSTED
 EM0791* NAVD 88 ORTHO HEIGHT -   624.5   (meters)     2049.    (feet) VERTCON3
 EM0791  ______________________________________________________________________
 EM0791  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 EM0791  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 EM0791  HORZ ORDER      -  THIRD
 EM0791
 EM0791.The horizontal coordinates were established by classical geodetic methods
 EM0791.and adjusted by the National Geodetic Survey in November 1994.
 EM0791
 EM0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0791
 EM0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0791.GEOID18 height accuracy estimate available here.
 EM0791
 EM0791.Click photographs - Photos may exist for this station.
 EM0791
 EM0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0791
 EM0791. The following values were computed from the NAD 83(1993) position.
 EM0791
 EM0791;                    North         East     Units Scale Factor Converg.
 EM0791;SPC OK S     -   168,415.502   551,694.999   MT  0.99994670   -0 17 59.4
 EM0791;SPC OK S     -   552,543.19  1,810,019.34   sFT  0.99994670   -0 17 59.4
 EM0791;UTM  14      - 3,856,564.308   543,129.024   MT  0.99962293   +0 16 10.5
 EM0791
 EM0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0791!SPC OK S     -   0.99990603  x   0.99994670  =   0.99985274
 EM0791!UTM  14      -   0.99990603  x   0.99962293  =   0.99952900
 EM0791
 EM0791:                Primary Azimuth Mark                     Grid Az
 EM0791:SPC OK S     -  CLOWERS AZ MK                            233 51 26.1
 EM0791:UTM  14      -  CLOWERS AZ MK                            233 17 16.2
 EM0791
 EM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4312956564(NAD 83)
 EM0791
 EM0791|---------------------------------------------------------------------|
 EM0791| PID    Reference Object                     Distance      Geod. Az  |
 EM0791|                                                           dddmmss.s |
 EM0791| CX6951 CLOWERS RM 1                         10.035 METERS 08101     |
 EM0791| CX6952 CLOWERS RM 2                          5.755 METERS 16837     |
 EM0791| CX6950 CLOWERS AZ MK                                      2333326.7 |
 EM0791|---------------------------------------------------------------------|
 EM0791
 EM0791                          SUPERSEDED SURVEY CONTROL
 EM0791
 EM0791  NAD 83(1986)-  34 51 01.76182(N)    098 31 41.57618(W) AD(       ) 3
 EM0791  NAD 27      -  34 51 01.53100(N)    098 31 40.35900(W) AD(       ) 3
 EM0791  NGVD 29 (07/19/86)  624.3    (m)         2048.     (f) VERT ANG       
 EM0791
 EM0791.Superseded values are not recommended for survey control.
 EM0791
 EM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0791.See file dsdata.pdf to determine how the superseded data were derived.
 EM0791
 EM0791_MARKER: DB = BENCH MARK DISK
 EM0791_SETTING: 66 = SET IN ROCK OUTCROP
 EM0791_STAMPING: CLOWERS 1946
 EM0791_MARK LOGO: USGS
 EM0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0791+STABILITY: POSITION/ELEVATION WELL
 EM0791
 EM0791  HISTORY     - Date     Condition        Report By
 EM0791  HISTORY     - 1946     MONUMENTED       USGS
 EM0791  HISTORY     - 1948     GOOD             CGS
 EM0791  HISTORY     - 1963     GOOD             CGS
 EM0791
 EM0791                          STATION DESCRIPTION
 EM0791
 EM0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0791'STATION IS LOCATED ABOUT 7.5 MILES NORTH AND 1 MILE WEST OF
 EM0791'MEDICINE PARK ON THE HIGHEST POINT OF A ROUND TOP HILL, ABOUT
 EM0791'2 MILES NORTH OF A RANCH HOUSE ON THE CLOWERS RANCH.  THE MARK IS
 EM0791'A STANDARD USGS BENCH MARK SET IN A DRILL HOLE IN BED ROCK
 EM0791'AND IS STAMPED CLOWERS 1946.
 EM0791'
 EM0791'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION ON THE
 EM0791'EAST SLOPE OF THE PEAK AND ABOUT 1.5 FEET LOWER THAN THE
 EM0791'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN BED ROCK
 EM0791'AND IS STAMPED CLOWERS NO 1 1947.
 EM0791'
 EM0791'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION ON THE
 EM0791'SOUTH EDGE OF THE PEAK.  IT IS A STANDARD DISK SET IN A DRILL
 EM0791'HOLE IN OUTCROPPING BED ROCK ABOUT 1 FOOT HIGHER THAN THE STATION
 EM0791'AND IS STAMPED CLOWERS NO 2 1947.
 EM0791'
 EM0791'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION ON THE EAST
 EM0791'SLOPE OF A ROCKY HILL, 0.08 MILE NORTH-NORTHWEST OF THE
 EM0791'NORTHWEST CORNER OF CORRAL ENCLOSED BY WIRE FENCE AND 34 FEET
 EM0791'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.  IT IS A
 EM0791'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BED ROCK AND IS
 EM0791'STAMPED CLOWERS 1947.
 EM0791'
 EM0791'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 281, U.S. 62
 EM0791'AND U.S. 277 AT PORTER HILL, (WHICH IS ABOUT 12.5 MILES NORTH OF
 EM0791'LAWTON) GO WEST ON GRAVELED ROAD FOR 7.35 MILES TO CROSSROADS
 EM0791'AT THE LAKE VIEW STORE IN THE NORTHWEST ANGLE, TURN RIGHT AND
 EM0791'GO NORTH FOR 2 MILES TO FORKS, TAKE LEFT FORK AND FOLLOW MAIN
 EM0791'GRAVELED ROAD NORTHWEST FOR 0.65 MILE TO A CATTLE GUARD, CROSS
 EM0791'GUARD AND CONTINUE ON MAIN ROAD FOR 1.1 MILES TO ANOTHER CATTLE
 EM0791'GUARD, CROSS GUARD AND CONTINUE FOR 1.5 MILES TO A WIRE FENCE
 EM0791'ENCLOSED CORRAL ON THE RIGHT, GO NORTH ON MAIN ROAD FOR 0.08
 EM0791'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 EM0791'NORTH FOR 0.25 MILE TO A DIM TRACK ROAD ON THE RIGHT,
 EM0791'OPPOSITE A PECAN TREE ON THE LEFT, TURN RIGHT ON TRACK ROAD
 EM0791'AND FOLLOW DIM ROAD EAST AND NORTHEAST FOR 0.45 MILE TO END
 EM0791'OF TRUCK TRAVEL AT A SMALL CREEK.  THE STATION IS ON THE SUMMIT
 EM0791'OF THE HILL TO THE EAST-SOUTHEAST WITH THE OUTCROPPING
 EM0791'ROCK LEDGE NEAR THE TOP.  PACK EAST AND SOUTHEAST FOR
 EM0791'ABOUT 0.5 MILE TO SUMMIT OF HIGHEST HILL AND STATION.  (ABOUT A
 EM0791'30 MINUTE PACK).
 EM0791'
 EM0791'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0791'
 EM0791'A 4 FOOT SIGNAL AT CLANCY (USGS) IS VISIBLE FROM THE GROUND.
 EM0791
 EM0791                          STATION RECOVERY (1963)
 EM0791
 EM0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0791'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0791'CONDITION.  THE STATION IS ON THE PROPERTY OF G.T. KIMBELL
 EM0791'OF WICHITA FALLS, TEXAS.  IT IS ABOUT 2 MILES DUE NORTH OF THE
 EM0791'KIMBELL FOUNDATION RANCH HEAD-QUARTERS BUILDINGS, NEAR THE WEST
 EM0791'CENTER OF SEC. 1, T 4 N, R 13 W.  THE STATION MARK IS A
 EM0791'STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED CLOWERS 1946
 EM0791'AND SET IN A DRILL HOLE IN BED ROCK.
 EM0791'
 EM0791'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 EM0791'CLOWERS NO 1 1947 AND SET IN A DRILL HOLE IN BED ROCK.  IT IS
 EM0791'32.93 FEET EAST-NORTHEAST OF THE STATION.
 EM0791'
 EM0791'REFERENCE MARK NO. 2 IS 18.88 FEET SOUTH-SOUTHEAST OF THE
 EM0791'STATION.  A STANDARD DISK STAMPED CLOWERS NO 2 1947 AND SET
 EM0791'IN A DRILL HILE IN BED ROCK.
 EM0791'
 EM0791'THE AZIMUTH MARK IS ABOUT 0.9 MILE WEST-SOUTHWEST OF THE
 EM0791'STATION.  THERE IS A NEW HIGHWAY UNDERCONSTRUCTION AT THE
 EM0791'PRESENT TIME AT THE SITE OF THE AZIMUTH MARK.  THE MARK IS ON THE
 EM0791'NORTHEAST END OF A RIDGE AND ABOUT 5 FEET HIGHER THAN THE ROAD
 EM0791'BED, 221 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 EM0791'BRIDGE, 111.0 FEET SOUTHWEST OF THE CENTER OF THE NEW HIGHWAY,
 EM0791'43.0 FEET NORTHWEST OF A 16-INCH OAK TREE WITH TRIANGULAR
 EM0791'BLAZE, 11 FEET SOUTHWEST OF A PAINTED TRIANGLE ON BED ROCK
 EM0791'FACING HIGHWAY AND 16.5 FEET SOUTHWEST OF A RIGHT-OF-WAY
 EM0791'FENCE WHICH WAS UNDER CONSTRUCTION AT THIS TIME.  A STANDARD
 EM0791'DISK STAMPED CLOWERS 1947 AND SET IN A DRILL HOLE IN BED
 EM0791'ROCK.
 EM0791'
 EM0791'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62, 281 AND 277 ABOUT
 EM0791'12-1/2 MILES NORTH OF LAWTON, GO WEST ON GRADED ROAD FOR 7.25
 EM0791'MILES TO A CROSS ROAD AND MC CLUNG GROCERY IN THE NORTHWEST
 EM0791'ANGLE.  (THERE IS CONSTRUCTION JUST WEST OF THIS CROSS ROAD)
 EM0791'FROM HERE, CONTINUE WEST TO THE NEW HIGHWAY (WHICH ACCORDING
 EM0791'TO LOCAL INFORMATION WILL BE STATE HIGHWAY 58) AND FOLLOW THE
 EM0791'NEW HIGHWAY NORTH-NORTHWEST FOR 2.9 MILES TO THE KIMBELL
 EM0791'FOUNDATION RANCH BUILDINGS ON THE LEFT, WEST SIDE OF THE ROAD,
 EM0791'CONTINUE NORTHWEST FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 EM0791'LEFT, WEST SIDE OF THE ROAD, CONTINUE AHEAD, NORTHWEST FOR
 EM0791'0.25 MILE TO A STEEL GATE ON THE RIGHT IN RIGHT-OF-WAY
 EM0791'FENCE, TURN RIGHT, PASS THROUGH GATE AND GO NORTH AND EAST
 EM0791'ON TRACK ROAD IN PASTURE FOR 0.55 MILE TO A WIRE GATE IN
 EM0791'NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND CONTINUE EAST
 EM0791'AND SOUTHEAST FOR 0.25 MILE TO AN EARTH STOCK POND,
 EM0791'THENCE CONTINUE EASTERLY ON TRACK ROAD FOR 0.25 MILE TO
 EM0791'THE END OF TRUCK TRAVEL.  THENCE PACK NORTH ON THE WEST SIDE OF
 EM0791'WASH AND UP RIDGE TO THE HIGHEST POINT AND THE STATION.
 EM0791'ABOUT 15 MINUTE PACK.
 EM0791'
 EM0791'NOTE--THIS STATION IS LISTED ON THE STATE TRIANGULATION
 EM0791'DIAGRAM AS STATION GLOWERS (USGS)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0831 ***********************************************************************
 GH0831  DESIGNATION -  CLYDE
 GH0831  PID         -  GH0831
 GH0831  STATE/COUNTY-  OK/GRANT
 GH0831  COUNTRY     -  US
 GH0831  USGS QUAD   -  WAKITA SE (2018)
 GH0831
 GH0831                         *CURRENT SURVEY CONTROL
 GH0831  ______________________________________________________________________
 GH0831* NAD 83(1997) POSITION- 36 52 07.71836(N) 097 44 59.51276(W)   ADJUSTED
 GH0831* NAVD 88 ORTHO HEIGHT -   341.66  (+/-2cm)     1120.9   (feet) VERTCON3
 GH0831  ______________________________________________________________________
 GH0831  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 GH0831  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 GH0831  HORZ ORDER      -  SECOND
 GH0831  VERT ORDER      -  THIRD ? (See Below)
 GH0831
 GH0831.The horizontal coordinates were established by classical geodetic methods
 GH0831.and adjusted by the National Geodetic Survey in October 1998.
 GH0831
 GH0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0831
 GH0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0831.GEOID18 height accuracy estimate available here.
 GH0831
 GH0831.The vertical order pertains to the NGVD 29 superseded value.
 GH0831
 GH0831.Click photographs - Photos may exist for this station.
 GH0831
 GH0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0831
 GH0831. The following values were computed from the NAD 83(1997) position.
 GH0831
 GH0831;                    North         East     Units Scale Factor Converg.
 GH0831;SPC OK N     -   207,387.392   622,303.585   MT  1.00002023   +0 08 51.4
 GH0831;SPC OK N     -   680,403.47  2,041,674.35   sFT  1.00002023   +0 08 51.4
 GH0831;UTM  14      - 4,081,048.676   611,425.432   MT  0.99975295   +0 45 00.5
 GH0831
 GH0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0831!SPC OK N     -   0.99995081  x   1.00002023  =   0.99997103
 GH0831!UTM  14      -   0.99995081  x   0.99975295  =   0.99970377
 GH0831
 GH0831:                Primary Azimuth Mark                     Grid Az
 GH0831:SPC OK N     -  CLYDE AZ MK                              089 37 04.8
 GH0831:UTM  14      -  CLYDE AZ MK                              089 00 55.7
 GH0831
 GH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1142581048(NAD 83)
 GH0831
 GH0831|---------------------------------------------------------------------|
 GH0831| PID    Reference Object                     Distance      Geod. Az  |
 GH0831|                                                           dddmmss.s |
 GH0831| CL4520 CLYDE AZ MK                                        0894556.2 |
 GH0831| GH0829 MEDFORD RAD STA KKI 571 MAST        APPROX. 6.8 KM 1675939.9 |
 GH0831| GH0832 MEDFORD MUNICIPAL TANK              APPROX. 6.9 KM 1683214.3 |
 GH0831| GH0830 MEDFORD CLYDE COOP ASSN ELEV        APPROX. 7.3 KM 1685926.9 |
 GH0831| CL4521 CLYDE RM 1                           34.299 METERS 21442     |
 GH0831| GH0870 CLYDE CLYDE COOP ASSN ELEV          APPROX. 6.9 KM 2493147.7 |
 GH0831| GH0871 CLYDE ST ANTHONYS CHURCH SPIRE      APPROX. 6.7 KM 2494301.9 |
 GH0831| GH0833 TT 67 L                              28.814 METERS 31432     |
 GH0831|---------------------------------------------------------------------|
 GH0831
 GH0831                          SUPERSEDED SURVEY CONTROL
 GH0831
 GH0831  NAD 83(1993)-  36 52 07.72010(N)    097 44 59.51375(W) AD(       ) 2
 GH0831  NAD 83(1986)-  36 52 07.72581(N)    097 44 59.50373(W) AD(       ) 2
 GH0831  NAD 27      -  36 52 07.63170(N)    097 44 58.31155(W) AD(       ) 2
 GH0831  NGVD 29             341.55   (m)         1120.6    (f) LEVELING    3  
 GH0831
 GH0831.Superseded values are not recommended for survey control.
 GH0831
 GH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0831.See file dsdata.pdf to determine how the superseded data were derived.
 GH0831
 GH0831_MARKER: DS = TRIANGULATION STATION DISK
 GH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0831_STAMPING: CLYDE 1958
 GH0831_MARK LOGO: CGS
 GH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0831+STABILITY: SURFACE MOTION
 GH0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0831+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 GH0831
 GH0831  HISTORY     - Date     Condition        Report By
 GH0831  HISTORY     - 1958     MONUMENTED       CGS
 GH0831  HISTORY     - 20101108 GOOD             INDIV
 GH0831  HISTORY     - 20120503 POOR             INDIV
 GH0831  HISTORY     - 20120807 GOOD             INDIV
 GH0831
 GH0831                          STATION DESCRIPTION
 GH0831
 GH0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0831'STATION IS LOCATED 1 MILE WEST AND 4 MILES NORTH OF MEDFORD,
 GH0831'IN THE SOUTHWEST 1/4 OF SECTION 28, T 28 N, R 5 W AND IN A
 GH0831'PASTURE FENCE LINE ON PROPERTY OF MR. JOE KRETCHMAR SR.
 GH0831'
 GH0831'STATION IS REACHED FROM MEDFORD, FROM THE INTERSECTION OF U.S.
 GH0831'HIGHWAY 81 AND STATE HIGHWAY 11 BY GOING WEST ON STATE HIGHWAY
 GH0831'11 FOR 1.0 MILE TO CROSSROADS, TURN RIGHT, NORTH, 4.0 MILES
 GH0831'TO CROSSROADS AND STATION IN THE NORTHEAST ANGLE.
 GH0831'
 GH0831'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 11 INCH
 GH0831'SQUARE CONCRETE POST.  IT IS STAMPED CLYDE 1958 AND PROJECTS 2
 GH0831'INCHES.  IT IS 93 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 GH0831'GRAVEL ROAD, 37 FEET NORTH OF THE EAST-WEST GRAVEL ROAD AND
 GH0831'65 FEET EAST OF A TELEPHONE POLE AND ROAD RIGHT-OF-WAY FENCE
 GH0831'CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET EAST
 GH0831'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 GH0831'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 GH0831'
 GH0831'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 11
 GH0831'INCH SQUARE, CONCRETE POST.  IT IS STAMPED CLYDE NO 1 1958 AND
 GH0831'PROJECTS 3 INCHES.  IT IS 135 FEET SOUTH OF THE TELEPHONE POLE,
 GH0831'98 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 27 FEET
 GH0831'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.
 GH0831'
 GH0831'TT 67 L IS A U.S. GEOLOGICAL SURVEY DISK AND IS USED AS
 GH0831'REFERENCE MARK NO. 2.  THE DISK HAS A TRIANGLE AND CROSS CAST
 GH0831'IN ITS CENTER.  IT IS SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 GH0831'POST THAT PROJECTS 2 INCHES.  IT IS 104 FEET NORTH OF THE
 GH0831'CENTER OF THE EAST-WEST ROAD, 68 FEET SOUTH OF A TELEPHONE
 GH0831'POLE, 67 FEET NORTH OF A TELEPHONE POLE, 25 FEET EAST OF THE
 GH0831'CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT WEST OF A ROAD
 GH0831'RIGHT-OF-WAY FENCE.
 GH0831'
 GH0831'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ON THE
 GH0831'GRAVEL ROAD 0.5 MILE TO THE CREST OF A SMALL HILL AND THE
 GH0831'MARK ON THE LEFT.  IT IS A STANDARD DISK SET IN THE TOP OF A 11
 GH0831'INCH SQUARE CONCRETE POST, STAMPED CLYDE 1958 AND PROJECTS
 GH0831'6 INCHES.  IT IS 31 FEET NORTH OF THE GRAVEL ROAD AND 1 FOOT
 GH0831'SOUTH OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE
 GH0831'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 GH0831'
 GH0831'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GH0831
 GH0831                          STATION RECOVERY (2010)
 GH0831
 GH0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JM)
 GH0831'STATION IS ABOVE GROUND UNDER EAST/WEST FENCE
 GH0831
 GH0831                          STATION RECOVERY (2012)
 GH0831
 GH0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MK)
 GH0831'TRISTATION CLYDE HAS BEEN PULLED OUT OF THE GROUND AND IS LYING ON ITS
 GH0831'SIDE.
 GH0831'COMPLETELY DESTROYED AS A MARK.
 GH0831'
 GH0831
 GH0831                          STATION RECOVERY (2012)
 GH0831
 GH0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 GH0831'PREVIOUS REPORT OF CLYDE BEING DESTROYED IS IN ERROR, REFERENCE MARK
 GH0831'WAS DESTROYED.  FOUND TRISTATION CLYDE IN TACT. WOODEN GUIDE POST CUT
 GH0831'OFF 1' ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0870 ***********************************************************************
 GH0870  DESIGNATION -  CLYDE CLYDE COOP ASSN ELEV
 GH0870  PID         -  GH0870
 GH0870  STATE/COUNTY-  OK/GRANT
 GH0870  COUNTRY     -  US
 GH0870  USGS QUAD   -  WAKITA SE (2018)
 GH0870
 GH0870                         *CURRENT SURVEY CONTROL
 GH0870  ______________________________________________________________________
 GH0870* NAD 83(1997) POSITION- 36 50 49.23507(N) 097 49 20.84891(W)   ADJUSTED
 GH0870  ______________________________________________________________________
 GH0870  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 GH0870  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 GH0870  HORZ ORDER      -  THIRD
 GH0870
 GH0870.The horizontal coordinates were established by classical geodetic methods
 GH0870.and adjusted by the National Geodetic Survey in October 1998.
 GH0870
 GH0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0870.GEOID18 height accuracy estimate available here.
 GH0870
 GH0870.Click photographs - Photos may exist for this station.
 GH0870
 GH0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0870
 GH0870. The following values were computed from the NAD 83(1997) position.
 GH0870
 GH0870;                    North         East     Units Scale Factor Converg.
 GH0870;SPC OK N     -   204,953.739   615,835.152   MT  1.00001565   +0 06 17.2
 GH0870;SPC OK N     -   672,419.06  2,020,452.49   sFT  1.00001565   +0 06 17.2
 GH0870;UTM  14      - 4,078,547.883   604,984.688   MT  0.99973578   +0 42 22.4
 GH0870
 GH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0498478547(NAD 83)
 GH0870
 GH0870                          SUPERSEDED SURVEY CONTROL
 GH0870
 GH0870  NAD 83(1993)-  36 50 49.23657(N)    097 49 20.85072(W) AD(       ) 3
 GH0870  NAD 83(1986)-  36 50 49.24196(N)    097 49 20.84001(W) AD(       ) 3
 GH0870  NAD 27      -  36 50 49.14716(N)    097 49 19.63930(W) AD(       ) 3
 GH0870
 GH0870.Superseded values are not recommended for survey control.
 GH0870
 GH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0870.See file dsdata.pdf to determine how the superseded data were derived.
 GH0870
 GH0870_MARKER: 65 = GRAIN ELEVATOR
 GH0870
 GH0870  HISTORY     - Date     Condition        Report By
 GH0870  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0870
 GH0870                          STATION DESCRIPTION
 GH0870
 GH0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0870'STATION IS THE CENTER OF THE HEADHOUSE ATOP THE ELEVATOR.
 GH0870'IT IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF CLYDE,
 GH0870'2.3 MILES NORTH OF STATE HIGHWAY 11, 150 FEET EAST OF A
 GH0870'NORTH-SOUTH SECTION LINE ROAD AND 75 FEET SOUTH OF RAILROAD
 GH0870'TRACKS.  IT IS A CONCRETE STRUCTURE, WHITE IN COLOR, AND
 GH0870'145 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0871 ***********************************************************************
 GH0871  DESIGNATION -  CLYDE ST ANTHONYS CHURCH SPIRE
 GH0871  PID         -  GH0871
 GH0871  STATE/COUNTY-  OK/GRANT
 GH0871  COUNTRY     -  US
 GH0871  USGS QUAD   -  WAKITA SE (2018)
 GH0871
 GH0871                         *CURRENT SURVEY CONTROL
 GH0871  ______________________________________________________________________
 GH0871* NAD 83(1997) POSITION- 36 50 51.75068(N) 097 49 15.02417(W)   ADJUSTED
 GH0871  ______________________________________________________________________
 GH0871  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 GH0871  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 GH0871  HORZ ORDER      -  THIRD
 GH0871
 GH0871.The horizontal coordinates were established by classical geodetic methods
 GH0871.and adjusted by the National Geodetic Survey in October 1998.
 GH0871
 GH0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0871.GEOID18 height accuracy estimate available here.
 GH0871
 GH0871.Click photographs - Photos may exist for this station.
 GH0871
 GH0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0871
 GH0871. The following values were computed from the NAD 83(1997) position.
 GH0871
 GH0871;                    North         East     Units Scale Factor Converg.
 GH0871;SPC OK N     -   205,031.553   615,979.318   MT  1.00001579   +0 06 20.6
 GH0871;SPC OK N     -   672,674.35  2,020,925.48   sFT  1.00001579   +0 06 20.6
 GH0871;UTM  14      - 4,078,627.183   605,127.989   MT  0.99973615   +0 42 25.9
 GH0871
 GH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0512778627(NAD 83)
 GH0871
 GH0871                          SUPERSEDED SURVEY CONTROL
 GH0871
 GH0871  NAD 83(1993)-  36 50 51.75224(N)    097 49 15.02590(W) AD(       ) 3
 GH0871  NAD 83(1986)-  36 50 51.75761(N)    097 49 15.01526(W) AD(       ) 3
 GH0871  NAD 27      -  36 50 51.66324(N)    097 49 13.81454(W) AD(       ) 3
 GH0871
 GH0871.Superseded values are not recommended for survey control.
 GH0871
 GH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0871.See file dsdata.pdf to determine how the superseded data were derived.
 GH0871
 GH0871_MARKER: 90 = CHURCH SPIRE
 GH0871
 GH0871  HISTORY     - Date     Condition        Report By
 GH0871  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0871
 GH0871                          STATION DESCRIPTION
 GH0871
 GH0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0871'THE STATION IS THE CROSS ON THE APEX OF THE SPIRE ATOP THE
 GH0871'CHURCH.  IT IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF
 GH0871'CLYDE, ABOUT 2 MILES NORTH OF STATE HIGHWAY 11.  IT IS A WOOD
 GH0871'FRAME BUILDING, PAINTED WHITE IN COLOR, AND IS 70 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0707 ***********************************************************************
 EL0707  DESIGNATION -  COAL
 EL0707  PID         -  EL0707
 EL0707  STATE/COUNTY-  OK/COAL
 EL0707  COUNTRY     -  US
 EL0707  USGS QUAD   -  CENTRAHOMA (2018)
 EL0707
 EL0707                         *CURRENT SURVEY CONTROL
 EL0707  ______________________________________________________________________
 EL0707* NAD 83(1993) POSITION- 34 33 44.36698(N) 096 15 00.37154(W)   ADJUSTED
 EL0707* NAVD 88 ORTHO HEIGHT -   220.38  (+/-2cm)      723.0   (feet) VERTCON3
 EL0707  ______________________________________________________________________
 EL0707  GEOID HEIGHT    -        -27.765 (meters)                     GEOID18
 EL0707  LAPLACE CORR    -         -7.61  (seconds)                    DEFLEC18
 EL0707  HORZ ORDER      -  THIRD
 EL0707  VERT ORDER      -  THIRD ? (See Below)
 EL0707
 EL0707.The horizontal coordinates were established by classical geodetic methods
 EL0707.and adjusted by the National Geodetic Survey in November 1994.
 EL0707
 EL0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0707
 EL0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0707.GEOID18 height accuracy estimate available here.
 EL0707
 EL0707.The vertical order pertains to the NGVD 29 superseded value.
 EL0707
 EL0707.Click photographs - Photos may exist for this station.
 EL0707
 EL0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0707
 EL0707. The following values were computed from the NAD 83(1993) position.
 EL0707
 EL0707;                    North         East     Units Scale Factor Converg.
 EL0707;SPC OK S     -   137,715.519   760,572.476   MT  0.99993601   +0 59 35.8
 EL0707;SPC OK S     -   451,821.67  2,495,311.53   sFT  0.99993601   +0 59 35.8
 EL0707;UTM  14      - 3,827,944.499   752,296.223   MT  1.00038465   +1 33 39.0
 EL0707
 EL0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0707!SPC OK S     -   0.99996976  x   0.99993601  =   0.99990578
 EL0707!UTM  14      -   0.99996976  x   1.00038465  =   1.00035440
 EL0707
 EL0707:                Primary Azimuth Mark                     Grid Az
 EL0707:SPC OK S     -  MEGAS                                    194 08 56.5
 EL0707:UTM  14      -  MEGAS                                    193 34 53.3
 EL0707
 EL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5229627944(NAD 83)
 EL0707
 EL0707|---------------------------------------------------------------------|
 EL0707| PID    Reference Object                     Distance      Geod. Az  |
 EL0707|                                                           dddmmss.s |
 EL0707| CX9260 COAL AZ MK                                         1291155.8 |
 EL0707| CX9261 COAL RM 1                            29.090 METERS 16319     |
 EL0707| EL0759 MEGAS                               APPROX.13.0 KM 1950832.3 |
 EL0707| CX9262 COAL RM 2                             8.106 METERS 27107     |
 EL0707|---------------------------------------------------------------------|
 EL0707
 EL0707                          SUPERSEDED SURVEY CONTROL
 EL0707
 EL0707  NAD 83(1986)-  34 33 44.37110(N)    096 15 00.36390(W) AD(       ) 3
 EL0707  NAD 27      -  34 33 44.04320(N)    096 14 59.37190(W) AD(       ) 3
 EL0707  NGVD 29             220.31   (m)          722.8    (f) LEVELING    3  
 EL0707
 EL0707.Superseded values are not recommended for survey control.
 EL0707
 EL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0707.See file dsdata.pdf to determine how the superseded data were derived.
 EL0707
 EL0707_MARKER: DS = TRIANGULATION STATION DISK
 EL0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0707_STAMPING: COAL 1955
 EL0707_MARK LOGO: CGS
 EL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0707+STABILITY: SURFACE MOTION
 EL0707
 EL0707  HISTORY     - Date     Condition        Report By
 EL0707  HISTORY     - 1955     MONUMENTED       CGS
 EL0707  HISTORY     - 1969     GOOD             DMA
 EL0707
 EL0707                          STATION DESCRIPTION
 EL0707
 EL0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0707'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES NORTHWEST OF
 EL0707'COALGATE, 0.1 MILE SOUTH OF U.S. HIGHWAY 75 AND STATE HIGHWAY
 EL0707'3 AND ON THE WEST SIDE OF MR. C.H. SEWELLS HOUSE.
 EL0707'
 EL0707'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN COALGATE,
 EL0707'GO NORTH ON THE MAIN STREET FOR 0.1 MILE.  TURN LEFT AND GO
 EL0707'NORTHWEST ON U.S. HIGHWAY 75 AND STATE HIGHWAY 3 FOR 1.8
 EL0707'MILES TO THE AZIMUTH MARK ON THE RIGHT CUT BANK OF THE HIGHWAY
 EL0707'ABOUT 10 FEET HIGHER THAN THE ROAD BED.  CONTINUE ON THE
 EL0707'HIGHWAY FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT,
 EL0707'THEN LEFT AGAIN, SOUTHEAST, AND GO 0.1 MILE TO MR. C.H. SEWELLS
 EL0707'HOUSE.  GO THROUGH THE GATE AT THE SOUTHEAST CORNER OF THE
 EL0707'YARD, THEN TURN RIGHT AROUND TO THE BACK OF THE HOUSE AND THE
 EL0707'STATION.
 EL0707'
 EL0707'STATION MARK, STAMPED COAL 1955, IS A STANDARD DISK SET IN THE TOP
 EL0707'OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 EL0707'IT IS ABOUT 50 FEET WEST OF THE BUILDING AND 6.0 FEET WEST
 EL0707'OF A WITNESS POST.
 EL0707'
 EL0707'REFERENCE MARK NUMBER 1, STAMPED COAL NO 1 1955, IS A STANDARD
 EL0707'DISK CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP THAT
 EL0707'PROJECTS 3 INCHES AND IS 4 FEET LOWER THAN THE STATION.  IT IS ABOUT
 EL0707'20 FEET WEST OF THE CHICKEN HOUSE.
 EL0707'
 EL0707'REFERENCE MARK NUMBER 2, STAMPED COAL NO 2 1955, IS A STANDARD
 EL0707'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET
 EL0707'IN LENGTH AND 10 INCHES WIDE, PROJECTING 3 INCHES AND AT ABOUT
 EL0707'THE SAME ELEVATION AS THE STATION.
 EL0707'
 EL0707'AZIMUTH MARK, STAMPED COAL 1955, IS A STANDARD DISK CEMENTED
 EL0707'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 FEET
 EL0707'ON THE EAST SIDE.  IT IS 40.0 FEET NORTH OF THE CENTERLINE
 EL0707'OF THE HIGHWAY, 4.0 FEET NORTH OF THE EDGE OF THE CUT BANK
 EL0707'AND 3.0 FEET EAST OF A WITNESS POST.
 EL0707'
 EL0707'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0707
 EL0707                          STATION RECOVERY (1969)
 EL0707
 EL0707'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0707'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 EL0707'AS DESCRIBED.  A THOUROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT
 EL0707'IT WAS NOT FOUND.
 EL0707'
 EL0707'ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0732 ***********************************************************************
 GG0732  DESIGNATION -  COAL
 GG0732  PID         -  GG0732
 GG0732  STATE/COUNTY-  OK/OTTAWA
 GG0732  COUNTRY     -  US
 GG0732  USGS QUAD   -  MIAMI SW (2018)
 GG0732
 GG0732                         *CURRENT SURVEY CONTROL
 GG0732  ______________________________________________________________________
 GG0732* NAD 83(1997) POSITION- 36 50 43.60409(N) 094 54 26.46347(W)   ADJUSTED
 GG0732* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 GG0732  ______________________________________________________________________
 GG0732  GEOID HEIGHT    -        -29.378 (meters)                     GEOID18
 GG0732  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 GG0732  HORZ ORDER      -  SECOND
 GG0732
 GG0732.The horizontal coordinates were established by classical geodetic methods
 GG0732.and adjusted by the National Geodetic Survey in October 1998.
 GG0732
 GG0732.The orthometric height was scaled from a topographic map.
 GG0732
 GG0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0732.GEOID18 height accuracy estimate available here.
 GG0732
 GG0732.Click photographs - Photos may exist for this station.
 GG0732
 GG0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0732
 GG0732. The following values were computed from the NAD 83(1997) position.
 GG0732
 GG0732;                    North         East     Units Scale Factor Converg.
 GG0732;SPC OK N     -   209,158.687   875,795.605   MT  1.00001532   +1 49 30.4
 GG0732;SPC OK N     -   686,214.79  2,873,339.41   sFT  1.00001532   +1 49 30.4
 GG0732;SPC OK N     -   686,214.79  2,873,339.41   sFT  1.00001532   +1 49 30.4
 GG0732;SPC MO W     -    75,396.033   813,669.804   MT  0.99995743   -0 14 39.4
 GG0732;SPC OK N     -   209,158.687   875,795.605   MT  1.00001532   +1 49 30.4
 GG0732;UTM  15      - 4,079,425.134   329,939.639   MT  0.99995630   -1 08 38.5
 GG0732
 GG0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0732!SPC OK N     -   0.99996458  x   1.00001532  =   0.99997990
 GG0732!SPC MO W     -   0.99996458  x   0.99995743  =   0.99992201
 GG0732!SPC OK N     -   0.99996458  x   1.00001532  =   0.99997990
 GG0732!UTM  15      -   0.99996458  x   0.99995630  =   0.99992088
 GG0732
 GG0732:                Primary Azimuth Mark                     Grid Az
 GG0732:SPC OK N     -  COAL AZ MK                               214 14 04.7
 GG0732:SPC MO W     -  COAL AZ MK                               216 18 14.5
 GG0732:SPC OK N     -  COAL AZ MK                               214 14 04.7
 GG0732:UTM  15      -  COAL AZ MK                               217 12 13.6
 GG0732
 GG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2993979425(NAD 83)
 GG0732
 GG0732|---------------------------------------------------------------------|
 GG0732| PID    Reference Object                     Distance      Geod. Az  |
 GG0732|                                                           dddmmss.s |
 GG0732| GG0716 COMMERCE MUNICIPAL TANK             APPROX.10.1 KM 0163912.3 |
 GG0732| GG0740 AIRPORT BEACON MIAMI MUN APT        APPROX. 6.4 KM 0181858.1 |
 GG0732| GG0738 MIAMI MUNICIPAL TANK                APPROX. 5.4 KM 0273633.2 |
 GG0732| CI0613 COAL RM 1                            15.888 METERS 02952     |
 GG0732| CI0614 COAL RM 2                            14.518 METERS 21238     |
 GG0732| CI0612 COAL AZ MK                                         2160335.1 |
 GG0732|---------------------------------------------------------------------|
 GG0732
 GG0732                          SUPERSEDED SURVEY CONTROL
 GG0732
 GG0732  NAD 83(1993)-  36 50 43.60563(N)    094 54 26.46285(W) AD(       ) 2
 GG0732  NAD 83(1986)-  36 50 43.62451(N)    094 54 26.45675(W) AD(       ) 2
 GG0732  NAD 27      -  36 50 43.36680(N)    094 54 25.61690(W) AD(       ) 2
 GG0732
 GG0732.Superseded values are not recommended for survey control.
 GG0732
 GG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0732.See file dsdata.pdf to determine how the superseded data were derived.
 GG0732
 GG0732_MARKER: DS = TRIANGULATION STATION DISK
 GG0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0732_STAMPING: COAL 1960
 GG0732_MARK LOGO: CGS
 GG0732_PROJECTION: FLUSH
 GG0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0732+STABILITY: SURFACE MOTION
 GG0732
 GG0732  HISTORY     - Date     Condition        Report By
 GG0732  HISTORY     - 1960     MONUMENTED       CGS
 GG0732
 GG0732                          STATION DESCRIPTION
 GG0732
 GG0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0732'ABOUT 3-1/2 MILES NORTHEAST OF NARCISSA, 2-1/2 MILES SOUTHWEST
 GG0732'OF MIAMI, ABOUT 1 MILE EAST OF COAL CREEK, IN THE SOUTHWEST
 GG0732'1/4 OF SECTION 1, T 27 N, R 22 E. AND ON THE HIGHWAY
 GG0732'RIGHT-OF-WAY.  IT IS 3 FEET WEST OF A WITNESS POST, 49 FEET
 GG0732'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 66 AND 69, 63
 GG0732'FEET SOUTHWEST OF THE CENTERLINE OF A PAVED DRIVEWAY, 66 FEET
 GG0732'SOUTH OF THE INTERSECTION OF HIGHWAY 66 AND 69 AND THE PAVED
 GG0732'DRIVEWAY AND 137 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GG0732'HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COAL
 GG0732'1960.
 GG0732'
 GG0732'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59, 66 AND 69 AND
 GG0732'STATE HIGHWAY 10 ABOUT 2 MILES SOUTHWEST OF MIAMI, GO SOUTHWEST
 GG0732'ON HIGHWAY 66 AND 69 FOR 1.0 MILE TO A PAVED DRIVEWAY LEFT
 GG0732'AND THE STATION JUST SOUTHWEST OF THE DRIVEWAY.
 GG0732'
 GG0732'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 GG0732'HIGHWAY 66 AND 69 FOR 0.5 MILE TO THE TOP OF A HILL AND THE
 GG0732'AZIMUTH MARK ON THE RIGHT.
 GG0732'
 GG0732'REFERENCE MARK 1 IS 12 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GG0732'DRIVEWAY, 49 FEET NORTHEAST OF THE WITNESS POST AND 46 FEET
 GG0732'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS
 GG0732'FLUSH AND THE DISK IS STAMPED COAL NO 1 1960.
 GG0732'
 GG0732'REFERENCE MARK 2 IS 50 FEET SOUTHWEST OF THE WITNESS POST AND
 GG0732'50 FEET SOUTHEAST OF THE HIGHWAY.  THE MONUMENT PROJECTS 1
 GG0732'INCH AND THE DISK IS STAMPED COAL NO 2 1960.
 GG0732'
 GG0732'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF A BOARD FENCE, 2 FEET
 GG0732'NORTHWEST OF A WITNESS POST, 12 FEET SOUTHEAST OF A POWER POLE
 GG0732'AND 49 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 GG0732'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED COAL 1960.
 GG0732'
 GG0732'NO MEASUREMENT BETWEEN R.MS NEAR 180 DEGREES
 GG0732'
 GG0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0708 ***********************************************************************
 EL0708  DESIGNATION -  COALGATE MUNICIPAL TANK
 EL0708  PID         -  EL0708
 EL0708  STATE/COUNTY-  OK/COAL
 EL0708  COUNTRY     -  US
 EL0708  USGS QUAD   -  COALGATE (2018)
 EL0708
 EL0708                         *CURRENT SURVEY CONTROL
 EL0708  ______________________________________________________________________
 EL0708* NAD 83(1993) POSITION- 34 32 18.75307(N) 096 13 54.03174(W)   ADJUSTED
 EL0708  ______________________________________________________________________
 EL0708  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 EL0708  LAPLACE CORR    -         -7.84  (seconds)                    DEFLEC18
 EL0708  HORZ ORDER      -  THIRD
 EL0708
 EL0708.The horizontal coordinates were established by classical geodetic methods
 EL0708.and adjusted by the National Geodetic Survey in November 1994.
 EL0708
 EL0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0708.GEOID18 height accuracy estimate available here.
 EL0708
 EL0708.Click photographs - Photos may exist for this station.
 EL0708
 EL0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0708
 EL0708. The following values were computed from the NAD 83(1993) position.
 EL0708
 EL0708;                    North         East     Units Scale Factor Converg.
 EL0708;SPC OK S     -   135,107.407   762,309.463   MT  0.99993626   +1 00 13.4
 EL0708;SPC OK S     -   443,264.88  2,501,010.30   sFT  0.99993626   +1 00 13.4
 EL0708;UTM  14      - 3,825,352.530   754,059.740   MT  1.00039566   +1 34 13.3
 EL0708
 EL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5405925352(NAD 83)
 EL0708
 EL0708                          SUPERSEDED SURVEY CONTROL
 EL0708
 EL0708  NAD 83(1986)-  34 32 18.75749(N)    096 13 54.02379(W) AD(       ) 3
 EL0708  NAD 27      -  34 32 18.43100(N)    096 13 53.03400(W) AD(       ) 3
 EL0708
 EL0708.Superseded values are not recommended for survey control.
 EL0708
 EL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0708.See file dsdata.pdf to determine how the superseded data were derived.
 EL0708
 EL0708_MARKER: 53 = ELEVATED TANK
 EL0708
 EL0708  HISTORY     - Date     Condition        Report By
 EL0708  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0708
 EL0708                          STATION DESCRIPTION
 EL0708
 EL0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0708'STATION IS LOCATED ON THE TOP OF A LOW GRASSY HILL AT THE
 EL0708'SOUTHWEST PART OF COALGATE.  IT IS A METAL WATER TANK, COLORED
 EL0708'SILVER THAT IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.  THE
 EL0708'TANK IS ABOUT 75 FEET IN HEIGHT.  THE TOP OF THE TANK WAS
 EL0708'INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0866 ***********************************************************************
 GG0866  DESIGNATION -  COBB
 GG0866  PID         -  GG0866
 GG0866  STATE/COUNTY-  OK/NOWATA
 GG0866  COUNTRY     -  US
 GG0866  USGS QUAD   -  NOWATA WEST (2019)
 GG0866
 GG0866                         *CURRENT SURVEY CONTROL
 GG0866  ______________________________________________________________________
 GG0866* NAD 83(1997) POSITION- 36 41 03.13548(N) 095 42 52.38678(W)   ADJUSTED
 GG0866* NAVD 88 ORTHO HEIGHT -   275.7   (meters)      905.    (feet) VERTCON3
 GG0866  ______________________________________________________________________
 GG0866  GEOID HEIGHT    -        -29.296 (meters)                     GEOID18
 GG0866  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 GG0866  HORZ ORDER      -  FIRST
 GG0866
 GG0866.The horizontal coordinates were established by classical geodetic methods
 GG0866.and adjusted by the National Geodetic Survey in October 1998.
 GG0866
 GG0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0866
 GG0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0866.GEOID18 height accuracy estimate available here.
 GG0866
 GG0866.Click photographs - Photos may exist for this station.
 GG0866
 GG0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0866
 GG0866. The following values were computed from the NAD 83(1997) position.
 GG0866
 GG0866;                    North         East     Units Scale Factor Converg.
 GG0866;SPC OK N     -   189,276.333   804,248.033   MT  0.99998599   +1 20 55.5
 GG0866;SPC OK N     -   620,984.10  2,638,603.75   sFT  0.99998599   +1 20 55.5
 GG0866;UTM  15      - 4,063,275.098   257,448.468   MT  1.00032486   -1 37 20.9
 GG0866
 GG0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0866!SPC OK N     -   0.99996133  x   0.99998599  =   0.99994732
 GG0866!UTM  15      -   0.99996133  x   1.00032486  =   1.00028617
 GG0866
 GG0866:                Primary Azimuth Mark                     Grid Az
 GG0866:SPC OK N     -  COBB AZ MK                               216 37 16.3
 GG0866:UTM  15      -  COBB AZ MK                               219 35 32.7
 GG0866
 GG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5744863275(NAD 83)
 GG0866
 GG0866|---------------------------------------------------------------------|
 GG0866| PID    Reference Object                     Distance      Geod. Az  |
 GG0866|                                                           dddmmss.s |
 GG0866| CI0619 COBB RM 1                            44.220 METERS 00023     |
 GG0866| GG0854 DELAWARE MUN OPEN TOP TANK          APPROX.12.7 KM 0312442.2 |
 GG0866| GG0865 NOWATA MUNICIPAL TANK               APPROX. 7.0 KM 0722407.5 |
 GG0866| CI0620 COBB RM 2                            98.024 METERS 10638     |
 GG0866| CI0618 COBB AZ MK                                         2175811.8 |
 GG0866| CI0621 COBB RM 3                            64.230 METERS 31311     |
 GG0866|---------------------------------------------------------------------|
 GG0866
 GG0866                          SUPERSEDED SURVEY CONTROL
 GG0866
 GG0866  NAD 83(1993)-  36 41 03.13719(N)    095 42 52.38768(W) AD(       ) 1
 GG0866  NAD 83(1986)-  36 41 03.15983(N)    095 42 52.36839(W) AD(       ) 1
 GG0866  NAD 27      -  36 41 02.83700(N)    095 42 51.43900(W) AD(       ) 1
 GG0866  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG       
 GG0866
 GG0866.Superseded values are not recommended for survey control.
 GG0866
 GG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0866.See file dsdata.pdf to determine how the superseded data were derived.
 GG0866
 GG0866_MARKER: DS = TRIANGULATION STATION DISK
 GG0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0866_STAMPING: COBB 1934
 GG0866_MARK LOGO: CGS
 GG0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0866+STABILITY: SURFACE MOTION
 GG0866
 GG0866  HISTORY     - Date     Condition        Report By
 GG0866  HISTORY     - 1934     MONUMENTED       CGS
 GG0866  HISTORY     - 1939     GOOD             OKGS
 GG0866  HISTORY     - 1954     GOOD             SSC
 GG0866  HISTORY     - 1968     GOOD             USGS
 GG0866  HISTORY     - 1968     GOOD             USGS
 GG0866  HISTORY     - 1972     GOOD             LOCENG
 GG0866
 GG0866                          STATION DESCRIPTION
 GG0866
 GG0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0866'STATION IS LOCATED ABOUT 4-1/2 MILES SW OF NOWATA, IN SW
 GG0866'1/4 SEC. 4, T 25 N, R 15 E, ON LAND OWNED BY ROY COBB, LAND
 GG0866'IS UNCULTIVATED AND ROCKY, AND USED AS PASTURE.  MARK IS
 GG0866'ABOUT 20 YARDS S OF OLD WAGON TRAIL, 55 PACES E OF A N AND
 GG0866'S FENCE, 50 PACES S OF A SECTION LINE FENCE E AND W, AND 321
 GG0866'FEET NW OF AN OLD CEMENT ENGINE FOUNDATION.
 GG0866'
 GG0866'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0866'BRONZE DISKS SET IN CONCRETE.
 GG0866'
 GG0866'REFERENCE MARK NO. 1 IS N OF STATION ALONG E AND W FENCE
 GG0866'LINE.
 GG0866'
 GG0866'REFERENCE MARK NO. 2 IS SE OF STATION IN OLD CEMENT ENGINE
 GG0866'FOUNDATION.
 GG0866'
 GG0866'REFERENCE MARK NO. 3 IS NW OF STATION IN N AND S FENCE LINE.
 GG0866'
 GG0866'AZIMUTH MARK IS SW OF STATION, 0.3 MILE IN ROCKY PASTURE
 GG0866'LAND, ON SUMMIT OF A PROMINENT HILL.
 GG0866'
 GG0866'TO REACH FROM NOWATA, FOLLOW U.S. HIGHWAY 60 N AND W FROM
 GG0866'MAIN PART OF TOWN FOR 3.8 MILES TO CROSSROADS.  HERE TURN
 GG0866'LEFT AND GO S ON DIRT ROAD 2.2 MILES TO OLD WAGON TRAIL
 GG0866'LEADING W.  TURN W HERE AND FOLLOW TRAIL ALONG S SIDE OF
 GG0866'FENCE FOR 0.35 MILE TO GATE, GO THROUGH GATE AND CONTINUE
 GG0866'W UP STEEP HILL 0.25 MILE TO STATION.
 GG0866'
 GG0866'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GG0866
 GG0866                          STATION RECOVERY (1939)
 GG0866
 GG0866'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1939
 GG0866'STATION, THREE REFERENCE MARKS, AND AZIMUTH MARK RECOVERED
 GG0866'AS DESCRIBED IN GOOD CONDITION.  THE STATION MARK SHOULD BE
 GG0866'DESCRIBED AS BEING IN THE NW 1/4 SEC. 4, T 25 N, R 15 E,
 GG0866'RATHER THAN IN THE SW 1/4.  ALSO THE DIRECTION ANGLE AS
 GG0866'GIVEN FROM MUNICIPAL WATER TANK AT NOWATA TO THE AZIMUTH
 GG0866'MARK DOES NOT CHECK THE AZIMUTH ANGLE AS GIVEN IN THE FINAL
 GG0866'ADJUSTED POSITION COMPUTATION, THERE BEING AN EVIDENT
 GG0866'TYPOGRAPHICAL ERROR OF 9 MINUTES.  U.S.G.S. STATION NOWATA IS 21.6
 GG0866'FEET S 84 DEG 05 MIN W FROM STATION COBB.
 GG0866
 GG0866                          STATION RECOVERY (1954)
 GG0866
 GG0866'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1954 (RJP)
 GG0866'STATION AND REFERENCE MARKS 1 AND 3 RECOVERED IN GOOD CONDITION.
 GG0866'REFERENCE MARK 2 HAS BEEN CHISELED FROM THE CEMENT ENGINE
 GG0866'FOUNDATION.  INSTRUCTIONS FOR REACHING THE STATION FROM
 GG0866'NOWATA SHOULD READ AS FOLLOWS-
 GG0866'
 GG0866'TO REACH FROM NOWATA, FOLLOW U.S. HIGHWAY 60 N AND W FROM
 GG0866'THE MAIN PART OF TOWN FOR 3.8 MI. TO CROSSROADS.  TURN LEFT
 GG0866'HERE AND GO S ON A DIRT ROAD FOR 2 MI. TO AN INTERSECTION.
 GG0866'TURN W ON A DIRT ROAD FOR 0.35 MI.  WHEN ROAD TURNS N, PROCEED
 GG0866'ON FOOT UPHILL ALONG AN E-W SECTION FENCE FOR 1500 FT. TO
 GG0866'REFERENCE MARK 1, THENCE S TO STATION.  AZIMUTH MARK NOT
 GG0866'VISITED.
 GG0866
 GG0866                          STATION RECOVERY (1968)
 GG0866
 GG0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GLD)
 GG0866'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED.
 GG0866'
 GG0866'THE OLD DESCRIPTION IS ADEQUATE, EXCEPT, TO REACH FROM NOWATA,
 GG0866'FOLLOW U.S. HWY. 60 N. AND W. FROM THE MAIN PART OF TOWN FOR
 GG0866'3.8 MI. TO X-RDS., TURN LEFT AND GO S. ON A DIRT ROAD FOR 2 MI. TO
 GG0866'A T-RD. W., TURN RIGHT AND GO W. ON A DIRT ROAD FOR 0.35 MI. TO A
 GG0866'DRIVE N., GO N. AND W. BY A CORRAL TO GATE, GO W. THROUTH GATE
 GG0866'.15 MI. TO A LAKE, TURN LEFT AT LAKE AND GO S. AND W. 0.4 MI. TO
 GG0866'TOP OF HILL AND STA. ON LEFT.
 GG0866
 GG0866                          STATION RECOVERY (1968)
 GG0866
 GG0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0866'RECOVERED IN GOOD CONDITION.
 GG0866
 GG0866                          STATION RECOVERY (1972)
 GG0866
 GG0866'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ECB)
 GG0866'RECOVERED BY E. H. SCHMIDT.
 GG0866'
 GG0866'STATION, AZIMUTH MARK AND R.M. 1 AND R.M. 3 ARE
 GG0866'IN GOOD CONDITION -- R.M. 2 NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0870 ***********************************************************************
 FJ0870  DESIGNATION -  COFFEE
 FJ0870  PID         -  FJ0870
 FJ0870  STATE/COUNTY-  OK/OKLAHOMA
 FJ0870  COUNTRY     -  US
 FJ0870  USGS QUAD   -  EDMOND (2018)
 FJ0870
 FJ0870                         *CURRENT SURVEY CONTROL
 FJ0870  ______________________________________________________________________
 FJ0870* NAD 83(1993) POSITION- 35 42 17.55909(N) 097 25 30.13086(W)   ADJUSTED
 FJ0870* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 FJ0870  ______________________________________________________________________
 FJ0870  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 FJ0870  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 FJ0870  HORZ ORDER      -  THIRD
 FJ0870
 FJ0870.The horizontal coordinates were established by classical geodetic methods
 FJ0870.and adjusted by the National Geodetic Survey in November 1994.
 FJ0870
 FJ0870.The orthometric height was scaled from a topographic map.
 FJ0870
 FJ0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0870.GEOID18 height accuracy estimate available here.
 FJ0870
 FJ0870.Click photographs - Photos may exist for this station.
 FJ0870
 FJ0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0870
 FJ0870. The following values were computed from the NAD 83(1993) position.
 FJ0870
 FJ0870;                    North         East     Units Scale Factor Converg.
 FJ0870;SPC OK N     -    78,362.217   652,031.846   MT  0.99997779   +0 20 21.5
 FJ0870;SPC OK N     -   257,093.37  2,139,207.81   sFT  0.99997779   +0 20 21.5
 FJ0870;UTM  14      - 3,952,358.900   642,480.491   MT  0.99985016   +0 55 09.6
 FJ0870
 FJ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0870!SPC OK N     -   0.99994998  x   0.99997779  =   0.99992778
 FJ0870!UTM  14      -   0.99994998  x   0.99985016  =   0.99980015
 FJ0870
 FJ0870:                Primary Azimuth Mark                     Grid Az
 FJ0870:SPC OK N     -  COFFEE AZ MK                             182 36 22.3
 FJ0870:UTM  14      -  COFFEE AZ MK                             182 01 34.2
 FJ0870
 FJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4248052358(NAD 83)
 FJ0870
 FJ0870|---------------------------------------------------------------------|
 FJ0870| PID    Reference Object                     Distance      Geod. Az  |
 FJ0870|                                                           dddmmss.s |
 FJ0870| CL4523 COFFEE RM 1                           8.855 METERS 01039     |
 FJ0870| CL4524 COFFEE RM 2                          10.445 METERS 17829     |
 FJ0870| CL4522 COFFEE AZ MK                                       1825643.8 |
 FJ0870|---------------------------------------------------------------------|
 FJ0870
 FJ0870                          SUPERSEDED SURVEY CONTROL
 FJ0870
 FJ0870  NAD 83(1986)-  35 42 17.56613(N)    097 25 30.11386(W) AD(       ) 3
 FJ0870  NAD 27      -  35 42 17.37058(N)    097 25 28.97516(W) AD(       ) 3
 FJ0870
 FJ0870.Superseded values are not recommended for survey control.
 FJ0870
 FJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0870.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0870
 FJ0870_MARKER: DS = TRIANGULATION STATION DISK
 FJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0870_STAMPING: COFFEE 1954
 FJ0870_MARK LOGO: CGS
 FJ0870_PROJECTION: FLUSH
 FJ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0870+STABILITY: SURFACE MOTION
 FJ0870
 FJ0870  HISTORY     - Date     Condition        Report By
 FJ0870  HISTORY     - 1954     MONUMENTED       CGS
 FJ0870
 FJ0870                          STATION DESCRIPTION
 FJ0870
 FJ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ0870'THE STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY
 FJ0870'77, 3 MILES EAST AND 3-1/2 MILE NORTH OF EDMOND.  IN THE
 FJ0870'NW 1/4 OF SEC. 9, T 14 N., R 2 W.
 FJ0870'
 FJ0870'TO REACH THE STATION, FROM EDMOND WHERE U.S. HIGHWAYS 66
 FJ0870'AND 77 MAKE A RIGHT ANGLE TURN, GO EAST ON HIGHWAYS 66 AND
 FJ0870'77 FOR 3.2 MILES TO JUNCTION OF HIGHWAYS 66 AND 77, TURN
 FJ0870'LEFT NORTH ON HIGHWAY 77 FOR 3.6 MILES TO THE STATION ON
 FJ0870'THE RIGHT.
 FJ0870'
 FJ0870'THE STATION MARK, IS 56 FEET SOUTH OF THE SOUTHWEST CORNER
 FJ0870'OF A ROCK HOUSE, 43 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 FJ0870'77, 5 FEET WEST OF A FENCE LINE, AND 4 FEET SOUTHWEST OF A
 FJ0870'WITNESS POST.  THE MARK IS LEVEL WITH THE GROUND SURFACE
 FJ0870'AND THE DISK IS STAMPED COFFEE 1954.
 FJ0870'
 FJ0870'REFERENCE MARK NO. 1, NORTH OF THE STATION, 46 FEET EAST
 FJ0870'OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A
 FJ0870'FENCE LINE.  THE MARK IS LEVEL WITH THE SURFACE OF THE GROUND
 FJ0870'AND THE DISK IS STAMPED COFFEE NO 1 1954.
 FJ0870'
 FJ0870'REFERENCE MARK NO. 2, SOUTH OF THE STATION, 44 FEET EAST
 FJ0870'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT WEST OF A FENCE
 FJ0870'LINE.  THE MARK IS LEVEL WITH THE GROUND SURFACE, AND THE
 FJ0870'DISK IS STAMPED COFFEE NO 2 1954.
 FJ0870'
 FJ0870'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE SOUTH, IS 42 FEET
 FJ0870'WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A
 FJ0870'WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 FJ0870'PROJECTS 4 INCHES AND THE DISK IS STAMPED COFFEE 1954.
 FJ0870'
 FJ0870'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0639 ***********************************************************************
 FK0639  FBN         -  This is a Federal Base Network Control Station.
 FK0639  DESIGNATION -  COGAR
 FK0639  PID         -  FK0639
 FK0639  STATE/COUNTY-  OK/CADDO
 FK0639  COUNTRY     -  US
 FK0639  USGS QUAD   -  COGAR (2018)
 FK0639
 FK0639                         *CURRENT SURVEY CONTROL
 FK0639  ______________________________________________________________________
 FK0639* NAD 83(2011) POSITION- 35 20 02.31098(N) 098 10 07.55780(W)   ADJUSTED
 FK0639* NAD 83(2011) ELLIP HT-   457.665 (meters)        (06/27/12)   ADJUSTED
 FK0639* NAD 83(2011) EPOCH   -  2010.00
 FK0639* NAVD 88 ORTHO HEIGHT -   484.721 (meters)     1590.29  (feet) ADJUSTED
 FK0639  ______________________________________________________________________
 FK0639  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 FK0639  NAD 83(2011) X  -   -740,208.712 (meters)                     COMP
 FK0639  NAD 83(2011) Y  - -5,156,603.429 (meters)                     COMP
 FK0639  NAD 83(2011) Z  -  3,668,421.059 (meters)                     COMP
 FK0639  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 FK0639  DYNAMIC HEIGHT  -        484.234 (meters)     1588.69  (feet) COMP
 FK0639  MODELED GRAVITY -    979,613.6   (mgal)                       NAVD 88
 FK0639
 FK0639  VERT ORDER      -  FIRST     CLASS II
 FK0639
 FK0639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0639  Standards:
 FK0639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0639  -------------------------------------------------------------------
 FK0639  NETWORK    0.38   0.80           0.17   0.14   0.41      0.08056936
 FK0639  -------------------------------------------------------------------
 FK0639  Click here for local accuracies and other accuracy information.
 FK0639
 FK0639.The horizontal coordinates were established by GPS observations
 FK0639.and adjusted by the National Geodetic Survey in June 2012.
 FK0639
 FK0639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0639.been affixed to the stable North American tectonic plate. See 
 FK0639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0639
 FK0639.The horizontal coordinates are valid at the epoch date displayed above
 FK0639.which is a decimal equivalence of Year/Month/Day.
 FK0639
 FK0639.The orthometric height was determined by differential leveling and
 FK0639.adjusted by the NATIONAL GEODETIC SURVEY
 FK0639.in August 1994.
 FK0639
 FK0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0639.GEOID18 height accuracy estimate available here.
 FK0639
 FK0639.Click photographs - Photos may exist for this station.
 FK0639
 FK0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0639
 FK0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0639
 FK0639.The ellipsoidal height was determined by GPS observations
 FK0639.and is referenced to NAD 83.
 FK0639
 FK0639.The dynamic height is computed by dividing the NAVD 88
 FK0639.geopotential number by the normal gravity value computed on the
 FK0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0639.degrees latitude (g = 980.6199 gals.).
 FK0639
 FK0639.The modeled gravity was interpolated from observed gravity values.
 FK0639
 FK0639. The following values were computed from the NAD 83(2011) position.
 FK0639
 FK0639;                    North         East     Units Scale Factor Converg.
 FK0639;SPC OK S     -   221,940.057   584,656.194   MT  1.00002144   -0 05 44.9
 FK0639;SPC OK S     -   728,148.34  1,918,159.53   sFT  1.00002144   -0 05 44.9
 FK0639;UTM  14      - 3,910,397.607   575,542.875   MT  0.99967033   +0 28 50.7
 FK0639
 FK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0639!SPC OK S     -   0.99992817  x   1.00002144  =   0.99994961
 FK0639!UTM  14      -   0.99992817  x   0.99967033  =   0.99959852
 FK0639
 FK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7554210397(NAD 83)
 FK0639
 FK0639                          SUPERSEDED SURVEY CONTROL
 FK0639
 FK0639  NAD 83(2007)-  35 20 02.31089(N)    098 10 07.55828(W) AD(2002.00) 0
 FK0639  ELLIP H (02/10/07)  457.680  (m)                       GP(2002.00)    
 FK0639  ELLIP H (06/09/00)  457.687  (m)                       GP(       ) 2 2
 FK0639  NAD 83(1993)-  35 20 02.31092(N)    098 10 07.55825(W) AD(       ) B
 FK0639  ELLIP H (05/09/94)  457.722  (m)                       GP(       ) 4 2
 FK0639  NAVD 88             484.72   (m)         1590.3    (f) LEVELING    3  
 FK0639  NAVD 88 (05/09/94)  484.6    (m)  GEOID93  model used  GPS OBS        
 FK0639
 FK0639.Superseded values are not recommended for survey control.
 FK0639
 FK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0639.See file dsdata.pdf to determine how the superseded data were derived.
 FK0639
 FK0639_MARKER: I = METAL ROD
 FK0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0639+WITH SETTING: INFORMATION.
 FK0639_STAMPING: COGAR 1993
 FK0639_MARK LOGO: NGS
 FK0639_PROJECTION: RECESSED 1 CENTIMETERS
 FK0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0639+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2012
 FK0639_ROD/PIPE-DEPTH: 2.90 meters
 FK0639_SLEEVE-DEPTH  : 0.9 meters
 FK0639
 FK0639  HISTORY     - Date     Condition        Report By
 FK0639  HISTORY     - 1993     MONUMENTED       NGS
 FK0639  HISTORY     - 19940210 GOOD             NGS
 FK0639  HISTORY     - 19990819 GOOD             NGS
 FK0639  HISTORY     - 20060302 GOOD             OKDOT
 FK0639  HISTORY     - 20120518 GOOD             INDIV
 FK0639
 FK0639                          STATION DESCRIPTION
 FK0639
 FK0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FK0639'STATION IS LOCATED ABOUT 28 KM (17.40 MI) NORTH-NORTHEAST OF ANADARKO,
 FK0639'16 KM (9.95 MI) EAST OF BINGER, 1.9 KM (1.20 MI) WEST OF COGAR, ALONG
 FK0639'STATE HIGHWAY 152, ON THE RIGHT-OF-WAY, IN A LAWN AREA ALONG A LOW
 FK0639'CHAINLINK FENCE IN FRONT OF A TAN BRICK HOUSE, NEAR THE NORTHEAST
 FK0639'CORNER OF SECTION 20, T 10 N, R 9 W.  OWNERSHIP--OKLAHOMA DEPARTMENT
 FK0639'OF TRANSPORTATION.
 FK0639'TO REACH FROM THE JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAYS 8 AND
 FK0639'152 (7 KM EAST OF BINGER), GO EAST ON HIGHWAY 152 FOR 10.84 KM
 FK0639'(6.75 MI) TO A PRIVATE GRAVEL ROAD ON THE LEFT AT TOP OF RISE.
 FK0639'CONTINUE AHEAD, EAST, ON HIGHWAY 152 FOR 0.08 KM (0.05 MI) TO THE
 FK0639'STATION ON THE RIGHT.
 FK0639'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FK0639'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FK0639'WITH LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 FK0639'18.8 M (61.7 FT) SOUTH FROM, AND LEVEL WITH THE HIGHWAY CENTER, 55.6
 FK0639'M (182.4 FT) WEST FROM THE DRIVEWAY CENTER, 30.7 M (100.7 FT) WEST
 FK0639'FROM A POWERLINE POLE WITH TRANSFORMER, 4.7 M (15.4 FT) EAST FROM A
 FK0639'T-FENCE CORNER, AND 0.6 M (2.0 FT) NORTH FROM A FIBERGLASS WITNESS
 FK0639'POST IN THE FENCE LINE.
 FK0639'DESCRIBED BY D.G. AUG
 FK0639
 FK0639                          STATION RECOVERY (1994)
 FK0639
 FK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0639'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0639'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0639'THENCE 20.8 KM (12.90 MI) WESTERLY ALONG STATE HIGHWAY 152, 55.6 M
 FK0639'(182.4 FT) WEST OF THE CENTER OF A DRIVEWAY, 30.6 M (100.4 FT) WEST
 FK0639'OF A UTILITY POLE WITH A TRANSFORMER, 18.8 M (61.7 FT) SOUTH OF AND
 FK0639'LEVEL WITH THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) EAST OF A T FENCE
 FK0639'CORNER, 0.6 M (2.0 FT) NORTH OF A CHAIN-LINK FENCE, AND NEAR THE
 FK0639'CENTER OF 3 WITNESS POSTS.  NOTE--ACCESS TO THE DATUM POINT IS
 FK0639'THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE
 FK0639'SPECIFICATIONS FOR A CLASS A MARK.
 FK0639
 FK0639                          STATION RECOVERY (1999)
 FK0639
 FK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FK0639'THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI) EAST OF MINCO, ABOUT
 FK0639'16 KM (9.95 MI) EAST OF BINGER, 3.5 KM (2.15 MI) WEST OF THE JUNCTION
 FK0639'OF STATE HIGHWAY 37 NORTH AND STATE HIGHWAY 152, ON THE SOUTH SIDE OF
 FK0639'STATE HIGHWAY 152 RIGHT-OF-WAY.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FK0639'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 FK0639'HIGHWAY 40 AND COMBINED STATE HIGHWAYS 37 AND 152, GO WEST ON HIGHWAY
 FK0639'37/152 FOR 17.4 KM (10.80 MI) TO THE JUNCTION OF STATE HIGHWAY 37
 FK0639'LEADING NORTH.  CONTINUE AHEAD, WEST ON HIGHWAY 152 FOR 3.38 KM (2.10
 FK0639'MI) TO A GRAVEL ENTRANCE DRIVE WITH ARCHED GATE (RUMEY), LEADING TO A
 FK0639'SINGLE STORY TAN BRICK HOUSE WITH METAL GARAGE. CONTINUE AHEAD, WEST
 FK0639'FOR ABOUT 0.08 KM (0.05 MI) TO THE NORTHWEST CORNER OF THE CHAIN LINK
 FK0639'FENCE AROUND THE PROPERTY AND THE STATION ON THE LEFT.  THE STATION IS
 FK0639'A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED
 FK0639'SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 FK0639'CONCRETE FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 FK0639'LOCATED 55.63 M (182.51 FT) WEST OF THE CENTER OF THE ENTRANCE DRIVE,
 FK0639'18.75 M (61.52 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 4.58 M (15.03
 FK0639'FT) EAST OF THE NORTHWEST CORNER POST OF THE CHAIN LINK FENCE, BETWEEN
 FK0639'2 OKDOT METAL WITNESS POSTS AND 0.6 M (2.0 FT) NORTH OF AN NGS
 FK0639'FIBERGLASS WITNESS POST SET IN THE FENCE LINE.
 FK0639
 FK0639                          STATION RECOVERY (2006)
 FK0639
 FK0639'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (JGT)
 FK0639'RECOVERD AS DESCRIBED
 FK0639
 FK0639                          STATION RECOVERY (2012)
 FK0639
 FK0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JM)
 FK0639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1032 ***********************************************************************
 EL1032  DESIGNATION -  COLE
 EL1032  PID         -  EL1032
 EL1032  STATE/COUNTY-  OK/GRADY
 EL1032  COUNTRY     -  US
 EL1032  USGS QUAD   -  NINNEKAH (2018)
 EL1032
 EL1032                         *CURRENT SURVEY CONTROL
 EL1032  ______________________________________________________________________
 EL1032* NAD 83(1993) POSITION- 34 59 08.95252(N) 097 59 15.66029(W)   ADJUSTED
 EL1032* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 EL1032  ______________________________________________________________________
 EL1032  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 EL1032  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 EL1032  HORZ ORDER      -  SECOND
 EL1032
 EL1032.The horizontal coordinates were established by classical geodetic methods
 EL1032.and adjusted by the National Geodetic Survey in November 1994.
 EL1032
 EL1032.The orthometric height was scaled from a topographic map.
 EL1032
 EL1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1032.GEOID18 height accuracy estimate available here.
 EL1032
 EL1032.Click photographs - Photos may exist for this station.
 EL1032
 EL1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1032
 EL1032. The following values were computed from the NAD 83(1993) position.
 EL1032
 EL1032;                    North         East     Units Scale Factor Converg.
 EL1032;SPC OK S     -   183,302.217   601,124.508   MT  0.99996044   +0 00 25.2
 EL1032;SPC OK S     -   601,384.02  1,972,189.32   sFT  0.99996044   +0 00 25.2
 EL1032;UTM  14      - 3,871,938.598   592,393.157   MT  0.99970521   +0 34 49.7
 EL1032
 EL1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1032!SPC OK S     -   0.99994385  x   0.99996044  =   0.99990429
 EL1032!UTM  14      -   0.99994385  x   0.99970521  =   0.99964907
 EL1032
 EL1032:                Primary Azimuth Mark                     Grid Az
 EL1032:SPC OK S     -  COLE AZ MK                               289 51 06.9
 EL1032:UTM  14      -  COLE AZ MK                               289 16 42.4
 EL1032
 EL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9239371938(NAD 83)
 EL1032
 EL1032|---------------------------------------------------------------------|
 EL1032| PID    Reference Object                     Distance      Geod. Az  |
 EL1032|                                                           dddmmss.s |
 EL1032| EL1033 1 TF                                 19.293 METERS 28102     |
 EL1032| CX9274 COLE AZ MK                                         2895132.1 |
 EL1032| CX9275 COLE RM 1                            22.851 METERS 35149     |
 EL1032|---------------------------------------------------------------------|
 EL1032
 EL1032                          SUPERSEDED SURVEY CONTROL
 EL1032
 EL1032  NAD 83(1986)-  34 59 08.95834(N)    097 59 15.64500(W) AD(       ) 2
 EL1032  NAD 27      -  34 59 08.72281(N)    097 59 14.48687(W) AD(       ) 2
 EL1032
 EL1032.Superseded values are not recommended for survey control.
 EL1032
 EL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1032.See file dsdata.pdf to determine how the superseded data were derived.
 EL1032
 EL1032_MARKER: DS = TRIANGULATION STATION DISK
 EL1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1032_STAMPING: COLE 1957
 EL1032_MARK LOGO: CGS
 EL1032_PROJECTION: RECESSED 30 CENTIMETERS
 EL1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1032+STABILITY: SURFACE MOTION
 EL1032
 EL1032  HISTORY     - Date     Condition        Report By
 EL1032  HISTORY     - 1957     MONUMENTED       CGS
 EL1032  HISTORY     - 1976     GOOD             DMA
 EL1032
 EL1032                          STATION DESCRIPTION
 EL1032
 EL1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1032'STATION IS ABOUT 4 MILES SOUTHWEST OF CHICKASHA, 3/4 MILE EAST
 EL1032'OF NORGE, IN THE NORTHWEST CORNER OF A GARDEN PLOT, ON LAND
 EL1032'OWNED BY MR. GLEN OGLE, IN THE NORTHWEST 1/4 OF SECTION 19,
 EL1032'T 6 N, R 7 W.
 EL1032'
 EL1032'REACHED FROM THE GENERAL STORE IN NORGE BY GOING EAST ON STATE
 EL1032'HIGHWAY 92 FOR 0.15 MILE TO POINT WHERE HIGHWAY 92 TURNS LEFT AND
 EL1032'GRADED ROAD LEADS STRAIGHT AHEAD, EAST, FOLLOW GRADED ROAD EAST,
 EL1032'CROSSING RAILROAD TRACKS, FOR 0.05 MILE TO DIM TRACKS LEADING
 EL1032'NORTH, (TO REACH THE AZIMUTH MARK FROM HERE TURN LEFT AND FOLLOW
 EL1032'DIM TRACKS FOR 192 FEET TO THE MARK ON THE LEFT), CONTINUE EAST,
 EL1032'SOUTH, AND EAST FOR 0.65 MILE TO CROSSROADS AND THE STATION IN
 EL1032'THE SOUTHEAST ANGLE OF INTERSECTION.
 EL1032'
 EL1032'STATION MARKS ARE STANDARD DISKS, STAMPED COLE 1957.  THE SURFACE
 EL1032'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST 12
 EL1032'INCHES BELOW THE GROUND SURFACE.  IT IS 103 FEET NORTHWEST OF THE
 EL1032'NORTHWEST CORNER OF A HOUSE, 75 FEET SOUTHWEST OF A POWERLINE
 EL1032'POLE, 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 29 FEET
 EL1032'SOUTH OF AN EAST-WEST ROAD AND 14 FEET SOUTHEAST OF A ROAD
 EL1032'RIGHT-OF-WAY FENCE CORNER.  THE UNDERGROUND MARK WAS SET IN AN
 EL1032'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 EL1032'
 EL1032'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLE NO 1 1957, SET IN
 EL1032'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3 INCHES.
 EL1032'IT IS 29 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 26 FEET
 EL1032'EAST OF THE CENTER OF A NORTH-SOUTH ROAD AND 4 FEET SOUTHEAST OF A
 EL1032'ROAD RIGHT-OF-WAY FENCE CORNER.  A WHITE POST WAS SET 1 FOOT WEST
 EL1032'OF THE MARK.
 EL1032'
 EL1032'1 TF (USGS) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD U.S.
 EL1032'GEOLOGICAL SURVEY BENCH MARK SET IN THE TOP OF A 6-INCH, ROUND,
 EL1032'CONCRETE POST PROJECTING 3 INCHES, AND STAMPED 1 TF 1948.  IT IS
 EL1032'27 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 23 FEET SOUTH OF
 EL1032'THE CENTER OF AN EAST-WEST ROAD AND 3 FEET SOUTHWEST OF A ROAD
 EL1032'RIGHT-OF-WAY FENCE CORNER.
 EL1032'
 EL1032'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLE 1957, SET IN THE TOP
 EL1032'OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS 192
 EL1032'FEET NORTH OF THE CENTER OF A GRADED ROAD, 89 FEET WEST OF OF
 EL1032'T-FENCE CORNER, 71 FEET NORTHWEST OF A POWERLINE POLE AND 63 FEET
 EL1032'EAST OF THE EAST RAIL OF RAILROAD TRACKS.  A WHITE POST WAS SET
 EL1032'1 FOOT NORTHWEST OF THE MARK.
 EL1032'
 EL1032'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EL1032
 EL1032                          STATION RECOVERY (1976)
 EL1032
 EL1032'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1032'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 EL1032'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0605 ***********************************************************************
 GJ0605  DESIGNATION -  COLE
 GJ0605  PID         -  GJ0605
 GJ0605  STATE/COUNTY-  OK/WOODS
 GJ0605  COUNTRY     -  US
 GJ0605  USGS QUAD   -  ALVA (2018)
 GJ0605
 GJ0605                         *CURRENT SURVEY CONTROL
 GJ0605  ______________________________________________________________________
 GJ0605* NAD 83(1997) POSITION- 36 50 19.68124(N) 098 42 46.71479(W)   ADJUSTED
 GJ0605* NAVD 88 ORTHO HEIGHT -   463.    (meters)     1519.    (feet) SCALED
 GJ0605  ______________________________________________________________________
 GJ0605  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0605  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GJ0605  HORZ ORDER      -  FIRST
 GJ0605
 GJ0605.The horizontal coordinates were established by classical geodetic methods
 GJ0605.and adjusted by the National Geodetic Survey in October 1998.
 GJ0605
 GJ0605.The orthometric height was scaled from a topographic map.
 GJ0605
 GJ0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0605.GEOID18 height accuracy estimate available here.
 GJ0605
 GJ0605.Click photographs - Photos may exist for this station.
 GJ0605
 GJ0605.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0605
 GJ0605. The following values were computed from the NAD 83(1997) position.
 GJ0605
 GJ0605;                    North         East     Units Scale Factor Converg.
 GJ0605;SPC OK N     -   204,261.731   536,402.749   MT  1.00001396   -0 25 14.7
 GJ0605;SPC OK N     -   670,148.70  1,759,848.02   sFT  1.00001396   -0 25 14.7
 GJ0605;UTM  14      - 4,077,028.645   525,592.078   MT  0.99960807   +0 10 19.5
 GJ0605
 GJ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0605!SPC OK N     -   0.99993175  x   1.00001396  =   0.99994571
 GJ0605!UTM  14      -   0.99993175  x   0.99960807  =   0.99953985
 GJ0605
 GJ0605:                Primary Azimuth Mark                     Grid Az
 GJ0605:SPC OK N     -  COLE AZ MK 2                             076 20 13.4
 GJ0605:UTM  14      -  COLE AZ MK 2                             075 44 39.2
 GJ0605
 GJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2559277028(NAD 83)
 GJ0605
 GJ0605|---------------------------------------------------------------------|
 GJ0605| PID    Reference Object                     Distance      Geod. Az  |
 GJ0605|                                                           dddmmss.s |
 GJ0605| CK8378 COLE AZ MK 2                                       0755458.7 |
 GJ0605| CK8377 COLE AZ MK                                         0802638.0 |
 GJ0605| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX.10.1 KM 1275743.9 |
 GJ0605| GJ0604 ALVA CITY HALL FLAGPOLE             APPROX. 5.8 KM 1310815.9 |
 GJ0605| GJ0609 ALVA COUNTY COURTHOUSE DOME         APPROX. 5.7 KM 1315246.5 |
 GJ0605| GJ0606 ALVA EVANG LUTH ZION CH CROSS       APPROX. 6.4 KM 1340315.3 |
 GJ0605| GJ0603 ALVA SILVER TANK                    APPROX. 6.3 KM 1390605.7 |
 GJ0605| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX. 6.7 KM 1440023.5 |
 GJ0605| CK8379 COLE RM 1                            18.400 METERS 16220     |
 GJ0605| CK8380 COLE RM 2                            26.657 METERS 26055     |
 GJ0605|---------------------------------------------------------------------|
 GJ0605
 GJ0605                          SUPERSEDED SURVEY CONTROL
 GJ0605
 GJ0605  NAD 83(1993)-  36 50 19.68133(N)    098 42 46.71525(W) AD(       ) 1
 GJ0605  NAD 83(1986)-  36 50 19.68515(N)    098 42 46.70334(W) AD(       ) 1
 GJ0605  NAD 27      -  36 50 19.57502(N)    098 42 45.39303(W) AD(       ) 1
 GJ0605
 GJ0605.Superseded values are not recommended for survey control.
 GJ0605
 GJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0605.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0605
 GJ0605_MARKER: DS = TRIANGULATION STATION DISK
 GJ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0605_STAMPING: COLE 1934
 GJ0605_MARK LOGO: CGS
 GJ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0605+STABILITY: SURFACE MOTION
 GJ0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0605+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 GJ0605
 GJ0605  HISTORY     - Date     Condition        Report By
 GJ0605  HISTORY     - 1934     MONUMENTED       CGS
 GJ0605  HISTORY     - 1936     POOR             LOCENG
 GJ0605  HISTORY     - 1951     GOOD             CGS
 GJ0605  HISTORY     - 20120119 GOOD             INDIV
 GJ0605
 GJ0605                          STATION DESCRIPTION
 GJ0605
 GJ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0605'STATION IS LOCATED ABOUT 2.5 MILES WEST AND 3 MILES NORTH OF
 GJ0605'ALVA IN NORTHWEST QUARTER SEC. 9, T. 27 N., R. 14 W., ON
 GJ0605'NORTHEAST EDGE OF A FLAT-TOPPED RIDGE, ABOUT 0.1 MILE SOUTHWEST OF
 GJ0605'L. COLES HOUSE, ON HIGHEST POINT IN VICINITY, 42 FEET SOUTH OF
 GJ0605'NORTH EDGE AND 28 FEET WEST OF EAST EDGE OF MESA.  MARK
 GJ0605'PROJECTS ABOUT 12 INCHES.
 GJ0605'
 GJ0605'REACHED FROM THE NORTHWEST CORNER OF COURTHOUSE SQUARE BY
 GJ0605'GOING WEST 0.8 MILE, THENCE NORTH, JUST BEFORE COMING TO
 GJ0605'CEMETERY, FOR 0.75 MILE TO RAILROAD TRACK CROSSING.  CONTINUE
 GJ0605'NORTH 1.85 MILES TO CROSSROADS, THENCE WEST FOR 1.45 MILES TO
 GJ0605'LANE AND MAIL BOX OF L. COLE.  GO SOUTH 0.1 MILE TO THE COLE
 GJ0605'HOUSE.  STATION IS 0.1 MILE TO SOUTHWEST.  TO GET TRUCK TO
 GJ0605'STATION, GO WEST FROM THE COLE HOUSE 0.25 MILE AND JUST AFTER
 GJ0605'CROSSING DEEP DRAW TURN SOUTH, TAKING DOWN FENCE, TO TOP OF
 GJ0605'RIDGE AND THEN BEAR EAST 0.1 MILE TO HIGHEST GROUND AND STATION.
 GJ0605'
 GJ0605'REFERENCE MARK NO. 1 IS SOUTH OF STATION, IN CENTER
 GJ0605'OF RIDGE EXTENDING TO SOUTHWARD.
 GJ0605'
 GJ0605'REFERENCE MARK NO. 2 IS WEST OF STATION, ABOUT 3
 GJ0605'PACES NORTH OF PATH TO STATION AND IN LINE WITH A LONG ARM OF
 GJ0605'RIDGE WHICH SLOPES GENTLY NORTHWARD.
 GJ0605'
 GJ0605'AZIMUTH MARK IS EAST-NORTHEAST OF STATION.  REACHED
 GJ0605'FROM THE COLE HOUSE (ABOUT 0.1 MILE NORTHEAST OF STATION) BY
 GJ0605'GOING NORTH 0.1 MILE TO SECTION-LINE ROAD, THEN EAST 0.9 MILE
 GJ0605'TO MARK LOCATED IN SOUTHWEST CORNER OF BARNYARD, 32 FEET NORTH
 GJ0605'OF CENTERLINE OF ROAD, 7 FEET NORTH OF EAST-WEST FENCE LINE,
 GJ0605'IN A NORTH-SOUTH FENCE LINE.
 GJ0605'
 GJ0605'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0605
 GJ0605                          STATION RECOVERY (1936)
 GJ0605
 GJ0605'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936 (DLB)
 GJ0605'D.L. BLACKSTONE, JR., GEOLOGIST OF THE CARTER OIL COMPANY OF
 GJ0605'TULSA, OKLA., UNDER DATE OF DECEMBER 30, 1936 REPORTS THAT-
 GJ0605'THIS REFERENCE MARK, (PROBABLY STATION COLE AZIMUTH MARK), WAS
 GJ0605'MOVED, APPARENTLY BY A COUNTY ROAD CREW, TO THE EDGE OF THE
 GJ0605'RIGHT-OF-WAY ON THE NORTH SIDE OF ROAD, AT THE FENCE LINE.  ITS
 GJ0605'FORMER POSITION WAS APPROXIMATELY 6.0 FEET TO THE SOUTH, IN
 GJ0605'THE ROADWAY.
 GJ0605
 GJ0605                          STATION RECOVERY (1951)
 GJ0605
 GJ0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0605'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GJ0605'NO. 2 WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT CONDITION.
 GJ0605'THE 1934 AZIMUTH MARK HAS BEEN DESTROYED BY ROAD MACHINERY AND
 GJ0605'A NEW AZIMUTH MARK WAS ESTABLISHED.
 GJ0605'
 GJ0605'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0605'
 GJ0605'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 2.5 MILES WEST
 GJ0605'OF ALVA ON THE TOP OF A PROMINENT FLAT-TOPPED RIDGE OVER-LOOKING
 GJ0605'THE ARKANSAS RIVER TO THE NORTHEAST.  IT IS ON LAND OWNED BY
 GJ0605'MR. EARL BRUNSTETER OF ALVA.  IT IS ABOUT 15.0 FEET WEST AND
 GJ0605'SOUTH OF WHERE THE RIDGE BREAKS SHARP TO THE NORTH AND EAST AND
 GJ0605'4.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND
 GJ0605'IS STAMPED COLE 1934.
 GJ0605'
 GJ0605'REFERENCE MARK NO. 1 IS LOCATED ON AN ARM OF THE RIDGE
 GJ0605'EXTENDING TO THE SOUTH OF THE STATION AND IS ABOUT 2.5 FEET
 GJ0605'BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 2 INCHES AND IS
 GJ0605'STAMPED COLE NO 1 1934.
 GJ0605'
 GJ0605'REFERENCE MARK NO. 2 IS LOCATED ON AN ARM OF THE RIDGE THAT
 GJ0605'EXTENDS TO THE WEST AND IS ABOUT 2.5 FEET BELOW THE ELEVATION
 GJ0605'OF THE STATION.  IT IS 10.0 FEET NORTH OF THE CENTER OF A TRACK
 GJ0605'ROAD AND 8.0 FEET SOUTH OF WHERE THE RIDGE BREAKS SHARP TO THE
 GJ0605'NORTH.  IT PROJECTS 2 INCHES AND IS STAMPED COLE NO 2 1934.
 GJ0605'
 GJ0605'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GJ0605'NO. 2 IS 113.5 FEET.
 GJ0605'
 GJ0605'THE AZIMUTH MARK IS 61.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 GJ0605'CORNER OF THE RIVERVIEW SCHOOL, 36.0 FEET SOUTH OF THE CENTER OF
 GJ0605'A GRADED ROAD, 34.0 FEET EAST OF A POWERLINE POLE, 7.0 FEET
 GJ0605'SOUTHEAST OF A FENCE CORNER AND 1.5 FEET WEST OF A WITNESS
 GJ0605'POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GJ0605'STAMPED COLE 1951.
 GJ0605'
 GJ0605'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 GJ0605'SQUARE IN ALVA, GO WEST ON FLYNN AVENUE FOR 0.75 MILE TO
 GJ0605'FOURTEENTH STREET.  TURN RIGHT AND GO NORTH ON FOURTEENTH
 GJ0605'STREET AND A GRADED ROAD FOR 0.5 MILE TO WHERE THE MAIN ROAD
 GJ0605'TURNS WEST, TURN WEST AND GO 0.1 MILE TO WHERE THE MAIN ROAD
 GJ0605'TURNS BACK TO THE NORTH.  HERE TURN RIGHT AND GO NORTH ON THE
 GJ0605'MAIN ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON
 GJ0605'A GRADED ROAD FOR 1.0 MILE TO THE RIVERVIEW SCHOOL ON THE
 GJ0605'LEFT AND THE AZIMUTH MARK IN THE NORTHWEST CORNER OF THE
 GJ0605'SCHOOL YARD AS DESCRIBED.  CONTINUE WEST ON A GRADED ROAD FOR
 GJ0605'0.75 MILE TO A WIRE GATE ON THE LEFT LEADING INTO A SMALL
 GJ0605'CULTIVATED FIELD, TURN LEFT PASSING THROUGH THIS WIRE GATE
 GJ0605'AND GO SOUTHEAST ACROSS THE FIELD FOR 0.1 MILE TO A WIRE GATE
 GJ0605'ON THE RIGHT IN THE SOUTHEAST CORNER OF THE FIELD.  HERE
 GJ0605'TURN RIGHT THROUGH WIRE GATE AND GO SOUTHEASTERLY ACROSS A
 GJ0605'PASTURE FOR 0.2 MILE TO THE TOP OF THE RIDGE AND THE STATION
 GJ0605'AS DESCRIBED.
 GJ0605
 GJ0605                          STATION RECOVERY (2012)
 GJ0605
 GJ0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DL)
 GJ0605'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0708 ***********************************************************************
 GJ0708  DESIGNATION -  COLLAR
 GJ0708  PID         -  GJ0708
 GJ0708  STATE/COUNTY-  OK/ELLIS
 GJ0708  COUNTRY     -  US
 GJ0708  USGS QUAD   -  ARNETT (2018)
 GJ0708
 GJ0708                         *CURRENT SURVEY CONTROL
 GJ0708  ______________________________________________________________________
 GJ0708* NAD 83(1993) POSITION- 36 08 05.28539(N) 099 46 46.44370(W)   ADJUSTED
 GJ0708* NAD 83(1993) ELLIP HT-   719.570 (meters)        (11/28/94)   ADJUSTED
 GJ0708* NAVD 88 ORTHO HEIGHT -   748.2   (meters)     2455.    (feet) VERTCON3
 GJ0708  ______________________________________________________________________
 GJ0708  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GJ0708  NAD 83(1993) X  -   -876,089.566 (meters)                     COMP
 GJ0708  NAD 83(1993) Y  - -5,082,823.824 (meters)                     COMP
 GJ0708  NAD 83(1993) Z  -  3,740,706.602 (meters)                     COMP
 GJ0708  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 GJ0708  HORZ ORDER      -  SECOND
 GJ0708  ELLP ORDER      -  FIFTH     CLASS I
 GJ0708
 GJ0708.The horizontal coordinates were established by classical geodetic methods
 GJ0708.and adjusted by the National Geodetic Survey in November 1994.
 GJ0708
 GJ0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0708
 GJ0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0708.GEOID18 height accuracy estimate available here.
 GJ0708
 GJ0708.Click photographs - Photos may exist for this station.
 GJ0708
 GJ0708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0708
 GJ0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0708
 GJ0708.The ellipsoidal height was determined by GPS observations
 GJ0708.and is referenced to NAD 83.
 GJ0708
 GJ0708. The following values were computed from the NAD 83(1993) position.
 GJ0708
 GJ0708;                    North         East     Units Scale Factor Converg.
 GJ0708;SPC OK N     -   127,377.277   439,838.812   MT  0.99994557   -1 03 00.7
 GJ0708;SPC OK N     -   417,903.62  1,443,037.84   sFT  0.99994557   -1 03 00.7
 GJ0708;UTM  14      - 3,999,181.471   429,858.520   MT  0.99966062   -0 27 35.0
 GJ0708
 GJ0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0708!SPC OK N     -   0.99988708  x   0.99994557  =   0.99983265
 GJ0708!UTM  14      -   0.99988708  x   0.99966062  =   0.99954774
 GJ0708
 GJ0708:                Primary Azimuth Mark                     Grid Az
 GJ0708:SPC OK N     -  COLLAR AZ MK                             279 30 01.5
 GJ0708:UTM  14      -  COLLAR AZ MK                             278 54 35.8
 GJ0708
 GJ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME2985899181(NAD 83)
 GJ0708
 GJ0708|---------------------------------------------------------------------|
 GJ0708| PID    Reference Object                     Distance      Geod. Az  |
 GJ0708|                                                           dddmmss.s |
 GJ0708| CK8385 COLLAR RM 1                          36.838 METERS 01242     |
 GJ0708| GJ0706 ARNETT MUNICIPAL WATER TANK         APPROX. 1.0 KM 0913943.3 |
 GJ0708| GJ0707 ARNETT COUNTY COURTHOUSE MAST       APPROX. 0.8 KM 0933506.3 |
 GJ0708| CK8386 COLLAR RM 2                          22.040 METERS 09715     |
 GJ0708| CK8384 COLLAR AZ MK                                       2782700.8 |
 GJ0708|---------------------------------------------------------------------|
 GJ0708
 GJ0708                          SUPERSEDED SURVEY CONTROL
 GJ0708
 GJ0708  NAD 83(1986)-  36 08 05.29368(N)    099 46 46.43331(W) AD(       ) 2
 GJ0708  NAD 27      -  36 08 05.14157(N)    099 46 45.01801(W) AD(       ) 2
 GJ0708  NGVD 29 (11/30/89)  747.9    (m)  RAPSU86  model used  GPS OBS        
 GJ0708
 GJ0708.Superseded values are not recommended for survey control.
 GJ0708
 GJ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0708.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0708
 GJ0708_MARKER: DS = TRIANGULATION STATION DISK
 GJ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0708_STAMPING: COLLAR 1963
 GJ0708_MARK LOGO: CGS
 GJ0708_PROJECTION: FLUSH
 GJ0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0708+STABILITY: SURFACE MOTION
 GJ0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0708+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1989
 GJ0708
 GJ0708  HISTORY     - Date     Condition        Report By
 GJ0708  HISTORY     - 1963     MONUMENTED       CGS
 GJ0708  HISTORY     - 1963     GOOD             CGS
 GJ0708  HISTORY     - 19890428 GOOD             NGS
 GJ0708
 GJ0708                          STATION DESCRIPTION
 GJ0708
 GJ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0708'THE STATION IS ABOUT 0.5 MILE WEST OF THE ELLIS COUNTY COURTHOUSE
 GJ0708'AND ABOUT 100 YARDS NORTHWEST OF THE AMERICAN LEGION BUILDING IN
 GJ0708'ARNETT, ON THE EAST RIGHT-OF-WAY OF U. S. HIGHWAYS 60 AND 286.
 GJ0708'
 GJ0708'TO REACH THE STATION FROM THE COURTHOUSE GO WEST ON U. S. HIGHWAYS
 GJ0708'60 AND 283 FOR 0.5 MILE TO A METAL BUILDING AND THE STATION ON THE
 GJ0708'LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 1.2 MILES TO THE AZIMUTH
 GJ0708'MARK ON THE RIGHT.
 GJ0708'
 GJ0708'THE STATION MARK IS A STANDARD DISK, STAMPED COLLAR 1963, SET IN
 GJ0708'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0708'IT IS 47.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33.3 FEET
 GJ0708'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 4.2 FEET NORTH
 GJ0708'OF A SOUTH RIGHT-OF-WAY FENCE AND 4.8 FEET NORTHEAST OF A WITNESS
 GJ0708'POST.
 GJ0708'
 GJ0708'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLLAR NO 1 1963, SET
 GJ0708'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0708'IT IS 2.5 FEET WEST OF A POWERLINE POLE, 2.4 FEET SOUTH OF A NORTH
 GJ0708'RIGHT-OF-WAY FENCE AND 7.25 FEET NORTH OF THE CENTERLINE OF THE
 GJ0708'HIGHWAY.
 GJ0708'
 GJ0708'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLLAR NO 2 1963, SET
 GJ0708'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0708'IT IS 2.0 FEET NORTH OF THE NORTH SIDE OF THE BUILDING, 6.1 FEET
 GJ0708'WEST OF THE NORTHEAST CORNER OF THE BUILDING AND 50.6 FEET SOUTH
 GJ0708'OF THE CENTERLINE OF THE HIGHWAY.
 GJ0708'
 GJ0708'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLLAR 1963, SET IN
 GJ0708'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0708'IS 1 FOOT SOUTH OF A NORTH RIGHT-OF-WAY FENCE, 2 FEET EAST OF A
 GJ0708'WITNESS POST, 10.9 FEET WEST OF A SOUTH GATEPOST AND 49.4 FEET
 GJ0708'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GJ0708
 GJ0708                          STATION RECOVERY (1963)
 GJ0708
 GJ0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0708'RECOVERED IN GOOD CONDITION.
 GJ0708
 GJ0708                          STATION RECOVERY (1989)
 GJ0708
 GJ0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GJ0708'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 GJ0708'FOLLOWS.
 GJ0708'THE STATION IS LOCATED ABOUT 20.5 KM (12.75 MI) SOUTH OF GAGE, 18.0 KM
 GJ0708'(11.20 MI) SOUTHEAST OF SHATTUCK AND 0.5 KM (0.30 MI) WEST OF ARNETT.
 GJ0708'OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GJ0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 283 AND
 GJ0708'STATE HIGHWAY 46 IN ARNETT, GO WEST ON HIGHWAYS 60 AND 283 FOR 0.4 KM
 GJ0708'(0.25 MI) TO THE STATION ON THE LEFT, JUST AFTER PASSING A SMALL METAL
 GJ0708'BUILDING.
 GJ0708'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 35 CM ROUND
 GJ0708'CONCRETE POST THAT IS RECESSED 2 CM BELOW GROUND.  LOCATED 14.3 M
 GJ0708'(46.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.8 M (32.2 FT) WEST
 GJ0708'OF A FENCE CORNER AND NORTHWEST CORNER OF THE METAL BUILDING, 1.1 M
 GJ0708'(3.6 FT) NORTH OF A FENCE AND 1.4 M (4.6 FT) NORTHEAST OF A METAL
 GJ0708'WITNESS POST.
 GJ0708'DESCRIBED BY E.J. HANSMANN, TYPED BY HJS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0842 ***********************************************************************
 GG0842  DESIGNATION -  COLLINSVILLE MUNICIPAL TANK
 GG0842  PID         -  GG0842
 GG0842  STATE/COUNTY-  OK/TULSA
 GG0842  COUNTRY     -  US
 GG0842  USGS QUAD   -  COLLINSVILLE (2019)
 GG0842
 GG0842                         *CURRENT SURVEY CONTROL
 GG0842  ______________________________________________________________________
 GG0842* NAD 83(1993) POSITION- 36 22 02.37302(N) 095 50 42.33815(W)   ADJUSTED
 GG0842  ______________________________________________________________________
 GG0842  GEOID HEIGHT    -        -29.065 (meters)                     GEOID18
 GG0842  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 GG0842  HORZ ORDER      -  THIRD
 GG0842
 GG0842.The horizontal coordinates were established by classical geodetic methods
 GG0842.and adjusted by the National Geodetic Survey in November 1994.
 GG0842
 GG0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0842.GEOID18 height accuracy estimate available here.
 GG0842
 GG0842.Click photographs - Photos may exist for this station.
 GG0842
 GG0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0842
 GG0842. The following values were computed from the NAD 83(1993) position.
 GG0842
 GG0842;                    North         East     Units Scale Factor Converg.
 GG0842;SPC OK N     -   153,855.781   793,363.991   MT  0.99995147   +1 16 18.2
 GG0842;SPC OK N     -   504,775.17  2,602,895.03   sFT  0.99995147   +1 16 18.2
 GG0842;UTM  15      - 4,028,451.237   244,741.461   MT  1.00040287   -1 41 16.6
 GG0842
 GG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4474128451(NAD 83)
 GG0842
 GG0842                          SUPERSEDED SURVEY CONTROL
 GG0842
 GG0842  NAD 83(1986)-  36 22 02.39926(N)    095 50 42.32207(W) AD(       ) 3
 GG0842  NAD 27      -  36 22 02.04700(N)    095 50 41.36200(W) AD(       ) 3
 GG0842
 GG0842.Superseded values are not recommended for survey control.
 GG0842
 GG0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0842.See file dsdata.pdf to determine how the superseded data were derived.
 GG0842
 GG0842_MARKER: 53 = ELEVATED TANK
 GG0842
 GG0842  HISTORY     - Date     Condition        Report By
 GG0842  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0842  HISTORY     - 1939     GOOD             CGS
 GG0842  HISTORY     - 1970     GOOD             NGS
 GG0842  HISTORY     - 1974     GOOD             NGS
 GG0842
 GG0842                          STATION DESCRIPTION
 GG0842
 GG0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0842'STATION IS THE FINIAL OF THE COLLINSVILLE MUNICIPAL WATER
 GG0842'TANK AND IS LOCATED IN ABOUT THE CENTER OF THE TOWN.  THIS
 GG0842'IS AN INTERSECTION STATION.
 GG0842
 GG0842                          STATION RECOVERY (1970)
 GG0842
 GG0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 GG0842'THIS STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GG0842'FOLLOWS--THIS STATION IS THE SMALLER OF TWO WATER TANKS LOCATED
 GG0842'ABOUT IN THE CENTER OF COLLINSVILLE.  THE TANKS ARE LOCATED ON A
 GG0842'FENCED LOT OWNED BY THE WATER BOARD, IT IS BETWEEN OAK AND WALNUT
 GG0842'STREETS AND 16TH AND 17TH AVENUES.  THE STATION IS THE FINIAL OF
 GG0842'THE CONICAL ROOF OF THE TANK.
 GG0842'
 GG0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLLINSVILLE.
 GG0842
 GG0842                          STATION RECOVERY (1974)
 GG0842
 GG0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GG0842'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0969 ***********************************************************************
 EL0969  DESIGNATION -  COMANCHE
 EL0969  PID         -  EL0969
 EL0969  STATE/COUNTY-  OK/STEPHENS
 EL0969  COUNTRY     -  US
 EL0969  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0969
 EL0969                         *CURRENT SURVEY CONTROL
 EL0969  ______________________________________________________________________
 EL0969* NAD 83(1993) POSITION- 34 22 34.58921(N) 097 54 39.63800(W)   ADJUSTED
 EL0969* NAVD 88 ORTHO HEIGHT -   338.1   (meters)     1109.    (feet) VERTCON3
 EL0969  ______________________________________________________________________
 EL0969  GEOID HEIGHT    -        -25.541 (meters)                     GEOID18
 EL0969  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 EL0969  HORZ ORDER      -  FIRST
 EL0969
 EL0969.The horizontal coordinates were established by classical geodetic methods
 EL0969.and adjusted by the National Geodetic Survey in November 1994.
 EL0969
 EL0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0969
 EL0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0969.GEOID18 height accuracy estimate available here.
 EL0969
 EL0969.Click photographs - Photos may exist for this station.
 EL0969
 EL0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0969
 EL0969. The following values were computed from the NAD 83(1993) position.
 EL0969
 EL0969;                    North         East     Units Scale Factor Converg.
 EL0969;SPC OK S     -   115,689.911   608,184.372   MT  0.99994249   +0 03 01.8
 EL0969;SPC OK S     -   379,559.32  1,995,351.56   sFT  0.99994249   +0 03 01.8
 EL0969;UTM  14      - 3,804,415.131   600,122.431   MT  0.99972356   +0 36 53.7
 EL0969
 EL0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0969!SPC OK S     -   0.99995094  x   0.99994249  =   0.99989343
 EL0969!UTM  14      -   0.99995094  x   0.99972356  =   0.99967451
 EL0969
 EL0969:                Primary Azimuth Mark                     Grid Az
 EL0969:SPC OK S     -  COMANCHE AZ MK                           188 45 59.3
 EL0969:UTM  14      -  COMANCHE AZ MK                           188 12 07.4
 EL0969
 EL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0012204415(NAD 83)
 EL0969
 EL0969|---------------------------------------------------------------------|
 EL0969| PID    Reference Object                     Distance      Geod. Az  |
 EL0969|                                                           dddmmss.s |
 EL0969| EL0974 COMANCHE RM 3                        15.902 METERS 13128     |
 EL0969| CX9281 COMANCHE AZ MK                                     1884901.1 |
 EL0969| EL0975 COMANCHE RM A                        20.513 METERS 21629     |
 EL0969| EL0966 COMANCHE MUNICIPAL TANK             APPROX. 5.2 KM 2561944.5 |
 EL0969| CX9282 COMANCHE RM 1                        14.530 METERS 26923     |
 EL0969| EL0976 DUNCAN VORTAC                       APPROX. 1.1 KM 3293517.2 |
 EL0969| CX9283 COMANCHE RM 2                        12.983 METERS 33636     |
 EL0969|---------------------------------------------------------------------|
 EL0969
 EL0969                          SUPERSEDED SURVEY CONTROL
 EL0969
 EL0969  NAD 83(1986)-  34 22 34.59297(N)    097 54 39.62456(W) AD(       ) 1
 EL0969  NAD 27      -  34 22 34.28400(N)    097 54 38.50200(W) AD(       ) 1
 EL0969  NGVD 29 (07/19/86)  338.0    (m)         1109.     (f) VERT ANG       
 EL0969
 EL0969.Superseded values are not recommended for survey control.
 EL0969
 EL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0969.See file dsdata.pdf to determine how the superseded data were derived.
 EL0969
 EL0969_MARKER: DS = TRIANGULATION STATION DISK
 EL0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0969_STAMPING: COMANCHE 1947
 EL0969_MARK LOGO: CGS
 EL0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0969+STABILITY: SURFACE MOTION
 EL0969
 EL0969  HISTORY     - Date     Condition        Report By
 EL0969  HISTORY     - 1948     MONUMENTED       CGS
 EL0969  HISTORY     - 1963     GOOD             CGS
 EL0969  HISTORY     - 1968     GOOD             CGS
 EL0969
 EL0969                          STATION DESCRIPTION
 EL0969
 EL0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0969'THE STATION IS LOCATED ABOUT 3.0 MILES EAST AND 0.5 MILE NORTH
 EL0969'OF COMANCHE ON THE SOUTH RIGHT-OF-WAY OF EAST-WEST ROAD.
 EL0969'IT IS 25 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 EL0969'20 FEET WEST OF WEST END OF GATE, 6 FEET WEST OF WITNESS POST
 EL0969'AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 EL0969'COMANCHE 1947 AND PROJECTS 2 INCHES.
 EL0969'
 EL0969'REFERENCE MARK NO 1 IS WEST OF THE STATION, 25 FEET SOUTH OF THE
 EL0969'CENTER OF EAST-WEST ROAD AND 1 FOOT NORTH OF EAST-WEST FENCE
 EL0969'LINE.  IT IS STAMPED COMANCHE NO 1 1947 AND PROJECTS 2 INCHES.
 EL0969'
 EL0969'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 20 FEET
 EL0969'NORTH OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT SOUTH OF
 EL0969'EAST-WEST FENCE LINE.  IT IS STAMPED COMANCHE NO 2 1947 AND
 EL0969'PROJECTS 2 INCHES.
 EL0969'
 EL0969'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH OF THE STATION,
 EL0969'45 FEET NORTH OF THE CENTER OF STATE ROUTE 53, 45 FEET EAST OF
 EL0969'THE CENTER OF NORTH-SOUTH ROAD, 3 FEET WEST-NORTHWEST OF WITNESS
 EL0969'POST AND 1 FOOT NORTHEAST OF FENCE CORNER.  IT IS STAMPED
 EL0969'COMANCHE 1947 AND PROJECTS 3 INCHES.
 EL0969'
 EL0969'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 EL0969'OF U.S. HIGHWAY 81 AND STATE HIGHWAY 53 IN COMANCHE, GO EAST
 EL0969'ON STATE HIGHWAY 53 FOR 3.0 MILES TO CROSS ROADS AND AZIMUTH
 EL0969'MARK IN NORTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO NORTH
 EL0969'ON DIRT ROAD FOR 0.45 MILE TO CROSSROADS, TURN RIGHT AND GO
 EL0969'EAST ON DIRT ROAD FOR 0.1 MILE TO THE STATION ON SOUTH SIDE AS
 EL0969'DESCRIBED.
 EL0969'
 EL0969'A 47 FOOT SIGNAL AT STATION DUNCAN 1902 IS VISIBLE AT 4 FEET
 EL0969'
 EL0969'A 47 FOOT SIGNAL AT STATION ARBUCKLE VELMA USGS IS VISIBLE
 EL0969'AT 4 FEET
 EL0969'
 EL0969'A 4 FOOT SIGNAL AT STATION MONUMENT 1902 IS VISIBLE AT 4 FEET
 EL0969'
 EL0969'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 EL0969
 EL0969                          STATION RECOVERY (1963)
 EL0969
 EL0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0969'STATION, REFERENCE MARK NUMBER ONE AND AZIMUTH MARK RECOVERED AS
 EL0969'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION IS IN THE
 EL0969'NW 1/4 OF THE NW 1/4 OF SEC. 23, T. 2 S., R. 7 W.
 EL0969'
 EL0969'REFERENCE MARK NUMBER TWO HAS BEEN DESTROYED, THE CONCRETE BLOCK
 EL0969'AND DISK WAS FOUND AT THE NORTH RIGHT-OF-WAY FENCE LINE.
 EL0969'
 EL0969'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHWEST OF THE STATION IN
 EL0969'THE NORTHEAST ANGLE OF CROSSROADS, 1 FOOT NORTHEAST OF A POWER
 EL0969'LINE POLE USED AS A CORNER FENCE POST.
 EL0969'
 EL0969'THE DESCRIPTION TO REACH IS ADEQUATE.
 EL0969
 EL0969                          STATION RECOVERY (1968)
 EL0969
 EL0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0969'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 EL0969'RECOVERED AS DESCRIBED IN 1948 BY R.L.E. AND FOUND IN GOOD
 EL0969'CONDITION.  REFERENCE MARK 2 WAS FOUND AND HAS BEEN DESTROYED.  A
 EL0969'DIFFERENCE IN DIRECTION WAS FOUND TO REFERENCE MARK 1 AND THE
 EL0969'AZIMUTH MARK.  REFERENCE MARK 3 WAS ESTABLISHED.  THE ROUTE TO
 EL0969'THE STATION IS ADEQUATE.  REFERENCE MARK 3 IS A STANDARD DISK,
 EL0969'STAMPED COMANCHE NO 3 1948, SET IN THE TOP OF A 12 INCH ROUND
 EL0969'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 EL0969'10 FEET EAST OF A NORTH-SOUTH FENCELINE, 23 FEET SOUTHWEST OF
 EL0969'THE APPROXIMATE CENTER OF A DRIVE WAY, 18.5 FEET NORTHWEST
 EL0969'OF A 10 INCH OAK TREE, 36.5 FEET SOUTH OF A NORTHEAST FENCE
 EL0969'CORNER AND 55.5 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT
 EL0969'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0978 ***********************************************************************
 EL0978  DESIGNATION -  COMANCHE AM PIPE CO MICROWAVE
 EL0978  PID         -  EL0978
 EL0978  STATE/COUNTY-  OK/STEPHENS
 EL0978  COUNTRY     -  US
 EL0978  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0978
 EL0978                         *CURRENT SURVEY CONTROL
 EL0978  ______________________________________________________________________
 EL0978* NAD 83(1993) POSITION- 34 23 29.41924(N) 097 59 38.56273(W)   ADJUSTED
 EL0978  ______________________________________________________________________
 EL0978  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 EL0978  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 EL0978  HORZ ORDER      -  THIRD
 EL0978
 EL0978.The horizontal coordinates were established by classical geodetic methods
 EL0978.and adjusted by the National Geodetic Survey in November 1994.
 EL0978
 EL0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0978.GEOID18 height accuracy estimate available here.
 EL0978
 EL0978.Click photographs - Photos may exist for this station.
 EL0978
 EL0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0978
 EL0978. The following values were computed from the NAD 83(1993) position.
 EL0978
 EL0978;                    North         East     Units Scale Factor Converg.
 EL0978;SPC OK S     -   117,375.738   600,547.564   MT  0.99994157   +0 00 12.2
 EL0978;SPC OK S     -   385,090.23  1,970,296.47   sFT  0.99994157   +0 00 12.2
 EL0978;UTM  14      - 3,806,025.251   592,471.122   MT  0.99970540   +0 34 05.7
 EL0978
 EL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9247106025(NAD 83)
 EL0978
 EL0978                          SUPERSEDED SURVEY CONTROL
 EL0978
 EL0978  NAD 83(1986)-  34 23 29.42362(N)    097 59 38.54920(W) AD(       ) 3
 EL0978  NAD 27      -  34 23 29.11804(N)    097 59 37.42375(W) AD(       ) 3
 EL0978
 EL0978.Superseded values are not recommended for survey control.
 EL0978
 EL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0978.See file dsdata.pdf to determine how the superseded data were derived.
 EL0978
 EL0978_MARKER: 44 = MICROWAVE MAST
 EL0978
 EL0978  HISTORY     - Date     Condition        Report By
 EL0978  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL0978
 EL0978                          STATION DESCRIPTION
 EL0978
 EL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0978'STATION IS LOCATED ON A HIGH HILL, ABOUT 2-1/2 MILES NORTHWEST
 EL0978'OF COMANCHE, 1.65 MILES WEST OF U.S. HIGHWAY 81 AND ABOUT 300
 EL0978'FEET NORTH OF AN EAST-WEST SURFACED ROAD.
 EL0978'
 EL0978'A TRIANGULAR SHAPED STEEL MAST, APPROXIMATELY 210 FEET IN HEIGHT,
 EL0978'PAINTED RED-WHITE ALTERNATE SECTIONS AND HAS TWO ROUND TRANSMITTING
 EL0978'FANS MOUNTED AT TOP.
 EL0978'
 EL0978'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0966 ***********************************************************************
 EL0966  DESIGNATION -  COMANCHE MUNICIPAL TANK
 EL0966  PID         -  EL0966
 EL0966  STATE/COUNTY-  OK/STEPHENS
 EL0966  COUNTRY     -  US
 EL0966  USGS QUAD   -  COMANCHE (2018)
 EL0966
 EL0966                         *CURRENT SURVEY CONTROL
 EL0966  ______________________________________________________________________
 EL0966* NAD 83(1993) POSITION- 34 21 54.53631(N) 097 57 57.98970(W)   ADJUSTED
 EL0966  ______________________________________________________________________
 EL0966  GEOID HEIGHT    -        -25.442 (meters)                     GEOID18
 EL0966  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 EL0966  HORZ ORDER      -  THIRD
 EL0966
 EL0966.The horizontal coordinates were established by classical geodetic methods
 EL0966.and adjusted by the National Geodetic Survey in November 1994.
 EL0966
 EL0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0966.GEOID18 height accuracy estimate available here.
 EL0966
 EL0966.Click photographs - Photos may exist for this station.
 EL0966
 EL0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0966
 EL0966. The following values were computed from the NAD 83(1993) position.
 EL0966
 EL0966;                    North         East     Units Scale Factor Converg.
 EL0966;SPC OK S     -   114,452.721   603,117.444   MT  0.99994321   +0 01 09.3
 EL0966;SPC OK S     -   375,500.30  1,978,727.81   sFT  0.99994321   +0 01 09.3
 EL0966;UTM  14      - 3,803,128.380   595,069.075   MT  0.99971141   +0 35 01.1
 EL0966
 EL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9506903128(NAD 83)
 EL0966
 EL0966                          SUPERSEDED SURVEY CONTROL
 EL0966
 EL0966  NAD 83(1986)-  34 21 54.53991(N)    097 57 57.97554(W) AD(       ) 3
 EL0966  NAD 27      -  34 21 54.24000(N)    097 57 56.85400(W) AD(       ) 3
 EL0966
 EL0966.Superseded values are not recommended for survey control.
 EL0966
 EL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0966.See file dsdata.pdf to determine how the superseded data were derived.
 EL0966
 EL0966_MARKER: 53 = ELEVATED TANK
 EL0966
 EL0966  HISTORY     - Date     Condition        Report By
 EL0966  HISTORY     - 1948     FIRST OBSERVED   CGS
 EL0966  HISTORY     - 1965     GOOD             CGS
 EL0966  HISTORY     - 1968     GOOD             CGS
 EL0966
 EL0966                          STATION DESCRIPTION
 EL0966
 EL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0966'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY.
 EL0966'LOCATED ABOUT 0.75 MILE SOUTHWEST OF THE CENTER OF TOWN ON
 EL0966'A HIGH HILL, 0.2 MILE WEST OF U.S. HIGHWAY 81 AND 275 FEET
 EL0966'NORTHWEST OF COMANCHE HIGH SCHOOL.  IT IS A FOUR LEGGED STEEL
 EL0966'STRUCTURE.  HEIGHT OF BOTTOM OF TANK TO THE GROUND IS 53 FEET.
 EL0966'POINT OBSERVED UPON FEED PIPE IN CENTER OF BOTTOM OF TANK.
 EL0966
 EL0966                          STATION RECOVERY (1965)
 EL0966
 EL0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0966'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EL0966
 EL0966                          STATION RECOVERY (1968)
 EL0966
 EL0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0966'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0974 ***********************************************************************
 EL0974  DESIGNATION -  COMANCHE RM 3
 EL0974  PID         -  EL0974
 EL0974  STATE/COUNTY-  OK/STEPHENS
 EL0974  COUNTRY     -  US
 EL0974  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0974
 EL0974                         *CURRENT SURVEY CONTROL
 EL0974  ______________________________________________________________________
 EL0974* NAD 83(1993) POSITION- 34 22 34.24743(N) 097 54 39.17165(W)   ADJUSTED
 EL0974* NAVD 88 ORTHO HEIGHT -   338.1   (meters)     1109.    (feet) VERTCON3
 EL0974  ______________________________________________________________________
 EL0974  GEOID HEIGHT    -        -25.541 (meters)                     GEOID18
 EL0974  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 EL0974  HORZ ORDER      -  FIRST
 EL0974
 EL0974.The horizontal coordinates were established by classical geodetic methods
 EL0974.and adjusted by the National Geodetic Survey in November 1994.
 EL0974
 EL0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0974
 EL0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0974.GEOID18 height accuracy estimate available here.
 EL0974
 EL0974.Click photographs - Photos may exist for this station.
 EL0974
 EL0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0974
 EL0974. The following values were computed from the NAD 83(1993) position.
 EL0974
 EL0974;                    North         East     Units Scale Factor Converg.
 EL0974;SPC OK S     -   115,679.390   608,196.295   MT  0.99994250   +0 03 02.1
 EL0974;SPC OK S     -   379,524.80  1,995,390.68   sFT  0.99994250   +0 03 02.1
 EL0974;UTM  14      - 3,804,404.731   600,134.454   MT  0.99972359   +0 36 54.0
 EL0974
 EL0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0974!SPC OK S     -   0.99995094  x   0.99994250  =   0.99989344
 EL0974!UTM  14      -   0.99995094  x   0.99972359  =   0.99967454
 EL0974
 EL0974:                Primary Azimuth Mark                     Grid Az
 EL0974:SPC OK S     -  COMANCHE AZ MK                           189 44 47.7
 EL0974:UTM  14      -  COMANCHE AZ MK                           189 10 55.8
 EL0974
 EL0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0013404404(NAD 83)
 EL0974
 EL0974|---------------------------------------------------------------------|
 EL0974| PID    Reference Object                     Distance      Geod. Az  |
 EL0974|                                                           dddmmss.s |
 EL0974| CX9281 COMANCHE AZ MK                                     1894749.8 |
 EL0974|---------------------------------------------------------------------|
 EL0974
 EL0974                          SUPERSEDED SURVEY CONTROL
 EL0974
 EL0974  NAD 83(1986)-  34 22 34.25123(N)    097 54 39.15814(W) AD(       ) 1
 EL0974  NAD 27      -  34 22 33.94221(N)    097 54 38.03565(W) AD(       ) 1
 EL0974  NGVD 29 (07/19/86)  338.0    (m)         1109.     (f) VERT ANG       
 EL0974
 EL0974.Superseded values are not recommended for survey control.
 EL0974
 EL0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0974.See file dsdata.pdf to determine how the superseded data were derived.
 EL0974
 EL0974_MARKER: DR = REFERENCE MARK DISK
 EL0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0974_STAMPING: COMANCHE NO 3 1948
 EL0974_MARK LOGO: CGS
 EL0974_PROJECTION: PROJECTING 8 CENTIMETERS
 EL0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0974+STABILITY: SURFACE MOTION
 EL0974
 EL0974  HISTORY     - Date     Condition        Report By
 EL0974  HISTORY     - 1968     MONUMENTED       CGS
 EL0974
 EL0974                          STATION DESCRIPTION
 EL0974
 EL0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0974'THE STATION IS LOCATED ABOUT 3 MILES EAST AND 1/2 MILE NORTH OF
 EL0974'COMANCHE ALONG THE SOUTH SIDE OF A DIRT ROAD AND IN THE NORTHEAST
 EL0974'CORNER OF A FIELD.
 EL0974'
 EL0974'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 81
 EL0974'AND STATE HIGHWAY 53 IN COMANCHE, GO EAST ON STATE HIGHWAY 53
 EL0974'FOR 3.0 MILES TO A CROSSROADS AND COMANCHE 1947 AZIMUTH MARK
 EL0974'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION, TURN LEFT
 EL0974'AND GO NORTH ON THE DIRT ROAD FOR 0.45 MILE TO A DIRT ROAD RIGHT,
 EL0974'TURN RIGHT AND GO EAST ON THE DIRT ROAD FOR 0.1 MILE TO DRIVEWAY
 EL0974'RIGHT AND THE STATION LOCATED ON THE RIGHT AS DESCRIBED.
 EL0974'
 EL0974'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 EL0974'COMANCHE NO 3 1948 SET IN TOP OF 12 INCH CONCRETE CYLINDER WHICH
 EL0974'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS LOCATED
 EL0974'10.0 FEET EAST OF A NORTH-SOUTH FENCE LINE, 18-1/2 FEET NORTHWEST
 EL0974'OF A 10-INCH OAK TREE, 23 FEET SOUTHWEST OF THE APPROXIMATE
 EL0974'CENTER OF A DIRT ROAD, 36-1/2 FEET SOUTH OF THE NORTHEAST FENCE
 EL0974'CORNER AND 55-1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF
 EL0974'THE MAIN DIRT ROAD.
 EL0974'
 EL0974'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0975 ***********************************************************************
 EL0975  DESIGNATION -  COMANCHE RM A
 EL0975  PID         -  EL0975
 EL0975  STATE/COUNTY-  OK/STEPHENS
 EL0975  COUNTRY     -  US
 EL0975  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0975
 EL0975                         *CURRENT SURVEY CONTROL
 EL0975  ______________________________________________________________________
 EL0975* NAD 83(1993) POSITION- 34 22 34.05395(N) 097 54 40.11536(W)   ADJUSTED
 EL0975* NAVD 88 ORTHO HEIGHT -   336.6   (meters)     1104.    (feet) VERTCON3
 EL0975  ______________________________________________________________________
 EL0975  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 EL0975  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 EL0975  HORZ ORDER      -  FIRST
 EL0975
 EL0975.The horizontal coordinates were established by classical geodetic methods
 EL0975.and adjusted by the National Geodetic Survey in November 1994.
 EL0975
 EL0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0975
 EL0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0975.GEOID18 height accuracy estimate available here.
 EL0975
 EL0975.Click photographs - Photos may exist for this station.
 EL0975
 EL0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0975
 EL0975. The following values were computed from the NAD 83(1993) position.
 EL0975
 EL0975;                    North         East     Units Scale Factor Converg.
 EL0975;SPC OK S     -   115,673.408   608,172.191   MT  0.99994250   +0 03 01.6
 EL0975;SPC OK S     -   379,505.17  1,995,311.60   sFT  0.99994250   +0 03 01.6
 EL0975;UTM  14      - 3,804,398.512   600,110.416   MT  0.99972353   +0 36 53.4
 EL0975
 EL0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0975!SPC OK S     -   0.99995117  x   0.99994250  =   0.99989368
 EL0975!UTM  14      -   0.99995117  x   0.99972353  =   0.99967472
 EL0975
 EL0975:                Primary Azimuth Mark                     Grid Az
 EL0975:SPC OK S     -  GADDIS                                   012 58 51.3
 EL0975:UTM  14      -  GADDIS                                   012 24 59.5
 EL0975
 EL0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0011004398(NAD 83)
 EL0975
 EL0975|---------------------------------------------------------------------|
 EL0975| PID    Reference Object                     Distance      Geod. Az  |
 EL0975|                                                           dddmmss.s |
 EL0975| EL0973 DUNCAN JONES MAST KJC 5533          APPROX.13.2 KM 0060552.6 |
 EL0975| EL0972 GADDIS                              APPROX.13.9 KM 0130152.9 |
 EL0975| EL0969 COMANCHE                             20.513 METERS 03629     |
 EL0975| EL0974 COMANCHE RM 3                        24.837 METERS 07607     |
 EL0975| EL0967 COMANCHE W FARM COOP ELEC MAST      APPROX. 4.8 KM 2261938.9 |
 EL0975| EL0966 COMANCHE MUNICIPAL TANK             APPROX. 5.2 KM 2562825.5 |
 EL0975| EL0978 COMANCHE AM PIPE CO MICROWAVE       APPROX. 7.8 KM 2823810.2 |
 EL0975| EL0976 DUNCAN VORTAC                       APPROX. 1.1 KM 3303614.6 |
 EL0975| EL0977 DUNCAN HALLIBURTON TEST TOWER       APPROX.13.1 KM 3371146.8 |
 EL0975| EL0970 HALLIBURTON FIELD AIRPORT BEACON    APPROX.12.8 KM 3381547.2 |
 EL0975| EL1004 DUNCAN SCHLUMBERGER KKQ 804         APPROX.19.0 KM 3384951.9 |
 EL0975| EL0995 DUNCAN RADIO STA KRHD MAST          APPROX.16.0 KM 3404316.5 |
 EL0975| EL1000 DUNCAN HALLIBURTON KKL 239 MW       APPROX.18.5 KM 3443208.0 |
 EL0975|---------------------------------------------------------------------|
 EL0975
 EL0975                          SUPERSEDED SURVEY CONTROL
 EL0975
 EL0975  NAD 83(1986)-  34 22 34.05784(N)    097 54 40.10173(W) AD(       ) 1
 EL0975  NAD 27      -  34 22 33.74874(N)    097 54 38.97934(W) AD(       ) 1
 EL0975  NGVD 29 (07/19/86)  336.5    (m)         1104.     (f) VERT ANG       
 EL0975
 EL0975.Superseded values are not recommended for survey control.
 EL0975
 EL0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0975.See file dsdata.pdf to determine how the superseded data were derived.
 EL0975
 EL0975_MARKER: DS = TRIANGULATION STATION DISK
 EL0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0975_STAMPING: COMANCHE RM A 1968
 EL0975_MARK LOGO: CGS
 EL0975_PROJECTION: RECESSED 46 CENTIMETERS
 EL0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0975+STABILITY: SURFACE MOTION
 EL0975
 EL0975  HISTORY     - Date     Condition        Report By
 EL0975  HISTORY     - 1968     MONUMENTED       CGS
 EL0975
 EL0975                          STATION DESCRIPTION
 EL0975
 EL0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0975'THE STATION IS LOCATED IN THE SAME AREA AS COMANCHE RM 3 AND ON
 EL0975'PROPERTY OWNED BY MR. ANDREW POWERS.
 EL0975'
 EL0975'THE STATION MARK IS A STANDARD DISK, STAMPED COMANCHE RM A 1968,
 EL0975'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH IS 18 INCHES
 EL0975'BELOW THE GROUND.  IT IS 76 FEET SOUTH OF THE APPROXIMATE CENTER
 EL0975'OF A GRAVELED ROAD, 72 FEET WEST OF A NORTH-SOUTH FENCE AND 52.5
 EL0975'FEET SOUTH OF AN EAST-WEST FENCE.
 EL0975'
 EL0975'A TRAVERSE CONNECTION WAS TO COMANCHE RM 3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0967 ***********************************************************************
 EL0967  DESIGNATION -  COMANCHE W FARM COOP ELEC MAST
 EL0967  PID         -  EL0967
 EL0967  STATE/COUNTY-  OK/STEPHENS
 EL0967  COUNTRY     -  US
 EL0967  USGS QUAD   -  COMANCHE (2018)
 EL0967
 EL0967                         *CURRENT SURVEY CONTROL
 EL0967  ______________________________________________________________________
 EL0967* NAD 83(1993) POSITION- 34 20 46.53280(N) 097 56 55.87131(W)   ADJUSTED
 EL0967  ______________________________________________________________________
 EL0967  GEOID HEIGHT    -        -25.449 (meters)                     GEOID18
 EL0967  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 EL0967  HORZ ORDER      -  THIRD
 EL0967
 EL0967.The horizontal coordinates were established by classical geodetic methods
 EL0967.and adjusted by the National Geodetic Survey in November 1994.
 EL0967
 EL0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0967.GEOID18 height accuracy estimate available here.
 EL0967
 EL0967.Click photographs - Photos may exist for this station.
 EL0967
 EL0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0967
 EL0967. The following values were computed from the NAD 83(1993) position.
 EL0967
 EL0967;                    North         East     Units Scale Factor Converg.
 EL0967;SPC OK S     -   112,358.077   604,705.671   MT  0.99994452   +0 01 44.5
 EL0967;SPC OK S     -   368,628.12  1,983,938.52   sFT  0.99994452   +0 01 44.5
 EL0967;UTM  14      - 3,801,049.957   596,677.481   MT  0.99971521   +0 35 35.1
 EL0967
 EL0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9667701049(NAD 83)
 EL0967
 EL0967                          SUPERSEDED SURVEY CONTROL
 EL0967
 EL0967  NAD 83(1986)-  34 20 46.53682(N)    097 56 55.85790(W) AD(       ) 3
 EL0967  NAD 27      -  34 20 46.22366(N)    097 56 54.73456(W) AD(       ) 3
 EL0967
 EL0967.Superseded values are not recommended for survey control.
 EL0967
 EL0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0967.See file dsdata.pdf to determine how the superseded data were derived.
 EL0967
 EL0967_MARKER: 41 = ANTENNA MAST
 EL0967
 EL0967  HISTORY     - Date     Condition        Report By
 EL0967  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL0967
 EL0967                          STATION DESCRIPTION
 EL0967
 EL0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0967'STATION IS LOCATED ON A HIGH HILL, INSIDE A FENCED PASTURE, ABOUT
 EL0967'2 MILES SOUTHEAST OF COMANCHE, 1-1/2 MILES EAST OF U.S. HIGHWAY
 EL0967'81 AND 0.1 MILE WEST OF THE ELECTRIC CORPORATIONS ELECTRIC
 EL0967'SUB-STATION.
 EL0967'
 EL0967'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST, APPROXIMATELY
 EL0967'300 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS AND HAS
 EL0967'TWO LARGE HECTAGON SHAPED TRANSMITTING FANS MOUNTED AT TOP.
 EL0967'
 EL0967'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1141 ***********************************************************************
 FH1141  DESIGNATION -  COMBS RESET
 FH1141  PID         -  FH1141
 FH1141  STATE/COUNTY-  OK/MUSKOGEE
 FH1141  COUNTRY     -  US
 FH1141  USGS QUAD   -  HASKELL (2018)
 FH1141
 FH1141                         *CURRENT SURVEY CONTROL
 FH1141  ______________________________________________________________________
 FH1141* NAD 83(1993) POSITION- 35 46 20.52344(N) 095 40 17.95813(W)   ADJUSTED
 FH1141* NAVD 88 ORTHO HEIGHT -   199.4   (meters)      654.    (feet) VERTCON3
 FH1141  ______________________________________________________________________
 FH1141  GEOID HEIGHT    -        -29.381 (meters)                     GEOID18
 FH1141  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 FH1141  HORZ ORDER      -  FIRST
 FH1141
 FH1141.The horizontal coordinates were established by classical geodetic methods
 FH1141.and adjusted by the National Geodetic Survey in November 1994.
 FH1141
 FH1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1141
 FH1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1141.GEOID18 height accuracy estimate available here.
 FH1141
 FH1141.Click photographs - Photos may exist for this station.
 FH1141
 FH1141.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1141
 FH1141. The following values were computed from the NAD 83(1993) position.
 FH1141
 FH1141;                    North         East     Units Scale Factor Converg.
 FH1141;SPC OK N     -    88,220.563   810,507.117   MT  0.99996904   +1 22 26.6
 FH1141;SPC OK N     -   289,436.96  2,659,138.77   sFT  0.99996904   +1 22 26.6
 FH1141;UTM  15      - 3,961,994.063   258,492.061   MT  1.00031878   -1 33 45.1
 FH1141
 FH1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1141!SPC OK N     -   0.99997332  x   0.99996904  =   0.99994236
 FH1141!UTM  15      -   0.99997332  x   1.00031878  =   1.00029209
 FH1141
 FH1141:                Primary Azimuth Mark                     Grid Az
 FH1141:SPC OK N     -  STUBBIN                                  109 50 45.8
 FH1141:UTM  15      -  STUBBIN                                  112 46 57.5
 FH1141
 FH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5849261994(NAD 83)
 FH1141
 FH1141|---------------------------------------------------------------------|
 FH1141| PID    Reference Object                     Distance      Geod. Az  |
 FH1141|                                                           dddmmss.s |
 FH1141| CI0627 COMBS RM 1                           32.675 METERS 02719     |
 FH1141| FH1140 PORTER BLACK WATER TANK             APPROX.16.9 KM 0522234.0 |
 FH1141| FH1139 TAFT STATE ORPHANAGE WATER TK       APPROX.11.5 KM 0914410.6 |
 FH1141| CI0626 COMBS AZ MK                                        0994658.6 |
 FH1141| FH1147 STUBBIN                             APPROX.14.9 KM 1111312.4 |
 FH1141| CI0628 COMBS RM 2                           41.825 METERS 12222     |
 FH1141| FH1143 HASKELL MUNICIPAL TANK WEST         APPROX. 5.4 KM 3561920.7 |
 FH1141| FH1142 HASKELL MUNICIPAL TANK EAST         APPROX. 5.2 KM 3590509.8 |
 FH1141|---------------------------------------------------------------------|
 FH1141
 FH1141                          SUPERSEDED SURVEY CONTROL
 FH1141
 FH1141  NAD 83(1986)-  35 46 20.54688(N)    095 40 17.94567(W) AD(       ) 1
 FH1141  NAD 27      -  35 46 20.18500(N)    095 40 17.00200(W) AD(       ) 1
 FH1141  NGVD 29 (07/19/86)  199.1    (m)          653.     (f) VERT ANG       
 FH1141
 FH1141.Superseded values are not recommended for survey control.
 FH1141
 FH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1141.See file dsdata.pdf to determine how the superseded data were derived.
 FH1141
 FH1141_MARKER: DS = TRIANGULATION STATION DISK
 FH1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1141_STAMPING: COMBS 1934
 FH1141_MARK LOGO: CGS
 FH1141_PROJECTION: PROJECTING 10 CENTIMETERS
 FH1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1141+STABILITY: SURFACE MOTION
 FH1141
 FH1141  HISTORY     - Date     Condition        Report By
 FH1141  HISTORY     - 1960     MONUMENTED       CGS
 FH1141  HISTORY     - 1968     GOOD             CGS
 FH1141
 FH1141                          STATION DESCRIPTION
 FH1141
 FH1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1141'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND.
 FH1141'THE UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FH1141'THE SURFACE MARK WAS RESET BY PLUMBING OVER THE UNDERGROUND
 FH1141'MARK.  THE TOP OF THE CONCRETE POST WAS CHIPPED BUT THE DISK
 FH1141'WAS SOLID.  IT IS ABOUT 100 FEET NORTH OF THE NORTHEAST CORNER
 FH1141'OF A BARN, ABOUT 10 FEET NORTH OF LOT FENCE AND PROJECTS 4
 FH1141'INCHES.
 FH1141'
 FH1141'THE AZIMUTH MARK IS ABOUT 1.0 MILE EAST-SOUTHEAST OF THE
 FH1141'STATION, 45 PACES NORTH OF THE CENTERLINE OF EAST-WEST
 FH1141'SECTION-LINE ROAD, 15 PACES WEST OF CENTERLINE OF HIGHWAY
 FH1141'AND IS FLUSH WITH THE GROUND.
 FH1141'
 FH1141'TO REACH THE STATION FROM HASKELL GO SOUTH ON U.S. HIGHWAY
 FH1141'64 FOR 3.1 MILES TO FORKS AND ANGLING CROSSROADS, TAKE RIGHT
 FH1141'FORK AND CONTINUE SOUTH FOR 0.6 MILE TO CROSSROADS (AZIMUTH
 FH1141'MARK IS ABOUT 0.3 MILE EAST), TURN RIGHT AND GO WEST FOR 0.8
 FH1141'MILE TO GATE AND CATTLE GUARD ON RIGHT, TURN RIGHT AND GO
 FH1141'NORTHEAST ON DRIVEWAY FOR 0.25 MILE TO STATION TO NORTH OF
 FH1141'FARM BUILDINGS.
 FH1141
 FH1141                          STATION RECOVERY (1968)
 FH1141
 FH1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JEK)
 FH1141'STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK AND BOTH
 FH1141'REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 FH1141'MARK WAS NOT FOUND.  MEASURED QUANTITIES WERE AS SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0720 ***********************************************************************
 GG0720  DESIGNATION -  COMMERCE
 GG0720  PID         -  GG0720
 GG0720  STATE/COUNTY-  OK/OTTAWA
 GG0720  COUNTRY     -  US
 GG0720  USGS QUAD   -  PICHER (2018)
 GG0720
 GG0720                         *CURRENT SURVEY CONTROL
 GG0720  ______________________________________________________________________
 GG0720* NAD 83(1997) POSITION- 36 56 36.54649(N) 094 51 27.73453(W)   ADJUSTED
 GG0720* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 GG0720  ______________________________________________________________________
 GG0720  GEOID HEIGHT    -        -29.501 (meters)                     GEOID18
 GG0720  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 GG0720  HORZ ORDER      -  SECOND
 GG0720
 GG0720.The horizontal coordinates were established by classical geodetic methods
 GG0720.and adjusted by the National Geodetic Survey in October 1998.
 GG0720
 GG0720.The orthometric height was scaled from a topographic map.
 GG0720
 GG0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0720.GEOID18 height accuracy estimate available here.
 GG0720
 GG0720.Click photographs - Photos may exist for this station.
 GG0720
 GG0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0720
 GG0720. The following values were computed from the NAD 83(1997) position.
 GG0720
 GG0720;                    North         East     Units Scale Factor Converg.
 GG0720;SPC OK N     -   220,175.439   879,869.388   MT  1.00003704   +1 51 15.9
 GG0720;SPC OK N     -   722,358.92  2,886,704.82   sFT  1.00003704   +1 51 15.9
 GG0720;SPC OK N     -   722,358.92  2,886,704.82   sFT  1.00003704   +1 51 15.9
 GG0720;SPC MO W     -    86,257.730   818,138.433   MT  0.99995368   -0 12 54.0
 GG0720;SPC OK N     -   220,175.439   879,869.388   MT  1.00003704   +1 51 15.9
 GG0720;UTM  15      - 4,090,215.143   334,578.429   MT  0.99993711   -1 07 00.4
 GG0720
 GG0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0720!SPC OK N     -   0.99996240  x   1.00003704  =   0.99999944
 GG0720!SPC MO W     -   0.99996240  x   0.99995368  =   0.99991608
 GG0720!SPC OK N     -   0.99996240  x   1.00003704  =   0.99999944
 GG0720!UTM  15      -   0.99996240  x   0.99993711  =   0.99989951
 GG0720
 GG0720:                Primary Azimuth Mark                     Grid Az
 GG0720:SPC OK N     -  COMMERCE AZ MK                           086 46 51.3
 GG0720:SPC MO W     -  COMMERCE AZ MK                           088 51 01.2
 GG0720:SPC OK N     -  COMMERCE AZ MK                           086 46 51.3
 GG0720:UTM  15      -  COMMERCE AZ MK                           089 45 07.6
 GG0720
 GG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3457890215(NAD 83)
 GG0720
 GG0720|---------------------------------------------------------------------|
 GG0720| PID    Reference Object                     Distance      Geod. Az  |
 GG0720|                                                           dddmmss.s |
 GG0720| GG0721 QUAPAW MUNICIPAL TANK               APPROX. 6.4 KM 0823254.6 |
 GG0720| CI0629 COMMERCE AZ MK                                     0883807.2 |
 GG0720| CI0630 COMMERCE RM 1                        23.003 METERS 09451     |
 GG0720| GG0716 COMMERCE MUNICIPAL TANK             APPROX. 1.9 KM 2314746.9 |
 GG0720| CI0631 COMMERCE RM 2                        27.923 METERS 34622     |
 GG0720|---------------------------------------------------------------------|
 GG0720
 GG0720                          SUPERSEDED SURVEY CONTROL
 GG0720
 GG0720  NAD 83(1993)-  36 56 36.55060(N)    094 51 27.73534(W) AD(       ) 2
 GG0720  NAD 83(1986)-  36 56 36.56386(N)    094 51 27.72952(W) AD(       ) 2
 GG0720  NAD 27      -  36 56 36.31830(N)    094 51 26.91130(W) AD(       ) 2
 GG0720
 GG0720.Superseded values are not recommended for survey control.
 GG0720
 GG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0720.See file dsdata.pdf to determine how the superseded data were derived.
 GG0720
 GG0720_MARKER: DS = TRIANGULATION STATION DISK
 GG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0720_STAMPING: COMMERCE 1960
 GG0720_MARK LOGO: CGS
 GG0720_PROJECTION: FLUSH
 GG0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0720+STABILITY: SURFACE MOTION
 GG0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0720+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2010
 GG0720
 GG0720  HISTORY     - Date     Condition        Report By
 GG0720  HISTORY     - 1960     MONUMENTED       CGS
 GG0720  HISTORY     - 20040621 GOOD             GEOCAC
 GG0720  HISTORY     - 20100304 GOOD             INDIV
 GG0720
 GG0720                          STATION DESCRIPTION
 GG0720
 GG0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0720'ABOUT 1 MILE NORTHEAST OF COMMERCE, IN THE NORTHWEST CORNER
 GG0720'OF SEC. 5, T. 28 N., R. 23 E., AND ON HIGHWAY RIGHT-OF-WAY.
 GG0720'IT IS 43 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66,
 GG0720'8 FEET NORTH OF A T FENCE CORNER AND 8 FEET NORTH OF A WITNESS
 GG0720'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COMMERCE
 GG0720'POST.
 GG0720'
 GG0720'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 69, ABOUT 1
 GG0720'MILE NORTH OF COMMERCE, GO EAST ON U.S. HIGHWAY 66 FOR 0.55 MILE
 GG0720'TO THE STATION ON THE RIGHT.
 GG0720'
 GG0720'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 GG0720'HIGHWAY 66 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GG0720'
 GG0720'REFERENCE MARK 1 IS 131 FEET WEST OF THE CENTERLINE OF A
 GG0720'DRIVEWAY, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 GG0720'1 FOOT NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 GG0720'AND THE DISK IS STAMPED COMMERCE NO 1 1960.
 GG0720'
 GG0720'REFERENCE MARK 2 IS 46 FEET NORTH OF THE CENTERLINE OF THE
 GG0720'HIGHWAY, 22 FEET WEST OF A POWER POLE AND 4 FEET SOUTH OF A
 GG0720'FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GG0720'STAMPED COMMERCE NO 2 1960.
 GG0720'
 GG0720'THE AZIMUTH MARK IS 49 FEET NORTH OF THE CENTERLINE OF THE
 GG0720'HIGHWAY, 3 FEET NORTHWEST OF A POWER POLE, 2 FEET SOUTH OF
 GG0720'A WIRE FENCE AND 2 FEET SOUTH OF A WITNESS POST.  THE MONUMENT
 GG0720'PROJECTS 4 INCHES AND THE DISK IS STAMPED COMMERCE 1960.
 GG0720'
 GG0720'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GG0720
 GG0720                          STATION RECOVERY (2004)
 GG0720
 GG0720'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 GG0720'STATION RECOVERY ONLY.
 GG0720
 GG0720                          STATION RECOVERY (2010)
 GG0720
 GG0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RLJ)
 GG0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1169 ***********************************************************************
 FJ1169  DESIGNATION -  COMPTON
 FJ1169  PID         -  FJ1169
 FJ1169  STATE/COUNTY-  OK/CREEK
 FJ1169  COUNTRY     -  US
 FJ1169  USGS QUAD   -  KELLYVILLE (2018)
 FJ1169
 FJ1169                         *CURRENT SURVEY CONTROL
 FJ1169  ______________________________________________________________________
 FJ1169* NAD 83(1993) POSITION- 35 59 10.22444(N) 096 12 35.99504(W)   ADJUSTED
 FJ1169* NAVD 88 ORTHO HEIGHT -   292.7   (meters)      960.    (feet) VERTCON3
 FJ1169  ______________________________________________________________________
 FJ1169  GEOID HEIGHT    -        -28.571 (meters)                     GEOID18
 FJ1169  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 FJ1169  HORZ ORDER      -  SECOND
 FJ1169
 FJ1169.The horizontal coordinates were established by classical geodetic methods
 FJ1169.and adjusted by the National Geodetic Survey in November 1994.
 FJ1169
 FJ1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1169
 FJ1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1169.GEOID18 height accuracy estimate available here.
 FJ1169
 FJ1169.Click photographs - Photos may exist for this station.
 FJ1169
 FJ1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1169
 FJ1169. The following values were computed from the NAD 83(1993) position.
 FJ1169
 FJ1169;                    North         East     Units Scale Factor Converg.
 FJ1169;SPC OK N     -   110,906.423   761,404.140   MT  0.99995039   +1 03 22.9
 FJ1169;SPC OK N     -   363,865.49  2,498,040.08   sFT  0.99995039   +1 03 22.9
 FJ1169;UTM  14      - 3,986,015.017   751,531.102   MT  1.00037965   +1 38 24.9
 FJ1169
 FJ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1169!SPC OK N     -   0.99995855  x   0.99995039  =   0.99990894
 FJ1169!UTM  14      -   0.99995855  x   1.00037965  =   1.00033818
 FJ1169
 FJ1169:                Primary Azimuth Mark                     Grid Az
 FJ1169:SPC OK N     -  OKLA NAT GAS CO TOWER                    164 01 00.1
 FJ1169:UTM  14      -  OKLA NAT GAS CO TOWER                    163 25 58.1
 FJ1169
 FJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5153186015(NAD 83)
 FJ1169
 FJ1169|---------------------------------------------------------------------|
 FJ1169| PID    Reference Object                     Distance      Geod. Az  |
 FJ1169|                                                           dddmmss.s |
 FJ1169| CI0636 COMPTON RM 2                         13.341 METERS 02912     |
 FJ1169| CI2705 OKLA NAT GAS CO TOWER                              1650423.0 |
 FJ1169| CI0635 COMPTON RM 1                         13.331 METERS 33928     |
 FJ1169|---------------------------------------------------------------------|
 FJ1169
 FJ1169                          SUPERSEDED SURVEY CONTROL
 FJ1169
 FJ1169  NAD 83(1986)-  35 59 10.24515(N)    096 12 35.97762(W) AD(       ) 2
 FJ1169  NAD 27      -  35 59 09.94117(N)    096 12 34.96559(W) AD(       ) 2
 FJ1169  NGVD 29 (07/19/86)  292.6    (m)          960.     (f) VERT ANG       
 FJ1169
 FJ1169.Superseded values are not recommended for survey control.
 FJ1169
 FJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1169.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1169
 FJ1169_MARKER: DD = SURVEY DISK
 FJ1169_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1169+WITH SETTING: INFORMATION.
 FJ1169_STAMPING: COMPTON ET 1970
 FJ1169_MARK LOGO: USGS
 FJ1169_PROJECTION: FLUSH
 FJ1169_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1169
 FJ1169  HISTORY     - Date     Condition        Report By
 FJ1169  HISTORY     - 1970     MONUMENTED       USGS
 FJ1169
 FJ1169                          STATION DESCRIPTION
 FJ1169
 FJ1169'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1169'THE STATION IS ABOUT 5.5 MI WSW. OF SAPULPA, ABOUT 0.2 MI S. AND
 FJ1169'ABOUT 0.15 MI W. OF COR. OF SECS. 1, 2, 35 AND 36, T. 17 N., R. 10
 FJ1169'E., ABOUT 50 FT S. OF THE N. END OF A RIDGE IN PASTURE LAND OWNED
 FJ1169'BY BILL COMPTON, TULSA, OKLAHOMA.
 FJ1169'
 FJ1169'TO REACH FROM THE JCT. OF U.S. HWY. 66 AND STATE HWY. 33 ABOUT
 FJ1169'4 MI W. OF SAPULPA, GO W. ON STATE HWY. 33 FOR 1.2 MI TO A T-RD. N.,
 FJ1169'CONTINUE W. TO TOP OF STEEP HILL, ABOUT .15 MI TO A METAL GATE
 FJ1169'IN FENCE ON THE LEFT (S.), ENTER PASTURE AND GO GENERALLY SSE. FOR
 FJ1169'ABOUT 0.2 MI TO THE TOP OF THE N. END OF A RIDGE AND THE STATION
 FJ1169'ABOUT 50 FT S. OF THE N. END OF THE RIDGE.
 FJ1169'
 FJ1169'THE STATION MARK, STAMPED ET COMPTON 1970 IS ABOUT 47 FT S. OF THE
 FJ1169'N. END OF A RIDGE, 16 FT N. AND 1 FT W. OF A SMALL BUSH.
 FJ1169'
 FJ1169'REFERENCE MARK NO. 1, STAMPED COMPTON NO 1 1970 IS NNW. OF THE
 FJ1169'STATION, ABOUT 15 FT S. AND ABOUT 17 FT W. OF THE N. END OF THE
 FJ1169'RIDGE.
 FJ1169'
 FJ1169'REFERENCE MARK NO. 2, STAMPED COMPTON NO 2 1970 IS NNE. OF THE
 FJ1169'STATION, ABOUT 18 FT S. AND ABOUT 18 FT E. OF THE N. END OF THE
 FJ1169'RIDGE.
 FJ1169'
 FJ1169'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 FJ1169'1/2 IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12
 FJ1169'IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 FJ1169'
 FJ1169'NO AZIMUTH MARK WAS SET.
 FJ1169'
 FJ1169'REFERENCE AZIMUTH USED -- OKLAHOMA NATURAL GAS CO. CAR TELEPHONE
 FJ1169'BOOSTER TOWER (CENTER RED LIGHT), T. 17 N., R. 10 E.  NEAR THE
 FJ1169'CENTER OF THE NW. QUARTER OF SEC. 12.
 FJ1169'
 FJ1169'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1125 ***********************************************************************
 FJ1125  DESIGNATION -  CONCHO IND AGENCY E TANK
 FJ1125  PID         -  FJ1125
 FJ1125  STATE/COUNTY-  OK/CANADIAN
 FJ1125  COUNTRY     -  US
 FJ1125  USGS QUAD   -  EL RENO (2018)
 FJ1125
 FJ1125                         *CURRENT SURVEY CONTROL
 FJ1125  ______________________________________________________________________
 FJ1125* NAD 83(1993) POSITION- 35 36 35.48410(N) 097 59 26.35161(W)   ADJUSTED
 FJ1125  ______________________________________________________________________
 FJ1125  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ1125  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 FJ1125  HORZ ORDER      -  THIRD
 FJ1125
 FJ1125.The horizontal coordinates were established by classical geodetic methods
 FJ1125.and adjusted by the National Geodetic Survey in November 1994.
 FJ1125
 FJ1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1125.GEOID18 height accuracy estimate available here.
 FJ1125
 FJ1125.Click photographs - Photos may exist for this station.
 FJ1125
 FJ1125.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1125
 FJ1125. The following values were computed from the NAD 83(1993) position.
 FJ1125
 FJ1125;                    North         East     Units Scale Factor Converg.
 FJ1125;SPC OK N     -    67,665.533   600,846.865   MT  0.99999244   +0 00 19.9
 FJ1125;SPC OK N     -   221,999.34  1,971,278.42   sFT  0.99999244   +0 00 19.9
 FJ1125;UTM  14      - 3,941,146.147   591,417.517   MT  0.99970298   +0 35 15.9
 FJ1125
 FJ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9141741146(NAD 83)
 FJ1125
 FJ1125                          SUPERSEDED SURVEY CONTROL
 FJ1125
 FJ1125  NAD 83(1986)-  35 36 35.48862(N)    097 59 26.33657(W) AD(       ) 3
 FJ1125  NAD 27      -  35 36 35.31401(N)    097 59 25.15435(W) AD(       ) 3
 FJ1125
 FJ1125.Superseded values are not recommended for survey control.
 FJ1125
 FJ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1125.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1125
 FJ1125_MARKER: 53 = ELEVATED TANK
 FJ1125
 FJ1125  HISTORY     - Date     Condition        Report By
 FJ1125  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1125  HISTORY     - 1959     GOOD             CGS
 FJ1125  HISTORY     - 1968     GOOD             CGS
 FJ1125
 FJ1125                          STATION DESCRIPTION
 FJ1125
 FJ1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1125'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED IN AN
 FJ1125'OPEN FIELD ABOUT 0.5 MILES SOUTH OF THE SCHOOL BUILDINGS.
 FJ1125'IT IS ELEVATED BY A FOUR LEGGED SKELETON STRUCTURE APPROXIMATELY
 FJ1125'120 FEET HIGH.
 FJ1125'
 FJ1125'THE INDIAN SCHOOL IS SIX MILES NORTH OF EL RENO ON U.S. HIGHWAY
 FJ1125'81.
 FJ1125
 FJ1125                          STATION RECOVERY (1959)
 FJ1125
 FJ1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ1125'THERE WERE THREE TANKS STANDING AT THE SCHOOL IN 1955.  OF
 FJ1125'THESE THREE, ONLY ONE REMAINS.  LOCAL INFORMATION INDICATES
 FJ1125'THAT THIS REMAINING TANK WAS THE HIGHEST AND MOST PROMINENT
 FJ1125'OF THE THREE AND WAS PROBABLY THE TANK OBSERVED UPON.
 FJ1125
 FJ1125                          STATION RECOVERY (1968)
 FJ1125
 FJ1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1125'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS
 FJ1125'ELEVATED AND SUPPORTED BY FOUR STEEL LEGS WITH AN OVERALL HEIGHT
 FJ1125'OF 135 FEET, AND PAINTED ALUMINUM.
 FJ1125'
 FJ1125'IT IS LOCATED AT THE CONCHO INDIAN AGENCY SCHOOL ABOUT 5 MILES
 FJ1125'NORTH-NORTHWEST OF EL RENO ON GROUND OWNED BY THE FEDERAL
 FJ1125'GOVERNMENT.
 FJ1125'
 FJ1125'THIS IS AN OLD TANK.  THERE IS A NEW TANK JUST WEST OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1129 ***********************************************************************
 FJ1129  DESIGNATION -  CONCHO IND AGENCY W TANK
 FJ1129  PID         -  FJ1129
 FJ1129  STATE/COUNTY-  OK/CANADIAN
 FJ1129  COUNTRY     -  US
 FJ1129  USGS QUAD   -  EL RENO (2018)
 FJ1129
 FJ1129                         *CURRENT SURVEY CONTROL
 FJ1129  ______________________________________________________________________
 FJ1129* NAD 83(1993) POSITION- 35 36 34.54320(N) 097 59 34.46879(W)   ADJUSTED
 FJ1129  ______________________________________________________________________
 FJ1129  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ1129  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 FJ1129  HORZ ORDER      -  THIRD
 FJ1129
 FJ1129.The horizontal coordinates were established by classical geodetic methods
 FJ1129.and adjusted by the National Geodetic Survey in November 1994.
 FJ1129
 FJ1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1129.GEOID18 height accuracy estimate available here.
 FJ1129
 FJ1129.Click photographs - Photos may exist for this station.
 FJ1129
 FJ1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1129
 FJ1129. The following values were computed from the NAD 83(1993) position.
 FJ1129
 FJ1129;                    North         East     Units Scale Factor Converg.
 FJ1129;SPC OK N     -    67,636.517   600,642.573   MT  0.99999249   +0 00 15.1
 FJ1129;SPC OK N     -   221,904.14  1,970,608.17   sFT  0.99999249   +0 00 15.1
 FJ1129;UTM  14      - 3,941,115.066   591,213.590   MT  0.99970252   +0 35 11.1
 FJ1129
 FJ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9121341115(NAD 83)
 FJ1129
 FJ1129                          SUPERSEDED SURVEY CONTROL
 FJ1129
 FJ1129  NAD 83(1986)-  35 36 34.54772(N)    097 59 34.45377(W) AD(       ) 3
 FJ1129  NAD 27      -  35 36 34.37119(N)    097 59 33.27058(W) AD(       ) 3
 FJ1129
 FJ1129.Superseded values are not recommended for survey control.
 FJ1129
 FJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1129.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1129
 FJ1129_MARKER: 53 = ELEVATED TANK
 FJ1129
 FJ1129  HISTORY     - Date     Condition        Report By
 FJ1129  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1129
 FJ1129                          STATION DESCRIPTION
 FJ1129
 FJ1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1129'THE STATION IS THE BALL AT THE APEX OF THE TANK.  THE TANK IS
 FJ1129'ELEVATED AND SUPPORTED BY FOUR ROUND STEEL LEGS.  IT IS 135 FEET
 FJ1129'HIGH AND PAINTED ALUMINUM.
 FJ1129'
 FJ1129'IT IS LOCATED AT THE CONCHO INDIAN AGENCY SCHOOL ABOUT 5 MILES
 FJ1129'NORTH-NORTHWEST OF EL RENO ON GROUND OWNED BY THE FEDERAL
 FJ1129'GOVERNMENT.
 FJ1129'
 FJ1129'THIS IS A RELATIVELY NEW TANK.  THERE IS AN OLDER TANK JUST EAST
 FJ1129'OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0577 ***********************************************************************
 EM0577  DESIGNATION -  CONSOLIDATED GAS RAD KKD 404
 EM0577  PID         -  EM0577
 EM0577  STATE/COUNTY-  OK/GRADY
 EM0577  COUNTRY     -  US
 EM0577  USGS QUAD   -  LAVERTY (2018)
 EM0577
 EM0577                         *CURRENT SURVEY CONTROL
 EM0577  ______________________________________________________________________
 EM0577* NAD 83(1993) POSITION- 34 53 51.77097(N) 098 01 25.04534(W)   ADJUSTED
 EM0577  ______________________________________________________________________
 EM0577  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 EM0577  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 EM0577  HORZ ORDER      -  THIRD
 EM0577
 EM0577.The horizontal coordinates were established by classical geodetic methods
 EM0577.and adjusted by the National Geodetic Survey in November 1994.
 EM0577
 EM0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0577.GEOID18 height accuracy estimate available here.
 EM0577
 EM0577.Click photographs - Photos may exist for this station.
 EM0577
 EM0577.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0577
 EM0577. The following values were computed from the NAD 83(1993) position.
 EM0577
 EM0577;                    North         East     Units Scale Factor Converg.
 EM0577;SPC OK S     -   173,528.401   597,840.861   MT  0.99995086   -0 00 48.3
 EM0577;SPC OK S     -   569,317.76  1,961,416.22   sFT  0.99995086   -0 00 48.3
 EM0577;UTM  14      - 3,862,134.936   589,208.185   MT  0.99969808   +0 33 31.1
 EM0577
 EM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8920862134(NAD 83)
 EM0577
 EM0577                          SUPERSEDED SURVEY CONTROL
 EM0577
 EM0577  NAD 83(1986)-  34 53 51.77575(N)    098 01 25.03151(W) AD(       ) 3
 EM0577  NAD 27      -  34 53 51.53333(N)    098 01 23.87349(W) AD(       ) 3
 EM0577
 EM0577.Superseded values are not recommended for survey control.
 EM0577
 EM0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0577.See file dsdata.pdf to determine how the superseded data were derived.
 EM0577
 EM0577_MARKER: 42 = RADIO/TV MAST
 EM0577
 EM0577  HISTORY     - Date     Condition        Report By
 EM0577  HISTORY     - 1957     FIRST OBSERVED   CGS
 EM0577
 EM0577                          STATION DESCRIPTION
 EM0577
 EM0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EM0577'THE STATION IS ABOUT 10 MILES SOUTH AND 5 MILES WEST OF
 EM0577'CHICKASHA, 5-1/2 MILES WEST AND 3-1/2 MILES SOUTH OF NINNEKAH,
 EM0577'3 MILES SOUTH OF U.S. HIGHWAY 277 AND 4-1/4 MILES WEST OF
 EM0577'U.S. HIGHWAY 81, IN SECTION 22, T.5.N, R.8.W.
 EM0577'
 EM0577'THE STATION IS A STEEL STRUCTURE PAINTED RED AND WHITE ALTERNATELY
 EM0577'AND IS 150 FEET IN HEIGHT.  THE POINT INTERSECTED IS THE RED
 EM0577'LIGHT AT THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8684 ***********************************************************************
 AC8684  SACS        -  This is a Secondary Airport Control Station.
 AC8684  DESIGNATION -  CONTROL POINT C 1966 RESET 1973
 AC8684  PID         -  AC8684
 AC8684  STATE/COUNTY-  OK/KAY
 AC8684  COUNTRY     -  US
 AC8684  USGS QUAD   -  PONCA CITY (2018)
 AC8684
 AC8684                         *CURRENT SURVEY CONTROL
 AC8684  ______________________________________________________________________
 AC8684* NAD 83(2011) POSITION- 36 43 33.86336(N) 097 05 52.03439(W)   ADJUSTED
 AC8684* NAD 83(2011) ELLIP HT-   278.475 (meters)        (06/27/12)   ADJUSTED
 AC8684* NAD 83(2011) EPOCH   -  2010.00
 AC8684* NAVD 88 ORTHO HEIGHT -   307.34  (meters)     1008.3   (feet) GPS OBS
 AC8684  ______________________________________________________________________
 AC8684  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8684  GEOID HEIGHT    -        -28.806 (meters)                     GEOID99
 AC8684  GEOID HEIGHT    -        -28.887 (meters)                     GEOID18
 AC8684  NAD 83(2011) X  -   -632,452.176 (meters)                     COMP
 AC8684  NAD 83(2011) Y  - -5,079,228.633 (meters)                     COMP
 AC8684  NAD 83(2011) Z  -  3,793,238.283 (meters)                     COMP
 AC8684  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AC8684
 AC8684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8684  Standards:
 AC8684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8684  -------------------------------------------------------------------
 AC8684  NETWORK    0.91   1.74           0.41   0.32   0.89     -0.04970624
 AC8684  -------------------------------------------------------------------
 AC8684  Click here for local accuracies and other accuracy information.
 AC8684
 AC8684.This mark is at Ponca City Airport (PNC)
 AC8684
 AC8684.The horizontal coordinates were established by GPS observations
 AC8684.and adjusted by the National Geodetic Survey in June 2012.
 AC8684
 AC8684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8684.been affixed to the stable North American tectonic plate. See 
 AC8684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8684
 AC8684.The horizontal coordinates are valid at the epoch date displayed above
 AC8684.which is a decimal equivalence of Year/Month/Day.
 AC8684
 AC8684.The orthometric height was determined by GPS observations and a
 AC8684.high-resolution geoid model.
 AC8684
 AC8684.GPS derived orthometric heights for airport stations designated as
 AC8684.PACS or SACS are published to 2 decimal places.  This maintains
 AC8684.centimeter relative accuracy between the PACS and SACS.  It does
 AC8684.not indicate centimeter accuracy relative to other marks which are
 AC8684.part of the published vertical control network.
 AC8684
 AC8684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8684.GEOID18 height accuracy estimate available here.
 AC8684
 AC8684.Click photographs - Photos may exist for this station.
 AC8684
 AC8684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8684
 AC8684.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8684
 AC8684.The ellipsoidal height was determined by GPS observations
 AC8684.and is referenced to NAD 83.
 AC8684
 AC8684. The following values were computed from the NAD 83(2011) position.
 AC8684
 AC8684;                    North         East     Units Scale Factor Converg.
 AC8684;SPC OK N     -   191,892.904   680,592.884   MT  0.99999285   +0 31 56.8
 AC8684;SPC OK N     -   629,568.64  2,232,911.82   sFT  0.99999285   +0 31 56.8
 AC8684;UTM  14      - 4,066,172.021   669,865.580   MT  0.99995549   +1 08 16.0
 AC8684
 AC8684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8684!SPC OK N     -   0.99995630  x   0.99999285  =   0.99994915
 AC8684!UTM  14      -   0.99995630  x   0.99995549  =   0.99991179
 AC8684
 AC8684:                Primary Azimuth Mark                     Grid Az
 AC8684:SPC OK N     -  PNC B                                    004 57 14.5
 AC8684:UTM  14      -  PNC B                                    004 20 55.3
 AC8684
 AC8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6986566172(NAD 83)
 AC8684
 AC8684|---------------------------------------------------------------------|
 AC8684| PID    Reference Object                     Distance      Geod. Az  |
 AC8684|                                                           dddmmss.s |
 AC8684| AJ8109 PNC B                               APPROX. 0.5 KM 0052911.3 |
 AC8684|---------------------------------------------------------------------|
 AC8684
 AC8684                          SUPERSEDED SURVEY CONTROL
 AC8684
 AC8684  NAD 83(2007)-  36 43 33.86335(N)    097 05 52.03508(W) AD(2002.00) 0
 AC8684  ELLIP H (02/10/07)  278.488  (m)                       GP(2002.00)    
 AC8684  NAD 83(1993)-  36 43 33.86319(N)    097 05 52.03508(W) AD(       ) 1
 AC8684  ELLIP H (03/07/02)  278.496  (m)                       GP(       ) 4 2
 AC8684
 AC8684.Superseded values are not recommended for survey control.
 AC8684
 AC8684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8684.See file dsdata.pdf to determine how the superseded data were derived.
 AC8684
 AC8684_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8684_STAMPING: TRAV STA CON PT C 1966 RESET 1973
 AC8684_MARK LOGO: NGS
 AC8684_PROJECTION: FLUSH
 AC8684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8684+STABILITY: SURFACE MOTION
 AC8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8684+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 AC8684
 AC8684  HISTORY     - Date     Condition        Report By
 AC8684  HISTORY     - 1973     MONUMENTED       NGS
 AC8684  HISTORY     - 19930710 GOOD             NGS
 AC8684  HISTORY     - 20010503 GOOD             MSAM
 AC8684
 AC8684                          STATION DESCRIPTION
 AC8684
 AC8684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC8684'THE STATION IS LOCATED ON HIGH GROUND EAST OF RUNWAY 17/35 ABOUT 1,550
 AC8684'FT SOUTHEAST OF THE TERMINAL BUILDING, 1.452 FT (0.443 M) NORTH, ALONG
 AC8684'THE CENTERLINE OF THE RUNWAY, FROM THE 35 END, AND 578 FT (176.2 M)
 AC8684'EAST OF THE CENTERLINE OF RUNWAY 17/35.  THE MARK IS LOCATED 192 FT
 AC8684'(58.5 M) NORTH OF THE ANEMOMETER TOWER, 18 FT (5.5 M) WEST OF A CITY
 AC8684'WATER DEPARTMENT METER COVER THAT PROJECTS ABOUT 3 FT (0.9 M) ABOVE
 AC8684'GROUND, AND 1 FT (0.3 M) SOUTH OF A METAL WITNESS POST.  THE STATION
 AC8684'IS MARKED WITH A NGS HORIZONTAL CONTROL MARK DISK, STAMPED---TRAV STA
 AC8684'CON PT C 1966 RESET 1973---, SET IN THE TOP OF A ROUND CONCRETE POST
 AC8684'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8684
 AC8684                          STATION RECOVERY (2001)
 AC8684
 AC8684'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC8684'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE PONCA CITY
 AC8684'MUNICIPAL AIRPORT LOCATED ON HIGH GROUND EAST OF RUNWAY 17-35 ABOUT
 AC8684'472 M (1,550 FT) SOUTHEAST OF THE TERMINAL BUILDING.  THIS IS NOT A
 AC8684'CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION MUST BE GRANTED BY
 AC8684'THE AIRPORT MANAGER, DON NUZUM, PHONE 580-767-0470.  OWNERSHIP--PONCA
 AC8684'CITY, POST OFFICE BOX 1450, PONCA CITY, OKLAHOMA 74602.
 AC8684'
 AC8684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 AC8684'HIGHWAY 11 (EAST), ABOUT 7.0 KM (4.4 MI) NORTHEAST OF PONCA CITY, GO
 AC8684'SOUTH, ON U.S. HIGHWAY 77 FOR 1.6 KM (1.0 MI) TO AN INTERSECTION.
 AC8684'TURN RIGHT (WEST) ON EAST HUBBARD FOR 3.4 KM (2.0 MI) ROAD TO AN
 AC8684'INTERSECTION.  TURN LEFT (SOUTH) ON NORTH WAVERLY ROAD FOR 3.9 KM
 AC8684'(2.4) TO AN INTERSECTION.  TURN LEFT (EAST) ON HARTFORD FOR 1.0 KM
 AC8684'(0.62 MI) TO AN INTERSECTION.  TURN LEFT (NORTH) ON ASH FOR 0.16 KM
 AC8684'(0.1 MI) TO A DRIVEWAY ON THE LEFT (MICHCO WELDING BUILDING).  TURN
 AC8684'LEFT (WEST) ON THE DRIVEWAY FOR 0.15 KM (0.1 MI) TO A STEEL GATE.
 AC8684'PROCEED THROUGH THE GATE, GO SOUTHWEST FOR 0.13 KM (0.08 MI) TO THE
 AC8684'STATION.
 AC8684'
 AC8684'THE MARK IS A NGS HORIZONTAL CONTROL MARK DISK SET ON THE TOP OF A
 AC8684'ROUND CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 AC8684'STAMPED ---TRAV STA CON PT C 1966 RESET 1973--- .  IT IS 19.6 M
 AC8684'(64.4 FT) NORTHWEST OF A CHAIN LINK FENCE CORNER, 17.7 M (58.0 FT)
 AC8684'NORTHEAST OF AN ABANDONED GLIDE SLOPE INDICATOR, 12.0 M (39.3 FT)
 AC8684'NORTH OF A CHAIN LINK FENCE CORNER AND IN LINE WITH A THE NORTH-SOUTH
 AC8684'SEGMENT OF THE CHAIN LINK FENCE AND 0.9 M (3 FT) NORTH OF A METAL
 AC8684'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AC8684'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0915 ***********************************************************************
 EL0915  DESIGNATION -  COOK
 EL0915  PID         -  EL0915
 EL0915  STATE/COUNTY-  OK/CARTER
 EL0915  COUNTRY     -  US
 EL0915  USGS QUAD   -  ARDMORE WEST (2018)
 EL0915
 EL0915                         *CURRENT SURVEY CONTROL
 EL0915  ______________________________________________________________________
 EL0915* NAD 83(1993) POSITION- 34 12 07.01474(N) 097 13 03.93008(W)   ADJUSTED
 EL0915* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 EL0915  ______________________________________________________________________
 EL0915  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EL0915  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 EL0915  HORZ ORDER      -  THIRD
 EL0915
 EL0915.The horizontal coordinates were established by classical geodetic methods
 EL0915.and adjusted by the National Geodetic Survey in November 1994.
 EL0915
 EL0915.The orthometric height was scaled from a topographic map.
 EL0915
 EL0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0915.GEOID18 height accuracy estimate available here.
 EL0915
 EL0915.Click photographs - Photos may exist for this station.
 EL0915
 EL0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0915
 EL0915. The following values were computed from the NAD 83(1993) position.
 EL0915
 EL0915;                    North         East     Units Scale Factor Converg.
 EL0915;SPC OK S     -    96,629.024   672,092.015   MT  0.99995806   +0 26 38.4
 EL0915;SPC OK S     -   317,023.72  2,205,021.89   sFT  0.99995806   +0 26 38.4
 EL0915;UTM  14      - 3,785,983.845   664,205.471   MT  0.99993238   +1 00 07.4
 EL0915
 EL0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0915!SPC OK S     -   0.99995934  x   0.99995806  =   0.99991740
 EL0915!UTM  14      -   0.99995934  x   0.99993238  =   0.99989172
 EL0915
 EL0915:                Primary Azimuth Mark                     Grid Az
 EL0915:SPC OK S     -  1 D 13 TT                                088 56 25.2
 EL0915:UTM  14      -  1 D 13 TT                                088 22 56.2
 EL0915
 EL0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6420585983(NAD 83)
 EL0915
 EL0915|---------------------------------------------------------------------|
 EL0915| PID    Reference Object                     Distance      Geod. Az  |
 EL0915|                                                           dddmmss.s |
 EL0915| EL0916 1 D 12 TT                             4.849 METERS 07432     |
 EL0915| CX9038 1 D 13 TT                                          0892303.6 |
 EL0915| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX. 6.9 KM 0931838.1 |
 EL0915| EL0914 ARDMORE RAD STATION KVSO MAST       APPROX. 7.3 KM 0990931.1 |
 EL0915| EL0913 ARDMORE MUNICIPAL TANK              APPROX. 9.1 KM 1181401.9 |
 EL0915| CX9306 COOK RM 1                            10.521 METERS 20857     |
 EL0915|---------------------------------------------------------------------|
 EL0915
 EL0915                          SUPERSEDED SURVEY CONTROL
 EL0915
 EL0915  NAD 83(1986)-  34 12 07.02061(N)    097 13 03.92033(W) AD(       ) 3
 EL0915  NAD 27      -  34 12 06.68650(N)    097 13 02.86850(W) AD(       ) 3
 EL0915
 EL0915.Superseded values are not recommended for survey control.
 EL0915
 EL0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0915.See file dsdata.pdf to determine how the superseded data were derived.
 EL0915
 EL0915_MARKER: DS = TRIANGULATION STATION DISK
 EL0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0915_STAMPING: COOK 1954
 EL0915_MARK LOGO: CGS
 EL0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0915+STABILITY: SURFACE MOTION
 EL0915
 EL0915  HISTORY     - Date     Condition        Report By
 EL0915  HISTORY     - 1954     MONUMENTED       CGS
 EL0915  HISTORY     - 20030904 POOR             ALMLS
 EL0915
 EL0915                          STATION DESCRIPTION
 EL0915
 EL0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0915'THE STATION IS LOCATED ABOUT 4.8 MILES WEST AND 2.0 MILES
 EL0915'NORTH OF ARDMORE, NEAR THE NORTH EDGE OF A PASTURE AND ON
 EL0915'THE HIGHEST POINT IN THE NEAR VICINITY, 120 FEET WEST OF
 EL0915'A TRANSFORMER POLE, 23 FEET SOUTH OF THE CENTER OF A GRAVELED
 EL0915'ROAD, 6.5 FEET SOUTH OF A FENCE LINE, AND 6.5 FEET SOUTH
 EL0915'OF A WITNESS POST.  IT IS STAMPED COOK 1954 AND PROJECTS
 EL0915'3 INCHES.
 EL0915'
 EL0915'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION,
 EL0915'57 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 40 FEET
 EL0915'SOUTH-SOUTHWEST OF THE WITNESS POST AND IS STAMPED COOK
 EL0915'NO 1 1954 AND THE MARK PROJECTS 3 INCHES.
 EL0915'
 EL0915'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION,
 EL0915'105 FEET WEST OF A TRANSFORMER POLE, 19 FEET SOUTH OF THE
 EL0915'CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A FENCE LINE
 EL0915'AND IS STAMPED 1D12 TT 1936.  IT IS A OKLAHOMA CONSERVATION
 EL0915'COMMISSION STATE SURVEY DISK SET IN THE TOP OF A FIVE INCH
 EL0915'BY FIVE INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 EL0915'
 EL0915'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 47.03 FEET.
 EL0915'
 EL0915'THE AZIMUTH MARK IS 59 FEET NORTHWEST OF A CROSS ROAD INTERSECTION,
 EL0915'22 FEET NORTH-NORTHWEST OF A FENCE CORNER, 3 FEET WEST OF
 EL0915'A NORTH-SOUTH FENCE LINE AND IT IS STAMPED 1D13 TT 1926.
 EL0915'IT IS AN OKLAHOMA CONSERVATION COMMISSION STATE SURVEY DISK
 EL0915'SET IN THE TOP OF A FIVE INCH BY FIVE INCH SQUARE CONCRETE
 EL0915'POST THAT PROJECTS 1 INCH.
 EL0915'
 EL0915'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, GO
 EL0915'WEST ON U.S. HIGHWAY 70 FOR 0.9 MILE TO THE JUNCTION OF
 EL0915'U.S. HIGHWAY 77 AND 70.  TURN RIGHT AND GO NORTH ON U.S.
 EL0915'HIGHWAY 77 FOR 1.85 MILES TO A SIDE ROAD LEFT ACROSS FROM
 EL0915'THE ENTRANCE TO THE CARTER INDIAN SCHOOL.  TURN LEFT AND
 EL0915'GO WEST ON THE MACADAM ROAD FOR 1.3 MILES TO THE END OF
 EL0915'THE PAVEMENT.  CONTINUE STRAIGHT AHEAD 1.65 MILES TO A CROSS
 EL0915'ROAD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 EL0915'STRAIGHT AHEAD FOR 1.3 MILES TO THE STATION ON THE LEFT
 EL0915'AS DESCRIBED.
 EL0915'
 EL0915'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
 EL0915
 EL0915                          STATION RECOVERY (2003)
 EL0915
 EL0915'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003
 EL0915'RECOVERED AS DESCRIBED. TOP OF MONUMENT HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0721 ***********************************************************************
 EM0721  DESIGNATION -  COOKIE
 EM0721  PID         -  EM0721
 EM0721  STATE/COUNTY-  OK/COTTON
 EM0721  COUNTRY     -  US
 EM0721  USGS QUAD   -  COOKIETOWN (2018)
 EM0721
 EM0721                         *CURRENT SURVEY CONTROL
 EM0721  ______________________________________________________________________
 EM0721* NAD 83(1993) POSITION- 34 16 58.40766(N) 098 27 10.45451(W)   ADJUSTED
 EM0721* NAVD 88 ORTHO HEIGHT -   317.1   (meters)     1040.    (feet) VERTCON3
 EM0721  ______________________________________________________________________
 EM0721  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 EM0721  LAPLACE CORR    -          6.69  (seconds)                    DEFLEC18
 EM0721  HORZ ORDER      -  SECOND
 EM0721
 EM0721.The horizontal coordinates were established by classical geodetic methods
 EM0721.and adjusted by the National Geodetic Survey in November 1994.
 EM0721
 EM0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0721
 EM0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0721.GEOID18 height accuracy estimate available here.
 EM0721
 EM0721.Click photographs - Photos may exist for this station.
 EM0721
 EM0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0721
 EM0721. The following values were computed from the NAD 83(1993) position.
 EM0721
 EM0721;                    North         East     Units Scale Factor Converg.
 EM0721;SPC OK S     -   105,421.507   558,300.009   MT  0.99994969   -0 15 25.5
 EM0721;SPC OK S     -   345,870.39  1,831,689.28   sFT  0.99994969   -0 15 25.5
 EM0721;UTM  14      - 3,793,658.517   550,355.311   MT  0.99963125   +0 18 29.4
 EM0721
 EM0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0721!SPC OK S     -   0.99995435  x   0.99994969  =   0.99990404
 EM0721!UTM  14      -   0.99995435  x   0.99963125  =   0.99958561
 EM0721
 EM0721:                Primary Azimuth Mark                     Grid Az
 EM0721:SPC OK S     -  COOKIE AZ MK                             002 08 29.8
 EM0721:UTM  14      -  COOKIE AZ MK                             001 34 34.9
 EM0721
 EM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5035593658(NAD 83)
 EM0721
 EM0721|---------------------------------------------------------------------|
 EM0721| PID    Reference Object                     Distance      Geod. Az  |
 EM0721|                                                           dddmmss.s |
 EM0721| CX6984 COOKIE AZ MK                                       0015304.3 |
 EM0721| CX6985 COOKIE RM 1                          28.592 METERS 09216     |
 EM0721| CX6986 COOKIE RM 2                          10.770 METERS 18924     |
 EM0721|---------------------------------------------------------------------|
 EM0721
 EM0721                          SUPERSEDED SURVEY CONTROL
 EM0721
 EM0721  NAD 83(1986)-  34 16 58.41210(N)    098 27 10.44048(W) AD(       ) 2
 EM0721  NAD 27      -  34 16 58.08700(N)    098 27 09.23600(W) AD(       ) 2
 EM0721  NGVD 29 (07/19/86)  317.0    (m)         1040.     (f) VERT ANG       
 EM0721
 EM0721.Superseded values are not recommended for survey control.
 EM0721
 EM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0721.See file dsdata.pdf to determine how the superseded data were derived.
 EM0721
 EM0721_MARKER: DS = TRIANGULATION STATION DISK
 EM0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0721_STAMPING: COOKIE 1948
 EM0721_MARK LOGO: CGS
 EM0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0721+STABILITY: SURFACE MOTION
 EM0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0721+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 EM0721
 EM0721  HISTORY     - Date     Condition        Report By
 EM0721  HISTORY     - 1948     MONUMENTED       CGS
 EM0721  HISTORY     - 1961     SEE DESCRIPTION  USGS
 EM0721  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0721  HISTORY     - 19840418 SEE DESCRIPTION  OKDOT
 EM0721  HISTORY     - 20010913 GOOD             LOCSUR
 EM0721
 EM0721                          STATION DESCRIPTION
 EM0721
 EM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0721'LOCATED ABOUT 7.5 MILES NORTH-NORTHEAST OF RANDLETT AND 0.5
 EM0721'MILE NORTH OF COOKIETOWN ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EM0721'277.  IT IS 42 FEET WEST OF THE CENTER OF THE HIGHWAY, 5 FEET
 EM0721'EAST OF THE NORTH-SOUTH FENCE, 72 FEET NORTH OF A T-FENCE
 EM0721'CORNER AND 4.5 FEET NORTHEAST OF A WITNESS POST.  IT IS
 EM0721'STAMPED COOKIE 1948 AND PROJECTS 3 INCHES.
 EM0721'
 EM0721'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 48 FEET EAST OF
 EM0721'THE CENTER OF THE HIGHWAY AND IS IN THE NORTH-SOUTH FENCE
 EM0721'LINE.  IT IS STAMPED COOKIE NO 1 1948 AND PROJECTS 3 INCHES.
 EM0721'
 EM0721'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 6
 EM0721'INCHES EAST OF THE FENCE LINE AND 46.5 FEET WEST OF THE CENTER
 EM0721'OF THE HIGHWAY.  IT IS STAMPED COOKIE NO 2 1948 AND PROJECTS
 EM0721'4 INCHES.
 EM0721'
 EM0721'AZIMUTH MARK IS NORTH OF THE STATION, 45 FEET EAST OF THE
 EM0721'CENTER OF THE HIGHWAY, 45 FEET SOUTH OF THE SOUTH EDGE OF A
 EM0721'DRIVEWAY LEADING TO A FARM HOUSE, 2 FEET WEST OF THE NORTH-SOUTH
 EM0721'FENCE LINE AND 1.5 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 EM0721'COOKIE 1948 AND PROJECTS 5 INCHES.
 EM0721'
 EM0721'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 277 AND STATE
 EM0721'HIGHWAY 7 AT THE SOUTHEAST EDGE OF LAWTON, GO SOUTHERLY ON U.S.
 EM0721'277 FOR 16.9 MILES TO THE JUNCTION OF U.S. 277 AND STATE HIGHWAY
 EM0721'5, CONTINUE WEST AND SOUTH ON U.S. 277 FOR 7.85 MILES TO THE
 EM0721'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.9 MILE TO THE
 EM0721'STATION ON THE RIGHT.
 EM0721'
 EM0721'A 47 FOOT SIGNAL AT LEE 2 IS VISIBLE FROM THE GROUND.
 EM0721'
 EM0721'A 4 FOOT SIGNAL AT RANDLETT IS VISIBLE FROM THE GROUND.
 EM0721'
 EM0721'A 4 FOOT SIGNAL AT GAMMILL 2 IS VISIBLE FROM THE GROUND.
 EM0721'
 EM0721'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE FROM THE GROUND.
 EM0721'
 EM0721'A 4 FOOT SIGNAL AT COTTON IS VISIBLE FROM THE GROUND.
 EM0721
 EM0721                          STATION RECOVERY (1961)
 EM0721
 EM0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM0721'A POST WAS FOUND WITH THE TABLET STAMPED COOKIE 1948 ABOUT
 EM0721'2 FEET BELOW THE SURFACE OF GROUND.  IT IS NOT KNOWN IF THIS
 EM0721'IS AN UNDERGROUND MARK OR THAT THE ROAD GRADE WAS RAISED
 EM0721'AND THE STATION COVERED.
 EM0721
 EM0721                          STATION RECOVERY (1963)
 EM0721
 EM0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0721'SURFACE STATION MARK HAS BEEN DESTROYED, UNDERGROUND STATION
 EM0721'MARK, REFERENCE MARK NUMBER ONE AND AZIMUTH MARK RECOVERED
 EM0721'IN GOOD CONDITION.  THE STATION IS IN THE SE 1/4 OF THE NE
 EM0721'1/4 OF SEC. 21, T. 3 S., R. 12 W.
 EM0721'
 EM0721'STATION IS 44.0 FEET WEST FROM THE CENTER OF U.S. HIGHWAY
 EM0721'277 AND 281, 76.0 FEET NORTH OF CORNER FENCE POST AT QUARTER
 EM0721'SECTION LINE AND 6.0 FEET EAST OF THE NORTH-SOUTH FENCE LINE.
 EM0721'THE MARK IS ABOUT 26 INCHES BELOW GROUND LEVEL.
 EM0721'
 EM0721'R.M. NO. 1 IS 49.0 FEET EAST FROM THE CENTER OF THE HIGHWAY,
 EM0721'72.5 FEET NORTH OF CORNER FENCE POST AT QUARTER SECTION LINE AND
 EM0721'IN THE NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH WITH GROUND
 EM0721'SURFACE.
 EM0721'
 EM0721'R.M. NO. 2 HAS BEEN HIT WITH ROAD EQUIPMENT AND IS TILTED
 EM0721'OUT OF POSITION.  IT IS 49.5 FEET WEST FROM THE CENTER OF
 EM0721'HIGHWAY AND 41.0 FEET NORTH OF A CORNER FENCE POST, IN THE
 EM0721'NORTH-SOUTH FENCE LINE AND IS FLUSH WITH GROUND SURFACE.
 EM0721'
 EM0721'AZIMUTH MARK IS 45.0 FEET EAST FROM THE CENTER OF THE HIGHWAY
 EM0721'AND 51.0 FEET SOUTH FROM THE CENTER OF A DRIVEWAY LEADING
 EM0721'TO A METAL BUILDING AND GRAIN BINS, 3 FEET WEST OF THE EAST
 EM0721'RIGHT-OF-WAY FENCE AND THE MARK PROJECTS 1 INCH.
 EM0721'
 EM0721'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5A AND U.S. HIGHWAY
 EM0721'277 AND 281 AT COOKIETOWN, GO NORTH ON HIGHWAY 277 AND 281
 EM0721'FOR 0.5 MILE TO STATION ON THE LEFT AS DESCRIBED.
 EM0721
 EM0721                          STATION RECOVERY (1984)
 EM0721
 EM0721'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1984 (LET)
 EM0721'RECOVERED AS DESCRIBED.
 EM0721
 EM0721                          STATION RECOVERY (2001)
 EM0721
 EM0721'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 EM0721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0859 ***********************************************************************
 EM0859  DESIGNATION -  COOPER
 EM0859  PID         -  EM0859
 EM0859  STATE/COUNTY-  OK/KIOWA
 EM0859  COUNTRY     -  US
 EM0859  USGS QUAD   -  COOPERTON (2018)
 EM0859
 EM0859                         *CURRENT SURVEY CONTROL
 EM0859  ______________________________________________________________________
 EM0859* NAD 83(1993) POSITION- 34 51 33.40359(N) 098 48 55.62344(W)   ADJUSTED
 EM0859* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 EM0859  ______________________________________________________________________
 EM0859  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 EM0859  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 EM0859  HORZ ORDER      -  FIRST
 EM0859
 EM0859.The horizontal coordinates were established by classical geodetic methods
 EM0859.and adjusted by the National Geodetic Survey in November 1994.
 EM0859
 EM0859.The orthometric height was scaled from a topographic map.
 EM0859
 EM0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0859.GEOID18 height accuracy estimate available here.
 EM0859
 EM0859.Click photographs - Photos may exist for this station.
 EM0859
 EM0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0859
 EM0859. The following values were computed from the NAD 83(1993) position.
 EM0859
 EM0859;                    North         East     Units Scale Factor Converg.
 EM0859;SPC OK S     -   169,565.590   525,436.488   MT  0.99994743   -0 27 46.3
 EM0859;SPC OK S     -   556,316.44  1,723,869.54   sFT  0.99994743   -0 27 46.3
 EM0859;UTM  14      - 3,857,453.325   516,869.196   MT  0.99960351   +0 06 19.7
 EM0859
 EM0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0859!SPC OK S     -   0.99988797  x   0.99994743  =   0.99983540
 EM0859!UTM  14      -   0.99988797  x   0.99960351  =   0.99949152
 EM0859
 EM0859:                Primary Azimuth Mark                     Grid Az
 EM0859:SPC OK S     -  BAKER                                    167 17 57.1
 EM0859:UTM  14      -  BAKER                                    166 43 51.1
 EM0859
 EM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1686957453(NAD 83)
 EM0859
 EM0859|---------------------------------------------------------------------|
 EM0859| PID    Reference Object                     Distance      Geod. Az  |
 EM0859|                                                           dddmmss.s |
 EM0859| CX6990 COOPER RM 1                          12.225 METERS 05103     |
 EM0859| EM0860 BAKER                               APPROX. 5.1 KM 1665010.8 |
 EM0859| CX6991 COOPER RM 2                          18.100 METERS 17516     |
 EM0859| CX6989 COOPER AZ MK                                       2583315.3 |
 EM0859|---------------------------------------------------------------------|
 EM0859
 EM0859                          SUPERSEDED SURVEY CONTROL
 EM0859
 EM0859  NAD 83(1986)-  34 51 33.41202(N)    098 48 55.61156(W) AD(       ) 1
 EM0859  NAD 27      -  34 51 33.19300(N)    098 48 54.35600(W) AD(       ) 1
 EM0859
 EM0859.Superseded values are not recommended for survey control.
 EM0859
 EM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0859.See file dsdata.pdf to determine how the superseded data were derived.
 EM0859
 EM0859_MARKER: DS = TRIANGULATION STATION DISK
 EM0859_SETTING: 80 = SET IN A BOULDER
 EM0859_STAMPING: COOPER 1935
 EM0859_MARK LOGO: CGS
 EM0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0859+STABILITY: SURFACE MOTION
 EM0859
 EM0859  HISTORY     - Date     Condition        Report By
 EM0859  HISTORY     - 1935     MONUMENTED       CGS
 EM0859  HISTORY     - 1935     GOOD             OKGS
 EM0859  HISTORY     - 1936     GOOD             OKGS
 EM0859  HISTORY     - 1963     GOOD             CGS
 EM0859  HISTORY     - 1980     GOOD             NGS
 EM0859
 EM0859                          STATION DESCRIPTION
 EM0859
 EM0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0859'STATION IS LOCATED ON THE HIGHEST AND MOST NORTHERLY OF TWO
 EM0859'ADJOINING PEAKS AT THE NW END OF A ROCKY RIDGE IN SE 1/4 OF
 EM0859'SEC. 31, T 5 N, R 15 W, 3.0 MILES E OF COOPERTON, AND 1/4 MILE
 EM0859'N OF COMANCHE COUNTY LINE.
 EM0859'
 EM0859'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EM0859'IN CONCRETE IN A BOULDER.
 EM0859'
 EM0859'REFERENCE MARK NO. 1 IS ENE OF STATION.
 EM0859'
 EM0859'REFERENCE MARK NO. 2 IS S OF STATION.
 EM0859'
 EM0859'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 EM0859'DESCRIBED.  IT IS APPROXIMATELY 1.3 MILES W OF
 EM0859'STATION, IN AN E-W FENCE LINE AND 20 FEET N OF CENTER LINE
 EM0859'OF AN E-W ROAD.
 EM0859'
 EM0859'REACHED FROM HIGH SCHOOL IN ROOSEVELT, BY GOING N ON MAIN
 EM0859'STREET 0.3 MILE, TURN RIGHT E AND GO 11.15 MILES OR 2.0 MILES
 EM0859'BEYOND WHERE THIS ROAD TURNS RIGHT S, TO END OF TRUCK TRAVEL
 EM0859'WHERE ROAD TURNS S.  FROM THIS POINT THE PEAK IS 0.5 MILE E
 EM0859'AND 0.1 MILE N.  THE CLIMB IS ABOUT 600 FEET REQUIRING ABOUT
 EM0859'25 MINUTES.
 EM0859'
 EM0859'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 EM0859
 EM0859                          STATION RECOVERY (1935)
 EM0859
 EM0859'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1935
 EM0859'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 EM0859
 EM0859                          STATION RECOVERY (1936)
 EM0859
 EM0859'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1936
 EM0859'OLD DESCRIPTION STILL APPLIES.
 EM0859
 EM0859                          STATION RECOVERY (1963)
 EM0859
 EM0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0859'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 EM0859'FOUND IN GOOD CONDITION, ALTHOUGH THE MARKS ARE BATTERED, THEY
 EM0859'ARE IN THEIR ORIGIONAL POSITIONS.  THE AZIMUTH MARK COULD
 EM0859'NOT BE LOCATED NOR ANY EVIDENCE OF THE MARK COULD BE FOUND.
 EM0859'THE STATION WAS REACHED AS FOLLOWS--
 EM0859'
 EM0859'FROM THE MAIN INTERSECTION IN COOPERTON, GO SOUTH ON STATE
 EM0859'HIGHWAY 19 AND 54 FOR 0.75 MILE TO CROSS ROAD AND JUNCTION
 EM0859'STATE HIGHWAYS 19 AND 54, TURN LEFT AND GO EAST FOR 2.0 MILES
 EM0859'TO A SIDE ROAD LEFT, NORTH, TURN LEFT AND GO NORTH FOR 0.4
 EM0859'MILE TO A GATE ON THE RIGHT, EAST SIDE OF THE ROAD, JUST
 EM0859'SOUTHWEST OF FARM HOUSE OF JOHNNEY AND JOYCE VANDERPOL, TURN
 EM0859'RIGHT, PASS THROUGH GATE AND GO EAST-SOUTHEAST THROUGH PASTURE
 EM0859'FOR 0.5 MILE TO THE WEST BASE OF HILL, THENCE HIKE EAST ABOUT
 EM0859'45 MINUTES TO HIGHEST POINT AND THE STATION.
 EM0859
 EM0859                          STATION RECOVERY (1980)
 EM0859
 EM0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JGC)
 EM0859'COOPER 1935 RECOVERED GOOD.
 EM0859'
 EM0859'COOPER NO 1 1935 RECOVERED GOOD.
 EM0859'
 EM0859'COOPER NO 2 1935 RECOVERED GOOD.
 EM0859'
 EM0859'AZIMUTH MARK SF NR. PROBABLY DESTROYED BY ROAD AND DITCH
 EM0859'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1003 ***********************************************************************
 GH1003  CBN         -  This is a Cooperative Base Network Control Station.
 GH1003  DESIGNATION -  COOPER
 GH1003  PID         -  GH1003
 GH1003  STATE/COUNTY-  OK/OSAGE
 GH1003  COUNTRY     -  US
 GH1003  USGS QUAD   -  SHIDLER (2018)
 GH1003
 GH1003                         *CURRENT SURVEY CONTROL
 GH1003  ______________________________________________________________________
 GH1003* NAD 83(2011) POSITION- 36 48 48.10762(N) 096 44 42.96598(W)   ADJUSTED
 GH1003* NAD 83(2011) ELLIP HT-   352.901 (meters)        (06/27/12)   ADJUSTED
 GH1003* NAD 83(2011) EPOCH   -  2010.00
 GH1003* NAVD 88 ORTHO HEIGHT -   381.8   (meters)     1253.    (feet) GPS OBS
 GH1003  ______________________________________________________________________
 GH1003  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH1003  GEOID HEIGHT    -        -28.805 (meters)                     GEOID96
 GH1003  GEOID HEIGHT    -        -28.879 (meters)                     GEOID18
 GH1003  NAD 83(2011) X  -   -600,515.749 (meters)                     COMP
 GH1003  NAD 83(2011) Y  - -5,077,324.202 (meters)                     COMP
 GH1003  NAD 83(2011) Z  -  3,801,042.865 (meters)                     COMP
 GH1003  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 GH1003
 GH1003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1003  Standards:
 GH1003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1003  -------------------------------------------------------------------
 GH1003  NETWORK    0.98   1.86           0.45   0.33   0.95     -0.15696363
 GH1003  -------------------------------------------------------------------
 GH1003  Click here for local accuracies and other accuracy information.
 GH1003
 GH1003.The horizontal coordinates were established by GPS observations
 GH1003.and adjusted by the National Geodetic Survey in June 2012.
 GH1003
 GH1003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1003.been affixed to the stable North American tectonic plate. See 
 GH1003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1003
 GH1003.The horizontal coordinates are valid at the epoch date displayed above
 GH1003.which is a decimal equivalence of Year/Month/Day.
 GH1003
 GH1003.The orthometric height was determined by GPS observations and a
 GH1003.high-resolution geoid model.
 GH1003
 GH1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1003.GEOID18 height accuracy estimate available here.
 GH1003
 GH1003.Click photographs - Photos may exist for this station.
 GH1003
 GH1003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1003
 GH1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1003
 GH1003.The ellipsoidal height was determined by GPS observations
 GH1003.and is referenced to NAD 83.
 GH1003
 GH1003. The following values were computed from the NAD 83(2011) position.
 GH1003
 GH1003;                    North         East     Units Scale Factor Converg.
 GH1003;SPC OK N     -   201,928.767   711,956.019   MT  1.00000885   +0 44 25.7
 GH1003;SPC OK N     -   662,494.63  2,335,809.04   sFT  1.00000885   +0 44 25.7
 GH1003;UTM  14      - 4,076,540.438   701,121.192   MT  1.00009835   +1 21 05.4
 GH1003
 GH1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1003!SPC OK N     -   0.99994462  x   1.00000885  =   0.99995347
 GH1003!UTM  14      -   0.99994462  x   1.00009835  =   1.00004297
 GH1003
 GH1003:                Primary Azimuth Mark                     Grid Az
 GH1003:SPC OK N     -  COOPER AZ MK                             309 20 39.0
 GH1003:UTM  14      -  COOPER AZ MK                             308 43 59.3
 GH1003
 GH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0112176540(NAD 83)
 GH1003
 GH1003|---------------------------------------------------------------------|
 GH1003| PID    Reference Object                     Distance      Geod. Az  |
 GH1003|                                                           dddmmss.s |
 GH1003| CI0652 COOPER RM 1                           7.772 METERS 17712     |
 GH1003| CI0653 COOPER RM 2                          14.050 METERS 26354     |
 GH1003| CI0651 COOPER AZ MK                                       3100504.7 |
 GH1003|---------------------------------------------------------------------|
 GH1003
 GH1003                          SUPERSEDED SURVEY CONTROL
 GH1003
 GH1003  NAD 83(2007)-  36 48 48.10763(N)    096 44 42.96679(W) AD(2002.00) 0
 GH1003  ELLIP H (02/10/07)  352.921  (m)                       GP(2002.00)    
 GH1003  ELLIP H (04/16/01)  352.932  (m)                       GP(       ) 4 2
 GH1003  NAD 83(1993)-  36 48 48.10740(N)    096 44 42.96674(W) AD(       ) B
 GH1003  ELLIP H (05/09/94)  352.998  (m)                       GP(       ) 4 2
 GH1003  NAD 83(1986)-  36 48 48.12226(N)    096 44 42.95454(W) AD(       ) 1
 GH1003  NAD 27      -  36 48 48.00131(N)    096 44 41.83975(W) AD(       ) 1
 GH1003  NAVD 88 (01/13/95)  381.8    (m)  UNKNOWN  model used  GPS OBS        
 GH1003  NAVD 88 (05/09/94)  381.8    (m)  GEOID93  model used  GPS OBS        
 GH1003
 GH1003.Superseded values are not recommended for survey control.
 GH1003
 GH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1003.See file dsdata.pdf to determine how the superseded data were derived.
 GH1003
 GH1003_MARKER: DS = TRIANGULATION STATION DISK
 GH1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1003_STAMPING: COOPER 1935
 GH1003_MARK LOGO: CGS
 GH1003_PROJECTION: PROJECTING 10 CENTIMETERS
 GH1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1003+STABILITY: SURFACE MOTION
 GH1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1003+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2022
 GH1003
 GH1003  HISTORY     - Date     Condition        Report By
 GH1003  HISTORY     - 1935     MONUMENTED       CGS
 GH1003  HISTORY     - 1935     GOOD             CGS
 GH1003  HISTORY     - 1966     GOOD             OKDH
 GH1003  HISTORY     - 19930422 GOOD             NGS
 GH1003  HISTORY     - 19970516 GOOD             NGS
 GH1003  HISTORY     - 20080110 GOOD             KDHE
 GH1003  HISTORY     - 20131009 GOOD             INDIV
 GH1003  HISTORY     - 20220322 GOOD             OKDOT
 GH1003
 GH1003                          STATION DESCRIPTION
 GH1003
 GH1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1003'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, T.
 GH1003'27 N., R. 5 E., ABOUT 1/4 MILE EAST OF COOPER POST OFFICE,
 GH1003'AND 2 MILES WEST AND 1/4 MILE NORTH OF WEBB CITY ON PROPERTY
 GH1003'OWNED BY THE OSAGE INDIAN AGENCY AND LEASED BY THE MARATHON
 GH1003'OIL CO., ON TOP OF A PROMINENT HILL ON WHICH ARE TWO OIL DERRICKS
 GH1003'AND TWO STORAGE TANKS.  MARK IS SET 50 FEET EAST OF A PIPE
 GH1003'LINE PASSING OVER RIDGE NEAR TELEPHONE LINE, 43 FEET WEST
 GH1003'OF A PIPE LINE PASSING OVER RIDGE, 27 PACES NORTH OF SOUTH
 GH1003'EDGE OF RIDGE, AND 122 PACES SOUTHEAST OF SOUTHERNMOST OF 2
 GH1003'STORAGE TANKS.
 GH1003'
 GH1003'REACHED FROM WEBB CITY BY GOING NORTH ON MAIN STREET FOR 0.25
 GH1003'MILE, THEN TURN LEFT AND GO WEST 2 MILES, THEN TURN RIGHT
 GH1003'AND GO 0.2 MILE TO TOP OF HILL AND STATION.  REACHED FROM FIRST
 GH1003'NATIONAL BANK IN KAW BY GOING NORTH ON GRAVELED ROAD 0.45 MILE
 GH1003'TO BRIDGE OVER ARKANSAS RIVER, CONTINUE NORTH 0.95 MILE TO
 GH1003'CROSSROADS AT SERVICE STATION AT SOUTHEAST EDGE OF TOWN OF
 GH1003'WASHUNGA, THEN TURN RIGHT AND GO EAST 6.3 MILES TO CROSSROADS,
 GH1003'TURN LEFT AND GO NORTH 1.1 MILES TO LEP RAILROAD STATION,
 GH1003'CONTINUE NORTH ON MAIN ROAD 0.9 MILE TO CROSSROADS, TURN LEFT AND
 GH1003'GO WEST 0.9 MILE, THEN TURN RIGHT AND GO NORTH 0.2 MILE TO
 GH1003'TOP OF HILL AND STATION.
 GH1003'
 GH1003'REFERENCE MARK NO. 1 IS SOUTH OF STATION, IN OUTCROPPING BEDROCK.
 GH1003'
 GH1003'REFERENCE MARK NO. 2 IS 5 FEET EAST OF PIPE LINE NEAR TELEPHONE
 GH1003'LINE, 3 FEET NORTHWEST OF TELEPHONE POLE.
 GH1003'
 GH1003'AZIMUTH MARK IS ABOUT 1.2 MILES NORTHWEST OF STATION.  MARK
 GH1003'IS SET 20 FEET NORTH OF CENTER LINE OF ROAD, NEAR BRYON SCHOOL.
 GH1003'FROM STATION, GO SOUTH TO EAST-WEST ROAD 0.2 MILE, THENCE
 GH1003'WEST 1 MILE, THEN NORTH 0.95 MILE, THEN WEST 0.1 MILE TO TOP
 GH1003'OF HILL AND MARK.
 GH1003'
 GH1003'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH1003'DESCRIBED.
 GH1003'
 GH1003'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH1003
 GH1003                          STATION RECOVERY (1935)
 GH1003
 GH1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GH1003'RECOVERED IN GOOD CONDITION.
 GH1003
 GH1003                          STATION RECOVERY (1966)
 GH1003
 GH1003'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1966 (JPA)
 GH1003'COOPER, GOOD - RECOVERED SEPT. 1966.
 GH1003'
 GH1003'AZIMUTH MARK, GOOD - RECOVERED SEPT. 1966.
 GH1003
 GH1003                          STATION RECOVERY (1993)
 GH1003
 GH1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH1003'NOTE--THERE IS A 60 DEGREE HIGH HORIZON BLOCKAGE TO THE EAST-SOUTHEAST
 GH1003'ABOUT 5 DEGREES WIDE.
 GH1003'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. NO
 GH1003'DATA AVAILABLE ON OTHER MARKS.
 GH1003'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF SHIDLER, 3.5 KM
 GH1003'(2.15 MI) NORTH OF STATE HIGHWAY 11, NEAR THE SOUTH EDGE OF AN
 GH1003'EAST-WEST MESA, IN THE PHILLIPS PETROLEUM OIL FIELD, AT THE OSAGE-KAW
 GH1003'COUNTIES RURAL WATER STANDPIPE, IN THE SOUTHEAST 1/4 OF SECTION 15, T
 GH1003'27 N, R 5 E.  OWNERSHIP--PHILLIPS PETROLEUM COMPANY.  STATION IS
 GH1003'ALONG COUNTY RIGHT-OF-WAY ACCESS TO THE STANDPIPE.
 GH1003'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 18 IN SHIDLER, GO
 GH1003'NORTH ON HIGHWAY 18 FOR 3.50 KM (2.15 MI) TO A CROSSROAD.  TURN LEFT,
 GH1003'WEST, ON PAVED ROAD FOR 4.83 KM (3.00 MI) TO A PAVED CROSSROAD.
 GH1003'CONTINUE AHEAD FOR 0.90 KM (0.55 MI) TO A DIRT ROAD RIGHT AT CATTLE
 GH1003'GUARD.  TURN RIGHT, NORTH, FOR 0.10 KM (0.05 MI) TO A TRACK
 GH1003'CROSSROAD.  TURN LEFT, WEST, PARALLELING THE PAVED ROAD FOR 1.06 KM
 GH1003'(0.65 MI) TO A ROAD RIGHT.  TURN RIGHT, NORTH, UPGRADE, FOR 0.16 KM
 GH1003'(0.10 MI) TO TOP OF HILL AND PIPE LAYING ACROSS ROAD.  TURN RIGHT,
 GH1003'EAST, ON DIM ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT
 GH1003'JUST BEFORE REACHING THE STANDPIPE.
 GH1003'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 GH1003'PROJECTING 10 CM ABOVE GROUND IN LOW GRASS.  IT IS 14.5 M (47.6 FT)
 GH1003'WEST OF THE NORTHWEST CORNER OF THE STANDPIPE FENCE, 25.0 M (82.0 FT)
 GH1003'NORTHWEST OF A UTILITY POLE WITH METER AT THE SOUTHWEST FENCE CORNER,
 GH1003'0.7 M (2.3 FT) EAST OF A FIBERGLASS WITNESS POST, 3.5 M (11.5 FT)
 GH1003'SOUTH OF THE DIM ROAD CENTER, AND 25 M (82.0 FT) NORTH OF THE SOUTH
 GH1003'RIM OF THE RIDGE.
 GH1003
 GH1003                          STATION RECOVERY (1997)
 GH1003
 GH1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GH1003'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF SHIDLER, 3.5 KM
 GH1003'(2.15 MI) NORTH OF STATE HIGHWAY 11, NEAR THE SOUTH EDGE OF AN
 GH1003'EAST-WEST MESA, IN THE PHILIPS PETROLEUM OIL FIELD, AT THE OSAGE-KAW
 GH1003'COUNTIES RURAL WATER STANDPIPE, IN THE SOUTHEAST 1/4 OF SECTION 15, T
 GH1003'27 N, R 5 E.  OWNERSHIP--PHILLIPS PETROLEUM COMPANY.  STATION IS ON
 GH1003'COUNTY RIGHT-OF-WAY ACCESS TO THE STANDPIPE.  TO REACH FROM THE
 GH1003'JUNCTION OF STATE HIGHWAYS 11 AND 18 IN SHIDLER, GO NORTH ON HIGHWAY
 GH1003'18 FOR 3.50 KM (2.15 MI) TO A CROSSROAD, CR 4420.  TURN LEFT, WEST ON
 GH1003'PAVED ROAD FOR 4.83 KM (3.00 MI) TO A PAVED CROSSROAD.  CONTINUE AHEAD
 GH1003'FOR 0.90 KM (0.55 MI) TO A DIRT ROAD RIGHT WITH CATTLE GUARD. TURN
 GH1003'RIGHT, NORTH FOR 0.10 KM (0.05 MI) TO A TRACK CROSSROAD.  TURN LEFT,
 GH1003'WEST, PARALLELING THE PAVED ROAD FOR 1.06 KM (0.65 MI) TO A ROAD
 GH1003'RIGHT.  TURN RIGHT, NORTH, UPGRADE FOR 0.16 KM (0.10 MI) TO TOP OF
 GH1003'HILL AND PIPE LAYING ACROSS ROAD.  TURN RIGHT, EAST ON DIM ROAD FOR
 GH1003'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 GH1003'THE STANDPIPE.  STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE
 GH1003'CONCRETE POST PROJECTING 10 CM ABOVE GROUND IN LOW GRASS.  IT IS 14.5
 GH1003'M (47.6 FT) WEST OF THE NORTHWEST CORNER OF THE STANDPIPE FENCE, 25.0
 GH1003'M (82.0 FT) NORTHWEST OF A UTILITY POLE WITH METER AT THE SOUTHWEST
 GH1003'FENCE CORNER, 0.7 M (2.3 FT) EAST OF A FIBERGLASS WITNESS POST AND
 GH1003'METAL WITNESS POST, 3.5 M (11.5 FT) SOUTH OF THE DIM ROAD CENTER AND
 GH1003'25 M (82.0 FT) NORTH OF THE SOUTH RIM OF THE RIDGE.
 GH1003
 GH1003                          STATION RECOVERY (2008)
 GH1003
 GH1003'RECOVERY NOTE BY KANSAS DEPARTMENT OF HEALTH 2008
 GH1003'RECOVERED IN GOOD CONDITION.
 GH1003
 GH1003                          STATION RECOVERY (2013)
 GH1003
 GH1003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JF)
 GH1003'RECOVERED IN GOOD CONDITION.
 GH1003
 GH1003                          STATION RECOVERY (2022)
 GH1003
 GH1003'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 GH1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0736 ***********************************************************************
 GJ0736  DESIGNATION -  COOPER
 GJ0736  PID         -  GJ0736
 GJ0736  STATE/COUNTY-  OK/HARPER
 GJ0736  COUNTRY     -  US
 GJ0736  USGS QUAD   -  FORT SUPPLY NE (2018)
 GJ0736
 GJ0736                         *CURRENT SURVEY CONTROL
 GJ0736  ______________________________________________________________________
 GJ0736* NAD 83(1997) POSITION- 36 38 16.18777(N) 099 32 07.41950(W)   ADJUSTED
 GJ0736* NAVD 88 ORTHO HEIGHT -   671.63  (+/-2cm)     2203.5   (feet) VERTCON3
 GJ0736  ______________________________________________________________________
 GJ0736  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 GJ0736  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 GJ0736  HORZ ORDER      -  FIRST
 GJ0736  VERT ORDER      -  THIRD ? (See Below)
 GJ0736
 GJ0736.The horizontal coordinates were established by classical geodetic methods
 GJ0736.and adjusted by the National Geodetic Survey in October 1998.
 GJ0736
 GJ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0736
 GJ0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0736.GEOID18 height accuracy estimate available here.
 GJ0736
 GJ0736.The vertical order pertains to the NGVD 29 superseded value.
 GJ0736
 GJ0736.Click photographs - Photos may exist for this station.
 GJ0736
 GJ0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0736
 GJ0736. The following values were computed from the NAD 83(1997) position.
 GJ0736
 GJ0736;                    North         East     Units Scale Factor Converg.
 GJ0736;SPC OK N     -   182,811.807   462,695.133   MT  0.99997903   -0 54 22.0
 GJ0736;SPC OK N     -   599,775.07  1,518,025.62   sFT  0.99997903   -0 54 22.0
 GJ0736;UTM  14      - 4,054,830.345   452,137.536   MT  0.99962822   -0 19 10.2
 GJ0736
 GJ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0736!SPC OK N     -   0.99989903  x   0.99997903  =   0.99987806
 GJ0736!UTM  14      -   0.99989903  x   0.99962822  =   0.99952728
 GJ0736
 GJ0736:                Primary Azimuth Mark                     Grid Az
 GJ0736:SPC OK N     -  COOPER AZ MK                             266 19 42.6
 GJ0736:UTM  14      -  COOPER AZ MK                             265 44 30.8
 GJ0736
 GJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5213754830(NAD 83)
 GJ0736
 GJ0736|---------------------------------------------------------------------|
 GJ0736| PID    Reference Object                     Distance      Geod. Az  |
 GJ0736|                                                           dddmmss.s |
 GJ0736| CK8394 COOPER RM 1                          55.867 METERS 14245     |
 GJ0736| GJ0738 FORT SUPPLY ST HOSP STACK           APPROX. 7.5 KM 1922347.0 |
 GJ0736| GJ0739 FORT SUPPLY ST HOSP TANK            APPROX. 7.6 KM 1952402.5 |
 GJ0736| CK8395 COOPER RM 2                          41.678 METERS 22352     |
 GJ0736| CK8393 COOPER AZ MK                                       2652520.6 |
 GJ0736| GJ0744 FORT SUPPLY MICROWAVE MAST          APPROX. 8.3 KM 2802855.5 |
 GJ0736| GJ0735 BUFFALO MUNICIPAL WATER TANK        APPROX.23.9 KM 3382452.3 |
 GJ0736|---------------------------------------------------------------------|
 GJ0736
 GJ0736                          SUPERSEDED SURVEY CONTROL
 GJ0736
 GJ0736  NAD 83(1993)-  36 38 16.18778(N)    099 32 07.41957(W) AD(       ) 1
 GJ0736  NAD 83(1986)-  36 38 16.19405(N)    099 32 07.40653(W) AD(       ) 1
 GJ0736  NAD 27      -  36 38 16.07240(N)    099 32 05.99746(W) AD(       ) 1
 GJ0736  NGVD 29 (07/19/86)  671.35   (m)         2202.6    (f) LEVELING    3  
 GJ0736
 GJ0736.Superseded values are not recommended for survey control.
 GJ0736
 GJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0736.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0736
 GJ0736_MARKER: DS = TRIANGULATION STATION DISK
 GJ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0736_STAMPING: COOPER 1934
 GJ0736_MARK LOGO: CGS
 GJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0736+STABILITY: SURFACE MOTION
 GJ0736
 GJ0736  HISTORY     - Date     Condition        Report By
 GJ0736  HISTORY     - 1934     MONUMENTED       CGS
 GJ0736  HISTORY     - 1963     GOOD             CGS
 GJ0736  HISTORY     - 1976     GOOD             NGS
 GJ0736
 GJ0736                          STATION DESCRIPTION
 GJ0736
 GJ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0736'STATION IS LOCATED ABOUT 4-1/4 MILES NORTH AND 1-1/2 MILES EAST
 GJ0736'OF SUPPLY IN SOUTHEAST QUARTER OF SEC. 14, T. 25 N., R. 22 W.,
 GJ0736'1/2 MILE NORTHEAST OF SHAFER RANCH HOUSE, ON THE NORTH END OF A
 GJ0736'LONG GRASSY RIDGE WHERE IT DROPS SHARPLY TO NORTH, ABOUT 120
 GJ0736'FEET NORTH OF EAST-WEST FENCE LINE.
 GJ0736'
 GJ0736'REACHED FROM SUPPLY POST OFFICE BY GOING EAST 0.2 MILE ON
 GJ0736'U.S. HIGHWAY 270, THENCE NORTH ACROSS RAILROAD TRACKS 0.2 MILE
 GJ0736'TO BRIDGE OVER BEAVER CREEK, CONTINUE NORTH 3.2 MILES TO
 GJ0736'ROAD EAST, THENCE EAST 1.1 MILES TO GATE IN NORTH RIGHT-OF-WAY
 GJ0736'FENCE LINE.  TURN NORTH ON PRAIRIE ROAD FOR 0.5 MILE TO CATTLE
 GJ0736'GUARD AND GATE IN FENCE, PASS THROUGH FENCE AND CONTINUE
 GJ0736'NORTHERLY 0.3 MILE, THENCE EAST 0.25 MILE TO ENTRANCE TO
 GJ0736'BARNLOT OF SHAFER RANCH, TURN NORTH THROUGH GATE ON WEST SIDE
 GJ0736'OF HEDGE FENCE AND GO FOR 0.2 MILE, THENCE EAST THROUGH GATE
 GJ0736'FOR 0.15 MILE TO ANOTHER GATE, PASS THROUGH GATE AND GO 0.1 MILE
 GJ0736'EAST-NORTHEAST TO HIGHEST GROUND AND STATION.
 GJ0736'
 GJ0736'REFERENCE MARK NO. 1 IS 55.865 METERS (183.28 FEET) SOUTHEAST
 GJ0736'OF STATION, SET IN EAST-WEST FENCE LINE.
 GJ0736'
 GJ0736'REFERENCE MARK NO. 2 IS 41.686 METERS (136.76 FEET) SOUTHWEST
 GJ0736'OF STATION, SET IN SAME FENCE AS NO. 1.
 GJ0736'
 GJ0736'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 64.330 METERS.
 GJ0736'
 GJ0736'AZIMUTH MARK IS DISTANT ABOUT 0.5 MILE TO WESTWARD.  REACHED
 GJ0736'FROM SHAFER RANCH HOUSE BY GOING WEST 0.15 MILE TO FENCE CORNER,
 GJ0736'THENCE NORTH 0.2 MILE, THENCE NORTH-NORTHWEST 0.1 MILE TO MARK
 GJ0736'WHICH IS ON A PROJECTING FINGER OF THE RIDGE, 66 FEET WEST OF
 GJ0736'EAST EDGE OF RIM AND 32 FEET EAST OF WEST EDGE OF RIM.
 GJ0736'
 GJ0736'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0736'BRONZE DISKS SET IN CONCRETE.
 GJ0736'
 GJ0736'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
 GJ0736
 GJ0736                          STATION RECOVERY (1963)
 GJ0736
 GJ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0736'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 GJ0736'WERE RECOVERED AS DESCRIBED.  DUE TO ROAD CHANGES A NEW COMPLETE
 GJ0736'DESCRIPTION FOLLOWS-
 GJ0736'
 GJ0736'THE STATION IS ON A SMALL KNOLL IN PASTURE LAND, ABOUT 15-1/2
 GJ0736'MILES NORTHWEST OF WOODWARD AND 4-1/2 MILES NORTHEAST OF SUPPLY.
 GJ0736'
 GJ0736'TO REACH THE STATION FROM THE POST OFFICE IN SUPPLY, GO EAST ON
 GJ0736'U.S. HIGHWAY 270 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 GJ0736'AND GO NORTH ON GRADED ROAD, CROSSING RAILROAD TRACKS FOR 3.55
 GJ0736'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRADED ROAD
 GJ0736'FOR 1.75 MILES TO A METAL GATE ON THE LEFT.  TURN LEFT, PASSING
 GJ0736'THROUGH GATE AND GO NORTH AND NORTHWEST ON TRACK ROAD FOR 0.8
 GJ0736'MILE TO A WINDMILL AND SMALL SHED AT A FORK.  TAKE THE RIGHT
 GJ0736'FORK, DIM TRACK ROAD FOR 0.25 MILE TO A WIRE GATE.  (TO REACH THE
 GJ0736'AZIMUTH MARK, TURN LEFT AND GO WEST ALONG THE SOUTH SIDE
 GJ0736'OF A WIRE FENCE FOR 0.35 MILE TO THE MARK).  PASS THROUGH GATE
 GJ0736'AND TAKE THE RIGHT FORK, NORTHEASTERLY, FOR 0.15 MILE TO THE TOP
 GJ0736'OF THE KNOLL AND THE STATION.
 GJ0736'
 GJ0736'STATION MARK IS A STANDARD DISK, STAMPED COOPER 1934, SET IN
 GJ0736'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GJ0736'IT IS 177 FEET NORTH OF A WIRE FENCE AND 4.5 FEET EAST OF A
 GJ0736'WITNESS POST.
 GJ0736'
 GJ0736'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COOPER NO 1 1934,
 GJ0736'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0736'8 INCHES.  IT IS 32 FEET NORTH OF THE FENCE AND ABOUT 1 FOOT
 GJ0736'LOWER THAN THE STATION.
 GJ0736'
 GJ0736'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COOPER NO 2 1934,
 GJ0736'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0736'4 INCHES.  IT IS 76 FEET NORTH OF THE FENCE AND ABOUT 2 FEET
 GJ0736'LOWER THAN THE STATION.
 GJ0736'
 GJ0736'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED COOPER AZI 1934,
 GJ0736'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0736'8 INCHES.  IT IS 66 FEET WEST OF THE EAST EDGE OF THE KNOLL,
 GJ0736'32 FEET EAST OF THE WEST EDGE OF THE KNOLL AND 1 FOOT SOUTH OF A
 GJ0736'WIRE FENCE.
 GJ0736
 GJ0736                          STATION RECOVERY (1976)
 GJ0736
 GJ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0736'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND
 GJ0736'NO. 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0634 ***********************************************************************
 GJ0634  DESIGNATION -  CORA
 GJ0634  PID         -  GJ0634
 GJ0634  STATE/COUNTY-  OK/WOODS
 GJ0634  COUNTRY     -  US
 GJ0634  USGS QUAD   -  TEGARDEN (2018)
 GJ0634
 GJ0634                         *CURRENT SURVEY CONTROL
 GJ0634  ______________________________________________________________________
 GJ0634* NAD 83(1997) POSITION- 36 48 41.52398(N) 098 55 25.94658(W)   ADJUSTED
 GJ0634* NAVD 88 ORTHO HEIGHT -   590.    (meters)     1936.    (feet) SCALED
 GJ0634  ______________________________________________________________________
 GJ0634  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 GJ0634  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 GJ0634  HORZ ORDER      -  FIRST
 GJ0634
 GJ0634.The horizontal coordinates were established by classical geodetic methods
 GJ0634.and adjusted by the National Geodetic Survey in October 1998.
 GJ0634
 GJ0634.The orthometric height was scaled from a topographic map.
 GJ0634
 GJ0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0634.GEOID18 height accuracy estimate available here.
 GJ0634
 GJ0634.Click photographs - Photos may exist for this station.
 GJ0634
 GJ0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0634
 GJ0634. The following values were computed from the NAD 83(1997) position.
 GJ0634
 GJ0634;                    North         East     Units Scale Factor Converg.
 GJ0634;SPC OK N     -   201,394.598   517,562.452   MT  1.00000849   -0 32 42.8
 GJ0634;SPC OK N     -   660,742.11  1,698,036.14   sFT  1.00000849   -0 32 42.8
 GJ0634;UTM  14      - 4,073,968.308   506,790.069   MT  0.99960057   +0 02 44.2
 GJ0634
 GJ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0634!SPC OK N     -   0.99991181  x   1.00000849  =   0.99992030
 GJ0634!UTM  14      -   0.99991181  x   0.99960057  =   0.99951241
 GJ0634
 GJ0634:                Primary Azimuth Mark                     Grid Az
 GJ0634:SPC OK N     -  CORA AZ MK                               141 48 30.5
 GJ0634:UTM  14      -  CORA AZ MK                               141 13 03.5
 GJ0634
 GJ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0679073968(NAD 83)
 GJ0634
 GJ0634|---------------------------------------------------------------------|
 GJ0634| PID    Reference Object                     Distance      Geod. Az  |
 GJ0634|                                                           dddmmss.s |
 GJ0634| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX.27.0 KM 0964117.2 |
 GJ0634| CK8396 CORA AZ MK                                         1411547.7 |
 GJ0634| GJ0623 AMARILLO KANSAS CITY BCN 18         APPROX.20.3 KM 1603304.3 |
 GJ0634|---------------------------------------------------------------------|
 GJ0634
 GJ0634                          SUPERSEDED SURVEY CONTROL
 GJ0634
 GJ0634  NAD 83(1993)-  36 48 41.52434(N)    098 55 25.94638(W) AD(       ) 1
 GJ0634  NAD 83(1986)-  36 48 41.52770(N)    098 55 25.93477(W) AD(       ) 1
 GJ0634  NAD 27      -  36 48 41.41526(N)    098 55 24.59470(W) AD(       ) 1
 GJ0634
 GJ0634.Superseded values are not recommended for survey control.
 GJ0634
 GJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0634.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0634
 GJ0634_MARKER: DS = TRIANGULATION STATION DISK
 GJ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0634_STAMPING: CORA 1934
 GJ0634_MARK LOGO: CGS
 GJ0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0634+STABILITY: SURFACE MOTION
 GJ0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0634+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2011
 GJ0634
 GJ0634  HISTORY     - Date     Condition        Report By
 GJ0634  HISTORY     - 1934     MONUMENTED       CGS
 GJ0634  HISTORY     - 20110823 GOOD             INDIV
 GJ0634
 GJ0634                          STATION DESCRIPTION
 GJ0634
 GJ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0634'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 21, T. 27 N.,
 GJ0634'R. 16 W., ON THE HIGHEST POINT IN THE VICINITY.  THE MARK, NOTE
 GJ0634'1B, IS SET ON THE SOUTHEAST EDGE OF HILL ABOUT 1/2 MILE NORTHEAST
 GJ0634'OF THE HOME OF MR. CUMMINGS, OWNER OF THE LAND.  IT IS 200
 GJ0634'YARDS NORTHEAST OF A DETACHED CONE-SHAPED HILL.
 GJ0634'
 GJ0634'TO REACH STATION FROM CORA CAMP ON U.S. HIGHWAY 64, GO WEST
 GJ0634'ON U.S. HIGHWAY 64 FOR 0.75 MILE TO MR. CUMMINGS MAIL BOX,
 GJ0634'TURN RIGHT AND FOLLOW UNIMPROVED ROAD NORTH ACROSS FIELD FOR
 GJ0634'0.5 MILE, TURN RIGHT AND GO EAST 0.15 MILE TO HOME OF MR.
 GJ0634'CUMMINGS, THENCE THROUGH BARNLOT AND FOLLOW A PASTURE ROAD NORTH
 GJ0634'ONE-QUARTER MILE TO A GATE, GO THROUGH GATE AND NORTH ALONG WEST
 GJ0634'SIDE OF FIELD 1/4 MILE, TURN RIGHT AND GO EAST ALONG EDGE
 GJ0634'OF FIELD FOR 0.15 MILE, THENCE RIGHT FOR 0.05 MILE TO
 GJ0634'SOUTHEAST EDGE OF HILL AND STATION.
 GJ0634'
 GJ0634'REFERENCE MARK NO. 1 IS SET IN AN OUTCROPPING ROCK
 GJ0634'ON THE NORTHEAST EDGE OF HILL, DISTANCE 137.62 FEET (41.947
 GJ0634'METERS).
 GJ0634'
 GJ0634'REFERENCE MARK NO. 2 IS SET IN OUTCROPPING ROCK
 GJ0634'SOUTHWEST OF STATION, DISTANCE 34.20 FEET (10.425 METERS).
 GJ0634'
 GJ0634'AZIMUTH MARK IS SET IN NORTH-SOUTH FENCE LINE, 33
 GJ0634'FEET EAST OF CENTERLING OF NORTH-SOUTH ROAD, 22 FEET NORTH OF
 GJ0634'FENCE CORNER, JUST NORTH OF A WIRE GATE INTO A FIELD.  TO REACH
 GJ0634'FROM STATION GO NORTH TO EAST-WEST FENCE AND FOLLOW FENCE LINE
 GJ0634'WEST AND SOUTH TO A PASTURE ROAD LEADING EAST, FOLLOW EAST
 GJ0634'FOR 0.4 MILE TO FENCE AND MARK JUST NORTH OF GATE.
 GJ0634'
 GJ0634'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GJ0634
 GJ0634                          STATION RECOVERY (2011)
 GJ0634
 GJ0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 GJ0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0926 ***********************************************************************
 FJ0926  DESIGNATION -  CORBETT
 FJ0926  PID         -  FJ0926
 FJ0926  STATE/COUNTY-  OK/CLEVELAND
 FJ0926  COUNTRY     -  US
 FJ0926  USGS QUAD   -  EASON (2018)
 FJ0926
 FJ0926                         *CURRENT SURVEY CONTROL
 FJ0926  ______________________________________________________________________
 FJ0926* NAD 83(1993) POSITION- 35 00 01.44583(N) 097 14 37.80686(W)   ADJUSTED
 FJ0926* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 FJ0926  ______________________________________________________________________
 FJ0926  GEOID HEIGHT    -        -26.139 (meters)                     GEOID18
 FJ0926  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 FJ0926  HORZ ORDER      -  THIRD
 FJ0926
 FJ0926.The horizontal coordinates were established by classical geodetic methods
 FJ0926.and adjusted by the National Geodetic Survey in November 1994.
 FJ0926
 FJ0926.The orthometric height was scaled from a topographic map.
 FJ0926
 FJ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0926.GEOID18 height accuracy estimate available here.
 FJ0926
 FJ0926.Click photographs - Photos may exist for this station.
 FJ0926
 FJ0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0926
 FJ0926. The following values were computed from the NAD 83(1993) position.
 FJ0926
 FJ0926;                    North         East     Units Scale Factor Converg.
 FJ0926;SPC OK S     -   185,178.302   669,025.308   MT  0.99996225   +0 25 45.2
 FJ0926;SPC OK S     -   607,539.15  2,194,960.53   sFT  0.99996225   +0 25 45.2
 FJ0926;UTM  14      - 3,874,496.619   660,260.813   MT  0.99991654   +1 00 27.1
 FJ0926
 FJ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0926!SPC OK S     -   0.99994947  x   0.99996225  =   0.99991172
 FJ0926!UTM  14      -   0.99994947  x   0.99991654  =   0.99986601
 FJ0926
 FJ0926:                Primary Azimuth Mark                     Grid Az
 FJ0926:SPC OK S     -  CORBETT AZ MK                            269 36 40.3
 FJ0926:UTM  14      -  CORBETT AZ MK                            269 01 58.4
 FJ0926
 FJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6026074496(NAD 83)
 FJ0926
 FJ0926|---------------------------------------------------------------------|
 FJ0926| PID    Reference Object                     Distance      Geod. Az  |
 FJ0926|                                                           dddmmss.s |
 FJ0926| FJ0923 CENTRAL STATE HOSP NW TANK          APPROX. 3.5 KM 0541659.2 |
 FJ0926| CL4963 CORBETT AZ MK                                      2700225.5 |
 FJ0926| CL4964 CORBETT RM 1                         11.258 METERS 27322     |
 FJ0926| CL4965 CORBETT RM 2                         16.256 METERS 34455     |
 FJ0926|---------------------------------------------------------------------|
 FJ0926
 FJ0926                          SUPERSEDED SURVEY CONTROL
 FJ0926
 FJ0926  NAD 83(1986)-  35 00 01.45109(N)    097 14 37.79187(W) AD(       ) 3
 FJ0926  NAD 27      -  35 00 01.18442(N)    097 14 36.69631(W) AD(       ) 3
 FJ0926
 FJ0926.Superseded values are not recommended for survey control.
 FJ0926
 FJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0926.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0926
 FJ0926_MARKER: DS = TRIANGULATION STATION DISK
 FJ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0926_STAMPING: CORBETT 1957
 FJ0926_MARK LOGO: CGS
 FJ0926_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0926+STABILITY: SURFACE MOTION
 FJ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0926+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2023
 FJ0926
 FJ0926  HISTORY     - Date     Condition        Report By
 FJ0926  HISTORY     - 1957     MONUMENTED       CGS
 FJ0926  HISTORY     - 20120223 GOOD             INDIV
 FJ0926  HISTORY     - 20230718 SEE DESCRIPTION  OKWRB
 FJ0926
 FJ0926                          STATION DESCRIPTION
 FJ0926
 FJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0926'STATION IS ABOUT 5 MILES EAST AND 1 MILE SOUTH OF LEXINGTON,
 FJ0926'2 MILES NORTH AND 3/4 MILE WEST OF CORBETT, NEAR NORTH SIDE
 FJ0926'CENTER OF NORTHWEST 1/4 OF SECTION 18, T 6 N, R 1 E, ON
 FJ0926'HIGHEST POINT OF HILL IN PASTURE LAND, OWNED BY K. HARDWICK.
 FJ0926'
 FJ0926'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE ROUTE
 FJ0926'39 IN LEXINGTON, BY GOING EAST ON HIGHWAY 39 FOR 3.85 MILES
 FJ0926'TO CROSSROADS AT STORE OF W.L. WATKINS IN THE SOUTHWEST
 FJ0926'ANGLE OF INTERSECTION, TURN RIGHT, SOUTH, ON SURFACED ROAD
 FJ0926'1 MILE TO CROSSROADS, TURN LEFT, EAST, FOR 0.7 MILE TO THE
 FJ0926'AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.3 MILE TO SIDE
 FJ0926'ROAD LEADING SOUTH, CONTINUE EAST 0.2 MILE TO TOP OF HILL
 FJ0926'AND STATION ON THE RIGHT.
 FJ0926'
 FJ0926'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10-INCH,
 FJ0926'SQUARE, CONCRETE POSTS.
 FJ0926'
 FJ0926'STATION MARKS ARE STAMPED CORBETT 1957.  THE SURFACE MARK
 FJ0926'PROJECTS 6 INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF
 FJ0926'A GRAVELED ROAD, 18 FEET EAST OF THE CENTER OF A FIELD ROAD,
 FJ0926'13 FEET EAST OF AN EAST GATEPOST AND 3 FEET SOUTH OF A ROAD
 FJ0926'RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 2 FEET WEST OF THE
 FJ0926'MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS
 FJ0926'OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 FJ0926'
 FJ0926'REFERENCE MARK 1 PROJECTS 6 INCHES AND IS STAMPED CORBETT
 FJ0926'NO 1 1957.  IT IS 27 FEET SOUTH OF THE CENTER OF THE GRAVELED
 FJ0926'ROAD, 20 FEET WEST OF THE CENTER OF THE FIELD ROAD 13 FEET
 FJ0926'WEST OF A WEST GATEPOST AND 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY
 FJ0926'FENCE.
 FJ0926'
 FJ0926'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED CORBETT
 FJ0926'NO 2 1957.  IT IS 48 FEET NORTH OF AN EAST GATEPOST, 25
 FJ0926'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTH
 FJ0926'OF A ROAD RIGHT-OF-WAY FENCE.
 FJ0926'
 FJ0926'AZIMUTH MARK PROJECTS 8 INCHES AND IS STAMPED CORBETT 1957.
 FJ0926'IT IS 97 FEET WEST OF A POWERLINE POLE, 30 FEET NORTH OF THE
 FJ0926'CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY
 FJ0926'FENCE.  A WHITE POST WAS SET 2 FEET WEST OF THE MARK.
 FJ0926
 FJ0926                          STATION RECOVERY (2012)
 FJ0926
 FJ0926'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JF)
 FJ0926'RECOVERED IN GOOD CONDITION.
 FJ0926
 FJ0926                          STATION RECOVERY (2023)
 FJ0926
 FJ0926'RECOVERY NOTE BY OKLAHOMA WATER RESOURCES BOARD 2023 (NJ)
 FJ0926'DISK IS MISSING BUT STEM IN PLACE.  APPEARS TO BE SUITABLE FOR USE BUT
 FJ0926'USE WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0543 ***********************************************************************
 GJ0543  DESIGNATION -  CORONADO
 GJ0543  PID         -  GJ0543
 GJ0543  STATE/COUNTY-  OK/KINGFISHER
 GJ0543  COUNTRY     -  US
 GJ0543  USGS QUAD   -  LACEY (2018)
 GJ0543
 GJ0543                         *CURRENT SURVEY CONTROL
 GJ0543  ______________________________________________________________________
 GJ0543* NAD 83(1993) POSITION- 36 03 29.77157(N) 098 02 00.89395(W)   ADJUSTED
 GJ0543* NAVD 88 ORTHO HEIGHT -   349.9   (meters)     1148.    (feet) VERTCON3
 GJ0543  ______________________________________________________________________
 GJ0543  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 GJ0543  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 GJ0543  HORZ ORDER      -  FIRST
 GJ0543
 GJ0543.The horizontal coordinates were established by classical geodetic methods
 GJ0543.and adjusted by the National Geodetic Survey in November 1994.
 GJ0543
 GJ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0543
 GJ0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0543.GEOID18 height accuracy estimate available here.
 GJ0543
 GJ0543.Click photographs - Photos may exist for this station.
 GJ0543
 GJ0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0543
 GJ0543. The following values were computed from the NAD 83(1993) position.
 GJ0543
 GJ0543;                    North         East     Units Scale Factor Converg.
 GJ0543;SPC OK N     -   117,418.364   596,974.543   MT  0.99994722   -0 01 11.3
 GJ0543;SPC OK N     -   385,230.08  1,958,573.98   sFT  0.99994722   -0 01 11.3
 GJ0543;UTM  14      - 3,990,843.554   587,038.146   MT  0.99969334   +0 34 08.0
 GJ0543
 GJ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0543!SPC OK N     -   0.99994938  x   0.99994722  =   0.99989661
 GJ0543!UTM  14      -   0.99994938  x   0.99969334  =   0.99964274
 GJ0543
 GJ0543:                Primary Azimuth Mark                     Grid Az
 GJ0543:SPC OK N     -  CORONADO AZ MK                           010 38 13.6
 GJ0543:UTM  14      -  CORONADO AZ MK                           010 02 54.3
 GJ0543
 GJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8703890843(NAD 83)
 GJ0543
 GJ0543|---------------------------------------------------------------------|
 GJ0543| PID    Reference Object                     Distance      Geod. Az  |
 GJ0543|                                                           dddmmss.s |
 GJ0543| CK8415 CORONADO AZ MK                                     0103702.3 |
 GJ0543| GH0797 HENNESSEY MUNICIPAL STANDPIPE       APPROX.13.4 KM 0614636.8 |
 GJ0543| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX.13.3 KM 0660255.2 |
 GJ0543| GH0793 HENNESSEY SMITH TRUCK CO MAST       APPROX.13.0 KM 0713246.3 |
 GJ0543| GH0788 HENNESSEY CONTL PIPE MW MAST        APPROX.15.5 KM 0874903.5 |
 GJ0543| CK8416 CORONADO RM 1                        26.365 METERS 12730     |
 GJ0543| CK8417 CORONADO RM 2                        28.172 METERS 23448     |
 GJ0543|---------------------------------------------------------------------|
 GJ0543
 GJ0543                          SUPERSEDED SURVEY CONTROL
 GJ0543
 GJ0543  NAD 83(1986)-  36 03 29.77655(N)    098 02 00.88057(W) AD(       ) 1
 GJ0543  NAD 27      -  36 03 29.63987(N)    098 01 59.66740(W) AD(       ) 1
 GJ0543  NGVD 29 (07/19/86)  349.7    (m)         1147.     (f) VERT ANG       
 GJ0543
 GJ0543.Superseded values are not recommended for survey control.
 GJ0543
 GJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0543.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0543
 GJ0543_MARKER: DS = TRIANGULATION STATION DISK
 GJ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0543_STAMPING: CORONADO 1968
 GJ0543_MARK LOGO: CGS
 GJ0543_PROJECTION: FLUSH
 GJ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0543+STABILITY: SURFACE MOTION
 GJ0543
 GJ0543  HISTORY     - Date     Condition        Report By
 GJ0543  HISTORY     - 1968     MONUMENTED       CGS
 GJ0543
 GJ0543                          STATION DESCRIPTION
 GJ0543
 GJ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0543'THE STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHWEST OF
 GJ0543'KINGFISHER, ABOUT 8 MILES SOUTHWEST OF HENNESSEY.  IN THE SE. 1/4
 GJ0543'OF SEC. 3, T. 18 N. R. 8 W., ON A SANDY HILL COVERED WITH SCRUB
 GJ0543'OAK CEDAR TREES.  ON PROPERTY OWNED BY MR. BILL LEE.  THE
 GJ0543'STATION MARK IS 36.5 FEET WEST OF A 12 INCH OAK TREE, 36 FEET
 GJ0543'NORTH OF THE APPROXIMATE CENTER OF SAND ROAD, 22 FEET EAST OF
 GJ0543'AN 8 INCH OAK TREE WITH TRIANGLE BLAZE AND 4.7 FEET
 GJ0543'EAST-SOUTHEAST OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 GJ0543'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK SET
 GJ0543'IN THE TOP OF A CONCRETE CYLINDER MONUMENT.
 GJ0543'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 GJ0543'DISK IS STAMPED CORONADO 1968.
 GJ0543'
 GJ0543'TO REACH THE STATION FROM THE POST OFFICE IN HENNESSEY, GO
 GJ0543'NORTH ON U.S. HIGHWAY 81 FOR 0.6 MILE TO THE JUNCTION OF STATE
 GJ0543'HIGHWAY 51.  TURN LEFT AND GO WEST ON STATE HIGHWAY 51 FOR 7.5
 GJ0543'MILES TO A CROSSROAD AND THE JUNCTION OF STATE HIGHWAY 132
 GJ0543'ON THE RIGHT.  TURN LEFT AND GO SOUTH ON A GRADED SAND ROAD FOR
 GJ0543'3.7 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF
 GJ0543'ROAD.  CONTINUE SOUTH ON SAND ROAD FOR 0.3 MILE TO A
 GJ0543'CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO TOP OF
 GJ0543'RIDGE AND STATION ON THE RIGHT, NORTH SIDE OF ROAD AS
 GJ0543'DESCRIBED.
 GJ0543'
 GJ0543'AZIMUTH MARK IS 76 FEET NORTHEAST OF A PEAR TREE, 27 FEET WEST
 GJ0543'OF THE APPROXIMATE CENTER OF SAND ROAD AND 3.1 FEET NORTHEAST
 GJ0543'OF A METAL WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY A
 GJ0543'STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 GJ0543'MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 GJ0543'DISK IS STAMPED CORONADO 1968.
 GJ0543'
 GJ0543'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE APPROXIMATE CENTER
 GJ0543'OF SAND ROAD AND 1.5 FEET NORTH OF FENCELINE.  IT IS MARKED BY
 GJ0543'A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 GJ0543'MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 GJ0543'DISK IS STAMPED CORONADO NO 1 1968.
 GJ0543'
 GJ0543'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE APPROXIMATE CENTER
 GJ0543'OF SAND ROAD AND 1.5 FEET NORTH OF FENCELINE.  IT IS MARKED BY
 GJ0543'A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 GJ0543'MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 GJ0543'DISK IS STAMPED CORONADO NO 2 1968.
 GJ0543'
 GJ0543'HEIGHT OF PLATE ABOVE STATION MARK 26.28 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0696 ***********************************************************************
 EM0696  DESIGNATION -  CORUM
 EM0696  PID         -  EM0696
 EM0696  STATE/COUNTY-  OK/STEPHENS
 EM0696  COUNTRY     -  US
 EM0696  USGS QUAD   -  CORUM (2018)
 EM0696
 EM0696                         *CURRENT SURVEY CONTROL
 EM0696  ______________________________________________________________________
 EM0696* NAD 83(1993) POSITION- 34 21 55.48494(N) 098 07 18.62273(W)   ADJUSTED
 EM0696* NAVD 88 ORTHO HEIGHT -   323.3   (meters)     1061.    (feet) VERTCON3
 EM0696  ______________________________________________________________________
 EM0696  GEOID HEIGHT    -        -25.257 (meters)                     GEOID18
 EM0696  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 EM0696  HORZ ORDER      -  THIRD
 EM0696
 EM0696.The horizontal coordinates were established by classical geodetic methods
 EM0696.and adjusted by the National Geodetic Survey in November 1994.
 EM0696
 EM0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0696
 EM0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0696.GEOID18 height accuracy estimate available here.
 EM0696
 EM0696.Click photographs - Photos may exist for this station.
 EM0696
 EM0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0696
 EM0696. The following values were computed from the NAD 83(1993) position.
 EM0696
 EM0696;                    North         East     Units Scale Factor Converg.
 EM0696;SPC OK S     -   114,488.191   588,792.937   MT  0.99994319   -0 04 09.0
 EM0696;SPC OK S     -   375,616.67  1,931,731.49   sFT  0.99994319   -0 04 09.0
 EM0696;UTM  14      - 3,803,022.710   580,748.462   MT  0.99968037   +0 29 44.6
 EM0696
 EM0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0696!SPC OK S     -   0.99995322  x   0.99994319  =   0.99989641
 EM0696!UTM  14      -   0.99995322  x   0.99968037  =   0.99963361
 EM0696
 EM0696:                Primary Azimuth Mark                     Grid Az
 EM0696:SPC OK S     -  CORUM AZ MK                              217 52 50.9
 EM0696:UTM  14      -  CORUM AZ MK                              217 18 57.3
 EM0696
 EM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8074803022(NAD 83)
 EM0696
 EM0696|---------------------------------------------------------------------|
 EM0696| PID    Reference Object                     Distance      Geod. Az  |
 EM0696|                                                           dddmmss.s |
 EM0696| CX6997 CORUM RM 1                           16.724 METERS 09026     |
 EM0696| CX6998 CORUM RM 2                           23.150 METERS 18540     |
 EM0696| CX6996 CORUM AZ MK                                        2174841.9 |
 EM0696|---------------------------------------------------------------------|
 EM0696
 EM0696                          SUPERSEDED SURVEY CONTROL
 EM0696
 EM0696  NAD 83(1986)-  34 21 55.48816(N)    098 07 18.60859(W) AD(       ) 3
 EM0696  NAD 27      -  34 21 55.17200(N)    098 07 17.46800(W) AD(       ) 3
 EM0696  NGVD 29 (07/19/86)  323.2    (m)         1060.     (f) VERT ANG       
 EM0696
 EM0696.Superseded values are not recommended for survey control.
 EM0696
 EM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0696.See file dsdata.pdf to determine how the superseded data were derived.
 EM0696
 EM0696_MARKER: DS = TRIANGULATION STATION DISK
 EM0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0696_STAMPING: CORUM 1948
 EM0696_MARK LOGO: CGS
 EM0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0696+STABILITY: SURFACE MOTION
 EM0696
 EM0696  HISTORY     - Date     Condition        Report By
 EM0696  HISTORY     - 1948     MONUMENTED       CGS
 EM0696  HISTORY     - 1963     GOOD             CGS
 EM0696  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0696
 EM0696                          STATION DESCRIPTION
 EM0696
 EM0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0696'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF TEMPLE, 9
 EM0696'MILES WEST OF COMANCHE AND 1 MILE WEST OF CORUM.  IT IS
 EM0696'0.25 MILE NORTH OF STATE HIGHWAY 53, ON THE RIGHT-OF-WAY
 EM0696'AND 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD,
 EM0696'3.5 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 3.4 FEET EAST
 EM0696'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 EM0696'3 FEET.  IT IS STAMPED CORUM 1948 AND PROJECTS 7 INCHES.
 EM0696'
 EM0696'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF A
 EM0696'NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 EM0696'LINE.  IT IS STAMPED CORUM NO 1 1948 AND PROJECTS 4 INCHES.
 EM0696'
 EM0696'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTER OF A
 EM0696'NORTH-SOUTH DIRT ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 EM0696'LINE.  IT IS STAMPED CORUM NO 2 1948 AND PROJECTS 4 INCHES.
 EM0696'
 EM0696'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF STATE
 EM0696'HIGHWAY 53, 6 INCHES NORTH OF AN EAST-WEST FENCE LINE AND
 EM0696'3.5 FEET EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 EM0696'PROJECTING 3 FEET.
 EM0696'
 EM0696'TO REACH THE STATION FROM THE MAIN INTERSECTION IN TEMPLE GO NORTH
 EM0696'ON STATE HIGHWAY 65 FOR 7 MILES TO THE JUNCTION OF STATE HIGHWAY
 EM0696'65 AND STATE HIGHWAY 53, TURN RIGHT, EAST ON STATE HIGHWAY 53
 EM0696'AND GO 5.95 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EM0696'EAST FOR 0.25 MILE TO A CROSSROAD, TURN LEFT, NORTH, AND GO
 EM0696'0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EM0696'
 EM0696'A 4 FOOT STAND AT TEMPLE IS VISIBLE AT 4 FEET.
 EM0696'
 EM0696'A 47 FOOT SIGNAL AT ADDINGTON IS VISIBLE AT 4 FEET.
 EM0696
 EM0696                          STATION RECOVERY (1963)
 EM0696
 EM0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0696'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EM0696'GOOD CONDITION.  THE STATION IS IN THE SE 1/4 OF SEC. 22,
 EM0696'T. 2 S., R. 9 W.
 EM0696'
 EM0696'STATION MARK IS 45.0 FEET NORTH FROM THE CENTER OF A DRIVEWAY
 EM0696'INTO FIELD ON EAST SIDE OF THE ROAD AND 27.0 FEET WEST FROM
 EM0696'THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD, 3.5 FEET
 EM0696'EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH
 EM0696'WITH GROUND SURFACE.
 EM0696'
 EM0696'R.M. NO. 1 IS 45 FEET NORTH FROM THE CENTER OF DRIVEWAY
 EM0696'INTO FIELD AND 28.0 FEET EAST FROM THE CENTER OF THE ROAD,
 EM0696'1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH
 EM0696'WITH GROUND SURFACE.
 EM0696'
 EM0696'R.M. NO. 2 IS 29.0 FEET WEST FROM THE CENTER OF THE ROAD AND
 EM0696'22 FEET NORTH FROM THE CENTER OF DRIVEWAY INTO FIELD ON EAST
 EM0696'SIDE OF ROAD, 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE
 EM0696'AND THE MARK IS LEVEL WITH GROUND SURFACE.
 EM0696'
 EM0696'AZIMUTH MARK IS 0.15 MILE WEST FROM THE FIRST CROSSROADS
 EM0696'SOUTH OF THE STATION, 49.5 FEET SOUTH FROM THE CENTER OF
 EM0696'STATE HIGHWAY 53 AND IN THE EAST-WEST FENCE LINE, ACROSS
 EM0696'THE HIGHWAY SOUTH AND ABOUT 4 FEET EAST OF THE EAST GATE
 EM0696'POST AT ENTRANCE INTO FIELD ON THE NORTH SIDE OF HIGHWAY.
 EM0696'THE MARK IS FLUSH WITH GROUND SURFACE.
 EM0696'
 EM0696'THE DESCRIPTION TO REACH FROM TEMPLE WAS NOT CHECKED.  TO
 EM0696'REACH FROM CORUM, GO WEST ON STATE HIGHWAY 53 FOR 1.0 MILE
 EM0696'TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.2 MILE TO TOP
 EM0696'OF GRADE, GATE INTO FIELD ON THE RIGHT AND STATION AS DESCRIBED.
 EM0696
 EM0696                          STATION RECOVERY (1987)
 EM0696
 EM0696'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0720 ***********************************************************************
 EM0720  DESIGNATION -  COTTON
 EM0720  PID         -  EM0720
 EM0720  STATE/COUNTY-  OK/COTTON
 EM0720  COUNTRY     -  US
 EM0720  USGS QUAD   -  COOKIETOWN (2018)
 EM0720
 EM0720                         *CURRENT SURVEY CONTROL
 EM0720  ______________________________________________________________________
 EM0720* NAD 83(1993) POSITION- 34 21 44.26223(N) 098 25 13.83380(W)   ADJUSTED
 EM0720* NAVD 88 ORTHO HEIGHT -   323.8   (meters)     1062.    (feet) VERTCON3
 EM0720  ______________________________________________________________________
 EM0720  GEOID HEIGHT    -        -25.777 (meters)                     GEOID18
 EM0720  LAPLACE CORR    -          6.45  (seconds)                    DEFLEC18
 EM0720  HORZ ORDER      -  THIRD
 EM0720
 EM0720.The horizontal coordinates were established by classical geodetic methods
 EM0720.and adjusted by the National Geodetic Survey in November 1994.
 EM0720
 EM0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0720
 EM0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0720.GEOID18 height accuracy estimate available here.
 EM0720
 EM0720.Click photographs - Photos may exist for this station.
 EM0720
 EM0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0720
 EM0720. The following values were computed from the NAD 83(1993) position.
 EM0720
 EM0720;                    North         East     Units Scale Factor Converg.
 EM0720;SPC OK S     -   114,216.204   561,319.337   MT  0.99994340   -0 14 19.3
 EM0720;SPC OK S     -   374,724.33  1,841,595.19   sFT  0.99994340   -0 14 19.3
 EM0720;UTM  14      - 3,802,479.822   553,286.772   MT  0.99963500   +0 19 37.5
 EM0720
 EM0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0720!SPC OK S     -   0.99995322  x   0.99994340  =   0.99989663
 EM0720!UTM  14      -   0.99995322  x   0.99963500  =   0.99958824
 EM0720
 EM0720:                Primary Azimuth Mark                     Grid Az
 EM0720:SPC OK S     -  COOKIE                                   198 56 52.5
 EM0720:UTM  14      -  COOKIE                                   198 22 55.7
 EM0720
 EM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5328602479(NAD 83)
 EM0720
 EM0720|---------------------------------------------------------------------|
 EM0720| PID    Reference Object                     Distance      Geod. Az  |
 EM0720|                                                           dddmmss.s |
 EM0720| CX7000 COTTON RM 1                           8.760 METERS 08348     |
 EM0720| CX6999 COTTON AZ MK                                       0914529.7 |
 EM0720| CX7001 COTTON RM 2                          30.306 METERS 18214     |
 EM0720| EM0721 COOKIE                              APPROX. 9.3 KM 1984233.2 |
 EM0720|---------------------------------------------------------------------|
 EM0720
 EM0720                          SUPERSEDED SURVEY CONTROL
 EM0720
 EM0720  NAD 83(1986)-  34 21 44.26544(N)    098 25 13.81934(W) AD(       ) 3
 EM0720  NAD 27      -  34 21 43.96000(N)    098 25 12.60900(W) AD(       ) 3
 EM0720  NGVD 29 (07/19/86)  323.7    (m)         1062.     (f) VERT ANG       
 EM0720
 EM0720.Superseded values are not recommended for survey control.
 EM0720
 EM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0720.See file dsdata.pdf to determine how the superseded data were derived.
 EM0720
 EM0720_MARKER: DS = TRIANGULATION STATION DISK
 EM0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0720_STAMPING: COTTON 1948
 EM0720_MARK LOGO: CGS
 EM0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0720+STABILITY: SURFACE MOTION
 EM0720
 EM0720  HISTORY     - Date     Condition        Report By
 EM0720  HISTORY     - 1948     MONUMENTED       CGS
 EM0720  HISTORY     - 1960     SEE DESCRIPTION  CGS
 EM0720  HISTORY     - 1961     MARK NOT FOUND   USGS
 EM0720  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0720  HISTORY     - 1971     GOOD             OKDH
 EM0720  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0720  HISTORY     - 19880927 GOOD             OKDOT
 EM0720
 EM0720                          STATION DESCRIPTION
 EM0720
 EM0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0720'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH OF LAWTON,
 EM0720'6.3 MILES WEST OF WALTERS, 1.2 MILES WEST OF THE JUNCTION OF
 EM0720'U.S. HIGHWAY NO. 277 AND STATE HIGHWAY NO. 5, 51 FEET NORTH
 EM0720'OF THE CENTER OF U.S. HIGHWAY NO. 277, 3.5 FEET SOUTHWEST
 EM0720'OF A WITNESS POST, AND 3.0 FEET SOUTH OF AN EAST-WEST FENCE
 EM0720'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED COTTON 1948.
 EM0720'
 EM0720'REFERENCE MARK NO. 1 IS DIRECTLY UNDER AN EAST-WEST FENCE LINE
 EM0720'AND IS 54.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 277.
 EM0720'IT PROJECTS 3 INCHES AND IS STAMPED COTTON NO 1 1948.
 EM0720'
 EM0720'REFERENCE MARK NO. 2 IS 48.5 FEET SOUTH OF THE CENTER OF
 EM0720'U.S. HIGHWAY NO. 277 AND 23.0 FEET EAST OF A T FENCE INTERSECTION.
 EM0720'IT PROJECTS 4 INCHES AND IS STAMPED COTTON NO 2 1948.
 EM0720'
 EM0720'AZIMUTH MARK IS 0.2 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 EM0720'NO. 277 AND STATE HIGHWAY NO. 5, 48.5 FEET SOUTH OF THE CENTER
 EM0720'OF U.S. HIGHWAY NO. 277, AND 0.5 FOOT NORTH OF AN EAST-WEST
 EM0720'FENCE LINE.  IT PROJECTS 7 INCHES AND IS STAMPED COTTON 1948.
 EM0720'
 EM0720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 277
 EM0720'AND STATE HIGHWAY NO. 7 IN THE SOUTHEAST EDGE OF LAWTON,
 EM0720'GO SOUTH ON U.S. HIGHWAY NO. 277 FOR 16.9 MILES TO THE JUNCTION
 EM0720'OF U.S. HIGHWAY NO. 277 AND STATE HIGHWAY NO. 5, TURN RIGHT AND
 EM0720'GO WEST ON U.S. HIGHWAY NO. 277 FOR 1.0 MILE TO THE TOP OF
 EM0720'A RAISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 EM0720'
 EM0720'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 EM0720'HIGHWAY NO. 277 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT
 EM0720'AS DESCRIBED.
 EM0720'
 EM0720'A 4 FOOT SIGNAL AT COOKIE IS VISIBLE AT 4 FEET.
 EM0720'
 EM0720'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE AT 4 FEET.
 EM0720
 EM0720                          STATION RECOVERY (1960)
 EM0720
 EM0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JOB)
 EM0720'SURFACE STATION IS DESTROYED.  EVEIDENTLY RESULT OF A ROAD
 EM0720'GRADER.  BASE OF SURFACE MARKER IS STILL IN PLACE.  R.M. 1
 EM0720'AND R.M. 2 ARE IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 EM0720
 EM0720                          STATION RECOVERY (1961)
 EM0720
 EM0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM0720'THIS STATION HAS BEEN DESTROYED.  TOP OF POST IS BROKEN
 EM0720'OFF AND LYING ON THE GROUND.
 EM0720
 EM0720                          STATION RECOVERY (1963)
 EM0720
 EM0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0720'SURFACE STATION MARK HAS BEEN DESTROYED, THE CONCRETE BLOCK
 EM0720'WAS FOUND BROKEN OFF ABOUT LEVEL WITH GROUND SURFACE LEAVING
 EM0720'PART OF HOLE OF STEM OF DISK, THE UNDERGROUND MARK WAS NOT
 EM0720'UNCOVERED.  REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EM0720'AZIMUTH MARK HAS BEEN DESTROYED, BRIDGE OVER STATE HIGHWAY 5
 EM0720'AND INTERCHANGE ON INTERSTATE HIGHWAY BETWEEN LAWTON AND
 EM0720'WICHITA FALLS, TEXAS IS BEING BUILT BETWEEN STATION ORIGINAL
 EM0720'LOCATION OF AZIMUTH MARK.  THE STATION IS IN THE SE 1/4 OF
 EM0720'SEC. 24, T. 2 S., R. 12 W.
 EM0720'
 EM0720'STATION IS 50.0 FEET NORTH FROM CENTER OF HIGHWAY AND 49.0
 EM0720'FEET EAST FROM THE CENTER OF A ROAD INTO STATE HIGHWAY SAND
 EM0720'AND GRAVEL YARD, 14 FEET EAST OF A CORNER FENCE POST AND 4
 EM0720'FEET SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE LINE.
 EM0720'
 EM0720'R.M. NO. 1 IS 53.5 FEET NORTH FROM THE CENTER OF THE HIGHWAY
 EM0720'AND 6 INCHES SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE LINE.
 EM0720'THE MARK PROJECTS 2 INCHES.
 EM0720'
 EM0720'R.M. NO. 2 IS 50.0 FEET SOUTH FROM THE CENTER OF THE HIGHWAY,
 EM0720'IN THE EAST-WEST FENCE LINE AND 27.0 FEET EAST OF A CORNER
 EM0720'FENCE POST.  THE MARK IS FLUSH WITH GROUND SURFACE.
 EM0720'
 EM0720'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0720
 EM0720                          STATION RECOVERY (1971)
 EM0720
 EM0720'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0720'COTTON 1948 RECOVERED IN GOOD CONDITION.
 EM0720'
 EM0720'COTTON AZIMUTH 1948 AZIMUTH MARK DESTROYED.
 EM0720'
 EM0720'COTTON R.M. NO. 1 1948 RECOVERED IN GOOD CONDITION.
 EM0720'
 EM0720'COTTON R.M. NO. 2 1948 RECOVERED IN GOOD CONDITION.
 EM0720
 EM0720                          STATION RECOVERY (1987)
 EM0720
 EM0720'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0720'MARK NOT FOUND.
 EM0720
 EM0720                          STATION RECOVERY (1988)
 EM0720
 EM0720'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (LGW)
 EM0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0881 ***********************************************************************
 GH0881  DESIGNATION -  COULTER
 GH0881  PID         -  GH0881
 GH0881  STATE/COUNTY-  OK/GRANT
 GH0881  COUNTRY     -  US
 GH0881  USGS QUAD   -  WAKITA (2018)
 GH0881
 GH0881                         *CURRENT SURVEY CONTROL
 GH0881  ______________________________________________________________________
 GH0881* NAD 83(1997) POSITION- 36 55 36.44586(N) 097 53 18.06068(W)   ADJUSTED
 GH0881* NAVD 88 ORTHO HEIGHT -   365.9   (meters)     1200.    (feet) VERTCON3
 GH0881  ______________________________________________________________________
 GH0881  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 GH0881  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 GH0881  HORZ ORDER      -  FIRST
 GH0881
 GH0881.The horizontal coordinates were established by classical geodetic methods
 GH0881.and adjusted by the National Geodetic Survey in October 1998.
 GH0881
 GH0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0881
 GH0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0881.GEOID18 height accuracy estimate available here.
 GH0881
 GH0881.Click photographs - Photos may exist for this station.
 GH0881
 GH0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0881
 GH0881. The following values were computed from the NAD 83(1997) position.
 GH0881
 GH0881;                    North         East     Units Scale Factor Converg.
 GH0881;SPC OK N     -   213,798.909   609,947.984   MT  1.00003314   +0 03 57.2
 GH0881;SPC OK N     -   701,438.59  2,001,137.68   sFT  1.00003314   +0 03 57.2
 GH0881;UTM  14      - 4,087,328.136   599,006.720   MT  0.99972076   +0 40 04.5
 GH0881
 GH0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0881!SPC OK N     -   0.99994699  x   1.00003314  =   0.99998013
 GH0881!UTM  14      -   0.99994699  x   0.99972076  =   0.99966777
 GH0881
 GH0881:                Primary Azimuth Mark                     Grid Az
 GH0881:SPC OK N     -  COULTER AZ MK                            084 29 34.8
 GH0881:UTM  14      -  COULTER AZ MK                            083 53 27.5
 GH0881
 GH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9900687328(NAD 83)
 GH0881
 GH0881|---------------------------------------------------------------------|
 GH0881| PID    Reference Object                     Distance      Geod. Az  |
 GH0881|                                                           dddmmss.s |
 GH0881| CL4969 COULTER AZ MK                                      0843332.0 |
 GH0881| GH0880 COULTER RM A                         25.820 METERS 10128     |
 GH0881| CL4970 COULTER RM 1                         17.105 METERS 19908     |
 GH0881| CL4971 COULTER RM 2                         14.141 METERS 33707     |
 GH0881| HF1407 ATT MICROWAVE SSW BLUFF CITY        APPROX.12.9 KM 3562459.1 |
 GH0881|---------------------------------------------------------------------|
 GH0881
 GH0881                          SUPERSEDED SURVEY CONTROL
 GH0881
 GH0881  NAD 83(1993)-  36 55 36.44791(N)    097 53 18.06307(W) AD(       ) 1
 GH0881  NAD 83(1986)-  36 55 36.45261(N)    097 53 18.05319(W) AD(       ) 1
 GH0881  NAD 27      -  36 55 36.36104(N)    097 53 16.84361(W) AD(       ) 1
 GH0881  NGVD 29 (07/19/86)  365.8    (m)         1200.     (f) VERT ANG       
 GH0881
 GH0881.Superseded values are not recommended for survey control.
 GH0881
 GH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0881.See file dsdata.pdf to determine how the superseded data were derived.
 GH0881
 GH0881_MARKER: DS = TRIANGULATION STATION DISK
 GH0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0881_STAMPING: COULTER 1968
 GH0881_MARK LOGO: CGS
 GH0881_PROJECTION: FLUSH
 GH0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0881+STABILITY: SURFACE MOTION
 GH0881
 GH0881  HISTORY     - Date     Condition        Report By
 GH0881  HISTORY     - 1968     MONUMENTED       CGS
 GH0881
 GH0881                          STATION DESCRIPTION
 GH0881
 GH0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0881'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WAKITA, 9-1/2
 GH0881'MILES SOUTHEAST OF MANCHESTER, 12 MILES NORTHWEST OF MEDFORD,
 GH0881'IN THE NORTHWEST 1/4 OF SECTION 7.  T 28 N.  R 6 W AND ON PASTURE
 GH0881'LAND WHICH IS OWNED BY A MR. IVAN COULTER WHO LIVES ABOUT 1/2 MILE
 GH0881'SOUTHWEST OF THE STATION.
 GH0881'
 GH0881'STATION IS REACHED FROM THE POST OFFICE IN WAKITA.  GO EAST ON
 GH0881'THE MAIN STREET AND GRAVELED ROAD FOR 0.55 MILE TO A
 GH0881'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 3.0
 GH0881'MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 GH0881'FOR 1.0 MILE TO A CROSSROAD.  CONTINUE EAST ON THE GRAVELED ROAD
 GH0881'FOR 0.3 MILE TO STATION ON THE RIGHT.
 GH0881'
 GH0881'AZIMUTH MARK IS REACHED FROM THE STATION.  GO EAST ON THE
 GH0881'GRAVELED ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GH0881'NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT,
 GH0881'WEST SIDE OF THE ROAD, IN THE TOP OF A CONCRETE CULVERT HEADWALL.
 GH0881'
 GH0881'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED COULTER
 GH0881'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 GH0881'WITH THE SURFACE OF THE GROUND.  MARK IS 70-1/2 FEET SOUTH OF
 GH0881'THE APPROXIMATE CENTER OF AN EAST-WEST GRAVELED ROAD, 48.0
 GH0881'FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 47.8 FEET
 GH0881'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 GH0881'
 GH0881'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 GH0881'STAMPED COULTER NO 1 1968, SET IN THE TOP OF A ROUND CONCRETE
 GH0881'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 GH0881'IS 125 FEET SOUTH OF THE APPROXIMATE CENTER OF THE EAST-WEST
 GH0881'GRAVELED ROAD AND 0.8 FEET EAST OF A NORTH-SOUTH FENCELINE.
 GH0881'
 GH0881'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 GH0881'STAMPED COULTER NO 2 1968, SET IN THE TOP OF A ROUND CONCRETE
 GH0881'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 GH0881'IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 GH0881'2.8 FEET SOUTHWEST OF THE METAL WITNESS POST AND 1.6 FEET
 GH0881'SOUTHEAST OF THE FENCE CORNER.
 GH0881'
 GH0881'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED COULTER
 GH0881'1968, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE CULVERT
 GH0881'HEADWALL.  MARK IS 15 FEET WEST OF THE APPROXIMATE CENTER OF A
 GH0881'NORTH-SOUTH GRAVELED ROAD AND 0.7 FEET NORTH OF THE SOUTH END
 GH0881'OF THE HEADWALL.
 GH0881'
 GH0881'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0880 ***********************************************************************
 GH0880  DESIGNATION -  COULTER RM A
 GH0880  PID         -  GH0880
 GH0880  STATE/COUNTY-  OK/GRANT
 GH0880  COUNTRY     -  US
 GH0880  USGS QUAD   -  WAKITA (2018)
 GH0880
 GH0880                         *CURRENT SURVEY CONTROL
 GH0880  ______________________________________________________________________
 GH0880* NAD 83(1997) POSITION- 36 55 36.27940(N) 097 53 17.03821(W)   ADJUSTED
 GH0880* NAVD 88 ORTHO HEIGHT -   365.1   (meters)     1198.    (feet) VERTCON3
 GH0880  ______________________________________________________________________
 GH0880  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 GH0880  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 GH0880  HORZ ORDER      -  FIRST
 GH0880
 GH0880.The horizontal coordinates were established by classical geodetic methods
 GH0880.and adjusted by the National Geodetic Survey in October 1998.
 GH0880
 GH0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0880
 GH0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0880.GEOID18 height accuracy estimate available here.
 GH0880
 GH0880.Click photographs - Photos may exist for this station.
 GH0880
 GH0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0880
 GH0880. The following values were computed from the NAD 83(1997) position.
 GH0880
 GH0880;                    North         East     Units Scale Factor Converg.
 GH0880;SPC OK N     -   213,793.806   609,973.296   MT  1.00003313   +0 03 57.8
 GH0880;SPC OK N     -   701,421.85  2,001,220.72   sFT  1.00003313   +0 03 57.8
 GH0880;UTM  14      - 4,087,323.301   599,032.076   MT  0.99972082   +0 40 05.1
 GH0880
 GH0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0880!SPC OK N     -   0.99994712  x   1.00003313  =   0.99998024
 GH0880!UTM  14      -   0.99994712  x   0.99972082  =   0.99966795
 GH0880
 GH0880:                Primary Azimuth Mark                     Grid Az
 GH0880:SPC OK N     -  RED HILL                                 176 01 46.6
 GH0880:UTM  14      -  RED HILL                                 175 25 39.3
 GH0880
 GH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9903287323(NAD 83)
 GH0880
 GH0880|---------------------------------------------------------------------|
 GH0880| PID    Reference Object                     Distance      Geod. Az  |
 GH0880|                                                           dddmmss.s |
 GH0880| GH0872 RED HILL                            APPROX.15.0 KM 1760544.4 |
 GH0880| GH0881 COULTER                              25.820 METERS 28128     |
 GH0880| HF1407 ATT MICROWAVE SSW BLUFF CITY        APPROX.12.9 KM 3561821.9 |
 GH0880|---------------------------------------------------------------------|
 GH0880
 GH0880                          SUPERSEDED SURVEY CONTROL
 GH0880
 GH0880  NAD 83(1993)-  36 55 36.28145(N)    097 53 17.04060(W) AD(       ) 1
 GH0880  NAD 83(1986)-  36 55 36.28609(N)    097 53 17.03031(W) AD(       ) 1
 GH0880  NAD 27      -  36 55 36.19457(N)    097 53 15.82117(W) AD(       ) 1
 GH0880  NGVD 29 (07/19/86)  365.0    (m)         1198.     (f) VERT ANG       
 GH0880
 GH0880.Superseded values are not recommended for survey control.
 GH0880
 GH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0880.See file dsdata.pdf to determine how the superseded data were derived.
 GH0880
 GH0880_MARKER: DS = TRIANGULATION STATION DISK
 GH0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0880_STAMPING: COULTER RM A 1968
 GH0880_MARK LOGO: CGS
 GH0880_PROJECTION: RECESSED 3 CENTIMETERS
 GH0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0880+STABILITY: SURFACE MOTION
 GH0880
 GH0880  HISTORY     - Date     Condition        Report By
 GH0880  HISTORY     - 1968     MONUMENTED       CGS
 GH0880
 GH0880                          STATION DESCRIPTION
 GH0880
 GH0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0880'THE STATION IS IN THE SAME AREA AND ON THE SAME PROPERTY AS
 GH0880'TRIANGULATION STATION COULTER 1968.  IT IS ABOUT 9.5 MILES
 GH0880'SOUTHEAST OF MANCHESTER, 3.5 MILES NORTHEAST OF WAKITA, IN THE
 GH0880'NORTHWEST 1/4 SECTION 7, T 28 N, R 6 W, ON PROPERTY OWNED BY
 GH0880'MR. IVAN COULTER.
 GH0880'
 GH0880'THE STATION MARK IS A STANDARD DISK STAMPED COULTER RM A 1968,
 GH0880'SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF
 GH0880'THE GROUND.  IT IS 115.5 FEET SOUTHEAST OF A WITNESS POST IN
 GH0880'FENCE CORNER, 102 FEET EAST OF A NORTH-SOUTH FENCE, 92 FEET
 GH0880'SOUTH OF THE CENTER OF A GRADED ROAD AND 61.5 FEET SOUTH OF AN
 GH0880'EAST-WEST FENCE.
 GH0880'
 GH0880'A TRAVERSE CONNECTION WAS MADE TO COULTER 1968, A DISTANCE
 GH0880'BEING 25.820 METERS OR 84.71 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0732 ***********************************************************************
 GH0732  DESIGNATION -  COVER
 GH0732  PID         -  GH0732
 GH0732  STATE/COUNTY-  OK/LOGAN
 GH0732  COUNTRY     -  US
 GH0732  USGS QUAD   -  MULHALL (2018)
 GH0732
 GH0732                         *CURRENT SURVEY CONTROL
 GH0732  ______________________________________________________________________
 GH0732* NAD 83(1993) POSITION- 36 04 21.76879(N) 097 27 54.25002(W)   ADJUSTED
 GH0732* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 GH0732  ______________________________________________________________________
 GH0732  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 GH0732  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 GH0732  HORZ ORDER      -  SECOND
 GH0732
 GH0732.The horizontal coordinates were established by classical geodetic methods
 GH0732.and adjusted by the National Geodetic Survey in November 1994.
 GH0732
 GH0732.The orthometric height was scaled from a topographic map.
 GH0732
 GH0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0732.GEOID18 height accuracy estimate available here.
 GH0732
 GH0732.Click photographs - Photos may exist for this station.
 GH0732
 GH0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0732
 GH0732. The following values were computed from the NAD 83(1993) position.
 GH0732
 GH0732;                    North         East     Units Scale Factor Converg.
 GH0732;SPC OK N     -   119,153.172   648,184.187   MT  0.99994677   +0 18 56.5
 GH0732;SPC OK N     -   390,921.70  2,126,584.29   sFT  0.99994677   +0 18 56.5
 GH0732;UTM  14      - 3,993,103.774   638,217.649   MT  0.99983540   +0 54 14.1
 GH0732
 GH0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0732!SPC OK N     -   0.99995179  x   0.99994677  =   0.99989856
 GH0732!UTM  14      -   0.99995179  x   0.99983540  =   0.99978720
 GH0732
 GH0732:                Primary Azimuth Mark                     Grid Az
 GH0732:SPC OK N     -  COVER AZ MK                              092 44 24.5
 GH0732:UTM  14      -  COVER AZ MK                              092 09 06.9
 GH0732
 GH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3821793103(NAD 83)
 GH0732
 GH0732|---------------------------------------------------------------------|
 GH0732| PID    Reference Object                     Distance      Geod. Az  |
 GH0732|                                                           dddmmss.s |
 GH0732| CL4975 COVER AZ MK                                        0930321.0 |
 GH0732| CL4976 COVER RM 1                           23.346 METERS 09518     |
 GH0732| GH0730 MULHALL MUNICIPAL TANK              APPROX. 5.5 KM 0972739.2 |
 GH0732| GH0783 MARSHALL FARMERS COOP ELEV          APPROX.17.1 KM 3012651.1 |
 GH0732| CL4977 COVER RM 2                           22.062 METERS 34929     |
 GH0732|---------------------------------------------------------------------|
 GH0732
 GH0732                          SUPERSEDED SURVEY CONTROL
 GH0732
 GH0732  NAD 83(1986)-  36 04 21.77587(N)    097 27 54.23657(W) AD(       ) 2
 GH0732  NAD 27      -  36 04 21.62109(N)    097 27 53.06957(W) AD(       ) 2
 GH0732
 GH0732.Superseded values are not recommended for survey control.
 GH0732
 GH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0732.See file dsdata.pdf to determine how the superseded data were derived.
 GH0732
 GH0732_MARKER: DS = TRIANGULATION STATION DISK
 GH0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0732_STAMPING: COVER 1954
 GH0732_MARK LOGO: CGS
 GH0732_PROJECTION: FLUSH
 GH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0732+STABILITY: SURFACE MOTION
 GH0732
 GH0732  HISTORY     - Date     Condition        Report By
 GH0732  HISTORY     - 1954     MONUMENTED       CGS
 GH0732
 GH0732                          STATION DESCRIPTION
 GH0732
 GH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0732'THE STATION IS IN THE SE 1/4 OF SEC. 36, T19N., R3W, ON
 GH0732'THE NORTH SIDE OF AN EAST-WEST SECTION LINE ROAD AND ON
 GH0732'THE LAND OWNED BY MR. HARVEY COVER.  IT IS 0.5 MILE NORTH
 GH0732'AND 3.25 MILES WEST OF MULHALL.
 GH0732'
 GH0732'TO REACH FROM MULHALL POST OFFICE GO WEST FOR 0.05 MILE TO U.S.
 GH0732'HIGHWAY 77, TURN RIGHT AND GO NORTH ON HIGHWAY FOR 0.5 MILE
 GH0732'TO CROSSROAD, TURN LEFT, CROSSING RAILROAD TRACKS AND GO WEST ON
 GH0732'GRAVEL ROAD FOR 2.95 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GH0732'CONTINUE WEST ON ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 GH0732'
 GH0732'THE STATION MARK IS 38 FEET NORTH OF CENTER LINE OF ROAD, 15
 GH0732'FEET NORTHEAST OF A TELEPHONE POLE WHICH IS APPROXIMATELY
 GH0732'3 FEET SOUTHWEST OF A T-CORNER POST, 12.5 FEET EAST OF A WITNESS
 GH0732'POST, 8 FEET NORTH OF FENCE LINE.  THE DISK IS STAMPED COVER
 GH0732'1954 AND IS LEVEL WITH THE GROUND SURFACE.
 GH0732'
 GH0732'REFERENCE MARK NO. 1, EAST OF STATION, 1 FOOT NORTH OF FENCE LINE
 GH0732'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED COVER NO 1 1954.
 GH0732'
 GH0732'REFERENCE MARK NO. 2, NORTH-NORTHWEST OF STATION, 1 FOOT
 GH0732'EAST OF FENCE LINE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 GH0732'COVER NO 2 1954.
 GH0732'
 GH0732'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILE, EAST, IS 36 FEET
 GH0732'SOUTH OF CENTER LINE OF ROAD, 6 FEET SOUTH OF FENCE LINE, 2.5
 GH0732'FEET SOUTHWEST OF WITNESS POST, 1 FOOT WEST OF A POWER LINE
 GH0732'POLE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED COVER 1954.
 GH0732'
 GH0732'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0764 ***********************************************************************
 GH0764  DESIGNATION -  COVINGTON MUNICIPAL TANK
 GH0764  PID         -  GH0764
 GH0764  STATE/COUNTY-  OK/GARFIELD
 GH0764  COUNTRY     -  US
 GH0764  USGS QUAD   -  COVINGTON (2018)
 GH0764
 GH0764                         *CURRENT SURVEY CONTROL
 GH0764  ______________________________________________________________________
 GH0764* NAD 83(1993) POSITION- 36 18 32.91102(N) 097 34 58.60614(W)   ADJUSTED
 GH0764  ______________________________________________________________________
 GH0764  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GH0764  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 GH0764  HORZ ORDER      -  THIRD
 GH0764
 GH0764.The horizontal coordinates were established by classical geodetic methods
 GH0764.and adjusted by the National Geodetic Survey in November 1994.
 GH0764
 GH0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0764.GEOID18 height accuracy estimate available here.
 GH0764
 GH0764.Click photographs - Photos may exist for this station.
 GH0764
 GH0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0764
 GH0764. The following values were computed from the NAD 83(1993) position.
 GH0764
 GH0764;                    North         East     Units Scale Factor Converg.
 GH0764;SPC OK N     -   145,334.158   637,453.759   MT  0.99994846   +0 14 46.0
 GH0764;SPC OK N     -   476,817.15  2,091,379.54   sFT  0.99994846   +0 14 46.0
 GH0764;UTM  14      - 4,019,169.374   627,219.285   MT  0.99979941   +0 50 21.2
 GH0764
 GH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2721919169(NAD 83)
 GH0764
 GH0764                          SUPERSEDED SURVEY CONTROL
 GH0764
 GH0764  NAD 83(1986)-  36 18 32.91876(N)    097 34 58.59396(W) AD(       ) 3
 GH0764  NAD 27      -  36 18 32.79297(N)    097 34 57.41569(W) AD(       ) 3
 GH0764
 GH0764.Superseded values are not recommended for survey control.
 GH0764
 GH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0764.See file dsdata.pdf to determine how the superseded data were derived.
 GH0764
 GH0764_MARKER: 53 = ELEVATED TANK
 GH0764
 GH0764  HISTORY     - Date     Condition        Report By
 GH0764  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0764
 GH0764                          STATION DESCRIPTION
 GH0764
 GH0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0764'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH,
 GH0764'ELEVATED TANK, LOCATED IN THE NORTHEAST PART OF COVINGTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0808 ***********************************************************************
 GG0808  DESIGNATION -  COWARDIN
 GG0808  PID         -  GG0808
 GG0808  STATE/COUNTY-  OK/ROGERS
 GG0808  COUNTRY     -  US
 GG0808  USGS QUAD   -  FOYIL (2019)
 GG0808
 GG0808                         *CURRENT SURVEY CONTROL
 GG0808  ______________________________________________________________________
 GG0808* NAD 83(1993) POSITION- 36 23 04.18014(N) 095 33 44.27697(W)   ADJUSTED
 GG0808* NAVD 88 ORTHO HEIGHT -   240.3   (meters)      788.    (feet) VERTCON3
 GG0808  ______________________________________________________________________
 GG0808  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 GG0808  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 GG0808  HORZ ORDER      -  SECOND
 GG0808
 GG0808.The horizontal coordinates were established by classical geodetic methods
 GG0808.and adjusted by the National Geodetic Survey in November 1994.
 GG0808
 GG0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0808
 GG0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0808.GEOID18 height accuracy estimate available here.
 GG0808
 GG0808.Click photographs - Photos may exist for this station.
 GG0808
 GG0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0808
 GG0808. The following values were computed from the NAD 83(1993) position.
 GG0808
 GG0808;                    North         East     Units Scale Factor Converg.
 GG0808;SPC OK N     -   156,360.403   818,686.875   MT  0.99995256   +1 26 19.0
 GG0808;SPC OK N     -   512,992.42  2,685,975.19   sFT  0.99995256   +1 26 19.0
 GG0808;UTM  15      - 4,029,645.566   270,169.379   MT  1.00025086   -1 31 14.2
 GG0808
 GG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0808!SPC OK N     -   0.99996687  x   0.99995256  =   0.99991943
 GG0808!UTM  15      -   0.99996687  x   1.00025086  =   1.00021772
 GG0808
 GG0808:                Primary Azimuth Mark                     Grid Az
 GG0808:SPC OK N     -  PILANT                                   146 38 37.2
 GG0808:UTM  15      -  PILANT                                   149 36 10.4
 GG0808
 GG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7016929645(NAD 83)
 GG0808
 GG0808|---------------------------------------------------------------------|
 GG0808| PID    Reference Object                     Distance      Geod. Az  |
 GG0808|                                                           dddmmss.s |
 GG0808| CI0665 COWARDIN RM 1                        13.122 METERS 08708     |
 GG0808| GG0814 PILANT                              APPROX. 7.3 KM 1480456.2 |
 GG0808| CI0666 COWARDIN RM 2                        15.547 METERS 17442     |
 GG0808|---------------------------------------------------------------------|
 GG0808
 GG0808                          SUPERSEDED SURVEY CONTROL
 GG0808
 GG0808  NAD 83(1986)-  36 23 04.20466(N)    095 33 44.25998(W) AD(       ) 2
 GG0808  NAD 27      -  36 23 03.86279(N)    095 33 43.33846(W) AD(       ) 2
 GG0808  NGVD 29 (07/19/86)  240.2    (m)          788.     (f) VERT ANG       
 GG0808
 GG0808.Superseded values are not recommended for survey control.
 GG0808
 GG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0808.See file dsdata.pdf to determine how the superseded data were derived.
 GG0808
 GG0808_MARKER: DD = SURVEY DISK
 GG0808_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0808+WITH SETTING: INFORMATION.
 GG0808_STAMPING: ET COWARDIN 1968
 GG0808_MARK LOGO: USGS
 GG0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0808
 GG0808  HISTORY     - Date     Condition        Report By
 GG0808  HISTORY     - 1968     MONUMENTED       USGS
 GG0808  HISTORY     - 19971024 MARK NOT FOUND   OKDOT
 GG0808
 GG0808                          STATION DESCRIPTION
 GG0808
 GG0808'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0808'THE STATION IS LOCATED APPROX. 5.0 MI N. AND 3.0 MI E. OF
 GG0808'CLAREMORE, T. 22 N., R. 16 E., NEAR THE S. SIXTEENTH CORNER
 GG0808'BETWEEN SECS. 13 AND 14, ON THE PROPERTY OF LAND OWNED BY
 GG0808'MR. J. C. COWARDIN, IN CLEARED FIELD ON N. SIDE OF THE RD.
 GG0808'DIRECTLY ACROSS RD. FROM HOME OF MR. J. C. COWARDIN WHICH IS ON
 GG0808'THE S. SIDE OF RD.
 GG0808'
 GG0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 AND
 GG0808'WILL ROGERS AVE. IN CLAREMORE, GO NORTHEASTWARD ALONG HWY. 66
 GG0808'FOR 6.1 MI TO A T-RD. W., TURN LEFT (W.) CROSS RR. TRACKS AND
 GG0808'GO 0.4 MI ALONG COUNTY RD. TO A WYE RD. SE., TAKE THE LEFT (W.)
 GG0808'FORK AND GO 0.1 MI TO TOP OF HILL AND STATION INSIDE OF FENCE
 GG0808'ON THE RIGHT (N.) SIDE OF THE RD.
 GG0808'
 GG0808'THE STATION MARK IS 71 FT N. OF CENTER OF RD., 52 FT N. OF
 GG0808'E.-W. FENCE, 44 FT W. OF N.-S. FENCE, 71 FT N. AND 11 FT E. OF
 GG0808'CENTER OF RD. OPPOSITE HOUSE, 52 FT N. OF STANDARD USGS WITNESS
 GG0808'POST.  STAMPED ET COWARDIN 1968.
 GG0808'
 GG0808'REFERENCE MARK NO. 1 IS E. OF THE STATION, 75 FT N. OF CENTER
 GG0808'OF RD., 49 FT N. OF E.-W. FENCE, 1 FT W. OF N.-S. FENCE, 75 FT
 GG0808'N. AND 55 FT E. OF THE CENTER OF RD. OPPOSITE HOUSE, STAMPED
 GG0808'COWARDIN NO 1 1968.
 GG0808'
 GG0808'REFERENCE MARK NO. 2 IS S. OF THE STATION, 21 FT N. OF CENTER
 GG0808'OF RD., 1 FT N. OF E.-W. FENCE, 40 FT W. OF N.-S. FENCE, 21 FT
 GG0808'N. AND 10 FT E. OF THE CENTER OF THE RD. OPPOSITE HOUSE, 1 FT N. OF
 GG0808'STANDARD USGS WITNESS POST.  STAMPED COWARDIN NO 2 1968.
 GG0808'
 GG0808'AZIMUTH MARK--NONE SET.
 GG0808'
 GG0808'REFERENCE AZIMUTH--NONE VISIBLE FROM GROUND.
 GG0808'
 GG0808'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 GG0808'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILE,
 GG0808'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0808
 GG0808                          STATION RECOVERY (1997)
 GG0808
 GG0808'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (AJ)
 GG0808'UNDER TRAILER HOUSE - NOT ACCESSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0640 ***********************************************************************
 FK0640  CBN         -  This is a Cooperative Base Network Control Station.
 FK0640  DESIGNATION -  COWDEN
 FK0640  PID         -  FK0640
 FK0640  STATE/COUNTY-  OK/WASHITA
 FK0640  COUNTRY     -  US
 FK0640  USGS QUAD   -  COLONY (2018)
 FK0640
 FK0640                         *CURRENT SURVEY CONTROL
 FK0640  ______________________________________________________________________
 FK0640* NAD 83(2011) POSITION- 35 17 25.90679(N) 098 42 44.04793(W)   ADJUSTED
 FK0640* NAD 83(2011) ELLIP HT-   460.916 (meters)        (06/27/12)   ADJUSTED
 FK0640* NAD 83(2011) EPOCH   -  2010.00
 FK0640* NAVD 88 ORTHO HEIGHT -   487.7   (meters)     1600.    (feet) GPS OBS
 FK0640  ______________________________________________________________________
 FK0640  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FK0640  GEOID HEIGHT    -        -26.780 (meters)                     GEOID96
 FK0640  GEOID HEIGHT    -        -26.816 (meters)                     GEOID18
 FK0640  NAD 83(2011) X  -   -789,509.237 (meters)                     COMP
 FK0640  NAD 83(2011) Y  - -5,152,107.300 (meters)                     COMP
 FK0640  NAD 83(2011) Z  -  3,664,489.360 (meters)                     COMP
 FK0640  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 FK0640
 FK0640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0640  Standards:
 FK0640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0640  -------------------------------------------------------------------
 FK0640  NETWORK    1.76   3.68           0.77   0.66   1.88      0.07525022
 FK0640  -------------------------------------------------------------------
 FK0640  Click here for local accuracies and other accuracy information.
 FK0640
 FK0640.The horizontal coordinates were established by GPS observations
 FK0640.and adjusted by the National Geodetic Survey in June 2012.
 FK0640
 FK0640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0640.been affixed to the stable North American tectonic plate. See 
 FK0640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0640
 FK0640.The horizontal coordinates are valid at the epoch date displayed above
 FK0640.which is a decimal equivalence of Year/Month/Day.
 FK0640
 FK0640.The orthometric height was determined by GPS observations and a
 FK0640.high-resolution geoid model.
 FK0640
 FK0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0640.GEOID18 height accuracy estimate available here.
 FK0640
 FK0640.Click photographs - Photos may exist for this station.
 FK0640
 FK0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0640
 FK0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0640
 FK0640.The ellipsoidal height was determined by GPS observations
 FK0640.and is referenced to NAD 83.
 FK0640
 FK0640. The following values were computed from the NAD 83(2011) position.
 FK0640
 FK0640;                    North         East     Units Scale Factor Converg.
 FK0640;SPC OK S     -   217,335.593   535,211.743   MT  1.00001180   -0 24 15.4
 FK0640;SPC OK S     -   713,041.86  1,755,940.53   sFT  1.00001180   -0 24 15.4
 FK0640;UTM  14      - 3,905,300.434   526,165.869   MT  0.99960844   +0 09 58.5
 FK0640
 FK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0640!SPC OK S     -   0.99992766  x   1.00001180  =   0.99993946
 FK0640!UTM  14      -   0.99992766  x   0.99960844  =   0.99953613
 FK0640
 FK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2616505300(NAD 83)
 FK0640
 FK0640                          SUPERSEDED SURVEY CONTROL
 FK0640
 FK0640  NAD 83(2007)-  35 17 25.90677(N)    098 42 44.04858(W) AD(2002.00) 0
 FK0640  ELLIP H (02/10/07)  460.936  (m)                       GP(2002.00)    
 FK0640  ELLIP H (04/16/01)  460.943  (m)                       GP(       ) 4 2
 FK0640  NAD 83(1993)-  35 17 25.90670(N)    098 42 44.04830(W) AD(       ) B
 FK0640  ELLIP H (05/09/94)  460.980  (m)                       GP(       ) 4 2
 FK0640  NAVD 88 (01/13/95)  487.7    (m)  UNKNOWN  model used  GPS OBS        
 FK0640  NAVD 88 (05/09/94)  487.7    (m)  GEOID93  model used  GPS OBS        
 FK0640
 FK0640.Superseded values are not recommended for survey control.
 FK0640
 FK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0640.See file dsdata.pdf to determine how the superseded data were derived.
 FK0640
 FK0640_MARKER: I = METAL ROD
 FK0640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0640_STAMPING: COWDEN 1993
 FK0640_MARK LOGO: NGS
 FK0640_PROJECTION: RECESSED 1 CENTIMETERS
 FK0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0640+SATELLITE: SATELLITE OBSERVATIONS - 1993
 FK0640_ROD/PIPE-DEPTH: 3.7 meters
 FK0640
 FK0640  HISTORY     - Date     Condition        Report By
 FK0640  HISTORY     - 1993     MONUMENTED       NGS
 FK0640
 FK0640                          STATION DESCRIPTION
 FK0640
 FK0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FK0640'STATION IS LOCATED ABOUT 21.5 KM (13.35 MI) EAST OF CORDELL, 8 KM
 FK0640'(4.95 MI) WEST OF THE WASHITA-CADDO COUNTY LINE, AT COWDEN JUNCTION,
 FK0640'IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 115 AND 152,
 FK0640'ACROSS THE HIGHWAY FROM A STATE MAINTAINANCE YARD, ALONG THE
 FK0640'NORTHWEST-SOUTHEAST RIGHT-OF-WAY FENCE, IN THE NORTHEAST CORNER OF
 FK0640'SECTION 6, T 9 N, R 14 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FK0640'TRANSPORTATION.
 FK0640'TO REACH FROM THE JUNCTION OF HIGHWAYS 115 AND 152, GO WEST ON HIGHWAY
 FK0640'152 FOR 44 M (144.4 FT) TO THE STATION ON THE LEFT.
 FK0640'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FK0640'2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH LOGO
 FK0640'CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS 36.7 M
 FK0640'(120.4 FT) SOUTH FROM, AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF
 FK0640'HIGHWAY 152, 43.8 M (143.7 FT) WEST FROM THE SOUTH END OF A PAVED
 FK0640'TRAFFIC ISLAND IN THE MIDDLE OF HIGHWAY 115, 25.6 M (84.0 FT)
 FK0640'NORTHWEST FROM A FENCE CORNER AT A POWERLINE POLE, 30.2 M (99.1 FT)
 FK0640'SOUTHEAST FROM A FENCE CORNER POST, 0.8 M (2.6 FT) NORTHEAST FROM A
 FK0640'FIBERGLASS WITNESS POST IN THE PASTURE FENCE, 1.0 M (3.3 FT)
 FK0640'SOUTHWEST OF A STEEL WITNESS POST, 1.2 M (3.9 FT) NORTHWEST OF A STEEL
 FK0640'WITNESS POST, AND 1.1 M (3.6 FT) SOUTHEAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0718 ***********************************************************************
 FH0718  DESIGNATION -  COWETA
 FH0718  PID         -  FH0718
 FH0718  STATE/COUNTY-  OK/WAGONER
 FH0718  COUNTRY     -  US
 FH0718  USGS QUAD   -  COWETA (2018)
 FH0718
 FH0718                         *CURRENT SURVEY CONTROL
 FH0718  ______________________________________________________________________
 FH0718* NAD 83(2011) POSITION- 35 57 07.53713(N) 095 39 04.98001(W)   ADJUSTED
 FH0718* NAD 83(2011) ELLIP HT-   170.073 (meters)        (07/03/23)   ADJUSTED
 FH0718* NAD 83(2011) EPOCH   -  2010.00
 FH0718* NAVD 88 ORTHO HEIGHT -   199.364 (meters)      654.08  (feet) ADJUSTED
 FH0718  ______________________________________________________________________
 FH0718  GEOID HEIGHT    -        -29.260 (meters)                     GEOID18
 FH0718  NAD 83(2011) X  -   -509,044.799 (meters)                     COMP
 FH0718  NAD 83(2011) Y  - -5,144,133.845 (meters)                     COMP
 FH0718  NAD 83(2011) Z  -  3,723,989.795 (meters)                     COMP
 FH0718  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 FH0718  DYNAMIC HEIGHT  -        199.186 (meters)      653.50  (feet) COMP
 FH0718  MODELED GRAVITY -    979,738.1   (mgal)                       NAVD 88
 FH0718
 FH0718  VERT ORDER      -  SECOND    CLASS 0
 FH0718
 FH0718  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0718  Standards:
 FH0718         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0718            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0718  -------------------------------------------------------------------
 FH0718  NETWORK    1.11   2.10           0.46   0.45   1.07      0.06682331
 FH0718  -------------------------------------------------------------------
 FH0718  Click here for local accuracies and other accuracy information.
 FH0718
 FH0718.The horizontal coordinates were established by GPS observations
 FH0718.and adjusted by the OK DEPT OF TRANSP in July 2023.
 FH0718
 FH0718.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0718.been affixed to the stable North American tectonic plate. See 
 FH0718.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0718
 FH0718.The horizontal coordinates are valid at the epoch date displayed above
 FH0718.which is a decimal equivalence of Year/Month/Day.
 FH0718
 FH0718.The orthometric height was determined by differential leveling and
 FH0718.adjusted by the NATIONAL GEODETIC SURVEY
 FH0718.in June 1991.
 FH0718
 FH0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0718.GEOID18 height accuracy estimate available here.
 FH0718
 FH0718.Click photographs - Photos may exist for this station.
 FH0718
 FH0718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0718
 FH0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0718
 FH0718.The ellipsoidal height was determined by GPS observations
 FH0718.and is referenced to NAD 83.
 FH0718
 FH0718.The dynamic height is computed by dividing the NAVD 88
 FH0718.geopotential number by the normal gravity value computed on the
 FH0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0718.degrees latitude (g = 980.6199 gals.).
 FH0718
 FH0718.The modeled gravity was interpolated from observed gravity values.
 FH0718
 FH0718. The following values were computed from the NAD 83(2011) position.
 FH0718
 FH0718;                    North         East     Units Scale Factor Converg.
 FH0718;SPC OK N     -   108,199.836   811,857.197   MT  0.99995243   +1 23 09.7
 FH0718;SPC OK N     -   354,985.63  2,663,568.15   sFT  0.99995243   +1 23 09.7
 FH0718;UTM  15      - 3,981,884.788   260,865.944   MT  1.00030469   -1 33 26.6
 FH0718
 FH0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0718!SPC OK N     -   0.99997331  x   0.99995243  =   0.99992574
 FH0718!UTM  15      -   0.99997331  x   1.00030469  =   1.00027799
 FH0718
 FH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6086581884(NAD 83)
 FH0718
 FH0718                          SUPERSEDED SURVEY CONTROL
 FH0718
 FH0718  NGVD 29 (??/??/92)  199.248  (m)          653.70   (f) ADJ UNCH    2 0
 FH0718
 FH0718.Superseded values are not recommended for survey control.
 FH0718
 FH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0718.See file dsdata.pdf to determine how the superseded data were derived.
 FH0718
 FH0718_MARKER: DB = BENCH MARK DISK
 FH0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0718_SP_SET: CONCRETE FOOTING
 FH0718_STAMPING: COWETA 1934
 FH0718_MARK LOGO: CGS
 FH0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0718
 FH0718  HISTORY     - Date     Condition        Report By
 FH0718  HISTORY     - 1934     MONUMENTED       CGS
 FH0718  HISTORY     - 1962     GOOD             USGS
 FH0718  HISTORY     - 1989     GOOD             USPSQD
 FH0718  HISTORY     - 20021231 GOOD             INDIV
 FH0718  HISTORY     - 20230315 GOOD             OKDOT
 FH0718
 FH0718                          STATION DESCRIPTION
 FH0718
 FH0718'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FH0718'AT COWETA.
 FH0718'AT COWETA, WAGONER COUNTY, NEAR THE INTERSECTION OF NORTH
 FH0718'BROADWAY AND CHESTNUT STREETS, 255 FEET WEST OF THE CENTERLINE
 FH0718'OF NORTH BROADWAY STREET, AT THE SOUTHERN MOST CITY WATER TOWER,
 FH0718'AND IN THE SOUTH CORNER OF THE SOUTHWEST FOOTING.  A STANDARD
 FH0718'DISK, STAMPED COWETA 1934.
 FH0718
 FH0718                          STATION RECOVERY (1989)
 FH0718
 FH0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHS)
 FH0718'RECOVERED IN GOOD CONDITION.
 FH0718
 FH0718                          STATION RECOVERY (2002)
 FH0718
 FH0718'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MFL)
 FH0718'RECOVERED IN GOOD CONDITION.
 FH0718
 FH0718                          STATION RECOVERY (2023)
 FH0718
 FH0718'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0718'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1145 ***********************************************************************
 FH1145  DESIGNATION -  COWETA MUNICIPAL TANK
 FH1145  PID         -  FH1145
 FH1145  STATE/COUNTY-  OK/WAGONER
 FH1145  COUNTRY     -  US
 FH1145  USGS QUAD   -  COWETA (2018)
 FH1145
 FH1145                         *CURRENT SURVEY CONTROL
 FH1145  ______________________________________________________________________
 FH1145* NAD 83(1993) POSITION- 35 57 07.68789(N) 095 39 04.80983(W)   ADJUSTED
 FH1145  ______________________________________________________________________
 FH1145  GEOID HEIGHT    -        -29.260 (meters)                     GEOID18
 FH1145  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 FH1145  HORZ ORDER      -  THIRD
 FH1145
 FH1145.The horizontal coordinates were established by classical geodetic methods
 FH1145.and adjusted by the National Geodetic Survey in November 1994.
 FH1145
 FH1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1145.GEOID18 height accuracy estimate available here.
 FH1145
 FH1145.Click photographs - Photos may exist for this station.
 FH1145
 FH1145.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1145
 FH1145. The following values were computed from the NAD 83(1993) position.
 FH1145
 FH1145;                    North         East     Units Scale Factor Converg.
 FH1145;SPC OK N     -   108,204.584   811,861.348   MT  0.99995243   +1 23 09.8
 FH1145;SPC OK N     -   355,001.21  2,663,581.77   sFT  0.99995243   +1 23 09.8
 FH1145;UTM  15      - 3,981,889.319   260,870.334   MT  1.00030466   -1 33 26.5
 FH1145
 FH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6087081889(NAD 83)
 FH1145
 FH1145                          SUPERSEDED SURVEY CONTROL
 FH1145
 FH1145  NAD 83(1986)-  35 57 07.71195(N)    095 39 04.79511(W) AD(       ) 3
 FH1145  NAD 27      -  35 57 07.35000(N)    095 39 03.86000(W) AD(       ) 3
 FH1145
 FH1145.Superseded values are not recommended for survey control.
 FH1145
 FH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1145.See file dsdata.pdf to determine how the superseded data were derived.
 FH1145
 FH1145_MARKER: 51 = TANK
 FH1145
 FH1145  HISTORY     - Date     Condition        Report By
 FH1145  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1145
 FH1145                          STATION DESCRIPTION
 FH1145
 FH1145'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1022 ***********************************************************************
 EL1022  DESIGNATION -  COX
 EL1022  PID         -  EL1022
 EL1022  STATE/COUNTY-  OK/GRADY
 EL1022  COUNTRY     -  US
 EL1022  USGS QUAD   -  EAST ROARING CREEK (2018)
 EL1022
 EL1022                         *CURRENT SURVEY CONTROL
 EL1022  ______________________________________________________________________
 EL1022* NAD 83(1993) POSITION- 34 45 10.01558(N) 097 45 08.33409(W)   ADJUSTED
 EL1022* NAVD 88 ORTHO HEIGHT -   393.    (meters)     1289.    (feet) SCALED
 EL1022  ______________________________________________________________________
 EL1022  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 EL1022  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 EL1022  HORZ ORDER      -  THIRD
 EL1022
 EL1022.The horizontal coordinates were established by classical geodetic methods
 EL1022.and adjusted by the National Geodetic Survey in November 1994.
 EL1022
 EL1022.The orthometric height was scaled from a topographic map.
 EL1022
 EL1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1022.GEOID18 height accuracy estimate available here.
 EL1022
 EL1022.Click photographs - Photos may exist for this station.
 EL1022
 EL1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1022
 EL1022. The following values were computed from the NAD 83(1993) position.
 EL1022
 EL1022;                    North         East     Units Scale Factor Converg.
 EL1022;SPC OK S     -   157,478.473   622,677.124   MT  0.99994025   +0 08 26.1
 EL1022;SPC OK S     -   516,660.62  2,042,899.86   sFT  0.99994025   +0 08 26.1
 EL1022;UTM  14      - 3,846,336.948   614,197.871   MT  0.99976073   +0 42 40.7
 EL1022
 EL1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1022!SPC OK S     -   0.99994236  x   0.99994025  =   0.99988261
 EL1022!UTM  14      -   0.99994236  x   0.99976073  =   0.99970310
 EL1022
 EL1022:                Primary Azimuth Mark                     Grid Az
 EL1022:SPC OK S     -  OSARIA MARLOW 2                          244 58 26.6
 EL1022:UTM  14      -  OSARIA MARLOW 2                          244 24 12.0
 EL1022
 EL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1419746336(NAD 83)
 EL1022
 EL1022|---------------------------------------------------------------------|
 EL1022| PID    Reference Object                     Distance      Geod. Az  |
 EL1022|                                                           dddmmss.s |
 EL1022| DR5418 COX RM 1                              7.778 METERS 04511     |
 EL1022| EL1017 OSARIA MARLOW 2                     APPROX.15.3 KM 2450652.7 |
 EL1022| DR5420 COX AZ MK                                          3024152.2 |
 EL1022| DR5419 COX RM 2                              7.002 METERS 30639     |
 EL1022|---------------------------------------------------------------------|
 EL1022
 EL1022                          SUPERSEDED SURVEY CONTROL
 EL1022
 EL1022  NAD 83(1986)-  34 45 10.01991(N)    097 45 08.31806(W) AD(       ) 3
 EL1022  NAD 27      -  34 45 09.75798(N)    097 45 07.19236(W) AD(       ) 3
 EL1022
 EL1022.Superseded values are not recommended for survey control.
 EL1022
 EL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1022.See file dsdata.pdf to determine how the superseded data were derived.
 EL1022
 EL1022_MARKER: DS = TRIANGULATION STATION DISK
 EL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1022_STAMPING: COX 1957
 EL1022_MARK LOGO: CGS
 EL1022_PROJECTION: PROJECTING 13 CENTIMETERS
 EL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1022+STABILITY: SURFACE MOTION
 EL1022
 EL1022  HISTORY     - Date     Condition        Report By
 EL1022  HISTORY     - 1957     MONUMENTED       CGS
 EL1022  HISTORY     - 1976     GOOD             DMA
 EL1022
 EL1022                          STATION DESCRIPTION
 EL1022
 EL1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1022'STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF COX CITY, AT THE
 EL1022'EDGE OF A ROAD LEADING FROM COX CITY TO RUSH SPRINGS, ON LAND OWNED
 EL1022'BY MR. J.E. BELL, IN THE NORTHWEST 1/4 OF SECTION 8, T 3 N, R 5 W.
 EL1022'
 EL1022'TO REACH FROM THE POST OFFICE AND STORE IN COX CITY, GO NORTHWEST
 EL1022'PAST SCHOOLHOUSE ON LEFT FOR 1.65 MILES TO A FORK, KEEP LEFT ROAD
 EL1022'AND GO 0.4 MILE TO THE HOME OF MR. BELL AND STATION ON THE RIGHT.
 EL1022'(CONTINUE ON ROAD 0.2 MILE TO AZIMUTH ON LEFT).
 EL1022'
 EL1022'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE, CONCRETE
 EL1022'POSTS.
 EL1022'
 EL1022'STATION MARKS ARE STAMPED COX 1957.  THE SURFACE MARK PROJECTS
 EL1022'5 INCHES, AND IS 51 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE,
 EL1022'116 FEET EAST OF A GRADED ROAD, 29 FEET NORTH OF A YARD FENCE.
 EL1022'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.
 EL1022'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 EL1022'INCHES BELOW THE GROUND SURFACE.
 EL1022'
 EL1022'REFERENCE MARK 1 PROJECTS 6 INCHES, AND IS 70 FEET NORTHEAST OF THE
 EL1022'NORTHEAST CORNER OF THE HOUSE, 137 FEET EAST OF A GRADED ROAD, AND
 EL1022'44 FEET NORTH OF A YARD FENCE.
 EL1022'
 EL1022'REFERENCE MARK 2 PROJECTS 5 INCHES AND IS 68 FEET NORTHWEST OF THE
 EL1022'NORTHEAST CORNER OF THE HOUSE, 101 FEET EAST OF A GRADED ROAD, 44
 EL1022'FEET NORTH OF A YARD FENCE.
 EL1022'
 EL1022'AZIMUTH MARK PROJECTS 4 INCHES, AND IS 39 FEET NORTH OF A GRADED
 EL1022'ROAD, 37 FEET WEST OF A POWERLINE POLE, AND 1 FOOT NORTH OF A ROAD
 EL1022'RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2
 EL1022'FEET SOUTH OF THE MARK.
 EL1022'
 EL1022'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EL1022
 EL1022                          STATION RECOVERY (1976)
 EL1022
 EL1022'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1022'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EL1022'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK COULD
 EL1022'NOT BE LOCATED AND IS PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0842 ***********************************************************************
 FJ0842  DESIGNATION -  COYLE MUNICIPAL TANK
 FJ0842  PID         -  FJ0842
 FJ0842  STATE/COUNTY-  OK/LOGAN
 FJ0842  COUNTRY     -  US
 FJ0842  USGS QUAD   -  COYLE (2018)
 FJ0842
 FJ0842                         *CURRENT SURVEY CONTROL
 FJ0842  ______________________________________________________________________
 FJ0842* NAD 83(1993) POSITION- 35 57 10.05872(N) 097 14 14.92367(W)   ADJUSTED
 FJ0842  ______________________________________________________________________
 FJ0842  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 FJ0842  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 FJ0842  HORZ ORDER      -  THIRD
 FJ0842
 FJ0842.The horizontal coordinates were established by classical geodetic methods
 FJ0842.and adjusted by the National Geodetic Survey in November 1994.
 FJ0842
 FJ0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0842.GEOID18 height accuracy estimate available here.
 FJ0842
 FJ0842.Click photographs - Photos may exist for this station.
 FJ0842
 FJ0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0842
 FJ0842. The following values were computed from the NAD 83(1993) position.
 FJ0842
 FJ0842;                    North         East     Units Scale Factor Converg.
 FJ0842;SPC OK N     -   105,985.066   668,788.692   MT  0.99995239   +0 26 60.0
 FJ0842;SPC OK N     -   347,719.34  2,194,184.23   sFT  0.99995239   +0 26 60.0
 FJ0842;UTM  14      - 3,980,148.335   658,954.318   MT  0.99991134   +1 02 06.1
 FJ0842
 FJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5895480148(NAD 83)
 FJ0842
 FJ0842                          SUPERSEDED SURVEY CONTROL
 FJ0842
 FJ0842  NAD 83(1986)-  35 57 10.06758(N)    097 14 14.90718(W) AD(       ) 3
 FJ0842  NAD 27      -  35 57 09.88539(N)    097 14 13.77738(W) AD(       ) 3
 FJ0842
 FJ0842.Superseded values are not recommended for survey control.
 FJ0842
 FJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0842.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0842
 FJ0842_MARKER: 53 = ELEVATED TANK
 FJ0842
 FJ0842  HISTORY     - Date     Condition        Report By
 FJ0842  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0842
 FJ0842                          STATION DESCRIPTION
 FJ0842
 FJ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0842'THE STATION IS THE BALL ATOP THE METAL TANK AT THE SOUTHWEST
 FJ0842'EDGE OF THE TOWN OF COYLE.  IT IS ELEVATED BY A FOUR LEGGED
 FJ0842'SKELETON FRAMEWORK AND IS APPROXIMATELY 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0509 ***********************************************************************
 GJ0509  DESIGNATION -  COZY
 GJ0509  PID         -  GJ0509
 GJ0509  STATE/COUNTY-  OK/ALFALFA
 GJ0509  COUNTRY     -  US
 GJ0509  USGS QUAD   -  CHEROKEE SOUTH (2018)
 GJ0509
 GJ0509                         *CURRENT SURVEY CONTROL
 GJ0509  ______________________________________________________________________
 GJ0509* NAD 83(1997) POSITION- 36 40 01.77945(N) 098 21 30.75194(W)   ADJUSTED
 GJ0509* NAVD 88 ORTHO HEIGHT -   372.    (meters)     1220.    (feet) SCALED
 GJ0509  ______________________________________________________________________
 GJ0509  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 GJ0509  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 GJ0509  HORZ ORDER      -  SECOND
 GJ0509
 GJ0509.The horizontal coordinates were established by classical geodetic methods
 GJ0509.and adjusted by the National Geodetic Survey in October 1998.
 GJ0509
 GJ0509.The orthometric height was scaled from a topographic map.
 GJ0509
 GJ0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0509.GEOID18 height accuracy estimate available here.
 GJ0509
 GJ0509.Click photographs - Photos may exist for this station.
 GJ0509
 GJ0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0509
 GJ0509. The following values were computed from the NAD 83(1997) position.
 GJ0509
 GJ0509;                    North         East     Units Scale Factor Converg.
 GJ0509;SPC OK N     -   185,040.095   567,947.599   MT  0.99998336   -0 12 41.7
 GJ0509;SPC OK N     -   607,085.71  1,863,341.41   sFT  0.99998336   -0 12 41.7
 GJ0509;UTM  14      - 4,058,142.112   557,322.545   MT  0.99964048   +0 22 59.0
 GJ0509
 GJ0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0509!SPC OK N     -   0.99994599  x   0.99998336  =   0.99992935
 GJ0509!UTM  14      -   0.99994599  x   0.99964048  =   0.99958649
 GJ0509
 GJ0509:                Primary Azimuth Mark                     Grid Az
 GJ0509:SPC OK N     -  COZY AZ MK                               248 45 33.1
 GJ0509:UTM  14      -  COZY AZ MK                               248 09 52.4
 GJ0509
 GJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5732258142(NAD 83)
 GJ0509
 GJ0509|---------------------------------------------------------------------|
 GJ0509| PID    Reference Object                     Distance      Geod. Az  |
 GJ0509|                                                           dddmmss.s |
 GJ0509| CK8429 COZY RM 1                            17.400 METERS 20142     |
 GJ0509| CK8428 COZY AZ MK                                         2483251.4 |
 GJ0509| CK8430 COZY RM 2                            29.370 METERS 29258     |
 GJ0509| GJ0522 CHEROKEE REA SHORT WAVE MAST        APPROX. 9.5 KM 3574328.8 |
 GJ0509|---------------------------------------------------------------------|
 GJ0509
 GJ0509                          SUPERSEDED SURVEY CONTROL
 GJ0509
 GJ0509  NAD 83(1993)-  36 40 01.77993(N)    098 21 30.75279(W) AD(       ) 2
 GJ0509  NAD 83(1986)-  36 40 01.78433(N)    098 21 30.74065(W) AD(       ) 2
 GJ0509  NAD 27      -  36 40 01.67281(N)    098 21 29.47395(W) AD(       ) 2
 GJ0509
 GJ0509.Superseded values are not recommended for survey control.
 GJ0509
 GJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0509.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0509
 GJ0509_MARKER: DS = TRIANGULATION STATION DISK
 GJ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0509_STAMPING: COZY 1951
 GJ0509_MARK LOGO: CGS
 GJ0509_PROJECTION: FLUSH
 GJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0509+STABILITY: SURFACE MOTION
 GJ0509
 GJ0509  HISTORY     - Date     Condition        Report By
 GJ0509  HISTORY     - 1951     MONUMENTED       CGS
 GJ0509  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GJ0509
 GJ0509                          STATION DESCRIPTION
 GJ0509
 GJ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0509'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF JET AND ABOUT 6.0
 GJ0509'MILES SOUTH OF CHEROKEE NEAR THE NORTH END OF A TRIANGULAR PLOT OF
 GJ0509'GROUND FORMED BY A CURVE IN THE ROAD.  IT IS ON THE ROAD
 GJ0509'RIGHT-OF-WAY, 54 FEET WEST OF THE CENTER OF U. S. HIGHWAY 64 AND 46
 GJ0509'FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED COZY
 GJ0509'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 GJ0509'
 GJ0509'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET EAST OF
 GJ0509'THE CENTER OF GRAVELED ROAD.  IT IS STAMPED COZY NO 1 1951 AND IS
 GJ0509'FLUSH WITH THE GROUND SURFACE.
 GJ0509'
 GJ0509'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 84 FEET NORTH OF
 GJ0509'THE NORTHEAST CORNER OF A BARN, 50 FEET WEST OF THE CENTER OF
 GJ0509'GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 GJ0509'STAMPED COZY NO 2 1951 AND PROJECTS 4 INCHES.
 GJ0509'
 GJ0509'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. NO. 2 IS 113.11 FEET.
 GJ0509'
 GJ0509'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 40 FEET WEST OF THE
 GJ0509'CENTER OF U. S. HIGHWAY 64, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE
 GJ0509'AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED COZY 1951 AND
 GJ0509'PROJECTS 4 INCHES.
 GJ0509'
 GJ0509'TO REACH THE STATION FROM THE COURTHOUSE IN CHEROKEE, GO SOUTH ON
 GJ0509'U. S. HIGHWAY 64 FOR 5.6 MILES TO AZIMUTH MARK ON RIGHT AS
 GJ0509'DESCRIBED.  CONTINUE SOUTH FOR 0.4 MILE TO POINT WHERE HIGHWAY
 GJ0509'CURVES EAST AND STATION AS DESCRIBED.
 GJ0509'
 GJ0509'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GJ0509
 GJ0509                          STATION RECOVERY (2009)
 GJ0509
 GJ0509'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1263 ***********************************************************************
 FJ1263  DESIGNATION -  CRAWFORD
 FJ1263  PID         -  FJ1263
 FJ1263  STATE/COUNTY-  OK/LINCOLN
 FJ1263  COUNTRY     -  US
 FJ1263  USGS QUAD   -  STROUD NORTH (2018)
 FJ1263
 FJ1263                         *CURRENT SURVEY CONTROL
 FJ1263  ______________________________________________________________________
 FJ1263* NAD 83(1993) POSITION- 35 52 10.83867(N) 096 39 57.56242(W)   ADJUSTED
 FJ1263* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1263  ______________________________________________________________________
 FJ1263  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 FJ1263  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 FJ1263  HORZ ORDER      -  FIRST
 FJ1263
 FJ1263.The horizontal coordinates were established by classical geodetic methods
 FJ1263.and adjusted by the National Geodetic Survey in November 1994.
 FJ1263
 FJ1263.The orthometric height was scaled from a topographic map.
 FJ1263
 FJ1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1263.GEOID18 height accuracy estimate available here.
 FJ1263
 FJ1263.Click photographs - Photos may exist for this station.
 FJ1263
 FJ1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1263
 FJ1263. The following values were computed from the NAD 83(1993) position.
 FJ1263
 FJ1263;                    North         East     Units Scale Factor Converg.
 FJ1263;SPC OK N     -    97,320.585   720,468.135   MT  0.99995884   +0 47 14.1
 FJ1263;SPC OK N     -   319,292.62  2,363,735.87   sFT  0.99995884   +0 47 14.1
 FJ1263;UTM  14      - 3,972,009.623   710,722.791   MT  1.00014719   +1 22 05.2
 FJ1263
 FJ1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1263!SPC OK N     -   0.99995419  x   0.99995884  =   0.99991303
 FJ1263!UTM  14      -   0.99995419  x   1.00014719  =   1.00010137
 FJ1263
 FJ1263:                Primary Azimuth Mark                     Grid Az
 FJ1263:SPC OK N     -  CRAWFORD AZ MK                           112 03 55.3
 FJ1263:UTM  14      -  CRAWFORD AZ MK                           111 29 04.2
 FJ1263
 FJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1072272009(NAD 83)
 FJ1263
 FJ1263|---------------------------------------------------------------------|
 FJ1263| PID    Reference Object                     Distance      Geod. Az  |
 FJ1263|                                                           dddmmss.s |
 FJ1263| FJ1252 DRUMRIGHT MUNICIPAL TANK            APPROX.14.2 KM 0232812.7 |
 FJ1263| FJ1253 SHAMROCK MUNICIPAL TANK             APPROX. 9.1 KM 0601241.2 |
 FJ1263| CI0679 CRAWFORD RM 1                        38.615 METERS 07241     |
 FJ1263| CI0678 CRAWFORD AZ MK                                     1125109.4 |
 FJ1263| FJ1276 STROUD MUNICIPAL TANK               APPROX.13.6 KM 1755544.6 |
 FJ1263| CI0680 CRAWFORD RM 2                        51.212 METERS 31035     |
 FJ1263|---------------------------------------------------------------------|
 FJ1263
 FJ1263                          SUPERSEDED SURVEY CONTROL
 FJ1263
 FJ1263  NAD 83(1986)-  35 52 10.85086(N)    096 39 57.54172(W) AD(       ) 1
 FJ1263  NAD 27      -  35 52 10.61200(N)    096 39 56.47300(W) AD(       ) 1
 FJ1263
 FJ1263.Superseded values are not recommended for survey control.
 FJ1263
 FJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1263.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1263
 FJ1263_MARKER: DS = TRIANGULATION STATION DISK
 FJ1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1263_STAMPING: CRAWFORD 1935
 FJ1263_MARK LOGO: CGS
 FJ1263_PROJECTION: PROJECTING 25 CENTIMETERS
 FJ1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1263+STABILITY: SURFACE MOTION
 FJ1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1263+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2019
 FJ1263
 FJ1263  HISTORY     - Date     Condition        Report By
 FJ1263  HISTORY     - 1935     MONUMENTED       CGS
 FJ1263  HISTORY     - 1975     GOOD             DMA
 FJ1263  HISTORY     - 20150407 GOOD             INDIV
 FJ1263  HISTORY     - 20191122 GOOD             MCA
 FJ1263
 FJ1263                          STATION DESCRIPTION
 FJ1263
 FJ1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1263'STATION IS ABOUT 8 MILES NORTH OF STROUD, AND 8 MILES SOUTH
 FJ1263'AND 6 MILES EAST OF CUSHING, IN THE NORTHEAST QUARTER OF THE
 FJ1263'NORTHEAST QUARTER OF SECTION 16, T. 16 N., R. 6 E., ON A
 FJ1263'CULTIVATED KNOLL WHICH IS THE HIGHEST GROUND IN THE VICINITY,
 FJ1263'ON PROPERTY OWNED BY THE STATE AND RENTED TO MR. CRAWFORD.
 FJ1263'STATION IS 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 FJ1263'0.15 MILE WEST OF THE NORTH-AND-SOUTH ROAD.  MARK PROJECTS
 FJ1263'10 INCHES.
 FJ1263'
 FJ1263'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 33 AND 48,
 FJ1263'WHICH IS 3.5 MILES WEST OF DRUMRIGHT, BY GOING SOUTH ON STATE
 FJ1263'HIGHWAY 48 FOR 8.5 MILES TO CROSS ROAD, TURN RIGHT AND GO
 FJ1263'0.15 MILE WEST TO STATION MARK, WHICH IS 4 FEET SOUTH OF
 FJ1263'RIGHT-OF-WAY FENCE.
 FJ1263'
 FJ1263'AZIMUTH MARK IS 2.5 MILES EAST-SOUTHEAST OF STATION.  REACHED
 FJ1263'FROM STATION BY GOING 0.15 MILE EAST TO STATE HIGHWAY 48,
 FJ1263'TURN RIGHT AND GO 1.0 MILE SOUTH, TURN LEFT AND GO 2.15 MILES
 FJ1263'EAST TO MARK, SET IN BEDROCK IN RIGHT-OF-WAY FENCE LINE, WHICH IS
 FJ1263'28 FEET NORTH OF CENTER LINE OF ROAD.  MARK IS FLUSH WITH GROUND.
 FJ1263'
 FJ1263'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, IN RIGHT-OF-WAY
 FJ1263'FENCE, WHICH IS 16 FEET NORTH OF CENTER LINE OF ROAD.  MARK
 FJ1263'PROJECTS 4 INCHES ABOVE GROUND.
 FJ1263'
 FJ1263'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, IN NORTH-AND-SOUTH
 FJ1263'FENCE, 100 FEET NORTH OF CENTER LINE OF ROAD.  MARK PROJECTS
 FJ1263'6 INCHES ABOVE GROUND.
 FJ1263'
 FJ1263'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1263'AS DESCRIBED.
 FJ1263'
 FJ1263'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1263
 FJ1263                          STATION RECOVERY (1975)
 FJ1263
 FJ1263'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (B)
 FJ1263'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 FJ1263'CONDITION.  RM NO. 2 WAS NOT FOUND.
 FJ1263
 FJ1263                          STATION RECOVERY (2015)
 FJ1263
 FJ1263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 FJ1263'RECOVERED IN GOOD CONDITION.
 FJ1263
 FJ1263                          STATION RECOVERY (2019)
 FJ1263
 FJ1263'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ1263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1081 ***********************************************************************
 FJ1081  DESIGNATION -  CRESCENT
 FJ1081  PID         -  FJ1081
 FJ1081  STATE/COUNTY-  OK/LOGAN
 FJ1081  COUNTRY     -  US
 FJ1081  USGS QUAD   -  CRESCENT (2018)
 FJ1081
 FJ1081                         *CURRENT SURVEY CONTROL
 FJ1081  ______________________________________________________________________
 FJ1081* NAD 83(1993) POSITION- 35 57 26.70465(N) 097 35 44.35047(W)   ADJUSTED
 FJ1081* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 FJ1081  ______________________________________________________________________
 FJ1081  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 FJ1081  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 FJ1081  HORZ ORDER      -  THIRD
 FJ1081
 FJ1081.The horizontal coordinates were established by classical geodetic methods
 FJ1081.and adjusted by the National Geodetic Survey in November 1994.
 FJ1081
 FJ1081.The orthometric height was scaled from a topographic map.
 FJ1081
 FJ1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1081.GEOID18 height accuracy estimate available here.
 FJ1081
 FJ1081.Click photographs - Photos may exist for this station.
 FJ1081
 FJ1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1081
 FJ1081. The following values were computed from the NAD 83(1993) position.
 FJ1081
 FJ1081;                    North         East     Units Scale Factor Converg.
 FJ1081;SPC OK N     -   106,303.920   636,475.161   MT  0.99995209   +0 14 19.0
 FJ1081;SPC OK N     -   348,765.44  2,088,168.92   sFT  0.99995209   +0 14 19.0
 FJ1081;UTM  14      - 3,980,136.935   626,642.445   MT  0.99979762   +0 49 29.0
 FJ1081
 FJ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1081!SPC OK N     -   0.99994970  x   0.99995209  =   0.99990179
 FJ1081!UTM  14      -   0.99994970  x   0.99979762  =   0.99974733
 FJ1081
 FJ1081:                Primary Azimuth Mark                     Grid Az
 FJ1081:SPC OK N     -  CRESCENT AZ MK 2                         000 47 49.4
 FJ1081:UTM  14      -  CRESCENT AZ MK 2                         000 12 39.4
 FJ1081
 FJ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2664280136(NAD 83)
 FJ1081
 FJ1081|---------------------------------------------------------------------|
 FJ1081| PID    Reference Object                     Distance      Geod. Az  |
 FJ1081|                                                           dddmmss.s |
 FJ1081| CL4987 CRESCENT AZ MK                                     0010152.7 |
 FJ1081| CL4988 CRESCENT AZ MK 2                                   0010208.4 |
 FJ1081| CL4989 CRESCENT RM 1                        32.653 METERS 11949     |
 FJ1081| FJ1082 CRESCENT COOP ELEVATOR              368.049 METERS 15833     |
 FJ1081| FJ1080 CRESCENT MUNICIPAL TANK             490.170 METERS 1874654.6 |
 FJ1081| CL4991 CRESCENT RM 3                        19.867 METERS 20852     |
 FJ1081| FJ1079 CRESCENT MICROWAVE MAST             256.420 METERS 30747     |
 FJ1081| CL4990 CRESCENT RM 2                        27.089 METERS 35624     |
 FJ1081|---------------------------------------------------------------------|
 FJ1081
 FJ1081                          SUPERSEDED SURVEY CONTROL
 FJ1081
 FJ1081  NAD 83(1986)-  35 57 26.71089(N)    097 35 44.33768(W) AD(       ) 3
 FJ1081  NAD 27      -  35 57 26.55908(N)    097 35 43.16897(W) AD(       ) 3
 FJ1081
 FJ1081.Superseded values are not recommended for survey control.
 FJ1081
 FJ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1081.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1081
 FJ1081_MARKER: DS = TRIANGULATION STATION DISK
 FJ1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1081_STAMPING: CRESCENT 1954
 FJ1081_MARK LOGO: CGS
 FJ1081_PROJECTION: FLUSH
 FJ1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1081+STABILITY: SURFACE MOTION
 FJ1081
 FJ1081  HISTORY     - Date     Condition        Report By
 FJ1081  HISTORY     - 1954     MONUMENTED       CGS
 FJ1081  HISTORY     - 1960     GOOD             USAF
 FJ1081  HISTORY     - 1968     GOOD             CGS
 FJ1081
 FJ1081                          STATION DESCRIPTION
 FJ1081
 FJ1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1081'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 FJ1081'74, 0.05 MILE NORTH OF THE NORTH CITY LIMITS OF CRESCENT, IN THE
 FJ1081'SW 1/4 OF SEC. 11,T 17 N.,R 4 W.
 FJ1081'
 FJ1081'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74
 FJ1081'AND 74 C, GO NORTH ABOUT 200 FEET TO THE STATION ON THE LEFT.
 FJ1081'
 FJ1081'THE STATION MARK IS 45 FEET WEST OF THE CENTER LINE OF STATE
 FJ1081'HIGHWAY 74, AND 4.5 FEET NORTHWEST OF A WITNESS POST.  THE
 FJ1081'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 FJ1081'IS STAMPED CRESCENT 1954.
 FJ1081'
 FJ1081'REFERENCE MARK NO. 1 SOUTHEAST OF THE STATION, IS 52 FEET
 FJ1081'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF
 FJ1081'A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FJ1081'CRESCENT NO 1 1954.
 FJ1081'
 FJ1081'REFERENCE MARK NO. 2 NORTH OF THE STATION, IS 51 FEET WEST OF
 FJ1081'THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE
 FJ1081'LINE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 FJ1081'CRESCENT NO 2 1954.
 FJ1081'
 FJ1081'THE AZIMUTH MARK APPROXIMATELY 0.4 MILE NORTH OF THE STATION,
 FJ1081'IS 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 FJ1081'SOUTH OF A POWER POLE, 3 FEET SOUTH OF A WITNESS POST, AND 1
 FJ1081'FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES AND
 FJ1081'THE DISK IS STAMPED CRESCENT 1954.
 FJ1081'
 FJ1081'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1081
 FJ1081                          STATION RECOVERY (1960)
 FJ1081
 FJ1081'RECOVERY NOTE BY US AIR FORCE 1960 (JFD)
 FJ1081'STATION RECOVERED OKAY BUT BURIED UNDER GRASS.
 FJ1081'
 FJ1081'A WHITE REFERENCE POST WAS REMOVED FROM CONCRETE BUT FOUND
 FJ1081'LYING IN GRASS AND REPLACED FOR STATION CRESCENT.
 FJ1081
 FJ1081                          STATION RECOVERY (1968)
 FJ1081
 FJ1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1081'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 FJ1081'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED
 FJ1081'AND DISK WAS GONE FROM OLD CONCRETE POST.  AZIMUTH MARK WAS
 FJ1081'RECOVERED BUT WAS LEANING.  THE DISTANCE TO REFERENCE MARK
 FJ1081'NO. 2 WAS VERIFIED.
 FJ1081'
 FJ1081'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WAS SET.
 FJ1081'
 FJ1081'FOLLOWING IS A NEW DESCRIPTION.
 FJ1081'
 FJ1081'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74
 FJ1081'AND 74C AT THE NORTH SIDE OF CRESCENT, GO NORTH ON STATE
 FJ1081'HIGHWAY 74 FOR ABOUT 250 FEET TO A SIDE ROAD AND THE STATION
 FJ1081'ON THE LEFT.  (CONTINUE NORTH ON STATE HIGHWAY 74 FOR 0.4
 FJ1081'MILE TO THE AZIMUTH MARK ON THE LEFT.)
 FJ1081'
 FJ1081'STATION MARK, A STANDARD DISK STAMPED CRESCENT 1954, IS SET
 FJ1081'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 FJ1081'SURFACE OF THE GROUND.  IT IS 110 FEET NORTH OF THE CENTER OF A
 FJ1081'DIRT STREET, 53 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 FJ1081'BLOCK MONUMENT WHICH DESIGNATION IS FUTURE FARMERS OF AMERICA,
 FJ1081'AND 45 FEET WEST OF THE CENTER OF STATE HIGHWAY 74.  THE
 FJ1081'UNDERGROUND MARK WAS NOT INSPECTED.
 FJ1081'
 FJ1081'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRESCENT NO.
 FJ1081'2 1954, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ1081'PROJECTS 3 INCHES.  IT IS 50 FEET WEST OF THE CENTER OF STATE
 FJ1081'HIGHWAY 74 AND 5.5 FEET SOUTHEAST OF A SMALL TREE.
 FJ1081'
 FJ1081'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CRESCENT 1954 NO.
 FJ1081'3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 FJ1081'2 INCHES.  IT IS 83 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FJ1081'74, 31 FEET NORTH OF THE CENTER OF A DIRT STREET, 12 FEET
 FJ1081'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK
 FJ1081'MONUMENT, 1.5 FEET NORTH OF A POWERLINE POLE WITH A TRANSFORMER,
 FJ1081'AND 1 FOOT EAST OF A METAL WITNESS POST.
 FJ1081'
 FJ1081'AZIMUTH MARK, A STANDARD DISK STAMPED CRESCENT 1954 1968,
 FJ1081'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 FJ1081'INCHES.  IT IS 44 FEET WEST OF THE CENTER OF STATE HIGHWAY
 FJ1081'74, 5 FEET SOUTH OF A POWERLINE POLE, 1 FOOT SOUTH OF A
 FJ1081'METAL WITNESS POST, AND 0.5 FEET EAST OF A FENCE.
 FJ1081'
 FJ1081'OFFICE NOTE- THE AZIMUTH MARK APPEARS TO BE SET IN SAME PLACE
 FJ1081'OR ON LINE, ACCORDING TO OFFICE COMPUTATIONS.
 FJ1081'
 FJ1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.1
 FJ1081'MILE NORTH OF CRESCENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1090 ***********************************************************************
 FJ1090  DESIGNATION -  CRESCENT CHANNEL 5 TV MAST
 FJ1090  PID         -  FJ1090
 FJ1090  STATE/COUNTY-  OK/KINGFISHER
 FJ1090  COUNTRY     -  US
 FJ1090  USGS QUAD   -  CRESCENT NW (2018)
 FJ1090
 FJ1090                         *CURRENT SURVEY CONTROL
 FJ1090  ______________________________________________________________________
 FJ1090* NAD 83(1993) POSITION- 35 58 50.01303(N) 097 41 43.03995(W)   ADJUSTED
 FJ1090  ______________________________________________________________________
 FJ1090  GEOID HEIGHT    -        -27.569 (meters)                     GEOID18
 FJ1090  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 FJ1090  HORZ ORDER      -  THIRD
 FJ1090
 FJ1090.The horizontal coordinates were established by classical geodetic methods
 FJ1090.and adjusted by the National Geodetic Survey in November 1994.
 FJ1090
 FJ1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1090.GEOID18 height accuracy estimate available here.
 FJ1090
 FJ1090.Click photographs - Photos may exist for this station.
 FJ1090
 FJ1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1090
 FJ1090. The following values were computed from the NAD 83(1993) position.
 FJ1090
 FJ1090;                    North         East     Units Scale Factor Converg.
 FJ1090;SPC OK N     -   108,838.674   627,479.220   MT  0.99995070   +0 10 47.4
 FJ1090;SPC OK N     -   357,081.55  2,058,654.74   sFT  0.99995070   +0 10 47.4
 FJ1090;UTM  14      - 3,982,579.071   617,622.543   MT  0.99977047   +0 45 59.8
 FJ1090
 FJ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1762282579(NAD 83)
 FJ1090
 FJ1090                          SUPERSEDED SURVEY CONTROL
 FJ1090
 FJ1090  NAD 83(1986)-  35 58 50.01760(N)    097 41 43.02775(W) AD(       ) 3
 FJ1090  NAD 27      -  35 58 49.84840(N)    097 41 41.85300(W) AD(       ) 3
 FJ1090
 FJ1090.Superseded values are not recommended for survey control.
 FJ1090
 FJ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1090.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1090
 FJ1090_MARKER: 42 = RADIO/TV MAST
 FJ1090
 FJ1090  HISTORY     - Date     Condition        Report By
 FJ1090  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1090
 FJ1090                          STATION DESCRIPTION
 FJ1090
 FJ1090'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1082 ***********************************************************************
 FJ1082  DESIGNATION -  CRESCENT COOP ELEVATOR
 FJ1082  PID         -  FJ1082
 FJ1082  STATE/COUNTY-  OK/LOGAN
 FJ1082  COUNTRY     -  US
 FJ1082  USGS QUAD   -  CRESCENT (2018)
 FJ1082
 FJ1082                         *CURRENT SURVEY CONTROL
 FJ1082  ______________________________________________________________________
 FJ1082* NAD 83(1993) POSITION- 35 57 15.59009(N) 097 35 38.97792(W)   ADJUSTED
 FJ1082  ______________________________________________________________________
 FJ1082  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 FJ1082  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 FJ1082  HORZ ORDER      -  THIRD
 FJ1082
 FJ1082.The horizontal coordinates were established by classical geodetic methods
 FJ1082.and adjusted by the National Geodetic Survey in November 1994.
 FJ1082
 FJ1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1082.GEOID18 height accuracy estimate available here.
 FJ1082
 FJ1082.Click photographs - Photos may exist for this station.
 FJ1082
 FJ1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1082
 FJ1082. The following values were computed from the NAD 83(1993) position.
 FJ1082
 FJ1082;                    North         East     Units Scale Factor Converg.
 FJ1082;SPC OK N     -   105,961.931   636,611.216   MT  0.99995229   +0 14 22.2
 FJ1082;SPC OK N     -   347,643.44  2,088,615.30   sFT  0.99995229   +0 14 22.2
 FJ1082;UTM  14      - 3,979,796.408   626,781.969   MT  0.99979806   +0 49 31.9
 FJ1082
 FJ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2678179796(NAD 83)
 FJ1082
 FJ1082                          SUPERSEDED SURVEY CONTROL
 FJ1082
 FJ1082  NAD 83(1986)-  35 57 15.59724(N)    097 35 38.96523(W) AD(       ) 3
 FJ1082  NAD 27      -  35 57 15.44468(N)    097 35 37.79682(W) AD(       ) 3
 FJ1082
 FJ1082.Superseded values are not recommended for survey control.
 FJ1082
 FJ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1082.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1082
 FJ1082_MARKER: 65 = GRAIN ELEVATOR
 FJ1082
 FJ1082  HISTORY     - Date     Condition        Report By
 FJ1082  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1082
 FJ1082                          STATION DESCRIPTION
 FJ1082
 FJ1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1082'THE STATION IS THE CENTER OF THE HEADHOUSE OF THE WHITE CONCRETE
 FJ1082'ELEVATOR AT THE EAST EDGE OF BUSINESS DISTRICT OF CRESCENT
 FJ1082'AND ONE BLOCK SOUTH OF THE RAILROAD DEPOT.  THE ELEVATOR
 FJ1082'IS OWNED AND OPERATED BY THE CRESCENT CO-OP ASSOCIATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1079 ***********************************************************************
 FJ1079  DESIGNATION -  CRESCENT MICROWAVE MAST
 FJ1079  PID         -  FJ1079
 FJ1079  STATE/COUNTY-  OK/LOGAN
 FJ1079  COUNTRY     -  US
 FJ1079  USGS QUAD   -  CRESCENT (2018)
 FJ1079
 FJ1079                         *CURRENT SURVEY CONTROL
 FJ1079  ______________________________________________________________________
 FJ1079* NAD 83(1993) POSITION- 35 57 31.80004(N) 097 35 52.43783(W)   ADJUSTED
 FJ1079  ______________________________________________________________________
 FJ1079  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 FJ1079  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 FJ1079  HORZ ORDER      -  THIRD
 FJ1079
 FJ1079.The horizontal coordinates were established by classical geodetic methods
 FJ1079.and adjusted by the National Geodetic Survey in November 1994.
 FJ1079
 FJ1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1079.GEOID18 height accuracy estimate available here.
 FJ1079
 FJ1079.Click photographs - Photos may exist for this station.
 FJ1079
 FJ1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1079
 FJ1079. The following values were computed from the NAD 83(1993) position.
 FJ1079
 FJ1079;                    North         East     Units Scale Factor Converg.
 FJ1079;SPC OK N     -   106,460.118   636,271.862   MT  0.99995200   +0 14 14.3
 FJ1079;SPC OK N     -   349,277.90  2,087,501.93   sFT  0.99995200   +0 14 14.3
 FJ1079;UTM  14      - 3,980,291.021   626,437.590   MT  0.99979698   +0 49 24.3
 FJ1079
 FJ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2643780291(NAD 83)
 FJ1079
 FJ1079                          SUPERSEDED SURVEY CONTROL
 FJ1079
 FJ1079  NAD 83(1986)-  35 57 31.80703(N)    097 35 52.42591(W) AD(       ) 3
 FJ1079  NAD 27      -  35 57 31.65671(N)    097 35 51.25899(W) AD(       ) 3
 FJ1079
 FJ1079.Superseded values are not recommended for survey control.
 FJ1079
 FJ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1079.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1079
 FJ1079_MARKER: 44 = MICROWAVE MAST
 FJ1079
 FJ1079  HISTORY     - Date     Condition        Report By
 FJ1079  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1079
 FJ1079                          STATION DESCRIPTION
 FJ1079
 FJ1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1079'THE STATION IS THE CENTER OF A REFLECTOR SCREEN CONNECTING
 FJ1079'TWO SKELETON FRAMEWORK LEGS 190 FEET HIGH.
 FJ1079'
 FJ1079'THE MAST IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 FJ1079'CO. AND IS USED AS A TELEVISION BOOSTER BETWEEN OKLAHOMA CITY
 FJ1079'AND ENID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1080 ***********************************************************************
 FJ1080  DESIGNATION -  CRESCENT MUNICIPAL TANK
 FJ1080  PID         -  FJ1080
 FJ1080  STATE/COUNTY-  OK/LOGAN
 FJ1080  COUNTRY     -  US
 FJ1080  USGS QUAD   -  CRESCENT (2018)
 FJ1080
 FJ1080                         *CURRENT SURVEY CONTROL
 FJ1080  ______________________________________________________________________
 FJ1080* NAD 83(1993) POSITION- 35 57 10.94771(N) 097 35 46.99887(W)   ADJUSTED
 FJ1080  ______________________________________________________________________
 FJ1080  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 FJ1080  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 FJ1080  HORZ ORDER      -  THIRD
 FJ1080
 FJ1080.The horizontal coordinates were established by classical geodetic methods
 FJ1080.and adjusted by the National Geodetic Survey in November 1994.
 FJ1080
 FJ1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1080.GEOID18 height accuracy estimate available here.
 FJ1080
 FJ1080.Click photographs - Photos may exist for this station.
 FJ1080
 FJ1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1080
 FJ1080. The following values were computed from the NAD 83(1993) position.
 FJ1080
 FJ1080;                    North         East     Units Scale Factor Converg.
 FJ1080;SPC OK N     -   105,818.015   636,410.818   MT  0.99995237   +0 14 17.5
 FJ1080;SPC OK N     -   347,171.27  2,087,957.83   sFT  0.99995237   +0 14 17.5
 FJ1080;UTM  14      - 3,979,650.473   626,583.084   MT  0.99979744   +0 49 27.1
 FJ1080
 FJ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2658379650(NAD 83)
 FJ1080
 FJ1080                          SUPERSEDED SURVEY CONTROL
 FJ1080
 FJ1080  NAD 83(1986)-  35 57 10.95489(N)    097 35 46.98550(W) AD(       ) 3
 FJ1080  NAD 27      -  35 57 10.80052(N)    097 35 45.81684(W) AD(       ) 3
 FJ1080
 FJ1080.Superseded values are not recommended for survey control.
 FJ1080
 FJ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1080.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1080
 FJ1080_MARKER: 53 = ELEVATED TANK
 FJ1080
 FJ1080  HISTORY     - Date     Condition        Report By
 FJ1080  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1080
 FJ1080                          STATION DESCRIPTION
 FJ1080
 FJ1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1080'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED AT THE
 FJ1080'WEST EDGE OF THE BUSINESS DISTRICT OF CRESCENT.  THE TANK,
 FJ1080'APPROXIMATELY 120 FEET HIGH, IS ELEVATED BY A FOUR LEGGED
 FJ1080'SKELETON FRAMEWORK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0436 ***********************************************************************
 EM0436  DESIGNATION -  CRETA
 EM0436  PID         -  EM0436
 EM0436  STATE/COUNTY-  OK/JACKSON
 EM0436  COUNTRY     -  US
 EM0436  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0436
 EM0436                         *CURRENT SURVEY CONTROL
 EM0436  ______________________________________________________________________
 EM0436* NAD 83(1993) POSITION- 34 31 36.41835(N) 099 32 27.46342(W)   ADJUSTED
 EM0436* NAVD 88 ORTHO HEIGHT -   411.348 (meters)     1349.56  (feet) ADJUSTED
 EM0436  ______________________________________________________________________
 EM0436  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 EM0436  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 EM0436  DYNAMIC HEIGHT  -        410.895 (meters)     1348.08  (feet) COMP
 EM0436  MODELED GRAVITY -    979,523.0   (mgal)                       NAVD 88
 EM0436
 EM0436  HORZ ORDER      -  SECOND
 EM0436  VERT ORDER      -  SECOND    CLASS 0
 EM0436
 EM0436.The horizontal coordinates were established by classical geodetic methods
 EM0436.and adjusted by the National Geodetic Survey in November 1994.
 EM0436
 EM0436.The orthometric height was determined by differential leveling and
 EM0436.adjusted by the NATIONAL GEODETIC SURVEY
 EM0436.in June 1991.
 EM0436
 EM0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0436.GEOID18 height accuracy estimate available here.
 EM0436
 EM0436.Click photographs - Photos may exist for this station.
 EM0436
 EM0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0436
 EM0436.The dynamic height is computed by dividing the NAVD 88
 EM0436.geopotential number by the normal gravity value computed on the
 EM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0436.degrees latitude (g = 980.6199 gals.).
 EM0436
 EM0436.The modeled gravity was interpolated from observed gravity values.
 EM0436
 EM0436. The following values were computed from the NAD 83(1993) position.
 EM0436
 EM0436;                    North         East     Units Scale Factor Converg.
 EM0436;SPC OK S     -   133,461.031   458,537.835   MT  0.99993644   -0 52 28.8
 EM0436;SPC OK S     -   437,863.40  1,504,386.21   sFT  0.99993644   -0 52 28.8
 EM0436;SPC TXNC     - 2,317,670.919   504,410.673   MT  1.00020445   -0 34 03.8
 EM0436;SPC TXNC     - 7,603,892.01  1,654,887.35   sFT  1.00020445   -0 34 03.8
 EM0436;UTM  14      - 3,820,699.971   450,353.549   MT  0.99963038   -0 18 23.8
 EM0436
 EM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0436!SPC OK S     -   0.99993983  x   0.99993644  =   0.99987628
 EM0436!SPC TXNC     -   0.99993983  x   1.00020445  =   1.00014427
 EM0436!UTM  14      -   0.99993983  x   0.99963038  =   0.99957023
 EM0436
 EM0436:                Primary Azimuth Mark                     Grid Az
 EM0436:SPC OK S     -  CRETA AZ MK                              159 52 06.0
 EM0436:SPC TXNC     -  CRETA AZ MK                              159 33 41.0
 EM0436:UTM  14      -  CRETA AZ MK                              159 18 01.0
 EM0436
 EM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5035320699(NAD 83)
 EM0436
 EM0436|---------------------------------------------------------------------|
 EM0436| PID    Reference Object                     Distance      Geod. Az  |
 EM0436|                                                           dddmmss.s |
 EM0436| EM1023 CRETA AZ MK                         APPROX. 1.5 KM 1585937.2 |
 EM0436| CX7013 CRETA RM 2                            5.833 METERS 18809     |
 EM0436| EM0437 CRETA RM 1                            8.610 METERS 35500     |
 EM0436|---------------------------------------------------------------------|
 EM0436
 EM0436                          SUPERSEDED SURVEY CONTROL
 EM0436
 EM0436  NAD 83(1986)-  34 31 36.42488(N)    099 32 27.45523(W) AD(       ) 2
 EM0436  NAD 27      -  34 31 36.16500(N)    099 32 26.12380(W) AD(       ) 2
 EM0436  NGVD 29 (??/??/92)  411.168  (m)         1348.97   (f) ADJ UNCH    2 0
 EM0436  NGVD 29             411.17   (m)         1349.0    (f) LEVELING    3  
 EM0436
 EM0436.Superseded values are not recommended for survey control.
 EM0436
 EM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0436.See file dsdata.pdf to determine how the superseded data were derived.
 EM0436
 EM0436_MARKER: DS = TRIANGULATION STATION DISK
 EM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0436_STAMPING: CRETA 1961
 EM0436_MARK LOGO: CGS
 EM0436_PROJECTION: FLUSH
 EM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0436+STABILITY: SURFACE MOTION
 EM0436
 EM0436  HISTORY     - Date     Condition        Report By
 EM0436  HISTORY     - 1961     MONUMENTED       CGS
 EM0436  HISTORY     - 1961     GOOD             CGS
 EM0436  HISTORY     - 20191211 MARK NOT FOUND   OKDOT
 EM0436
 EM0436                          STATION DESCRIPTION
 EM0436
 EM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0436'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF OLUSTEE AND
 EM0436'6.5 MILES NORTHEAST OF ELDORADO, ON U.S. GOVERNMENT PROPERTY.
 EM0436'
 EM0436'TO REACH THE STATION FROM THE POST OFFICE IN OLUSTEE, GO WEST
 EM0436'AND SOUTHWEST ON STATE HIGHWAY 44 FOR 6.9 MILES TO THE ACCESS ROAD
 EM0436'ON THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO THE SECURITY
 EM0436'GATE, CONTINUE AHEAD (THERE ARE NO ROADS YET WITHIN THE AREA),
 EM0436'BEARING LEFT SOMEWHAT TO A POINT AT THE WEST BOUNDARY FENCE
 EM0436'THAT IS STRAIGHT WEST AND THE STATION.
 EM0436'
 EM0436'THE STATION MARK IS A STANDARD DISK STAMPED CRETA 1961, SET IN
 EM0436'A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 4.3 FEET
 EM0436'EAST OF THE BOUNDARY FENCE AND 4.0 FEET EAST OF A WITNESS
 EM0436'POST.
 EM0436'
 EM0436'R.M. 1 IS A STANDARD DISK STAMPED CRETA NO 1 1961, SET IN A
 EM0436'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 48 FEET SOUTH OF A
 EM0436'FLOODLIGHT POLE, 27.9 FEET NORTH OF THE WITNESS POST AND
 EM0436'1 FOOT EAST OF THE FENCE.
 EM0436'
 EM0436'R.M. 2 IS THE WEST REFERENCE POINT, A PLAIN BRONZE DISK WITHOUT
 EM0436'STAMPING OR CAST LETTERING.  IT IS CENTER-PUNCHED AND SET IN
 EM0436'A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 19.0 FEET
 EM0436'SOUTH OF THE WITNESS POST AND 1.5 FEET EAST OF THE FENCE.
 EM0436'
 EM0436'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRETA 1961, SET
 EM0436'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 EM0436'IS 26 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 5.1 FEET
 EM0436'NORTHWEST OF A WITNESS POST AND 3 FEET WEST OF A NORTH-SOUTH
 EM0436'FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 EM0436'TO STATE HIGHWAY 44, TURN RIGHT ON THE HIGHWAY AND GO WESTERLY
 EM0436'FOR 0.3 MILE TO A ROAD LEFT AT THE WEST END OF A LARGE WOODEN
 EM0436'BRIDGE.  TURN LEFT AND GO SOUTH AND THEN EAST FOR 0.65 MILE
 EM0436'TO A ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE MARK ON
 EM0436'THE RIGHT.
 EM0436
 EM0436                          STATION RECOVERY (1961)
 EM0436
 EM0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0436'6.5 MI NE FROM ELDORADO.
 EM0436'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 EM0436'OLUSTEE, THENCE 0.1 MILE WEST TO THE SECURITY GATE, CONTINUE AHEAD TO
 EM0436'A POINT AT THE WEST BOUNDARY FENCE THIS IS STRAIGHT WEST OF THE SILO,
 EM0436'4.3 FEET EAST OF THE BOUNDARY FENCE, 4.0 FEET EAST OF THE WITNESS
 EM0436'POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EM0436'SURFACE OF THE GROUND.
 EM0436
 EM0436                          STATION RECOVERY (2019)
 EM0436
 EM0436'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SJP)
 EM0436'THE MARK WAS NOT FOUND AND IS LOCATED INSIDE A FENCE.  A MILITARY
 EM0436'SURVEILLANCE CAMERA WAS IN USE.  ONE NEEDS PERMISSION BEFORE ENTERING
 EM0436'THE SILO SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1023 ***********************************************************************
 EM1023  DESIGNATION -  CRETA AZ MK
 EM1023  PID         -  EM1023
 EM1023  STATE/COUNTY-  OK/JACKSON
 EM1023  COUNTRY     -  US
 EM1023  USGS QUAD   -  PRAIRIE HILL (2018)
 EM1023
 EM1023                         *CURRENT SURVEY CONTROL
 EM1023  ______________________________________________________________________
 EM1023* NAD 83(1993) POSITION- 34 30 51.04660(N) 099 32 06.41598(W)   ADJUSTED
 EM1023* NAVD 88 ORTHO HEIGHT -   416.3   (meters)     1366.    (feet) VERTCON3
 EM1023  ______________________________________________________________________
 EM1023  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 EM1023  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 EM1023  HORZ ORDER      -  SECOND
 EM1023
 EM1023.The horizontal coordinates were established by classical geodetic methods
 EM1023.and adjusted by the National Geodetic Survey in November 1994.
 EM1023
 EM1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1023
 EM1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1023.GEOID18 height accuracy estimate available here.
 EM1023
 EM1023.Click photographs - Photos may exist for this station.
 EM1023
 EM1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1023
 EM1023. The following values were computed from the NAD 83(1993) position.
 EM1023
 EM1023;                    North         East     Units Scale Factor Converg.
 EM1023;SPC OK S     -   132,055.000   459,053.250   MT  0.99993669   -0 52 16.9
 EM1023;SPC OK S     -   433,250.45  1,506,077.20   sFT  0.99993669   -0 52 16.9
 EM1023;SPC TXNC     - 2,316,267.297   504,933.750   MT  1.00019879   -0 33 52.4
 EM1023;SPC TXNC     - 7,599,286.96  1,656,603.48   sFT  1.00019879   -0 33 52.4
 EM1023;UTM  14      - 3,819,299.549   450,882.717   MT  0.99962974   -0 18 11.5
 EM1023
 EM1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1023!SPC OK S     -   0.99993906  x   0.99993669  =   0.99987576
 EM1023!SPC TXNC     -   0.99993906  x   1.00019879  =   1.00013784
 EM1023!UTM  14      -   0.99993906  x   0.99962974  =   0.99956883
 EM1023
 EM1023:                Primary Azimuth Mark                     Grid Az
 EM1023:SPC OK S     -  CRETA                                    339 52 06.1
 EM1023:SPC TXNC     -  CRETA                                    339 33 41.6
 EM1023:UTM  14      -  CRETA                                    339 18 00.7
 EM1023
 EM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5088219299(NAD 83)
 EM1023
 EM1023|---------------------------------------------------------------------|
 EM1023| PID    Reference Object                     Distance      Geod. Az  |
 EM1023|                                                           dddmmss.s |
 EM1023| EM0436 CRETA                               APPROX. 1.5 KM 3385949.2 |
 EM1023|---------------------------------------------------------------------|
 EM1023
 EM1023                          SUPERSEDED SURVEY CONTROL
 EM1023
 EM1023  NAD 83(1986)-  34 30 51.05313(N)    099 32 06.40772(W) AD(       ) 2
 EM1023  NAD 27      -  34 30 50.79080(N)    099 32 05.07680(W) AD(       ) 2
 EM1023  NGVD 29 (07/19/86)  416.1    (m)         1365.     (f) VERT ANG       
 EM1023
 EM1023.Superseded values are not recommended for survey control.
 EM1023
 EM1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1023.See file dsdata.pdf to determine how the superseded data were derived.
 EM1023
 EM1023_MARKER: DZ = AZIMUTH MARK DISK
 EM1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1023_STAMPING: CRETA 1961
 EM1023_MARK LOGO: CGS
 EM1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1023+STABILITY: SURFACE MOTION
 EM1023
 EM1023  HISTORY     - Date     Condition        Report By
 EM1023  HISTORY     - 1961     MONUMENTED       CGS
 EM1023  HISTORY     - 1963     GOOD             CGS
 EM1023  HISTORY     - 1981     GOOD             LOCENG
 EM1023
 EM1023                          STATION DESCRIPTION
 EM1023
 EM1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1023'THE STATION IS LOCATED 7 MILES NORTHEAST OF ELDORADO, 5 MILES
 EM1023'WEST SOUTHWEST OF OLUSTEE AND ON THE ROAD RIGHT-OF-WAY.
 EM1023'
 EM1023'TO REACH THE STATION FROM THE POST OFFICE IN OLUSTEE, GO
 EM1023'WESTERLY ON STATE HIGHWAY 44 FOR 6.3 MILES TO SIDE ROAD
 EM1023'LEFT AT THE WEST END OF A LARGE WOODEN BRIDGE, TURN LEFT GO
 EM1023'SOUTH AND THEN EAST FOR 0.65 MILE TO A SIDE ROAD RIGHT, TURN
 EM1023'RIGHT AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
 EM1023'
 EM1023'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 EM1023'CRETA 1961, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 EM1023'THAT PROJECTS 3 INCHES.  IT IS 26 FEET EAST OF THE CENTER
 EM1023'OF A GRAVELED ROAD, 3 FEET WEST OF A NORTH SOUTH FENCE.  A
 EM1023'METAL WITNESS SIGN POST WAS SET 5.1 FEET SOUTHEAST OF THE
 EM1023'MARK.
 EM1023
 EM1023                          STATION RECOVERY (1963)
 EM1023
 EM1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1023'STATION RECOVERED AS DESCRIBED.  TO REACH IS ENTIRELY ADEQUATE.
 EM1023
 EM1023                          STATION RECOVERY (1981)
 EM1023
 EM1023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (PS)
 EM1023'CRETA 1961 (AZIMUTH MARK) RECOVERED GOOD.  DESCRIPTION IS ADEQUATE,
 EM1023'MONUMENT WAS FOUND JUST UNDER THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0437 ***********************************************************************
 EM0437  DESIGNATION -  CRETA RM 1
 EM0437  PID         -  EM0437
 EM0437  STATE/COUNTY-  OK/JACKSON
 EM0437  COUNTRY     -  US
 EM0437  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0437
 EM0437                         *CURRENT SURVEY CONTROL
 EM0437  ______________________________________________________________________
 EM0437* NAD 83(1986) POSITION- 34 31 36.70   (N) 099 32 27.49   (W)   HD_HELD1
 EM0437* NAVD 88 ORTHO HEIGHT -   411.526 (meters)     1350.15  (feet) ADJUSTED
 EM0437  ______________________________________________________________________
 EM0437  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 EM0437  DYNAMIC HEIGHT  -        411.073 (meters)     1348.66  (feet) COMP
 EM0437  MODELED GRAVITY -    979,523.0   (mgal)                       NAVD 88
 EM0437
 EM0437  VERT ORDER      -  SECOND    CLASS 0
 EM0437
 EM0437.The horizontal coordinates were determined by differentially corrected
 EM0437.hand held GPS observations or other comparable positioning techniques
 EM0437.and have an estimated accuracy of +/- 3 meters.
 EM0437
 EM0437.The orthometric height was determined by differential leveling and
 EM0437.adjusted by the NATIONAL GEODETIC SURVEY
 EM0437.in June 1991.
 EM0437
 EM0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0437.GEOID18 height accuracy estimate available here.
 EM0437
 EM0437.Click photographs - Photos may exist for this station.
 EM0437
 EM0437.The dynamic height is computed by dividing the NAVD 88
 EM0437.geopotential number by the normal gravity value computed on the
 EM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0437.degrees latitude (g = 980.6199 gals.).
 EM0437
 EM0437.The modeled gravity was interpolated from observed gravity values.
 EM0437
 EM0437;                    North         East    Units  Estimated Accuracy
 EM0437;SPC OK S     -   133,469.7     458,537.3     MT  (+/- 3 meters HH1 GPS) 
 EM0437
 EM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5035220708(NAD 83)
 EM0437
 EM0437                          SUPERSEDED SURVEY CONTROL
 EM0437
 EM0437  NGVD 29 (??/??/92)  411.346  (m)         1349.56   (f) ADJ UNCH    2 0
 EM0437
 EM0437.Superseded values are not recommended for survey control.
 EM0437
 EM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0437.See file dsdata.pdf to determine how the superseded data were derived.
 EM0437
 EM0437_MARKER: DR = REFERENCE MARK DISK
 EM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0437_STAMPING: CRETA NO 1 1961
 EM0437_MARK LOGO: CGS
 EM0437_PROJECTION: FLUSH
 EM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0437+STABILITY: SURFACE MOTION
 EM0437
 EM0437  HISTORY     - Date     Condition        Report By
 EM0437  HISTORY     - 1961     MONUMENTED       CGS
 EM0437  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0437
 EM0437                          STATION DESCRIPTION
 EM0437
 EM0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0437'6.5 MI NE FROM ELDORADO.
 EM0437'6.9 MILES SOUTHWEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 EM0437'OLUSTEE, THENCE 0.1 MILE WEST TO THE SECURITY GATE, CONTINUE STRAIGHT
 EM0437'AHEAD TO THE WEST BOUNDARY FENCE, 48 FEET SOUTH OF A FLOODLIGHT POLE,
 EM0437'28 FEET NORTH OF THE WITNESS POST, 1 FOOT EAST OF THE FENCE, SET IN
 EM0437'THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 EM0437'THE GROUND.
 EM0437
 EM0437                          STATION RECOVERY (2018)
 EM0437
 EM0437'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0770 ***********************************************************************
 GH0770  DESIGNATION -  CROPPER EAST ELEVATOR N GABLE
 GH0770  PID         -  GH0770
 GH0770  STATE/COUNTY-  OK/GARFIELD
 GH0770  COUNTRY     -  US
 GH0770  USGS QUAD   -  BRECKINRIDGE (2018)
 GH0770
 GH0770                         *CURRENT SURVEY CONTROL
 GH0770  ______________________________________________________________________
 GH0770* NAD 83(1993) POSITION- 36 26 27.11489(N) 097 41 23.10125(W)   ADJUSTED
 GH0770  ______________________________________________________________________
 GH0770  GEOID HEIGHT    -        -27.992 (meters)                     GEOID18
 GH0770  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 GH0770  HORZ ORDER      -  THIRD
 GH0770
 GH0770.The horizontal coordinates were established by classical geodetic methods
 GH0770.and adjusted by the National Geodetic Survey in November 1994.
 GH0770
 GH0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0770.GEOID18 height accuracy estimate available here.
 GH0770
 GH0770.Click photographs - Photos may exist for this station.
 GH0770
 GH0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0770
 GH0770. The following values were computed from the NAD 83(1993) position.
 GH0770
 GH0770;                    North         East     Units Scale Factor Converg.
 GH0770;SPC OK N     -   159,914.261   627,815.479   MT  0.99995676   +0 10 59.1
 GH0770;SPC OK N     -   524,652.04  2,059,757.95   sFT  0.99995676   +0 10 59.1
 GH0770;UTM  14      - 4,033,646.308   617,431.957   MT  0.99976990   +0 46 42.1
 GH0770
 GH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1743133646(NAD 83)
 GH0770
 GH0770                          SUPERSEDED SURVEY CONTROL
 GH0770
 GH0770  NAD 83(1986)-  36 26 27.12341(N)    097 41 23.08947(W) AD(       ) 3
 GH0770  NAD 27      -  36 26 27.00500(N)    097 41 21.90000(W) AD(       ) 3
 GH0770  USSD        -  36 26 26.92700(N)    097 41 22.17000(W) AD(       ) 3
 GH0770
 GH0770.Superseded values are not recommended for survey control.
 GH0770
 GH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0770.See file dsdata.pdf to determine how the superseded data were derived.
 GH0770
 GH0770_MARKER: 81 = GABLE
 GH0770
 GH0770  HISTORY     - Date     Condition        Report By
 GH0770  HISTORY     - 1902     FIRST OBSERVED   CGS
 GH0770  HISTORY     - 1934     GOOD             CGS
 GH0770
 GH0770                          STATION DESCRIPTION
 GH0770
 GH0770'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0724 ***********************************************************************
 EM0724  DESIGNATION -  CROSBY AZ MK
 EM0724  PID         -  EM0724
 EM0724  STATE/COUNTY-  OK/COMANCHE
 EM0724  COUNTRY     -  US
 EM0724  USGS QUAD   -  GERONIMO (2018)
 EM0724
 EM0724                         *CURRENT SURVEY CONTROL
 EM0724  ______________________________________________________________________
 EM0724* NAD 83(1993) POSITION- 34 26 55.90988(N) 098 24 01.40310(W)   ADJUSTED
 EM0724* NAVD 88 ORTHO HEIGHT -   324.    (meters)     1063.    (feet) SCALED
 EM0724  ______________________________________________________________________
 EM0724  GEOID HEIGHT    -        -25.538 (meters)                     GEOID18
 EM0724  LAPLACE CORR    -          3.84  (seconds)                    DEFLEC18
 EM0724  HORZ ORDER      -  THIRD
 EM0724
 EM0724.The horizontal coordinates were established by classical geodetic methods
 EM0724.and adjusted by the National Geodetic Survey in November 1994.
 EM0724
 EM0724.The orthometric height was scaled from a topographic map.
 EM0724
 EM0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0724.GEOID18 height accuracy estimate available here.
 EM0724
 EM0724.Click photographs - Photos may exist for this station.
 EM0724
 EM0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0724
 EM0724. The following values were computed from the NAD 83(1993) position.
 EM0724
 EM0724;                    North         East     Units Scale Factor Converg.
 EM0724;SPC OK S     -   123,811.089   563,208.126   MT  0.99993872   -0 13 38.2
 EM0724;SPC OK S     -   406,203.55  1,847,791.99   sFT  0.99993872   -0 13 38.2
 EM0724;UTM  14      - 3,812,089.971   555,080.121   MT  0.99963739   +0 20 21.1
 EM0724
 EM0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0724!SPC OK S     -   0.99995314  x   0.99993872  =   0.99989186
 EM0724!UTM  14      -   0.99995314  x   0.99963739  =   0.99959055
 EM0724
 EM0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5508012089(NAD 83)
 EM0724
 EM0724                          SUPERSEDED SURVEY CONTROL
 EM0724
 EM0724  NAD 83(1986)-  34 26 55.91357(N)    098 24 01.38645(W) AD(       ) 3
 EM0724  NAD 27      -  34 26 55.62315(N)    098 24 00.17833(W) AD(       ) 3
 EM0724
 EM0724.Superseded values are not recommended for survey control.
 EM0724
 EM0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0724.See file dsdata.pdf to determine how the superseded data were derived.
 EM0724
 EM0724_MARKER: DZ = AZIMUTH MARK DISK
 EM0724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0724_SP_SET: CULVERT
 EM0724_STAMPING: CROSBY 1948
 EM0724_MARK LOGO: CGS
 EM0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0724+STABILITY: SURFACE MOTION
 EM0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0724+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EM0724
 EM0724  HISTORY     - Date     Condition        Report By
 EM0724  HISTORY     - 1948     MONUMENTED       CGS
 EM0724  HISTORY     - 1974     GOOD             NGS
 EM0724  HISTORY     - 20000120 GOOD             LOCSUR
 EM0724  HISTORY     - 20090422 GOOD             INDIV
 EM0724  HISTORY     - 20220324 GOOD             WSRR
 EM0724
 EM0724                          STATION DESCRIPTION
 EM0724
 EM0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0724'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN THE NORTH ABUTMENT OF A
 EM0724'CONCRETE CULVERT.  IT IS 12 FEET NORTH OF THE CENTER OF AN EAST-WEST
 EM0724'DIRT ROAD, AND 45 FEET WEST OF THE CENTER OF U.S. HIGHWAY 277.
 EM0724'IT IS STAMPED CROSBY 1948.
 EM0724
 EM0724                          STATION RECOVERY (2000)
 EM0724
 EM0724'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0724'RECOVERED IN GOOD CONDITION.  NOTE--VERY NEAR TRAFFIC LANES AND
 EM0724'CONSIDERED HAZARDOUS FOR OCCUPATIONS.
 EM0724
 EM0724                          STATION RECOVERY (2009)
 EM0724
 EM0724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0724'RECOVERED IN GOOD CONDITION.
 EM0724
 EM0724                          STATION RECOVERY (2022)
 EM0724
 EM0724'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 EM0724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0722 ***********************************************************************
 EM0722  DESIGNATION -  CROSBY RESET
 EM0722  PID         -  EM0722
 EM0722  STATE/COUNTY-  OK/COMANCHE
 EM0722  COUNTRY     -  US
 EM0722  USGS QUAD   -  GERONIMO (2018)
 EM0722
 EM0722                         *CURRENT SURVEY CONTROL
 EM0722  ______________________________________________________________________
 EM0722* NAD 83(1993) POSITION- 34 27 15.46519(N) 098 24 00.33411(W)   ADJUSTED
 EM0722* NAVD 88 ORTHO HEIGHT -   330.6   (meters)     1085.    (feet) VERTCON3
 EM0722  ______________________________________________________________________
 EM0722  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 EM0722  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 EM0722  HORZ ORDER      -  SECOND
 EM0722
 EM0722.The horizontal coordinates were established by classical geodetic methods
 EM0722.and adjusted by the National Geodetic Survey in November 1994.
 EM0722
 EM0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0722
 EM0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0722.GEOID18 height accuracy estimate available here.
 EM0722
 EM0722.Click photographs - Photos may exist for this station.
 EM0722
 EM0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0722
 EM0722. The following values were computed from the NAD 83(1993) position.
 EM0722
 EM0722;                    North         East     Units Scale Factor Converg.
 EM0722;SPC OK S     -   124,413.517   563,237.800   MT  0.99993850   -0 13 37.6
 EM0722;SPC OK S     -   408,180.01  1,847,889.35   sFT  0.99993850   -0 13 37.6
 EM0722;UTM  14      - 3,812,692.481   555,103.831   MT  0.99963743   +0 20 21.9
 EM0722
 EM0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0722!SPC OK S     -   0.99995212  x   0.99993850  =   0.99989062
 EM0722!UTM  14      -   0.99995212  x   0.99963743  =   0.99958956
 EM0722
 EM0722:                Primary Azimuth Mark                     Grid Az
 EM0722:SPC OK S     -  CROSBY AZ MK                             182 49 11.9
 EM0722:UTM  14      -  CROSBY AZ MK                             182 15 12.4
 EM0722
 EM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5510312692(NAD 83)
 EM0722
 EM0722|---------------------------------------------------------------------|
 EM0722| PID    Reference Object                     Distance      Geod. Az  |
 EM0722|                                                           dddmmss.s |
 EM0722| CX7028 CROSBY RM 3                          17.950 METERS 17729     |
 EM0722| CX7026 CROSBY RM 1                          23.420 METERS 17843     |
 EM0722| EM0723 CROSBY RM 4                          63.491 METERS 18003     |
 EM0722| EM0724 CROSBY AZ MK                        APPROX. 0.6 KM 1823534.3 |
 EM0722| CX7027 CROSBY RM 2                          29.691 METERS 26609     |
 EM0722|---------------------------------------------------------------------|
 EM0722
 EM0722                          SUPERSEDED SURVEY CONTROL
 EM0722
 EM0722  NAD 83(1986)-  34 27 15.46889(N)    098 24 00.31743(W) AD(       ) 2
 EM0722  NAD 27      -  34 27 15.17900(N)    098 23 59.10900(W) AD(       ) 2
 EM0722  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 EM0722
 EM0722.Superseded values are not recommended for survey control.
 EM0722
 EM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0722.See file dsdata.pdf to determine how the superseded data were derived.
 EM0722
 EM0722_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0722_STAMPING: CROSBY 1948 1973
 EM0722_MARK LOGO: NGS
 EM0722_PROJECTION: RECESSED 8 CENTIMETERS
 EM0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0722+STABILITY: SURFACE MOTION
 EM0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0722+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EM0722
 EM0722  HISTORY     - Date     Condition        Report By
 EM0722  HISTORY     - 1948     MONUMENTED       CGS
 EM0722  HISTORY     - 1961     SEE DESCRIPTION  USGS
 EM0722  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0722  HISTORY     - 1973     GOOD             NGS
 EM0722  HISTORY     - 1974     GOOD             NGS
 EM0722  HISTORY     - 1987     GOOD             USPSQD
 EM0722  HISTORY     - 20000120 GOOD             LOCSUR
 EM0722  HISTORY     - 20090421 GOOD             INDIV
 EM0722  HISTORY     - 20220324 GOOD             WSRR
 EM0722
 EM0722                          STATION DESCRIPTION
 EM0722
 EM0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0722'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF LAWTON AND
 EM0722'ABOUT 2 MILES SOUTH-SOUTHEAST OF GERONIMO, ON THE RIGHT-OF-WAY
 EM0722'AND 47 FEET EAST OF U.S. HIGHWAY 277.  IT IS 9 FEET EAST
 EM0722'OF THE EDGE OF HIGHWAY CUT, 3 FEET WEST OF A NORTH-SOUTH
 EM0722'FENCE LINE AND 3.8 FEET NORTHWEST OF A 4-INCH SQUARE WOODEN
 EM0722'WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED CROSBY 1948
 EM0722'AND PROJECTS 5 INCHES.
 EM0722'
 EM0722'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF U.S.
 EM0722'HIGHWAY 277 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 EM0722'IT STAMPED CROSBY NO 1 1948 AND PROJECTS 6 INCHES.
 EM0722'
 EM0722'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTER OF U.S.
 EM0722'HIGHWAY 277 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 EM0722'IT IS STAMPED CROSBY NO 2 1948 AND PROJECTS 6 INCHES.
 EM0722'
 EM0722'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN THE NORTH ABUTMENT
 EM0722'OF A CONCRETE CULVERT IT IS 12 FEET NORTH OF THE CENTER
 EM0722'OF AN EAST-WEST DIRT ROAD, AND 45 FEET WEST OF THE CENTER OF
 EM0722'U.S. HIGHWAY 277.  IT IS STAMPED CROSBY 1948.
 EM0722'
 EM0722'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 EM0722'277 AND STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF LAWTON,
 EM0722'GO SOUTH ON U.S. HIGHWAY FOR 10.4 MILES TO THE STATION ON
 EM0722'THE LEFT AS DESCRIBED.
 EM0722'
 EM0722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 EM0722'HIGHWAY 277 FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 EM0722'
 EM0722'AN 87 FOOT SIGNAL AT WALTERS IS VISIBLE AT 4 FEET.
 EM0722'
 EM0722'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE AT 4 FEET.
 EM0722'
 EM0722'A 74 FOOT SIGNAL AT HOLLIDAY IS VISIBLE AT 4 FEET.
 EM0722
 EM0722                          STATION RECOVERY (1961)
 EM0722
 EM0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM0722'THIS STATION HAS BEEN DESTROYED.  THE STATION IS TILTED
 EM0722'AT ABOUT A 20 DEGREE ANGLE AND THE CAP IS MISSING, HOWEVER,
 EM0722'THE LOWER MARK IS PRESUMED INTACT.  BOTH REFERENCE MARKS
 EM0722'ARE IN GOOD CONDITION.
 EM0722
 EM0722                          STATION RECOVERY (1963)
 EM0722
 EM0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0722'REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD CONDITION,
 EM0722'THE SURFACE STATION MARK HAS BEEN BROKEN OFF LEVEL WITH
 EM0722'GROUND SURFACE, UNDERGROUND MARK WAS NOT UNCOVERED BUT NO
 EM0722'DOUBT IN PLACE UNDER THE UPPER CONCRETE BLOCK.  STATION IS
 EM0722'IN THE SW 1/4 OF SEC. 19, T. 1 S., R. 11 W.
 EM0722'
 EM0722'STATION MARK IS 125.0 FEET SOUTH FROM A CORNER FENCE POST
 EM0722'ON THE WEST SIDE OF U.S. HIGHWAY 277 AND 281 AND 49.0 FEET
 EM0722'EAST FROM THE CENTER OF U.S. HIGHWAY 277 AND 281, 3 FEET
 EM0722'WEST FROM THE NORTH-SOUTH FENCE LINE.
 EM0722'
 EM0722'R.M. NO. 1 IS 51.0 FEET EAST FROM THE CENTER OF U.S. HIGHWAY
 EM0722'277 AND 281, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND
 EM0722'THE MARK PROJECT 2 INCHES.
 EM0722'
 EM0722'R.M. NO. 2 IS 134 FEET SOUTH FROM A CORNER FENCE POST AND 49.0
 EM0722'FEET WEST FROM THE CENTER OF U.S. HIGHWAY 277 AND 281, 6 INCHES
 EM0722'EAST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK IS 1 INCH
 EM0722'BELOW GROUND LEVEL.
 EM0722'
 EM0722'AZIMUTH MARK IS AS DESCRIBED IN THE NW ANGLE OF CROSSROADS
 EM0722'SOUTH OF STATION AT THE COTTON-COMANCHE COUNTY LINE.
 EM0722'
 EM0722'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0722
 EM0722                          STATION RECOVERY (1973)
 EM0722
 EM0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0722'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH
 EM0722'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 EM0722'SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND TO HAVE BEEN HIT
 EM0722'BY HEAVY ROAD MACHINERY AND HAD BEEN DESTROYED.  A DIFFERENCE WAS
 EM0722'FOUND IN THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2.
 EM0722'
 EM0722'A NEW STATION SURFACE MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED
 EM0722'AT THIS TIME.
 EM0722'
 EM0722'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 EM0722'
 EM0722'THE STAITON IS LOCATED ABOUT 16 MILES SOUTH OF LAWTON, 2-1/2 MILES
 EM0722'SOUTH-SOUTHWEST OF GERONIMO, ABOUT 1/2 MILE NORTH OF THE
 EM0722'COMANCHE-COTTON COUNTY-LINE AND ON THE EAST RIGHT-OF-WAY OF U.S.
 EM0722'HWYS. 277 AND 281.
 EM0722'
 EM0722'TO REACH THE STATION FROM THE POST OFFICE IN GERONIMO, GO WEST ON
 EM0722'MAIN SURFACE ROAD FOR 1.05 MILES TO THE INTERSECTION OF U.S. HWYS.
 EM0722'277 AND 281 FOR 1.05 MILES TO TOP OF KNOLL AND STATION ON THE LEFT.
 EM0722'
 EM0722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HWYS.
 EM0722'277 AND 281 FOR 0.4 MILE TO CROSSROADS AND MARK ON THE RIGHT, IN
 EM0722'HEADWALL OF CONCRETE CULVERT.
 EM0722'
 EM0722'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EM0722'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED CROSBY 1948
 EM0722'1973.  IT IS 50 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 3 FEET
 EM0722'WEST OF A FENCE-LINE AND 2.8 FEET WEST OF A METAL WITNESS POST.
 EM0722'
 EM0722'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0722'CONCRETE POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE
 EM0722'GROUND, AND IS STAMPED CROSBY NO 2 1948.  IT IS 134 FEET SOUTH OF A
 EM0722'FENCE CORNER, 47 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 1-FOOT
 EM0722'SOUTH OF A METAL WITNESS POST AND 0.6-FOOT EAST OF THE FENCE-LINE.
 EM0722'
 EM0722'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EM0722'CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 EM0722'STAMPED CROSBY 1948 NO 3 1973.  IT IS 59 FEET SOUTH OF A METAL
 EM0722'WITNESS POST, 53 FEET EAST OF THE CENTER-LINE OF HIGHWAY AND 1-FOOT
 EM0722'WEST OF THE FENCE-LINE.
 EM0722'
 EM0722'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 EM0722'APPROXIMATE CENTER OF THE NORTH HEAD-WALL OF A CONCRETE CULVERT AND
 EM0722'IS STAMPED CROSBY 1948.
 EM0722'
 EM0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GERONIMO 1-1/4
 EM0722'MILES SSW.
 EM0722
 EM0722                          STATION RECOVERY (1974)
 EM0722
 EM0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0722'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1973 RECOVERY
 EM0722'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EM0722'
 EM0722'REFERENCE MARK NO. 4 USA WAS ESTABLISHED BY THE U.S. ARMY AND
 EM0722'WAS REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE FROM
 EM0722'THE STATION TO REFERENCE MARK NO. 4.
 EM0722'
 EM0722'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 EM0722'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 EM0722'THAT IS FLUSH WITH THE GROUND AND IS STAMPED CROSBY 1948
 EM0722'NO 4 USA 1974.  IT IS 48 FEET EAST OF THE CENTER-LINE OF
 EM0722'HIGHWAY AND 4 FEET WEST OF THE FENCE-LINE.
 EM0722'
 EM0722'THE 1973 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EM0722'
 EM0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GERONIMO 1-1/4
 EM0722'MILES SSW
 EM0722
 EM0722                          STATION RECOVERY (1987)
 EM0722
 EM0722'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0722'RECOVERED IN GOOD CONDITION.
 EM0722
 EM0722                          STATION RECOVERY (2000)
 EM0722
 EM0722'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0722'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0722'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0722'NO OBSTRUCTIONS.
 EM0722
 EM0722                          STATION RECOVERY (2009)
 EM0722
 EM0722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0722'MARK, RM3, RM4 AND RM2 RECOVERED.
 EM0722
 EM0722                          STATION RECOVERY (2022)
 EM0722
 EM0722'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 EM0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0723 ***********************************************************************
 EM0723  DESIGNATION -  CROSBY RM 4
 EM0723  PID         -  EM0723
 EM0723  STATE/COUNTY-  OK/COMANCHE
 EM0723  COUNTRY     -  US
 EM0723  USGS QUAD   -  GERONIMO (2018)
 EM0723
 EM0723                         *CURRENT SURVEY CONTROL
 EM0723  ______________________________________________________________________
 EM0723* NAD 83(1993) POSITION- 34 27 13.40475(N) 098 24 00.33605(W)   NO CHECK
 EM0723* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 EM0723  ______________________________________________________________________
 EM0723  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 EM0723  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 EM0723  HORZ ORDER      -  THIRD
 EM0723
 EM0723.The horizontal coordinates were established by classical geodetic methods
 EM0723.and adjusted by the National Geodetic Survey in November 1994.
 EM0723
 EM0723.No horizontal observational check was made to the station.
 EM0723
 EM0723.The orthometric height was scaled from a topographic map.
 EM0723
 EM0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0723.GEOID18 height accuracy estimate available here.
 EM0723
 EM0723.Click photographs - Photos may exist for this station.
 EM0723
 EM0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0723
 EM0723. The following values were computed from the NAD 83(1993) position.
 EM0723
 EM0723;                    North         East     Units Scale Factor Converg.
 EM0723;SPC OK S     -   124,350.031   563,237.499   MT  0.99993852   -0 13 37.6
 EM0723;SPC OK S     -   407,971.73  1,847,888.36   sFT  0.99993852   -0 13 37.6
 EM0723;UTM  14      - 3,812,629.015   555,104.157   MT  0.99963743   +0 20 21.8
 EM0723
 EM0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0723!SPC OK S     -   0.99995235  x   0.99993852  =   0.99989088
 EM0723!UTM  14      -   0.99995235  x   0.99963743  =   0.99958980
 EM0723
 EM0723:                Primary Azimuth Mark                     Grid Az
 EM0723:SPC OK S     -  CROSBY AZ MK                             183 07 10.6
 EM0723:UTM  14      -  CROSBY AZ MK                             182 33 11.2
 EM0723
 EM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5510412629(NAD 83)
 EM0723
 EM0723|---------------------------------------------------------------------|
 EM0723| PID    Reference Object                     Distance      Geod. Az  |
 EM0723|                                                           dddmmss.s |
 EM0723| EM0722 CROSBY RESET                         63.491 METERS 00003     |
 EM0723| EM0724 CROSBY AZ MK                        APPROX. 0.5 KM 1825333.0 |
 EM0723| CX7027 CROSBY RM 2                                        33419     |
 EM0723|---------------------------------------------------------------------|
 EM0723
 EM0723                          SUPERSEDED SURVEY CONTROL
 EM0723
 EM0723  NAD 83(1986)-  34 27 13.40843(N)    098 24 00.31938(W) AD(       ) 3
 EM0723  NAD 27      -  34 27 13.11855(N)    098 23 59.11095(W) AD(       ) 3
 EM0723
 EM0723.Superseded values are not recommended for survey control.
 EM0723
 EM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0723.See file dsdata.pdf to determine how the superseded data were derived.
 EM0723
 EM0723_MARKER: DR = REFERENCE MARK DISK
 EM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0723_STAMPING: CROSBY 1948 NO 4 USA 1974
 EM0723_MARK LOGO: NGS
 EM0723_PROJECTION: RECESSED 3 CENTIMETERS
 EM0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0723+STABILITY: SURFACE MOTION
 EM0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0723+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EM0723
 EM0723  HISTORY     - Date     Condition        Report By
 EM0723  HISTORY     - 1974     MONUMENTED       USA
 EM0723  HISTORY     - 20000120 GOOD             LOCSUR
 EM0723  HISTORY     - 20090421 GOOD             INDIV
 EM0723  HISTORY     - 20220324 GOOD             WSRR
 EM0723
 EM0723                          STATION DESCRIPTION
 EM0723
 EM0723'DESCRIBED BY US ARMY 1974 (CLN)
 EM0723'REFERENCE MARK NO. 4 USA WAS ESTABLISHED BY THE US ARMY AND WAS
 EM0723'REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE FROM THE STATION
 EM0723'TO REFERENCE MARK NO. 4.
 EM0723'
 EM0723'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EM0723'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH
 EM0723'WITH THE GROUND AND IS STAMPED CROSBY 1948 NO 4 USA 1974.  IT IS
 EM0723'48 FEET EAST OF THE CENTER-LINE OF HIGHWAY AND 4 FEET WEST OF THE
 EM0723'FENCE-LINE.
 EM0723
 EM0723                          STATION RECOVERY (2000)
 EM0723
 EM0723'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0723'RECOVERED AS DESCRIBED.
 EM0723
 EM0723                          STATION RECOVERY (2009)
 EM0723
 EM0723'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0723'RECOVERED IN GOOD CONDITION.
 EM0723
 EM0723                          STATION RECOVERY (2022)
 EM0723
 EM0723'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 EM0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0661 ***********************************************************************
 GJ0661  DESIGNATION -  CROSS
 GJ0661  PID         -  GJ0661
 GJ0661  STATE/COUNTY-  OK/WOODWARD
 GJ0661  COUNTRY     -  US
 GJ0661  USGS QUAD   -  MOORELAND SW (2018)
 GJ0661
 GJ0661                         *CURRENT SURVEY CONTROL
 GJ0661  ______________________________________________________________________
 GJ0661* NAD 83(1993) POSITION- 36 21 12.24164(N) 099 08 17.04417(W)   ADJUSTED
 GJ0661* NAVD 88 ORTHO HEIGHT -   585.    (meters)     1919.    (feet) SCALED
 GJ0661  ______________________________________________________________________
 GJ0661  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 GJ0661  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 GJ0661  HORZ ORDER      -  SECOND
 GJ0661
 GJ0661.The horizontal coordinates were established by classical geodetic methods
 GJ0661.and adjusted by the National Geodetic Survey in November 1994.
 GJ0661
 GJ0661.The orthometric height was scaled from a topographic map.
 GJ0661
 GJ0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0661.GEOID18 height accuracy estimate available here.
 GJ0661
 GJ0661.Click photographs - Photos may exist for this station.
 GJ0661
 GJ0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0661
 GJ0661. The following values were computed from the NAD 83(1993) position.
 GJ0661
 GJ0661;                    North         East     Units Scale Factor Converg.
 GJ0661;SPC OK N     -   150,763.304   497,854.761   MT  0.99995066   -0 40 17.9
 GJ0661;SPC OK N     -   494,629.27  1,633,378.50   sFT  0.99995066   -0 40 17.9
 GJ0661;UTM  14      - 4,023,155.736   487,612.028   MT  0.99960189   -0 04 54.6
 GJ0661
 GJ0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0661!SPC OK N     -   0.99991257  x   0.99995066  =   0.99986323
 GJ0661!UTM  14      -   0.99991257  x   0.99960189  =   0.99951449
 GJ0661
 GJ0661:                Primary Azimuth Mark                     Grid Az
 GJ0661:SPC OK N     -  CROSS AZ MK                              351 59 25.2
 GJ0661:UTM  14      -  CROSS AZ MK                              351 24 01.9
 GJ0661
 GJ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8761223155(NAD 83)
 GJ0661
 GJ0661|---------------------------------------------------------------------|
 GJ0661| PID    Reference Object                     Distance      Geod. Az  |
 GJ0661|                                                           dddmmss.s |
 GJ0661| GJ0658 MOORELAND MICROWAVE RELAY MAST      APPROX. 9.4 KM 0142654.4 |
 GJ0661| CK8448 CROSS RM 1                           12.833 METERS 19338     |
 GJ0661| CK8449 CROSS RM 2                           14.004 METERS 29918     |
 GJ0661| GJ0666 MOORELAND WEST ELEC PWR TK          APPROX.12.2 KM 3195122.5 |
 GJ0661| GJ0664 MOORELAND FARMERS CO OP ELEV        APPROX.11.4 KM 3272741.9 |
 GJ0661| GJ0663 MOORELAND MUNICIPAL WATER TANK      APPROX.11.4 KM 3284331.0 |
 GJ0661| CK8447 CROSS AZ MK                                        3511907.3 |
 GJ0661|---------------------------------------------------------------------|
 GJ0661
 GJ0661                          SUPERSEDED SURVEY CONTROL
 GJ0661
 GJ0661  NAD 83(1986)-  36 21 12.24600(N)    099 08 17.03188(W) AD(       ) 2
 GJ0661  NAD 27      -  36 21 12.11152(N)    099 08 15.66777(W) AD(       ) 2
 GJ0661
 GJ0661.Superseded values are not recommended for survey control.
 GJ0661
 GJ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0661.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0661
 GJ0661_MARKER: DS = TRIANGULATION STATION DISK
 GJ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0661_STAMPING: CROSS 1963
 GJ0661_MARK LOGO: CGS
 GJ0661_PROJECTION: FLUSH
 GJ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0661+STABILITY: SURFACE MOTION
 GJ0661
 GJ0661  HISTORY     - Date     Condition        Report By
 GJ0661  HISTORY     - 1963     MONUMENTED       CGS
 GJ0661
 GJ0661                          STATION DESCRIPTION
 GJ0661
 GJ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0661'THE STATION IS ABOUT 7 MILES SOUTHEAST OF MOORELAND, 5-1/2 MILES
 GJ0661'SOUTH OF CURTIS, ON THE HIGHEST POINT OF A KNOLL IN PASTURE LAND
 GJ0661'OWNED BY MR. VICTOR MORRIS.
 GJ0661'
 GJ0661'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND, GO SOUTH FOR
 GJ0661'0.3 MILE, TURN LEFT AND GO EAST ON STATE HIGHWAY 15 FOR 3.7 MILES TO
 GJ0661'A CROSSROAD, TURN RIGHT, SOUTH, ON GRADED ROAD FOR 3.0 MILES TO A
 GJ0661'CROSSROAD, CONTINUE AHEAD SOUTH, FOR 1.0 MILE TO A DOUBLE POWER
 GJ0661'LINE CROSSING, CONTINUE AHEAD SOUTH, FOR 1.35 MILE TO THE AZIMUTH
 GJ0661'MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.15 MILE TO A WIRE GATE ON
 GJ0661'THE LEFT, TURN LEFT THROUGH THE GATE AND GO EAST ON A TRACK ROAD
 GJ0661'FOR 0.1 MILE TO A WINDMILL ON THE LEFT, TURN RIGHT, SOUTH, ACROSS
 GJ0661'PASTURE FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 GJ0661'
 GJ0661'THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1963, SET IN THE
 GJ0661'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0661'ABOUT 100 YARDS EAST OF A NORTH-SOUTH GRADED ROAD, 15 FEET
 GJ0661'NORTHWEST OF THE SOUTHEAST EDGE OF THE HILL AND 4 FEET SOUTHWEST OF
 GJ0661'THE NORTHEAST EDGE OF THE HILL.
 GJ0661'
 GJ0661'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1963, SET IN
 GJ0661'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0661'IS 20 FEET WEST OF THE EAST EDGE OF THE HILL AND ABOUT 4 FEET LOWER
 GJ0661'THAN THE STATION.
 GJ0661'
 GJ0661'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1963, SET IN
 GJ0661'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0661'IS 40 FEET WEST OF THE EAST EDGE OF THE HILL AND ABOUT 3 FEET LOWER
 GJ0661'THAN THE STATION.
 GJ0661'
 GJ0661'AZIMUTH MARK IS A STANDARD DISK, STAMPED CROSS 1963, SET IN THE TOP
 GJ0661'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 28.8
 GJ0661'FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 1.8 FEET SOUTH OF A
 GJ0661'TELEPHONE POLE, 1.8 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 GJ0661'AND 1 FOOT WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0696 ***********************************************************************
 GJ0696  DESIGNATION -  CROSS NEAR FARGO USE 1963
 GJ0696  PID         -  GJ0696
 GJ0696  STATE/COUNTY-  OK/ELLIS
 GJ0696  COUNTRY     -  US
 GJ0696  USGS QUAD   -  FARGO SW (2018)
 GJ0696
 GJ0696                         *CURRENT SURVEY CONTROL
 GJ0696  ______________________________________________________________________
 GJ0696* NAD 83(1993) POSITION- 36 20 14.11180(N) 099 38 10.76856(W)   ADJUSTED
 GJ0696* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) SCALED
 GJ0696  ______________________________________________________________________
 GJ0696  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GJ0696  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 GJ0696  HORZ ORDER      -  SECOND
 GJ0696
 GJ0696.The horizontal coordinates were established by classical geodetic methods
 GJ0696.and adjusted by the National Geodetic Survey in November 1994.
 GJ0696
 GJ0696.The orthometric height was scaled from a topographic map.
 GJ0696
 GJ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0696.GEOID18 height accuracy estimate available here.
 GJ0696
 GJ0696.Click photographs - Photos may exist for this station.
 GJ0696
 GJ0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0696
 GJ0696. The following values were computed from the NAD 83(1993) position.
 GJ0696
 GJ0696;                    North         East     Units Scale Factor Converg.
 GJ0696;SPC OK N     -   149,610.829   453,108.010   MT  0.99994978   -0 57 56.4
 GJ0696;SPC OK N     -   490,848.19  1,486,571.86   sFT  0.99994978   -0 57 56.4
 GJ0696;UTM  14      - 4,021,543.728   442,894.404   MT  0.99964018   -0 22 37.4
 GJ0696
 GJ0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0696!SPC OK N     -   0.99989455  x   0.99994978  =   0.99984433
 GJ0696!UTM  14      -   0.99989455  x   0.99964018  =   0.99953477
 GJ0696
 GJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4289421543(NAD 83)
 GJ0696
 GJ0696                          SUPERSEDED SURVEY CONTROL
 GJ0696
 GJ0696  NAD 83(1986)-  36 20 14.11809(N)    099 38 10.75741(W) AD(       ) 2
 GJ0696  NAD 27      -  36 20 13.97995(N)    099 38 09.34303(W) AD(       ) 2
 GJ0696
 GJ0696.Superseded values are not recommended for survey control.
 GJ0696
 GJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0696.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0696
 GJ0696_MARKER: 74 = LARGE CROSS
 GJ0696
 GJ0696  HISTORY     - Date     Condition        Report By
 GJ0696  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0696
 GJ0696                          STATION DESCRIPTION
 GJ0696
 GJ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0696'THE STATION IS THE CENTER OF AN 8 INCH POLE ABOUT 20 FEET HIGH WITH
 GJ0696'A 20 FOOT BEAM ACROSS THE TOP, LOCATED ABOUT 7 MILES NORTH-NORTHEAST
 GJ0696'OF GAGE, 2-1/2 MILES SOUTH-SOUTHEAST OF FARGO AND ON THE HIGHEST
 GJ0696'POINT OF A BUTTE IN PASTURE LAND OWNED BY ABE HARTLEY.  IT IS 150
 GJ0696'FEET SOUTH OF THE NORTH-NORTHEAST END OF THE BUTTE, 75 FEET EAST
 GJ0696'OF THE WEST EDGE OF THE BUTTE AND 60 FEET WEST OF THE EAST EDGE OF
 GJ0696'THE BUTTE.
 GJ0696'
 GJ0696'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FARGO (USE).
 GJ0696'THE DISTANCE BEING 27.75 FEET 8.458 METERS NORTHEAST OF STATION
 GJ0696'FARGO (USE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1445 ***********************************************************************
 DM1445  DESIGNATION -  CROWDER
 DM1445  PID         -  DM1445
 DM1445  STATE/COUNTY-  OK/CHOCTAW
 DM1445  COUNTRY     -  US
 DM1445  USGS QUAD   -  NEW OBERLIN (2018)
 DM1445
 DM1445                         *CURRENT SURVEY CONTROL
 DM1445  ______________________________________________________________________
 DM1445* NAD 83(1993) POSITION- 33 54 46.13298(N) 095 46 55.23428(W)   ADJUSTED
 DM1445* NAVD 88 ORTHO HEIGHT -   173.31  (+/-2cm)      568.6   (feet) VERTCON3
 DM1445  ______________________________________________________________________
 DM1445  GEOID HEIGHT    -        -28.033 (meters)                     GEOID18
 DM1445  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 DM1445  HORZ ORDER      -  FIRST
 DM1445  VERT ORDER      -  THIRD ? (See Below)
 DM1445
 DM1445.The horizontal coordinates were established by classical geodetic methods
 DM1445.and adjusted by the National Geodetic Survey in November 1994.
 DM1445
 DM1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1445
 DM1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1445.GEOID18 height accuracy estimate available here.
 DM1445
 DM1445.The vertical order pertains to the NGVD 29 superseded value.
 DM1445
 DM1445.Click photographs - Photos may exist for this station.
 DM1445
 DM1445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1445
 DM1445. The following values were computed from the NAD 83(1993) position.
 DM1445
 DM1445;                    North         East     Units Scale Factor Converg.
 DM1445;SPC OK S     -    66,532.104   805,102.017   MT  1.00000410   +1 15 32.3
 DM1445;SPC OK S     -   218,280.74  2,641,405.53   sFT  1.00000410   +1 15 32.3
 DM1445;SPC TXNC     - 2,252,337.634   851,325.509   MT  0.99998542   +1 28 56.6
 DM1445;SPC TXNC     - 7,389,544.39  2,793,057.11   sFT  0.99998542   +1 28 56.6
 DM1445;UTM  15      - 3,755,974.769   242,786.829   MT  1.00041565   -1 33 10.9
 DM1445
 DM1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1445!SPC OK S     -   0.99997719  x   1.00000410  =   0.99998129
 DM1445!SPC TXNC     -   0.99997719  x   0.99998542  =   0.99996261
 DM1445!UTM  15      -   0.99997719  x   1.00041565  =   1.00039283
 DM1445
 DM1445:                Primary Azimuth Mark                     Grid Az
 DM1445:SPC OK S     -  CROWDER AZ MK                            176 33 36.2
 DM1445:SPC TXNC     -  CROWDER AZ MK                            176 20 11.9
 DM1445:UTM  15      -  CROWDER AZ MK                            179 22 19.4
 DM1445
 DM1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4278655974(NAD 83)
 DM1445
 DM1445|---------------------------------------------------------------------|
 DM1445| PID    Reference Object                     Distance      Geod. Az  |
 DM1445|                                                           dddmmss.s |
 DM1445| EK0984 SOPER MUNICIPAL TANK                APPROX.15.8 KM 0294925.0 |
 DM1445| CX9375 CROWDER RM 1                         25.935 METERS 04017     |
 DM1445| CX9376 CROWDER RM 2                         24.637 METERS 13417     |
 DM1445| CX9374 CROWDER AZ MK                                      1774908.5 |
 DM1445|---------------------------------------------------------------------|
 DM1445
 DM1445                          SUPERSEDED SURVEY CONTROL
 DM1445
 DM1445  NAD 83(1986)-  33 54 46.13872(N)    095 46 55.22520(W) AD(       ) 1
 DM1445  NAD 27      -  33 54 45.77800(N)    095 46 54.33800(W) AD(       ) 1
 DM1445  NGVD 29             173.26   (m)          568.4    (f) LEVELING    3  
 DM1445
 DM1445.Superseded values are not recommended for survey control.
 DM1445
 DM1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1445.See file dsdata.pdf to determine how the superseded data were derived.
 DM1445
 DM1445_MARKER: DS = TRIANGULATION STATION DISK
 DM1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1445_STAMPING: CROWDER 1935
 DM1445_MARK LOGO: CGS
 DM1445_PROJECTION: PROJECTING 20 CENTIMETERS
 DM1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1445+STABILITY: SURFACE MOTION
 DM1445
 DM1445  HISTORY     - Date     Condition        Report By
 DM1445  HISTORY     - 1935     MONUMENTED       CGS
 DM1445  HISTORY     - 1951     GOOD             CGS
 DM1445  HISTORY     - 1957     GOOD             CGS
 DM1445
 DM1445                          STATION DESCRIPTION
 DM1445
 DM1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1445'STATION IS ABOUT 11 MILES SE OF BOSWELL, ABOUT 2 MILES SE
 DM1445'OF CROWDER SPRINGS SCHOOL, IN THE SE 1/4 SEC. 25, T 7 S,
 DM1445'R 14 E, LAND OWNER UNKNOWN.  IT IS ON THE E SIDE OF A TIMBERED
 DM1445'AREA, 36 FEET W OF THE CENTER LINE OF ROAD, 0.2 MILE S OF
 DM1445'DWELLING WHICH STANDS ON E SIDE OF ROAD, ABOUT 0.28 MILE
 DM1445'N OF A SMALL BRIDGE.  MARK PROJECTS 8 INCHES.
 DM1445'
 DM1445'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1445'BRONZE DISKS SET IN CONCRETE.
 DM1445'
 DM1445'REFERENCE MARK NO. 1 IS NE OF THE STATION, AT THE W EDGE OF
 DM1445'TIMBERED AREA, 20 FEET E OF THE CENTER LINE OF ROAD.  MARK
 DM1445'PROJECTS 8 INCHES.
 DM1445'
 DM1445'REFERENCE MARK NO. 2 IS SE OF THE STATION, AT W EDGE OF TIMBERED
 DM1445'AREA, 21 FEET E OF THE CENTER LINE OF ROAD.  MARK PROJECTS
 DM1445'8 INCHES.
 DM1445'
 DM1445'AZIMUTH MARK IS S OF THE STATION, AT THE SUMMIT OF A SHORT
 DM1445'GRADE, ABOUT 0.02 MILE S OF A SMALL BRIDGE, 20 FEET E OF
 DM1445'THE CENTER LINE OF ROAD.  MARK PROJECTS 8 INCHES.
 DM1445'
 DM1445'STATION REACHED FROM BOSWELL, E ON U.S. HIGHWAY 70, 5.1 MILES
 DM1445'TO CROSS ROAD AND THE VILLAGE OF UNGER.  THENCE S 7.9 MILES
 DM1445'TO THE STATION.
 DM1445'
 DM1445'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 DM1445
 DM1445                          STATION RECOVERY (1951)
 DM1445
 DM1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1445'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DM1445'FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN
 DM1445'THE DISTANCE TO BOTH REFERENCE MARKS AND THE DIRECTION TO
 DM1445'REFERENCE MARK NO. 2 DID NOT CHECK.  DUE TO A FEW CHANGES
 DM1445'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 DM1445'
 DM1445'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 7-3/4 MILES
 DM1445'SOUTH OF THE SMALL TOWN OF SOPER AND ABOUT 7-3/4 MILES SOUTH
 DM1445'OF THE SMALL VILLAGE OF UNGER.  IT IS 61 FEET SOUTH SOUTHEAST
 DM1445'OF AN OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE OF
 DM1445'TREE, AND 36 FEET WEST OF THE CENTERLINE OF DIRT ROAD.  THE
 DM1445'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CROWDER
 DM1445'1935.
 DM1445'
 DM1445'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTERLINE OF
 DM1445'A DIRT ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 DM1445'IS STAMPED CROWDER NO 1 1935.
 DM1445'
 DM1445'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE CENTERLINE OF A
 DM1445'DIRT ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 DM1445'IS STAMPED CROWDER NO 2 1935.
 DM1445'
 DM1445'AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF A DIRT
 DM1445'ROAD AND 9 FEET SOUTH OF A CORNER POST.  THE MARK PROJECTS
 DM1445'ABOUT 8 INCHES AND THE DISK IS STAMPED CROWDER 1935.
 DM1445'
 DM1445'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SMALL
 DM1445'TOWN OF SOPER, GO WEST ON U.S. HIGHWAY 70 FOR 4.9 MILES TO
 DM1445'A T-ROAD LEFT AT THE SMALL VILLAGE OF UNGER.  TURN LEFT
 DM1445'(SOUTH) AND FOLLOW GRAVEL ROAD FOR 6 MILES TO A CROSSROADS.
 DM1445'(GRAVEL ROAD ENDS AT THIS POINT) CONTINUE SOUTH ON DIRT ROAD
 DM1445'FOR 1.85 MILES TO STATION ON WEST SIDE OF ROAD AS DESCRIBED.
 DM1445'
 DM1445'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 DM1445'ROAD FOR 0.3 MILE TO MARK ON EAST SIDE OF ROAD AS DESCRIBED.
 DM1445'
 DM1445'HEIGHT OF SIGNAL ABOVE STATION MARK 27 METERS.
 DM1445
 DM1445                          STATION RECOVERY (1957)
 DM1445
 DM1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1445'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1445'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1445'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8118 ***********************************************************************
 AJ8118  PACS        -  This is a Primary Airport Control Station.
 AJ8118  DESIGNATION -  CSM A 2001
 AJ8118  PID         -  AJ8118
 AJ8118  STATE/COUNTY-  OK/WASHITA
 AJ8118  COUNTRY     -  US
 AJ8118  USGS QUAD   -  DILL CITY (2018)
 AJ8118
 AJ8118                         *CURRENT SURVEY CONTROL
 AJ8118  ______________________________________________________________________
 AJ8118* NAD 83(2011) POSITION- 35 21 05.05327(N) 099 11 55.46145(W)   ADJUSTED
 AJ8118* NAD 83(2011) ELLIP HT-   555.633 (meters)        (06/27/12)   ADJUSTED
 AJ8118* NAD 83(2011) EPOCH   -  2010.00
 AJ8118* NAVD 88 ORTHO HEIGHT -   582.71  (meters)     1911.8   (feet) GPS OBS
 AJ8118  ______________________________________________________________________
 AJ8118  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8118  GEOID HEIGHT    -        -27.029 (meters)                     GEOID99
 AJ8118  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 AJ8118  NAD 83(2011) X  -   -832,615.366 (meters)                     COMP
 AJ8118  NAD 83(2011) Y  - -5,141,439.325 (meters)                     COMP
 AJ8118  NAD 83(2011) Z  -  3,670,055.129 (meters)                     COMP
 AJ8118  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 AJ8118
 AJ8118  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8118  Standards:
 AJ8118         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8118            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8118  -------------------------------------------------------------------
 AJ8118  NETWORK    1.71   2.59           0.51   0.81   1.32     -0.18980780
 AJ8118  -------------------------------------------------------------------
 AJ8118  Click here for local accuracies and other accuracy information.
 AJ8118
 AJ8118.This mark is at Clinton Sherman Airport (CSM)
 AJ8118
 AJ8118.The horizontal coordinates were established by GPS observations
 AJ8118.and adjusted by the National Geodetic Survey in June 2012.
 AJ8118
 AJ8118.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8118.been affixed to the stable North American tectonic plate. See 
 AJ8118.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8118
 AJ8118.The horizontal coordinates are valid at the epoch date displayed above
 AJ8118.which is a decimal equivalence of Year/Month/Day.
 AJ8118
 AJ8118.The orthometric height was determined by GPS observations and a
 AJ8118.high-resolution geoid model.
 AJ8118
 AJ8118.GPS derived orthometric heights for airport stations designated as
 AJ8118.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8118.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8118.not indicate centimeter accuracy relative to other marks which are
 AJ8118.part of the published vertical control network.
 AJ8118
 AJ8118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8118.GEOID18 height accuracy estimate available here.
 AJ8118
 AJ8118.Click photographs - Photos may exist for this station.
 AJ8118
 AJ8118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8118
 AJ8118.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8118
 AJ8118.The ellipsoidal height was determined by GPS observations
 AJ8118.and is referenced to NAD 83.
 AJ8118
 AJ8118. The following values were computed from the NAD 83(2011) position.
 AJ8118
 AJ8118;                    North         East     Units Scale Factor Converg.
 AJ8118;SPC OK S     -   224,507.902   491,038.962   MT  1.00002547   -0 40 49.5
 AJ8118;SPC OK S     -   736,573.01  1,611,016.99   sFT  1.00002547   -0 40 49.5
 AJ8118;UTM  14      - 3,912,031.649   481,942.571   MT  0.99960402   -0 06 54.0
 AJ8118
 AJ8118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8118!SPC OK S     -   0.99991279  x   1.00002547  =   0.99993826
 AJ8118!UTM  14      -   0.99991279  x   0.99960402  =   0.99951685
 AJ8118
 AJ8118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8194212031(NAD 83)
 AJ8118
 AJ8118                          SUPERSEDED SURVEY CONTROL
 AJ8118
 AJ8118  NAD 83(2007)-  35 21 05.05315(N)    099 11 55.46198(W) AD(2002.00) 0
 AJ8118  ELLIP H (02/10/07)  555.646  (m)                       GP(2002.00)    
 AJ8118  NAD 83(1993)-  35 21 05.05285(N)    099 11 55.46165(W) AD(       ) B
 AJ8118  ELLIP H (03/07/02)  555.657  (m)                       GP(       ) 4 2
 AJ8118
 AJ8118.Superseded values are not recommended for survey control.
 AJ8118
 AJ8118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8118.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8118
 AJ8118_MARKER: I = METAL ROD
 AJ8118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8118_STAMPING: CSM A 2001
 AJ8118_MARK LOGO: NGS
 AJ8118_PROJECTION: FLUSH
 AJ8118_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8118+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AJ8118_ROD/PIPE-DEPTH: 15.2 meters
 AJ8118_SLEEVE-DEPTH  : 0.9 meters
 AJ8118
 AJ8118  HISTORY     - Date     Condition        Report By
 AJ8118  HISTORY     - 20010601 MONUMENTED       MSAM
 AJ8118  HISTORY     - 20051214 GOOD             AFFSA
 AJ8118
 AJ8118                          STATION DESCRIPTION
 AJ8118
 AJ8118'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8118'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI) SOUTHWEST OF CLINTON,
 AJ8118'OKLAHOMA AND 19.3 KM (12 MI) SOUTHEAST OF ELK CITY, OK.
 AJ8118'
 AJ8118'THE STATION IS LOCATED AT THE CLINTON-SHERMAN AIRPORT.  IT IS IN THE
 AJ8118'CENTER OF THE AIRPORT, NORTH OF TAXIWAY 3, WEST OF THE RAMP AND EAST
 AJ8118'OF RUNWAY 36L-17R.  THIS IS A CONTROLLED AIRPORT.  PERMISSION TO USE
 AJ8118'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT GARY
 AJ8118'GORSHING AT 580-562-4882.  OWNERSHIP-CLINTON-SHERMAN AIRPORT.
 AJ8118'
 AJ8118'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40
 AJ8118'(EXIT 66) AND STATE HIGHWAY 183 SOUTH OF CLINTON, OKLAHOMA, GO 20.9 KM
 AJ8118'(13 MI) WEST ON INTERSTATE HIGHWAY 40 TO EXIT 53. EXIT THE INTERSTATE
 AJ8118'TO THE RIGHT.  TURN LEFT (SOUTH) FOR 9.3 KM (5.8 MI) ON STATE ROUTE 44
 AJ8118'TO SOONER DRIVE.  TURN RIGHT (WEST) FOR 2.4 KM (1.5 MI) TO FIRST
 AJ8118'STREET.  TURN LEFT (SOUTH) FOR 0.4 KM (0.25 MI), KEEP TO THE RIGHT OF
 AJ8118'THE AIRPORT TERMINAL BUILDING AND A GATE ON THE EAST SIDE OF THE
 AJ8118'BUILDING.  GO THROUGH THE GATE, TURN RIGHT (WEST) ON THE APRON FOR
 AJ8118'0.15 KM (0.1 MI) PASS THE FIRE STATION AND TO THE STATION ON THE
 AJ8118'RIGHT.
 AJ8118'
 AJ8118'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8118'TO A DEPTH OF 15.24 M (50 FT), ENCASED IN A 0.9 M (3.0 FT) LONG FINNED
 AJ8118'GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 AJ8118'CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET
 AJ8118'THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 71.1 M (233.3 FT) NORTH
 AJ8118'OF A TAXIWAY LIGHT IN THE CENTERLINE OF TAXIWAY 3, 59.3 M (194.6 FT)
 AJ8118'WEST OF A TAXIWAY LIGHT IN THE CENTERLINE OF THE APRON, 49.0 M
 AJ8118'(160.8 FT) WEST OF THE WEST EDGE OF THE APRON AND IN LINE WITH THE
 AJ8118'SOUTHERN MOST GARAGE DOOR OF THE FIRE DEPARTMENT, 0.3 M (1 FT) NORTH
 AJ8118'OF A CARSONITE WITNESS POST AND 0.3 M SOUTH OF A CARSONITE WITNESS
 AJ8118'POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AJ8118'STATION.
 AJ8118
 AJ8118                          STATION RECOVERY (2005)
 AJ8118
 AJ8118'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2005 (WH)
 AJ8118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8119 ***********************************************************************
 AJ8119  SACS        -  This is a Secondary Airport Control Station.
 AJ8119  DESIGNATION -  CSM B 2001
 AJ8119  PID         -  AJ8119
 AJ8119  STATE/COUNTY-  OK/WASHITA
 AJ8119  COUNTRY     -  US
 AJ8119  USGS QUAD   -  DILL CITY (2018)
 AJ8119
 AJ8119                         *CURRENT SURVEY CONTROL
 AJ8119  ______________________________________________________________________
 AJ8119* NAD 83(2011) POSITION- 35 21 29.32051(N) 099 11 52.55152(W)   ADJUSTED
 AJ8119* NAD 83(2011) ELLIP HT-   557.353 (meters)        (06/27/12)   ADJUSTED
 AJ8119* NAD 83(2011) EPOCH   -  2010.00
 AJ8119* NAVD 88 ORTHO HEIGHT -   584.45  (meters)     1917.5   (feet) GPS OBS
 AJ8119  ______________________________________________________________________
 AJ8119  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8119  GEOID HEIGHT    -        -27.045 (meters)                     GEOID99
 AJ8119  GEOID HEIGHT    -        -27.116 (meters)                     GEOID18
 AJ8119  NAD 83(2011) X  -   -832,473.876 (meters)                     COMP
 AJ8119  NAD 83(2011) Y  - -5,141,025.229 (meters)                     COMP
 AJ8119  NAD 83(2011) Z  -  3,670,666.140 (meters)                     COMP
 AJ8119  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 AJ8119
 AJ8119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8119  Standards:
 AJ8119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8119  -------------------------------------------------------------------
 AJ8119  NETWORK    1.91   2.70           0.65   0.87   1.38     -0.18222054
 AJ8119  -------------------------------------------------------------------
 AJ8119  Click here for local accuracies and other accuracy information.
 AJ8119
 AJ8119.This mark is at Clinton Sherman Airport (CSM)
 AJ8119
 AJ8119.The horizontal coordinates were established by GPS observations
 AJ8119.and adjusted by the National Geodetic Survey in June 2012.
 AJ8119
 AJ8119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8119.been affixed to the stable North American tectonic plate. See 
 AJ8119.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8119
 AJ8119.The horizontal coordinates are valid at the epoch date displayed above
 AJ8119.which is a decimal equivalence of Year/Month/Day.
 AJ8119
 AJ8119.The orthometric height was determined by GPS observations and a
 AJ8119.high-resolution geoid model.
 AJ8119
 AJ8119.GPS derived orthometric heights for airport stations designated as
 AJ8119.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8119.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8119.not indicate centimeter accuracy relative to other marks which are
 AJ8119.part of the published vertical control network.
 AJ8119
 AJ8119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8119.GEOID18 height accuracy estimate available here.
 AJ8119
 AJ8119.Click photographs - Photos may exist for this station.
 AJ8119
 AJ8119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8119
 AJ8119.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8119
 AJ8119.The ellipsoidal height was determined by GPS observations
 AJ8119.and is referenced to NAD 83.
 AJ8119
 AJ8119. The following values were computed from the NAD 83(2011) position.
 AJ8119
 AJ8119;                    North         East     Units Scale Factor Converg.
 AJ8119;SPC OK S     -   225,254.880   491,121.307   MT  1.00002705   -0 40 47.9
 AJ8119;SPC OK S     -   739,023.72  1,611,287.15   sFT  1.00002705   -0 40 47.9
 AJ8119;UTM  14      - 3,912,779.088   482,017.509   MT  0.99960398   -0 06 52.3
 AJ8119
 AJ8119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8119!SPC OK S     -   0.99991253  x   1.00002705  =   0.99993957
 AJ8119!UTM  14      -   0.99991253  x   0.99960398  =   0.99951654
 AJ8119
 AJ8119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8201712779(NAD 83)
 AJ8119
 AJ8119                          SUPERSEDED SURVEY CONTROL
 AJ8119
 AJ8119  NAD 83(2007)-  35 21 29.32038(N)    099 11 52.55204(W) AD(2002.00) 0
 AJ8119  ELLIP H (02/10/07)  557.366  (m)                       GP(2002.00)    
 AJ8119  NAD 83(1993)-  35 21 29.32008(N)    099 11 52.55171(W) AD(       ) 1
 AJ8119  ELLIP H (03/07/02)  557.377  (m)                       GP(       ) 4 2
 AJ8119
 AJ8119.Superseded values are not recommended for survey control.
 AJ8119
 AJ8119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8119.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8119
 AJ8119_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8119_STAMPING: CSM B 2001
 AJ8119_MARK LOGO: NGS
 AJ8119_PROJECTION: FLUSH
 AJ8119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8119+STABILITY: SURFACE MOTION
 AJ8119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8119+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AJ8119
 AJ8119  HISTORY     - Date     Condition        Report By
 AJ8119  HISTORY     - 20010601 MONUMENTED       MSAM
 AJ8119
 AJ8119                          STATION DESCRIPTION
 AJ8119
 AJ8119'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8119'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI) SOUTHWEST OF CLINTON,
 AJ8119'OKLAHOMA AND 19.3 KM (12 MI) SOUTHEAST OF ELK CITY, OK.
 AJ8119'
 AJ8119'THE STATION IS LOCATED AT THE CLINTON-SHERMAN AIRPORT.  IT IS IN THE
 AJ8119'NORTH END OF THE AIRPORT, WEST AND SOUTH OF TAXIWAY A, AND EAST OF
 AJ8119'RUNWAY 35L-17R.  THIS IS A CONTROLLED AIRPORT.  PERMISSION TO USE THIS
 AJ8119'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT GARY
 AJ8119'GORSHING AT 580-562-4882.  OWNERSHIP--CLINTON-SHERMAN AIRPORT.
 AJ8119'
 AJ8119'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40
 AJ8119'(EXIT 66) AND STATE HIGHWAY 183 SOUTH OF CLINTON, OKLAHOMA, GO 20.9 KM
 AJ8119'(13 MI) WEST ON INTERSTATE HIGHWAY 40 TO EXIT 53. EXIT THE INTERSTATE
 AJ8119'TO THE RIGHT.  TURN LEFT (SOUTH) FOR 9.3 KM (5.8 MI) ON STATE ROUTE 44
 AJ8119'TO SOONER DRIVE.  TURN RIGHT (WEST) FOR 2.4 KM (1.5 MI) TO FIRST
 AJ8119'STREET.  TURN LEFT (SOUTH) FOR 0.4 KM (0.25 MI), KEEP TO THE RIGHT OF
 AJ8119'THE AIRPORT TERMINAL BUILDING AND A GATE ON THE EAST SIDE OF THE
 AJ8119'BUILDING.  GO THROUGH THE GATE, TURN RIGHT (WEST) ON THE APRON FOR
 AJ8119'0.15 KM (0.1 MI) PASS THE FIRE STATION.  TURN RIGHT, NORTEAST, ON THE
 AJ8119'RAMP FOR 0.15 KM (0.1 MI).  TURN LEFT, NORTHWEST, ON THE RAMP FOR 0.1
 AJ8119'KM (0.05 MI) TO THE STATION ON THE LEFT.
 AJ8119'
 AJ8119'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8119'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS IN LINE WITH TWO
 AJ8119'TAXIWAY LIGHTS, 60.9 M (199.8 FT ) SOUTH OF THE ONE ON THE NORTH SIDE
 AJ8119'OF TAXIWAY A, 32.2 M (105.6 FT) SOUTH OF THE TAXIWAY LIGHT IN THE
 AJ8119'CENTERLINE OF TAXIWAY A, 20.0 M (65.6 FT) SOUTH OF THE SOUTH EDGE OF
 AJ8119'TAXIWAY A, 0.3 M (1 FT) NORTH OF A CARSONITE WITNESS POST AND 0.3M
 AJ8119'(1 FT) SOUTH OF A CARSONITE WITNESS POST.  THIS STATION IS DESIGNATED
 AJ8119'AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8094 ***********************************************************************
 AJ8094  SACS        -  This is a Secondary Airport Control Station.
 AJ8094  DESIGNATION -  CSM C
 AJ8094  PID         -  AJ8094
 AJ8094  STATE/COUNTY-  OK/WASHITA
 AJ8094  COUNTRY     -  US
 AJ8094  USGS QUAD   -  DILL CITY (2018)
 AJ8094
 AJ8094                         *CURRENT SURVEY CONTROL
 AJ8094  ______________________________________________________________________
 AJ8094* NAD 83(2011) POSITION- 35 20 18.83242(N) 099 11 54.26694(W)   ADJUSTED
 AJ8094* NAD 83(2011) ELLIP HT-   553.200 (meters)        (06/27/12)   ADJUSTED
 AJ8094* NAD 83(2011) EPOCH   -  2010.00
 AJ8094* NAVD 88 ORTHO HEIGHT -   580.25  (meters)     1903.7   (feet) GPS OBS
 AJ8094  ______________________________________________________________________
 AJ8094  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8094  GEOID HEIGHT    -        -26.998 (meters)                     GEOID99
 AJ8094  GEOID HEIGHT    -        -27.069 (meters)                     GEOID18
 AJ8094  NAD 83(2011) X  -   -832,717.012 (meters)                     COMP
 AJ8094  NAD 83(2011) Y  - -5,142,255.710 (meters)                     COMP
 AJ8094  NAD 83(2011) Z  -  3,668,891.710 (meters)                     COMP
 AJ8094  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 AJ8094
 AJ8094  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8094  Standards:
 AJ8094         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8094            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8094  -------------------------------------------------------------------
 AJ8094  NETWORK    1.89   2.67           0.63   0.87   1.36     -0.13331342
 AJ8094  -------------------------------------------------------------------
 AJ8094  Click here for local accuracies and other accuracy information.
 AJ8094
 AJ8094.This mark is at Clinton Sherman Airport (CSM)
 AJ8094
 AJ8094.The horizontal coordinates were established by GPS observations
 AJ8094.and adjusted by the National Geodetic Survey in June 2012.
 AJ8094
 AJ8094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8094.been affixed to the stable North American tectonic plate. See 
 AJ8094.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8094
 AJ8094.The horizontal coordinates are valid at the epoch date displayed above
 AJ8094.which is a decimal equivalence of Year/Month/Day.
 AJ8094
 AJ8094.The orthometric height was determined by GPS observations and a
 AJ8094.high-resolution geoid model.
 AJ8094
 AJ8094.GPS derived orthometric heights for airport stations designated as
 AJ8094.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8094.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8094.not indicate centimeter accuracy relative to other marks which are
 AJ8094.part of the published vertical control network.
 AJ8094
 AJ8094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8094.GEOID18 height accuracy estimate available here.
 AJ8094
 AJ8094.Click photographs - Photos may exist for this station.
 AJ8094
 AJ8094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8094
 AJ8094.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8094
 AJ8094.The ellipsoidal height was determined by GPS observations
 AJ8094.and is referenced to NAD 83.
 AJ8094
 AJ8094. The following values were computed from the NAD 83(2011) position.
 AJ8094
 AJ8094;                    North         East     Units Scale Factor Converg.
 AJ8094;SPC OK S     -   223,083.149   491,052.209   MT  1.00002249   -0 40 48.8
 AJ8094;SPC OK S     -   731,898.63  1,611,060.46   sFT  1.00002249   -0 40 48.8
 AJ8094;UTM  14      - 3,910,607.694   481,969.867   MT  0.99960401   -0 06 53.1
 AJ8094
 AJ8094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8094!SPC OK S     -   0.99991318  x   1.00002249  =   0.99993566
 AJ8094!UTM  14      -   0.99991318  x   0.99960401  =   0.99951722
 AJ8094
 AJ8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8196910607(NAD 83)
 AJ8094
 AJ8094                          SUPERSEDED SURVEY CONTROL
 AJ8094
 AJ8094  NAD 83(2007)-  35 20 18.83230(N)    099 11 54.26746(W) AD(2002.00) 0
 AJ8094  ELLIP H (02/10/07)  553.213  (m)                       GP(2002.00)    
 AJ8094  NAD 83(1993)-  35 20 18.83200(N)    099 11 54.26713(W) AD(       ) 1
 AJ8094  ELLIP H (03/07/02)  553.223  (m)                       GP(       ) 4 2
 AJ8094
 AJ8094.Superseded values are not recommended for survey control.
 AJ8094
 AJ8094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8094.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8094
 AJ8094_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8094_STAMPING: CSM C 2001
 AJ8094_MARK LOGO: NGS
 AJ8094_PROJECTION: FLUSH
 AJ8094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8094+STABILITY: SURFACE MOTION
 AJ8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8094+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AJ8094
 AJ8094  HISTORY     - Date     Condition        Report By
 AJ8094  HISTORY     - 20010601 MONUMENTED       MSAM
 AJ8094
 AJ8094                          STATION DESCRIPTION
 AJ8094
 AJ8094'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8094'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTHWEST OF CLINTON,
 AJ8094'OKLAHOMA AND 19.3 KM (12.0 MI) SOUTHEAST OF ELK CITY, OK.  THE
 AJ8094'STATION IS LOCATED AT THE CLINTON-SHERMAN AIRPORT.  IT IS IN THE
 AJ8094'CENTRAL SECTOR OF THE AIRPORT, NORTH OF TAXIWAY 5, EAST OF RUNWAY
 AJ8094'35L-17R AND WEST OF THE APRON.  THIS IS A CONTROLLED AIRPORT.
 AJ8094'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8094'MANAGER.  CONTACT GARY GORSHING AT 580-562-4882.
 AJ8094'OWNERSHIP-CLINTON-SHERMAN AIRPORT.
 AJ8094'
 AJ8094'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40
 AJ8094'(EXIT 66) AND OK 183 SOUTH OF CLINTON, OKLAHOMA, GO 20.9 KM (13.0 MI)
 AJ8094'WEST ON INTERSTATE HIGHWAY 40 TO EXIT 53.  EXIT THE INTERSTATE TO THE
 AJ8094'RIGHT.  TURN LEFT, SOUTH, FOR 9.3 KM (5.8 MI) ON OK 44 TO SOONER
 AJ8094'DRIVE.  TURN RIGHT, WEST, FOR 2.4 KM (1.5 MI) TO FIRST STREET.  TURN
 AJ8094'LEFT, SOUTH FOR 0.4 KM (0.2 MI), KEEP TO THE RIGHT OF THE AIRPORT
 AJ8094'TERMINAL BUILDING AND A GATE ON THE EAST SIDE OF THE BUILDING.  GO
 AJ8094'THROUGH THE GATE, GO SOUTH ON THE RAMP FOR 1.3 KM (0.8 MI) AND THE
 AJ8094'STATION ON THE RIGHT.
 AJ8094'
 AJ8094'THE MARK IS A NATIONAL GEODETIC SURVEY BRASS HORIZONTAL CONTROL DISK
 AJ8094'SET IN THE TOP CENTER OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AJ8094'36.3 M (119.1 FT) SOUTH OF THE CENTER OF A MANHOLE, 34.2 M (112.2 FT)
 AJ8094'NORTH OF THE NORTH EDGE OF TAXIWAY 5 AND 14.2 M (46.6 FT) WEST OF THE
 AJ8094'WEST EDGE OF THE APRON.  THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8094'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0936 ***********************************************************************
 EK0936  DESIGNATION -  CUCUMBER
 EK0936  PID         -  EK0936
 EK0936  STATE/COUNTY-  OK/LE FLORE
 EK0936  COUNTRY     -  US
 EK0936  USGS QUAD   -  OCTAVIA (2018)
 EK0936
 EK0936                         *CURRENT SURVEY CONTROL
 EK0936  ______________________________________________________________________
 EK0936* NAD 83(1993) POSITION- 34 36 49.40117(N) 094 41 39.65595(W)   ADJUSTED
 EK0936* NAVD 88 ORTHO HEIGHT -   686.    (meters)     2251.    (feet) SCALED
 EK0936  ______________________________________________________________________
 EK0936  GEOID HEIGHT    -        -31.256 (meters)                     GEOID18
 EK0936  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 EK0936  HORZ ORDER      -  SECOND
 EK0936
 EK0936.The horizontal coordinates were established by classical geodetic methods
 EK0936.and adjusted by the National Geodetic Survey in November 1994.
 EK0936
 EK0936.The orthometric height was scaled from a topographic map.
 EK0936
 EK0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0936.GEOID18 height accuracy estimate available here.
 EK0936
 EK0936.Click photographs - Photos may exist for this station.
 EK0936
 EK0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0936
 EK0936. The following values were computed from the NAD 83(1993) position.
 EK0936
 EK0936;                    North         East     Units Scale Factor Converg.
 EK0936;SPC OK S     -   146,988.601   903,104.521   MT  0.99993607   +1 52 34.8
 EK0936;SPC OK S     -   482,245.10  2,962,935.42   sFT  0.99993607   +1 52 34.8
 EK0936;UTM  15      - 3,831,512.688   344,656.704   MT  0.99989744   -0 57 45.5
 EK0936
 EK0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0936!SPC OK S     -   0.99989722  x   0.99993607  =   0.99983329
 EK0936!UTM  15      -   0.99989722  x   0.99989744  =   0.99979467
 EK0936
 EK0936:                Primary Azimuth Mark                     Grid Az
 EK0936:SPC OK S     -  CUCUMBER AZ MK                           086 41 32.4
 EK0936:UTM  15      -  CUCUMBER AZ MK                           089 31 52.7
 EK0936
 EK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4465631512(NAD 83)
 EK0936
 EK0936|---------------------------------------------------------------------|
 EK0936| PID    Reference Object                     Distance      Geod. Az  |
 EK0936|                                                           dddmmss.s |
 EK0936| EK0937 WINDING STAIR MTN LOT               APPROX.10.7 KM 0083318.2 |
 EK0936| CX5662 CUCUMBER RM 1                        17.406 METERS 01632     |
 EK0936| CX5661 CUCUMBER AZ MK                                     0883407.2 |
 EK0936| CX5663 CUCUMBER RM 2                        16.316 METERS 27031     |
 EK0936| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.10.9 KM 2773344.0 |
 EK0936| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.25.9 KM 3140216.0 |
 EK0936|---------------------------------------------------------------------|
 EK0936
 EK0936                          SUPERSEDED SURVEY CONTROL
 EK0936
 EK0936  NAD 83(1986)-  34 36 49.40346(N)    094 41 39.64720(W) AD(       ) 2
 EK0936  NAD 27      -  34 36 49.03200(N)    094 41 38.84500(W) AD(       ) 2
 EK0936
 EK0936.Superseded values are not recommended for survey control.
 EK0936
 EK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0936.See file dsdata.pdf to determine how the superseded data were derived.
 EK0936
 EK0936_MARKER: DS = TRIANGULATION STATION DISK
 EK0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0936_STAMPING: CUCUMBER 1952
 EK0936_MARK LOGO: CGS
 EK0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0936+STABILITY: SURFACE MOTION
 EK0936
 EK0936  HISTORY     - Date     Condition        Report By
 EK0936  HISTORY     - 1952     MONUMENTED       CGS
 EK0936  HISTORY     - 1959     GOOD             CGS
 EK0936
 EK0936                          STATION DESCRIPTION
 EK0936
 EK0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0936'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF THE
 EK0936'VILLAGE OF MUSE, 3 MILES SOUTH-SOUTHWEST OF THE VILLAGE OF
 EK0936'BIG CEDAR AND ON A LONG RIDGE KNOWN AS KIAMICHI MOUNTAIN.
 EK0936'IT IS ON THE HIGHEST PART OF THE RIDGE 115 FEET SOUTH OF
 EK0936'THE WOODS ROAD AND 18 FEET SOUTHWEST OF A SCRUB OAK TREE
 EK0936'WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES AND THE
 EK0936'DISK IS STAMPED CUCUMBER 1952.
 EK0936'
 EK0936'REFERENCE MARK NO. 1 IS 60 FEET SOUTH OF THE CENTERLINE OF THE
 EK0936'WOODS ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 EK0936'STAMPED CUCUMBER NO 1 1952.
 EK0936'
 EK0936'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  THE MARK PROJECTS
 EK0936'6 INCHES AND THE DISK IS STAMPED CUCUMBER NO 2 1952.
 EK0936'
 EK0936'AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF A WOODS
 EK0936'ROAD.  THE MARK IS SET IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER
 EK0936'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 EK0936'IS STAMPED CUCUMBER 1952.
 EK0936'
 EK0936'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF MUSE, GO
 EK0936'EAST AND SOUTHEAST ON THE MAIN ROAD FOR 6.1 MILES TO A SIDE
 EK0936'ROAD RIGHT JUST BEYOND A STORE ON THE LEFT.  (SIGN HERE
 EK0936'READS SMITHVILLE 21 MILES) TURN RIGHT (SOUTH) 0.5 MILE
 EK0936'TO FORKS, KEEP RIGHT FORK AND FOLLOW THE MAIN ROAD 3.6 MILES
 EK0936'TO THE TOP OF THE RIDGE AT SIGN SMITHVILLE 17 MILES.  HERE
 EK0936'TURN RIGHT ON A WOODS ROAD 0.5 MILE TO THE AZIMUTH MARK
 EK0936'ON THE RIGHT.  CONTINUE WEST ON WOODS ROAD 0.3 MILE TO THE
 EK0936'HIGHEST PART OF RIDGE AND THE STATION ON THE LEFT.
 EK0936'
 EK0936'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0936
 EK0936                          STATION RECOVERY (1959)
 EK0936
 EK0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0936'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0936'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF THE
 EK0936'STATION AND ABOUT 0.15 MILE WEST OF THE TOP OF THE FIRST
 EK0936'HILL EAST OF THE STATION.
 EK0936'
 EK0936'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 63 AND 103,
 EK0936'AT THE FORMER SITE OF THE VILLAGE OF BIG CEDAR, GO SOUTH ON
 EK0936'STATE HIGHWAY 103 FOR 5.2 MILES TO FORKS AT TOP OF MOUNTAIN,
 EK0936'TAKE RIGHT FORK ON KIAMICHI MOUNTAIN ROAD FOR 1.4 MILES TO FORKS,
 EK0936'TAKE LEFT FORK AND CONTINUE ALONG TOP OF MOUNTAIN FOR 0.9 MILE TO
 EK0936'STATION ON LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0927 ***********************************************************************
 EM0927  DESIGNATION -  CUNNINGHAM
 EM0927  PID         -  EM0927
 EM0927  STATE/COUNTY-  OK/TILLMAN
 EM0927  COUNTRY     -  US
 EM0927  USGS QUAD   -  FREDERICK (2018)
 EM0927
 EM0927                         *CURRENT SURVEY CONTROL
 EM0927  ______________________________________________________________________
 EM0927* NAD 83(1993) POSITION- 34 24 29.92034(N) 099 05 51.39478(W)   ADJUSTED
 EM0927* NAVD 88 ORTHO HEIGHT -   418.52  (+/-2cm)     1373.1   (feet) VERTCON3
 EM0927  ______________________________________________________________________
 EM0927  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 EM0927  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 EM0927  HORZ ORDER      -  FIRST
 EM0927  VERT ORDER      -  THIRD ? (See Below)
 EM0927
 EM0927.The horizontal coordinates were established by classical geodetic methods
 EM0927.and adjusted by the National Geodetic Survey in November 1994.
 EM0927
 EM0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0927
 EM0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0927.GEOID18 height accuracy estimate available here.
 EM0927
 EM0927.The vertical order pertains to the NGVD 29 superseded value.
 EM0927
 EM0927.Click photographs - Photos may exist for this station.
 EM0927
 EM0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0927
 EM0927. The following values were computed from the NAD 83(1993) position.
 EM0927
 EM0927;                    North         East     Units Scale Factor Converg.
 EM0927;SPC OK S     -   119,788.504   499,093.295   MT  0.99994063   -0 37 22.9
 EM0927;SPC OK S     -   393,006.12  1,637,441.92   sFT  0.99994063   -0 37 22.9
 EM0927;SPC TXNC     - 2,304,209.119   545,047.403   MT  1.00015315   -0 19 33.4
 EM0927;SPC TXNC     - 7,559,726.08  1,788,209.69   sFT  1.00015315   -0 19 33.4
 EM0927;UTM  14      - 3,807,434.540   491,029.316   MT  0.99960099   -0 03 18.6
 EM0927
 EM0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0927!SPC OK S     -   0.99993864  x   0.99994063  =   0.99987927
 EM0927!SPC TXNC     -   0.99993864  x   1.00015315  =   1.00009178
 EM0927!UTM  14      -   0.99993864  x   0.99960099  =   0.99953965
 EM0927
 EM0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9102907434(NAD 83)
 EM0927
 EM0927|---------------------------------------------------------------------|
 EM0927| PID    Reference Object                     Distance      Geod. Az  |
 EM0927|                                                           dddmmss.s |
 EM0927| EM0928 CUNNINGHAM 2                          3.722 METERS 09628     |
 EM0927| CX7041 CUNNINGHAM RM                        16.542 METERS 30546     |
 EM0927|---------------------------------------------------------------------|
 EM0927
 EM0927                          SUPERSEDED SURVEY CONTROL
 EM0927
 EM0927  NAD 83(1986)-  34 24 29.92752(N)    099 05 51.38424(W) AD(       ) 1
 EM0927  NAD 27      -  34 24 29.63600(N)    099 05 50.09500(W) AD(       ) 1
 EM0927  USSD        -  34 24 29.60000(N)    099 05 50.49800(W) AD(       ) 3
 EM0927  NGVD 29             418.33   (m)         1372.5    (f) LEVELING    3  
 EM0927
 EM0927.Superseded values are not recommended for survey control.
 EM0927
 EM0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0927.See file dsdata.pdf to determine how the superseded data were derived.
 EM0927
 EM0927_MARKER: DS = TRIANGULATION STATION DISK
 EM0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0927_STAMPING: CUNNINGHAM 1923
 EM0927_MARK LOGO: CGS
 EM0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0927+STABILITY: SURFACE MOTION
 EM0927
 EM0927  HISTORY     - Date     Condition        Report By
 EM0927  HISTORY     - 1923     MONUMENTED       CGS
 EM0927  HISTORY     - 1934     GOOD             CGS
 EM0927  HISTORY     - 1943     MARK NOT FOUND   CGS
 EM0927  HISTORY     - 1955     SEE DESCRIPTION  CGS
 EM0927
 EM0927                          STATION DESCRIPTION
 EM0927
 EM0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0927'STATION IS ABOUT 4 MILES W AND 1 MILE N OF FREDERICK,
 EM0927'6-1/2 MILES S AND 2-1/2 MILES E OF TIPTON, 7/8 OF A MILE S OF THE
 EM0927'BETHEL CHURCH, AT E SIDE OF ROADWAY, 3 FEET W OF FENCE LINE ALONG
 EM0927'W SIDE OF SEC. 4, T 2 S, R 18 W, 200 METERS (656 FEET) N OF THE SW
 EM0927'CORNER OF SAID SECTION, ABOUT 1/4 MILE W OF THE HOME OF
 EM0927'A.C. CUNNINGHAM, AND IN LINE WITH THE CENTER LINE OF ROADWAY
 EM0927'LEADING OUT FROM HOUSE ON FARM OF ROBERT COLE.
 EM0927'
 EM0927'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 EM0927'SET IN CONCRETE.
 EM0927'
 EM0927'REFERENCE MARK IS AT W EDGE OF ROAD, AND 16.542 METERS
 EM0927'(54.27 FEET) FROM STATION, N 54 DEG 16 MIN W.
 EM0927'
 EM0927'ELEVATION OF STATION, 417.6 METERS (1,370 FEET).
 EM0927
 EM0927                          STATION RECOVERY (1934)
 EM0927
 EM0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0927'STATION AND REFERENCE MARKS IN GOOD CONDITION.  DESCRIPTION
 EM0927'ADEQUATE.
 EM0927
 EM0927                          STATION RECOVERY (1943)
 EM0927
 EM0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SCM)
 EM0927'STATION WAS SEARCHED FOR FOLLOWING DESCRIPTION.  NEITHER
 EM0927'THE TRIANGULATION STATION NOR THE REFERENCE MARK WERE
 EM0927'RECOVERED.  THE DESCRIBED LOCATION FOR THE STATION APPEARED
 EM0927'TO HAVE BEEN PLOWED THOROUGHLY.
 EM0927
 EM0927                          STATION RECOVERY (1955)
 EM0927
 EM0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EM0927'THE STATION MARKS, CUNNINGHAM 1923 AND THE
 EM0927'REFERENCE MARK CUNNINGHAM 1923 WERE FOUND AS
 EM0927'DESCRIBED AND IN GOOD CONDITION.
 EM0927'
 EM0927'DUE TO BOTH THE ORIGINAL MARKS BEING LOCATED WITHIN THE
 EM0927'RIGHT-OF-WAY OF A NEW COUNTY ROAD UNDER CONSTRUCTION,
 EM0927'A NEW STATION CUNNINGHAM 2 1955, REFERENCE
 EM0927'MARK NO. 2 1955 AND REFERENCE MARK NO. 3 1955
 EM0927'WERE ESTABLISHED AFTER WHICH THE ORIGINAL MARKS
 EM0927'WERE DESTROYED.
 EM0927'
 EM0927'SEE DESCRIPTION THEREOF--
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0928 ***********************************************************************
 EM0928  DESIGNATION -  CUNNINGHAM 2
 EM0928  PID         -  EM0928
 EM0928  STATE/COUNTY-  OK/TILLMAN
 EM0928  COUNTRY     -  US
 EM0928  USGS QUAD   -  FREDERICK (2018)
 EM0928
 EM0928                         *CURRENT SURVEY CONTROL
 EM0928  ______________________________________________________________________
 EM0928* NAD 83(1993) POSITION- 34 24 29.90672(N) 099 05 51.24998(W)   ADJUSTED
 EM0928* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 EM0928  ______________________________________________________________________
 EM0928  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 EM0928  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 EM0928  HORZ ORDER      -  FIRST
 EM0928
 EM0928.The horizontal coordinates were established by classical geodetic methods
 EM0928.and adjusted by the National Geodetic Survey in November 1994.
 EM0928
 EM0928.The orthometric height was scaled from a topographic map.
 EM0928
 EM0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0928.GEOID18 height accuracy estimate available here.
 EM0928
 EM0928.Click photographs - Photos may exist for this station.
 EM0928
 EM0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0928
 EM0928. The following values were computed from the NAD 83(1993) position.
 EM0928
 EM0928;                    North         East     Units Scale Factor Converg.
 EM0928;SPC OK S     -   119,788.044   499,096.988   MT  0.99994063   -0 37 22.8
 EM0928;SPC OK S     -   393,004.61  1,637,454.03   sFT  0.99994063   -0 37 22.8
 EM0928;SPC TXNC     - 2,304,208.678   545,051.099   MT  1.00015315   -0 19 33.3
 EM0928;SPC TXNC     - 7,559,724.64  1,788,221.81   sFT  1.00015315   -0 19 33.3
 EM0928;UTM  14      - 3,807,434.117   491,033.012   MT  0.99960099   -0 03 18.5
 EM0928
 EM0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0928!SPC OK S     -   0.99993869  x   0.99994063  =   0.99987932
 EM0928!SPC TXNC     -   0.99993869  x   1.00015315  =   1.00009183
 EM0928!UTM  14      -   0.99993869  x   0.99960099  =   0.99953970
 EM0928
 EM0928:                Primary Azimuth Mark                     Grid Az
 EM0928:SPC OK S     -  FREDERICK RESET                          097 06 00.5
 EM0928:SPC TXNC     -  FREDERICK RESET                          096 48 11.0
 EM0928:UTM  14      -  FREDERICK RESET                          096 31 56.2
 EM0928
 EM0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9103307434(NAD 83)
 EM0928
 EM0928|---------------------------------------------------------------------|
 EM0928| PID    Reference Object                     Distance      Geod. Az  |
 EM0928|                                                           dddmmss.s |
 EM0928| EM0925 FREDERICK RESET                     APPROX. 6.9 KM 0962837.7 |
 EM0928| CX7042 CUNNINGHAM 2 RM 2                    15.981 METERS 18016     |
 EM0928| EM0927 CUNNINGHAM                            3.722 METERS 27628     |
 EM0928| CX7043 CUNNINGHAM 2 RM 3                    13.260 METERS 35946     |
 EM0928|---------------------------------------------------------------------|
 EM0928
 EM0928                          SUPERSEDED SURVEY CONTROL
 EM0928
 EM0928  NAD 83(1986)-  34 24 29.91390(N)    099 05 51.23943(W) AD(       ) 1
 EM0928  NAD 27      -  34 24 29.62200(N)    099 05 49.95000(W) AD(       ) 1
 EM0928
 EM0928.Superseded values are not recommended for survey control.
 EM0928
 EM0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0928.See file dsdata.pdf to determine how the superseded data were derived.
 EM0928
 EM0928_MARKER: DS = TRIANGULATION STATION DISK
 EM0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0928_STAMPING: CUNNINGHAM 2 1955
 EM0928_MARK LOGO: CGS
 EM0928_PROJECTION: RECESSED 46 CENTIMETERS
 EM0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0928+STABILITY: SURFACE MOTION
 EM0928
 EM0928  HISTORY     - Date     Condition        Report By
 EM0928  HISTORY     - 1955     MONUMENTED       CGS
 EM0928  HISTORY     - 1963     GOOD             CGS
 EM0928
 EM0928                          STATION DESCRIPTION
 EM0928
 EM0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EM0928'THE STATION WAS ESTABLISHED IN LINE BETWEEN THE ORIGINAL
 EM0928'STATION CUNNINGHAM 1923 AND STATION FREDERICK 1923 1927.  IT
 EM0928'IS ABOUT 6-1/2 MILES SOUTH AND 2-1/2 MILES EAST OF TIPTON,
 EM0928'4 MILES WEST AND 1 MILE NORTH OF FREDERICK AND 7/8 OF A MILE
 EM0928'SOUTH OF THE BETHEL CHURCH.  IT IS 100.0 FEET NORTH OF A
 EM0928'POWERLINE POLE, 33.0 FEET EAST OF THE CENTER OF AN OILED ROAD, IS
 EM0928'18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 EM0928'STAMPED CUNNINGHAM 2 1955.
 EM0928'
 EM0928'REFERENCE MARK NO. 2 IS 47.0 FEET NORTH OF A POWERLINE POLE
 EM0928'AND 33.0 FEET EAST OF THE CENTER OF AN OILED ROAD.  IT IS
 EM0928'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 EM0928'STAMPED CUNNINGHAM 2 NO 2 1955.
 EM0928'
 EM0928'REFERENCE MARK NO. 3 IS 33.0 FEET EAST OF THE CENTER OF AN
 EM0928'OILED ROAD, IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EM0928'THE DISK IS STAMPED CUNNINGHAM 2 NO 3 1955.
 EM0928'
 EM0928'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE TILLMAN
 EM0928'COUNTY COURTHOUSE SQUARE IN FREDERICK, GO WEST ON STATE
 EM0928'ROUTE NO. 5 FOR 4.6 MILES TO AN OILED ROAD RIGHT, HERE
 EM0928'TURN RIGHT AND GO NORTH ON AN OILED ROAD FOR 1.1 MILES AND
 EM0928'THE STATION ON THE RIGHT AS DESCRIBED.
 EM0928
 EM0928                          STATION RECOVERY (1963)
 EM0928
 EM0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0928'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EM0928'IT IS IN THE SW 1/4 OF SEC. 4, T. 2 S., R. 18 W.  THE POWER
 EM0928'LINE POLE USED AS A REFERENCE TO THE MARKS IN 1955 HAS BEEN
 EM0928'REMOVED.  STATION IS 33 FEET EAST FROM THE CENTER OF A
 EM0928'NORTH-SOUTH SECTION LINE ROAD AND 58 FEET SOUTH FROM THE CENTER
 EM0928'OF A DRIVEWAY INTO FIELD ON EAST SIDE OF ROAD, ON TOP OF
 EM0928'EMBANKMENT AT THE WEST EDGE OF A CULTIVATED FIELD AND
 EM0928'ABOUT 12 INCHES BELOW SURFACE OF THE GROUND.
 EM0928'
 EM0928'R.M. NO. 2 IS 33 FEET EAST FROM THE CENTER OF THE ROAD AND
 EM0928'110.5 FEET SOUTH FROM THE CENTER OF DRIVEWAY INTO FIELD,
 EM0928'IT IS ABOUT 1 INCH BELOW SURFACE OF GROUND.
 EM0928'
 EM0928'R.M. NO. 3 IS 33 FEET EAST FROM THE CENTER OF THE ROAD AND
 EM0928'14.5 FEET SOUTH FROM THE CENTER OF THE DRIVEWAY INTO FIELD.
 EM0928'IT IS ABOUT 1 INCH BELOW SURFACE OF GROUND.
 EM0928'
 EM0928'THE 1955 DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0722 ***********************************************************************
 GH0722  DESIGNATION -  CURTIS
 GH0722  PID         -  GH0722
 GH0722  STATE/COUNTY-  OK/PAYNE
 GH0722  COUNTRY     -  US
 GH0722  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0722
 GH0722                         *CURRENT SURVEY CONTROL
 GH0722  ______________________________________________________________________
 GH0722* NAD 83(1993) POSITION- 36 03 46.13012(N) 097 04 23.16887(W)   ADJUSTED
 GH0722* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 GH0722  ______________________________________________________________________
 GH0722  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 GH0722  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 GH0722  HORZ ORDER      -  SECOND
 GH0722
 GH0722.The horizontal coordinates were established by classical geodetic methods
 GH0722.and adjusted by the National Geodetic Survey in November 1994.
 GH0722
 GH0722.The orthometric height was scaled from a topographic map.
 GH0722
 GH0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0722.GEOID18 height accuracy estimate available here.
 GH0722
 GH0722.Click photographs - Photos may exist for this station.
 GH0722
 GH0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0722
 GH0722. The following values were computed from the NAD 83(1993) position.
 GH0722
 GH0722;                    North         East     Units Scale Factor Converg.
 GH0722;SPC OK N     -   118,320.616   683,500.487   MT  0.99994707   +0 32 49.2
 GH0722;SPC OK N     -   388,190.22  2,242,451.18   sFT  0.99994707   +0 32 49.2
 GH0722;UTM  14      - 3,992,633.664   673,538.999   MT  0.99997109   +1 08 04.5
 GH0722
 GH0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0722!SPC OK N     -   0.99995323  x   0.99994707  =   0.99990031
 GH0722!UTM  14      -   0.99995323  x   0.99997109  =   0.99992433
 GH0722
 GH0722:                Primary Azimuth Mark                     Grid Az
 GH0722:SPC OK N     -  CURTIS AZ MK                             036 13 06.3
 GH0722:UTM  14      -  CURTIS AZ MK                             035 37 51.0
 GH0722
 GH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7353892633(NAD 83)
 GH0722
 GH0722|---------------------------------------------------------------------|
 GH0722| PID    Reference Object                     Distance      Geod. Az  |
 GH0722|                                                           dddmmss.s |
 GH0722| CL4993 CURTIS RM 1                          29.970 METERS 00016     |
 GH0722| GH0718 STILLWATER OK A AND M PWR STK       APPROX. 6.6 KM 0032819.0 |
 GH0722| GH0720 STILLWATER MUNICIPAL TANK           APPROX. 5.7 KM 0141639.5 |
 GH0722| GH0719 STILLWATER LT PWR PLT CONC STK      APPROX. 6.3 KM 0153319.3 |
 GH0722| CL4992 CURTIS AZ MK                                       0364555.5 |
 GH0722| GH0724 STILLWATER RADIO STA KSPI MAST      APPROX. 2.8 KM 0384435.7 |
 GH0722| CL4994 CURTIS RM 2                          32.511 METERS 09511     |
 GH0722| GH0980 RIPLEY MUNICIPAL TANK               APPROX.16.3 KM 1080245.3 |
 GH0722| FJ0835 PERKINS MUNICIPAL TANK              APPROX.10.4 KM 1595211.6 |
 GH0722| GH0716 STILLWATER OK A AND M COLL TK       APPROX. 6.3 KM 3562026.8 |
 GH0722|---------------------------------------------------------------------|
 GH0722
 GH0722                          SUPERSEDED SURVEY CONTROL
 GH0722
 GH0722  NAD 83(1986)-  36 03 46.14022(N)    097 04 23.15243(W) AD(       ) 2
 GH0722  NAD 27      -  36 03 45.95244(N)    097 04 22.03818(W) AD(       ) 2
 GH0722
 GH0722.Superseded values are not recommended for survey control.
 GH0722
 GH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0722.See file dsdata.pdf to determine how the superseded data were derived.
 GH0722
 GH0722_MARKER: DS = TRIANGULATION STATION DISK
 GH0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0722_STAMPING: CURTIS 1938
 GH0722_MARK LOGO: CGS
 GH0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0722+STABILITY: SURFACE MOTION
 GH0722
 GH0722  HISTORY     - Date     Condition        Report By
 GH0722  HISTORY     - 1938     MONUMENTED       CGS
 GH0722  HISTORY     - 1954     GOOD             CGS
 GH0722  HISTORY     - 1970     GOOD             OKDH
 GH0722
 GH0722                          STATION DESCRIPTION
 GH0722
 GH0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0722'STATION IS ABOUT 3.5 MILES SOUTH AND 1.0 MILE WEST OF STILLWATER,
 GH0722'IN THE SOUTHEAST QUARTER OF SEC. 3, T. 18 N., R. 2 E., ON
 GH0722'THE PROPERTY OF C.A. CURTIS.  IT IS ON THE TOP OF A SMALL PRAIRIE
 GH0722'HILL OVERLOOKING STILLWATER, ABOUT 0.1 MILE WEST OF THE CURTIS
 GH0722'HOME AND 30 FEET NORTH OF AN OLD WELL.  THE HILL IS THE HIGHEST
 GH0722'ONE IN THE VICINITY AND HAS A FEW SMALL SCRUB OAKS ON ITS NORTH
 GH0722'END.
 GH0722'
 GH0722'TO REACH FROM THE STOPLIGHT ON MAIN STREET IN STILLWATER, GO
 GH0722'SOUTH ON STATE HIGHWAY 40 FOR 3.9 MILES TO A SMALL SERVICE
 GH0722'STATION ON THE EAST SIDE OF THE ROAD, THENCE RIGHT (WEST) 0.5
 GH0722'MILE, THENCE RIGHT (NORTH) FOR 0.25 MILE, THENCE LEFT (WEST)
 GH0722'0.5 MILE AND THEN LEFT (SOUTH) FOR 0.35 MILE, THENCE RIGHT
 GH0722'(WEST) PASSING THE CURTIS HOME, FOR 0.25 MILE TO TOP OF HILL AND
 GH0722'STATION.
 GH0722'
 GH0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0722'BRONZE DISKS IN CONCRETE.
 GH0722'
 GH0722'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GH0722
 GH0722                          STATION RECOVERY (1954)
 GH0722
 GH0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0722'THE STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1938 AND
 GH0722'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 GH0722'
 GH0722'ADDITIONAL NOTES FOLLOW-
 GH0722'
 GH0722'REACHED FROM THE POST OFFICE IN PERKINS BY GOING NORTH ON STATE
 GH0722'HIGHWAY 40 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 33.
 GH0722'GO WEST ON HIGHWAYS 33 AND 40 FOR 0.9 MILE.  TURN RIGHT, NORTH, AND
 GH0722'GO 4.9 MILES ON HIGHWAY 40 TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 GH0722'AND GO 1.0 MILE TO A CROSS ROADS.  TURN RIGHT, NORTH, AND GO 0.4
 GH0722'MILE TO A LANE AND GATE ON THE LEFT.  (THE AZIMUTH MARK IS 0.3
 GH0722'MILE NORTH OF THIS POINT ON THE WEST SIDE OF THE ROAD).  TURN
 GH0722'LEFT, WEST, AND GO 0.2 MILE TO THE SUMMIT OF A KNOLL AND
 GH0722'STATION.
 GH0722'
 GH0722'HEIGHT OF LIGHT ABOVE MARK 22 METERS.
 GH0722
 GH0722                          STATION RECOVERY (1970)
 GH0722
 GH0722'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (RNS)
 GH0722'THE STA. MONUMENT AND REFERENCES WERE IN GOOD CONDITION AND
 GH0722'EASILY RECOVERED FROM THE PUBLISHED DESCRIPTIONS.  GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0659 ***********************************************************************
 GJ0659  DESIGNATION -  CURTIS
 GJ0659  PID         -  GJ0659
 GJ0659  STATE/COUNTY-  OK/WOODWARD
 GJ0659  COUNTRY     -  US
 GJ0659  USGS QUAD   -  QUINLAN (2018)
 GJ0659
 GJ0659                         *CURRENT SURVEY CONTROL
 GJ0659  ______________________________________________________________________
 GJ0659* NAD 83(1993) POSITION- 36 25 58.06483(N) 099 06 58.39640(W)   ADJUSTED
 GJ0659* NAVD 88 ORTHO HEIGHT -   605.    (meters)     1985.    (feet) SCALED
 GJ0659  ______________________________________________________________________
 GJ0659  GEOID HEIGHT    -        -28.108 (meters)                     GEOID18
 GJ0659  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 GJ0659  HORZ ORDER      -  SECOND
 GJ0659
 GJ0659.The horizontal coordinates were established by classical geodetic methods
 GJ0659.and adjusted by the National Geodetic Survey in November 1994.
 GJ0659
 GJ0659.The orthometric height was scaled from a topographic map.
 GJ0659
 GJ0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0659.GEOID18 height accuracy estimate available here.
 GJ0659
 GJ0659.Click photographs - Photos may exist for this station.
 GJ0659
 GJ0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0659
 GJ0659. The following values were computed from the NAD 83(1993) position.
 GJ0659
 GJ0659;                    North         East     Units Scale Factor Converg.
 GJ0659;SPC OK N     -   159,549.751   499,916.761   MT  0.99995610   -0 39 31.4
 GJ0659;SPC OK N     -   523,456.14  1,640,143.57   sFT  0.99995610   -0 39 31.4
 GJ0659;UTM  14      - 4,031,959.845   489,582.788   MT  0.99960134   -0 04 08.5
 GJ0659
 GJ0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0659!SPC OK N     -   0.99990943  x   0.99995610  =   0.99986554
 GJ0659!UTM  14      -   0.99990943  x   0.99960134  =   0.99951081
 GJ0659
 GJ0659:                Primary Azimuth Mark                     Grid Az
 GJ0659:SPC OK N     -  CURTIS AZ MK                             186 38 00.0
 GJ0659:UTM  14      -  CURTIS AZ MK                             186 02 37.1
 GJ0659
 GJ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8958231959(NAD 83)
 GJ0659
 GJ0659|---------------------------------------------------------------------|
 GJ0659| PID    Reference Object                     Distance      Geod. Az  |
 GJ0659|                                                           dddmmss.s |
 GJ0659| GJ0658 MOORELAND MICROWAVE RELAY MAST      APPROX. 0.5 KM 0510601.3 |
 GJ0659| CK8462 CURTIS RM 1                          19.809 METERS 11149     |
 GJ0659| CK8461 CURTIS AZ MK                                       1855828.6 |
 GJ0659| CK8463 CURTIS RM 2                          18.809 METERS 20141     |
 GJ0659| GJ0666 MOORELAND WEST ELEC PWR TK          APPROX. 9.9 KM 2730946.1 |
 GJ0659| GJ0664 MOORELAND FARMERS CO OP ELEV        APPROX. 8.1 KM 2754527.5 |
 GJ0659| GJ0663 MOORELAND MUNICIPAL WATER TANK      APPROX. 7.9 KM 2762954.4 |
 GJ0659|---------------------------------------------------------------------|
 GJ0659
 GJ0659                          SUPERSEDED SURVEY CONTROL
 GJ0659
 GJ0659  NAD 83(1986)-  36 25 58.06919(N)    099 06 58.38384(W) AD(       ) 2
 GJ0659  NAD 27      -  36 25 57.93880(N)    099 06 57.02304(W) AD(       ) 2
 GJ0659
 GJ0659.Superseded values are not recommended for survey control.
 GJ0659
 GJ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0659.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0659
 GJ0659_MARKER: DS = TRIANGULATION STATION DISK
 GJ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0659_STAMPING: CURTIS 1963
 GJ0659_MARK LOGO: CGS
 GJ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0659+STABILITY: SURFACE MOTION
 GJ0659
 GJ0659  HISTORY     - Date     Condition        Report By
 GJ0659  HISTORY     - 1963     MONUMENTED       CGS
 GJ0659
 GJ0659                          STATION DESCRIPTION
 GJ0659
 GJ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0659'THE STATION IS ABOUT 5 MILES EAST OF MOORELAND, ABOUT 0.1 MILE SOUTH
 GJ0659'OF STATE HIGHWAY 15, ON THE SUMMIT OF THE HIGHEST, BRUSH COVERED
 GJ0659'KNOLL, IN THE IMMEDIATE VICINITY AND IN PASTURE LAND OWNED BY M. K.
 GJ0659'ROBERTS WHO LIVES 3.6 MILES EAST OF THE STATION.
 GJ0659'
 GJ0659'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 50
 GJ0659'AT THE SOUTH EDGE OF MOORELAND, GO EAST ON STATE HIGHWAY 15 FOR
 GJ0659'4.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 GJ0659'1.0 MILE TO A TRACK ROAD ON THE LEFT AT A POWERLINE POLE.  TURN
 GJ0659'LEFT AND GO EAST FOR 0.15 MILE TO A GATE AND A WINDMILL ON THE
 GJ0659'LEFT.  TURN LEFT AND GO DUE NORTH, CROSS COUNTRY FOR 0.1 MILE
 GJ0659'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.75 MILE TO
 GJ0659'THE HIGHEST KNOLL IN THE VICINITY AND THE STATION.
 GJ0659'
 GJ0659'THE STATION MARK IS A STANDARD DISK, STAMPED CURTIS 1963, SET IN THE
 GJ0659'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0659'ABOUT 150 FEET SOUTH AND ABOUT 4 FEET LOWER THAN THE HIGHEST POINT
 GJ0659'OF THE KNOLL AND 3.0 FEET EAST OF A WITNESS POST.
 GJ0659'
 GJ0659'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CURTIS NO 1 1963, SET
 GJ0659'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GJ0659'IT IS ON THE EAST SLOPE OF THE KNOLL AND ABOUT 4 FEET LOWER THAN
 GJ0659'THE STATION.
 GJ0659'
 GJ0659'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CURTIS NO 2 1963, SET
 GJ0659'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0659'IT IS ON THE SOUTH SLOPE OF THE KNOLL AND ABOUT 2-1/2 FEET HIGHER
 GJ0659'THAN THE STATION.
 GJ0659'
 GJ0659'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CURTIS 1963, SET IN THE
 GJ0659'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0659'ON THE HIGHEST POINT OF A LOW KNOLL, ABOUT 100 YARDS NORTH OF THE
 GJ0659'WINDMILL AND 3.2 FEET WEST OF A WITNESS POST.
 GJ0659'
 GJ0659'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1301 ***********************************************************************
 FJ1301  DESIGNATION -  CUSHING
 FJ1301  PID         -  FJ1301
 FJ1301  STATE/COUNTY-  OK/PAYNE
 FJ1301  COUNTRY     -  US
 FJ1301  USGS QUAD   -  CUSHING (2018)
 FJ1301
 FJ1301                         *CURRENT SURVEY CONTROL
 FJ1301  ______________________________________________________________________
 FJ1301* NAD 83(1993) POSITION- 35 58 01.24083(N) 096 47 06.19142(W)   ADJUSTED
 FJ1301* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 FJ1301  ______________________________________________________________________
 FJ1301  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 FJ1301  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 FJ1301  HORZ ORDER      -  FIRST
 FJ1301
 FJ1301.The horizontal coordinates were established by classical geodetic methods
 FJ1301.and adjusted by the National Geodetic Survey in November 1994.
 FJ1301
 FJ1301.The orthometric height was scaled from a topographic map.
 FJ1301
 FJ1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1301.GEOID18 height accuracy estimate available here.
 FJ1301
 FJ1301.Click photographs - Photos may exist for this station.
 FJ1301
 FJ1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1301
 FJ1301. The following values were computed from the NAD 83(1993) position.
 FJ1301
 FJ1301;                    North         East     Units Scale Factor Converg.
 FJ1301;SPC OK N     -   107,978.037   709,581.515   MT  0.99995150   +0 43 01.2
 FJ1301;SPC OK N     -   354,257.94  2,328,018.69   sFT  0.99995150   +0 43 01.2
 FJ1301;UTM  14      - 3,982,557.559   699,726.561   MT  1.00009155   +1 18 04.7
 FJ1301
 FJ1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1301!SPC OK N     -   0.99995372  x   0.99995150  =   0.99990522
 FJ1301!UTM  14      -   0.99995372  x   1.00009155  =   1.00004526
 FJ1301
 FJ1301:                Primary Azimuth Mark                     Grid Az
 FJ1301:SPC OK N     -  CUSHING AZ MK                            155 55 07.3
 FJ1301:UTM  14      -  CUSHING AZ MK                            155 20 03.8
 FJ1301
 FJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9972682557(NAD 83)
 FJ1301
 FJ1301|---------------------------------------------------------------------|
 FJ1301| PID    Reference Object                     Distance      Geod. Az  |
 FJ1301|                                                           dddmmss.s |
 FJ1301| GH0977 CUSHING ELECTRONIC LAB RAD MST      APPROX. 3.8 KM 0010931.6 |
 FJ1301| FJ1302 TT 32 Y                               8.792 METERS 01112     |
 FJ1301| GH0972 YALE MUNICIPAL TANK                 APPROX.17.5 KM 0222633.0 |
 FJ1301| FJ1298 CUSHING HALLIBURTON MAST            APPROX. 3.2 KM 0273109.7 |
 FJ1301| FJ1297 CUSHING ST PAUL CATH CH SPIRE       APPROX. 2.3 KM 0425653.4 |
 FJ1301| GH0969 OILTON MUNICIPAL TANK               APPROX.21.7 KM 0524921.6 |
 FJ1301| FJ1252 DRUMRIGHT MUNICIPAL TANK            APPROX.16.6 KM 0820704.9 |
 FJ1301| FJ1253 SHAMROCK MUNICIPAL TANK             APPROX.19.7 KM 1083104.3 |
 FJ1301| CI0686 CUSHING AZ MK                                      1563808.5 |
 FJ1301| FJ1295 SHELL PIPELINE MAST 1               APPROX. 8.9 KM 1814953.6 |
 FJ1301| CI0687 CUSHING RM 1                          9.995 METERS 27154     |
 FJ1301| CI0688 CUSHING RM 2                          9.298 METERS 35939     |
 FJ1301|---------------------------------------------------------------------|
 FJ1301
 FJ1301                          SUPERSEDED SURVEY CONTROL
 FJ1301
 FJ1301  NAD 83(1986)-  35 58 01.25287(N)    096 47 06.17302(W) AD(       ) 1
 FJ1301  NAD 27      -  35 58 01.02173(N)    096 47 05.07950(W) AD(       ) 1
 FJ1301
 FJ1301.Superseded values are not recommended for survey control.
 FJ1301
 FJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1301.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1301
 FJ1301_MARKER: DS = TRIANGULATION STATION DISK
 FJ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1301_STAMPING: CUSHING 1935
 FJ1301_MARK LOGO: CGS
 FJ1301_PROJECTION: PROJECTING 30 CENTIMETERS
 FJ1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1301+STABILITY: SURFACE MOTION
 FJ1301
 FJ1301  HISTORY     - Date     Condition        Report By
 FJ1301  HISTORY     - 1935     MONUMENTED       CGS
 FJ1301  HISTORY     - 1954     GOOD             CGS
 FJ1301  HISTORY     - 1968     GOOD             CGS
 FJ1301  HISTORY     - 19740401 GOOD             USGS
 FJ1301  HISTORY     - 20180314 GOOD             MCA
 FJ1301
 FJ1301                          STATION DESCRIPTION
 FJ1301
 FJ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1301'STATION IS LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST
 FJ1301'QUARTER OF SECTION 8, T. 17 N., R. 5 E., ON A HIGH KNOLL IN
 FJ1301'PASTURE LAND, ABOUT 1 MILE SOUTHWEST OF CUSHING.  MARK IS SET
 FJ1301'38 FEET WEST OF CENTER LINE OF ROAD, 8 FEET WEST OF NORTH-SOUTH
 FJ1301'FENCE LINE.
 FJ1301'
 FJ1301'REACHED FROM AMBASSADOR HOTEL, ON MAIN BUSINESS STREET IN
 FJ1301'CUSHING BY GOING SOUTH ON PAVED STREET TO ITS END BY SANTA
 FJ1301'FE RAILROAD UNDERPASS, TURN RIGHT, WEST, AND GO WEST UNDER
 FJ1301'THE UNDERPASS FOR 0.8 MILE TO CROSS ROAD, TURN LEFT, SOUTH,
 FJ1301'AND GO FOR 0.2 MILE TO TOP OF HILL AND STATION ON WEST SIDE
 FJ1301'OF ROAD.
 FJ1301'
 FJ1301'A TIE WAS MADE AND DIRECTION OBSERVED TO U.S.G.S. TRIANGULATION
 FJ1301'TRAVERSE STATION NO. 32Y, 1927.
 FJ1301'
 FJ1301'REFERENCE MARK NO. 1 IS 71 FEET WEST OF CENTER LINE OF ROAD, 41
 FJ1301'FEET WEST OF NORTH-SOUTH FENCE.
 FJ1301'
 FJ1301'REFERENCE MARK NO. 2 IS 37 FEET WEST OF CENTER LINE OF ROAD, 7
 FJ1301'FEET WEST OF NORTH-SOUTH FENCE.
 FJ1301'
 FJ1301'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 FJ1301'IS 43.87 FEET (13.372 METERS).  DISTANCE TO U.S.G.S. TRIANGULATION
 FJ1301'TRAVERSE STATION NO. 32Y, 1927, IS 28.71 FEET (8.750 METERS).
 FJ1301'
 FJ1301'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF STATION, SET IN
 FJ1301'FENCE LINE, 20 FEET NORTH OF CENTER LINE OF ROAD.  TO REACH FROM
 FJ1301'STATION, GO SOUTH 0.7 MILE, THENCE LEFT, EAST, FOR 0.3 MILE
 FJ1301'TO MARK ON NORTH SIDE OF ROAD.
 FJ1301'
 FJ1301'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1301'AS DESCRIBED.  ALL
 FJ1301'MARKS PROJECT ABOUT 10 INCHES.
 FJ1301'
 FJ1301'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 FJ1301
 FJ1301                          STATION RECOVERY (1954)
 FJ1301
 FJ1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1301'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1935
 FJ1301'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FJ1301'
 FJ1301'A DISCREPANCY OF 0.042 METERS WAS FOUND IN THE MEASUREMENT TO
 FJ1301'TT STATION NO. 32 Y 1927 USGS.
 FJ1301'
 FJ1301'A COMPLETE DESCRIPTION FOLLOWS-
 FJ1301'
 FJ1301'THE STATION IS LOCATED AT THE EASTERN EDGE OF A PASTURE OWNED
 FJ1301'BY MR. ROY FILMORE.  IT IS 1.5 MILES SOUTHWEST OF CUSHING AND
 FJ1301'1.0 MILE SOUTH OF STATE HIGHWAY NO. 33.
 FJ1301'
 FJ1301'REACHED FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF CLEVELAND
 FJ1301'STREET AND MOSES STREET IN CUSHING BY GOING WEST ON MOSES STREET
 FJ1301'(STATE HIGHWAY 33) FOR 0.7 MILE TO A CROSS ROAD.  TURN LEFT,
 FJ1301'SOUTH, AND GO 0.45 MILE TO A FORK.  TAKE THE LEFT ROAD AND
 FJ1301'CONTINUE SOUTHERLY FOR 0.5 MILE TO THE TOP OF A RISE AND
 FJ1301'THE STATION ON THE RIGHT.
 FJ1301'
 FJ1301'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.25
 FJ1301'MILE TO A CROSS ROAD.  TURN RIGHT AND GO EAST FOR 1.0 MILE TO
 FJ1301'A CROSS ROAD.  TURN RIGHT, SOUTH, AND GO 0.7 MILE TO A SIDE
 FJ1301'ROAD RIGHT.  TURN RIGHT, WEST, PASSING THROUGH A GATE, AND GO
 FJ1301'0.4 MILE TO A FORK.  TAKE THE RIGHT ROAD AND GO 0.1 MILE TO A
 FJ1301'LOCKED GATE.  PASS THROUGH THE GATE AND FOLLOW A FIELD ROAD
 FJ1301'NORTH AND WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FJ1301'
 FJ1301'THE STATION MARK IS 35 FEET WEST OF THE APPROXIMATE CENTER
 FJ1301'OF A GRADED ROAD, 4 FEET WEST OF A FENCE, AND PROJECTS 8
 FJ1301'INCHES.  THE DISK IS STAMPED CUSHING 1935.
 FJ1301'
 FJ1301'REFERENCE MARK NO. 1, WEST OF THE STATION, IS 68 FEET WEST OF
 FJ1301'THE APPROXIMATE CENTER OF THE GRADED ROAD AND PROJECTS 5 INCHES.
 FJ1301'THE DISK IS STAMPED CUSHING NO 1 1935.
 FJ1301'
 FJ1301'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 35 FEET WEST
 FJ1301'OF THE APPROXIMATE CENTER OF THE GRADED ROAD AND PROJECTS
 FJ1301'6 INCHES.  THE DISK IS STAMPED CUSHING NO 2 1935.
 FJ1301'
 FJ1301'TT NO 32 Y 1927 USGS, NORTH OF THE STATION, IS 29 FEET WEST OF
 FJ1301'THE APPROXIMATE CENTER OF THE GRADED ROAD AND 2 FEET EAST
 FJ1301'OF THE FENCE.  THE DISK IS BRAZED TO A SECTION OF CAST IRON
 FJ1301'PIPE PROJECTING 4 INCHES AND STAMPED TT STATION NO 32 Y 1927.
 FJ1301'
 FJ1301'THE AZIMUTH MARK, APPROXIMATELY 0.8 MILE SOUTHEAST OF THE
 FJ1301'STATION, IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF A FIELD
 FJ1301'ROAD, 1 FOOT WEST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE,
 FJ1301'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED CUSHING AZI. 1935.
 FJ1301'
 FJ1301'NOTE- PROPERTY OWNED REFUSED PERMISSION TO ERECT TOWER OVER
 FJ1301'OLD STATION MARK.
 FJ1301'
 FJ1301'HEIGHT OF LIGHT ABOVE MARK 14 METERS.
 FJ1301
 FJ1301                          STATION RECOVERY (1968)
 FJ1301
 FJ1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1301'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 FJ1301'
 FJ1301'STATION WAS OCCUPIED AT THIS TIME FOR A GEODIMETER MEASUREMENT
 FJ1301'ONLY, HOWEVER THE REFERENCE MARKS WERE CHECKED FOR DISTANCE AND
 FJ1301'STAMPING.
 FJ1301'
 FJ1301'DISTANCE TO THE REFERENCE MARKS CHECKED ADEQUATELY.
 FJ1301'
 FJ1301'DESCRIPTION OF HOW TO REACH THE STATION CHECKED ADEQUATELY.
 FJ1301'
 FJ1301'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A
 FJ1301'MR. GENE FILMORE OF CUSHING, OKLAHOMA.
 FJ1301'
 FJ1301'MR. FILMORE HAS INFORMED US THAT HE INTENDS TO BUILD A NEW
 FJ1301'HOME AT THE STATION SITE IN THE NEAR FUTURE, POSSIBLY TWO
 FJ1301'YEARS AND THE STATION WILL THAN HAVE TO BE MOVED.
 FJ1301'
 FJ1301'DISTANCE TO REFERENCE MARK NUMBER 1 IS 32.78 FEET OR 9.992 METERS.
 FJ1301'
 FJ1301'DISTANCE TO REFERENCE MARK NUMBER 2 IS 30.46 FEET OR 9.286
 FJ1301'METERS.
 FJ1301'
 FJ1301'DISTANCE TO TT NO 32 Y (USGS) IS 28.86 FEET OR 8.798 METERS.
 FJ1301
 FJ1301                          STATION RECOVERY (1974)
 FJ1301
 FJ1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RRB)
 FJ1301'RECOVERED IN GOOD CONDITION.
 FJ1301
 FJ1301                          STATION RECOVERY (2018)
 FJ1301
 FJ1301'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ1301'THE REFERENCE MARKS AND AZIMUTH MARK WAS SEARCHED FOR, BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0977 ***********************************************************************
 GH0977  DESIGNATION -  CUSHING ELECTRONIC LAB RAD MST
 GH0977  PID         -  GH0977
 GH0977  STATE/COUNTY-  OK/PAYNE
 GH0977  COUNTRY     -  US
 GH0977  USGS QUAD   -  TWIN MOUNDS (2018)
 GH0977
 GH0977                         *CURRENT SURVEY CONTROL
 GH0977  ______________________________________________________________________
 GH0977* NAD 83(1993) POSITION- 36 00 05.39995(N) 096 47 03.10077(W)   ADJUSTED
 GH0977  ______________________________________________________________________
 GH0977  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 GH0977  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 GH0977  HORZ ORDER      -  THIRD
 GH0977
 GH0977.The horizontal coordinates were established by classical geodetic methods
 GH0977.and adjusted by the National Geodetic Survey in November 1994.
 GH0977
 GH0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0977.GEOID18 height accuracy estimate available here.
 GH0977
 GH0977.Click photographs - Photos may exist for this station.
 GH0977
 GH0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0977
 GH0977. The following values were computed from the NAD 83(1993) position.
 GH0977
 GH0977;                    North         East     Units Scale Factor Converg.
 GH0977;SPC OK N     -   111,805.332   709,611.026   MT  0.99994958   +0 43 03.0
 GH0977;SPC OK N     -   366,814.66  2,328,115.51   sFT  0.99994958   +0 43 03.0
 GH0977;UTM  14      - 3,986,385.496   699,717.002   MT  1.00009150   +1 18 10.4
 GH0977
 GH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9971786385(NAD 83)
 GH0977
 GH0977                          SUPERSEDED SURVEY CONTROL
 GH0977
 GH0977  NAD 83(1986)-  36 00 05.41178(N)    096 47 03.08263(W) AD(       ) 3
 GH0977  NAD 27      -  36 00 05.18690(N)    096 47 01.98883(W) AD(       ) 3
 GH0977
 GH0977.Superseded values are not recommended for survey control.
 GH0977
 GH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0977.See file dsdata.pdf to determine how the superseded data were derived.
 GH0977
 GH0977_MARKER: 42 = RADIO/TV MAST
 GH0977
 GH0977  HISTORY     - Date     Condition        Report By
 GH0977  HISTORY     - 1954     FIRST OBSERVED   CGS
 GH0977  HISTORY     - 20191122 GOOD             MCA
 GH0977
 GH0977                          STATION DESCRIPTION
 GH0977
 GH0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0977'THE STATION IS THE TOP OF A THREE SIDED STEEL TOWER, 200 FEET
 GH0977'HIGH, ABOUT 2 MILES NORTH-NORTHWEST OF CUSHING, ON LAND OWNED
 GH0977'BY MR. D.C. BROOKSHIRE.
 GH0977'
 GH0977'THE TOWER IS OWNED BY MR. C.F. HEBARD OF THE CUSHING ELECTRONIC
 GH0977'LAB. AND IS RENTED BY VARIOUS COMPANIES.
 GH0977
 GH0977                          STATION RECOVERY (2019)
 GH0977
 GH0977'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1298 ***********************************************************************
 FJ1298  DESIGNATION -  CUSHING HALLIBURTON MAST
 FJ1298  PID         -  FJ1298
 FJ1298  STATE/COUNTY-  OK/PAYNE
 FJ1298  COUNTRY     -  US
 FJ1298  USGS QUAD   -  CUSHING (2018)
 FJ1298
 FJ1298                         *CURRENT SURVEY CONTROL
 FJ1298  ______________________________________________________________________
 FJ1298* NAD 83(1993) POSITION- 35 59 32.11449(N) 096 46 07.93036(W)   ADJUSTED
 FJ1298  ______________________________________________________________________
 FJ1298  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 FJ1298  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 FJ1298  HORZ ORDER      -  THIRD
 FJ1298
 FJ1298.The horizontal coordinates were established by classical geodetic methods
 FJ1298.and adjusted by the National Geodetic Survey in November 1994.
 FJ1298
 FJ1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1298.GEOID18 height accuracy estimate available here.
 FJ1298
 FJ1298.Click photographs - Photos may exist for this station.
 FJ1298
 FJ1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1298
 FJ1298. The following values were computed from the NAD 83(1993) position.
 FJ1298
 FJ1298;                    North         East     Units Scale Factor Converg.
 FJ1298;SPC OK N     -   110,796.955   711,005.597   MT  0.99995006   +0 43 35.6
 FJ1298;SPC OK N     -   363,506.34  2,332,690.86   sFT  0.99995006   +0 43 35.6
 FJ1298;UTM  14      - 3,985,391.271   701,122.005   MT  1.00009844   +1 18 41.8
 FJ1298
 FJ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0112285391(NAD 83)
 FJ1298
 FJ1298                          SUPERSEDED SURVEY CONTROL
 FJ1298
 FJ1298  NAD 83(1986)-  35 59 32.12654(N)    096 46 07.91219(W) AD(       ) 3
 FJ1298  NAD 27      -  35 59 31.89580(N)    096 46 06.81981(W) AD(       ) 3
 FJ1298
 FJ1298.Superseded values are not recommended for survey control.
 FJ1298
 FJ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1298.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1298
 FJ1298_MARKER: 42 = RADIO/TV MAST
 FJ1298
 FJ1298  HISTORY     - Date     Condition        Report By
 FJ1298  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1298
 FJ1298                          STATION DESCRIPTION
 FJ1298
 FJ1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1298'THE STATION IS THE TOP OF A THREE SIDED STEEL MAST, 280 FEET
 FJ1298'HIGH, AND PAINTED RED AND WHITE.  IT IS AT THE NORTHEAST EDGE OF
 FJ1298'CUSHING, ON THE WEST SIDE OF STATE HIGHWAY 18, IN YARD BETWEEN
 FJ1298'THE OFFICE AND SHOPS OF THE HALLIBURTON OIL WELL CEMENTING CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1297 ***********************************************************************
 FJ1297  DESIGNATION -  CUSHING ST PAUL CATH CH SPIRE
 FJ1297  PID         -  FJ1297
 FJ1297  STATE/COUNTY-  OK/PAYNE
 FJ1297  COUNTRY     -  US
 FJ1297  USGS QUAD   -  CUSHING (2018)
 FJ1297
 FJ1297                         *CURRENT SURVEY CONTROL
 FJ1297  ______________________________________________________________________
 FJ1297* NAD 83(1993) POSITION- 35 58 54.94736(N) 096 46 04.67930(W)   ADJUSTED
 FJ1297  ______________________________________________________________________
 FJ1297  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 FJ1297  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 FJ1297  HORZ ORDER      -  THIRD
 FJ1297
 FJ1297.The horizontal coordinates were established by classical geodetic methods
 FJ1297.and adjusted by the National Geodetic Survey in November 1994.
 FJ1297
 FJ1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1297.GEOID18 height accuracy estimate available here.
 FJ1297
 FJ1297.Click photographs - Photos may exist for this station.
 FJ1297
 FJ1297.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1297
 FJ1297. The following values were computed from the NAD 83(1993) position.
 FJ1297
 FJ1297;                    North         East     Units Scale Factor Converg.
 FJ1297;SPC OK N     -   109,652.576   711,101.555   MT  0.99995062   +0 43 37.5
 FJ1297;SPC OK N     -   359,751.83  2,333,005.69   sFT  0.99995062   +0 43 37.5
 FJ1297;UTM  14      - 3,984,247.762   701,229.655   MT  1.00009898   +1 18 42.6
 FJ1297
 FJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0122984247(NAD 83)
 FJ1297
 FJ1297                          SUPERSEDED SURVEY CONTROL
 FJ1297
 FJ1297  NAD 83(1986)-  35 58 54.95967(N)    096 46 04.66089(W) AD(       ) 3
 FJ1297  NAD 27      -  35 58 54.73000(N)    096 46 03.56700(W) AD(       ) 3
 FJ1297
 FJ1297.Superseded values are not recommended for survey control.
 FJ1297
 FJ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1297.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1297
 FJ1297_MARKER: 90 = CHURCH SPIRE
 FJ1297
 FJ1297  HISTORY     - Date     Condition        Report By
 FJ1297  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1297
 FJ1297                          STATION DESCRIPTION
 FJ1297
 FJ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1297'POINT OBSERVED UPON IS TIP OF SPIRE OF SAINT PETERS AND
 FJ1297'PAULS CATHOLIC CHURCH.  RED BRICK BUILDING WITH SPIRE AND
 FJ1297'CROSS ATOP, ABOUT 40 FEET HIGH, LOCATED ON SOUTHWEST CORNER
 FJ1297'OF OAK AND LITTLE STREETS IN CUSHING.
 FJ1297'
 FJ1297'OBSERVED UPON FROM STATIONS CUSHING, TWIN AND HARRIS LAPLACE
 FJ1297'AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1316 ***********************************************************************
 FJ1316  DESIGNATION -  CUSHPORT
 FJ1316  PID         -  FJ1316
 FJ1316  STATE/COUNTY-  OK/PAYNE
 FJ1316  COUNTRY     -  US
 FJ1316  USGS QUAD   -  CUSHING (2018)
 FJ1316
 FJ1316                         *CURRENT SURVEY CONTROL
 FJ1316  ______________________________________________________________________
 FJ1316* NAD 83(1993) POSITION- 35 57 02.25498(N) 096 46 10.55058(W)   ADJUSTED
 FJ1316* NAD 83(1993) ELLIP HT-   245.741 (meters)        (11/28/94)   ADJUSTED
 FJ1316* NAVD 88 ORTHO HEIGHT -   273.8   (meters)      898.    (feet) VERTCON3
 FJ1316  ______________________________________________________________________
 FJ1316  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 FJ1316  NAD 83(1993) X  -   -609,355.545 (meters)                     COMP
 FJ1316  NAD 83(1993) Y  - -5,133,375.786 (meters)                     COMP
 FJ1316  NAD 83(1993) Z  -  3,723,902.422 (meters)                     COMP
 FJ1316  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 FJ1316  HORZ ORDER      -  SECOND
 FJ1316  ELLP ORDER      -  FIFTH     CLASS I
 FJ1316
 FJ1316.This mark is at Cushing Airport (CUH)
 FJ1316
 FJ1316.The horizontal coordinates were established by GPS observations
 FJ1316.and adjusted by the National Geodetic Survey in November 1994.
 FJ1316
 FJ1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1316
 FJ1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1316.GEOID18 height accuracy estimate available here.
 FJ1316
 FJ1316.Click photographs - Photos may exist for this station.
 FJ1316
 FJ1316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1316
 FJ1316.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1316
 FJ1316.The ellipsoidal height was determined by GPS observations
 FJ1316.and is referenced to NAD 83.
 FJ1316
 FJ1316. The following values were computed from the NAD 83(1993) position.
 FJ1316
 FJ1316;                    North         East     Units Scale Factor Converg.
 FJ1316;SPC OK N     -   106,177.780   710,998.507   MT  0.99995253   +0 43 34.0
 FJ1316;SPC OK N     -   348,351.60  2,332,667.60   sFT  0.99995253   +0 43 34.0
 FJ1316;UTM  14      - 3,980,771.584   701,162.035   MT  1.00009865   +1 18 35.6
 FJ1316
 FJ1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1316!SPC OK N     -   0.99996143  x   0.99995253  =   0.99991396
 FJ1316!UTM  14      -   0.99996143  x   1.00009865  =   1.00006008
 FJ1316
 FJ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0116280771(NAD 83)
 FJ1316
 FJ1316                          SUPERSEDED SURVEY CONTROL
 FJ1316
 FJ1316  NAD 83(1986)-  35 57 02.26436(N)    096 46 10.54939(W) AD(       ) 2
 FJ1316  NGVD 29 (11/30/89)  273.7    (m)  RAPSU86  model used  GPS OBS        
 FJ1316
 FJ1316.Superseded values are not recommended for survey control.
 FJ1316
 FJ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1316.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1316
 FJ1316_MARKER: I = METAL ROD
 FJ1316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1316_STAMPING: CUSHPORT 1989
 FJ1316_MARK LOGO: NGS
 FJ1316_PROJECTION: FLUSH
 FJ1316_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1316+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 FJ1316_ROD/PIPE-DEPTH: 3.7 meters
 FJ1316_SLEEVE-DEPTH  : 1.0 meters
 FJ1316
 FJ1316  HISTORY     - Date     Condition        Report By
 FJ1316  HISTORY     - 1989     MONUMENTED       NGS
 FJ1316  HISTORY     - 20040401 GOOD             INDIV
 FJ1316
 FJ1316                          STATION DESCRIPTION
 FJ1316
 FJ1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1316'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTH OF CUSHING, AT THE
 FJ1316'CUSHING MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF THE NORTHERN
 FJ1316'MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY AND THE PARALLEL
 FJ1316'TAXIWAY.  OWNERSHIP---CITY OF CUSHING, C/O AIRPORT MANAGER BILL
 FJ1316'REMINGTON, P. O. BOX 1469, CUSHING OK 74023. PHONE (918) 225-4224.
 FJ1316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 33 AND
 FJ1316'LITTLE AVENUE IN NORTH CUSHING, GO SOUTH FOR 2.8 KM (1.75 MI) ON
 FJ1316'LITTLE AVENUE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY
 FJ1316'FOR 1.0 KM (0.60 MI) ON AIRPORT DRIVE TO A PAVED ROAD LEFT.  TURN LEFT
 FJ1316'AND GO EAST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD AND ACROSS APRON,
 FJ1316'PASSING BETWEEN TWO HANGARS AND THROUGH A GATE TO A PARALLEL TAXIWAY.
 FJ1316'TURN RIGHT AND GO SOUTHWEST THEN SOUTHEAST FOR 0.3 KM (0.20 MI) ON THE
 FJ1316'PARALLEL TAXIWAY TO A CONNECTING TAXIWAY.  TURN LEFT AND GO EAST FOR
 FJ1316'0.3 KM (0.20 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT
 FJ1316'JUST BEFORE THE PAVED RUNWAY.
 FJ1316'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1316'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.7 METERS IN A GREASE
 FJ1316'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1316'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1316'23.4 M (76.8 FT) NORTHWEST FROM THE JUNCTION OF THE CENTER OF THE
 FJ1316'CONNECTING TAXIWAY AND THE WEST EDGE OF THE RUNWAY, 19.1 M (62.7 FT)
 FJ1316'WEST FROM THE WEST EDGE OF THE RUNWAY, AND 5.3 M (17.4 FT) NORTH FROM
 FJ1316'THE CURVING NORTH EDGE OF A CONCRETE SHOULDER FOR THE CONNECTING
 FJ1316'TAXIWAY.
 FJ1316'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1316
 FJ1316                          STATION RECOVERY (2004)
 FJ1316
 FJ1316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MGG)
 FJ1316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1317 ***********************************************************************
 FJ1317  DESIGNATION -  CUSHPORT AZ MK
 FJ1317  PID         -  FJ1317
 FJ1317  STATE/COUNTY-  OK/PAYNE
 FJ1317  COUNTRY     -  US
 FJ1317  USGS QUAD   -  CUSHING (2018)
 FJ1317
 FJ1317                         *CURRENT SURVEY CONTROL
 FJ1317  ______________________________________________________________________
 FJ1317* NAD 83(1993) POSITION- 35 57 25.40487(N) 096 46 11.25083(W)   ADJUSTED
 FJ1317* NAD 83(1993) ELLIP HT-   249.494 (meters)        (11/28/94)   ADJUSTED
 FJ1317* NAVD 88 ORTHO HEIGHT -   277.8   (meters)      911.    (feet) VERTCON3
 FJ1317  ______________________________________________________________________
 FJ1317  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 FJ1317  NAD 83(1993) X  -   -609,323.945 (meters)                     COMP
 FJ1317  NAD 83(1993) Y  - -5,132,960.708 (meters)                     COMP
 FJ1317  NAD 83(1993) Z  -  3,724,482.235 (meters)                     COMP
 FJ1317  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 FJ1317  HORZ ORDER      -  SECOND
 FJ1317  ELLP ORDER      -  FIFTH     CLASS I
 FJ1317
 FJ1317.This mark is at Cushing Airport (CUH)
 FJ1317
 FJ1317.The horizontal coordinates were established by GPS observations
 FJ1317.and adjusted by the National Geodetic Survey in November 1994.
 FJ1317
 FJ1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1317
 FJ1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1317.GEOID18 height accuracy estimate available here.
 FJ1317
 FJ1317.Click photographs - Photos may exist for this station.
 FJ1317
 FJ1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1317
 FJ1317.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1317
 FJ1317.The ellipsoidal height was determined by GPS observations
 FJ1317.and is referenced to NAD 83.
 FJ1317
 FJ1317. The following values were computed from the NAD 83(1993) position.
 FJ1317
 FJ1317;                    North         East     Units Scale Factor Converg.
 FJ1317;SPC OK N     -   106,890.985   710,971.920   MT  0.99995211   +0 43 33.6
 FJ1317;SPC OK N     -   350,691.51  2,332,580.37   sFT  0.99995211   +0 43 33.6
 FJ1317;UTM  14      - 3,981,484.585   701,128.177   MT  1.00009848   +1 18 35.9
 FJ1317
 FJ1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1317!SPC OK N     -   0.99996084  x   0.99995211  =   0.99991296
 FJ1317!UTM  14      -   0.99996084  x   1.00009848  =   1.00005932
 FJ1317
 FJ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0112881484(NAD 83)
 FJ1317
 FJ1317                          SUPERSEDED SURVEY CONTROL
 FJ1317
 FJ1317  NAD 83(1986)-  35 57 25.41329(N)    096 46 11.24844(W) AD(       ) 2
 FJ1317  NGVD 29 (11/30/89)  277.7    (m)  RAPSU86  model used  GPS OBS        
 FJ1317
 FJ1317.Superseded values are not recommended for survey control.
 FJ1317
 FJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1317.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1317
 FJ1317_MARKER: I = METAL ROD
 FJ1317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1317_STAMPING: CUSHPORT AZ MK 1989
 FJ1317_MARK LOGO: NGS
 FJ1317_PROJECTION: FLUSH
 FJ1317_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1317+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1317_ROD/PIPE-DEPTH: 4.9 meters
 FJ1317_SLEEVE-DEPTH  : 1.0 meters
 FJ1317
 FJ1317  HISTORY     - Date     Condition        Report By
 FJ1317  HISTORY     - 1989     MONUMENTED       NGS
 FJ1317
 FJ1317                          STATION DESCRIPTION
 FJ1317
 FJ1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1317'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTH OF CUSHING, AT THE
 FJ1317'CUSHING MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF THE NORTHERN
 FJ1317'MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY AND A PARALLEL
 FJ1317'TAXIWAY.  OWNWERSHIP---CITY OF CUSHING, C/O AIRPORT MANAGER BILL
 FJ1317'REMINGTON, P. O. BOX 1469, CUSHING OK 74023. PHONE (918) 225-4224.
 FJ1317'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 33 AND
 FJ1317'LITTLE AVENUE IN NORTH CUSHING, GO SOUTH FOR 2.8 KM (1.75 MI) ON
 FJ1317'LITTLE AVENUE TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY
 FJ1317'FOR 1.0 KM (0.60 MI) ON AIRPORT DRIVE TO A PAVED ROAD LEFT.  TURN LEFT
 FJ1317'AND GO EAST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD AND ACROSS APRON,
 FJ1317'PASSING BETWEEN TWO HANGARS AND THROUGH A GATE, TO A PARALLEL TAXIWAY.
 FJ1317'TURN LEFT AND GO NORTHEASTERLY FOR 0.6 KM (0.35 MI) ON THE PARALLEL
 FJ1317'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE THE PAVED RUNWAY.
 FJ1317'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1317'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.9 METERS IN A GREASE
 FJ1317'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1317'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1317'50.7 M (166.3 FT) SOUTHWEST FROM THE CENTER OF THE NORTH END OF THE
 FJ1317'RUNWAY, 31.0 M (101.7 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, AND
 FJ1317'5.3 M (17.4 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE SHOULDER FOR
 FJ1317'THE PARALLEL TAXIWAY.
 FJ1317'DESCRIBED BY K.L. FANCHER   (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0560 ***********************************************************************
 FK0560  DESIGNATION -  CUSTER MUNICIPAL WATER TANK
 FK0560  PID         -  FK0560
 FK0560  STATE/COUNTY-  OK/CUSTER
 FK0560  COUNTRY     -  US
 FK0560  USGS QUAD   -  CUSTER CITY (2018)
 FK0560
 FK0560                         *CURRENT SURVEY CONTROL
 FK0560  ______________________________________________________________________
 FK0560* NAD 83(1993) POSITION- 35 39 58.93964(N) 098 53 21.45016(W)   ADJUSTED
 FK0560  ______________________________________________________________________
 FK0560  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 FK0560  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 FK0560  HORZ ORDER      -  THIRD
 FK0560
 FK0560.The horizontal coordinates were established by classical geodetic methods
 FK0560.and adjusted by the National Geodetic Survey in November 1994.
 FK0560
 FK0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0560.GEOID18 height accuracy estimate available here.
 FK0560
 FK0560.Click photographs - Photos may exist for this station.
 FK0560
 FK0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0560
 FK0560. The following values were computed from the NAD 83(1993) position.
 FK0560
 FK0560;                    North         East     Units Scale Factor Converg.
 FK0560;SPC OK N     -    74,304.686   519,484.280   MT  0.99998340   -0 31 29.3
 FK0560;SPC OK N     -   243,781.29  1,704,341.34   sFT  0.99998340   -0 31 29.3
 FK0560;UTM  14      - 3,946,950.919   510,019.734   MT  0.99960124   +0 03 52.4
 FK0560
 FK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1001946950(NAD 83)
 FK0560
 FK0560                          SUPERSEDED SURVEY CONTROL
 FK0560
 FK0560  NAD 83(1986)-  35 39 58.94358(N)    098 53 21.43706(W) AD(       ) 3
 FK0560  NAD 27      -  35 39 58.76169(N)    098 53 20.11723(W) AD(       ) 3
 FK0560
 FK0560.Superseded values are not recommended for survey control.
 FK0560
 FK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0560.See file dsdata.pdf to determine how the superseded data were derived.
 FK0560
 FK0560_MARKER: 53 = ELEVATED TANK
 FK0560
 FK0560  HISTORY     - Date     Condition        Report By
 FK0560  HISTORY     - 1935     FIRST OBSERVED   CGS
 FK0560
 FK0560                          STATION DESCRIPTION
 FK0560
 FK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0560'POINT OBSERVED ON IS FINIAL OF SILVER MUNICIPAL WATER TANK
 FK0560'(100 FEET) LOCATED 1/2 BLOCK SOUTH OF STATE HIGHWAY 33 IN
 FK0560'WEST PORTION OF TOWN.
 FK0560'
 FK0560'STATION OBSERVED UPON FROM BURGTORF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1083 ***********************************************************************
 FJ1083  DESIGNATION -  CUT
 FJ1083  PID         -  FJ1083
 FJ1083  STATE/COUNTY-  OK/LOGAN
 FJ1083  COUNTRY     -  US
 FJ1083  USGS QUAD   -  NAVINA (2018)
 FJ1083
 FJ1083                         *CURRENT SURVEY CONTROL
 FJ1083  ______________________________________________________________________
 FJ1083* NAD 83(1993) POSITION- 35 52 16.26171(N) 097 34 59.68386(W)   ADJUSTED
 FJ1083* NAVD 88 ORTHO HEIGHT -   319.    (meters)     1047.    (feet) SCALED
 FJ1083  ______________________________________________________________________
 FJ1083  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 FJ1083  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 FJ1083  HORZ ORDER      -  THIRD
 FJ1083
 FJ1083.The horizontal coordinates were established by classical geodetic methods
 FJ1083.and adjusted by the National Geodetic Survey in November 1994.
 FJ1083
 FJ1083.The orthometric height was scaled from a topographic map.
 FJ1083
 FJ1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1083.GEOID18 height accuracy estimate available here.
 FJ1083
 FJ1083.Click photographs - Photos may exist for this station.
 FJ1083
 FJ1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1083
 FJ1083. The following values were computed from the NAD 83(1993) position.
 FJ1083
 FJ1083;                    North         East     Units Scale Factor Converg.
 FJ1083;SPC OK N     -    96,740.851   637,635.466   MT  0.99995870   +0 14 45.4
 FJ1083;SPC OK N     -   317,390.61  2,091,975.69   sFT  0.99995870   +0 14 45.4
 FJ1083;UTM  14      - 3,970,587.702   627,900.168   MT  0.99980157   +0 49 49.0
 FJ1083
 FJ1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1083!SPC OK N     -   0.99995424  x   0.99995870  =   0.99991294
 FJ1083!UTM  14      -   0.99995424  x   0.99980157  =   0.99975582
 FJ1083
 FJ1083:                Primary Azimuth Mark                     Grid Az
 FJ1083:SPC OK N     -  CUT AZ MK                                272 11 34.7
 FJ1083:UTM  14      -  CUT AZ MK                                271 36 31.1
 FJ1083
 FJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2790070587(NAD 83)
 FJ1083
 FJ1083|---------------------------------------------------------------------|
 FJ1083| PID    Reference Object                     Distance      Geod. Az  |
 FJ1083|                                                           dddmmss.s |
 FJ1083| CL4996 CUT RM 1                             13.604 METERS 08954     |
 FJ1083| CL4998 CUT RM 3                             18.406 METERS 26942     |
 FJ1083| CL4997 CUT RM 2                             18.432 METERS 26951     |
 FJ1083| CL4995 CUT AZ MK                                          2722620.1 |
 FJ1083| FJ1090 CRESCENT CHANNEL 5 TV MAST          APPROX.15.8 KM 3201355.0 |
 FJ1083| FJ1080 CRESCENT MUNICIPAL TANK             APPROX. 9.2 KM 3523344.1 |
 FJ1083|---------------------------------------------------------------------|
 FJ1083
 FJ1083                          SUPERSEDED SURVEY CONTROL
 FJ1083
 FJ1083  NAD 83(1986)-  35 52 16.26804(N)    097 34 59.66789(W) AD(       ) 3
 FJ1083  NAD 27      -  35 52 16.10705(N)    097 34 58.51542(W) AD(       ) 3
 FJ1083
 FJ1083.Superseded values are not recommended for survey control.
 FJ1083
 FJ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1083.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1083
 FJ1083_MARKER: DS = TRIANGULATION STATION DISK
 FJ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1083_STAMPING: CUT 1954
 FJ1083_MARK LOGO: CGS
 FJ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1083+STABILITY: SURFACE MOTION
 FJ1083
 FJ1083  HISTORY     - Date     Condition        Report By
 FJ1083  HISTORY     - 1954     MONUMENTED       CGS
 FJ1083  HISTORY     - 1968     GOOD             CGS
 FJ1083  HISTORY     - 1968     GOOD             CGS
 FJ1083  HISTORY     - 1989     GOOD             USPSQD
 FJ1083
 FJ1083                          STATION DESCRIPTION
 FJ1083
 FJ1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1083'THE STATION IS IN THE NW1/4 OF SEC. 13, T 16 W., R 4 W AND
 FJ1083'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 33.  IT IS 9 MILES WEST
 FJ1083'AND 0.5 MILE SOUTH OF GUTHRIE, 5.75 MILES SOUTH AND 0.5 MILE
 FJ1083'EAST OF CRESCENT AND 0.1 MILE EAST OF THE JUNCTION OF STATE
 FJ1083'HIGHWAY 33 AND 74.
 FJ1083'
 FJ1083'TO REACH FROM CRESCENT POST OFFICE GO WEST FOR 0.05 MILE TO
 FJ1083'STATE HIGHWAY 74, TURN LEFT AND GO SOUTH ON HIGHWAY 74 FOR 5.5
 FJ1083'MILES TO THE JUNCTION OF STATE HIGHWAY 33, TURN LEFT AND
 FJ1083'GO EAST ON HIGHWAY 33 AND 74 FOR 0.15 MILE TO THE AZIMUTH
 FJ1083'MARK ON THE LEFT.  CONTINUE EAST ON HIGHWAY FOR 0.3 MILE TO
 FJ1083'WHERE HIGHWAY 74 TURNS SOUTH, CONTINUE EAST ON HIGHWAY 33
 FJ1083'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 FJ1083'
 FJ1083'THE STATION MARK, 59 FEET SOUTH OF CENTER LINE OF HIGHWAY 33,
 FJ1083'2.5 FEET NORTH OF FENCE LINE, 4 FEET EAST-NORTHEAST OF A
 FJ1083'WITNESS POST, PROJECTS 6 INCHES AND THE DISK IS STAMPED CUT 1954.
 FJ1083'
 FJ1083'REFERENCE MARK NO. 1, EAST OF STATION, IS 59.5 FEET SOUTH OF
 FJ1083'CENTER LINE OF HIGHWAY 33, 2 FEET NORTH OF FENCE LINE, AND
 FJ1083'PROJECTS 4 INCHES.  THE DISK IS STAMPED CUT NO 1 1954.
 FJ1083'
 FJ1083'REFERENCE MARK NO. 2, WEST OF STATION, IS 59 FEET SOUTH OF
 FJ1083'CENTER LINE OF HIGHWAY 33, 2 FEET NORTH OF FENCE LINE, AND
 FJ1083'PROJECTS 3 INCHES.  THE DISK IS STAMPED CUT NO 2 1954.
 FJ1083'
 FJ1083'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE WEST, IS 48 FEET
 FJ1083'NORTH OF CENTER LINE OF HIGHWAY 33 AND 74, 3 FEET EAST OF
 FJ1083'A WITNESS POST, 1 FOOT SOUTH OF FENCE LINE, AND PROJECTS
 FJ1083'4 INCHES.  THE DISK IS STAMPED CUT 1954.
 FJ1083
 FJ1083                          STATION RECOVERY (1968)
 FJ1083
 FJ1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JPA)
 FJ1083'CUT 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1083'
 FJ1083'CUT NO. 1 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1083'
 FJ1083'CUT NO. 2 1954, DESTROYED.
 FJ1083'
 FJ1083'CUT 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1083'
 FJ1083'REFERENCE MARK NO. 2 HAS THE TOP OF THE MONUMENT KNOCKED OFF
 FJ1083'BY MACHINERY, PART OF THE STEM OF THE BRASS CAP IS IN PLACE.
 FJ1083
 FJ1083                          STATION RECOVERY (1968)
 FJ1083
 FJ1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1083'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 FJ1083'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FJ1083'WAS RECOVERED BUT THE DISK WAS GONE FROM THE CONCRETE POST.
 FJ1083'THE DISTANCE AND DIRECTION TO THE MARKS WERE VERIFIED.
 FJ1083'
 FJ1083'REFERENCE MARK NO. 3 WAS SET.
 FJ1083'
 FJ1083'FOLLOWING IS A NEW DESCRIPTION.
 FJ1083'
 FJ1083'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT, GO SOUTH
 FJ1083'ON STATE HIGHWAY 74 FOR 5.6 MILES TO THE JUNCTION OF STATE
 FJ1083'HIGHWAY 33.  TURN LEFT AND GO EAST ON STATE HIGHWAY 33 FOR 0.15
 FJ1083'MILE TO THE STATION ON THE RIGHT.
 FJ1083'
 FJ1083'STATION MARK, A STANDARD DISK STAMPED CUT 1954, IS SET IN THE
 FJ1083'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 FJ1083'59 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 33 AND 2.5 FEET
 FJ1083'NORTH OF A FENCE AND A METAL WITNESS POST.  THE UNDERGROUND
 FJ1083'MARK WAS NOT INSPECTED.
 FJ1083'
 FJ1083'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUT NO. 1 1954,
 FJ1083'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FJ1083'4 INCHES.  IT IS 59.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 FJ1083'33 AND 2 FEET NORTH OF A FENCE.
 FJ1083'
 FJ1083'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CUT 1954 NO. 3
 FJ1083'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FJ1083'3 INCHES.  IT IS 59.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 FJ1083'33, 42 FEET EAST OF A FENCE CORNER POST, AND 2.5 FEET NORTH
 FJ1083'OF A FENCE.
 FJ1083'
 FJ1083'AZIMUTH MARK, A STANDARD DISK STAMPED CUT 1954, IS SET IN
 FJ1083'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FJ1083'IT IS 48 FEET NORTH OF THE CENTER OF STATE HIGHWAY 33, 2 FEET
 FJ1083'SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 FJ1083'
 FJ1083'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 FJ1083'HIGHWAY 33 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 FJ1083'
 FJ1083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-3/4
 FJ1083'MILE SOUTH OF CRESCENT.
 FJ1083
 FJ1083                          STATION RECOVERY (1989)
 FJ1083
 FJ1083'RECOVERY NOTE BY US POWER SQUADRON 1989 (CSF)
 FJ1083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0667 ***********************************************************************
 GJ0667  DESIGNATION -  CUT
 GJ0667  PID         -  GJ0667
 GJ0667  STATE/COUNTY-  OK/WOODWARD
 GJ0667  COUNTRY     -  US
 GJ0667  USGS QUAD   -  MUTUAL NE (2018)
 GJ0667
 GJ0667                         *CURRENT SURVEY CONTROL
 GJ0667  ______________________________________________________________________
 GJ0667* NAD 83(1993) POSITION- 36 12 35.62055(N) 099 04 03.63324(W)   ADJUSTED
 GJ0667* NAVD 88 ORTHO HEIGHT -   576.62  (+/-2cm)     1891.8   (feet) VERTCON3
 GJ0667  ______________________________________________________________________
 GJ0667  GEOID HEIGHT    -        -27.927 (meters)                     GEOID18
 GJ0667  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 GJ0667  HORZ ORDER      -  FIRST
 GJ0667  VERT ORDER      -  THIRD ? (See Below)
 GJ0667
 GJ0667.The horizontal coordinates were established by classical geodetic methods
 GJ0667.and adjusted by the National Geodetic Survey in November 1994.
 GJ0667
 GJ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0667
 GJ0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0667.GEOID18 height accuracy estimate available here.
 GJ0667
 GJ0667.The vertical order pertains to the NGVD 29 superseded value.
 GJ0667
 GJ0667.Click photographs - Photos may exist for this station.
 GJ0667
 GJ0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0667
 GJ0667. The following values were computed from the NAD 83(1993) position.
 GJ0667
 GJ0667;                    North         East     Units Scale Factor Converg.
 GJ0667;SPC OK N     -   134,769.314   503,997.294   MT  0.99994568   -0 37 48.3
 GJ0667;SPC OK N     -   442,155.66  1,653,531.12   sFT  0.99994568   -0 37 48.3
 GJ0667;UTM  14      - 4,007,231.363   493,916.736   MT  0.99960046   -0 02 23.9
 GJ0667
 GJ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0667!SPC OK N     -   0.99991389  x   0.99994568  =   0.99985958
 GJ0667!UTM  14      -   0.99991389  x   0.99960046  =   0.99951439
 GJ0667
 GJ0667:                Primary Azimuth Mark                     Grid Az
 GJ0667:SPC OK N     -  CUT AZ MK RESET                          111 54 21.5
 GJ0667:UTM  14      -  CUT AZ MK RESET                          111 18 57.1
 GJ0667
 GJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9391607231(NAD 83)
 GJ0667
 GJ0667|---------------------------------------------------------------------|
 GJ0667| PID    Reference Object                     Distance      Geod. Az  |
 GJ0667|                                                           dddmmss.s |
 GJ0667| CK8465 CUT AZ MK RESET                                    1111633.2 |
 GJ0667| CK8464 CUT AZ MK                                          1120808.1 |
 GJ0667| GJ0592 SEILING MUNICIPAL WATER TANK        APPROX.14.8 KM 1193948.7 |
 GJ0667| CK8466 CUT RM 1                             24.905 METERS 25812     |
 GJ0667| CK8467 CUT RM 2                             37.228 METERS 35653     |
 GJ0667|---------------------------------------------------------------------|
 GJ0667
 GJ0667                          SUPERSEDED SURVEY CONTROL
 GJ0667
 GJ0667  NAD 83(1986)-  36 12 35.62430(N)    099 04 03.62058(W) AD(       ) 1
 GJ0667  NAD 27      -  36 12 35.48107(N)    099 04 02.26296(W) AD(       ) 1
 GJ0667  NGVD 29 (07/19/86)  576.39   (m)         1891.0    (f) LEVELING    3  
 GJ0667
 GJ0667.Superseded values are not recommended for survey control.
 GJ0667
 GJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0667.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0667
 GJ0667_MARKER: DS = TRIANGULATION STATION DISK
 GJ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0667_STAMPING: CUT 1934
 GJ0667_MARK LOGO: CGS
 GJ0667_PROJECTION: FLUSH
 GJ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0667+STABILITY: SURFACE MOTION
 GJ0667
 GJ0667  HISTORY     - Date     Condition        Report By
 GJ0667  HISTORY     - 1934     MONUMENTED       CGS
 GJ0667  HISTORY     - 1937     GOOD             OKDH
 GJ0667  HISTORY     - 1963     GOOD             CGS
 GJ0667
 GJ0667                          STATION DESCRIPTION
 GJ0667
 GJ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0667'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 13, T. 20 N.,
 GJ0667'R. 18 W., ABOUT 0.3 MILE WEST OF THE EAST LINE AND ABOUT 50
 GJ0667'YARDS NORTH OF THE SECTION LINE OF THE ABOVE QUARTER SECTION AND
 GJ0667'ABOUT 100 YARDS SOUTH OF STATE HIGHWAY 270 WHERE IT PASSES
 GJ0667'THROUGH A DEEP CUT ABOUT 9-1/2 MILES NORTHWEST OF SEILING.
 GJ0667'MARK IS SET ON A HIGH KNOLL IN PASTURE LAND OWNED BY E.D. LARSON
 GJ0667'OF NEWKIRK, OKLAHOMA.  THE LAND IS LEASED BY MR. LOUIS SYMES.
 GJ0667'MARK IS SET.
 GJ0667'
 GJ0667'TO REACH STATION FROM POST OFFICE IN SEILING, GO NORTH AND
 GJ0667'NORTHWEST ON STATE HIGHWAY 270 FOR 9.6 MILES TO A DEEP CUT.
 GJ0667'STATION IS ON THE HIGHEST KNOLL IN THE VICINITY ABOUT 100 YARDS
 GJ0667'SOUTH OF THE CUT.
 GJ0667'
 GJ0667'REFERENCE MARK NO. 1 IS SET 135 FEET NORTH OF AN EAST-WEST
 GJ0667'FENCE.
 GJ0667'
 GJ0667'REFERENCE MARK NO. 2 IS SET 141 FEET SOUTH OF AN EAST-WEST
 GJ0667'FENCE.
 GJ0667'
 GJ0667'AZIMUTH MARK IS SET IN EAST-WEST FENCE LINE 35 FEET SOUTH OF
 GJ0667'CENTERLINE OF STATE HIGHWAY 270.
 GJ0667'
 GJ0667'TO REACH FROM STATION, GO EAST ON STATE HIGHWAY 270 FOR 1.2
 GJ0667'MILES TO MARK ON LEFT OF ROAD.
 GJ0667'
 GJ0667'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0667
 GJ0667                          STATION RECOVERY (1937)
 GJ0667
 GJ0667'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 GJ0667'IN NORTHEAST QUARTER SEC. 28, T. 20 N., R. 17 W., 147 FEET
 GJ0667'NORTH AND 1440 FEET WEST OF SOUTHEAST CORNER OF QUARTER SECTION.
 GJ0667
 GJ0667                          STATION RECOVERY (1963)
 GJ0667
 GJ0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0667'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 GJ0667'AZIMUTH MARK WAS SEARCHED FOR AND WAS NOT RECOVERED.  A NEW
 GJ0667'AZIMUTH MARK WAS ESTABLISHED AND ADDITIONAL MEASUREMENTS WERE
 GJ0667'MADE.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0667'
 GJ0667'THE STATION IS ABOUT 8 MILES WEST AND 4-1/4 MILES NORTH OF
 GJ0667'SEILING, 4-1/2 MILES NORTH AND 1-1/2 MILES EAST OF CESTOS,
 GJ0667'ON THE HIGHEST POINT OF A PROMINENT KNOLL, IN PASTURE LAND OWNED
 GJ0667'BY CLARA SYMES.
 GJ0667'
 GJ0667'TO REACH THE STATION FROM THE POST OFFICE IN SEILING, GO NORTH AND
 GJ0667'NORTHWEST ON U.S. HIGHWAY 270 AND STATE HIGHWAY 3 FOR 8.3 MILES TO
 GJ0667'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY FOR
 GJ0667'0.9 OF A MILE TO A CROSSROADS.  CONTINUE NORTHWESTERLY FOR
 GJ0667'0.05 MILE TO A GATE AND A WINDMILL ON THE LEFT.  TURN LEFT, PASS
 GJ0667'THROUGH THE GATE AND GO WEST ALONG THE SOUTH SIDE OF A FENCE
 GJ0667'FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 GJ0667'
 GJ0667'THE STATION MARK IS A STANDARD DISK, STAMPED CUT 1934, SET IN THE
 GJ0667'TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH WITH THE
 GJ0667'GROUND.  IT IS 6.2 FEET SOUTH OF A WITNESS POST, 261 FEET
 GJ0667'SOUTHWEST OF A POWERLINE POLE, 297 FEET SOUTH AND 25 FEET
 GJ0667'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 160 FEET NORTH OF AN
 GJ0667'EAST-WEST FENCE AND 249 FEET SOUTH OF A SOUTH RIGHT-OF-WAY
 GJ0667'FENCE.
 GJ0667'
 GJ0667'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1934,
 GJ0667'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0667'PROJECTING 4 INCHES.  IT IS 137.0 FEET NORTH OF THE EAST-WEST
 GJ0667'FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0667'
 GJ0667'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT NO 2 1934,
 GJ0667'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER.  IT
 GJ0667'IS 193 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 198 FEET WEST
 GJ0667'OF THE POWERLINE POLE, 141 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 GJ0667'FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0667'
 GJ0667'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUT RESET 1934 1963,
 GJ0667'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0667'2 INCHES.  IT IS 6 FEET SOUTH OF A NORTH RIGHT-OF-WAY FENCE,
 GJ0667'2.2 FEET NORTH OF A WITNESS POST AND 50.9 FEET NORTH OF THE
 GJ0667'CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1318 ***********************************************************************
 FJ1318  DESIGNATION -  CUT
 FJ1318  PID         -  FJ1318
 FJ1318  STATE/COUNTY-  OK/LOGAN
 FJ1318  COUNTRY     -  US
 FJ1318  USGS QUAD   -  NAVINA (2018)
 FJ1318
 FJ1318                         *CURRENT SURVEY CONTROL
 FJ1318  ______________________________________________________________________
 FJ1318* NAD 83(1993) POSITION- 35 52 15.62003(N) 097 35 00.47880(W)   ADJUSTED
 FJ1318* NAD 83(1993) ELLIP HT-   290.732 (meters)        (11/28/94)   ADJUSTED
 FJ1318* NAVD 88 ORTHO HEIGHT -   318.3   (meters)     1044.    (feet) VERTCON3
 FJ1318  ______________________________________________________________________
 FJ1318  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 FJ1318  NAD 83(1993) X  -   -682,898.309 (meters)                     COMP
 FJ1318  NAD 83(1993) Y  - -5,129,375.171 (meters)                     COMP
 FJ1318  NAD 83(1993) Z  -  3,716,773.162 (meters)                     COMP
 FJ1318  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 FJ1318  HORZ ORDER      -  SECOND
 FJ1318  ELLP ORDER      -  FIFTH     CLASS I
 FJ1318
 FJ1318.The horizontal coordinates were established by GPS observations
 FJ1318.and adjusted by the National Geodetic Survey in November 1994.
 FJ1318
 FJ1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1318
 FJ1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1318.GEOID18 height accuracy estimate available here.
 FJ1318
 FJ1318.Click photographs - Photos may exist for this station.
 FJ1318
 FJ1318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1318
 FJ1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1318
 FJ1318.The ellipsoidal height was determined by GPS observations
 FJ1318.and is referenced to NAD 83.
 FJ1318
 FJ1318. The following values were computed from the NAD 83(1993) position.
 FJ1318
 FJ1318;                    North         East     Units Scale Factor Converg.
 FJ1318;SPC OK N     -    96,720.989   637,615.609   MT  0.99995872   +0 14 44.9
 FJ1318;SPC OK N     -   317,325.44  2,091,910.54   sFT  0.99995872   +0 14 44.9
 FJ1318;UTM  14      - 3,970,567.642   627,880.519   MT  0.99980151   +0 49 48.5
 FJ1318
 FJ1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1318!SPC OK N     -   0.99995437  x   0.99995872  =   0.99991309
 FJ1318!UTM  14      -   0.99995437  x   0.99980151  =   0.99975589
 FJ1318
 FJ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2788070567(NAD 83)
 FJ1318
 FJ1318                          SUPERSEDED SURVEY CONTROL
 FJ1318
 FJ1318  NAD 83(1986)-  35 52 15.62472(N)    097 35 00.46581(W) AD(       ) 2
 FJ1318  NGVD 29 (11/30/89)  318.2    (m)  RAPSU86  model used  GPS OBS        
 FJ1318
 FJ1318.Superseded values are not recommended for survey control.
 FJ1318
 FJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1318.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1318
 FJ1318_MARKER: DS = TRIANGULATION STATION DISK
 FJ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1318_STAMPING: CUT RESET DOT 1954 1978
 FJ1318_MARK LOGO: CGS
 FJ1318_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1318+STABILITY: SURFACE MOTION
 FJ1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1318+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 FJ1318
 FJ1318  HISTORY     - Date     Condition        Report By
 FJ1318  HISTORY     - 1978     MONUMENTED       OKDOT
 FJ1318  HISTORY     - 19890301 GOOD             NGS
 FJ1318  HISTORY     - 20120910 GOOD             INDIV
 FJ1318  HISTORY     - 20211201 GOOD             PROFLN
 FJ1318
 FJ1318                          STATION DESCRIPTION
 FJ1318
 FJ1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1318'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ1318'FOLLOWS.
 FJ1318'THE STATION IS LOCATED ABOUT 14.7 KM (9.15 MI) WEST OF GUTHRIE, 12.2
 FJ1318'KM (7.60 MI) NORTHEAST OF CASHION, AND 9.0 KM (5.60 MI) SOUTH OF
 FJ1318'CRESCENT.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FJ1318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 FJ1318'HIGHWAY 33 IN GUTHRIE, GO WEST ON HIGHWAY 33 FOR 14.7 KM (9.15 MI) TO
 FJ1318'THE STATION ON THE LEFT, ON TOP OF A CUTBANK, 0.2 KM (0.10 MI) EAST OF
 FJ1318'THE JUNCTION OF STATE HIGHWAY 74.
 FJ1318'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FJ1318'CONCRETE POST, THAT PROJECTS 15 CM ABOVE THE GROUND.  LOCATED 38.5 M
 FJ1318'(126.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.9 M (39.0 FT)
 FJ1318'EAST OF A UTILITY POLE, 7.0 M (23.0 FT) ABOVE THE HIGHWAY, AND 0.6 M
 FJ1318'(2.0 FT) NORTH OF A FENCE AND METAL WITNESS POST.
 FJ1318'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ1318
 FJ1318                          STATION RECOVERY (2012)
 FJ1318
 FJ1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JF)
 FJ1318'RECOVERED IN GOOD CONDITION.
 FJ1318
 FJ1318                          STATION RECOVERY (2021)
 FJ1318
 FJ1318'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JLT)
 FJ1318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0582 ***********************************************************************
 EM0582  DESIGNATION -  CYRIL
 EM0582  PID         -  EM0582
 EM0582  STATE/COUNTY-  OK/CADDO
 EM0582  COUNTRY     -  US
 EM0582  USGS QUAD   -  FLETCHER (2018)
 EM0582
 EM0582                         *CURRENT SURVEY CONTROL
 EM0582  ______________________________________________________________________
 EM0582* NAD 83(1993) POSITION- 34 51 28.37722(N) 098 14 06.72570(W)   ADJUSTED
 EM0582* NAVD 88 ORTHO HEIGHT -   425.4   (meters)     1396.    (feet) VERTCON3
 EM0582  ______________________________________________________________________
 EM0582  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 EM0582  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 EM0582  HORZ ORDER      -  THIRD
 EM0582
 EM0582.The horizontal coordinates were established by classical geodetic methods
 EM0582.and adjusted by the National Geodetic Survey in November 1994.
 EM0582
 EM0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0582
 EM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0582.GEOID18 height accuracy estimate available here.
 EM0582
 EM0582.Click photographs - Photos may exist for this station.
 EM0582
 EM0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0582
 EM0582. The following values were computed from the NAD 83(1993) position.
 EM0582
 EM0582;                    North         East     Units Scale Factor Converg.
 EM0582;SPC OK S     -   169,134.579   578,492.974   MT  0.99994731   -0 08 00.6
 EM0582;SPC OK S     -   554,902.36  1,897,939.03   sFT  0.99994731   -0 08 00.6
 EM0582;UTM  14      - 3,857,549.651   569,910.296   MT  0.99966024   +0 26 13.7
 EM0582
 EM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0582!SPC OK S     -   0.99993737  x   0.99994731  =   0.99988469
 EM0582!UTM  14      -   0.99993737  x   0.99966024  =   0.99959764
 EM0582
 EM0582:                Primary Azimuth Mark                     Grid Az
 EM0582:SPC OK S     -  FLETCHER MUNICIPAL TANK                  190 12 45.2
 EM0582:UTM  14      -  FLETCHER MUNICIPAL TANK                  189 38 30.9
 EM0582
 EM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6991057549(NAD 83)
 EM0582
 EM0582|---------------------------------------------------------------------|
 EM0582| PID    Reference Object                     Distance      Geod. Az  |
 EM0582|                                                           dddmmss.s |
 EM0582| EM0585 CYRIL MUNICIPAL TANK                APPROX. 5.1 KM 0334416.3 |
 EM0582| EM0580 TT 29 B 47                          167.458 METERS 11115     |
 EM0582| EM0579 FLETCHER MUNICIPAL TANK             APPROX. 3.6 KM 1900444.6 |
 EM0582| CX7047 CYRIL AZ MK                                        1951314.0 |
 EM0582| CX7048 CYRIL RM 2                           12.572 METERS 26749     |
 EM0582|---------------------------------------------------------------------|
 EM0582
 EM0582                          SUPERSEDED SURVEY CONTROL
 EM0582
 EM0582  NAD 83(1986)-  34 51 28.38314(N)    098 14 06.71009(W) AD(       ) 3
 EM0582  NAD 27      -  34 51 28.14200(N)    098 14 05.53100(W) AD(       ) 3
 EM0582  NGVD 29 (07/19/86)  425.3    (m)         1395.     (f) VERT ANG       
 EM0582
 EM0582.Superseded values are not recommended for survey control.
 EM0582
 EM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0582.See file dsdata.pdf to determine how the superseded data were derived.
 EM0582
 EM0582_MARKER: DS = TRIANGULATION STATION DISK
 EM0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0582_STAMPING: CYRIL 1947
 EM0582_MARK LOGO: CGS
 EM0582_PROJECTION: FLUSH
 EM0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0582+STABILITY: SURFACE MOTION
 EM0582
 EM0582  HISTORY     - Date     Condition        Report By
 EM0582  HISTORY     - 1947     MONUMENTED       CGS
 EM0582  HISTORY     - 1960     GOOD             OKDH
 EM0582  HISTORY     - 1963     GOOD             CGS
 EM0582  HISTORY     - 1976     GOOD             DMA
 EM0582  HISTORY     - 20000223 GOOD             LOCSUR
 EM0582
 EM0582                          STATION DESCRIPTION
 EM0582
 EM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0582'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CYRIL, ABOUT
 EM0582'3 MILES NORTH-NORTHEAST OF FLETCHER AND ON LAND OWNED BY AN
 EM0582'INDIAN WOMAN NAMED TAHOFPER.  IT IS SITUATED AT THE EDGE OF A
 EM0582'CULTIVATED FIELD, 450 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EM0582'277, 130 FEET NORTH OF DRIVEWAY LEADING TO HOUSE AND 3 FEET
 EM0582'NORTH OF AN EAST-WEST FENCE.  THE DISK IS STAMPED CYRIL 1947
 EM0582'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 EM0582'
 EM0582'REFERENCE MARK NO. 1 IS A U.S.C. AND G. AND STATE SURVEY MARK
 EM0582'AND IS STAMPED 29B47 TT 1934.  THE DISK IS SET IN A 6 BY 6 INCH
 EM0582'CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS LOCATED 45 FEET EAST
 EM0582'OF THE CENTER OF U.S. HIGHWAY 277, 25 FEET WEST OF THE WEST RAIL
 EM0582'OF RAILROAD TRACK AND 7 FEET NORTH OF TELEPHONE POLE NO. 608110.
 EM0582'THE MARK IS 6 FEET LOWER THAN THE STATION.
 EM0582'
 EM0582'REFERENCE MARK NO. 2 IS 4 FEET NORTHWEST OF A POWER LINE POLE
 EM0582'AND 1 FOOT NORTH OF THE FENCE LINE.  THE DISK IS STAMPED CYRIL
 EM0582'NO 2 1947 AND IS SET FLUSH.
 EM0582'
 EM0582'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH-SOUTHEAST FROM THE
 EM0582'STATION, 51 FEET EAST OF THE CENTER OF THE HIGHWAY, 25 FEET
 EM0582'WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 7 FEET WEST OF
 EM0582'A TELEPHONE POLE.  THE MARK IS STAMPED CYRIL 1947 AND PROJECTS
 EM0582'4 INCHES.
 EM0582'
 EM0582'TO REACH FROM THE INTERSECTION OF WEST MAIN STREET AND U.S.
 EM0582'HIGHWAY 277 IN FLETCHER, GO NORTH AND NORTHEAST ON U.S. HIGHWAY
 EM0582'277 FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THENCE
 EM0582'CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.55 MILE TO A CATTLE
 EM0582'GUARD ON THE LEFT, TURN LEFT ACROSS THE GUARD AND GO WEST ACROSS
 EM0582'FIELD FOR ABOUT 450 FEET TO THE FENCE LINE AND THE STATION AS
 EM0582'DESCRIBED.
 EM0582'
 EM0582'FOUR FOOT LIGHTS AT ABILENE AND EDWARDS 2 ARE VISIBLE AT 4 FEET.
 EM0582
 EM0582                          STATION RECOVERY (1960)
 EM0582
 EM0582'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1960 (ROC)
 EM0582'STATION RECOVERED IN GOOD CONDITION.
 EM0582
 EM0582                          STATION RECOVERY (1963)
 EM0582
 EM0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0582'STATION AND REFERENCE MARK RECOVERED AND FOUND TO BE IN GOOD
 EM0582'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AS EVIDENT OF
 EM0582'THE BROKEN MONUMENT.
 EM0582'
 EM0582'THE ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE FOR RECOVERY.
 EM0582
 EM0582                          STATION RECOVERY (1976)
 EM0582
 EM0582'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0582'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0582
 EM0582                          STATION RECOVERY (2000)
 EM0582
 EM0582'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0582'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0582'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0582'NO OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0585 ***********************************************************************
 EM0585  DESIGNATION -  CYRIL MUNICIPAL TANK
 EM0585  PID         -  EM0585
 EM0585  STATE/COUNTY-  OK/CADDO
 EM0585  COUNTRY     -  US
 EM0585  USGS QUAD   -  CYRIL (2018)
 EM0585
 EM0585                         *CURRENT SURVEY CONTROL
 EM0585  ______________________________________________________________________
 EM0585* NAD 83(1993) POSITION- 34 53 46.65414(N) 098 12 14.62503(W)   ADJUSTED
 EM0585  ______________________________________________________________________
 EM0585  GEOID HEIGHT    -        -26.488 (meters)                     GEOID18
 EM0585  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 EM0585  HORZ ORDER      -  THIRD
 EM0585
 EM0585.The horizontal coordinates were established by classical geodetic methods
 EM0585.and adjusted by the National Geodetic Survey in November 1994.
 EM0585
 EM0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0585.GEOID18 height accuracy estimate available here.
 EM0585
 EM0585.Click photographs - Photos may exist for this station.
 EM0585
 EM0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0585
 EM0585. The following values were computed from the NAD 83(1993) position.
 EM0585
 EM0585;                    North         East     Units Scale Factor Converg.
 EM0585;SPC OK S     -   173,389.327   581,348.966   MT  0.99995073   -0 06 57.0
 EM0585;SPC OK S     -   568,861.48  1,907,309.07   sFT  0.99995073   -0 06 57.0
 EM0585;UTM  14      - 3,861,831.419   572,722.946   MT  0.99966518   +0 27 19.3
 EM0585
 EM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7272261831(NAD 83)
 EM0585
 EM0585                          SUPERSEDED SURVEY CONTROL
 EM0585
 EM0585  NAD 83(1986)-  34 53 46.66155(N)    098 12 14.60930(W) AD(       ) 3
 EM0585  NAD 27      -  34 53 46.42600(N)    098 12 13.43100(W) AD(       ) 3
 EM0585
 EM0585.Superseded values are not recommended for survey control.
 EM0585
 EM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0585.See file dsdata.pdf to determine how the superseded data were derived.
 EM0585
 EM0585_MARKER: 53 = ELEVATED TANK
 EM0585
 EM0585  HISTORY     - Date     Condition        Report By
 EM0585  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0585  HISTORY     - 1963     GOOD             CGS
 EM0585
 EM0585                          STATION DESCRIPTION
 EM0585
 EM0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0585'THE TANK IS LOCATED NEAR THE CENTER OF THE VILLAGE OF CYRIL,
 EM0585'50 FEET NORTH OF A EAST-WEST STREET AND IS SITUATED JUST
 EM0585'SOUTH OF AND BETWEEN THE TWO BUILDINGS OF THE CYRIL GRADE
 EM0585'SCHOOL.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED
 EM0585'STEEL STRUCTURE AND IS PAINTED BLACK.  A BALL ON THE TOP OF
 EM0585'TANK WAS OBSERVED UPON AND THE OVERALL HEIGHT IS 126 FEET.
 EM0585
 EM0585                          STATION RECOVERY (1963)
 EM0585
 EM0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0585'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0474 ***********************************************************************
 EL0474  DESIGNATION -  D
 EL0474  PID         -  EL0474
 EL0474  STATE/COUNTY-  OK/JEFFERSON
 EL0474  COUNTRY     -  US
 EL0474  USGS QUAD   -  RYAN (2019)
 EL0474
 EL0474                         *CURRENT SURVEY CONTROL
 EL0474  ______________________________________________________________________
 EL0474* NAD 83(1986) POSITION- 34 04 57.     (N) 097 58 31.     (W)   SCALED
 EL0474* NAVD 88 ORTHO HEIGHT -   258.520 (meters)      848.16  (feet) ADJUSTED
 EL0474  ______________________________________________________________________
 EL0474  GEOID HEIGHT    -        -25.936 (meters)                     GEOID18
 EL0474  DYNAMIC HEIGHT  -        258.253 (meters)      847.29  (feet) COMP
 EL0474  MODELED GRAVITY -    979,599.5   (mgal)                       NAVD 88
 EL0474
 EL0474  VERT ORDER      -  FIRST     CLASS II
 EL0474
 EL0474.The horizontal coordinates were scaled from a map and have
 EL0474.an estimated accuracy of +/- 6 seconds.
 EL0474
 EL0474.The orthometric height was determined by differential leveling and
 EL0474.adjusted by the NATIONAL GEODETIC SURVEY
 EL0474.in June 1991.
 EL0474
 EL0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0474.GEOID18 height accuracy estimate available here.
 EL0474
 EL0474.Click photographs - Photos may exist for this station.
 EL0474
 EL0474.The dynamic height is computed by dividing the NAVD 88
 EL0474.geopotential number by the normal gravity value computed on the
 EL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0474.degrees latitude (g = 980.6199 gals.).
 EL0474
 EL0474.The modeled gravity was interpolated from observed gravity values.
 EL0474
 EL0474;                    North         East    Units  Estimated Accuracy
 EL0474;SPC OK S     -    83,100.      602,280.      MT  (+/- 180 meters Scaled)
 EL0474
 EL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC945717(NAD 83)
 EL0474
 EL0474                          SUPERSEDED SURVEY CONTROL
 EL0474
 EL0474  NGVD 29 (??/??/92)  258.423  (m)          847.84   (f) ADJ UNCH    1 2
 EL0474
 EL0474.Superseded values are not recommended for survey control.
 EL0474
 EL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0474.See file dsdata.pdf to determine how the superseded data were derived.
 EL0474
 EL0474_MARKER: H = DRILL HOLE
 EL0474_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0474_PROJECTION: PROJECTING 46 CENTIMETERS
 EL0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0474
 EL0474  HISTORY     - Date     Condition        Report By
 EL0474  HISTORY     - 1902     MONUMENTED       CGS
 EL0474  HISTORY     - 1934     GOOD             CGS
 EL0474  HISTORY     - 1961     MARK NOT FOUND   CGS
 EL0474
 EL0474                          STATION DESCRIPTION
 EL0474
 EL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0474'AT SUGDEN.
 EL0474'AT SUGDEN, JEFFERSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 EL0474'PACIFIC RAILROAD, 45 YARDS SOUTH OF THE SEVENTH POLE SOUTH OF
 EL0474'THE MAIN ROAD CROSSING, AND MIDWAY BETWEEN THE ROAD AND A SMALL
 EL0474'WAITING ROOM NEAR THE SITE OF THE OLD STATION.  THE BOTTOM OF
 EL0474'A SQUARE HOLE SURROUNDED BY THE LETTERS USBM IN THE TOP OF A
 EL0474'STONE POST PROJECTING 18 INCHES ABOVE GROUND.
 EL0474
 EL0474                          STATION RECOVERY (1961)
 EL0474
 EL0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EL0474'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0556 ***********************************************************************
 FJ0556  DESIGNATION -  D
 FJ0556  PID         -  FJ0556
 FJ0556  STATE/COUNTY-  OK/KINGFISHER
 FJ0556  COUNTRY     -  US
 FJ0556  USGS QUAD   -  OKARCHE (2018)
 FJ0556
 FJ0556                         *CURRENT SURVEY CONTROL
 FJ0556  ______________________________________________________________________
 FJ0556* NAD 83(1986) POSITION- 35 43 40.     (N) 097 58 19.     (W)   SCALED
 FJ0556* NAVD 88 ORTHO HEIGHT -   377.918 (meters)     1239.89  (feet) ADJUSTED
 FJ0556  ______________________________________________________________________
 FJ0556  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 FJ0556  DYNAMIC HEIGHT  -        377.566 (meters)     1238.73  (feet) COMP
 FJ0556  MODELED GRAVITY -    979,689.2   (mgal)                       NAVD 88
 FJ0556
 FJ0556  VERT ORDER      -  FIRST     CLASS II
 FJ0556
 FJ0556.The horizontal coordinates were scaled from a map and have
 FJ0556.an estimated accuracy of +/- 6 seconds.
 FJ0556
 FJ0556.The orthometric height was determined by differential leveling and
 FJ0556.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0556.in June 1991.
 FJ0556
 FJ0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0556.GEOID18 height accuracy estimate available here.
 FJ0556
 FJ0556.Click photographs - Photos may exist for this station.
 FJ0556
 FJ0556.The dynamic height is computed by dividing the NAVD 88
 FJ0556.geopotential number by the normal gravity value computed on the
 FJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0556.degrees latitude (g = 980.6199 gals.).
 FJ0556
 FJ0556.The modeled gravity was interpolated from observed gravity values.
 FJ0556
 FJ0556;                    North         East    Units  Estimated Accuracy
 FJ0556;SPC OK N     -    80,750.      602,540.      MT  (+/- 180 meters Scaled)
 FJ0556
 FJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE929542(NAD 83)
 FJ0556
 FJ0556                          SUPERSEDED SURVEY CONTROL
 FJ0556
 FJ0556  NGVD 29 (??/??/92)  377.736  (m)         1239.29   (f) SUPERSEDED  1 2
 FJ0556  NGVD 29 (04/22/92)  377.760  (m)         1239.37   (f) ADJUSTED    1 2
 FJ0556
 FJ0556.Superseded values are not recommended for survey control.
 FJ0556
 FJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0556.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0556
 FJ0556_MARKER: H = DRILL HOLE
 FJ0556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0556_PROJECTION: PROJECTING 12 CENTIMETERS
 FJ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0556
 FJ0556  HISTORY     - Date     Condition        Report By
 FJ0556  HISTORY     - 1902     MONUMENTED       CGS
 FJ0556  HISTORY     - 1953     GOOD             CGS
 FJ0556  HISTORY     - 1985     POOR             NGS
 FJ0556
 FJ0556                          STATION DESCRIPTION
 FJ0556
 FJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0556'0.3 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0556'FROM THE STATION AT OKARCHE, 42 FEET WEST OF THE WEST RAIL, 39
 FJ0556'FEET SOUTH OF THE 7TH POLE SOUTH OF MILEPOST 388, 3.6 FEET EAST
 FJ0556'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, 6 FEET ABOVE THE TOP
 FJ0556'OF THE RAILS, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 FJ0556'LIMESTONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, SURROUNDED
 FJ0556'BY THE LETTERS USBM.
 FJ0556
 FJ0556                          STATION RECOVERY (1985)
 FJ0556
 FJ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0556'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN OKARCHE, AT
 FJ0556'THE JUNCTION OF MISSOURI STREET LEADING WEST AND RAILROAD STREET
 FJ0556'LEADING NORTH, IN TOP OF A SLIGHT RISE AT THE EAST EDGE OF A LARGE
 FJ0556'LAWN, THE BOTTOM OF A SQUARE HOLE IN TOP OF A LIMESTONE POST,
 FJ0556'34.1 METERS (112 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 FJ0556'STREETS, 12.8 METERS (42 FT) WEST OF THE WEST RAIL OF THE CHICAGO,
 FJ0556'ROCK ISLAND AND PACIFIC RAILROAD AND 11.9 METERS (39 FT) SOUTH OF THE
 FJ0556'7 TH TELEPHONE POLE SOUTH OF RAILROAD MILEPOLE 388.  NOTE--EDGES OF
 FJ0556'POST BROKEN AWAY ONLY THE LETER M REMAINS.
 FJ0556'THE MARK IS 0.6 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0615 ***********************************************************************
 FJ0615  DESIGNATION -  D 10
 FJ0615  PID         -  FJ0615
 FJ0615  STATE/COUNTY-  OK/CANADIAN
 FJ0615  COUNTRY     -  US
 FJ0615  USGS QUAD   -  EL RENO (2018)
 FJ0615
 FJ0615                         *CURRENT SURVEY CONTROL
 FJ0615  ______________________________________________________________________
 FJ0615* NAD 83(1986) POSITION- 35 31 20.     (N) 097 56 23.     (W)   SCALED
 FJ0615* NAVD 88 ORTHO HEIGHT -   409.062 (meters)     1342.06  (feet) ADJUSTED
 FJ0615  ______________________________________________________________________
 FJ0615  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FJ0615  DYNAMIC HEIGHT  -        408.663 (meters)     1340.76  (feet) COMP
 FJ0615  MODELED GRAVITY -    979,646.0   (mgal)                       NAVD 88
 FJ0615
 FJ0615  VERT ORDER      -  FIRST     CLASS II
 FJ0615
 FJ0615.The horizontal coordinates were scaled from a map and have
 FJ0615.an estimated accuracy of +/- 6 seconds.
 FJ0615
 FJ0615.The orthometric height was determined by differential leveling and
 FJ0615.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0615.in June 1991.
 FJ0615
 FJ0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0615.GEOID18 height accuracy estimate available here.
 FJ0615
 FJ0615.Click photographs - Photos may exist for this station.
 FJ0615
 FJ0615.The dynamic height is computed by dividing the NAVD 88
 FJ0615.geopotential number by the normal gravity value computed on the
 FJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0615.degrees latitude (g = 980.6199 gals.).
 FJ0615
 FJ0615.The modeled gravity was interpolated from observed gravity values.
 FJ0615
 FJ0615;                    North         East    Units  Estimated Accuracy
 FJ0615;SPC OK N     -    57,940.      605,470.      MT  (+/- 180 meters Scaled)
 FJ0615
 FJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE961314(NAD 83)
 FJ0615
 FJ0615                          SUPERSEDED SURVEY CONTROL
 FJ0615
 FJ0615  NGVD 29 (??/??/92)  408.886  (m)         1341.49   (f) ADJ UNCH    1 2
 FJ0615
 FJ0615.Superseded values are not recommended for survey control.
 FJ0615
 FJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0615.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0615
 FJ0615_MARKER: DB = BENCH MARK DISK
 FJ0615_STAMPING: D 10 1933
 FJ0615_MARK LOGO: CGS
 FJ0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0615
 FJ0615  HISTORY     - Date     Condition        Report By
 FJ0615  HISTORY     - 1933     MONUMENTED       CGS
 FJ0615  HISTORY     - 1965     MARK NOT FOUND   USGS
 FJ0615  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 FJ0615
 FJ0615                          STATION DESCRIPTION
 FJ0615
 FJ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0615'IN EL RENO.
 FJ0615'AT THE N.W. CORNER, 4 FEET N. OF THE IRON ARCHWAY OR THE
 FJ0615'EL RENO CEMETERY, AT THE GRADE CROSSING OF HIGHWAY 66 OVER
 FJ0615'THE ROCK ISLAND R.R., 60 FEET E. OF THE RAILROAD, AND 50 FEET
 FJ0615'S. OF THE ROAD.
 FJ0615
 FJ0615                          STATION RECOVERY (1965)
 FJ0615
 FJ0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ0615'MARK NOT FOUND.
 FJ0615
 FJ0615                          STATION RECOVERY (2004)
 FJ0615
 FJ0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0582 ***********************************************************************
 EK0582  DESIGNATION -  D 100
 EK0582  PID         -  EK0582
 EK0582  STATE/COUNTY-  OK/PUSHMATAHA
 EK0582  COUNTRY     -  US
 EK0582  USGS QUAD   -  ANTLERS EAST (2019)
 EK0582
 EK0582                         *CURRENT SURVEY CONTROL
 EK0582  ______________________________________________________________________
 EK0582* NAD 83(1986) POSITION- 34 13 18.29   (N) 095 34 56.31   (W)   HD_HELD1
 EK0582* NAVD 88 ORTHO HEIGHT -   155.332 (meters)      509.62  (feet) ADJUSTED
 EK0582  ______________________________________________________________________
 EK0582  GEOID HEIGHT    -        -30.152 (meters)                     GEOID18
 EK0582  DYNAMIC HEIGHT  -        155.163 (meters)      509.06  (feet) COMP
 EK0582  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 EK0582
 EK0582  VERT ORDER      -  SECOND    CLASS 0
 EK0582
 EK0582.The horizontal coordinates were determined by differentially corrected
 EK0582.hand held GPS observations or other comparable positioning techniques
 EK0582.and have an estimated accuracy of +/- 3 meters.
 EK0582
 EK0582.The orthometric height was determined by differential leveling and
 EK0582.adjusted by the NATIONAL GEODETIC SURVEY
 EK0582.in June 1991.
 EK0582
 EK0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0582.GEOID18 height accuracy estimate available here.
 EK0582
 EK0582.Click photographs - Photos may exist for this station.
 EK0582
 EK0582.The dynamic height is computed by dividing the NAVD 88
 EK0582.geopotential number by the normal gravity value computed on the
 EK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0582.degrees latitude (g = 980.6199 gals.).
 EK0582
 EK0582.The modeled gravity was interpolated from observed gravity values.
 EK0582
 EK0582;                    North         East    Units  Estimated Accuracy
 EK0582;SPC OK S     -   101,213.4     822,744.7     MT  (+/- 3 meters HH1 GPS) 
 EK0582
 EK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6212189759(NAD 83)
 EK0582
 EK0582                          SUPERSEDED SURVEY CONTROL
 EK0582
 EK0582  NGVD 29 (??/??/92)  155.248  (m)          509.34   (f) ADJ UNCH    2 0
 EK0582
 EK0582.Superseded values are not recommended for survey control.
 EK0582
 EK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0582.See file dsdata.pdf to determine how the superseded data were derived.
 EK0582
 EK0582_MARKER: DB = BENCH MARK DISK
 EK0582_SETTING: 66 = SET IN ROCK OUTCROP
 EK0582_STAMPING: D 100 1960
 EK0582_MARK LOGO: CGS
 EK0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0582+STABILITY: POSITION/ELEVATION WELL
 EK0582
 EK0582  HISTORY     - Date     Condition        Report By
 EK0582  HISTORY     - 1960     MONUMENTED       CGS
 EK0582
 EK0582                          STATION DESCRIPTION
 EK0582
 EK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0582'2.6 MI SE FROM ANTLERS.
 EK0582'ABOUT 2.55 MILES SOUTHEAST ALONG STATE HIGHWAYS 3 AND 7 FROM
 EK0582'THE ST. LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, ABOUT
 EK0582'0.2 MILE SOUTHEAST OF DUMPLING CREEK BRIDGE, IN SECTION 12,
 EK0582'T 16 E, T 4 S, SET IN THE TOP OF A ROCK OUTCROP ON THE SOUTHWEST
 EK0582'BANK OF THE HIGHWAY, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 EK0582'THE HIGHWAY, 200 FEET SOUTHEAST OF THE JUNCTION OF A GRAVELED
 EK0582'ROAD LEADING EAST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0482 ***********************************************************************
 EK0482  DESIGNATION -  D 101
 EK0482  PID         -  EK0482
 EK0482  STATE/COUNTY-  OK/PUSHMATAHA
 EK0482  COUNTRY     -  US
 EK0482  USGS QUAD   -  CLOUDY (2019)
 EK0482
 EK0482                         *CURRENT SURVEY CONTROL
 EK0482  ______________________________________________________________________
 EK0482* NAD 83(1986) POSITION- 34 18 46.     (N) 095 15 29.     (W)   SCALED
 EK0482* NAVD 88 ORTHO HEIGHT -   183.201 (meters)      601.05  (feet) ADJUSTED
 EK0482  ______________________________________________________________________
 EK0482  GEOID HEIGHT    -        -30.856 (meters)                     GEOID18
 EK0482  DYNAMIC HEIGHT  -        183.000 (meters)      600.39  (feet) COMP
 EK0482  MODELED GRAVITY -    979,533.1   (mgal)                       NAVD 88
 EK0482
 EK0482  VERT ORDER      -  SECOND    CLASS 0
 EK0482
 EK0482.The horizontal coordinates were scaled from a map and have
 EK0482.an estimated accuracy of +/- 6 seconds.
 EK0482
 EK0482.The orthometric height was determined by differential leveling and
 EK0482.adjusted by the NATIONAL GEODETIC SURVEY
 EK0482.in June 1991.
 EK0482
 EK0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0482.GEOID18 height accuracy estimate available here.
 EK0482
 EK0482.Click photographs - Photos may exist for this station.
 EK0482
 EK0482.The dynamic height is computed by dividing the NAVD 88
 EK0482.geopotential number by the normal gravity value computed on the
 EK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0482.degrees latitude (g = 980.6199 gals.).
 EK0482
 EK0482.The modeled gravity was interpolated from observed gravity values.
 EK0482
 EK0482;                    North         East    Units  Estimated Accuracy
 EK0482;SPC OK S     -   112,070.      852,340.      MT  (+/- 180 meters Scaled)
 EK0482
 EK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT922991(NAD 83)
 EK0482
 EK0482                          SUPERSEDED SURVEY CONTROL
 EK0482
 EK0482  NGVD 29 (??/??/92)  183.125  (m)          600.80   (f) ADJ UNCH    2 0
 EK0482
 EK0482.Superseded values are not recommended for survey control.
 EK0482
 EK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0482.See file dsdata.pdf to determine how the superseded data were derived.
 EK0482
 EK0482_MARKER: DB = BENCH MARK DISK
 EK0482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0482_SP_SET: CULVERT HEADWALL
 EK0482_STAMPING: D 101 1960
 EK0482_MARK LOGO: CGS
 EK0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0482+STABILITY: SURFACE MOTION
 EK0482
 EK0482  HISTORY     - Date     Condition        Report By
 EK0482  HISTORY     - 1960     MONUMENTED       CGS
 EK0482  HISTORY     - 1969     GOOD             DOD
 EK0482
 EK0482                          STATION DESCRIPTION
 EK0482
 EK0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0482'1.6 MI NE FROM CLOUDY.
 EK0482'ABOUT 1.55 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0482'OFFICE AT CLOUDY, IN SECTION 12, R 19 E, T 3 S, SET IN THE TOP
 EK0482'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 EK0482'CULVERT, 14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 EK0482'ABOUT 1 FOOT ABOVE THE ROAD.
 EK0482
 EK0482                          STATION RECOVERY (1969)
 EK0482
 EK0482'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0474 ***********************************************************************
 FK0474  DESIGNATION -  D 105
 FK0474  PID         -  FK0474
 FK0474  STATE/COUNTY-  OK/ROGER MILLS
 FK0474  COUNTRY     -  US
 FK0474  USGS QUAD   -  CHEYENNE NW (2018)
 FK0474
 FK0474                         *CURRENT SURVEY CONTROL
 FK0474  ______________________________________________________________________
 FK0474* NAD 83(1986) POSITION- 35 37 36.     (N) 099 40 07.     (W)   SCALED
 FK0474* NAVD 88 ORTHO HEIGHT -   587.009 (meters)     1925.88  (feet) ADJUSTED
 FK0474  ______________________________________________________________________
 FK0474  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 FK0474  DYNAMIC HEIGHT  -        586.398 (meters)     1923.87  (feet) COMP
 FK0474  MODELED GRAVITY -    979,574.9   (mgal)                       NAVD 88
 FK0474
 FK0474  VERT ORDER      -  SECOND    CLASS 0
 FK0474
 FK0474.The horizontal coordinates were scaled from a map and have
 FK0474.an estimated accuracy of +/- 6 seconds.
 FK0474
 FK0474.The orthometric height was determined by differential leveling and
 FK0474.adjusted by the NATIONAL GEODETIC SURVEY
 FK0474.in June 1991.
 FK0474
 FK0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0474.GEOID18 height accuracy estimate available here.
 FK0474
 FK0474.Click photographs - Photos may exist for this station.
 FK0474
 FK0474.The dynamic height is computed by dividing the NAVD 88
 FK0474.geopotential number by the normal gravity value computed on the
 FK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0474.degrees latitude (g = 980.6199 gals.).
 FK0474
 FK0474.The modeled gravity was interpolated from observed gravity values.
 FK0474
 FK0474;                    North         East    Units  Estimated Accuracy
 FK0474;SPC OK N     -    70,830.      448,860.      MT  (+/- 180 meters Scaled)
 FK0474
 FK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME394427(NAD 83)
 FK0474
 FK0474                          SUPERSEDED SURVEY CONTROL
 FK0474
 FK0474  NGVD 29 (??/??/92)  586.733  (m)         1924.97   (f) ADJ UNCH    2 0
 FK0474
 FK0474.Superseded values are not recommended for survey control.
 FK0474
 FK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0474.See file dsdata.pdf to determine how the superseded data were derived.
 FK0474
 FK0474_MARKER: DB = BENCH MARK DISK
 FK0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0474_SP_SET: BRIDGE
 FK0474_STAMPING: D 105 1934
 FK0474_MARK LOGO: CGS
 FK0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0474
 FK0474  HISTORY     - Date     Condition        Report By
 FK0474  HISTORY     - 1934     MONUMENTED       CGS
 FK0474
 FK0474                          STATION DESCRIPTION
 FK0474
 FK0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0474'0.8 MI NW FROM CHEYENNE.
 FK0474'0.8 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0474'18 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 283, SET IN NORTHWEST
 FK0474'CONCRETE WINGWALL OF WASHITA RIVER BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0362 ***********************************************************************
 GJ0362  DESIGNATION -  D 106
 GJ0362  PID         -  GJ0362
 GJ0362  STATE/COUNTY-  OK/WOODWARD
 GJ0362  COUNTRY     -  US
 GJ0362  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0362
 GJ0362                         *CURRENT SURVEY CONTROL
 GJ0362  ______________________________________________________________________
 GJ0362* NAD 83(1986) POSITION- 36 33 01.     (N) 099 30 55.     (W)   SCALED
 GJ0362* NAVD 88 ORTHO HEIGHT -   618.305 (meters)     2028.56  (feet) ADJUSTED
 GJ0362  ______________________________________________________________________
 GJ0362  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 GJ0362  DYNAMIC HEIGHT  -        617.707 (meters)     2026.59  (feet) COMP
 GJ0362  MODELED GRAVITY -    979,646.2   (mgal)                       NAVD 88
 GJ0362
 GJ0362  VERT ORDER      -  SECOND    CLASS 0
 GJ0362
 GJ0362.The horizontal coordinates were scaled from a map and have
 GJ0362.an estimated accuracy of +/- 6 seconds.
 GJ0362
 GJ0362.The orthometric height was determined by differential leveling and
 GJ0362.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0362.in June 1991.
 GJ0362
 GJ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0362.GEOID18 height accuracy estimate available here.
 GJ0362
 GJ0362.Click photographs - Photos may exist for this station.
 GJ0362
 GJ0362.The dynamic height is computed by dividing the NAVD 88
 GJ0362.geopotential number by the normal gravity value computed on the
 GJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0362.degrees latitude (g = 980.6199 gals.).
 GJ0362
 GJ0362.The modeled gravity was interpolated from observed gravity values.
 GJ0362
 GJ0362;                    North         East    Units  Estimated Accuracy
 GJ0362;SPC OK N     -   173,070.      464,340.      MT  (+/- 180 meters Scaled)
 GJ0362
 GJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF538451(NAD 83)
 GJ0362
 GJ0362                          SUPERSEDED SURVEY CONTROL
 GJ0362
 GJ0362  NGVD 29 (??/??/92)  618.034  (m)         2027.67   (f) ADJ UNCH    2 0
 GJ0362
 GJ0362.Superseded values are not recommended for survey control.
 GJ0362
 GJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0362.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0362
 GJ0362_MARKER: DB = BENCH MARK DISK
 GJ0362_STAMPING: D 106 1934
 GJ0362_MARK LOGO: CGS
 GJ0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0362
 GJ0362  HISTORY     - Date     Condition        Report By
 GJ0362  HISTORY     - 1934     MONUMENTED       CGS
 GJ0362  HISTORY     - 1970     POOR             NGS
 GJ0362
 GJ0362                          STATION DESCRIPTION
 GJ0362
 GJ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 GJ0362'3.6 MI SE FROM FORT SUPPLY.
 GJ0362'3.6 MILES SE. ALONG THE M.K.T. RR. FROM THE STATION AT FORT SUPPLY,
 GJ0362'WOODWARD CO. 0.3 MILE S. OF MILEPOST 232, IN NW. COR. SEC. 24,
 GJ0362'T. 24 N., R. 22 W., 44 FT S. AND 8.0 FT W. FROM CENTERLINE RD AT
 GJ0362'RAILROAD X-ING.  A STANDARD DISK, STAMPED D 106 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0012 ***********************************************************************
 GK0012  DESIGNATION -  D 107
 GK0012  PID         -  GK0012
 GK0012  STATE/COUNTY-  OK/BEAVER
 GK0012  COUNTRY     -  US
 GK0012  USGS QUAD   -  KNOWLES (2018)
 GK0012
 GK0012                         *CURRENT SURVEY CONTROL
 GK0012  ______________________________________________________________________
 GK0012* NAD 83(1986) POSITION- 36 50 48.     (N) 100 09 16.     (W)   SCALED
 GK0012* NAVD 88 ORTHO HEIGHT -   761.543 (meters)     2498.50  (feet) ADJUSTED
 GK0012  ______________________________________________________________________
 GK0012  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 GK0012  DYNAMIC HEIGHT  -        760.822 (meters)     2496.13  (feet) COMP
 GK0012  MODELED GRAVITY -    979,659.4   (mgal)                       NAVD 88
 GK0012
 GK0012  VERT ORDER      -  SECOND    CLASS 0
 GK0012
 GK0012.The horizontal coordinates were scaled from a map and have
 GK0012.an estimated accuracy of +/- 6 seconds.
 GK0012
 GK0012.The orthometric height was determined by differential leveling and
 GK0012.adjusted by the NATIONAL GEODETIC SURVEY
 GK0012.in June 1991.
 GK0012
 GK0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0012.GEOID18 height accuracy estimate available here.
 GK0012
 GK0012.Click photographs - Photos may exist for this station.
 GK0012
 GK0012.The dynamic height is computed by dividing the NAVD 88
 GK0012.geopotential number by the normal gravity value computed on the
 GK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0012.degrees latitude (g = 980.6199 gals.).
 GK0012
 GK0012.The modeled gravity was interpolated from observed gravity values.
 GK0012
 GK0012;                    North         East    Units  Estimated Accuracy
 GK0012;SPC OK N     -   207,030.      407,860.      MT  (+/- 180 meters Scaled)
 GK0012
 GK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF970784(NAD 83)
 GK0012
 GK0012                          SUPERSEDED SURVEY CONTROL
 GK0012
 GK0012  NGVD 29 (??/??/92)  761.228  (m)         2497.46   (f) ADJ UNCH    2 0
 GK0012
 GK0012.Superseded values are not recommended for survey control.
 GK0012
 GK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0012.See file dsdata.pdf to determine how the superseded data were derived.
 GK0012
 GK0012_MARKER: DB = BENCH MARK DISK
 GK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0012_STAMPING: D 107 1934
 GK0012_MARK LOGO: CGS
 GK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0012+STABILITY: SURFACE MOTION
 GK0012
 GK0012  HISTORY     - Date     Condition        Report By
 GK0012  HISTORY     - 1934     MONUMENTED       CGS
 GK0012
 GK0012                          STATION DESCRIPTION
 GK0012
 GK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0012'8.1 MI NW FROM GATE.
 GK0012'8.1 MILES NORTHWEST OF GATE M.K. AND T.RR. STATION 0.15 MILE SOUTHEAST
 GK0012'OF SECTION LINE ROAD.  54 FEET SOUTHEAST OF FOURTH POLE NORTHWEST OF
 GK0012'MILE POLE 279.  30 FEET NORTHEAST OF NEAREST RAIL OF MISSOURI KANSAS
 GK0012'AND TEXAS RAILWAY TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0388 ***********************************************************************
 GJ0388  DESIGNATION -  D 108
 GJ0388  PID         -  GJ0388
 GJ0388  STATE/COUNTY-  OK/HARPER
 GJ0388  COUNTRY     -  US
 GJ0388  USGS QUAD   -  ROSSTON (2018)
 GJ0388
 GJ0388                         *CURRENT SURVEY CONTROL
 GJ0388  ______________________________________________________________________
 GJ0388* NAD 83(1986) POSITION- 36 48 46.     (N) 099 55 34.     (W)   SCALED
 GJ0388* NAVD 88 ORTHO HEIGHT -   649.572 (meters)     2131.14  (feet) ADJUSTED
 GJ0388  ______________________________________________________________________
 GJ0388  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 GJ0388  DYNAMIC HEIGHT  -        648.963 (meters)     2129.14  (feet) COMP
 GJ0388  MODELED GRAVITY -    979,672.9   (mgal)                       NAVD 88
 GJ0388
 GJ0388  VERT ORDER      -  SECOND    CLASS 0
 GJ0388
 GJ0388.The horizontal coordinates were scaled from a map and have
 GJ0388.an estimated accuracy of +/- 6 seconds.
 GJ0388
 GJ0388.The orthometric height was determined by differential leveling and
 GJ0388.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0388.in June 1991.
 GJ0388
 GJ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0388.GEOID18 height accuracy estimate available here.
 GJ0388
 GJ0388.Click photographs - Photos may exist for this station.
 GJ0388
 GJ0388.The dynamic height is computed by dividing the NAVD 88
 GJ0388.geopotential number by the normal gravity value computed on the
 GJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0388.degrees latitude (g = 980.6199 gals.).
 GJ0388
 GJ0388.The modeled gravity was interpolated from observed gravity values.
 GJ0388
 GJ0388;                    North         East    Units  Estimated Accuracy
 GJ0388;SPC OK N     -   202,850.      428,140.      MT  (+/- 180 meters Scaled)
 GJ0388
 GJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF173745(NAD 83)
 GJ0388
 GJ0388                          SUPERSEDED SURVEY CONTROL
 GJ0388
 GJ0388  NGVD 29 (??/??/92)  649.290  (m)         2130.21   (f) ADJ UNCH    2 0
 GJ0388
 GJ0388.Superseded values are not recommended for survey control.
 GJ0388
 GJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0388.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0388
 GJ0388_MARKER: DB = BENCH MARK DISK
 GJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0388_STAMPING: D 108 1934
 GJ0388_MARK LOGO: CGS
 GJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0388+STABILITY: SURFACE MOTION
 GJ0388
 GJ0388  HISTORY     - Date     Condition        Report By
 GJ0388  HISTORY     - 1934     MONUMENTED       CGS
 GJ0388
 GJ0388                          STATION DESCRIPTION
 GJ0388
 GJ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0388'0.6 MI E FROM ROSSTON.
 GJ0388'0.1 MILE NORTHEAST OF ROSSTON PUBLIC SCHOOL.  60 FEET NORTH OF
 GJ0388'CENTER LINE OF HIGHWAY U.S. 64 AND 283.  60 FEET EAST OF CENTER
 GJ0388'LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0205 ***********************************************************************
 GJ0205  DESIGNATION -  D 109
 GJ0205  PID         -  GJ0205
 GJ0205  STATE/COUNTY-  OK/WOODS
 GJ0205  COUNTRY     -  US
 GJ0205  USGS QUAD   -  EDITH (2018)
 GJ0205
 GJ0205                         *CURRENT SURVEY CONTROL
 GJ0205  ______________________________________________________________________
 GJ0205* NAD 83(1986) POSITION- 36 47 02.     (N) 099 08 20.     (W)   SCALED
 GJ0205* NAVD 88 ORTHO HEIGHT -   470.248 (meters)     1542.81  (feet) ADJUSTED
 GJ0205  ______________________________________________________________________
 GJ0205  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 GJ0205  DYNAMIC HEIGHT  -        469.818 (meters)     1541.39  (feet) COMP
 GJ0205  MODELED GRAVITY -    979,702.1   (mgal)                       NAVD 88
 GJ0205
 GJ0205  VERT ORDER      -  SECOND    CLASS 0
 GJ0205
 GJ0205.The horizontal coordinates were scaled from a map and have
 GJ0205.an estimated accuracy of +/- 6 seconds.
 GJ0205
 GJ0205.The orthometric height was determined by differential leveling and
 GJ0205.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0205.in June 1991.
 GJ0205
 GJ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0205.GEOID18 height accuracy estimate available here.
 GJ0205
 GJ0205.Click photographs - Photos may exist for this station.
 GJ0205
 GJ0205.The dynamic height is computed by dividing the NAVD 88
 GJ0205.geopotential number by the normal gravity value computed on the
 GJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0205.degrees latitude (g = 980.6199 gals.).
 GJ0205
 GJ0205.The modeled gravity was interpolated from observed gravity values.
 GJ0205
 GJ0205;                    North         East    Units  Estimated Accuracy
 GJ0205;SPC OK N     -   198,530.      498,340.      MT  (+/- 180 meters Scaled)
 GJ0205
 GJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF876709(NAD 83)
 GJ0205
 GJ0205                          SUPERSEDED SURVEY CONTROL
 GJ0205
 GJ0205  NGVD 29 (??/??/92)  470.014  (m)         1542.04   (f) ADJ UNCH    2 0
 GJ0205
 GJ0205.Superseded values are not recommended for survey control.
 GJ0205
 GJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0205.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0205
 GJ0205_MARKER: DB = BENCH MARK DISK
 GJ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0205_STAMPING: D 109 1934
 GJ0205_MARK LOGO: CGS
 GJ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0205+STABILITY: SURFACE MOTION
 GJ0205
 GJ0205  HISTORY     - Date     Condition        Report By
 GJ0205  HISTORY     - 1934     MONUMENTED       CGS
 GJ0205
 GJ0205                          STATION DESCRIPTION
 GJ0205
 GJ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0205'1.8 MI NW FROM FREEDOM.
 GJ0205'1.8 MILES NORTHWEST OF A.T AND SF. RR. STATION AT FREEDOM 0.15
 GJ0205'MILE EAST OF MILEPOST 22, 48 FEET NORTHWEST OF NEAREST RAIL
 GJ0205'OF ATCHISON TOPEKA AND SANTA FE TRACK, OUTSIDE OF PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0218 ***********************************************************************
 GK0218  DESIGNATION -  D 11
 GK0218  PID         -  GK0218
 GK0218  STATE/COUNTY-  OK/BEAVER
 GK0218  COUNTRY     -  US
 GK0218  USGS QUAD   -  BRYANS CORNER (2018)
 GK0218
 GK0218                         *CURRENT SURVEY CONTROL
 GK0218  ______________________________________________________________________
 GK0218* NAD 83(1986) POSITION- 36 33 29.46   (N) 100 49 29.13   (W)   HD_HELD1
 GK0218* NAVD 88 ORTHO HEIGHT -   889.594 (meters)     2918.61  (feet) ADJUSTED
 GK0218  ______________________________________________________________________
 GK0218  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 GK0218  DYNAMIC HEIGHT  -        888.680 (meters)     2915.61  (feet) COMP
 GK0218  MODELED GRAVITY -    979,574.9   (mgal)                       NAVD 88
 GK0218
 GK0218  VERT ORDER      -  FIRST     CLASS II
 GK0218
 GK0218.The horizontal coordinates were determined by differentially corrected
 GK0218.hand held GPS observations or other comparable positioning techniques
 GK0218.and have an estimated accuracy of +/- 3 meters.
 GK0218
 GK0218.The orthometric height was determined by differential leveling and
 GK0218.adjusted by the NATIONAL GEODETIC SURVEY
 GK0218.in June 1991.
 GK0218
 GK0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0218.GEOID18 height accuracy estimate available here.
 GK0218
 GK0218.Click photographs - Photos may exist for this station.
 GK0218
 GK0218.The dynamic height is computed by dividing the NAVD 88
 GK0218.geopotential number by the normal gravity value computed on the
 GK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0218.degrees latitude (g = 980.6199 gals.).
 GK0218
 GK0218.The modeled gravity was interpolated from observed gravity values.
 GK0218
 GK0218;                    North         East    Units  Estimated Accuracy
 GK0218;SPC OK N     -   176,566.4     347,159.9     MT  (+/- 3 meters HH1 GPS) 
 GK0218
 GK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3669747411(NAD 83)
 GK0218
 GK0218                          SUPERSEDED SURVEY CONTROL
 GK0218
 GK0218  NGVD 29 (??/??/92)  889.220  (m)         2917.38   (f) ADJ UNCH    1 2
 GK0218
 GK0218.Superseded values are not recommended for survey control.
 GK0218
 GK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0218.See file dsdata.pdf to determine how the superseded data were derived.
 GK0218
 GK0218_MARKER: DB = BENCH MARK DISK
 GK0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0218_STAMPING: D 11 1934
 GK0218_MARK LOGO: CGS
 GK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0218+STABILITY: SURFACE MOTION
 GK0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0218+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 GK0218
 GK0218  HISTORY     - Date     Condition        Report By
 GK0218  HISTORY     - 1934     MONUMENTED       CGS
 GK0218  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0218  HISTORY     - 20090318 GOOD             INDIV
 GK0218
 GK0218                          STATION DESCRIPTION
 GK0218
 GK0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0218'IN GRAY.
 GK0218'100 FEET EAST OF THE NORTHEAST ENTRANCE TO THE GRAY COMMUNITY CHURCH.
 GK0218'0.1 MILE WEST OF THE GRAY POST OFFICE.  66 FEET SOUTH OF THE
 GK0218'CENTERLINE OF U.S. HIGHWAY 85.
 GK0218
 GK0218                          STATION RECOVERY (1965)
 GK0218
 GK0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0218'MARK NOT FOUND.
 GK0218
 GK0218                          STATION RECOVERY (2009)
 GK0218
 GK0218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (TC)
 GK0218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0026 ***********************************************************************
 GJ0026  DESIGNATION -  D 110
 GJ0026  PID         -  GJ0026
 GJ0026  STATE/COUNTY-  OK/ALFALFA
 GJ0026  COUNTRY     -  US
 GJ0026  USGS QUAD   -  BURLINGTON (2018)
 GJ0026
 GJ0026                         *CURRENT SURVEY CONTROL
 GJ0026  ______________________________________________________________________
 GJ0026* NAD 83(1986) POSITION- 36 59 08.     (N) 098 28 24.     (W)   SCALED
 GJ0026* NAVD 88 ORTHO HEIGHT -   391.128 (meters)     1283.23  (feet) ADJUSTED
 GJ0026  ______________________________________________________________________
 GJ0026  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 GJ0026  DYNAMIC HEIGHT  -        390.789 (meters)     1282.11  (feet) COMP
 GJ0026  MODELED GRAVITY -    979,755.3   (mgal)                       NAVD 88
 GJ0026
 GJ0026  VERT ORDER      -  SECOND    CLASS 0
 GJ0026
 GJ0026.The horizontal coordinates were scaled from a map and have
 GJ0026.an estimated accuracy of +/- 6 seconds.
 GJ0026
 GJ0026.The orthometric height was determined by differential leveling and
 GJ0026.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0026.in June 1991.
 GJ0026
 GJ0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0026.GEOID18 height accuracy estimate available here.
 GJ0026
 GJ0026.Click photographs - Photos may exist for this station.
 GJ0026
 GJ0026.The dynamic height is computed by dividing the NAVD 88
 GJ0026.geopotential number by the normal gravity value computed on the
 GJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0026.degrees latitude (g = 980.6199 gals.).
 GJ0026
 GJ0026.The modeled gravity was interpolated from observed gravity values.
 GJ0026
 GJ0026;                    North         East    Units  Estimated Accuracy
 GJ0026;SPC OK N     -   220,420.      557,860.      MT  (+/- 180 meters Scaled)
 GJ0026
 GJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF468933(NAD 83)
 GJ0026
 GJ0026                          SUPERSEDED SURVEY CONTROL
 GJ0026
 GJ0026  NGVD 29 (??/??/92)  390.950  (m)         1282.64   (f) ADJ UNCH    2 0
 GJ0026
 GJ0026.Superseded values are not recommended for survey control.
 GJ0026
 GJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0026.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0026
 GJ0026_MARKER: DB = BENCH MARK DISK
 GJ0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0026_SP_SET: CULVERT HEADWALL
 GJ0026_STAMPING: D 110 1934
 GJ0026_MARK LOGO: CGS
 GJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0026+STABILITY: SURFACE MOTION
 GJ0026
 GJ0026  HISTORY     - Date     Condition        Report By
 GJ0026  HISTORY     - 1934     MONUMENTED       CGS
 GJ0026
 GJ0026                          STATION DESCRIPTION
 GJ0026
 GJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0026'2.6 MI SE FROM KIOWA.
 GJ0026'2.6 MILES SOUTHEAST OF A.T. AND SF. RR. STATION AT KIOWA, 125 FEET
 GJ0026'SOUTHEAST OF ATCHISON TOPEKA AND SANTA FE RAILROAD BRIDGE 2 A,
 GJ0026'90 FEET NORTHEAST OF NEAREST RAIL OF TRACK, 15 FEET SOUTH OF
 GJ0026'CENTER LINE OF SECTION LINE ROAD, IN WEST END OF SOUTH HEADWALL
 GJ0026'OF CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0020 ***********************************************************************
 GJ0020  DESIGNATION -  D 111
 GJ0020  PID         -  GJ0020
 GJ0020  STATE/COUNTY-  OK/ALFALFA
 GJ0020  COUNTRY     -  US
 GJ0020  USGS QUAD   -  AMORITA (2018)
 GJ0020
 GJ0020                         *CURRENT SURVEY CONTROL
 GJ0020  ______________________________________________________________________
 GJ0020* NAD 83(1986) POSITION- 36 53 51.     (N) 098 17 31.     (W)   SCALED
 GJ0020* NAVD 88 ORTHO HEIGHT -   362.681 (meters)     1189.90  (feet) ADJUSTED
 GJ0020  ______________________________________________________________________
 GJ0020  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 GJ0020  DYNAMIC HEIGHT  -        362.371 (meters)     1188.88  (feet) COMP
 GJ0020  MODELED GRAVITY -    979,768.1   (mgal)                       NAVD 88
 GJ0020
 GJ0020  VERT ORDER      -  SECOND    CLASS 0
 GJ0020
 GJ0020.The horizontal coordinates were scaled from a map and have
 GJ0020.an estimated accuracy of +/- 6 seconds.
 GJ0020
 GJ0020.The orthometric height was determined by differential leveling and
 GJ0020.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0020.in June 1991.
 GJ0020
 GJ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0020.GEOID18 height accuracy estimate available here.
 GJ0020
 GJ0020.Click photographs - Photos may exist for this station.
 GJ0020
 GJ0020.The dynamic height is computed by dividing the NAVD 88
 GJ0020.geopotential number by the normal gravity value computed on the
 GJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0020.degrees latitude (g = 980.6199 gals.).
 GJ0020
 GJ0020.The modeled gravity was interpolated from observed gravity values.
 GJ0020
 GJ0020;                    North         East    Units  Estimated Accuracy
 GJ0020;SPC OK N     -   210,580.      573,980.      MT  (+/- 180 meters Scaled)
 GJ0020
 GJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF630837(NAD 83)
 GJ0020
 GJ0020                          SUPERSEDED SURVEY CONTROL
 GJ0020
 GJ0020  NGVD 29 (??/??/92)  362.539  (m)         1189.43   (f) ADJ UNCH    2 0
 GJ0020
 GJ0020.Superseded values are not recommended for survey control.
 GJ0020
 GJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0020.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0020
 GJ0020_MARKER: DB = BENCH MARK DISK
 GJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0020_STAMPING: D 111 1934
 GJ0020_MARK LOGO: CGS
 GJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0020+STABILITY: SURFACE MOTION
 GJ0020
 GJ0020  HISTORY     - Date     Condition        Report By
 GJ0020  HISTORY     - 1934     MONUMENTED       CGS
 GJ0020  HISTORY     - 1967     MARK NOT FOUND   USGS
 GJ0020
 GJ0020                          STATION DESCRIPTION
 GJ0020
 GJ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0020'AT BYRON.
 GJ0020'AT BYRON, 200 FEET NORTHEAST OF ATCHISON TOPEKA AND SANTA FE
 GJ0020'STATION, 25 FEET NORTHWEST OF NEAREST RAIL OF TRACK, IN RIGHT
 GJ0020'OF WAY BETWEEN MAIN TRACK AND SIDE TRACK.
 GJ0020
 GJ0020                          STATION RECOVERY (1967)
 GJ0020
 GJ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0072 ***********************************************************************
 GJ0072  DESIGNATION -  D 112
 GJ0072  PID         -  GJ0072
 GJ0072  STATE/COUNTY-  OK/MAJOR
 GJ0072  COUNTRY     -  US
 GJ0072  USGS QUAD   -  FAIRVIEW (2018)
 GJ0072
 GJ0072                         *CURRENT SURVEY CONTROL
 GJ0072  ______________________________________________________________________
 GJ0072* NAD 83(1986) POSITION- 36 15 55.     (N) 098 28 49.     (W)   SCALED
 GJ0072* NAVD 88 ORTHO HEIGHT -   397.279 (meters)     1303.41  (feet) ADJUSTED
 GJ0072  ______________________________________________________________________
 GJ0072  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 GJ0072  DYNAMIC HEIGHT  -        396.920 (meters)     1302.23  (feet) COMP
 GJ0072  MODELED GRAVITY -    979,716.6   (mgal)                       NAVD 88
 GJ0072
 GJ0072  VERT ORDER      -  SECOND    CLASS 0
 GJ0072
 GJ0072.The horizontal coordinates were scaled from a map and have
 GJ0072.an estimated accuracy of +/- 6 seconds.
 GJ0072
 GJ0072.The orthometric height was determined by differential leveling and
 GJ0072.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0072.in June 1991.
 GJ0072
 GJ0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0072.GEOID18 height accuracy estimate available here.
 GJ0072
 GJ0072.Click photographs - Photos may exist for this station.
 GJ0072
 GJ0072.The dynamic height is computed by dividing the NAVD 88
 GJ0072.geopotential number by the normal gravity value computed on the
 GJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0072.degrees latitude (g = 980.6199 gals.).
 GJ0072
 GJ0072.The modeled gravity was interpolated from observed gravity values.
 GJ0072
 GJ0072;                    North         East    Units  Estimated Accuracy
 GJ0072;SPC OK N     -   140,490.      556,840.      MT  (+/- 180 meters Scaled)
 GJ0072
 GJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF466134(NAD 83)
 GJ0072
 GJ0072                          SUPERSEDED SURVEY CONTROL
 GJ0072
 GJ0072  NGVD 29 (??/??/92)  397.107  (m)         1302.84   (f) ADJ UNCH    2 0
 GJ0072
 GJ0072.Superseded values are not recommended for survey control.
 GJ0072
 GJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0072.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0072
 GJ0072_MARKER: DB = BENCH MARK DISK
 GJ0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0072_SP_SET: TANK FOUNDATION
 GJ0072_STAMPING: D 112 1935
 GJ0072_MARK LOGO: CGS
 GJ0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0072
 GJ0072  HISTORY     - Date     Condition        Report By
 GJ0072  HISTORY     - 1935     MONUMENTED       CGS
 GJ0072
 GJ0072                          STATION DESCRIPTION
 GJ0072
 GJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0072'AT FAIRVIEW.
 GJ0072'AT FAIRVIEW SET IN WEST SIDE CONCRETE BASE OF CITY WATER TANK,
 GJ0072'252 FEET EAST OF ATCHISON TOPEKA AND SANTA FE TRACK, 50 FEET
 GJ0072'SOUTHWEST OF FAIRVIEW WATER AND LIGHT BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0226 ***********************************************************************
 FK0226  DESIGNATION -  D 113
 FK0226  PID         -  FK0226
 FK0226  STATE/COUNTY-  OK/CUSTER
 FK0226  COUNTRY     -  US
 FK0226  USGS QUAD   -  CLINTON NE (2018)
 FK0226
 FK0226                         *CURRENT SURVEY CONTROL
 FK0226  ______________________________________________________________________
 FK0226* NAD 83(1986) POSITION- 35 41 07.83   (N) 098 50 41.03   (W)   HD_HELD1
 FK0226* NAVD 88 ORTHO HEIGHT -   519.157 (meters)     1703.27  (feet) ADJUSTED
 FK0226  ______________________________________________________________________
 FK0226  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 FK0226  DYNAMIC HEIGHT  -        518.646 (meters)     1701.59  (feet) COMP
 FK0226  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 FK0226
 FK0226  VERT ORDER      -  SECOND    CLASS 0
 FK0226
 FK0226.The horizontal coordinates were determined by differentially corrected
 FK0226.hand held GPS observations or other comparable positioning techniques
 FK0226.and have an estimated accuracy of +/- 3 meters.
 FK0226
 FK0226.The orthometric height was determined by differential leveling and
 FK0226.adjusted by the NATIONAL GEODETIC SURVEY
 FK0226.in June 1991.
 FK0226
 FK0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0226.GEOID18 height accuracy estimate available here.
 FK0226
 FK0226.Click photographs - Photos may exist for this station.
 FK0226
 FK0226.The dynamic height is computed by dividing the NAVD 88
 FK0226.geopotential number by the normal gravity value computed on the
 FK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0226.degrees latitude (g = 980.6199 gals.).
 FK0226
 FK0226.The modeled gravity was interpolated from observed gravity values.
 FK0226
 FK0226;                    North         East    Units  Estimated Accuracy
 FK0226;SPC OK N     -    76,391.8     523,537.2     MT  (+/- 3 meters HH1 GPS) 
 FK0226
 FK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1404949078(NAD 83)
 FK0226
 FK0226                          SUPERSEDED SURVEY CONTROL
 FK0226
 FK0226  NGVD 29 (??/??/92)  518.943  (m)         1702.57   (f) ADJ UNCH    2 0
 FK0226
 FK0226.Superseded values are not recommended for survey control.
 FK0226
 FK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0226.See file dsdata.pdf to determine how the superseded data were derived.
 FK0226
 FK0226_MARKER: DB = BENCH MARK DISK
 FK0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0226_STAMPING: D 113 1935
 FK0226_MARK LOGO: CGS
 FK0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0226+STABILITY: SURFACE MOTION
 FK0226
 FK0226  HISTORY     - Date     Condition        Report By
 FK0226  HISTORY     - 1935     MONUMENTED       CGS
 FK0226
 FK0226                          STATION DESCRIPTION
 FK0226
 FK0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0226'2.7 MI NE FROM CUSTER.
 FK0226'2.7 MILES NORTHEAST OF ST. LOUIS AND SAN FRANCISCO RR. STATION
 FK0226'AT CUSTER 0.25 MILE NORTHEAST OF JUNCTION OF ATCHISON TOPEK AND
 FK0226'SANTA FE TRACK AND ST. LOUIS AND SAN FRANCISCO TRACK, 350 FEET
 FK0226'SOUTHWEST OF ATCHISON TOPEKA AND SANTA FE BRIDGE 385 A, 52 FEET
 FK0226'SOUTHEAST OF NEAREST RAIL OF ATCHISON TOPEK AND SANTA FE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0582 ***********************************************************************
 DM0582  DESIGNATION -  D 12
 DM0582  PID         -  DM0582
 DM0582  STATE/COUNTY-  OK/CHOCTAW
 DM0582  COUNTRY     -  US
 DM0582  USGS QUAD   -  GRANT (2018)
 DM0582
 DM0582                         *CURRENT SURVEY CONTROL
 DM0582  ______________________________________________________________________
 DM0582* NAD 83(1986) POSITION- 33 56 38.     (N) 095 30 48.     (W)   SCALED
 DM0582* NAVD 88 ORTHO HEIGHT -   143.593 (meters)      471.10  (feet) ADJUSTED
 DM0582  ______________________________________________________________________
 DM0582  GEOID HEIGHT    -        -28.613 (meters)                     GEOID18
 DM0582  DYNAMIC HEIGHT  -        143.440 (meters)      470.60  (feet) COMP
 DM0582  MODELED GRAVITY -    979,572.3   (mgal)                       NAVD 88
 DM0582
 DM0582  VERT ORDER      -  SECOND    CLASS 0
 DM0582
 DM0582.The horizontal coordinates were scaled from a map and have
 DM0582.an estimated accuracy of +/- 6 seconds.
 DM0582
 DM0582.The orthometric height was determined by differential leveling and
 DM0582.adjusted by the NATIONAL GEODETIC SURVEY
 DM0582.in June 1991.
 DM0582
 DM0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0582.GEOID18 height accuracy estimate available here.
 DM0582
 DM0582.Click photographs - Photos may exist for this station.
 DM0582
 DM0582.The dynamic height is computed by dividing the NAVD 88
 DM0582.geopotential number by the normal gravity value computed on the
 DM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0582.degrees latitude (g = 980.6199 gals.).
 DM0582
 DM0582.The modeled gravity was interpolated from observed gravity values.
 DM0582
 DM0582;                    North         East    Units  Estimated Accuracy
 DM0582;SPC OK S     -    70,560.      829,860.      MT  (+/- 180 meters Scaled)
 DM0582
 DM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT677587(NAD 83)
 DM0582
 DM0582                          SUPERSEDED SURVEY CONTROL
 DM0582
 DM0582  NGVD 29 (??/??/92)  143.537  (m)          470.92   (f) ADJ UNCH    2 0
 DM0582
 DM0582.Superseded values are not recommended for survey control.
 DM0582
 DM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0582.See file dsdata.pdf to determine how the superseded data were derived.
 DM0582
 DM0582_MARKER: DB = BENCH MARK DISK
 DM0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0582_SP_SET: BUILDING
 DM0582_STAMPING: D 12 1933
 DM0582_MARK LOGO: CGS
 DM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0582
 DM0582  HISTORY     - Date     Condition        Report By
 DM0582  HISTORY     - 1933     MONUMENTED       CGS
 DM0582
 DM0582                          STATION DESCRIPTION
 DM0582
 DM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0582'4.8 MI S FROM HUGO.
 DM0582'4.8 MILES SOUTH OF, ALONG ST.L.-S.F.RY.  AT GRANT SCHOOL, 1 FOOT
 DM0582'SOUTHEAST OF WEST CORNER OF BUILDING, IN SOUTHWEST WALL OF BUILDING,
 DM0582'2.5 FEET ABOVE GROUND.  TABLET CEMENTED IN VERTICAL FACE OF BRICK
 DM0582'WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0208 ***********************************************************************
 EM0208  DESIGNATION -  D 123
 EM0208  PID         -  EM0208
 EM0208  STATE/COUNTY-  OK/KIOWA
 EM0208  COUNTRY     -  US
 EM0208  USGS QUAD   -  LONE WOLF (2018)
 EM0208
 EM0208                         *CURRENT SURVEY CONTROL
 EM0208  ______________________________________________________________________
 EM0208* NAD 83(1986) POSITION- 34 59 48.65   (N) 099 13 08.72   (W)   HD_HELD1
 EM0208* NAVD 88 ORTHO HEIGHT -   480.770 (meters)     1577.33  (feet) ADJUSTED
 EM0208  ______________________________________________________________________
 EM0208  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 EM0208  DYNAMIC HEIGHT  -        480.301 (meters)     1575.79  (feet) COMP
 EM0208  MODELED GRAVITY -    979,642.0   (mgal)                       NAVD 88
 EM0208
 EM0208  VERT ORDER      -  SECOND    CLASS 0
 EM0208
 EM0208.The horizontal coordinates were determined by differentially corrected
 EM0208.hand held GPS observations or other comparable positioning techniques
 EM0208.and have an estimated accuracy of +/- 3 meters.
 EM0208
 EM0208.The orthometric height was determined by differential leveling and
 EM0208.adjusted by the NATIONAL GEODETIC SURVEY
 EM0208.in June 1991.
 EM0208
 EM0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0208.GEOID18 height accuracy estimate available here.
 EM0208
 EM0208.Click photographs - Photos may exist for this station.
 EM0208
 EM0208.The dynamic height is computed by dividing the NAVD 88
 EM0208.geopotential number by the normal gravity value computed on the
 EM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0208.degrees latitude (g = 980.6199 gals.).
 EM0208
 EM0208.The modeled gravity was interpolated from observed gravity values.
 EM0208
 EM0208;                    North         East    Units  Estimated Accuracy
 EM0208;SPC OK S     -   185,197.5     488,714.3     MT  (+/- 3 meters HH1 GPS) 
 EM0208
 EM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8000672715(NAD 83)
 EM0208
 EM0208                          SUPERSEDED SURVEY CONTROL
 EM0208
 EM0208  NGVD 29 (??/??/92)  480.600  (m)         1576.77   (f) ADJ UNCH    2 0
 EM0208
 EM0208.Superseded values are not recommended for survey control.
 EM0208
 EM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0208.See file dsdata.pdf to determine how the superseded data were derived.
 EM0208
 EM0208_MARKER: DB = BENCH MARK DISK
 EM0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0208_SP_SET: CULVERT HEADWALL
 EM0208_STAMPING: D 123 1961
 EM0208_MARK LOGO: CGS
 EM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0208+STABILITY: SURFACE MOTION
 EM0208
 EM0208  HISTORY     - Date     Condition        Report By
 EM0208  HISTORY     - 1961     MONUMENTED       CGS
 EM0208
 EM0208                          STATION DESCRIPTION
 EM0208
 EM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0208'1.8 MI NE FROM LONE WOLF.
 EM0208'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE
 EM0208'WOLF, 20 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 4.0 FEET
 EM0208'SOUTHEAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 EM0208'HEADWALL OF A CONCRETE CULVERT, 1 FOOT NORTHEAST OF THE SOUTHWEST END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0033 ***********************************************************************
 EM0033  DESIGNATION -  D 125
 EM0033  PID         -  EM0033
 EM0033  STATE/COUNTY-  OK/COMANCHE
 EM0033  COUNTRY     -  US
 EM0033  USGS QUAD   -  LAWTON (2018)
 EM0033
 EM0033                         *CURRENT SURVEY CONTROL
 EM0033  ______________________________________________________________________
 EM0033* NAD 83(2011) POSITION- 34 34 16.87829(N) 098 24 55.84777(W)   NO CHECK
 EM0033* NAD 83(2011) ELLIP HT-   307.361 (meters)        (06/27/12)   NO CHECK
 EM0033* NAD 83(2011) EPOCH   -  2010.00
 EM0033* NAVD 88 ORTHO HEIGHT -   332.961 (meters)     1092.39  (feet) ADJUSTED
 EM0033  ______________________________________________________________________
 EM0033  GEOID HEIGHT    -        -25.629 (meters)                     GEOID18
 EM0033  NAD 83(2011) X  -   -769,484.943 (meters)                     COMP
 EM0033  NAD 83(2011) Y  - -5,201,196.747 (meters)                     COMP
 EM0033  NAD 83(2011) Z  -  3,598,986.981 (meters)                     COMP
 EM0033  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 EM0033  DYNAMIC HEIGHT  -        332.629 (meters)     1091.30  (feet) COMP
 EM0033  MODELED GRAVITY -    979,628.3   (mgal)                       NAVD 88
 EM0033
 EM0033  VERT ORDER      -  SECOND    CLASS 0
 EM0033
 EM0033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0033  Standards:
 EM0033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0033  -------------------------------------------------------------------
 EM0033  NETWORK    1.38   2.88           0.60   0.52   1.47     -0.02995735
 EM0033  -------------------------------------------------------------------
 EM0033  Click here for local accuracies and other accuracy information.
 EM0033
 EM0033.This mark is at Lawton Airport (LAW)
 EM0033
 EM0033.The horizontal coordinates were established by GPS observations
 EM0033.and adjusted by the National Geodetic Survey in June 2012.
 EM0033
 EM0033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0033.been affixed to the stable North American tectonic plate. See 
 EM0033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0033
 EM0033.The horizontal coordinates are valid at the epoch date displayed above
 EM0033.which is a decimal equivalence of Year/Month/Day.
 EM0033
 EM0033.No horizontal observational check was made to the station.
 EM0033
 EM0033.The orthometric height was determined by differential leveling and
 EM0033.adjusted by the NATIONAL GEODETIC SURVEY
 EM0033.in June 1991.
 EM0033
 EM0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0033.GEOID18 height accuracy estimate available here.
 EM0033
 EM0033.Click photographs - Photos may exist for this station.
 EM0033
 EM0033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0033
 EM0033.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0033
 EM0033.The ellipsoidal height was determined by GPS observations
 EM0033.and is referenced to NAD 83.
 EM0033
 EM0033.The dynamic height is computed by dividing the NAVD 88
 EM0033.geopotential number by the normal gravity value computed on the
 EM0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0033.degrees latitude (g = 980.6199 gals.).
 EM0033
 EM0033.The modeled gravity was interpolated from observed gravity values.
 EM0033
 EM0033. The following values were computed from the NAD 83(2011) position.
 EM0033
 EM0033;                    North         East     Units Scale Factor Converg.
 EM0033;SPC OK S     -   137,403.885   561,874.362   MT  0.99993597   -0 14 09.1
 EM0033;SPC OK S     -   450,799.25  1,843,416.14   sFT  0.99993597   -0 14 09.1
 EM0033;UTM  14      - 3,825,664.822   553,612.353   MT  0.99963543   +0 19 54.0
 EM0033
 EM0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0033!SPC OK S     -   0.99995175  x   0.99993597  =   0.99988773
 EM0033!UTM  14      -   0.99995175  x   0.99963543  =   0.99958720
 EM0033
 EM0033:                Primary Azimuth Mark                     Grid Az
 EM0033:SPC OK S     -  LAW D                                    197 48 14.3
 EM0033:UTM  14      -  LAW D                                    197 14 11.2
 EM0033
 EM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5361225664(NAD 83)
 EM0033
 EM0033|---------------------------------------------------------------------|
 EM0033| PID    Reference Object                     Distance      Geod. Az  |
 EM0033|                                                           dddmmss.s |
 EM0033| AJ8108 LAW D                               APPROX. 0.6 KM 1973405.2 |
 EM0033|---------------------------------------------------------------------|
 EM0033
 EM0033                          SUPERSEDED SURVEY CONTROL
 EM0033
 EM0033  NAD 83(2007)-  34 34 16.87811(N)    098 24 55.84830(W) AD(2002.00) 0
 EM0033  ELLIP H (02/10/07)  307.380  (m)                       GP(2002.00)    
 EM0033  NAD 83(1993)-  34 34 16.87785(N)    098 24 55.84832(W) AD(       ) 1
 EM0033  ELLIP H (03/07/02)  307.389  (m)                       GP(       ) 4 2
 EM0033  NAVD 88             332.96   (m)         1092.4    (f) LEVELING    3  
 EM0033  NGVD 29 (??/??/92)  332.864  (m)         1092.07   (f) ADJ UNCH    2 0
 EM0033
 EM0033.Superseded values are not recommended for survey control.
 EM0033
 EM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0033.See file dsdata.pdf to determine how the superseded data were derived.
 EM0033
 EM0033_MARKER: DB = BENCH MARK DISK
 EM0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0033_SP_SET: DRAIN
 EM0033_STAMPING: D 125 1963
 EM0033_MARK LOGO: CGS
 EM0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0033+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 EM0033
 EM0033  HISTORY     - Date     Condition        Report By
 EM0033  HISTORY     - 1963     MONUMENTED       CGS
 EM0033  HISTORY     - 1968     GOOD             CGS
 EM0033  HISTORY     - 1976     GOOD             NGS
 EM0033  HISTORY     - 20000204 GOOD             LOCSUR
 EM0033  HISTORY     - 20010530 GOOD             MSAM
 EM0033
 EM0033                          STATION DESCRIPTION
 EM0033
 EM0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EM0033'2 MI S FROM LAWTON.
 EM0033'LOCATED AT THE LAWTON MUNICIPAL AIRPORT, IN THE NORTHEAST CORNER OF A
 EM0033'CONCRETE DRAIN, 846 FT. SOUTH OF THE INTERSECTION OF THE EAST-WEST
 EM0033'TAXIWAY LEADING FROM THE RAMP AND THE NORTH SOUTH CONCRETE RUNWAY, 264
 EM0033'FT.  EAST OF THE EAST EDGE THE NORTH-SOUTH CONCRETE RUNWAY, AND 108
 EM0033'FT. WEST OF THE NORTH-SOUTH TAXIWAY. NOTE -- THE MARK APPEARS TO HAVE
 EM0033'BEEN BEATEN ON WITH A HAMMER.
 EM0033
 EM0033                          STATION RECOVERY (1976)
 EM0033
 EM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EM0033'RECOVERED IN GOOD CONDITION.
 EM0033
 EM0033                          STATION RECOVERY (2000)
 EM0033
 EM0033'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0033'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0033'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0033'NO OBSTRUCTIONS.  NEED PRIOR PERMISSION TO OCCUPY BY LAWTON AIRPORT
 EM0033'AUTHORITY, CONTACT BARBARA MCNALLY AT AIRPORT OFFICE.
 EM0033
 EM0033                          STATION RECOVERY (2001)
 EM0033
 EM0033'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 EM0033'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 EM0033'THE STATION IS LOCATED ABOUT 129 KM (80 MI) SOUTHWEST OF OKLAHOMA
 EM0033'CITY,
 EM0033'OKLAHOMA AND 5.6 KM (3.5 MI) SOUTHWEST OF LAWTON, OKLAHOMA,  AT THE
 EM0033'LAWTON-FORT SILL REGIONAL AIRPORT SOUTHWEST OF THE TERMINAL AREA, IN
 EM0033'THE NORTHERN SECTOR OF A GRASS AREA DEFINED BY RUNWAY 17-35, TAXIWAY
 EM0033'D,
 EM0033'TAXIWAY A, AND TAXIWAY C. THIS IS A CONTROLLED AIRPORT, AND AN ESCORT
 EM0033'IS
 EM0033'REQUIRED. PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE
 EM0033'AIRPORT
 EM0033'MANAGER, BARBARA MCNALLY, PHONE 580-353-4869. OWNERSHIP-CITY OF
 EM0033'LAWTON,
 EM0033'BOX 531 , LAWTON OK 73501.
 EM0033'
 EM0033'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 EM0033'EXIT 33 AND U.S. 281 BUSINESS ROUTE (SOUTHWEST 11 TH STREET) ABOUT 6.3
 EM0033'KM
 EM0033'(3.9 MI) SOUTHWEST OF LAWTON, OKLAHOMA, TRAVEL NORTH ON U.S. 281
 EM0033'BUSINESS
 EM0033'ROUTE (SOUTHWEST 11 TH STREET) FOR 2.1 KM (1.3 MI) TO THE INTERSECTION
 EM0033'OF
 EM0033'U.S. 281 BUSINESS ROUTE (SOUTHWEST 11 TH STREET) AND THE LAWTON-FORT
 EM0033'SILL REGIONAL AIRPORT ACCESS ROAD. TURN LEFT, WEST, ON AIRPORT ACCESS
 EM0033'ROAD AND TRAVEL 0.8 KM (0.5 MI) TO TERMINAL BUILDING AHEAD.. .. ..
 EM0033'
 EM0033'FIELD CREW NEEDS TO FINISH PARAGRAPH 2.
 EM0033'
 EM0033'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN
 EM0033'CONCRETE INLET STAMPED --D 125 1963--. IT IS 58.2 M (190.9 FT)
 EM0033'SOUTHWEST OF THE
 EM0033'SOUTHWEST CORNER OF A CONCRETE PAD FOR A SIGN MARKED --D A A--, 33.0 M
 EM0033'(108.2 FT) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE PAD FOR A SIGN
 EM0033'MARKED --D--, 33.0 M (108.2 FT) WEST AND PERPENDICULAR TO THE WEST
 EM0033'EDGE OF
 EM0033'TAXIWAY A. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 EM0033'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0530 ***********************************************************************
 GH0530  DESIGNATION -  D 13
 GH0530  PID         -  GH0530
 GH0530  STATE/COUNTY-  OK/GRANT
 GH0530  COUNTRY     -  US
 GH0530  USGS QUAD   -  RENFROW (2018)
 GH0530
 GH0530                         *CURRENT SURVEY CONTROL
 GH0530  ______________________________________________________________________
 GH0530* NAD 83(1986) POSITION- 36 53 12.39   (N) 097 40 43.16   (W)   HD_HELD1
 GH0530* NAVD 88 ORTHO HEIGHT -   360.968 (meters)     1184.28  (feet) ADJUSTED
 GH0530  ______________________________________________________________________
 GH0530  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 GH0530  DYNAMIC HEIGHT  -        360.667 (meters)     1183.29  (feet) COMP
 GH0530  MODELED GRAVITY -    979,788.2   (mgal)                       NAVD 88
 GH0530
 GH0530  VERT ORDER      -  FIRST     CLASS II
 GH0530
 GH0530.The horizontal coordinates were determined by differentially corrected
 GH0530.hand held GPS observations or other comparable positioning techniques
 GH0530.and have an estimated accuracy of +/- 3 meters.
 GH0530
 GH0530.The orthometric height was determined by differential leveling and
 GH0530.adjusted by the NATIONAL GEODETIC SURVEY
 GH0530.in June 1991.
 GH0530
 GH0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0530.GEOID18 height accuracy estimate available here.
 GH0530
 GH0530.Click photographs - Photos may exist for this station.
 GH0530
 GH0530.The dynamic height is computed by dividing the NAVD 88
 GH0530.geopotential number by the normal gravity value computed on the
 GH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0530.degrees latitude (g = 980.6199 gals.).
 GH0530
 GH0530.The modeled gravity was interpolated from observed gravity values.
 GH0530
 GH0530;                    North         East    Units  Estimated Accuracy
 GH0530;SPC OK N     -   209,399.7     628,646.4     MT  (+/- 3 meters HH1 GPS) 
 GH0530
 GH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1774583127(NAD 83)
 GH0530
 GH0530                          SUPERSEDED SURVEY CONTROL
 GH0530
 GH0530  NGVD 29 (??/??/92)  360.866  (m)         1183.94   (f) ADJ UNCH    1 2
 GH0530
 GH0530.Superseded values are not recommended for survey control.
 GH0530
 GH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0530.See file dsdata.pdf to determine how the superseded data were derived.
 GH0530
 GH0530_MARKER: DB = BENCH MARK DISK
 GH0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0530_STAMPING: D 13 1933
 GH0530_MARK LOGO: CGS
 GH0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0530+STABILITY: SURFACE MOTION
 GH0530
 GH0530  HISTORY     - Date     Condition        Report By
 GH0530  HISTORY     - 1933     MONUMENTED       CGS
 GH0530
 GH0530                          STATION DESCRIPTION
 GH0530
 GH0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0530'2.8 MI S FROM RENFROW.
 GH0530'2-3/4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0530'RAILROAD FROM RENFROW, GRANT COUNTY, 6 YARDS NORTH OF POLE
 GH0530'305+19, 53 YARDS SOUTH OF THE CENTER OF A ROAD CROSSING, 12
 GH0530'YARDS WEST OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH
 GH0530'A ROW OF POLES.  A STANDARD DISK, STAMPED D 13 1933 AND SET
 GH0530'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0288 ***********************************************************************
 GH0288  DESIGNATION -  D 130 RESET
 GH0288  PID         -  GH0288
 GH0288  STATE/COUNTY-  OK/KAY
 GH0288  COUNTRY     -  US
 GH0288  USGS QUAD   -  KILDARE (2018)
 GH0288
 GH0288                         *CURRENT SURVEY CONTROL
 GH0288  ______________________________________________________________________
 GH0288* NAD 83(1986) POSITION- 36 48 28.     (N) 097 02 45.     (W)   SCALED
 GH0288* NAVD 88 ORTHO HEIGHT -   339.190 (meters)     1112.83  (feet) ADJUSTED
 GH0288  ______________________________________________________________________
 GH0288  GEOID HEIGHT    -        -28.965 (meters)                     GEOID18
 GH0288  DYNAMIC HEIGHT  -        338.899 (meters)     1111.87  (feet) COMP
 GH0288  MODELED GRAVITY -    979,762.8   (mgal)                       NAVD 88
 GH0288
 GH0288  VERT ORDER      -  SECOND    CLASS 0
 GH0288
 GH0288.The horizontal coordinates were scaled from a map and have
 GH0288.an estimated accuracy of +/- 6 seconds.
 GH0288
 GH0288.The orthometric height was determined by differential leveling and
 GH0288.adjusted by the NATIONAL GEODETIC SURVEY
 GH0288.in June 1991.
 GH0288
 GH0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0288.GEOID18 height accuracy estimate available here.
 GH0288
 GH0288.Click photographs - Photos may exist for this station.
 GH0288
 GH0288.The dynamic height is computed by dividing the NAVD 88
 GH0288.geopotential number by the normal gravity value computed on the
 GH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0288.degrees latitude (g = 980.6199 gals.).
 GH0288
 GH0288.The modeled gravity was interpolated from observed gravity values.
 GH0288
 GH0288;                    North         East    Units  Estimated Accuracy
 GH0288;SPC OK N     -   201,000.      685,150.      MT  (+/- 180 meters Scaled)
 GH0288
 GH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF743753(NAD 83)
 GH0288
 GH0288                          SUPERSEDED SURVEY CONTROL
 GH0288
 GH0288  NGVD 29 (??/??/92)  339.057  (m)         1112.39   (f) ADJ UNCH    2 0
 GH0288
 GH0288.Superseded values are not recommended for survey control.
 GH0288
 GH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0288.See file dsdata.pdf to determine how the superseded data were derived.
 GH0288
 GH0288_MARKER: DB = BENCH MARK DISK
 GH0288_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0288+WITH SETTING: PAVEMENT
 GH0288_SP_SET: TOWER BASE
 GH0288_STAMPING: D 130 RESET 1947
 GH0288_MARK LOGO: CGS
 GH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0288+STABILITY: SURFACE MOTION
 GH0288
 GH0288  HISTORY     - Date     Condition        Report By
 GH0288  HISTORY     - 1947     MONUMENTED       CGS
 GH0288  HISTORY     - 1953     GOOD             CGS
 GH0288
 GH0288                          STATION DESCRIPTION
 GH0288
 GH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0288'0.2 MI S FROM KILDARE.
 GH0288'0.2 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0288'FROM THE STATION SIGN AT KILDARE, 7 POLES SOUTH OF A ROAD
 GH0288'CROSSING, 5 POLES SOUTH OF MILEPOST 281, 23 FEET EAST OF THE EAST
 GH0288'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTHWEST CORNER
 GH0288'OF THE CONCRETE BASE OF AN OLD SIGNAL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0472 ***********************************************************************
 GH0472  DESIGNATION -  D 131
 GH0472  PID         -  GH0472
 GH0472  STATE/COUNTY-  OK/GRANT
 GH0472  COUNTRY     -  US
 GH0472  USGS QUAD   -  DEER CREEK (2018)
 GH0472
 GH0472                         *CURRENT SURVEY CONTROL
 GH0472  ______________________________________________________________________
 GH0472* NAD 83(1986) POSITION- 36 48 12.     (N) 097 36 22.     (W)   SCALED
 GH0472* NAVD 88 ORTHO HEIGHT -   341.393 (meters)     1120.05  (feet) ADJUSTED
 GH0472  ______________________________________________________________________
 GH0472  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GH0472  DYNAMIC HEIGHT  -        341.107 (meters)     1119.12  (feet) COMP
 GH0472  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 GH0472
 GH0472  VERT ORDER      -  SECOND    CLASS 0
 GH0472
 GH0472.The horizontal coordinates were scaled from a map and have
 GH0472.an estimated accuracy of +/- 6 seconds.
 GH0472
 GH0472.The orthometric height was determined by differential leveling and
 GH0472.adjusted by the NATIONAL GEODETIC SURVEY
 GH0472.in June 1991.
 GH0472
 GH0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0472.GEOID18 height accuracy estimate available here.
 GH0472
 GH0472.Click photographs - Photos may exist for this station.
 GH0472
 GH0472.The dynamic height is computed by dividing the NAVD 88
 GH0472.geopotential number by the normal gravity value computed on the
 GH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0472.degrees latitude (g = 980.6199 gals.).
 GH0472
 GH0472.The modeled gravity was interpolated from observed gravity values.
 GH0472
 GH0472;                    North         East    Units  Estimated Accuracy
 GH0472;SPC OK N     -   200,160.      635,150.      MT  (+/- 180 meters Scaled)
 GH0472
 GH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF243739(NAD 83)
 GH0472
 GH0472                          SUPERSEDED SURVEY CONTROL
 GH0472
 GH0472  NGVD 29 (??/??/92)  341.302  (m)         1119.76   (f) ADJ UNCH    2 0
 GH0472
 GH0472.Superseded values are not recommended for survey control.
 GH0472
 GH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0472.See file dsdata.pdf to determine how the superseded data were derived.
 GH0472
 GH0472_MARKER: DB = BENCH MARK DISK
 GH0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0472_SP_SET: GRAIN ELEVATOR
 GH0472_STAMPING: D 131 1934
 GH0472_MARK LOGO: CGS
 GH0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0472
 GH0472  HISTORY     - Date     Condition        Report By
 GH0472  HISTORY     - 1934     MONUMENTED       CGS
 GH0472  HISTORY     - 19970402 MARK NOT FOUND   NGS
 GH0472
 GH0472                          STATION DESCRIPTION
 GH0472
 GH0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0472'AT NUMA.
 GH0472'AT NUMA, GRANT COUNTY, ABOUT 150 FEET WEST OF THE WEST END
 GH0472'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT A
 GH0472'DIRT-ROAD CROSSING, 66 FEET WEST OF THE CENTER LINE OF THE
 GH0472'ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, IN
 GH0472'THE SOUTHEAST CONCRETE WALL OF THE FARMERS GRAIN ELEVATOR, AND
 GH0472'ABOUT 2-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 GH0472'STAMPED D 131 1934 AND SET VERTICALLY.
 GH0472
 GH0472                          STATION RECOVERY (1997)
 GH0472
 GH0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GH0472'THE ELEVATOR HAS BEEN RAZED.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0200 ***********************************************************************
 GH0200  DESIGNATION -  D 132
 GH0200  PID         -  GH0200
 GH0200  STATE/COUNTY-  OK/OSAGE
 GH0200  COUNTRY     -  US
 GH0200  USGS QUAD   -  GRAINOLA (2018)
 GH0200
 GH0200                         *CURRENT SURVEY CONTROL
 GH0200  ______________________________________________________________________
 GH0200* NAD 83(1986) POSITION- 36 58 36.     (N) 096 44 37.     (W)   SCALED
 GH0200* NAVD 88 ORTHO HEIGHT -   369.674 (meters)     1212.84  (feet) ADJUSTED
 GH0200  ______________________________________________________________________
 GH0200  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 GH0200  DYNAMIC HEIGHT  -        369.362 (meters)     1211.82  (feet) COMP
 GH0200  MODELED GRAVITY -    979,776.5   (mgal)                       NAVD 88
 GH0200
 GH0200  VERT ORDER      -  SECOND    CLASS 0
 GH0200
 GH0200.The horizontal coordinates were scaled from a map and have
 GH0200.an estimated accuracy of +/- 6 seconds.
 GH0200
 GH0200.The orthometric height was determined by differential leveling and
 GH0200.adjusted by the NATIONAL GEODETIC SURVEY
 GH0200.in June 1991.
 GH0200
 GH0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0200.GEOID18 height accuracy estimate available here.
 GH0200
 GH0200.Click photographs - Photos may exist for this station.
 GH0200
 GH0200.The dynamic height is computed by dividing the NAVD 88
 GH0200.geopotential number by the normal gravity value computed on the
 GH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0200.degrees latitude (g = 980.6199 gals.).
 GH0200
 GH0200.The modeled gravity was interpolated from observed gravity values.
 GH0200
 GH0200;                    North         East    Units  Estimated Accuracy
 GH0200;SPC OK N     -   220,050.      711,870.      MT  (+/- 180 meters Scaled)
 GH0200
 GH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF008946(NAD 83)
 GH0200
 GH0200                          SUPERSEDED SURVEY CONTROL
 GH0200
 GH0200  NGVD 29 (??/??/92)  369.540  (m)         1212.40   (f) ADJ UNCH    2 0
 GH0200
 GH0200.Superseded values are not recommended for survey control.
 GH0200
 GH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0200.See file dsdata.pdf to determine how the superseded data were derived.
 GH0200
 GH0200_MARKER: DB = BENCH MARK DISK
 GH0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0200_SP_SET: CULVERT RETAINING WALL
 GH0200_STAMPING: D 132 1934
 GH0200_MARK LOGO: CGS
 GH0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0200+STABILITY: SURFACE MOTION
 GH0200
 GH0200  HISTORY     - Date     Condition        Report By
 GH0200  HISTORY     - 1934     MONUMENTED       CGS
 GH0200
 GH0200                          STATION DESCRIPTION
 GH0200
 GH0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0200'3.8 MI SE FROM HARDY.
 GH0200'IN OSAGE COUNTY, 3.8 MILES SOUTHEAST ALONG THE MIDLAND VALLEY
 GH0200'RAILROAD FROM THE STATION AT HARDY, KAY COUNTY, 0.4 MILE SOUTHEAST
 GH0200'OF MILEPOST 241, AT A CONCRETE CULVERT, IN THE TOP OF THE
 GH0200'NORTHEAST END OF A RETAINING WALL, 24 FEET SOUTHEAST OF THE
 GH0200'CENTER LINE OF THE TRACK, AND ABOUT 8 FEET LOWER THAN THE TRACK.
 GH0200'A STANDARD DISK, STAMPED D 132 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0015 ***********************************************************************
 GH0015  DESIGNATION -  D 133
 GH0015  PID         -  GH0015
 GH0015  STATE/COUNTY-  OK/OSAGE
 GH0015  COUNTRY     -  US
 GH0015  USGS QUAD   -  PAWHUSKA (2018)
 GH0015
 GH0015                         *CURRENT SURVEY CONTROL
 GH0015  ______________________________________________________________________
 GH0015* NAD 83(1986) POSITION- 36 38 44.     (N) 096 16 38.     (W)   SCALED
 GH0015* NAVD 88 ORTHO HEIGHT -   240.964 (meters)      790.56  (feet) ADJUSTED
 GH0015  ______________________________________________________________________
 GH0015  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 GH0015  DYNAMIC HEIGHT  -        240.768 (meters)      789.92  (feet) COMP
 GH0015  MODELED GRAVITY -    979,811.6   (mgal)                       NAVD 88
 GH0015
 GH0015  VERT ORDER      -  SECOND    CLASS 0
 GH0015
 GH0015.The horizontal coordinates were scaled from a map and have
 GH0015.an estimated accuracy of +/- 6 seconds.
 GH0015
 GH0015.The orthometric height was determined by differential leveling and
 GH0015.adjusted by the NATIONAL GEODETIC SURVEY
 GH0015.in June 1991.
 GH0015
 GH0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0015.GEOID18 height accuracy estimate available here.
 GH0015
 GH0015.Click photographs - Photos may exist for this station.
 GH0015
 GH0015.The dynamic height is computed by dividing the NAVD 88
 GH0015.geopotential number by the normal gravity value computed on the
 GH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0015.degrees latitude (g = 980.6199 gals.).
 GH0015
 GH0015.The modeled gravity was interpolated from observed gravity values.
 GH0015
 GH0015;                    North         East    Units  Estimated Accuracy
 GH0015;SPC OK N     -   183,950.      754,050.      MT  (+/- 180 meters Scaled)
 GH0015
 GH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF434590(NAD 83)
 GH0015
 GH0015                          SUPERSEDED SURVEY CONTROL
 GH0015
 GH0015  NGVD 29 (??/??/92)  240.852  (m)          790.20   (f) ADJ UNCH    2 0
 GH0015
 GH0015.Superseded values are not recommended for survey control.
 GH0015
 GH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0015.See file dsdata.pdf to determine how the superseded data were derived.
 GH0015
 GH0015_MARKER: DB = BENCH MARK DISK
 GH0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0015_SP_SET: TRESTLE HEADWALL
 GH0015_STAMPING: D 133 1934
 GH0015_MARK LOGO: CGS
 GH0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0015
 GH0015  HISTORY     - Date     Condition        Report By
 GH0015  HISTORY     - 1934     MONUMENTED       CGS
 GH0015
 GH0015                          STATION DESCRIPTION
 GH0015
 GH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0015'2 MI W FROM NELAGONY.
 GH0015'ABOUT 2 MILES WEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0015'STATION AT NELAGONY, OSAGE COUNTY, 90 FEET EAST OF MILEPOST 197,
 GH0015'AT WOODEN TRESTLE NO. 197.0, IN THE TOP OF THE EAST CONCRETE
 GH0015'HEADWALL, AND 7.6 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 GH0015'A STANDARD DISK, STAMPED D 133 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0215 ***********************************************************************
 GH0215  DESIGNATION -  D 134
 GH0215  PID         -  GH0215
 GH0215  STATE/COUNTY-  OK/OSAGE
 GH0215  COUNTRY     -  US
 GH0215  USGS QUAD   -  BURBANK (2018)
 GH0215
 GH0215                         *CURRENT SURVEY CONTROL
 GH0215  ______________________________________________________________________
 GH0215* NAD 83(1986) POSITION- 36 42 28.     (N) 096 39 49.     (W)   SCALED
 GH0215* NAVD 88 ORTHO HEIGHT -   337.970 (meters)     1108.82  (feet) ADJUSTED
 GH0215  ______________________________________________________________________
 GH0215  GEOID HEIGHT    -        -28.652 (meters)                     GEOID18
 GH0215  DYNAMIC HEIGHT  -        337.685 (meters)     1107.89  (feet) COMP
 GH0215  MODELED GRAVITY -    979,777.0   (mgal)                       NAVD 88
 GH0215
 GH0215  VERT ORDER      -  SECOND    CLASS 0
 GH0215
 GH0215.The horizontal coordinates were scaled from a map and have
 GH0215.an estimated accuracy of +/- 6 seconds.
 GH0215
 GH0215.The orthometric height was determined by differential leveling and
 GH0215.adjusted by the NATIONAL GEODETIC SURVEY
 GH0215.in June 1991.
 GH0215
 GH0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0215.GEOID18 height accuracy estimate available here.
 GH0215
 GH0215.Click photographs - Photos may exist for this station.
 GH0215
 GH0215.The dynamic height is computed by dividing the NAVD 88
 GH0215.geopotential number by the normal gravity value computed on the
 GH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0215.degrees latitude (g = 980.6199 gals.).
 GH0215
 GH0215.The modeled gravity was interpolated from observed gravity values.
 GH0215
 GH0215;                    North         East    Units  Estimated Accuracy
 GH0215;SPC OK N     -   190,310.      719,400.      MT  (+/- 180 meters Scaled)
 GH0215
 GH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF086650(NAD 83)
 GH0215
 GH0215                          SUPERSEDED SURVEY CONTROL
 GH0215
 GH0215  NGVD 29 (??/??/92)  337.853  (m)         1108.44   (f) ADJ UNCH    2 0
 GH0215
 GH0215.Superseded values are not recommended for survey control.
 GH0215
 GH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0215.See file dsdata.pdf to determine how the superseded data were derived.
 GH0215
 GH0215_MARKER: DB = BENCH MARK DISK
 GH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0215_STAMPING: D 134 1934
 GH0215_MARK LOGO: CGS
 GH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0215+STABILITY: SURFACE MOTION
 GH0215
 GH0215  HISTORY     - Date     Condition        Report By
 GH0215  HISTORY     - 1934     MONUMENTED       CGS
 GH0215  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0215
 GH0215                          STATION DESCRIPTION
 GH0215
 GH0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0215'3.6 MI E FROM BURBANK.
 GH0215'3.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GH0215'AND SANTA FE RAILWAY STATION AT BURBANK, OSAGE COUNTY, 1.4 MILES
 GH0215'EAST OF THE WEST JUNCTION OF STATE HIGHWAY 18, 0.8 MILE WEST
 GH0215'OF THE JUNCTION OF A ROAD LEADING NORTH TO SHIDLER, ON THE
 GH0215'OUTSIDE OF A CURVE, 200 FEET NORTHWEST OF A ROAD LEADING SOUTHWEST
 GH0215'TO THE M.B. BAKER LEASE OF THE TEXACO CO., 40 FEET NORTH OF THE
 GH0215'CENTER LINE OF THE HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 GH0215'FENCE.  A STANDARD DISK, STAMPED D 134 1934 AND SET IN THE TOP
 GH0215'OF A CONCRETE POST.
 GH0215
 GH0215                          STATION RECOVERY (1976)
 GH0215
 GH0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0497 ***********************************************************************
 GG0497  DESIGNATION -  D 135
 GG0497  PID         -  GG0497
 GG0497  STATE/COUNTY-  OK/WASHINGTON
 GG0497  COUNTRY     -  US
 GG0497  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0497
 GG0497                         *CURRENT SURVEY CONTROL
 GG0497  ______________________________________________________________________
 GG0497* NAD 83(1986) POSITION- 36 44 32.     (N) 095 56 13.     (W)   SCALED
 GG0497* NAVD 88 ORTHO HEIGHT -   206.725 (meters)      678.23  (feet) ADJUSTED
 GG0497  ______________________________________________________________________
 GG0497  GEOID HEIGHT    -        -29.191 (meters)                     GEOID18
 GG0497  DYNAMIC HEIGHT  -        206.556 (meters)      677.68  (feet) COMP
 GG0497  MODELED GRAVITY -    979,806.3   (mgal)                       NAVD 88
 GG0497
 GG0497  VERT ORDER      -  SECOND    CLASS 0
 GG0497
 GG0497.The horizontal coordinates were scaled from a map and have
 GG0497.an estimated accuracy of +/- 6 seconds.
 GG0497
 GG0497.The orthometric height was determined by differential leveling and
 GG0497.adjusted by the NATIONAL GEODETIC SURVEY
 GG0497.in June 1991.
 GG0497
 GG0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0497.GEOID18 height accuracy estimate available here.
 GG0497
 GG0497.Click photographs - Photos may exist for this station.
 GG0497
 GG0497.The dynamic height is computed by dividing the NAVD 88
 GG0497.geopotential number by the normal gravity value computed on the
 GG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0497.degrees latitude (g = 980.6199 gals.).
 GG0497
 GG0497.The modeled gravity was interpolated from observed gravity values.
 GG0497
 GG0497;                    North         East    Units  Estimated Accuracy
 GG0497;SPC OK N     -   195,270.      784,240.      MT  (+/- 180 meters Scaled)
 GG0497
 GG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA377702(NAD 83)
 GG0497
 GG0497                          SUPERSEDED SURVEY CONTROL
 GG0497
 GG0497  NGVD 29 (??/??/92)  206.607  (m)          677.84   (f) ADJ UNCH    2 0
 GG0497
 GG0497.Superseded values are not recommended for survey control.
 GG0497
 GG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0497.See file dsdata.pdf to determine how the superseded data were derived.
 GG0497
 GG0497_MARKER: DB = BENCH MARK DISK
 GG0497_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0497_STAMPING: D 135 1934
 GG0497_MARK LOGO: CGS
 GG0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0497
 GG0497  HISTORY     - Date     Condition        Report By
 GG0497  HISTORY     - 1934     MONUMENTED       CGS
 GG0497  HISTORY     - 1971     MARK NOT FOUND   USGS
 GG0497  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0497  HISTORY     - 19910701 MARK NOT FOUND   USPSQD
 GG0497
 GG0497                          STATION DESCRIPTION
 GG0497
 GG0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0497'3.1 MI SE FROM BARTLESVILLE.
 GG0497'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON,
 GG0497'TOPEKA AND SANTA FE RAILWAY STATION AT BARTLESVILLE, WASHINGTON
 GG0497'COUNTY, 150 FEET EAST OF THE CENTER OF THE JUNCTION OF U.S.
 GG0497'HIGHWAY 75, 30 FEET WEST OF THE EAST CORNER OF THE TRIANGLE
 GG0497'FORMED BY THE JUNCTION, AND 31.5 FEET SOUTHWEST OF THE CENTERLINE
 GG0497'OF U.S. HIGHWAY 60.  A STANDARD DISK, STAMPED D 135 1934 AND
 GG0497'SET IN THE TOP OF A CONCRETE POST.
 GG0497
 GG0497                          STATION RECOVERY (1971)
 GG0497
 GG0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GG0497'MARK NOT FOUND.
 GG0497
 GG0497                          STATION RECOVERY (1988)
 GG0497
 GG0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0497'MARK NOT FOUND.
 GG0497
 GG0497                          STATION RECOVERY (1991)
 GG0497
 GG0497'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GG0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0031 ***********************************************************************
 GH0031  DESIGNATION -  D 136
 GH0031  PID         -  GH0031
 GH0031  STATE/COUNTY-  OK/OSAGE
 GH0031  COUNTRY     -  US
 GH0031  USGS QUAD   -  WYNONA (2018)
 GH0031
 GH0031                         *CURRENT SURVEY CONTROL
 GH0031  ______________________________________________________________________
 GH0031* NAD 83(1986) POSITION- 36 33 28.32   (N) 096 19 35.90   (W)   HD_HELD1
 GH0031* NAVD 88 ORTHO HEIGHT -   261.634 (meters)      858.38  (feet) ADJUSTED
 GH0031  ______________________________________________________________________
 GH0031  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 GH0031  DYNAMIC HEIGHT  -        261.418 (meters)      857.67  (feet) COMP
 GH0031  MODELED GRAVITY -    979,798.7   (mgal)                       NAVD 88
 GH0031
 GH0031  VERT ORDER      -  SECOND    CLASS 0
 GH0031
 GH0031.The horizontal coordinates were determined by differentially corrected
 GH0031.hand held GPS observations or other comparable positioning techniques
 GH0031.and have an estimated accuracy of +/- 3 meters.
 GH0031
 GH0031.The orthometric height was determined by differential leveling and
 GH0031.adjusted by the NATIONAL GEODETIC SURVEY
 GH0031.in June 1991.
 GH0031
 GH0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0031.GEOID18 height accuracy estimate available here.
 GH0031
 GH0031.Click photographs - Photos may exist for this station.
 GH0031
 GH0031.The dynamic height is computed by dividing the NAVD 88
 GH0031.geopotential number by the normal gravity value computed on the
 GH0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0031.degrees latitude (g = 980.6199 gals.).
 GH0031
 GH0031.The modeled gravity was interpolated from observed gravity values.
 GH0031
 GH0031;                    North         East    Units  Estimated Accuracy
 GH0031;SPC OK N     -   174,143.7     749,794.5     MT  (+/- 3 meters HH1 GPS) 
 GH0031
 GH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3926049153(NAD 83)
 GH0031
 GH0031                          SUPERSEDED SURVEY CONTROL
 GH0031
 GH0031  NGVD 29 (??/??/92)  261.521  (m)          858.01   (f) ADJ UNCH    2 0
 GH0031
 GH0031.Superseded values are not recommended for survey control.
 GH0031
 GH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0031.See file dsdata.pdf to determine how the superseded data were derived.
 GH0031
 GH0031_MARKER: DB = BENCH MARK DISK
 GH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0031_STAMPING: D 136 1934
 GH0031_MARK LOGO: CGS
 GH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0031+STABILITY: SURFACE MOTION
 GH0031
 GH0031  HISTORY     - Date     Condition        Report By
 GH0031  HISTORY     - 1934     MONUMENTED       CGS
 GH0031  HISTORY     - 1988     GOOD             USPSQD
 GH0031  HISTORY     - 1989     GOOD             USPSQD
 GH0031
 GH0031                          STATION DESCRIPTION
 GH0031
 GH0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0031'1 MI NE FROM WYNONA.
 GH0031'1.0 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0031'FROM THE STATION AT WYNONA, OSAGE COUNTY, 1700 FEET NORTHEAST OF
 GH0031'MILEPOST 225, 150 FEET NORTH OF THE NORTHWEST END OF A CONCRETE
 GH0031'CULVERT, 48 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 GH0031'48, 45 FEET NORTH OF THE TENTH POLE NORTHEAST OF MILEPOST 225, AND
 GH0031'47.5 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GH0031'DISK, STAMPED D 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0031
 GH0031                          STATION RECOVERY (1988)
 GH0031
 GH0031'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0031'RECOVERED IN GOOD CONDITION.
 GH0031
 GH0031                          STATION RECOVERY (1989)
 GH0031
 GH0031'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0427 ***********************************************************************
 GG0427  DESIGNATION -  D 137
 GG0427  PID         -  GG0427
 GG0427  STATE/COUNTY-  OK/TULSA
 GG0427  COUNTRY     -  US
 GG0427  USGS QUAD   -  SPERRY (2019)
 GG0427
 GG0427                         *CURRENT SURVEY CONTROL
 GG0427  ______________________________________________________________________
 GG0427* NAD 83(1986) POSITION- 36 16 16.95   (N) 095 58 48.71   (W)   HD_HELD1
 GG0427* NAVD 88 ORTHO HEIGHT -   187.404 (meters)      614.84  (feet) ADJUSTED
 GG0427  ______________________________________________________________________
 GG0427  GEOID HEIGHT    -        -28.905 (meters)                     GEOID18
 GG0427  DYNAMIC HEIGHT  -        187.243 (meters)      614.31  (feet) COMP
 GG0427  MODELED GRAVITY -    979,766.7   (mgal)                       NAVD 88
 GG0427
 GG0427  VERT ORDER      -  SECOND    CLASS 0
 GG0427
 GG0427.The horizontal coordinates were determined by differentially corrected
 GG0427.hand held GPS observations or other comparable positioning techniques
 GG0427.and have an estimated accuracy of +/- 3 meters.
 GG0427
 GG0427.The orthometric height was determined by differential leveling and
 GG0427.adjusted by the NATIONAL GEODETIC SURVEY
 GG0427.in June 1991.
 GG0427
 GG0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0427.GEOID18 height accuracy estimate available here.
 GG0427
 GG0427.Click photographs - Photos may exist for this station.
 GG0427
 GG0427.The dynamic height is computed by dividing the NAVD 88
 GG0427.geopotential number by the normal gravity value computed on the
 GG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0427.degrees latitude (g = 980.6199 gals.).
 GG0427
 GG0427.The modeled gravity was interpolated from observed gravity values.
 GG0427
 GG0427;                    North         East    Units  Estimated Accuracy
 GG0427;SPC OK N     -   142,950.8     781,464.2     MT  (+/- 3 meters HH1 GPS) 
 GG0427
 GG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3228818169(NAD 83)
 GG0427
 GG0427                          SUPERSEDED SURVEY CONTROL
 GG0427
 GG0427  NGVD 29 (??/??/92)  187.288  (m)          614.46   (f) ADJ UNCH    2 0
 GG0427
 GG0427.Superseded values are not recommended for survey control.
 GG0427
 GG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0427.See file dsdata.pdf to determine how the superseded data were derived.
 GG0427
 GG0427_MARKER: DB = BENCH MARK DISK
 GG0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0427_SP_SET: BRIDGE
 GG0427_STAMPING: D 137 1934
 GG0427_MARK LOGO: CGS
 GG0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0427+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 GG0427
 GG0427  HISTORY     - Date     Condition        Report By
 GG0427  HISTORY     - 1934     MONUMENTED       CGS
 GG0427  HISTORY     - 20050105 GOOD             GEOCAC
 GG0427  HISTORY     - 20100402 GOOD             AIRDAT
 GG0427
 GG0427                          STATION DESCRIPTION
 GG0427
 GG0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0427'2.5 MI S FROM SPERRY.
 GG0427'ABOUT .3 MILE SOUTH OF M.P. 160, 10.5 FEET EAST OF CENTERLINE
 GG0427'OF MIDLAND VALLEY R.R., BRONZE TABLET HORIZONTALLY IN TOP
 GG0427'OF RETAINING WALL TO NORTH CONCRETE ABUTMENT OF STEEL RAILROAD
 GG0427'BRIDGE 159.7 OVER CREEK.
 GG0427
 GG0427                          STATION RECOVERY (2005)
 GG0427
 GG0427'RECOVERY NOTE BY GEOCACHING 2005 (CAM)
 GG0427'RECOVERED IN GOOD CONDITION.
 GG0427
 GG0427                          STATION RECOVERY (2010)
 GG0427
 GG0427'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0252 ***********************************************************************
 FJ0252  DESIGNATION -  D 139
 FJ0252  PID         -  FJ0252
 FJ0252  STATE/COUNTY-  OK/LINCOLN
 FJ0252  COUNTRY     -  US
 FJ0252  USGS QUAD   -  STROUD SOUTH (2018)
 FJ0252
 FJ0252                         *CURRENT SURVEY CONTROL
 FJ0252  ______________________________________________________________________
 FJ0252* NAD 83(1986) POSITION- 35 42 20.     (N) 096 44 00.     (W)   SCALED
 FJ0252* NAVD 88 ORTHO HEIGHT -   240.363 (meters)      788.59  (feet) ADJUSTED
 FJ0252  ______________________________________________________________________
 FJ0252  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 FJ0252  DYNAMIC HEIGHT  -        240.139 (meters)      787.86  (feet) COMP
 FJ0252  MODELED GRAVITY -    979,698.6   (mgal)                       NAVD 88
 FJ0252
 FJ0252  VERT ORDER      -  SECOND    CLASS 0
 FJ0252
 FJ0252.The horizontal coordinates were scaled from a map and have
 FJ0252.an estimated accuracy of +/- 6 seconds.
 FJ0252
 FJ0252.The orthometric height was determined by differential leveling and
 FJ0252.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0252.in June 1991.
 FJ0252
 FJ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0252.GEOID18 height accuracy estimate available here.
 FJ0252
 FJ0252.Click photographs - Photos may exist for this station.
 FJ0252
 FJ0252.The dynamic height is computed by dividing the NAVD 88
 FJ0252.geopotential number by the normal gravity value computed on the
 FJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0252.degrees latitude (g = 980.6199 gals.).
 FJ0252
 FJ0252.The modeled gravity was interpolated from observed gravity values.
 FJ0252
 FJ0252;                    North         East    Units  Estimated Accuracy
 FJ0252;SPC OK N     -    79,030.      714,630.      MT  (+/- 180 meters Scaled)
 FJ0252
 FJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE050536(NAD 83)
 FJ0252
 FJ0252                          SUPERSEDED SURVEY CONTROL
 FJ0252
 FJ0252  NGVD 29 (??/??/92)  240.264  (m)          788.27   (f) ADJ UNCH    2 0
 FJ0252
 FJ0252.Superseded values are not recommended for survey control.
 FJ0252
 FJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0252.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0252
 FJ0252_MARKER: DB = BENCH MARK DISK
 FJ0252_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0252_STAMPING: D 139 1934
 FJ0252_MARK LOGO: CGS
 FJ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0252
 FJ0252  HISTORY     - Date     Condition        Report By
 FJ0252  HISTORY     - 1934     MONUMENTED       CGS
 FJ0252  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0252
 FJ0252                          STATION DESCRIPTION
 FJ0252
 FJ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0252'1.8 MI NE FROM DAVENPORT.
 FJ0252'750 FEET NORTHEAST OF EAST END OF WOODEN RAILWAY TRESTLE 483.5,
 FJ0252'225 FEET NORTHWEST OF M.P. 483-15, 48 FEET NORTH OF CENTERLINE
 FJ0252'OF ST. LOUIS AND SAN FRANCISCO RY., 36 FEET EAST OF CENTERLINE
 FJ0252'OF NORTH-SOUTH DIRT ROAD CROSSING, 10 FEET BELOW LEVEL OF
 FJ0252'TRACK, 3.8 FEET EAST OF NORTHWEST CORNER OF RIGHT OF WAY FENCE,
 FJ0252'TABLET SET IN PRECAST CONCRETE POST SET ON INSIDE OF RY. CURVE.
 FJ0252
 FJ0252                          STATION RECOVERY (1973)
 FJ0252
 FJ0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0252'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0675 ***********************************************************************
 GK0675  DESIGNATION -  D 14
 GK0675  PID         -  GK0675
 GK0675  STATE/COUNTY-  OK/TEXAS
 GK0675  COUNTRY     -  US
 GK0675  USGS QUAD   -  GOODWELL (2018)
 GK0675
 GK0675                         *CURRENT SURVEY CONTROL
 GK0675  ______________________________________________________________________
 GK0675* NAD 83(1986) POSITION- 36 31 32.     (N) 101 44 37.     (W)   SCALED
 GK0675* NAVD 88 ORTHO HEIGHT -  1052.910 (meters)     3454.42  (feet) ADJUSTED
 GK0675  ______________________________________________________________________
 GK0675  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 GK0675  DYNAMIC HEIGHT  -       1051.779 (meters)     3450.71  (feet) COMP
 GK0675  MODELED GRAVITY -    979,521.9   (mgal)                       NAVD 88
 GK0675
 GK0675  VERT ORDER      -  FIRST     CLASS II
 GK0675
 GK0675.The horizontal coordinates were scaled from a map and have
 GK0675.an estimated accuracy of +/- 6 seconds.
 GK0675
 GK0675.The orthometric height was determined by differential leveling and
 GK0675.adjusted by the NATIONAL GEODETIC SURVEY
 GK0675.in June 1991.
 GK0675
 GK0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0675.GEOID18 height accuracy estimate available here.
 GK0675
 GK0675.Click photographs - Photos may exist for this station.
 GK0675
 GK0675.The dynamic height is computed by dividing the NAVD 88
 GK0675.geopotential number by the normal gravity value computed on the
 GK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0675.degrees latitude (g = 980.6199 gals.).
 GK0675
 GK0675.The modeled gravity was interpolated from observed gravity values.
 GK0675
 GK0675;                    North         East    Units  Estimated Accuracy
 GK0675;SPC OK N     -   175,730.      264,810.      MT  (+/- 180 meters Scaled)
 GK0675
 GK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF543457(NAD 83)
 GK0675
 GK0675                          SUPERSEDED SURVEY CONTROL
 GK0675
 GK0675  NGVD 29 (??/??/92) 1052.421  (m)         3452.82   (f) ADJ UNCH    1 2
 GK0675
 GK0675.Superseded values are not recommended for survey control.
 GK0675
 GK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0675.See file dsdata.pdf to determine how the superseded data were derived.
 GK0675
 GK0675_MARKER: DB = BENCH MARK DISK
 GK0675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0675_SP_SET: CULVERT HEADWALL
 GK0675_STAMPING: D 14 1933
 GK0675_MARK LOGO: CGS
 GK0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0675+STABILITY: SURFACE MOTION
 GK0675
 GK0675  HISTORY     - Date     Condition        Report By
 GK0675  HISTORY     - 1933     MONUMENTED       CGS
 GK0675  HISTORY     - 19980505 GOOD             OKDOT
 GK0675
 GK0675                          STATION DESCRIPTION
 GK0675
 GK0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0675'2.6 MI NE FROM TEXHOMA.
 GK0675'2.6 MILES NORTH EAST OF TEXHOMA DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GK0675'3 POLES NORTH EAST OF ROAD CROSSING.  OPPOSITE POLE, 30 POLES SOUTH
 GK0675'WEST OF MILE POLE NO. 491.  SET IN CONCRETE HEADWALL OF HIGHWAY BOX
 GK0675'CULVERT, ON THE NORTH EAST END OF THE NORTH WEST SIDE, 135 FEET SOUTH
 GK0675'EAST OF THE CENTER LINE OF THE TRACKS.
 GK0675
 GK0675                          STATION RECOVERY (1998)
 GK0675
 GK0675'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0675'TO REACH THE STATION FROM THE JUNCTION OF SH 95 AND US 54 AT TEXHOMA,
 GK0675'GO NORTHEASTERLY ON US 54 FOR 2.8 MILES (4.5 KM) TO THE MARK ON THE
 GK0675'LEFT.  IT IS SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 GK0675'HEADWALL OF A CONCRETE HIGHWAY CULVERT, 26.5 FEET (8.1 M) NORTH OF THE
 GK0675'CENTERLINE OF US 54, 135 FEET (41.1 M) SOUTH OF THE CENTERLINE OF THE
 GK0675'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0288 ***********************************************************************
 FH0288  DESIGNATION -  D 140
 FH0288  PID         -  FH0288
 FH0288  STATE/COUNTY-  OK/HASKELL
 FH0288  COUNTRY     -  US
 FH0288  USGS QUAD   -  BOKOSHE (2018)
 FH0288
 FH0288                         *CURRENT SURVEY CONTROL
 FH0288  ______________________________________________________________________
 FH0288* NAD 83(1986) POSITION- 35 13 48.     (N) 094 50 46.     (W)   SCALED
 FH0288* NAVD 88 ORTHO HEIGHT -   186.476 (meters)      611.80  (feet) ADJUSTED
 FH0288  ______________________________________________________________________
 FH0288  GEOID HEIGHT    -        -30.832 (meters)                     GEOID18
 FH0288  DYNAMIC HEIGHT  -        186.294 (meters)      611.20  (feet) COMP
 FH0288  MODELED GRAVITY -    979,651.0   (mgal)                       NAVD 88
 FH0288
 FH0288  VERT ORDER      -  SECOND    CLASS 0
 FH0288
 FH0288.The horizontal coordinates were scaled from a map and have
 FH0288.an estimated accuracy of +/- 6 seconds.
 FH0288
 FH0288.The orthometric height was determined by differential leveling and
 FH0288.adjusted by the NATIONAL GEODETIC SURVEY
 FH0288.in June 1991.
 FH0288
 FH0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0288.GEOID18 height accuracy estimate available here.
 FH0288
 FH0288.Click photographs - Photos may exist for this station.
 FH0288
 FH0288.The dynamic height is computed by dividing the NAVD 88
 FH0288.geopotential number by the normal gravity value computed on the
 FH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0288.degrees latitude (g = 980.6199 gals.).
 FH0288
 FH0288.The modeled gravity was interpolated from observed gravity values.
 FH0288
 FH0288;                    North         East    Units  Estimated Accuracy
 FH0288;SPC OK S     -   214,880.      887,060.      MT  (+/- 180 meters Scaled)
 FH0288
 FH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV320001(NAD 83)
 FH0288
 FH0288                          SUPERSEDED SURVEY CONTROL
 FH0288
 FH0288  NGVD 29 (??/??/92)  186.365  (m)          611.43   (f) ADJ UNCH    2 0
 FH0288
 FH0288.Superseded values are not recommended for survey control.
 FH0288
 FH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0288.See file dsdata.pdf to determine how the superseded data were derived.
 FH0288
 FH0288_MARKER: DB = BENCH MARK DISK
 FH0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0288_STAMPING: D 140 1934
 FH0288_MARK LOGO: CGS
 FH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0288+STABILITY: SURFACE MOTION
 FH0288
 FH0288  HISTORY     - Date     Condition        Report By
 FH0288  HISTORY     - 1934     MONUMENTED       CGS
 FH0288  HISTORY     - 1959     GOOD             CGS
 FH0288
 FH0288                          STATION DESCRIPTION
 FH0288
 FH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0288'5.3 MI SE FROM KEOTA.
 FH0288'5.3 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0288'STATION AT KEOTA, HASKELL COUNTY, 0.4 MILE EAST OF MILEPOST 36,
 FH0288'90 FEET NORTH OF THE STATION SIGN AT CARTERSVILLE, ABOUT 400
 FH0288'FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 75 FEET NORTH
 FH0288'OF THE CENTERLINE OF THE MAIN TRACK, 25 FEET EAST OF A RED OAK
 FH0288'TREE WITH A BASE 2.5 FEET IN DIAMETER, AND 21 FEET SOUTH OF
 FH0288'A RIGHT-OF-WAY FENCE.  NOTE-- THE STATION SIGN IS GONE FROM
 FH0288'CARTERVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0373 ***********************************************************************
 EL0373  DESIGNATION -  D 142
 EL0373  PID         -  EL0373
 EL0373  STATE/COUNTY-  OK/GARVIN
 EL0373  COUNTRY     -  US
 EL0373  USGS QUAD   -  BYARS SW (2018)
 EL0373
 EL0373                         *CURRENT SURVEY CONTROL
 EL0373  ______________________________________________________________________
 EL0373* NAD 83(1986) POSITION- 34 47 30.     (N) 097 14 56.     (W)   SCALED
 EL0373* NAVD 88 ORTHO HEIGHT -   274.090 (meters)      899.24  (feet) ADJUSTED
 EL0373  ______________________________________________________________________
 EL0373  GEOID HEIGHT    -        -25.668 (meters)                     GEOID18
 EL0373  DYNAMIC HEIGHT  -        273.824 (meters)      898.37  (feet) COMP
 EL0373  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 EL0373
 EL0373  VERT ORDER      -  SECOND    CLASS 0
 EL0373
 EL0373.The horizontal coordinates were scaled from a map and have
 EL0373.an estimated accuracy of +/- 6 seconds.
 EL0373
 EL0373.The orthometric height was determined by differential leveling and
 EL0373.adjusted by the NATIONAL GEODETIC SURVEY
 EL0373.in June 1991.
 EL0373
 EL0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0373.GEOID18 height accuracy estimate available here.
 EL0373
 EL0373.Click photographs - Photos may exist for this station.
 EL0373
 EL0373.The dynamic height is computed by dividing the NAVD 88
 EL0373.geopotential number by the normal gravity value computed on the
 EL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0373.degrees latitude (g = 980.6199 gals.).
 EL0373
 EL0373.The modeled gravity was interpolated from observed gravity values.
 EL0373
 EL0373;                    North         East    Units  Estimated Accuracy
 EL0373;SPC OK S     -   162,020.      668,740.      MT  (+/- 180 meters Scaled)
 EL0373
 EL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD602513(NAD 83)
 EL0373
 EL0373                          SUPERSEDED SURVEY CONTROL
 EL0373
 EL0373  NGVD 29 (??/??/92)  274.015  (m)          899.00   (f) ADJ UNCH    2 0
 EL0373
 EL0373.Superseded values are not recommended for survey control.
 EL0373
 EL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0373.See file dsdata.pdf to determine how the superseded data were derived.
 EL0373
 EL0373_MARKER: DB = BENCH MARK DISK
 EL0373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0373_SP_SET: CULVERT HEADWALL
 EL0373_STAMPING: D 142 1934
 EL0373_MARK LOGO: CGS
 EL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0373+STABILITY: SURFACE MOTION
 EL0373
 EL0373  HISTORY     - Date     Condition        Report By
 EL0373  HISTORY     - 1934     MONUMENTED       CGS
 EL0373  HISTORY     - 20021025 MARK NOT FOUND   JCLS
 EL0373
 EL0373                          STATION DESCRIPTION
 EL0373
 EL0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0373'2.6 MI SE FROM PAOLI.
 EL0373'2.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 EL0373'FROM THE STATIION AT PAOLI, 165 FEET SOUTH OF MILEPOST 500,
 EL0373'92.6 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 72.5 FEET
 EL0373'EAST OF THE EAST SIDE OF A CONCRETE CULVERT UNDER THE HIGHWAY, AT
 EL0373'RAILROAD BRIDGE 499 B, IN THE TOP OF THE NORTH ABUTMENT, 5.3 FEET
 EL0373'EAST OF THE WEST END, AND 8.6 FEET WEST OF THE CENTERLINE OF THE
 EL0373'TRACK.  A STANDARD DISK STAMPED D 142 1934.
 EL0373
 EL0373                          STATION RECOVERY (2002)
 EL0373
 EL0373'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EL0373'THE RAILROAD BRIDGE HAS BEEN REPLACED WITH A NEW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0332 ***********************************************************************
 FJ0332  DESIGNATION -  D 143
 FJ0332  PID         -  FJ0332
 FJ0332  STATE/COUNTY-  OK/CLEVELAND
 FJ0332  COUNTRY     -  US
 FJ0332  USGS QUAD   -  NORMAN (2018)
 FJ0332
 FJ0332                         *CURRENT SURVEY CONTROL
 FJ0332  ______________________________________________________________________
 FJ0332* NAD 83(1986) POSITION- 35 13 11.37   (N) 097 26 34.44   (W)   HD_HELD1
 FJ0332* NAVD 88 ORTHO HEIGHT -   357.937 (meters)     1174.33  (feet) ADJUSTED
 FJ0332  ______________________________________________________________________
 FJ0332  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 FJ0332  DYNAMIC HEIGHT  -        357.589 (meters)     1173.19  (feet) COMP
 FJ0332  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 FJ0332
 FJ0332  VERT ORDER      -  FIRST     CLASS II
 FJ0332
 FJ0332.The horizontal coordinates were determined by differentially corrected
 FJ0332.hand held GPS observations or other comparable positioning techniques
 FJ0332.and have an estimated accuracy of +/- 3 meters.
 FJ0332
 FJ0332.The orthometric height was determined by differential leveling and
 FJ0332.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0332.in August 1994.
 FJ0332
 FJ0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0332.GEOID18 height accuracy estimate available here.
 FJ0332
 FJ0332.Click photographs - Photos may exist for this station.
 FJ0332
 FJ0332.The dynamic height is computed by dividing the NAVD 88
 FJ0332.geopotential number by the normal gravity value computed on the
 FJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0332.degrees latitude (g = 980.6199 gals.).
 FJ0332
 FJ0332.The modeled gravity was interpolated from observed gravity values.
 FJ0332
 FJ0332;                    North         East    Units  Estimated Accuracy
 FJ0332;SPC OK S     -   209,402.6     650,719.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0332
 FJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4171298531(NAD 83)
 FJ0332
 FJ0332                          SUPERSEDED SURVEY CONTROL
 FJ0332
 FJ0332  NAVD 88 (06/15/91)  357.982  (m)         1174.48   (f) SUPERSEDED  1 2
 FJ0332  NGVD 29 (??/??/92)  357.862  (m)         1174.09   (f) ADJ UNCH    1 2
 FJ0332
 FJ0332.Superseded values are not recommended for survey control.
 FJ0332
 FJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0332.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0332
 FJ0332_MARKER: DB = BENCH MARK DISK
 FJ0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0332_SP_SET: BUILDING
 FJ0332_STAMPING: D 143 1934
 FJ0332_MARK LOGO: CGS
 FJ0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0332+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 FJ0332
 FJ0332  HISTORY     - Date     Condition        Report By
 FJ0332  HISTORY     - 1934     MONUMENTED       CGS
 FJ0332  HISTORY     - 19940120 GOOD             NGS
 FJ0332  HISTORY     - 20100617 GOOD             GEOCAC
 FJ0332
 FJ0332                          STATION DESCRIPTION
 FJ0332
 FJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0332'AT NORMAN.
 FJ0332'AT NORMAN, CLEVELAND COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 FJ0332'FE RAILWAY, IN THE SOUTHWEST BRICK WALL OF THE STATION, 37.3
 FJ0332'FEET NORTHWEST OF THE SOUTH CORNER, 30.4 FEET NORTHEAST OF THE
 FJ0332'CENTERLINE OF THE MAIN TRACK, 19.8 FEET SOUTHEAST OF THE SOUTHEAST
 FJ0332'SIDE OF THE TICKET OFFICE, 12.7 FEET NORTHWEST OF THE MIDDLE OF
 FJ0332'THE BAGGAGE-ROOM DOOR, 7.1 FEET SOUTHEAST OF THE SOUTHEAST SIDE
 FJ0332'OF THE WAITING-ROOM ENTRANCE DOOR, AND 4.5 FEET ABOVE
 FJ0332'THE GROUND.  A STANDARD DISK, STAMPED D 143 1934 AND SET VERTICALLY.
 FJ0332
 FJ0332                          STATION RECOVERY (1994)
 FJ0332
 FJ0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0332'IN NORMAN, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORMAN RAILROAD
 FJ0332'STATION AT 200 JONES AVENUE, 24.9 M (81.7 FT) SOUTHWEST OF THE AVENUE
 FJ0332'CENTERLINE, 11.5 M (37.7 FT) NORTHWEST OF THE SOUTH CORNER OF THE
 FJ0332'STATION, 8.4 M (27.6 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE
 FJ0332'RAILROAD, AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
 FJ0332
 FJ0332                          STATION RECOVERY (2010)
 FJ0332
 FJ0332'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0284 ***********************************************************************
 FJ0284  DESIGNATION -  D 144
 FJ0284  PID         -  FJ0284
 FJ0284  STATE/COUNTY-  OK/LOGAN
 FJ0284  COUNTRY     -  US
 FJ0284  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0284
 FJ0284                         *CURRENT SURVEY CONTROL
 FJ0284  ______________________________________________________________________
 FJ0284* NAD 83(1986) POSITION- 35 45 16.     (N) 097 29 12.     (W)   SCALED
 FJ0284* NAVD 88 ORTHO HEIGHT -   315.578 (meters)     1035.36  (feet) ADJUSTED
 FJ0284  ______________________________________________________________________
 FJ0284  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 FJ0284  DYNAMIC HEIGHT  -        315.284 (meters)     1034.39  (feet) COMP
 FJ0284  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FJ0284
 FJ0284  VERT ORDER      -  SECOND    CLASS 0
 FJ0284
 FJ0284.The horizontal coordinates were scaled from a map and have
 FJ0284.an estimated accuracy of +/- 6 seconds.
 FJ0284
 FJ0284.The orthometric height was determined by differential leveling and
 FJ0284.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0284.in August 1994.
 FJ0284
 FJ0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0284.GEOID18 height accuracy estimate available here.
 FJ0284
 FJ0284.Click photographs - Photos may exist for this station.
 FJ0284
 FJ0284.The dynamic height is computed by dividing the NAVD 88
 FJ0284.geopotential number by the normal gravity value computed on the
 FJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0284.degrees latitude (g = 980.6199 gals.).
 FJ0284
 FJ0284.The modeled gravity was interpolated from observed gravity values.
 FJ0284
 FJ0284;                    North         East    Units  Estimated Accuracy
 FJ0284;SPC OK N     -    83,830.      646,430.      MT  (+/- 180 meters Scaled)
 FJ0284
 FJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE368577(NAD 83)
 FJ0284
 FJ0284                          SUPERSEDED SURVEY CONTROL
 FJ0284
 FJ0284  NAVD 88 (06/15/91)  315.587  (m)         1035.39   (f) SUPERSEDED  2 0
 FJ0284  NGVD 29 (??/??/92)  315.451  (m)         1034.94   (f) ADJ UNCH    2 0
 FJ0284
 FJ0284.Superseded values are not recommended for survey control.
 FJ0284
 FJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0284.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0284
 FJ0284_MARKER: DB = BENCH MARK DISK
 FJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0284_STAMPING: D 144 1934
 FJ0284_MARK LOGO: CGS
 FJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0284+STABILITY: SURFACE MOTION
 FJ0284
 FJ0284  HISTORY     - Date     Condition        Report By
 FJ0284  HISTORY     - 1934     MONUMENTED       CGS
 FJ0284  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0284
 FJ0284                          STATION DESCRIPTION
 FJ0284
 FJ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0284'7.2 MI N FROM EDMOND.
 FJ0284'IN LOGAN COUNTY, 7.2 MILES NORTH ALONG THE ATCHISON, TOPEKA
 FJ0284'AND SANTA FE RAILWAY FROM THE STATION AT EDMOND, 500 FEET
 FJ0284'NORTHWEST OF MILEPOST 363, AT A COUNTY-ROAD CROSSING, 113 FEET
 FJ0284'NORTHWEST OF THE CENTER OF THE CROSSING, 93.7 FEET WEST OF THE
 FJ0284'CENTERLINE OF THE TRACK, 32.2 FEET NORTH OF THE CENTERLINE OF THE
 FJ0284'ROAD, 7.8 FEET EAST OF A FENCE CORNER, 4.5 FEET WEST OF THE WEST
 FJ0284'END OF A GATE, AND 1.9 FEET NORTH OF AN EAST-AND-WEST FENCE.
 FJ0284'A STANDARD DISK, STAMPED D 144 1934 AND SET IN THE TOP OF A
 FJ0284'CONCRETE POST.
 FJ0284
 FJ0284                          STATION RECOVERY (1968)
 FJ0284
 FJ0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0343 ***********************************************************************
 GH0343  DESIGNATION -  D 145
 GH0343  PID         -  GH0343
 GH0343  STATE/COUNTY-  OK/NOBLE
 GH0343  COUNTRY     -  US
 GH0343  USGS QUAD   -  ORLANDO EAST (2018)
 GH0343
 GH0343                         *CURRENT SURVEY CONTROL
 GH0343  ______________________________________________________________________
 GH0343* NAD 83(1986) POSITION- 36 13 15.     (N) 097 19 56.     (W)   SCALED
 GH0343* NAVD 88 ORTHO HEIGHT -   346.421 (meters)     1136.55  (feet) ADJUSTED
 GH0343  ______________________________________________________________________
 GH0343  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 GH0343  DYNAMIC HEIGHT  -        346.109 (meters)     1135.53  (feet) COMP
 GH0343  MODELED GRAVITY -    979,720.8   (mgal)                       NAVD 88
 GH0343
 GH0343  VERT ORDER      -  SECOND    CLASS 0
 GH0343
 GH0343.The horizontal coordinates were scaled from a map and have
 GH0343.an estimated accuracy of +/- 6 seconds.
 GH0343
 GH0343.The orthometric height was determined by differential leveling and
 GH0343.adjusted by the NATIONAL GEODETIC SURVEY
 GH0343.in June 1991.
 GH0343
 GH0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0343.GEOID18 height accuracy estimate available here.
 GH0343
 GH0343.Click photographs - Photos may exist for this station.
 GH0343
 GH0343.The dynamic height is computed by dividing the NAVD 88
 GH0343.geopotential number by the normal gravity value computed on the
 GH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0343.degrees latitude (g = 980.6199 gals.).
 GH0343
 GH0343.The modeled gravity was interpolated from observed gravity values.
 GH0343
 GH0343;                    North         East    Units  Estimated Accuracy
 GH0343;SPC OK N     -   135,660.      660,040.      MT  (+/- 180 meters Scaled)
 GH0343
 GH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF498097(NAD 83)
 GH0343
 GH0343                          SUPERSEDED SURVEY CONTROL
 GH0343
 GH0343  NGVD 29 (??/??/92)  346.286  (m)         1136.11   (f) ADJ UNCH    2 0
 GH0343
 GH0343.Superseded values are not recommended for survey control.
 GH0343
 GH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0343.See file dsdata.pdf to determine how the superseded data were derived.
 GH0343
 GH0343_MARKER: DB = BENCH MARK DISK
 GH0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0343_STAMPING: D 145 1934
 GH0343_MARK LOGO: CGS
 GH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0343+STABILITY: SURFACE MOTION
 GH0343
 GH0343  HISTORY     - Date     Condition        Report By
 GH0343  HISTORY     - 1934     MONUMENTED       CGS
 GH0343
 GH0343                          STATION DESCRIPTION
 GH0343
 GH0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0343'5.4 MI S FROM PERRY.
 GH0343'5.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0343'FROM THE STATION AT PERRY, 7.2 FEET SOUTHEAST OF MILEPOST 327,
 GH0343'0.3 MILE NORTHEAST OF A ROAD CROSSING, 200 FEET SOUTH OF A SIGNAL
 GH0343'STAND, 47.9 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 GH0343'2 FEET NORTHWEST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 GH0343'DISK, STAMPED D 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0376 ***********************************************************************
 FJ0376  DESIGNATION -  D 147
 FJ0376  PID         -  FJ0376
 FJ0376  STATE/COUNTY-  OK/OKLAHOMA
 FJ0376  COUNTRY     -  US
 FJ0376  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0376
 FJ0376                         *CURRENT SURVEY CONTROL
 FJ0376  ______________________________________________________________________
 FJ0376* NAD 83(1986) POSITION- 35 27 26.     (N) 097 24 22.     (W)   SCALED
 FJ0376* NAVD 88 ORTHO HEIGHT -   372.363 (meters)     1221.66  (feet) ADJUSTED
 FJ0376  ______________________________________________________________________
 FJ0376  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 FJ0376  DYNAMIC HEIGHT  -        372.008 (meters)     1220.50  (feet) COMP
 FJ0376  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 FJ0376
 FJ0376  VERT ORDER      -  SECOND    CLASS 0
 FJ0376
 FJ0376.The horizontal coordinates were scaled from a map and have
 FJ0376.an estimated accuracy of +/- 6 seconds.
 FJ0376
 FJ0376.The orthometric height was determined by differential leveling and
 FJ0376.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0376.in August 1994.
 FJ0376
 FJ0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0376.GEOID18 height accuracy estimate available here.
 FJ0376
 FJ0376.Click photographs - Photos may exist for this station.
 FJ0376
 FJ0376.The dynamic height is computed by dividing the NAVD 88
 FJ0376.geopotential number by the normal gravity value computed on the
 FJ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0376.degrees latitude (g = 980.6199 gals.).
 FJ0376
 FJ0376.The modeled gravity was interpolated from observed gravity values.
 FJ0376
 FJ0376;                    North         East    Units  Estimated Accuracy
 FJ0376;SPC OK N     -    50,900.      653,910.      MT  (+/- 180 meters Scaled)
 FJ0376
 FJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE446249(NAD 83)
 FJ0376
 FJ0376                          SUPERSEDED SURVEY CONTROL
 FJ0376
 FJ0376  NAVD 88 (06/15/91)  372.432  (m)         1221.89   (f) SUPERSEDED  2 0
 FJ0376  NGVD 29 (??/??/92)  372.283  (m)         1221.40   (f) ADJ UNCH    2 0
 FJ0376
 FJ0376.Superseded values are not recommended for survey control.
 FJ0376
 FJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0376.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0376
 FJ0376_MARKER: DB = BENCH MARK DISK
 FJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0376_STAMPING: D 147 1934
 FJ0376_MARK LOGO: CGS
 FJ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0376+STABILITY: SURFACE MOTION
 FJ0376
 FJ0376  HISTORY     - Date     Condition        Report By
 FJ0376  HISTORY     - 1934     MONUMENTED       CGS
 FJ0376  HISTORY     - 1956     MARK NOT FOUND   CGS
 FJ0376  HISTORY     - 20010914 MARK NOT FOUND   INDIV
 FJ0376
 FJ0376                          STATION DESCRIPTION
 FJ0376
 FJ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FJ0376'6.3 MI E FROM MARION.
 FJ0376'6.3 MILES EAST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM
 FJ0376'THE STATION AT OKLAHOMA CITY, OKLAHOMA COUNTY, 3.1 MILES NORTHWEST
 FJ0376'OF THE STATION SIGN AT MARION, 250 FEET WEST OF MILEPOST 6,
 FJ0376'250 FEET SOUTHEAST OF TRESTLE 5.9, 68 FEET SOUTH OF THE CENTER
 FJ0376'OF A COUNTY-ROAD CROSSING, 48.2 FEET SOUTHWEST OF THE CENTERLINE
 FJ0376'OF THE TRACK, 5.3 FEET EAST OF A FENCE CORNER, 3.1 FEET SOUTHWEST
 FJ0376'OF A POLE, AND 1.3 FEET NORTHEAST OF A FENCE PARALLEL TO THE
 FJ0376'TRACK.  A STANDARD DISK, STAMPED D 147 1934 AND SET IN THE
 FJ0376'TOP OF A CONCRETE POST.
 FJ0376
 FJ0376                          STATION RECOVERY (2001)
 FJ0376
 FJ0376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0376'ABANDONED RAILROAD TRACK (OKLAHOMA CITY, ADA AND ATOKA) REMOVED DURING
 FJ0376'THE 1980'S (YEAR UNKNOWN)  THE AREA AND ALL ASSOCIATED BRIDGEWORK,
 FJ0376'TRESTLES AND ITEMS ALSO REMOVED.  TRACK AREA ALSO EXTENSIVELY
 FJ0376'REGRADED. UNABLE TO ESTABLISH WHO RESPONSIBLE PERSON FOR INFORMATION
 FJ0376'WOULD BE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0156 ***********************************************************************
 FJ0156  DESIGNATION -  D 148
 FJ0156  PID         -  FJ0156
 FJ0156  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0156  COUNTRY     -  US
 FJ0156  USGS QUAD   -  EARLSBORO (2018)
 FJ0156
 FJ0156                         *CURRENT SURVEY CONTROL
 FJ0156  ______________________________________________________________________
 FJ0156* NAD 83(1986) POSITION- 35 15 38.     (N) 096 51 38.     (W)   SCALED
 FJ0156* NAVD 88 ORTHO HEIGHT -   310.396 (meters)     1018.36  (feet) ADJUSTED
 FJ0156  ______________________________________________________________________
 FJ0156  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ0156  DYNAMIC HEIGHT  -        310.099 (meters)     1017.38  (feet) COMP
 FJ0156  MODELED GRAVITY -    979,670.1   (mgal)                       NAVD 88
 FJ0156
 FJ0156  VERT ORDER      -  SECOND    CLASS 0
 FJ0156
 FJ0156.The horizontal coordinates were scaled from a map and have
 FJ0156.an estimated accuracy of +/- 6 seconds.
 FJ0156
 FJ0156.The orthometric height was determined by differential leveling and
 FJ0156.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0156.in June 1991.
 FJ0156
 FJ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0156.GEOID18 height accuracy estimate available here.
 FJ0156
 FJ0156.Click photographs - Photos may exist for this station.
 FJ0156
 FJ0156.The dynamic height is computed by dividing the NAVD 88
 FJ0156.geopotential number by the normal gravity value computed on the
 FJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0156.degrees latitude (g = 980.6199 gals.).
 FJ0156
 FJ0156.The modeled gravity was interpolated from observed gravity values.
 FJ0156
 FJ0156;                    North         East    Units  Estimated Accuracy
 FJ0156;SPC OK S     -   214,370.      703,690.      MT  (+/- 180 meters Scaled)
 FJ0156
 FJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE946040(NAD 83)
 FJ0156
 FJ0156                          SUPERSEDED SURVEY CONTROL
 FJ0156
 FJ0156  NGVD 29 (??/??/92)  310.311  (m)         1018.08   (f) ADJ UNCH    2 0
 FJ0156
 FJ0156.Superseded values are not recommended for survey control.
 FJ0156
 FJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0156.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0156
 FJ0156_MARKER: DB = BENCH MARK DISK
 FJ0156_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0156_STAMPING: D 148 1934
 FJ0156_MARK LOGO: CGS
 FJ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0156
 FJ0156  HISTORY     - Date     Condition        Report By
 FJ0156  HISTORY     - 1934     MONUMENTED       CGS
 FJ0156  HISTORY     - 20220919 MARK NOT FOUND   OKDOT
 FJ0156
 FJ0156                          STATION DESCRIPTION
 FJ0156
 FJ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0156'6.2 MI E FROM SHAWNEE.
 FJ0156'6.2 MILES EAST OF, ALONG OKLA. CITY, ADA. ATOKA RY. FROM STATION.
 FJ0156'ABOUT 300 FEET NORTH OF M.P. 43, ABOUT 122 FEET NORTHEAST OF
 FJ0156'COUNTY ROAD AT RAILROAD CROSSING, 95.8 FEET EAST OF CENTERLINE
 FJ0156'OF O.C.A.A. RY., 80.5 FEET NORTH OF CENTERLINE OF COUNTY ROAD,
 FJ0156'61.2 FEET NORTH OF NORTH END OF GALVANIZED CULVERT UNDER COUNTY
 FJ0156'ROAD, 46.1 FEET NORTH OF SOUTHEAST FENCE CORNER, 1.9 FEET WEST
 FJ0156'OF FENCE PARALLELING RAILROAD, A STANDARD DISK SET IN A CONCRETE
 FJ0156'POST.
 FJ0156
 FJ0156                          STATION RECOVERY (2022)
 FJ0156
 FJ0156'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0103 ***********************************************************************
 FJ0103  DESIGNATION -  D 149
 FJ0103  PID         -  FJ0103
 FJ0103  STATE/COUNTY-  OK/SEMINOLE
 FJ0103  COUNTRY     -  US
 FJ0103  USGS QUAD   -  MAUD (2018)
 FJ0103
 FJ0103                         *CURRENT SURVEY CONTROL
 FJ0103  ______________________________________________________________________
 FJ0103* NAD 83(1986) POSITION- 35 14 48.     (N) 096 45 34.     (W)   SCALED
 FJ0103* NAVD 88 ORTHO HEIGHT -   281.551 (meters)      923.72  (feet) ADJUSTED
 FJ0103  ______________________________________________________________________
 FJ0103  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 FJ0103  DYNAMIC HEIGHT  -        281.282 (meters)      922.84  (feet) COMP
 FJ0103  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 FJ0103
 FJ0103  VERT ORDER      -  SECOND    CLASS 0
 FJ0103
 FJ0103.The horizontal coordinates were scaled from a map and have
 FJ0103.an estimated accuracy of +/- 6 seconds.
 FJ0103
 FJ0103.The orthometric height was determined by differential leveling and
 FJ0103.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0103.in June 1991.
 FJ0103
 FJ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0103.GEOID18 height accuracy estimate available here.
 FJ0103
 FJ0103.Click photographs - Photos may exist for this station.
 FJ0103
 FJ0103.The dynamic height is computed by dividing the NAVD 88
 FJ0103.geopotential number by the normal gravity value computed on the
 FJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0103.degrees latitude (g = 980.6199 gals.).
 FJ0103
 FJ0103.The modeled gravity was interpolated from observed gravity values.
 FJ0103
 FJ0103;                    North         East    Units  Estimated Accuracy
 FJ0103;SPC OK S     -   212,930.      712,910.      MT  (+/- 180 meters Scaled)
 FJ0103
 FJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE038026(NAD 83)
 FJ0103
 FJ0103                          SUPERSEDED SURVEY CONTROL
 FJ0103
 FJ0103  NGVD 29 (??/??/92)  281.460  (m)          923.42   (f) ADJ UNCH    2 0
 FJ0103
 FJ0103.Superseded values are not recommended for survey control.
 FJ0103
 FJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0103.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0103
 FJ0103_MARKER: DB = BENCH MARK DISK
 FJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0103_STAMPING: D 149 1934
 FJ0103_MARK LOGO: CGS
 FJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0103+STABILITY: SURFACE MOTION
 FJ0103
 FJ0103  HISTORY     - Date     Condition        Report By
 FJ0103  HISTORY     - 1934     MONUMENTED       CGS
 FJ0103  HISTORY     - 1939     GOOD             CGS
 FJ0103  HISTORY     - 1964     POOR             USGS
 FJ0103
 FJ0103                          STATION DESCRIPTION
 FJ0103
 FJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FJ0103'3 MI SE FROM EARLSBORO.
 FJ0103'IN SEMINOLE COUNTY, 3.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK
 FJ0103'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT EARLSBORO,
 FJ0103'POTTAWATOMIE COUNTY, 180 FEET NORTHEAST OF POLE 436+30, AT A
 FJ0103'COUNTY-ROAD CROSSING, 42 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FJ0103'42.8 FEET NORTH OF THE CENTERLINE OF THE TRACK, 10.9 FEET WEST
 FJ0103'OF THE EAST CORNER POST, AND 0.5 FOOT SOUTH OF A FENCE
 FJ0103'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED D 149 1934 AND
 FJ0103'SET IN THE TOP OF A CONCRETE POST.
 FJ0103
 FJ0103                          STATION RECOVERY (1964)
 FJ0103
 FJ0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0103'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0030 ***********************************************************************
 DN0030  DESIGNATION -  D 15
 DN0030  PID         -  DN0030
 DN0030  STATE/COUNTY-  OK/BRYAN
 DN0030  COUNTRY     -  US
 DN0030  USGS QUAD   -  DURANT SOUTH (2018)
 DN0030
 DN0030                         *CURRENT SURVEY CONTROL
 DN0030  ______________________________________________________________________
 DN0030* NAD 83(1986) POSITION- 33 54 37.     (N) 096 26 47.     (W)   SCALED
 DN0030* NAVD 88 ORTHO HEIGHT -   209.745 (meters)      688.14  (feet) POSTED
 DN0030  ______________________________________________________________________
 DN0030  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 DN0030  DYNAMIC HEIGHT  -        209.52  (meters)      687.4   (feet) COMP
 DN0030  MODELED GRAVITY -    979,574.0   (mgal)                       NAVD 88
 DN0030
 DN0030  VERT ORDER      -  * POSTED, SEE BELOW
 DN0030
 DN0030.The horizontal coordinates were scaled from a map and have
 DN0030.an estimated accuracy of +/- 6 seconds.
 DN0030
 DN0030.The orthometric height was determined by differential leveling
 DN0030.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DN0030
 DN0030.* This is a POSTED BENCH MARK height.
 DN0030
 DN0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0030.GEOID18 height accuracy estimate available here.
 DN0030
 DN0030.Click photographs - Photos may exist for this station.
 DN0030
 DN0030.The dynamic height is computed by dividing the NAVD 88
 DN0030.geopotential number by the normal gravity value computed on the
 DN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0030.degrees latitude (g = 980.6199 gals.).
 DN0030
 DN0030.The modeled gravity was interpolated from observed gravity values.
 DN0030
 DN0030;                    North         East    Units  Estimated Accuracy
 DN0030;SPC OK S     -    65,100.      743,680.      MT  (+/- 180 meters Scaled)
 DN0030
 DN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC360551(NAD 83)
 DN0030
 DN0030                          SUPERSEDED SURVEY CONTROL
 DN0030
 DN0030  NGVD 29 (??/??/92)  209.679  (m)          687.92   (f) ADJ UNCH    1 2
 DN0030
 DN0030.Superseded values are not recommended for survey control.
 DN0030
 DN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0030.See file dsdata.pdf to determine how the superseded data were derived.
 DN0030
 DN0030_MARKER: DB = BENCH MARK DISK
 DN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0030_STAMPING: D 15 1933 687.922
 DN0030_MARK LOGO: CGS
 DN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0030+STABILITY: SURFACE MOTION
 DN0030
 DN0030  HISTORY     - Date     Condition        Report By
 DN0030  HISTORY     - 1933     MONUMENTED       CGS
 DN0030  HISTORY     - 1934     GOOD             CGS
 DN0030  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0030
 DN0030                          STATION DESCRIPTION
 DN0030
 DN0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0030'1.9 MI S FROM CALERA.
 DN0030'1.9 MILES SOUTH OF CALERA ON THE M-K-T RAILROAD, ABOUT 1800 FEET SOUTH
 DN0030'OF MILE POLE 648, ABOUT 300 FEET SOUTH OF RAILROAD CROSSING, AND ABOUT
 DN0030'80 FEET WEST OF THE WEST TRACK, SET IN LINE WITH THE TELEGRAPH POLES.
 DN0030
 DN0030                          STATION RECOVERY (1934)
 DN0030
 DN0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DN0030'RECOVERED IN GOOD CONDITION.
 DN0030
 DN0030                          STATION RECOVERY (1986)
 DN0030
 DN0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0247 ***********************************************************************
 GK0247  DESIGNATION -  D 15
 GK0247  PID         -  GK0247
 GK0247  STATE/COUNTY-  OK/TEXAS
 GK0247  COUNTRY     -  US
 GK0247  USGS QUAD   -  OPTIMA (2018)
 GK0247
 GK0247                         *CURRENT SURVEY CONTROL
 GK0247  ______________________________________________________________________
 GK0247* NAD 83(1986) POSITION- 36 48 22.     (N) 101 17 20.     (W)   SCALED
 GK0247* NAVD 88 ORTHO HEIGHT -   915.085 (meters)     3002.24  (feet) ADJUSTED
 GK0247  ______________________________________________________________________
 GK0247  GEOID HEIGHT    -        -26.632 (meters)                     GEOID18
 GK0247  DYNAMIC HEIGHT  -        914.154 (meters)     2999.19  (feet) COMP
 GK0247  MODELED GRAVITY -    979,583.1   (mgal)                       NAVD 88
 GK0247
 GK0247  VERT ORDER      -  FIRST     CLASS II
 GK0247
 GK0247.The horizontal coordinates were scaled from a map and have
 GK0247.an estimated accuracy of +/- 6 seconds.
 GK0247
 GK0247.The orthometric height was determined by differential leveling and
 GK0247.adjusted by the NATIONAL GEODETIC SURVEY
 GK0247.in June 1991.
 GK0247
 GK0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0247.GEOID18 height accuracy estimate available here.
 GK0247
 GK0247.Click photographs - Photos may exist for this station.
 GK0247
 GK0247.The dynamic height is computed by dividing the NAVD 88
 GK0247.geopotential number by the normal gravity value computed on the
 GK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0247.degrees latitude (g = 980.6199 gals.).
 GK0247
 GK0247.The modeled gravity was interpolated from observed gravity values.
 GK0247
 GK0247;                    North         East    Units  Estimated Accuracy
 GK0247;SPC OK N     -   205,370.      306,560.      MT  (+/- 180 meters Scaled)
 GK0247
 GK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF958758(NAD 83)
 GK0247
 GK0247                          SUPERSEDED SURVEY CONTROL
 GK0247
 GK0247  NGVD 29 (??/??/92)  914.663  (m)         3000.86   (f) ADJ UNCH    1 2
 GK0247
 GK0247.Superseded values are not recommended for survey control.
 GK0247
 GK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0247.See file dsdata.pdf to determine how the superseded data were derived.
 GK0247
 GK0247_MARKER: DB = BENCH MARK DISK
 GK0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0247_SP_SET: CULVERT HEADWALL
 GK0247_STAMPING: D 15 1933
 GK0247_MARK LOGO: CGS
 GK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0247+STABILITY: SURFACE MOTION
 GK0247
 GK0247  HISTORY     - Date     Condition        Report By
 GK0247  HISTORY     - 1933     MONUMENTED       CGS
 GK0247
 GK0247                          STATION DESCRIPTION
 GK0247
 GK0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0247'4.6 MI NE FROM OPTIMA.
 GK0247'4.6 MILES NORTHEAST OF OPTIMA DEPOT ALONG THE ROCK ISLAND RAIL ROAD AT
 GK0247'MILE POST NO. 460 AT HIGHWAY 6 FT. CONCRETE BOX CULVERT IN NORTH EAST
 GK0247'END OF THE NORTH WEST HEADWALL 90 FT. SOUTH EAST OF THE CENTER LINE OF
 GK0247'TRACK AND 6 POLES NORTH EAST OF ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0290 ***********************************************************************
 EL0290  DESIGNATION -  D 150
 EL0290  PID         -  EL0290
 EL0290  STATE/COUNTY-  OK/PONTOTOC
 EL0290  COUNTRY     -  US
 EL0290  USGS QUAD   -  ADA (2018)
 EL0290
 EL0290                         *CURRENT SURVEY CONTROL
 EL0290  ______________________________________________________________________
 EL0290* NAD 83(1986) POSITION- 34 51 07.     (N) 096 40 58.     (W)   SCALED
 EL0290* NAVD 88 ORTHO HEIGHT -   273.090 (meters)      895.96  (feet) ADJUSTED
 EL0290  ______________________________________________________________________
 EL0290  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 EL0290  DYNAMIC HEIGHT  -        272.824 (meters)      895.09  (feet) COMP
 EL0290  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 EL0290
 EL0290  VERT ORDER      -  SECOND    CLASS 0
 EL0290
 EL0290.The horizontal coordinates were scaled from a map and have
 EL0290.an estimated accuracy of +/- 6 seconds.
 EL0290
 EL0290.The orthometric height was determined by differential leveling and
 EL0290.adjusted by the NATIONAL GEODETIC SURVEY
 EL0290.in June 1991.
 EL0290
 EL0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0290.GEOID18 height accuracy estimate available here.
 EL0290
 EL0290.Click photographs - Photos may exist for this station.
 EL0290
 EL0290.The dynamic height is computed by dividing the NAVD 88
 EL0290.geopotential number by the normal gravity value computed on the
 EL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0290.degrees latitude (g = 980.6199 gals.).
 EL0290
 EL0290.The modeled gravity was interpolated from observed gravity values.
 EL0290
 EL0290;                    North         East    Units  Estimated Accuracy
 EL0290;SPC OK S     -   169,240.      720,450.      MT  (+/- 180 meters Scaled)
 EL0290
 EL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD118590(NAD 83)
 EL0290
 EL0290                          SUPERSEDED SURVEY CONTROL
 EL0290
 EL0290  NGVD 29 (??/??/92)  272.997  (m)          895.66   (f) ADJ UNCH    2 0
 EL0290
 EL0290.Superseded values are not recommended for survey control.
 EL0290
 EL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0290.See file dsdata.pdf to determine how the superseded data were derived.
 EL0290
 EL0290_MARKER: DB = BENCH MARK DISK
 EL0290_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0290_STAMPING: D 150 1934
 EL0290_MARK LOGO: CGS
 EL0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0290
 EL0290  HISTORY     - Date     Condition        Report By
 EL0290  HISTORY     - 1934     MONUMENTED       CGS
 EL0290
 EL0290                          STATION DESCRIPTION
 EL0290
 EL0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0290'5.8 MI N FROM ADA.
 EL0290'5.8 MILES NORTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 EL0290'MARK SET AT BING SIDING, ABOUT 450 FEET SOUTH OF M.P. 79, ABOUT
 EL0290'350 FEET SOUTH OF RAILROAD OVER-HEAD BRIDGE, 65.8 FEET WEST OF
 EL0290'CENTERLINE OF O.C.A.A.RY., 52 FEET WEST OF BING MARKER, 1.8 FEET
 EL0290'EAST OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 EL0290'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0094 ***********************************************************************
 EM0094  DESIGNATION -  D 151
 EM0094  PID         -  EM0094
 EM0094  STATE/COUNTY-  OK/TILLMAN
 EM0094  COUNTRY     -  US
 EM0094  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM0094
 EM0094                         *CURRENT SURVEY CONTROL
 EM0094  ______________________________________________________________________
 EM0094* NAD 83(1986) POSITION- 34 21 00.     (N) 098 53 20.     (W)   SCALED
 EM0094* NAVD 88 ORTHO HEIGHT -   347.858 (meters)     1141.26  (feet) ADJUSTED
 EM0094  ______________________________________________________________________
 EM0094  GEOID HEIGHT    -        -27.329 (meters)                     GEOID18
 EM0094  DYNAMIC HEIGHT  -        347.482 (meters)     1140.03  (feet) COMP
 EM0094  MODELED GRAVITY -    979,544.4   (mgal)                       NAVD 88
 EM0094
 EM0094  VERT ORDER      -  SECOND    CLASS 0
 EM0094
 EM0094.The horizontal coordinates were scaled from a map and have
 EM0094.an estimated accuracy of +/- 6 seconds.
 EM0094
 EM0094.The orthometric height was determined by differential leveling and
 EM0094.adjusted by the NATIONAL GEODETIC SURVEY
 EM0094.in June 1991.
 EM0094
 EM0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0094.GEOID18 height accuracy estimate available here.
 EM0094
 EM0094.Click photographs - Photos may exist for this station.
 EM0094
 EM0094.The dynamic height is computed by dividing the NAVD 88
 EM0094.geopotential number by the normal gravity value computed on the
 EM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0094.degrees latitude (g = 980.6199 gals.).
 EM0094
 EM0094.The modeled gravity was interpolated from observed gravity values.
 EM0094
 EM0094;                    North         East    Units  Estimated Accuracy
 EM0094;SPC OK S     -   113,130.      518,220.      MT  (+/- 180 meters Scaled)
 EM0094
 EM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND102009(NAD 83)
 EM0094
 EM0094                          SUPERSEDED SURVEY CONTROL
 EM0094
 EM0094  NGVD 29 (??/??/92)  347.730  (m)         1140.84   (f) ADJ UNCH    2 0
 EM0094
 EM0094.Superseded values are not recommended for survey control.
 EM0094
 EM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0094.See file dsdata.pdf to determine how the superseded data were derived.
 EM0094
 EM0094_MARKER: DB = BENCH MARK DISK
 EM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0094_STAMPING: D 151 1934
 EM0094_MARK LOGO: CGS
 EM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0094+STABILITY: SURFACE MOTION
 EM0094
 EM0094  HISTORY     - Date     Condition        Report By
 EM0094  HISTORY     - 1934     MONUMENTED       CGS
 EM0094  HISTORY     - 1963     GOOD             CGS
 EM0094
 EM0094                          STATION DESCRIPTION
 EM0094
 EM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0094'1.4 MI NW FROM HOLLISTER.
 EM0094'1.4 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM STATION.  300 FEET WEST
 EM0094'OF MILEPOST 42.  44 FEET WEST OF CENTERLINE OF CROSS SECTION ROAD.
 EM0094'36.5 FEET NORTH OF CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  14.4
 EM0094'FEET CORNER. 9.3 FEET SOUTHWEST OF WESTERN UNION TELE. POLE NO.
 EM0094'E8-7109. 2.2 FEET EAST OF R/W CROSS FENCE.
 EM0094
 EM0094                          STATION RECOVERY (1963)
 EM0094
 EM0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0511 ***********************************************************************
 EL0511  DESIGNATION -  D 155
 EL0511  PID         -  EL0511
 EL0511  STATE/COUNTY-  OK/STEPHENS
 EL0511  COUNTRY     -  US
 EL0511  USGS QUAD   -  HARRISBURG (2018)
 EL0511
 EL0511                         *CURRENT SURVEY CONTROL
 EL0511  ______________________________________________________________________
 EL0511* NAD 83(1986) POSITION- 34 29 34.     (N) 097 49 55.     (W)   SCALED
 EL0511* NAVD 88 ORTHO HEIGHT -   337.112 (meters)     1106.01  (feet) ADJUSTED
 EL0511  ______________________________________________________________________
 EL0511  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 EL0511  DYNAMIC HEIGHT  -        336.764 (meters)     1104.87  (feet) COMP
 EL0511  MODELED GRAVITY -    979,593.8   (mgal)                       NAVD 88
 EL0511
 EL0511  VERT ORDER      -  SECOND    CLASS 0
 EL0511
 EL0511.The horizontal coordinates were scaled from a map and have
 EL0511.an estimated accuracy of +/- 6 seconds.
 EL0511
 EL0511.The orthometric height was determined by differential leveling and
 EL0511.adjusted by the NATIONAL GEODETIC SURVEY
 EL0511.in June 1991.
 EL0511
 EL0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0511.GEOID18 height accuracy estimate available here.
 EL0511
 EL0511.Click photographs - Photos may exist for this station.
 EL0511
 EL0511.The dynamic height is computed by dividing the NAVD 88
 EL0511.geopotential number by the normal gravity value computed on the
 EL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0511.degrees latitude (g = 980.6199 gals.).
 EL0511
 EL0511.The modeled gravity was interpolated from observed gravity values.
 EL0511
 EL0511;                    North         East    Units  Estimated Accuracy
 EL0511;SPC OK S     -   128,620.      615,440.      MT  (+/- 180 meters Scaled)
 EL0511
 EL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD072174(NAD 83)
 EL0511
 EL0511                          SUPERSEDED SURVEY CONTROL
 EL0511
 EL0511  NGVD 29 (??/??/92)  337.024  (m)         1105.72   (f) ADJ UNCH    2 0
 EL0511
 EL0511.Superseded values are not recommended for survey control.
 EL0511
 EL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0511.See file dsdata.pdf to determine how the superseded data were derived.
 EL0511
 EL0511_MARKER: DB = BENCH MARK DISK
 EL0511_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0511_STAMPING: D 155 1934
 EL0511_MARK LOGO: CGS
 EL0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0511
 EL0511  HISTORY     - Date     Condition        Report By
 EL0511  HISTORY     - 1934     MONUMENTED       CGS
 EL0511
 EL0511                          STATION DESCRIPTION
 EL0511
 EL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0511'7.5 MI E FROM DUNCAN.
 EL0511'7.5 MILES EAST OF, ALONG STATE HWY 22, FROM POST OFFICE BETWEEN
 EL0511'TWO SMALL DIPS IN HIGHWAY, ABOUT 0.2 MILE APART, 43.5 FEET NORTH
 EL0511'OF CENTERLINE OF STATE HWY. 22, 9.3 FEET NORTHWEST OF TELEPHONE
 EL0511'POLE, 4.3 FEET NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE
 EL0511'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0301 ***********************************************************************
 EL0301  DESIGNATION -  D 156
 EL0301  PID         -  EL0301
 EL0301  STATE/COUNTY-  OK/GARVIN
 EL0301  COUNTRY     -  US
 EL0301  USGS QUAD   -  JOY (2018)
 EL0301
 EL0301                         *CURRENT SURVEY CONTROL
 EL0301  ______________________________________________________________________
 EL0301* NAD 83(1986) POSITION- 34 30 23.     (N) 097 11 03.     (W)   SCALED
 EL0301* NAVD 88 ORTHO HEIGHT -   278.188 (meters)      912.69  (feet) ADJUSTED
 EL0301  ______________________________________________________________________
 EL0301  GEOID HEIGHT    -        -25.229 (meters)                     GEOID18
 EL0301  DYNAMIC HEIGHT  -        277.916 (meters)      911.80  (feet) COMP
 EL0301  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 EL0301
 EL0301  VERT ORDER      -  SECOND    CLASS 0
 EL0301
 EL0301.The horizontal coordinates were scaled from a map and have
 EL0301.an estimated accuracy of +/- 6 seconds.
 EL0301
 EL0301.The orthometric height was determined by differential leveling and
 EL0301.adjusted by the NATIONAL GEODETIC SURVEY
 EL0301.in June 1991.
 EL0301
 EL0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0301.GEOID18 height accuracy estimate available here.
 EL0301
 EL0301.Click photographs - Photos may exist for this station.
 EL0301
 EL0301.The dynamic height is computed by dividing the NAVD 88
 EL0301.geopotential number by the normal gravity value computed on the
 EL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0301.degrees latitude (g = 980.6199 gals.).
 EL0301
 EL0301.The modeled gravity was interpolated from observed gravity values.
 EL0301
 EL0301;                    North         East    Units  Estimated Accuracy
 EL0301;SPC OK S     -   130,420.      674,920.      MT  (+/- 180 meters Scaled)
 EL0301
 EL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD666198(NAD 83)
 EL0301
 EL0301                          SUPERSEDED SURVEY CONTROL
 EL0301
 EL0301  NGVD 29 (??/??/92)  278.115  (m)          912.45   (f) ADJ UNCH    2 0
 EL0301
 EL0301.Superseded values are not recommended for survey control.
 EL0301
 EL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0301.See file dsdata.pdf to determine how the superseded data were derived.
 EL0301
 EL0301_MARKER: DB = BENCH MARK DISK
 EL0301_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0301_STAMPING: D 156 1934
 EL0301_MARK LOGO: CGS
 EL0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0301
 EL0301  HISTORY     - Date     Condition        Report By
 EL0301  HISTORY     - 1934     MONUMENTED       CGS
 EL0301  HISTORY     - 20210318 MARK NOT FOUND   OKDOT
 EL0301
 EL0301                          STATION DESCRIPTION
 EL0301
 EL0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0301'3.8 MI W FROM DAVIS.
 EL0301'ABOUT 0.3 MILE WEST OF LARGE WHITE FARM HOUSE ON NORTH SIDE OF
 EL0301'HIGHWAY, ABOUT 0.1 MILE EAST OF CURVE IN HIGHWAY, 48 FEET SOUTH
 EL0301'OF CENTERLINE OF STATE HWY. 22, 16 FEET EAST OF CENTERLINE OF
 EL0301'GATEWAY, 9.3 FEET EAST OF CONCRETE CORNER FENCE POST 1 FT. SQ.,
 EL0301'AND DIVISION FENCE, 2 FEET NORTH OF FENCE.  TABLET SET IN PRECAST
 EL0301'CONCRETE POST
 EL0301
 EL0301                          STATION RECOVERY (2021)
 EL0301
 EL0301'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0182 ***********************************************************************
 EL0182  DESIGNATION -  D 157
 EL0182  PID         -  EL0182
 EL0182  STATE/COUNTY-  OK/JOHNSTON
 EL0182  COUNTRY     -  US
 EL0182  USGS QUAD   -  MILBURN (2018)
 EL0182
 EL0182                         *CURRENT SURVEY CONTROL
 EL0182  ______________________________________________________________________
 EL0182* NAD 83(1986) POSITION- 34 14 26.0    (N) 096 32 59.2    (W)   HD_HELD2
 EL0182* NAVD 88 ORTHO HEIGHT -   219.759 (meters)      720.99  (feet) ADJUSTED
 EL0182  ______________________________________________________________________
 EL0182  GEOID HEIGHT    -        -25.864 (meters)                     GEOID18
 EL0182  DYNAMIC HEIGHT  -        219.544 (meters)      720.29  (feet) COMP
 EL0182  MODELED GRAVITY -    979,652.8   (mgal)                       NAVD 88
 EL0182
 EL0182  VERT ORDER      -  SECOND    CLASS 0
 EL0182
 EL0182.The horizontal coordinates were established by autonomous hand held GPS
 EL0182.observations and have an estimated accuracy of +/- 10 meters.
 EL0182
 EL0182.The orthometric height was determined by differential leveling and
 EL0182.adjusted by the NATIONAL GEODETIC SURVEY
 EL0182.in June 1991.
 EL0182
 EL0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0182.GEOID18 height accuracy estimate available here.
 EL0182
 EL0182.Click photographs - Photos may exist for this station.
 EL0182
 EL0182.The dynamic height is computed by dividing the NAVD 88
 EL0182.geopotential number by the normal gravity value computed on the
 EL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0182.degrees latitude (g = 980.6199 gals.).
 EL0182
 EL0182.The modeled gravity was interpolated from observed gravity values.
 EL0182
 EL0182;                    North         East    Units  Estimated Accuracy
 EL0182;SPC OK S     -   101,592.      733,589.      MT  (+/- 10 meters HH2 GPS)
 EL0182
 EL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2565891544(NAD 83)
 EL0182
 EL0182                          SUPERSEDED SURVEY CONTROL
 EL0182
 EL0182  NGVD 29 (??/??/92)  219.712  (m)          720.84   (f) ADJ UNCH    2 0
 EL0182
 EL0182.Superseded values are not recommended for survey control.
 EL0182
 EL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0182.See file dsdata.pdf to determine how the superseded data were derived.
 EL0182
 EL0182_MARKER: DB = BENCH MARK DISK
 EL0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0182_SP_SET: BUILDING FOUNDATION
 EL0182_STAMPING: D 157 1934
 EL0182_MARK LOGO: CGS
 EL0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0182
 EL0182  HISTORY     - Date     Condition        Report By
 EL0182  HISTORY     - 1934     MONUMENTED       CGS
 EL0182  HISTORY     - 1934     GOOD             CGS
 EL0182  HISTORY     - 1976     GOOD             OKDH
 EL0182
 EL0182                          STATION DESCRIPTION
 EL0182
 EL0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0182'IN MILBURN.
 EL0182'IN THE TOWN OF MILBURN, VERTICAL BRONZE TABLET IN SOUTH FACE OF
 EL0182'CONCRETE BASE OF GRANITE PILLAR AT CORNER ENTRANCE OF BANK BLDG.
 EL0182'NORTHEAST CORNER OF MAIN STREETS, 1.2 FEET ABOVE GROUND.
 EL0182
 EL0182                          STATION RECOVERY (1934)
 EL0182
 EL0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0182'RECOVERED IN GOOD CONDITION.
 EL0182
 EL0182                          STATION RECOVERY (1976)
 EL0182
 EL0182'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976
 EL0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0537 ***********************************************************************
 EK0537  DESIGNATION -  D 158
 EK0537  PID         -  EK0537
 EK0537  STATE/COUNTY-  OK/PUSHMATAHA
 EK0537  COUNTRY     -  US
 EK0537  USGS QUAD   -  DARWIN (2018)
 EK0537
 EK0537                         *CURRENT SURVEY CONTROL
 EK0537  ______________________________________________________________________
 EK0537* NAD 83(1986) POSITION- 34 14 31.58   (N) 095 45 16.71   (W)   HD_HELD1
 EK0537* NAVD 88 ORTHO HEIGHT -   185.932 (meters)      610.01  (feet) ADJUSTED
 EK0537  ______________________________________________________________________
 EK0537  GEOID HEIGHT    -        -29.698 (meters)                     GEOID18
 EK0537  DYNAMIC HEIGHT  -        185.731 (meters)      609.35  (feet) COMP
 EK0537  MODELED GRAVITY -    979,551.5   (mgal)                       NAVD 88
 EK0537
 EK0537  VERT ORDER      -  SECOND    CLASS 0
 EK0537
 EK0537.The horizontal coordinates were determined by differentially corrected
 EK0537.hand held GPS observations or other comparable positioning techniques
 EK0537.and have an estimated accuracy of +/- 3 meters.
 EK0537
 EK0537.The orthometric height was determined by differential leveling and
 EK0537.adjusted by the NATIONAL GEODETIC SURVEY
 EK0537.in June 1991.
 EK0537
 EK0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0537.GEOID18 height accuracy estimate available here.
 EK0537
 EK0537.Click photographs - Photos may exist for this station.
 EK0537
 EK0537.The dynamic height is computed by dividing the NAVD 88
 EK0537.geopotential number by the normal gravity value computed on the
 EK0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0537.degrees latitude (g = 980.6199 gals.).
 EK0537
 EK0537.The modeled gravity was interpolated from observed gravity values.
 EK0537
 EK0537;                    North         East    Units  Estimated Accuracy
 EK0537;SPC OK S     -   103,104.3     806,820.0     MT  (+/- 3 meters HH1 GPS) 
 EK0537
 EK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4630292433(NAD 83)
 EK0537
 EK0537                          SUPERSEDED SURVEY CONTROL
 EK0537
 EK0537  NGVD 29 (??/??/92)  185.846  (m)          609.73   (f) ADJ UNCH    2 0
 EK0537
 EK0537.Superseded values are not recommended for survey control.
 EK0537
 EK0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0537.See file dsdata.pdf to determine how the superseded data were derived.
 EK0537
 EK0537_MARKER: DB = BENCH MARK DISK
 EK0537_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0537_STAMPING: D 158 1934
 EK0537_MARK LOGO: CGS
 EK0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0537
 EK0537  HISTORY     - Date     Condition        Report By
 EK0537  HISTORY     - 1934     MONUMENTED       CGS
 EK0537
 EK0537                          STATION DESCRIPTION
 EK0537
 EK0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0537'1.4 MI E FROM DARWIN.
 EK0537'1.4 MILES EAST OF, ALONG ST. HWY 19, ABOUT 0.5 MILE WEST OF
 EK0537'ROAD TO MILLER, 91 FEET WEST OF SMALL CONCRETE HIGHWAY CULVERT,
 EK0537'38 FEET NORTH OF CENTERLINE OF STATE HWY. 19, 28 FEET WEST OF
 EK0537'CENTERLINE OF LANE LEADING NORTH TO TWO LARGE FARM HOUSES ON
 EK0537'HILL TOP, 7 FEET WEST OF SOUTHEAST FENCE CORNER, 1.6 FT. SOUTH
 EK0537'OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0594 ***********************************************************************
 EK0594  DESIGNATION -  D 16
 EK0594  PID         -  EK0594
 EK0594  STATE/COUNTY-  OK/ATOKA
 EK0594  COUNTRY     -  US
 EK0594  USGS QUAD   -  KIOWA (2019)
 EK0594
 EK0594                         *CURRENT SURVEY CONTROL
 EK0594  ______________________________________________________________________
 EK0594* NAD 83(1986) POSITION- 34 39 24.     (N) 095 56 11.     (W)   SCALED
 EK0594* NAVD 88 ORTHO HEIGHT -   212.728 (meters)      697.93  (feet) ADJUSTED
 EK0594  ______________________________________________________________________
 EK0594  GEOID HEIGHT    -        -29.361 (meters)                     GEOID18
 EK0594  DYNAMIC HEIGHT  -        212.510 (meters)      697.21  (feet) COMP
 EK0594  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 EK0594
 EK0594  VERT ORDER      -  FIRST     CLASS II
 EK0594
 EK0594.The horizontal coordinates were scaled from a map and have
 EK0594.an estimated accuracy of +/- 6 seconds.
 EK0594
 EK0594.The orthometric height was determined by differential leveling and
 EK0594.adjusted by the NATIONAL GEODETIC SURVEY
 EK0594.in June 1991.
 EK0594
 EK0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0594.GEOID18 height accuracy estimate available here.
 EK0594
 EK0594.Click photographs - Photos may exist for this station.
 EK0594
 EK0594.The dynamic height is computed by dividing the NAVD 88
 EK0594.geopotential number by the normal gravity value computed on the
 EK0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0594.degrees latitude (g = 980.6199 gals.).
 EK0594
 EK0594.The modeled gravity was interpolated from observed gravity values.
 EK0594
 EK0594;                    North         East    Units  Estimated Accuracy
 EK0594;SPC OK S     -   148,720.      789,140.      MT  (+/- 180 meters Scaled)
 EK0594
 EK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU308388(NAD 83)
 EK0594
 EK0594                          SUPERSEDED SURVEY CONTROL
 EK0594
 EK0594  NGVD 29 (??/??/92)  212.623  (m)          697.58   (f) ADJ UNCH    1 2
 EK0594
 EK0594.Superseded values are not recommended for survey control.
 EK0594
 EK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0594.See file dsdata.pdf to determine how the superseded data were derived.
 EK0594
 EK0594_MARKER: DB = BENCH MARK DISK
 EK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0594_STAMPING: D 16 1933
 EK0594_MARK LOGO: CGS
 EK0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0594+STABILITY: SURFACE MOTION
 EK0594
 EK0594  HISTORY     - Date     Condition        Report By
 EK0594  HISTORY     - 1933     MONUMENTED       CGS
 EK0594  HISTORY     - 1934     GOOD             CGS
 EK0594
 EK0594                          STATION DESCRIPTION
 EK0594
 EK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0594'4.7 MI S FROM KIOWA.
 EK0594'4.7 MILES SOUTH OF KIOWA, ON THE M.K.T. R.R. AT THE REYNOLDS WATER
 EK0594'STATION OF THE RAILROAD, 0.3 MI. NORTH OF MILEPOST 588, 80
 EK0594'FT. WEST OF TRACK, 100 FT. WEST OF WATER TOWER, 80 FT. WEST OF
 EK0594'SEMAPHORES 587.7 AND 587.6.
 EK0594
 EK0594                          STATION RECOVERY (1934)
 EK0594
 EK0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0458 ***********************************************************************
 EK0458  DESIGNATION -  D 160
 EK0458  PID         -  EK0458
 EK0458  STATE/COUNTY-  OK/LATIMER
 EK0458  COUNTRY     -  US
 EK0458  USGS QUAD   -  WILBURTON (2018)
 EK0458
 EK0458                         *CURRENT SURVEY CONTROL
 EK0458  ______________________________________________________________________
 EK0458* NAD 83(1986) POSITION- 34 57 11.     (N) 095 20 33.     (W)   SCALED
 EK0458* NAVD 88 ORTHO HEIGHT -   205.582 (meters)      674.48  (feet) ADJUSTED
 EK0458  ______________________________________________________________________
 EK0458  GEOID HEIGHT    -        -31.033 (meters)                     GEOID18
 EK0458  DYNAMIC HEIGHT  -        205.371 (meters)      673.79  (feet) COMP
 EK0458  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 EK0458
 EK0458  VERT ORDER      -  SECOND    CLASS 0
 EK0458
 EK0458.The horizontal coordinates were scaled from a map and have
 EK0458.an estimated accuracy of +/- 6 seconds.
 EK0458
 EK0458.The orthometric height was determined by differential leveling and
 EK0458.adjusted by the NATIONAL GEODETIC SURVEY
 EK0458.in June 1991.
 EK0458
 EK0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0458.GEOID18 height accuracy estimate available here.
 EK0458
 EK0458.Click photographs - Photos may exist for this station.
 EK0458
 EK0458.The dynamic height is computed by dividing the NAVD 88
 EK0458.geopotential number by the normal gravity value computed on the
 EK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0458.degrees latitude (g = 980.6199 gals.).
 EK0458
 EK0458.The modeled gravity was interpolated from observed gravity values.
 EK0458
 EK0458;                    North         East    Units  Estimated Accuracy
 EK0458;SPC OK S     -   182,860.      842,700.      MT  (+/- 180 meters Scaled)
 EK0458
 EK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU861703(NAD 83)
 EK0458
 EK0458                          SUPERSEDED SURVEY CONTROL
 EK0458
 EK0458  NGVD 29 (??/??/92)  205.466  (m)          674.10   (f) ADJ UNCH    2 0
 EK0458
 EK0458.Superseded values are not recommended for survey control.
 EK0458
 EK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0458.See file dsdata.pdf to determine how the superseded data were derived.
 EK0458
 EK0458_MARKER: DB = BENCH MARK DISK
 EK0458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0458_STAMPING: D 160 1934
 EK0458_MARK LOGO: CGS
 EK0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0458
 EK0458  HISTORY     - Date     Condition        Report By
 EK0458  HISTORY     - 1934     MONUMENTED       CGS
 EK0458  HISTORY     - 1971     MARK NOT FOUND   USGS
 EK0458
 EK0458                          STATION DESCRIPTION
 EK0458
 EK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0458'3.7 MI NW FROM WILBURTON.
 EK0458'3.7 MILES NORTHWEST OF WILBURTON RY STA, ABOUT 0.7 MILE NORTH OF
 EK0458'CONCRETE HWY. BRIDGE OVER FOURCHE-MOLINE CREEK, ABOUT 0.1 MILE
 EK0458'NORTH OF ROAD FORK, 0.1 MILE SOUTH OF SHARP S TURN TO WEST,
 EK0458'168 FEET SOUTH OF NORTH-EAST FENCE CORNER, 47.3 FEET NORTHEAST
 EK0458'OF NORTHEAST CORNER OF SLAT SIDED BARN, 38 FEET WEST OF CENTERLINE
 EK0458'OF ST. HWY. 2, 14.5 FEET NORTH OF TELEPHONE POLE, 2 FEET EAST OF
 EK0458'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0458
 EK0458                          STATION RECOVERY (1971)
 EK0458
 EK0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EK0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0630 ***********************************************************************
 FH0630  DESIGNATION -  D 161
 FH0630  PID         -  FH0630
 FH0630  STATE/COUNTY-  OK/MUSKOGEE
 FH0630  COUNTRY     -  US
 FH0630  USGS QUAD   -  WARNER (2018)
 FH0630
 FH0630                         *CURRENT SURVEY CONTROL
 FH0630  ______________________________________________________________________
 FH0630* NAD 83(1986) POSITION- 35 29 11.     (N) 095 18 26.     (W)   SCALED
 FH0630* NAVD 88 ORTHO HEIGHT -   174.354 (meters)      572.03  (feet) ADJUSTED
 FH0630  ______________________________________________________________________
 FH0630  GEOID HEIGHT    -        -29.882 (meters)                     GEOID18
 FH0630  DYNAMIC HEIGHT  -        174.191 (meters)      571.49  (feet) COMP
 FH0630  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 FH0630
 FH0630  VERT ORDER      -  FIRST     CLASS II
 FH0630
 FH0630.The horizontal coordinates were scaled from a map and have
 FH0630.an estimated accuracy of +/- 6 seconds.
 FH0630
 FH0630.The orthometric height was determined by differential leveling and
 FH0630.adjusted by the NATIONAL GEODETIC SURVEY
 FH0630.in June 1991.
 FH0630
 FH0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0630.GEOID18 height accuracy estimate available here.
 FH0630
 FH0630.Click photographs - Photos may exist for this station.
 FH0630
 FH0630.The dynamic height is computed by dividing the NAVD 88
 FH0630.geopotential number by the normal gravity value computed on the
 FH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0630.degrees latitude (g = 980.6199 gals.).
 FH0630
 FH0630.The modeled gravity was interpolated from observed gravity values.
 FH0630
 FH0630;                    North         East    Units  Estimated Accuracy
 FH0630;SPC OK N     -    57,360.      844,330.      MT  (+/- 180 meters Scaled)
 FH0630
 FH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV906294(NAD 83)
 FH0630
 FH0630                          SUPERSEDED SURVEY CONTROL
 FH0630
 FH0630  NGVD 29 (??/??/92)  174.255  (m)          571.70   (f) ADJ UNCH    1 2
 FH0630
 FH0630.Superseded values are not recommended for survey control.
 FH0630
 FH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0630.See file dsdata.pdf to determine how the superseded data were derived.
 FH0630
 FH0630_MARKER: DB = BENCH MARK DISK
 FH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0630_STAMPING: D 161 1934
 FH0630_MARK LOGO: CGS
 FH0630_PROJECTION: PROJECTING 5 CENTIMETERS
 FH0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0630+STABILITY: SURFACE MOTION
 FH0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0630+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2007
 FH0630
 FH0630  HISTORY     - Date     Condition        Report By
 FH0630  HISTORY     - 1934     MONUMENTED       CGS
 FH0630  HISTORY     - 1960     GOOD             CGS
 FH0630  HISTORY     - 1984     GOOD             NGS
 FH0630  HISTORY     - 1988     GOOD             USPSQD
 FH0630  HISTORY     - 1989     GOOD             USPSQD
 FH0630  HISTORY     - 1990     GOOD             USPSQD
 FH0630  HISTORY     - 20070601 GOOD             GEOCAC
 FH0630
 FH0630                          STATION DESCRIPTION
 FH0630
 FH0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0630'AT WARNER.
 FH0630'AT WARNER, MUSKOGEE COUNTY, ON THE MIDLAND VALLEY RAILROAD, 58.5
 FH0630'FEET SOUTHWEST OF THE SOUTH CORNER OF THE STATION, 0.2 MILE
 FH0630'NORTHWEST OF MILEPOST 77, 39.1 FEET SOUTHWEST OF THE CENTERLINE
 FH0630'OF THE MAIN TRACK, AND 4.5 FEET SOUTHEAST OF A POST.  NOTE-- THE
 FH0630'WARNER RAILROAD STATION HAS BEEN REMOVED.  THE MARK WAS RECOVERED
 FH0630'4.5 FEET SOUTHEAST OF THE FIRST POLE SOUTHEAST OF A SMALL BUILDING
 FH0630'ON THE SOUTHWEST SIDE OF THE TRACKS.
 FH0630
 FH0630                          STATION RECOVERY (1984)
 FH0630
 FH0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0630'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  0.24 KM
 FH0630'(0.15 MI) SOUTH ALONG STATE ROUTE 2 FROM THE CROSSING OF THE MIDLAND
 FH0630'VALLEY RAILROAD IN WARNER, THENCE 0.16 KM (0.1 MI) EAST ALONG AN
 FH0630'ASPHALT ROAD TO THE CROSSING OF THE MIDLAND VALLEY RAILROAD, THENCE
 FH0630'0.16 KM (0.1 MI) SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD TO THE
 FH0630'BENCH MARK ON THE RIGHT, AT THE SITE OF THE OLD RAILROAD STATION (NOW
 FH0630'REMOVED), AND 11.4 METERS (37.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 FH0630'THE RAILROAD.
 FH0630'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FH0630'THE MARK IS 0.31 M ABOVE RAILROAD.
 FH0630
 FH0630                          STATION RECOVERY (1988)
 FH0630
 FH0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0630'RECOVERED IN GOOD CONDITION.
 FH0630
 FH0630                          STATION RECOVERY (1989)
 FH0630
 FH0630'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0630'RECOVERED IN GOOD CONDITION.
 FH0630
 FH0630                          STATION RECOVERY (1990)
 FH0630
 FH0630'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0630'RECOVERED IN GOOD CONDITION.
 FH0630
 FH0630                          STATION RECOVERY (2007)
 FH0630
 FH0630'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 FH0630'FOUND IN GOOD CONDITION. MARK CENTER IS 4 INCHES EAST OF ORANGE
 FH0630'WITNESS POST. RAILS HAVE BEEN REMOVED AND CONVERTED TO WALKWAY. TO
 FH0630'REACH MARK, WALK SOUTH ON PATHWAY WHERE SECOND ST CROSSES, MARK IS ON
 FH0630'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0168 ***********************************************************************
 GG0168  DESIGNATION -  D 164
 GG0168  PID         -  GG0168
 GG0168  STATE/COUNTY-  OK/CHEROKEE
 GG0168  COUNTRY     -  US
 GG0168  USGS QUAD   -  MOODYS (2019)
 GG0168
 GG0168                         *CURRENT SURVEY CONTROL
 GG0168  ______________________________________________________________________
 GG0168* NAD 83(1986) POSITION- 36 03 51.     (N) 094 53 06.     (W)   SCALED
 GG0168* NAVD 88 ORTHO HEIGHT -   240.222 (meters)      788.13  (feet) ADJUSTED
 GG0168  ______________________________________________________________________
 GG0168  GEOID HEIGHT    -        -28.741 (meters)                     GEOID18
 GG0168  DYNAMIC HEIGHT  -        240.010 (meters)      787.43  (feet) COMP
 GG0168  MODELED GRAVITY -    979,747.9   (mgal)                       NAVD 88
 GG0168
 GG0168  VERT ORDER      -  SECOND    CLASS 0
 GG0168
 GG0168.The horizontal coordinates were scaled from a map and have
 GG0168.an estimated accuracy of +/- 6 seconds.
 GG0168
 GG0168.The orthometric height was determined by differential leveling and
 GG0168.adjusted by the NATIONAL GEODETIC SURVEY
 GG0168.in June 1991.
 GG0168
 GG0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0168.GEOID18 height accuracy estimate available here.
 GG0168
 GG0168.Click photographs - Photos may exist for this station.
 GG0168
 GG0168.The dynamic height is computed by dividing the NAVD 88
 GG0168.geopotential number by the normal gravity value computed on the
 GG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0168.degrees latitude (g = 980.6199 gals.).
 GG0168
 GG0168.The modeled gravity was interpolated from observed gravity values.
 GG0168
 GG0168;                    North         East    Units  Estimated Accuracy
 GG0168;SPC OK N     -   122,570.      880,570.      MT  (+/- 180 meters Scaled)
 GG0168
 GG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV302927(NAD 83)
 GG0168
 GG0168                          SUPERSEDED SURVEY CONTROL
 GG0168
 GG0168  NGVD 29 (??/??/92)  240.088  (m)          787.69   (f) ADJ UNCH    2 0
 GG0168
 GG0168.Superseded values are not recommended for survey control.
 GG0168
 GG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0168.See file dsdata.pdf to determine how the superseded data were derived.
 GG0168
 GG0168_MARKER: DB = BENCH MARK DISK
 GG0168_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0168_STAMPING: D 164 1934
 GG0168_MARK LOGO: CGS
 GG0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0168
 GG0168  HISTORY     - Date     Condition        Report By
 GG0168  HISTORY     - 1934     MONUMENTED       CGS
 GG0168  HISTORY     - 1960     GOOD             CGS
 GG0168
 GG0168                          STATION DESCRIPTION
 GG0168
 GG0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0168'2 MI SW FROM SCRAPER.
 GG0168'ABOUT 2 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST
 GG0168'OFFICE AT SCRAPER, CHEROKEE COUNTY, AT THE SOUTHWEST END OF A
 GG0168'SHARP CURVE AT THE SOUTH END OF A BLUFF, 450 FEET NORTHEAST OF THE
 GG0168'RIVERSIDE TOURIST CAMP AND SERVICE STATION, 200 FEET NORTHEAST
 GG0168'OF A WOODEN BRIDGE, AND 60 FEET SOUTHEAST OF THE CENTERLINE
 GG0168'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 164 1934 AND SET IN
 GG0168'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0430 ***********************************************************************
 FH0430  DESIGNATION -  D 165
 FH0430  PID         -  FH0430
 FH0430  STATE/COUNTY-  OK/ADAIR
 FH0430  COUNTRY     -  US
 FH0430  USGS QUAD   -  CHRISTIE (2019)
 FH0430
 FH0430                         *CURRENT SURVEY CONTROL
 FH0430  ______________________________________________________________________
 FH0430* NAD 83(1986) POSITION- 35 57 04.     (N) 094 41 23.     (W)   SCALED
 FH0430* NAVD 88 ORTHO HEIGHT -   254.590 (meters)      835.27  (feet) ADJUSTED
 FH0430  ______________________________________________________________________
 FH0430  GEOID HEIGHT    -        -28.700 (meters)                     GEOID18
 FH0430  DYNAMIC HEIGHT  -        254.363 (meters)      834.52  (feet) COMP
 FH0430  MODELED GRAVITY -    979,733.3   (mgal)                       NAVD 88
 FH0430
 FH0430  VERT ORDER      -  SECOND    CLASS 0
 FH0430
 FH0430.The horizontal coordinates were scaled from a map and have
 FH0430.an estimated accuracy of +/- 6 seconds.
 FH0430
 FH0430.The orthometric height was determined by differential leveling and
 FH0430.adjusted by the NATIONAL GEODETIC SURVEY
 FH0430.in June 1991.
 FH0430
 FH0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0430.GEOID18 height accuracy estimate available here.
 FH0430
 FH0430.Click photographs - Photos may exist for this station.
 FH0430
 FH0430.The dynamic height is computed by dividing the NAVD 88
 FH0430.geopotential number by the normal gravity value computed on the
 FH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0430.degrees latitude (g = 980.6199 gals.).
 FH0430
 FH0430.The modeled gravity was interpolated from observed gravity values.
 FH0430
 FH0430;                    North         East    Units  Estimated Accuracy
 FH0430;SPC OK N     -   110,620.      898,580.      MT  (+/- 180 meters Scaled)
 FH0430
 FH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV476798(NAD 83)
 FH0430
 FH0430                          SUPERSEDED SURVEY CONTROL
 FH0430
 FH0430  NGVD 29 (??/??/92)  254.443  (m)          834.79   (f) ADJ UNCH    2 0
 FH0430
 FH0430.Superseded values are not recommended for survey control.
 FH0430
 FH0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0430.See file dsdata.pdf to determine how the superseded data were derived.
 FH0430
 FH0430_MARKER: DB = BENCH MARK DISK
 FH0430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0430_STAMPING: D 165 1934
 FH0430_MARK LOGO: CGS
 FH0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0430
 FH0430  HISTORY     - Date     Condition        Report By
 FH0430  HISTORY     - 1934     MONUMENTED       CGS
 FH0430  HISTORY     - 1972     GOOD             USGS
 FH0430
 FH0430                          STATION DESCRIPTION
 FH0430
 FH0430'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0430'AT CHRISTIE.
 FH0430'AT CHRISTIE, ADAIR COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FH0430'CHRISTIE, 0.5 MI S. OF ELEMENTRY SCHOOL, NEAR 1/4 COR SECS 13
 FH0430'AND 18, T. 17 N., R. 24 AND 25 E., 19 FT N. AND 30 FT E. OF T-DRIVE
 FH0430'W.-- 2 FT E. OF N-S FENCE, 2 FT S. AND 2 FT E. OF WITNESS SIGN,
 FH0430'IN CONCRETE POST, STANDARD USC AND GS TABLET STAMPED D 165 1934
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0641 ***********************************************************************
 EK0641  DESIGNATION -  D 166
 EK0641  PID         -  EK0641
 EK0641  STATE/COUNTY-  OK/PITTSBURG
 EK0641  COUNTRY     -  US
 EK0641  USGS QUAD   -  HAYWOOD (2018)
 EK0641
 EK0641                         *CURRENT SURVEY CONTROL
 EK0641  ______________________________________________________________________
 EK0641* NAD 83(1986) POSITION- 34 54 10.     (N) 095 53 14.     (W)   SCALED
 EK0641* NAVD 88 ORTHO HEIGHT -   202.189 (meters)      663.35  (feet) ADJUSTED
 EK0641  ______________________________________________________________________
 EK0641  GEOID HEIGHT    -        -29.638 (meters)                     GEOID18
 EK0641  DYNAMIC HEIGHT  -        201.985 (meters)      662.68  (feet) COMP
 EK0641  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 EK0641
 EK0641  VERT ORDER      -  SECOND    CLASS 0
 EK0641
 EK0641.The horizontal coordinates were scaled from a map and have
 EK0641.an estimated accuracy of +/- 6 seconds.
 EK0641
 EK0641.The orthometric height was determined by differential leveling and
 EK0641.adjusted by the NATIONAL GEODETIC SURVEY
 EK0641.in June 1991.
 EK0641
 EK0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0641.GEOID18 height accuracy estimate available here.
 EK0641
 EK0641.Click photographs - Photos may exist for this station.
 EK0641
 EK0641.The dynamic height is computed by dividing the NAVD 88
 EK0641.geopotential number by the normal gravity value computed on the
 EK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0641.degrees latitude (g = 980.6199 gals.).
 EK0641
 EK0641.The modeled gravity was interpolated from observed gravity values.
 EK0641
 EK0641;                    North         East    Units  Estimated Accuracy
 EK0641;SPC OK S     -   176,110.      793,080.      MT  (+/- 180 meters Scaled)
 EK0641
 EK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU361660(NAD 83)
 EK0641
 EK0641                          SUPERSEDED SURVEY CONTROL
 EK0641
 EK0641  NGVD 29 (??/??/92)  202.076  (m)          662.98   (f) ADJ UNCH    2 0
 EK0641
 EK0641.Superseded values are not recommended for survey control.
 EK0641
 EK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0641.See file dsdata.pdf to determine how the superseded data were derived.
 EK0641
 EK0641_MARKER: DB = BENCH MARK DISK
 EK0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0641_STAMPING: D 166 1934
 EK0641_MARK LOGO: CGS
 EK0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0641+STABILITY: SURFACE MOTION
 EK0641
 EK0641  HISTORY     - Date     Condition        Report By
 EK0641  HISTORY     - 1934     MONUMENTED       CGS
 EK0641
 EK0641                          STATION DESCRIPTION
 EK0641
 EK0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0641'3.8 MI E FROM HAYWOOD.
 EK0641'3.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0641'RAILWAY FROM THE STATION AT HAYWOOD, PITTSBURG COUNTY, 83.5
 EK0641'FEET SOUTHWEST OF THE SIDING MARKER AT BOLTON, PITTSBURG COUNTY,
 EK0641'0.2 MILE EAST OF MILEPOST 374, 52 FEET SOUTH OF THE CENTER OF
 EK0641'A FARM-ROAD CROSSING, 18.4 FEET WEST OF THE WEST END OF AN
 EK0641'IRON GATE, AND 1.7 FEET NORTH OF A FENCE PARALLELING THE TRACK.
 EK0641'A STANDARD DISK, STAMPED D 166 1934 AND SET IN THE TOP OF A
 EK0641'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0397 ***********************************************************************
 EK0397  DESIGNATION -  D 167
 EK0397  PID         -  EK0397
 EK0397  STATE/COUNTY-  OK/LE FLORE
 EK0397  COUNTRY     -  US
 EK0397  USGS QUAD   -  HEAVENER (2018)
 EK0397
 EK0397                         *CURRENT SURVEY CONTROL
 EK0397  ______________________________________________________________________
 EK0397* NAD 83(1986) POSITION- 34 58 50.     (N) 094 34 31.     (W)   SCALED
 EK0397* NAVD 88 ORTHO HEIGHT -   153.413 (meters)      503.32  (feet) ADJUSTED
 EK0397  ______________________________________________________________________
 EK0397  GEOID HEIGHT    -        -31.463 (meters)                     GEOID18
 EK0397  DYNAMIC HEIGHT  -        153.256 (meters)      502.81  (feet) COMP
 EK0397  MODELED GRAVITY -    979,606.3   (mgal)                       NAVD 88
 EK0397
 EK0397  VERT ORDER      -  SECOND    CLASS 0
 EK0397
 EK0397.The horizontal coordinates were scaled from a map and have
 EK0397.an estimated accuracy of +/- 6 seconds.
 EK0397
 EK0397.The orthometric height was determined by differential leveling and
 EK0397.adjusted by the NATIONAL GEODETIC SURVEY
 EK0397.in June 1991.
 EK0397
 EK0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0397.GEOID18 height accuracy estimate available here.
 EK0397
 EK0397.Click photographs - Photos may exist for this station.
 EK0397
 EK0397.The dynamic height is computed by dividing the NAVD 88
 EK0397.geopotential number by the normal gravity value computed on the
 EK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0397.degrees latitude (g = 980.6199 gals.).
 EK0397
 EK0397.The modeled gravity was interpolated from observed gravity values.
 EK0397
 EK0397;                    North         East    Units  Estimated Accuracy
 EK0397;SPC OK S     -   188,020.      912,640.      MT  (+/- 180 meters Scaled)
 EK0397
 EK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU562720(NAD 83)
 EK0397
 EK0397                          SUPERSEDED SURVEY CONTROL
 EK0397
 EK0397  NGVD 29 (??/??/92)  153.312  (m)          502.99   (f) ADJ UNCH    2 0
 EK0397
 EK0397.Superseded values are not recommended for survey control.
 EK0397
 EK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0397.See file dsdata.pdf to determine how the superseded data were derived.
 EK0397
 EK0397_MARKER: DB = BENCH MARK DISK
 EK0397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0397_SP_SET: CULVERT HEADWALL
 EK0397_STAMPING: D 167 1934
 EK0397_MARK LOGO: CGS
 EK0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0397+STABILITY: SURFACE MOTION
 EK0397
 EK0397  HISTORY     - Date     Condition        Report By
 EK0397  HISTORY     - 1934     MONUMENTED       CGS
 EK0397  HISTORY     - 1959     GOOD             CGS
 EK0397
 EK0397                          STATION DESCRIPTION
 EK0397
 EK0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0397'3.8 MI E FROM HOWE.
 EK0397'ABOUT 3.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0397'RAILWAY FROM THE STATION AT HOWE, LE FLORE COUNTY, 57.9 EET
 EK0397'SOUTHEAST OF MILEPOST 292, ABOUT 210 FEET SOUTHWEST OF THE
 EK0397'CENTER OF A ROAD CROSSING, IN THE SOUTHEAST HEAD WALL OF A
 EK0397'CONCRETE CULVERT, 11.4 FEET SOUTHEAST OF THE CENTER LINE OF
 EK0397'THE TRACK, AND 38.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 EK0397'A STANDARD DISK, STAMPED D 167 1934.
 EK0397
 EK0397                          STATION RECOVERY (1959)
 EK0397
 EK0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0299 ***********************************************************************
 EK0299  DESIGNATION -  D 168
 EK0299  PID         -  EK0299
 EK0299  STATE/COUNTY-  OK/MCCURTAIN
 EK0299  COUNTRY     -  US
 EK0299  USGS QUAD   -  OLD GLORY MOUNTAIN (2018)
 EK0299
 EK0299                         *CURRENT SURVEY CONTROL
 EK0299  ______________________________________________________________________
 EK0299* NAD 83(1986) POSITION- 34 09 33.     (N) 094 45 10.     (W)   SCALED
 EK0299* NAVD 88 ORTHO HEIGHT -   216.600 (meters)      710.63  (feet) ADJUSTED
 EK0299  ______________________________________________________________________
 EK0299  GEOID HEIGHT    -        -28.878 (meters)                     GEOID18
 EK0299  DYNAMIC HEIGHT  -        216.376 (meters)      709.89  (feet) COMP
 EK0299  MODELED GRAVITY -    979,597.3   (mgal)                       NAVD 88
 EK0299
 EK0299  VERT ORDER      -  SECOND    CLASS 0
 EK0299
 EK0299.The horizontal coordinates were scaled from a map and have
 EK0299.an estimated accuracy of +/- 6 seconds.
 EK0299
 EK0299.The orthometric height was determined by differential leveling and
 EK0299.adjusted by the NATIONAL GEODETIC SURVEY
 EK0299.in June 1991.
 EK0299
 EK0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0299.GEOID18 height accuracy estimate available here.
 EK0299
 EK0299.Click photographs - Photos may exist for this station.
 EK0299
 EK0299.The dynamic height is computed by dividing the NAVD 88
 EK0299.geopotential number by the normal gravity value computed on the
 EK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0299.degrees latitude (g = 980.6199 gals.).
 EK0299
 EK0299.The modeled gravity was interpolated from observed gravity values.
 EK0299
 EK0299;                    North         East    Units  Estimated Accuracy
 EK0299;SPC OK S     -    96,420.      899,370.      MT  (+/- 180 meters Scaled)
 EK0299
 EK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT384811(NAD 83)
 EK0299
 EK0299                          SUPERSEDED SURVEY CONTROL
 EK0299
 EK0299  NGVD 29 (??/??/92)  216.566  (m)          710.52   (f) ADJ UNCH    2 0
 EK0299
 EK0299.Superseded values are not recommended for survey control.
 EK0299
 EK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0299.See file dsdata.pdf to determine how the superseded data were derived.
 EK0299
 EK0299_MARKER: DB = BENCH MARK DISK
 EK0299_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0299_STAMPING: D 168 1934
 EK0299_MARK LOGO: CGS
 EK0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0299
 EK0299  HISTORY     - Date     Condition        Report By
 EK0299  HISTORY     - 1934     MONUMENTED       CGS
 EK0299
 EK0299                          STATION DESCRIPTION
 EK0299
 EK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0299'9.6 MI N FROM BROKEN BOW.
 EK0299'9.6 MILES NORTH OF, ALONG ST. HWY 21 61 FEET NORTHEAST OF
 EK0299'CENTERLINE OF ST. HWY. 21, 15.7 FEET NORTHWEST OF NORTHWEST SIDE
 EK0299'OF THOMPSONS FILLING STATION, 9.6 FEET SOUTHEAST OF CENTERLINE
 EK0299'OF DRIVEWAY TO LARGE BROWN BARN, 3 FEET SOUTHEAST OF WEST FENCE
 EK0299'CORNER, 1.1 FEET SOUTHWEST OF WHITE BOARD FENCE.  TABLET SET IN
 EK0299'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0325 ***********************************************************************
 EK0325  DESIGNATION -  D 169
 EK0325  PID         -  EK0325
 EK0325  STATE/COUNTY-  OK/MCCURTAIN
 EK0325  COUNTRY     -  US
 EK0325  USGS QUAD   -  WATSON (2018)
 EK0325
 EK0325                         *CURRENT SURVEY CONTROL
 EK0325  ______________________________________________________________________
 EK0325* NAD 83(1986) POSITION- 34 25 53.     (N) 094 30 01.     (W)   SCALED
 EK0325* NAVD 88 ORTHO HEIGHT -   307.644 (meters)     1009.33  (feet) ADJUSTED
 EK0325  ______________________________________________________________________
 EK0325  GEOID HEIGHT    -        -30.169 (meters)                     GEOID18
 EK0325  DYNAMIC HEIGHT  -        307.313 (meters)     1008.24  (feet) COMP
 EK0325  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 EK0325
 EK0325  VERT ORDER      -  SECOND    CLASS 0
 EK0325
 EK0325.The horizontal coordinates were scaled from a map and have
 EK0325.an estimated accuracy of +/- 6 seconds.
 EK0325
 EK0325.The orthometric height was determined by differential leveling and
 EK0325.adjusted by the NATIONAL GEODETIC SURVEY
 EK0325.in June 1991.
 EK0325
 EK0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0325.GEOID18 height accuracy estimate available here.
 EK0325
 EK0325.Click photographs - Photos may exist for this station.
 EK0325
 EK0325.The dynamic height is computed by dividing the NAVD 88
 EK0325.geopotential number by the normal gravity value computed on the
 EK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0325.degrees latitude (g = 980.6199 gals.).
 EK0325
 EK0325.The modeled gravity was interpolated from observed gravity values.
 EK0325
 EK0325;                    North         East    Units  Estimated Accuracy
 EK0325;SPC OK S     -   127,380.      921,590.      MT  (+/- 180 meters Scaled)
 EK0325
 EK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU621110(NAD 83)
 EK0325
 EK0325                          SUPERSEDED SURVEY CONTROL
 EK0325
 EK0325  NGVD 29 (??/??/92)  307.570  (m)         1009.09   (f) ADJ UNCH    2 0
 EK0325
 EK0325.Superseded values are not recommended for survey control.
 EK0325
 EK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0325.See file dsdata.pdf to determine how the superseded data were derived.
 EK0325
 EK0325_MARKER: DB = BENCH MARK DISK
 EK0325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0325_STAMPING: D 169 1934
 EK0325_MARK LOGO: CGS
 EK0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0325
 EK0325  HISTORY     - Date     Condition        Report By
 EK0325  HISTORY     - 1934     MONUMENTED       CGS
 EK0325  HISTORY     - 1956     POOR             USGS
 EK0325
 EK0325                          STATION DESCRIPTION
 EK0325
 EK0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0325'5.5 MI W FROM COVE.
 EK0325'5.5 MILES WEST OF, ALONG ST. HWY 21 OUTSIDE OF CURVE, 102 FEET
 EK0325'SOUTHEAST OF CENTERLINE OF ST. HWY. 21, 49.2 FEET NORTHEAST OF
 EK0325'NORTHEAST CORNER OF W.V. TILLEY SMALL LOG HOUSE, 25.3 FEET EAST
 EK0325'OF CENTERLINE OF GATEWAY IN SLAT FENCE, 1.7 FT. NORTHWEST OF
 EK0325'SLAT FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0325
 EK0325                          STATION RECOVERY (1956)
 EK0325
 EK0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0325'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0460 ***********************************************************************
 GG0460  DESIGNATION -  D 17
 GG0460  PID         -  GG0460
 GG0460  STATE/COUNTY-  OK/NOWATA
 GG0460  COUNTRY     -  US
 GG0460  USGS QUAD   -  DELAWARE (2019)
 GG0460
 GG0460                         *CURRENT SURVEY CONTROL
 GG0460  ______________________________________________________________________
 GG0460* NAD 83(2011) POSITION- 36 49 05.94465(N) 095 38 33.65341(W)   ADJUSTED
 GG0460* NAD 83(2011) ELLIP HT-   197.828 (meters)        (11/01/23)   ADJUSTED
 GG0460* NAD 83(2011) EPOCH   -  2010.00
 GG0460* NAVD 88 ORTHO HEIGHT -   227.301 (meters)      745.74  (feet) ADJUSTED
 GG0460  ______________________________________________________________________
 GG0460  GEOID HEIGHT    -        -29.493 (meters)                     GEOID18
 GG0460  NAD 83(2011) X  -   -502,659.124 (meters)                     COMP
 GG0460  NAD 83(2011) Y  - -5,087,488.125 (meters)                     COMP
 GG0460  NAD 83(2011) Z  -  3,801,390.146 (meters)                     COMP
 GG0460  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 GG0460  DYNAMIC HEIGHT  -        227.115 (meters)      745.13  (feet) COMP
 GG0460  MODELED GRAVITY -    979,805.4   (mgal)                       NAVD 88
 GG0460
 GG0460  VERT ORDER      -  FIRST     CLASS II
 GG0460
 GG0460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0460  Standards:
 GG0460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0460  -------------------------------------------------------------------
 GG0460  NETWORK    0.58   1.43           0.25   0.22   0.73     -0.06132063
 GG0460  -------------------------------------------------------------------
 GG0460  Click here for local accuracies and other accuracy information.
 GG0460
 GG0460.The horizontal coordinates were established by GPS observations
 GG0460.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0460
 GG0460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0460.been affixed to the stable North American tectonic plate. See 
 GG0460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0460
 GG0460.The horizontal coordinates are valid at the epoch date displayed above
 GG0460.which is a decimal equivalence of Year/Month/Day.
 GG0460
 GG0460.The orthometric height was determined by differential leveling and
 GG0460.adjusted by the NATIONAL GEODETIC SURVEY
 GG0460.in June 1991.
 GG0460
 GG0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0460.GEOID18 height accuracy estimate available here.
 GG0460
 GG0460.Click photographs - Photos may exist for this station.
 GG0460
 GG0460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0460
 GG0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0460
 GG0460.The ellipsoidal height was determined by GPS observations
 GG0460.and is referenced to NAD 83.
 GG0460
 GG0460.The dynamic height is computed by dividing the NAVD 88
 GG0460.geopotential number by the normal gravity value computed on the
 GG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0460.degrees latitude (g = 980.6199 gals.).
 GG0460
 GG0460.The modeled gravity was interpolated from observed gravity values.
 GG0460
 GG0460. The following values were computed from the NAD 83(2011) position.
 GG0460
 GG0460;                    North         East     Units Scale Factor Converg.
 GG0460;SPC OK N     -   204,308.476   810,308.440   MT  1.00000983   +1 23 28.2
 GG0460;SPC OK N     -   670,302.06  2,658,486.94   sFT  1.00000983   +1 23 28.2
 GG0460;UTM  15      - 4,077,977.146   264,282.576   MT  1.00028456   -1 35 04.0
 GG0460
 GG0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0460!SPC OK N     -   0.99996895  x   1.00000983  =   0.99997878
 GG0460!UTM  15      -   0.99996895  x   1.00028456  =   1.00025351
 GG0460
 GG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6428277977(NAD 83)
 GG0460
 GG0460                          SUPERSEDED SURVEY CONTROL
 GG0460
 GG0460  NGVD 29 (??/??/92)  227.163  (m)          745.28   (f) ADJ UNCH    1 2
 GG0460
 GG0460.Superseded values are not recommended for survey control.
 GG0460
 GG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0460.See file dsdata.pdf to determine how the superseded data were derived.
 GG0460
 GG0460_MARKER: DB = BENCH MARK DISK
 GG0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0460_STAMPING: D 17 1933
 GG0460_MARK LOGO: CGS
 GG0460_PROJECTION: PROJECTING 13 CENTIMETERS
 GG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0460+STABILITY: SURFACE MOTION
 GG0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0460+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 GG0460
 GG0460  HISTORY     - Date     Condition        Report By
 GG0460  HISTORY     - 1933     MONUMENTED       CGS
 GG0460  HISTORY     - 20020404 GOOD             OKDOT
 GG0460  HISTORY     - 20181016 GOOD             FUGRO
 GG0460  HISTORY     - 20230725 GOOD             OKDOT
 GG0460
 GG0460                          STATION DESCRIPTION
 GG0460
 GG0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0460'2.2 MI S FROM LENAPAH.
 GG0460'ABOUT 2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 GG0460'FROM THE STATION AT LENAPAH, NOWATA COUNTY, ABOUT 14 POLES
 GG0460'NORTH OF MILEPOST 648, 46 FEET EAST OF THE EAST RAIL OF THE
 GG0460'MAIN TRACK, AND 36 FEET WEST OF THE WEST RAIL OF THE UNION
 GG0460'TRACTION CO. TRACK.  A STANDARD DISK, STAMPED D 17 1933 AND SET
 GG0460'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 GG0460'GROUND.
 GG0460
 GG0460                          STATION RECOVERY (2002)
 GG0460
 GG0460'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (JAK)
 GG0460'RECOVERED IN GOOD CONDITION.
 GG0460
 GG0460                          STATION RECOVERY (2018)
 GG0460
 GG0460'RECOVERY NOTE BY FUGRO 2018 (MRY)
 GG0460'RECOVERED IN GOOD CONDITION.
 GG0460
 GG0460                          STATION RECOVERY (2023)
 GG0460
 GG0460'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0460'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0204 ***********************************************************************
 FK0204  DESIGNATION -  D 170
 FK0204  PID         -  FK0204
 FK0204  STATE/COUNTY-  OK/CUSTER
 FK0204  COUNTRY     -  US
 FK0204  USGS QUAD   -  CLINTON (2018)
 FK0204
 FK0204                         *CURRENT SURVEY CONTROL
 FK0204  ______________________________________________________________________
 FK0204* NAD 83(1986) POSITION- 35 30 52.     (N) 098 56 25.     (W)   SCALED
 FK0204* NAVD 88 ORTHO HEIGHT -   456.792 (meters)     1498.66  (feet) ADJUSTED
 FK0204  ______________________________________________________________________
 FK0204  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 FK0204  DYNAMIC HEIGHT  -        456.335 (meters)     1497.16  (feet) COMP
 FK0204  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 FK0204
 FK0204  VERT ORDER      -  FIRST     CLASS II
 FK0204
 FK0204.The horizontal coordinates were scaled from a map and have
 FK0204.an estimated accuracy of +/- 6 seconds.
 FK0204
 FK0204.The orthometric height was determined by differential leveling and
 FK0204.adjusted by the NATIONAL GEODETIC SURVEY
 FK0204.in June 1991.
 FK0204
 FK0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0204.GEOID18 height accuracy estimate available here.
 FK0204
 FK0204.Click photographs - Photos may exist for this station.
 FK0204
 FK0204.The dynamic height is computed by dividing the NAVD 88
 FK0204.geopotential number by the normal gravity value computed on the
 FK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0204.degrees latitude (g = 980.6199 gals.).
 FK0204
 FK0204.The modeled gravity was interpolated from observed gravity values.
 FK0204
 FK0204;                    North         East    Units  Estimated Accuracy
 FK0204;SPC OK N     -    57,490.      514,710.      MT  (+/- 180 meters Scaled)
 FK0204
 FK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE054300(NAD 83)
 FK0204
 FK0204                          SUPERSEDED SURVEY CONTROL
 FK0204
 FK0204  NGVD 29 (??/??/92)  456.588  (m)         1497.99   (f) ADJ UNCH    1 2
 FK0204
 FK0204.Superseded values are not recommended for survey control.
 FK0204
 FK0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0204.See file dsdata.pdf to determine how the superseded data were derived.
 FK0204
 FK0204_MARKER: DB = BENCH MARK DISK
 FK0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0204_STAMPING: D 170 1953
 FK0204_MARK LOGO: CGS
 FK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0204+STABILITY: SURFACE MOTION
 FK0204
 FK0204  HISTORY     - Date     Condition        Report By
 FK0204  HISTORY     - 1953     MONUMENTED       CGS
 FK0204  HISTORY     - 1956     GOOD             USGS
 FK0204
 FK0204                          STATION DESCRIPTION
 FK0204
 FK0204'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FK0204'1.8 MI SE FROM CLINTON.
 FK0204'1.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0204'R.R. FROM THE STATION AT CLINTON, NEAR 1/4 COR. SECS. 13 AND 18,
 FK0204'T 12 N, R 16-17 W., 23 FT. NORTH AND 89 FT. EAST OF NORTH-SOUTH
 FK0204'SECTION LINE RD. AT THE R.R., 1.6 FT. SOUTH OF A FENCE, 2.7 FT.
 FK0204'EAST OF A WITNESS POST, 0.5 FT. LOWER THAN THE X-ING, IN A
 FK0204'CONC. POST, A USC AND GS TABLET STAMPED D-170 1953.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0009 ***********************************************************************
 FK0009  DESIGNATION -  D 171
 FK0009  PID         -  FK0009
 FK0009  STATE/COUNTY-  OK/CANADIAN
 FK0009  COUNTRY     -  US
 FK0009  USGS QUAD   -  FORT RENO SW (2018)
 FK0009
 FK0009                         *CURRENT SURVEY CONTROL
 FK0009  ______________________________________________________________________
 FK0009* NAD 83(1986) POSITION- 35 36 23.     (N) 098 07 54.     (W)   SCALED
 FK0009* NAVD 88 ORTHO HEIGHT -   418.798 (meters)     1374.01  (feet) ADJUSTED
 FK0009  ______________________________________________________________________
 FK0009  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FK0009  DYNAMIC HEIGHT  -        418.394 (meters)     1372.68  (feet) COMP
 FK0009  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 FK0009
 FK0009  VERT ORDER      -  FIRST     CLASS II
 FK0009
 FK0009.The horizontal coordinates were scaled from a map and have
 FK0009.an estimated accuracy of +/- 6 seconds.
 FK0009
 FK0009.The orthometric height was determined by differential leveling and
 FK0009.adjusted by the NATIONAL GEODETIC SURVEY
 FK0009.in June 1991.
 FK0009
 FK0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0009.GEOID18 height accuracy estimate available here.
 FK0009
 FK0009.Click photographs - Photos may exist for this station.
 FK0009
 FK0009.The dynamic height is computed by dividing the NAVD 88
 FK0009.geopotential number by the normal gravity value computed on the
 FK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0009.degrees latitude (g = 980.6199 gals.).
 FK0009
 FK0009.The modeled gravity was interpolated from observed gravity values.
 FK0009
 FK0009;                    North         East    Units  Estimated Accuracy
 FK0009;SPC OK N     -    67,290.      588,070.      MT  (+/- 180 meters Scaled)
 FK0009
 FK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE786406(NAD 83)
 FK0009
 FK0009                          SUPERSEDED SURVEY CONTROL
 FK0009
 FK0009  NGVD 29 (??/??/92)  418.619  (m)         1373.42   (f) ADJ UNCH    1 2
 FK0009
 FK0009.Superseded values are not recommended for survey control.
 FK0009
 FK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0009.See file dsdata.pdf to determine how the superseded data were derived.
 FK0009
 FK0009_MARKER: DB = BENCH MARK DISK
 FK0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0009_STAMPING: D 171 1953
 FK0009_MARK LOGO: CGS
 FK0009_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0009+STABILITY: SURFACE MOTION
 FK0009
 FK0009  HISTORY     - Date     Condition        Report By
 FK0009  HISTORY     - 1953     MONUMENTED       CGS
 FK0009
 FK0009                          STATION DESCRIPTION
 FK0009
 FK0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0009'10.9 MI E FROM GEARY.
 FK0009'10.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0009'RAILROAD FROM THE STATION AT GEARY, 0.8 MILE WEST OF THE STATION
 FK0009'AT CALUMET, 5 FEET SOUTHWEST OF MILEPOST 524, 42.4 FEET SOUTH
 FK0009'OF THE SOUTH RAIL, 44.8 FEET NORTH OF THE CENTER LINE OF A PAVED
 FK0009'ROAD, 6 FEET NORTHEAST OF A VERTICAL SECTION OF RAIL WHICH HAS
 FK0009'USBM STENCILED ON IT, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0009'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0035 ***********************************************************************
 FK0035  DESIGNATION -  D 172
 FK0035  PID         -  FK0035
 FK0035  STATE/COUNTY-  OK/CADDO
 FK0035  COUNTRY     -  US
 FK0035  USGS QUAD   -  BRIDGEPORT (2018)
 FK0035
 FK0035                         *CURRENT SURVEY CONTROL
 FK0035  ______________________________________________________________________
 FK0035* NAD 83(1986) POSITION- 35 32 58.     (N) 098 25 44.     (W)   SCALED
 FK0035* NAVD 88 ORTHO HEIGHT -   434.691 (meters)     1426.15  (feet) ADJUSTED
 FK0035  ______________________________________________________________________
 FK0035  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0035  DYNAMIC HEIGHT  -        434.261 (meters)     1424.74  (feet) COMP
 FK0035  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 FK0035
 FK0035  VERT ORDER      -  FIRST     CLASS II
 FK0035
 FK0035.The horizontal coordinates were scaled from a map and have
 FK0035.an estimated accuracy of +/- 6 seconds.
 FK0035
 FK0035.The orthometric height was determined by differential leveling and
 FK0035.adjusted by the NATIONAL GEODETIC SURVEY
 FK0035.in June 1991.
 FK0035
 FK0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0035.GEOID18 height accuracy estimate available here.
 FK0035
 FK0035.Click photographs - Photos may exist for this station.
 FK0035
 FK0035.The dynamic height is computed by dividing the NAVD 88
 FK0035.geopotential number by the normal gravity value computed on the
 FK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0035.degrees latitude (g = 980.6199 gals.).
 FK0035
 FK0035.The modeled gravity was interpolated from observed gravity values.
 FK0035
 FK0035;                    North         East    Units  Estimated Accuracy
 FK0035;SPC OK S     -   245,920.      561,110.      MT  (+/- 180 meters Scaled)
 FK0035
 FK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE517341(NAD 83)
 FK0035
 FK0035                          SUPERSEDED SURVEY CONTROL
 FK0035
 FK0035  NGVD 29 (??/??/92)  434.500  (m)         1425.52   (f) ADJ UNCH    1 2
 FK0035
 FK0035.Superseded values are not recommended for survey control.
 FK0035
 FK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0035.See file dsdata.pdf to determine how the superseded data were derived.
 FK0035
 FK0035_MARKER: DB = BENCH MARK DISK
 FK0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0035_SP_SET: BRIDGE ABUTMENT
 FK0035_STAMPING: D 172 1953
 FK0035_MARK LOGO: CGS
 FK0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0035
 FK0035  HISTORY     - Date     Condition        Report By
 FK0035  HISTORY     - 1953     MONUMENTED       CGS
 FK0035
 FK0035                          STATION DESCRIPTION
 FK0035
 FK0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0035'2.5 MI W FROM BRIDGEPORT.
 FK0035'2.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0035'RAILROAD FROM THE STATION AT BRIDGEPORT, 5.2 FEET NORTHEAST OF
 FK0035'THE NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE
 FK0035'SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 5459.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0175 ***********************************************************************
 FK0175  DESIGNATION -  D 173
 FK0175  PID         -  FK0175
 FK0175  STATE/COUNTY-  OK/CUSTER
 FK0175  COUNTRY     -  US
 FK0175  USGS QUAD   -  WEATHERFORD (2018)
 FK0175
 FK0175                         *CURRENT SURVEY CONTROL
 FK0175  ______________________________________________________________________
 FK0175* NAD 83(1986) POSITION- 35 32 43.     (N) 098 39 32.     (W)   SCALED
 FK0175* NAVD 88 ORTHO HEIGHT -   485.851 (meters)     1594.00  (feet) ADJUSTED
 FK0175  ______________________________________________________________________
 FK0175  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 FK0175  DYNAMIC HEIGHT  -        485.370 (meters)     1592.42  (feet) COMP
 FK0175  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 FK0175
 FK0175  VERT ORDER      -  FIRST     CLASS II
 FK0175
 FK0175.This mark is at Thomas P Stafford Airport (F91)
 FK0175
 FK0175.The horizontal coordinates were scaled from a map and have
 FK0175.an estimated accuracy of +/- 6 seconds.
 FK0175
 FK0175.The orthometric height was determined by differential leveling and
 FK0175.adjusted by the NATIONAL GEODETIC SURVEY
 FK0175.in June 1991.
 FK0175
 FK0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0175.GEOID18 height accuracy estimate available here.
 FK0175
 FK0175.Click photographs - Photos may exist for this station.
 FK0175
 FK0175.The dynamic height is computed by dividing the NAVD 88
 FK0175.geopotential number by the normal gravity value computed on the
 FK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0175.degrees latitude (g = 980.6199 gals.).
 FK0175
 FK0175.The modeled gravity was interpolated from observed gravity values.
 FK0175
 FK0175;                    North         East    Units  Estimated Accuracy
 FK0175;SPC OK N     -    60,700.      540,250.      MT  (+/- 180 meters Scaled)
 FK0175
 FK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE309335(NAD 83)
 FK0175
 FK0175                          SUPERSEDED SURVEY CONTROL
 FK0175
 FK0175  NGVD 29 (??/??/92)  485.648  (m)         1593.33   (f) ADJ UNCH    1 2
 FK0175
 FK0175.Superseded values are not recommended for survey control.
 FK0175
 FK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0175.See file dsdata.pdf to determine how the superseded data were derived.
 FK0175
 FK0175_MARKER: DB = BENCH MARK DISK
 FK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0175_STAMPING: D 173 1953
 FK0175_MARK LOGO: CGS
 FK0175_PROJECTION: PROJECTING 6 CENTIMETERS
 FK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0175+STABILITY: SURFACE MOTION
 FK0175
 FK0175  HISTORY     - Date     Condition        Report By
 FK0175  HISTORY     - 1953     MONUMENTED       CGS
 FK0175  HISTORY     - 1955     GOOD             CGS
 FK0175  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0175
 FK0175                          STATION DESCRIPTION
 FK0175
 FK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0175'4.1 MI NE FROM WEATHERFORD.
 FK0175'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0175'FROM THE STATION AT WEATHERFORD, THENCE 0.6 MILE NORTH ALONG
 FK0175'A DIRT TRACK ROAD, THENCE 0.6 MILE NORTH ALONG AN OILED ROAD,
 FK0175'AT THE WEATHERFORD MUNICIPAL AIRPORT WHICH HAS BEEN ABANDONED
 FK0175'AND IS NOW UNDER CULTIVATION, 83 FEET SOUTHWEST OF THE CENTER
 FK0175'OF THE ENTRANCE TO THE ABANDONED AIRPORT, 10 FEET NORTHWEST
 FK0175'OF THE NORTHEAST CORNER OF AN OLD HANGAR, 3 FEET SOUTHEAST OF A
 FK0175'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0175'0.2 FOOT ABOVE THE GROUND.
 FK0175
 FK0175                          STATION RECOVERY (1984)
 FK0175
 FK0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0308 ***********************************************************************
 FK0308  DESIGNATION -  D 174
 FK0308  PID         -  FK0308
 FK0308  STATE/COUNTY-  OK/CUSTER
 FK0308  COUNTRY     -  US
 FK0308  USGS QUAD   -  FOSS (2018)
 FK0308
 FK0308                         *CURRENT SURVEY CONTROL
 FK0308  ______________________________________________________________________
 FK0308* NAD 83(1986) POSITION- 35 28 20.     (N) 099 07 59.     (W)   SCALED
 FK0308* NAVD 88 ORTHO HEIGHT -   484.400 (meters)     1589.24  (feet) ADJUSTED
 FK0308  ______________________________________________________________________
 FK0308  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 FK0308  DYNAMIC HEIGHT  -        483.905 (meters)     1587.61  (feet) COMP
 FK0308  MODELED GRAVITY -    979,597.7   (mgal)                       NAVD 88
 FK0308
 FK0308  VERT ORDER      -  FIRST     CLASS II
 FK0308
 FK0308.The horizontal coordinates were scaled from a map and have
 FK0308.an estimated accuracy of +/- 6 seconds.
 FK0308
 FK0308.The orthometric height was determined by differential leveling and
 FK0308.adjusted by the NATIONAL GEODETIC SURVEY
 FK0308.in June 1991.
 FK0308
 FK0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0308.GEOID18 height accuracy estimate available here.
 FK0308
 FK0308.Click photographs - Photos may exist for this station.
 FK0308
 FK0308.The dynamic height is computed by dividing the NAVD 88
 FK0308.geopotential number by the normal gravity value computed on the
 FK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0308.degrees latitude (g = 980.6199 gals.).
 FK0308
 FK0308.The modeled gravity was interpolated from observed gravity values.
 FK0308
 FK0308;                    North         East    Units  Estimated Accuracy
 FK0308;SPC OK N     -    53,000.      497,160.      MT  (+/- 180 meters Scaled)
 FK0308
 FK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME879254(NAD 83)
 FK0308
 FK0308                          SUPERSEDED SURVEY CONTROL
 FK0308
 FK0308  NGVD 29 (??/??/92)  484.178  (m)         1588.51   (f) ADJ UNCH    1 2
 FK0308
 FK0308.Superseded values are not recommended for survey control.
 FK0308
 FK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0308.See file dsdata.pdf to determine how the superseded data were derived.
 FK0308
 FK0308_MARKER: DB = BENCH MARK DISK
 FK0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0308_STAMPING: D 174 1953
 FK0308_MARK LOGO: CGS
 FK0308_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0308+STABILITY: SURFACE MOTION
 FK0308
 FK0308  HISTORY     - Date     Condition        Report By
 FK0308  HISTORY     - 1953     MONUMENTED       CGS
 FK0308
 FK0308                          STATION DESCRIPTION
 FK0308
 FK0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0308'2.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0308'RAILROAD FROM THE STATION AT FOSS, 25 FEET NORTHEAST OF MILEPOST
 FK0308'592, 2 1/2 RAILS NORTHEAST OF A GRAVELED ROAD CROSSING, 44.6
 FK0308'FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST OF A
 FK0308'FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, 4 FEET BELOW
 FK0308'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0308'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0410 ***********************************************************************
 FK0410  DESIGNATION -  D 176
 FK0410  PID         -  FK0410
 FK0410  STATE/COUNTY-  OK/BECKHAM
 FK0410  COUNTRY     -  US
 FK0410  USGS QUAD   -  SAYRE (2018)
 FK0410
 FK0410                         *CURRENT SURVEY CONTROL
 FK0410  ______________________________________________________________________
 FK0410* NAD 83(1986) POSITION- 35 16 43.     (N) 099 39 48.     (W)   SCALED
 FK0410* NAVD 88 ORTHO HEIGHT -   552.297 (meters)     1811.99  (feet) ADJUSTED
 FK0410  ______________________________________________________________________
 FK0410  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 FK0410  DYNAMIC HEIGHT  -        551.727 (meters)     1810.12  (feet) COMP
 FK0410  MODELED GRAVITY -    979,584.3   (mgal)                       NAVD 88
 FK0410
 FK0410  VERT ORDER      -  FIRST     CLASS II
 FK0410
 FK0410.The horizontal coordinates were scaled from a map and have
 FK0410.an estimated accuracy of +/- 6 seconds.
 FK0410
 FK0410.The orthometric height was determined by differential leveling and
 FK0410.adjusted by the NATIONAL GEODETIC SURVEY
 FK0410.in June 1991.
 FK0410
 FK0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0410.GEOID18 height accuracy estimate available here.
 FK0410
 FK0410.Click photographs - Photos may exist for this station.
 FK0410
 FK0410.The dynamic height is computed by dividing the NAVD 88
 FK0410.geopotential number by the normal gravity value computed on the
 FK0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0410.degrees latitude (g = 980.6199 gals.).
 FK0410
 FK0410.The modeled gravity was interpolated from observed gravity values.
 FK0410
 FK0410;                    North         East    Units  Estimated Accuracy
 FK0410;SPC OK S     -   217,030.      448,680.      MT  (+/- 180 meters Scaled)
 FK0410
 FK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME396041(NAD 83)
 FK0410
 FK0410                          SUPERSEDED SURVEY CONTROL
 FK0410
 FK0410  NGVD 29 (??/??/92)  552.073  (m)         1811.26   (f) ADJ UNCH    1 2
 FK0410
 FK0410.Superseded values are not recommended for survey control.
 FK0410
 FK0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0410.See file dsdata.pdf to determine how the superseded data were derived.
 FK0410
 FK0410_MARKER: DB = BENCH MARK DISK
 FK0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0410_SP_SET: BRIDGE ABUTMENT
 FK0410_STAMPING: D 176 1953
 FK0410_MARK LOGO: CGS
 FK0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0410
 FK0410  HISTORY     - Date     Condition        Report By
 FK0410  HISTORY     - 1953     MONUMENTED       CGS
 FK0410
 FK0410                          STATION DESCRIPTION
 FK0410
 FK0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0410'1.8 MI SW FROM SAYRE.
 FK0410'1.8 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0410'RAILROAD FROM THE STATION AT SAYRE, 60 FEET WEST OF THE WEST
 FK0410'RAIL, 5.6 FEET BELOW THE TOP OF THE RAILS.  SET IN THE TOP OF
 FK0410'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 6282
 FK0410'OVER THE NORTH FORK OF THE RED RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0438 ***********************************************************************
 FK0438  DESIGNATION -  D 177
 FK0438  PID         -  FK0438
 FK0438  STATE/COUNTY-  OK/BECKHAM
 FK0438  COUNTRY     -  US
 FK0438  USGS QUAD   -  TEXOLA (2018)
 FK0438
 FK0438                         *CURRENT SURVEY CONTROL
 FK0438  ______________________________________________________________________
 FK0438* NAD 83(1986) POSITION- 35 13 14.     (N) 099 58 59.     (W)   SCALED
 FK0438* NAVD 88 ORTHO HEIGHT -   649.598 (meters)     2131.22  (feet) ADJUSTED
 FK0438  ______________________________________________________________________
 FK0438  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 FK0438  DYNAMIC HEIGHT  -        648.939 (meters)     2129.06  (feet) COMP
 FK0438  MODELED GRAVITY -    979,596.7   (mgal)                       NAVD 88
 FK0438
 FK0438  VERT ORDER      -  FIRST     CLASS II
 FK0438
 FK0438.The horizontal coordinates were scaled from a map and have
 FK0438.an estimated accuracy of +/- 6 seconds.
 FK0438
 FK0438.The orthometric height was determined by differential leveling and
 FK0438.adjusted by the NATIONAL GEODETIC SURVEY
 FK0438.in June 1991.
 FK0438
 FK0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0438.GEOID18 height accuracy estimate available here.
 FK0438
 FK0438.Click photographs - Photos may exist for this station.
 FK0438
 FK0438.The dynamic height is computed by dividing the NAVD 88
 FK0438.geopotential number by the normal gravity value computed on the
 FK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0438.degrees latitude (g = 980.6199 gals.).
 FK0438
 FK0438.The modeled gravity was interpolated from observed gravity values.
 FK0438
 FK0438;                    North         East    Units  Estimated Accuracy
 FK0438;SPC OK S     -   211,120.      419,470.      MT  (+/- 180 meters Scaled)
 FK0438
 FK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD105979(NAD 83)
 FK0438
 FK0438                          SUPERSEDED SURVEY CONTROL
 FK0438
 FK0438  NGVD 29 (??/??/92)  649.360  (m)         2130.44   (f) ADJ UNCH    1 2
 FK0438
 FK0438.Superseded values are not recommended for survey control.
 FK0438
 FK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0438.See file dsdata.pdf to determine how the superseded data were derived.
 FK0438
 FK0438_MARKER: DB = BENCH MARK DISK
 FK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0438_STAMPING: D 177 1953
 FK0438_MARK LOGO: CGS
 FK0438_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0438+STABILITY: SURFACE MOTION
 FK0438
 FK0438  HISTORY     - Date     Condition        Report By
 FK0438  HISTORY     - 1953     MONUMENTED       CGS
 FK0438  HISTORY     - 19870710 MARK NOT FOUND   USPSQD
 FK0438
 FK0438                          STATION DESCRIPTION
 FK0438
 FK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0438'0.6 MI E FROM TEXOLA.
 FK0438'0.65 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0438'RAILROAD FROM THE STATION AT TEXOLA, 128 FEET SOUTHEAST OF
 FK0438'MILEPOST 648, 79 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING,
 FK0438'45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET NORTHWEST OF A
 FK0438'FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, 4 FEET BELOW THE
 FK0438'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0438'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0438
 FK0438                          STATION RECOVERY (1987)
 FK0438
 FK0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0510 ***********************************************************************
 GH0510  DESIGNATION -  D 180
 GH0510  PID         -  GH0510
 GH0510  STATE/COUNTY-  OK/GRANT
 GH0510  COUNTRY     -  US
 GH0510  USGS QUAD   -  WAKITA SE (2018)
 GH0510
 GH0510                         *CURRENT SURVEY CONTROL
 GH0510  ______________________________________________________________________
 GH0510* NAD 83(1986) POSITION- 36 50 19.     (N) 097 47 59.     (W)   SCALED
 GH0510* NAVD 88 ORTHO HEIGHT -   330.940 (meters)     1085.76  (feet) ADJUSTED
 GH0510  ______________________________________________________________________
 GH0510  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 GH0510  DYNAMIC HEIGHT  -        330.664 (meters)     1084.85  (feet) COMP
 GH0510  MODELED GRAVITY -    979,788.5   (mgal)                       NAVD 88
 GH0510
 GH0510  VERT ORDER      -  FIRST     CLASS II
 GH0510
 GH0510.The horizontal coordinates were scaled from a map and have
 GH0510.an estimated accuracy of +/- 6 seconds.
 GH0510
 GH0510.The orthometric height was determined by differential leveling and
 GH0510.adjusted by the NATIONAL GEODETIC SURVEY
 GH0510.in June 1991.
 GH0510
 GH0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0510.GEOID18 height accuracy estimate available here.
 GH0510
 GH0510.Click photographs - Photos may exist for this station.
 GH0510
 GH0510.The dynamic height is computed by dividing the NAVD 88
 GH0510.geopotential number by the normal gravity value computed on the
 GH0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0510.degrees latitude (g = 980.6199 gals.).
 GH0510
 GH0510.The modeled gravity was interpolated from observed gravity values.
 GH0510
 GH0510;                    North         East    Units  Estimated Accuracy
 GH0510;SPC OK N     -   204,030.      617,870.      MT  (+/- 180 meters Scaled)
 GH0510
 GH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF070776(NAD 83)
 GH0510
 GH0510                          SUPERSEDED SURVEY CONTROL
 GH0510
 GH0510  NGVD 29 (??/??/92)  330.823  (m)         1085.38   (f) ADJ UNCH    1 2
 GH0510
 GH0510.Superseded values are not recommended for survey control.
 GH0510
 GH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0510.See file dsdata.pdf to determine how the superseded data were derived.
 GH0510
 GH0510_MARKER: DB = BENCH MARK DISK
 GH0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0510_STAMPING: D 180 1953
 GH0510_MARK LOGO: CGS
 GH0510_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0510+STABILITY: SURFACE MOTION
 GH0510
 GH0510  HISTORY     - Date     Condition        Report By
 GH0510  HISTORY     - 1953     MONUMENTED       CGS
 GH0510  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0510
 GH0510                          STATION DESCRIPTION
 GH0510
 GH0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0510'1.2 MI SE FROM CLYDE.
 GH0510'1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0510'RAILROAD FROM THE STATION SIGN AT CLYDE, 4 POLES SOUTHEAST OF
 GH0510'MILEPOST 98, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET
 GH0510'NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 2
 GH0510'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0510'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0510
 GH0510                          STATION RECOVERY (1985)
 GH0510
 GH0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0510'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0286 ***********************************************************************
 GH0286  DESIGNATION -  D 181
 GH0286  PID         -  GH0286
 GH0286  STATE/COUNTY-  OK/KAY
 GH0286  COUNTRY     -  US
 GH0286  USGS QUAD   -  KILDARE (2018)
 GH0286
 GH0286                         *CURRENT SURVEY CONTROL
 GH0286  ______________________________________________________________________
 GH0286* NAD 83(1986) POSITION- 36 47 44.     (N) 097 03 10.     (W)   SCALED
 GH0286* NAVD 88 ORTHO HEIGHT -   333.837 (meters)     1095.26  (feet) ADJUSTED
 GH0286  ______________________________________________________________________
 GH0286  GEOID HEIGHT    -        -28.954 (meters)                     GEOID18
 GH0286  DYNAMIC HEIGHT  -        333.550 (meters)     1094.32  (feet) COMP
 GH0286  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 GH0286
 GH0286  VERT ORDER      -  SECOND    CLASS 0
 GH0286
 GH0286.The horizontal coordinates were scaled from a map and have
 GH0286.an estimated accuracy of +/- 6 seconds.
 GH0286
 GH0286.The orthometric height was determined by differential leveling and
 GH0286.adjusted by the NATIONAL GEODETIC SURVEY
 GH0286.in June 1991.
 GH0286
 GH0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0286.GEOID18 height accuracy estimate available here.
 GH0286
 GH0286.Click photographs - Photos may exist for this station.
 GH0286
 GH0286.The dynamic height is computed by dividing the NAVD 88
 GH0286.geopotential number by the normal gravity value computed on the
 GH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0286.degrees latitude (g = 980.6199 gals.).
 GH0286
 GH0286.The modeled gravity was interpolated from observed gravity values.
 GH0286
 GH0286;                    North         East    Units  Estimated Accuracy
 GH0286;SPC OK N     -   199,640.      684,540.      MT  (+/- 180 meters Scaled)
 GH0286
 GH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF737739(NAD 83)
 GH0286
 GH0286                          SUPERSEDED SURVEY CONTROL
 GH0286
 GH0286  NGVD 29 (??/??/92)  333.704  (m)         1094.83   (f) ADJ UNCH    2 0
 GH0286
 GH0286.Superseded values are not recommended for survey control.
 GH0286
 GH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0286.See file dsdata.pdf to determine how the superseded data were derived.
 GH0286
 GH0286_MARKER: DB = BENCH MARK DISK
 GH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0286_STAMPING: D 181 1953
 GH0286_MARK LOGO: CGS
 GH0286_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0286+STABILITY: SURFACE MOTION
 GH0286
 GH0286  HISTORY     - Date     Condition        Report By
 GH0286  HISTORY     - 1953     MONUMENTED       CGS
 GH0286
 GH0286                          STATION DESCRIPTION
 GH0286
 GH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0286'1.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0286'FROM THE STATION SIGN AT KILDARE, 2 POLES SOUTH OF A ROAD
 GH0286'CROSSING, 4 POLES SOUTH OF MILEPOST 282, 53 FEET EAST OF THE EAST
 GH0286'RAIL, 6 FEET EAST OF A FENCE, 3.6 FEET SOUTHEAST OF A WITNESS
 GH0286'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 GH0286'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0242 ***********************************************************************
 GH0242  DESIGNATION -  D 182
 GH0242  PID         -  GH0242
 GH0242  STATE/COUNTY-  OK/KAY
 GH0242  COUNTRY     -  US
 GH0242  USGS QUAD   -  KILDARE (2018)
 GH0242
 GH0242                         *CURRENT SURVEY CONTROL
 GH0242  ______________________________________________________________________
 GH0242* NAD 83(1986) POSITION- 36 51 52.     (N) 097 01 26.     (W)   SCALED
 GH0242* NAVD 88 ORTHO HEIGHT -   346.576 (meters)     1137.06  (feet) ADJUSTED
 GH0242  ______________________________________________________________________
 GH0242  GEOID HEIGHT    -        -29.012 (meters)                     GEOID18
 GH0242  DYNAMIC HEIGHT  -        346.280 (meters)     1136.09  (feet) COMP
 GH0242  MODELED GRAVITY -    979,766.8   (mgal)                       NAVD 88
 GH0242
 GH0242  VERT ORDER      -  SECOND    CLASS 0
 GH0242
 GH0242.The horizontal coordinates were scaled from a map and have
 GH0242.an estimated accuracy of +/- 6 seconds.
 GH0242
 GH0242.The orthometric height was determined by differential leveling and
 GH0242.adjusted by the NATIONAL GEODETIC SURVEY
 GH0242.in June 1991.
 GH0242
 GH0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0242.GEOID18 height accuracy estimate available here.
 GH0242
 GH0242.Click photographs - Photos may exist for this station.
 GH0242
 GH0242.The dynamic height is computed by dividing the NAVD 88
 GH0242.geopotential number by the normal gravity value computed on the
 GH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0242.degrees latitude (g = 980.6199 gals.).
 GH0242
 GH0242.The modeled gravity was interpolated from observed gravity values.
 GH0242
 GH0242;                    North         East    Units  Estimated Accuracy
 GH0242;SPC OK N     -   207,310.      687,040.      MT  (+/- 180 meters Scaled)
 GH0242
 GH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF761816(NAD 83)
 GH0242
 GH0242                          SUPERSEDED SURVEY CONTROL
 GH0242
 GH0242  NGVD 29 (??/??/92)  346.450  (m)         1136.64   (f) ADJ UNCH    2 0
 GH0242
 GH0242.Superseded values are not recommended for survey control.
 GH0242
 GH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0242.See file dsdata.pdf to determine how the superseded data were derived.
 GH0242
 GH0242_MARKER: DB = BENCH MARK DISK
 GH0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0242_STAMPING: D 182 1953
 GH0242_MARK LOGO: CGS
 GH0242_PROJECTION: PROJECTING
 GH0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0242+STABILITY: SURFACE MOTION
 GH0242
 GH0242  HISTORY     - Date     Condition        Report By
 GH0242  HISTORY     - 1953     MONUMENTED       CGS
 GH0242
 GH0242                          STATION DESCRIPTION
 GH0242
 GH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0242'2.8 MI SE FROM NEWKIRK.
 GH0242'1.3 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT NEWKIRK,
 GH0242'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.4 MILE
 GH0242'SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE SOUTHEAST ACROSS
 GH0242'THE NEWKIRK MUNICIPAL COUNTRY CLUB AND AIRPORT, 4.8 FEET EAST OF
 GH0242'AN OLD WIND SOCK POLE, 9.3 FEET WEST OF A 6 INCH ELM TREE, SET IN
 GH0242'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 GH0242'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0401 ***********************************************************************
 GH0401  DESIGNATION -  D 183
 GH0401  PID         -  GH0401
 GH0401  STATE/COUNTY-  OK/GARFIELD
 GH0401  COUNTRY     -  US
 GH0401  USGS QUAD   -  WAUKOMIS (2018)
 GH0401
 GH0401                         *CURRENT SURVEY CONTROL
 GH0401  ______________________________________________________________________
 GH0401* NAD 83(1986) POSITION- 36 18 21.     (N) 097 53 44.     (W)   SCALED
 GH0401* NAVD 88 ORTHO HEIGHT -   364.151 (meters)     1194.72  (feet) ADJUSTED
 GH0401  ______________________________________________________________________
 GH0401  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 GH0401  DYNAMIC HEIGHT  -        363.828 (meters)     1193.66  (feet) COMP
 GH0401  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 GH0401
 GH0401  VERT ORDER      -  FIRST     CLASS II
 GH0401
 GH0401.The horizontal coordinates were scaled from a map and have
 GH0401.an estimated accuracy of +/- 6 seconds.
 GH0401
 GH0401.The orthometric height was determined by differential leveling and
 GH0401.adjusted by the NATIONAL GEODETIC SURVEY
 GH0401.in June 1991.
 GH0401
 GH0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0401.GEOID18 height accuracy estimate available here.
 GH0401
 GH0401.Click photographs - Photos may exist for this station.
 GH0401
 GH0401.The dynamic height is computed by dividing the NAVD 88
 GH0401.geopotential number by the normal gravity value computed on the
 GH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0401.degrees latitude (g = 980.6199 gals.).
 GH0401
 GH0401.The modeled gravity was interpolated from observed gravity values.
 GH0401
 GH0401;                    North         East    Units  Estimated Accuracy
 GH0401;SPC OK N     -   144,890.      609,380.      MT  (+/- 180 meters Scaled)
 GH0401
 GH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF991184(NAD 83)
 GH0401
 GH0401                          SUPERSEDED SURVEY CONTROL
 GH0401
 GH0401  NGVD 29 (??/??/92)  364.006  (m)         1194.24   (f) ADJ UNCH    1 2
 GH0401
 GH0401.Superseded values are not recommended for survey control.
 GH0401
 GH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0401.See file dsdata.pdf to determine how the superseded data were derived.
 GH0401
 GH0401_MARKER: DB = BENCH MARK DISK
 GH0401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH0401_SP_SET: BRIDGE ABUTMENT
 GH0401_STAMPING: D 183 1953
 GH0401_MARK LOGO: CGS
 GH0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0401
 GH0401  HISTORY     - Date     Condition        Report By
 GH0401  HISTORY     - 1953     MONUMENTED       CGS
 GH0401  HISTORY     - 1985     GOOD             NGS
 GH0401
 GH0401                          STATION DESCRIPTION
 GH0401
 GH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0401'1.7 MI N FROM WAUKOMIS.
 GH0401'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0401'RAILROAD FROM THE STATION AT WAUKOMIS, 6 1/2 POLES NORTH OF
 GH0401'MILEPOST 348, 16 FEET WEST OF THE WEST RAIL, 6 FEET BELOW THE
 GH0401'TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE WEST
 GH0401'HEADWALL OF A CONCRETE BRIDGE OVER A CREEK.
 GH0401
 GH0401                          STATION RECOVERY (1985)
 GH0401
 GH0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0467 ***********************************************************************
 GH0467  DESIGNATION -  D 184
 GH0467  PID         -  GH0467
 GH0467  STATE/COUNTY-  OK/GARFIELD
 GH0467  COUNTRY     -  US
 GH0467  USGS QUAD   -  ENID WEST (2018)
 GH0467
 GH0467                         *CURRENT SURVEY CONTROL
 GH0467  ______________________________________________________________________
 GH0467* NAD 83(1986) POSITION- 36 27 36.29   (N) 097 58 48.87   (W)   HD_HELD1
 GH0467* NAVD 88 ORTHO HEIGHT -   413.914 (meters)     1357.98  (feet) ADJUSTED
 GH0467  ______________________________________________________________________
 GH0467  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 GH0467  DYNAMIC HEIGHT  -        413.549 (meters)     1356.79  (feet) COMP
 GH0467  MODELED GRAVITY -    979,739.3   (mgal)                       NAVD 88
 GH0467
 GH0467  VERT ORDER      -  FIRST     CLASS II
 GH0467
 GH0467.The horizontal coordinates were determined by differentially corrected
 GH0467.hand held GPS observations or other comparable positioning techniques
 GH0467.and have an estimated accuracy of +/- 3 meters.
 GH0467
 GH0467.The orthometric height was determined by differential leveling and
 GH0467.adjusted by the NATIONAL GEODETIC SURVEY
 GH0467.in June 1991.
 GH0467
 GH0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0467.GEOID18 height accuracy estimate available here.
 GH0467
 GH0467.Click photographs - Photos may exist for this station.
 GH0467
 GH0467.The dynamic height is computed by dividing the NAVD 88
 GH0467.geopotential number by the normal gravity value computed on the
 GH0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0467.degrees latitude (g = 980.6199 gals.).
 GH0467
 GH0467.The modeled gravity was interpolated from observed gravity values.
 GH0467
 GH0467;                    North         East    Units  Estimated Accuracy
 GH0467;SPC OK N     -   162,002.2     601,771.0     MT  (+/- 3 meters HH1 GPS) 
 GH0467
 GH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9137335463(NAD 83)
 GH0467
 GH0467                          SUPERSEDED SURVEY CONTROL
 GH0467
 GH0467  NGVD 29 (??/??/92)  413.770  (m)         1357.51   (f) ADJ UNCH    1 2
 GH0467
 GH0467.Superseded values are not recommended for survey control.
 GH0467
 GH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0467.See file dsdata.pdf to determine how the superseded data were derived.
 GH0467
 GH0467_MARKER: DB = BENCH MARK DISK
 GH0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0467_STAMPING: D 184 1953
 GH0467_MARK LOGO: CGS
 GH0467_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0467+STABILITY: SURFACE MOTION
 GH0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0467+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2018
 GH0467
 GH0467  HISTORY     - Date     Condition        Report By
 GH0467  HISTORY     - 1953     MONUMENTED       CGS
 GH0467  HISTORY     - 20180321 GOOD             OKDOT
 GH0467
 GH0467                          STATION DESCRIPTION
 GH0467
 GH0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0467'2.6 MI SE FROM CARRIER.
 GH0467'2.6 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0467'RAILROAD FROM THE STATION AT CARRIER, 99 FEET WEST OF THE
 GH0467'CENTER OF A ROAD CROSSING, 42 FEET SOUTHWEST OF THE SOUTHWEST
 GH0467'RAIL, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET NORTHEAST
 GH0467'OF A FENCE, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 GH0467'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0467
 GH0467                          STATION RECOVERY (2018)
 GH0467
 GH0467'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0467'THE TELEPHONE POLE AND FENCE NO LONGER EXIST.  THE WITNESS POST IS NOW
 GH0467'LOCATED DIRECTLY SOUTH OF THE CONCRETE POST.  THE CONCRETE POST IS NOW
 GH0467'0.5 FT (15 CM) BELOW THE SURFACE OF A DIRT MOUND, NORTH OF A
 GH0467'CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0557 ***********************************************************************
 FJ0557  DESIGNATION -  D 185
 FJ0557  PID         -  FJ0557
 FJ0557  STATE/COUNTY-  OK/KINGFISHER
 FJ0557  COUNTRY     -  US
 FJ0557  USGS QUAD   -  OKARCHE (2018)
 FJ0557
 FJ0557                         *CURRENT SURVEY CONTROL
 FJ0557  ______________________________________________________________________
 FJ0557* NAD 83(1986) POSITION- 35 44 39.18   (N) 097 57 58.59   (W)   HD_HELD1
 FJ0557* NAVD 88 ORTHO HEIGHT -   361.031 (meters)     1184.48  (feet) ADJUSTED
 FJ0557  ______________________________________________________________________
 FJ0557  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 FJ0557  DYNAMIC HEIGHT  -        360.695 (meters)     1183.38  (feet) COMP
 FJ0557  MODELED GRAVITY -    979,692.6   (mgal)                       NAVD 88
 FJ0557
 FJ0557  VERT ORDER      -  FIRST     CLASS II
 FJ0557
 FJ0557.The horizontal coordinates were determined by differentially corrected
 FJ0557.hand held GPS observations or other comparable positioning techniques
 FJ0557.and have an estimated accuracy of +/- 3 meters.
 FJ0557
 FJ0557.The orthometric height was determined by differential leveling and
 FJ0557.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0557.in June 1991.
 FJ0557
 FJ0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0557.GEOID18 height accuracy estimate available here.
 FJ0557
 FJ0557.Click photographs - Photos may exist for this station.
 FJ0557
 FJ0557.The dynamic height is computed by dividing the NAVD 88
 FJ0557.geopotential number by the normal gravity value computed on the
 FJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0557.degrees latitude (g = 980.6199 gals.).
 FJ0557
 FJ0557.The modeled gravity was interpolated from observed gravity values.
 FJ0557
 FJ0557;                    North         East    Units  Estimated Accuracy
 FJ0557;SPC OK N     -    82,573.4     603,050.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0557
 FJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9346856071(NAD 83)
 FJ0557
 FJ0557                          SUPERSEDED SURVEY CONTROL
 FJ0557
 FJ0557  NGVD 29 (??/??/92)  360.894  (m)         1184.03   (f) SUPERSEDED  1 2
 FJ0557  NGVD 29 (04/22/92)  360.874  (m)         1183.97   (f) ADJUSTED    1 2
 FJ0557
 FJ0557.Superseded values are not recommended for survey control.
 FJ0557
 FJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0557.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0557
 FJ0557_MARKER: DB = BENCH MARK DISK
 FJ0557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0557_SP_SET: BOX CULVERT HEADWALL
 FJ0557_STAMPING: D 185 1953
 FJ0557_MARK LOGO: CGS
 FJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0557+STABILITY: SURFACE MOTION
 FJ0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0557+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 FJ0557
 FJ0557  HISTORY     - Date     Condition        Report By
 FJ0557  HISTORY     - 1953     MONUMENTED       CGS
 FJ0557  HISTORY     - 1985     GOOD             NGS
 FJ0557  HISTORY     - 20191212 GOOD             OKDOT
 FJ0557
 FJ0557                          STATION DESCRIPTION
 FJ0557
 FJ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0557'1.4 MI N FROM OKARCHE.
 FJ0557'1.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0557'RAILROAD FROM THE STATION AT OKARCHE, 2 POLES SOUTH OF MILEPOST
 FJ0557'387, 132 FEET WEST OF THE WEST RAIL, 17 FEET EAST OF THE CENTER
 FJ0557'LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE NORTH END OF THE
 FJ0557'EAST HEADWALL OF A CONCRETE CULVERT.
 FJ0557
 FJ0557                          STATION RECOVERY (1985)
 FJ0557
 FJ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0557'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.33 KM (1.45
 FJ0557'MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF OKLAHOMA AVENUE AT
 FJ0557'OKARCHE, IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 FJ0557'BOX CULVERT, 2 POLES SOUTH OF RAILROAD MILEPOLE 387 ON THE CHICAGO,
 FJ0557'ROCK ISLAND AND PACIFIC RAILROAD, 5.2 METERS (17 FT) EAST OF THE
 FJ0557'CENTER OF THE NORTH BOUND LANES AND 40.2 METERS (132 FT) WEST OF THE
 FJ0557'WEST RAIL.
 FJ0557'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 FJ0557
 FJ0557                          STATION RECOVERY (2019)
 FJ0557
 FJ0557'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (DM)
 FJ0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0468 ***********************************************************************
 FJ0468  DESIGNATION -  D 186
 FJ0468  PID         -  FJ0468
 FJ0468  STATE/COUNTY-  OK/CANADIAN
 FJ0468  COUNTRY     -  US
 FJ0468  USGS QUAD   -  UNION CITY (2018)
 FJ0468
 FJ0468                         *CURRENT SURVEY CONTROL
 FJ0468  ______________________________________________________________________
 FJ0468* NAD 83(1986) POSITION- 35 27 54.     (N) 097 57 01.     (W)   SCALED
 FJ0468* NAVD 88 ORTHO HEIGHT -   415.577 (meters)     1363.44  (feet) ADJUSTED
 FJ0468  ______________________________________________________________________
 FJ0468  GEOID HEIGHT    -        -27.055 (meters)                     GEOID18
 FJ0468  DYNAMIC HEIGHT  -        415.169 (meters)     1362.10  (feet) COMP
 FJ0468  MODELED GRAVITY -    979,639.0   (mgal)                       NAVD 88
 FJ0468
 FJ0468  VERT ORDER      -  FIRST     CLASS II
 FJ0468
 FJ0468.The horizontal coordinates were scaled from a map and have
 FJ0468.an estimated accuracy of +/- 6 seconds.
 FJ0468
 FJ0468.The orthometric height was determined by differential leveling and
 FJ0468.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0468.in June 1991.
 FJ0468
 FJ0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0468.GEOID18 height accuracy estimate available here.
 FJ0468
 FJ0468.Click photographs - Photos may exist for this station.
 FJ0468
 FJ0468.The dynamic height is computed by dividing the NAVD 88
 FJ0468.geopotential number by the normal gravity value computed on the
 FJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0468.degrees latitude (g = 980.6199 gals.).
 FJ0468
 FJ0468.The modeled gravity was interpolated from observed gravity values.
 FJ0468
 FJ0468;                    North         East    Units  Estimated Accuracy
 FJ0468;SPC OK N     -    51,600.      604,510.      MT  (+/- 180 meters Scaled)
 FJ0468
 FJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE952251(NAD 83)
 FJ0468
 FJ0468                          SUPERSEDED SURVEY CONTROL
 FJ0468
 FJ0468  NGVD 29 (??/??/92)  415.399  (m)         1362.85   (f) ADJ UNCH    1 2
 FJ0468
 FJ0468.Superseded values are not recommended for survey control.
 FJ0468
 FJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0468.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0468
 FJ0468_MARKER: DB = BENCH MARK DISK
 FJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0468_STAMPING: D 186 1953
 FJ0468_MARK LOGO: CGS
 FJ0468_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0468+STABILITY: SURFACE MOTION
 FJ0468
 FJ0468  HISTORY     - Date     Condition        Report By
 FJ0468  HISTORY     - 1953     MONUMENTED       CGS
 FJ0468  HISTORY     - 1979     GOOD             OKDH
 FJ0468  HISTORY     - 1986     GOOD             NGS
 FJ0468
 FJ0468                          STATION DESCRIPTION
 FJ0468
 FJ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0468'4.6 MI S FROM EL RENO.
 FJ0468'4.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0468'RAILROAD FROM THE STATION AT EL RENO, 1 POLE NORTH OF A
 FJ0468'ROAD CROSSING, 60 FEET EAST OF THE EAST RAIL, 2.5 FEET WEST
 FJ0468'OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 FJ0468'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0468
 FJ0468                          STATION RECOVERY (1979)
 FJ0468
 FJ0468'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1979
 FJ0468'RECOVERED IN GOOD CONDITION.
 FJ0468
 FJ0468                          STATION RECOVERY (1986)
 FJ0468
 FJ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0468'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 FJ0468'MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD FROM ITS
 FJ0468'JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, 89.6 M (293.9 FT)
 FJ0468'NORTH OF THE CENTER OF A DIRT ROAD, AND 18.3 M (60.0 FT) EAST OF THE
 FJ0468'NEAR RAIL.
 FJ0468'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0426 ***********************************************************************
 FJ0426  DESIGNATION -  D 187
 FJ0426  PID         -  FJ0426
 FJ0426  STATE/COUNTY-  OK/GRADY
 FJ0426  COUNTRY     -  US
 FJ0426  USGS QUAD   -  CHICKASHA (2018)
 FJ0426
 FJ0426                         *CURRENT SURVEY CONTROL
 FJ0426  ______________________________________________________________________
 FJ0426* NAD 83(1986) POSITION- 35 05 28.     (N) 097 56 34.     (W)   SCALED
 FJ0426* NAVD 88 ORTHO HEIGHT -   334.235 (meters)     1096.57  (feet) ADJUSTED
 FJ0426  ______________________________________________________________________
 FJ0426  GEOID HEIGHT    -        -26.572 (meters)                     GEOID18
 FJ0426  DYNAMIC HEIGHT  -        333.904 (meters)     1095.48  (feet) COMP
 FJ0426  MODELED GRAVITY -    979,634.6   (mgal)                       NAVD 88
 FJ0426
 FJ0426  VERT ORDER      -  FIRST     CLASS II
 FJ0426
 FJ0426.The horizontal coordinates were scaled from a map and have
 FJ0426.an estimated accuracy of +/- 6 seconds.
 FJ0426
 FJ0426.The orthometric height was determined by differential leveling and
 FJ0426.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0426.in June 1991.
 FJ0426
 FJ0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0426.GEOID18 height accuracy estimate available here.
 FJ0426
 FJ0426.Click photographs - Photos may exist for this station.
 FJ0426
 FJ0426.The dynamic height is computed by dividing the NAVD 88
 FJ0426.geopotential number by the normal gravity value computed on the
 FJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0426.degrees latitude (g = 980.6199 gals.).
 FJ0426
 FJ0426.The modeled gravity was interpolated from observed gravity values.
 FJ0426
 FJ0426;                    North         East    Units  Estimated Accuracy
 FJ0426;SPC OK S     -   194,980.      605,220.      MT  (+/- 180 meters Scaled)
 FJ0426
 FJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND963836(NAD 83)
 FJ0426
 FJ0426                          SUPERSEDED SURVEY CONTROL
 FJ0426
 FJ0426  NGVD 29 (??/??/92)  334.125  (m)         1096.21   (f) ADJ UNCH    1 2
 FJ0426
 FJ0426.Superseded values are not recommended for survey control.
 FJ0426
 FJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0426.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0426
 FJ0426_MARKER: DB = BENCH MARK DISK
 FJ0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0426_SP_SET: ABUTMENT
 FJ0426_STAMPING: D 187 1953
 FJ0426_MARK LOGO: CGS
 FJ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0426
 FJ0426  HISTORY     - Date     Condition        Report By
 FJ0426  HISTORY     - 1953     MONUMENTED       CGS
 FJ0426  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0426
 FJ0426                          STATION DESCRIPTION
 FJ0426
 FJ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0426'2.7 MI N FROM CHICKASHA.
 FJ0426'2.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0426'RAILROAD FROM THE STATION AT CHICKASHA, 4 FEET WEST OF THE
 FJ0426'WEST RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 FJ0426'OF BRIDGE 433.5.
 FJ0426
 FJ0426                          STATION RECOVERY (1986)
 FJ0426
 FJ0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0426'THE STEM OF THE DISK IS ALL THAT REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0486 ***********************************************************************
 FJ0486  DESIGNATION -  D 188
 FJ0486  PID         -  FJ0486
 FJ0486  STATE/COUNTY-  OK/GRADY
 FJ0486  COUNTRY     -  US
 FJ0486  USGS QUAD   -  TABLER (2018)
 FJ0486
 FJ0486                         *CURRENT SURVEY CONTROL
 FJ0486  ______________________________________________________________________
 FJ0486* NAD 83(1986) POSITION- 35 02 39.     (N) 097 49 43.     (W)   SCALED
 FJ0486* NAVD 88 ORTHO HEIGHT -   330.415 (meters)     1084.04  (feet) ADJUSTED
 FJ0486  ______________________________________________________________________
 FJ0486  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 FJ0486  DYNAMIC HEIGHT  -        330.088 (meters)     1082.96  (feet) COMP
 FJ0486  MODELED GRAVITY -    979,635.8   (mgal)                       NAVD 88
 FJ0486
 FJ0486  VERT ORDER      -  FIRST     CLASS II
 FJ0486
 FJ0486.The horizontal coordinates were scaled from a map and have
 FJ0486.an estimated accuracy of +/- 6 seconds.
 FJ0486
 FJ0486.The orthometric height was determined by differential leveling and
 FJ0486.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0486.in June 1991.
 FJ0486
 FJ0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0486.GEOID18 height accuracy estimate available here.
 FJ0486
 FJ0486.Click photographs - Photos may exist for this station.
 FJ0486
 FJ0486.The dynamic height is computed by dividing the NAVD 88
 FJ0486.geopotential number by the normal gravity value computed on the
 FJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0486.degrees latitude (g = 980.6199 gals.).
 FJ0486
 FJ0486.The modeled gravity was interpolated from observed gravity values.
 FJ0486
 FJ0486;                    North         East    Units  Estimated Accuracy
 FJ0486;SPC OK S     -   189,790.      615,640.      MT  (+/- 180 meters Scaled)
 FJ0486
 FJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD068785(NAD 83)
 FJ0486
 FJ0486                          SUPERSEDED SURVEY CONTROL
 FJ0486
 FJ0486  NGVD 29 (??/??/92)  330.303  (m)         1083.67   (f) ADJ UNCH    1 2
 FJ0486
 FJ0486.Superseded values are not recommended for survey control.
 FJ0486
 FJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0486.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0486
 FJ0486_MARKER: DB = BENCH MARK DISK
 FJ0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0486_SP_SET: ABUTMENT
 FJ0486_STAMPING: D 188 1953
 FJ0486_MARK LOGO: CGS
 FJ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0486
 FJ0486  HISTORY     - Date     Condition        Report By
 FJ0486  HISTORY     - 1953     MONUMENTED       CGS
 FJ0486  HISTORY     - 20220322 MARK NOT FOUND   OKDOT
 FJ0486  HISTORY     - 20231220 MARK NOT FOUND   OKDOT
 FJ0486
 FJ0486                          STATION DESCRIPTION
 FJ0486
 FJ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0486'5.9 MI E FROM CHICKASHA.
 FJ0486'5.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0486'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, 40 FEET EAST
 FJ0486'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 15 FEET NORTH OF
 FJ0486'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END
 FJ0486'OF THE WEST ABUTMENT OF A LARGE CONCRETE BRIDGE.
 FJ0486
 FJ0486                          STATION RECOVERY (2022)
 FJ0486
 FJ0486'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0486'MARK NOT FOUND.
 FJ0486
 FJ0486                          STATION RECOVERY (2023)
 FJ0486
 FJ0486'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0486'DIRT WORK VISIBLE IN AREA.  MARK POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0716 ***********************************************************************
 FH0716  DESIGNATION -  D 19
 FH0716  PID         -  FH0716
 FH0716  STATE/COUNTY-  OK/OKMULGEE
 FH0716  COUNTRY     -  US
 FH0716  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH0716
 FH0716                         *CURRENT SURVEY CONTROL
 FH0716  ______________________________________________________________________
 FH0716* NAD 83(1986) POSITION- 35 31 10.     (N) 095 57 15.     (W)   SCALED
 FH0716* NAVD 88 ORTHO HEIGHT -   202.179 (meters)      663.32  (feet) ADJUSTED
 FH0716  ______________________________________________________________________
 FH0716  GEOID HEIGHT    -        -29.162 (meters)                     GEOID18
 FH0716  DYNAMIC HEIGHT  -        201.989 (meters)      662.69  (feet) COMP
 FH0716  MODELED GRAVITY -    979,693.9   (mgal)                       NAVD 88
 FH0716
 FH0716  VERT ORDER      -  FIRST     CLASS II
 FH0716
 FH0716.The horizontal coordinates were scaled from a map and have
 FH0716.an estimated accuracy of +/- 6 seconds.
 FH0716
 FH0716.The orthometric height was determined by differential leveling and
 FH0716.adjusted by the NATIONAL GEODETIC SURVEY
 FH0716.in June 1991.
 FH0716
 FH0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0716.GEOID18 height accuracy estimate available here.
 FH0716
 FH0716.Click photographs - Photos may exist for this station.
 FH0716
 FH0716.The dynamic height is computed by dividing the NAVD 88
 FH0716.geopotential number by the normal gravity value computed on the
 FH0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0716.degrees latitude (g = 980.6199 gals.).
 FH0716
 FH0716.The modeled gravity was interpolated from observed gravity values.
 FH0716
 FH0716;                    North         East    Units  Estimated Accuracy
 FH0716;SPC OK N     -    59,590.      785,560.      MT  (+/- 180 meters Scaled)
 FH0716
 FH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV321346(NAD 83)
 FH0716
 FH0716                          SUPERSEDED SURVEY CONTROL
 FH0716
 FH0716  NGVD 29 (??/??/92)  202.063  (m)          662.94   (f) ADJ UNCH    1 2
 FH0716
 FH0716.Superseded values are not recommended for survey control.
 FH0716
 FH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0716.See file dsdata.pdf to determine how the superseded data were derived.
 FH0716
 FH0716_MARKER: DB = BENCH MARK DISK
 FH0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0716_STAMPING: D 19 1933
 FH0716_MARK LOGO: CGS
 FH0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0716+STABILITY: SURFACE MOTION
 FH0716
 FH0716  HISTORY     - Date     Condition        Report By
 FH0716  HISTORY     - 1933     MONUMENTED       CGS
 FH0716
 FH0716                          STATION DESCRIPTION
 FH0716
 FH0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0716'AT SCHULTER.
 FH0716'AT SCHULTER, OKMULGEE COUNTY, ABOUT 76 YARDS NORTH OF THE ST.
 FH0716'LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 5 POLES SOUTH OF
 FH0716'MILEPOST 476, ABOUT 38 YARDS WEST OF U.S. HIGHWAY 75, ABOUT 20
 FH0716'YARDS EAST OF A SIDETRACK, AND 42 FEET WEST OF THE WEST RAIL
 FH0716'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 19 1933 AND SET
 FH0716'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 FH0716'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0663 ***********************************************************************
 FJ0663  DESIGNATION -  D 192
 FJ0663  PID         -  FJ0663
 FJ0663  STATE/COUNTY-  OK/CANADIAN
 FJ0663  COUNTRY     -  US
 FJ0663  USGS QUAD   -  EL RENO (2018)
 FJ0663
 FJ0663                         *CURRENT SURVEY CONTROL
 FJ0663  ______________________________________________________________________
 FJ0663* NAD 83(1986) POSITION- 35 30 29.     (N) 097 53 02.     (W)   SCALED
 FJ0663* NAVD 88 ORTHO HEIGHT -   404.237 (meters)     1326.23  (feet) ADJUSTED
 FJ0663  ______________________________________________________________________
 FJ0663  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 FJ0663  DYNAMIC HEIGHT  -        403.844 (meters)     1324.94  (feet) COMP
 FJ0663  MODELED GRAVITY -    979,648.5   (mgal)                       NAVD 88
 FJ0663
 FJ0663  VERT ORDER      -  FIRST     CLASS II
 FJ0663
 FJ0663.The horizontal coordinates were scaled from a map and have
 FJ0663.an estimated accuracy of +/- 6 seconds.
 FJ0663
 FJ0663.The orthometric height was determined by differential leveling and
 FJ0663.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0663.in August 1994.
 FJ0663
 FJ0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0663.GEOID18 height accuracy estimate available here.
 FJ0663
 FJ0663.Click photographs - Photos may exist for this station.
 FJ0663
 FJ0663.The dynamic height is computed by dividing the NAVD 88
 FJ0663.geopotential number by the normal gravity value computed on the
 FJ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0663.degrees latitude (g = 980.6199 gals.).
 FJ0663
 FJ0663.The modeled gravity was interpolated from observed gravity values.
 FJ0663
 FJ0663;                    North         East    Units  Estimated Accuracy
 FJ0663;SPC OK N     -    56,380.      610,530.      MT  (+/- 180 meters Scaled)
 FJ0663
 FJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE012299(NAD 83)
 FJ0663
 FJ0663                          SUPERSEDED SURVEY CONTROL
 FJ0663
 FJ0663  NAVD 88 (??/??/92)  404.249  (m)         1326.27   (f) POSTED      3  
 FJ0663
 FJ0663.Superseded values are not recommended for survey control.
 FJ0663
 FJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0663.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0663
 FJ0663_MARKER: I = METAL ROD
 FJ0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0663_STAMPING: D 192 1984
 FJ0663_MARK LOGO: NGS
 FJ0663_PROJECTION: FLUSH
 FJ0663_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0663+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 FJ0663_ROD/PIPE-DEPTH: 13.4 meters
 FJ0663
 FJ0663  HISTORY     - Date     Condition        Report By
 FJ0663  HISTORY     - 1984     MONUMENTED       NGS
 FJ0663  HISTORY     - 1988     GOOD             USPSQD
 FJ0663  HISTORY     - 1989     GOOD             USPSQD
 FJ0663  HISTORY     - 1990     GOOD             USPSQD
 FJ0663  HISTORY     - 19940112 GOOD             NGS
 FJ0663  HISTORY     - 20040714 GOOD             USPSQD
 FJ0663
 FJ0663                          STATION DESCRIPTION
 FJ0663
 FJ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0663'9.5 KM (5.85 MI) ESE FROM EL RENO.
 FJ0663'THE MARK IS 0.2 M ABOVE HIGHWAY 66.
 FJ0663'1.4 KM (0.9 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE IN EL
 FJ0663'RENO, THENCE 4.7 KM (2.95 MI) EAST ALONG EAST ELM STREET, THENCE
 FJ0663'1.6 KM (1.0 MI) SOUTH ALONG RICH VALLEY ROAD, THENCE 1.6 KM (1.0 MI)
 FJ0663'EAST ALONG U.S. HIGHWAY 66, AT EVANS CROSSROAD, SOUTHWEST AND ACROSS
 FJ0663'EVANS ROAD FROM THE CANADIAN VALLEY VOCATIONAL TECHNICAL AREA CENTER,
 FJ0663'18.59 METERS (61.0 FT) NORTH OF THE CENTER OF U.S. HIGHWAY 66,
 FJ0663'11.43 METERS (37.5 FT) WEST OF THE CENTER OF EVANS ROAD, 2.95 METERS
 FJ0663'(9.7 FT) WEST OF A THREE-INCH IRON PIPE CORNER FENCE POST, AND
 FJ0663'0.24 METERS (0.8 FT) SOUTH OF AN IRON PIPE FENCE.  NOTE, ROD DRIVING
 FJ0663'RATE MET, ROD ANCHORED.
 FJ0663'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FJ0663
 FJ0663                          STATION RECOVERY (1988)
 FJ0663
 FJ0663'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0663'RECOVERED IN GOOD CONDITION.
 FJ0663
 FJ0663                          STATION RECOVERY (1989)
 FJ0663
 FJ0663'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0663'RECOVERED IN GOOD CONDITION.
 FJ0663
 FJ0663                          STATION RECOVERY (1990)
 FJ0663
 FJ0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0663'RECOVERED IN GOOD CONDITION.
 FJ0663
 FJ0663                          STATION RECOVERY (1994)
 FJ0663
 FJ0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0663'1.4 KM (0.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE
 FJ0663'IN EL RENO, THENCE 4.7 KM (2.90 MI) EASTERLY ALONG EAST ELM STREET,
 FJ0663'THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG RICH VALLEY ROAD, THENCE 1.6
 FJ0663'KM (1.00 MI) EASTERLY ALONG U.S. HIGHWAY 66, 18.6 M (61.0 FT) NORTH
 FJ0663'OF THE HIGHWAY CENTER, 11.4 M (37.4 FT) WEST OF THE CENTER OF EVANS
 FJ0663'ROAD, 3.0 M (9.8 FT) WEST OF A FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF
 FJ0663'AN IRON PIPE FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 FJ0663'AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 FJ0663'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0663
 FJ0663                          STATION RECOVERY (2004)
 FJ0663
 FJ0663'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0693 ***********************************************************************
 FJ0693  DESIGNATION -  D 193
 FJ0693  PID         -  FJ0693
 FJ0693  STATE/COUNTY-  OK/OKLAHOMA
 FJ0693  COUNTRY     -  US
 FJ0693  USGS QUAD   -  CHOCTAW (2018)
 FJ0693
 FJ0693                         *CURRENT SURVEY CONTROL
 FJ0693  ______________________________________________________________________
 FJ0693* NAD 83(1986) POSITION- 35 29 30.     (N) 097 22 14.     (W)   SCALED
 FJ0693* NAVD 88 ORTHO HEIGHT -   369.957 (meters)     1213.77  (feet) ADJUSTED
 FJ0693  ______________________________________________________________________
 FJ0693  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0693  DYNAMIC HEIGHT  -        369.605 (meters)     1212.61  (feet) COMP
 FJ0693  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 FJ0693
 FJ0693  VERT ORDER      -  FIRST     CLASS II
 FJ0693
 FJ0693.The horizontal coordinates were scaled from a map and have
 FJ0693.an estimated accuracy of +/- 6 seconds.
 FJ0693
 FJ0693.The orthometric height was determined by differential leveling and
 FJ0693.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0693.in August 1994.
 FJ0693
 FJ0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0693.GEOID18 height accuracy estimate available here.
 FJ0693
 FJ0693.Click photographs - Photos may exist for this station.
 FJ0693
 FJ0693.The dynamic height is computed by dividing the NAVD 88
 FJ0693.geopotential number by the normal gravity value computed on the
 FJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0693.degrees latitude (g = 980.6199 gals.).
 FJ0693
 FJ0693.The modeled gravity was interpolated from observed gravity values.
 FJ0693
 FJ0693;                    North         East    Units  Estimated Accuracy
 FJ0693;SPC OK N     -    54,740.      657,120.      MT  (+/- 180 meters Scaled)
 FJ0693
 FJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE478287(NAD 83)
 FJ0693
 FJ0693                          SUPERSEDED SURVEY CONTROL
 FJ0693
 FJ0693  NAVD 88 (06/15/91)  370.021  (m)         1213.98   (f) SUPERSEDED  1 2
 FJ0693
 FJ0693.Superseded values are not recommended for survey control.
 FJ0693
 FJ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0693.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0693
 FJ0693_MARKER: DV = VERTICAL CONTROL DISK
 FJ0693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0693_SP_SET: BOX CULVERT
 FJ0693_STAMPING: D 193 1984
 FJ0693_MARK LOGO: NGS
 FJ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0693+STABILITY: SURFACE MOTION
 FJ0693
 FJ0693  HISTORY     - Date     Condition        Report By
 FJ0693  HISTORY     - 1984     MONUMENTED       NGS
 FJ0693  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0693
 FJ0693                          STATION DESCRIPTION
 FJ0693
 FJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0693'12.4 KM (7.7 MI) EAST FROM OKLAHOMA CITY.
 FJ0693'12.3 KM (7.6 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0693'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, THENCE 0.16 KM
 FJ0693'(0.1 MI) SOUTH ALONG DOUGLAS BOULEVARD, SET IN THE TOP AND CENTER OF
 FJ0693'AN EIGHTEEN-FOOT HEADWALL OF A LARGE BOX CULVERT UNDER THE BOULEVARD,
 FJ0693'5.9 METERS (19.3 FT) EAST OF THE CENTERLINE OF DOUGLAS BOULEVARD
 FJ0693'NORTHBOUND LANES, 2.4 METERS (8.0 FT) EAST OF THE EAST CURB OF DOUGLAS
 FJ0693'BOULEVARD, AND 7.0 METERS (23.0 FT) SOUTH-SOUTHWEST OF POWERLINE POLE
 FJ0693'NUMBER 2300.
 FJ0693'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 FJ0693
 FJ0693                          STATION RECOVERY (1988)
 FJ0693
 FJ0693'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0719 ***********************************************************************
 FJ0719  DESIGNATION -  D 194
 FJ0719  PID         -  FJ0719
 FJ0719  STATE/COUNTY-  OK/LINCOLN
 FJ0719  COUNTRY     -  US
 FJ0719  USGS QUAD   -  LUTHER SE (2018)
 FJ0719
 FJ0719                         *CURRENT SURVEY CONTROL
 FJ0719  ______________________________________________________________________
 FJ0719* NAD 83(2011) POSITION- 35 30 26.00249(N) 097 00 02.82969(W)   NO CHECK
 FJ0719* NAD 83(2011) ELLIP HT-   276.624 (meters)        (06/27/12)   NO CHECK
 FJ0719* NAD 83(2011) EPOCH   -  2010.00
 FJ0719* NAVD 88 ORTHO HEIGHT -   304.067 (meters)      997.59  (feet) ADJUSTED
 FJ0719  ______________________________________________________________________
 FJ0719  GEOID HEIGHT    -        -27.418 (meters)                     GEOID18
 FJ0719  NAD 83(2011) X  -   -633,568.465 (meters)                     COMP
 FJ0719  NAD 83(2011) Y  - -5,159,415.914 (meters)                     COMP
 FJ0719  NAD 83(2011) Z  -  3,683,981.031 (meters)                     COMP
 FJ0719  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 FJ0719  DYNAMIC HEIGHT  -        303.782 (meters)      996.66  (feet) COMP
 FJ0719  MODELED GRAVITY -    979,687.4   (mgal)                       NAVD 88
 FJ0719
 FJ0719  VERT ORDER      -  FIRST     CLASS II
 FJ0719
 FJ0719  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0719  Standards:
 FJ0719         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0719            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0719  -------------------------------------------------------------------
 FJ0719  NETWORK    1.38   3.43           0.63   0.48   1.75     -0.07238277
 FJ0719  -------------------------------------------------------------------
 FJ0719  Click here for local accuracies and other accuracy information.
 FJ0719
 FJ0719.The horizontal coordinates were established by GPS observations
 FJ0719.and adjusted by the National Geodetic Survey in June 2012.
 FJ0719
 FJ0719.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0719.been affixed to the stable North American tectonic plate. See 
 FJ0719.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0719
 FJ0719.The horizontal coordinates are valid at the epoch date displayed above
 FJ0719.which is a decimal equivalence of Year/Month/Day.
 FJ0719
 FJ0719.No horizontal observational check was made to the station.
 FJ0719
 FJ0719.The orthometric height was determined by differential leveling and
 FJ0719.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0719.in August 1994.
 FJ0719
 FJ0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0719.GEOID18 height accuracy estimate available here.
 FJ0719
 FJ0719.Click photographs - Photos may exist for this station.
 FJ0719
 FJ0719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0719
 FJ0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0719
 FJ0719.The ellipsoidal height was determined by GPS observations
 FJ0719.and is referenced to NAD 83.
 FJ0719
 FJ0719.The dynamic height is computed by dividing the NAVD 88
 FJ0719.geopotential number by the normal gravity value computed on the
 FJ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0719.degrees latitude (g = 980.6199 gals.).
 FJ0719
 FJ0719.The modeled gravity was interpolated from observed gravity values.
 FJ0719
 FJ0719. The following values were computed from the NAD 83(2011) position.
 FJ0719
 FJ0719;                    North         East     Units Scale Factor Converg.
 FJ0719;SPC OK N     -    56,744.652   690,649.385   MT  1.00001132   +0 35 22.9
 FJ0719;SPC OK N     -   186,169.75  2,265,905.52   sFT  1.00001132   +0 35 22.9
 FJ0719;UTM  14      - 3,931,132.174   681,310.753   MT  1.00000512   +1 09 41.3
 FJ0719
 FJ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0719!SPC OK N     -   0.99995658  x   1.00001132  =   0.99996790
 FJ0719!UTM  14      -   0.99995658  x   1.00000512  =   0.99996170
 FJ0719
 FJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8131031132(NAD 83)
 FJ0719
 FJ0719                          SUPERSEDED SURVEY CONTROL
 FJ0719
 FJ0719  NAD 83(2007)-  35 30 26.00240(N)    097 00 02.83022(W) AD(2002.00) 0
 FJ0719  ELLIP H (02/10/07)  276.638  (m)                       GP(2002.00)    
 FJ0719  NAD 83(1993)-  35 30 26.00219(N)    097 00 02.83021(W) AD(       ) 1
 FJ0719  ELLIP H (03/07/02)  276.640  (m)                       GP(       ) 4 2
 FJ0719  NAVD 88             304.07   (m)          997.6    (f) LEVELING    3  
 FJ0719  NAVD 88 (06/15/91)  304.097  (m)          997.69   (f) SUPERSEDED  1 2
 FJ0719
 FJ0719.Superseded values are not recommended for survey control.
 FJ0719
 FJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0719.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0719
 FJ0719_MARKER: I = METAL ROD
 FJ0719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0719+WITH SETTING: INFORMATION.
 FJ0719_STAMPING: D 194 1984
 FJ0719_MARK LOGO: NGS
 FJ0719_PROJECTION: FLUSH
 FJ0719_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0719+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2001
 FJ0719_ROD/PIPE-DEPTH: 1.1 meters
 FJ0719
 FJ0719  HISTORY     - Date     Condition        Report By
 FJ0719  HISTORY     - 1984     MONUMENTED       NGS
 FJ0719  HISTORY     - 1988     GOOD             USPSQD
 FJ0719  HISTORY     - 1989     GOOD             USPSQD
 FJ0719  HISTORY     - 1990     GOOD             USPSQD
 FJ0719  HISTORY     - 20010517 GOOD             MSAM
 FJ0719
 FJ0719                          STATION DESCRIPTION
 FJ0719
 FJ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0719'9.2 KM (5.7 MI) WEST FROM MEEKER.
 FJ0719'9.2 KM (5.7 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0719'MEEKER, SET IN THE NORTHWEST QUADRANT OF THE JUNCTION OF HIGHWAY 62
 FJ0719'AND U.S. HIGHWAY 177, 22.4 METERS (73.5 FT) NORTH OF THE CENTERLINE OF
 FJ0719'HIGHWAY 62 WESTBOUND LANES, 30.5 METERS (100.0 FT) WEST OF THE
 FJ0719'CENTERLINE OF HIGHWAY 177, AND 0.9 METER (3.0 FT) WEST OF A POWERLINE
 FJ0719'POLE WITH TRANSFORMER AND METER.  NOTE, ROD DRIVEN TO REFUSAL AND
 FJ0719'ANCHORED IN HARD SANDSTONE ROCK.
 FJ0719'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FJ0719'THE MARK IS 0.31 M ABOVE HIGHWAY.
 FJ0719
 FJ0719                          STATION RECOVERY (1988)
 FJ0719
 FJ0719'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0719'RECOVERED IN GOOD CONDITION.
 FJ0719
 FJ0719                          STATION RECOVERY (1989)
 FJ0719
 FJ0719'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0719'RECOVERED IN GOOD CONDITION.
 FJ0719
 FJ0719                          STATION RECOVERY (1990)
 FJ0719
 FJ0719'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0719'RECOVERED IN GOOD CONDITION.
 FJ0719
 FJ0719                          STATION RECOVERY (2001)
 FJ0719
 FJ0719'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FJ0719'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FJ0719'RECOVERED AS DESCRIBED.
 FJ0719'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0731 ***********************************************************************
 FJ0731  DESIGNATION -  D 195
 FJ0731  PID         -  FJ0731
 FJ0731  STATE/COUNTY-  OK/LINCOLN
 FJ0731  COUNTRY     -  US
 FJ0731  USGS QUAD   -  SPARKS (2018)
 FJ0731
 FJ0731                         *CURRENT SURVEY CONTROL
 FJ0731  ______________________________________________________________________
 FJ0731* NAD 83(1986) POSITION- 35 30 25.08   (N) 096 50 32.11   (W)   HD_HELD1
 FJ0731* NAVD 88 ORTHO HEIGHT -   283.909 (meters)      931.46  (feet) ADJUSTED
 FJ0731  ______________________________________________________________________
 FJ0731  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 FJ0731  DYNAMIC HEIGHT  -        283.642 (meters)      930.58  (feet) COMP
 FJ0731  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 FJ0731
 FJ0731  VERT ORDER      -  FIRST     CLASS II
 FJ0731
 FJ0731.The horizontal coordinates were determined by differentially corrected
 FJ0731.hand held GPS observations or other comparable positioning techniques
 FJ0731.and have an estimated accuracy of +/- 3 meters.
 FJ0731
 FJ0731.The orthometric height was determined by differential leveling and
 FJ0731.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0731.in August 1994.
 FJ0731
 FJ0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0731.GEOID18 height accuracy estimate available here.
 FJ0731
 FJ0731.Click photographs - Photos may exist for this station.
 FJ0731
 FJ0731.The dynamic height is computed by dividing the NAVD 88
 FJ0731.geopotential number by the normal gravity value computed on the
 FJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0731.degrees latitude (g = 980.6199 gals.).
 FJ0731
 FJ0731.The modeled gravity was interpolated from observed gravity values.
 FJ0731
 FJ0731;                    North         East    Units  Estimated Accuracy
 FJ0731;SPC OK N     -    56,876.0     705,031.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0731
 FJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9569131406(NAD 83)
 FJ0731
 FJ0731                          SUPERSEDED SURVEY CONTROL
 FJ0731
 FJ0731  NAVD 88 (06/15/91)  283.924  (m)          931.51   (f) SUPERSEDED  1 2
 FJ0731
 FJ0731.Superseded values are not recommended for survey control.
 FJ0731
 FJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0731.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0731
 FJ0731_MARKER: I = METAL ROD
 FJ0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0731_STAMPING: D 195 1984
 FJ0731_MARK LOGO: NGS
 FJ0731_PROJECTION: FLUSH
 FJ0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0731_ROD/PIPE-DEPTH: 3.4 meters
 FJ0731
 FJ0731  HISTORY     - Date     Condition        Report By
 FJ0731  HISTORY     - 1984     MONUMENTED       NGS
 FJ0731  HISTORY     - 1988     GOOD             USPSQD
 FJ0731  HISTORY     - 1989     GOOD             USPSQD
 FJ0731  HISTORY     - 1990     GOOD             USPSQD
 FJ0731
 FJ0731                          STATION DESCRIPTION
 FJ0731
 FJ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0731'5.8 KM (3.65 MI) EAST FROM MEEKER.
 FJ0731'5.8 KM (3.65 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0731'MEEKER, NORTH ACROSS HIGHWAY 62 FROM THE MEEKER LIVESTOCK MARKET,
 FJ0731'18.19 METERS (59.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0731'1.22 METERS (4.0 FT) SOUTHWEST OF A POWERLINE POLE, AND 0.30 METERS
 FJ0731'(1.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 FJ0731'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0731'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0731
 FJ0731                          STATION RECOVERY (1988)
 FJ0731
 FJ0731'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0731'RECOVERED IN GOOD CONDITION.
 FJ0731
 FJ0731                          STATION RECOVERY (1989)
 FJ0731
 FJ0731'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0731'RECOVERED IN GOOD CONDITION.
 FJ0731
 FJ0731                          STATION RECOVERY (1990)
 FJ0731
 FJ0731'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0755 ***********************************************************************
 FJ0755  DESIGNATION -  D 196
 FJ0755  PID         -  FJ0755
 FJ0755  STATE/COUNTY-  OK/OKFUSKEE
 FJ0755  COUNTRY     -  US
 FJ0755  USGS QUAD   -  BOLEY (2018)
 FJ0755
 FJ0755                         *CURRENT SURVEY CONTROL
 FJ0755  ______________________________________________________________________
 FJ0755* NAD 83(1986) POSITION- 35 28 16.03   (N) 096 23 14.74   (W)   HD_HELD1
 FJ0755* NAVD 88 ORTHO HEIGHT -   293.128 (meters)      961.70  (feet) ADJUSTED
 FJ0755  ______________________________________________________________________
 FJ0755  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 FJ0755  DYNAMIC HEIGHT  -        292.850 (meters)      960.79  (feet) COMP
 FJ0755  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 FJ0755
 FJ0755  VERT ORDER      -  FIRST     CLASS II
 FJ0755
 FJ0755.The horizontal coordinates were determined by differentially corrected
 FJ0755.hand held GPS observations or other comparable positioning techniques
 FJ0755.and have an estimated accuracy of +/- 3 meters.
 FJ0755
 FJ0755.The orthometric height was determined by differential leveling and
 FJ0755.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0755.in June 1991.
 FJ0755
 FJ0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0755.GEOID18 height accuracy estimate available here.
 FJ0755
 FJ0755.Click photographs - Photos may exist for this station.
 FJ0755
 FJ0755.The dynamic height is computed by dividing the NAVD 88
 FJ0755.geopotential number by the normal gravity value computed on the
 FJ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0755.degrees latitude (g = 980.6199 gals.).
 FJ0755
 FJ0755.The modeled gravity was interpolated from observed gravity values.
 FJ0755
 FJ0755;                    North         East    Units  Estimated Accuracy
 FJ0755;SPC OK N     -    53,487.9     746,356.1     MT  (+/- 3 meters HH1 GPS) 
 FJ0755
 FJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3705428427(NAD 83)
 FJ0755
 FJ0755                          SUPERSEDED SURVEY CONTROL
 FJ0755
 FJ0755.No superseded survey control is available for this station.
 FJ0755
 FJ0755_MARKER: F = FLANGE-ENCASED ROD
 FJ0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0755_STAMPING: D 196 1984
 FJ0755_MARK LOGO: NGS
 FJ0755_PROJECTION: FLUSH
 FJ0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0755+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0755_ROD/PIPE-DEPTH: 3.0 meters
 FJ0755
 FJ0755  HISTORY     - Date     Condition        Report By
 FJ0755  HISTORY     - 1984     MONUMENTED       NGS
 FJ0755  HISTORY     - 1988     GOOD             USPSQD
 FJ0755  HISTORY     - 1990     GOOD             USPSQD
 FJ0755  HISTORY     - 1990     GOOD             USPSQD
 FJ0755  HISTORY     - 20220629 GOOD             OKDOT
 FJ0755
 FJ0755                          STATION DESCRIPTION
 FJ0755
 FJ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0755'10.24 KM (6.4 MI) EAST FROM BOLEY.
 FJ0755'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0755'BOLEY, THENCE 9.92 KM (6.2 MI) EAST ALONG U.S. HIGHWAY 62, 0.16 KM
 FJ0755'(0.1 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE HIGHWAY
 FJ0755'48, 19.51 METERS (64.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FJ0755'21.33 METERS (70.0 FT) EAST OF A FENCE CORNER, AND 0.45 METERS
 FJ0755'(1.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE AT A METAL BRACE POST.
 FJ0755'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0755'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0755
 FJ0755                          STATION RECOVERY (1988)
 FJ0755
 FJ0755'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0755'RECOVERED IN GOOD CONDITION.
 FJ0755
 FJ0755                          STATION RECOVERY (1990)
 FJ0755
 FJ0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0755'RECOVERED IN GOOD CONDITION.
 FJ0755
 FJ0755                          STATION RECOVERY (1990)
 FJ0755
 FJ0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0755'RECOVERED IN GOOD CONDITION.
 FJ0755
 FJ0755                          STATION RECOVERY (2022)
 FJ0755
 FJ0755'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0755'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0842 ***********************************************************************
 FH0842  DESIGNATION -  D 197
 FH0842  PID         -  FH0842
 FH0842  STATE/COUNTY-  OK/OKMULGEE
 FH0842  COUNTRY     -  US
 FH0842  USGS QUAD   -  HENRYETTA (2018)
 FH0842
 FH0842                         *CURRENT SURVEY CONTROL
 FH0842  ______________________________________________________________________
 FH0842* NAD 83(1986) POSITION- 35 25 50.     (N) 095 57 45.     (W)   SCALED
 FH0842* NAVD 88 ORTHO HEIGHT -   238.090 (meters)      781.13  (feet) ADJUSTED
 FH0842  ______________________________________________________________________
 FH0842  GEOID HEIGHT    -        -29.178 (meters)                     GEOID18
 FH0842  DYNAMIC HEIGHT  -        237.865 (meters)      780.40  (feet) COMP
 FH0842  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 FH0842
 FH0842  VERT ORDER      -  FIRST     CLASS II
 FH0842
 FH0842.The horizontal coordinates were scaled from a map and have
 FH0842.an estimated accuracy of +/- 6 seconds.
 FH0842
 FH0842.The orthometric height was determined by differential leveling and
 FH0842.adjusted by the NATIONAL GEODETIC SURVEY
 FH0842.in June 1991.
 FH0842
 FH0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0842.GEOID18 height accuracy estimate available here.
 FH0842
 FH0842.Click photographs - Photos may exist for this station.
 FH0842
 FH0842.The dynamic height is computed by dividing the NAVD 88
 FH0842.geopotential number by the normal gravity value computed on the
 FH0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0842.degrees latitude (g = 980.6199 gals.).
 FH0842
 FH0842.The modeled gravity was interpolated from observed gravity values.
 FH0842
 FH0842;                    North         East    Units  Estimated Accuracy
 FH0842;SPC OK N     -    49,710.      785,010.      MT  (+/- 180 meters Scaled)
 FH0842
 FH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV310248(NAD 83)
 FH0842
 FH0842                          SUPERSEDED SURVEY CONTROL
 FH0842
 FH0842.No superseded survey control is available for this station.
 FH0842
 FH0842_MARKER: DV = VERTICAL CONTROL DISK
 FH0842_SETTING: 66 = SET IN ROCK OUTCROP
 FH0842_STAMPING: D 197 1984
 FH0842_MARK LOGO: NGS
 FH0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0842+STABILITY: POSITION/ELEVATION WELL
 FH0842
 FH0842  HISTORY     - Date     Condition        Report By
 FH0842  HISTORY     - 1984     MONUMENTED       NGS
 FH0842  HISTORY     - 1988     GOOD             USPSQD
 FH0842  HISTORY     - 1989     GOOD             USPSQD
 FH0842  HISTORY     - 1990     GOOD             USPSQD
 FH0842
 FH0842                          STATION DESCRIPTION
 FH0842
 FH0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0842'0.8 KM (0.5 MI) EAST FROM HENRYETTA.
 FH0842'0.8 KM (0.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0842'U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET IN A DRILL HOLE AT THE WEST
 FH0842'END OF A 2- BY 4-FOOT OUTCROP ON A SLOPED HIGHWAY CUT, 0.4 KM
 FH0842'(0.25 MI) WEST OF MILEPOST NUMBER 241, AND 17.98 METERS (59.0 FT)
 FH0842'SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES.
 FH0842'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FH0842'THE MARK IS 0.6 M ABOVE EASTBOUND HIGHWAY.
 FH0842
 FH0842                          STATION RECOVERY (1988)
 FH0842
 FH0842'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0842'RECOVERED IN GOOD CONDITION.
 FH0842
 FH0842                          STATION RECOVERY (1989)
 FH0842
 FH0842'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0842'RECOVERED IN GOOD CONDITION.
 FH0842
 FH0842                          STATION RECOVERY (1990)
 FH0842
 FH0842'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0886 ***********************************************************************
 FH0886  DESIGNATION -  D 199
 FH0886  PID         -  FH0886
 FH0886  STATE/COUNTY-  OK/MUSKOGEE
 FH0886  COUNTRY     -  US
 FH0886  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0886
 FH0886                         *CURRENT SURVEY CONTROL
 FH0886  ______________________________________________________________________
 FH0886* NAD 83(1986) POSITION- 35 29 11.9    (N) 095 11 16.7    (W)   HD_HELD2
 FH0886* NAVD 88 ORTHO HEIGHT -   151.175 (meters)      495.98  (feet) ADJUSTED
 FH0886  ______________________________________________________________________
 FH0886  GEOID HEIGHT    -        -29.925 (meters)                     GEOID18
 FH0886  DYNAMIC HEIGHT  -        151.035 (meters)      495.52  (feet) COMP
 FH0886  MODELED GRAVITY -    979,702.9   (mgal)                       NAVD 88
 FH0886
 FH0886  VERT ORDER      -  FIRST     CLASS II
 FH0886
 FH0886.The horizontal coordinates were established by autonomous hand held GPS
 FH0886.observations and have an estimated accuracy of +/- 10 meters.
 FH0886
 FH0886.The orthometric height was determined by differential leveling and
 FH0886.adjusted by the NATIONAL GEODETIC SURVEY
 FH0886.in June 1991.
 FH0886
 FH0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0886.GEOID18 height accuracy estimate available here.
 FH0886
 FH0886.Click photographs - Photos may exist for this station.
 FH0886
 FH0886.The dynamic height is computed by dividing the NAVD 88
 FH0886.geopotential number by the normal gravity value computed on the
 FH0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0886.degrees latitude (g = 980.6199 gals.).
 FH0886
 FH0886.The modeled gravity was interpolated from observed gravity values.
 FH0886
 FH0886;                    North         East    Units  Estimated Accuracy
 FH0886;SPC OK N     -    57,690.      855,144.      MT  (+/- 10 meters HH2 GPS)
 FH0886
 FH0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0151729212(NAD 83)
 FH0886
 FH0886                          SUPERSEDED SURVEY CONTROL
 FH0886
 FH0886.No superseded survey control is available for this station.
 FH0886
 FH0886_MARKER: DV = VERTICAL CONTROL DISK
 FH0886_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0886_SP_SET: BRIDGE WINGWALL
 FH0886_STAMPING: D 199 1984
 FH0886_MARK LOGO: NGS
 FH0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0886+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0886
 FH0886  HISTORY     - Date     Condition        Report By
 FH0886  HISTORY     - 1984     MONUMENTED       NGS
 FH0886  HISTORY     - 1988     GOOD             USPSQD
 FH0886  HISTORY     - 1989     GOOD             USPSQD
 FH0886  HISTORY     - 1990     GOOD             USPSQD
 FH0886  HISTORY     - 19981123 GOOD             OKDOT
 FH0886  HISTORY     - 20020815 GOOD             OKDOT
 FH0886
 FH0886                          STATION DESCRIPTION
 FH0886
 FH0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0886'3.4 KM (2.1 MI) WEST FROM WEBBERS FALLS.
 FH0886'3.4 KM (2.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0886'STATE HIGHWAY 100 WHICH IS ABOUT TWO MILES SOUTH OF WEBBERS FALLS, AT
 FH0886'THE EAST END OF THE CONCRETE BRIDGE OF THE EASTBOUND LANES OVER DIRTY
 FH0886'CREEK, SET IN THE TOP OF THE SOUTH WINGWALL, 6.09 METERS (20.0 FT)
 FH0886'SOUTH OF THE CENTERLINE OF INTERSTATE 40 EASTBOUND LANES, 2.52 METERS
 FH0886'(8.3 FT) WEST OF THE EAST END OF THE SOUTH RETAINING WALL, 0.79 METERS
 FH0886'(2.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE WINGWALL, AND
 FH0886'0.88 METERS (2.9 FT) NORTHWEST OF A TWO-INCH EYE-BOLT CEMENTED IN THE
 FH0886'TOP OF THE WINGWALL.
 FH0886'THE MARK IS 0.3 M ABOVE EASTBOUND LANES.
 FH0886
 FH0886                          STATION RECOVERY (1988)
 FH0886
 FH0886'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0886'RECOVERED IN GOOD CONDITION.
 FH0886
 FH0886                          STATION RECOVERY (1989)
 FH0886
 FH0886'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0886'RECOVERED IN GOOD CONDITION.
 FH0886
 FH0886                          STATION RECOVERY (1990)
 FH0886
 FH0886'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0886'RECOVERED IN GOOD CONDITION.
 FH0886
 FH0886                          STATION RECOVERY (1998)
 FH0886
 FH0886'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (WLT)
 FH0886'RECOVERED AS DESCRIBED.
 FH0886
 FH0886                          STATION RECOVERY (2002)
 FH0886
 FH0886'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0912 ***********************************************************************
 FH0912  DESIGNATION -  D 200
 FH0912  PID         -  FH0912
 FH0912  STATE/COUNTY-  OK/SEQUOYAH
 FH0912  COUNTRY     -  US
 FH0912  USGS QUAD   -  GANS (2018)
 FH0912
 FH0912                         *CURRENT SURVEY CONTROL
 FH0912  ______________________________________________________________________
 FH0912* NAD 83(1986) POSITION- 35 26 49.     (N) 094 44 37.     (W)   SCALED
 FH0912* NAVD 88 ORTHO HEIGHT -   169.781 (meters)      557.02  (feet) ADJUSTED
 FH0912  ______________________________________________________________________
 FH0912  GEOID HEIGHT    -        -30.010 (meters)                     GEOID18
 FH0912  DYNAMIC HEIGHT  -        169.622 (meters)      556.50  (feet) COMP
 FH0912  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH0912
 FH0912  VERT ORDER      -  FIRST     CLASS II
 FH0912
 FH0912.The horizontal coordinates were scaled from a map and have
 FH0912.an estimated accuracy of +/- 6 seconds.
 FH0912
 FH0912.The orthometric height was determined by differential leveling and
 FH0912.adjusted by the NATIONAL GEODETIC SURVEY
 FH0912.in June 1991.
 FH0912
 FH0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0912.GEOID18 height accuracy estimate available here.
 FH0912
 FH0912.Click photographs - Photos may exist for this station.
 FH0912
 FH0912.The dynamic height is computed by dividing the NAVD 88
 FH0912.geopotential number by the normal gravity value computed on the
 FH0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0912.degrees latitude (g = 980.6199 gals.).
 FH0912
 FH0912.The modeled gravity was interpolated from observed gravity values.
 FH0912
 FH0912;                    North         East    Units  Estimated Accuracy
 FH0912;SPC OK N     -    54,550.      895,600.      MT  (+/- 180 meters Scaled)
 FH0912
 FH0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV417240(NAD 83)
 FH0912
 FH0912                          SUPERSEDED SURVEY CONTROL
 FH0912
 FH0912.No superseded survey control is available for this station.
 FH0912
 FH0912_MARKER: I = METAL ROD
 FH0912_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0912+WITH SETTING: INFORMATION.
 FH0912_STAMPING: D 200 1984
 FH0912_MARK LOGO: NGS
 FH0912_PROJECTION: FLUSH
 FH0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0912+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0912_ROD/PIPE-DEPTH: 2.43 meters
 FH0912
 FH0912  HISTORY     - Date     Condition        Report By
 FH0912  HISTORY     - 1984     MONUMENTED       NGS
 FH0912  HISTORY     - 1988     GOOD             USPSQD
 FH0912  HISTORY     - 1989     GOOD             USPSQD
 FH0912  HISTORY     - 1990     GOOD             USPSQD
 FH0912  HISTORY     - 20020815 GOOD             OKDOT
 FH0912
 FH0912                          STATION DESCRIPTION
 FH0912
 FH0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0912'1.4 KM (0.9 MI) ESE FROM SALLASAW.
 FH0912'1.4 KM (0.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0912'U.S. HIGHWAY 64 (ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF SALLISAW), AT A
 FH0912'TURN IN THE INTERSTATE 40 RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE
 FH0912'WESTBOUND LANES, ABOUT 35.05 METERS (115.0 FT) NORTHWEST OF THE CENTER
 FH0912'OF A SMALL CREEK CROSSING UNDER INTERSTATE 40, 29.56 METERS (97.0 FT)
 FH0912'NORTHEAST OF THE CENTER OF THE WESTBOUND LANES, 34.44 METERS
 FH0912'(113.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE NORTH END OF A
 FH0912'CONCRETE HEADWALL OF THE CULVERT UNDER THE WESTBOUND LANES,
 FH0912'18.59 METERS (61.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD,
 FH0912'13.04 METERS (42.8 FT) NORTH-NORTHWEST OF THE CORNER FENCE POST AT THE
 FH0912'TURN IN THE RIGHT-OF-WAY FENCE, AND 0.3 METER (1.0 FT) SOUTHWEST OF
 FH0912'THE RIGHT-OF-WAY FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN
 FH0912'ROCK.
 FH0912'THE MARK IS 0.36 METERS  S FROM A WITNESS POST.
 FH0912'THE MARK IS 0.6 M BELOW WESTBOUND LANES.
 FH0912
 FH0912                          STATION RECOVERY (1988)
 FH0912
 FH0912'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0912'RECOVERED IN GOOD CONDITION.
 FH0912
 FH0912                          STATION RECOVERY (1989)
 FH0912
 FH0912'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0912'RECOVERED IN GOOD CONDITION.
 FH0912
 FH0912                          STATION RECOVERY (1990)
 FH0912
 FH0912'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0912'RECOVERED IN GOOD CONDITION.
 FH0912
 FH0912                          STATION RECOVERY (2002)
 FH0912
 FH0912'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0866 ***********************************************************************
 FH0866  DESIGNATION -  D 201
 FH0866  PID         -  FH0866
 FH0866  STATE/COUNTY-  OK/MCINTOSH
 FH0866  COUNTRY     -  US
 FH0866  USGS QUAD   -  CHECOTAH (2018)
 FH0866
 FH0866                         *CURRENT SURVEY CONTROL
 FH0866  ______________________________________________________________________
 FH0866* NAD 83(1986) POSITION- 35 27 31.     (N) 095 32 39.     (W)   SCALED
 FH0866* NAVD 88 ORTHO HEIGHT -   203.468 (meters)      667.54  (feet) ADJUSTED
 FH0866  ______________________________________________________________________
 FH0866  GEOID HEIGHT    -        -29.778 (meters)                     GEOID18
 FH0866  DYNAMIC HEIGHT  -        203.277 (meters)      666.92  (feet) COMP
 FH0866  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 FH0866
 FH0866  VERT ORDER      -  FIRST     CLASS II
 FH0866
 FH0866.The horizontal coordinates were scaled from a map and have
 FH0866.an estimated accuracy of +/- 6 seconds.
 FH0866
 FH0866.The orthometric height was determined by differential leveling and
 FH0866.adjusted by the NATIONAL GEODETIC SURVEY
 FH0866.in June 1991.
 FH0866
 FH0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0866.GEOID18 height accuracy estimate available here.
 FH0866
 FH0866.Click photographs - Photos may exist for this station.
 FH0866
 FH0866.The dynamic height is computed by dividing the NAVD 88
 FH0866.geopotential number by the normal gravity value computed on the
 FH0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0866.degrees latitude (g = 980.6199 gals.).
 FH0866
 FH0866.The modeled gravity was interpolated from observed gravity values.
 FH0866
 FH0866;                    North         East    Units  Estimated Accuracy
 FH0866;SPC OK S     -   238,470.      822,920.      MT  (+/- 180 meters Scaled)
 FH0866
 FH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV691268(NAD 83)
 FH0866
 FH0866                          SUPERSEDED SURVEY CONTROL
 FH0866
 FH0866.No superseded survey control is available for this station.
 FH0866
 FH0866_MARKER: DV = VERTICAL CONTROL DISK
 FH0866_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0866_SP_SET: BRIDGE PIER
 FH0866_STAMPING: D 201 1984
 FH0866_MARK LOGO: NGS
 FH0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0866
 FH0866  HISTORY     - Date     Condition        Report By
 FH0866  HISTORY     - 1984     MONUMENTED       NGS
 FH0866  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FH0866  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FH0866  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0866
 FH0866                          STATION DESCRIPTION
 FH0866
 FH0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0866'1.4 KM (0.85 MI) WEST FROM CHECOTAH.
 FH0866'1.4 KM (0.85 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0866'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET VERTICALLY
 FH0866'IN THE SOUTHEAST FACE OF THE EASTERNMOST ONE OF THREE BRIDGE PIERS OF
 FH0866'U.S. HIGHWAY 69 SOUTHBOUND OVERPASS, ABOUT 0.3 KM (0.2 MI) WEST OF
 FH0866'MILEPOST NUMBER 265, 17.7 METERS (58.0 FT) NORTH OF THE CENTERLINE OF
 FH0866'INTERSTATE 40 EASTBOUND LANES, 19.2 METERS (63.0 FT) SOUTH OF THE
 FH0866'CENTERLINE OF INTERSTATE 40 WESTBOUND LANES, AND 20.4 METERS (67.0 FT)
 FH0866'WEST OF THE WESTERNMOST ONE OF THREE BRIDGE PIERS OF U.S. HIGHWAY 69
 FH0866'NORTH.
 FH0866'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 FH0866'THE MARK IS 0.3 M ABOVE INTERSTATE 40 EASTBOUND.
 FH0866
 FH0866                          STATION RECOVERY (1988)
 FH0866
 FH0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0866'MARK NOT FOUND.
 FH0866
 FH0866                          STATION RECOVERY (1989)
 FH0866
 FH0866'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0866'MARK NOT FOUND.
 FH0866
 FH0866                          STATION RECOVERY (1990)
 FH0866
 FH0866'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1310 ***********************************************************************
 GL1310  DESIGNATION -  D 202
 GL1310  PID         -  GL1310
 GL1310  STATE/COUNTY-  OK/CIMARRON
 GL1310  COUNTRY     -  US
 GL1310  USGS QUAD   -  BOISE CITY SE (2018)
 GL1310
 GL1310                         *CURRENT SURVEY CONTROL
 GL1310  ______________________________________________________________________
 GL1310* NAD 83(1986) POSITION- 36 32 22.     (N) 102 33 11.     (W)   SCALED
 GL1310* NAVD 88 ORTHO HEIGHT -  1266.297 (meters)     4154.51  (feet) ADJUSTED
 GL1310  ______________________________________________________________________
 GL1310  GEOID HEIGHT    -        -23.840 (meters)                     GEOID18
 GL1310  DYNAMIC HEIGHT  -       1264.887 (meters)     4149.88  (feet) COMP
 GL1310  MODELED GRAVITY -    979,473.7   (mgal)                       NAVD 88
 GL1310
 GL1310  VERT ORDER      -  FIRST     CLASS II
 GL1310
 GL1310.The horizontal coordinates were scaled from a map and have
 GL1310.an estimated accuracy of +/- 6 seconds.
 GL1310
 GL1310.The orthometric height was determined by differential leveling and
 GL1310.adjusted by the NATIONAL GEODETIC SURVEY
 GL1310.in June 1991.
 GL1310
 GL1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1310.GEOID18 height accuracy estimate available here.
 GL1310
 GL1310.Click photographs - Photos may exist for this station.
 GL1310
 GL1310.The dynamic height is computed by dividing the NAVD 88
 GL1310.geopotential number by the normal gravity value computed on the
 GL1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1310.degrees latitude (g = 980.6199 gals.).
 GL1310
 GL1310.The modeled gravity was interpolated from observed gravity values.
 GL1310
 GL1310;                    North         East    Units  Estimated Accuracy
 GL1310;SPC OK N     -   180,370.      192,460.      MT  (+/- 180 meters Scaled)
 GL1310
 GL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA190465(NAD 83)
 GL1310
 GL1310                          SUPERSEDED SURVEY CONTROL
 GL1310
 GL1310.No superseded survey control is available for this station.
 GL1310
 GL1310_MARKER: I = METAL ROD
 GL1310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1310_STAMPING: D 202 1985
 GL1310_MARK LOGO: NGS
 GL1310_PROJECTION: FLUSH
 GL1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1310_ROD/PIPE-DEPTH: 9.4 meters
 GL1310
 GL1310  HISTORY     - Date     Condition        Report By
 GL1310  HISTORY     - 1985     MONUMENTED       NGS
 GL1310  HISTORY     - 20071010 POOR             INDIV
 GL1310
 GL1310                          STATION DESCRIPTION
 GL1310
 GL1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1310'22.7 KM (14.1 MI) SOUTH FROM BOISE CITY.
 GL1310'22.7 KM (14.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1310'IN BOISE CITY, 0.6 KM (0.35 MI) SOUTH OF THE INTERSECTION OF A DIRT
 GL1310'ROAD LEADING EAST, 30.3 M (99.4 FT) SOUTH OF THE CENTER OF A TRACK
 GL1310'ROAD LEADING TO A WELL, 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF THE
 GL1310'HIGHWAY, AND M (2.3 FT) NORTH OF A UTILITY POLE. NOTE--ACCESS TO DATUM
 GL1310'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1310'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GL1310'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GL1310
 GL1310                          STATION RECOVERY (2007)
 GL1310
 GL1310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SGK)
 GL1310'FOUND IN POOR CONDITION.  THE 5-INCH VALUT HAS BEEN TIPPED TO THE
 GL1310'WEST-SOUTHWEST ENOUGH THAT THE TOP OF THE STAINLESS STEEL ROD IS IN
 GL1310'CONTACT WITH THE INNER WALL.
 GL1310'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1108 ***********************************************************************
 DM1108  DESIGNATION -  D 203
 DM1108  PID         -  DM1108
 DM1108  STATE/COUNTY-  OK/MCCURTAIN
 DM1108  COUNTRY     -  US
 DM1108  USGS QUAD   -  TOM (2019)
 DM1108
 DM1108                         *CURRENT SURVEY CONTROL
 DM1108  ______________________________________________________________________
 DM1108* NAD 83(1986) POSITION- 33 44 38.     (N) 094 31 38.     (W)   SCALED
 DM1108* NAVD 88 ORTHO HEIGHT -   108.998 (meters)      357.60  (feet) ADJUSTED
 DM1108  ______________________________________________________________________
 DM1108  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 DM1108  DYNAMIC HEIGHT  -        108.885 (meters)      357.23  (feet) COMP
 DM1108  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 DM1108
 DM1108  VERT ORDER      -  FIRST     CLASS II
 DM1108
 DM1108.The horizontal coordinates were scaled from a map and have
 DM1108.an estimated accuracy of +/- 6 seconds.
 DM1108
 DM1108.The orthometric height was determined by differential leveling and
 DM1108.adjusted by the NATIONAL GEODETIC SURVEY
 DM1108.in June 1991.
 DM1108
 DM1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1108.GEOID18 height accuracy estimate available here.
 DM1108
 DM1108.Click photographs - Photos may exist for this station.
 DM1108
 DM1108.The dynamic height is computed by dividing the NAVD 88
 DM1108.geopotential number by the normal gravity value computed on the
 DM1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1108.degrees latitude (g = 980.6199 gals.).
 DM1108
 DM1108.The modeled gravity was interpolated from observed gravity values.
 DM1108
 DM1108;                    North         East    Units  Estimated Accuracy
 DM1108;SPC OK S     -    51,080.      921,740.      MT  (+/- 180 meters Scaled)
 DM1108
 DM1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT585348(NAD 83)
 DM1108
 DM1108                          SUPERSEDED SURVEY CONTROL
 DM1108
 DM1108.No superseded survey control is available for this station.
 DM1108
 DM1108_MARKER: I = METAL ROD
 DM1108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1108_STAMPING: D 203 1986
 DM1108_MARK LOGO: NGS
 DM1108_PROJECTION: FLUSH
 DM1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1108_ROD/PIPE-DEPTH: 4.9 meters
 DM1108
 DM1108  HISTORY     - Date     Condition        Report By
 DM1108  HISTORY     - 1986     MONUMENTED       NGS
 DM1108
 DM1108                          STATION DESCRIPTION
 DM1108
 DM1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1108'13.5 KM (8.4 MI) WEST FROM FOREMAN AR.
 DM1108'13.5 KM (8.4 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1108'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1108'15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M
 DM1108'(4.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1108'THROUGH A 5-INCH LOGO CAP.
 DM1108'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DM1108'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0812 ***********************************************************************
 FJ0812  DESIGNATION -  D 204
 FJ0812  PID         -  FJ0812
 FJ0812  STATE/COUNTY-  OK/CANADIAN
 FJ0812  COUNTRY     -  US
 FJ0812  USGS QUAD   -  EL RENO (2018)
 FJ0812
 FJ0812                         *CURRENT SURVEY CONTROL
 FJ0812  ______________________________________________________________________
 FJ0812* NAD 83(1986) POSITION- 35 34 51.     (N) 097 57 31.     (W)   SCALED
 FJ0812* NAVD 88 ORTHO HEIGHT -   401.741 (meters)     1318.05  (feet) ADJUSTED
 FJ0812  ______________________________________________________________________
 FJ0812  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FJ0812  DYNAMIC HEIGHT  -        401.353 (meters)     1316.77  (feet) COMP
 FJ0812  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 FJ0812
 FJ0812  VERT ORDER      -  FIRST     CLASS II
 FJ0812
 FJ0812.The horizontal coordinates were scaled from a map and have
 FJ0812.an estimated accuracy of +/- 6 seconds.
 FJ0812
 FJ0812.The orthometric height was determined by differential leveling and
 FJ0812.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0812.in June 1991.
 FJ0812
 FJ0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0812.GEOID18 height accuracy estimate available here.
 FJ0812
 FJ0812.Click photographs - Photos may exist for this station.
 FJ0812
 FJ0812.The dynamic height is computed by dividing the NAVD 88
 FJ0812.geopotential number by the normal gravity value computed on the
 FJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0812.degrees latitude (g = 980.6199 gals.).
 FJ0812
 FJ0812.The modeled gravity was interpolated from observed gravity values.
 FJ0812
 FJ0812;                    North         East    Units  Estimated Accuracy
 FJ0812;SPC OK N     -    64,450.      603,750.      MT  (+/- 180 meters Scaled)
 FJ0812
 FJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE943379(NAD 83)
 FJ0812
 FJ0812                          SUPERSEDED SURVEY CONTROL
 FJ0812
 FJ0812  NGVD 29 (04/22/92)  401.569  (m)         1317.48   (f) ADJUSTED    1 2
 FJ0812
 FJ0812.Superseded values are not recommended for survey control.
 FJ0812
 FJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0812.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0812
 FJ0812_MARKER: I = METAL ROD
 FJ0812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0812_STAMPING: D 204 1985
 FJ0812_MARK LOGO: NGS
 FJ0812_PROJECTION: FLUSH
 FJ0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0812_ROD/PIPE-DEPTH: 12.5 meters
 FJ0812
 FJ0812  HISTORY     - Date     Condition        Report By
 FJ0812  HISTORY     - 1985     MONUMENTED       NGS
 FJ0812
 FJ0812                          STATION DESCRIPTION
 FJ0812
 FJ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0812'5.2 KM (3.25 MI) NORTH FROM EL RENO.
 FJ0812'5.18 KM (3.22 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0812'COURTHOUSE AT EL RENO, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 FJ0812'GRAVEL SECTION LINE ROAD, 2.11 KM (1.31 MI) SOUTH OF THE Y JUNCTION OF
 FJ0812'A PAVED ROAD LEADING NORTHWEST TO CONCHO, 23.3 METERS (76.5 FT) EAST
 FJ0812'OF THE HIGHWAY CENTERLINE, 50.9 METERS (167 FT) NORTH OF THE CENTER OF
 FJ0812'THE ROAD, 25.9 METERS (85 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 FJ0812'TRIPLE CONCRETE BOX CULVERT, 11.6 METER (38 FT) NORTH OF A BURIED GAS
 FJ0812'PIPELINE AND 0.2 METER (0.8 FT) WEST OF THE RIGHT OF WAY FENCE.
 FJ0812'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0812'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0812'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0559 ***********************************************************************
 GH0559  DESIGNATION -  D 205
 GH0559  PID         -  GH0559
 GH0559  STATE/COUNTY-  OK/GARFIELD
 GH0559  COUNTRY     -  US
 GH0559  USGS QUAD   -  ENID WEST (2018)
 GH0559
 GH0559                         *CURRENT SURVEY CONTROL
 GH0559  ______________________________________________________________________
 GH0559* NAD 83(1986) POSITION- 36 25 08.     (N) 097 53 25.     (W)   SCALED
 GH0559* NAVD 88 ORTHO HEIGHT -   384.949 (meters)     1262.95  (feet) ADJUSTED
 GH0559  ______________________________________________________________________
 GH0559  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 GH0559  DYNAMIC HEIGHT  -        384.611 (meters)     1261.84  (feet) COMP
 GH0559  MODELED GRAVITY -    979,742.7   (mgal)                       NAVD 88
 GH0559
 GH0559  VERT ORDER      -  FIRST     CLASS II
 GH0559
 GH0559.The horizontal coordinates were scaled from a map and have
 GH0559.an estimated accuracy of +/- 6 seconds.
 GH0559
 GH0559.The orthometric height was determined by differential leveling and
 GH0559.adjusted by the NATIONAL GEODETIC SURVEY
 GH0559.in June 1991.
 GH0559
 GH0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0559.GEOID18 height accuracy estimate available here.
 GH0559
 GH0559.Click photographs - Photos may exist for this station.
 GH0559
 GH0559.The dynamic height is computed by dividing the NAVD 88
 GH0559.geopotential number by the normal gravity value computed on the
 GH0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0559.degrees latitude (g = 980.6199 gals.).
 GH0559
 GH0559.The modeled gravity was interpolated from observed gravity values.
 GH0559
 GH0559;                    North         East    Units  Estimated Accuracy
 GH0559;SPC OK N     -   157,440.      609,840.      MT  (+/- 180 meters Scaled)
 GH0559
 GH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF994309(NAD 83)
 GH0559
 GH0559                          SUPERSEDED SURVEY CONTROL
 GH0559
 GH0559  NGVD 29 (04/22/92)  384.774  (m)         1262.38   (f) ADJUSTED    1 2
 GH0559
 GH0559.Superseded values are not recommended for survey control.
 GH0559
 GH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0559.See file dsdata.pdf to determine how the superseded data were derived.
 GH0559
 GH0559_MARKER: I = METAL ROD
 GH0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0559_STAMPING: D 205 1985
 GH0559_MARK LOGO: NGS
 GH0559_PROJECTION: FLUSH
 GH0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0559+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2017
 GH0559_ROD/PIPE-DEPTH: 12.8 meters
 GH0559
 GH0559  HISTORY     - Date     Condition        Report By
 GH0559  HISTORY     - 1985     MONUMENTED       NGS
 GH0559  HISTORY     - 20091201 GOOD             INDIV
 GH0559  HISTORY     - 20170119 GOOD             INDIV
 GH0559
 GH0559                          STATION DESCRIPTION
 GH0559
 GH0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0559'IN ENID.
 GH0559'IN ENID, ABOUT 106.7 METERS (350 FT) SOUTH OF THE JUNCTION OF WILLOW
 GH0559'AVENUE AND FRONTAGE ROAD OF VAN BUREN STREET (US HIGHWAY 81), AT THE
 GH0559'WEST EDGE OF THE INTERCONTINENTAL IMPORTS (TOYOTA DEALER) PROPERTY,
 GH0559'2.7 METERS (9 FT) EAST OF THE EAST CURB OF THE FRONTAGE ROAD,
 GH0559'19.9 METERS (65.2 FT) WEST OF THE SOUTHWEST CORNER OF THE IMPORTS
 GH0559'BUILDING, 14.6 METERS (48 FT) SOUTHWEST OF A LARGE METAL TOYOTA SIGN
 GH0559'POST, 4.9 METERS (16 FT) SOUTH OF A METAL GAS VENT PIPE, 2.1 METERS
 GH0559'(6.9 FT) WEST-SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE BASE FOR A
 GH0559'STREET LITE, 1.7 METERS (5.7 FT) EAST OF A FIRE HYDRANT, 0.6 METER (2
 GH0559'FT) NORTH OF A POWER POLE AND 0.3 METERS (1 FT) WEST OF AN IRON
 GH0559'RAILING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0559'CAP.
 GH0559'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 GH0559'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 GH0559
 GH0559                          STATION RECOVERY (2009)
 GH0559
 GH0559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0559'WITNESS POST IS MISSING.
 GH0559
 GH0559                          STATION RECOVERY (2017)
 GH0559
 GH0559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RLJ)
 GH0559'DESCRIPTION IS ADEQUATE, NEXT TO A POWER POLE AND CAR DEALER IS NOW A
 GH0559'
 GH0559'POOL DEALER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0588 ***********************************************************************
 GH0588  DESIGNATION -  D 206
 GH0588  PID         -  GH0588
 GH0588  STATE/COUNTY-  OK/GRANT
 GH0588  COUNTRY     -  US
 GH0588  USGS QUAD   -  MEDFORD (2018)
 GH0588
 GH0588                         *CURRENT SURVEY CONTROL
 GH0588  ______________________________________________________________________
 GH0588* NAD 83(1986) POSITION- 36 48 31.2    (N) 097 44 04.1    (W)   HD_HELD2
 GH0588* NAVD 88 ORTHO HEIGHT -   335.080 (meters)     1099.34  (feet) ADJUSTED
 GH0588  ______________________________________________________________________
 GH0588  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 GH0588  DYNAMIC HEIGHT  -        334.800 (meters)     1098.42  (feet) COMP
 GH0588  MODELED GRAVITY -    979,786.3   (mgal)                       NAVD 88
 GH0588
 GH0588  VERT ORDER      -  FIRST     CLASS II
 GH0588
 GH0588.The horizontal coordinates were established by autonomous hand held GPS
 GH0588.observations and have an estimated accuracy of +/- 10 meters.
 GH0588
 GH0588.The orthometric height was determined by differential leveling and
 GH0588.adjusted by the NATIONAL GEODETIC SURVEY
 GH0588.in June 1991.
 GH0588
 GH0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0588.GEOID18 height accuracy estimate available here.
 GH0588
 GH0588.Click photographs - Photos may exist for this station.
 GH0588
 GH0588.The dynamic height is computed by dividing the NAVD 88
 GH0588.geopotential number by the normal gravity value computed on the
 GH0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0588.degrees latitude (g = 980.6199 gals.).
 GH0588
 GH0588.The modeled gravity was interpolated from observed gravity values.
 GH0588
 GH0588;                    North         East    Units  Estimated Accuracy
 GH0588;SPC OK N     -   200,717.      623,694.      MT  (+/- 10 meters HH2 GPS)
 GH0588
 GH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1288574394(NAD 83)
 GH0588
 GH0588                          SUPERSEDED SURVEY CONTROL
 GH0588
 GH0588.No superseded survey control is available for this station.
 GH0588
 GH0588_MARKER: DV = VERTICAL CONTROL DISK
 GH0588_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GH0588_SP_SET: BUILDING
 GH0588_STAMPING: D 206 1985
 GH0588_MARK LOGO: NGS
 GH0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0588+STABILITY: POSITION/ELEVATION WELL
 GH0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0588+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0588
 GH0588  HISTORY     - Date     Condition        Report By
 GH0588  HISTORY     - 1985     MONUMENTED       NGS
 GH0588  HISTORY     - 20090528 GOOD             OKDOT
 GH0588
 GH0588                          STATION DESCRIPTION
 GH0588
 GH0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0588'IN MEDFORD.
 GH0588'IN MEDFORD, VERTICAL IN THE WEST FACE AT THE NORTHWEST CORNER OF THE
 GH0588'GRANT COUNTY COURTHOUSE, 45.6 METERS (149.5 FT) EAST OF THE CENTER OF
 GH0588'MAIN STREET, 14.2 METERS (46.5 FT) WEST OF THE NORTH ENTRANCE AND 8.8
 GH0588'METERS (29 FT) SOUTHWEST OF A 2 FOOT THICK COTTONWOOD TREE.
 GH0588'THE MARK IS 1.0 M ABOVE THE GROUND.
 GH0588
 GH0588                          STATION RECOVERY (2009)
 GH0588
 GH0588'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0594 ***********************************************************************
 GH0594  DESIGNATION -  D 207
 GH0594  PID         -  GH0594
 GH0594  STATE/COUNTY-  OK/KINGFISHER
 GH0594  COUNTRY     -  US
 GH0594  USGS QUAD   -  HENNESSEY (2018)
 GH0594
 GH0594                         *CURRENT SURVEY CONTROL
 GH0594  ______________________________________________________________________
 GH0594* NAD 83(1986) POSITION- 36 05 53.     (N) 097 53 57.     (W)   SCALED
 GH0594* NAVD 88 ORTHO HEIGHT -   349.618 (meters)     1147.04  (feet) ADJUSTED
 GH0594  ______________________________________________________________________
 GH0594  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 GH0594  DYNAMIC HEIGHT  -        349.304 (meters)     1146.01  (feet) COMP
 GH0594  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 GH0594
 GH0594  VERT ORDER      -  FIRST     CLASS II
 GH0594
 GH0594.The horizontal coordinates were scaled from a map and have
 GH0594.an estimated accuracy of +/- 6 seconds.
 GH0594
 GH0594.The orthometric height was determined by differential leveling and
 GH0594.adjusted by the NATIONAL GEODETIC SURVEY
 GH0594.in June 1991.
 GH0594
 GH0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0594.GEOID18 height accuracy estimate available here.
 GH0594
 GH0594.Click photographs - Photos may exist for this station.
 GH0594
 GH0594.The dynamic height is computed by dividing the NAVD 88
 GH0594.geopotential number by the normal gravity value computed on the
 GH0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0594.degrees latitude (g = 980.6199 gals.).
 GH0594
 GH0594.The modeled gravity was interpolated from observed gravity values.
 GH0594
 GH0594;                    North         East    Units  Estimated Accuracy
 GH0594;SPC OK N     -   121,840.      609,080.      MT  (+/- 180 meters Scaled)
 GH0594
 GH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE990953(NAD 83)
 GH0594
 GH0594                          SUPERSEDED SURVEY CONTROL
 GH0594
 GH0594  NGVD 29 (04/22/92)  349.447  (m)         1146.48   (f) ADJUSTED    1 2
 GH0594
 GH0594.Superseded values are not recommended for survey control.
 GH0594
 GH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0594.See file dsdata.pdf to determine how the superseded data were derived.
 GH0594
 GH0594_MARKER: I = METAL ROD
 GH0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0594_STAMPING: D 207 1985
 GH0594_MARK LOGO: NGS
 GH0594_PROJECTION: FLUSH
 GH0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0594_ROD/PIPE-DEPTH: 7.3 meters
 GH0594
 GH0594  HISTORY     - Date     Condition        Report By
 GH0594  HISTORY     - 1985     MONUMENTED       NGS
 GH0594
 GH0594                          STATION DESCRIPTION
 GH0594
 GH0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0594'1.0 KM (0.6 MI) SOUTH FROM HENNESSEY.
 GH0594'1.04 KM (0.64 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0594'HENNESSEY, AT THE SOUTHEAST CORNER OF BULLFOOT PARK, 0.14 KM (0.09 MI)
 GH0594'SOUTH OF THE T JUNCTION OF NINTH STREET LEADING WEST, 20.9 METERS
 GH0594'(68.5 FT) WEST OF THE HIGHWAY CENTERLINE, 72.5 METERS (238 FT) SOUTH
 GH0594'OF THE SOUTHWEST CORNER OF A 6 BY 6 FOOT CONCRETE BOX CULVERT,
 GH0594'10.5 METERS (34.3 FT) NORTH OF A POWER POLE WITH ONE GUY WIRE, 7.9
 GH0594'METERS (26 FT) SOUTH OF THE NORTH END OF A 3-INCH IRON PIPE FENCE, 0.8
 GH0594'METER (2.5 FT) NORTH OF THE NORTH END OF AN IRON GATE IN THE PIPE
 GH0594'FENCE AND 0.3 METER (1 FT) EAST OF THE PIPE FENCE.  NOTE--ACCESS TO
 GH0594'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0594'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0594'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0767 ***********************************************************************
 EK0767  DESIGNATION -  D 208
 EK0767  PID         -  EK0767
 EK0767  STATE/COUNTY-  OK/MCCURTAIN
 EK0767  COUNTRY     -  US
 EK0767  USGS QUAD   -  WRIGHT CITY (2018)
 EK0767
 EK0767                         *CURRENT SURVEY CONTROL
 EK0767  ______________________________________________________________________
 EK0767* NAD 83(1986) POSITION- 34 00 23.     (N) 095 07 18.     (W)   SCALED
 EK0767* NAVD 88 ORTHO HEIGHT -   148.433 (meters)      486.98  (feet) ADJUSTED
 EK0767  ______________________________________________________________________
 EK0767  GEOID HEIGHT    -        -28.711 (meters)                     GEOID18
 EK0767  DYNAMIC HEIGHT  -        148.278 (meters)      486.48  (feet) COMP
 EK0767  MODELED GRAVITY -    979,593.5   (mgal)                       NAVD 88
 EK0767
 EK0767  VERT ORDER      -  FIRST     CLASS II
 EK0767
 EK0767.The horizontal coordinates were scaled from a map and have
 EK0767.an estimated accuracy of +/- 6 seconds.
 EK0767
 EK0767.The orthometric height was determined by differential leveling and
 EK0767.adjusted by the NATIONAL GEODETIC SURVEY
 EK0767.in June 1991.
 EK0767
 EK0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0767.GEOID18 height accuracy estimate available here.
 EK0767
 EK0767.Click photographs - Photos may exist for this station.
 EK0767
 EK0767.The dynamic height is computed by dividing the NAVD 88
 EK0767.geopotential number by the normal gravity value computed on the
 EK0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0767.degrees latitude (g = 980.6199 gals.).
 EK0767
 EK0767.The modeled gravity was interpolated from observed gravity values.
 EK0767
 EK0767;                    North         East    Units  Estimated Accuracy
 EK0767;SPC OK S     -    78,450.      865,860.      MT  (+/- 180 meters Scaled)
 EK0767
 EK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT040648(NAD 83)
 EK0767
 EK0767                          SUPERSEDED SURVEY CONTROL
 EK0767
 EK0767.No superseded survey control is available for this station.
 EK0767
 EK0767_MARKER: I = METAL ROD
 EK0767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EK0767_STAMPING: D 208 1986
 EK0767_MARK LOGO: NGS
 EK0767_PROJECTION: FLUSH
 EK0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0767+STABILITY: POSITION/ELEVATION WELL
 EK0767_ROD/PIPE-DEPTH: 12.2 meters
 EK0767_SLEEVE-DEPTH  : 11.9 meters
 EK0767
 EK0767  HISTORY     - Date     Condition        Report By
 EK0767  HISTORY     - 1986     MONUMENTED       NGS
 EK0767
 EK0767                          STATION DESCRIPTION
 EK0767
 EK0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0767'31.9 KM (19.8 MI) WEST FROM IDABEL.
 EK0767'31.9 KM (19.8 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0767'WITH U.S. HIGHWAY 259 IN IDABEL, NEAR THE NORTHWEST CORNER OF THE
 EK0767'VALLIANT CEMETERY, 48.0 M (157.5 FT) SOUTH OF THE CENTERLINE OF THE
 EK0767'HIGHWAY, 16.2 M (53.1 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 EK0767'NORTHERN RAILROAD, 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF A PAVED
 EK0767'ROAD, 6.1 M (20.0 FT) NORTH OF A 3 FOOT OAK TREE, AND 3.0 M (9.8 FT)
 EK0767'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM
 EK0767'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0767'THE MARK IS 1.5 M BELOW THE PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0784 ***********************************************************************
 EK0784  DESIGNATION -  D 209
 EK0784  PID         -  EK0784
 EK0784  STATE/COUNTY-  OK/CHOCTAW
 EK0784  COUNTRY     -  US
 EK0784  USGS QUAD   -  HUGO (2019)
 EK0784
 EK0784                         *CURRENT SURVEY CONTROL
 EK0784  ______________________________________________________________________
 EK0784* NAD 83(1986) POSITION- 34 00 36.     (N) 095 30 07.     (W)   SCALED
 EK0784* NAVD 88 ORTHO HEIGHT -   161.427 (meters)      529.62  (feet) ADJUSTED
 EK0784  ______________________________________________________________________
 EK0784  GEOID HEIGHT    -        -29.046 (meters)                     GEOID18
 EK0784  DYNAMIC HEIGHT  -        161.254 (meters)      529.05  (feet) COMP
 EK0784  MODELED GRAVITY -    979,565.0   (mgal)                       NAVD 88
 EK0784
 EK0784  VERT ORDER      -  FIRST     CLASS II
 EK0784
 EK0784.The horizontal coordinates were scaled from a map and have
 EK0784.an estimated accuracy of +/- 6 seconds.
 EK0784
 EK0784.The orthometric height was determined by differential leveling and
 EK0784.adjusted by the NATIONAL GEODETIC SURVEY
 EK0784.in June 1991.
 EK0784
 EK0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0784.GEOID18 height accuracy estimate available here.
 EK0784
 EK0784.Click photographs - Photos may exist for this station.
 EK0784
 EK0784.The dynamic height is computed by dividing the NAVD 88
 EK0784.geopotential number by the normal gravity value computed on the
 EK0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0784.degrees latitude (g = 980.6199 gals.).
 EK0784
 EK0784.The modeled gravity was interpolated from observed gravity values.
 EK0784
 EK0784;                    North         East    Units  Estimated Accuracy
 EK0784;SPC OK S     -    77,910.      830,730.      MT  (+/- 180 meters Scaled)
 EK0784
 EK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT689660(NAD 83)
 EK0784
 EK0784                          SUPERSEDED SURVEY CONTROL
 EK0784
 EK0784.No superseded survey control is available for this station.
 EK0784
 EK0784_MARKER: I = METAL ROD
 EK0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0784_STAMPING: D 209 1986
 EK0784_MARK LOGO: NGS
 EK0784_PROJECTION: RECESSED 1 CENTIMETERS
 EK0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0784_ROD/PIPE-DEPTH: 7.3 meters
 EK0784
 EK0784  HISTORY     - Date     Condition        Report By
 EK0784  HISTORY     - 1986     MONUMENTED       NGS
 EK0784
 EK0784                          STATION DESCRIPTION
 EK0784
 EK0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0784'IN HUGO.
 EK0784'IN HUGO, AT THE INTERSECTION OF U.S. HIGHWAY 70 (EAST JACKSON STREET)
 EK0784'AND WEST 10TH STREET, 39.3 M (128.9 FT) SOUTH OF THE CENTERLINE OF THE
 EK0784'HIGHWAY, 18.5 M (60.7 FT) NORTH OF THE CENTER OF AN ALLEY, 6.8 M (22.3
 EK0784'FT) WEST OF THE CENTER OF THE STREET, 6.6 M (21.7 FT) NORTH OF THE
 EK0784'CENTER OF A WATER METER COVER, 4.2 M (13.8 FT) SOUTH OF A FENCE
 EK0784'CORNER, AND 0.3 M (1.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 EK0784'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0784'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1122 ***********************************************************************
 DM1122  DESIGNATION -  D 210
 DM1122  PID         -  DM1122
 DM1122  STATE/COUNTY-  OK/MCCURTAIN
 DM1122  COUNTRY     -  US
 DM1122  USGS QUAD   -  SHULTS (2019)
 DM1122
 DM1122                         *CURRENT SURVEY CONTROL
 DM1122  ______________________________________________________________________
 DM1122* NAD 83(1986) POSITION- 33 53 43.     (N) 094 41 47.     (W)   SCALED
 DM1122* NAVD 88 ORTHO HEIGHT -   112.010 (meters)      367.49  (feet) ADJUSTED
 DM1122  ______________________________________________________________________
 DM1122  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 DM1122  DYNAMIC HEIGHT  -        111.896 (meters)      367.11  (feet) COMP
 DM1122  MODELED GRAVITY -    979,617.9   (mgal)                       NAVD 88
 DM1122
 DM1122  VERT ORDER      -  FIRST     CLASS II
 DM1122
 DM1122.The horizontal coordinates were scaled from a map and have
 DM1122.an estimated accuracy of +/- 6 seconds.
 DM1122
 DM1122.The orthometric height was determined by differential leveling and
 DM1122.adjusted by the NATIONAL GEODETIC SURVEY
 DM1122.in June 1991.
 DM1122
 DM1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1122.GEOID18 height accuracy estimate available here.
 DM1122
 DM1122.Click photographs - Photos may exist for this station.
 DM1122
 DM1122.The dynamic height is computed by dividing the NAVD 88
 DM1122.geopotential number by the normal gravity value computed on the
 DM1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1122.degrees latitude (g = 980.6199 gals.).
 DM1122
 DM1122.The modeled gravity was interpolated from observed gravity values.
 DM1122
 DM1122;                    North         East    Units  Estimated Accuracy
 DM1122;SPC OK S     -    67,330.      905,530.      MT  (+/- 180 meters Scaled)
 DM1122
 DM1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT431518(NAD 83)
 DM1122
 DM1122                          SUPERSEDED SURVEY CONTROL
 DM1122
 DM1122.No superseded survey control is available for this station.
 DM1122
 DM1122_MARKER: I = METAL ROD
 DM1122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1122_STAMPING: D 210 1986
 DM1122_MARK LOGO: NGS
 DM1122_PROJECTION: FLUSH
 DM1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1122_ROD/PIPE-DEPTH: 3.7 meters
 DM1122
 DM1122  HISTORY     - Date     Condition        Report By
 DM1122  HISTORY     - 1986     MONUMENTED       NGS
 DM1122
 DM1122                          STATION DESCRIPTION
 DM1122
 DM1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1122'12.1 KM (7.5 MI) EAST FROM IDABEL.
 DM1122'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1122'U.S. HIGHWAY 259 IN IDABEL, THENCE 8.6 KM (5.35 MI) EASTERLY ALONG
 DM1122'STATE HIGHWAY 3, 0.9 KM (0.55 MI) EAST OF A HIGHWAY BRIDGE SPANNING
 DM1122'MUD CREEK, AT THE CREST OF A SMALL HILL, 36.8 M (120.7 FT) EAST OF A
 DM1122'UTILITY POLE, AND 14.5 M (47.6 FT) NORTH OF THE CENTERLINE OF THE
 DM1122'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 DM1122'CAP.
 DM1122'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1122'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0666 ***********************************************************************
 EL0666  DESIGNATION -  D 211
 EL0666  PID         -  EL0666
 EL0666  STATE/COUNTY-  OK/STEPHENS
 EL0666  COUNTRY     -  US
 EL0666  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0666
 EL0666                         *CURRENT SURVEY CONTROL
 EL0666  ______________________________________________________________________
 EL0666* NAD 83(1986) POSITION- 34 30 17.     (N) 097 57 15.     (W)   SCALED
 EL0666* NAVD 88 ORTHO HEIGHT -   343.327 (meters)     1126.40  (feet) ADJUSTED
 EL0666  ______________________________________________________________________
 EL0666  GEOID HEIGHT    -        -25.771 (meters)                     GEOID18
 EL0666  DYNAMIC HEIGHT  -        342.972 (meters)     1125.23  (feet) COMP
 EL0666  MODELED GRAVITY -    979,593.8   (mgal)                       NAVD 88
 EL0666
 EL0666  VERT ORDER      -  FIRST     CLASS II
 EL0666
 EL0666.The horizontal coordinates were scaled from a map and have
 EL0666.an estimated accuracy of +/- 6 seconds.
 EL0666
 EL0666.The orthometric height was determined by differential leveling and
 EL0666.adjusted by the NATIONAL GEODETIC SURVEY
 EL0666.in June 1991.
 EL0666
 EL0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0666.GEOID18 height accuracy estimate available here.
 EL0666
 EL0666.Click photographs - Photos may exist for this station.
 EL0666
 EL0666.The dynamic height is computed by dividing the NAVD 88
 EL0666.geopotential number by the normal gravity value computed on the
 EL0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0666.degrees latitude (g = 980.6199 gals.).
 EL0666
 EL0666.The modeled gravity was interpolated from observed gravity values.
 EL0666
 EL0666;                    North         East    Units  Estimated Accuracy
 EL0666;SPC OK S     -   129,940.      604,210.      MT  (+/- 180 meters Scaled)
 EL0666
 EL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND960186(NAD 83)
 EL0666
 EL0666                          SUPERSEDED SURVEY CONTROL
 EL0666
 EL0666.No superseded survey control is available for this station.
 EL0666
 EL0666_MARKER: I = METAL ROD
 EL0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0666_STAMPING: D 211 1986
 EL0666_MARK LOGO: NGS
 EL0666_PROJECTION: FLUSH
 EL0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0666_ROD/PIPE-DEPTH: 5.6 meters
 EL0666
 EL0666  HISTORY     - Date     Condition        Report By
 EL0666  HISTORY     - 1986     MONUMENTED       NGS
 EL0666
 EL0666                          STATION DESCRIPTION
 EL0666
 EL0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0666'IN DUNCAN.
 EL0666'IN DUNCAN, AT THE INTERSECTION OF NORTH 7TH STREET AND WEST ASH
 EL0666'STREET, 7.3 M (24.0 FT) WEST OF THE CENTER OF THE STREET, 5.8 M (19.0
 EL0666'FT) SOUTH OF THE CENTER OF THE AVENUE, 0.7 M (2.3 FT) SOUTH OF A
 EL0666'UTILITY POLE WITH 2 TRANSFORMERS, AND 0.6 M (2.0 FT) NORTHWEST OF A
 EL0666'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EL0666'LOGO CAP.
 EL0666'THE MARK IS 0.8 METERS  SSW FROM  A WITNESS POST
 EL0666'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0951 ***********************************************************************
 DN0951  DESIGNATION -  D 212
 DN0951  PID         -  DN0951
 DN0951  STATE/COUNTY-  OK/BRYAN
 DN0951  COUNTRY     -  US
 DN0951  USGS QUAD   -  ROBERTA (2018)
 DN0951
 DN0951                         *CURRENT SURVEY CONTROL
 DN0951  ______________________________________________________________________
 DN0951* NAD 83(1986) POSITION- 33 59 50.     (N) 096 15 35.     (W)   SCALED
 DN0951* NAVD 88 ORTHO HEIGHT -   180.247 (meters)      591.36  (feet) ADJUSTED
 DN0951  ______________________________________________________________________
 DN0951  GEOID HEIGHT    -        -26.692 (meters)                     GEOID18
 DN0951  DYNAMIC HEIGHT  -        180.063 (meters)      590.76  (feet) COMP
 DN0951  MODELED GRAVITY -    979,609.2   (mgal)                       NAVD 88
 DN0951
 DN0951  VERT ORDER      -  FIRST     CLASS II
 DN0951
 DN0951.The horizontal coordinates were scaled from a map and have
 DN0951.an estimated accuracy of +/- 6 seconds.
 DN0951
 DN0951.The orthometric height was determined by differential leveling and
 DN0951.adjusted by the NATIONAL GEODETIC SURVEY
 DN0951.in June 1991.
 DN0951
 DN0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0951.GEOID18 height accuracy estimate available here.
 DN0951
 DN0951.Click photographs - Photos may exist for this station.
 DN0951
 DN0951.The dynamic height is computed by dividing the NAVD 88
 DN0951.geopotential number by the normal gravity value computed on the
 DN0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0951.degrees latitude (g = 980.6199 gals.).
 DN0951
 DN0951.The modeled gravity was interpolated from observed gravity values.
 DN0951
 DN0951;                    North         East    Units  Estimated Accuracy
 DN0951;SPC OK S     -    75,030.      760,770.      MT  (+/- 180 meters Scaled)
 DN0951
 DN0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC531652(NAD 83)
 DN0951
 DN0951                          SUPERSEDED SURVEY CONTROL
 DN0951
 DN0951.No superseded survey control is available for this station.
 DN0951
 DN0951_MARKER: DV = VERTICAL CONTROL DISK
 DN0951_SETTING: 66 = SET IN ROCK OUTCROP
 DN0951_STAMPING: D 212 1986
 DN0951_MARK LOGO: NGS
 DN0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0951+STABILITY: POSITION/ELEVATION WELL
 DN0951
 DN0951  HISTORY     - Date     Condition        Report By
 DN0951  HISTORY     - 1986     MONUMENTED       NGS
 DN0951
 DN0951                          STATION DESCRIPTION
 DN0951
 DN0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0951'12.2 KM (7.6 MI) EAST FROM DURANT.
 DN0951'12.2 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DN0951'U.S. HIGHWAY 69 BUSINESS IN DURANT, IN AN EXPOSED AREA OF OUTCROPPING
 DN0951'BEDROCK, 36.4 M (119.4 FT) EAST OF UTILITY POLE NUMBER 710, 32.6 M
 DN0951'(107.0 FT) WEST OF UTILITY POLE NUMBER 711, 9.8 M (32.2 FT) SOUTH THE
 DN0951'CENTERLINE OF THE HIGHWAY, AND 9.4 M (30.8 FT) NORTH OF A FENCE.
 DN0951'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 DN0951'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0635 ***********************************************************************
 EL0635  DESIGNATION -  D 213
 EL0635  PID         -  EL0635
 EL0635  STATE/COUNTY-  OK/JEFFERSON
 EL0635  COUNTRY     -  US
 EL0635  USGS QUAD   -  RYAN (2019)
 EL0635
 EL0635                         *CURRENT SURVEY CONTROL
 EL0635  ______________________________________________________________________
 EL0635* NAD 83(1986) POSITION- 34 01 39.6    (N) 097 57 32.5    (W)   HD_HELD2
 EL0635* NAVD 88 ORTHO HEIGHT -   277.034 (meters)      908.90  (feet) ADJUSTED
 EL0635  ______________________________________________________________________
 EL0635  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 EL0635  DYNAMIC HEIGHT  -        276.744 (meters)      907.95  (feet) COMP
 EL0635  MODELED GRAVITY -    979,580.3   (mgal)                       NAVD 88
 EL0635
 EL0635  VERT ORDER      -  FIRST     CLASS II
 EL0635
 EL0635.The horizontal coordinates were established by autonomous hand held GPS
 EL0635.observations and have an estimated accuracy of +/- 10 meters.
 EL0635
 EL0635.The orthometric height was determined by differential leveling and
 EL0635.adjusted by the NATIONAL GEODETIC SURVEY
 EL0635.in June 1991.
 EL0635
 EL0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0635.GEOID18 height accuracy estimate available here.
 EL0635
 EL0635.Click photographs - Photos may exist for this station.
 EL0635
 EL0635.The dynamic height is computed by dividing the NAVD 88
 EL0635.geopotential number by the normal gravity value computed on the
 EL0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0635.degrees latitude (g = 980.6199 gals.).
 EL0635
 EL0635.The modeled gravity was interpolated from observed gravity values.
 EL0635
 EL0635;                    North         East    Units  Estimated Accuracy
 EL0635;SPC OK S     -    77,019.      603,784.      MT  (+/- 10 meters HH2 GPS)
 EL0635
 EL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9610265712(NAD 83)
 EL0635
 EL0635                          SUPERSEDED SURVEY CONTROL
 EL0635
 EL0635.No superseded survey control is available for this station.
 EL0635
 EL0635_MARKER: I = METAL ROD
 EL0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0635_STAMPING: D 213 1986
 EL0635_MARK LOGO: NGS
 EL0635_PROJECTION: FLUSH
 EL0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0635_ROD/PIPE-DEPTH: 8.2 meters
 EL0635
 EL0635  HISTORY     - Date     Condition        Report By
 EL0635  HISTORY     - 1986     MONUMENTED       NGS
 EL0635
 EL0635                          STATION DESCRIPTION
 EL0635
 EL0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0635'IN RYAN.
 EL0635'IN RYAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND SEMINOLE AVENUE,
 EL0635'0.8 KM (0.5 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 32, 20.1 M
 EL0635'(65.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.5 M (50.9 FT)
 EL0635'NORTH OF THE CENTER OF THE AVENUE, AND 6.2 M (20.3 FT) NORTH OF A
 EL0635'HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0635'THROUGH A 5-INCH LOGO CAP.
 EL0635'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0635'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0693 ***********************************************************************
 EL0693  DESIGNATION -  D 214
 EL0693  PID         -  EL0693
 EL0693  STATE/COUNTY-  OK/GRADY
 EL0693  COUNTRY     -  US
 EL0693  USGS QUAD   -  NINNEKAH (2018)
 EL0693
 EL0693                         *CURRENT SURVEY CONTROL
 EL0693  ______________________________________________________________________
 EL0693* NAD 83(1986) POSITION- 34 55 02.     (N) 097 57 07.     (W)   SCALED
 EL0693* NAVD 88 ORTHO HEIGHT -   369.480 (meters)     1212.20  (feet) ADJUSTED
 EL0693  ______________________________________________________________________
 EL0693  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 EL0693  DYNAMIC HEIGHT  -        369.112 (meters)     1210.99  (feet) COMP
 EL0693  MODELED GRAVITY -    979,629.3   (mgal)                       NAVD 88
 EL0693
 EL0693  VERT ORDER      -  FIRST     CLASS II
 EL0693
 EL0693.The horizontal coordinates were scaled from a map and have
 EL0693.an estimated accuracy of +/- 6 seconds.
 EL0693
 EL0693.The orthometric height was determined by differential leveling and
 EL0693.adjusted by the NATIONAL GEODETIC SURVEY
 EL0693.in June 1991.
 EL0693
 EL0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0693.GEOID18 height accuracy estimate available here.
 EL0693
 EL0693.Click photographs - Photos may exist for this station.
 EL0693
 EL0693.The dynamic height is computed by dividing the NAVD 88
 EL0693.geopotential number by the normal gravity value computed on the
 EL0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0693.degrees latitude (g = 980.6199 gals.).
 EL0693
 EL0693.The modeled gravity was interpolated from observed gravity values.
 EL0693
 EL0693;                    North         East    Units  Estimated Accuracy
 EL0693;SPC OK S     -   175,690.      604,390.      MT  (+/- 180 meters Scaled)
 EL0693
 EL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND957643(NAD 83)
 EL0693
 EL0693                          SUPERSEDED SURVEY CONTROL
 EL0693
 EL0693.No superseded survey control is available for this station.
 EL0693
 EL0693_MARKER: I = METAL ROD
 EL0693_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0693+WITH SETTING: INFORMATION.
 EL0693_STAMPING: D 214 1986
 EL0693_MARK LOGO: NGS
 EL0693_PROJECTION: FLUSH
 EL0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0693_ROD/PIPE-DEPTH: 2.5 meters
 EL0693
 EL0693  HISTORY     - Date     Condition        Report By
 EL0693  HISTORY     - 1986     MONUMENTED       NGS
 EL0693
 EL0693                          STATION DESCRIPTION
 EL0693
 EL0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0693'15.9 KM (9.9 MI) SOUTH FROM CHICKASHA.
 EL0693'15.9 KM (9.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0693'BUILDING IN CHICKASHA, 34.1 M (111.9 FT) EAST OF THE CENTERLINE OF THE
 EL0693'NORTH BOUND LANES OF THE HIGHWAY, 24.6 M (80.7 FT) NORTH OF A UTILITY
 EL0693'POLE, AND 1.2 M (3.9 FT) SOUTH OF THE MOST SOUTHERLY 1 OF 3 FENCE
 EL0693'BRACE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EL0693'CAP.
 EL0693'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0693'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0801 ***********************************************************************
 FJ0801  DESIGNATION -  D 215
 FJ0801  PID         -  FJ0801
 FJ0801  STATE/COUNTY-  OK/GRADY
 FJ0801  COUNTRY     -  US
 FJ0801  USGS QUAD   -  MINCO (2018)
 FJ0801
 FJ0801                         *CURRENT SURVEY CONTROL
 FJ0801  ______________________________________________________________________
 FJ0801* NAD 83(1986) POSITION- 35 20 16.     (N) 097 56 08.     (W)   SCALED
 FJ0801* NAVD 88 ORTHO HEIGHT -   390.885 (meters)     1282.43  (feet) ADJUSTED
 FJ0801  ______________________________________________________________________
 FJ0801  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 FJ0801  DYNAMIC HEIGHT  -        390.495 (meters)     1281.15  (feet) COMP
 FJ0801  MODELED GRAVITY -    979,626.4   (mgal)                       NAVD 88
 FJ0801
 FJ0801  VERT ORDER      -  FIRST     CLASS II
 FJ0801
 FJ0801.The horizontal coordinates were scaled from a map and have
 FJ0801.an estimated accuracy of +/- 6 seconds.
 FJ0801
 FJ0801.The orthometric height was determined by differential leveling and
 FJ0801.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0801.in June 1991.
 FJ0801
 FJ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0801.GEOID18 height accuracy estimate available here.
 FJ0801
 FJ0801.Click photographs - Photos may exist for this station.
 FJ0801
 FJ0801.The dynamic height is computed by dividing the NAVD 88
 FJ0801.geopotential number by the normal gravity value computed on the
 FJ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0801.degrees latitude (g = 980.6199 gals.).
 FJ0801
 FJ0801.The modeled gravity was interpolated from observed gravity values.
 FJ0801
 FJ0801;                    North         East    Units  Estimated Accuracy
 FJ0801;SPC OK S     -   222,350.      605,860.      MT  (+/- 180 meters Scaled)
 FJ0801
 FJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE967110(NAD 83)
 FJ0801
 FJ0801                          SUPERSEDED SURVEY CONTROL
 FJ0801
 FJ0801.No superseded survey control is available for this station.
 FJ0801
 FJ0801_MARKER: DV = VERTICAL CONTROL DISK
 FJ0801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0801_SP_SET: PIER
 FJ0801_STAMPING: D 215 1986
 FJ0801_MARK LOGO: NGS
 FJ0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0801+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 FJ0801
 FJ0801  HISTORY     - Date     Condition        Report By
 FJ0801  HISTORY     - 1986     MONUMENTED       NGS
 FJ0801  HISTORY     - 19940210 GOOD             NGS
 FJ0801  HISTORY     - 20030624 GOOD             OKDOT
 FJ0801
 FJ0801                          STATION DESCRIPTION
 FJ0801
 FJ0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0801'18.4 KM (11.45 MI) SOUTH FROM EL RENO.
 FJ0801'THE MARK IS 1.5 M ABOVE THE GROUND.
 FJ0801'18.4 KM (11.45 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0801'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, SET
 FJ0801'VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 2 COLUMNS OF
 FJ0801'THE MOST NORTHEASTERLY PIER OF THE U.S. HIGHWAY 81 OVERPASS OF THE
 FJ0801'RAILROAD, 25.5 M (83.7 FT) SOUTHWEST OF THE NORTHEAST ABUTMENT, 15.3 M
 FJ0801'(50.2 FT) EAST OF THE NEAR RAIL, AND 4.0 M (13.1 FT) SOUTHEAST OF THE
 FJ0801'CENTER OF THE HIGHWAY.
 FJ0801
 FJ0801                          STATION RECOVERY (1994)
 FJ0801
 FJ0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0801'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FJ0801'MINCO, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81, SET
 FJ0801'VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY OF 2 CONCRETE
 FJ0801'COLUMNS OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE
 FJ0801'HIGHWAY OVERPASS OF THE UNION PACIFIC RAILROAD, 15.0 M (49.2 FT) EAST
 FJ0801'OF THE NEAR RAIL, 4.5 M (14.8 FT) SOUTHEAST OF THE HIGHWAY CENTER,
 FJ0801'1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 1.0 M (3.3 FT) ABOVE THE
 FJ0801'LEVEL OF THE TRACKS.
 FJ0801
 FJ0801                          STATION RECOVERY (2003)
 FJ0801
 FJ0801'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 FJ0801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1392 ***********************************************************************
 FJ1392  DESIGNATION -  D 216
 FJ1392  PID         -  FJ1392
 FJ1392  STATE/COUNTY-  OK/CLEVELAND
 FJ1392  COUNTRY     -  US
 FJ1392  USGS QUAD   -  MOORE (2018)
 FJ1392
 FJ1392                         *CURRENT SURVEY CONTROL
 FJ1392  ______________________________________________________________________
 FJ1392* NAD 83(1986) POSITION- 35 19 10.69   (N) 097 28 35.49   (W)   HD_HELD1
 FJ1392* NAVD 88 ORTHO HEIGHT -   369.253 (meters)     1211.46  (feet) ADJUSTED
 FJ1392  ______________________________________________________________________
 FJ1392  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 FJ1392  DYNAMIC HEIGHT  -        368.895 (meters)     1210.28  (feet) COMP
 FJ1392  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 FJ1392
 FJ1392  VERT ORDER      -  FIRST     CLASS II
 FJ1392
 FJ1392.The horizontal coordinates were determined by differentially corrected
 FJ1392.hand held GPS observations or other comparable positioning techniques
 FJ1392.and have an estimated accuracy of +/- 3 meters.
 FJ1392
 FJ1392.The orthometric height was determined by differential leveling and
 FJ1392.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1392.in August 1994.
 FJ1392
 FJ1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1392.GEOID18 height accuracy estimate available here.
 FJ1392
 FJ1392.Click photographs - Photos may exist for this station.
 FJ1392
 FJ1392.The dynamic height is computed by dividing the NAVD 88
 FJ1392.geopotential number by the normal gravity value computed on the
 FJ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1392.degrees latitude (g = 980.6199 gals.).
 FJ1392
 FJ1392.The modeled gravity was interpolated from observed gravity values.
 FJ1392
 FJ1392;                    North         East    Units  Estimated Accuracy
 FJ1392;SPC OK S     -   220,459.7     647,601.2     MT  (+/- 3 meters HH1 GPS) 
 FJ1392
 FJ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3848209554(NAD 83)
 FJ1392
 FJ1392                          SUPERSEDED SURVEY CONTROL
 FJ1392
 FJ1392.No superseded survey control is available for this station.
 FJ1392
 FJ1392_MARKER: I = METAL ROD
 FJ1392_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1392+WITH SETTING: INFORMATION.
 FJ1392_STAMPING: D 216 1994
 FJ1392_MARK LOGO: NGS
 FJ1392_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1392+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1392
 FJ1392  HISTORY     - Date     Condition        Report By
 FJ1392  HISTORY     - 1994     MONUMENTED       NGS
 FJ1392
 FJ1392                          STATION DESCRIPTION
 FJ1392
 FJ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1392'IN MOORE, AT THE INTERSECTION OF EASTERN AVENUE AND SOUTHEAST 19TH
 FJ1392'STREET, A METAL ROD DRIVEN 2.7 METERS AND FLUSH WITH  THE
 FJ1392'GROUND, 20.3 M (66.6 FT) EAST OF THE AVENUE CENTERLINE, 14.7 M
 FJ1392'(48.2 FT) SOUTH OF THE STREET CENTERLINE, 5.4 M (17.7 FT) EAST OF A
 FJ1392'FENCE CORNER, 5.3 M (17.4 FT) EAST-SOUTHEAST OF A T-JUNCTION UTILITY
 FJ1392'POLE, 4.3 M (14.1 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION BOX
 FJ1392'NUMBER F800, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET, AND 0.3 M
 FJ1392'(1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FJ1392'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1405 ***********************************************************************
 FJ1405  DESIGNATION -  D 217
 FJ1405  PID         -  FJ1405
 FJ1405  STATE/COUNTY-  OK/GRADY
 FJ1405  COUNTRY     -  US
 FJ1405  USGS QUAD   -  MINCO (2018)
 FJ1405
 FJ1405                         *CURRENT SURVEY CONTROL
 FJ1405  ______________________________________________________________________
 FJ1405* NAD 83(1986) POSITION- 35 20 02.24   (N) 097 57 14.08   (W)   HD_HELD1
 FJ1405* NAVD 88 ORTHO HEIGHT -   409.351 (meters)     1343.01  (feet) ADJUSTED
 FJ1405  ______________________________________________________________________
 FJ1405  GEOID HEIGHT    -        -26.985 (meters)                     GEOID18
 FJ1405  DYNAMIC HEIGHT  -        408.942 (meters)     1341.67  (feet) COMP
 FJ1405  MODELED GRAVITY -    979,624.9   (mgal)                       NAVD 88
 FJ1405
 FJ1405  VERT ORDER      -  FIRST     CLASS II
 FJ1405
 FJ1405.The horizontal coordinates were determined by differentially corrected
 FJ1405.hand held GPS observations or other comparable positioning techniques
 FJ1405.and have an estimated accuracy of +/- 3 meters.
 FJ1405
 FJ1405.The orthometric height was determined by differential leveling and
 FJ1405.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1405.in August 1994.
 FJ1405
 FJ1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1405.GEOID18 height accuracy estimate available here.
 FJ1405
 FJ1405.Click photographs - Photos may exist for this station.
 FJ1405
 FJ1405.The dynamic height is computed by dividing the NAVD 88
 FJ1405.geopotential number by the normal gravity value computed on the
 FJ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1405.degrees latitude (g = 980.6199 gals.).
 FJ1405
 FJ1405.The modeled gravity was interpolated from observed gravity values.
 FJ1405
 FJ1405;                    North         East    Units  Estimated Accuracy
 FJ1405;SPC OK S     -   221,926.0     604,190.3     MT  (+/- 3 meters HH1 GPS) 
 FJ1405
 FJ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9506910580(NAD 83)
 FJ1405
 FJ1405                          SUPERSEDED SURVEY CONTROL
 FJ1405
 FJ1405.No superseded survey control is available for this station.
 FJ1405
 FJ1405_MARKER: I = METAL ROD
 FJ1405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1405_STAMPING: D 217 1994
 FJ1405_MARK LOGO: NGS
 FJ1405_PROJECTION: FLUSH
 FJ1405_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1405+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1405_ROD/PIPE-DEPTH: 10.1 meters
 FJ1405
 FJ1405  HISTORY     - Date     Condition        Report By
 FJ1405  HISTORY     - 1994     MONUMENTED       NGS
 FJ1405
 FJ1405                          STATION DESCRIPTION
 FJ1405
 FJ1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1405'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FJ1405'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FJ1405'THENCE 1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 152, 28.4 M
 FJ1405'(93.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) SOUTH OF
 FJ1405'UNDERGROUND CABLE JUNCTION BOX NUMBER 1205 103, 8.0 M (26.2 FT) WEST
 FJ1405'OF THE CENTER OF 9TH STREET, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 FJ1405'STREET, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 FJ1405'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1042 ***********************************************************************
 EK1042  DESIGNATION -  D 218
 EK1042  PID         -  EK1042
 EK1042  STATE/COUNTY-  OK/PUSHMATAHA
 EK1042  COUNTRY     -  US
 EK1042  USGS QUAD   -  KIAMICHI (2019)
 EK1042
 EK1042                         *CURRENT SURVEY CONTROL
 EK1042  ______________________________________________________________________
 EK1042* NAD 83(1986) POSITION- 34 38 50.     (N) 095 07 48.     (W)   SCALED
 EK1042* NAVD 88 ORTHO HEIGHT -   197.791 (meters)      648.92  (feet) ADJUSTED
 EK1042  ______________________________________________________________________
 EK1042  GEOID HEIGHT    -        -31.689 (meters)                     GEOID18
 EK1042  DYNAMIC HEIGHT  -        197.577 (meters)      648.22  (feet) COMP
 EK1042  MODELED GRAVITY -    979,550.0   (mgal)                       NAVD 88
 EK1042
 EK1042  VERT ORDER      -  FIRST     CLASS II
 EK1042
 EK1042.The horizontal coordinates were scaled from a map and have
 EK1042.an estimated accuracy of +/- 6 seconds.
 EK1042
 EK1042.The orthometric height was determined by differential leveling and
 EK1042.adjusted by the NATIONAL GEODETIC SURVEY
 EK1042.in August 1994.
 EK1042
 EK1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1042.GEOID18 height accuracy estimate available here.
 EK1042
 EK1042.Click photographs - Photos may exist for this station.
 EK1042
 EK1042.The dynamic height is computed by dividing the NAVD 88
 EK1042.geopotential number by the normal gravity value computed on the
 EK1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK1042.degrees latitude (g = 980.6199 gals.).
 EK1042
 EK1042.The modeled gravity was interpolated from observed gravity values.
 EK1042
 EK1042;                    North         East    Units  Estimated Accuracy
 EK1042;SPC OK S     -   149,480.      863,060.      MT  (+/- 180 meters Scaled)
 EK1042
 EK1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU047359(NAD 83)
 EK1042
 EK1042                          SUPERSEDED SURVEY CONTROL
 EK1042
 EK1042.No superseded survey control is available for this station.
 EK1042
 EK1042_MARKER: I = METAL ROD
 EK1042_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK1042+WITH SETTING: INFORMATION.
 EK1042_STAMPING: D 218 1994
 EK1042_MARK LOGO: NGS
 EK1042_MAGNETIC: I = MARKER IS A STEEL ROD
 EK1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1042+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EK1042
 EK1042  HISTORY     - Date     Condition        Report By
 EK1042  HISTORY     - 1994     MONUMENTED       NGS
 EK1042
 EK1042                          STATION DESCRIPTION
 EK1042
 EK1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EK1042'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK1042'IN CLAYTON, THENCE 18.4 KM (11.45 MI) EASTERLY ALONG U.S. HIGHWAY
 EK1042'271, A METAL ROD DRIVEN 2.8 METERS AND FLUSH WITH THE GROUND,
 EK1042'23.6 M (77.4 FT) EAST OF THE CENTER OF A DRIVEWAY, 20.9 M
 EK1042'(68.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT)
 EK1042'NORTHEAST OF A JUNCTION UTILITY POLE WITH 1 GUY CABLE, 0.8 M (2.6 FT)
 EK1042'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A
 EK1042'WITNESS POST AND FENCE.  ACCESS--TO THE DATUM POINT IS THROUGH A
 EK1042'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1484 ***********************************************************************
 DM1484  DESIGNATION -  D 219
 DM1484  PID         -  DM1484
 DM1484  STATE/COUNTY-  OK/MCCURTAIN
 DM1484  COUNTRY     -  US
 DM1484  USGS QUAD   -  HAWORTH (2019)
 DM1484
 DM1484                         *CURRENT SURVEY CONTROL
 DM1484  ______________________________________________________________________
 DM1484* NAD 83(1986) POSITION- 33 46 08.     (N) 094 39 52.     (W)   SCALED
 DM1484* NAVD 88 ORTHO HEIGHT -   118.736 (meters)      389.55  (feet) ADJUSTED
 DM1484  ______________________________________________________________________
 DM1484  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 DM1484  DYNAMIC HEIGHT  -        118.614 (meters)      389.15  (feet) COMP
 DM1484  MODELED GRAVITY -    979,607.0   (mgal)                       NAVD 88
 DM1484
 DM1484  VERT ORDER      -  FIRST     CLASS II
 DM1484
 DM1484.The horizontal coordinates were scaled from a map and have
 DM1484.an estimated accuracy of +/- 6 seconds.
 DM1484
 DM1484.The orthometric height was determined by differential leveling and
 DM1484.adjusted by the NATIONAL GEODETIC SURVEY
 DM1484.in August 1994.
 DM1484
 DM1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1484.GEOID18 height accuracy estimate available here.
 DM1484
 DM1484.Click photographs - Photos may exist for this station.
 DM1484
 DM1484.The dynamic height is computed by dividing the NAVD 88
 DM1484.geopotential number by the normal gravity value computed on the
 DM1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1484.degrees latitude (g = 980.6199 gals.).
 DM1484
 DM1484.The modeled gravity was interpolated from observed gravity values.
 DM1484
 DM1484;                    North         East    Units  Estimated Accuracy
 DM1484;SPC OK S     -    53,420.      908,940.      MT  (+/- 180 meters Scaled)
 DM1484
 DM1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT458377(NAD 83)
 DM1484
 DM1484                          SUPERSEDED SURVEY CONTROL
 DM1484
 DM1484.No superseded survey control is available for this station.
 DM1484
 DM1484_MARKER: I = METAL ROD
 DM1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1484_STAMPING: D 219 1994
 DM1484_MARK LOGO: NGS
 DM1484_PROJECTION: FLUSH
 DM1484_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1484+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1484_ROD/PIPE-DEPTH: 4.8 meters
 DM1484
 DM1484  HISTORY     - Date     Condition        Report By
 DM1484  HISTORY     - 1994     MONUMENTED       NGS
 DM1484
 DM1484                          STATION DESCRIPTION
 DM1484
 DM1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1484'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1484'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 6.5 KM (4.05 MI) SOUTHERLY
 DM1484'ALONG A PAVED ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A PAVED
 DM1484'ROAD, NEAR THE WEST EDGE OF THE COMMUNITY OF PLEASANT HILL, 34.8 M
 DM1484'(114.2 FT) WEST OF THE CENTER OF A DRIVEWAY AND THE EXTENDED CENTER
 DM1484'OF A STREET LEADING NORTH, 12.2 M (40.0 FT) SOUTH OF THE ROAD CENTER,
 DM1484'6.2 M (20.3 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT)
 DM1484'NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 DM1484'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DM1484'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1416 ***********************************************************************
 FJ1416  DESIGNATION -  D 220
 FJ1416  PID         -  FJ1416
 FJ1416  STATE/COUNTY-  OK/CREEK
 FJ1416  COUNTRY     -  US
 FJ1416  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1416
 FJ1416                         *CURRENT SURVEY CONTROL
 FJ1416  ______________________________________________________________________
 FJ1416* NAD 83(1986) POSITION- 35 58 08.16   (N) 096 05 46.65   (W)   HD_HELD1
 FJ1416* NAVD 88 ORTHO HEIGHT -   206.056 (meters)      676.04  (feet) ADJUSTED
 FJ1416  ______________________________________________________________________
 FJ1416  GEOID HEIGHT    -        -28.741 (meters)                     GEOID18
 FJ1416  DYNAMIC HEIGHT  -        205.874 (meters)      675.44  (feet) COMP
 FJ1416  MODELED GRAVITY -    979,744.9   (mgal)                       NAVD 88
 FJ1416
 FJ1416  VERT ORDER      -  FIRST     CLASS II
 FJ1416
 FJ1416.The horizontal coordinates were determined by differentially corrected
 FJ1416.hand held GPS observations or other comparable positioning techniques
 FJ1416.and have an estimated accuracy of +/- 3 meters.
 FJ1416
 FJ1416.The orthometric height was determined by differential leveling and
 FJ1416.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1416.in August 1994.
 FJ1416
 FJ1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1416.GEOID18 height accuracy estimate available here.
 FJ1416
 FJ1416.Click photographs - Photos may exist for this station.
 FJ1416
 FJ1416.The dynamic height is computed by dividing the NAVD 88
 FJ1416.geopotential number by the normal gravity value computed on the
 FJ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1416.degrees latitude (g = 980.6199 gals.).
 FJ1416
 FJ1416.The modeled gravity was interpolated from observed gravity values.
 FJ1416
 FJ1416;                    North         East    Units  Estimated Accuracy
 FJ1416;SPC OK N     -   109,189.0     771,693.3     MT  (+/- 3 meters HH1 GPS) 
 FJ1416
 FJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6184184401(NAD 83)
 FJ1416
 FJ1416                          SUPERSEDED SURVEY CONTROL
 FJ1416
 FJ1416.No superseded survey control is available for this station.
 FJ1416
 FJ1416_MARKER: DD = SURVEY DISK
 FJ1416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1416_SP_SET: BRIDGE ABUTMENT
 FJ1416_STAMPING: D 220
 FJ1416_MARK LOGO: OKDH
 FJ1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1416+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1416
 FJ1416  HISTORY     - Date     Condition        Report By
 FJ1416  HISTORY     - UNK      MONUMENTED       OKDH
 FJ1416  HISTORY     - 19940331 GOOD             NGS
 FJ1416  HISTORY     - 20220531 GOOD             OKDOT
 FJ1416
 FJ1416                          STATION DESCRIPTION
 FJ1416
 FJ1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1416'4.5 KM (2.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1416'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, IN TOP OF AND 5.0 M
 FJ1416'(16.4 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 FJ1416'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING POLECAT CREEK, 6.7 M
 FJ1416'(22.0 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) ABOVE
 FJ1416'THE LEVEL OF THE HIGHWAY.
 FJ1416
 FJ1416                          STATION RECOVERY (2022)
 FJ1416
 FJ1416'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9261 ***********************************************************************
 AC9261  DESIGNATION -  D 221
 AC9261  PID         -  AC9261
 AC9261  STATE/COUNTY-  OK/DEWEY
 AC9261  COUNTRY     -  US
 AC9261  USGS QUAD   -  CAMARGO (2018)
 AC9261
 AC9261                         *CURRENT SURVEY CONTROL
 AC9261  ______________________________________________________________________
 AC9261* NAD 83(1986) POSITION- 36 05 13.     (N) 099 16 32.     (W)   SCALED
 AC9261* NAVD 88 ORTHO HEIGHT -   633.636 (meters)     2078.85  (feet) ADJUSTED
 AC9261  ______________________________________________________________________
 AC9261  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 AC9261  DYNAMIC HEIGHT  -        633.003 (meters)     2076.78  (feet) COMP
 AC9261  MODELED GRAVITY -    979,613.7   (mgal)                       NAVD 88
 AC9261
 AC9261  VERT ORDER      -  SECOND    CLASS I
 AC9261
 AC9261.The horizontal coordinates were scaled from a map and have
 AC9261.an estimated accuracy of +/- 6 seconds.
 AC9261
 AC9261.The orthometric height was determined by differential leveling and
 AC9261.adjusted by the NATIONAL GEODETIC SURVEY
 AC9261.in July 2002.
 AC9261
 AC9261.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9261.GEOID18 height accuracy estimate available here.
 AC9261
 AC9261.Click photographs - Photos may exist for this station.
 AC9261
 AC9261.The dynamic height is computed by dividing the NAVD 88
 AC9261.geopotential number by the normal gravity value computed on the
 AC9261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9261.degrees latitude (g = 980.6199 gals.).
 AC9261
 AC9261.The modeled gravity was interpolated from observed gravity values.
 AC9261
 AC9261;                    North         East    Units  Estimated Accuracy
 AC9261;SPC OK N     -   121,350.      485,130.      MT  (+/- 180 meters Scaled)
 AC9261
 AC9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME751936(NAD 83)
 AC9261
 AC9261                          SUPERSEDED SURVEY CONTROL
 AC9261
 AC9261.No superseded survey control is available for this station.
 AC9261
 AC9261_MARKER: I = METAL ROD
 AC9261_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9261_STAMPING: D 221 1997
 AC9261_MARK LOGO: NGS
 AC9261_PROJECTION: FLUSH
 AC9261_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9261+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9261_ROD/PIPE-DEPTH: 6.6 meters
 AC9261_SLEEVE-DEPTH  : 0.9 meters
 AC9261
 AC9261  HISTORY     - Date     Condition        Report By
 AC9261  HISTORY     - 1997     MONUMENTED       NGS
 AC9261
 AC9261                          STATION DESCRIPTION
 AC9261
 AC9261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9261'8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AC9261'IN VICI, THENCE 1.2 KM (0.75 MI) WESTERLY ALONG A DIRT ROAD, 20.2 M
 AC9261'(66.3 FT) NORTH OF THE ROAD CENTER, 6.6 M (21.7 FT) NORTH OF A FENCE
 AC9261'CORNER, 5.8 M (19.0 FT) EAST OF THE CENTER OF A DIRT ROAD, 1.0 M (3.3
 AC9261'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) WEST OF A WITNESS
 AC9261'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC9261'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AC9261'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0309 ***********************************************************************
 GL0309  DESIGNATION -  D 23
 GL0309  PID         -  GL0309
 GL0309  STATE/COUNTY-  OK/CIMARRON
 GL0309  COUNTRY     -  US
 GL0309  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL0309
 GL0309                         *CURRENT SURVEY CONTROL
 GL0309  ______________________________________________________________________
 GL0309* NAD 83(1986) POSITION- 36 53 06.     (N) 102 31 04.     (W)   SCALED
 GL0309* NAVD 88 ORTHO HEIGHT -  1203.801 (meters)     3949.47  (feet) ADJUSTED
 GL0309  ______________________________________________________________________
 GL0309  GEOID HEIGHT    -        -23.727 (meters)                     GEOID18
 GL0309  DYNAMIC HEIGHT  -       1202.502 (meters)     3945.21  (feet) COMP
 GL0309  MODELED GRAVITY -    979,511.1   (mgal)                       NAVD 88
 GL0309
 GL0309  VERT ORDER      -  FIRST     CLASS II
 GL0309
 GL0309.The horizontal coordinates were scaled from a map and have
 GL0309.an estimated accuracy of +/- 6 seconds.
 GL0309
 GL0309.The orthometric height was determined by differential leveling and
 GL0309.adjusted by the NATIONAL GEODETIC SURVEY
 GL0309.in June 1991.
 GL0309
 GL0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0309.GEOID18 height accuracy estimate available here.
 GL0309
 GL0309.Click photographs - Photos may exist for this station.
 GL0309
 GL0309.The dynamic height is computed by dividing the NAVD 88
 GL0309.geopotential number by the normal gravity value computed on the
 GL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0309.degrees latitude (g = 980.6199 gals.).
 GL0309
 GL0309.The modeled gravity was interpolated from observed gravity values.
 GL0309
 GL0309;                    North         East    Units  Estimated Accuracy
 GL0309;SPC OK N     -   218,520.      197,400.      MT  (+/- 180 meters Scaled)
 GL0309
 GL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA212849(NAD 83)
 GL0309
 GL0309                          SUPERSEDED SURVEY CONTROL
 GL0309
 GL0309.No superseded survey control is available for this station.
 GL0309
 GL0309_MARKER: DB = BENCH MARK DISK
 GL0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0309_STAMPING: D 23 1933
 GL0309_MARK LOGO: CGS
 GL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0309+STABILITY: SURFACE MOTION
 GL0309
 GL0309  HISTORY     - Date     Condition        Report By
 GL0309  HISTORY     - 1933     MONUMENTED       CGS
 GL0309  HISTORY     - 1938     GOOD             CGS
 GL0309  HISTORY     - 1985     GOOD             NGS
 GL0309  HISTORY     - 20040706 GOOD             OKDOT
 GL0309
 GL0309                          STATION DESCRIPTION
 GL0309
 GL0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 GL0309'11.0 MI N FROM BOISE CITY.
 GL0309'ABOUT 11.0 MILES NORTH OF BOISE CITY COURTHOUSE, ABOUT 255 FEET WEST
 GL0309'OF THE HIGHWAY, IN EAST 1/2 SECTION 21, T 5 N, R 5 E, IN FRONT OF THE
 GL0309'ABANDONED RAMSEY SERVICE STATION, 60 YARDS EAST OF THE STATION, A
 GL0309'STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 GL0309
 GL0309                          STATION RECOVERY (1985)
 GL0309
 GL0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0309'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 17.4 KM
 GL0309'(10.8 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 GL0309'BOISE CITY, IN A PASTURE ABOUT MIDWAY BETWEEN THE HIGHWAY AND SANTA FE
 GL0309'RAILROAD, 121.9 M (399.9 FT) EAST OF THE NEAR RAIL, 76.8 M (252.0 FT)
 GL0309'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 15.2 M (49.9 FT) NORTH OF
 GL0309'THE EXTENDED CENTER OF A TRACK ROAD LEADING EAST.
 GL0309'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GL0309'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GL0309
 GL0309                          STATION RECOVERY (2004)
 GL0309
 GL0309'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0282 ***********************************************************************
 FK0282  DESIGNATION -  D 25
 FK0282  PID         -  FK0282
 FK0282  STATE/COUNTY-  OK/DEWEY
 FK0282  COUNTRY     -  US
 FK0282  USGS QUAD   -  TRAIL (2018)
 FK0282
 FK0282                         *CURRENT SURVEY CONTROL
 FK0282  ______________________________________________________________________
 FK0282* NAD 83(1986) POSITION- 35 53 56.     (N) 099 21 20.     (W)   SCALED
 FK0282* NAVD 88 ORTHO HEIGHT -   649.343 (meters)     2130.39  (feet) ADJUSTED
 FK0282  ______________________________________________________________________
 FK0282  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 FK0282  DYNAMIC HEIGHT  -        648.680 (meters)     2128.21  (feet) COMP
 FK0282  MODELED GRAVITY -    979,591.8   (mgal)                       NAVD 88
 FK0282
 FK0282  VERT ORDER      -  SECOND    CLASS 0
 FK0282
 FK0282.The horizontal coordinates were scaled from a map and have
 FK0282.an estimated accuracy of +/- 6 seconds.
 FK0282
 FK0282.The orthometric height was determined by differential leveling and
 FK0282.adjusted by the NATIONAL GEODETIC SURVEY
 FK0282.in June 1991.
 FK0282
 FK0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0282.GEOID18 height accuracy estimate available here.
 FK0282
 FK0282.Click photographs - Photos may exist for this station.
 FK0282
 FK0282.The dynamic height is computed by dividing the NAVD 88
 FK0282.geopotential number by the normal gravity value computed on the
 FK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0282.degrees latitude (g = 980.6199 gals.).
 FK0282
 FK0282.The modeled gravity was interpolated from observed gravity values.
 FK0282
 FK0282;                    North         East    Units  Estimated Accuracy
 FK0282;SPC OK N     -   100,590.      477,630.      MT  (+/- 180 meters Scaled)
 FK0282
 FK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME679727(NAD 83)
 FK0282
 FK0282                          SUPERSEDED SURVEY CONTROL
 FK0282
 FK0282  NGVD 29 (??/??/92)  649.072  (m)         2129.50   (f) ADJ UNCH    2 0
 FK0282
 FK0282.Superseded values are not recommended for survey control.
 FK0282
 FK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0282.See file dsdata.pdf to determine how the superseded data were derived.
 FK0282
 FK0282_MARKER: DB = BENCH MARK DISK
 FK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0282_STAMPING: D 25 1934
 FK0282_MARK LOGO: CGS
 FK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0282+STABILITY: SURFACE MOTION
 FK0282
 FK0282  HISTORY     - Date     Condition        Report By
 FK0282  HISTORY     - 1934     MONUMENTED       CGS
 FK0282
 FK0282                          STATION DESCRIPTION
 FK0282
 FK0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0282'2.2 MI N FROM LEEDEY.
 FK0282'2.25 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0282'THE STATION AT LEEDEY, DEWEY COUNTY, 1/4 MILE SOUTH OF MILEPOST
 FK0282'174, 0.4 MILE NORTH OF A PUMPING STATION, AT A SECTION-LINE
 FK0282'ROAD CROSSING, 57 FEET EAST OF THE EAST RAIL, 39 FEET NORTH
 FK0282'OF THE CENTERLINE OF THE ROAD, AND AT THE RAILROAD RIGHT-OF-WAY
 FK0282'LINE.  A STANDARD DISK, STAMPED D 25 1934 AND SET IN THE TOP
 FK0282'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0255 ***********************************************************************
 EM0255  DESIGNATION -  D 27
 EM0255  PID         -  EM0255
 EM0255  STATE/COUNTY-  OK/GREER
 EM0255  COUNTRY     -  US
 EM0255  USGS QUAD   -  HESTER (2018)
 EM0255
 EM0255                         *CURRENT SURVEY CONTROL
 EM0255  ______________________________________________________________________
 EM0255* NAD 83(1986) POSITION- 34 47 10.     (N) 099 25 17.     (W)   SCALED
 EM0255* NAVD 88 ORTHO HEIGHT -   444.365 (meters)     1457.89  (feet) ADJUSTED
 EM0255  ______________________________________________________________________
 EM0255  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 EM0255  DYNAMIC HEIGHT  -        443.900 (meters)     1456.36  (feet) COMP
 EM0255  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 EM0255
 EM0255  VERT ORDER      -  SECOND    CLASS 0
 EM0255
 EM0255.The horizontal coordinates were scaled from a map and have
 EM0255.an estimated accuracy of +/- 6 seconds.
 EM0255
 EM0255.The orthometric height was determined by differential leveling and
 EM0255.adjusted by the NATIONAL GEODETIC SURVEY
 EM0255.in June 1991.
 EM0255
 EM0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0255.GEOID18 height accuracy estimate available here.
 EM0255
 EM0255.Click photographs - Photos may exist for this station.
 EM0255
 EM0255.The dynamic height is computed by dividing the NAVD 88
 EM0255.geopotential number by the normal gravity value computed on the
 EM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0255.degrees latitude (g = 980.6199 gals.).
 EM0255
 EM0255.The modeled gravity was interpolated from observed gravity values.
 EM0255
 EM0255;                    North         East    Units  Estimated Accuracy
 EM0255;SPC OK S     -   162,060.      469,920.      MT  (+/- 180 meters Scaled)
 EM0255
 EM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD614494(NAD 83)
 EM0255
 EM0255                          SUPERSEDED SURVEY CONTROL
 EM0255
 EM0255  NGVD 29 (??/??/92)  444.170  (m)         1457.25   (f) ADJ UNCH    2 0
 EM0255
 EM0255.Superseded values are not recommended for survey control.
 EM0255
 EM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0255.See file dsdata.pdf to determine how the superseded data were derived.
 EM0255
 EM0255_MARKER: DB = BENCH MARK DISK
 EM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0255_STAMPING: D 27 1934
 EM0255_MARK LOGO: CGS
 EM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0255+STABILITY: SURFACE MOTION
 EM0255
 EM0255  HISTORY     - Date     Condition        Report By
 EM0255  HISTORY     - 1934     MONUMENTED       CGS
 EM0255  HISTORY     - 1936     GOOD             CGS
 EM0255  HISTORY     - 1963     GOOD             CGS
 EM0255
 EM0255                          STATION DESCRIPTION
 EM0255
 EM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0255'1.3 MI S FROM HESTER.
 EM0255'1.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0255'STATION AT HESTER, GREER COUNTY, 0.2 MILE SOUTH OF THE CROSSING OF AN
 EM0255'EAST-AND-WEST SECTION-LINE ROAD, 6 FEET SOUTH OF MILEPOST 88, AND 42
 EM0255'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED D 27 1934 AND
 EM0255'SET IN THE TOP OF A CONCRETE POST.  NOTE-- REPORTED THAT THIS BENCH
 EM0255'MARK IS ABOUT 0.2 MILE NORTH OF THE CROSSING OF AN EAST-AND-WEST ROAD
 EM0255'AND 42 FEET EAST OF THE EAST RAIL.
 EM0255
 EM0255                          STATION RECOVERY (1963)
 EM0255
 EM0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0390 ***********************************************************************
 FK0390  DESIGNATION -  D 29
 FK0390  PID         -  FK0390
 FK0390  STATE/COUNTY-  OK/KIOWA
 FK0390  COUNTRY     -  US
 FK0390  USGS QUAD   -  HOBART (2018)
 FK0390
 FK0390                         *CURRENT SURVEY CONTROL
 FK0390  ______________________________________________________________________
 FK0390* NAD 83(1986) POSITION- 35 02 02.     (N) 099 05 36.     (W)   SCALED
 FK0390* NAVD 88 ORTHO HEIGHT -   473.376 (meters)     1553.07  (feet) ADJUSTED
 FK0390  ______________________________________________________________________
 FK0390  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 FK0390  DYNAMIC HEIGHT  -        472.908 (meters)     1551.53  (feet) COMP
 FK0390  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 FK0390
 FK0390  VERT ORDER      -  SECOND    CLASS 0
 FK0390
 FK0390.The horizontal coordinates were scaled from a map and have
 FK0390.an estimated accuracy of +/- 6 seconds.
 FK0390
 FK0390.The orthometric height was determined by differential leveling and
 FK0390.adjusted by the NATIONAL GEODETIC SURVEY
 FK0390.in June 1991.
 FK0390
 FK0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0390.GEOID18 height accuracy estimate available here.
 FK0390
 FK0390.Click photographs - Photos may exist for this station.
 FK0390
 FK0390.The dynamic height is computed by dividing the NAVD 88
 FK0390.geopotential number by the normal gravity value computed on the
 FK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0390.degrees latitude (g = 980.6199 gals.).
 FK0390
 FK0390.The modeled gravity was interpolated from observed gravity values.
 FK0390
 FK0390;                    North         East    Units  Estimated Accuracy
 FK0390;SPC OK S     -   189,180.      500,240.      MT  (+/- 180 meters Scaled)
 FK0390
 FK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD914768(NAD 83)
 FK0390
 FK0390                          SUPERSEDED SURVEY CONTROL
 FK0390
 FK0390  NGVD 29 (??/??/92)  473.207  (m)         1552.51   (f) ADJ UNCH    2 0
 FK0390
 FK0390.Superseded values are not recommended for survey control.
 FK0390
 FK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0390.See file dsdata.pdf to determine how the superseded data were derived.
 FK0390
 FK0390_MARKER: DB = BENCH MARK DISK
 FK0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0390_SP_SET: BUILDING
 FK0390_STAMPING: D 29 1934
 FK0390_MARK LOGO: CGS
 FK0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0390
 FK0390  HISTORY     - Date     Condition        Report By
 FK0390  HISTORY     - 1934     MONUMENTED       CGS
 FK0390  HISTORY     - 1963     GOOD             CGS
 FK0390
 FK0390                          STATION DESCRIPTION
 FK0390
 FK0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0390'AT HOBART.
 FK0390'AT HOBART, 3 BLOCKS NORTH OF THE POST OFFICE, AT THE HIGH SCHOOL,
 FK0390'IN THE SOUTH SIDE OF THE BRICK BUILDING, 30 FEET FROM THE DOOR,
 FK0390'UNDER THE FIRST WINDOW WEST OF THE SOUTH ENTRANCE, AND 8 INCHES
 FK0390'ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 29 1934 AND SET
 FK0390'VERTICALLY.
 FK0390
 FK0390                          STATION RECOVERY (1963)
 FK0390
 FK0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0136 ***********************************************************************
 FK0136  DESIGNATION -  D 31
 FK0136  PID         -  FK0136
 FK0136  STATE/COUNTY-  OK/KIOWA
 FK0136  COUNTRY     -  US
 FK0136  USGS QUAD   -  STINKING CREEK (2018)
 FK0136
 FK0136                         *CURRENT SURVEY CONTROL
 FK0136  ______________________________________________________________________
 FK0136* NAD 83(1986) POSITION- 35 05 49.     (N) 098 44 47.     (W)   SCALED
 FK0136* NAVD 88 ORTHO HEIGHT -   408.311 (meters)     1339.60  (feet) ADJUSTED
 FK0136  ______________________________________________________________________
 FK0136  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 FK0136  DYNAMIC HEIGHT  -        407.902 (meters)     1338.26  (feet) COMP
 FK0136  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 FK0136
 FK0136  VERT ORDER      -  SECOND    CLASS 0
 FK0136
 FK0136.The horizontal coordinates were scaled from a map and have
 FK0136.an estimated accuracy of +/- 6 seconds.
 FK0136
 FK0136.The orthometric height was determined by differential leveling and
 FK0136.adjusted by the NATIONAL GEODETIC SURVEY
 FK0136.in June 1991.
 FK0136
 FK0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0136.GEOID18 height accuracy estimate available here.
 FK0136
 FK0136.Click photographs - Photos may exist for this station.
 FK0136
 FK0136.The dynamic height is computed by dividing the NAVD 88
 FK0136.geopotential number by the normal gravity value computed on the
 FK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0136.degrees latitude (g = 980.6199 gals.).
 FK0136
 FK0136.The modeled gravity was interpolated from observed gravity values.
 FK0136
 FK0136;                    North         East    Units  Estimated Accuracy
 FK0136;SPC OK S     -   195,880.      531,950.      MT  (+/- 180 meters Scaled)
 FK0136
 FK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND231838(NAD 83)
 FK0136
 FK0136                          SUPERSEDED SURVEY CONTROL
 FK0136
 FK0136  NGVD 29 (??/??/92)  408.158  (m)         1339.10   (f) ADJ UNCH    2 0
 FK0136
 FK0136.Superseded values are not recommended for survey control.
 FK0136
 FK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0136.See file dsdata.pdf to determine how the superseded data were derived.
 FK0136
 FK0136_MARKER: DB = BENCH MARK DISK
 FK0136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0136_SP_SET: BUILDING WALL
 FK0136_STAMPING: D 31 1934
 FK0136_MARK LOGO: CGS
 FK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0136+STABILITY: SURFACE MOTION
 FK0136
 FK0136  HISTORY     - Date     Condition        Report By
 FK0136  HISTORY     - 1934     MONUMENTED       CGS
 FK0136  HISTORY     - 1963     GOOD             CGS
 FK0136
 FK0136                          STATION DESCRIPTION
 FK0136
 FK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0136'AT MOUNTAIN VIEW.
 FK0136'AT MOUNTAIN VIEW, KIOWA COUNTY, ONE BLOCK SOUTH OF THE CHICAGO,
 FK0136'ROCK ISLAND AND PACIFIC RAILROAD STATION, AT A TWO-STORY
 FK0136'BRICK BUILDING FACING NORTH, IN THE EAST WALL OF THE DRUGSTORE,
 FK0136'15 FEET SOUTH OF THE NORTHEAST CORNER, AND 5 FEET ABOVE THE WALK.
 FK0136'A STANDARD DISK, STAMPED D 31 1934 AND SET VERTICALLY.
 FK0136
 FK0136                          STATION RECOVERY (1963)
 FK0136
 FK0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0286 ***********************************************************************
 GJ0286  DESIGNATION -  D 32
 GJ0286  PID         -  GJ0286
 GJ0286  STATE/COUNTY-  OK/ELLIS
 GJ0286  COUNTRY     -  US
 GJ0286  USGS QUAD   -  GOODWIN (2018)
 GJ0286
 GJ0286                         *CURRENT SURVEY CONTROL
 GJ0286  ______________________________________________________________________
 GJ0286* NAD 83(1986) POSITION- 36 11 39.     (N) 099 56 12.     (W)   SCALED
 GJ0286* NAVD 88 ORTHO HEIGHT -   736.404 (meters)     2416.02  (feet) ADJUSTED
 GJ0286  ______________________________________________________________________
 GJ0286  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GJ0286  DYNAMIC HEIGHT  -        735.649 (meters)     2413.54  (feet) COMP
 GJ0286  MODELED GRAVITY -    979,583.5   (mgal)                       NAVD 88
 GJ0286
 GJ0286  VERT ORDER      -  FIRST     CLASS II
 GJ0286
 GJ0286.The horizontal coordinates were scaled from a map and have
 GJ0286.an estimated accuracy of +/- 6 seconds.
 GJ0286
 GJ0286.The orthometric height was determined by differential leveling and
 GJ0286.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0286.in June 1991.
 GJ0286
 GJ0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0286.GEOID18 height accuracy estimate available here.
 GJ0286
 GJ0286.Click photographs - Photos may exist for this station.
 GJ0286
 GJ0286.The dynamic height is computed by dividing the NAVD 88
 GJ0286.geopotential number by the normal gravity value computed on the
 GJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0286.degrees latitude (g = 980.6199 gals.).
 GJ0286
 GJ0286.The modeled gravity was interpolated from observed gravity values.
 GJ0286
 GJ0286;                    North         East    Units  Estimated Accuracy
 GJ0286;SPC OK N     -   134,230.      425,830.      MT  (+/- 180 meters Scaled)
 GJ0286
 GJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF157058(NAD 83)
 GJ0286
 GJ0286                          SUPERSEDED SURVEY CONTROL
 GJ0286
 GJ0286  NGVD 29 (??/??/92)  736.089  (m)         2414.99   (f) ADJ UNCH    1 2
 GJ0286
 GJ0286.Superseded values are not recommended for survey control.
 GJ0286
 GJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0286.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0286
 GJ0286_MARKER: DB = BENCH MARK DISK
 GJ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0286_STAMPING: D 32 1934
 GJ0286_MARK LOGO: CGS
 GJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0286+STABILITY: SURFACE MOTION
 GJ0286
 GJ0286  HISTORY     - Date     Condition        Report By
 GJ0286  HISTORY     - 1934     MONUMENTED       CGS
 GJ0286  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0286
 GJ0286                          STATION DESCRIPTION
 GJ0286
 GJ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0286'6.8 MI SW FROM SHATTUCK.
 GJ0286'6.8 MILES SOUTHWEST OF RAILROAD PARK, AT SHATTUCK 30 FEET
 GJ0286'WEST OF THE NORTHWEST CORNER OF THE RAILROAD SECTION HOUSE
 GJ0286'AT GOODWIN.  134 FEET SOUTHEAST OF MILE POST 421.  60 FEET
 GJ0286'EAST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
 GJ0286
 GJ0286                          STATION RECOVERY (1970)
 GJ0286
 GJ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0240 ***********************************************************************
 GJ0240  DESIGNATION -  D 33
 GJ0240  PID         -  GJ0240
 GJ0240  STATE/COUNTY-  OK/WOODWARD
 GJ0240  COUNTRY     -  US
 GJ0240  USGS QUAD   -  WOODWARD NE (2018)
 GJ0240
 GJ0240                         *CURRENT SURVEY CONTROL
 GJ0240  ______________________________________________________________________
 GJ0240* NAD 83(1986) POSITION- 36 22 33.     (N) 099 22 05.     (W)   SCALED
 GJ0240* NAVD 88 ORTHO HEIGHT -   629.000 (meters)     2063.64  (feet) ADJUSTED
 GJ0240  ______________________________________________________________________
 GJ0240  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 GJ0240  DYNAMIC HEIGHT  -        628.385 (meters)     2061.63  (feet) COMP
 GJ0240  MODELED GRAVITY -    979,634.3   (mgal)                       NAVD 88
 GJ0240
 GJ0240  VERT ORDER      -  SECOND    CLASS 0
 GJ0240
 GJ0240.The horizontal coordinates were scaled from a map and have
 GJ0240.an estimated accuracy of +/- 6 seconds.
 GJ0240
 GJ0240.The orthometric height was determined by differential leveling and
 GJ0240.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0240.in June 1991.
 GJ0240
 GJ0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0240.GEOID18 height accuracy estimate available here.
 GJ0240
 GJ0240.Click photographs - Photos may exist for this station.
 GJ0240
 GJ0240.The dynamic height is computed by dividing the NAVD 88
 GJ0240.geopotential number by the normal gravity value computed on the
 GJ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0240.degrees latitude (g = 980.6199 gals.).
 GJ0240
 GJ0240.The modeled gravity was interpolated from observed gravity values.
 GJ0240
 GJ0240;                    North         East    Units  Estimated Accuracy
 GJ0240;SPC OK N     -   153,520.      477,250.      MT  (+/- 180 meters Scaled)
 GJ0240
 GJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF669256(NAD 83)
 GJ0240
 GJ0240                          SUPERSEDED SURVEY CONTROL
 GJ0240
 GJ0240  NGVD 29 (??/??/92)  628.736  (m)         2062.78   (f) ADJ UNCH    2 0
 GJ0240
 GJ0240.Superseded values are not recommended for survey control.
 GJ0240
 GJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0240.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0240
 GJ0240_MARKER: DB = BENCH MARK DISK
 GJ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0240_STAMPING: D 33 1934
 GJ0240_MARK LOGO: CGS
 GJ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0240+STABILITY: SURFACE MOTION
 GJ0240
 GJ0240  HISTORY     - Date     Condition        Report By
 GJ0240  HISTORY     - 1934     MONUMENTED       CGS
 GJ0240
 GJ0240                          STATION DESCRIPTION
 GJ0240
 GJ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0240'5.3 MI S FROM WOODWARD.
 GJ0240'5.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 GJ0240'STATION AT WOODWARD, WOODWARD COUNTY, 0.1 MILE EAST OF THE PRAIRIE
 GJ0240'VIEW SCHOOL HOUSE, 0.35 MILE NORTH OF MILEPOST 214, 98 FEET
 GJ0240'SOUTHWEST OF A COUNTY-ROAD CROSSING, 78 FEET WEST OF THE CENTERLINE
 GJ0240'OF THE TRACK, AND 6 FEET SOUTH OF A FENCE CORNER.  A STANDARD
 GJ0240'DISK, STAMPED D 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0235 ***********************************************************************
 GJ0235  DESIGNATION -  D 34
 GJ0235  PID         -  GJ0235
 GJ0235  STATE/COUNTY-  OK/DEWEY
 GJ0235  COUNTRY     -  US
 GJ0235  USGS QUAD   -  MUTUAL NE (2018)
 GJ0235
 GJ0235                         *CURRENT SURVEY CONTROL
 GJ0235  ______________________________________________________________________
 GJ0235* NAD 83(1986) POSITION- 36 08 39.     (N) 099 02 37.     (W)   SCALED
 GJ0235* NAVD 88 ORTHO HEIGHT -   561.080 (meters)     1840.81  (feet) ADJUSTED
 GJ0235  ______________________________________________________________________
 GJ0235  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 GJ0235  DYNAMIC HEIGHT  -        560.541 (meters)     1839.04  (feet) COMP
 GJ0235  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 GJ0235
 GJ0235  VERT ORDER      -  SECOND    CLASS 0
 GJ0235
 GJ0235.The horizontal coordinates were scaled from a map and have
 GJ0235.an estimated accuracy of +/- 6 seconds.
 GJ0235
 GJ0235.The orthometric height was determined by differential leveling and
 GJ0235.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0235.in June 1991.
 GJ0235
 GJ0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0235.GEOID18 height accuracy estimate available here.
 GJ0235
 GJ0235.Click photographs - Photos may exist for this station.
 GJ0235
 GJ0235.The dynamic height is computed by dividing the NAVD 88
 GJ0235.geopotential number by the normal gravity value computed on the
 GJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0235.degrees latitude (g = 980.6199 gals.).
 GJ0235
 GJ0235.The modeled gravity was interpolated from observed gravity values.
 GJ0235
 GJ0235;                    North         East    Units  Estimated Accuracy
 GJ0235;SPC OK N     -   127,450.      506,080.      MT  (+/- 180 meters Scaled)
 GJ0235
 GJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME960999(NAD 83)
 GJ0235
 GJ0235                          SUPERSEDED SURVEY CONTROL
 GJ0235
 GJ0235  NGVD 29 (??/??/92)  560.851  (m)         1840.06   (f) ADJ UNCH    2 0
 GJ0235
 GJ0235.Superseded values are not recommended for survey control.
 GJ0235
 GJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0235.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0235
 GJ0235_MARKER: DB = BENCH MARK DISK
 GJ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0235_STAMPING: D 34 1934
 GJ0235_MARK LOGO: CGS
 GJ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0235+STABILITY: SURFACE MOTION
 GJ0235
 GJ0235  HISTORY     - Date     Condition        Report By
 GJ0235  HISTORY     - 1934     MONUMENTED       CGS
 GJ0235
 GJ0235                          STATION DESCRIPTION
 GJ0235
 GJ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0235'6.8 MI W FROM SEILING.
 GJ0235'0.2 MILE WEST OF LARGE WHITE FARM HOUSE ON THE NORTH SIDE OF THE
 GJ0235'HIGHWAY.  60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60.
 GJ0235'30 FEET EAST OF NORTH AND SOUTH SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0056 ***********************************************************************
 GJ0056  DESIGNATION -  D 35
 GJ0056  PID         -  GJ0056
 GJ0056  STATE/COUNTY-  OK/BLAINE
 GJ0056  COUNTRY     -  US
 GJ0056  USGS QUAD   -  OKEENE (2018)
 GJ0056
 GJ0056                         *CURRENT SURVEY CONTROL
 GJ0056  ______________________________________________________________________
 GJ0056* NAD 83(1986) POSITION- 36 07 07.     (N) 098 18 57.     (W)   SCALED
 GJ0056* NAVD 88 ORTHO HEIGHT -   372.428 (meters)     1221.87  (feet) ADJUSTED
 GJ0056  ______________________________________________________________________
 GJ0056  GEOID HEIGHT    -        -27.380 (meters)                     GEOID18
 GJ0056  DYNAMIC HEIGHT  -        372.090 (meters)     1220.77  (feet) COMP
 GJ0056  MODELED GRAVITY -    979,716.6   (mgal)                       NAVD 88
 GJ0056
 GJ0056  VERT ORDER      -  SECOND    CLASS 0
 GJ0056
 GJ0056.The horizontal coordinates were scaled from a map and have
 GJ0056.an estimated accuracy of +/- 6 seconds.
 GJ0056
 GJ0056.The orthometric height was determined by differential leveling and
 GJ0056.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0056.in June 1991.
 GJ0056
 GJ0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0056.GEOID18 height accuracy estimate available here.
 GJ0056
 GJ0056.Click photographs - Photos may exist for this station.
 GJ0056
 GJ0056.The dynamic height is computed by dividing the NAVD 88
 GJ0056.geopotential number by the normal gravity value computed on the
 GJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0056.degrees latitude (g = 980.6199 gals.).
 GJ0056
 GJ0056.The modeled gravity was interpolated from observed gravity values.
 GJ0056
 GJ0056;                    North         East    Units  Estimated Accuracy
 GJ0056;SPC OK N     -   124,160.      571,570.      MT  (+/- 180 meters Scaled)
 GJ0056
 GJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE615973(NAD 83)
 GJ0056
 GJ0056                          SUPERSEDED SURVEY CONTROL
 GJ0056
 GJ0056  NGVD 29 (??/??/92)  372.265  (m)         1221.34   (f) ADJ UNCH    2 0
 GJ0056
 GJ0056.Superseded values are not recommended for survey control.
 GJ0056
 GJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0056.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0056
 GJ0056_MARKER: DB = BENCH MARK DISK
 GJ0056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GJ0056_SP_SET: BANNISTER
 GJ0056_STAMPING: D 35 1934
 GJ0056_MARK LOGO: CGS
 GJ0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0056
 GJ0056  HISTORY     - Date     Condition        Report By
 GJ0056  HISTORY     - 1934     MONUMENTED       CGS
 GJ0056  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0056
 GJ0056                          STATION DESCRIPTION
 GJ0056
 GJ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0056'AT O KEENE.
 GJ0056'AT O KEENE IN THE TOP OF THE NORTH BANNISTER OF THE WEST ENTRANCE
 GJ0056'TO THE O KEENE GRADE SCHOOL BUILDING.  5 FEET NORTH OF THE DOOR.
 GJ0056'57 FEET EAST OF THE CENTERLINE OF MAIN STREET.  3 FEET ABOVE THE
 GJ0056'SIDE WALK.
 GJ0056
 GJ0056                          STATION RECOVERY (1972)
 GJ0056
 GJ0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0348 ***********************************************************************
 EM0348  DESIGNATION -  D 37
 EM0348  PID         -  EM0348
 EM0348  STATE/COUNTY-  OK/TILLMAN
 EM0348  COUNTRY     -  US
 EM0348  USGS QUAD   -  DAVIDSON (2018)
 EM0348
 EM0348                         *CURRENT SURVEY CONTROL
 EM0348  ______________________________________________________________________
 EM0348* NAD 83(1986) POSITION- 34 14 25.     (N) 099 04 49.     (W)   SCALED
 EM0348* NAVD 88 ORTHO HEIGHT -   356.622 (meters)     1170.02  (feet) ADJUSTED
 EM0348  ______________________________________________________________________
 EM0348  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 EM0348  DYNAMIC HEIGHT  -        356.227 (meters)     1168.72  (feet) COMP
 EM0348  MODELED GRAVITY -    979,519.1   (mgal)                       NAVD 88
 EM0348
 EM0348  VERT ORDER      -  SECOND    CLASS 0
 EM0348
 EM0348.The horizontal coordinates were scaled from a map and have
 EM0348.an estimated accuracy of +/- 6 seconds.
 EM0348
 EM0348.The orthometric height was determined by differential leveling and
 EM0348.adjusted by the NATIONAL GEODETIC SURVEY
 EM0348.in June 1991.
 EM0348
 EM0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0348.GEOID18 height accuracy estimate available here.
 EM0348
 EM0348.Click photographs - Photos may exist for this station.
 EM0348
 EM0348.The dynamic height is computed by dividing the NAVD 88
 EM0348.geopotential number by the normal gravity value computed on the
 EM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0348.degrees latitude (g = 980.6199 gals.).
 EM0348
 EM0348.The modeled gravity was interpolated from observed gravity values.
 EM0348
 EM0348;                    North         East    Units  Estimated Accuracy
 EM0348;SPC OK S     -   101,130.      500,490.      MT  (+/- 180 meters Scaled)
 EM0348
 EM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC926888(NAD 83)
 EM0348
 EM0348                          SUPERSEDED SURVEY CONTROL
 EM0348
 EM0348  NGVD 29 (??/??/92)  356.487  (m)         1169.57   (f) ADJ UNCH    2 0
 EM0348
 EM0348.Superseded values are not recommended for survey control.
 EM0348
 EM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0348.See file dsdata.pdf to determine how the superseded data were derived.
 EM0348
 EM0348_MARKER: DB = BENCH MARK DISK
 EM0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0348_STAMPING: D 37 1934
 EM0348_MARK LOGO: CGS
 EM0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0348+STABILITY: SURFACE MOTION
 EM0348
 EM0348  HISTORY     - Date     Condition        Report By
 EM0348  HISTORY     - 1934     MONUMENTED       CGS
 EM0348  HISTORY     - 1955     MARK NOT FOUND   CGS
 EM0348  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0348  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0348
 EM0348                          STATION DESCRIPTION
 EM0348
 EM0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EM0348'IN DAVIDSON.
 EM0348'AT DAVIDSON, ABOUT 500 FEET SOUTH OF THE ST. LOUIS-SAN FRANCISCO
 EM0348'RAILWAY STATION, 100 FEET SOUTH OF THE FIFTH POLE SOUTH OF MILEPOST
 EM0348'774, 30 FEET EAST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 EM0348'STANDARD DISK, STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE
 EM0348'POST.  NOTE-- BM IS ABOUT 222 FT. S OF DEPOT, 108 FT. S OF CENTER OF
 EM0348'ROAD AND RR CROSSING S OF DEPOT AND 40.0 FT E FROM THE CENTER OF THE
 EM0348'MAIN TRACK.  BETWEEN A ROAD ALONG THE RR AND ST.
 EM0348
 EM0348                          STATION RECOVERY (1963)
 EM0348
 EM0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0348'MARK NOT FOUND.
 EM0348
 EM0348                          STATION RECOVERY (1979)
 EM0348
 EM0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0042 ***********************************************************************
 EM0042  DESIGNATION -  D 38
 EM0042  PID         -  EM0042
 EM0042  STATE/COUNTY-  OK/COMANCHE
 EM0042  COUNTRY     -  US
 EM0042  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0042
 EM0042                         *CURRENT SURVEY CONTROL
 EM0042  ______________________________________________________________________
 EM0042* NAD 83(1986) POSITION- 34 35 37.     (N) 098 16 32.     (W)   SCALED
 EM0042* NAVD 88 ORTHO HEIGHT -   367.547 (meters)     1205.86  (feet) ADJUSTED
 EM0042  ______________________________________________________________________
 EM0042  GEOID HEIGHT    -        -25.702 (meters)                     GEOID18
 EM0042  DYNAMIC HEIGHT  -        367.175 (meters)     1204.64  (feet) COMP
 EM0042  MODELED GRAVITY -    979,612.8   (mgal)                       NAVD 88
 EM0042
 EM0042  VERT ORDER      -  SECOND    CLASS 0
 EM0042
 EM0042.The horizontal coordinates were scaled from a map and have
 EM0042.an estimated accuracy of +/- 6 seconds.
 EM0042
 EM0042.The orthometric height was determined by differential leveling and
 EM0042.adjusted by the NATIONAL GEODETIC SURVEY
 EM0042.in June 1991.
 EM0042
 EM0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0042.GEOID18 height accuracy estimate available here.
 EM0042
 EM0042.Click photographs - Photos may exist for this station.
 EM0042
 EM0042.The dynamic height is computed by dividing the NAVD 88
 EM0042.geopotential number by the normal gravity value computed on the
 EM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0042.degrees latitude (g = 980.6199 gals.).
 EM0042
 EM0042.The modeled gravity was interpolated from observed gravity values.
 EM0042
 EM0042;                    North         East    Units  Estimated Accuracy
 EM0042;SPC OK S     -   139,830.      574,720.      MT  (+/- 180 meters Scaled)
 EM0042
 EM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND664282(NAD 83)
 EM0042
 EM0042                          SUPERSEDED SURVEY CONTROL
 EM0042
 EM0042  NGVD 29 (??/??/92)  367.444  (m)         1205.52   (f) ADJ UNCH    2 0
 EM0042
 EM0042.Superseded values are not recommended for survey control.
 EM0042
 EM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0042.See file dsdata.pdf to determine how the superseded data were derived.
 EM0042
 EM0042_MARKER: DB = BENCH MARK DISK
 EM0042_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0042_SP_SET: MILEPOST
 EM0042_STAMPING: D 38 1934
 EM0042_MARK LOGO: CGS
 EM0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0042
 EM0042  HISTORY     - Date     Condition        Report By
 EM0042  HISTORY     - 1934     MONUMENTED       CGS
 EM0042  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0042  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0042
 EM0042                          STATION DESCRIPTION
 EM0042
 EM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0042'7.2 MI E FROM LAWTON.
 EM0042'7.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE ST. LOUIS-SAN FRANCISCO
 EM0042'RAILWAY STATION AT LAWTON, COMANCHE COUNTY, AT A TRIANGULAR MILEPOST
 EM0042'WITH A SHIELD EMBEDDED IN ITS SIDE, IN THE TOP OF THE POST, IN A
 EM0042'VALLEY LOWER THAN THE PAVEMENT, AND IN LINE WITH A ROW OF POWERLINE
 EM0042'POLES.  A STANDARD DISK, STAMPED D 38 1934.
 EM0042
 EM0042                          STATION RECOVERY (1987)
 EM0042
 EM0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0403 ***********************************************************************
 EL0403  DESIGNATION -  D 39
 EL0403  PID         -  EL0403
 EL0403  STATE/COUNTY-  OK/LOVE
 EL0403  COUNTRY     -  US
 EL0403  USGS QUAD   -  LAKE MURRAY (2018)
 EL0403
 EL0403                         *CURRENT SURVEY CONTROL
 EL0403  ______________________________________________________________________
 EL0403* NAD 83(1986) POSITION- 34 00 06.     (N) 097 06 22.     (W)   SCALED
 EL0403* NAVD 88 ORTHO HEIGHT -   220.883 (meters)      724.68  (feet) ADJUSTED
 EL0403  ______________________________________________________________________
 EL0403  GEOID HEIGHT    -        -26.188 (meters)                     GEOID18
 EL0403  DYNAMIC HEIGHT  -        220.650 (meters)      723.92  (feet) COMP
 EL0403  MODELED GRAVITY -    979,575.4   (mgal)                       NAVD 88
 EL0403
 EL0403  VERT ORDER      -  SECOND    CLASS 0
 EL0403
 EL0403.The horizontal coordinates were scaled from a map and have
 EL0403.an estimated accuracy of +/- 6 seconds.
 EL0403
 EL0403.The orthometric height was determined by differential leveling and
 EL0403.adjusted by the NATIONAL GEODETIC SURVEY
 EL0403.in June 1991.
 EL0403
 EL0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0403.GEOID18 height accuracy estimate available here.
 EL0403
 EL0403.Click photographs - Photos may exist for this station.
 EL0403
 EL0403.The dynamic height is computed by dividing the NAVD 88
 EL0403.geopotential number by the normal gravity value computed on the
 EL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0403.degrees latitude (g = 980.6199 gals.).
 EL0403
 EL0403.The modeled gravity was interpolated from observed gravity values.
 EL0403
 EL0403;                    North         East    Units  Estimated Accuracy
 EL0403;SPC OK S     -    74,500.      682,580.      MT  (+/- 180 meters Scaled)
 EL0403
 EL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC749639(NAD 83)
 EL0403
 EL0403                          SUPERSEDED SURVEY CONTROL
 EL0403
 EL0403  NGVD 29 (??/??/92)  220.831  (m)          724.51   (f) ADJ UNCH    2 0
 EL0403
 EL0403.Superseded values are not recommended for survey control.
 EL0403
 EL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0403.See file dsdata.pdf to determine how the superseded data were derived.
 EL0403
 EL0403_MARKER: DB = BENCH MARK DISK
 EL0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0403_STAMPING: D 39 1934
 EL0403_MARK LOGO: CGS
 EL0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0403+STABILITY: SURFACE MOTION
 EL0403
 EL0403  HISTORY     - Date     Condition        Report By
 EL0403  HISTORY     - 1934     MONUMENTED       CGS
 EL0403  HISTORY     - 1942     GOOD             CGS
 EL0403  HISTORY     - 1943     GOOD
 EL0403
 EL0403                          STATION DESCRIPTION
 EL0403
 EL0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EL0403'RECOVERED IN GOOD CONDITION.
 EL0403
 EL0403                          STATION RECOVERY (1943)
 EL0403
 EL0403'RECOVERED 1943
 EL0403'4.6 MI N FROM MARIETTA.
 EL0403'MARIETTA ABOUT 4.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA
 EL0403'FE RAILWAY FROM THE STATION AT MARIETTA, LOVE COUNTY, ABOUT 100
 EL0403'FEET SOUTH OF CULVERT 437 A, AT MILEPOST 437 PLUS 2860 FEET, AND
 EL0403'21 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 EL0403'STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0404 ***********************************************************************
 EL0404  DESIGNATION -  D 39 RESET
 EL0404  PID         -  EL0404
 EL0404  STATE/COUNTY-  OK/LOVE
 EL0404  COUNTRY     -  US
 EL0404  USGS QUAD   -  LAKE MURRAY (2018)
 EL0404
 EL0404                         *CURRENT SURVEY CONTROL
 EL0404  ______________________________________________________________________
 EL0404* NAD 83(1986) POSITION- 34 00 06.     (N) 097 06 22.     (W)   SCALED
 EL0404* NAVD 88 ORTHO HEIGHT -   218.88  (+/-2cm)      718.1   (feet) VERTCON3
 EL0404  ______________________________________________________________________
 EL0404  GEOID HEIGHT    -        -26.188 (meters)                     GEOID18
 EL0404  VERT ORDER      -  THIRD (See Below)
 EL0404
 EL0404.The horizontal coordinates were scaled from a map and have
 EL0404.an estimated accuracy of +/- 6 seconds.
 EL0404
 EL0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0404
 EL0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0404.GEOID18 height accuracy estimate available here.
 EL0404
 EL0404.The vertical order pertains to the NGVD 29 superseded value.
 EL0404
 EL0404.Click photographs - Photos may exist for this station.
 EL0404
 EL0404;                    North         East    Units  Estimated Accuracy
 EL0404;SPC OK S     -    74,500.      682,580.      MT  (+/- 180 meters Scaled)
 EL0404
 EL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC749639(NAD 83)
 EL0404
 EL0404                          SUPERSEDED SURVEY CONTROL
 EL0404
 EL0404  NGVD 29 (??/??/??)  218.83   (m)          717.9    (f) RESET       3  
 EL0404
 EL0404.Superseded values are not recommended for survey control.
 EL0404
 EL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0404.See file dsdata.pdf to determine how the superseded data were derived.
 EL0404
 EL0404_MARKER: DB = BENCH MARK DISK
 EL0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0404_SP_SET: BRIDGE
 EL0404_STAMPING: D 39 RESET
 EL0404_MARK LOGO: CGS
 EL0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0404
 EL0404  HISTORY     - Date     Condition        Report By
 EL0404  HISTORY     - UNK      MONUMENTED       CGS
 EL0404  HISTORY     - 1968     GOOD             USGS
 EL0404
 EL0404                          STATION DESCRIPTION
 EL0404
 EL0404'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 EL0404'4.6 MI N FROM MARIETTA.
 EL0404'3.8 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 EL0404'FROM THE STATION AT MARIETTA, LOVE COUNTY, AT THE RR BRIDGE OVER
 EL0404'JERRY BRANCH, AT THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 EL0404'ABOUT 4 FOOT EAST OF THE EAST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0427 ***********************************************************************
 FK0427  DESIGNATION -  D 4
 FK0427  PID         -  FK0427
 FK0427  STATE/COUNTY-  OK/BECKHAM
 FK0427  COUNTRY     -  US
 FK0427  USGS QUAD   -  ERICK (2018)
 FK0427
 FK0427                         *CURRENT SURVEY CONTROL
 FK0427  ______________________________________________________________________
 FK0427* NAD 83(1986) POSITION- 35 12 53.4    (N) 099 52 00.3    (W)   HD_HELD2
 FK0427* NAVD 88 ORTHO HEIGHT -   628.534 (meters)     2062.12  (feet) ADJUSTED
 FK0427  ______________________________________________________________________
 FK0427  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 FK0427  DYNAMIC HEIGHT  -        627.899 (meters)     2060.03  (feet) COMP
 FK0427  MODELED GRAVITY -    979,603.7   (mgal)                       NAVD 88
 FK0427
 FK0427  VERT ORDER      -  FIRST     CLASS II
 FK0427
 FK0427.The horizontal coordinates were established by autonomous hand held GPS
 FK0427.observations and have an estimated accuracy of +/- 10 meters.
 FK0427
 FK0427.The orthometric height was determined by differential leveling and
 FK0427.adjusted by the NATIONAL GEODETIC SURVEY
 FK0427.in June 1991.
 FK0427
 FK0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0427.GEOID18 height accuracy estimate available here.
 FK0427
 FK0427.Click photographs - Photos may exist for this station.
 FK0427
 FK0427.The dynamic height is computed by dividing the NAVD 88
 FK0427.geopotential number by the normal gravity value computed on the
 FK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0427.degrees latitude (g = 980.6199 gals.).
 FK0427
 FK0427.The modeled gravity was interpolated from observed gravity values.
 FK0427
 FK0427;                    North         East    Units  Estimated Accuracy
 FK0427;SPC OK S     -   210,280.      430,045.      MT  (+/- 10 meters HH2 GPS)
 FK0427
 FK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2111397211(NAD 83)
 FK0427
 FK0427                          SUPERSEDED SURVEY CONTROL
 FK0427
 FK0427  NGVD 29 (??/??/92)  628.311  (m)         2061.38   (f) ADJ UNCH    1 2
 FK0427
 FK0427.Superseded values are not recommended for survey control.
 FK0427
 FK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0427.See file dsdata.pdf to determine how the superseded data were derived.
 FK0427
 FK0427_MARKER: DB = BENCH MARK DISK
 FK0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0427_SP_SET: BUILDING
 FK0427_STAMPING: 2061.384
 FK0427_MARK LOGO: CGS
 FK0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0427
 FK0427  HISTORY     - Date     Condition        Report By
 FK0427  HISTORY     - 1909     MONUMENTED       CGS
 FK0427  HISTORY     - 1953     GOOD             CGS
 FK0427
 FK0427                          STATION DESCRIPTION
 FK0427
 FK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0427'AT ERICK.
 FK0427'AT ERICK, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BROADWAY
 FK0427'AND MAIN STREET, 19.6 FEET SOUTH OF THE SOUTH EDGE OF BROADWAY,
 FK0427'12 FEET WEST OF THE WEST EDGE OF MAIN STREET, 6.3 FEET SOUTHEAST
 FK0427'OF THE MAIN ENTRANCE TO THE FIRST NATIONAL BANK BUILDING, 0.5
 FK0427'FOOT ABOVE THE SIDEWALK, AT THE NORTHEAST CORNER OF THE BUILDING,
 FK0427'SET VERTICALLY IN THE EAST SIDE OF THE FOUNDATION OF THE BANK
 FK0427'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0387 ***********************************************************************
 EL0387  DESIGNATION -  D 40
 EL0387  PID         -  EL0387
 EL0387  STATE/COUNTY-  OK/CARTER
 EL0387  COUNTRY     -  US
 EL0387  USGS QUAD   -  HEALDTON (2018)
 EL0387
 EL0387                         *CURRENT SURVEY CONTROL
 EL0387  ______________________________________________________________________
 EL0387* NAD 83(1986) POSITION- 34 09 32.     (N) 097 29 01.     (W)   SCALED
 EL0387* NAVD 88 ORTHO HEIGHT -   301.144 (meters)      988.00  (feet) ADJUSTED
 EL0387  ______________________________________________________________________
 EL0387  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 EL0387  DYNAMIC HEIGHT  -        300.831 (meters)      986.98  (feet) COMP
 EL0387  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 EL0387
 EL0387  VERT ORDER      -  FIRST     CLASS II
 EL0387
 EL0387.The horizontal coordinates were scaled from a map and have
 EL0387.an estimated accuracy of +/- 6 seconds.
 EL0387
 EL0387.The orthometric height was determined by differential leveling and
 EL0387.adjusted by the NATIONAL GEODETIC SURVEY
 EL0387.in June 1991.
 EL0387
 EL0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0387.GEOID18 height accuracy estimate available here.
 EL0387
 EL0387.Click photographs - Photos may exist for this station.
 EL0387
 EL0387.The dynamic height is computed by dividing the NAVD 88
 EL0387.geopotential number by the normal gravity value computed on the
 EL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0387.degrees latitude (g = 980.6199 gals.).
 EL0387
 EL0387.The modeled gravity was interpolated from observed gravity values.
 EL0387
 EL0387;                    North         East    Units  Estimated Accuracy
 EL0387;SPC OK S     -    91,700.      647,620.      MT  (+/- 180 meters Scaled)
 EL0387
 EL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC397808(NAD 83)
 EL0387
 EL0387                          SUPERSEDED SURVEY CONTROL
 EL0387
 EL0387  NGVD 29 (??/??/92)  301.058  (m)          987.72   (f) ADJ UNCH    1 2
 EL0387
 EL0387.Superseded values are not recommended for survey control.
 EL0387
 EL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0387.See file dsdata.pdf to determine how the superseded data were derived.
 EL0387
 EL0387_MARKER: DB = BENCH MARK DISK
 EL0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0387_STAMPING: D 40 1934
 EL0387_MARK LOGO: CGS
 EL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0387+STABILITY: SURFACE MOTION
 EL0387
 EL0387  HISTORY     - Date     Condition        Report By
 EL0387  HISTORY     - 1934     MONUMENTED       CGS
 EL0387  HISTORY     - 1973     GOOD             USGS
 EL0387  HISTORY     - 20180801 POOR             OKDOT
 EL0387  HISTORY     - 20210426 MARK NOT FOUND   OKDOT
 EL0387
 EL0387                          STATION DESCRIPTION
 EL0387
 EL0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0387'4.6 MI E FROM WILSON.
 EL0387'4.6 MILES EAST OF THE COUNTY LINE AT ATCHISON TOPEKA AND SANTA FE
 EL0387'RR CROSSING WEST OF WILSON.  50 FEET NORTH OF THE SECTION LINE.
 EL0387'50 FEET SOUTH OF THE TRACK, 20 FEET WEST OF THE CENTERLINE OF THE
 EL0387'ROAD.
 EL0387
 EL0387                          STATION RECOVERY (1973)
 EL0387
 EL0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EL0387'WILSON, ABOUT 3.8 MI. W. OF. ALONG RR. IN SEC. 35, T.4S., R.3 W. 47
 EL0387'FT. S. OF, 16 FT W. OF. AND 1.2 FT. LOWER THAN A RD. X-ING. 4 FT N.
 EL0387'AND 3 FT W. OF A FE. COR. IN CONC. POST, 4 IN. ABOVE GROUND, STD.
 EL0387'TABLET, STAMPED D 40 1934.
 EL0387
 EL0387                          STATION RECOVERY (2018)
 EL0387
 EL0387'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EL0387'THE MARK IS MUTILATED AND UNUSABLE.
 EL0387
 EL0387                          STATION RECOVERY (2021)
 EL0387
 EL0387'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0421 ***********************************************************************
 FJ0421  DESIGNATION -  D 41
 FJ0421  PID         -  FJ0421
 FJ0421  STATE/COUNTY-  OK/GRADY
 FJ0421  COUNTRY     -  US
 FJ0421  USGS QUAD   -  CHICKASHA (2018)
 FJ0421
 FJ0421                         *CURRENT SURVEY CONTROL
 FJ0421  ______________________________________________________________________
 FJ0421* NAD 83(1986) POSITION- 35 03 06.88   (N) 097 56 13.53   (W)   HD_HELD1
 FJ0421* NAVD 88 ORTHO HEIGHT -   334.109 (meters)     1096.16  (feet) ADJUSTED
 FJ0421  ______________________________________________________________________
 FJ0421  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 FJ0421  DYNAMIC HEIGHT  -        333.779 (meters)     1095.07  (feet) COMP
 FJ0421  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 FJ0421
 FJ0421  VERT ORDER      -  FIRST     CLASS II
 FJ0421
 FJ0421.The horizontal coordinates were determined by differentially corrected
 FJ0421.hand held GPS observations or other comparable positioning techniques
 FJ0421.and have an estimated accuracy of +/- 3 meters.
 FJ0421
 FJ0421.The orthometric height was determined by differential leveling and
 FJ0421.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0421.in June 1991.
 FJ0421
 FJ0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0421.GEOID18 height accuracy estimate available here.
 FJ0421
 FJ0421.Click photographs - Photos may exist for this station.
 FJ0421
 FJ0421.The dynamic height is computed by dividing the NAVD 88
 FJ0421.geopotential number by the normal gravity value computed on the
 FJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0421.degrees latitude (g = 980.6199 gals.).
 FJ0421
 FJ0421.The modeled gravity was interpolated from observed gravity values.
 FJ0421
 FJ0421;                    North         East    Units  Estimated Accuracy
 FJ0421;SPC OK S     -   190,635.9     605,739.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0421
 FJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9693279316(NAD 83)
 FJ0421
 FJ0421                          SUPERSEDED SURVEY CONTROL
 FJ0421
 FJ0421  NGVD 29 (??/??/92)  334.005  (m)         1095.81   (f) ADJ UNCH    1 2
 FJ0421
 FJ0421.Superseded values are not recommended for survey control.
 FJ0421
 FJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0421.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0421
 FJ0421_MARKER: DB = BENCH MARK DISK
 FJ0421_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ0421_SP_SET: FOUNDATION WALL
 FJ0421_STAMPING: D 41 1934
 FJ0421_MARK LOGO: CGS
 FJ0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0421+STABILITY: POSITION/ELEVATION WELL
 FJ0421
 FJ0421  HISTORY     - Date     Condition        Report By
 FJ0421  HISTORY     - 1934     MONUMENTED       CGS
 FJ0421  HISTORY     - 1953     GOOD             CGS
 FJ0421  HISTORY     - 1986     GOOD             NGS
 FJ0421  HISTORY     - 1989     GOOD             USPSQD
 FJ0421
 FJ0421                          STATION DESCRIPTION
 FJ0421
 FJ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0421'AT CHICKASHA.
 FJ0421'AT CHICKASHA, 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 FJ0421'POST OFFICE, 3.5 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 FJ0421'EAST WALL OF THE POST OFFICE.
 FJ0421
 FJ0421                          STATION RECOVERY (1986)
 FJ0421
 FJ0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0421'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 FJ0421'CHICKASHA, AT THE INTERSECTION OF WEST CHOCTAW AVENUE AND NORTH 4TH
 FJ0421'STREET, SET VERTICALLY IN THE EAST FOUNDATION WALL OF THE FEDERAL
 FJ0421'BUILDING, 54.9 M (180.1 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 FJ0421'17.1 M (56.1 FT) WEST OF THE CENTERLINE OF THE STREET, 16.5 M (54.1
 FJ0421'FT) SOUTH OF THE CENTER OF THE EAST ENTRANCE, AND 0.9 M (3.0 FT) NORTH
 FJ0421'OF THE SOUTHEAST CORNER OF THE BUILDING.
 FJ0421'THE MARK IS 1.1 M ABOVE THE GROUND.
 FJ0421
 FJ0421                          STATION RECOVERY (1989)
 FJ0421
 FJ0421'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRF)
 FJ0421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0483 ***********************************************************************
 EL0483  DESIGNATION -  D 43
 EL0483  PID         -  EL0483
 EL0483  STATE/COUNTY-  OK/STEPHENS
 EL0483  COUNTRY     -  US
 EL0483  USGS QUAD   -  COMANCHE (2018)
 EL0483
 EL0483                         *CURRENT SURVEY CONTROL
 EL0483  ______________________________________________________________________
 EL0483* NAD 83(1986) POSITION- 34 21 45.     (N) 097 57 38.     (W)   SCALED
 EL0483* NAVD 88 ORTHO HEIGHT -   297.562 (meters)      976.25  (feet) ADJUSTED
 EL0483  ______________________________________________________________________
 EL0483  GEOID HEIGHT    -        -25.448 (meters)                     GEOID18
 EL0483  DYNAMIC HEIGHT  -        297.263 (meters)      975.27  (feet) COMP
 EL0483  MODELED GRAVITY -    979,622.3   (mgal)                       NAVD 88
 EL0483
 EL0483  VERT ORDER      -  FIRST     CLASS II
 EL0483
 EL0483.The horizontal coordinates were scaled from a map and have
 EL0483.an estimated accuracy of +/- 6 seconds.
 EL0483
 EL0483.The orthometric height was determined by differential leveling and
 EL0483.adjusted by the NATIONAL GEODETIC SURVEY
 EL0483.in June 1991.
 EL0483
 EL0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0483.GEOID18 height accuracy estimate available here.
 EL0483
 EL0483.Click photographs - Photos may exist for this station.
 EL0483
 EL0483.The dynamic height is computed by dividing the NAVD 88
 EL0483.geopotential number by the normal gravity value computed on the
 EL0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0483.degrees latitude (g = 980.6199 gals.).
 EL0483
 EL0483.The modeled gravity was interpolated from observed gravity values.
 EL0483
 EL0483;                    North         East    Units  Estimated Accuracy
 EL0483;SPC OK S     -   114,160.      603,630.      MT  (+/- 180 meters Scaled)
 EL0483
 EL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND955028(NAD 83)
 EL0483
 EL0483                          SUPERSEDED SURVEY CONTROL
 EL0483
 EL0483  NGVD 29 (??/??/92)  297.502  (m)          976.05   (f) ADJ UNCH    1 2
 EL0483
 EL0483.Superseded values are not recommended for survey control.
 EL0483
 EL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0483.See file dsdata.pdf to determine how the superseded data were derived.
 EL0483
 EL0483_MARKER: DB = BENCH MARK DISK
 EL0483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0483_SP_SET: PIER
 EL0483_STAMPING: D 43 1934
 EL0483_MARK LOGO: CGS
 EL0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0483
 EL0483  HISTORY     - Date     Condition        Report By
 EL0483  HISTORY     - 1934     MONUMENTED       CGS
 EL0483  HISTORY     - 1963     GOOD
 EL0483  HISTORY     - 1986     GOOD             NGS
 EL0483
 EL0483                          STATION DESCRIPTION
 EL0483
 EL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0483'0.5 MI S FROM COMANCHE.
 EL0483'0.5 MILE SOUTH OF CRIPRR STATION AT COMANCHE, 300 FEET SOUTHEAST
 EL0483'OF MILEPOLE 485/20.  ON EAST SIDE OF NORTH PIER OF CHICAGO ROCK
 EL0483'ISLAND AND PACIFIC RAILWAY BRIDGE 485.6 OVER COW CREEK.
 EL0483
 EL0483                          STATION RECOVERY (1963)
 EL0483
 EL0483'RECOVERED 1963
 EL0483'RECOVERED IN GOOD CONDITION.
 EL0483
 EL0483                          STATION RECOVERY (1986)
 EL0483
 EL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0483'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. IN COMANCHE, AT
 EL0483'THE INTERSECTION OF THE OKLAHOMA KANSAS TEXAS RAILROAD AND COW CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0496 ***********************************************************************
 EL0496  DESIGNATION -  D 44
 EL0496  PID         -  EL0496
 EL0496  STATE/COUNTY-  OK/JEFFERSON
 EL0496  COUNTRY     -  US
 EL0496  USGS QUAD   -  RYAN NE (2018)
 EL0496
 EL0496                         *CURRENT SURVEY CONTROL
 EL0496  ______________________________________________________________________
 EL0496* NAD 83(1986) POSITION- 34 09 29.     (N) 097 52 20.     (W)   SCALED
 EL0496* NAVD 88 ORTHO HEIGHT -   265.981 (meters)      872.64  (feet) ADJUSTED
 EL0496  ______________________________________________________________________
 EL0496  GEOID HEIGHT    -        -25.595 (meters)                     GEOID18
 EL0496  DYNAMIC HEIGHT  -        265.712 (meters)      871.76  (feet) COMP
 EL0496  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 EL0496
 EL0496  VERT ORDER      -  FIRST     CLASS II
 EL0496
 EL0496.The horizontal coordinates were scaled from a map and have
 EL0496.an estimated accuracy of +/- 6 seconds.
 EL0496
 EL0496.The orthometric height was determined by differential leveling and
 EL0496.adjusted by the NATIONAL GEODETIC SURVEY
 EL0496.in June 1991.
 EL0496
 EL0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0496.GEOID18 height accuracy estimate available here.
 EL0496
 EL0496.Click photographs - Photos may exist for this station.
 EL0496
 EL0496.The dynamic height is computed by dividing the NAVD 88
 EL0496.geopotential number by the normal gravity value computed on the
 EL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0496.degrees latitude (g = 980.6199 gals.).
 EL0496
 EL0496.The modeled gravity was interpolated from observed gravity values.
 EL0496
 EL0496;                    North         East    Units  Estimated Accuracy
 EL0496;SPC OK S     -    91,490.      611,780.      MT  (+/- 180 meters Scaled)
 EL0496
 EL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC039802(NAD 83)
 EL0496
 EL0496                          SUPERSEDED SURVEY CONTROL
 EL0496
 EL0496  NGVD 29 (??/??/92)  265.902  (m)          872.38   (f) ADJ UNCH    1 2
 EL0496
 EL0496.Superseded values are not recommended for survey control.
 EL0496
 EL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0496.See file dsdata.pdf to determine how the superseded data were derived.
 EL0496
 EL0496_MARKER: DB = BENCH MARK DISK
 EL0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0496_SP_SET: BRIDGE ABUTMENT
 EL0496_STAMPING: D 44 1934
 EL0496_MARK LOGO: CGS
 EL0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0496
 EL0496  HISTORY     - Date     Condition        Report By
 EL0496  HISTORY     - 1934     MONUMENTED       CGS
 EL0496  HISTORY     - 1963     MARK NOT FOUND
 EL0496
 EL0496                          STATION DESCRIPTION
 EL0496
 EL0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0496'7.5 MI E FROM WAURIKA.
 EL0496'7.5 MILES EAST OF CRIPRR STATION AT WAURIKA, SET ON THE NORTH
 EL0496'SIDE, ON THE RETAINING WALL OF THE WEST ABUTMENT OF A CONCRETE
 EL0496'BRIDGE, ON U.S. HIGHWAY 70.  18 FEET NORTH OF THE CENTER LINE
 EL0496'OF THE HIGHWAY.
 EL0496
 EL0496                          STATION RECOVERY (1963)
 EL0496
 EL0496'RECOVERED 1963
 EL0496'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0259 ***********************************************************************
 EL0259  DESIGNATION -  D 45
 EL0259  PID         -  EL0259
 EL0259  STATE/COUNTY-  OK/PONTOTOC
 EL0259  COUNTRY     -  US
 EL0259  USGS QUAD   -  VANOSS (2018)
 EL0259
 EL0259                         *CURRENT SURVEY CONTROL
 EL0259  ______________________________________________________________________
 EL0259* NAD 83(1986) POSITION- 34 46 02.     (N) 096 52 19.     (W)   SCALED
 EL0259* NAVD 88 ORTHO HEIGHT -   303.389 (meters)      995.37  (feet) ADJUSTED
 EL0259  ______________________________________________________________________
 EL0259  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 EL0259  DYNAMIC HEIGHT  -        303.092 (meters)      994.39  (feet) COMP
 EL0259  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 EL0259
 EL0259  VERT ORDER      -  SECOND    CLASS 0
 EL0259
 EL0259.The horizontal coordinates were scaled from a map and have
 EL0259.an estimated accuracy of +/- 6 seconds.
 EL0259
 EL0259.The orthometric height was determined by differential leveling and
 EL0259.adjusted by the NATIONAL GEODETIC SURVEY
 EL0259.in June 1991.
 EL0259
 EL0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0259.GEOID18 height accuracy estimate available here.
 EL0259
 EL0259.Click photographs - Photos may exist for this station.
 EL0259
 EL0259.The dynamic height is computed by dividing the NAVD 88
 EL0259.geopotential number by the normal gravity value computed on the
 EL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0259.degrees latitude (g = 980.6199 gals.).
 EL0259
 EL0259.The modeled gravity was interpolated from observed gravity values.
 EL0259
 EL0259;                    North         East    Units  Estimated Accuracy
 EL0259;SPC OK S     -   159,630.      703,260.      MT  (+/- 180 meters Scaled)
 EL0259
 EL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD947492(NAD 83)
 EL0259
 EL0259                          SUPERSEDED SURVEY CONTROL
 EL0259
 EL0259  NGVD 29 (??/??/92)  303.298  (m)          995.07   (f) ADJ UNCH    2 0
 EL0259
 EL0259.Superseded values are not recommended for survey control.
 EL0259
 EL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0259.See file dsdata.pdf to determine how the superseded data were derived.
 EL0259
 EL0259_MARKER: DB = BENCH MARK DISK
 EL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0259_STAMPING: D 45 1934
 EL0259_MARK LOGO: CGS
 EL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0259+STABILITY: SURFACE MOTION
 EL0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0259+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 EL0259
 EL0259  HISTORY     - Date     Condition        Report By
 EL0259  HISTORY     - 1934     MONUMENTED       CGS
 EL0259  HISTORY     - 1965     GOOD             USGS
 EL0259  HISTORY     - 20180208 POOR             OKDOT
 EL0259  HISTORY     - 20220830 POOR             OKDOT
 EL0259
 EL0259                          STATION DESCRIPTION
 EL0259
 EL0259'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EL0259'AT VANOSS.
 EL0259'AT VANOSS.  PONTOTOC COUNTY, ON ATCHISON TOPEKA AND SANTA FE
 EL0259'RAILROAD, T3N, R4E, IN THE NORTHWEST CORNER OF SECTION 3, 54 FT.
 EL0259'NORTH OF THE NORTH RAIL AND ON THE RIGHT OF WAY LINE, 72 FT.
 EL0259'NORTH AND 60 FT. EAST OF ROAD AT RAILROAD CROSSING, A STANDARD
 EL0259'DISK, STAMPED D 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EL0259
 EL0259                          STATION RECOVERY (2018)
 EL0259
 EL0259'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EL0259'OBLITERATED.  SETTING FOUND SEPARATED FROM MARK.
 EL0259
 EL0259                          STATION RECOVERY (2022)
 EL0259
 EL0259'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0259'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0305 ***********************************************************************
 GH0305  DESIGNATION -  D 47
 GH0305  PID         -  GH0305
 GH0305  STATE/COUNTY-  OK/NOBLE
 GH0305  COUNTRY     -  US
 GH0305  USGS QUAD   -  PERRY (2018)
 GH0305
 GH0305                         *CURRENT SURVEY CONTROL
 GH0305  ______________________________________________________________________
 GH0305* NAD 83(1986) POSITION- 36 18 56.     (N) 097 15 52.     (W)   SCALED
 GH0305* NAVD 88 ORTHO HEIGHT -   294.520 (meters)      966.27  (feet) ADJUSTED
 GH0305  ______________________________________________________________________
 GH0305  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 GH0305  DYNAMIC HEIGHT  -        294.257 (meters)      965.41  (feet) COMP
 GH0305  MODELED GRAVITY -    979,733.8   (mgal)                       NAVD 88
 GH0305
 GH0305  VERT ORDER      -  SECOND    CLASS 0
 GH0305
 GH0305.The horizontal coordinates were scaled from a map and have
 GH0305.an estimated accuracy of +/- 6 seconds.
 GH0305
 GH0305.The orthometric height was determined by differential leveling and
 GH0305.adjusted by the NATIONAL GEODETIC SURVEY
 GH0305.in June 1991.
 GH0305
 GH0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0305.GEOID18 height accuracy estimate available here.
 GH0305
 GH0305.Click photographs - Photos may exist for this station.
 GH0305
 GH0305.The dynamic height is computed by dividing the NAVD 88
 GH0305.geopotential number by the normal gravity value computed on the
 GH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0305.degrees latitude (g = 980.6199 gals.).
 GH0305
 GH0305.The modeled gravity was interpolated from observed gravity values.
 GH0305
 GH0305;                    North         East    Units  Estimated Accuracy
 GH0305;SPC OK N     -   146,220.      666,050.      MT  (+/- 180 meters Scaled)
 GH0305
 GH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF558203(NAD 83)
 GH0305
 GH0305                          SUPERSEDED SURVEY CONTROL
 GH0305
 GH0305  NGVD 29 (??/??/92)  294.388  (m)          965.84   (f) ADJ UNCH    2 0
 GH0305
 GH0305.Superseded values are not recommended for survey control.
 GH0305
 GH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0305.See file dsdata.pdf to determine how the superseded data were derived.
 GH0305
 GH0305_MARKER: DB = BENCH MARK DISK
 GH0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0305_STAMPING: D 47 1934
 GH0305_MARK LOGO: CGS
 GH0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0305
 GH0305  HISTORY     - Date     Condition        Report By
 GH0305  HISTORY     - 1934     MONUMENTED       CGS
 GH0305  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0305
 GH0305                          STATION DESCRIPTION
 GH0305
 GH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0305'3.3 MI NE FROM PERRY.
 GH0305'3.3 MILES NORTHEAST OF CITY PARK, PERRY. 0.3 MILES SOUTH OF
 GH0305'SCHOOL HOUSE.  455 FEET WEST OF MILE-POST 506.  160 FEET EAST
 GH0305'OF COUNTY ROAD CROSSING.  42 FEET NORTH OF CENTER-LINE, ST. LOUIS
 GH0305'AND SAN FRANCISCO RAILROAD AND 8 FEET SOUTH OF RIGHT OF WAY
 GH0305'FENCE.  STANDARD USC AND GS TABLET IN PRECAST CONCRETE POST.
 GH0305
 GH0305                          STATION RECOVERY (1972)
 GH0305
 GH0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0136 ***********************************************************************
 GH0136  DESIGNATION -  D 48
 GH0136  PID         -  GH0136
 GH0136  STATE/COUNTY-  OK/PAWNEE
 GH0136  COUNTRY     -  US
 GH0136  USGS QUAD   -  JENNINGS (2018)
 GH0136
 GH0136                         *CURRENT SURVEY CONTROL
 GH0136  ______________________________________________________________________
 GH0136* NAD 83(1986) POSITION- 36 11 32.     (N) 096 32 07.     (W)   SCALED
 GH0136* NAVD 88 ORTHO HEIGHT -   252.086 (meters)      827.05  (feet) ADJUSTED
 GH0136  ______________________________________________________________________
 GH0136  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 GH0136  DYNAMIC HEIGHT  -        251.868 (meters)      826.34  (feet) COMP
 GH0136  MODELED GRAVITY -    979,759.0   (mgal)                       NAVD 88
 GH0136
 GH0136  VERT ORDER      -  SECOND    CLASS 0
 GH0136
 GH0136.The horizontal coordinates were scaled from a map and have
 GH0136.an estimated accuracy of +/- 6 seconds.
 GH0136
 GH0136.The orthometric height was determined by differential leveling and
 GH0136.adjusted by the NATIONAL GEODETIC SURVEY
 GH0136.in June 1991.
 GH0136
 GH0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0136.GEOID18 height accuracy estimate available here.
 GH0136
 GH0136.Click photographs - Photos may exist for this station.
 GH0136
 GH0136.The dynamic height is computed by dividing the NAVD 88
 GH0136.geopotential number by the normal gravity value computed on the
 GH0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0136.degrees latitude (g = 980.6199 gals.).
 GH0136
 GH0136.The modeled gravity was interpolated from observed gravity values.
 GH0136
 GH0136;                    North         East    Units  Estimated Accuracy
 GH0136;SPC OK N     -   133,270.      731,730.      MT  (+/- 180 meters Scaled)
 GH0136
 GH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF216080(NAD 83)
 GH0136
 GH0136                          SUPERSEDED SURVEY CONTROL
 GH0136
 GH0136  NGVD 29 (??/??/92)  251.979  (m)          826.70   (f) ADJ UNCH    2 0
 GH0136
 GH0136.Superseded values are not recommended for survey control.
 GH0136
 GH0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0136.See file dsdata.pdf to determine how the superseded data were derived.
 GH0136
 GH0136_MARKER: DB = BENCH MARK DISK
 GH0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0136_STAMPING: D 48 1934
 GH0136_MARK LOGO: CGS
 GH0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0136+STABILITY: SURFACE MOTION
 GH0136
 GH0136  HISTORY     - Date     Condition        Report By
 GH0136  HISTORY     - 1934     MONUMENTED       CGS
 GH0136  HISTORY     - 1975     MARK NOT FOUND   USGS
 GH0136
 GH0136                          STATION DESCRIPTION
 GH0136
 GH0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0136'3.9 MI E FROM HALLETT.
 GH0136'3.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0136'THE STATION AT HALLETT, PAWNEE COUNTY, 32 FEET WEST OF THE
 GH0136'SEVENTH POLE EAST OF MILEPOST 458, AT A ROAD CROSSING, 48 FEET
 GH0136'NORTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET EAST OF THE
 GH0136'NORTH-AND-SOUTH SECTION-LINE ROAD.  A STANDARD DISK, STAMPED
 GH0136'D 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0136
 GH0136                          STATION RECOVERY (1975)
 GH0136
 GH0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GH0136'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0211 ***********************************************************************
 FJ0211  DESIGNATION -  D 49
 FJ0211  PID         -  FJ0211
 FJ0211  STATE/COUNTY-  OK/LINCOLN
 FJ0211  COUNTRY     -  US
 FJ0211  USGS QUAD   -  DAVENPORT (2018)
 FJ0211
 FJ0211                         *CURRENT SURVEY CONTROL
 FJ0211  ______________________________________________________________________
 FJ0211* NAD 83(1986) POSITION- 35 41 01.     (N) 096 46 19.     (W)   SCALED
 FJ0211* NAVD 88 ORTHO HEIGHT -   251.875 (meters)      826.36  (feet) ADJUSTED
 FJ0211  ______________________________________________________________________
 FJ0211  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 FJ0211  DYNAMIC HEIGHT  -        251.641 (meters)      825.59  (feet) COMP
 FJ0211  MODELED GRAVITY -    979,695.8   (mgal)                       NAVD 88
 FJ0211
 FJ0211  VERT ORDER      -  SECOND    CLASS 0
 FJ0211
 FJ0211.The horizontal coordinates were scaled from a map and have
 FJ0211.an estimated accuracy of +/- 6 seconds.
 FJ0211
 FJ0211.The orthometric height was determined by differential leveling and
 FJ0211.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0211.in June 1991.
 FJ0211
 FJ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0211.GEOID18 height accuracy estimate available here.
 FJ0211
 FJ0211.Click photographs - Photos may exist for this station.
 FJ0211
 FJ0211.The dynamic height is computed by dividing the NAVD 88
 FJ0211.geopotential number by the normal gravity value computed on the
 FJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0211.degrees latitude (g = 980.6199 gals.).
 FJ0211
 FJ0211.The modeled gravity was interpolated from observed gravity values.
 FJ0211
 FJ0211;                    North         East    Units  Estimated Accuracy
 FJ0211;SPC OK N     -    76,550.      711,160.      MT  (+/- 180 meters Scaled)
 FJ0211
 FJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE016511(NAD 83)
 FJ0211
 FJ0211                          SUPERSEDED SURVEY CONTROL
 FJ0211
 FJ0211  NGVD 29 (??/??/92)  251.780  (m)          826.05   (f) ADJ UNCH    2 0
 FJ0211
 FJ0211.Superseded values are not recommended for survey control.
 FJ0211
 FJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0211.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0211
 FJ0211_MARKER: DB = BENCH MARK DISK
 FJ0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0211_SP_SET: PIER
 FJ0211_STAMPING: D 49 1934
 FJ0211_MARK LOGO: CGS
 FJ0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0211
 FJ0211  HISTORY     - Date     Condition        Report By
 FJ0211  HISTORY     - 1934     MONUMENTED       CGS
 FJ0211  HISTORY     - 20220912 MARK NOT FOUND   OKDOT
 FJ0211
 FJ0211                          STATION DESCRIPTION
 FJ0211
 FJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0211'1.6 MI S FROM DAVENPORT.
 FJ0211'1.6 MILES SOUTH OF ATSFRR IN THE TOP OF EAST CONCRETE PIER OF
 FJ0211'RAILROAD BRIDGE 103F 40 FEET NORTH OF THE SOUTH END OF BRIDGE.
 FJ0211'15 FEET EAST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 FJ0211'RAILROAD.  3 FEET BELOW THE LEVEL OF THE RAILS.
 FJ0211
 FJ0211                          STATION RECOVERY (2022)
 FJ0211
 FJ0211'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0211'THE MARK IS SET IN TOP BRIDGE PIER.  THERE ARE SAFETY CONCERNS WITH
 FJ0211'THIS MARK BECAUSE BRIDGE IS GONE AND PIER IS THE ONLY PART OF THE
 FJ0211'STRUCTURE STANDING AND WE WOULD NEED A LADDER TO ACCESS THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0566 ***********************************************************************
 FH0566  DESIGNATION -  D 5
 FH0566  PID         -  FH0566
 FH0566  STATE/COUNTY-  OK/HASKELL
 FH0566  COUNTRY     -  US
 FH0566  USGS QUAD   -  LAFAYETTE (2019)
 FH0566
 FH0566                         *CURRENT SURVEY CONTROL
 FH0566  ______________________________________________________________________
 FH0566* NAD 83(1986) POSITION- 35 08 11.     (N) 095 01 47.     (W)   SCALED
 FH0566* NAVD 88 ORTHO HEIGHT -   182.545 (meters)      598.90  (feet) ADJUSTED
 FH0566  ______________________________________________________________________
 FH0566  GEOID HEIGHT    -        -31.050 (meters)                     GEOID18
 FH0566  DYNAMIC HEIGHT  -        182.364 (meters)      598.31  (feet) COMP
 FH0566  MODELED GRAVITY -    979,635.4   (mgal)                       NAVD 88
 FH0566
 FH0566  VERT ORDER      -  FIRST     CLASS II
 FH0566
 FH0566.The horizontal coordinates were scaled from a map and have
 FH0566.an estimated accuracy of +/- 6 seconds.
 FH0566
 FH0566.The orthometric height was determined by differential leveling and
 FH0566.adjusted by the NATIONAL GEODETIC SURVEY
 FH0566.in June 1991.
 FH0566
 FH0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0566.GEOID18 height accuracy estimate available here.
 FH0566
 FH0566.Click photographs - Photos may exist for this station.
 FH0566
 FH0566.The dynamic height is computed by dividing the NAVD 88
 FH0566.geopotential number by the normal gravity value computed on the
 FH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0566.degrees latitude (g = 980.6199 gals.).
 FH0566
 FH0566.The modeled gravity was interpolated from observed gravity values.
 FH0566
 FH0566;                    North         East    Units  Estimated Accuracy
 FH0566;SPC OK S     -   203,990.      870,660.      MT  (+/- 180 meters Scaled)
 FH0566
 FH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU150900(NAD 83)
 FH0566
 FH0566                          SUPERSEDED SURVEY CONTROL
 FH0566
 FH0566  NGVD 29 (??/??/92)  182.430  (m)          598.52   (f) ADJ UNCH    1 2
 FH0566
 FH0566.Superseded values are not recommended for survey control.
 FH0566
 FH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0566.See file dsdata.pdf to determine how the superseded data were derived.
 FH0566
 FH0566_MARKER: DB = BENCH MARK DISK
 FH0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0566_STAMPING: 598.522 D 5 1933
 FH0566_MARK LOGO: CGS
 FH0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0566+STABILITY: SURFACE MOTION
 FH0566
 FH0566  HISTORY     - Date     Condition        Report By
 FH0566  HISTORY     - 1933     MONUMENTED       CGS
 FH0566  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0566
 FH0566                          STATION DESCRIPTION
 FH0566
 FH0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0566'3.7 MI W FROM MC CURTAIN.
 FH0566'3.7 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0566'RAILWAY FROM MC CURTAIN, HASKELL COUNTY, 41 FEET NORTH OF
 FH0566'THE OLD ROADBED, AND 32 FEET SOUTH OF THE CENTER LINE OF
 FH0566'STATE HIGHWAY 31.  A STANDARD DISK, STAMPED 598.522 D 5 1933
 FH0566'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS
 FH0566'PROBABLY DESTROYED AS ITS FORMER LOCATION WOULD BE IN THE
 FH0566'PRESENT GRADER DITCH OF IMPROVED HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0150 ***********************************************************************
 GH0150  DESIGNATION -  D 50
 GH0150  PID         -  GH0150
 GH0150  STATE/COUNTY-  OK/PAWNEE
 GH0150  COUNTRY     -  US
 GH0150  USGS QUAD   -  CASEY (2018)
 GH0150
 GH0150                         *CURRENT SURVEY CONTROL
 GH0150  ______________________________________________________________________
 GH0150* NAD 83(1986) POSITION- 36 16 34.79   (N) 096 42 27.36   (W)   HD_HELD1
 GH0150* NAVD 88 ORTHO HEIGHT -   271.347 (meters)      890.24  (feet) ADJUSTED
 GH0150  ______________________________________________________________________
 GH0150  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 GH0150  DYNAMIC HEIGHT  -        271.110 (meters)      889.47  (feet) COMP
 GH0150  MODELED GRAVITY -    979,751.6   (mgal)                       NAVD 88
 GH0150
 GH0150  VERT ORDER      -  SECOND    CLASS 0
 GH0150
 GH0150.The horizontal coordinates were determined by differentially corrected
 GH0150.hand held GPS observations or other comparable positioning techniques
 GH0150.and have an estimated accuracy of +/- 3 meters.
 GH0150
 GH0150.The orthometric height was determined by differential leveling and
 GH0150.adjusted by the NATIONAL GEODETIC SURVEY
 GH0150.in June 1991.
 GH0150
 GH0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0150.GEOID18 height accuracy estimate available here.
 GH0150
 GH0150.Click photographs - Photos may exist for this station.
 GH0150
 GH0150.The dynamic height is computed by dividing the NAVD 88
 GH0150.geopotential number by the normal gravity value computed on the
 GH0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0150.degrees latitude (g = 980.6199 gals.).
 GH0150
 GH0150.The modeled gravity was interpolated from observed gravity values.
 GH0150
 GH0150;                    North         East    Units  Estimated Accuracy
 GH0150;SPC OK N     -   142,385.8     716,110.1     MT  (+/- 3 meters HH1 GPS) 
 GH0150
 GH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0590117036(NAD 83)
 GH0150
 GH0150                          SUPERSEDED SURVEY CONTROL
 GH0150
 GH0150  NGVD 29 (??/??/92)  271.240  (m)          889.89   (f) ADJ UNCH    2 0
 GH0150
 GH0150.Superseded values are not recommended for survey control.
 GH0150
 GH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0150.See file dsdata.pdf to determine how the superseded data were derived.
 GH0150
 GH0150_MARKER: DB = BENCH MARK DISK
 GH0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0150_STAMPING: D 50 1934
 GH0150_MARK LOGO: CGS
 GH0150_PROJECTION: PROJECTING 20 CENTIMETERS
 GH0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0150+STABILITY: SURFACE MOTION
 GH0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0150+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH0150
 GH0150  HISTORY     - Date     Condition        Report By
 GH0150  HISTORY     - 1934     MONUMENTED       CGS
 GH0150  HISTORY     - 20130103 GOOD             OKDOT
 GH0150  HISTORY     - 20220209 GOOD             OKDOT
 GH0150
 GH0150                          STATION DESCRIPTION
 GH0150
 GH0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0150'1.5 MI S FROM CASY.
 GH0150'1.5 MILES SOUTH OF JUNCTION OF AT AND SF RR AND ST. L AND SF RR
 GH0150'156 FEET SOUTHEAST OF CULVERT 59C.  48 FEET SOUTH OF THE
 GH0150'CENTERLINE OF ATCHION TOPEKA AND SANTA FE RAILROAD.  2 FEET NORTH
 GH0150'OF RAILROAD RIGHT-OF-WAY FENCE LINE.
 GH0150
 GH0150                          STATION RECOVERY (2013)
 GH0150
 GH0150'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (RDS)
 GH0150'RECOVERED IN GOOD CONDITION.
 GH0150
 GH0150                          STATION RECOVERY (2022)
 GH0150
 GH0150'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0246 ***********************************************************************
 GG0246  DESIGNATION -  D 52
 GG0246  PID         -  GG0246
 GG0246  STATE/COUNTY-  OK/OTTAWA
 GG0246  COUNTRY     -  US
 GG0246  USGS QUAD   -  WYANDOTTE (2018)
 GG0246
 GG0246                         *CURRENT SURVEY CONTROL
 GG0246  ______________________________________________________________________
 GG0246* NAD 83(1986) POSITION- 36 49 54.     (N) 094 38 37.     (W)   SCALED
 GG0246* NAVD 88 ORTHO HEIGHT -   250.137 (meters)      820.66  (feet) ADJUSTED
 GG0246  ______________________________________________________________________
 GG0246  GEOID HEIGHT    -        -29.179 (meters)                     GEOID18
 GG0246  DYNAMIC HEIGHT  -        249.932 (meters)      819.99  (feet) COMP
 GG0246  MODELED GRAVITY -    979,805.0   (mgal)                       NAVD 88
 GG0246
 GG0246  VERT ORDER      -  SECOND    CLASS 0
 GG0246
 GG0246.The horizontal coordinates were scaled from a map and have
 GG0246.an estimated accuracy of +/- 6 seconds.
 GG0246
 GG0246.The orthometric height was determined by differential leveling and
 GG0246.adjusted by the NATIONAL GEODETIC SURVEY
 GG0246.in June 1991.
 GG0246
 GG0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0246.GEOID18 height accuracy estimate available here.
 GG0246
 GG0246.Click photographs - Photos may exist for this station.
 GG0246
 GG0246.The dynamic height is computed by dividing the NAVD 88
 GG0246.geopotential number by the normal gravity value computed on the
 GG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0246.degrees latitude (g = 980.6199 gals.).
 GG0246
 GG0246.The modeled gravity was interpolated from observed gravity values.
 GG0246
 GG0246;                    North         East    Units  Estimated Accuracy
 GG0246;SPC OK N     -   208,410.      899,360.      MT  (+/- 180 meters Scaled)
 GG0246
 GG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA534774(NAD 83)
 GG0246
 GG0246                          SUPERSEDED SURVEY CONTROL
 GG0246
 GG0246  NGVD 29 (??/??/92)  250.036  (m)          820.33   (f) ADJ UNCH    2 0
 GG0246
 GG0246.Superseded values are not recommended for survey control.
 GG0246
 GG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0246.See file dsdata.pdf to determine how the superseded data were derived.
 GG0246
 GG0246_MARKER: DB = BENCH MARK DISK
 GG0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0246_STAMPING: D 52 1934
 GG0246_MARK LOGO: CGS
 GG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0246+STABILITY: SURFACE MOTION
 GG0246
 GG0246  HISTORY     - Date     Condition        Report By
 GG0246  HISTORY     - 1934     MONUMENTED       CGS
 GG0246
 GG0246                          STATION DESCRIPTION
 GG0246
 GG0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0246'5.7 MI E FROM WYANDOTTE.
 GG0246'5.7 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GG0246'STATION AT WYANDOTTE, OTTAWA COUNTY, 3 POLES WEST OF THE
 GG0246'FIFTEENTH POLE WEST OF MILEPOST 327, 1/4 MILE SOUTH OF A LARGE
 GG0246'RED BARN, NEAR A SMALL COULEE, DIRECTLY NORTH OF A CONCRETE
 GG0246'CULVERT, 40 FEET NORTH OF THE TRACK, AND IN THE RIGHT-OF-WAY
 GG0246'FENCE LINE.  A STANDARD DISK, STAMPED D 52 1934 AND SET IN THE
 GG0246'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0156 ***********************************************************************
 EL0156  DESIGNATION -  D 56
 EL0156  PID         -  EL0156
 EL0156  STATE/COUNTY-  OK/COAL
 EL0156  COUNTRY     -  US
 EL0156  USGS QUAD   -  LEHIGH (2019)
 EL0156
 EL0156                         *CURRENT SURVEY CONTROL
 EL0156  ______________________________________________________________________
 EL0156* NAD 83(1986) POSITION- 34 28 09.29   (N) 096 13 25.66   (W)   HD_HELD1
 EL0156* NAVD 88 ORTHO HEIGHT -   182.742 (meters)      599.55  (feet) ADJUSTED
 EL0156  ______________________________________________________________________
 EL0156  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 EL0156  DYNAMIC HEIGHT  -        182.558 (meters)      598.94  (feet) COMP
 EL0156  MODELED GRAVITY -    979,624.3   (mgal)                       NAVD 88
 EL0156
 EL0156  VERT ORDER      -  SECOND    CLASS 0
 EL0156
 EL0156.The horizontal coordinates were determined by differentially corrected
 EL0156.hand held GPS observations or other comparable positioning techniques
 EL0156.and have an estimated accuracy of +/- 3 meters.
 EL0156
 EL0156.The orthometric height was determined by differential leveling and
 EL0156.adjusted by the NATIONAL GEODETIC SURVEY
 EL0156.in June 1991.
 EL0156
 EL0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0156.GEOID18 height accuracy estimate available here.
 EL0156
 EL0156.Click photographs - Photos may exist for this station.
 EL0156
 EL0156.The dynamic height is computed by dividing the NAVD 88
 EL0156.geopotential number by the normal gravity value computed on the
 EL0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0156.degrees latitude (g = 980.6199 gals.).
 EL0156
 EL0156.The modeled gravity was interpolated from observed gravity values.
 EL0156
 EL0156;                    North         East    Units  Estimated Accuracy
 EL0156;SPC OK S     -   127,434.8     763,168.0     MT  (+/- 3 meters HH1 GPS) 
 EL0156
 EL0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5499417685(NAD 83)
 EL0156
 EL0156                          SUPERSEDED SURVEY CONTROL
 EL0156
 EL0156  NGVD 29 (??/??/92)  182.672  (m)          599.32   (f) ADJ UNCH    2 0
 EL0156
 EL0156.Superseded values are not recommended for survey control.
 EL0156
 EL0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0156.See file dsdata.pdf to determine how the superseded data were derived.
 EL0156
 EL0156_MARKER: DB = BENCH MARK DISK
 EL0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0156_STAMPING: D 56 1934
 EL0156_MARK LOGO: CGS
 EL0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0156+STABILITY: SURFACE MOTION
 EL0156
 EL0156  HISTORY     - Date     Condition        Report By
 EL0156  HISTORY     - 1934     MONUMENTED       CGS
 EL0156
 EL0156                          STATION DESCRIPTION
 EL0156
 EL0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0156'AT LEHIGH.
 EL0156'AT LEHIGH, COAL COUNTY, ON THE OKLAHOMA CITY-ADA-ATOKA RAILWAY,
 EL0156'210 FEET SOUTH OF THE STATION, 210 FEET NORTH OF THE CENTER LINE
 EL0156'OF THE MAIN STREET, AND 25 FEET WEST OF THE WEST RAIL OF THE MAIN
 EL0156'TRACK.  A STANDARD DISK, STAMPED D 56 1934 AND SET IN THE TOP OF
 EL0156'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0236 ***********************************************************************
 EL0236  DESIGNATION -  D 57
 EL0236  PID         -  EL0236
 EL0236  STATE/COUNTY-  OK/PONTOTOC
 EL0236  COUNTRY     -  US
 EL0236  USGS QUAD   -  ADA (2018)
 EL0236
 EL0236                         *CURRENT SURVEY CONTROL
 EL0236  ______________________________________________________________________
 EL0236* NAD 83(1986) POSITION- 34 46 27.     (N) 096 39 53.     (W)   SCALED
 EL0236* NAVD 88 ORTHO HEIGHT -   314.922 (meters)     1033.21  (feet) ADJUSTED
 EL0236  ______________________________________________________________________
 EL0236  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 EL0236  DYNAMIC HEIGHT  -        314.613 (meters)     1032.19  (feet) COMP
 EL0236  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 EL0236
 EL0236  VERT ORDER      -  SECOND    CLASS 0
 EL0236
 EL0236.The horizontal coordinates were scaled from a map and have
 EL0236.an estimated accuracy of +/- 6 seconds.
 EL0236
 EL0236.The orthometric height was determined by differential leveling and
 EL0236.adjusted by the NATIONAL GEODETIC SURVEY
 EL0236.in June 1991.
 EL0236
 EL0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0236.GEOID18 height accuracy estimate available here.
 EL0236
 EL0236.Click photographs - Photos may exist for this station.
 EL0236
 EL0236.The dynamic height is computed by dividing the NAVD 88
 EL0236.geopotential number by the normal gravity value computed on the
 EL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0236.degrees latitude (g = 980.6199 gals.).
 EL0236
 EL0236.The modeled gravity was interpolated from observed gravity values.
 EL0236
 EL0236;                    North         East    Units  Estimated Accuracy
 EL0236;SPC OK S     -   160,630.      722,220.      MT  (+/- 180 meters Scaled)
 EL0236
 EL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD137504(NAD 83)
 EL0236
 EL0236                          SUPERSEDED SURVEY CONTROL
 EL0236
 EL0236  NGVD 29 (??/??/92)  314.823  (m)         1032.88   (f) ADJ UNCH    2 0
 EL0236
 EL0236.Superseded values are not recommended for survey control.
 EL0236
 EL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0236.See file dsdata.pdf to determine how the superseded data were derived.
 EL0236
 EL0236_MARKER: DB = BENCH MARK DISK
 EL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0236_STAMPING: D 57 1934
 EL0236_MARK LOGO: CGS
 EL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0236+STABILITY: SURFACE MOTION
 EL0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0236+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2007
 EL0236
 EL0236  HISTORY     - Date     Condition        Report By
 EL0236  HISTORY     - 1934     MONUMENTED       CGS
 EL0236  HISTORY     - 1972     GOOD
 EL0236  HISTORY     - 20070517 GOOD             INDIV
 EL0236
 EL0236                          STATION DESCRIPTION
 EL0236
 EL0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0236'AT ADA.
 EL0236'AT ADA 112 FEET EAST OF ENTRANCE TO ADMINISTRATION BUILDING.
 EL0236'27 FEET SOUTHEAST OF WEST MAIN ENTRANCE TO CAMPUS OF EAST CENTRAL
 EL0236'STATE TEACHERS COLLEGE.  NOTE-- 1.1 MI NE OF INTERSECTION OF
 EL0236'CHICAGO, ROCK ISLAND AND PACIFIC RR AND THE ST LOUIS AND
 EL0236'SAN FRANCISCO RR IN HOLDENVILLE FOLLOWING RR TRACKS.  CONCRETE
 EL0236'POST 35 FT N OF RR AND 70 FT W OF INTERSECTION OF RD AND RR.
 EL0236
 EL0236                          STATION RECOVERY (1972)
 EL0236
 EL0236'RECOVERED 1972
 EL0236'RECOVERED IN GOOD CONDITION.
 EL0236
 EL0236                          STATION RECOVERY (2007)
 EL0236
 EL0236'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 EL0236'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0062 ***********************************************************************
 FJ0062  DESIGNATION -  D 58
 FJ0062  PID         -  FJ0062
 FJ0062  STATE/COUNTY-  OK/HUGHES
 FJ0062  COUNTRY     -  US
 FJ0062  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0062
 FJ0062                         *CURRENT SURVEY CONTROL
 FJ0062  ______________________________________________________________________
 FJ0062* NAD 83(1986) POSITION- 35 05 25.     (N) 096 23 20.     (W)   SCALED
 FJ0062* NAVD 88 ORTHO HEIGHT -   275.419 (meters)      903.60  (feet) ADJUSTED
 FJ0062  ______________________________________________________________________
 FJ0062  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 FJ0062  DYNAMIC HEIGHT  -        275.152 (meters)      902.73  (feet) COMP
 FJ0062  MODELED GRAVITY -    979,657.1   (mgal)                       NAVD 88
 FJ0062
 FJ0062  VERT ORDER      -  SECOND    CLASS 0
 FJ0062
 FJ0062.The horizontal coordinates were scaled from a map and have
 FJ0062.an estimated accuracy of +/- 6 seconds.
 FJ0062
 FJ0062.The orthometric height was determined by differential leveling and
 FJ0062.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0062.in June 1991.
 FJ0062
 FJ0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0062.GEOID18 height accuracy estimate available here.
 FJ0062
 FJ0062.Click photographs - Photos may exist for this station.
 FJ0062
 FJ0062.The dynamic height is computed by dividing the NAVD 88
 FJ0062.geopotential number by the normal gravity value computed on the
 FJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0062.degrees latitude (g = 980.6199 gals.).
 FJ0062
 FJ0062.The modeled gravity was interpolated from observed gravity values.
 FJ0062
 FJ0062;                    North         East    Units  Estimated Accuracy
 FJ0062;SPC OK S     -   196,060.      746,900.      MT  (+/- 180 meters Scaled)
 FJ0062
 FJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD380861(NAD 83)
 FJ0062
 FJ0062                          SUPERSEDED SURVEY CONTROL
 FJ0062
 FJ0062  NGVD 29 (??/??/92)  275.300  (m)          903.21   (f) ADJ UNCH    2 0
 FJ0062
 FJ0062.Superseded values are not recommended for survey control.
 FJ0062
 FJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0062.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0062
 FJ0062_MARKER: DB = BENCH MARK DISK
 FJ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0062_STAMPING: D 58 1934
 FJ0062_MARK LOGO: CGS
 FJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0062+STABILITY: SURFACE MOTION
 FJ0062
 FJ0062  HISTORY     - Date     Condition        Report By
 FJ0062  HISTORY     - 1934     MONUMENTED       CGS
 FJ0062  HISTORY     - 1947     GOOD             CGS
 FJ0062
 FJ0062                          STATION DESCRIPTION
 FJ0062
 FJ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0062'1 MI NE FROM HOLDENVILLE.
 FJ0062'1.0 MILES NORTHEAST OF UNION STATION AT HOLDENVILLE 300 FEET
 FJ0062'NORTH OF MILE POLE 518/20.  300 FEET NORTHEAST OF OLIPHANT AND
 FJ0062'SON PACKING PLANT.  44 FEET WEST OF THE NEAREST RAIL OF SAINT
 FJ0062'LOUIS AND SAN FRANCISCO RAILWAY TRACK.  IN LINE WITH TELEGRAPH
 FJ0062'POLES.
 FJ0062
 FJ0062                          STATION RECOVERY (1947)
 FJ0062
 FJ0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 FJ0062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0413 ***********************************************************************
 FJ0413  DESIGNATION -  D 59
 FJ0413  PID         -  FJ0413
 FJ0413  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0413  COUNTRY     -  US
 FJ0413  USGS QUAD   -  MACOMB (2018)
 FJ0413
 FJ0413                         *CURRENT SURVEY CONTROL
 FJ0413  ______________________________________________________________________
 FJ0413* NAD 83(1986) POSITION- 35 09 01.85   (N) 097 00 36.74   (W)   HD_HELD1
 FJ0413* NAVD 88 ORTHO HEIGHT -   287.786 (meters)      944.18  (feet) ADJUSTED
 FJ0413  ______________________________________________________________________
 FJ0413  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 FJ0413  DYNAMIC HEIGHT  -        287.509 (meters)      943.27  (feet) COMP
 FJ0413  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 FJ0413
 FJ0413  VERT ORDER      -  SECOND    CLASS 0
 FJ0413
 FJ0413.The horizontal coordinates were determined by differentially corrected
 FJ0413.hand held GPS observations or other comparable positioning techniques
 FJ0413.and have an estimated accuracy of +/- 3 meters.
 FJ0413
 FJ0413.The orthometric height was determined by differential leveling and
 FJ0413.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0413.in June 1991.
 FJ0413
 FJ0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0413.GEOID18 height accuracy estimate available here.
 FJ0413
 FJ0413.Click photographs - Photos may exist for this station.
 FJ0413
 FJ0413.The dynamic height is computed by dividing the NAVD 88
 FJ0413.geopotential number by the normal gravity value computed on the
 FJ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0413.degrees latitude (g = 980.6199 gals.).
 FJ0413
 FJ0413.The modeled gravity was interpolated from observed gravity values.
 FJ0413
 FJ0413;                    North         East    Units  Estimated Accuracy
 FJ0413;SPC OK S     -   202,015.2     690,187.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0413
 FJ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8125191547(NAD 83)
 FJ0413
 FJ0413                          SUPERSEDED SURVEY CONTROL
 FJ0413
 FJ0413  NGVD 29 (??/??/92)  287.707  (m)          943.92   (f) ADJ UNCH    2 0
 FJ0413
 FJ0413.Superseded values are not recommended for survey control.
 FJ0413
 FJ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0413.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0413
 FJ0413_MARKER: DB = BENCH MARK DISK
 FJ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0413_STAMPING: D 59 1934
 FJ0413_MARK LOGO: CGS
 FJ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0413+STABILITY: SURFACE MOTION
 FJ0413
 FJ0413  HISTORY     - Date     Condition        Report By
 FJ0413  HISTORY     - 1934     MONUMENTED       CGS
 FJ0413
 FJ0413                          STATION DESCRIPTION
 FJ0413
 FJ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0413'AT MACOMB.
 FJ0413'AT MACOMB 300 FEET NORTHWEST OF ATCHISON-TOPEKA AND SANTA FE
 FJ0413'RAILROAD STATION, AT MACOMB.  120 FEET NORTHWEST OF MILE POST
 FJ0413'147.  75 FEET NORTH OF NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0582 ***********************************************************************
 FH0582  DESIGNATION -  D 6
 FH0582  PID         -  FH0582
 FH0582  STATE/COUNTY-  OK/PITTSBURG
 FH0582  COUNTRY     -  US
 FH0582  USGS QUAD   -  FEATHERSTON (2018)
 FH0582
 FH0582                         *CURRENT SURVEY CONTROL
 FH0582  ______________________________________________________________________
 FH0582* NAD 83(1986) POSITION- 35 05 44.     (N) 095 27 01.     (W)   SCALED
 FH0582* NAVD 88 ORTHO HEIGHT -   190.715 (meters)      625.70  (feet) ADJUSTED
 FH0582  ______________________________________________________________________
 FH0582  GEOID HEIGHT    -        -30.557 (meters)                     GEOID18
 FH0582  DYNAMIC HEIGHT  -        190.526 (meters)      625.08  (feet) COMP
 FH0582  MODELED GRAVITY -    979,640.0   (mgal)                       NAVD 88
 FH0582
 FH0582  VERT ORDER      -  FIRST     CLASS II
 FH0582
 FH0582.The horizontal coordinates were scaled from a map and have
 FH0582.an estimated accuracy of +/- 6 seconds.
 FH0582
 FH0582.The orthometric height was determined by differential leveling and
 FH0582.adjusted by the NATIONAL GEODETIC SURVEY
 FH0582.in June 1991.
 FH0582
 FH0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0582.GEOID18 height accuracy estimate available here.
 FH0582
 FH0582.Click photographs - Photos may exist for this station.
 FH0582
 FH0582.The dynamic height is computed by dividing the NAVD 88
 FH0582.geopotential number by the normal gravity value computed on the
 FH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0582.degrees latitude (g = 980.6199 gals.).
 FH0582
 FH0582.The modeled gravity was interpolated from observed gravity values.
 FH0582
 FH0582;                    North         East    Units  Estimated Accuracy
 FH0582;SPC OK S     -   198,410.      832,460.      MT  (+/- 180 meters Scaled)
 FH0582
 FH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU766863(NAD 83)
 FH0582
 FH0582                          SUPERSEDED SURVEY CONTROL
 FH0582
 FH0582  NGVD 29 (??/??/92)  190.604  (m)          625.34   (f) ADJ UNCH    1 2
 FH0582
 FH0582.Superseded values are not recommended for survey control.
 FH0582
 FH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0582.See file dsdata.pdf to determine how the superseded data were derived.
 FH0582
 FH0582_MARKER: DB = BENCH MARK DISK
 FH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0582_STAMPING: 625.340 D 6 1933
 FH0582_MARK LOGO: CGS
 FH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0582+STABILITY: SURFACE MOTION
 FH0582
 FH0582  HISTORY     - Date     Condition        Report By
 FH0582  HISTORY     - 1933     MONUMENTED       CGS
 FH0582
 FH0582                          STATION DESCRIPTION
 FH0582
 FH0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0582'5.2 MI W FROM QUINTON.
 FH0582'5.2 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0582'FROM QUINTON, PITTSBURG COUNTY, AT A PRIVATE-ROAD CROSSING,
 FH0582'48 FEET SOUTH OF THE OLD ROADBED, AND 10 FEET EAST OF THE CENTER
 FH0582'LINE OF THE ROAD.  A STANDARD DISK, STAMPED 625.340 D 6 1933
 FH0582'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0171 ***********************************************************************
 EL0171  DESIGNATION -  D 61
 EL0171  PID         -  EL0171
 EL0171  STATE/COUNTY-  OK/MARSHALL
 EL0171  COUNTRY     -  US
 EL0171  USGS QUAD   -  MADILL (2018)
 EL0171
 EL0171                         *CURRENT SURVEY CONTROL
 EL0171  ______________________________________________________________________
 EL0171* NAD 83(1986) POSITION- 34 05 17.     (N) 096 45 50.     (W)   SCALED
 EL0171* NAVD 88 ORTHO HEIGHT -   235.594 (meters)      772.94  (feet) ADJUSTED
 EL0171  ______________________________________________________________________
 EL0171  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EL0171  DYNAMIC HEIGHT  -        235.347 (meters)      772.13  (feet) COMP
 EL0171  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 EL0171
 EL0171  VERT ORDER      -  FIRST     CLASS II
 EL0171
 EL0171.The horizontal coordinates were scaled from a map and have
 EL0171.an estimated accuracy of +/- 6 seconds.
 EL0171
 EL0171.The orthometric height was determined by differential leveling and
 EL0171.adjusted by the NATIONAL GEODETIC SURVEY
 EL0171.in June 1991.
 EL0171
 EL0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0171.GEOID18 height accuracy estimate available here.
 EL0171
 EL0171.Click photographs - Photos may exist for this station.
 EL0171
 EL0171.The dynamic height is computed by dividing the NAVD 88
 EL0171.geopotential number by the normal gravity value computed on the
 EL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0171.degrees latitude (g = 980.6199 gals.).
 EL0171
 EL0171.The modeled gravity was interpolated from observed gravity values.
 EL0171
 EL0171;                    North         East    Units  Estimated Accuracy
 EL0171;SPC OK S     -    84,420.      714,070.      MT  (+/- 180 meters Scaled)
 EL0171
 EL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC063741(NAD 83)
 EL0171
 EL0171                          SUPERSEDED SURVEY CONTROL
 EL0171
 EL0171  NGVD 29 (??/??/92)  235.530  (m)          772.73   (f) ADJ UNCH    1 2
 EL0171
 EL0171.Superseded values are not recommended for survey control.
 EL0171
 EL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0171.See file dsdata.pdf to determine how the superseded data were derived.
 EL0171
 EL0171_MARKER: DB = BENCH MARK DISK
 EL0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0171_STAMPING: D 61 1934
 EL0171_MARK LOGO: CGS
 EL0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0171+STABILITY: SURFACE MOTION
 EL0171
 EL0171  HISTORY     - Date     Condition        Report By
 EL0171  HISTORY     - 1934     MONUMENTED       CGS
 EL0171  HISTORY     - 1961     MARK NOT FOUND   USGS
 EL0171
 EL0171                          STATION DESCRIPTION
 EL0171
 EL0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0171'AT MADILL ST. LOUIS AND SAN FRANCISCO DEPOT.  IN THE EAST PART OF
 EL0171'TOWN.  100 FEET SOUTH OF THE WEST END OF THE SAINT LOUIS AND SAN
 EL0171'FRANCISCO RR DEPOT.  EAST OF THE PASSENGER DEPOT 1000 FEET.
 EL0171
 EL0171                          STATION RECOVERY (1961)
 EL0171
 EL0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0665 ***********************************************************************
 FH0665  DESIGNATION -  D 61
 FH0665  PID         -  FH0665
 FH0665  STATE/COUNTY-  OK/PITTSBURG
 FH0665  COUNTRY     -  US
 FH0665  USGS QUAD   -  CANADIAN (2018)
 FH0665
 FH0665                         *CURRENT SURVEY CONTROL
 FH0665  ______________________________________________________________________
 FH0665* NAD 83(1986) POSITION- 35 10 38.     (N) 095 39 23.     (W)   SCALED
 FH0665* NAVD 88 ORTHO HEIGHT -   202.548 (meters)      664.53  (feet) ADJUSTED
 FH0665  ______________________________________________________________________
 FH0665  GEOID HEIGHT    -        -30.034 (meters)                     GEOID18
 FH0665  DYNAMIC HEIGHT  -        202.350 (meters)      663.88  (feet) COMP
 FH0665  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 FH0665
 FH0665  VERT ORDER      -  SECOND    CLASS 0
 FH0665
 FH0665.The horizontal coordinates were scaled from a map and have
 FH0665.an estimated accuracy of +/- 6 seconds.
 FH0665
 FH0665.The orthometric height was determined by differential leveling and
 FH0665.adjusted by the NATIONAL GEODETIC SURVEY
 FH0665.in June 1991.
 FH0665
 FH0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0665.GEOID18 height accuracy estimate available here.
 FH0665
 FH0665.Click photographs - Photos may exist for this station.
 FH0665
 FH0665.The dynamic height is computed by dividing the NAVD 88
 FH0665.geopotential number by the normal gravity value computed on the
 FH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0665.degrees latitude (g = 980.6199 gals.).
 FH0665
 FH0665.The modeled gravity was interpolated from observed gravity values.
 FH0665
 FH0665;                    North         East    Units  Estimated Accuracy
 FH0665;SPC OK S     -   207,010.      813,460.      MT  (+/- 180 meters Scaled)
 FH0665
 FH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU580959(NAD 83)
 FH0665
 FH0665                          SUPERSEDED SURVEY CONTROL
 FH0665
 FH0665  NGVD 29 (??/??/92)  202.438  (m)          664.17   (f) ADJ UNCH    2 0
 FH0665
 FH0665.Superseded values are not recommended for survey control.
 FH0665
 FH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0665.See file dsdata.pdf to determine how the superseded data were derived.
 FH0665
 FH0665_MARKER: DB = BENCH MARK DISK
 FH0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0665_STAMPING: D 61 1934
 FH0665_MARK LOGO: CGS
 FH0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0665+STABILITY: SURFACE MOTION
 FH0665
 FH0665  HISTORY     - Date     Condition        Report By
 FH0665  HISTORY     - 1934     MONUMENTED       CGS
 FH0665  HISTORY     - 1969     POOR             USGS
 FH0665
 FH0665                          STATION DESCRIPTION
 FH0665
 FH0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0665'AT CANADIAN.
 FH0665'AT CANADIAN MKT RR DEPOT.  159 FEET NORTHWEST OF MISSOURI-KANSAS
 FH0665'RAILWAY STATION.  51 FEET SOUTH OF SECTION FOREMANS HOUSE AND
 FH0665'AT THE SOUTHEAST CORNER OF THE YARD.  51 FEET WEST OF NEAREST
 FH0665'RAIL OF MAIN TRACK.
 FH0665
 FH0665                          STATION RECOVERY (1969)
 FH0665
 FH0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FH0665'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0126 ***********************************************************************
 EL0126  DESIGNATION -  D 62
 EL0126  PID         -  EL0126
 EL0126  STATE/COUNTY-  OK/BRYAN
 EL0126  COUNTRY     -  US
 EL0126  USGS QUAD   -  BOKCHITO (2018)
 EL0126
 EL0126                         *CURRENT SURVEY CONTROL
 EL0126  ______________________________________________________________________
 EL0126* NAD 83(1986) POSITION- 34 01 00.     (N) 096 08 09.     (W)   SCALED
 EL0126* NAVD 88 ORTHO HEIGHT -   193.141 (meters)      633.66  (feet) ADJUSTED
 EL0126  ______________________________________________________________________
 EL0126  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 EL0126  DYNAMIC HEIGHT  -        192.945 (meters)      633.02  (feet) COMP
 EL0126  MODELED GRAVITY -    979,613.9   (mgal)                       NAVD 88
 EL0126
 EL0126  VERT ORDER      -  FIRST     CLASS II
 EL0126
 EL0126.The horizontal coordinates were scaled from a map and have
 EL0126.an estimated accuracy of +/- 6 seconds.
 EL0126
 EL0126.The orthometric height was determined by differential leveling and
 EL0126.adjusted by the NATIONAL GEODETIC SURVEY
 EL0126.in June 1991.
 EL0126
 EL0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0126.GEOID18 height accuracy estimate available here.
 EL0126
 EL0126.Click photographs - Photos may exist for this station.
 EL0126
 EL0126.The dynamic height is computed by dividing the NAVD 88
 EL0126.geopotential number by the normal gravity value computed on the
 EL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0126.degrees latitude (g = 980.6199 gals.).
 EL0126
 EL0126.The modeled gravity was interpolated from observed gravity values.
 EL0126
 EL0126;                    North         East    Units  Estimated Accuracy
 EL0126;SPC OK S     -    77,390.      772,180.      MT  (+/- 180 meters Scaled)
 EL0126
 EL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC644677(NAD 83)
 EL0126
 EL0126                          SUPERSEDED SURVEY CONTROL
 EL0126
 EL0126  NGVD 29 (??/??/92)  193.081  (m)          633.47   (f) ADJ UNCH    1 2
 EL0126
 EL0126.Superseded values are not recommended for survey control.
 EL0126
 EL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0126.See file dsdata.pdf to determine how the superseded data were derived.
 EL0126
 EL0126_MARKER: DB = BENCH MARK DISK
 EL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0126_STAMPING: D 62 1934
 EL0126_MARK LOGO: CGS
 EL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0126+STABILITY: SURFACE MOTION
 EL0126
 EL0126  HISTORY     - Date     Condition        Report By
 EL0126  HISTORY     - 1934     MONUMENTED       CGS
 EL0126  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0126  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0126
 EL0126                          STATION DESCRIPTION
 EL0126
 EL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0126'AT BOKCHITO.
 EL0126'IN THE EAST EDGE OF TOWN.  40 FEET NORTH OF THE CENTERLINE OF
 EL0126'THE U.S. HIGHWAY 70 AT THE TOP OF THE HILL, 100 FEET EAST OF THE
 EL0126'CITY LIMIT SIGN.
 EL0126
 EL0126                          STATION RECOVERY (1967)
 EL0126
 EL0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0126'MARK NOT FOUND.
 EL0126
 EL0126                          STATION RECOVERY (1986)
 EL0126
 EL0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0368 ***********************************************************************
 DM0368  DESIGNATION -  D 64
 DM0368  PID         -  DM0368
 DM0368  STATE/COUNTY-  OK/CHOCTAW
 DM0368  COUNTRY     -  US
 DM0368  USGS QUAD   -  SHOALS (2018)
 DM0368
 DM0368                         *CURRENT SURVEY CONTROL
 DM0368  ______________________________________________________________________
 DM0368* NAD 83(1986) POSITION- 33 59 41.72   (N) 095 28 09.70   (W)   HD_HELD1
 DM0368* NAVD 88 ORTHO HEIGHT -   160.925 (meters)      527.97  (feet) POSTED
 DM0368  ______________________________________________________________________
 DM0368  GEOID HEIGHT    -        -28.957 (meters)                     GEOID18
 DM0368  DYNAMIC HEIGHT  -        160.75  (meters)      527.4   (feet) COMP
 DM0368  MODELED GRAVITY -    979,567.8   (mgal)                       NAVD 88
 DM0368
 DM0368  VERT ORDER      -  * POSTED, SEE BELOW
 DM0368
 DM0368.The horizontal coordinates were determined by differentially corrected
 DM0368.hand held GPS observations or other comparable positioning techniques
 DM0368.and have an estimated accuracy of +/- 3 meters.
 DM0368
 DM0368.The orthometric height was determined by differential leveling
 DM0368.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DM0368
 DM0368.* This is a POSTED BENCH MARK height.
 DM0368
 DM0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0368.GEOID18 height accuracy estimate available here.
 DM0368
 DM0368.Click photographs - Photos may exist for this station.
 DM0368
 DM0368.The dynamic height is computed by dividing the NAVD 88
 DM0368.geopotential number by the normal gravity value computed on the
 DM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0368.degrees latitude (g = 980.6199 gals.).
 DM0368
 DM0368.The modeled gravity was interpolated from observed gravity values.
 DM0368
 DM0368;                    North         East    Units  Estimated Accuracy
 DM0368;SPC OK S     -    76,316.7     833,779.3     MT  (+/- 3 meters HH1 GPS) 
 DM0368
 DM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7191964342(NAD 83)
 DM0368
 DM0368                          SUPERSEDED SURVEY CONTROL
 DM0368
 DM0368  NGVD 29 (??/??/92)  160.861  (m)          527.76   (f) ADJ UNCH    1 2
 DM0368
 DM0368.Superseded values are not recommended for survey control.
 DM0368
 DM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0368.See file dsdata.pdf to determine how the superseded data were derived.
 DM0368
 DM0368_MARKER: DB = BENCH MARK DISK
 DM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0368_STAMPING: D 64 1934
 DM0368_MARK LOGO: CGS
 DM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0368+STABILITY: SURFACE MOTION
 DM0368
 DM0368  HISTORY     - Date     Condition        Report By
 DM0368  HISTORY     - 1934     MONUMENTED       CGS
 DM0368  HISTORY     - 1944     GOOD             CGS
 DM0368  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0368
 DM0368                          STATION DESCRIPTION
 DM0368
 DM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0368'2.8 MI E FROM HUGO.
 DM0368'2.8 MILES EAST OF HUGO ST. L. AND S.F. RR DEPOT.  160 FEET SOUTHEAST
 DM0368'OF MILE POST 561/25.  SOUTH OF TRACK AT ST. LOUIS AND SAN FRANCISCO RR
 DM0368'CROSSING.  40 FEET SOUTH OF THE TRACK IN FENCE CORNER.
 DM0368
 DM0368                          STATION RECOVERY (1944)
 DM0368
 DM0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 DM0368'RECOVERED IN GOOD CONDITION.
 DM0368
 DM0368                          STATION RECOVERY (1986)
 DM0368
 DM0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0419 ***********************************************************************
 EK0419  DESIGNATION -  D 66
 EK0419  PID         -  EK0419
 EK0419  STATE/COUNTY-  OK/PUSHMATAHA
 EK0419  COUNTRY     -  US
 EK0419  USGS QUAD   -  CLAYTON (2019)
 EK0419
 EK0419                         *CURRENT SURVEY CONTROL
 EK0419  ______________________________________________________________________
 EK0419* NAD 83(1986) POSITION- 34 35 11.     (N) 095 21 13.     (W)   SCALED
 EK0419* NAVD 88 ORTHO HEIGHT -   183.390 (meters)      601.67  (feet) ADJUSTED
 EK0419  ______________________________________________________________________
 EK0419  GEOID HEIGHT    -        -31.414 (meters)                     GEOID18
 EK0419  DYNAMIC HEIGHT  -        183.192 (meters)      601.02  (feet) COMP
 EK0419  MODELED GRAVITY -    979,553.6   (mgal)                       NAVD 88
 EK0419
 EK0419  VERT ORDER      -  SECOND    CLASS 0
 EK0419
 EK0419.The horizontal coordinates were scaled from a map and have
 EK0419.an estimated accuracy of +/- 6 seconds.
 EK0419
 EK0419.The orthometric height was determined by differential leveling and
 EK0419.adjusted by the NATIONAL GEODETIC SURVEY
 EK0419.in June 1991.
 EK0419
 EK0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0419.GEOID18 height accuracy estimate available here.
 EK0419
 EK0419.Click photographs - Photos may exist for this station.
 EK0419
 EK0419.The dynamic height is computed by dividing the NAVD 88
 EK0419.geopotential number by the normal gravity value computed on the
 EK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0419.degrees latitude (g = 980.6199 gals.).
 EK0419
 EK0419.The modeled gravity was interpolated from observed gravity values.
 EK0419
 EK0419;                    North         East    Units  Estimated Accuracy
 EK0419;SPC OK S     -   142,180.      842,750.      MT  (+/- 180 meters Scaled)
 EK0419
 EK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU841296(NAD 83)
 EK0419
 EK0419                          SUPERSEDED SURVEY CONTROL
 EK0419
 EK0419  NGVD 29 (??/??/92)  183.296  (m)          601.36   (f) ADJ UNCH    2 0
 EK0419
 EK0419.Superseded values are not recommended for survey control.
 EK0419
 EK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0419.See file dsdata.pdf to determine how the superseded data were derived.
 EK0419
 EK0419_MARKER: DB = BENCH MARK DISK
 EK0419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0419_SP_SET: CULVERT HEADWALL
 EK0419_STAMPING: D 66 1934
 EK0419_MARK LOGO: CGS
 EK0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0419+STABILITY: SURFACE MOTION
 EK0419
 EK0419  HISTORY     - Date     Condition        Report By
 EK0419  HISTORY     - 1934     MONUMENTED       CGS
 EK0419  HISTORY     - 1960     GOOD             CGS
 EK0419
 EK0419                          STATION DESCRIPTION
 EK0419
 EK0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0419'AT CLAYTON.
 EK0419'AT CLAYTON, PUSHMATAHA COUNTY, ABOUT 1 BLOCK SOUTHWEST OF THE
 EK0419'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 30 POLES
 EK0419'SOUTHWEST OF MILEPOST 506, AT A ROAD CROSSING, 10 FEET NORTH
 EK0419'OF THE CENTER LINE OF THE ROAD, AT A CONCRETE CULVERT, IN THE
 EK0419'TOP OF THE WEST HEAD WALL, AND 30 FEET WEST OF THE TRACK.  A
 EK0419'STANDARD DISK, STAMPED D 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0410 ***********************************************************************
 EK0410  DESIGNATION -  D 67
 EK0410  PID         -  EK0410
 EK0410  STATE/COUNTY-  OK/LE FLORE
 EK0410  COUNTRY     -  US
 EK0410  USGS QUAD   -  WISTER (2018)
 EK0410
 EK0410                         *CURRENT SURVEY CONTROL
 EK0410  ______________________________________________________________________
 EK0410* NAD 83(1986) POSITION- 34 57 50.     (N) 094 43 37.     (W)   SCALED
 EK0410* NAVD 88 ORTHO HEIGHT -   145.781 (meters)      478.28  (feet) ADJUSTED
 EK0410  ______________________________________________________________________
 EK0410  GEOID HEIGHT    -        -31.598 (meters)                     GEOID18
 EK0410  DYNAMIC HEIGHT  -        145.633 (meters)      477.80  (feet) COMP
 EK0410  MODELED GRAVITY -    979,616.6   (mgal)                       NAVD 88
 EK0410
 EK0410  VERT ORDER      -  SECOND    CLASS 0
 EK0410
 EK0410.The horizontal coordinates were scaled from a map and have
 EK0410.an estimated accuracy of +/- 6 seconds.
 EK0410
 EK0410.The orthometric height was determined by differential leveling and
 EK0410.adjusted by the NATIONAL GEODETIC SURVEY
 EK0410.in June 1991.
 EK0410
 EK0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0410.GEOID18 height accuracy estimate available here.
 EK0410
 EK0410.Click photographs - Photos may exist for this station.
 EK0410
 EK0410.The dynamic height is computed by dividing the NAVD 88
 EK0410.geopotential number by the normal gravity value computed on the
 EK0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0410.degrees latitude (g = 980.6199 gals.).
 EK0410
 EK0410.The modeled gravity was interpolated from observed gravity values.
 EK0410
 EK0410;                    North         East    Units  Estimated Accuracy
 EK0410;SPC OK S     -   185,720.      898,860.      MT  (+/- 180 meters Scaled)
 EK0410
 EK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU423704(NAD 83)
 EK0410
 EK0410                          SUPERSEDED SURVEY CONTROL
 EK0410
 EK0410  NGVD 29 (??/??/92)  145.679  (m)          477.95   (f) ADJ UNCH    2 0
 EK0410
 EK0410.Superseded values are not recommended for survey control.
 EK0410
 EK0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0410.See file dsdata.pdf to determine how the superseded data were derived.
 EK0410
 EK0410_MARKER: DB = BENCH MARK DISK
 EK0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0410_STAMPING: D 67 1934
 EK0410_MARK LOGO: CGS
 EK0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0410+STABILITY: SURFACE MOTION
 EK0410
 EK0410  HISTORY     - Date     Condition        Report By
 EK0410  HISTORY     - 1934     MONUMENTED       CGS
 EK0410  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0410
 EK0410                          STATION DESCRIPTION
 EK0410
 EK0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0410'AT WISTER.
 EK0410'AT WISTER, LE FLORE COUNTY, WEST OF THE ST. LOUIS-SAN FRANCISCO
 EK0410'RAILWAY STATION, ABOUT 10 POLES SOUTHWEST OF MILEPOST 453, 30
 EK0410'FEET WEST OF THE CENTER OF A CROSSING, AND 15 FEET NORTH
 EK0410'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED D 67 1934 AND SET
 EK0410'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0274 ***********************************************************************
 FH0274  DESIGNATION -  D 68
 FH0274  PID         -  FH0274
 FH0274  STATE/COUNTY-  OK/SEQUOYAH
 FH0274  COUNTRY     -  US
 FH0274  USGS QUAD   -  SALLISAW (2019)
 FH0274
 FH0274                         *CURRENT SURVEY CONTROL
 FH0274  ______________________________________________________________________
 FH0274* NAD 83(1986) POSITION- 35 27 41.     (N) 094 48 20.     (W)   SCALED
 FH0274* NAVD 88 ORTHO HEIGHT -   163.091 (meters)      535.07  (feet) ADJUSTED
 FH0274  ______________________________________________________________________
 FH0274  GEOID HEIGHT    -        -29.964 (meters)                     GEOID18
 FH0274  DYNAMIC HEIGHT  -        162.939 (meters)      534.58  (feet) COMP
 FH0274  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 FH0274
 FH0274  VERT ORDER      -  SECOND    CLASS 0
 FH0274
 FH0274.The horizontal coordinates were scaled from a map and have
 FH0274.an estimated accuracy of +/- 6 seconds.
 FH0274
 FH0274.The orthometric height was determined by differential leveling and
 FH0274.adjusted by the NATIONAL GEODETIC SURVEY
 FH0274.in June 1991.
 FH0274
 FH0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0274.GEOID18 height accuracy estimate available here.
 FH0274
 FH0274.Click photographs - Photos may exist for this station.
 FH0274
 FH0274.The dynamic height is computed by dividing the NAVD 88
 FH0274.geopotential number by the normal gravity value computed on the
 FH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0274.degrees latitude (g = 980.6199 gals.).
 FH0274
 FH0274.The modeled gravity was interpolated from observed gravity values.
 FH0274
 FH0274;                    North         East    Units  Estimated Accuracy
 FH0274;SPC OK N     -    55,960.      889,920.      MT  (+/- 180 meters Scaled)
 FH0274
 FH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV361257(NAD 83)
 FH0274
 FH0274                          SUPERSEDED SURVEY CONTROL
 FH0274
 FH0274  NGVD 29 (??/??/92)  162.986  (m)          534.73   (f) ADJ UNCH    2 0
 FH0274
 FH0274.Superseded values are not recommended for survey control.
 FH0274
 FH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0274.See file dsdata.pdf to determine how the superseded data were derived.
 FH0274
 FH0274_MARKER: DB = BENCH MARK DISK
 FH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0274_STAMPING: D 68 1934
 FH0274_MARK LOGO: CGS
 FH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0274+STABILITY: SURFACE MOTION
 FH0274
 FH0274  HISTORY     - Date     Condition        Report By
 FH0274  HISTORY     - 1934     MONUMENTED       CGS
 FH0274  HISTORY     - 1959     GOOD             CGS
 FH0274  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0274
 FH0274                          STATION DESCRIPTION
 FH0274
 FH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0274'0.8 MI W FROM SALLISAW.
 FH0274'0.8 MILE WEST OF SALLISAW M. AND P. RR. DEPOT.  AT KANSAS CITY
 FH0274'SOUTHERN RAILWAY AND MISSOURI PACIFIC RAILROAD CROSSING, 350
 FH0274'FEET NORTHWEST OF SIGNAL TOWER AT CROSSING.  30 FEET SOUTH
 FH0274'OF KANSAS CITY SOUTHERN RAILROAD TRACK, 200 FEET NORTH OF
 FH0274'MISSOURI-PACIFIC RAILROAD TRACK.  ALONG U.S. HIGHWAY 64.
 FH0274
 FH0274                          STATION RECOVERY (1959)
 FH0274
 FH0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0274'RECOVERED IN GOOD CONDITION.
 FH0274
 FH0274                          STATION RECOVERY (1984)
 FH0274
 FH0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0274'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD MAINTENANCE EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0391 ***********************************************************************
 FH0391  DESIGNATION -  D 69
 FH0391  PID         -  FH0391
 FH0391  STATE/COUNTY-  OK/ADAIR
 FH0391  COUNTRY     -  US
 FH0391  USGS QUAD   -  STILWELL WEST (2019)
 FH0391
 FH0391                         *CURRENT SURVEY CONTROL
 FH0391  ______________________________________________________________________
 FH0391* NAD 83(1986) POSITION- 35 46 59.     (N) 094 39 57.     (W)   SCALED
 FH0391* NAVD 88 ORTHO HEIGHT -   308.606 (meters)     1012.48  (feet) ADJUSTED
 FH0391  ______________________________________________________________________
 FH0391  GEOID HEIGHT    -        -28.860 (meters)                     GEOID18
 FH0391  DYNAMIC HEIGHT  -        308.324 (meters)     1011.56  (feet) COMP
 FH0391  MODELED GRAVITY -    979,712.1   (mgal)                       NAVD 88
 FH0391
 FH0391  VERT ORDER      -  SECOND    CLASS 0
 FH0391
 FH0391.The horizontal coordinates were scaled from a map and have
 FH0391.an estimated accuracy of +/- 6 seconds.
 FH0391
 FH0391.The orthometric height was determined by differential leveling and
 FH0391.adjusted by the NATIONAL GEODETIC SURVEY
 FH0391.in June 1991.
 FH0391
 FH0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0391.GEOID18 height accuracy estimate available here.
 FH0391
 FH0391.Click photographs - Photos may exist for this station.
 FH0391
 FH0391.The dynamic height is computed by dividing the NAVD 88
 FH0391.geopotential number by the normal gravity value computed on the
 FH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0391.degrees latitude (g = 980.6199 gals.).
 FH0391
 FH0391.The modeled gravity was interpolated from observed gravity values.
 FH0391
 FH0391;                    North         East    Units  Estimated Accuracy
 FH0391;SPC OK N     -    92,060.      901,370.      MT  (+/- 180 meters Scaled)
 FH0391
 FH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV494611(NAD 83)
 FH0391
 FH0391                          SUPERSEDED SURVEY CONTROL
 FH0391
 FH0391  NGVD 29 (??/??/92)  308.456  (m)         1011.99   (f) ADJ UNCH    2 0
 FH0391
 FH0391.Superseded values are not recommended for survey control.
 FH0391
 FH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0391.See file dsdata.pdf to determine how the superseded data were derived.
 FH0391
 FH0391_MARKER: DB = BENCH MARK DISK
 FH0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0391_STAMPING: D 69 1934
 FH0391_MARK LOGO: CGS
 FH0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0391+STABILITY: SURFACE MOTION
 FH0391
 FH0391  HISTORY     - Date     Condition        Report By
 FH0391  HISTORY     - 1934     MONUMENTED       CGS
 FH0391  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0391
 FH0391                          STATION DESCRIPTION
 FH0391
 FH0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0391'3.8 MI S FROM STILWELL.
 FH0391'3.8 MILES SOUTH OF STILWELL K.C.S. RR DEPOT 1/4 MILE NORTH OF
 FH0391'MILEPOST 262 AT KANSAS CITY SOUTHERN RAILROAD CROSSING.  50
 FH0391'FEET WEST OF TRACK, 18 FEET SOUTH OF CENTERLINE OF ROAD.
 FH0391
 FH0391                          STATION RECOVERY (1960)
 FH0391
 FH0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0046 ***********************************************************************
 FJ0046  DESIGNATION -  D 7
 FJ0046  PID         -  FJ0046
 FJ0046  STATE/COUNTY-  OK/OKFUSKEE
 FJ0046  COUNTRY     -  US
 FJ0046  USGS QUAD   -  OKEMAH (2018)
 FJ0046
 FJ0046                         *CURRENT SURVEY CONTROL
 FJ0046  ______________________________________________________________________
 FJ0046* NAD 83(1986) POSITION- 35 25 12.     (N) 096 16 13.     (W)   SCALED
 FJ0046* NAVD 88 ORTHO HEIGHT -   254.981 (meters)      836.55  (feet) ADJUSTED
 FJ0046  ______________________________________________________________________
 FJ0046  GEOID HEIGHT    -        -28.548 (meters)                     GEOID18
 FJ0046  DYNAMIC HEIGHT  -        254.739 (meters)      835.76  (feet) COMP
 FJ0046  MODELED GRAVITY -    979,675.2   (mgal)                       NAVD 88
 FJ0046
 FJ0046  VERT ORDER      -  FIRST     CLASS II
 FJ0046
 FJ0046.The horizontal coordinates were scaled from a map and have
 FJ0046.an estimated accuracy of +/- 6 seconds.
 FJ0046
 FJ0046.The orthometric height was determined by differential leveling and
 FJ0046.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0046.in June 1991.
 FJ0046
 FJ0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0046.GEOID18 height accuracy estimate available here.
 FJ0046
 FJ0046.Click photographs - Photos may exist for this station.
 FJ0046
 FJ0046.The dynamic height is computed by dividing the NAVD 88
 FJ0046.geopotential number by the normal gravity value computed on the
 FJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0046.degrees latitude (g = 980.6199 gals.).
 FJ0046
 FJ0046.The modeled gravity was interpolated from observed gravity values.
 FJ0046
 FJ0046;                    North         East    Units  Estimated Accuracy
 FJ0046;SPC OK N     -    48,000.      757,090.      MT  (+/- 180 meters Scaled)
 FJ0046
 FJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE478230(NAD 83)
 FJ0046
 FJ0046                          SUPERSEDED SURVEY CONTROL
 FJ0046
 FJ0046  NGVD 29 (??/??/92)  254.859  (m)          836.15   (f) ADJ UNCH    1 2
 FJ0046
 FJ0046.Superseded values are not recommended for survey control.
 FJ0046
 FJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0046.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0046
 FJ0046_MARKER: DB = BENCH MARK DISK
 FJ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0046_STAMPING: D 7 1933
 FJ0046_MARK LOGO: CGS
 FJ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0046+STABILITY: SURFACE MOTION
 FJ0046
 FJ0046  HISTORY     - Date     Condition        Report By
 FJ0046  HISTORY     - 1933     MONUMENTED       CGS
 FJ0046  HISTORY     - 1959     GOOD             CGS
 FJ0046  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0046
 FJ0046                          STATION DESCRIPTION
 FJ0046
 FJ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0046'1.8 MI E FROM OKEMAH.
 FJ0046'1.8 MILES EAST 31 1/2 FT. NORTH EAST OF CENTER LINE OF F. S. AND
 FJ0046'W. R. R. AT MILE POST 130 PLUS 3 POLES.  5 FT. SOUTH WEST OF
 FJ0046'FENCE.  210 FT. SOUTH EAST OF EAST AND WEST ROAD CROSSING.
 FJ0046
 FJ0046                          STATION RECOVERY (1959)
 FJ0046
 FJ0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FJ0046'RECOVERED IN GOOD CONDITION.
 FJ0046
 FJ0046                          STATION RECOVERY (1984)
 FJ0046
 FJ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0046'NOT RECOVERED, INACCESSIBLE DUE TO LOCKED GATES AND POSTED PRIVATE
 FJ0046'PROPERTY, LEVEL LINE REROUTED ALONG INTERSTATE HIGHWAY 40.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0182 ***********************************************************************
 GG0182  DESIGNATION -  D 70
 GG0182  PID         -  GG0182
 GG0182  STATE/COUNTY-  OK/DELAWARE
 GG0182  COUNTRY     -  US
 GG0182  USGS QUAD   -  SYCAMORE (2018)
 GG0182
 GG0182                         *CURRENT SURVEY CONTROL
 GG0182  ______________________________________________________________________
 GG0182* NAD 83(1986) POSITION- 36 24 45.     (N) 094 42 46.     (W)   SCALED
 GG0182* NAVD 88 ORTHO HEIGHT -   348.271 (meters)     1142.62  (feet) ADJUSTED
 GG0182  ______________________________________________________________________
 GG0182  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 GG0182  DYNAMIC HEIGHT  -        347.971 (meters)     1141.63  (feet) COMP
 GG0182  MODELED GRAVITY -    979,760.7   (mgal)                       NAVD 88
 GG0182
 GG0182  VERT ORDER      -  SECOND    CLASS 0
 GG0182
 GG0182.The horizontal coordinates were scaled from a map and have
 GG0182.an estimated accuracy of +/- 6 seconds.
 GG0182
 GG0182.The orthometric height was determined by differential leveling and
 GG0182.adjusted by the NATIONAL GEODETIC SURVEY
 GG0182.in June 1991.
 GG0182
 GG0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0182.GEOID18 height accuracy estimate available here.
 GG0182
 GG0182.Click photographs - Photos may exist for this station.
 GG0182
 GG0182.The dynamic height is computed by dividing the NAVD 88
 GG0182.geopotential number by the normal gravity value computed on the
 GG0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0182.degrees latitude (g = 980.6199 gals.).
 GG0182
 GG0182.The modeled gravity was interpolated from observed gravity values.
 GG0182
 GG0182;                    North         East    Units  Estimated Accuracy
 GG0182;SPC OK N     -   161,710.      894,770.      MT  (+/- 180 meters Scaled)
 GG0182
 GG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA464310(NAD 83)
 GG0182
 GG0182                          SUPERSEDED SURVEY CONTROL
 GG0182
 GG0182  NGVD 29 (??/??/92)  348.137  (m)         1142.18   (f) ADJ UNCH    2 0
 GG0182
 GG0182.Superseded values are not recommended for survey control.
 GG0182
 GG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0182.See file dsdata.pdf to determine how the superseded data were derived.
 GG0182
 GG0182_MARKER: DB = BENCH MARK DISK
 GG0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0182_STAMPING: D 70 1934
 GG0182_MARK LOGO: CGS
 GG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0182+STABILITY: SURFACE MOTION
 GG0182
 GG0182  HISTORY     - Date     Condition        Report By
 GG0182  HISTORY     - 1934     MONUMENTED       CGS
 GG0182
 GG0182                          STATION DESCRIPTION
 GG0182
 GG0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0182'7.3 MI W FROM JAY.
 GG0182'7.3 MILES WEST OF OKLAHOMA-ARKANSAS STATE LINE ON SOUTH FENCE
 GG0182'LINE OF HIGHWAY 20.  25 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY
 GG0182'20.  45 FEET WEST OF Y IN ROAD TO SOUTH BORDERING FARM HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0183 ***********************************************************************
 GG0183  DESIGNATION -  D 70 RESET
 GG0183  PID         -  GG0183
 GG0183  STATE/COUNTY-  OK/DELAWARE
 GG0183  COUNTRY     -  US
 GG0183  USGS QUAD   -  SYCAMORE (2018)
 GG0183
 GG0183                         *CURRENT SURVEY CONTROL
 GG0183  ______________________________________________________________________
 GG0183* NAD 83(1986) POSITION- 36 24 44.     (N) 094 42 47.     (W)   SCALED
 GG0183* NAVD 88 ORTHO HEIGHT -   348.08  (+/-2cm)     1142.0   (feet) VERTCON3
 GG0183  ______________________________________________________________________
 GG0183  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 GG0183  VERT ORDER      -  THIRD (See Below)
 GG0183
 GG0183.The horizontal coordinates were scaled from a map and have
 GG0183.an estimated accuracy of +/- 6 seconds.
 GG0183
 GG0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0183
 GG0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0183.GEOID18 height accuracy estimate available here.
 GG0183
 GG0183.The vertical order pertains to the NGVD 29 superseded value.
 GG0183
 GG0183.Click photographs - Photos may exist for this station.
 GG0183
 GG0183;                    North         East    Units  Estimated Accuracy
 GG0183;SPC OK N     -   161,680.      894,740.      MT  (+/- 180 meters Scaled)
 GG0183
 GG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA464310(NAD 83)
 GG0183
 GG0183                          SUPERSEDED SURVEY CONTROL
 GG0183
 GG0183  NGVD 29 (??/??/??)  347.95   (m)         1141.6    (f) RESET       3  
 GG0183
 GG0183.Superseded values are not recommended for survey control.
 GG0183
 GG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0183.See file dsdata.pdf to determine how the superseded data were derived.
 GG0183
 GG0183_MARKER: DB = BENCH MARK DISK
 GG0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0183_STAMPING: D 70 RESET 1937
 GG0183_MARK LOGO: CGS
 GG0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0183+STABILITY: SURFACE MOTION
 GG0183
 GG0183  HISTORY     - Date     Condition        Report By
 GG0183  HISTORY     - 1937     MONUMENTED       OKDH
 GG0183  HISTORY     - 1960     GOOD             CGS
 GG0183  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0183
 GG0183                          STATION DESCRIPTION
 GG0183
 GG0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0183'5.6 MI E FROM JAY.
 GG0183'THIS MARK RECOVERED AT A SIDE ROAD LEADING SOUTH TO SYCAMORE,
 GG0183'SOUTHWEST ACROSS THE HIGHWAY FROM A LARGE TRANSFORMER, 58 FEET
 GG0183'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 40 FEET WEST OF THE
 GG0183'CENTERLINE OF A ROAD LEADING SOUTH AND 1 FOOT NORTH OF A FENCE
 GG0183'LINE.
 GG0183
 GG0183                          STATION RECOVERY (1991)
 GG0183
 GG0183'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0697 ***********************************************************************
 GK0697  DESIGNATION -  D 72
 GK0697  PID         -  GK0697
 GK0697  STATE/COUNTY-  OK/TEXAS
 GK0697  COUNTRY     -  US
 GK0697  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0697
 GK0697                         *CURRENT SURVEY CONTROL
 GK0697  ______________________________________________________________________
 GK0697* NAD 83(1986) POSITION- 36 33 32.     (N) 101 50 06.     (W)   SCALED
 GK0697* NAVD 88 ORTHO HEIGHT -  1011.091 (meters)     3317.22  (feet) ADJUSTED
 GK0697  ______________________________________________________________________
 GK0697  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 GK0697  DYNAMIC HEIGHT  -       1010.011 (meters)     3313.68  (feet) COMP
 GK0697  MODELED GRAVITY -    979,529.8   (mgal)                       NAVD 88
 GK0697
 GK0697  VERT ORDER      -  SECOND    CLASS 0
 GK0697
 GK0697.The horizontal coordinates were scaled from a map and have
 GK0697.an estimated accuracy of +/- 6 seconds.
 GK0697
 GK0697.The orthometric height was determined by differential leveling and
 GK0697.adjusted by the NATIONAL GEODETIC SURVEY
 GK0697.in June 1991.
 GK0697
 GK0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0697.GEOID18 height accuracy estimate available here.
 GK0697
 GK0697.Click photographs - Photos may exist for this station.
 GK0697
 GK0697.The dynamic height is computed by dividing the NAVD 88
 GK0697.geopotential number by the normal gravity value computed on the
 GK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0697.degrees latitude (g = 980.6199 gals.).
 GK0697
 GK0697.The modeled gravity was interpolated from observed gravity values.
 GK0697
 GK0697;                    North         East    Units  Estimated Accuracy
 GK0697;SPC OK N     -   179,750.      256,780.      MT  (+/- 180 meters Scaled)
 GK0697
 GK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF462496(NAD 83)
 GK0697
 GK0697                          SUPERSEDED SURVEY CONTROL
 GK0697
 GK0697  NGVD 29 (??/??/92) 1010.611  (m)         3315.65   (f) ADJ UNCH    2 0
 GK0697
 GK0697.Superseded values are not recommended for survey control.
 GK0697
 GK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0697.See file dsdata.pdf to determine how the superseded data were derived.
 GK0697
 GK0697_MARKER: DB = BENCH MARK DISK
 GK0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0697_STAMPING: D 72 1935
 GK0697_MARK LOGO: CGS
 GK0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0697+STABILITY: SURFACE MOTION
 GK0697
 GK0697  HISTORY     - Date     Condition        Report By
 GK0697  HISTORY     - 1935     MONUMENTED       CGS
 GK0697  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0697
 GK0697                          STATION DESCRIPTION
 GK0697
 GK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0697'6.7 MI NW FROM TEXHOMA.
 GK0697'6.7 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0697'TEXAS COUNTY, ABOUT 400 FEET SOUTH OF A TREELINED CREEK, ABOUT 50 FEET
 GK0697'WEST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT EAST OF A FENCE
 GK0697'CORNER. A STANDARD DISK, STAMPED D 72 1935 AND SET IN THE TOP OF A
 GK0697'CONCRETE POST.
 GK0697
 GK0697                          STATION RECOVERY (1973)
 GK0697
 GK0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0014 ***********************************************************************
 GL0014  DESIGNATION -  D 73
 GL0014  PID         -  GL0014
 GL0014  STATE/COUNTY-  OK/CIMARRON
 GL0014  COUNTRY     -  US
 GL0014  USGS QUAD   -  KEYES WEST (2018)
 GL0014
 GL0014                         *CURRENT SURVEY CONTROL
 GL0014  ______________________________________________________________________
 GL0014* NAD 83(1986) POSITION- 36 45 43.     (N) 102 18 17.     (W)   SCALED
 GL0014* NAVD 88 ORTHO HEIGHT -  1209.567 (meters)     3968.39  (feet) ADJUSTED
 GL0014  ______________________________________________________________________
 GL0014  GEOID HEIGHT    -        -24.200 (meters)                     GEOID18
 GL0014  DYNAMIC HEIGHT  -       1208.266 (meters)     3964.12  (feet) COMP
 GL0014  MODELED GRAVITY -    979,514.0   (mgal)                       NAVD 88
 GL0014
 GL0014  VERT ORDER      -  SECOND    CLASS 0
 GL0014
 GL0014.The horizontal coordinates were scaled from a map and have
 GL0014.an estimated accuracy of +/- 6 seconds.
 GL0014
 GL0014.The orthometric height was determined by differential leveling and
 GL0014.adjusted by the NATIONAL GEODETIC SURVEY
 GL0014.in June 1991.
 GL0014
 GL0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0014.GEOID18 height accuracy estimate available here.
 GL0014
 GL0014.Click photographs - Photos may exist for this station.
 GL0014
 GL0014.The dynamic height is computed by dividing the NAVD 88
 GL0014.geopotential number by the normal gravity value computed on the
 GL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0014.degrees latitude (g = 980.6199 gals.).
 GL0014
 GL0014.The modeled gravity was interpolated from observed gravity values.
 GL0014
 GL0014;                    North         East    Units  Estimated Accuracy
 GL0014;SPC OK N     -   204,020.      215,770.      MT  (+/- 180 meters Scaled)
 GL0014
 GL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA405718(NAD 83)
 GL0014
 GL0014                          SUPERSEDED SURVEY CONTROL
 GL0014
 GL0014.No superseded survey control is available for this station.
 GL0014
 GL0014_MARKER: DB = BENCH MARK DISK
 GL0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0014_SP_SET: BOX CULVERT HEADWALL
 GL0014_STAMPING: D 73 1935
 GL0014_MARK LOGO: CGS
 GL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0014+STABILITY: SURFACE MOTION
 GL0014
 GL0014  HISTORY     - Date     Condition        Report By
 GL0014  HISTORY     - 1935     MONUMENTED       CGS
 GL0014  HISTORY     - 1939     GOOD             USGS
 GL0014
 GL0014                          STATION DESCRIPTION
 GL0014
 GL0014'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 GL0014'13.9 MI E FROM BOISE CITY.
 GL0014'13.9 MILES EAST OF BOISE CITY ALONG US HIGHWAY 64, ABOUT 0.1 MILE WEST
 GL0014'OF WILLOWBAR CORNER, ON THE NORTH CURB OF A CONCRETE BOX CULVERT, AT
 GL0014'THE WEST END OF THE CULVERT, 20 FEET NORTH OF THE CENTERLINE OF THE
 GL0014'HIGHWAY, A STANDARD DISK SET IN THE CONCRETE BOX CULVERT, NEAR THE
 GL0014'SOUTHEAST CORNER OF SECTION 33, T 4 N, R 7 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0719 ***********************************************************************
 GK0719  DESIGNATION -  D 74
 GK0719  PID         -  GK0719
 GK0719  STATE/COUNTY-  OK/TEXAS
 GK0719  COUNTRY     -  US
 GK0719  USGS QUAD   -  TEXHOMA NW (2018)
 GK0719
 GK0719                         *CURRENT SURVEY CONTROL
 GK0719  ______________________________________________________________________
 GK0719* NAD 83(1986) POSITION- 36 43 59.     (N) 101 53 19.     (W)   SCALED
 GK0719* NAVD 88 ORTHO HEIGHT -  1066.300 (meters)     3498.35  (feet) ADJUSTED
 GK0719  ______________________________________________________________________
 GK0719  GEOID HEIGHT    -        -25.344 (meters)                     GEOID18
 GK0719  DYNAMIC HEIGHT  -       1065.177 (meters)     3494.67  (feet) COMP
 GK0719  MODELED GRAVITY -    979,542.0   (mgal)                       NAVD 88
 GK0719
 GK0719  VERT ORDER      -  SECOND    CLASS 0
 GK0719
 GK0719.The horizontal coordinates were scaled from a map and have
 GK0719.an estimated accuracy of +/- 6 seconds.
 GK0719
 GK0719.The orthometric height was determined by differential leveling and
 GK0719.adjusted by the NATIONAL GEODETIC SURVEY
 GK0719.in June 1991.
 GK0719
 GK0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0719.GEOID18 height accuracy estimate available here.
 GK0719
 GK0719.Click photographs - Photos may exist for this station.
 GK0719
 GK0719.The dynamic height is computed by dividing the NAVD 88
 GK0719.geopotential number by the normal gravity value computed on the
 GK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0719.degrees latitude (g = 980.6199 gals.).
 GK0719
 GK0719.The modeled gravity was interpolated from observed gravity values.
 GK0719
 GK0719;                    North         East    Units  Estimated Accuracy
 GK0719;SPC OK N     -   199,250.      252,760.      MT  (+/- 180 meters Scaled)
 GK0719
 GK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF420691(NAD 83)
 GK0719
 GK0719                          SUPERSEDED SURVEY CONTROL
 GK0719
 GK0719  NGVD 29 (??/??/92) 1065.821  (m)         3496.78   (f) ADJ UNCH    2 0
 GK0719
 GK0719.Superseded values are not recommended for survey control.
 GK0719
 GK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0719.See file dsdata.pdf to determine how the superseded data were derived.
 GK0719
 GK0719_MARKER: DB = BENCH MARK DISK
 GK0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0719_STAMPING: D 74 1935
 GK0719_MARK LOGO: CGS
 GK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0719+STABILITY: SURFACE MOTION
 GK0719
 GK0719  HISTORY     - Date     Condition        Report By
 GK0719  HISTORY     - 1935     MONUMENTED       CGS
 GK0719
 GK0719                          STATION DESCRIPTION
 GK0719
 GK0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0719'5.5 MI S FROM EVA.
 GK0719'5.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0719'175 FEET NORTH OF A GREEN-AND-WHITE FARMHOUSE, AT THE JUNCTION OF A
 GK0719'ROAD, ABOUT 90 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 GK0719'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND
 GK0719'ABOUT 3 POSTS EAST OF A FENCE CORNER. A STANDARD DISK, STAMPED D 74
 GK0719'1935 AND SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0724 ***********************************************************************
 GK0724  DESIGNATION -  D 75
 GK0724  PID         -  GK0724
 GK0724  STATE/COUNTY-  OK/TEXAS
 GK0724  COUNTRY     -  US
 GK0724  USGS QUAD   -  EVA (2018)
 GK0724
 GK0724                         *CURRENT SURVEY CONTROL
 GK0724  ______________________________________________________________________
 GK0724* NAD 83(1986) POSITION- 36 49 12.     (N) 101 54 27.     (W)   SCALED
 GK0724* NAVD 88 ORTHO HEIGHT -  1094.451 (meters)     3590.71  (feet) ADJUSTED
 GK0724  ______________________________________________________________________
 GK0724  GEOID HEIGHT    -        -25.194 (meters)                     GEOID18
 GK0724  DYNAMIC HEIGHT  -       1093.303 (meters)     3586.94  (feet) COMP
 GK0724  MODELED GRAVITY -    979,545.0   (mgal)                       NAVD 88
 GK0724
 GK0724  VERT ORDER      -  SECOND    CLASS 0
 GK0724
 GK0724.The horizontal coordinates were scaled from a map and have
 GK0724.an estimated accuracy of +/- 6 seconds.
 GK0724
 GK0724.The orthometric height was determined by differential leveling and
 GK0724.adjusted by the NATIONAL GEODETIC SURVEY
 GK0724.in June 1991.
 GK0724
 GK0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0724.GEOID18 height accuracy estimate available here.
 GK0724
 GK0724.Click photographs - Photos may exist for this station.
 GK0724
 GK0724.The dynamic height is computed by dividing the NAVD 88
 GK0724.geopotential number by the normal gravity value computed on the
 GK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0724.degrees latitude (g = 980.6199 gals.).
 GK0724
 GK0724.The modeled gravity was interpolated from observed gravity values.
 GK0724
 GK0724;                    North         East    Units  Estimated Accuracy
 GK0724;SPC OK N     -   208,960.      251,460.      MT  (+/- 180 meters Scaled)
 GK0724
 GK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF406788(NAD 83)
 GK0724
 GK0724                          SUPERSEDED SURVEY CONTROL
 GK0724
 GK0724  NGVD 29 (??/??/92) 1093.965  (m)         3589.12   (f) ADJ UNCH    2 0
 GK0724
 GK0724.Superseded values are not recommended for survey control.
 GK0724
 GK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0724.See file dsdata.pdf to determine how the superseded data were derived.
 GK0724
 GK0724_MARKER: DB = BENCH MARK DISK
 GK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0724_STAMPING: D 75 1935
 GK0724_MARK LOGO: CGS
 GK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0724+STABILITY: SURFACE MOTION
 GK0724
 GK0724  HISTORY     - Date     Condition        Report By
 GK0724  HISTORY     - 1935     MONUMENTED       CGS
 GK0724  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0724
 GK0724                          STATION DESCRIPTION
 GK0724
 GK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0724'1.6 MI N FROM EVA.
 GK0724'1.6 MILES NORTH ALONG THE ELKHART ROAD FROM EVA, TEXAS COUNTY, AT A
 GK0724'ROAD CROSSING, ABOUT 52 FEET WEST OF THE CENTER LINE OF THE
 GK0724'NORTH-AND-SOUTH ROAD, AND 40 FEET SOUTH OF THE CENTER LINE OF THE
 GK0724'EAST-AND-WEST ROAD. A STANDARD DISK, STAMPED D 75 1935 AND SET IN THE
 GK0724'TOP OF CONCRETE POST.
 GK0724
 GK0724                          STATION RECOVERY (1973)
 GK0724
 GK0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0724'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0777 ***********************************************************************
 GK0777  DESIGNATION -  D 76
 GK0777  PID         -  GK0777
 GK0777  STATE/COUNTY-  OK/TEXAS
 GK0777  COUNTRY     -  US
 GK0777  USGS QUAD   -  HOUGH NE (2018)
 GK0777
 GK0777                         *CURRENT SURVEY CONTROL
 GK0777  ______________________________________________________________________
 GK0777* NAD 83(1986) POSITION- 36 54 25.     (N) 101 35 11.     (W)   SCALED
 GK0777* NAVD 88 ORTHO HEIGHT -  1008.339 (meters)     3308.19  (feet) ADJUSTED
 GK0777  ______________________________________________________________________
 GK0777  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 GK0777  DYNAMIC HEIGHT  -       1007.306 (meters)     3304.80  (feet) COMP
 GK0777  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 GK0777
 GK0777  VERT ORDER      -  SECOND    CLASS 0
 GK0777
 GK0777.The horizontal coordinates were scaled from a map and have
 GK0777.an estimated accuracy of +/- 6 seconds.
 GK0777
 GK0777.The orthometric height was determined by differential leveling and
 GK0777.adjusted by the NATIONAL GEODETIC SURVEY
 GK0777.in June 1991.
 GK0777
 GK0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0777.GEOID18 height accuracy estimate available here.
 GK0777
 GK0777.Click photographs - Photos may exist for this station.
 GK0777
 GK0777.The dynamic height is computed by dividing the NAVD 88
 GK0777.geopotential number by the normal gravity value computed on the
 GK0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0777.degrees latitude (g = 980.6199 gals.).
 GK0777
 GK0777.The modeled gravity was interpolated from observed gravity values.
 GK0777
 GK0777;                    North         East    Units  Estimated Accuracy
 GK0777;SPC OK N     -   217,490.      280,440.      MT  (+/- 180 meters Scaled)
 GK0777
 GK0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF695876(NAD 83)
 GK0777
 GK0777                          SUPERSEDED SURVEY CONTROL
 GK0777
 GK0777  NGVD 29 (??/??/92) 1007.892  (m)         3306.73   (f) ADJ UNCH    2 0
 GK0777
 GK0777.Superseded values are not recommended for survey control.
 GK0777
 GK0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0777.See file dsdata.pdf to determine how the superseded data were derived.
 GK0777
 GK0777_MARKER: DB = BENCH MARK DISK
 GK0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0777_STAMPING: D 76 1935
 GK0777_MARK LOGO: CGS
 GK0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0777+STABILITY: SURFACE MOTION
 GK0777
 GK0777  HISTORY     - Date     Condition        Report By
 GK0777  HISTORY     - 1935     MONUMENTED       CGS
 GK0777
 GK0777                          STATION DESCRIPTION
 GK0777
 GK0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0777'3.1 MI N FROM HOUGH.
 GK0777'3.1 MI. N. ALONG HIGHWAY TO ROLLA, KANS.  ABOUT 0.5 MI. W. OF A TURN
 GK0777'IN THE HWY., ABOUT 29 FT. N. OF THE CENTER LINE OF THE HWY.  AND 13
 GK0777'FT. W. AND 1 FT. S. OF A FENCE CORNER FOR FENCE TO NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0224 ***********************************************************************
 FH0224  DESIGNATION -  D 77
 FH0224  PID         -  FH0224
 FH0224  STATE/COUNTY-  OK/SEQUOYAH
 FH0224  COUNTRY     -  US
 FH0224  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0224
 FH0224                         *CURRENT SURVEY CONTROL
 FH0224  ______________________________________________________________________
 FH0224* NAD 83(1986) POSITION- 35 21 41.     (N) 094 29 44.     (W)   SCALED
 FH0224* NAVD 88 ORTHO HEIGHT -   127.354 (meters)      417.83  (feet) ADJUSTED
 FH0224  ______________________________________________________________________
 FH0224  GEOID HEIGHT    -        -30.273 (meters)                     GEOID18
 FH0224  DYNAMIC HEIGHT  -        127.233 (meters)      417.43  (feet) COMP
 FH0224  MODELED GRAVITY -    979,687.1   (mgal)                       NAVD 88
 FH0224
 FH0224  VERT ORDER      -  SECOND    CLASS 0
 FH0224
 FH0224.The horizontal coordinates were scaled from a map and have
 FH0224.an estimated accuracy of +/- 6 seconds.
 FH0224
 FH0224.The orthometric height was determined by differential leveling and
 FH0224.adjusted by the NATIONAL GEODETIC SURVEY
 FH0224.in June 1991.
 FH0224
 FH0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0224.GEOID18 height accuracy estimate available here.
 FH0224
 FH0224.Click photographs - Photos may exist for this station.
 FH0224
 FH0224.The dynamic height is computed by dividing the NAVD 88
 FH0224.geopotential number by the normal gravity value computed on the
 FH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0224.degrees latitude (g = 980.6199 gals.).
 FH0224
 FH0224.The modeled gravity was interpolated from observed gravity values.
 FH0224
 FH0224;                    North         East    Units  Estimated Accuracy
 FH0224;SPC OK N     -    45,850.      918,450.      MT  (+/- 180 meters Scaled)
 FH0224
 FH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV641141(NAD 83)
 FH0224
 FH0224                          SUPERSEDED SURVEY CONTROL
 FH0224
 FH0224  NGVD 29 (??/??/92)  127.266  (m)          417.54   (f) ADJ UNCH    2 0
 FH0224
 FH0224.Superseded values are not recommended for survey control.
 FH0224
 FH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0224.See file dsdata.pdf to determine how the superseded data were derived.
 FH0224
 FH0224_MARKER: DB = BENCH MARK DISK
 FH0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0224_STAMPING: D 77 1940
 FH0224_MARK LOGO: CGS
 FH0224_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0224+STABILITY: SURFACE MOTION
 FH0224
 FH0224  HISTORY     - Date     Condition        Report By
 FH0224  HISTORY     - 1940     MONUMENTED       CGS
 FH0224  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0224
 FH0224                          STATION DESCRIPTION
 FH0224
 FH0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0224'4.6 MI SW FROM MOFFETT.
 FH0224'TO REACH FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON
 FH0224'U.S. HIGHWAY NO. 64, GO 1.5 MILES, TURN LEFT (SOUTH) ONTO GRAVELED
 FH0224'ROAD, GO 1.0 MILE, TURN RIGHT (WEST) AT ROAD INTESECTION ON
 FH0224'SECTION LINE, GO 1.0 MILE, TURN LEFT (SOUTH) AT T-INTERSECTION,
 FH0224'GO 1.0 MILE.  BENCH MARK IS NEAR RIGHT ANGLE TURN IN ROAD, 69
 FH0224'FEET NORTH OF NORTH SIDE OF SMALL FARM HOUSE, 16 FEET EAST OF
 FH0224'CENTER LINE OF ROAD, 3.5 FEET NORTH OF HACKBERRY TREE, 2.8 FEET
 FH0224'SOUTH OF 4 X 4 INCH WOOD POST PAINTED WHITE PROJECTING 18 INCHES.
 FH0224'MONUMENT PROJECTS 0.5 FOOT.
 FH0224
 FH0224                          STATION RECOVERY (1959)
 FH0224
 FH0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0597 ***********************************************************************
 FH0597  DESIGNATION -  D 78
 FH0597  PID         -  FH0597
 FH0597  STATE/COUNTY-  OK/MUSKOGEE
 FH0597  COUNTRY     -  US
 FH0597  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0597
 FH0597                         *CURRENT SURVEY CONTROL
 FH0597  ______________________________________________________________________
 FH0597* NAD 83(1986) POSITION- 35 23 29.     (N) 095 08 00.     (W)   SCALED
 FH0597* NAVD 88 ORTHO HEIGHT -   149.049 (meters)      489.00  (feet) ADJUSTED
 FH0597  ______________________________________________________________________
 FH0597  GEOID HEIGHT    -        -30.199 (meters)                     GEOID18
 FH0597  DYNAMIC HEIGHT  -        148.908 (meters)      488.54  (feet) COMP
 FH0597  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 FH0597
 FH0597  VERT ORDER      -  SECOND    CLASS 0
 FH0597
 FH0597.The horizontal coordinates were scaled from a map and have
 FH0597.an estimated accuracy of +/- 6 seconds.
 FH0597
 FH0597.The orthometric height was determined by differential leveling and
 FH0597.adjusted by the NATIONAL GEODETIC SURVEY
 FH0597.in June 1991.
 FH0597
 FH0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0597.GEOID18 height accuracy estimate available here.
 FH0597
 FH0597.Click photographs - Photos may exist for this station.
 FH0597
 FH0597.The dynamic height is computed by dividing the NAVD 88
 FH0597.geopotential number by the normal gravity value computed on the
 FH0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0597.degrees latitude (g = 980.6199 gals.).
 FH0597
 FH0597.The modeled gravity was interpolated from observed gravity values.
 FH0597
 FH0597;                    North         East    Units  Estimated Accuracy
 FH0597;SPC OK N     -    47,270.      860,410.      MT  (+/- 180 meters Scaled)
 FH0597
 FH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV062185(NAD 83)
 FH0597
 FH0597                          SUPERSEDED SURVEY CONTROL
 FH0597
 FH0597  NGVD 29 (??/??/92)  148.937  (m)          488.64   (f) ADJ UNCH    2 0
 FH0597
 FH0597.Superseded values are not recommended for survey control.
 FH0597
 FH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0597.See file dsdata.pdf to determine how the superseded data were derived.
 FH0597
 FH0597_MARKER: DB = BENCH MARK DISK
 FH0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0597_STAMPING: D 78 1940
 FH0597_MARK LOGO: CGS
 FH0597_PROJECTION: PROJECTING 12 CENTIMETERS
 FH0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0597+STABILITY: SURFACE MOTION
 FH0597
 FH0597  HISTORY     - Date     Condition        Report By
 FH0597  HISTORY     - 1940     MONUMENTED       CGS
 FH0597  HISTORY     - 1960     GOOD             CGS
 FH0597
 FH0597                          STATION DESCRIPTION
 FH0597
 FH0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0597'9.8 MI S FROM WEBBERS FALLS.
 FH0597'9.8 MILES SOUTH OF POST OFFICE IN WEBBERS FALLS.  TO REACH FROM
 FH0597'THE POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0597'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0597'ROAD AND CONTINUE ON GRAVELED ROAD AND GRADED ROAD, GO 8.1 MILES,
 FH0597'TURN RIGHT (WEST) ONTO GRADED DIRT ROAD, GO 1 MILE.  BENCH MARK
 FH0597'IS ALONG EAST-WEST GRADED DIRT ROAD, NEAR T-INTERSECTION, 0.2
 FH0597'MILE EAST OF OAK GROVE SCHOOL, 264 FEET WEST OF CENTER LINE OF
 FH0597'ROAD INTERSECTION, 105 FEET EAST OF A SMALL BRIDGE, 40 FEET
 FH0597'NORTH OF CENTER LINE OF ROAD, 4 FEET EAST OF A 4 X 4 INCH WOODEN
 FH0597'POST PAINTED WHITE PROJECTING 1.9 FEET.  MONUMENT PROJECTS 0.4
 FH0597'FOOT.  NOTE-- 12 FEET WEST OF A JOG IN FENCE LINE AND 1 FOOT
 FH0597'SOUTH OF A FENCE.
 FH0597
 FH0597                          STATION RECOVERY (1960)
 FH0597
 FH0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0737 ***********************************************************************
 FH0737  DESIGNATION -  D 79
 FH0737  PID         -  FH0737
 FH0737  STATE/COUNTY-  OK/WAGONER
 FH0737  COUNTRY     -  US
 FH0737  USGS QUAD   -  RED BIRD (2018)
 FH0737
 FH0737                         *CURRENT SURVEY CONTROL
 FH0737  ______________________________________________________________________
 FH0737* NAD 83(1986) POSITION- 35 57 18.     (N) 095 30 40.     (W)   SCALED
 FH0737* NAVD 88 ORTHO HEIGHT -   161.548 (meters)      530.01  (feet) ADJUSTED
 FH0737  ______________________________________________________________________
 FH0737  GEOID HEIGHT    -        -29.316 (meters)                     GEOID18
 FH0737  DYNAMIC HEIGHT  -        161.405 (meters)      529.54  (feet) COMP
 FH0737  MODELED GRAVITY -    979,744.7   (mgal)                       NAVD 88
 FH0737
 FH0737  VERT ORDER      -  SECOND    CLASS 0
 FH0737
 FH0737.The horizontal coordinates were scaled from a map and have
 FH0737.an estimated accuracy of +/- 6 seconds.
 FH0737
 FH0737.The orthometric height was determined by differential leveling and
 FH0737.adjusted by the NATIONAL GEODETIC SURVEY
 FH0737.in June 1991.
 FH0737
 FH0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0737.GEOID18 height accuracy estimate available here.
 FH0737
 FH0737.Click photographs - Photos may exist for this station.
 FH0737
 FH0737.The dynamic height is computed by dividing the NAVD 88
 FH0737.geopotential number by the normal gravity value computed on the
 FH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0737.degrees latitude (g = 980.6199 gals.).
 FH0737
 FH0737.The modeled gravity was interpolated from observed gravity values.
 FH0737
 FH0737;                    North         East    Units  Estimated Accuracy
 FH0737;SPC OK N     -   108,840.      824,500.      MT  (+/- 180 meters Scaled)
 FH0737
 FH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV735818(NAD 83)
 FH0737
 FH0737                          SUPERSEDED SURVEY CONTROL
 FH0737
 FH0737  NGVD 29 (??/??/92)  161.438  (m)          529.65   (f) ADJ UNCH    2 0
 FH0737
 FH0737.Superseded values are not recommended for survey control.
 FH0737
 FH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0737.See file dsdata.pdf to determine how the superseded data were derived.
 FH0737
 FH0737_MARKER: DB = BENCH MARK DISK
 FH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0737_STAMPING: D 79 1940
 FH0737_MARK LOGO: CGS
 FH0737_PROJECTION: PROJECTING 8 CENTIMETERS
 FH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0737+STABILITY: SURFACE MOTION
 FH0737
 FH0737  HISTORY     - Date     Condition        Report By
 FH0737  HISTORY     - 1940     MONUMENTED       CGS
 FH0737  HISTORY     - 1962     GOOD             USGS
 FH0737  HISTORY     - 1973     MARK NOT FOUND   NGS
 FH0737
 FH0737                          STATION DESCRIPTION
 FH0737
 FH0737'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FH0737'9.3 MI E FROM COWETA.
 FH0737'COWETA, ABOUT 8 MI. E. OF, IN NW 1/4 SEC. 16, T. 17 N., R. 17
 FH0737'E., ABOUT 0.2 MI. N. OF STATE HWY. 51, ABOUT 390 FT. N. OF RD.
 FH0737'AT DRIVE NE TO HOUSE, 60 FT. E. OF N-S SEC. RD., 52 FT. NW
 FH0737'OF AND NORMAL TO OLD HWY. 51 ROADBED (NOW ABANDONED), 33 FT.
 FH0737'NE OF A 16 INCH WALNUT TREE, IN CONCRETE POST PROJECTING 3 INCHES
 FH0737'ABOVE GROUND, A STANDARD TABLET STAMPED D-79 1940.
 FH0737
 FH0737                          STATION RECOVERY (1973)
 FH0737
 FH0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FH0737'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0190 ***********************************************************************
 FJ0190  DESIGNATION -  D 8
 FJ0190  PID         -  FJ0190
 FJ0190  STATE/COUNTY-  OK/LINCOLN
 FJ0190  COUNTRY     -  US
 FJ0190  USGS QUAD   -  SPARKS (2018)
 FJ0190
 FJ0190                         *CURRENT SURVEY CONTROL
 FJ0190  ______________________________________________________________________
 FJ0190* NAD 83(1986) POSITION- 35 36 31.     (N) 096 46 15.     (W)   SCALED
 FJ0190* NAVD 88 ORTHO HEIGHT -   256.845 (meters)      842.67  (feet) ADJUSTED
 FJ0190  ______________________________________________________________________
 FJ0190  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 FJ0190  DYNAMIC HEIGHT  -        256.605 (meters)      841.88  (feet) COMP
 FJ0190  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 FJ0190
 FJ0190  VERT ORDER      -  FIRST     CLASS II
 FJ0190
 FJ0190.The horizontal coordinates were scaled from a map and have
 FJ0190.an estimated accuracy of +/- 6 seconds.
 FJ0190
 FJ0190.The orthometric height was determined by differential leveling and
 FJ0190.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0190.in June 1991.
 FJ0190
 FJ0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0190.GEOID18 height accuracy estimate available here.
 FJ0190
 FJ0190.Click photographs - Photos may exist for this station.
 FJ0190
 FJ0190.The dynamic height is computed by dividing the NAVD 88
 FJ0190.geopotential number by the normal gravity value computed on the
 FJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0190.degrees latitude (g = 980.6199 gals.).
 FJ0190
 FJ0190.The modeled gravity was interpolated from observed gravity values.
 FJ0190
 FJ0190;                    North         East    Units  Estimated Accuracy
 FJ0190;SPC OK N     -    68,230.      711,370.      MT  (+/- 180 meters Scaled)
 FJ0190
 FJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE019428(NAD 83)
 FJ0190
 FJ0190                          SUPERSEDED SURVEY CONTROL
 FJ0190
 FJ0190  NGVD 29 (??/??/92)  256.752  (m)          842.36   (f) ADJ UNCH    1 2
 FJ0190
 FJ0190.Superseded values are not recommended for survey control.
 FJ0190
 FJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0190.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0190
 FJ0190_MARKER: DB = BENCH MARK DISK
 FJ0190_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0190_STAMPING: 842.361 D 8 1933
 FJ0190_MARK LOGO: CGS
 FJ0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0190+STABILITY: POSITION/ELEVATION WELL
 FJ0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0190+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2022
 FJ0190
 FJ0190  HISTORY     - Date     Condition        Report By
 FJ0190  HISTORY     - 1933     MONUMENTED       CGS
 FJ0190  HISTORY     - 1951     GOOD
 FJ0190  HISTORY     - 20201006 POOR             OKDOT
 FJ0190  HISTORY     - 20220309 POOR             OKDOT
 FJ0190
 FJ0190                          STATION DESCRIPTION
 FJ0190
 FJ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0190'2.8 MI E FROM SPARKS.
 FJ0190'2 3/4 MILES E OF SPARKS ON FT. S. AND W. R.R. AT MP 169/09.
 FJ0190'20 FEET E. OF TRACK AND 45 FEET N. OF HIGHWAY CROSSING.  MARK
 FJ0190'IS STAMPED D 8 842.361 1933.
 FJ0190
 FJ0190                          STATION RECOVERY (1951)
 FJ0190
 FJ0190'RECOVERED 1951
 FJ0190'RECOVERED IN GOOD CONDITION.
 FJ0190
 FJ0190                          STATION RECOVERY (2020)
 FJ0190
 FJ0190'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0190'MARK FOUND IN LANDOWNERS GARDEN.  MAY HAVE BEEN MOVED, USE WITH
 FJ0190'CAUTION.
 FJ0190
 FJ0190                          STATION RECOVERY (2022)
 FJ0190
 FJ0190'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0190'MARK DISTURBED FOUND IN GARDEN AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0336 ***********************************************************************
 GL0336  DESIGNATION -  D 80
 GL0336  PID         -  GL0336
 GL0336  STATE/COUNTY-  OK/CIMARRON
 GL0336  COUNTRY     -  US
 GL0336  USGS QUAD   -  FELT NE (2018)
 GL0336
 GL0336                         *CURRENT SURVEY CONTROL
 GL0336  ______________________________________________________________________
 GL0336* NAD 83(1986) POSITION- 36 44 02.     (N) 102 45 04.     (W)   SCALED
 GL0336* NAVD 88 ORTHO HEIGHT -  1353.831 (meters)     4441.69  (feet) ADJUSTED
 GL0336  ______________________________________________________________________
 GL0336  GEOID HEIGHT    -        -23.167 (meters)                     GEOID18
 GL0336  DYNAMIC HEIGHT  -       1352.314 (meters)     4436.72  (feet) COMP
 GL0336  MODELED GRAVITY -    979,464.2   (mgal)                       NAVD 88
 GL0336
 GL0336  VERT ORDER      -  SECOND    CLASS 0
 GL0336
 GL0336.The horizontal coordinates were scaled from a map and have
 GL0336.an estimated accuracy of +/- 6 seconds.
 GL0336
 GL0336.The orthometric height was determined by differential leveling and
 GL0336.adjusted by the NATIONAL GEODETIC SURVEY
 GL0336.in June 1991.
 GL0336
 GL0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0336.GEOID18 height accuracy estimate available here.
 GL0336
 GL0336.Click photographs - Photos may exist for this station.
 GL0336
 GL0336.The dynamic height is computed by dividing the NAVD 88
 GL0336.geopotential number by the normal gravity value computed on the
 GL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0336.degrees latitude (g = 980.6199 gals.).
 GL0336
 GL0336.The modeled gravity was interpolated from observed gravity values.
 GL0336
 GL0336;                    North         East    Units  Estimated Accuracy
 GL0336;SPC OK N     -   202,770.      175,800.      MT  (+/- 180 meters Scaled)
 GL0336
 GL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA008677(NAD 83)
 GL0336
 GL0336                          SUPERSEDED SURVEY CONTROL
 GL0336
 GL0336.No superseded survey control is available for this station.
 GL0336
 GL0336_MARKER: DB = BENCH MARK DISK
 GL0336_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0336_SP_SET: CULVERT HEADWALL
 GL0336_STAMPING: D 80 1941
 GL0336_MARK LOGO: CGS
 GL0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0336+STABILITY: SURFACE MOTION
 GL0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0336+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0336
 GL0336  HISTORY     - Date     Condition        Report By
 GL0336  HISTORY     - 1941     MONUMENTED       CGS
 GL0336  HISTORY     - 20051008 GOOD             INDIV
 GL0336
 GL0336                          STATION DESCRIPTION
 GL0336
 GL0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0336'13.3 MI W FROM BOISE CITY.
 GL0336'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0336'ON U.S. HIGHWAY NO. 64, GO 13.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0336'MARK IS AT A SECTION CORNER, SET HORIZONTALLY IN THE WEST END OF THE
 GL0336'NORTH HEADWALL OF A CONCRETE PIPE CULVERT.  24.0 FEET NORTH OF AND
 GL0336'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 GL0336
 GL0336                          STATION RECOVERY (2005)
 GL0336
 GL0336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0436 ***********************************************************************
 EL0436  DESIGNATION -  D 81
 EL0436  PID         -  EL0436
 EL0436  STATE/COUNTY-  OK/CARTER
 EL0436  COUNTRY     -  US
 EL0436  USGS QUAD   -  GENE AUTRY (2018)
 EL0436
 EL0436                         *CURRENT SURVEY CONTROL
 EL0436  ______________________________________________________________________
 EL0436* NAD 83(1986) POSITION- 34 18 13.     (N) 097 01 36.     (W)   SCALED
 EL0436* NAVD 88 ORTHO HEIGHT -   222.696 (meters)      730.63  (feet) ADJUSTED
 EL0436  ______________________________________________________________________
 EL0436  GEOID HEIGHT    -        -25.649 (meters)                     GEOID18
 EL0436  DYNAMIC HEIGHT  -        222.471 (meters)      729.89  (feet) COMP
 EL0436  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 EL0436
 EL0436  VERT ORDER      -  SECOND    CLASS 0
 EL0436
 EL0436.This mark is at Ardmore(MUNI Airport (ADM)
 EL0436
 EL0436.The horizontal coordinates were scaled from a map and have
 EL0436.an estimated accuracy of +/- 6 seconds.
 EL0436
 EL0436.The orthometric height was determined by differential leveling and
 EL0436.adjusted by the NATIONAL GEODETIC SURVEY
 EL0436.in June 1991.
 EL0436
 EL0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0436.GEOID18 height accuracy estimate available here.
 EL0436
 EL0436.Click photographs - Photos may exist for this station.
 EL0436
 EL0436.The dynamic height is computed by dividing the NAVD 88
 EL0436.geopotential number by the normal gravity value computed on the
 EL0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0436.degrees latitude (g = 980.6199 gals.).
 EL0436
 EL0436.The modeled gravity was interpolated from observed gravity values.
 EL0436
 EL0436;                    North         East    Units  Estimated Accuracy
 EL0436;SPC OK S     -   108,060.      689,590.      MT  (+/- 180 meters Scaled)
 EL0436
 EL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC815975(NAD 83)
 EL0436
 EL0436                          SUPERSEDED SURVEY CONTROL
 EL0436
 EL0436  NGVD 29 (??/??/92)  222.640  (m)          730.44   (f) ADJ UNCH    2 0
 EL0436
 EL0436.Superseded values are not recommended for survey control.
 EL0436
 EL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0436.See file dsdata.pdf to determine how the superseded data were derived.
 EL0436
 EL0436_MARKER: DB = BENCH MARK DISK
 EL0436_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0436_SP_SET: HANGAR FOUNDATION
 EL0436_STAMPING: D 81 1945
 EL0436_MARK LOGO: CGS
 EL0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0436+STABILITY: SURFACE MOTION
 EL0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0436+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2001
 EL0436
 EL0436  HISTORY     - Date     Condition        Report By
 EL0436  HISTORY     - 1945     MONUMENTED       CGS
 EL0436  HISTORY     - 1970     GOOD             NGS
 EL0436  HISTORY     - 1980     GOOD             LOCSUR
 EL0436  HISTORY     - 20010222 GOOD             INDIV
 EL0436
 EL0436                          STATION DESCRIPTION
 EL0436
 EL0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0436'2.1 MI NE FROM GENE AUTRY.
 EL0436'2.1 MILES NORTHEAST.  AT THE ARDMORE ARMY AIR FIELD, AT THE
 EL0436'NORTH HANGAR (BUILDING NO. 3-212), 15.0 FEET NORTH OF THE
 EL0436'SOUTHEAST CORNER AND 0.3 FOOT EAST OF THE BUILDING.  A BRONZE
 EL0436'DISK STAMPED D 81 1945 SET IN A DRILL HOLE IN CONCRETE FOUNDATION.
 EL0436
 EL0436                          STATION RECOVERY (1970)
 EL0436
 EL0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EL0436'RECOVERED IN GOOD CONDITION.
 EL0436
 EL0436                          STATION RECOVERY (1980)
 EL0436
 EL0436'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EL0436'RECOVERED IN GOOD CONDITION.
 EL0436
 EL0436                          STATION RECOVERY (2001)
 EL0436
 EL0436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DLH)
 EL0436'NORTH HANGER IS NOW BUILDING NO. 101
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0267 ***********************************************************************
 FJ0267  DESIGNATION -  D 9
 FJ0267  PID         -  FJ0267
 FJ0267  STATE/COUNTY-  OK/OKLAHOMA
 FJ0267  COUNTRY     -  US
 FJ0267  USGS QUAD   -  JONES (2018)
 FJ0267
 FJ0267                         *CURRENT SURVEY CONTROL
 FJ0267  ______________________________________________________________________
 FJ0267* NAD 83(1986) POSITION- 35 33 54.     (N) 097 15 58.     (W)   SCALED
 FJ0267* NAVD 88 ORTHO HEIGHT -   336.825 (meters)     1105.07  (feet) ADJUSTED
 FJ0267  ______________________________________________________________________
 FJ0267  GEOID HEIGHT    -        -27.277 (meters)                     GEOID18
 FJ0267  DYNAMIC HEIGHT  -        336.506 (meters)     1104.02  (feet) COMP
 FJ0267  MODELED GRAVITY -    979,676.3   (mgal)                       NAVD 88
 FJ0267
 FJ0267  VERT ORDER      -  FIRST     CLASS II
 FJ0267
 FJ0267.The horizontal coordinates were scaled from a map and have
 FJ0267.an estimated accuracy of +/- 6 seconds.
 FJ0267
 FJ0267.The orthometric height was determined by differential leveling and
 FJ0267.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0267.in August 1994.
 FJ0267
 FJ0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0267.GEOID18 height accuracy estimate available here.
 FJ0267
 FJ0267.Click photographs - Photos may exist for this station.
 FJ0267
 FJ0267.The dynamic height is computed by dividing the NAVD 88
 FJ0267.geopotential number by the normal gravity value computed on the
 FJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0267.degrees latitude (g = 980.6199 gals.).
 FJ0267
 FJ0267.The modeled gravity was interpolated from observed gravity values.
 FJ0267
 FJ0267;                    North         East    Units  Estimated Accuracy
 FJ0267;SPC OK N     -    62,940.      666,530.      MT  (+/- 180 meters Scaled)
 FJ0267
 FJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE571370(NAD 83)
 FJ0267
 FJ0267                          SUPERSEDED SURVEY CONTROL
 FJ0267
 FJ0267  NAVD 88 (06/15/91)  336.865  (m)         1105.20   (f) SUPERSEDED  1 2
 FJ0267  NGVD 29 (??/??/92)  336.735  (m)         1104.77   (f) ADJ UNCH    1 2
 FJ0267
 FJ0267.Superseded values are not recommended for survey control.
 FJ0267
 FJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0267.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0267
 FJ0267_MARKER: DB = BENCH MARK DISK
 FJ0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0267_SP_SET: ABUTMENT
 FJ0267_STAMPING: D 9 1933
 FJ0267_MARK LOGO: CGS
 FJ0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0267
 FJ0267  HISTORY     - Date     Condition        Report By
 FJ0267  HISTORY     - 1933     MONUMENTED       CGS
 FJ0267  HISTORY     - 1934     GOOD             CGS
 FJ0267  HISTORY     - 20100413 MARK NOT FOUND   COOPWD
 FJ0267
 FJ0267                          STATION DESCRIPTION
 FJ0267
 FJ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0267'1.2 MI E FROM JONES.
 FJ0267'1.2 MILE E. OF JONES IN E. ABUTMENT OF 3-SPAN STEEL HIGHWAY BRIDGE
 FJ0267'OVER CREEK 1 MILE E. OF JONES.  ON OKLAHOMA HIGHWAY 25 ADJACENT TO
 FJ0267'S.L.-S.F. R.R. AT MP 523/03.  4 FEET N. OF CURB.
 FJ0267
 FJ0267                          STATION RECOVERY (1934)
 FJ0267
 FJ0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0267'RECOVERED IN GOOD CONDITION.
 FJ0267
 FJ0267                          STATION RECOVERY (2010)
 FJ0267
 FJ0267'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2010 (CJM)
 FJ0267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0239 ***********************************************************************
 EM0239  DESIGNATION -  D 97
 EM0239  PID         -  EM0239
 EM0239  STATE/COUNTY-  OK/JACKSON
 EM0239  COUNTRY     -  US
 EM0239  USGS QUAD   -  ALTUS (2018)
 EM0239
 EM0239                         *CURRENT SURVEY CONTROL
 EM0239  ______________________________________________________________________
 EM0239* NAD 83(1986) POSITION- 34 37 51.     (N) 099 18 58.     (W)   SCALED
 EM0239* NAVD 88 ORTHO HEIGHT -   421.261 (meters)     1382.09  (feet) ADJUSTED
 EM0239  ______________________________________________________________________
 EM0239  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 EM0239  DYNAMIC HEIGHT  -        420.812 (meters)     1380.61  (feet) COMP
 EM0239  MODELED GRAVITY -    979,555.3   (mgal)                       NAVD 88
 EM0239
 EM0239  VERT ORDER      -  SECOND    CLASS 0
 EM0239
 EM0239.The horizontal coordinates were scaled from a map and have
 EM0239.an estimated accuracy of +/- 6 seconds.
 EM0239
 EM0239.The orthometric height was determined by differential leveling and
 EM0239.adjusted by the NATIONAL GEODETIC SURVEY
 EM0239.in June 1991.
 EM0239
 EM0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0239.GEOID18 height accuracy estimate available here.
 EM0239
 EM0239.Click photographs - Photos may exist for this station.
 EM0239
 EM0239.The dynamic height is computed by dividing the NAVD 88
 EM0239.geopotential number by the normal gravity value computed on the
 EM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0239.degrees latitude (g = 980.6199 gals.).
 EM0239
 EM0239.The modeled gravity was interpolated from observed gravity values.
 EM0239
 EM0239;                    North         East    Units  Estimated Accuracy
 EM0239;SPC OK S     -   144,710.      479,330.      MT  (+/- 180 meters Scaled)
 EM0239
 EM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD710321(NAD 83)
 EM0239
 EM0239                          SUPERSEDED SURVEY CONTROL
 EM0239
 EM0239  NGVD 29 (??/??/92)  421.072  (m)         1381.47   (f) ADJ UNCH    2 0
 EM0239
 EM0239.Superseded values are not recommended for survey control.
 EM0239
 EM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0239.See file dsdata.pdf to determine how the superseded data were derived.
 EM0239
 EM0239_MARKER: DB = BENCH MARK DISK
 EM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0239_STAMPING: D 97 1934
 EM0239_MARK LOGO: CGS
 EM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0239+STABILITY: SURFACE MOTION
 EM0239
 EM0239  HISTORY     - Date     Condition        Report By
 EM0239  HISTORY     - 1934     MONUMENTED       CGS
 EM0239  HISTORY     - 1963     GOOD             CGS
 EM0239  HISTORY     - 1964     MARK NOT FOUND   USGS
 EM0239
 EM0239                          STATION DESCRIPTION
 EM0239
 EM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0239'1.1 MI E FROM ALTUS.
 EM0239'ABOUT 1.1 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EM0239'THE STATION IN ALTUS, JACKSON COUNTY, 1 FOOT SOUTH OF A TELEPHONE
 EM0239'POLE, 43.0 FEET EAST OF THE CENTER LINE OF PARK LANE STREET, 30.0 FEET
 EM0239'NORTH OF THE CENTER LINE OF TRACK AND ABOUT 12 INCHES BELOW THE
 EM0239'SURFACE OF THE GROUND. A STANDARD DISK, STAMPED D 97 1934 AND SET IN
 EM0239'THE TOP OF A CONCRETE POST.
 EM0239
 EM0239                          STATION RECOVERY (1964)
 EM0239
 EM0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EM0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0335 ***********************************************************************
 EK0335  DESIGNATION -  D 99
 EK0335  PID         -  EK0335
 EK0335  STATE/COUNTY-  OK/MCCURTAIN
 EK0335  COUNTRY     -  US
 EK0335  USGS QUAD   -  WHITE ROCK MOUNTAIN (2018)
 EK0335
 EK0335                         *CURRENT SURVEY CONTROL
 EK0335  ______________________________________________________________________
 EK0335* NAD 83(1986) POSITION- 34 22 42.     (N) 094 51 43.     (W)   SCALED
 EK0335* NAVD 88 ORTHO HEIGHT -   218.982 (meters)      718.44  (feet) ADJUSTED
 EK0335  ______________________________________________________________________
 EK0335  GEOID HEIGHT    -        -30.698 (meters)                     GEOID18
 EK0335  DYNAMIC HEIGHT  -        218.742 (meters)      717.66  (feet) COMP
 EK0335  MODELED GRAVITY -    979,536.1   (mgal)                       NAVD 88
 EK0335
 EK0335  VERT ORDER      -  SECOND    CLASS 0
 EK0335
 EK0335.The horizontal coordinates were scaled from a map and have
 EK0335.an estimated accuracy of +/- 6 seconds.
 EK0335
 EK0335.The orthometric height was determined by differential leveling and
 EK0335.adjusted by the NATIONAL GEODETIC SURVEY
 EK0335.in June 1991.
 EK0335
 EK0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0335.GEOID18 height accuracy estimate available here.
 EK0335
 EK0335.Click photographs - Photos may exist for this station.
 EK0335
 EK0335.The dynamic height is computed by dividing the NAVD 88
 EK0335.geopotential number by the normal gravity value computed on the
 EK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0335.degrees latitude (g = 980.6199 gals.).
 EK0335
 EK0335.The modeled gravity was interpolated from observed gravity values.
 EK0335
 EK0335;                    North         East    Units  Estimated Accuracy
 EK0335;SPC OK S     -   120,400.      888,550.      MT  (+/- 180 meters Scaled)
 EK0335
 EK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU288056(NAD 83)
 EK0335
 EK0335                          SUPERSEDED SURVEY CONTROL
 EK0335
 EK0335  NGVD 29 (??/??/92)  218.919  (m)          718.24   (f) ADJ UNCH    2 0
 EK0335
 EK0335.Superseded values are not recommended for survey control.
 EK0335
 EK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0335.See file dsdata.pdf to determine how the superseded data were derived.
 EK0335
 EK0335_MARKER: DB = BENCH MARK DISK
 EK0335_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EK0335_SP_SET: CULVERT WINGWALL
 EK0335_STAMPING: D 99 1960
 EK0335_MARK LOGO: CGS
 EK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0335+STABILITY: SURFACE MOTION
 EK0335
 EK0335  HISTORY     - Date     Condition        Report By
 EK0335  HISTORY     - 1960     MONUMENTED       CGS
 EK0335
 EK0335                          STATION DESCRIPTION
 EK0335
 EK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0335'2.6 MI NW FROM BETHEL.
 EK0335'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 EK0335'OFFICE AT BETHEL, THENCE 1.45 MILES WEST ALONG A PAVED ROAD,
 EK0335'ON THE OUTSIDE OF A CURVE, IN SECTION 14, R 23 E, T 2 S, SET IN
 EK0335'THE TOP OF THE SOUTHEAST END OF THE NORTH WINGWALL OF A CONCRETE
 EK0335'CULVERT, 20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 EK0335'ABOUT 4 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0617 ***********************************************************************
 GJ0617  DESIGNATION -  DACOMA
 GJ0617  PID         -  GJ0617
 GJ0617  STATE/COUNTY-  OK/WOODS
 GJ0617  COUNTRY     -  US
 GJ0617  USGS QUAD   -  DACOMA SE (2018)
 GJ0617
 GJ0617                         *CURRENT SURVEY CONTROL
 GJ0617  ______________________________________________________________________
 GJ0617* NAD 83(1997) POSITION- 36 35 37.82183(N) 098 34 17.69181(W)   ADJUSTED
 GJ0617* NAVD 88 ORTHO HEIGHT -   425.    (meters)     1394.    (feet) SCALED
 GJ0617  ______________________________________________________________________
 GJ0617  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 GJ0617  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 GJ0617  HORZ ORDER      -  SECOND
 GJ0617
 GJ0617.The horizontal coordinates were established by classical geodetic methods
 GJ0617.and adjusted by the National Geodetic Survey in October 1998.
 GJ0617
 GJ0617.The orthometric height was scaled from a topographic map.
 GJ0617
 GJ0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0617.GEOID18 height accuracy estimate available here.
 GJ0617
 GJ0617.Click photographs - Photos may exist for this station.
 GJ0617
 GJ0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0617
 GJ0617. The following values were computed from the NAD 83(1997) position.
 GJ0617
 GJ0617;                    North         East     Units Scale Factor Converg.
 GJ0617;SPC OK N     -   176,995.095   548,854.959   MT  0.99997303   -0 20 14.3
 GJ0617;SPC OK N     -   580,691.41  1,800,701.64   sFT  0.99997303   -0 20 14.3
 GJ0617;UTM  14      - 4,049,902.606   538,320.928   MT  0.99961809   +0 15 19.4
 GJ0617
 GJ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0617!SPC OK N     -   0.99993768  x   0.99997303  =   0.99991071
 GJ0617!UTM  14      -   0.99993768  x   0.99961809  =   0.99955579
 GJ0617
 GJ0617:                Primary Azimuth Mark                     Grid Az
 GJ0617:SPC OK N     -  DACOMA AZ MK                             088 24 23.2
 GJ0617:UTM  14      -  DACOMA AZ MK                             087 48 49.5
 GJ0617
 GJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3832049902(NAD 83)
 GJ0617
 GJ0617|---------------------------------------------------------------------|
 GJ0617| PID    Reference Object                     Distance      Geod. Az  |
 GJ0617|                                                           dddmmss.s |
 GJ0617| GJ0616 DACOMA FARMERS MILL ELEV            APPROX. 7.1 KM 0031118.7 |
 GJ0617| CK8469 DACOMA RM 1                          21.258 METERS 06231     |
 GJ0617| CK8468 DACOMA AZ MK                                       0880408.9 |
 GJ0617| CK8470 DACOMA RM 2                          26.167 METERS 15013     |
 GJ0617| GJ0612 NOEL FARMERS CO OP ELEVATOR         APPROX.24.6 KM 3265637.2 |
 GJ0617|---------------------------------------------------------------------|
 GJ0617
 GJ0617                          SUPERSEDED SURVEY CONTROL
 GJ0617
 GJ0617  NAD 83(1993)-  36 35 37.82196(N)    098 34 17.69200(W) AD(       ) 2
 GJ0617  NAD 83(1986)-  36 35 37.82614(N)    098 34 17.67950(W) AD(       ) 2
 GJ0617  NAD 27      -  36 35 37.70979(N)    098 34 16.38841(W) AD(       ) 2
 GJ0617
 GJ0617.Superseded values are not recommended for survey control.
 GJ0617
 GJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0617.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0617
 GJ0617_MARKER: DS = TRIANGULATION STATION DISK
 GJ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0617_STAMPING: DACOMA 1951
 GJ0617_MARK LOGO: CGS
 GJ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0617+STABILITY: SURFACE MOTION
 GJ0617
 GJ0617  HISTORY     - Date     Condition        Report By
 GJ0617  HISTORY     - 1951     MONUMENTED       CGS
 GJ0617
 GJ0617                          STATION DESCRIPTION
 GJ0617
 GJ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0617'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF CARMEN AND 4.5 MILES
 GJ0617'SOUTH OF DACOMA ON THE TOP OF A SMALL SAND KNOLL WHICH IS THE
 GJ0617'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS ON LAND OWNED BY
 GJ0617'MRS.  MARCELLA WORK OF PERRYTON, TEXAS.  IT IS 150.0 FEET
 GJ0617'SOUTH OF THE CENTER OF A GRADED ROAD, 120.0 FEET SOUTH OF AN
 GJ0617'EAST-WEST FENCE AND 2.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 GJ0617'IT PROJECTS 6 INCHES AND IS STAMPED DACOMA 1951.
 GJ0617'
 GJ0617'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF THE HILL
 GJ0617'ABOUT 4.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 4
 GJ0617'INCHES AND IS STAMPED DACOMA NO 1 1951.
 GJ0617'
 GJ0617'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST SLOPE OF THE HILL
 GJ0617'ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 5
 GJ0617'INCHES AND IS STAMPED DACOMA NO 2 1951.
 GJ0617'
 GJ0617'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0617'IS 108.4 FEET.
 GJ0617'
 GJ0617'THE AZIMUTH MARK IS SET IN THE NORTHEAST CORNER OF A CULTIVATED
 GJ0617'FIELD, 30.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 2.0 FEET
 GJ0617'SOUTH OF A WITNESS POST AND 1.5 FEET SOUTHWEST OF A T FENCE CORNER.
 GJ0617'IT PROJECTS 5 INCHES AND IS STAMPED DACOMA 1951.
 GJ0617'
 GJ0617'TO REACH THE STATION FROM THE CROSS-STREET JUST NORTH OF THE POST
 GJ0617'OFFICE IN DACOMA, GO SOUTH ON THE MAIN STREET FOR 0.1 MILE TO A
 GJ0617'CROSS-STREET, TURN LEFT AND GO EAST ON A GRAVELED STREET FOR 0.3
 GJ0617'MILE TO A T JUNCTION.  HERE TURN RIGHT AND GO SOUTH ON A GRAVELED
 GJ0617'ROAD FOR 4.35 MILES TO A T JUNCTION, TURN RIGHT AND GO WEST ON A
 GJ0617'GRADED ROAD FOR 0.1 MILE TO A T FENCE CORNER ON THE LEFT AND THE
 GJ0617'AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST ON A GRADED ROAD FOR
 GJ0617'0.5 MILE TO A T ROAD LEFT, CONTINUE WEST ON GRADED ROAD FOR 0.1
 GJ0617'MILE, HERE TURN SHARP LEFT TO A LET-DOWN IN AN EAST-WEST FENCE.  PASS
 GJ0617'OVER FENCE AND GO SOUTHEAST ACROSS GRASS COVERED PLOT FOR ABOUT
 GJ0617'200.0 FEET TO THE TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 GJ0617'
 GJ0617'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0616 ***********************************************************************
 GJ0616  DESIGNATION -  DACOMA FARMERS MILL ELEV
 GJ0616  PID         -  GJ0616
 GJ0616  STATE/COUNTY-  OK/WOODS
 GJ0616  COUNTRY     -  US
 GJ0616  USGS QUAD   -  DACOMA (2018)
 GJ0616
 GJ0616                         *CURRENT SURVEY CONTROL
 GJ0616  ______________________________________________________________________
 GJ0616* NAD 83(1997) POSITION- 36 39 28.09539(N) 098 34 01.77013(W)   ADJUSTED
 GJ0616  ______________________________________________________________________
 GJ0616  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 GJ0616  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 GJ0616  HORZ ORDER      -  THIRD
 GJ0616
 GJ0616.The horizontal coordinates were established by classical geodetic methods
 GJ0616.and adjusted by the National Geodetic Survey in October 1998.
 GJ0616
 GJ0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0616.GEOID18 height accuracy estimate available here.
 GJ0616
 GJ0616.Click photographs - Photos may exist for this station.
 GJ0616
 GJ0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0616
 GJ0616. The following values were computed from the NAD 83(1997) position.
 GJ0616
 GJ0616;                    North         East     Units Scale Factor Converg.
 GJ0616;SPC OK N     -   184,090.717   549,292.161   MT  0.99998195   -0 20 04.9
 GJ0616;SPC OK N     -   603,970.96  1,802,136.03   sFT  0.99998195   -0 20 04.9
 GJ0616;UTM  14      - 4,056,999.822   538,684.549   MT  0.99961844   +0 15 30.3
 GJ0616
 GJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3868456999(NAD 83)
 GJ0616
 GJ0616                          SUPERSEDED SURVEY CONTROL
 GJ0616
 GJ0616  NAD 83(1993)-  36 39 28.09562(N)    098 34 01.77042(W) AD(       ) 3
 GJ0616  NAD 83(1986)-  36 39 28.09986(N)    098 34 01.75826(W) AD(       ) 3
 GJ0616  NAD 27      -  36 39 27.99080(N)    098 34 00.46863(W) AD(       ) 3
 GJ0616
 GJ0616.Superseded values are not recommended for survey control.
 GJ0616
 GJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0616.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0616
 GJ0616_MARKER: 65 = GRAIN ELEVATOR
 GJ0616
 GJ0616  HISTORY     - Date     Condition        Report By
 GJ0616  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0616
 GJ0616                          STATION DESCRIPTION
 GJ0616
 GJ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0616'THE STATION IS LOCATED IN THE SOUTHWEST PART OF DACOMA JUST SOUTH OF
 GJ0616'THE ST. LOUIS AND SAN FRANSICO RAILROAD TRACKS.
 GJ0616'
 GJ0616'IT IS AN EIGHT TANK CONCRETE STRUCTURE, 55 FEET BY 80 FEET AT THE
 GJ0616'BASE AND HAS A SMALL HEADHOUSE AT THE NORTH AND CENTER OF THE TOP.
 GJ0616'IT HAS AN OVER-ALL HEIGHT OF 144 FEET AND THE POINT OBSERVED UPON
 GJ0616'WAS THE TOP AND CENTER OF THE ELEVATOR PROPER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1001 ***********************************************************************
 EK1001  DESIGNATION -  DAISY
 EK1001  PID         -  EK1001
 EK1001  STATE/COUNTY-  OK/PUSHMATAHA
 EK1001  COUNTRY     -  US
 EK1001  USGS QUAD   -  DAISY (2019)
 EK1001
 EK1001                         *CURRENT SURVEY CONTROL
 EK1001  ______________________________________________________________________
 EK1001* NAD 83(1993) POSITION- 34 30 19.15516(N) 095 44 42.14214(W)   ADJUSTED
 EK1001* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 EK1001  ______________________________________________________________________
 EK1001  GEOID HEIGHT    -        -30.160 (meters)                     GEOID18
 EK1001  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 EK1001  HORZ ORDER      -  FIRST
 EK1001
 EK1001.The horizontal coordinates were established by classical geodetic methods
 EK1001.and adjusted by the National Geodetic Survey in November 1994.
 EK1001
 EK1001.The orthometric height was scaled from a topographic map.
 EK1001
 EK1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1001.GEOID18 height accuracy estimate available here.
 EK1001
 EK1001.Click photographs - Photos may exist for this station.
 EK1001
 EK1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1001
 EK1001. The following values were computed from the NAD 83(1993) position.
 EK1001
 EK1001;                    North         East     Units Scale Factor Converg.
 EK1001;SPC OK S     -   132,313.371   807,052.081   MT  0.99993689   +1 16 47.8
 EK1001;SPC OK S     -   434,098.12  2,647,803.37   sFT  0.99993689   +1 16 47.8
 EK1001;UTM  15      - 3,821,608.788   247,977.666   MT  1.00038296   -1 33 21.0
 EK1001
 EK1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1001!SPC OK S     -   0.99995684  x   0.99993689  =   0.99989373
 EK1001!UTM  15      -   0.99995684  x   1.00038296  =   1.00033979
 EK1001
 EK1001:                Primary Azimuth Mark                     Grid Az
 EK1001:SPC OK S     -  DAISY AZ MK                              319 09 24.1
 EK1001:UTM  15      -  DAISY AZ MK                              321 59 32.9
 EK1001
 EK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4797721608(NAD 83)
 EK1001
 EK1001|---------------------------------------------------------------------|
 EK1001| PID    Reference Object                     Distance      Geod. Az  |
 EK1001|                                                           dddmmss.s |
 EK1001| CX9401 DAISY RM 1                           17.438 METERS 00131     |
 EK1001| CX9402 DAISY RM 2                           17.136 METERS 07200     |
 EK1001| CX9400 DAISY AZ MK                                        3202611.9 |
 EK1001|---------------------------------------------------------------------|
 EK1001
 EK1001                          SUPERSEDED SURVEY CONTROL
 EK1001
 EK1001  NAD 83(1986)-  34 30 19.16149(N)    095 44 42.13663(W) AD(       ) 1
 EK1001  NAD 27      -  34 30 18.80800(N)    095 44 41.20700(W) AD(       ) 1
 EK1001
 EK1001.Superseded values are not recommended for survey control.
 EK1001
 EK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1001.See file dsdata.pdf to determine how the superseded data were derived.
 EK1001
 EK1001_MARKER: DS = TRIANGULATION STATION DISK
 EK1001_SETTING: 80 = SET IN A BOULDER
 EK1001_STAMPING: DAISY 1935
 EK1001_MARK LOGO: CGS
 EK1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1001+STABILITY: SURFACE MOTION
 EK1001
 EK1001  HISTORY     - Date     Condition        Report By
 EK1001  HISTORY     - 1935     MONUMENTED       CGS
 EK1001
 EK1001                          STATION DESCRIPTION
 EK1001
 EK1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK1001'STATION IS ABOUT 2 MILES S OF DAISY, APPROXIMATELY ON THE
 EK1001'PUSHMATAHA-ATOKA COUNTY LINE.  (THE LOCATION OF THE COUNTY
 EK1001'LINE COULD NOT BE DEFINITELY DETERMINED.)
 EK1001'
 EK1001'THE STATION MARK IS NEAR THE NW CORNER OF SEC. 4, T 1 S, R 15 E,
 EK1001'ON LAND OF UNDETERMINED OWNERSHIP.  IT IS ON A SMALL KNOB
 EK1001'ON THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY.  23 FEET
 EK1001'NE OF A 12-INCH JACKOAK WITH A TRIANGLE BLAZE WHICH IS ON
 EK1001'THE HIGHEST POINT ON THE KNOB.  17 FEET SE OF A 6-INCH JACKOAK
 EK1001'WITH A TRIANGLE BLAZE.  40 FEET NNW OF A 5-INCH JACKOAK WITH
 EK1001'A TRIANGLE BLAZE.  AND 53 FEET N OF A 12-INCH PINE WITH A
 EK1001'TRIANGLE BLAZE.
 EK1001'
 EK1001'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 EK1001'IN A BOULDER.
 EK1001'
 EK1001'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A ROCK
 EK1001'LEDGE OUTCROP.  IT IS N OF THE STATION.  65.46 FEET NW OF
 EK1001'REFERENCE MARK NO. 2.
 EK1001'
 EK1001'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 EK1001'ROCK LEDGE OUTCROP.  IT IS E OF THE STATION.
 EK1001'
 EK1001'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 EK1001'THE FIRST ROCK LEDGE OUTCROP, WHICH IS ABOUT 1/4 OF THE WAY
 EK1001'UP THE SLOPE OF THE OPPOSITE HILL, AND IS NW OF THE STATION.
 EK1001'THE MARK IS ABOUT 0.3 MILE WNW OF MR. J.R. HARDINS FARM
 EK1001'BUILDINGS.  A SMALL ROCK CAIRN WAS BUILT BEHIND THE MARK.
 EK1001'
 EK1001'TO REACH FROM STRINGTOWN, GO E ON THE DAISY ROAD 17.5 MILES
 EK1001'FROM THE RAILROAD CROSSING TO A POINT WHERE THE ROAD TURNS
 EK1001'N AND ANOTHER ROAD LEADS E.  GO E ON THIS ROAD, FOLLOWING
 EK1001'THE MAIN-TRAVELLED ROAD AT ALL FORKS (EXCEPT THE FIRST, AT WHICH
 EK1001'POINT CONTINUE E, INSTEAD OF FORKING SE) 3.5 MILES TO A GROUP
 EK1001'OF FARM BUILDINGS WHICH BELONG TO MR. HARDIN.  FROM HERE A
 EK1001'TRAIL LEADS IN A GENERAL SOUTHEASTERLY DIRECTION TO THE TOP
 EK1001'OF THE HILL AND THE STATION.  THE STATION IS ABOUT 3/4 MILE
 EK1001'DIRECT, OR 1.5 MILES BY THE TRAIL FROM MR. HARDINS FARM.
 EK1001'TRUCK MUST BE LEFT AT THE FARMHOUSE.  MR. HARDIN CAN GIVE
 EK1001'DIRECTION FOR REACHING STATION AND AZIMUTH MARK.
 EK1001'
 EK1001'ALL LIGHTS COME INTO VIEW 37 FEET ABOVE THIS STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1029 ***********************************************************************
 GH1029  DESIGNATION -  DALE
 GH1029  PID         -  GH1029
 GH1029  STATE/COUNTY-  OK/KAY
 GH1029  COUNTRY     -  US
 GH1029  USGS QUAD   -  KAW CITY NW (2018)
 GH1029
 GH1029                         *CURRENT SURVEY CONTROL
 GH1029  ______________________________________________________________________
 GH1029* NAD 83(1997) POSITION- 36 53 11.81217(N) 096 59 44.47079(W)   ADJUSTED
 GH1029* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 GH1029  ______________________________________________________________________
 GH1029  GEOID HEIGHT    -        -29.035 (meters)                     GEOID18
 GH1029  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 GH1029  HORZ ORDER      -  SECOND
 GH1029
 GH1029.The horizontal coordinates were established by classical geodetic methods
 GH1029.and adjusted by the National Geodetic Survey in October 1998.
 GH1029
 GH1029.The orthometric height was scaled from a topographic map.
 GH1029
 GH1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1029.GEOID18 height accuracy estimate available here.
 GH1029
 GH1029.Click photographs - Photos may exist for this station.
 GH1029
 GH1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1029
 GH1029. The following values were computed from the NAD 83(1997) position.
 GH1029
 GH1029;                    North         East     Units Scale Factor Converg.
 GH1029;SPC OK N     -   209,797.557   689,528.763   MT  1.00002409   +0 35 33.7
 GH1029;SPC OK N     -   688,310.82  2,262,228.95   sFT  1.00002409   +0 35 33.7
 GH1029;UTM  14      - 4,084,169.877   678,610.677   MT  0.99999302   +1 12 12.1
 GH1029
 GH1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1029!SPC OK N     -   0.99994930  x   1.00002409  =   0.99997339
 GH1029!UTM  14      -   0.99994930  x   0.99999302  =   0.99994232
 GH1029
 GH1029:                Primary Azimuth Mark                     Grid Az
 GH1029:SPC OK N     -  DALE AZ MK                               132 43 33.3
 GH1029:UTM  14      -  DALE AZ MK                               132 06 54.9
 GH1029
 GH1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7861084169(NAD 83)
 GH1029
 GH1029|---------------------------------------------------------------------|
 GH1029| PID    Reference Object                     Distance      Geod. Az  |
 GH1029|                                                           dddmmss.s |
 GH1029| GH1022 BEAVER TWP ATT MICROWAVE TOWER      APPROX.15.0 KM 0494553.3 |
 GH1029| CI0698 DALE AZ MK                                         1331907.0 |
 GH1029| CI0699 DALE RM 1                             6.001 METERS 17121     |
 GH1029| CI0700 DALE RM 2                            15.899 METERS 24644     |
 GH1029|---------------------------------------------------------------------|
 GH1029
 GH1029                          SUPERSEDED SURVEY CONTROL
 GH1029
 GH1029  NAD 83(1993)-  36 53 11.81239(N)    096 59 44.46920(W) AD(       ) 2
 GH1029  NAD 83(1986)-  36 53 11.82424(N)    096 59 44.46032(W) AD(       ) 2
 GH1029  NAD 27      -  36 53 11.70622(N)    096 59 43.32901(W) AD(       ) 2
 GH1029
 GH1029.Superseded values are not recommended for survey control.
 GH1029
 GH1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1029.See file dsdata.pdf to determine how the superseded data were derived.
 GH1029
 GH1029_MARKER: DS = TRIANGULATION STATION DISK
 GH1029_SETTING: 66 = SET IN ROCK OUTCROP
 GH1029_STAMPING: DALE 1958
 GH1029_MARK LOGO: CGS
 GH1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1029+STABILITY: POSITION/ELEVATION WELL
 GH1029
 GH1029  HISTORY     - Date     Condition        Report By
 GH1029  HISTORY     - 1958     MONUMENTED       CGS
 GH1029
 GH1029                          STATION DESCRIPTION
 GH1029
 GH1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH1029'STATION IS ABOUT 3 MILES EAST OF NEWKIRK, ON THE RIGHT-OF-WAY
 GH1029'OF A NORTH-SOUTH SECTION LINE ROAD, ON THE HIGHEST POINT OF A
 GH1029'PROMINENT KNOLL AND IN SECTION 21, T 28 N, R 3 E.
 GH1029'
 GH1029'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE COURT HOUSE
 GH1029'SQUARE IN NEWKIRK BY GOING EAST ON A PAVED ROAD FOR 3.1 MILES TO
 GH1029'A CROSSROADS, (AZIMUTH MARK IS 0.25 MILE EAST OF THIS POINT)
 GH1029'TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 0.25 MILE TO THE
 GH1029'HIGHEST POINT AND THE STATION ON THE RIGHT.
 GH1029'
 GH1029'STATION MARK IS A STANDARD DISK, STAMPED DALE 1958, CEMENTED
 GH1029'IN A DRILL HOLE IN A 5 FT X 5 FT ROCK OUTCROP PROJECTING 4 INCHES.
 GH1029'IT IS 27 FEET EAST OF THE CENTER OF THE ROAD, 26 FEET SOUTH OF
 GH1029'A TELEPHONE POLE AND 4 FEET WEST OF AN EAST, NORTH-SOUTH
 GH1029'RIGHT-OF-WAY FENCE.  NO WITNESS POST WAS SET.
 GH1029'
 GH1029'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DALE NO 1 1958,
 GH1029'CEMENTED IN A DRILL HOLE IN A 2 FT X 4 FT ROCK OUTCROP PROJECTING
 GH1029'2 FEET TO THE WEST AND FLUSH TO THE SOUTH.  IT IS 45 FEET SOUTH OF
 GH1029'THE TELEPHONE POLE, 30 FEET EAST OF THE CENTER OF THE ROAD AND 1
 GH1029'FOOT WEST OF AN EAST, NORTH-SOUTH RIGHT-OF-WAY FENCE.
 GH1029'
 GH1029'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DALE NO 2 1958,
 GH1029'CEMENTED IN A DRILL HOLE IN A 5 FT X 5 FT ROCK OUTCROP THAT PROJECTS
 GH1029'2 FEET TO THE EAST AND FLUSH TO THE WEST.  IT IS 69 FEET SOUTHWEST
 GH1029'OF THE TELEPHONE POLE, 23 FEET WEST OF THE CENTER OF THE ROAD
 GH1029'AND 14 FEET EAST OF A WEST, NORTH-SOUTH RIGHT-OF-WAY FENCE.
 GH1029'
 GH1029'AZIMUTH MARK IS A STANDARD DISK, STAMPED DALE 1958, SET IN A
 GH1029'11-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 41 FEET
 GH1029'EAST OF A TELEPHONE POLE, 33 FEET NORTH OF THE CENTER OF THE
 GH1029'PAVED ROAD AND 3 FEET SOUTH OF A PROPERTY LINE AND RIGHT-OF-WAY
 GH1029'FENCE CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 GH1029'EAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0896 ***********************************************************************
 FJ0896  DESIGNATION -  DALE BASE A
 FJ0896  PID         -  FJ0896
 FJ0896  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0896  COUNTRY     -  US
 FJ0896  USGS QUAD   -  MCLOUD (2018)
 FJ0896
 FJ0896                         *CURRENT SURVEY CONTROL
 FJ0896  ______________________________________________________________________
 FJ0896* NAD 83(1993) POSITION- 35 23 19.31742(N) 097 02 29.64325(W)   ADJUSTED
 FJ0896* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 FJ0896  ______________________________________________________________________
 FJ0896  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 FJ0896  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 FJ0896  HORZ ORDER      -  SECOND
 FJ0896
 FJ0896.The horizontal coordinates were established by classical geodetic methods
 FJ0896.and adjusted by the National Geodetic Survey in November 1994.
 FJ0896
 FJ0896.The orthometric height was scaled from a topographic map.
 FJ0896
 FJ0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0896.GEOID18 height accuracy estimate available here.
 FJ0896
 FJ0896.Click photographs - Photos may exist for this station.
 FJ0896
 FJ0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0896
 FJ0896. The following values were computed from the NAD 83(1993) position.
 FJ0896
 FJ0896;                    North         East     Units Scale Factor Converg.
 FJ0896;SPC OK S     -   228,412.287   687,079.468   MT  1.00003440   +0 32 38.5
 FJ0896;SPC OK S     -   749,382.64  2,254,193.22   sFT  1.00003440   +0 32 38.5
 FJ0896;UTM  14      - 3,917,910.615   677,872.488   MT  0.99998991   +1 08 04.1
 FJ0896
 FJ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0896!SPC OK S     -   0.99995480  x   1.00003440  =   0.99998920
 FJ0896!UTM  14      -   0.99995480  x   0.99998991  =   0.99994471
 FJ0896
 FJ0896:                Primary Azimuth Mark                     Grid Az
 FJ0896:SPC OK S     -  DALE SE BASE                             132 38 03.6
 FJ0896:UTM  14      -  DALE SE BASE                             132 02 38.0
 FJ0896
 FJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7787217910(NAD 83)
 FJ0896
 FJ0896|---------------------------------------------------------------------|
 FJ0896| PID    Reference Object                     Distance      Geod. Az  |
 FJ0896|                                                           dddmmss.s |
 FJ0896| FJ0903 DALE SE BASE                        APPROX. 2.9 KM 1331042.1 |
 FJ0896|---------------------------------------------------------------------|
 FJ0896
 FJ0896                          SUPERSEDED SURVEY CONTROL
 FJ0896
 FJ0896  NAD 83(1986)-  35 23 19.32329(N)    097 02 29.62523(W) AD(       ) 2
 FJ0896  NAD 27      -  35 23 19.07940(N)    097 02 28.53561(W) AD(       ) 2
 FJ0896
 FJ0896.Superseded values are not recommended for survey control.
 FJ0896
 FJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0896.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0896
 FJ0896_MARKER: DS = TRIANGULATION STATION DISK
 FJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0896_STAMPING: DALE BASE A 1955
 FJ0896_MARK LOGO: CGS
 FJ0896_PROJECTION: FLUSH
 FJ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0896+STABILITY: SURFACE MOTION
 FJ0896
 FJ0896  HISTORY     - Date     Condition        Report By
 FJ0896  HISTORY     - 1955     MONUMENTED       CGS
 FJ0896
 FJ0896                          STATION DESCRIPTION
 FJ0896
 FJ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0896'THE STATION IS NEAR THE CENTER OF THE NE 1/4 OF SEC. 36 T. 11
 FJ0896'N. R. 2 E., ON THE TANGENTS OF THE SOUTHWEST RAIL OF THE
 FJ0896'ROCK ISLAND RAILROAD AND ON THE RAILROAD RIGHT-OF-WAY AT
 FJ0896'THE SOUTHEAST EDGE OF DALE.
 FJ0896'
 FJ0896'TO REACH FROM DALE POST OFFICE, GO SOUTH FOR 0.05 MILE,
 FJ0896'TURN LEFT EAST FOR 0.2 MILE, TURN RIGHT SOUTH FOR 0.1 MILE
 FJ0896'TO THE STATION.
 FJ0896'
 FJ0896'THE STATION MARK, 38 FEET EAST OF THE SOUTHEAST CORNER OF
 FJ0896'THE SECTION HOUSE, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 FJ0896'OF THE RAILROAD AND 15 FEET NORTH OF A TELEPHONE POLE.  THE
 FJ0896'MARK IS LEVEL WITH THE GROUND SURFACE, AND THE DISK IS STAMPED
 FJ0896'DALE BASE A 1955.
 FJ0896'
 FJ0896'NO AZIMUTH OR REFERENCE MARKS SET.
 FJ0896'
 FJ0896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0897 ***********************************************************************
 FJ0897  DESIGNATION -  DALE NW BASE
 FJ0897  PID         -  FJ0897
 FJ0897  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0897  COUNTRY     -  US
 FJ0897  USGS QUAD   -  MCLOUD (2018)
 FJ0897
 FJ0897                         *CURRENT SURVEY CONTROL
 FJ0897  ______________________________________________________________________
 FJ0897* NAD 83(1993) POSITION- 35 25 55.46379(N) 097 04 41.88004(W)   ADJUSTED
 FJ0897* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 FJ0897  ______________________________________________________________________
 FJ0897  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 FJ0897  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 FJ0897  HORZ ORDER      -  FIRST
 FJ0897
 FJ0897.The horizontal coordinates were established by classical geodetic methods
 FJ0897.and adjusted by the National Geodetic Survey in November 1994.
 FJ0897
 FJ0897.The orthometric height was scaled from a topographic map.
 FJ0897
 FJ0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0897.GEOID18 height accuracy estimate available here.
 FJ0897
 FJ0897.Click photographs - Photos may exist for this station.
 FJ0897
 FJ0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0897
 FJ0897. The following values were computed from the NAD 83(1993) position.
 FJ0897
 FJ0897;                    North         East     Units Scale Factor Converg.
 FJ0897;SPC OK S     -   233,193.459   683,698.253   MT  1.00004532   +0 31 23.4
 FJ0897;SPC OK S     -   765,068.87  2,243,100.02   sFT  1.00004532   +0 31 23.4
 FJ0897;UTM  14      - 3,922,656.395   674,442.347   MT  0.99997501   +1 06 51.7
 FJ0897
 FJ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0897!SPC OK S     -   0.99995387  x   1.00004532  =   0.99999919
 FJ0897!UTM  14      -   0.99995387  x   0.99997501  =   0.99992888
 FJ0897
 FJ0897:                Primary Azimuth Mark                     Grid Az
 FJ0897:SPC OK S     -  DALE NW BASE AZ MK                       135 46 45.4
 FJ0897:UTM  14      -  DALE NW BASE AZ MK                       135 11 17.1
 FJ0897
 FJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7444222656(NAD 83)
 FJ0897
 FJ0897|---------------------------------------------------------------------|
 FJ0897| PID    Reference Object                     Distance      Geod. Az  |
 FJ0897|                                                           dddmmss.s |
 FJ0897| CL5000 DALE NW BASE RM 1                    25.218 METERS 06424     |
 FJ0897| CL4999 DALE NW BASE AZ MK                                 1361808.8 |
 FJ0897| FJ0895 MC LOUD MUNICIPAL TANK              APPROX. 1.3 KM 2950426.2 |
 FJ0897| CL5001 DALE NW BASE RM 2                    54.779 METERS 30340     |
 FJ0897| FJ0911 HARRAH ST TERESA CATH CH CROSS      APPROX. 9.6 KM 3065402.9 |
 FJ0897|---------------------------------------------------------------------|
 FJ0897
 FJ0897                          SUPERSEDED SURVEY CONTROL
 FJ0897
 FJ0897  NAD 83(1986)-  35 25 55.46975(N)    097 04 41.86195(W) AD(       ) 1
 FJ0897  NAD 27      -  35 25 55.22947(N)    097 04 40.76330(W) AD(       ) 1
 FJ0897
 FJ0897.Superseded values are not recommended for survey control.
 FJ0897
 FJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0897.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0897
 FJ0897_MARKER: DS = TRIANGULATION STATION DISK
 FJ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0897_STAMPING: DALE NW BASE 1955
 FJ0897_MARK LOGO: CGS
 FJ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0897+STABILITY: SURFACE MOTION
 FJ0897
 FJ0897  HISTORY     - Date     Condition        Report By
 FJ0897  HISTORY     - 1955     MONUMENTED       CGS
 FJ0897
 FJ0897                          STATION DESCRIPTION
 FJ0897
 FJ0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0897'THE STATION IS LOCATED ABOUT 3/4 MILE EAST-SOUTHEAST OF
 FJ0897'MC LOUD, IN THE NORTHEAST 1/4 OF SECTION 15, T. 11 N., R. 2 E.,
 FJ0897'AND ON PROPERTY OWNED BY MR. L.O. BIZZLE.
 FJ0897'
 FJ0897'REACHED FROM THE POST OFFICE IN MC LOUD BY GOING EAST ON
 FJ0897'U.S. HIGHWAY 270 FOR 0.45 MILE TO A DIAGONAL CROSSROAD, *BEAR
 FJ0897'LEFT, EASTERLY, AND GO 0.15 MILE TO A GATE, PASS THROUGH
 FJ0897'GATE AND CONTINUE EASTERLY ON A TRACK ROAD FOR 0.25 MILE
 FJ0897'TO A FENCE CORNER-POST, TURN RIGHT, SOUTHERLY, AND GO 0.15
 FJ0897'MILE TO THE STATION.
 FJ0897'
 FJ0897'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EASTERLY
 FJ0897'ON HIGHWAY 270 FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 FJ0897'CROSSING THE RAILROAD TRACKS, AND GO NORTH ACROSS A FIELD
 FJ0897'FOR 0.1 MILE TO THE NORTH EDGE OF THE FIELD, TURN RIGHT
 FJ0897'AND FOLLOW ALONG THE NORTH EDGE OF THE FIELD FOR 0.1 MILE
 FJ0897'TO THE AZIMUTH MARK.
 FJ0897'
 FJ0897'THE STATION MARK IS 25 FEET LOWER AND ON TANGENT OF THE
 FJ0897'SOUTHEAST RAIL OF THE RAILROAD TRACK, 46 FEET NORTH OF THE
 FJ0897'NORTH RAIL OF THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILWAY,
 FJ0897'26 FEET NORTHWEST OF A FENCE CORNER-POST, 22 FEET WEST OF
 FJ0897'A FENCE, 14 FEET NORTH OF A FENCE AND WITNESS POST, AND
 FJ0897'PROJECTS 2 INCHES.  THE DISK IS STAMPED DALE N.W. BASE 1955.
 FJ0897'
 FJ0897'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF A FENCE CORNER-POST,
 FJ0897'1 FOOT NORTHWEST OF A FENCE, AND PROJECTS 7 INCHES.  THE
 FJ0897'DISK IS STAMPED DALE N.W. BASE NO 1 1955.
 FJ0897'
 FJ0897'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE NORTH RAIL,
 FJ0897'1 FOOT NORTH OF A FENCE, AND PROJECTS 6 INCHES.  THE DISK
 FJ0897'IS STAMPED DALE N.W. BASE NO 2 1955.
 FJ0897'
 FJ0897'THE AZIMUTH MARK IS 92 YARDS NORTH OF THE NORTH RAIL OF
 FJ0897'THE RAILROAD TRACK, 1 FOOT WEST OF A WITNESS POST, AND PROJECTS
 FJ0897'5 INCHES.  THE DISK IS STAMPED DALE N.W. BASE 1955.
 FJ0897'
 FJ0897'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0903 ***********************************************************************
 FJ0903  DESIGNATION -  DALE SE BASE
 FJ0903  PID         -  FJ0903
 FJ0903  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0903  COUNTRY     -  US
 FJ0903  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0903
 FJ0903                         *CURRENT SURVEY CONTROL
 FJ0903  ______________________________________________________________________
 FJ0903* NAD 83(1993) POSITION- 35 22 15.23375(N) 097 01 06.27437(W)   ADJUSTED
 FJ0903* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 FJ0903  ______________________________________________________________________
 FJ0903  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 FJ0903  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FJ0903  HORZ ORDER      -  FIRST
 FJ0903
 FJ0903.The horizontal coordinates were established by classical geodetic methods
 FJ0903.and adjusted by the National Geodetic Survey in November 1994.
 FJ0903
 FJ0903.The orthometric height was scaled from a topographic map.
 FJ0903
 FJ0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0903.GEOID18 height accuracy estimate available here.
 FJ0903
 FJ0903.Click photographs - Photos may exist for this station.
 FJ0903
 FJ0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0903
 FJ0903. The following values were computed from the NAD 83(1993) position.
 FJ0903
 FJ0903;                    North         East     Units Scale Factor Converg.
 FJ0903;SPC OK S     -   226,457.556   689,202.657   MT  1.00003008   +0 33 25.8
 FJ0903;SPC OK S     -   742,969.50  2,261,159.05   sFT  1.00003008   +0 33 25.8
 FJ0903;UTM  14      - 3,915,977.937   680,015.623   MT  0.99999937   +1 08 50.6
 FJ0903
 FJ0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0903!SPC OK S     -   0.99995574  x   1.00003008  =   0.99998582
 FJ0903!UTM  14      -   0.99995574  x   0.99999937  =   0.99995511
 FJ0903
 FJ0903:                Primary Azimuth Mark                     Grid Az
 FJ0903:SPC OK S     -  DALE SE BASE AZ MK                       359 32 47.2
 FJ0903:UTM  14      -  DALE SE BASE AZ MK                       358 57 22.4
 FJ0903
 FJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8001515977(NAD 83)
 FJ0903
 FJ0903|---------------------------------------------------------------------|
 FJ0903| PID    Reference Object                     Distance      Geod. Az  |
 FJ0903|                                                           dddmmss.s |
 FJ0903| CL5002 DALE SE BASE AZ MK                                 0000613.0 |
 FJ0903| CL5003 DALE SE BASE RM 1                    25.413 METERS 01008     |
 FJ0903| FJ1246 SHAWNEE MUNICIPAL TANK              APPROX. 8.4 KM 1023424.6 |
 FJ0903| FJ0902 TT 11 EV                             28.583 METERS 21854     |
 FJ0903| CL5004 DALE SE BASE RM 2                    22.873 METERS 30702     |
 FJ0903| FJ0895 MC LOUD MUNICIPAL TANK              APPROX. 9.9 KM 3180007.3 |
 FJ0903|---------------------------------------------------------------------|
 FJ0903
 FJ0903                          SUPERSEDED SURVEY CONTROL
 FJ0903
 FJ0903  NAD 83(1986)-  35 22 15.23949(N)    097 01 06.25626(W) AD(       ) 1
 FJ0903  NAD 27      -  35 22 14.99036(N)    097 01 05.16729(W) AD(       ) 1
 FJ0903
 FJ0903.Superseded values are not recommended for survey control.
 FJ0903
 FJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0903.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0903
 FJ0903_MARKER: DS = TRIANGULATION STATION DISK
 FJ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0903_STAMPING: DALE SE BASE 1955
 FJ0903_MARK LOGO: CGS
 FJ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0903+STABILITY: SURFACE MOTION
 FJ0903
 FJ0903  HISTORY     - Date     Condition        Report By
 FJ0903  HISTORY     - 1955     MONUMENTED       CGS
 FJ0903
 FJ0903                          STATION DESCRIPTION
 FJ0903
 FJ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0903'THE STATION IS ABOUT 6 MILES NORTHWEST OF SHAWNEE, 2 MILES
 FJ0903'SOUTHEAST OF DALE, NEAR THE EAST SIDE OF THE NORTHWEST 1/4
 FJ0903'OF SEC. 6, T. 10 N., R. 3 E., ON THE PROPERTY OF MR. ROY GENTRY.
 FJ0903'
 FJ0903'TO REACH FROM THE POST OFFICE IN DALE, GO NORTH 0.05 MILE
 FJ0903'TO AN INTERSECTION, TURN RIGHT, GO EAST 0.1 MILE TO AN INTERSECTION
 FJ0903'OF U.S. HIGHWAY 270, GO SOUTHEASTERLY ON U.S. HIGHWAY 270
 FJ0903'FOR 1.55 MILES TO A CROSSROAD, TURN RIGHT, GO SOUTH ON A
 FJ0903'GRADED ROAD 0.8 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 FJ0903'ON THE RIGHT, CONTINUE STRAIGHT AHEAD SOUTH FOR 0.35 MILE
 FJ0903'TO A RAILROAD CROSSING AND THE STATION SITE ON THE RIGHT.
 FJ0903'
 FJ0903'THE STATION MARK, 36 FEET NORTHWEST OF A FENCE CORNER, 33
 FJ0903'FEET NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD TRACK,
 FJ0903'20 FEET SOUTHWEST OF A WHITE POST, PROJECTS 4 INCHES AND
 FJ0903'THE DISK IS STAMPED DALE SE BASE 1955.
 FJ0903'
 FJ0903'REFERENCE MARK NO. 1, NORTH OF THE STATION, 23 FEET WEST
 FJ0903'OF THE CENTER OF A ROAD, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY
 FJ0903'FENCE LINE, PROJECTS 4 INCHES AND THE DISK IS STAMPED DALE
 FJ0903'SE BASE NO 1 1955.
 FJ0903'
 FJ0903'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, 47 FEET
 FJ0903'NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD TRACK, 1 FOOT
 FJ0903'NORTHEAST OF A FENCE LINE, PROJECTS 3 INCHES AND THE DISK
 FJ0903'IS STAMPED DALE SE BASE NO 2 1955.
 FJ0903'
 FJ0903'USGS BENCH MARK, SOUTHWEST OF THE STATION, 55 FEET WEST
 FJ0903'OF THE SOUTHWEST RAIL OF A RAILROAD TRACK, 5 FEET WEST OF
 FJ0903'A TELEPHONE POLE, PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FJ0903'1955 1013 TT 11 EV.
 FJ0903'
 FJ0903'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILE NORTH OF THE STATION,
 FJ0903'NEAR THE SOUTHWEST ANGLE OF A CROSSROAD, 16 FEET WEST OF
 FJ0903'THE CENTER OF A NORTH-SOUTH ROAD, 14 FEET SOUTHEAST OF A
 FJ0903'POWER LINE POLE, 6 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 FJ0903'LINE, PROJECTS 4 INCHES AND THE DISK IS STAMPED DALE SE
 FJ0903'BASE 1955.
 FJ0903'
 FJ0903'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0712 ***********************************************************************
 GJ0712  DESIGNATION -  DALY
 GJ0712  PID         -  GJ0712
 GJ0712  STATE/COUNTY-  OK/ELLIS
 GJ0712  COUNTRY     -  US
 GJ0712  USGS QUAD   -  ARNETT SW (2018)
 GJ0712
 GJ0712                         *CURRENT SURVEY CONTROL
 GJ0712  ______________________________________________________________________
 GJ0712* NAD 83(1993) POSITION- 36 01 08.05532(N) 099 59 08.33033(W)   ADJUSTED
 GJ0712* NAVD 88 ORTHO HEIGHT -   776.6   (meters)     2548.    (feet) VERTCON3
 GJ0712  ______________________________________________________________________
 GJ0712  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 GJ0712  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 GJ0712  HORZ ORDER      -  FIRST
 GJ0712  VERT ORDER      -  THIRD ? (See Below)
 GJ0712
 GJ0712.The horizontal coordinates were established by classical geodetic methods
 GJ0712.and adjusted by the National Geodetic Survey in November 1994.
 GJ0712
 GJ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0712
 GJ0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0712.GEOID18 height accuracy estimate available here.
 GJ0712
 GJ0712.The vertical order pertains to the NGVD 29 superseded value.
 GJ0712
 GJ0712.Click photographs - Photos may exist for this station.
 GJ0712
 GJ0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0712
 GJ0712. The following values were computed from the NAD 83(1993) position.
 GJ0712
 GJ0712;                    North         East     Units Scale Factor Converg.
 GJ0712;SPC OK N     -   114,880.286   421,031.104   MT  0.99994875   -1 10 18.6
 GJ0712;SPC OK N     -   376,903.07  1,381,332.88   sFT  0.99994875   -1 10 18.6
 GJ0712;SPC TX N     - 1,225,021.409   336,497.020   MT  0.99996578   +0 52 39.4
 GJ0712;SPC TX N     - 4,019,091.07  1,103,990.64   sFT  0.99996578   +0 52 39.4
 GJ0712;UTM  14      - 3,986,494.469   411,185.794   MT  0.99969719   -0 34 46.7
 GJ0712
 GJ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0712!SPC OK N     -   0.99988257  x   0.99994875  =   0.99983133
 GJ0712!SPC TX N     -   0.99988257  x   0.99996578  =   0.99984836
 GJ0712!UTM  14      -   0.99988257  x   0.99969719  =   0.99957980
 GJ0712
 GJ0712:                Primary Azimuth Mark                     Grid Az
 GJ0712:SPC OK N     -  DALY AZ MK                               163 31 18.6
 GJ0712:SPC TX N     -  DALY AZ MK                               161 28 20.6
 GJ0712:UTM  14      -  DALY AZ MK                               162 55 46.7
 GJ0712
 GJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1118586494(NAD 83)
 GJ0712
 GJ0712|---------------------------------------------------------------------|
 GJ0712| PID    Reference Object                     Distance      Geod. Az  |
 GJ0712|                                                           dddmmss.s |
 GJ0712| GJ0706 ARNETT MUNICIPAL WATER TANK         APPROX.23.4 KM 0563718.6 |
 GJ0712| CK8482 DALY RM 3                            80.668 METERS 11429     |
 GJ0712| CK8480 DALY RM 1                            83.510 METERS 11521     |
 GJ0712| CK8479 DALY AZ MK                                         1622100.0 |
 GJ0712| CK8481 DALY RM 2                            98.512 METERS 21016     |
 GJ0712| GK0985 HIGGINS MUNICIPAL WATER TANK        APPROX.11.4 KM 3415909.3 |
 GJ0712|---------------------------------------------------------------------|
 GJ0712
 GJ0712                          SUPERSEDED SURVEY CONTROL
 GJ0712
 GJ0712  NAD 83(1986)-  36 01 08.06214(N)    099 59 08.31834(W) AD(       ) 1
 GJ0712  NAD 27      -  36 01 07.90520(N)    099 59 06.88372(W) AD(       ) 1
 GJ0712
 GJ0712.Superseded values are not recommended for survey control.
 GJ0712
 GJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0712.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0712
 GJ0712_MARKER: DS = TRIANGULATION STATION DISK
 GJ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0712_STAMPING: DALY 1927
 GJ0712_MARK LOGO: CGS
 GJ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0712+STABILITY: SURFACE MOTION
 GJ0712
 GJ0712  HISTORY     - Date     Condition        Report By
 GJ0712  HISTORY     - 1927     MONUMENTED       CGS
 GJ0712  HISTORY     - 1963     GOOD             CGS
 GJ0712
 GJ0712                          STATION DESCRIPTION
 GJ0712
 GJ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0712'ABOUT 6-3/4 MI. S AND 2-3/4 MI. E OF HIGGINS, TEXAS, ABOUT
 GJ0712'1-1/8 MI. E OF THE OLD STATE LINE, ON A PROMINENT HIGH POINT
 GJ0712'IN A PASTURE WHICH SLOPES UP GRADUALLY FROM THE W AND DROPS
 GJ0712'OFF ABRUPTLY ON THE E SIDE.  PASTURE IS OWNED BY FELIX DALY
 GJ0712'AND IS ABOUT 1/4 MI. NE OF THE HOUSE OCCUPIED BY HOMER STUCKER.
 GJ0712'STATION IS ABOUT 100 M. (328 FT.) N OF A FENCE LINE, AND 200
 GJ0712'M. (656 FT.) E OF A SECTION-LINE ROAD.
 GJ0712'
 GJ0712'TO REACH FROM THE HIGGINS POST OFFICE, GO S FOR 0.6 MI., JOG
 GJ0712'W AND FOLLOW THE MAIN ROAD S AND E FOR 6 MI. TO THE OLD STATE
 GJ0712'LINE, GO S ON THE OLD STATE LINE ROAD FOR 1 MI., THENCE E
 GJ0712'FOR 1 MI., AND S FOR 3/4 MI. WHEN STATION WILL BE 200 M. (656 FT.)
 GJ0712'TO THE E.
 GJ0712'
 GJ0712'SURFACE, UNDERGROUND, AND REFERENCE MARKS, ARE STANDARD DISKS,
 GJ0712'SET IN CONCRETE.
 GJ0712'
 GJ0712'REFERENCE MARK 1 IS 83.51 M. (274.0 FT.) FROM THE STATION
 GJ0712'S 64 DEG 38 MIN E.
 GJ0712'
 GJ0712'REFERENCE MARK 2 IS 98.50 M. (323.2 FT.) FROM THE STATION.
 GJ0712'ELEVATION OF STATION IS 776.0 M.
 GJ0712'(2546 FT.).
 GJ0712
 GJ0712                          STATION RECOVERY (1963)
 GJ0712
 GJ0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0712'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  REFERENCE
 GJ0712'MARK 1 WAS RECOVERED BUT IS WAS IN SUCH POOR CONDITION IT
 GJ0712'COULD NOT BE USED.  A NEW REFERENCE MARK AND A AZIMUTH MARK WAS
 GJ0712'ESTABLISHED.
 GJ0712'
 GJ0712'THE STATION IS ABOUT 14 MILES SOUTHWEST OF ARNETT, 8 MILES
 GJ0712'SOUTHEAST OF HIGGINS, ON A PROMINENT HILL IN PASTURE LAND
 GJ0712'OWNED BY BEN DETRIXHE.
 GJ0712'
 GJ0712'TO REACH THE STATION FROM THE POST OFFICE IN HIGGINS, GO SOUTH
 GJ0712'ON PAVED ROAD FOR 5.45 MILES TO A FORK WHERE THE PAVED ROAD
 GJ0712'CURVES TO THE RIGHT, TAKE THE LEFT FORK, SOUTH, FOR 0.1 MILE
 GJ0712'TO A SIDE ROAD LEFT, TURN LEFT, EAST, FOR 0.7 MILE TO A
 GJ0712'SIDE ROAD RIGHT, TURN RIGHT, SOUTH, FOR 0.9 MILE TO A SIDE
 GJ0712'ROAD LEFT, TURN LEFT, EAST, FOR 0.95 MILE TO A SIDE ROAD RIGHT,
 GJ0712'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.25 MILE TO
 GJ0712'A DRIVEWAY LEADING TO A FARM HOUSE.  (TO REACH THE AZIMUTH
 GJ0712'MARK FROM THIS POINT, CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 GJ0712'0.8 MILE TO STATE HIGHWAY 46, TURN LEFT AND GO EAST ON THE
 GJ0712'HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN
 GJ0712'LEFT INTO DRIVEWAY AND GO EAST, PASSING THROUGH THE FARM
 GJ0712'YARD FOR 0.1 MILE, THEN BEAR RIGHT, SOUTH-SOUTHEAST FOR 0.35
 GJ0712'MILE TO THE HIGHEST POINT AND THE STATION.
 GJ0712'
 GJ0712'THE STATION MARK IS A STANDARD DISK, STAMPED DALY 1927, SET
 GJ0712'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 GJ0712'INCHES.  IT IS ABOUT 650 FEET NORTH OF THE CENTERLINE OF AN
 GJ0712'EAST-WEST GRAVELED ROAD AND ABOUT 330 FEET WEST OF A NORTH-SOUTH
 GJ0712'FENCE.
 GJ0712'
 GJ0712'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DALY NO 2 1927,
 GJ0712'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0712'2 INCHES.  IT IS 3 FEET NORTH OF AN EAST-WEST FENCE, 3 FEET
 GJ0712'NORTHWEST OF A METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN
 GJ0712'THE STATION.
 GJ0712'
 GJ0712'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DALY NO 3 1927,
 GJ0712'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0712'2 INCHES.  IT IS 90 FEET NORTH OF A FENCE CORNER POST, 1 FOOT WEST
 GJ0712'OF A NORTH-SOUTH FENCE AND 20.6 FEET LOWER THAN THE STATION.
 GJ0712'
 GJ0712'AZIMUTH MARK IS A STANDARD DISK, STAMPED DALY 1963, SET IN THE
 GJ0712'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 GJ0712'IS 35 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 46, 3.9
 GJ0712'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 2.6 FEET SOUTHEAST
 GJ0712'OF A FENCE CORNER POST AND 2 FEET WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0582 ***********************************************************************
 GJ0582  DESIGNATION -  DANE
 GJ0582  PID         -  GJ0582
 GJ0582  STATE/COUNTY-  OK/MAJOR
 GJ0582  COUNTRY     -  US
 GJ0582  USGS QUAD   -  CANTON NW (2018)
 GJ0582
 GJ0582                         *CURRENT SURVEY CONTROL
 GJ0582  ______________________________________________________________________
 GJ0582* NAD 83(1993) POSITION- 36 13 00.76613(N) 098 40 32.26207(W)   ADJUSTED
 GJ0582* NAVD 88 ORTHO HEIGHT -   543.    (meters)     1781.    (feet) SCALED
 GJ0582  ______________________________________________________________________
 GJ0582  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 GJ0582  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 GJ0582  HORZ ORDER      -  SECOND
 GJ0582
 GJ0582.The horizontal coordinates were established by classical geodetic methods
 GJ0582.and adjusted by the National Geodetic Survey in November 1994.
 GJ0582
 GJ0582.The orthometric height was scaled from a topographic map.
 GJ0582
 GJ0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0582.GEOID18 height accuracy estimate available here.
 GJ0582
 GJ0582.Click photographs - Photos may exist for this station.
 GJ0582
 GJ0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0582
 GJ0582. The following values were computed from the NAD 83(1993) position.
 GJ0582
 GJ0582;                    North         East     Units Scale Factor Converg.
 GJ0582;SPC OK N     -   135,227.822   539,253.873   MT  0.99994578   -0 23 55.4
 GJ0582;SPC OK N     -   443,659.95  1,769,202.08   sFT  0.99994578   -0 23 55.4
 GJ0582;UTM  14      - 4,008,052.755   529,154.636   MT  0.99961047   +0 11 30.0
 GJ0582
 GJ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0582!SPC OK N     -   0.99991908  x   0.99994578  =   0.99986487
 GJ0582!UTM  14      -   0.99991908  x   0.99961047  =   0.99952958
 GJ0582
 GJ0582:                Primary Azimuth Mark                     Grid Az
 GJ0582:SPC OK N     -  DANE AZ MK                               275 28 42.9
 GJ0582:UTM  14      -  DANE AZ MK                               274 53 17.5
 GJ0582
 GJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2915408052(NAD 83)
 GJ0582
 GJ0582|---------------------------------------------------------------------|
 GJ0582| PID    Reference Object                     Distance      Geod. Az  |
 GJ0582|                                                           dddmmss.s |
 GJ0582| CK8484 DANE RM 1                            18.082 METERS 04751     |
 GJ0582| CK8483 DANE AZ MK                                         2750447.5 |
 GJ0582| CK8485 DANE RM 2                            24.004 METERS 30031     |
 GJ0582|---------------------------------------------------------------------|
 GJ0582
 GJ0582                          SUPERSEDED SURVEY CONTROL
 GJ0582
 GJ0582  NAD 83(1986)-  36 13 00.77031(N)    098 40 32.24796(W) AD(       ) 2
 GJ0582  NAD 27      -  36 13 00.63720(N)    098 40 30.93801(W) AD(       ) 2
 GJ0582
 GJ0582.Superseded values are not recommended for survey control.
 GJ0582
 GJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0582.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0582
 GJ0582_MARKER: DS = TRIANGULATION STATION DISK
 GJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0582_STAMPING: DANE 1963
 GJ0582_MARK LOGO: CGS
 GJ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0582+STABILITY: SURFACE MOTION
 GJ0582
 GJ0582  HISTORY     - Date     Condition        Report By
 GJ0582  HISTORY     - 1963     MONUMENTED       CGS
 GJ0582
 GJ0582                          STATION DESCRIPTION
 GJ0582
 GJ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0582'THE STATION IS ABOUT 14 MILES EAST OF CHESTER, 6 MILES NORTH AND
 GJ0582'7-1/4 MILES WEST OF LONGDALE, 5-1/4 MILES WEST OF CEDAR SPRINGS AND
 GJ0582'ON THE SOUTH SIDE OF U. S. HIGHWAY 60.  IT IS ON THE HIGHEST POINT
 GJ0582'OF A SAND KNOLL IN PASTURE LAND OWNED BY MR. NEAL PARKER.
 GJ0582'
 GJ0582'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 60 AND 281
 GJ0582'IN CHESTER, GO EAST ON HIGHWAY 60 FOR 8.0 MILES TO THE ORION STORE
 GJ0582'ON THE LEFT, CONTINUE EAST ON HIGHWAY FOR 5.0 MILES TO CROSSROAD
 GJ0582'AND A CHURCH IN THE NORTHEAST ANGLE, CONTINUE EAST FOR 0.5 MILE TO
 GJ0582'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR
 GJ0582'0.3 MILE TO THE STATION ON THE RIGHT.
 GJ0582'
 GJ0582'THE STATION MARK IS A STANDARD DISK, STAMPED DANE 1963, SET IN THE
 GJ0582'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0582'38.3 FEET SOUTH OF A POWER LINE POLE, 39.0 FEET SOUTH OF AN
 GJ0582'EAST-WEST FENCE, 90.0 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY
 GJ0582'60 AND ABOUT 20 FEET HIGHER.
 GJ0582'
 GJ0582'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANE NO 1 1963, SET
 GJ0582'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0582'IT IS 53.0 FEET EAST OF THE POWER LINE POLE, 1.5 FEET NORTH OF AN
 GJ0582'EAST-WEST FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 50.5
 GJ0582'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 60 AND ABOUT 20 FEET
 GJ0582'HIGHER.  IT IS ABOUT 2 FOOT LOWER THAN THE STATION.
 GJ0582'
 GJ0582'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DANE NO 2 1963, SET IN
 GJ0582'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 GJ0582'IS 40.0 FEET WEST OF THE POWER LINE POLE, 1.5 FEET NORTH OF AN
 GJ0582'EAST-WEST FENCE, 71.6 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 60
 GJ0582'AND ABOUT 15 FEET HIGHER.  IT IS ABOUT 3 FOOT LOWER THAN THE
 GJ0582'STATION.
 GJ0582'
 GJ0582'AZIMUTH MARK IS A STANDARD DISK, STAMPED DANE 1963, SET IN THE TOP
 GJ0582'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 48.8
 GJ0582'FEET NORTH OF THE CENTERLINE OF HIGHWAY 60, 42.0 FEET EAST OF THE
 GJ0582'CENTERLINE OF A FIELD ENTRANCE ROAD, 32.6 FEET EAST OF AN EAST
 GJ0582'GATE POST, 1.0 FEET SOUTH OF AN EAST-WEST FENCE AND 3.3 FEET EAST
 GJ0582'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0767 ***********************************************************************
 GG0767  DESIGNATION -  DANIEL
 GG0767  PID         -  GG0767
 GG0767  STATE/COUNTY-  OK/ROGERS
 GG0767  COUNTRY     -  US
 GG0767  USGS QUAD   -  CHELSEA (2018)
 GG0767
 GG0767                         *CURRENT SURVEY CONTROL
 GG0767  ______________________________________________________________________
 GG0767* NAD 83(1993) POSITION- 36 30 31.95920(N) 095 27 30.71174(W)   ADJUSTED
 GG0767* NAVD 88 ORTHO HEIGHT -   270.8   (meters)      888.    (feet) VERTCON3
 GG0767  ______________________________________________________________________
 GG0767  GEOID HEIGHT    -        -29.263 (meters)                     GEOID18
 GG0767  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 GG0767  HORZ ORDER      -  SECOND
 GG0767
 GG0767.The horizontal coordinates were established by classical geodetic methods
 GG0767.and adjusted by the National Geodetic Survey in November 1994.
 GG0767
 GG0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0767
 GG0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0767.GEOID18 height accuracy estimate available here.
 GG0767
 GG0767.Click photographs - Photos may exist for this station.
 GG0767
 GG0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0767
 GG0767. The following values were computed from the NAD 83(1993) position.
 GG0767
 GG0767;                    North         East     Units Scale Factor Converg.
 GG0767;SPC OK N     -   170,396.250   827,632.609   MT  0.99996311   +1 29 59.4
 GG0767;SPC OK N     -   559,041.70  2,715,324.65   sFT  0.99996311   +1 29 59.4
 GG0767;UTM  15      - 4,043,204.149   279,830.830   MT  1.00019727   -1 27 47.8
 GG0767
 GG0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0767!SPC OK N     -   0.99996209  x   0.99996311  =   0.99992520
 GG0767!UTM  15      -   0.99996209  x   1.00019727  =   1.00015935
 GG0767
 GG0767:                Primary Azimuth Mark                     Grid Az
 GG0767:SPC OK N     -  SILVER WATER TANK                        025 20 11.2
 GG0767:UTM  15      -  SILVER WATER TANK                        028 17 58.4
 GG0767
 GG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7983043204(NAD 83)
 GG0767
 GG0767|---------------------------------------------------------------------|
 GG0767| PID    Reference Object                     Distance      Geod. Az  |
 GG0767|                                                           dddmmss.s |
 GG0767| CI3194 SILVER WATER TANK                                  0265010.6 |
 GG0767| CI0707 DANIEL RM 1                          14.565 METERS 21038     |
 GG0767| CI0708 DANIEL RM 2                          20.296 METERS 35557     |
 GG0767|---------------------------------------------------------------------|
 GG0767
 GG0767                          SUPERSEDED SURVEY CONTROL
 GG0767
 GG0767  NAD 83(1986)-  36 30 31.98225(N)    095 27 30.69484(W) AD(       ) 2
 GG0767  NAD 27      -  36 30 31.65324(N)    095 27 29.78136(W) AD(       ) 2
 GG0767  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 GG0767
 GG0767.Superseded values are not recommended for survey control.
 GG0767
 GG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0767.See file dsdata.pdf to determine how the superseded data were derived.
 GG0767
 GG0767_MARKER: DD = SURVEY DISK
 GG0767_SETTING: 66 = SET IN ROCK OUTCROP
 GG0767_STAMPING: ET DANIEL 1968
 GG0767_MARK LOGO: USGS
 GG0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0767+STABILITY: POSITION/ELEVATION WELL
 GG0767
 GG0767  HISTORY     - Date     Condition        Report By
 GG0767  HISTORY     - 1968     MONUMENTED       USGS
 GG0767
 GG0767                          STATION DESCRIPTION
 GG0767
 GG0767'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0767'THE STATION IS LOCATED ABOUT 1.5 MI S. AND 2.0 MI W. OF CHELSEA,
 GG0767'TS. 23 AND 24 N., R. 17 E., NEAR THE E. SIXTEENTH COR. SECS. 2
 GG0767'AND 35.  THE STATION IS ON TOP OF A HIGH PROMINENT HILL
 GG0767'APPROX. 0.5 MI W. OF HWY. 66.
 GG0767'
 GG0767'TO REACH THE STATION FROM THE JUNCTION OF HWY. 66 AND WILL
 GG0767'ROGERS AVE., AT CLAREMORE, GO NE. ALONG HWY. 66 FOR 16.6 MI
 GG0767'TO A T-RD. W., TURN LEFT (W.) AND GO 0.05 MI ACROSS RR. TRACKS,
 GG0767'TO A FIELD ENTRANCE AND GATE, GO THROUGH GATE AND GO 0.45 MI
 GG0767'ALONG WINDING RD. TO W. EDGE AND FOOT OF HILL, THENCE GO 0.1
 GG0767'MI TO TOP OF HILL AND STATION.
 GG0767'
 GG0767'THE STATION MARK IS 138 FT SE. OF A LONE SCRUB IN NNW. CORNER
 GG0767'HILLTOP, CEMENTED IN PLACE, IN A DRILL HOLE IN ROCK OUTCROP,
 GG0767'STAMPED ET DANIEL 1968.
 GG0767'
 GG0767'REFERENCE MARK NO. 1 IS SSW. OF THE STATION, 163 FT SSE. OF
 GG0767'LONE SCRUB, CEMENTED IN PLACE IN A DRILL HOLE IN ROCK OUTCROP,
 GG0767'STAMPED DANIEL NO 1 1968.
 GG0767'
 GG0767'REFERENCE MARK NO. 2 IS N. OF THE STATION, 89 FT ESE. OF LONE
 GG0767'SCRUB, CEMENTED IN PLACE IN A DRILL HOLE IN ROCK OUTCROP,
 GG0767'STAMPED DANIEL NO 2 1968.
 GG0767'
 GG0767'AZIMUTH MARK--NONE SET.
 GG0767'
 GG0767'REFERENCE AZIMUTH--WATER TANK W. EDGE CHELSEA, SILVER TANK,
 GG0767'GREEN TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9766 ***********************************************************************
 DR9766  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9766  DESIGNATION -  DARIN
 DR9766  PID         -  DR9766
 DR9766  STATE/COUNTY-  OK/MAYES
 DR9766  COUNTRY     -  US
 DR9766  USGS QUAD   -  PRYOR (2019)
 DR9766
 DR9766                         *CURRENT SURVEY CONTROL
 DR9766  ______________________________________________________________________
 DR9766* NAD 83(2011) POSITION- 36 18 26.17542(N) 095 22 19.07183(W)   ADJUSTED
 DR9766* NAD 83(2011) ELLIP HT-   157.525 (meters)        (01/29/24)   ADJUSTED
 DR9766* NAD 83(2011) EPOCH   -  2010.00
 DR9766* NAVD 88 ORTHO HEIGHT -   186.72  (meters)      612.6   (feet) GPS OBS
 DR9766  ______________________________________________________________________
 DR9766  GEOID HEIGHT    -        -29.186 (meters)                     GEOID18
 DR9766  NAD 83(2011) X  -   -481,775.529 (meters)                     COMP
 DR9766  NAD 83(2011) Y  - -5,123,409.278 (meters)                     COMP
 DR9766  NAD 83(2011) Z  -  3,755,814.799 (meters)                     COMP
 DR9766  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DR9766
 DR9766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9766  Standards:
 DR9766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9766  -------------------------------------------------------------------
 DR9766  NETWORK    0.30   1.18           0.13   0.11   0.60      0.09446937
 DR9766  -------------------------------------------------------------------
 DR9766  Click here for local accuracies and other accuracy information.
 DR9766
 DR9766.The horizontal coordinates were established by GPS observations
 DR9766.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9766
 DR9766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9766.been affixed to the stable North American tectonic plate. See 
 DR9766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9766
 DR9766.The horizontal coordinates are valid at the epoch date displayed above
 DR9766.which is a decimal equivalence of Year/Month/Day.
 DR9766
 DR9766.The orthometric height was determined by GPS observations and a
 DR9766.high-resolution geoid model using precise GPS observation and
 DR9766.processing techniques.
 DR9766
 DR9766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9766.GEOID18 height accuracy estimate available here.
 DR9766
 DR9766.Click photographs - Photos may exist for this station.
 DR9766
 DR9766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9766
 DR9766.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9766
 DR9766.The ellipsoidal height was determined by GPS observations
 DR9766.and is referenced to NAD 83.
 DR9766
 DR9766. The following values were computed from the NAD 83(2011) position.
 DR9766
 DR9766;                    North         East     Units Scale Factor Converg.
 DR9766;SPC OK N     -   148,240.284   835,989.761   MT  0.99994838   +1 33 03.3
 DR9766;SPC OK N     -   486,351.67  2,742,743.07   sFT  0.99994838   +1 33 03.3
 DR9766;UTM  15      - 4,020,641.217   287,034.534   MT  1.00015884   -1 24 18.0
 DR9766
 DR9766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9766!SPC OK N     -   0.99997528  x   0.99994838  =   0.99992366
 DR9766!UTM  15      -   0.99997528  x   1.00015884  =   1.00013411
 DR9766
 DR9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8703420641(NAD 83)
 DR9766
 DR9766                          SUPERSEDED SURVEY CONTROL
 DR9766
 DR9766.No superseded survey control is available for this station.
 DR9766
 DR9766_MARKER: DV = VERTICAL CONTROL DISK
 DR9766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9766_SP_SET: SET IN WEST END OF SOUTH HEADWAL
 DR9766_STAMPING: DARIN 2024
 DR9766_MARK LOGO: NONE
 DR9766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9766+STABILITY: SURFACE MOTION
 DR9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9766+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2024
 DR9766
 DR9766  HISTORY     - Date     Condition        Report By
 DR9766  HISTORY     - 20240102 MONUMENTED       OKDOT
 DR9766
 DR9766                          STATION DESCRIPTION
 DR9766
 DR9766'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9766'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH-SOUTHWEST OF ADAIR,
 DR9766'8.5 MI (13.7 KM) NORTH OF CHOUTEAU AND 3.1 MI (5.0 KM) WEST OF PRYOR.
 DR9766'TO REACH THE MARK FROM THE INTERSECTION OF US-69 AND SH-20, TRAVEL
 DR9766'WEST ON SH-20 APPROXIMATELY 3 MI (4.8 KM).  DARIN IS A 2.5" BRASS CAP
 DR9766'SET IN THE WEST END OF THE SOUTH HEADWALL.
 DR9766'
 DR9766'THE MARK IS 28 FT (8.5 M) SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 DR9766'SHOULDER.  IT IS 80 FT (24.4 M) NORTHEAST OF A 15" STEEL POWER POLE.
 DR9766'IT IS APPROXIMATELY 150 FT (45.7 M) WEST OF AN ASPHALT DRIVEWAY THAT
 DR9766'HEADS TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0536 ***********************************************************************
 FK0536  DESIGNATION -  DARLINGTON WATER TANK CENTER
 FK0536  PID         -  FK0536
 FK0536  STATE/COUNTY-  OK/CANADIAN
 FK0536  COUNTRY     -  US
 FK0536  USGS QUAD   -  FORT RENO (2018)
 FK0536
 FK0536                         *CURRENT SURVEY CONTROL
 FK0536  ______________________________________________________________________
 FK0536* NAD 83(1993) POSITION- 35 34 36.36949(N) 098 00 34.64811(W)   ADJUSTED
 FK0536  ______________________________________________________________________
 FK0536  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FK0536  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FK0536  HORZ ORDER      -  THIRD
 FK0536
 FK0536.The horizontal coordinates were established by classical geodetic methods
 FK0536.and adjusted by the National Geodetic Survey in November 1994.
 FK0536
 FK0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0536.GEOID18 height accuracy estimate available here.
 FK0536
 FK0536.Click photographs - Photos may exist for this station.
 FK0536
 FK0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0536
 FK0536. The following values were computed from the NAD 83(1993) position.
 FK0536
 FK0536;                    North         East     Units Scale Factor Converg.
 FK0536;SPC OK N     -    63,994.457   599,127.610   MT  0.99999818   -0 00 20.4
 FK0536;SPC OK N     -   209,955.15  1,965,637.83   sFT  0.99999818   -0 00 20.4
 FK0536;SPC OK S     -   248,866.417   599,127.534   MT  1.00008594   -0 00 19.7
 FK0536;SPC OK S     -   816,489.24  1,965,637.58   sFT  1.00008594   -0 00 19.7
 FK0536;UTM  14      - 3,937,458.881   589,736.140   MT  0.99969923   +0 34 34.4
 FK0536
 FK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8973637458(NAD 83)
 FK0536
 FK0536                          SUPERSEDED SURVEY CONTROL
 FK0536
 FK0536  NAD 83(1986)-  35 34 36.37376(N)    098 00 34.63287(W) AD(       ) 3
 FK0536  NAD 27      -  35 34 36.19500(N)    098 00 33.45100(W) AD(       ) 3
 FK0536  USSD        -  35 34 36.12400(N)    098 00 33.77800(W) AD(       ) 3
 FK0536
 FK0536.Superseded values are not recommended for survey control.
 FK0536
 FK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0536.See file dsdata.pdf to determine how the superseded data were derived.
 FK0536
 FK0536_MARKER: 51 = TANK
 FK0536
 FK0536  HISTORY     - Date     Condition        Report By
 FK0536  HISTORY     - 1902     FIRST OBSERVED   CGS
 FK0536  HISTORY     - 1934     GOOD             CGS
 FK0536  HISTORY     - 1959     GOOD             CGS
 FK0536
 FK0536                          STATION DESCRIPTION
 FK0536
 FK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0536'NOW STATE GAME FARM.  TANK NOW HAS FLAT ROOF.
 FK0536
 FK0536                          STATION RECOVERY (1959)
 FK0536
 FK0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FK0536'THE STATION IS LOCATED ON THE GROUNDS OF THE OKLAHOMA STATE GAME
 FK0536'FARM (FORMERLY DARLINGTON INDIAN AGENCY).  THE FARM SUPERINTENDENT
 FK0536'VOUCHES FOR THE FACT THAT THE TANK WAS STANDING PRIOR TO 1910.
 FK0536'THE TANK IS PAINTED SILVER WITH THE LETTERS OKLAHOMA STATE
 FK0536'GAME FARM PAINTED ON THE NORTH SIDE.  A NEW ROOF HAS BEEN
 FK0536'INSTALLED ON THE TANK WHICH IS ABOUT 80 FEET HIGH.  IT IS
 FK0536'BELIEVED THAT THIS TANK IS THE TANK OBSERVED UPON IN 1902.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0214 ***********************************************************************
 FJ0214  DESIGNATION -  DAVENPORT
 FJ0214  PID         -  FJ0214
 FJ0214  STATE/COUNTY-  OK/LINCOLN
 FJ0214  COUNTRY     -  US
 FJ0214  USGS QUAD   -  DAVENPORT (2018)
 FJ0214
 FJ0214                         *CURRENT SURVEY CONTROL
 FJ0214  ______________________________________________________________________
 FJ0214* NAD 83(1986) POSITION- 35 42 30.     (N) 096 45 55.     (W)   SCALED
 FJ0214* NAVD 88 ORTHO HEIGHT -   259.693 (meters)      852.01  (feet) ADJUSTED
 FJ0214  ______________________________________________________________________
 FJ0214  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 FJ0214  DYNAMIC HEIGHT  -        259.452 (meters)      851.22  (feet) COMP
 FJ0214  MODELED GRAVITY -    979,697.4   (mgal)                       NAVD 88
 FJ0214
 FJ0214  VERT ORDER      -  SECOND    CLASS 0
 FJ0214
 FJ0214.The horizontal coordinates were scaled from a map and have
 FJ0214.an estimated accuracy of +/- 6 seconds.
 FJ0214
 FJ0214.The orthometric height was determined by differential leveling and
 FJ0214.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0214.in June 1991.
 FJ0214
 FJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0214.GEOID18 height accuracy estimate available here.
 FJ0214
 FJ0214.Click photographs - Photos may exist for this station.
 FJ0214
 FJ0214.The dynamic height is computed by dividing the NAVD 88
 FJ0214.geopotential number by the normal gravity value computed on the
 FJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0214.degrees latitude (g = 980.6199 gals.).
 FJ0214
 FJ0214.The modeled gravity was interpolated from observed gravity values.
 FJ0214
 FJ0214;                    North         East    Units  Estimated Accuracy
 FJ0214;SPC OK N     -    79,300.      711,730.      MT  (+/- 180 meters Scaled)
 FJ0214
 FJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE021539(NAD 83)
 FJ0214
 FJ0214                          SUPERSEDED SURVEY CONTROL
 FJ0214
 FJ0214  NGVD 29 (??/??/92)  259.594  (m)          851.68   (f) ADJ UNCH    2 0
 FJ0214
 FJ0214.Superseded values are not recommended for survey control.
 FJ0214
 FJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0214.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0214
 FJ0214_MARKER: DB = BENCH MARK DISK
 FJ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0214_STAMPING: DAVENPORT 1934
 FJ0214_MARK LOGO: CGS
 FJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0214+STABILITY: SURFACE MOTION
 FJ0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0214+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 FJ0214
 FJ0214  HISTORY     - Date     Condition        Report By
 FJ0214  HISTORY     - 1934     MONUMENTED       CGS
 FJ0214  HISTORY     - 1936     GOOD             CGS
 FJ0214  HISTORY     - 20220830 GOOD             OKDOT
 FJ0214
 FJ0214                          STATION DESCRIPTION
 FJ0214
 FJ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0214'AT DAVENPORT.
 FJ0214'24 FEET SOUTH OF THE SOUTHEAST CORNER OF DAVENPORT HIGH SCHOOL.
 FJ0214'24 FEET NORTH OF THE NORTHEAST CORNER OF DAVENPORT GRADE SCHOOL.
 FJ0214'2 FEET WEST OF THE SIDEWALK BETWEEN THE BUILDINGS.
 FJ0214
 FJ0214                          STATION RECOVERY (1936)
 FJ0214
 FJ0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 FJ0214'RECOVERED IN GOOD CONDITION.
 FJ0214
 FJ0214                          STATION RECOVERY (2022)
 FJ0214
 FJ0214'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1279 ***********************************************************************
 FJ1279  DESIGNATION -  DAVENPORT
 FJ1279  PID         -  FJ1279
 FJ1279  STATE/COUNTY-  OK/LINCOLN
 FJ1279  COUNTRY     -  US
 FJ1279  USGS QUAD   -  DAVENPORT (2018)
 FJ1279
 FJ1279                         *CURRENT SURVEY CONTROL
 FJ1279  ______________________________________________________________________
 FJ1279* NAD 83(1993) POSITION- 35 43 50.87108(N) 096 47 14.23652(W)   ADJUSTED
 FJ1279* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1279  ______________________________________________________________________
 FJ1279  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 FJ1279  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 FJ1279  HORZ ORDER      -  SECOND
 FJ1279
 FJ1279.The horizontal coordinates were established by classical geodetic methods
 FJ1279.and adjusted by the National Geodetic Survey in November 1994.
 FJ1279
 FJ1279.The orthometric height was scaled from a topographic map.
 FJ1279
 FJ1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1279.GEOID18 height accuracy estimate available here.
 FJ1279
 FJ1279.Click photographs - Photos may exist for this station.
 FJ1279
 FJ1279.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1279
 FJ1279. The following values were computed from the NAD 83(1993) position.
 FJ1279
 FJ1279;                    North         East     Units Scale Factor Converg.
 FJ1279;SPC OK N     -    81,769.182   709,707.322   MT  0.99997427   +0 42 56.4
 FJ1279;SPC OK N     -   268,271.06  2,328,431.44   sFT  0.99997427   +0 42 56.4
 FJ1279;UTM  14      - 3,956,347.891   700,118.003   MT  1.00009351   +1 17 33.4
 FJ1279
 FJ1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1279!SPC OK N     -   0.99995605  x   0.99997427  =   0.99993032
 FJ1279!UTM  14      -   0.99995605  x   1.00009351  =   1.00004956
 FJ1279
 FJ1279:                Primary Azimuth Mark                     Grid Az
 FJ1279:SPC OK N     -  DAVENPORT MUNICIPAL TANK                 142 22 10.7
 FJ1279:UTM  14      -  DAVENPORT MUNICIPAL TANK                 141 47 33.7
 FJ1279
 FJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0011856347(NAD 83)
 FJ1279
 FJ1279|---------------------------------------------------------------------|
 FJ1279| PID    Reference Object                     Distance      Geod. Az  |
 FJ1279|                                                           dddmmss.s |
 FJ1279| FJ1276 STROUD MUNICIPAL TANK               APPROX.12.1 KM 0805748.9 |
 FJ1279| CI0713 DAVENPORT RM 1                       20.072 METERS 08730     |
 FJ1279| FJ1277 DAVENPORT MUNICIPAL TANK            APPROX. 3.2 KM 1430507.1 |
 FJ1279| CI0712 DAVENPORT AZ MK                                    1794248.2 |
 FJ1279| CI0714 DAVENPORT RM 2                       27.281 METERS 18210     |
 FJ1279|---------------------------------------------------------------------|
 FJ1279
 FJ1279                          SUPERSEDED SURVEY CONTROL
 FJ1279
 FJ1279  NAD 83(1986)-  35 43 50.88008(N)    096 47 14.21621(W) AD(       ) 2
 FJ1279  NAD 27      -  35 43 50.64449(N)    096 47 13.13337(W) AD(       ) 2
 FJ1279
 FJ1279.Superseded values are not recommended for survey control.
 FJ1279
 FJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1279.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1279
 FJ1279_MARKER: DS = TRIANGULATION STATION DISK
 FJ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1279_STAMPING: DAVENPORT 1954
 FJ1279_MARK LOGO: CGS
 FJ1279_PROJECTION: FLUSH
 FJ1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1279+STABILITY: SURFACE MOTION
 FJ1279
 FJ1279  HISTORY     - Date     Condition        Report By
 FJ1279  HISTORY     - 1954     MONUMENTED       CGS
 FJ1279  HISTORY     - 1977     GOOD             NGS
 FJ1279
 FJ1279                          STATION DESCRIPTION
 FJ1279
 FJ1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1279'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CHANDLER,
 FJ1279'2 MILES NORTHWEST OF DAVENPORT, AND IN THE WEST RIGHT-OF-WAY
 FJ1279'OF A SECTION LINE ROAD.
 FJ1279'
 FJ1279'REACHED FROM THE INTERSECTION OF THE MAIN NORTH AND SOUTH STREET
 FJ1279'AND U.S. HIGHWAY 66 AT THE NORTH EDGE OF DAVENPORT BY GOING
 FJ1279'WEST ON HIGHWAY 66 FOR 1.3 MILES TO A CROSSROAD.  TURN RIGHT,
 FJ1279'NORTH, AND GO 0.9 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD,
 FJ1279'NORTHERLY, FOR 0.5 MILE TO THE STATION ON THE LEFT.
 FJ1279'
 FJ1279'THE STATION MARK IS 34 FEET SOUTH-SOUTHWEST OF A BLAZED TELEPHONE
 FJ1279'POLE, 34 FEET WEST OF THE APPROXIMATE CENTER OF A GRADED ROAD,
 FJ1279'AND 5.5 FEET EAST OF A FENCE AND WITNESS POST.  THE MARK IS LEVEL
 FJ1279'WITH THE GROUND SURFACE, AND THE DISK IS STAMPED DAVENPORT 1954.
 FJ1279'
 FJ1279'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 33 FEET EAST OF
 FJ1279'THE APPROXIMATE CENTER OF THE ROAD, 1.5 FEET WEST OF A WIRE FENCE,
 FJ1279'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED DAVENPORT NO 1 1954.
 FJ1279'
 FJ1279'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 36 FEET WEST OF
 FJ1279'THE APPROXIMATE CENTER OF THE ROAD, 1.5 FEET EAST OF THE FENCE,
 FJ1279'AND PROJECTS 2 INCHES.  THE DISK IS STAMPED DAVENPORT NO 2 1954.
 FJ1279'
 FJ1279'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILE SOUTH OF THE STATION,
 FJ1279'IS 30 FEET WEST OF THE APPROXIMATE CENTER OF THE GRADED ROAD,
 FJ1279'9 FEET EAST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST,
 FJ1279'2 FEET NORTH OF A TELEPHONE POLE, AND PROJECTS 5 INCHES.  THE
 FJ1279'DISK IS STAMPED DAVENPORT 1954.
 FJ1279
 FJ1279                          STATION RECOVERY (1977)
 FJ1279
 FJ1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FJ1279'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 FJ1279'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 FJ1279'TO THE REFERENCE MARKS WERE VERIFIED.
 FJ1279'
 FJ1279'THE LINE OF SIGHT FROM THE STATION TO THE AZIMUTH MARK IS NOW
 FJ1279'OBSTRUCTED BY A HEAVY GROWTH OF BRUSH AND SMALL TREES.
 FJ1279'
 FJ1279'THE STATION MARK AND REFERENCE MARKS ARE NOW SURROUNDED BY HEAVY
 FJ1279'GROWTH OF BRUSH.
 FJ1279'
 FJ1279'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FJ1279'
 FJ1279'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF CHANDLER, 2 MILES
 FJ1279'NORTHWEST OF DAVENPORT, AT THE NORTHERLY END OF WHERE A TRACK ROAD
 FJ1279'CROSS OVER A SMALL RISE, AND ON WEST RIGHT-OF-WAY OF A SECTION LINE
 FJ1279'ROAD.
 FJ1279'
 FJ1279'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND
 FJ1279'STATE HIGHWAY 188 IN DAVENPORT.  GO WESTERLY ON U.S. HIGHWAY 66 FOR
 FJ1279'1.3 MILES TO CROSSROADS, TURN RIGHT AND GO NORTH ON GRAVEL ROAD
 FJ1279'FOR 1.0 MILE TO CROSSROADS.  CONTINUE NORTH ON A TRACK ROAD FOR
 FJ1279'0.15 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 FJ1279'NORTH ON TRACK ROAD FOR 0.35 MILE TO STATION ON THE LEFT.
 FJ1279'
 FJ1279'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FJ1279'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED DAVENPORT 1954.
 FJ1279'IT IS 92 PACES SOUTH OF A T FENCE CORNER, 31 FEET WEST OF THE
 FJ1279'CENTER OF ROAD, 5.6 FEET EAST OF THE FENCE LINE AND 1-FOOT EAST OF
 FJ1279'A METAL WITNESS POST.
 FJ1279'
 FJ1279'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FJ1279'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED DAVENPORT
 FJ1279'NO 1 1954.  IT IS 35 FEET EAST OF THE CENTER OF ROAD AND 1.6 FEET
 FJ1279'WEST OF FENCE LINE AND METAL WITNESS POST.
 FJ1279'
 FJ1279'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FJ1279'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED DAVENPORT
 FJ1279'NO 2 1954.  IT IS 35 FEET WEST OF THE CENTER LINE OF ROAD AND 2
 FJ1279'FEET EAST OF FENCE LINE AND A METAL WITNESS SIGN.
 FJ1279'
 FJ1279'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FJ1279'POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED DAVENPORT 1954.
 FJ1279'IT IS 30 FEET WEST OF THE CENTER OF ROAD, 9 FEET EAST OF FENCE LINE
 FJ1279'AND 1-FOOT EAST OF A METAL WITNESS POST.
 FJ1279'
 FJ1279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DAVENPORT 2-MILES
 FJ1279'NW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1277 ***********************************************************************
 FJ1277  DESIGNATION -  DAVENPORT MUNICIPAL TANK
 FJ1277  PID         -  FJ1277
 FJ1277  STATE/COUNTY-  OK/LINCOLN
 FJ1277  COUNTRY     -  US
 FJ1277  USGS QUAD   -  DAVENPORT (2018)
 FJ1277
 FJ1277                         *CURRENT SURVEY CONTROL
 FJ1277  ______________________________________________________________________
 FJ1277* NAD 83(1993) POSITION- 35 42 28.88447(N) 096 45 58.72816(W)   ADJUSTED
 FJ1277  ______________________________________________________________________
 FJ1277  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 FJ1277  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 FJ1277  HORZ ORDER      -  THIRD
 FJ1277
 FJ1277.The horizontal coordinates were established by classical geodetic methods
 FJ1277.and adjusted by the National Geodetic Survey in November 1994.
 FJ1277
 FJ1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1277.GEOID18 height accuracy estimate available here.
 FJ1277
 FJ1277.Click photographs - Photos may exist for this station.
 FJ1277
 FJ1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1277
 FJ1277. The following values were computed from the NAD 83(1993) position.
 FJ1277
 FJ1277;                    North         East     Units Scale Factor Converg.
 FJ1277;SPC OK N     -    79,266.485   711,636.779   MT  0.99997735   +0 43 41.0
 FJ1277;SPC OK N     -   260,060.13  2,334,761.67   sFT  0.99997735   +0 43 41.0
 FJ1277;UTM  14      - 3,953,864.429   702,072.783   MT  1.00010320   +1 18 14.9
 FJ1277
 FJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0207253864(NAD 83)
 FJ1277
 FJ1277                          SUPERSEDED SURVEY CONTROL
 FJ1277
 FJ1277  NAD 83(1986)-  35 42 28.89350(N)    096 45 58.70758(W) AD(       ) 3
 FJ1277  NAD 27      -  35 42 28.65629(N)    096 45 57.62973(W) AD(       ) 3
 FJ1277
 FJ1277.Superseded values are not recommended for survey control.
 FJ1277
 FJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1277.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1277
 FJ1277_MARKER: 53 = ELEVATED TANK
 FJ1277
 FJ1277  HISTORY     - Date     Condition        Report By
 FJ1277  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1277
 FJ1277                          STATION DESCRIPTION
 FJ1277
 FJ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1277'POINT OBSERVED UPON WAS THE FINIAL OF MUNICIPAL WATER TANK
 FJ1277'LOCATED IN THE CENTER OF THE TOWN OF DAVENPORT, APPROXIMATELY
 FJ1277'90 FEET HIGH.
 FJ1277'
 FJ1277'OBJECT OBSERVED UPON FROM TRIANGULATION STATIONS YOUNG,
 FJ1277'DAVIS, CLEMATIS AND LONG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1319 ***********************************************************************
 FJ1319  DESIGNATION -  DAVEPORT
 FJ1319  PID         -  FJ1319
 FJ1319  STATE/COUNTY-  OK/MCCLAIN
 FJ1319  COUNTRY     -  US
 FJ1319  USGS QUAD   -  NORMAN (2018)
 FJ1319
 FJ1319                         *CURRENT SURVEY CONTROL
 FJ1319  ______________________________________________________________________
 FJ1319* NAD 83(1993) POSITION- 35 09 20.49342(N) 097 28 17.66848(W)   ADJUSTED
 FJ1319* NAD 83(1993) ELLIP HT-   328.429 (meters)        (11/28/94)   ADJUSTED
 FJ1319* NAVD 88 ORTHO HEIGHT -   354.9   (meters)     1164.    (feet) VERTCON3
 FJ1319  ______________________________________________________________________
 FJ1319  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 FJ1319  NAD 83(1993) X  -   -678,879.040 (meters)                     COMP
 FJ1319  NAD 83(1993) Y  - -5,176,441.888 (meters)                     COMP
 FJ1319  NAD 83(1993) Z  -  3,652,191.631 (meters)                     COMP
 FJ1319  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 FJ1319  HORZ ORDER      -  SECOND
 FJ1319  ELLP ORDER      -  FIFTH     CLASS I
 FJ1319
 FJ1319.This mark is at David Jay Perry Airport (OK14)
 FJ1319
 FJ1319.The horizontal coordinates were established by GPS observations
 FJ1319.and adjusted by the National Geodetic Survey in November 1994.
 FJ1319
 FJ1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1319
 FJ1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1319.GEOID18 height accuracy estimate available here.
 FJ1319
 FJ1319.Click photographs - Photos may exist for this station.
 FJ1319
 FJ1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1319
 FJ1319.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1319
 FJ1319.The ellipsoidal height was determined by GPS observations
 FJ1319.and is referenced to NAD 83.
 FJ1319
 FJ1319. The following values were computed from the NAD 83(1993) position.
 FJ1319
 FJ1319;                    North         East     Units Scale Factor Converg.
 FJ1319;SPC OK S     -   202,273.619   648,146.525   MT  0.99998558   +0 17 59.8
 FJ1319;SPC OK S     -   663,626.03  2,126,460.72   sFT  0.99998558   +0 17 59.8
 FJ1319;UTM  14      - 3,891,378.311   639,212.265   MT  0.99983884   +0 52 48.8
 FJ1319
 FJ1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1319!SPC OK S     -   0.99994845  x   0.99998558  =   0.99993403
 FJ1319!UTM  14      -   0.99994845  x   0.99983884  =   0.99978730
 FJ1319
 FJ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3921291378(NAD 83)
 FJ1319
 FJ1319                          SUPERSEDED SURVEY CONTROL
 FJ1319
 FJ1319  NAD 83(1986)-  35 09 20.50049(N)    097 28 17.65218(W) AD(       ) 2
 FJ1319  NGVD 29 (11/30/89)  354.8    (m)  RAPSU86  model used  GPS OBS        
 FJ1319
 FJ1319.Superseded values are not recommended for survey control.
 FJ1319
 FJ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1319.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1319
 FJ1319_MARKER: F = FLANGE-ENCASED ROD
 FJ1319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1319_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FJ1319_STAMPING: DAVEPORT 1989
 FJ1319_MARK LOGO: NGS
 FJ1319_PROJECTION: RECESSED 8 CENTIMETERS
 FJ1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1319+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1319_ROD/PIPE-DEPTH: 11.9 meters
 FJ1319_SLEEVE-DEPTH  : 1.0 meters
 FJ1319
 FJ1319  HISTORY     - Date     Condition        Report By
 FJ1319  HISTORY     - 1989     MONUMENTED       NGS
 FJ1319  HISTORY     - 20140718 MARK NOT FOUND   WOOLPT
 FJ1319
 FJ1319                          STATION DESCRIPTION
 FJ1319
 FJ1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1319'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF NORMAN, AT THE
 FJ1319'NORMAN/DAVID J. PERRY AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION
 FJ1319'OF RUNWAY 31-13 AND A CONNECTING TAXIWAY.  OWNERSHIP--STATE OF
 FJ1319'OKLAHOMA, C/O AIRPORT MANAGER J M REED, RT 1 BOX 49A, WASHINGTON OK
 FJ1319'73093.  PHONE (405) 288-6071.
 FJ1319'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT
 FJ1319'104) AND STATE HIGHWAY 74, 7.5 KM (4.65 MI) SOUTH OF NORMAN, GO NORTH
 FJ1319'FOR 0.4 KM (0.25 MI) ON HIGHWAY 74 TO A PAVED ROAD RIGHT.  TURN RIGHT
 FJ1319'AND GO EAST THEN SOUTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A
 FJ1319'GRAVEL ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.3 KM (0.20 MI) ON
 FJ1319'THE AIRPORT ENTRANCE ROAD PASSING THE AIRPORT OFFICE ON THE RIGHT AND
 FJ1319'ACROSS A GRAVEL PARKING AREA TO AN APRON.  TURN LEFT AND GO EAST FOR
 FJ1319'0.2 KM (0.10 MI) ACROSS THE APRON PASSING BETWEEN TWO HANGARS AND ON
 FJ1319'THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING
 FJ1319'RUNWAY 31-13.
 FJ1319'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1319'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.9 METERS IN A GREASE
 FJ1319'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1319'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED 16.1
 FJ1319'M (52.8 FT) NORTH FROM THE NORTHWEST CORNER OF A 1.5 METER BY .25 CM
 FJ1319'CONCRETE HEADWALL, 15.0 M (49.2 FT) NORTHWEST FROM THE NORTHWEST EDGE
 FJ1319'OF THE CONNECTING TAXIWAY, AND 6.6 M (21.7 FT) SOUTHWEST FROM THE
 FJ1319'SOUTHWEST EDGE OF RUNWAY 31-13.
 FJ1319'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FJ1319
 FJ1319                          STATION RECOVERY (2014)
 FJ1319
 FJ1319'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (ZJH)
 FJ1319'AIRPORT DRAINAGE AND TAXIWAYS HAVE BEEN RECONFIGURED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1320 ***********************************************************************
 FJ1320  DESIGNATION -  DAVEPORT AZ MK
 FJ1320  PID         -  FJ1320
 FJ1320  STATE/COUNTY-  OK/MCCLAIN
 FJ1320  COUNTRY     -  US
 FJ1320  USGS QUAD   -  NORMAN (2018)
 FJ1320
 FJ1320                         *CURRENT SURVEY CONTROL
 FJ1320  ______________________________________________________________________
 FJ1320* NAD 83(1993) POSITION- 35 09 06.02075(N) 097 28 01.24786(W)   ADJUSTED
 FJ1320* NAD 83(1993) ELLIP HT-   325.773 (meters)        (11/28/94)   ADJUSTED
 FJ1320* NAVD 88 ORTHO HEIGHT -   352.2   (meters)     1156.    (feet) VERTCON3
 FJ1320  ______________________________________________________________________
 FJ1320  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 FJ1320  NAD 83(1993) X  -   -678,500.037 (meters)                     COMP
 FJ1320  NAD 83(1993) Y  - -5,176,748.401 (meters)                     COMP
 FJ1320  NAD 83(1993) Z  -  3,651,825.418 (meters)                     COMP
 FJ1320  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 FJ1320  HORZ ORDER      -  SECOND
 FJ1320  ELLP ORDER      -  FIFTH     CLASS I
 FJ1320
 FJ1320.This mark is at David Jay Perry Airport (OK14)
 FJ1320
 FJ1320.The horizontal coordinates were established by GPS observations
 FJ1320.and adjusted by the National Geodetic Survey in November 1994.
 FJ1320
 FJ1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1320
 FJ1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1320.GEOID18 height accuracy estimate available here.
 FJ1320
 FJ1320.Click photographs - Photos may exist for this station.
 FJ1320
 FJ1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1320
 FJ1320.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1320
 FJ1320.The ellipsoidal height was determined by GPS observations
 FJ1320.and is referenced to NAD 83.
 FJ1320
 FJ1320. The following values were computed from the NAD 83(1993) position.
 FJ1320
 FJ1320;                    North         East     Units Scale Factor Converg.
 FJ1320;SPC OK S     -   201,829.804   648,564.470   MT  0.99998488   +0 18 09.1
 FJ1320;SPC OK S     -   662,169.95  2,127,831.93   sFT  0.99998488   +0 18 09.1
 FJ1320;UTM  14      - 3,890,938.815   639,634.621   MT  0.99984030   +0 52 57.9
 FJ1320
 FJ1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1320!SPC OK S     -   0.99994887  x   0.99998488  =   0.99993375
 FJ1320!UTM  14      -   0.99994887  x   0.99984030  =   0.99978918
 FJ1320
 FJ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3963490938(NAD 83)
 FJ1320
 FJ1320                          SUPERSEDED SURVEY CONTROL
 FJ1320
 FJ1320  NAD 83(1986)-  35 09 06.02782(N)    097 28 01.23157(W) AD(       ) 2
 FJ1320  NGVD 29 (11/30/89)  352.1    (m)  RAPSU86  model used  GPS OBS        
 FJ1320
 FJ1320.Superseded values are not recommended for survey control.
 FJ1320
 FJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1320.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1320
 FJ1320_MARKER: F = FLANGE-ENCASED ROD
 FJ1320_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 FJ1320_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FJ1320_STAMPING: DAVEPORT AZ MK 1989
 FJ1320_MARK LOGO: NGS
 FJ1320_PROJECTION: RECESSED 8 CENTIMETERS
 FJ1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1320+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1320_ROD/PIPE-DEPTH: 10.2 meters
 FJ1320_SLEEVE-DEPTH  : 1.0 meters
 FJ1320
 FJ1320  HISTORY     - Date     Condition        Report By
 FJ1320  HISTORY     - 1989     MONUMENTED       NGS
 FJ1320  HISTORY     - 20140718 MARK NOT FOUND   WOOLPT
 FJ1320
 FJ1320                          STATION DESCRIPTION
 FJ1320
 FJ1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1320'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF NORMAN, AT THE
 FJ1320'NORMAN/DAVID J. PERRY AIRPORT, ALONG THE SOUTHWEST SIDE OF THE
 FJ1320'SOUTHEAST END OF RUNWAY 31-13.  OWNERSHIP--STATE OF OKLAHOMA, C/O
 FJ1320'AIRPORT MANAGER J M REED, RT 1 BOX 49A, WASHINGTON OK 73093. PHONE
 FJ1320'(405) 288-6071.
 FJ1320'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT
 FJ1320'104) AND STATE HIGHWAY 74, 7.5 KM (4.65 MI) SOUTH OF NORMAN, GO NORTH
 FJ1320'FOR 0.4 KM (0.25 MI) ON HIGHWAY 74 TO A PAVED ROAD RIGHT.  TURN RIGHT
 FJ1320'AND GO EAST THEN SOUTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A
 FJ1320'GRAVEL ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.3 KM (0.20 MI) ON
 FJ1320'THE AIRPORT ENTRANCE ROAD PASSING THE AIRPORT OFFICE ON THE RIGHT AND
 FJ1320'ACROSS A GRAVEL PARKING AREA TO A APRON.  TURN LEFT AND GO EAST FOR
 FJ1320'0.2 KM (0.10 MI) PASSING BETWEEN TWO HANGARS AND ACROSS APRON AND ON
 FJ1320'THE CONNECTING TAXIWAY TO RUNWAY 31-13.  TURN RIGHT AND GO SOUTHEAST
 FJ1320'FOR 0.6 KM (0.35 MI) ON RUNWAY 31-13 TO THE STATION ON THE RIGHT NEAR
 FJ1320'THE SOUTHEAST END OF THE RUNWAY.
 FJ1320'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1320'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.2 METERS IN A GREASE
 FJ1320'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1320'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 9.7
 FJ1320'M (31.8 FT) WEST-NORTHWEST FROM THE SOUTHWESTERN MOST ONE OF THREE
 FJ1320'LANDING LIGHTS, 9.7 M (31.8 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 FJ1320'RUNWAY, AND 7.4 M (24.3 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 FJ1320'RUNWAY.
 FJ1320'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1320
 FJ1320                          STATION RECOVERY (2014)
 FJ1320
 FJ1320'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (ZJH)
 FJ1320'MARK LOCATION IS NOW IN AN ASPHALT TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0929 ***********************************************************************
 EM0929  DESIGNATION -  DAVIDSON TANK
 EM0929  PID         -  EM0929
 EM0929  STATE/COUNTY-  OK/TILLMAN
 EM0929  COUNTRY     -  US
 EM0929  USGS QUAD   -  DAVIDSON (2018)
 EM0929
 EM0929                         *CURRENT SURVEY CONTROL
 EM0929  ______________________________________________________________________
 EM0929* NAD 83(1993) POSITION- 34 14 36.88829(N) 099 04 51.08587(W)   ADJUSTED
 EM0929  ______________________________________________________________________
 EM0929  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 EM0929  LAPLACE CORR    -          3.03  (seconds)                    DEFLEC18
 EM0929  HORZ ORDER      -  THIRD
 EM0929
 EM0929.The horizontal coordinates were established by classical geodetic methods
 EM0929.and adjusted by the National Geodetic Survey in November 1994.
 EM0929
 EM0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0929.GEOID18 height accuracy estimate available here.
 EM0929
 EM0929.Click photographs - Photos may exist for this station.
 EM0929
 EM0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0929
 EM0929. The following values were computed from the NAD 83(1993) position.
 EM0929
 EM0929;                    North         East     Units Scale Factor Converg.
 EM0929;SPC OK S     -   101,500.570   500,437.690   MT  0.99995351   -0 36 48.6
 EM0929;SPC OK S     -   333,006.45  1,641,852.65   sFT  0.99995351   -0 36 48.6
 EM0929;SPC TXNC     - 2,285,925.216   546,486.797   MT  1.00008901   -0 19 00.5
 EM0929;SPC TXNC     - 7,499,739.65  1,792,932.10   sFT  1.00008901   -0 19 00.5
 EM0929;UTM  14      - 3,789,167.146   492,554.394   MT  0.99960068   -0 02 43.8
 EM0929
 EM0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9255489167(NAD 83)
 EM0929
 EM0929                          SUPERSEDED SURVEY CONTROL
 EM0929
 EM0929  NAD 83(1986)-  34 14 36.89473(N)    099 04 51.07429(W) AD(       ) 3
 EM0929  NAD 27      -  34 14 36.58700(N)    099 04 49.78500(W) AD(       ) 3
 EM0929
 EM0929.Superseded values are not recommended for survey control.
 EM0929
 EM0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0929.See file dsdata.pdf to determine how the superseded data were derived.
 EM0929
 EM0929_MARKER: 51 = TANK
 EM0929
 EM0929  HISTORY     - Date     Condition        Report By
 EM0929  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0929
 EM0929                          STATION DESCRIPTION
 EM0929
 EM0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0929'POINT OBSERVED UPON IS FINIAL STEEL WATER TANK, PROBABLY
 EM0929'MUNICIPAL WATER SUPPLY.  LOCATED IN TOWN OF DAVIDSON.  STATION
 EM0929'WAS OFF SCHEME AND NOT VISITED.
 EM0929'
 EM0929'OBSERVED UPON FROM TRIANGULATION STATIONS RED BLUFF, KNUCKLES,
 EM0929'AND HARRISON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0820 ***********************************************************************
 EL0820  DESIGNATION -  DAVIS
 EL0820  PID         -  EL0820
 EL0820  STATE/COUNTY-  OK/PONTOTOC
 EL0820  COUNTRY     -  US
 EL0820  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0820
 EL0820                         *CURRENT SURVEY CONTROL
 EL0820  ______________________________________________________________________
 EL0820* NAD 83(1993) POSITION- 34 36 17.99252(N) 096 52 54.49330(W)   ADJUSTED
 EL0820* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 EL0820  ______________________________________________________________________
 EL0820  GEOID HEIGHT    -        -25.503 (meters)                     GEOID18
 EL0820  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 EL0820  HORZ ORDER      -  FIRST
 EL0820
 EL0820.The horizontal coordinates were established by classical geodetic methods
 EL0820.and adjusted by the National Geodetic Survey in November 1994.
 EL0820
 EL0820.The orthometric height was scaled from a topographic map.
 EL0820
 EL0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0820.GEOID18 height accuracy estimate available here.
 EL0820
 EL0820.Click photographs - Photos may exist for this station.
 EL0820
 EL0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0820
 EL0820. The following values were computed from the NAD 83(1993) position.
 EL0820
 EL0820;                    North         East     Units Scale Factor Converg.
 EL0820;SPC OK S     -   141,625.337   702,557.541   MT  0.99993601   +0 38 04.9
 EL0820;SPC OK S     -   464,649.13  2,304,974.20   sFT  0.99993601   +0 38 04.9
 EL0820;UTM  14      - 3,831,279.786   694,229.003   MT  1.00006500   +1 12 12.0
 EL0820
 EL0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0820!SPC OK S     -   0.99994010  x   0.99993601  =   0.99987612
 EL0820!UTM  14      -   0.99994010  x   1.00006500  =   1.00000510
 EL0820
 EL0820:                Primary Azimuth Mark                     Grid Az
 EL0820:SPC OK S     -  DAVIS AZ MK                              061 22 32.0
 EL0820:UTM  14      -  DAVIS AZ MK                              060 48 24.9
 EL0820
 EL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9422931279(NAD 83)
 EL0820
 EL0820|---------------------------------------------------------------------|
 EL0820| PID    Reference Object                     Distance      Geod. Az  |
 EL0820|                                                           dddmmss.s |
 EL0820| EL0815 ROFF MUNICIPAL TANK                 APPROX. 4.4 KM 0565345.5 |
 EL0820| CX9415 DAVIS AZ MK                                        0620036.9 |
 EL0820| CX9416 DAVIS RM 1                           19.317 METERS 11042     |
 EL0820| EL0794 SULPHUR ST VET HOSP WATER TANK      APPROX.14.2 KM 2112245.4 |
 EL0820| EL0819 SULPHUR MUNICIPAL TANK              APPROX.12.4 KM 2120255.4 |
 EL0820| CX9417 DAVIS RM 2                           22.526 METERS 24900     |
 EL0820|---------------------------------------------------------------------|
 EL0820
 EL0820                          SUPERSEDED SURVEY CONTROL
 EL0820
 EL0820  NAD 83(1986)-  34 36 17.99689(N)    096 52 54.48274(W) AD(       ) 1
 EL0820  NAD 27      -  34 36 17.67850(N)    096 52 53.43050(W) AD(       ) 1
 EL0820
 EL0820.Superseded values are not recommended for survey control.
 EL0820
 EL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0820.See file dsdata.pdf to determine how the superseded data were derived.
 EL0820
 EL0820_MARKER: DS = TRIANGULATION STATION DISK
 EL0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0820_STAMPING: DAVIS 1954
 EL0820_MARK LOGO: CGS
 EL0820_PROJECTION: FLUSH
 EL0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0820+STABILITY: SURFACE MOTION
 EL0820
 EL0820  HISTORY     - Date     Condition        Report By
 EL0820  HISTORY     - 1954     MONUMENTED       CGS
 EL0820
 EL0820                          STATION DESCRIPTION
 EL0820
 EL0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0820'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF SULPHUR,
 EL0820'ABOUT 3 MILES SOUTHWEST OF ROFF, 50 YARDS SOUTH SOUTHEAST
 EL0820'OF A DOUBLE POWER LINE POLE, 50 YARDS WEST OF A CORRAL AND
 EL0820'25 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH
 EL0820'AND IS STAMPED DAVIS 1954.
 EL0820'
 EL0820'REFERENCE MARK NO. 1 IS 70 FEET WEST OF THE SOUTHWEST CORNER
 EL0820'OF THE CORRAL, 57 FEET EAST OF A WITNESS POST AND 1 FOOT
 EL0820'NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND IS
 EL0820'STAMPED DAVIS NO 1 1954.
 EL0820'
 EL0820'REFERENCE MARK NO. 2 IS 72 FEET WEST OF THE WITNESS POST
 EL0820'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 EL0820'FLUSH AND IS STAMPED DAVIS NO 2 1954.
 EL0820'
 EL0820'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRAVELED
 EL0820'ROAD, 9 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 EL0820'NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND
 EL0820'IS STAMPED DAVIS 1954.
 EL0820'
 EL0820'TO REACH THE STATION FROM THE POST OFFICE IN ROFF GO WEST
 EL0820'ON STATE HIGHWAY 12 FOR 0.2 MILE TO THE JUNCTION OF STATE
 EL0820'HIGHWAYS 12 AND 61, GO SOUTH ON STATE HIGHWAY 12 FOR 1.3
 EL0820'MILES TO A ROAD LEADING RIGHT (BURLESON MAIL BOX ON THE RIGHT
 EL0820'AND INTERSTATE BUILDINGS ON THE LEFT).  TURN RIGHT AND GO
 EL0820'WEST FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EL0820'WEST FOR 0.25 MILE TO A GATE ENTERING A FIELD ON THE LEFT,
 EL0820'PASS THROUGH GATE AND FOLLOW FIELD ROAD FOR 0.2 MILE TO A
 EL0820'CORRAL, THEN GO WEST FOR ABOUT 50 YARDS TO THE HIGH PART
 EL0820'OF THE HILL AND THE STATION AND REFERENCE MARKS AS
 EL0820'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1272 ***********************************************************************
 FJ1272  DESIGNATION -  DAVIS
 FJ1272  PID         -  FJ1272
 FJ1272  STATE/COUNTY-  OK/LINCOLN
 FJ1272  COUNTRY     -  US
 FJ1272  USGS QUAD   -  ARLINGTON (2018)
 FJ1272
 FJ1272                         *CURRENT SURVEY CONTROL
 FJ1272  ______________________________________________________________________
 FJ1272* NAD 83(1993) POSITION- 35 31 58.23581(N) 096 41 21.80734(W)   ADJUSTED
 FJ1272* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1272  ______________________________________________________________________
 FJ1272  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 FJ1272  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 FJ1272  HORZ ORDER      -  FIRST
 FJ1272
 FJ1272.The horizontal coordinates were established by classical geodetic methods
 FJ1272.and adjusted by the National Geodetic Survey in November 1994.
 FJ1272
 FJ1272.The orthometric height was scaled from a topographic map.
 FJ1272
 FJ1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1272.GEOID18 height accuracy estimate available here.
 FJ1272
 FJ1272.Click photographs - Photos may exist for this station.
 FJ1272
 FJ1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1272
 FJ1272. The following values were computed from the NAD 83(1993) position.
 FJ1272
 FJ1272;                    North         East     Units Scale Factor Converg.
 FJ1272;SPC OK N     -    59,923.049   718,859.480   MT  1.00000631   +0 46 24.4
 FJ1272;SPC OK N     -   196,597.54  2,358,458.14   sFT  1.00000631   +0 46 24.4
 FJ1272;SPC OK S     -   244,764.057   718,867.669   MT  1.00007293   +0 44 38.1
 FJ1272;SPC OK S     -   803,030.08  2,358,485.01   sFT  1.00007293   +0 44 38.1
 FJ1272;UTM  14      - 3,934,591.673   709,489.546   MT  1.00014084   +1 20 36.0
 FJ1272
 FJ1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1272!SPC OK N     -   0.99995602  x   1.00000631  =   0.99996233
 FJ1272!SPC OK S     -   0.99995602  x   1.00007293  =   1.00002894
 FJ1272!UTM  14      -   0.99995602  x   1.00014084  =   1.00009685
 FJ1272
 FJ1272:                Primary Azimuth Mark                     Grid Az
 FJ1272:SPC OK N     -  DAVIS AZ MK                              051 03 29.4
 FJ1272:SPC OK S     -  DAVIS AZ MK                              051 05 15.7
 FJ1272:UTM  14      -  DAVIS AZ MK                              050 29 17.8
 FJ1272
 FJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0948934591(NAD 83)
 FJ1272
 FJ1272|---------------------------------------------------------------------|
 FJ1272| PID    Reference Object                     Distance      Geod. Az  |
 FJ1272|                                                           dddmmss.s |
 FJ1272| FJ1262 STROUD MUNICIPAL STANDPIPE          APPROX.24.4 KM 0052524.5 |
 FJ1272| FJ1273 STROUD ELLSWORTH RADIO              APPROX.24.0 KM 0092608.7 |
 FJ1272| FJ1275 SAC AND FOX WOODEN TANK             APPROX.15.8 KM 0103307.5 |
 FJ1272| CI0715 DAVIS AZ MK                                        0514953.8 |
 FJ1272| FJ1270 PRAGUE OG AND E RAD MAST            APPROX. 2.3 KM 1681648.3 |
 FJ1272| FJ1200 PRAGUE MUNICIPAL TANK               APPROX. 5.6 KM 1724030.4 |
 FJ1272| FJ1246 SHAWNEE MUNICIPAL TANK              APPROX.29.3 KM 2273646.9 |
 FJ1272| CI0716 DAVIS RM 1                           30.898 METERS 24439     |
 FJ1272| FJ1293 CHANDLER MUNICIPAL STANDPIPE        APPROX.25.8 KM 3180857.5 |
 FJ1272| CI0717 DAVIS RM 2                           28.065 METERS 32240     |
 FJ1272| FJ1277 DAVENPORT MUNICIPAL TANK            APPROX.20.6 KM 3401752.3 |
 FJ1272|---------------------------------------------------------------------|
 FJ1272
 FJ1272                          SUPERSEDED SURVEY CONTROL
 FJ1272
 FJ1272  NAD 83(1986)-  35 31 58.24188(N)    096 41 21.78614(W) AD(       ) 1
 FJ1272  NAD 27      -  35 31 57.98552(N)    096 41 20.72239(W) AD(       ) 1
 FJ1272
 FJ1272.Superseded values are not recommended for survey control.
 FJ1272
 FJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1272.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1272
 FJ1272_MARKER: DS = TRIANGULATION STATION DISK
 FJ1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1272_STAMPING: DAVIS 1935
 FJ1272_MARK LOGO: CGS
 FJ1272_PROJECTION: PROJECTING
 FJ1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1272+STABILITY: SURFACE MOTION
 FJ1272
 FJ1272  HISTORY     - Date     Condition        Report By
 FJ1272  HISTORY     - 1935     MONUMENTED       CGS
 FJ1272  HISTORY     - 1957     GOOD             CGS
 FJ1272
 FJ1272                          STATION DESCRIPTION
 FJ1272
 FJ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1272'STATION IS ON A SMALL TIMBERED RIDGE ABOUT 3 MILES NORTH OF
 FJ1272'PRAGUE AND IS 3.5 MILES SOUTH AND 0.5 MILE WEST OF ARLINGTON IN
 FJ1272'THE NORTHEAST QUARTER OF SECTION 8, T. 12 N., R. 6 E., ON
 FJ1272'PROPERTY OWNED BY DR. DAVIS OF STROUD.  MARK IS SET 0.35
 FJ1272'MILE WEST OF SECTION LINE, AT EAST EDGE OF RIDGE, 35 FEET
 FJ1272'NORTHEAST OF 15-INCH TWIN OAK TREES, AND 0.2 MILE SOUTH OF
 FJ1272'SECTION LINE.
 FJ1272'
 FJ1272'REACHED FROM POST OFFICE IN PRAGUE BY GOING NORTH ON STATE
 FJ1272'HIGHWAY 48 FOR 3.5 MILES TO CROSS ROAD JUST SOUTH OF A
 FJ1272'SCHOOLHOUSE, THEN TURN LEFT, WEST, AND GO WEST ON DIRT ROAD
 FJ1272'FOR 0.05 MILE TO GATE ON SOUTH SIDE OF ROAD, TURN LEFT THROUGH
 FJ1272'GATE AND GO SOUTHWEST TO RIDGE FOR 0.45 MILE TO STATION.
 FJ1272'
 FJ1272'REFERENCE MARK NO.1 IS WEST-SOUTHWEST OF STATION IN GROVE OF
 FJ1272'TREES.
 FJ1272'
 FJ1272'REFERENCE MARK NO.2 IS NORTHWEST OF STATION AT NORTH EDGE
 FJ1272'OF RIDGE.
 FJ1272'
 FJ1272'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF STATION.  MARK
 FJ1272'IS SET IN EAST-WEST FENCE IN NORTHEAST CORNER OF SCHOOLYARD, 10
 FJ1272'FEET WEST OF A SOUTHEAST FENCE CORNER, 55 FEET WEST OF CENTER
 FJ1272'LINE OF STATE HIGHWAY 48.  FROM STATION GO NORTHEAST TO STATE
 FJ1272'HIGHWAY 48, THENCE NORTH 0.1 MILE TO SCHOOL.
 FJ1272'
 FJ1272'ALL MARKS PROJECT ABOUT 12 INCHES.
 FJ1272'
 FJ1272'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 FJ1272'DESCRIBED.
 FJ1272'
 FJ1272'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 FJ1272
 FJ1272                          STATION RECOVERY (1957)
 FJ1272
 FJ1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1272'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FJ1272'DIFFERENCES WERE NOTED IN THE DESCRIPTION TO REACH THE STATION,
 FJ1272'AND IN THE OBSERVED DIRECTION TO REFERENCE MARK 2.  HIGHWAY 48
 FJ1272'IS NOW STATE HIGHWAY 99.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 FJ1272'
 FJ1272'THE STATION IS ON THE NORTHEAST END OF A TIMBERED RIDGE, ABOUT
 FJ1272'3-1/2 MILES SOUTH-SOUTHWEST OF ARLINGTON, 3 MILES NORTH-NORTHWEST
 FJ1272'OF PRAGUE AND 0.35 MILE WEST OF STATE HIGHWAY 99.  IT IS ON
 FJ1272'THE PROPERTY OF DR. DAVIS OF STROUD AND IN THE NORTHEAST 1/4
 FJ1272'OF SECTION 8, T12N, R6E.
 FJ1272'
 FJ1272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 FJ1272'AND STATE HIGHWAY 99 IN PRAGUE, GO NORTH ON HIGHWAY 99 FOR 3.25
 FJ1272'MILES TO A SIDE ROAD ON THE LEFT 0.1 MILE BEFORE REACHING
 FJ1272'THE EDMUNSON SCHOOL (TO REACH THE AZIMUTH MARK FROM THE
 FJ1272'SIDE ROAD, CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO A
 FJ1272'GATE AND THE EDMUNSON SCHOOL ON THE LEFT AND THE AZIMUTH MARK
 FJ1272'AS DESCRIBED), TURN LEFT ON THE SIDE ROAD AND GO WEST FOR 0.05
 FJ1272'MILE TO A GATE ON THE LEFT, TURN LEFT THROUGH THE GATE AND GO
 FJ1272'SOUTHWEST FOR ABOUT 80 FEET TO A GATE IN A NORTH-SOUTH FENCE,
 FJ1272'PASS THROUGH THE GATE AND GO WEST ALONG THE SOUTH SIDE OF A
 FJ1272'FENCE FOR 0.3 MILE, TURN LEFT AND GO SOUTH ACROSS PASTURE LAND
 FJ1272'FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 FJ1272'
 FJ1272'THE STATION MARKS ARE STAMPED DAVIS 1935.  THE SURFACE DISK
 FJ1272'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1272'1 INCH.  IT IS 15 FEET NORTH-NORTHEAST OF A TRIANGULAR-BLAZED,
 FJ1272'15-INCH TREE (BLAZED ON NORTH SIDE).  A WHITE POST WAS SET
 FJ1272'2 FEET SOUTHEAST OF THE MARK.  THE UNDERGROUND DISK IS SET
 FJ1272'IN AN IRREGULAR MASS OF CONCRETE, DEPTH UNKNOWN.
 FJ1272'
 FJ1272'REFERENCE MARK 1 IS STAMPED DAVIS NO 1 1935 AND THE MARK
 FJ1272'PROJECTS 4 INCHES.  IT IS 93 FEET WEST-SOUTHWEST OF THE BLAZED
 FJ1272'TREE.
 FJ1272'
 FJ1272'REFERENCE MARK 2 IS STAMPED DAVIS NO 2 1935 AND THE MARK PROJECTS
 FJ1272'10 INCHES.  IT IS 101 FEET NORTHWEST OF THE BLAZED TREE.
 FJ1272'
 FJ1272'THE AZIMUTH MARK IS STAMPED DAVIS 1935 AND THE MARK PROJECTS
 FJ1272'5 INCHES.  IT IS 186 FEET NORTHEAST OF THE NORTHEAST CORNER
 FJ1272'OF THE SCHOOLHOUSE, 47 FEET NORTH-NORTHWEST OF THE CENTER
 FJ1272'OF THE GATE, 63 FEET EAST OF THE CENTER OF THE HIGHWAY, 9
 FJ1272'FEET WEST OF A T-FENCE CORNER AND 2 FEET SOUTH OF A FENCE.
 FJ1272'A WHITE POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 FJ1272'
 FJ1272'ALL MARKS ARE STANDARD DISKS.
 FJ1272'
 FJ1272'HEIGHT OF LIGHT 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0847 ***********************************************************************
 EL0847  DESIGNATION -  DAVIS MUNICIPAL TANK
 EL0847  PID         -  EL0847
 EL0847  STATE/COUNTY-  OK/MURRAY
 EL0847  COUNTRY     -  US
 EL0847  USGS QUAD   -  DAVIS (2018)
 EL0847
 EL0847                         *CURRENT SURVEY CONTROL
 EL0847  ______________________________________________________________________
 EL0847* NAD 83(1993) POSITION- 34 30 26.12833(N) 097 06 54.79858(W)   ADJUSTED
 EL0847  ______________________________________________________________________
 EL0847  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 EL0847  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 EL0847  HORZ ORDER      -  THIRD
 EL0847
 EL0847.The horizontal coordinates were established by classical geodetic methods
 EL0847.and adjusted by the National Geodetic Survey in November 1994.
 EL0847
 EL0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0847.GEOID18 height accuracy estimate available here.
 EL0847
 EL0847.Click photographs - Photos may exist for this station.
 EL0847
 EL0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0847
 EL0847. The following values were computed from the NAD 83(1993) position.
 EL0847
 EL0847;                    North         East     Units Scale Factor Converg.
 EL0847;SPC OK S     -   130,571.495   681,244.796   MT  0.99993684   +0 30 08.0
 EL0847;SPC OK S     -   428,383.31  2,235,050.63   sFT  0.99993684   +0 30 08.0
 EL0847;UTM  14      - 3,820,014.620   673,025.026   MT  0.99996902   +1 04 04.8
 EL0847
 EL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7302520014(NAD 83)
 EL0847
 EL0847                          SUPERSEDED SURVEY CONTROL
 EL0847
 EL0847  NAD 83(1986)-  34 30 26.13340(N)    097 06 54.78855(W) AD(       ) 3
 EL0847  NAD 27      -  34 30 25.81900(N)    097 06 53.71700(W) AD(       ) 3
 EL0847
 EL0847.Superseded values are not recommended for survey control.
 EL0847
 EL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0847.See file dsdata.pdf to determine how the superseded data were derived.
 EL0847
 EL0847_MARKER: 53 = ELEVATED TANK
 EL0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0847+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2009
 EL0847
 EL0847  HISTORY     - Date     Condition        Report By
 EL0847  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0847  HISTORY     - 20040819 GOOD             USPSQD
 EL0847  HISTORY     - 20091212 GOOD             GEOCAC
 EL0847
 EL0847                          STATION DESCRIPTION
 EL0847
 EL0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0847'THE STATION IS LOCATED IN THE NORTHEASTERN SECTION OF DAVIS AT
 EL0847'THE NORTHEAST ANGLE FORMED BY THE INTERSECTION OF EAST BENTON
 EL0847'AND NORTH 7TH. STREETS.  THE TANK HAS A CONICAL ROOF AND IS
 EL0847'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.  IT HAS AN APPROXIMATE
 EL0847'OVERALL HEIGHT OF 105 FEET.
 EL0847'
 EL0847'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0847
 EL0847                          STATION RECOVERY (2004)
 EL0847
 EL0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 EL0847'RECOVERED IN GOOD CONDITION.
 EL0847
 EL0847                          STATION RECOVERY (2009)
 EL0847
 EL0847'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0305 ***********************************************************************
 EL0305  DESIGNATION -  DAVIS=858
 EL0305  PID         -  EL0305
 EL0305  STATE/COUNTY-  OK/MURRAY
 EL0305  COUNTRY     -  US
 EL0305  USGS QUAD   -  DAVIS (2018)
 EL0305
 EL0305                         *CURRENT SURVEY CONTROL
 EL0305  ______________________________________________________________________
 EL0305* NAD 83(1986) POSITION- 34 30 22.     (N) 097 07 25.     (W)   SCALED
 EL0305* NAVD 88 ORTHO HEIGHT -   256.381 (meters)      841.14  (feet) ADJUSTED
 EL0305  ______________________________________________________________________
 EL0305  GEOID HEIGHT    -        -25.283 (meters)                     GEOID18
 EL0305  DYNAMIC HEIGHT  -        256.129 (meters)      840.32  (feet) COMP
 EL0305  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 EL0305
 EL0305  VERT ORDER      -  SECOND    CLASS 0
 EL0305
 EL0305.The horizontal coordinates were scaled from a map and have
 EL0305.an estimated accuracy of +/- 6 seconds.
 EL0305
 EL0305.The orthometric height was determined by differential leveling and
 EL0305.adjusted by the NATIONAL GEODETIC SURVEY
 EL0305.in June 1991.
 EL0305
 EL0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0305.GEOID18 height accuracy estimate available here.
 EL0305
 EL0305.Click photographs - Photos may exist for this station.
 EL0305
 EL0305.The dynamic height is computed by dividing the NAVD 88
 EL0305.geopotential number by the normal gravity value computed on the
 EL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0305.degrees latitude (g = 980.6199 gals.).
 EL0305
 EL0305.The modeled gravity was interpolated from observed gravity values.
 EL0305
 EL0305;                    North         East    Units  Estimated Accuracy
 EL0305;SPC OK S     -   130,440.      680,480.      MT  (+/- 180 meters Scaled)
 EL0305
 EL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD722198(NAD 83)
 EL0305
 EL0305                          SUPERSEDED SURVEY CONTROL
 EL0305
 EL0305  NGVD 29 (??/??/92)  256.314  (m)          840.92   (f) ADJ UNCH    2 0
 EL0305
 EL0305.Superseded values are not recommended for survey control.
 EL0305
 EL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0305.See file dsdata.pdf to determine how the superseded data were derived.
 EL0305
 EL0305_MARKER: P = PIPE CAP
 EL0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0305_MARK LOGO: USGS
 EL0305_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0305
 EL0305  HISTORY     - Date     Condition        Report By
 EL0305  HISTORY     - UNK      MONUMENTED       USGS
 EL0305  HISTORY     - 1934     GOOD             CGS
 EL0305  HISTORY     - 20210324 MARK NOT FOUND   OKDOT
 EL0305
 EL0305                          STATION DESCRIPTION
 EL0305
 EL0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0305'AT DAVIS.
 EL0305'AT DAVIS, ABOUT 0.25 MILE NORTH OF, AT THE INTERSECTION OF THE
 EL0305'INDIAN BASE LINE WITH LINE OF TELEGRAPH POLES ADJACENT TO THE
 EL0305'RAILROAD ABOUT 28 FEET WEST OF THE CENTER OF THE TRACK, 48 FEET
 EL0305'NORTH OF THE TENTH TELEGRAPH POLE NORTH OF MILE POST 478, IRON
 EL0305'POST.
 EL0305
 EL0305                          STATION RECOVERY (2021)
 EL0305
 EL0305'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0244 ***********************************************************************
 FK0244  DESIGNATION -  DAWSON
 FK0244  PID         -  FK0244
 FK0244  STATE/COUNTY-  OK/DEWEY
 FK0244  COUNTRY     -  US
 FK0244  USGS QUAD   -  PUTNAM NW (2018)
 FK0244
 FK0244                         *CURRENT SURVEY CONTROL
 FK0244  ______________________________________________________________________
 FK0244* NAD 83(1993) POSITION- 35 56 59.57154(N) 098 58 26.40825(W)   ADJUSTED
 FK0244* NAVD 88 ORTHO HEIGHT -   619.907 (meters)     2033.81  (feet) ADJUSTED
 FK0244  ______________________________________________________________________
 FK0244  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 FK0244  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 FK0244  DYNAMIC HEIGHT  -        619.291 (meters)     2031.79  (feet) COMP
 FK0244  MODELED GRAVITY -    979,618.6   (mgal)                       NAVD 88
 FK0244
 FK0244  HORZ ORDER      -  FIRST
 FK0244  VERT ORDER      -  SECOND    CLASS 0
 FK0244
 FK0244.The horizontal coordinates were established by classical geodetic methods
 FK0244.and adjusted by the National Geodetic Survey in November 1994.
 FK0244
 FK0244.The orthometric height was determined by differential leveling and
 FK0244.adjusted by the NATIONAL GEODETIC SURVEY
 FK0244.in June 1991.
 FK0244
 FK0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0244.GEOID18 height accuracy estimate available here.
 FK0244
 FK0244.Click photographs - Photos may exist for this station.
 FK0244
 FK0244.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0244
 FK0244.The dynamic height is computed by dividing the NAVD 88
 FK0244.geopotential number by the normal gravity value computed on the
 FK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0244.degrees latitude (g = 980.6199 gals.).
 FK0244
 FK0244.The modeled gravity was interpolated from observed gravity values.
 FK0244
 FK0244. The following values were computed from the NAD 83(1993) position.
 FK0244
 FK0244;                    North         East     Units Scale Factor Converg.
 FK0244;SPC OK N     -   105,832.483   512,130.469   MT  0.99995258   -0 34 29.3
 FK0244;SPC OK N     -   347,218.74  1,680,214.71   sFT  0.99995258   -0 34 29.3
 FK0244;UTM  14      - 3,978,389.857   502,344.593   MT  0.99960007   +0 00 54.9
 FK0244
 FK0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0244!SPC OK N     -   0.99990707  x   0.99995258  =   0.99985965
 FK0244!UTM  14      -   0.99990707  x   0.99960007  =   0.99950717
 FK0244
 FK0244:                Primary Azimuth Mark                     Grid Az
 FK0244:SPC OK N     -  DAWSON AZ MK                             179 21 28.7
 FK0244:UTM  14      -  DAWSON AZ MK                             178 46 04.5
 FK0244
 FK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0234478389(NAD 83)
 FK0244
 FK0244|---------------------------------------------------------------------|
 FK0244| PID    Reference Object                     Distance      Geod. Az  |
 FK0244|                                                           dddmmss.s |
 FK0244| FK0566 PUTNAM CHRISTIAN CHURCH SPIRE       APPROX.10.3 KM 1764641.0 |
 FK0244| FK0565 PUTNAM METHODIST CHURCH SPIRE       APPROX.10.3 KM 1772357.4 |
 FK0244| CK8494 DAWSON AZ MK                                       1784659.4 |
 FK0244| FK0245 DAWSON RM 1                          14.597 METERS 23502     |
 FK0244| FK0243 DAWSON RM 2                          15.487 METERS 32332     |
 FK0244|---------------------------------------------------------------------|
 FK0244
 FK0244                          SUPERSEDED SURVEY CONTROL
 FK0244
 FK0244  NAD 83(1986)-  35 56 59.57324(N)    098 58 26.39357(W) AD(       ) 1
 FK0244  NAD 27      -  35 56 59.41745(N)    098 58 25.04776(W) AD(       ) 1
 FK0244  NGVD 29 (??/??/92)  619.665  (m)         2033.02   (f) ADJ UNCH    2 0
 FK0244  NGVD 29             619.66   (m)         2033.0    (f) LEVELING    3  
 FK0244
 FK0244.Superseded values are not recommended for survey control.
 FK0244
 FK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0244.See file dsdata.pdf to determine how the superseded data were derived.
 FK0244
 FK0244_MARKER: DS = TRIANGULATION STATION DISK
 FK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0244_STAMPING: DAWSON 1934
 FK0244_MARK LOGO: CGS
 FK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0244+STABILITY: SURFACE MOTION
 FK0244
 FK0244  HISTORY     - Date     Condition        Report By
 FK0244  HISTORY     - 1934     MONUMENTED       CGS
 FK0244  HISTORY     - 1935     GOOD             CGS
 FK0244  HISTORY     - 1960     GOOD             CGS
 FK0244  HISTORY     - 1969     GOOD             CGS
 FK0244
 FK0244                          STATION DESCRIPTION
 FK0244
 FK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0244'STATION IS LOCATED IN SEC. 14, 100 YARDS WEST OF CENTER OF THE
 FK0244'EAST SIDE, T. 17 N., R. 17 W., ABOUT 6-1/2 MILES SOUTH OF
 FK0244'TALOGA.  MARK IS SET 12 FEET WEST OF EDGE OF DEEP CUT ON A
 FK0244'HIGH BANK BETWEEN THE OLD AND THE NEW ROADS.
 FK0244'
 FK0244'TO REACH STATION FROM COURTHOUSE IN TALOGA, GO SOUTH ON STATE
 FK0244'HIGHWAY 14 FOR 6.2 MILES TO HIGH BANK AND STATION ON RIGHT
 FK0244'SIDE OF ROAD.
 FK0244'
 FK0244'REFERENCE MARK NO.1 IS SET 43-1/2 FEET WEST OF EDGE OF DEEP
 FK0244'CUT, BETWEEN OLD AND NEW ROADS.
 FK0244'
 FK0244'REFERENCE MARK NO.2 IS SET 42 FEET WEST OF EDGE OF DEEP
 FK0244'CUT BETWEEN OLD AND NEW ROADS.
 FK0244'
 FK0244'AZIMUTH MARK IS SET 83 FEET WEST OF CENTERLINE OF STATE
 FK0244'HIGHWAY 14, 5 FEET WEST OF NORTH-SOUTH FENCE.  TO REACH FROM
 FK0244'STATION GO 0.8 MILE SOUTH ON STATE HIGHWAY 14, TO HIGH BANK AND
 FK0244'MARK ON RIGHT.
 FK0244'
 FK0244'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FK0244'BRONZE DISKS SET IN CONCRETE.
 FK0244'
 FK0244'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 FK0244
 FK0244                          STATION RECOVERY (1935)
 FK0244
 FK0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FK0244'6.4 MI S FROM TALOGA.
 FK0244'6.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0244'TALOGA, DEWEY COUNTY, 100 YARDS WEST OF THE CENTER OF THE EAST
 FK0244'SIDE OF SEC. 14, T 17 N., R 17 W., 48 FEET WEST OF THE CENTERLINE
 FK0244'OF THE HIGHWAY, ON A HIGH BANK BETWEEN THE OLD AND NEW ROADS,
 FK0244'12 FEET WEST OF THE EDGE OF A DEEP CUT, AND 20 FEET HIGHER THAN
 FK0244'THE HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK AND SET IN
 FK0244'THE TOP OF A CONCRETE POST.
 FK0244
 FK0244                          STATION RECOVERY (1960)
 FK0244
 FK0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 FK0244'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FK0244'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE TO
 FK0244'REACH IS ADEQUATE.
 FK0244
 FK0244                          STATION RECOVERY (1969)
 FK0244
 FK0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FK0244'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED IN
 FK0244'GOOD CONDITION AS DESCRIBED.  ADDITIONAL INFORMATION INCLUDE ALL
 FK0244'MARKS HAVE STANDARD STAMPING AND PROJECT 2 INCHES ABOVE THE SURFACE
 FK0244'OF THE GROUND.  THE STATION IS SET 10 FEET EAST OF A NORTH-SOUTH
 FK0244'FENCE AND 50 FEET SOUTH OF A TELEPHONE POLE.
 FK0244'
 FK0244'ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0245 ***********************************************************************
 FK0245  DESIGNATION -  DAWSON RM 1
 FK0245  PID         -  FK0245
 FK0245  STATE/COUNTY-  OK/DEWEY
 FK0245  COUNTRY     -  US
 FK0245  USGS QUAD   -  PUTNAM NW (2018)
 FK0245
 FK0245                         *CURRENT SURVEY CONTROL
 FK0245  ______________________________________________________________________
 FK0245* NAD 83(1986) POSITION- 35 56 59.30   (N) 098 58 26.89   (W)   HD_HELD1
 FK0245* NAVD 88 ORTHO HEIGHT -   619.127 (meters)     2031.25  (feet) ADJUSTED
 FK0245  ______________________________________________________________________
 FK0245  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 FK0245  DYNAMIC HEIGHT  -        618.511 (meters)     2029.23  (feet) COMP
 FK0245  MODELED GRAVITY -    979,618.6   (mgal)                       NAVD 88
 FK0245
 FK0245  VERT ORDER      -  SECOND    CLASS 0
 FK0245
 FK0245.The horizontal coordinates were determined by differentially corrected
 FK0245.hand held GPS observations or other comparable positioning techniques
 FK0245.and have an estimated accuracy of +/- 3 meters.
 FK0245
 FK0245.The orthometric height was determined by differential leveling and
 FK0245.adjusted by the NATIONAL GEODETIC SURVEY
 FK0245.in June 1991.
 FK0245
 FK0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0245.GEOID18 height accuracy estimate available here.
 FK0245
 FK0245.Click photographs - Photos may exist for this station.
 FK0245
 FK0245.The dynamic height is computed by dividing the NAVD 88
 FK0245.geopotential number by the normal gravity value computed on the
 FK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0245.degrees latitude (g = 980.6199 gals.).
 FK0245
 FK0245.The modeled gravity was interpolated from observed gravity values.
 FK0245
 FK0245;                    North         East    Units  Estimated Accuracy
 FK0245;SPC OK N     -   105,824.2     512,118.3     MT  (+/- 3 meters HH1 GPS) 
 FK0245
 FK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0233278381(NAD 83)
 FK0245
 FK0245                          SUPERSEDED SURVEY CONTROL
 FK0245
 FK0245  NGVD 29 (??/??/92)  618.885  (m)         2030.46   (f) ADJ UNCH    2 0
 FK0245
 FK0245.Superseded values are not recommended for survey control.
 FK0245
 FK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0245.See file dsdata.pdf to determine how the superseded data were derived.
 FK0245
 FK0245_MARKER: DR = REFERENCE MARK DISK
 FK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0245_STAMPING: DAWSON NO 1 1934
 FK0245_MARK LOGO: CGS
 FK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0245+STABILITY: SURFACE MOTION
 FK0245
 FK0245  HISTORY     - Date     Condition        Report By
 FK0245  HISTORY     - 1934     MONUMENTED       CGS
 FK0245  HISTORY     - 1935     GOOD             CGS
 FK0245
 FK0245                          STATION DESCRIPTION
 FK0245
 FK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0245'6.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0245'TALOGA, DEWEY COUNTY, 90 FEET WEST OF THE CENTERLINE OF THE
 FK0245'HIGHWAY, 48 FEET SOUTHWEST OF TRIANGULATION STATION DAWSON,
 FK0245'DESCRIBED ABOVE, 43-1/2 FEET WEST OF THE EDGE OF A DEEP CUT,
 FK0245'AND 20 FEET HIGHER THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK
 FK0245'DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0243 ***********************************************************************
 FK0243  DESIGNATION -  DAWSON RM 2
 FK0243  PID         -  FK0243
 FK0243  STATE/COUNTY-  OK/DEWEY
 FK0243  COUNTRY     -  US
 FK0243  USGS QUAD   -  PUTNAM NW (2018)
 FK0243
 FK0243                         *CURRENT SURVEY CONTROL
 FK0243  ______________________________________________________________________
 FK0243* NAD 83(1986) POSITION- 35 56 59.98   (N) 098 58 26.78   (W)   HD_HELD1
 FK0243* NAVD 88 ORTHO HEIGHT -   619.061 (meters)     2031.04  (feet) ADJUSTED
 FK0243  ______________________________________________________________________
 FK0243  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 FK0243  DYNAMIC HEIGHT  -        618.445 (meters)     2029.02  (feet) COMP
 FK0243  MODELED GRAVITY -    979,618.6   (mgal)                       NAVD 88
 FK0243
 FK0243  VERT ORDER      -  SECOND    CLASS 0
 FK0243
 FK0243.The horizontal coordinates were determined by differentially corrected
 FK0243.hand held GPS observations or other comparable positioning techniques
 FK0243.and have an estimated accuracy of +/- 3 meters.
 FK0243
 FK0243.The orthometric height was determined by differential leveling and
 FK0243.adjusted by the NATIONAL GEODETIC SURVEY
 FK0243.in June 1991.
 FK0243
 FK0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0243.GEOID18 height accuracy estimate available here.
 FK0243
 FK0243.Click photographs - Photos may exist for this station.
 FK0243
 FK0243.The dynamic height is computed by dividing the NAVD 88
 FK0243.geopotential number by the normal gravity value computed on the
 FK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0243.degrees latitude (g = 980.6199 gals.).
 FK0243
 FK0243.The modeled gravity was interpolated from observed gravity values.
 FK0243
 FK0243;                    North         East    Units  Estimated Accuracy
 FK0243;SPC OK N     -   105,845.2     512,121.3     MT  (+/- 3 meters HH1 GPS) 
 FK0243
 FK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0233578402(NAD 83)
 FK0243
 FK0243                          SUPERSEDED SURVEY CONTROL
 FK0243
 FK0243  NGVD 29 (??/??/92)  618.819  (m)         2030.24   (f) ADJ UNCH    2 0
 FK0243
 FK0243.Superseded values are not recommended for survey control.
 FK0243
 FK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0243.See file dsdata.pdf to determine how the superseded data were derived.
 FK0243
 FK0243_MARKER: DR = REFERENCE MARK DISK
 FK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0243_STAMPING: DAWSON NO 2 1934
 FK0243_MARK LOGO: CGS
 FK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0243+STABILITY: SURFACE MOTION
 FK0243
 FK0243  HISTORY     - Date     Condition        Report By
 FK0243  HISTORY     - 1934     MONUMENTED       CGS
 FK0243  HISTORY     - 1935     GOOD             CGS
 FK0243
 FK0243                          STATION DESCRIPTION
 FK0243
 FK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0243'6.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0243'TALOGA, DEWEY COUNTY, 86 FEET WEST OF THE CENTERLINE OF THE
 FK0243'HIGHWAY, 51 FEET NORTHWEST OF TRIANGULATION STATION DAWSON,
 FK0243'DESCRIBED BELOW, 42 FEET WEST OF THE EDGE OF A DEEP CUT, AND
 FK0243'20 FEET HIGHER THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK
 FK0243'DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1044 ***********************************************************************
 EM1044  DESIGNATION -  DAY
 EM1044  PID         -  EM1044
 EM1044  STATE/COUNTY-  OK/HARMON
 EM1044  COUNTRY     -  US
 EM1044  USGS QUAD   -  SHREWDER (2018)
 EM1044
 EM1044                         *CURRENT SURVEY CONTROL
 EM1044  ______________________________________________________________________
 EM1044* NAD 83(1993) POSITION- 34 46 59.92007(N) 099 50 56.84502(W)   ADJUSTED
 EM1044* NAVD 88 ORTHO HEIGHT -   572.0   (meters)     1877.    (feet) VERTCON3
 EM1044  ______________________________________________________________________
 EM1044  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 EM1044  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 EM1044  HORZ ORDER      -  FIRST
 EM1044
 EM1044.The horizontal coordinates were established by classical geodetic methods
 EM1044.and adjusted by the National Geodetic Survey in November 1994.
 EM1044
 EM1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1044
 EM1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1044.GEOID18 height accuracy estimate available here.
 EM1044
 EM1044.Click photographs - Photos may exist for this station.
 EM1044
 EM1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1044
 EM1044. The following values were computed from the NAD 83(1993) position.
 EM1044
 EM1044;                    North         East     Units Scale Factor Converg.
 EM1044;SPC OK S     -   162,387.301   430,772.387   MT  0.99994196   -1 02 58.5
 EM1044;SPC OK S     -   532,765.67  1,413,292.41   sFT  0.99994196   -1 02 58.5
 EM1044;SPC TX N     - 1,088,160.546   351,090.408   MT  0.99997177   +0 57 24.3
 EM1044;SPC TX N     - 3,570,073.39  1,151,869.11   sFT  0.99997177   +0 57 24.3
 EM1044;UTM  14      - 3,849,341.943   422,311.355   MT  0.99967439   -0 29 03.9
 EM1044
 EM1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1044!SPC OK S     -   0.99991457  x   0.99994196  =   0.99985654
 EM1044!SPC TX N     -   0.99991457  x   0.99997177  =   0.99988635
 EM1044!UTM  14      -   0.99991457  x   0.99967439  =   0.99958899
 EM1044
 EM1044:                Primary Azimuth Mark                     Grid Az
 EM1044:SPC OK S     -  DAY AZ MK                                087 23 51.8
 EM1044:SPC TX N     -  DAY AZ MK                                085 23 29.0
 EM1044:UTM  14      -  DAY AZ MK                                086 49 57.2
 EM1044
 EM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2231149341(NAD 83)
 EM1044
 EM1044|---------------------------------------------------------------------|
 EM1044| PID    Reference Object                     Distance      Geod. Az  |
 EM1044|                                                           dddmmss.s |
 EM1044| CX7056 DAY AZ MK                                          0862053.3 |
 EM1044| CX7057 DAY RM                              120.895 METERS 10128     |
 EM1044| CX7058 DAY RM 2                             31.347 METERS 14558     |
 EM1044| EM1031 GOULD MUNICIPAL TANK                APPROX.14.4 KM 1500343.2 |
 EM1044| CX7059 DAY RM 3                             27.699 METERS 19904     |
 EM1044| EM1040 HOLLIS WEST MUNICIPAL TANK          APPROX.13.1 KM 2110750.5 |
 EM1044|---------------------------------------------------------------------|
 EM1044
 EM1044                          SUPERSEDED SURVEY CONTROL
 EM1044
 EM1044  NAD 83(1986)-  34 46 59.92538(N)    099 50 56.83774(W) AD(       ) 1
 EM1044  NAD 27      -  34 46 59.71100(N)    099 50 55.47400(W) AD(       ) 1
 EM1044  USSD        -  34 46 59.65300(N)    099 50 55.85500(W) AD(       ) 3
 EM1044  NGVD 29 (07/19/86)  571.7    (m)         1876.     (f) VERT ANG       
 EM1044
 EM1044.Superseded values are not recommended for survey control.
 EM1044
 EM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1044.See file dsdata.pdf to determine how the superseded data were derived.
 EM1044
 EM1044_MARKER: DS = TRIANGULATION STATION DISK
 EM1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1044_STAMPING: DAY 1923
 EM1044_MARK LOGO: CGS
 EM1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1044+STABILITY: SURFACE MOTION
 EM1044
 EM1044  HISTORY     - Date     Condition        Report By
 EM1044  HISTORY     - 1923     MONUMENTED       CGS
 EM1044  HISTORY     - 1934     GOOD             CGS
 EM1044  HISTORY     - 1936     GOOD             CGS
 EM1044  HISTORY     - 1948     GOOD             CGS
 EM1044  HISTORY     - 1961     GOOD             CGS
 EM1044  HISTORY     - 1963     GOOD             CGS
 EM1044  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 EM1044
 EM1044                          STATION DESCRIPTION
 EM1044
 EM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1044'STATION IS 3-1/2 MILES E AND 7 MILES N OF HOLLIS, ON THE N
 EM1044'SIDE OF THE ROADWAY, ON S SIDE OF THE SE 1/4 SEC. 29, T 4 N,
 EM1044'R 25 W, ON LAND BELONGING TO WILLIAM DAY, 120 METERS (394 FEET)
 EM1044'W OF HIS HOUSE (MAGNETIC BEARING OF HOUSE FROM STATION BEING
 EM1044'75 DEG), AND ABOUT 125 METERS (410 FEET) E OF SW CORNER OF
 EM1044'THE 1/4 SEC.  MR. DAYS WINDMILL IS 112 METERS (367 FEET)
 EM1044'FROM STATION ON MAGNETIC BEARING 80 DEG.  STATION IS ON SMALL
 EM1044'SAND RIDGE WHICH IS COVERED WITH SMALL LIVE OAK BRUSH.  SAND
 EM1044'DRIFTS BADLY AND MAY COVER STATION IN SHORT TIME.
 EM1044'
 EM1044'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM1044'DISKS SET IN CONCRETE.
 EM1044'
 EM1044'REFERENCE MARK IS DUE S OF DAYS HOUSE, AND 120.895 METERS
 EM1044'(396.64 FEET) FROM STATION, S 78 DEG 31 MIN 56 SEC E.
 EM1044'
 EM1044'ELEVATION OF STATION, 571.7 METERS (1,876 FEET).
 EM1044
 EM1044                          STATION RECOVERY (1934)
 EM1044
 EM1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1044'RECOVERED IN GOOD CONDITION.  STATION IS ABOUT 7 MILES N AND
 EM1044'4 MILES E OF HOLLIS ON LAND OWNED BY J.L. WILLIS AND OCCUPIED
 EM1044'BY J.W. MC GEE, TENANT.  REFERENCE MARK RECOVERED ABOUT 10
 EM1044'INCHES BELOW SURFACE IN SAND DRIFT ABOUT 111 FEET S OF SW
 EM1044'CORNER AND IN LINE WITH W END OF HOUSE ON WILLISS LAND.
 EM1044
 EM1044                          STATION RECOVERY (1936)
 EM1044
 EM1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM1044'STATION MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 EM1044
 EM1044                          STATION RECOVERY (1948)
 EM1044
 EM1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1044'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 EM1044'THE STATION MARK WAS COVERED BY 2.5 FEET OF DRIFT SAND AND THE
 EM1044'REFERENCE MARK WAS FOUND UNDER A COW SHED.  THE REFERENCE
 EM1044'MARK WAS DESTROYED AND TWO REFERENCE MARKS AND AN AZIMUTH MARK
 EM1044'WERE ESTABLISHED AT THE STATION.  A COMPLETE DESCRIPTION FOLLOWS.
 EM1044'
 EM1044'STATION IS LOCATED 7 MILES NORTH AND 3.5 MILES EAST OF HOLLIS
 EM1044'ON THE SUMMIT OF A LOW SAND RIDGE RUNNING PARALLEL TO AN
 EM1044'UNIMPROVED SECTION LINE ROAD.  THE MARK, STAMPED DAY 1923, IS
 EM1044'0.1 MILES WEST OF A FARM HOUSE, 62 FEET NORTH OF THE CENTER
 EM1044'OF A TRACK ROAD, 11.3 FEET SOUTH OF AN EAST-WEST FENCE, 5.2
 EM1044'FEET EAST OF A WITNESS POST, AND 2.5 FEET BELOW THE SURFACE
 EM1044'OF THE SAND RIDGE.
 EM1044'
 EM1044'REFERENCE MARK NO. 2, STAMPED DAY NO 2 1948, IS 27 FEET SOUTH
 EM1044'OF THE CENTER OF AN EAST-WEST TRACK ROAD, 1 FOOT NORTH OF AN
 EM1044'EAST-WEST FENCE AND PROJECTS 5 INCHES.
 EM1044'
 EM1044'REFERENCE MARK NO. 3, STAMPED DAY NO 3 1948, IS 24 FEET SOUTH
 EM1044'OF THE CENTER OF AN EAST-WEST TRACK ROAD, 1 FOOT NORTH OF
 EM1044'AN EAST-WEST FENCE AND PROJECTS 3 INCHES.
 EM1044'
 EM1044'THE AZIMUTH MARK, STAMPED DAY 1948, IS SET ON THE SUMMIT OF A
 EM1044'SAND RIDGE RUNNING PARALLEL TO A NORTH-SOUTH SECTION LINE
 EM1044'ROAD.  THE MARK IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 EM1044'SECTION LINE ROAD, 235 FEET NORTH OF THE CENTER OF AN EAST-WEST
 EM1044'SECTION LINE ROAD, 1 FOOT NORTH OF A WITNESS POST AND PROJECTS 5
 EM1044'INCHES.  NOTE--DRIFTSAND WILL PROBABLY COVER THE MARK
 EM1044'IN A SHORT TIME.
 EM1044'
 EM1044'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GOULD,
 EM1044'GO WEST ON U.S. HIGHWAY NO. 62 FOR 4.25 MILES TO A CROSSROAD.
 EM1044'TURN RIGHT, NORTH, AND GO 6 MILES TO A CROSSROAD.  TURN RIGHT,
 EM1044'EAST, AND GO 0.05 MILE TO A T ROAD.  TURN LEFT, NORTH, AND
 EM1044'GO 1.1 MILE TO AN UNIMPROVED SECTION LINE ROAD*WEST.  TURN LEFT,
 EM1044'WEST, AND GO 0.45 MILE TO THE STATION ON THE RIGHT, NORTH,
 EM1044'SIDE OF ROAD ALONG FENCE LINE.
 EM1044'
 EM1044'*AZIMUTH MARK IS 235 FEET NORTH OF UNIMPROVED SECTION LINE ROAD
 EM1044'ALONG WEST SIDE OF NORTH-SOUTH SECTION LINE ROAD.
 EM1044'
 EM1044'A 4 FOOT SIGNAL AT STATION VINSON 1921 IS VISIBLE AT 4 FEET.
 EM1044'
 EM1044'A 4 FOOT SIGNAL AT STATION FRANCIS IS VISIBLE AT 4 FEET.
 EM1044'
 EM1044'A 74 FOOT SIGNAL AT STATION KERBO IS VISIBLE AT 4 FEET.
 EM1044'
 EM1044'A 4 FOOT SIGNAL AT STATION RUSSELL IS VISIBLE AT 4 FEET.
 EM1044'
 EM1044'A 4 FOOT SIGNAL AT STATION GOULD 1923 IS VISIBLE AT 4 FEET.
 EM1044'
 EM1044'A 4 FOOT SIGNAL AT STATION LEBOS IS VISIBLE AT 4 FEET.
 EM1044
 EM1044                          STATION RECOVERY (1961)
 EM1044
 EM1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1044'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EM1044'FOUND IN GOOD CONDITION AND NO SIGN OF ANY DISTURBANCE.
 EM1044'A NEW DESCRIPTION FOLLOWS.
 EM1044'
 EM1044'THE STATION IS ABOUT 9 MILES NORTH-NORTHWEST OF GOULD, 8
 EM1044'MILES NORTH-NORTHEAST OF HOLLIS AND 3-1/2 MILES EAST OF STATE
 EM1044'ROUTE 30.  IT IS ON A LOW SANDY RIDGE RUNNING EAST AND WEST
 EM1044'AND ON PROPERTY OWNED BY MR. A.L. GAMBLE.  IT IS 62 FEET NORTH
 EM1044'OF THE CENTER OF AN OLD SECTION LINE ROAD, 11 FEET SOUTH OF A
 EM1044'FENCE AND 4.5 FEET WEST OF A WITNESS POST.  THE CONCRETE
 EM1044'MONUMENT IS 2.3 FEET BELOW THE SURFACE OF THE GROUND AND THE
 EM1044'DISK IS STAMPED DAY 1923.
 EM1044'
 EM1044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM1044'STATE ROUTE 30 IN HOLLIS, GO NORTH ON ROUTE 30 FOR 7 MILES TO A
 EM1044'CROSSROAD.  TURN RIGHT AND GO EAST FOR 3.65 MILES TO THE
 EM1044'STATION ON THE LEFT, NORTH, SIDE OF THE ROAD.  CONTINUE AHEAD FOR
 EM1044'0.15 MILE TO A FENCE CORNER ON THE RIGHT AND AN ENTRANCE
 EM1044'TO A FIELD ON THE LEFT.  TURN LEFT, NORTH, AND FOLLOW THE FIELD
 EM1044'ROAD NORTH AND EAST FOR 0.35 MILE TO AN OLD FRAME HOUSE AND
 EM1044'THE AZIMUTH MARK AS DESCRIBED.
 EM1044'
 EM1044'REFERENCE MARK 2 IS 101.0 FEET SOUTH-SOUTHEAST OF THE WITNESS
 EM1044'POST, 28 FEET SOUTH OF THE CENTER OF THE OLD ROAD AND 1 FOOT
 EM1044'NORTH OF A FENCE.  THE MONUMENT PROJECTS 0.3 FOOT AND THE DISK
 EM1044'IS STAMPED DAY NO 2 1948.
 EM1044'
 EM1044'REFERENCE MARK 3 IS 93.1 FEET SOUTH-SOUTHWEST OF THE WITNESS
 EM1044'POST, 25 FEET SOUTH OF THE CENTER OF THE OLD ROAD AND 1 FOOT
 EM1044'NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EM1044'DAY NO 3 1948.
 EM1044'
 EM1044'THE AZIMUTH MARK IS 142 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EM1044'OF AN OLD FRAME HOUSE, 34 FEET WEST OF THE CENTER OF A DIRT ROAD
 EM1044'AND 2.0 FEET NORTHEAST OF A WITNESS POST.  THE MONUMENT IS 0.4
 EM1044'FOOT BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DAY
 EM1044'1948.
 EM1044'
 EM1044'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EM1044
 EM1044                          STATION RECOVERY (1963)
 EM1044
 EM1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1044'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM1044'THE OLD FRAME HOUSE USED AS A REFERENCE TO THE AZIMUTH MARK
 EM1044'IS BEING TORN DOWN, IT IS ABOUT MIDWAY BETWEEN ROAD LEADING
 EM1044'TO THE OLD HOUSE AND THE SECTION LINE SOUTH OF THE HOUSE, ON
 EM1044'TOP OF SAND RIDGE.
 EM1044'
 EM1044'THE 1961 DESCRIPTION TO REACH IS ADEQUATE.
 EM1044
 EM1044                          STATION RECOVERY (1984)
 EM1044
 EM1044'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (PS)
 EM1044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0347 ***********************************************************************
 EM0347  DESIGNATION -  DD 37
 EM0347  PID         -  EM0347
 EM0347  STATE/COUNTY-  OK/TILLMAN
 EM0347  COUNTRY     -  US
 EM0347  USGS QUAD   -  DAVIDSON (2018)
 EM0347
 EM0347                         *CURRENT SURVEY CONTROL
 EM0347  ______________________________________________________________________
 EM0347* NAD 83(1986) POSITION- 34 14 36.89   (N) 099 04 51.08   (W)   HD_HELD1
 EM0347* NAVD 88 ORTHO HEIGHT -   357.037 (meters)     1171.38  (feet) ADJUSTED
 EM0347  ______________________________________________________________________
 EM0347  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 EM0347  DYNAMIC HEIGHT  -        356.641 (meters)     1170.08  (feet) COMP
 EM0347  MODELED GRAVITY -    979,519.3   (mgal)                       NAVD 88
 EM0347
 EM0347  VERT ORDER      -  SECOND    CLASS 0
 EM0347
 EM0347.The horizontal coordinates were determined by differentially corrected
 EM0347.hand held GPS observations or other comparable positioning techniques
 EM0347.and have an estimated accuracy of +/- 3 meters.
 EM0347
 EM0347.The orthometric height was determined by differential leveling and
 EM0347.adjusted by the NATIONAL GEODETIC SURVEY
 EM0347.in June 1991.
 EM0347
 EM0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0347.GEOID18 height accuracy estimate available here.
 EM0347
 EM0347.Click photographs - Photos may exist for this station.
 EM0347
 EM0347.The dynamic height is computed by dividing the NAVD 88
 EM0347.geopotential number by the normal gravity value computed on the
 EM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0347.degrees latitude (g = 980.6199 gals.).
 EM0347
 EM0347.The modeled gravity was interpolated from observed gravity values.
 EM0347
 EM0347;                    North         East    Units  Estimated Accuracy
 EM0347;SPC OK S     -   101,500.6     500,437.8     MT  (+/- 3 meters HH1 GPS) 
 EM0347
 EM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9255489167(NAD 83)
 EM0347
 EM0347                          SUPERSEDED SURVEY CONTROL
 EM0347
 EM0347  NGVD 29 (??/??/92)  356.902  (m)         1170.94   (f) ADJ UNCH    2 0
 EM0347
 EM0347.Superseded values are not recommended for survey control.
 EM0347
 EM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0347.See file dsdata.pdf to determine how the superseded data were derived.
 EM0347
 EM0347_MARKER: DB = BENCH MARK DISK
 EM0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0347_SP_SET: FOUNDATION
 EM0347_STAMPING: DD 37 1934
 EM0347_MARK LOGO: CGS
 EM0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0347
 EM0347  HISTORY     - Date     Condition        Report By
 EM0347  HISTORY     - 1934     MONUMENTED       CGS
 EM0347  HISTORY     - 1963     GOOD             CGS
 EM0347  HISTORY     - 1979     GOOD             USGS
 EM0347
 EM0347                          STATION DESCRIPTION
 EM0347
 EM0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0347'IN DAVIDSON.
 EM0347'AT DAVIDSON, 1 BLOCK NORTHWEST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EM0347'STATION, AT THE.  CITY WATER TOWER, AND IN THE TOP OF THE CONCRETE
 EM0347'FOUNDATION OF THE NORTHEAST LEG, ABOUT 6 INCHES HIGHER THAN THE
 EM0347'GROUND.  A STANDARD DISK, STAMPED DD 37 1934.
 EM0347
 EM0347                          STATION RECOVERY (1963)
 EM0347
 EM0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0347'RECOVERED IN GOOD CONDITION.
 EM0347
 EM0347                          STATION RECOVERY (1979)
 EM0347
 EM0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0928 ***********************************************************************
 EK0928  DESIGNATION -  DEADMAN
 EK0928  PID         -  EK0928
 EK0928  STATE/COUNTY-  OK/MCCURTAIN
 EK0928  COUNTRY     -  US
 EK0928  USGS QUAD   -  ROCKY CREEK (2018)
 EK0928
 EK0928                         *CURRENT SURVEY CONTROL
 EK0928  ______________________________________________________________________
 EK0928* NAD 83(1993) POSITION- 34 21 40.60346(N) 094 55 58.54287(W)   ADJUSTED
 EK0928* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 EK0928  ______________________________________________________________________
 EK0928  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 EK0928  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 EK0928  HORZ ORDER      -  SECOND
 EK0928
 EK0928.The horizontal coordinates were established by classical geodetic methods
 EK0928.and adjusted by the National Geodetic Survey in November 1994.
 EK0928
 EK0928.The orthometric height was scaled from a topographic map.
 EK0928
 EK0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0928.GEOID18 height accuracy estimate available here.
 EK0928
 EK0928.Click photographs - Photos may exist for this station.
 EK0928
 EK0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0928
 EK0928. The following values were computed from the NAD 83(1993) position.
 EK0928
 EK0928;                    North         East     Units Scale Factor Converg.
 EK0928;SPC OK S     -   118,308.797   882,086.176   MT  0.99994347   +1 44 27.3
 EK0928;SPC OK S     -   388,151.44  2,893,977.73   sFT  0.99994347   +1 44 27.3
 EK0928;UTM  15      - 3,803,907.716   322,245.137   MT  0.99998948   -1 05 28.5
 EK0928
 EK0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0928!SPC OK S     -   0.99995003  x   0.99994347  =   0.99989351
 EK0928!UTM  15      -   0.99995003  x   0.99998948  =   0.99993951
 EK0928
 EK0928:                Primary Azimuth Mark                     Grid Az
 EK0928:SPC OK S     -  CARTER                                   128 41 36.6
 EK0928:UTM  15      -  CARTER                                   131 31 32.4
 EK0928
 EK0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2224503907(NAD 83)
 EK0928
 EK0928|---------------------------------------------------------------------|
 EK0928| PID    Reference Object                     Distance      Geod. Az  |
 EK0928|                                                           dddmmss.s |
 EK0928| CX5709 DEADMAN RM 1                         10.759 METERS 02714     |
 EK0928| EK0923 CARTER                              APPROX.19.0 KM 1302603.9 |
 EK0928| CX5710 DEADMAN RM 2                         13.547 METERS 20942     |
 EK0928|---------------------------------------------------------------------|
 EK0928
 EK0928                          SUPERSEDED SURVEY CONTROL
 EK0928
 EK0928  NAD 83(1986)-  34 21 40.60669(N)    094 55 58.53305(W) AD(       ) 2
 EK0928  NAD 27      -  34 21 40.23700(N)    094 55 57.71200(W) AD(       ) 2
 EK0928
 EK0928.Superseded values are not recommended for survey control.
 EK0928
 EK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0928.See file dsdata.pdf to determine how the superseded data were derived.
 EK0928
 EK0928_MARKER: DS = TRIANGULATION STATION DISK
 EK0928_SETTING: 66 = SET IN ROCK OUTCROP
 EK0928_STAMPING: DEADMAN 1952
 EK0928_MARK LOGO: CGS
 EK0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0928+STABILITY: POSITION/ELEVATION WELL
 EK0928
 EK0928  HISTORY     - Date     Condition        Report By
 EK0928  HISTORY     - 1952     MONUMENTED       CGS
 EK0928
 EK0928                          STATION DESCRIPTION
 EK0928
 EK0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0928'THE STATION IS LOCATED ABOUT 6 MILES WEST OF BETHEL AND
 EK0928'3 MILES SOUTH-SOUTHWEST OF BATTIEST ON A LONG PROMINENT WOODED
 EK0928'RIDGE.  IT IS 37.5 FEET SOUTHWEST OF A TRIANGLE BLAZED PINE
 EK0928'TREE AND 37 FEET NORTHEAST OF ANOTHER TRIANGLE BLAZED PINE
 EK0928'TREE.  THE BOULDER, THE MARK IS SET IN, PROJECTS 14 INCHES
 EK0928'AND THE DISK IS STAMPED DEADMAN 1952.
 EK0928'
 EK0928'REFERENCE MARK NO. 1 IS 5 FEET WEST OF A TRIANGLE BLAZED
 EK0928'TREE.  THE BOULDER THAT THE MARK IS SET IN, PROJECTS 6 INCHES
 EK0928'AND THE DISK IS STAMPED DEADMAN NO 1 1952.
 EK0928'
 EK0928'REFERENCE MARK NO. 2 IS 8.5 FEET SOUTH OF A TRIANGLE BLAZED
 EK0928'TREE.  THE BOULDER, THE MARK IS SET IN, PROJECTS 6 INCHES
 EK0928'AND THE DISK IS STAMPED DEADMAN NO 2 1952.
 EK0928'
 EK0928'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 EK0928'
 EK0928'TO REACH THE STATION FROM THE POST OFFICE IN BATTIEST GO WEST
 EK0928'ON THE GRAVEL ROAD TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 EK0928'AND EAST FOR 2.5 MILES TO A RAILROAD CROSSING, CONTINUE FOR
 EK0928'0.5 MILE TO A T INTERSECTION AND A SIGN BATTIEST 2 MILES,
 EK0928'TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A RAILROAD CROSSING,
 EK0928'CROSS TRACKS AND CONTINUE ON MAIN ROAD FOR 0.8 MILE TO THE
 EK0928'END OF TRUCK TRAVEL.  THERE IS A TRIAGLE BLAZE ON A LARGE
 EK0928'PINE TREE HERE ON THE WEST SIDE OF THE ROAD.  FROM HERE
 EK0928'PACK WEST-SOUTHWEST UP THE HILL TO THE HIGHEST POINT AND
 EK0928'THE STATION.  TREES ARE BLAZED ALONG THE TRAIL USED GOING
 EK0928'UP, AND THE DISTANCE IS ABOUT 0.3 MILE.
 EK0928'
 EK0928'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1201 ***********************************************************************
 FJ1201  DESIGNATION -  DECKER
 FJ1201  PID         -  FJ1201
 FJ1201  STATE/COUNTY-  OK/SEMINOLE
 FJ1201  COUNTRY     -  US
 FJ1201  USGS QUAD   -  PRAGUE (2018)
 FJ1201
 FJ1201                         *CURRENT SURVEY CONTROL
 FJ1201  ______________________________________________________________________
 FJ1201* NAD 83(1993) POSITION- 35 22 38.30787(N) 096 42 23.74857(W)   ADJUSTED
 FJ1201* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 FJ1201  ______________________________________________________________________
 FJ1201  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 FJ1201  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 FJ1201  HORZ ORDER      -  FIRST
 FJ1201
 FJ1201.The horizontal coordinates were established by classical geodetic methods
 FJ1201.and adjusted by the National Geodetic Survey in November 1994.
 FJ1201
 FJ1201.The orthometric height was scaled from a topographic map.
 FJ1201
 FJ1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1201.GEOID18 height accuracy estimate available here.
 FJ1201
 FJ1201.Click photographs - Photos may exist for this station.
 FJ1201
 FJ1201.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1201
 FJ1201. The following values were computed from the NAD 83(1993) position.
 FJ1201
 FJ1201;                    North         East     Units Scale Factor Converg.
 FJ1201;SPC OK S     -   227,487.952   717,528.361   MT  1.00003163   +0 44 03.0
 FJ1201;SPC OK S     -   746,350.06  2,354,090.96   sFT  1.00003163   +0 44 03.0
 FJ1201;UTM  14      - 3,917,301.065   708,330.145   MT  1.00013489   +1 19 41.7
 FJ1201
 FJ1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1201!SPC OK S     -   0.99995565  x   1.00003163  =   0.99998728
 FJ1201!UTM  14      -   0.99995565  x   1.00013489  =   1.00009054
 FJ1201
 FJ1201:                Primary Azimuth Mark                     Grid Az
 FJ1201:SPC OK S     -  DECKER AZ MK                             089 33 34.6
 FJ1201:UTM  14      -  DECKER AZ MK                             088 57 55.9
 FJ1201
 FJ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0833017301(NAD 83)
 FJ1201
 FJ1201|---------------------------------------------------------------------|
 FJ1201| PID    Reference Object                     Distance      Geod. Az  |
 FJ1201|                                                           dddmmss.s |
 FJ1201| FJ1200 PRAGUE MUNICIPAL TANK               APPROX.12.0 KM 0105713.1 |
 FJ1201| CI0722 DECKER AZ MK                                       0901737.6 |
 FJ1201| CI0723 DECKER RM 1                          34.439 METERS 09617     |
 FJ1201| FJ1228 EARLSBORO MUNICIPAL TANK            APPROX.14.5 KM 2165906.9 |
 FJ1201| FJ1241 SHAWNEE ST BENEDICT CATH CH         APPROX.20.8 KM 2572009.4 |
 FJ1201| CI0724 DECKER RM 2                          34.961 METERS 35341     |
 FJ1201|---------------------------------------------------------------------|
 FJ1201
 FJ1201                          SUPERSEDED SURVEY CONTROL
 FJ1201
 FJ1201  NAD 83(1986)-  35 22 38.31226(N)    096 42 23.72891(W) AD(       ) 1
 FJ1201  NAD 27      -  35 22 38.05050(N)    096 42 22.65923(W) AD(       ) 1
 FJ1201
 FJ1201.Superseded values are not recommended for survey control.
 FJ1201
 FJ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1201.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1201
 FJ1201_MARKER: DS = TRIANGULATION STATION DISK
 FJ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1201_STAMPING: DECKER 1935
 FJ1201_MARK LOGO: CGS
 FJ1201_PROJECTION: FLUSH
 FJ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1201+STABILITY: SURFACE MOTION
 FJ1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1201+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 FJ1201
 FJ1201  HISTORY     - Date     Condition        Report By
 FJ1201  HISTORY     - 1935     MONUMENTED       CGS
 FJ1201  HISTORY     - 1957     GOOD             CGS
 FJ1201  HISTORY     - 20040527 GOOD             OKDOT
 FJ1201
 FJ1201                          STATION DESCRIPTION
 FJ1201
 FJ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1201'STATION IS ON A PASTURED RIDGE, ON HIGHEST GROUND IN VICINITY,
 FJ1201'ABOUT 2 MILES WEST AND 10 MILES NORTH OF SEMINOLE, AND ABOUT
 FJ1201'2 MILES WEST AND 7.4 MILES SOUTH OF PRAGUE, IN THE SOUTHWEST
 FJ1201'QUARTER OF THE SOUTHWEST QUARTER OF SEC. 32, T. 11 N., R.
 FJ1201'5 E, ON PROPERTY OF MR. DECKER.  MARK IS SET IN SOUTHWEST
 FJ1201'CORNER OF PASTURE, 41 FEET NORTH OF CENTER LINE OF
 FJ1201'EAST-WEST ROAD AND 41 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 FJ1201'ROAD, 14 FEET EAST OF NORTH-SOUTH FENCE AND 14 FEET NORTH OF
 FJ1201'EAST-WEST FENCE.
 FJ1201'
 FJ1201'REACHED FROM INTERSECTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 FJ1201'48 IN SEMINOLE BY GOING NORTH ON STATE HIGHWAY 48 FOR 7.5 MILES
 FJ1201'TO END OF PAVEMENT, CONTINUE ON GRAVELED ROAD AND STATE
 FJ1201'HIGHWAY 48 FOR 3 MILES TO A CROSSROADS AND GAS STATION IN
 FJ1201'SOUTHWEST CORNER, TURN LEFT (WEST) ON GRADED DIRT ROAD AND
 FJ1201'GO 2 MILES TO CROSSROADS AND STATION IN NORTHEAST ANGLE,
 FJ1201'SOUTHWEST CORNER OF PASTURE.
 FJ1201'
 FJ1201'REFERENCE MARK NO. 1 IS IN EAST-WEST FENCE, 30 FEET NORTH
 FJ1201'OF CENTER LINE OF EAST-WEST ROAD.
 FJ1201'
 FJ1201'REFERENCE MARK NO. 2 IS IN NORTH-SOUTH FENCE, 30 FEET EAST
 FJ1201'OF CENTER LINE OF NORTH-SOUTH ROAD.
 FJ1201'
 FJ1201'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 FJ1201'IS 54.153 METERS (177.68 FEET).
 FJ1201'
 FJ1201'AZIMUTH MARK IS 0.5 MILE EAST OF STATION, SET IN EAST-WEST
 FJ1201'FENCE LINE AT T-FENCE NORTH, 30 FEET NORTH OF CENTER LINE
 FJ1201'OF EAST-WEST ROAD.  ALL MARKS PROJECT 12 INCHES, EXCEPT
 FJ1201'STATION MARK, WHICH IS FLUSH WITH THE GROUND.
 FJ1201'
 FJ1201'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1201'AS DESCRIBED
 FJ1201'
 FJ1201'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 FJ1201
 FJ1201                          STATION RECOVERY (1957)
 FJ1201
 FJ1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1201'THE STATION, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE
 FJ1201'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  STATE HIGHWAY
 FJ1201'48 IS NOW STATE HIGHWAY 99 AND IT IS PAVED BEYOND THE POINT
 FJ1201'MENTIONED IN THE ORIGINAL DESCRIPTION.  A DIFFERENCE IN
 FJ1201'DISTANCE WAS NOTED TO REFERENCE MARK 2.  FOLLOWING IS A NEW
 FJ1201'AND COMPLETE DESCRIPTION.
 FJ1201'
 FJ1201'STATION IS ABOUT 11 MILES NORTH OF SEMINOLE, ON THE HIGHEST
 FJ1201'POINT OF A BARE RIDGE, IN THE SOUTHWEST CORNER OF A PASTURE
 FJ1201'OWNED BY JIM AND JOE DECKER AND IN SECTION 32, T 11 N, R 6 E.
 FJ1201'
 FJ1201'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1201'HIGHWAY 99 IN SEMINOLE, GO NORTH ON HIGHWAY 99 FOR 8.2 MILES
 FJ1201'TO THE JUNCTION OF 99A, CONTINUE NORTH ON HIGHWAY 99 FOR 2.0
 FJ1201'MILES TO A CROSSROADS, TURN LEFT AND GO WEST ON A GRAVELED
 FJ1201'ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FJ1201'WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROADS, THE
 FJ1201'DECKER FARM HOUSE AND THE STATION ON THE RIGHT.
 FJ1201'
 FJ1201'STATION MARKS ARE STANDARD DISKS, STAMPED DECKER 1935.  THE
 FJ1201'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FJ1201'POST THAT IS FLUSH WITH THE GROUND.  IT IS 166 FEET SOUTHEAST
 FJ1201'OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 45 FEET NORTH OF
 FJ1201'THE CENTER OF AN EAST-WEST ROAD, 42 FEET EAST OF THE CENTER
 FJ1201'OF A NORTH-SOUTH ROAD, 18 FEET NORTHEAST OF A FENCE CORNER,
 FJ1201'19 FEET NORTHEAST OF A POWERLINE POLE.  A WHITE WITNESS POST
 FJ1201'WAS SET 13 FEET SOUTH OF THE MARK.
 FJ1201'
 FJ1201'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DECKER NO 1
 FJ1201'1935, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING
 FJ1201'12 INCHES.  IT IS 126 FEET EAST OF THE FENCE CORNER, 32 FEET
 FJ1201'NORTH OF THE CENTER OF THE EAST-WEST ROAD AND 2 FEET NORTH
 FJ1201'OF A FENCE.
 FJ1201'
 FJ1201'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DECKER NO 2 1935,
 FJ1201'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING
 FJ1201'12 INCHES.  IT IS 137 FEET EAST OF THE NORTHEAST CORNER OF
 FJ1201'THE FARM HOUSE, 126 FEET NORTH OF THE FENCE CORNER AND 30
 FJ1201'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.
 FJ1201'
 FJ1201'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DECKER 1935,
 FJ1201'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 12
 FJ1201'INCHES. IT IS 108 FEET WEST OF A POWERLINE POLE, 30 FEET NORTH OF
 FJ1201'THE CENTER OF THE EAST-WEST ROAD, 2 FEET SOUTH OF A T-FENCE
 FJ1201'JUNCTION.  A WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE
 FJ1201'MARK.
 FJ1201'
 FJ1201'HEIGHT OF LIGHT-14 METERS.
 FJ1201
 FJ1201                          STATION RECOVERY (2004)
 FJ1201
 FJ1201'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ1201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0971 ***********************************************************************
 EL0971  DESIGNATION -  DEE CEE
 EL0971  PID         -  EL0971
 EL0971  STATE/COUNTY-  OK/STEPHENS
 EL0971  COUNTRY     -  US
 EL0971  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0971
 EL0971                         *CURRENT SURVEY CONTROL
 EL0971  ______________________________________________________________________
 EL0971* NAD 83(1993) POSITION- 34 25 13.07310(N) 097 57 53.27908(W)   ADJUSTED
 EL0971* NAVD 88 ORTHO HEIGHT -   336.5   (meters)     1104.    (feet) VERTCON3
 EL0971  ______________________________________________________________________
 EL0971  GEOID HEIGHT    -        -25.536 (meters)                     GEOID18
 EL0971  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 EL0971  HORZ ORDER      -  THIRD
 EL0971
 EL0971.The horizontal coordinates were established by classical geodetic methods
 EL0971.and adjusted by the National Geodetic Survey in November 1994.
 EL0971
 EL0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0971
 EL0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0971.GEOID18 height accuracy estimate available here.
 EL0971
 EL0971.Click photographs - Photos may exist for this station.
 EL0971
 EL0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0971
 EL0971. The following values were computed from the NAD 83(1993) position.
 EL0971
 EL0971;                    North         East     Units Scale Factor Converg.
 EL0971;SPC OK S     -   120,570.068   603,235.670   MT  0.99994001   +0 01 11.9
 EL0971;SPC OK S     -   395,570.30  1,979,115.69   sFT  0.99994001   +0 01 11.9
 EL0971;UTM  14      - 3,809,245.187   595,126.979   MT  0.99971154   +0 35 06.7
 EL0971
 EL0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0971!SPC OK S     -   0.99995119  x   0.99994001  =   0.99989121
 EL0971!UTM  14      -   0.99995119  x   0.99971154  =   0.99966275
 EL0971
 EL0971:                Primary Azimuth Mark                     Grid Az
 EL0971:SPC OK S     -  DEE CEE AZ MK                            359 34 02.6
 EL0971:UTM  14      -  DEE CEE AZ MK                            359 00 07.8
 EL0971
 EL0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9512609245(NAD 83)
 EL0971
 EL0971|---------------------------------------------------------------------|
 EL0971| PID    Reference Object                     Distance      Geod. Az  |
 EL0971|                                                           dddmmss.s |
 EL0971| EL1001 DUNCAN MUNICIPAL STANDPIPE          APPROX. 9.0 KM 0060554.2 |
 EL0971| CX9422 DEE CEE RM 1                         15.301 METERS 16046     |
 EL0971| EL0966 COMANCHE MUNICIPAL TANK             APPROX. 6.1 KM 1810737.8 |
 EL0971| CX9423 DEE CEE RM 2                         14.841 METERS 35627     |
 EL0971| EL0995 DUNCAN RADIO STA KRHD MAST          APPROX.10.2 KM 3580409.8 |
 EL0971| CX9421 DEE CEE AZ MK                                      3593514.5 |
 EL0971|---------------------------------------------------------------------|
 EL0971
 EL0971                          SUPERSEDED SURVEY CONTROL
 EL0971
 EL0971  NAD 83(1986)-  34 25 13.07672(N)    097 57 53.26485(W) AD(       ) 3
 EL0971  NAD 27      -  34 25 12.77600(N)    097 57 52.14000(W) AD(       ) 3
 EL0971  NGVD 29 (07/19/86)  336.4    (m)         1104.     (f) VERT ANG       
 EL0971
 EL0971.Superseded values are not recommended for survey control.
 EL0971
 EL0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0971.See file dsdata.pdf to determine how the superseded data were derived.
 EL0971
 EL0971_MARKER: DS = TRIANGULATION STATION DISK
 EL0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0971_STAMPING: DEE CEE 1948
 EL0971_MARK LOGO: CGS
 EL0971_PROJECTION: FLUSH
 EL0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0971+STABILITY: SURFACE MOTION
 EL0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0971+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 EL0971
 EL0971  HISTORY     - Date     Condition        Report By
 EL0971  HISTORY     - 1948     MONUMENTED       CGS
 EL0971  HISTORY     - 1963     GOOD             CGS
 EL0971  HISTORY     - 1965     GOOD             CGS
 EL0971  HISTORY     - 1975     GOOD             NGS
 EL0971  HISTORY     - 20120323 GOOD             INDIV
 EL0971
 EL0971                          STATION DESCRIPTION
 EL0971
 EL0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0971'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF COMANCHE AND
 EL0971'5.5 MILES SOUTH OF DUNCAN AT A SMALL CROSSROAD SETTLEMENT
 EL0971'KNOWN AS D.C.  IT IS 145.0 FEET NORTH-NORTHEAST OF THE
 EL0971'INTERSECTION OF U.S. HIGHWAY NO. 81 AND A SECTION LINE ROAD,
 EL0971'54.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 81 AND 12.8
 EL0971'FEET NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 EL0971'IT IS FLUSH WITH THE GROUND AND IS STAMPED DEE CEE 1948.
 EL0971'
 EL0971'REFERENCE MARK NO. 1 IS 11.5 FEET NORTH-NORTHWEST OF A
 EL0971'TELEPHONE POLE, AND 71.5 FEET EAST OF THE CENTER OF U.S.
 EL0971'HIGHWAY NO. 81.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 EL0971'DEE CEE NO 1 1948.
 EL0971'
 EL0971'REFERENCE MARK NO. 2 IS 52.0 FEET EAST OF THE CENTER OF U.S.
 EL0971'HIGHWAY NO. 81.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 EL0971'DEE CEE NO 2 1948.
 EL0971'
 EL0971'AZIMUTH MARK IS NORTH OF THE STATION ABOUT 0.75 MILE, 1.5
 EL0971'FEET WEST OF A NORTH-SOUTH FENCE LINE, 2.0 FEET SOUTHEAST
 EL0971'OF A TELEPHONE POLE, AND 31.0 FEET EAST OF THE CENTER OF
 EL0971'U.S. HIGHWAY NO. 81.  IT PROJECTS 3 INCHES AND IS STAMPED
 EL0971'DEE CEE 1948.
 EL0971'
 EL0971'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION
 EL0971'OF U.S. HIGHWAY NO. 81 AND STATE ROUTE NO. 7 IN DUNCAN, GO
 EL0971'SOUTH ON U.S. HIGHWAY NO. 81 FOR 6.05 MILES TO THE WILLIAMS
 EL0971'GROCERY AND MARKET ON THE RIGHT, JUST BEFORE COMING TO
 EL0971'CROSSROAD, AND STATION ON THE LEFT AS DESCRIBED.
 EL0971'
 EL0971'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 EL0971'HIGHWAY NO. 81 FOR 0.75 MILE AND AZIMUTH MARK ON THE RIGHT AS
 EL0971'DESCRIBED.
 EL0971'
 EL0971'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 37 FEET.
 EL0971'
 EL0971'A 4 FOOT SIGNAL AT RESERVOIR IS VISIBLE AT 37 FEET.
 EL0971'
 EL0971'A 4 FOOT SIGNAL AT GADDIS IS VISIBLE AT 37 FEET.
 EL0971
 EL0971                          STATION RECOVERY (1963)
 EL0971
 EL0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0971'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EL0971'GOOD CONDITION.  THE STATION IS NEAR THE SW CORNER OF THE
 EL0971'SW 1/4 OF SEC. 32, T. 1 S., R. 7 W.
 EL0971'
 EL0971'STATION AND REFERENCE MARK NUMBER TWO RECOVERED AS DESCRIBED,
 EL0971'REFERENCE MARK NUMBER ONE IS 85.0 FEET NORTH FROM THE CENTER
 EL0971'OF THE EAST-WEST SECTION LINE ROAD AND 72.0 FEET EAST FROM
 EL0971'THE CENTER OF U.S. HIGHWAY 81.  THE MARK IS FLUSH WITH GROUND
 EL0971'SURFACE.
 EL0971'
 EL0971'AZIMUTH MARK IS ABOUT 0.75 MILE NORTH OF THE STATION, 31
 EL0971'FEET EAST FROM THE CENTER OF U.S. HIGHWAY 81 AND 21 FEET
 EL0971'SOUTH FROM A T-FENCE CORNER, 1 FOOT WEST OF FENCE LINE AND
 EL0971'18 INCHES EAST OF A TELEPHONE POLE (THIS TELEPHONE POLE IS
 EL0971'THE 4TH ONE SOUTH FROM ENTRANCE INTO DRIVE-INN THEATRE).
 EL0971'THE MARK IS FLUSH WITH GROUND SURFACE.
 EL0971
 EL0971                          STATION RECOVERY (1965)
 EL0971
 EL0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0971'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN
 EL0971'GOOD CONDITION AS DESCRIBED, PREVIOUS DESCRIPTION ADAQUATE
 EL0971'FOR RECOVERY.
 EL0971
 EL0971                          STATION RECOVERY (1975)
 EL0971
 EL0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0971'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION
 EL0971'AS DESCRIBED.
 EL0971'
 EL0971'REFERENCE MARK 1 WAS FOUND IN POOR CONDITION WITH THE DISK DESTROYED
 EL0971'BY VANDELS.
 EL0971'
 EL0971'THE AZIMUTH MARK WASNT SEARCHED FOR.
 EL0971'
 EL0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 EL0971'NORTH OF COMANCHE.
 EL0971
 EL0971                          STATION RECOVERY (2012)
 EL0971
 EL0971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JF)
 EL0971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0788 ***********************************************************************
 EM0788  DESIGNATION -  DEEP
 EM0788  PID         -  EM0788
 EM0788  STATE/COUNTY-  OK/TILLMAN
 EM0788  COUNTRY     -  US
 EM0788  USGS QUAD   -  HOLLISTER NW (2018)
 EM0788
 EM0788                         *CURRENT SURVEY CONTROL
 EM0788  ______________________________________________________________________
 EM0788* NAD 83(1993) POSITION- 34 23 35.54670(N) 098 54 22.35875(W)   ADJUSTED
 EM0788* NAVD 88 ORTHO HEIGHT -   359.4   (meters)     1179.    (feet) VERTCON3
 EM0788  ______________________________________________________________________
 EM0788  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EM0788  LAPLACE CORR    -          3.64  (seconds)                    DEFLEC18
 EM0788  HORZ ORDER      -  SECOND
 EM0788
 EM0788.The horizontal coordinates were established by classical geodetic methods
 EM0788.and adjusted by the National Geodetic Survey in November 1994.
 EM0788
 EM0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0788
 EM0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0788.GEOID18 height accuracy estimate available here.
 EM0788
 EM0788.Click photographs - Photos may exist for this station.
 EM0788
 EM0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0788
 EM0788. The following values were computed from the NAD 83(1993) position.
 EM0788
 EM0788;                    North         East     Units Scale Factor Converg.
 EM0788;SPC OK S     -   117,938.560   516,673.634   MT  0.99994147   -0 30 51.8
 EM0788;SPC OK S     -   386,936.76  1,695,120.08   sFT  0.99994147   -0 30 51.8
 EM0788;UTM  14      - 3,805,759.420   508,621.122   MT  0.99960092   +0 03 10.7
 EM0788
 EM0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0788!SPC OK S     -   0.99994785  x   0.99994147  =   0.99988932
 EM0788!UTM  14      -   0.99994785  x   0.99960092  =   0.99954879
 EM0788
 EM0788:                Primary Azimuth Mark                     Grid Az
 EM0788:SPC OK S     -  HOLLISTER MUNICIPAL TANK                 150 22 02.6
 EM0788:UTM  14      -  HOLLISTER MUNICIPAL TANK                 149 48 00.1
 EM0788
 EM0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0862105759(NAD 83)
 EM0788
 EM0788|---------------------------------------------------------------------|
 EM0788| PID    Reference Object                     Distance      Geod. Az  |
 EM0788|                                                           dddmmss.s |
 EM0788| CX7077 DEEP AZ MK                                         1071334.1 |
 EM0788| EM0786 HOLLISTER MUNICIPAL TANK            APPROX. 6.3 KM 1495110.8 |
 EM0788| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.10.8 KM 2620526.1 |
 EM0788| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.11.0 KM 2635910.6 |
 EM0788| EM0924 FREDERICK MUNICIPAL TANK            APPROX.10.9 KM 2675939.6 |
 EM0788| CX7078 DEEP RM 1                            18.385 METERS 27049     |
 EM0788| CX7079 DEEP RM 2                            14.749 METERS 35901     |
 EM0788|---------------------------------------------------------------------|
 EM0788
 EM0788                          SUPERSEDED SURVEY CONTROL
 EM0788
 EM0788  NAD 83(1986)-  34 23 35.55316(N)    098 54 22.34517(W) AD(       ) 2
 EM0788  NAD 27      -  34 23 35.25900(N)    098 54 21.09100(W) AD(       ) 2
 EM0788  NGVD 29 (07/19/86)  359.3    (m)         1179.     (f) VERT ANG       
 EM0788
 EM0788.Superseded values are not recommended for survey control.
 EM0788
 EM0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0788.See file dsdata.pdf to determine how the superseded data were derived.
 EM0788
 EM0788_MARKER: DS = TRIANGULATION STATION DISK
 EM0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0788_STAMPING: DEEP 1948
 EM0788_MARK LOGO: CGS
 EM0788_PROJECTION: FLUSH
 EM0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0788+STABILITY: SURFACE MOTION
 EM0788
 EM0788  HISTORY     - Date     Condition        Report By
 EM0788  HISTORY     - 1948     MONUMENTED       CGS
 EM0788  HISTORY     - 1963     GOOD             CGS
 EM0788
 EM0788                          STATION DESCRIPTION
 EM0788
 EM0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0788'THE STATION IS LOCATED ABOUT 6.5 MILES EAST OF FREDERICK,
 EM0788'3.5 MILES NORTHWEST OF HOLLISTER, 100 FEET SOUTH OF THE CENTER
 EM0788'OF A FARM LANE, 81 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER
 EM0788'OF A FARM HOUSE, 34 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 EM0788'DIRT ROAD AND 5 FEET WEST NORTHWEST OF A WITNESS POST.  THE
 EM0788'MARK, STAMPED DEEP 1948, IS SET FLUSH WITH THE GROUND.
 EM0788'
 EM0788'REFERENCE MARK NO. 1, STAMPED DEEP NO 1 1948, IS 26 FEET
 EM0788'WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1 FOOT EAST O F
 EM0788'A NORTH-SOUTH FENCE AND PROJECTS 5 INCHES.
 EM0788'
 EM0788'REFERENCE MARK NO. 2, STAMPED DEEP NO 2 1948, IS 80 FEET
 EM0788'WEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 53 FEET SOUTH
 EM0788'OF THE CENTER OF A FARM LANE, 33 FEET EAST OF THE CENTER OF
 EM0788'A NORTH-SOUTH DIRT ROAD AND SET FLUSH WITH THE GROUND.
 EM0788'
 EM0788'THE AZIMUTH MARK, STAMPED DEEP 1948, IS 48 FEET SOUTH OF
 EM0788'THE CENTER OF -CONT.  STATE HIGHWAY NO. 5, 1.5 FEET WEST OF
 EM0788'A WITNESS POST, 6 INCHES NORTH OF AN EAST-WEST FENCE AND PROJECTS
 EM0788'6 INCHES.
 EM0788'
 EM0788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGH WAY NO.
 EM0788'183 AND STATE HIGHWAY NO. 5 IN FREDERICK, GO EAST ON STATE
 EM0788'HIGHWAY NO. 5 FOR 6.55 MILES TO A CROSS ROAD.  TURN LEFT, NORTH,
 EM0788'AND GO 0.1 MILE TO THE STATION ON THE RIGHT, EAST, SIDE OF
 EM0788'ROAD NEAR FARM HOUSE.
 EM0788'
 EM0788'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 EM0788'NO. 183 AND STATE HIGHWAY NO. 5 IN FREDERICK, GO EAST ON STATE
 EM0788'HIGHWAY NO. 5 FOR 6.8 MILES TO THE MARK ON THE RIGHT, SOUTH,
 EM0788'SIDE OF ROAD ALONG FENCE LINE.
 EM0788'
 EM0788'A 47 FOOT SIGNAL AT STATION FREDERICK 1923 IS VISIBLE AT 4 FEET.
 EM0788'
 EM0788'A 47 FOOT SIGNAL AT STATION JACK IS VISIBLE AT 4 FEET.
 EM0788'
 EM0788'A 47 FOOT SIGNAL AT STATION HOLLISTER IS VISIBLE AT 4 FEET.
 EM0788'
 EM0788'A 74 FOOT SIGNAL AT STATION PORT IS VISIBLE AT 4 FEET.
 EM0788'
 EM0788'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 EM0788
 EM0788                          STATION RECOVERY (1963)
 EM0788
 EM0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0788'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 EM0788'CONDITION, THE STATION IS IN THE SW 1/4 OF SEC. 8, T. 2 S.,
 EM0788'R. 16 W.
 EM0788'
 EM0788'STATION IS IN A CULTIVATED FIELD 425.0 FEET NORTH FROM THE
 EM0788'CENTER OF STATE HIGHWAY 5 AND 30.0 FEET EAST FROM THE CENTER
 EM0788'OF NORTH-SOUTH SECTION LINE ROAD, AT THE SOUTH EDGE OF A
 EM0788'1-1/4-INCH IRON PIPE THAT PROJECTS 3 FEET.  THE MARK IS FLUSH
 EM0788'WITH GROUND SURFACE.
 EM0788'
 EM0788'R.M. NO. 1 IS IN CULTIVATED FIELD, 427 FEET NORTH FROM THE
 EM0788'CENTER OF STATE HIGHWAY 5 AND 30 FEET WEST FROM THE CENTER
 EM0788'OF NORTH-SOUTH ROAD, AT THE EAST EDGE OF A 1-1/2-INCH IRON
 EM0788'PIPE THAT PROJECTS ABOUT 3 FEET.  THE MARK IS FLUSH WITH
 EM0788'GROUND SURFACE.
 EM0788'
 EM0788'R.M. NO. 2 IS IN CULTIVATED FIELD, 473.5 FEET NORTH FROM THE
 EM0788'CENTER OF STATE HIGHWAY 5 AND 29.0 FEET EAST FROM THE CENTER OF
 EM0788'NORTH-SOUTH SECTION LINE ROAD, AT THE SOUTH EDGE OF A 1-INCH
 EM0788'IRON PIPE THAT PROJECTS ABOUT 3 FEET.  THE MARK IS FLUSH
 EM0788'WITH GROUND SURFACE.
 EM0788'
 EM0788'AZIMUTH MARK WAS NOT RECOVERED AND BELIEVED TO HAVE BEEN
 EM0788'DESTROYED WHEN HIGHWAY WAS WIDENED.
 EM0788'
 EM0788'THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0908 ***********************************************************************
 FJ0908  DESIGNATION -  DEER
 FJ0908  PID         -  FJ0908
 FJ0908  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0908  COUNTRY     -  US
 FJ0908  USGS QUAD   -  STELLA (2018)
 FJ0908
 FJ0908                         *CURRENT SURVEY CONTROL
 FJ0908  ______________________________________________________________________
 FJ0908* NAD 83(1993) POSITION- 35 22 19.28528(N) 097 07 33.70647(W)   ADJUSTED
 FJ0908* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ0908  ______________________________________________________________________
 FJ0908  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 FJ0908  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 FJ0908  HORZ ORDER      -  THIRD
 FJ0908
 FJ0908.The horizontal coordinates were established by classical geodetic methods
 FJ0908.and adjusted by the National Geodetic Survey in November 1994.
 FJ0908
 FJ0908.The orthometric height was scaled from a topographic map.
 FJ0908
 FJ0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0908.GEOID18 height accuracy estimate available here.
 FJ0908
 FJ0908.Click photographs - Photos may exist for this station.
 FJ0908
 FJ0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0908
 FJ0908. The following values were computed from the NAD 83(1993) position.
 FJ0908
 FJ0908;                    North         East     Units Scale Factor Converg.
 FJ0908;SPC OK S     -   226,492.527   679,421.797   MT  1.00003035   +0 29 45.9
 FJ0908;SPC OK S     -   743,084.23  2,229,069.68   sFT  1.00003035   +0 29 45.9
 FJ0908;UTM  14      - 3,915,912.260   670,235.431   MT  0.99995715   +1 05 06.3
 FJ0908
 FJ0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0908!SPC OK S     -   0.99994803  x   1.00003035  =   0.99997838
 FJ0908!UTM  14      -   0.99994803  x   0.99995715  =   0.99990518
 FJ0908
 FJ0908:                Primary Azimuth Mark                     Grid Az
 FJ0908:SPC OK S     -  DEER AZ MK                               164 43 12.0
 FJ0908:UTM  14      -  DEER AZ MK                               164 07 51.6
 FJ0908
 FJ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7023515912(NAD 83)
 FJ0908
 FJ0908|---------------------------------------------------------------------|
 FJ0908| PID    Reference Object                     Distance      Geod. Az  |
 FJ0908|                                                           dddmmss.s |
 FJ0908| CL5035 DEER RM 1                            18.989 METERS 05020     |
 FJ0908| CL5034 DEER AZ MK                                         1651257.9 |
 FJ0908| CL5036 DEER RM 2                            19.651 METERS 31301     |
 FJ0908|---------------------------------------------------------------------|
 FJ0908
 FJ0908                          SUPERSEDED SURVEY CONTROL
 FJ0908
 FJ0908  NAD 83(1986)-  35 22 19.29117(N)    097 07 33.68868(W) AD(       ) 3
 FJ0908  NAD 27      -  35 22 19.04855(N)    097 07 32.59164(W) AD(       ) 3
 FJ0908
 FJ0908.Superseded values are not recommended for survey control.
 FJ0908
 FJ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0908.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0908
 FJ0908_MARKER: DS = TRIANGULATION STATION DISK
 FJ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0908_STAMPING: DEER 1957
 FJ0908_MARK LOGO: CGS
 FJ0908_PROJECTION: RECESSED 30 CENTIMETERS
 FJ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0908+STABILITY: SURFACE MOTION
 FJ0908
 FJ0908  HISTORY     - Date     Condition        Report By
 FJ0908  HISTORY     - 1957     MONUMENTED       CGS
 FJ0908
 FJ0908                          STATION DESCRIPTION
 FJ0908
 FJ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0908'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH AND 2 MILES WEST
 FJ0908'OF MC LOUD AND 1 MILE EAST OF THE POTTAWATOMIE-CLEVELAND
 FJ0908'COUNTY LINE, NEAR THE EAST SIDE CENTER OF THE NORTHEAST 1/4
 FJ0908'OF SECTION 6, T. 10 N., R. 2 E., ON PROPERTY OWNED BY MR. M.E.
 FJ0908'CARPENTER.
 FJ0908'
 FJ0908'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MC LOUD,
 FJ0908'GO WEST ON U.S. HIGHWAY 270 FOR 1.9 MILES TO A CROSSROAD, TURN
 FJ0908'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 4.2 MILES TO A TRIANGULAR
 FJ0908'BLAZED POWER LINE POLE ON THE RIGHT AND GATE INTO A PASTURE,
 FJ0908'TURN RIGHT THROUGH GATE AND GO WEST ALONG THE SOUTH SIDE OF
 FJ0908'FENCE LINE FOR 328 FEET TO THE STATION.
 FJ0908'
 FJ0908'TO REACH THE AZIMUTH MARK FROM THE GATE LEADING INTO THE STATION,
 FJ0908'CONTINUE SOUTH ON GRADED ROAD FOR 0.35 MILE TO THE MARK ON
 FJ0908'THE LEFT.
 FJ0908'
 FJ0908'THE STATION MARKS ARE STANDARD DISKS, STAMPED DEER 1957.  THE
 FJ0908'DISK IS SET IN A 10-INCH, SQUARE CONCRETE POST 12 INCHES
 FJ0908'UNDERGROUND.  IT IS 358 FEET WEST OF THE CENTER OF THE GRADED
 FJ0908'ROAD, 328 FEET WEST OF A NORTH-SOUTH FENCE LINE, 139 FEET WEST
 FJ0908'OF AN 18-INCH OAK TREE, 71 FEET SOUTHWEST OF A WHITE WITNESS
 FJ0908'POST AND 41 FEET SOUTH OF AN EAST-WEST FENCE.  THE UNDERGROUND
 FJ0908'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 FJ0908'UNDERGROUND.
 FJ0908'
 FJ0908'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEER NO 1 1957,
 FJ0908'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0908'4 INCHES.  IT IS 312 FEET WEST OF THE CENTER OF THE GRADED
 FJ0908'ROAD, 107 FEET NORTHWEST OF THE 18-INCH OAK TREE, 1 FOOT SOUTH
 FJ0908'OF A FENCE LINE AND 1 FOOT WEST OF A WHITE WITNESS POST.
 FJ0908'
 FJ0908'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEER NO 2 1957,
 FJ0908'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0908'4 INCHES.  IT IS 203 FEET WEST OF THE 18-INCH OAK TREE AND 1
 FJ0908'FOOT SOUTH OF THE EAST-WEST FENCE LINE.
 FJ0908'
 FJ0908'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FJ0908'SQUARE, CONCRETE POST PROJECTING 4 INCHES, STAMPED DEER 1957.
 FJ0908'IT IS 139 FEET EAST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 FJ0908'29 FEET EAST OF THE CENTER OF GRADED ROAD, 2 FEET WEST OF
 FJ0908'A FENCE LINE AND 2 FEET WEST OF A WHITE WITNESS POST.
 FJ0908'
 FJ0908'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0699 ***********************************************************************
 GH0699  DESIGNATION -  DEER CREEK
 GH0699  PID         -  GH0699
 GH0699  STATE/COUNTY-  OK/GRANT
 GH0699  COUNTRY     -  US
 GH0699  USGS QUAD   -  NARDIN (2018)
 GH0699
 GH0699                         *CURRENT SURVEY CONTROL
 GH0699  ______________________________________________________________________
 GH0699* NAD 83(1997) POSITION- 36 52 11.00047(N) 097 29 17.46751(W)   ADJUSTED
 GH0699* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 GH0699  ______________________________________________________________________
 GH0699  GEOID HEIGHT    -        -28.465 (meters)                     GEOID18
 GH0699  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 GH0699  HORZ ORDER      -  FIRST
 GH0699
 GH0699.The horizontal coordinates were established by classical geodetic methods
 GH0699.and adjusted by the National Geodetic Survey in October 1998.
 GH0699
 GH0699.The orthometric height was scaled from a topographic map.
 GH0699
 GH0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0699.GEOID18 height accuracy estimate available here.
 GH0699
 GH0699.Click photographs - Photos may exist for this station.
 GH0699
 GH0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0699
 GH0699. The following values were computed from the NAD 83(1997) position.
 GH0699
 GH0699;                    North         East     Units Scale Factor Converg.
 GH0699;SPC OK N     -   207,580.127   645,635.799   MT  1.00002043   +0 18 07.4
 GH0699;SPC OK N     -   681,035.80  2,118,223.45   sFT  1.00002043   +0 18 07.4
 GH0699;UTM  14      - 4,081,487.195   634,748.880   MT  0.99982369   +0 54 26.0
 GH0699
 GH0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0699!SPC OK N     -   0.99994984  x   1.00002043  =   0.99997027
 GH0699!UTM  14      -   0.99994984  x   0.99982369  =   0.99977354
 GH0699
 GH0699:                Primary Azimuth Mark                     Grid Az
 GH0699:SPC OK N     -  DEER CREEK AZ MK                         263 55 52.3
 GH0699:UTM  14      -  DEER CREEK AZ MK                         263 19 33.7
 GH0699
 GH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3474881487(NAD 83)
 GH0699
 GH0699|---------------------------------------------------------------------|
 GH0699| PID    Reference Object                     Distance      Geod. Az  |
 GH0699|                                                           dddmmss.s |
 GH0699| GH0700 NARDIN CLYDE COOP ASSN ELEV         APPROX. 8.3 KM 1524937.9 |
 GH0699| CL5041 DEER CREEK RM 1                      23.001 METERS 16358     |
 GH0699| GH0826 DEER CREEK CLYDE COOP ELEV          APPROX. 7.8 KM 2000527.1 |
 GH0699| GH0828 DEER CREEK MUNICIPAL TANK           APPROX. 7.6 KM 2025028.7 |
 GH0699| GH0827 DEER CREEK RADIO MAST               APPROX. 8.8 KM 2203709.6 |
 GH0699| CL5040 DEER CREEK AZ MK                                   2641359.7 |
 GH0699| CL5042 DEER CREEK RM 2                      28.684 METERS 27426     |
 GH0699|---------------------------------------------------------------------|
 GH0699
 GH0699                          SUPERSEDED SURVEY CONTROL
 GH0699
 GH0699  NAD 83(1993)-  36 52 11.00204(N)    097 29 17.46702(W) AD(       ) 1
 GH0699  NAD 83(1986)-  36 52 11.00962(N)    097 29 17.45783(W) AD(       ) 1
 GH0699  NAD 27      -  36 52 10.90622(N)    097 29 16.28387(W) AD(       ) 1
 GH0699
 GH0699.Superseded values are not recommended for survey control.
 GH0699
 GH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0699.See file dsdata.pdf to determine how the superseded data were derived.
 GH0699
 GH0699_MARKER: DS = TRIANGULATION STATION DISK
 GH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0699_STAMPING: DEER CREEK 1958
 GH0699_MARK LOGO: CGS
 GH0699_PROJECTION: FLUSH
 GH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0699+STABILITY: SURFACE MOTION
 GH0699
 GH0699  HISTORY     - Date     Condition        Report By
 GH0699  HISTORY     - 1958     MONUMENTED       CGS
 GH0699
 GH0699                          STATION DESCRIPTION
 GH0699
 GH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0699'STATION IS ABOUT 4 MILES NORTH AND 1-1/2 MILES EAST OF DEER
 GH0699'CREEK, IN THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION
 GH0699'26, T 28 N, R 3 W, AND ON LAND OWNED AND OCCUPIED BY MR.
 GH0699'CHARLES L. TREKELL.
 GH0699'
 GH0699'TO REACH FROM THE POST OFFICE IN BRAMAN, GO NORTH ON U.S.
 GH0699'HIGHWAY 177 FOR 0.2 MILE TO INTERSECTION AT KELLE BROS. GAS
 GH0699'STATION ON LEFT.  TURN LEFT AND GO WEST ON SURFACED ROAD
 GH0699'FOR 8.0 MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH ON GRAVEL
 GH0699'ROAD FOR 4.0 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST
 GH0699'ON DIRT ROAD FOR 0.4 MILE TO HOUSE AND STATION ON RIGHT.
 GH0699'CONTINUE WEST ON DIRT ROAD FOR 0.6 MILE TO CROSSROADS AND
 GH0699'AZIMUTH MARK IN THE NORTHEAST ANGLE OF INTERSECTION.
 GH0699'
 GH0699'STATION MARKS ARE STANDARD DISKS, STAMPED DEER CREEK 1958.
 GH0699'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0699'32 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN
 GH0699'THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH IS FLUSH
 GH0699'WITH GROUND SURFACE.  IT IS 112 FEET WEST-NORTHWEST OF THE
 GH0699'SOUTHWEST CORNER OF TIN QUANSET BUILDING, 89 FEET NORTH
 GH0699'OF THE NORTHWEST CORNER OF HENHOUSE, 22 FEET WEST-SOUTHWEST
 GH0699'OF THE SOUTHWEST CORNER OF BARN, 13 FEET SOUTHWEST OF THE
 GH0699'WEST, IRON GATEPOST AND 8 FEET SOUTH OF AN EAST-WEST YARD
 GH0699'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 GH0699'NORTH OF THE MARK.
 GH0699'
 GH0699'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEER CREEK NO
 GH0699'1 1958.  IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE
 GH0699'POST WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 80 FEET SOUTH OF
 GH0699'THE SOUTHWEST CORNER OF BARN, 79 FEET WEST-SOUTHWEST OF THE
 GH0699'SOUTHWEST CORNER OF QUANSET AND 22 FEET NORTHWEST OF THE
 GH0699'NORTHEAST CORNER OF HENHOUSE.
 GH0699'
 GH0699'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEER CREEK NO
 GH0699'2 1958.  IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE
 GH0699'POST WHICH PROJECTS 4 INCHES.  IT IS 129 FEET NORTHWEST
 GH0699'OF THE NORTHWEST CORNER OF HENHOUSE, 118 FEET WEST OF THE
 GH0699'SOUTHWEST CORNER OF BARN, 103 FEET WEST OF THE IRON GATEPOST
 GH0699'AND 1 FOOT SOUTH OF THE YARD FENCE.
 GH0699'
 GH0699'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK,
 GH0699'STAMPED T.T.53 L.1930.  IT IS SET IN THE TOP OF AN 8 INCH SQUARE,
 GH0699'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 73 FEET
 GH0699'SOUTHEAST OF A TELEPHONE POLE, 54 FEET EAST OF THE NORTH-SOUTH
 GH0699'ROAD CENTER, 27 FEET NORTH OF THE EAST-WEST ROAD CENTER,
 GH0699'27 FEET EAST OF A FENCE CORNERPOST.  A 4 IN X 4 IN WHITE
 GH0699'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 GH0699'
 GH0699'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0826 ***********************************************************************
 GH0826  DESIGNATION -  DEER CREEK CLYDE COOP ELEV
 GH0826  PID         -  GH0826
 GH0826  STATE/COUNTY-  OK/GRANT
 GH0826  COUNTRY     -  US
 GH0826  USGS QUAD   -  DEER CREEK (2018)
 GH0826
 GH0826                         *CURRENT SURVEY CONTROL
 GH0826  ______________________________________________________________________
 GH0826* NAD 83(1997) POSITION- 36 48 13.25695(N) 097 31 05.59906(W)   ADJUSTED
 GH0826  ______________________________________________________________________
 GH0826  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 GH0826  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 GH0826  HORZ ORDER      -  THIRD
 GH0826
 GH0826.The horizontal coordinates were established by classical geodetic methods
 GH0826.and adjusted by the National Geodetic Survey in October 1998.
 GH0826
 GH0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0826.GEOID18 height accuracy estimate available here.
 GH0826
 GH0826.Click photographs - Photos may exist for this station.
 GH0826
 GH0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0826
 GH0826. The following values were computed from the NAD 83(1997) position.
 GH0826
 GH0826;                    North         East     Units Scale Factor Converg.
 GH0826;SPC OK N     -   200,237.667   642,993.990   MT  1.00000696   +0 17 03.6
 GH0826;SPC OK N     -   656,946.41  2,109,556.12   sFT  1.00000696   +0 17 03.6
 GH0826;UTM  14      - 4,074,118.710   632,185.160   MT  0.99981526   +0 53 16.2
 GH0826
 GH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3218574118(NAD 83)
 GH0826
 GH0826                          SUPERSEDED SURVEY CONTROL
 GH0826
 GH0826  NAD 83(1993)-  36 48 13.25833(N)    097 31 05.59889(W) AD(       ) 3
 GH0826  NAD 83(1986)-  36 48 13.26594(N)    097 31 05.58870(W) AD(       ) 3
 GH0826  NAD 27      -  36 48 13.15748(N)    097 31 04.41653(W) AD(       ) 3
 GH0826
 GH0826.Superseded values are not recommended for survey control.
 GH0826
 GH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0826.See file dsdata.pdf to determine how the superseded data were derived.
 GH0826
 GH0826_MARKER: 65 = GRAIN ELEVATOR
 GH0826
 GH0826  HISTORY     - Date     Condition        Report By
 GH0826  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0826
 GH0826                          STATION DESCRIPTION
 GH0826
 GH0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0826'THE STATION IS THE DUST COLLECTOR ON THE APEX OF THE HEADHOUSE
 GH0826'ATOP THE ELEVATOR.  IT IS LOCATED IN THE SOUTHEAST EDGE OF
 GH0826'DEER CREEK ABOUT 0.4 MILE SOUTH OF STATE HIGHWAY 11.  IT IS A
 GH0826'CONCRETE STRUCTURE, WHITE IN COLOR, AND 154 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0828 ***********************************************************************
 GH0828  DESIGNATION -  DEER CREEK MUNICIPAL TANK
 GH0828  PID         -  GH0828
 GH0828  STATE/COUNTY-  OK/GRANT
 GH0828  COUNTRY     -  US
 GH0828  USGS QUAD   -  DEER CREEK (2018)
 GH0828
 GH0828                         *CURRENT SURVEY CONTROL
 GH0828  ______________________________________________________________________
 GH0828* NAD 83(1997) POSITION- 36 48 25.25477(N) 097 31 15.70888(W)   ADJUSTED
 GH0828  ______________________________________________________________________
 GH0828  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 GH0828  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC18
 GH0828  HORZ ORDER      -  THIRD
 GH0828
 GH0828.The horizontal coordinates were established by classical geodetic methods
 GH0828.and adjusted by the National Geodetic Survey in October 1998.
 GH0828
 GH0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0828.GEOID18 height accuracy estimate available here.
 GH0828
 GH0828.Click photographs - Photos may exist for this station.
 GH0828
 GH0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0828
 GH0828. The following values were computed from the NAD 83(1997) position.
 GH0828
 GH0828;                    North         East     Units Scale Factor Converg.
 GH0828;SPC OK N     -   200,606.271   642,741.555   MT  1.00000761   +0 16 57.6
 GH0828;SPC OK N     -   658,155.74  2,108,727.92   sFT  1.00000761   +0 16 57.6
 GH0828;UTM  14      - 4,074,484.564   631,928.907   MT  0.99981443   +0 53 10.4
 GH0828
 GH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3192874484(NAD 83)
 GH0828
 GH0828                          SUPERSEDED SURVEY CONTROL
 GH0828
 GH0828  NAD 83(1993)-  36 48 25.25617(N)    097 31 15.70873(W) AD(       ) 3
 GH0828  NAD 83(1986)-  36 48 25.26375(N)    097 31 15.69858(W) AD(       ) 3
 GH0828  NAD 27      -  36 48 25.15595(N)    097 31 14.52541(W) AD(       ) 3
 GH0828
 GH0828.Superseded values are not recommended for survey control.
 GH0828
 GH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0828.See file dsdata.pdf to determine how the superseded data were derived.
 GH0828
 GH0828_MARKER: 53 = ELEVATED TANK
 GH0828
 GH0828  HISTORY     - Date     Condition        Report By
 GH0828  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0828
 GH0828                          STATION DESCRIPTION
 GH0828
 GH0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0828'THE STATION IS THE FINIAL ON THE APEX OF THE TANK.  IT IS
 GH0828'LOCATED IN THE NORTHWEST EDGE OF DEER CREEK ABOUT 0.2 MILE
 GH0828'SOUTH OF STATE HIGHWAY 11.  IT IS AN ELEVATED TANK SUPPORTED
 GH0828'BY A FOUR-LEGGED STEEL, SKELETON FRAMEWORK, PAINTED ALUMINUM
 GH0828'IN COLOR AND 110 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0827 ***********************************************************************
 GH0827  DESIGNATION -  DEER CREEK RADIO MAST
 GH0827  PID         -  GH0827
 GH0827  STATE/COUNTY-  OK/GRANT
 GH0827  COUNTRY     -  US
 GH0827  USGS QUAD   -  DEER CREEK (2018)
 GH0827
 GH0827                         *CURRENT SURVEY CONTROL
 GH0827  ______________________________________________________________________
 GH0827* NAD 83(1997) POSITION- 36 48 33.10221(N) 097 33 09.82319(W)   ADJUSTED
 GH0827  ______________________________________________________________________
 GH0827  GEOID HEIGHT    -        -28.342 (meters)                     GEOID18
 GH0827  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 GH0827  HORZ ORDER      -  THIRD
 GH0827
 GH0827.The horizontal coordinates were established by classical geodetic methods
 GH0827.and adjusted by the National Geodetic Survey in October 1998.
 GH0827
 GH0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0827.GEOID18 height accuracy estimate available here.
 GH0827
 GH0827.Click photographs - Photos may exist for this station.
 GH0827
 GH0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0827
 GH0827. The following values were computed from the NAD 83(1997) position.
 GH0827
 GH0827;                    North         East     Units Scale Factor Converg.
 GH0827;SPC OK N     -   200,834.683   639,911.807   MT  1.00000804   +0 15 50.2
 GH0827;SPC OK N     -   658,905.12  2,099,443.99   sFT  1.00000804   +0 15 50.2
 GH0827;UTM  14      - 4,074,683.123   629,097.471   MT  0.99980532   +0 52 02.1
 GH0827
 GH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2909774683(NAD 83)
 GH0827
 GH0827                          SUPERSEDED SURVEY CONTROL
 GH0827
 GH0827  NAD 83(1993)-  36 48 33.10344(N)    097 33 09.82337(W) AD(       ) 3
 GH0827  NAD 83(1986)-  36 48 33.11087(N)    097 33 09.81310(W) AD(       ) 3
 GH0827  NAD 27      -  36 48 33.00257(N)    097 33 08.63864(W) AD(       ) 3
 GH0827
 GH0827.Superseded values are not recommended for survey control.
 GH0827
 GH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0827.See file dsdata.pdf to determine how the superseded data were derived.
 GH0827
 GH0827_MARKER: 42 = RADIO/TV MAST
 GH0827
 GH0827  HISTORY     - Date     Condition        Report By
 GH0827  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0827
 GH0827                          STATION DESCRIPTION
 GH0827
 GH0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0827'STATION IS THE TOP OF THE MAST.  IT IS LOCATED ABOUT 2 MILES
 GH0827'WEST OF DEER CREEK, 0.1 MILE SOUTH OF STATE HIGHWAY 11, IN
 GH0827'THE NORTHEAST 1/4 OF SECTION 19, T 27 N, R 3 W.  IT IS A
 GH0827'THREE LEGGED STEEL, SKELETON FRAMEWORK STRUCTURE, ALUMINUM
 GH0827'IN COLOR AND 60 FEET HIGH.
 GH0827'
 GH0827'ATTEMPTS WERE MADE TO IDENTIFY THIS STATION WERE UNSUCCESSFUL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1108 ***********************************************************************
 FJ1108  DESIGNATION -  DEER RESET
 FJ1108  PID         -  FJ1108
 FJ1108  STATE/COUNTY-  OK/OKLAHOMA
 FJ1108  COUNTRY     -  US
 FJ1108  USGS QUAD   -  PIEDMONT (2018)
 FJ1108
 FJ1108                         *CURRENT SURVEY CONTROL
 FJ1108  ______________________________________________________________________
 FJ1108* NAD 83(1993) POSITION- 35 41 47.32976(N) 097 40 17.93406(W)   ADJUSTED
 FJ1108* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ1108  ______________________________________________________________________
 FJ1108  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 FJ1108  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 FJ1108  HORZ ORDER      -  FIRST
 FJ1108
 FJ1108.The horizontal coordinates were established by classical geodetic methods
 FJ1108.and adjusted by the National Geodetic Survey in November 1994.
 FJ1108
 FJ1108.The orthometric height was scaled from a topographic map.
 FJ1108
 FJ1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1108.GEOID18 height accuracy estimate available here.
 FJ1108
 FJ1108.Click photographs - Photos may exist for this station.
 FJ1108
 FJ1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1108
 FJ1108. The following values were computed from the NAD 83(1993) position.
 FJ1108
 FJ1108;                    North         East     Units Scale Factor Converg.
 FJ1108;SPC OK N     -    77,326.740   629,717.742   MT  0.99997898   +0 11 37.6
 FJ1108;SPC OK N     -   253,696.15  2,065,998.96   sFT  0.99997898   +0 11 37.6
 FJ1108;UTM  14      - 3,951,097.533   620,181.715   MT  0.99977798   +0 46 30.6
 FJ1108
 FJ1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1108!SPC OK N     -   0.99994806  x   0.99997898  =   0.99992704
 FJ1108!UTM  14      -   0.99994806  x   0.99977798  =   0.99972605
 FJ1108
 FJ1108:                Primary Azimuth Mark                     Grid Az
 FJ1108:SPC OK N     -  DEER AZ MK 2                             090 02 32.1
 FJ1108:UTM  14      -  DEER AZ MK 2                             089 27 39.1
 FJ1108
 FJ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2018151097(NAD 83)
 FJ1108
 FJ1108|---------------------------------------------------------------------|
 FJ1108| PID    Reference Object                     Distance      Geod. Az  |
 FJ1108|                                                           dddmmss.s |
 FJ1108| CL5029 DEER AZ MK                                         0901426.8 |
 FJ1108| CL5030 DEER AZ MK 2                                       0901409.7 |
 FJ1108| CL5031 DEER RM 1                            20.443 METERS 09321     |
 FJ1108| FJ1102 OKLA CITY NICHOLS HILL MUN TK       APPROX.20.9 KM 1414253.7 |
 FJ1108| FJ1100 OKLA CITY NICHOLS HILL SPHERE       APPROX.18.4 KM 1460128.8 |
 FJ1108| FJ1098 OKLA CITY LAKE HEFNER TANK          APPROX.14.8 KM 1480323.2 |
 FJ1108| FJ1109 PIEDMONT BAPTIST CH CUPOLA          APPROX. 9.0 KM 2284913.7 |
 FJ1108| CL5033 DEER RM 3                            12.963 METERS 26217     |
 FJ1108| CL5032 DEER RM 2                            19.199 METERS 34755     |
 FJ1108| FJ1088 CASHION FARMERS EXCHANGE ELEV       APPROX.11.1 KM 3564048.6 |
 FJ1108|---------------------------------------------------------------------|
 FJ1108
 FJ1108                          SUPERSEDED SURVEY CONTROL
 FJ1108
 FJ1108  NAD 83(1986)-  35 41 47.33563(N)    097 40 17.91820(W) AD(       ) 1
 FJ1108  NAD 27      -  35 41 47.15561(N)    097 40 16.75793(W) AD(       ) 1
 FJ1108
 FJ1108.Superseded values are not recommended for survey control.
 FJ1108
 FJ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1108.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1108
 FJ1108_MARKER: DS = TRIANGULATION STATION DISK
 FJ1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1108_STAMPING: DEER 1955 1970
 FJ1108_MARK LOGO: CGS
 FJ1108_PROJECTION: RECESSED 5 CENTIMETERS
 FJ1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1108+STABILITY: SURFACE MOTION
 FJ1108
 FJ1108  HISTORY     - Date     Condition        Report By
 FJ1108  HISTORY     - 1970     MONUMENTED       NGS
 FJ1108  HISTORY     - 1970     GOOD             NGS
 FJ1108
 FJ1108                          STATION DESCRIPTION
 FJ1108
 FJ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1108'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE
 FJ1108'DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION MARK AND
 FJ1108'REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FJ1108'THE AZIMUTH MARK WAS RECOVERED BUT FOUND LEANING TOWARD
 FJ1108'THE STATION A SMALL AMOUNT AND WAS RESET IN ITS APPROXIMATE
 FJ1108'POSITION.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO
 FJ1108'CHECK BY 0.08 FEET AND THE ANGLE BETWEEN THE AZIMUTH MARK
 FJ1108'AND REFERENCE MARK NO. 2 FAILED TO CHECK BY 3 MINUTES 34
 FJ1108'SECONDS.
 FJ1108'
 FJ1108'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 FJ1108'UNDERGROUND MARK, REFERENCE MARK NO. 3 WAS SET AND THE AZIMUTH
 FJ1108'MARK WAS RESET IN ITS APPROXIMATE POSITION.
 FJ1108'
 FJ1108'FOLLOWING IS A COMPLETE DESCRIPTION.
 FJ1108'
 FJ1108'TO REACH THE STATION FROM A POINT WHERE U.S. HIGHWAY 77
 FJ1108'TURNS SOUTH AT EDMOND, GO SOUTH ON U.S. HIGHWAY 77 FOR 0.1
 FJ1108'MILE TO THE INTERSECTION OF BROADWAY AND 3RD STREET.  TURN
 FJ1108'RIGHT AND GO WEST ON EDMOND ROAD FOR 4.8 MILES TO THE JUNCTION
 FJ1108'OF STATE HIGHWAY 74.  CONTINUE WEST ON STATE HIGHWAY 74 FOR
 FJ1108'0.9 MILE, TURN RIGHT WITH HIGHWAY AND GO NORTH FOR 2.0 MILES TO
 FJ1108'A CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 2.0
 FJ1108'MILES TO A CROSSROAD AND A SCHOOL IN THE NORTHWEST ANGLE.
 FJ1108'CONTINUE WEST ON A PAVED ROAD FOR 2.0 MILES TO A CROSSROAD.
 FJ1108'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD.  TURN
 FJ1108'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.85 MILES TO TOP
 FJ1108'OF GRADE AND THE STATION ON THE LEFT.
 FJ1108'
 FJ1108'STATION SURFACE MARK, A STANDARD DISK STAMPED DEER 1955 1970,
 FJ1108'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 INCHES
 FJ1108'BELOW THE SURFACE OF THE GROUND.  IT IS 58 FEET SOUTHEAST
 FJ1108'OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 26 FEET SOUTH
 FJ1108'OF THE CENTER OF A GRAVELED ROAD, 18 FEET EAST-NORTHEAST
 FJ1108'OF A TELEPHONE POLE, 6.5 FEET NORTH OF A FENCE, 5 FEET NORTH
 FJ1108'OF A YELLOW WITNESS POST WITH SIGN ATTACHED, AND ON THE SLOPE
 FJ1108'OF BANK.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED DEER
 FJ1108'1954 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 30
 FJ1108'INCHES BELOW THE SURFACE OF THE GROUND.
 FJ1108'
 FJ1108'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEER NO. 2 1954,
 FJ1108'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FJ1108'5 INCHES.  IT IS 36 FEET NORTH OF THE CENTER OF A ROAD, 16
 FJ1108'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE
 FJ1108'GUARD, 2 FEET EAST OF A POWERLINE POLE, AND 2 FEET NORTH OF
 FJ1108'A FENCE.
 FJ1108'
 FJ1108'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DEER 1955
 FJ1108'NO. 3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FJ1108'PROJECTS 2 INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF A
 FJ1108'GRAVELED ROAD, 26 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH
 FJ1108'OF A FENCE.
 FJ1108'
 FJ1108'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 1955 1970, IS SET
 FJ1108'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FJ1108'IT IS 105 FEET WEST OF A T-INTERSECTION OF A FENCE, 29.5
 FJ1108'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET NORTH OF A
 FJ1108'POWERLINE POLE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 FJ1108'
 FJ1108'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FJ1108'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FJ1108'
 FJ1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ1108'7 MILES SOUTH OF CASHION.
 FJ1108
 FJ1108                          STATION RECOVERY (1970)
 FJ1108
 FJ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1108'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO.
 FJ1108'3, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1970
 FJ1108'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FJ1108'
 FJ1108'THE STATION WAS OCCUPIED AGAIN IN 1970 TO OBTAIN AN AZIMUTH
 FJ1108'TO THE AZIMUTH MARK SINCE THE INTERSECTION STATIONS WERE
 FJ1108'MISIDENTIFIED.  THE TWO 1970 OBSERVATIONS WERE COMBINED
 FJ1108'AND ARE SHOWN IN THE BOX SCORE ABOVE.
 FJ1108'
 FJ1108'THE AZIMUTHS TO THE INTERSECTION STATIONS WERE VERIFIED.
 FJ1108'
 FJ1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ1108'7 MILES SOUTH OF CASHION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0764 ***********************************************************************
 EL0764  DESIGNATION -  DELAWARE
 EL0764  PID         -  EL0764
 EL0764  STATE/COUNTY-  OK/JOHNSTON
 EL0764  COUNTRY     -  US
 EL0764  USGS QUAD   -  CONNERVILLE NE (2018)
 EL0764
 EL0764                         *CURRENT SURVEY CONTROL
 EL0764  ______________________________________________________________________
 EL0764* NAD 83(1993) POSITION- 34 29 52.99079(N) 096 32 53.91234(W)   ADJUSTED
 EL0764* NAVD 88 ORTHO HEIGHT -   329.42  (+/-2cm)     1080.8   (feet) VERTCON3
 EL0764  ______________________________________________________________________
 EL0764  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 EL0764  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC18
 EL0764  HORZ ORDER      -  SECOND
 EL0764  VERT ORDER      -  THIRD ? (See Below)
 EL0764
 EL0764.The horizontal coordinates were established by classical geodetic methods
 EL0764.and adjusted by the National Geodetic Survey in November 1994.
 EL0764
 EL0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0764
 EL0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0764.GEOID18 height accuracy estimate available here.
 EL0764
 EL0764.The vertical order pertains to the NGVD 29 superseded value.
 EL0764
 EL0764.Click photographs - Photos may exist for this station.
 EL0764
 EL0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0764
 EL0764. The following values were computed from the NAD 83(1993) position.
 EL0764
 EL0764;                    North         East     Units Scale Factor Converg.
 EL0764;SPC OK S     -   130,153.025   733,313.389   MT  0.99993707   +0 49 26.4
 EL0764;SPC OK S     -   427,010.38  2,405,879.01   sFT  0.99993707   +0 49 26.4
 EL0764;UTM  14      - 3,820,110.072   725,103.248   MT  1.00022462   +1 23 21.0
 EL0764
 EL0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0764!SPC OK S     -   0.99995240  x   0.99993707  =   0.99988947
 EL0764!UTM  14      -   0.99995240  x   1.00022462  =   1.00017701
 EL0764
 EL0764:                Primary Azimuth Mark                     Grid Az
 EL0764:SPC OK S     -  DELAWARE AZ MK                           260 43 56.3
 EL0764:UTM  14      -  DELAWARE AZ MK                           260 10 01.7
 EL0764
 EL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2510320110(NAD 83)
 EL0764
 EL0764|---------------------------------------------------------------------|
 EL0764| PID    Reference Object                     Distance      Geod. Az  |
 EL0764|                                                           dddmmss.s |
 EL0764| CX9425 DELAWARE RM 1                        18.749 METERS 12654     |
 EL0764| CX9426 DELAWARE RM 2                        18.008 METERS 23726     |
 EL0764| CX9424 DELAWARE AZ MK                                     2613322.7 |
 EL0764|---------------------------------------------------------------------|
 EL0764
 EL0764                          SUPERSEDED SURVEY CONTROL
 EL0764
 EL0764  NAD 83(1986)-  34 29 52.99503(N)    096 32 53.90383(W) AD(       ) 2
 EL0764  NAD 27      -  34 29 52.66400(N)    096 32 52.89410(W) AD(       ) 2
 EL0764  NGVD 29             329.34   (m)         1080.5    (f) LEVELING    3  
 EL0764
 EL0764.Superseded values are not recommended for survey control.
 EL0764
 EL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0764.See file dsdata.pdf to determine how the superseded data were derived.
 EL0764
 EL0764_MARKER: DS = TRIANGULATION STATION DISK
 EL0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0764_STAMPING: DELAWARE 1955
 EL0764_MARK LOGO: CGS
 EL0764_PROJECTION: FLUSH
 EL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0764+STABILITY: SURFACE MOTION
 EL0764
 EL0764  HISTORY     - Date     Condition        Report By
 EL0764  HISTORY     - 1955     MONUMENTED       CGS
 EL0764
 EL0764                          STATION DESCRIPTION
 EL0764
 EL0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0764'THE STATION IS ABOUT 7 MILES WEST OF CLARITA, 6-1/2 MILES
 EL0764'NORTH-NORTHWEST OF BROMIDE AND 4-1/2 MILES EAST OF PONTOTOC.
 EL0764'IT IS ON A BARE KNOLL ALONG THE DIVIDE BETWEEN DELEWARE
 EL0764'CREEK AND GOOSE CREEK.  132 FEET EAST OF THE CENTER OF THE
 EL0764'EAST WALL OF A LARGE CONCRETE STOCK TANK AND 7 FEET SOUTH
 EL0764'OF A FENCE AND WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE
 EL0764'OF THE GROUND AND THE DISK IS STAMPED DELAWARE 1955.
 EL0764'
 EL0764'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF A FENCE, IS SET
 EL0764'FLUSH WITH THE SURFACE OF OF THE GROUND AND THE DISK IS
 EL0764'STAMPED DELAWARE NO 1 1955.
 EL0764'
 EL0764'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT BELOW THE ELEVATION
 EL0764'OF THE STATION, 45 FEET SOUTH OF A FENCE, IS SET FLUSH WITH
 EL0764'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DEAWARE
 EL0764'NO 2 1955.
 EL0764'
 EL0764'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF A GRADED
 EL0764'ROAD, 3.5 FEET EAST OF A WITNESS POST, PROJECTS 5 INCHES
 EL0764'AND THE DISK IS STAMPED DELAWARE 1955.
 EL0764'
 EL0764'TO REACH THE STATION FROM THE POST OFFICE IN PONTOTOC, GO
 EL0764'SOUTH ON STATE ROUTE NO. 99 FOR ABOUT 100 YARDS TO A ROAD
 EL0764'LEFT, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.15
 EL0764'MILE TO A POINT WHERE THE MAIN ROAD TURNS RIGHT JUST WEST
 EL0764'OF THE PONTOTOC HIGH SCHOOL.  HERE TURN RIGHT AND GO SOUTH,
 EL0764'EAST AND SOUTH ON A GRADED ROAD FOR 1.5 MILES TO WHERE THE
 EL0764'MAIN ROAD BEARS RIGHT AND A GRADED ROAD CONTINUES EAST THROUGH
 EL0764'A GATE AT A SIGN LLOYD NOBLE RANCH ON THE LEFT.  HERE PASS
 EL0764'THROUGH THIS GATE AND GO EAST ON A GRADED ROAD FOR 1.0 MILE
 EL0764'TO A GATE JUST NORTH OF A GROUP OF RANCH BUILDINGS, PASS
 EL0764'THROUGH THIS GATE AND GO ACROSS A BARN LOT TO ANOTHER GATE.
 EL0764'PASS THROUGH THIS GATE AND CONTINUE EASTERLY ON A GRADED
 EL0764'ROAD FOR 0.75 MILE TO A GATE, PASS THROUGH THIS GATE AND
 EL0764'CONTINUE EASTERLY FOR 0.35 MILE TO A GATE JUST AFTER
 EL0764'CROSSING A SMALL CONCRETE BRIDGE.  PASS THROUGH THIS GATE
 EL0764'AND CONTINUE EASTERLY FOR 1.1 MILES TO A GATE WITH THE
 EL0764'LETTERS XW ON IT, PASS THROUGH THIS GATE AND BEAR LEFT FOR
 EL0764'0.05 MILE TO THE SUMMIT OF THE KNOLL AND THE STATION AS
 EL0764'DESCRIBED.
 EL0764'
 EL0764'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 EL0764'FOR 0.05 TO THE GATE WITH THE LETTERS XW, PASS THROUGH THIS
 EL0764'GATE AND GO WESTERLY ON A GRADED ROAD FOR 0.6 MILE TO THE
 EL0764'TOP OF A LOW HILL AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EL0764'
 EL0764'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0854 ***********************************************************************
 GG0854  DESIGNATION -  DELAWARE MUN OPEN TOP TANK
 GG0854  PID         -  GG0854
 GG0854  STATE/COUNTY-  OK/NOWATA
 GG0854  COUNTRY     -  US
 GG0854  USGS QUAD   -  DELAWARE (2019)
 GG0854
 GG0854                         *CURRENT SURVEY CONTROL
 GG0854  ______________________________________________________________________
 GG0854* NAD 83(1997) POSITION- 36 46 53.85166(N) 095 38 26.06537(W)   ADJUSTED
 GG0854  ______________________________________________________________________
 GG0854  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 GG0854  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 GG0854  HORZ ORDER      -  THIRD
 GG0854
 GG0854.The horizontal coordinates were established by classical geodetic methods
 GG0854.and adjusted by the National Geodetic Survey in October 1998.
 GG0854
 GG0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0854.GEOID18 height accuracy estimate available here.
 GG0854
 GG0854.Click photographs - Photos may exist for this station.
 GG0854
 GG0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0854
 GG0854. The following values were computed from the NAD 83(1997) position.
 GG0854
 GG0854;                    North         East     Units Scale Factor Converg.
 GG0854;SPC OK N     -   200,242.311   810,595.397   MT  1.00000276   +1 23 32.7
 GG0854;SPC OK N     -   656,961.65  2,659,428.40   sFT  1.00000276   +1 23 32.7
 GG0854;UTM  15      - 4,073,900.435   264,358.138   MT  1.00028413   -1 34 54.5
 GG0854
 GG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6435873900(NAD 83)
 GG0854
 GG0854                          SUPERSEDED SURVEY CONTROL
 GG0854
 GG0854  NAD 83(1993)-  36 46 53.85396(N)    095 38 26.06590(W) AD(       ) 3
 GG0854  NAD 83(1986)-  36 46 53.87403(N)    095 38 26.04682(W) AD(       ) 3
 GG0854  NAD 27      -  36 46 53.56100(N)    095 38 25.12500(W) AD(       ) 3
 GG0854
 GG0854.Superseded values are not recommended for survey control.
 GG0854
 GG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0854.See file dsdata.pdf to determine how the superseded data were derived.
 GG0854
 GG0854_MARKER: 51 = TANK
 GG0854
 GG0854  HISTORY     - Date     Condition        Report By
 GG0854  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0854
 GG0854                          STATION DESCRIPTION
 GG0854
 GG0854'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1260 ***********************************************************************
 FJ1260  DESIGNATION -  DEPEW MUNICIPAL TANK
 FJ1260  PID         -  FJ1260
 FJ1260  STATE/COUNTY-  OK/CREEK
 FJ1260  COUNTRY     -  US
 FJ1260  USGS QUAD   -  DEPEW (2018)
 FJ1260
 FJ1260                         *CURRENT SURVEY CONTROL
 FJ1260  ______________________________________________________________________
 FJ1260* NAD 83(1993) POSITION- 35 48 13.59672(N) 096 30 24.96685(W)   ADJUSTED
 FJ1260  ______________________________________________________________________
 FJ1260  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 FJ1260  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 FJ1260  HORZ ORDER      -  THIRD
 FJ1260
 FJ1260.The horizontal coordinates were established by classical geodetic methods
 FJ1260.and adjusted by the National Geodetic Survey in November 1994.
 FJ1260
 FJ1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1260.GEOID18 height accuracy estimate available here.
 FJ1260
 FJ1260.Click photographs - Photos may exist for this station.
 FJ1260
 FJ1260.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1260
 FJ1260. The following values were computed from the NAD 83(1993) position.
 FJ1260
 FJ1260;                    North         East     Units Scale Factor Converg.
 FJ1260;SPC OK N     -    90,218.791   734,942.943   MT  0.99996543   +0 52 52.1
 FJ1260;SPC OK N     -   295,992.82  2,411,225.31   sFT  0.99996543   +0 52 52.1
 FJ1260;UTM  14      - 3,965,053.015   725,271.932   MT  1.00022537   +1 27 32.7
 FJ1260
 FJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2527165053(NAD 83)
 FJ1260
 FJ1260                          SUPERSEDED SURVEY CONTROL
 FJ1260
 FJ1260  NAD 83(1986)-  35 48 13.60993(N)    096 30 24.94444(W) AD(       ) 3
 FJ1260  NAD 27      -  35 48 13.36400(N)    096 30 23.90100(W) AD(       ) 3
 FJ1260
 FJ1260.Superseded values are not recommended for survey control.
 FJ1260
 FJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1260.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1260
 FJ1260_MARKER: 53 = ELEVATED TANK
 FJ1260
 FJ1260  HISTORY     - Date     Condition        Report By
 FJ1260  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1260  HISTORY     - 1975     GOOD             DMA
 FJ1260  HISTORY     - 19990923 GOOD             USPSQD
 FJ1260
 FJ1260                          STATION DESCRIPTION
 FJ1260
 FJ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1260'OBJECT OBSERVED UPON WAS FINIAL OF SILVER WATER TANK IN DEPEW,
 FJ1260'PROBABLY MUNICIPALLY OWNED.  STATION WAS OFF SCHEME AND NOT
 FJ1260'VISITED.  FURTHER DETAILS UNOBTAINABLE.
 FJ1260'
 FJ1260'OBSERVED UPON FROM STATIONS CLEMATIS, WICKAM AND CAIN.
 FJ1260
 FJ1260                          STATION RECOVERY (1975)
 FJ1260
 FJ1260'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975
 FJ1260'RECOVERED IN GOOD CONDITION.
 FJ1260
 FJ1260                          STATION RECOVERY (1999)
 FJ1260
 FJ1260'RECOVERY NOTE BY US POWER SQUADRON 1999
 FJ1260'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1103 ***********************************************************************
 FH1103  DESIGNATION -  DESERTED
 FH1103  PID         -  FH1103
 FH1103  STATE/COUNTY-  OK/MUSKOGEE
 FH1103  COUNTRY     -  US
 FH1103  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH1103
 FH1103                         *CURRENT SURVEY CONTROL
 FH1103  ______________________________________________________________________
 FH1103* NAD 83(1993) POSITION- 35 22 44.45159(N) 095 09 51.23105(W)   ADJUSTED
 FH1103* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) SCALED
 FH1103  ______________________________________________________________________
 FH1103  GEOID HEIGHT    -        -30.216 (meters)                     GEOID18
 FH1103  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 FH1103  HORZ ORDER      -  FIRST
 FH1103
 FH1103.The horizontal coordinates were established by classical geodetic methods
 FH1103.and adjusted by the National Geodetic Survey in November 1994.
 FH1103
 FH1103.The orthometric height was scaled from a topographic map.
 FH1103
 FH1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1103.GEOID18 height accuracy estimate available here.
 FH1103
 FH1103.Click photographs - Photos may exist for this station.
 FH1103
 FH1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1103
 FH1103. The following values were computed from the NAD 83(1993) position.
 FH1103
 FH1103;                    North         East     Units Scale Factor Converg.
 FH1103;SPC OK N     -    45,816.230   857,646.338   MT  1.00003936   +1 40 24.7
 FH1103;SPC OK N     -   150,315.41  2,813,794.69   sFT  1.00003936   +1 40 24.7
 FH1103;SPC OK S     -   230,543.640   857,647.196   MT  1.00003204   +1 36 34.7
 FH1103;SPC OK S     -   756,375.26  2,813,797.51   sFT  1.00003204   +1 36 34.7
 FH1103;UTM  15      - 3,917,225.933   303,409.775   MT  1.00007630   -1 15 12.4
 FH1103
 FH1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1103!SPC OK N     -   0.99995748  x   1.00003936  =   0.99999684
 FH1103!SPC OK S     -   0.99995748  x   1.00003204  =   0.99998952
 FH1103!UTM  15      -   0.99995748  x   1.00007630  =   1.00003378
 FH1103
 FH1103:                Primary Azimuth Mark                     Grid Az
 FH1103:SPC OK N     -  DESERTED AZ MK                           222 56 07.1
 FH1103:SPC OK S     -  DESERTED AZ MK                           222 59 57.1
 FH1103:UTM  15      -  DESERTED AZ MK                           225 51 44.2
 FH1103
 FH1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0340917225(NAD 83)
 FH1103
 FH1103|---------------------------------------------------------------------|
 FH1103| PID    Reference Object                     Distance      Geod. Az  |
 FH1103|                                                           dddmmss.s |
 FH1103| CI0742 DESERTED RM 1                        84.137 METERS 01243     |
 FH1103| CI0741 DESERTED AZ MK                                     2243631.8 |
 FH1103| CI0743 DESERTED RM 2                        26.223 METERS 25428     |
 FH1103|---------------------------------------------------------------------|
 FH1103
 FH1103                          SUPERSEDED SURVEY CONTROL
 FH1103
 FH1103  NAD 83(1986)-  35 22 44.46385(N)    095 09 51.22083(W) AD(       ) 1
 FH1103  NAD 27      -  35 22 44.11600(N)    095 09 50.35600(W) AD(       ) 1
 FH1103
 FH1103.Superseded values are not recommended for survey control.
 FH1103
 FH1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1103.See file dsdata.pdf to determine how the superseded data were derived.
 FH1103
 FH1103_MARKER: DS = TRIANGULATION STATION DISK
 FH1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1103_STAMPING: DESERTED 1940
 FH1103_MARK LOGO: CGS
 FH1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1103+STABILITY: SURFACE MOTION
 FH1103
 FH1103  HISTORY     - Date     Condition        Report By
 FH1103  HISTORY     - 1940     MONUMENTED       CGS
 FH1103  HISTORY     - 1960     GOOD             CGS
 FH1103
 FH1103                          STATION DESCRIPTION
 FH1103
 FH1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1103'STATION IS LOCATED ABOUT 5.5 MILES E AND 1.5 MILES N OF
 FH1103'PORUM, ON THE HIGHEST POINT OF A PROMINENT RIDGE.  IT IS
 FH1103'DESERTED AND ERODED FARM LAND SPARSELY COVERED WITH SECOND-GROWTH
 FH1103'OAK AND HICKORY TREES.  IT IS 25 FEET NE OF A TWIN 3-INCH
 FH1103'HICKORY TREE AND 6.6 FEET SW OF A WHITE REFERENCE POST.
 FH1103'
 FH1103'SURFACE, UNDERGROUND, AND REFERENCE MARK NO.2 ARE STANDARD
 FH1103'DISKS SET IN CONCRETE.
 FH1103'
 FH1103'REFERENCE MARK NO.1 AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1103'WEDGED IN DRILL HOLES IN BOULDERS.
 FH1103'
 FH1103'STATION MARK IS STAMPED DESERTED 1940 AND PROJECTS 2 INCHES.
 FH1103'
 FH1103'REFERENCE MARK NO.1 IS STAMPED DESERTED NO.1, 1940 AND PROJECTS
 FH1103'ABOUT 2 FEET.  IT IS 21 FEET S OF A 4-INCH OAK TREE, 10
 FH1103'FEET W OF A 3-INCH OAK TREE AND ABOUT 2 FEET LOWER THAN
 FH1103'THE STATION.  REFERENCE MARK NO.2 IS STAMPED DESERTED NO.2,
 FH1103'1940 AND PROJECTS 4 INCHES.  IT IS 30 FEET W OF A 3-INCH
 FH1103'HICKORY TREE AND ON THE SAME LEVEL AS THE STATION.
 FH1103'
 FH1103'THE AZIMUTH MARK PROJECTS 18 INCHES.  IT IS STAMPED DESERTED
 FH1103'1940 AND IS 18 FEET S OF A 4-INCH OAK TREE, 39 FEET W OF
 FH1103'A 24-INCH OAK TREE, 75 FEET N OF THE EDGE OF THE BLUFF AND
 FH1103'3.5 FEET W OF A WHITE REFERENCE POST.
 FH1103'
 FH1103'TO REACH AZIMUTH MARK FROM STATION, GO SSW ALONG EDGE OF
 FH1103'BLUFF 0.25 MILE TO A LARGE OAK TREE AND MARK.
 FH1103'
 FH1103'TO REACH STATION FROM PORUM, WHERE STATE HIGHWAY 10 TURNS
 FH1103'W, GO N ON DIRT ROAD 0.05 MILE TO A TURN RIGHT (E), TURN
 FH1103'RIGHT AND FOLLOW MAIN ROAD E 3.5 MILES TO ROSS SCHOOLHOUSE,
 FH1103'TURN LEFT (N) AND GO 0.5 MILE TO A CROSS ROAD, CONTINUE
 FH1103'N 1.0 MILE TO A TRACK ROAD TO THE RIGHT (E), TURN RIGHT
 FH1103'AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 0.5 MILE
 FH1103'TO ANOTHER FORK, TAKE LEFT FORK AND GO 0.1 MILE TO A WIRE
 FH1103'GATE, CONTINUE 0.2 MILE TO A GATE, CONTINUE 0.1 MILE TO
 FH1103'A HOUSE ON THE RIGHT, TURN RIGHT (S) ON E SIDE OF HOUSE
 FH1103'AND GO 0.5 MILE TO A GATE INTO A WOODS, PASS THROUGH GATE
 FH1103'AND TURN LEFT (E) AND GO 0.5 MILE TO A GATE INTO A FIELD,
 FH1103'PASS THROUGH GATE AND GO 0.05 MILE ACROSS CORNER OF FIELD
 FH1103'TO ANOTHER GATE, PASS THROUGH GATE AND TURN LEFT (E) AND
 FH1103'FOLLOW TRACKS DUE E 0.5 MILE TO A LARGE OAK TREE WHICH
 FH1103'HAS A TRIANGLE BLAZE AND AN ARROW ON THE W SIDE, BEAR SE
 FH1103'THROUGH BRUSH 0.05 MILE TO ANOTHER FIELD, CONTINUE SE
 FH1103'ACROSS FIELD 0.25 MILE TO THE HIGHEST POINT AND STATION.
 FH1103
 FH1103                          STATION RECOVERY (1960)
 FH1103
 FH1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1103'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1103'CONDITION.
 FH1103'
 FH1103'TO REACH FROM PORUM, FROM THE TRAFFIC LIGHT, GO NORTH ON
 FH1103'STATE HIGHWAY 2 FOR 0.35 MILE TO CROSSROADS, TURN RIGHT
 FH1103'AND GO EAST FOR 3.5 MILES, TURN LEFT AND GO NORTH FOR 1.5
 FH1103'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.5
 FH1103'MILE TO A HOUSE ON RIGHT AND A WIRE GATE STRAIGHT AHEAD,
 FH1103'CONTINUE THROUGH WIRE GATE AND FOLLOW FIELD ROAD SOUTHEAST
 FH1103'FOR 0.3 MILE TO AN OLD DESERTED HOUSE, CONTINUE EASTERLY
 FH1103'ON FIELD ROAD AND OLD TRACK ROAD WHICH WILL LEAD TO TOP
 FH1103'OF RIDGE THENCE EASTERLY ALONG TOP OF RIDGE TO HIGHEST POINT
 FH1103'AND STATION.  THE DISTANCE WAS NOT CHECKED AS THE FIELD
 FH1103'WAS WET BUT TRUCK COULD BE DRIVEN TO STATION IN DRY
 FH1103'WEATHER.  THE DISTANCE TO STATION FROM OLD DESERTED HOUSE IS
 FH1103'APPROXIMATELY 1.85 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0739 ***********************************************************************
 EM0739  DESIGNATION -  DEVOL CITY WATER TANK
 EM0739  PID         -  EM0739
 EM0739  STATE/COUNTY-  OK/COTTON
 EM0739  COUNTRY     -  US
 EM0739  USGS QUAD   -  DEVOL (2018)
 EM0739
 EM0739                         *CURRENT SURVEY CONTROL
 EM0739  ______________________________________________________________________
 EM0739* NAD 83(1993) POSITION- 34 11 27.59500(N) 098 35 22.94037(W)   ADJUSTED
 EM0739  ______________________________________________________________________
 EM0739  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 EM0739  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 EM0739  HORZ ORDER      -  THIRD
 EM0739
 EM0739.The horizontal coordinates were established by classical geodetic methods
 EM0739.and adjusted by the National Geodetic Survey in November 1994.
 EM0739
 EM0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0739.GEOID18 height accuracy estimate available here.
 EM0739
 EM0739.Click photographs - Photos may exist for this station.
 EM0739
 EM0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0739
 EM0739. The following values were computed from the NAD 83(1993) position.
 EM0739
 EM0739;                    North         East     Units Scale Factor Converg.
 EM0739;SPC OK S     -    95,293.878   545,644.925   MT  0.99995934   -0 20 05.0
 EM0739;SPC OK S     -   312,643.33  1,790,170.06   sFT  0.99995934   -0 20 05.0
 EM0739;SPC TXNC     - 2,279,947.673   591,730.576   MT  1.00007030   -0 02 56.1
 EM0739;SPC TXNC     - 7,480,128.32  1,941,369.40   sFT  1.00007030   -0 02 56.1
 EM0739;UTM  14      - 3,783,409.921   537,804.900   MT  0.99961762   +0 13 50.0
 EM0739
 EM0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3780483409(NAD 83)
 EM0739
 EM0739                          SUPERSEDED SURVEY CONTROL
 EM0739
 EM0739  NAD 83(1986)-  34 11 27.59931(N)    098 35 22.92677(W) AD(       ) 3
 EM0739  NAD 27      -  34 11 27.26100(N)    098 35 21.70600(W) AD(       ) 3
 EM0739  USSD        -  34 11 27.22300(N)    098 35 22.11900(W) AD(       ) 3
 EM0739
 EM0739.Superseded values are not recommended for survey control.
 EM0739
 EM0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0739.See file dsdata.pdf to determine how the superseded data were derived.
 EM0739
 EM0739_MARKER: 53 = ELEVATED TANK
 EM0739
 EM0739  HISTORY     - Date     Condition        Report By
 EM0739  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0739  HISTORY     - 1934     GOOD             CGS
 EM0739  HISTORY     - 1948     GOOD             CGS
 EM0739
 EM0739                          STATION DESCRIPTION
 EM0739
 EM0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0739'STATION IS IN A LARGE BLACK TOWER TANK NEAR THE CENTER OF TOWN.
 EM0739
 EM0739                          STATION RECOVERY (1934)
 EM0739
 EM0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0739'STATION RECOVERED IN GOOD CONDITION.
 EM0739
 EM0739                          STATION RECOVERY (1948)
 EM0739
 EM0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0739'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF THE VILLAGE OF
 EM0739'DEVOL AND 72 FEET EAST OF THE CENTER OF U.S. HIGHWAY 70.  IT IS
 EM0739'AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 EM0739'ITS OVERALL HEIGHT IS 98 FEET.  THE BALL AT THE APEX OF THE TANK
 EM0739'WAS OBSERVED.
 EM0739'
 EM0739'PROBABLY THE SAME STATION AS DEVOL, CITY WATER TANK, 1923.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1168 ***********************************************************************
 FH1168  DESIGNATION -  DEWEY
 FH1168  PID         -  FH1168
 FH1168  STATE/COUNTY-  OK/OKMULGEE
 FH1168  COUNTRY     -  US
 FH1168  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH1168
 FH1168                         *CURRENT SURVEY CONTROL
 FH1168  ______________________________________________________________________
 FH1168* NAD 83(1993) POSITION- 35 44 25.05061(N) 095 55 27.01977(W)   ADJUSTED
 FH1168* NAVD 88 ORTHO HEIGHT -   228.2   (meters)      749.    (feet) VERTCON3
 FH1168  ______________________________________________________________________
 FH1168  GEOID HEIGHT    -        -29.093 (meters)                     GEOID18
 FH1168  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 FH1168  HORZ ORDER      -  SECOND
 FH1168
 FH1168.The horizontal coordinates were established by classical geodetic methods
 FH1168.and adjusted by the National Geodetic Survey in November 1994.
 FH1168
 FH1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1168
 FH1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1168.GEOID18 height accuracy estimate available here.
 FH1168
 FH1168.Click photographs - Photos may exist for this station.
 FH1168
 FH1168.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1168
 FH1168. The following values were computed from the NAD 83(1993) position.
 FH1168
 FH1168;                    North         East     Units Scale Factor Converg.
 FH1168;SPC OK N     -    84,144.698   787,756.663   MT  0.99997303   +1 13 30.2
 FH1168;SPC OK N     -   276,064.73  2,584,498.32   sFT  0.99997303   +1 13 30.2
 FH1168;UTM  15      - 3,959,087.360   235,553.147   MT  1.00046183   -1 42 32.5
 FH1168;UTM  14      - 3,959,507.332   778,165.913   MT  1.00055359   +1 47 52.0
 FH1168
 FH1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1168!SPC OK N     -   0.99996876  x   0.99997303  =   0.99994179
 FH1168!UTM  15      -   0.99996876  x   1.00046183  =   1.00043057
 FH1168!UTM  14      -   0.99996876  x   1.00055359  =   1.00052233
 FH1168
 FH1168:                Primary Azimuth Mark                     Grid Az
 FH1168:SPC OK N     -  NATURA COMMUNITY STANDPIPE               227 26 07.0
 FH1168:UTM  15      -  NATURA COMMUNITY STANDPIPE               230 22 09.7
 FH1168:UTM  14      -  NATURA COMMUNITY STANDPIPE               226 51 45.2
 FH1168
 FH1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3555359087(NAD 83)
 FH1168
 FH1168|---------------------------------------------------------------------|
 FH1168| PID    Reference Object                     Distance      Geod. Az  |
 FH1168|                                                           dddmmss.s |
 FH1168| AE6918 DEWEY RM 1                           17.553 METERS 09028     |
 FH1168| FH1170 NATURA COMMUNITY STANDPIPE          APPROX. 2.4 KM 2283937.2 |
 FH1168| AE6919 DEWEY RM 2                           15.292 METERS 26851     |
 FH1168|---------------------------------------------------------------------|
 FH1168
 FH1168                          SUPERSEDED SURVEY CONTROL
 FH1168
 FH1168  NAD 83(1986)-  35 44 25.07649(N)    095 55 27.00699(W) AD(       ) 2
 FH1168  NAD 27      -  35 44 24.70961(N)    095 55 26.03958(W) AD(       ) 2
 FH1168  NGVD 29 (07/19/86)  227.9    (m)          748.     (f) VERT ANG       
 FH1168
 FH1168.Superseded values are not recommended for survey control.
 FH1168
 FH1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1168.See file dsdata.pdf to determine how the superseded data were derived.
 FH1168
 FH1168_MARKER: DD = SURVEY DISK
 FH1168_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1168+WITH SETTING: INFORMATION.
 FH1168_STAMPING: ET DEWEY 1968
 FH1168_MARK LOGO: USGS
 FH1168_PROJECTION: FLUSH
 FH1168_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1168
 FH1168  HISTORY     - Date     Condition        Report By
 FH1168  HISTORY     - 1968     MONUMENTED       USGS
 FH1168
 FH1168                          STATION DESCRIPTION
 FH1168
 FH1168'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1168'THE STATION IS ABOUT 8.5 MI NNE. OF OKMULGEE, 0.1 MI E. OF A
 FH1168'T-RD. N., T. 15 N., R. 13 E., NEAR THE COR. SECS. 27, 28, 33 AND
 FH1168'34, ABOUT 62 FT S. OF STATE HWY. 16 ON TOP OF A SMALL RIDGE.
 FH1168'
 FH1168'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 75 AND
 FH1168'MAIN STREET IN OKMULGEE, GO N. ON U.S. HWY. 75 FOR 8.8 MI TO THE
 FH1168'JUNCTION OF STATE HWY. 16, TURN RIGHT (E.) ON STATE HWY. 16 FOR
 FH1168'4.35 MI TO A T-RD. N., CONTINUE E. FOR APPROX. 0.1 MI TO STATION
 FH1168'ON THE RIGHT (S.).
 FH1168'
 FH1168'THE STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1168'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG, AND FILLED WITH
 FH1168'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET DEWEY 1968, IS 62 FT
 FH1168'S. OF THE CENTER OF HWY., 4 FT N. OF S. RIGHT-OF-WAY FENCE, AND 3
 FH1168'FT N. OF A METAL USGS WITNESS POST ON A SMALL RIDGE.  THE MARK IS
 FH1168'FLUSH WITH THE GROUND.
 FH1168'
 FH1168'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1168'COATED RODS AND SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED
 FH1168'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DEWEY NO 1 1968, IS
 FH1168'E. OF THE STATION, 63 FT S. OF CENTER OF HWY. AND 3 FT N. OF
 FH1168'S. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 FH1168'
 FH1168'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1168'COATED RODS AND SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND
 FH1168'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DEWEY NO 2 1968
 FH1168'IS W. OF THE STATION, 63 FT S. OF CENTER OF HWY., 3 FT N. OF
 FH1168'S. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 FH1168'
 FH1168'NO AZIMUTH MARK SET
 FH1168'
 FH1168'REFERENCE AZIMUTH USED -- NATURA COMMUNITY STANDPIPE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0873 ***********************************************************************
 GG0873  DESIGNATION -  DEWEY
 GG0873  PID         -  GG0873
 GG0873  STATE/COUNTY-  OK/WASHINGTON
 GG0873  COUNTRY     -  US
 GG0873  USGS QUAD   -  RAMONA (2019)
 GG0873
 GG0873                         *CURRENT SURVEY CONTROL
 GG0873  ______________________________________________________________________
 GG0873* NAD 83(1997) POSITION- 36 36 29.27500(N) 095 56 06.60521(W)   ADJUSTED
 GG0873* NAVD 88 ORTHO HEIGHT -   238.3   (meters)      782.    (feet) VERTCON3
 GG0873  ______________________________________________________________________
 GG0873  GEOID HEIGHT    -        -29.020 (meters)                     GEOID18
 GG0873  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 GG0873  HORZ ORDER      -  SECOND
 GG0873
 GG0873.The horizontal coordinates were established by classical geodetic methods
 GG0873.and adjusted by the National Geodetic Survey in October 1998.
 GG0873
 GG0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0873
 GG0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0873.GEOID18 height accuracy estimate available here.
 GG0873
 GG0873.Click photographs - Photos may exist for this station.
 GG0873
 GG0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0873
 GG0873. The following values were computed from the NAD 83(1997) position.
 GG0873
 GG0873;                    North         East     Units Scale Factor Converg.
 GG0873;SPC OK N     -   180,394.855   784,714.452   MT  0.99997491   +1 13 06.8
 GG0873;SPC OK N     -   591,845.45  2,574,517.33   sFT  0.99997491   +1 13 06.8
 GG0873;UTM  15      - 4,055,414.667   237,472.760   MT  1.00044920   -1 45 04.9
 GG0873;UTM  14      - 4,055,777.219   774,127.775   MT  1.00052592   +1 49 43.7
 GG0873
 GG0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0873!SPC OK N     -   0.99996715  x   0.99997491  =   0.99994207
 GG0873!UTM  15      -   0.99996715  x   1.00044920  =   1.00041634
 GG0873!UTM  14      -   0.99996715  x   1.00052592  =   1.00049306
 GG0873
 GG0873:                Primary Azimuth Mark                     Grid Az
 GG0873:SPC OK N     -  PHILLIPS BUILDING LIGHT                  344 48 58.3
 GG0873:UTM  15      -  PHILLIPS BUILDING LIGHT                  347 47 10.0
 GG0873:UTM  14      -  PHILLIPS BUILDING LIGHT                  344 12 21.4
 GG0873
 GG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3747255414(NAD 83)
 GG0873
 GG0873|---------------------------------------------------------------------|
 GG0873| PID    Reference Object                     Distance      Geod. Az  |
 GG0873|                                                           dddmmss.s |
 GG0873| AE6916 DEWEY RM 1                            8.180 METERS 15642     |
 GG0873| CI1948 PHILLIPS BUILDING LIGHT                            3460205.1 |
 GG0873| AE6917 W 74 112                              9.190 METERS 34739     |
 GG0873|---------------------------------------------------------------------|
 GG0873
 GG0873                          SUPERSEDED SURVEY CONTROL
 GG0873
 GG0873  NAD 83(1993)-  36 36 29.27556(N)    095 56 06.60663(W) AD(       ) 2
 GG0873  NAD 83(1986)-  36 36 29.29997(N)    095 56 06.58750(W) AD(       ) 2
 GG0873  NAD 27      -  36 36 28.97028(N)    095 56 05.63433(W) AD(       ) 2
 GG0873  NGVD 29 (07/19/86)  238.2    (m)          781.     (f) VERT ANG       
 GG0873
 GG0873.Superseded values are not recommended for survey control.
 GG0873
 GG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0873.See file dsdata.pdf to determine how the superseded data were derived.
 GG0873
 GG0873_MARKER: DD = SURVEY DISK
 GG0873_SETTING: 66 = SET IN ROCK OUTCROP
 GG0873_STAMPING: ET DEWEY 1968
 GG0873_MARK LOGO: USGS
 GG0873_PROJECTION: RECESSED 25 CENTIMETERS
 GG0873
 GG0873  HISTORY     - Date     Condition        Report By
 GG0873  HISTORY     - 1968     MONUMENTED       USGS
 GG0873  HISTORY     - 19910701 MARK NOT FOUND   USPSQD
 GG0873
 GG0873                          STATION DESCRIPTION
 GG0873
 GG0873'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0873'THE STATION IS LOCATED ABOUT 9.8 MI S. AND 2.3 MI E. OF DOWNTOWN
 GG0873'BARTLESVILLE, T. 25 N., R. 13 E., NEAR THE QUARTER CORNER BETWEEN
 GG0873'SECS. 32 AND 33.
 GG0873'
 GG0873'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 75
 GG0873'AND 60, WHERE 60 TURNS E., NEAR THE SE. CORNER OF BARTLESVILLE,
 GG0873'GO S. ON U.S. HWY. 75 8.2 MI TO A SMALL HILL AND STATION ON
 GG0873'THE LEFT.
 GG0873'
 GG0873'THE STATION MARK IS 32 FT S. AND 52 FT E. OF CENTER OF RD. AT
 GG0873'FENCE W., 15 FT W. OF RIGHT-OF-WAY FENCE, 7 FT S. AND 14 FT W. OF
 GG0873'USGS WITNESS POST.  STANDARD TABLET SET 0.9 FT BELOW GROUND
 GG0873'IN BEDROCK.  STAMPED ET DEWEY 1968.
 GG0873'
 GG0873'REFERENCE MARK 1 IS NNW. OF STATION, 46 FT E. OF CENTER OF
 GG0873'RD., 20 FT W. OF RIGHT-OF-WAY FENCE.  STANDARD REFERENCE MARK
 GG0873'TABLET SET IN OUTCROPPING BEDROCK.  FLUSH WITH GROUND.  STAMPED
 GG0873'DEWEY NO 1 1968.
 GG0873'
 GG0873'REFERENCE MARK 2 IS SSE. OF STATION, 64 FT E. OF CENTER OF RD.,
 GG0873'3 FT W. OF RIGHT-OF-WAY FENCE.  A STATE OF OKLAHOMA, DEPARTMENT
 GG0873'OF HWYS. STANDARD TABLET STAMPED W 74-112 TRI STA 1967, SET
 GG0873'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 GG0873'
 GG0873'AZIMUTH MARK IS LOCATED ABOUT 10.0 MI NNW. OF STATION, CENTER
 GG0873'OF FLASHING LIGHT ON TOP OF PHILLIPS BUILDING IN DOWNTOWN
 GG0873'BARTLESVILLE.  LIGHT IS ROTATING RED ON ONE SIDE AND WHITE ON
 GG0873'OTHER SIDE.  BUILDING IS AT THE CORNER OF W. 5TH AND S. KEELER
 GG0873'STREETS.  IT IS ON THE SW. CORNER OF THE BLOCK.
 GG0873
 GG0873                          STATION RECOVERY (1991)
 GG0873
 GG0873'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GG0873'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0562 ***********************************************************************
 FK0562  DESIGNATION -  DEWEY
 FK0562  PID         -  FK0562
 FK0562  STATE/COUNTY-  OK/DEWEY
 FK0562  COUNTRY     -  US
 FK0562  USGS QUAD   -  ROUGH CREEK (2018)
 FK0562
 FK0562                         *CURRENT SURVEY CONTROL
 FK0562  ______________________________________________________________________
 FK0562* NAD 83(1993) POSITION- 35 50 36.50899(N) 098 50 05.65503(W)   ADJUSTED
 FK0562* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) VERTCON3
 FK0562  ______________________________________________________________________
 FK0562  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 FK0562  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 FK0562  HORZ ORDER      -  FIRST
 FK0562
 FK0562.The horizontal coordinates were established by classical geodetic methods
 FK0562.and adjusted by the National Geodetic Survey in November 1994.
 FK0562
 FK0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0562
 FK0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0562.GEOID18 height accuracy estimate available here.
 FK0562
 FK0562.Click photographs - Photos may exist for this station.
 FK0562
 FK0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0562
 FK0562. The following values were computed from the NAD 83(1993) position.
 FK0562
 FK0562;                    North         East     Units Scale Factor Converg.
 FK0562;SPC OK N     -    93,909.999   524,577.333   MT  0.99996130   -0 29 33.8
 FK0562;SPC OK N     -   308,103.06  1,721,050.80   sFT  0.99996130   -0 29 33.8
 FK0562;UTM  14      - 3,966,600.317   514,909.049   MT  0.99960274   +0 05 48.0
 FK0562
 FK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0562!SPC OK N     -   0.99991293  x   0.99996130  =   0.99987423
 FK0562!UTM  14      -   0.99991293  x   0.99960274  =   0.99951570
 FK0562
 FK0562:                Primary Azimuth Mark                     Grid Az
 FK0562:SPC OK N     -  THOMAS MUNICIPAL WATER TANK              143 02 52.1
 FK0562:UTM  14      -  THOMAS MUNICIPAL WATER TANK              142 27 30.3
 FK0562
 FK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1490966600(NAD 83)
 FK0562
 FK0562|---------------------------------------------------------------------|
 FK0562| PID    Reference Object                     Distance      Geod. Az  |
 FK0562|                                                           dddmmss.s |
 FK0562| FK0553 THOMAS MUNICIPAL WATER TANK         APPROX.12.8 KM 1423318.3 |
 FK0562| CK8520 DEWEY RM 1                           29.485 METERS 17311     |
 FK0562| CK8519 DEWEY AZ MK                                        2602137.6 |
 FK0562| CK8521 DEWEY RM 2                           29.596 METERS 27430     |
 FK0562| FK0566 PUTNAM CHRISTIAN CHURCH SPIRE       APPROX.12.1 KM 2770820.0 |
 FK0562|---------------------------------------------------------------------|
 FK0562
 FK0562                          SUPERSEDED SURVEY CONTROL
 FK0562
 FK0562  NAD 83(1986)-  35 50 36.51066(N)    098 50 05.64047(W) AD(       ) 1
 FK0562  NAD 27      -  35 50 36.34164(N)    098 50 04.31623(W) AD(       ) 1
 FK0562  NGVD 29 (07/19/86)  582.     (m)         1909.     (f) VERT ANG       
 FK0562
 FK0562.Superseded values are not recommended for survey control.
 FK0562
 FK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0562.See file dsdata.pdf to determine how the superseded data were derived.
 FK0562
 FK0562_MARKER: DS = TRIANGULATION STATION DISK
 FK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0562_STAMPING: DEWEY 1934
 FK0562_MARK LOGO: CGS
 FK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0562+STABILITY: SURFACE MOTION
 FK0562
 FK0562  HISTORY     - Date     Condition        Report By
 FK0562  HISTORY     - 1934     MONUMENTED       CGS
 FK0562  HISTORY     - 1959     GOOD             USGS
 FK0562  HISTORY     - 1960     GOOD             CGS
 FK0562  HISTORY     - 1969     GOOD             CGS
 FK0562
 FK0562                          STATION DESCRIPTION
 FK0562
 FK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0562'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC. 19, T16N,
 FK0562'R15W, 7-1/2 MILES EAST AND 1.0 MILE SOUTH OF PUTNAM,
 FK0562'ON THE HIGHEST GROUND WITHIN A RADIUS OF 2.0 MILES.
 FK0562'
 FK0562'TO REACH FROM INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 FK0562'14 IN PUTNAM, GO EAST ON DIRT ROAD FOR 4.1 MILES TURN RIGHT
 FK0562'(SOUTH) AND GO 1.0 MILE TO CROSSROADS, TURN LEFT (EAST) GO 3.75
 FK0562'MILES TO T-ROAD NORTH, TURN LEFT (NORTH) GO 0.2 MILE.  MARK
 FK0562'IS ON THE HIGHEST POINT OF EAST-WEST KNOLL, 230 FEET WEST
 FK0562'OF CENTERLINE OF NORTH-SOUTH ROAD, JUST WEST OF A POINT WHERE
 FK0562'SMALL EAST-WEST RIDGE EXTENDS FROM TOP OF KNOLL EASTWARDLY
 FK0562'TOWARDS ROAD PROJECTS 8 INCHES AND IS SET AS DESCRIBED.
 FK0562'
 FK0562'REFERENCE MARK NO. 1 IS 230 FEET WEST OF CENTERLINE OF ROAD,
 FK0562'ON SOUTH END OF SAID KNOLL AT THE BREAK OF SLOPE AND PROJECTS
 FK0562'8 INCHES.
 FK0562'
 FK0562'REFERENCE MARK NO. 2 IS 330 FEET WEST OF CENTERLINE OF ROAD,
 FK0562'ABOUT 2 FEET BELOW HIGHEST POINT ON KNOLL, AND PROJECTS 12
 FK0562'INCHES.
 FK0562'
 FK0562'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH 0.2 MILE TO
 FK0562'ROAD, TURN RIGHT (WEST) GO 0.9 MILE TO TOP OF GRADE, MARK IS
 FK0562'35 FEET SOUTH OF CENTERLINE OF ROAD IN EAST-WEST FENCE LINE,
 FK0562'PROJECTS 8 INCHES AND IS SET AS DESCRIBED.
 FK0562'
 FK0562'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0562
 FK0562                          STATION RECOVERY (1959)
 FK0562
 FK0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FK0562'STATION RECOVERED IN GOOD CONDITION.
 FK0562'
 FK0562'AZIMUTH MARK NOT FOUND.
 FK0562
 FK0562                          STATION RECOVERY (1960)
 FK0562
 FK0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 FK0562'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FK0562'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW TO
 FK0562'REACH IS AS FOLLOWS.
 FK0562'
 FK0562'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 FK0562'183 IN PUTNAM, GO EAST ON PAVED ROAD FOR 3.15 MILES TO END
 FK0562'OF PAVEMENT AND SIDE ROAD RIGHT.  CONTINUE EAST ON GRAVEL ROAD
 FK0562'FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL
 FK0562'ROAD FOR 0.9 MILE TO CROSSROADS.  TURN LEFT AND GO EAST ON
 FK0562'GRAVEL ROAD FOR 3.4 MILES TO SIDE ROAD LEFT.  TURN LEFT AND GO
 FK0562'NORTH ON GRAVEL ROAD FOR 0.2 MILE TO DRIVEWAY INTO FIELD ON
 FK0562'LEFT.  ENTER FIELD AND DRIVE SOUTHWEST 0.1 MILE TO TOP OF
 FK0562'HILL AND STATION.
 FK0562
 FK0562                          STATION RECOVERY (1969)
 FK0562
 FK0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FK0562'STATION AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION AS
 FK0562'DESCRIBED.  A BRIEF SEARCH WAS MADE FOR REFERENCE MARK NO 2 AND THE
 FK0562'AZIMUTH MARK BUT THEY WERE NOT FOUND.  ADDITIONAL INFORMATION
 FK0562'INCLUDE ALL MARKS HAVE STANDARD STAMPING.
 FK0562'
 FK0562'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 FK0562'
 FK0562'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 183 AND MAIN
 FK0562'ST. IN PUTNAM, OKLAHOMA, GO EAST ON MAIN ST., OUT OF TOWN ON PAVED
 FK0562'ROAD, FOR 3.9 MILES TO A CURVE RIGHT.  CONTINUE AROUND CURVE AND
 FK0562'PROCEED SOUTH FOR 1.0 MILE TO A CURVE LEFT.  CONTINUE AROUND AND
 FK0562'PROCEED EAST FOR 1.0 MILE TO THE END OF PAVEMENT.  CONTINUE
 FK0562'STRAIGHT AHEAD ON DIRT ROAD FOR 2.6 MILES TO A ROAD LEFT (NORTH).
 FK0562'TURN LEFT AND PROCEED FOR 0.1 MILE.  STATION IS 230 FEET TO THE
 FK0562'LEFT ON TOP OF PROMINENT KNOLL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1032 ***********************************************************************
 FJ1032  DESIGNATION -  DIBBLE
 FJ1032  PID         -  FJ1032
 FJ1032  STATE/COUNTY-  OK/MCCLAIN
 FJ1032  COUNTRY     -  US
 FJ1032  USGS QUAD   -  COLE (2018)
 FJ1032
 FJ1032                         *CURRENT SURVEY CONTROL
 FJ1032  ______________________________________________________________________
 FJ1032* NAD 83(1993) POSITION- 35 00 04.23495(N) 097 36 49.51707(W)   ADJUSTED
 FJ1032* NAVD 88 ORTHO HEIGHT -   374.    (meters)     1227.    (feet) SCALED
 FJ1032  ______________________________________________________________________
 FJ1032  GEOID HEIGHT    -        -26.186 (meters)                     GEOID18
 FJ1032  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 FJ1032  HORZ ORDER      -  THIRD
 FJ1032
 FJ1032.The horizontal coordinates were established by classical geodetic methods
 FJ1032.and adjusted by the National Geodetic Survey in November 1994.
 FJ1032
 FJ1032.The orthometric height was scaled from a topographic map.
 FJ1032
 FJ1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1032.GEOID18 height accuracy estimate available here.
 FJ1032
 FJ1032.Click photographs - Photos may exist for this station.
 FJ1032
 FJ1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1032
 FJ1032. The following values were computed from the NAD 83(1993) position.
 FJ1032
 FJ1032;                    North         East     Units Scale Factor Converg.
 FJ1032;SPC OK S     -   185,073.166   635,257.704   MT  0.99996235   +0 13 09.3
 FJ1032;SPC OK S     -   607,194.21  2,084,174.65   sFT  0.99996235   +0 13 09.3
 FJ1032;UTM  14      - 3,874,051.391   626,499.620   MT  0.99979722   +0 47 42.9
 FJ1032
 FJ1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1032!SPC OK S     -   0.99994539  x   0.99996235  =   0.99990774
 FJ1032!UTM  14      -   0.99994539  x   0.99979722  =   0.99974262
 FJ1032
 FJ1032:                Primary Azimuth Mark                     Grid Az
 FJ1032:SPC OK S     -  DIBBLE AZ MK                             332 05 38.5
 FJ1032:UTM  14      -  DIBBLE AZ MK                             331 31 04.9
 FJ1032
 FJ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2649974051(NAD 83)
 FJ1032
 FJ1032|---------------------------------------------------------------------|
 FJ1032| PID    Reference Object                     Distance      Geod. Az  |
 FJ1032|                                                           dddmmss.s |
 FJ1032| CL5047 DIBBLE RM 1                           5.881 METERS 14440     |
 FJ1032| CL5048 DIBBLE RM 2                           6.348 METERS 22507     |
 FJ1032| CL5046 DIBBLE AZ MK                                       3321847.8 |
 FJ1032|---------------------------------------------------------------------|
 FJ1032
 FJ1032                          SUPERSEDED SURVEY CONTROL
 FJ1032
 FJ1032  NAD 83(1986)-  35 00 04.24054(N)    097 36 49.50075(W) AD(       ) 3
 FJ1032  NAD 27      -  35 00 03.99091(N)    097 36 48.37195(W) AD(       ) 3
 FJ1032
 FJ1032.Superseded values are not recommended for survey control.
 FJ1032
 FJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1032.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1032
 FJ1032_MARKER: DS = TRIANGULATION STATION DISK
 FJ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1032_STAMPING: DIBBLE 1957
 FJ1032_MARK LOGO: CGS
 FJ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1032+STABILITY: SURFACE MOTION
 FJ1032
 FJ1032  HISTORY     - Date     Condition        Report By
 FJ1032  HISTORY     - 1957     MONUMENTED       CGS
 FJ1032  HISTORY     - 1976     GOOD             NGS
 FJ1032  HISTORY     - 1976     GOOD             NGS
 FJ1032
 FJ1032                          STATION DESCRIPTION
 FJ1032
 FJ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1032'STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF DIBBLE, ON THE
 FJ1032'HIGHEST PART OF A LOW SANDY KNOLL IN PASTURE OWNED BY MR.
 FJ1032'D.V. HESTER, IN THE SOUTHWEST 1/4 OF SECTION 10, T 6 N,
 FJ1032'R 4 W.
 FJ1032'
 FJ1032'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 39 AND GRADED
 FJ1032'ROAD LEADING NORTH, JUST SOUTH OF SCHOOL IN DIBBLE, BY GOING
 FJ1032'EASTERLY ON HIGHWAY 39 FOR 0.8 MILE TO CROSSROADS, TURN
 FJ1032'RIGHT, SOUTH, FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FJ1032'CONTINUE SOUTH FOR 0.4 MILE TO A DRIVEWAY, LEADING INTO
 FJ1032'FARM YARD, ON THE LEFT, TURN LEFT INTO DRIVEWAY FOR 0.05
 FJ1032'MILE TO A BOARD GATE SOUTH-SOUTHEAST OF HOUSE, PASS THROUGH
 FJ1032'GATE FOR ABOUT 150 FEET TO A STEEL GATE, PASS THROUGH GATE
 FJ1032'AND FOLLOW DIM TRACK ROAD EASTERLY FOR 0.2 MILE TO TOP OF
 FJ1032'KNOLL AND STATION.
 FJ1032'
 FJ1032'STATION MARKS ARE STANDARD DISKS, STAMPED DIBBLE 1957.  THE
 FJ1032'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1032'POST PROJECTING 5 INCHES.  IT IS 151 FEET NORTH OF THE CENTER
 FJ1032'OF A GRADED ROAD AND 139 FEET NORTH OF THE PASTURE FENCE.
 FJ1032'A WHITE POST WAS SET 3 FEET NORTH OF THE MARK.  THE UNDERGROUND
 FJ1032'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 FJ1032'BELOW THE GROUND SURFACE.
 FJ1032'
 FJ1032'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIBBLE NO 1
 FJ1032'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1032'PROJECTING 5 INCHES.  IT IS 136 FEET NORTH OF THE CENTER
 FJ1032'OF THE ROAD AND 124 FEET NORTH OF THE FENCE.
 FJ1032'
 FJ1032'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIBBLE NO 2
 FJ1032'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1032'PROJECTING 3 INCHES.  IT IS 138 FEET NORTH OF THE CENTER OF
 FJ1032'THE ROAD AND 126 FEET NORTH OF THE FENCE.
 FJ1032'
 FJ1032'AZIMUTH MARK IS A STANDARD DISK, STAMPED DIBBLE 1957, SET
 FJ1032'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1032'6 INCHES.  IT IS 38 FEET NORTH-NORTHEAST OF A TELEPHONE
 FJ1032'POLE, 35 FEET EAST OF THE CENTER OF A GRADED ROAD AND 1 FOOT
 FJ1032'WEST OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET
 FJ1032'1 FOOT NORTH OF THE MARK.
 FJ1032
 FJ1032                          STATION RECOVERY (1976)
 FJ1032
 FJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLR)
 FJ1032'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FJ1032'AS DESCRIBED.  REFERENCE MARKS WERE IN GOOD CONDITION AND STATION
 FJ1032'MARK IS STILL STABLE THOUGH THE CONCRETE BASE IS PROTRUDING FROM THE
 FJ1032'GROUND DUE TO SOIL EROSION BY WIND.  HOWEVER, THE AZIMUTH MARK
 FJ1032'HAS BEEN UPROOTED FROM THE GROUND AND IS LYING ALONG THE
 FJ1032'NORTH-SOUTH RIGHT-OF-WAY FENCELINE.
 FJ1032
 FJ1032                          STATION RECOVERY (1976)
 FJ1032
 FJ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 FJ1032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0662 ***********************************************************************
 EM0662  DESIGNATION -  DICK
 EM0662  PID         -  EM0662
 EM0662  STATE/COUNTY-  OK/COMANCHE
 EM0662  COUNTRY     -  US
 EM0662  USGS QUAD   -  FORT SILL (2018)
 EM0662
 EM0662                         *CURRENT SURVEY CONTROL
 EM0662  ______________________________________________________________________
 EM0662* NAD 83(1993) POSITION- 34 43 38.60339(N) 098 28 53.71565(W)   ADJUSTED
 EM0662* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 EM0662  ______________________________________________________________________
 EM0662  GEOID HEIGHT    -        -25.674 (meters)                     GEOID18
 EM0662  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 EM0662  HORZ ORDER      -  THIRD
 EM0662
 EM0662.The horizontal coordinates were established by classical geodetic methods
 EM0662.and adjusted by the National Geodetic Survey in November 1994.
 EM0662
 EM0662.The orthometric height was scaled from a topographic map.
 EM0662
 EM0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0662.GEOID18 height accuracy estimate available here.
 EM0662
 EM0662.Click photographs - Photos may exist for this station.
 EM0662
 EM0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0662
 EM0662. The following values were computed from the NAD 83(1993) position.
 EM0662
 EM0662;                    North         East     Units Scale Factor Converg.
 EM0662;SPC OK S     -   154,739.122   555,894.291   MT  0.99993905   -0 16 24.1
 EM0662;SPC OK S     -   507,673.27  1,823,796.52   sFT  0.99993905   -0 16 24.1
 EM0662;UTM  14      - 3,842,934.635   547,462.567   MT  0.99962776   +0 17 43.2
 EM0662
 EM0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0662!SPC OK S     -   0.99993416  x   0.99993905  =   0.99987322
 EM0662!UTM  14      -   0.99993416  x   0.99962776  =   0.99956195
 EM0662
 EM0662:                Primary Azimuth Mark                     Grid Az
 EM0662:SPC OK S     -  S DICK 1945                              177 20 49.9
 EM0662:UTM  14      -  S DICK 1945                              176 46 42.6
 EM0662
 EM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4746242934(NAD 83)
 EM0662
 EM0662|---------------------------------------------------------------------|
 EM0662| PID    Reference Object                     Distance      Geod. Az  |
 EM0662|                                                           dddmmss.s |
 EM0662| EM0636 S DICK 1945                         APPROX. 0.8 KM 1770425.8 |
 EM0662|---------------------------------------------------------------------|
 EM0662
 EM0662                          SUPERSEDED SURVEY CONTROL
 EM0662
 EM0662  NAD 83(1986)-  34 43 38.60867(N)    098 28 53.69997(W) AD(       ) 3
 EM0662  NAD 27      -  34 43 38.35800(N)    098 28 52.49600(W) AD(       ) 3
 EM0662
 EM0662.Superseded values are not recommended for survey control.
 EM0662
 EM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0662.See file dsdata.pdf to determine how the superseded data were derived.
 EM0662
 EM0662_MARKER: I = METAL ROD
 EM0662_SETTING: 66 = SET IN ROCK OUTCROP
 EM0662_MARK LOGO: USA
 EM0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0662+STABILITY: POSITION/ELEVATION WELL
 EM0662
 EM0662  HISTORY     - Date     Condition        Report By
 EM0662  HISTORY     - 1945     MONUMENTED       USA
 EM0662  HISTORY     - 19991220 GOOD             LOCSUR
 EM0662
 EM0662                          STATION DESCRIPTION
 EM0662
 EM0662'DESCRIBED BY US ARMY 1945
 EM0662'ON SE SLOPE OF ROCKY KNOB WHICH IS SOUTHERNMOST PORTION OF
 EM0662'MT. CUMMINS.  ABOUT 400 YDS. N OF MEDICINE PARK WYE.  MARKED
 EM0662'BY SECTION OF 3/8 IN IRON REINFORCING ROD CEMENTED IN A
 EM0662'DEPRESSION ON TOP OF LARGE FLAT ROCK ABOUT 200 FT. ABOVE ROAD
 EM0662'LEVEL.
 EM0662
 EM0662                          STATION RECOVERY (1999)
 EM0662
 EM0662'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0662'RECOVERED IN GOOD CONDITION.  NOTE--A 50 CALIBER SHELL HAS BEEN DRIVEN
 EM0662'OVER ROD.  SUITABLE FOR GPS SURVEYS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0710 ***********************************************************************
 GJ0710  DESIGNATION -  DICK
 GJ0710  PID         -  GJ0710
 GJ0710  STATE/COUNTY-  OK/ELLIS
 GJ0710  COUNTRY     -  US
 GJ0710  USGS QUAD   -  ARNETT SE (2018)
 GJ0710
 GJ0710                         *CURRENT SURVEY CONTROL
 GJ0710  ______________________________________________________________________
 GJ0710* NAD 83(1993) POSITION- 36 00 22.99059(N) 099 45 21.41520(W)   ADJUSTED
 GJ0710* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 GJ0710  ______________________________________________________________________
 GJ0710  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 GJ0710  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 GJ0710  HORZ ORDER      -  SECOND
 GJ0710
 GJ0710.The horizontal coordinates were established by classical geodetic methods
 GJ0710.and adjusted by the National Geodetic Survey in November 1994.
 GJ0710
 GJ0710.The orthometric height was scaled from a topographic map.
 GJ0710
 GJ0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0710.GEOID18 height accuracy estimate available here.
 GJ0710
 GJ0710.Click photographs - Photos may exist for this station.
 GJ0710
 GJ0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0710
 GJ0710. The following values were computed from the NAD 83(1993) position.
 GJ0710
 GJ0710;                    North         East     Units Scale Factor Converg.
 GJ0710;SPC OK N     -   113,092.664   441,706.609   MT  0.99994934   -1 02 10.6
 GJ0710;SPC OK N     -   371,038.18  1,449,165.77   sFT  0.99994934   -1 02 10.6
 GJ0710;UTM  14      - 3,984,921.001   431,873.022   MT  0.99965719   -0 26 39.9
 GJ0710
 GJ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0710!SPC OK N     -   0.99988953  x   0.99994934  =   0.99983888
 GJ0710!UTM  14      -   0.99988953  x   0.99965719  =   0.99954676
 GJ0710
 GJ0710:                Primary Azimuth Mark                     Grid Az
 GJ0710:SPC OK N     -  DICK AZ MK                               358 11 47.2
 GJ0710:UTM  14      -  DICK AZ MK                               357 36 16.5
 GJ0710
 GJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3187384921(NAD 83)
 GJ0710
 GJ0710|---------------------------------------------------------------------|
 GJ0710| PID    Reference Object                     Distance      Geod. Az  |
 GJ0710|                                                           dddmmss.s |
 GJ0710| CK8526 DICK RM 1                            19.520 METERS 17810     |
 GJ0710| CK8527 DICK RM 2                            35.156 METERS 27110     |
 GJ0710| GJ0707 ARNETT COUNTY COURTHOUSE MAST       APPROX.14.3 KM 3544127.1 |
 GJ0710| GJ0706 ARNETT MUNICIPAL WATER TANK         APPROX.14.3 KM 3551855.8 |
 GJ0710| CK8525 DICK AZ MK                                         3570936.6 |
 GJ0710|---------------------------------------------------------------------|
 GJ0710
 GJ0710                          SUPERSEDED SURVEY CONTROL
 GJ0710
 GJ0710  NAD 83(1986)-  36 00 22.99992(N)    099 45 21.40369(W) AD(       ) 2
 GJ0710  NAD 27      -  36 00 22.83882(N)    099 45 19.99458(W) AD(       ) 2
 GJ0710
 GJ0710.Superseded values are not recommended for survey control.
 GJ0710
 GJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0710.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0710
 GJ0710_MARKER: DS = TRIANGULATION STATION DISK
 GJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0710_STAMPING: DICK 1963
 GJ0710_MARK LOGO: CGS
 GJ0710_PROJECTION: FLUSH
 GJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0710+STABILITY: SURFACE MOTION
 GJ0710
 GJ0710  HISTORY     - Date     Condition        Report By
 GJ0710  HISTORY     - 1963     MONUMENTED       CGS
 GJ0710
 GJ0710                          STATION DESCRIPTION
 GJ0710
 GJ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0710'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF ARNETT, 14-1/4 MILES
 GJ0710'SOUTHWEST OF HARMON AND ON THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY
 GJ0710'283.
 GJ0710'
 GJ0710'TO REACH THE STATION FROM THE COURTHOUSE IN ARNETT, GO EAST ON U. S.
 GJ0710'HIGHWAYS 60 AND 283, FOR 0.65 MILE TO A FORK, KEEP THE RIGHT FORK
 GJ0710'AND GO SOUTH ON U. S. HIGHWAY 283 FOR 3.5 MILES TO A GRAVELED SIDE
 GJ0710'ROAD RIGHT, CONTINUE AHEAD ON THE HIGHWAY FOR 5.1 MILES TO THE
 GJ0710'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.4
 GJ0710'MILE TO THE STATION ON THE LEFT.
 GJ0710'
 GJ0710'THE STATION MARK IS A STANDARD DISK, STAMPED DICK 1963, SET IN THE
 GJ0710'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0710'109 FEET NORTH OF A POWER LINE POLE, 100 FEET NORTH OF THE
 GJ0710'CENTERLINE OF THE DRIVEWAY LEADING TO AND OLD FARM HOUSE, 56.3 FEET
 GJ0710'EAST OF THE CENTERLINE OF U. S. HIGHWAY 283, 4.7 FEET WEST OF A
 GJ0710'NORTH-SOUTH FENCE, 5.0 FEET SOUTHWEST OF A METAL WITNESS POST
 GJ0710'AND ABOUT 3 FEET HIGHER THAN U. S. HIGHWAY 283.
 GJ0710'
 GJ0710'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DICK NO 1 1963, SET IN
 GJ0710'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0710'IT IS 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3
 GJ0710'FEET HIGHER, 46 FEET NORTH OF A POWER LINE POLE, 37 FEET NORTH OF
 GJ0710'THE CENTERLINE OF THE DRIVEWAY, 1.7 FEET WEST OF A NORTH-SOUTH
 GJ0710'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0710'
 GJ0710'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DICK NO 2 1963, SET IN
 GJ0710'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0710'IS 121 FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE ROAD, 59.6
 GJ0710'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE
 GJ0710'AND ABOUT 2 FOOT LOWER THAN THE STATION.
 GJ0710'
 GJ0710'AZIMUTH MARK IS A STANDARD DISK, STAMPED DICK 1963, SET IN THE TOP
 GJ0710'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0710'61 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 283 AND ABOUT 3
 GJ0710'FEET HIGHER, 1.8 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST
 GJ0710'OF A NORTH-SOUTH FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0900 ***********************************************************************
 EK0900  DESIGNATION -  DIERKS
 EK0900  PID         -  EK0900
 EK0900  STATE/COUNTY-  OK/MCCURTAIN
 EK0900  COUNTRY     -  US
 EK0900  USGS QUAD   -  EAGLETOWN (2018)
 EK0900
 EK0900                         *CURRENT SURVEY CONTROL
 EK0900  ______________________________________________________________________
 EK0900* NAD 83(1997) POSITION- 34 01 23.35211(N) 094 31 58.62900(W)   ADJUSTED
 EK0900* NAVD 88 ORTHO HEIGHT -   148.    (meters)      486.    (feet) SCALED
 EK0900  ______________________________________________________________________
 EK0900  GEOID HEIGHT    -        -27.920 (meters)                     GEOID18
 EK0900  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 EK0900  HORZ ORDER      -  FIRST
 EK0900
 EK0900.The horizontal coordinates were established by classical geodetic methods
 EK0900.and adjusted by the National Geodetic Survey in September 1999.
 EK0900
 EK0900.The orthometric height was scaled from a topographic map.
 EK0900
 EK0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0900.GEOID18 height accuracy estimate available here.
 EK0900
 EK0900.Click photographs - Photos may exist for this station.
 EK0900
 EK0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0900
 EK0900. The following values were computed from the NAD 83(1997) position.
 EK0900
 EK0900;                    North         East     Units Scale Factor Converg.
 EK0900;SPC OK S     -    82,016.163   920,147.291   MT  0.99998356   +1 58 04.6
 EK0900;SPC OK S     -   269,081.36  3,018,849.90   sFT  0.99998356   +1 58 04.6
 EK0900;UTM  15      - 3,765,782.720   358,467.214   MT  0.99984693   -0 51 28.3
 EK0900
 EK0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0900!SPC OK S     -   0.99998115  x   0.99998356  =   0.99996471
 EK0900!UTM  15      -   0.99998115  x   0.99984693  =   0.99982808
 EK0900
 EK0900:                Primary Azimuth Mark                     Grid Az
 EK0900:SPC OK S     -  DE QUEEN                                 099 11 06.4
 EK0900:UTM  15      -  DE QUEEN                                 102 00 39.3
 EK0900
 EK0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5846765782(NAD 83)
 EK0900
 EK0900|---------------------------------------------------------------------|
 EK0900| PID    Reference Object                     Distance      Geod. Az  |
 EK0900|                                                           dddmmss.s |
 EK0900| DM1049 DE QUEEN                            APPROX.19.6 KM 1010911.0 |
 EK0900| DM1191 JEWELL LOOKOUT TOWER AFC            APPROX.22.8 KM 1512020.7 |
 EK0900| CX5736 DIERKS RM 2                          25.959 METERS 21009     |
 EK0900| EK0911 CARNASAW LOOKOUT TOWER              APPROX.16.6 KM 3241026.3 |
 EK0900| CX5735 DIERKS RM 1                          31.040 METERS 35643     |
 EK0900|---------------------------------------------------------------------|
 EK0900
 EK0900                          SUPERSEDED SURVEY CONTROL
 EK0900
 EK0900  NAD 83(1993)-  34 01 23.35360(N)    094 31 58.62787(W) AD(       ) 1
 EK0900  NAD 83(1986)-  34 01 23.35880(N)    094 31 58.62093(W) AD(       ) 1
 EK0900  NAD 27      -  34 01 22.95400(N)    094 31 57.85800(W) AD(       ) 1
 EK0900
 EK0900.Superseded values are not recommended for survey control.
 EK0900
 EK0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0900.See file dsdata.pdf to determine how the superseded data were derived.
 EK0900
 EK0900_MARKER: DS = TRIANGULATION STATION DISK
 EK0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0900_STAMPING: DIERKS 1952
 EK0900_MARK LOGO: CGS
 EK0900_PROJECTION: FLUSH
 EK0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0900+STABILITY: SURFACE MOTION
 EK0900
 EK0900  HISTORY     - Date     Condition        Report By
 EK0900  HISTORY     - 1952     MONUMENTED       CGS
 EK0900
 EK0900                          STATION DESCRIPTION
 EK0900
 EK0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0900'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF EAGLETOWN,
 EK0900'2 MILES SOUTH OF U.S. HIGHWAY 70, IN A WOODED AREA.  IT
 EK0900'IS 71 FEET NORTH OF A PINE TREE WITH A TRIANGLE BLAZE, 40
 EK0900'FEET SOUTHEAST OF A 12 INCH HICKORY TREE WITH A TRIANGLE
 EK0900'BLAZE, 30 FEET SOUTH OF A 24 INCH OAK TREE WITH A TRIANGLE
 EK0900'BLAZE AND 7 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS
 EK0900'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EK0900'DIERKS 1952.
 EK0900'
 EK0900'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION.  THE
 EK0900'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DIERKS NO 1
 EK0900'1952.
 EK0900'
 EK0900'REFERENCE MARK NO. 2 IS 20 FEET WEST-SOUTHWEST OF A PINE
 EK0900'TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES
 EK0900'AND THE DISK IS STAMPED DIERKS NO 2 1952.
 EK0900'
 EK0900'NO AZIMUTH MARK WAS SET.
 EK0900'
 EK0900'TO REACH FROM THE CROSSROADS JUST NORTH OF EAGLETOWN, GO
 EK0900'EAST ON U.S. HIGHWAY 70 FOR 2.05 MILES TO CROSSROADS, TURN
 EK0900'RIGHT ON GRAVELED ROAD 2.3 MILES TO WHERE THE MAIN ROAD
 EK0900'TURNS RIGHT AT A CHURCH, TURN LEFT ON A DIM WOODS ROAD, EAST
 EK0900'AND SOUTHEAST FOR 0.3 MILE, TAKE LEFT FORK 0.15 MILE, TAKE
 EK0900'LEFT FORK 0.6 MILE, TAKE RIGHT FORK 0.1 MILE TO THE STATION
 EK0900'ON THE LEFT.
 EK0900'
 EK0900'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0773 ***********************************************************************
 EL0773  DESIGNATION -  DILL
 EL0773  PID         -  EL0773
 EL0773  STATE/COUNTY-  OK/MARSHALL
 EL0773  COUNTRY     -  US
 EL0773  USGS QUAD   -  TISHOMINGO (2018)
 EL0773
 EL0773                         *CURRENT SURVEY CONTROL
 EL0773  ______________________________________________________________________
 EL0773* NAD 83(1993) POSITION- 34 08 36.47282(N) 096 43 58.95316(W)   ADJUSTED
 EL0773* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 EL0773  ______________________________________________________________________
 EL0773  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 EL0773  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 EL0773  HORZ ORDER      -  SECOND
 EL0773
 EL0773.The horizontal coordinates were established by classical geodetic methods
 EL0773.and adjusted by the National Geodetic Survey in November 1994.
 EL0773
 EL0773.The orthometric height was scaled from a topographic map.
 EL0773
 EL0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0773.GEOID18 height accuracy estimate available here.
 EL0773
 EL0773.Click photographs - Photos may exist for this station.
 EL0773
 EL0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0773
 EL0773. The following values were computed from the NAD 83(1993) position.
 EL0773
 EL0773;                    North         East     Units Scale Factor Converg.
 EL0773;SPC OK S     -    90,595.868   716,843.335   MT  0.99996534   +0 43 08.9
 EL0773;SPC OK S     -   297,229.94  2,351,843.51   sFT  0.99996534   +0 43 08.9
 EL0773;UTM  14      - 3,780,384.781   709,016.346   MT  1.00013856   +1 16 22.2
 EL0773
 EL0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0773!SPC OK S     -   0.99996279  x   0.99996534  =   0.99992813
 EL0773!UTM  14      -   0.99996279  x   1.00013856  =   1.00010135
 EL0773
 EL0773:                Primary Azimuth Mark                     Grid Az
 EL0773:SPC OK S     -  DILL AZ MK                               089 24 35.3
 EL0773:UTM  14      -  DILL AZ MK                               088 51 22.0
 EL0773
 EL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0901680384(NAD 83)
 EL0773
 EL0773|---------------------------------------------------------------------|
 EL0773| PID    Reference Object                     Distance      Geod. Az  |
 EL0773|                                                           dddmmss.s |
 EL0773| CX9469 DILL RM 1                            17.903 METERS 00622     |
 EL0773| CX9468 DILL AZ MK                                         0900744.2 |
 EL0773| EL0771 KINGSTON MUNICIPAL TANK             APPROX.15.7 KM 1752334.2 |
 EL0773| EL0777 MADILL EAST MUNICIPAL TANK          APPROX. 6.7 KM 2122910.9 |
 EL0773| EL0776 MADILL WEST MUNICIPAL TANK          APPROX. 7.8 KM 2185506.2 |
 EL0773| CX9470 DILL RM 2                             9.498 METERS 26501     |
 EL0773|---------------------------------------------------------------------|
 EL0773
 EL0773                          SUPERSEDED SURVEY CONTROL
 EL0773
 EL0773  NAD 83(1986)-  34 08 36.47878(N)    096 43 58.94502(W) AD(       ) 2
 EL0773  NAD 27      -  34 08 36.12860(N)    096 43 57.94220(W) AD(       ) 2
 EL0773
 EL0773.Superseded values are not recommended for survey control.
 EL0773
 EL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0773.See file dsdata.pdf to determine how the superseded data were derived.
 EL0773
 EL0773_MARKER: DS = TRIANGULATION STATION DISK
 EL0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0773_STAMPING: DILL 1955
 EL0773_MARK LOGO: CGS
 EL0773_PROJECTION: FLUSH
 EL0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0773+STABILITY: SURFACE MOTION
 EL0773
 EL0773  HISTORY     - Date     Condition        Report By
 EL0773  HISTORY     - 1955     MONUMENTED       CGS
 EL0773  HISTORY     - 19960803 POOR             USPSQD
 EL0773
 EL0773                          STATION DESCRIPTION
 EL0773
 EL0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0773'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF TISHOMINGO
 EL0773'AND 4.0 MILES NORTHEAST OF MADILL ON A BARE HILL ACROSS A
 EL0773'ROAD FROM A FARM HOUSE, 31 FEET SOUTH OF THE CENTER OF A GRAVELED
 EL0773'ROAD AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 EL0773'STAMPED DILL 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0773'
 EL0773'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 27 FEET
 EL0773'NORTH OF THE CENTER OF THE ROAD, 17 FEET WEST OF THE CENTER
 EL0773'OF A DRIVEWAY INTO FARM YARD, 3 FEET SOUTH OF AN EAST-WEST FENCE
 EL0773'LINE AND 2 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED DILL
 EL0773'NO 1 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0773'
 EL0773'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET
 EL0773'SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTHEAST OF AN R.E.A.
 EL0773'POWER LINE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 EL0773'IT IS STAMPED DILL NO 2 1955 AND IS FLUSH WITH THE GROUND
 EL0773'SURFACE.
 EL0773'
 EL0773'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.7 FEET.
 EL0773'
 EL0773'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 26 FEET SOUTH
 EL0773'OF THE CENTER OF THE ROAD, 1 FOOT WEST OF A WITNESS POST AND
 EL0773'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED DILL
 EL0773'1955 AND PROJECTS 3 INCHES.
 EL0773'
 EL0773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99
 EL0773'AND 199, (0.3 MILE EAST OF THE COURTHOUSE IN MADILL).  GO
 EL0773'NORTHEAST ON STATE HIGHWAY 99 FOR 3.4 MILES TO AN ANGLING
 EL0773'CROSSROAD, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.0
 EL0773'MILE TO A T ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.35 MILE
 EL0773'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST
 EL0773'FOR 0.2 MILE TO A FARM HOUSE ON THE RIGHT AND THE STATION ON
 EL0773'THE LEFT AS DESCRIBED.
 EL0773
 EL0773                          STATION RECOVERY (1996)
 EL0773
 EL0773'RECOVERY NOTE BY US POWER SQUADRON 1996
 EL0773'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0576 ***********************************************************************
 FK0576  DESIGNATION -  DILL
 FK0576  PID         -  FK0576
 FK0576  STATE/COUNTY-  OK/WASHITA
 FK0576  COUNTRY     -  US
 FK0576  USGS QUAD   -  DILL CITY (2018)
 FK0576
 FK0576                         *CURRENT SURVEY CONTROL
 FK0576  ______________________________________________________________________
 FK0576* NAD 83(1993) POSITION- 35 17 24.61088(N) 099 07 41.40870(W)   ADJUSTED
 FK0576* NAD 83(1993) ELLIP HT-   549.232 (meters)        (11/28/94)   ADJUSTED
 FK0576* NAVD 88 ORTHO HEIGHT -   576.3   (meters)     1891.    (feet) VERTCON3
 FK0576  ______________________________________________________________________
 FK0576  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 FK0576  NAD 83(1993) X  -   -826,904.460 (meters)                     COMP
 FK0576  NAD 83(1993) Y  - -5,146,334.181 (meters)                     COMP
 FK0576  NAD 83(1993) Z  -  3,664,507.781 (meters)                     COMP
 FK0576  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 FK0576  HORZ ORDER      -  FIRST
 FK0576  VERT ORDER      -  THIRD ? (See Below)
 FK0576  ELLP ORDER      -  FIFTH     CLASS I
 FK0576
 FK0576.The horizontal coordinates were established by classical geodetic methods
 FK0576.and adjusted by the National Geodetic Survey in November 1994.
 FK0576
 FK0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0576
 FK0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0576.GEOID18 height accuracy estimate available here.
 FK0576
 FK0576.The vertical order pertains to the NGVD 29 superseded value.
 FK0576
 FK0576.Click photographs - Photos may exist for this station.
 FK0576
 FK0576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0576
 FK0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0576
 FK0576.The ellipsoidal height was determined by GPS observations
 FK0576.and is referenced to NAD 83.
 FK0576
 FK0576. The following values were computed from the NAD 83(1993) position.
 FK0576
 FK0576;                    North         East     Units Scale Factor Converg.
 FK0576;SPC OK S     -   217,640.570   497,377.332   MT  1.00001173   -0 38 25.3
 FK0576;SPC OK S     -   714,042.44  1,631,812.13   sFT  1.00001173   -0 38 25.3
 FK0576;UTM  14      - 3,905,230.082   488,345.794   MT  0.99960167   -0 04 26.6
 FK0576
 FK0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0576!SPC OK S     -   0.99991380  x   1.00001173  =   0.99992553
 FK0576!UTM  14      -   0.99991380  x   0.99960167  =   0.99951550
 FK0576
 FK0576:                Primary Azimuth Mark                     Grid Az
 FK0576:SPC OK S     -  DILL AZ MK                               079 31 34.0
 FK0576:UTM  14      -  DILL AZ MK                               078 57 35.3
 FK0576
 FK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8834505230(NAD 83)
 FK0576
 FK0576|---------------------------------------------------------------------|
 FK0576| PID    Reference Object                     Distance      Geod. Az  |
 FK0576|                                                           dddmmss.s |
 FK0576| CK8534 DILL AZ MK                                         0785308.7 |
 FK0576| CK8536 DILL RM 1                            87.032 METERS 08430     |
 FK0576| CK8535 DILL RM                              78.900 METERS 11212     |
 FK0576| CK8537 DILL RM 2                            78.913 METERS 12021     |
 FK0576| FK0584 HOBART WATER TANK                   APPROX.29.4 KM 1733907.1 |
 FK0576| FK0590 SENTINEL WATER TANK                 APPROX.15.2 KM 1950050.7 |
 FK0576|---------------------------------------------------------------------|
 FK0576
 FK0576                          SUPERSEDED SURVEY CONTROL
 FK0576
 FK0576  NAD 83(1986)-  35 17 24.61530(N)    099 07 41.40601(W) AD(       ) 1
 FK0576  NAD 27      -  35 17 24.42723(N)    099 07 40.12172(W) AD(       ) 1
 FK0576  USSD        -  35 17 24.36800(N)    099 07 40.48700(W) AD(       ) 3
 FK0576
 FK0576.Superseded values are not recommended for survey control.
 FK0576
 FK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0576.See file dsdata.pdf to determine how the superseded data were derived.
 FK0576
 FK0576_MARKER: DS = TRIANGULATION STATION DISK
 FK0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0576_STAMPING: DILL 1921 1935
 FK0576_MARK LOGO: CGS
 FK0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0576+STABILITY: SURFACE MOTION
 FK0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0576+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FK0576
 FK0576  HISTORY     - Date     Condition        Report By
 FK0576  HISTORY     - 1921     MONUMENTED       CGS
 FK0576  HISTORY     - 1921     GOOD             CGS
 FK0576  HISTORY     - 1934     GOOD             CGS
 FK0576  HISTORY     - 1935     GOOD             CGS
 FK0576  HISTORY     - 1936     GOOD             CGS
 FK0576  HISTORY     - 1938     GOOD             GRDC
 FK0576  HISTORY     - 1960     GOOD             CGS
 FK0576  HISTORY     - 1961     GOOD             CGS
 FK0576  HISTORY     - 1985     GOOD             DMA
 FK0576  HISTORY     - 19890301 GOOD             NGS
 FK0576
 FK0576                          STATION DESCRIPTION
 FK0576
 FK0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0576'ONE MILE NORTH AND 1/4 MILE EAST OF DILL CITY, A SMALL TOWN
 FK0576'ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, NEAR NORTH
 FK0576'SIDE OF NORTHWEST QUARTER OF SEC. 32 OR 33, T. 10 N., R. 18 W.,
 FK0576'ON LAND OWNED BY J.E. YARBOROUGH, ON SAND RIDGE ABOUT 90
 FK0576'METERS (295 FEET) WEST OF RAILWAY, AND ABOUT 135 METERS
 FK0576'(443 FEET) SOUTH OF ROAD ON NORTH SIDE OF SECTION.  SURFACE
 FK0576'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FK0576'REFERENCE MARK IS STANDARD REFERENCE DISK IN
 FK0576'CONCRETE, 78.90 METERS (258.9 FEET) FROM STATION,
 FK0576'S 67 DEG 42 MIN E.  STATION IDENTICAL WITH DILL AZIMUTH
 FK0576'STATION.  DILL LATITUDE STATION AND DILL LONGITUDE STATION
 FK0576'ARE DISTANT 10.47 METERS (34.4 FEET) 0.41 SEC OF LONGITUDE
 FK0576'WEST FROM STATION.
 FK0576
 FK0576                          STATION RECOVERY (1921)
 FK0576
 FK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 FK0576'RECOVERED IN GOOD CONDITION.
 FK0576
 FK0576                          STATION RECOVERY (1934)
 FK0576
 FK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0576'ORIGINAL DESCRIPTION GOOD.  STATION GOOD, LOCATION MARKED BY
 FK0576'AN IRON POST NEAR, AS LOCATION IS SUBJECT TO SAND DRIFT.
 FK0576'
 FK0576'REFERENCE MARK, 258.9 FEET, S 67 DEG 48 MIN E GOOD,
 FK0576'RECOVERED ABOUT 10 INCHES BELOW SURFACE, IN LINE OF WEST
 FK0576'RIGHT-OF-WAY ALONG RAILWAY, OPPOSITE POLE 419.
 FK0576
 FK0576                          STATION RECOVERY (1935)
 FK0576
 FK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0576'STATION IS LOCATED IN SEC. 5, T. 9 N., R. 18 W., ABOUT 7.85
 FK0576'MILES WEST OF CORDELL, 1 MILE NORTH AND 1/4 MILE EAST OF DILL,
 FK0576'ON A LOW SANDY RIDGE ON THE SOUTH SIDE OF A PEACH ORCHARD.
 FK0576'IT IS APPROXIMATELY 0.1 MILE SOUTH OF STATE HIGHWAY 41, 320
 FK0576'FEET WEST OF KANSAS CITY MEXICO AND ORIENT RAILWAY, AND 46
 FK0576'FEET NORTH OF FENCE LINE.  STATION MARK, WAS FOUND
 FK0576'IN GOOD CONDITION.  OLD REFERENCE MARK WAS NOT RECOVERED.
 FK0576'NEW REFERENCE MARKS AND AZIMUTH MARK WERE ESTABLISHED.
 FK0576'
 FK0576'TO REACH FROM COURTHOUSE IN CORDELL, GO WEST ON STATE HIGHWAY
 FK0576'41 FOR 7.85 MILES, THENCE LEFT (SOUTH) INTO THE YARD OF MR.
 FK0576'H.F. MURDOCK.  MARK IS ABOUT 225 FEET EAST-SOUTHEAST OF MR.
 FK0576'MURDOCKS HOUSE.
 FK0576'
 FK0576'REFERENCE MARK NO.1 IS 286.20 FEET EAST-NORTHEAST
 FK0576'OF STATION, IN WEST RIGHT-OF-WAY FENCE LINE, 47 FEET WEST OF
 FK0576'WEST RAIL OF RAILROAD, 132 FEET NORTH OF RAILWAY MILEPOST NO.
 FK0576'
 FK0576'REFERENCE MARK NO.2 IS 262.56 FEET EAST-SOUTHEAST
 FK0576'OF STATION, IN WEST RIGHT-OF-WAY FENCE LINE, 47.2 FEET WEST
 FK0576'OF WEST RAIL OF RAILROAD, 39 FEET SOUTH OF RAILWAY MILEPOST
 FK0576'NO.419, AND PROJECTS 6 INCHES ABOVE GROUND.
 FK0576'
 FK0576'AZIMUTH MARK IS 0.5 MILE EAST OF STATION ON TOP
 FK0576'OF RISE.  IT IS 58 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY
 FK0576'41, 800 FEET EAST OF RAILROAD.  MARK IS 1.87 FEET NORTH OF
 FK0576'U.S. COAST AND GEODETIC SURVEY TT-13-B-34 (1934).  TO REACH
 FK0576'FROM STATION GO NORTH TO STATE HIGHWAY 14, THENCE RIGHT
 FK0576'(EAST) 0.5 MILE TO MARK ON RIGHT.
 FK0576
 FK0576                          STATION RECOVERY (1936)
 FK0576
 FK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (NEW)
 FK0576'ONE MILE NORTH AND 1/4 MILE EAST OF DILL CITY, A SMALL TOWN ON
 FK0576'THE KANSAS CITY, MEXICO AND ORIENT RAILWAY NEAR NORTH SIDE
 FK0576'OF NORTHWEST QUARTER SEC. 5, T. 9 N., R. 18 W.  INDIAN MERIDIAN.
 FK0576'ON LAND OWNED BY H.F. MURDOCK, FORMERLY OWNED BY J.E. YARBOROUGH,
 FK0576'ON A SAND RIDGE ABOUT 530 FEET SOUTHWEST OF OVERPASS ON OKLAHOMA
 FK0576'STATE HIGHWAY 41, OVER KANSAS CITY, MEXICO AND ORIENT RAILWAY.
 FK0576'
 FK0576'STATION IS 167.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF H.F.
 FK0576'MURDOCK FARM HOME.
 FK0576'
 FK0576'STATION ORIGINALLY SET BY HEATON WITH ONE REFERENCE MARK, NOTED
 FK0576'BELOW AS ORIGINAL REF.  RE-OCCUPIED IN 1934 BY ASLAKSON WHO SET
 FK0576'TWO ADDITIONAL REFERENCES NO.1 AND NO.2.  IN 1936 CONSTRUCTION
 FK0576'OF HIGHWAY OVERPASS DEMANDED BORROW FROM THE KNOLL ON WHICH
 FK0576'STATION WAS LOCATED.  STATION WAS REFERENCED, REMOVED DURING
 FK0576'CONSTRUCTION AND RESET BY N.E. WOLFARD.  CHECK OBSERVATIONS
 FK0576'AND MEASUREMENTS AS NOTED HEREON.
 FK0576'
 FK0576'ORIGINAL REF IS 257.30 FEET DISTANT, BY WESTERLY
 FK0576'RAILWAY RIGHT-OF-WAY FENCE.
 FK0576'
 FK0576'REFERENCE NO.1 IS 285.53 FEET DISTANT BY WESTERLY
 FK0576'RAILWAY RIGHT-OF-WAY FENCE.
 FK0576'
 FK0576'REFERENCE NO.2 IS 261.91 FEET DISTANT BY WESTERLY
 FK0576'RAILWAY RIGHT-OF-WAY FENCE.
 FK0576
 FK0576                          STATION RECOVERY (1938)
 FK0576
 FK0576'RECOVERY NOTE BY GULF RESEARCH AND DEVELOPMENT COMPANY 1938
 FK0576'RECOVERED BY GULF RESEARCH AND DEV. CO.
 FK0576'
 FK0576'ABOUT 1 MILE NORTH AND 1/4 MILE EAST OF CITY OF DILL.  DESCRIBED
 FK0576'AS NEAR NORTH SIDE OF SEC. 32
 FK0576'OR 33, T. 10 N., R. 18 W.  WE FIND IT TO BE AS FOLLOWS- 126
 FK0576'METERS NORTH AND 617 METERS WEST TO NORTHWEST CORNER OF SEC.
 FK0576'6, T. 9 N., R. 18 W.  (MEASUREMENTS BY STADIA).
 FK0576'
 FK0576'REFERENCE MARK DESCRIBED AS
 FK0576'78.90 METERS, S 67 DEG 42 MIN E FROM STATION.  WE FIND
 FK0576'IT TO BE 87 METERS, N 84 DEG 24 MIN E, FROM STATION.
 FK0576
 FK0576                          STATION RECOVERY (1960)
 FK0576
 FK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0576'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FK0576'TO BE IN GOOD CONDITION.  THE REFERENCE MARKS ARE NOT VISIBLE
 FK0576'FROM THE GROUND, AND REQUIRE TAPEING BENCHES FOR MEASUREMENT
 FK0576'TO THE STATION.  A NEW DESCRIPTION FOLLOWS,
 FK0576'
 FK0576'THE STATION IS LOCATED ABOUT 7-3/4 MILES WEST OF CORDELL,
 FK0576'1 MILE NORTH OF DILL, ON MR. A.N. TURNERS PROPERTY.
 FK0576'
 FK0576'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DILL,
 FK0576'GO WEST 0.3 MILE TO AN INTERSECTION.  TURN RIGHT AND GO NORTH
 FK0576'FOR 1 MILE TO THE INTERSECTION OF STATE HIGHWAY 152.  TURN RIGHT
 FK0576'AND GO EAST ON STATE HIGHWAY 152 FOR 0.3 MILE TO A DRIVEWAY
 FK0576'ON THE RIGHT.  TURN RIGHT AND GO 0.15 MILE TO A WIRE
 FK0576'GATE AT THE SOUTHEAST CORNER OF MR. TURNERS YARD.  PASS THROUGH
 FK0576'THE GATE AND GO SOUTHEAST ABOUT 100 FEET TO THE STATION.
 FK0576'
 FK0576'THE STATION MARK IS A STANDARD DISK STAMPED DILL 1921 1935,
 FK0576'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 FK0576'4 INCHES ABOVE GROUND LEVEL.
 FK0576'
 FK0576'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DILL NO
 FK0576'1 1921, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER.  MARK
 FK0576'IS AT A FENCE CORNER.
 FK0576'
 FK0576'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DILL NO
 FK0576'2 1921, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER.  MARK
 FK0576'IS IN A NORTH-SOUTH FENCE LINE.
 FK0576'
 FK0576'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DILL 1921, SET
 FK0576'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT.  MARK IS SET IN
 FK0576'A FENCE CORNER 54 FEET SOUTH OF STATE HIGHWAY 152.
 FK0576'
 FK0576'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY MENTIONED ABOVE,
 FK0576'GO EAST ON STATE HIGHWAY 152 FOR 0.35 MILE TO A FENCE CORNER
 FK0576'ON THE RIGHT AND THE AZIMUTH MARK.
 FK0576'
 FK0576'NOTE-- NO DIRECTION TO RM 2 AS TOWER LEG IS ON LINE.
 FK0576'
 FK0576'DISTANCE BETWEEN REFERENCE MARKS 170.21 FEET OR 51.880 METERS.
 FK0576
 FK0576                          STATION RECOVERY (1961)
 FK0576
 FK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0576'STATION, REFERENCE MARKS, AND AZIMUTH POINTS ALL RECOVERED
 FK0576'AND IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 FK0576
 FK0576                          STATION RECOVERY (1985)
 FK0576
 FK0576'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0576'RECOVERED IN GOOD CONDITION.
 FK0576
 FK0576                          STATION RECOVERY (1989)
 FK0576
 FK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0576'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0576'FOLLOWS.
 FK0576'THE STATION IS LOCATED ABOUT 28.7 KM (17.85 MI) SOUTHWEST OF CLINTON,
 FK0576'12.6 KM (7.85 MI) WEST OF CORDELL, AND 1.2 KM (0.75 MI) NORTH OF DILL
 FK0576'CITY.  OWNERSHIP--ALVA FARRIS, RTE 2 BOX 173, DILL CITY OK 73641.
 FK0576'PHONE (405) 674-3761.
 FK0576'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 152 IN
 FK0576'DILL CITY, GO EAST ON HIGHWAY 152 FOR 0.4 KM (0.25 MI) TO A TRACK ROAD
 FK0576'ON THE RIGHT, JUST AFTER PASSING A HOUSE WITH TWO DRIVEWAYS.  TURN
 FK0576'RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.1 KM (0.05 MI) TO A TRACK
 FK0576'ROAD ON THE RIGHT AT THE END OF A FENCE.  TURN RIGHT AND GO SOUTH ON
 FK0576'THE TRACK ROAD PASSING AN OLD HOUSE FOR 0.1 KM (0.05 MI) TO A GATE
 FK0576'(GATE AND FENCE ARE ELECTRIC).  PASS THROUGH GATE AND GO SOUTHEAST ON
 FK0576'THE TRACK ROAD FOR 30.5 M (100.1 FT) TO THE STATION ON THE LEFT.
 FK0576'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 40 CM ROUND
 FK0576'CONCRETE POST THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 97.5 M
 FK0576'(319.9 FT) WEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 FK0576'RAILROAD, 68.6 M (225.1 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 FK0576'THE HOUSE, 17.0 M (55.8 FT) EAST OF THE CENTER OF THE TRACK ROAD, 14.0
 FK0576'M (45.9 FT) SOUTH OF A FENCE, AND 0.9 M (3.0 FT) WEST OF A METAL
 FK0576'WITNESS POST.
 FK0576'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0575 ***********************************************************************
 FK0575  DESIGNATION -  DILL MUNICIPAL WATER TANK
 FK0575  PID         -  FK0575
 FK0575  STATE/COUNTY-  OK/WASHITA
 FK0575  COUNTRY     -  US
 FK0575  USGS QUAD   -  DILL CITY (2018)
 FK0575
 FK0575                         *CURRENT SURVEY CONTROL
 FK0575  ______________________________________________________________________
 FK0575* NAD 83(1993) POSITION- 35 16 31.10396(N) 099 07 46.66077(W)   ADJUSTED
 FK0575  ______________________________________________________________________
 FK0575  GEOID HEIGHT    -        -26.879 (meters)                     GEOID18
 FK0575  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 FK0575  HORZ ORDER      -  THIRD
 FK0575
 FK0575.The horizontal coordinates were established by classical geodetic methods
 FK0575.and adjusted by the National Geodetic Survey in November 1994.
 FK0575
 FK0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0575.GEOID18 height accuracy estimate available here.
 FK0575
 FK0575.Click photographs - Photos may exist for this station.
 FK0575
 FK0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0575
 FK0575. The following values were computed from the NAD 83(1993) position.
 FK0575
 FK0575;                    North         East     Units Scale Factor Converg.
 FK0575;SPC OK S     -   215,993.150   497,226.176   MT  1.00000856   -0 38 28.3
 FK0575;SPC OK S     -   708,637.53  1,631,316.21   sFT  1.00000856   -0 38 28.3
 FK0575;UTM  14      - 3,903,581.922   488,210.983   MT  0.99960171   -0 04 29.5
 FK0575
 FK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8821003581(NAD 83)
 FK0575
 FK0575                          SUPERSEDED SURVEY CONTROL
 FK0575
 FK0575  NAD 83(1986)-  35 16 31.10822(N)    099 07 46.65842(W) AD(       ) 3
 FK0575  NAD 27      -  35 16 30.92130(N)    099 07 45.37493(W) AD(       ) 3
 FK0575
 FK0575.Superseded values are not recommended for survey control.
 FK0575
 FK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0575.See file dsdata.pdf to determine how the superseded data were derived.
 FK0575
 FK0575_MARKER: 53 = ELEVATED TANK
 FK0575
 FK0575  HISTORY     - Date     Condition        Report By
 FK0575  HISTORY     - 1960     FIRST OBSERVED   CGS
 FK0575
 FK0575                          STATION DESCRIPTION
 FK0575
 FK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 FK0575'THE STATION IS THE STEEL BALL AT THE CENTER OF THE TOP OF
 FK0575'THE DILL CITY MUNICIPAL WATER TANK.  THE TANK IS ROUND IN
 FK0575'SHAPE, ELEVATED AND SUPPORTED UPON SIX STEEL LEGS AND PAINTED
 FK0575'SILVER IN COLOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1044 ***********************************************************************
 EL1044  DESIGNATION -  DILLPORT
 EL1044  PID         -  EL1044
 EL1044  STATE/COUNTY-  OK/MARSHALL
 EL1044  COUNTRY     -  US
 EL1044  USGS QUAD   -  RAVIA (2018)
 EL1044
 EL1044                         *CURRENT SURVEY CONTROL
 EL1044  ______________________________________________________________________
 EL1044* NAD 83(1993) POSITION- 34 08 39.86478(N) 096 48 40.81148(W)   ADJUSTED
 EL1044* NAD 83(1993) ELLIP HT-   236.749 (meters)        (11/28/94)   ADJUSTED
 EL1044* NAVD 88 ORTHO HEIGHT -   262.5   (meters)      861.    (feet) VERTCON3
 EL1044  ______________________________________________________________________
 EL1044  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EL1044  NAD 83(1993) X  -   -626,741.658 (meters)                     COMP
 EL1044  NAD 83(1993) Y  - -5,247,182.778 (meters)                     COMP
 EL1044  NAD 83(1993) Z  -  3,559,847.788 (meters)                     COMP
 EL1044  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 EL1044  HORZ ORDER      -  SECOND
 EL1044  ELLP ORDER      -  FIFTH     CLASS I
 EL1044
 EL1044.This mark is at Madill Airport (1F4)
 EL1044
 EL1044.The horizontal coordinates were established by GPS observations
 EL1044.and adjusted by the National Geodetic Survey in November 1994.
 EL1044
 EL1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1044
 EL1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1044.GEOID18 height accuracy estimate available here.
 EL1044
 EL1044.Click photographs - Photos may exist for this station.
 EL1044
 EL1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1044
 EL1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1044
 EL1044.The ellipsoidal height was determined by GPS observations
 EL1044.and is referenced to NAD 83.
 EL1044
 EL1044. The following values were computed from the NAD 83(1993) position.
 EL1044
 EL1044;                    North         East     Units Scale Factor Converg.
 EL1044;SPC OK S     -    90,612.544   709,621.899   MT  0.99996521   +0 40 28.9
 EL1044;SPC OK S     -   297,284.65  2,328,151.18   sFT  0.99996521   +0 40 28.9
 EL1044;UTM  14      - 3,780,331.633   701,793.968   MT  1.00010199   +1 13 43.9
 EL1044
 EL1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1044!SPC OK S     -   0.99996284  x   0.99996521  =   0.99992805
 EL1044!UTM  14      -   0.99996284  x   1.00010199  =   1.00006482
 EL1044
 EL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0179380331(NAD 83)
 EL1044
 EL1044                          SUPERSEDED SURVEY CONTROL
 EL1044
 EL1044  NAD 83(1986)-  34 08 39.87000(N)    096 48 40.80394(W) AD(       ) 2
 EL1044  NGVD 29 (11/30/89)  262.5    (m)  RAPSU86  model used  GPS OBS        
 EL1044
 EL1044.Superseded values are not recommended for survey control.
 EL1044
 EL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1044.See file dsdata.pdf to determine how the superseded data were derived.
 EL1044
 EL1044_MARKER: I = METAL ROD
 EL1044_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1044_STAMPING: DILLPORT 1989
 EL1044_MARK LOGO: NGS
 EL1044_PROJECTION: FLUSH
 EL1044_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1044+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EL1044_ROD/PIPE-DEPTH: 4.4 meters
 EL1044_SLEEVE-DEPTH  : 1.0 meters
 EL1044
 EL1044  HISTORY     - Date     Condition        Report By
 EL1044  HISTORY     - 1989     MONUMENTED       NGS
 EL1044
 EL1044                          STATION DESCRIPTION
 EL1044
 EL1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EL1044'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF MADILL, AT
 EL1044'THE MADILL MUNICIPAL AIRPORT, ALONG THE EAST SIDE AND NEAR THE NORTH
 EL1044'END OF THE RUNWAY.  OWNERSHIP--CITY OF MADILL, C/O AIRPORT MANAGER
 EL1044'DICK PHILLIPS, P O BOX 320, MADILL OK 73446. PHONE (405) 795-3364.
 EL1044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 177 AND
 EL1044'STATE HIGHWAY 199 IN WEST MADILL, GO NORTH THEN NORTHWEST FOR 6.5 KM
 EL1044'(4.05 MI) ON HIGHWAYS 177 AND 199 TO A GRAVEL ROAD LEFT.  TURN LEFT
 EL1044'AND GO SOUTHWEST THEN SOUTH FOR 1.0 KM (0.60 MI) ON THE AIRPORT
 EL1044'ENTRANCE ROAD TO A HANGAR ON THE RIGHT AND A CONNECTING TAXIWAY LEFT.
 EL1044'TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 EL1044'TO THE RUNWAY.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE
 EL1044'RUNWAY TO THE STATION ON THE RIGHT NEAR THE END OF THE RUNWAY.
 EL1044'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EL1044'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.4 METERS IN A GREASE
 EL1044'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EL1044'COVERED BY A STNDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 17.4
 EL1044'M (57.1 FT) SOUTHEAST FROM THE CENTER OF THE NORTH END OF THE RUNWAY,
 EL1044'12.2 M (40.0 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 EL1044'RUNWAY, AND 7.6 M (24.9 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 EL1044'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1045 ***********************************************************************
 EL1045  DESIGNATION -  DILLPORT AZ MK
 EL1045  PID         -  EL1045
 EL1045  STATE/COUNTY-  OK/MARSHALL
 EL1045  COUNTRY     -  US
 EL1045  USGS QUAD   -  RAVIA (2018)
 EL1045
 EL1045                         *CURRENT SURVEY CONTROL
 EL1045  ______________________________________________________________________
 EL1045* NAD 83(1993) POSITION- 34 08 10.92735(N) 096 48 44.70674(W)   ADJUSTED
 EL1045* NAD 83(1993) ELLIP HT-   242.015 (meters)        (11/28/94)   ADJUSTED
 EL1045* NAVD 88 ORTHO HEIGHT -   267.8   (meters)      879.    (feet) VERTCON3
 EL1045  ______________________________________________________________________
 EL1045  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 EL1045  NAD 83(1993) X  -   -626,900.626 (meters)                     COMP
 EL1045  NAD 83(1993) Y  - -5,247,672.160 (meters)                     COMP
 EL1045  NAD 83(1993) Z  -  3,559,112.742 (meters)                     COMP
 EL1045  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 EL1045  HORZ ORDER      -  SECOND
 EL1045  ELLP ORDER      -  FIFTH     CLASS I
 EL1045
 EL1045.This mark is at Madill Airport (1F4)
 EL1045
 EL1045.The horizontal coordinates were established by GPS observations
 EL1045.and adjusted by the National Geodetic Survey in November 1994.
 EL1045
 EL1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1045
 EL1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1045.GEOID18 height accuracy estimate available here.
 EL1045
 EL1045.Click photographs - Photos may exist for this station.
 EL1045
 EL1045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1045
 EL1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1045
 EL1045.The ellipsoidal height was determined by GPS observations
 EL1045.and is referenced to NAD 83.
 EL1045
 EL1045. The following values were computed from the NAD 83(1993) position.
 EL1045
 EL1045;                    North         East     Units Scale Factor Converg.
 EL1045;SPC OK S     -    89,719.827   709,532.607   MT  0.99996629   +0 40 26.7
 EL1045;SPC OK S     -   294,355.80  2,327,858.23   sFT  0.99996629   +0 40 26.7
 EL1045;UTM  14      - 3,779,437.974   701,713.301   MT  1.00010158   +1 13 40.8
 EL1045
 EL1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1045!SPC OK S     -   0.99996201  x   0.99996629  =   0.99992830
 EL1045!UTM  14      -   0.99996201  x   1.00010158  =   1.00006359
 EL1045
 EL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0171379437(NAD 83)
 EL1045
 EL1045                          SUPERSEDED SURVEY CONTROL
 EL1045
 EL1045  NAD 83(1986)-  34 08 10.93248(N)    096 48 44.69928(W) AD(       ) 2
 EL1045  NGVD 29 (11/30/89)  267.7    (m)  RAPSU86  model used  GPS OBS        
 EL1045
 EL1045.Superseded values are not recommended for survey control.
 EL1045
 EL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1045.See file dsdata.pdf to determine how the superseded data were derived.
 EL1045
 EL1045_MARKER: I = METAL ROD
 EL1045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1045_STAMPING: DILLPORT AZ MK 1989
 EL1045_MARK LOGO: NGS
 EL1045_PROJECTION: FLUSH
 EL1045_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1045+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EL1045_ROD/PIPE-DEPTH: 1.8 meters
 EL1045_SLEEVE-DEPTH  : 1.0 meters
 EL1045
 EL1045  HISTORY     - Date     Condition        Report By
 EL1045  HISTORY     - 1989     MONUMENTED       NGS
 EL1045
 EL1045                          STATION DESCRIPTION
 EL1045
 EL1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EL1045'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF MADILL, AT
 EL1045'THE MADILL MUNICIPAL AIRPORT, ALONG THE EAST SIDE AND NEAR THE SOUTH
 EL1045'END OF THE RUNWAY.  OWNERSHIP--CITY OF MADILL, C/O AIRPORT MANAGER
 EL1045'DICK PHILLIPS, P O BOX 320, MADILL OK 73446. PHONE (405) 795-3364.
 EL1045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 177 AND
 EL1045'STATE HIGHWAY 199 IN WEST MADILL, GO NORTH THEN NORTHWEST FOR 6.5 KM
 EL1045'(4.05 MI) ON HIGHWAYS 177 AND 199 TO A GRAVEL ROAD LEFT.  TURN LEFT
 EL1045'AND GO SOUTHWEST THEN SOUTH FOR 1.0 KM (0.60 MI) ON THE AIRPORT
 EL1045'ENTRANCE ROAD TO A HANGAR ON THE RIGHT AND A CONNECTING TAXIWAY LEFT.
 EL1045'TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 EL1045'TO THE RUNWAY.  TURN RIGHT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE
 EL1045'RUNWAY TO THE STATION ON THE LEFT NEAR THE END OF THE RUNWAY.
 EL1045'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EL1045'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.8 METERS IN A GREASE
 EL1045'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EL1045'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EL1045'18.3 M (60.0 FT) NORTHEAST FROM THE CENTER OF THE SOUTH END OF THE
 EL1045'RUNWAY, 12.9 M (42.3 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF
 EL1045'THE RUNWAY, AND 8.0 M (26.2 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 EL1045'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0606 ***********************************************************************
 EM0606  DESIGNATION -  DODGE
 EM0606  PID         -  EM0606
 EM0606  STATE/COUNTY-  OK/COMANCHE
 EM0606  COUNTRY     -  US
 EM0606  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0606
 EM0606                         *CURRENT SURVEY CONTROL
 EM0606  ______________________________________________________________________
 EM0606* NAD 83(2011) POSITION- 34 41 43.59595(N) 098 20 34.98583(W)   ADJUSTED
 EM0606* NAD 83(2011) ELLIP HT-   373.763 (meters)        (06/27/12)   ADJUSTED
 EM0606* NAD 83(2011) EPOCH   -  2010.00
 EM0606* NAVD 88 ORTHO HEIGHT -   399.5   (meters)     1311.    (feet) VERTCON3
 EM0606  ______________________________________________________________________
 EM0606  GEOID HEIGHT    -        -25.900 (meters)                     GEOID18
 EM0606  NAD 83(2011) X  -   -761,779.113 (meters)                     COMP
 EM0606  NAD 83(2011) Y  - -5,194,478.881 (meters)                     COMP
 EM0606  NAD 83(2011) Z  -  3,610,351.723 (meters)                     COMP
 EM0606  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 EM0606
 EM0606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0606  Standards:
 EM0606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0606  -------------------------------------------------------------------
 EM0606  NETWORK    4.35   6.12           1.83   1.66   3.12     -0.33913794
 EM0606  -------------------------------------------------------------------
 EM0606  Click here for local accuracies and other accuracy information.
 EM0606
 EM0606.The horizontal coordinates were established by GPS observations
 EM0606.and adjusted by the National Geodetic Survey in June 2012.
 EM0606
 EM0606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0606.been affixed to the stable North American tectonic plate. See 
 EM0606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0606
 EM0606.The horizontal coordinates are valid at the epoch date displayed above
 EM0606.which is a decimal equivalence of Year/Month/Day.
 EM0606
 EM0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0606
 EM0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0606.GEOID18 height accuracy estimate available here.
 EM0606
 EM0606.Click photographs - Photos may exist for this station.
 EM0606
 EM0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0606
 EM0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0606
 EM0606.The ellipsoidal height was determined by GPS observations
 EM0606.and is referenced to NAD 83.
 EM0606
 EM0606. The following values were computed from the NAD 83(2011) position.
 EM0606
 EM0606;                    North         East     Units Scale Factor Converg.
 EM0606;SPC OK S     -   151,143.539   568,569.870   MT  0.99993782   -0 11 41.0
 EM0606;SPC OK S     -   495,876.76  1,865,382.98   sFT  0.99993782   -0 11 41.0
 EM0606;UTM  14      - 3,839,466.089   560,169.363   MT  0.99964462   +0 22 26.2
 EM0606
 EM0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0606!SPC OK S     -   0.99994133  x   0.99993782  =   0.99987916
 EM0606!UTM  14      -   0.99994133  x   0.99964462  =   0.99958597
 EM0606
 EM0606:                Primary Azimuth Mark                     Grid Az
 EM0606:SPC OK S     -  DODGE AZ MK                              115 11 41.9
 EM0606:UTM  14      -  DODGE AZ MK                              114 37 34.7
 EM0606
 EM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6016939466(NAD 83)
 EM0606
 EM0606|---------------------------------------------------------------------|
 EM0606| PID    Reference Object                     Distance      Geod. Az  |
 EM0606|                                                           dddmmss.s |
 EM0606| CX7093 DODGE RM 1                            8.167 METERS 07035     |
 EM0606| CX7092 DODGE AZ MK                                        1150000.9 |
 EM0606| CX7094 DODGE RM 2                            5.802 METERS 15935     |
 EM0606| EM0655 FORT SILL CANTON HOSP HEAT PLT      APPROX. 6.6 KM 2181131.3 |
 EM0606| EM0651 FORT SILL QTRMASTER LNDRY STK       APPROX. 6.1 KM 2360809.4 |
 EM0606|---------------------------------------------------------------------|
 EM0606
 EM0606                          SUPERSEDED SURVEY CONTROL
 EM0606
 EM0606  NAD 83(2007)-  34 41 43.59577(N)    098 20 34.98633(W) AD(2002.00) 0
 EM0606  ELLIP H (02/10/07)  373.789  (m)                       GP(2002.00)    
 EM0606  ELLIP H (06/19/02)  373.800  (m)                       GP(       ) 5 1
 EM0606  NAD 83(1993)-  34 41 43.59694(N)    098 20 34.98664(W) AD(       ) 1
 EM0606  ELLIP H (11/28/94)  373.841  (m)                       GP(       ) 5 1
 EM0606  NAD 83(1986)-  34 41 43.60264(N)    098 20 34.97091(W) AD(       ) 1
 EM0606  NAD 83(1986)-  34 41 43.60112(N)    098 20 34.97172(W) AD(       ) 2
 EM0606  NAD 27      -  34 41 43.34600(N)    098 20 33.78400(W) AD(       ) 2
 EM0606  NGVD 29 (12/08/88)  399.4    (m)  RAPSU86  model used  GPS OBS        
 EM0606  NGVD 29 (07/19/86)  399.8    (m)         1312.     (f) VERT ANG       
 EM0606
 EM0606.Superseded values are not recommended for survey control.
 EM0606
 EM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0606.See file dsdata.pdf to determine how the superseded data were derived.
 EM0606
 EM0606_MARKER: DS = TRIANGULATION STATION DISK
 EM0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0606_STAMPING: DODGE 1948
 EM0606_MARK LOGO: CGS
 EM0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0606+STABILITY: SURFACE MOTION
 EM0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0606+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM0606
 EM0606  HISTORY     - Date     Condition        Report By
 EM0606  HISTORY     - 1945     MONUMENTED       USA
 EM0606  HISTORY     - 1948     GOOD             CGS
 EM0606  HISTORY     - 1951     GOOD             CGS
 EM0606  HISTORY     - 1964     GOOD             CGS
 EM0606  HISTORY     - 1967     GOOD             CGS
 EM0606  HISTORY     - 1970     GOOD             USAF
 EM0606  HISTORY     - 1988     GOOD             NGS
 EM0606  HISTORY     - 19991220 GOOD             LOCSUR
 EM0606
 EM0606                          STATION DESCRIPTION
 EM0606
 EM0606'DESCRIBED BY US ARMY 1945 (FA)
 EM0606'ON THE HIGHEST AND SOUTHERLY PORTION OF DODGE HILL A RIDGE LIKE HILL
 EM0606'RUNNING N-S IN THE EAST FIRING RANGE AT FORT SILL MILITARY
 EM0606'RESERVATION.
 EM0606'
 EM0606'REACHED FROM THE NORTH END OF HOYLE BRIDGE BY GOING NORTHEASTERLY
 EM0606'ALONG THE MAIN TRAVELED ROAD FOR 2.8 MILES TO THE BALD RIDGE CENTRAL
 EM0606'(RGP 23).  TURN LEFT (W) AND GO 0.5 MILE TO HIGHEST POINT OF RIDGE AND
 EM0606'STATION.
 EM0606'
 EM0606'MARKED BY A 1/2 INCH STEEL ROD SET IN THE CENTER OF A CONCRETE BLOCK
 EM0606'4-1/2 INCHES SQUARE AND PROJECTS 4-3/4 INCHES.  AN IRREGULAR CONCRETE
 EM0606'MASS SURROUNDS THE BLOCK AND HAS THE FOLLOWING INSCRIPTIONS--USA ENG
 EM0606'AND 9TH NOV. 12. F.P. 402, A 3/4 INCH PIPE EXTENDING 6 INCHES ABOVE A
 EM0606'METAL PLATE 8 INCHES IN DIAMETER, IS 1.32 FT. SOUTH OF STATION.
 EM0606'
 EM0606'THE STATION IS 58.7 FT. SOUTH OF THE SOUTHWEST CORNER OF THE BLOCK
 EM0606'HOUSE, 41.5 FT. SOUTHWEST OF FLAGPOLE AND 33.7 FT. SOUTHWEST OF THE
 EM0606'SOUTHWEST CORNER OF THE CONCRETE PEDESTAL, A BASE FOR A MEMORIAL
 EM0606'TABLET.  A WOOD QUAD SIGNAL IS CENTERED OVER THE MARK.
 EM0606
 EM0606                          STATION RECOVERY (1948)
 EM0606
 EM0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0606'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF THE FORT SILL
 EM0606'RAILROAD STATION AND 3.5 MILES WEST OF THE EAST BOUNDARY OF FORT SILL
 EM0606'MILITARY RESERVATION ON THE HIGHEST POINT OF A PROMINENT HILL KNOWN AS
 EM0606'DODGE HILL.  IT IS 35 FEET SOUTHWEST OF THE DODGE HILL MONUMENT, 59
 EM0606'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE BLOCKHOUSE AND 42
 EM0606'FEET SOUTHWEST OF FLAGPOLE.  IT IS STAMPED DODGE 1948 AND PROJECTS 6
 EM0606'INCHES.
 EM0606'
 EM0606'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 6 FEET
 EM0606'WEST-SOUTHWEST OF DODGE HILL MONUMENT AND 8 FEET SOUTH-SOUTHWEST OF
 EM0606'FLAGPOLE.  IT IS STAMPED DODGE NO 1 1948 AND PROJECTS 6 INCHES.
 EM0606'
 EM0606'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, SET ON SOUTH EDGE OF
 EM0606'DODGE HILL.  IT IS STAMPED DODGE NO 2 1948 AND PROJECTS 6 INCHES.
 EM0606'
 EM0606'THE AZIMUTH MARK IS ABOUT 0.55 MILE EAST OF THE STATION, 20 FEET NORTH
 EM0606'OF SMALL CONCRETE BLOCKHOUSE, 75 FEET NORTH OF LARGE BLOCKHOUSE AND 3
 EM0606'FEET WEST OF WITNESS POST.  IT IS STAMPED DODGE 1948 AND PROJECTS 5
 EM0606'INCHES.
 EM0606'
 EM0606'TO REACH FROM THE FORT SILL RAILROAD STATION, GO NORTH ON U.S. HIGHWAY
 EM0606'NO 277 FOR 0.2 MILE TO GATE NO. 1 ON THE LEFT, TURN RIGHT AND GO EAST
 EM0606'FOR 0.15 MILE CROSSING RAILROAD TRACKS TO A FORK, BEAR LEFT AND GO
 EM0606'NORTH FOR 0.95 MILE TO FORKS AFTER CROSSING BRIDGE OVER CACHE CREEK,
 EM0606'BEAR RIGHT AND GO NORTHEAST FOR 2.65 MILES TO CONCRETE OBSERVATION
 EM0606'HOUSE AT TOP OF HILL, (AZIMUTH MARK IS NORTH OF THIS HOUSE AS
 EM0606'DESCRIBED) TURN LEFT ON GRADED GRAVELED ROAD AND GO WEST FOR 0.55
 EM0606'MILE, THENCE RIGHT FOR 0.1 MILE TO CONCRETE BLOCKHOUSE AND STATION AS
 EM0606'DESCRIBED.
 EM0606'
 EM0606'A 47 FOOT SIGNAL AT STATION ZELLA IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION ARBUCKLE IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION SILL IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION MT SCOTT IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION PORTER IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION FRISCO IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION FLETCHER IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION HEYLS IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 47 FOOT SIGNAL AT STATION LAWTON N BASE IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'A 4 FOOT SIGNAL AT STATION APACHE IS VISIBLE AT 4 FEET.
 EM0606'
 EM0606'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EM0606
 EM0606                          STATION RECOVERY (1951)
 EM0606
 EM0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WFD)
 EM0606'STATION EVIDENTLY RECOVERED AS DESCRIBED.  NO RECOVERY NOTES WERE
 EM0606'RECEIVED FOR THIS STATION.
 EM0606
 EM0606                          STATION RECOVERY (1964)
 EM0606
 EM0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0606'STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION WITH
 EM0606'THE FOLLOWING ADDITIONAL NOTES.
 EM0606'
 EM0606'THE STATION IS A STANDARD U.S.E. BRONZE TABLET SET IN CONCRETE.  IT IS
 EM0606'STAMPED DODGE 1948.  IT IS 30 METERS SOUTH OF DODGE HILL AND CENTRAL
 EM0606'BLOCKHOUSE.  A METAL TRIPOD SIGNAL HAS BEEN ERECTED OVER THE STATION.
 EM0606'THE LEGS OF THE TRIPOD ARE SET IN CONCRETE.  A BANNER SURMOUNTS THE
 EM0606'TRIPOD CONSISTING OF ALTERNATING BLACK AND WHITE BOARDS 4 INCHES WIDE.
 EM0606'THE TOP OF THE BANNER IS 4.72 METERS ABOVE THE STATION MARK, AND THE
 EM0606'BOTTOM OF THE BANNER IS 3.74 METERS ABOVE THE STATION MARK.  THERE IS
 EM0606'AMPLE ROOM TO SET UP AN INSTRUMENT UNDER THE TRIPOD SUPPORTING THE
 EM0606'BANNER.  THE WITNESS POST IS NO LONGER THERE.  THE AZIMUTH MARK WAS
 EM0606'SEARCHED FOR AND NOT FOUND.
 EM0606'
 EM0606'TO REACH THE STATION FROM GATE NO. 1, FORT SILL, PROCEED EAST FROM THE
 EM0606'UNDERPASS FOR 0.15 MILES ACROSS RAILROAD TRACKS TO ROAD FORK.  TAKE
 EM0606'LEFT ROAD FORK.  PROCEED NORTH FOR 0.95 MILES TO HOYLE BRIDGE ACROSS
 EM0606'CACHE CREEK.  THERE WILL BE A ROAD FORKING LEFT AND A ROAD FORKING
 EM0606'RIGHT AT THE BRIDGE.  CONTINUE ON THE MAIN TRAVELED ROAD IN THE
 EM0606'CENTER, WHICH IS BALD RIDGE ROAD FOR 2.65 MILES TO A CONCRETE BLOCK
 EM0606'HOUSE, WHICH IS BALD RIDGE CENTRAL.  THE AZIMUTH MARK SHOULD HAVE BEEN
 EM0606'20 METERS NORTH OF THIS BLOCK HOUSE.  IT WAS NOT FOUND.  TURN LEFT
 EM0606'(WEST) ON A GRAVEL ROAD FOR 0.5 MILE TO A TRAIL, GO NORTH ON THE TRAIL
 EM0606'FOR 60 METERS TO THE STATION.  THE DOGE HILL AND CENTRAL BLOCKHOUSE IS
 EM0606'30 METERS BEYOND THE STATION.
 EM0606
 EM0606                          STATION RECOVERY (1967)
 EM0606
 EM0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EM0606'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AS
 EM0606'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 EM0606'WAS NOT SEARCHED FOR AT THIS TIME.
 EM0606'
 EM0606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 EM0606'NORTH-EAST OF LAWTON, OKLA.
 EM0606
 EM0606                          STATION RECOVERY (1970)
 EM0606
 EM0606'RECOVERY NOTE BY US AIR FORCE 1970
 EM0606'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 EM0606
 EM0606                          STATION RECOVERY (1988)
 EM0606
 EM0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0606'THE STATION WAS RECOVERED AT THIS DATE.  THE REFERENCE MARKS FOR THIS
 EM0606'STATION WERE LOCATED FOR LOCATION OF STATION BUT NOT DESCRIBED.
 EM0606'PREVIOUS DESCRIPTIONS STATE THAT THE YEAR STAMPED ON THIS MARK IS 1945
 EM0606'BUT IT IS 1948.
 EM0606'
 EM0606'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF LAWTON AND
 EM0606'4.2 KM (2.6 MI) EAST-NORTHEAST OF INTERSTATE HIGHWAY 44.
 EM0606'
 EM0606'THE STATION IS ON THE FORT SILL MILITARY RESERVATION.  OWNERSHIP--US
 EM0606'ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA LIAISON OFFICER,
 EM0606'US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK 73503-5600, PHONE
 EM0606'405-351-4300.
 EM0606'
 EM0606'TO REACH THE STATION FROM THE KEY GATE ONTO FORT SILL, WHICH IS ON THE
 EM0606'WEST SIDE OF INTERSTATE HIGHWAY 44, GO EAST UNDER INTERSTATE HIGHWAY
 EM0606'44, CROSSING OVER RAILROAD TRACKS, FOR 0.3 KM (0.2 MI) TO A ROAD
 EM0606'INTERSECTION.  TURN LEFT AND GO NORTH ON BERRY STREET FOR 1.4 KM
 EM0606'(0.85 MI) TO HOYLE BRIDGE ACROSS CACHE CREEK.  CONTINUE AHEAD FOR 0.1
 EM0606'KM).05 MI) TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST ON BALD RIDGE
 EM0606'ROAD FOR 4.3 KM (2.65 MI) TO A CONCRETE BLOCK HOUSE WHICH IS KNOWN AS
 EM0606'BALD RIDGE CENTRAL AT AN INTERSECTION.  TURN LEFT AND GO WESTERLY ON
 EM0606'DODGE HILL ROAD FOR 0.7 KM (0.45 MI) TO A TRAIL ON THE RIGHT.
 EM0606'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO A FORK.  TURN LEFT AND GO ABOUT
 EM0606'60 METERS TO THE STATION.
 EM0606'
 EM0606'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED
 EM0606'---DODGE 1948---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 EM0606'FLUSH WITH THE GROUND.  LOCATED 8.2 METERS (26.8 FT) WEST-SOUTHWEST
 EM0606'FROM RM 1, 6.9 METERS (22.6 FT) WEST FROM RM 3 AND 5.8 METERS
 EM0606'(19.0 FT) NORTH-NORTHWEST FROM RM 2.
 EM0606'
 EM0606'GPS SURVEY, FORT SILL, OKLAHOMA.  THIS STATION IS SUITABLE FOR GPS
 EM0606'SURVEYS.  DESCRIBED BY D.A. BOWLING.
 EM0606
 EM0606                          STATION RECOVERY (1999)
 EM0606
 EM0606'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0606'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0688 ***********************************************************************
 GH0688  DESIGNATION -  DODGE
 GH0688  PID         -  GH0688
 GH0688  STATE/COUNTY-  OK/GRANT
 GH0688  COUNTRY     -  US
 GH0688  USGS QUAD   -  EDDY (2018)
 GH0688
 GH0688                         *CURRENT SURVEY CONTROL
 GH0688  ______________________________________________________________________
 GH0688* NAD 83(1997) POSITION- 36 41 41.14376(N) 097 28 59.24443(W)   ADJUSTED
 GH0688* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 GH0688  ______________________________________________________________________
 GH0688  GEOID HEIGHT    -        -28.415 (meters)                     GEOID18
 GH0688  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 GH0688  HORZ ORDER      -  SECOND
 GH0688
 GH0688.The horizontal coordinates were established by classical geodetic methods
 GH0688.and adjusted by the National Geodetic Survey in October 1998.
 GH0688
 GH0688.The orthometric height was scaled from a topographic map.
 GH0688
 GH0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0688.GEOID18 height accuracy estimate available here.
 GH0688
 GH0688.Click photographs - Photos may exist for this station.
 GH0688
 GH0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0688
 GH0688. The following values were computed from the NAD 83(1997) position.
 GH0688
 GH0688;                    North         East     Units Scale Factor Converg.
 GH0688;SPC OK N     -   188,166.773   646,190.510   MT  0.99998767   +0 18 18.1
 GH0688;SPC OK N     -   617,343.82  2,120,043.36   sFT  0.99998767   +0 18 18.1
 GH0688;UTM  14      - 4,062,084.219   635,507.853   MT  0.99982622   +0 54 23.6
 GH0688
 GH0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0688!SPC OK N     -   0.99995579  x   0.99998767  =   0.99994346
 GH0688!UTM  14      -   0.99995579  x   0.99982622  =   0.99978202
 GH0688
 GH0688:                Primary Azimuth Mark                     Grid Az
 GH0688:SPC OK N     -  DODGE AZ MK                              274 09 04.9
 GH0688:UTM  14      -  DODGE AZ MK                              273 32 59.4
 GH0688
 GH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3550762084(NAD 83)
 GH0688
 GH0688|---------------------------------------------------------------------|
 GH0688| PID    Reference Object                     Distance      Geod. Az  |
 GH0688|                                                           dddmmss.s |
 GH0688| CL5059 DODGE RM 1                           21.937 METERS 17632     |
 GH0688| GH0842 SALT FORK CLYDE COOP ASSN ELEV      APPROX.11.7 KM 2353107.4 |
 GH0688| GH0838 LAMONT B W TRUCK SERV RAD MAST      APPROX. 6.7 KM 2594308.8 |
 GH0688| GH0839 LAMONT MUNICIPAL TANK               APPROX. 6.7 KM 2675844.9 |
 GH0688| GH0840 LAMONT CLYDE COOP ASSN ELEV         APPROX. 6.7 KM 2693443.7 |
 GH0688| CL5058 DODGE AZ MK                                        2742723.0 |
 GH0688| CL5060 DODGE RM 2                           34.327 METERS 28025     |
 GH0688|---------------------------------------------------------------------|
 GH0688
 GH0688                          SUPERSEDED SURVEY CONTROL
 GH0688
 GH0688  NAD 83(1993)-  36 41 41.14457(N)    097 28 59.24429(W) AD(       ) 2
 GH0688  NAD 83(1986)-  36 41 41.15286(N)    097 28 59.23377(W) AD(       ) 2
 GH0688  NAD 27      -  36 41 41.03651(N)    097 28 58.06344(W) AD(       ) 2
 GH0688
 GH0688.Superseded values are not recommended for survey control.
 GH0688
 GH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0688.See file dsdata.pdf to determine how the superseded data were derived.
 GH0688
 GH0688_MARKER: DS = TRIANGULATION STATION DISK
 GH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0688_STAMPING: DODGE 1963
 GH0688_MARK LOGO: CGS
 GH0688_PROJECTION: RECESSED 25 CENTIMETERS
 GH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0688+STABILITY: SURFACE MOTION
 GH0688
 GH0688  HISTORY     - Date     Condition        Report By
 GH0688  HISTORY     - 1963     MONUMENTED       CGS
 GH0688
 GH0688                          STATION DESCRIPTION
 GH0688
 GH0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0688'THE STATION IS ABOUT 4 MILES EAST OF LAMONT AND 1.15 MILES
 GH0688'WEST OF THE GRANT-KAY COUNTY LINE, IN THE NORTHEAST CORNER
 GH0688'OF A FENCED BARN YARD OWNED BY FRANK DODGE.
 GH0688'
 GH0688'TO REACH THE STATION FROM THE POST OFFICE IN LAMONT GO NORTH
 GH0688'AND EAST ON U.S. HIGHWAY 60 AND STATE HIGHWAY 74 FOR 0.5 MILE
 GH0688'TO THEIR JUNCTION.  CONTINUE EAST ON HIGHWAY 60 FOR 3.55
 GH0688'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 GH0688'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 GH0688'
 GH0688'THE STATION MARK IS A STANDARD DISK, STAMPED DODGE 1963,
 GH0688'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 10 INCHES
 GH0688'BELOW THE GROUND SURFACE.  IT IS 79.8 FEET SOUTH OF THE
 GH0688'CENTERLINE OF THE HIGHWAY, 24.4 FEET WEST OF A BOARD FENCE,
 GH0688'29.5 FEET SOUTH OF A BOARD FENCE, 37.5 FEET SOUTHWEST OF
 GH0688'THE FENCE CORNER POST, 161.7 FEET NORTHWEST OF THE NORTHWEST
 GH0688'CORNER OF THE HOUSE, 82.1 FEET NORTHEAST OF THE NORTHEAST
 GH0688'CORNER OF THE LARGEST BARN AND 45.1 FEET WEST OF THE
 GH0688'CENTERLINE OF THE DRIVEWAY.
 GH0688'
 GH0688'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DODGE NO 1 1963,
 GH0688'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0688'SURFACE OF THE GROUND.  IT IS 28.6 FEET EAST-NORTHEAST OF
 GH0688'THE NORTHEAST CORNER OF THE BARN, 2 FEET NORTH OF A BOARD FENCE,
 GH0688'2.4 FEET WEST OF A FENCE CORNER POST AND AT ABOUT THE SAME
 GH0688'ELEVATION AS THE STATION.
 GH0688'
 GH0688'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DODGE NO 2
 GH0688'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0688'WITH THE GROUND.  IT IS 59.5 FEET SOUTH OF THE CENTERLINE
 GH0688'OF THE HIGHWAY, 9.2 FEET SOUTH OF A BOARD FENCE, 1 FOOT
 GH0688'EAST OF A WIRE FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 GH0688'STATION.
 GH0688'
 GH0688'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DODGE 1963,
 GH0688'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0688'2 INCHES.  IT IS 47.7 FEET NORTH OF THE CENTERLINE OF
 GH0688'HIGHWAY 60, 2 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 2
 GH0688'FEET EAST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE AND
 GH0688'49.9 FEET EAST OF A TELEPHONE LINE POLE AT THE EAST END OF
 GH0688'A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0689 ***********************************************************************
 GH0689  DESIGNATION -  DOE
 GH0689  PID         -  GH0689
 GH0689  STATE/COUNTY-  OK/KAY
 GH0689  COUNTRY     -  US
 GH0689  USGS QUAD   -  BRAMAN (2018)
 GH0689
 GH0689                         *CURRENT SURVEY CONTROL
 GH0689  ______________________________________________________________________
 GH0689* NAD 83(1997) POSITION- 36 53 08.70040(N) 097 22 22.38404(W)   ADJUSTED
 GH0689* NAVD 88 ORTHO HEIGHT -   336.94  (+/-2cm)     1105.4   (feet) VERTCON3
 GH0689  ______________________________________________________________________
 GH0689  GEOID HEIGHT    -        -28.657 (meters)                     GEOID18
 GH0689  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 GH0689  HORZ ORDER      -  SECOND
 GH0689  VERT ORDER      -  THIRD ? (See Below)
 GH0689
 GH0689.The horizontal coordinates were established by classical geodetic methods
 GH0689.and adjusted by the National Geodetic Survey in October 1998.
 GH0689
 GH0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0689
 GH0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0689.GEOID18 height accuracy estimate available here.
 GH0689
 GH0689.The vertical order pertains to the NGVD 29 superseded value.
 GH0689
 GH0689.Click photographs - Photos may exist for this station.
 GH0689
 GH0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0689
 GH0689. The following values were computed from the NAD 83(1997) position.
 GH0689
 GH0689;                    North         East     Units Scale Factor Converg.
 GH0689;SPC OK N     -   209,419.117   655,904.957   MT  1.00002390   +0 22 12.3
 GH0689;SPC OK N     -   687,069.22  2,151,914.85   sFT  1.00002390   +0 22 12.3
 GH0689;UTM  14      - 4,083,434.331   644,996.161   MT  0.99985900   +0 58 36.5
 GH0689
 GH0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0689!SPC OK N     -   0.99995162  x   1.00002390  =   0.99997552
 GH0689!UTM  14      -   0.99995162  x   0.99985900  =   0.99981063
 GH0689
 GH0689:                Primary Azimuth Mark                     Grid Az
 GH0689:SPC OK N     -  DOE AZ MK                                253 43 59.7
 GH0689:UTM  14      -  DOE AZ MK                                253 07 35.5
 GH0689
 GH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4499683434(NAD 83)
 GH0689
 GH0689|---------------------------------------------------------------------|
 GH0689| PID    Reference Object                     Distance      Geod. Az  |
 GH0689|                                                           dddmmss.s |
 GH0689| CL5062 DOE RM 1                             15.040 METERS 17853     |
 GH0689| CL5061 DOE AZ MK                                          2540612.0 |
 GH0689| CL5063 DOE RM 2                             14.731 METERS 26533     |
 GH0689|---------------------------------------------------------------------|
 GH0689
 GH0689                          SUPERSEDED SURVEY CONTROL
 GH0689
 GH0689  NAD 83(1993)-  36 53 08.70182(N)    097 22 22.38312(W) AD(       ) 2
 GH0689  NAD 83(1986)-  36 53 08.71031(N)    097 22 22.37429(W) AD(       ) 2
 GH0689  NAD 27      -  36 53 08.60115(N)    097 22 21.20787(W) AD(       ) 2
 GH0689  NGVD 29             336.83   (m)         1105.1    (f) LEVELING    3  
 GH0689
 GH0689.Superseded values are not recommended for survey control.
 GH0689
 GH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0689.See file dsdata.pdf to determine how the superseded data were derived.
 GH0689
 GH0689_MARKER: DS = TRIANGULATION STATION DISK
 GH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0689_STAMPING: DOE 1958
 GH0689_MARK LOGO: CGS
 GH0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0689+STABILITY: SURFACE MOTION
 GH0689
 GH0689  HISTORY     - Date     Condition        Report By
 GH0689  HISTORY     - 1958     MONUMENTED       CGS
 GH0689
 GH0689                          STATION DESCRIPTION
 GH0689
 GH0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0689'STATION IS ABOUT 2-1/2 MILES SOUTH AND 2 MILES WEST OF BRAMAN,
 GH0689'ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD, IN
 GH0689'THE SOUTHWEST 1/4 OF SECTION 24, T 28 N, R 2 W.
 GH0689'
 GH0689'REACHED FROM THE POST OFFICE IN BRAMAN BY GOING NORTH ON
 GH0689'U.S. HIGHWAY 177 FOR 0.2 MILE TO A CROSS STREET AT THE KELLE
 GH0689'BROTHERS SERVICE STATION ON THE LEFT, TURN LEFT AND GO WEST
 GH0689'ON A PAVED ROAD FOR 1.25 MILE TO A CROSSROADS, TURN LEFT
 GH0689'AND GO SOUTH ON A GRADED ROAD FOR 2.0 MILES TO A SIDE ROAD
 GH0689'ON THE RIGHT, TURN RIGHT AND GO WEST FOR 1.0 MILE TO A
 GH0689'CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.7 MILE TO A FARM HOUSE
 GH0689'ON THE RIGHT, CONTINUE SOUTH FOR 0.15 MILE TO THE STATION
 GH0689'AND A POWERLINE POLE ON THE LEFT.  AZIMUTH MARK IS
 GH0689'REACHED FROM THE STATION BY GOING SOUTH 0.1 MILE TO A
 GH0689'CROSSROADS, TURN RIGHT AND GO WEST 0.5 MILE TO THE MARK
 GH0689'ON THE RIGHT.
 GH0689'
 GH0689'STATION MARKS ARE STANDARD DISKS, STAMPED DOE 1958.  THE
 GH0689'SURFACE MARK IS SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING
 GH0689'6 INCHES.  IT IS 26 FEET EAST OF THE CENTER OF THE ROAD,
 GH0689'49 FEET EAST OF A WEST RIGHT-OF-WAY FENCE, 3 FEET WEST OF
 GH0689'AN EAST RIGHT-OF-WAY FENCE AND 5 FEET SOUTHWEST OF A POWERLINE
 GH0689'POLE HAVING A TRIANGULAR BLAZE ON THE WEST SIDE.  A 4 IN X
 GH0689'4 IN WHITE WITNESS POST WAS SET 4 FEET NORTH OF THE MARK.
 GH0689'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0689'32 INCHES BELOW THE GROUND SURFACE.
 GH0689'
 GH0689'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOE NO 1 1958,
 GH0689'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GH0689'IT IS 53 FEET SOUTH OF A POWERLINE POLE, 27 FEET EAST OF
 GH0689'THE CENTER OF THE ROAD AND 2 FEET WEST OF AN EAST RIGHT-OF-WAY
 GH0689'FENCE.
 GH0689'
 GH0689'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOE NO 2 1958,
 GH0689'SET IN AN 11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GH0689'IT IS 25 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF
 GH0689'THE WEST RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF A TELEPHONE
 GH0689'POLE.
 GH0689'
 GH0689'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOE 1958, SET IN
 GH0689'AN 11-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 GH0689'IS 26 FEET NORTH OF THE CENTER OF THE ROAD AND 2 FEET SOUTHEAST
 GH0689'OF A PROPERTY LINE AND RIGHT-OF-WAY FENCE CORNER.  A 4 IN
 GH0689'X 4 IN WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0645 ***********************************************************************
 GJ0645  DESIGNATION -  DOE
 GJ0645  PID         -  GJ0645
 GJ0645  STATE/COUNTY-  OK/WOODWARD
 GJ0645  COUNTRY     -  US
 GJ0645  USGS QUAD   -  FAIRVALLEY (2018)
 GJ0645
 GJ0645                         *CURRENT SURVEY CONTROL
 GJ0645  ______________________________________________________________________
 GJ0645* NAD 83(1997) POSITION- 36 39 40.20689(N) 099 03 55.34983(W)   ADJUSTED
 GJ0645* NAVD 88 ORTHO HEIGHT -   567.    (meters)     1860.    (feet) SCALED
 GJ0645  ______________________________________________________________________
 GJ0645  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 GJ0645  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 GJ0645  HORZ ORDER      -  FIRST
 GJ0645
 GJ0645.The horizontal coordinates were established by classical geodetic methods
 GJ0645.and adjusted by the National Geodetic Survey in October 1998.
 GJ0645
 GJ0645.The orthometric height was scaled from a topographic map.
 GJ0645
 GJ0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0645.GEOID18 height accuracy estimate available here.
 GJ0645
 GJ0645.Click photographs - Photos may exist for this station.
 GJ0645
 GJ0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0645
 GJ0645. The following values were computed from the NAD 83(1997) position.
 GJ0645
 GJ0645;                    North         East     Units Scale Factor Converg.
 GJ0645;SPC OK N     -   184,838.532   504,753.656   MT  0.99998245   -0 37 43.4
 GJ0645;SPC OK N     -   606,424.42  1,656,012.62   sFT  0.99998245   -0 37 43.4
 GJ0645;UTM  14      - 4,057,287.764   494,157.485   MT  0.99960042   -0 02 20.5
 GJ0645
 GJ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0645!SPC OK N     -   0.99991542  x   0.99998245  =   0.99989787
 GJ0645!UTM  14      -   0.99991542  x   0.99960042  =   0.99951587
 GJ0645
 GJ0645:                Primary Azimuth Mark                     Grid Az
 GJ0645:SPC OK N     -  DOE AZ MK                                187 04 00.1
 GJ0645:UTM  14      -  DOE AZ MK                                186 28 37.2
 GJ0645
 GJ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9415757287(NAD 83)
 GJ0645
 GJ0645|---------------------------------------------------------------------|
 GJ0645| PID    Reference Object                     Distance      Geod. Az  |
 GJ0645|                                                           dddmmss.s |
 GJ0645| CK8558 DOE RM 1                             36.972 METERS 04725     |
 GJ0645| GJ0623 AMARILLO KANSAS CITY BCN 18         APPROX.19.6 KM 0971234.8 |
 GJ0645| GJ0629 WAYNOKA MUNICIPAL STANPIPE          APPROX.19.9 KM 1135544.0 |
 GJ0645| CK8557 DOE AZ MK                                          1862616.7 |
 GJ0645| GJ0647 AMARILLO KANSAS CITY BCN 16         APPROX.18.3 KM 2001252.4 |
 GJ0645| CK8559 DOE RM 2                             15.976 METERS 27559     |
 GJ0645|---------------------------------------------------------------------|
 GJ0645
 GJ0645                          SUPERSEDED SURVEY CONTROL
 GJ0645
 GJ0645  NAD 83(1993)-  36 39 40.20706(N)    099 03 55.34999(W) AD(       ) 1
 GJ0645  NAD 83(1986)-  36 39 40.21087(N)    099 03 55.33724(W) AD(       ) 1
 GJ0645  NAD 27      -  36 39 40.09555(N)    099 03 53.98260(W) AD(       ) 1
 GJ0645
 GJ0645.Superseded values are not recommended for survey control.
 GJ0645
 GJ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0645.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0645
 GJ0645_MARKER: DS = TRIANGULATION STATION DISK
 GJ0645_SETTING: 66 = SET IN ROCK OUTCROP
 GJ0645_STAMPING: DOE 1934
 GJ0645_MARK LOGO: CGS
 GJ0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GJ0645+STABILITY: POSITION/ELEVATION WELL
 GJ0645
 GJ0645  HISTORY     - Date     Condition        Report By
 GJ0645  HISTORY     - 1934     MONUMENTED       CGS
 GJ0645  HISTORY     - 1963     GOOD             CGS
 GJ0645
 GJ0645                          STATION DESCRIPTION
 GJ0645
 GJ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0645'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 7, T.
 GJ0645'25 N., R. 17 W., NEAR THE CENTER OF THE SOUTH EDGE OF THAT
 GJ0645'QUARTER, ABOUT 7.75 MILES SOUTH-SOUTHEAST OF FREEDOM, ON THE
 GJ0645'SUMMIT OF A HIGH PROMINENT, ROUNDED TOP HILL, THE LARGEST
 GJ0645'AND MOST SOUTHWESTERLY OF A RANGE OF HIGH HILLS, WEST OF THE
 GJ0645'CIMARRON RIVER AND EAST OF DOE CREEK, THE SAID HILL RISES
 GJ0645'SHARPLY ON ALL SIDES AND IS ABOUT 150 FEET HIGHER THAN THE
 GJ0645'SURROUNDING TABLELAND.
 GJ0645'
 GJ0645'TO REACH FROM THE RAILROAD STATION IN FREEDOM, GO SOUTH AND
 GJ0645'WEST ON STATE HIGHWAY 50 FOR 3.75 MILES AND KEEP STRAIGHT
 GJ0645'AHEAD ON GRAVEL ROAD WHERE STATE HIGHWAY 50 BEARS TO THE
 GJ0645'WEST, GO 0.6 MILE SOUTH, TURN LEFT (EAST) AND GO 0.3 MILE,
 GJ0645'THEN BEAR TO THE SOUTHEAST AND GO 0.8 MILE TO SMALL BRIDGE
 GJ0645'OVER CREEK IN VALLEY, THEN BEAR TO THE SOUTH AND EAST ON
 GJ0645'MAIN ROAD FOR 3.25 MILES TO SCHOOL, TURN RIGHT (WEST) AND
 GJ0645'GO 0.5 MILE, TURN LEFT (SOUTH) AND GO 1.0 MILE, TURN LEFT
 GJ0645'(EAST) GO 1.2 MILES, THENCE BEAR TO THE SOUTH AND EAST
 GJ0645'AND GO 1.1 MILES TO T-ROAD EAST WITH STONE BARN JUST
 GJ0645'NORTHEAST OF THIS POINT, TURN LEFT (EAST) GO 1.0 MILE,
 GJ0645'TURN LEFT (NORTH) GO 0.5 MILE, TURN RIGHT (EAST) GO
 GJ0645'0.6 MILE TO CATTLE GUARD, THENCE TURN LEFT THROUGH GATE
 GJ0645'AND GO NORTH ACROSS PASTURE FOR 1.7 MILES TO BOTTOM OF
 GJ0645'LARGEST HILL.  MARK IS ON THE HIGHEST POINT OF SAID HILL, AS
 GJ0645'DESCRIBED IN NOTE 3, ABOUT 200 FEET NORTHEAST OF THE
 GJ0645'SOUTHWEST BREAK, 30 FEET NORTHWEST OF THE SOUTHEAST BREAK
 GJ0645'OF SLOPE.  MARK IS SET IN OUTCROPPING BEDROCK, FLUSH WITH
 GJ0645'SURFACE.
 GJ0645'
 GJ0645'REFERENCE MARK NO. 1 IS 121 FEET NORTHEAST OF HIGHEST POINT,
 GJ0645'15 FEET WEST OF SOUTHEAST BREAK AND ABOUT 5 FEET BELOW HIGHEST
 GJ0645'POINT.  MARK IS SET ON OUTCROPPING BEDROCK, FLUSH WITH GROUND.
 GJ0645'
 GJ0645'REFERENCE MARK NO. 2 IS JUST WEST OF HIGHEST POINT 50 FEET
 GJ0645'EAST OF WEST BREAK OF HILL, ABOUT 2.0 FEET BELOW HIGHEST
 GJ0645'POINT, SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND.
 GJ0645'
 GJ0645'AZIMUTH MARK IS AT SAID CATTLEGUARD (WHICH IS 1.7 MILES
 GJ0645'SOUTH OF STATION) 45 FEET FROM CENTERLINE OF ROAD IN NORTH-SOUTH
 GJ0645'FENCE LINE, 1.5 FEET NORTH OF SOUTHEAST CORNER OF FENCE,
 GJ0645'AND PROJECTS 8 INCHES.
 GJ0645'
 GJ0645'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GJ0645
 GJ0645                          STATION RECOVERY (1963)
 GJ0645
 GJ0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0645'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GJ0645'WERE RECOVERED.  THE SCHOOLHOUSE, THE STONE BARN AND THE CATTLE
 GJ0645'GUARD ARE NO LONGER IN EXISTENCE.  THE LAND IS OWNED BY W.
 GJ0645'WALKER.  A NEW ROUTING IS NOTED BECAUSE OF RECENT ROAD
 GJ0645'CONSTRUCTION.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0645'
 GJ0645'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF FREEDOM, ON
 GJ0645'THE HIGHEST, LARGEST AND MOST SOUTHWESTERLY ONE OF A GROUP
 GJ0645'OF BUTTES, LYING WEST OF THE CIMARRON RIVER AND EAST OF DOE
 GJ0645'CREEK.
 GJ0645'
 GJ0645'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FREEDOM, GO SOUTH
 GJ0645'AND SOUTHWEST ON STATE HIGHWAY 50 FOR 3.2 MILES TO THE WALKER
 GJ0645'RANCH ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE TO A CROSSROADS.
 GJ0645'TURN LEFT, THEN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR
 GJ0645'1.6 MILES TO A BRIDGE.  CONTINUE EAST ON THE MAIN ROAD FOR
 GJ0645'3.4 MILES TO A T-JUNCTION.  TURN RIGHT AND FOLLOW THE MAIN
 GJ0645'ROAD WEST AND SOUTH FOR 3.0 MILES TO A CROSSROADS AT A SIGN
 GJ0645'CHIMNEY ROCK.  TURN LEFT AND GO EAST FOR 2.4 MILES TO A SIDE
 GJ0645'ROAD ON THE LEFT AT ANOTHER SIGN CHIMNEY ROCK.  TURN LEFT
 GJ0645'AND GO EAST 1.0 MILE TO A SHARP CURVE IN THE ROAD.  TURN
 GJ0645'LEFT AND GO NORTH FOR 0.5 MILE TO A CORRAL.  TURN RIGHT AND
 GJ0645'GO EAST FOR 0.6 MILE TO A LOCKED GATE AND THE AZIMUTH
 GJ0645'MARK ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND
 GJ0645'GO NORTH ON A TRACK ROAD FOR 0.5 MILE TO ANOTHER LOCKED
 GJ0645'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH FOR 1.2
 GJ0645'MILES TO THE SOUTHWEST SLOPE OF THE BUTTE AND THE END
 GJ0645'OF TRUCK TRAVEL.  FROM THIS POINT PACK UP STEEP GRADE
 GJ0645'(NORTHEASTERLY) FOR ABOUT 10 MINUTES TO THE HIGHEST POINT
 GJ0645'AND THE STATION.
 GJ0645'
 GJ0645'THE STATION MARK IS A STANDARD DISK, STAMPED DOE 1934, CEMENTED
 GJ0645'IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP FLUSH WITH
 GJ0645'THE GROUND.  IT IS ABOUT 30 FEET NORTHWEST OF THE SOUTHEAST
 GJ0645'EDGE OF THE BUTTE.
 GJ0645'
 GJ0645'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOE NO 1 1934,
 GJ0645'CEMENTED IN A DRILL HOLE 1 BY 1 FOOT ROCK OUTCROP FLUSH WITH
 GJ0645'THE GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0645'
 GJ0645'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOE NO 2 1934,
 GJ0645'CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT ROCK OUTCROP FLUSH
 GJ0645'WITH THE GROUND IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0645'
 GJ0645'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOE 1934, SET
 GJ0645'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0645'GROUND.  IT IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE, 14.1 FEET
 GJ0645'NORTH OF A NORTH RIGHT-OF-WAY FENCE, 40.6 FEET NORTH AND
 GJ0645'ABOUT 5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AND ABOUT
 GJ0645'50 FEET WEST OF THE GATE.  A WITNESS POST WAS SET 2.5 FEET
 GJ0645'SOUTHWEST OF THE MARK.
 GJ0645'
 GJ0645'NOTE- KEYS FOR THE GATE CAN BE OBTAINED AT THE WALKER RANCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0951 ***********************************************************************
 GH0951  DESIGNATION -  DOG
 GH0951  PID         -  GH0951
 GH0951  STATE/COUNTY-  OK/CREEK
 GH0951  COUNTRY     -  US
 GH0951  USGS QUAD   -  MANNFORD SE (2018)
 GH0951
 GH0951                         *CURRENT SURVEY CONTROL
 GH0951  ______________________________________________________________________
 GH0951* NAD 83(1993) POSITION- 36 00 15.55275(N) 096 22 07.83141(W)   ADJUSTED
 GH0951* NAVD 88 ORTHO HEIGHT -   296.4   (meters)      972.    (feet) VERTCON3
 GH0951  ______________________________________________________________________
 GH0951  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 GH0951  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 GH0951  HORZ ORDER      -  SECOND
 GH0951
 GH0951.The horizontal coordinates were established by classical geodetic methods
 GH0951.and adjusted by the National Geodetic Survey in November 1994.
 GH0951
 GH0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0951
 GH0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0951.GEOID18 height accuracy estimate available here.
 GH0951
 GH0951.Click photographs - Photos may exist for this station.
 GH0951
 GH0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0951
 GH0951. The following values were computed from the NAD 83(1993) position.
 GH0951
 GH0951;                    North         East     Units Scale Factor Converg.
 GH0951;SPC OK N     -   112,667.226   747,048.840   MT  0.99994944   +0 57 45.4
 GH0951;SPC OK N     -   369,642.39  2,450,942.74   sFT  0.99994944   +0 57 45.4
 GH0951;UTM  14      - 3,987,629.946   737,153.042   MT  1.00029305   +1 32 50.8
 GH0951
 GH0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0951!SPC OK N     -   0.99995794  x   0.99994944  =   0.99990738
 GH0951!UTM  14      -   0.99995794  x   1.00029305  =   1.00025097
 GH0951
 GH0951:                Primary Azimuth Mark                     Grid Az
 GH0951:SPC OK N     -  OKLA NAT GAS CO TOWER                    103 12 14.0
 GH0951:UTM  14      -  OKLA NAT GAS CO TOWER                    102 37 08.6
 GH0951
 GH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3715387629(NAD 83)
 GH0951
 GH0951|---------------------------------------------------------------------|
 GH0951| PID    Reference Object                     Distance      Geod. Az  |
 GH0951|                                                           dddmmss.s |
 GH0951| CI0758 DOG RM 2                             12.666 METERS 07738     |
 GH0951| CI2705 OKLA NAT GAS CO TOWER                              1040959.4 |
 GH0951| FJ1175 REBAR 357                           APPROX. 6.6 KM 1051736.5 |
 GH0951| CI0757 DOG RM 1                             12.910 METERS 15404     |
 GH0951|---------------------------------------------------------------------|
 GH0951
 GH0951                          SUPERSEDED SURVEY CONTROL
 GH0951
 GH0951  NAD 83(1986)-  36 00 15.57061(N)    096 22 07.81350(W) AD(       ) 2
 GH0951  NAD 27      -  36 00 15.29609(N)    096 22 06.77647(W) AD(       ) 2
 GH0951  NGVD 29 (07/19/86)  296.3    (m)          972.     (f) VERT ANG       
 GH0951
 GH0951.Superseded values are not recommended for survey control.
 GH0951
 GH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0951.See file dsdata.pdf to determine how the superseded data were derived.
 GH0951
 GH0951_MARKER: DD = SURVEY DISK
 GH0951_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0951+WITH SETTING: INFORMATION.
 GH0951_STAMPING: ET DOG 1970
 GH0951_MARK LOGO: USGS
 GH0951_PROJECTION: FLUSH
 GH0951_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0951+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2019
 GH0951
 GH0951  HISTORY     - Date     Condition        Report By
 GH0951  HISTORY     - 1970     MONUMENTED       USGS
 GH0951  HISTORY     - 20160416 GOOD             GEOCAC
 GH0951  HISTORY     - 20191122 GOOD             MCA
 GH0951
 GH0951                          STATION DESCRIPTION
 GH0951
 GH0951'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 GH0951'THE STATION IS ABOUT 13 MI E. OF DRUMRIGHT, AND ABOUT 8.5 MI S. OF
 GH0951'NEW MANNFORD, ABOUT 300 FT N. AND ABOUT 200 FT E. OF THE COR. OF
 GH0951'SECS. 28, 29, 32 AND 33, ON TOP OF THE MOST PROMINENT BARE HILLTOP
 GH0951'IN THE VICINITY.
 GH0951'
 GH0951'TO REACH FROM THE JCT. OF STATE HWY. 48 AND STATE HWY. 33
 GH0951'(ABOUT 12 MI E. OF DRUMRIGHT), GO E. ON STATE HWY. 33 FOR ABOUT
 GH0951'1.1 MI TO A CROSSROAD, TURN LEFT AND GO N. FOR ABOUT 0.25 MI TO A
 GH0951'BARE HILL TOP ON THE RIGHT (E.) AND THE STATION ON TOP.
 GH0951'
 GH0951'STATION MARK, IS 141 FT E. CENTER RD.  115 FT E. OF THE
 GH0951'E. RIGHT-OF-WAY FENCE, 151 FT N. AND 115 FT E. OF A 4 IN. PIPE
 GH0951'POST WITH PIPE BRACES IN E. RIGHT-OF-WAY FENCE, 115 FT E. OF A
 GH0951'USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, STAMPED
 GH0951'ET DOG 1970.
 GH0951'
 GH0951'REFERENCE MARK NO. 1 IS SSE. OF THE STATION, 134 FT E. OF THE
 GH0951'E. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND, STAMPED
 GH0951'DOG NO 1 1970.
 GH0951'
 GH0951'REFERENCE MARK NO. 2 IS NE. OF THE STATION, 156 FT E. OF THE
 GH0951'E. RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND, STAMPED
 GH0951'DOG NO 2 1970.
 GH0951'
 GH0951'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 GH0951'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 GH0951'GRAVEL TO WITHIN 1 IN. OF CAP.
 GH0951'
 GH0951'NO AZIMUTH MARK WAS SET.
 GH0951'
 GH0951'REFERENCE AZIMUTH USED -- OKLAHOMA NATURAL GAS CO. AUTO TELEPHONE
 GH0951'BOOSTER TOWER, CENTER OF RED LIGHT ON TOWER, T. 17 N., R. 10 E.,
 GH0951'NEAR THE CENTER OF THE NW. QUARTER OF SEC. 12.
 GH0951'
 GH0951'STANDARD BRACED TRIPOD USED.
 GH0951
 GH0951                          STATION RECOVERY (2016)
 GH0951
 GH0951'RECOVERY NOTE BY GEOCACHING 2016 (MW)
 GH0951'RIGHT-OF-WAY FENCES HAVE BEEN REMOVED
 GH0951
 GH0951                          STATION RECOVERY (2019)
 GH0951
 GH0951'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1015 ***********************************************************************
 GH1015  DESIGNATION -  DOGA
 GH1015  PID         -  GH1015
 GH1015  STATE/COUNTY-  OK/OSAGE
 GH1015  COUNTRY     -  US
 GH1015  USGS QUAD   -  DOGA CREEK (2018)
 GH1015
 GH1015                         *CURRENT SURVEY CONTROL
 GH1015  ______________________________________________________________________
 GH1015* NAD 83(1997) POSITION- 36 37 02.54726(N) 096 50 45.59381(W)   ADJUSTED
 GH1015* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH1015  ______________________________________________________________________
 GH1015  GEOID HEIGHT    -        -28.751 (meters)                     GEOID18
 GH1015  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 GH1015  HORZ ORDER      -  SECOND
 GH1015
 GH1015.The horizontal coordinates were established by classical geodetic methods
 GH1015.and adjusted by the National Geodetic Survey in October 1998.
 GH1015
 GH1015.The orthometric height was scaled from a topographic map.
 GH1015
 GH1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1015.GEOID18 height accuracy estimate available here.
 GH1015
 GH1015.Click photographs - Photos may exist for this station.
 GH1015
 GH1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1015
 GH1015. The following values were computed from the NAD 83(1997) position.
 GH1015
 GH1015;                    North         East     Units Scale Factor Converg.
 GH1015;SPC OK N     -   180,069.641   703,227.133   MT  0.99997617   +0 40 51.7
 GH1015;SPC OK N     -   590,778.48  2,307,171.02   sFT  0.99997617   +0 40 51.7
 GH1015;UTM  14      - 4,054,588.095   692,623.850   MT  1.00005714   +1 17 06.7
 GH1015
 GH1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1015!SPC OK N     -   0.99995428  x   0.99997617  =   0.99993045
 GH1015!UTM  14      -   0.99995428  x   1.00005714  =   1.00001141
 GH1015
 GH1015:                Primary Azimuth Mark                     Grid Az
 GH1015:SPC OK N     -  DOGA AZ MK                               323 08 41.9
 GH1015:UTM  14      -  DOGA AZ MK                               322 32 26.9
 GH1015
 GH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9262354588(NAD 83)
 GH1015
 GH1015|---------------------------------------------------------------------|
 GH1015| PID    Reference Object                     Distance      Geod. Az  |
 GH1015|                                                           dddmmss.s |
 GH1015| CI0760 DOGA RM 1                            18.507 METERS 00547     |
 GH1015| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX.10.1 KM 2925542.9 |
 GH1015| CI0761 DOGA RM 2                            12.330 METERS 30405     |
 GH1015| CI0759 DOGA AZ MK                                         3234933.6 |
 GH1015|---------------------------------------------------------------------|
 GH1015
 GH1015                          SUPERSEDED SURVEY CONTROL
 GH1015
 GH1015  NAD 83(1993)-  36 37 02.54726(N)    096 50 45.59372(W) AD(       ) 2
 GH1015  NAD 83(1986)-  36 37 02.55967(N)    096 50 45.58101(W) AD(       ) 2
 GH1015  NAD 27      -  36 37 02.40650(N)    096 50 44.45366(W) AD(       ) 2
 GH1015
 GH1015.Superseded values are not recommended for survey control.
 GH1015
 GH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1015.See file dsdata.pdf to determine how the superseded data were derived.
 GH1015
 GH1015_MARKER: DS = TRIANGULATION STATION DISK
 GH1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1015_STAMPING: DOGA 1963
 GH1015_MARK LOGO: CGS
 GH1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1015+STABILITY: SURFACE MOTION
 GH1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1015+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 GH1015
 GH1015  HISTORY     - Date     Condition        Report By
 GH1015  HISTORY     - 1963     MONUMENTED       CGS
 GH1015  HISTORY     - 20080401 GOOD             AIRDAT
 GH1015
 GH1015                          STATION DESCRIPTION
 GH1015
 GH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1015'THE STATION IS ABOUT 6-1/2 MILES SOUTH AND 13 MILES EAST OF
 GH1015'PONCA CITY, 1-1/2 MILES WEST OF DOGA CREEK, ON THE SUMMIT OF A
 GH1015'BARE GRASSY KNOLL WHICH IS THE HIGHEST KNOLL IN THE IMMEDIATE
 GH1015'VICINITY.  THE LAND IS OWNED BY MRS. DUNKIN OF TULSA, OKLAHOMA.
 GH1015'
 GH1015'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 77
 GH1015'AND STATE HIGHWAY 11 IN THE SOUTHEAST PART OF PONCA CITY, GO
 GH1015'EAST ON HIGHWAYS 60 AND 11 FOR 7.25 MILES TO A SIDE ROAD ON THE
 GH1015'RIGHT, ABOUT 0.1 MILE WEST OF 9 MILE STATION.  TURN RIGHT AND GO
 GH1015'SOUTH ON A PAVED ROAD FOR 5.0 MILES TO A FORK.  TAKE THE LEFT
 GH1015'FORK AND CONTINUE EAST, SOUTHEAST AND EAST FOR 5.0 MILES TO A
 GH1015'POINT WHERE THE PAVED ROAD TURNS SOUTH.  CONTINUE STRAIGHT
 GH1015'AHEAD, EAST, FOR 0.1 MILE TO A T-JUNCTION.  TURN LEFT AND GO
 GH1015'NORTH FOR 1.0 MILE TO A FORK AT A GATE ON THE LEFT.  PASS
 GH1015'THROUGH THE GATE AND FOLLOW A TRACK ROAD, WEST-NORTHWEST
 GH1015'AND NORTH FOR 1.3 MILES TO A GATE IN AN EAST-WEST FENCE.
 GH1015'PASS THROUGH THE GATE AND CONTINUE NORTH-NORTHEAST FOR 0.8
 GH1015'MILE TO THE STATION ON THE RIGHT.  CONTINUE NORTHERLY FOR
 GH1015'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AT STOCK PENS.
 GH1015'
 GH1015'THE STATION MARK IS A STANDARD DISK, STAMPED DOGA 1963, SET IN
 GH1015'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5 INCHES.
 GH1015'IT IS ABOUT 100 YARDS NORTHEAST AND ABOUT 5 FEET LOWER THAN
 GH1015'THE HIGHEST PART OF THE KNOLL AND 7.5 FEET EAST OF A WITNESS POST.
 GH1015'
 GH1015'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOGA NO 1 1963,
 GH1015'CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 4 FOOT ROCK OUTCROP THAT IS
 GH1015'FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 GH1015'STATION.
 GH1015'
 GH1015'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOGA NO 2 1963,
 GH1015'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP THAT
 GH1015'IS FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 GH1015'THE STATION.
 GH1015'
 GH1015'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOGA 1963, CEMENTED
 GH1015'IN A DRILL HOLE IN 1 BY 2 FOOT ROCK OUTCROP PROJECTING 6 INCHES.
 GH1015'IT IS 3.2 FEET SOUTHEAST OF A WITNESS POST, 21.8 FEET NORTHWEST OF
 GH1015'THE CENTERLINE OF THE TRACK ROAD AND 156 FEET NORTH OF THE NORTH
 GH1015'CORNER OF THE FEEDING PENS.
 GH1015
 GH1015                          STATION RECOVERY (2008)
 GH1015
 GH1015'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0951 ***********************************************************************
 GK0951  DESIGNATION -  DOOLIN
 GK0951  PID         -  GK0951
 GK0951  STATE/COUNTY-  OK/TEXAS
 GK0951  COUNTRY     -  US
 GK0951  USGS QUAD   -  EVA (2018)
 GK0951
 GK0951                         *CURRENT SURVEY CONTROL
 GK0951  ______________________________________________________________________
 GK0951* NAD 83(1997) POSITION- 36 47 55.84737(N) 101 59 29.90745(W)   ADJUSTED
 GK0951* NAVD 88 ORTHO HEIGHT -  1111.7   (meters)     3647.    (feet) VERTCON3
 GK0951  ______________________________________________________________________
 GK0951  GEOID HEIGHT    -        -24.993 (meters)                     GEOID18
 GK0951  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 GK0951  HORZ ORDER      -  FIRST
 GK0951
 GK0951.The horizontal coordinates were established by classical geodetic methods
 GK0951.and adjusted by the National Geodetic Survey in October 1998.
 GK0951
 GK0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0951
 GK0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0951.GEOID18 height accuracy estimate available here.
 GK0951
 GK0951.Click photographs - Photos may exist for this station.
 GK0951
 GK0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0951
 GK0951. The following values were computed from the NAD 83(1997) position.
 GK0951
 GK0951;                    North         East     Units Scale Factor Converg.
 GK0951;SPC OK N     -   206,916.472   243,861.814   MT  1.00000603   -2 21 20.4
 GK0951;SPC OK N     -   678,858.46    800,069.97   sFT  1.00000603   -2 21 20.4
 GK0951;UTM  14      - 4,076,734.468   233,081.458   MT  1.00047781   -1 47 35.1
 GK0951;UTM  13      - 4,076,781.307   768,410.543   MT  1.00048766   +1 48 11.2
 GK0951
 GK0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0951!SPC OK N     -   0.99982949  x   1.00000603  =   0.99983552
 GK0951!UTM  14      -   0.99982949  x   1.00047781  =   1.00030722
 GK0951!UTM  13      -   0.99982949  x   1.00048766  =   1.00031706
 GK0951
 GK0951:                Primary Azimuth Mark                     Grid Az
 GK0951:SPC OK N     -  DOOLIN AZ MK                             003 01 05.2
 GK0951:UTM  14      -  DOOLIN AZ MK                             002 27 19.9
 GK0951:UTM  13      -  DOOLIN AZ MK                             358 51 33.6
 GK0951
 GK0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3308176734(NAD 83)
 GK0951
 GK0951|---------------------------------------------------------------------|
 GK0951| PID    Reference Object                     Distance      Geod. Az  |
 GK0951|                                                           dddmmss.s |
 GK0951| CM7957 DOOLIN AZ MK                                       0003944.8 |
 GK0951| CM7958 DOOLIN RM 1                          35.607 METERS 08953     |
 GK0951| CM7959 DOOLIN RM 2                         100.036 METERS 27030     |
 GK0951|---------------------------------------------------------------------|
 GK0951
 GK0951                          SUPERSEDED SURVEY CONTROL
 GK0951
 GK0951  NAD 83(1993)-  36 47 55.84712(N)    101 59 29.90736(W) AD(       ) 1
 GK0951  NAD 83(1986)-  36 47 55.85971(N)    101 59 29.89394(W) AD(       ) 1
 GK0951  NAD 27      -  36 47 55.78157(N)    101 59 28.28266(W) AD(       ) 1
 GK0951  NGVD 29 (07/19/86) 1111.2    (m)         3646.     (f) VERT ANG       
 GK0951
 GK0951.Superseded values are not recommended for survey control.
 GK0951
 GK0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0951.See file dsdata.pdf to determine how the superseded data were derived.
 GK0951
 GK0951_MARKER: DS = TRIANGULATION STATION DISK
 GK0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0951_STAMPING: DOOLIN 1934
 GK0951_MARK LOGO: CGS
 GK0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0951+STABILITY: SURFACE MOTION
 GK0951
 GK0951  HISTORY     - Date     Condition        Report By
 GK0951  HISTORY     - 1934     MONUMENTED       CGS
 GK0951  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0951
 GK0951                          STATION DESCRIPTION
 GK0951
 GK0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0951'THE STATION IS LOCATED ABOUT 5 MILES W OF EVA AT DOOLIN SIDING
 GK0951'ON A BRANCH LINE OF THE MISSOURI, KANSAS, TEXAS RAILROAD.  IN
 GK0951'SEC. 16, T 4 N, R 10 E, ON LAND OWNED BY MUNCY AND CARSON WHO
 GK0951'OPERATE AN ELEVATOR AT DOOLIN SIDING.  THE MARK PROJECTS 6
 GK0951'INCHES AND IS 96.8 FEET N OF THE N RAIL OF THE MAIN TRACK
 GK0951'OF THE ABOVE RAILROAD, 62.8 FEET E OF THE NE CORNER OF THE
 GK0951'MUNCY AND CARSON ELEVATOR, AND 94.9 FEET E OF THE NW CORNER OF
 GK0951'THE ELEVATOR.
 GK0951'
 GK0951'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0951'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0951'
 GK0951'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS E OF THE STATION.
 GK0951'IT IS 97.2 FEET N OF THE N RAIL OF THE MAIN TRACK OF THE
 GK0951'RAILROAD.
 GK0951'
 GK0951'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS W OF THE STATION.
 GK0951'IT IS 99.2 FEET N OF THE N RAIL OF THE MAIN TRACK.
 GK0951'
 GK0951'THE AZIMUTH MARK PROJECTS 8 INCHES AND IS N OF THE STATION.
 GK0951'IT IS 30 FEET S OF THE CENTER LINE OF A GRADED E AND W SECTION
 GK0951'LINE ROAD AND IS 0.2 MILE E OF A CROSS ROAD.
 GK0951'
 GK0951'TO REACH THE STATION FROM EVA, A SMALL TOWN ON THE MISSOURI
 GK0951'KANSAS TEXAS RAILROAD, GO N ON THE MAIN ROAD FROM THE RAILROAD
 GK0951'TRACKS 0.5 MILE TO A CROSS ROAD.  HERE TURN LEFT AND GO W ON
 GK0951'SECTION LINE ROAD 5.0 MILES TO A CROSSROADS.  HERE TURN LEFT
 GK0951'AND GO S 0.5 MILE TO A GRADE CROSSING.  JUST BEFORE CROSSING
 GK0951'TRACKS TURN LEFT, E, AND GO 0.2 MILE TO THE STATION AT THE
 GK0951'NE CORNER OF THE ELEVATOR.
 GK0951'
 GK0951'A 35-FOOT STAND WILL CLEAR ALL LINES.
 GK0951
 GK0951                          STATION RECOVERY (1971)
 GK0951
 GK0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GLD)
 GK0951'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0788 ***********************************************************************
 EL0788  DESIGNATION -  DOT
 EL0788  PID         -  EL0788
 EL0788  STATE/COUNTY-  OK/JOHNSTON
 EL0788  COUNTRY     -  US
 EL0788  USGS QUAD   -  TROY (2018)
 EL0788
 EL0788                         *CURRENT SURVEY CONTROL
 EL0788  ______________________________________________________________________
 EL0788* NAD 83(1993) POSITION- 34 17 19.95835(N) 096 50 17.70737(W)   ADJUSTED
 EL0788* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 EL0788  ______________________________________________________________________
 EL0788  GEOID HEIGHT    -        -25.534 (meters)                     GEOID18
 EL0788  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 EL0788  HORZ ORDER      -  FIRST
 EL0788
 EL0788.The horizontal coordinates were established by classical geodetic methods
 EL0788.and adjusted by the National Geodetic Survey in November 1994.
 EL0788
 EL0788.The orthometric height was scaled from a topographic map.
 EL0788
 EL0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0788.GEOID18 height accuracy estimate available here.
 EL0788
 EL0788.Click photographs - Photos may exist for this station.
 EL0788
 EL0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0788
 EL0788. The following values were computed from the NAD 83(1993) position.
 EL0788
 EL0788;                    North         East     Units Scale Factor Converg.
 EL0788;SPC OK S     -   106,607.460   706,955.356   MT  0.99994915   +0 39 33.9
 EL0788;SPC OK S     -   349,761.31  2,319,402.70   sFT  0.99994915   +0 39 33.9
 EL0788;UTM  14      - 3,796,302.105   698,971.806   MT  1.00008803   +1 13 05.7
 EL0788
 EL0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0788!SPC OK S     -   0.99995722  x   0.99994915  =   0.99990637
 EL0788!UTM  14      -   0.99995722  x   1.00008803  =   1.00004525
 EL0788
 EL0788:                Primary Azimuth Mark                     Grid Az
 EL0788:SPC OK S     -  DOT AZ MK                                266 06 45.3
 EL0788:UTM  14      -  DOT AZ MK                                265 33 13.5
 EL0788
 EL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9897196302(NAD 83)
 EL0788
 EL0788|---------------------------------------------------------------------|
 EL0788| PID    Reference Object                     Distance      Geod. Az  |
 EL0788|                                                           dddmmss.s |
 EL0788| CX9481 DOT RM 1                             18.791 METERS 06738     |
 EL0788| CX9480 DOT AZ MK                                          2664619.2 |
 EL0788| EL0891 ARDMORE AFB WATER TANK AND BCN      APPROX.18.2 KM 2740546.3 |
 EL0788| CX9482 DOT RM 2                             20.518 METERS 32403     |
 EL0788|---------------------------------------------------------------------|
 EL0788
 EL0788                          SUPERSEDED SURVEY CONTROL
 EL0788
 EL0788  NAD 83(1986)-  34 17 19.96347(N)    096 50 17.69946(W) AD(       ) 1
 EL0788  NAD 27      -  34 17 19.62710(N)    096 50 16.67080(W) AD(       ) 1
 EL0788
 EL0788.Superseded values are not recommended for survey control.
 EL0788
 EL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0788.See file dsdata.pdf to determine how the superseded data were derived.
 EL0788
 EL0788_MARKER: DS = TRIANGULATION STATION DISK
 EL0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0788_STAMPING: DOT 1954
 EL0788_MARK LOGO: CGS
 EL0788_PROJECTION: FLUSH
 EL0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0788+STABILITY: SURFACE MOTION
 EL0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0788+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2002
 EL0788
 EL0788  HISTORY     - Date     Condition        Report By
 EL0788  HISTORY     - 1954     MONUMENTED       CGS
 EL0788  HISTORY     - 20020227 GOOD             NONE
 EL0788
 EL0788                          STATION DESCRIPTION
 EL0788
 EL0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0788'THE STATION IS LOCATED ABOUT 13.0 MILES NORTH-NORTHWEST OF
 EL0788'MADILL, 11.0 MILES EAST-NORTHEAST OF GENE AUTRY AND 8.0 MILES
 EL0788'SOUTH OF MILL CREEK ON THE TOP OF A LOW, VERY ROCKY HILL NEAR
 EL0788'THE SOUTH EDGE OF A PASTURE, 110 FEET NORTH OF AN EAST-WEST
 EL0788'FENCE LINE AND A WIRE GATE.  IT IS STAMPED DOT 1954 AND IS
 EL0788'FLUSH WITH THE GROUND SURFACE.
 EL0788'
 EL0788'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION,
 EL0788'118 FEET NORTH OF THE EAST-WEST FENCE LINE AND IS STAMPED
 EL0788'DOT NO 1 1954.
 EL0788'
 EL0788'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION,
 EL0788'175 FEET NORTH OF THE EAST-WEST FENCE LINE AND IS STAMPED DOT
 EL0788'NO 2 1954.
 EL0788'
 EL0788'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 101.4 FEET.
 EL0788'
 EL0788'THE AZIMUTH MARK IS NEAR THE SOUTH EDGE OF A PASTURE, 55 FEET
 EL0788'EAST-NORTHEAST OF THE EAST END OF A WIRE GATE, 18 FEET
 EL0788'NORTH-NORTHEAST OF A TELEPHONE POLE AND 15 FEET NORTH OF AN EAST-WEST
 EL0788'FENCE LINE.  IT IS STAMPED DOT 1954.
 EL0788'
 EL0788'TO REACH THE STATION FROM THE POST OFFICE IN MILL CREEK, GO
 EL0788'WEST FOR 1 BLOCK TO AN INTERSECTION, TURN LEFT AND GO SOUTH
 EL0788'ON GRAVELED ROAD CROSSING RAILROAD TRACK FOR 0.9 MILE TO A T
 EL0788'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.0 MILE TO A CURVE,
 EL0788'TURN LEFT AND FOLLOW MAIN TRAVELED ROAD SOUTHERLY FOR 7.4
 EL0788'MILES TO A FORK JUST NORTH OF A CORRAL.  TURN LEFT AND GO EAST
 EL0788'FOR 0.5 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD, TURN LEFT
 EL0788'AND FOLLOW TRACK ROAD EAST ALONG SOUTH SIDE OF FENCE LINE FOR
 EL0788'0.9 MILE TO A GATE IN EAST-WEST FENCE LINE JUST EAST OF A
 EL0788'TIN SHED.  AZIMUTH MARK IS JUST EAST-NORTHEAST OF GATE.
 EL0788'CONTINUE EAST FOR 0.3 MILE TO ANOTHER GATE IN EAST-WEST
 EL0788'FENCE AT THE TOP OF HILL AND STATION AS DESCRIBED.
 EL0788'
 EL0788'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EL0788
 EL0788                          STATION RECOVERY (2002)
 EL0788
 EL0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0788'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0144 ***********************************************************************
 EM0144  DESIGNATION -  DOTS
 EM0144  PID         -  EM0144
 EM0144  STATE/COUNTY-  OK/COMANCHE
 EM0144  COUNTRY     -  US
 EM0144  USGS QUAD   -  POST OAK CREEK (2018)
 EM0144
 EM0144                         *CURRENT SURVEY CONTROL
 EM0144  ______________________________________________________________________
 EM0144* NAD 83(1993) POSITION- 34 36 55.97340(N) 098 39 42.60213(W)   ADJUSTED
 EM0144* NAVD 88 ORTHO HEIGHT -   399.989 (meters)     1312.30  (feet) ADJUSTED
 EM0144  ______________________________________________________________________
 EM0144  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 EM0144  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 EM0144  DYNAMIC HEIGHT  -        399.587 (meters)     1310.98  (feet) COMP
 EM0144  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 EM0144
 EM0144  HORZ ORDER      -  FIRST
 EM0144  VERT ORDER      -  SECOND    CLASS 0
 EM0144
 EM0144.The horizontal coordinates were established by classical geodetic methods
 EM0144.and adjusted by the National Geodetic Survey in November 1994.
 EM0144
 EM0144.The orthometric height was determined by differential leveling and
 EM0144.adjusted by the NATIONAL GEODETIC SURVEY
 EM0144.in June 1991.
 EM0144
 EM0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0144.GEOID18 height accuracy estimate available here.
 EM0144
 EM0144.Click photographs - Photos may exist for this station.
 EM0144
 EM0144.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0144
 EM0144.The dynamic height is computed by dividing the NAVD 88
 EM0144.geopotential number by the normal gravity value computed on the
 EM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0144.degrees latitude (g = 980.6199 gals.).
 EM0144
 EM0144.The modeled gravity was interpolated from observed gravity values.
 EM0144
 EM0144. The following values were computed from the NAD 83(1993) position.
 EM0144
 EM0144;                    North         East     Units Scale Factor Converg.
 EM0144;SPC OK S     -   142,426.556   539,305.486   MT  0.99993609   -0 22 32.4
 EM0144;SPC OK S     -   467,277.79  1,769,371.42   sFT  0.99993609   -0 22 32.4
 EM0144;UTM  14      - 3,830,462.140   531,001.911   MT  0.99961185   +0 11 31.6
 EM0144
 EM0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0144!SPC OK S     -   0.99994125  x   0.99993609  =   0.99987734
 EM0144!UTM  14      -   0.99994125  x   0.99961185  =   0.99955312
 EM0144
 EM0144:                Primary Azimuth Mark                     Grid Az
 EM0144:SPC OK S     -  CACHE                                    156 47 46.4
 EM0144:UTM  14      -  CACHE                                    156 13 42.4
 EM0144
 EM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3100130462(NAD 83)
 EM0144
 EM0144|---------------------------------------------------------------------|
 EM0144| PID    Reference Object                     Distance      Geod. Az  |
 EM0144|                                                           dddmmss.s |
 EM0144| CX7095 DOTS RM 2                             7.452 METERS 00044     |
 EM0144| EM0145 DOTS RM 1                            12.070 METERS 08747     |
 EM0144| EM0832 CACHE                               APPROX. 0.8 KM 1562514.0 |
 EM0144| EM0836 DOTS RM 3                            59.168 METERS 17940     |
 EM0144|---------------------------------------------------------------------|
 EM0144
 EM0144                          SUPERSEDED SURVEY CONTROL
 EM0144
 EM0144  NAD 83(1986)-  34 36 55.98069(N)    098 39 42.58614(W) AD(       ) 1
 EM0144  NAD 27      -  34 36 55.73220(N)    098 39 41.35960(W) AD(       ) 1
 EM0144  NGVD 29 (??/??/92)  399.864  (m)         1311.89   (f) ADJ UNCH    2 0
 EM0144  NGVD 29             399.86   (m)         1311.9    (f) LEVELING    3  
 EM0144
 EM0144.Superseded values are not recommended for survey control.
 EM0144
 EM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0144.See file dsdata.pdf to determine how the superseded data were derived.
 EM0144
 EM0144_MARKER: DS = TRIANGULATION STATION DISK
 EM0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0144_STAMPING: DOTS 1961
 EM0144_MARK LOGO: CGS
 EM0144_PROJECTION: FLUSH
 EM0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0144+STABILITY: SURFACE MOTION
 EM0144
 EM0144  HISTORY     - Date     Condition        Report By
 EM0144  HISTORY     - 1961     MONUMENTED       CGS
 EM0144  HISTORY     - 1961     GOOD             CGS
 EM0144  HISTORY     - 1974     GOOD             NGS
 EM0144  HISTORY     - 20000110 GOOD             LOCSUR
 EM0144
 EM0144                          STATION DESCRIPTION
 EM0144
 EM0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0144'THE STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF THE TOWN
 EM0144'OF CACHE.
 EM0144'
 EM0144'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM0144'STATE HIGHWAY 49, IN THE SOUTHWEST EDGE OF CACHE, GO WEST
 EM0144'HIGHWAY 62 FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 EM0144'AND GO SOUTH FOR 0.5 MILE TO A GUARD GATE.  CONTINUE TO THE
 EM0144'WEST SIDE OF THE SITE AND THE STATION AS DESCRIBED.
 EM0144'
 EM0144'TO REACH THE AZIMUTH MARK FROM THE GUARD GATE GO NORTH 0.5
 EM0144'MILE TO HIGHWAY 62.  TURN LEFT, WEST, FOR 0.55 MILE TO A
 EM0144'CROSSROAD.  TURN LEFT, SOUTH, FOR 1 MILE TO A T INTERSECTION.
 EM0144'TURN RIGHT, WEST, FOR 0.5 MILE TO THE MARK ON THE RIGHT,
 EM0144'NORTH, SIDE OF THE ROAD.
 EM0144'
 EM0144'THE STATION IS 101 FEET NORTH OF A POWER POLE, 4.9 FEET
 EM0144'SOUTHEAST OF A METAL WITNESS POST AND 4 FEET EAST OF THE
 EM0144'FENCE.  THE SQUARE CONCRETE MONUMENT IS SET FLUSH AND THE
 EM0144'DISK IS STAMPED DOTS 1961.
 EM0144'
 EM0144'REFERENCE MARK 1 IS 111 FEET NORTHEAST OF A POWER POLE, 43.3
 EM0144'FEET EAST OF THE WEST FENCE AND 42.4 FEET EAST OF THE METAL
 EM0144'WITNESS POST.  THE SQUARE CONCRETE MONUMENT IS FLUSH AND THE
 EM0144'DISK IS STAMPED DOTS NO 1 1961.
 EM0144'
 EM0144'THE WEST MARKER IS AN UNSTAMPED BRONZE DISK SET IN THE TOP
 EM0144'OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 EM0144'THE DISK HAS A TRIANGLE SCRIBED AROUND A PUNCH MARK.  IT
 EM0144'IS 20 FEET NORTH OF THE METAL WITNESS POST AND 4 FEET EAST
 EM0144'OF THE FENCE.
 EM0144'
 EM0144'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF A DIRT
 EM0144'ROAD, 16.6 FEET EAST OF THE CENTER OF A FIELD ROAD AND GATE, 3.0
 EM0144'FEET SOUTHEAST OF A METAL WITNESS POST AND 2.9 FEET SOUTH
 EM0144'OF A FENCE.  THE SQUARE CONCRETE MONUMENT IS FLUSH AND THE
 EM0144'DISK IS STAMPED DOTS 1961.
 EM0144'
 EM0144'R.M. 1 TO WEST MARKER--45.42 FEET OR 13.843 METERS.
 EM0144
 EM0144                          STATION RECOVERY (1961)
 EM0144
 EM0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0144'2.0 MI SW FROM CACHE.
 EM0144'1.5 MILES WEST OF U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0144'AND STATE HIGHWAY 49, IN THE SOUTHWEST EDGE OF CACHE, THENCE 0.5 MILE
 EM0144'SOUTH ALONG THE ROAD LEADING TO THE MISSILE SITE TO A GUARD STATION,
 EM0144'CONTINUE TO THE WEST SIDE OF THE SITE, 101 FEET NORTH OF A POWER POLE,
 EM0144'5.0 FEET SOUTHEAST OF THE WITNESS POST, 4 FEET EAST OF THE FENCE LINE,
 EM0144'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EM0144'SURFACE OF THE GROUND.
 EM0144
 EM0144                          STATION RECOVERY (1974)
 EM0144
 EM0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0144'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 EM0144'FOUND IN GOOD CONDITION.  REFERENCE MARKS WERE NOT RECOVERED
 EM0144'AND ITS BELIEVED THE MARKS MAY HAVE BEEN DESTROYED DURING THE
 EM0144'CONSTRUCTION OF MISSILE SITE, WHICH NOW HAS BEEN ABANDONED.
 EM0144'THE LINE OF SIGHT TO THE AZIMUTH MARK IS NOW OBSTRUCTED BY
 EM0144'A LARGE TIN SHED.
 EM0144'
 EM0144'REFERENCE MARK NO. 3 USA WAS ESTABLISHED BY THE U.S. ARMY AND
 EM0144'IT WAS REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE FROM
 EM0144'THE STATION MARK TO REFERENCE MARK.
 EM0144'
 EM0144'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 EM0144'
 EM0144'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF CACHE AND
 EM0144'AT ABANDONED MISSILE SITE COMPOUND.
 EM0144'
 EM0144'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 62
 EM0144'AND STATE HIGHWAY 115 IN CACHE, GO SOUTH ON STATE HWY. 115
 EM0144'FOR 1.05 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON
 EM0144'SURFACE ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE LEFT.  (NOTE--
 EM0144'TO REACH THE AZIMUTH MARK FROM THIS POINT SEE DESCRIPTION
 EM0144'BELOW) TURN LEFT AND GO SOUTHWESTERLY FOLLOWING SURFACE ROAD
 EM0144'FOR 0.5 MILE TO ENTRANCE OF MISSILE SITE COMPOUND.  HERE BEAR
 EM0144'RIGHT AND GO NORTH, ALONG THE EAST SIDE OF COMPOUND CHAIN-LINK
 EM0144'FENCE TO THE NORTHEAST CORNER OF COMPOUND, HERE GO WEST ALONG
 EM0144'THE NORTH SIDE OF COMPOUND FOR 0.05 MILE TO THE NORTHWEST
 EM0144'CORNER OF COMPOUND, HERE BEAR LEFT AND GO SOUTH ALONG THE
 EM0144'WEST SIDE OF COMPOUND FOR ABOUT 250 FEET TO STATION ON THE
 EM0144'RIGHT, ALONG THE PASTURE FENCE-LINE.
 EM0144'
 EM0144'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0144'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 EM0144'DOTS 1961.  IT IS 251 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 EM0144'CORNER OF CHAIN-LINK FENCE OF COMPOUND, 46 FEET WEST OF
 EM0144'THE CHAIN-LINK FENCE OF COMPOUND, 4 FEET EAST OF A PASTURE
 EM0144'FENCE-LINE, 5 FEET NORTHEAST OF AN IRON FENCE-POST WITH BRACE
 EM0144'ON EACH SIDE OF THE POST AND 5 FEET SOUTH-SOUTHEAST OF A METAL
 EM0144'WITNESS POST.
 EM0144'
 EM0144'REFERENCE MARK NO. 3 USA IS A STANDARD DISK, SET IN THE TOP
 EM0144'OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 EM0144'IS STAMPED DOTS 1961 NO 3 USA 1974.  IT IS 106 FEET NORTH OF
 EM0144'THE FENCE-CORNER OF PASTURE, 72 FEET NORTHWEST OF THE
 EM0144'SOUTHWEST CORNER OF CHAIN-LINK FENCE OF COMPOUND, 45 FEET
 EM0144'WEST OF CHAIN-LINK FENCE AND 5 FEET EAST OF PASTURE FENCE-LINE
 EM0144'
 EM0144'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0144'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 EM0144'DOTS 1961.  IT IS 78 FEET NORTHWEST OF A HI-LINE POLE, 26
 EM0144'FEET NORTH OF THE CENTER OF GRAVEL ROAD, 25 FEET EAST OF A
 EM0144'T FENCE-CORNER, 9 FEET EAST OF THE EAST END OF GATE AND 3
 EM0144'FEET SOUTH OF THE FENCE-LINE.
 EM0144'
 EM0144'TO REACH THE AZIMUTH MARK, FROM POINT MENTIONED IN THE TO
 EM0144'REACH THE STATION, CONTINUE WEST ON SURFACE ROAD FOR 0.5
 EM0144'MILE TO CROSSROADS, TURN LEFT AND GO SOUTH ON GRAVEL ROAD
 EM0144'FOR 0.1 MILE TO A T INTERSECTION.  TURN RIGHT AND GO WEST
 EM0144'ON GRAVEL ROAD FOR 0.5 MILE TO MARK ON THE RIGHT AND FIELD
 EM0144'ROAD ON THE RIGHT.
 EM0144
 EM0144                          STATION RECOVERY (2000)
 EM0144
 EM0144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0144'RECOVERED IN GOOD CONDITION.  SURFACE OWNER IS SCOTT DOUGLAS OF CACHE
 EM0144'OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0833 ***********************************************************************
 EM0833  DESIGNATION -  DOTS AZ MK
 EM0833  PID         -  EM0833
 EM0833  STATE/COUNTY-  OK/COMANCHE
 EM0833  COUNTRY     -  US
 EM0833  USGS QUAD   -  POST OAK CREEK (2018)
 EM0833
 EM0833                         *CURRENT SURVEY CONTROL
 EM0833  ______________________________________________________________________
 EM0833* NAD 83(1993) POSITION- 34 36 32.99586(N) 098 40 35.75485(W)   ADJUSTED
 EM0833* NAVD 88 ORTHO HEIGHT -   396.9   (meters)     1302.    (feet) VERTCON3
 EM0833  ______________________________________________________________________
 EM0833  GEOID HEIGHT    -        -25.691 (meters)                     GEOID18
 EM0833  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 EM0833  HORZ ORDER      -  SECOND
 EM0833
 EM0833.The horizontal coordinates were established by classical geodetic methods
 EM0833.and adjusted by the National Geodetic Survey in November 1994.
 EM0833
 EM0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0833
 EM0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0833.GEOID18 height accuracy estimate available here.
 EM0833
 EM0833.Click photographs - Photos may exist for this station.
 EM0833
 EM0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0833
 EM0833. The following values were computed from the NAD 83(1993) position.
 EM0833
 EM0833;                    North         East     Units Scale Factor Converg.
 EM0833;SPC OK S     -   141,727.544   537,946.745   MT  0.99993604   -0 23 02.6
 EM0833;SPC OK S     -   464,984.45  1,764,913.61   sFT  0.99993604   -0 23 02.6
 EM0833;UTM  14      - 3,829,749.930   529,650.603   MT  0.99961084   +0 11 01.3
 EM0833
 EM0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0833!SPC OK S     -   0.99994173  x   0.99993604  =   0.99987777
 EM0833!UTM  14      -   0.99994173  x   0.99961084  =   0.99955259
 EM0833
 EM0833:                Primary Azimuth Mark                     Grid Az
 EM0833:SPC OK S     -  CACHE                                    090 52 43.5
 EM0833:UTM  14      -  CACHE                                    090 18 39.6
 EM0833
 EM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2965029749(NAD 83)
 EM0833
 EM0833|---------------------------------------------------------------------|
 EM0833| PID    Reference Object                     Distance      Geod. Az  |
 EM0833|                                                           dddmmss.s |
 EM0833| EM0144 DOTS                                APPROX. 1.5 KM 0622331.7 |
 EM0833| EM0832 CACHE                               APPROX. 1.7 KM 0902940.9 |
 EM0833|---------------------------------------------------------------------|
 EM0833
 EM0833                          SUPERSEDED SURVEY CONTROL
 EM0833
 EM0833  NAD 83(1986)-  34 36 33.00311(N)    098 40 35.73900(W) AD(       ) 2
 EM0833  NAD 27      -  34 36 32.75000(N)    098 40 34.51800(W) AD(       ) 2
 EM0833  NGVD 29 (07/19/86)  396.8    (m)         1302.     (f) VERT ANG       
 EM0833
 EM0833.Superseded values are not recommended for survey control.
 EM0833
 EM0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0833.See file dsdata.pdf to determine how the superseded data were derived.
 EM0833
 EM0833_MARKER: DZ = AZIMUTH MARK DISK
 EM0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0833_STAMPING: DOTS 1961
 EM0833_MARK LOGO: CGS
 EM0833_PROJECTION: FLUSH
 EM0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0833+STABILITY: SURFACE MOTION
 EM0833
 EM0833  HISTORY     - Date     Condition        Report By
 EM0833  HISTORY     - 1961     MONUMENTED       CGS
 EM0833  HISTORY     - 20000120 GOOD             LOCSUR
 EM0833
 EM0833                          STATION DESCRIPTION
 EM0833
 EM0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0833'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF CACHE,
 EM0833'ON THE NORTH SIDE AND WITHIN THE RIGHT-OF-WAY OF A SECTION
 EM0833'LINE ROAD.
 EM0833'
 EM0833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0833'AND STATE HIGHWAY 49 AT THE SOUTHWEST EDGE OF CACHE, GO WEST
 EM0833'ON U.S. HIGHWAY 62 FOR 2.0 MILES TO A DIRT ROAD ON THE LEFT,
 EM0833'TURN LEFT AND GO SOUTH FOR 1.0 MILE TO AN INTERSECTION, TURN RIGHT
 EM0833'AND GO WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 EM0833'
 EM0833'THE STATION MARK IS A STANDARD AZIMUTH DISK STAMPED DOTS 1961,
 EM0833'SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 25
 EM0833'FEET NORTH OF THE CENTER OF THE DIRT ROAD, 16.6 FEET EAST
 EM0833'OF THE CENTER OF A DRIVEWAY AND GATE INTO A FIELD, 3.0 FEET
 EM0833'SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 EM0833'FENCE.
 EM0833
 EM0833                          STATION RECOVERY (2000)
 EM0833
 EM0833'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0833'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0145 ***********************************************************************
 EM0145  DESIGNATION -  DOTS RM 1
 EM0145  PID         -  EM0145
 EM0145  STATE/COUNTY-  OK/COMANCHE
 EM0145  COUNTRY     -  US
 EM0145  USGS QUAD   -  POST OAK CREEK (2018)
 EM0145
 EM0145                         *CURRENT SURVEY CONTROL
 EM0145  ______________________________________________________________________
 EM0145* NAD 83(1986) POSITION- 34 36 55.99   (N) 098 39 42.13   (W)   HD_HELD1
 EM0145* NAVD 88 ORTHO HEIGHT -   399.833 (meters)     1311.79  (feet) ADJUSTED
 EM0145  ______________________________________________________________________
 EM0145  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 EM0145  DYNAMIC HEIGHT  -        399.431 (meters)     1310.47  (feet) COMP
 EM0145  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 EM0145
 EM0145  VERT ORDER      -  SECOND    CLASS 0
 EM0145
 EM0145.The horizontal coordinates were determined by differentially corrected
 EM0145.hand held GPS observations or other comparable positioning techniques
 EM0145.and have an estimated accuracy of +/- 3 meters.
 EM0145
 EM0145.The orthometric height was determined by differential leveling and
 EM0145.adjusted by the NATIONAL GEODETIC SURVEY
 EM0145.in June 1991.
 EM0145
 EM0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0145.GEOID18 height accuracy estimate available here.
 EM0145
 EM0145.Click photographs - Photos may exist for this station.
 EM0145
 EM0145.The dynamic height is computed by dividing the NAVD 88
 EM0145.geopotential number by the normal gravity value computed on the
 EM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0145.degrees latitude (g = 980.6199 gals.).
 EM0145
 EM0145.The modeled gravity was interpolated from observed gravity values.
 EM0145
 EM0145;                    North         East    Units  Estimated Accuracy
 EM0145;SPC OK S     -   142,427.0     539,317.5     MT  (+/- 3 meters HH1 GPS) 
 EM0145
 EM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3101330462(NAD 83)
 EM0145
 EM0145                          SUPERSEDED SURVEY CONTROL
 EM0145
 EM0145  NGVD 29 (??/??/92)  399.708  (m)         1311.38   (f) ADJ UNCH    2 0
 EM0145
 EM0145.Superseded values are not recommended for survey control.
 EM0145
 EM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0145.See file dsdata.pdf to determine how the superseded data were derived.
 EM0145
 EM0145_MARKER: DR = REFERENCE MARK DISK
 EM0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0145_STAMPING: DOTS NO 1 1961
 EM0145_MARK LOGO: CGS
 EM0145_PROJECTION: FLUSH
 EM0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0145+STABILITY: SURFACE MOTION
 EM0145
 EM0145  HISTORY     - Date     Condition        Report By
 EM0145  HISTORY     - 1961     MONUMENTED       CGS
 EM0145  HISTORY     - 20000110 MARK NOT FOUND   LOCSUR
 EM0145
 EM0145                          STATION DESCRIPTION
 EM0145
 EM0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0145'2.0 MI SW FROM CACHE.
 EM0145'1.5 MILES WEST ON U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0145'AND STATE HIGHWAY 49, IN THE SOUTHWEST EDGE OF CACHE, THENCE 0.5 MILE
 EM0145'SOUTH ALONG THE ROAD LEADING TO THE MISSILE SITE TO A GUARD STATION,
 EM0145'CONTINUE TO THE WEST SIDE OF THE SITE, 111 FEET NORTHEAST OF A POWER
 EM0145'POLE, 43 FEET EAST OF THE WEST FENCE, 42 FEET EAST OF THE WITNESS
 EM0145'POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EM0145'SURFACE OF THE GROUND.
 EM0145
 EM0145                          STATION RECOVERY (2000)
 EM0145
 EM0145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0145'MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0836 ***********************************************************************
 EM0836  DESIGNATION -  DOTS RM 3
 EM0836  PID         -  EM0836
 EM0836  STATE/COUNTY-  OK/COMANCHE
 EM0836  COUNTRY     -  US
 EM0836  USGS QUAD   -  POST OAK CREEK (2018)
 EM0836
 EM0836                         *CURRENT SURVEY CONTROL
 EM0836  ______________________________________________________________________
 EM0836* NAD 83(1993) POSITION- 34 36 54.05331(N) 098 39 42.58832(W)   ADJUSTED
 EM0836* NAVD 88 ORTHO HEIGHT -   399.7   (meters)     1311.    (feet) VERTCON3
 EM0836  ______________________________________________________________________
 EM0836  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 EM0836  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 EM0836  HORZ ORDER      -  SECOND
 EM0836
 EM0836.The horizontal coordinates were established by classical geodetic methods
 EM0836.and adjusted by the National Geodetic Survey in November 1994.
 EM0836
 EM0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0836
 EM0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0836.GEOID18 height accuracy estimate available here.
 EM0836
 EM0836.Click photographs - Photos may exist for this station.
 EM0836
 EM0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0836
 EM0836. The following values were computed from the NAD 83(1993) position.
 EM0836
 EM0836;                    North         East     Units Scale Factor Converg.
 EM0836;SPC OK S     -   142,367.391   539,305.450   MT  0.99993609   -0 22 32.4
 EM0836;SPC OK S     -   467,083.68  1,769,371.30   sFT  0.99993609   -0 22 32.4
 EM0836;UTM  14      - 3,830,402.997   531,002.461   MT  0.99961185   +0 11 31.6
 EM0836
 EM0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0836!SPC OK S     -   0.99994129  x   0.99993609  =   0.99987738
 EM0836!UTM  14      -   0.99994129  x   0.99961185  =   0.99955316
 EM0836
 EM0836:                Primary Azimuth Mark                     Grid Az
 EM0836:SPC OK S     -  CACHE                                    154 58 28.8
 EM0836:UTM  14      -  CACHE                                    154 24 24.8
 EM0836
 EM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3100230402(NAD 83)
 EM0836
 EM0836|---------------------------------------------------------------------|
 EM0836| PID    Reference Object                     Distance      Geod. Az  |
 EM0836|                                                           dddmmss.s |
 EM0836| EM0832 CACHE                               APPROX. 0.7 KM 1543556.4 |
 EM0836| EM0144 DOTS                                 59.168 METERS 35940     |
 EM0836|---------------------------------------------------------------------|
 EM0836
 EM0836                          SUPERSEDED SURVEY CONTROL
 EM0836
 EM0836  NAD 83(1986)-  34 36 54.06052(N)    098 39 42.57233(W) AD(       ) 2
 EM0836  NAD 27      -  34 36 53.81207(N)    098 39 41.34573(W) AD(       ) 2
 EM0836  NGVD 29 (07/19/86)  399.6    (m)         1311.     (f) VERT ANG       
 EM0836
 EM0836.Superseded values are not recommended for survey control.
 EM0836
 EM0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0836.See file dsdata.pdf to determine how the superseded data were derived.
 EM0836
 EM0836_MARKER: DR = REFERENCE MARK DISK
 EM0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0836_STAMPING: DOTS 1961 NO 3 USA 1974
 EM0836_MARK LOGO: NGS
 EM0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0836+STABILITY: SURFACE MOTION
 EM0836
 EM0836  HISTORY     - Date     Condition        Report By
 EM0836  HISTORY     - 1974     MONUMENTED       NGS
 EM0836  HISTORY     - 20000110 GOOD             LOCSUR
 EM0836
 EM0836                          STATION DESCRIPTION
 EM0836
 EM0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0836'REFERENCE MARK NO. 3 USA IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EM0836'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED DOTS 1961
 EM0836'NO 3 USA 1974.  IT IS 106 FEET NORTH OF THE FENCE-CORNER OF PASTURE,
 EM0836'72 FEET NORTHWEST OF THE SOUTHWEST CORNER OF CHAIN-LINK FENCE OF
 EM0836'COMPOUND, 45 FEET WEST OF CHAIN-LINK FENCE AND 5 FEET EAST OF PASTURE
 EM0836'FENCE-LINE.
 EM0836
 EM0836                          STATION RECOVERY (2000)
 EM0836
 EM0836'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0836'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0857 ***********************************************************************
 FJ0857  DESIGNATION -  DOUGLAS
 FJ0857  PID         -  FJ0857
 FJ0857  STATE/COUNTY-  OK/OKLAHOMA
 FJ0857  COUNTRY     -  US
 FJ0857  USGS QUAD   -  JONES (2018)
 FJ0857
 FJ0857                         *CURRENT SURVEY CONTROL
 FJ0857  ______________________________________________________________________
 FJ0857* NAD 83(1993) POSITION- 35 37 24.56561(N) 097 17 38.27520(W)   ADJUSTED
 FJ0857* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 FJ0857  ______________________________________________________________________
 FJ0857  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 FJ0857  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 FJ0857  HORZ ORDER      -  THIRD
 FJ0857
 FJ0857.The horizontal coordinates were established by classical geodetic methods
 FJ0857.and adjusted by the National Geodetic Survey in November 1994.
 FJ0857
 FJ0857.The orthometric height was scaled from a topographic map.
 FJ0857
 FJ0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0857.GEOID18 height accuracy estimate available here.
 FJ0857
 FJ0857.Click photographs - Photos may exist for this station.
 FJ0857
 FJ0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0857
 FJ0857. The following values were computed from the NAD 83(1993) position.
 FJ0857
 FJ0857;                    North         East     Units Scale Factor Converg.
 FJ0857;SPC OK N     -    69,410.730   663,958.711   MT  0.99999017   +0 24 60.0
 FJ0857;SPC OK N     -   227,725.04  2,178,337.87   sFT  0.99999017   +0 24 60.0
 FJ0857;UTM  14      - 3,943,529.307   654,495.804   MT  0.99989414   +0 59 38.0
 FJ0857
 FJ0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0857!SPC OK N     -   0.99995092  x   0.99999017  =   0.99994109
 FJ0857!UTM  14      -   0.99995092  x   0.99989414  =   0.99984507
 FJ0857
 FJ0857:                Primary Azimuth Mark                     Grid Az
 FJ0857:SPC OK N     -  DOUGLAS AZ MK                            256 07 49.0
 FJ0857:UTM  14      -  DOUGLAS AZ MK                            255 33 11.0
 FJ0857
 FJ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5449543529(NAD 83)
 FJ0857
 FJ0857|---------------------------------------------------------------------|
 FJ0857| PID    Reference Object                     Distance      Geod. Az  |
 FJ0857|                                                           dddmmss.s |
 FJ0857| CL5071 DOUGLAS RM 2                         14.804 METERS 00041     |
 FJ0857| CL5070 DOUGLAS RM 1                         18.117 METERS 09032     |
 FJ0857| CL5069 DOUGLAS AZ MK                                      2563249.0 |
 FJ0857|---------------------------------------------------------------------|
 FJ0857
 FJ0857                          SUPERSEDED SURVEY CONTROL
 FJ0857
 FJ0857  NAD 83(1986)-  35 37 24.57213(N)    097 17 38.25706(W) AD(       ) 3
 FJ0857  NAD 27      -  35 37 24.36863(N)    097 17 37.13764(W) AD(       ) 3
 FJ0857
 FJ0857.Superseded values are not recommended for survey control.
 FJ0857
 FJ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0857.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0857
 FJ0857_MARKER: DS = TRIANGULATION STATION DISK
 FJ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0857_STAMPING: DOUGLAS 1955
 FJ0857_MARK LOGO: CGS
 FJ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0857+STABILITY: SURFACE MOTION
 FJ0857
 FJ0857  HISTORY     - Date     Condition        Report By
 FJ0857  HISTORY     - 1955     MONUMENTED       CGS
 FJ0857
 FJ0857                          STATION DESCRIPTION
 FJ0857
 FJ0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0857'THE STATION IS ABOUT 3 MILES SOUTH AND 1-3/4 MILES EAST OF
 FJ0857'ARCADIA IN THE NORTHWEST 1/4 OF SECTION 10, T 13 N, R 1 W,
 FJ0857'ON THE RIGHT-OF-WAY OF AN EAST-WEST GRADED DIRT ROAD, AND
 FJ0857'ABOUT 0.1 MILE SOUTH OF THE TURNER TURNPIKE.
 FJ0857'
 FJ0857'TO REACH FROM THE POST OFFICE IN JONES, GO WEST ON A PAVED
 FJ0857'ROAD FOR 0.75 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH
 FJ0857'ON A PAVED ROAD 3.9 MILES TO A DIRT ROAD RIGHT AT SOUTH
 FJ0857'APPROACH TO TURNER TURNPIKE OVERPASS, TURN RIGHT AND GO EAST
 FJ0857'ON DIRT ROAD FOR 0.35 MILE TO STATION ON RIGHT.
 FJ0857'
 FJ0857'THE STATION MARK IS 29 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 FJ0857'ROAD, 29 FEET EAST OF THE EAST END OF A WIRE GATE, 5 FEET
 FJ0857'EAST OF A WITNESS POST, AND 3 FEET NORTH OF A FENCE LINE.
 FJ0857'THE MARK PROJECTS 4 INCHES AND IS STAMPED DOUGLAS 1955.
 FJ0857'
 FJ0857'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 30 FEET SOUTH
 FJ0857'OF THE CENTER OF AN EAST-WEST ROAD AND 2 FEET NORTH OF THE
 FJ0857'SOUTH RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6 INCHES
 FJ0857'AND IS STAMPED DOUGLAS NO 1 1955.
 FJ0857'
 FJ0857'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 21 FEET NORTH
 FJ0857'OF THE CENTER OF AN EAST-WEST ROAD.  THE MARK IS LEVEL WITH
 FJ0857'THE SURFACE OF THE GROUND AND IS STAMPED DOUGLAS NO 2 1955.
 FJ0857'
 FJ0857'THE AZIMUTH MARK, WEST OF THE STATION APPROXIMATELY 0.35
 FJ0857'MILE, IS ABOUT 400 FEET SOUTH OF THE TURNER TURNPIKE OVERPASS,
 FJ0857'33 FEET WEST OF A PAVED ROAD, 3 FEET WEST OF THE WEST RIGHT-OF-WAY
 FJ0857'FENCE LINE, AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK
 FJ0857'PROJECTS 6 INCHES AND IS STAMPED DOUGLAS 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0769 ***********************************************************************
 GH0769  DESIGNATION -  DOUGLAS
 GH0769  PID         -  GH0769
 GH0769  STATE/COUNTY-  OK/GARFIELD
 GH0769  COUNTRY     -  US
 GH0769  USGS QUAD   -  FAIRMONT (2018)
 GH0769
 GH0769                         *CURRENT SURVEY CONTROL
 GH0769  ______________________________________________________________________
 GH0769* NAD 83(1993) POSITION- 36 15 38.29701(N) 097 41 14.53552(W)   ADJUSTED
 GH0769* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 GH0769  ______________________________________________________________________
 GH0769  GEOID HEIGHT    -        -27.893 (meters)                     GEOID18
 GH0769  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 GH0769  HORZ ORDER      -  SECOND
 GH0769
 GH0769.The horizontal coordinates were established by classical geodetic methods
 GH0769.and adjusted by the National Geodetic Survey in November 1994.
 GH0769
 GH0769.The orthometric height was scaled from a topographic map.
 GH0769
 GH0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0769.GEOID18 height accuracy estimate available here.
 GH0769
 GH0769.Click photographs - Photos may exist for this station.
 GH0769
 GH0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0769
 GH0769. The following values were computed from the NAD 83(1993) position.
 GH0769
 GH0769;                    North         East     Units Scale Factor Converg.
 GH0769;SPC OK N     -   139,917.028   628,093.196   MT  0.99994673   +0 11 04.2
 GH0769;SPC OK N     -   459,044.45  2,060,669.09   sFT  0.99994673   +0 11 04.2
 GH0769;UTM  14      - 4,013,656.630   617,916.752   MT  0.99977132   +0 46 35.2
 GH0769
 GH0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0769!SPC OK N     -   0.99994911  x   0.99994673  =   0.99989585
 GH0769!UTM  14      -   0.99994911  x   0.99977132  =   0.99972045
 GH0769
 GH0769:                Primary Azimuth Mark                     Grid Az
 GH0769:SPC OK N     -  DOUGLAS AZ MK                            090 21 57.2
 GH0769:UTM  14      -  DOUGLAS AZ MK                            089 46 26.2
 GH0769
 GH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1791613656(NAD 83)
 GH0769
 GH0769|---------------------------------------------------------------------|
 GH0769| PID    Reference Object                     Distance      Geod. Az  |
 GH0769|                                                           dddmmss.s |
 GH0769| GH0764 COVINGTON MUNICIPAL TANK            APPROX.10.8 KM 0600732.4 |
 GH0769| GH0768 DOUGLAS FARMERS COOP N ELEV         APPROX. 1.9 KM 0804601.5 |
 GH0769| CL5072 DOUGLAS AZ MK                                      0903301.4 |
 GH0769| CL5073 DOUGLAS RM 1                         20.911 METERS 10331     |
 GH0769| GH0782 MARSHALL MUNICIPAL TANK             APPROX.13.0 KM 1550426.2 |
 GH0769| GH0783 MARSHALL FARMERS COOP ELEV          APPROX.13.1 KM 1553659.1 |
 GH0769| CL5074 DOUGLAS RM 2                         31.090 METERS 19328     |
 GH0769| GH0803 NORTH ENID MUNICIPAL TANK           APPROX.23.7 KM 3231603.0 |
 GH0769|---------------------------------------------------------------------|
 GH0769
 GH0769                          SUPERSEDED SURVEY CONTROL
 GH0769
 GH0769  NAD 83(1986)-  36 15 38.30411(N)    097 41 14.52439(W) AD(       ) 2
 GH0769  NAD 27      -  36 15 38.17482(N)    097 41 13.33871(W) AD(       ) 2
 GH0769
 GH0769.Superseded values are not recommended for survey control.
 GH0769
 GH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0769.See file dsdata.pdf to determine how the superseded data were derived.
 GH0769
 GH0769_MARKER: DS = TRIANGULATION STATION DISK
 GH0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0769_STAMPING: DOUGLAS 1963
 GH0769_MARK LOGO: CGS
 GH0769_PROJECTION: RECESSED 30 CENTIMETERS
 GH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0769+STABILITY: SURFACE MOTION
 GH0769
 GH0769  HISTORY     - Date     Condition        Report By
 GH0769  HISTORY     - 1963     MONUMENTED       CGS
 GH0769  HISTORY     - 1967     GOOD             PHILIP
 GH0769
 GH0769                          STATION DESCRIPTION
 GH0769
 GH0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0769'THE STATION IS NEAR THE SOUTH EDGE OF A CULTIVATED FIELD
 GH0769'ON THE NORTH SIDE OF A MACADAM ROAD, ABOUT 8 MILES NORTH-NORTHWEST
 GH0769'OF MARSHALL AND 1.0 MILES WEST OF DOUGLAS.
 GH0769'
 GH0769'TO REACH THE STATION FROM THE DEPOT IN DOUGLAS, GO WEST ON
 GH0769'MACADAM ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GH0769'CONTINUE WEST ON MACADAM ROAD FOR 0.8 MILE TO THE STATION
 GH0769'ON THE RIGHT.
 GH0769'
 GH0769'STATION MARK IS A STANDARD DISK, STAMPED DOUGLAS 1963, SET
 GH0769'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 12 INCHES BELOW
 GH0769'THE SURFACE OF THE GROUND.  IT IS 97 FEET WEST-NORTHWEST
 GH0769'OF A PPOWER LINE POLE AND 60 FEET NORTH OF THE CENTERLINE
 GH0769'OF A MACADAM ROAD.  IT IS ABOUT 4 FEET HIGHER THAN THE ROAD.
 GH0769'
 GH0769'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOUGLAS NO 1
 GH0769'1963, SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST FLUSH
 GH0769'WITH THE SURROUNDING SURFACE.  IT IS 41 FEET NORTH OF THE
 GH0769'CENTERLINE OF THE ROAD AND 2 FEET WEST OF THE POWER LINE
 GH0769'POLE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GH0769'
 GH0769'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOUGLAS NO 2
 GH0769'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0769'3 INCHES.  IT IS 39 FEET SOUTH OF THE CENTERLINE OF THE
 GH0769'MACADAM ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH
 GH0769'OF A WIRE FENCE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GH0769'
 GH0769'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUGLAS 1963,
 GH0769'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0769'2 INCHES.  IT IS 27 FEET NORTH OF THE CENTERLINE OF A MACADAM
 GH0769'ROAD, 6 FEET WEST OF A POWER LINE POLE AND 2.3 FEET WEST
 GH0769'OF A WITNESS POST.
 GH0769'
 GH0769'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0769
 GH0769                          STATION RECOVERY (1967)
 GH0769
 GH0769'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1967
 GH0769'STATION RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0768 ***********************************************************************
 GH0768  DESIGNATION -  DOUGLAS FARMERS COOP N ELEV
 GH0768  PID         -  GH0768
 GH0768  STATE/COUNTY-  OK/GARFIELD
 GH0768  COUNTRY     -  US
 GH0768  USGS QUAD   -  FAIRMONT (2018)
 GH0768
 GH0768                         *CURRENT SURVEY CONTROL
 GH0768  ______________________________________________________________________
 GH0768* NAD 83(1993) POSITION- 36 15 48.06052(N) 097 40 00.32041(W)   ADJUSTED
 GH0768  ______________________________________________________________________
 GH0768  GEOID HEIGHT    -        -27.922 (meters)                     GEOID18
 GH0768  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 GH0768  HORZ ORDER      -  THIRD
 GH0768
 GH0768.The horizontal coordinates were established by classical geodetic methods
 GH0768.and adjusted by the National Geodetic Survey in November 1994.
 GH0768
 GH0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0768.GEOID18 height accuracy estimate available here.
 GH0768
 GH0768.Click photographs - Photos may exist for this station.
 GH0768
 GH0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0768
 GH0768. The following values were computed from the NAD 83(1993) position.
 GH0768
 GH0768;                    North         East     Units Scale Factor Converg.
 GH0768;SPC OK N     -   140,224.115   629,944.671   MT  0.99994680   +0 11 48.0
 GH0768;SPC OK N     -   460,051.95  2,066,743.47   sFT  0.99994680   +0 11 48.0
 GH0768;UTM  14      - 4,013,982.775   619,764.635   MT  0.99977673   +0 47 19.3
 GH0768
 GH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1976413982(NAD 83)
 GH0768
 GH0768                          SUPERSEDED SURVEY CONTROL
 GH0768
 GH0768  NAD 83(1986)-  36 15 48.06875(N)    097 40 00.30813(W) AD(       ) 3
 GH0768  NAD 27      -  36 15 47.93803(N)    097 39 59.12486(W) AD(       ) 3
 GH0768
 GH0768.Superseded values are not recommended for survey control.
 GH0768
 GH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0768.See file dsdata.pdf to determine how the superseded data were derived.
 GH0768
 GH0768_MARKER: 65 = GRAIN ELEVATOR
 GH0768
 GH0768  HISTORY     - Date     Condition        Report By
 GH0768  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0768
 GH0768                          STATION DESCRIPTION
 GH0768
 GH0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0768'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A
 GH0768'WHITE COLORED, 165 FEET HIGH ELEVATOR, LOCATED IN DOUGLAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0362 ***********************************************************************
 GH0362  DESIGNATION -  DOVER
 GH0362  PID         -  GH0362
 GH0362  STATE/COUNTY-  OK/KINGFISHER
 GH0362  COUNTRY     -  US
 GH0362  USGS QUAD   -  HENNESSEY (2018)
 GH0362
 GH0362                         *CURRENT SURVEY CONTROL
 GH0362  ______________________________________________________________________
 GH0362* NAD 83(1993) POSITION- 36 01 33.96040(N) 097 53 56.58630(W)   ADJUSTED
 GH0362* NAVD 88 ORTHO HEIGHT -   343.922 (meters)     1128.35  (feet) ADJUSTED
 GH0362  ______________________________________________________________________
 GH0362  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 GH0362  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 GH0362  DYNAMIC HEIGHT  -        343.611 (meters)     1127.33  (feet) COMP
 GH0362  MODELED GRAVITY -    979,719.9   (mgal)                       NAVD 88
 GH0362
 GH0362  HORZ ORDER      -  THIRD
 GH0362  VERT ORDER      -  FIRST     CLASS II
 GH0362
 GH0362.The horizontal coordinates were established by classical geodetic methods
 GH0362.and adjusted by the National Geodetic Survey in November 1994.
 GH0362
 GH0362.The orthometric height was determined by differential leveling and
 GH0362.adjusted by the NATIONAL GEODETIC SURVEY
 GH0362.in June 1991.
 GH0362
 GH0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0362.GEOID18 height accuracy estimate available here.
 GH0362
 GH0362.Click photographs - Photos may exist for this station.
 GH0362
 GH0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0362
 GH0362.The dynamic height is computed by dividing the NAVD 88
 GH0362.geopotential number by the normal gravity value computed on the
 GH0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0362.degrees latitude (g = 980.6199 gals.).
 GH0362
 GH0362.The modeled gravity was interpolated from observed gravity values.
 GH0362
 GH0362. The following values were computed from the NAD 83(1993) position.
 GH0362
 GH0362;                    North         East     Units Scale Factor Converg.
 GH0362;SPC OK N     -   113,853.207   609,098.396   MT  0.99994844   +0 03 34.5
 GH0362;SPC OK N     -   373,533.40  1,998,350.32   sFT  0.99994844   +0 03 34.5
 GH0362;UTM  14      - 3,987,403.909   599,195.040   MT  0.99972124   +0 38 51.3
 GH0362
 GH0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0362!SPC OK N     -   0.99995032  x   0.99994844  =   0.99989877
 GH0362!UTM  14      -   0.99995032  x   0.99972124  =   0.99967158
 GH0362
 GH0362:                Primary Azimuth Mark                     Grid Az
 GH0362:SPC OK N     -  DOVER AZ MK                              000 43 38.3
 GH0362:UTM  14      -  DOVER AZ MK                              000 08 21.5
 GH0362
 GH0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9919587403(NAD 83)
 GH0362
 GH0362|---------------------------------------------------------------------|
 GH0362| PID    Reference Object                     Distance      Geod. Az  |
 GH0362|                                                           dddmmss.s |
 GH0362| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX. 9.0 KM 0002217.9 |
 GH0362| GH0365 DOVER AZ MK                                        0004712.8 |
 GH0362| GH0363 DOVER RM 1                           15.705 METERS 17123     |
 GH0362| GH0364 DOVER RM 2                           25.639 METERS 27115     |
 GH0362|---------------------------------------------------------------------|
 GH0362
 GH0362                          SUPERSEDED SURVEY CONTROL
 GH0362
 GH0362  NAD 83(1986)-  36 01 33.96592(N)    097 53 56.57286(W) AD(       ) 3
 GH0362  NAD 27      -  36 01 33.82520(N)    097 53 55.37843(W) AD(       ) 3
 GH0362  NGVD 29 (??/??/92)  343.790  (m)         1127.92   (f) ADJ UNCH    1 2
 GH0362  NGVD 29             343.79   (m)         1127.9    (f) LEVELING    3  
 GH0362
 GH0362.Superseded values are not recommended for survey control.
 GH0362
 GH0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0362.See file dsdata.pdf to determine how the superseded data were derived.
 GH0362
 GH0362_MARKER: DS = TRIANGULATION STATION DISK
 GH0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0362_STAMPING: DOVER 1951
 GH0362_MARK LOGO: CGS
 GH0362_PROJECTION: FLUSH
 GH0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0362+STABILITY: SURFACE MOTION
 GH0362
 GH0362  HISTORY     - Date     Condition        Report By
 GH0362  HISTORY     - 1951     MONUMENTED       CGS
 GH0362  HISTORY     - 1953     GOOD             CGS
 GH0362  HISTORY     - 1953     GOOD             CGS
 GH0362  HISTORY     - 1985     POOR             NGS
 GH0362
 GH0362                          STATION DESCRIPTION
 GH0362
 GH0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0362'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH HENNESSEY AND 3.0 MILES
 GH0362'NORTH-NORTHEAST OF DOVER ALONG THE RIGHT-OF-WAY OF U. S. HIGHWAY
 GH0362'NO. 81 AT THE TOP OF A SAND KNOLL.  IT IS 42.0 FEET EAST OF THE
 GH0362'CENTER OF U. S. HIGHWAY NO. 81, 10.0 FEET NORTHWEST OF A SMALL
 GH0362'TRIANGULAR BLAZED OAK TREE, 8.0 FEET WEST OF A FENCE AND 4.0 FEET
 GH0362'SOUTH OF A WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF
 GH0362'THE GROUND AND IS STAMPED DOVER 1951.
 GH0362'
 GH0362'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE KNOLL
 GH0362'ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 66.0 FEET
 GH0362'EAST OF THE CENTER OF U. S. HIGHWAY NO. 81 AND 0.5 FOOT WEST OF A
 GH0362'FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED DOVER NO 1 1951.
 GH0362'
 GH0362'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION AND IS
 GH0362'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 42.0 FEET WEST OF
 GH0362'THE CENTER OF U. S. HIGHWAY NO. 81 AND 1.0 FOOT WEST OF A FENCE.  IT
 GH0362'PROJECTS 4 INCHES AND IS STAMPED DOVER NO 2 1951.
 GH0362'
 GH0362'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GH0362'IS 109.90 FEET.
 GH0362'
 GH0362'THE AZIMUTH MARK IS 45.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 GH0362'CEMENT BLOCK PUMPING STATION, 38.0 FEET EAST OF THE CENTER OF U. S.
 GH0362'HIGHWAY NO. 81, 1.0 FOOT WEST OF A POWERLINE POLE AND 1.0 FOOT
 GH0362'SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED DOVER
 GH0362'1951.
 GH0362'
 GH0362'TO REACH THE STATION FROM THE POST OFFICE IN DOVER, GO NORTH AND
 GH0362'NORTHEAST ON U. S. HIGHWAY NO. 81 FOR 3.2 MILES TO WHERE THE HIGHWAY
 GH0362'CURVES BACK TO THE NORTH THROUGH A OUT AND THE STATION ON THE RIGHT
 GH0362'AT THE TOP OF THE BANK AS DESCRIBED.
 GH0362'
 GH0362'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U. S. HIGHWAY
 GH0362'NO. 81 FOR 0.6 MILE TO A SMALL CEMENT PUMPING STATION ON THE RIGHT
 GH0362'AND THE AZIMUTH MARK JUST NORTH OF THIS BUILDING AS DESCRIBED.
 GH0362'
 GH0362'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GH0362
 GH0362                          STATION RECOVERY (1953)
 GH0362
 GH0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (R)
 GH0362'3.3 MILES NORTH ALONG U. S. HIGHWAY 81 FROM THE POST OFFICE AT
 GH0362'DOVER. 0.3 MILE SOUTH OF AN EAST AND WEST ROAD, 43 FEET EAST OF THE
 GH0362'CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A FENCE, 4 FEET SOUTH OF
 GH0362'A WITNESS POST, ON TOP OF A SANDY KNOLL, A TRIANGULATION STATION
 GH0362'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GH0362'GROUND, STAMPED DOVER 1951.
 GH0362'
 GH0362'DOVER R. M. 1 IS 51.6 FEET SOUTHEAST OF TRIANGULATION STATION DOVER
 GH0362'1951, 0.8 FOOT WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 GH0362'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 GH0362'STAMPED DOVER NO 1 1951.
 GH0362'
 GH0362'DOVER R. M. 2 IS 84.4 FEET WEST OF TRIANGULATION STATION DOVER
 GH0362'1951, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT WEST
 GH0362'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 GH0362'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED DOVER NO 2 1951.
 GH0362'
 GH0362'DOVER 1951 AZIMUTH IS 0.7 MILE NORTH OF TRIANGULATION STATION DOVER
 GH0362'1951, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 GH0362'PUMP HOUSE, 38 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 81, 1
 GH0362'FOOT WEST OF A POWER POLE, 1 FOOT SOUTH OF A WITNESS POST, AN
 GH0362'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0362'0.4 FOOT ABOVE THE GROUND, STAMPED DOVER 1951.
 GH0362
 GH0362                          STATION RECOVERY (1953)
 GH0362
 GH0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GH0362'3.3 MI N FROM DOVER.
 GH0362'3.3 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 GH0362'DOVER, 0.3 MILE SOUTH OF AN EAST AND WEST ROAD, 43 FEET EAST OF
 GH0362'THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A FENCE, 4 FEET
 GH0362'SOUTH OF A WITNESS POST, ON TOP OF A SANDY KNOLL, SET IN THE
 GH0362'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GH0362
 GH0362                          STATION RECOVERY (1985)
 GH0362
 GH0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0362'RECOVERED IN POOR CONDITION.  THE 1953 RECOVERY DESCRIPTION IS
 GH0362'ADEQUATE EXCEPT MARK WAS FOUND AT THE EDGE OF THE CUT AND IS BEGINNING
 GH0362'TO SLIDE DOWN HILL.  NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0365 ***********************************************************************
 GH0365  DESIGNATION -  DOVER AZ MK
 GH0365  PID         -  GH0365
 GH0365  STATE/COUNTY-  OK/KINGFISHER
 GH0365  COUNTRY     -  US
 GH0365  USGS QUAD   -  HENNESSEY (2018)
 GH0365
 GH0365                         *CURRENT SURVEY CONTROL
 GH0365  ______________________________________________________________________
 GH0365* NAD 83(1986) POSITION- 36 02 07.     (N) 097 53 54.     (W)   SCALED
 GH0365* NAVD 88 ORTHO HEIGHT -   339.761 (meters)     1114.70  (feet) ADJUSTED
 GH0365  ______________________________________________________________________
 GH0365  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 GH0365  DYNAMIC HEIGHT  -        339.454 (meters)     1113.69  (feet) COMP
 GH0365  MODELED GRAVITY -    979,720.2   (mgal)                       NAVD 88
 GH0365
 GH0365  VERT ORDER      -  FIRST     CLASS II
 GH0365
 GH0365.The horizontal coordinates were scaled from a map and have
 GH0365.an estimated accuracy of +/- 6 seconds.
 GH0365
 GH0365.The orthometric height was determined by differential leveling and
 GH0365.adjusted by the NATIONAL GEODETIC SURVEY
 GH0365.in June 1991.
 GH0365
 GH0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0365.GEOID18 height accuracy estimate available here.
 GH0365
 GH0365.Click photographs - Photos may exist for this station.
 GH0365
 GH0365.The dynamic height is computed by dividing the NAVD 88
 GH0365.geopotential number by the normal gravity value computed on the
 GH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0365.degrees latitude (g = 980.6199 gals.).
 GH0365
 GH0365.The modeled gravity was interpolated from observed gravity values.
 GH0365
 GH0365;                    North         East    Units  Estimated Accuracy
 GH0365;SPC OK N     -   114,870.      609,160.      MT  (+/- 180 meters Scaled)
 GH0365
 GH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE992884(NAD 83)
 GH0365
 GH0365                          SUPERSEDED SURVEY CONTROL
 GH0365
 GH0365  NGVD 29 (??/??/92)  339.640  (m)         1114.30   (f) SUPERSEDED  1 2
 GH0365  NGVD 29 (04/22/92)  339.593  (m)         1114.15   (f) ADJUSTED    1 2
 GH0365
 GH0365.Superseded values are not recommended for survey control.
 GH0365
 GH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0365.See file dsdata.pdf to determine how the superseded data were derived.
 GH0365
 GH0365_MARKER: DZ = AZIMUTH MARK DISK
 GH0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0365_STAMPING: DOVER 1951
 GH0365_MARK LOGO: CGS
 GH0365_PROJECTION: PROJECTING 8 CENTIMETERS
 GH0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0365+STABILITY: SURFACE MOTION
 GH0365
 GH0365  HISTORY     - Date     Condition        Report By
 GH0365  HISTORY     - 1951     MONUMENTED       CGS
 GH0365  HISTORY     - 1953     GOOD             CGS
 GH0365  HISTORY     - 1985     GOOD             NGS
 GH0365
 GH0365                          STATION DESCRIPTION
 GH0365
 GH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0365'4.0 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT DOVER,
 GH0365'45 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK PUMP
 GH0365'HOUSE, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A
 GH0365'POWER POLE, 1 FOOT SOUTH OF A WITNESS POST, 0.7 MILE NORTH OF
 GH0365'TRIANGULATION STATION DOVER 1951, SET IN THE TOP OF A CONCRETE POST
 GH0365'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0365
 GH0365                          STATION RECOVERY (1985)
 GH0365
 GH0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0365'6.27 KM (3.90 MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0365'DOVER, AT THE SOUTH END OF A CUT, IN THE SOUTHEAST CORNER OF THE T
 GH0365'JUNCTION OF A PAVED DRIVE LEADING EAST TO A HOUSE, 0.68 KM (0.42 MI)
 GH0365'NORTH OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, 15.5 METERS
 GH0365'(51 FT) EAST OF THE HIGHWAY CENTERLINE, 89.6 METERS (294 FT) SOUTH OF
 GH0365'THE CENTER OF THE DRIVE, 13.7 METERS (45 FT) NORTHWEST OF THE
 GH0365'NORTHWEST CORNER OF A CONCRETE BLOCK PUMP HOUSE 3 AND 0.3 METER (1 FT)
 GH0365'WEST OF A POWER POLE.  IT IS 0.3 METERS SOUTH FROM A WITNESS POST AND
 GH0365'ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0363 ***********************************************************************
 GH0363  DESIGNATION -  DOVER RM 1
 GH0363  PID         -  GH0363
 GH0363  STATE/COUNTY-  OK/KINGFISHER
 GH0363  COUNTRY     -  US
 GH0363  USGS QUAD   -  HENNESSEY (2018)
 GH0363
 GH0363                         *CURRENT SURVEY CONTROL
 GH0363  ______________________________________________________________________
 GH0363* NAD 83(1986) POSITION- 36 01 33.46   (N) 097 53 56.49   (W)   HD_HELD1
 GH0363* NAVD 88 ORTHO HEIGHT -   343.159 (meters)     1125.85  (feet) ADJUSTED
 GH0363  ______________________________________________________________________
 GH0363  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 GH0363  DYNAMIC HEIGHT  -        342.849 (meters)     1124.83  (feet) COMP
 GH0363  MODELED GRAVITY -    979,719.9   (mgal)                       NAVD 88
 GH0363
 GH0363  VERT ORDER      -  FIRST     CLASS II
 GH0363
 GH0363.The horizontal coordinates were determined by differentially corrected
 GH0363.hand held GPS observations or other comparable positioning techniques
 GH0363.and have an estimated accuracy of +/- 3 meters.
 GH0363
 GH0363.The orthometric height was determined by differential leveling and
 GH0363.adjusted by the NATIONAL GEODETIC SURVEY
 GH0363.in June 1991.
 GH0363
 GH0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0363.GEOID18 height accuracy estimate available here.
 GH0363
 GH0363.Click photographs - Photos may exist for this station.
 GH0363
 GH0363.The dynamic height is computed by dividing the NAVD 88
 GH0363.geopotential number by the normal gravity value computed on the
 GH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0363.degrees latitude (g = 980.6199 gals.).
 GH0363
 GH0363.The modeled gravity was interpolated from observed gravity values.
 GH0363
 GH0363;                    North         East    Units  Estimated Accuracy
 GH0363;SPC OK N     -   113,837.8     609,100.8     MT  (+/- 3 meters HH1 GPS) 
 GH0363
 GH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9919787388(NAD 83)
 GH0363
 GH0363                          SUPERSEDED SURVEY CONTROL
 GH0363
 GH0363  NGVD 29 (??/??/92)  343.019  (m)         1125.39   (f) SUPERSEDED  1 2
 GH0363  NGVD 29 (04/22/92)  342.993  (m)         1125.30   (f) ADJUSTED    1 2
 GH0363
 GH0363.Superseded values are not recommended for survey control.
 GH0363
 GH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0363.See file dsdata.pdf to determine how the superseded data were derived.
 GH0363
 GH0363_MARKER: DR = REFERENCE MARK DISK
 GH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0363_STAMPING: DOVER NO 1 1951
 GH0363_MARK LOGO: CGS
 GH0363_PROJECTION: FLUSH
 GH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0363+STABILITY: SURFACE MOTION
 GH0363
 GH0363  HISTORY     - Date     Condition        Report By
 GH0363  HISTORY     - 1951     MONUMENTED       CGS
 GH0363  HISTORY     - 1953     GOOD             CGS
 GH0363  HISTORY     - 1985     GOOD             NGS
 GH0363
 GH0363                          STATION DESCRIPTION
 GH0363
 GH0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0363'3.3 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT DOVER,
 GH0363'51.6 FEET SOUTHEAST OF TRIANGULATION STATION DOVER 1951, 0.8 FOOT WEST
 GH0363'OF A FENCE, ON TOP OF A SANDY KNOLL, SET IN THE TOP OF A CONCRETE POST
 GH0363'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0363
 GH0363                          STATION RECOVERY (1985)
 GH0363
 GH0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0363'5.23 KM (3.25 MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0363'DOVER, IN TOP OF A LOW SANDY KNOLL, ON THE OUTSIDE OF A CURVE, 0.42 KM
 GH0363'(0.26 MI) SOUTH OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, 20.1
 GH0363'METERS (66 FT) EAST-SOUTHEAST OF THE HIGHWAY CENTERLINE, 61.0 METERS
 GH0363'(200 FT) NORTH OF THE T JUNCTION IN THE NORTH-SOUTH FENCE, 15.7 METERS
 GH0363'(51.5 FT) SOUTH-SOUTHEAST OF TRIANGULATION STATION DOVER 1951 AND 0.2
 GH0363'METER (0.5 FT) WEST OF THE RIGHT OF WAY FENCE.  IT IS 0.2 METERS SOUTH
 GH0363'FROM A WITNESS POST AND 1.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1269 ***********************************************************************
 FJ1269  DESIGNATION -  DOWELL
 FJ1269  PID         -  FJ1269
 FJ1269  STATE/COUNTY-  OK/CREEK
 FJ1269  COUNTRY     -  US
 FJ1269  USGS QUAD   -  RITTS JUNCTION (2018)
 FJ1269
 FJ1269                         *CURRENT SURVEY CONTROL
 FJ1269  ______________________________________________________________________
 FJ1269* NAD 83(1993) POSITION- 35 41 31.54461(N) 096 34 39.95195(W)   ADJUSTED
 FJ1269* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 FJ1269  ______________________________________________________________________
 FJ1269  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 FJ1269  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 FJ1269  HORZ ORDER      -  FIRST
 FJ1269
 FJ1269.The horizontal coordinates were established by classical geodetic methods
 FJ1269.and adjusted by the National Geodetic Survey in November 1994.
 FJ1269
 FJ1269.The orthometric height was scaled from a topographic map.
 FJ1269
 FJ1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1269.GEOID18 height accuracy estimate available here.
 FJ1269
 FJ1269.Click photographs - Photos may exist for this station.
 FJ1269
 FJ1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1269
 FJ1269. The following values were computed from the NAD 83(1993) position.
 FJ1269
 FJ1269;                    North         East     Units Scale Factor Converg.
 FJ1269;SPC OK N     -    77,732.846   728,723.393   MT  0.99997960   +0 50 21.6
 FJ1269;SPC OK N     -   255,028.51  2,390,820.00   sFT  0.99997960   +0 50 21.6
 FJ1269;UTM  14      - 3,952,502.191   719,176.816   MT  1.00019200   +1 24 49.6
 FJ1269
 FJ1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1269!SPC OK N     -   0.99995701  x   0.99997960  =   0.99993662
 FJ1269!UTM  14      -   0.99995701  x   1.00019200  =   1.00014901
 FJ1269
 FJ1269:                Primary Azimuth Mark                     Grid Az
 FJ1269:SPC OK N     -  DOWELL AZ MK                             103 11 55.1
 FJ1269:UTM  14      -  DOWELL AZ MK                             102 37 27.1
 FJ1269
 FJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1917652502(NAD 83)
 FJ1269
 FJ1269|---------------------------------------------------------------------|
 FJ1269| PID    Reference Object                     Distance      Geod. Az  |
 FJ1269|                                                           dddmmss.s |
 FJ1269| CI0768 DOWELL RM 1                          24.987 METERS 08629     |
 FJ1269| CI0767 DOWELL AZ MK                                       1040216.7 |
 FJ1269| CI0769 DOWELL RM 2                          63.194 METERS 17846     |
 FJ1269| FJ1275 SAC AND FOX WOODEN TANK             APPROX. 7.5 KM 2533108.5 |
 FJ1269| FJ1293 CHANDLER MUNICIPAL STANDPIPE        APPROX.27.4 KM 2732143.5 |
 FJ1269| FJ1276 STROUD MUNICIPAL TANK               APPROX. 9.4 KM 3112355.9 |
 FJ1269| FJ1253 SHAMROCK MUNICIPAL TANK             APPROX.24.2 KM 3595324.8 |
 FJ1269|---------------------------------------------------------------------|
 FJ1269
 FJ1269                          SUPERSEDED SURVEY CONTROL
 FJ1269
 FJ1269  NAD 83(1986)-  35 41 31.55371(N)    096 34 39.92870(W) AD(       ) 1
 FJ1269  NAD 27      -  35 41 31.30700(N)    096 34 38.87800(W) AD(       ) 1
 FJ1269
 FJ1269.Superseded values are not recommended for survey control.
 FJ1269
 FJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1269.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1269
 FJ1269_MARKER: DS = TRIANGULATION STATION DISK
 FJ1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1269_STAMPING: DOWELL 1935
 FJ1269_MARK LOGO: CGS
 FJ1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1269+STABILITY: SURFACE MOTION
 FJ1269
 FJ1269  HISTORY     - Date     Condition        Report By
 FJ1269  HISTORY     - 1935     MONUMENTED       CGS
 FJ1269  HISTORY     - 1972     GOOD             OKDH
 FJ1269
 FJ1269                          STATION DESCRIPTION
 FJ1269
 FJ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1269'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST
 FJ1269'QUARTER OF SECTION 6, T. 14 N., R. 4 E., ON MC DOWELL PROPERTY.
 FJ1269'IT IS 4.5 MILES SOUTH AND 4.5 MILES EAST OF STROUD, 4.5 MILES
 FJ1269'SOUTH AND 0.7 MILE WEST OF MILFAY ON A HIGH, CULTIVATED KNOLL IN
 FJ1269'SOUTHEAST CORNER OF FIELD.
 FJ1269'
 FJ1269'TO REACH FROM CITY HALL IN STROUD, GO EAST FOR 2 BLOCKS,
 FJ1269'THENCE RIGHT (SOUTH) FOR 1.7 MILES, THENCE LEFT, EAST, FOR 0.5
 FJ1269'MILE, THENCE RIGHT (SOUTH) FOR 1.0 MILE TO CROSS ROAD, THENCE
 FJ1269'LEFT, EAST, FOR 1.4 MILES TO CROSS ROAD, THENCE LEFT (NORTH)
 FJ1269'FOR 0.1 MILE TO T-ROAD, THENCE RIGHT (EAST) FOR 2.0 MILES,
 FJ1269'THENCE RIGHT (SOUTH) FOR 1.4 MILES TO LOG CABIN AND GATE ON
 FJ1269'LEFT.  FOLLOW FARM LANE LEFT (EAST) FOR 0.3 MILE TO TOP
 FJ1269'OF RIDGE, EDGE OF TIMBER AND STATION.
 FJ1269'
 FJ1269'REFERENCE MARK NO. 2 IS 207.33 FEET (63.19 METERS) SOUTH OF
 FJ1269'STATION IN EAST-WEST FENCE LINE.
 FJ1269'
 FJ1269'REFERENCE MARK NO. 1 IS 81.98 FEET (24.987 METERS) EAST OF
 FJ1269'STATION, IN NORTH-SOUTH FENCE LINE.
 FJ1269'
 FJ1269'AZIMUTH MARK IS 1.0 MILE EAST OF STATION IN EAST-WEST FENCE LINE,
 FJ1269'BETWEEN HOUSE AND GARAGE, 28 FEET WEST-SOUTHWEST OF SOUTHWEST
 FJ1269'CORNER OF HOUSE.  FROM STATION, GO WEST 0.3 MILE TO ROAD,
 FJ1269'THENCE RIGHT 1.4 MILES, THENCE RIGHT (EAST) 1.0 MILE, THENCE
 FJ1269'RIGHT (SOUTH) 1.5 MILES, THENCE RIGHT (WEST) 0.2 MILE TO HOUSE
 FJ1269'AND MARK.
 FJ1269'
 FJ1269'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1269'AS DESCRIBED.
 FJ1269'
 FJ1269'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1269
 FJ1269                          STATION RECOVERY (1972)
 FJ1269
 FJ1269'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1972 (DW)
 FJ1269'DOWELL 1935 RECOVERED IN GOOD CONDITION.
 FJ1269'
 FJ1269'R.M. NO. 1 1935 RECOVERED IN GOOD CONDITION.
 FJ1269'
 FJ1269'R.M. NO. 2 1935 RECOVERED IN GOOD CONDITION.
 FJ1269'
 FJ1269'DOWELL (AZIMUTH MARK) 1935 RECOVERED IN GOOD CONDITION.
 FJ1269'
 FJ1269'DESCRIPTION IS ADEQUATE TO REACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0866 ***********************************************************************
 EL0866  DESIGNATION -  DOWELL INC MOBILE TEL RAD MAST
 EL0866  PID         -  EL0866
 EL0866  STATE/COUNTY-  OK/GARVIN
 EL0866  COUNTRY     -  US
 EL0866  USGS QUAD   -  PURDY (2018)
 EL0866
 EL0866                         *CURRENT SURVEY CONTROL
 EL0866  ______________________________________________________________________
 EL0866* NAD 83(1993) POSITION- 34 40 26.53734(N) 097 30 00.39138(W)   ADJUSTED
 EL0866  ______________________________________________________________________
 EL0866  GEOID HEIGHT    -        -25.538 (meters)                     GEOID18
 EL0866  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 EL0866  HORZ ORDER      -  THIRD
 EL0866
 EL0866.The horizontal coordinates were established by classical geodetic methods
 EL0866.and adjusted by the National Geodetic Survey in November 1994.
 EL0866
 EL0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0866.GEOID18 height accuracy estimate available here.
 EL0866
 EL0866.Click photographs - Photos may exist for this station.
 EL0866
 EL0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0866
 EL0866. The following values were computed from the NAD 83(1993) position.
 EL0866
 EL0866;                    North         East     Units Scale Factor Converg.
 EL0866;SPC OK S     -   148,829.136   645,811.321   MT  0.99993717   +0 17 01.5
 EL0866;SPC OK S     -   488,283.59  2,118,799.31   sFT  0.99993717   +0 17 01.5
 EL0866;UTM  14      - 3,837,919.486   637,413.686   MT  0.99983274   +0 51 12.4
 EL0866
 EL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3741337919(NAD 83)
 EL0866
 EL0866                          SUPERSEDED SURVEY CONTROL
 EL0866
 EL0866  NAD 83(1986)-  34 40 26.54242(N)    097 30 00.37819(W) AD(       ) 3
 EL0866  NAD 27      -  34 40 26.25700(N)    097 29 59.28100(W) AD(       ) 3
 EL0866
 EL0866.Superseded values are not recommended for survey control.
 EL0866
 EL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0866.See file dsdata.pdf to determine how the superseded data were derived.
 EL0866
 EL0866_MARKER: 42 = RADIO/TV MAST
 EL0866
 EL0866  HISTORY     - Date     Condition        Report By
 EL0866  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0866
 EL0866                          STATION DESCRIPTION
 EL0866
 EL0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0866'THE STATION IS A SINGLE COLUMN STEEL MAST MOUNTED ON A CONCRETE
 EL0866'PEDESTAL.  IT IS PAINTED ALTERNATELY RED AND WHITE AND HAS AN
 EL0866'OVER-ALL HEIGHT OF 150 FEET.  THE RED LIGHT AT THE TOP AND CENTER
 EL0866'WAS THE POINT OBSERVED UPON.
 EL0866'
 EL0866'TO REACH THE STATION FROM THE POST OFFICE IN ELMORE CITY GO NORTH
 EL0866'ON THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 29, TURN LEFT AND
 EL0866'GO WEST ON STATE HIGHWAY 29 FOR 5.25 MILES TO A CROSSROAD.  TURN
 EL0866'RIGHT AND FOLLOW THE MAIN-TRAVELED ROAD NORTHERLY FOR 3.9 MILES TO
 EL0866'A DRIVEWAY ON THE LEFT AND A REVERSE Y ON THE RIGHT.  TURN SHARP
 EL0866'RIGHT AND GO SOUTHEASTERLY FOR 0.1 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1085 ***********************************************************************
 GK1085  DESIGNATION -  DOWER
 GK1085  PID         -  GK1085
 GK1085  STATE/COUNTY-  OK/BEAVER
 GK1085  COUNTRY     -  US
 GK1085  USGS QUAD   -  BRYANS CORNER (2018)
 GK1085
 GK1085                         *CURRENT SURVEY CONTROL
 GK1085  ______________________________________________________________________
 GK1085* NAD 83(1993) POSITION- 36 30 01.71088(N) 100 48 13.62949(W)   ADJUSTED
 GK1085* NAVD 88 ORTHO HEIGHT -   891.9   (meters)     2926.    (feet) VERTCON3
 GK1085  ______________________________________________________________________
 GK1085  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 GK1085  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 GK1085  HORZ ORDER      -  FIRST
 GK1085
 GK1085.The horizontal coordinates were established by classical geodetic methods
 GK1085.and adjusted by the National Geodetic Survey in November 1994.
 GK1085
 GK1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1085
 GK1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1085.GEOID18 height accuracy estimate available here.
 GK1085
 GK1085.Click photographs - Photos may exist for this station.
 GK1085
 GK1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1085
 GK1085. The following values were computed from the NAD 83(1993) position.
 GK1085
 GK1085;                    North         East     Units Scale Factor Converg.
 GK1085;SPC OK N     -   170,111.048   348,851.660   MT  0.99996225   -1 39 16.7
 GK1085;SPC OK N     -   558,106.00  1,144,524.15   sFT  0.99996225   -1 39 16.7
 GK1085;SPC TX N     - 1,277,633.756   262,379.261   MT  1.00008941   +0 24 12.5
 GK1085;SPC TX N     - 4,191,703.41    860,822.63   sFT  1.00008941   +0 24 12.5
 GK1085;UTM  14      - 4,040,973.671   338,454.585   MT  0.99992153   -1 04 23.4
 GK1085
 GK1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1085!SPC OK N     -   0.99986434  x   0.99996225  =   0.99982660
 GK1085!SPC TX N     -   0.99986434  x   1.00008941  =   0.99995374
 GK1085!UTM  14      -   0.99986434  x   0.99992153  =   0.99978588
 GK1085
 GK1085:                Primary Azimuth Mark                     Grid Az
 GK1085:SPC OK N     -  PERRYTON NORTH MUNICIPAL TANK            182 11 39.2
 GK1085:SPC TX N     -  PERRYTON NORTH MUNICIPAL TANK            180 08 10.0
 GK1085:UTM  14      -  PERRYTON NORTH MUNICIPAL TANK            181 36 45.9
 GK1085
 GK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3845440973(NAD 83)
 GK1085
 GK1085|---------------------------------------------------------------------|
 GK1085| PID    Reference Object                     Distance      Geod. Az  |
 GK1085|                                                           dddmmss.s |
 GK1085| CK8566 DOWER RM 1                           39.350 METERS 14814     |
 GK1085| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.11.1 KM 1803222.5 |
 GK1085| CK8567 DOWER RM 2                                         26522     |
 GK1085|---------------------------------------------------------------------|
 GK1085
 GK1085                          SUPERSEDED SURVEY CONTROL
 GK1085
 GK1085  NAD 83(1986)-  36 30 01.71606(N)    100 48 13.61818(W) AD(       ) 1
 GK1085  NAD 27      -  36 30 01.61100(N)    100 48 12.07400(W) AD(       ) 1
 GK1085  NGVD 29 (07/19/86)  891.5    (m)         2925.     (f) VERT ANG       
 GK1085
 GK1085.Superseded values are not recommended for survey control.
 GK1085
 GK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1085.See file dsdata.pdf to determine how the superseded data were derived.
 GK1085
 GK1085_MARKER: DS = TRIANGULATION STATION DISK
 GK1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1085_STAMPING: DOWER 1931
 GK1085_MARK LOGO: CGS
 GK1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1085+STABILITY: SURFACE MOTION
 GK1085
 GK1085  HISTORY     - Date     Condition        Report By
 GK1085  HISTORY     - 1931     MONUMENTED       CGS
 GK1085  HISTORY     - 1956     GOOD             CGS
 GK1085
 GK1085                          STATION DESCRIPTION
 GK1085
 GK1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK1085'STATION IS ABOUT 7 MILES N OF PERRYTON, TEXAS, JUST N OF THE
 GK1085'TEXAS-OKLAHOMA STATE LINE IN SOUTHERN PART OF SEC. 33, T 1 N,
 GK1085'R 21 E, JUST E OF FENCE MARKING W BOUNDARY OF SMALL PLOT OF
 GK1085'LAND BELONGING TO FRED DOWER OF PERRYTON, 155.6 FEET W OF
 GK1085'SW CORNER OF SINCLAIR FILLING STATION AT ROAD INTERSECTION,
 GK1085'77 FEET N OF CENTER LINE OF ROAD (U.S. HIGHWAY 83), AND 54 FEET
 GK1085'NE OF FENCE CORNER.
 GK1085'
 GK1085'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK1085'DISKS SET IN CONCRETE POSTS.
 GK1085'
 GK1085'REFERENCE MARK NO. 1 IS S OF ROAD, 1 FOOT N OF FENCE, AND
 GK1085'129.1 FEET FROM STATION S 31 DEG 46 MIN E.
 GK1085'
 GK1085'REFERENCE MARK NO. 2 IS S OF ROAD, 1 FOOT N OF FENCE ON S OF
 GK1085'ROAD, AND 0.25 MILE (SPEEDOMETER) FROM STATION S 85 DEG 22 MIN W.
 GK1085'
 GK1085'AZIMUTH FROM STATION OF PERRYTON, MUNICIPAL WATER TANK (SILVER),
 GK1085'FINIAL, IS S 00 DEG 32 MIN W.
 GK1085'
 GK1085'STATION IS REACHED FROM PERRYTON BY GOING N ON MAIN STREET
 GK1085'AND U.S. HIGHWAY 83, 6.8 MILES FROM RAILROAD CROSSING.
 GK1085
 GK1085                          STATION RECOVERY (1956)
 GK1085
 GK1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EK)
 GK1085'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK1085'
 GK1085'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0990 ***********************************************************************
 EL0990  DESIGNATION -  DOYLE
 EL0990  PID         -  EL0990
 EL0990  STATE/COUNTY-  OK/STEPHENS
 EL0990  COUNTRY     -  US
 EL0990  USGS QUAD   -  PURDY (2018)
 EL0990
 EL0990                         *CURRENT SURVEY CONTROL
 EL0990  ______________________________________________________________________
 EL0990* NAD 83(1993) POSITION- 34 38 16.59610(N) 097 37 26.36425(W)   ADJUSTED
 EL0990* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 EL0990  ______________________________________________________________________
 EL0990  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 EL0990  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 EL0990  HORZ ORDER      -  THIRD
 EL0990
 EL0990.The horizontal coordinates were established by classical geodetic methods
 EL0990.and adjusted by the National Geodetic Survey in November 1994.
 EL0990
 EL0990.The orthometric height was scaled from a topographic map.
 EL0990
 EL0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0990.GEOID18 height accuracy estimate available here.
 EL0990
 EL0990.Click photographs - Photos may exist for this station.
 EL0990
 EL0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0990
 EL0990. The following values were computed from the NAD 83(1993) position.
 EL0990
 EL0990;                    North         East     Units Scale Factor Converg.
 EL0990;SPC OK S     -   144,776.012   634,473.492   MT  0.99993638   +0 12 48.3
 EL0990;SPC OK S     -   474,985.97  2,081,601.78   sFT  0.99993638   +0 12 48.3
 EL0990;UTM  14      - 3,833,754.435   626,118.068   MT  0.99979605   +0 46 56.0
 EL0990
 EL0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0990!SPC OK S     -   0.99994547  x   0.99993638  =   0.99988185
 EL0990!UTM  14      -   0.99994547  x   0.99979605  =   0.99974153
 EL0990
 EL0990:                Primary Azimuth Mark                     Grid Az
 EL0990:SPC OK S     -  DOYLE AZ MK                              095 10 01.2
 EL0990:UTM  14      -  DOYLE AZ MK                              094 35 53.5
 EL0990
 EL0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2611833754(NAD 83)
 EL0990
 EL0990|---------------------------------------------------------------------|
 EL0990| PID    Reference Object                     Distance      Geod. Az  |
 EL0990|                                                           dddmmss.s |
 EL0990| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.12.0 KM 0703231.5 |
 EL0990| CX9486 DOYLE AZ MK                                        0952249.5 |
 EL0990| CX9488 DOYLE RM 2                            7.561 METERS 27057     |
 EL0990| CX9487 DOYLE RM 1                            9.202 METERS 35908     |
 EL0990|---------------------------------------------------------------------|
 EL0990
 EL0990                          SUPERSEDED SURVEY CONTROL
 EL0990
 EL0990  NAD 83(1986)-  34 38 16.60096(N)    097 37 26.35143(W) AD(       ) 3
 EL0990  NAD 27      -  34 38 16.31420(N)    097 37 25.24050(W) AD(       ) 3
 EL0990
 EL0990.Superseded values are not recommended for survey control.
 EL0990
 EL0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0990.See file dsdata.pdf to determine how the superseded data were derived.
 EL0990
 EL0990_MARKER: DS = TRIANGULATION STATION DISK
 EL0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0990_STAMPING: DOYLE 1955
 EL0990_MARK LOGO: CGS
 EL0990_PROJECTION: FLUSH
 EL0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0990+STABILITY: SURFACE MOTION
 EL0990
 EL0990  HISTORY     - Date     Condition        Report By
 EL0990  HISTORY     - 1955     MONUMENTED       CGS
 EL0990  HISTORY     - 1963     GOOD             CGS
 EL0990  HISTORY     - 1981     GOOD             LOCENG
 EL0990
 EL0990                          STATION DESCRIPTION
 EL0990
 EL0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0990'THE STATION IS LOCATED ABOUT 19 MILES EAST OF MARLOW AND 13
 EL0990'MILES EAST OF ELMORE CITY, AND ABOUT 0.3 MILE NORTHWEST OF THE
 EL0990'DOYLE SCHOOL, 55 FT NORTH OF STATE ROUTE NO. 29, AND 74
 EL0990'FT EAST OF POWERLINE BRACE POLE, AND 4 FT NORTHWEST OF A 4 BY 4
 EL0990'WITNESS POST.  IT IS STAMPED DOYLE 1955 AND IT IS SET FLUSH.
 EL0990'
 EL0990'REFERENCE MARK NO. 1 IS 75 FT EAST NORTHEAST OF A POWERLINE
 EL0990'BRACE POLE, AND ABOUT 86 FT NORTH OF STATE ROUTE NO. 29.
 EL0990'IT IS STAMPED DOYLE NO 1 1955 AND IT IS SET FLUSH.
 EL0990'
 EL0990'REFERENCE MARK NO. 2 IS 55 FT NORTH OF STATE ROUTE NO. 29,
 EL0990'AND 49 FT EAST OF A POWERLINE BRACE POLE, AND 29 FT. NORTH
 EL0990'OF THE EDGE OF THE EMBANKMENT.  IT IS STAMPED DOYLE NO 2 1955
 EL0990'AND IT IS SET FLUSH.
 EL0990'
 EL0990'AZIMUTH MARK IS 62 FT. SOUTH OF STATE ROUTE NO. 29, AND 22-1/2
 EL0990'FT EAST OF POWERLINE TRANSFORMER POLE, 3 FT NORTHWEST OF A
 EL0990'4 BY 4 WITNESS POST, AND 2 FT. NORTH OF A FENCE CORNER.  IT
 EL0990'IS STAMPED DOYLE 1955 AND IT IS SET FLUSH.
 EL0990'
 EL0990'TO REACH FROM THE MAIN INTERSECTION 0.15 MILE NORTH OF THE
 EL0990'POST OFFICE IN ELMORE CITY, GO WEST ON STATE ROUTE NO. 29
 EL0990'FOR 12.75 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 EL0990'WEST FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 EL0990
 EL0990                          STATION RECOVERY (1963)
 EL0990
 EL0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0990'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EL0990'GOOD CONDITION.  STATION IS IN THE SE 1/4 OF SEC. 16, T. 2
 EL0990'N., R. 4 W., ON TOP OF EMBANKMENT AT A DEEP CUT IN THE HIGHWAY,
 EL0990'ABOUT DUE NORTH FROM THE CENTER OF A FARMHOUSE SOUTH OF THE
 EL0990'ROAD, 2 FEET NORTH FROM EAST-WEST FENCE LINE AND 7 FEET NORTH
 EL0990'FROM EDGE OF EMBANKMENT.  THE MARK IS FLUSH WITH GROUND
 EL0990'SURFACE.
 EL0990'
 EL0990'R.M. NO. 2 IS 2 FEET NORTH OF THE FENCE LINE AND ABOUT 2
 EL0990'INCHES BELOW GROUND SURFACE.
 EL0990'
 EL0990'AZIMUTH MARK IS ABOUT 18 INCHES NORTH OF A CORNER FENCE POST
 EL0990'AND ABOUT 60 FEET EAST-NORTHEAST OF A STORE AND SERVICE STATION,
 EL0990'62 FEET SOUTH FROM THE CENTER OF STATE HIGHWAY 29 AND IS LEVEL
 EL0990'WITH GROUND SURFACE.
 EL0990'
 EL0990'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EL0990'
 EL0990'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 76 (THIS
 EL0990'JUNCTION IS 12.5 MILES EAST OF BRAY), GO WEST ON HIGHWAY
 EL0990'29 FOR 1.25 MILES TO STORE AND SERVICE STATION ON THE LEFT,
 EL0990'CONTINUE WEST FOR 0.25 MILE TO TOP OF GRADE, DRIVEWAY TO HOUSE
 EL0990'ON THE LEFT AND STATION ON THE RIGHT.
 EL0990
 EL0990                          STATION RECOVERY (1981)
 EL0990
 EL0990'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 EL0990'FOUND STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 IN GOOD
 EL0990'CONDITION AS DESCRIBED.
 EL0990'
 EL0990'UNABLE TO RECOVER REFERENCE MARK NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1272 ***********************************************************************
 DN1272  DESIGNATION -  DR 168
 DN1272  PID         -  DN1272
 DN1272  STATE/COUNTY-  OK/LOVE
 DN1272  COUNTRY     -  US
 DN1272  USGS QUAD   -  MARIETTA EAST (2018)
 DN1272
 DN1272                         *CURRENT SURVEY CONTROL
 DN1272  ______________________________________________________________________
 DN1272* NAD 83(1993) POSITION- 33 59 56.80583(N) 097 05 28.83785(W)   ADJUSTED
 DN1272* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 DN1272  ______________________________________________________________________
 DN1272  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 DN1272  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DN1272  HORZ ORDER      -  SECOND
 DN1272
 DN1272.The horizontal coordinates were established by classical geodetic methods
 DN1272.and adjusted by the National Geodetic Survey in November 1994.
 DN1272
 DN1272.The orthometric height was scaled from a topographic map.
 DN1272
 DN1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1272.GEOID18 height accuracy estimate available here.
 DN1272
 DN1272.Click photographs - Photos may exist for this station.
 DN1272
 DN1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1272
 DN1272. The following values were computed from the NAD 83(1993) position.
 DN1272
 DN1272;                    North         East     Units Scale Factor Converg.
 DN1272;SPC OK S     -    74,228.749   683,944.712   MT  0.99998772   +0 30 56.8
 DN1272;SPC OK S     -   243,532.15  2,243,908.61   sFT  0.99998772   +0 30 56.8
 DN1272;SPC TXNC     - 2,259,531.057   730,137.049   MT  1.00000921   +0 46 05.8
 DN1272;SPC TXNC     - 7,413,144.81  2,395,457.97   sFT  1.00000921   +0 46 05.8
 DN1272;UTM  14      - 3,763,699.747   676,274.405   MT  0.99998305   +1 04 03.2
 DN1272
 DN1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1272!SPC OK S     -   0.99996753  x   0.99998772  =   0.99995525
 DN1272!SPC TXNC     -   0.99996753  x   1.00000921  =   0.99997674
 DN1272!UTM  14      -   0.99996753  x   0.99998305  =   0.99995058
 DN1272
 DN1272:                Primary Azimuth Mark                     Grid Az
 DN1272:SPC OK S     -  DR 169                                   359 09 23.9
 DN1272:SPC TXNC     -  DR 169                                   358 54 14.9
 DN1272:UTM  14      -  DR 169                                   358 36 17.5
 DN1272
 DN1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7627463699(NAD 83)
 DN1272
 DN1272|---------------------------------------------------------------------|
 DN1272| PID    Reference Object                     Distance      Geod. Az  |
 DN1272|                                                           dddmmss.s |
 DN1272| CX9491 DR 168 RM 1                          30.586 METERS 12011     |
 DN1272| CX9492 DR 168 RM 2                          24.731 METERS 35619     |
 DN1272| EL0907 DR 169                              APPROX. 1.6 KM 3594020.7 |
 DN1272|---------------------------------------------------------------------|
 DN1272
 DN1272                          SUPERSEDED SURVEY CONTROL
 DN1272
 DN1272  NAD 83(1986)-  33 59 56.81133(N)    097 05 28.82912(W) AD(       ) 2
 DN1272  NAD 27      -  33 59 56.45340(N)    097 05 27.78320(W) AD(       ) 2
 DN1272
 DN1272.Superseded values are not recommended for survey control.
 DN1272
 DN1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1272.See file dsdata.pdf to determine how the superseded data were derived.
 DN1272
 DN1272_MARKER: P = PIPE CAP
 DN1272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN1272_STAMPING: DR-168
 DN1272_MARK LOGO: USACE
 DN1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1272
 DN1272  HISTORY     - Date     Condition        Report By
 DN1272  HISTORY     - UNK      MONUMENTED       USACE
 DN1272  HISTORY     - 1955     GOOD             CGS
 DN1272
 DN1272                          STATION DESCRIPTION
 DN1272
 DN1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1272'THE STATION IS LOCATED ABOUT 12 MILES SOUTH SOUTHEAST OF
 DN1272'ARDMORE, ABOUT 6 MILES NORTHEAST OF MARIETTA, 3.5 MILES SOUTH
 DN1272'OF THE TUCKER TOWER, 105 FEET SOUTH OF A TREE WITH A TRIANGLE
 DN1272'BLAZE, 83 FEET EAST OF THE CENTER OF OKLAHOMA STATE HIGHWAY 77
 DN1272'SCENIC AND 1 FOOT EAST OF A WITNESS POST.  IT IS A STANDARD
 DN1272'U.S.  ENGINEERS DEPT CAP RIVETED TO THE TOP OF A 4-INCH
 DN1272'IRON PIPE.  THE PIPE PROJECTS 12 INCHES AND THE CAP IS
 DN1272'STAMPED DR-168.
 DN1272'
 DN1272'REFERENCE MARK NO. 1 IS 165 FEET EAST OF THE CENTER OF OKLAHOMA
 DN1272'STATE HIGHWAY 77 SCENIC AND 5 FEET NORTHWEST OF A TREE WITH A
 DN1272'TRIANGLE BLAZE.  IT PROJECTS 5 INCHES AND IS STAMPED USED DR
 DN1272'168 NO 1 1955.
 DN1272'
 DN1272'REFERENCE MARK NO. 2 IS 62 FEET EAST OF THE CENTER OF OKLAHOMA
 DN1272'STATE HIGHWAY 77 SCENIC AND 24 FEET SOUTH OF A TREE WITH A
 DN1272'TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS STAMPED USED DR
 DN1272'168 NO 2 1955.
 DN1272'
 DN1272'STATION DR-169 (USE) WILL SERVE AS THE AZIMUTH MARK.
 DN1272'
 DN1272'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE GO
 DN1272'SOUTH ON WASHINGTON STREET AND LAKE MURRAY DRIVE FOR 1.8 MILES
 DN1272'TO OKLAHOMA STATE HIGHWAY 77 SCENIC AT THE ENTRANCE TO LAKE
 DN1272'MURRAY STATE PARK.  CONTINUE SOUTH ON OKLAHOMA STATE HIGHWAY 77
 DN1272'SCENIC FOR 6.5 MILES TO THE JUNCTION WITH OKLAHOMA STATE
 DN1272'HIGHWAY 77A, CONTINUE SOUTH ON 77 SCENIC FOR 5.4 MILES TO
 DN1272'A STEEL BRIDGE OVER HICORY CREEK, CONTINUE SOUTH ON OKLAHOMA
 DN1272'STATE HIGHWAY 77 SCENIC FOR 1.0 MILE TO THE STATION AND
 DN1272'REFERENCE MARKS ON LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0907 ***********************************************************************
 EL0907  DESIGNATION -  DR 169
 EL0907  PID         -  EL0907
 EL0907  STATE/COUNTY-  OK/LOVE
 EL0907  COUNTRY     -  US
 EL0907  USGS QUAD   -  LAKE MURRAY (2018)
 EL0907
 EL0907                         *CURRENT SURVEY CONTROL
 EL0907  ______________________________________________________________________
 EL0907* NAD 83(1993) POSITION- 34 00 49.62525(N) 097 05 29.20051(W)   ADJUSTED
 EL0907* NAVD 88 ORTHO HEIGHT -   240.    (meters)      787.    (feet) SCALED
 EL0907  ______________________________________________________________________
 EL0907  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EL0907  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 EL0907  HORZ ORDER      -  SECOND
 EL0907
 EL0907.The horizontal coordinates were established by classical geodetic methods
 EL0907.and adjusted by the National Geodetic Survey in November 1994.
 EL0907
 EL0907.The orthometric height was scaled from a topographic map.
 EL0907
 EL0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0907.GEOID18 height accuracy estimate available here.
 EL0907
 EL0907.Click photographs - Photos may exist for this station.
 EL0907
 EL0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0907
 EL0907. The following values were computed from the NAD 83(1993) position.
 EL0907
 EL0907;                    North         East     Units Scale Factor Converg.
 EL0907;SPC OK S     -    75,856.039   683,920.758   MT  0.99998516   +0 30 56.6
 EL0907;SPC OK S     -   248,871.02  2,243,830.02   sFT  0.99998516   +0 30 56.6
 EL0907;SPC TXNC     - 2,261,158.266   730,105.923   MT  1.00001348   +0 46 05.6
 EL0907;SPC TXNC     - 7,418,483.41  2,395,355.85   sFT  1.00001348   +0 46 05.6
 EL0907;UTM  14      - 3,765,326.725   676,234.775   MT  0.99998288   +1 04 04.5
 EL0907
 EL0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0907!SPC OK S     -   0.99996643  x   0.99998516  =   0.99995159
 EL0907!SPC TXNC     -   0.99996643  x   1.00001348  =   0.99997991
 EL0907!UTM  14      -   0.99996643  x   0.99998288  =   0.99994931
 EL0907
 EL0907:                Primary Azimuth Mark                     Grid Az
 EL0907:SPC OK S     -  DR 168                                   179 09 23.9
 EL0907:SPC TXNC     -  DR 168                                   178 54 14.9
 EL0907:UTM  14      -  DR 168                                   178 36 16.0
 EL0907
 EL0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7623465326(NAD 83)
 EL0907
 EL0907|---------------------------------------------------------------------|
 EL0907| PID    Reference Object                     Distance      Geod. Az  |
 EL0907|                                                           dddmmss.s |
 EL0907| DN1272 DR 168                              APPROX. 1.6 KM 1794020.5 |
 EL0907| CX9493 DR 169 RM 1                          21.627 METERS 28134     |
 EL0907| CX9494 DR 169 RM 2                          16.889 METERS 32658     |
 EL0907|---------------------------------------------------------------------|
 EL0907
 EL0907                          SUPERSEDED SURVEY CONTROL
 EL0907
 EL0907  NAD 83(1986)-  34 00 49.63074(N)    097 05 29.19186(W) AD(       ) 2
 EL0907  NAD 27      -  34 00 49.27420(N)    097 05 28.14590(W) AD(       ) 2
 EL0907
 EL0907.Superseded values are not recommended for survey control.
 EL0907
 EL0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0907.See file dsdata.pdf to determine how the superseded data were derived.
 EL0907
 EL0907_MARKER: DD = SURVEY DISK
 EL0907_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0907_STAMPING: DR 169
 EL0907_MARK LOGO: USACE
 EL0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0907
 EL0907  HISTORY     - Date     Condition        Report By
 EL0907  HISTORY     - 1955     MONUMENTED       USACE
 EL0907
 EL0907                          STATION DESCRIPTION
 EL0907
 EL0907'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1955
 EL0907'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MARIETTA AND ABOUT 3
 EL0907'MILES SOUTH OF TURNER TOWER ON PROPERTY OF LAKE MURRAY STATE PARK.  IT
 EL0907'IS 3 FEET EAST OF A FENCE AND 1.5 FEET SOUTH OF A WITNESS POST.  IT IS
 EL0907'A STANDARD VICKSBURG U.S. ENGINEER DEPT. MARKER WITH A BRONZE CAP
 EL0907'RIVETED TO A 4 INCH IRON PIPE.  IT IS STAMPED DR 169 AND PROJECTS 6
 EL0907'INCHES.
 EL0907'
 EL0907'REFERENCE MARK NO. 1 IS 67 FEET WEST OF A FENCE.  IT IS STAMPED USED
 EL0907'DR 169 NO 1 1955 AND PROJECTS 8 INCHES.
 EL0907'
 EL0907'REFERENCE MARK NO. 2 IS 27 FEET WEST OF A FENCE.  IT IS STAMPED USED
 EL0907'DR 169 NO 2 AND THE ROCK IS FLUSH WITH THE SURFACE OF THE GROUND.
 EL0907'
 EL0907'STATION DR 168 (USE) SERVES AS THE AZIMUTH AND IS ABOUT 1.2 MILES
 EL0907'SOUTH.
 EL0907'
 EL0907'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA, GO EAST ON
 EL0907'STATE HIGHWAYS 32 AND 199 FOR 1.55 MILES TO THE JUNCTION OF STATE
 EL0907'HIGHWAYS 32, 199 AND SCENIC 77.  TURN LEFT ON SCENIC 77 AND GO
 EL0907'NORTHERLY FOR 4.6 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE ON
 EL0907'TRACK ROAD FOR 0.35 MILE TO A SHED AND GATE ON THE LEFT.  TURN LEFT,
 EL0907'PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTH AND WEST FOR 0.05 MILE.
 EL0907'LEAVE TRACK ROAD AND GO NORTH THROUGH TIMBER FOR 0.1 MILE TO TOP OF
 EL0907'HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1207 ***********************************************************************
 DN1207  DESIGNATION -  DR 93
 DN1207  PID         -  DN1207
 DN1207  STATE/COUNTY-  OK/MARSHALL
 DN1207  COUNTRY     -  US
 DN1207  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN1207
 DN1207                         *CURRENT SURVEY CONTROL
 DN1207  ______________________________________________________________________
 DN1207* NAD 83(1993) POSITION- 33 59 56.26693(N) 096 40 24.03281(W)   ADJUSTED
 DN1207* NAVD 88 ORTHO HEIGHT -   262.1   (meters)      860.    (feet) VERTCON3
 DN1207  ______________________________________________________________________
 DN1207  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 DN1207  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 DN1207  HORZ ORDER      -  FIRST
 DN1207
 DN1207.The horizontal coordinates were established by classical geodetic methods
 DN1207.and adjusted by the National Geodetic Survey in November 1994.
 DN1207
 DN1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1207
 DN1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1207.GEOID18 height accuracy estimate available here.
 DN1207
 DN1207.Click photographs - Photos may exist for this station.
 DN1207
 DN1207.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1207
 DN1207. The following values were computed from the NAD 83(1993) position.
 DN1207
 DN1207;                    North         East     Units Scale Factor Converg.
 DN1207;SPC OK S     -    74,639.718   722,559.433   MT  0.99998775   +0 45 10.9
 DN1207;SPC OK S     -   244,880.47  2,370,597.07   sFT  0.99998775   +0 45 10.9
 DN1207;SPC TXNC     - 2,260,109.080   768,750.462   MT  1.00000917   +0 59 46.5
 DN1207;SPC TXNC     - 7,415,041.21  2,522,142.14   sFT  1.00000917   +0 59 46.5
 DN1207;UTM  14      - 3,764,481.521   714,886.696   MT  1.00016926   +1 18 05.5
 DN1207
 DN1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1207!SPC OK S     -   0.99996299  x   0.99998775  =   0.99995074
 DN1207!SPC TXNC     -   0.99996299  x   1.00000917  =   0.99997216
 DN1207!UTM  14      -   0.99996299  x   1.00016926  =   1.00013224
 DN1207
 DN1207:                Primary Azimuth Mark                     Grid Az
 DN1207:SPC OK S     -  DR 93 AZ MK                              266 37 56.8
 DN1207:SPC TXNC     -  DR 93 AZ MK                              266 23 21.2
 DN1207:UTM  14      -  DR 93 AZ MK                              266 05 02.2
 DN1207
 DN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1488664481(NAD 83)
 DN1207
 DN1207|---------------------------------------------------------------------|
 DN1207| PID    Reference Object                     Distance      Geod. Az  |
 DN1207|                                                           dddmmss.s |
 DN1207| CX9496 DR 93 RM 1                            9.964 METERS 18800     |
 DN1207| CX9495 DR 93 AZ MK                                        2672307.7 |
 DN1207| EL0771 KINGSTON MUNICIPAL TANK             APPROX. 4.3 KM 2744418.2 |
 DN1207| CX9497 DR 93 RM 2                            5.309 METERS 27720     |
 DN1207|---------------------------------------------------------------------|
 DN1207
 DN1207                          SUPERSEDED SURVEY CONTROL
 DN1207
 DN1207  NAD 83(1986)-  33 59 56.27254(N)    096 40 24.02475(W) AD(       ) 1
 DN1207  NAD 27      -  33 59 55.91560(N)    096 40 23.03480(W) AD(       ) 1
 DN1207  NGVD 29 (07/19/86)  262.1    (m)          860.     (f) VERT ANG       
 DN1207
 DN1207.Superseded values are not recommended for survey control.
 DN1207
 DN1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1207.See file dsdata.pdf to determine how the superseded data were derived.
 DN1207
 DN1207_MARKER: P = PIPE CAP
 DN1207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN1207_STAMPING: DR 93 859.791
 DN1207_MARK LOGO: USACE
 DN1207_MAGNETIC: P = MARKER IS A STEEL PIPE
 DN1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1207+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2011
 DN1207
 DN1207  HISTORY     - Date     Condition        Report By
 DN1207  HISTORY     - UNK      MONUMENTED       USACE
 DN1207  HISTORY     - 1955     GOOD             CGS
 DN1207  HISTORY     - 1957     GOOD             CGS
 DN1207  HISTORY     - 20110528 GOOD             GEOCAC
 DN1207
 DN1207                          STATION DESCRIPTION
 DN1207
 DN1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1207'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT KNOLL
 DN1207'THAT LIES ALONG THE NORTH SIDE OF U.S. HIGHWAY 70.  IT IS
 DN1207'ABOUT 2-1/2 MILES AIRLINE EAST OF KINGSTON AND 2 MILES WEST OF
 DN1207'THE WEST END OF THE ROOSEVELT MEMORIAL BRIDGE.
 DN1207'
 DN1207'TO REACH FROM THE U.S. POST OFFICE IN KINGSTON, GO SOUTH 0.05
 DN1207'MILE TO A CROSS ROAD AT A TRAFFIC SIGNAL.  TURN LEFT AND GO
 DN1207'EAST ON U.S. HIGHWAY 70 FOR 2.1 MILES TO MURRAYS LODGE ON THE
 DN1207'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 DN1207'HIGHWAY FOR 0.5 MILE TO A CROSS ROAD AND A CATTLE GUARD ON THE
 DN1207'LEFT.  TURN LEFT ACROSS CATTLE GUARD, THEN GO RIGHT, EAST,
 DN1207'UP SLOPE TO HIGHEST POINT OF KNOLL AND THE STATION.
 DN1207'
 DN1207'THE STATION MARK IS A U.S. ENGINEER DEPARTMENT BRASS CAP
 DN1207'RIVETED TO THE TOP OF A 4-INCH IRON PIPE THAT IS SET IN CONCRETE
 DN1207'AND PROJECTS 4 INCHES.  IT IS 100 YARDS NORTH OF U.S. HIGHWAY
 DN1207'70 AND 8.5 FEET WEST OF A STANDARD WITNESS POST.  THE DISK IS
 DN1207'STAMPED DR 93 859.791.
 DN1207'
 DN1207'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DR 93 USED
 DN1207'NO 1 1955, CEMENTED IN A DRILL HOLE IN A 1 X 3-FOOT BOULDER
 DN1207'FLUSH WITH THE GROUND.  IT IS AT THE SOUTH EDGE OF THE TOP OF THE
 DN1207'KNOLL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 DN1207'
 DN1207'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DR 93
 DN1207'USED NO 2 1955, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT
 DN1207'BOULDER FLUSH WITH THE GROUND.  IT IS AT THE WEST EDGE OF THE
 DN1207'KNOLL AND ABOUT 2 FEET LOWER THAN THE STATION.
 DN1207'
 DN1207'THE AZIMUTH MARK IS LOCATED IN A SMALL GRASSY FIELD AT THE
 DN1207'SOUTHEAST CORNER OF A GROVE OF TREES.  THE MARK IS A STANDARD
 DN1207'DISK STAMPED DR 93 USED 1955, CEMENTED IN A DRILL HOLE IN THE
 DN1207'SOUTHWEST CORNER OF AN 8-FOOT-SQUARE BOULDER THAT PROJECTS 8
 DN1207'INCHES.  IT IS 120 FEET NORTH OF THE CENTER LINE OF U.S.
 DN1207'HIGHWAY 70 AND 72 FEET NORTH OF A FENCE LINE.
 DN1207
 DN1207                          STATION RECOVERY (1957)
 DN1207
 DN1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1207'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1207'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1207'TO STATION SITE ARE CORRECT.
 DN1207
 DN1207                          STATION RECOVERY (2011)
 DN1207
 DN1207'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 DN1207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0523 ***********************************************************************
 GJ0523  DESIGNATION -  DREYER
 GJ0523  PID         -  GJ0523
 GJ0523  STATE/COUNTY-  OK/ALFALFA
 GJ0523  COUNTRY     -  US
 GJ0523  USGS QUAD   -  INGERSOLL (2018)
 GJ0523
 GJ0523                         *CURRENT SURVEY CONTROL
 GJ0523  ______________________________________________________________________
 GJ0523* NAD 83(1997) POSITION- 36 51 23.21918(N) 098 27 42.02271(W)   ADJUSTED
 GJ0523* NAVD 88 ORTHO HEIGHT -   397.05  (+/-2cm)     1302.7   (feet) VERTCON3
 GJ0523  ______________________________________________________________________
 GJ0523  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 GJ0523  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 GJ0523  HORZ ORDER      -  FIRST
 GJ0523  VERT ORDER      -  THIRD ? (See Below)
 GJ0523
 GJ0523.The horizontal coordinates were established by classical geodetic methods
 GJ0523.and adjusted by the National Geodetic Survey in October 1998.
 GJ0523
 GJ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0523
 GJ0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0523.GEOID18 height accuracy estimate available here.
 GJ0523
 GJ0523.The vertical order pertains to the NGVD 29 superseded value.
 GJ0523
 GJ0523.Click photographs - Photos may exist for this station.
 GJ0523
 GJ0523.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0523
 GJ0523. The following values were computed from the NAD 83(1997) position.
 GJ0523
 GJ0523;                    North         East     Units Scale Factor Converg.
 GJ0523;SPC OK N     -   206,084.776   558,828.023   MT  1.00001761   -0 16 20.8
 GJ0523;SPC OK N     -   676,129.80  1,833,421.61   sFT  1.00001761   -0 16 20.8
 GJ0523;UTM  14      - 4,079,083.293   547,988.314   MT  0.99962837   +0 19 22.4
 GJ0523
 GJ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0523!SPC OK N     -   0.99994213  x   1.00001761  =   0.99995974
 GJ0523!UTM  14      -   0.99994213  x   0.99962837  =   0.99957052
 GJ0523
 GJ0523:                Primary Azimuth Mark                     Grid Az
 GJ0523:SPC OK N     -  DREYER AZ MK 2                           263 11 19.2
 GJ0523:UTM  14      -  DREYER AZ MK 2                           262 35 36.0
 GJ0523
 GJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4798879083(NAD 83)
 GJ0523
 GJ0523|---------------------------------------------------------------------|
 GJ0523| PID    Reference Object                     Distance      Geod. Az  |
 GJ0523|                                                           dddmmss.s |
 GJ0523| GJ0526 BURLINGTON FARMERS CO OP ELEV       APPROX. 5.9 KM 0342344.8 |
 GJ0523| GJ0518 AMARILLO KANSAS CITY BCN 22         APPROX.18.6 KM 0393438.9 |
 GJ0523| CK8573 DREYER RM 1                          89.550 METERS 13009     |
 GJ0523| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.14.0 KM 1381216.6 |
 GJ0523| GJ0601 ASHLEY FARMERS CO OP ELEVATOR       APPROX. 8.1 KM 2240849.5 |
 GJ0523| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.19.9 KM 2482112.6 |
 GJ0523| GJ0603 ALVA SILVER TANK                    APPROX.19.5 KM 2494715.6 |
 GJ0523| CK8572 DREYER AZ MK 2                                     2625458.4 |
 GJ0523| CK8571 DREYER AZ MK                                       2650634.6 |
 GJ0523| CK8574 DREYER RM 2                          90.483 METERS 30859     |
 GJ0523| HG0847 HARDTNER MUNICIPAL WATER TANK       APPROX.24.6 KM 3171247.6 |
 GJ0523| GJ0525 AMARILLO KANSAS CITY BCN 21         APPROX. 3.1 KM 3500212.5 |
 GJ0523| HG0844 KIOWA WESTERN P AND L CO TANK       APPROX.18.6 KM 3544010.0 |
 GJ0523|---------------------------------------------------------------------|
 GJ0523
 GJ0523                          SUPERSEDED SURVEY CONTROL
 GJ0523
 GJ0523  NAD 83(1993)-  36 51 23.21960(N)    098 27 42.02401(W) AD(       ) 1
 GJ0523  NAD 83(1986)-  36 51 23.22348(N)    098 27 42.01231(W) AD(       ) 1
 GJ0523  NAD 27      -  36 51 23.11813(N)    098 27 40.73738(W) AD(       ) 1
 GJ0523  NGVD 29 (07/19/86)  396.88   (m)         1302.1    (f) LEVELING    3  
 GJ0523
 GJ0523.Superseded values are not recommended for survey control.
 GJ0523
 GJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0523.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0523
 GJ0523_MARKER: DS = TRIANGULATION STATION DISK
 GJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0523_STAMPING: DREYER 1934
 GJ0523_MARK LOGO: CGS
 GJ0523_PROJECTION: FLUSH
 GJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0523+STABILITY: SURFACE MOTION
 GJ0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0523+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2012
 GJ0523
 GJ0523  HISTORY     - Date     Condition        Report By
 GJ0523  HISTORY     - 1934     MONUMENTED       CGS
 GJ0523  HISTORY     - 1946     GOOD             CGS
 GJ0523  HISTORY     - 1951     GOOD             CGS
 GJ0523  HISTORY     - 20120118 GOOD             INDIV
 GJ0523
 GJ0523                          STATION DESCRIPTION
 GJ0523
 GJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0523'STATION IS LOCATED ABOUT 6 MILES EAST AND 3 MILES SOUTH OF
 GJ0523'CAPRON, IN THE SOUTHEAST QUARTER OF SEC. 35, T. 28 N., R. 12
 GJ0523'W., ON A SMALL KNOLL IN PASTURE LAND OWNED BY WILLIAM DREYER
 GJ0523'WHO LIVES 0.15 MILE NORTH OF STATION.
 GJ0523'
 GJ0523'REACHED FROM CAPRON BY GOING EAST ON STATE HIGHWAY 42 FOR
 GJ0523'5.0 MILES TO INTERSECTION WITH STATE HIGHWAY 8, CONTINUE EAST
 GJ0523'1.0 MILE TO CROSSROADS, THENCE SOUTH 2.0 MILES TO TOP OF
 GJ0523'RIDGE AND SMALL CHURCH TO SOUTHEAST, CONTINUE SOUTH 0.7
 GJ0523'MILE TO ENTRANCE TO THE WILLIAM DREYER FARM.  TURN EAST FOR
 GJ0523'0.3 MILE TO FARMHOUSE, GO THROUGH GATE AT NORTHEAST CORNER
 GJ0523'OF BARN AND GO SOUTH-SOUTHEAST FOR 0.15 MILE TO TOP OF KNOLL
 GJ0523'AND STATION.  UNDERGROUND MARK SET AS DESCRIBED.
 GJ0523'
 GJ0523'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION,
 GJ0523'SET IN NORTH-SOUTH FENCE LINE WHICH SEPARATES PASTURE FROM
 GJ0523'WHEAT FIELD.
 GJ0523'
 GJ0523'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF STATION
 GJ0523'AND SET IN SAME FENCE LINE AS REFERENCE MARK NO. 1.
 GJ0523'
 GJ0523'AZIMUTH MARK, NOTE 11A, IS WEST OF STATION.  REACHED BY GOING
 GJ0523'NORTH AND WEST 0.45 MILE TO ENTRANCE TO DREYER PLACE, THENCE
 GJ0523'SOUTH 0.3 MILE TO CROSSROADS, THENCE WEST 0.9 MILE TO MARK
 GJ0523'IN SOUTH RIGHT-OF-WAY FENCE LINE, 40 FEET SOUTH OF CENTERLINE
 GJ0523'OF DIRT ROAD.
 GJ0523'
 GJ0523'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 GJ0523
 GJ0523                          STATION RECOVERY (1946)
 GJ0523
 GJ0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (MHB)
 GJ0523'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  DID NOT
 GJ0523'TRY TO FIND AZIMUTH MARK.
 GJ0523
 GJ0523                          STATION RECOVERY (1951)
 GJ0523
 GJ0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0523'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE
 GJ0523'MARK NUMBER 2 WERE RECOVERED AND ARE IN GOOD
 GJ0523'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AS THE ORIGINAL
 GJ0523'MARK COULD NOT BE FOUND.  FOLLOWING IS A NEW AND COMPLETE
 GJ0523'DESCRIPTION-
 GJ0523'
 GJ0523'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF INGERSOLL,
 GJ0523'ABOUT 7 MILES SOUTHEAST OF CAPRON AND IS ON LAND OWNED BY
 GJ0523'MR. WILLIAM DREYER.  IT IS SITUATED ON THE HIGHEST POINT
 GJ0523'OF A KNOLL IN A PASTURE.  IT IS STAMPED DREYER 1934 AND IS
 GJ0523'FLUSH WITH THE SURFACE OF THE GROUND.
 GJ0523'
 GJ0523'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND
 GJ0523'IS ABOUT 20 FEET LOWER THAN THE STATION.  IT IS STAMPED DREYER
 GJ0523'NO 1 1934 AND PROJECTS 12 INCHES.
 GJ0523'
 GJ0523'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE AND
 GJ0523'IS ABOUT 10 FEET LOWER THAN THE STATION.  IT IS STAMPED DREYER
 GJ0523'NO 2 1934 AND PROJECTS 3 INCHES.
 GJ0523'
 GJ0523'THE AZIMUTH MARK IS LOCATED 33 FEET SOUTH FROM THE CENTER
 GJ0523'OF THE ROAD, 15 FEET WEST FROM THE CENTER OF A LANE, 2 FEET
 GJ0523'SOUTH FROM THE FENCE CORNER, AND 1 FOOT NORTH OF A WITNESS
 GJ0523'POST.  IT IS STAMPED DREYER 1951 AND PROJECTS 2 INCHES.
 GJ0523'
 GJ0523'TO REACH THE STATION FROM THE DEPOT IN INGERSOLL, GO WEST ON
 GJ0523'U.S. HIGHWAY 64 FOR 1.3 MILES TO A CROSSROAD AND SIGN BURLINGTON
 GJ0523'8 MILES, TURN RIGHT AND GO NORTH FOR 4.0 MILES TO A CROSSROAD.
 GJ0523'TURN LEFT AND GO WEST FOR 2.6 MILES TO A GATE ON THE RIGHT,
 GJ0523'TURN RIGHT THROUGH THE GATE AND GO NORTH AND WEST FOR 0.15 MILE
 GJ0523'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.  FROM
 GJ0523'THE GATE CONTINUE WEST FOR 0.75 MILE TO THE LANE AND THE
 GJ0523'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GJ0523
 GJ0523                          STATION RECOVERY (2012)
 GJ0523
 GJ0523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DL)
 GJ0523'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0531 ***********************************************************************
 GJ0531  DESIGNATION -  DRUMMOND
 GJ0531  PID         -  GJ0531
 GJ0531  STATE/COUNTY-  OK/GARFIELD
 GJ0531  COUNTRY     -  US
 GJ0531  USGS QUAD   -  DRUMMOND (2018)
 GJ0531
 GJ0531                         *CURRENT SURVEY CONTROL
 GJ0531  ______________________________________________________________________
 GJ0531* NAD 83(1993) POSITION- 36 17 59.63722(N) 098 01 56.63059(W)   ADJUSTED
 GJ0531* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 GJ0531  ______________________________________________________________________
 GJ0531  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 GJ0531  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 GJ0531  HORZ ORDER      -  SECOND
 GJ0531
 GJ0531.The horizontal coordinates were established by classical geodetic methods
 GJ0531.and adjusted by the National Geodetic Survey in November 1994.
 GJ0531
 GJ0531.The orthometric height was scaled from a topographic map.
 GJ0531
 GJ0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0531.GEOID18 height accuracy estimate available here.
 GJ0531
 GJ0531.Click photographs - Photos may exist for this station.
 GJ0531
 GJ0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0531
 GJ0531. The following values were computed from the NAD 83(1993) position.
 GJ0531
 GJ0531;                    North         East     Units Scale Factor Converg.
 GJ0531;SPC OK N     -   144,228.637   597,090.183   MT  0.99994807   -0 01 08.8
 GJ0531;SPC OK N     -   473,190.12  1,958,953.38   sFT  0.99994807   -0 01 08.8
 GJ0531;UTM  14      - 4,017,646.812   586,877.588   MT  0.99969299   +0 34 22.3
 GJ0531
 GJ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0531!SPC OK N     -   0.99994499  x   0.99994807  =   0.99989306
 GJ0531!UTM  14      -   0.99994499  x   0.99969299  =   0.99963799
 GJ0531
 GJ0531:                Primary Azimuth Mark                     Grid Az
 GJ0531:SPC OK N     -  DRUMMOND AZ MK                           049 20 13.4
 GJ0531:UTM  14      -  DRUMMOND AZ MK                           048 44 42.3
 GJ0531
 GJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8687717646(NAD 83)
 GJ0531
 GJ0531|---------------------------------------------------------------------|
 GJ0531| PID    Reference Object                     Distance      Geod. Az  |
 GJ0531|                                                           dddmmss.s |
 GJ0531| CK8575 DRUMMOND AZ MK                                     0491904.6 |
 GJ0531| GH0807 WAUKOMIS MUNICIPAL STANDPIPE        APPROX.12.2 KM 1020854.0 |
 GJ0531| CK8576 DRUMMOND RM 1                        27.356 METERS 19136     |
 GJ0531| CK8577 DRUMMOND RM 2                         9.522 METERS 28448     |
 GJ0531|---------------------------------------------------------------------|
 GJ0531
 GJ0531                          SUPERSEDED SURVEY CONTROL
 GJ0531
 GJ0531  NAD 83(1986)-  36 17 59.64243(N)    098 01 56.61759(W) AD(       ) 2
 GJ0531  NAD 27      -  36 17 59.51911(N)    098 01 55.39594(W) AD(       ) 2
 GJ0531
 GJ0531.Superseded values are not recommended for survey control.
 GJ0531
 GJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0531.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0531
 GJ0531_MARKER: DS = TRIANGULATION STATION DISK
 GJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0531_STAMPING: DRUMMOND 1951
 GJ0531_MARK LOGO: CGS
 GJ0531_PROJECTION: FLUSH
 GJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0531+STABILITY: SURFACE MOTION
 GJ0531
 GJ0531  HISTORY     - Date     Condition        Report By
 GJ0531  HISTORY     - 1951     MONUMENTED       CGS
 GJ0531  HISTORY     - 1966     MARK NOT FOUND   CGS
 GJ0531  HISTORY     - 19790210 MARK NOT FOUND   USGS
 GJ0531
 GJ0531                          STATION DESCRIPTION
 GJ0531
 GJ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0531'THE STATION IS LOCATED AT THE EAST EDGE OF DRUMMOND ON PROPERTY OF
 GJ0531'EDITH M. JOHNSON OF SAN JOSE, CALIFORNIA.  IT IS IN THE NORTHEAST
 GJ0531'CORNER OF A YARD, 66.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GJ0531'FRAME HOUSE, 33.0 FEET NORTH OF THE CENTER OF A WELL AND 26.0 FEET
 GJ0531'WEST OF A FENCE CORNER.  IT IS SET FLUSH WITH THE SURFACE OF THE
 GJ0531'GROUND AND IS STAMPED DRUMMOND 1951.
 GJ0531'
 GJ0531'REFERENCE MARK NO. 1 IS LOCATED 40.0 FEET EAST-SOUTHEAST OF THE
 GJ0531'SOUTHEAST CORNER OF A FRAME HOUSE AND 0.5 OF A FOOT NORTH OF THE
 GJ0531'YARD FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GJ0531'STAMPED DRUMMOND NO 1 1951.
 GJ0531'
 GJ0531'REFERENCE MARK NO. 2 IS LOCATED ALONG THE SOUTH EDGE OF A GARDEN
 GJ0531'PLOT, 18.0 FEET NORTH OF THE CENTER OF A WELL AND 0.5 OF A FOOT
 GJ0531'SOUTH OF THE YARD FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 GJ0531'GROUND AND IS STAMPED DRUMMOND NO 2 1951.
 GJ0531'
 GJ0531'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0531'IS 96.70 FEET.
 GJ0531'
 GJ0531'THE AZIMUTH MARK IS ACROSS THE ROAD FROM A GROUP OF FARM BUILDINGS,
 GJ0531'24.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 23.0 FEET WEST OF A
 GJ0531'TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST AND 1.0 FOOT NORTH
 GJ0531'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED DRUMMOND 1951.
 GJ0531'
 GJ0531'TO REACH THE STATION FROM THE POST OFFICE IN DRUMMOND, GO SOUTH AND
 GJ0531'EAST ON A HARD SURFACED STREET FOR 0.25 MILE TO A T INTERSECTION.
 GJ0531'HERE TURN LEFT AND GO NORTH ON SURFACED ROAD FOR 0.05 MILE TO A
 GJ0531'YELLOW FRAME HOUSE ON THE RIGHT AND THE STATION IN THE NORTHEAST
 GJ0531'CORNER OF THE YARD AS DESCRIBED.
 GJ0531'
 GJ0531'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A SURFACED
 GJ0531'ROAD FOR 0.25 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON A
 GJ0531'GRADED ROAD FOR 0.35 MILE TO A GROUP OF FARM BUILDINGS ON THE LEFT
 GJ0531'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GJ0531'
 GJ0531'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GJ0531
 GJ0531                          STATION RECOVERY (1966)
 GJ0531
 GJ0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 GJ0531'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL SEARCHED
 GJ0531'FOR AND NO MARKS WERE FOUND.  THE AREA OF THE STATION LOCATION HAS
 GJ0531'BEEN LANDSCAPED FOR A HOUSING DEVELOPMENT AND NEW RESIDENCES HAVE
 GJ0531'BEEN BUILT AT THE STATION LOCATION AS NEAR AS ONE CAN DETERMINE
 GJ0531'FROM THE LOCAL INFORMATION.  IT CAN BE CONSIDERED THAT THIS STATION
 GJ0531'HAS BEEN DESTROYED.
 GJ0531
 GJ0531                          STATION RECOVERY (1979)
 GJ0531
 GJ0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GJ0531'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0533 ***********************************************************************
 GJ0533  DESIGNATION -  DRUMMOND MUNICIPAL STANDPIPE
 GJ0533  PID         -  GJ0533
 GJ0533  STATE/COUNTY-  OK/GARFIELD
 GJ0533  COUNTRY     -  US
 GJ0533  USGS QUAD   -  DRUMMOND (2018)
 GJ0533
 GJ0533                         *CURRENT SURVEY CONTROL
 GJ0533  ______________________________________________________________________
 GJ0533* NAD 83(1993) POSITION- 36 17 48.02959(N) 098 01 59.36733(W)   ADJUSTED
 GJ0533  ______________________________________________________________________
 GJ0533  GEOID HEIGHT    -        -27.594 (meters)                     GEOID18
 GJ0533  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 GJ0533  HORZ ORDER      -  THIRD
 GJ0533
 GJ0533.The horizontal coordinates were established by classical geodetic methods
 GJ0533.and adjusted by the National Geodetic Survey in November 1994.
 GJ0533
 GJ0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0533.GEOID18 height accuracy estimate available here.
 GJ0533
 GJ0533.Click photographs - Photos may exist for this station.
 GJ0533
 GJ0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0533
 GJ0533. The following values were computed from the NAD 83(1993) position.
 GJ0533
 GJ0533;                    North         East     Units Scale Factor Converg.
 GJ0533;SPC OK N     -   143,870.891   597,021.782   MT  0.99994794   -0 01 10.4
 GJ0533;SPC OK N     -   472,016.41  1,958,728.96   sFT  0.99994794   -0 01 10.4
 GJ0533;UTM  14      - 4,017,288.470   586,812.904   MT  0.99969286   +0 34 20.5
 GJ0533
 GJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8681217288(NAD 83)
 GJ0533
 GJ0533                          SUPERSEDED SURVEY CONTROL
 GJ0533
 GJ0533  NAD 83(1986)-  36 17 48.03496(N)    098 01 59.35411(W) AD(       ) 3
 GJ0533  NAD 27      -  36 17 47.90930(N)    098 01 58.13238(W) AD(       ) 3
 GJ0533
 GJ0533.Superseded values are not recommended for survey control.
 GJ0533
 GJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0533.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0533
 GJ0533_MARKER: 52 = STANDPIPE TANK
 GJ0533
 GJ0533  HISTORY     - Date     Condition        Report By
 GJ0533  HISTORY     - 1968     FIRST OBSERVED   CGS
 GJ0533
 GJ0533                          STATION DESCRIPTION
 GJ0533
 GJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0533'STATION IS LOCATED AT THE SOUTHEAST EDGE OF DRUMMOND, ABOUT
 GJ0533'50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE DRUMMOND
 GJ0533'PUBLIC SCHOOL BUILDING AND ABOUT 50 FEET WEST OF THE APPROXIMATE
 GJ0533'CENTER OF STATE HIGHWAY 132.
 GJ0533'
 GJ0533'A LARGE STEEL STANDPIPE, 120 FEET IN HEIGHT AND PAINTED SILVER
 GJ0533'IN COLOR.
 GJ0533'
 GJ0533'POINT INTERSECTED, WAS TOP-CENTER OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1254 ***********************************************************************
 FJ1254  DESIGNATION -  DRUMRIGHT
 FJ1254  PID         -  FJ1254
 FJ1254  STATE/COUNTY-  OK/CREEK
 FJ1254  COUNTRY     -  US
 FJ1254  USGS QUAD   -  DRUMRIGHT (2018)
 FJ1254
 FJ1254                         *CURRENT SURVEY CONTROL
 FJ1254  ______________________________________________________________________
 FJ1254* NAD 83(1993) POSITION- 35 59 15.16591(N) 096 36 11.11843(W)   ADJUSTED
 FJ1254* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 FJ1254  ______________________________________________________________________
 FJ1254  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 FJ1254  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 FJ1254  HORZ ORDER      -  FIRST
 FJ1254
 FJ1254.The horizontal coordinates were established by classical geodetic methods
 FJ1254.and adjusted by the National Geodetic Survey in November 1994.
 FJ1254
 FJ1254.The orthometric height was scaled from a topographic map.
 FJ1254
 FJ1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1254.GEOID18 height accuracy estimate available here.
 FJ1254
 FJ1254.Click photographs - Photos may exist for this station.
 FJ1254
 FJ1254.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1254
 FJ1254. The following values were computed from the NAD 83(1993) position.
 FJ1254
 FJ1254;                    North         East     Units Scale Factor Converg.
 FJ1254;SPC OK N     -   110,476.956   725,959.891   MT  0.99995031   +0 49 27.8
 FJ1254;SPC OK N     -   362,456.48  2,381,753.41   sFT  0.99995031   +0 49 27.8
 FJ1254;UTM  14      - 3,985,223.900   716,081.572   MT  1.00017536   +1 24 32.4
 FJ1254
 FJ1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1254!SPC OK N     -   0.99996189  x   0.99995031  =   0.99991220
 FJ1254!UTM  14      -   0.99996189  x   1.00017536  =   1.00013725
 FJ1254
 FJ1254:                Primary Azimuth Mark                     Grid Az
 FJ1254:SPC OK N     -  DRUMRIGHT AZ MK                          271 57 19.3
 FJ1254:UTM  14      -  DRUMRIGHT AZ MK                          271 22 14.7
 FJ1254
 FJ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1608185223(NAD 83)
 FJ1254
 FJ1254|---------------------------------------------------------------------|
 FJ1254| PID    Reference Object                     Distance      Geod. Az  |
 FJ1254|                                                           dddmmss.s |
 FJ1254| GH0969 OILTON MUNICIPAL TANK               APPROX.10.9 KM 0045141.4 |
 FJ1254| GH0968 JENNINGS MUNICIPAL TANK             APPROX.21.8 KM 0081408.3 |
 FJ1254| GH0970 DRUMRIGHT CITY SERV PMP STA TK      APPROX. 6.1 KM 0261512.9 |
 FJ1254| CI0777 DRUMRIGHT RM 1                       23.873 METERS 13829     |
 FJ1254| FJ1252 DRUMRIGHT MUNICIPAL TANK             22.638 METERS 18651     |
 FJ1254| CI0776 DRUMRIGHT AZ MK                                    2724647.1 |
 FJ1254| CI0778 DRUMRIGHT RM 2                       23.073 METERS 27512     |
 FJ1254|---------------------------------------------------------------------|
 FJ1254
 FJ1254                          SUPERSEDED SURVEY CONTROL
 FJ1254
 FJ1254  NAD 83(1986)-  35 59 15.17960(N)    096 36 11.09911(W) AD(       ) 1
 FJ1254  NAD 27      -  35 59 14.94300(N)    096 36 10.03300(W) AD(       ) 1
 FJ1254
 FJ1254.Superseded values are not recommended for survey control.
 FJ1254
 FJ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1254.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1254
 FJ1254_MARKER: DS = TRIANGULATION STATION DISK
 FJ1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1254_STAMPING: DRUMRIGHT 1935
 FJ1254_MARK LOGO: CGS
 FJ1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1254+STABILITY: SURFACE MOTION
 FJ1254
 FJ1254  HISTORY     - Date     Condition        Report By
 FJ1254  HISTORY     - 1935     MONUMENTED       CGS
 FJ1254  HISTORY     - 1975     GOOD             DMA
 FJ1254  HISTORY     - 20191122 MARK NOT FOUND   MCA
 FJ1254
 FJ1254                          STATION DESCRIPTION
 FJ1254
 FJ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1254'STATION IS ON THE NORTHWEST CORNER OF THE PLOT OF GROUND ON WHICH
 FJ1254'THE MUNICIPAL WATER TANK STANDS AND ONE BLOCK SOUTH OF THE
 FJ1254'CITY HALL AND FIRE HOUSE.  THE MARK IS 40 FEET SOUTH OF AN
 FJ1254'EAST-WEST STREET AND 51 FEET EAST OF A NORTH-SOUTH STREET
 FJ1254'AND 12 FEET NORTH OF TIN PUMP SHED.  MARK IS FLUSH WITH
 FJ1254'GROUND.
 FJ1254'
 FJ1254'AZIMUTH MARK IS 0.3 MILE WEST OF STATION.  REACHED FROM
 FJ1254'STATION BY GOING NORTH ONE BLOCK TO HIGHWAY, TURN LEFT AND
 FJ1254'GO 0.3 MILE WEST TO BRISTON STREET, TURN LEFT AND GO ONE
 FJ1254'BLOCK SOUTH TO WEST FULKERSON STREET.  MARK IS ON NORTHEAST
 FJ1254'CORNER OF INTERSECTION, 2 FEET NORTH AND 15 FEET EAST OF CURB
 FJ1254'LINES.  MARK PROJECTS 6 INCHES.
 FJ1254'
 FJ1254'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, AT NORTHEAST
 FJ1254'CORNER OF SHED.
 FJ1254'
 FJ1254'REFERENCE MARK NO. 2 IS WEST OF STATION, AT WEST EDGE OF
 FJ1254'SIDEWALK AND 22 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH
 FJ1254'STREET.
 FJ1254'
 FJ1254'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1254'AS DESCRIBED.
 FJ1254'
 FJ1254'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1254
 FJ1254                          STATION RECOVERY (1975)
 FJ1254
 FJ1254'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975
 FJ1254'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED.  REFERENCE MARKS
 FJ1254'MAY BE DESTROYED.
 FJ1254
 FJ1254                          STATION RECOVERY (2019)
 FJ1254
 FJ1254'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ1254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0970 ***********************************************************************
 GH0970  DESIGNATION -  DRUMRIGHT CITY SERV PMP STA TK
 GH0970  PID         -  GH0970
 GH0970  STATE/COUNTY-  OK/CREEK
 GH0970  COUNTRY     -  US
 GH0970  USGS QUAD   -  OILTON (2018)
 GH0970
 GH0970                         *CURRENT SURVEY CONTROL
 GH0970  ______________________________________________________________________
 GH0970* NAD 83(1993) POSITION- 36 02 13.95140(N) 096 34 22.53976(W)   ADJUSTED
 GH0970  ______________________________________________________________________
 GH0970  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 GH0970  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 GH0970  HORZ ORDER      -  THIRD
 GH0970
 GH0970.The horizontal coordinates were established by classical geodetic methods
 GH0970.and adjusted by the National Geodetic Survey in November 1994.
 GH0970
 GH0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0970.GEOID18 height accuracy estimate available here.
 GH0970
 GH0970.Click photographs - Photos may exist for this station.
 GH0970
 GH0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0970
 GH0970. The following values were computed from the NAD 83(1993) position.
 GH0970
 GH0970;                    North         East     Units Scale Factor Converg.
 GH0970;SPC OK N     -   116,026.161   728,598.308   MT  0.99994798   +0 50 31.9
 GH0970;SPC OK N     -   380,662.50  2,390,409.62   sFT  0.99994798   +0 50 31.9
 GH0970;UTM  14      - 3,990,801.074   718,663.754   MT  1.00018919   +1 25 42.4
 GH0970
 GH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1866390801(NAD 83)
 GH0970
 GH0970                          SUPERSEDED SURVEY CONTROL
 GH0970
 GH0970  NAD 83(1986)-  36 02 13.96419(N)    096 34 22.52177(W) AD(       ) 3
 GH0970  NAD 27      -  36 02 13.70000(N)    096 34 21.47000(W) AD(       ) 3
 GH0970
 GH0970.Superseded values are not recommended for survey control.
 GH0970
 GH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0970.See file dsdata.pdf to determine how the superseded data were derived.
 GH0970
 GH0970_MARKER: 51 = TANK
 GH0970
 GH0970  HISTORY     - Date     Condition        Report By
 GH0970  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0970
 GH0970                          STATION DESCRIPTION
 GH0970
 GH0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0970'POINT OBSERVED UPON WAS FINIAL OF SILVER WATER TANK OF CITY
 GH0970'SERVICE PUMP STATION, LOCATED APPROXIMATELY 3-1/2 MILES
 GH0970'NORTH-NORTHEAST OF DRUMRIGHT.  IT IS APPROXIMATELY 35 FEET
 GH0970'HIGH.
 GH0970'
 GH0970'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 GH0970'DRUMRIGHT AND OILTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0890 ***********************************************************************
 EM0890  DESIGNATION -  DUB
 EM0890  PID         -  EM0890
 EM0890  STATE/COUNTY-  OK/JACKSON
 EM0890  COUNTRY     -  US
 EM0890  USGS QUAD   -  ALTUS (2018)
 EM0890
 EM0890                         *CURRENT SURVEY CONTROL
 EM0890  ______________________________________________________________________
 EM0890* NAD 83(1993) POSITION- 34 38 15.37401(N) 099 15 57.26539(W)   ADJUSTED
 EM0890* NAVD 88 ORTHO HEIGHT -   408.    (meters)     1339.    (feet) SCALED
 EM0890  ______________________________________________________________________
 EM0890  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 EM0890  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 EM0890  HORZ ORDER      -  FIRST
 EM0890
 EM0890.The horizontal coordinates were established by classical geodetic methods
 EM0890.and adjusted by the National Geodetic Survey in November 1994.
 EM0890
 EM0890.The orthometric height was scaled from a topographic map.
 EM0890
 EM0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0890.GEOID18 height accuracy estimate available here.
 EM0890
 EM0890.Click photographs - Photos may exist for this station.
 EM0890
 EM0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0890
 EM0890. The following values were computed from the NAD 83(1993) position.
 EM0890
 EM0890;                    North         East     Units Scale Factor Converg.
 EM0890;SPC OK S     -   145,401.909   483,940.909   MT  0.99993637   -0 43 06.8
 EM0890;SPC OK S     -   477,039.43  1,587,729.47   sFT  0.99993637   -0 43 06.8
 EM0890;UTM  14      - 3,832,888.057   475,629.018   MT  0.99960732   -0 09 04.1
 EM0890
 EM0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0890!SPC OK S     -   0.99994017  x   0.99993637  =   0.99987654
 EM0890!UTM  14      -   0.99994017  x   0.99960732  =   0.99954751
 EM0890
 EM0890:                Primary Azimuth Mark                     Grid Az
 EM0890:SPC OK S     -  ORD AZ MK                                357 46 56.9
 EM0890:UTM  14      -  ORD AZ MK                                357 12 54.2
 EM0890
 EM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7562932888(NAD 83)
 EM0890
 EM0890|---------------------------------------------------------------------|
 EM0890| PID    Reference Object                     Distance      Geod. Az  |
 EM0890|                                                           dddmmss.s |
 EM0890| CX7100 DUB RM 2                             13.397 METERS 03505     |
 EM0890| EM0896 ALTUS MUNICIPAL TANK                APPROX. 6.6 KM 2672738.7 |
 EM0890| CX7099 DUB RM 1                             28.554 METERS 30625     |
 EM0890| EM0891 ALTUS AFB WATER TANK 2              APPROX. 2.3 KM 3091220.6 |
 EM0890| EM0877 ALTUS AFB WATER TANK 1 BEACON       APPROX. 2.7 KM 3235417.6 |
 EM0890| EM0895 ALTUS AFB CONTROL TOWER             APPROX. 2.3 KM 3282506.9 |
 EM0890| EM0887 ORD AZ MK                           APPROX. 2.0 KM 3570350.1 |
 EM0890|---------------------------------------------------------------------|
 EM0890
 EM0890                          SUPERSEDED SURVEY CONTROL
 EM0890
 EM0890  NAD 83(1986)-  34 38 15.38160(N)    099 15 57.25810(W) AD(       ) 1
 EM0890  NAD 27      -  34 38 15.12890(N)    099 15 55.94960(W) AD(       ) 1
 EM0890
 EM0890.Superseded values are not recommended for survey control.
 EM0890
 EM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0890.See file dsdata.pdf to determine how the superseded data were derived.
 EM0890
 EM0890_MARKER: DS = TRIANGULATION STATION DISK
 EM0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0890_STAMPING: DUB 1961
 EM0890_MARK LOGO: CGS
 EM0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0890+STABILITY: SURFACE MOTION
 EM0890
 EM0890  HISTORY     - Date     Condition        Report By
 EM0890  HISTORY     - 1961     MONUMENTED       CGS
 EM0890  HISTORY     - 1963     GOOD             CGS
 EM0890  HISTORY     - 1983     GOOD             NGS
 EM0890
 EM0890                          STATION DESCRIPTION
 EM0890
 EM0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0890'THE STATION IS LOCATED ABOUT 4 MILES EAST OF ALTUS, 3 MILES
 EM0890'WEST OF OZARK, AND 1/2 MILE SOUTH OF THE ALTUS AIR FORCE
 EM0890'BASE.
 EM0890'
 EM0890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EM0890'283 AND 62 IN ALTUS, GO EAST ON U.S. HIGHWAY 62 FOR 2.3 MILES, TO
 EM0890'A RAILROAD CROSSING.  CONTINUE AHEAD, EAST, ON U.S. HIGHWAY
 EM0890'62 FOR 1.6 MILES, TO THE STATION ON THE RIGHT, SOUTH, SIDE
 EM0890'OF THE ROAD.
 EM0890'
 EM0890'THE STATION MARK, STAMPED DUB 1961, IS A STANDARD DISK, SET
 EM0890'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0890'5 INCHES.  IT IS 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 EM0890'6.6 FEET WEST OF A WITNESS POST, AND 2 FEET NORTH OF A FENCE.
 EM0890'
 EM0890'REFERENCE MARK NO. 1, STAMPED DUB NO 1 1961, IS A STANDARD DISK,
 EM0890'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0890'3 INCHES.  IT IS 47 FEET NORTH OF THE CENTER OF THE HIGHWAY
 EM0890'AND 1-1/2 FEET SOUTH OF A TELEPHONE POLE.
 EM0890'
 EM0890'REFERENCE MARK NO. 2, STAMPED DUB NO 2 1961, IS A STANDARD
 EM0890'DISK, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 EM0890'PROJECTS 2 INCHES.  IT IS 46 FEET SOUTH OF THE CENTER OF
 EM0890'THE HIGHWAY, 37.8 FEET EAST OF THE WITNESS POST, AND 2-1/2
 EM0890'FEET NORTH OF A FENCE.
 EM0890'
 EM0890'TRIANGULATION STATION ORD AZIMUTH 1960 CAN BE USED FOR THE
 EM0890'AZIMUTH MARK.  (SEE DESCRIPTION THEREOF.)
 EM0890
 EM0890                          STATION RECOVERY (1963)
 EM0890
 EM0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0890'STATION RECOVERED AS DESCRIBED.  TO REACH IS ENTIRELY ADEQUATE.
 EM0890
 EM0890                          STATION RECOVERY (1983)
 EM0890
 EM0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EM0890'RECOVERED AS DESCRIBED.
 EM0890'
 EM0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 EM0890'ALTUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0677 ***********************************************************************
 GH0677  DESIGNATION -  DUCK
 GH0677  PID         -  GH0677
 GH0677  STATE/COUNTY-  OK/KAY
 GH0677  COUNTRY     -  US
 GH0677  USGS QUAD   -  PONCA CITY NW (2018)
 GH0677
 GH0677                         *CURRENT SURVEY CONTROL
 GH0677  ______________________________________________________________________
 GH0677* NAD 83(1997) POSITION- 36 40 50.85058(N) 097 12 41.36084(W)   ADJUSTED
 GH0677* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 GH0677  ______________________________________________________________________
 GH0677  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 GH0677  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 GH0677  HORZ ORDER      -  THIRD
 GH0677
 GH0677.The horizontal coordinates were established by classical geodetic methods
 GH0677.and adjusted by the National Geodetic Survey in October 1998.
 GH0677
 GH0677.The orthometric height was scaled from a topographic map.
 GH0677
 GH0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0677.GEOID18 height accuracy estimate available here.
 GH0677
 GH0677.Click photographs - Photos may exist for this station.
 GH0677
 GH0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0677
 GH0677. The following values were computed from the NAD 83(1997) position.
 GH0677
 GH0677;                    North         East     Units Scale Factor Converg.
 GH0677;SPC OK N     -   186,779.724   670,477.176   MT  0.99998546   +0 27 55.2
 GH0677;SPC OK N     -   612,793.14  2,199,723.87   sFT  0.99998546   +0 27 55.2
 GH0677;UTM  14      - 4,060,952.721   659,804.908   MT  0.99991463   +1 04 07.0
 GH0677
 GH0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0677!SPC OK N     -   0.99995789  x   0.99998546  =   0.99994335
 GH0677!UTM  14      -   0.99995789  x   0.99991463  =   0.99987252
 GH0677
 GH0677:                Primary Azimuth Mark                     Grid Az
 GH0677:SPC OK N     -  DUCK AZ MK                               087 15 27.9
 GH0677:UTM  14      -  DUCK AZ MK                               086 39 16.1
 GH0677
 GH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5980460952(NAD 83)
 GH0677
 GH0677|---------------------------------------------------------------------|
 GH0677| PID    Reference Object                     Distance      Geod. Az  |
 GH0677|                                                           dddmmss.s |
 GH0677| CL5095 DUCK RM 1                            22.915 METERS 00047     |
 GH0677| CL5094 DUCK AZ MK                                         0874323.1 |
 GH0677| GH0675 MARLAND BLISS COOP ELEVATOR         APPROX.14.8 KM 1580323.1 |
 GH0677| GH0673 MARLAND MUNICIPAL TANK              APPROX.14.6 KM 1583035.4 |
 GH0677| CL5096 DUCK RM 2                            13.762 METERS 26728     |
 GH0677|---------------------------------------------------------------------|
 GH0677
 GH0677                          SUPERSEDED SURVEY CONTROL
 GH0677
 GH0677  NAD 83(1993)-  36 40 50.85112(N)    097 12 41.36084(W) AD(       ) 3
 GH0677  NAD 83(1986)-  36 40 50.86104(N)    097 12 41.34970(W) AD(       ) 3
 GH0677  NAD 27      -  36 40 50.73243(N)    097 12 40.19339(W) AD(       ) 3
 GH0677
 GH0677.Superseded values are not recommended for survey control.
 GH0677
 GH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0677.See file dsdata.pdf to determine how the superseded data were derived.
 GH0677
 GH0677_MARKER: DS = TRIANGULATION STATION DISK
 GH0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0677_STAMPING: DUCK 1963
 GH0677_MARK LOGO: CGS
 GH0677_PROJECTION: FLUSH
 GH0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0677+STABILITY: SURFACE MOTION
 GH0677
 GH0677  HISTORY     - Date     Condition        Report By
 GH0677  HISTORY     - 1963     MONUMENTED       CGS
 GH0677  HISTORY     - 1968     GOOD             CGS
 GH0677
 GH0677                          STATION DESCRIPTION
 GH0677
 GH0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0677'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST
 GH0677'OF MARLAND, ABOUT 7 MILES WEST-SOUTHWEST OF PONCA CITY AND
 GH0677'ABOUT 5 MILES EAST OF TONKAWA, ON THE SOUTH SIDE OF U.S.
 GH0677'HIGHWAY 60.
 GH0677'
 GH0677'TO REACH THE STATION FROM THE JUNCTION OF MAIN ST. AND NORTH
 GH0677'ST. IN TONKAWA, GO EAST ON NORTH ST. (U.S. HIGHWAYS 60 AND 77)
 GH0677'FOR 1.4 MILES TO THE JUNCTION OF U.S. HIGHWAYS 60 AND 77.
 GH0677'CONTINUE EASTERLY ON U.S. HIGHWAY 60 FOR 3.8 MILES TO THE STATION
 GH0677'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 GH0677'CONTINUE EASTERLY ON THE HIGHWAY FOR 0.4 MILE TO THE MARK ON THE
 GH0677'LEFT.
 GH0677'
 GH0677'THE STATION IS A STANDARD DISK, STAMPED DUCK 1963, SET IN THE
 GH0677'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 GH0677'THE GROUND.  IT IS ABOUT 255 FEET WEST OF A CROSSROADS, 37 FEET
 GH0677'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60, 4 FEET NORTHEAST
 GH0677'OF A METAL WITNESS POST AND 3 FEET NORTH OF A FENCELINE.
 GH0677'
 GH0677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUCK NO 1 1963,
 GH0677'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 GH0677'ABOUT 1 INCH.  IT IS 39 FEET NORTH OF THE CENTERLINE OF THE
 GH0677'HIGHWAY, 18 INCHES WEST OF A TELEPHONE POLE, 18 INCHES SOUTH OF A
 GH0677'FENCELINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0677'
 GH0677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUCK NO 2 1963, SET
 GH0677'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 GH0677'ABOUT 2 INCHES.  IT IS 81 FEET EAST OF A POWERLINE POLE, 39 FEET
 GH0677'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 INCHES NORTH OF A
 GH0677'FENCELINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0677'
 GH0677'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUCK 1963, SET IN
 GH0677'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 GH0677'4 INCHES.  IT IS 38 FEET NORTH OF THE CENTERLINE OF THE
 GH0677'HIGHWAY, 23 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL BLOCK
 GH0677'BUILDING, 2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND
 GH0677'2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 GH0677
 GH0677                          STATION RECOVERY (1968)
 GH0677
 GH0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GH0677'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 GH0677'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1963
 GH0677'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 GH0677'1963 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 GH0677'
 GH0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 GH0677'EAST OF TONKAWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0615 ***********************************************************************
 GJ0615  DESIGNATION -  DUGAN
 GJ0615  PID         -  GJ0615
 GJ0615  STATE/COUNTY-  OK/WOODS
 GJ0615  COUNTRY     -  US
 GJ0615  USGS QUAD   -  DACOMA (2018)
 GJ0615
 GJ0615                         *CURRENT SURVEY CONTROL
 GJ0615  ______________________________________________________________________
 GJ0615* NAD 83(1997) POSITION- 36 40 44.51225(N) 098 32 48.80636(W)   ADJUSTED
 GJ0615* NAVD 88 ORTHO HEIGHT -   431.    (meters)     1414.    (feet) SCALED
 GJ0615  ______________________________________________________________________
 GJ0615  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 GJ0615  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 GJ0615  HORZ ORDER      -  THIRD
 GJ0615
 GJ0615.The horizontal coordinates were established by classical geodetic methods
 GJ0615.and adjusted by the National Geodetic Survey in October 1998.
 GJ0615
 GJ0615.The orthometric height was scaled from a topographic map.
 GJ0615
 GJ0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0615.GEOID18 height accuracy estimate available here.
 GJ0615
 GJ0615.Click photographs - Photos may exist for this station.
 GJ0615
 GJ0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0615
 GJ0615. The following values were computed from the NAD 83(1997) position.
 GJ0615
 GJ0615;                    North         East     Units Scale Factor Converg.
 GJ0615;SPC OK N     -   186,435.824   551,117.483   MT  0.99998518   -0 19 21.9
 GJ0615;SPC OK N     -   611,664.87  1,808,124.61   sFT  0.99998518   -0 19 21.9
 GJ0615;UTM  14      - 4,059,362.843   540,484.834   MT  0.99962019   +0 16 14.4
 GJ0615
 GJ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0615!SPC OK N     -   0.99993675  x   0.99998518  =   0.99992193
 GJ0615!UTM  14      -   0.99993675  x   0.99962019  =   0.99955696
 GJ0615
 GJ0615:                Primary Azimuth Mark                     Grid Az
 GJ0615:SPC OK N     -  DUGAN AZ MK                              057 10 22.0
 GJ0615:UTM  14      -  DUGAN AZ MK                              056 34 45.7
 GJ0615
 GJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4048459362(NAD 83)
 GJ0615
 GJ0615|---------------------------------------------------------------------|
 GJ0615| PID    Reference Object                     Distance      Geod. Az  |
 GJ0615|                                                           dddmmss.s |
 GJ0615| CK8586 DUGAN AZ MK                                        0565100.1 |
 GJ0615| GJ0616 DACOMA FARMERS MILL ELEV            APPROX. 3.0 KM 2173422.2 |
 GJ0615| CK8587 DUGAN RM 1                            9.661 METERS 23336     |
 GJ0615| CK8588 DUGAN RM 2                           10.935 METERS 33316     |
 GJ0615|---------------------------------------------------------------------|
 GJ0615
 GJ0615                          SUPERSEDED SURVEY CONTROL
 GJ0615
 GJ0615  NAD 83(1993)-  36 40 44.51251(N)    098 32 48.80666(W) AD(       ) 3
 GJ0615  NAD 83(1986)-  36 40 44.51664(N)    098 32 48.79439(W) AD(       ) 3
 GJ0615  NAD 27      -  36 40 44.40286(N)    098 32 47.50939(W) AD(       ) 3
 GJ0615
 GJ0615.Superseded values are not recommended for survey control.
 GJ0615
 GJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0615.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0615
 GJ0615_MARKER: DS = TRIANGULATION STATION DISK
 GJ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0615_STAMPING: DUGAN 1951
 GJ0615_MARK LOGO: CGS
 GJ0615_PROJECTION: FLUSH
 GJ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0615+STABILITY: SURFACE MOTION
 GJ0615
 GJ0615  HISTORY     - Date     Condition        Report By
 GJ0615  HISTORY     - 1951     MONUMENTED       CGS
 GJ0615
 GJ0615                          STATION DESCRIPTION
 GJ0615
 GJ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0615'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHEAST OF ALVA AND ABOUT
 GJ0615'8.0 MILES NORTHWEST OF CARMEN IN A FARMYARD, 38 FEET SOUTH OF THE
 GJ0615'CENTER OF THE SOUTH SIDE OF FARMHOUSE AND 33 FEET NORTHEAST OF THE
 GJ0615'CENTER OF A WINDMILL.  IT IS STAMPED DUGAN 1951 AND IS FLUSH WITH
 GJ0615'THE GROUND SURFACE.
 GJ0615'
 GJ0615'REFERENCE MARK NO. 1 IS IN THE FARMYARD, 56 FEET SOUTH OF THE
 GJ0615'SOUTHWEST CORNER OF FARMHOUSE AND 4 FEET NORTH OF THE CENTER OF
 GJ0615'WINDMILL.  IT IS STAMPED DUGAN NO 1 1951 AND IS FLUSH WITH THE
 GJ0615'GROUND SURFACE.
 GJ0615'
 GJ0615'REFERENCE MARK NO. 2 IS IN THE FARMYARD, 4 FEET SOUTH OF THE
 GJ0615'SOUTHWEST CORNER OF FARMHOUSE.  IT IS STAMPED DUGAN NO 2 1951 AND IS
 GJ0615'FLUSH WITH THE GROUND SURFACE.
 GJ0615'
 GJ0615'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. NO. 2 IS 51.79 FEET.
 GJ0615'
 GJ0615'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 33 FEET SOUTH OF THE
 GJ0615'CENTER OF AN EAST ROAD AND 1 FOOT WEST OF A POWER LINE POLE AND
 GJ0615'WITNESS POST.  IT IS STAMPED DUGAN 1951 AND PROJECTS 2 INCHES.
 GJ0615'
 GJ0615'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHEAST OF THE
 GJ0615'POST OFFICE IN ALVA, GO SOUTH FOR 0.4 MILE TO U. S. HIGHWAYS 281
 GJ0615'AND 64, TURN RIGHT AND GO WEST FOR 0.2 MILE TO JUNCTION OF THESE
 GJ0615'HIGHWAYS, TURN LEFT AND GO SOUTH ON U. S. HIGHWAY 281 FOR 6.0
 GJ0615'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON DIRT ROAD FOR 5.0
 GJ0615'MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR
 GJ0615'2.0 MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON DIRT ROAD FOR
 GJ0615'1.65 MILES TO A DRIVEWAY INTO FARMYARD ON RIGHT, (CONTINUE EAST
 GJ0615'FOR 0.2 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED) TURN RIGHT AND
 GJ0615'GO SOUTH FOR 0.1 MILE TO FARMYARD AND STATION JUST SOUTH OF HOUSE
 GJ0615'AS DESCRIBED.
 GJ0615'
 GJ0615'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1019 ***********************************************************************
 EM1019  DESIGNATION -  DUKE
 EM1019  PID         -  EM1019
 EM1019  STATE/COUNTY-  OK/JACKSON
 EM1019  COUNTRY     -  US
 EM1019  USGS QUAD   -  PRAIRIE HILL (2018)
 EM1019
 EM1019                         *CURRENT SURVEY CONTROL
 EM1019  ______________________________________________________________________
 EM1019* NAD 83(1993) POSITION- 34 37 05.37042(N) 099 33 54.27235(W)   ADJUSTED
 EM1019* NAVD 88 ORTHO HEIGHT -   454.8   (meters)     1492.    (feet) VERTCON3
 EM1019  ______________________________________________________________________
 EM1019  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 EM1019  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 EM1019  HORZ ORDER      -  SECOND
 EM1019
 EM1019.The horizontal coordinates were established by classical geodetic methods
 EM1019.and adjusted by the National Geodetic Survey in November 1994.
 EM1019
 EM1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1019
 EM1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1019.GEOID18 height accuracy estimate available here.
 EM1019
 EM1019.Click photographs - Photos may exist for this station.
 EM1019
 EM1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1019
 EM1019. The following values were computed from the NAD 83(1993) position.
 EM1019
 EM1019;                    North         East     Units Scale Factor Converg.
 EM1019;SPC OK S     -   143,629.768   456,481.503   MT  0.99993612   -0 53 18.1
 EM1019;SPC OK S     -   471,225.33  1,497,639.73   sFT  0.99993612   -0 53 18.1
 EM1019;UTM  14      - 3,830,844.746   448,197.222   MT  0.99963308   -0 19 15.7
 EM1019
 EM1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1019!SPC OK S     -   0.99993297  x   0.99993612  =   0.99986910
 EM1019!UTM  14      -   0.99993297  x   0.99963308  =   0.99956608
 EM1019
 EM1019:                Primary Azimuth Mark                     Grid Az
 EM1019:SPC OK S     -  DUKE MUNICIPAL TANK                      354 25 59.1
 EM1019:UTM  14      -  DUKE MUNICIPAL TANK                      353 51 56.7
 EM1019
 EM1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4819730844(NAD 83)
 EM1019
 EM1019|---------------------------------------------------------------------|
 EM1019| PID    Reference Object                     Distance      Geod. Az  |
 EM1019|                                                           dddmmss.s |
 EM1019| CX7101 DUKE AZ MK                                         0342751.7 |
 EM1019| EM0907 OLUSTEE CITY WATER TANK             APPROX.15.3 KM 1202154.0 |
 EM1019| CX7103 DUKE RM 2                                          12641     |
 EM1019| EM0983 ELDORADO MUNICIPAL TANK             APPROX.17.5 KM 2024156.0 |
 EM1019| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.17.0 KM 2053622.4 |
 EM1019| EM1018 DUKE MUNICIPAL TANK                 APPROX. 4.9 KM 3533241.0 |
 EM1019| CX7102 DUKE RM 1                                          35505     |
 EM1019|---------------------------------------------------------------------|
 EM1019
 EM1019                          SUPERSEDED SURVEY CONTROL
 EM1019
 EM1019  NAD 83(1986)-  34 37 05.37678(N)    099 33 54.26477(W) AD(       ) 2
 EM1019  NAD 27      -  34 37 05.13000(N)    099 33 52.93400(W) AD(       ) 2
 EM1019  NGVD 29 (07/19/86)  454.6    (m)         1491.     (f) VERT ANG       
 EM1019
 EM1019.Superseded values are not recommended for survey control.
 EM1019
 EM1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1019.See file dsdata.pdf to determine how the superseded data were derived.
 EM1019
 EM1019_MARKER: DS = TRIANGULATION STATION DISK
 EM1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1019_STAMPING: DUKE 1948
 EM1019_MARK LOGO: CGS
 EM1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1019+STABILITY: SURFACE MOTION
 EM1019
 EM1019  HISTORY     - Date     Condition        Report By
 EM1019  HISTORY     - 1948     MONUMENTED       CGS
 EM1019  HISTORY     - 1963     GOOD             CGS
 EM1019  HISTORY     - 1973     GOOD             OKDH
 EM1019  HISTORY     - 20191211 MARK NOT FOUND   OKDOT
 EM1019
 EM1019                          STATION DESCRIPTION
 EM1019
 EM1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1019'THE STATION IS LOCATED ABOUT 3 MILES DUE SOUTH OF DUKE AND
 EM1019'ON LAND OWNED AND OCCUPIED BY MR. WALTER HOLLER.  IT IS
 EM1019'SITUATED ON THE HIGHEST POINT OF A PASTURE.  157 FEET SOUTHWEST
 EM1019'OF THE NORTHEAST CORNER.  THE DISK IS STAMPED DUKE 1948
 EM1019'AND PROJECTS 4 INCHES.
 EM1019'
 EM1019'REFERENCE MARK NO. 1 IS SET 1 FOOT SOUTH OF AN EAST-WEST
 EM1019'FENCE LINE.  THE DISK IS STAMPED DUKE NO 1 1948 AND PROJECTS
 EM1019'6 INCHES.
 EM1019'
 EM1019'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A NORTH-SOUTH FENCE
 EM1019'LINE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED DUKE NO
 EM1019'2 1948.
 EM1019'
 EM1019'THE AZIMUTH MARK IS LOCATED 20 FEET WEST OF THE CENTER OF
 EM1019'THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE CORNER AND IS SET
 EM1019'IN THE FENCE LINE.  THE DISK IS STAMPED DUKE 1948 AND PROJECTS
 EM1019'5 INCHES.
 EM1019'
 EM1019'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 EM1019'62 AND STATE ROUTE 34, ABOUT 0.5 MILE EAST OF DUKE, GO SOUTH
 EM1019'ON STATE HIGHWAY 34 FOR 2.7 MILES TO THE HOLLER HOME AND
 EM1019'THE AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE SOUTH ON
 EM1019'THE HIGHWAY FOR 0.5 MILE TO FENCE CORNER AND WIRE GATE ON
 EM1019'THE RIGHT, TURN RIGHT THROUGH THE GATE AND GO WEST ACROSS
 EM1019'FIELD FOR 0.2 MILE TO FENCE CORNER, TAKE FENCE DOWN AND
 EM1019'GO NORTH FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 EM1019'THE LAST 0.4 MILE CAN ONLY BE DRIVEN IN DRY WEATHER AND
 EM1019'WITH THE LAND OWNERS CONSENT.
 EM1019'
 EM1019'AN 87 FOOT SIGNAL AT QUARRY IS VISIBLE AT 4 FEET.
 EM1019'
 EM1019'A 4 FOOT SIGNAL AT VICTORY IS VISIBLE AT 4 FEET.
 EM1019'
 EM1019'A 74 FOOT SIGNAL AT ALTUS IS VISIBLE AT 4 FEET.
 EM1019'
 EM1019'A 4 FOOT SIGNAL AT BUTTE 1923 IS VISIBLE AT 30 FEET.
 EM1019'
 EM1019'A 4 FOOT SIGNAL AT ELDORADO 1923 IS VISIBLE AT 4 FEET.
 EM1019'
 EM1019'A 4 FOOT SIGNAL AT LOONEY IS VISIBLE AT 4 FEET.
 EM1019'
 EM1019'A 4 FOOT SIGNAL AT GOULD 1923 IS VISIBLE AT 4 FEET.
 EM1019'
 EM1019'A 4 FOOT SIGNAL AT MC QUEEN IS VISIBLE AT 4 FEET.
 EM1019
 EM1019                          STATION RECOVERY (1963)
 EM1019
 EM1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1019'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EM1019'AND FOUND IN GOOD CONDITION AS DESCRIBED.
 EM1019'
 EM1019'THE AZIMUTH MARK WAS DESTROYED WHEN THE HIGHWAY WAS WIDENED
 EM1019'AND IMPROVED AS PER IMFORMATION OBTAINED FROM THE PEOPLE
 EM1019'WHO LIVE AT THE SITE OF THE AZIMUTH MARK.
 EM1019'
 EM1019'THE TO REACH IS ENTIRELY ADEQUATE.
 EM1019
 EM1019                          STATION RECOVERY (1973)
 EM1019
 EM1019'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1973 (DW)
 EM1019'DUKE 1948 RECOVERED IN GOOD CONDITION.
 EM1019'
 EM1019'R.M. NO. 1 1948 RECOVERED IN GOOD CONDITION.
 EM1019'
 EM1019'R.M. NO. 2 1948 RECOVERED IN GOOD CONDITION.
 EM1019'
 EM1019'AZIMUTH MARK 1948 DESTROYED WHEN HIGHWAY WAS WIDENED.
 EM1019'
 EM1019'DESCRIPTION IS ADEQUATE TO REACH.
 EM1019
 EM1019                          STATION RECOVERY (2019)
 EM1019
 EM1019'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SJP)
 EM1019'MARK NOT FOUND - NEED PERMISSION FROM LAND OWNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1018 ***********************************************************************
 EM1018  DESIGNATION -  DUKE MUNICIPAL TANK
 EM1018  PID         -  EM1018
 EM1018  STATE/COUNTY-  OK/JACKSON
 EM1018  COUNTRY     -  US
 EM1018  USGS QUAD   -  DUKE (2018)
 EM1018
 EM1018                         *CURRENT SURVEY CONTROL
 EM1018  ______________________________________________________________________
 EM1018* NAD 83(1993) POSITION- 34 39 43.46011(N) 099 34 15.92024(W)   ADJUSTED
 EM1018  ______________________________________________________________________
 EM1018  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 EM1018  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 EM1018  HORZ ORDER      -  THIRD
 EM1018
 EM1018.The horizontal coordinates were established by classical geodetic methods
 EM1018.and adjusted by the National Geodetic Survey in November 1994.
 EM1018
 EM1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1018.GEOID18 height accuracy estimate available here.
 EM1018
 EM1018.Click photographs - Photos may exist for this station.
 EM1018
 EM1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1018
 EM1018. The following values were computed from the NAD 83(1993) position.
 EM1018
 EM1018;                    North         East     Units Scale Factor Converg.
 EM1018;SPC OK S     -   148,508.968   456,005.939   MT  0.99993686   -0 53 30.4
 EM1018;SPC OK S     -   487,233.17  1,496,079.48   sFT  0.99993686   -0 53 30.4
 EM1018;UTM  14      - 3,835,717.523   447,673.543   MT  0.99963375   -0 19 29.3
 EM1018
 EM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4767335717(NAD 83)
 EM1018
 EM1018                          SUPERSEDED SURVEY CONTROL
 EM1018
 EM1018  NAD 83(1986)-  34 39 43.46592(N)    099 34 15.91322(W) AD(       ) 3
 EM1018  NAD 27      -  34 39 43.22600(N)    099 34 14.58100(W) AD(       ) 3
 EM1018
 EM1018.Superseded values are not recommended for survey control.
 EM1018
 EM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1018.See file dsdata.pdf to determine how the superseded data were derived.
 EM1018
 EM1018_MARKER: 53 = ELEVATED TANK
 EM1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1018+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2015
 EM1018
 EM1018  HISTORY     - Date     Condition        Report By
 EM1018  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM1018  HISTORY     - 1961     GOOD             CGS
 EM1018  HISTORY     - 1963     GOOD             CGS
 EM1018  HISTORY     - 20150905 GOOD             GEOCAC
 EM1018
 EM1018                          STATION DESCRIPTION
 EM1018
 EM1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1018'STATION IS LOCATED IN THE BUSINESS DISTRICT OF THE VILLAGE
 EM1018'OF DUKE, 1/2 BLOCK NORTH OF U.S. HIGHWAY NO. 62.  THE TANK
 EM1018'IS SUPPORTED BY 4 STEEL LEGS AND THE POINT LOCATED WAS A
 EM1018'SMALL BALL AT THE APEX OF TANK.  THE BALL IS 105 FEET ABOVE
 EM1018'THE GROUND.
 EM1018
 EM1018                          STATION RECOVERY (1961)
 EM1018
 EM1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1018'THE STATION IS THE WATER TANK FOR THE CITY OF DUKE, CENTRALLY
 EM1018'LOCATED IN THE CITY DUKE, IT IS A 4-LEGGED STEEL STRUCTURE
 EM1018'PAINTED SILVER.
 EM1018'
 EM1018'IT HAS AN OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE
 EM1018'APEX WAS THE POINT OBSERVED UPON.
 EM1018
 EM1018                          STATION RECOVERY (1963)
 EM1018
 EM1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1018'STATION RECOVERED AS DESCRIBED.
 EM1018
 EM1018                          STATION RECOVERY (2015)
 EM1018
 EM1018'RECOVERY NOTE BY GEOCACHING 2015
 EM1018'WATER TANK IS STILL IN USE AND IN GOOD CONDITION.  BALL ON TOP IS
 EM1018'STILL PRESENT FOR OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0574 ***********************************************************************
 EM0574  DESIGNATION -  DUNCAN
 EM0574  PID         -  EM0574
 EM0574  STATE/COUNTY-  OK/STEPHENS
 EM0574  COUNTRY     -  US
 EM0574  USGS QUAD   -  EMPIRE CITY (2018)
 EM0574
 EM0574                         *CURRENT SURVEY CONTROL
 EM0574  ______________________________________________________________________
 EM0574* NAD 83(2011) POSITION- 34 28 30.84360(N) 098 02 47.17077(W)   ADJUSTED
 EM0574* NAD 83(2011) ELLIP HT-   347.746 (meters)        (06/27/12)   ADJUSTED
 EM0574* NAD 83(2011) EPOCH   -  2010.00
 EM0574* NAVD 88 ORTHO HEIGHT -   373.9   (meters)     1227.    (feet) VERTCON3
 EM0574  ______________________________________________________________________
 EM0574  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 EM0574  NAD 83(2011) X  -   -736,815.725 (meters)                     COMP
 EM0574  NAD 83(2011) Y  - -5,212,062.362 (meters)                     COMP
 EM0574  NAD 83(2011) Z  -  3,590,224.336 (meters)                     COMP
 EM0574  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 EM0574
 EM0574  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0574  Standards:
 EM0574         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0574            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0574  -------------------------------------------------------------------
 EM0574  NETWORK    5.72   7.31           2.41   2.18   3.73     -0.33427237
 EM0574  -------------------------------------------------------------------
 EM0574  Click here for local accuracies and other accuracy information.
 EM0574
 EM0574.The horizontal coordinates were established by GPS observations
 EM0574.and adjusted by the National Geodetic Survey in June 2012.
 EM0574
 EM0574.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0574.been affixed to the stable North American tectonic plate. See 
 EM0574.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0574
 EM0574.The horizontal coordinates are valid at the epoch date displayed above
 EM0574.which is a decimal equivalence of Year/Month/Day.
 EM0574
 EM0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0574
 EM0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0574.GEOID18 height accuracy estimate available here.
 EM0574
 EM0574.Click photographs - Photos may exist for this station.
 EM0574
 EM0574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0574
 EM0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0574
 EM0574.The ellipsoidal height was determined by GPS observations
 EM0574.and is referenced to NAD 83.
 EM0574
 EM0574. The following values were computed from the NAD 83(2011) position.
 EM0574
 EM0574;                    North         East     Units Scale Factor Converg.
 EM0574;SPC OK S     -   126,664.217   595,734.294   MT  0.99993774   -0 01 34.9
 EM0574;SPC OK S     -   415,564.19  1,954,504.93   sFT  0.99993774   -0 01 34.9
 EM0574;UTM  14      - 3,815,263.557   587,567.584   MT  0.99969452   +0 32 23.3
 EM0574
 EM0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0574!SPC OK S     -   0.99994542  x   0.99993774  =   0.99988316
 EM0574!UTM  14      -   0.99994542  x   0.99969452  =   0.99963995
 EM0574
 EM0574:                Primary Azimuth Mark                     Grid Az
 EM0574:SPC OK S     -  DUNCAN AZ MK                             038 56 56.5
 EM0574:UTM  14      -  DUNCAN AZ MK                             038 22 58.3
 EM0574
 EM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8756715263(NAD 83)
 EM0574
 EM0574|---------------------------------------------------------------------|
 EM0574| PID    Reference Object                     Distance      Geod. Az  |
 EM0574|                                                           dddmmss.s |
 EM0574| EM0691 T1S R8W SECS 9 16 QUAR SEC COR      439.510 METERS 0372853.6 |
 EM0574| EM0692 DUNCAN AZ MK                        428.117 METERS 0385521.6 |
 EM0574| EL0998 DUNCAN BAPTIST CHURCH SPIRE         APPROX. 8.9 KM 0682336.6 |
 EM0574| EM0693 DUNCAN RM 3                         117.528 METERS 10318     |
 EM0574| CX7117 DUNCAN RM                           189.320 METERS 11710     |
 EM0574| EM0694 DUNCAN RM 4                          89.402 METERS 19217     |
 EM0574|---------------------------------------------------------------------|
 EM0574
 EM0574                          SUPERSEDED SURVEY CONTROL
 EM0574
 EM0574  NAD 83(2007)-  34 28 30.84352(N)    098 02 47.17135(W) AD(2002.00) 0
 EM0574  ELLIP H (02/10/07)  347.756  (m)                       GP(2002.00)    
 EM0574  ELLIP H (06/19/02)  347.818  (m)                       GP(       ) 5 1
 EM0574  NAD 83(1993)-  34 28 30.84425(N)    098 02 47.17122(W) AD(       ) 1
 EM0574  ELLIP H (11/28/94)  347.855  (m)                       GP(       ) 5 1
 EM0574  NAD 83(1986)-  34 28 30.84771(N)    098 02 47.15702(W) AD(       ) 1
 EM0574  NAD 27      -  34 28 30.55700(N)    098 02 46.02700(W) AD(       ) 1
 EM0574  USSD        -  34 28 30.48800(N)    098 02 46.41200(W) AD(       ) 3
 EM0574  NGVD 29 (12/08/88)  373.8    (m)  RAPSU86  model used  GPS OBS        
 EM0574  NGVD 29             373.20   (m)         1224.4    (f) LEVELING    3  
 EM0574
 EM0574.Superseded values are not recommended for survey control.
 EM0574
 EM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0574.See file dsdata.pdf to determine how the superseded data were derived.
 EM0574
 EM0574_MARKER: N = NAIL
 EM0574_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EM0574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EM0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0574+STABILITY: SURFACE MOTION
 EM0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0574+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM0574
 EM0574  HISTORY     - Date     Condition        Report By
 EM0574  HISTORY     - 1902     MONUMENTED       CGS
 EM0574  HISTORY     - 1934     GOOD             CGS
 EM0574  HISTORY     - 1934     GOOD             OKGS
 EM0574  HISTORY     - 1936     GOOD             CGS
 EM0574  HISTORY     - 1937     GOOD             OKDH
 EM0574  HISTORY     - 1948     GOOD             CGS
 EM0574  HISTORY     - 1963     GOOD             CGS
 EM0574  HISTORY     - 1974     GOOD             NGS
 EM0574  HISTORY     - 1980     GOOD             NGS
 EM0574  HISTORY     - 1988     POOR             NGS
 EM0574
 EM0574                          STATION DESCRIPTION
 EM0574
 EM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EM0574'ABOUT 5 MILES WEST AND 1-1/2 MILES SOUTH OF DUNCAN, IN SCHOOL
 EM0574'SECTION 16, T. 1 S., R. 8 W., ON FLAT-TOPPED HILL WITH WOODS
 EM0574'TO EAST AND NORTH.  SURFACE AND UNDERGROUND MARKS ARE NAILS
 EM0574'IN THE CENTER OF TERRA-COTTA PIPES 4 INCHES IN DIAMETER
 EM0574'AND 2 FEET LONG, FILLED WITH AND SET IN CONCRETE.  THE
 EM0574'UNDERGROUND MARK IS 2 FEET BELOW SURFACE OF GROUND.
 EM0574'REFERENCE MARK IS NAIL IN THE CENTER OF TERRA-COTTA PIPE
 EM0574'FILLED WITH CONCRETE AND SET IN A BLOCK OF CONCRETE 1 FOOT
 EM0574'IN DIAMETER, AND IS ON EDGE OF WOODS, 189.320 METERS (621.13
 EM0574'FEET) FROM STATION, S 62 DEG 50 MIN 25 SEC E.  STONE
 EM0574'AT QUARTER-SECTION CORNER SECS. 9 AND 16, T. 1 S., R. 8 W.,
 EM0574'IS 439.51 METERS (1,442.0 FEET) FROM STATION,
 EM0574'N 37 DEG 28 MIN 55 SEC E.
 EM0574
 EM0574                          STATION RECOVERY (1934)
 EM0574
 EM0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0574'THE ORIGINAL DESCRIPTION IS GOOD.  A WATER TANK HAD BEEN
 EM0574'BUILT OVER THE STATION, BUT WAS LATER REMOVED.  THE STATION
 EM0574'SHOWS NO SIGN OF BEING DAMAGED.  THE REFERENCE MARK 621.13
 EM0574'FEET FROM THE STATION, S 62 DEG 50 MIN 25 SEC E WAS
 EM0574'DESTROYED.  PARTS OF THE CONCRETE WERE LOCATED ON THE SURFACE.
 EM0574'THE STONE AT QUARTER-SECTION CORNER, SECS. 9 AND 16, T. 1
 EM0574'S., R. 8 W., IS GONE.  THE STATION IS ABOUT 5 MILES WEST
 EM0574'AND 1-1/2 MILES SOUTH OF DUNCAN, IN SEC. 16, T. 1 S. R. 8 W.,
 EM0574'ON LAND OWNED BY MR. FIRST.  IT IS NOW AN OIL FIELD.
 EM0574
 EM0574                          STATION RECOVERY (1934)
 EM0574
 EM0574'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 EM0574'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EM0574'CONDITION EXCEPT THAT IT WAS BURIED BENEATH ABOUT 2 FEET
 EM0574'OF EARTH FORMERLY USED AS FOUNDATION FOR A 1,600 BARREL
 EM0574'WATER TANK (OIL FIELD).  THE NAIL WAS FOUND PARTLY RUSTED,
 EM0574'LEAVING ABOUT 1/2 INCH PROTRUDING.  EVIDENCE OF THE REFERENCE
 EM0574'MARK WAS FOUND.  THE REFERENCE MARK HAD BEEN DESTROYED FOR
 EM0574'USE.  BROKEN PIECES OF CONCRETE WERE FOUND BURIED AT THE
 EM0574'ORIGINAL LOCATION OF THE REFERENCE MARK, AND A NEW REFERENCE
 EM0574'MARK WAS ESTABLISHED 379.54 METERS (1,245.2 FEET) FROM
 EM0574'THE STATION, S 05 DEG 06 MIN 41 SEC W.  THE REFERENCE
 EM0574'MARK IS A U.S.C. AND G.S. AND S.S. STANDARD DISK
 EM0574'STAMPED AZ-R 25A 1934 AND SET IN A PRECAST CONCRETE BLOCK 6
 EM0574'INCHES SQUARE AND 3 FEET LONG, THE TOP BEING FLUSH
 EM0574'WITH THE SURFACE OF THE GROUND.  THE CORNER STONE
 EM0574'ORIGINALLY USED AS A REFERENCE HAD BEEN DESTROYED AND
 EM0574'WAS NOT FOUND.
 EM0574
 EM0574                          STATION RECOVERY (1936)
 EM0574
 EM0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM0574'STATION WAS RECOVERED AS DESCRIBED BY W. BOWIE.  THE STATION
 EM0574'MARK IS NOW ON THE TOP OF A BARE HILL ABOUT 150 YARDS NORTH
 EM0574'OF A ROW OF WHITE HOUSES AND 150 YARDS WEST OF A GRADED
 EM0574'ROAD LEADING TO THE HOUSES FROM THE NORTHEAST, AND IS SURROUNDED
 EM0574'BY A LOW DIRT BANK THAT WAS A DIRT FOUNDATION FOR A TANK.
 EM0574'
 EM0574'TO REACH FROM DUNCAN, GO SOUTH ON U.S. HIGHWAY 81 FOR 0.8
 EM0574'MILE, GO WEST PASSING THE TRANSFORMER STATION 3.0 MILES.
 EM0574'TURN LEFT AND GO SOUTH FOR 1.0 MILE.  TURN RIGHT AND GO
 EM0574'WEST FOR 1.0 MILE.  TURN LEFT AND GO SOUTHWEST FOR 0.3 MILE
 EM0574'TO THE EAST END OF THE ROW OF WHITE HOUSES.  THEN TURN RIGHT
 EM0574'AND GO NORTH-NORTHWEST TO THE TOP OF THE HILL AND STATION,
 EM0574'0.1 MILE FROM THE ROAD.
 EM0574
 EM0574                          STATION RECOVERY (1937)
 EM0574
 EM0574'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM0574'C.H. RIGHTMIRE, MANAGER ROAD INVENTORY, STATE HIGHWAY PLANNING
 EM0574'SURVEY, 720 COTTON EXCHANGE BUILDING, OKLAHOMA CITY, SUBMITS
 EM0574'THE FOLLOWING--STATION IS IN THE NORTHWEST QUARTER OF SECTION
 EM0574'16, T. 1 S., R. 8 W., 285 YARDS SOUTH AND 351 YARDS WEST
 EM0574'OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER.
 EM0574
 EM0574                          STATION RECOVERY (1948)
 EM0574
 EM0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0574'THE STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EM0574'ORIGINAL REFERENCE MARKS WERE NOT RECOVERED.  TWO NEW REFERENCE
 EM0574'MARKS NOS 3 AND 4 AND AN AZIMUTH MARK WAS SET.
 EM0574'FOLLOWING IS A COMPLETE DESCRIPTION.
 EM0574'
 EM0574'THE STATION IS LOCATED ABOUT 5.0 MILES WEST AND 1.5 MILES
 EM0574'SOUTH OF DUNCAN ON THE TOP OF A SMALL HILL IN A PASTURE
 EM0574'AND ON LAND OWNED AND OCCUPIED BY MR. FIRST.  IT IS ABOUT
 EM0574'550 FEET NORTH OF THE FIRST HOME, 294 FEET NORTH OF THE
 EM0574'NORTHEAST CORNER OF A SMALL GALVANIZED IRON BARN AND 420 FEET
 EM0574'WEST OF THE CENTER OF NORTH-SOUTH ROAD.  THE MARK IS A
 EM0574'NAIL PROJECTING 1 INCH ABOVE THE SURFACE OF A MASS OF CONCRETE
 EM0574'WITH THE LETTERING U.S.C. AND G.S. 1901 INSCRIBED AROUND
 EM0574'THE CONCRETE.
 EM0574'
 EM0574'REFERENCE MARK NO 3 IS EAST OF THE STATION, 20 FEET WEST OF
 EM0574'THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT NORTH OF TELEPHONE
 EM0574'POLE. IT IS STAMPED DUNCAN NO 3 1948 AND PROJECTS 3 INCHES.
 EM0574'
 EM0574'REFERENCE MARK NO 4 IS SOUTH OF THE STATION, 1 FOOT NORTHEAST
 EM0574'OF THE NORTHEAST CORNER OF THE SMALL GALVANIZED IRON BARN
 EM0574'AND ON THE SOUTH EDGE OF THE PASTURE.  IT IS STAMPED
 EM0574'DUNCAN NO 4 1948 AND PROJECTS 5 INCHES.
 EM0574'
 EM0574'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 EM0574'20 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 20 FEET
 EM0574'SOUTHEAST OF CATTLE GUARD, 2 FEET SOUTH OF WITNESS POST
 EM0574'AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED DUNCAN 1948
 EM0574'AND PROJECTS 3 INCHES.
 EM0574'
 EM0574'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER
 EM0574'OF DUNCAN, GO SOUTH ON U.S. HIGHWAY 81 FOR 0.65 MILE, TURN
 EM0574'RIGHT AND GO WEST FOR 0.25 MILE TO FORKS.  TO WHERE HIGHWAY
 EM0574'81 TURNS LEFT AND A GRAVEL ROAD CONTINUES STRAIGHT AHEAD,
 EM0574'CONTINUE STRAIGHT AHEAD WEST ON GRAVEL ROAD FOR 3.1 MILES TO
 EM0574'CROSSROADS, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO CROSSROADS,
 EM0574'TURN RIGHT AND GO WEST FOR 1.5 MILES TO CATTLE GUARD ON THE
 EM0574'LEFT AND AZIMUTH MARK AS DESCRIBED, CROSS CATTLE GUARD
 EM0574'AND CONTINUE SOUTH ON DIRT ROAD FOR 0.35 MILE TO A POINT
 EM0574'JUST EAST OF WHITE HOUSE, TURN SHARP RIGHT AND GO NORTHWEST
 EM0574'ACROSS PASTURE FOR 0.1 MILE TO SMALL HILL AND STATION AS
 EM0574'DESCRIBED.
 EM0574'
 EM0574'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER
 EM0574'
 EM0574'A 47 FOOT SIGNAL AT STATION ZELLA IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 100 FOOT SIGNAL AT STATION BURNS IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 74 FOOT SIGNAL AT STATION OSARIA-MARLOW USGS 2 IS VISIBLE
 EM0574'AT 37 FEET
 EM0574'
 EM0574'A 47 FOOT SIGNAL AT STATION WILLIAMS IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION RESERVOIR IS VISIBLE FROM THE
 EM0574'GROUND
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION GADDIS IS VISIBLE FROM THE GROUND
 EM0574'
 EM0574'A 47 FOOT SIGNAL AT STATION ARBUCKLE-VELMA USGS 1902 IS
 EM0574'VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION BEAVER IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION HULEN IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 47 FOOT SIGNAL AT STATION DEE CEE IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION COMANCHE IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 47 FOOT SIGNAL AT STATION ADDINGTON IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION TEMPLE IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 50 FOOT SIGNAL AT STATION WALTERS IS VISIBLE AT 37 FEET
 EM0574'
 EM0574'A 4 FOOT SIGNAL AT STATION MONUMENT 1902 IS VISIBLE AT 37 FEET
 EM0574
 EM0574                          STATION RECOVERY (1963)
 EM0574
 EM0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0574'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 EM0574'IN THE 1948 DESCRIPTION AND FOUND IN GOOD CONDITION.
 EM0574'
 EM0574'TELEPHONE POLE USED AS A REFERENCE TO MARK NUMBER THREE HAS
 EM0574'BEEN REMOVED.
 EM0574'
 EM0574'R.M. NO. 4 IS 92.0 FEET WEST-NORTHWEST FROM THE NORTHWEST
 EM0574'CORNER OF AN 8 X 8-FOOT CONCRETE BLOCK BUILDING AND IN THE
 EM0574'CENTER OF A BLADED FIRE BREAK NORTH OF A ROW OF HOUSES.  THE
 EM0574'MARK PROJECTS 3 INCHES.
 EM0574'
 EM0574'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 EM0574'HIGHWAY 7 AT THE SOUTHWEST EDGE OF DUNCAN, GO WEST ON SURFACED
 EM0574'ROAD FOR 3.85 MILES TO A CROSSROADS, TURN LEFT, GO SOUTH
 EM0574'ON SURFACED ROAD FOR 1.0 MILE TO CROSSROADS, TURN RIGHT, GO WEST
 EM0574'FOR 0.5 MILE TO CATTLE GUARD ON THE LEFT AND AZIMUTH
 EM0574'MARK AS DESCRIBED.  TURN LEFT ACROSS CATTLE GUARD AND GO
 EM0574'SOUTHWEST FOR 0.3 MILE, LEAVE ROAD, TURN RIGHT AND GO NORTHWEST
 EM0574'ABOUT 0.15 MILE TO HIGHEST POINT AND STATION.
 EM0574
 EM0574                          STATION RECOVERY (1974)
 EM0574
 EM0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0574'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EM0574'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE
 EM0574'MARK NO. 3, THE DIRECTION TO THE REFERENCE MARKS WERE CHECKED.
 EM0574'
 EM0574'THE U.S. ARMY REQUESTED THAT A TRAVERSE TIE BE MADE TO REFERENCE
 EM0574'MARK NO. 3.
 EM0574'
 EM0574'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EM0574'
 EM0574'THE STATION IS LOCATED ON A GRASSY COVERED KNOLL, THAT IS
 EM0574'ABOUT 5 MILES WEST-SOUTHWEST OF DUNCAN.
 EM0574'
 EM0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EM0574'81 AND STATE HIGHWAY 7, WHICH IS LOCATED AT THE SOUTHWEST
 EM0574'EDGE OF DUNCAN.  GO WEST ON SURFACE ROAD FOR 3.65 MILES
 EM0574'TO CROSSROADS, TURN LEFT AND GO SOUTH ON SURFACE ROAD
 EM0574'FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND GO WEST ON
 EM0574'SURFACE ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD
 EM0574'WILL JOG TO THE LEFT AND CATTLE-GUARD, AND AZIMUTH MARK
 EM0574'ON THE LEFT IN FENCE-LINE.  CONTINUE SOUTHWESTERLY ON SURFACE
 EM0574'ROAD FOR 0.3 MILE TO REFERENCE MARK NO. 3 ON THE RIGHT AND
 EM0574'STATION WEST OF REFERENCE MARK, ON HIGHEST POINT OF KNOLL.
 EM0574'
 EM0574'STATION MARK IS A LARGE MASS OF CONCRETE, THAT IS FLUSH
 EM0574'WITH THE GROUND, WITH THE FOLLOWING LETTERS AND NUMBERS INSCRIBED
 EM0574'AROUND THE MASS OF CONCRETE, U.S.C. AND G.S. 1901 AND A
 EM0574'NAIL WHICH HAS NOW RUSTED OFF AND IS FLUSH WITH THE CONCRETE
 EM0574'MARKING THE POINT OF INTERSECTION.  IT IS 413 FEET WEST
 EM0574'OF THE CENTER OF SURFACE ROAD, 403 FEET NORTH OF GATE IN
 EM0574'YARD FENCE AND 322 FEET NORTH OF A SMALL CONCRETE BLOCK
 EM0574'SHED.
 EM0574'
 EM0574'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP
 EM0574'OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES
 EM0574'AND IS STAMPED DUNCAN NO 3 1948.  IT IS 28 FEET WEST OF
 EM0574'THE CENTER OF SURFACE ROAD AND 2 FEET NORTH OF A METAL
 EM0574'WITNESS POST.
 EM0574'
 EM0574'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP
 EM0574'OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES
 EM0574'AND IS STAMPED DUNCAN NO 4 1948.  IT IS 110 FEET NORTH OF
 EM0574'GATE IN YARD FENCE, 115 FEET NORTHEAST OF A TELEPHONE POLE,
 EM0574'92 FEET WEST-NORTHWEST OF A SMALL CONCRETE BLOCK SHED AND
 EM0574'1-FOOT WEST OF A METAL WITNESS POST.
 EM0574'
 EM0574'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EM0574'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED
 EM0574'DUNCAN 1948.  IT IS 24 FEET EAST OF THE CENTER OF SURFACE
 EM0574'ROAD, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CATTLE-GUARD,
 EM0574'1-FOOT WEST OF FENCE-LINE AND 1-FOOT NORTHWEST OF METAL WITNESS
 EM0574'POST.
 EM0574'
 EM0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EM0574'WSW DUNCAN
 EM0574
 EM0574                          STATION RECOVERY (1980)
 EM0574
 EM0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JGC)
 EM0574'USC AND GS 1901 INSCRIBED IN CONCRETE.  GOOD CONDITION.
 EM0574'
 EM0574'DUNCAN NO 3 1948 RECOVERED GOOD.
 EM0574'
 EM0574'DUNCAN NO 4 1948 RECOVERED GOOD.
 EM0574'
 EM0574'DUNCAN 1948 (AZI MK) RECOVERED GOOD.
 EM0574
 EM0574                          STATION RECOVERY (1988)
 EM0574
 EM0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0574'THE STATION WAS RECOVERED AT THIS DATE.
 EM0574'
 EM0574'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EM0574'WEST-SOUTHWEST OF DUNCAN AND ON A PROMINENT GRASSY KNOLL.
 EM0574'OWNERSHIP--THOMAS J. JONES, SUITE 302, SECURITY NATIONAL BANK
 EM0574'BUILDING, DUNCAN OK 73533, PHONE 405-255-6792.
 EM0574'
 EM0574'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 81 AND
 EM0574'BOIS DARC ROAD IN SOUTHWEST DUNCAN, GO WEST ON BOIS DARC ROAD FOR
 EM0574'5.9 KM (3.65 MI) TO A CROSSROAD AND A ELECTRICAL SUBSTATION ON THE
 EM0574'RIGHT.  TURN LEFT AND GO SOUTH FOR 1.6 KM (1.0 MI) TO A CROSSROAD.
 EM0574'TURN RIGHT AND GO WEST FOR 0.7 KM (0.45 MI) TO WHERE ROAD TURNS
 EM0574'LEFT OVER A CATTLE GUARD.  CONTINUE SOUTHWEST FOR 0.6 KM (0.4 MI)
 EM0574'TO WHERE ROAD CURVES TO THE RIGHT AND A DIRT LANE GOES TO THE
 EM0574'NORTHEAST.  TURN SHARP RIGHT ONTO DIRT LANE FOR 0.1 KM (0.05 MI) TO
 EM0574'A PIPE GATE.  PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.2 KM
 EM0574'(0.1 MI) TO TOP OF KNOLL AND THE STATION.
 EM0574'
 EM0574'THE STATION IS THE REMAINS OF A RUSTY NAIL SET IN THE TOP OF A
 EM0574'LARGE IRREGULAR MASS OF CONCRETE.  THE CONCRETE HAS USCGS 1901
 EM0574'INSCRIBED IN TOP OF CONCRETE.
 EM0574'LOCATED 117 METERS (384.0 FT) WEST OF RM 3, 146 METERS (479 FT)
 EM0574'NORTH OF RM 4 AND 0.9 METER (3.0 FT) SOUTH OF A FIBERGLASS WITNESS
 EM0574'POST.
 EM0574'
 EM0574'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0574'
 EM0574'THIS STATION IS NOT A VERY GOOD STATION BECAUSE OF THE NAIL BEING
 EM0574'RUSTED SO BAD.
 EM0574'
 EM0574'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0071 ***********************************************************************
 EM0071  DESIGNATION -  DUNCAN
 EM0071  PID         -  EM0071
 EM0071  STATE/COUNTY-  OK/STEPHENS
 EM0071  COUNTRY     -  US
 EM0071  USGS QUAD   -  EMPIRE CITY (2018)
 EM0071
 EM0071                         *CURRENT SURVEY CONTROL
 EM0071  ______________________________________________________________________
 EM0071* NAD 83(1986) POSITION- 34 28 30.     (N) 098 02 47.     (W)   SCALED
 EM0071* NAVD 88 ORTHO HEIGHT -   373.280 (meters)     1224.67  (feet) POSTED
 EM0071  ______________________________________________________________________
 EM0071  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 EM0071  DYNAMIC HEIGHT  -        372.90  (meters)     1223.4   (feet) COMP
 EM0071  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 EM0071
 EM0071  VERT ORDER      -  * POSTED, SEE BELOW
 EM0071
 EM0071.The horizontal coordinates were scaled from a map and have
 EM0071.an estimated accuracy of +/- 6 seconds.
 EM0071
 EM0071.The orthometric height was determined by differential leveling
 EM0071.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0071
 EM0071.* This is a POSTED BENCH MARK height.
 EM0071
 EM0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0071.GEOID18 height accuracy estimate available here.
 EM0071
 EM0071.Click photographs - Photos may exist for this station.
 EM0071
 EM0071.The dynamic height is computed by dividing the NAVD 88
 EM0071.geopotential number by the normal gravity value computed on the
 EM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0071.degrees latitude (g = 980.6199 gals.).
 EM0071
 EM0071.The modeled gravity was interpolated from observed gravity values.
 EM0071
 EM0071;                    North         East    Units  Estimated Accuracy
 EM0071;SPC OK S     -   126,640.      595,740.      MT  (+/- 180 meters Scaled)
 EM0071
 EM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND875152(NAD 83)
 EM0071
 EM0071                          SUPERSEDED SURVEY CONTROL
 EM0071
 EM0071  NGVD 29 (??/??/92)  373.202  (m)         1224.41   (f) ADJ UNCH    1 2
 EM0071
 EM0071.Superseded values are not recommended for survey control.
 EM0071
 EM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0071.See file dsdata.pdf to determine how the superseded data were derived.
 EM0071
 EM0071_MARKER: Q = CHISELED SQUARE
 EM0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0071
 EM0071  HISTORY     - Date     Condition        Report By
 EM0071  HISTORY     - 1901     MONUMENTED       CGS
 EM0071
 EM0071                          STATION DESCRIPTION
 EM0071
 EM0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1901
 EM0071'6.5 MI SW FROM DUNCAN.
 EM0071'5.0 MILES WEST AND 1.5 MILES SOUTH OF DUNCAN, STEPHENS COUNTY.  THIS
 EM0071'BENCH MARK MAY BE REACHED FROM THE TRAFFIC LIGHT IN THE CENTER OF TOWN
 EM0071'BY GOING 0.6 MILE SOUTH ALONG U.S. HIGHWAY 81, THENCE 0.2 MILE WEST TO
 EM0071'A ROAD FORK (U.S. HIGHWAY 81 TURNS LEFT AND A GRAVEL ROAD CONTINUES
 EM0071'STRAIGHT AHEAD), CONTINUE STRAIGHT AHEAD (WEST) 3.1 MILES ALONG THE
 EM0071'GRAVEL ROAD TO A ROAD  INTERSECTION, THENCE 1.0 MILE SOUTH, THENCE 1.5
 EM0071'MILES WEST TO A CATTLEGUARD, CROSS THE CATTLEGUARD AND CONTINUE SOUTH
 EM0071'0.4 MILE ALONG A DIRT ROAD TO A POINT JUST EAST OF A WHITE HOUSE, AND
 EM0071'TURN SHARP RIGHT AND GO NORTHWEST ACROSS A PASTURE FOR 0.1 MILE TO A
 EM0071'SMALL HILL.  IT IS ON THE TOP OF THE SMALL HILL, ON LAND OWNED AND
 EM0071'OCCUPIED BY MR. FIRST, 550 FEET NORTH OF THE FIRST HOME, 294 FEET
 EM0071'NORTH OF THE NORTHEAST CORNER OF A SMALL GALVANIZED-IRON BARN, 420
 EM0071'FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, IN THE TOP
 EM0071'OF A CONCRETE-FILLED TERRA-COTTA PIPE, AND 4 INCHES WEST OF A NAIL
 EM0071'PROJECTING 1 INCH ABOVE THE SURFACE OF THE MASS OF CONCRETE WITH THE
 EM0071'LETTERS USC AND GS 1901 INSCRIBED AROUND THE CONCRETE. THE BOTTOM OF A
 EM0071'SQUARE HOLE.  NOTE-- THE NAIL MARKS THE TRIANGULATION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0573 ***********************************************************************
 EL0573  DESIGNATION -  DUNCAN 2
 EL0573  PID         -  EL0573
 EL0573  STATE/COUNTY-  OK/STEPHENS
 EL0573  COUNTRY     -  US
 EL0573  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0573
 EL0573                         *CURRENT SURVEY CONTROL
 EL0573  ______________________________________________________________________
 EL0573* NAD 83(1986) POSITION- 34 30 01.     (N) 097 57 26.     (W)   SCALED
 EL0573* NAVD 88 ORTHO HEIGHT -   342.929 (meters)     1125.09  (feet) ADJUSTED
 EL0573  ______________________________________________________________________
 EL0573  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 EL0573  DYNAMIC HEIGHT  -        342.575 (meters)     1123.93  (feet) COMP
 EL0573  MODELED GRAVITY -    979,595.2   (mgal)                       NAVD 88
 EL0573
 EL0573  VERT ORDER      -  SECOND    CLASS 0
 EL0573
 EL0573.The horizontal coordinates were scaled from a map and have
 EL0573.an estimated accuracy of +/- 6 seconds.
 EL0573
 EL0573.The orthometric height was determined by differential leveling and
 EL0573.adjusted by the NATIONAL GEODETIC SURVEY
 EL0573.in June 1991.
 EL0573
 EL0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0573.GEOID18 height accuracy estimate available here.
 EL0573
 EL0573.Click photographs - Photos may exist for this station.
 EL0573
 EL0573.The dynamic height is computed by dividing the NAVD 88
 EL0573.geopotential number by the normal gravity value computed on the
 EL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0573.degrees latitude (g = 980.6199 gals.).
 EL0573
 EL0573.The modeled gravity was interpolated from observed gravity values.
 EL0573
 EL0573;                    North         East    Units  Estimated Accuracy
 EL0573;SPC OK S     -   129,440.      603,930.      MT  (+/- 180 meters Scaled)
 EL0573
 EL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND957181(NAD 83)
 EL0573
 EL0573                          SUPERSEDED SURVEY CONTROL
 EL0573
 EL0573  NGVD 29 (??/??/92)  342.843  (m)         1124.81   (f) ADJ UNCH    2 0
 EL0573
 EL0573.Superseded values are not recommended for survey control.
 EL0573
 EL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0573.See file dsdata.pdf to determine how the superseded data were derived.
 EL0573
 EL0573_MARKER: DB = BENCH MARK DISK
 EL0573_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EL0573_SP_SET: SIDEWALK
 EL0573_STAMPING: DUNCAN 2
 EL0573_MARK LOGO: CGS
 EL0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0573
 EL0573  HISTORY     - Date     Condition        Report By
 EL0573  HISTORY     - 1934     MONUMENTED       CGS
 EL0573  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0573
 EL0573                          STATION DESCRIPTION
 EL0573
 EL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0573'IN THE TOWN OF DUNCAN BRONZE TABLET IN EAST SIDE WALL OF STEPS
 EL0573'TO DUNCAN POST OFFICE, 89 FEET WEST OF CENTERLINE OF EIGHT
 EL0573'STREET, 65 FEET SOUTH OF CENTERLINE OF WILLOW AVENUE, 46.5
 EL0573'FEET WEST OF BASE OF FLAG POLE, 41.8 FEET EAST OF CENTERLINE
 EL0573'OF CENTER ENTRANCE TO BUILDING, 19.7 FEET WEST OF NORTHEAST
 EL0573'CORNER OF BUILDING, 2.4 FEET ABOVE SIDEWALK.
 EL0573
 EL0573                          STATION RECOVERY (1986)
 EL0573
 EL0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0573'THERE ARE NEW STEPS AT THE POST OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0692 ***********************************************************************
 EM0692  DESIGNATION -  DUNCAN AZ MK
 EM0692  PID         -  EM0692
 EM0692  STATE/COUNTY-  OK/STEPHENS
 EM0692  COUNTRY     -  US
 EM0692  USGS QUAD   -  EMPIRE CITY (2018)
 EM0692
 EM0692                         *CURRENT SURVEY CONTROL
 EM0692  ______________________________________________________________________
 EM0692* NAD 83(1993) POSITION- 34 28 41.65322(N) 098 02 36.63056(W)   ADJUSTED
 EM0692* NAVD 88 ORTHO HEIGHT -   371.8   (meters)     1220.    (feet) VERTCON3
 EM0692  ______________________________________________________________________
 EM0692  GEOID HEIGHT    -        -25.541 (meters)                     GEOID18
 EM0692  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 EM0692  HORZ ORDER      -  SECOND
 EM0692
 EM0692.The horizontal coordinates were established by classical geodetic methods
 EM0692.and adjusted by the National Geodetic Survey in November 1994.
 EM0692
 EM0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0692
 EM0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0692.GEOID18 height accuracy estimate available here.
 EM0692
 EM0692.Click photographs - Photos may exist for this station.
 EM0692
 EM0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0692
 EM0692. The following values were computed from the NAD 83(1993) position.
 EM0692
 EM0692;                    North         East     Units Scale Factor Converg.
 EM0692;SPC OK S     -   126,997.166   596,003.392   MT  0.99993764   -0 01 28.9
 EM0692;SPC OK S     -   416,656.54  1,955,387.80   sFT  0.99993764   -0 01 28.9
 EM0692;UTM  14      - 3,815,599.067   587,833.315   MT  0.99969509   +0 32 29.4
 EM0692
 EM0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0692!SPC OK S     -   0.99994565  x   0.99993764  =   0.99988330
 EM0692!UTM  14      -   0.99994565  x   0.99969509  =   0.99964076
 EM0692
 EM0692:                Primary Azimuth Mark                     Grid Az
 EM0692:SPC OK S     -  DUNCAN                                   218 56 56.5
 EM0692:UTM  14      -  DUNCAN                                   218 22 58.2
 EM0692
 EM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8783315599(NAD 83)
 EM0692
 EM0692|---------------------------------------------------------------------|
 EM0692| PID    Reference Object                     Distance      Geod. Az  |
 EM0692|                                                           dddmmss.s |
 EM0692| EM0693 DUNCAN RM 3                         391.892 METERS 20314     |
 EM0692| EM0574 DUNCAN                              428.117 METERS 2185527.6 |
 EM0692|---------------------------------------------------------------------|
 EM0692
 EM0692                          SUPERSEDED SURVEY CONTROL
 EM0692
 EM0692  NAD 83(1986)-  34 28 41.65665(N)    098 02 36.61638(W) AD(       ) 2
 EM0692  NAD 27      -  34 28 41.36607(N)    098 02 35.48657(W) AD(       ) 2
 EM0692  NGVD 29 (07/19/86)  371.7    (m)         1219.     (f) VERT ANG       
 EM0692
 EM0692.Superseded values are not recommended for survey control.
 EM0692
 EM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0692.See file dsdata.pdf to determine how the superseded data were derived.
 EM0692
 EM0692_MARKER: DZ = AZIMUTH MARK DISK
 EM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0692_STAMPING: DUNCAN 1948
 EM0692_MARK LOGO: CGS
 EM0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0692+STABILITY: SURFACE MOTION
 EM0692
 EM0692  HISTORY     - Date     Condition        Report By
 EM0692  HISTORY     - 1948     MONUMENTED       CGS
 EM0692  HISTORY     - 1974     GOOD             NGS
 EM0692
 EM0692                          STATION DESCRIPTION
 EM0692
 EM0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0692'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 81 AND STATE
 EM0692'HIGHWAY 7, WHICH IS LOCATED AT THE SOUTHWEST EDGE OF DUNCAN.  GO
 EM0692'WEST ON SURFACE ROAD FOR 3.65 MILES TO CROSSROADS, TURN LEFT AND GO
 EM0692'SOUTH ON SURFACE ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND
 EM0692'GO WEST ON SURFACE ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD
 EM0692'WILL JOG TO THE LEFT AND CATTLE-GUARD, AND AZIMUTH MARK ON THE LEFT
 EM0692'IN FENCE-LINE.  CONTINUE SOUTHWESTERLY ON SURFACE ROAD FOR
 EM0692'0.3 MILE TO REFERENCE MARK NO. 3 ON THE RIGHT AND STATION WEST OF
 EM0692'REFERENCE MARK, ON HIGHEST POINT OF KNOLL.
 EM0692'
 EM0692'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 EM0692'POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED DUNCAN 1948.  IT
 EM0692'IS 24 FEET EAST OF THE CENTER OF SURFACE ROAD, 17 FEET SOUTHEAST
 EM0692'OF THE SOUTHEAST CORNER OF CATTLE-GUARD, 1-FOOT WEST OF FENCE-LINE
 EM0692'AND 1-FOOT NORTHWEST OF METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0998 ***********************************************************************
 EL0998  DESIGNATION -  DUNCAN BAPTIST CHURCH SPIRE
 EL0998  PID         -  EL0998
 EL0998  STATE/COUNTY-  OK/STEPHENS
 EL0998  COUNTRY     -  US
 EL0998  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0998
 EL0998                         *CURRENT SURVEY CONTROL
 EL0998  ______________________________________________________________________
 EL0998* NAD 83(1993) POSITION- 34 30 17.23251(N) 097 57 22.33052(W)   ADJUSTED
 EL0998  ______________________________________________________________________
 EL0998  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 EL0998  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 EL0998  HORZ ORDER      -  THIRD
 EL0998
 EL0998.The horizontal coordinates were established by classical geodetic methods
 EL0998.and adjusted by the National Geodetic Survey in November 1994.
 EL0998
 EL0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0998.GEOID18 height accuracy estimate available here.
 EL0998
 EL0998.Click photographs - Photos may exist for this station.
 EL0998
 EL0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0998
 EL0998. The following values were computed from the NAD 83(1993) position.
 EL0998
 EL0998;                    North         East     Units Scale Factor Converg.
 EL0998;SPC OK S     -   129,942.197   604,021.839   MT  0.99993690   +0 01 29.5
 EL0998;SPC OK S     -   426,318.69  1,981,694.98   sFT  0.99993690   +0 01 29.5
 EL0998;UTM  14      - 3,818,622.503   595,820.397   MT  0.99971317   +0 35 28.8
 EL0998
 EL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9582018622(NAD 83)
 EL0998
 EL0998                          SUPERSEDED SURVEY CONTROL
 EL0998
 EL0998  NAD 83(1986)-  34 30 17.23626(N)    097 57 22.31584(W) AD(       ) 3
 EL0998  NAD 27      -  34 30 16.95000(N)    097 57 21.20000(W) AD(       ) 3
 EL0998  USSD        -  34 30 16.87000(N)    097 57 21.58000(W) AD(       ) 3
 EL0998
 EL0998.Superseded values are not recommended for survey control.
 EL0998
 EL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0998.See file dsdata.pdf to determine how the superseded data were derived.
 EL0998
 EL0998_MARKER: 90 = CHURCH SPIRE
 EL0998
 EL0998  HISTORY     - Date     Condition        Report By
 EL0998  HISTORY     - 1902     FIRST OBSERVED   CGS
 EL0998  HISTORY     - 1934     GOOD             CGS
 EL0998
 EL0998                          STATION DESCRIPTION
 EL0998
 EL0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0998'GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9791 ***********************************************************************
 DG9791  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9791  DESIGNATION -  DUNCAN CORS ARP
 DG9791  CORS_ID     -  OKDN
 DG9791  PID         -  DG9791
 DG9791  STATE/COUNTY-  OK/STEPHENS
 DG9791  COUNTRY     -  US
 DG9791  USGS QUAD   -  DUNCAN SOUTH (2018)
 DG9791
 DG9791                         *CURRENT SURVEY CONTROL
 DG9791  ______________________________________________________________________
 DG9791* NAD 83(2011) POSITION- 34 28 45.50158(N) 097 57 59.56004(W)   ADJUSTED
 DG9791* NAD 83(2011) ELLIP HT-   315.478 (meters)        (04/??/25)   ADJUSTED
 DG9791* NAD 83(2011) EPOCH   -  2010.00
 DG9791  ______________________________________________________________________
 DG9791  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 DG9791  NAD 83(2011) X  -   -729,508.311 (meters)                     COMP
 DG9791  NAD 83(2011) Y  - -5,212,805.121 (meters)                     COMP
 DG9791  NAD 83(2011) Z  -  3,590,578.427 (meters)                     COMP
 DG9791
 DG9791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9791  Standards:
 DG9791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9791  -------------------------------------------------------------------
 DG9791  NETWORK    0.34   0.40           0.16   0.10   0.20     -0.36212500
 DG9791  -------------------------------------------------------------------
 DG9791
 DG9791.The coordinates were established by GPS observations
 DG9791.and adjusted by the National Geodetic Survey in April 2025.
 DG9791
 DG9791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9791.been affixed to the stable North American Tectonic Plate. 
 DG9791
 DG9791.The coordinates are valid at the epoch date displayed above
 DG9791.which is a decimal equivalence of Year/Month/Day.
 DG9791
 DG9791.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9791.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9791.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9791.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9791.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9791.published epoch of 2010.00.
 DG9791
 DG9791.Additional information on MYCS is available at:
 DG9791.https://geodesy.noaa.gov/CORS/index.shtml
 DG9791
 DG9791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9791.GEOID18 height accuracy estimate available here.
 DG9791
 DG9791.The PID for the CORS L1 Phase Center is DR1478.
 DG9791
 DG9791.Click photographs - Photos may exist for this station.
 DG9791
 DG9791.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9791
 DG9791.The ellipsoidal height was determined by GPS observations
 DG9791.and is referenced to NAD 83.
 DG9791
 DG9791. The following values were computed from the NAD 83(2011) position.
 DG9791
 DG9791;                    North         East     Units Scale Factor Converg.
 DG9791;SPC OK S     -   127,115.391   603,073.124   MT  0.99993761   +0 01 08.4
 DG9791;SPC OK S     -   417,044.41  1,978,582.41   sFT  0.99993761   +0 01 08.4
 DG9791;UTM  14      - 3,815,787.098   594,899.874   MT  0.99971101   +0 35 06.3
 DG9791
 DG9791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9791!SPC OK S     -   0.99995048  x   0.99993761  =   0.99988809
 DG9791!UTM  14      -   0.99995048  x   0.99971101  =   0.99966150
 DG9791
 DG9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9489915787(NAD 83)
 DG9791
 DG9791                          SUPERSEDED SURVEY CONTROL
 DG9791
 DG9791  NAD 83(2011)-  34 28 45.50168(N)    097 57 59.56012(W) AD(2010.00) c
 DG9791  ELLIP H (06/??/19)  315.469  (m)                       GP(2010.00) c c
 DG9791  NAD 83(2011)-  34 28 45.50165(N)    097 57 59.56009(W) AD(2010.00) c
 DG9791  ELLIP H (08/??/11)  315.460  (m)                       GP(2010.00) c c
 DG9791  NAD 83(CORS)-  34 28 45.50157(N)    097 57 59.56092(W) AD(2002.00) c
 DG9791  ELLIP H (04/??/05)  315.462  (m)                       GP(2002.00) c c
 DG9791
 DG9791.Superseded values are not recommended for survey control.
 DG9791
 DG9791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9791.See file dsdata.pdf to determine how the superseded data were derived.
 DG9791
 DG9791_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9791
 DG9791                          STATION DESCRIPTION
 DG9791
 DG9791'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9791'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9791'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9791'AND LOG FILES ACCESSIBLE AT:
 DG9791'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0977 ***********************************************************************
 EL0977  DESIGNATION -  DUNCAN HALLIBURTON TEST TOWER
 EL0977  PID         -  EL0977
 EL0977  STATE/COUNTY-  OK/STEPHENS
 EL0977  COUNTRY     -  US
 EL0977  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0977
 EL0977                         *CURRENT SURVEY CONTROL
 EL0977  ______________________________________________________________________
 EL0977* NAD 83(1993) POSITION- 34 29 05.85109(N) 097 57 59.06870(W)   ADJUSTED
 EL0977  ______________________________________________________________________
 EL0977  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 EL0977  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 EL0977  HORZ ORDER      -  THIRD
 EL0977
 EL0977.The horizontal coordinates were established by classical geodetic methods
 EL0977.and adjusted by the National Geodetic Survey in November 1994.
 EL0977
 EL0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0977.GEOID18 height accuracy estimate available here.
 EL0977
 EL0977.Click photographs - Photos may exist for this station.
 EL0977
 EL0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0977
 EL0977. The following values were computed from the NAD 83(1993) position.
 EL0977
 EL0977;                    North         East     Units Scale Factor Converg.
 EL0977;SPC OK S     -   127,742.410   603,085.452   MT  0.99993743   +0 01 08.6
 EL0977;SPC OK S     -   419,101.56  1,978,622.85   sFT  0.99993743   +0 01 08.6
 EL0977;UTM  14      - 3,816,414.066   594,906.004   MT  0.99971102   +0 35 06.9
 EL0977
 EL0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9490616414(NAD 83)
 EL0977
 EL0977                          SUPERSEDED SURVEY CONTROL
 EL0977
 EL0977  NAD 83(1986)-  34 29 05.85549(N)    097 57 59.05444(W) AD(       ) 3
 EL0977  NAD 27      -  34 29 05.56407(N)    097 57 57.92852(W) AD(       ) 3
 EL0977
 EL0977.Superseded values are not recommended for survey control.
 EL0977
 EL0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0977.See file dsdata.pdf to determine how the superseded data were derived.
 EL0977
 EL0977_MARKER: 55 = TOWER
 EL0977
 EL0977  HISTORY     - Date     Condition        Report By
 EL0977  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL0977
 EL0977                          STATION DESCRIPTION
 EL0977
 EL0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0977'STATION IS LOCATED IN THE SOUTH SECTION OF DUNCAN, NEAR THE
 EL0977'SOUTHWEST CORNER OF A LARGE BUILDING WHICH IS OWNED BY THE
 EL0977'HALLIBURTON COMPANY AND ABOUT 300 FEET WEST OF FAIR PARK ROAD
 EL0977'AND 13TH STREET INTERSECTION.
 EL0977'
 EL0977'A 4-STEEL LEGGED TOWER WHICH IS ABOUT 120 FEET IN HEIGHT AND
 EL0977'HAS TWO SMALL MARKER LIGHTS MOUNTED AT THE TOP.
 EL0977'
 EL0977'POINT INTERSECTED, WAS THE MARKER LIGHTS AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1000 ***********************************************************************
 EL1000  DESIGNATION -  DUNCAN HALLIBURTON KKL 239 MW
 EL1000  PID         -  EL1000
 EL1000  STATE/COUNTY-  OK/STEPHENS
 EL1000  COUNTRY     -  US
 EL1000  USGS QUAD   -  DUNCAN NORTH (2018)
 EL1000
 EL1000                         *CURRENT SURVEY CONTROL
 EL1000  ______________________________________________________________________
 EL1000* NAD 83(1993) POSITION- 34 32 11.92629(N) 097 57 53.31830(W)   ADJUSTED
 EL1000  ______________________________________________________________________
 EL1000  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 EL1000  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 EL1000  HORZ ORDER      -  THIRD
 EL1000
 EL1000.The horizontal coordinates were established by classical geodetic methods
 EL1000.and adjusted by the National Geodetic Survey in November 1994.
 EL1000
 EL1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1000.GEOID18 height accuracy estimate available here.
 EL1000
 EL1000.Click photographs - Photos may exist for this station.
 EL1000
 EL1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1000
 EL1000. The following values were computed from the NAD 83(1993) position.
 EL1000
 EL1000;                    North         East     Units Scale Factor Converg.
 EL1000;SPC OK S     -   133,475.882   603,230.170   MT  0.99993629   +0 01 11.9
 EL1000;SPC OK S     -   437,912.12  1,979,097.65   sFT  0.99993629   +0 01 11.9
 EL1000;UTM  14      - 3,822,147.395   594,994.000   MT  0.99971122   +0 35 12.9
 EL1000
 EL1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9499422147(NAD 83)
 EL1000
 EL1000                          SUPERSEDED SURVEY CONTROL
 EL1000
 EL1000  NAD 83(1986)-  34 32 11.93060(N)    097 57 53.30389(W) AD(       ) 3
 EL1000  NAD 27      -  34 32 11.65103(N)    097 57 52.18077(W) AD(       ) 3
 EL1000
 EL1000.Superseded values are not recommended for survey control.
 EL1000
 EL1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1000.See file dsdata.pdf to determine how the superseded data were derived.
 EL1000
 EL1000_MARKER: 42 = RADIO/TV MAST
 EL1000
 EL1000  HISTORY     - Date     Condition        Report By
 EL1000  HISTORY     - 1965     FIRST OBSERVED   CGS
 EL1000  HISTORY     - 1968     GOOD             CGS
 EL1000  HISTORY     - 1975     GOOD             NGS
 EL1000
 EL1000                          STATION DESCRIPTION
 EL1000
 EL1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1000'STATION IS LOCATED INSIDE A FENCE, ABOUT 2 MILES NORTH OF DUNCAN,
 EL1000'0.15 MILE EAST OF U.S. HIGHWAY 81 AND ABOUT 60 FEET EAST OF THE
 EL1000'EAST EDGE OF THE DUNCAN DRIVEIN THEATER.
 EL1000'
 EL1000'A TRIANGULAR SHAPED STEEL MAST, 300 FEET IN HEIGHT, PAINTED
 EL1000'RED-WHITE IN COLOR AND HAS A RED LIGHT MOUNTED AT THE TOP.
 EL1000'
 EL1000'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 EL1000
 EL1000                          STATION RECOVERY (1975)
 EL1000
 EL1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL1000'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0973 ***********************************************************************
 EL0973  DESIGNATION -  DUNCAN JONES MAST KJC 5533
 EL0973  PID         -  EL0973
 EL0973  STATE/COUNTY-  OK/STEPHENS
 EL0973  COUNTRY     -  US
 EL0973  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0973
 EL0973                         *CURRENT SURVEY CONTROL
 EL0973  ______________________________________________________________________
 EL0973* NAD 83(1993) POSITION- 34 29 38.89057(N) 097 53 45.29812(W)   ADJUSTED
 EL0973  ______________________________________________________________________
 EL0973  GEOID HEIGHT    -        -25.809 (meters)                     GEOID18
 EL0973  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 EL0973  HORZ ORDER      -  THIRD
 EL0973
 EL0973.The horizontal coordinates were established by classical geodetic methods
 EL0973.and adjusted by the National Geodetic Survey in November 1994.
 EL0973
 EL0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0973.GEOID18 height accuracy estimate available here.
 EL0973
 EL0973.Click photographs - Photos may exist for this station.
 EL0973
 EL0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0973
 EL0973. The following values were computed from the NAD 83(1993) position.
 EL0973
 EL0973;                    North         East     Units Scale Factor Converg.
 EL0973;SPC OK S     -   128,764.847   609,559.126   MT  0.99993717   +0 03 32.7
 EL0973;SPC OK S     -   422,456.00  1,999,861.90   sFT  0.99993717   +0 03 32.7
 EL0973;UTM  14      - 3,817,500.189   601,367.846   MT  0.99972665   +0 37 31.2
 EL0973
 EL0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0136717500(NAD 83)
 EL0973
 EL0973                          SUPERSEDED SURVEY CONTROL
 EL0973
 EL0973  NAD 83(1986)-  34 29 38.89472(N)    097 53 45.28364(W) AD(       ) 3
 EL0973  NAD 27      -  34 29 38.60330(N)    097 53 44.15904(W) AD(       ) 3
 EL0973
 EL0973.Superseded values are not recommended for survey control.
 EL0973
 EL0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0973.See file dsdata.pdf to determine how the superseded data were derived.
 EL0973
 EL0973_MARKER: 42 = RADIO/TV MAST
 EL0973
 EL0973  HISTORY     - Date     Condition        Report By
 EL0973  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL0973
 EL0973                          STATION DESCRIPTION
 EL0973
 EL0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0973'STATION IS LOCATED ON PROPERTY WHICH IS OWNED AND OCCUPIED BY
 EL0973'MR. L.E. JONES.  STATION IS ABOUT 3 MILES EAST OF DUNCAN AND
 EL0973'ABOUT 0.05 MILE NORTH OF STATE HIGHWAY 7.
 EL0973'
 EL0973'A TRIANGULAR SHAPED STEEL MAST, 300 FEET IN HEIGHT, PAINTED
 EL0973'RED-WHITE IN COLOR AND HAS A RED LIGHT MOUNTED AT THE TOP.
 EL0973'
 EL0973'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0995 ***********************************************************************
 EL0995  DESIGNATION -  DUNCAN RADIO STA KRHD MAST
 EL0995  PID         -  EL0995
 EL0995  STATE/COUNTY-  OK/STEPHENS
 EL0995  COUNTRY     -  US
 EL0995  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0995
 EL0995                         *CURRENT SURVEY CONTROL
 EL0995  ______________________________________________________________________
 EL0995* NAD 83(1993) POSITION- 34 30 42.93799(N) 097 58 06.71163(W)   ADJUSTED
 EL0995  ______________________________________________________________________
 EL0995  GEOID HEIGHT    -        -25.772 (meters)                     GEOID18
 EL0995  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 EL0995  HORZ ORDER      -  THIRD
 EL0995
 EL0995.The horizontal coordinates were established by classical geodetic methods
 EL0995.and adjusted by the National Geodetic Survey in November 1994.
 EL0995
 EL0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0995.GEOID18 height accuracy estimate available here.
 EL0995
 EL0995.Click photographs - Photos may exist for this station.
 EL0995
 EL0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0995
 EL0995. The following values were computed from the NAD 83(1993) position.
 EL0995
 EL0995;                    North         East     Units Scale Factor Converg.
 EL0995;SPC OK S     -   130,733.822   602,889.517   MT  0.99993673   +0 01 04.3
 EL0995;SPC OK S     -   428,915.88  1,977,980.02   sFT  0.99993673   +0 01 04.3
 EL0995;UTM  14      - 3,819,402.718   594,680.559   MT  0.99971049   +0 35 04.0
 EL0995
 EL0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9468019402(NAD 83)
 EL0995
 EL0995                          SUPERSEDED SURVEY CONTROL
 EL0995
 EL0995  NAD 83(1986)-  34 30 42.94215(N)    097 58 06.69707(W) AD(       ) 3
 EL0995  NAD 27      -  34 30 42.65800(N)    097 58 05.56900(W) AD(       ) 3
 EL0995
 EL0995.Superseded values are not recommended for survey control.
 EL0995
 EL0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0995.See file dsdata.pdf to determine how the superseded data were derived.
 EL0995
 EL0995_MARKER: 42 = RADIO/TV MAST
 EL0995
 EL0995  HISTORY     - Date     Condition        Report By
 EL0995  HISTORY     - 1948     FIRST OBSERVED   CGS
 EL0995  HISTORY     - 1965     GOOD             CGS
 EL0995  HISTORY     - 1968     GOOD             CGS
 EL0995  HISTORY     - 1983     GOOD             NGS
 EL0995
 EL0995                          STATION DESCRIPTION
 EL0995
 EL0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0995'THE STATION IS THE MAST OF THE K.R.H.D. RADIO BROADCASTING
 EL0995'STATION OF DUNCAN.  IT IS LOCATED IN THE NORTHWEST EDGE OF TOWN,
 EL0995'0.2 MILE WEST OF U.S. HIGHWAY 81, 0.2 MILE NORTH OF HILIBURTON
 EL0995'STADIUM, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF RADIO
 EL0995'TRANSMITTING STATION AND JUST EAST OF THE BASEBALL FIELD.  IT
 EL0995'IS A FOUR LEGGED STEEL STRUCTURE 203 FEET HIGH, PAINTED IN
 EL0995'ALTERNATE COLORS OF RED AND WHITE.  POINT OBSERVED UPON, LIGHT ON
 EL0995'TOP OF THE MAST.
 EL0995
 EL0995                          STATION RECOVERY (1965)
 EL0995
 EL0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0995'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EL0995
 EL0995                          STATION RECOVERY (1968)
 EL0995
 EL0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0995'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 EL0995
 EL0995                          STATION RECOVERY (1983)
 EL0995
 EL0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RH)
 EL0995'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EL0995'
 EL0995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DUNCAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0693 ***********************************************************************
 EM0693  DESIGNATION -  DUNCAN RM 3
 EM0693  PID         -  EM0693
 EM0693  STATE/COUNTY-  OK/STEPHENS
 EM0693  COUNTRY     -  US
 EM0693  USGS QUAD   -  EMPIRE CITY (2018)
 EM0693
 EM0693                         *CURRENT SURVEY CONTROL
 EM0693  ______________________________________________________________________
 EM0693* NAD 83(1993) POSITION- 34 28 29.96680(N) 098 02 42.68927(W)   ADJUSTED
 EM0693* NAVD 88 ORTHO HEIGHT -   370.2   (meters)     1215.    (feet) VERTCON3
 EM0693  ______________________________________________________________________
 EM0693  GEOID HEIGHT    -        -25.528 (meters)                     GEOID18
 EM0693  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 EM0693  HORZ ORDER      -  SECOND
 EM0693
 EM0693.The horizontal coordinates were established by classical geodetic methods
 EM0693.and adjusted by the National Geodetic Survey in November 1994.
 EM0693
 EM0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0693
 EM0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0693.GEOID18 height accuracy estimate available here.
 EM0693
 EM0693.Click photographs - Photos may exist for this station.
 EM0693
 EM0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0693
 EM0693. The following values were computed from the NAD 83(1993) position.
 EM0693
 EM0693;                    North         East     Units Scale Factor Converg.
 EM0693;SPC OK S     -   126,637.149   595,848.636   MT  0.99993775   -0 01 32.3
 EM0693;SPC OK S     -   415,475.38  1,954,880.07   sFT  0.99993775   -0 01 32.3
 EM0693;UTM  14      - 3,815,237.626   587,682.160   MT  0.99969476   +0 32 25.8
 EM0693
 EM0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0693!SPC OK S     -   0.99994590  x   0.99993775  =   0.99988365
 EM0693!UTM  14      -   0.99994590  x   0.99969476  =   0.99964068
 EM0693
 EM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8768215237(NAD 83)
 EM0693
 EM0693|---------------------------------------------------------------------|
 EM0693| PID    Reference Object                     Distance      Geod. Az  |
 EM0693|                                                           dddmmss.s |
 EM0693| EM0692 DUNCAN AZ MK                        391.894 METERS 02314     |
 EM0693| EM0694 DUNCAN RM 4                         146.391 METERS 24540     |
 EM0693| EM0574 DUNCAN                              117.528 METERS 28318     |
 EM0693|---------------------------------------------------------------------|
 EM0693
 EM0693                          SUPERSEDED SURVEY CONTROL
 EM0693
 EM0693  NAD 83(1986)-  34 28 29.97026(N)    098 02 42.67499(W) AD(       ) 2
 EM0693  NAD 27      -  34 28 29.67945(N)    098 02 41.54526(W) AD(       ) 2
 EM0693  NGVD 29 (07/19/86)  370.1    (m)         1214.     (f) VERT ANG       
 EM0693
 EM0693.Superseded values are not recommended for survey control.
 EM0693
 EM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0693.See file dsdata.pdf to determine how the superseded data were derived.
 EM0693
 EM0693_MARKER: DR = REFERENCE MARK DISK
 EM0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0693_STAMPING: DUNCAN NO 3 1948
 EM0693_MARK LOGO: CGS
 EM0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0693+STABILITY: SURFACE MOTION
 EM0693
 EM0693  HISTORY     - Date     Condition        Report By
 EM0693  HISTORY     - 1948     MONUMENTED       CGS
 EM0693  HISTORY     - 1974     GOOD             NGS
 EM0693
 EM0693                          STATION DESCRIPTION
 EM0693
 EM0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0693'THE STATION IS LOCATED ON A GRASSY COVERED KNOLL, THAT IS ABOUT 5
 EM0693'MILES WEST-SOUTHWEST OF DUNCAN.
 EM0693'
 EM0693'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 81 AND STATE
 EM0693'HIGHWAY 7, WHICH IS LOCATED AT THE SOUTHWEST EDGE OF DUNCAN.  GO
 EM0693'WEST ON SURFACE ROAD FOR 3.65 MILES TO CROSSROADS, TURN LEFT AND GO
 EM0693'SOUTH ON SURFACE ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND
 EM0693'GO WEST ON SURFACE ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD
 EM0693'WILL JOG TO THE LEFT AND CATTLE-GUARD, AND AZIMUTH MARK ON THE
 EM0693'LEFT IN FENCE-LINE.  CONTINUE SOUTHWESTERLY ON SURFACE
 EM0693'ROAD FOR 0.3 MILE TO REFERENCE MARK NO. 3 ON THE RIGHT AND STATION
 EM0693'WEST OF REFERENCE MARK, ON HIGHEST POINT OF KNOLL.
 EM0693'
 EM0693'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0693'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED DUNCAN
 EM0693'NO 3 1948.  IT IS 28 FEET WEST OF THE CENTER OF SURFACE ROAD AND
 EM0693'2 FEET NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0694 ***********************************************************************
 EM0694  DESIGNATION -  DUNCAN RM 4
 EM0694  PID         -  EM0694
 EM0694  STATE/COUNTY-  OK/STEPHENS
 EM0694  COUNTRY     -  US
 EM0694  USGS QUAD   -  EMPIRE CITY (2018)
 EM0694
 EM0694                         *CURRENT SURVEY CONTROL
 EM0694  ______________________________________________________________________
 EM0694* NAD 83(1993) POSITION- 34 28 28.00935(N) 098 02 47.91628(W)   ADJUSTED
 EM0694* NAVD 88 ORTHO HEIGHT -   371.8   (meters)     1220.    (feet) VERTCON3
 EM0694  ______________________________________________________________________
 EM0694  GEOID HEIGHT    -        -25.524 (meters)                     GEOID18
 EM0694  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 EM0694  HORZ ORDER      -  SECOND
 EM0694
 EM0694.The horizontal coordinates were established by classical geodetic methods
 EM0694.and adjusted by the National Geodetic Survey in November 1994.
 EM0694
 EM0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0694
 EM0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0694.GEOID18 height accuracy estimate available here.
 EM0694
 EM0694.Click photographs - Photos may exist for this station.
 EM0694
 EM0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0694
 EM0694. The following values were computed from the NAD 83(1993) position.
 EM0694
 EM0694;                    North         East     Units Scale Factor Converg.
 EM0694;SPC OK S     -   126,576.896   595,715.230   MT  0.99993777   -0 01 35.3
 EM0694;SPC OK S     -   415,277.70  1,954,442.38   sFT  0.99993777   -0 01 35.3
 EM0694;UTM  14      - 3,815,176.073   587,549.388   MT  0.99969448   +0 32 22.8
 EM0694
 EM0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0694!SPC OK S     -   0.99994565  x   0.99993777  =   0.99988342
 EM0694!UTM  14      -   0.99994565  x   0.99969448  =   0.99964015
 EM0694
 EM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8754915176(NAD 83)
 EM0694
 EM0694|---------------------------------------------------------------------|
 EM0694| PID    Reference Object                     Distance      Geod. Az  |
 EM0694|                                                           dddmmss.s |
 EM0694| EM0574 DUNCAN                               89.402 METERS 01217     |
 EM0694| EM0693 DUNCAN RM 3                         146.391 METERS 06540     |
 EM0694|---------------------------------------------------------------------|
 EM0694
 EM0694                          SUPERSEDED SURVEY CONTROL
 EM0694
 EM0694  NAD 83(1986)-  34 28 28.01276(N)    098 02 47.90209(W) AD(       ) 2
 EM0694  NAD 27      -  34 28 27.72208(N)    098 02 46.77215(W) AD(       ) 2
 EM0694  NGVD 29 (07/19/86)  371.7    (m)         1219.     (f) VERT ANG       
 EM0694
 EM0694.Superseded values are not recommended for survey control.
 EM0694
 EM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0694.See file dsdata.pdf to determine how the superseded data were derived.
 EM0694
 EM0694_MARKER: DR = REFERENCE MARK DISK
 EM0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0694_STAMPING: DUNCAN NO 4 1948
 EM0694_MARK LOGO: CGS
 EM0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0694+STABILITY: SURFACE MOTION
 EM0694
 EM0694  HISTORY     - Date     Condition        Report By
 EM0694  HISTORY     - 1948     MONUMENTED       CGS
 EM0694  HISTORY     - 1974     GOOD             NGS
 EM0694
 EM0694                          STATION DESCRIPTION
 EM0694
 EM0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0694'THE STATION IS LOCATED ON A GRASSY COVERED KNOLL, THAT IS ABOUT 5
 EM0694'MILES WEST-SOUTHWEST OF DUNCAN.
 EM0694'
 EM0694'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 81 AND STATE
 EM0694'HIGHWAY 7, WHICH IS LOCATED AT THE SOUTHWEST EDGE OF DUNCAN.  GO
 EM0694'WEST ON SURFACE ROAD FOR 3.65 MILES TO CROSSROADS, TURN LEFT AND GO
 EM0694'SOUTH ON SURFACE ROAD FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND
 EM0694'GO WEST ON SURFACE ROAD FOR 0.45 MILE TO WHERE THE SURFACE ROAD
 EM0694'WILL JOG TO THE LEFT AND CATTLE-GUARD, AND AZIMUTH MARK ON THE LEFT
 EM0694'IN FENCE-LINE.  CONTINUE SOUTHWESTERLY ON SURFACE ROAD FOR
 EM0694'0.3 MILE TO REFERENCE MARK NO. 3 ON THE RIGHT AND STATION WEST OF
 EM0694'REFERENCE MARK, ON HIGHEST POINT OF KNOLL.
 EM0694'
 EM0694'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0694'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED DUNCAN
 EM0694'NO 4 1948.  IT IS 110 FEET NORTH OF GATE IN YARD FENCE, 115 FEET
 EM0694'NORTHEAST OF A TELEPHONE POLE, 92 FEET WEST-NORTHWEST OF A SMALL
 EM0694'CONCRETE BLOCK SHED AND 1-FOOT WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1004 ***********************************************************************
 EL1004  DESIGNATION -  DUNCAN SCHLUMBERGER KKQ 804
 EL1004  PID         -  EL1004
 EL1004  STATE/COUNTY-  OK/STEPHENS
 EL1004  COUNTRY     -  US
 EL1004  USGS QUAD   -  DUNCAN NORTH (2018)
 EL1004
 EL1004                         *CURRENT SURVEY CONTROL
 EL1004  ______________________________________________________________________
 EL1004* NAD 83(1993) POSITION- 34 32 08.70300(N) 097 59 09.05922(W)   ADJUSTED
 EL1004  ______________________________________________________________________
 EL1004  GEOID HEIGHT    -        -25.816 (meters)                     GEOID18
 EL1004  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 EL1004  HORZ ORDER      -  THIRD
 EL1004
 EL1004.The horizontal coordinates were established by classical geodetic methods
 EL1004.and adjusted by the National Geodetic Survey in November 1994.
 EL1004
 EL1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1004.GEOID18 height accuracy estimate available here.
 EL1004
 EL1004.Click photographs - Photos may exist for this station.
 EL1004
 EL1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1004
 EL1004. The following values were computed from the NAD 83(1993) position.
 EL1004
 EL1004;                    North         East     Units Scale Factor Converg.
 EL1004;SPC OK S     -   133,376.093   601,298.918   MT  0.99993630   +0 00 28.9
 EL1004;SPC OK S     -   437,584.73  1,972,761.53   sFT  0.99993630   +0 00 28.9
 EL1004;UTM  14      - 3,822,028.527   593,064.270   MT  0.99970675   +0 34 29.9
 EL1004
 EL1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9306422028(NAD 83)
 EL1004
 EL1004                          SUPERSEDED SURVEY CONTROL
 EL1004
 EL1004  NAD 83(1986)-  34 32 08.70753(N)    097 59 09.04469(W) AD(       ) 3
 EL1004  NAD 27      -  34 32 08.42508(N)    097 59 07.91773(W) AD(       ) 3
 EL1004
 EL1004.Superseded values are not recommended for survey control.
 EL1004
 EL1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1004.See file dsdata.pdf to determine how the superseded data were derived.
 EL1004
 EL1004_MARKER: 42 = RADIO/TV MAST
 EL1004
 EL1004  HISTORY     - Date     Condition        Report By
 EL1004  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL1004
 EL1004                          STATION DESCRIPTION
 EL1004
 EL1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1004'STATION IS LOCATED INSIDE A FENCED PASTURE, ABOUT 2-1/2 MILES
 EL1004'NORTHWEST OF DUNCAN, 1 MILE WEST OF U.S. HIGHWAY 81 AND ABOUT
 EL1004'130 FEET SOUTH OF AN EAST-WEST SURFACED ROAD.
 EL1004'
 EL1004'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST, 230 FEET IN
 EL1004'HEIGHT, PAINTED RED-WHITE SECTIONS AND HAS A RED LIGHT MOUNTED
 EL1004'AT THE TOP.
 EL1004'
 EL1004'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0608 ***********************************************************************
 FK0608  DESIGNATION -  DUNE
 FK0608  PID         -  FK0608
 FK0608  STATE/COUNTY-  OK/BECKHAM
 FK0608  COUNTRY     -  US
 FK0608  USGS QUAD   -  SWEETWATER (2018)
 FK0608
 FK0608                         *CURRENT SURVEY CONTROL
 FK0608  ______________________________________________________________________
 FK0608* NAD 83(1993) POSITION- 35 24 09.23689(N) 099 59 48.58782(W)   ADJUSTED
 FK0608* NAVD 88 ORTHO HEIGHT -   684.49  (+/-2cm)     2245.7   (feet) VERTCON3
 FK0608  ______________________________________________________________________
 FK0608  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 FK0608  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 FK0608  HORZ ORDER      -  SECOND
 FK0608  VERT ORDER      -  THIRD ? (See Below)
 FK0608
 FK0608.The horizontal coordinates were established by classical geodetic methods
 FK0608.and adjusted by the National Geodetic Survey in November 1994.
 FK0608
 FK0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0608
 FK0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0608.GEOID18 height accuracy estimate available here.
 FK0608
 FK0608.The vertical order pertains to the NGVD 29 superseded value.
 FK0608
 FK0608.Click photographs - Photos may exist for this station.
 FK0608
 FK0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0608
 FK0608. The following values were computed from the NAD 83(1993) position.
 FK0608
 FK0608;                    North         East     Units Scale Factor Converg.
 FK0608;SPC OK S     -   231,331.540   418,615.284   MT  1.00003783   -1 08 00.4
 FK0608;SPC OK S     -   758,960.23  1,373,406.98   sFT  1.00003783   -1 08 00.4
 FK0608;SPC TX N     - 1,156,633.804   336,528.775   MT  0.99991091   +0 52 16.1
 FK0608;SPC TX N     - 3,794,722.74  1,104,094.82   sFT  0.99991091   +0 52 16.1
 FK0608;UTM  14      - 3,918,143.748   409,483.845   MT  0.99970097   -0 34 39.1
 FK0608
 FK0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0608!SPC OK S     -   0.99989681  x   1.00003783  =   0.99993464
 FK0608!SPC TX N     -   0.99989681  x   0.99991091  =   0.99980773
 FK0608!UTM  14      -   0.99989681  x   0.99970097  =   0.99959781
 FK0608
 FK0608:                Primary Azimuth Mark                     Grid Az
 FK0608:SPC OK S     -  MAYFIELD                                 136 40 38.4
 FK0608:SPC TX N     -  MAYFIELD                                 134 40 21.9
 FK0608:UTM  14      -  MAYFIELD                                 136 07 17.1
 FK0608
 FK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0948318143(NAD 83)
 FK0608
 FK0608|---------------------------------------------------------------------|
 FK0608| PID    Reference Object                     Distance      Geod. Az  |
 FK0608|                                                           dddmmss.s |
 FK0608| FK0606 MAYFIELD                            APPROX.10.7 KM 1353238.0 |
 FK0608| CK8596 DUNE RM 2                           389.020 METERS 18236     |
 FK0608| CK8595 DUNE RM 1                            16.590 METERS 32503     |
 FK0608|---------------------------------------------------------------------|
 FK0608
 FK0608                          SUPERSEDED SURVEY CONTROL
 FK0608
 FK0608  NAD 83(1986)-  35 24 09.23923(N)    099 59 48.57737(W) AD(       ) 2
 FK0608  NAD 27      -  35 24 09.05900(N)    099 59 47.17500(W) AD(       ) 2
 FK0608  NGVD 29             684.21   (m)         2244.8    (f) LEVELING    3  
 FK0608
 FK0608.Superseded values are not recommended for survey control.
 FK0608
 FK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0608.See file dsdata.pdf to determine how the superseded data were derived.
 FK0608
 FK0608_MARKER: DS = TRIANGULATION STATION DISK
 FK0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0608_STAMPING: DUNE 1927
 FK0608_MARK LOGO: CGS
 FK0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0608+STABILITY: SURFACE MOTION
 FK0608
 FK0608  HISTORY     - Date     Condition        Report By
 FK0608  HISTORY     - 1927     MONUMENTED       CGS
 FK0608
 FK0608                          STATION DESCRIPTION
 FK0608
 FK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0608'ABOUT 5 MILES W AND 1-1/3 MILES S OF THE TOWN OF SWEETWATER,
 FK0608'ABOUT 2,400 FEET E OF THE OLD STATE LINE, ON HIGHEST POINT OF
 FK0608'KNOLL IN PASTURE LAND COVERED WITH SCRUB OAKS, 845 FEET E OF E
 FK0608'FENCE ALONG SECTION LINE AND ABOUT 900 FEET N OF A ROW OF
 FK0608'COTTONWOOD TREES.  THERE IS ANOTHER ROW OF COTTONWOOD TREES
 FK0608'ABOUT ONE-THIRD MILE TO THE N.
 FK0608'
 FK0608'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FK0608'IN CONCRETE.  THE UNDERGROUND MARK IS 3 FEET BELOW THE SURFACE.
 FK0608'
 FK0608'REFERENCE MARK NO.1 IS 16.59 METERS (54.4 FEET) FROM STATION,
 FK0608'N 34 DEG 57 MIN W.
 FK0608'
 FK0608'REFERENCE MARK NO.2 IS 389.02 METERS (1,276.3 FEET) FROM STATION,
 FK0608'S 2 DEG 35 MIN 03 SEC.  ELEVATION OF STATION 680 METERS
 FK0608'(2,231 FEET).
 FK0608'
 FK0608'STATION REACHED FROM SWEETWATER BY GOING DUE W FOR 5 MILES ON
 FK0608'SECTION LINE ROAD, THEN TURNING S THROUGH GATE ON SECTION LINE
 FK0608'AND GOING S ONE-THIRD MILE TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0496 ***********************************************************************
 GJ0496  DESIGNATION -  DUNE
 GJ0496  PID         -  GJ0496
 GJ0496  STATE/COUNTY-  OK/ALFALFA
 GJ0496  COUNTRY     -  US
 GJ0496  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0496
 GJ0496                         *CURRENT SURVEY CONTROL
 GJ0496  ______________________________________________________________________
 GJ0496* NAD 83(1997) POSITION- 36 52 06.97646(N) 098 15 00.73611(W)   ADJUSTED
 GJ0496* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 GJ0496  ______________________________________________________________________
 GJ0496  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 GJ0496  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 GJ0496  HORZ ORDER      -  FIRST
 GJ0496
 GJ0496.The horizontal coordinates were established by classical geodetic methods
 GJ0496.and adjusted by the National Geodetic Survey in October 1998.
 GJ0496
 GJ0496.The orthometric height was scaled from a topographic map.
 GJ0496
 GJ0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0496.GEOID18 height accuracy estimate available here.
 GJ0496
 GJ0496.Click photographs - Photos may exist for this station.
 GJ0496
 GJ0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0496
 GJ0496. The following values were computed from the NAD 83(1997) position.
 GJ0496
 GJ0496;                    North         East     Units Scale Factor Converg.
 GJ0496;SPC OK N     -   207,364.537   577,690.192   MT  1.00002019   -0 08 51.6
 GJ0496;SPC OK N     -   680,328.49  1,895,305.24   sFT  1.00002019   -0 08 51.6
 GJ0496;UTM  14      - 4,080,558.776   566,829.016   MT  0.99965502   +0 26 59.6
 GJ0496
 GJ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0496!SPC OK N     -   0.99994508  x   1.00002019  =   0.99996527
 GJ0496!UTM  14      -   0.99994508  x   0.99965502  =   0.99960012
 GJ0496
 GJ0496:                Primary Azimuth Mark                     Grid Az
 GJ0496:SPC OK N     -  DUNE AZ MK                               189 45 19.0
 GJ0496:UTM  14      -  DUNE AZ MK                               189 09 27.8
 GJ0496
 GJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6682980558(NAD 83)
 GJ0496
 GJ0496|---------------------------------------------------------------------|
 GJ0496| PID    Reference Object                     Distance      Geod. Az  |
 GJ0496|                                                           dddmmss.s |
 GJ0496| HG0841 AMARILLO KANSAS CITY BCN 23         APPROX.22.2 KM 0111755.0 |
 GJ0496| CK8598 DUNE RM 1                            21.312 METERS 06505     |
 GJ0496| GJ0504 GREAT SALT PLAINS DAM USE TANK      APPROX.17.5 KM 1414148.0 |
 GJ0496| GJ0503 KEGELMAN AFB CONTROL TOWER          APPROX.18.2 KM 1423951.1 |
 GJ0496| CK8599 DUNE RM 2                            20.334 METERS 18448     |
 GJ0496| CK8597 DUNE AZ MK                                         1893627.4 |
 GJ0496| GJ0522 CHEROKEE REA SHORT WAVE MAST        APPROX.16.3 KM 2175650.4 |
 GJ0496| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.15.2 KM 2190947.1 |
 GJ0496| GJ0525 AMARILLO KANSAS CITY BCN 21         APPROX.19.5 KM 2751035.2 |
 GJ0496| HG0844 KIOWA WESTERN P AND L CO TANK       APPROX.26.8 KM 3095223.2 |
 GJ0496| GJ0518 AMARILLO KANSAS CITY BCN 22         APPROX.14.8 KM 3315436.0 |
 GJ0496|---------------------------------------------------------------------|
 GJ0496
 GJ0496                          SUPERSEDED SURVEY CONTROL
 GJ0496
 GJ0496  NAD 83(1993)-  36 52 06.97762(N)    098 15 00.73786(W) AD(       ) 1
 GJ0496  NAD 83(1986)-  36 52 06.98152(N)    098 15 00.72676(W) AD(       ) 1
 GJ0496  NAD 27      -  36 52 06.87901(N)    098 14 59.47531(W) AD(       ) 1
 GJ0496
 GJ0496.Superseded values are not recommended for survey control.
 GJ0496
 GJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0496.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0496
 GJ0496_MARKER: DS = TRIANGULATION STATION DISK
 GJ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0496_STAMPING: DUNE 1934
 GJ0496_MARK LOGO: CGS
 GJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0496+STABILITY: SURFACE MOTION
 GJ0496
 GJ0496  HISTORY     - Date     Condition        Report By
 GJ0496  HISTORY     - 1934     MONUMENTED       CGS
 GJ0496  HISTORY     - 1951     GOOD             CGS
 GJ0496
 GJ0496                          STATION DESCRIPTION
 GJ0496
 GJ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0496'STATION IS LOCATED 2 MILES EAST AND 2 MILES SOUTH OF BRYON
 GJ0496'IN SEC. 35, T. 28 N. R. 10 W., ON A HIGH SANDY KNOB WHICH IS
 GJ0496'THE MOST NORTHERLY OF SEVERAL KNOBS WHICH FORM A RIDGE RUNNING
 GJ0496'NORTH FROM THE CIMARRON RIVER, WHICH IS DISTANT ABOUT 3 MILES
 GJ0496'TO THE SOUTH.  MARK IS PLACED ON THE NORTHWEST EDGE OF KNOB
 GJ0496'WHERE IT DROPS SHARPLY TO THE NORTH AND WEST, ABOUT 22 PACES
 GJ0496'NORTHWEST OF A TWENTY-FOOT CRATER.
 GJ0496'
 GJ0496'REACHED FROM BYRON BY GOING EAST FROM SOUTH PART OF TOWN
 GJ0496'2.2 MILES ON DIRT ROAD TO CROSSROADS, THENCE SOUTH 2.05 MILES
 GJ0496'TO A STOCK WATERING WINDMILL JUST EAST OF ROAD.  STATION IS
 GJ0496'0.3 MILE SOUTHEAST OF WINDMILL ON TOP OF KNOB.
 GJ0496'
 GJ0496'REFERENCE MARK NO. 1 IS EAST OF STATION ON NORTHWEST
 GJ0496'SLOPE OF SLIGHT HUMP ABOUT 50 FEET NORTH OF LARGE CRATER.
 GJ0496'
 GJ0496'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION
 GJ0496'ON WEST EDGE OF KNOB ON AN ARM OF THE TOP OF HILL WHICH
 GJ0496'PROJECTS TO THE SOUTHWARD.
 GJ0496'
 GJ0496'AZIMUTH MARK IS SOUTH OF THE STATION, REACHED BY
 GJ0496'GOING WEST FROM STATION 0.25 MILE TO NORTH-SOUTH DIRT ROAD,
 GJ0496'THENCE SOUTH 1.2 MILES TO T-ROAD EAST.  MARK IS ON WEST SIDE
 GJ0496'OF NORTH-SOUTH ROAD, 3 FEET EAST OF WEST RIGHT-OF-WAY FENCE
 GJ0496'LINE, 42 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 42
 GJ0496'FEET NORTH OF EAST-WEST ROAD.
 GJ0496'
 GJ0496'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0496
 GJ0496                          STATION RECOVERY (1951)
 GJ0496
 GJ0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0496'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND ARE
 GJ0496'IN EXCELLENT CONDITION.
 GJ0496'
 GJ0496'A DISCREPANCY WAS FOUND IN THE OBSERVED 1934 DIRECTIONS OF
 GJ0496'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.  A CHECK
 GJ0496'WAS MADE IN THE FIELD.
 GJ0496'
 GJ0496'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0496'
 GJ0496'THE STATION IS LOCATED ABOUT 2.0 MILES EAST AND 2.0 MILES
 GJ0496'SOUTH OF BYRON ON THE MOST NORTHERLY OF SEVERAL SAND KNOLLS
 GJ0496'THAT FORM A NORTH-SOUTH RIDGE.  IT IS NOT ON THE HIGHEST
 GJ0496'POINT AS THERE IS HIGHER GROUND ABOUT 80.0 FEET EAST OF THE
 GJ0496'STATION.  IT IS ABOUT 3.0 MILES NORTH OF THE CIMARRON RIVER,
 GJ0496'0.15 MILE EAST OF A NORTH-SOUTH ROAD, 150.0 FEET WEST-SOUTHWEST
 GJ0496'OF A LARGE COTTONWOOD TREE AND JUST SOUTH OF WHERE THE RIDGE
 GJ0496'BREAKS SHARP TO THE NORTH.  IT PROJECTS 12 INCHES AND IS
 GJ0496'STAMPED DUNE 1934.
 GJ0496'
 GJ0496'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHWEST SLOPE OF A
 GJ0496'SLIGHT RISE AND 90.0 FEET SOUTHWEST OF A LARGE COTTONWOOD
 GJ0496'TREE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GJ0496'STAMPED DUNE NO 1 1934.
 GJ0496'
 GJ0496'REFERENCE MARK NO. 2 IS LOCATED NEAR THE WEST END OF AN ARM OF
 GJ0496'THE RIDGE WHICH PROJECTS TO THE SOUTHWEST.  IT IS SET FLUSH
 GJ0496'WITH THE SURFACE OF THE GROUND AND IS STAMPED DUNE NO 2 1934.
 GJ0496'
 GJ0496'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GJ0496'NO. 2 IS 118.25 FEET.
 GJ0496'
 GJ0496'THE AZIMUTH MARK IS 37.0 FEET NORTH OF THE CENTER OF A T ROAD,
 GJ0496'35.0 FEET WEST OF THE CENTER OF A GRADED ROAD, 8.0 FEET
 GJ0496'NORTH OF A FENCE CORNER, AND 2.5 FEET NORTH OF A WITNESS
 GJ0496'POST AND 1.5 FEET EAST OF A FENCE.  IT IS A STANDARD REFERENCE
 GJ0496'MARK DISK SET IN CEMENT, PROJECTS 10 INCHES AND IS STAMPED
 GJ0496'DUNE AZI 1934.
 GJ0496'
 GJ0496'TO REACH THE STATION FROM THE POST OFFICE IN BYRON, GO SOUTH
 GJ0496'ON THE MAIN STREET FOR 0.15 MILE TO STATE ROUTE NO. 58.  CROSS
 GJ0496'OVER STATE ROUTE NO. 58 AND TURN LEFT AND GO EAST ON A GRAVELED
 GJ0496'ROAD FOR 2.2 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 GJ0496'ON A GRADED SAND ROAD FOR 2.25 MILES TO A WIRE GATE ON THE
 GJ0496'LEFT JUST AFTER PASSING AN OLD WINDMILL ON THE LEFT, TURN
 GJ0496'LEFT THROUGH WIRE GATE AND PICK WAY EASTERLY FOR 0.15 MILE TO
 GJ0496'THE TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 GJ0496'
 GJ0496'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ACROSS
 GJ0496'PASTURE FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH WIRE GATE
 GJ0496'AND TURN LEFT AND GO SOUTH ON GRADED SAND ROAD FOR 0.9 MILE
 GJ0496'TO A T ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0040 ***********************************************************************
 DN0040  DESIGNATION -  DURANT
 DN0040  PID         -  DN0040
 DN0040  STATE/COUNTY-  OK/BRYAN
 DN0040  COUNTRY     -  US
 DN0040  USGS QUAD   -  DURANT SOUTH (2018)
 DN0040
 DN0040                         *CURRENT SURVEY CONTROL
 DN0040  ______________________________________________________________________
 DN0040* NAD 83(1986) POSITION- 33 59 35.4    (N) 096 22 46.5    (W)   HD_HELD2
 DN0040* NAVD 88 ORTHO HEIGHT -   200.380 (meters)      657.41  (feet) ADJUSTED
 DN0040  ______________________________________________________________________
 DN0040  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 DN0040  DYNAMIC HEIGHT  -        200.173 (meters)      656.73  (feet) COMP
 DN0040  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 DN0040
 DN0040  VERT ORDER      -  FIRST     CLASS II
 DN0040
 DN0040.The horizontal coordinates were established by autonomous hand held GPS
 DN0040.observations and have an estimated accuracy of +/- 10 meters.
 DN0040
 DN0040.The orthometric height was determined by differential leveling and
 DN0040.adjusted by the NATIONAL GEODETIC SURVEY
 DN0040.in June 1991.
 DN0040
 DN0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0040.GEOID18 height accuracy estimate available here.
 DN0040
 DN0040.Click photographs - Photos may exist for this station.
 DN0040
 DN0040.The dynamic height is computed by dividing the NAVD 88
 DN0040.geopotential number by the normal gravity value computed on the
 DN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0040.degrees latitude (g = 980.6199 gals.).
 DN0040
 DN0040.The modeled gravity was interpolated from observed gravity values.
 DN0040
 DN0040;                    North         East    Units  Estimated Accuracy
 DN0040;SPC OK S     -    74,393.      749,706.      MT  (+/- 10 meters HH2 GPS)
 DN0040
 DN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4204164494(NAD 83)
 DN0040
 DN0040                          SUPERSEDED SURVEY CONTROL
 DN0040
 DN0040  NGVD 29 (??/??/92)  200.317  (m)          657.21   (f) ADJ UNCH    1 2
 DN0040
 DN0040.Superseded values are not recommended for survey control.
 DN0040
 DN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0040.See file dsdata.pdf to determine how the superseded data were derived.
 DN0040
 DN0040_MARKER: DB = BENCH MARK DISK
 DN0040_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DN0040_SP_SET: FOUNDATION WALL
 DN0040_STAMPING: DURANT 1932 657.207
 DN0040_MARK LOGO: CGS
 DN0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0040+STABILITY: POSITION/ELEVATION WELL
 DN0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0040+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2025
 DN0040
 DN0040  HISTORY     - Date     Condition        Report By
 DN0040  HISTORY     - 1932     MONUMENTED       CGS
 DN0040  HISTORY     - 1933     GOOD             CGS
 DN0040  HISTORY     - 1969     GOOD             CGS
 DN0040  HISTORY     - 1986     GOOD             NGS
 DN0040  HISTORY     - 20040819 GOOD             USPSQD
 DN0040  HISTORY     - 20120725 GOOD             GEOCAC
 DN0040  HISTORY     - 20250315 GOOD             INDIV
 DN0040
 DN0040                          STATION DESCRIPTION
 DN0040
 DN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0040'IN DURANT.
 DN0040'ON THE N. FOURTH ST. SIDE (EAST) OF THE BRYAN COUNTY COURT HOUSE 3 FT.
 DN0040'SOUTH OF THE MAIN ENTRANCE, IN THE CENTER OF FIRST STONE BLOCK ABOVE
 DN0040'WATER COPING AND FIRST STONE BLOCK SOUTH OF ENTRANCE.  SET VERTICALLY
 DN0040'ABOUT 48 INCHES ABOVE GROUND.
 DN0040
 DN0040                          STATION RECOVERY (1969)
 DN0040
 DN0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DN0040'RECOVERED IN GOOD CONDITION.
 DN0040
 DN0040                          STATION RECOVERY (1986)
 DN0040
 DN0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0040'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DURANT,
 DN0040'AT THE INTERSECTION OF NORTH 4TH AVENUE AND WEST EVERGREEN STREET, SET
 DN0040'VERTICALLY IN THE SOUTHEAST FACE OF THE COUNTY COURTHOUSE, 38.9 M
 DN0040'(127.6 FT) NORTHEAST OF THE CENTERLINE OF THE STREET, 31.8 M (104.3
 DN0040'FT) NORTHWEST OF THE CENTERLINE OF THE AVENUE, 12.1 M (39.7 FT)
 DN0040'NORTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, AND 2.2 M (7.2
 DN0040'FT) SOUTHWEST OF THE CENTER OF THE SOUTHEAST ENTRANCE.
 DN0040'THE MARK IS 1.3 M ABOVE THE SIDEWALK.
 DN0040
 DN0040                          STATION RECOVERY (2004)
 DN0040
 DN0040'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN0040'RECOVERED IN GOOD CONDITION.
 DN0040
 DN0040                          STATION RECOVERY (2012)
 DN0040
 DN0040'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 DN0040'RECOVERED IN GOOD CONDITION.
 DN0040
 DN0040                          STATION RECOVERY (2025)
 DN0040
 DN0040'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (RH)
 DN0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0751 ***********************************************************************
 EL0751  DESIGNATION -  DURANT
 EL0751  PID         -  EL0751
 EL0751  STATE/COUNTY-  OK/BRYAN
 EL0751  COUNTRY     -  US
 EL0751  USGS QUAD   -  DURANT NORTH (2018)
 EL0751
 EL0751                         *CURRENT SURVEY CONTROL
 EL0751  ______________________________________________________________________
 EL0751* NAD 83(1993) POSITION- 34 00 28.19244(N) 096 22 42.20371(W)   ADJUSTED
 EL0751* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 EL0751  ______________________________________________________________________
 EL0751  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 EL0751  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 EL0751  HORZ ORDER      -  SECOND
 EL0751
 EL0751.The horizontal coordinates were established by classical geodetic methods
 EL0751.and adjusted by the National Geodetic Survey in November 1994.
 EL0751
 EL0751.The orthometric height was scaled from a topographic map.
 EL0751
 EL0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0751.GEOID18 height accuracy estimate available here.
 EL0751
 EL0751.Click photographs - Photos may exist for this station.
 EL0751
 EL0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0751
 EL0751. The following values were computed from the NAD 83(1993) position.
 EL0751
 EL0751;                    North         East     Units Scale Factor Converg.
 EL0751;SPC OK S     -    76,021.190   749,789.839   MT  0.99998619   +0 55 13.6
 EL0751;SPC OK S     -   249,412.85  2,459,935.50   sFT  0.99998619   +0 55 13.6
 EL0751;UTM  14      - 3,766,123.556   742,109.666   MT  1.00032265   +1 28 01.2
 EL0751
 EL0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0751!SPC OK S     -   0.99997087  x   0.99998619  =   0.99995706
 EL0751!UTM  14      -   0.99997087  x   1.00032265  =   1.00029351
 EL0751
 EL0751:                Primary Azimuth Mark                     Grid Az
 EL0751:SPC OK S     -  DURANT AZ MK                             091 01 09.1
 EL0751:UTM  14      -  DURANT AZ MK                             090 28 21.5
 EL0751
 EL0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4210966123(NAD 83)
 EL0751
 EL0751|---------------------------------------------------------------------|
 EL0751| PID    Reference Object                     Distance      Geod. Az  |
 EL0751|                                                           dddmmss.s |
 EL0751| EL0743 CADDO MANNING SCHOOL CUPOLA         APPROX.17.2 KM 0365429.4 |
 EL0751| EL0742 CADDO MUNICIPAL STANDPIPE           APPROX.17.3 KM 0370738.3 |
 EL0751| EL0748 DURANT REA RADIO MAST               APPROX. 2.2 KM 0861802.2 |
 EL0751| EL0746 DURANT ST HWY PATROL RAD MAST       428.377 METERS 0911005.2 |
 EL0751| CY1705 DURANT AZ MK                                       0915622.7 |
 EL0751| EL0750 DURANT SE STATE COLLEGE STACK       209.762 METERS 12830     |
 EL0751| DN1078 DURANT MILLING CO GRAIN ELEV        APPROX. 2.1 KM 1691628.6 |
 EL0751| CY1706 DURANT RM 1                          22.913 METERS 17606     |
 EL0751| CY1707 DURANT RM 2                          29.242 METERS 26824     |
 EL0751|---------------------------------------------------------------------|
 EL0751
 EL0751                          SUPERSEDED SURVEY CONTROL
 EL0751
 EL0751  NAD 83(1986)-  34 00 28.19798(N)    096 22 42.19601(W) AD(       ) 2
 EL0751  NAD 27      -  34 00 27.84790(N)    096 22 41.23500(W) AD(       ) 2
 EL0751
 EL0751.Superseded values are not recommended for survey control.
 EL0751
 EL0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0751.See file dsdata.pdf to determine how the superseded data were derived.
 EL0751
 EL0751_MARKER: DS = TRIANGULATION STATION DISK
 EL0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0751_STAMPING: DURANT 1955
 EL0751_MARK LOGO: CGS
 EL0751_PROJECTION: FLUSH
 EL0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0751+STABILITY: SURFACE MOTION
 EL0751
 EL0751  HISTORY     - Date     Condition        Report By
 EL0751  HISTORY     - 1955     MONUMENTED       CGS
 EL0751
 EL0751                          STATION DESCRIPTION
 EL0751
 EL0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0751'THE STATION IS LOCATED AT THE NORTH EDGE OF THE GROUNDS OF THE
 EL0751'SOUTHEASTERN STATE TEACHERS COLLEGE WHICH IS IN THE NORTH PART
 EL0751'OF THE CITY OF DURANT.
 EL0751'
 EL0751'TO REACH THE STATION FROM THE POST OFFICE IN DURANT GO NORTH ON
 EL0751'NORTH THIRD STREET FOR 0.9 MILE TO COLLEGE BOULEVARD.  TURN
 EL0751'LEFT AND GO WEST ON COLLEGE BOULEVARD 0.3 MILE TO A CROSS
 EL0751'ROAD.  TURN RIGHT ONTO NORTH SEVENTH STREET AND GO NORTH 0.2
 EL0751'MILE TO A CROSS ROAD.  TURN RIGHT AND GO EAST 0.1 MILE TO A
 EL0751'WITNESS POST AND THE STATION.
 EL0751'
 EL0751'THE STATION MARK IS A STANDARD DISK STAMPED DURANT 1955 SET
 EL0751'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 EL0751'WITH THE GROUND.  IT IS ON A STRIP OF LAND BETWEEN SEVERAL ROADS,
 EL0751'18 FEET NORTH OF THE CENTERLINE OF A ROAD, 27 FEET SOUTH OF THE
 EL0751'CENTERLINE OF A ROAD, AND 17 FEET EAST OF A WITNESS POST.
 EL0751'
 EL0751'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DURANT NO
 EL0751'1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 EL0751'FLUSH WITH THE GROUND.  IT IS 4 FEET LOWER THAN THE STATION.
 EL0751'
 EL0751'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DURANT NO
 EL0751'2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0751'IS FLUSH WITH THE GROUND.  IT IS 4 FEET LOWER THAN THE STATION.
 EL0751'
 EL0751'THE AZIMUTH MARK IS LOCATED NEAR THE RADIO MAST WEST OF THE
 EL0751'OKLAHOMA HIGHWAY PATROL BUILDING ON U.S. HIGHWAY 75.  IT
 EL0751'IS A STANDARD DISK STAMPED DURANT 1955 SET IN THE TOP OF A
 EL0751'12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 EL0751'IT IS 20 FEET SOUTH OF THE MAST AND 74 FEET WEST OF THE WEST
 EL0751'WALL OF THE BUILDING.
 EL0751'
 EL0751'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DURANT GO NORTH
 EL0751'ON NORTH THIRD STREET FOR 0.9 MILE TO COLLEGE BOULEVARD.
 EL0751'TURN RIGHT AND GO EAST 0.1 MILE TO AN INTERSECTION.  TURN LEFT
 EL0751'ONTO U.S. HIGHWAY 75 AND GO NORTH 0.15 MILE TO A SIDE ROAD AND
 EL0751'THE OKLAHOMA HIGHWAY PATROL BUILDING ON THE LEFT.  TURN LEFT AND
 EL0751'GO NORTHWEST 0.05 MILE TO THE RADIO MAST AND THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0752 ***********************************************************************
 EL0752  DESIGNATION -  DURANT FAIRVIEW BAP CH SPIRE
 EL0752  PID         -  EL0752
 EL0752  STATE/COUNTY-  OK/BRYAN
 EL0752  COUNTRY     -  US
 EL0752  USGS QUAD   -  DURANT NORTH (2018)
 EL0752
 EL0752                         *CURRENT SURVEY CONTROL
 EL0752  ______________________________________________________________________
 EL0752* NAD 83(1993) POSITION- 34 00 18.48196(N) 096 23 12.70245(W)   ADJUSTED
 EL0752  ______________________________________________________________________
 EL0752  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 EL0752  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 EL0752  HORZ ORDER      -  THIRD
 EL0752
 EL0752.The horizontal coordinates were established by classical geodetic methods
 EL0752.and adjusted by the National Geodetic Survey in November 1994.
 EL0752
 EL0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0752.GEOID18 height accuracy estimate available here.
 EL0752
 EL0752.Click photographs - Photos may exist for this station.
 EL0752
 EL0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0752
 EL0752. The following values were computed from the NAD 83(1993) position.
 EL0752
 EL0752;                    North         East     Units Scale Factor Converg.
 EL0752;SPC OK S     -    75,709.496   749,012.131   MT  0.99998666   +0 54 56.3
 EL0752;SPC OK S     -   248,390.24  2,457,383.97   sFT  0.99998666   +0 54 56.3
 EL0752;UTM  14      - 3,765,804.351   741,334.708   MT  1.00031803   +1 27 43.7
 EL0752
 EL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4133465804(NAD 83)
 EL0752
 EL0752                          SUPERSEDED SURVEY CONTROL
 EL0752
 EL0752  NAD 83(1986)-  34 00 18.48741(N)    096 23 12.69466(W) AD(       ) 3
 EL0752  NAD 27      -  34 00 18.13800(N)    096 23 11.73000(W) AD(       ) 3
 EL0752
 EL0752.Superseded values are not recommended for survey control.
 EL0752
 EL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0752.See file dsdata.pdf to determine how the superseded data were derived.
 EL0752
 EL0752_MARKER: 90 = CHURCH SPIRE
 EL0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0752+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 EL0752
 EL0752  HISTORY     - Date     Condition        Report By
 EL0752  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0752  HISTORY     - 20120725 GOOD             GEOCAC
 EL0752
 EL0752                          STATION DESCRIPTION
 EL0752
 EL0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0752'STATION IS LOCATED IN THE NORTH CENTRAL PART OF DURANT ABOUT
 EL0752'1/2 MILE NORTH OF THE CENTER OF THE CITY.  IT IS A WHITE
 EL0752'AND SILVER COLORED SPIRE THAT IS ON THE SOUTH END OF A GREEN
 EL0752'ROOF CHURCH.  THE TOP OF THE SPIRE, ABOUT 30 FEET IN HEIGHT,
 EL0752'WAS INTERSECTED.
 EL0752
 EL0752                          STATION RECOVERY (2012)
 EL0752
 EL0752'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 EL0752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1085 ***********************************************************************
 DN1085  DESIGNATION -  DURANT FIRST METH CH TOWER
 DN1085  PID         -  DN1085
 DN1085  STATE/COUNTY-  OK/BRYAN
 DN1085  COUNTRY     -  US
 DN1085  USGS QUAD   -  DURANT SOUTH (2018)
 DN1085
 DN1085                         *CURRENT SURVEY CONTROL
 DN1085  ______________________________________________________________________
 DN1085* NAD 83(1993) POSITION- 33 59 35.14484(N) 096 22 39.39853(W)   ADJUSTED
 DN1085  ______________________________________________________________________
 DN1085  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 DN1085  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DN1085  HORZ ORDER      -  THIRD
 DN1085
 DN1085.The horizontal coordinates were established by classical geodetic methods
 DN1085.and adjusted by the National Geodetic Survey in November 1994.
 DN1085
 DN1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1085.GEOID18 height accuracy estimate available here.
 DN1085
 DN1085.Click photographs - Photos may exist for this station.
 DN1085
 DN1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1085
 DN1085. The following values were computed from the NAD 83(1993) position.
 DN1085
 DN1085;                    North         East     Units Scale Factor Converg.
 DN1085;SPC OK S     -    74,388.088   749,888.079   MT  0.99998879   +0 55 15.2
 DN1085;SPC OK S     -   244,054.92  2,460,257.81   sFT  0.99998879   +0 55 15.2
 DN1085;UTM  14      - 3,764,490.917   742,223.509   MT  1.00032333   +1 28 00.7
 DN1085
 DN1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4222364490(NAD 83)
 DN1085
 DN1085                          SUPERSEDED SURVEY CONTROL
 DN1085
 DN1085  NAD 83(1986)-  33 59 35.15029(N)    096 22 39.39084(W) AD(       ) 3
 DN1085  NAD 27      -  33 59 34.79900(N)    096 22 38.42600(W) AD(       ) 3
 DN1085
 DN1085.Superseded values are not recommended for survey control.
 DN1085
 DN1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1085.See file dsdata.pdf to determine how the superseded data were derived.
 DN1085
 DN1085_MARKER: 55 = TOWER
 DN1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1085+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DN1085
 DN1085  HISTORY     - Date     Condition        Report By
 DN1085  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1085  HISTORY     - 20040819 GOOD             USPSQD
 DN1085
 DN1085                          STATION DESCRIPTION
 DN1085
 DN1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1085'STATION IS LOCATED IN THE CENTER OF DURANT.  THE TOWER PROJECTS
 DN1085'ABOUT 20 FEET ABOVE THE NORTHEAST CORNER OF THE CHURCH.  IT
 DN1085'IS PAINTED BROWN AND TRIMMED IN WHITE.  THE CENTER OF THE
 DN1085'TOWER WAS INTERSECTED.
 DN1085
 DN1085                          STATION RECOVERY (2004)
 DN1085
 DN1085'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0753 ***********************************************************************
 EL0753  DESIGNATION -  DURANT MUNICIPAL STANDPIPE
 EL0753  PID         -  EL0753
 EL0753  STATE/COUNTY-  OK/BRYAN
 EL0753  COUNTRY     -  US
 EL0753  USGS QUAD   -  DURANT NORTH (2018)
 EL0753
 EL0753                         *CURRENT SURVEY CONTROL
 EL0753  ______________________________________________________________________
 EL0753* NAD 83(1993) POSITION- 34 00 00.97053(N) 096 23 06.57274(W)   ADJUSTED
 EL0753  ______________________________________________________________________
 EL0753  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 EL0753  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 EL0753  HORZ ORDER      -  THIRD
 EL0753
 EL0753.The horizontal coordinates were established by classical geodetic methods
 EL0753.and adjusted by the National Geodetic Survey in November 1994.
 EL0753
 EL0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0753.GEOID18 height accuracy estimate available here.
 EL0753
 EL0753.Click photographs - Photos may exist for this station.
 EL0753
 EL0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0753
 EL0753. The following values were computed from the NAD 83(1993) position.
 EL0753
 EL0753;                    North         East     Units Scale Factor Converg.
 EL0753;SPC OK S     -    75,172.529   749,178.034   MT  0.99998752   +0 54 59.8
 EL0753;SPC OK S     -   246,628.54  2,457,928.27   sFT  0.99998752   +0 54 59.8
 EL0753;UTM  14      - 3,765,268.813   741,505.781   MT  1.00031905   +1 27 46.5
 EL0753
 EL0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4150565268(NAD 83)
 EL0753
 EL0753                          SUPERSEDED SURVEY CONTROL
 EL0753
 EL0753  NAD 83(1986)-  34 00 00.97594(N)    096 23 06.56495(W) AD(       ) 3
 EL0753  NAD 27      -  34 00 00.62700(N)    096 23 05.60000(W) AD(       ) 3
 EL0753
 EL0753.Superseded values are not recommended for survey control.
 EL0753
 EL0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0753.See file dsdata.pdf to determine how the superseded data were derived.
 EL0753
 EL0753_MARKER: 52 = STANDPIPE TANK
 EL0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0753+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 EL0753
 EL0753  HISTORY     - Date     Condition        Report By
 EL0753  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0753  HISTORY     - 20040819 GOOD             USPSQD
 EL0753
 EL0753                          STATION DESCRIPTION
 EL0753
 EL0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0753'STATION IS LOCATED IN THE NORTH CENTRAL PART OF DURANT.  IT
 EL0753'IS SILVER COLORED, METAL STANDPIPE THAT IS ABOUT 60 FEET IN
 EL0753'HEIGHT AND ABOUT 20 FEET IN DIAMETER.  THE TOP OF THE STANDPIPE
 EL0753'WAS INTERSECTED.
 EL0753
 EL0753                          STATION RECOVERY (2004)
 EL0753
 EL0753'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 EL0753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0748 ***********************************************************************
 EL0748  DESIGNATION -  DURANT REA RADIO MAST
 EL0748  PID         -  EL0748
 EL0748  STATE/COUNTY-  OK/BRYAN
 EL0748  COUNTRY     -  US
 EL0748  USGS QUAD   -  CADDO SOUTH (2018)
 EL0748
 EL0748                         *CURRENT SURVEY CONTROL
 EL0748  ______________________________________________________________________
 EL0748* NAD 83(1993) POSITION- 34 00 32.82025(N) 096 21 16.10166(W)   ADJUSTED
 EL0748  ______________________________________________________________________
 EL0748  GEOID HEIGHT    -        -26.526 (meters)                     GEOID18
 EL0748  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 EL0748  HORZ ORDER      -  THIRD
 EL0748
 EL0748.The horizontal coordinates were established by classical geodetic methods
 EL0748.and adjusted by the National Geodetic Survey in November 1994.
 EL0748
 EL0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0748.GEOID18 height accuracy estimate available here.
 EL0748
 EL0748.Click photographs - Photos may exist for this station.
 EL0748
 EL0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0748
 EL0748. The following values were computed from the NAD 83(1993) position.
 EL0748
 EL0748;                    North         East     Units Scale Factor Converg.
 EL0748;SPC OK S     -    76,199.514   751,996.581   MT  0.99998597   +0 56 02.5
 EL0748;SPC OK S     -   249,997.91  2,467,175.45   sFT  0.99998597   +0 56 02.5
 EL0748;UTM  14      - 3,766,322.987   744,315.363   MT  1.00033588   +1 28 49.6
 EL0748
 EL0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4431566322(NAD 83)
 EL0748
 EL0748                          SUPERSEDED SURVEY CONTROL
 EL0748
 EL0748  NAD 83(1986)-  34 00 32.82570(N)    096 21 16.09383(W) AD(       ) 3
 EL0748  NAD 27      -  34 00 32.47700(N)    096 21 15.12500(W) AD(       ) 3
 EL0748
 EL0748.Superseded values are not recommended for survey control.
 EL0748
 EL0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0748.See file dsdata.pdf to determine how the superseded data were derived.
 EL0748
 EL0748_MARKER: 42 = RADIO/TV MAST
 EL0748
 EL0748  HISTORY     - Date     Condition        Report By
 EL0748  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0748
 EL0748                          STATION DESCRIPTION
 EL0748
 EL0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0748'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF THE CENTER
 EL0748'OF DURANT AND ABOUT 1.0 MILE NORTH OF U.S. HIGHWAY 70.  IT
 EL0748'IS A STEEL STRUCTURE ABOUT 150 FEET IN HEIGHT THAT IS ALTERNATELY
 EL0748'PAINTED ORANGE AND WHITE.  THE TOP OF MAST WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0746 ***********************************************************************
 EL0746  DESIGNATION -  DURANT ST HWY PATROL RAD MAST
 EL0746  PID         -  EL0746
 EL0746  STATE/COUNTY-  OK/BRYAN
 EL0746  COUNTRY     -  US
 EL0746  USGS QUAD   -  CADDO SOUTH (2018)
 EL0746
 EL0746                         *CURRENT SURVEY CONTROL
 EL0746  ______________________________________________________________________
 EL0746* NAD 83(1993) POSITION- 34 00 27.90870(N) 096 22 25.51289(W)   ADJUSTED
 EL0746  ______________________________________________________________________
 EL0746  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 EL0746  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 EL0746  HORZ ORDER      -  THIRD
 EL0746
 EL0746.The horizontal coordinates were established by classical geodetic methods
 EL0746.and adjusted by the National Geodetic Survey in November 1994.
 EL0746
 EL0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0746.GEOID18 height accuracy estimate available here.
 EL0746
 EL0746.Click photographs - Photos may exist for this station.
 EL0746
 EL0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0746
 EL0746. The following values were computed from the NAD 83(1993) position.
 EL0746
 EL0746;                    North         East     Units Scale Factor Converg.
 EL0746;SPC OK S     -    76,019.339   750,218.207   MT  0.99998620   +0 55 23.1
 EL0746;SPC OK S     -   249,406.78  2,461,340.90   sFT  0.99998620   +0 55 23.1
 EL0746;UTM  14      - 3,766,125.791   742,538.176   MT  1.00032521   +1 28 10.5
 EL0746
 EL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4253866125(NAD 83)
 EL0746
 EL0746                          SUPERSEDED SURVEY CONTROL
 EL0746
 EL0746  NAD 83(1986)-  34 00 27.91414(N)    096 22 25.50516(W) AD(       ) 3
 EL0746  NAD 27      -  34 00 27.56300(N)    096 22 24.54200(W) AD(       ) 3
 EL0746
 EL0746.Superseded values are not recommended for survey control.
 EL0746
 EL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0746.See file dsdata.pdf to determine how the superseded data were derived.
 EL0746
 EL0746_MARKER: 42 = RADIO/TV MAST
 EL0746
 EL0746  HISTORY     - Date     Condition        Report By
 EL0746  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0746
 EL0746                          STATION DESCRIPTION
 EL0746
 EL0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0746'STATION IS LOCATED AT THE NORTH EDGE OF DURANT AND ON THE
 EL0746'WEST SIDE OF U.S. HIGHWAY 75.  IT IS A STRUCTURAL STEEL
 EL0746'MAST, 250 FEET IN HEIGHT, THAT IS ALTERNATELY PAINTED ORANGE
 EL0746'AND WHITE AND HAS A RED LIGHT ON TOP.  THE TOP OF MAST WAS
 EL0746'INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1458 ***********************************************************************
 DN1458  DESIGNATION -  DURAPORT
 DN1458  PID         -  DN1458
 DN1458  STATE/COUNTY-  OK/BRYAN
 DN1458  COUNTRY     -  US
 DN1458  USGS QUAD   -  DURANT SOUTH (2018)
 DN1458
 DN1458                         *CURRENT SURVEY CONTROL
 DN1458  ______________________________________________________________________
 DN1458* NAD 83(1993) POSITION- 33 56 40.29699(N) 096 23 48.89448(W)   ADJUSTED
 DN1458* NAD 83(1993) ELLIP HT-   183.002 (meters)        (11/28/94)   ADJUSTED
 DN1458* NAVD 88 ORTHO HEIGHT -   209.9   (meters)      689.    (feet) VERTCON3
 DN1458  ______________________________________________________________________
 DN1458  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 DN1458  NAD 83(1993) X  -   -590,150.634 (meters)                     COMP
 DN1458  NAD 83(1993) Y  - -5,263,869.886 (meters)                     COMP
 DN1458  NAD 83(1993) Z  -  3,541,445.871 (meters)                     COMP
 DN1458  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DN1458  HORZ ORDER      -  SECOND
 DN1458  ELLP ORDER      -  FIFTH     CLASS I
 DN1458
 DN1458.This mark is at Eaker Field Airport (DUA)
 DN1458
 DN1458.The horizontal coordinates were established by GPS observations
 DN1458.and adjusted by the National Geodetic Survey in November 1994.
 DN1458
 DN1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1458
 DN1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1458.GEOID18 height accuracy estimate available here.
 DN1458
 DN1458.Click photographs - Photos may exist for this station.
 DN1458
 DN1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1458
 DN1458.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1458
 DN1458.The ellipsoidal height was determined by GPS observations
 DN1458.and is referenced to NAD 83.
 DN1458
 DN1458. The following values were computed from the NAD 83(1993) position.
 DN1458
 DN1458;                    North         East     Units Scale Factor Converg.
 DN1458;SPC OK S     -    68,972.963   748,190.301   MT  0.99999782   +0 54 35.8
 DN1458;SPC OK S     -   226,288.80  2,454,687.68   sFT  0.99999782   +0 54 35.8
 DN1458;UTM  14      - 3,759,058.118   740,576.794   MT  1.00031354   +1 27 15.2
 DN1458
 DN1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1458!SPC OK S     -   0.99997127  x   0.99999782  =   0.99996909
 DN1458!UTM  14      -   0.99997127  x   1.00031354  =   1.00028480
 DN1458
 DN1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4057659058(NAD 83)
 DN1458
 DN1458|---------------------------------------------------------------------|
 DN1458| PID    Reference Object                     Distance      Geod. Az  |
 DN1458|                                                           dddmmss.s |
 DN1458| DN0961 L 210                               331.286 METERS 21843     |
 DN1458|---------------------------------------------------------------------|
 DN1458
 DN1458                          SUPERSEDED SURVEY CONTROL
 DN1458
 DN1458  NAD 83(1986)-  33 56 40.30189(N)    096 23 48.88787(W) AD(       ) 2
 DN1458  NGVD 29 (11/30/89)  209.8    (m)  RAPSU86  model used  GPS OBS        
 DN1458
 DN1458.Superseded values are not recommended for survey control.
 DN1458
 DN1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1458.See file dsdata.pdf to determine how the superseded data were derived.
 DN1458
 DN1458_MARKER: I = METAL ROD
 DN1458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1458_STAMPING: DURAPORT 1989
 DN1458_MARK LOGO: NGS
 DN1458_PROJECTION: FLUSH
 DN1458_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1458+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DN1458_ROD/PIPE-DEPTH: 5.2 meters
 DN1458_SLEEVE-DEPTH  : 1.0 meters
 DN1458
 DN1458  HISTORY     - Date     Condition        Report By
 DN1458  HISTORY     - 1989     MONUMENTED       NGS
 DN1458
 DN1458                          STATION DESCRIPTION
 DN1458
 DN1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DN1458'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) SOUTH OF DURANT, AT THE
 DN1458'DURANT/EAKER FIELD AIRPORT, IN THE NORTHWEST CORNER OF A GRASS STRIP
 DN1458'FORMED BY RUNWAY 17-35, RUNWAY 12-30, A PARALLEL TAXIWAY AND A
 DN1458'CONNECTING TAXIWAY.  OWNERSHIP--CITY OF DURANT, C/O AIRPORT MANAGER ED
 DN1458'TACKE, 201 NORTH 3RD, DURANT OK 74701. PHONE (405) 924-6886.
 DN1458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 69, AND 75
 DN1458'BUSINESS IN DURANT, GO SOUTH FOR 5.9 KM (3.65 MI) ON HIGHWAY 69 AND 75
 DN1458'BUSINESS TO A PAVED ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 1.5 KM
 DN1458'(0.95 MI) ON WALDON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 DN1458'NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO AN APRON.
 DN1458'CONTINUE NORTHEAST FOR 0.1 KM (0.05 MI) ACROSS APRON PASSING TWO
 DN1458'HANGARS ON THE RIGHT TO AN APRON .  TURN RIGHT AND GO SOUTHEAST FOR
 DN1458'0.1 KM (0.05 MI) ACROSS THE APRON PASSING ON THE NORTHEAST SIDE OF THE
 DN1458'TWO HANGARS TO A PARALLEL TAXIWAY.  TURN LEFT AND GO NORTH FOR 0.1 KM
 DN1458'(0.05 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT JUST
 DN1458'BEFORE RUNWAY 12-30.
 DN1458'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 DN1458'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.2 METERS IN A GREASE
 DN1458'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 DN1458'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 DN1458'27.3 M (89.6 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST JUNCTION OF RUNWAY
 DN1458'12-30 AND A PARALLEL TAXIWAY, 21.1 M (69.2 FT) SOUTHWEST FROM THE
 DN1458'SOUTHWEST EDGE OF RUNWAY 12-30, AND 13.8 M (45.3 FT) EAST FROM THE
 DN1458'EAST EDGE OF A PARALLEL TAXIWAY.
 DN1458'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1043 ***********************************************************************
 FH1043  DESIGNATION -  DUTCH
 FH1043  PID         -  FH1043
 FH1043  STATE/COUNTY-  OK/ADAIR
 FH1043  COUNTRY     -  US
 FH1043  USGS QUAD   -  WESTVILLE (2019)
 FH1043
 FH1043                         *CURRENT SURVEY CONTROL
 FH1043  ______________________________________________________________________
 FH1043* NAD 83(1997) POSITION- 35 52 35.82722(N) 094 30 47.21206(W)   ADJUSTED
 FH1043* NAVD 88 ORTHO HEIGHT -   533.    (meters)     1749.    (feet) SCALED
 FH1043  ______________________________________________________________________
 FH1043  GEOID HEIGHT    -        -28.541 (meters)                     GEOID18
 FH1043  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 FH1043  HORZ ORDER      -  SECOND
 FH1043
 FH1043.The horizontal coordinates were established by classical geodetic methods
 FH1043.and adjusted by the National Geodetic Survey in September 1999.
 FH1043
 FH1043.The orthometric height was scaled from a topographic map.
 FH1043
 FH1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1043.GEOID18 height accuracy estimate available here.
 FH1043
 FH1043.Click photographs - Photos may exist for this station.
 FH1043
 FH1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1043
 FH1043. The following values were computed from the NAD 83(1997) position.
 FH1043
 FH1043;                    North         East     Units Scale Factor Converg.
 FH1043;SPC OK N     -   102,916.680   914,798.604   MT  0.99995822   +2 03 28.0
 FH1043;SPC OK N     -   337,652.47  3,001,301.75   sFT  0.99995822   +2 03 28.0
 FH1043;UTM  15      - 3,971,320.929   363,409.467   MT  0.99982990   -0 53 12.8
 FH1043
 FH1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1043!SPC OK N     -   0.99992081  x   0.99995822  =   0.99987903
 FH1043!UTM  15      -   0.99992081  x   0.99982990  =   0.99975072
 FH1043
 FH1043:                Primary Azimuth Mark                     Grid Az
 FH1043:SPC OK N     -  SNAKE                                    350 16 04.7
 FH1043:UTM  15      -  SNAKE                                    353 12 45.5
 FH1043
 FH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6340971320(NAD 83)
 FH1043
 FH1043|---------------------------------------------------------------------|
 FH1043| PID    Reference Object                     Distance      Geod. Az  |
 FH1043|                                                           dddmmss.s |
 FH1043| CI0789 DUTCH RM 1                            8.739 METERS 03623     |
 FH1043| CI0788 DUTCH AZ MK                                        0902440.7 |
 FH1043| CI0790 DUTCH RM 2                            7.410 METERS 13052     |
 FH1043| FH1041 SNAKE                               APPROX. 5.3 KM 3521932.7 |
 FH1043|---------------------------------------------------------------------|
 FH1043
 FH1043                          SUPERSEDED SURVEY CONTROL
 FH1043
 FH1043  NAD 83(1993)-  35 52 35.83759(N)    094 30 47.21098(W) AD(       ) 2
 FH1043  NAD 83(1986)-  35 52 35.83291(N)    094 30 47.21133(W) AD(       ) 2
 FH1043  NAD 27      -  35 52 35.54000(N)    094 30 46.42400(W) AD(       ) 2
 FH1043
 FH1043.Superseded values are not recommended for survey control.
 FH1043
 FH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1043.See file dsdata.pdf to determine how the superseded data were derived.
 FH1043
 FH1043_MARKER: DS = TRIANGULATION STATION DISK
 FH1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1043_STAMPING: DUTCH 1935
 FH1043_MARK LOGO: CGS
 FH1043_PROJECTION: FLUSH
 FH1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1043+STABILITY: SURFACE MOTION
 FH1043
 FH1043  HISTORY     - Date     Condition        Report By
 FH1043  HISTORY     - 1935     MONUMENTED       CGS
 FH1043  HISTORY     - 1960     GOOD             CGS
 FH1043  HISTORY     - 19720414 GOOD             USGS
 FH1043
 FH1043                          STATION DESCRIPTION
 FH1043
 FH1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH1043'STATION IS ABOUT 7-1/2 MILES SW OF LINCOLN, ARKANSAS, AND
 FH1043'ABOUT 1 MILE W OF DUTCH MILLS, ARKANSAS, IN FRACTIONAL SEC. 11,
 FH1043'T 16 N, R 26 E, ON TOP OF A PROMINENT HILL, ON LAND OWNED BY
 FH1043'MR. NUZ, WHO LIVES 1/2 MILE SW OF THE STATION.  MARK IS SET
 FH1043'ABOUT 100 FEET NNW OF THE SW CORNER OF A CORN FIELD ON SUMMIT
 FH1043'OF HILL, 19.5 FEET W OF A RAIL AND WIRE FENCE ON THE W SIDE
 FH1043'OF THE FIELD AND ABOUT ON THE OKLAHOMA-ARKANSAS STATE LINE,
 FH1043'AND 20 FEET NNW OF A 24-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 FH1043'THE MARK IS FLUSH WITH THE SURFACE.
 FH1043'
 FH1043'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1043'BRONZE DISKS SET IN CONCRETE.
 FH1043'
 FH1043'REFERENCE MARK NO.1 IS NE OF THE STATION, 1 FOOT W OF THE
 FH1043'RAIL AND WIRE FENCE, AND IS FLUSH WITH THE SURFACE.
 FH1043'
 FH1043'REFERENCE MARK NO.2 IS SE OF THE STATION, 1 FOOT W OF THE
 FH1043'RAIL AND WIRE FENCE AND 8 FEET E OF THE OAK TREE WITH TRIANGULAR
 FH1043'BLAZE, AND IS FLUSH WITH THE SURFACE.
 FH1043'
 FH1043'THE AZIMUTH MARK IS E OF THE STATION, 1 FOOT N OF THE FENCE
 FH1043'ON THE S SIDE OF THE CORN FIELD, AND 4 FEET NW OF A 24-INCH
 FH1043'OAK TREE ON THE FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE.
 FH1043'
 FH1043'TO REACH THE STATION FROM DUTCHMILLS, A SMALL TOWN ON U.S.
 FH1043'HIGHWAY 59, GO S ON U.S. HIGHWAY 59 FOR 0.1 MILE FROM FILLING
 FH1043'STATION IN MAIN PART OF TOWN, THENCE RIGHT UP HILL PAST SCHOOL
 FH1043'AND CEMETERY FOR 0.5 MILE TO HOUSE.  FROM HERE FOLLOW WAGON
 FH1043'TRAIL UP MOUNTAIN IN A NORTHWESTERLY DIRECTION AROUND RIGHT
 FH1043'SIDE FOR ABOUT 1/2 MILE TO ANOTHER HOUSE, BEAR LEFT AROUND
 FH1043'THIS HOUSE FOR ABOUT 1/4 MILE TO OPEN FIELD ON SUMMIT OF HILL.
 FH1043'THE STATION IS NEAR THE SW CORNER OF THIS FIELD.
 FH1043
 FH1043                          STATION RECOVERY (1960)
 FH1043
 FH1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1043'ABOUT 2 HOURS SPENT IN SEARCH FOR THIS STATION BUT NEITHER THE
 FH1043'STATION MARK NOR THE REFERENCE MARKS WERE FOUND.  THE FIELD
 FH1043'HAS NOT BEEN CULTIVATED FOR MANY YEARS AND IS GROWN UP IN
 FH1043'BRUSH AND TREES.  NO SIGNS OF THE OLD FENCE LINES COULD BE
 FH1043'FOUND.  THERE IS NO INDICATIONS THAT THESE MARKS HAVE BEEN
 FH1043'DESTROYED BUT THEY WERE SET FLUSH WITH THE GROUND AND ARE
 FH1043'PROBABLY COVERED WITH DIRT AND LEAVES.
 FH1043'
 FH1043'THE AZIMUTH MARK WAS RECOVERED BUT IT WAS IMPOSSIBLE TO GET
 FH1043'A BEARING TOWARD THE STATION SITE DUE TO BRUSH AND TREES.
 FH1043'
 FH1043'TO REACH THE STATION FROM DUTCH MILLS, FROM A PHILLIPS SERVICE
 FH1043'STATION, GO WESTERLY (PASSING A CHURCH AND CEMETERY) FOR 0.5
 FH1043'MILE TO END OF ROAD AT A HOUSE.  PACK WESTERLY FOR ABOUT 3/4
 FH1043'MILE TO SUMMIT OF RIDGE AND STATION SITE.
 FH1043
 FH1043                          STATION RECOVERY (1972)
 FH1043
 FH1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JPM)
 FH1043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1022 ***********************************************************************
 EM1022  DESIGNATION -  DYER
 EM1022  PID         -  EM1022
 EM1022  STATE/COUNTY-  OK/JACKSON
 EM1022  COUNTRY     -  US
 EM1022  USGS QUAD   -  PRAIRIE HILL (2018)
 EM1022
 EM1022                         *CURRENT SURVEY CONTROL
 EM1022  ______________________________________________________________________
 EM1022* NAD 83(1993) POSITION- 34 30 38.86279(N) 099 31 27.72425(W)   ADJUSTED
 EM1022* NAVD 88 ORTHO HEIGHT -   446.8   (meters)     1466.    (feet) VERTCON3
 EM1022  ______________________________________________________________________
 EM1022  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 EM1022  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 EM1022  HORZ ORDER      -  SECOND
 EM1022
 EM1022.The horizontal coordinates were established by classical geodetic methods
 EM1022.and adjusted by the National Geodetic Survey in November 1994.
 EM1022
 EM1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1022
 EM1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1022.GEOID18 height accuracy estimate available here.
 EM1022
 EM1022.Click photographs - Photos may exist for this station.
 EM1022
 EM1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1022
 EM1022. The following values were computed from the NAD 83(1993) position.
 EM1022
 EM1022;                    North         East     Units Scale Factor Converg.
 EM1022;SPC OK S     -   131,664.676   460,034.306   MT  0.99993676   -0 51 54.9
 EM1022;SPC OK S     -   431,969.86  1,509,295.89   sFT  0.99993676   -0 51 54.9
 EM1022;SPC TXNC     - 2,315,882.129   505,917.139   MT  1.00019728   -0 33 31.3
 EM1022;SPC TXNC     - 7,598,023.28  1,659,829.81   sFT  1.00019728   -0 33 31.3
 EM1022;UTM  14      - 3,818,919.089   451,867.293   MT  0.99962856   -0 17 49.5
 EM1022
 EM1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1022!SPC OK S     -   0.99993428  x   0.99993676  =   0.99987104
 EM1022!SPC TXNC     -   0.99993428  x   1.00019728  =   1.00013154
 EM1022!UTM  14      -   0.99993428  x   0.99962856  =   0.99956286
 EM1022
 EM1022:                Primary Azimuth Mark                     Grid Az
 EM1022:SPC OK S     -  CRETA AZ MK                              291 41 44.4
 EM1022:SPC TXNC     -  CRETA AZ MK                              291 23 20.8
 EM1022:UTM  14      -  CRETA AZ MK                              291 07 39.0
 EM1022
 EM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5186718919(NAD 83)
 EM1022
 EM1022|---------------------------------------------------------------------|
 EM1022| PID    Reference Object                     Distance      Geod. Az  |
 EM1022|                                                           dddmmss.s |
 EM1022| CX7127 DYER RM 1                             7.194 METERS 09814     |
 EM1022| EM1023 CRETA AZ MK                         APPROX. 1.1 KM 2904949.5 |
 EM1022| CX7128 DYER RM 2                             9.980 METERS 35452     |
 EM1022|---------------------------------------------------------------------|
 EM1022
 EM1022                          SUPERSEDED SURVEY CONTROL
 EM1022
 EM1022  NAD 83(1986)-  34 30 38.86936(N)    099 31 27.71596(W) AD(       ) 2
 EM1022  NAD 27      -  34 30 38.60600(N)    099 31 26.38530(W) AD(       ) 2
 EM1022  NGVD 29 (07/19/86)  446.6    (m)         1465.     (f) VERT ANG       
 EM1022
 EM1022.Superseded values are not recommended for survey control.
 EM1022
 EM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1022.See file dsdata.pdf to determine how the superseded data were derived.
 EM1022
 EM1022_MARKER: DS = TRIANGULATION STATION DISK
 EM1022_SETTING: 66 = SET IN ROCK OUTCROP
 EM1022_STAMPING: DYER 1961
 EM1022_MARK LOGO: CGS
 EM1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM1022+STABILITY: POSITION/ELEVATION WELL
 EM1022
 EM1022  HISTORY     - Date     Condition        Report By
 EM1022  HISTORY     - 1961     MONUMENTED       CGS
 EM1022  HISTORY     - 1963     GOOD             CGS
 EM1022
 EM1022                          STATION DESCRIPTION
 EM1022
 EM1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1022'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF ELDORADO,
 EM1022'5-1/2 MILES WEST SOUTHWEST OF OLUSTEE AND ON THE NORTH END
 EM1022'OF A NORTH SOUTH RIDGE.
 EM1022'
 EM1022'TO REACH THE STATION FROM THE POST OFFICE IN OLUSTEE, GO
 EM1022'WEST ON STATE HIGHWAY 44 FOR 6.2 MILES TO A SIDE ROAD LEFT AT
 EM1022'THE WEST END OF A WOODEN BRIDGE, TURN LEFT CROSSING THE
 EM1022'RAILROAD TRACKS AND GO SOUTH THEN EAST ON A GRADED ROAD FOR
 EM1022'0.65 MILE TO A SIDE ROAD RIGHT, CONTINUE EAST FOR 0.55 MILE
 EM1022'TO A POINT WHERE THE ROAD TURNS LEFT AND A WIRE GATE ON THE
 EM1022'RIGHT (EAST SIDE OF ROAD), TURN RIGHT ON TRACK ROAD PASSING
 EM1022'THROUGH GATE AND GO SOUTHEASTERLY FOR 0.1 MILE TO A WIRE
 EM1022'GATE ON THE LEFT, KEEP RIGHT ON THE TRACK ROAD PASSING TO THE
 EM1022'RIGHT OF FARM MACHINERY AND GO SOUTH FOR 0.15 MILE TO A WIRE
 EM1022'GATE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH
 EM1022'ACROSS PASTURE AND UP SLOPE OF THE NORTH END OF THE RIDGE
 EM1022'TO THE STATION ON THE CREST OF THE RIDGE.
 EM1022'
 EM1022'STATION CRETA AZIMUTH MAY BE USED AS AN AZIMUTH.  SEE DESCRIPTION
 EM1022'THEREOF.
 EM1022'
 EM1022'THE STATION MARK IS A STANDARD STATION DISK STAMPED DYER 1961,
 EM1022'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.  THE
 EM1022'MARK IS 34 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE, 33.6
 EM1022'FEET EAST OF THE WEST EDGE OF RIDGE AND 28.4 FEET SOUTH OF
 EM1022'A WITNESS POST.
 EM1022'
 EM1022'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DYER NO 2 1961
 EM1022'AND IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH
 EM1022'IS FLUSH, THE MARK IS 10 FEET SOUTH OF THE NORTH EDGE OF THE
 EM1022'RIDGE AND 5.9 FEET NORTH OF A WITNESS POST.
 EM1022'
 EM1022'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DYER NO 1 1961
 EM1022'AND IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH.
 EM1022'THE MARK IS 38.7 FEET SOUTH OF A WITNESS POST AND 35.9 FEET
 EM1022'WEST OF THE EAST EDGE OF THE RIDGE.
 EM1022'
 EM1022'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 EM1022'44.60 FEET OR 13.594 METERS.
 EM1022
 EM1022                          STATION RECOVERY (1963)
 EM1022
 EM1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1022'STATION RECOVERED AS DESCRIBED.  TO REACH IS ENTIRELY ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0616 ***********************************************************************
 FJ0616  DESIGNATION -  E 10
 FJ0616  PID         -  FJ0616
 FJ0616  STATE/COUNTY-  OK/CANADIAN
 FJ0616  COUNTRY     -  US
 FJ0616  USGS QUAD   -  EL RENO (2018)
 FJ0616
 FJ0616                         *CURRENT SURVEY CONTROL
 FJ0616  ______________________________________________________________________
 FJ0616* NAD 83(1986) POSITION- 35 31 46.     (N) 097 57 28.     (W)   SCALED
 FJ0616* NAVD 88 ORTHO HEIGHT -   414.598 (meters)     1360.23  (feet) ADJUSTED
 FJ0616  ______________________________________________________________________
 FJ0616  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ0616  DYNAMIC HEIGHT  -        414.193 (meters)     1358.90  (feet) COMP
 FJ0616  MODELED GRAVITY -    979,645.9   (mgal)                       NAVD 88
 FJ0616
 FJ0616  VERT ORDER      -  FIRST     CLASS II
 FJ0616
 FJ0616.The horizontal coordinates were scaled from a map and have
 FJ0616.an estimated accuracy of +/- 6 seconds.
 FJ0616
 FJ0616.The orthometric height was determined by differential leveling and
 FJ0616.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0616.in June 1991.
 FJ0616
 FJ0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0616.GEOID18 height accuracy estimate available here.
 FJ0616
 FJ0616.Click photographs - Photos may exist for this station.
 FJ0616
 FJ0616.The dynamic height is computed by dividing the NAVD 88
 FJ0616.geopotential number by the normal gravity value computed on the
 FJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0616.degrees latitude (g = 980.6199 gals.).
 FJ0616
 FJ0616.The modeled gravity was interpolated from observed gravity values.
 FJ0616
 FJ0616;                    North         East    Units  Estimated Accuracy
 FJ0616;SPC OK N     -    58,750.      603,830.      MT  (+/- 180 meters Scaled)
 FJ0616
 FJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE944322(NAD 83)
 FJ0616
 FJ0616                          SUPERSEDED SURVEY CONTROL
 FJ0616
 FJ0616  NGVD 29 (??/??/92)  414.420  (m)         1359.64   (f) ADJ UNCH    1 2
 FJ0616
 FJ0616.Superseded values are not recommended for survey control.
 FJ0616
 FJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0616.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0616
 FJ0616_MARKER: DB = BENCH MARK DISK
 FJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0616_STAMPING: E 10 1933 1359.659
 FJ0616_MARK LOGO: CGS
 FJ0616_PROJECTION: PROJECTING 8 CENTIMETERS
 FJ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0616+STABILITY: SURFACE MOTION
 FJ0616
 FJ0616  HISTORY     - Date     Condition        Report By
 FJ0616  HISTORY     - 1933     MONUMENTED       CGS
 FJ0616  HISTORY     - 1953     GOOD             CGS
 FJ0616  HISTORY     - 1984     GOOD             NGS
 FJ0616  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0616  HISTORY     - 20040716 MARK NOT FOUND   USPSQD
 FJ0616
 FJ0616                          STATION DESCRIPTION
 FJ0616
 FJ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0616'0.1 MI S FROM EL RENO.
 FJ0616'0.1 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0616'RAILROAD FROM THE STATION AT EL RENO, 70 FEET EAST OF THE EAST
 FJ0616'RAIL OF THE MAIN TRACK, 8 FEET NORTH OF THE NORTHWEST CORNER
 FJ0616'OF THE DIVISION ENGINEERS OFFICE, SET IN THE TOP OF A CONCRETE
 FJ0616'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0616
 FJ0616                          STATION RECOVERY (1984)
 FJ0616
 FJ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0616'RECOVERED IN FAIR CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EL RENO,
 FJ0616'SET AT THE SOUTH END OF SOUTH GRAND STREET, AT THE INTERSECTION OF
 FJ0616'WEST WATTS STREET, AT THE NORTHWEST CORNER OF A THREE-STORY BRICK
 FJ0616'BUILDING, 10.97 METERS (36.0 FT) SOUTH OF THE CENTER OF WEST WATTS
 FJ0616'STREET, 23.89 METERS (78.4 FT) NORTHEAST OF THE EAST RAIL OF THE MAIN
 FJ0616'TRACK OF THE OKLAHOMA, KANSAS AND TEXAS RAILROAD, AND 3.62 METERS
 FJ0616'(11.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK BUILDING.
 FJ0616'THE MARK IS 0.15 M ABOVE WEST WATTS STREET.
 FJ0616
 FJ0616                          STATION RECOVERY (1988)
 FJ0616
 FJ0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0616'MARK NOT FOUND.
 FJ0616
 FJ0616                          STATION RECOVERY (2004)
 FJ0616
 FJ0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0580 ***********************************************************************
 EK0580  DESIGNATION -  E 100
 EK0580  PID         -  EK0580
 EK0580  STATE/COUNTY-  OK/PUSHMATAHA
 EK0580  COUNTRY     -  US
 EK0580  USGS QUAD   -  ANTLERS EAST (2019)
 EK0580
 EK0580                         *CURRENT SURVEY CONTROL
 EK0580  ______________________________________________________________________
 EK0580* NAD 83(1986) POSITION- 34 12 53.     (N) 095 33 59.     (W)   SCALED
 EK0580* NAVD 88 ORTHO HEIGHT -   164.109 (meters)      538.41  (feet) ADJUSTED
 EK0580  ______________________________________________________________________
 EK0580  GEOID HEIGHT    -        -30.153 (meters)                     GEOID18
 EK0580  DYNAMIC HEIGHT  -        163.931 (meters)      537.83  (feet) COMP
 EK0580  MODELED GRAVITY -    979,548.9   (mgal)                       NAVD 88
 EK0580
 EK0580  VERT ORDER      -  SECOND    CLASS 0
 EK0580
 EK0580.The horizontal coordinates were scaled from a map and have
 EK0580.an estimated accuracy of +/- 6 seconds.
 EK0580
 EK0580.The orthometric height was determined by differential leveling and
 EK0580.adjusted by the NATIONAL GEODETIC SURVEY
 EK0580.in June 1991.
 EK0580
 EK0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0580.GEOID18 height accuracy estimate available here.
 EK0580
 EK0580.Click photographs - Photos may exist for this station.
 EK0580
 EK0580.The dynamic height is computed by dividing the NAVD 88
 EK0580.geopotential number by the normal gravity value computed on the
 EK0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0580.degrees latitude (g = 980.6199 gals.).
 EK0580
 EK0580.The modeled gravity was interpolated from observed gravity values.
 EK0580
 EK0580;                    North         East    Units  Estimated Accuracy
 EK0580;SPC OK S     -   100,470.      824,230.      MT  (+/- 180 meters Scaled)
 EK0580
 EK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT635889(NAD 83)
 EK0580
 EK0580                          SUPERSEDED SURVEY CONTROL
 EK0580
 EK0580  NGVD 29 (??/??/92)  164.025  (m)          538.14   (f) ADJ UNCH    2 0
 EK0580
 EK0580.Superseded values are not recommended for survey control.
 EK0580
 EK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0580.See file dsdata.pdf to determine how the superseded data were derived.
 EK0580
 EK0580_MARKER: DB = BENCH MARK DISK
 EK0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0580_STAMPING: E 100 1960
 EK0580_MARK LOGO: CGS
 EK0580_PROJECTION: PROJECTING 13 CENTIMETERS
 EK0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0580+STABILITY: SURFACE MOTION
 EK0580
 EK0580  HISTORY     - Date     Condition        Report By
 EK0580  HISTORY     - 1960     MONUMENTED       CGS
 EK0580
 EK0580                          STATION DESCRIPTION
 EK0580
 EK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0580'3.6 MI SE FROM ANTLERS.
 EK0580'ABOUT 3.55 MILES SOUTHEAST ALONG STATE HIGHWAYS 3 AND 7 FROM
 EK0580'THE ST. LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS,
 EK0580'AT THE JUNCTION OF SANDY ROAD LEADING EAST, IN SECTION 18,
 EK0580'R 17 E, T 4 S, 75 FEET NORTHEAST OF THE CENTER LINE OF THE
 EK0580'HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 EK0580'EAST, 2 1/2 FEET EAST OF CONCRETE RIGHT-OF-WAY MARK, 1.2 FEET
 EK0580'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY,
 EK0580'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0481 ***********************************************************************
 EK0481  DESIGNATION -  E 101
 EK0481  PID         -  EK0481
 EK0481  STATE/COUNTY-  OK/PUSHMATAHA
 EK0481  COUNTRY     -  US
 EK0481  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0481
 EK0481                         *CURRENT SURVEY CONTROL
 EK0481  ______________________________________________________________________
 EK0481* NAD 83(1986) POSITION- 34 19 06.     (N) 095 14 26.     (W)   SCALED
 EK0481* NAVD 88 ORTHO HEIGHT -   172.167 (meters)      564.85  (feet) ADJUSTED
 EK0481  ______________________________________________________________________
 EK0481  GEOID HEIGHT    -        -30.881 (meters)                     GEOID18
 EK0481  DYNAMIC HEIGHT  -        171.976 (meters)      564.22  (feet) COMP
 EK0481  MODELED GRAVITY -    979,530.3   (mgal)                       NAVD 88
 EK0481
 EK0481  VERT ORDER      -  SECOND    CLASS 0
 EK0481
 EK0481.The horizontal coordinates were scaled from a map and have
 EK0481.an estimated accuracy of +/- 6 seconds.
 EK0481
 EK0481.The orthometric height was determined by differential leveling and
 EK0481.adjusted by the NATIONAL GEODETIC SURVEY
 EK0481.in June 1991.
 EK0481
 EK0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0481.GEOID18 height accuracy estimate available here.
 EK0481
 EK0481.Click photographs - Photos may exist for this station.
 EK0481
 EK0481.The dynamic height is computed by dividing the NAVD 88
 EK0481.geopotential number by the normal gravity value computed on the
 EK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0481.degrees latitude (g = 980.6199 gals.).
 EK0481
 EK0481.The modeled gravity was interpolated from observed gravity values.
 EK0481
 EK0481;                    North         East    Units  Estimated Accuracy
 EK0481;SPC OK S     -   112,730.      853,930.      MT  (+/- 180 meters Scaled)
 EK0481
 EK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT938997(NAD 83)
 EK0481
 EK0481                          SUPERSEDED SURVEY CONTROL
 EK0481
 EK0481  NGVD 29 (??/??/92)  172.090  (m)          564.60   (f) ADJ UNCH    2 0
 EK0481
 EK0481.Superseded values are not recommended for survey control.
 EK0481
 EK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0481.See file dsdata.pdf to determine how the superseded data were derived.
 EK0481
 EK0481_MARKER: DB = BENCH MARK DISK
 EK0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0481_SP_SET: CULVERT HEADWALL
 EK0481_STAMPING: E 101 1960
 EK0481_MARK LOGO: CGS
 EK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0481+STABILITY: SURFACE MOTION
 EK0481
 EK0481  HISTORY     - Date     Condition        Report By
 EK0481  HISTORY     - 1960     MONUMENTED       CGS
 EK0481
 EK0481                          STATION DESCRIPTION
 EK0481
 EK0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0481'2.6 MI NE FROM CLOUDY.
 EK0481'ABOUT 2.65 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0481'OFFICE AT CLOUDY, IN SECTION 6, R 20 E, T 3 S, SET IN THE TOP
 EK0481'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 EK0481'CULVERT, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 EK0481'ABOUT 1 FOOT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0267 ***********************************************************************
 GK0267  DESIGNATION -  E 103
 GK0267  PID         -  GK0267
 GK0267  STATE/COUNTY-  OK/TEXAS
 GK0267  COUNTRY     -  US
 GK0267  USGS QUAD   -  GUYMON SW (2018)
 GK0267
 GK0267                         *CURRENT SURVEY CONTROL
 GK0267  ______________________________________________________________________
 GK0267* NAD 83(1986) POSITION- 36 34 26.     (N) 101 23 28.     (W)   SCALED
 GK0267* NAVD 88 ORTHO HEIGHT -   882.656 (meters)     2895.85  (feet) ADJUSTED
 GK0267  ______________________________________________________________________
 GK0267  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 GK0267  DYNAMIC HEIGHT  -        881.733 (meters)     2892.82  (feet) COMP
 GK0267  MODELED GRAVITY -    979,557.0   (mgal)                       NAVD 88
 GK0267
 GK0267  VERT ORDER      -  SECOND    CLASS 0
 GK0267
 GK0267.The horizontal coordinates were scaled from a map and have
 GK0267.an estimated accuracy of +/- 6 seconds.
 GK0267
 GK0267.The orthometric height was determined by differential leveling and
 GK0267.adjusted by the NATIONAL GEODETIC SURVEY
 GK0267.in June 1991.
 GK0267
 GK0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0267.GEOID18 height accuracy estimate available here.
 GK0267
 GK0267.Click photographs - Photos may exist for this station.
 GK0267
 GK0267.The dynamic height is computed by dividing the NAVD 88
 GK0267.geopotential number by the normal gravity value computed on the
 GK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0267.degrees latitude (g = 980.6199 gals.).
 GK0267
 GK0267.The modeled gravity was interpolated from observed gravity values.
 GK0267
 GK0267;                    North         East    Units  Estimated Accuracy
 GK0267;SPC OK N     -   179,930.      296,550.      MT  (+/- 180 meters Scaled)
 GK0267
 GK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF860502(NAD 83)
 GK0267
 GK0267                          SUPERSEDED SURVEY CONTROL
 GK0267
 GK0267  NGVD 29 (??/??/92)  882.216  (m)         2894.40   (f) ADJ UNCH    2 0
 GK0267
 GK0267.Superseded values are not recommended for survey control.
 GK0267
 GK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0267.See file dsdata.pdf to determine how the superseded data were derived.
 GK0267
 GK0267_MARKER: DB = BENCH MARK DISK
 GK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0267_STAMPING: E 103 1934
 GK0267_MARK LOGO: CGS
 GK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0267+STABILITY: SURFACE MOTION
 GK0267
 GK0267  HISTORY     - Date     Condition        Report By
 GK0267  HISTORY     - 1934     MONUMENTED       CGS
 GK0267  HISTORY     - 1965     GOOD             USGS
 GK0267
 GK0267                          STATION DESCRIPTION
 GK0267
 GK0267'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0267'4.6 MI NW FROM HITCHLAND.
 GK0267'8.9 MI. NW FROM HITCHLAND GUYMON, ABOUT 4.6 MI. EAST ALONG STATE HWY.
 GK0267'3 FROM THE TEXAS CO. COURTHOUSE, THENCE SOUTH ON A BLACKTOP ROAD 7.1
 GK0267'MI TO THE ENTRANCE TO THE HENRY C. HITCH RANCH, THENCE N. 0.3 MI. TO A
 GK0267'RANCH ROAD W. THENCE W. 0.1 MI. THENCE SE ON AN OLD RD. (TRACK RD.
 GK0267'NOW) ABOUT 0.5 MI. TO A BEND IN THE OLD RD. IN THE SE 1/4 OF SEC. 1,
 GK0267'T-1-N, R-15-E. AT NW END OF A CURVE IN THE OLD RD., 30 FT NE OF
 GK0267'CENTERLINE OF OLD RD., ABOUT 0.2 MI. W. OF THE PRESENT BRIDGE OVER
 GK0267'COLDWATER CK.  IN A PASTURE, A CONC. POST WITH A STD. USC AND GS
 GK0267'TABLET STAMPED E 103 1934 MARKED WITH A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0345 ***********************************************************************
 GJ0345  DESIGNATION -  E 104
 GJ0345  PID         -  GJ0345
 GJ0345  STATE/COUNTY-  OK/ELLIS
 GJ0345  COUNTRY     -  US
 GJ0345  USGS QUAD   -  GOODWIN (2018)
 GJ0345
 GJ0345                         *CURRENT SURVEY CONTROL
 GJ0345  ______________________________________________________________________
 GJ0345* NAD 83(1986) POSITION- 36 08 17.     (N) 099 52 51.     (W)   SCALED
 GJ0345* NAVD 88 ORTHO HEIGHT -   746.359 (meters)     2448.68  (feet) ADJUSTED
 GJ0345  ______________________________________________________________________
 GJ0345  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 GJ0345  DYNAMIC HEIGHT  -        745.589 (meters)     2446.15  (feet) COMP
 GJ0345  MODELED GRAVITY -    979,577.3   (mgal)                       NAVD 88
 GJ0345
 GJ0345  VERT ORDER      -  SECOND    CLASS 0
 GJ0345
 GJ0345.The horizontal coordinates were scaled from a map and have
 GJ0345.an estimated accuracy of +/- 6 seconds.
 GJ0345
 GJ0345.The orthometric height was determined by differential leveling and
 GJ0345.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0345.in June 1991.
 GJ0345
 GJ0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0345.GEOID18 height accuracy estimate available here.
 GJ0345
 GJ0345.Click photographs - Photos may exist for this station.
 GJ0345
 GJ0345.The dynamic height is computed by dividing the NAVD 88
 GJ0345.geopotential number by the normal gravity value computed on the
 GJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0345.degrees latitude (g = 980.6199 gals.).
 GJ0345
 GJ0345.The modeled gravity was interpolated from observed gravity values.
 GJ0345
 GJ0345;                    North         East    Units  Estimated Accuracy
 GJ0345;SPC OK N     -   127,910.      430,730.      MT  (+/- 180 meters Scaled)
 GJ0345
 GJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME207996(NAD 83)
 GJ0345
 GJ0345                          SUPERSEDED SURVEY CONTROL
 GJ0345
 GJ0345  NGVD 29 (??/??/92)  746.047  (m)         2447.66   (f) ADJ UNCH    2 0
 GJ0345
 GJ0345.Superseded values are not recommended for survey control.
 GJ0345
 GJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0345.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0345
 GJ0345_MARKER: DB = BENCH MARK DISK
 GJ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0345_STAMPING: E 104 1934
 GJ0345_MARK LOGO: CGS
 GJ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0345+STABILITY: SURFACE MOTION
 GJ0345
 GJ0345  HISTORY     - Date     Condition        Report By
 GJ0345  HISTORY     - 1934     MONUMENTED       CGS
 GJ0345
 GJ0345                          STATION DESCRIPTION
 GJ0345
 GJ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0345'6.3 MI W FROM ARNETT.
 GJ0345'6.3 MILES WEST OF ELLIS COUNTY COURTHOUSE AT ARNETT 215 FEET
 GJ0345'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60.  48 FEET SOUTHWEST
 GJ0345'OF THE CENTERLINE OF U.S. HIGHWAY 283.  AT THE NORTHWEST POINT OF
 GJ0345'TRIANGLE OF JUNCTION OF U.S. HIGHWAYS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0475 ***********************************************************************
 FK0475  DESIGNATION -  E 105
 FK0475  PID         -  FK0475
 FK0475  STATE/COUNTY-  OK/ROGER MILLS
 FK0475  COUNTRY     -  US
 FK0475  USGS QUAD   -  CHEYENNE (2018)
 FK0475
 FK0475                         *CURRENT SURVEY CONTROL
 FK0475  ______________________________________________________________________
 FK0475* NAD 83(1986) POSITION- 35 37 04.     (N) 099 40 16.     (W)   SCALED
 FK0475* NAVD 88 ORTHO HEIGHT -   589.370 (meters)     1933.62  (feet) ADJUSTED
 FK0475  ______________________________________________________________________
 FK0475  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 FK0475  DYNAMIC HEIGHT  -        588.756 (meters)     1931.61  (feet) COMP
 FK0475  MODELED GRAVITY -    979,573.5   (mgal)                       NAVD 88
 FK0475
 FK0475  VERT ORDER      -  SECOND    CLASS 0
 FK0475
 FK0475.The horizontal coordinates were scaled from a map and have
 FK0475.an estimated accuracy of +/- 6 seconds.
 FK0475
 FK0475.The orthometric height was determined by differential leveling and
 FK0475.adjusted by the NATIONAL GEODETIC SURVEY
 FK0475.in June 1991.
 FK0475
 FK0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0475.GEOID18 height accuracy estimate available here.
 FK0475
 FK0475.Click photographs - Photos may exist for this station.
 FK0475
 FK0475.The dynamic height is computed by dividing the NAVD 88
 FK0475.geopotential number by the normal gravity value computed on the
 FK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0475.degrees latitude (g = 980.6199 gals.).
 FK0475
 FK0475.The modeled gravity was interpolated from observed gravity values.
 FK0475
 FK0475;                    North         East    Units  Estimated Accuracy
 FK0475;SPC OK N     -    69,850.      448,610.      MT  (+/- 180 meters Scaled)
 FK0475
 FK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME392417(NAD 83)
 FK0475
 FK0475                          SUPERSEDED SURVEY CONTROL
 FK0475
 FK0475  NGVD 29 (??/??/92)  589.093  (m)         1932.72   (f) ADJ UNCH    2 0
 FK0475
 FK0475.Superseded values are not recommended for survey control.
 FK0475
 FK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0475.See file dsdata.pdf to determine how the superseded data were derived.
 FK0475
 FK0475_MARKER: DB = BENCH MARK DISK
 FK0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0475_STAMPING: E 105 1934
 FK0475_MARK LOGO: CGS
 FK0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0475+STABILITY: SURFACE MOTION
 FK0475
 FK0475  HISTORY     - Date     Condition        Report By
 FK0475  HISTORY     - 1934     MONUMENTED       CGS
 FK0475  HISTORY     - 1934     GOOD             CGS
 FK0475  HISTORY     - 1958     MARK NOT FOUND   USGS
 FK0475  HISTORY     - 19870506 MARK NOT FOUND   USPSQD
 FK0475
 FK0475                          STATION DESCRIPTION
 FK0475
 FK0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0475'AT CHEYENNE.
 FK0475'177 FEET WEST OF THE PANHANDLE AND SANTA FE RAILROAD STATION,
 FK0475'AT CHEYENNE, ROGER MILLS COUNTY, OKLAHOMA. 52 FEET SOUTH OF
 FK0475'THE NEAREST RAIL OF THE MAIN TRACK, 45 FEET NORTH OF THE FENCE
 FK0475'AROUND BEAVIN AND PANKEY OIL CO. GAS STOREAGE TANK, 33 FEET WEST
 FK0475'OF ROAD CROSSING TRACK.  STANDARD DISK SET IN A CONCRETE POST.
 FK0475
 FK0475                          STATION RECOVERY (1958)
 FK0475
 FK0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0475'MARK NOT FOUND.
 FK0475
 FK0475                          STATION RECOVERY (1987)
 FK0475
 FK0475'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0475'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0363 ***********************************************************************
 GJ0363  DESIGNATION -  E 106
 GJ0363  PID         -  GJ0363
 GJ0363  STATE/COUNTY-  OK/WOODWARD
 GJ0363  COUNTRY     -  US
 GJ0363  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0363
 GJ0363                         *CURRENT SURVEY CONTROL
 GJ0363  ______________________________________________________________________
 GJ0363* NAD 83(1986) POSITION- 36 34 11.     (N) 099 33 24.     (W)   SCALED
 GJ0363* NAVD 88 ORTHO HEIGHT -   607.335 (meters)     1992.56  (feet) ADJUSTED
 GJ0363  ______________________________________________________________________
 GJ0363  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GJ0363  DYNAMIC HEIGHT  -        606.748 (meters)     1990.64  (feet) COMP
 GJ0363  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 GJ0363
 GJ0363  VERT ORDER      -  SECOND    CLASS 0
 GJ0363
 GJ0363.The horizontal coordinates were scaled from a map and have
 GJ0363.an estimated accuracy of +/- 6 seconds.
 GJ0363
 GJ0363.The orthometric height was determined by differential leveling and
 GJ0363.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0363.in June 1991.
 GJ0363
 GJ0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0363.GEOID18 height accuracy estimate available here.
 GJ0363
 GJ0363.Click photographs - Photos may exist for this station.
 GJ0363
 GJ0363.The dynamic height is computed by dividing the NAVD 88
 GJ0363.geopotential number by the normal gravity value computed on the
 GJ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0363.degrees latitude (g = 980.6199 gals.).
 GJ0363
 GJ0363.The modeled gravity was interpolated from observed gravity values.
 GJ0363
 GJ0363;                    North         East    Units  Estimated Accuracy
 GJ0363;SPC OK N     -   175,290.      460,670.      MT  (+/- 180 meters Scaled)
 GJ0363
 GJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF501472(NAD 83)
 GJ0363
 GJ0363                          SUPERSEDED SURVEY CONTROL
 GJ0363
 GJ0363  NGVD 29 (??/??/92)  607.061  (m)         1991.67   (f) ADJ UNCH    2 0
 GJ0363
 GJ0363.Superseded values are not recommended for survey control.
 GJ0363
 GJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0363.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0363
 GJ0363_MARKER: DB = BENCH MARK DISK
 GJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0363_STAMPING: E 106 1934
 GJ0363_MARK LOGO: CGS
 GJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0363+STABILITY: SURFACE MOTION
 GJ0363
 GJ0363  HISTORY     - Date     Condition        Report By
 GJ0363  HISTORY     - 1934     MONUMENTED       CGS
 GJ0363  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0363
 GJ0363                          STATION DESCRIPTION
 GJ0363
 GJ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0363'0.8 MI SE FROM SUPPLY.
 GJ0363'40 FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILROAD
 GJ0363'TRACK, BETWEEN 6TH AND 7TH POLE NORTHWEST OF MILEPOST 234, SOUTH OF
 GJ0363'WESTERN OKLAHOMA STATE MENTAL HOSPITAL.
 GJ0363
 GJ0363                          STATION RECOVERY (1970)
 GJ0363
 GJ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GJ0363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0011 ***********************************************************************
 GK0011  DESIGNATION -  E 107
 GK0011  PID         -  GK0011
 GK0011  STATE/COUNTY-  OK/BEAVER
 GK0011  COUNTRY     -  US
 GK0011  USGS QUAD   -  KNOWLES (2018)
 GK0011
 GK0011                         *CURRENT SURVEY CONTROL
 GK0011  ______________________________________________________________________
 GK0011* NAD 83(1986) POSITION- 36 52 11.     (N) 100 10 57.     (W)   SCALED
 GK0011* NAVD 88 ORTHO HEIGHT -   772.089 (meters)     2533.10  (feet) ADJUSTED
 GK0011  ______________________________________________________________________
 GK0011  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 GK0011  DYNAMIC HEIGHT  -        771.355 (meters)     2530.69  (feet) COMP
 GK0011  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 GK0011
 GK0011  VERT ORDER      -  SECOND    CLASS 0
 GK0011
 GK0011.The horizontal coordinates were scaled from a map and have
 GK0011.an estimated accuracy of +/- 6 seconds.
 GK0011
 GK0011.The orthometric height was determined by differential leveling and
 GK0011.adjusted by the NATIONAL GEODETIC SURVEY
 GK0011.in June 1991.
 GK0011
 GK0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0011.GEOID18 height accuracy estimate available here.
 GK0011
 GK0011.Click photographs - Photos may exist for this station.
 GK0011
 GK0011.The dynamic height is computed by dividing the NAVD 88
 GK0011.geopotential number by the normal gravity value computed on the
 GK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0011.degrees latitude (g = 980.6199 gals.).
 GK0011
 GK0011.The modeled gravity was interpolated from observed gravity values.
 GK0011
 GK0011;                    North         East    Units  Estimated Accuracy
 GK0011;SPC OK N     -   209,650.      405,410.      MT  (+/- 180 meters Scaled)
 GK0011
 GK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF946810(NAD 83)
 GK0011
 GK0011                          SUPERSEDED SURVEY CONTROL
 GK0011
 GK0011  NGVD 29 (??/??/92)  771.766  (m)         2532.04   (f) ADJ UNCH    2 0
 GK0011
 GK0011.Superseded values are not recommended for survey control.
 GK0011
 GK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0011.See file dsdata.pdf to determine how the superseded data were derived.
 GK0011
 GK0011_MARKER: DB = BENCH MARK DISK
 GK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0011_STAMPING: E 107 1934
 GK0011_MARK LOGO: CGS
 GK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0011+STABILITY: SURFACE MOTION
 GK0011
 GK0011  HISTORY     - Date     Condition        Report By
 GK0011  HISTORY     - 1934     MONUMENTED       CGS
 GK0011
 GK0011                          STATION DESCRIPTION
 GK0011
 GK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0011'10.3 MI NW FROM GATE.
 GK0011'10.3 MILES NORTHWEST OF GATE M.K. AND T.RR. STATION 90 FEET WEST OF
 GK0011'CENTER LINE OF U.S. HIGHWAY 64.  33 FEET EAST OF MISSOURI KANSAS AND
 GK0011'TEXAS RAILWAY TRACK.  11 POLES NORTH OF MILE POLE 281.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0206 ***********************************************************************
 GJ0206  DESIGNATION -  E 109
 GJ0206  PID         -  GJ0206
 GJ0206  STATE/COUNTY-  OK/WOODS
 GJ0206  COUNTRY     -  US
 GJ0206  USGS QUAD   -  FREEDOM (2018)
 GJ0206
 GJ0206                         *CURRENT SURVEY CONTROL
 GJ0206  ______________________________________________________________________
 GJ0206* NAD 83(1986) POSITION- 36 46 02.     (N) 099 06 48.     (W)   SCALED
 GJ0206* NAVD 88 ORTHO HEIGHT -   464.010 (meters)     1522.34  (feet) ADJUSTED
 GJ0206  ______________________________________________________________________
 GJ0206  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 GJ0206  DYNAMIC HEIGHT  -        463.586 (meters)     1520.95  (feet) COMP
 GJ0206  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 GJ0206
 GJ0206  VERT ORDER      -  SECOND    CLASS 0
 GJ0206
 GJ0206.The horizontal coordinates were scaled from a map and have
 GJ0206.an estimated accuracy of +/- 6 seconds.
 GJ0206
 GJ0206.The orthometric height was determined by differential leveling and
 GJ0206.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0206.in June 1991.
 GJ0206
 GJ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0206.GEOID18 height accuracy estimate available here.
 GJ0206
 GJ0206.Click photographs - Photos may exist for this station.
 GJ0206
 GJ0206.The dynamic height is computed by dividing the NAVD 88
 GJ0206.geopotential number by the normal gravity value computed on the
 GJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0206.degrees latitude (g = 980.6199 gals.).
 GJ0206
 GJ0206.The modeled gravity was interpolated from observed gravity values.
 GJ0206
 GJ0206;                    North         East    Units  Estimated Accuracy
 GJ0206;SPC OK N     -   196,660.      500,600.      MT  (+/- 180 meters Scaled)
 GJ0206
 GJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF898690(NAD 83)
 GJ0206
 GJ0206                          SUPERSEDED SURVEY CONTROL
 GJ0206
 GJ0206  NGVD 29 (??/??/92)  463.779  (m)         1521.58   (f) ADJ UNCH    2 0
 GJ0206
 GJ0206.Superseded values are not recommended for survey control.
 GJ0206
 GJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0206.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0206
 GJ0206_MARKER: DB = BENCH MARK DISK
 GJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0206_STAMPING: E 109 1934
 GJ0206_MARK LOGO: CGS
 GJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0206+STABILITY: SURFACE MOTION
 GJ0206
 GJ0206  HISTORY     - Date     Condition        Report By
 GJ0206  HISTORY     - 1934     MONUMENTED       CGS
 GJ0206
 GJ0206                          STATION DESCRIPTION
 GJ0206
 GJ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0206'AT FREEDOM.
 GJ0206'AT FREEDOM 195 FEET WEST OF ATCHISON TOPEKA AND SANTA FE RAILROAD
 GJ0206'STATION AT FREEDOM, 30 FEET NORTH OF NEAREST RAIL OF TRACK,
 GJ0206'AT MILEPOST 20.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0219 ***********************************************************************
 GK0219  DESIGNATION -  E 11
 GK0219  PID         -  GK0219
 GK0219  STATE/COUNTY-  OK/BEAVER
 GK0219  COUNTRY     -  US
 GK0219  USGS QUAD   -  BRYANS CORNER (2018)
 GK0219
 GK0219                         *CURRENT SURVEY CONTROL
 GK0219  ______________________________________________________________________
 GK0219* NAD 83(1986) POSITION- 36 32 38.     (N) 100 48 37.     (W)   SCALED
 GK0219* NAVD 88 ORTHO HEIGHT -   891.050 (meters)     2923.39  (feet) ADJUSTED
 GK0219  ______________________________________________________________________
 GK0219  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 GK0219  DYNAMIC HEIGHT  -        890.133 (meters)     2920.38  (feet) COMP
 GK0219  MODELED GRAVITY -    979,572.6   (mgal)                       NAVD 88
 GK0219
 GK0219  VERT ORDER      -  FIRST     CLASS II
 GK0219
 GK0219.The horizontal coordinates were scaled from a map and have
 GK0219.an estimated accuracy of +/- 6 seconds.
 GK0219
 GK0219.The orthometric height was determined by differential leveling and
 GK0219.adjusted by the NATIONAL GEODETIC SURVEY
 GK0219.in June 1991.
 GK0219
 GK0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0219.GEOID18 height accuracy estimate available here.
 GK0219
 GK0219.Click photographs - Photos may exist for this station.
 GK0219
 GK0219.The dynamic height is computed by dividing the NAVD 88
 GK0219.geopotential number by the normal gravity value computed on the
 GK0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0219.degrees latitude (g = 980.6199 gals.).
 GK0219
 GK0219.The modeled gravity was interpolated from observed gravity values.
 GK0219
 GK0219;                    North         East    Units  Estimated Accuracy
 GK0219;SPC OK N     -   174,940.      348,410.      MT  (+/- 180 meters Scaled)
 GK0219
 GK0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF379458(NAD 83)
 GK0219
 GK0219                          SUPERSEDED SURVEY CONTROL
 GK0219
 GK0219  NGVD 29 (??/??/92)  890.676  (m)         2922.16   (f) ADJ UNCH    1 2
 GK0219
 GK0219.Superseded values are not recommended for survey control.
 GK0219
 GK0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0219.See file dsdata.pdf to determine how the superseded data were derived.
 GK0219
 GK0219_MARKER: DB = BENCH MARK DISK
 GK0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0219_STAMPING: E 11 1934
 GK0219_MARK LOGO: CGS
 GK0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0219+STABILITY: SURFACE MOTION
 GK0219
 GK0219  HISTORY     - Date     Condition        Report By
 GK0219  HISTORY     - 1934     MONUMENTED       CGS
 GK0219  HISTORY     - 1966     GOOD             USGS
 GK0219
 GK0219                          STATION DESCRIPTION
 GK0219
 GK0219'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0219'6.0 MI S FROM BRYANS.
 GK0219'BRYANS CORNER, BEAVER COUNTY, 6.0 MI. S. ALONG U. S. HWY. 83 FROM, T.
 GK0219'1 N., R. 21 B., NEAR CORNER SECS. 16, 17, 20 AND 21, 30 FT. S. AND 52
 GK0219'FT. W. OF CROSSROADS, IN CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 GK0219'GROUND.  A USC AND GS DISK STAMPED E-11 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0027 ***********************************************************************
 GJ0027  DESIGNATION -  E 110
 GJ0027  PID         -  GJ0027
 GJ0027  STATE/COUNTY-  OK/ALFALFA
 GJ0027  COUNTRY     -  US
 GJ0027  USGS QUAD   -  BURLINGTON (2018)
 GJ0027
 GJ0027                         *CURRENT SURVEY CONTROL
 GJ0027  ______________________________________________________________________
 GJ0027* NAD 83(1986) POSITION- 36 57 24.     (N) 098 27 23.     (W)   SCALED
 GJ0027* NAVD 88 ORTHO HEIGHT -   377.941 (meters)     1239.96  (feet) ADJUSTED
 GJ0027  ______________________________________________________________________
 GJ0027  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 GJ0027  DYNAMIC HEIGHT  -        377.614 (meters)     1238.89  (feet) COMP
 GJ0027  MODELED GRAVITY -    979,755.8   (mgal)                       NAVD 88
 GJ0027
 GJ0027  VERT ORDER      -  SECOND    CLASS 0
 GJ0027
 GJ0027.The horizontal coordinates were scaled from a map and have
 GJ0027.an estimated accuracy of +/- 6 seconds.
 GJ0027
 GJ0027.The orthometric height was determined by differential leveling and
 GJ0027.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0027.in June 1991.
 GJ0027
 GJ0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0027.GEOID18 height accuracy estimate available here.
 GJ0027
 GJ0027.Click photographs - Photos may exist for this station.
 GJ0027
 GJ0027.The dynamic height is computed by dividing the NAVD 88
 GJ0027.geopotential number by the normal gravity value computed on the
 GJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0027.degrees latitude (g = 980.6199 gals.).
 GJ0027
 GJ0027.The modeled gravity was interpolated from observed gravity values.
 GJ0027
 GJ0027;                    North         East    Units  Estimated Accuracy
 GJ0027;SPC OK N     -   217,200.      559,350.      MT  (+/- 180 meters Scaled)
 GJ0027
 GJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF483902(NAD 83)
 GJ0027
 GJ0027                          SUPERSEDED SURVEY CONTROL
 GJ0027
 GJ0027  NGVD 29 (??/??/92)  377.769  (m)         1239.40   (f) ADJ UNCH    2 0
 GJ0027
 GJ0027.Superseded values are not recommended for survey control.
 GJ0027
 GJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0027.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0027
 GJ0027_MARKER: DB = BENCH MARK DISK
 GJ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0027_STAMPING: E 110 1934
 GJ0027_MARK LOGO: CGS
 GJ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0027+STABILITY: SURFACE MOTION
 GJ0027
 GJ0027  HISTORY     - Date     Condition        Report By
 GJ0027  HISTORY     - 1934     MONUMENTED       CGS
 GJ0027
 GJ0027                          STATION DESCRIPTION
 GJ0027
 GJ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0027'4.3 MI NW FROM BURLINGTON.
 GJ0027'4.3 MILES NORTHWEST OF A.T. AND SF. RR. STATION AT BURLINGTON,
 GJ0027'0.35 MILE SOUTHEAST OF MILEPOST 4, 50 FEET NORTHEAST OF NEAREST
 GJ0027'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 30 FEET SOUTH OF
 GJ0027'CENTERLINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0019 ***********************************************************************
 GJ0019  DESIGNATION -  E 111
 GJ0019  PID         -  GJ0019
 GJ0019  STATE/COUNTY-  OK/ALFALFA
 GJ0019  COUNTRY     -  US
 GJ0019  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0019
 GJ0019                         *CURRENT SURVEY CONTROL
 GJ0019  ______________________________________________________________________
 GJ0019* NAD 83(1986) POSITION- 36 52 10.     (N) 098 19 07.     (W)   SCALED
 GJ0019* NAVD 88 ORTHO HEIGHT -   360.780 (meters)     1183.66  (feet) ADJUSTED
 GJ0019  ______________________________________________________________________
 GJ0019  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 GJ0019  DYNAMIC HEIGHT  -        360.471 (meters)     1182.65  (feet) COMP
 GJ0019  MODELED GRAVITY -    979,765.4   (mgal)                       NAVD 88
 GJ0019
 GJ0019  VERT ORDER      -  SECOND    CLASS 0
 GJ0019
 GJ0019.The horizontal coordinates were scaled from a map and have
 GJ0019.an estimated accuracy of +/- 6 seconds.
 GJ0019
 GJ0019.The orthometric height was determined by differential leveling and
 GJ0019.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0019.in June 1991.
 GJ0019
 GJ0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0019.GEOID18 height accuracy estimate available here.
 GJ0019
 GJ0019.Click photographs - Photos may exist for this station.
 GJ0019
 GJ0019.The dynamic height is computed by dividing the NAVD 88
 GJ0019.geopotential number by the normal gravity value computed on the
 GJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0019.degrees latitude (g = 980.6199 gals.).
 GJ0019
 GJ0019.The modeled gravity was interpolated from observed gravity values.
 GJ0019
 GJ0019;                    North         East    Units  Estimated Accuracy
 GJ0019;SPC OK N     -   207,480.      571,590.      MT  (+/- 180 meters Scaled)
 GJ0019
 GJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF607806(NAD 83)
 GJ0019
 GJ0019                          SUPERSEDED SURVEY CONTROL
 GJ0019
 GJ0019  NGVD 29 (??/??/92)  360.635  (m)         1183.18   (f) ADJ UNCH    2 0
 GJ0019
 GJ0019.Superseded values are not recommended for survey control.
 GJ0019
 GJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0019.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0019
 GJ0019_MARKER: DB = BENCH MARK DISK
 GJ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0019_STAMPING: E 111 1934
 GJ0019_MARK LOGO: CGS
 GJ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0019+STABILITY: SURFACE MOTION
 GJ0019
 GJ0019  HISTORY     - Date     Condition        Report By
 GJ0019  HISTORY     - 1934     MONUMENTED       CGS
 GJ0019  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0019
 GJ0019                          STATION DESCRIPTION
 GJ0019
 GJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0019'2.5 MI SW FROM BYRON.
 GJ0019'2.5 MILES SOUTHWEST OF A.T. AND SF. RR. STATION AT BYRON, 40 FEET
 GJ0019'SOUTH OF CENTER LINE OF SECTION LINE ROAD, 40 FEET WEST OF NEAREST
 GJ0019'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 3 FEET EAST OF 2ND.
 GJ0019'POLE SOUTHWEST OF MILEPOST 292.
 GJ0019
 GJ0019                          STATION RECOVERY (1968)
 GJ0019
 GJ0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0071 ***********************************************************************
 GJ0071  DESIGNATION -  E 112
 GJ0071  PID         -  GJ0071
 GJ0071  STATE/COUNTY-  OK/MAJOR
 GJ0071  COUNTRY     -  US
 GJ0071  USGS QUAD   -  HOMESTEAD (2018)
 GJ0071
 GJ0071                         *CURRENT SURVEY CONTROL
 GJ0071  ______________________________________________________________________
 GJ0071* NAD 83(1993) POSITION- 36 13 51.88060(N) 098 28 44.15198(W)   ADJUSTED
 GJ0071* NAD 83(1993) ELLIP HT-   377.289 (meters)        (11/28/94)   ADJUSTED
 GJ0071* NAVD 88 ORTHO HEIGHT -   404.700 (meters)     1327.75  (feet) ADJUSTED
 GJ0071  ______________________________________________________________________
 GJ0071  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 GJ0071  NAD 83(1993) X  -   -759,520.928 (meters)                     COMP
 GJ0071  NAD 83(1993) Y  - -5,094,888.375 (meters)                     COMP
 GJ0071  NAD 83(1993) Z  -  3,749,127.962 (meters)                     COMP
 GJ0071  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GJ0071  DYNAMIC HEIGHT  -        404.332 (meters)     1326.55  (feet) COMP
 GJ0071  MODELED GRAVITY -    979,711.9   (mgal)                       NAVD 88
 GJ0071
 GJ0071  HORZ ORDER      -  SECOND
 GJ0071  VERT ORDER      -  SECOND    CLASS 0
 GJ0071  ELLP ORDER      -  FIFTH     CLASS I
 GJ0071
 GJ0071.The horizontal coordinates were established by GPS observations
 GJ0071.and adjusted by the National Geodetic Survey in November 1994.
 GJ0071
 GJ0071.The orthometric height was determined by differential leveling and
 GJ0071.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0071.in June 1991.
 GJ0071
 GJ0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0071.GEOID18 height accuracy estimate available here.
 GJ0071
 GJ0071.Click photographs - Photos may exist for this station.
 GJ0071
 GJ0071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0071
 GJ0071.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0071
 GJ0071.The ellipsoidal height was determined by GPS observations
 GJ0071.and is referenced to NAD 83.
 GJ0071
 GJ0071.The dynamic height is computed by dividing the NAVD 88
 GJ0071.geopotential number by the normal gravity value computed on the
 GJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0071.degrees latitude (g = 980.6199 gals.).
 GJ0071
 GJ0071.The modeled gravity was interpolated from observed gravity values.
 GJ0071
 GJ0071. The following values were computed from the NAD 83(1993) position.
 GJ0071
 GJ0071;                    North         East     Units Scale Factor Converg.
 GJ0071;SPC OK N     -   136,698.068   556,946.632   MT  0.99994602   -0 16 57.5
 GJ0071;SPC OK N     -   448,483.58  1,827,249.08   sFT  0.99994602   -0 16 57.5
 GJ0071;UTM  14      - 4,009,704.720   546,825.509   MT  0.99962702   +0 18 28.7
 GJ0071
 GJ0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0071!SPC OK N     -   0.99994079  x   0.99994602  =   0.99988681
 GJ0071!UTM  14      -   0.99994079  x   0.99962702  =   0.99956783
 GJ0071
 GJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4682509704(NAD 83)
 GJ0071
 GJ0071                          SUPERSEDED SURVEY CONTROL
 GJ0071
 GJ0071  NAD 83(1986)-  36 13 51.88527(N)    098 28 44.13864(W) AD(       ) 2
 GJ0071  NGVD 29 (??/??/92)  404.529  (m)         1327.19   (f) ADJ UNCH    2 0
 GJ0071  NGVD 29 (11/30/89)  405.     (m)  RAPSU86  model used  GPS OBS        
 GJ0071
 GJ0071.Superseded values are not recommended for survey control.
 GJ0071
 GJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0071.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0071
 GJ0071_MARKER: DB = BENCH MARK DISK
 GJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0071_STAMPING: E 112 1935
 GJ0071_MARK LOGO: CGS
 GJ0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0071+STABILITY: SURFACE MOTION
 GJ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0071+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 GJ0071
 GJ0071  HISTORY     - Date     Condition        Report By
 GJ0071  HISTORY     - 1935     MONUMENTED       CGS
 GJ0071  HISTORY     - 19890301 GOOD             NGS
 GJ0071
 GJ0071                          STATION DESCRIPTION
 GJ0071
 GJ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0071'2.4 MI S FROM FAIRVIEW.
 GJ0071'2.4 MILES SOUTH OF CITY WATER TANK AT FAIRVIEW 0.3 MILE NORTH OF
 GJ0071'MILEPOST 339, 45 FEET EAST OF NEAREST RAIL OF ATCHISON
 GJ0071'TOPEKA AND SANTA FE TRACK, 35 FEET SOUTH OF CENTERLINE
 GJ0071'OF SECTION LINE ROAD.
 GJ0071
 GJ0071                          STATION RECOVERY (1989)
 GJ0071
 GJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GJ0071'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GJ0071'FOLLOWS.
 GJ0071'THE STATION IS LOCATED ABOUT 21.3 KM (13.25 MI) NORTHEAST OF CANTON,
 GJ0071'19.6 KM (12.20 MI) NORTHWEST OF OKEEN, AND 4.1 KM (2.55 MI) SOUTH OF
 GJ0071'FAIRVIEW.  OWNERSHIP--MAJOR COUNTY.
 GJ0071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GJ0071'HIGHWAY 58 IN SOUTH FAIRVIEW, GO SOUTH ON HIGHWAY 58 FOR 3.1 KM
 GJ0071'(1.95 MI) TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON
 GJ0071'THE DIRT ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT, JUST
 GJ0071'BEFORE CROSSING THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 GJ0071'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 GJ0071'CONCRETE POST THAT PROJECTS 5 CM ABOVE THE GROUND.  LOCATED 13.6 M
 GJ0071'(44.6 FT) EAST OF THE NEAR RAIL, 9.5 M (31.2 FT) SOUTH OF THE CENTER
 GJ0071'OF THE ROAD, 1.3 M (4.3 FT) NORTHWEST OF A FENCE CORNER, AND 0.4 M
 GJ0071'(1.3 FT) WEST-NORTHWEST OF A METAL WITNESS POST.
 GJ0071'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0225 ***********************************************************************
 FK0225  DESIGNATION -  E 113
 FK0225  PID         -  FK0225
 FK0225  STATE/COUNTY-  OK/CUSTER
 FK0225  COUNTRY     -  US
 FK0225  USGS QUAD   -  CUSTER CITY (2018)
 FK0225
 FK0225                         *CURRENT SURVEY CONTROL
 FK0225  ______________________________________________________________________
 FK0225* NAD 83(1986) POSITION- 35 40 05.     (N) 098 52 44.     (W)   SCALED
 FK0225* NAVD 88 ORTHO HEIGHT -   539.451 (meters)     1769.85  (feet) ADJUSTED
 FK0225  ______________________________________________________________________
 FK0225  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 FK0225  DYNAMIC HEIGHT  -        538.917 (meters)     1768.10  (feet) COMP
 FK0225  MODELED GRAVITY -    979,626.0   (mgal)                       NAVD 88
 FK0225
 FK0225  VERT ORDER      -  SECOND    CLASS 0
 FK0225
 FK0225.The horizontal coordinates were scaled from a map and have
 FK0225.an estimated accuracy of +/- 6 seconds.
 FK0225
 FK0225.The orthometric height was determined by differential leveling and
 FK0225.adjusted by the NATIONAL GEODETIC SURVEY
 FK0225.in June 1991.
 FK0225
 FK0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0225.GEOID18 height accuracy estimate available here.
 FK0225
 FK0225.Click photographs - Photos may exist for this station.
 FK0225
 FK0225.The dynamic height is computed by dividing the NAVD 88
 FK0225.geopotential number by the normal gravity value computed on the
 FK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0225.degrees latitude (g = 980.6199 gals.).
 FK0225
 FK0225.The modeled gravity was interpolated from observed gravity values.
 FK0225
 FK0225;                    North         East    Units  Estimated Accuracy
 FK0225;SPC OK N     -    74,480.      520,430.      MT  (+/- 180 meters Scaled)
 FK0225
 FK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE109471(NAD 83)
 FK0225
 FK0225                          SUPERSEDED SURVEY CONTROL
 FK0225
 FK0225  NGVD 29 (??/??/92)  539.230  (m)         1769.12   (f) ADJ UNCH    2 0
 FK0225
 FK0225.Superseded values are not recommended for survey control.
 FK0225
 FK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0225.See file dsdata.pdf to determine how the superseded data were derived.
 FK0225
 FK0225_MARKER: DB = BENCH MARK DISK
 FK0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0225_STAMPING: E 113 1935
 FK0225_MARK LOGO: CGS
 FK0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0225+STABILITY: SURFACE MOTION
 FK0225
 FK0225  HISTORY     - Date     Condition        Report By
 FK0225  HISTORY     - 1935     MONUMENTED       CGS
 FK0225
 FK0225                          STATION DESCRIPTION
 FK0225
 FK0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0225'AT CUSTER.
 FK0225'AT CUSTER 0.3 MILE NORTHEAST OF ST. LOUIS AND SAN FRANCISCO
 FK0225'STATION, 873 FEET NORTH OF ST. LOUIS AND SAN FRANCISCO MILEPOST
 FK0225'688, 45 FEET EAST OF CENTER LINE OF SECTION LINE ROAD, 42 FEET
 FK0225'NORTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE AND
 FK0225'ST. LOUIS AND SAN FRANCISCO TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0135 ***********************************************************************
 GJ0135  DESIGNATION -  E 114
 GJ0135  PID         -  GJ0135
 GJ0135  STATE/COUNTY-  OK/MAJOR
 GJ0135  COUNTRY     -  US
 GJ0135  USGS QUAD   -  BELVA (2018)
 GJ0135
 GJ0135                         *CURRENT SURVEY CONTROL
 GJ0135  ______________________________________________________________________
 GJ0135* NAD 83(1986) POSITION- 36 29 33.     (N) 098 56 31.     (W)   SCALED
 GJ0135* NAVD 88 ORTHO HEIGHT -   439.089 (meters)     1440.58  (feet) ADJUSTED
 GJ0135  ______________________________________________________________________
 GJ0135  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 GJ0135  DYNAMIC HEIGHT  -        438.684 (meters)     1439.25  (feet) COMP
 GJ0135  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 GJ0135
 GJ0135  VERT ORDER      -  SECOND    CLASS 0
 GJ0135
 GJ0135.The horizontal coordinates were scaled from a map and have
 GJ0135.an estimated accuracy of +/- 6 seconds.
 GJ0135
 GJ0135.The orthometric height was determined by differential leveling and
 GJ0135.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0135.in June 1991.
 GJ0135
 GJ0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0135.GEOID18 height accuracy estimate available here.
 GJ0135
 GJ0135.Click photographs - Photos may exist for this station.
 GJ0135
 GJ0135.The dynamic height is computed by dividing the NAVD 88
 GJ0135.geopotential number by the normal gravity value computed on the
 GJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0135.degrees latitude (g = 980.6199 gals.).
 GJ0135
 GJ0135.The modeled gravity was interpolated from observed gravity values.
 GJ0135
 GJ0135;                    North         East    Units  Estimated Accuracy
 GJ0135;SPC OK N     -   166,010.      515,610.      MT  (+/- 180 meters Scaled)
 GJ0135
 GJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF051385(NAD 83)
 GJ0135
 GJ0135                          SUPERSEDED SURVEY CONTROL
 GJ0135
 GJ0135  NGVD 29 (??/??/92)  438.888  (m)         1439.92   (f) ADJ UNCH    2 0
 GJ0135
 GJ0135.Superseded values are not recommended for survey control.
 GJ0135
 GJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0135.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0135
 GJ0135_MARKER: DB = BENCH MARK DISK
 GJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0135_STAMPING: E 114 1935
 GJ0135_MARK LOGO: CGS
 GJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0135+STABILITY: SURFACE MOTION
 GJ0135
 GJ0135  HISTORY     - Date     Condition        Report By
 GJ0135  HISTORY     - 1935     MONUMENTED       CGS
 GJ0135  HISTORY     - 1947     GOOD             CGS
 GJ0135
 GJ0135                          STATION DESCRIPTION
 GJ0135
 GJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0135'2.3 MI E FROM BELVA.
 GJ0135'2.3 MILES EAST OF SANTA FE STATION AT BELVA, 300 FEET EAST OF
 GJ0135'WOODEN BRIDGE OF HIGHWAY 15 OVER CREEK, 56 FEET NORTH OF CENTER
 GJ0135'LINE OF STATE HIGHWAY 15, 30 FEET WEST OF CENTER LINE OF SECTION
 GJ0135'LINE ROAD.
 GJ0135
 GJ0135                          STATION RECOVERY (1947)
 GJ0135
 GJ0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 GJ0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0583 ***********************************************************************
 DM0583  DESIGNATION -  E 12
 DM0583  PID         -  DM0583
 DM0583  STATE/COUNTY-  OK/CHOCTAW
 DM0583  COUNTRY     -  US
 DM0583  USGS QUAD   -  GRANT (2018)
 DM0583
 DM0583                         *CURRENT SURVEY CONTROL
 DM0583  ______________________________________________________________________
 DM0583* NAD 83(1986) POSITION- 33 58 07.     (N) 095 30 52.     (W)   SCALED
 DM0583* NAVD 88 ORTHO HEIGHT -   145.560 (meters)      477.56  (feet) ADJUSTED
 DM0583  ______________________________________________________________________
 DM0583  GEOID HEIGHT    -        -28.770 (meters)                     GEOID18
 DM0583  DYNAMIC HEIGHT  -        145.405 (meters)      477.05  (feet) COMP
 DM0583  MODELED GRAVITY -    979,569.5   (mgal)                       NAVD 88
 DM0583
 DM0583  VERT ORDER      -  SECOND    CLASS 0
 DM0583
 DM0583.The horizontal coordinates were scaled from a map and have
 DM0583.an estimated accuracy of +/- 6 seconds.
 DM0583
 DM0583.The orthometric height was determined by differential leveling and
 DM0583.adjusted by the NATIONAL GEODETIC SURVEY
 DM0583.in June 1991.
 DM0583
 DM0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0583.GEOID18 height accuracy estimate available here.
 DM0583
 DM0583.Click photographs - Photos may exist for this station.
 DM0583
 DM0583.The dynamic height is computed by dividing the NAVD 88
 DM0583.geopotential number by the normal gravity value computed on the
 DM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0583.degrees latitude (g = 980.6199 gals.).
 DM0583
 DM0583.The modeled gravity was interpolated from observed gravity values.
 DM0583
 DM0583;                    North         East    Units  Estimated Accuracy
 DM0583;SPC OK S     -    73,300.      829,690.      MT  (+/- 180 meters Scaled)
 DM0583
 DM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT676615(NAD 83)
 DM0583
 DM0583                          SUPERSEDED SURVEY CONTROL
 DM0583
 DM0583  NGVD 29 (??/??/92)  145.500  (m)          477.36   (f) ADJ UNCH    2 0
 DM0583
 DM0583.Superseded values are not recommended for survey control.
 DM0583
 DM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0583.See file dsdata.pdf to determine how the superseded data were derived.
 DM0583
 DM0583_MARKER: DB = BENCH MARK DISK
 DM0583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0583_SP_SET: BOX CULVERT HEADWALL
 DM0583_STAMPING: E 12 1933
 DM0583_MARK LOGO: CGS
 DM0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0583+STABILITY: SURFACE MOTION
 DM0583
 DM0583  HISTORY     - Date     Condition        Report By
 DM0583  HISTORY     - 1933     MONUMENTED       CGS
 DM0583
 DM0583                          STATION DESCRIPTION
 DM0583
 DM0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0583'3.1 MI S FROM HUGO.
 DM0583'3.1 MILES SOUTH OF, ALONG ST.L.-S.F.RY.  1.9 MILES NORTH OF GRANT, 175
 DM0583'FEET SOUTH OF MILEPOST 562, 75 FEET NORTH OF LANE CROSSING. TABLET
 DM0583'CEMENTED ON TOP CENTER OF EAST HEADWALL OF CONCRETE RAILROAD CULVERT
 DM0583'(BOX TYPE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0367 ***********************************************************************
 FK0367  DESIGNATION -  E 123
 FK0367  PID         -  FK0367
 FK0367  STATE/COUNTY-  OK/KIOWA
 FK0367  COUNTRY     -  US
 FK0367  USGS QUAD   -  CAMBRIDGE (2018)
 FK0367
 FK0367                         *CURRENT SURVEY CONTROL
 FK0367  ______________________________________________________________________
 FK0367* NAD 83(1986) POSITION- 35 00 03.     (N) 099 12 09.     (W)   SCALED
 FK0367* NAVD 88 ORTHO HEIGHT -   483.163 (meters)     1585.18  (feet) ADJUSTED
 FK0367  ______________________________________________________________________
 FK0367  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 FK0367  DYNAMIC HEIGHT  -        482.689 (meters)     1583.62  (feet) COMP
 FK0367  MODELED GRAVITY -    979,637.9   (mgal)                       NAVD 88
 FK0367
 FK0367  VERT ORDER      -  SECOND    CLASS 0
 FK0367
 FK0367.The horizontal coordinates were scaled from a map and have
 FK0367.an estimated accuracy of +/- 6 seconds.
 FK0367
 FK0367.The orthometric height was determined by differential leveling and
 FK0367.adjusted by the NATIONAL GEODETIC SURVEY
 FK0367.in June 1991.
 FK0367
 FK0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0367.GEOID18 height accuracy estimate available here.
 FK0367
 FK0367.Click photographs - Photos may exist for this station.
 FK0367
 FK0367.The dynamic height is computed by dividing the NAVD 88
 FK0367.geopotential number by the normal gravity value computed on the
 FK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0367.degrees latitude (g = 980.6199 gals.).
 FK0367
 FK0367.The modeled gravity was interpolated from observed gravity values.
 FK0367
 FK0367;                    North         East    Units  Estimated Accuracy
 FK0367;SPC OK S     -   185,620.      490,230.      MT  (+/- 180 meters Scaled)
 FK0367
 FK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD815731(NAD 83)
 FK0367
 FK0367                          SUPERSEDED SURVEY CONTROL
 FK0367
 FK0367  NGVD 29 (??/??/92)  482.990  (m)         1584.61   (f) ADJ UNCH    2 0
 FK0367
 FK0367.Superseded values are not recommended for survey control.
 FK0367
 FK0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0367.See file dsdata.pdf to determine how the superseded data were derived.
 FK0367
 FK0367_MARKER: DB = BENCH MARK DISK
 FK0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0367_SP_SET: CULVERT HEADWALL
 FK0367_STAMPING: E 123 1961
 FK0367_MARK LOGO: CGS
 FK0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0367+STABILITY: SURFACE MOTION
 FK0367
 FK0367  HISTORY     - Date     Condition        Report By
 FK0367  HISTORY     - 1961     MONUMENTED       CGS
 FK0367
 FK0367                          STATION DESCRIPTION
 FK0367
 FK0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0367'2.7 MI NE FROM LONE WOLF.
 FK0367'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 FK0367'IN LONE WOLF, 20 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.5
 FK0367'FEET SOUTHWEST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN THE
 FK0367'NORTH HEADWALL OF A CONCRETE CULVERT, 0.5 FOOT WEST OF THE EAST
 FK0367'END, LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0034 ***********************************************************************
 EM0034  DESIGNATION -  E 125
 EM0034  PID         -  EM0034
 EM0034  STATE/COUNTY-  OK/COMANCHE
 EM0034  COUNTRY     -  US
 EM0034  USGS QUAD   -  LAWTON (2018)
 EM0034
 EM0034                         *CURRENT SURVEY CONTROL
 EM0034  ______________________________________________________________________
 EM0034* NAD 83(1986) POSITION- 34 34 31.     (N) 098 24 57.     (W)   SCALED
 EM0034* NAVD 88 ORTHO HEIGHT -   334.550 (meters)     1097.60  (feet) ADJUSTED
 EM0034  ______________________________________________________________________
 EM0034  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 EM0034  DYNAMIC HEIGHT  -        334.216 (meters)     1096.51  (feet) COMP
 EM0034  MODELED GRAVITY -    979,627.9   (mgal)                       NAVD 88
 EM0034
 EM0034  VERT ORDER      -  SECOND    CLASS 0
 EM0034
 EM0034.This mark is at Lawton Airport (LAW)
 EM0034
 EM0034.The horizontal coordinates were scaled from a map and have
 EM0034.an estimated accuracy of +/- 6 seconds.
 EM0034
 EM0034.The orthometric height was determined by differential leveling and
 EM0034.adjusted by the NATIONAL GEODETIC SURVEY
 EM0034.in June 1991.
 EM0034
 EM0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0034.GEOID18 height accuracy estimate available here.
 EM0034
 EM0034.Click photographs - Photos may exist for this station.
 EM0034
 EM0034.The dynamic height is computed by dividing the NAVD 88
 EM0034.geopotential number by the normal gravity value computed on the
 EM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0034.degrees latitude (g = 980.6199 gals.).
 EM0034
 EM0034.The modeled gravity was interpolated from observed gravity values.
 EM0034
 EM0034;                    North         East    Units  Estimated Accuracy
 EM0034;SPC OK S     -   137,840.      561,850.      MT  (+/- 180 meters Scaled)
 EM0034
 EM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND535260(NAD 83)
 EM0034
 EM0034                          SUPERSEDED SURVEY CONTROL
 EM0034
 EM0034  NGVD 29 (??/??/92)  334.453  (m)         1097.28   (f) ADJ UNCH    2 0
 EM0034
 EM0034.Superseded values are not recommended for survey control.
 EM0034
 EM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0034.See file dsdata.pdf to determine how the superseded data were derived.
 EM0034
 EM0034_MARKER: DB = BENCH MARK DISK
 EM0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0034_SP_SET: DRAIN
 EM0034_STAMPING: E 125 1963
 EM0034_MARK LOGO: CGS
 EM0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0034
 EM0034  HISTORY     - Date     Condition        Report By
 EM0034  HISTORY     - 1963     MONUMENTED       CGS
 EM0034  HISTORY     - 1968     GOOD             CGS
 EM0034  HISTORY     - 1976     GOOD             NGS
 EM0034  HISTORY     - 20000220 GOOD             LOCSUR
 EM0034
 EM0034                          STATION DESCRIPTION
 EM0034
 EM0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EM0034'2 MI S FROM LAWTON.
 EM0034'LOCATED AT THE LAWTON MUNICIPAL AIRPORT, IN THE NORTH CORNER OF A
 EM0034'LARGE CONCRETE DRAIN, ABOUT 710 FT. NORTH OF THE INTERSECTION OF THE
 EM0034'EAST-WEST TAXIWAY LEADING FROM THE RAMP AND THE NORTH-SOUTH CONCRETE
 EM0034'RUNWAY, AND 219 FT. EAST OF THE NORTH-SOUTH RUNWAY.
 EM0034
 EM0034                          STATION RECOVERY (1976)
 EM0034
 EM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EM0034'RECOVERED IN GOOD CONDITION.
 EM0034
 EM0034                          STATION RECOVERY (2000)
 EM0034
 EM0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0034'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0034'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0034'NO OBSTRUCTIONS.  NEED PRIOR PERMISSION TO OCCUPY BY LAWTON AIRPORT
 EM0034'AUTHORITY, CONTACT BARBARA MCNALLY AT AIRPORT OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0531 ***********************************************************************
 GH0531  DESIGNATION -  E 13
 GH0531  PID         -  GH0531
 GH0531  STATE/COUNTY-  OK/GRANT
 GH0531  COUNTRY     -  US
 GH0531  USGS QUAD   -  RENFROW (2018)
 GH0531
 GH0531                         *CURRENT SURVEY CONTROL
 GH0531  ______________________________________________________________________
 GH0531* NAD 83(1986) POSITION- 36 54 26.     (N) 097 39 53.     (W)   SCALED
 GH0531* NAVD 88 ORTHO HEIGHT -   357.780 (meters)     1173.82  (feet) ADJUSTED
 GH0531  ______________________________________________________________________
 GH0531  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GH0531  DYNAMIC HEIGHT  -        357.482 (meters)     1172.84  (feet) COMP
 GH0531  MODELED GRAVITY -    979,788.9   (mgal)                       NAVD 88
 GH0531
 GH0531  VERT ORDER      -  FIRST     CLASS II
 GH0531
 GH0531.The horizontal coordinates were scaled from a map and have
 GH0531.an estimated accuracy of +/- 6 seconds.
 GH0531
 GH0531.The orthometric height was determined by differential leveling and
 GH0531.adjusted by the NATIONAL GEODETIC SURVEY
 GH0531.in June 1991.
 GH0531
 GH0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0531.GEOID18 height accuracy estimate available here.
 GH0531
 GH0531.Click photographs - Photos may exist for this station.
 GH0531
 GH0531.The dynamic height is computed by dividing the NAVD 88
 GH0531.geopotential number by the normal gravity value computed on the
 GH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0531.degrees latitude (g = 980.6199 gals.).
 GH0531
 GH0531.The modeled gravity was interpolated from observed gravity values.
 GH0531
 GH0531;                    North         East    Units  Estimated Accuracy
 GH0531;SPC OK N     -   211,670.      629,880.      MT  (+/- 180 meters Scaled)
 GH0531
 GH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF189854(NAD 83)
 GH0531
 GH0531                          SUPERSEDED SURVEY CONTROL
 GH0531
 GH0531  NGVD 29 (??/??/92)  357.676  (m)         1173.48   (f) ADJ UNCH    1 2
 GH0531
 GH0531.Superseded values are not recommended for survey control.
 GH0531
 GH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0531.See file dsdata.pdf to determine how the superseded data were derived.
 GH0531
 GH0531_MARKER: DB = BENCH MARK DISK
 GH0531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0531_SP_SET: CULVERT HEADWALL
 GH0531_STAMPING: E 13 1933
 GH0531_MARK LOGO: CGS
 GH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0531+STABILITY: SURFACE MOTION
 GH0531
 GH0531  HISTORY     - Date     Condition        Report By
 GH0531  HISTORY     - 1933     MONUMENTED       CGS
 GH0531
 GH0531                          STATION DESCRIPTION
 GH0531
 GH0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0531'1 MI S FROM RENFROW.
 GH0531'1.0 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0531'RAILROAD FROM RENFROW, GRANT COUNTY, BETWEEN POLES 303+32 AND
 GH0531'303+33, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST HEAD WALL,
 GH0531'1 FOOT WEST OF THE EAST FACE, AND 1 FOOT NORTH OF THE SOUTH
 GH0531'END.  A STANDARD DISK, STAMPED E 13 1933.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0285 ***********************************************************************
 GH0285  DESIGNATION -  E 130
 GH0285  PID         -  GH0285
 GH0285  STATE/COUNTY-  OK/KAY
 GH0285  COUNTRY     -  US
 GH0285  USGS QUAD   -  KILDARE (2018)
 GH0285
 GH0285                         *CURRENT SURVEY CONTROL
 GH0285  ______________________________________________________________________
 GH0285* NAD 83(1986) POSITION- 36 46 53.     (N) 097 03 38.     (W)   SCALED
 GH0285* NAVD 88 ORTHO HEIGHT -   329.188 (meters)     1080.01  (feet) ADJUSTED
 GH0285  ______________________________________________________________________
 GH0285  GEOID HEIGHT    -        -28.941 (meters)                     GEOID18
 GH0285  DYNAMIC HEIGHT  -        328.905 (meters)     1079.08  (feet) COMP
 GH0285  MODELED GRAVITY -    979,764.4   (mgal)                       NAVD 88
 GH0285
 GH0285  VERT ORDER      -  SECOND    CLASS 0
 GH0285
 GH0285.The horizontal coordinates were scaled from a map and have
 GH0285.an estimated accuracy of +/- 6 seconds.
 GH0285
 GH0285.The orthometric height was determined by differential leveling and
 GH0285.adjusted by the NATIONAL GEODETIC SURVEY
 GH0285.in June 1991.
 GH0285
 GH0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0285.GEOID18 height accuracy estimate available here.
 GH0285
 GH0285.Click photographs - Photos may exist for this station.
 GH0285
 GH0285.The dynamic height is computed by dividing the NAVD 88
 GH0285.geopotential number by the normal gravity value computed on the
 GH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0285.degrees latitude (g = 980.6199 gals.).
 GH0285
 GH0285.The modeled gravity was interpolated from observed gravity values.
 GH0285
 GH0285;                    North         East    Units  Estimated Accuracy
 GH0285;SPC OK N     -   198,060.      683,860.      MT  (+/- 180 meters Scaled)
 GH0285
 GH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF730723(NAD 83)
 GH0285
 GH0285                          SUPERSEDED SURVEY CONTROL
 GH0285
 GH0285  NGVD 29 (??/??/92)  329.055  (m)         1079.57   (f) ADJ UNCH    2 0
 GH0285
 GH0285.Superseded values are not recommended for survey control.
 GH0285
 GH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0285.See file dsdata.pdf to determine how the superseded data were derived.
 GH0285
 GH0285_MARKER: DB = BENCH MARK DISK
 GH0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0285_STAMPING: E 130 1934
 GH0285_MARK LOGO: CGS
 GH0285_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0285+STABILITY: SURFACE MOTION
 GH0285
 GH0285  HISTORY     - Date     Condition        Report By
 GH0285  HISTORY     - 1934     MONUMENTED       CGS
 GH0285  HISTORY     - 1953     GOOD             CGS
 GH0285
 GH0285                          STATION DESCRIPTION
 GH0285
 GH0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0285'2.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0285'FROM THE STATION SIGN AT KILDARE, AT A ROAD CROSSING, 26 FEET
 GH0285'SOUTH OF THE CENTER LINE OF A ROAD, 38.6 FEET EAST OF THE EAST
 GH0285'RAIL, 9.6 FEET SOUTH OF THE 6TH POLE SOUTH OF MILEPOST 283,
 GH0285'9 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 GH0285'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GH0285'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0474 ***********************************************************************
 GH0474  DESIGNATION -  E 131
 GH0474  PID         -  GH0474
 GH0474  STATE/COUNTY-  OK/GRANT
 GH0474  COUNTRY     -  US
 GH0474  USGS QUAD   -  DEER CREEK (2018)
 GH0474
 GH0474                         *CURRENT SURVEY CONTROL
 GH0474  ______________________________________________________________________
 GH0474* NAD 83(1986) POSITION- 36 48 13.     (N) 097 33 06.     (W)   SCALED
 GH0474* NAVD 88 ORTHO HEIGHT -   336.039 (meters)     1102.49  (feet) ADJUSTED
 GH0474  ______________________________________________________________________
 GH0474  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 GH0474  DYNAMIC HEIGHT  -        335.756 (meters)     1101.56  (feet) COMP
 GH0474  MODELED GRAVITY -    979,780.0   (mgal)                       NAVD 88
 GH0474
 GH0474  VERT ORDER      -  SECOND    CLASS 0
 GH0474
 GH0474.The horizontal coordinates were scaled from a map and have
 GH0474.an estimated accuracy of +/- 6 seconds.
 GH0474
 GH0474.The orthometric height was determined by differential leveling and
 GH0474.adjusted by the NATIONAL GEODETIC SURVEY
 GH0474.in June 1991.
 GH0474
 GH0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0474.GEOID18 height accuracy estimate available here.
 GH0474
 GH0474.Click photographs - Photos may exist for this station.
 GH0474
 GH0474.The dynamic height is computed by dividing the NAVD 88
 GH0474.geopotential number by the normal gravity value computed on the
 GH0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0474.degrees latitude (g = 980.6199 gals.).
 GH0474
 GH0474.The modeled gravity was interpolated from observed gravity values.
 GH0474
 GH0474;                    North         East    Units  Estimated Accuracy
 GH0474;SPC OK N     -   200,220.      640,010.      MT  (+/- 180 meters Scaled)
 GH0474
 GH0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF292740(NAD 83)
 GH0474
 GH0474                          SUPERSEDED SURVEY CONTROL
 GH0474
 GH0474  NGVD 29 (??/??/92)  335.943  (m)         1102.17   (f) ADJ UNCH    2 0
 GH0474
 GH0474.Superseded values are not recommended for survey control.
 GH0474
 GH0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0474.See file dsdata.pdf to determine how the superseded data were derived.
 GH0474
 GH0474_MARKER: DB = BENCH MARK DISK
 GH0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0474_STAMPING: E 131 1934
 GH0474_MARK LOGO: CGS
 GH0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0474+STABILITY: SURFACE MOTION
 GH0474
 GH0474  HISTORY     - Date     Condition        Report By
 GH0474  HISTORY     - 1934     MONUMENTED       CGS
 GH0474  HISTORY     - 1966     MARK NOT FOUND   USGS
 GH0474
 GH0474                          STATION DESCRIPTION
 GH0474
 GH0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0474'2.1 MI W FROM DEER CREEK.
 GH0474'ABOUT 1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0474'RAILWAY FROM THE STATION AT DEER CREEK, GRANT COUNTY, ABOUT
 GH0474'0.4 MILE EAST OF MILEPOST 112, AT A DIRT-ROAD CROSSING, 42.4
 GH0474'FEET NORTH OF THE CENTER LINE OF THE TRACK, 33 FEET EAST OF
 GH0474'THE CENTER LINE OF THE ROAD, AND 7.3 FEET EAST OF A POLE.
 GH0474'A STANDARD DISK, STAMPED E 131 1934 AND SET IN THE TOP OF A
 GH0474'CONCRETE POST.
 GH0474
 GH0474                          STATION RECOVERY (1966)
 GH0474
 GH0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GH0474'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0201 ***********************************************************************
 GH0201  DESIGNATION -  E 132
 GH0201  PID         -  GH0201
 GH0201  STATE/COUNTY-  OK/OSAGE
 GH0201  COUNTRY     -  US
 GH0201  USGS QUAD   -  GRAINOLA (2018)
 GH0201
 GH0201                         *CURRENT SURVEY CONTROL
 GH0201  ______________________________________________________________________
 GH0201* NAD 83(1986) POSITION- 36 58 26.     (N) 096 43 18.     (W)   SCALED
 GH0201* NAVD 88 ORTHO HEIGHT -   359.403 (meters)     1179.14  (feet) ADJUSTED
 GH0201  ______________________________________________________________________
 GH0201  GEOID HEIGHT    -        -29.135 (meters)                     GEOID18
 GH0201  DYNAMIC HEIGHT  -        359.100 (meters)     1178.15  (feet) COMP
 GH0201  MODELED GRAVITY -    979,778.5   (mgal)                       NAVD 88
 GH0201
 GH0201  VERT ORDER      -  SECOND    CLASS 0
 GH0201
 GH0201.The horizontal coordinates were scaled from a map and have
 GH0201.an estimated accuracy of +/- 6 seconds.
 GH0201
 GH0201.The orthometric height was determined by differential leveling and
 GH0201.adjusted by the NATIONAL GEODETIC SURVEY
 GH0201.in June 1991.
 GH0201
 GH0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0201.GEOID18 height accuracy estimate available here.
 GH0201
 GH0201.Click photographs - Photos may exist for this station.
 GH0201
 GH0201.The dynamic height is computed by dividing the NAVD 88
 GH0201.geopotential number by the normal gravity value computed on the
 GH0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0201.degrees latitude (g = 980.6199 gals.).
 GH0201
 GH0201.The modeled gravity was interpolated from observed gravity values.
 GH0201
 GH0201;                    North         East    Units  Estimated Accuracy
 GH0201;SPC OK N     -   219,770.      713,830.      MT  (+/- 180 meters Scaled)
 GH0201
 GH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF028944(NAD 83)
 GH0201
 GH0201                          SUPERSEDED SURVEY CONTROL
 GH0201
 GH0201  NGVD 29 (??/??/92)  359.270  (m)         1178.71   (f) ADJ UNCH    2 0
 GH0201
 GH0201.Superseded values are not recommended for survey control.
 GH0201
 GH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0201.See file dsdata.pdf to determine how the superseded data were derived.
 GH0201
 GH0201_MARKER: DB = BENCH MARK DISK
 GH0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0201_STAMPING: E 132 1934
 GH0201_MARK LOGO: CGS
 GH0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0201+STABILITY: SURFACE MOTION
 GH0201
 GH0201  HISTORY     - Date     Condition        Report By
 GH0201  HISTORY     - 1934     MONUMENTED       CGS
 GH0201
 GH0201                          STATION DESCRIPTION
 GH0201
 GH0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0201'5.4 MI SE FROM HARDY.
 GH0201'IN OSAGE COUNTY, 5.4 MILES SOUTHEAST ALONG THE MIDLAND VALLEY
 GH0201'RAILROAD FROM THE STATION AT HARDY, KAY COUNTY, 320 FEET SOUTH
 GH0201'OF MILEPOST 239, AT THE SOUTH END OF A FILL, AT THE SOUTH END
 GH0201'OF A CURVE, 80 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 GH0201'35 FEET WEST OF THE NORTHEAST CORNER OF THE RIGHT-OF-WAY FENCE.
 GH0201'A STANDARD DISK, STAMPED E 132 1934 AND SET IN THE TOP OF A
 GH0201'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0016 ***********************************************************************
 GH0016  DESIGNATION -  E 133
 GH0016  PID         -  GH0016
 GH0016  STATE/COUNTY-  OK/OSAGE
 GH0016  COUNTRY     -  US
 GH0016  USGS QUAD   -  NELAGONEY (2018)
 GH0016
 GH0016                         *CURRENT SURVEY CONTROL
 GH0016  ______________________________________________________________________
 GH0016* NAD 83(1986) POSITION- 36 37 51.87   (N) 096 14 54.55   (W)   HD_HELD1
 GH0016* NAVD 88 ORTHO HEIGHT -   234.626 (meters)      769.77  (feet) ADJUSTED
 GH0016  ______________________________________________________________________
 GH0016  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 GH0016  DYNAMIC HEIGHT  -        234.435 (meters)      769.14  (feet) COMP
 GH0016  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 GH0016
 GH0016  VERT ORDER      -  SECOND    CLASS 0
 GH0016
 GH0016.The horizontal coordinates were determined by differentially corrected
 GH0016.hand held GPS observations or other comparable positioning techniques
 GH0016.and have an estimated accuracy of +/- 3 meters.
 GH0016
 GH0016.The orthometric height was determined by differential leveling and
 GH0016.adjusted by the NATIONAL GEODETIC SURVEY
 GH0016.in June 1991.
 GH0016
 GH0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0016.GEOID18 height accuracy estimate available here.
 GH0016
 GH0016.Click photographs - Photos may exist for this station.
 GH0016
 GH0016.The dynamic height is computed by dividing the NAVD 88
 GH0016.geopotential number by the normal gravity value computed on the
 GH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0016.degrees latitude (g = 980.6199 gals.).
 GH0016
 GH0016.The modeled gravity was interpolated from observed gravity values.
 GH0016
 GH0016;                    North         East    Units  Estimated Accuracy
 GH0016;SPC OK N     -   182,389.5     756,643.2     MT  (+/- 3 meters HH1 GPS) 
 GH0016
 GH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4602457473(NAD 83)
 GH0016
 GH0016                          SUPERSEDED SURVEY CONTROL
 GH0016
 GH0016  NGVD 29 (??/??/92)  234.516  (m)          769.41   (f) ADJ UNCH    2 0
 GH0016
 GH0016.Superseded values are not recommended for survey control.
 GH0016
 GH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0016.See file dsdata.pdf to determine how the superseded data were derived.
 GH0016
 GH0016_MARKER: DB = BENCH MARK DISK
 GH0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0016_SP_SET: TRESTLE HEADWALL
 GH0016_STAMPING: E 133 1934
 GH0016_MARK LOGO: CGS
 GH0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0016+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 GH0016
 GH0016  HISTORY     - Date     Condition        Report By
 GH0016  HISTORY     - 1934     MONUMENTED       CGS
 GH0016  HISTORY     - 20121205 GOOD             OKDOT
 GH0016
 GH0016                          STATION DESCRIPTION
 GH0016
 GH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0016'0.2 MI W FROM NELAGONY.
 GH0016'0.2 MILE WEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 GH0016'AT NELAGONY, OSAGE COUNTY, 150 FEET EAST OF MILEPOST 195, 500
 GH0016'FEET WEST OF THE CROSSING OF THE MISSOURI-KANSAS-TEXAS RAILROAD,
 GH0016'AT TRESTLE NO. 195.0 OVER A CREEK, IN THE TOP OF THE WEST CONCRETE
 GH0016'HEADWALL, AND 9.4 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 GH0016'STANDARD DISK, STAMPED E 133 1934.
 GH0016
 GH0016                          STATION RECOVERY (2012)
 GH0016
 GH0016'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2012 (MWF)
 GH0016'TRAIN TRACKS ARE NOW REMOVED. THE CONCRETE BRIDGE ABUTMENTS ARE STILL
 GH0016'IN GOOD CONDITION. GPS OBSERVATION IS POSSIBILE WITH A BIPOD AND FIXED
 GH0016'HEIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0498 ***********************************************************************
 GG0498  DESIGNATION -  E 135
 GG0498  PID         -  GG0498
 GG0498  STATE/COUNTY-  OK/WASHINGTON
 GG0498  COUNTRY     -  US
 GG0498  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0498
 GG0498                         *CURRENT SURVEY CONTROL
 GG0498  ______________________________________________________________________
 GG0498* NAD 83(1986) POSITION- 36 43 40.     (N) 095 55 00.     (W)   SCALED
 GG0498* NAVD 88 ORTHO HEIGHT -   235.323 (meters)      772.06  (feet) ADJUSTED
 GG0498  ______________________________________________________________________
 GG0498  GEOID HEIGHT    -        -29.196 (meters)                     GEOID18
 GG0498  DYNAMIC HEIGHT  -        235.129 (meters)      771.42  (feet) COMP
 GG0498  MODELED GRAVITY -    979,804.7   (mgal)                       NAVD 88
 GG0498
 GG0498  VERT ORDER      -  SECOND    CLASS 0
 GG0498
 GG0498.The horizontal coordinates were scaled from a map and have
 GG0498.an estimated accuracy of +/- 6 seconds.
 GG0498
 GG0498.The orthometric height was determined by differential leveling and
 GG0498.adjusted by the NATIONAL GEODETIC SURVEY
 GG0498.in June 1991.
 GG0498
 GG0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0498.GEOID18 height accuracy estimate available here.
 GG0498
 GG0498.Click photographs - Photos may exist for this station.
 GG0498
 GG0498.The dynamic height is computed by dividing the NAVD 88
 GG0498.geopotential number by the normal gravity value computed on the
 GG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0498.degrees latitude (g = 980.6199 gals.).
 GG0498
 GG0498.The modeled gravity was interpolated from observed gravity values.
 GG0498
 GG0498;                    North         East    Units  Estimated Accuracy
 GG0498;SPC OK N     -   193,700.      786,080.      MT  (+/- 180 meters Scaled)
 GG0498
 GG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA395686(NAD 83)
 GG0498
 GG0498                          SUPERSEDED SURVEY CONTROL
 GG0498
 GG0498  NGVD 29 (??/??/92)  235.203  (m)          771.66   (f) ADJ UNCH    2 0
 GG0498
 GG0498.Superseded values are not recommended for survey control.
 GG0498
 GG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0498.See file dsdata.pdf to determine how the superseded data were derived.
 GG0498
 GG0498_MARKER: DB = BENCH MARK DISK
 GG0498_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0498_STAMPING: E 135 1934
 GG0498_MARK LOGO: CGS
 GG0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0498
 GG0498  HISTORY     - Date     Condition        Report By
 GG0498  HISTORY     - 1934     MONUMENTED       CGS
 GG0498  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0498  HISTORY     - 20050304 MARK NOT FOUND   USPSQD
 GG0498
 GG0498                          STATION DESCRIPTION
 GG0498
 GG0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0498'5 MI E FROM BARTLESVILLE.
 GG0498'5.0 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0498'AND SANTA FE RAILWAY STATION AT BARTLESVILLE, WASHINGTON COUNTY,
 GG0498'2.0 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 75, 80 FEET
 GG0498'EAST OF THE CENTERLINE OF A GRAVEL CROSSROAD AT THE SUMMIT OF
 GG0498'THE HIGHWAY OVER A HILL, 30 FEET SOUTH OF THE CENTERLINE OF THE
 GG0498'HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GG0498'DISK, STAMPED E 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0498
 GG0498                          STATION RECOVERY (1988)
 GG0498
 GG0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0498'MARK NOT FOUND.
 GG0498
 GG0498                          STATION RECOVERY (2005)
 GG0498
 GG0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GG0498'THIS MARK NOT FOUND BUT I FOUND A MARK STAMPED E135 RE 1983 JUST SW OF
 GG0498'THE LOCATION FOR GG0498.  E135 RE 1983 IS LOCATED SW OF THE
 GG0498'INTERSECTION OF MADISON AVE AND US60, 11 FT S OF THE SOUTH CURB AND 22
 GG0498'FT W OF THE WEST CURB AT THIS INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0030 ***********************************************************************
 GH0030  DESIGNATION -  E 136
 GH0030  PID         -  GH0030
 GH0030  STATE/COUNTY-  OK/OSAGE
 GH0030  COUNTRY     -  US
 GH0030  USGS QUAD   -  WYNONA (2018)
 GH0030
 GH0030                         *CURRENT SURVEY CONTROL
 GH0030  ______________________________________________________________________
 GH0030* NAD 83(1986) POSITION- 36 32 45.     (N) 096 20 02.     (W)   SCALED
 GH0030* NAVD 88 ORTHO HEIGHT -   269.758 (meters)      885.03  (feet) ADJUSTED
 GH0030  ______________________________________________________________________
 GH0030  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GH0030  DYNAMIC HEIGHT  -        269.535 (meters)      884.30  (feet) COMP
 GH0030  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GH0030
 GH0030  VERT ORDER      -  SECOND    CLASS 0
 GH0030
 GH0030.The horizontal coordinates were scaled from a map and have
 GH0030.an estimated accuracy of +/- 6 seconds.
 GH0030
 GH0030.The orthometric height was determined by differential leveling and
 GH0030.adjusted by the NATIONAL GEODETIC SURVEY
 GH0030.in June 1991.
 GH0030
 GH0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0030.GEOID18 height accuracy estimate available here.
 GH0030
 GH0030.Click photographs - Photos may exist for this station.
 GH0030
 GH0030.The dynamic height is computed by dividing the NAVD 88
 GH0030.geopotential number by the normal gravity value computed on the
 GH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0030.degrees latitude (g = 980.6199 gals.).
 GH0030
 GH0030.The modeled gravity was interpolated from observed gravity values.
 GH0030
 GH0030;                    North         East    Units  Estimated Accuracy
 GH0030;SPC OK N     -   172,800.      749,170.      MT  (+/- 180 meters Scaled)
 GH0030
 GH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF386477(NAD 83)
 GH0030
 GH0030                          SUPERSEDED SURVEY CONTROL
 GH0030
 GH0030  NGVD 29 (??/??/92)  269.644  (m)          884.66   (f) ADJ UNCH    2 0
 GH0030
 GH0030.Superseded values are not recommended for survey control.
 GH0030
 GH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0030.See file dsdata.pdf to determine how the superseded data were derived.
 GH0030
 GH0030_MARKER: DB = BENCH MARK DISK
 GH0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0030_STAMPING: E 136 1934
 GH0030_MARK LOGO: CGS
 GH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0030+STABILITY: SURFACE MOTION
 GH0030
 GH0030  HISTORY     - Date     Condition        Report By
 GH0030  HISTORY     - 1934     MONUMENTED       CGS
 GH0030  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GH0030
 GH0030                          STATION DESCRIPTION
 GH0030
 GH0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0030'AT WYNONA.
 GH0030'AT WYNONA, OSAGE COUNTY, 75 FEET SOUTHWEST OF THE NORTHWEST CORNER
 GH0030'OF THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 48.3 FEET WEST
 GH0030'OF THE CENTERLINE OF THE MAIN TRACK, AND 3.5 FEET NORTH OF AN
 GH0030'OFFICE POLE.  A STANDARD DISK, STAMPED E 136 1934 AND SET IN
 GH0030'THE TOP OF A CONCRETE POST.
 GH0030
 GH0030                          STATION RECOVERY (1989)
 GH0030
 GH0030'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0428 ***********************************************************************
 GG0428  DESIGNATION -  E 137
 GG0428  PID         -  GG0428
 GG0428  STATE/COUNTY-  OK/TULSA
 GG0428  COUNTRY     -  US
 GG0428  USGS QUAD   -  TULSA (2019)
 GG0428
 GG0428                         *CURRENT SURVEY CONTROL
 GG0428  ______________________________________________________________________
 GG0428* NAD 83(1986) POSITION- 36 14 28.     (N) 095 58 40.     (W)   SCALED
 GG0428* NAVD 88 ORTHO HEIGHT -   197.078 (meters)      646.58  (feet) ADJUSTED
 GG0428  ______________________________________________________________________
 GG0428  GEOID HEIGHT    -        -28.910 (meters)                     GEOID18
 GG0428  DYNAMIC HEIGHT  -        196.907 (meters)      646.02  (feet) COMP
 GG0428  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 GG0428
 GG0428  VERT ORDER      -  SECOND    CLASS 0
 GG0428
 GG0428.The horizontal coordinates were scaled from a map and have
 GG0428.an estimated accuracy of +/- 6 seconds.
 GG0428
 GG0428.The orthometric height was determined by differential leveling and
 GG0428.adjusted by the NATIONAL GEODETIC SURVEY
 GG0428.in June 1991.
 GG0428
 GG0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0428.GEOID18 height accuracy estimate available here.
 GG0428
 GG0428.Click photographs - Photos may exist for this station.
 GG0428
 GG0428.The dynamic height is computed by dividing the NAVD 88
 GG0428.geopotential number by the normal gravity value computed on the
 GG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0428.degrees latitude (g = 980.6199 gals.).
 GG0428
 GG0428.The modeled gravity was interpolated from observed gravity values.
 GG0428
 GG0428;                    North         East    Units  Estimated Accuracy
 GG0428;SPC OK N     -   139,600.      781,750.      MT  (+/- 180 meters Scaled)
 GG0428
 GG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA324148(NAD 83)
 GG0428
 GG0428                          SUPERSEDED SURVEY CONTROL
 GG0428
 GG0428  NGVD 29 (??/??/92)  196.961  (m)          646.20   (f) ADJ UNCH    2 0
 GG0428
 GG0428.Superseded values are not recommended for survey control.
 GG0428
 GG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0428.See file dsdata.pdf to determine how the superseded data were derived.
 GG0428
 GG0428_MARKER: DB = BENCH MARK DISK
 GG0428_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0428_STAMPING: E 137 1934
 GG0428_MARK LOGO: CGS
 GG0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0428
 GG0428  HISTORY     - Date     Condition        Report By
 GG0428  HISTORY     - 1934     MONUMENTED       CGS
 GG0428  HISTORY     - 20100402 MARK NOT FOUND   AIRDAT
 GG0428
 GG0428                          STATION DESCRIPTION
 GG0428
 GG0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0428'IN TURLEY.
 GG0428'130 FEET SOUTH OF TURLEY STATION SIGNBOARD, 60 FEET SOUTH
 GG0428'OF SOUTH END OF MIDLAND VALLEY R.R. STATION, 27.8 FEET
 GG0428'EAST OF CENTERLINE OF MAIN LINE TRACK OF MIDLAND VALLEY
 GG0428'R.R., 3.4 FEET SOUTH OF TELEPHONE POLE 4290.  TABLET SET IN
 GG0428'PRECAST CONCRETE POST.
 GG0428
 GG0428                          STATION RECOVERY (2010)
 GG0428
 GG0428'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0015 ***********************************************************************
 FJ0015  DESIGNATION -  E 138
 FJ0015  PID         -  FJ0015
 FJ0015  STATE/COUNTY-  OK/CREEK
 FJ0015  COUNTRY     -  US
 FJ0015  USGS QUAD   -  KELLYVILLE (2018)
 FJ0015
 FJ0015                         *CURRENT SURVEY CONTROL
 FJ0015  ______________________________________________________________________
 FJ0015* NAD 83(1986) POSITION- 35 56 44.     (N) 096 13 00.     (W)   SCALED
 FJ0015* NAVD 88 ORTHO HEIGHT -   233.054 (meters)      764.61  (feet) ADJUSTED
 FJ0015  ______________________________________________________________________
 FJ0015  GEOID HEIGHT    -        -28.574 (meters)                     GEOID18
 FJ0015  DYNAMIC HEIGHT  -        232.847 (meters)      763.93  (feet) COMP
 FJ0015  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 FJ0015
 FJ0015  VERT ORDER      -  SECOND    CLASS 0
 FJ0015
 FJ0015.The horizontal coordinates were scaled from a map and have
 FJ0015.an estimated accuracy of +/- 6 seconds.
 FJ0015
 FJ0015.The orthometric height was determined by differential leveling and
 FJ0015.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0015.in June 1991.
 FJ0015
 FJ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0015.GEOID18 height accuracy estimate available here.
 FJ0015
 FJ0015.Click photographs - Photos may exist for this station.
 FJ0015
 FJ0015.The dynamic height is computed by dividing the NAVD 88
 FJ0015.geopotential number by the normal gravity value computed on the
 FJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0015.degrees latitude (g = 980.6199 gals.).
 FJ0015
 FJ0015.The modeled gravity was interpolated from observed gravity values.
 FJ0015
 FJ0015;                    North         East    Units  Estimated Accuracy
 FJ0015;SPC OK N     -   106,390.      760,890.      MT  (+/- 180 meters Scaled)
 FJ0015
 FJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE510814(NAD 83)
 FJ0015
 FJ0015                          SUPERSEDED SURVEY CONTROL
 FJ0015
 FJ0015  NGVD 29 (??/??/92)  232.943  (m)          764.25   (f) ADJ UNCH    2 0
 FJ0015
 FJ0015.Superseded values are not recommended for survey control.
 FJ0015
 FJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0015.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0015
 FJ0015_MARKER: DB = BENCH MARK DISK
 FJ0015_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0015_STAMPING: E 138 1934
 FJ0015_MARK LOGO: CGS
 FJ0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0015
 FJ0015  HISTORY     - Date     Condition        Report By
 FJ0015  HISTORY     - 1934     MONUMENTED       CGS
 FJ0015  HISTORY     - 1970     MARK NOT FOUND   USGS
 FJ0015  HISTORY     - 20030821 GOOD             NGS
 FJ0015
 FJ0015                          STATION DESCRIPTION
 FJ0015
 FJ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0015'AT KELLYVILLE.
 FJ0015'125 FEET NORTHEAST OF NORTHEAST END OF RY. STATION, 120 FEET
 FJ0015'SOUTHWEST OF M.P. 445-20, 34.3 FEET SOUTHEAST OF CENTERLINE OF
 FJ0015'MAIN LINE TRACK OF ST. L. AND S.F. RY.  3.5 FEET NORTHWEST OF
 FJ0015'2ND TELEGRAPH POLE NORTHEAST OF NORTHEAST END OF RY. STATION.
 FJ0015'TABLET SET IN PRECAST CONCRETE POST.
 FJ0015
 FJ0015                          STATION RECOVERY (1970)
 FJ0015
 FJ0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FJ0015'MARK NOT FOUND.
 FJ0015
 FJ0015                          STATION RECOVERY (2003)
 FJ0015
 FJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DB)
 FJ0015'THIS REPORT WAS SUBMITTED BY MYRON GWINNER OF USGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0253 ***********************************************************************
 FJ0253  DESIGNATION -  E 139
 FJ0253  PID         -  FJ0253
 FJ0253  STATE/COUNTY-  OK/LINCOLN
 FJ0253  COUNTRY     -  US
 FJ0253  USGS QUAD   -  DAVENPORT (2018)
 FJ0253
 FJ0253                         *CURRENT SURVEY CONTROL
 FJ0253  ______________________________________________________________________
 FJ0253* NAD 83(1986) POSITION- 35 42 07.     (N) 096 45 51.     (W)   SCALED
 FJ0253* NAVD 88 ORTHO HEIGHT -   254.987 (meters)      836.57  (feet) ADJUSTED
 FJ0253  ______________________________________________________________________
 FJ0253  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FJ0253  DYNAMIC HEIGHT  -        254.750 (meters)      835.79  (feet) COMP
 FJ0253  MODELED GRAVITY -    979,697.1   (mgal)                       NAVD 88
 FJ0253
 FJ0253  VERT ORDER      -  SECOND    CLASS 0
 FJ0253
 FJ0253.The horizontal coordinates were scaled from a map and have
 FJ0253.an estimated accuracy of +/- 6 seconds.
 FJ0253
 FJ0253.The orthometric height was determined by differential leveling and
 FJ0253.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0253.in June 1991.
 FJ0253
 FJ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0253.GEOID18 height accuracy estimate available here.
 FJ0253
 FJ0253.Click photographs - Photos may exist for this station.
 FJ0253
 FJ0253.The dynamic height is computed by dividing the NAVD 88
 FJ0253.geopotential number by the normal gravity value computed on the
 FJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0253.degrees latitude (g = 980.6199 gals.).
 FJ0253
 FJ0253.The modeled gravity was interpolated from observed gravity values.
 FJ0253
 FJ0253;                    North         East    Units  Estimated Accuracy
 FJ0253;SPC OK N     -    78,600.      711,840.      MT  (+/- 180 meters Scaled)
 FJ0253
 FJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE022531(NAD 83)
 FJ0253
 FJ0253                          SUPERSEDED SURVEY CONTROL
 FJ0253
 FJ0253  NGVD 29 (??/??/92)  254.889  (m)          836.25   (f) ADJ UNCH    2 0
 FJ0253
 FJ0253.Superseded values are not recommended for survey control.
 FJ0253
 FJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0253.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0253
 FJ0253_MARKER: DB = BENCH MARK DISK
 FJ0253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0253_STAMPING: E 139 1934
 FJ0253_MARK LOGO: CGS
 FJ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0253
 FJ0253  HISTORY     - Date     Condition        Report By
 FJ0253  HISTORY     - 1934     MONUMENTED       CGS
 FJ0253
 FJ0253                          STATION DESCRIPTION
 FJ0253
 FJ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0253'AT DAVENPORT.
 FJ0253'300 FEET WEST OF M.P. 485-5, 140 FEET SOUTHEAST OF SOUTHEAST
 FJ0253'CORNER OF ST. LOUIS AND SAN FRANCISCO RY. STATION, 48 FEET
 FJ0253'SOUTH OF CENTERLINE OF S.L. AND S.F.RY., 12.6 FEET SOUTHEAST
 FJ0253'OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0676 ***********************************************************************
 GK0676  DESIGNATION -  E 14
 GK0676  PID         -  GK0676
 GK0676  STATE/COUNTY-  OK/TEXAS
 GK0676  COUNTRY     -  US
 GK0676  USGS QUAD   -  GOODWELL (2018)
 GK0676
 GK0676                         *CURRENT SURVEY CONTROL
 GK0676  ______________________________________________________________________
 GK0676* NAD 83(1986) POSITION- 36 32 37.     (N) 101 42 45.     (W)   SCALED
 GK0676* NAVD 88 ORTHO HEIGHT -  1028.352 (meters)     3373.85  (feet) ADJUSTED
 GK0676  ______________________________________________________________________
 GK0676  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 GK0676  DYNAMIC HEIGHT  -       1027.249 (meters)     3370.23  (feet) COMP
 GK0676  MODELED GRAVITY -    979,524.4   (mgal)                       NAVD 88
 GK0676
 GK0676  VERT ORDER      -  FIRST     CLASS II
 GK0676
 GK0676.The horizontal coordinates were scaled from a map and have
 GK0676.an estimated accuracy of +/- 6 seconds.
 GK0676
 GK0676.The orthometric height was determined by differential leveling and
 GK0676.adjusted by the NATIONAL GEODETIC SURVEY
 GK0676.in June 1991.
 GK0676
 GK0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0676.GEOID18 height accuracy estimate available here.
 GK0676
 GK0676.Click photographs - Photos may exist for this station.
 GK0676
 GK0676.The dynamic height is computed by dividing the NAVD 88
 GK0676.geopotential number by the normal gravity value computed on the
 GK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0676.degrees latitude (g = 980.6199 gals.).
 GK0676
 GK0676.The modeled gravity was interpolated from observed gravity values.
 GK0676
 GK0676;                    North         East    Units  Estimated Accuracy
 GK0676;SPC OK N     -   177,630.      267,670.      MT  (+/- 180 meters Scaled)
 GK0676
 GK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF571476(NAD 83)
 GK0676
 GK0676                          SUPERSEDED SURVEY CONTROL
 GK0676
 GK0676  NGVD 29 (??/??/92) 1027.873  (m)         3372.28   (f) ADJ UNCH    1 2
 GK0676
 GK0676.Superseded values are not recommended for survey control.
 GK0676
 GK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0676.See file dsdata.pdf to determine how the superseded data were derived.
 GK0676
 GK0676_MARKER: DB = BENCH MARK DISK
 GK0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0676_SP_SET: ABUTMENT
 GK0676_STAMPING: E 14 1933
 GK0676_MARK LOGO: CGS
 GK0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0676
 GK0676  HISTORY     - Date     Condition        Report By
 GK0676  HISTORY     - 1933     MONUMENTED       CGS
 GK0676  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0676
 GK0676                          STATION DESCRIPTION
 GK0676
 GK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0676'4.6 MI NE FROM TEXHOMA.
 GK0676'4.6 MILES NORTHEAST OF TEXHOMA DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GK0676'AT STEEL 1-BEAM BRIDGE NO. 4898, 27 POLES SOUTH WEST OF MILE POST NO.
 GK0676'489. SET IN CONCRETE ABUTMENT, ON THE SOUTH EAST SIDE OF THE SOUTH
 GK0676'WEST END OF THE BRIDGE.
 GK0676
 GK0676                          STATION RECOVERY (1973)
 GK0676
 GK0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0289 ***********************************************************************
 FH0289  DESIGNATION -  E 140
 FH0289  PID         -  FH0289
 FH0289  STATE/COUNTY-  OK/HASKELL
 FH0289  COUNTRY     -  US
 FH0289  USGS QUAD   -  MCCURTAIN (2018)
 FH0289
 FH0289                         *CURRENT SURVEY CONTROL
 FH0289  ______________________________________________________________________
 FH0289* NAD 83(1986) POSITION- 35 13 35.     (N) 094 52 29.     (W)   SCALED
 FH0289* NAVD 88 ORTHO HEIGHT -   170.177 (meters)      558.32  (feet) ADJUSTED
 FH0289  ______________________________________________________________________
 FH0289  GEOID HEIGHT    -        -30.839 (meters)                     GEOID18
 FH0289  DYNAMIC HEIGHT  -        170.010 (meters)      557.77  (feet) COMP
 FH0289  MODELED GRAVITY -    979,652.8   (mgal)                       NAVD 88
 FH0289
 FH0289  VERT ORDER      -  SECOND    CLASS 0
 FH0289
 FH0289.The horizontal coordinates were scaled from a map and have
 FH0289.an estimated accuracy of +/- 6 seconds.
 FH0289
 FH0289.The orthometric height was determined by differential leveling and
 FH0289.adjusted by the NATIONAL GEODETIC SURVEY
 FH0289.in June 1991.
 FH0289
 FH0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0289.GEOID18 height accuracy estimate available here.
 FH0289
 FH0289.Click photographs - Photos may exist for this station.
 FH0289
 FH0289.The dynamic height is computed by dividing the NAVD 88
 FH0289.geopotential number by the normal gravity value computed on the
 FH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0289.degrees latitude (g = 980.6199 gals.).
 FH0289
 FH0289.The modeled gravity was interpolated from observed gravity values.
 FH0289
 FH0289;                    North         East    Units  Estimated Accuracy
 FH0289;SPC OK S     -   214,400.      884,470.      MT  (+/- 180 meters Scaled)
 FH0289
 FH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU293997(NAD 83)
 FH0289
 FH0289                          SUPERSEDED SURVEY CONTROL
 FH0289
 FH0289  NGVD 29 (??/??/92)  170.069  (m)          557.97   (f) ADJ UNCH    2 0
 FH0289
 FH0289.Superseded values are not recommended for survey control.
 FH0289
 FH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0289.See file dsdata.pdf to determine how the superseded data were derived.
 FH0289
 FH0289_MARKER: DB = BENCH MARK DISK
 FH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0289_STAMPING: E 140 1934
 FH0289_MARK LOGO: CGS
 FH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0289+STABILITY: SURFACE MOTION
 FH0289
 FH0289  HISTORY     - Date     Condition        Report By
 FH0289  HISTORY     - 1934     MONUMENTED       CGS
 FH0289  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0289  HISTORY     - 1967     GOOD             USGS
 FH0289
 FH0289                          STATION DESCRIPTION
 FH0289
 FH0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0289'3.5 MI SE FROM KEOTA.
 FH0289'3.5 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0289'STATION AT KEOTA, HASKELL COUNTY, 0.4 MILE WEST OF MILEPOST 37,
 FH0289'52.3 FEET NORTH OF THE CENTERLINE OF THE WEST END OF WOODEN
 FH0289'TRESTLE 37.4, 47.7 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FH0289'25 FEET NORTHWEST OF TELEPHONE POLE E 28 AND 4 FEET SOUTHWEST
 FH0289'OF THE NORTHEAST CORNER OF THE RIGHT-OF-WAY FENCE.  NOTE-- THE
 FH0289'WOODEN TRESTLE HAS BEEN REPLACED BY A CONCRETE BRIDGE.  IT IS
 FH0289'POSSIBLE THE MARK WAS DESTROYED WHEN THIS WAS DONE.
 FH0289
 FH0289                          STATION RECOVERY (1967)
 FH0289
 FH0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0487 ***********************************************************************
 FJ0487  DESIGNATION -  E 141
 FJ0487  PID         -  FJ0487
 FJ0487  STATE/COUNTY-  OK/GRADY
 FJ0487  COUNTRY     -  US
 FJ0487  USGS QUAD   -  TABLER (2018)
 FJ0487
 FJ0487                         *CURRENT SURVEY CONTROL
 FJ0487  ______________________________________________________________________
 FJ0487* NAD 83(1986) POSITION- 35 02 38.     (N) 097 49 21.     (W)   SCALED
 FJ0487* NAVD 88 ORTHO HEIGHT -   329.570 (meters)     1081.26  (feet) ADJUSTED
 FJ0487  ______________________________________________________________________
 FJ0487  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 FJ0487  DYNAMIC HEIGHT  -        329.243 (meters)     1080.19  (feet) COMP
 FJ0487  MODELED GRAVITY -    979,635.0   (mgal)                       NAVD 88
 FJ0487
 FJ0487  VERT ORDER      -  FIRST     CLASS II
 FJ0487
 FJ0487.The horizontal coordinates were scaled from a map and have
 FJ0487.an estimated accuracy of +/- 6 seconds.
 FJ0487
 FJ0487.The orthometric height was determined by differential leveling and
 FJ0487.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0487.in June 1991.
 FJ0487
 FJ0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0487.GEOID18 height accuracy estimate available here.
 FJ0487
 FJ0487.Click photographs - Photos may exist for this station.
 FJ0487
 FJ0487.The dynamic height is computed by dividing the NAVD 88
 FJ0487.geopotential number by the normal gravity value computed on the
 FJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0487.degrees latitude (g = 980.6199 gals.).
 FJ0487
 FJ0487.The modeled gravity was interpolated from observed gravity values.
 FJ0487
 FJ0487;                    North         East    Units  Estimated Accuracy
 FJ0487;SPC OK S     -   189,760.      616,190.      MT  (+/- 180 meters Scaled)
 FJ0487
 FJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD073785(NAD 83)
 FJ0487
 FJ0487                          SUPERSEDED SURVEY CONTROL
 FJ0487
 FJ0487  NGVD 29 (??/??/92)  329.458  (m)         1080.90   (f) ADJ UNCH    1 2
 FJ0487
 FJ0487.Superseded values are not recommended for survey control.
 FJ0487
 FJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0487.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0487
 FJ0487_MARKER: DB = BENCH MARK DISK
 FJ0487_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0487_STAMPING: E 141 1934
 FJ0487_MARK LOGO: CGS
 FJ0487_PROJECTION: FLUSH
 FJ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0487
 FJ0487  HISTORY     - Date     Condition        Report By
 FJ0487  HISTORY     - 1934     MONUMENTED       CGS
 FJ0487  HISTORY     - 1953     GOOD             CGS
 FJ0487  HISTORY     - 1971     GOOD             NGS
 FJ0487  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0487
 FJ0487                          STATION DESCRIPTION
 FJ0487
 FJ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0487'6.3 MI E FROM CHICKASHA.
 FJ0487'6.3 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0487'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, AT TABLER,
 FJ0487'200 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION WITH
 FJ0487'STATE HIGHWAY 39, 75 FEET WEST OF THE NORTHWEST CORNER OF A
 FJ0487'POST OFFICE AND STORE, 34 FEET SOUTH OF THE CENTER LINE OF STATE
 FJ0487'HIGHWAY 39, 3 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP
 FJ0487'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FJ0487
 FJ0487                          STATION RECOVERY (1971)
 FJ0487
 FJ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FJ0487'RECOVERED IN GOOD CONDITION.
 FJ0487
 FJ0487                          STATION RECOVERY (2022)
 FJ0487
 FJ0487'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0374 ***********************************************************************
 EL0374  DESIGNATION -  E 142
 EL0374  PID         -  EL0374
 EL0374  STATE/COUNTY-  OK/GARVIN
 EL0374  COUNTRY     -  US
 EL0374  USGS QUAD   -  PAOLI (2018)
 EL0374
 EL0374                         *CURRENT SURVEY CONTROL
 EL0374  ______________________________________________________________________
 EL0374* NAD 83(1986) POSITION- 34 48 50.     (N) 097 15 15.     (W)   SCALED
 EL0374* NAVD 88 ORTHO HEIGHT -   277.137 (meters)      909.24  (feet) ADJUSTED
 EL0374  ______________________________________________________________________
 EL0374  GEOID HEIGHT    -        -25.721 (meters)                     GEOID18
 EL0374  DYNAMIC HEIGHT  -        276.868 (meters)      908.36  (feet) COMP
 EL0374  MODELED GRAVITY -    979,655.2   (mgal)                       NAVD 88
 EL0374
 EL0374  VERT ORDER      -  SECOND    CLASS 0
 EL0374
 EL0374.The horizontal coordinates were scaled from a map and have
 EL0374.an estimated accuracy of +/- 6 seconds.
 EL0374
 EL0374.The orthometric height was determined by differential leveling and
 EL0374.adjusted by the NATIONAL GEODETIC SURVEY
 EL0374.in June 1991.
 EL0374
 EL0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0374.GEOID18 height accuracy estimate available here.
 EL0374
 EL0374.Click photographs - Photos may exist for this station.
 EL0374
 EL0374.The dynamic height is computed by dividing the NAVD 88
 EL0374.geopotential number by the normal gravity value computed on the
 EL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0374.degrees latitude (g = 980.6199 gals.).
 EL0374
 EL0374.The modeled gravity was interpolated from observed gravity values.
 EL0374
 EL0374;                    North         East    Units  Estimated Accuracy
 EL0374;SPC OK S     -   164,480.      668,240.      MT  (+/- 180 meters Scaled)
 EL0374
 EL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD596537(NAD 83)
 EL0374
 EL0374                          SUPERSEDED SURVEY CONTROL
 EL0374
 EL0374  NGVD 29 (??/??/92)  277.058  (m)          908.98   (f) ADJ UNCH    2 0
 EL0374
 EL0374.Superseded values are not recommended for survey control.
 EL0374
 EL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0374.See file dsdata.pdf to determine how the superseded data were derived.
 EL0374
 EL0374_MARKER: DB = BENCH MARK DISK
 EL0374_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0374_SP_SET: CULVERT HEADWALL
 EL0374_STAMPING: E 142 1934
 EL0374_MARK LOGO: CGS
 EL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0374+STABILITY: SURFACE MOTION
 EL0374
 EL0374  HISTORY     - Date     Condition        Report By
 EL0374  HISTORY     - 1934     MONUMENTED       CGS
 EL0374
 EL0374                          STATION DESCRIPTION
 EL0374
 EL0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0374'1.1 MI SE FROM PAOLI.
 EL0374'1.1 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 EL0374'FROM THE STATION AT PAOLI, 0.5 MILE SOUTHEAST OF MILEPOST 502, 96
 EL0374'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77, 78.4 FEET
 EL0374'EAST OF THE SOUTHEAST END OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 EL0374'AT RAILROAD BRIDGE 501 B, IN THE TOP OF THE SOUTHEAST ABUTMENT,
 EL0374'6.1 FEET NORTHEAST OF THE SOUTHWEST END, AND 6 FEET SOUTHWEST OF THE
 EL0374'CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED E 142 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0333 ***********************************************************************
 FJ0333  DESIGNATION -  E 143
 FJ0333  PID         -  FJ0333
 FJ0333  STATE/COUNTY-  OK/CLEVELAND
 FJ0333  COUNTRY     -  US
 FJ0333  USGS QUAD   -  NORMAN (2018)
 FJ0333
 FJ0333                         *CURRENT SURVEY CONTROL
 FJ0333  ______________________________________________________________________
 FJ0333* NAD 83(1986) POSITION- 35 13 12.     (N) 097 26 26.     (W)   SCALED
 FJ0333* NAVD 88 ORTHO HEIGHT -   357.835 (meters)     1174.00  (feet) ADJUSTED
 FJ0333  ______________________________________________________________________
 FJ0333  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 FJ0333  DYNAMIC HEIGHT  -        357.487 (meters)     1172.86  (feet) COMP
 FJ0333  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 FJ0333
 FJ0333  VERT ORDER      -  SECOND    CLASS 0
 FJ0333
 FJ0333.The horizontal coordinates were scaled from a map and have
 FJ0333.an estimated accuracy of +/- 6 seconds.
 FJ0333
 FJ0333.The orthometric height was determined by differential leveling and
 FJ0333.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0333.in August 1994.
 FJ0333
 FJ0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0333.GEOID18 height accuracy estimate available here.
 FJ0333
 FJ0333.Click photographs - Photos may exist for this station.
 FJ0333
 FJ0333.The dynamic height is computed by dividing the NAVD 88
 FJ0333.geopotential number by the normal gravity value computed on the
 FJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0333.degrees latitude (g = 980.6199 gals.).
 FJ0333
 FJ0333.The modeled gravity was interpolated from observed gravity values.
 FJ0333
 FJ0333;                    North         East    Units  Estimated Accuracy
 FJ0333;SPC OK S     -   209,420.      650,930.      MT  (+/- 180 meters Scaled)
 FJ0333
 FJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD419985(NAD 83)
 FJ0333
 FJ0333                          SUPERSEDED SURVEY CONTROL
 FJ0333
 FJ0333  NAVD 88 (06/15/91)  357.880  (m)         1174.14   (f) SUPERSEDED  2 0
 FJ0333  NGVD 29 (??/??/92)  357.760  (m)         1173.75   (f) ADJ UNCH    2 0
 FJ0333
 FJ0333.Superseded values are not recommended for survey control.
 FJ0333
 FJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0333.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0333
 FJ0333_MARKER: DB = BENCH MARK DISK
 FJ0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0333_SP_SET: BUILDING
 FJ0333_STAMPING: E 143 1934
 FJ0333_MARK LOGO: CGS
 FJ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0333
 FJ0333  HISTORY     - Date     Condition        Report By
 FJ0333  HISTORY     - 1934     MONUMENTED       CGS
 FJ0333  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0333
 FJ0333                          STATION DESCRIPTION
 FJ0333
 FJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0333'AT NORMAN.
 FJ0333'AT NORMAN, CLEVELAND COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 FJ0333'NORTHWEST BRICK WALL, 9.8 FEET NORTHEAST OF THE WEST CORNER
 FJ0333'OF THE BUILDING, 20.2 FEET SOUTHWEST OF THE NORTHWEST ENTRANCE
 FJ0333'DOOR, 2.3 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A WINDOW, AND
 FJ0333'4.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 143 1934
 FJ0333'AND SET VERTICALLY.
 FJ0333
 FJ0333                          STATION RECOVERY (1994)
 FJ0333
 FJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0285 ***********************************************************************
 FJ0285  DESIGNATION -  E 144
 FJ0285  PID         -  FJ0285
 FJ0285  STATE/COUNTY-  OK/LOGAN
 FJ0285  COUNTRY     -  US
 FJ0285  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0285
 FJ0285                         *CURRENT SURVEY CONTROL
 FJ0285  ______________________________________________________________________
 FJ0285* NAD 83(1986) POSITION- 35 47 02.     (N) 097 29 37.     (W)   SCALED
 FJ0285* NAVD 88 ORTHO HEIGHT -   299.278 (meters)      981.88  (feet) ADJUSTED
 FJ0285  ______________________________________________________________________
 FJ0285  GEOID HEIGHT    -        -27.491 (meters)                     GEOID18
 FJ0285  DYNAMIC HEIGHT  -        299.000 (meters)      980.97  (feet) COMP
 FJ0285  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 FJ0285
 FJ0285  VERT ORDER      -  SECOND    CLASS 0
 FJ0285
 FJ0285.The horizontal coordinates were scaled from a map and have
 FJ0285.an estimated accuracy of +/- 6 seconds.
 FJ0285
 FJ0285.The orthometric height was determined by differential leveling and
 FJ0285.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0285.in August 1994.
 FJ0285
 FJ0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0285.GEOID18 height accuracy estimate available here.
 FJ0285
 FJ0285.Click photographs - Photos may exist for this station.
 FJ0285
 FJ0285.The dynamic height is computed by dividing the NAVD 88
 FJ0285.geopotential number by the normal gravity value computed on the
 FJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0285.degrees latitude (g = 980.6199 gals.).
 FJ0285
 FJ0285.The modeled gravity was interpolated from observed gravity values.
 FJ0285
 FJ0285;                    North         East    Units  Estimated Accuracy
 FJ0285;SPC OK N     -    87,090.      645,780.      MT  (+/- 180 meters Scaled)
 FJ0285
 FJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE361610(NAD 83)
 FJ0285
 FJ0285                          SUPERSEDED SURVEY CONTROL
 FJ0285
 FJ0285  NAVD 88 (06/15/91)  299.280  (m)          981.89   (f) SUPERSEDED  2 0
 FJ0285  NGVD 29 (??/??/92)  299.146  (m)          981.45   (f) ADJ UNCH    2 0
 FJ0285
 FJ0285.Superseded values are not recommended for survey control.
 FJ0285
 FJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0285.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0285
 FJ0285_MARKER: DB = BENCH MARK DISK
 FJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0285_STAMPING: E 144 1934
 FJ0285_MARK LOGO: CGS
 FJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0285+STABILITY: SURFACE MOTION
 FJ0285
 FJ0285  HISTORY     - Date     Condition        Report By
 FJ0285  HISTORY     - 1934     MONUMENTED       CGS
 FJ0285  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0285
 FJ0285                          STATION DESCRIPTION
 FJ0285
 FJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0285'9.3 MI N FROM EDMOND.
 FJ0285'IN LOGAN COUNTY, 9.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND
 FJ0285'SANTA FE RAILWAY FROM THE STATION AT EDMOND, OKLAHOMA COUNTY,
 FJ0285'ABOUT 3/4 MILE SOUTH OF THE STATION AT SEWARD, LOGAN COUNTY,
 FJ0285'0.2 MILE NORTH OF MILEPOST 361, AT A COUNTY-ROAD CROSSING, 89.8
 FJ0285'FEET NORTH OF THE CENTERLINE OF THE ROAD, 47.2 FEET EAST OF THE
 FJ0285'CENTERLINE OF THE TRACK, 59.3 FEET NORTH OF A FENCE CORNER, AND
 FJ0285'1.9 FEET WEST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 FJ0285'STAMPED E 144 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0285
 FJ0285                          STATION RECOVERY (1968)
 FJ0285
 FJ0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0345 ***********************************************************************
 GH0345  DESIGNATION -  E 145
 GH0345  PID         -  GH0345
 GH0345  STATE/COUNTY-  OK/NOBLE
 GH0345  COUNTRY     -  US
 GH0345  USGS QUAD   -  ORLANDO EAST (2018)
 GH0345
 GH0345                         *CURRENT SURVEY CONTROL
 GH0345  ______________________________________________________________________
 GH0345* NAD 83(1986) POSITION- 36 14 46.25   (N) 097 18 48.27   (W)   HD_HELD1
 GH0345* NAVD 88 ORTHO HEIGHT -   319.222 (meters)     1047.31  (feet) ADJUSTED
 GH0345  ______________________________________________________________________
 GH0345  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GH0345  DYNAMIC HEIGHT  -        318.934 (meters)     1046.37  (feet) COMP
 GH0345  MODELED GRAVITY -    979,723.9   (mgal)                       NAVD 88
 GH0345
 GH0345  VERT ORDER      -  SECOND    CLASS 0
 GH0345
 GH0345.The horizontal coordinates were determined by differentially corrected
 GH0345.hand held GPS observations or other comparable positioning techniques
 GH0345.and have an estimated accuracy of +/- 3 meters.
 GH0345
 GH0345.The orthometric height was determined by differential leveling and
 GH0345.adjusted by the NATIONAL GEODETIC SURVEY
 GH0345.in June 1991.
 GH0345
 GH0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0345.GEOID18 height accuracy estimate available here.
 GH0345
 GH0345.Click photographs - Photos may exist for this station.
 GH0345
 GH0345.The dynamic height is computed by dividing the NAVD 88
 GH0345.geopotential number by the normal gravity value computed on the
 GH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0345.degrees latitude (g = 980.6199 gals.).
 GH0345
 GH0345.The modeled gravity was interpolated from observed gravity values.
 GH0345
 GH0345;                    North         East    Units  Estimated Accuracy
 GH0345;SPC OK N     -   138,485.8     661,708.8     MT  (+/- 3 meters HH1 GPS) 
 GH0345
 GH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5154112573(NAD 83)
 GH0345
 GH0345                          SUPERSEDED SURVEY CONTROL
 GH0345
 GH0345  NGVD 29 (??/??/92)  319.084  (m)         1046.86   (f) ADJ UNCH    2 0
 GH0345
 GH0345.Superseded values are not recommended for survey control.
 GH0345
 GH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0345.See file dsdata.pdf to determine how the superseded data were derived.
 GH0345
 GH0345_MARKER: DB = BENCH MARK DISK
 GH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0345_STAMPING: E 145 1934
 GH0345_MARK LOGO: CGS
 GH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0345+STABILITY: SURFACE MOTION
 GH0345
 GH0345  HISTORY     - Date     Condition        Report By
 GH0345  HISTORY     - 1934     MONUMENTED       CGS
 GH0345  HISTORY     - 1943     GOOD             CGS
 GH0345
 GH0345                          STATION DESCRIPTION
 GH0345
 GH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GH0345'3.3 MI S FROM PERRY.
 GH0345'3.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0345'FROM THE STATION AT PERRY, 270 FEET NORTHEAST OF MILEPOST 325,
 GH0345'AT A FARM-ROAD CROSSING, 125 FEET EAST OF THE CENTER OF THE
 GH0345'CROSSING, 99.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 GH0345'54.2 FEET SOUTHEAST OF A POLE, 8.8 FEET NORTH OF A FENCE CORNER,
 GH0345'AND 2.2 FEET NORTHWEST OF A FENCE PARALLELING THE TRACK.  A
 GH0345'STANDARD DISK, STAMPED E 145 1934 AND SET IN THE TOP OF A CONCRETE
 GH0345'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0166 ***********************************************************************
 GH0166  DESIGNATION -  E 146
 GH0166  PID         -  GH0166
 GH0166  STATE/COUNTY-  OK/PAYNE
 GH0166  COUNTRY     -  US
 GH0166  USGS QUAD   -  RIPLEY (2018)
 GH0166
 GH0166                         *CURRENT SURVEY CONTROL
 GH0166  ______________________________________________________________________
 GH0166* NAD 83(1986) POSITION- 36 01 38.     (N) 096 53 17.     (W)   SCALED
 GH0166* NAVD 88 ORTHO HEIGHT -   254.187 (meters)      833.95  (feet) ADJUSTED
 GH0166  ______________________________________________________________________
 GH0166  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 GH0166  DYNAMIC HEIGHT  -        253.960 (meters)      833.20  (feet) COMP
 GH0166  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 GH0166
 GH0166  VERT ORDER      -  SECOND    CLASS 0
 GH0166
 GH0166.The horizontal coordinates were scaled from a map and have
 GH0166.an estimated accuracy of +/- 6 seconds.
 GH0166
 GH0166.The orthometric height was determined by differential leveling and
 GH0166.adjusted by the NATIONAL GEODETIC SURVEY
 GH0166.in June 1991.
 GH0166
 GH0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0166.GEOID18 height accuracy estimate available here.
 GH0166
 GH0166.Click photographs - Photos may exist for this station.
 GH0166
 GH0166.The dynamic height is computed by dividing the NAVD 88
 GH0166.geopotential number by the normal gravity value computed on the
 GH0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0166.degrees latitude (g = 980.6199 gals.).
 GH0166
 GH0166.The modeled gravity was interpolated from observed gravity values.
 GH0166
 GH0166;                    North         East    Units  Estimated Accuracy
 GH0166;SPC OK N     -   114,550.      700,220.      MT  (+/- 180 meters Scaled)
 GH0166
 GH0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE902890(NAD 83)
 GH0166
 GH0166                          SUPERSEDED SURVEY CONTROL
 GH0166
 GH0166  NGVD 29 (??/??/92)  254.083  (m)          833.60   (f) ADJ UNCH    2 0
 GH0166
 GH0166.Superseded values are not recommended for survey control.
 GH0166
 GH0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0166.See file dsdata.pdf to determine how the superseded data were derived.
 GH0166
 GH0166_MARKER: DB = BENCH MARK DISK
 GH0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0166_STAMPING: E 146 1934
 GH0166_MARK LOGO: CGS
 GH0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0166+STABILITY: SURFACE MOTION
 GH0166
 GH0166  HISTORY     - Date     Condition        Report By
 GH0166  HISTORY     - 1934     MONUMENTED       CGS
 GH0166  HISTORY     - 1975     GOOD             USGS
 GH0166  HISTORY     - 20201013 MARK NOT FOUND   OKDOT
 GH0166
 GH0166                          STATION DESCRIPTION
 GH0166
 GH0166'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 GH0166'1.3 MI E FROM RIPLEY.
 GH0166'ABOUT 1.3 MILES EAST ALONG THE OLD ROADBED OF THE ATICHESON,
 GH0166'TOPEKA AND SANTA FE RAILWAY FROM THE STATION SITE AT RIPLEY,
 GH0166'PAYNE COUNTY, T.18N., R.4E., IN NW1/4-NW1/4 SECTION 21, ABOUT
 GH0166'225 FT WEST OF A DEEP DRAIN CROSSING THE OLD ROADBED, 48 FT
 GH0166'S., 17 FT W. AND 2.9 FT HIGHER THAN CENTER OF OLD ROADBED AT
 GH0166'FIELD ROAD CROSSING, 38 FT NE OF THREE 6-INCH OAK TREES, IN
 GH0166'TOP OF CONCRETE POST PROJECTING 7-INCHES ABOVE GROUND, A STANDARD
 GH0166'DISK, STAMPED E 146 1934
 GH0166
 GH0166                          STATION RECOVERY (2020)
 GH0166
 GH0166'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 GH0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0377 ***********************************************************************
 FJ0377  DESIGNATION -  E 147
 FJ0377  PID         -  FJ0377
 FJ0377  STATE/COUNTY-  OK/OKLAHOMA
 FJ0377  COUNTRY     -  US
 FJ0377  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0377
 FJ0377                         *CURRENT SURVEY CONTROL
 FJ0377  ______________________________________________________________________
 FJ0377* NAD 83(1986) POSITION- 35 26 49.     (N) 097 22 32.     (W)   SCALED
 FJ0377* NAVD 88 ORTHO HEIGHT -   372.094 (meters)     1220.78  (feet) ADJUSTED
 FJ0377  ______________________________________________________________________
 FJ0377  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 FJ0377  DYNAMIC HEIGHT  -        371.739 (meters)     1219.61  (feet) COMP
 FJ0377  MODELED GRAVITY -    979,667.8   (mgal)                       NAVD 88
 FJ0377
 FJ0377  VERT ORDER      -  SECOND    CLASS 0
 FJ0377
 FJ0377.The horizontal coordinates were scaled from a map and have
 FJ0377.an estimated accuracy of +/- 6 seconds.
 FJ0377
 FJ0377.The orthometric height was determined by differential leveling and
 FJ0377.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0377.in August 1994.
 FJ0377
 FJ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0377.GEOID18 height accuracy estimate available here.
 FJ0377
 FJ0377.Click photographs - Photos may exist for this station.
 FJ0377
 FJ0377.The dynamic height is computed by dividing the NAVD 88
 FJ0377.geopotential number by the normal gravity value computed on the
 FJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0377.degrees latitude (g = 980.6199 gals.).
 FJ0377
 FJ0377.The modeled gravity was interpolated from observed gravity values.
 FJ0377
 FJ0377;                    North         East    Units  Estimated Accuracy
 FJ0377;SPC OK N     -    49,770.      656,690.      MT  (+/- 180 meters Scaled)
 FJ0377
 FJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE474238(NAD 83)
 FJ0377
 FJ0377                          SUPERSEDED SURVEY CONTROL
 FJ0377
 FJ0377  NAVD 88 (06/15/91)  372.159  (m)         1220.99   (f) SUPERSEDED  2 0
 FJ0377  NGVD 29 (??/??/92)  372.014  (m)         1220.52   (f) ADJ UNCH    2 0
 FJ0377
 FJ0377.Superseded values are not recommended for survey control.
 FJ0377
 FJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0377.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0377
 FJ0377_MARKER: DB = BENCH MARK DISK
 FJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0377_STAMPING: E 147 1934
 FJ0377_MARK LOGO: CGS
 FJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0377+STABILITY: SURFACE MOTION
 FJ0377
 FJ0377  HISTORY     - Date     Condition        Report By
 FJ0377  HISTORY     - 1934     MONUMENTED       CGS
 FJ0377  HISTORY     - 19850530 MARK NOT FOUND   USPSQD
 FJ0377
 FJ0377                          STATION DESCRIPTION
 FJ0377
 FJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0377'1.3 MI NW FROM MARION.
 FJ0377'1.3 MILES NORTHWEST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY
 FJ0377'FROM THE STATION SIGN AT MARION, OKLAHOMA COUNTY, 0.2 MILE
 FJ0377'NORTHWEST OF MILEPOST 8, 0.1 MILE SOUTHWEST OF THE C.F. TRAVE
 FJ0377'FARMHOUSE, 37.5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 FJ0377'12.1 FEET SOUTHWEST OF A FENCE PARALLEL TO THE TRACK, AND 5.1
 FJ0377'FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED E 147 1934
 FJ0377'AND SET IN THE TOP OF A CONCRETE POST.
 FJ0377
 FJ0377                          STATION RECOVERY (1985)
 FJ0377
 FJ0377'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0157 ***********************************************************************
 FJ0157  DESIGNATION -  E 148
 FJ0157  PID         -  FJ0157
 FJ0157  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0157  COUNTRY     -  US
 FJ0157  USGS QUAD   -  MAUD (2018)
 FJ0157
 FJ0157                         *CURRENT SURVEY CONTROL
 FJ0157  ______________________________________________________________________
 FJ0157* NAD 83(1986) POSITION- 35 13 53.71   (N) 096 51 29.58   (W)   HD_HELD1
 FJ0157* NAVD 88 ORTHO HEIGHT -   280.018 (meters)      918.69  (feet) ADJUSTED
 FJ0157  ______________________________________________________________________
 FJ0157  GEOID HEIGHT    -        -27.009 (meters)                     GEOID18
 FJ0157  DYNAMIC HEIGHT  -        279.750 (meters)      917.81  (feet) COMP
 FJ0157  MODELED GRAVITY -    979,667.7   (mgal)                       NAVD 88
 FJ0157
 FJ0157  VERT ORDER      -  SECOND    CLASS 0
 FJ0157
 FJ0157.The horizontal coordinates were determined by differentially corrected
 FJ0157.hand held GPS observations or other comparable positioning techniques
 FJ0157.and have an estimated accuracy of +/- 3 meters.
 FJ0157
 FJ0157.The orthometric height was determined by differential leveling and
 FJ0157.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0157.in June 1991.
 FJ0157
 FJ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0157.GEOID18 height accuracy estimate available here.
 FJ0157
 FJ0157.Click photographs - Photos may exist for this station.
 FJ0157
 FJ0157.The dynamic height is computed by dividing the NAVD 88
 FJ0157.geopotential number by the normal gravity value computed on the
 FJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0157.degrees latitude (g = 980.6199 gals.).
 FJ0157
 FJ0157.The modeled gravity was interpolated from observed gravity values.
 FJ0157
 FJ0157;                    North         East    Units  Estimated Accuracy
 FJ0157;SPC OK S     -   211,155.3     703,934.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0157
 FJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9490400827(NAD 83)
 FJ0157
 FJ0157                          SUPERSEDED SURVEY CONTROL
 FJ0157
 FJ0157  NGVD 29 (??/??/92)  279.937  (m)          918.43   (f) ADJ UNCH    2 0
 FJ0157
 FJ0157.Superseded values are not recommended for survey control.
 FJ0157
 FJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0157.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0157
 FJ0157_MARKER: DB = BENCH MARK DISK
 FJ0157_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0157_STAMPING: E 148 1934
 FJ0157_MARK LOGO: CGS
 FJ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0157
 FJ0157  HISTORY     - Date     Condition        Report By
 FJ0157  HISTORY     - 1934     MONUMENTED       CGS
 FJ0157
 FJ0157                          STATION DESCRIPTION
 FJ0157
 FJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0157'7.9 MI E FROM SHAWNEE.
 FJ0157'7.9 MILES EAST OF, ALONG OKLA. CITY, ADA. ATOKA RY. FROM STATION.
 FJ0157'ABOUT 150 FEET SOUTH OF M.P. 45.  56.2 FEET SOUTHEAST OF CENTERLINE
 FJ0157'OF COUNTY ROAD AT RAILROAD CROSSING.  48 FEET EAST OF CENTERLINE
 FJ0157'OF O.C.A.A. RY., 29.2 FEET SOUTH OF CENTERLINE OF COUNTY ROAD,
 FJ0157'2.3 FEET SOUTHWEST OF NORTHEAST FENCE CORNER, 2.1 FEET SOUTH
 FJ0157'OF FENCE RUNNING EAST-WEST, 1.5 FEET WEST OF FENCE PARALLELING
 FJ0157'RAILROAD, A STANDARD DISK SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0104 ***********************************************************************
 FJ0104  DESIGNATION -  E 149
 FJ0104  PID         -  FJ0104
 FJ0104  STATE/COUNTY-  OK/SEMINOLE
 FJ0104  COUNTRY     -  US
 FJ0104  USGS QUAD   -  SEMINOLE (2018)
 FJ0104
 FJ0104                         *CURRENT SURVEY CONTROL
 FJ0104  ______________________________________________________________________
 FJ0104* NAD 83(1986) POSITION- 35 14 18.     (N) 096 43 05.     (W)   SCALED
 FJ0104* NAVD 88 ORTHO HEIGHT -   269.088 (meters)      882.83  (feet) ADJUSTED
 FJ0104  ______________________________________________________________________
 FJ0104  GEOID HEIGHT    -        -27.291 (meters)                     GEOID18
 FJ0104  DYNAMIC HEIGHT  -        268.831 (meters)      881.99  (feet) COMP
 FJ0104  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 FJ0104
 FJ0104  VERT ORDER      -  SECOND    CLASS 0
 FJ0104
 FJ0104.The horizontal coordinates were scaled from a map and have
 FJ0104.an estimated accuracy of +/- 6 seconds.
 FJ0104
 FJ0104.The orthometric height was determined by differential leveling and
 FJ0104.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0104.in June 1991.
 FJ0104
 FJ0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0104.GEOID18 height accuracy estimate available here.
 FJ0104
 FJ0104.Click photographs - Photos may exist for this station.
 FJ0104
 FJ0104.The dynamic height is computed by dividing the NAVD 88
 FJ0104.geopotential number by the normal gravity value computed on the
 FJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0104.degrees latitude (g = 980.6199 gals.).
 FJ0104
 FJ0104.The modeled gravity was interpolated from observed gravity values.
 FJ0104
 FJ0104;                    North         East    Units  Estimated Accuracy
 FJ0104;SPC OK S     -   212,060.      716,680.      MT  (+/- 180 meters Scaled)
 FJ0104
 FJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE076018(NAD 83)
 FJ0104
 FJ0104                          SUPERSEDED SURVEY CONTROL
 FJ0104
 FJ0104  NGVD 29 (??/??/92)  268.994  (m)          882.52   (f) ADJ UNCH    2 0
 FJ0104
 FJ0104.Superseded values are not recommended for survey control.
 FJ0104
 FJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0104.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0104
 FJ0104_MARKER: DB = BENCH MARK DISK
 FJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0104_STAMPING: E 149 1934
 FJ0104_MARK LOGO: CGS
 FJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0104+STABILITY: SURFACE MOTION
 FJ0104
 FJ0104  HISTORY     - Date     Condition        Report By
 FJ0104  HISTORY     - 1934     MONUMENTED       CGS
 FJ0104  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0104
 FJ0104                          STATION DESCRIPTION
 FJ0104
 FJ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0104'3.2 MI NW FROM SEMINOLE.
 FJ0104'3.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0104'RAILWAY FROM THE STATION AT SEMINOLE, SEMINOLE COUNTY, 150 FEET
 FJ0104'SOUTH OF THE SIDING MARKER AT BARNSDALE, 300 FEET SOUTHEAST
 FJ0104'OF POLE 434+15, 34.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FJ0104'TRACK, 12 FEET NORTHEAST OF A ROW OF POLES, 3.6 FEET SOUTHEAST OF
 FJ0104'A POLE, AND 2.1 FEET NORTHEAST OF A FENCE PARALLELING THE TRACK.
 FJ0104'A STANDARD DISK, STAMPED E 149 1934 AND SET IN THE TOP OF A
 FJ0104'CONCRETE POST.
 FJ0104
 FJ0104                          STATION RECOVERY (1964)
 FJ0104
 FJ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0032 ***********************************************************************
 DN0032  DESIGNATION -  E 15
 DN0032  PID         -  DN0032
 DN0032  STATE/COUNTY-  OK/BRYAN
 DN0032  COUNTRY     -  US
 DN0032  USGS QUAD   -  DURANT SOUTH (2018)
 DN0032
 DN0032                         *CURRENT SURVEY CONTROL
 DN0032  ______________________________________________________________________
 DN0032* NAD 83(1986) POSITION- 33 56 18.     (N) 096 25 09.     (W)   SCALED
 DN0032* NAVD 88 ORTHO HEIGHT -   211.117 (meters)      692.64  (feet) ADJUSTED
 DN0032  ______________________________________________________________________
 DN0032  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 DN0032  DYNAMIC HEIGHT  -        210.895 (meters)      691.91  (feet) COMP
 DN0032  MODELED GRAVITY -    979,579.6   (mgal)                       NAVD 88
 DN0032
 DN0032  VERT ORDER      -  FIRST     CLASS II
 DN0032
 DN0032.The horizontal coordinates were scaled from a map and have
 DN0032.an estimated accuracy of +/- 6 seconds.
 DN0032
 DN0032.The orthometric height was determined by differential leveling and
 DN0032.adjusted by the NATIONAL GEODETIC SURVEY
 DN0032.in June 1991.
 DN0032
 DN0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0032.GEOID18 height accuracy estimate available here.
 DN0032
 DN0032.Click photographs - Photos may exist for this station.
 DN0032
 DN0032.The dynamic height is computed by dividing the NAVD 88
 DN0032.geopotential number by the normal gravity value computed on the
 DN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0032.degrees latitude (g = 980.6199 gals.).
 DN0032
 DN0032.The modeled gravity was interpolated from observed gravity values.
 DN0032
 DN0032;                    North         East    Units  Estimated Accuracy
 DN0032;SPC OK S     -    68,250.      746,140.      MT  (+/- 180 meters Scaled)
 DN0032
 DN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC385583(NAD 83)
 DN0032
 DN0032                          SUPERSEDED SURVEY CONTROL
 DN0032
 DN0032  NGVD 29 (??/??/92)  211.040  (m)          692.39   (f) ADJ UNCH    1 2
 DN0032
 DN0032.Superseded values are not recommended for survey control.
 DN0032
 DN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0032.See file dsdata.pdf to determine how the superseded data were derived.
 DN0032
 DN0032_MARKER: DB = BENCH MARK DISK
 DN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0032_STAMPING: E 15 1933 692.387
 DN0032_MARK LOGO: CGS
 DN0032_PROJECTION: PROJECTING 5 CENTIMETERS
 DN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0032+STABILITY: SURFACE MOTION
 DN0032
 DN0032  HISTORY     - Date     Condition        Report By
 DN0032  HISTORY     - 1933     MONUMENTED       CGS
 DN0032  HISTORY     - 1951     MARK NOT FOUND   USGS
 DN0032  HISTORY     - 1986     GOOD             NGS
 DN0032
 DN0032                          STATION DESCRIPTION
 DN0032
 DN0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0032'0.6 MI N FROM CALERA.
 DN0032'0.60 MILE NORTH OF CALERA ON THE M-K-T RAILROAD, ABOUT 700 FEET NORTH
 DN0032'OF MILE POLE 646, ABOUT 230 FEET NORTH OF RAILROAD CROSSING, AND ABOUT
 DN0032'250 FEET SOUTH OF SWITCH POINT.  SET IN LINE WITH TELEGRAPH POLES.
 DN0032
 DN0032                          STATION RECOVERY (1951)
 DN0032
 DN0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 DN0032'MARK NOT FOUND.
 DN0032
 DN0032                          STATION RECOVERY (1986)
 DN0032
 DN0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0032'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.0 KM (4.35
 DN0032'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE AND U.S.
 DN0032'HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, 92.0 M
 DN0032'(301.8 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 DN0032'THE HIGHWAY, 76.2 M (250.0 FT) NORTHEAST OF THE CENTER OF A GRAVELED
 DN0032'ROAD, 17.4 M (57.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI
 DN0032'KANSAS TEXAS RAILROAD, 13.3 M (43.6 FT) NORTHEAST OF A UTILITY POLE,
 DN0032'AND 6.0 M (19.7 FT) NORTHWEST OF A DIRT DRIVEWAY LEADING NORTHEAST.
 DN0032'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 DN0032'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0248 ***********************************************************************
 GK0248  DESIGNATION -  E 15
 GK0248  PID         -  GK0248
 GK0248  STATE/COUNTY-  OK/TEXAS
 GK0248  COUNTRY     -  US
 GK0248  USGS QUAD   -  OPTIMA (2018)
 GK0248
 GK0248                         *CURRENT SURVEY CONTROL
 GK0248  ______________________________________________________________________
 GK0248* NAD 83(1986) POSITION- 36 49 35.     (N) 101 15 35.     (W)   SCALED
 GK0248* NAVD 88 ORTHO HEIGHT -   917.254 (meters)     3009.36  (feet) ADJUSTED
 GK0248  ______________________________________________________________________
 GK0248  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 GK0248  DYNAMIC HEIGHT  -        916.324 (meters)     3006.31  (feet) COMP
 GK0248  MODELED GRAVITY -    979,586.6   (mgal)                       NAVD 88
 GK0248
 GK0248  VERT ORDER      -  FIRST     CLASS II
 GK0248
 GK0248.The horizontal coordinates were scaled from a map and have
 GK0248.an estimated accuracy of +/- 6 seconds.
 GK0248
 GK0248.The orthometric height was determined by differential leveling and
 GK0248.adjusted by the NATIONAL GEODETIC SURVEY
 GK0248.in June 1991.
 GK0248
 GK0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0248.GEOID18 height accuracy estimate available here.
 GK0248
 GK0248.Click photographs - Photos may exist for this station.
 GK0248
 GK0248.The dynamic height is computed by dividing the NAVD 88
 GK0248.geopotential number by the normal gravity value computed on the
 GK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0248.degrees latitude (g = 980.6199 gals.).
 GK0248
 GK0248.The modeled gravity was interpolated from observed gravity values.
 GK0248
 GK0248;                    North         East    Units  Estimated Accuracy
 GK0248;SPC OK N     -   207,530.      309,240.      MT  (+/- 180 meters Scaled)
 GK0248
 GK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF984779(NAD 83)
 GK0248
 GK0248                          SUPERSEDED SURVEY CONTROL
 GK0248
 GK0248  NGVD 29 (??/??/92)  916.835  (m)         3007.98   (f) ADJ UNCH    1 2
 GK0248
 GK0248.Superseded values are not recommended for survey control.
 GK0248
 GK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0248.See file dsdata.pdf to determine how the superseded data were derived.
 GK0248
 GK0248_MARKER: DB = BENCH MARK DISK
 GK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0248_STAMPING: E 15 1933
 GK0248_MARK LOGO: CGS
 GK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0248+STABILITY: SURFACE MOTION
 GK0248
 GK0248  HISTORY     - Date     Condition        Report By
 GK0248  HISTORY     - 1933     MONUMENTED       CGS
 GK0248  HISTORY     - 1963     GOOD
 GK0248
 GK0248                          STATION DESCRIPTION
 GK0248
 GK0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0248'3.5 MI SW FROM HOOKER.
 GK0248'3.5 MILES SOUTHWEST OF HOOKE DEPOT ALONG THE ROCK ISLAND RAIL ROAD AT
 GK0248'ROAD CROSSING, 32 POLES SOUTH WEST OF MILE POLE 457.  SET IN CONCRETE
 GK0248'POST 48 FT. NORTH WEST OF CENTERLINE OF TRACK 30 FT. NORTH EAST OF
 GK0248'CENTERLINE OF CROSSROAD AND 3 FT. NORTH WEST OF POLE.
 GK0248
 GK0248                          STATION RECOVERY (1963)
 GK0248
 GK0248'RECOVERED 1963
 GK0248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0292 ***********************************************************************
 EL0292  DESIGNATION -  E 150
 EL0292  PID         -  EL0292
 EL0292  STATE/COUNTY-  OK/PONTOTOC
 EL0292  COUNTRY     -  US
 EL0292  USGS QUAD   -  ADA (2018)
 EL0292
 EL0292                         *CURRENT SURVEY CONTROL
 EL0292  ______________________________________________________________________
 EL0292* NAD 83(1986) POSITION- 34 49 31.     (N) 096 41 36.     (W)   SCALED
 EL0292* NAVD 88 ORTHO HEIGHT -   287.090 (meters)      941.89  (feet) ADJUSTED
 EL0292  ______________________________________________________________________
 EL0292  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 EL0292  DYNAMIC HEIGHT  -        286.810 (meters)      940.98  (feet) COMP
 EL0292  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 EL0292
 EL0292  VERT ORDER      -  SECOND    CLASS 0
 EL0292
 EL0292.The horizontal coordinates were scaled from a map and have
 EL0292.an estimated accuracy of +/- 6 seconds.
 EL0292
 EL0292.The orthometric height was determined by differential leveling and
 EL0292.adjusted by the NATIONAL GEODETIC SURVEY
 EL0292.in June 1991.
 EL0292
 EL0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0292.GEOID18 height accuracy estimate available here.
 EL0292
 EL0292.Click photographs - Photos may exist for this station.
 EL0292
 EL0292.The dynamic height is computed by dividing the NAVD 88
 EL0292.geopotential number by the normal gravity value computed on the
 EL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0292.degrees latitude (g = 980.6199 gals.).
 EL0292
 EL0292.The modeled gravity was interpolated from observed gravity values.
 EL0292
 EL0292;                    North         East    Units  Estimated Accuracy
 EL0292;SPC OK S     -   166,270.      719,530.      MT  (+/- 180 meters Scaled)
 EL0292
 EL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD109560(NAD 83)
 EL0292
 EL0292                          SUPERSEDED SURVEY CONTROL
 EL0292
 EL0292  NGVD 29 (??/??/92)  286.995  (m)          941.58   (f) ADJ UNCH    2 0
 EL0292
 EL0292.Superseded values are not recommended for survey control.
 EL0292
 EL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0292.See file dsdata.pdf to determine how the superseded data were derived.
 EL0292
 EL0292_MARKER: DB = BENCH MARK DISK
 EL0292_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0292_STAMPING: E 150 1934
 EL0292_MARK LOGO: CGS
 EL0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0292
 EL0292  HISTORY     - Date     Condition        Report By
 EL0292  HISTORY     - 1934     MONUMENTED       CGS
 EL0292
 EL0292                          STATION DESCRIPTION
 EL0292
 EL0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0292'4 MI N FROM ADA.
 EL0292'4.0 MILES NORTH OF, ALONG OKLA. CITY ADA, ATOKA RY. FROM SIDING.
 EL0292'ABOUT 125 FEET SOUTH OF M.P. 81, 76.5 FEET SOUTHWEST OF CENTERLINE
 EL0292'OF FARM ROAD AT RAILROAD CROSSING, 16.6 FEET SOUTHEAST OF SOUTH
 EL0292'END OF WOODEN GATE, 2.9 FEET SOUTHEAST OF NORTHWEST FENCE CORNER,
 EL0292'1.9 FEET SOUTH OF FENCE RUNNING EAST-WEST, 1.6 FEET EAST OF
 EL0292'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0095 ***********************************************************************
 EM0095  DESIGNATION -  E 151
 EM0095  PID         -  EM0095
 EM0095  STATE/COUNTY-  OK/TILLMAN
 EM0095  COUNTRY     -  US
 EM0095  USGS QUAD   -  HOLLISTER (2018)
 EM0095
 EM0095                         *CURRENT SURVEY CONTROL
 EM0095  ______________________________________________________________________
 EM0095* NAD 83(1986) POSITION- 34 20 32.     (N) 098 52 17.     (W)   SCALED
 EM0095* NAVD 88 ORTHO HEIGHT -   344.882 (meters)     1131.50  (feet) ADJUSTED
 EM0095  ______________________________________________________________________
 EM0095  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 EM0095  DYNAMIC HEIGHT  -        344.509 (meters)     1130.28  (feet) COMP
 EM0095  MODELED GRAVITY -    979,544.8   (mgal)                       NAVD 88
 EM0095
 EM0095  VERT ORDER      -  SECOND    CLASS 0
 EM0095
 EM0095.The horizontal coordinates were scaled from a map and have
 EM0095.an estimated accuracy of +/- 6 seconds.
 EM0095
 EM0095.The orthometric height was determined by differential leveling and
 EM0095.adjusted by the NATIONAL GEODETIC SURVEY
 EM0095.in June 1991.
 EM0095
 EM0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0095.GEOID18 height accuracy estimate available here.
 EM0095
 EM0095.Click photographs - Photos may exist for this station.
 EM0095
 EM0095.The dynamic height is computed by dividing the NAVD 88
 EM0095.geopotential number by the normal gravity value computed on the
 EM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0095.degrees latitude (g = 980.6199 gals.).
 EM0095
 EM0095.The modeled gravity was interpolated from observed gravity values.
 EM0095
 EM0095;                    North         East    Units  Estimated Accuracy
 EM0095;SPC OK S     -   112,260.      519,830.      MT  (+/- 180 meters Scaled)
 EM0095
 EM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND118001(NAD 83)
 EM0095
 EM0095                          SUPERSEDED SURVEY CONTROL
 EM0095
 EM0095  NGVD 29 (??/??/92)  344.756  (m)         1131.09   (f) ADJ UNCH    2 0
 EM0095
 EM0095.Superseded values are not recommended for survey control.
 EM0095
 EM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0095.See file dsdata.pdf to determine how the superseded data were derived.
 EM0095
 EM0095_MARKER: DB = BENCH MARK DISK
 EM0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0095_SP_SET: BUILDING WALL
 EM0095_STAMPING: E 151 1934
 EM0095_MARK LOGO: CGS
 EM0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0095
 EM0095  HISTORY     - Date     Condition        Report By
 EM0095  HISTORY     - 1934     MONUMENTED       CGS
 EM0095  HISTORY     - 1968     GOOD             CGS
 EM0095
 EM0095                          STATION DESCRIPTION
 EM0095
 EM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0095'IN HOLLISTER.
 EM0095'VERTICAL BRONZE TABLET IN FRONT WALL OF HOLLISTER SCHOOL.  67.6 FEET
 EM0095'SOUTH OF NORTHEAST CORNER OF BUILDING.  67 FEET WEST OF FLAG POLE.  6
 EM0095'FEET NORTH OF FRONT ENTRANCE.  4.2 FEET ABOVE GROUND.  0.7 FEET SOUTH
 EM0095'OF BASE OF COLUMN, ON NORTH SIDE OF MAIN ENTRANCE.
 EM0095
 EM0095                          STATION RECOVERY (1968)
 EM0095
 EM0095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EM0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0096 ***********************************************************************
 EM0096  DESIGNATION -  E 151 RESET
 EM0096  PID         -  EM0096
 EM0096  STATE/COUNTY-  OK/TILLMAN
 EM0096  COUNTRY     -  US
 EM0096  USGS QUAD   -  HOLLISTER (2018)
 EM0096
 EM0096                         *CURRENT SURVEY CONTROL
 EM0096  ______________________________________________________________________
 EM0096* NAD 83(1986) POSITION- 34 20 32.     (N) 098 52 17.     (W)   SCALED
 EM0096* NAVD 88 ORTHO HEIGHT -   343.15  (meters)     1125.8   (feet) RESET
 EM0096  ______________________________________________________________________
 EM0096  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 EM0096  VERT ORDER      -  THIRD
 EM0096
 EM0096.The horizontal coordinates were scaled from a map and have
 EM0096.an estimated accuracy of +/- 6 seconds.
 EM0096
 EM0096.The orthometric height was computed from unverified reset data.
 EM0096
 EM0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0096.GEOID18 height accuracy estimate available here.
 EM0096
 EM0096.Click photographs - Photos may exist for this station.
 EM0096
 EM0096;                    North         East    Units  Estimated Accuracy
 EM0096;SPC OK S     -   112,260.      519,830.      MT  (+/- 180 meters Scaled)
 EM0096
 EM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND118001(NAD 83)
 EM0096
 EM0096                          SUPERSEDED SURVEY CONTROL
 EM0096
 EM0096.No superseded survey control is available for this station.
 EM0096
 EM0096_MARKER: DB = BENCH MARK DISK
 EM0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0096_STAMPING: E 151 RESET 1968
 EM0096_MARK LOGO: CGS
 EM0096_PROJECTION: FLUSH
 EM0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0096+STABILITY: SURFACE MOTION
 EM0096
 EM0096  HISTORY     - Date     Condition        Report By
 EM0096  HISTORY     - 1968     MONUMENTED       CGS
 EM0096
 EM0096                          STATION DESCRIPTION
 EM0096
 EM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EM0096'IN HOLLISTER.
 EM0096'ABOUT 0.15 MILE WEST FROM THE POST OFFICE IN HOLLISTER, THENCE 0.1
 EM0096'MILE NORTH TO SITE OF BENCH MARK, IN THE NORTHEAST ANGLE OF A STREET
 EM0096'JUNCTION, 47 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST STREET, 41
 EM0096'FEET EAST OF THE NORTH-SOUTH STREET CENTERLINE, 10 FEET EAST OF A
 EM0096'POWER LINE POLE, AND 1 FOOT WEST OF A METAL WITNESS POST.  A C AND GS
 EM0096'BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE
 EM0096'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0055 ***********************************************************************
 EM0055  DESIGNATION -  E 152
 EM0055  PID         -  EM0055
 EM0055  STATE/COUNTY-  OK/COTTON
 EM0055  COUNTRY     -  US
 EM0055  USGS QUAD   -  HOOPER (2019)
 EM0055
 EM0055                         *CURRENT SURVEY CONTROL
 EM0055  ______________________________________________________________________
 EM0055* NAD 83(1986) POSITION- 34 13 55.     (N) 098 08 16.     (W)   SCALED
 EM0055* NAVD 88 ORTHO HEIGHT -   312.097 (meters)     1023.94  (feet) POSTED
 EM0055  ______________________________________________________________________
 EM0055  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 EM0055  DYNAMIC HEIGHT  -        311.79  (meters)     1022.9   (feet) COMP
 EM0055  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 EM0055
 EM0055  VERT ORDER      -  * POSTED, SEE BELOW
 EM0055
 EM0055.The horizontal coordinates were scaled from a map and have
 EM0055.an estimated accuracy of +/- 6 seconds.
 EM0055
 EM0055.The orthometric height was determined by differential leveling
 EM0055.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0055
 EM0055.* This is a POSTED BENCH MARK height.
 EM0055
 EM0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0055.GEOID18 height accuracy estimate available here.
 EM0055
 EM0055.Click photographs - Photos may exist for this station.
 EM0055
 EM0055.The dynamic height is computed by dividing the NAVD 88
 EM0055.geopotential number by the normal gravity value computed on the
 EM0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0055.degrees latitude (g = 980.6199 gals.).
 EM0055
 EM0055.The modeled gravity was interpolated from observed gravity values.
 EM0055
 EM0055;                    North         East    Units  Estimated Accuracy
 EM0055;SPC OK S     -    99,690.      587,310.      MT  (+/- 180 meters Scaled)
 EM0055
 EM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC794882(NAD 83)
 EM0055
 EM0055                          SUPERSEDED SURVEY CONTROL
 EM0055
 EM0055  NGVD 29 (??/??/92)  312.020  (m)         1023.69   (f) ADJ UNCH    2 0
 EM0055
 EM0055.Superseded values are not recommended for survey control.
 EM0055
 EM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0055.See file dsdata.pdf to determine how the superseded data were derived.
 EM0055
 EM0055_MARKER: DB = BENCH MARK DISK
 EM0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0055_STAMPING: E 152 1934
 EM0055_MARK LOGO: CGS
 EM0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0055
 EM0055  HISTORY     - Date     Condition        Report By
 EM0055  HISTORY     - 1934     MONUMENTED       CGS
 EM0055  HISTORY     - 1963     GOOD             CGS
 EM0055
 EM0055                          STATION DESCRIPTION
 EM0055
 EM0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0055'2.5 MI NW FROM HASTINGS.
 EM0055'2.5 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY, FROM STATION.  ON A
 EM0055'LINE BETWEEN TWO FARM HOUSES.  380 FEET NORTHWEST OF THE CROSSING OF
 EM0055'STATE HIGHWAY 32.  102 FEET NORTHEAST OF CONCRETE HEADWALL OF HIGHWAY
 EM0055'CULVERT.  62 FEET WEST OF CENTER OF A SECTION ROAD CROSSING.  12 FEET
 EM0055'NORTHEAST OF RIGHT OF WAY FENCE CORNER.  TABLET SET IN PRECAST
 EM0055'CONCRETE POST.
 EM0055
 EM0055                          STATION RECOVERY (1963)
 EM0055
 EM0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0132 ***********************************************************************
 EM0132  DESIGNATION -  E 153
 EM0132  PID         -  EM0132
 EM0132  STATE/COUNTY-  OK/COTTON
 EM0132  COUNTRY     -  US
 EM0132  USGS QUAD   -  WHITES LAKE (2018)
 EM0132
 EM0132                         *CURRENT SURVEY CONTROL
 EM0132  ______________________________________________________________________
 EM0132* NAD 83(1986) POSITION- 34 21 44.92   (N) 098 30 18.25   (W)   HD_HELD1
 EM0132* NAVD 88 ORTHO HEIGHT -   325.382 (meters)     1067.52  (feet) ADJUSTED
 EM0132  ______________________________________________________________________
 EM0132  GEOID HEIGHT    -        -26.147 (meters)                     GEOID18
 EM0132  DYNAMIC HEIGHT  -        325.047 (meters)     1066.43  (feet) COMP
 EM0132  MODELED GRAVITY -    979,597.4   (mgal)                       NAVD 88
 EM0132
 EM0132  VERT ORDER      -  SECOND    CLASS 0
 EM0132
 EM0132.The horizontal coordinates were determined by differentially corrected
 EM0132.hand held GPS observations or other comparable positioning techniques
 EM0132.and have an estimated accuracy of +/- 3 meters.
 EM0132
 EM0132.The orthometric height was determined by differential leveling and
 EM0132.adjusted by the NATIONAL GEODETIC SURVEY
 EM0132.in June 1991.
 EM0132
 EM0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0132.GEOID18 height accuracy estimate available here.
 EM0132
 EM0132.Click photographs - Photos may exist for this station.
 EM0132
 EM0132.The dynamic height is computed by dividing the NAVD 88
 EM0132.geopotential number by the normal gravity value computed on the
 EM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0132.degrees latitude (g = 980.6199 gals.).
 EM0132
 EM0132.The modeled gravity was interpolated from observed gravity values.
 EM0132
 EM0132;                    North         East    Units  Estimated Accuracy
 EM0132;SPC OK S     -   114,272.1     553,541.2     MT  (+/- 3 meters HH1 GPS) 
 EM0132
 EM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4551002458(NAD 83)
 EM0132
 EM0132                          SUPERSEDED SURVEY CONTROL
 EM0132
 EM0132  NGVD 29 (??/??/92)  325.297  (m)         1067.25   (f) ADJ UNCH    2 0
 EM0132
 EM0132.Superseded values are not recommended for survey control.
 EM0132
 EM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0132.See file dsdata.pdf to determine how the superseded data were derived.
 EM0132
 EM0132_MARKER: DB = BENCH MARK DISK
 EM0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0132_SP_SET: CULVERT
 EM0132_STAMPING: E 153 1934
 EM0132_MARK LOGO: CGS
 EM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0132+STABILITY: SURFACE MOTION
 EM0132
 EM0132  HISTORY     - Date     Condition        Report By
 EM0132  HISTORY     - 1934     MONUMENTED       CGS
 EM0132  HISTORY     - 1963     GOOD             CGS
 EM0132
 EM0132                          STATION DESCRIPTION
 EM0132
 EM0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0132'11.7 MI W FROM WALTERS.
 EM0132'11.7 MILES WEST OF WALTERS WATER TANK, ALONG U.S. HWY BRONZE TABLET IN
 EM0132'WEST WINGWALL OF CULVERT FOR CROSS ROAD.  SOUTHWEST CORNER OF
 EM0132'INTERSECTION.  51 FEET SOUTH OF CENTERLINE OF U.S. HWY. 70.  15.5 FEET
 EM0132'WEST OF CENTERLINE OF CROSS SECTION ROAD.  9 FEET EAST OF NORTHEAST
 EM0132'FENCE CORNER.
 EM0132
 EM0132                          STATION RECOVERY (1963)
 EM0132
 EM0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0512 ***********************************************************************
 EL0512  DESIGNATION -  E 155
 EL0512  PID         -  EL0512
 EL0512  STATE/COUNTY-  OK/STEPHENS
 EL0512  COUNTRY     -  US
 EL0512  USGS QUAD   -  HARRISBURG (2018)
 EL0512
 EL0512                         *CURRENT SURVEY CONTROL
 EL0512  ______________________________________________________________________
 EL0512* NAD 83(1986) POSITION- 34 29 34.     (N) 097 47 47.     (W)   SCALED
 EL0512* NAVD 88 ORTHO HEIGHT -   335.981 (meters)     1102.30  (feet) ADJUSTED
 EL0512  ______________________________________________________________________
 EL0512  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 EL0512  DYNAMIC HEIGHT  -        335.634 (meters)     1101.16  (feet) COMP
 EL0512  MODELED GRAVITY -    979,594.3   (mgal)                       NAVD 88
 EL0512
 EL0512  VERT ORDER      -  SECOND    CLASS 0
 EL0512
 EL0512.The horizontal coordinates were scaled from a map and have
 EL0512.an estimated accuracy of +/- 6 seconds.
 EL0512
 EL0512.The orthometric height was determined by differential leveling and
 EL0512.adjusted by the NATIONAL GEODETIC SURVEY
 EL0512.in June 1991.
 EL0512
 EL0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0512.GEOID18 height accuracy estimate available here.
 EL0512
 EL0512.Click photographs - Photos may exist for this station.
 EL0512
 EL0512.The dynamic height is computed by dividing the NAVD 88
 EL0512.geopotential number by the normal gravity value computed on the
 EL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0512.degrees latitude (g = 980.6199 gals.).
 EL0512
 EL0512.The modeled gravity was interpolated from observed gravity values.
 EL0512
 EL0512;                    North         East    Units  Estimated Accuracy
 EL0512;SPC OK S     -   128,630.      618,700.      MT  (+/- 180 meters Scaled)
 EL0512
 EL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD105174(NAD 83)
 EL0512
 EL0512                          SUPERSEDED SURVEY CONTROL
 EL0512
 EL0512  NGVD 29 (??/??/92)  335.893  (m)         1102.01   (f) ADJ UNCH    2 0
 EL0512
 EL0512.Superseded values are not recommended for survey control.
 EL0512
 EL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0512.See file dsdata.pdf to determine how the superseded data were derived.
 EL0512
 EL0512_MARKER: DB = BENCH MARK DISK
 EL0512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0512_STAMPING: E 155 1934
 EL0512_MARK LOGO: CGS
 EL0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0512
 EL0512  HISTORY     - Date     Condition        Report By
 EL0512  HISTORY     - 1934     MONUMENTED       CGS
 EL0512
 EL0512                          STATION DESCRIPTION
 EL0512
 EL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0512'9.5 MI E FROM DUNCAN.
 EL0512'9.5 MILES EAST OF, ALONG ST. HWY 22, FROM POST OFFICE OPPOSITE
 EL0512'LANE TO SMALL FRAME HOUSE ON HILL TOP, ABOUT 0.8 MILE WEST OF
 EL0512'ROAD FORK AND SERVICE STATIONS ON EITHER SIDE OF HIGHWAY, ABOUT
 EL0512'0.3 MILE EAST OF SMALL CREEK, ABOUT 0.2 MILE WEST OF SUMMIT OF
 EL0512'HILL, 42.5 FEET NORTH OF CENTERLINE OF ST. HWY. 22, 5.4 FEET
 EL0512'WEST OF TELEPHONE POLE, 1.4 FEET SOUTH OF FENCE.  TABLET SET
 EL0512'IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0302 ***********************************************************************
 EL0302  DESIGNATION -  E 156
 EL0302  PID         -  EL0302
 EL0302  STATE/COUNTY-  OK/MURRAY
 EL0302  COUNTRY     -  US
 EL0302  USGS QUAD   -  JOY (2018)
 EL0302
 EL0302                         *CURRENT SURVEY CONTROL
 EL0302  ______________________________________________________________________
 EL0302* NAD 83(1986) POSITION- 34 30 21.     (N) 097 08 46.     (W)   SCALED
 EL0302* NAVD 88 ORTHO HEIGHT -   243.445 (meters)      798.70  (feet) ADJUSTED
 EL0302  ______________________________________________________________________
 EL0302  GEOID HEIGHT    -        -25.268 (meters)                     GEOID18
 EL0302  DYNAMIC HEIGHT  -        243.206 (meters)      797.92  (feet) COMP
 EL0302  MODELED GRAVITY -    979,648.2   (mgal)                       NAVD 88
 EL0302
 EL0302  VERT ORDER      -  SECOND    CLASS 0
 EL0302
 EL0302.The horizontal coordinates were scaled from a map and have
 EL0302.an estimated accuracy of +/- 6 seconds.
 EL0302
 EL0302.The orthometric height was determined by differential leveling and
 EL0302.adjusted by the NATIONAL GEODETIC SURVEY
 EL0302.in June 1991.
 EL0302
 EL0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0302.GEOID18 height accuracy estimate available here.
 EL0302
 EL0302.Click photographs - Photos may exist for this station.
 EL0302
 EL0302.The dynamic height is computed by dividing the NAVD 88
 EL0302.geopotential number by the normal gravity value computed on the
 EL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0302.degrees latitude (g = 980.6199 gals.).
 EL0302
 EL0302.The modeled gravity was interpolated from observed gravity values.
 EL0302
 EL0302;                    North         East    Units  Estimated Accuracy
 EL0302;SPC OK S     -   130,390.      678,410.      MT  (+/- 180 meters Scaled)
 EL0302
 EL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD701198(NAD 83)
 EL0302
 EL0302                          SUPERSEDED SURVEY CONTROL
 EL0302
 EL0302  NGVD 29 (??/??/92)  243.380  (m)          798.49   (f) ADJ UNCH    2 0
 EL0302
 EL0302.Superseded values are not recommended for survey control.
 EL0302
 EL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0302.See file dsdata.pdf to determine how the superseded data were derived.
 EL0302
 EL0302_MARKER: DB = BENCH MARK DISK
 EL0302_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0302_STAMPING: E 156 1934
 EL0302_MARK LOGO: CGS
 EL0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0302
 EL0302  HISTORY     - Date     Condition        Report By
 EL0302  HISTORY     - 1934     MONUMENTED       CGS
 EL0302  HISTORY     - 20210426 MARK NOT FOUND   OKDOT
 EL0302
 EL0302                          STATION DESCRIPTION
 EL0302
 EL0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0302'1.7 MI NW FROM DAVIS.
 EL0302'ABOUT 0.2 MILE NORTHWEST OF NEW STEEL HIGHWAY BRIDGE OVER WASHITA
 EL0302'RIVER, 115 FEET NORTHWEST OF SOUTHEAST END OF HIGHWAY GUARD RAIL,
 EL0302'37 FEET SOUTHWEST OF TELEPHONE POLE, 35 FEET NORTHEAST OF CENTERLINE
 EL0302'OF STATE HWY. 22, 34 FEET SOUTHEAST OF EAST END OF ABANDONED
 EL0302'STEEL ROAD BRIDGE, 22 FEET SOUTHWEST OF CENTERLINE OF OLD ROAD,
 EL0302'4 FEET BELOW LEVEL OF HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST
 EL0302
 EL0302                          STATION RECOVERY (2021)
 EL0302
 EL0302'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0184 ***********************************************************************
 EL0184  DESIGNATION -  E 157
 EL0184  PID         -  EL0184
 EL0184  STATE/COUNTY-  OK/JOHNSTON
 EL0184  COUNTRY     -  US
 EL0184  USGS QUAD   -  MILBURN (2018)
 EL0184
 EL0184                         *CURRENT SURVEY CONTROL
 EL0184  ______________________________________________________________________
 EL0184* NAD 83(1986) POSITION- 34 14 41.     (N) 096 31 18.     (W)   SCALED
 EL0184* NAVD 88 ORTHO HEIGHT -   211.027 (meters)      692.34  (feet) ADJUSTED
 EL0184  ______________________________________________________________________
 EL0184  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 EL0184  DYNAMIC HEIGHT  -        210.821 (meters)      691.67  (feet) COMP
 EL0184  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 EL0184
 EL0184  VERT ORDER      -  SECOND    CLASS 0
 EL0184
 EL0184.The horizontal coordinates were scaled from a map and have
 EL0184.an estimated accuracy of +/- 6 seconds.
 EL0184
 EL0184.The orthometric height was determined by differential leveling and
 EL0184.adjusted by the NATIONAL GEODETIC SURVEY
 EL0184.in June 1991.
 EL0184
 EL0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0184.GEOID18 height accuracy estimate available here.
 EL0184
 EL0184.Click photographs - Photos may exist for this station.
 EL0184
 EL0184.The dynamic height is computed by dividing the NAVD 88
 EL0184.geopotential number by the normal gravity value computed on the
 EL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0184.degrees latitude (g = 980.6199 gals.).
 EL0184
 EL0184.The modeled gravity was interpolated from observed gravity values.
 EL0184
 EL0184;                    North         East    Units  Estimated Accuracy
 EL0184;SPC OK S     -   102,090.      736,170.      MT  (+/- 180 meters Scaled)
 EL0184
 EL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC282920(NAD 83)
 EL0184
 EL0184                          SUPERSEDED SURVEY CONTROL
 EL0184
 EL0184  NGVD 29 (??/??/92)  210.979  (m)          692.19   (f) ADJ UNCH    2 0
 EL0184
 EL0184.Superseded values are not recommended for survey control.
 EL0184
 EL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0184.See file dsdata.pdf to determine how the superseded data were derived.
 EL0184
 EL0184_MARKER: DB = BENCH MARK DISK
 EL0184_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0184_STAMPING: E 157 1934
 EL0184_MARK LOGO: CGS
 EL0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0184
 EL0184  HISTORY     - Date     Condition        Report By
 EL0184  HISTORY     - 1934     MONUMENTED       CGS
 EL0184  HISTORY     - 20180628 MARK NOT FOUND   OKDOT
 EL0184
 EL0184                          STATION DESCRIPTION
 EL0184
 EL0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0184'1.8 MI NE FROM MILBURN.
 EL0184'1.8 MILES NORTHEAST OF, ALONG C.R.I. AND P.RY. FROM STATION, 74
 EL0184'FEET SOUTH OF CENTERLINE OF ROAD CROSSING, 68 FEET NORTHWEST OF
 EL0184'R/W FENCE, 67.5 FEET EAST OF M.P. 73-10, 30 FEET SOUTHEAST OF
 EL0184'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, 2.5
 EL0184'FEET EAST OF R/W CROSS FENCE.  TABLET SET IN PRECAST CONCRETE
 EL0184'POST
 EL0184
 EL0184                          STATION RECOVERY (2018)
 EL0184
 EL0184'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DMM)
 EL0184'MARK NOT FOUND.  A PIPELINE HAS BEEN BURIED IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0538 ***********************************************************************
 EK0538  CBN         -  This is a Cooperative Base Network Control Station.
 EK0538  DESIGNATION -  E 158
 EK0538  PID         -  EK0538
 EK0538  STATE/COUNTY-  OK/PUSHMATAHA
 EK0538  COUNTRY     -  US
 EK0538  USGS QUAD   -  DARWIN (2018)
 EK0538
 EK0538                         *CURRENT SURVEY CONTROL
 EK0538  ______________________________________________________________________
 EK0538* NAD 83(2011) POSITION- 34 14 51.77509(N) 095 46 44.09004(W)   ADJUSTED
 EK0538* NAD 83(2011) ELLIP HT-   161.078 (meters)        (06/27/12)   ADJUSTED
 EK0538* NAD 83(2011) EPOCH   -  2010.00
 EK0538* NAVD 88 ORTHO HEIGHT -   190.716 (meters)      625.71  (feet) ADJUSTED
 EK0538  ______________________________________________________________________
 EK0538  GEOID HEIGHT    -        -29.622 (meters)                     GEOID18
 EK0538  NAD 83(2011) X  -   -531,440.303 (meters)                     COMP
 EK0538  NAD 83(2011) Y  - -5,251,153.374 (meters)                     COMP
 EK0538  NAD 83(2011) Z  -  3,569,283.995 (meters)                     COMP
 EK0538  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 EK0538  DYNAMIC HEIGHT  -        190.510 (meters)      625.03  (feet) COMP
 EK0538  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 EK0538
 EK0538  VERT ORDER      -  SECOND    CLASS 0
 EK0538
 EK0538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0538  Standards:
 EK0538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0538  -------------------------------------------------------------------
 EK0538  NETWORK    2.19   4.82           0.93   0.86   2.46      0.06822425
 EK0538  -------------------------------------------------------------------
 EK0538  Click here for local accuracies and other accuracy information.
 EK0538
 EK0538.The horizontal coordinates were established by GPS observations
 EK0538.and adjusted by the National Geodetic Survey in June 2012.
 EK0538
 EK0538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0538.been affixed to the stable North American tectonic plate. See 
 EK0538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0538
 EK0538.The horizontal coordinates are valid at the epoch date displayed above
 EK0538.which is a decimal equivalence of Year/Month/Day.
 EK0538
 EK0538.The orthometric height was determined by differential leveling and
 EK0538.adjusted by the NATIONAL GEODETIC SURVEY
 EK0538.in June 1991.
 EK0538
 EK0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0538.GEOID18 height accuracy estimate available here.
 EK0538
 EK0538.Click photographs - Photos may exist for this station.
 EK0538
 EK0538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0538
 EK0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0538
 EK0538.The ellipsoidal height was determined by GPS observations
 EK0538.and is referenced to NAD 83.
 EK0538
 EK0538.The dynamic height is computed by dividing the NAVD 88
 EK0538.geopotential number by the normal gravity value computed on the
 EK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0538.degrees latitude (g = 980.6199 gals.).
 EK0538
 EK0538.The modeled gravity was interpolated from observed gravity values.
 EK0538
 EK0538. The following values were computed from the NAD 83(2011) position.
 EK0538
 EK0538;                    North         East     Units Scale Factor Converg.
 EK0538;SPC OK S     -   103,676.964   804,570.908   MT  0.99995308   +1 15 38.6
 EK0538;SPC OK S     -   340,146.84  2,639,663.05   sFT  0.99995308   +1 15 38.6
 EK0538;UTM  15      - 3,793,116.984   244,083.577   MT  1.00040739   -1 33 53.1
 EK0538
 EK0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0538!SPC OK S     -   0.99997471  x   0.99995308  =   0.99992780
 EK0538!UTM  15      -   0.99997471  x   1.00040739  =   1.00038209
 EK0538
 EK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4408393116(NAD 83)
 EK0538
 EK0538                          SUPERSEDED SURVEY CONTROL
 EK0538
 EK0538  NAD 83(2007)-  34 14 51.77513(N)    095 46 44.09084(W) AD(2002.00) 0
 EK0538  ELLIP H (02/10/07)  161.096  (m)                       GP(2002.00)    
 EK0538  ELLIP H (04/16/01)  161.090  (m)                       GP(       ) 4 2
 EK0538  NAD 83(1993)-  34 14 51.77483(N)    095 46 44.09069(W) AD(       ) B
 EK0538  ELLIP H (05/09/94)  161.163  (m)                       GP(       ) 4 2
 EK0538  NAVD 88             190.72   (m)          625.7    (f) LEVELING    3  
 EK0538  NGVD 29 (??/??/92)  190.630  (m)          625.43   (f) ADJ UNCH    2 0
 EK0538
 EK0538.Superseded values are not recommended for survey control.
 EK0538
 EK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0538.See file dsdata.pdf to determine how the superseded data were derived.
 EK0538
 EK0538_MARKER: DB = BENCH MARK DISK
 EK0538_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0538_STAMPING: E 158 1934
 EK0538_MARK LOGO: CGS
 EK0538_PROJECTION: PROJECTING 60 CENTIMETERS
 EK0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0538+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 EK0538
 EK0538  HISTORY     - Date     Condition        Report By
 EK0538  HISTORY     - 1934     MONUMENTED       CGS
 EK0538  HISTORY     - 19930504 GOOD             NGS
 EK0538  HISTORY     - 20010330 MARK NOT FOUND   OKDOT
 EK0538  HISTORY     - 20030326 MARK NOT FOUND   OKDOT
 EK0538
 EK0538                          STATION DESCRIPTION
 EK0538
 EK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0538'IN DARWIN.
 EK0538'180 FEET EAST OF COUNTY LINE, 120 FEET EAST OF CENTERLINE OF
 EK0538'CROSS SECTION ROAD, 45.6 FEET SOUTH OF CENTERLINE OF STATE
 EK0538'HWY. 19, 40.4 FEET NORTHEAST OF NORTHEAST CORNER OF DARWIN
 EK0538'POST OFFICE BUILDING, 2.8 FEET SOUTHWEST OF NORTHWEST FENCE
 EK0538'CORNER, 1.2 FEET WEST OF FENCE.  TABLET SET IN PRECAST CONCRETE
 EK0538'POST.
 EK0538
 EK0538                          STATION RECOVERY (1993)
 EK0538
 EK0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EK0538'THE STATION IS LOCATED ABOUT 36 KM (22.35 MI) SOUTHEAST OF ATOKA, 14
 EK0538'KM (8.70 MI) WEST OF ANTLERS, AT THE ATOKA-PUSHMATAHA COUNTY LINE IN
 EK0538'GRASS AND BRUSH NORTH OF A GROUP OF TREES IN THE SOUTHEAST QUADRANT
 EK0538'OF THE JUNCTION OF HIGHWAY 3 AND SOUTH PUSH COUNTY ROAD AND IN THE
 EK0538'HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EK0538'TRANSPORTATION.
 EK0538'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 271 (NORTHWEST C STREET)AND
 EK0538'STATE HIGHWAY 3 (WEST MAIN) IN ANTLERS, GO SOUTHWEST ON HIGHWAY 3 FOR
 EK0538'1.7 KM (1.05 MI) TO THE JUNCTION OF STATE HIGHWAY 2 ON THE RIGHT.
 EK0538'CONTINUE AHEAD, WEST, ON HIGHWAY 3 FOR 1.15 KM (0.70 MI) TO THE
 EK0538'OVERPASS AT THE JUNCTION OF THE INDIAN NATION TURNPIKE. CONTINUE
 EK0538'AHEAD, WEST, ON HIGHWAY 3 FOR 6.85 KM (4.25 MI) TO A PAVED CROSSROAD
 EK0538'(6 MILE ROAD NORTH) AND AN ELECTRIC SUBSTATION ON THE RIGHT. CONTINUE
 EK0538'AHEAD, WEST, ON HIGHWAY 3 FOR 1.8 KM (1.10 MI) TO A PAVED CROSSROAD
 EK0538'(MILLER ROAD).  CONTINUE AHEAD, WEST, ON HIGHWAY 3 FOR 3.3 KM
 EK0538'(2.05 MI) TO KM TO THE STATION ON THE LEFT JUST BEFORE A PAVED
 EK0538'CROSSROAD (SOUTH PUSH COUNTY ROAD) AND THE ATOKA COUNTY LINE.
 EK0538'THE STATION IS SET IN THE TOP OF A 10 CM SQUARE CONCRETE POST SET
 EK0538'FLUSH WITH THE GROUND.  IT IS 31.3 M (102.7 FT) EAST FROM THE CENTER
 EK0538'OF SOUTH PUSH COUNTY ROAD, 14.4 M (47.2 FT) EAST FROM THE NORTHEAST
 EK0538'CORNER OF A 1 M (3.3 FT) SQUARE CONCRETE FOUNDATION PROJECTING 60 CM,
 EK0538'12.6 M (41.3 FT) SOUTH FROM THE CENTER OF HIGHWAY 3, 1.1 M (3.6 FT)
 EK0538'NORTH FROM A FIBERGLASS WITNESS POST, AND AT THE NORTHEAST CORNER OF A
 EK0538'3.4 M (11.2 FT) X 2.4 M (7.9 FT) CONCRETE FOUNDATION WITH A STEEL
 EK0538'GRATE.
 EK0538'DESCRIBED BY D.G. AUG
 EK0538
 EK0538                          STATION RECOVERY (2001)
 EK0538
 EK0538'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2001 (LDR)
 EK0538'MARK NOT FOUND.
 EK0538
 EK0538                          STATION RECOVERY (2003)
 EK0538
 EK0538'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (BIW)
 EK0538'FOUND PIECES OF CONCRETE IN AREA AT LOCATION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0619 ***********************************************************************
 EK0619  DESIGNATION -  E 159
 EK0619  PID         -  EK0619
 EK0619  STATE/COUNTY-  OK/PITTSBURG
 EK0619  COUNTRY     -  US
 EK0619  USGS QUAD   -  KIOWA (2019)
 EK0619
 EK0619                         *CURRENT SURVEY CONTROL
 EK0619  ______________________________________________________________________
 EK0619* NAD 83(1986) POSITION- 34 41 43.     (N) 095 53 58.     (W)   SCALED
 EK0619* NAVD 88 ORTHO HEIGHT -   228.965 (meters)      751.20  (feet) ADJUSTED
 EK0619  ______________________________________________________________________
 EK0619  GEOID HEIGHT    -        -29.543 (meters)                     GEOID18
 EK0619  DYNAMIC HEIGHT  -        228.729 (meters)      750.42  (feet) COMP
 EK0619  MODELED GRAVITY -    979,602.2   (mgal)                       NAVD 88
 EK0619
 EK0619  VERT ORDER      -  SECOND    CLASS 0
 EK0619
 EK0619.The horizontal coordinates were scaled from a map and have
 EK0619.an estimated accuracy of +/- 6 seconds.
 EK0619
 EK0619.The orthometric height was determined by differential leveling and
 EK0619.adjusted by the NATIONAL GEODETIC SURVEY
 EK0619.in June 1991.
 EK0619
 EK0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0619.GEOID18 height accuracy estimate available here.
 EK0619
 EK0619.Click photographs - Photos may exist for this station.
 EK0619
 EK0619.The dynamic height is computed by dividing the NAVD 88
 EK0619.geopotential number by the normal gravity value computed on the
 EK0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0619.degrees latitude (g = 980.6199 gals.).
 EK0619
 EK0619.The modeled gravity was interpolated from observed gravity values.
 EK0619
 EK0619;                    North         East    Units  Estimated Accuracy
 EK0619;SPC OK S     -   153,070.      792,440.      MT  (+/- 180 meters Scaled)
 EK0619
 EK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU344430(NAD 83)
 EK0619
 EK0619                          SUPERSEDED SURVEY CONTROL
 EK0619
 EK0619  NGVD 29 (??/??/92)  228.858  (m)          750.85   (f) ADJ UNCH    2 0
 EK0619
 EK0619.Superseded values are not recommended for survey control.
 EK0619
 EK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0619.See file dsdata.pdf to determine how the superseded data were derived.
 EK0619
 EK0619_MARKER: DB = BENCH MARK DISK
 EK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0619_STAMPING: E 159 1934
 EK0619_MARK LOGO: CGS
 EK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0619+STABILITY: SURFACE MOTION
 EK0619
 EK0619  HISTORY     - Date     Condition        Report By
 EK0619  HISTORY     - 1934     MONUMENTED       CGS
 EK0619
 EK0619                          STATION DESCRIPTION
 EK0619
 EK0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0619'3.1 MI SW FROM PITTSBURG.
 EK0619'ABOUT 3.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0619'PACIFIC RAILWAY FROM THE STATION AT PITTSBURG, PITTSBURG COUNTY,
 EK0619'20.2 FEET NORTHWEST OF THE FIRST POLE NORTHEAST OF MILEPOST
 EK0619'21+5, AT A ROAD CROSSING, 39 FEET WEST OF THE CENTER LINE OF
 EK0619'THE ROAD, 48.2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 EK0619'8.7 FEET SOUTHEAST OF THE CENTER LINE OF A NARROW LANE
 EK0619'PARALLELING THE TRACK, AND 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 EK0619'FENCE.  A STANDARD DISK, STAMPED E 159 1934 AND SET IN THE TOP
 EK0619'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0598 ***********************************************************************
 EK0598  DESIGNATION -  E 16
 EK0598  PID         -  EK0598
 EK0598  STATE/COUNTY-  OK/PITTSBURG
 EK0598  COUNTRY     -  US
 EK0598  USGS QUAD   -  KIOWA (2019)
 EK0598
 EK0598                         *CURRENT SURVEY CONTROL
 EK0598  ______________________________________________________________________
 EK0598* NAD 83(1986) POSITION- 34 41 08.2    (N) 095 55 46.6    (W)   HD_HELD2
 EK0598* NAVD 88 ORTHO HEIGHT -   211.221 (meters)      692.98  (feet) ADJUSTED
 EK0598  ______________________________________________________________________
 EK0598  GEOID HEIGHT    -        -29.404 (meters)                     GEOID18
 EK0598  DYNAMIC HEIGHT  -        211.004 (meters)      692.27  (feet) COMP
 EK0598  MODELED GRAVITY -    979,605.8   (mgal)                       NAVD 88
 EK0598
 EK0598  VERT ORDER      -  FIRST     CLASS II
 EK0598
 EK0598.The horizontal coordinates were established by autonomous hand held GPS
 EK0598.observations and have an estimated accuracy of +/- 10 meters.
 EK0598
 EK0598.The orthometric height was determined by differential leveling and
 EK0598.adjusted by the NATIONAL GEODETIC SURVEY
 EK0598.in June 1991.
 EK0598
 EK0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0598.GEOID18 height accuracy estimate available here.
 EK0598
 EK0598.Click photographs - Photos may exist for this station.
 EK0598
 EK0598.The dynamic height is computed by dividing the NAVD 88
 EK0598.geopotential number by the normal gravity value computed on the
 EK0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0598.degrees latitude (g = 980.6199 gals.).
 EK0598
 EK0598.The modeled gravity was interpolated from observed gravity values.
 EK0598
 EK0598;                    North         East    Units  Estimated Accuracy
 EK0598;SPC OK S     -   151,945.      789,697.      MT  (+/- 10 meters HH2 GPS)
 EK0598
 EK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3160842086(NAD 83)
 EK0598
 EK0598                          SUPERSEDED SURVEY CONTROL
 EK0598
 EK0598  NGVD 29 (??/??/92)  211.116  (m)          692.64   (f) ADJ UNCH    1 2
 EK0598
 EK0598.Superseded values are not recommended for survey control.
 EK0598
 EK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0598.See file dsdata.pdf to determine how the superseded data were derived.
 EK0598
 EK0598_MARKER: DB = BENCH MARK DISK
 EK0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0598_SP_SET: UNDERPASS
 EK0598_STAMPING: E 16 1933
 EK0598_MARK LOGO: CGS
 EK0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0598+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 EK0598
 EK0598  HISTORY     - Date     Condition        Report By
 EK0598  HISTORY     - 1933     MONUMENTED       CGS
 EK0598  HISTORY     - 1964     GOOD             CGS
 EK0598  HISTORY     - 20130102 GOOD             GEOCAC
 EK0598
 EK0598                          STATION DESCRIPTION
 EK0598
 EK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0598'3.5 MI S FROM KIOWA.
 EK0598'ABOUT 3.5 MILES S ALONG MKT RR FROM KIOWA, PITTSBURG COUNTY
 EK0598'ABOUT 0.4 MILES NORTH OF MILEPOST 596, ABOUT 0.3 MILE N
 EK0598'OF XING OF THE C.R.I. AND P. RR. AND AT PITTSBURG COUNTY LINE,
 EK0598'AND 6 IN FROM SE CORNER OF THE HEADWALL OVER THE S ABUTMENT OF THE
 EK0598'CONCRETE UNDERGRADE XING OF U.S. HIGHWAY 73.  A STANDARD DISC
 EK0598'SET IN CONCRETE.  STAMPED E-16 1934.
 EK0598
 EK0598                          STATION RECOVERY (1964)
 EK0598
 EK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EK0598'RECOVERED IN GOOD CONDITION.
 EK0598
 EK0598                          STATION RECOVERY (2013)
 EK0598
 EK0598'RECOVERY NOTE BY GEOCACHING 2013 (NDR)
 EK0598'DIRECTIONS TO MARK IS ACCURATE.  DATE WRITTEN IN STATE DIRECTIONS
 EK0598'(1934), AND THE DATE ON THE DISK (1933) IS DIFFERENT.   I UPLOADED
 EK0598'PICTURES VIA GEOCACHING, ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0459 ***********************************************************************
 EK0459  DESIGNATION -  E 160
 EK0459  PID         -  EK0459
 EK0459  STATE/COUNTY-  OK/LATIMER
 EK0459  COUNTRY     -  US
 EK0459  USGS QUAD   -  WILBURTON (2018)
 EK0459
 EK0459                         *CURRENT SURVEY CONTROL
 EK0459  ______________________________________________________________________
 EK0459* NAD 83(1986) POSITION- 34 58 22.6    (N) 095 21 22.4    (W)   HD_HELD2
 EK0459* NAVD 88 ORTHO HEIGHT -   207.536 (meters)      680.89  (feet) ADJUSTED
 EK0459  ______________________________________________________________________
 EK0459  GEOID HEIGHT    -        -30.950 (meters)                     GEOID18
 EK0459  DYNAMIC HEIGHT  -        207.324 (meters)      680.20  (feet) COMP
 EK0459  MODELED GRAVITY -    979,612.1   (mgal)                       NAVD 88
 EK0459
 EK0459  VERT ORDER      -  SECOND    CLASS 0
 EK0459
 EK0459.The horizontal coordinates were established by autonomous hand held GPS
 EK0459.observations and have an estimated accuracy of +/- 10 meters.
 EK0459
 EK0459.The orthometric height was determined by differential leveling and
 EK0459.adjusted by the NATIONAL GEODETIC SURVEY
 EK0459.in June 1991.
 EK0459
 EK0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0459.GEOID18 height accuracy estimate available here.
 EK0459
 EK0459.Click photographs - Photos may exist for this station.
 EK0459
 EK0459.The dynamic height is computed by dividing the NAVD 88
 EK0459.geopotential number by the normal gravity value computed on the
 EK0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0459.degrees latitude (g = 980.6199 gals.).
 EK0459
 EK0459.The modeled gravity was interpolated from observed gravity values.
 EK0459
 EK0459;                    North         East    Units  Estimated Accuracy
 EK0459;SPC OK S     -   185,035.      841,388.      MT  (+/- 10 meters HH2 GPS)
 EK0459
 EK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8489972578(NAD 83)
 EK0459
 EK0459                          SUPERSEDED SURVEY CONTROL
 EK0459
 EK0459  NGVD 29 (??/??/92)  207.420  (m)          680.51   (f) ADJ UNCH    2 0
 EK0459
 EK0459.Superseded values are not recommended for survey control.
 EK0459
 EK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0459.See file dsdata.pdf to determine how the superseded data were derived.
 EK0459
 EK0459_MARKER: DB = BENCH MARK DISK
 EK0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0459_SP_SET: BRIDGE
 EK0459_STAMPING: E 160 1934
 EK0459_MARK LOGO: CGS
 EK0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0459
 EK0459  HISTORY     - Date     Condition        Report By
 EK0459  HISTORY     - 1934     MONUMENTED       CGS
 EK0459  HISTORY     - 1988     GOOD             USPSQD
 EK0459
 EK0459                          STATION DESCRIPTION
 EK0459
 EK0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0459'5.6 MI N FROM WILBURTON.
 EK0459'5.6 MILES NORTH OF WILBURTON RY STA, BRONZE TABLET IN NORTH
 EK0459'WINGWALL OF CONCRETE BRIDGE OVER A CREEK, ABOUT 0.4 MILE
 EK0459'SOUTHEAST OF DAM ACROSS FOURCHE-MOLINE CREEK, 17 FEET SOUTHWEST
 EK0459'OF ROAD LEADING DOWN TO CREEK BED, 13.4 FEET NORTHEAST OF
 EK0459'CENTERLINE OF ST. HWY. 2.
 EK0459
 EK0459                          STATION RECOVERY (1988)
 EK0459
 EK0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0544 ***********************************************************************
 FH0544  DESIGNATION -  E 161
 FH0544  PID         -  FH0544
 FH0544  STATE/COUNTY-  OK/MUSKOGEE
 FH0544  COUNTRY     -  US
 FH0544  USGS QUAD   -  KEEFTON (2018)
 FH0544
 FH0544                         *CURRENT SURVEY CONTROL
 FH0544  ______________________________________________________________________
 FH0544* NAD 83(1986) POSITION- 35 30 28.     (N) 095 19 19.     (W)   SCALED
 FH0544* NAVD 88 ORTHO HEIGHT -   172.128 (meters)      564.72  (feet) ADJUSTED
 FH0544  ______________________________________________________________________
 FH0544  GEOID HEIGHT    -        -29.827 (meters)                     GEOID18
 FH0544  DYNAMIC HEIGHT  -        171.968 (meters)      564.20  (feet) COMP
 FH0544  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 FH0544
 FH0544  VERT ORDER      -  SECOND    CLASS 0
 FH0544
 FH0544.The horizontal coordinates were scaled from a map and have
 FH0544.an estimated accuracy of +/- 6 seconds.
 FH0544
 FH0544.The orthometric height was determined by differential leveling and
 FH0544.adjusted by the NATIONAL GEODETIC SURVEY
 FH0544.in June 1991.
 FH0544
 FH0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0544.GEOID18 height accuracy estimate available here.
 FH0544
 FH0544.Click photographs - Photos may exist for this station.
 FH0544
 FH0544.The dynamic height is computed by dividing the NAVD 88
 FH0544.geopotential number by the normal gravity value computed on the
 FH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0544.degrees latitude (g = 980.6199 gals.).
 FH0544
 FH0544.The modeled gravity was interpolated from observed gravity values.
 FH0544
 FH0544;                    North         East    Units  Estimated Accuracy
 FH0544;SPC OK N     -    59,690.      842,930.      MT  (+/- 180 meters Scaled)
 FH0544
 FH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV894318(NAD 83)
 FH0544
 FH0544                          SUPERSEDED SURVEY CONTROL
 FH0544
 FH0544  NGVD 29 (??/??/92)  172.019  (m)          564.37   (f) ADJ UNCH    2 0
 FH0544
 FH0544.Superseded values are not recommended for survey control.
 FH0544
 FH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0544.See file dsdata.pdf to determine how the superseded data were derived.
 FH0544
 FH0544_MARKER: DB = BENCH MARK DISK
 FH0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0544_STAMPING: E 161 1934
 FH0544_MARK LOGO: CGS
 FH0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0544+STABILITY: SURFACE MOTION
 FH0544
 FH0544  HISTORY     - Date     Condition        Report By
 FH0544  HISTORY     - 1934     MONUMENTED       CGS
 FH0544  HISTORY     - 1960     GOOD             CGS
 FH0544  HISTORY     - 20210415 MARK NOT FOUND   OKDOT
 FH0544
 FH0544                          STATION DESCRIPTION
 FH0544
 FH0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0544'1.7 MI N FROM WARNER.
 FH0544'1.7 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0544'STATION AT WARNER, MUSKOGEE COUNTY, ABOUT 300 FEET SOUTHEAST
 FH0544'OF MILEPOST 79, 32.6 FEET NORTH OF THE CENTER OF AN EAST-AND-WEST
 FH0544'DIRT-ROAD CROSSING, 47.2 FEET SOUTHWEST OF THE CENTERLINE OF
 FH0544'THE TRACK, 60 FEET NORTHWEST OF TELEPHONE POLE 7133, AND 12 FEET
 FH0544'NORTHWEST OF THE SOUTH CORNER OF A RIGHT-OF-WAY FENCE.
 FH0544
 FH0544                          STATION RECOVERY (2021)
 FH0544
 FH0544'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0153 ***********************************************************************
 GG0153  DESIGNATION -  E 163
 GG0153  PID         -  GG0153
 GG0153  STATE/COUNTY-  OK/DELAWARE
 GG0153  COUNTRY     -  US
 GG0153  USGS QUAD   -  LAKE EUCHA EAST (2018)
 GG0153
 GG0153                         *CURRENT SURVEY CONTROL
 GG0153  ______________________________________________________________________
 GG0153* NAD 83(1986) POSITION- 36 20 23.48   (N) 094 48 12.48   (W)   HD_HELD1
 GG0153* NAVD 88 ORTHO HEIGHT -   318.402 (meters)     1044.62  (feet) ADJUSTED
 GG0153  ______________________________________________________________________
 GG0153  GEOID HEIGHT    -        -28.740 (meters)                     GEOID18
 GG0153  DYNAMIC HEIGHT  -        318.124 (meters)     1043.71  (feet) COMP
 GG0153  MODELED GRAVITY -    979,750.8   (mgal)                       NAVD 88
 GG0153
 GG0153  VERT ORDER      -  SECOND    CLASS 0
 GG0153
 GG0153.The horizontal coordinates were determined by differentially corrected
 GG0153.hand held GPS observations or other comparable positioning techniques
 GG0153.and have an estimated accuracy of +/- 3 meters.
 GG0153
 GG0153.The orthometric height was determined by differential leveling and
 GG0153.adjusted by the NATIONAL GEODETIC SURVEY
 GG0153.in June 1991.
 GG0153
 GG0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0153.GEOID18 height accuracy estimate available here.
 GG0153
 GG0153.Click photographs - Photos may exist for this station.
 GG0153
 GG0153.The dynamic height is computed by dividing the NAVD 88
 GG0153.geopotential number by the normal gravity value computed on the
 GG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0153.degrees latitude (g = 980.6199 gals.).
 GG0153
 GG0153.The modeled gravity was interpolated from observed gravity values.
 GG0153
 GG0153;                    North         East    Units  Estimated Accuracy
 GG0153;SPC OK N     -   153,385.2     886,903.3     MT  (+/- 3 meters HH1 GPS) 
 GG0153
 GG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3815023154(NAD 83)
 GG0153
 GG0153                          SUPERSEDED SURVEY CONTROL
 GG0153
 GG0153  NGVD 29 (??/??/92)  318.264  (m)         1044.17   (f) ADJ UNCH    2 0
 GG0153
 GG0153.Superseded values are not recommended for survey control.
 GG0153
 GG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0153.See file dsdata.pdf to determine how the superseded data were derived.
 GG0153
 GG0153_MARKER: DB = BENCH MARK DISK
 GG0153_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0153_STAMPING: E 163 1934
 GG0153_MARK LOGO: CGS
 GG0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0153+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2017
 GG0153
 GG0153  HISTORY     - Date     Condition        Report By
 GG0153  HISTORY     - 1934     MONUMENTED       CGS
 GG0153  HISTORY     - 1960     GOOD             CGS
 GG0153  HISTORY     - 20170928 GOOD             COTOK
 GG0153
 GG0153                          STATION DESCRIPTION
 GG0153
 GG0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0153'8.5 MI S FROM JAY.
 GG0153'TO REACH THIS MARK FROM THE SOUTH END OF THE SPAVINAW RIVER
 GG0153'BRIDGE GO SOUTHEAST ON U.S. HIGHWAY 59 AND STATE HIGHWAY 10 FOR 1.3
 GG0153'MILES TO A SIDE ROAD RIGHT, CONTINUE 0.4 MILE TO THE MARK ON
 GG0153'RIGHT, 0.35 MILE BEFORE REACHING A HOUSE ON THE LEFT, BETWEEN
 GG0153'TWO CURVES, 54 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 GG0153'AND 9 FEET SOUTHEAST OF RIGHT OF WAY FENCE LINE.
 GG0153
 GG0153                          STATION RECOVERY (2017)
 GG0153
 GG0153'RECOVERY NOTE BY CITY OF TULSA 2017 (PAK)
 GG0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0169 ***********************************************************************
 GG0169  DESIGNATION -  E 164
 GG0169  PID         -  GG0169
 GG0169  STATE/COUNTY-  OK/CHEROKEE
 GG0169  COUNTRY     -  US
 GG0169  USGS QUAD   -  MOODYS (2019)
 GG0169
 GG0169                         *CURRENT SURVEY CONTROL
 GG0169  ______________________________________________________________________
 GG0169* NAD 83(1986) POSITION- 36 03 20.     (N) 094 54 01.     (W)   SCALED
 GG0169* NAVD 88 ORTHO HEIGHT -   246.530 (meters)      808.82  (feet) ADJUSTED
 GG0169  ______________________________________________________________________
 GG0169  GEOID HEIGHT    -        -28.759 (meters)                     GEOID18
 GG0169  DYNAMIC HEIGHT  -        246.313 (meters)      808.11  (feet) COMP
 GG0169  MODELED GRAVITY -    979,747.5   (mgal)                       NAVD 88
 GG0169
 GG0169  VERT ORDER      -  SECOND    CLASS 0
 GG0169
 GG0169.The horizontal coordinates were scaled from a map and have
 GG0169.an estimated accuracy of +/- 6 seconds.
 GG0169
 GG0169.The orthometric height was determined by differential leveling and
 GG0169.adjusted by the NATIONAL GEODETIC SURVEY
 GG0169.in June 1991.
 GG0169
 GG0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0169.GEOID18 height accuracy estimate available here.
 GG0169
 GG0169.Click photographs - Photos may exist for this station.
 GG0169
 GG0169.The dynamic height is computed by dividing the NAVD 88
 GG0169.geopotential number by the normal gravity value computed on the
 GG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0169.degrees latitude (g = 980.6199 gals.).
 GG0169
 GG0169.The modeled gravity was interpolated from observed gravity values.
 GG0169
 GG0169;                    North         East    Units  Estimated Accuracy
 GG0169;SPC OK N     -   121,570.      879,220.      MT  (+/- 180 meters Scaled)
 GG0169
 GG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV288917(NAD 83)
 GG0169
 GG0169                          SUPERSEDED SURVEY CONTROL
 GG0169
 GG0169  NGVD 29 (??/??/92)  246.396  (m)          808.38   (f) ADJ UNCH    2 0
 GG0169
 GG0169.Superseded values are not recommended for survey control.
 GG0169
 GG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0169.See file dsdata.pdf to determine how the superseded data were derived.
 GG0169
 GG0169_MARKER: DB = BENCH MARK DISK
 GG0169_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GG0169_SP_SET: BUILDING WALL
 GG0169_STAMPING: E 164 1934
 GG0169_MARK LOGO: CGS
 GG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0169+STABILITY: SURFACE MOTION
 GG0169
 GG0169  HISTORY     - Date     Condition        Report By
 GG0169  HISTORY     - 1934     MONUMENTED       CGS
 GG0169  HISTORY     - 1960     GOOD             CGS
 GG0169
 GG0169                          STATION DESCRIPTION
 GG0169
 GG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0169'3.2 MI SW FROM SCRAPER.
 GG0169'3.2 MILES SOUTHWEST OF, ALONG ST. HWY. 10, FROM POST OFFICE.
 GG0169'ABOUT 45 FEET SOUTHEAST OF CENTERLINE OF ST. HWY. 10, 3.5 FEET
 GG0169'ABOVE LEVEL OF GROUND, ABOUT .5 FEET SOUTH WEST OF NORTH CORNER
 GG0169'OF NEOC SERVICE STATION, TABLET SET VERTICALLY IN NORTHWEST
 GG0169'STONE WALL OF SERVICE STATION.  NOTE-- SERVICE STATION IS NOW A
 GG0169'DWELLING.
 GG0169
 GG0169                          STATION RECOVERY (1960)
 GG0169
 GG0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0439 ***********************************************************************
 FH0439  DESIGNATION -  E 165
 FH0439  PID         -  FH0439
 FH0439  STATE/COUNTY-  OK/CHEROKEE
 FH0439  COUNTRY     -  US
 FH0439  USGS QUAD   -  TAHLEQUAH (2019)
 FH0439
 FH0439                         *CURRENT SURVEY CONTROL
 FH0439  ______________________________________________________________________
 FH0439* NAD 83(1986) POSITION- 35 55 35.     (N) 094 55 43.     (W)   SCALED
 FH0439* NAVD 88 ORTHO HEIGHT -   209.744 (meters)      688.14  (feet) ADJUSTED
 FH0439  ______________________________________________________________________
 FH0439  GEOID HEIGHT    -        -28.942 (meters)                     GEOID18
 FH0439  DYNAMIC HEIGHT  -        209.557 (meters)      687.52  (feet) COMP
 FH0439  MODELED GRAVITY -    979,739.1   (mgal)                       NAVD 88
 FH0439
 FH0439  VERT ORDER      -  SECOND    CLASS 0
 FH0439
 FH0439.The horizontal coordinates were scaled from a map and have
 FH0439.an estimated accuracy of +/- 6 seconds.
 FH0439
 FH0439.The orthometric height was determined by differential leveling and
 FH0439.adjusted by the NATIONAL GEODETIC SURVEY
 FH0439.in June 1991.
 FH0439
 FH0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0439.GEOID18 height accuracy estimate available here.
 FH0439
 FH0439.Click photographs - Photos may exist for this station.
 FH0439
 FH0439.The dynamic height is computed by dividing the NAVD 88
 FH0439.geopotential number by the normal gravity value computed on the
 FH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0439.degrees latitude (g = 980.6199 gals.).
 FH0439
 FH0439.The modeled gravity was interpolated from observed gravity values.
 FH0439
 FH0439;                    North         East    Units  Estimated Accuracy
 FH0439;SPC OK N     -   107,170.      877,130.      MT  (+/- 180 meters Scaled)
 FH0439
 FH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV260775(NAD 83)
 FH0439
 FH0439                          SUPERSEDED SURVEY CONTROL
 FH0439
 FH0439  NGVD 29 (??/??/92)  209.610  (m)          687.70   (f) ADJ UNCH    2 0
 FH0439
 FH0439.Superseded values are not recommended for survey control.
 FH0439
 FH0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0439.See file dsdata.pdf to determine how the superseded data were derived.
 FH0439
 FH0439_MARKER: DB = BENCH MARK DISK
 FH0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0439_STAMPING: E 165 1934
 FH0439_MARK LOGO: CGS
 FH0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0439+STABILITY: SURFACE MOTION
 FH0439
 FH0439  HISTORY     - Date     Condition        Report By
 FH0439  HISTORY     - 1934     MONUMENTED       CGS
 FH0439  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0439
 FH0439                          STATION DESCRIPTION
 FH0439
 FH0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0439'3 MI E FROM TAHLEQUAH.
 FH0439'ABOUT 3 MILES EAST ALONG STATE HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 FH0439'AT TAHLEQUAH, CHEROKEE COUNTY, 180 FEET NORTHWEST OF THE NORTHWEST
 FH0439'POINT OF A TRIANGLE FORMED BY THE JUNCTION WITH U.S. HIGHWAY 62,
 FH0439'70.3 FEET SOUTHWEST OF THE SOUTH END OF A WOODEN BRIDGE UNDER STATE
 FH0439'HIGHWAY 10, 60 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 FH0439'10, AND 2.1 FEET SOUTHEAST OF THE FENCE LINE.  A STANDARD DISK,
 FH0439'STAMPED E 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0398 ***********************************************************************
 EK0398  DESIGNATION -  E 167
 EK0398  PID         -  EK0398
 EK0398  STATE/COUNTY-  OK/LE FLORE
 EK0398  COUNTRY     -  US
 EK0398  USGS QUAD   -  HEAVENER (2018)
 EK0398
 EK0398                         *CURRENT SURVEY CONTROL
 EK0398  ______________________________________________________________________
 EK0398* NAD 83(1986) POSITION- 34 59 36.     (N) 094 32 45.     (W)   SCALED
 EK0398* NAVD 88 ORTHO HEIGHT -   146.765 (meters)      481.51  (feet) ADJUSTED
 EK0398  ______________________________________________________________________
 EK0398  GEOID HEIGHT    -        -31.403 (meters)                     GEOID18
 EK0398  DYNAMIC HEIGHT  -        146.616 (meters)      481.02  (feet) COMP
 EK0398  MODELED GRAVITY -    979,615.6   (mgal)                       NAVD 88
 EK0398
 EK0398  VERT ORDER      -  SECOND    CLASS 0
 EK0398
 EK0398.The horizontal coordinates were scaled from a map and have
 EK0398.an estimated accuracy of +/- 6 seconds.
 EK0398
 EK0398.The orthometric height was determined by differential leveling and
 EK0398.adjusted by the NATIONAL GEODETIC SURVEY
 EK0398.in June 1991.
 EK0398
 EK0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0398.GEOID18 height accuracy estimate available here.
 EK0398
 EK0398.Click photographs - Photos may exist for this station.
 EK0398
 EK0398.The dynamic height is computed by dividing the NAVD 88
 EK0398.geopotential number by the normal gravity value computed on the
 EK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0398.degrees latitude (g = 980.6199 gals.).
 EK0398
 EK0398.The modeled gravity was interpolated from observed gravity values.
 EK0398
 EK0398;                    North         East    Units  Estimated Accuracy
 EK0398;SPC OK S     -   189,530.      915,280.      MT  (+/- 180 meters Scaled)
 EK0398
 EK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU589733(NAD 83)
 EK0398
 EK0398                          SUPERSEDED SURVEY CONTROL
 EK0398
 EK0398  NGVD 29 (??/??/92)  146.664  (m)          481.18   (f) ADJ UNCH    2 0
 EK0398
 EK0398.Superseded values are not recommended for survey control.
 EK0398
 EK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0398.See file dsdata.pdf to determine how the superseded data were derived.
 EK0398
 EK0398_MARKER: DB = BENCH MARK DISK
 EK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0398_STAMPING: E 167 1934
 EK0398_MARK LOGO: CGS
 EK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0398+STABILITY: SURFACE MOTION
 EK0398
 EK0398  HISTORY     - Date     Condition        Report By
 EK0398  HISTORY     - 1934     MONUMENTED       CGS
 EK0398  HISTORY     - 1959     GOOD             CGS
 EK0398  HISTORY     - 1977     POOR             USGS
 EK0398
 EK0398                          STATION DESCRIPTION
 EK0398
 EK0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0398'1.6 MI W FROM MONROE.
 EK0398'ABOUT 1.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0398'RAILWAY FROM THE STATION AT MONROE, LE FLORE COUNTY, ABOUT
 EK0398'100 FEET SOUTHWEST OF MILEPOST 290, ABOUT 135 FEET EAST OF
 EK0398'THE SUMMIT OF A SHORT STEEP HILL ON A DIRT ROAD WITH A SQUARE
 EK0398'FARMHOUSE ON THE SOUTH SIDE, AT A ROAD CROSSING, 19.5 FEET
 EK0398'EAST OF THE CENTER LINE OF THE ROAD AND THE GATEWAY IN THE
 EK0398'RIGHT-OF-WAY FENCE, 47.2 FEET WEST OF A 3-FOOT BLACK WALNUT TREE,
 EK0398'46 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 21 FEET NORTH
 EK0398'OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, AND 3.2
 EK0398'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EK0398'E 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0398
 EK0398                          STATION RECOVERY (1959)
 EK0398
 EK0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0398'RECOVERED IN GOOD CONDITION.
 EK0398
 EK0398                          STATION RECOVERY (1977)
 EK0398
 EK0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0398'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0300 ***********************************************************************
 EK0300  DESIGNATION -  E 168
 EK0300  PID         -  EK0300
 EK0300  STATE/COUNTY-  OK/MCCURTAIN
 EK0300  COUNTRY     -  US
 EK0300  USGS QUAD   -  OLD GLORY MOUNTAIN (2018)
 EK0300
 EK0300                         *CURRENT SURVEY CONTROL
 EK0300  ______________________________________________________________________
 EK0300* NAD 83(1986) POSITION- 34 10 55.     (N) 094 46 28.     (W)   SCALED
 EK0300* NAVD 88 ORTHO HEIGHT -   233.385 (meters)      765.70  (feet) ADJUSTED
 EK0300  ______________________________________________________________________
 EK0300  GEOID HEIGHT    -        -29.096 (meters)                     GEOID18
 EK0300  DYNAMIC HEIGHT  -        233.140 (meters)      764.89  (feet) COMP
 EK0300  MODELED GRAVITY -    979,581.0   (mgal)                       NAVD 88
 EK0300
 EK0300  VERT ORDER      -  SECOND    CLASS 0
 EK0300
 EK0300.The horizontal coordinates were scaled from a map and have
 EK0300.an estimated accuracy of +/- 6 seconds.
 EK0300
 EK0300.The orthometric height was determined by differential leveling and
 EK0300.adjusted by the NATIONAL GEODETIC SURVEY
 EK0300.in June 1991.
 EK0300
 EK0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0300.GEOID18 height accuracy estimate available here.
 EK0300
 EK0300.Click photographs - Photos may exist for this station.
 EK0300
 EK0300.The dynamic height is computed by dividing the NAVD 88
 EK0300.geopotential number by the normal gravity value computed on the
 EK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0300.degrees latitude (g = 980.6199 gals.).
 EK0300
 EK0300.The modeled gravity was interpolated from observed gravity values.
 EK0300
 EK0300;                    North         East    Units  Estimated Accuracy
 EK0300;SPC OK S     -    98,880.      897,290.      MT  (+/- 180 meters Scaled)
 EK0300
 EK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT364837(NAD 83)
 EK0300
 EK0300                          SUPERSEDED SURVEY CONTROL
 EK0300
 EK0300  NGVD 29 (??/??/92)  233.348  (m)          765.58   (f) ADJ UNCH    2 0
 EK0300
 EK0300.Superseded values are not recommended for survey control.
 EK0300
 EK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0300.See file dsdata.pdf to determine how the superseded data were derived.
 EK0300
 EK0300_MARKER: DB = BENCH MARK DISK
 EK0300_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0300_STAMPING: E 168 1934
 EK0300_MARK LOGO: CGS
 EK0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0300
 EK0300  HISTORY     - Date     Condition        Report By
 EK0300  HISTORY     - 1934     MONUMENTED       CGS
 EK0300
 EK0300                          STATION DESCRIPTION
 EK0300
 EK0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0300'11.7 MI N FROM BROKEN BOW.
 EK0300'11.7 MILES NORTH OF, ALONG ST. HWY 21 MIDDLE OF S CURVE IN
 EK0300'HIGHWAY, ABOUT 0.1 MILE SOUTH OF LUKFATA CREEK, ABOUT 0.1 MILE
 EK0300'NORTHWEST OF CONCRETE HIGHWAY CULVERT, 61.6 FEET NORTH OF
 EK0300'TELEPHONE POLE, 28 FEET NORTHEAST OF CENTERLINE OF ST. HWY. 21.
 EK0300'TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0465 ***********************************************************************
 GG0465  CBN         -  This is a Cooperative Base Network Control Station.
 GG0465  DESIGNATION -  E 17
 GG0465  PID         -  GG0465
 GG0465  STATE/COUNTY-  OK/NOWATA
 GG0465  COUNTRY     -  US
 GG0465  USGS QUAD   -  DELAWARE (2019)
 GG0465
 GG0465                         *CURRENT SURVEY CONTROL
 GG0465  ______________________________________________________________________
 GG0465* NAD 83(2011) POSITION- 36 46 37.30987(N) 095 38 32.74305(W)   ADJUSTED
 GG0465* NAD 83(2011) ELLIP HT-   188.369 (meters)        (06/27/12)   ADJUSTED
 GG0465* NAD 83(2011) EPOCH   -  2010.00
 GG0465* NAVD 88 ORTHO HEIGHT -   217.841 (meters)      714.70  (feet) ADJUSTED
 GG0465  ______________________________________________________________________
 GG0465  GEOID HEIGHT    -        -29.452 (meters)                     GEOID18
 GG0465  NAD 83(2011) X  -   -502,905.770 (meters)                     COMP
 GG0465  NAD 83(2011) Y  - -5,090,214.065 (meters)                     COMP
 GG0465  NAD 83(2011) Z  -  3,797,715.446 (meters)                     COMP
 GG0465  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 GG0465  DYNAMIC HEIGHT  -        217.661 (meters)      714.11  (feet) COMP
 GG0465  MODELED GRAVITY -    979,802.2   (mgal)                       NAVD 88
 GG0465
 GG0465  VERT ORDER      -  FIRST     CLASS II
 GG0465
 GG0465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0465  Standards:
 GG0465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0465  -------------------------------------------------------------------
 GG0465  NETWORK    0.48   1.14           0.20   0.19   0.58     -0.05688729
 GG0465  -------------------------------------------------------------------
 GG0465  Click here for local accuracies and other accuracy information.
 GG0465
 GG0465.The horizontal coordinates were established by GPS observations
 GG0465.and adjusted by the National Geodetic Survey in June 2012.
 GG0465
 GG0465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0465.been affixed to the stable North American tectonic plate. See 
 GG0465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0465
 GG0465.The horizontal coordinates are valid at the epoch date displayed above
 GG0465.which is a decimal equivalence of Year/Month/Day.
 GG0465
 GG0465.The orthometric height was determined by differential leveling and
 GG0465.adjusted by the NATIONAL GEODETIC SURVEY
 GG0465.in June 1991.
 GG0465
 GG0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0465.GEOID18 height accuracy estimate available here.
 GG0465
 GG0465.Click photographs - Photos may exist for this station.
 GG0465
 GG0465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0465
 GG0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0465
 GG0465.The ellipsoidal height was determined by GPS observations
 GG0465.and is referenced to NAD 83.
 GG0465
 GG0465.The dynamic height is computed by dividing the NAVD 88
 GG0465.geopotential number by the normal gravity value computed on the
 GG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0465.degrees latitude (g = 980.6199 gals.).
 GG0465
 GG0465.The modeled gravity was interpolated from observed gravity values.
 GG0465
 GG0465. The following values were computed from the NAD 83(2011) position.
 GG0465
 GG0465;                    North         East     Units Scale Factor Converg.
 GG0465;SPC OK N     -   199,728.522   810,442.246   MT  1.00000191   +1 23 28.7
 GG0465;SPC OK N     -   655,275.99  2,658,925.94   sFT  1.00000191   +1 23 28.7
 GG0465;UTM  15      - 4,073,395.142   264,178.485   MT  1.00028517   -1 34 57.9
 GG0465
 GG0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0465!SPC OK N     -   0.99997044  x   1.00000191  =   0.99997235
 GG0465!UTM  15      -   0.99997044  x   1.00028517  =   1.00025560
 GG0465
 GG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6417873395(NAD 83)
 GG0465
 GG0465                          SUPERSEDED SURVEY CONTROL
 GG0465
 GG0465  NAD 83(2007)-  36 46 37.30987(N)    095 38 32.74374(W) AD(2002.00) 0
 GG0465  ELLIP H (02/10/07)  188.385  (m)                       GP(2002.00)    
 GG0465  ELLIP H (04/16/01)  188.391  (m)                       GP(       ) 4 2
 GG0465  NAD 83(1993)-  36 46 37.30979(N)    095 38 32.74354(W) AD(       ) B
 GG0465  ELLIP H (05/09/94)  188.483  (m)                       GP(       ) 4 2
 GG0465  NAVD 88             217.84   (m)          714.7    (f) LEVELING    3  
 GG0465  NGVD 29 (??/??/92)  217.706  (m)          714.26   (f) ADJ UNCH    1 2
 GG0465
 GG0465.Superseded values are not recommended for survey control.
 GG0465
 GG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0465.See file dsdata.pdf to determine how the superseded data were derived.
 GG0465
 GG0465_MARKER: DB = BENCH MARK DISK
 GG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0465_STAMPING: E 17 1933
 GG0465_MARK LOGO: CGS
 GG0465_PROJECTION: PROJECTING 12 CENTIMETERS
 GG0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0465+STABILITY: SURFACE MOTION
 GG0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0465+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 GG0465
 GG0465  HISTORY     - Date     Condition        Report By
 GG0465  HISTORY     - 1933     MONUMENTED       CGS
 GG0465  HISTORY     - 19930429 GOOD             NGS
 GG0465  HISTORY     - 19970516 GOOD             NGS
 GG0465  HISTORY     - 20021217 GOOD             OKDOT
 GG0465  HISTORY     - 20120224 GOOD             AIRDAT
 GG0465  HISTORY     - 20181016 GOOD             FUGRO
 GG0465  HISTORY     - 20230606 GOOD             OKDOT
 GG0465
 GG0465                          STATION DESCRIPTION
 GG0465
 GG0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0465'AT DELAWARE.
 GG0465'AT DELAWARE, NOWATA COUNTY, ABOUT 175 FEET NORTHWEST OF THE
 GG0465'NORTHWEST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, AT A
 GG0465'ROAD CROSSING, 46 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 GG0465'31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST
 GG0465'OF THE WEST RAIL OF A SPUR TRACK, 6 FEET NORTH OF A FENCE CORNER,
 GG0465'AND 2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED E 17
 GG0465'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 GG0465'INCHES ABOVE GROUND.
 GG0465
 GG0465                          STATION RECOVERY (1993)
 GG0465
 GG0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GG0465'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH OF NOWATA, IN THE WEST
 GG0465'PART OF DELAWARE, IN THE NORTHWEST ANGLE OF JUNCTION OF A CITY STREET
 GG0465'AND A RAILROAD TRACK, IN A LAWN AREA, IN WEST CENTRAL SECTION 31, T
 GG0465'27 N, R 15 E.  OWNERSHIP--CITY OF DELAWARE/MISSOURI PACIFIC RAILROAD.
 GG0465'TO REACH FROM THE JUNCTION OF US HIGHWAY 169 AND STATE HIGHWAY 28
 GG0465'(ABOUT 2 KM (1.25 MI) SOUTHEAST OF DELAWARE), GO NORTH ON HIGHWAY 169
 GG0465'FOR 1.58 KM (1.00 MI) TO A PAVED ROAD LEFT.  TURN LEFT, WEST, ON
 GG0465'PAVED ROAD FOR 0.87 KM (0.55 MI) TO A PAVED CROSSROAD IN DELAWARE
 GG0465'(OLD HIGHWAY 169).  TURN LEFT, SOUTH, ON ELM STREET FOR 0.20 KM
 GG0465'(0.10 MI) TO A CROSS STREET.  TURN RIGHT, WEST, ON CHEROKEE AVENUE
 GG0465'FOR 0.27 KM (0.15 MI) TO THE STATION ON THE RIGHT AFTER CROSSING THE
 GG0465'RAILROAD TRACK.
 GG0465'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 GG0465'PROJECTING 4 CM ABOVE GROUND.  IT IS 9.2 M (30.2 FT) NORTH OF, AND
 GG0465'LEVEL WITH THE ROAD CENTER, 14.1 M (46.3 FT) WEST-SOUTHWEST OF THE
 GG0465'WEST RAIL, 3.8 M (12.5 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 18.7 M
 GG0465'(61.4 FT) NORTH OF UTILITY POLE NUMBERED 1/6 ACROSS ROAD, 0.8 M
 GG0465'(2.6 FT) SOUTH OF A WOODEN POST, 0.6 M (2.0 FT) NORTH OF A WOODEN
 GG0465'POST, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 GG0465
 GG0465                          STATION RECOVERY (1997)
 GG0465
 GG0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GG0465'RECOVERED AS DESCRIBED.
 GG0465
 GG0465                          STATION RECOVERY (2002)
 GG0465
 GG0465'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DKS)
 GG0465'RECOVERED IN GOOD CONDITION.
 GG0465
 GG0465                          STATION RECOVERY (2012)
 GG0465
 GG0465'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2012 (JJH)
 GG0465'RECOVERED AS DESCRIBED.
 GG0465
 GG0465                          STATION RECOVERY (2018)
 GG0465
 GG0465'RECOVERY NOTE BY FUGRO 2018 (MRY)
 GG0465'RECOVERED IN GOOD CONDITION.
 GG0465
 GG0465                          STATION RECOVERY (2023)
 GG0465
 GG0465'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0465'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0010 ***********************************************************************
 FK0010  DESIGNATION -  E 171
 FK0010  PID         -  FK0010
 FK0010  STATE/COUNTY-  OK/CANADIAN
 FK0010  COUNTRY     -  US
 FK0010  USGS QUAD   -  FORT RENO SW (2018)
 FK0010
 FK0010                         *CURRENT SURVEY CONTROL
 FK0010  ______________________________________________________________________
 FK0010* NAD 83(1986) POSITION- 35 36 36.     (N) 098 08 52.     (W)   SCALED
 FK0010* NAVD 88 ORTHO HEIGHT -   425.960 (meters)     1397.50  (feet) ADJUSTED
 FK0010  ______________________________________________________________________
 FK0010  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 FK0010  DYNAMIC HEIGHT  -        425.549 (meters)     1396.16  (feet) COMP
 FK0010  MODELED GRAVITY -    979,656.3   (mgal)                       NAVD 88
 FK0010
 FK0010  VERT ORDER      -  FIRST     CLASS II
 FK0010
 FK0010.The horizontal coordinates were scaled from a map and have
 FK0010.an estimated accuracy of +/- 6 seconds.
 FK0010
 FK0010.The orthometric height was determined by differential leveling and
 FK0010.adjusted by the NATIONAL GEODETIC SURVEY
 FK0010.in June 1991.
 FK0010
 FK0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0010.GEOID18 height accuracy estimate available here.
 FK0010
 FK0010.Click photographs - Photos may exist for this station.
 FK0010
 FK0010.The dynamic height is computed by dividing the NAVD 88
 FK0010.geopotential number by the normal gravity value computed on the
 FK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0010.degrees latitude (g = 980.6199 gals.).
 FK0010
 FK0010.The modeled gravity was interpolated from observed gravity values.
 FK0010
 FK0010;                    North         East    Units  Estimated Accuracy
 FK0010;SPC OK N     -    67,690.      586,610.      MT  (+/- 180 meters Scaled)
 FK0010
 FK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE771410(NAD 83)
 FK0010
 FK0010                          SUPERSEDED SURVEY CONTROL
 FK0010
 FK0010  NGVD 29 (??/??/92)  425.781  (m)         1396.92   (f) ADJ UNCH    1 2
 FK0010
 FK0010.Superseded values are not recommended for survey control.
 FK0010
 FK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0010.See file dsdata.pdf to determine how the superseded data were derived.
 FK0010
 FK0010_MARKER: DB = BENCH MARK DISK
 FK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0010_STAMPING: E 171 1953
 FK0010_MARK LOGO: CGS
 FK0010_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0010+STABILITY: SURFACE MOTION
 FK0010
 FK0010  HISTORY     - Date     Condition        Report By
 FK0010  HISTORY     - 1953     MONUMENTED       CGS
 FK0010
 FK0010                          STATION DESCRIPTION
 FK0010
 FK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0010'9.9 MI E FROM GEARY.
 FK0010'9.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0010'RAILROAD FROM THE STATION AT GEARY, 1.8 MILES WEST OF THE
 FK0010'ABANDONED STATION AT CALUMET, 15.5 FEET WEST OF MILEPOST 525,
 FK0010'41 FEET SOUTH OF THE SOUTH RAIL, 45 FEET NORTH OF THE CENTER
 FK0010'LINE OF A PAVED ROAD, 2.9 FEET EAST OF A WITNESS POST, SET IN
 FK0010'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 FK0010'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0034 ***********************************************************************
 FK0034  DESIGNATION -  E 172
 FK0034  PID         -  FK0034
 FK0034  STATE/COUNTY-  OK/CADDO
 FK0034  COUNTRY     -  US
 FK0034  USGS QUAD   -  BRIDGEPORT (2018)
 FK0034
 FK0034                         *CURRENT SURVEY CONTROL
 FK0034  ______________________________________________________________________
 FK0034* NAD 83(1986) POSITION- 35 32 55.     (N) 098 24 59.     (W)   SCALED
 FK0034* NAVD 88 ORTHO HEIGHT -   430.925 (meters)     1413.79  (feet) ADJUSTED
 FK0034  ______________________________________________________________________
 FK0034  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0034  DYNAMIC HEIGHT  -        430.499 (meters)     1412.40  (feet) COMP
 FK0034  MODELED GRAVITY -    979,630.9   (mgal)                       NAVD 88
 FK0034
 FK0034  VERT ORDER      -  FIRST     CLASS II
 FK0034
 FK0034.The horizontal coordinates were scaled from a map and have
 FK0034.an estimated accuracy of +/- 6 seconds.
 FK0034
 FK0034.The orthometric height was determined by differential leveling and
 FK0034.adjusted by the NATIONAL GEODETIC SURVEY
 FK0034.in June 1991.
 FK0034
 FK0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0034.GEOID18 height accuracy estimate available here.
 FK0034
 FK0034.Click photographs - Photos may exist for this station.
 FK0034
 FK0034.The dynamic height is computed by dividing the NAVD 88
 FK0034.geopotential number by the normal gravity value computed on the
 FK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0034.degrees latitude (g = 980.6199 gals.).
 FK0034
 FK0034.The modeled gravity was interpolated from observed gravity values.
 FK0034
 FK0034;                    North         East    Units  Estimated Accuracy
 FK0034;SPC OK S     -   245,820.      562,240.      MT  (+/- 180 meters Scaled)
 FK0034
 FK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE528340(NAD 83)
 FK0034
 FK0034                          SUPERSEDED SURVEY CONTROL
 FK0034
 FK0034  NGVD 29 (??/??/92)  430.734  (m)         1413.17   (f) ADJ UNCH    1 2
 FK0034
 FK0034.Superseded values are not recommended for survey control.
 FK0034
 FK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0034.See file dsdata.pdf to determine how the superseded data were derived.
 FK0034
 FK0034_MARKER: DB = BENCH MARK DISK
 FK0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0034_SP_SET: CULVERT HEADWALL
 FK0034_STAMPING: E 172 1953
 FK0034_MARK LOGO: CGS
 FK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0034+STABILITY: SURFACE MOTION
 FK0034
 FK0034  HISTORY     - Date     Condition        Report By
 FK0034  HISTORY     - 1953     MONUMENTED       CGS
 FK0034
 FK0034                          STATION DESCRIPTION
 FK0034
 FK0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0034'1.8 MI W FROM BRIDGEPORT.
 FK0034'1.85 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0034'RAILROAD FROM THE STATION AT BRIDGEPORT, 6 1/2 POLES WEST OF
 FK0034'MILEPOST 545, 135 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 FK0034'CROSSING, 45 FEET SOUTH OF A FENCE, 7 FEET NORTH OF THE NORTH
 FK0034'RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 FK0034'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0177 ***********************************************************************
 FK0177  DESIGNATION -  E 173
 FK0177  PID         -  FK0177
 FK0177  STATE/COUNTY-  OK/CUSTER
 FK0177  COUNTRY     -  US
 FK0177  USGS QUAD   -  WEATHERFORD (2018)
 FK0177
 FK0177                         *CURRENT SURVEY CONTROL
 FK0177  ______________________________________________________________________
 FK0177* NAD 83(1986) POSITION- 35 32 43.     (N) 098 39 32.     (W)   SCALED
 FK0177* NAVD 88 ORTHO HEIGHT -   485.786 (meters)     1593.78  (feet) ADJUSTED
 FK0177  ______________________________________________________________________
 FK0177  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 FK0177  DYNAMIC HEIGHT  -        485.306 (meters)     1592.21  (feet) COMP
 FK0177  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 FK0177
 FK0177  VERT ORDER      -  FIRST     CLASS II
 FK0177
 FK0177.This mark is at Thomas P Stafford Airport (F91)
 FK0177
 FK0177.The horizontal coordinates were scaled from a map and have
 FK0177.an estimated accuracy of +/- 6 seconds.
 FK0177
 FK0177.The orthometric height was determined by differential leveling and
 FK0177.adjusted by the NATIONAL GEODETIC SURVEY
 FK0177.in June 1991.
 FK0177
 FK0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0177.GEOID18 height accuracy estimate available here.
 FK0177
 FK0177.Click photographs - Photos may exist for this station.
 FK0177
 FK0177.The dynamic height is computed by dividing the NAVD 88
 FK0177.geopotential number by the normal gravity value computed on the
 FK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0177.degrees latitude (g = 980.6199 gals.).
 FK0177
 FK0177.The modeled gravity was interpolated from observed gravity values.
 FK0177
 FK0177;                    North         East    Units  Estimated Accuracy
 FK0177;SPC OK N     -    60,700.      540,250.      MT  (+/- 180 meters Scaled)
 FK0177
 FK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE309335(NAD 83)
 FK0177
 FK0177                          SUPERSEDED SURVEY CONTROL
 FK0177
 FK0177  NGVD 29 (??/??/92)  485.583  (m)         1593.12   (f) ADJ UNCH    1 2
 FK0177
 FK0177.Superseded values are not recommended for survey control.
 FK0177
 FK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0177.See file dsdata.pdf to determine how the superseded data were derived.
 FK0177
 FK0177_MARKER: DB = BENCH MARK DISK
 FK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0177_STAMPING: E 173 1953
 FK0177_MARK LOGO: CGS
 FK0177_PROJECTION: PROJECTING 9 CENTIMETERS
 FK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0177+STABILITY: SURFACE MOTION
 FK0177
 FK0177  HISTORY     - Date     Condition        Report By
 FK0177  HISTORY     - 1953     MONUMENTED       CGS
 FK0177  HISTORY     - 1955     GOOD             CGS
 FK0177  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0177
 FK0177                          STATION DESCRIPTION
 FK0177
 FK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0177'4.1 MI NE FROM WEATHERFORD.
 FK0177'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0177'RAILROAD FROM THE STATION AT WEATHERFORD, THENCE 0.6 MILE NORTH
 FK0177'ALONG A DIRT TRACK ROAD, THENCE 0.6 MILE NORTH ALONG AN OILED
 FK0177'ROAD, AT THE WEATHERFORD MUNICIPAL AIRPORT WHICH HAS BEEN
 FK0177'ABANDONED AND IS NOW UNDER CULTIVATION, 15.7 FEET NORTH OF THE
 FK0177'NORTHWEST CORNER OF THE CONCRETE FLOOR OF THE NORTH HANGAR,
 FK0177'2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0177'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FK0177
 FK0177                          STATION RECOVERY (1984)
 FK0177
 FK0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0309 ***********************************************************************
 FK0309  DESIGNATION -  E 174
 FK0309  PID         -  FK0309
 FK0309  STATE/COUNTY-  OK/WASHITA
 FK0309  COUNTRY     -  US
 FK0309  USGS QUAD   -  FOSS (2018)
 FK0309
 FK0309                         *CURRENT SURVEY CONTROL
 FK0309  ______________________________________________________________________
 FK0309* NAD 83(1986) POSITION- 35 27 52.87   (N) 099 08 58.86   (W)   HD_HELD1
 FK0309* NAVD 88 ORTHO HEIGHT -   487.734 (meters)     1600.17  (feet) ADJUSTED
 FK0309  ______________________________________________________________________
 FK0309  GEOID HEIGHT    -        -27.360 (meters)                     GEOID18
 FK0309  DYNAMIC HEIGHT  -        487.235 (meters)     1598.54  (feet) COMP
 FK0309  MODELED GRAVITY -    979,595.6   (mgal)                       NAVD 88
 FK0309
 FK0309  VERT ORDER      -  FIRST     CLASS II
 FK0309
 FK0309.The horizontal coordinates were determined by differentially corrected
 FK0309.hand held GPS observations or other comparable positioning techniques
 FK0309.and have an estimated accuracy of +/- 3 meters.
 FK0309
 FK0309.The orthometric height was determined by differential leveling and
 FK0309.adjusted by the NATIONAL GEODETIC SURVEY
 FK0309.in June 1991.
 FK0309
 FK0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0309.GEOID18 height accuracy estimate available here.
 FK0309
 FK0309.Click photographs - Photos may exist for this station.
 FK0309
 FK0309.The dynamic height is computed by dividing the NAVD 88
 FK0309.geopotential number by the normal gravity value computed on the
 FK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0309.degrees latitude (g = 980.6199 gals.).
 FK0309
 FK0309.The modeled gravity was interpolated from observed gravity values.
 FK0309
 FK0309;                    North         East    Units  Estimated Accuracy
 FK0309;SPC OK S     -   237,024.2     495,640.9     MT  (+/- 3 meters HH1 GPS) 
 FK0309
 FK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8641824587(NAD 83)
 FK0309
 FK0309                          SUPERSEDED SURVEY CONTROL
 FK0309
 FK0309  NGVD 29 (??/??/92)  487.511  (m)         1599.44   (f) ADJ UNCH    1 2
 FK0309
 FK0309.Superseded values are not recommended for survey control.
 FK0309
 FK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0309.See file dsdata.pdf to determine how the superseded data were derived.
 FK0309
 FK0309_MARKER: DB = BENCH MARK DISK
 FK0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0309_SP_SET: BRIDGE ABUTMENT
 FK0309_STAMPING: E 174 1953
 FK0309_MARK LOGO: CGS
 FK0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0309
 FK0309  HISTORY     - Date     Condition        Report By
 FK0309  HISTORY     - 1953     MONUMENTED       CGS
 FK0309
 FK0309                          STATION DESCRIPTION
 FK0309
 FK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0309'1.3 MI NE FROM FOSS.
 FK0309'1.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0309'RAILROAD FROM THE STATION AT FOSS, 69 FEET EAST OF MILEPOST
 FK0309'593, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET BELOW
 FK0309'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END
 FK0309'OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 5930 OVER TURKEY
 FK0309'CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0336 ***********************************************************************
 FK0336  DESIGNATION -  E 175
 FK0336  PID         -  FK0336
 FK0336  STATE/COUNTY-  OK/BECKHAM
 FK0336  COUNTRY     -  US
 FK0336  USGS QUAD   -  ELK CITY (2018)
 FK0336
 FK0336                         *CURRENT SURVEY CONTROL
 FK0336  ______________________________________________________________________
 FK0336* NAD 83(1986) POSITION- 35 25 21.     (N) 099 23 42.     (W)   SCALED
 FK0336* NAVD 88 ORTHO HEIGHT -   600.403 (meters)     1969.82  (feet) ADJUSTED
 FK0336  ______________________________________________________________________
 FK0336  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 FK0336  DYNAMIC HEIGHT  -        599.777 (meters)     1967.77  (feet) COMP
 FK0336  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 FK0336
 FK0336  VERT ORDER      -  FIRST     CLASS II
 FK0336
 FK0336.This mark is at Elk City Airport (ELK)
 FK0336
 FK0336.The horizontal coordinates were scaled from a map and have
 FK0336.an estimated accuracy of +/- 6 seconds.
 FK0336
 FK0336.The orthometric height was determined by differential leveling and
 FK0336.adjusted by the NATIONAL GEODETIC SURVEY
 FK0336.in June 1991.
 FK0336
 FK0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0336.GEOID18 height accuracy estimate available here.
 FK0336
 FK0336.Click photographs - Photos may exist for this station.
 FK0336
 FK0336.The dynamic height is computed by dividing the NAVD 88
 FK0336.geopotential number by the normal gravity value computed on the
 FK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0336.degrees latitude (g = 980.6199 gals.).
 FK0336
 FK0336.The modeled gravity was interpolated from observed gravity values.
 FK0336
 FK0336;                    North         East    Units  Estimated Accuracy
 FK0336;SPC OK S     -   232,630.      473,310.      MT  (+/- 180 meters Scaled)
 FK0336
 FK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME641199(NAD 83)
 FK0336
 FK0336                          SUPERSEDED SURVEY CONTROL
 FK0336
 FK0336  NGVD 29 (??/??/92)  600.141  (m)         1968.96   (f) ADJ UNCH    1 2
 FK0336
 FK0336.Superseded values are not recommended for survey control.
 FK0336
 FK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0336.See file dsdata.pdf to determine how the superseded data were derived.
 FK0336
 FK0336_MARKER: DB = BENCH MARK DISK
 FK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0336_STAMPING: E 175 1953
 FK0336_MARK LOGO: CGS
 FK0336_PROJECTION: FLUSH
 FK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0336+STABILITY: SURFACE MOTION
 FK0336
 FK0336  HISTORY     - Date     Condition        Report By
 FK0336  HISTORY     - 1953     MONUMENTED       CGS
 FK0336  HISTORY     - 1955     GOOD             CGS
 FK0336  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0336
 FK0336                          STATION DESCRIPTION
 FK0336
 FK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0336'1.2 MI NE FROM ELK CITY.
 FK0336'0.1 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 FK0336'ELK CITY, THENCE 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66, 300
 FK0336'FEET NORTHEAST OF THE ENTRANCE TO THE ELK CITY MUNICIPAL GOLF
 FK0336'COURSE WHICH WAS THE ELK CITY MUNICIPAL AIRPORT, 2 FEET SOUTH OF
 FK0336'A FENCE, 2.4 FEET EAST OF A WITNESS POST, 52 FEET EAST OF THE
 FK0336'CENTER OF THE PEDESTRIAN ENTRANCE, 78 FEET SOUTHEAST OF THE
 FK0336'SOUTHEAST CORNER OF THE GOLF COURSE OFFICE, 75 YARDS NORTH OF
 FK0336'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 FK0336'POST WHICH IS FLUSH WITH THE GROUND.
 FK0336
 FK0336                          STATION RECOVERY (1986)
 FK0336
 FK0336'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0411 ***********************************************************************
 FK0411  DESIGNATION -  E 176
 FK0411  PID         -  FK0411
 FK0411  STATE/COUNTY-  OK/BECKHAM
 FK0411  COUNTRY     -  US
 FK0411  USGS QUAD   -  SAYRE (2018)
 FK0411
 FK0411                         *CURRENT SURVEY CONTROL
 FK0411  ______________________________________________________________________
 FK0411* NAD 83(1986) POSITION- 35 16 24.     (N) 099 39 51.     (W)   SCALED
 FK0411* NAVD 88 ORTHO HEIGHT -   554.079 (meters)     1817.84  (feet) ADJUSTED
 FK0411  ______________________________________________________________________
 FK0411  GEOID HEIGHT    -        -26.732 (meters)                     GEOID18
 FK0411  DYNAMIC HEIGHT  -        553.508 (meters)     1815.97  (feet) COMP
 FK0411  MODELED GRAVITY -    979,585.2   (mgal)                       NAVD 88
 FK0411
 FK0411  VERT ORDER      -  FIRST     CLASS II
 FK0411
 FK0411.The horizontal coordinates were scaled from a map and have
 FK0411.an estimated accuracy of +/- 6 seconds.
 FK0411
 FK0411.The orthometric height was determined by differential leveling and
 FK0411.adjusted by the NATIONAL GEODETIC SURVEY
 FK0411.in June 1991.
 FK0411
 FK0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0411.GEOID18 height accuracy estimate available here.
 FK0411
 FK0411.Click photographs - Photos may exist for this station.
 FK0411
 FK0411.The dynamic height is computed by dividing the NAVD 88
 FK0411.geopotential number by the normal gravity value computed on the
 FK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0411.degrees latitude (g = 980.6199 gals.).
 FK0411
 FK0411.The modeled gravity was interpolated from observed gravity values.
 FK0411
 FK0411;                    North         East    Units  Estimated Accuracy
 FK0411;SPC OK S     -   216,450.      448,590.      MT  (+/- 180 meters Scaled)
 FK0411
 FK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME395035(NAD 83)
 FK0411
 FK0411                          SUPERSEDED SURVEY CONTROL
 FK0411
 FK0411  NGVD 29 (??/??/92)  553.855  (m)         1817.11   (f) ADJ UNCH    1 2
 FK0411
 FK0411.Superseded values are not recommended for survey control.
 FK0411
 FK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0411.See file dsdata.pdf to determine how the superseded data were derived.
 FK0411
 FK0411_MARKER: DB = BENCH MARK DISK
 FK0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0411_STAMPING: E 176 1953
 FK0411_MARK LOGO: CGS
 FK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0411+STABILITY: SURFACE MOTION
 FK0411
 FK0411  HISTORY     - Date     Condition        Report By
 FK0411  HISTORY     - 1953     MONUMENTED       CGS
 FK0411  HISTORY     - 19881107 MARK NOT FOUND   USPSQD
 FK0411
 FK0411                          STATION DESCRIPTION
 FK0411
 FK0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0411'2.2 MI SW FROM SAYRE.
 FK0411'2.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0411'RAILROAD FROM THE STATION AT SAYRE, 92 FEET SOUTH OF THE CENTER
 FK0411'OF A PRIVATE ROAD CROSSING, 45 FEET SOUTHEAST OF THE SOUTHEAST
 FK0411'RAIL, 43 FEET SOUTHWEST OF THE CENTER OF A STEEL GATE, 2.3
 FK0411'FEET NORTHWEST OF A FENCE, 2.7 FEET NORTHEAST OF A WITNESS
 FK0411'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 FK0411'ABOVE THE GROUND.
 FK0411
 FK0411                          STATION RECOVERY (1988)
 FK0411
 FK0411'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0440 ***********************************************************************
 FK0440  DESIGNATION -  E 177
 FK0440  PID         -  FK0440
 FK0440  STATE/COUNTY-  OK/BECKHAM
 FK0440  COUNTRY     -  US
 FK0440  USGS QUAD   -  TEXOLA (2018)
 FK0440
 FK0440                         *CURRENT SURVEY CONTROL
 FK0440  ______________________________________________________________________
 FK0440* NAD 83(1986) POSITION- 35 13 18.     (N) 099 59 35.     (W)   SCALED
 FK0440* NAVD 88 ORTHO HEIGHT -   655.336 (meters)     2150.05  (feet) ADJUSTED
 FK0440  ______________________________________________________________________
 FK0440  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 FK0440  DYNAMIC HEIGHT  -        654.669 (meters)     2147.86  (feet) COMP
 FK0440  MODELED GRAVITY -    979,595.2   (mgal)                       NAVD 88
 FK0440
 FK0440  VERT ORDER      -  FIRST     CLASS II
 FK0440
 FK0440.The horizontal coordinates were scaled from a map and have
 FK0440.an estimated accuracy of +/- 6 seconds.
 FK0440
 FK0440.The orthometric height was determined by differential leveling and
 FK0440.adjusted by the NATIONAL GEODETIC SURVEY
 FK0440.in June 1991.
 FK0440
 FK0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0440.GEOID18 height accuracy estimate available here.
 FK0440
 FK0440.Click photographs - Photos may exist for this station.
 FK0440
 FK0440.The dynamic height is computed by dividing the NAVD 88
 FK0440.geopotential number by the normal gravity value computed on the
 FK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0440.degrees latitude (g = 980.6199 gals.).
 FK0440
 FK0440.The modeled gravity was interpolated from observed gravity values.
 FK0440
 FK0440;                    North         East    Units  Estimated Accuracy
 FK0440;SPC OK S     -   211,260.      418,560.      MT  (+/- 180 meters Scaled)
 FK0440
 FK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD096980(NAD 83)
 FK0440
 FK0440                          SUPERSEDED SURVEY CONTROL
 FK0440
 FK0440  NGVD 29 (??/??/92)  655.096  (m)         2149.26   (f) ADJ UNCH    1 2
 FK0440
 FK0440.Superseded values are not recommended for survey control.
 FK0440
 FK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0440.See file dsdata.pdf to determine how the superseded data were derived.
 FK0440
 FK0440_MARKER: DB = BENCH MARK DISK
 FK0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0440_STAMPING: E 177 1953
 FK0440_MARK LOGO: CGS
 FK0440_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0440+STABILITY: SURFACE MOTION
 FK0440
 FK0440  HISTORY     - Date     Condition        Report By
 FK0440  HISTORY     - 1953     MONUMENTED       CGS
 FK0440  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0440
 FK0440                          STATION DESCRIPTION
 FK0440
 FK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0440'AT TEXOLA.
 FK0440'AT TEXOLA, 62.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FK0440'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 35 FEET SOUTH
 FK0440'OF THE SOUTH RAIL OF THE MAIN TRACK, 50 FEET NORTH OF THE CENTER
 FK0440'LINE OF A TRACK ROAD, 2.8 FEET EAST OF A WITNESS POST, SET IN THE
 FK0440'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND
 FK0440
 FK0440                          STATION RECOVERY (1987)
 FK0440
 FK0440'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0420 ***********************************************************************
 GG0420  DESIGNATION -  E 18
 GG0420  PID         -  GG0420
 GG0420  STATE/COUNTY-  OK/TULSA
 GG0420  COUNTRY     -  US
 GG0420  USGS QUAD   -  TULSA (2019)
 GG0420
 GG0420                         *CURRENT SURVEY CONTROL
 GG0420  ______________________________________________________________________
 GG0420* NAD 83(1986) POSITION- 36 09 47.     (N) 095 58 25.     (W)   SCALED
 GG0420* NAVD 88 ORTHO HEIGHT -   222.437 (meters)      729.78  (feet) ADJUSTED
 GG0420  ______________________________________________________________________
 GG0420  GEOID HEIGHT    -        -28.917 (meters)                     GEOID18
 GG0420  DYNAMIC HEIGHT  -        222.243 (meters)      729.14  (feet) COMP
 GG0420  MODELED GRAVITY -    979,754.9   (mgal)                       NAVD 88
 GG0420
 GG0420  VERT ORDER      -  FIRST     CLASS II
 GG0420
 GG0420.The horizontal coordinates were scaled from a map and have
 GG0420.an estimated accuracy of +/- 6 seconds.
 GG0420
 GG0420.The orthometric height was determined by differential leveling and
 GG0420.adjusted by the NATIONAL GEODETIC SURVEY
 GG0420.in June 1991.
 GG0420
 GG0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0420.GEOID18 height accuracy estimate available here.
 GG0420
 GG0420.Click photographs - Photos may exist for this station.
 GG0420
 GG0420.The dynamic height is computed by dividing the NAVD 88
 GG0420.geopotential number by the normal gravity value computed on the
 GG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0420.degrees latitude (g = 980.6199 gals.).
 GG0420
 GG0420.The modeled gravity was interpolated from observed gravity values.
 GG0420
 GG0420;                    North         East    Units  Estimated Accuracy
 GG0420;SPC OK N     -   130,950.      782,310.      MT  (+/- 180 meters Scaled)
 GG0420
 GG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA325061(NAD 83)
 GG0420
 GG0420                          SUPERSEDED SURVEY CONTROL
 GG0420
 GG0420  NGVD 29 (??/??/92)  222.316  (m)          729.38   (f) ADJ UNCH    1 2
 GG0420
 GG0420.Superseded values are not recommended for survey control.
 GG0420
 GG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0420.See file dsdata.pdf to determine how the superseded data were derived.
 GG0420
 GG0420_MARKER: DB = BENCH MARK DISK
 GG0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0420_STAMPING: E 18 1933
 GG0420_MARK LOGO: CGS
 GG0420_PROJECTION: FLUSH
 GG0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0420+STABILITY: SURFACE MOTION
 GG0420
 GG0420  HISTORY     - Date     Condition        Report By
 GG0420  HISTORY     - 1933     MONUMENTED       CGS
 GG0420  HISTORY     - 1959     GOOD             CGS
 GG0420  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0420
 GG0420                          STATION DESCRIPTION
 GG0420
 GG0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0420'IN TULSA.
 GG0420'ABOUT 1 MILE EAST ALONG THE ST. LOUIS - SAN FRANCISCO RAILWAY
 GG0420'FROM THE UNION STATION AT TULSA, TULSA COUNTY, ABOUT 55 YARDS
 GG0420'EAST OF THE EAST CURB OF NORTH QUAKER STREET, 95 FEET NORTH
 GG0420'OF THE NORTH RAIL OF THE NORTHERLY OF TWO MAIN TRACKS, 38 FEET
 GG0420'EAST OF A POWER-LINE POLE, AND 2 1/2 FEET SOUTHWEST OF A FENCE
 GG0420'CORNER.  A STANDARD DISK, STAMPED E 18 1933 AND SET IN THE TOP
 GG0420'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- LEVELS RUN
 GG0420'TO THIS MARK INDICATE THAT THE MARK DOES NOT FALL WITHIN
 GG0420'SECOND-ORDER ACCURACY REQUIREMENTS.  THE POST MAY HAVE BEEN
 GG0420'DISTURBED BY FREEZING ACTION, ALTHOUGH IT STILL REMAINS SOLID
 GG0420'IN THE GROUND.
 GG0420
 GG0420                          STATION RECOVERY (1994)
 GG0420
 GG0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0048 ***********************************************************************
 GJ0048  DESIGNATION -  E 180
 GJ0048  PID         -  GJ0048
 GJ0048  STATE/COUNTY-  OK/GRANT
 GJ0048  COUNTRY     -  US
 GJ0048  USGS QUAD   -  MANCHESTER (2018)
 GJ0048
 GJ0048                         *CURRENT SURVEY CONTROL
 GJ0048  ______________________________________________________________________
 GJ0048* NAD 83(1986) POSITION- 36 59 38.     (N) 098 02 04.     (W)   SCALED
 GJ0048* NAVD 88 ORTHO HEIGHT -   391.279 (meters)     1283.72  (feet) ADJUSTED
 GJ0048  ______________________________________________________________________
 GJ0048  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GJ0048  DYNAMIC HEIGHT  -        390.951 (meters)     1282.65  (feet) COMP
 GJ0048  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 GJ0048
 GJ0048  VERT ORDER      -  FIRST     CLASS II
 GJ0048
 GJ0048.The horizontal coordinates were scaled from a map and have
 GJ0048.an estimated accuracy of +/- 6 seconds.
 GJ0048
 GJ0048.The orthometric height was determined by differential leveling and
 GJ0048.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0048.in June 1991.
 GJ0048
 GJ0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0048.GEOID18 height accuracy estimate available here.
 GJ0048
 GJ0048.Click photographs - Photos may exist for this station.
 GJ0048
 GJ0048.The dynamic height is computed by dividing the NAVD 88
 GJ0048.geopotential number by the normal gravity value computed on the
 GJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0048.degrees latitude (g = 980.6199 gals.).
 GJ0048
 GJ0048.The modeled gravity was interpolated from observed gravity values.
 GJ0048
 GJ0048;                    North         East    Units  Estimated Accuracy
 GJ0048;SPC OK N     -   221,240.      596,930.      MT  (+/- 180 meters Scaled)
 GJ0048
 GJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF859946(NAD 83)
 GJ0048
 GJ0048                          SUPERSEDED SURVEY CONTROL
 GJ0048
 GJ0048  NGVD 29 (??/??/92)  391.158  (m)         1283.32   (f) ADJ UNCH    1 2
 GJ0048
 GJ0048.Superseded values are not recommended for survey control.
 GJ0048
 GJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0048.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0048
 GJ0048_MARKER: DB = BENCH MARK DISK
 GJ0048_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0048+WITH SETTING: PAVEMENT
 GJ0048_SP_SET: TOWER FOUNDATION
 GJ0048_STAMPING: E 180 1953
 GJ0048_MARK LOGO: CGS
 GJ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0048+STABILITY: SURFACE MOTION
 GJ0048
 GJ0048  HISTORY     - Date     Condition        Report By
 GJ0048  HISTORY     - 1953     MONUMENTED       CGS
 GJ0048  HISTORY     - 1985     GOOD             NGS
 GJ0048
 GJ0048                          STATION DESCRIPTION
 GJ0048
 GJ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GJ0048'AT MANCHESTER.
 GJ0048'AT MANCHESTER, GRANT COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 GJ0048'RAILWAY, 7 POLES SOUTH OF THE STATION, 3 POLES NORTH OF MILEPOST
 GJ0048'81, AT A ROAD CROSSING, 52 FEET SOUTH OF THE CENTER LINE OF THE
 GJ0048'EAST-AND-WEST ROAD, 52 FEET EAST OF THE EAST RAIL OF THE MAIN
 GJ0048'TRACK, AT THE WATER TOWER, IN THE TOP OF THE NORTH CORNER OF THE
 GJ0048'BASE OF THE NORTHWEST LEG, AND 0.8 FOOT ABOVE THE GROUND.  A
 GJ0048'STANDARD DISK, STAMPED E 180 1953.
 GJ0048
 GJ0048                          STATION RECOVERY (1985)
 GJ0048
 GJ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GJ0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0292 ***********************************************************************
 GH0292  DESIGNATION -  E 181
 GH0292  PID         -  GH0292
 GH0292  STATE/COUNTY-  OK/KAY
 GH0292  COUNTRY     -  US
 GH0292  USGS QUAD   -  KILDARE (2018)
 GH0292
 GH0292                         *CURRENT SURVEY CONTROL
 GH0292  ______________________________________________________________________
 GH0292* NAD 83(1986) POSITION- 36 50 21.     (N) 097 02 46.     (W)   SCALED
 GH0292* NAVD 88 ORTHO HEIGHT -   346.198 (meters)     1135.82  (feet) ADJUSTED
 GH0292  ______________________________________________________________________
 GH0292  GEOID HEIGHT    -        -28.990 (meters)                     GEOID18
 GH0292  DYNAMIC HEIGHT  -        345.901 (meters)     1134.84  (feet) COMP
 GH0292  MODELED GRAVITY -    979,764.2   (mgal)                       NAVD 88
 GH0292
 GH0292  VERT ORDER      -  SECOND    CLASS 0
 GH0292
 GH0292.The horizontal coordinates were scaled from a map and have
 GH0292.an estimated accuracy of +/- 6 seconds.
 GH0292
 GH0292.The orthometric height was determined by differential leveling and
 GH0292.adjusted by the NATIONAL GEODETIC SURVEY
 GH0292.in June 1991.
 GH0292
 GH0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0292.GEOID18 height accuracy estimate available here.
 GH0292
 GH0292.Click photographs - Photos may exist for this station.
 GH0292
 GH0292.The dynamic height is computed by dividing the NAVD 88
 GH0292.geopotential number by the normal gravity value computed on the
 GH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0292.degrees latitude (g = 980.6199 gals.).
 GH0292
 GH0292.The modeled gravity was interpolated from observed gravity values.
 GH0292
 GH0292;                    North         East    Units  Estimated Accuracy
 GH0292;SPC OK N     -   204,490.      685,090.      MT  (+/- 180 meters Scaled)
 GH0292
 GH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF742788(NAD 83)
 GH0292
 GH0292                          SUPERSEDED SURVEY CONTROL
 GH0292
 GH0292  NGVD 29 (??/??/92)  346.066  (m)         1135.38   (f) ADJ UNCH    2 0
 GH0292
 GH0292.Superseded values are not recommended for survey control.
 GH0292
 GH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0292.See file dsdata.pdf to determine how the superseded data were derived.
 GH0292
 GH0292_MARKER: DB = BENCH MARK DISK
 GH0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0292_STAMPING: E 181 1953
 GH0292_MARK LOGO: CGS
 GH0292_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0292+STABILITY: SURFACE MOTION
 GH0292
 GH0292  HISTORY     - Date     Condition        Report By
 GH0292  HISTORY     - 1953     MONUMENTED       CGS
 GH0292
 GH0292                          STATION DESCRIPTION
 GH0292
 GH0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0292'2 MI N FROM KILDARE.
 GH0292'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0292'FROM THE STATION SIGN AT KILDARE, AT A ROAD CROSSING, 45 FEET
 GH0292'EAST OF THE EAST RAIL, 47 FEET SOUTH OF THE CENTER LINE OF A
 GH0292'ROAD, 18 FEET SOUTH OF THE 2ND POLE NORTH OF MILEPOST 279, 1.5
 GH0292'FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE
 GH0292'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0258 ***********************************************************************
 GH0258  DESIGNATION -  E 182
 GH0258  PID         -  GH0258
 GH0258  STATE/COUNTY-  OK/KAY
 GH0258  COUNTRY     -  US
 GH0258  USGS QUAD   -  NEWKIRK (2018)
 GH0258
 GH0258                         *CURRENT SURVEY CONTROL
 GH0258  ______________________________________________________________________
 GH0258* NAD 83(1986) POSITION- 36 58 52.     (N) 097 02 28.     (W)   SCALED
 GH0258* NAVD 88 ORTHO HEIGHT -   345.551 (meters)     1133.70  (feet) ADJUSTED
 GH0258  ______________________________________________________________________
 GH0258  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 GH0258  DYNAMIC HEIGHT  -        345.258 (meters)     1132.73  (feet) COMP
 GH0258  MODELED GRAVITY -    979,774.2   (mgal)                       NAVD 88
 GH0258
 GH0258  VERT ORDER      -  SECOND    CLASS 0
 GH0258
 GH0258.The horizontal coordinates were scaled from a map and have
 GH0258.an estimated accuracy of +/- 6 seconds.
 GH0258
 GH0258.The orthometric height was determined by differential leveling and
 GH0258.adjusted by the NATIONAL GEODETIC SURVEY
 GH0258.in June 1991.
 GH0258
 GH0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0258.GEOID18 height accuracy estimate available here.
 GH0258
 GH0258.Click photographs - Photos may exist for this station.
 GH0258
 GH0258.The dynamic height is computed by dividing the NAVD 88
 GH0258.geopotential number by the normal gravity value computed on the
 GH0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0258.degrees latitude (g = 980.6199 gals.).
 GH0258
 GH0258.The modeled gravity was interpolated from observed gravity values.
 GH0258
 GH0258;                    North         East    Units  Estimated Accuracy
 GH0258;SPC OK N     -   220,240.      685,380.      MT  (+/- 180 meters Scaled)
 GH0258
 GH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF743945(NAD 83)
 GH0258
 GH0258                          SUPERSEDED SURVEY CONTROL
 GH0258
 GH0258  NGVD 29 (??/??/92)  345.429  (m)         1133.30   (f) ADJ UNCH    2 0
 GH0258
 GH0258.Superseded values are not recommended for survey control.
 GH0258
 GH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0258.See file dsdata.pdf to determine how the superseded data were derived.
 GH0258
 GH0258_MARKER: DB = BENCH MARK DISK
 GH0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0258_STAMPING: E 182 1953
 GH0258_MARK LOGO: CGS
 GH0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0258+STABILITY: SURFACE MOTION
 GH0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0258+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 GH0258
 GH0258  HISTORY     - Date     Condition        Report By
 GH0258  HISTORY     - 1953     MONUMENTED       CGS
 GH0258  HISTORY     - 20070820 GOOD             AIRDAT
 GH0258
 GH0258                          STATION DESCRIPTION
 GH0258
 GH0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0258'6.8 MI N FROM NEWKIRK.
 GH0258'6.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0258'FROM THE STATION AT NEWKIRK, ACROSS THE TRACK FROM MILEPOST 269,
 GH0258'39 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 87 FEET WEST
 GH0258'OF THE WEST RAIL OF THE MAIN TRACK, 3.5 FEET SOUTH OF A WITNESS
 GH0258'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GH0258'ABOVE THE GROUND.
 GH0258
 GH0258                          STATION RECOVERY (2007)
 GH0258
 GH0258'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 GH0258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0542 ***********************************************************************
 GH0542  DESIGNATION -  E 184
 GH0542  PID         -  GH0542
 GH0542  STATE/COUNTY-  OK/GARFIELD
 GH0542  COUNTRY     -  US
 GH0542  USGS QUAD   -  ENID WEST (2018)
 GH0542
 GH0542                         *CURRENT SURVEY CONTROL
 GH0542  ______________________________________________________________________
 GH0542* NAD 83(1986) POSITION- 36 28 02.54   (N) 097 59 49.85   (W)   HD_HELD1
 GH0542* NAVD 88 ORTHO HEIGHT -   411.453 (meters)     1349.91  (feet) ADJUSTED
 GH0542  ______________________________________________________________________
 GH0542  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 GH0542  DYNAMIC HEIGHT  -        411.091 (meters)     1348.72  (feet) COMP
 GH0542  MODELED GRAVITY -    979,738.3   (mgal)                       NAVD 88
 GH0542
 GH0542  VERT ORDER      -  FIRST     CLASS II
 GH0542
 GH0542.The horizontal coordinates were determined by differentially corrected
 GH0542.hand held GPS observations or other comparable positioning techniques
 GH0542.and have an estimated accuracy of +/- 3 meters.
 GH0542
 GH0542.The orthometric height was determined by differential leveling and
 GH0542.adjusted by the NATIONAL GEODETIC SURVEY
 GH0542.in June 1991.
 GH0542
 GH0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0542.GEOID18 height accuracy estimate available here.
 GH0542
 GH0542.Click photographs - Photos may exist for this station.
 GH0542
 GH0542.The dynamic height is computed by dividing the NAVD 88
 GH0542.geopotential number by the normal gravity value computed on the
 GH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0542.degrees latitude (g = 980.6199 gals.).
 GH0542
 GH0542.The modeled gravity was interpolated from observed gravity values.
 GH0542
 GH0542;                    North         East    Units  Estimated Accuracy
 GH0542;SPC OK N     -   162,811.1     600,252.7     MT  (+/- 3 meters HH1 GPS) 
 GH0542
 GH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8984636256(NAD 83)
 GH0542
 GH0542                          SUPERSEDED SURVEY CONTROL
 GH0542
 GH0542  NGVD 29 (??/??/92)  411.310  (m)         1349.44   (f) ADJ UNCH    1 2
 GH0542
 GH0542.Superseded values are not recommended for survey control.
 GH0542
 GH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0542.See file dsdata.pdf to determine how the superseded data were derived.
 GH0542
 GH0542_MARKER: DB = BENCH MARK DISK
 GH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0542_STAMPING: E 184 1953
 GH0542_MARK LOGO: CGS
 GH0542_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0542+STABILITY: SURFACE MOTION
 GH0542
 GH0542  HISTORY     - Date     Condition        Report By
 GH0542  HISTORY     - 1953     MONUMENTED       CGS
 GH0542  HISTORY     - 20160613 POOR             INDIV
 GH0542
 GH0542                          STATION DESCRIPTION
 GH0542
 GH0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0542'1.6 MI SE FROM CARRIER.
 GH0542'1.6 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 GH0542'FROM THE STATION AT CARRIER, AT A ROAD CROSSING, 2 POLES SOUTHEAST
 GH0542'OF MILEPOST 553, 50 FEET WEST OF THE CENTER LINE OF A ROAD,
 GH0542'42 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET NORTHWEST OF
 GH0542'A TELEPHONE POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 GH0542'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0542'GROUND.
 GH0542
 GH0542                          STATION RECOVERY (2016)
 GH0542
 GH0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (AJG)
 GH0542'THE CONCRETE SETTING WAS FOUND IN PLACE WITH VISIBLE DAMAGE ON THE
 GH0542'SOUTH SIDE. THE DISC WAS MISSING AND APPEARED TO HAVE BEEN DISLODGED
 GH0542'FROM ITS SETTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0558 ***********************************************************************
 FJ0558  DESIGNATION -  E 185
 FJ0558  PID         -  FJ0558
 FJ0558  STATE/COUNTY-  OK/KINGFISHER
 FJ0558  COUNTRY     -  US
 FJ0558  USGS QUAD   -  KINGFISHER (2018)
 FJ0558
 FJ0558                         *CURRENT SURVEY CONTROL
 FJ0558  ______________________________________________________________________
 FJ0558* NAD 83(1986) POSITION- 35 45 30.     (N) 097 57 37.     (W)   SCALED
 FJ0558* NAVD 88 ORTHO HEIGHT -   360.635 (meters)     1183.18  (feet) ADJUSTED
 FJ0558  ______________________________________________________________________
 FJ0558  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 FJ0558  DYNAMIC HEIGHT  -        360.301 (meters)     1182.09  (feet) COMP
 FJ0558  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FJ0558
 FJ0558  VERT ORDER      -  FIRST     CLASS II
 FJ0558
 FJ0558.The horizontal coordinates were scaled from a map and have
 FJ0558.an estimated accuracy of +/- 6 seconds.
 FJ0558
 FJ0558.The orthometric height was determined by differential leveling and
 FJ0558.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0558.in June 1991.
 FJ0558
 FJ0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0558.GEOID18 height accuracy estimate available here.
 FJ0558
 FJ0558.Click photographs - Photos may exist for this station.
 FJ0558
 FJ0558.The dynamic height is computed by dividing the NAVD 88
 FJ0558.geopotential number by the normal gravity value computed on the
 FJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0558.degrees latitude (g = 980.6199 gals.).
 FJ0558
 FJ0558.The modeled gravity was interpolated from observed gravity values.
 FJ0558
 FJ0558;                    North         East    Units  Estimated Accuracy
 FJ0558;SPC OK N     -    84,140.      603,590.      MT  (+/- 180 meters Scaled)
 FJ0558
 FJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE939576(NAD 83)
 FJ0558
 FJ0558                          SUPERSEDED SURVEY CONTROL
 FJ0558
 FJ0558  NGVD 29 (??/??/92)  360.487  (m)         1182.70   (f) SUPERSEDED  1 2
 FJ0558  NGVD 29 (04/22/92)  360.480  (m)         1182.67   (f) ADJUSTED    1 2
 FJ0558
 FJ0558.Superseded values are not recommended for survey control.
 FJ0558
 FJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0558.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0558
 FJ0558_MARKER: DB = BENCH MARK DISK
 FJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0558_STAMPING: E 185 1953
 FJ0558_MARK LOGO: CGS
 FJ0558_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0558+STABILITY: SURFACE MOTION
 FJ0558
 FJ0558  HISTORY     - Date     Condition        Report By
 FJ0558  HISTORY     - 1953     MONUMENTED       CGS
 FJ0558  HISTORY     - 1985     GOOD             NGS
 FJ0558  HISTORY     - 20191211 MARK NOT FOUND   OKDOT
 FJ0558
 FJ0558                          STATION DESCRIPTION
 FJ0558
 FJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0558'2.5 MI N FROM OKARCHE.
 FJ0558'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0558'FROM THE STATION AT OKARCHE, 76 FEET EAST OF THE CENTER LINE OF
 FJ0558'U.S. HIGHWAY 81, 46 FEET WEST OF THE WEST RAIL, 34 FEET SOUTH OF
 FJ0558'THE 1ST POLE NORTH OF MILEPOST 386, 2 FEET NORTH OF A WITNESS
 FJ0558'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FJ0558'ABOVE THE GROUND.
 FJ0558
 FJ0558                          STATION RECOVERY (1985)
 FJ0558
 FJ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0558'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.01 KM (2.49
 FJ0558'MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF OKLAHOMA AVENUE AT
 FJ0558'OKARCHE, IN TOP OF A LOW CUT, 0.43 KM (0.27 MI) NORTH OF THE T
 FJ0558'JUNCTION OF A PAVED SECTION LINE ROAD LEADING EAST, 23.2 METERS (76
 FJ0558'FT) EAST OF THE CENTER OF THE NORTH BOUND LANES, 14.0 METERS (46 FT)
 FJ0558'WEST OF THE WEST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0558'RAILROAD, 10.4 METERS (34 FT) NORTH OF THE FIRST TELEPHONE POLE NORTH
 FJ0558'OF RAILROAD MILEPOLE 386 AND 3.7 METERS (12 FT) EAST OF THE RIGHT OF
 FJ0558'WAY FENCE.
 FJ0558'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0558'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FJ0558
 FJ0558                          STATION RECOVERY (2019)
 FJ0558
 FJ0558'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (DM)
 FJ0558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0467 ***********************************************************************
 FJ0467  DESIGNATION -  E 186
 FJ0467  PID         -  FJ0467
 FJ0467  STATE/COUNTY-  OK/CANADIAN
 FJ0467  COUNTRY     -  US
 FJ0467  USGS QUAD   -  UNION CITY (2018)
 FJ0467
 FJ0467                         *CURRENT SURVEY CONTROL
 FJ0467  ______________________________________________________________________
 FJ0467* NAD 83(1986) POSITION- 35 26 58.     (N) 097 57 07.     (W)   SCALED
 FJ0467* NAVD 88 ORTHO HEIGHT -   424.041 (meters)     1391.21  (feet) POSTED
 FJ0467  ______________________________________________________________________
 FJ0467  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ0467  DYNAMIC HEIGHT  -        423.62  (meters)     1389.8   (feet) COMP
 FJ0467  MODELED GRAVITY -    979,636.9   (mgal)                       NAVD 88
 FJ0467
 FJ0467  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0467
 FJ0467.The horizontal coordinates were scaled from a map and have
 FJ0467.an estimated accuracy of +/- 6 seconds.
 FJ0467
 FJ0467.The orthometric height was determined by differential leveling
 FJ0467.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0467
 FJ0467.* This is a POSTED BENCH MARK height.
 FJ0467
 FJ0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0467.GEOID18 height accuracy estimate available here.
 FJ0467
 FJ0467.Click photographs - Photos may exist for this station.
 FJ0467
 FJ0467.The dynamic height is computed by dividing the NAVD 88
 FJ0467.geopotential number by the normal gravity value computed on the
 FJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0467.degrees latitude (g = 980.6199 gals.).
 FJ0467
 FJ0467.The modeled gravity was interpolated from observed gravity values.
 FJ0467
 FJ0467;                    North         East    Units  Estimated Accuracy
 FJ0467;SPC OK N     -    49,870.      604,360.      MT  (+/- 180 meters Scaled)
 FJ0467
 FJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE951233(NAD 83)
 FJ0467
 FJ0467                          SUPERSEDED SURVEY CONTROL
 FJ0467
 FJ0467  NGVD 29 (??/??/92)  423.861  (m)         1390.62   (f) ADJ UNCH    1 2
 FJ0467
 FJ0467.Superseded values are not recommended for survey control.
 FJ0467
 FJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0467.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0467
 FJ0467_MARKER: DB = BENCH MARK DISK
 FJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0467_STAMPING: E 186 1953
 FJ0467_MARK LOGO: CGS
 FJ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0467+STABILITY: SURFACE MOTION
 FJ0467
 FJ0467  HISTORY     - Date     Condition        Report By
 FJ0467  HISTORY     - 1953     MONUMENTED       CGS
 FJ0467  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0467
 FJ0467                          STATION DESCRIPTION
 FJ0467
 FJ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0467'5.7 MI S FROM EL RENO.
 FJ0467'5.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0467'RAILROAD FROM THE STATION AT EL RENO, AT A ROAD CROSSING, 115
 FJ0467'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 50 FEET
 FJ0467'WEST OF THE WEST RAIL, 45 FEET EAST OF A POWER POLE, 45 FEET
 FJ0467'SOUTHWEST OF THE STATION SIGN AT POWERS SIDING, 9 FEET SOUTHWEST
 FJ0467'OF A TELEPHONE POLE, 2.5 FEET NORTH OF A WITNESS POST, SET IN
 FJ0467'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FJ0467'GROUND.
 FJ0467
 FJ0467                          STATION RECOVERY (1986)
 FJ0467
 FJ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0441 ***********************************************************************
 FJ0441  DESIGNATION -  E 187
 FJ0441  PID         -  FJ0441
 FJ0441  STATE/COUNTY-  OK/GRADY
 FJ0441  COUNTRY     -  US
 FJ0441  USGS QUAD   -  POCASSET (2018)
 FJ0441
 FJ0441                         *CURRENT SURVEY CONTROL
 FJ0441  ______________________________________________________________________
 FJ0441* NAD 83(1986) POSITION- 35 13 58.     (N) 097 56 55.     (W)   SCALED
 FJ0441* NAVD 88 ORTHO HEIGHT -   377.108 (meters)     1237.23  (feet) POSTED
 FJ0441  ______________________________________________________________________
 FJ0441  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 FJ0441  DYNAMIC HEIGHT  -        376.73  (meters)     1236.0   (feet) COMP
 FJ0441  MODELED GRAVITY -    979,623.1   (mgal)                       NAVD 88
 FJ0441
 FJ0441  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0441
 FJ0441.The horizontal coordinates were scaled from a map and have
 FJ0441.an estimated accuracy of +/- 6 seconds.
 FJ0441
 FJ0441.The orthometric height was determined by differential leveling
 FJ0441.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0441
 FJ0441.* This is a POSTED BENCH MARK height.
 FJ0441
 FJ0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0441.GEOID18 height accuracy estimate available here.
 FJ0441
 FJ0441.Click photographs - Photos may exist for this station.
 FJ0441
 FJ0441.The dynamic height is computed by dividing the NAVD 88
 FJ0441.geopotential number by the normal gravity value computed on the
 FJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0441.degrees latitude (g = 980.6199 gals.).
 FJ0441
 FJ0441.The modeled gravity was interpolated from observed gravity values.
 FJ0441
 FJ0441;                    North         East    Units  Estimated Accuracy
 FJ0441;SPC OK S     -   210,700.      604,680.      MT  (+/- 180 meters Scaled)
 FJ0441
 FJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956993(NAD 83)
 FJ0441
 FJ0441                          SUPERSEDED SURVEY CONTROL
 FJ0441
 FJ0441  NGVD 29 (??/??/92)  376.958  (m)         1236.74   (f) ADJ UNCH    1 2
 FJ0441
 FJ0441.Superseded values are not recommended for survey control.
 FJ0441
 FJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0441.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0441
 FJ0441_MARKER: DB = BENCH MARK DISK
 FJ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0441_STAMPING: E 187 1953
 FJ0441_MARK LOGO: CGS
 FJ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0441+STABILITY: SURFACE MOTION
 FJ0441
 FJ0441  HISTORY     - Date     Condition        Report By
 FJ0441  HISTORY     - 1953     MONUMENTED       CGS
 FJ0441  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0441
 FJ0441                          STATION DESCRIPTION
 FJ0441
 FJ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0441'2.4 MI N FROM POCASSET.
 FJ0441'2.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0441'RAILROAD FROM THE STATION AT POCASSET, AT A ROAD CROSSING,
 FJ0441'60 FEET NORTH OF THE CENTER LINE OF A ROAD, 45 FEET EAST OF
 FJ0441'THE EAST RAIL, 36 FEET NORTH OF A TELEPHONE POLE, 3 FEET WEST
 FJ0441'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 FJ0441'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0441
 FJ0441                          STATION RECOVERY (1986)
 FJ0441
 FJ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0484 ***********************************************************************
 FJ0484  DESIGNATION -  E 188
 FJ0484  PID         -  FJ0484
 FJ0484  STATE/COUNTY-  OK/GRADY
 FJ0484  COUNTRY     -  US
 FJ0484  USGS QUAD   -  TABLER (2018)
 FJ0484
 FJ0484                         *CURRENT SURVEY CONTROL
 FJ0484  ______________________________________________________________________
 FJ0484* NAD 83(1986) POSITION- 35 02 39.     (N) 097 50 31.     (W)   SCALED
 FJ0484* NAVD 88 ORTHO HEIGHT -   334.724 (meters)     1098.17  (feet) ADJUSTED
 FJ0484  ______________________________________________________________________
 FJ0484  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 FJ0484  DYNAMIC HEIGHT  -        334.393 (meters)     1097.09  (feet) COMP
 FJ0484  MODELED GRAVITY -    979,637.2   (mgal)                       NAVD 88
 FJ0484
 FJ0484  VERT ORDER      -  FIRST     CLASS II
 FJ0484
 FJ0484.The horizontal coordinates were scaled from a map and have
 FJ0484.an estimated accuracy of +/- 6 seconds.
 FJ0484
 FJ0484.The orthometric height was determined by differential leveling and
 FJ0484.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0484.in June 1991.
 FJ0484
 FJ0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0484.GEOID18 height accuracy estimate available here.
 FJ0484
 FJ0484.Click photographs - Photos may exist for this station.
 FJ0484
 FJ0484.The dynamic height is computed by dividing the NAVD 88
 FJ0484.geopotential number by the normal gravity value computed on the
 FJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0484.degrees latitude (g = 980.6199 gals.).
 FJ0484
 FJ0484.The modeled gravity was interpolated from observed gravity values.
 FJ0484
 FJ0484;                    North         East    Units  Estimated Accuracy
 FJ0484;SPC OK S     -   189,790.      614,420.      MT  (+/- 180 meters Scaled)
 FJ0484
 FJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD056785(NAD 83)
 FJ0484
 FJ0484                          SUPERSEDED SURVEY CONTROL
 FJ0484
 FJ0484  NGVD 29 (??/??/92)  334.613  (m)         1097.81   (f) ADJ UNCH    1 2
 FJ0484
 FJ0484.Superseded values are not recommended for survey control.
 FJ0484
 FJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0484.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0484
 FJ0484_MARKER: DB = BENCH MARK DISK
 FJ0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0484_SP_SET: CULVERT HEADWALL
 FJ0484_STAMPING: E 188 1953
 FJ0484_MARK LOGO: CGS
 FJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0484+STABILITY: SURFACE MOTION
 FJ0484
 FJ0484  HISTORY     - Date     Condition        Report By
 FJ0484  HISTORY     - 1953     MONUMENTED       CGS
 FJ0484
 FJ0484                          STATION DESCRIPTION
 FJ0484
 FJ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0484'5.2 MI E FROM CHICKASHA.
 FJ0484'5.2 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0484'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, 15 FEET NORTH
 FJ0484'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 FJ0484'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0755 ***********************************************************************
 FH0755  DESIGNATION -  E 19
 FH0755  PID         -  FH0755
 FH0755  STATE/COUNTY-  OK/OKMULGEE
 FH0755  COUNTRY     -  US
 FH0755  USGS QUAD   -  HENRYETTA (2018)
 FH0755
 FH0755                         *CURRENT SURVEY CONTROL
 FH0755  ______________________________________________________________________
 FH0755* NAD 83(1986) POSITION- 35 28 53.     (N) 095 57 34.     (W)   SCALED
 FH0755* NAVD 88 ORTHO HEIGHT -   200.356 (meters)      657.33  (feet) ADJUSTED
 FH0755  ______________________________________________________________________
 FH0755  GEOID HEIGHT    -        -29.165 (meters)                     GEOID18
 FH0755  DYNAMIC HEIGHT  -        200.168 (meters)      656.72  (feet) COMP
 FH0755  MODELED GRAVITY -    979,691.4   (mgal)                       NAVD 88
 FH0755
 FH0755  VERT ORDER      -  FIRST     CLASS II
 FH0755
 FH0755.The horizontal coordinates were scaled from a map and have
 FH0755.an estimated accuracy of +/- 6 seconds.
 FH0755
 FH0755.The orthometric height was determined by differential leveling and
 FH0755.adjusted by the NATIONAL GEODETIC SURVEY
 FH0755.in June 1991.
 FH0755
 FH0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0755.GEOID18 height accuracy estimate available here.
 FH0755
 FH0755.Click photographs - Photos may exist for this station.
 FH0755
 FH0755.The dynamic height is computed by dividing the NAVD 88
 FH0755.geopotential number by the normal gravity value computed on the
 FH0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0755.degrees latitude (g = 980.6199 gals.).
 FH0755
 FH0755.The modeled gravity was interpolated from observed gravity values.
 FH0755
 FH0755;                    North         East    Units  Estimated Accuracy
 FH0755;SPC OK N     -    55,360.      785,170.      MT  (+/- 180 meters Scaled)
 FH0755
 FH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV314304(NAD 83)
 FH0755
 FH0755                          SUPERSEDED SURVEY CONTROL
 FH0755
 FH0755  NGVD 29 (??/??/92)  200.237  (m)          656.94   (f) ADJ UNCH    1 2
 FH0755
 FH0755.Superseded values are not recommended for survey control.
 FH0755
 FH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0755.See file dsdata.pdf to determine how the superseded data were derived.
 FH0755
 FH0755_MARKER: DB = BENCH MARK DISK
 FH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0755_STAMPING: E 19 1933
 FH0755_MARK LOGO: CGS
 FH0755_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0755+STABILITY: SURFACE MOTION
 FH0755
 FH0755  HISTORY     - Date     Condition        Report By
 FH0755  HISTORY     - 1933     MONUMENTED       CGS
 FH0755  HISTORY     - 1962     MARK NOT FOUND   CGS
 FH0755
 FH0755                          STATION DESCRIPTION
 FH0755
 FH0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0755'2.7 MI S FROM HENRYETTA.
 FH0755'ABOUT 2.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0755'THE STATION AT SCHULTER, OKMULGEE COUNTY, ABOUT 10 POLES NORTH OF THE
 FH0755'ATLAS COAL LINE, 42 FEET NORTH OF A MINE ROAD CROSSISNG, AND 41 FEET
 FH0755'WEST OF THE WEST RAIL OF THE MAIN TRACK. A STANDARD DISK, STAMPED
 FH0755''E 19 1933' AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FH0755'6 INCHES ABOVE THE GROUND.
 FH0755
 FH0755                          STATION RECOVERY (1962)
 FH0755
 FH0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FH0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0664 ***********************************************************************
 FJ0664  DESIGNATION -  E 192
 FJ0664  PID         -  FJ0664
 FJ0664  STATE/COUNTY-  OK/CANADIAN
 FJ0664  COUNTRY     -  US
 FJ0664  USGS QUAD   -  RICHLAND (2018)
 FJ0664
 FJ0664                         *CURRENT SURVEY CONTROL
 FJ0664  ______________________________________________________________________
 FJ0664* NAD 83(1986) POSITION- 35 30 29.59   (N) 097 51 26.59   (W)   HD_HELD1
 FJ0664* NAVD 88 ORTHO HEIGHT -   394.401 (meters)     1293.96  (feet) ADJUSTED
 FJ0664  ______________________________________________________________________
 FJ0664  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 FJ0664  DYNAMIC HEIGHT  -        394.018 (meters)     1292.71  (feet) COMP
 FJ0664  MODELED GRAVITY -    979,651.0   (mgal)                       NAVD 88
 FJ0664
 FJ0664  VERT ORDER      -  FIRST     CLASS II
 FJ0664
 FJ0664.The horizontal coordinates were determined by differentially corrected
 FJ0664.hand held GPS observations or other comparable positioning techniques
 FJ0664.and have an estimated accuracy of +/- 3 meters.
 FJ0664
 FJ0664.The orthometric height was determined by differential leveling and
 FJ0664.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0664.in August 1994.
 FJ0664
 FJ0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0664.GEOID18 height accuracy estimate available here.
 FJ0664
 FJ0664.Click photographs - Photos may exist for this station.
 FJ0664
 FJ0664.The dynamic height is computed by dividing the NAVD 88
 FJ0664.geopotential number by the normal gravity value computed on the
 FJ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0664.degrees latitude (g = 980.6199 gals.).
 FJ0664
 FJ0664.The modeled gravity was interpolated from observed gravity values.
 FJ0664
 FJ0664;                    North         East    Units  Estimated Accuracy
 FJ0664;SPC OK N     -    56,398.2     612,938.1     MT  (+/- 3 meters HH1 GPS) 
 FJ0664
 FJ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0361830005(NAD 83)
 FJ0664
 FJ0664                          SUPERSEDED SURVEY CONTROL
 FJ0664
 FJ0664  NAVD 88 (??/??/92)  394.416  (m)         1294.01   (f) POSTED      3  
 FJ0664
 FJ0664.Superseded values are not recommended for survey control.
 FJ0664
 FJ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0664.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0664
 FJ0664_MARKER: I = METAL ROD
 FJ0664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0664_STAMPING: E 192 1984
 FJ0664_MARK LOGO: NGS
 FJ0664_PROJECTION: FLUSH
 FJ0664_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0664+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 FJ0664_ROD/PIPE-DEPTH: 15.8 meters
 FJ0664
 FJ0664  HISTORY     - Date     Condition        Report By
 FJ0664  HISTORY     - 1984     MONUMENTED       NGS
 FJ0664  HISTORY     - 1988     GOOD             USPSQD
 FJ0664  HISTORY     - 1989     GOOD             USPSQD
 FJ0664  HISTORY     - 1990     GOOD             USPSQD
 FJ0664  HISTORY     - 19940112 GOOD             NGS
 FJ0664  HISTORY     - 20040630 GOOD             USPSQD
 FJ0664
 FJ0664                          STATION DESCRIPTION
 FJ0664
 FJ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0664'8.7 KM (5.45 MI) WEST FROM YUKON.
 FJ0664'THE MARK IS 0.4 M BELOW HIGHWAY 66.
 FJ0664'8.7 KM (5.45 MI) WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0664'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, ALSO 1.4 KM
 FJ0664'(0.9 MI) SOUTH ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE IN EL RENO,
 FJ0664'THENCE 4.7 KM (2.95 MI) EAST ALONG EAST ELM STREET, THENCE 1.6 KM
 FJ0664'(1.0 MI) SOUTH ALONG RICH VALLEY ROAD, THENCE 4.0 KM (2.5 MI) EAST
 FJ0664'ALONG U.S. HIGHWAY 66, 30.32 METERS (99.5 FT) NORTH OF THE CENTER OF
 FJ0664'THE MEDIAN OF U.S. HIGHWAY 66, 19.96 METERS (65.5 FT) EAST OF THE
 FJ0664'EXTENDED CENTER OF A LONG GRAVELED DRIVEWAY LEADING SOUTH,
 FJ0664'13.56 METERS (44.5 FT) EAST OF A POWERLINE POLE WITH A STREET LIGHT,
 FJ0664'0.73 METERS (2.4 FT) WEST OF A POWERLINE POLE, AND 0.21 METERS
 FJ0664'(0.7 FT) SOUTH OF A FENCE LINE.
 FJ0664'THE MARK IS 0.27 METERS  E FROM A WITNESS POST.
 FJ0664
 FJ0664                          STATION RECOVERY (1988)
 FJ0664
 FJ0664'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0664'RECOVERED IN GOOD CONDITION.
 FJ0664
 FJ0664                          STATION RECOVERY (1989)
 FJ0664
 FJ0664'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0664'RECOVERED IN GOOD CONDITION.
 FJ0664
 FJ0664                          STATION RECOVERY (1990)
 FJ0664
 FJ0664'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0664'RECOVERED IN GOOD CONDITION.
 FJ0664
 FJ0664                          STATION RECOVERY (1994)
 FJ0664
 FJ0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0664'8.7 KM (5.40 MI) WESTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0664'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, 24.7 M (81.0 FT) NORTH
 FJ0664'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 20.0 M
 FJ0664'(65.6 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING SOUTH,
 FJ0664'1.6 M (5.2 FT) EAST OF A UTILITY POLE WITH 4 GUY CABLES, 0.3 M
 FJ0664'(1.0 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 FJ0664'OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO
 FJ0664'THEN DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0664
 FJ0664                          STATION RECOVERY (2004)
 FJ0664
 FJ0664'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0694 ***********************************************************************
 FJ0694  DESIGNATION -  E 193
 FJ0694  PID         -  FJ0694
 FJ0694  STATE/COUNTY-  OK/OKLAHOMA
 FJ0694  COUNTRY     -  US
 FJ0694  USGS QUAD   -  CHOCTAW (2018)
 FJ0694
 FJ0694                         *CURRENT SURVEY CONTROL
 FJ0694  ______________________________________________________________________
 FJ0694* NAD 83(1986) POSITION- 35 29 33.     (N) 097 21 11.     (W)   SCALED
 FJ0694* NAVD 88 ORTHO HEIGHT -   378.708 (meters)     1242.48  (feet) ADJUSTED
 FJ0694  ______________________________________________________________________
 FJ0694  GEOID HEIGHT    -        -27.067 (meters)                     GEOID18
 FJ0694  DYNAMIC HEIGHT  -        378.348 (meters)     1241.30  (feet) COMP
 FJ0694  MODELED GRAVITY -    979,672.4   (mgal)                       NAVD 88
 FJ0694
 FJ0694  VERT ORDER      -  FIRST     CLASS II
 FJ0694
 FJ0694.The horizontal coordinates were scaled from a map and have
 FJ0694.an estimated accuracy of +/- 6 seconds.
 FJ0694
 FJ0694.The orthometric height was determined by differential leveling and
 FJ0694.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0694.in August 1994.
 FJ0694
 FJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0694.GEOID18 height accuracy estimate available here.
 FJ0694
 FJ0694.Click photographs - Photos may exist for this station.
 FJ0694
 FJ0694.The dynamic height is computed by dividing the NAVD 88
 FJ0694.geopotential number by the normal gravity value computed on the
 FJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0694.degrees latitude (g = 980.6199 gals.).
 FJ0694
 FJ0694.The modeled gravity was interpolated from observed gravity values.
 FJ0694
 FJ0694;                    North         East    Units  Estimated Accuracy
 FJ0694;SPC OK N     -    54,840.      658,700.      MT  (+/- 180 meters Scaled)
 FJ0694
 FJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE493289(NAD 83)
 FJ0694
 FJ0694                          SUPERSEDED SURVEY CONTROL
 FJ0694
 FJ0694  NAVD 88 (06/15/91)  378.772  (m)         1242.69   (f) SUPERSEDED  1 2
 FJ0694
 FJ0694.Superseded values are not recommended for survey control.
 FJ0694
 FJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0694.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0694
 FJ0694_MARKER: I = METAL ROD
 FJ0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0694_STAMPING: E 193 1984
 FJ0694_MARK LOGO: NGS
 FJ0694_PROJECTION: FLUSH
 FJ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0694_ROD/PIPE-DEPTH: 3.4 meters
 FJ0694
 FJ0694  HISTORY     - Date     Condition        Report By
 FJ0694  HISTORY     - 1984     MONUMENTED       NGS
 FJ0694  HISTORY     - 1988     GOOD             USPSQD
 FJ0694  HISTORY     - 1989     GOOD             USPSQD
 FJ0694  HISTORY     - 1990     GOOD             USPSQD
 FJ0694  HISTORY     - 20010914 GOOD             INDIV
 FJ0694  HISTORY     - 20230321 MARK NOT FOUND   OKDOT
 FJ0694
 FJ0694                          STATION DESCRIPTION
 FJ0694
 FJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0694'13.9 KM (8.6 MI) EAST FROM OKLAHOMA CITY.
 FJ0694'13.9 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0694'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, AT THE JUNCTION OF
 FJ0694'POST ROAD, 46.6 METERS (153.0 FT) SOUTH OF THE SOUTH CURB OF HIGHWAY
 FJ0694'62 EASTBOUND LANES, 10.9 METERS (35.6 FT) EAST OF THE CENTERLINE OF
 FJ0694'POST ROAD, 23.1 METERS (75.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 FJ0694'THE CORNER LOUNGE, 0.61 METERS (2.0 FT) NORTH OF A POWERLINE POLE WITH
 FJ0694'A TRANSFORMER, 1.3 METERS (4.3 FT) NORTHEAST OF A TELEPHONE JUNCTION
 FJ0694'BOX.  NOTE, ROD DRIVEN TO SUDDEN REFUSAL.
 FJ0694'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FJ0694'THE MARK IS 0.31 M ABOVE POST ROAD.
 FJ0694
 FJ0694                          STATION RECOVERY (1988)
 FJ0694
 FJ0694'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0694'RECOVERED IN GOOD CONDITION.
 FJ0694
 FJ0694                          STATION RECOVERY (1989)
 FJ0694
 FJ0694'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0694'RECOVERED IN GOOD CONDITION.
 FJ0694
 FJ0694                          STATION RECOVERY (1990)
 FJ0694
 FJ0694'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0694'RECOVERED IN GOOD CONDITION.
 FJ0694
 FJ0694                          STATION RECOVERY (2001)
 FJ0694
 FJ0694'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0694'RECOVERED IN GOOD CONDITION.
 FJ0694
 FJ0694                          STATION RECOVERY (2023)
 FJ0694
 FJ0694'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0720 ***********************************************************************
 FJ0720  DESIGNATION -  E 194
 FJ0720  PID         -  FJ0720
 FJ0720  STATE/COUNTY-  OK/LINCOLN
 FJ0720  COUNTRY     -  US
 FJ0720  USGS QUAD   -  MEEKER (2018)
 FJ0720
 FJ0720                         *CURRENT SURVEY CONTROL
 FJ0720  ______________________________________________________________________
 FJ0720* NAD 83(1986) POSITION- 35 30 24.66   (N) 096 59 07.64   (W)   HD_HELD1
 FJ0720* NAVD 88 ORTHO HEIGHT -   278.891 (meters)      914.99  (feet) ADJUSTED
 FJ0720  ______________________________________________________________________
 FJ0720  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 FJ0720  DYNAMIC HEIGHT  -        278.629 (meters)      914.14  (feet) COMP
 FJ0720  MODELED GRAVITY -    979,687.4   (mgal)                       NAVD 88
 FJ0720
 FJ0720  VERT ORDER      -  FIRST     CLASS II
 FJ0720
 FJ0720.The horizontal coordinates were determined by differentially corrected
 FJ0720.hand held GPS observations or other comparable positioning techniques
 FJ0720.and have an estimated accuracy of +/- 3 meters.
 FJ0720
 FJ0720.The orthometric height was determined by differential leveling and
 FJ0720.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0720.in August 1994.
 FJ0720
 FJ0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0720.GEOID18 height accuracy estimate available here.
 FJ0720
 FJ0720.Click photographs - Photos may exist for this station.
 FJ0720
 FJ0720.The dynamic height is computed by dividing the NAVD 88
 FJ0720.geopotential number by the normal gravity value computed on the
 FJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0720.degrees latitude (g = 980.6199 gals.).
 FJ0720
 FJ0720.The modeled gravity was interpolated from observed gravity values.
 FJ0720
 FJ0720;                    North         East    Units  Estimated Accuracy
 FJ0720;SPC OK N     -    56,717.7     692,040.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0720
 FJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8270231119(NAD 83)
 FJ0720
 FJ0720                          SUPERSEDED SURVEY CONTROL
 FJ0720
 FJ0720  NAVD 88 (06/15/91)  278.919  (m)          915.09   (f) SUPERSEDED  1 2
 FJ0720
 FJ0720.Superseded values are not recommended for survey control.
 FJ0720
 FJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0720.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0720
 FJ0720_MARKER: DV = VERTICAL CONTROL DISK
 FJ0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0720_SP_SET: HIGHWAY BRIDGE WINGWALL
 FJ0720_STAMPING: E 194 1984
 FJ0720_MARK LOGO: NGS
 FJ0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0720
 FJ0720  HISTORY     - Date     Condition        Report By
 FJ0720  HISTORY     - 1984     MONUMENTED       NGS
 FJ0720  HISTORY     - 1988     GOOD             USPSQD
 FJ0720  HISTORY     - 1989     GOOD             USPSQD
 FJ0720  HISTORY     - 1990     GOOD             USPSQD
 FJ0720
 FJ0720                          STATION DESCRIPTION
 FJ0720
 FJ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0720'7.8 KM (4.85 MI) WEST FROM MEEKER.
 FJ0720'7.8 KM (4.85 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0720'MEEKER, SET IN THE TOP OF THE NORTH END OF THE SOUTHEAST WINGWALL OF
 FJ0720'THE EAST BRIDGE ABUTMENT OVER BRUSH CREEK, AND 7.3 METERS (24.0 FT)
 FJ0720'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FJ0720'THE MARK IS 0.31 M ABOVE HIGHWAY.
 FJ0720
 FJ0720                          STATION RECOVERY (1988)
 FJ0720
 FJ0720'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0720'RECOVERED IN GOOD CONDITION.
 FJ0720
 FJ0720                          STATION RECOVERY (1989)
 FJ0720
 FJ0720'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0720'RECOVERED IN GOOD CONDITION.
 FJ0720
 FJ0720                          STATION RECOVERY (1990)
 FJ0720
 FJ0720'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0732 ***********************************************************************
 FJ0732  DESIGNATION -  E 195
 FJ0732  PID         -  FJ0732
 FJ0732  STATE/COUNTY-  OK/LINCOLN
 FJ0732  COUNTRY     -  US
 FJ0732  USGS QUAD   -  SPARKS (2018)
 FJ0732
 FJ0732                         *CURRENT SURVEY CONTROL
 FJ0732  ______________________________________________________________________
 FJ0732* NAD 83(2011) POSITION- 35 30 23.72527(N) 096 49 27.80320(W)   ADJUSTED
 FJ0732* NAD 83(2011) ELLIP HT-   247.577 (meters)        (12/02/24)   ADJUSTED
 FJ0732* NAD 83(2011) EPOCH   -  2010.00
 FJ0732* NAVD 88 ORTHO HEIGHT -   275.247 (meters)      903.04  (feet) ADJUSTED
 FJ0732  ______________________________________________________________________
 FJ0732  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 FJ0732  NAD 83(2011) X  -   -617,683.252 (meters)                     COMP
 FJ0732  NAD 83(2011) Y  - -5,161,359.021 (meters)                     COMP
 FJ0732  NAD 83(2011) Z  -  3,683,907.026 (meters)                     COMP
 FJ0732  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 FJ0732  DYNAMIC HEIGHT  -        274.987 (meters)      902.19  (feet) COMP
 FJ0732  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 FJ0732
 FJ0732  VERT ORDER      -  FIRST     CLASS II
 FJ0732
 FJ0732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0732  Standards:
 FJ0732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0732  -------------------------------------------------------------------
 FJ0732  NETWORK    0.67   1.31           0.28   0.27   0.67     -0.08750809
 FJ0732  -------------------------------------------------------------------
 FJ0732  Click here for local accuracies and other accuracy information.
 FJ0732
 FJ0732.The horizontal coordinates were established by GPS observations
 FJ0732.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0732
 FJ0732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0732.been affixed to the stable North American tectonic plate. See 
 FJ0732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0732
 FJ0732.The horizontal coordinates are valid at the epoch date displayed above
 FJ0732.which is a decimal equivalence of Year/Month/Day.
 FJ0732
 FJ0732.The orthometric height was determined by differential leveling and
 FJ0732.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0732.in August 1994.
 FJ0732
 FJ0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0732.GEOID18 height accuracy estimate available here.
 FJ0732
 FJ0732.Click photographs - Photos may exist for this station.
 FJ0732
 FJ0732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0732
 FJ0732.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0732
 FJ0732.The ellipsoidal height was determined by GPS observations
 FJ0732.and is referenced to NAD 83.
 FJ0732
 FJ0732.The dynamic height is computed by dividing the NAVD 88
 FJ0732.geopotential number by the normal gravity value computed on the
 FJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0732.degrees latitude (g = 980.6199 gals.).
 FJ0732
 FJ0732.The modeled gravity was interpolated from observed gravity values.
 FJ0732
 FJ0732. The following values were computed from the NAD 83(2011) position.
 FJ0732
 FJ0732;                    North         East     Units Scale Factor Converg.
 FJ0732;SPC OK N     -    56,853.710   706,652.302   MT  1.00001145   +0 41 37.6
 FJ0732;SPC OK N     -   186,527.55  2,318,408.43   sFT  1.00001145   +0 41 37.6
 FJ0732;UTM  14      - 3,931,400.714   697,312.277   MT  1.00007979   +1 15 50.4
 FJ0732
 FJ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0732!SPC OK N     -   0.99996114  x   1.00001145  =   0.99997259
 FJ0732!UTM  14      -   0.99996114  x   1.00007979  =   1.00004093
 FJ0732
 FJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9731231400(NAD 83)
 FJ0732
 FJ0732                          SUPERSEDED SURVEY CONTROL
 FJ0732
 FJ0732  NAVD 88 (06/15/91)  275.260  (m)          903.08   (f) SUPERSEDED  1 2
 FJ0732
 FJ0732.Superseded values are not recommended for survey control.
 FJ0732
 FJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0732.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0732
 FJ0732_MARKER: F = FLANGE-ENCASED ROD
 FJ0732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0732_STAMPING: E 195 1984
 FJ0732_MARK LOGO: NGS
 FJ0732_PROJECTION: FLUSH
 FJ0732_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0732+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2022
 FJ0732_ROD/PIPE-DEPTH: 3.2 meters
 FJ0732
 FJ0732  HISTORY     - Date     Condition        Report By
 FJ0732  HISTORY     - 1984     MONUMENTED       NGS
 FJ0732  HISTORY     - 1988     GOOD             USPSQD
 FJ0732  HISTORY     - 1989     GOOD             USPSQD
 FJ0732  HISTORY     - 1990     GOOD             USPSQD
 FJ0732  HISTORY     - 20220427 GOOD             OKDOT
 FJ0732
 FJ0732                          STATION DESCRIPTION
 FJ0732
 FJ0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0732'7.4 KM (4.65 MI) EAST FROM MEEKER.
 FJ0732'7.4 KM (4.65 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0732'MEEKER, AT GRAVEL CROSSROADS, 18.29 METERS (60.0 FT) SOUTH OF THE
 FJ0732'CENTERLINE OF THE HIGHWAY, 38.10 METERS (125.0 FT) WEST OF THE CENTER
 FJ0732'OF A GRAVEL ROAD LEADING SOUTH, AND 0.3 METER (1.0 FT) NORTH OF THE
 FJ0732'RIGHT-OF-WAY FENCE.
 FJ0732'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0732'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0732
 FJ0732                          STATION RECOVERY (1988)
 FJ0732
 FJ0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0732'RECOVERED IN GOOD CONDITION.
 FJ0732
 FJ0732                          STATION RECOVERY (1989)
 FJ0732
 FJ0732'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0732'RECOVERED IN GOOD CONDITION.
 FJ0732
 FJ0732                          STATION RECOVERY (1990)
 FJ0732
 FJ0732'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0732'RECOVERED IN GOOD CONDITION.
 FJ0732
 FJ0732                          STATION RECOVERY (2022)
 FJ0732
 FJ0732'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0732'MARK RECOVERED IN GOOD CONDITION (KAR).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0756 ***********************************************************************
 FJ0756  DESIGNATION -  E 196
 FJ0756  PID         -  FJ0756
 FJ0756  STATE/COUNTY-  OK/OKFUSKEE
 FJ0756  COUNTRY     -  US
 FJ0756  USGS QUAD   -  OKEMAH (2018)
 FJ0756
 FJ0756                         *CURRENT SURVEY CONTROL
 FJ0756  ______________________________________________________________________
 FJ0756* NAD 83(1986) POSITION- 35 27 48.32   (N) 096 22 23.66   (W)   HD_HELD1
 FJ0756* NAVD 88 ORTHO HEIGHT -   289.243 (meters)      948.96  (feet) ADJUSTED
 FJ0756  ______________________________________________________________________
 FJ0756  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 FJ0756  DYNAMIC HEIGHT  -        288.969 (meters)      948.06  (feet) COMP
 FJ0756  MODELED GRAVITY -    979,679.3   (mgal)                       NAVD 88
 FJ0756
 FJ0756  VERT ORDER      -  FIRST     CLASS II
 FJ0756
 FJ0756.The horizontal coordinates were determined by differentially corrected
 FJ0756.hand held GPS observations or other comparable positioning techniques
 FJ0756.and have an estimated accuracy of +/- 3 meters.
 FJ0756
 FJ0756.The orthometric height was determined by differential leveling and
 FJ0756.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0756.in June 1991.
 FJ0756
 FJ0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0756.GEOID18 height accuracy estimate available here.
 FJ0756
 FJ0756.Click photographs - Photos may exist for this station.
 FJ0756
 FJ0756.The dynamic height is computed by dividing the NAVD 88
 FJ0756.geopotential number by the normal gravity value computed on the
 FJ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0756.degrees latitude (g = 980.6199 gals.).
 FJ0756
 FJ0756.The modeled gravity was interpolated from observed gravity values.
 FJ0756
 FJ0756;                    North         East    Units  Estimated Accuracy
 FJ0756;SPC OK N     -    52,655.5     747,658.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0756
 FJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3836427608(NAD 83)
 FJ0756
 FJ0756                          SUPERSEDED SURVEY CONTROL
 FJ0756
 FJ0756.No superseded survey control is available for this station.
 FJ0756
 FJ0756_MARKER: DV = VERTICAL CONTROL DISK
 FJ0756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0756_SP_SET: HEADWALL
 FJ0756_STAMPING: E 196 1984
 FJ0756_MARK LOGO: NGS
 FJ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0756+STABILITY: SURFACE MOTION
 FJ0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0756+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0756
 FJ0756  HISTORY     - Date     Condition        Report By
 FJ0756  HISTORY     - 1984     MONUMENTED       NGS
 FJ0756  HISTORY     - 1988     GOOD             USPSQD
 FJ0756  HISTORY     - 1989     GOOD             USPSQD
 FJ0756  HISTORY     - 1990     GOOD             USPSQD
 FJ0756  HISTORY     - 20220629 GOOD             OKDOT
 FJ0756
 FJ0756                          STATION DESCRIPTION
 FJ0756
 FJ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0756'7.6 KM (4.75 MI) NW FROM OKEMAH.
 FJ0756'0.4 KM (0.25 MI) NORTH ALONG 5TH STREET FROM THE POST OFFICE IN
 FJ0756'OKEMAH, THENCE 7.2 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 62,
 FJ0756'0.32 KM (0.2 MI) NORTHWEST OF THE CROSSROADS, SET IN THE HEADWALL, ONE
 FJ0756'FOOT FROM THE SOUTHEAST END OF A 5- BY 5-FOOT CONCRETE BOX CULVERT,
 FJ0756'AND 8.1 METERS (26.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FJ0756'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 FJ0756
 FJ0756                          STATION RECOVERY (1988)
 FJ0756
 FJ0756'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0756'RECOVERED IN GOOD CONDITION.
 FJ0756
 FJ0756                          STATION RECOVERY (1989)
 FJ0756
 FJ0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0756'RECOVERED IN GOOD CONDITION.
 FJ0756
 FJ0756                          STATION RECOVERY (1990)
 FJ0756
 FJ0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0756'RECOVERED IN GOOD CONDITION.
 FJ0756
 FJ0756                          STATION RECOVERY (2022)
 FJ0756
 FJ0756'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0756'MARK RECOVERED IN GOOD CONDITION N 352748.32 W 962223.66.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0843 ***********************************************************************
 FH0843  DESIGNATION -  E 197
 FH0843  PID         -  FH0843
 FH0843  STATE/COUNTY-  OK/OKMULGEE
 FH0843  COUNTRY     -  US
 FH0843  USGS QUAD   -  HENRYETTA (2018)
 FH0843
 FH0843                         *CURRENT SURVEY CONTROL
 FH0843  ______________________________________________________________________
 FH0843* NAD 83(1986) POSITION- 35 25 57.     (N) 095 56 21.     (W)   SCALED
 FH0843* NAVD 88 ORTHO HEIGHT -   235.181 (meters)      771.59  (feet) ADJUSTED
 FH0843  ______________________________________________________________________
 FH0843  GEOID HEIGHT    -        -29.222 (meters)                     GEOID18
 FH0843  DYNAMIC HEIGHT  -        234.958 (meters)      770.86  (feet) COMP
 FH0843  MODELED GRAVITY -    979,682.5   (mgal)                       NAVD 88
 FH0843
 FH0843  VERT ORDER      -  FIRST     CLASS II
 FH0843
 FH0843.The horizontal coordinates were scaled from a map and have
 FH0843.an estimated accuracy of +/- 6 seconds.
 FH0843
 FH0843.The orthometric height was determined by differential leveling and
 FH0843.adjusted by the NATIONAL GEODETIC SURVEY
 FH0843.in June 1991.
 FH0843
 FH0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0843.GEOID18 height accuracy estimate available here.
 FH0843
 FH0843.Click photographs - Photos may exist for this station.
 FH0843
 FH0843.The dynamic height is computed by dividing the NAVD 88
 FH0843.geopotential number by the normal gravity value computed on the
 FH0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0843.degrees latitude (g = 980.6199 gals.).
 FH0843
 FH0843.The modeled gravity was interpolated from observed gravity values.
 FH0843
 FH0843;                    North         East    Units  Estimated Accuracy
 FH0843;SPC OK N     -    49,970.      787,130.      MT  (+/- 180 meters Scaled)
 FH0843
 FH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV331249(NAD 83)
 FH0843
 FH0843                          SUPERSEDED SURVEY CONTROL
 FH0843
 FH0843.No superseded survey control is available for this station.
 FH0843
 FH0843_MARKER: I = METAL ROD
 FH0843_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0843+WITH SETTING: INFORMATION.
 FH0843_STAMPING: E 197 1984
 FH0843_MARK LOGO: NGS
 FH0843_PROJECTION: FLUSH
 FH0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0843_ROD/PIPE-DEPTH: 2.7 meters
 FH0843
 FH0843  HISTORY     - Date     Condition        Report By
 FH0843  HISTORY     - 1984     MONUMENTED       NGS
 FH0843  HISTORY     - 1988     GOOD             USPSQD
 FH0843  HISTORY     - 1989     GOOD             USPSQD
 FH0843  HISTORY     - 1990     GOOD             USPSQD
 FH0843  HISTORY     - 20220209 MARK NOT FOUND   OKDOT
 FH0843
 FH0843                          STATION DESCRIPTION
 FH0843
 FH0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0843'2.88 KM (1.8 MI) EAST FROM HENRYETTA.
 FH0843'2.88 KM (1.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0843'U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET AT THE EAST END OF THE HIGHWAY
 FH0843'CUT AND MILEPOST NUMBER 242, 19.93 METERS (65.4 FT) SOUTH OF THE
 FH0843'CENTERLINE OF THE HIGHWAY EASTBOUND LANES, AND 16.46 METERS (54.0 FT)
 FH0843'SOUTHWEST OF MILEPOST NUMBER 242.
 FH0843'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FH0843'THE MARK IS 0.7 M ABOVE EASTBOUND HIGHWAY.
 FH0843
 FH0843                          STATION RECOVERY (1988)
 FH0843
 FH0843'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0843'RECOVERED IN GOOD CONDITION.
 FH0843
 FH0843                          STATION RECOVERY (1989)
 FH0843
 FH0843'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0843'RECOVERED IN GOOD CONDITION.
 FH0843
 FH0843                          STATION RECOVERY (1990)
 FH0843
 FH0843'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0843'RECOVERED IN GOOD CONDITION.
 FH0843
 FH0843                          STATION RECOVERY (2022)
 FH0843
 FH0843'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FH0843'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0887 ***********************************************************************
 FH0887  DESIGNATION -  E 199
 FH0887  PID         -  FH0887
 FH0887  STATE/COUNTY-  OK/MUSKOGEE
 FH0887  COUNTRY     -  US
 FH0887  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0887
 FH0887                         *CURRENT SURVEY CONTROL
 FH0887  ______________________________________________________________________
 FH0887* NAD 83(1986) POSITION- 35 29 07.     (N) 095 09 50.     (W)   SCALED
 FH0887* NAVD 88 ORTHO HEIGHT -   148.212 (meters)      486.26  (feet) ADJUSTED
 FH0887  ______________________________________________________________________
 FH0887  GEOID HEIGHT    -        -29.933 (meters)                     GEOID18
 FH0887  DYNAMIC HEIGHT  -        148.075 (meters)      485.81  (feet) COMP
 FH0887  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 FH0887
 FH0887  VERT ORDER      -  FIRST     CLASS II
 FH0887
 FH0887.The horizontal coordinates were scaled from a map and have
 FH0887.an estimated accuracy of +/- 6 seconds.
 FH0887
 FH0887.The orthometric height was determined by differential leveling and
 FH0887.adjusted by the NATIONAL GEODETIC SURVEY
 FH0887.in June 1991.
 FH0887
 FH0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0887.GEOID18 height accuracy estimate available here.
 FH0887
 FH0887.Click photographs - Photos may exist for this station.
 FH0887
 FH0887.The dynamic height is computed by dividing the NAVD 88
 FH0887.geopotential number by the normal gravity value computed on the
 FH0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0887.degrees latitude (g = 980.6199 gals.).
 FH0887
 FH0887.The modeled gravity was interpolated from observed gravity values.
 FH0887
 FH0887;                    North         East    Units  Estimated Accuracy
 FH0887;SPC OK N     -    57,600.      857,330.      MT  (+/- 180 meters Scaled)
 FH0887
 FH0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV036290(NAD 83)
 FH0887
 FH0887                          SUPERSEDED SURVEY CONTROL
 FH0887
 FH0887.No superseded survey control is available for this station.
 FH0887
 FH0887_MARKER: I = METAL ROD
 FH0887_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0887_STAMPING: E 199 1984
 FH0887_MARK LOGO: NGS
 FH0887_PROJECTION: RECESSED 4 CENTIMETERS
 FH0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0887+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0887_ROD/PIPE-DEPTH: 12.2 meters
 FH0887
 FH0887  HISTORY     - Date     Condition        Report By
 FH0887  HISTORY     - 1984     MONUMENTED       NGS
 FH0887  HISTORY     - 1988     GOOD             USPSQD
 FH0887  HISTORY     - 1989     GOOD             USPSQD
 FH0887  HISTORY     - 1990     GOOD             USPSQD
 FH0887  HISTORY     - 20020815 GOOD             OKDOT
 FH0887
 FH0887                          STATION DESCRIPTION
 FH0887
 FH0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0887'1.3 KM (0.85 MI) WEST FROM WEBBERS FALLS.
 FH0887'1.3 KM (0.85 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0887'STATE HIGHWAY 100 WHICH IS ABOUT TWO MILES SOUTH OF WEBBERS FALLS, AT
 FH0887'THE SOUTH END OF THE MUSKOGEE TURNPIKE HIGHWAY SIGNS OVER THE
 FH0887'EASTBOUND LANES, ABOUT 0.16 KM (0.1 MI) EAST OF THE MUSKOGEE HIGHWAY
 FH0887'OVERPASS OVER INTERSTATE 40, 18.13 METERS (59.5 FT) SOUTH OF THE
 FH0887'CENTERLINE OF THE EASTBOUND LANES, 8.07 METERS (26.5 FT)
 FH0887'WEST-NORTHWEST OF A METAL STREET LIGHT POLE, 2.28 METERS (7.5 FT)
 FH0887'SOUTH-SOUTHWEST OF A GUARDRAIL, AND 1.43 METERS (4.7 FT) EAST OF THE
 FH0887'EAST ONE OF TWO METAL POLES SUPPORTING THE MUSKOGEE TURNPIKE HIGHWAY
 FH0887'SIGNS OVER THE EASTBOUND LANES.
 FH0887'THE MARK IS 0.48 METERS  SE FROM A WITNESS POST.
 FH0887'THE MARK IS 0.3 M BELOW EASTBOUND LANES.
 FH0887
 FH0887                          STATION RECOVERY (1988)
 FH0887
 FH0887'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0887'RECOVERED IN GOOD CONDITION.
 FH0887
 FH0887                          STATION RECOVERY (1989)
 FH0887
 FH0887'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0887'RECOVERED IN GOOD CONDITION.
 FH0887
 FH0887                          STATION RECOVERY (1990)
 FH0887
 FH0887'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0887'RECOVERED IN GOOD CONDITION.
 FH0887
 FH0887                          STATION RECOVERY (2002)
 FH0887
 FH0887'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0913 ***********************************************************************
 FH0913  DESIGNATION -  E 200
 FH0913  PID         -  FH0913
 FH0913  STATE/COUNTY-  OK/SEQUOYAH
 FH0913  COUNTRY     -  US
 FH0913  USGS QUAD   -  GANS (2018)
 FH0913
 FH0913                         *CURRENT SURVEY CONTROL
 FH0913  ______________________________________________________________________
 FH0913* NAD 83(1986) POSITION- 35 26 06.     (N) 094 43 39.     (W)   SCALED
 FH0913* NAVD 88 ORTHO HEIGHT -   175.556 (meters)      575.97  (feet) ADJUSTED
 FH0913  ______________________________________________________________________
 FH0913  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 FH0913  DYNAMIC HEIGHT  -        175.391 (meters)      575.43  (feet) COMP
 FH0913  MODELED GRAVITY -    979,693.9   (mgal)                       NAVD 88
 FH0913
 FH0913  VERT ORDER      -  FIRST     CLASS II
 FH0913
 FH0913.The horizontal coordinates were scaled from a map and have
 FH0913.an estimated accuracy of +/- 6 seconds.
 FH0913
 FH0913.The orthometric height was determined by differential leveling and
 FH0913.adjusted by the NATIONAL GEODETIC SURVEY
 FH0913.in June 1991.
 FH0913
 FH0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0913.GEOID18 height accuracy estimate available here.
 FH0913
 FH0913.Click photographs - Photos may exist for this station.
 FH0913
 FH0913.The dynamic height is computed by dividing the NAVD 88
 FH0913.geopotential number by the normal gravity value computed on the
 FH0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0913.degrees latitude (g = 980.6199 gals.).
 FH0913
 FH0913.The modeled gravity was interpolated from observed gravity values.
 FH0913
 FH0913;                    North         East    Units  Estimated Accuracy
 FH0913;SPC OK N     -    53,270.      897,100.      MT  (+/- 180 meters Scaled)
 FH0913
 FH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV431226(NAD 83)
 FH0913
 FH0913                          SUPERSEDED SURVEY CONTROL
 FH0913
 FH0913.No superseded survey control is available for this station.
 FH0913
 FH0913_MARKER: DV = VERTICAL CONTROL DISK
 FH0913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0913_SP_SET: BRIDGE PIER
 FH0913_STAMPING: E 200 1984
 FH0913_MARK LOGO: NGS
 FH0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0913+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 FH0913
 FH0913  HISTORY     - Date     Condition        Report By
 FH0913  HISTORY     - 1984     MONUMENTED       NGS
 FH0913  HISTORY     - 1988     GOOD             USPSQD
 FH0913  HISTORY     - 1989     GOOD             USPSQD
 FH0913  HISTORY     - 1990     GOOD             USPSQD
 FH0913  HISTORY     - 20020815 GOOD             OKDOT
 FH0913  HISTORY     - 20220804 GOOD             OKDOT
 FH0913
 FH0913                          STATION DESCRIPTION
 FH0913
 FH0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0913'3.4 KM (2.15 MI) SE FROM SALLISAW.
 FH0913'3.4 KM (2.15 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0913'JUNCTION OF U.S. HIGHWAY 64 (ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF
 FH0913'SALLISAW), AT A CROSSROAD OVERPASS OVER INTERSTATE 40, SET VERTICALLY
 FH0913'IN THE NORTHEAST FACE OF THE SOUTHEAST ONE OF TWO SQUARE CONCRETE
 FH0913'PIERS ON THE SOUTHWEST SIDE OF THE EASTBOUND LANES, ABOUT 1.61 METERS
 FH0913'(5.3 FT) ABOVE THE GROUND, AND 6.85 METERS (22.5 FT) SOUTHWEST OF THE
 FH0913'CENTERLINE OF THE EASTBOUND LANES.
 FH0913'THE MARK IS 1.52 M ABOVE EASTBOUND LANES.
 FH0913
 FH0913                          STATION RECOVERY (1988)
 FH0913
 FH0913'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0913'RECOVERED IN GOOD CONDITION.
 FH0913
 FH0913                          STATION RECOVERY (1989)
 FH0913
 FH0913'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0913'RECOVERED IN GOOD CONDITION.
 FH0913
 FH0913                          STATION RECOVERY (1990)
 FH0913
 FH0913'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0913'RECOVERED IN GOOD CONDITION.
 FH0913
 FH0913                          STATION RECOVERY (2002)
 FH0913
 FH0913'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0913'RECOVERED IN GOOD CONDITION.
 FH0913
 FH0913                          STATION RECOVERY (2022)
 FH0913
 FH0913'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0867 ***********************************************************************
 FH0867  DESIGNATION -  E 201
 FH0867  PID         -  FH0867
 FH0867  STATE/COUNTY-  OK/MCINTOSH
 FH0867  COUNTRY     -  US
 FH0867  USGS QUAD   -  CHECOTAH (2018)
 FH0867
 FH0867                         *CURRENT SURVEY CONTROL
 FH0867  ______________________________________________________________________
 FH0867* NAD 83(1986) POSITION- 35 27 19.87   (N) 095 31 47.04   (W)   HD_HELD1
 FH0867* NAVD 88 ORTHO HEIGHT -   198.761 (meters)      652.10  (feet) ADJUSTED
 FH0867  ______________________________________________________________________
 FH0867  GEOID HEIGHT    -        -29.794 (meters)                     GEOID18
 FH0867  DYNAMIC HEIGHT  -        198.575 (meters)      651.49  (feet) COMP
 FH0867  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 FH0867
 FH0867  VERT ORDER      -  FIRST     CLASS II
 FH0867
 FH0867.The horizontal coordinates were determined by differentially corrected
 FH0867.hand held GPS observations or other comparable positioning techniques
 FH0867.and have an estimated accuracy of +/- 3 meters.
 FH0867
 FH0867.The orthometric height was determined by differential leveling and
 FH0867.adjusted by the NATIONAL GEODETIC SURVEY
 FH0867.in June 1991.
 FH0867
 FH0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0867.GEOID18 height accuracy estimate available here.
 FH0867
 FH0867.Click photographs - Photos may exist for this station.
 FH0867
 FH0867.The dynamic height is computed by dividing the NAVD 88
 FH0867.geopotential number by the normal gravity value computed on the
 FH0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0867.degrees latitude (g = 980.6199 gals.).
 FH0867
 FH0867.The modeled gravity was interpolated from observed gravity values.
 FH0867
 FH0867;                    North         East    Units  Estimated Accuracy
 FH0867;SPC OK S     -   238,156.7     824,238.4     MT  (+/- 3 meters HH1 GPS) 
 FH0867
 FH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7041926501(NAD 83)
 FH0867
 FH0867                          SUPERSEDED SURVEY CONTROL
 FH0867
 FH0867.No superseded survey control is available for this station.
 FH0867
 FH0867_MARKER: F = FLANGE-ENCASED ROD
 FH0867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0867_STAMPING: E 201 1984
 FH0867_MARK LOGO: NGS
 FH0867_PROJECTION: FLUSH
 FH0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0867+STABILITY: POSITION/ELEVATION WELL
 FH0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0867+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2022
 FH0867_ROD/PIPE-DEPTH: 6.7 meters
 FH0867
 FH0867  HISTORY     - Date     Condition        Report By
 FH0867  HISTORY     - 1984     MONUMENTED       NGS
 FH0867  HISTORY     - 1988     GOOD             USPSQD
 FH0867  HISTORY     - 1989     GOOD             USPSQD
 FH0867  HISTORY     - 1990     GOOD             USPSQD
 FH0867  HISTORY     - 20020815 GOOD             OKDOT
 FH0867  HISTORY     - 20220713 GOOD             OKDOT
 FH0867
 FH0867                          STATION DESCRIPTION
 FH0867
 FH0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0867'IN CHECOTAH.
 FH0867'IN CHECOTAH, SET AT THE INTERCHANGE OF INTERSTATE HIGHWAY 40 AND OLD
 FH0867'HIGHWAY 69 (SOUTH BROADWAY STREET), BY A TELEPHONE LINE POLE WEST OF A
 FH0867'LARGE WATER TOWER, ABOUT 0.3 KM (0.2 MI) SOUTH OF INTERSTATE HIGHWAY
 FH0867'40 EASTBOUND LANES, 32.0 METERS (105.0 FT) EAST OF THE CENTERLINE OF
 FH0867'OLD HIGHWAY 69, 13.1 METERS (43.0 FT) WEST OF THE WEST RAIL OF A
 FH0867'NORTH-SOUTH RAILROAD TRACK, 29.7 METERS (97.5 FT) SOUTH OF THE CENTER
 FH0867'OF A PAVED ROAD LEADING EAST, 0.8 METER (2.5 FT) NORTH OF A TELEPHONE
 FH0867'LINE POLE, AND 47.4 METERS (155.5 FT) WEST OF THE WESTERNMOST CHAIN
 FH0867'LINK FENCE AROUND THE WATER TOWER.  NOTE, DRIVEN TO REFUSAL.
 FH0867'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 FH0867'THE MARK IS ABOVE LEVEL WITH OLD HIHGWAY 69.
 FH0867
 FH0867                          STATION RECOVERY (1988)
 FH0867
 FH0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0867'RECOVERED IN GOOD CONDITION.
 FH0867
 FH0867                          STATION RECOVERY (1989)
 FH0867
 FH0867'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0867'RECOVERED IN GOOD CONDITION.
 FH0867
 FH0867                          STATION RECOVERY (1990)
 FH0867
 FH0867'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0867'RECOVERED IN GOOD CONDITION.
 FH0867
 FH0867                          STATION RECOVERY (2002)
 FH0867
 FH0867'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0867'RECOVERED IN GOOD CONDITION.
 FH0867
 FH0867                          STATION RECOVERY (2022)
 FH0867
 FH0867'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0867'0.5 FT (15 CM) NORTHWEST OF TELEPHONE POLE.  RECOVERED IN GOOD
 FH0867'CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1309 ***********************************************************************
 GL1309  DESIGNATION -  E 202
 GL1309  PID         -  GL1309
 GL1309  STATE/COUNTY-  OK/CIMARRON
 GL1309  COUNTRY     -  US
 GL1309  USGS QUAD   -  BOISE CITY SE (2018)
 GL1309
 GL1309                         *CURRENT SURVEY CONTROL
 GL1309  ______________________________________________________________________
 GL1309* NAD 83(1986) POSITION- 36 30 59.84   (N) 102 33 11.28   (W)   HD_HELD1
 GL1309* NAVD 88 ORTHO HEIGHT -  1268.912 (meters)     4163.09  (feet) ADJUSTED
 GL1309  ______________________________________________________________________
 GL1309  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 GL1309  DYNAMIC HEIGHT  -       1267.495 (meters)     4158.44  (feet) COMP
 GL1309  MODELED GRAVITY -    979,471.8   (mgal)                       NAVD 88
 GL1309
 GL1309  VERT ORDER      -  FIRST     CLASS II
 GL1309
 GL1309.The horizontal coordinates were determined by differentially corrected
 GL1309.hand held GPS observations or other comparable positioning techniques
 GL1309.and have an estimated accuracy of +/- 3 meters.
 GL1309
 GL1309.The orthometric height was determined by differential leveling and
 GL1309.adjusted by the NATIONAL GEODETIC SURVEY
 GL1309.in June 1991.
 GL1309
 GL1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1309.GEOID18 height accuracy estimate available here.
 GL1309
 GL1309.Click photographs - Photos may exist for this station.
 GL1309
 GL1309.The dynamic height is computed by dividing the NAVD 88
 GL1309.geopotential number by the normal gravity value computed on the
 GL1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1309.degrees latitude (g = 980.6199 gals.).
 GL1309
 GL1309.The modeled gravity was interpolated from observed gravity values.
 GL1309
 GL1309;                    North         East    Units  Estimated Accuracy
 GL1309;SPC OK N     -   177,837.1     192,331.2     MT  (+/- 3 meters HH1 GPS) 
 GL1309
 GL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1910244036(NAD 83)
 GL1309
 GL1309                          SUPERSEDED SURVEY CONTROL
 GL1309
 GL1309.No superseded survey control is available for this station.
 GL1309
 GL1309_MARKER: I = METAL ROD
 GL1309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1309_STAMPING: E 202 1985
 GL1309_MARK LOGO: NGS
 GL1309_PROJECTION: FLUSH
 GL1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1309+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 GL1309_ROD/PIPE-DEPTH: 8.9 meters
 GL1309
 GL1309  HISTORY     - Date     Condition        Report By
 GL1309  HISTORY     - 1985     MONUMENTED       NGS
 GL1309  HISTORY     - 20071010 GOOD             INDIV
 GL1309
 GL1309                          STATION DESCRIPTION
 GL1309
 GL1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1309'25.3 KM (15.7 MI) SOUTH FROM BOISE CITY.
 GL1309'25.3 KM (15.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1309'IN BOISE CITY, 2.5 KM (1.55 MI) NORTH OF THE OKLAHOMA-TEXAS STATE
 GL1309'LINE, 50.0 M (164.0 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING
 GL1309'WEST, AND 32.0 M (105.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 GL1309'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1309'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1309'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 GL1309
 GL1309                          STATION RECOVERY (2007)
 GL1309
 GL1309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SGK)
 GL1309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1109 ***********************************************************************
 DM1109  DESIGNATION -  E 203
 DM1109  PID         -  DM1109
 DM1109  STATE/COUNTY-  OK/MCCURTAIN
 DM1109  COUNTRY     -  US
 DM1109  USGS QUAD   -  TOM (2019)
 DM1109
 DM1109                         *CURRENT SURVEY CONTROL
 DM1109  ______________________________________________________________________
 DM1109* NAD 83(1986) POSITION- 33 44 08.     (N) 094 33 04.     (W)   SCALED
 DM1109* NAVD 88 ORTHO HEIGHT -   119.452 (meters)      391.90  (feet) ADJUSTED
 DM1109  ______________________________________________________________________
 DM1109  GEOID HEIGHT    -        -27.176 (meters)                     GEOID18
 DM1109  DYNAMIC HEIGHT  -        119.329 (meters)      391.50  (feet) COMP
 DM1109  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 DM1109
 DM1109  VERT ORDER      -  FIRST     CLASS II
 DM1109
 DM1109.The horizontal coordinates were scaled from a map and have
 DM1109.an estimated accuracy of +/- 6 seconds.
 DM1109
 DM1109.The orthometric height was determined by differential leveling and
 DM1109.adjusted by the NATIONAL GEODETIC SURVEY
 DM1109.in June 1991.
 DM1109
 DM1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1109.GEOID18 height accuracy estimate available here.
 DM1109
 DM1109.Click photographs - Photos may exist for this station.
 DM1109
 DM1109.The dynamic height is computed by dividing the NAVD 88
 DM1109.geopotential number by the normal gravity value computed on the
 DM1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1109.degrees latitude (g = 980.6199 gals.).
 DM1109
 DM1109.The modeled gravity was interpolated from observed gravity values.
 DM1109
 DM1109;                    North         East    Units  Estimated Accuracy
 DM1109;SPC OK S     -    50,080.      919,560.      MT  (+/- 180 meters Scaled)
 DM1109
 DM1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT563339(NAD 83)
 DM1109
 DM1109                          SUPERSEDED SURVEY CONTROL
 DM1109
 DM1109.No superseded survey control is available for this station.
 DM1109
 DM1109_MARKER: I = METAL ROD
 DM1109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1109_STAMPING: E 203 1986
 DM1109_MARK LOGO: NGS
 DM1109_PROJECTION: FLUSH
 DM1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1109_ROD/PIPE-DEPTH: 7.3 meters
 DM1109
 DM1109  HISTORY     - Date     Condition        Report By
 DM1109  HISTORY     - 1986     MONUMENTED       NGS
 DM1109
 DM1109                          STATION DESCRIPTION
 DM1109
 DM1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1109'15.7 KM (9.75 MI) WEST FROM FOREMAN AR.
 DM1109'15.7 KM (9.75 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1109'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1109'15.8 M (51.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.0 M
 DM1109'(45.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 4.7 M (15.4
 DM1109'FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER 15 16 39, AND 0.8 (2.6 FT)
 DM1109'EAST-SOUTHEAST OF TELEPHONE PEDESTAL NUMBER 401 12.  NOTE--ACCESS TO
 DM1109'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1109'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1109'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0813 ***********************************************************************
 FJ0813  DESIGNATION -  E 204
 FJ0813  PID         -  FJ0813
 FJ0813  STATE/COUNTY-  OK/CANADIAN
 FJ0813  COUNTRY     -  US
 FJ0813  USGS QUAD   -  EL RENO (2018)
 FJ0813
 FJ0813                         *CURRENT SURVEY CONTROL
 FJ0813  ______________________________________________________________________
 FJ0813* NAD 83(1986) POSITION- 35 35 50.     (N) 097 57 31.     (W)   SCALED
 FJ0813* NAVD 88 ORTHO HEIGHT -   416.318 (meters)     1365.87  (feet) ADJUSTED
 FJ0813  ______________________________________________________________________
 FJ0813  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 FJ0813  DYNAMIC HEIGHT  -        415.918 (meters)     1364.56  (feet) COMP
 FJ0813  MODELED GRAVITY -    979,659.1   (mgal)                       NAVD 88
 FJ0813
 FJ0813  VERT ORDER      -  FIRST     CLASS II
 FJ0813
 FJ0813.The horizontal coordinates were scaled from a map and have
 FJ0813.an estimated accuracy of +/- 6 seconds.
 FJ0813
 FJ0813.The orthometric height was determined by differential leveling and
 FJ0813.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0813.in June 1991.
 FJ0813
 FJ0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0813.GEOID18 height accuracy estimate available here.
 FJ0813
 FJ0813.Click photographs - Photos may exist for this station.
 FJ0813
 FJ0813.The dynamic height is computed by dividing the NAVD 88
 FJ0813.geopotential number by the normal gravity value computed on the
 FJ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0813.degrees latitude (g = 980.6199 gals.).
 FJ0813
 FJ0813.The modeled gravity was interpolated from observed gravity values.
 FJ0813
 FJ0813;                    North         East    Units  Estimated Accuracy
 FJ0813;SPC OK N     -    66,260.      603,750.      MT  (+/- 180 meters Scaled)
 FJ0813
 FJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE943397(NAD 83)
 FJ0813
 FJ0813                          SUPERSEDED SURVEY CONTROL
 FJ0813
 FJ0813  NGVD 29 (04/22/92)  416.148  (m)         1365.31   (f) ADJUSTED    1 2
 FJ0813
 FJ0813.Superseded values are not recommended for survey control.
 FJ0813
 FJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0813.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0813
 FJ0813_MARKER: I = METAL ROD
 FJ0813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0813_STAMPING: E 204 1985
 FJ0813_MARK LOGO: NGS
 FJ0813_PROJECTION: FLUSH
 FJ0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0813_ROD/PIPE-DEPTH: 6.7 meters
 FJ0813
 FJ0813  HISTORY     - Date     Condition        Report By
 FJ0813  HISTORY     - 1985     MONUMENTED       NGS
 FJ0813
 FJ0813                          STATION DESCRIPTION
 FJ0813
 FJ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0813'7.0 KM (4.35 MI) NORTH FROM EL RENO.
 FJ0813'7.00 KM (4.35 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0813'COURTHOUSE AT EL RENO, AT A T JUNCTION IN THE RIGHT OF WAY FENCE, 0.29
 FJ0813'KM (0.18 MI) SOUTH OF THE Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST
 FJ0813'TO CONCHO, 0.25 KM (0.16 MI) NORTH OF THE T JUNCTION OF A PAVED ROAD
 FJ0813'LEADING EAST ALONG THE SECTION LINE, 16.8 METERS (55 FT) EAST OF THE
 FJ0813'HIGHWAY CENTERLINE, 5.3 METERS (17.5 FT) EAST-SOUTHEAST OF A POWER
 FJ0813'POLE, 0.6 METER (2 FT) SOUTHWEST OF A 8-INCH IRON PIPE AT THE SOUTH
 FJ0813'END OF A 2-INCH IRON PIPE FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT
 FJ0813'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FJ0813'LOGO CAP.
 FJ0813'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0813'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0560 ***********************************************************************
 GH0560  DESIGNATION -  E 205
 GH0560  PID         -  GH0560
 GH0560  STATE/COUNTY-  OK/GARFIELD
 GH0560  COUNTRY     -  US
 GH0560  USGS QUAD   -  ENID WEST (2018)
 GH0560
 GH0560                         *CURRENT SURVEY CONTROL
 GH0560  ______________________________________________________________________
 GH0560* NAD 83(1986) POSITION- 36 25 57.4    (N) 097 53 14.7    (W)   HD_HELD2
 GH0560* NAVD 88 ORTHO HEIGHT -   387.508 (meters)     1271.35  (feet) ADJUSTED
 GH0560  ______________________________________________________________________
 GH0560  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 GH0560  DYNAMIC HEIGHT  -        387.168 (meters)     1270.23  (feet) COMP
 GH0560  MODELED GRAVITY -    979,744.0   (mgal)                       NAVD 88
 GH0560
 GH0560  VERT ORDER      -  FIRST     CLASS II
 GH0560
 GH0560.The horizontal coordinates were established by autonomous hand held GPS
 GH0560.observations and have an estimated accuracy of +/- 10 meters.
 GH0560
 GH0560.The orthometric height was determined by differential leveling and
 GH0560.adjusted by the NATIONAL GEODETIC SURVEY
 GH0560.in June 1991.
 GH0560
 GH0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0560.GEOID18 height accuracy estimate available here.
 GH0560
 GH0560.Click photographs - Photos may exist for this station.
 GH0560
 GH0560.The dynamic height is computed by dividing the NAVD 88
 GH0560.geopotential number by the normal gravity value computed on the
 GH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0560.degrees latitude (g = 980.6199 gals.).
 GH0560
 GH0560.The modeled gravity was interpolated from observed gravity values.
 GH0560
 GH0560;                    North         East    Units  Estimated Accuracy
 GH0560;SPC OK N     -   158,960.      610,095.      MT  (+/- 10 meters HH2 GPS)
 GH0560
 GH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9972532508(NAD 83)
 GH0560
 GH0560                          SUPERSEDED SURVEY CONTROL
 GH0560
 GH0560  NGVD 29 (04/22/92)  387.334  (m)         1270.78   (f) ADJUSTED    1 2
 GH0560
 GH0560.Superseded values are not recommended for survey control.
 GH0560
 GH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0560.See file dsdata.pdf to determine how the superseded data were derived.
 GH0560
 GH0560_MARKER: DV = VERTICAL CONTROL DISK
 GH0560_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0560_SP_SET: BOX CULVERT WINGWALL
 GH0560_STAMPING: E 205 1985
 GH0560_MARK LOGO: NGS
 GH0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0560+STABILITY: SURFACE MOTION
 GH0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0560+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0560
 GH0560  HISTORY     - Date     Condition        Report By
 GH0560  HISTORY     - 1985     MONUMENTED       NGS
 GH0560  HISTORY     - 20091201 GOOD             INDIV
 GH0560
 GH0560                          STATION DESCRIPTION
 GH0560
 GH0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0560'5.3 KM (3.3 MI) NORTH FROM ENID.
 GH0560'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0560'AT ENID, THENCE 4.4 KM (2.7 MI) NORTH ALONG US HIGHWAY 81, IN TOP OF
 GH0560'THE WEST END OF THE NORTH CONCRETE WINGWALL FOR A TRIPLE BOX CULVERT
 GH0560'UNDER THE HIGHWAY AND THE FRONTAGE ROAD, 6.6 METERS (21.5 FT) EAST OF
 GH0560'THE CENTER OF THE FRONTAGE ROAD OF US HIGHWAY 81 NORTH BOUND AND 10.6
 GH0560'METERS (34.7 FT) WEST-SOUTHWEST OF A CYCLONE FENCE CORNER POST.
 GH0560'THE MARK IS 0.2 M ABOVE THE FRONTAGE ROAD.
 GH0560
 GH0560                          STATION RECOVERY (2009)
 GH0560
 GH0560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0609 ***********************************************************************
 GH0609  DESIGNATION -  E 206
 GH0609  PID         -  GH0609
 GH0609  STATE/COUNTY-  OK/GRANT
 GH0609  COUNTRY     -  US
 GH0609  USGS QUAD   -  MEDFORD (2018)
 GH0609
 GH0609                         *CURRENT SURVEY CONTROL
 GH0609  ______________________________________________________________________
 GH0609* NAD 83(1986) POSITION- 36 49 30.     (N) 097 43 15.     (W)   SCALED
 GH0609* NAVD 88 ORTHO HEIGHT -   332.966 (meters)     1092.41  (feet) ADJUSTED
 GH0609  ______________________________________________________________________
 GH0609  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 GH0609  DYNAMIC HEIGHT  -        332.688 (meters)     1091.49  (feet) COMP
 GH0609  MODELED GRAVITY -    979,786.7   (mgal)                       NAVD 88
 GH0609
 GH0609  VERT ORDER      -  FIRST     CLASS II
 GH0609
 GH0609.The horizontal coordinates were scaled from a map and have
 GH0609.an estimated accuracy of +/- 6 seconds.
 GH0609
 GH0609.The orthometric height was determined by differential leveling and
 GH0609.adjusted by the NATIONAL GEODETIC SURVEY
 GH0609.in June 1991.
 GH0609
 GH0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0609.GEOID18 height accuracy estimate available here.
 GH0609
 GH0609.Click photographs - Photos may exist for this station.
 GH0609
 GH0609.The dynamic height is computed by dividing the NAVD 88
 GH0609.geopotential number by the normal gravity value computed on the
 GH0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0609.degrees latitude (g = 980.6199 gals.).
 GH0609
 GH0609.The modeled gravity was interpolated from observed gravity values.
 GH0609
 GH0609;                    North         East    Units  Estimated Accuracy
 GH0609;SPC OK N     -   202,530.      624,910.      MT  (+/- 180 meters Scaled)
 GH0609
 GH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF140762(NAD 83)
 GH0609
 GH0609                          SUPERSEDED SURVEY CONTROL
 GH0609
 GH0609.No superseded survey control is available for this station.
 GH0609
 GH0609_MARKER: I = METAL ROD
 GH0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0609_STAMPING: E 206 1985
 GH0609_MARK LOGO: NGS
 GH0609_PROJECTION: FLUSH
 GH0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0609+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0609_ROD/PIPE-DEPTH: 3.7 meters
 GH0609
 GH0609  HISTORY     - Date     Condition        Report By
 GH0609  HISTORY     - 1985     MONUMENTED       NGS
 GH0609  HISTORY     - 20090528 GOOD             OKDOT
 GH0609
 GH0609                          STATION DESCRIPTION
 GH0609
 GH0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0609'2.0 KM (1.25 MI) NE FROM MEDFORD.
 GH0609'2.0 KM (1.25 MI) NORTHEAST ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 GH0609'STATE ROUTE 11 AT MEDFORD, AT A DIRT ROAD CROSSING, 11.9 METERS (39
 GH0609'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) SOUTHWEST
 GH0609'OF THE CENTER OF THE DIRT ROAD LEADING WEST, 2.1 METERS (7 FT)
 GH0609'SOUTHWEST OF A POWER POLE, 1.5 METERS (5 FT) SOUTHWEST OF A FENCE
 GH0609'CORNER AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 GH0609'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0609'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 GH0609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0609
 GH0609                          STATION RECOVERY (2009)
 GH0609
 GH0609'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0595 ***********************************************************************
 GH0595  DESIGNATION -  E 207
 GH0595  PID         -  GH0595
 GH0595  STATE/COUNTY-  OK/KINGFISHER
 GH0595  COUNTRY     -  US
 GH0595  USGS QUAD   -  HENNESSEY (2018)
 GH0595
 GH0595                         *CURRENT SURVEY CONTROL
 GH0595  ______________________________________________________________________
 GH0595* NAD 83(1986) POSITION- 36 06 35.     (N) 097 54 01.     (W)   SCALED
 GH0595* NAVD 88 ORTHO HEIGHT -   355.603 (meters)     1166.67  (feet) ADJUSTED
 GH0595  ______________________________________________________________________
 GH0595  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 GH0595  DYNAMIC HEIGHT  -        355.284 (meters)     1165.63  (feet) COMP
 GH0595  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 GH0595
 GH0595  VERT ORDER      -  FIRST     CLASS II
 GH0595
 GH0595.The horizontal coordinates were scaled from a map and have
 GH0595.an estimated accuracy of +/- 6 seconds.
 GH0595
 GH0595.The orthometric height was determined by differential leveling and
 GH0595.adjusted by the NATIONAL GEODETIC SURVEY
 GH0595.in June 1991.
 GH0595
 GH0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0595.GEOID18 height accuracy estimate available here.
 GH0595
 GH0595.Click photographs - Photos may exist for this station.
 GH0595
 GH0595.The dynamic height is computed by dividing the NAVD 88
 GH0595.geopotential number by the normal gravity value computed on the
 GH0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0595.degrees latitude (g = 980.6199 gals.).
 GH0595
 GH0595.The modeled gravity was interpolated from observed gravity values.
 GH0595
 GH0595;                    North         East    Units  Estimated Accuracy
 GH0595;SPC OK N     -   123,130.      608,980.      MT  (+/- 180 meters Scaled)
 GH0595
 GH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE989966(NAD 83)
 GH0595
 GH0595                          SUPERSEDED SURVEY CONTROL
 GH0595
 GH0595  NGVD 29 (04/22/92)  355.431  (m)         1166.11   (f) ADJUSTED    1 2
 GH0595
 GH0595.Superseded values are not recommended for survey control.
 GH0595
 GH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0595.See file dsdata.pdf to determine how the superseded data were derived.
 GH0595
 GH0595_MARKER: DV = VERTICAL CONTROL DISK
 GH0595_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GH0595_SP_SET: GRAIN ELEVATOR
 GH0595_STAMPING: E 207 1985
 GH0595_MARK LOGO: NGS
 GH0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0595+STABILITY: POSITION/ELEVATION WELL
 GH0595
 GH0595  HISTORY     - Date     Condition        Report By
 GH0595  HISTORY     - 1985     MONUMENTED       NGS
 GH0595
 GH0595                          STATION DESCRIPTION
 GH0595
 GH0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0595'IN HENNESSEY.
 GH0595'VERTICALLY IN THE SOUTH FACE OF THE CENTER ONE OF THREE 6-INCH FLAT
 GH0595'STRIPS BETWEEN THE ROUND SECTION ON THE SOUTH SIDE OF THE CONCRETE
 GH0595'FIVE STORY HENNESSEY CO-OP GRAIN ELEVATOR, 1.2 METERS ABOVE THE
 GH0595'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1138 ***********************************************************************
 DM1138  DESIGNATION -  E 208
 DM1138  PID         -  DM1138
 DM1138  STATE/COUNTY-  OK/MCCURTAIN
 DM1138  COUNTRY     -  US
 DM1138  USGS QUAD   -  GARVIN (2019)
 DM1138
 DM1138                         *CURRENT SURVEY CONTROL
 DM1138  ______________________________________________________________________
 DM1138* NAD 83(1986) POSITION- 33 57 54.     (N) 094 58 20.     (W)   SCALED
 DM1138* NAVD 88 ORTHO HEIGHT -   147.421 (meters)      483.66  (feet) ADJUSTED
 DM1138  ______________________________________________________________________
 DM1138  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DM1138  DYNAMIC HEIGHT  -        147.271 (meters)      483.17  (feet) COMP
 DM1138  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 DM1138
 DM1138  VERT ORDER      -  FIRST     CLASS II
 DM1138
 DM1138.The horizontal coordinates were scaled from a map and have
 DM1138.an estimated accuracy of +/- 6 seconds.
 DM1138
 DM1138.The orthometric height was determined by differential leveling and
 DM1138.adjusted by the NATIONAL GEODETIC SURVEY
 DM1138.in June 1991.
 DM1138
 DM1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1138.GEOID18 height accuracy estimate available here.
 DM1138
 DM1138.Click photographs - Photos may exist for this station.
 DM1138
 DM1138.The dynamic height is computed by dividing the NAVD 88
 DM1138.geopotential number by the normal gravity value computed on the
 DM1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1138.degrees latitude (g = 980.6199 gals.).
 DM1138
 DM1138.The modeled gravity was interpolated from observed gravity values.
 DM1138
 DM1138;                    North         East    Units  Estimated Accuracy
 DM1138;SPC OK S     -    74,260.      879,790.      MT  (+/- 180 meters Scaled)
 DM1138
 DM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT177600(NAD 83)
 DM1138
 DM1138                          SUPERSEDED SURVEY CONTROL
 DM1138
 DM1138.No superseded survey control is available for this station.
 DM1138
 DM1138_MARKER: I = METAL ROD
 DM1138_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1138+WITH SETTING: INFORMATION.
 DM1138_STAMPING: E 208 1986
 DM1138_MARK LOGO: NGS
 DM1138_PROJECTION: FLUSH
 DM1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1138_ROD/PIPE-DEPTH: 2.1 meters
 DM1138
 DM1138  HISTORY     - Date     Condition        Report By
 DM1138  HISTORY     - 1986     MONUMENTED       NGS
 DM1138
 DM1138                          STATION DESCRIPTION
 DM1138
 DM1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1138'17.0 KM (10.55 MI) WEST FROM IDABEL.
 DM1138'17.0 KM (10.55 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1138'WITH U.S. HIGHWAY 259 IN IDABEL, 25.4 M (83.3 FT) NORTHEAST OF THE
 DM1138'CENTERLINE OF THE HIGHWAY, 14.7 M (48.2 FT) NORTHWEST OF A UTILITY
 DM1138'POLE, 13.3 M (43.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 DM1138'BOX CULVERT, AND 5.5 M (18.0 FT) SOUTHEAST OF THE CENTER OF A GATE AND
 DM1138'FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DM1138'LOGO CAP.
 DM1138'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0787 ***********************************************************************
 EK0787  FBN         -  This is a Federal Base Network Control Station.
 EK0787  DESIGNATION -  E 209
 EK0787  PID         -  EK0787
 EK0787  STATE/COUNTY-  OK/CHOCTAW
 EK0787  COUNTRY     -  US
 EK0787  USGS QUAD   -  HUGO (2019)
 EK0787
 EK0787                         *CURRENT SURVEY CONTROL
 EK0787  ______________________________________________________________________
 EK0787* NAD 83(2011) POSITION- 34 02 15.90229(N) 095 34 04.09727(W)   ADJUSTED
 EK0787* NAD 83(2011) ELLIP HT-   145.782 (meters)        (06/27/12)   ADJUSTED
 EK0787* NAD 83(2011) EPOCH   -  2010.00
 EK0787* NAVD 88 ORTHO HEIGHT -   174.958 (meters)      574.01  (feet) ADJUSTED
 EK0787  ______________________________________________________________________
 EK0787  GEOID HEIGHT    -        -29.163 (meters)                     GEOID18
 EK0787  NAD 83(2011) X  -   -513,355.687 (meters)                     COMP
 EK0787  NAD 83(2011) Y  - -5,266,073.722 (meters)                     COMP
 EK0787  NAD 83(2011) Z  -  3,549,998.907 (meters)                     COMP
 EK0787  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 EK0787  DYNAMIC HEIGHT  -        174.770 (meters)      573.39  (feet) COMP
 EK0787  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 EK0787
 EK0787  VERT ORDER      -  FIRST     CLASS II
 EK0787
 EK0787  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0787  Standards:
 EK0787         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0787            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0787  -------------------------------------------------------------------
 EK0787  NETWORK    0.47   1.08           0.20   0.18   0.55      0.01327749
 EK0787  -------------------------------------------------------------------
 EK0787  Click here for local accuracies and other accuracy information.
 EK0787
 EK0787.The horizontal coordinates were established by GPS observations
 EK0787.and adjusted by the National Geodetic Survey in June 2012.
 EK0787
 EK0787.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0787.been affixed to the stable North American tectonic plate. See 
 EK0787.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0787
 EK0787.The horizontal coordinates are valid at the epoch date displayed above
 EK0787.which is a decimal equivalence of Year/Month/Day.
 EK0787
 EK0787.The orthometric height was determined by differential leveling and
 EK0787.adjusted by the NATIONAL GEODETIC SURVEY
 EK0787.in June 1991.
 EK0787
 EK0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0787.GEOID18 height accuracy estimate available here.
 EK0787
 EK0787.Click photographs - Photos may exist for this station.
 EK0787
 EK0787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0787
 EK0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0787
 EK0787.The ellipsoidal height was determined by GPS observations
 EK0787.and is referenced to NAD 83.
 EK0787
 EK0787.The dynamic height is computed by dividing the NAVD 88
 EK0787.geopotential number by the normal gravity value computed on the
 EK0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0787.degrees latitude (g = 980.6199 gals.).
 EK0787
 EK0787.The modeled gravity was interpolated from observed gravity values.
 EK0787
 EK0787. The following values were computed from the NAD 83(2011) position.
 EK0787
 EK0787;                    North         East     Units Scale Factor Converg.
 EK0787;SPC OK S     -    80,842.364   824,572.412   MT  0.99998111   +1 22 50.0
 EK0787;SPC OK S     -   265,230.32  2,705,284.66   sFT  0.99998111   +1 22 50.0
 EK0787;UTM  15      - 3,769,316.250   262,943.877   MT  1.00029279   -1 26 16.7
 EK0787
 EK0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0787!SPC OK S     -   0.99997712  x   0.99998111  =   0.99995823
 EK0787!UTM  15      -   0.99997712  x   1.00029279  =   1.00026990
 EK0787
 EK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6294369316(NAD 83)
 EK0787
 EK0787                          SUPERSEDED SURVEY CONTROL
 EK0787
 EK0787  NAD 83(2007)-  34 02 15.90232(N)    095 34 04.09811(W) AD(2002.00) 0
 EK0787  ELLIP H (02/10/07)  145.806  (m)                       GP(2002.00)    
 EK0787  ELLIP H (06/09/00)  145.793  (m)                       GP(       ) 2 2
 EK0787  ELLIP H (05/09/94)  145.884  (m)                       GP(       ) 4 2
 EK0787  NAD 83(1993)-  34 02 15.90204(N)    095 34 04.09767(W) AD(       ) A
 EK0787  ELLIP H (04/21/94)  145.884  (m)                       GP(       ) 3 1
 EK0787  NAD 83(1986)-  34 02 15.91167(N)    095 34 04.10310(W) AD(       ) 2
 EK0787  NAVD 88             174.96   (m)          574.0    (f) LEVELING    3  
 EK0787  NGVD 29             174.99   (m)          574.1    (f) LEVELING    3  
 EK0787
 EK0787.Superseded values are not recommended for survey control.
 EK0787
 EK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0787.See file dsdata.pdf to determine how the superseded data were derived.
 EK0787
 EK0787_MARKER: I = METAL ROD
 EK0787_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0787+WITH SETTING: INFORMATION.
 EK0787_STAMPING: E 209 1986
 EK0787_MARK LOGO: NGS
 EK0787_PROJECTION: FLUSH
 EK0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0787+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2008
 EK0787_ROD/PIPE-DEPTH: 2.40 meters
 EK0787
 EK0787  HISTORY     - Date     Condition        Report By
 EK0787  HISTORY     - 1986     MONUMENTED       NGS
 EK0787  HISTORY     - 19890301 GOOD             NGS
 EK0787  HISTORY     - 19930509 GOOD             NGS
 EK0787  HISTORY     - 19970408 GOOD             NGS
 EK0787  HISTORY     - 19980728 GOOD             TXDOT
 EK0787  HISTORY     - 19990825 GOOD             NGS
 EK0787  HISTORY     - 19991012 GOOD             TXDOT
 EK0787  HISTORY     - 20010529 GOOD             NGS
 EK0787  HISTORY     - 20080403 GOOD             AIRDAT
 EK0787
 EK0787                          STATION DESCRIPTION
 EK0787
 EK0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0787'6.1 KM (3.8 MI) WEST FROM HUGO.
 EK0787'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EK0787'6.1 KM (3.8 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0787'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 46.9 M (153.9 FT) SOUTHWEST
 EK0787'OF THE CENTERLINE OF THE HIGHWAY, 18.7 M (61.4 FT) NORTHWEST OF A
 EK0787'UTILITY POLE, AND 7.5 M (24.6 FT) SOUTHEAST OF THE CENTER OF A GATE
 EK0787'AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EK0787'5-INCH LOGO CAP.
 EK0787'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EK0787
 EK0787                          STATION RECOVERY (1989)
 EK0787
 EK0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0787'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EK0787'FOLLOWS.
 EK0787'THE STATION IS LOCATED 21.7 KM (13.50 MI) SOUTHEAST OF ANTLERS, 11.7
 EK0787'KM (7.25 MI) EAST OF SOPER AND 6.1 KM (3.80 MI) NORTHWEST OF HUGO.
 EK0787'OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EK0787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 271
 EK0787'BUSINESS IN HUGO, GO WEST AND NORTHWEST ON HIGHWAY 70 FOR 6.1 KM
 EK0787'(3.80 MI) TO THE STATION ON THE LEFT.
 EK0787'THE STATION IS A STANDGARD NGS FLANGED INCASED STAINLESS STEEL ROD
 EK0787'WITH LOGO CAP SET IN THE TOP OF A 5 INCH PVC PIPE CEMENTED INTO THE
 EK0787'GROUND, ACCESS TO THE DATUM POINT IN THROUGH A 5-INCH LOGO CAP AND IS
 EK0787'FLUSH WITH THE GOUND.  LOCATED 46.9 M (153.9 FT) SOUTHWEST OF THE
 EK0787'CENTERLINE OF THE HIGHWAY, 18.7 M (61.4 FT) NORTHWEST OF A UTILITY
 EK0787'POLE, 7.5 M (24.6 FT) SOUTHEAST OF A GATE AND FIELD ENTRANCE, AND 0.3
 EK0787'M (1.0 FT) NORTHEAST OF A FENCE AND CARSONITE WITNESS POST.
 EK0787'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EK0787
 EK0787                          STATION RECOVERY (1993)
 EK0787
 EK0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EK0787'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) SOUTH OF ANTLERS, 12 KM
 EK0787'(7.45 MI) EAST OF SOPER, 6 KM (3.70 MI) NORTHWEST OF HUGO IN GRASS AT
 EK0787'THE NORTHEAST EDGE OF A LARGE GRASS PASTURE AND IN THE HIGHWAY
 EK0787'RIGHT-OF-WAY.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EK0787'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF THE INDIAN NATION
 EK0787'TURNPIKE AND U.S. HIGHWAY 70, ABOUT 3 KM (1.85 MI) NORTHWEST OF HUGO,
 EK0787'GO NORTHWEST ON HIGHWAY 70 FOR 2.33 KM (1.45 MI) TO THE STATION ON
 EK0787'THE LEFT.
 EK0787'THE STATION IS A PUNCH HOLE TOP CENTER ON A FLANGE ENCASED STAINLESS
 EK0787'STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 EK0787'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 46.9 M (153.9 FT)
 EK0787'SOUTHWEST FROM THE CENTER OF, AND LEVEL WITH HIGHWAY 70, 18.7 M
 EK0787'(61.4 FT) NORTHWEST FROM A POWER POLE, 7.5 M (24.6 FT) SOUTHEAST FROM
 EK0787'THE SOUTHEAST GATE POST AT A FIELD ENTRANCE, 0.8 M (2.6 FT)
 EK0787'SOUTH-SOUTHWEST OF A ODOT WOODEN WITNESS POST THAT PROJECTS 1.1 M, 0.9
 EK0787'M (3.0 FT) SOUTH-SOUTHESAST OF A ODOT WOODEN WITNESS POST, 0.58 M
 EK0787'(1.90 FT) NORTHWEST OF A METAL WITNESS POST WITHOUT A SIGN PLAQUE,
 EK0787'AND 0.3 M (1.0 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST IN A
 EK0787'FENCE.
 EK0787'DESCRIBED BY D. G. AUG
 EK0787
 EK0787                          STATION RECOVERY (1997)
 EK0787
 EK0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EK0787'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) SOUTH OF ANTLERS, 12 KM
 EK0787'(7.45 MI) EAST OF SOPER, 6 KM (3.70 MI) NORTHWEST OF HUGO, AT THE
 EK0787'NORTHEAST EDGE OF A LARGE GRASS PASTURE, IN THE HIGHWAY RIGHT-OF-WAY.
 EK0787'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 EK0787'UNDERPASS AT THE JUNCTION OF THE INDIAN NATION TURNPIKE AND U.S.
 EK0787'HIGHWAY 70, ABOUT 3 KM (1.85 MI) NORTHWEST OF HUGO, GO NORTHWEST ON
 EK0787'HIGHWAY 70 FOR 2.33 KM (1.45 MI) TO THE STATION ON THE LEFT.  THE
 EK0787'STATION IS A PUNCH HOLE TOP CENTER ON A FLANGE ENCASED STAINLESS STEEL
 EK0787'ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 EK0787'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 46.9 M (153.9 FT) SOUTHWEST
 EK0787'FROM THE CENTER OF, AND LEVEL WITH HIGHWAY 70, 18.7 M (61.4 FT)
 EK0787'NORTHWEST FROM A POWER POLE, 4.8 M (15.7 FT) SOUTHEAST FROM THE
 EK0787'SOUTHEAST GATE POST AT A FIELD ENTRANCE, 0.8 M (2.6 FT)
 EK0787'SOUTH-SOUTHWEST OF A OKDOT WOODEN WITNESS POST, 0.9 M (3.0 FT)
 EK0787'SOUTH-SOUTHEAST OF A OKDOT WOODEN WITNESS POST, 0.58 M (1.90 FT)
 EK0787'NORTHWEST OF A METAL WITNESS POST AND 0.2 M (0.7 FT) NORTHEAST FROM A
 EK0787'FIBERGLASS WITNESS POST IN A FENCE.
 EK0787
 EK0787                          STATION RECOVERY (1998)
 EK0787
 EK0787'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 EK0787'GOOD.
 EK0787
 EK0787                          STATION RECOVERY (1999)
 EK0787
 EK0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EK0787'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) SOUTH OF ANTLERS, 12 KM
 EK0787'(7.45 MI) EAST OF SOPER, 6 KM (3.70 MI) NORTHWEST OF HUGO, AT THE
 EK0787'NORTHEAST EDGE OF A LARGE GRASS PASTURE, IN THE HIGHWAY RIGHT-OF-WAY.
 EK0787'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 EK0787'UNDERPASS AT THE JUNCTION OF THE INDIAN NATION TURNPIKE AND US HIGHWAY
 EK0787'70 (EXIT 1), ABOUT 3 KM (1.85 MI) NORTHWEST OF HUGO, GO NORTHWEST ON
 EK0787'HIGHWAY 70 FOR 2.33 KM (1.45 MI) TO THE STATION ON THE LEFT.  THE
 EK0787'STATION IS A PUNCH HOLE ON THE TOP OF A DATUM CAP CRIMPED TO A FLANGE
 EK0787'ENCASED STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO
 EK0787'CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 47.52 M
 EK0787'(155.91 FT) SOUTHWEST FROM THE CENTER OF AND LEVEL WITH HIGHWAY 70,
 EK0787'18.7 M (61.4 FT) NORTHWEST FROM A POWER POLE, 4.8 M (15.7 FT)
 EK0787'SOUTHEAST FROM THE SOUTHEAST GATE POST AT A FIELD ENTRANCE, 0.8 M (2.6
 EK0787'FT) SOUTH-SOUTHWEST FROM AN OKDOT WOODEN WITNESS POST, 0.9 M (3.0 FT)
 EK0787'SOUTH-SOUTHEAST FROM AN OKDOT WOODEN WITNESS POST, 0.58 M (1.90 FT)
 EK0787'NORTHWEST FROM A METAL WITNESS POST AND 0.2 M (0.7 FT) NORTHEAST FROM
 EK0787'A FIBERGLASS WITNESS POST IN A FENCE.
 EK0787
 EK0787                          STATION RECOVERY (1999)
 EK0787
 EK0787'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EK0787'GOOD.
 EK0787
 EK0787                          STATION RECOVERY (2001)
 EK0787
 EK0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 EK0787'RECOVERED AS DESCRIBED.
 EK0787'
 EK0787
 EK0787                          STATION RECOVERY (2008)
 EK0787
 EK0787'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 EK0787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1121 ***********************************************************************
 DM1121  DESIGNATION -  E 210
 DM1121  PID         -  DM1121
 DM1121  STATE/COUNTY-  OK/MCCURTAIN
 DM1121  COUNTRY     -  US
 DM1121  USGS QUAD   -  SHULTS (2019)
 DM1121
 DM1121                         *CURRENT SURVEY CONTROL
 DM1121  ______________________________________________________________________
 DM1121* NAD 83(1986) POSITION- 33 53 43.     (N) 094 40 28.     (W)   SCALED
 DM1121* NAVD 88 ORTHO HEIGHT -   127.186 (meters)      417.28  (feet) ADJUSTED
 DM1121  ______________________________________________________________________
 DM1121  GEOID HEIGHT    -        -27.594 (meters)                     GEOID18
 DM1121  DYNAMIC HEIGHT  -        127.056 (meters)      416.85  (feet) COMP
 DM1121  MODELED GRAVITY -    979,618.3   (mgal)                       NAVD 88
 DM1121
 DM1121  VERT ORDER      -  FIRST     CLASS II
 DM1121
 DM1121.The horizontal coordinates were scaled from a map and have
 DM1121.an estimated accuracy of +/- 6 seconds.
 DM1121
 DM1121.The orthometric height was determined by differential leveling and
 DM1121.adjusted by the NATIONAL GEODETIC SURVEY
 DM1121.in June 1991.
 DM1121
 DM1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1121.GEOID18 height accuracy estimate available here.
 DM1121
 DM1121.Click photographs - Photos may exist for this station.
 DM1121
 DM1121.The dynamic height is computed by dividing the NAVD 88
 DM1121.geopotential number by the normal gravity value computed on the
 DM1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1121.degrees latitude (g = 980.6199 gals.).
 DM1121
 DM1121.The modeled gravity was interpolated from observed gravity values.
 DM1121
 DM1121;                    North         East    Units  Estimated Accuracy
 DM1121;SPC OK S     -    67,400.      907,550.      MT  (+/- 180 meters Scaled)
 DM1121
 DM1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT451518(NAD 83)
 DM1121
 DM1121                          SUPERSEDED SURVEY CONTROL
 DM1121
 DM1121.No superseded survey control is available for this station.
 DM1121
 DM1121_MARKER: I = METAL ROD
 DM1121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1121_STAMPING: E 210 1986
 DM1121_MARK LOGO: NGS
 DM1121_PROJECTION: FLUSH
 DM1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1121_ROD/PIPE-DEPTH: 4.9 meters
 DM1121
 DM1121  HISTORY     - Date     Condition        Report By
 DM1121  HISTORY     - 1986     MONUMENTED       NGS
 DM1121
 DM1121                          STATION DESCRIPTION
 DM1121
 DM1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1121'14.2 KM (8.8 MI) EAST FROM IDABEL.
 DM1121'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1121'U.S. HIGHWAY 259 IN IDABEL, THENCE 10.7 KM (6.65 MI) EASTERLY ALONG
 DM1121'STATE HIGHWAY 3, 0.4 KM (0.25 MI) WEST OF THE INTERSECTION OF A
 DM1121'GRAVELED CROSSROAD, 15.3 M (50.2 FT) SOUTH OF THE CENTERLINE OF THE
 DM1121'HIGHWAY, 7.6 M (24.9 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 1.1 M
 DM1121'(3.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1121'THROUGH A 5-INCH LOGO CAP.
 DM1121'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1121'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0667 ***********************************************************************
 EL0667  DESIGNATION -  E 211
 EL0667  PID         -  EL0667
 EL0667  STATE/COUNTY-  OK/STEPHENS
 EL0667  COUNTRY     -  US
 EL0667  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0667
 EL0667                         *CURRENT SURVEY CONTROL
 EL0667  ______________________________________________________________________
 EL0667* NAD 83(1986) POSITION- 34 30 24.88   (N) 097 57 59.02   (W)   HD_HELD1
 EL0667* NAVD 88 ORTHO HEIGHT -   336.362 (meters)     1103.55  (feet) ADJUSTED
 EL0667  ______________________________________________________________________
 EL0667  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 EL0667  DYNAMIC HEIGHT  -        336.015 (meters)     1102.41  (feet) COMP
 EL0667  MODELED GRAVITY -    979,594.9   (mgal)                       NAVD 88
 EL0667
 EL0667  VERT ORDER      -  FIRST     CLASS II
 EL0667
 EL0667.The horizontal coordinates were determined by differentially corrected
 EL0667.hand held GPS observations or other comparable positioning techniques
 EL0667.and have an estimated accuracy of +/- 3 meters.
 EL0667
 EL0667.The orthometric height was determined by differential leveling and
 EL0667.adjusted by the NATIONAL GEODETIC SURVEY
 EL0667.in June 1991.
 EL0667
 EL0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0667.GEOID18 height accuracy estimate available here.
 EL0667
 EL0667.Click photographs - Photos may exist for this station.
 EL0667
 EL0667.The dynamic height is computed by dividing the NAVD 88
 EL0667.geopotential number by the normal gravity value computed on the
 EL0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0667.degrees latitude (g = 980.6199 gals.).
 EL0667
 EL0667.The modeled gravity was interpolated from observed gravity values.
 EL0667
 EL0667;                    North         East    Units  Estimated Accuracy
 EL0667;SPC OK S     -   130,177.5     603,085.9     MT  (+/- 3 meters HH1 GPS) 
 EL0667
 EL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9488218848(NAD 83)
 EL0667
 EL0667                          SUPERSEDED SURVEY CONTROL
 EL0667
 EL0667.No superseded survey control is available for this station.
 EL0667
 EL0667_MARKER: F = FLANGE-ENCASED ROD
 EL0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0667_STAMPING: E 211 1986
 EL0667_MARK LOGO: NGS
 EL0667_PROJECTION: PROJECTING 2 CENTIMETERS
 EL0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0667+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2025
 EL0667_ROD/PIPE-DEPTH: 5.2 meters
 EL0667
 EL0667  HISTORY     - Date     Condition        Report By
 EL0667  HISTORY     - 1986     MONUMENTED       NGS
 EL0667  HISTORY     - 20250805 GOOD             WHE
 EL0667
 EL0667                          STATION DESCRIPTION
 EL0667
 EL0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0667'IN DUNCAN.
 EL0667'IN DUNCAN, AT THE INTERSECTION OF BEECH AVENUE AND 15TH STREET, 20.6 M
 EL0667'(67.6 FT) SOUTH OF THE CENTER OF THE AVENUE, 4.4 M (14.4 FT) EAST OF
 EL0667'THE EXTENDED CENTER OF THE STREET AND AN ENTRANCE ROAD LEADING TO
 EL0667'FUQUA PARK, AND 0.4 M (1.3 FT) NORTH OF THE NORTH FACE OF A STONE
 EL0667'PILLAR ON THE EAST SIDE OF THE PARK ENTRANCE.  NOTE--ACCESS TO DATUM
 EL0667'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0667'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 EL0667'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 EL0667
 EL0667                          STATION RECOVERY (2025)
 EL0667
 EL0667'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0950 ***********************************************************************
 DN0950  DESIGNATION -  E 212
 DN0950  PID         -  DN0950
 DN0950  STATE/COUNTY-  OK/BRYAN
 DN0950  COUNTRY     -  US
 DN0950  USGS QUAD   -  BLUE (2018)
 DN0950
 DN0950                         *CURRENT SURVEY CONTROL
 DN0950  ______________________________________________________________________
 DN0950* NAD 83(1986) POSITION- 33 59 50.     (N) 096 14 23.     (W)   SCALED
 DN0950* NAVD 88 ORTHO HEIGHT -   164.766 (meters)      540.57  (feet) ADJUSTED
 DN0950  ______________________________________________________________________
 DN0950  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DN0950  DYNAMIC HEIGHT  -        164.598 (meters)      540.02  (feet) COMP
 DN0950  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 DN0950
 DN0950  VERT ORDER      -  FIRST     CLASS II
 DN0950
 DN0950.The horizontal coordinates were scaled from a map and have
 DN0950.an estimated accuracy of +/- 6 seconds.
 DN0950
 DN0950.The orthometric height was determined by differential leveling and
 DN0950.adjusted by the NATIONAL GEODETIC SURVEY
 DN0950.in June 1991.
 DN0950
 DN0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0950.GEOID18 height accuracy estimate available here.
 DN0950
 DN0950.Click photographs - Photos may exist for this station.
 DN0950
 DN0950.The dynamic height is computed by dividing the NAVD 88
 DN0950.geopotential number by the normal gravity value computed on the
 DN0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0950.degrees latitude (g = 980.6199 gals.).
 DN0950
 DN0950.The modeled gravity was interpolated from observed gravity values.
 DN0950
 DN0950;                    North         East    Units  Estimated Accuracy
 DN0950;SPC OK S     -    75,060.      762,620.      MT  (+/- 180 meters Scaled)
 DN0950
 DN0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC549652(NAD 83)
 DN0950
 DN0950                          SUPERSEDED SURVEY CONTROL
 DN0950
 DN0950.No superseded survey control is available for this station.
 DN0950
 DN0950_MARKER: DV = VERTICAL CONTROL DISK
 DN0950_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0950_SP_SET: BRIDGE ABUTMENT
 DN0950_STAMPING: E 212 1986
 DN0950_MARK LOGO: NGS
 DN0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0950+STABILITY: POSITION/ELEVATION WELL
 DN0950
 DN0950  HISTORY     - Date     Condition        Report By
 DN0950  HISTORY     - 1986     MONUMENTED       NGS
 DN0950
 DN0950                          STATION DESCRIPTION
 DN0950
 DN0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0950'14.1 KM (8.75 MI) EAST FROM DURANT.
 DN0950'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DN0950'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, IN TOP OF AND 2.4 M
 DN0950'(7.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT
 DN0950'OF A HIGHWAY BRIDGE SPANNING BLUE CREEK, AND 4.5 M (14.8 FT) SOUTH OF
 DN0950'THE CENTERLINE OF THE HIGHWAY.
 DN0950'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0636 ***********************************************************************
 EL0636  DESIGNATION -  E 213
 EL0636  PID         -  EL0636
 EL0636  STATE/COUNTY-  OK/JEFFERSON
 EL0636  COUNTRY     -  US
 EL0636  USGS QUAD   -  RYAN (2019)
 EL0636
 EL0636                         *CURRENT SURVEY CONTROL
 EL0636  ______________________________________________________________________
 EL0636* NAD 83(1986) POSITION- 34 02 20.     (N) 097 57 31.     (W)   SCALED
 EL0636* NAVD 88 ORTHO HEIGHT -   257.989 (meters)      846.42  (feet) ADJUSTED
 EL0636  ______________________________________________________________________
 EL0636  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 EL0636  DYNAMIC HEIGHT  -        257.719 (meters)      845.53  (feet) COMP
 EL0636  MODELED GRAVITY -    979,584.4   (mgal)                       NAVD 88
 EL0636
 EL0636  VERT ORDER      -  FIRST     CLASS II
 EL0636
 EL0636.The horizontal coordinates were scaled from a map and have
 EL0636.an estimated accuracy of +/- 6 seconds.
 EL0636
 EL0636.The orthometric height was determined by differential leveling and
 EL0636.adjusted by the NATIONAL GEODETIC SURVEY
 EL0636.in June 1991.
 EL0636
 EL0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0636.GEOID18 height accuracy estimate available here.
 EL0636
 EL0636.Click photographs - Photos may exist for this station.
 EL0636
 EL0636.The dynamic height is computed by dividing the NAVD 88
 EL0636.geopotential number by the normal gravity value computed on the
 EL0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0636.degrees latitude (g = 980.6199 gals.).
 EL0636
 EL0636.The modeled gravity was interpolated from observed gravity values.
 EL0636
 EL0636;                    North         East    Units  Estimated Accuracy
 EL0636;SPC OK S     -    78,260.      603,820.      MT  (+/- 180 meters Scaled)
 EL0636
 EL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC961669(NAD 83)
 EL0636
 EL0636                          SUPERSEDED SURVEY CONTROL
 EL0636
 EL0636.No superseded survey control is available for this station.
 EL0636
 EL0636_MARKER: I = METAL ROD
 EL0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0636_STAMPING: E 213 1986
 EL0636_MARK LOGO: NGS
 EL0636_PROJECTION: FLUSH
 EL0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0636_ROD/PIPE-DEPTH: 5.5 meters
 EL0636
 EL0636  HISTORY     - Date     Condition        Report By
 EL0636  HISTORY     - 1986     MONUMENTED       NGS
 EL0636
 EL0636                          STATION DESCRIPTION
 EL0636
 EL0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0636'14.0 KM (8.7 MI) SOUTH FROM WAURIKA.
 EL0636'14.0 KM (8.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0636'WITH U.S. HIGHWAY 70 IN WAURIKA, 32.3 M (106.0 FT) NORTH OF A UTILITY
 EL0636'POLE, 25.9 M (85.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.3 M
 EL0636'(10.8 FT) SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 1.4 M (4.6
 EL0636'FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM
 EL0636'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0636'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EL0636'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0694 ***********************************************************************
 EL0694  DESIGNATION -  E 214
 EL0694  PID         -  EL0694
 EL0694  STATE/COUNTY-  OK/GRADY
 EL0694  COUNTRY     -  US
 EL0694  USGS QUAD   -  NINNEKAH (2018)
 EL0694
 EL0694                         *CURRENT SURVEY CONTROL
 EL0694  ______________________________________________________________________
 EL0694* NAD 83(1986) POSITION- 34 55 53.     (N) 097 57 07.     (W)   SCALED
 EL0694* NAVD 88 ORTHO HEIGHT -   342.180 (meters)     1122.64  (feet) ADJUSTED
 EL0694  ______________________________________________________________________
 EL0694  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 EL0694  DYNAMIC HEIGHT  -        341.840 (meters)     1121.52  (feet) COMP
 EL0694  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 EL0694
 EL0694  VERT ORDER      -  FIRST     CLASS II
 EL0694
 EL0694.The horizontal coordinates were scaled from a map and have
 EL0694.an estimated accuracy of +/- 6 seconds.
 EL0694
 EL0694.The orthometric height was determined by differential leveling and
 EL0694.adjusted by the NATIONAL GEODETIC SURVEY
 EL0694.in June 1991.
 EL0694
 EL0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0694.GEOID18 height accuracy estimate available here.
 EL0694
 EL0694.Click photographs - Photos may exist for this station.
 EL0694
 EL0694.The dynamic height is computed by dividing the NAVD 88
 EL0694.geopotential number by the normal gravity value computed on the
 EL0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0694.degrees latitude (g = 980.6199 gals.).
 EL0694
 EL0694.The modeled gravity was interpolated from observed gravity values.
 EL0694
 EL0694;                    North         East    Units  Estimated Accuracy
 EL0694;SPC OK S     -   177,270.      604,390.      MT  (+/- 180 meters Scaled)
 EL0694
 EL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND957659(NAD 83)
 EL0694
 EL0694                          SUPERSEDED SURVEY CONTROL
 EL0694
 EL0694.No superseded survey control is available for this station.
 EL0694
 EL0694_MARKER: I = METAL ROD
 EL0694_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0694+WITH SETTING: INFORMATION.
 EL0694_STAMPING: E 214 1986
 EL0694_MARK LOGO: NGS
 EL0694_PROJECTION: FLUSH
 EL0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0694_ROD/PIPE-DEPTH: 1.8 meters
 EL0694
 EL0694  HISTORY     - Date     Condition        Report By
 EL0694  HISTORY     - 1986     MONUMENTED       NGS
 EL0694
 EL0694                          STATION DESCRIPTION
 EL0694
 EL0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0694'23.0 KM (14.3 MI) SOUTH FROM CHICKASHA.
 EL0694'14.3 KM (8.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0694'BUILDING IN CHICKASHA, 20.3 M (66.6 FT) EAST OF THE CENTERLINE OF THE
 EL0694'NORTH BOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT) NORTHEAST OF THE
 EL0694'CENTER OF THE NORTH HEADWALL OF A CULVERT, 10.9 M (35.8 FT) NORTH OF
 EL0694'THE CENTER OF A DRIVEWAY LEADING EAST TO THE A.V. BERRY RESIDENCE, AND
 EL0694'3.6 M (11.8 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 EL0694'IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0694'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0694'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0802 ***********************************************************************
 FJ0802  DESIGNATION -  E 215
 FJ0802  PID         -  FJ0802
 FJ0802  STATE/COUNTY-  OK/GRADY
 FJ0802  COUNTRY     -  US
 FJ0802  USGS QUAD   -  MINCO (2018)
 FJ0802
 FJ0802                         *CURRENT SURVEY CONTROL
 FJ0802  ______________________________________________________________________
 FJ0802* NAD 83(1986) POSITION- 35 21 48.03   (N) 097 55 50.02   (W)   HD_HELD1
 FJ0802* NAVD 88 ORTHO HEIGHT -   383.999 (meters)     1259.84  (feet) ADJUSTED
 FJ0802  ______________________________________________________________________
 FJ0802  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 FJ0802  DYNAMIC HEIGHT  -        383.618 (meters)     1258.59  (feet) COMP
 FJ0802  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FJ0802
 FJ0802  VERT ORDER      -  FIRST     CLASS II
 FJ0802
 FJ0802.The horizontal coordinates were determined by differentially corrected
 FJ0802.hand held GPS observations or other comparable positioning techniques
 FJ0802.and have an estimated accuracy of +/- 3 meters.
 FJ0802
 FJ0802.The orthometric height was determined by differential leveling and
 FJ0802.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0802.in June 1991.
 FJ0802
 FJ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0802.GEOID18 height accuracy estimate available here.
 FJ0802
 FJ0802.Click photographs - Photos may exist for this station.
 FJ0802
 FJ0802.The dynamic height is computed by dividing the NAVD 88
 FJ0802.geopotential number by the normal gravity value computed on the
 FJ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0802.degrees latitude (g = 980.6199 gals.).
 FJ0802
 FJ0802.The modeled gravity was interpolated from observed gravity values.
 FJ0802
 FJ0802;                    North         East    Units  Estimated Accuracy
 FJ0802;SPC OK S     -   225,187.6     606,311.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0802
 FJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9715613862(NAD 83)
 FJ0802
 FJ0802                          SUPERSEDED SURVEY CONTROL
 FJ0802
 FJ0802.No superseded survey control is available for this station.
 FJ0802
 FJ0802_MARKER: DV = VERTICAL CONTROL DISK
 FJ0802_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0802_SP_SET: BRIDGE ABUTMENT
 FJ0802_STAMPING: E 215 1986
 FJ0802_MARK LOGO: NGS
 FJ0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0802+STABILITY: POSITION/ELEVATION WELL
 FJ0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0802+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 FJ0802
 FJ0802  HISTORY     - Date     Condition        Report By
 FJ0802  HISTORY     - 1986     MONUMENTED       NGS
 FJ0802  HISTORY     - 20030624 GOOD             OKDOT
 FJ0802
 FJ0802                          STATION DESCRIPTION
 FJ0802
 FJ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0802'15.6 KM (9.7 MI) SOUTH FROM EL RENO.
 FJ0802'15.6 KM (9.7 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0802'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, IN THE EAST
 FJ0802'END OF THE SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 FJ0802'CANADIAN RIVER, AND 2.7 M (8.9 FT) EAST OF THE NEAR RAIL.
 FJ0802'THE MARK IS 2.3 M BELOW THE RAIL.
 FJ0802
 FJ0802                          STATION RECOVERY (2003)
 FJ0802
 FJ0802'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 FJ0802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1393 ***********************************************************************
 FJ1393  DESIGNATION -  E 216
 FJ1393  PID         -  FJ1393
 FJ1393  STATE/COUNTY-  OK/CLEVELAND
 FJ1393  COUNTRY     -  US
 FJ1393  USGS QUAD   -  MOORE (2018)
 FJ1393
 FJ1393                         *CURRENT SURVEY CONTROL
 FJ1393  ______________________________________________________________________
 FJ1393* NAD 83(1986) POSITION- 35 20 04.26   (N) 097 28 37.46   (W)   HD_HELD1
 FJ1393* NAVD 88 ORTHO HEIGHT -   374.566 (meters)     1228.89  (feet) ADJUSTED
 FJ1393  ______________________________________________________________________
 FJ1393  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 FJ1393  DYNAMIC HEIGHT  -        374.204 (meters)     1227.70  (feet) COMP
 FJ1393  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 FJ1393
 FJ1393  VERT ORDER      -  FIRST     CLASS II
 FJ1393
 FJ1393.The horizontal coordinates were determined by differentially corrected
 FJ1393.hand held GPS observations or other comparable positioning techniques
 FJ1393.and have an estimated accuracy of +/- 3 meters.
 FJ1393
 FJ1393.The orthometric height was determined by differential leveling and
 FJ1393.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1393.in August 1994.
 FJ1393
 FJ1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1393.GEOID18 height accuracy estimate available here.
 FJ1393
 FJ1393.Click photographs - Photos may exist for this station.
 FJ1393
 FJ1393.The dynamic height is computed by dividing the NAVD 88
 FJ1393.geopotential number by the normal gravity value computed on the
 FJ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1393.degrees latitude (g = 980.6199 gals.).
 FJ1393
 FJ1393.The modeled gravity was interpolated from observed gravity values.
 FJ1393
 FJ1393;                    North         East    Units  Estimated Accuracy
 FJ1393;SPC OK S     -   222,110.4     647,542.8     MT  (+/- 3 meters HH1 GPS) 
 FJ1393
 FJ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3840711204(NAD 83)
 FJ1393
 FJ1393                          SUPERSEDED SURVEY CONTROL
 FJ1393
 FJ1393.No superseded survey control is available for this station.
 FJ1393
 FJ1393_MARKER: F = FLANGE-ENCASED ROD
 FJ1393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1393_STAMPING: E 216 1994
 FJ1393_MARK LOGO: NGS
 FJ1393_PROJECTION: FLUSH
 FJ1393_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1393+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2022
 FJ1393_ROD/PIPE-DEPTH: 4.3 meters
 FJ1393
 FJ1393  HISTORY     - Date     Condition        Report By
 FJ1393  HISTORY     - 1994     MONUMENTED       NGS
 FJ1393  HISTORY     - 20071204 GOOD             COOPWD
 FJ1393  HISTORY     - 20140125 GOOD             GEOCAC
 FJ1393  HISTORY     - 20220218 GOOD             CEC
 FJ1393
 FJ1393                          STATION DESCRIPTION
 FJ1393
 FJ1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1393'IN MOORE, AT THE INTERSECTION OF EASTERN AVENUE AND SOUTHEAST 4TH
 FJ1393'STREET, 39.7 M (130.2 FT) EAST OF THE CENTER OF THE SOUTH ENTRANCE
 FJ1393'GATE LEADING TO MOORE SUBSTATION NUMBER 8654, 26.8 M (87.9 FT) NORTH
 FJ1393'OF THE STREET CENTER, 21.4 M (70.2 FT) WEST OF THE AVENUE CENTER,
 FJ1393'12.5 M (41.0 FT) NORTHWEST OF A FIRE HYDRANT, 2.2 M (7.2 FT) NORTH OF
 FJ1393'THE SOUTHEAST CORNER OF THE SUBSTATION, 0.9 M (3.0 FT) ABOVE THE
 FJ1393'LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 FJ1393'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1393
 FJ1393                          STATION RECOVERY (2007)
 FJ1393
 FJ1393'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2007 (BGS)
 FJ1393'RECOVERED IN GOOD CONDITION.
 FJ1393
 FJ1393                          STATION RECOVERY (2014)
 FJ1393
 FJ1393'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 FJ1393'RECOVERED IN GOOD CONDITION.
 FJ1393
 FJ1393                          STATION RECOVERY (2022)
 FJ1393
 FJ1393'RECOVERY NOTE BY CLARK ENGINEERING CORPORATION 2022 (MC)
 FJ1393'FOUND AS DESCRIBED BY NATIONAL GEODETIC SURVEY 1994.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0778 ***********************************************************************
 GJ0778  DESIGNATION -  E 217
 GJ0778  PID         -  GJ0778
 GJ0778  STATE/COUNTY-  OK/ELLIS
 GJ0778  COUNTRY     -  US
 GJ0778  USGS QUAD   -  ARNETT (2018)
 GJ0778
 GJ0778                         *CURRENT SURVEY CONTROL
 GJ0778  ______________________________________________________________________
 GJ0778* NAD 83(1986) POSITION- 36 07 47.68   (N) 099 45 26.04   (W)   HD_HELD1
 GJ0778* NAVD 88 ORTHO HEIGHT -   740.055 (meters)     2428.00  (feet) ADJUSTED
 GJ0778  ______________________________________________________________________
 GJ0778  GEOID HEIGHT    -        -28.367 (meters)                     GEOID18
 GJ0778  DYNAMIC HEIGHT  -        739.294 (meters)     2425.50  (feet) COMP
 GJ0778  MODELED GRAVITY -    979,579.7   (mgal)                       NAVD 88
 GJ0778
 GJ0778  VERT ORDER      -  FIRST     CLASS II
 GJ0778
 GJ0778.The horizontal coordinates were determined by differentially corrected
 GJ0778.hand held GPS observations or other comparable positioning techniques
 GJ0778.and have an estimated accuracy of +/- 3 meters.
 GJ0778
 GJ0778.The orthometric height was determined by differential leveling and
 GJ0778.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0778.in August 1994.
 GJ0778
 GJ0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0778.GEOID18 height accuracy estimate available here.
 GJ0778
 GJ0778.Click photographs - Photos may exist for this station.
 GJ0778
 GJ0778.The dynamic height is computed by dividing the NAVD 88
 GJ0778.geopotential number by the normal gravity value computed on the
 GJ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0778.degrees latitude (g = 980.6199 gals.).
 GJ0778
 GJ0778.The modeled gravity was interpolated from observed gravity values.
 GJ0778
 GJ0778;                    North         East    Units  Estimated Accuracy
 GJ0778;SPC OK N     -   126,798.1     441,838.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0778
 GJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3186398623(NAD 83)
 GJ0778
 GJ0778                          SUPERSEDED SURVEY CONTROL
 GJ0778
 GJ0778.No superseded survey control is available for this station.
 GJ0778
 GJ0778_MARKER: I = METAL ROD
 GJ0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0778_STAMPING: E 217 1994
 GJ0778_MARK LOGO: NGS
 GJ0778_PROJECTION: FLUSH
 GJ0778_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0778+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2007
 GJ0778_ROD/PIPE-DEPTH: 8.3 meters
 GJ0778
 GJ0778  HISTORY     - Date     Condition        Report By
 GJ0778  HISTORY     - 1994     MONUMENTED       NGS
 GJ0778  HISTORY     - 20070513 GOOD             INDIV
 GJ0778
 GJ0778                          STATION DESCRIPTION
 GJ0778
 GJ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0778'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0778'ARNETT, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0778'17.9 M (58.7 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 10.8
 GJ0778'M (35.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 2.9 M (9.5 FT)
 GJ0778'WEST-NORTHWEST OF A UTILITY POLE, 2.3 M (7.5 FT) NORTH OF A FENCE
 GJ0778'CORNER, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND THE MOST
 GJ0778'NORTHERLY OF 2 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT
 GJ0778'IS THROUGH A 5-INCH LOGO CAP.
 GJ0778
 GJ0778                          STATION RECOVERY (2007)
 GJ0778
 GJ0778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 GJ0778'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1480 ***********************************************************************
 DM1480  DESIGNATION -  E 218
 DM1480  PID         -  DM1480
 DM1480  STATE/COUNTY-  OK/MCCURTAIN
 DM1480  COUNTRY     -  US
 DM1480  USGS QUAD   -  DE KALB NW (2019)
 DM1480
 DM1480                         *CURRENT SURVEY CONTROL
 DM1480  ______________________________________________________________________
 DM1480* NAD 83(1986) POSITION- 33 44 09.     (N) 094 41 47.     (W)   SCALED
 DM1480* NAVD 88 ORTHO HEIGHT -   103.239 (meters)      338.71  (feet) ADJUSTED
 DM1480  ______________________________________________________________________
 DM1480  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 DM1480  DYNAMIC HEIGHT  -        103.133 (meters)      338.36  (feet) COMP
 DM1480  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 DM1480
 DM1480  VERT ORDER      -  FIRST     CLASS II
 DM1480
 DM1480.The horizontal coordinates were scaled from a map and have
 DM1480.an estimated accuracy of +/- 6 seconds.
 DM1480
 DM1480.The orthometric height was determined by differential leveling and
 DM1480.adjusted by the NATIONAL GEODETIC SURVEY
 DM1480.in August 1994.
 DM1480
 DM1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1480.GEOID18 height accuracy estimate available here.
 DM1480
 DM1480.Click photographs - Photos may exist for this station.
 DM1480
 DM1480.The dynamic height is computed by dividing the NAVD 88
 DM1480.geopotential number by the normal gravity value computed on the
 DM1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1480.degrees latitude (g = 980.6199 gals.).
 DM1480
 DM1480.The modeled gravity was interpolated from observed gravity values.
 DM1480
 DM1480;                    North         East    Units  Estimated Accuracy
 DM1480;SPC OK S     -    49,660.      906,100.      MT  (+/- 180 meters Scaled)
 DM1480
 DM1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT428341(NAD 83)
 DM1480
 DM1480                          SUPERSEDED SURVEY CONTROL
 DM1480
 DM1480.No superseded survey control is available for this station.
 DM1480
 DM1480_MARKER: I = METAL ROD
 DM1480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1480_STAMPING: E 218 1994
 DM1480_MARK LOGO: NGS
 DM1480_PROJECTION: FLUSH
 DM1480_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1480+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1480_ROD/PIPE-DEPTH: 8.3 meters
 DM1480
 DM1480  HISTORY     - Date     Condition        Report By
 DM1480  HISTORY     - 1994     MONUMENTED       NGS
 DM1480
 DM1480                          STATION DESCRIPTION
 DM1480
 DM1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1480'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1480'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 6.5 KM (4.05 MI) SOUTHERLY
 DM1480'ALONG A PAVED ROAD, THENCE 3.5 KM (2.15 MI) WESTERLY ALONG A PAVED
 DM1480'ROAD, THENCE 3.4 KM (2.10 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 DM1480'ROAD, 13.8 M (45.3 FT) EAST OF THE EXTENDED CENTER OF A ROAD LEADING
 DM1480'SOUTH, 10.8 M (35.4 FT) NORTHEAST OF THE EAST END OF A GATE, 10.6 M
 DM1480'(34.8 FT) NORTHWEST OF THE ROAD CENTER, 0.3 M (1.0 FT) ABOVE THE
 DM1480'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST AND
 DM1480'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1265 ***********************************************************************
 FH1265  DESIGNATION -  E 219
 FH1265  PID         -  FH1265
 FH1265  STATE/COUNTY-  OK/TULSA
 FH1265  COUNTRY     -  US
 FH1265  USGS QUAD   -  LEONARD (2018)
 FH1265
 FH1265                         *CURRENT SURVEY CONTROL
 FH1265  ______________________________________________________________________
 FH1265* NAD 83(2011) POSITION- 35 54 56.54797(N) 095 48 03.88024(W)   ADJUSTED
 FH1265* NAD 83(2011) ELLIP HT-   167.597 (meters)        (01/04/23)   ADJUSTED
 FH1265* NAD 83(2011) EPOCH   -  2010.00
 FH1265* NAVD 88 ORTHO HEIGHT -   196.737 (meters)      645.46  (feet) ADJUSTED
 FH1265  ______________________________________________________________________
 FH1265  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 FH1265  NAD 83(2011) X  -   -522,722.210 (meters)                     COMP
 FH1265  NAD 83(2011) Y  - -5,145,141.555 (meters)                     COMP
 FH1265  NAD 83(2011) Z  -  3,720,719.278 (meters)                     COMP
 FH1265  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 FH1265  DYNAMIC HEIGHT  -        196.558 (meters)      644.87  (feet) COMP
 FH1265  MODELED GRAVITY -    979,721.3   (mgal)                       NAVD 88
 FH1265
 FH1265  VERT ORDER      -  FIRST     CLASS II
 FH1265
 FH1265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1265  Standards:
 FH1265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1265  -------------------------------------------------------------------
 FH1265  NETWORK    0.97   1.53           0.44   0.34   0.78      0.08029864
 FH1265  -------------------------------------------------------------------
 FH1265  Click here for local accuracies and other accuracy information.
 FH1265
 FH1265.The horizontal coordinates were established by GPS observations
 FH1265.and adjusted by the OK DEPT OF TRANSP in January 2023.
 FH1265
 FH1265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1265.been affixed to the stable North American tectonic plate. See 
 FH1265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1265
 FH1265.The horizontal coordinates are valid at the epoch date displayed above
 FH1265.which is a decimal equivalence of Year/Month/Day.
 FH1265
 FH1265.The orthometric height was determined by differential leveling and
 FH1265.adjusted by the NATIONAL GEODETIC SURVEY
 FH1265.in August 1994.
 FH1265
 FH1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1265.GEOID18 height accuracy estimate available here.
 FH1265
 FH1265.Click photographs - Photos may exist for this station.
 FH1265
 FH1265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1265
 FH1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1265
 FH1265.The ellipsoidal height was determined by GPS observations
 FH1265.and is referenced to NAD 83.
 FH1265
 FH1265.The dynamic height is computed by dividing the NAVD 88
 FH1265.geopotential number by the normal gravity value computed on the
 FH1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1265.degrees latitude (g = 980.6199 gals.).
 FH1265
 FH1265.The modeled gravity was interpolated from observed gravity values.
 FH1265
 FH1265. The following values were computed from the NAD 83(2011) position.
 FH1265
 FH1265;                    North         East     Units Scale Factor Converg.
 FH1265;SPC OK N     -   103,847.518   798,447.806   MT  0.99995501   +1 17 51.7
 FH1265;SPC OK N     -   340,706.40  2,619,574.18   sFT  0.99995501   +1 17 51.7
 FH1265;UTM  15      - 3,978,225.140   247,245.471   MT  1.00038727   -1 38 38.3
 FH1265
 FH1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1265!SPC OK N     -   0.99997370  x   0.99995501  =   0.99992871
 FH1265!UTM  15      -   0.99997370  x   1.00038727  =   1.00036096
 FH1265
 FH1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4724578225(NAD 83)
 FH1265
 FH1265                          SUPERSEDED SURVEY CONTROL
 FH1265
 FH1265.No superseded survey control is available for this station.
 FH1265
 FH1265_MARKER: F = FLANGE-ENCASED ROD
 FH1265_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1265+WITH SETTING: INFORMATION.
 FH1265_STAMPING: E 219 1994
 FH1265_MARK LOGO: NGS
 FH1265_PROJECTION: FLUSH
 FH1265_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1265+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FH1265
 FH1265  HISTORY     - Date     Condition        Report By
 FH1265  HISTORY     - 1994     MONUMENTED       NGS
 FH1265  HISTORY     - 20070723 GOOD             OKDOT
 FH1265  HISTORY     - 20221005 GOOD             OKDOT
 FH1265  HISTORY     - 20221010 GOOD             OKDOT
 FH1265
 FH1265                          STATION DESCRIPTION
 FH1265
 FH1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1265'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1265'IN LEONARD, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG SOUTH 157 AVENUE,
 FH1265'EAST, A METAL ROD DRIVEN 2.3 METERS AND FLUSH WITH THE GROUND,
 FH1265'55.2 M (181.1 FT) EAST OF THE CENTER OF THE EAST LEG OF THE
 FH1265'AVENUE INTERSECTION, 9.2 M (30.2 FT) NORTH OF THE CENTER OF EAST
 FH1265'171ST STREET SOUTH, 8.6 M (28.2 FT) NORTHWEST OF A UTILITY POLE, 2.1
 FH1265'M (6.9 FT) WEST OF THE EXTENDED CENTERLINE OF BIXHOMA LAKE ROAD, 0.3
 FH1265'M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 FH1265'BELOW THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS
 FH1265'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 FH1265'ANCHORED.
 FH1265
 FH1265                          STATION RECOVERY (2007)
 FH1265
 FH1265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (BIW)
 FH1265'RECOVERED IN GOOD CONDITION.
 FH1265
 FH1265                          STATION RECOVERY (2022)
 FH1265
 FH1265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH1265'SLEEVE APPEARS TO HAVE SUNK.
 FH1265
 FH1265                          STATION RECOVERY (2022)
 FH1265
 FH1265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH1265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1417 ***********************************************************************
 FJ1417  DESIGNATION -  E 220
 FJ1417  PID         -  FJ1417
 FJ1417  STATE/COUNTY-  OK/CREEK
 FJ1417  COUNTRY     -  US
 FJ1417  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1417
 FJ1417                         *CURRENT SURVEY CONTROL
 FJ1417  ______________________________________________________________________
 FJ1417* NAD 83(1986) POSITION- 35 58 31.58   (N) 096 06 39.29   (W)   HD_HELD1
 FJ1417* NAVD 88 ORTHO HEIGHT -   216.198 (meters)      709.31  (feet) ADJUSTED
 FJ1417  ______________________________________________________________________
 FJ1417  GEOID HEIGHT    -        -28.719 (meters)                     GEOID18
 FJ1417  DYNAMIC HEIGHT  -        216.007 (meters)      708.68  (feet) COMP
 FJ1417  MODELED GRAVITY -    979,745.6   (mgal)                       NAVD 88
 FJ1417
 FJ1417  VERT ORDER      -  FIRST     CLASS II
 FJ1417
 FJ1417.The horizontal coordinates were determined by differentially corrected
 FJ1417.hand held GPS observations or other comparable positioning techniques
 FJ1417.and have an estimated accuracy of +/- 3 meters.
 FJ1417
 FJ1417.The orthometric height was determined by differential leveling and
 FJ1417.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1417.in August 1994.
 FJ1417
 FJ1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1417.GEOID18 height accuracy estimate available here.
 FJ1417
 FJ1417.Click photographs - Photos may exist for this station.
 FJ1417
 FJ1417.The dynamic height is computed by dividing the NAVD 88
 FJ1417.geopotential number by the normal gravity value computed on the
 FJ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1417.degrees latitude (g = 980.6199 gals.).
 FJ1417
 FJ1417.The modeled gravity was interpolated from observed gravity values.
 FJ1417
 FJ1417;                    North         East    Units  Estimated Accuracy
 FJ1417;SPC OK N     -   109,884.9     770,360.7     MT  (+/- 3 meters HH1 GPS) 
 FJ1417
 FJ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6050185084(NAD 83)
 FJ1417
 FJ1417                          SUPERSEDED SURVEY CONTROL
 FJ1417
 FJ1417.No superseded survey control is available for this station.
 FJ1417
 FJ1417_MARKER: F = FLANGE-ENCASED ROD
 FJ1417_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1417+WITH SETTING: INFORMATION.
 FJ1417_STAMPING: E 220 1994
 FJ1417_MARK LOGO: NGS
 FJ1417_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1417+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1417
 FJ1417  HISTORY     - Date     Condition        Report By
 FJ1417  HISTORY     - 1994     MONUMENTED       NGS
 FJ1417  HISTORY     - 20220531 GOOD             OKDOT
 FJ1417
 FJ1417                          STATION DESCRIPTION
 FJ1417
 FJ1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1417'2.8 KM (1.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1417'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, THENCE 0.2 KM
 FJ1417'(0.10 MI) NORTHERLY ALONG SOUTH RIDGEWAY STREET, A METAL ROD
 FJ1417'DRIVEN 2.1 METERS AND FLUSH WITH THE GROUND, 17.7 M (58.1 FT)
 FJ1417'SOUTH OF THE CENTER OF THE MOST SOUTHERLY OF 2 WEST ENTRANCES TO THE
 FJ1417'SOUTH HEIGHTS CEMETERY, 7.8 M (25.6 FT) EAST OF THE STREET CENTER,
 FJ1417'0.5 M (1.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A ROCK WALL, AND
 FJ1417'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE
 FJ1417'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 FJ1417'REFUSAL AND ANCHORED.
 FJ1417
 FJ1417                          STATION RECOVERY (2022)
 FJ1417
 FJ1417'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9262 ***********************************************************************
 AC9262  DESIGNATION -  E 221
 AC9262  PID         -  AC9262
 AC9262  STATE/COUNTY-  OK/DEWEY
 AC9262  COUNTRY     -  US
 AC9262  USGS QUAD   -  CAMARGO (2018)
 AC9262
 AC9262                         *CURRENT SURVEY CONTROL
 AC9262  ______________________________________________________________________
 AC9262* NAD 83(1986) POSITION- 36 04 39.     (N) 099 17 05.     (W)   SCALED
 AC9262* NAVD 88 ORTHO HEIGHT -   627.589 (meters)     2059.01  (feet) ADJUSTED
 AC9262  ______________________________________________________________________
 AC9262  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 AC9262  DYNAMIC HEIGHT  -        626.961 (meters)     2056.95  (feet) COMP
 AC9262  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 AC9262
 AC9262  VERT ORDER      -  SECOND    CLASS I
 AC9262
 AC9262.The horizontal coordinates were scaled from a map and have
 AC9262.an estimated accuracy of +/- 6 seconds.
 AC9262
 AC9262.The orthometric height was determined by differential leveling and
 AC9262.adjusted by the NATIONAL GEODETIC SURVEY
 AC9262.in July 2002.
 AC9262
 AC9262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9262.GEOID18 height accuracy estimate available here.
 AC9262
 AC9262.Click photographs - Photos may exist for this station.
 AC9262
 AC9262.The dynamic height is computed by dividing the NAVD 88
 AC9262.geopotential number by the normal gravity value computed on the
 AC9262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9262.degrees latitude (g = 980.6199 gals.).
 AC9262
 AC9262.The modeled gravity was interpolated from observed gravity values.
 AC9262
 AC9262;                    North         East    Units  Estimated Accuracy
 AC9262;SPC OK N     -   120,320.      484,290.      MT  (+/- 180 meters Scaled)
 AC9262
 AC9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME743925(NAD 83)
 AC9262
 AC9262                          SUPERSEDED SURVEY CONTROL
 AC9262
 AC9262.No superseded survey control is available for this station.
 AC9262
 AC9262_MARKER: I = METAL ROD
 AC9262_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9262_STAMPING: E 221 1997
 AC9262_MARK LOGO: NGS
 AC9262_PROJECTION: FLUSH
 AC9262_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9262+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9262_ROD/PIPE-DEPTH: 8.1 meters
 AC9262_SLEEVE-DEPTH  : 0.9 meters
 AC9262
 AC9262  HISTORY     - Date     Condition        Report By
 AC9262  HISTORY     - 1997     MONUMENTED       NGS
 AC9262
 AC9262                          STATION DESCRIPTION
 AC9262
 AC9262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9262'8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 AC9262'IN VICI, THENCE 1.9 KM (1.20 MI) WESTERLY ALONG A DIRT ROAD, THENCE
 AC9262'1.0 KM (0.60 MI) SOUTHERLY ALONG A DIRT ROAD, 19.3 M (63.3 FT) NORTH
 AC9262'OF THE CENTER OF A FIELD ENTRANCE, 6.7 M (22.0 FT) WEST OF THE ROAD
 AC9262'CENTER, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT)
 AC9262'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9262'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9262'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0310 ***********************************************************************
 GL0310  DESIGNATION -  E 23
 GL0310  PID         -  GL0310
 GL0310  STATE/COUNTY-  OK/CIMARRON
 GL0310  COUNTRY     -  US
 GL0310  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL0310
 GL0310                         *CURRENT SURVEY CONTROL
 GL0310  ______________________________________________________________________
 GL0310* NAD 83(1986) POSITION- 36 50 55.     (N) 102 30 53.     (W)   SCALED
 GL0310* NAVD 88 ORTHO HEIGHT -  1231.471 (meters)     4040.25  (feet) ADJUSTED
 GL0310  ______________________________________________________________________
 GL0310  GEOID HEIGHT    -        -23.729 (meters)                     GEOID18
 GL0310  DYNAMIC HEIGHT  -       1230.131 (meters)     4035.85  (feet) COMP
 GL0310  MODELED GRAVITY -    979,500.4   (mgal)                       NAVD 88
 GL0310
 GL0310  VERT ORDER      -  FIRST     CLASS II
 GL0310
 GL0310.The horizontal coordinates were scaled from a map and have
 GL0310.an estimated accuracy of +/- 6 seconds.
 GL0310
 GL0310.The orthometric height was determined by differential leveling and
 GL0310.adjusted by the NATIONAL GEODETIC SURVEY
 GL0310.in June 1991.
 GL0310
 GL0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0310.GEOID18 height accuracy estimate available here.
 GL0310
 GL0310.Click photographs - Photos may exist for this station.
 GL0310
 GL0310.The dynamic height is computed by dividing the NAVD 88
 GL0310.geopotential number by the normal gravity value computed on the
 GL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0310.degrees latitude (g = 980.6199 gals.).
 GL0310
 GL0310.The modeled gravity was interpolated from observed gravity values.
 GL0310
 GL0310;                    North         East    Units  Estimated Accuracy
 GL0310;SPC OK N     -   214,480.      197,480.      MT  (+/- 180 meters Scaled)
 GL0310
 GL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA215809(NAD 83)
 GL0310
 GL0310                          SUPERSEDED SURVEY CONTROL
 GL0310
 GL0310.No superseded survey control is available for this station.
 GL0310
 GL0310_MARKER: DB = BENCH MARK DISK
 GL0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0310_STAMPING: E 23 1933
 GL0310_MARK LOGO: CGS
 GL0310_PROJECTION: PROJECTING 15 CENTIMETERS
 GL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0310+STABILITY: SURFACE MOTION
 GL0310
 GL0310  HISTORY     - Date     Condition        Report By
 GL0310  HISTORY     - 1933     MONUMENTED       CGS
 GL0310  HISTORY     - 1966     GOOD             USGS
 GL0310  HISTORY     - 1985     GOOD             NGS
 GL0310  HISTORY     - 20040706 GOOD             OKDOT
 GL0310  HISTORY     - 20190807 MARK NOT FOUND   OKDOT
 GL0310
 GL0310                          STATION DESCRIPTION
 GL0310
 GL0310'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0310'8.5 MI N FROM BOISE CITY.
 GL0310'BOISE CITY, CIMARRON COUNTY, 8.5 MI. NO. ALONG U. S. HWY. 287 FROM THE
 GL0310'COURTHOUSE AT, T. 5 N., R. 5 E., IN SW 1/4 OF SECTION 34, ON THE OLD
 GL0310'HWY., 0.15 MI. N. OF THE N. END OF A BRIDGE, 57 FT. E. OF NEW HWY., 63
 GL0310'FT. SW OF A POWERLINE POLE PAINTED BM, 6 FT. E. OF A RIGHT OF WAY
 GL0310'FENCE, IN CONCRETE POST PROJECTING 0.5 FT.  A USC AND GS DISK STAMPED
 GL0310'E-23 1933.
 GL0310
 GL0310                          STATION RECOVERY (1985)
 GL0310
 GL0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0310'RECOVERED IN GOOD CONDITION.  DELETE=14 FEET WEST OF A FENCE. ADD=
 GL0310'1.5 M (4.9 FT) EAST OF A WITNESS POST AND FENCE.  NOTE=STATE HIGHWAY 3
 GL0310'IS NOW U.S. HIGHWAYS 385 AND 287.
 GL0310
 GL0310                          STATION RECOVERY (2004)
 GL0310
 GL0310'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL0310'RECOVERED IN GOOD CONDITION.
 GL0310
 GL0310                          STATION RECOVERY (2019)
 GL0310
 GL0310'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0362 ***********************************************************************
 FK0362  DESIGNATION -  E 26
 FK0362  PID         -  FK0362
 FK0362  STATE/COUNTY-  OK/BECKHAM
 FK0362  COUNTRY     -  US
 FK0362  USGS QUAD   -  HOCKER (2018)
 FK0362
 FK0362                         *CURRENT SURVEY CONTROL
 FK0362  ______________________________________________________________________
 FK0362* NAD 83(1986) POSITION- 35 21 50.     (N) 099 27 40.     (W)   SCALED
 FK0362* NAVD 88 ORTHO HEIGHT -   628.684 (meters)     2062.61  (feet) ADJUSTED
 FK0362  ______________________________________________________________________
 FK0362  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 FK0362  DYNAMIC HEIGHT  -        628.026 (meters)     2060.45  (feet) COMP
 FK0362  MODELED GRAVITY -    979,565.8   (mgal)                       NAVD 88
 FK0362
 FK0362  VERT ORDER      -  SECOND    CLASS 0
 FK0362
 FK0362.The horizontal coordinates were scaled from a map and have
 FK0362.an estimated accuracy of +/- 6 seconds.
 FK0362
 FK0362.The orthometric height was determined by differential leveling and
 FK0362.adjusted by the NATIONAL GEODETIC SURVEY
 FK0362.in June 1991.
 FK0362
 FK0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0362.GEOID18 height accuracy estimate available here.
 FK0362
 FK0362.Click photographs - Photos may exist for this station.
 FK0362
 FK0362.The dynamic height is computed by dividing the NAVD 88
 FK0362.geopotential number by the normal gravity value computed on the
 FK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0362.degrees latitude (g = 980.6199 gals.).
 FK0362
 FK0362.The modeled gravity was interpolated from observed gravity values.
 FK0362
 FK0362;                    North         East    Units  Estimated Accuracy
 FK0362;SPC OK S     -   226,210.      467,210.      MT  (+/- 180 meters Scaled)
 FK0362
 FK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME581134(NAD 83)
 FK0362
 FK0362                          SUPERSEDED SURVEY CONTROL
 FK0362
 FK0362  NGVD 29 (??/??/92)  628.420  (m)         2061.74   (f) ADJ UNCH    2 0
 FK0362
 FK0362.Superseded values are not recommended for survey control.
 FK0362
 FK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0362.See file dsdata.pdf to determine how the superseded data were derived.
 FK0362
 FK0362_MARKER: DB = BENCH MARK DISK
 FK0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0362_STAMPING: E 26 1934
 FK0362_MARK LOGO: CGS
 FK0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0362+STABILITY: SURFACE MOTION
 FK0362
 FK0362  HISTORY     - Date     Condition        Report By
 FK0362  HISTORY     - 1934     MONUMENTED       CGS
 FK0362  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0362
 FK0362                          STATION DESCRIPTION
 FK0362
 FK0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0362'5.3 MI SW FROM ELK CITY.
 FK0362'5.3 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0362'THE STATION AT ELK CITY, BECKHAM COUNTY, 0.5 MILE SOUTH OF
 FK0362'MILEPOST 131, 0.1 MILE EAST OF THE C.P. FITZGERALD STOCK FARM,
 FK0362'48 FEET NORTHWEST OF THE CROSSING OF A SECTION-LINE ROAD, ON THE
 FK0362'NORTH RIGHT-OF-WAY OF THE ROAD, AND AT THE WEST RIGHT-OF-WAY
 FK0362'LINE OF THE RAILROAD.  A STANDARD DISK, STAMPED E 26 1934 AND SET
 FK0362'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0256 ***********************************************************************
 EM0256  DESIGNATION -  E 27
 EM0256  PID         -  EM0256
 EM0256  STATE/COUNTY-  OK/JACKSON
 EM0256  COUNTRY     -  US
 EM0256  USGS QUAD   -  HESTER (2018)
 EM0256
 EM0256                         *CURRENT SURVEY CONTROL
 EM0256  ______________________________________________________________________
 EM0256* NAD 83(1986) POSITION- 34 45 40.     (N) 099 24 19.     (W)   SCALED
 EM0256* NAVD 88 ORTHO HEIGHT -   436.862 (meters)     1433.27  (feet) ADJUSTED
 EM0256  ______________________________________________________________________
 EM0256  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 EM0256  DYNAMIC HEIGHT  -        436.403 (meters)     1431.77  (feet) COMP
 EM0256  MODELED GRAVITY -    979,572.0   (mgal)                       NAVD 88
 EM0256
 EM0256  VERT ORDER      -  SECOND    CLASS 0
 EM0256
 EM0256.The horizontal coordinates were scaled from a map and have
 EM0256.an estimated accuracy of +/- 6 seconds.
 EM0256
 EM0256.The orthometric height was determined by differential leveling and
 EM0256.adjusted by the NATIONAL GEODETIC SURVEY
 EM0256.in June 1991.
 EM0256
 EM0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0256.GEOID18 height accuracy estimate available here.
 EM0256
 EM0256.Click photographs - Photos may exist for this station.
 EM0256
 EM0256.The dynamic height is computed by dividing the NAVD 88
 EM0256.geopotential number by the normal gravity value computed on the
 EM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0256.degrees latitude (g = 980.6199 gals.).
 EM0256
 EM0256.The modeled gravity was interpolated from observed gravity values.
 EM0256
 EM0256;                    North         East    Units  Estimated Accuracy
 EM0256;SPC OK S     -   159,270.      471,360.      MT  (+/- 180 meters Scaled)
 EM0256
 EM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD629466(NAD 83)
 EM0256
 EM0256                          SUPERSEDED SURVEY CONTROL
 EM0256
 EM0256  NGVD 29 (??/??/92)  436.669  (m)         1432.64   (f) ADJ UNCH    2 0
 EM0256
 EM0256.Superseded values are not recommended for survey control.
 EM0256
 EM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0256.See file dsdata.pdf to determine how the superseded data were derived.
 EM0256
 EM0256_MARKER: DB = BENCH MARK DISK
 EM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0256_STAMPING: E 27 1934
 EM0256_MARK LOGO: CGS
 EM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0256+STABILITY: SURFACE MOTION
 EM0256
 EM0256  HISTORY     - Date     Condition        Report By
 EM0256  HISTORY     - 1934     MONUMENTED       CGS
 EM0256  HISTORY     - 1936     GOOD             CGS
 EM0256  HISTORY     - 1963     POOR             CGS
 EM0256
 EM0256                          STATION DESCRIPTION
 EM0256
 EM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0256'3.4 MI SE FROM HESTER.
 EM0256'IN JACKSON COUNTY, 3.4 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 EM0256'RAILROAD FROM THE STATION AT HESTER, GREER COUNTY, 0.1 MILE SOUTHEAST
 EM0256'OF MILEPOST 86, AT A SECTION-LINE ROAD CROSSING, 54 FEET NORTHEAST OF
 EM0256'THE NORTHEAST RAIL, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, AND AT
 EM0256'THE RAILROAD RIGHT-OF-WAY FENCE LINE. A STANDARD DISK, STAMPED E 27
 EM0256'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD LAND MAPS
 EM0256'INDICATE THAT THIS SECTION-LINE ROAD CROSSING IS ABOUT 0.2 MILE
 EM0256'SOUTHEAST OF MILEPOST 86.
 EM0256
 EM0256                          STATION RECOVERY (1963)
 EM0256
 EM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0256'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0147 ***********************************************************************
 FK0147  DESIGNATION -  E 28
 FK0147  PID         -  FK0147
 FK0147  STATE/COUNTY-  OK/WASHITA
 FK0147  COUNTRY     -  US
 FK0147  USGS QUAD   -  BESSIE (2018)
 FK0147
 FK0147                         *CURRENT SURVEY CONTROL
 FK0147  ______________________________________________________________________
 FK0147* NAD 83(1986) POSITION- 35 25 41.     (N) 098 58 41.     (W)   SCALED
 FK0147* NAVD 88 ORTHO HEIGHT -   490.709 (meters)     1609.93  (feet) ADJUSTED
 FK0147  ______________________________________________________________________
 FK0147  GEOID HEIGHT    -        -27.102 (meters)                     GEOID18
 FK0147  DYNAMIC HEIGHT  -        490.216 (meters)     1608.32  (feet) COMP
 FK0147  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 FK0147
 FK0147  VERT ORDER      -  SECOND    CLASS 0
 FK0147
 FK0147.The horizontal coordinates were scaled from a map and have
 FK0147.an estimated accuracy of +/- 6 seconds.
 FK0147
 FK0147.The orthometric height was determined by differential leveling and
 FK0147.adjusted by the NATIONAL GEODETIC SURVEY
 FK0147.in June 1991.
 FK0147
 FK0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0147.GEOID18 height accuracy estimate available here.
 FK0147
 FK0147.Click photographs - Photos may exist for this station.
 FK0147
 FK0147.The dynamic height is computed by dividing the NAVD 88
 FK0147.geopotential number by the normal gravity value computed on the
 FK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0147.degrees latitude (g = 980.6199 gals.).
 FK0147
 FK0147.The modeled gravity was interpolated from observed gravity values.
 FK0147
 FK0147;                    North         East    Units  Estimated Accuracy
 FK0147;SPC OK S     -   232,800.      511,180.      MT  (+/- 180 meters Scaled)
 FK0147
 FK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE019205(NAD 83)
 FK0147
 FK0147                          SUPERSEDED SURVEY CONTROL
 FK0147
 FK0147  NGVD 29 (??/??/92)  490.497  (m)         1609.24   (f) ADJ UNCH    2 0
 FK0147
 FK0147.Superseded values are not recommended for survey control.
 FK0147
 FK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0147.See file dsdata.pdf to determine how the superseded data were derived.
 FK0147
 FK0147_MARKER: DB = BENCH MARK DISK
 FK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0147_STAMPING: E 28 1934
 FK0147_MARK LOGO: CGS
 FK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0147+STABILITY: SURFACE MOTION
 FK0147
 FK0147  HISTORY     - Date     Condition        Report By
 FK0147  HISTORY     - 1934     MONUMENTED       CGS
 FK0147  HISTORY     - 1937     GOOD             CGS
 FK0147
 FK0147                          STATION DESCRIPTION
 FK0147
 FK0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0147'6.5 MI S FROM CLINTON.
 FK0147'IN WASHITA COUNTY, 6.5 MILES SOUTH ALONG THE ST. LOUIS-SAN
 FK0147'FRANCISCO RAILWAY FROM THE STATION AT CLINTON, CUSTER COUNTY,
 FK0147'ABOUT 1/4 MILE WEST OF STATE HIGHWAY 14, 0.4 MILE NORTHWEST
 FK0147'OF A FARMHOUSE, 100 FEET SOUTH OF MILEPOST 687, AND 30 FEET
 FK0147'EAST OF THE TRACK.  A STANDARD DISK, STAMPED E 28 1934 AND SET
 FK0147'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0209 ***********************************************************************
 EM0209  DESIGNATION -  E 29
 EM0209  PID         -  EM0209
 EM0209  STATE/COUNTY-  OK/KIOWA
 EM0209  COUNTRY     -  US
 EM0209  USGS QUAD   -  BABBS (2018)
 EM0209
 EM0209                         *CURRENT SURVEY CONTROL
 EM0209  ______________________________________________________________________
 EM0209* NAD 83(1986) POSITION- 34 59 40.     (N) 099 04 39.     (W)   SCALED
 EM0209* NAVD 88 ORTHO HEIGHT -   468.582 (meters)     1537.34  (feet) ADJUSTED
 EM0209  ______________________________________________________________________
 EM0209  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 EM0209  DYNAMIC HEIGHT  -        468.119 (meters)     1535.82  (feet) COMP
 EM0209  MODELED GRAVITY -    979,631.8   (mgal)                       NAVD 88
 EM0209
 EM0209  VERT ORDER      -  SECOND    CLASS 0
 EM0209
 EM0209.The horizontal coordinates were scaled from a map and have
 EM0209.an estimated accuracy of +/- 6 seconds.
 EM0209
 EM0209.The orthometric height was determined by differential leveling and
 EM0209.adjusted by the NATIONAL GEODETIC SURVEY
 EM0209.in June 1991.
 EM0209
 EM0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0209.GEOID18 height accuracy estimate available here.
 EM0209
 EM0209.Click photographs - Photos may exist for this station.
 EM0209
 EM0209.The dynamic height is computed by dividing the NAVD 88
 EM0209.geopotential number by the normal gravity value computed on the
 EM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0209.degrees latitude (g = 980.6199 gals.).
 EM0209
 EM0209.The modeled gravity was interpolated from observed gravity values.
 EM0209
 EM0209;                    North         East    Units  Estimated Accuracy
 EM0209;SPC OK S     -   184,780.      501,640.      MT  (+/- 180 meters Scaled)
 EM0209
 EM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD929724(NAD 83)
 EM0209
 EM0209                          SUPERSEDED SURVEY CONTROL
 EM0209
 EM0209  NGVD 29 (??/??/92)  468.417  (m)         1536.80   (f) ADJ UNCH    2 0
 EM0209
 EM0209.Superseded values are not recommended for survey control.
 EM0209
 EM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0209.See file dsdata.pdf to determine how the superseded data were derived.
 EM0209
 EM0209_MARKER: DB = BENCH MARK DISK
 EM0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0209_SP_SET: CULVERT HEADWALL
 EM0209_STAMPING: E 29 1934
 EM0209_MARK LOGO: CGS
 EM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0209+STABILITY: SURFACE MOTION
 EM0209
 EM0209  HISTORY     - Date     Condition        Report By
 EM0209  HISTORY     - 1934     MONUMENTED       CGS
 EM0209  HISTORY     - 1963     GOOD             CGS
 EM0209
 EM0209                          STATION DESCRIPTION
 EM0209
 EM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0209'2.3 MI S FROM HOBART.
 EM0209'2.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0209'STATION AT HOBART, 50 FEET SOUTH OF MILEPOST 719, IN THE TOP OF THE
 EM0209'EAST END OF A CONCRETE CULVERT HEADWALL, 6 FEET EAST OF THE CENTERLINE
 EM0209'OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 EM0209'STAMPED E 29 1934.
 EM0209
 EM0209                          STATION RECOVERY (1963)
 EM0209
 EM0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0199 ***********************************************************************
 EM0199  DESIGNATION -  E 30
 EM0199  PID         -  EM0199
 EM0199  STATE/COUNTY-  OK/KIOWA
 EM0199  COUNTRY     -  US
 EM0199  USGS QUAD   -  LONE WOLF (2018)
 EM0199
 EM0199                         *CURRENT SURVEY CONTROL
 EM0199  ______________________________________________________________________
 EM0199* NAD 83(1986) POSITION- 34 59 37.     (N) 099 14 18.     (W)   SCALED
 EM0199* NAVD 88 ORTHO HEIGHT -   480.089 (meters)     1575.09  (feet) ADJUSTED
 EM0199  ______________________________________________________________________
 EM0199  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 EM0199  DYNAMIC HEIGHT  -        479.622 (meters)     1573.56  (feet) COMP
 EM0199  MODELED GRAVITY -    979,645.5   (mgal)                       NAVD 88
 EM0199
 EM0199  VERT ORDER      -  SECOND    CLASS 0
 EM0199
 EM0199.The horizontal coordinates were scaled from a map and have
 EM0199.an estimated accuracy of +/- 6 seconds.
 EM0199
 EM0199.The orthometric height was determined by differential leveling and
 EM0199.adjusted by the NATIONAL GEODETIC SURVEY
 EM0199.in June 1991.
 EM0199
 EM0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0199.GEOID18 height accuracy estimate available here.
 EM0199
 EM0199.Click photographs - Photos may exist for this station.
 EM0199
 EM0199.The dynamic height is computed by dividing the NAVD 88
 EM0199.geopotential number by the normal gravity value computed on the
 EM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0199.degrees latitude (g = 980.6199 gals.).
 EM0199
 EM0199.The modeled gravity was interpolated from observed gravity values.
 EM0199
 EM0199;                    North         East    Units  Estimated Accuracy
 EM0199;SPC OK S     -   184,860.      486,950.      MT  (+/- 180 meters Scaled)
 EM0199
 EM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD782723(NAD 83)
 EM0199
 EM0199                          SUPERSEDED SURVEY CONTROL
 EM0199
 EM0199  NGVD 29 (??/??/92)  479.921  (m)         1574.54   (f) ADJ UNCH    2 0
 EM0199
 EM0199.Superseded values are not recommended for survey control.
 EM0199
 EM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0199.See file dsdata.pdf to determine how the superseded data were derived.
 EM0199
 EM0199_MARKER: DB = BENCH MARK DISK
 EM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0199_STAMPING: E 30 1934
 EM0199_MARK LOGO: CGS
 EM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0199+STABILITY: SURFACE MOTION
 EM0199
 EM0199  HISTORY     - Date     Condition        Report By
 EM0199  HISTORY     - 1934     MONUMENTED       CGS
 EM0199  HISTORY     - 1961     GOOD             CGS
 EM0199  HISTORY     - 1963     GOOD             CGS
 EM0199
 EM0199                          STATION DESCRIPTION
 EM0199
 EM0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0199'1.0 MI E FROM LONE WOLF.
 EM0199'1.0 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 EM0199'THE STATION AT LONE WOLF, KIOWA COUNTY, AT THE CROSSING OF THE
 EM0199'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 100 FEET NORTH OF THE CHICAGO,
 EM0199'ROCK ISLAND AND PACIFIC RAILROAD TRACK, AND 75 FEET EAST OF THE
 EM0199'ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK.  A STANDARD DISK, STAMPED
 EM0199'E 30 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 54.0 FEET
 EM0199'NORTH OF THE NORTH RAIL OF THE CHICAGO ROCK ISLAND AND PACIFIC
 EM0199'RAILROAD 37.5 FEET EAST OF THE EAST RAIL OF THE ATCHISON, TOPEKA AND
 EM0199'SANTA FE RAILWAY, 1-FOOT SOUTH OF WITNESS POST.
 EM0199
 EM0199                          STATION RECOVERY (1963)
 EM0199
 EM0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0137 ***********************************************************************
 FK0137  DESIGNATION -  E 31
 FK0137  PID         -  FK0137
 FK0137  STATE/COUNTY-  OK/KIOWA
 FK0137  COUNTRY     -  US
 FK0137  USGS QUAD   -  STINKING CREEK (2018)
 FK0137
 FK0137                         *CURRENT SURVEY CONTROL
 FK0137  ______________________________________________________________________
 FK0137* NAD 83(1986) POSITION- 35 06 06.     (N) 098 42 32.     (W)   SCALED
 FK0137* NAVD 88 ORTHO HEIGHT -   406.602 (meters)     1333.99  (feet) ADJUSTED
 FK0137  ______________________________________________________________________
 FK0137  GEOID HEIGHT    -        -26.464 (meters)                     GEOID18
 FK0137  DYNAMIC HEIGHT  -        406.192 (meters)     1332.65  (feet) COMP
 FK0137  MODELED GRAVITY -    979,615.5   (mgal)                       NAVD 88
 FK0137
 FK0137  VERT ORDER      -  SECOND    CLASS 0
 FK0137
 FK0137.The horizontal coordinates were scaled from a map and have
 FK0137.an estimated accuracy of +/- 6 seconds.
 FK0137
 FK0137.The orthometric height was determined by differential leveling and
 FK0137.adjusted by the NATIONAL GEODETIC SURVEY
 FK0137.in June 1991.
 FK0137
 FK0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0137.GEOID18 height accuracy estimate available here.
 FK0137
 FK0137.Click photographs - Photos may exist for this station.
 FK0137
 FK0137.The dynamic height is computed by dividing the NAVD 88
 FK0137.geopotential number by the normal gravity value computed on the
 FK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0137.degrees latitude (g = 980.6199 gals.).
 FK0137
 FK0137.The modeled gravity was interpolated from observed gravity values.
 FK0137
 FK0137;                    North         East    Units  Estimated Accuracy
 FK0137;SPC OK S     -   196,380.      535,370.      MT  (+/- 180 meters Scaled)
 FK0137
 FK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND265843(NAD 83)
 FK0137
 FK0137                          SUPERSEDED SURVEY CONTROL
 FK0137
 FK0137  NGVD 29 (??/??/92)  406.448  (m)         1333.49   (f) ADJ UNCH    2 0
 FK0137
 FK0137.Superseded values are not recommended for survey control.
 FK0137
 FK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0137.See file dsdata.pdf to determine how the superseded data were derived.
 FK0137
 FK0137_MARKER: DB = BENCH MARK DISK
 FK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0137_STAMPING: E 31 1934
 FK0137_MARK LOGO: CGS
 FK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0137+STABILITY: SURFACE MOTION
 FK0137
 FK0137  HISTORY     - Date     Condition        Report By
 FK0137  HISTORY     - 1934     MONUMENTED       CGS
 FK0137  HISTORY     - 1963     GOOD             CGS
 FK0137
 FK0137                          STATION DESCRIPTION
 FK0137
 FK0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0137'2.1 MI E FROM MOUNTAIN VIEW.
 FK0137'2.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0137'RAILROAD FROM THE STATION AT MOUNTAIN VIEW, KIOWA COUNTY, ABOUT
 FK0137'1/4 MILE SOUTH OF A FARMHOUSE, AT A SECTION-LINE ROAD CROSSING,
 FK0137'40 FEET SOUTH OF THE TRACK, 30 FEET WEST OF THE CENTER LINE
 FK0137'OF THE ROAD, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 FK0137'STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST.  44.5
 FK0137'FEET SOUTH OF SOUTH RAIL, 34.5 FEET WEST OF CENTER OF ROAD,
 FK0137'9 FEET SOUTH OF THE LINE OF TELEPHONE POLES.
 FK0137
 FK0137                          STATION RECOVERY (1963)
 FK0137
 FK0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0287 ***********************************************************************
 GJ0287  DESIGNATION -  E 32
 GJ0287  PID         -  GJ0287
 GJ0287  STATE/COUNTY-  OK/ELLIS
 GJ0287  COUNTRY     -  US
 GJ0287  USGS QUAD   -  GOODWIN (2018)
 GJ0287
 GJ0287                         *CURRENT SURVEY CONTROL
 GJ0287  ______________________________________________________________________
 GJ0287* NAD 83(1986) POSITION- 36 13 04.     (N) 099 54 57.     (W)   SCALED
 GJ0287* NAVD 88 ORTHO HEIGHT -   720.616 (meters)     2364.22  (feet) ADJUSTED
 GJ0287  ______________________________________________________________________
 GJ0287  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 GJ0287  DYNAMIC HEIGHT  -        719.880 (meters)     2361.81  (feet) COMP
 GJ0287  MODELED GRAVITY -    979,588.9   (mgal)                       NAVD 88
 GJ0287
 GJ0287  VERT ORDER      -  FIRST     CLASS II
 GJ0287
 GJ0287.The horizontal coordinates were scaled from a map and have
 GJ0287.an estimated accuracy of +/- 6 seconds.
 GJ0287
 GJ0287.The orthometric height was determined by differential leveling and
 GJ0287.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0287.in June 1991.
 GJ0287
 GJ0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0287.GEOID18 height accuracy estimate available here.
 GJ0287
 GJ0287.Click photographs - Photos may exist for this station.
 GJ0287
 GJ0287.The dynamic height is computed by dividing the NAVD 88
 GJ0287.geopotential number by the normal gravity value computed on the
 GJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0287.degrees latitude (g = 980.6199 gals.).
 GJ0287
 GJ0287.The modeled gravity was interpolated from observed gravity values.
 GJ0287
 GJ0287;                    North         East    Units  Estimated Accuracy
 GJ0287;SPC OK N     -   136,820.      427,760.      MT  (+/- 180 meters Scaled)
 GJ0287
 GJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF176084(NAD 83)
 GJ0287
 GJ0287                          SUPERSEDED SURVEY CONTROL
 GJ0287
 GJ0287  NGVD 29 (??/??/92)  720.305  (m)         2363.20   (f) ADJ UNCH    1 2
 GJ0287
 GJ0287.Superseded values are not recommended for survey control.
 GJ0287
 GJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0287.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0287
 GJ0287_MARKER: DB = BENCH MARK DISK
 GJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0287_STAMPING: E 32 1934
 GJ0287_MARK LOGO: CGS
 GJ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0287+STABILITY: SURFACE MOTION
 GJ0287
 GJ0287  HISTORY     - Date     Condition        Report By
 GJ0287  HISTORY     - 1934     MONUMENTED       CGS
 GJ0287
 GJ0287                          STATION DESCRIPTION
 GJ0287
 GJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0287'4.7 MI SW FROM SHATTUCK.
 GJ0287'4.7 MILES SOUTHWEST OF RAILROAD PARK, AT SHATTUCK 100 FEET
 GJ0287'SOUTHWEST OF MILE POST 419.  82 FEET WEST OF THE CENTERLINE
 GJ0287'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  18 FEET EAST OF THE
 GJ0287'RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0241 ***********************************************************************
 GJ0241  DESIGNATION -  E 33
 GJ0241  PID         -  GJ0241
 GJ0241  STATE/COUNTY-  OK/WOODWARD
 GJ0241  COUNTRY     -  US
 GJ0241  USGS QUAD   -  SHARON (2018)
 GJ0241
 GJ0241                         *CURRENT SURVEY CONTROL
 GJ0241  ______________________________________________________________________
 GJ0241* NAD 83(1986) POSITION- 36 20 25.37   (N) 099 22 17.96   (W)   HD_HELD1
 GJ0241* NAVD 88 ORTHO HEIGHT -   623.578 (meters)     2045.86  (feet) ADJUSTED
 GJ0241  ______________________________________________________________________
 GJ0241  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GJ0241  DYNAMIC HEIGHT  -        622.963 (meters)     2043.84  (feet) COMP
 GJ0241  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 GJ0241
 GJ0241  VERT ORDER      -  SECOND    CLASS 0
 GJ0241
 GJ0241.The horizontal coordinates were determined by differentially corrected
 GJ0241.hand held GPS observations or other comparable positioning techniques
 GJ0241.and have an estimated accuracy of +/- 3 meters.
 GJ0241
 GJ0241.The orthometric height was determined by differential leveling and
 GJ0241.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0241.in June 1991.
 GJ0241
 GJ0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0241.GEOID18 height accuracy estimate available here.
 GJ0241
 GJ0241.Click photographs - Photos may exist for this station.
 GJ0241
 GJ0241.The dynamic height is computed by dividing the NAVD 88
 GJ0241.geopotential number by the normal gravity value computed on the
 GJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0241.degrees latitude (g = 980.6199 gals.).
 GJ0241
 GJ0241.The modeled gravity was interpolated from observed gravity values.
 GJ0241
 GJ0241;                    North         East    Units  Estimated Accuracy
 GJ0241;SPC OK N     -   149,589.7     476,870.4     MT  (+/- 3 meters HH1 GPS) 
 GJ0241
 GJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6664821766(NAD 83)
 GJ0241
 GJ0241                          SUPERSEDED SURVEY CONTROL
 GJ0241
 GJ0241  NGVD 29 (??/??/92)  623.314  (m)         2044.99   (f) ADJ UNCH    2 0
 GJ0241
 GJ0241.Superseded values are not recommended for survey control.
 GJ0241
 GJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0241.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0241
 GJ0241_MARKER: DB = BENCH MARK DISK
 GJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0241_STAMPING: E 33 1934
 GJ0241_MARK LOGO: CGS
 GJ0241_PROJECTION: FLUSH
 GJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0241+STABILITY: SURFACE MOTION
 GJ0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0241+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2024
 GJ0241
 GJ0241  HISTORY     - Date     Condition        Report By
 GJ0241  HISTORY     - 1934     MONUMENTED       CGS
 GJ0241  HISTORY     - 1949     GOOD             CGS
 GJ0241  HISTORY     - 20240305 GOOD             WHE
 GJ0241
 GJ0241                          STATION DESCRIPTION
 GJ0241
 GJ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GJ0241'5.4 MI N FROM SHARON.
 GJ0241'5.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0241'THE STATION AT SHARON, WOODWARD COUNTY, 66 FEET EAST OF THE TENTH
 GJ0241'POLE SOUTHEAST OF MILEPOST 212, 90 FEET NORTHWEST OF A COUNTY-ROAD
 GJ0241'CROSSING, AND 45 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 GJ0241'A STANDARD DISK, STAMPED E 33 1934 AND SET IN THE TOP OF A CONCRETE
 GJ0241'POST.
 GJ0241
 GJ0241                          STATION RECOVERY (2024)
 GJ0241
 GJ0241'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 GJ0241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0236 ***********************************************************************
 GJ0236  DESIGNATION -  E 34
 GJ0236  PID         -  GJ0236
 GJ0236  STATE/COUNTY-  OK/DEWEY
 GJ0236  COUNTRY     -  US
 GJ0236  USGS QUAD   -  MUTUAL NE (2018)
 GJ0236
 GJ0236                         *CURRENT SURVEY CONTROL
 GJ0236  ______________________________________________________________________
 GJ0236* NAD 83(1986) POSITION- 36 08 38.     (N) 099 00 31.     (W)   SCALED
 GJ0236* NAVD 88 ORTHO HEIGHT -   552.802 (meters)     1813.65  (feet) ADJUSTED
 GJ0236  ______________________________________________________________________
 GJ0236  GEOID HEIGHT    -        -27.818 (meters)                     GEOID18
 GJ0236  DYNAMIC HEIGHT  -        552.272 (meters)     1811.91  (feet) COMP
 GJ0236  MODELED GRAVITY -    979,657.2   (mgal)                       NAVD 88
 GJ0236
 GJ0236  VERT ORDER      -  SECOND    CLASS 0
 GJ0236
 GJ0236.The horizontal coordinates were scaled from a map and have
 GJ0236.an estimated accuracy of +/- 6 seconds.
 GJ0236
 GJ0236.The orthometric height was determined by differential leveling and
 GJ0236.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0236.in June 1991.
 GJ0236
 GJ0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0236.GEOID18 height accuracy estimate available here.
 GJ0236
 GJ0236.Click photographs - Photos may exist for this station.
 GJ0236
 GJ0236.The dynamic height is computed by dividing the NAVD 88
 GJ0236.geopotential number by the normal gravity value computed on the
 GJ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0236.degrees latitude (g = 980.6199 gals.).
 GJ0236
 GJ0236.The modeled gravity was interpolated from observed gravity values.
 GJ0236
 GJ0236;                    North         East    Units  Estimated Accuracy
 GJ0236;SPC OK N     -   127,390.      509,230.      MT  (+/- 180 meters Scaled)
 GJ0236
 GJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME992999(NAD 83)
 GJ0236
 GJ0236                          SUPERSEDED SURVEY CONTROL
 GJ0236
 GJ0236  NGVD 29 (??/??/92)  552.575  (m)         1812.91   (f) ADJ UNCH    2 0
 GJ0236
 GJ0236.Superseded values are not recommended for survey control.
 GJ0236
 GJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0236.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0236
 GJ0236_MARKER: DB = BENCH MARK DISK
 GJ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0236_STAMPING: E 34 1934
 GJ0236_MARK LOGO: CGS
 GJ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0236+STABILITY: SURFACE MOTION
 GJ0236
 GJ0236  HISTORY     - Date     Condition        Report By
 GJ0236  HISTORY     - 1934     MONUMENTED       CGS
 GJ0236
 GJ0236                          STATION DESCRIPTION
 GJ0236
 GJ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0236'4.8 MI W FROM SEILING.
 GJ0236'4.8 MILES WEST OF JUNCTION U.S. HIGHWAY 60 AND STATE 35 69
 GJ0236'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60.  45 FEET
 GJ0236'EAST OF NORTH AND SOUTH SECTION LINE ROAD.  39 FEET NORTH OF THE
 GJ0236'EAST END OF GALVANIZED PIPE CULVERT UNDER THE SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0055 ***********************************************************************
 GJ0055  DESIGNATION -  E 35
 GJ0055  PID         -  GJ0055
 GJ0055  STATE/COUNTY-  OK/BLAINE
 GJ0055  COUNTRY     -  US
 GJ0055  USGS QUAD   -  OKEENE (2018)
 GJ0055
 GJ0055                         *CURRENT SURVEY CONTROL
 GJ0055  ______________________________________________________________________
 GJ0055* NAD 83(1986) POSITION- 36 07 02.     (N) 098 18 42.     (W)   SCALED
 GJ0055* NAVD 88 ORTHO HEIGHT -   369.430 (meters)     1212.04  (feet) ADJUSTED
 GJ0055  ______________________________________________________________________
 GJ0055  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 GJ0055  DYNAMIC HEIGHT  -        369.095 (meters)     1210.94  (feet) COMP
 GJ0055  MODELED GRAVITY -    979,716.8   (mgal)                       NAVD 88
 GJ0055
 GJ0055  VERT ORDER      -  SECOND    CLASS 0
 GJ0055
 GJ0055.The horizontal coordinates were scaled from a map and have
 GJ0055.an estimated accuracy of +/- 6 seconds.
 GJ0055
 GJ0055.The orthometric height was determined by differential leveling and
 GJ0055.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0055.in June 1991.
 GJ0055
 GJ0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0055.GEOID18 height accuracy estimate available here.
 GJ0055
 GJ0055.Click photographs - Photos may exist for this station.
 GJ0055
 GJ0055.The dynamic height is computed by dividing the NAVD 88
 GJ0055.geopotential number by the normal gravity value computed on the
 GJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0055.degrees latitude (g = 980.6199 gals.).
 GJ0055
 GJ0055.The modeled gravity was interpolated from observed gravity values.
 GJ0055
 GJ0055;                    North         East    Units  Estimated Accuracy
 GJ0055;SPC OK N     -   124,000.      571,940.      MT  (+/- 180 meters Scaled)
 GJ0055
 GJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE619971(NAD 83)
 GJ0055
 GJ0055                          SUPERSEDED SURVEY CONTROL
 GJ0055
 GJ0055  NGVD 29 (??/??/92)  369.267  (m)         1211.50   (f) ADJ UNCH    2 0
 GJ0055
 GJ0055.Superseded values are not recommended for survey control.
 GJ0055
 GJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0055.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0055
 GJ0055_MARKER: DB = BENCH MARK DISK
 GJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0055_STAMPING: E 35 1934
 GJ0055_MARK LOGO: CGS
 GJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0055+STABILITY: SURFACE MOTION
 GJ0055
 GJ0055  HISTORY     - Date     Condition        Report By
 GJ0055  HISTORY     - 1934     MONUMENTED       CGS
 GJ0055  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0055
 GJ0055                          STATION DESCRIPTION
 GJ0055
 GJ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0055'AT O KEENE.
 GJ0055'AT O KEENE 300 FEET NORTHEAST OF THE ST. LOUIS AND SAN FRANCISCO
 GJ0055'RAILWAY DEPOT.  45 FEET EAST OF THE FIFTH TELEGRAPH POLE SOUTHWEST
 GJ0055'OF MILE POST 618.  75 FEET EAST OF THE CENTERLINE OF THE TRACK.
 GJ0055
 GJ0055                          STATION RECOVERY (1972)
 GJ0055
 GJ0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0091 ***********************************************************************
 FK0091  DESIGNATION -  E 36
 FK0091  PID         -  FK0091
 FK0091  STATE/COUNTY-  OK/GRADY
 FK0091  COUNTRY     -  US
 FK0091  USGS QUAD   -  VERDEN (2018)
 FK0091
 FK0091                         *CURRENT SURVEY CONTROL
 FK0091  ______________________________________________________________________
 FK0091* NAD 83(1986) POSITION- 35 05 05.     (N) 098 05 14.     (W)   SCALED
 FK0091* NAVD 88 ORTHO HEIGHT -   346.141 (meters)     1135.63  (feet) ADJUSTED
 FK0091  ______________________________________________________________________
 FK0091  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 FK0091  DYNAMIC HEIGHT  -        345.796 (meters)     1134.50  (feet) COMP
 FK0091  MODELED GRAVITY -    979,628.9   (mgal)                       NAVD 88
 FK0091
 FK0091  VERT ORDER      -  SECOND    CLASS 0
 FK0091
 FK0091.The horizontal coordinates were scaled from a map and have
 FK0091.an estimated accuracy of +/- 6 seconds.
 FK0091
 FK0091.The orthometric height was determined by differential leveling and
 FK0091.adjusted by the NATIONAL GEODETIC SURVEY
 FK0091.in June 1991.
 FK0091
 FK0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0091.GEOID18 height accuracy estimate available here.
 FK0091
 FK0091.Click photographs - Photos may exist for this station.
 FK0091
 FK0091.The dynamic height is computed by dividing the NAVD 88
 FK0091.geopotential number by the normal gravity value computed on the
 FK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0091.degrees latitude (g = 980.6199 gals.).
 FK0091
 FK0091.The modeled gravity was interpolated from observed gravity values.
 FK0091
 FK0091;                    North         East    Units  Estimated Accuracy
 FK0091;SPC OK S     -   194,280.      592,050.      MT  (+/- 180 meters Scaled)
 FK0091
 FK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND832828(NAD 83)
 FK0091
 FK0091                          SUPERSEDED SURVEY CONTROL
 FK0091
 FK0091  NGVD 29 (??/??/92)  346.022  (m)         1135.24   (f) ADJ UNCH    2 0
 FK0091
 FK0091.Superseded values are not recommended for survey control.
 FK0091
 FK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0091.See file dsdata.pdf to determine how the superseded data were derived.
 FK0091
 FK0091_MARKER: DB = BENCH MARK DISK
 FK0091_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0091_STAMPING: E 36 1934
 FK0091_MARK LOGO: CGS
 FK0091_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0091
 FK0091  HISTORY     - Date     Condition        Report By
 FK0091  HISTORY     - 1934     MONUMENTED       CGS
 FK0091  HISTORY     - 1963     GOOD             CGS
 FK0091
 FK0091                          STATION DESCRIPTION
 FK0091
 FK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0091'AT VERDEN.
 FK0091'AT VERDEN, GRADY COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0091'RAILROAD, ABOUT 150 FEET SOUTHWEST OF THE STATION, 23.5 FEET
 FK0091'SOUTH OF THE SOUTH RAIL OF THE MAIN LINE, 11.0 FEET NORTH OF A
 FK0091'TELEPHONE POLE AND 7.0 FEET EAST OF A SIDE WALK.  A STANDARD
 FK0091'DISK, STAMPED E 36 1934 AND SET IN THE TOP OF A 6 X 6 INCH
 FK0091'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0349 ***********************************************************************
 EM0349  DESIGNATION -  E 37
 EM0349  PID         -  EM0349
 EM0349  STATE/COUNTY-  OK/TILLMAN
 EM0349  COUNTRY     -  US
 EM0349  USGS QUAD   -  DAVIDSON (2018)
 EM0349
 EM0349                         *CURRENT SURVEY CONTROL
 EM0349  ______________________________________________________________________
 EM0349* NAD 83(1986) POSITION- 34 13 12.     (N) 099 05 52.     (W)   SCALED
 EM0349* NAVD 88 ORTHO HEIGHT -   350.623 (meters)     1150.34  (feet) ADJUSTED
 EM0349  ______________________________________________________________________
 EM0349  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 EM0349  DYNAMIC HEIGHT  -        350.234 (meters)     1149.06  (feet) COMP
 EM0349  MODELED GRAVITY -    979,516.6   (mgal)                       NAVD 88
 EM0349
 EM0349  VERT ORDER      -  SECOND    CLASS 0
 EM0349
 EM0349.The horizontal coordinates were scaled from a map and have
 EM0349.an estimated accuracy of +/- 6 seconds.
 EM0349
 EM0349.The orthometric height was determined by differential leveling and
 EM0349.adjusted by the NATIONAL GEODETIC SURVEY
 EM0349.in June 1991.
 EM0349
 EM0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0349.GEOID18 height accuracy estimate available here.
 EM0349
 EM0349.Click photographs - Photos may exist for this station.
 EM0349
 EM0349.The dynamic height is computed by dividing the NAVD 88
 EM0349.geopotential number by the normal gravity value computed on the
 EM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0349.degrees latitude (g = 980.6199 gals.).
 EM0349
 EM0349.The modeled gravity was interpolated from observed gravity values.
 EM0349
 EM0349;                    North         East    Units  Estimated Accuracy
 EM0349;SPC OK S     -    98,900.      498,850.      MT  (+/- 180 meters Scaled)
 EM0349
 EM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC909865(NAD 83)
 EM0349
 EM0349                          SUPERSEDED SURVEY CONTROL
 EM0349
 EM0349  NGVD 29 (??/??/92)  350.489  (m)         1149.90   (f) ADJ UNCH    2 0
 EM0349
 EM0349.Superseded values are not recommended for survey control.
 EM0349
 EM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0349.See file dsdata.pdf to determine how the superseded data were derived.
 EM0349
 EM0349_MARKER: DB = BENCH MARK DISK
 EM0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0349_STAMPING: E 37 1934
 EM0349_MARK LOGO: CGS
 EM0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0349+STABILITY: SURFACE MOTION
 EM0349
 EM0349  HISTORY     - Date     Condition        Report By
 EM0349  HISTORY     - 1934     MONUMENTED       CGS
 EM0349  HISTORY     - 1941     MARK NOT FOUND   LOCSUR
 EM0349
 EM0349                          STATION DESCRIPTION
 EM0349
 EM0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0349'1.8 MI S FROM DAVIDSON.
 EM0349'1.8 MILES SOUTH OF DAVIDSON. ST. L AND S. F. RR DEPOT 1.8 MILES SOUTH
 EM0349'OF DAVIDSON ON FRISCO RAILROAD.  AT RAILROAD CROSSING.  500 FEET NORTH
 EM0349'OF MILE POST 776.  400 FEET WEST OF FARM HOUSE.  20 FEET WEST OF
 EM0349'TRACK.  ST. LOUIS AND SAN FRANCISCO RAILROAD.
 EM0349
 EM0349                          STATION RECOVERY (1941)
 EM0349
 EM0349'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 EM0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0041 ***********************************************************************
 EM0041  DESIGNATION -  E 38
 EM0041  PID         -  EM0041
 EM0041  STATE/COUNTY-  OK/COMANCHE
 EM0041  COUNTRY     -  US
 EM0041  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0041
 EM0041                         *CURRENT SURVEY CONTROL
 EM0041  ______________________________________________________________________
 EM0041* NAD 83(1986) POSITION- 34 35 37.     (N) 098 17 55.     (W)   SCALED
 EM0041* NAVD 88 ORTHO HEIGHT -   348.056 (meters)     1141.91  (feet) ADJUSTED
 EM0041  ______________________________________________________________________
 EM0041  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 EM0041  DYNAMIC HEIGHT  -        347.705 (meters)     1140.76  (feet) COMP
 EM0041  MODELED GRAVITY -    979,614.7   (mgal)                       NAVD 88
 EM0041
 EM0041  VERT ORDER      -  SECOND    CLASS 0
 EM0041
 EM0041.The horizontal coordinates were scaled from a map and have
 EM0041.an estimated accuracy of +/- 6 seconds.
 EM0041
 EM0041.The orthometric height was determined by differential leveling and
 EM0041.adjusted by the NATIONAL GEODETIC SURVEY
 EM0041.in June 1991.
 EM0041
 EM0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0041.GEOID18 height accuracy estimate available here.
 EM0041
 EM0041.Click photographs - Photos may exist for this station.
 EM0041
 EM0041.The dynamic height is computed by dividing the NAVD 88
 EM0041.geopotential number by the normal gravity value computed on the
 EM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0041.degrees latitude (g = 980.6199 gals.).
 EM0041
 EM0041.The modeled gravity was interpolated from observed gravity values.
 EM0041
 EM0041;                    North         East    Units  Estimated Accuracy
 EM0041;SPC OK S     -   139,840.      572,610.      MT  (+/- 180 meters Scaled)
 EM0041
 EM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND643282(NAD 83)
 EM0041
 EM0041                          SUPERSEDED SURVEY CONTROL
 EM0041
 EM0041  NGVD 29 (??/??/92)  347.954  (m)         1141.58   (f) ADJ UNCH    2 0
 EM0041
 EM0041.Superseded values are not recommended for survey control.
 EM0041
 EM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0041.See file dsdata.pdf to determine how the superseded data were derived.
 EM0041
 EM0041_MARKER: DB = BENCH MARK DISK
 EM0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0041_SP_SET: BRIDGE
 EM0041_STAMPING: E 38 1934
 EM0041_MARK LOGO: CGS
 EM0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0041
 EM0041  HISTORY     - Date     Condition        Report By
 EM0041  HISTORY     - 1934     MONUMENTED       CGS
 EM0041  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0041
 EM0041                          STATION DESCRIPTION
 EM0041
 EM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0041'5.3 MI E FROM LAWTON.
 EM0041'5.3 MILES EAST OF THE INTERSECTION OF S 2ND AND LEE BOULEVARD AND THE
 EM0041'JUNCTION OF U.S. HIGHWAY 277, 281 AND STATE HIGHWAY 7 IN LAWTON,
 EM0041'COMANCHE COUNTY, ON THE SOUTH SIDE OF STATE HIGHWAY 7, AT A CONCRETE
 EM0041'BRIDGE AND IN THE TOP OF THE SOUTHEAST WINGWALL.  A STANDARD DISK,
 EM0041'STAMPED E 38 1934.  NOTE -- IT WAS REPORTED IN MARCH 1963 THAT THIS
 EM0041'MARK MAY HAVE BEEN RESET AT THE SAME LOCATION.
 EM0041
 EM0041                          STATION RECOVERY (1987)
 EM0041
 EM0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0409 ***********************************************************************
 EL0409  DESIGNATION -  E 39 RESET
 EL0409  PID         -  EL0409
 EL0409  STATE/COUNTY-  OK/LOVE
 EL0409  COUNTRY     -  US
 EL0409  USGS QUAD   -  OVERBROOK (2018)
 EL0409
 EL0409                         *CURRENT SURVEY CONTROL
 EL0409  ______________________________________________________________________
 EL0409* NAD 83(1986) POSITION- 34 04 08.     (N) 097 08 16.     (W)   SCALED
 EL0409* NAVD 88 ORTHO HEIGHT -   225.63  (meters)      740.3   (feet) RESET
 EL0409  ______________________________________________________________________
 EL0409  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 EL0409  VERT ORDER      -  THIRD
 EL0409
 EL0409.The horizontal coordinates were scaled from a map and have
 EL0409.an estimated accuracy of +/- 6 seconds.
 EL0409
 EL0409.The orthometric height was computed from unverified reset data.
 EL0409
 EL0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0409.GEOID18 height accuracy estimate available here.
 EL0409
 EL0409.Click photographs - Photos may exist for this station.
 EL0409
 EL0409;                    North         East    Units  Estimated Accuracy
 EL0409;SPC OK S     -    81,930.      679,590.      MT  (+/- 180 meters Scaled)
 EL0409
 EL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC718713(NAD 83)
 EL0409
 EL0409                          SUPERSEDED SURVEY CONTROL
 EL0409
 EL0409.No superseded survey control is available for this station.
 EL0409
 EL0409_MARKER: DB = BENCH MARK DISK
 EL0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0409_SP_SET: BRIDGE
 EL0409_STAMPING: E 39 1951
 EL0409_MARK LOGO: CGS
 EL0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0409
 EL0409  HISTORY     - Date     Condition        Report By
 EL0409  HISTORY     - 1951     MONUMENTED       CGS
 EL0409
 EL0409                          STATION DESCRIPTION
 EL0409
 EL0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EL0409'AT OVERBROOK.
 EL0409'AT OVERBROOK, LOVE COUNTY, 360 FEET NORTH OF THE ATCHISON,
 EL0409'TOPEKA AND SANTA FE RAILWAY STATION, AT BRIDGE 443-A, AND IN THE
 EL0409'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD
 EL0409'DISK, STAMPED E 39 1951.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0388 ***********************************************************************
 EL0388  DESIGNATION -  E 40
 EL0388  PID         -  EL0388
 EL0388  STATE/COUNTY-  OK/CARTER
 EL0388  COUNTRY     -  US
 EL0388  USGS QUAD   -  HEALDTON (2018)
 EL0388
 EL0388                         *CURRENT SURVEY CONTROL
 EL0388  ______________________________________________________________________
 EL0388* NAD 83(1986) POSITION- 34 09 28.     (N) 097 26 46.     (W)   SCALED
 EL0388* NAVD 88 ORTHO HEIGHT -   297.750 (meters)      976.87  (feet) ADJUSTED
 EL0388  ______________________________________________________________________
 EL0388  GEOID HEIGHT    -        -25.885 (meters)                     GEOID18
 EL0388  DYNAMIC HEIGHT  -        297.439 (meters)      975.85  (feet) COMP
 EL0388  MODELED GRAVITY -    979,581.5   (mgal)                       NAVD 88
 EL0388
 EL0388  VERT ORDER      -  FIRST     CLASS II
 EL0388
 EL0388.The horizontal coordinates were scaled from a map and have
 EL0388.an estimated accuracy of +/- 6 seconds.
 EL0388
 EL0388.The orthometric height was determined by differential leveling and
 EL0388.adjusted by the NATIONAL GEODETIC SURVEY
 EL0388.in June 1991.
 EL0388
 EL0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0388.GEOID18 height accuracy estimate available here.
 EL0388
 EL0388.Click photographs - Photos may exist for this station.
 EL0388
 EL0388.The dynamic height is computed by dividing the NAVD 88
 EL0388.geopotential number by the normal gravity value computed on the
 EL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0388.degrees latitude (g = 980.6199 gals.).
 EL0388
 EL0388.The modeled gravity was interpolated from observed gravity values.
 EL0388
 EL0388;                    North         East    Units  Estimated Accuracy
 EL0388;SPC OK S     -    91,590.      651,070.      MT  (+/- 180 meters Scaled)
 EL0388
 EL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC432807(NAD 83)
 EL0388
 EL0388                          SUPERSEDED SURVEY CONTROL
 EL0388
 EL0388  NGVD 29 (??/??/92)  297.664  (m)          976.59   (f) ADJ UNCH    1 2
 EL0388
 EL0388.Superseded values are not recommended for survey control.
 EL0388
 EL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0388.See file dsdata.pdf to determine how the superseded data were derived.
 EL0388
 EL0388_MARKER: DB = BENCH MARK DISK
 EL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0388_STAMPING: E 40 1934
 EL0388_MARK LOGO: CGS
 EL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0388+STABILITY: SURFACE MOTION
 EL0388
 EL0388  HISTORY     - Date     Condition        Report By
 EL0388  HISTORY     - 1934     MONUMENTED       CGS
 EL0388  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0388
 EL0388                          STATION DESCRIPTION
 EL0388
 EL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0388'6.8 MI E FROM WILSON.
 EL0388'6.8 MILES EAST OF COUNTY LINE.  AT ATCHISON TOPEKA AND SANTA FE
 EL0388'RAILROAD CROSSING NEAR TANK FARM.  50 FEET NORTH OF THE TRACK,
 EL0388'20 FEET WEST OF THE CENTERLINE OF THE CROSSING.
 EL0388
 EL0388                          STATION RECOVERY (1967)
 EL0388
 EL0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0418 ***********************************************************************
 FJ0418  DESIGNATION -  E 41
 FJ0418  PID         -  FJ0418
 FJ0418  STATE/COUNTY-  OK/GRADY
 FJ0418  COUNTRY     -  US
 FJ0418  USGS QUAD   -  CHICKASHA (2018)
 FJ0418
 FJ0418                         *CURRENT SURVEY CONTROL
 FJ0418  ______________________________________________________________________
 FJ0418* NAD 83(1986) POSITION- 35 03 06.7    (N) 097 55 56.0    (W)   HD_HELD2
 FJ0418* NAVD 88 ORTHO HEIGHT -   333.876 (meters)     1095.39  (feet) ADJUSTED
 FJ0418  ______________________________________________________________________
 FJ0418  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 FJ0418  DYNAMIC HEIGHT  -        333.546 (meters)     1094.31  (feet) COMP
 FJ0418  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 FJ0418
 FJ0418  VERT ORDER      -  FIRST     CLASS II
 FJ0418
 FJ0418.The horizontal coordinates were established by autonomous hand held GPS
 FJ0418.observations and have an estimated accuracy of +/- 10 meters.
 FJ0418
 FJ0418.The orthometric height was determined by differential leveling and
 FJ0418.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0418.in June 1991.
 FJ0418
 FJ0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0418.GEOID18 height accuracy estimate available here.
 FJ0418
 FJ0418.Click photographs - Photos may exist for this station.
 FJ0418
 FJ0418.The dynamic height is computed by dividing the NAVD 88
 FJ0418.geopotential number by the normal gravity value computed on the
 FJ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0418.degrees latitude (g = 980.6199 gals.).
 FJ0418
 FJ0418.The modeled gravity was interpolated from observed gravity values.
 FJ0418
 FJ0418;                    North         East    Units  Estimated Accuracy
 FJ0418;SPC OK S     -   190,631.      606,183.      MT  (+/- 10 meters HH2 GPS)
 FJ0418
 FJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9737679315(NAD 83)
 FJ0418
 FJ0418                          SUPERSEDED SURVEY CONTROL
 FJ0418
 FJ0418  NGVD 29 (??/??/92)  333.770  (m)         1095.04   (f) ADJ UNCH    1 2
 FJ0418
 FJ0418.Superseded values are not recommended for survey control.
 FJ0418
 FJ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0418.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0418
 FJ0418_MARKER: DB = BENCH MARK DISK
 FJ0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0418_SP_SET: BUILDING
 FJ0418_STAMPING: E 41 1934
 FJ0418_MARK LOGO: CGS
 FJ0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0418
 FJ0418  HISTORY     - Date     Condition        Report By
 FJ0418  HISTORY     - 1934     MONUMENTED       CGS
 FJ0418  HISTORY     - 1953     GOOD             CGS
 FJ0418  HISTORY     - 1986     GOOD             NGS
 FJ0418  HISTORY     - 1989     GOOD             USPSQD
 FJ0418
 FJ0418                          STATION DESCRIPTION
 FJ0418
 FJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0418'AT CHICKASHA.
 FJ0418'AT CHICKASHA, 65.4 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 FJ0418'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 3.8 FEET ABOVE
 FJ0418'THE BRICK WALK, SET VERTICALLY IN THE EAST WALL OF THE RAILROAD
 FJ0418'STATION.
 FJ0418
 FJ0418                          STATION RECOVERY (1986)
 FJ0418
 FJ0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0418'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 FJ0418'CHICKASHA, AT THE INTERSECTION OF WEST CHOCTAW AVENUE AND THE OKLAHOMA
 FJ0418'KANSAS TEXAS RAILROAD, SET VERTICALLY IN THE EAST FOUNDATION WALL OF
 FJ0418'THE RAILROAD STATION, 49.1 M (161.1 FT) SOUTH OF THE CENTER OF THE
 FJ0418'AVENUE, 28.6 M (93.8 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES
 FJ0418'OF CHICKASHA AVENUE, 20.5 M (67.3 FT) NORTH OF THE SOUTHEAST CORNER OF
 FJ0418'THE STATION, AND 8.1 M (26.6 FT) WEST OF THE NEAR RAIL.
 FJ0418'THE MARK IS 1.2 M ABOVE A PLATFORM.
 FJ0418
 FJ0418                          STATION RECOVERY (1989)
 FJ0418
 FJ0418'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRF)
 FJ0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0482 ***********************************************************************
 EL0482  DESIGNATION -  E 43
 EL0482  PID         -  EL0482
 EL0482  STATE/COUNTY-  OK/STEPHENS
 EL0482  COUNTRY     -  US
 EL0482  USGS QUAD   -  COMANCHE (2018)
 EL0482
 EL0482                         *CURRENT SURVEY CONTROL
 EL0482  ______________________________________________________________________
 EL0482* NAD 83(1986) POSITION- 34 19 57.87   (N) 097 57 42.92   (W)   HD_HELD1
 EL0482* NAVD 88 ORTHO HEIGHT -   291.990 (meters)      957.97  (feet) ADJUSTED
 EL0482  ______________________________________________________________________
 EL0482  GEOID HEIGHT    -        -25.422 (meters)                     GEOID18
 EL0482  DYNAMIC HEIGHT  -        291.697 (meters)      957.01  (feet) COMP
 EL0482  MODELED GRAVITY -    979,624.6   (mgal)                       NAVD 88
 EL0482
 EL0482  VERT ORDER      -  FIRST     CLASS II
 EL0482
 EL0482.The horizontal coordinates were determined by differentially corrected
 EL0482.hand held GPS observations or other comparable positioning techniques
 EL0482.and have an estimated accuracy of +/- 3 meters.
 EL0482
 EL0482.The orthometric height was determined by differential leveling and
 EL0482.adjusted by the NATIONAL GEODETIC SURVEY
 EL0482.in June 1991.
 EL0482
 EL0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0482.GEOID18 height accuracy estimate available here.
 EL0482
 EL0482.Click photographs - Photos may exist for this station.
 EL0482
 EL0482.The dynamic height is computed by dividing the NAVD 88
 EL0482.geopotential number by the normal gravity value computed on the
 EL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0482.degrees latitude (g = 980.6199 gals.).
 EL0482
 EL0482.The modeled gravity was interpolated from observed gravity values.
 EL0482
 EL0482;                    North         East    Units  Estimated Accuracy
 EL0482;SPC OK S     -   110,858.2     603,503.8     MT  (+/- 3 meters HH1 GPS) 
 EL0482
 EL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9549099538(NAD 83)
 EL0482
 EL0482                          SUPERSEDED SURVEY CONTROL
 EL0482
 EL0482  NGVD 29 (??/??/92)  291.787  (m)          957.30   (f) ADJ UNCH    1 2
 EL0482
 EL0482.Superseded values are not recommended for survey control.
 EL0482
 EL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0482.See file dsdata.pdf to determine how the superseded data were derived.
 EL0482
 EL0482_MARKER: DB = BENCH MARK DISK
 EL0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0482_STAMPING: E 43 1934
 EL0482_MARK LOGO: CGS
 EL0482_PROJECTION: PROJECTING 10 CENTIMETERS
 EL0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0482+STABILITY: SURFACE MOTION
 EL0482
 EL0482  HISTORY     - Date     Condition        Report By
 EL0482  HISTORY     - 1934     MONUMENTED       CGS
 EL0482  HISTORY     - 1963     GOOD
 EL0482  HISTORY     - 1986     GOOD             NGS
 EL0482
 EL0482                          STATION DESCRIPTION
 EL0482
 EL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0482'2.5 MI S FROM COMANCHE.
 EL0482'2.5 MILES SOUTH OF CRIPRR STATION AT COMANCHE, 125 FEET NORTHEAST
 EL0482'OF MILE POLE 487/25.  45 FEET EAST OF EAST RAIL OF CHICAGO ROCK
 EL0482'ISLAND AND PACIFIC RAILWAY TRACK, AND 3 FEET NORTH OF GATE IN
 EL0482'RAILWAY PROPERTY FENCE LINE.
 EL0482
 EL0482                          STATION RECOVERY (1963)
 EL0482
 EL0482'RECOVERED 1963
 EL0482'RECOVERED IN GOOD CONDITION.
 EL0482
 EL0482                          STATION RECOVERY (1986)
 EL0482
 EL0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0482'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 13.4 KM (8.3
 EL0482'MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET) FROM ITS
 EL0482'JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, THENCE 6.7 KM
 EL0482'(4.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, THENCE 0.3 KM (0.2 MI)
 EL0482'NORTHEAST ALONG A TRACK ROAD, 38.1 M (125.0 FT) NORTHEAST OF A UTILITY
 EL0482'POLE, 13.7 M (44.9 FT) EAST OF THE NEAR RAIL OF THE OKLAHOMA KANSAS
 EL0482'TEXAS RAILROAD, 3.2 M (10.5 FT) NORTHWEST OF THE CENTER OF A GATE, AND
 EL0482'0.8 M (2.6 FT) WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0497 ***********************************************************************
 EL0497  DESIGNATION -  E 44
 EL0497  PID         -  EL0497
 EL0497  STATE/COUNTY-  OK/JEFFERSON
 EL0497  COUNTRY     -  US
 EL0497  USGS QUAD   -  RYAN NE (2018)
 EL0497
 EL0497                         *CURRENT SURVEY CONTROL
 EL0497  ______________________________________________________________________
 EL0497* NAD 83(1986) POSITION- 34 09 29.     (N) 097 50 30.     (W)   SCALED
 EL0497* NAVD 88 ORTHO HEIGHT -   264.160 (meters)      866.66  (feet) ADJUSTED
 EL0497  ______________________________________________________________________
 EL0497  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 EL0497  DYNAMIC HEIGHT  -        263.893 (meters)      865.79  (feet) COMP
 EL0497  MODELED GRAVITY -    979,617.5   (mgal)                       NAVD 88
 EL0497
 EL0497  VERT ORDER      -  FIRST     CLASS II
 EL0497
 EL0497.The horizontal coordinates were scaled from a map and have
 EL0497.an estimated accuracy of +/- 6 seconds.
 EL0497
 EL0497.The orthometric height was determined by differential leveling and
 EL0497.adjusted by the NATIONAL GEODETIC SURVEY
 EL0497.in June 1991.
 EL0497
 EL0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0497.GEOID18 height accuracy estimate available here.
 EL0497
 EL0497.Click photographs - Photos may exist for this station.
 EL0497
 EL0497.The dynamic height is computed by dividing the NAVD 88
 EL0497.geopotential number by the normal gravity value computed on the
 EL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0497.degrees latitude (g = 980.6199 gals.).
 EL0497
 EL0497.The modeled gravity was interpolated from observed gravity values.
 EL0497
 EL0497;                    North         East    Units  Estimated Accuracy
 EL0497;SPC OK S     -    91,490.      614,600.      MT  (+/- 180 meters Scaled)
 EL0497
 EL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC067802(NAD 83)
 EL0497
 EL0497                          SUPERSEDED SURVEY CONTROL
 EL0497
 EL0497  NGVD 29 (??/??/92)  264.081  (m)          866.41   (f) ADJ UNCH    1 2
 EL0497
 EL0497.Superseded values are not recommended for survey control.
 EL0497
 EL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0497.See file dsdata.pdf to determine how the superseded data were derived.
 EL0497
 EL0497_MARKER: DB = BENCH MARK DISK
 EL0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0497_SP_SET: BRIDGE
 EL0497_STAMPING: E 44 1934
 EL0497_MARK LOGO: CGS
 EL0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0497
 EL0497  HISTORY     - Date     Condition        Report By
 EL0497  HISTORY     - 1934     MONUMENTED       CGS
 EL0497  HISTORY     - 1963     GOOD
 EL0497
 EL0497                          STATION DESCRIPTION
 EL0497
 EL0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0497'9.2 MI E FROM WAURIKA.
 EL0497'9.2 MILES EAST OF CRIPRR STATION AT WAURIKA, SET ON THE NORTH
 EL0497'SIDE, ON THE RETAINING WALL OF THE EAST ABUTMENT OF A REINFORCED
 EL0497'CONCRETE BRIDGE ON U.S. HIGHWAY 70, OVER A CREEK.  18 FEET NORTH
 EL0497'OF THE CENTER LINE OF THE HIGHWAY.
 EL0497
 EL0497                          STATION RECOVERY (1963)
 EL0497
 EL0497'RECOVERED 1963
 EL0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0422 ***********************************************************************
 GH0422  DESIGNATION -  E 46
 GH0422  PID         -  GH0422
 GH0422  STATE/COUNTY-  OK/GARFIELD
 GH0422  COUNTRY     -  US
 GH0422  USGS QUAD   -  ENID EAST (2018)
 GH0422
 GH0422                         *CURRENT SURVEY CONTROL
 GH0422  ______________________________________________________________________
 GH0422* NAD 83(1986) POSITION- 36 25 47.     (N) 097 51 48.     (W)   SCALED
 GH0422* NAVD 88 ORTHO HEIGHT -   381.126 (meters)     1250.41  (feet) ADJUSTED
 GH0422  ______________________________________________________________________
 GH0422  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 GH0422  DYNAMIC HEIGHT  -        380.792 (meters)     1249.32  (feet) COMP
 GH0422  MODELED GRAVITY -    979,744.7   (mgal)                       NAVD 88
 GH0422
 GH0422  VERT ORDER      -  SECOND    CLASS 0
 GH0422
 GH0422.The horizontal coordinates were scaled from a map and have
 GH0422.an estimated accuracy of +/- 6 seconds.
 GH0422
 GH0422.The orthometric height was determined by differential leveling and
 GH0422.adjusted by the NATIONAL GEODETIC SURVEY
 GH0422.in June 1991.
 GH0422
 GH0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0422.GEOID18 height accuracy estimate available here.
 GH0422
 GH0422.Click photographs - Photos may exist for this station.
 GH0422
 GH0422.The dynamic height is computed by dividing the NAVD 88
 GH0422.geopotential number by the normal gravity value computed on the
 GH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0422.degrees latitude (g = 980.6199 gals.).
 GH0422
 GH0422.The modeled gravity was interpolated from observed gravity values.
 GH0422
 GH0422;                    North         East    Units  Estimated Accuracy
 GH0422;SPC OK N     -   158,640.      612,260.      MT  (+/- 180 meters Scaled)
 GH0422
 GH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF018322(NAD 83)
 GH0422
 GH0422                          SUPERSEDED SURVEY CONTROL
 GH0422
 GH0422  NGVD 29 (??/??/92)  380.983  (m)         1249.94   (f) ADJ UNCH    2 0
 GH0422
 GH0422.Superseded values are not recommended for survey control.
 GH0422
 GH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0422.See file dsdata.pdf to determine how the superseded data were derived.
 GH0422
 GH0422_MARKER: DB = BENCH MARK DISK
 GH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0422_STAMPING: E 46 1934
 GH0422_MARK LOGO: CGS
 GH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0422+STABILITY: SURFACE MOTION
 GH0422
 GH0422  HISTORY     - Date     Condition        Report By
 GH0422  HISTORY     - 1934     MONUMENTED       CGS
 GH0422  HISTORY     - 1953     MARK NOT FOUND   CGS
 GH0422
 GH0422                          STATION DESCRIPTION
 GH0422
 GH0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0422'2.5 MI N FROM ENID.
 GH0422'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0422'RAILROAD FROM THE STATION AT ENID, GARFIELD COUNTY, 87 FEET
 GH0422'SOUTH OF MILEPOST 339, AND 42 FEET EAST OF THE CENTER LINE OF
 GH0422'THE TRACK.  A STANDARD DISK, STAMPED E 46 1934 AND SET IN THE
 GH0422'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0306 ***********************************************************************
 GH0306  DESIGNATION -  E 47
 GH0306  PID         -  GH0306
 GH0306  STATE/COUNTY-  OK/NOBLE
 GH0306  COUNTRY     -  US
 GH0306  USGS QUAD   -  BLACK BEAR (2018)
 GH0306
 GH0306                         *CURRENT SURVEY CONTROL
 GH0306  ______________________________________________________________________
 GH0306* NAD 83(1986) POSITION- 36 19 51.     (N) 097 13 58.     (W)   SCALED
 GH0306* NAVD 88 ORTHO HEIGHT -   289.673 (meters)      950.37  (feet) ADJUSTED
 GH0306  ______________________________________________________________________
 GH0306  GEOID HEIGHT    -        -28.430 (meters)                     GEOID18
 GH0306  DYNAMIC HEIGHT  -        289.416 (meters)      949.53  (feet) COMP
 GH0306  MODELED GRAVITY -    979,737.3   (mgal)                       NAVD 88
 GH0306
 GH0306  VERT ORDER      -  SECOND    CLASS 0
 GH0306
 GH0306.The horizontal coordinates were scaled from a map and have
 GH0306.an estimated accuracy of +/- 6 seconds.
 GH0306
 GH0306.The orthometric height was determined by differential leveling and
 GH0306.adjusted by the NATIONAL GEODETIC SURVEY
 GH0306.in June 1991.
 GH0306
 GH0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0306.GEOID18 height accuracy estimate available here.
 GH0306
 GH0306.Click photographs - Photos may exist for this station.
 GH0306
 GH0306.The dynamic height is computed by dividing the NAVD 88
 GH0306.geopotential number by the normal gravity value computed on the
 GH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0306.degrees latitude (g = 980.6199 gals.).
 GH0306
 GH0306.The modeled gravity was interpolated from observed gravity values.
 GH0306
 GH0306;                    North         East    Units  Estimated Accuracy
 GH0306;SPC OK N     -   147,930.      668,880.      MT  (+/- 180 meters Scaled)
 GH0306
 GH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF586220(NAD 83)
 GH0306
 GH0306                          SUPERSEDED SURVEY CONTROL
 GH0306
 GH0306  NGVD 29 (??/??/92)  289.548  (m)          949.96   (f) ADJ UNCH    2 0
 GH0306
 GH0306.Superseded values are not recommended for survey control.
 GH0306
 GH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0306.See file dsdata.pdf to determine how the superseded data were derived.
 GH0306
 GH0306_MARKER: DB = BENCH MARK DISK
 GH0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0306_SP_SET: BRIDGE PIER
 GH0306_STAMPING: E 47 1934
 GH0306_MARK LOGO: CGS
 GH0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0306
 GH0306  HISTORY     - Date     Condition        Report By
 GH0306  HISTORY     - 1934     MONUMENTED       CGS
 GH0306
 GH0306                          STATION DESCRIPTION
 GH0306
 GH0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0306'5.3 MI E FROM PERRY.
 GH0306'5.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0306'CITY PARK AT PERRY, NOBLE COUNTY, 80 FEET SOUTH OF MILEPOST 504,
 GH0306'AT BRIDGE NO. 504.0 OVER COW CREEK, AND IN THE TOP OF THE
 GH0306'NORTHEAST CORNER OF THE NORTH CONCRETE PIER.  A STANDARD DISK,
 GH0306'STAMPED E 47 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0059 ***********************************************************************
 GH0059  DESIGNATION -  E 48
 GH0059  PID         -  GH0059
 GH0059  STATE/COUNTY-  OK/PAWNEE
 GH0059  COUNTRY     -  US
 GH0059  USGS QUAD   -  TERLTON (2018)
 GH0059
 GH0059                         *CURRENT SURVEY CONTROL
 GH0059  ______________________________________________________________________
 GH0059* NAD 83(1986) POSITION- 36 11 14.     (N) 096 29 41.     (W)   SCALED
 GH0059* NAVD 88 ORTHO HEIGHT -   237.003 (meters)      777.57  (feet) ADJUSTED
 GH0059  ______________________________________________________________________
 GH0059  GEOID HEIGHT    -        -28.360 (meters)                     GEOID18
 GH0059  DYNAMIC HEIGHT  -        236.798 (meters)      776.89  (feet) COMP
 GH0059  MODELED GRAVITY -    979,759.5   (mgal)                       NAVD 88
 GH0059
 GH0059  VERT ORDER      -  SECOND    CLASS 0
 GH0059
 GH0059.The horizontal coordinates were scaled from a map and have
 GH0059.an estimated accuracy of +/- 6 seconds.
 GH0059
 GH0059.The orthometric height was determined by differential leveling and
 GH0059.adjusted by the NATIONAL GEODETIC SURVEY
 GH0059.in June 1991.
 GH0059
 GH0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0059.GEOID18 height accuracy estimate available here.
 GH0059
 GH0059.Click photographs - Photos may exist for this station.
 GH0059
 GH0059.The dynamic height is computed by dividing the NAVD 88
 GH0059.geopotential number by the normal gravity value computed on the
 GH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0059.degrees latitude (g = 980.6199 gals.).
 GH0059
 GH0059.The modeled gravity was interpolated from observed gravity values.
 GH0059
 GH0059;                    North         East    Units  Estimated Accuracy
 GH0059;SPC OK N     -   132,780.      735,390.      MT  (+/- 180 meters Scaled)
 GH0059
 GH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF252076(NAD 83)
 GH0059
 GH0059                          SUPERSEDED SURVEY CONTROL
 GH0059
 GH0059  NGVD 29 (??/??/92)  236.898  (m)          777.22   (f) ADJ UNCH    2 0
 GH0059
 GH0059.Superseded values are not recommended for survey control.
 GH0059
 GH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0059.See file dsdata.pdf to determine how the superseded data were derived.
 GH0059
 GH0059_MARKER: DB = BENCH MARK DISK
 GH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0059_STAMPING: E 48 1934
 GH0059_MARK LOGO: CGS
 GH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0059+STABILITY: SURFACE MOTION
 GH0059
 GH0059  HISTORY     - Date     Condition        Report By
 GH0059  HISTORY     - 1934     MONUMENTED       CGS
 GH0059
 GH0059                          STATION DESCRIPTION
 GH0059
 GH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0059'6.3 MI E FROM HALLETT.
 GH0059'6.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0059'STATION AT HALLETT, PAWNEE COUNTY, 79 FEET SOUTHWEST OF THE
 GH0059'STATION AT TERLTON, 56 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GH0059'TRACK, AND 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0059'DISK, STAMPED E 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0213 ***********************************************************************
 FJ0213  DESIGNATION -  E 49
 FJ0213  PID         -  FJ0213
 FJ0213  STATE/COUNTY-  OK/LINCOLN
 FJ0213  COUNTRY     -  US
 FJ0213  USGS QUAD   -  DAVENPORT (2018)
 FJ0213
 FJ0213                         *CURRENT SURVEY CONTROL
 FJ0213  ______________________________________________________________________
 FJ0213* NAD 83(1986) POSITION- 35 42 18.     (N) 096 46 11.     (W)   SCALED
 FJ0213* NAVD 88 ORTHO HEIGHT -   255.048 (meters)      836.77  (feet) ADJUSTED
 FJ0213  ______________________________________________________________________
 FJ0213  GEOID HEIGHT    -        -28.065 (meters)                     GEOID18
 FJ0213  DYNAMIC HEIGHT  -        254.811 (meters)      835.99  (feet) COMP
 FJ0213  MODELED GRAVITY -    979,697.0   (mgal)                       NAVD 88
 FJ0213
 FJ0213  VERT ORDER      -  SECOND    CLASS 0
 FJ0213
 FJ0213.The horizontal coordinates were scaled from a map and have
 FJ0213.an estimated accuracy of +/- 6 seconds.
 FJ0213
 FJ0213.The orthometric height was determined by differential leveling and
 FJ0213.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0213.in June 1991.
 FJ0213
 FJ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0213.GEOID18 height accuracy estimate available here.
 FJ0213
 FJ0213.Click photographs - Photos may exist for this station.
 FJ0213
 FJ0213.The dynamic height is computed by dividing the NAVD 88
 FJ0213.geopotential number by the normal gravity value computed on the
 FJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0213.degrees latitude (g = 980.6199 gals.).
 FJ0213
 FJ0213.The modeled gravity was interpolated from observed gravity values.
 FJ0213
 FJ0213;                    North         East    Units  Estimated Accuracy
 FJ0213;SPC OK N     -    78,930.      711,330.      MT  (+/- 180 meters Scaled)
 FJ0213
 FJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE017535(NAD 83)
 FJ0213
 FJ0213                          SUPERSEDED SURVEY CONTROL
 FJ0213
 FJ0213  NGVD 29 (??/??/92)  254.949  (m)          836.45   (f) ADJ UNCH    2 0
 FJ0213
 FJ0213.Superseded values are not recommended for survey control.
 FJ0213
 FJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0213.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0213
 FJ0213_MARKER: DB = BENCH MARK DISK
 FJ0213_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0213_STAMPING: E 49 1934
 FJ0213_MARK LOGO: CGS
 FJ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0213
 FJ0213  HISTORY     - Date     Condition        Report By
 FJ0213  HISTORY     - 1934     MONUMENTED       CGS
 FJ0213  HISTORY     - 20001212 POOR             OKDOT
 FJ0213
 FJ0213                          STATION DESCRIPTION
 FJ0213
 FJ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0213'IN DAVENPORT.
 FJ0213'IN THE TOWN OF DAVENPORT, AT THE A.T. AND S.F. RY. STATION, 54
 FJ0213'FEET WEST OF CENTERLINE OF MAIN LINE TRACK OF ATCHISON, TOPEKA
 FJ0213'AND SANTA FE RY., 80 FEET NORTHWEST OF NORTHWEST CORNER OF A.T.
 FJ0213'AND S.F. RY. STATION, 2 FEET EAST OF RIGHT OF WAY FENCE.  TABLET
 FJ0213'SET IN PRECAST CONCRETE POST.
 FJ0213
 FJ0213                          STATION RECOVERY (2000)
 FJ0213
 FJ0213'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (LDR)
 FJ0213'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0567 ***********************************************************************
 FH0567  DESIGNATION -  E 5
 FH0567  PID         -  FH0567
 FH0567  STATE/COUNTY-  OK/HASKELL
 FH0567  COUNTRY     -  US
 FH0567  USGS QUAD   -  LEQUIRE (2018)
 FH0567
 FH0567                         *CURRENT SURVEY CONTROL
 FH0567  ______________________________________________________________________
 FH0567* NAD 83(1986) POSITION- 35 07 27.     (N) 095 04 04.     (W)   SCALED
 FH0567* NAVD 88 ORTHO HEIGHT -   176.154 (meters)      577.93  (feet) ADJUSTED
 FH0567  ______________________________________________________________________
 FH0567  GEOID HEIGHT    -        -31.052 (meters)                     GEOID18
 FH0567  DYNAMIC HEIGHT  -        175.978 (meters)      577.35  (feet) COMP
 FH0567  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 FH0567
 FH0567  VERT ORDER      -  FIRST     CLASS II
 FH0567
 FH0567.The horizontal coordinates were scaled from a map and have
 FH0567.an estimated accuracy of +/- 6 seconds.
 FH0567
 FH0567.The orthometric height was determined by differential leveling and
 FH0567.adjusted by the NATIONAL GEODETIC SURVEY
 FH0567.in June 1991.
 FH0567
 FH0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0567.GEOID18 height accuracy estimate available here.
 FH0567
 FH0567.Click photographs - Photos may exist for this station.
 FH0567
 FH0567.The dynamic height is computed by dividing the NAVD 88
 FH0567.geopotential number by the normal gravity value computed on the
 FH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0567.degrees latitude (g = 980.6199 gals.).
 FH0567
 FH0567.The modeled gravity was interpolated from observed gravity values.
 FH0567
 FH0567;                    North         East    Units  Estimated Accuracy
 FH0567;SPC OK S     -   202,530.      867,230.      MT  (+/- 180 meters Scaled)
 FH0567
 FH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU115887(NAD 83)
 FH0567
 FH0567                          SUPERSEDED SURVEY CONTROL
 FH0567
 FH0567  NGVD 29 (??/??/92)  176.041  (m)          577.56   (f) ADJ UNCH    1 2
 FH0567
 FH0567.Superseded values are not recommended for survey control.
 FH0567
 FH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0567.See file dsdata.pdf to determine how the superseded data were derived.
 FH0567
 FH0567_MARKER: DB = BENCH MARK DISK
 FH0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0567_STAMPING: 577.561 E 5 1933
 FH0567_MARK LOGO: CGS
 FH0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0567+STABILITY: SURFACE MOTION
 FH0567
 FH0567  HISTORY     - Date     Condition        Report By
 FH0567  HISTORY     - 1933     MONUMENTED       CGS
 FH0567  HISTORY     - 1959     GOOD             CGS
 FH0567
 FH0567                          STATION DESCRIPTION
 FH0567
 FH0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0567'2.7 MI E FROM LEQUIRE.
 FH0567'2.7 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0567'RAILWAY FROM LEQUIRE, HASKELL COUNTY, AT A DIRT-ROAD CROSSING,
 FH0567'48 FEET SOUTH OF THE OLD ROADBED, 36 FEET WEST OF THE CENTER
 FH0567'LINE OF THE DIRT ROAD, 14 FEET WEST OF A FENCE CORNER, AND 2
 FH0567'FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED 57P.561 E
 FH0567'5 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 FH0567'RECOVERED ABOUT 50 YARDS SOUTH-SOUTHWEST OF CENTER OF CROSSROADS
 FH0567'AND IS ABOUT 11 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0152 ***********************************************************************
 GH0152  DESIGNATION -  E 50
 GH0152  PID         -  GH0152
 GH0152  STATE/COUNTY-  OK/PAWNEE
 GH0152  COUNTRY     -  US
 GH0152  USGS QUAD   -  CASEY (2018)
 GH0152
 GH0152                         *CURRENT SURVEY CONTROL
 GH0152  ______________________________________________________________________
 GH0152* NAD 83(1986) POSITION- 36 19 08.77   (N) 096 42 37.47   (W)   HD_HELD1
 GH0152* NAVD 88 ORTHO HEIGHT -   250.217 (meters)      820.92  (feet) ADJUSTED
 GH0152  ______________________________________________________________________
 GH0152  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 GH0152  DYNAMIC HEIGHT  -        249.999 (meters)      820.21  (feet) COMP
 GH0152  MODELED GRAVITY -    979,758.0   (mgal)                       NAVD 88
 GH0152
 GH0152  VERT ORDER      -  SECOND    CLASS 0
 GH0152
 GH0152.The horizontal coordinates were determined by differentially corrected
 GH0152.hand held GPS observations or other comparable positioning techniques
 GH0152.and have an estimated accuracy of +/- 3 meters.
 GH0152
 GH0152.The orthometric height was determined by differential leveling and
 GH0152.adjusted by the NATIONAL GEODETIC SURVEY
 GH0152.in June 1991.
 GH0152
 GH0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0152.GEOID18 height accuracy estimate available here.
 GH0152
 GH0152.Click photographs - Photos may exist for this station.
 GH0152
 GH0152.The dynamic height is computed by dividing the NAVD 88
 GH0152.geopotential number by the normal gravity value computed on the
 GH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0152.degrees latitude (g = 980.6199 gals.).
 GH0152
 GH0152.The modeled gravity was interpolated from observed gravity values.
 GH0152
 GH0152;                    North         East    Units  Estimated Accuracy
 GH0152;SPC OK N     -   147,128.0     715,794.8     MT  (+/- 3 meters HH1 GPS) 
 GH0152
 GH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0553721775(NAD 83)
 GH0152
 GH0152                          SUPERSEDED SURVEY CONTROL
 GH0152
 GH0152  NGVD 29 (??/??/92)  250.111  (m)          820.57   (f) ADJ UNCH    2 0
 GH0152
 GH0152.Superseded values are not recommended for survey control.
 GH0152
 GH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0152.See file dsdata.pdf to determine how the superseded data were derived.
 GH0152
 GH0152_MARKER: DB = BENCH MARK DISK
 GH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0152_STAMPING: E 150 1934
 GH0152_MARK LOGO: CGS
 GH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0152+STABILITY: SURFACE MOTION
 GH0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0152+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2013
 GH0152
 GH0152  HISTORY     - Date     Condition        Report By
 GH0152  HISTORY     - 1934     MONUMENTED       CGS
 GH0152  HISTORY     - 20130103 GOOD             OKDOT
 GH0152
 GH0152                          STATION DESCRIPTION
 GH0152
 GH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0152'1.6 MI N FROM CASY.
 GH0152'1.6 MILES NORTH OF JUNCTION OF AT AND SF RR AND ST. L AND SF RR
 GH0152'120 FEET SOUTHWEST OF THE RAILROAD SIDING CODY SIGNBOARD.  99
 GH0152'FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 GH0152'RAILROAD.  ONE FOOT EAST OF THE RAILROAD RIGHT-OF-WAY FENCE LINE.
 GH0152
 GH0152                          STATION RECOVERY (2013)
 GH0152
 GH0152'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (RDS)
 GH0152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0063 ***********************************************************************
 FJ0063  DESIGNATION -  E 58
 FJ0063  PID         -  FJ0063
 FJ0063  STATE/COUNTY-  OK/HUGHES
 FJ0063  COUNTRY     -  US
 FJ0063  USGS QUAD   -  LAKE HOLDENVILLE (2018)
 FJ0063
 FJ0063                         *CURRENT SURVEY CONTROL
 FJ0063  ______________________________________________________________________
 FJ0063* NAD 83(1986) POSITION- 35 06 56.68   (N) 096 22 09.18   (W)   HD_HELD1
 FJ0063* NAVD 88 ORTHO HEIGHT -   249.663 (meters)      819.10  (feet) ADJUSTED
 FJ0063  ______________________________________________________________________
 FJ0063  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 FJ0063  DYNAMIC HEIGHT  -        249.421 (meters)      818.31  (feet) COMP
 FJ0063  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 FJ0063
 FJ0063  VERT ORDER      -  SECOND    CLASS 0
 FJ0063
 FJ0063.The horizontal coordinates were determined by differentially corrected
 FJ0063.hand held GPS observations or other comparable positioning techniques
 FJ0063.and have an estimated accuracy of +/- 3 meters.
 FJ0063
 FJ0063.The orthometric height was determined by differential leveling and
 FJ0063.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0063.in June 1991.
 FJ0063
 FJ0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0063.GEOID18 height accuracy estimate available here.
 FJ0063
 FJ0063.Click photographs - Photos may exist for this station.
 FJ0063
 FJ0063.The dynamic height is computed by dividing the NAVD 88
 FJ0063.geopotential number by the normal gravity value computed on the
 FJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0063.degrees latitude (g = 980.6199 gals.).
 FJ0063
 FJ0063.The modeled gravity was interpolated from observed gravity values.
 FJ0063
 FJ0063;                    North         East    Units  Estimated Accuracy
 FJ0063;SPC OK S     -   198,916.5     748,651.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0063
 FJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3975389046(NAD 83)
 FJ0063
 FJ0063                          SUPERSEDED SURVEY CONTROL
 FJ0063
 FJ0063  NGVD 29 (??/??/92)  249.549  (m)          818.73   (f) ADJ UNCH    2 0
 FJ0063
 FJ0063.Superseded values are not recommended for survey control.
 FJ0063
 FJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0063.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0063
 FJ0063_MARKER: DB = BENCH MARK DISK
 FJ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0063_STAMPING: E 58 1934
 FJ0063_MARK LOGO: CGS
 FJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0063+STABILITY: SURFACE MOTION
 FJ0063
 FJ0063  HISTORY     - Date     Condition        Report By
 FJ0063  HISTORY     - 1934     MONUMENTED       CGS
 FJ0063  HISTORY     - 1969     GOOD             CGS
 FJ0063
 FJ0063                          STATION DESCRIPTION
 FJ0063
 FJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0063'3.5 MI NE FROM HOLDENVILLE.
 FJ0063'3.5 MILES NORTHEAST OF UNION STATION AT HOLDENVILLE 78 FEET
 FJ0063'NORTHWEST OF MILE POLE 516/5.  39 FEET WEST OF NEAREST RAIL OF
 FJ0063'SAINT LOUIS AND SAN FRANCISCO RAILWAY TRACK.  33 FEET SOUTH
 FJ0063'OF CENTER LINE OF SECTION LINE ROAD.  IN SIDE OF RAILROAD PROPERTY
 FJ0063'FENCE.
 FJ0063
 FJ0063                          STATION RECOVERY (1969)
 FJ0063
 FJ0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0120 ***********************************************************************
 FJ0120  DESIGNATION -  E 59
 FJ0120  PID         -  FJ0120
 FJ0120  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0120  COUNTRY     -  US
 FJ0120  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0120
 FJ0120                         *CURRENT SURVEY CONTROL
 FJ0120  ______________________________________________________________________
 FJ0120* NAD 83(1986) POSITION- 35 11 53.     (N) 096 57 59.     (W)   SCALED
 FJ0120* NAVD 88 ORTHO HEIGHT -   283.857 (meters)      931.29  (feet) ADJUSTED
 FJ0120  ______________________________________________________________________
 FJ0120  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 FJ0120  DYNAMIC HEIGHT  -        283.584 (meters)      930.39  (feet) COMP
 FJ0120  MODELED GRAVITY -    979,663.9   (mgal)                       NAVD 88
 FJ0120
 FJ0120  VERT ORDER      -  SECOND    CLASS 0
 FJ0120
 FJ0120.The horizontal coordinates were scaled from a map and have
 FJ0120.an estimated accuracy of +/- 6 seconds.
 FJ0120
 FJ0120.The orthometric height was determined by differential leveling and
 FJ0120.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0120.in June 1991.
 FJ0120
 FJ0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0120.GEOID18 height accuracy estimate available here.
 FJ0120
 FJ0120.Click photographs - Photos may exist for this station.
 FJ0120
 FJ0120.The dynamic height is computed by dividing the NAVD 88
 FJ0120.geopotential number by the normal gravity value computed on the
 FJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0120.degrees latitude (g = 980.6199 gals.).
 FJ0120
 FJ0120.The modeled gravity was interpolated from observed gravity values.
 FJ0120
 FJ0120;                    North         East    Units  Estimated Accuracy
 FJ0120;SPC OK S     -   207,330.      694,130.      MT  (+/- 180 meters Scaled)
 FJ0120
 FJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD851969(NAD 83)
 FJ0120
 FJ0120                          SUPERSEDED SURVEY CONTROL
 FJ0120
 FJ0120  NGVD 29 (??/??/92)  283.779  (m)          931.03   (f) ADJ UNCH    2 0
 FJ0120
 FJ0120.Superseded values are not recommended for survey control.
 FJ0120
 FJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0120.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0120
 FJ0120_MARKER: DB = BENCH MARK DISK
 FJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0120_STAMPING: E 59 1934
 FJ0120_MARK LOGO: CGS
 FJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0120+STABILITY: SURFACE MOTION
 FJ0120
 FJ0120  HISTORY     - Date     Condition        Report By
 FJ0120  HISTORY     - 1934     MONUMENTED       CGS
 FJ0120
 FJ0120                          STATION DESCRIPTION
 FJ0120
 FJ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0120'AT BROOKSVILLE.
 FJ0120'AT BROOKSVILLE, POTTAWATOMIE COUNTY, ABOUT 60 FEET EAST OF THE
 FJ0120'SOUTHEAST CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0120'STATION, ABOUT 90 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FJ0120'AND AT THE RAILROAD PROPERTY FENCE LINE.  A STANDARD DISK, STAMPED
 FJ0120'E 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0583 ***********************************************************************
 FH0583  DESIGNATION -  E 6
 FH0583  PID         -  FH0583
 FH0583  STATE/COUNTY-  OK/PITTSBURG
 FH0583  COUNTRY     -  US
 FH0583  USGS QUAD   -  FEATHERSTON (2018)
 FH0583
 FH0583                         *CURRENT SURVEY CONTROL
 FH0583  ______________________________________________________________________
 FH0583* NAD 83(1986) POSITION- 35 04 52.     (N) 095 28 58.     (W)   SCALED
 FH0583* NAVD 88 ORTHO HEIGHT -   194.102 (meters)      636.82  (feet) ADJUSTED
 FH0583  ______________________________________________________________________
 FH0583  GEOID HEIGHT    -        -30.523 (meters)                     GEOID18
 FH0583  DYNAMIC HEIGHT  -        193.909 (meters)      636.18  (feet) COMP
 FH0583  MODELED GRAVITY -    979,637.3   (mgal)                       NAVD 88
 FH0583
 FH0583  VERT ORDER      -  FIRST     CLASS II
 FH0583
 FH0583.The horizontal coordinates were scaled from a map and have
 FH0583.an estimated accuracy of +/- 6 seconds.
 FH0583
 FH0583.The orthometric height was determined by differential leveling and
 FH0583.adjusted by the NATIONAL GEODETIC SURVEY
 FH0583.in June 1991.
 FH0583
 FH0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0583.GEOID18 height accuracy estimate available here.
 FH0583
 FH0583.Click photographs - Photos may exist for this station.
 FH0583
 FH0583.The dynamic height is computed by dividing the NAVD 88
 FH0583.geopotential number by the normal gravity value computed on the
 FH0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0583.degrees latitude (g = 980.6199 gals.).
 FH0583
 FH0583.The modeled gravity was interpolated from observed gravity values.
 FH0583
 FH0583;                    North         East    Units  Estimated Accuracy
 FH0583;SPC OK S     -   196,740.      829,540.      MT  (+/- 180 meters Scaled)
 FH0583
 FH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU736848(NAD 83)
 FH0583
 FH0583                          SUPERSEDED SURVEY CONTROL
 FH0583
 FH0583  NGVD 29 (??/??/92)  193.989  (m)          636.45   (f) ADJ UNCH    1 2
 FH0583
 FH0583.Superseded values are not recommended for survey control.
 FH0583
 FH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0583.See file dsdata.pdf to determine how the superseded data were derived.
 FH0583
 FH0583_MARKER: DB = BENCH MARK DISK
 FH0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0583_STAMPING: 636.446 E 6 1933
 FH0583_MARK LOGO: CGS
 FH0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0583+STABILITY: SURFACE MOTION
 FH0583
 FH0583  HISTORY     - Date     Condition        Report By
 FH0583  HISTORY     - 1933     MONUMENTED       CGS
 FH0583
 FH0583                          STATION DESCRIPTION
 FH0583
 FH0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0583'0.3 MI E FROM FEATHERSTON.
 FH0583'0.3 MILE EAST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0583'FROM FEATHERSTON, PITTSBURG COUNTY, AT THE BEGINNING OF A SLIGHT
 FH0583'FILL, AND 47 FEET SOUTH OF THE OLD ROADBED.  A STANDARD DISK,
 FH0583'STAMPED 636.446 E 6 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0455 ***********************************************************************
 FH0455  DESIGNATION -  E 60
 FH0455  PID         -  FH0455
 FH0455  STATE/COUNTY-  OK/MUSKOGEE
 FH0455  COUNTRY     -  US
 FH0455  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0455
 FH0455                         *CURRENT SURVEY CONTROL
 FH0455  ______________________________________________________________________
 FH0455* NAD 83(1986) POSITION- 35 42 15.     (N) 095 23 38.     (W)   SCALED
 FH0455* NAVD 88 ORTHO HEIGHT -   179.221 (meters)      587.99  (feet) ADJUSTED
 FH0455  ______________________________________________________________________
 FH0455  GEOID HEIGHT    -        -29.508 (meters)                     GEOID18
 FH0455  DYNAMIC HEIGHT  -        179.058 (meters)      587.46  (feet) COMP
 FH0455  MODELED GRAVITY -    979,720.8   (mgal)                       NAVD 88
 FH0455
 FH0455  VERT ORDER      -  SECOND    CLASS 0
 FH0455
 FH0455.The horizontal coordinates were scaled from a map and have
 FH0455.an estimated accuracy of +/- 6 seconds.
 FH0455
 FH0455.The orthometric height was determined by differential leveling and
 FH0455.adjusted by the NATIONAL GEODETIC SURVEY
 FH0455.in June 1991.
 FH0455
 FH0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0455.GEOID18 height accuracy estimate available here.
 FH0455
 FH0455.Click photographs - Photos may exist for this station.
 FH0455
 FH0455.The dynamic height is computed by dividing the NAVD 88
 FH0455.geopotential number by the normal gravity value computed on the
 FH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0455.degrees latitude (g = 980.6199 gals.).
 FH0455
 FH0455.The modeled gravity was interpolated from observed gravity values.
 FH0455
 FH0455;                    North         East    Units  Estimated Accuracy
 FH0455;SPC OK N     -    81,290.      835,820.      MT  (+/- 180 meters Scaled)
 FH0455
 FH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV834537(NAD 83)
 FH0455
 FH0455                          SUPERSEDED SURVEY CONTROL
 FH0455
 FH0455  NGVD 29 (??/??/92)  179.108  (m)          587.62   (f) ADJ UNCH    2 0
 FH0455
 FH0455.Superseded values are not recommended for survey control.
 FH0455
 FH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0455.See file dsdata.pdf to determine how the superseded data were derived.
 FH0455
 FH0455_MARKER: DB = BENCH MARK DISK
 FH0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0455_STAMPING: E 60 1934
 FH0455_MARK LOGO: CGS
 FH0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0455+STABILITY: SURFACE MOTION
 FH0455
 FH0455  HISTORY     - Date     Condition        Report By
 FH0455  HISTORY     - 1934     MONUMENTED       CGS
 FH0455  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0455
 FH0455                          STATION DESCRIPTION
 FH0455
 FH0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0455'3 MI SW FROM MUSKOGEE.
 FH0455'3.0 MILES SOUTHWEST OF RAILWAY SIGNAL AT MUSKOGEE, 93 FEET
 FH0455'NORTH WEST OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY
 FH0455'TRACK, 69 FEET NORTH OF MILE POST 507.  35 FEET SOUTHEAST OF
 FH0455'CENTER LINE OF HIGHWAY U.S. 73. INSIDE OF RAILWAY PROPERTY FENCE.
 FH0455
 FH0455                          STATION RECOVERY (1974)
 FH0455
 FH0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0455'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0664 ***********************************************************************
 FH0664  DESIGNATION -  E 61
 FH0664  PID         -  FH0664
 FH0664  STATE/COUNTY-  OK/PITTSBURG
 FH0664  COUNTRY     -  US
 FH0664  USGS QUAD   -  CANADIAN (2018)
 FH0664
 FH0664                         *CURRENT SURVEY CONTROL
 FH0664  ______________________________________________________________________
 FH0664* NAD 83(1986) POSITION- 35 09 07.     (N) 095 40 05.     (W)   SCALED
 FH0664* NAVD 88 ORTHO HEIGHT -   192.396 (meters)      631.22  (feet) ADJUSTED
 FH0664  ______________________________________________________________________
 FH0664  GEOID HEIGHT    -        -30.047 (meters)                     GEOID18
 FH0664  DYNAMIC HEIGHT  -        192.207 (meters)      630.60  (feet) COMP
 FH0664  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 FH0664
 FH0664  VERT ORDER      -  SECOND    CLASS 0
 FH0664
 FH0664.The horizontal coordinates were scaled from a map and have
 FH0664.an estimated accuracy of +/- 6 seconds.
 FH0664
 FH0664.The orthometric height was determined by differential leveling and
 FH0664.adjusted by the NATIONAL GEODETIC SURVEY
 FH0664.in June 1991.
 FH0664
 FH0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0664.GEOID18 height accuracy estimate available here.
 FH0664
 FH0664.Click photographs - Photos may exist for this station.
 FH0664
 FH0664.The dynamic height is computed by dividing the NAVD 88
 FH0664.geopotential number by the normal gravity value computed on the
 FH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0664.degrees latitude (g = 980.6199 gals.).
 FH0664
 FH0664.The modeled gravity was interpolated from observed gravity values.
 FH0664
 FH0664;                    North         East    Units  Estimated Accuracy
 FH0664;SPC OK S     -   204,190.      812,460.      MT  (+/- 180 meters Scaled)
 FH0664
 FH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU569931(NAD 83)
 FH0664
 FH0664                          SUPERSEDED SURVEY CONTROL
 FH0664
 FH0664  NGVD 29 (??/??/92)  192.289  (m)          630.87   (f) ADJ UNCH    2 0
 FH0664
 FH0664.Superseded values are not recommended for survey control.
 FH0664
 FH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0664.See file dsdata.pdf to determine how the superseded data were derived.
 FH0664
 FH0664_MARKER: DB = BENCH MARK DISK
 FH0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0664_STAMPING: E 61 1934
 FH0664_MARK LOGO: CGS
 FH0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0664+STABILITY: SURFACE MOTION
 FH0664
 FH0664  HISTORY     - Date     Condition        Report By
 FH0664  HISTORY     - 1934     MONUMENTED       CGS
 FH0664
 FH0664                          STATION DESCRIPTION
 FH0664
 FH0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0664'1.9 MI S FROM CANADIAN.
 FH0664'0.25 MILE NORTH OF MISSOURI-KANSAS-TEXAS RAILWAY SEMAPHORE
 FH0664'549.4.  0.15 MILE SOUTH OF MILEPOST 549.  80 FEET EAST OF NEAREST
 FH0664'RAIL OF TRACK, 42 FEET WEST OF CENTERLINE OF HIGHWAY U.S. 73,
 FH0664'INSIDE OF RAILWAY PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0127 ***********************************************************************
 EL0127  DESIGNATION -  E 62
 EL0127  PID         -  EL0127
 EL0127  STATE/COUNTY-  OK/BRYAN
 EL0127  COUNTRY     -  US
 EL0127  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0127
 EL0127                         *CURRENT SURVEY CONTROL
 EL0127  ______________________________________________________________________
 EL0127* NAD 83(1986) POSITION- 34 00 34.     (N) 096 07 07.     (W)   SCALED
 EL0127* NAVD 88 ORTHO HEIGHT -   187.399 (meters)      614.82  (feet) ADJUSTED
 EL0127  ______________________________________________________________________
 EL0127  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 EL0127  DYNAMIC HEIGHT  -        187.208 (meters)      614.20  (feet) COMP
 EL0127  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 EL0127
 EL0127  VERT ORDER      -  FIRST     CLASS II
 EL0127
 EL0127.The horizontal coordinates were scaled from a map and have
 EL0127.an estimated accuracy of +/- 6 seconds.
 EL0127
 EL0127.The orthometric height was determined by differential leveling and
 EL0127.adjusted by the NATIONAL GEODETIC SURVEY
 EL0127.in June 1991.
 EL0127
 EL0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0127.GEOID18 height accuracy estimate available here.
 EL0127
 EL0127.Click photographs - Photos may exist for this station.
 EL0127
 EL0127.The dynamic height is computed by dividing the NAVD 88
 EL0127.geopotential number by the normal gravity value computed on the
 EL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0127.degrees latitude (g = 980.6199 gals.).
 EL0127
 EL0127.The modeled gravity was interpolated from observed gravity values.
 EL0127
 EL0127;                    North         East    Units  Estimated Accuracy
 EL0127;SPC OK S     -    76,620.      773,780.      MT  (+/- 180 meters Scaled)
 EL0127
 EL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC661669(NAD 83)
 EL0127
 EL0127                          SUPERSEDED SURVEY CONTROL
 EL0127
 EL0127  NGVD 29 (??/??/92)  187.341  (m)          614.63   (f) ADJ UNCH    1 2
 EL0127
 EL0127.Superseded values are not recommended for survey control.
 EL0127
 EL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0127.See file dsdata.pdf to determine how the superseded data were derived.
 EL0127
 EL0127_MARKER: DB = BENCH MARK DISK
 EL0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0127_STAMPING: E 62 1934
 EL0127_MARK LOGO: CGS
 EL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0127+STABILITY: SURFACE MOTION
 EL0127
 EL0127  HISTORY     - Date     Condition        Report By
 EL0127  HISTORY     - 1934     MONUMENTED       CGS
 EL0127  HISTORY     - 1944     GOOD
 EL0127  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0127
 EL0127                          STATION DESCRIPTION
 EL0127
 EL0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0127'1.6 MI E FROM BOKCHITO.
 EL0127'BETWEEN U.S. HIGHWAY 70 AND ST. LOUIS AND SAN FRANCISCO RR TRACK,
 EL0127'MOST PROMINENT POINT.  100 FEET WEST OF MILE POST 595/5.
 EL0127
 EL0127                          STATION RECOVERY (1944)
 EL0127
 EL0127'RECOVERED 1944
 EL0127'RECOVERED IN GOOD CONDITION.
 EL0127
 EL0127                          STATION RECOVERY (1986)
 EL0127
 EL0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0340 ***********************************************************************
 GG0340  DESIGNATION -  E 62
 GG0340  PID         -  GG0340
 GG0340  STATE/COUNTY-  OK/MAYES
 GG0340  COUNTRY     -  US
 GG0340  USGS QUAD   -  PRYOR (2019)
 GG0340
 GG0340                         *CURRENT SURVEY CONTROL
 GG0340  ______________________________________________________________________
 GG0340* NAD 83(1986) POSITION- 36 17 33.     (N) 095 19 29.     (W)   SCALED
 GG0340* NAVD 88 ORTHO HEIGHT -   184.127 (meters)      604.09  (feet) ADJUSTED
 GG0340  ______________________________________________________________________
 GG0340  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 GG0340  DYNAMIC HEIGHT  -        183.969 (meters)      603.57  (feet) COMP
 GG0340  MODELED GRAVITY -    979,772.5   (mgal)                       NAVD 88
 GG0340
 GG0340  VERT ORDER      -  SECOND    CLASS 0
 GG0340
 GG0340.The horizontal coordinates were scaled from a map and have
 GG0340.an estimated accuracy of +/- 6 seconds.
 GG0340
 GG0340.The orthometric height was determined by differential leveling and
 GG0340.adjusted by the NATIONAL GEODETIC SURVEY
 GG0340.in June 1991.
 GG0340
 GG0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0340.GEOID18 height accuracy estimate available here.
 GG0340
 GG0340.Click photographs - Photos may exist for this station.
 GG0340
 GG0340.The dynamic height is computed by dividing the NAVD 88
 GG0340.geopotential number by the normal gravity value computed on the
 GG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0340.degrees latitude (g = 980.6199 gals.).
 GG0340
 GG0340.The modeled gravity was interpolated from observed gravity values.
 GG0340
 GG0340;                    North         East    Units  Estimated Accuracy
 GG0340;SPC OK N     -   146,720.      840,280.      MT  (+/- 180 meters Scaled)
 GG0340
 GG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA912188(NAD 83)
 GG0340
 GG0340                          SUPERSEDED SURVEY CONTROL
 GG0340
 GG0340  NGVD 29 (??/??/92)  184.014  (m)          603.72   (f) ADJ UNCH    2 0
 GG0340
 GG0340.Superseded values are not recommended for survey control.
 GG0340
 GG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0340.See file dsdata.pdf to determine how the superseded data were derived.
 GG0340
 GG0340_MARKER: DB = BENCH MARK DISK
 GG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0340_STAMPING: E 62 1934
 GG0340_MARK LOGO: CGS
 GG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0340+STABILITY: SURFACE MOTION
 GG0340
 GG0340  HISTORY     - Date     Condition        Report By
 GG0340  HISTORY     - 1934     MONUMENTED       CGS
 GG0340  HISTORY     - 1960     POOR             CGS
 GG0340
 GG0340                          STATION DESCRIPTION
 GG0340
 GG0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0340'1.1 MI S FROM PRYOR.
 GG0340'1.1 MILES SOUTH OF M-K AND T DEPOT, AT PRYOR 0.25 MILE NORTH OF
 GG0340'MILE POST 465.  45 FEET EAST OF NEAREST RAIL OF MISSOURI-KANSAS
 GG0340'AND TEXAS RAILWAY TRACK.  30 FEET SOUTH OF CENTER LINE OF SECTION
 GG0340'LINE ROAD, AND INSIDE OF RAILROAD PROPERTY FENCE.
 GG0340
 GG0340                          STATION RECOVERY (1960)
 GG0340
 GG0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0340'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0547 ***********************************************************************
 EK0547  DESIGNATION -  E 63
 EK0547  PID         -  EK0547
 EK0547  STATE/COUNTY-  OK/CHOCTAW
 EK0547  COUNTRY     -  US
 EK0547  USGS QUAD   -  HUGO (2019)
 EK0547
 EK0547                         *CURRENT SURVEY CONTROL
 EK0547  ______________________________________________________________________
 EK0547* NAD 83(1986) POSITION- 34 01 19.     (N) 095 31 07.     (W)   SCALED
 EK0547* NAVD 88 ORTHO HEIGHT -   165.901 (meters)      544.29  (feet) ADJUSTED
 EK0547  ______________________________________________________________________
 EK0547  GEOID HEIGHT    -        -29.113 (meters)                     GEOID18
 EK0547  DYNAMIC HEIGHT  -        165.723 (meters)      543.71  (feet) COMP
 EK0547  MODELED GRAVITY -    979,562.8   (mgal)                       NAVD 88
 EK0547
 EK0547  VERT ORDER      -  SECOND    CLASS 0
 EK0547
 EK0547.The horizontal coordinates were scaled from a map and have
 EK0547.an estimated accuracy of +/- 6 seconds.
 EK0547
 EK0547.The orthometric height was determined by differential leveling and
 EK0547.adjusted by the NATIONAL GEODETIC SURVEY
 EK0547.in June 1991.
 EK0547
 EK0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0547.GEOID18 height accuracy estimate available here.
 EK0547
 EK0547.Click photographs - Photos may exist for this station.
 EK0547
 EK0547.The dynamic height is computed by dividing the NAVD 88
 EK0547.geopotential number by the normal gravity value computed on the
 EK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0547.degrees latitude (g = 980.6199 gals.).
 EK0547
 EK0547.The modeled gravity was interpolated from observed gravity values.
 EK0547
 EK0547;                    North         East    Units  Estimated Accuracy
 EK0547;SPC OK S     -    79,200.      829,160.      MT  (+/- 180 meters Scaled)
 EK0547
 EK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT674674(NAD 83)
 EK0547
 EK0547                          SUPERSEDED SURVEY CONTROL
 EK0547
 EK0547  NGVD 29 (??/??/92)  165.831  (m)          544.06   (f) ADJ UNCH    2 0
 EK0547
 EK0547.Superseded values are not recommended for survey control.
 EK0547
 EK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0547.See file dsdata.pdf to determine how the superseded data were derived.
 EK0547
 EK0547_MARKER: DB = BENCH MARK DISK
 EK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0547_STAMPING: E 63 1934
 EK0547_MARK LOGO: CGS
 EK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0547+STABILITY: SURFACE MOTION
 EK0547
 EK0547  HISTORY     - Date     Condition        Report By
 EK0547  HISTORY     - 1934     MONUMENTED       CGS
 EK0547
 EK0547                          STATION DESCRIPTION
 EK0547
 EK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0547'AT HUGO.
 EK0547'AT THE NORTH EDGE OF HUGO, CHOCTAW COUNTY, ABOUT 10 POLES SOUTH
 EK0547'OF ST. LOUIS-SAN FRANCISCO RAILWAY MILEPOST 558, NEAR A SECTION
 EK0547'HOUSE, AT A ROAD CROSSING, 15 FEET NORTH OF THE CENTER LINE OF
 EK0547'THE ROAD, AND 35 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 EK0547'E 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0192 ***********************************************************************
 GG0192  DESIGNATION -  E 63
 GG0192  PID         -  GG0192
 GG0192  STATE/COUNTY-  OK/DELAWARE
 GG0192  COUNTRY     -  US
 GG0192  USGS QUAD   -  CHLOETA (2018)
 GG0192
 GG0192                         *CURRENT SURVEY CONTROL
 GG0192  ______________________________________________________________________
 GG0192* NAD 83(2011) POSITION- 36 25 10.87507(N) 094 56 43.29614(W)   ADJUSTED
 GG0192* NAD 83(2011) ELLIP HT-   265.644 (meters)        (11/20/23)   ADJUSTED
 GG0192* NAD 83(2011) EPOCH   -  2010.00
 GG0192* NAVD 88 ORTHO HEIGHT -   294.557 (meters)      966.39  (feet) ADJUSTED
 GG0192  ______________________________________________________________________
 GG0192  GEOID HEIGHT    -        -28.948 (meters)                     GEOID18
 GG0192  NAD 83(2011) X  -   -442,985.307 (meters)                     COMP
 GG0192  NAD 83(2011) Y  - -5,119,572.256 (meters)                     COMP
 GG0192  NAD 83(2011) Z  -  3,765,924.511 (meters)                     COMP
 GG0192  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 GG0192  DYNAMIC HEIGHT  -        294.304 (meters)      965.56  (feet) COMP
 GG0192  MODELED GRAVITY -    979,765.4   (mgal)                       NAVD 88
 GG0192
 GG0192  VERT ORDER      -  SECOND    CLASS 0
 GG0192
 GG0192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0192  Standards:
 GG0192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0192  -------------------------------------------------------------------
 GG0192  NETWORK    0.76   1.74           0.34   0.28   0.89      0.03940319
 GG0192  -------------------------------------------------------------------
 GG0192  Click here for local accuracies and other accuracy information.
 GG0192
 GG0192.The horizontal coordinates were established by GPS observations
 GG0192.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0192
 GG0192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0192.been affixed to the stable North American tectonic plate. See 
 GG0192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0192
 GG0192.The horizontal coordinates are valid at the epoch date displayed above
 GG0192.which is a decimal equivalence of Year/Month/Day.
 GG0192
 GG0192.The orthometric height was determined by differential leveling and
 GG0192.adjusted by the NATIONAL GEODETIC SURVEY
 GG0192.in June 1991.
 GG0192
 GG0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0192.GEOID18 height accuracy estimate available here.
 GG0192
 GG0192.Click photographs - Photos may exist for this station.
 GG0192
 GG0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0192
 GG0192.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0192
 GG0192.The ellipsoidal height was determined by GPS observations
 GG0192.and is referenced to NAD 83.
 GG0192
 GG0192.The dynamic height is computed by dividing the NAVD 88
 GG0192.geopotential number by the normal gravity value computed on the
 GG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0192.degrees latitude (g = 980.6199 gals.).
 GG0192
 GG0192.The modeled gravity was interpolated from observed gravity values.
 GG0192
 GG0192. The following values were computed from the NAD 83(2011) position.
 GG0192
 GG0192;                    North         East     Units Scale Factor Converg.
 GG0192;SPC OK N     -   161,828.978   873,893.406   MT  0.99995507   +1 48 09.7
 GG0192;SPC OK N     -   530,933.91  2,867,098.62   sFT  0.99995507   +1 48 09.7
 GG0192;UTM  15      - 4,032,257.781   325,593.045   MT  0.99997478   -1 09 18.9
 GG0192
 GG0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0192!SPC OK N     -   0.99995831  x   0.99995507  =   0.99991338
 GG0192!UTM  15      -   0.99995831  x   0.99997478  =   0.99993309
 GG0192
 GG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2559332257(NAD 83)
 GG0192
 GG0192                          SUPERSEDED SURVEY CONTROL
 GG0192
 GG0192  NGVD 29 (??/??/92)  294.426  (m)          965.96   (f) ADJ UNCH    2 0
 GG0192
 GG0192.Superseded values are not recommended for survey control.
 GG0192
 GG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0192.See file dsdata.pdf to determine how the superseded data were derived.
 GG0192
 GG0192_MARKER: DB = BENCH MARK DISK
 GG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0192_STAMPING: E 63 1934
 GG0192_MARK LOGO: CGS
 GG0192_PROJECTION: PROJECTING 30 CENTIMETERS
 GG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0192+STABILITY: SURFACE MOTION
 GG0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0192+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2023
 GG0192
 GG0192  HISTORY     - Date     Condition        Report By
 GG0192  HISTORY     - 1934     MONUMENTED       CGS
 GG0192  HISTORY     - 1960     GOOD             CGS
 GG0192  HISTORY     - 20050627 GOOD             INDIV
 GG0192  HISTORY     - 20231030 GOOD             OKDOT
 GG0192
 GG0192                          STATION DESCRIPTION
 GG0192
 GG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0192'6.1 MI NE FROM SPAVINAW.
 GG0192'THIS MARK RECOVERED ABOUT 75 FEET NORTH OF THE CENTERLINE OF THE
 GG0192'PRESENT HIGHWAY, ABOUT 60 FEET WEST OF THE CENTERLINE OF A ROAD
 GG0192'CONNECTING THE OLD AND NEW HIGHWAYS AND ABOUT 21 FEET SOUTH OF THE
 GG0192'CENTERLINE OF THE OLD HIGHWAY.
 GG0192
 GG0192                          STATION RECOVERY (2005)
 GG0192
 GG0192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BLK)
 GG0192'THE MARK IS APPROXIMATELY 6 MILES EAST OF THE HIGHWAY 20 AND HIGHWAY
 GG0192'82 JUNCTION NORTH OF SPAVINAW, AND IS ABOUT 90 FEET NORTH OF THE
 GG0192'CENTERLINE OF STATE HIGHWAY 20, AND 200 FEET WEST OF THE TURNOFF TO
 GG0192'THE SPAVINAW HILLS STATE GAME REFUGE A GREEN METAL BARN LIES NORTH OF
 GG0192'THE MONUMENT.
 GG0192
 GG0192                          STATION RECOVERY (2023)
 GG0192
 GG0192'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0192'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0369 ***********************************************************************
 DM0369  DESIGNATION -  E 64
 DM0369  PID         -  DM0369
 DM0369  STATE/COUNTY-  OK/CHOCTAW
 DM0369  COUNTRY     -  US
 DM0369  USGS QUAD   -  SHOALS (2018)
 DM0369
 DM0369                         *CURRENT SURVEY CONTROL
 DM0369  ______________________________________________________________________
 DM0369* NAD 83(1986) POSITION- 33 59 42.65   (N) 095 27 06.96   (W)   HD_HELD1
 DM0369* NAVD 88 ORTHO HEIGHT -   152.627 (meters)      500.74  (feet) POSTED
 DM0369  ______________________________________________________________________
 DM0369  GEOID HEIGHT    -        -28.962 (meters)                     GEOID18
 DM0369  DYNAMIC HEIGHT  -        152.46  (meters)      500.2   (feet) COMP
 DM0369  MODELED GRAVITY -    979,568.7   (mgal)                       NAVD 88
 DM0369
 DM0369  VERT ORDER      -  * POSTED, SEE BELOW
 DM0369
 DM0369.The horizontal coordinates were determined by differentially corrected
 DM0369.hand held GPS observations or other comparable positioning techniques
 DM0369.and have an estimated accuracy of +/- 3 meters.
 DM0369
 DM0369.The orthometric height was determined by differential leveling
 DM0369.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DM0369
 DM0369.* This is a POSTED BENCH MARK height.
 DM0369
 DM0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0369.GEOID18 height accuracy estimate available here.
 DM0369
 DM0369.Click photographs - Photos may exist for this station.
 DM0369
 DM0369.The dynamic height is computed by dividing the NAVD 88
 DM0369.geopotential number by the normal gravity value computed on the
 DM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0369.degrees latitude (g = 980.6199 gals.).
 DM0369
 DM0369.The modeled gravity was interpolated from observed gravity values.
 DM0369
 DM0369;                    North         East    Units  Estimated Accuracy
 DM0369;SPC OK S     -    76,385.9     835,388.2     MT  (+/- 3 meters HH1 GPS) 
 DM0369
 DM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7353064332(NAD 83)
 DM0369
 DM0369                          SUPERSEDED SURVEY CONTROL
 DM0369
 DM0369  NGVD 29 (??/??/92)  152.564  (m)          500.54   (f) ADJ UNCH    1 2
 DM0369
 DM0369.Superseded values are not recommended for survey control.
 DM0369
 DM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0369.See file dsdata.pdf to determine how the superseded data were derived.
 DM0369
 DM0369_MARKER: DB = BENCH MARK DISK
 DM0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0369_STAMPING: E 64 1934
 DM0369_MARK LOGO: CGS
 DM0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0369+STABILITY: SURFACE MOTION
 DM0369
 DM0369  HISTORY     - Date     Condition        Report By
 DM0369  HISTORY     - 1934     MONUMENTED       CGS
 DM0369  HISTORY     - 1944     GOOD             SLSFRR
 DM0369  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0369
 DM0369                          STATION DESCRIPTION
 DM0369
 DM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0369'3.8 MI E FROM HUGO.
 DM0369'3.8 MILES EAST OF HUGO ST L AND SF RR DEPOT.  AT ST. LOUIS AND SAN
 DM0369'FRANCISCO RR CROSSING.  40 FEET NORTH OF THE TRACK IN FENCE LINE.  30
 DM0369'FEET WEST OF THE CENTERLINE OF THE ROAD.
 DM0369
 DM0369                          STATION RECOVERY (1944)
 DM0369
 DM0369'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0369'RECOVERED IN GOOD CONDITION.
 DM0369
 DM0369                          STATION RECOVERY (1986)
 DM0369
 DM0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0377 ***********************************************************************
 GG0377  DESIGNATION -  E 64
 GG0377  PID         -  GG0377
 GG0377  STATE/COUNTY-  OK/ROGERS
 GG0377  COUNTRY     -  US
 GG0377  USGS QUAD   -  OSAGE HILLS (2019)
 GG0377
 GG0377                         *CURRENT SURVEY CONTROL
 GG0377  ______________________________________________________________________
 GG0377* NAD 83(1986) POSITION- 36 18 38.66   (N) 095 28 48.90   (W)   HD_HELD1
 GG0377* NAVD 88 ORTHO HEIGHT -   202.285 (meters)      663.66  (feet) ADJUSTED
 GG0377  ______________________________________________________________________
 GG0377  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 GG0377  DYNAMIC HEIGHT  -        202.112 (meters)      663.10  (feet) COMP
 GG0377  MODELED GRAVITY -    979,771.8   (mgal)                       NAVD 88
 GG0377
 GG0377  VERT ORDER      -  SECOND    CLASS 0
 GG0377
 GG0377.The horizontal coordinates were determined by differentially corrected
 GG0377.hand held GPS observations or other comparable positioning techniques
 GG0377.and have an estimated accuracy of +/- 3 meters.
 GG0377
 GG0377.The orthometric height was determined by differential leveling and
 GG0377.adjusted by the NATIONAL GEODETIC SURVEY
 GG0377.in June 1991.
 GG0377
 GG0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0377.GEOID18 height accuracy estimate available here.
 GG0377
 GG0377.Click photographs - Photos may exist for this station.
 GG0377
 GG0377.The dynamic height is computed by dividing the NAVD 88
 GG0377.geopotential number by the normal gravity value computed on the
 GG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0377.degrees latitude (g = 980.6199 gals.).
 GG0377
 GG0377.The modeled gravity was interpolated from observed gravity values.
 GG0377
 GG0377;                    North         East    Units  Estimated Accuracy
 GG0377;SPC OK N     -   148,367.2     826,258.3     MT  (+/- 3 meters HH1 GPS) 
 GG0377
 GG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7732021269(NAD 83)
 GG0377
 GG0377                          SUPERSEDED SURVEY CONTROL
 GG0377
 GG0377  NGVD 29 (??/??/92)  202.170  (m)          663.29   (f) ADJ UNCH    2 0
 GG0377
 GG0377.Superseded values are not recommended for survey control.
 GG0377
 GG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0377.See file dsdata.pdf to determine how the superseded data were derived.
 GG0377
 GG0377_MARKER: DB = BENCH MARK DISK
 GG0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0377_SP_SET: BRIDGE
 GG0377_STAMPING: E 64 1934
 GG0377_MARK LOGO: CGS
 GG0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0377
 GG0377  HISTORY     - Date     Condition        Report By
 GG0377  HISTORY     - 1934     MONUMENTED       CGS
 GG0377  HISTORY     - 1962     GOOD             USGS
 GG0377
 GG0377                          STATION DESCRIPTION
 GG0377
 GG0377'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GG0377'7.7 MI E FROM CLAREMORE.
 GG0377'CLAREMORE, ABOUT 7.5 MI. E. OF ALONG STATE HWY. 20, IN SEC. 10,
 GG0377'T. 21 N, R. 17 R., ABOUT 0.1 MI. N. OF A BRIDGE ON NEW HWY. 20,
 GG0377'AT SW COR. OF A BRIDGE ON ABANDONED RD. (OLD HWY. 20), IN THE
 GG0377'TOP OF A CONC. WINGWALL ABOUT 15 FT. S. OF CENTERLINE OF BRIDGE,
 GG0377'A STANDARD DISK STAMPED, E 64 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0335 ***********************************************************************
 DM0335  DESIGNATION -  E 65
 DM0335  PID         -  DM0335
 DM0335  STATE/COUNTY-  OK/MCCURTAIN
 DM0335  COUNTRY     -  US
 DM0335  USGS QUAD   -  IDABEL (2019)
 DM0335
 DM0335                         *CURRENT SURVEY CONTROL
 DM0335  ______________________________________________________________________
 DM0335* NAD 83(1986) POSITION- 33 52 48.     (N) 094 49 15.     (W)   SCALED
 DM0335* NAVD 88 ORTHO HEIGHT -   137.956 (meters)      452.61  (feet) ADJUSTED
 DM0335  ______________________________________________________________________
 DM0335  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 DM0335  DYNAMIC HEIGHT  -        137.816 (meters)      452.15  (feet) COMP
 DM0335  MODELED GRAVITY -    979,620.7   (mgal)                       NAVD 88
 DM0335
 DM0335  VERT ORDER      -  FIRST     CLASS II
 DM0335
 DM0335.The horizontal coordinates were scaled from a map and have
 DM0335.an estimated accuracy of +/- 6 seconds.
 DM0335
 DM0335.The orthometric height was determined by differential leveling and
 DM0335.adjusted by the NATIONAL GEODETIC SURVEY
 DM0335.in June 1991.
 DM0335
 DM0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0335.GEOID18 height accuracy estimate available here.
 DM0335
 DM0335.Click photographs - Photos may exist for this station.
 DM0335
 DM0335.The dynamic height is computed by dividing the NAVD 88
 DM0335.geopotential number by the normal gravity value computed on the
 DM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0335.degrees latitude (g = 980.6199 gals.).
 DM0335
 DM0335.The modeled gravity was interpolated from observed gravity values.
 DM0335
 DM0335;                    North         East    Units  Estimated Accuracy
 DM0335;SPC OK S     -    65,270.      894,070.      MT  (+/- 180 meters Scaled)
 DM0335
 DM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT316503(NAD 83)
 DM0335
 DM0335                          SUPERSEDED SURVEY CONTROL
 DM0335
 DM0335  NGVD 29 (??/??/92)  137.936  (m)          452.55   (f) ADJ UNCH    1 2
 DM0335
 DM0335.Superseded values are not recommended for survey control.
 DM0335
 DM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0335.See file dsdata.pdf to determine how the superseded data were derived.
 DM0335
 DM0335_MARKER: DB = BENCH MARK DISK
 DM0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0335_SP_SET: CULVERT HEADWALL
 DM0335_STAMPING: E 65 1934
 DM0335_MARK LOGO: CGS
 DM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0335+STABILITY: SURFACE MOTION
 DM0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0335+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DM0335
 DM0335  HISTORY     - Date     Condition        Report By
 DM0335  HISTORY     - 1934     MONUMENTED       CGS
 DM0335  HISTORY     - 1944     GOOD             SLSFRR
 DM0335  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0335  HISTORY     - 20070703 GOOD             INDIV
 DM0335
 DM0335                          STATION DESCRIPTION
 DM0335
 DM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0335'0.8 MI E FROM IDABEL.
 DM0335'0.8 MILES EAST OF IDABEL ST. L. AND S. F. STATION 1 POLE EAST OF
 DM0335'MILEPOST 603/10 ON ST. LOUIS AND SAN FRANCISCO.  250 FEET EAST OF YARD
 DM0335'LIMIT SIGN.  IN THE WEST HEADWALL OF A CONCRETE CULVERT.
 DM0335
 DM0335                          STATION RECOVERY (1944)
 DM0335
 DM0335'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0335'RECOVERED IN GOOD CONDITION.
 DM0335
 DM0335                          STATION RECOVERY (1986)
 DM0335
 DM0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0335'MARK NOT FOUND.
 DM0335
 DM0335                          STATION RECOVERY (2007)
 DM0335
 DM0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (ERS)
 DM0335'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0420 ***********************************************************************
 EK0420  DESIGNATION -  E 66
 EK0420  PID         -  EK0420
 EK0420  STATE/COUNTY-  OK/PUSHMATAHA
 EK0420  COUNTRY     -  US
 EK0420  USGS QUAD   -  CLAYTON (2019)
 EK0420
 EK0420                         *CURRENT SURVEY CONTROL
 EK0420  ______________________________________________________________________
 EK0420* NAD 83(1986) POSITION- 34 36 30.     (N) 095 19 42.     (W)   SCALED
 EK0420* NAVD 88 ORTHO HEIGHT -   169.910 (meters)      557.45  (feet) ADJUSTED
 EK0420  ______________________________________________________________________
 EK0420  GEOID HEIGHT    -        -31.488 (meters)                     GEOID18
 EK0420  DYNAMIC HEIGHT  -        169.727 (meters)      556.85  (feet) COMP
 EK0420  MODELED GRAVITY -    979,558.2   (mgal)                       NAVD 88
 EK0420
 EK0420  VERT ORDER      -  SECOND    CLASS 0
 EK0420
 EK0420.The horizontal coordinates were scaled from a map and have
 EK0420.an estimated accuracy of +/- 6 seconds.
 EK0420
 EK0420.The orthometric height was determined by differential leveling and
 EK0420.adjusted by the NATIONAL GEODETIC SURVEY
 EK0420.in June 1991.
 EK0420
 EK0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0420.GEOID18 height accuracy estimate available here.
 EK0420
 EK0420.Click photographs - Photos may exist for this station.
 EK0420
 EK0420.The dynamic height is computed by dividing the NAVD 88
 EK0420.geopotential number by the normal gravity value computed on the
 EK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0420.degrees latitude (g = 980.6199 gals.).
 EK0420
 EK0420.The modeled gravity was interpolated from observed gravity values.
 EK0420
 EK0420;                    North         East    Units  Estimated Accuracy
 EK0420;SPC OK S     -   144,670.      845,000.      MT  (+/- 180 meters Scaled)
 EK0420
 EK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU865320(NAD 83)
 EK0420
 EK0420                          SUPERSEDED SURVEY CONTROL
 EK0420
 EK0420  NGVD 29 (??/??/92)  169.817  (m)          557.14   (f) ADJ UNCH    2 0
 EK0420
 EK0420.Superseded values are not recommended for survey control.
 EK0420
 EK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0420.See file dsdata.pdf to determine how the superseded data were derived.
 EK0420
 EK0420_MARKER: DB = BENCH MARK DISK
 EK0420_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0420_SP_SET: CULVERT HEADWALL
 EK0420_STAMPING: E 66 1934
 EK0420_MARK LOGO: CGS
 EK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0420+STABILITY: SURFACE MOTION
 EK0420
 EK0420  HISTORY     - Date     Condition        Report By
 EK0420  HISTORY     - 1934     MONUMENTED       CGS
 EK0420
 EK0420                          STATION DESCRIPTION
 EK0420
 EK0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0420'2 MI NE FROM CLAYTON.
 EK0420'2.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0420'FROM THE STATION AT CLAYTON, PUSHMATAHA COUNTY, ABOUT 30 POLES
 EK0420'SOUTHWEST OF MILEPOST 504, ABOUT 100 FEET NORTH OF THE TRACK,
 EK0420'ON A COUNTY ROAD, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 EK0420'SOUTHEAST CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED E 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0184 ***********************************************************************
 GG0184  DESIGNATION -  E 70
 GG0184  PID         -  GG0184
 GG0184  STATE/COUNTY-  OK/DELAWARE
 GG0184  COUNTRY     -  US
 GG0184  USGS QUAD   -  JAY (2018)
 GG0184
 GG0184                         *CURRENT SURVEY CONTROL
 GG0184  ______________________________________________________________________
 GG0184* NAD 83(1986) POSITION- 36 24 53.84   (N) 094 45 20.33   (W)   HD_HELD1
 GG0184* NAVD 88 ORTHO HEIGHT -   291.437 (meters)      956.16  (feet) ADJUSTED
 GG0184  ______________________________________________________________________
 GG0184  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 GG0184  DYNAMIC HEIGHT  -        291.185 (meters)      955.33  (feet) COMP
 GG0184  MODELED GRAVITY -    979,760.3   (mgal)                       NAVD 88
 GG0184
 GG0184  VERT ORDER      -  FIRST     CLASS II
 GG0184
 GG0184.The horizontal coordinates were determined by differentially corrected
 GG0184.hand held GPS observations or other comparable positioning techniques
 GG0184.and have an estimated accuracy of +/- 3 meters.
 GG0184
 GG0184.The orthometric height was determined by differential leveling and
 GG0184.adjusted by the NATIONAL GEODETIC SURVEY
 GG0184.in June 1991.
 GG0184
 GG0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0184.GEOID18 height accuracy estimate available here.
 GG0184
 GG0184.Click photographs - Photos may exist for this station.
 GG0184
 GG0184.The dynamic height is computed by dividing the NAVD 88
 GG0184.geopotential number by the normal gravity value computed on the
 GG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0184.degrees latitude (g = 980.6199 gals.).
 GG0184
 GG0184.The modeled gravity was interpolated from observed gravity values.
 GG0184
 GG0184;                    North         East    Units  Estimated Accuracy
 GG0184;SPC OK N     -   161,856.0     890,915.3     MT  (+/- 3 meters HH1 GPS) 
 GG0184
 GG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4259331406(NAD 83)
 GG0184
 GG0184                          SUPERSEDED SURVEY CONTROL
 GG0184
 GG0184  NGVD 29 (??/??/92)  291.302  (m)          955.71   (f) ADJ UNCH    1 2
 GG0184
 GG0184.Superseded values are not recommended for survey control.
 GG0184
 GG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0184.See file dsdata.pdf to determine how the superseded data were derived.
 GG0184
 GG0184_MARKER: DB = BENCH MARK DISK
 GG0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0184_STAMPING: E 70 1934
 GG0184_MARK LOGO: CGS
 GG0184_PROJECTION: FLUSH
 GG0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0184+STABILITY: SURFACE MOTION
 GG0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0184+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2022
 GG0184
 GG0184  HISTORY     - Date     Condition        Report By
 GG0184  HISTORY     - 1934     MONUMENTED       CGS
 GG0184  HISTORY     - 1960     GOOD             CGS
 GG0184  HISTORY     - 19910323 GOOD             USPSQD
 GG0184  HISTORY     - 19940401 GOOD             NGS
 GG0184  HISTORY     - 20221007 GOOD             OKDOT
 GG0184
 GG0184                          STATION DESCRIPTION
 GG0184
 GG0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0184'3 MI E FROM JAY.
 GG0184'THIS MARK RECOVERED ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 20
 GG0184'FROM ITS JUNCTION WITH U.S. HIGHWAY 59, ABOUT 200 FEET NORTH OF A
 GG0184'WHITE HOUSE, ABOUT 100 FEET SOUTHWEST OF THE TOP OF A CUT-BANK,
 GG0184'30 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ABANDONED HIGHWAY
 GG0184'AND 1 1/2 FEET SOUTHWEST OF A FENCE LINE.
 GG0184
 GG0184                          STATION RECOVERY (1991)
 GG0184
 GG0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0184'RECOVERED IN GOOD CONDITION.
 GG0184
 GG0184                          STATION RECOVERY (1994)
 GG0184
 GG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0184'0.9 KM (0.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 59 FROM THE
 GG0184'COURTHOUSE IN JAY, THENCE 3.6 KM (2.25 MI) EASTERLY ALONG STATE
 GG0184'HIGHWAY 20, 75.0 M (246.1 FT) NORTH OF THE WEST CORNER OF A HOUSE,
 GG0184'46.4 M (152.2 FT) SOUTHEAST OF A FENCE CORNER, 45.0 M (147.6 FT)
 GG0184'SOUTHWEST OF THE HIGHWAY CENTERLINE, 28.8 M (94.5 FT) NORTHWEST OF A
 GG0184'FENCE CORNER, 16.9 M (55.4 FT) SOUTHWEST OF A UTILITY POLE, 5.5 M
 GG0184'(18.0 FT) SOUTHWEST OF THE CENTER OF AN ABANDONED ROAD BED, 0.5 M
 GG0184'(1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW
 GG0184'THE LEVEL OF THE ROAD BED, AND THE MONUMENT IS FLUSH WITH THE GROUND
 GG0184'SURFACE.
 GG0184
 GG0184                          STATION RECOVERY (2022)
 GG0184
 GG0184'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GG0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0361 ***********************************************************************
 GL0361  DESIGNATION -  E 71
 GL0361  PID         -  GL0361
 GL0361  STATE/COUNTY-  OK/CIMARRON
 GL0361  COUNTRY     -  US
 GL0361  USGS QUAD   -  KENTON NE (2018)
 GL0361
 GL0361                         *CURRENT SURVEY CONTROL
 GL0361  ______________________________________________________________________
 GL0361* NAD 83(1986) POSITION- 36 53 55.     (N) 102 51 58.     (W)   SCALED
 GL0361* NAVD 88 ORTHO HEIGHT -  1318.496 (meters)     4325.77  (feet) ADJUSTED
 GL0361  ______________________________________________________________________
 GL0361  GEOID HEIGHT    -        -22.804 (meters)                     GEOID18
 GL0361  DYNAMIC HEIGHT  -       1317.036 (meters)     4320.98  (feet) COMP
 GL0361  MODELED GRAVITY -    979,478.3   (mgal)                       NAVD 88
 GL0361
 GL0361  VERT ORDER      -  SECOND    CLASS 0
 GL0361
 GL0361.The horizontal coordinates were scaled from a map and have
 GL0361.an estimated accuracy of +/- 6 seconds.
 GL0361
 GL0361.The orthometric height was determined by differential leveling and
 GL0361.adjusted by the NATIONAL GEODETIC SURVEY
 GL0361.in June 1991.
 GL0361
 GL0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0361.GEOID18 height accuracy estimate available here.
 GL0361
 GL0361.Click photographs - Photos may exist for this station.
 GL0361
 GL0361.The dynamic height is computed by dividing the NAVD 88
 GL0361.geopotential number by the normal gravity value computed on the
 GL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0361.degrees latitude (g = 980.6199 gals.).
 GL0361
 GL0361.The modeled gravity was interpolated from observed gravity values.
 GL0361
 GL0361;                    North         East    Units  Estimated Accuracy
 GL0361;SPC OK N     -   221,530.      166,460.      MT  (+/- 180 meters Scaled)
 GL0361
 GL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA901857(NAD 83)
 GL0361
 GL0361                          SUPERSEDED SURVEY CONTROL
 GL0361
 GL0361.No superseded survey control is available for this station.
 GL0361
 GL0361_MARKER: DB = BENCH MARK DISK
 GL0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0361_STAMPING: E 71 1935
 GL0361_MARK LOGO: CGS
 GL0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0361+STABILITY: SURFACE MOTION
 GL0361
 GL0361  HISTORY     - Date     Condition        Report By
 GL0361  HISTORY     - 1935     MONUMENTED       CGS
 GL0361  HISTORY     - 1939     GOOD             USGS
 GL0361
 GL0361                          STATION DESCRIPTION
 GL0361
 GL0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0361'5.5 MI E FROM KENTON.
 GL0361'5.5 MI. E. OF ALONG U.S. HWY. NO. 64 OPPOSITE A GATE ON THE N. SIDE OF
 GL0361'THE ROAD, 135 FT. S. OF THE CENTER LINE OF THE HWY., 31 FT. E. OF A
 GL0361'DRAINAGE DITCH.  IN APPROXIMATELY NE 1/4 SW 1/4 SECTION 17, T 5 N, R 2
 GL0361'E.
 GL0361
 GL0361                          STATION RECOVERY (1939)
 GL0361
 GL0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 GL0361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0279 ***********************************************************************
 GK0279  DESIGNATION -  E 72
 GK0279  PID         -  GK0279
 GK0279  STATE/COUNTY-  OK/TEXAS
 GK0279  COUNTRY     -  US
 GK0279  USGS QUAD   -  STRAIGHT SW (2018)
 GK0279
 GK0279                         *CURRENT SURVEY CONTROL
 GK0279  ______________________________________________________________________
 GK0279* NAD 83(1986) POSITION- 36 45 06.     (N) 101 29 47.     (W)   SCALED
 GK0279* NAVD 88 ORTHO HEIGHT -   924.916 (meters)     3034.50  (feet) ADJUSTED
 GK0279  ______________________________________________________________________
 GK0279  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 GK0279  DYNAMIC HEIGHT  -        923.966 (meters)     3031.38  (feet) COMP
 GK0279  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 GK0279
 GK0279  VERT ORDER      -  SECOND    CLASS 0
 GK0279
 GK0279.The horizontal coordinates were scaled from a map and have
 GK0279.an estimated accuracy of +/- 6 seconds.
 GK0279
 GK0279.The orthometric height was determined by differential leveling and
 GK0279.adjusted by the NATIONAL GEODETIC SURVEY
 GK0279.in June 1991.
 GK0279
 GK0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0279.GEOID18 height accuracy estimate available here.
 GK0279
 GK0279.Click photographs - Photos may exist for this station.
 GK0279
 GK0279.The dynamic height is computed by dividing the NAVD 88
 GK0279.geopotential number by the normal gravity value computed on the
 GK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0279.degrees latitude (g = 980.6199 gals.).
 GK0279
 GK0279.The modeled gravity was interpolated from observed gravity values.
 GK0279
 GK0279;                    North         East    Units  Estimated Accuracy
 GK0279;SPC OK N     -   199,980.      287,840.      MT  (+/- 180 meters Scaled)
 GK0279
 GK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF771702(NAD 83)
 GK0279
 GK0279                          SUPERSEDED SURVEY CONTROL
 GK0279
 GK0279  NGVD 29 (??/??/92)  924.486  (m)         3033.08   (f) ADJ UNCH    2 0
 GK0279
 GK0279.Superseded values are not recommended for survey control.
 GK0279
 GK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0279.See file dsdata.pdf to determine how the superseded data were derived.
 GK0279
 GK0279_MARKER: DB = BENCH MARK DISK
 GK0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0279_STAMPING: E 72 1935
 GK0279_MARK LOGO: CGS
 GK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0279+STABILITY: SURFACE MOTION
 GK0279
 GK0279  HISTORY     - Date     Condition        Report By
 GK0279  HISTORY     - 1935     MONUMENTED       CGS
 GK0279  HISTORY     - 1965     GOOD             USGS
 GK0279
 GK0279                          STATION DESCRIPTION
 GK0279
 GK0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0279'4.9 MI N FROM GUYMON.
 GK0279'GUYMON, ABOUT 5 MI. NORTH ALONG U.S. HWY 64 AND STATE HWY 3 FROM THE
 GK0279'TEXAS COUNTY COURTHOUSE, 0.3 MI. NW AROUND CURVE FROM JCT OF U.S. HWY
 GK0279'64, STATE HWY 3 AND STATE HWY 136.  50 FT. SW OF S HWY AND 20 FT. S.
 GK0279'OF A GATE IN A FENCE LINE AND ON THE SW SIDE OF THE HWY.  A STD. USC
 GK0279'AND GS TABLET STAMPED E 72 1935 AND SET IN THE TOP OF A CONC. POST.
 GK0279'NOTE-- MARKED WITH A WITNESS SIGN.
 GK0279
 GK0279                          STATION RECOVERY (1965)
 GK0279
 GK0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0015 ***********************************************************************
 GL0015  DESIGNATION -  E 73
 GL0015  PID         -  GL0015
 GL0015  STATE/COUNTY-  OK/CIMARRON
 GL0015  COUNTRY     -  US
 GL0015  USGS QUAD   -  KEYES WEST (2018)
 GL0015
 GL0015                         *CURRENT SURVEY CONTROL
 GL0015  ______________________________________________________________________
 GL0015* NAD 83(1986) POSITION- 36 45 44.48   (N) 102 20 15.34   (W)   HD_HELD1
 GL0015* NAVD 88 ORTHO HEIGHT -  1220.781 (meters)     4005.18  (feet) ADJUSTED
 GL0015  ______________________________________________________________________
 GL0015  GEOID HEIGHT    -        -24.125 (meters)                     GEOID18
 GL0015  DYNAMIC HEIGHT  -       1219.463 (meters)     4000.85  (feet) COMP
 GL0015  MODELED GRAVITY -    979,509.7   (mgal)                       NAVD 88
 GL0015
 GL0015  VERT ORDER      -  SECOND    CLASS 0
 GL0015
 GL0015.The horizontal coordinates were determined by differentially corrected
 GL0015.hand held GPS observations or other comparable positioning techniques
 GL0015.and have an estimated accuracy of +/- 3 meters.
 GL0015
 GL0015.The orthometric height was determined by differential leveling and
 GL0015.adjusted by the NATIONAL GEODETIC SURVEY
 GL0015.in June 1991.
 GL0015
 GL0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0015.GEOID18 height accuracy estimate available here.
 GL0015
 GL0015.Click photographs - Photos may exist for this station.
 GL0015
 GL0015.The dynamic height is computed by dividing the NAVD 88
 GL0015.geopotential number by the normal gravity value computed on the
 GL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0015.degrees latitude (g = 980.6199 gals.).
 GL0015
 GL0015.The modeled gravity was interpolated from observed gravity values.
 GL0015
 GL0015;                    North         East    Units  Estimated Accuracy
 GL0015;SPC OK N     -   204,195.0     212,834.4     MT  (+/- 3 meters HH1 GPS) 
 GL0015
 GL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA3765071816(NAD 83)
 GL0015
 GL0015                          SUPERSEDED SURVEY CONTROL
 GL0015
 GL0015.No superseded survey control is available for this station.
 GL0015
 GL0015_MARKER: DB = BENCH MARK DISK
 GL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0015_STAMPING: E 73 1935
 GL0015_MARK LOGO: CGS
 GL0015_PROJECTION: RECESSED 12 CENTIMETERS
 GL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0015+STABILITY: SURFACE MOTION
 GL0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0015+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 GL0015
 GL0015  HISTORY     - Date     Condition        Report By
 GL0015  HISTORY     - 1935     MONUMENTED       CGS
 GL0015  HISTORY     - 1939     GOOD             USGS
 GL0015  HISTORY     - 20190807 GOOD             OKDOT
 GL0015
 GL0015                          STATION DESCRIPTION
 GL0015
 GL0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0015'12.0 MI E FROM BOISE CITY.
 GL0015'12.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 40 FT. E. OF
 GL0015'THE CENTER LINE OF THE CROSS ROAD, 50 FT. S. OF THE CENTER LINE OF THE
 GL0015'HWY., 10 FT. E. OF A FENCE CORNER, AND 2 FT. E. OF A TELEPHONE POLE,
 GL0015'NEAR THE NORTHWEST CORNER OF SECTION 5, T 3 N, R 9 E.
 GL0015
 GL0015                          STATION RECOVERY (1939)
 GL0015
 GL0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 GL0015'RECOVERED IN GOOD CONDITION.
 GL0015
 GL0015                          STATION RECOVERY (2019)
 GL0015
 GL0015'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0720 ***********************************************************************
 GK0720  DESIGNATION -  E 74
 GK0720  PID         -  GK0720
 GK0720  STATE/COUNTY-  OK/TEXAS
 GK0720  COUNTRY     -  US
 GK0720  USGS QUAD   -  TEXHOMA NW (2018)
 GK0720
 GK0720                         *CURRENT SURVEY CONTROL
 GK0720  ______________________________________________________________________
 GK0720* NAD 83(1986) POSITION- 36 44 51.     (N) 101 53 18.     (W)   SCALED
 GK0720* NAVD 88 ORTHO HEIGHT -  1079.355 (meters)     3541.18  (feet) ADJUSTED
 GK0720  ______________________________________________________________________
 GK0720  GEOID HEIGHT    -        -25.326 (meters)                     GEOID18
 GK0720  DYNAMIC HEIGHT  -       1078.220 (meters)     3537.46  (feet) COMP
 GK0720  MODELED GRAVITY -    979,542.9   (mgal)                       NAVD 88
 GK0720
 GK0720  VERT ORDER      -  SECOND    CLASS 0
 GK0720
 GK0720.The horizontal coordinates were scaled from a map and have
 GK0720.an estimated accuracy of +/- 6 seconds.
 GK0720
 GK0720.The orthometric height was determined by differential leveling and
 GK0720.adjusted by the NATIONAL GEODETIC SURVEY
 GK0720.in June 1991.
 GK0720
 GK0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0720.GEOID18 height accuracy estimate available here.
 GK0720
 GK0720.Click photographs - Photos may exist for this station.
 GK0720
 GK0720.The dynamic height is computed by dividing the NAVD 88
 GK0720.geopotential number by the normal gravity value computed on the
 GK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0720.degrees latitude (g = 980.6199 gals.).
 GK0720
 GK0720.The modeled gravity was interpolated from observed gravity values.
 GK0720
 GK0720;                    North         East    Units  Estimated Accuracy
 GK0720;SPC OK N     -   200,850.      252,850.      MT  (+/- 180 meters Scaled)
 GK0720
 GK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF421707(NAD 83)
 GK0720
 GK0720                          SUPERSEDED SURVEY CONTROL
 GK0720
 GK0720  NGVD 29 (??/??/92) 1078.874  (m)         3539.61   (f) ADJ UNCH    2 0
 GK0720
 GK0720.Superseded values are not recommended for survey control.
 GK0720
 GK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0720.See file dsdata.pdf to determine how the superseded data were derived.
 GK0720
 GK0720_MARKER: DB = BENCH MARK DISK
 GK0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0720_STAMPING: E 74 1935
 GK0720_MARK LOGO: CGS
 GK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0720+STABILITY: SURFACE MOTION
 GK0720
 GK0720  HISTORY     - Date     Condition        Report By
 GK0720  HISTORY     - 1935     MONUMENTED       CGS
 GK0720
 GK0720                          STATION DESCRIPTION
 GK0720
 GK0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0720'4.5 MI S FROM EVA.
 GK0720'4.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT THE
 GK0720'SOUTHEAST CORNER OF A ROAD CROSSING, ABOUT 50 FEET EAST OF THE CENTER
 GK0720'LINE OF THE ROAD, AND 36 FEET SOUTH OF A CURVE. A STANDARD DISK,
 GK0720'STAMPED E 74 1935 AND SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0725 ***********************************************************************
 GK0725  DESIGNATION -  E 75
 GK0725  PID         -  GK0725
 GK0725  STATE/COUNTY-  OK/TEXAS
 GK0725  COUNTRY     -  US
 GK0725  USGS QUAD   -  EVA (2018)
 GK0725
 GK0725                         *CURRENT SURVEY CONTROL
 GK0725  ______________________________________________________________________
 GK0725* NAD 83(1986) POSITION- 36 50 06.     (N) 101 54 12.     (W)   SCALED
 GK0725* NAVD 88 ORTHO HEIGHT -  1094.230 (meters)     3589.99  (feet) ADJUSTED
 GK0725  ______________________________________________________________________
 GK0725  GEOID HEIGHT    -        -25.192 (meters)                     GEOID18
 GK0725  DYNAMIC HEIGHT  -       1093.084 (meters)     3586.23  (feet) COMP
 GK0725  MODELED GRAVITY -    979,546.2   (mgal)                       NAVD 88
 GK0725
 GK0725  VERT ORDER      -  SECOND    CLASS 0
 GK0725
 GK0725.The horizontal coordinates were scaled from a map and have
 GK0725.an estimated accuracy of +/- 6 seconds.
 GK0725
 GK0725.The orthometric height was determined by differential leveling and
 GK0725.adjusted by the NATIONAL GEODETIC SURVEY
 GK0725.in June 1991.
 GK0725
 GK0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0725.GEOID18 height accuracy estimate available here.
 GK0725
 GK0725.Click photographs - Photos may exist for this station.
 GK0725
 GK0725.The dynamic height is computed by dividing the NAVD 88
 GK0725.geopotential number by the normal gravity value computed on the
 GK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0725.degrees latitude (g = 980.6199 gals.).
 GK0725
 GK0725.The modeled gravity was interpolated from observed gravity values.
 GK0725
 GK0725;                    North         East    Units  Estimated Accuracy
 GK0725;SPC OK N     -   210,610.      251,900.      MT  (+/- 180 meters Scaled)
 GK0725
 GK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF410805(NAD 83)
 GK0725
 GK0725                          SUPERSEDED SURVEY CONTROL
 GK0725
 GK0725  NGVD 29 (??/??/92) 1093.747  (m)         3588.40   (f) ADJ UNCH    2 0
 GK0725
 GK0725.Superseded values are not recommended for survey control.
 GK0725
 GK0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0725.See file dsdata.pdf to determine how the superseded data were derived.
 GK0725
 GK0725_MARKER: DB = BENCH MARK DISK
 GK0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0725_STAMPING: E 75 1935
 GK0725_MARK LOGO: CGS
 GK0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0725+STABILITY: SURFACE MOTION
 GK0725
 GK0725  HISTORY     - Date     Condition        Report By
 GK0725  HISTORY     - 1935     MONUMENTED       CGS
 GK0725
 GK0725                          STATION DESCRIPTION
 GK0725
 GK0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0725'2.7 MI N FROM EVA.
 GK0725'2.7 MILES NORTH ALONG THE ELKHART ROAD FROM EVA, TEXAS COUNTY, AT THE
 GK0725'WEST END OF THE JUNCTION OF A SECTIONLINE ROAD, ABOUT 125 FEET EAST OF
 GK0725'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 33 FEET NORTH OF THE
 GK0725'CENTER LINE OF THE SECTIONLINE ROAD, AND 3 FEET NORTH OF THE FENCE. A
 GK0725'STANDARD DISK, STAMPED E 75 1935 AND SET IN THE TOP OF A CONCRETE
 GK0725'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0773 ***********************************************************************
 GK0773  DESIGNATION -  E 76
 GK0773  PID         -  GK0773
 GK0773  STATE/COUNTY-  OK/TEXAS
 GK0773  COUNTRY     -  US
 GK0773  USGS QUAD   -  HOUGH NW (2018)
 GK0773
 GK0773                         *CURRENT SURVEY CONTROL
 GK0773  ______________________________________________________________________
 GK0773* NAD 83(1986) POSITION- 36 59 40.     (N) 101 37 53.     (W)   SCALED
 GK0773* NAVD 88 ORTHO HEIGHT -  1023.547 (meters)     3358.09  (feet) ADJUSTED
 GK0773  ______________________________________________________________________
 GK0773  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 GK0773  DYNAMIC HEIGHT  -       1022.503 (meters)     3354.66  (feet) COMP
 GK0773  MODELED GRAVITY -    979,576.5   (mgal)                       NAVD 88
 GK0773
 GK0773  VERT ORDER      -  SECOND    CLASS 0
 GK0773
 GK0773.The horizontal coordinates were scaled from a map and have
 GK0773.an estimated accuracy of +/- 6 seconds.
 GK0773
 GK0773.The orthometric height was determined by differential leveling and
 GK0773.adjusted by the NATIONAL GEODETIC SURVEY
 GK0773.in June 1991.
 GK0773
 GK0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0773.GEOID18 height accuracy estimate available here.
 GK0773
 GK0773.Click photographs - Photos may exist for this station.
 GK0773
 GK0773.The dynamic height is computed by dividing the NAVD 88
 GK0773.geopotential number by the normal gravity value computed on the
 GK0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0773.degrees latitude (g = 980.6199 gals.).
 GK0773
 GK0773.The modeled gravity was interpolated from observed gravity values.
 GK0773
 GK0773;                    North         East    Units  Estimated Accuracy
 GK0773;SPC OK N     -   227,350.      276,800.      MT  (+/- 180 meters Scaled)
 GK0773
 GK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF658974(NAD 83)
 GK0773
 GK0773                          SUPERSEDED SURVEY CONTROL
 GK0773
 GK0773  NGVD 29 (??/??/92) 1023.098  (m)         3356.61   (f) ADJ UNCH    2 0
 GK0773
 GK0773.Superseded values are not recommended for survey control.
 GK0773
 GK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0773.See file dsdata.pdf to determine how the superseded data were derived.
 GK0773
 GK0773_MARKER: DB = BENCH MARK DISK
 GK0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0773_STAMPING: E 76 1935
 GK0773_MARK LOGO: CGS
 GK0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0773+STABILITY: SURFACE MOTION
 GK0773
 GK0773  HISTORY     - Date     Condition        Report By
 GK0773  HISTORY     - 1935     MONUMENTED       CGS
 GK0773
 GK0773                          STATION DESCRIPTION
 GK0773
 GK0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0773'11.8 MI NW FROM HOUGH.
 GK0773'11.8 MI. NW. ALONG ROAD TO ROLLA, KANS. ( 8.9 MI. S. OF ROLLA, KANS.)
 GK0773'AT THE KANSAS-OKLAHOMA STATE LINE, AT A TRIANGULAR INTERSECTION, ABOUT
 GK0773'60 FT. S. OF THE CENTER LINE OF THE HIGHWAY ALONG THE STATE LINE AND
 GK0773'ABOUT 10 FT. W. OF THE CENTER LINE OF THE HIGHWAY TO HOUGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0225 ***********************************************************************
 FH0225  DESIGNATION -  E 77
 FH0225  PID         -  FH0225
 FH0225  STATE/COUNTY-  OK/SEQUOYAH
 FH0225  COUNTRY     -  US
 FH0225  USGS QUAD   -  FORT COFFEE (2018)
 FH0225
 FH0225                         *CURRENT SURVEY CONTROL
 FH0225  ______________________________________________________________________
 FH0225* NAD 83(1986) POSITION- 35 21 20.     (N) 094 30 15.     (W)   SCALED
 FH0225* NAVD 88 ORTHO HEIGHT -   125.592 (meters)      412.05  (feet) ADJUSTED
 FH0225  ______________________________________________________________________
 FH0225  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 FH0225  DYNAMIC HEIGHT  -        125.473 (meters)      411.66  (feet) COMP
 FH0225  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 FH0225
 FH0225  VERT ORDER      -  SECOND    CLASS 0
 FH0225
 FH0225.The horizontal coordinates were scaled from a map and have
 FH0225.an estimated accuracy of +/- 6 seconds.
 FH0225
 FH0225.The orthometric height was determined by differential leveling and
 FH0225.adjusted by the NATIONAL GEODETIC SURVEY
 FH0225.in June 1991.
 FH0225
 FH0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0225.GEOID18 height accuracy estimate available here.
 FH0225
 FH0225.Click photographs - Photos may exist for this station.
 FH0225
 FH0225.The dynamic height is computed by dividing the NAVD 88
 FH0225.geopotential number by the normal gravity value computed on the
 FH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0225.degrees latitude (g = 980.6199 gals.).
 FH0225
 FH0225.The modeled gravity was interpolated from observed gravity values.
 FH0225
 FH0225;                    North         East    Units  Estimated Accuracy
 FH0225;SPC OK N     -    45,170.      917,690.      MT  (+/- 180 meters Scaled)
 FH0225
 FH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV633135(NAD 83)
 FH0225
 FH0225                          SUPERSEDED SURVEY CONTROL
 FH0225
 FH0225  NGVD 29 (??/??/92)  125.504  (m)          411.76   (f) ADJ UNCH    2 0
 FH0225
 FH0225.Superseded values are not recommended for survey control.
 FH0225
 FH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0225.See file dsdata.pdf to determine how the superseded data were derived.
 FH0225
 FH0225_MARKER: DB = BENCH MARK DISK
 FH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0225_STAMPING: E 77 1940
 FH0225_MARK LOGO: CGS
 FH0225_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0225+STABILITY: SURFACE MOTION
 FH0225
 FH0225  HISTORY     - Date     Condition        Report By
 FH0225  HISTORY     - 1940     MONUMENTED       CGS
 FH0225  HISTORY     - 1964     MARK NOT FOUND   USGS
 FH0225
 FH0225                          STATION DESCRIPTION
 FH0225
 FH0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0225'5.6 MI SW FROM MOFFETT.
 FH0225'TO REACH FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON
 FH0225'U.S. HIGHWAY NO. 64, GO 1.5 MILES, TURN LEFT (SOUTH) ONTO GRAVELED
 FH0225'ROAD, GO 1.0 MILE, TURN RIGHT (WEST) AT ROAD INTERSECTION AND
 FH0225'SECTION LINE, GO 1.0 MILE, TURN LEFT (SOUTH) AT T-INTERSECTION,
 FH0225'GO 1.0 MILE, TURN RIGHT (WEST) WITH ROAD, GO 0.5 MILE, TURN
 FH0225'LEFT (SOUTH) WITH ROAD, GO 0.5 MILE.  BENCH MARK IS NEAR RIVER
 FH0225'BANK AND RIGHT TURN IN ROAD, 44 FEET NORTH OF RIVER BANK, 11 FEET
 FH0225'EAST OF CENTER LINE OF ROAD, IN FENCE LINE, 3.0 FEET SOUTH OF
 FH0225'4 X 4 INCH WOOD POST PAINTED WHITE PROJECTING 18 INCHES.
 FH0225'MONUMENT PROJECTS 0.6 FOOT.
 FH0225
 FH0225                          STATION RECOVERY (1964)
 FH0225
 FH0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FH0225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0736 ***********************************************************************
 FH0736  DESIGNATION -  E 79
 FH0736  PID         -  FH0736
 FH0736  STATE/COUNTY-  OK/WAGONER
 FH0736  COUNTRY     -  US
 FH0736  USGS QUAD   -  RED BIRD (2018)
 FH0736
 FH0736                         *CURRENT SURVEY CONTROL
 FH0736  ______________________________________________________________________
 FH0736* NAD 83(1986) POSITION- 35 56 28.     (N) 095 30 52.     (W)   SCALED
 FH0736* NAVD 88 ORTHO HEIGHT -   161.852 (meters)      531.01  (feet) ADJUSTED
 FH0736  ______________________________________________________________________
 FH0736  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 FH0736  DYNAMIC HEIGHT  -        161.709 (meters)      530.54  (feet) COMP
 FH0736  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 FH0736
 FH0736  VERT ORDER      -  SECOND    CLASS 0
 FH0736
 FH0736.The horizontal coordinates were scaled from a map and have
 FH0736.an estimated accuracy of +/- 6 seconds.
 FH0736
 FH0736.The orthometric height was determined by differential leveling and
 FH0736.adjusted by the NATIONAL GEODETIC SURVEY
 FH0736.in June 1991.
 FH0736
 FH0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0736.GEOID18 height accuracy estimate available here.
 FH0736
 FH0736.Click photographs - Photos may exist for this station.
 FH0736
 FH0736.The dynamic height is computed by dividing the NAVD 88
 FH0736.geopotential number by the normal gravity value computed on the
 FH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0736.degrees latitude (g = 980.6199 gals.).
 FH0736
 FH0736.The modeled gravity was interpolated from observed gravity values.
 FH0736
 FH0736;                    North         East    Units  Estimated Accuracy
 FH0736;SPC OK N     -   107,290.      824,240.      MT  (+/- 180 meters Scaled)
 FH0736
 FH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV731803(NAD 83)
 FH0736
 FH0736                          SUPERSEDED SURVEY CONTROL
 FH0736
 FH0736  NGVD 29 (??/??/92)  161.740  (m)          530.64   (f) ADJ UNCH    2 0
 FH0736
 FH0736.Superseded values are not recommended for survey control.
 FH0736
 FH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0736.See file dsdata.pdf to determine how the superseded data were derived.
 FH0736
 FH0736_MARKER: DB = BENCH MARK DISK
 FH0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0736_STAMPING: E 79 1940
 FH0736_MARK LOGO: CGS
 FH0736_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0736+STABILITY: SURFACE MOTION
 FH0736
 FH0736  HISTORY     - Date     Condition        Report By
 FH0736  HISTORY     - 1940     MONUMENTED       CGS
 FH0736  HISTORY     - 1962     MARK NOT FOUND   CGS
 FH0736
 FH0736                          STATION DESCRIPTION
 FH0736
 FH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0736'8.3 MI E FROM COWETA.
 FH0736'TO REACH FROM THE COWETA CITY WATER TANK, PROCEED EASTERLY
 FH0736'ON STATE HIGHWAY NO. 51, GO 8.3 MILES.  BENCH MARK IS 400 FEET
 FH0736'WEST OF WEST END OF A 250 FOOT WOODEN BRIDGE, 39 FEET NORTH OF
 FH0736'CENTER LINE OF HIGHWAY, 2.6 FEET WEST OF A 4 X 4 INCH WOODEN
 FH0736'POST PAINTED WHITE PROJECTING 2.4 FEET.  MONUMENT PROJECTS
 FH0736'ABOUT 0.5 FOOT.
 FH0736
 FH0736                          STATION RECOVERY (1962)
 FH0736
 FH0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FH0736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0191 ***********************************************************************
 FJ0191  DESIGNATION -  E 8
 FJ0191  PID         -  FJ0191
 FJ0191  STATE/COUNTY-  OK/LINCOLN
 FJ0191  COUNTRY     -  US
 FJ0191  USGS QUAD   -  SPARKS (2018)
 FJ0191
 FJ0191                         *CURRENT SURVEY CONTROL
 FJ0191  ______________________________________________________________________
 FJ0191* NAD 83(1986) POSITION- 35 37 04.     (N) 096 48 12.     (W)   SCALED
 FJ0191* NAVD 88 ORTHO HEIGHT -   244.071 (meters)      800.76  (feet) ADJUSTED
 FJ0191  ______________________________________________________________________
 FJ0191  GEOID HEIGHT    -        -27.902 (meters)                     GEOID18
 FJ0191  DYNAMIC HEIGHT  -        243.842 (meters)      800.01  (feet) COMP
 FJ0191  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 FJ0191
 FJ0191  VERT ORDER      -  FIRST     CLASS II
 FJ0191
 FJ0191.The horizontal coordinates were scaled from a map and have
 FJ0191.an estimated accuracy of +/- 6 seconds.
 FJ0191
 FJ0191.The orthometric height was determined by differential leveling and
 FJ0191.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0191.in June 1991.
 FJ0191
 FJ0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0191.GEOID18 height accuracy estimate available here.
 FJ0191
 FJ0191.Click photographs - Photos may exist for this station.
 FJ0191
 FJ0191.The dynamic height is computed by dividing the NAVD 88
 FJ0191.geopotential number by the normal gravity value computed on the
 FJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0191.degrees latitude (g = 980.6199 gals.).
 FJ0191
 FJ0191.The modeled gravity was interpolated from observed gravity values.
 FJ0191
 FJ0191;                    North         East    Units  Estimated Accuracy
 FJ0191;SPC OK N     -    69,210.      708,410.      MT  (+/- 180 meters Scaled)
 FJ0191
 FJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE989437(NAD 83)
 FJ0191
 FJ0191                          SUPERSEDED SURVEY CONTROL
 FJ0191
 FJ0191  NGVD 29 (??/??/92)  243.980  (m)          800.46   (f) ADJ UNCH    1 2
 FJ0191
 FJ0191.Superseded values are not recommended for survey control.
 FJ0191
 FJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0191.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0191
 FJ0191_MARKER: DB = BENCH MARK DISK
 FJ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0191_STAMPING: E 8 1933
 FJ0191_MARK LOGO: CGS
 FJ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0191+STABILITY: SURFACE MOTION
 FJ0191
 FJ0191  HISTORY     - Date     Condition        Report By
 FJ0191  HISTORY     - 1933     MONUMENTED       CGS
 FJ0191  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0191
 FJ0191                          STATION DESCRIPTION
 FJ0191
 FJ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0191'0.8 MI E FROM SPARKS.
 FJ0191'0.75 MILE E OF SPARKS ON FT. S. AND W. R.R. AT MP 171/11.  0.75
 FJ0191'MILE E. OF SPARKS STATION AND A.T. AND S.F. R.R. CROSSING.  20
 FJ0191'FEET S. OF TRACK AND 40 FEET E. OF ROAD CROSSING.  2 1/2 FEET
 FJ0191'W. FROM FENCE CORNER.  MARK IS STAMPED E 8 1933.
 FJ0191
 FJ0191                          STATION RECOVERY (1973)
 FJ0191
 FJ0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0334 ***********************************************************************
 GL0334  DESIGNATION -  E 80
 GL0334  PID         -  GL0334
 GL0334  STATE/COUNTY-  OK/CIMARRON
 GL0334  COUNTRY     -  US
 GL0334  USGS QUAD   -  BOISE CITY NW (2018)
 GL0334
 GL0334                         *CURRENT SURVEY CONTROL
 GL0334  ______________________________________________________________________
 GL0334* NAD 83(2011) POSITION- 36 44 02.45824(N) 102 42 58.33013(W)   ADJUSTED
 GL0334* NAD 83(2011) ELLIP HT-  1320.116 (meters)        (06/27/12)   ADJUSTED
 GL0334* NAD 83(2011) EPOCH   -  2010.00
 GL0334* NAVD 88 ORTHO HEIGHT -  1343.423 (meters)     4407.55  (feet) ADJUSTED
 GL0334  ______________________________________________________________________
 GL0334  GEOID HEIGHT    -        -23.262 (meters)                     GEOID18
 GL0334  NAD 83(2011) X  - -1,126,752.140 (meters)                     COMP
 GL0334  NAD 83(2011) Y  - -4,993,209.191 (meters)                     COMP
 GL0334  NAD 83(2011) Z  -  3,794,567.775 (meters)                     COMP
 GL0334  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC18
 GL0334  DYNAMIC HEIGHT  -       1341.923 (meters)     4402.63  (feet) COMP
 GL0334  MODELED GRAVITY -    979,468.0   (mgal)                       NAVD 88
 GL0334
 GL0334  VERT ORDER      -  SECOND    CLASS 0
 GL0334
 GL0334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GL0334  Standards:
 GL0334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GL0334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GL0334  -------------------------------------------------------------------
 GL0334  NETWORK    2.17   5.29           1.00   0.73   2.70     -0.03703862
 GL0334  -------------------------------------------------------------------
 GL0334  Click here for local accuracies and other accuracy information.
 GL0334
 GL0334.The horizontal coordinates were established by GPS observations
 GL0334.and adjusted by the National Geodetic Survey in June 2012.
 GL0334
 GL0334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GL0334.been affixed to the stable North American tectonic plate. See 
 GL0334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GL0334
 GL0334.The horizontal coordinates are valid at the epoch date displayed above
 GL0334.which is a decimal equivalence of Year/Month/Day.
 GL0334
 GL0334.The orthometric height was determined by differential leveling and
 GL0334.adjusted by the NATIONAL GEODETIC SURVEY
 GL0334.in June 1991.
 GL0334
 GL0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0334.GEOID18 height accuracy estimate available here.
 GL0334
 GL0334.Click photographs - Photos may exist for this station.
 GL0334
 GL0334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL0334
 GL0334.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL0334
 GL0334.The ellipsoidal height was determined by GPS observations
 GL0334.and is referenced to NAD 83.
 GL0334
 GL0334.The dynamic height is computed by dividing the NAVD 88
 GL0334.geopotential number by the normal gravity value computed on the
 GL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0334.degrees latitude (g = 980.6199 gals.).
 GL0334
 GL0334.The modeled gravity was interpolated from observed gravity values.
 GL0334
 GL0334. The following values were computed from the NAD 83(2011) position.
 GL0334
 GL0334;                    North         East     Units Scale Factor Converg.
 GL0334;SPC OK N     -   202,629.449   178,913.283   MT  0.99999421   -2 46 59.7
 GL0334;SPC OK N     -   664,793.45    586,984.66   sFT  0.99999421   -2 46 59.7
 GL0334;UTM  13      - 4,067,798.121   703,924.406   MT  1.00011235   +1 21 59.1
 GL0334
 GL0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0334!SPC OK N     -   0.99979287  x   0.99999421  =   0.99978708
 GL0334!UTM  13      -   0.99979287  x   1.00011235  =   0.99990520
 GL0334
 GL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0392467798(NAD 83)
 GL0334
 GL0334                          SUPERSEDED SURVEY CONTROL
 GL0334
 GL0334  NAD 83(2007)-  36 44 02.45815(N)    102 42 58.33089(W) AD(2002.00) 0
 GL0334  ELLIP H (02/10/07) 1320.129  (m)                       GP(2002.00)    
 GL0334  ELLIP H (04/16/01) 1320.135  (m)                       GP(       ) 4 2
 GL0334  NAD 83(1992)-  36 44 02.45791(N)    102 42 58.33052(W) AD(       ) B
 GL0334  ELLIP H (05/09/94) 1320.133  (m)                       GP(       ) 4 2
 GL0334  NAVD 88            1343.42   (m)         4407.5    (f) LEVELING    3  
 GL0334
 GL0334.Superseded values are not recommended for survey control.
 GL0334
 GL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0334.See file dsdata.pdf to determine how the superseded data were derived.
 GL0334
 GL0334_MARKER: DB = BENCH MARK DISK
 GL0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0334_STAMPING: E 80 1941
 GL0334_MARK LOGO: CGS
 GL0334_PROJECTION: PROJECTING 10 CENTIMETERS
 GL0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0334+STABILITY: SURFACE MOTION
 GL0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0334+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2019
 GL0334
 GL0334  HISTORY     - Date     Condition        Report By
 GL0334  HISTORY     - 1941     MONUMENTED       CGS
 GL0334  HISTORY     - 19930517 GOOD             NGS
 GL0334  HISTORY     - 20000305 GOOD             TXDOT
 GL0334  HISTORY     - 20030522 GOOD             OKDOT
 GL0334  HISTORY     - 20051008 GOOD             INDIV
 GL0334  HISTORY     - 20080826 GOOD             GEOCAC
 GL0334  HISTORY     - 20191008 GOOD             OKDOT
 GL0334
 GL0334                          STATION DESCRIPTION
 GL0334
 GL0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0334'11.3 MI W FROM BOISE CITY.
 GL0334'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0334'ON U.S. HIGHWAY NO. 64, GO 11.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0334'MARK IS ABOUT 108.0 FEET WEST OF A SECTION CORNER.  75.0 FEET NORTH OF
 GL0334'AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.  3.0 FEET WEST
 GL0334'OF A 4 X 4 INCH WOODEN MARKER POST, 1.0 FOOT SOUTH OF THE RIGHT OF WAY
 GL0334'FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 GL0334
 GL0334                          STATION RECOVERY (1993)
 GL0334
 GL0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GL0334'STATION IS LOCATED IN THE EXTREME WEST SECTION OF THE PANHANDLE, 27 KM
 GL0334'(16.75 MI) EAST OF THE OKLAHOMA-NEW MEXICO STATE LINE, 18 KM
 GL0334'(11.20 MI) WEST OF BOISE CITY, ALONG STATE HIGHWAY 325, ON THE
 GL0334'RIGHT-OF-WAY, ADJACENT TO FENCED RANGE, IN THE SOUTHEAST 1/4 OF
 GL0334'SECTION 10, T 3 N, R 3 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GL0334'TRANSPORTATION.
 GL0334'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN BOISE CITY, GO WEST
 GL0334'ON STATE HIGHWAY 325 FOR 17.87 KM (11.10 MI) TO A PRIVATE GRADED ROAD
 GL0334'RIGHT.  CONTINUE AHEAD FOR 0.47 KM (0.30 MI) TO THE STATION ON THE
 GL0334'RIGHT.
 GL0334'STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING
 GL0334'10 CM ABOVE GROUND.  IT IS 22.8 M (74.8 FT) NORTH OF, AND 1 M
 GL0334'(3.3 FT) LOWER THAN THE HIGHWAY CENTER, 0.3 M (1.0 FT) SOUTH OF A
 GL0334'RANGE FENCE, 34.0 M (111.5 FT) WEST OF A PIPE T-FENCE CORNER/EAST
 GL0334'GATEPOST TO A RANGE ENTRANCE, 0.4 M (1.3 FT) EAST OF A SHORT METAL
 GL0334'WITNESS POST, 1.0 M (3.3 FT) NORTH OF A METAL WITNESS POST, 0.8 M
 GL0334'(2.6 FT) WEST OF A METAL WITNESS POST, AND 1.0 M (3.3 FT) EAST OF A
 GL0334'METAL WITNESS POST.
 GL0334
 GL0334                          STATION RECOVERY (2000)
 GL0334
 GL0334'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 GL0334'GOOD CONDITION.
 GL0334
 GL0334                          STATION RECOVERY (2003)
 GL0334
 GL0334'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (DKW)
 GL0334'RECOVERED AS DESCRIBED
 GL0334
 GL0334                          STATION RECOVERY (2005)
 GL0334
 GL0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0334'CONCRETE POST IS PAINTED RED.
 GL0334
 GL0334                          STATION RECOVERY (2008)
 GL0334
 GL0334'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 GL0334'RECOVERED IN GOOD CONDITION.
 GL0334
 GL0334                          STATION RECOVERY (2019)
 GL0334
 GL0334'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (LG)
 GL0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0437 ***********************************************************************
 EL0437  DESIGNATION -  E 81
 EL0437  PID         -  EL0437
 EL0437  STATE/COUNTY-  OK/CARTER
 EL0437  COUNTRY     -  US
 EL0437  USGS QUAD   -  GENE AUTRY (2018)
 EL0437
 EL0437                         *CURRENT SURVEY CONTROL
 EL0437  ______________________________________________________________________
 EL0437* NAD 83(2011) POSITION- 34 18 00.51676(N) 097 03 23.79554(W)   NO CHECK
 EL0437* NAD 83(2011) ELLIP HT-   224.837 (meters)        (01/04/13)   NO CHECK
 EL0437* NAD 83(2011) EPOCH   -  2010.00
 EL0437* NAVD 88 ORTHO HEIGHT -   250.554 (meters)      822.03  (feet) ADJUSTED
 EL0437  ______________________________________________________________________
 EL0437  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 EL0437  NAD 83(2011) X  -   -648,003.303 (meters)                     COMP
 EL0437  NAD 83(2011) Y  - -5,234,799.489 (meters)                     COMP
 EL0437  NAD 83(2011) Z  -  3,574,125.899 (meters)                     COMP
 EL0437  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 EL0437  DYNAMIC HEIGHT  -        250.300 (meters)      821.19  (feet) COMP
 EL0437  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 EL0437
 EL0437  VERT ORDER      -  SECOND    CLASS 0
 EL0437
 EL0437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0437  Standards:
 EL0437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0437  -------------------------------------------------------------------
 EL0437  NETWORK    2.02   5.12           0.89   0.75   2.61     -0.00206849
 EL0437  -------------------------------------------------------------------
 EL0437  Click here for local accuracies and other accuracy information.
 EL0437
 EL0437.The horizontal coordinates were established by GPS observations
 EL0437.and adjusted by the National Geodetic Survey in January 2013.
 EL0437
 EL0437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0437.been affixed to the stable North American tectonic plate. See 
 EL0437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0437
 EL0437.The horizontal coordinates are valid at the epoch date displayed above
 EL0437.which is a decimal equivalence of Year/Month/Day.
 EL0437
 EL0437.No horizontal observational check was made to the station.
 EL0437
 EL0437.The orthometric height was determined by differential leveling and
 EL0437.adjusted by the NATIONAL GEODETIC SURVEY
 EL0437.in June 1991.
 EL0437
 EL0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0437.GEOID18 height accuracy estimate available here.
 EL0437
 EL0437.Click photographs - Photos may exist for this station.
 EL0437
 EL0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0437
 EL0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0437
 EL0437.The ellipsoidal height was determined by GPS observations
 EL0437.and is referenced to NAD 83.
 EL0437
 EL0437.The dynamic height is computed by dividing the NAVD 88
 EL0437.geopotential number by the normal gravity value computed on the
 EL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0437.degrees latitude (g = 980.6199 gals.).
 EL0437
 EL0437.The modeled gravity was interpolated from observed gravity values.
 EL0437
 EL0437. The following values were computed from the NAD 83(2011) position.
 EL0437
 EL0437;                    North         East     Units Scale Factor Converg.
 EL0437;SPC OK S     -   107,647.453   686,841.398   MT  0.99994816   +0 32 07.7
 EL0437;SPC OK S     -   353,173.35  2,253,412.15   sFT  0.99994816   +0 32 07.7
 EL0437;UTM  14      - 3,797,145.749   678,846.809   MT  0.99999429   +1 05 43.6
 EL0437
 EL0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0437!SPC OK S     -   0.99996471  x   0.99994816  =   0.99991287
 EL0437!UTM  14      -   0.99996471  x   0.99999429  =   0.99995900
 EL0437
 EL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7884697145(NAD 83)
 EL0437
 EL0437                          SUPERSEDED SURVEY CONTROL
 EL0437
 EL0437  NAD 83(2007)-  34 18 00.51679(N)    097 03 23.79615(W) AD(2002.00) 1
 EL0437  ELLIP H (05/16/12)  224.831  (m)                       GP(2002.00) 4 1
 EL0437  NAVD 88             250.55   (m)          822.0    (f) LEVELING    3  
 EL0437  NGVD 29 (??/??/92)  250.499  (m)          821.85   (f) ADJ UNCH    2 0
 EL0437
 EL0437.Superseded values are not recommended for survey control.
 EL0437
 EL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0437.See file dsdata.pdf to determine how the superseded data were derived.
 EL0437
 EL0437_MARKER: DB = BENCH MARK DISK
 EL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0437_STAMPING: E 81 1945
 EL0437_MARK LOGO: CGS
 EL0437_PROJECTION: RECESSED 9 CENTIMETERS
 EL0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0437+STABILITY: SURFACE MOTION
 EL0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0437+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2011
 EL0437
 EL0437  HISTORY     - Date     Condition        Report By
 EL0437  HISTORY     - 1945     MONUMENTED       CGS
 EL0437  HISTORY     - 20090126 GOOD             AIRDAT
 EL0437  HISTORY     - 20110315 GOOD             JCLS
 EL0437  HISTORY     - 20111220 GOOD             AIRDAT
 EL0437
 EL0437                          STATION DESCRIPTION
 EL0437
 EL0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0437'2.2 MI NW FROM GENE AUTRY.
 EL0437'ABOUT 1.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 EL0437'AT GENE AUTRY, THENCE WEST 1.1 MILES ALONG AN ASPHALT ROAD TO
 EL0437'SITE OF MARK, BENCH MARK IS ABOUT 300.0 FEET WEST OF A DEEP
 EL0437'WASH, 82.6 FEET NORTH OF THE CENTER LINE OF ROAD, 180.0 FEET
 EL0437'WEST OF THE CENTER LINE OF A T ROAD LEADING NORTH, 1.0 FOOT
 EL0437'SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 MARKER POST.
 EL0437'AN IRON DISK STAMPED E 81 1945 SET IN THE TOP OF A CONCRETE
 EL0437'POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 EL0437
 EL0437                          STATION RECOVERY (2009)
 EL0437
 EL0437'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 EL0437'RECOVERED IN GOOD CONDITION.
 EL0437
 EL0437                          STATION RECOVERY (2011)
 EL0437
 EL0437'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 EL0437'RECOVERED IN GOOD CONDITION.
 EL0437
 EL0437                          STATION RECOVERY (2011)
 EL0437
 EL0437'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 EL0437'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0268 ***********************************************************************
 FJ0268  DESIGNATION -  E 9
 FJ0268  PID         -  FJ0268
 FJ0268  STATE/COUNTY-  OK/OKLAHOMA
 FJ0268  COUNTRY     -  US
 FJ0268  USGS QUAD   -  JONES (2018)
 FJ0268
 FJ0268                         *CURRENT SURVEY CONTROL
 FJ0268  ______________________________________________________________________
 FJ0268* NAD 83(1986) POSITION- 35 33 53.89   (N) 097 17 23.79   (W)   HD_HELD1
 FJ0268* NAVD 88 ORTHO HEIGHT -   340.872 (meters)     1118.34  (feet) ADJUSTED
 FJ0268  ______________________________________________________________________
 FJ0268  GEOID HEIGHT    -        -27.256 (meters)                     GEOID18
 FJ0268  DYNAMIC HEIGHT  -        340.549 (meters)     1117.28  (feet) COMP
 FJ0268  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 FJ0268
 FJ0268  VERT ORDER      -  FIRST     CLASS II
 FJ0268
 FJ0268.The horizontal coordinates were determined by differentially corrected
 FJ0268.hand held GPS observations or other comparable positioning techniques
 FJ0268.and have an estimated accuracy of +/- 3 meters.
 FJ0268
 FJ0268.The orthometric height was determined by differential leveling and
 FJ0268.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0268.in August 1994.
 FJ0268
 FJ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0268.GEOID18 height accuracy estimate available here.
 FJ0268
 FJ0268.Click photographs - Photos may exist for this station.
 FJ0268
 FJ0268.The dynamic height is computed by dividing the NAVD 88
 FJ0268.geopotential number by the normal gravity value computed on the
 FJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0268.degrees latitude (g = 980.6199 gals.).
 FJ0268
 FJ0268.The modeled gravity was interpolated from observed gravity values.
 FJ0268
 FJ0268;                    North         East    Units  Estimated Accuracy
 FJ0268;SPC OK N     -    62,920.6     664,370.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0268
 FJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5497337044(NAD 83)
 FJ0268
 FJ0268                          SUPERSEDED SURVEY CONTROL
 FJ0268
 FJ0268  NAVD 88 (06/15/91)  340.914  (m)         1118.48   (f) SUPERSEDED  1 2
 FJ0268  NGVD 29 (??/??/92)  340.784  (m)         1118.06   (f) ADJ UNCH    1 2
 FJ0268
 FJ0268.Superseded values are not recommended for survey control.
 FJ0268
 FJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0268.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0268
 FJ0268_MARKER: DB = BENCH MARK DISK
 FJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0268_STAMPING: E 9 1933
 FJ0268_MARK LOGO: CGS
 FJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0268+STABILITY: SURFACE MOTION
 FJ0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0268+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2020
 FJ0268
 FJ0268  HISTORY     - Date     Condition        Report By
 FJ0268  HISTORY     - 1933     MONUMENTED       CGS
 FJ0268  HISTORY     - 20100413 GOOD             COOPWD
 FJ0268  HISTORY     - 20201210 POOR             OKDOT
 FJ0268
 FJ0268                          STATION DESCRIPTION
 FJ0268
 FJ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0268'IN JONES.
 FJ0268'ON S.L.-S.F. R.R. AT MP 524/14.  1000 FEET W. OF JONES STATION
 FJ0268'45 FEET S. OF TRACK AND 75 FEET E. OF STREET CROSSING.
 FJ0268
 FJ0268                          STATION RECOVERY (2010)
 FJ0268
 FJ0268'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2010 (CJM)
 FJ0268'72 FEET EAST OF EAST EDGE OF 3RD ST JONES OK
 FJ0268'35 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS
 FJ0268
 FJ0268                          STATION RECOVERY (2020)
 FJ0268
 FJ0268'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0268'MONUMENT FOUND BUT BADLY SCARRED.  ONLY THE 1933 STAMPING IS VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0476 ***********************************************************************
 EM0476  DESIGNATION -  E 96
 EM0476  PID         -  EM0476
 EM0476  STATE/COUNTY-  OK/HARMON
 EM0476  COUNTRY     -  US
 EM0476  USGS QUAD   -  VINSON (2018)
 EM0476
 EM0476                         *CURRENT SURVEY CONTROL
 EM0476  ______________________________________________________________________
 EM0476* NAD 83(1986) POSITION- 34 54 01.     (N) 099 51 34.     (W)   SCALED
 EM0476* NAVD 88 ORTHO HEIGHT -   574.239 (meters)     1883.98  (feet) POSTED
 EM0476  ______________________________________________________________________
 EM0476  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 EM0476  DYNAMIC HEIGHT  -        573.61  (meters)     1881.9   (feet) COMP
 EM0476  MODELED GRAVITY -    979,526.0   (mgal)                       NAVD 88
 EM0476
 EM0476  VERT ORDER      -  * POSTED, SEE BELOW
 EM0476
 EM0476.The horizontal coordinates were scaled from a map and have
 EM0476.an estimated accuracy of +/- 6 seconds.
 EM0476
 EM0476.The orthometric height was determined by differential leveling
 EM0476.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0476
 EM0476.* This is a POSTED BENCH MARK height.
 EM0476
 EM0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0476.GEOID18 height accuracy estimate available here.
 EM0476
 EM0476.Click photographs - Photos may exist for this station.
 EM0476
 EM0476.The dynamic height is computed by dividing the NAVD 88
 EM0476.geopotential number by the normal gravity value computed on the
 EM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0476.degrees latitude (g = 980.6199 gals.).
 EM0476
 EM0476.The modeled gravity was interpolated from observed gravity values.
 EM0476
 EM0476;                    North         East    Units  Estimated Accuracy
 EM0476;SPC OK S     -   175,380.      430,070.      MT  (+/- 180 meters Scaled)
 EM0476
 EM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD214623(NAD 83)
 EM0476
 EM0476                          SUPERSEDED SURVEY CONTROL
 EM0476
 EM0476  NGVD 29 (??/??/92)  573.974  (m)         1883.11   (f) ADJ UNCH    2 0
 EM0476
 EM0476.Superseded values are not recommended for survey control.
 EM0476
 EM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0476.See file dsdata.pdf to determine how the superseded data were derived.
 EM0476
 EM0476_MARKER: DB = BENCH MARK DISK
 EM0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0476_SP_SET: BUILDING
 EM0476_STAMPING: E 96 1934
 EM0476_MARK LOGO: CGS
 EM0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0476
 EM0476  HISTORY     - Date     Condition        Report By
 EM0476  HISTORY     - 1934     MONUMENTED       CGS
 EM0476  HISTORY     - 1963     GOOD             CGS
 EM0476  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0476
 EM0476                          STATION DESCRIPTION
 EM0476
 EM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0476'IN VINSON.
 EM0476'AT THE N.W. CORNER OF WORTHENS BUILDING, 33 FEET N OF THE POST OFFICE
 EM0476'DOOR, 62 FEET S OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET ABOVE THE
 EM0476'SIDEWALK.
 EM0476
 EM0476                          STATION RECOVERY (1963)
 EM0476
 EM0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0476'RECOVERED IN GOOD CONDITION.
 EM0476
 EM0476                          STATION RECOVERY (2018)
 EM0476
 EM0476'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0476'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0243 ***********************************************************************
 EM0243  DESIGNATION -  E 97
 EM0243  PID         -  EM0243
 EM0243  STATE/COUNTY-  OK/JACKSON
 EM0243  COUNTRY     -  US
 EM0243  USGS QUAD   -  ALTUS (2018)
 EM0243
 EM0243                         *CURRENT SURVEY CONTROL
 EM0243  ______________________________________________________________________
 EM0243* NAD 83(1986) POSITION- 34 39 07.     (N) 099 21 18.     (W)   SCALED
 EM0243* NAVD 88 ORTHO HEIGHT -   422.471 (meters)     1386.06  (feet) POSTED
 EM0243  ______________________________________________________________________
 EM0243  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 EM0243  DYNAMIC HEIGHT  -        422.02  (meters)     1384.6   (feet) COMP
 EM0243  MODELED GRAVITY -    979,555.5   (mgal)                       NAVD 88
 EM0243
 EM0243  VERT ORDER      -  * POSTED, SEE BELOW
 EM0243
 EM0243.The horizontal coordinates were scaled from a map and have
 EM0243.an estimated accuracy of +/- 6 seconds.
 EM0243
 EM0243.The orthometric height was determined by differential leveling
 EM0243.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0243
 EM0243.* This is a POSTED BENCH MARK height.
 EM0243
 EM0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0243.GEOID18 height accuracy estimate available here.
 EM0243
 EM0243.Click photographs - Photos may exist for this station.
 EM0243
 EM0243.The dynamic height is computed by dividing the NAVD 88
 EM0243.geopotential number by the normal gravity value computed on the
 EM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0243.degrees latitude (g = 980.6199 gals.).
 EM0243
 EM0243.The modeled gravity was interpolated from observed gravity values.
 EM0243
 EM0243;                    North         East    Units  Estimated Accuracy
 EM0243;SPC OK S     -   147,100.      475,800.      MT  (+/- 180 meters Scaled)
 EM0243
 EM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD674345(NAD 83)
 EM0243
 EM0243                          SUPERSEDED SURVEY CONTROL
 EM0243
 EM0243  NGVD 29 (??/??/92)  422.278  (m)         1385.42   (f) ADJ UNCH    2 0
 EM0243
 EM0243.Superseded values are not recommended for survey control.
 EM0243
 EM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0243.See file dsdata.pdf to determine how the superseded data were derived.
 EM0243
 EM0243_MARKER: DB = BENCH MARK DISK
 EM0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0243_STAMPING: E 97 1934
 EM0243_MARK LOGO: CGS
 EM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0243+STABILITY: SURFACE MOTION
 EM0243
 EM0243  HISTORY     - Date     Condition        Report By
 EM0243  HISTORY     - 1934     MONUMENTED       CGS
 EM0243  HISTORY     - 1962     GOOD             USGS
 EM0243  HISTORY     - 1963     GOOD             CGS
 EM0243
 EM0243                          STATION DESCRIPTION
 EM0243
 EM0243'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0243'2.2 MI NE FROM ALTUS.
 EM0243'ALTUS, 1.0 MILE NORTH AND 1.2 MILES WEST OF.  T. 2 N., R 21 W., ABOUT
 EM0243'0.2 MILE WEST OF COR. SECS. 7, 12, 13 AND 18.  22 FT. SOUTH AND 146
 EM0243'FT. WEST OF INTERSECTION OF EAST-WEST SECTION LINE ROAD AND PRIVATE
 EM0243'DRIVE NORTH.  30 FT. NORTH CL.R.R. TRACKS.  4 FT. WEST OF POWER POLE.
 EM0243'IN CONC. POST PROJECTING 0.1 FT.  STANDARD DISK STAMPED E 97 1934
 EM0243'PAINTED BM 1385.4.
 EM0243
 EM0243                          STATION RECOVERY (1963)
 EM0243
 EM0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0336 ***********************************************************************
 EK0336  DESIGNATION -  E 99
 EK0336  PID         -  EK0336
 EK0336  STATE/COUNTY-  OK/MCCURTAIN
 EK0336  COUNTRY     -  US
 EK0336  USGS QUAD   -  BATTIEST (2018)
 EK0336
 EK0336                         *CURRENT SURVEY CONTROL
 EK0336  ______________________________________________________________________
 EK0336* NAD 83(1986) POSITION- 34 22 37.     (N) 094 52 37.     (W)   SCALED
 EK0336* NAVD 88 ORTHO HEIGHT -   213.578 (meters)      700.71  (feet) ADJUSTED
 EK0336  ______________________________________________________________________
 EK0336  GEOID HEIGHT    -        -30.724 (meters)                     GEOID18
 EK0336  DYNAMIC HEIGHT  -        213.344 (meters)      699.95  (feet) COMP
 EK0336  MODELED GRAVITY -    979,536.7   (mgal)                       NAVD 88
 EK0336
 EK0336  VERT ORDER      -  SECOND    CLASS 0
 EK0336
 EK0336.The horizontal coordinates were scaled from a map and have
 EK0336.an estimated accuracy of +/- 6 seconds.
 EK0336
 EK0336.The orthometric height was determined by differential leveling and
 EK0336.adjusted by the NATIONAL GEODETIC SURVEY
 EK0336.in June 1991.
 EK0336
 EK0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0336.GEOID18 height accuracy estimate available here.
 EK0336
 EK0336.Click photographs - Photos may exist for this station.
 EK0336
 EK0336.The dynamic height is computed by dividing the NAVD 88
 EK0336.geopotential number by the normal gravity value computed on the
 EK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0336.degrees latitude (g = 980.6199 gals.).
 EK0336
 EK0336.The modeled gravity was interpolated from observed gravity values.
 EK0336
 EK0336;                    North         East    Units  Estimated Accuracy
 EK0336;SPC OK S     -   120,200.      887,180.      MT  (+/- 180 meters Scaled)
 EK0336
 EK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU274055(NAD 83)
 EK0336
 EK0336                          SUPERSEDED SURVEY CONTROL
 EK0336
 EK0336  NGVD 29 (??/??/92)  213.515  (m)          700.51   (f) ADJ UNCH    2 0
 EK0336
 EK0336.Superseded values are not recommended for survey control.
 EK0336
 EK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0336.See file dsdata.pdf to determine how the superseded data were derived.
 EK0336
 EK0336_MARKER: DB = BENCH MARK DISK
 EK0336_SETTING: 66 = SET IN ROCK OUTCROP
 EK0336_STAMPING: E 99 1960
 EK0336_MARK LOGO: CGS
 EK0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0336+STABILITY: POSITION/ELEVATION WELL
 EK0336
 EK0336  HISTORY     - Date     Condition        Report By
 EK0336  HISTORY     - 1960     MONUMENTED       CGS
 EK0336
 EK0336                          STATION DESCRIPTION
 EK0336
 EK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0336'3.6 MI NW FROM BETHEL.
 EK0336'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 EK0336'OFFICE AT BETHEL, THENCE 2.45 MILES WEST ALONG A PAVED ROAD,
 EK0336'THIS MARK IS ALSO 3.25 MILES SOUTHEAST OF THE POST OFFICE AT
 EK0336'BATTIEST, IN SECTION 15, R 23 E, T 2 S, SET IN THE TOP OF A ROCK
 EK0336'OUTCROP, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 EK0336'3 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0925 ***********************************************************************
 FJ0925  DESIGNATION -  E OKLA MAST
 FJ0925  PID         -  FJ0925
 FJ0925  STATE/COUNTY-  OK/CLEVELAND
 FJ0925  COUNTRY     -  US
 FJ0925  USGS QUAD   -  EASON (2018)
 FJ0925
 FJ0925                         *CURRENT SURVEY CONTROL
 FJ0925  ______________________________________________________________________
 FJ0925* NAD 83(1993) POSITION- 35 06 59.16389(N) 097 14 51.95309(W)   ADJUSTED
 FJ0925  ______________________________________________________________________
 FJ0925  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 FJ0925  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 FJ0925  HORZ ORDER      -  THIRD
 FJ0925
 FJ0925.The horizontal coordinates were established by classical geodetic methods
 FJ0925.and adjusted by the National Geodetic Survey in November 1994.
 FJ0925
 FJ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0925.GEOID18 height accuracy estimate available here.
 FJ0925
 FJ0925.Click photographs - Photos may exist for this station.
 FJ0925
 FJ0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0925
 FJ0925. The following values were computed from the NAD 83(1993) position.
 FJ0925
 FJ0925;                    North         East     Units Scale Factor Converg.
 FJ0925;SPC OK S     -   198,047.751   668,570.688   MT  0.99997898   +0 25 37.1
 FJ0925;SPC OK S     -   649,761.66  2,193,469.00   sFT  0.99997898   +0 25 37.1
 FJ0925;UTM  14      - 3,887,360.103   659,676.030   MT  0.99991423   +1 00 29.4
 FJ0925
 FJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5967687360(NAD 83)
 FJ0925
 FJ0925                          SUPERSEDED SURVEY CONTROL
 FJ0925
 FJ0925  NAD 83(1986)-  35 06 59.16942(N)    097 14 51.93684(W) AD(       ) 3
 FJ0925  NAD 27      -  35 06 58.91322(N)    097 14 50.83863(W) AD(       ) 3
 FJ0925
 FJ0925.Superseded values are not recommended for survey control.
 FJ0925
 FJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0925.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0925
 FJ0925_MARKER: 44 = MICROWAVE MAST
 FJ0925
 FJ0925  HISTORY     - Date     Condition        Report By
 FJ0925  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0925
 FJ0925                          STATION DESCRIPTION
 FJ0925
 FJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0925'THE STATION IS THE CENTER OF THE BASE BETWEEN TWO WOODEN
 FJ0925'POLES SUPPORTING THE MAST.  IT IS 8-1/4 MILES EAST-SOUTHEAST
 FJ0925'OF NOBLE AND 6 MILES WEST OF THE CLEVELAND-POTTAWATOMIE
 FJ0925'COUNTY LINE.  THE PLATFORM SUPPORTING THE MAST IS 40 FEET IN
 FJ0925'HEIGHT.  THE POINT OBSERVED AND MEASURED TO WAS THE CENTER
 FJ0925'OF THE BASE.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 FJ0925'STATION NEEDMORE.  THE DISTANCE = 28.50 METERS - 93.6 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0906 ***********************************************************************
 EK0906  DESIGNATION -  EAGLE
 EK0906  PID         -  EK0906
 EK0906  STATE/COUNTY-  OK/MCCURTAIN
 EK0906  COUNTRY     -  US
 EK0906  USGS QUAD   -  BROKEN BOW (2018)
 EK0906
 EK0906                         *CURRENT SURVEY CONTROL
 EK0906  ______________________________________________________________________
 EK0906* NAD 83(1997) POSITION- 34 00 11.57020(N) 094 38 07.37572(W)   ADJUSTED
 EK0906* NAVD 88 ORTHO HEIGHT -   139.96  (+/-2cm)      459.2   (feet) VERTCON3
 EK0906  ______________________________________________________________________
 EK0906  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 EK0906  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 EK0906  HORZ ORDER      -  FIRST
 EK0906  VERT ORDER      -  THIRD ? (See Below)
 EK0906
 EK0906.The horizontal coordinates were established by classical geodetic methods
 EK0906.and adjusted by the National Geodetic Survey in September 1999.
 EK0906
 EK0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0906
 EK0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0906.GEOID18 height accuracy estimate available here.
 EK0906
 EK0906.The vertical order pertains to the NGVD 29 superseded value.
 EK0906
 EK0906.Click photographs - Photos may exist for this station.
 EK0906
 EK0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0906
 EK0906. The following values were computed from the NAD 83(1997) position.
 EK0906
 EK0906;                    North         East     Units Scale Factor Converg.
 EK0906;SPC OK S     -    79,485.619   910,766.198   MT  0.99998700   +1 54 35.3
 EK0906;SPC OK S     -   260,779.07  2,988,072.10   sFT  0.99998700   +1 54 35.3
 EK0906;UTM  15      - 3,763,717.888   348,973.949   MT  0.99988117   -0 54 53.1
 EK0906
 EK0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0906!SPC OK S     -   0.99998241  x   0.99998700  =   0.99996941
 EK0906!UTM  15      -   0.99998241  x   0.99988117  =   0.99986358
 EK0906
 EK0906:                Primary Azimuth Mark                     Grid Az
 EK0906:SPC OK S     -  OAK HILL                                 276 04 27.5
 EK0906:UTM  15      -  OAK HILL                                 278 53 55.9
 EK0906
 EK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4897363717(NAD 83)
 EK0906
 EK0906|---------------------------------------------------------------------|
 EK0906| PID    Reference Object                     Distance      Geod. Az  |
 EK0906|                                                           dddmmss.s |
 EK0906| CX5759 EAGLE AZ MK                                        0022340.3 |
 EK0906| CX5760 EAGLE RM 1                           29.032 METERS 07906     |
 EK0906| CX5761 EAGLE RM 2                           22.668 METERS 17355     |
 EK0906| EK0915 OAK HILL                            APPROX.17.9 KM 2775902.8 |
 EK0906| EK0905 BROKEN BOW DIERKS LMBR CO TANK      APPROX. 9.6 KM 2803616.9 |
 EK0906| EK0902 BROKEN BOW DIERKS LMBR CO STK       APPROX. 9.6 KM 2811739.1 |
 EK0906| EK0908 BROKEN BOW MUNICIPAL TANK           APPROX.10.1 KM 2884410.8 |
 EK0906| EK0911 CARNASAW LOOKOUT TOWER              APPROX.15.7 KM 3590249.8 |
 EK0906|---------------------------------------------------------------------|
 EK0906
 EK0906                          SUPERSEDED SURVEY CONTROL
 EK0906
 EK0906  NAD 83(1993)-  34 00 11.57086(N)    094 38 07.37494(W) AD(       ) 1
 EK0906  NAD 83(1986)-  34 00 11.57620(N)    094 38 07.36731(W) AD(       ) 1
 EK0906  NAD 27      -  34 00 11.17200(N)    094 38 06.60000(W) AD(       ) 1
 EK0906  NGVD 29             139.94   (m)          459.1    (f) LEVELING    3  
 EK0906
 EK0906.Superseded values are not recommended for survey control.
 EK0906
 EK0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0906.See file dsdata.pdf to determine how the superseded data were derived.
 EK0906
 EK0906_MARKER: DS = TRIANGULATION STATION DISK
 EK0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0906_STAMPING: EAGLE 1952
 EK0906_MARK LOGO: CGS
 EK0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0906+STABILITY: SURFACE MOTION
 EK0906
 EK0906  HISTORY     - Date     Condition        Report By
 EK0906  HISTORY     - 1952     MONUMENTED       CGS
 EK0906
 EK0906                          STATION DESCRIPTION
 EK0906
 EK0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0906'THE STATION IS LOCATED ABOUT 6 MILES EAST AND 2-1/2 MILES
 EK0906'SOUTH OF BROKEN BOW, ON THE SUMMIT OF A SMALL WOODED KNOLL.
 EK0906'IT IS 80 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 18
 EK0906'FEET SOUTH OF A PINE TREE WITH A TRIANGLE BLAZE.  THE MARK
 EK0906'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EAGLE 1952.
 EK0906'
 EK0906'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE CENTERLINE OF
 EK0906'A DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0906'IS STAMPED EAGLE NO 1 1952.
 EK0906'
 EK0906'REFERENCE MARK NO. 2 IS 69 FEET WEST OF THE CENTERLINE OF
 EK0906'A DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0906'IS STAMPED EAGLE NO 2 1952.
 EK0906'
 EK0906'AZIMUTH MARK IS LOCATED ABOUT 100 FEET WEST OF A SMALL WHITE
 EK0906'FARM HOUSE, AND 15 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
 EK0906'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0906'EAGLE 1952.  NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 EK0906'GROUND.
 EK0906'
 EK0906'TO REACH THE STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY
 EK0906'70 IN BROKEN BOW, GO EAST ON U.S. HIGHWAY 70 FOR 5.9 MILES TO A
 EK0906'CROSSROADS AND TINER SCHOOL IN SOUTHEAST ANGLE OF CROSSROADS.
 EK0906'TURN RIGHT (SOUTH) AND GO 2.0 MILES ON MAIN TRAVEL ROAD TO
 EK0906'AZIMUTH MARK ON EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE
 EK0906'SOUTH ON MAIN ROAD FOR 0.5 MILE TO STATION ON WEST SIDE OF
 EK0906'ROAD AS DESCRIBED.
 EK0906'
 EK0906'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1083 ***********************************************************************
 DN1083  DESIGNATION -  EAKER
 DN1083  PID         -  DN1083
 DN1083  STATE/COUNTY-  OK/BRYAN
 DN1083  COUNTRY     -  US
 DN1083  USGS QUAD   -  DURANT SOUTH (2018)
 DN1083
 DN1083                         *CURRENT SURVEY CONTROL
 DN1083  ______________________________________________________________________
 DN1083* NAD 83(1993) POSITION- 33 57 01.92941(N) 096 23 47.21346(W)   ADJUSTED
 DN1083* NAD 83(1993) ELLIP HT-   189.021 (meters)        (11/28/94)   ADJUSTED
 DN1083* NAVD 88 ORTHO HEIGHT -   215.9   (meters)      708.    (feet) VERTCON3
 DN1083  ______________________________________________________________________
 DN1083  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 DN1083  NAD 83(1993) X  -   -590,066.822 (meters)                     COMP
 DN1083  NAD 83(1993) Y  - -5,263,509.752 (meters)                     COMP
 DN1083  NAD 83(1993) Z  -  3,542,002.166 (meters)                     COMP
 DN1083  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DN1083  HORZ ORDER      -  SECOND
 DN1083  ELLP ORDER      -  FIFTH     CLASS I
 DN1083
 DN1083.This mark is at Eaker Field Airport (DUA)
 DN1083
 DN1083.The horizontal coordinates were established by classical geodetic methods
 DN1083.and adjusted by the National Geodetic Survey in November 1994.
 DN1083
 DN1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1083
 DN1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1083.GEOID18 height accuracy estimate available here.
 DN1083
 DN1083.Click photographs - Photos may exist for this station.
 DN1083
 DN1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1083
 DN1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1083
 DN1083.The ellipsoidal height was determined by GPS observations
 DN1083.and is referenced to NAD 83.
 DN1083
 DN1083. The following values were computed from the NAD 83(1993) position.
 DN1083
 DN1083;                    North         East     Units Scale Factor Converg.
 DN1083;SPC OK S     -    69,640.091   748,222.875   MT  0.99999666   +0 54 36.7
 DN1083;SPC OK S     -   228,477.53  2,454,794.55   sFT  0.99999666   +0 54 36.7
 DN1083;UTM  14      - 3,759,725.736   740,603.036   MT  1.00031369   +1 27 17.0
 DN1083
 DN1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1083!SPC OK S     -   0.99997033  x   0.99999666  =   0.99996699
 DN1083!UTM  14      -   0.99997033  x   1.00031369  =   1.00028401
 DN1083
 DN1083:                Primary Azimuth Mark                     Grid Az
 DN1083:SPC OK S     -  EAKER AZ MK                              215 48 59.9
 DN1083:UTM  14      -  EAKER AZ MK                              215 16 19.6
 DN1083
 DN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4060359725(NAD 83)
 DN1083
 DN1083|---------------------------------------------------------------------|
 DN1083| PID    Reference Object                     Distance      Geod. Az  |
 DN1083|                                                           dddmmss.s |
 DN1083| CY1711 EAKER RM 1                            9.358 METERS 08604     |
 DN1083| CY1712 EAKER RM 2                            7.860 METERS 17353     |
 DN1083| CY1710 EAKER AZ MK                                        2164336.6 |
 DN1083|---------------------------------------------------------------------|
 DN1083
 DN1083                          SUPERSEDED SURVEY CONTROL
 DN1083
 DN1083  NAD 83(1986)-  33 57 01.93490(N)    096 23 47.20580(W) AD(       ) 2
 DN1083  NAD 27      -  33 57 01.57890(N)    096 23 46.23980(W) AD(       ) 2
 DN1083  NGVD 29 (11/30/89)  215.8    (m)  RAPSU86  model used  GPS OBS        
 DN1083
 DN1083.Superseded values are not recommended for survey control.
 DN1083
 DN1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1083.See file dsdata.pdf to determine how the superseded data were derived.
 DN1083
 DN1083_MARKER: DS = TRIANGULATION STATION DISK
 DN1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1083_STAMPING: EAKER 1955
 DN1083_MARK LOGO: CGS
 DN1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1083+STABILITY: SURFACE MOTION
 DN1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1083+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 DN1083
 DN1083  HISTORY     - Date     Condition        Report By
 DN1083  HISTORY     - 1955     MONUMENTED       CGS
 DN1083  HISTORY     - 1955     GOOD             CGS
 DN1083  HISTORY     - 19890301 GOOD             NGS
 DN1083  HISTORY     - 19910323 GOOD             NGS
 DN1083
 DN1083                          STATION DESCRIPTION
 DN1083
 DN1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1083'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DURANT,
 DN1083'1.5 MILES NORTHEAST OF THE TOWN OF CALERA AND 0.15 MILE
 DN1083'NORTHWEST OF THE NORTH-SOUTH RUNWAY AT THE EAKER MUNICIPAL
 DN1083'AIRPORT.
 DN1083'
 DN1083'THE STATION MARK IS A STANDARD DISK STAMPED EAKER 1955 SET
 DN1083'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1083'2 INCHES ABOVE THE GROUND.  THE MARK IS 9.0 FEET SOUTH OF A
 DN1083'WHITE WITNESS POST AND AN EAST-WEST FENCE LINE.
 DN1083'
 DN1083'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAKER
 DN1083'NO 1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1083'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 5.0
 DN1083'FEET SOUTH OF THE EAST-WEST FENCE LINE AND IT IS AT THE STATION
 DN1083'ELEVATION.
 DN1083'
 DN1083'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAKER NO 2
 DN1083'1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1083'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT 2 FEET
 DN1083'LOWER THAN THE STATION.
 DN1083'
 DN1083'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EAKER 1955 SET
 DN1083'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 DN1083'ABOVE THE GROUND.  THE MARK IS 50.0 FEET SOUTH OF THE
 DN1083'CENTERLINE OF PAVED ROAD, 27.0 FEET WEST OF A DRIVEWAY INTO A
 DN1083'PUMP HOUSE, AND 3.0 FEET EAST OF A POWER LINE POLE.
 DN1083'
 DN1083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70,
 DN1083'69 AND 75 IN THE WEST EDGE OF DURANT GO SOUTHWEST ON U.S.
 DN1083'HIGHWAYS 69 AND 75 FOR 3.6 MILES TO A SIDE ROAD LEFT AT SIGN
 DN1083'(EAKER FIELD MUNICIPAL AIRPORT-EXCEL BODY CORPORATION).  TURN
 DN1083'LEFT AND FOLLOW CONCRETE ROAD FOR 0.85 MILE TO A WATER TANK
 DN1083'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD EAST ON A DIRT ROAD
 DN1083'FOR 0.15 MILE TO A SMALL HANGER AND OFFICE BUILDING.  TURN
 DN1083'LEFT, NORTH, ON TAXI-WAY ALONG THE WEST SIDE OF A NORTH-SOUTH
 DN1083'RUNWAY FOR 0.5 MILE TO THE END OF THE CONCRETE.  TURN LEFT,
 DN1083'NORTHWEST, AND GO ACROSS COUNTRY FOR 0.15 MILE TO THE
 DN1083'STATION AS DESCRIBED.
 DN1083'
 DN1083'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DN1083
 DN1083                          STATION RECOVERY (1955)
 DN1083
 DN1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DN1083'RECOVERED IN GOOD CONDITION.
 DN1083
 DN1083                          STATION RECOVERY (1989)
 DN1083
 DN1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DN1083'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 DN1083'FOLLOWS.
 DN1083'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) SOUTH OF DURANT, 3.3 KM
 DN1083'(2.05 MI) NORTHEAST OF CALERA, AND 2.0 KM (1.25 MI) WEST OF STATE
 DN1083'HIGHWAY 78, AT THE DURANT/EAKER FIELD AIRPORT.  OWNERSHIP--CITY OF
 DN1083'DURANT, MUNICIPAL BUILDING, 201 NORTH 3RD STREET, DURANT OK 74701.
 DN1083'PHONE (405) 924-7200.
 DN1083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 69, AND 75
 DN1083'BUSINESS IN DURANT, GO SOUTH ON HIGHWAYS 69 AND 75 BUSINESS FOR 5.9 KM
 DN1083'(3.65 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON
 DN1083'WALDON ROAD FOR 1.5 KM (0.95 MI) TO A PAVED ROAD ON THE LEFT.  TURN
 DN1083'LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO AN
 DN1083'APRON.  CONTINUE NORTHEAST CROSSING APRON AND PASSING ON THE NORTH
 DN1083'SIDE OF TWO HANGARS FOR 0.1 KM (0.05 MI) TO AN APRON ON THE RIGHT.
 DN1083'TURN RIGHT AND GO SOUTH ON THE APRON, PASSING ON EAST SIDE OF HANGAR
 DN1083'FOR 0.1 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHERLY ON THE
 DN1083'TAXIWAY FOR 0.6 KM (0.35 MI) TO THE END OF THE TAXIWAY.  TURN LEFT AND
 DN1083'GO NORTHWEST ACROSS FIELD FOR 0.2 KM (0.10 MI) TO AN EAST-WEST FENCE
 DN1083'AND THE STATION ON THE LEFT.
 DN1083'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 DN1083'CONCRETE POST THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 67.5 M
 DN1083'(221.5 FT) WEST OF A FENCE CORNER, 2.3 M (7.5 FT) SOUTH OF A FENCE,
 DN1083'AND 0.8 M (2.6 FT) EAST OF A CARSONITE WITNESS POST.
 DN1083'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 DN1083
 DN1083                          STATION RECOVERY (1991)
 DN1083
 DN1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DN1083'STATION RECOVERED AND FOUND LEANING TO THE EAST APROXIMATELY 4 DEGREES
 DN1083'WITH THE SOUTHWEST CORNER OF THE MONUMENT CHIPPED OFF. MONUMENT IS IN
 DN1083'A STABLE POSITION BUT CANNOT DETERMINE IF MONUMENT WAS IN THIS
 DN1083'POSITION DURING 1989 SURVEY.
 DN1083'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTH OF DURANT, 2.05 MI
 DN1083'(3.30 KM) NORTHEAST OF CALERA, 1.25 MI (2.01 KM) WEST OF STATE ROUTE
 DN1083'78, AND 0.45 MI (0.72 KM) EAST OF U.S. HIGHWAYS 69 AND 75, NEAR AN
 DN1083'EAST-WEST FENCELINE AT THE NORTH SIDE OF THE DURANT/EAKER FIELD
 DN1083'AIRPORT.  OWNERSHIP-CITY OF DURANT, MUNICIPAL BUILDING, 201 NORTH 3RD
 DN1083'STREET, DURANT, OK 74701.  NO MANAGER AT THIS TIME.  ON SITE CONTACTS
 DN1083'ARE DELL MILLS OR JOHN CARRINGTON, PHONE-405-924-5359, OR 924-7200.
 DN1083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69 AND 75, AND
 DN1083'U.S. HIGHWAY 70 INTERCHANGE, LOCATED NEAR THE WEST SIDE OF DURANT, GO
 DN1083'SOUTHERLY ALONG U.S. HIGHWAYS 69 AND 75 SOUTHBOUND FOR 4.0 MI
 DN1083'(6.4 KM) TO THE JUNCTION OF U.S. HIGHWAY 69 BUSINESS ON THE LEFT.
 DN1083'TURN LEFT, EASTERLY, ALONG U.S. HIGHWAY 69 BUSINESS FOR 0.4 MI
 DN1083'(0.6 KM) TO THE ENTRANCE TO THE DURANT EAKER FIELD INDUSTRIAL PARK ON
 DN1083'THE RIGHT. TURN RIGHT, SOUTHERLY, ALONG WALDON ROAD FOR 1.0 MI
 DN1083'(1.6 KM) TO A PAVED ROAD ON THE LEFT LEADING TO TWO HANGARS.  TURN
 DN1083'LEFT, NORTHEASTERLY, ALONG PAVED ROAD FOR ABOUT 0.15 MI (0.24 KM) TO
 DN1083'TWO HANGARS ON THE RIGHT. TURN RIGHT, SOUTHEAST, BETWEEN THE TWO
 DN1083'HANGARS AND THEN LEFT, NORTH-NORTHEAST, ALONG A TAXI FOR ABOUT 0.4 MI
 DN1083'(0.6 KM) TO THE END OF TAXI AND RUNWAY 17-35. GO CROSS COUNTRY,
 DN1083'NORTHWESTERLY, FOR ABOUT 0.1 MI (0.2 KM) TO AN EAST-WEST FENCELINE
 DN1083'AND THE STATION.
 DN1083'STATION IS 221.5 WEST OF A FENCE CORNER POST, 7.5 FT (2.3 M) SOUTH OF
 DN1083'A FENCELINE, 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND
 DN1083'PROJECTS ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1081 ***********************************************************************
 DN1081  DESIGNATION -  EAKER AIRPORT CONTROL TOWER
 DN1081  PID         -  DN1081
 DN1081  STATE/COUNTY-  OK/BRYAN
 DN1081  COUNTRY     -  US
 DN1081  USGS QUAD   -  DURANT SOUTH (2018)
 DN1081
 DN1081                         *CURRENT SURVEY CONTROL
 DN1081  ______________________________________________________________________
 DN1081* NAD 83(1993) POSITION- 33 56 35.84314(N) 096 23 53.31922(W)   ADJUSTED
 DN1081  ______________________________________________________________________
 DN1081  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 DN1081  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DN1081  HORZ ORDER      -  THIRD
 DN1081
 DN1081.This mark is at Eaker Field Airport (DUA)
 DN1081
 DN1081.The horizontal coordinates were established by classical geodetic methods
 DN1081.and adjusted by the National Geodetic Survey in November 1994.
 DN1081
 DN1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1081.GEOID18 height accuracy estimate available here.
 DN1081
 DN1081.Click photographs - Photos may exist for this station.
 DN1081
 DN1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1081
 DN1081. The following values were computed from the NAD 83(1993) position.
 DN1081
 DN1081;                    North         East     Units Scale Factor Converg.
 DN1081;SPC OK S     -    68,833.948   748,078.870   MT  0.99999806   +0 54 33.3
 DN1081;SPC OK S     -   225,832.71  2,454,322.09   sFT  0.99999806   +0 54 33.3
 DN1081;UTM  14      - 3,758,918.006   740,466.654   MT  1.00031288   +1 27 12.6
 DN1081
 DN1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4046658918(NAD 83)
 DN1081
 DN1081                          SUPERSEDED SURVEY CONTROL
 DN1081
 DN1081  NAD 83(1986)-  33 56 35.84854(N)    096 23 53.31147(W) AD(       ) 3
 DN1081  NAD 27      -  33 56 35.49400(N)    096 23 52.34600(W) AD(       ) 3
 DN1081
 DN1081.Superseded values are not recommended for survey control.
 DN1081
 DN1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1081.See file dsdata.pdf to determine how the superseded data were derived.
 DN1081
 DN1081_MARKER: 58 = CONTROL TOWER
 DN1081
 DN1081  HISTORY     - Date     Condition        Report By
 DN1081  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1081
 DN1081                          STATION DESCRIPTION
 DN1081
 DN1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1081'STATION IS LOCATED ON TOP OF THE SOUTHEAST CORNER OF A LARGE
 DN1081'HANGAR AT EAKER FIELD.  IT IS ABOUT 3.5 MILES SOUTH OF DURANT
 DN1081'AND 0.8 MILE EAST OF U.S. HIGHWAY 69, AND ABOUT 60 FEET IN
 DN1081'HEIGHT.  THE CENTER OF THE TOWER WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1082 ***********************************************************************
 DN1082  DESIGNATION -  EAKER AIRPORT WATER TANK
 DN1082  PID         -  DN1082
 DN1082  STATE/COUNTY-  OK/BRYAN
 DN1082  COUNTRY     -  US
 DN1082  USGS QUAD   -  DURANT SOUTH (2018)
 DN1082
 DN1082                         *CURRENT SURVEY CONTROL
 DN1082  ______________________________________________________________________
 DN1082* NAD 83(1993) POSITION- 33 56 30.85089(N) 096 24 04.97148(W)   ADJUSTED
 DN1082  ______________________________________________________________________
 DN1082  GEOID HEIGHT    -        -26.584 (meters)                     GEOID18
 DN1082  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DN1082  HORZ ORDER      -  THIRD
 DN1082
 DN1082.This mark is at Eaker Field Airport (DUA)
 DN1082
 DN1082.The horizontal coordinates were established by classical geodetic methods
 DN1082.and adjusted by the National Geodetic Survey in November 1994.
 DN1082
 DN1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1082.GEOID18 height accuracy estimate available here.
 DN1082
 DN1082.Click photographs - Photos may exist for this station.
 DN1082
 DN1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1082
 DN1082. The following values were computed from the NAD 83(1993) position.
 DN1082
 DN1082;                    North         East     Units Scale Factor Converg.
 DN1082;SPC OK S     -    68,675.405   747,782.120   MT  0.99999833   +0 54 26.7
 DN1082;SPC OK S     -   225,312.56  2,453,348.51   sFT  0.99999833   +0 54 26.7
 DN1082;UTM  14      - 3,758,756.601   740,171.330   MT  1.00031113   +1 27 05.9
 DN1082
 DN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4017158756(NAD 83)
 DN1082
 DN1082                          SUPERSEDED SURVEY CONTROL
 DN1082
 DN1082  NAD 83(1986)-  33 56 30.85636(N)    096 24 04.96372(W) AD(       ) 3
 DN1082  NAD 27      -  33 56 30.50600(N)    096 24 03.99500(W) AD(       ) 3
 DN1082
 DN1082.Superseded values are not recommended for survey control.
 DN1082
 DN1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1082.See file dsdata.pdf to determine how the superseded data were derived.
 DN1082
 DN1082_MARKER: 53 = ELEVATED TANK
 DN1082
 DN1082  HISTORY     - Date     Condition        Report By
 DN1082  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1082
 DN1082                          STATION DESCRIPTION
 DN1082
 DN1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1082'STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DURANT AND 0.8
 DN1082'MILE EAST OF U.S. HIGHWAY 69.  THE TANK IS ABOUT 60 FEET IN
 DN1082'HEIGHT AND IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS THAT
 DN1082'ARE ALTERNATELY PAINTED ORANGE AND WHITE.  THE TANK IS PAINTED
 DN1082'IN ORANGE AND WHITE SQUARES AND HAS A RED LIGHT ON TOP.  THE
 DN1082'CENTER OF THE TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1197 ***********************************************************************
 FJ1197  DESIGNATION -  EARL
 FJ1197  PID         -  FJ1197
 FJ1197  STATE/COUNTY-  OK/SEMINOLE
 FJ1197  COUNTRY     -  US
 FJ1197  USGS QUAD   -  PRAGUE SW (2018)
 FJ1197
 FJ1197                         *CURRENT SURVEY CONTROL
 FJ1197  ______________________________________________________________________
 FJ1197* NAD 83(1993) POSITION- 35 15 40.11566(N) 096 44 46.64519(W)   ADJUSTED
 FJ1197* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 FJ1197  ______________________________________________________________________
 FJ1197  GEOID HEIGHT    -        -27.271 (meters)                     GEOID18
 FJ1197  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 FJ1197  HORZ ORDER      -  THIRD
 FJ1197
 FJ1197.The horizontal coordinates were established by classical geodetic methods
 FJ1197.and adjusted by the National Geodetic Survey in November 1994.
 FJ1197
 FJ1197.The orthometric height was scaled from a topographic map.
 FJ1197
 FJ1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1197.GEOID18 height accuracy estimate available here.
 FJ1197
 FJ1197.Click photographs - Photos may exist for this station.
 FJ1197
 FJ1197.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1197
 FJ1197. The following values were computed from the NAD 83(1993) position.
 FJ1197
 FJ1197;                    North         East     Units Scale Factor Converg.
 FJ1197;SPC OK S     -   214,555.166   714,081.769   MT  1.00000561   +0 42 41.9
 FJ1197;SPC OK S     -   703,919.74  2,342,783.27   sFT  1.00000561   +0 42 41.9
 FJ1197;UTM  14      - 3,904,331.957   705,017.001   MT  1.00011802   +1 18 05.5
 FJ1197
 FJ1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1197!SPC OK S     -   0.99995671  x   1.00000561  =   0.99996232
 FJ1197!UTM  14      -   0.99995671  x   1.00011802  =   1.00007472
 FJ1197
 FJ1197:                Primary Azimuth Mark                     Grid Az
 FJ1197:SPC OK S     -  EARL AZ MK                               092 54 11.3
 FJ1197:UTM  14      -  EARL AZ MK                               092 18 47.7
 FJ1197
 FJ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0501704331(NAD 83)
 FJ1197
 FJ1197|---------------------------------------------------------------------|
 FJ1197| PID    Reference Object                     Distance      Geod. Az  |
 FJ1197|                                                           dddmmss.s |
 FJ1197| CI0794 EARL AZ MK                                         0933653.2 |
 FJ1197| CI0795 EARL RM 1                             9.448 METERS 09351     |
 FJ1197| CI0796 EARL RM 2                            25.975 METERS 18137     |
 FJ1197|---------------------------------------------------------------------|
 FJ1197
 FJ1197                          SUPERSEDED SURVEY CONTROL
 FJ1197
 FJ1197  NAD 83(1986)-  35 15 40.11956(N)    096 44 46.62715(W) AD(       ) 3
 FJ1197  NAD 27      -  35 15 39.85215(N)    096 44 45.55252(W) AD(       ) 3
 FJ1197
 FJ1197.Superseded values are not recommended for survey control.
 FJ1197
 FJ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1197.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1197
 FJ1197_MARKER: DS = TRIANGULATION STATION DISK
 FJ1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1197_STAMPING: EARL 1957
 FJ1197_MARK LOGO: CGS
 FJ1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1197+STABILITY: SURFACE MOTION
 FJ1197
 FJ1197  HISTORY     - Date     Condition        Report By
 FJ1197  HISTORY     - 1957     MONUMENTED       CGS
 FJ1197
 FJ1197                          STATION DESCRIPTION
 FJ1197
 FJ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1197'STATION IS ABOUT 5 MILES NORTHWEST OF SEMINOLE, 3-1/2 MILES
 FJ1197'SOUTHEAST OF EARLSBORO, IN THE SOUTH SIDE OF SOUTHEAST 1/4
 FJ1197'OF SECTION 11, T 9 N., R 5 E., ON LAND OWNED BY THE ANDERSON
 FJ1197'FAMILY WHO LIVES 2 MILES WEST OF THE STATION.
 FJ1197'
 FJ1197'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 270 AND STATE
 FJ1197'HIGHWAY 9 AT THE NORTHWEST EDGE OF SEMINOLE, GO WEST ON
 FJ1197'STATE HIGHWAY 9 FOR 2.3 MILES TO CROSSROADS, TURN RIGHT
 FJ1197'AND GO NORTH FOR 0.95 MILE TO CROSSROADS AND THE AZIMUTH
 FJ1197'MARK ON THE LEFT, TURN LEFT AND GO WEST FOR 0.25 MILE TO
 FJ1197'THE TOP OF RISE AND THE STATION ON THE RIGHT.
 FJ1197'
 FJ1197'STATION MARS ARE STANDARD DISKS, STAMPED EARL 1957.  THE
 FJ1197'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, ROUND, CONCRETE
 FJ1197'POST WHICH PROJECTS 2 INCHES.  IT IS 42 FEET NORTH OF THE
 FJ1197'CENTER OF A GRAVELED ROAD, 15 FEET WEST OF THE CENTER OF A
 FJ1197'FARM ROAD, 5 FEET NORTHEAST OF A TELEPHONE POLE, 4 FEET
 FJ1197'SOUTH OF A FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 FJ1197'SET 3 FEET SOUTHWEST OF THE MARK.  THE UNDERGROUND MARK
 FJ1197'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 FJ1197'GROUND SURFACE.
 FJ1197'
 FJ1197'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EARL NO 1 1957,
 FJ1197'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1197'PROJECTS 4 INCHES.  IT IS 41 FEET NORTH OF THE CENTER OF
 FJ1197'GRAVEL ROAD, 15 FEET EAST OF THE CENTER OF A FARM ROAD AND
 FJ1197'2 FEET NORTH OF A FENCE.
 FJ1197'
 FJ1197'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EARL NO 2 1957,
 FJ1197'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1197'PROJECTS 6 INCHES.  IT IS 45 FEET SOUTH OF THE CENTER OF THE
 FJ1197'GRAVEL ROAD, 22 FEET WEST OF A TELEPHONE POLE, 6 FEET EAST
 FJ1197'OF A GATE AND 2 FEET NORTH OF A FENCE.
 FJ1197'
 FJ1197'AZIMUTH MARK IS A STANDARD DISK, STAMPED EARL 1957, SET IN
 FJ1197'THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1197'6 INCHES.  IT IS 48 FEET SOUTH OF THE CENTER OF A GRAVEL
 FJ1197'ROAD, 31 FEET WEST OF THE CENTER OF GRAVEL ROAD, 6 FEET
 FJ1197'NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE
 FJ1197'CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 FJ1197'EAST OF THE MARK.
 FJ1197'
 FJ1197'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1228 ***********************************************************************
 FJ1228  DESIGNATION -  EARLSBORO MUNICIPAL TANK
 FJ1228  PID         -  FJ1228
 FJ1228  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1228  COUNTRY     -  US
 FJ1228  USGS QUAD   -  EARLSBORO (2018)
 FJ1228
 FJ1228                         *CURRENT SURVEY CONTROL
 FJ1228  ______________________________________________________________________
 FJ1228* NAD 83(1993) POSITION- 35 16 21.83074(N) 096 48 09.37680(W)   ADJUSTED
 FJ1228  ______________________________________________________________________
 FJ1228  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 FJ1228  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 FJ1228  HORZ ORDER      -  THIRD
 FJ1228
 FJ1228.The horizontal coordinates were established by classical geodetic methods
 FJ1228.and adjusted by the National Geodetic Survey in November 1994.
 FJ1228
 FJ1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1228.GEOID18 height accuracy estimate available here.
 FJ1228
 FJ1228.Click photographs - Photos may exist for this station.
 FJ1228
 FJ1228.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1228
 FJ1228. The following values were computed from the NAD 83(1993) position.
 FJ1228
 FJ1228;                    North         East     Units Scale Factor Converg.
 FJ1228;SPC OK S     -   215,778.451   708,942.422   MT  1.00000802   +0 40 46.8
 FJ1228;SPC OK S     -   707,933.13  2,325,921.93   sFT  1.00000802   +0 40 46.8
 FJ1228;UTM  14      - 3,905,502.390   699,864.828   MT  1.00009231   +1 16 09.7
 FJ1228
 FJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9986405502(NAD 83)
 FJ1228
 FJ1228                          SUPERSEDED SURVEY CONTROL
 FJ1228
 FJ1228  NAD 83(1986)-  35 16 21.83564(N)    096 48 09.35778(W) AD(       ) 3
 FJ1228  NAD 27      -  35 16 21.57159(N)    096 48 08.28135(W) AD(       ) 3
 FJ1228
 FJ1228.Superseded values are not recommended for survey control.
 FJ1228
 FJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1228.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1228
 FJ1228_MARKER: 51 = TANK
 FJ1228
 FJ1228  HISTORY     - Date     Condition        Report By
 FJ1228  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1228
 FJ1228                          STATION DESCRIPTION
 FJ1228
 FJ1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1228'POINT OBSERVED UPON IS THE FINIAL OF BLACK STEEL WATER TANK,
 FJ1228'PROBABLY MUNICIPAL SUPPLY TANK.  STATION NOT VISITED.
 FJ1228'
 FJ1228'OBSERVED UPON FROM STATIONS DECKER, VARNUM, AND SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0510 ***********************************************************************
 EM0510  DESIGNATION -  EAST AXIS
 EM0510  PID         -  EM0510
 EM0510  STATE/COUNTY-  OK/GREER
 EM0510  COUNTRY     -  US
 EM0510  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0510
 EM0510                         *CURRENT SURVEY CONTROL
 EM0510  ______________________________________________________________________
 EM0510* NAD 83(1986) POSITION- 34 49 02.     (N) 099 35 25.     (W)   SCALED
 EM0510* NAVD 88 ORTHO HEIGHT -   510.584 (meters)     1675.14  (feet) ADJUSTED
 EM0510  ______________________________________________________________________
 EM0510  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 EM0510  DYNAMIC HEIGHT  -        510.037 (meters)     1673.35  (feet) COMP
 EM0510  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EM0510
 EM0510  VERT ORDER      -  SECOND    CLASS 0
 EM0510
 EM0510.The horizontal coordinates were scaled from a map and have
 EM0510.an estimated accuracy of +/- 6 seconds.
 EM0510
 EM0510.The orthometric height was determined by differential leveling and
 EM0510.adjusted by the NATIONAL GEODETIC SURVEY
 EM0510.in June 1991.
 EM0510
 EM0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0510.GEOID18 height accuracy estimate available here.
 EM0510
 EM0510.Click photographs - Photos may exist for this station.
 EM0510
 EM0510.The dynamic height is computed by dividing the NAVD 88
 EM0510.geopotential number by the normal gravity value computed on the
 EM0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0510.degrees latitude (g = 980.6199 gals.).
 EM0510
 EM0510.The modeled gravity was interpolated from observed gravity values.
 EM0510
 EM0510;                    North         East    Units  Estimated Accuracy
 EM0510;SPC OK S     -   165,750.      454,520.      MT  (+/- 180 meters Scaled)
 EM0510
 EM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD460529(NAD 83)
 EM0510
 EM0510                          SUPERSEDED SURVEY CONTROL
 EM0510
 EM0510  NGVD 29 (??/??/92)  510.375  (m)         1674.46   (f) ADJ UNCH    2 0
 EM0510
 EM0510.Superseded values are not recommended for survey control.
 EM0510
 EM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0510.See file dsdata.pdf to determine how the superseded data were derived.
 EM0510
 EM0510_MARKER: DD = SURVEY DISK
 EM0510_SETTING: 0 = UNSPECIFIED SETTING
 EM0510_MARK LOGO: USACE
 EM0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0510
 EM0510  HISTORY     - Date     Condition        Report By
 EM0510  HISTORY     - UNK      MONUMENTED       USACE
 EM0510  HISTORY     - 1961     GOOD             CGS
 EM0510
 EM0510                          STATION DESCRIPTION
 EM0510
 EM0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0510'7.8 MI SW FROM MANGUM.
 EM0510'THE MARK IS LOCATED ON MISSILE SITE RUSSELL 8, IT IS THE EAST AXIS
 EM0510'MARK FOR THE SILO AND IS EAST OF THE SILO NEAR THE EAST BOUNDARY
 EM0510'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0537 ***********************************************************************
 GJ0537  DESIGNATION -  ECK
 GJ0537  PID         -  GJ0537
 GJ0537  STATE/COUNTY-  OK/ALFALFA
 GJ0537  COUNTRY     -  US
 GJ0537  USGS QUAD   -  RINGWOOD (2018)
 GJ0537
 GJ0537                         *CURRENT SURVEY CONTROL
 GJ0537  ______________________________________________________________________
 GJ0537* NAD 83(1993) POSITION- 36 27 50.04235(N) 098 12 42.60275(W)   ADJUSTED
 GJ0537* NAVD 88 ORTHO HEIGHT -   443.5   (meters)     1455.    (feet) VERTCON3
 GJ0537  ______________________________________________________________________
 GJ0537  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 GJ0537  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 GJ0537  HORZ ORDER      -  SECOND
 GJ0537  VERT ORDER      -  THIRD ? (See Below)
 GJ0537
 GJ0537.The horizontal coordinates were established by classical geodetic methods
 GJ0537.and adjusted by the National Geodetic Survey in November 1994.
 GJ0537
 GJ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0537
 GJ0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0537.GEOID18 height accuracy estimate available here.
 GJ0537
 GJ0537.The vertical order pertains to the NGVD 29 superseded value.
 GJ0537
 GJ0537.Click photographs - Photos may exist for this station.
 GJ0537
 GJ0537.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0537
 GJ0537. The following values were computed from the NAD 83(1993) position.
 GJ0537
 GJ0537;                    North         East     Units Scale Factor Converg.
 GJ0537;SPC OK N     -   162,446.602   581,013.542   MT  0.99995875   -0 07 30.0
 GJ0537;SPC OK N     -   532,960.23  1,906,208.60   sFT  0.99995875   -0 07 30.0
 GJ0537;UTM  14      - 4,035,692.491   570,617.816   MT  0.99966144   +0 28 06.4
 GJ0537
 GJ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0537!SPC OK N     -   0.99993474  x   0.99995875  =   0.99989350
 GJ0537!UTM  14      -   0.99993474  x   0.99966144  =   0.99959620
 GJ0537
 GJ0537:                Primary Azimuth Mark                     Grid Az
 GJ0537:SPC OK N     -  ECK AZ MK                                001 22 29.0
 GJ0537:UTM  14      -  ECK AZ MK                                000 46 52.6
 GJ0537
 GJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7061735692(NAD 83)
 GJ0537
 GJ0537|---------------------------------------------------------------------|
 GJ0537| PID    Reference Object                     Distance      Geod. Az  |
 GJ0537|                                                           dddmmss.s |
 GJ0537| CK8606 ECK AZ MK                                          0011459.0 |
 GJ0537| GJ0501 GOLTRY MUNICIPAL WATER TANK         APPROX. 9.3 KM 0343529.8 |
 GJ0537| GJ0528 CARRIER FARMERS COOP NW ELEV        APPROX.17.0 KM 0843134.6 |
 GJ0537| CK8607 ECK RM 1                             14.631 METERS 09422     |
 GJ0537| CK8608 ECK RM 2                             31.693 METERS 18428     |
 GJ0537| GJ0511 HELENA STATE SCHOOL STACK           APPROX.10.9 KM 3262628.9 |
 GJ0537| GJ0510 HELENA MUNICIPAL WATER TANK         APPROX.10.4 KM 3302700.8 |
 GJ0537|---------------------------------------------------------------------|
 GJ0537
 GJ0537                          SUPERSEDED SURVEY CONTROL
 GJ0537
 GJ0537  NAD 83(1986)-  36 27 50.04712(N)    098 12 42.58972(W) AD(       ) 2
 GJ0537  NAD 27      -  36 27 49.92950(N)    098 12 41.34240(W) AD(       ) 2
 GJ0537
 GJ0537.Superseded values are not recommended for survey control.
 GJ0537
 GJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0537.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0537
 GJ0537_MARKER: DS = TRIANGULATION STATION DISK
 GJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0537_STAMPING: ECK 1951
 GJ0537_MARK LOGO: CGS
 GJ0537_PROJECTION: FLUSH
 GJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0537+STABILITY: SURFACE MOTION
 GJ0537
 GJ0537  HISTORY     - Date     Condition        Report By
 GJ0537  HISTORY     - 1951     MONUMENTED       CGS
 GJ0537
 GJ0537                          STATION DESCRIPTION
 GJ0537
 GJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0537'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF HELENA, ABOUT
 GJ0537'6.0 MILES SOUTHWEST OF GOLTRY AND ABOUT 5.0 MILES NORTH AND 2.0
 GJ0537'MILES WEST OF MENO ON THE ROAD RIGHT-OF-WAY, 26 FEET WEST OF THE
 GJ0537'CENTER OF A DIRT ROAD AND 14.5 FEET NORTHEAST OF THE FENCE CORNER
 GJ0537'IN THE NORTHEAST CORNER OF FARMYARD.  IT IS STAMPED ECK 1951 AND
 GJ0537'IS FLUSH WITH THE GROUND SURFACE.
 GJ0537'
 GJ0537'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 22 FEET EAST OF
 GJ0537'THE CENTER OF ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST
 GJ0537'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED ECK NO 1 1951 AND
 GJ0537'PROJECTS 3 INCHES.
 GJ0537'
 GJ0537'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 34 FEET WEST OF
 GJ0537'THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 GJ0537'IS STAMPED ECK NO 2 1951 AND PROJECTS 2 INCHES.
 GJ0537'
 GJ0537'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 21 FEET EAST OF THE
 GJ0537'CENTER OF ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A
 GJ0537'NORTH-SOUTH FENCE LINE.  IT IS STAMPED ECK 1951 AND PROJECTS 3
 GJ0537'INCHES.
 GJ0537'
 GJ0537'TO REACH THE STATION FROM THE POST OFFICE IN MENO, GO NORTH FOR 0.4
 GJ0537'MILE TO U. S. HIGHWAY 60, TURN RIGHT AND GO EAST ON U. S. HIGHWAY 60
 GJ0537'FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON DIRT ROAD
 GJ0537'FOR 5.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON DIRT ROAD
 GJ0537'FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 70
 GJ0537'YARDS TO STATION ON LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.4
 GJ0537'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GJ0537'
 GJ0537'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0809 ***********************************************************************
 EM0809  DESIGNATION -  EDGE
 EM0809  PID         -  EM0809
 EM0809  STATE/COUNTY-  OK/COMANCHE
 EM0809  COUNTRY     -  US
 EM0809  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0809
 EM0809                         *CURRENT SURVEY CONTROL
 EM0809  ______________________________________________________________________
 EM0809* NAD 83(1993) POSITION- 34 42 08.56760(N) 098 37 04.51604(W)   ADJUSTED
 EM0809* NAVD 88 ORTHO HEIGHT -   494.    (meters)     1621.    (feet) SCALED
 EM0809  ______________________________________________________________________
 EM0809  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 EM0809  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 EM0809  HORZ ORDER      -  THIRD
 EM0809
 EM0809.The horizontal coordinates were established by classical geodetic methods
 EM0809.and adjusted by the National Geodetic Survey in November 1994.
 EM0809
 EM0809.The orthometric height was scaled from a topographic map.
 EM0809
 EM0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0809.GEOID18 height accuracy estimate available here.
 EM0809
 EM0809.Click photographs - Photos may exist for this station.
 EM0809
 EM0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0809
 EM0809. The following values were computed from the NAD 83(1993) position.
 EM0809
 EM0809;                    North         East     Units Scale Factor Converg.
 EM0809;SPC OK S     -   152,032.859   543,391.489   MT  0.99993806   -0 21 02.7
 EM0809;SPC OK S     -   498,794.47  1,782,776.91   sFT  0.99993806   -0 21 02.7
 EM0809;UTM  14      - 3,840,105.358   534,991.191   MT  0.99961509   +0 13 03.1
 EM0809
 EM0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0809!SPC OK S     -   0.99992644  x   0.99993806  =   0.99986451
 EM0809!UTM  14      -   0.99992644  x   0.99961509  =   0.99954156
 EM0809
 EM0809:                Primary Azimuth Mark                     Grid Az
 EM0809:SPC OK S     -  LAKE 1945                                073 51 44.0
 EM0809:UTM  14      -  LAKE 1945                                073 17 38.2
 EM0809
 EM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3499140105(NAD 83)
 EM0809
 EM0809|---------------------------------------------------------------------|
 EM0809| PID    Reference Object                     Distance      Geod. Az  |
 EM0809|                                                           dddmmss.s |
 EM0809| EM0800 LAKE 1945                           APPROX. 1.7 KM 0733041.3 |
 EM0809|---------------------------------------------------------------------|
 EM0809
 EM0809                          SUPERSEDED SURVEY CONTROL
 EM0809
 EM0809  NAD 83(1986)-  34 42 08.57329(N)    098 37 04.50059(W) AD(       ) 3
 EM0809  NAD 27      -  34 42 08.31800(N)    098 37 03.27700(W) AD(       ) 3
 EM0809
 EM0809.Superseded values are not recommended for survey control.
 EM0809
 EM0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0809.See file dsdata.pdf to determine how the superseded data were derived.
 EM0809
 EM0809_MARKER: I = METAL ROD
 EM0809_SETTING: 66 = SET IN ROCK OUTCROP
 EM0809_MARK LOGO: USA
 EM0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0809
 EM0809  HISTORY     - Date     Condition        Report By
 EM0809  HISTORY     - 1945     MONUMENTED       USA
 EM0809  HISTORY     - 20000220 GOOD             LOCSUR
 EM0809
 EM0809                          STATION DESCRIPTION
 EM0809
 EM0809'DESCRIBED BY US ARMY 1945
 EM0809'ON N EDGE OF ROCKY LEDGE ON N SIDE OF MC KINLEY MT. AND ABOUT 3/4
 EM0809'MILE SE OF CACHE WYE.  MARKED BY SECTION OF 3/8 IN IRON
 EM0809'REINFORCING ROD CEMENTED IN A DEPRESSION IN ROCK OUTCROP ON
 EM0809'FIRST RIDGE E OF FERN MOUNTAIN.
 EM0809
 EM0809                          STATION RECOVERY (2000)
 EM0809
 EM0809'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0809'RECOVERED IN GOOD CONDITION.  NOTE--A METAL TARGET HAS BEEN PLACED
 EM0809'OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1003 ***********************************************************************
 EK1003  DESIGNATION -  EDGE
 EK1003  PID         -  EK1003
 EK1003  STATE/COUNTY-  OK/ATOKA
 EK1003  COUNTRY     -  US
 EK1003  USGS QUAD   -  KIOWA (2019)
 EK1003
 EK1003                         *CURRENT SURVEY CONTROL
 EK1003  ______________________________________________________________________
 EK1003* NAD 83(1993) POSITION- 34 40 02.98598(N) 095 56 15.32015(W)   ADJUSTED
 EK1003* NAVD 88 ORTHO HEIGHT -   221.10  (+/-2cm)      725.4   (feet) VERTCON3
 EK1003  ______________________________________________________________________
 EK1003  GEOID HEIGHT    -        -29.361 (meters)                     GEOID18
 EK1003  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 EK1003  HORZ ORDER      -  THIRD
 EK1003  VERT ORDER      -  THIRD ? (See Below)
 EK1003
 EK1003.The horizontal coordinates were established by classical geodetic methods
 EK1003.and adjusted by the National Geodetic Survey in November 1994.
 EK1003
 EK1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1003
 EK1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1003.GEOID18 height accuracy estimate available here.
 EK1003
 EK1003.The vertical order pertains to the NGVD 29 superseded value.
 EK1003
 EK1003.Click photographs - Photos may exist for this station.
 EK1003
 EK1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1003
 EK1003. The following values were computed from the NAD 83(1993) position.
 EK1003
 EK1003;                    North         East     Units Scale Factor Converg.
 EK1003;SPC OK S     -   149,920.957   789,007.097   MT  0.99993699   +1 10 14.4
 EK1003;SPC OK S     -   491,865.67  2,588,600.78   sFT  0.99993699   +1 10 14.4
 EK1003;UTM  15      - 3,840,097.824   230,818.369   MT  1.00049319   -1 40 19.0
 EK1003;UTM  14      - 3,840,438.906   780,623.317   MT  1.00057075   +1 44 35.1
 EK1003
 EK1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1003!SPC OK S     -   0.99996990  x   0.99993699  =   0.99990689
 EK1003!UTM  15      -   0.99996990  x   1.00049319  =   1.00046308
 EK1003!UTM  14      -   0.99996990  x   1.00057075  =   1.00054064
 EK1003
 EK1003:                Primary Azimuth Mark                     Grid Az
 EK1003:SPC OK S     -  EDGE 2 RM 4                              190 56 44.1
 EK1003:UTM  15      -  EDGE 2 RM 4                              193 47 17.5
 EK1003:UTM  14      -  EDGE 2 RM 4                              190 22 23.4
 EK1003
 EK1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3081840097(NAD 83)
 EK1003
 EK1003|---------------------------------------------------------------------|
 EK1003| PID    Reference Object                     Distance      Geod. Az  |
 EK1003|                                                           dddmmss.s |
 EK1003| CY1724 EDGE RM 1                            22.693 METERS 05518     |
 EK1003| EK1007 EDGE 2 RM 3                          33.607 METERS 07400     |
 EK1003| EK1006 EDGE 2                               40.648 METERS 11050     |
 EK1003| CY1725 EDGE RM 2                            55.352 METERS 14652     |
 EK1003| CY1723 EDGE AZ MK                                         1915232.1 |
 EK1003| EK1008 EDGE 2 RM 4                         APPROX. 0.6 KM 1920658.5 |
 EK1003|---------------------------------------------------------------------|
 EK1003
 EK1003                          SUPERSEDED SURVEY CONTROL
 EK1003
 EK1003  NAD 83(1986)-  34 40 02.99059(N)    095 56 15.31497(W) AD(       ) 3
 EK1003  NAD 27      -  34 40 02.64570(N)    095 56 14.33590(W) AD(       ) 3
 EK1003  NGVD 29             221.00   (m)          725.1    (f) LEVELING    3  
 EK1003
 EK1003.Superseded values are not recommended for survey control.
 EK1003
 EK1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1003.See file dsdata.pdf to determine how the superseded data were derived.
 EK1003
 EK1003_MARKER: DS = TRIANGULATION STATION DISK
 EK1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1003_STAMPING: EDGE 1955
 EK1003_MARK LOGO: CGS
 EK1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1003+STABILITY: SURFACE MOTION
 EK1003
 EK1003  HISTORY     - Date     Condition        Report By
 EK1003  HISTORY     - 1955     MONUMENTED       CGS
 EK1003  HISTORY     - 1976     GOOD             NGS
 EK1003
 EK1003                          STATION DESCRIPTION
 EK1003
 EK1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1003'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 69,
 EK1003'ABOUT 1 MILE SOUTH OF THE ATOKA-PITTSBURG COUNTY LINE, ABOUT
 EK1003'22 MILES AIRLINE NORTHEAST OF ATOKA, AND ABOUT 4 MILES AIRLINE
 EK1003'SOUTHWEST OF KIOWA.
 EK1003'
 EK1003'TO REACH THE STATION FROM THE POST OFFICE IN KIOWA GO EAST
 EK1003'0.3 MILE TO A CROSS ROAD.  TURN RIGHT ONTO U.S. HIGHWAY 69
 EK1003'AND GO SOUTHWEST AND SOUTH 4.3 MILES TO A WITNESS POST AND
 EK1003'THE STATION ON THE RIGHT.
 EK1003'
 EK1003'THE STATION MARK IS A STANDARD DISK STAMPED EDGE 1955 SET
 EK1003'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 EK1003'6 INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST OF A FENCE LINE,
 EK1003'6 FEET NORTHWEST OF A WITNESS POST, AND MIDWAY BETWEEN A
 EK1003'CONCRETE GRADE POST AND A CONCRETE RIGHT-OF-WAY POST.
 EK1003'
 EK1003'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EDGE NO
 EK1003'1 1955 CEMENTED IN A DRILL HOLE IN THE SOUTHWEST EDGE OF A
 EK1003'CONCRETE CULVERT.  IT IS 22 FEET WEST OF THE CENTERLINE
 EK1003'OF THE HIGHWAY.
 EK1003'
 EK1003'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EDGE NO 2
 EK1003'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EK1003'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF
 EK1003'A FENCE LINE AND 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 EK1003'
 EK1003'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 69
 EK1003'AND IS A STANDARD DISK STAMPED EDGE 1955 SET IN THE TOP OF
 EK1003'A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 EK1003'THE GROUND.  IT IS 3 FEET WEST OF A FENCE LINE, 62 FEET EAST
 EK1003'OF THE CENTERLINE OF THE HIGHWAY, AND 23 FEET NORTH OF A
 EK1003'CONCRETE RIGHT-OF-WAY POST.
 EK1003'
 EK1003'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 EK1003'HIGHWAY 69 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EK1003
 EK1003                          STATION RECOVERY (1976)
 EK1003
 EK1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EK1003'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 EK1003'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN
 EK1003'DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MAR NO. 2, WAS
 EK1003'NOT CHECKED, DUE TO A LARGE POST ON THE LINE OF SIGHT.
 EK1003'
 EK1003'THE STATION MARK, AND REFERENCE MARK NO. 1, WILL BE DESTROYED BY
 EK1003'ROAD CONSTRUCTION IN THE NEAR FUTURE.
 EK1003'
 EK1003'EDGE 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TRAVERSE
 EK1003'TIE MADE BETWEEN THE TWO STATIONS.
 EK1003'
 EK1003'POLARIS WAS OBSERVED AT THIS TIME.
 EK1003'
 EK1003'SEE DESCRIPTION TO EDGE 2 1976.
 EK1003'
 EK1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KIOWA SW 4-MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1006 ***********************************************************************
 EK1006  DESIGNATION -  EDGE 2
 EK1006  PID         -  EK1006
 EK1006  STATE/COUNTY-  OK/ATOKA
 EK1006  COUNTRY     -  US
 EK1006  USGS QUAD   -  KIOWA (2019)
 EK1006
 EK1006                         *CURRENT SURVEY CONTROL
 EK1006  ______________________________________________________________________
 EK1006* NAD 83(1993) POSITION- 34 40 02.51678(N) 095 56 13.82803(W)   ADJUSTED
 EK1006* NAVD 88 ORTHO HEIGHT -   219.49  (+/-2cm)      720.1   (feet) VERTCON3
 EK1006  ______________________________________________________________________
 EK1006  GEOID HEIGHT    -        -29.363 (meters)                     GEOID18
 EK1006  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 EK1006  HORZ ORDER      -  THIRD
 EK1006  VERT ORDER      -  THIRD ? (See Below)
 EK1006
 EK1006.The horizontal coordinates were established by classical geodetic methods
 EK1006.and adjusted by the National Geodetic Survey in November 1994.
 EK1006
 EK1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1006
 EK1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1006.GEOID18 height accuracy estimate available here.
 EK1006
 EK1006.The vertical order pertains to the NGVD 29 superseded value.
 EK1006
 EK1006.Click photographs - Photos may exist for this station.
 EK1006
 EK1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1006
 EK1006. The following values were computed from the NAD 83(1993) position.
 EK1006
 EK1006;                    North         East     Units Scale Factor Converg.
 EK1006;SPC OK S     -   149,907.278   789,045.371   MT  0.99993699   +1 10 15.2
 EK1006;SPC OK S     -   491,820.79  2,588,726.35   sFT  0.99993699   +1 10 15.2
 EK1006;UTM  15      - 3,840,082.255   230,855.939   MT  1.00049294   -1 40 18.1
 EK1006;UTM  14      - 3,840,425.602   780,661.750   MT  1.00057101   +1 44 35.9
 EK1006
 EK1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1006!SPC OK S     -   0.99997016  x   0.99993699  =   0.99990715
 EK1006!UTM  15      -   0.99997016  x   1.00049294  =   1.00046308
 EK1006!UTM  14      -   0.99997016  x   1.00057101  =   1.00054115
 EK1006
 EK1006:                Primary Azimuth Mark                     Grid Az
 EK1006:SPC OK S     -  EDGE 2 RM 4                              194 40 21.2
 EK1006:UTM  15      -  EDGE 2 RM 4                              197 30 54.5
 EK1006:UTM  14      -  EDGE 2 RM 4                              194 06 00.5
 EK1006
 EK1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3085540082(NAD 83)
 EK1006
 EK1006|---------------------------------------------------------------------|
 EK1006| PID    Reference Object                     Distance      Geod. Az  |
 EK1006|                                                           dddmmss.s |
 EK1006| CY1725 EDGE RM 2                            32.772 METERS 19344     |
 EK1006| EK1008 EDGE 2 RM 4                         APPROX. 0.6 KM 1955036.4 |
 EK1006| EK1003 EDGE                                 40.648 METERS 29050     |
 EK1006| EK1007 EDGE 2 RM 3                          24.389 METERS 34632     |
 EK1006|---------------------------------------------------------------------|
 EK1006
 EK1006                          SUPERSEDED SURVEY CONTROL
 EK1006
 EK1006  NAD 83(1986)-  34 40 02.52133(N)    095 56 13.82278(W) AD(       ) 3
 EK1006  NAD 27      -  34 40 02.17645(N)    095 56 12.84385(W) AD(       ) 3
 EK1006  NGVD 29             219.39   (m)          719.8    (f) LEVELING    3  
 EK1006
 EK1006.Superseded values are not recommended for survey control.
 EK1006
 EK1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1006.See file dsdata.pdf to determine how the superseded data were derived.
 EK1006
 EK1006_MARKER: DH = HORIZONTAL CONTROL DISK
 EK1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1006_STAMPING: EDGE 2 1976
 EK1006_MARK LOGO: NGS
 EK1006_PROJECTION: FLUSH
 EK1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1006+STABILITY: SURFACE MOTION
 EK1006
 EK1006  HISTORY     - Date     Condition        Report By
 EK1006  HISTORY     - 1976     MONUMENTED       NGS
 EK1006
 EK1006                          STATION DESCRIPTION
 EK1006
 EK1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EK1006'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF CHOCKIE,
 EK1006'ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF KIOWA, 1 MILE SOUTH OF THE
 EK1006'ATOKA-PITTSBURG COUNTY-LINE AND ON THE EAST SIDE OF U.S. HIGHWAY
 EK1006'69.
 EK1006'
 EK1006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 EK1006'STATE HIGHWAY 63 IN KIOWA.  GO SOUTHERLY ON U.S. HIGHWAY 69 FOR
 EK1006'3.5 MILES TO RAILROAD UNDER-PASS AND COUNTY LINE, CONTINUE
 EK1006'SOUTHERLY ON U.S. HIGHWAY 69 FOR 1.0 MILE TO STATION ON THE LEFT.
 EK1006'
 EK1006'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 EK1006'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED EDGE 2 1976.
 EK1006'IT IS 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CULVERT, 62 FEET
 EK1006'EAST OF THE CENTER-LINE OF HIGHWAY, 22 FEET SOUTH OF THE SOUTH
 EK1006'END OF A GATE, 5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 3.6
 EK1006'FEET WEST OF FENCE-LINE AND METAL WITNESS POST AND IS EAST
 EK1006'ACROSS THE HIGHWAY FROM GATE AND TRACK ROAD LEADING WESTERLY UP
 EK1006'SLOPE OF RIDGE.
 EK1006'
 EK1006'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE POST, THAT PROJECTS
 EK1006'ABOUT 6-INCHES AND IS STAMPED EDGE 2 1955.  IT IS 102 FEET SOUTH OF
 EK1006'A TELEPHONE POLE, 65 FEET EAST OF THE CENTER-LINE OF HIGHWAY AND
 EK1006'1.6 FEET WEST OF FENCE-LINE AND METAL WITNESS POST.
 EK1006'
 EK1006'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, AT
 EK1006'THE SOUTHEAST END OF THE EAST HEADWALL OF CONCRETE CULVERT AND IS
 EK1006'STAMPED EDGE 2 NO 3 1976.  IT IS 23 FEET EAST OF THE CENTER-LINE
 EK1006'OF HIGHWAY.
 EK1006'
 EK1006'REFERENCE MARK NO. 4 AZ IS A STANDARD DISK, SET IN A DRILL HOLE,
 EK1006'AT THE NORTHEAST END OF THE EAST HEADWALL OF CONCRETE CULVERT AND
 EK1006'IS STAMPED EDGE 2 NO 4 1976 AZI.  IT IS 24 FEET EAST OF THE
 EK1006'CENTER-LINE OF HIGHWAY.
 EK1006'
 EK1006'NEAREST TOWN--KIOWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1007 ***********************************************************************
 EK1007  DESIGNATION -  EDGE 2 RM 3
 EK1007  PID         -  EK1007
 EK1007  STATE/COUNTY-  OK/ATOKA
 EK1007  COUNTRY     -  US
 EK1007  USGS QUAD   -  KIOWA (2019)
 EK1007
 EK1007                         *CURRENT SURVEY CONTROL
 EK1007  ______________________________________________________________________
 EK1007* NAD 83(1993) POSITION- 34 40 03.28645(N) 095 56 14.05123(W)   ADJUSTED
 EK1007* NAVD 88 ORTHO HEIGHT -   220.52  (+/-2cm)      723.5   (feet) VERTCON3
 EK1007  ______________________________________________________________________
 EK1007  GEOID HEIGHT    -        -29.362 (meters)                     GEOID18
 EK1007  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC18
 EK1007  HORZ ORDER      -  THIRD
 EK1007  VERT ORDER      -  THIRD ? (See Below)
 EK1007
 EK1007.The horizontal coordinates were established by classical geodetic methods
 EK1007.and adjusted by the National Geodetic Survey in November 1994.
 EK1007
 EK1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1007
 EK1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1007.GEOID18 height accuracy estimate available here.
 EK1007
 EK1007.The vertical order pertains to the NGVD 29 superseded value.
 EK1007
 EK1007.Click photographs - Photos may exist for this station.
 EK1007
 EK1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1007
 EK1007. The following values were computed from the NAD 83(1993) position.
 EK1007
 EK1007;                    North         East     Units Scale Factor Converg.
 EK1007;SPC OK S     -   149,930.873   789,039.205   MT  0.99993700   +1 10 15.1
 EK1007;SPC OK S     -   491,898.21  2,588,706.13   sFT  0.99993700   +1 10 15.1
 EK1007;UTM  15      - 3,840,106.140   230,850.948   MT  1.00049297   -1 40 18.3
 EK1007;UTM  14      - 3,840,449.149   780,655.345   MT  1.00057097   +1 44 35.8
 EK1007
 EK1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1007!SPC OK S     -   0.99996999  x   0.99993700  =   0.99990700
 EK1007!UTM  15      -   0.99996999  x   1.00049297  =   1.00046295
 EK1007!UTM  14      -   0.99996999  x   1.00057097  =   1.00054095
 EK1007
 EK1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3085040106(NAD 83)
 EK1007
 EK1007|---------------------------------------------------------------------|
 EK1007| PID    Reference Object                     Distance      Geod. Az  |
 EK1007|                                                           dddmmss.s |
 EK1007| EK1006 EDGE 2                               24.389 METERS 16632     |
 EK1007| EK1003 EDGE                                 33.607 METERS 25400     |
 EK1007|---------------------------------------------------------------------|
 EK1007
 EK1007                          SUPERSEDED SURVEY CONTROL
 EK1007
 EK1007  NAD 83(1986)-  34 40 03.29109(N)    095 56 14.04602(W) AD(       ) 3
 EK1007  NAD 27      -  34 40 02.94614(N)    095 56 13.06701(W) AD(       ) 3
 EK1007  NGVD 29             220.42   (m)          723.2    (f) LEVELING    3  
 EK1007
 EK1007.Superseded values are not recommended for survey control.
 EK1007
 EK1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1007.See file dsdata.pdf to determine how the superseded data were derived.
 EK1007
 EK1007_MARKER: DR = REFERENCE MARK DISK
 EK1007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK1007_SP_SET: CULVERT HEADWALL
 EK1007_STAMPING: EDGE 2 NO 3 1976
 EK1007_MARK LOGO: NGS
 EK1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1007+STABILITY: SURFACE MOTION
 EK1007
 EK1007  HISTORY     - Date     Condition        Report By
 EK1007  HISTORY     - 1976     MONUMENTED       NGS
 EK1007
 EK1007                          STATION DESCRIPTION
 EK1007
 EK1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EK1007'THE STATION EDGE 2 IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 EK1007'CHOCKIE, ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF KIOWA, 1 MILE SOUTH OF
 EK1007'THE ATOKA-PITTSBURG COUNTY-LINE AND ON THE EAST SIDE OF U.S. HIGHWAY
 EK1007'69.
 EK1007'
 EK1007'TO REACH THE STATION EDGE 2 FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 EK1007'STATE HIGHWAY 63 IN KIOWA.  GO SOUTHERLY ON U.S. HIGHWAY 69 FOR
 EK1007'3.5 MILES TO RAILROAD UNDER-PASS AND COUNTY LINE, CONTINUE
 EK1007'SOUTHERLY ON U.S. HIGHWAY 69 FOR 1.0 MILE TO STATION ON THE LEFT.
 EK1007'
 EK1007'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, AT
 EK1007'THE SOUTHEAST END OF THE EAST HEADWALL OF CONCRETE CULVERT AND
 EK1007'IS STAMPED EDGE 2 NO 3 1976.  IT IS 23 FEET EAST OF THE CENTER-LINE
 EK1007'OF HIGHWAY.
 EK1007'
 EK1007'NEAREST TOWN--KIOWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1008 ***********************************************************************
 EK1008  DESIGNATION -  EDGE 2 RM 4
 EK1008  PID         -  EK1008
 EK1008  STATE/COUNTY-  OK/ATOKA
 EK1008  COUNTRY     -  US
 EK1008  USGS QUAD   -  KIOWA (2019)
 EK1008
 EK1008                         *CURRENT SURVEY CONTROL
 EK1008  ______________________________________________________________________
 EK1008* NAD 83(1993) POSITION- 34 39 43.22024(N) 095 56 20.45559(W)   ADJUSTED
 EK1008* NAVD 88 ORTHO HEIGHT -   214.20  (+/-2cm)      702.8   (feet) VERTCON3
 EK1008  ______________________________________________________________________
 EK1008  GEOID HEIGHT    -        -29.352 (meters)                     GEOID18
 EK1008  LAPLACE CORR    -         -7.09  (seconds)                    DEFLEC18
 EK1008  HORZ ORDER      -  THIRD
 EK1008  VERT ORDER      -  THIRD ? (See Below)
 EK1008
 EK1008.The horizontal coordinates were established by classical geodetic methods
 EK1008.and adjusted by the National Geodetic Survey in November 1994.
 EK1008
 EK1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1008
 EK1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1008.GEOID18 height accuracy estimate available here.
 EK1008
 EK1008.The vertical order pertains to the NGVD 29 superseded value.
 EK1008
 EK1008.Click photographs - Photos may exist for this station.
 EK1008
 EK1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1008
 EK1008. The following values were computed from the NAD 83(1993) position.
 EK1008
 EK1008;                    North         East     Units Scale Factor Converg.
 EK1008;SPC OK S     -   149,309.368   788,888.818   MT  0.99993686   +1 10 11.5
 EK1008;SPC OK S     -   489,859.15  2,588,212.73   sFT  0.99993686   +1 10 11.5
 EK1008;UTM  15      - 3,839,492.516   230,669.825   MT  1.00049418   -1 40 21.1
 EK1008;UTM  14      - 3,839,825.778   780,511.082   MT  1.00056997   +1 44 31.3
 EK1008
 EK1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1008!SPC OK S     -   0.99997098  x   0.99993686  =   0.99990785
 EK1008!UTM  15      -   0.99997098  x   1.00049418  =   1.00046515
 EK1008!UTM  14      -   0.99997098  x   1.00056997  =   1.00054094
 EK1008
 EK1008:                Primary Azimuth Mark                     Grid Az
 EK1008:SPC OK S     -  EDGE 2                                   014 40 21.1
 EK1008:UTM  15      -  EDGE 2                                   017 30 53.7
 EK1008:UTM  14      -  EDGE 2                                   014 06 01.3
 EK1008
 EK1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3066939492(NAD 83)
 EK1008
 EK1008|---------------------------------------------------------------------|
 EK1008| PID    Reference Object                     Distance      Geod. Az  |
 EK1008|                                                           dddmmss.s |
 EK1008| EK1003 EDGE                                APPROX. 0.6 KM 0120655.6 |
 EK1008| EK1006 EDGE 2                              APPROX. 0.6 KM 0155032.6 |
 EK1008|---------------------------------------------------------------------|
 EK1008
 EK1008                          SUPERSEDED SURVEY CONTROL
 EK1008
 EK1008  NAD 83(1986)-  34 39 43.22483(N)    095 56 20.45053(W) AD(       ) 3
 EK1008  NAD 27      -  34 39 42.87963(N)    095 56 19.47199(W) AD(       ) 3
 EK1008  NGVD 29             214.10   (m)          702.4    (f) LEVELING    3  
 EK1008
 EK1008.Superseded values are not recommended for survey control.
 EK1008
 EK1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1008.See file dsdata.pdf to determine how the superseded data were derived.
 EK1008
 EK1008_MARKER: DR = REFERENCE MARK DISK
 EK1008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK1008_SP_SET: CULVERT HEADWALL
 EK1008_STAMPING: EDGE 2 NO 4 1976
 EK1008_MARK LOGO: NGS
 EK1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1008+STABILITY: SURFACE MOTION
 EK1008
 EK1008  HISTORY     - Date     Condition        Report By
 EK1008  HISTORY     - 1976     MONUMENTED       NGS
 EK1008
 EK1008                          STATION DESCRIPTION
 EK1008
 EK1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EK1008'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF CHOCKIE,
 EK1008'ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF KIOWA.
 EK1008'
 EK1008'TO REACH THE STATION EDGE 2 FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 EK1008'STATE HIGHWAY 63 IN KIOWA.  GO SOUTHERLY ON U.S. HIGHWAY 69.
 EK1008'
 EK1008'REFERENCE MARK NO. 4 AZ IS A STANDARD DISK, SET IN A DRILL
 EK1008'HOLE, AT THE NORTHEAST END OF THE EAST HEADWALL OF CONCRETE
 EK1008'CULVERT AND IS STAMPED EDGE 2 NO 4 1976 AZI.  IT IS 24 FEET EAST
 EK1008'OF THE CENTER-LINE OF HIGHWAY.
 EK1008'
 EK1008'NEAREST TOWN--KIOWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0277 ***********************************************************************
 FJ0277  DESIGNATION -  EDMOND
 FJ0277  PID         -  FJ0277
 FJ0277  STATE/COUNTY-  OK/OKLAHOMA
 FJ0277  COUNTRY     -  US
 FJ0277  USGS QUAD   -  EDMOND (2018)
 FJ0277
 FJ0277                         *CURRENT SURVEY CONTROL
 FJ0277  ______________________________________________________________________
 FJ0277* NAD 83(1986) POSITION- 35 39 15.     (N) 097 28 48.     (W)   SCALED
 FJ0277* NAVD 88 ORTHO HEIGHT -   366.003 (meters)     1200.79  (feet) ADJUSTED
 FJ0277  ______________________________________________________________________
 FJ0277  GEOID HEIGHT    -        -27.266 (meters)                     GEOID18
 FJ0277  DYNAMIC HEIGHT  -        365.659 (meters)     1199.67  (feet) COMP
 FJ0277  MODELED GRAVITY -    979,683.7   (mgal)                       NAVD 88
 FJ0277
 FJ0277  VERT ORDER      -  SECOND    CLASS 0
 FJ0277
 FJ0277.The horizontal coordinates were scaled from a map and have
 FJ0277.an estimated accuracy of +/- 6 seconds.
 FJ0277
 FJ0277.The orthometric height was determined by differential leveling and
 FJ0277.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0277.in August 1994.
 FJ0277
 FJ0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0277.GEOID18 height accuracy estimate available here.
 FJ0277
 FJ0277.Click photographs - Photos may exist for this station.
 FJ0277
 FJ0277.The dynamic height is computed by dividing the NAVD 88
 FJ0277.geopotential number by the normal gravity value computed on the
 FJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0277.degrees latitude (g = 980.6199 gals.).
 FJ0277
 FJ0277.The modeled gravity was interpolated from observed gravity values.
 FJ0277
 FJ0277;                    North         East    Units  Estimated Accuracy
 FJ0277;SPC OK N     -    72,710.      647,090.      MT  (+/- 180 meters Scaled)
 FJ0277
 FJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE375466(NAD 83)
 FJ0277
 FJ0277                          SUPERSEDED SURVEY CONTROL
 FJ0277
 FJ0277  NAVD 88 (06/15/91)  366.036  (m)         1200.90   (f) SUPERSEDED  2 0
 FJ0277  NGVD 29 (??/??/92)  365.898  (m)         1200.45   (f) ADJ UNCH    2 0
 FJ0277
 FJ0277.Superseded values are not recommended for survey control.
 FJ0277
 FJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0277.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0277
 FJ0277_MARKER: DB = BENCH MARK DISK
 FJ0277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0277_SP_SET: STEP
 FJ0277_STAMPING: EDMOND 1934
 FJ0277_MARK LOGO: CGS
 FJ0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0277
 FJ0277  HISTORY     - Date     Condition        Report By
 FJ0277  HISTORY     - 1934     MONUMENTED       CGS
 FJ0277  HISTORY     - 20021025 MARK NOT FOUND   JCLS
 FJ0277
 FJ0277                          STATION DESCRIPTION
 FJ0277
 FJ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0277'AT EDMOND.
 FJ0277'AT EDMOND, OKLAHOMA COUNTY, AT THE CITY HALL, AT THE SOUTH
 FJ0277'ENTRANCE, IN THE TOP OF THE EAST END OF THE FIRST STEP, 1.2 FEET
 FJ0277'WEST OF THE EAST END OF THE STEP, 47.4 FEET NORTH OF THE NORTH
 FJ0277'SIDE OF THE FIRST STREET SIDEWALK, 8.5 FEET SOUTHEAST OF THE
 FJ0277'MIDDLE OF THE SOUTH ENTRANCE DOOR, AND ABOUT 1/2 FOOT ABOVE THE
 FJ0277'WALK.  A STANDARD DISK, STAMPED EDMOND 1934.
 FJ0277
 FJ0277                          STATION RECOVERY (2002)
 FJ0277
 FJ0277'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ0277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0869 ***********************************************************************
 FJ0869  DESIGNATION -  EDMOND RODKEY ELEV ROD
 FJ0869  PID         -  FJ0869
 FJ0869  STATE/COUNTY-  OK/OKLAHOMA
 FJ0869  COUNTRY     -  US
 FJ0869  USGS QUAD   -  EDMOND (2018)
 FJ0869
 FJ0869                         *CURRENT SURVEY CONTROL
 FJ0869  ______________________________________________________________________
 FJ0869* NAD 83(1993) POSITION- 35 39 08.99067(N) 097 29 03.33449(W)   ADJUSTED
 FJ0869  ______________________________________________________________________
 FJ0869  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 FJ0869  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 FJ0869  HORZ ORDER      -  THIRD
 FJ0869
 FJ0869.The horizontal coordinates were established by classical geodetic methods
 FJ0869.and adjusted by the National Geodetic Survey in November 1994.
 FJ0869
 FJ0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0869.GEOID18 height accuracy estimate available here.
 FJ0869
 FJ0869.Click photographs - Photos may exist for this station.
 FJ0869
 FJ0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0869
 FJ0869. The following values were computed from the NAD 83(1993) position.
 FJ0869
 FJ0869;                    North         East     Units Scale Factor Converg.
 FJ0869;SPC OK N     -    72,520.567   646,703.312   MT  0.99998553   +0 18 15.7
 FJ0869;SPC OK N     -   237,927.89  2,121,725.78   sFT  0.99998553   +0 18 15.7
 FJ0869;UTM  14      - 3,946,464.474   637,212.066   MT  0.99983200   +0 53 01.0
 FJ0869
 FJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3721246464(NAD 83)
 FJ0869
 FJ0869                          SUPERSEDED SURVEY CONTROL
 FJ0869
 FJ0869  NAD 83(1986)-  35 39 08.99735(N)    097 29 03.31762(W) AD(       ) 3
 FJ0869  NAD 27      -  35 39 08.80490(N)    097 29 02.16842(W) AD(       ) 3
 FJ0869
 FJ0869.Superseded values are not recommended for survey control.
 FJ0869
 FJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0869.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0869
 FJ0869_MARKER: 84 = LIGHTNING ROD
 FJ0869
 FJ0869  HISTORY     - Date     Condition        Report By
 FJ0869  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0869
 FJ0869                          STATION DESCRIPTION
 FJ0869
 FJ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0869'THE STATION IS LIGHTNING ROD AT THE CENTER OF THE SOUTH END
 FJ0869'OF THE HEAD HOUSE OF THE SOUTHMOST ONE OF TWO LARGE CONCRETE
 FJ0869'ELEVATORS IN THE SOUTHWEST PART OF EDMOND.  THE ELEVATOR, 119
 FJ0869'FEET HIGH, IS 1 BLOCK SOUTH OF THE SANTA FE RAILROAD DEPOT, AND
 FJ0869'IS OPERATED BY THE EAGLE MILLING CO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0874 ***********************************************************************
 FJ0874  DESIGNATION -  EDMOND STATE HWY PATROL MAST
 FJ0874  PID         -  FJ0874
 FJ0874  STATE/COUNTY-  OK/OKLAHOMA
 FJ0874  COUNTRY     -  US
 FJ0874  USGS QUAD   -  EDMOND (2018)
 FJ0874
 FJ0874                         *CURRENT SURVEY CONTROL
 FJ0874  ______________________________________________________________________
 FJ0874* NAD 83(1993) POSITION- 35 37 31.87738(N) 097 28 53.21883(W)   ADJUSTED
 FJ0874  ______________________________________________________________________
 FJ0874  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 FJ0874  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 FJ0874  HORZ ORDER      -  THIRD
 FJ0874
 FJ0874.The horizontal coordinates were established by classical geodetic methods
 FJ0874.and adjusted by the National Geodetic Survey in November 1994.
 FJ0874
 FJ0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0874.GEOID18 height accuracy estimate available here.
 FJ0874
 FJ0874.Click photographs - Photos may exist for this station.
 FJ0874
 FJ0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0874
 FJ0874. The following values were computed from the NAD 83(1993) position.
 FJ0874
 FJ0874;                    North         East     Units Scale Factor Converg.
 FJ0874;SPC OK N     -    69,528.962   646,973.749   MT  0.99998984   +0 18 21.7
 FJ0874;SPC OK N     -   228,112.94  2,122,613.04   sFT  0.99998984   +0 18 21.7
 FJ0874;UTM  14      - 3,943,476.217   637,512.671   MT  0.99983302   +0 53 04.8
 FJ0874
 FJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3751243476(NAD 83)
 FJ0874
 FJ0874                          SUPERSEDED SURVEY CONTROL
 FJ0874
 FJ0874  NAD 83(1986)-  35 37 31.88393(N)    097 28 53.20201(W) AD(       ) 3
 FJ0874  NAD 27      -  35 37 31.69839(N)    097 28 52.05789(W) AD(       ) 3
 FJ0874
 FJ0874.Superseded values are not recommended for survey control.
 FJ0874
 FJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0874.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0874
 FJ0874_MARKER: 42 = RADIO/TV MAST
 FJ0874
 FJ0874  HISTORY     - Date     Condition        Report By
 FJ0874  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0874
 FJ0874                          STATION DESCRIPTION
 FJ0874
 FJ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0874'THE STATION IS THE TOP OF THE 300 FOOT TOWER.  IT IS A STEEL
 FJ0874'FRAMEWORK OF THREE SIDES AND IS PAINTED RED AND WHITE.
 FJ0874'
 FJ0874'THE TOWER IS LOCATED AT THE STATE HIGHWAY PATROL OFFICE, 1.3 MILES
 FJ0874'SOUTH OF EDMOND, ON U.S. HIGHWAYS 66 AND 77.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0871 ***********************************************************************
 FJ0871  DESIGNATION -  EDMONDS
 FJ0871  PID         -  FJ0871
 FJ0871  STATE/COUNTY-  OK/OKLAHOMA
 FJ0871  COUNTRY     -  US
 FJ0871  USGS QUAD   -  EDMOND (2018)
 FJ0871
 FJ0871                         *CURRENT SURVEY CONTROL
 FJ0871  ______________________________________________________________________
 FJ0871* NAD 83(1993) POSITION- 35 39 32.37750(N) 097 27 57.12407(W)   ADJUSTED
 FJ0871* NAVD 88 ORTHO HEIGHT -   373.2   (meters)     1224.    (feet) VERTCON3
 FJ0871  ______________________________________________________________________
 FJ0871  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 FJ0871  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 FJ0871  HORZ ORDER      -  FIRST
 FJ0871
 FJ0871.The horizontal coordinates were established by classical geodetic methods
 FJ0871.and adjusted by the National Geodetic Survey in November 1994.
 FJ0871
 FJ0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0871
 FJ0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0871.GEOID18 height accuracy estimate available here.
 FJ0871
 FJ0871.Click photographs - Photos may exist for this station.
 FJ0871
 FJ0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0871
 FJ0871. The following values were computed from the NAD 83(1993) position.
 FJ0871
 FJ0871;                    North         East     Units Scale Factor Converg.
 FJ0871;SPC OK N     -    73,250.337   648,364.814   MT  0.99998453   +0 18 54.8
 FJ0871;SPC OK N     -   240,322.15  2,127,176.89   sFT  0.99998453   +0 18 54.8
 FJ0871;UTM  14      - 3,947,210.891   638,865.856   MT  0.99983763   +0 53 40.1
 FJ0871
 FJ0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0871!SPC OK N     -   0.99994571  x   0.99998453  =   0.99993024
 FJ0871!UTM  14      -   0.99994571  x   0.99983763  =   0.99978335
 FJ0871
 FJ0871:                Primary Azimuth Mark                     Grid Az
 FJ0871:SPC OK N     -  EDMONDS COLLEGE DOME                     250 36 35.7
 FJ0871:UTM  14      -  EDMONDS COLLEGE DOME                     250 01 50.4
 FJ0871
 FJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3886547210(NAD 83)
 FJ0871
 FJ0871|---------------------------------------------------------------------|
 FJ0871| PID    Reference Object                     Distance      Geod. Az  |
 FJ0871|                                                           dddmmss.s |
 FJ0871| FJ0887 GUTHRIE ST JOSEPH CH E SPIRE        APPROX.23.5 KM 0004015.8 |
 FJ0871| FJ0892 GUTHRIE STANDPIPE                   APPROX.24.7 KM 0112833.4 |
 FJ0871| CL5116 EDMONDS RM                           79.402 METERS 08312     |
 FJ0871| CL5117 EDMONDS RM RESET                                   08313     |
 FJ0871| FJ1001 HOUSE WITH SQUARE ROOF CHIMNEY      APPROX.18.6 KM 1762805.6 |
 FJ0871| FJ0873 EDMONDS COLLEGE DOME                APPROX. 0.8 KM 2505530.5 |
 FJ0871|---------------------------------------------------------------------|
 FJ0871
 FJ0871                          SUPERSEDED SURVEY CONTROL
 FJ0871
 FJ0871  NAD 83(1986)-  35 39 32.38392(N)    097 27 57.10747(W) AD(       ) 1
 FJ0871  NAD 27      -  35 39 32.18864(N)    097 27 55.96715(W) AD(       ) 1
 FJ0871  USSD        -  35 39 32.11100(N)    097 27 56.29200(W) AD(       ) 3
 FJ0871  NGVD 29 (07/19/86)  373.1    (m)         1224.     (f) VERT ANG       
 FJ0871
 FJ0871.Superseded values are not recommended for survey control.
 FJ0871
 FJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0871.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0871
 FJ0871_MARKER: N = NAIL
 FJ0871_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FJ0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0871
 FJ0871  HISTORY     - Date     Condition        Report By
 FJ0871  HISTORY     - 1902     MONUMENTED       CGS
 FJ0871  HISTORY     - 1934     MARK NOT FOUND   CGS
 FJ0871  HISTORY     - 1935     MARK NOT FOUND   CGS
 FJ0871  HISTORY     - 1937     GOOD             CGS
 FJ0871  HISTORY     - 1937     GOOD             CGS
 FJ0871  HISTORY     - 1947     GOOD             CGS
 FJ0871  HISTORY     - 1954     SEE DESCRIPTION  CGS
 FJ0871
 FJ0871                          STATION DESCRIPTION
 FJ0871
 FJ0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 FJ0871'AT NORTHEAST OUTSKIRTS OF EDMONDS, NEAR CENTER OF SEC.
 FJ0871'25, T. 14 N., R. 3 W., ON LAND OWNED IN 1902 BY PETE WILDERSON,
 FJ0871'AT EAST EDGE OF CULTIVATED LAND ABOUT 100 METERS (328 FEET)
 FJ0871'NORTH-NORTHWEST OF HIGHEST GROUND, AND 119.60 METERS (392.4
 FJ0871'FEET) SOUTH OF EAST-AND-WEST FENCE RUNNING TO THE QUARTER-SECTION
 FJ0871'CORNER.  SURFACE AND UNDERGROUND MARKS ARE NAILS IN THE CENTER
 FJ0871'OF TERRA-COTTA PIPES 4 INCHES IN DIAMETER AND 2 FEET LONG,
 FJ0871'FILLED WITH CONCRETE AND SET IN CONCRETE.  THE UNDERGROUND
 FJ0871'MARK IS 2 FEET BELOW SURFACE OF GROUND.  REFERENCE MARK IS
 FJ0871'NAIL IN THE CENTER OF A TERRA-COTTA PIPE FILLED WITH
 FJ0871'CONCRETE AND SET IN A BLOCK OF CONCRETE 1 FOOT IN DIAMETER,
 FJ0871'IN NORTH-AND-SOUTH FENCE, 79.402 METERS (260.50
 FJ0871'FEET) FROM STATION, N 83 DEG 11 MIN 37 SEC E.  OTHER
 FJ0871'DISTANCES AND AZIMUTHS FROM STATION ARE- CENTER OF SECTION 25,
 FJ0871'334.83 METERS (1,098.5 FEET), N 69 DEG 17 MIN 10 SEC W.  EDMONDS
 FJ0871'COLLEGE, DOME 755.6 METERS (2,479 FEET), S 70 DEG 55 MIN 32
 FJ0871'SEC W, CATHOLIC CHURCH, CROSS ON SPIRE, S 63 DEG 29 MIN 29
 FJ0871'SEC W, AND WINDMILL AT JOHN ENTERLINES HOUSE, S 43 DEG 21 MIN
 FJ0871'44 SEC W.
 FJ0871
 FJ0871                          STATION RECOVERY (1934)
 FJ0871
 FJ0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ0871'STATION WAS NOT RECOVERED.  ACCORDING TO INFORMATION OBTAINED
 FJ0871'FROM MR. HUFFMAN WHO HAD SEEN THE TOWER WHEN STANDING, THE
 FJ0871'LOCATION SEEMS TO BE A LITTLE EAST OF NORTH OF THE HIGHEST
 FJ0871'GROUND.  THAT PART HAS BEEN DIVIDED INTO TOWN LOTS BUT IS STILL
 FJ0871'VACANT, AND IS IN CULTIVATION JUST ABOUT THE SAME AS WHEN THE
 FJ0871'STATION WAS SET.  THE FENCES ARE GONE AND THE OWNERSHIP
 FJ0871'OF THE LAND HAS CHANGED SINCE IT WAS SOLD INTO TOWN LOTS.
 FJ0871'TWO HOURS OF SOUNDING THE GROUND TO A DEPTH OF 30 INCHES
 FJ0871'FAILED TO LOCATE THE MARK.
 FJ0871'
 FJ0871'THE REFERENCE MARK WAS RECOVERED ON ITS SIDE AND HALF OUT OF THE
 FJ0871'GROUND, POSSIBLE CLOSE TO THE ORIGINAL LOCATION.  CENTER
 FJ0871'SECTION 25, NOT RECOVERED.  CATHOLIC CHURCH, CROSS ON SPIRE,
 FJ0871'GOOD.  JOHN ENTERLINES WIND MILL, GONE.
 FJ0871
 FJ0871                          STATION RECOVERY (1935)
 FJ0871
 FJ0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FJ0871'THIS STATION SITE WAS VISITED AND A CONSIDERABLE AMOUNT
 FJ0871'OF DIGGING WAS DONE, BUT STATION MARK WAS NOT RECOVERED AND
 FJ0871'IT IS THOUGHT THAT IT HAS BEEN REMOVED BY CULTIVATION.  REFERENCE
 FJ0871'MARK WAS FOUND, PARTLY OUT OF THE GROUND, BUT NO DOUBT VERY
 FJ0871'NEAR ITS ORIGINAL LOCATION.  A MEASUREMENT AND MAGNETIC
 FJ0871'BEARING WERE TAKEN FROM THE REFERENCE TO A POINT IN THE
 FJ0871'CULTIVATED FIELD AND DIGGING DID NOT RECOVER THE OLD STATION.
 FJ0871'
 FJ0871'IT IS THOUGHT THAT THE UNDERGROUND MARK OF 1902 IS STILL
 FJ0871'IN THE GROUND, BUT ONLY RECOVERABLE BY AN EXTENSIVE DIGGING
 FJ0871'OPERATION OR LOCATION OF A NEW STATION.
 FJ0871
 FJ0871                          STATION RECOVERY (1937)
 FJ0871
 FJ0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 FJ0871'STATION MARK WAS RECOVERED.  SURFACE MARK IS IN PLACE, ABOUT
 FJ0871'6 INCHES BELOW THE SURFACE OF THE GROUND.  ONE SIDE OF THE TOP
 FJ0871'OF THE MARK HAS BEEN BROKEN OFF, LEAVING THE NAIL EXPOSED
 FJ0871'ABOUT 1/2 INCH, AND BENT OVER.  THE REFERENCE MARK
 FJ0871'WAS FOUND DUG UP AND THROWN ASIDE.  AFTER RECOVERING THE STATION,
 FJ0871'THE REFERENCE MARK WAS RESET AS NEARLY AS POSSIBLE IN ITS
 FJ0871'ORIGINAL POSITION.
 FJ0871'
 FJ0871'TO REACH FROM EDMOND, FROM THE CORNER WHERE U.S. HIGHWAY 66
 FJ0871'TURNS FROM NORTH TO EAST, GO EAST ON THE HIGHWAY 0.85 MILE TO A
 FJ0871'ROAD LEADING NORTH, JUST OVER THE TOP OF A SMALL HILL.  FOLLOW
 FJ0871'THIS ROAD NORTH 0.4 MILE TO CROSSROADS IN A SUBDIVISION.
 FJ0871'THE STATION IS 44 PACES NORTH OF THIS CROSSROADS, 17 PACES
 FJ0871'WEST OF THE CENTER OF AN UNUSED GRADE LEADING NORTH, 10 PACES
 FJ0871'WEST OF A TRIANGULAR TRENCH AND MOUND ON WEST SIDE OF THIS
 FJ0871'GRADE, AND 1 METER WEST OF THE EAST EDGE OF CULTIVATED LAND.
 FJ0871'A BUCKET WAS PLACED OVER THE MARK, AND EXTENDS ABOVE THE
 FJ0871'SURFACE.
 FJ0871'
 FJ0871'REFERENCE MARK IS AT THE WEST EDGE OF A WAGON TRAIL LEADING
 FJ0871'NORTHEAST FROM THE CROSSROADS, AND NEAR SOME OUTCROPPING
 FJ0871'ROCKS.  THE MEASUREMENT TO THE REFERENCE MARK IS ROUGH, AND ALONG
 FJ0871'THE GROUND.  THE REFERENCE MARK IS VERY SMALL, AND UNFIT FOR A
 FJ0871'PERMANENT MARK.
 FJ0871
 FJ0871                          STATION RECOVERY (1937)
 FJ0871
 FJ0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 FJ0871'STATION WAS RECOVERED AS DESCRIBED BY W.M. IN 1937.
 FJ0871
 FJ0871                          STATION RECOVERY (1947)
 FJ0871
 FJ0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FJ0871'STATION WAS RECOVERED.  A REVISED DESCRIPTION FOLLOWS-
 FJ0871'
 FJ0871'STATION IS IN THE NE PART OF EDMONDS, ABOUT 44 YARDS N OF THE
 FJ0871'CENTER LINE OF EAST BYERS, 17 YARDS W OF THE CENTER LINE OF
 FJ0871'BLACKWELDER.  IN A VACANT LOT WHICH IS ACROSS THE STREET,
 FJ0871'TO THE N, FROM A LARGE, WHITE COLONIAL HOUSE.
 FJ0871'
 FJ0871'THE UNDERGROUND MARK IS DESCRIBED AS A NAIL IN THE CENTER OF
 FJ0871'A CONCRETE-FILLED TERRA-COTTA PIPE 4 INCHES IN DIAMETER AND
 FJ0871'SURROUNDED WITH CONCRETE.  IT IS 2 FEET BELOW THE SURFACE.
 FJ0871'THE SURFACE MARK IS A NAIL SET IN THE CENTER OF A CONCRETE-FILLED
 FJ0871'TERRA-COTTA PIPE 4 INCHES IN DIAMETER AND SURROUNDED WITH
 FJ0871'CONCRETE (A BLOCK) ABOUT 1 FOOT IN DIAMETER.  IT IS ABOUT 6
 FJ0871'INCHES BELOW THE SURFACE AND THE N SIDE HAS BEEN BROKEN OFF
 FJ0871'LEAVING THE NAIL EXPOSED.
 FJ0871'
 FJ0871'ALL REFERENCES HAVE BEEN LOST.
 FJ0871'
 FJ0871'TO REACH STATION FROM THE CENTER OF EDMONDS, GO E ON HIGHWAY
 FJ0871'66 FOR 0.85 MILE, THEN TURN LEFT AND GO N ON BLACKWELDER
 FJ0871'FOR 0.4 MILE TO EAST BYERS STREET AND THE STATION.
 FJ0871'
 FJ0871'TIES WERE MADE TO THE FIREPLUG AT THE INTERSECTION OF BYERS
 FJ0871'AND BLACKWELDER AND TO THE NEW WATER TANK SW OF THE STATION
 FJ0871'AS FOLLOWS-
 FJ0871
 FJ0871                          STATION RECOVERY (1954)
 FJ0871
 FJ0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRT)
 FJ0871'THE STATION AND REFERENCE MARK WERE RECOVERED BUT OCCUPATION
 FJ0871'OF THE STATION MARK WAS NOT FEASIBLE.  A NEW STATION, (EDMOND 2)
 FJ0871'WAS ESTABLISHED AND THE OLD MARKS DESTROYED INSOFAR AS THE
 FJ0871'PROPERTY OWNER WOULD ALLOW.  SINCE THE STATION MARK WAS ON
 FJ0871'HIS FRONT LAWN, THE PROPERTY OWNER REQUESTED THAT NO MORE
 FJ0871'DIGGING THAN ABSOLUTELY NECESSARY BE DONE.  THE NAIL WAS
 FJ0871'REMOVED FROM THE STATION MARK AND THE TOP OF THE MARK IS NOW
 FJ0871'ABOUT 6 INCHES BELOW SURFACE OF THE GROUND.  IT IS ASSUMED
 FJ0871'THAT THE UNDERGROUND MARK IS STILL IN PLACE.  THE NAIL WAS
 FJ0871'REMOVED FROM THE REFERENCE MARK AND THE TOP OF THE CONCRETE
 FJ0871'BROKEN OFF TO ABOUT 8 INCHES BELOW THE SURFACE OF THE
 FJ0871'GROUND.  THE REMAINDER OF THE CONCRETE IS STILL IN THE
 FJ0871'GROUND.  A TIE WAS MADE BETWEEN EDMOND 1902 AND EDMOND
 FJ0871'2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1071 ***********************************************************************
 FH1071  DESIGNATION -  EDMONDS
 FH1071  PID         -  FH1071
 FH1071  STATE/COUNTY-  OK/MCINTOSH
 FH1071  COUNTRY     -  US
 FH1071  USGS QUAD   -  OKTAHA (2018)
 FH1071
 FH1071                         *CURRENT SURVEY CONTROL
 FH1071  ______________________________________________________________________
 FH1071* NAD 83(1993) POSITION- 35 31 11.55249(N) 095 27 52.15267(W)   ADJUSTED
 FH1071* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 FH1071  ______________________________________________________________________
 FH1071  GEOID HEIGHT    -        -29.732 (meters)                     GEOID18
 FH1071  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 FH1071  HORZ ORDER      -  FIRST
 FH1071
 FH1071.The horizontal coordinates were established by classical geodetic methods
 FH1071.and adjusted by the National Geodetic Survey in November 1994.
 FH1071
 FH1071.The orthometric height was scaled from a topographic map.
 FH1071
 FH1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1071.GEOID18 height accuracy estimate available here.
 FH1071
 FH1071.Click photographs - Photos may exist for this station.
 FH1071
 FH1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1071
 FH1071. The following values were computed from the NAD 83(1993) position.
 FH1071
 FH1071;                    North         East     Units Scale Factor Converg.
 FH1071;SPC OK S     -   245,442.070   829,980.611   MT  1.00006920   +1 26 21.1
 FH1071;SPC OK S     -   805,254.52  2,723,028.05   sFT  1.00006920   +1 26 21.1
 FH1071;UTM  15      - 3,933,491.185   276,520.541   MT  1.00021550   -1 25 56.7
 FH1071
 FH1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1071!SPC OK S     -   0.99996777  x   1.00006920  =   1.00003696
 FH1071!UTM  15      -   0.99996777  x   1.00021550  =   1.00018326
 FH1071
 FH1071:                Primary Azimuth Mark                     Grid Az
 FH1071:SPC OK S     -  EDMONDS AZ MK                            321 35 13.0
 FH1071:UTM  15      -  EDMONDS AZ MK                            324 27 30.8
 FH1071
 FH1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7652033491(NAD 83)
 FH1071
 FH1071|---------------------------------------------------------------------|
 FH1071| PID    Reference Object                     Distance      Geod. Az  |
 FH1071|                                                           dddmmss.s |
 FH1071| CI0805 EDMONDS RM 1                         36.465 METERS 19737     |
 FH1071| FH1148 WAINWRIGHT BLACK TANK               APPROX.14.2 KM 3164848.6 |
 FH1071| CI0804 EDMONDS AZ MK                                      3230134.1 |
 FH1071| CI0806 EDMONDS RM 2                         69.470 METERS 33131     |
 FH1071|---------------------------------------------------------------------|
 FH1071
 FH1071                          SUPERSEDED SURVEY CONTROL
 FH1071
 FH1071  NAD 83(1986)-  35 31 11.57255(N)    095 27 52.14343(W) AD(       ) 1
 FH1071  NAD 27      -  35 31 11.21700(N)    095 27 51.22800(W) AD(       ) 1
 FH1071
 FH1071.Superseded values are not recommended for survey control.
 FH1071
 FH1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1071.See file dsdata.pdf to determine how the superseded data were derived.
 FH1071
 FH1071_MARKER: DS = TRIANGULATION STATION DISK
 FH1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1071_STAMPING: EDMONDS 1934
 FH1071_MARK LOGO: CGS
 FH1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1071+STABILITY: SURFACE MOTION
 FH1071
 FH1071  HISTORY     - Date     Condition        Report By
 FH1071  HISTORY     - 1934     MONUMENTED       CGS
 FH1071  HISTORY     - 1960     GOOD             CGS
 FH1071
 FH1071                          STATION DESCRIPTION
 FH1071
 FH1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1071'STATION IS LOCATED ABOUT 7 MILES NE OF CHECOTAH, IN THE NW
 FH1071'1/4 SEC. 13, T 12 N, R 17 E, ON THE S ONE OF TWO WOODED HILLS
 FH1071'S OF MR. EDMONDS HOUSE.  IT IS ON THE HIGHEST PART OF THE HILL
 FH1071'ABOUT 250 FEET N OF AN OLD SHED AND ON THE N-S FENCE LINE.
 FH1071'
 FH1071'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 FH1071'DISKS SET IN CONCRETE.
 FH1071'
 FH1071'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 FH1071'HOLES IN OUTCROPPING BEDROCK.
 FH1071'
 FH1071'REFERENCE MARK NO.1 IS SW OF STATION 36.465 METERS (119.63
 FH1071'FEET) IN PASTURE, 25 FEET W OF FENCE LINE.  REFERENCE MARK
 FH1071'NO.2 IS NW OF STATION 69.470 METERS (227.92 FEET) IN PASTURE,
 FH1071'25 FEET W OF ROAD LEADING TO MR. EDMONDS HOUSE.
 FH1071'
 FH1071'AZIMUTH MARK IS 0.3 MILE NW OF STATION ON N SIDE OF ROAD
 FH1071'12 FEET FROM THE CENTER LINE AND IN FENCE CORNER.
 FH1071'
 FH1071'TO REACH FROM CHECOTAH, GO E FROM RAILROAD STATION ON STATE
 FH1071'HIGHWAY 1 FOR 2 MILES.  HERE TURN LEFT ON DIRT ROAD AND GO
 FH1071'1 MILE, THEN RIGHT (E) 1 MILE, THEN N 3.0 MILES.  HERE TURN
 FH1071'E AND GO 0.25 MILE TO GATE ON RIGHT.  GO THROUGH GATE AND
 FH1071'FOLLOW LANE 0.2 MILE TO STATION ON LEFT.
 FH1071'
 FH1071'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 FH1071
 FH1071                          STATION RECOVERY (1960)
 FH1071
 FH1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1071'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1071'
 FH1071'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION
 FH1071'FOLLOWS.
 FH1071'
 FH1071'TO REACH FROM CHECOTAH, FROM THE MAIN INTERSECTION, GO NORTH
 FH1071'ON U.S. HIGHWAY 69 FOR 3.7 MILES TO A SIDE ROAD RIGHT, TURN
 FH1071'RIGHT AND GO EAST FOR 1.3 MILES TO THE RAILROAD CROSSING
 FH1071'AT RENTIESVILLE, CONTINUE EAST FOR 1.7 MILES TO CROSSROADS,
 FH1071'CONTINUE EAST FOR 0.15 MILE TO THE AZIMUTH MARK JUST NORTH
 FH1071'OF FENCE LINE ON LEFT, CONTINUE EAST FOR 0.1 MILE TO A WIRE
 FH1071'GATE ON RIGHT, TURN RIGHT AND FOLLOW FARM ROAD SOUTH FOR
 FH1071'0.2 MILE TO STATION ON LEFT.
 FH1071'
 FH1071'THE STATION IS JUST NORTHEAST OF A LARGE OAK TREE WITH A
 FH1071'WHITE TRIANGLE PAINTED ON THE WEST SIDE.  R.M. NO. 1 IS AS
 FH1071'DESCRIBED AND R.M. NO.2 IS 9 FEET WEST OF THE CENTERLINE
 FH1071'OF ROAD LEADING TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0872 ***********************************************************************
 FJ0872  DESIGNATION -  EDMONDS 2
 FJ0872  PID         -  FJ0872
 FJ0872  STATE/COUNTY-  OK/OKLAHOMA
 FJ0872  COUNTRY     -  US
 FJ0872  USGS QUAD   -  EDMOND (2018)
 FJ0872
 FJ0872                         *CURRENT SURVEY CONTROL
 FJ0872  ______________________________________________________________________
 FJ0872* NAD 83(1993) POSITION- 35 39 33.92400(N) 097 27 56.04133(W)   ADJUSTED
 FJ0872* NAVD 88 ORTHO HEIGHT -   370.    (meters)     1214.    (feet) SCALED
 FJ0872  ______________________________________________________________________
 FJ0872  GEOID HEIGHT    -        -27.287 (meters)                     GEOID18
 FJ0872  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 FJ0872  HORZ ORDER      -  FIRST
 FJ0872
 FJ0872.The horizontal coordinates were established by classical geodetic methods
 FJ0872.and adjusted by the National Geodetic Survey in November 1994.
 FJ0872
 FJ0872.The orthometric height was scaled from a topographic map.
 FJ0872
 FJ0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0872.GEOID18 height accuracy estimate available here.
 FJ0872
 FJ0872.Click photographs - Photos may exist for this station.
 FJ0872
 FJ0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0872
 FJ0872. The following values were computed from the NAD 83(1993) position.
 FJ0872
 FJ0872;                    North         East     Units Scale Factor Converg.
 FJ0872;SPC OK N     -    73,298.148   648,391.785   MT  0.99998446   +0 18 55.4
 FJ0872;SPC OK N     -   240,479.01  2,127,265.38   sFT  0.99998446   +0 18 55.4
 FJ0872;UTM  14      - 3,947,258.966   638,892.338   MT  0.99983772   +0 53 40.8
 FJ0872
 FJ0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0872!SPC OK N     -   0.99994620  x   0.99998446  =   0.99993066
 FJ0872!UTM  14      -   0.99994620  x   0.99983772  =   0.99978393
 FJ0872
 FJ0872:                Primary Azimuth Mark                     Grid Az
 FJ0872:SPC OK N     -  EDMONDS 2 AZ MK                          067 14 05.2
 FJ0872:UTM  14      -  EDMONDS 2 AZ MK                          066 39 19.8
 FJ0872
 FJ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3889247258(NAD 83)
 FJ0872
 FJ0872|---------------------------------------------------------------------|
 FJ0872| PID    Reference Object                     Distance      Geod. Az  |
 FJ0872|                                                           dddmmss.s |
 FJ0872| CL5119 EDMONDS 2 RM 1                       24.550 METERS 04348     |
 FJ0872| CL5118 EDMONDS 2 AZ MK                                    0673300.6 |
 FJ0872| CL5120 EDMONDS 2 RM 2                       24.700 METERS 17955     |
 FJ0872| FJ0867 OKLA CITY TV STA KMPT MAST          APPROX.10.9 KM 1915347.1 |
 FJ0872| FJ0862 OKLA CITY TV STA KWTV MAST          APPROX.12.5 KM 1931709.8 |
 FJ0872| FJ1099 OKLA CITY TV STA KWY MAST           APPROX.11.4 KM 1990830.0 |
 FJ0872| FJ0874 EDMOND STATE HWY PATROL MAST        APPROX. 4.0 KM 2005557.1 |
 FJ0872| FJ0871 EDMONDS                              54.895 METERS 20945     |
 FJ0872| CL5121 EDMONDS 2 RM 3                       19.592 METERS 35944     |
 FJ0872|---------------------------------------------------------------------|
 FJ0872
 FJ0872                          SUPERSEDED SURVEY CONTROL
 FJ0872
 FJ0872  NAD 83(1986)-  35 39 33.93050(N)    097 27 56.02468(W) AD(       ) 1
 FJ0872  NAD 27      -  35 39 33.73516(N)    097 27 54.88442(W) AD(       ) 1
 FJ0872
 FJ0872.Superseded values are not recommended for survey control.
 FJ0872
 FJ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0872.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0872
 FJ0872_MARKER: DS = TRIANGULATION STATION DISK
 FJ0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0872_STAMPING: EDMONDS 2 1954
 FJ0872_MARK LOGO: CGS
 FJ0872_PROJECTION: PROJECTING 10 CENTIMETERS
 FJ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0872+STABILITY: SURFACE MOTION
 FJ0872
 FJ0872  HISTORY     - Date     Condition        Report By
 FJ0872  HISTORY     - 1954     MONUMENTED       CGS
 FJ0872  HISTORY     - 1967     GOOD             CGS
 FJ0872  HISTORY     - 1968     GOOD             OKDH
 FJ0872
 FJ0872                          STATION DESCRIPTION
 FJ0872
 FJ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRT)
 FJ0872'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF
 FJ0872'EDMOND, ON THE EAST SIDE OF BLACKWELDER STREET, AND ABOUT
 FJ0872'50 YARDS NORTH OF EAST BYERS STREET.  IT IS IN OPEN PASTURE
 FJ0872'LAND EAST ACROSS THE STREET FROM A HOUSE NO. 421.
 FJ0872'
 FJ0872'THE STATION MARK, APPROXIMATELY 325 FEET NORTHEAST OF THE
 FJ0872'EDMOND MUNICIPAL TANK, 35 FEET EAST OF THE CENTER OF BLACKWELDER
 FJ0872'STREET, 14 FEET EAST OF THE FENCE, AND 3 FEET WEST OF A WHITE
 FJ0872'WITNESS POST, PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FJ0872'EDMOND 2 1954.
 FJ0872'
 FJ0872'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, PROJECTS 8 INCHES
 FJ0872'AND THE DISK IS STAMPED EDMOND 2 NO 1 1954.
 FJ0872'
 FJ0872'REFERENCE MARK NO. 2, SOUTH OF THE STATION, PROJECTS 8 INCHES
 FJ0872'AND THE DISK IS STAMPED EDMOND 2 NO 2 1954.
 FJ0872'
 FJ0872'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILES EAST-NORTHEAST,
 FJ0872'IS AT THE WEST EDGE OF THE RODEO GROUNDS, 22 FEET SOUTH
 FJ0872'OF THE NORTHWEST CORNER, 3 FEET NORTH OF A WHITE WITNESS POST,
 FJ0872'2 FEET WEST OF THE FENCE, AND PROJECTS 4 INCHES.  THE DISK IS
 FJ0872'STAMPED EDMOND 2 1954.
 FJ0872'
 FJ0872'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ0872
 FJ0872                          STATION RECOVERY (1967)
 FJ0872
 FJ0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FJ0872'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 WERE RECOVERED
 FJ0872'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE BROKEN
 FJ0872'OFF ABOUT 10 INCHES BELOW SURFACE OF GROUND.  IT WAS
 FJ0872'REPLACED IN ITS ORIGINAL POSITION AN REINFORCED WITH CONCRTE.
 FJ0872'AT THE REQUEST OF LAND OWNER REFERENCE MARK NO. 1 WAS DESTROYED.
 FJ0872'ONE NEW REFERENCE MARKS WAS SET.
 FJ0872'
 FJ0872'A COMPLETE DESCRIPTION FOLLOWS- THE STATION IS IN THE NORTHEAST
 FJ0872'PART OF EDMOND ALONG THE EAST SIDE OF BLACKWELDER STREET, BETWEEN
 FJ0872'AYERS STREET AND THATCHER STREET, ON LAND OWNED BY THE HIGHLAND
 FJ0872'PARK BAPTIST CHURCH.
 FJ0872'
 FJ0872'STATION MARK A STANDARD DISK, STAMPED EDMOND 2 1954, IS SET
 FJ0872'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES
 FJ0872'ABOVE GROUND.  IT IS 220 FEET NORTH-NORTHWEST OF THE NORTHWEST
 FJ0872'CORNER OF CHURCH, 35 FEET EAST OF THE CENTER LINE OF BLACKWELDER
 FJ0872'STREET, AND 1 FOOT WEST OF A METAL WITNESS POST.
 FJ0872'
 FJ0872'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED EDMOND 2 NO 2 1954,
 FJ0872'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 FJ0872'INCHES ABOVE GROUND.  IT IS 140 FEET NORTHWEST OF THE NORTHWEST
 FJ0872'CORNER OF THE CHURCH, AND 35 FEET EAST OF THE CENTER LINE
 FJ0872'OF BLACKWELDER STREET.
 FJ0872'
 FJ0872'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED EDMOND 2 1954
 FJ0872'NO 3 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FJ0872'3 INCHES ABOVE GROUND.  IT IS 37 FEET EAST OF THE CENTER LINE
 FJ0872'OF BLACKWELDER STREET, AND 35 FEET NORTH OF THE EXTENDED
 FJ0872'CENTER OF A PRIVATE DRIVEWAY.
 FJ0872'
 FJ0872'AZIMUTH MARK A STANDARD DISK, STAMPED EDMOND 2 1954, IS SET IN
 FJ0872'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 FJ0872'GROUND.  IT IS ABOUT 1/2 MILE NORTHEAST OF THE STATION, AT THE
 FJ0872'CITY PARK AREA, ABOUT 75 YARDS NORTH OF A POWER LINE, 25 FEET
 FJ0872'EAST OF A TRACK ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FJ0872'
 FJ0872'TO REACH THE AZIMUTH MARK FROM THE HIGHLAND PARK BAPTIST
 FJ0872'CHURCH, GO EAST ON A DIRT ROAD 0.25 MILE TO A T-ROAD JUNCTION.
 FJ0872'TURN LEFT, NORTH, GO 0.2 MILE TO A SIDE ROAD ON THE RIGHT.
 FJ0872'TURN RIGHT, EAST, GO 0.1 MILE TO A ROAD FORK.  TAKE LEFT
 FJ0872'FORK, GO ABOUT 30 YARDS TO AZIMUTH MARK ON THE RIGHT.
 FJ0872
 FJ0872                          STATION RECOVERY (1968)
 FJ0872
 FJ0872'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0872'EDMOND 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0872'
 FJ0872'EDMOND 2 NO. 1 1954, DESTROYED.
 FJ0872'
 FJ0872'EDMOND 2 NO. 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0872'
 FJ0872'EDMOND 2 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0872'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0873 ***********************************************************************
 FJ0873  DESIGNATION -  EDMONDS COLLEGE DOME
 FJ0873  PID         -  FJ0873
 FJ0873  STATE/COUNTY-  OK/OKLAHOMA
 FJ0873  COUNTRY     -  US
 FJ0873  USGS QUAD   -  EDMOND (2018)
 FJ0873
 FJ0873                         *CURRENT SURVEY CONTROL
 FJ0873  ______________________________________________________________________
 FJ0873* NAD 83(1993) POSITION- 35 39 24.36798(N) 097 28 25.50194(W)   ADJUSTED
 FJ0873  ______________________________________________________________________
 FJ0873  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 FJ0873  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 FJ0873  HORZ ORDER      -  THIRD
 FJ0873
 FJ0873.The horizontal coordinates were established by classical geodetic methods
 FJ0873.and adjusted by the National Geodetic Survey in November 1994.
 FJ0873
 FJ0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0873.GEOID18 height accuracy estimate available here.
 FJ0873
 FJ0873.Click photographs - Photos may exist for this station.
 FJ0873
 FJ0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0873
 FJ0873. The following values were computed from the NAD 83(1993) position.
 FJ0873
 FJ0873;                    North         East     Units Scale Factor Converg.
 FJ0873;SPC OK N     -    72,999.591   647,652.390   MT  0.99998487   +0 18 38.0
 FJ0873;SPC OK N     -   239,499.49  2,124,839.55   sFT  0.99998487   +0 18 38.0
 FJ0873;UTM  14      - 3,946,952.994   638,156.108   MT  0.99983521   +0 53 23.4
 FJ0873
 FJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3815646952(NAD 83)
 FJ0873
 FJ0873                          SUPERSEDED SURVEY CONTROL
 FJ0873
 FJ0873  NAD 83(1986)-  35 39 24.37460(N)    097 28 25.48500(W) AD(       ) 3
 FJ0873  NAD 27      -  35 39 24.18600(N)    097 28 24.36100(W) AD(       ) 3
 FJ0873  USSD        -  35 39 24.09800(N)    097 28 24.68300(W) AD(       ) 3
 FJ0873
 FJ0873.Superseded values are not recommended for survey control.
 FJ0873
 FJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0873.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0873
 FJ0873_MARKER: 87 = DOME
 FJ0873
 FJ0873  HISTORY     - Date     Condition        Report By
 FJ0873  HISTORY     - 1902     FIRST OBSERVED   CGS
 FJ0873  HISTORY     - 1934     GOOD             CGS
 FJ0873
 FJ0873                          STATION DESCRIPTION
 FJ0873
 FJ0873'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1416 ***********************************************************************
 DN1416  DESIGNATION -  EDWARDS
 DN1416  PID         -  DN1416
 DN1416  STATE/COUNTY-  OK/JEFFERSON
 DN1416  COUNTRY     -  US
 DN1416  USGS QUAD   -  TERRAL (2019)
 DN1416
 DN1416                         *CURRENT SURVEY CONTROL
 DN1416  ______________________________________________________________________
 DN1416* NAD 83(1993) POSITION- 33 58 34.50855(N) 097 55 29.94134(W)   ADJUSTED
 DN1416* NAVD 88 ORTHO HEIGHT -   281.0   (meters)      922.    (feet) VERTCON3
 DN1416  ______________________________________________________________________
 DN1416  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 DN1416  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 DN1416  HORZ ORDER      -  FIRST
 DN1416
 DN1416.The horizontal coordinates were established by classical geodetic methods
 DN1416.and adjusted by the National Geodetic Survey in November 1994.
 DN1416
 DN1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1416
 DN1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1416.GEOID18 height accuracy estimate available here.
 DN1416
 DN1416.Click photographs - Photos may exist for this station.
 DN1416
 DN1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1416
 DN1416. The following values were computed from the NAD 83(1993) position.
 DN1416
 DN1416;                    North         East     Units Scale Factor Converg.
 DN1416;SPC OK S     -    71,317.799   606,932.235   MT  0.99999184   +0 02 33.3
 DN1416;SPC OK S     -   233,981.81  1,991,243.51   sFT  0.99999184   +0 02 33.3
 DN1416;SPC TXNC     - 2,256,268.237   653,137.413   MT  1.00000269   +0 18 49.0
 DN1416;SPC TXNC     - 7,402,440.04  2,142,835.00   sFT  1.00000269   +0 18 49.0
 DN1416;UTM  14      - 3,760,043.560   599,305.247   MT  0.99972156   +0 36 03.0
 DN1416
 DN1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1416!SPC OK S     -   0.99996002  x   0.99999184  =   0.99995186
 DN1416!SPC TXNC     -   0.99996002  x   1.00000269  =   0.99996271
 DN1416!UTM  14      -   0.99996002  x   0.99972156  =   0.99968159
 DN1416
 DN1416:                Primary Azimuth Mark                     Grid Az
 DN1416:SPC OK S     -  EDWARDS AZ MK                            349 00 18.6
 DN1416:SPC TXNC     -  EDWARDS AZ MK                            348 44 02.9
 DN1416:UTM  14      -  EDWARDS AZ MK                            348 26 48.9
 DN1416
 DN1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9930560043(NAD 83)
 DN1416
 DN1416|---------------------------------------------------------------------|
 DN1416| PID    Reference Object                     Distance      Geod. Az  |
 DN1416|                                                           dddmmss.s |
 DN1416| CY1727 EDWARDS RM 1                         24.945 METERS 06828     |
 DN1416| DO0655 STANFIELD CONTINENTAL PIPE MOCROWAV APPROX.10.6 KM 2662830.6 |
 DN1416| CY1728 EDWARDS RM 2                         32.169 METERS 29316     |
 DN1416| CY1726 EDWARDS AZ MK                                      3490251.9 |
 DN1416|---------------------------------------------------------------------|
 DN1416
 DN1416                          SUPERSEDED SURVEY CONTROL
 DN1416
 DN1416  NAD 83(1986)-  33 58 34.51155(N)    097 55 29.92982(W) AD(       ) 1
 DN1416  NAD 27      -  33 58 34.16033(N)    097 55 28.80556(W) AD(       ) 1
 DN1416  NGVD 29 (07/19/86)  280.9    (m)          922.     (f) VERT ANG       
 DN1416
 DN1416.Superseded values are not recommended for survey control.
 DN1416
 DN1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1416.See file dsdata.pdf to determine how the superseded data were derived.
 DN1416
 DN1416_MARKER: DS = TRIANGULATION STATION DISK
 DN1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1416_STAMPING: EDWARDS 1968
 DN1416_MARK LOGO: CGS
 DN1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1416+STABILITY: SURFACE MOTION
 DN1416
 DN1416  HISTORY     - Date     Condition        Report By
 DN1416  HISTORY     - 1968     MONUMENTED       CGS
 DN1416
 DN1416                          STATION DESCRIPTION
 DN1416
 DN1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 DN1416'THE STATION IS LOCATED ON A LOW HILL, ABOUT 3-1/2 MILES
 DN1416'SOUTH-SOUTHEAST OF RYAN, 1 MILE EAST OF U.S. HIGHWAY 81 AND ON
 DN1416'THE PROPERTY OWNED BY MR. DOUG EDWARDS.
 DN1416'
 DN1416'TO REACH THE STATION FROM POST OFFICE IN RYAN, GO EAST ON MAIN
 DN1416'STREET 0.1 MILE TO JUNCTION U.S. HIGHWAY 81.  TURN RIGHT AND GO
 DN1416'SOUTH ON U.S. HIGHWAY 81 FOR 2.4 MILES TO A CONCRETE
 DN1416'BRIDGE.  CONTINUE SOUTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO A PAVED
 DN1416'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.8
 DN1416'MILE TO A GRADED ROAD RIGHT AND AZIMUTH MARK IN THE SOUTHEAST
 DN1416'ANGLE OF ROADS.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.5
 DN1416'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT PASS THROUGH GATE
 DN1416'GO EAST ON A TRACK ROAD FOR 0.1 MILE TO STATION ON THE LEFT.
 DN1416'
 DN1416'STATION MARK IS A STANDARD DISK, STAMPED EDWARDS 1967, SET IN
 DN1416'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 DN1416'INCH.  IT IS 6.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 DN1416'ATTACHED, 37 FEET SOUTH OF A FENCE LINE, 26 FEET NORTH OF A TRACK
 DN1416'ROAD AND 74 FEET WEST-NORTHWEST OF A FENCE CORNER.
 DN1416'
 DN1416'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDWARDS NO 1 1967,
 DN1416'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 DN1416'2 INCHES.  IT IS 0.5 FEET SOUTH OF A FENCE LINE, 63 FEET NORTH
 DN1416'OF A FENCE CORNER AND 88 FEET EAST-NORTHEAST OF A METAL WITNESS
 DN1416'POST WITH SIGN ATTACHED.
 DN1416'
 DN1416'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDWARDS NO 2 1967,
 DN1416'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 DN1416'WITH THE GROUND.  IT IS 0.6 FEET SOUTH OF A FENCE, 30 FEET NORTH
 DN1416'OF A TRACK ROAD AND 100 FEET NORTHWEST OF A METAL WITNESS POST
 DN1416'WITH SIGN ATTACHED.
 DN1416'
 DN1416'AZIMUTH MARK IS A STANDARD DISK, STAMPED EDWARDS 1967, SET IN
 DN1416'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 DN1416'THE GROUND.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST WITH
 DN1416'SIGN ATTACHED, 20 FEET EAST OF A GRADED ROAD, 1 FOOT WEST OF A
 DN1416'FENCE AND 44 FEET SOUTHEAST OF THE INTERSECTION OF A T-ROAD.
 DN1416'
 DN1416'HEIGHT OF LIGHT ABOVE STATION MARK 22.28 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0589 ***********************************************************************
 EM0589  DESIGNATION -  EDWARDS 2
 EM0589  PID         -  EM0589
 EM0589  STATE/COUNTY-  OK/CADDO
 EM0589  COUNTRY     -  US
 EM0589  USGS QUAD   -  CYRIL (2018)
 EM0589
 EM0589                         *CURRENT SURVEY CONTROL
 EM0589  ______________________________________________________________________
 EM0589* NAD 83(1993) POSITION- 34 56 50.36404(N) 098 12 22.27502(W)   ADJUSTED
 EM0589* NAVD 88 ORTHO HEIGHT -   510.5   (meters)     1675.    (feet) VERTCON3
 EM0589  ______________________________________________________________________
 EM0589  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 EM0589  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 EM0589  HORZ ORDER      -  SECOND
 EM0589
 EM0589.The horizontal coordinates were established by classical geodetic methods
 EM0589.and adjusted by the National Geodetic Survey in November 1994.
 EM0589
 EM0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0589
 EM0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0589.GEOID18 height accuracy estimate available here.
 EM0589
 EM0589.Click photographs - Photos may exist for this station.
 EM0589
 EM0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0589
 EM0589. The following values were computed from the NAD 83(1993) position.
 EM0589
 EM0589;                    North         East     Units Scale Factor Converg.
 EM0589;SPC OK S     -   179,050.729   581,166.308   MT  0.99995596   -0 07 01.3
 EM0589;SPC OK S     -   587,435.60  1,906,709.80   sFT  0.99995596   -0 07 01.3
 EM0589;UTM  14      - 3,867,489.085   572,483.899   MT  0.99966475   +0 27 17.0
 EM0589
 EM0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0589!SPC OK S     -   0.99992403  x   0.99995596  =   0.99988000
 EM0589!UTM  14      -   0.99992403  x   0.99966475  =   0.99958881
 EM0589
 EM0589:                Primary Azimuth Mark                     Grid Az
 EM0589:SPC OK S     -  EDWARDS 2 AZ MK                          204 25 49.6
 EM0589:UTM  14      -  EDWARDS 2 AZ MK                          203 51 31.3
 EM0589
 EM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7248367489(NAD 83)
 EM0589
 EM0589|---------------------------------------------------------------------|
 EM0589| PID    Reference Object                     Distance      Geod. Az  |
 EM0589|                                                           dddmmss.s |
 EM0589| CX7138 EDWARDS 2 RM 1                       14.463 METERS 04118     |
 EM0589| EM0587 CEMENT MUNICIPAL STANDPIPE          APPROX. 6.6 KM 1020731.3 |
 EM0589| CX7139 EDWARDS 2 RM 2                       10.465 METERS 12205     |
 EM0589| EM0590 EDWARDS 2 AZ MK                     APPROX. 0.6 KM 2041848.3 |
 EM0589| EM0591 EDWARDS 3                           397.113 METERS 25616     |
 EM0589|---------------------------------------------------------------------|
 EM0589
 EM0589                          SUPERSEDED SURVEY CONTROL
 EM0589
 EM0589  NAD 83(1986)-  34 56 50.37148(N)    098 12 22.25932(W) AD(       ) 2
 EM0589  NAD 27      -  34 56 50.13800(N)    098 12 21.07900(W) AD(       ) 2
 EM0589  NGVD 29 (07/19/86)  510.4    (m)         1675.     (f) VERT ANG       
 EM0589
 EM0589.Superseded values are not recommended for survey control.
 EM0589
 EM0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0589.See file dsdata.pdf to determine how the superseded data were derived.
 EM0589
 EM0589_MARKER: DS = TRIANGULATION STATION DISK
 EM0589_SETTING: 66 = SET IN ROCK OUTCROP
 EM0589_STAMPING: EDWARDS 2 1947
 EM0589_MARK LOGO: CGS
 EM0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0589+STABILITY: POSITION/ELEVATION WELL
 EM0589
 EM0589  HISTORY     - Date     Condition        Report By
 EM0589  HISTORY     - 1947     MONUMENTED       CGS
 EM0589  HISTORY     - 1957     GOOD             CGS
 EM0589  HISTORY     - 1963     GOOD             CGS
 EM0589  HISTORY     - 1964     GOOD             CGS
 EM0589  HISTORY     - 1969     GOOD             CGS
 EM0589
 EM0589                          STATION DESCRIPTION
 EM0589
 EM0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0589'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CYRIL, ABOUT
 EM0589'3-1/2 MILES NORTHWEST OF CEMENT AND IS ON THE HIGHEST POINT OF
 EM0589'THE MOST NORTHWEST AND LARGEST OF THE KECHI HILLS.  THE DISK IS
 EM0589'STAMPED EDWARDS 2 1947 AND IS SET IN BEDROCK THAT IS FLUSH
 EM0589'WITH THE SURFACE OF THE GROUND.  IT IS WITNESSED BY A SMALL CAIRN
 EM0589'WITH A REFERENCE POST PROJECTING FROM ITS CENTER.
 EM0589'
 EM0589'REFERENCE MARK NO. 1 IS SET IN A SMALL LEDGE OF ROCK OUTCROP THAT
 EM0589'PROJECTS 1 FOOT.  THE DISK IS STAMPED EDWARDS 2 NO 1 1947.
 EM0589'
 EM0589'REFERENCE MARK NO. 2 IS SET IN BEDROCK THAT IS FLUSH WITH THE
 EM0589'SURFACE OF THE GROUND AND IS 3 FEET LOWER THAN THE STATION.
 EM0589'THE DISK IS STAMPED EDWARDS 2 NO 2 1947.
 EM0589'
 EM0589'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE SOUTHWEST OF THE
 EM0589'STATION, SET IN A FENCE LINE, 54 FEET NORTH OF THE CENTER OF
 EM0589'HIGHWAY 8 AND IS ACROSS THE HIGHWAY FROM A FARM HOUSE.  THE
 EM0589'DISK IS STAMPED EDWARDS 2 1947, PROJECTS 1 INCH, AND IS WITNESSED
 EM0589'BY A REFERENCE POST.
 EM0589'
 EM0589'TO REACH FROM THE TRAFFIC LIGHT IN CYRIL GO NORTHEAST ON U.S.
 EM0589'HIGHWAY 277 FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 8,
 EM0589'TURN LEFT ON HIGHWAY 8 AND GO NORTHERLY FOR 3.5 MILES TO THE
 EM0589'AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD FOR
 EM0589'0.4 TO CROSSROADS, TURN RIGHT AND GO NORTHERLY FOR 0.4 MILE TO A
 EM0589'SIDE ROAD RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND TAKE LEFT
 EM0589'FORK AND FOLLOW MAIN ROAD FOR 0.25 MILE TO A DIM TRACK ROAD
 EM0589'ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK UP THE TRACK
 EM0589'ROAD FOR ABOUT 200 YARDS TO AN OIL DERRICK ON THE RIGHT.  THENCE
 EM0589'BEAR LEFT AND GO EAST AND NORTHEAST TO THE SUMMIT OF THE
 EM0589'RIDGE AND THE STATION AS DESCRIBED.  A 15 MINUTE PACK.  THIS
 EM0589'PACKING ROUTE CAN BE DRIVEN IN A JEEP.
 EM0589'
 EM0589'FOUR FOOT SIGNALS AT KECHI 1902, GLADYS, CYRIL, FLETCHER,
 EM0589'MT SCOTT, ABILENE, BOONE, ALDEN 1921 AND A 87 FOOT SIGNAL
 EM0589'AT PACKER 1921 ARE VISIBLE FROM THE GROUND.
 EM0589
 EM0589                          STATION RECOVERY (1957)
 EM0589
 EM0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EM0589'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN
 EM0589'GOOD CONDITION.
 EM0589
 EM0589                          STATION RECOVERY (1963)
 EM0589
 EM0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0589'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0589'CONDITION, EXCEPT THE STATION MARK IS SLIGHTLY BATTERED BUT
 EM0589'CLEARLY LEGIBLE.  THE STATION ID ABOUT 3-1/2 MILES DUE NORTH OF
 EM0589'CYRIL, NEAR THE CENTER OF SEC. 36, T 6 N, R 9 W., ON THE HIGHEST
 EM0589'POINT IN VICINITY.  IT IS ABOUT 115 YARDS EAST OF AN OLD
 EM0589'NORTH-SOUTH FENCE LINE.
 EM0589'
 EM0589'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 49.5
 EM0589'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 8, 118.5 FEET EAST
 EM0589'OF A POWER POLE WITH TRANSFORMER AND IN THE FENCE LINE.  A
 EM0589'STANDARD DISK STAMPED EDWARDS 2 1947 AND SET IN THE TOP OF A
 EM0589'SQUARE CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE
 EM0589'GROUND.
 EM0589'
 EM0589'THE STATION MARK IS A STANDARD DISK STAMPED EDWARDS 2 1947 AND
 EM0589'SET IN A DRILL HOLE IN BED ROAD ABOUT FLUSH WITH SURFACE OF THE
 EM0589'GROUND.
 EM0589'
 EM0589'REFERENCE MARK NO. 1 IS 47.45 FEET NORTHEAST OF THE STATION.  A
 EM0589'STANDARD DISK STAMPED EDWARDS 2 1947 AND SET IN A DRILL HOLE.
 EM0589'
 EM0589'REFERENCE MARK NO. 2 IS 34.34 FEET EAST-SOUTHEAST OF THE STATION.
 EM0589'A STANDARD DISK STAMPED EDWARDS 2 1947 AND SET IN A DRILL HOLE.
 EM0589'
 EM0589'TO REACH FROM JUNCTION U.S. HIGHWAY 277, STATE HIGHWAY 19 AND STATE
 EM0589'HIGHWAY 8 IN CYRIL, GO NORTH ON STATE HIGHWAY 8 FOR 3.45 MILES TO
 EM0589'THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF THE HIGHWAY.  THENCE
 EM0589'CONTINUE AHEAD, WEST FOR 0.4 MILE TO CROSS ROAD, TURN RIGHT AND GO
 EM0589'NORTH FOR 0.3 MILE, TURN RIGHT, EAST, CROSS CATTLE-GUARD, THENCE
 EM0589'GO NORTH AROUND THE WEST END OF HILL AND EAST ALONG THE NORTH SIDE
 EM0589'OF THE HILL FOR 0.3 MILE TO A FORK, KEEP RIGHT AND GO
 EM0589'SOUTHEAST UP HILL TO A SHARP TURN TO RIGHT IN SADDLE AND END
 EM0589'OF TRUCK TRAVEL.  FROM HERE, PACK EAST ABOUT 10 MINUTES TO THE
 EM0589'HIGHEST POINT AND AND STATION.
 EM0589
 EM0589                          STATION RECOVERY (1964)
 EM0589
 EM0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0589'RECOVERED AS DESCRIBED.
 EM0589'
 EM0589'STATION FOUND BATTERED, BUT LEGIBLE.  TO REACH FROM JUNCTION
 EM0589'OF U.S. 277 AND STATE HIGHWAY 8 IN CYRIL, GO NORTH ON HIGHWAY 8
 EM0589'FOR 2.8 MILES TO WHERE HIGHWAY 8 TURNS WEST.  CONTINUE WEST
 EM0589'ON HIGHWAY 8 FOR 0.5 MILES AND TURN NORTH INTO ROCK QUARRY.
 EM0589'JEEP ROAD GOES FROM FLOOR OF QUARRY JUST SE AND BELOW STATION,
 EM0589'NORTH UP THE HILL, AND THEN WEST ALONG THE RIDGE TO STATION.
 EM0589'REF, MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  QUARRY OPNS IN
 EM0589'VICINITY OF STA. MAY DESTROY WITHIN 5 YEARS.
 EM0589
 EM0589                          STATION RECOVERY (1969)
 EM0589
 EM0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EM0589'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 EM0589'RECOVERED AND FOUND IN GOOD CONDITION BUT ARE IN DANGER OF
 EM0589'BEING DESTROYED BY QUARRY OPERATIONS.  THE AZIMUTH MARK WAS
 EM0589'RECOVERED AND FOUND IN GOOD CONDITION.
 EM0589'
 EM0589'EDWARDS 3 1969 WAS ESTABLISHED BY CMDR. SID MILLER AT FORT
 EM0589'SILL AND THE AZIMUTH MARK WAS USED AT THE NEW STATION.
 EM0589'
 EM0589'THE STATION AND REFERENCE MARKS SHOULD BE CONSIDERED DESTROYED
 EM0589'BECAUSE AT TIME OF RECOVERY BLASTING OPERATION WERE DONE NEAR
 EM0589'STATION SITE.
 EM0589'
 EM0589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 EM0589'MILES NORTH OF CYRIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0590 ***********************************************************************
 EM0590  DESIGNATION -  EDWARDS 2 AZ MK
 EM0590  PID         -  EM0590
 EM0590  STATE/COUNTY-  OK/CADDO
 EM0590  COUNTRY     -  US
 EM0590  USGS QUAD   -  CYRIL (2018)
 EM0590
 EM0590                         *CURRENT SURVEY CONTROL
 EM0590  ______________________________________________________________________
 EM0590* NAD 83(1993) POSITION- 34 56 31.65787(N) 098 12 32.53849(W)   ADJUSTED
 EM0590* NAVD 88 ORTHO HEIGHT -   451.4   (meters)     1481.    (feet) VERTCON3
 EM0590  ______________________________________________________________________
 EM0590  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 EM0590  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 EM0590  HORZ ORDER      -  THIRD
 EM0590
 EM0590.The horizontal coordinates were established by classical geodetic methods
 EM0590.and adjusted by the National Geodetic Survey in November 1994.
 EM0590
 EM0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0590
 EM0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0590.GEOID18 height accuracy estimate available here.
 EM0590
 EM0590.Click photographs - Photos may exist for this station.
 EM0590
 EM0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0590
 EM0590. The following values were computed from the NAD 83(1993) position.
 EM0590
 EM0590;                    North         East     Units Scale Factor Converg.
 EM0590;SPC OK S     -   178,474.832   580,904.700   MT  0.99995539   -0 07 07.2
 EM0590;SPC OK S     -   585,546.18  1,905,851.50   sFT  0.99995539   -0 07 07.2
 EM0590;UTM  14      - 3,866,910.775   572,228.125   MT  0.99966430   +0 27 11.0
 EM0590
 EM0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0590!SPC OK S     -   0.99993331  x   0.99995539  =   0.99988870
 EM0590!UTM  14      -   0.99993331  x   0.99966430  =   0.99959763
 EM0590
 EM0590:                Primary Azimuth Mark                     Grid Az
 EM0590:SPC OK S     -  EDWARDS 2                                024 25 49.6
 EM0590:UTM  14      -  EDWARDS 2                                023 51 31.4
 EM0590
 EM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7222866910(NAD 83)
 EM0590
 EM0590|---------------------------------------------------------------------|
 EM0590| PID    Reference Object                     Distance      Geod. Az  |
 EM0590|                                                           dddmmss.s |
 EM0590| EM0589 EDWARDS 2                           APPROX. 0.6 KM 0241842.4 |
 EM0590| EM0592 EDWARDS A POINT                     209.911 METERS 31317     |
 EM0590| EM0591 EDWARDS 3                           498.221 METERS 3452546.6 |
 EM0590|---------------------------------------------------------------------|
 EM0590
 EM0590                          SUPERSEDED SURVEY CONTROL
 EM0590
 EM0590  NAD 83(1986)-  34 56 31.66679(N)    098 12 32.52198(W) AD(       ) 3
 EM0590  NAD 27      -  34 56 31.43014(N)    098 12 31.34293(W) AD(       ) 3
 EM0590  NGVD 29 (07/19/86)  451.3    (m)         1481.     (f) VERT ANG       
 EM0590
 EM0590.Superseded values are not recommended for survey control.
 EM0590
 EM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0590.See file dsdata.pdf to determine how the superseded data were derived.
 EM0590
 EM0590_MARKER: DZ = AZIMUTH MARK DISK
 EM0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0590_STAMPING: EDWARDS 2 1947
 EM0590_MARK LOGO: CGS
 EM0590_PROJECTION: PROJECTING 3 CENTIMETERS
 EM0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0590+STABILITY: SURFACE MOTION
 EM0590
 EM0590  HISTORY     - Date     Condition        Report By
 EM0590  HISTORY     - 1947     MONUMENTED       CGS
 EM0590
 EM0590                          STATION DESCRIPTION
 EM0590
 EM0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0590'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE SOUTH SOUTHEAST OF THE
 EM0590'STATION, SET IN A FENCE LINE, 54 FEET NORTH OF THE CENTER OF
 EM0590'HIGHWAY 8 AND IS ACROSS THE HIGHWAY FROM A FARM HOUSE, THE DISK IS
 EM0590'STAMPED EDWARDS 2, 1947, PROJECTS 1 INCH AND IS WITNESSED BY A
 EM0590'REFERENCE POST.
 EM0590'
 EM0590'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U. S. HIGHWAY 277,
 EM0590'0.3 MILE NORTH OF CYRIL, GO NORTH ON HIGHWAY 8 FOR 3.0 MILES WHERE
 EM0590'ROAD TAKES A SHARP TURN LEFT, STAY ON HIGHWAY 8 AND PROCEED WEST
 EM0590'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0591 ***********************************************************************
 EM0591  DESIGNATION -  EDWARDS 3
 EM0591  PID         -  EM0591
 EM0591  STATE/COUNTY-  OK/CADDO
 EM0591  COUNTRY     -  US
 EM0591  USGS QUAD   -  CYRIL (2018)
 EM0591
 EM0591                         *CURRENT SURVEY CONTROL
 EM0591  ______________________________________________________________________
 EM0591* NAD 83(1993) POSITION- 34 56 47.30521(N) 098 12 37.47801(W)   ADJUSTED
 EM0591* NAVD 88 ORTHO HEIGHT -   493.0   (meters)     1617.    (feet) VERTCON3
 EM0591  ______________________________________________________________________
 EM0591  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 EM0591  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 EM0591  HORZ ORDER      -  THIRD
 EM0591
 EM0591.The horizontal coordinates were established by classical geodetic methods
 EM0591.and adjusted by the National Geodetic Survey in November 1994.
 EM0591
 EM0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0591
 EM0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0591.GEOID18 height accuracy estimate available here.
 EM0591
 EM0591.Click photographs - Photos may exist for this station.
 EM0591
 EM0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0591
 EM0591. The following values were computed from the NAD 83(1993) position.
 EM0591
 EM0591;                    North         East     Units Scale Factor Converg.
 EM0591;SPC OK S     -   178,957.266   580,780.368   MT  0.99995587   -0 07 10.0
 EM0591;SPC OK S     -   587,128.96  1,905,443.59   sFT  0.99995587   -0 07 10.0
 EM0591;UTM  14      - 3,867,391.805   572,099.022   MT  0.99966407   +0 27 08.3
 EM0591
 EM0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0591!SPC OK S     -   0.99992678  x   0.99995587  =   0.99988265
 EM0591!UTM  14      -   0.99992678  x   0.99966407  =   0.99959087
 EM0591
 EM0591:                Primary Azimuth Mark                     Grid Az
 EM0591:SPC OK S     -  EDWARDS 2 AZ MK                          165 32 53.8
 EM0591:UTM  14      -  EDWARDS 2 AZ MK                          164 58 35.5
 EM0591
 EM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7209967391(NAD 83)
 EM0591
 EM0591|---------------------------------------------------------------------|
 EM0591| PID    Reference Object                     Distance      Geod. Az  |
 EM0591|                                                           dddmmss.s |
 EM0591| CX7140 EDWARDS 3 RM 3                                     06626     |
 EM0591| EM0589 EDWARDS 2                           397.113 METERS 07616     |
 EM0591| EM0590 EDWARDS 2 AZ MK                     498.221 METERS 1652543.8 |
 EM0591| EM0592 EDWARDS A POINT                     339.396 METERS 18439     |
 EM0591| CX7141 EDWARDS 3 RM 4                                     33545     |
 EM0591|---------------------------------------------------------------------|
 EM0591
 EM0591                          SUPERSEDED SURVEY CONTROL
 EM0591
 EM0591  NAD 83(1986)-  34 56 47.31288(N)    098 12 37.46110(W) AD(       ) 3
 EM0591  NAD 27      -  34 56 47.07891(N)    098 12 36.28256(W) AD(       ) 3
 EM0591  NGVD 29 (07/19/86)  492.9    (m)         1617.     (f) VERT ANG       
 EM0591
 EM0591.Superseded values are not recommended for survey control.
 EM0591
 EM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0591.See file dsdata.pdf to determine how the superseded data were derived.
 EM0591
 EM0591_MARKER: DS = TRIANGULATION STATION DISK
 EM0591_SETTING: 66 = SET IN ROCK OUTCROP
 EM0591_STAMPING: EDWARDS 3 1969
 EM0591_MARK LOGO: CGS
 EM0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0591+STABILITY: POSITION/ELEVATION WELL
 EM0591
 EM0591  HISTORY     - Date     Condition        Report By
 EM0591  HISTORY     - 1969     MONUMENTED       CGS
 EM0591  HISTORY     - 1976     GOOD             NGS
 EM0591
 EM0591                          STATION DESCRIPTION
 EM0591
 EM0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (SCM)
 EM0591'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CYRIL, ABOUT 3-1/2
 EM0591'MILES NORTHWEST OF CEMENT IN THE WESTERN RIDGE OF ONE OF THE LARGEST
 EM0591'OF THE KECHI HILLS, ABOUT 400 YARDS WEST OF A LARGE ROCK QUARRY
 EM0591'AND 15 YARDS EAST OF OIL WELL, WHICH IS DESIGNATED MOBIL OIL WELL,
 EM0591'B. A.  MEDRANO NO. 10.  THE DISK IS STAMPED EDWARDS 3 1969 AND IS
 EM0591'SET IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0591'
 EM0591'REFERENCE MARK NO. 3 IS SET IN A DRILL HOLE IN BEDROCK, FLUSH WITH
 EM0591'THE SURFACE.  THE DISK IS STAMPED EDWARDS NO. 3 1969.
 EM0591'
 EM0591'REFERENCE MARK NO. 4 IS SET IN A DRILL HOLE IN THE SOUGHEAST CORNER
 EM0591'OF THE CONCRETE FOUNDATION OF AN OIL WELL.  THE DISK IS STAMPED
 EM0591'EDWARDS 3 NO. 4 1969.
 EM0591'
 EM0591'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE SOUTH SOUTHEAST OF THE
 EM0591'STATION, SET IN A FENCE LINE, 54 FEET NORTH OF THE CENTER OF HIGHWAY
 EM0591'8 AND IS ACROSS THE HIGHWAY FROM A FARM HOUSE.  THE DISK IS STAMPED
 EM0591'EDWARDS 2, 1947, PROJECTS 1 INCH AND IS WITNESSED BY A REFERENCE
 EM0591'POST.
 EM0591'
 EM0591'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U. S. HIGHWAY 277,
 EM0591'0.3 MILE NORTH OF CYRIL, GO NORTH ON HIGHWAY 8 FOR 3.0 MILES WHERE
 EM0591'ROAD TAKES A SHARP TURN LEFT, STAY ON HIGHWAY 8 AND PROCEED WEST
 EM0591'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE
 EM0591'STRAIGHT AHEAD FOR 0.4 MILE TO DIRT ROAD RIGHT, TURN RIGHT AND
 EM0591'GO NORTHERLY FOR 0.3 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT
 EM0591'ACROSS CATTLE GUARD AND TAKE LEFT FORK AND FOLLOW MAIN TRACK
 EM0591'ROAD FOR 0.1 MILE TO FORK, TAKE RIGHT FORK FOR 0.2 MILE TO SIDE
 EM0591'ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD UP HILL TO THE
 EM0591'STATION AS DESCRIBED.
 EM0591
 EM0591                          STATION RECOVERY (1976)
 EM0591
 EM0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 EM0591'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 EM0591'IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0155 ***********************************************************************
 EL0155  DESIGNATION -  EE 56
 EL0155  PID         -  EL0155
 EL0155  STATE/COUNTY-  OK/COAL
 EL0155  COUNTRY     -  US
 EL0155  USGS QUAD   -  OLNEY (2018)
 EL0155
 EL0155                         *CURRENT SURVEY CONTROL
 EL0155  ______________________________________________________________________
 EL0155* NAD 83(1986) POSITION- 34 29 51.     (N) 096 15 25.     (W)   SCALED
 EL0155* NAVD 88 ORTHO HEIGHT -   187.115 (meters)      613.89  (feet) ADJUSTED
 EL0155  ______________________________________________________________________
 EL0155  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 EL0155  DYNAMIC HEIGHT  -        186.927 (meters)      613.28  (feet) COMP
 EL0155  MODELED GRAVITY -    979,628.3   (mgal)                       NAVD 88
 EL0155
 EL0155  VERT ORDER      -  SECOND    CLASS 0
 EL0155
 EL0155.The horizontal coordinates were scaled from a map and have
 EL0155.an estimated accuracy of +/- 6 seconds.
 EL0155
 EL0155.The orthometric height was determined by differential leveling and
 EL0155.adjusted by the NATIONAL GEODETIC SURVEY
 EL0155.in June 1991.
 EL0155
 EL0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0155.GEOID18 height accuracy estimate available here.
 EL0155
 EL0155.Click photographs - Photos may exist for this station.
 EL0155
 EL0155.The dynamic height is computed by dividing the NAVD 88
 EL0155.geopotential number by the normal gravity value computed on the
 EL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0155.degrees latitude (g = 980.6199 gals.).
 EL0155
 EL0155.The modeled gravity was interpolated from observed gravity values.
 EL0155
 EL0155;                    North         East    Units  Estimated Accuracy
 EL0155;SPC OK S     -   130,520.      760,070.      MT  (+/- 180 meters Scaled)
 EL0155
 EL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD518207(NAD 83)
 EL0155
 EL0155                          SUPERSEDED SURVEY CONTROL
 EL0155
 EL0155  NGVD 29 (??/??/92)  187.047  (m)          613.67   (f) ADJ UNCH    2 0
 EL0155
 EL0155.Superseded values are not recommended for survey control.
 EL0155
 EL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0155.See file dsdata.pdf to determine how the superseded data were derived.
 EL0155
 EL0155_MARKER: DB = BENCH MARK DISK
 EL0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0155_STAMPING: EE 56 1934
 EL0155_MARK LOGO: CGS
 EL0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0155+STABILITY: SURFACE MOTION
 EL0155
 EL0155  HISTORY     - Date     Condition        Report By
 EL0155  HISTORY     - 1934     MONUMENTED       CGS
 EL0155  HISTORY     - 1956     GOOD             USGS
 EL0155
 EL0155                          STATION DESCRIPTION
 EL0155
 EL0155'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EL0155'3.6 MI NW FROM LEHIGH.
 EL0155'NEW DESCRIPTION-- LEHIGH, 2.0 MI. N. AND 2.0 MI. W. OF, T.1 S.,
 EL0155'R. 10 E., NEAR THE CEN. OF SEC. 4, ON THE ABANDONED A.T. AND S.F.
 EL0155'RY., 300 FT. SE. OF A DIRT CUT, 200 FT. N. AND 200 FT. W. OF THE
 EL0155'CENTERLINE OF THE OLD RY. GRADE AT FENCE LINE NE., 50 FT. NE. OF THE
 EL0155'CENTERLINE OF THE OLD GRADE, AN IRON BOLT SET IN THE TOP OF A
 EL0155'CONC. POST STAMPED EE 56 1934 C AND GS. LIST 44
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1111 ***********************************************************************
 FJ1111  DESIGNATION -  EICHOFF 2
 FJ1111  PID         -  FJ1111
 FJ1111  STATE/COUNTY-  OK/CANADIAN
 FJ1111  COUNTRY     -  US
 FJ1111  USGS QUAD   -  EL RENO NE (2018)
 FJ1111
 FJ1111                         *CURRENT SURVEY CONTROL
 FJ1111  ______________________________________________________________________
 FJ1111* NAD 83(1993) POSITION- 35 41 47.01112(N) 097 51 18.07643(W)   ADJUSTED
 FJ1111* NAVD 88 ORTHO HEIGHT -   412.    (meters)     1352.    (feet) SCALED
 FJ1111  ______________________________________________________________________
 FJ1111  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 FJ1111  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 FJ1111  HORZ ORDER      -  FIRST
 FJ1111
 FJ1111.The horizontal coordinates were established by classical geodetic methods
 FJ1111.and adjusted by the National Geodetic Survey in November 1994.
 FJ1111
 FJ1111.The orthometric height was scaled from a topographic map.
 FJ1111
 FJ1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1111.GEOID18 height accuracy estimate available here.
 FJ1111
 FJ1111.Click photographs - Photos may exist for this station.
 FJ1111
 FJ1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1111
 FJ1111. The following values were computed from the NAD 83(1993) position.
 FJ1111
 FJ1111;                    North         East     Units Scale Factor Converg.
 FJ1111;SPC OK N     -    77,276.463   613,121.460   MT  0.99997899   +0 05 08.0
 FJ1111;SPC OK N     -   253,531.20  2,011,549.32   sFT  0.99997899   +0 05 08.0
 FJ1111;UTM  14      - 3,950,878.732   603,590.524   MT  0.99973223   +0 40 05.3
 FJ1111
 FJ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1111!SPC OK N     -   0.99993957  x   0.99997899  =   0.99991856
 FJ1111!UTM  14      -   0.99993957  x   0.99973223  =   0.99967181
 FJ1111
 FJ1111:                Primary Azimuth Mark                     Grid Az
 FJ1111:SPC OK N     -  OKARCHE MUNICIPAL TANK                   286 47 46.3
 FJ1111:UTM  14      -  OKARCHE MUNICIPAL TANK                   286 12 49.0
 FJ1111
 FJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0359050878(NAD 83)
 FJ1111
 FJ1111|---------------------------------------------------------------------|
 FJ1111| PID    Reference Object                     Distance      Geod. Az  |
 FJ1111|                                                           dddmmss.s |
 FJ1111| CL5131 EICHOFF 2 RM 4                                     01542     |
 FJ1111| CL5129 EICHOFF 2 AZ MK                                    1515022.4 |
 FJ1111| FJ1138 OKARCHE FARMERS COOP ELEV           APPROX.11.1 KM 2862944.7 |
 FJ1111| FJ1132 OKARCHE MUNICIPAL TANK              APPROX.11.8 KM 2865254.3 |
 FJ1111| CL5128 EICHOFF RM 2                          7.287 METERS 29601     |
 FJ1111|---------------------------------------------------------------------|
 FJ1111
 FJ1111                          SUPERSEDED SURVEY CONTROL
 FJ1111
 FJ1111  NAD 83(1986)-  35 41 47.01617(N)    097 51 18.06145(W) AD(       ) 1
 FJ1111  NAD 27      -  35 41 46.84288(N)    097 51 16.88811(W) AD(       ) 1
 FJ1111
 FJ1111.Superseded values are not recommended for survey control.
 FJ1111
 FJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1111.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1111
 FJ1111_MARKER: DS = TRIANGULATION STATION DISK
 FJ1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1111_STAMPING: EICHOFF 2 1955
 FJ1111_MARK LOGO: CGS
 FJ1111_PROJECTION: RECESSED 20 CENTIMETERS
 FJ1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1111+STABILITY: SURFACE MOTION
 FJ1111
 FJ1111  HISTORY     - Date     Condition        Report By
 FJ1111  HISTORY     - 1955     MONUMENTED       CGS
 FJ1111  HISTORY     - 1967     GOOD             CGS
 FJ1111  HISTORY     - 1981     GOOD             LOCENG
 FJ1111
 FJ1111                          STATION DESCRIPTION
 FJ1111
 FJ1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1111'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF OKARCHE,
 FJ1111'7 MILES NORTHWEST OF PIEDMONT, AND AT THE NORTHERN EDGE OF A
 FJ1111'CULTIVATED FIELD OWNED BY MR. GUSSIE DOW.
 FJ1111'
 FJ1111'REACHED FROM THE POST OFFICE IN PIEDMONT BY GOING EAST ON
 FJ1111'THE MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 4, TURN RIGHT,
 FJ1111'SOUTH, AND GO 2.5 MILES ON HIGHWAY 4 TO STATE HIGHWAY 3, TURN
 FJ1111'RIGHT, WEST, AND GO 6.7 MILES ON HIGHWAY 3 TO A CROSSROAD, TURN
 FJ1111'RIGHT, NORTH, AND GO 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FJ1111'CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 0.25 MILE TO A
 FJ1111'CROSSROAD, TURN LEFT, WEST, AND GO 0.15 MILE TO THE STATION ON
 FJ1111'THE LEFT.
 FJ1111'
 FJ1111'THE STATION MARK IS 45 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FJ1111'A DIRT ROAD, 9 FEET SOUTH OF A FENCE AND WITNESS POST, 8 INCHES
 FJ1111'BELOW THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 FJ1111'EICHOFF 2 1955.
 FJ1111'
 FJ1111'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE APPROXIMATE CENTER
 FJ1111'OF THE DIRT ROAD, 1 FOOT NORTH OF THE FENCE, FLUSH WITH THE
 FJ1111'SURFACE OF THE GROUND, AND THE DISK IS STAMPED EICHOFF NO 2
 FJ1111'1902.
 FJ1111'
 FJ1111'REFERENCE MARK NO. 3 IS 33 FEET NORTH OF THE APPROXIMATE CENTER
 FJ1111'OF THE DIRT ROAD, 1 FOOT SOUTH OF A FENCE, PROJECTS 4 INCHES,
 FJ1111'AND THE DISK IS STAMPED EICHOFF 2 NO 3 1955.
 FJ1111'
 FJ1111'THE AZIMUTH MARK IS 40 FEET WEST OF THE APPROXIMATE CENTER OF
 FJ1111'A DIRT ROAD, 4 FEET SOUTH OF A WITNESS POST, 4 FEET
 FJ1111'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND GATE POST, 1 FOOT EAST
 FJ1111'OF A FENCE, PROJECTS 3 INCHES, AND THE DISK IS STAMPED EICHOFF 2
 FJ1111'1955.
 FJ1111'
 FJ1111'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1111
 FJ1111                          STATION RECOVERY (1967)
 FJ1111
 FJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FJ1111'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FJ1111'CONDITION.  THE STATION MARK IS 9.3 FEET SOUTH-SOUTHEAST
 FJ1111'OF A METAL WITNESS POST AND IS 12 INCHES BELOW THE SURFACE
 FJ1111'OF THE GROUND.
 FJ1111'
 FJ1111'A REPORT WAS RECEIVED THAT THIS STATION WAS IN THE WAY OF
 FJ1111'CONSTRUCTION OF A MICRO-WAVE RELAY TOWER BUT NO INFORMATION
 FJ1111'COULD BE OBTAINED AT THE TIME THE STATION WAS RECOVERED.
 FJ1111'IT DID NOT APPEAR THAT THE STATION WOULD BE IN THE WAY IF
 FJ1111'THE TOWER WAS CONSTRUCTED ON THE HIGHEST GROUND TO THE SOUTH
 FJ1111'OF THE ROAD.
 FJ1111'
 FJ1111'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM PIEDMONT
 FJ1111'WAS NOT CHECKED AT THE TIME OF RECOVERY.
 FJ1111'
 FJ1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES
 FJ1111'EAST-SOUTHEAST OKARCHE.
 FJ1111
 FJ1111                          STATION RECOVERY (1981)
 FJ1111
 FJ1111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1111'FOUND STATION MARK IN GOOD CONDITION (8 INCHES DEEP).
 FJ1111'
 FJ1111'FOUND WITNESS POST IN FENCE IN GOOD CONDITION.
 FJ1111'
 FJ1111'FOUND REFERENCE MARK NO. 2 IN GOOD CONDITION (0.25 FOOT DEEP).
 FJ1111'
 FJ1111'FOUND AZIMUTH MARK CONCRETE MONUMENT WITH BRASS CAP LAYED OVER ON
 FJ1111'ITS SIDE.
 FJ1111'
 FJ1111'FOUND REFERENCE MARK NO. 4 IN AREA CALLED FOR R.M. NO. 3.  NUMBER
 FJ1111'HAD BEEN CHISELED OFF AND RESTAMPED NO. 4.
 FJ1111'
 FJ1111'PART OF THE TOP PORTION OF THE CONCRETE POST HAS BEEN DAMAGED AND
 FJ1111'THE MONUMENT APPEARS TO HAVE BEEN SHOVED 0.5 FOOT NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0568 ***********************************************************************
 FK0568  DESIGNATION -  EISEMANN
 FK0568  PID         -  FK0568
 FK0568  STATE/COUNTY-  OK/CUSTER
 FK0568  COUNTRY     -  US
 FK0568  USGS QUAD   -  ANTHON (2018)
 FK0568
 FK0568                         *CURRENT SURVEY CONTROL
 FK0568  ______________________________________________________________________
 FK0568* NAD 83(1993) POSITION- 35 39 02.11979(N) 099 01 04.15136(W)   ADJUSTED
 FK0568* NAVD 88 ORTHO HEIGHT -   555.    (meters)     1821.    (feet) SCALED
 FK0568  ______________________________________________________________________
 FK0568  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 FK0568  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 FK0568  HORZ ORDER      -  FIRST
 FK0568
 FK0568.The horizontal coordinates were established by classical geodetic methods
 FK0568.and adjusted by the National Geodetic Survey in November 1994.
 FK0568
 FK0568.The orthometric height was scaled from a topographic map.
 FK0568
 FK0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0568.GEOID18 height accuracy estimate available here.
 FK0568
 FK0568.Click photographs - Photos may exist for this station.
 FK0568
 FK0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0568
 FK0568. The following values were computed from the NAD 83(1993) position.
 FK0568
 FK0568;                    North         East     Units Scale Factor Converg.
 FK0568;SPC OK N     -    72,667.903   507,829.495   MT  0.99998583   -0 36 02.4
 FK0568;SPC OK N     -   238,411.28  1,666,103.93   sFT  0.99998583   -0 36 02.4
 FK0568;UTM  14      - 3,945,194.923   498,386.887   MT  0.99960003   -0 00 37.4
 FK0568
 FK0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0568!SPC OK N     -   0.99991719  x   0.99998583  =   0.99990302
 FK0568!UTM  14      -   0.99991719  x   0.99960003  =   0.99951725
 FK0568
 FK0568:                Primary Azimuth Mark                     Grid Az
 FK0568:SPC OK N     -  EISEMANN AZ MK                           094 29 33.3
 FK0568:UTM  14      -  EISEMANN AZ MK                           093 54 08.3
 FK0568
 FK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME9838645194(NAD 83)
 FK0568
 FK0568|---------------------------------------------------------------------|
 FK0568| PID    Reference Object                     Distance      Geod. Az  |
 FK0568|                                                           dddmmss.s |
 FK0568| FK0553 THOMAS MUNICIPAL WATER TANK         APPROX.26.8 KM 0650727.5 |
 FK0568| FK0560 CUSTER MUNICIPAL WATER TANK         APPROX.11.8 KM 0812420.3 |
 FK0568| CK8611 EISEMANN AZ MK                                     0935330.9 |
 FK0568| FK0555 ARAPAHOE PRESBYTERIAN CH SPIRE      APPROX. 9.5 KM 1455031.0 |
 FK0568| FK0557 ARAPAHOE CHRISTIAN SPIRE            APPROX. 9.5 KM 1472759.3 |
 FK0568| FK0556 ARAPAHOE TANK                       APPROX. 9.3 KM 1495651.7 |
 FK0568| CK8612 EISEMANN RM 1                        37.346 METERS 18755     |
 FK0568| CK8613 EISEMANN RM 2                        38.472 METERS 27435     |
 FK0568|---------------------------------------------------------------------|
 FK0568
 FK0568                          SUPERSEDED SURVEY CONTROL
 FK0568
 FK0568  NAD 83(1986)-  35 39 02.12473(N)    099 01 04.13623(W) AD(       ) 1
 FK0568  NAD 27      -  35 39 01.95307(N)    099 01 02.80754(W) AD(       ) 1
 FK0568
 FK0568.Superseded values are not recommended for survey control.
 FK0568
 FK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0568.See file dsdata.pdf to determine how the superseded data were derived.
 FK0568
 FK0568_MARKER: DS = TRIANGULATION STATION DISK
 FK0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0568_STAMPING: EISEMANN 1935
 FK0568_MARK LOGO: CGS
 FK0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0568+STABILITY: SURFACE MOTION
 FK0568
 FK0568  HISTORY     - Date     Condition        Report By
 FK0568  HISTORY     - 1935     MONUMENTED       CGS
 FK0568  HISTORY     - 1960     GOOD             CGS
 FK0568  HISTORY     - 1966     GOOD             LOCENG
 FK0568  HISTORY     - 1969     MARK NOT FOUND   CGS
 FK0568
 FK0568                          STATION DESCRIPTION
 FK0568
 FK0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0568'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC. 33, T.
 FK0568'14 N., R. 17 W., ABOUT 5 MILES NORTH AND 3 MILES WEST OF ARAPAHO,
 FK0568'IN THE NORTHWEST CORNER OF A CANE FIELD, 10 FEET EAST OF
 FK0568'NORTH-SOUTH FENCE, 13-1/2 FEET SOUTH OF CENTERLINE OF LANE
 FK0568'ALONG EAST-WEST FENCE.  ABOUT 0.2 MILE EAST OF THE HOME
 FK0568'OF H.H. ALEXANDER.
 FK0568'
 FK0568'TO REACH STATION FROM THE JUNCTION OF THE MAIN STREET IN
 FK0568'ARAPAHO AND STATE HIGHWAY 14, GO NORTH ON STATE HIGHWAY 14
 FK0568'6.1 MILES TO JUNCTIONS OF STATE HIGHWAYS 14 AND 33 TURN LEFT
 FK0568'AND GO WEST 3.5 MILES AND TURN SHARP LEFT AFTER CROSSING
 FK0568'A STEEL BRIDGE.  FOLLOW DIRT ROAD SOUTH 1.2 MILES TO A HOUSE
 FK0568'ON LEFT.  GO THROUGH YARD AND FOLLOW FENCE NORTH, TURN EAST
 FK0568'AT FENCE CORNER AND GO 0.2 MILE TO TOP OF GRADE AND STATION
 FK0568'IN CORNER OF CANE FIELD ON RIGHT OF DIRT TRAIL.  MARK SET
 FK0568'AS DESCRIBED.
 FK0568'
 FK0568'REFERENCE MARK NO. 1 IS NORTH-SOUTH FENCE LINE.  DISTANCE
 FK0568'122.51 FEET (37.346 METERS).
 FK0568'
 FK0568'REFERENCE MARK NO. 2 IS IN EAST-WEST FENCE LINE.  DISTANCE
 FK0568'126.24 FEET (38.472 METERS).
 FK0568'
 FK0568'AZIMUTH MARK IS IN NORTH-SOUTH FENCE LINE WHERE AN EAST-WEST
 FK0568'FENCE JOINS IT.  TO REACH FROM STATION FOLLOW FENCE 0.4
 FK0568'MILE EAST TO NORTH-SOUTH FENCE AND MARK IN FENCE LINE.
 FK0568'
 FK0568'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0568
 FK0568                          STATION RECOVERY (1960)
 FK0568
 FK0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 FK0568'STATION RECOVERED AND ALL MARKS WERE FOUND.  THE STATION
 FK0568'MARK AND REFERENCE MARKS ARE LOCATED ON THE HIGHEST POINT
 FK0568'IN VICINITY IN A CULTIVATED FIELD THAT HAS BEEN TERRACED.
 FK0568'THE FENCE LINE MENTIONED IN ORIGINAL DESCEIPTION HAS BEEN
 FK0568'ALL REMOVED.  THE MARKS APPEAR TO HAVE BEEN STRUCK BY FARM
 FK0568'MACHINERY.  THE STATION MARK APPEARS TO HAVE BEEN MOVED.
 FK0568'NO MEASUREMENTS WERE TAKEN TO CHECK ITS POSITION.
 FK0568'
 FK0568'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH.
 FK0568
 FK0568                          STATION RECOVERY (1966)
 FK0568
 FK0568'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (JPA)
 FK0568'EISEMANN, AZ. MARK BOTH RECOVERED IN GOOD CONDITION IN MARCH
 FK0568'1966.
 FK0568
 FK0568                          STATION RECOVERY (1969)
 FK0568
 FK0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FK0568'REFERENCE MARK NO 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FK0568'STATION AND REFERENCE MARK NO 1 ARE BELIEVED TO HAVE BEEN PLOWED
 FK0568'OUT.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 FK0568'
 FK0568'ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1119 ***********************************************************************
 FJ1119  DESIGNATION -  EL RENO AIRPORT
 FJ1119  PID         -  FJ1119
 FJ1119  STATE/COUNTY-  OK/CANADIAN
 FJ1119  COUNTRY     -  US
 FJ1119  USGS QUAD   -  EL RENO (2018)
 FJ1119
 FJ1119                         *CURRENT SURVEY CONTROL
 FJ1119  ______________________________________________________________________
 FJ1119* NAD 83(1993) POSITION- 35 31 17.21563(N) 097 58 23.57795(W)   ADJUSTED
 FJ1119* NAVD 88 ORTHO HEIGHT -   422.    (meters)     1385.    (feet) SCALED
 FJ1119  ______________________________________________________________________
 FJ1119  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FJ1119  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ1119  HORZ ORDER      -  SECOND
 FJ1119
 FJ1119.The horizontal coordinates were established by classical geodetic methods
 FJ1119.and adjusted by the National Geodetic Survey in November 1994.
 FJ1119
 FJ1119.The orthometric height was scaled from a topographic map.
 FJ1119
 FJ1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1119.GEOID18 height accuracy estimate available here.
 FJ1119
 FJ1119.Click photographs - Photos may exist for this station.
 FJ1119
 FJ1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1119
 FJ1119. The following values were computed from the NAD 83(1993) position.
 FJ1119
 FJ1119;                    North         East     Units Scale Factor Converg.
 FJ1119;SPC OK N     -    57,856.881   602,429.462   MT  1.00000852   +0 00 56.9
 FJ1119;SPC OK N     -   189,818.78  1,976,470.66   sFT  1.00000852   +0 00 56.9
 FJ1119;UTM  14      - 3,931,356.955   593,099.087   MT  0.99970681   +0 35 47.8
 FJ1119
 FJ1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1119!SPC OK N     -   0.99993799  x   1.00000852  =   0.99994651
 FJ1119!UTM  14      -   0.99993799  x   0.99970681  =   0.99964481
 FJ1119
 FJ1119:                Primary Azimuth Mark                     Grid Az
 FJ1119:SPC OK N     -  J 170                                    177 31 22.0
 FJ1119:UTM  14      -  J 170                                    176 56 31.1
 FJ1119
 FJ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9309931356(NAD 83)
 FJ1119
 FJ1119|---------------------------------------------------------------------|
 FJ1119| PID    Reference Object                     Distance      Geod. Az  |
 FJ1119|                                                           dddmmss.s |
 FJ1119| FJ1122 EL RENO SCHRODER GRAIN ELEV         APPROX. 1.7 KM 0632651.1 |
 FJ1119| FJ0536 G 170                                50.414 METERS 17649     |
 FJ1119| FJ0538 J 170                                              1773218.9 |
 FJ1119| FJ0535 H 170                                44.534 METERS 31852     |
 FJ1119|---------------------------------------------------------------------|
 FJ1119
 FJ1119                          SUPERSEDED SURVEY CONTROL
 FJ1119
 FJ1119  NAD 83(1986)-  35 31 17.22050(N)    097 58 23.56251(W) AD(       ) 2
 FJ1119  NAD 27      -  35 31 17.03445(N)    097 58 22.38346(W) AD(       ) 2
 FJ1119
 FJ1119.Superseded values are not recommended for survey control.
 FJ1119
 FJ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1119.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1119
 FJ1119_MARKER: DS = TRIANGULATION STATION DISK
 FJ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1119_STAMPING: EL RENO AIRPORT 1955
 FJ1119_MARK LOGO: CGS
 FJ1119_PROJECTION: FLUSH
 FJ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1119+STABILITY: SURFACE MOTION
 FJ1119
 FJ1119  HISTORY     - Date     Condition        Report By
 FJ1119  HISTORY     - 1955     MONUMENTED       CGS
 FJ1119
 FJ1119                          STATION DESCRIPTION
 FJ1119
 FJ1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1119'THE STATION IS LOCATED AT EL RENO AIRPORT, 3/4 MILE SOUTH
 FJ1119'AND 1 MILE WEST FROM THE CENTER OF EL RENO.  IN THE NORTHEAST
 FJ1119'1/4 OF SECTION 18, T12N, R7W.
 FJ1119'
 FJ1119'TO REACH FROM A POINT WHERE U.S. HIGHWAYS 66 AND 81 JUNCTION
 FJ1119'(66 TURNS WEST AND 81 CONTINUES NORTH), IN EL RENO, GO SOUTH,
 FJ1119'EAST, AND SOUTH ON HIGHWAY 66 AND 81 FOR 0.8 MILE TO A CROSSROAD
 FJ1119'AND A TANK IN THE SOUTHWEST ANGLE, TURN RIGHT, GO WEST FOR
 FJ1119'1.15 MILES TO A CROSSROAD, TURN LEFT, GO SOUTH FOR 0.05
 FJ1119'MILE TO ENTRANCE OF AIRPORT AND STATION.
 FJ1119'
 FJ1119'THE STATION MARK IS 103 FEET SOUTH OF A ROAD ENTERING THE
 FJ1119'AIRPORT, 100 FEET EAST OF A LONG TIN HANGER, AND 88 FEET
 FJ1119'NORTHWEST OF THE SOUTHWEST CORNER OF A ROCK HOUSE.  THE
 FJ1119'MARK IS LEVEL WITH THE GROUND SURFACE AND IS STAMPED EL
 FJ1119'RENO AIRPORT 1955.
 FJ1119'
 FJ1119'BENCH MARK G 170, SOUTH OF STATION, IS 122 FEET SOUTH-SOUTHWEST
 FJ1119'OF THE SOUTHWEST CORNER OF A ROCK HOUSE, 107 FEET EAST OF
 FJ1119'A LONG TIN HANGER, AND 4 FEET SOUTH OF A TELEPHONE POLE.
 FJ1119'THE MARK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS
 FJ1119'STAMPED G 170 1953.
 FJ1119'
 FJ1119'BENCH MARK H 170, NORTHWEST OF THE STATION, IS 71 FEET SOUTH
 FJ1119'OF A GUYED POWER POLE, 28 FEET SOUTH OF THE CENTER OF A
 FJ1119'ROAD ENTERING THE AIRPORT, 4 FEET NORTH OF THE NORTHEAST
 FJ1119'CORNER OF A LONG TIN HANGER, AND 3 FEET SOUTH OF A WITNESS
 FJ1119'POST.  THE MARK IS LEVEL WITH THE SURFACE OF THE GROUND
 FJ1119'AND IS STAMPED H 170 1953.
 FJ1119'
 FJ1119'BENCH MARK J 170 (THE AZIMUTH MARK), SOUTH OF THE STATION
 FJ1119'APPROXIMATELY 0.9 MILE, IS 47 FEET EAST OF THE CENTER OF
 FJ1119'A NORTH-SOUTH ROAD, 23 FEET NORTH OF THE CENTER OF AN EAST-WEST
 FJ1119'ROAD, AND 15 FEET EAST OF A TELEPHONE POLE.
 FJ1119'
 FJ1119'THE ANGLE AND DISTANCE TO BENCH MARK F 170 WAS NOT MEASURED,
 FJ1119'SINCE THE LINE WAS OBSTRUCTED.
 FJ1119'
 FJ1119'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1121 ***********************************************************************
 FJ1121  DESIGNATION -  EL RENO CATH CH SPIRE
 FJ1121  PID         -  FJ1121
 FJ1121  STATE/COUNTY-  OK/CANADIAN
 FJ1121  COUNTRY     -  US
 FJ1121  USGS QUAD   -  EL RENO (2018)
 FJ1121
 FJ1121                         *CURRENT SURVEY CONTROL
 FJ1121  ______________________________________________________________________
 FJ1121* NAD 83(1993) POSITION- 35 31 55.72820(N) 097 57 22.35736(W)   ADJUSTED
 FJ1121  ______________________________________________________________________
 FJ1121  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ1121  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ1121  HORZ ORDER      -  THIRD
 FJ1121
 FJ1121.The horizontal coordinates were established by classical geodetic methods
 FJ1121.and adjusted by the National Geodetic Survey in November 1994.
 FJ1121
 FJ1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1121.GEOID18 height accuracy estimate available here.
 FJ1121
 FJ1121.Click photographs - Photos may exist for this station.
 FJ1121
 FJ1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1121
 FJ1121. The following values were computed from the NAD 83(1993) position.
 FJ1121
 FJ1121;                    North         East     Units Scale Factor Converg.
 FJ1121;SPC OK N     -    59,044.389   603,971.448   MT  1.00000644   +0 01 33.0
 FJ1121;SPC OK N     -   193,714.80  1,981,529.66   sFT  1.00000644   +0 01 33.0
 FJ1121;UTM  14      - 3,932,559.674   594,628.498   MT  0.99971035   +0 36 24.0
 FJ1121
 FJ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9462832559(NAD 83)
 FJ1121
 FJ1121                          SUPERSEDED SURVEY CONTROL
 FJ1121
 FJ1121  NAD 83(1986)-  35 31 55.73315(N)    097 57 22.34192(W) AD(       ) 3
 FJ1121  NAD 27      -  35 31 55.54900(N)    097 57 21.16400(W) AD(       ) 3
 FJ1121  USSD        -  35 31 55.47700(N)    097 57 21.49300(W) AD(       ) 3
 FJ1121
 FJ1121.Superseded values are not recommended for survey control.
 FJ1121
 FJ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1121.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1121
 FJ1121_MARKER: 90 = CHURCH SPIRE
 FJ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1121+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 FJ1121
 FJ1121  HISTORY     - Date     Condition        Report By
 FJ1121  HISTORY     - 1902     FIRST OBSERVED   CGS
 FJ1121  HISTORY     - 1934     GOOD             CGS
 FJ1121  HISTORY     - 20040714 GOOD             USPSQD
 FJ1121
 FJ1121                          STATION DESCRIPTION
 FJ1121
 FJ1121'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1078 ***********************************************************************
 FJ1078  DESIGNATION -  EL RENO E BASE RM A
 FJ1078  PID         -  FJ1078
 FJ1078  STATE/COUNTY-  OK/CANADIAN
 FJ1078  COUNTRY     -  US
 FJ1078  USGS QUAD   -  UNION CITY (2018)
 FJ1078
 FJ1078                         *CURRENT SURVEY CONTROL
 FJ1078  ______________________________________________________________________
 FJ1078* NAD 83(1993) POSITION- 35 26 40.78561(N) 097 56 26.22683(W)   ADJUSTED
 FJ1078* NAVD 88 ORTHO HEIGHT -   440.4   (meters)     1445.    (feet) VERTCON3
 FJ1078  ______________________________________________________________________
 FJ1078  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 FJ1078  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 FJ1078  HORZ ORDER      -  FIRST
 FJ1078
 FJ1078.The horizontal coordinates were established by classical geodetic methods
 FJ1078.and adjusted by the National Geodetic Survey in November 1994.
 FJ1078
 FJ1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1078
 FJ1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1078.GEOID18 height accuracy estimate available here.
 FJ1078
 FJ1078.Click photographs - Photos may exist for this station.
 FJ1078
 FJ1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1078
 FJ1078. The following values were computed from the NAD 83(1993) position.
 FJ1078
 FJ1078;                    North         East     Units Scale Factor Converg.
 FJ1078;SPC OK N     -    49,338.679   605,391.465   MT  1.00002438   +0 02 06.2
 FJ1078;SPC OK N     -   161,871.98  1,986,188.50   sFT  1.00002438   +0 02 06.2
 FJ1078;SPC OK S     -   234,209.756   605,391.596   MT  1.00004860   +0 02 01.3
 FJ1078;SPC OK S     -   768,403.17  1,986,188.93   sFT  1.00004860   +0 02 01.3
 FJ1078;UTM  14      - 3,922,871.774   596,146.246   MT  0.99971392   +0 36 51.8
 FJ1078
 FJ1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1078!SPC OK N     -   0.99993513  x   1.00002438  =   0.99995951
 FJ1078!SPC OK S     -   0.99993513  x   1.00004860  =   0.99998372
 FJ1078!UTM  14      -   0.99993513  x   0.99971392  =   0.99964907
 FJ1078
 FJ1078:                Primary Azimuth Mark                     Grid Az
 FJ1078:SPC OK N     -  MERVELDT                                 008 22 17.7
 FJ1078:SPC OK S     -  MERVELDT                                 008 22 22.6
 FJ1078:UTM  14      -  MERVELDT                                 007 47 32.1
 FJ1078
 FJ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9614622871(NAD 83)
 FJ1078
 FJ1078|---------------------------------------------------------------------|
 FJ1078| PID    Reference Object                     Distance      Geod. Az  |
 FJ1078|                                                           dddmmss.s |
 FJ1078| FJ1128 MERVELDT                            APPROX.15.2 KM 0082423.9 |
 FJ1078| FJ1127 EL RENO SER PIPE CO MW MAST         APPROX. 9.0 KM 0344303.2 |
 FJ1078| FJ0465 EL RENO EAST BASE                    25.921 METERS 11043     |
 FJ1078| FK0543 EL RENO MUSTANG APT BCN             APPROX. 6.3 KM 2982719.8 |
 FJ1078| FK0539 EL RENO FEDERAL REF W TANK          APPROX.11.7 KM 3283152.5 |
 FJ1078| FJ1120 EL RENO SOUTH MUNICIPAL TANK        APPROX. 8.6 KM 3524141.3 |
 FJ1078|---------------------------------------------------------------------|
 FJ1078
 FJ1078                          SUPERSEDED SURVEY CONTROL
 FJ1078
 FJ1078  NAD 83(1986)-  35 26 40.79042(N)    097 56 26.21117(W) AD(       ) 1
 FJ1078  NAD 27      -  35 26 40.59799(N)    097 56 25.04004(W) AD(       ) 1
 FJ1078  NGVD 29 (07/19/86)  440.2    (m)         1444.     (f) VERT ANG       
 FJ1078
 FJ1078.Superseded values are not recommended for survey control.
 FJ1078
 FJ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1078.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1078
 FJ1078_MARKER: DS = TRIANGULATION STATION DISK
 FJ1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1078_STAMPING: EL RENO EAST BASE RM A 1968
 FJ1078_MARK LOGO: CGS
 FJ1078_PROJECTION: FLUSH
 FJ1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1078+STABILITY: SURFACE MOTION
 FJ1078
 FJ1078  HISTORY     - Date     Condition        Report By
 FJ1078  HISTORY     - 1968     MONUMENTED       CGS
 FJ1078
 FJ1078                          STATION DESCRIPTION
 FJ1078
 FJ1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1078'THE STATION IS LOCATED IN THE SAME AREA AND ON THE SAME PROPERTY
 FJ1078'AS TRIANGULATION STATION EL RENO EAST BASE 1900.
 FJ1078'
 FJ1078'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED EL RENO
 FJ1078'EAST BASE RM A 1968 SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FJ1078'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 143
 FJ1078'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 FJ1078'AND 31 FEET SOUTH OF A WIRE FENCE.
 FJ1078'
 FJ1078'A TRAVERSE CONNECTION WAS MADE TO EL RENO EAST BASE 1900 THE
 FJ1078'DISTANCE BEING 25.921 METERS OR 85.04 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0465 ***********************************************************************
 FJ0465  DESIGNATION -  EL RENO EAST BASE
 FJ0465  PID         -  FJ0465
 FJ0465  STATE/COUNTY-  OK/CANADIAN
 FJ0465  COUNTRY     -  US
 FJ0465  USGS QUAD   -  UNION CITY (2018)
 FJ0465
 FJ0465                         *CURRENT SURVEY CONTROL
 FJ0465  ______________________________________________________________________
 FJ0465* NAD 83(1993) POSITION- 35 26 40.48800(N) 097 56 25.26551(W)   ADJUSTED
 FJ0465* NAVD 88 ORTHO HEIGHT -   440.256 (meters)     1444.41  (feet) POSTED
 FJ0465  ______________________________________________________________________
 FJ0465  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FJ0465  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 FJ0465  DYNAMIC HEIGHT  -        439.82  (meters)     1443.0   (feet) COMP
 FJ0465  MODELED GRAVITY -    979,636.9   (mgal)                       NAVD 88
 FJ0465
 FJ0465  HORZ ORDER      -  FIRST
 FJ0465  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0465
 FJ0465.The horizontal coordinates were established by classical geodetic methods
 FJ0465.and adjusted by the National Geodetic Survey in November 1994.
 FJ0465
 FJ0465.The orthometric height was determined by differential leveling
 FJ0465.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0465
 FJ0465.* This is a POSTED BENCH MARK height.
 FJ0465
 FJ0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0465.GEOID18 height accuracy estimate available here.
 FJ0465
 FJ0465.Click photographs - Photos may exist for this station.
 FJ0465
 FJ0465.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0465
 FJ0465.The dynamic height is computed by dividing the NAVD 88
 FJ0465.geopotential number by the normal gravity value computed on the
 FJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0465.degrees latitude (g = 980.6199 gals.).
 FJ0465
 FJ0465.The modeled gravity was interpolated from observed gravity values.
 FJ0465
 FJ0465. The following values were computed from the NAD 83(1993) position.
 FJ0465
 FJ0465;                    North         East     Units Scale Factor Converg.
 FJ0465;SPC OK N     -    49,329.521   605,415.716   MT  1.00002440   +0 02 06.7
 FJ0465;SPC OK N     -   161,841.94  1,986,268.06   sFT  1.00002440   +0 02 06.7
 FJ0465;SPC OK S     -   234,200.598   605,415.847   MT  1.00004858   +0 02 01.9
 FJ0465;SPC OK S     -   768,373.13  1,986,268.49   sFT  1.00004858   +0 02 01.9
 FJ0465;UTM  14      - 3,922,862.865   596,170.581   MT  0.99971397   +0 36 52.4
 FJ0465
 FJ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0465!SPC OK N     -   0.99993515  x   1.00002440  =   0.99995955
 FJ0465!SPC OK S     -   0.99993515  x   1.00004858  =   0.99998372
 FJ0465!UTM  14      -   0.99993515  x   0.99971397  =   0.99964914
 FJ0465
 FJ0465:                Primary Azimuth Mark                     Grid Az
 FJ0465:SPC OK N     -  C 9 57                                   165 57 29.6
 FJ0465:SPC OK S     -  C 9 57                                   165 57 34.4
 FJ0465:UTM  14      -  C 9 57                                   165 22 43.9
 FJ0465
 FJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9617022862(NAD 83)
 FJ0465
 FJ0465|---------------------------------------------------------------------|
 FJ0465| PID    Reference Object                     Distance      Geod. Az  |
 FJ0465|                                                           dddmmss.s |
 FJ0465| FJ1127 EL RENO SER PIPE CO MW MAST         APPROX. 9.0 KM 0343324.3 |
 FJ0465| CL5134 EL RENO EAST BASE RM 3               27.158 METERS 04452     |
 FJ0465| FJ1116 BANNER COOP ELEVATOR                APPROX.11.1 KM 0465306.2 |
 FJ0465| FJ0466 EL RENO EAST BASE RM 1                             09046     |
 FJ0465| CL5645 TT 19A 1                                           1655937.9 |
 FJ0465| AI5627 C 9 57                                             1655936.3 |
 FJ0465| FJ1075 UNION RED ELEV CENTER TOP           APPROX. 5.6 KM 1791412.3 |
 FJ0465| FJ1064 MINCO RED ELEV CENTER TOP           APPROX.14.2 KM 1801529.0 |
 FJ0465| FJ1065 MINCO ELMETA BOND COLL BELFRY       APPROX.14.2 KM 1820844.2 |
 FJ0465| FJ1078 EL RENO E BASE RM A                  25.921 METERS 29043     |
 FJ0465| FK0542 MIDLAND SCHOOLHOUSE BELFRY          APPROX.12.2 KM 2963729.9 |
 FJ0465| FK0543 EL RENO MUSTANG APT BCN             APPROX. 6.3 KM 2982527.0 |
 FJ0465| CL5132 EL RENO EAST BASE RM 2               29.771 METERS 30754     |
 FJ0465| FK0538 FORT RENO FLAGPOLE                  APPROX.15.7 KM 3263133.8 |
 FJ0465| FK0535 FORT RENO HIGH WATER TANK           APPROX.15.9 KM 3264619.6 |
 FJ0465| FK0536 DARLINGTON WATER TANK CENTER        APPROX.16.0 KM 3364933.4 |
 FJ0465| FJ1125 CONCHO IND AGENCY E TANK            APPROX.18.9 KM 3460235.8 |
 FJ0465| FJ1122 EL RENO SCHRODER GRAIN ELEV         APPROX. 9.4 KM 3510051.4 |
 FJ0465| FJ1121 EL RENO CATH CH SPIRE               APPROX. 9.8 KM 3513444.9 |
 FJ0465| FJ1120 EL RENO SOUTH MUNICIPAL TANK        APPROX. 8.6 KM 3523235.5 |
 FJ0465| FJ1118 EL RENO KERFOOT HOTEL CUPOLA        APPROX.10.0 KM 3525622.0 |
 FJ0465|---------------------------------------------------------------------|
 FJ0465
 FJ0465                          SUPERSEDED SURVEY CONTROL
 FJ0465
 FJ0465  NAD 83(1986)-  35 26 40.49278(N)    097 56 25.24977(W) AD(       ) 1
 FJ0465  NAD 27      -  35 26 40.30037(N)    097 56 24.07876(W) AD(       ) 1
 FJ0465  USSD        -  35 26 40.22600(N)    097 56 24.41400(W) AD(       ) 3
 FJ0465  NGVD 29 (??/??/92)  440.078  (m)         1443.82   (f) ADJ UNCH    1 2
 FJ0465  NGVD 29             440.08   (m)         1443.8    (f) LEVELING    3  
 FJ0465
 FJ0465.Superseded values are not recommended for survey control.
 FJ0465
 FJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0465.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0465
 FJ0465_MARKER: DD = SURVEY DISK
 FJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0465_MARK LOGO: CGS
 FJ0465_PROJECTION: FLUSH
 FJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0465+STABILITY: SURFACE MOTION
 FJ0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0465+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 FJ0465
 FJ0465  HISTORY     - Date     Condition        Report By
 FJ0465  HISTORY     - 1900     MONUMENTED       CGS
 FJ0465  HISTORY     - 1934     GOOD             OKGS
 FJ0465  HISTORY     - 1934     GOOD             CGS
 FJ0465  HISTORY     - 1937     GOOD             OKDH
 FJ0465  HISTORY     - 1947     GOOD             CGS
 FJ0465  HISTORY     - 1953     GOOD             CGS
 FJ0465  HISTORY     - 1955     GOOD             CGS
 FJ0465  HISTORY     - 1966     GOOD             OKDH
 FJ0465  HISTORY     - 1966     GOOD             CGS
 FJ0465  HISTORY     - 1967     GOOD             CGS
 FJ0465  HISTORY     - 1968     GOOD             CGS
 FJ0465  HISTORY     - 1978     GOOD             DMA
 FJ0465  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0465  HISTORY     - 20030626 GOOD             ALMLS
 FJ0465  HISTORY     - 20050808 GOOD             OKDOT
 FJ0465
 FJ0465                          STATION DESCRIPTION
 FJ0465
 FJ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 FJ0465'IN SEC. 9, T11N, R7W, ON LAND OWNED IN 1902 BY G.L.
 FJ0465'NEWMAN.  SURFACE MARK IS STANDARD STATION DISK IN RED SANDSTONE
 FJ0465'BLOCK.  UNDERGROUND MARK IS COPPER BOLT IN LIMESTONE BLOCK
 FJ0465'ABOUT 4 FEET BELOW SURFACE.  REFERENCE MARK IS 60-PENNY NAIL
 FJ0465'IN TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE, IN
 FJ0465'NORTHEAST CORNER OF MR. NEWMANS PEACH ORCHARD, ON WEST SIDE OF
 FJ0465'ROAD, AND 277.20 METERS (909.4 FEET) FROM STATION, S 89 DEG
 FJ0465'13 MIN 41 SEC E.  SECTION CORNER COMMON TO SECTIONS 9,
 FJ0465'10, 15 AND 16 IS ABOUT 1,057 METERS (3,468 FEET) FROM STATION,
 FJ0465'S 15 DEG 22 MIN 14 SEC E.
 FJ0465
 FJ0465                          STATION RECOVERY (1934)
 FJ0465
 FJ0465'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 FJ0465'SEVEN MILES SOUTH ALONG U.S. HIGHWAY 81, FROM THE INTERSECTION
 FJ0465'OF MADSON AND ROCK ISLAND STREETS IN EL RENO, 1/4 MILE WEST OF
 FJ0465'U.S. HIGHWAY 81, ON NEWMAN FARM IN EAST HALF OF SECTION 9, T11N,
 FJ0465'R7W.
 FJ0465'
 FJ0465'THE REFERENCE MARK IS LOCATED 29 FEET WEST OF THE CENTER LINE
 FJ0465'OF U.S. HIGHWAY 81, 20 FEET EAST OF NEWMAN PROPERTY LINE FENCE
 FJ0465'AND 7.2 FEET NORTH OF THE SOUTHEAST CORNER OF A BARN LOT.
 FJ0465
 FJ0465                          STATION RECOVERY (1934)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ0465'ORIGINAL DESCRIPTION GOOD, BUT SHORT.  STATION MARK IN GOOD
 FJ0465'CONDITION, REFERENCE MARK GOOD, EXCEPT THAT THE NAIL IS BENT.
 FJ0465'
 FJ0465'STATION IS ABOUT 7 MILES SOUTH ON U.S. HIGHWAY 81 OF EL RENO,
 FJ0465'OKLA., ON LAND OWNED BY THE NEWMAN ESTATE, 312 YARDS WEST
 FJ0465'OF HIGHWAY, 20 YARDS SOUTH OF PASTURE FENCE AND DIRECTLY WEST OF
 FJ0465'SOUTH SIDE OF NEWMAN BARN.  REFERENCE MARK IS 8 YARDS WEST OF
 FJ0465'THE CENTER LINE OF U.S. HIGHWAY 81, 7 YARDS EAST OF PROPERTY
 FJ0465'LINE FENCE, ABOUT 37 YARDS EAST AND 10 YARDS SOUTH OF SOUTHEAST
 FJ0465'CORNER OF NEWMAN BARN.
 FJ0465
 FJ0465                          STATION RECOVERY (1937)
 FJ0465
 FJ0465'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 FJ0465'CHAS. A. NEWBERRY, PARTY CHIEF, STATE HIGHWAY PLANNING SURVEY,
 FJ0465'720 COTTON EXCHANGE BUILDING, OKLAHOMA CITY, HAS SUBMITTED THE
 FJ0465'FOLLOWING- GOOD.  IN NORTHEAST QUARTER OF SEC. 9, T11N, R7W,
 FJ0465'900 FEET WEST OF U.S. HIGHWAY 81, WHICH IS ON NORTH-SOUTH
 FJ0465'SECTION LINE AT THIS POINT AND 0.30 MILE SOUTH OF THE NORTH
 FJ0465'LINE OF THE SECTION.
 FJ0465
 FJ0465                          STATION RECOVERY (1947)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FJ0465'STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 FJ0465'FOLLOWS-
 FJ0465'
 FJ0465'STATION IS ABOUT 7 MILES S FROM THE CENTER OF EL RENO, 1/4
 FJ0465'MILE W OF U.S. HIGHWAY 81, IN THE PASTURE, ABOUT 250 YARDS W OF
 FJ0465'THE FARM BUILDINGS, AND ON THE FARM OWNED BY MR. ALBERT PETERS.
 FJ0465'IT IS IN SEC. 9, T. 11 N., R. 7 W., ABOUT 20 YARDS S FROM THE
 FJ0465'FENCE DIVIDING THE FIELD TO THE N AND THE PASTURE TO THE S, ON
 FJ0465'THE HIGHEST PART OF THE FLAT HILLTOP.
 FJ0465'
 FJ0465'THE UNDERGROUND MARK IS DESCRIBED AS A COPPER BOLT SET IN THE TOP
 FJ0465'OF A LIMESTONE BLOCK, SET 4 FEET BELOW THE SURFACE.  THE SURFACE
 FJ0465'MARK IS AN OLD STYLE DISK SET IN THE CENTER OF A CONCRETE BLOCK
 FJ0465'4 FEET SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.
 FJ0465'
 FJ0465'THE REFERENCE MARK IS A NAIL SET IN THE TOP OF A 4-INCH
 FJ0465'TERRA-COTTA PIPE FILLED WITH AND SURROUNDED WITH CONCRETE AND
 FJ0465'3 INCHES BELOW THE SURFACE.  IT IS 8 YARDS W OF THE CENTER LINE
 FJ0465'OF U.S. HIGHWAY 81, 7 YARDS E OF THE W RIGHT-OF-WAY FENCE
 FJ0465'WHICH IS THE E FENCE OF THE BARNYARD, AND 37 YARDS E AND 10
 FJ0465'YARDS S FROM THE SE CORNER OF THE BARN.  IT IS 277.20 METERS
 FJ0465'(909.4 FEET) FROM THE STATION, S 89 DEG 13 MIN 41 SEC E.
 FJ0465'
 FJ0465'TO REACH STATION FROM THE MAIN STREET INTERSECTION IN EL RENO, GO
 FJ0465'S ON HIGHWAY 81 FOR 6.8 MILES TO THE PETERS FARM ON THE RIGHT.
 FJ0465'TURN RIGHT IN THROUGH THE BARNYARD AND GO W 0.2 MILE ACROSS THE
 FJ0465'PASTURE TO THE STATION.
 FJ0465
 FJ0465                          STATION RECOVERY (1953)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FJ0465'5.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0465'RAILROAD FROM THE STATION AT EL RENO, THENCE 0.9 MILE EAST ALONG
 FJ0465'A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 81, 0.15
 FJ0465'MILE WEST OF A LARGE RED BARN, 60 FEET SOUTH OF AN EAST AND
 FJ0465'WEST FENCE, FLUSH WITH THE GROUND, A TRIANGULATION STATION SET
 FJ0465'IN THE TOP OF A 4 FOOT SLAB OF CONCRETE.  THERE IS NO STAMPING
 FJ0465'ON THE DISK.
 FJ0465'
 FJ0465'EL RENO EAST BASE R.M. IS 909.4 FEET EAST OF TRIANGULATION
 FJ0465'STATION EL RENO EAST BASE, 29 FEET WEST OF THE CENTER LINE OF
 FJ0465'U.S. HIGHWAY 81, 69 FEET SOUTH OF THE CENTER OF A GATE, 21.3
 FJ0465'FEET NORTHEAST OF A FENCE CORNER, 19.7 FEET EAST OF A WITNESS
 FJ0465'POST, 0.2 FOOT BELOW THE TOP OF THE GROUND, A NAIL IN THE TOP
 FJ0465'OF A 4 INCH PIPE WHICH IS FILLED WITH CONCRETE AND SET IN
 FJ0465'CONCRETE.
 FJ0465
 FJ0465                          STATION RECOVERY (1955)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0465'THE STATION WAS RECOVERED AS DESCRIBED BY C.L.G. IN 1934 AND THE
 FJ0465'STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 FJ0465'AS DESCRIBED.  TWO NEW REFERENCE MARKS WERE SET BY THIS PARTY.
 FJ0465'NO 19A 1 TT, A U.S.C. AND G.S AND STATE SURVEY MARKER, WAS
 FJ0465'USED AS AN AZIMUTH MARK.
 FJ0465'
 FJ0465'ADDITIONAL NOTES FOLLOW-
 FJ0465'
 FJ0465'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF EL RENO, 6 MILES
 FJ0465'SOUTHWEST OF BANNER, AND ON PROPERTY OWNED BY MR. ALBERT
 FJ0465'H. PETERS.
 FJ0465'
 FJ0465'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 81, WHICH
 FJ0465'IS 2.4 MILES SOUTH OF EL RENO, BY GOING SOUTH ON HIGHWAY 81 FOR
 FJ0465'4.4 MILES TO A LANE ON THE RIGHT TO MR. PETERS FARMHOUSE ON
 FJ0465'THE RIGHT,* TURN RIGHT, WEST, PASSING TO THE SOUTH OF THE BARN
 FJ0465'AND GO 0.2 MILE TO THE TOP OF A RISE AND THE STATION.
 FJ0465'
 FJ0465'* TO REACH 19A 1 TT FROM THIS POINT, CONTINUE SOUTHERLY FOR
 FJ0465'0.7 MILE TO THE MARK ON THE RIGHT.
 FJ0465'
 FJ0465'THE STATION MARK IS 61 FEET SOUTH OF A FENCE.  THE MARK IS
 FJ0465'FLUSH WITH THE GROUND, AND THE DISK IS NOT STAMPED.
 FJ0465'
 FJ0465'THE REFERENCE MARK SET IN 1900 WAS RECOVERED AS DESCRIBED.  IT
 FJ0465'IS A NAIL IN A CONCRETE POST FLUSH WITH THE GROUND.
 FJ0465'
 FJ0465'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE FENCE, PROJECTS 1
 FJ0465'INCH, AND THE DISK IS STAMPED EL RENO EAST BASE NO 2 1900.
 FJ0465'
 FJ0465'REFERENCE MARK NO. 3 IS 1 FOOT SOUTH OF THE FENCE, PROJECTS 3
 FJ0465'INCHES, AND THE DISK IS STAMPED EL RENO EAST BASE 1900.
 FJ0465'
 FJ0465'NO 19A 1 TT USC AND GS AND STATE SURVEY MARKER, USED AS AN
 FJ0465'AZIMUTH MARK, IS 46 FEET WEST OF THE CENTER LINE OF HIGHWAY
 FJ0465'81, 3 FEET EAST OF A FENCE, AND 2 FEET NORTH OF A WITNESS POST.
 FJ0465'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED NO 19A 1 TT.
 FJ0465'
 FJ0465'HEIGHT OF LIGHT ABOVE MARK 14 METERS.
 FJ0465
 FJ0465                          STATION RECOVERY (1966)
 FJ0465
 FJ0465'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1966
 FJ0465'EL RENO E. BASE GOOD- RECOVERED SEPT. 1966.
 FJ0465'
 FJ0465'AZ. MARK, RECOVERED CONC. POST, DISK MISSING. A OKLA. STATE
 FJ0465'HIGHWAY DEPARTMENT STANDARD BRASS MONUMENT WAS SET IN THE CENTER
 FJ0465'OF THE CONC. POST NO. C-9-57.
 FJ0465
 FJ0465                          STATION RECOVERY (1966)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FJ0465'6 MI S FROM EL RENO.
 FJ0465'5.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0465'RAILROAD FROM THE STATION AT EL RENO, THENCE 0.9 MILE EAST ALONG
 FJ0465'A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 81, 0.15
 FJ0465'MILE WEST OF A LARGE RED BARN, 60 FEET SOUTH OF AN EAST AND
 FJ0465'WEST FENCE, SET IN THE TOP OF A 4-FOOT SLAB OF CONCRETE, FLUSH
 FJ0465'WITH THE GROUND.
 FJ0465
 FJ0465                          STATION RECOVERY (1967)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FJ0465'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FJ0465'AND REFERENCE MARK NO. 3 WERE RECOVERED AS DESCRIBED IN 1955
 FJ0465'AND FOUND IN GOOD CONDITION.  NO. 19A I TT USC AND GS AND STATE
 FJ0465'SURVEY MARK (AZIMUTH MARK) WAS DESTROYED BY ROAD CONSTRUCTION.
 FJ0465'THE OKLAHOMA STATE HIGHWAY DEPARTMENT SET A NEW MARK NEAR THE
 FJ0465'SAME LOCATION AND THIS MARK WAS USED FOR THE NEW AZIMUTH MARK.
 FJ0465'
 FJ0465'THE TO REACH THE STATION WAS FOUND ADEQUATE.
 FJ0465'
 FJ0465'THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK THE 1955
 FJ0465'DIRECTION BY 17.7 SECONDS.
 FJ0465'
 FJ0465'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WERE CHECKED.
 FJ0465'
 FJ0465'THE DIRECTION TO REFERENCE MARK NO. 1 WAS CHECKED BUT THE
 FJ0465'DISTANCE FAILED TO CHECK BY 0.06 FEET.
 FJ0465'
 FJ0465'FOLLOWING IS A DESCRIPTION FOR C 9-57 (AZIMUTH MARK).
 FJ0465'
 FJ0465'C 9-57 WAS USED AS THE AZIMUTH MARK, IS A STANDARD STATE OF
 FJ0465'OKLAHOMA DEPARTMENT DISK STAMPED C 9-57, SET IN THE TOP OF A
 FJ0465'SQUARE CONCRETE POST WHICH IS 1 FOOT BELOW THE SURFACE OF THE
 FJ0465'GROUND.  IT IS 45.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 FJ0465'81, 5.5 FEET NORTHWEST OF THE NORTH EDGE OF TRASH BARRELS, 4
 FJ0465'FEET EAST OF A FENCE, AND 3 FEET SOUTH OF A CRESOTE POST PAINTED
 FJ0465'YELLOW WITH A METAL WITNESS SIGN.
 FJ0465'
 FJ0465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2
 FJ0465'MILE TO U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH ON U.S.
 FJ0465'HIGHWAY 81 FOR 0.7 MILE TO THE MARK ON THE RIGHT.  IT IS
 FJ0465'ABOUT 0.05 MILE SOUTH OF A CROSSROAD.
 FJ0465
 FJ0465                          STATION RECOVERY (1968)
 FJ0465
 FJ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ0465'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3, WERE
 FJ0465'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1
 FJ0465'WAS RECOVERED BUT NOT OBSERVED BECAUSE OF TREES AND OBSTACLES ON
 FJ0465'LINE.  NO 19A 1 TT USED AS AZIMUTH MARK IN PREVIOUS OBSERVATIONS
 FJ0465'WAS NOT RECOVERED.  STATE OF OKLAHOMA DEPARTMENT OF HIGHWAYS
 FJ0465'MARK NO C-9-57 WAS USED AS AZIMUTH MARK AT THIS TIME.  DUE TO
 FJ0465'CHANGES IN ROADS A NEW DESCRIPTION FOLLOWS.
 FJ0465'
 FJ0465'TO REACH FROM CROSS ROAD AND CAUTION LIGHT IN UNION CITY, GO
 FJ0465'NORTH ON US HIGHWAY 81 FOR 2.7 MILES TO AZIMUTH MARK ON THE
 FJ0465'LEFT.  CONTINUE NORTH ON US HIGHWAY 81 FOR 0.85 MILE TO
 FJ0465'FARM LOT GATE ON LEFT.  TURN LEFT AND PASS THROUGH GATE GO SOUTH
 FJ0465'AROUND SOUTH SIDE OF FARM BUILDING TO A GATE.  PASS THROUGH GATE
 FJ0465'BETWEEN BUILDINGS AND GO WEST 0.05 MILE TO GATE.  PASS THROUGH
 FJ0465'GATE AND GO WEST FOR 0.1 MILE TO STATION AS DESCRIBED.
 FJ0465'
 FJ0465'THE STATION IS AN OLD TYPE STANDARD STATION MARK DISK SET IN THE
 FJ0465'CENTER OF A 4 IN X 4 IN FEET SANDSTONE BLOCK THAT IS FLUSH
 FJ0465'WITH THE GROUND.  IT IS 61 FEET SOUTH OF A FENCE.
 FJ0465'
 FJ0465'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EL RENO EAST BASE
 FJ0465'NO 2 1900, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FJ0465'THAT PROJECTS 1 INCH.  IT IS 1 FOOT SOUTH OF A FENCE.
 FJ0465'
 FJ0465'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EL RENO EAST BASE
 FJ0465'NO 3 1900, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FJ0465'THAT PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF A FENCE AND
 FJ0465'3.5 FEET EAST OF A METAL WITNESS POST.
 FJ0465'
 FJ0465'AZIMUTH MARK IS A STATE OF OKLAHOMA DEPARTMENT OF HIGHWAYS
 FJ0465'MARK, STAMPED NO C-9-57, SET IN THE TOP OF AN 8X8 INCH CONCRETE
 FJ0465'POST THAT IS 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 4
 FJ0465'FEET EAST OF A FENCE, 4.6 FEET NORTHEAST OF A METAL WITNESS POST
 FJ0465'AND 45.5 FEET WEST OF THE CENTERLINE OF US HIGHWAY 81.
 FJ0465
 FJ0465                          STATION RECOVERY (1978)
 FJ0465
 FJ0465'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 FJ0465'U.S.C.G.S.  OLD MARK, GOOD CONDITION.
 FJ0465'
 FJ0465'EL RENO EAST BASE NO.3 1900 GOOD CONDITION.
 FJ0465
 FJ0465                          STATION RECOVERY (1986)
 FJ0465
 FJ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0465'MARK NOT FOUND.
 FJ0465
 FJ0465                          STATION RECOVERY (2003)
 FJ0465
 FJ0465'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FJ0465'MARKER FOUND AS DESCRIBED.
 FJ0465
 FJ0465                          STATION RECOVERY (2005)
 FJ0465
 FJ0465'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2005 (GSR)
 FJ0465'MARK FOUND AS DESCRIBED,AND IS SOUTH OF FIRST CEDAR TREE IN FENCE WEST
 FJ0465'OF BARN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0466 ***********************************************************************
 FJ0466  DESIGNATION -  EL RENO EAST BASE RM 1
 FJ0466  PID         -  FJ0466
 FJ0466  STATE/COUNTY-  OK/CANADIAN
 FJ0466  COUNTRY     -  US
 FJ0466  USGS QUAD   -  UNION CITY (2018)
 FJ0466
 FJ0466                         *CURRENT SURVEY CONTROL
 FJ0466  ______________________________________________________________________
 FJ0466* NAD 83(1986) POSITION- 35 26 40.37   (N) 097 56 14.28   (W)   HD_HELD1
 FJ0466* NAVD 88 ORTHO HEIGHT -   439.230 (meters)     1441.04  (feet) POSTED
 FJ0466  ______________________________________________________________________
 FJ0466  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FJ0466  DYNAMIC HEIGHT  -        438.80  (meters)     1439.6   (feet) COMP
 FJ0466  MODELED GRAVITY -    979,636.9   (mgal)                       NAVD 88
 FJ0466
 FJ0466  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0466
 FJ0466.The horizontal coordinates were determined by differentially corrected
 FJ0466.hand held GPS observations or other comparable positioning techniques
 FJ0466.and have an estimated accuracy of +/- 3 meters.
 FJ0466
 FJ0466.The orthometric height was determined by differential leveling
 FJ0466.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0466
 FJ0466.* This is a POSTED BENCH MARK height.
 FJ0466
 FJ0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0466.GEOID18 height accuracy estimate available here.
 FJ0466
 FJ0466.Click photographs - Photos may exist for this station.
 FJ0466
 FJ0466.The dynamic height is computed by dividing the NAVD 88
 FJ0466.geopotential number by the normal gravity value computed on the
 FJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0466.degrees latitude (g = 980.6199 gals.).
 FJ0466
 FJ0466.The modeled gravity was interpolated from observed gravity values.
 FJ0466
 FJ0466;                    North         East    Units  Estimated Accuracy
 FJ0466;SPC OK N     -    49,326.1     605,692.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0466
 FJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9644722862(NAD 83)
 FJ0466
 FJ0466                          SUPERSEDED SURVEY CONTROL
 FJ0466
 FJ0466  NGVD 29 (??/??/92)  439.052  (m)         1440.46   (f) ADJ UNCH    1 2
 FJ0466
 FJ0466.Superseded values are not recommended for survey control.
 FJ0466
 FJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0466.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0466
 FJ0466_MARKER: N = NAIL
 FJ0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0466
 FJ0466  HISTORY     - Date     Condition        Report By
 FJ0466  HISTORY     - 1900     MONUMENTED       CGS
 FJ0466  HISTORY     - 1953     GOOD             CGS
 FJ0466  HISTORY     - 1955     GOOD             CGS
 FJ0466  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0466
 FJ0466                          STATION DESCRIPTION
 FJ0466
 FJ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0466'7 MI S FROM EL RENO.
 FJ0466'5.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0466'RAILROAD FROM THE STATION AT EL RENO, THENCE 0.9 MILE EAST ALONG
 FJ0466'A DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 81, 909.4
 FJ0466'FEET EAST OF TRIANGULATION STATION EL RENO EAST BASE, 29 FEET
 FJ0466'WEST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTH OF THE
 FJ0466'CENTER OF A GATE, 21.3 FEET NORTHEAST OF A FENCE CORNER, 19.7
 FJ0466'FEET EAST OF A WITNESS POST, A NAIL IN THE TOP OF A 4 INCH
 FJ0466'PIPE WHICH IS FILLED WITH CONCRETE AND SET IN CONCRETE, 0.2 FOOT
 FJ0466'BELOW THE TOP OF THE GROUND.
 FJ0466
 FJ0466                          STATION RECOVERY (1955)
 FJ0466
 FJ0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0466'RECOVERED IN GOOD CONDITION.
 FJ0466
 FJ0466                          STATION RECOVERY (1986)
 FJ0466
 FJ0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0539 ***********************************************************************
 FK0539  DESIGNATION -  EL RENO FEDERAL REF W TANK
 FK0539  PID         -  FK0539
 FK0539  STATE/COUNTY-  OK/CANADIAN
 FK0539  COUNTRY     -  US
 FK0539  USGS QUAD   -  FORT RENO (2018)
 FK0539
 FK0539                         *CURRENT SURVEY CONTROL
 FK0539  ______________________________________________________________________
 FK0539* NAD 83(1993) POSITION- 35 32 03.17235(N) 098 00 27.67097(W)   ADJUSTED
 FK0539  ______________________________________________________________________
 FK0539  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 FK0539  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FK0539  HORZ ORDER      -  THIRD
 FK0539
 FK0539.The horizontal coordinates were established by classical geodetic methods
 FK0539.and adjusted by the National Geodetic Survey in November 1994.
 FK0539
 FK0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0539.GEOID18 height accuracy estimate available here.
 FK0539
 FK0539.Click photographs - Photos may exist for this station.
 FK0539
 FK0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0539
 FK0539. The following values were computed from the NAD 83(1993) position.
 FK0539
 FK0539;                    North         East     Units Scale Factor Converg.
 FK0539;SPC OK N     -    59,272.948   599,302.911   MT  1.00000605   -0 00 16.3
 FK0539;SPC OK N     -   194,464.66  1,966,212.97   sFT  1.00000605   -0 00 16.3
 FK0539;SPC OK S     -   244,144.542   599,302.864   MT  1.00007332   -0 00 15.7
 FK0539;SPC OK S     -   800,997.55  1,966,212.81   sFT  1.00007332   -0 00 15.7
 FK0539;UTM  14      - 3,932,740.822   589,959.291   MT  0.99969973   +0 34 36.3
 FK0539
 FK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8995932740(NAD 83)
 FK0539
 FK0539                          SUPERSEDED SURVEY CONTROL
 FK0539
 FK0539  NAD 83(1986)-  35 32 03.17692(N)    098 00 27.65575(W) AD(       ) 3
 FK0539  NAD 27      -  35 32 02.99563(N)    098 00 26.47467(W) AD(       ) 3
 FK0539
 FK0539.Superseded values are not recommended for survey control.
 FK0539
 FK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0539.See file dsdata.pdf to determine how the superseded data were derived.
 FK0539
 FK0539_MARKER: 53 = ELEVATED TANK
 FK0539
 FK0539  HISTORY     - Date     Condition        Report By
 FK0539  HISTORY     - 1968     FIRST OBSERVED   CGS
 FK0539
 FK0539                          STATION DESCRIPTION
 FK0539
 FK0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FK0539'THE STATION IS THE BALL AT THE APEX OF THE TANK.  IT IS AN
 FK0539'ELEVATED TANK, SUPPORTED BY 6 STEEL LEGS, PAINTED A LIGHT GREEN
 FK0539'WITH AN OVERALL HEIGHT OF 138 FEET.
 FK0539'
 FK0539'IT IS LOCATED IN THE NORTH EDGE OF THE FENCED SECURITY AREA OF
 FK0539'THE FEDERAL REFORMATORY WHICH IS ABOUT 3 MILES WEST OF EL RENO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0543 ***********************************************************************
 FK0543  DESIGNATION -  EL RENO MUSTANG APT BCN
 FK0543  PID         -  FK0543
 FK0543  STATE/COUNTY-  OK/CANADIAN
 FK0543  COUNTRY     -  US
 FK0543  USGS QUAD   -  COGAR NE (2018)
 FK0543
 FK0543                         *CURRENT SURVEY CONTROL
 FK0543  ______________________________________________________________________
 FK0543* NAD 83(1993) POSITION- 35 28 18.46936(N) 098 00 06.68930(W)   ADJUSTED
 FK0543  ______________________________________________________________________
 FK0543  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FK0543  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 FK0543  HORZ ORDER      -  THIRD
 FK0543
 FK0543.This mark is at El Reno Airport (F28)
 FK0543
 FK0543.The horizontal coordinates were established by classical geodetic methods
 FK0543.and adjusted by the National Geodetic Survey in November 1994.
 FK0543
 FK0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0543.GEOID18 height accuracy estimate available here.
 FK0543
 FK0543.Click photographs - Photos may exist for this station.
 FK0543
 FK0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0543
 FK0543. The following values were computed from the NAD 83(1993) position.
 FK0543
 FK0543;                    North         East     Units Scale Factor Converg.
 FK0543;SPC OK N     -    52,347.628   599,831.350   MT  1.00001857   -0 00 03.9
 FK0543;SPC OK N     -   171,743.84  1,967,946.69   sFT  1.00001857   -0 00 03.9
 FK0543;SPC OK S     -   237,218.861   599,831.344   MT  1.00005583   -0 00 03.8
 FK0543;SPC OK S     -   778,275.55  1,967,946.67   sFT  1.00005583   -0 00 03.8
 FK0543;UTM  14      - 3,925,823.372   590,557.720   MT  0.99970106   +0 34 45.3
 FK0543
 FK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9055725823(NAD 83)
 FK0543
 FK0543                          SUPERSEDED SURVEY CONTROL
 FK0543
 FK0543  NAD 83(1986)-  35 28 18.47387(N)    098 00 06.67365(W) AD(       ) 3
 FK0543  NAD 27      -  35 28 18.28598(N)    098 00 05.49811(W) AD(       ) 3
 FK0543
 FK0543.Superseded values are not recommended for survey control.
 FK0543
 FK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0543.See file dsdata.pdf to determine how the superseded data were derived.
 FK0543
 FK0543_MARKER: 21 = AIRPORT BEACON
 FK0543
 FK0543  HISTORY     - Date     Condition        Report By
 FK0543  HISTORY     - 1968     FIRST OBSERVED   CGS
 FK0543
 FK0543                          STATION DESCRIPTION
 FK0543
 FK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FK0543'THE STATION IS THE CENTER OF THE FLASHING BEACON.  IT IS A
 FK0543'STANDARD GREEN AND WHITE REVOLVING AIRPORT BEACON LIGHT LOCATED
 FK0543'AT THE MUSTANG AIRPORT ABOUT 5 MILES SOUTH-SOUTHWEST OF EL RENO
 FK0543'AND IS BETWEEN HANGAR 2 AND HANGAR 3.
 FK0543'
 FK0543'IT IS SUPPORTED BY FOUR LEGS THAT ARE PAINTED ALTERNATELY
 FK0543'ORANGE AND WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1122 ***********************************************************************
 FJ1122  DESIGNATION -  EL RENO SCHRODER GRAIN ELEV
 FJ1122  PID         -  FJ1122
 FJ1122  STATE/COUNTY-  OK/CANADIAN
 FJ1122  COUNTRY     -  US
 FJ1122  USGS QUAD   -  EL RENO (2018)
 FJ1122
 FJ1122                         *CURRENT SURVEY CONTROL
 FJ1122  ______________________________________________________________________
 FJ1122* NAD 83(1993) POSITION- 35 31 41.73770(N) 097 57 23.53925(W)   ADJUSTED
 FJ1122  ______________________________________________________________________
 FJ1122  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ1122  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ1122  HORZ ORDER      -  THIRD
 FJ1122
 FJ1122.The horizontal coordinates were established by classical geodetic methods
 FJ1122.and adjusted by the National Geodetic Survey in November 1994.
 FJ1122
 FJ1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1122.GEOID18 height accuracy estimate available here.
 FJ1122
 FJ1122.Click photographs - Photos may exist for this station.
 FJ1122
 FJ1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1122
 FJ1122. The following values were computed from the NAD 83(1993) position.
 FJ1122
 FJ1122;                    North         East     Units Scale Factor Converg.
 FJ1122;SPC OK N     -    58,613.192   603,941.866   MT  1.00000719   +0 01 32.3
 FJ1122;SPC OK N     -   192,300.11  1,981,432.61   sFT  1.00000719   +0 01 32.3
 FJ1122;UTM  14      - 3,932,128.327   594,603.296   MT  0.99971029   +0 36 23.1
 FJ1122
 FJ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9460332128(NAD 83)
 FJ1122
 FJ1122                          SUPERSEDED SURVEY CONTROL
 FJ1122
 FJ1122  NAD 83(1986)-  35 31 41.74261(N)    097 57 23.52386(W) AD(       ) 3
 FJ1122  NAD 27      -  35 31 41.55632(N)    097 57 22.34649(W) AD(       ) 3
 FJ1122
 FJ1122.Superseded values are not recommended for survey control.
 FJ1122
 FJ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1122.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1122
 FJ1122_MARKER: 65 = GRAIN ELEVATOR
 FJ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1122+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 FJ1122
 FJ1122  HISTORY     - Date     Condition        Report By
 FJ1122  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1122  HISTORY     - 20040715 GOOD             USPSQD
 FJ1122
 FJ1122                          STATION DESCRIPTION
 FJ1122
 FJ1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1122'THE STATION IS THE DUST COLLECTOR ON TOP OF THE HEADHOUSE
 FJ1122'OF THE WHITE CONCRETE ELEVATOR 150 FEET HIGH.  THE ELEVATOR
 FJ1122'IS OWNED AND OPERATED BY MR. SCHRODER.
 FJ1122
 FJ1122                          STATION RECOVERY (2004)
 FJ1122
 FJ1122'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1127 ***********************************************************************
 FJ1127  DESIGNATION -  EL RENO SER PIPE CO MW MAST
 FJ1127  PID         -  FJ1127
 FJ1127  STATE/COUNTY-  OK/CANADIAN
 FJ1127  COUNTRY     -  US
 FJ1127  USGS QUAD   -  EL RENO (2018)
 FJ1127
 FJ1127                         *CURRENT SURVEY CONTROL
 FJ1127  ______________________________________________________________________
 FJ1127* NAD 83(1993) POSITION- 35 30 39.67999(N) 097 53 03.74335(W)   ADJUSTED
 FJ1127  ______________________________________________________________________
 FJ1127  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 FJ1127  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 FJ1127  HORZ ORDER      -  THIRD
 FJ1127
 FJ1127.The horizontal coordinates were established by classical geodetic methods
 FJ1127.and adjusted by the National Geodetic Survey in November 1994.
 FJ1127
 FJ1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1127.GEOID18 height accuracy estimate available here.
 FJ1127
 FJ1127.Click photographs - Photos may exist for this station.
 FJ1127
 FJ1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1127
 FJ1127. The following values were computed from the NAD 83(1993) position.
 FJ1127
 FJ1127;                    North         East     Units Scale Factor Converg.
 FJ1127;SPC OK N     -    56,705.953   610,489.429   MT  1.00001057   +0 04 05.7
 FJ1127;SPC OK N     -   186,042.78  2,002,914.07   sFT  1.00001057   +0 04 05.7
 FJ1127;SPC OK S     -   241,577.151   610,490.017   MT  1.00006668   +0 03 56.3
 FJ1127;SPC OK S     -   792,574.37  2,002,916.00   sFT  1.00006668   +0 03 56.3
 FJ1127;UTM  14      - 3,930,288.034   601,167.931   MT  0.99972613   +0 38 53.1
 FJ1127
 FJ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0116730288(NAD 83)
 FJ1127
 FJ1127                          SUPERSEDED SURVEY CONTROL
 FJ1127
 FJ1127  NAD 83(1986)-  35 30 39.68495(N)    097 53 03.72807(W) AD(       ) 3
 FJ1127  NAD 27      -  35 30 39.49493(N)    097 53 02.56092(W) AD(       ) 3
 FJ1127
 FJ1127.Superseded values are not recommended for survey control.
 FJ1127
 FJ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1127.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1127
 FJ1127_MARKER: 44 = MICROWAVE MAST
 FJ1127
 FJ1127  HISTORY     - Date     Condition        Report By
 FJ1127  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1127
 FJ1127                          STATION DESCRIPTION
 FJ1127
 FJ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1127'THE STATION IS THE FLASHING RED LIGHT AT THE APEX OF THE
 FJ1127'MAST.  IT IS A TRIANGULAR SHAPED MAST, 210 FEET HIGH AND PAINTED
 FJ1127'ALTERNATELY RED AND WHITE.
 FJ1127'
 FJ1127'IT IS LOCATED 3.1 MILES EAST AND 0.2 MILE NORTH OF THE JUNCTION
 FJ1127'OF U.S. HIGHWAYS 81 AND 66.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1120 ***********************************************************************
 FJ1120  DESIGNATION -  EL RENO SOUTH MUNICIPAL TANK
 FJ1120  PID         -  FJ1120
 FJ1120  STATE/COUNTY-  OK/CANADIAN
 FJ1120  COUNTRY     -  US
 FJ1120  USGS QUAD   -  EL RENO (2018)
 FJ1120
 FJ1120                         *CURRENT SURVEY CONTROL
 FJ1120  ______________________________________________________________________
 FJ1120* NAD 83(1993) POSITION- 35 31 18.41270(N) 097 57 09.76101(W)   ADJUSTED
 FJ1120  ______________________________________________________________________
 FJ1120  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ1120  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 FJ1120  HORZ ORDER      -  THIRD
 FJ1120
 FJ1120.The horizontal coordinates were established by classical geodetic methods
 FJ1120.and adjusted by the National Geodetic Survey in November 1994.
 FJ1120
 FJ1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1120.GEOID18 height accuracy estimate available here.
 FJ1120
 FJ1120.Click photographs - Photos may exist for this station.
 FJ1120
 FJ1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1120
 FJ1120. The following values were computed from the NAD 83(1993) position.
 FJ1120
 FJ1120;                    North         East     Units Scale Factor Converg.
 FJ1120;SPC OK N     -    57,894.484   604,289.344   MT  1.00000845   +0 01 40.5
 FJ1120;SPC OK N     -   189,942.15  1,982,572.62   sFT  1.00000845   +0 01 40.5
 FJ1120;UTM  14      - 3,931,413.390   594,957.935   MT  0.99971112   +0 36 30.7
 FJ1120
 FJ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9495731413(NAD 83)
 FJ1120
 FJ1120                          SUPERSEDED SURVEY CONTROL
 FJ1120
 FJ1120  NAD 83(1986)-  35 31 18.41765(N)    097 57 09.74563(W) AD(       ) 3
 FJ1120  NAD 27      -  35 31 18.22844(N)    097 57 08.56591(W) AD(       ) 3
 FJ1120
 FJ1120.Superseded values are not recommended for survey control.
 FJ1120
 FJ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1120.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1120
 FJ1120_MARKER: 53 = ELEVATED TANK
 FJ1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1120+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 FJ1120
 FJ1120  HISTORY     - Date     Condition        Report By
 FJ1120  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1120  HISTORY     - 1968     GOOD             CGS
 FJ1120  HISTORY     - 20040715 GOOD             USPSQD
 FJ1120
 FJ1120                          STATION DESCRIPTION
 FJ1120
 FJ1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1120'THE STATION IS THE BALL ATOP THE METAL TANK AT THE SOUTH EDGE
 FJ1120'OF EL RENO.  IT IS ON THE WEST SIDE OF U.S. HIGHWAYS 66 AND
 FJ1120'81 AND NEAR THE NORTH END OF THE HIGHWAY VIADUCT.  IT IS
 FJ1120'ELEVATED BY AN EIGHT LEGGED SKELETON FRAMEWORK APPROXIMATELY
 FJ1120'140 FEET HIGH.
 FJ1120
 FJ1120                          STATION RECOVERY (1968)
 FJ1120
 FJ1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1120'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FJ1120
 FJ1120                          STATION RECOVERY (2004)
 FJ1120
 FJ1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ1120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0125 ***********************************************************************
 FK0125  DESIGNATION -  EL RENO WEST BASE
 FK0125  PID         -  FK0125
 FK0125  STATE/COUNTY-  OK/CANADIAN
 FK0125  COUNTRY     -  US
 FK0125  USGS QUAD   -  COGAR NE (2018)
 FK0125
 FK0125                         *CURRENT SURVEY CONTROL
 FK0125  ______________________________________________________________________
 FK0125* NAD 83(1993) POSITION- 35 29 04.29299(N) 098 04 25.18705(W)   ADJUSTED
 FK0125* NAVD 88 ORTHO HEIGHT -   466.936 (meters)     1531.94  (feet) ADJUSTED
 FK0125  ______________________________________________________________________
 FK0125  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FK0125  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 FK0125  DYNAMIC HEIGHT  -        466.477 (meters)     1530.43  (feet) COMP
 FK0125  MODELED GRAVITY -    979,636.0   (mgal)                       NAVD 88
 FK0125
 FK0125  HORZ ORDER      -  FIRST
 FK0125  VERT ORDER      -  FIRST     CLASS II
 FK0125
 FK0125.The horizontal coordinates were established by classical geodetic methods
 FK0125.and adjusted by the National Geodetic Survey in November 1994.
 FK0125
 FK0125.The orthometric height was determined by differential leveling and
 FK0125.adjusted by the NATIONAL GEODETIC SURVEY
 FK0125.in June 1991.
 FK0125
 FK0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0125.GEOID18 height accuracy estimate available here.
 FK0125
 FK0125.Click photographs - Photos may exist for this station.
 FK0125
 FK0125.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0125
 FK0125.The dynamic height is computed by dividing the NAVD 88
 FK0125.geopotential number by the normal gravity value computed on the
 FK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0125.degrees latitude (g = 980.6199 gals.).
 FK0125
 FK0125.The modeled gravity was interpolated from observed gravity values.
 FK0125
 FK0125. The following values were computed from the NAD 83(1993) position.
 FK0125
 FK0125;                    North         East     Units Scale Factor Converg.
 FK0125;SPC OK N     -    53,762.437   593,315.207   MT  1.00001592   -0 02 36.5
 FK0125;SPC OK N     -   176,385.60  1,946,568.31   sFT  1.00001592   -0 02 36.5
 FK0125;SPC OK S     -   238,633.630   593,314.917   MT  1.00005930   -0 02 30.5
 FK0125;SPC OK S     -   782,917.17  1,946,567.36   sFT  1.00005930   -0 02 30.5
 FK0125;UTM  14      - 3,927,171.621   584,029.681   MT  0.99968701   +0 32 15.9
 FK0125
 FK0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0125!SPC OK N     -   0.99993096  x   1.00001592  =   0.99994688
 FK0125!SPC OK S     -   0.99993096  x   1.00005930  =   0.99999026
 FK0125!UTM  14      -   0.99993096  x   0.99968701  =   0.99961800
 FK0125
 FK0125:                Primary Azimuth Mark                     Grid Az
 FK0125:SPC OK N     -  MIDLAND SCHOOLHOUSE BELFRY               048 24 25.5
 FK0125:SPC OK S     -  MIDLAND SCHOOLHOUSE BELFRY               048 24 19.5
 FK0125:UTM  14      -  MIDLAND SCHOOLHOUSE BELFRY               047 49 33.1
 FK0125
 FK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8402927171(NAD 83)
 FK0125
 FK0125|---------------------------------------------------------------------|
 FK0125| PID    Reference Object                     Distance      Geod. Az  |
 FK0125|                                                           dddmmss.s |
 FK0125| FK0537 FORT RENO LOW WATER TANK            APPROX. 9.4 KM 0205430.9 |
 FK0125| FK0535 FORT RENO HIGH WATER TANK           APPROX. 9.5 KM 0205850.9 |
 FK0125| FK0538 FORT RENO FLAGPOLE                  APPROX. 9.3 KM 0214246.4 |
 FK0125| FK0536 DARLINGTON WATER TANK CENTER        APPROX.11.8 KM 0293321.6 |
 FK0125| FK0542 MIDLAND SCHOOLHOUSE BELFRY          APPROX. 1.6 KM 0482149.0 |
 FK0125| FJ1118 EL RENO KERFOOT HOTEL CUPOLA        APPROX.12.2 KM 0630319.6 |
 FK0125| FJ1121 EL RENO CATH CH SPIRE               APPROX.11.9 KM 0633527.5 |
 FK0125| FJ1075 UNION RED ELEV CENTER TOP           APPROX.15.8 KM 1292659.1 |
 FK0125| FJ1064 MINCO RED ELEV CENTER TOP           APPROX.22.2 KM 1470204.6 |
 FK0125| FJ1065 MINCO ELMETA BOND COLL BELFRY       APPROX.22.0 KM 1480920.7 |
 FK0125| FK0126 EL RENO WEST BASE RM                226.510 METERS 29436     |
 FK0125|---------------------------------------------------------------------|
 FK0125
 FK0125                          SUPERSEDED SURVEY CONTROL
 FK0125
 FK0125  NAD 83(1986)-  35 29 04.29742(N)    098 04 25.17141(W) AD(       ) 1
 FK0125  NAD 27      -  35 29 04.11100(N)    098 04 23.98800(W) AD(       ) 1
 FK0125  USSD        -  35 29 04.04300(N)    098 04 24.32000(W) AD(       ) 3
 FK0125  NGVD 29 (??/??/92)  466.747  (m)         1531.32   (f) ADJ UNCH    1 2
 FK0125  NGVD 29             466.75   (m)         1531.3    (f) LEVELING    3  
 FK0125
 FK0125.Superseded values are not recommended for survey control.
 FK0125
 FK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0125.See file dsdata.pdf to determine how the superseded data were derived.
 FK0125
 FK0125_MARKER: DD = SURVEY DISK
 FK0125_SETTING: 66 = SET IN ROCK OUTCROP
 FK0125_MARK LOGO: CGS
 FK0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FK0125+STABILITY: POSITION/ELEVATION WELL
 FK0125
 FK0125  HISTORY     - Date     Condition        Report By
 FK0125  HISTORY     - 1900     MONUMENTED       CGS
 FK0125  HISTORY     - 1934     GOOD             CGS
 FK0125  HISTORY     - 1947     GOOD             CGS
 FK0125  HISTORY     - 1953     GOOD             CGS
 FK0125  HISTORY     - 1953     GOOD             CGS
 FK0125  HISTORY     - 1968     GOOD             CGS
 FK0125
 FK0125                          STATION DESCRIPTION
 FK0125
 FK0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 FK0125'ABOUT 2-1/2 MILES SOUTH AND 6-3/4 MILES WEST OF THE CHICAGO,
 FK0125'ROCK ISLAND AND PACIFIC DEPOT AT EL RENO, ON LAND OWNED IN
 FK0125'1902 BY J.T. SEAWELL, AND ON SUMMIT OF PROMINENT HILL.
 FK0125'SURFACE MARK IS STANDARD STATION DISK IN BLOCK OF RED SANDSTONE.
 FK0125'UNDERGROUND MARK IS HOLE IN COPPER BOLT IN LIMESTONE BLOCK ABOUT
 FK0125'4 FEET BELOW SURFACE.  REFERENCE MARK IS 60-PENNY NAIL IN 4-INCH
 FK0125'TERRA-COTTA PIPE, FILLED WITH AND SET IN CONCRETE, 226.731
 FK0125'METERS (743.87 FEET) FROM STATION, N 65 DEG 34 MIN 03 SEC W.
 FK0125
 FK0125                          STATION RECOVERY (1934)
 FK0125
 FK0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0125'ABOUT 7 MILES WEST ALONG U.S. HIGHWAY 270 AND THENCE 4 MILES
 FK0125'SOUTH FROM EL RENO, ON LAND OWNED BY A.S. HAYNES, IN THE
 FK0125'SOUTHWEST QUARTER OF SEC. 29, T12N, R8W, ABOUT 240
 FK0125'YARDS EAST AND 100 YARDS SOUTH OF THE SOUTHEAST CORNER OF
 FK0125'A CEMETERY.  ORIGINAL DESCRIPTION IS GOOD, TRIANGULATION
 FK0125'STATION IS IN GOOD CONDITION, REFERENCE MARK IS IN GOOD
 FK0125'CONDITION, IN THE SOUTHEAST CORNER OF CEMETERY, 1 FOOT NORTH AND
 FK0125'1 FOOT WEST OF CORNER POST IN FENCE.
 FK0125
 FK0125                          STATION RECOVERY (1947)
 FK0125
 FK0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FK0125'STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 FK0125'FOLLOWS-
 FK0125'
 FK0125'STATION IS ABOUT 3-1/2 MILES S AND 7 MILES W FROM THE CENTER
 FK0125'OF EL RENO, ON A PASTURE HILL ON THE E.R. OLANDER FARM, AND
 FK0125'ABOUT 1/4 MILE SE OF HIS FARMHOUSE.  IT IS ABOUT 240 YARDS
 FK0125'E AND 100 YARDS S FROM THE SE CORNER OF A CEMETERY, IN THE
 FK0125'SE 1/4 OF SEC. 29, T12N, R8W.
 FK0125'
 FK0125'THE UNDERGROUND MARK IS DESCRIBED AS A HOLE IN A COPPER BOLT SET
 FK0125'IN THE TOP OF A LIMESTONE BLOCK, ABOUT 4 FEET BELOW THE SURFACE.
 FK0125'THE SURFACE MARK IS A BRONZE DISK SET IN A RED SANDSTONE BLOCK
 FK0125'AND SURROUNDED WITH CONCRETE (A BLOCK) ABOUT 2 FEET SQUARE AND
 FK0125'PROJECTING ABOUT 4 INCHES.  IT IS ON THE HIGHEST POINT OF THE
 FK0125'HILL.
 FK0125'
 FK0125'THE REFERENCE MARK IS A NAIL SET IN THE TOP OF A 4-INCH
 FK0125'TERRA-COTTA PIPE, FILLED WITH AND SURROUNDED WITH CONCRETE, IN
 FK0125'THE SE CORNER OF THE CEMETERY, 1 FOOT N AND 1 FOOT W OF THE
 FK0125'CORNER POST, AND ABOUT 4 INCHES BELOW THE SURFACE.  IT IS 226.731
 FK0125'METERS (743.87 FEET) FROM THE STATION, N 65 DEG 34 MIN 03 SEC W.
 FK0125'
 FK0125'TO REACH STATION FROM EL RENO, GO W FROM THE CHAMBER OF COMMERCE
 FK0125'BUILDING ON HIGHWAY 270 FOR 7.3 MILES, THEN TURN LEFT AND GO
 FK0125'S ON THE GRAVEL ROAD 3.4 MILES TO THE ENTRANCE ROAD TO THE
 FK0125'OLANDER FARM.  GO SE ABOUT 0.1 MILE TO THE FARMYARD.  THEN
 FK0125'GO OUT THROUGH THE FARMYARD AND CONTINUE SE THROUGH THE PASTURE
 FK0125'ABOUT 0.2 MILE TO THE STATION ON THE HILL.
 FK0125
 FK0125                          STATION RECOVERY (1953)
 FK0125
 FK0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FK0125'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0125'RAILROAD FROM THE STATION AT EL RENO, THENCE 7.3 MILES WEST ALONG
 FK0125'A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG AN OILED ROAD,
 FK0125'THENCE 0.2 MILE EAST ALONG A TRACK ROAD, THENCE 0.1 MILE
 FK0125'SOUTHEAST ACROSS A PASTURE, 800 FEET SOUTHEAST OF THE SOUTHEAST
 FK0125'CORNER OF A CEMETERY, 380 FEET EAST OF A NORTH AND SOUTH FENCE,
 FK0125'ON THE HIGHEST POINT OF A RIDGE, FLUSH WITH THE GROUND, A
 FK0125'TRIANGULATION STATION DISK SET IN THE TOP OF A SANDSTONE ROCK
 FK0125'WHICH IS IMBEDED IN A 4 FOOT SLAB OF CONCRETE.  THERE IS NO
 FK0125'STAMPING ON THE DISK.
 FK0125'
 FK0125'EL RENO WEST BASE R.M. IS 200 YARDS NORTHWEST OF TRIANGULATION
 FK0125'STATION EL RENO WEST BASE, 1 FOOT NORTHWEST OF A FENCE CORNER, 2
 FK0125'FEET EAST OF A WITNESS POST, 1.5 FEET BELOW THE TOP OF THE
 FK0125'GROUND, A NAIL IN THE TOP OF A PIPE WHICH IS FILLED WITH CONCRETE
 FK0125'AND SET IN CONCRETE.
 FK0125
 FK0125                          STATION RECOVERY (1953)
 FK0125
 FK0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FK0125'10.8 MI SW FROM EL RENO.
 FK0125'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0125'RAILROAD FROM THE STATION AT EL RENO, THENCE 7.3 MILES WEST
 FK0125'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG AN OILED
 FK0125'ROAD, THENCE 0.2 MILE EAST ALONG A TRACK ROAD, THENCE 0.1 MILE
 FK0125'SOUTHEAST ACROSS A PASTURE, 800 FEET SOUTHEAST OF THE SOUTHEAST
 FK0125'CORNER OF A CEMETERY, 380 FEET EAST OF A NORTH AND SOUTH FENCE,
 FK0125'ON THE HIGHEST POINT OF A RIDGE, SET IN THE TOP OF A SANDSTONE
 FK0125'ROCK WHICH IS IMBEDED IN A 4 FOOT SLAB OF CONCRETE, FLUSH WITH
 FK0125'THE GROUND.
 FK0125
 FK0125                          STATION RECOVERY (1968)
 FK0125
 FK0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FK0125'THIS STATION WAS VISUALLY RECOVERED AND THE STATION MARK AND THE
 FK0125'REFERENCE MARK WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0126 ***********************************************************************
 FK0126  DESIGNATION -  EL RENO WEST BASE RM
 FK0126  PID         -  FK0126
 FK0126  STATE/COUNTY-  OK/CANADIAN
 FK0126  COUNTRY     -  US
 FK0126  USGS QUAD   -  COGAR NE (2018)
 FK0126
 FK0126                         *CURRENT SURVEY CONTROL
 FK0126  ______________________________________________________________________
 FK0126* NAD 83(1986) POSITION- 35 29 07.35   (N) 098 04 33.36   (W)   HD_HELD1
 FK0126* NAVD 88 ORTHO HEIGHT -   462.070 (meters)     1515.97  (feet) ADJUSTED
 FK0126  ______________________________________________________________________
 FK0126  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FK0126  DYNAMIC HEIGHT  -        461.616 (meters)     1514.49  (feet) COMP
 FK0126  MODELED GRAVITY -    979,636.0   (mgal)                       NAVD 88
 FK0126
 FK0126  VERT ORDER      -  FIRST     CLASS II
 FK0126
 FK0126.The horizontal coordinates were determined by differentially corrected
 FK0126.hand held GPS observations or other comparable positioning techniques
 FK0126.and have an estimated accuracy of +/- 3 meters.
 FK0126
 FK0126.The orthometric height was determined by differential leveling and
 FK0126.adjusted by the NATIONAL GEODETIC SURVEY
 FK0126.in June 1991.
 FK0126
 FK0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0126.GEOID18 height accuracy estimate available here.
 FK0126
 FK0126.Click photographs - Photos may exist for this station.
 FK0126
 FK0126.The dynamic height is computed by dividing the NAVD 88
 FK0126.geopotential number by the normal gravity value computed on the
 FK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0126.degrees latitude (g = 980.6199 gals.).
 FK0126
 FK0126.The modeled gravity was interpolated from observed gravity values.
 FK0126
 FK0126;                    North         East    Units  Estimated Accuracy
 FK0126;SPC OK N     -    53,856.8     593,109.3     MT  (+/- 3 meters HH1 GPS) 
 FK0126
 FK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8382227263(NAD 83)
 FK0126
 FK0126                          SUPERSEDED SURVEY CONTROL
 FK0126
 FK0126  NGVD 29 (??/??/92)  461.882  (m)         1515.36   (f) ADJ UNCH    1 2
 FK0126
 FK0126.Superseded values are not recommended for survey control.
 FK0126
 FK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0126.See file dsdata.pdf to determine how the superseded data were derived.
 FK0126
 FK0126_MARKER: N = NAIL
 FK0126_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FK0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0126
 FK0126  HISTORY     - Date     Condition        Report By
 FK0126  HISTORY     - 1900     MONUMENTED       CGS
 FK0126  HISTORY     - 1953     GOOD             CGS
 FK0126
 FK0126                          STATION DESCRIPTION
 FK0126
 FK0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0126'10.7 MI SW FROM EL RENO.
 FK0126'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0126'RAILROAD FROM THE STATION AT EL RENO, THENCE 7.3 MILES WEST
 FK0126'ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG AN OILED
 FK0126'ROAD, THENCE 0.2 MILE EAST ALONG A TRACK ROAD, AT THE SOUTHEAST
 FK0126'CORNER OF A SMALL CEMETERY, 200 YARDS NORTHWEST OF TRIANGULATION
 FK0126'STATION EL RENO WEST BASE, 1 FOOT NORTHWEST OF A FENCE CORNER, 2
 FK0126'FEET EAST OF A WITNESS POST, A NAIL IN THE TOP OF A PIPE WHICH IS
 FK0126'FILLED WITH CONCRETE AND SET IN CONCRETE, 1.5 FEET BELOW THE TOP
 FK0126'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0952 ***********************************************************************
 GK0952  DESIGNATION -  ELAM
 GK0952  PID         -  GK0952
 GK0952  STATE/COUNTY-  OK/TEXAS
 GK0952  COUNTRY     -  US
 GK0952  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0952
 GK0952                         *CURRENT SURVEY CONTROL
 GK0952  ______________________________________________________________________
 GK0952* NAD 83(1997) POSITION- 36 56 49.28754(N) 101 58 41.31366(W)   ADJUSTED
 GK0952* NAVD 88 ORTHO HEIGHT -  1149.8   (meters)     3772.    (feet) VERTCON3
 GK0952  ______________________________________________________________________
 GK0952  GEOID HEIGHT    -        -24.933 (meters)                     GEOID18
 GK0952  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 GK0952  HORZ ORDER      -  FIRST
 GK0952
 GK0952.The horizontal coordinates were established by classical geodetic methods
 GK0952.and adjusted by the National Geodetic Survey in October 1998.
 GK0952
 GK0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0952
 GK0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0952.GEOID18 height accuracy estimate available here.
 GK0952
 GK0952.Click photographs - Photos may exist for this station.
 GK0952
 GK0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0952
 GK0952. The following values were computed from the NAD 83(1997) position.
 GK0952
 GK0952;                    North         East     Units Scale Factor Converg.
 GK0952;SPC OK N     -   223,297.663   245,739.088   MT  1.00003788   -2 20 51.7
 GK0952;SPC OK N     -   732,602.42    806,228.99   sFT  1.00003788   -2 20 51.7
 GK0952;SPC OK N     -   732,602.42    806,228.99   sFT  1.00003788   -2 20 51.7
 GK0952;SPC KS S     -   436,894.752    90,237.692   MT  1.00007818   -2 08 14.7
 GK0952;SPC KS S     - 1,433,378.87    296,054.83   sFT  1.00007818   -2 08 14.7
 GK0952;SPC OK N     -   223,297.663   245,739.088   MT  1.00003788   -2 20 51.7
 GK0952;UTM  14      - 4,093,140.604   234,799.437   MT  1.00046652   -1 47 28.1
 GK0952;UTM  13      - 4,093,263.262   769,094.308   MT  1.00049216   +1 49 02.8
 GK0952
 GK0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0952!SPC OK N     -   0.99982351  x   1.00003788  =   0.99986138
 GK0952!SPC KS S     -   0.99982351  x   1.00007818  =   0.99990167
 GK0952!SPC OK N     -   0.99982351  x   1.00003788  =   0.99986138
 GK0952!UTM  14      -   0.99982351  x   1.00046652  =   1.00028994
 GK0952!UTM  13      -   0.99982351  x   1.00049216  =   1.00031558
 GK0952
 GK0952:                Primary Azimuth Mark                     Grid Az
 GK0952:SPC OK N     -  ELAM AZ MK                               045 17 29.5
 GK0952:SPC KS S     -  ELAM AZ MK                               045 04 52.5
 GK0952:SPC OK N     -  ELAM AZ MK                               045 17 29.5
 GK0952:UTM  14      -  ELAM AZ MK                               044 44 05.9
 GK0952:UTM  13      -  ELAM AZ MK                               041 07 35.0
 GK0952
 GK0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3479993140(NAD 83)
 GK0952
 GK0952|---------------------------------------------------------------------|
 GK0952| PID    Reference Object                     Distance      Geod. Az  |
 GK0952|                                                           dddmmss.s |
 GK0952| CM8027 ELAM AZ MK                                         0425637.8 |
 GK0952| HH0801 ELKHART HIGH SCHOOL STACK           APPROX. 9.4 KM 0440029.1 |
 GK0952| HH0798 ELKHART GRADE SCHOOL CUPOLA         APPROX. 9.6 KM 0483644.9 |
 GK0952| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX. 9.2 KM 0495057.6 |
 GK0952| HH0799 ELKHART AT PLUS SF RR WATER TK      APPROX. 9.9 KM 0522009.9 |
 GK0952| CM8028 ELAM RM 1                            35.204 METERS 17450     |
 GK0952| CM8029 ELAM RM 2                            33.299 METERS 27530     |
 GK0952|---------------------------------------------------------------------|
 GK0952
 GK0952                          SUPERSEDED SURVEY CONTROL
 GK0952
 GK0952  NAD 83(1993)-  36 56 49.28709(N)    101 58 41.31352(W) AD(       ) 1
 GK0952  NAD 83(1992)-  36 56 49.29670(N)    101 58 41.30065(W) AD(       ) 1
 GK0952  NAD 83(1986)-  36 56 49.29831(N)    101 58 41.30025(W) AD(       ) 1
 GK0952  NAD 27      -  36 56 49.21582(N)    101 58 39.69097(W) AD(       ) 1
 GK0952  NGVD 29 (07/19/86) 1149.3    (m)         3771.     (f) VERT ANG       
 GK0952
 GK0952.Superseded values are not recommended for survey control.
 GK0952
 GK0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0952.See file dsdata.pdf to determine how the superseded data were derived.
 GK0952
 GK0952_MARKER: DS = TRIANGULATION STATION DISK
 GK0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0952_STAMPING: ELAM 1934
 GK0952_MARK LOGO: CGS
 GK0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0952+STABILITY: SURFACE MOTION
 GK0952
 GK0952  HISTORY     - Date     Condition        Report By
 GK0952  HISTORY     - 1934     MONUMENTED       CGS
 GK0952  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 GK0952  HISTORY     - 1971     SEE DESCRIPTION  USGS
 GK0952
 GK0952                          STATION DESCRIPTION
 GK0952
 GK0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0952'THE STATION IS LOCATED ABOUT 6 MILES SW OF ELKHART IN HIGH
 GK0952'PASTURE LAND, IN SEC. 33, T 6 N, R 10 E, OWNED BY J.H. ELAM,
 GK0952'WHOSE HOME IS 0.2 MILE SE OF THE STATION.
 GK0952'
 GK0952'THE STATION MARK PROJECTS 6 INCHES AND IS 627 FEET E OF A
 GK0952'NE FENCE CORNER.  IT IS ABOUT 1/2 MILE NNW OF THE GRAIN ELEVATOR
 GK0952'AT LIBBY SIDING ON THE ATKINSON TOPEKA AND SANTA FE RAILROAD.
 GK0952'
 GK0952'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0952'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0952'
 GK0952'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS S OF THE STATION.
 GK0952'
 GK0952'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS W OF THE STATION.
 GK0952'
 GK0952'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS NE OF THE STATION.
 GK0952'IT IS IN THE SE ANGLE OF THE INTERSECTION OF AN E AND W AND
 GK0952'A N AND S SECTION LINE ROAD AT A POINT 72 FEET E OF THE CENTER
 GK0952'LINE OF THE N AND S ROAD AND 27 FEET S OF THE CENTER LINE OF
 GK0952'THE E AND W ROAD.
 GK0952'
 GK0952'TO REACH THE STATION FROM THE TOURIST CAMP ON STATE HIGHWAY
 GK0952'27 AT THE S EDGE OF ELKHART GO S 100 YARDS TO A GRADED ROAD
 GK0952'ON THE RIGHT.  HERE LEAVE STATE HIGHWAY 27, TURN RIGHT AND
 GK0952'GO W ON MAIN ROAD 3.9 MILES TO A TRACK SECTION LINE ROAD ON
 GK0952'THE LEFT.  (THERE IS A WHITE HOUSE AND WINDMILL IN THE SW ANGLE
 GK0952'OF THIS INTERSECTION.) HERE TURN LEFT AND GO S ON TRACK ROAD
 GK0952'2.7 MILES TO A CROSSROADS.  (THE AZIMUTH MARK IS IN THE SE
 GK0952'ANGLE OF THIS INTERSECTION.) CONTINUE S 0.3 MILE TO A GATE
 GK0952'IN THE FENCE ON THE W SIDE OF THE ROAD.  (THIS GATE IS AT THE
 GK0952'NE CORNER OF ELAMS DOORYARD.) HERE LEAVE ROAD, TURN LEFT,
 GK0952'PASS THROUGH GATE, AND GO W, PASS BY WINDMILL AND THROUGH
 GK0952'BARNYARD AND THEN ACROSS PASTURE 0.2 MILE TO HIGH GROUND AND
 GK0952'STATION.
 GK0952'
 GK0952'A 35-FOOT STAND WILL CLEAR ALL LINES.
 GK0952
 GK0952                          STATION RECOVERY (1945)
 GK0952
 GK0952'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (MWB)
 GK0952'STATION RECOVERED BY GRAVITY METER EXPLORATION CO.
 GK0952'
 GK0952'STATION MARK DESTROYED.  CONCRETE POST HAD BEEN RUN OVER BY
 GK0952'FARM IMPLEMENT AND SHATTERED.  SUBSURFACE MARKER NOT SEARCHED
 GK0952'FOR.
 GK0952
 GK0952                          STATION RECOVERY (1971)
 GK0952
 GK0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JEK)
 GK0952'STATION MARK PREVIOUSLY REPORTED DESTROYED WAS FOUND IN GOOD
 GK0952'CONDITION.  R.M. 1 AND R.M. 2 WERE FOUND TILTED BUT SOLID.
 GK0952'AZI. MK. WAS FOUND DESTROYED.  DISTANCE TO R.M. 1 MISSED 0.24
 GK0952'FT.  R.M. 2 MISSED 0.48 FT.  BETWEEN R.M. 1 AND R.M. 2 MISSED
 GK0952'0.33 FT.  DIRECTION TO R.M. 1 MISSED -74.09 SECONDS.  R.M. 2
 GK0952'MISSED +427.81 SECONDS.  ELKHART MUN. STD. SIL. MISSED -2.65
 GK0952'SECONDS.  ELKHART WT BLK AT AND SF RR MISSED -37.12 SECONDS.
 GK0952'MARSHALL 1934 MISSED +0.24 SECONDS.  AZIMUTH FOR MARSHALL 2 1955
 GK0952'MISSED -0.56 SECONDS.  THE OLD DESCRIPTION IS ADEQUATE
 GK0952'EXCEPT--LAND IS NOW UNDER CULTIVATION AND CAN BE REACHED
 GK0952'WITHOUT ENTERING A GATE.  STA. MK. IS 2 FT. S. OF A METAL
 GK0952'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0969 ***********************************************************************
 EM0969  DESIGNATION -  ELDORADO
 EM0969  PID         -  EM0969
 EM0969  STATE/COUNTY-  OK/JACKSON
 EM0969  COUNTRY     -  US
 EM0969  USGS QUAD   -  QUANAH NE (2019)
 EM0969
 EM0969                         *CURRENT SURVEY CONTROL
 EM0969  ______________________________________________________________________
 EM0969* NAD 83(1993) POSITION- 34 29 00.25178(N) 099 36 15.43050(W)   ADJUSTED
 EM0969* NAVD 88 ORTHO HEIGHT -   461.98  (+/-2cm)     1515.7   (feet) VERTCON3
 EM0969  ______________________________________________________________________
 EM0969  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 EM0969  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 EM0969  HORZ ORDER      -  FIRST
 EM0969  VERT ORDER      -  THIRD ? (See Below)
 EM0969
 EM0969.The horizontal coordinates were established by classical geodetic methods
 EM0969.and adjusted by the National Geodetic Survey in November 1994.
 EM0969
 EM0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0969
 EM0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0969.GEOID18 height accuracy estimate available here.
 EM0969
 EM0969.The vertical order pertains to the NGVD 29 superseded value.
 EM0969
 EM0969.Click photographs - Photos may exist for this station.
 EM0969
 EM0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0969
 EM0969. The following values were computed from the NAD 83(1993) position.
 EM0969
 EM0969;                    North         East     Units Scale Factor Converg.
 EM0969;SPC OK S     -   128,740.344   452,648.605   MT  0.99993748   -0 54 38.2
 EM0969;SPC OK S     -   422,375.61  1,485,064.63   sFT  0.99993748   -0 54 38.2
 EM0969;SPC TXNC     - 2,312,917.453   498,545.363   MT  1.00018516   -0 36 08.2
 EM0969;SPC TXNC     - 7,588,296.68  1,635,644.25   sFT  1.00018516   -0 36 08.2
 EM0969;UTM  14      - 3,815,922.555   444,513.197   MT  0.99963795   -0 20 31.7
 EM0969
 EM0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0969!SPC OK S     -   0.99993191  x   0.99993748  =   0.99986940
 EM0969!SPC TXNC     -   0.99993191  x   1.00018516  =   1.00011706
 EM0969!UTM  14      -   0.99993191  x   0.99963795  =   0.99956989
 EM0969
 EM0969:                Primary Azimuth Mark                     Grid Az
 EM0969:SPC OK S     -  ELDORADO AZ MK                           315 40 20.8
 EM0969:SPC TXNC     -  ELDORADO AZ MK                           315 21 50.8
 EM0969:UTM  14      -  ELDORADO AZ MK                           315 06 14.3
 EM0969
 EM0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4451315922(NAD 83)
 EM0969
 EM0969|---------------------------------------------------------------------|
 EM0969| PID    Reference Object                     Distance      Geod. Az  |
 EM0969|                                                           dddmmss.s |
 EM0969| EM0907 OLUSTEE CITY WATER TANK             APPROX.18.3 KM 0664627.7 |
 EM0969| CX7150 ELDORADO RM 1                        25.110 METERS 06716     |
 EM0969| CX7151 ELDORADO RM 2                        31.652 METERS 13300     |
 EM0969| EM0983 ELDORADO MUNICIPAL TANK             APPROX. 3.4 KM 2492350.8 |
 EM0969| EM0982 ELDORADO US GYPSUM CO TANK          APPROX. 3.8 KM 2642726.2 |
 EM0969| CX7148 ELDORADO AZ MK                                     3144542.6 |
 EM0969|---------------------------------------------------------------------|
 EM0969
 EM0969                          SUPERSEDED SURVEY CONTROL
 EM0969
 EM0969  NAD 83(1986)-  34 29 00.25803(N)    099 36 15.42224(W) AD(       ) 1
 EM0969  NAD 27      -  34 28 59.99400(N)    099 36 14.09200(W) AD(       ) 1
 EM0969  USSD        -  34 28 59.95200(N)    099 36 14.47800(W) AD(       ) 3
 EM0969  NGVD 29             461.79   (m)         1515.1    (f) LEVELING    3  
 EM0969
 EM0969.Superseded values are not recommended for survey control.
 EM0969
 EM0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0969.See file dsdata.pdf to determine how the superseded data were derived.
 EM0969
 EM0969_MARKER: DS = TRIANGULATION STATION DISK
 EM0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0969_STAMPING: ELDORADO 1923
 EM0969_MARK LOGO: CGS
 EM0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0969+STABILITY: SURFACE MOTION
 EM0969
 EM0969  HISTORY     - Date     Condition        Report By
 EM0969  HISTORY     - 1923     MONUMENTED       CGS
 EM0969  HISTORY     - 1934     GOOD             CGS
 EM0969  HISTORY     - 1948     GOOD             CGS
 EM0969  HISTORY     - 1961     GOOD             CGS
 EM0969  HISTORY     - 1963     GOOD             CGS
 EM0969  HISTORY     - 20191211 MARK NOT FOUND   OKDOT
 EM0969
 EM0969                          STATION DESCRIPTION
 EM0969
 EM0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0969'STATION IS ABOUT 3/4 MILE N AND 2-1/2 MILES E OF THE DEPOT
 EM0969'AT THE TOWN OF ELDORADO, NEAR THE E SIDE CENTER OF SE 1/4
 EM0969'SEC. 9, T 1 S, R 23 W, ON HIGHEST GROUND AT E SIDE OF PASTURE
 EM0969'OWNED BY JOE WILSON, 1/3 MILE NE OF HIS HOUSE, AND 32 METERS
 EM0969'(105 FEET) W OF CENTER LINE OF ROAD.
 EM0969'
 EM0969'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 EM0969'SET IN CONCRETE.
 EM0969'
 EM0969'REFERENCE MARK IS PLACED IN FENCE LINE AT W EDGE OF ROADWAY,
 EM0969'25.128 METERS (82.44 FEET) FROM STATION, N 67 DEG 16 MIN E.
 EM0969'
 EM0969'ELEVATION OF STATION, 463.0 METERS (1,519 FEET).
 EM0969
 EM0969                          STATION RECOVERY (1934)
 EM0969
 EM0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0969'STATION RECOVERED.  DESCRIPTION ADEQUATE.  REFERENCE MARK
 EM0969'FOUND IN GOOD CONDITION.
 EM0969
 EM0969                          STATION RECOVERY (1948)
 EM0969
 EM0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0969'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 EM0969'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK
 EM0969'NO. 2, AND AZIMUTH MARK, WERE ESTABLISHED.
 EM0969'
 EM0969'A COMPLETE DESCRIPTION FOLLOWS.
 EM0969'
 EM0969'THE STATION IS LOCATED ABOUT 0.75 MILE NORTH AND 2.5 MILES
 EM0969'EAST OF THE RAILROAD DEPOT AT THE TOWN OF ELDORADO.  IT IS ON
 EM0969'THE HIGHEST GROUND AT THE EAST EDGE OF A PASTURE LAND, 0.33
 EM0969'MILE NORTHEAST OF A FARM HOME, 105.8 FEET WEST OF THE CENTER
 EM0969'OF A GRADED ROAD AND 77.0 FEET WEST OF A WOVEN WIRE FENCE.
 EM0969'IT PROJECTS 1 INCH AND IS STAMPED ELDORADO 1923.
 EM0969'
 EM0969'REFERENCE MARK NO. 1 IS ABOUT 1.5 FEET BELOW THE ELEVATION OF
 EM0969'THE STATION, 1.0 FOOT WEST OF A WOVEN WIRE FENCE AND 27.7
 EM0969'FEET WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 2 INCHES
 EM0969'AND IS STAMPED ELDORADO NO 1 1923.
 EM0969'
 EM0969'REFERENCE MARK NO. 2 IS ABOUT 3.0 FEET BELOW THE ELEVATION
 EM0969'OF THE STATION, 1.5 FEET WEST OF A WOVEN WIRE FENCE, 4.8 FEET
 EM0969'NORTH OF A WITNESS POST AND 28.3 FEET WEST OF THE CENTER
 EM0969'OF A GRADED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED ELDORADO
 EM0969'NO 2 1948.
 EM0969'
 EM0969'AZIMUTH MARK IS ABOUT 0.8 MILE NORTHWEST OF THE STATION DIRECTLY
 EM0969'UNDER A TELEPHONE LINE, 57.5 FEET SOUTH OF THE CENTER OF
 EM0969'STATE HIGHWAY NO. 44, 35.0 FEET NORTH OF THE NORTH RAIL
 EM0969'OF THE FRISCO LINE TRACKS, 20.0 FEET WEST-NORTHWEST OF A
 EM0969'TELEPHONE POLE AND RAILROAD SIGN POST 707 AND 4.0 FEET WEST
 EM0969'OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED ELDORADO
 EM0969'1948.
 EM0969'
 EM0969'TO REACH THE STATION FROM THE FIRST INTERSECTION EAST OF
 EM0969'THE POST OFFICE IN ELDORADO, GO EAST AND NORTHEAST ON STATE
 EM0969'HIGHWAY NO. 44 FOR 0.95 MILE TO A DIAGONAL CROSSROAD, TURN
 EM0969'RIGHT ACROSS RAILROAD TRACKS AND GO EAST ON A DIRT ROAD FOR
 EM0969'1.8 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.3
 EM0969'MILE TO HIGHEST POINT AND STATION IN A PASTURE ON THE LEFT
 EM0969'AS DESCRIBED.
 EM0969'
 EM0969'TO REACH THE AZIMUTH MARK FROM THE FIRST INTERSECTION EAST
 EM0969'OF THE POST OFFICE IN ELDORADO, GO EAST AND NORTHEAST ON STATE
 EM0969'HIGHWAY NO. 44 FOR 2.2 MILES AND AZIMUTH MARK ON THE RIGHT
 EM0969'AS DESCRIBED.
 EM0969'
 EM0969'A 4 FOOT SIGNAL AT GOULD 1923 IS VISIBLE AT 4 FEET.
 EM0969'
 EM0969'A 74 FOOT SIGNAL AT DUKE IS VISIBLE AT 4 FEET.
 EM0969'
 EM0969'A 4 FOOT SIGNAL AT BUTTE 1923 IS VISIBLE AT 4 FEET.
 EM0969
 EM0969                          STATION RECOVERY (1961)
 EM0969
 EM0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0969'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION.
 EM0969'THE DIRECTIONS TO THE REFERENCE MARKS CHECKED, BUT THE DISTANCE
 EM0969'TO REFERENCE MARK 2 DID NOT CHECK.  A LONGER DISTANCE WAS
 EM0969'MEASURED TO THIS MARK.  THE DIFFERENCE BEING 0.008 METERS.
 EM0969'THE DIRECTION TO THE AZIMUTH MARK WAS IN ERROR BY 19 MINUTES
 EM0969'AND 43.9 SECONDS.  NEW WITNESS POSTS WERE SET AT THE STATION
 EM0969'AND THE AZIMUTH MARK.
 EM0969'
 EM0969'THE STATION IS ABOUT 2 MILES NORTHEAST OF ELDORADO AND ON
 EM0969'THE HIGHEST GROUND AT THE EAST EDGE OF A PASTURE.  IT IS 103
 EM0969'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 83.0 FEET
 EM0969'WEST-SOUTHWEST OF THE WITNESS POST AND 77 FEET WEST OF THE
 EM0969'FENCE.  THE MONUMENT PROJECTS 0.1 FOOT AND THE DISK IS STAMPED
 EM0969'ELDORADO 1923.
 EM0969'
 EM0969'REFERENCE MARK 1 IS 30 FEET WEST OF THE CENTER OF THE GRAVELED
 EM0969'ROAD, 2.7 FEET SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF
 EM0969'THE FENCE.  THE MONUMENT PROJECTS 0.2 FOOT AND THE DISK IS
 EM0969'STAMPED ELDORADO NO 1 1923.
 EM0969'
 EM0969'REFERENCE MARK 2 IS 105.7 FEET SOUTH OF THE WITNESS POST,
 EM0969'29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 EM0969'WEST OF THE FENCE.  THE MONUMENT PROJECTS 0.4 FOOT AND THE
 EM0969'DISK IS STAMPED ELDORADO NO 2 1948.
 EM0969'
 EM0969'THE AZIMUTH MARK IS 57 FEET SOUTHEAST OF THE CENTERLINE
 EM0969'OF STATE HIGHWAY 44, 35 FEET NORTHWEST OF THE NORTHWEST
 EM0969'RAIL OF THE RAILROAD TRACKS, 22 FEET SOUTHWEST OF A TELEGRAPH
 EM0969'POLE NUMBERED 707 AND 1.2 FEET SOUTHWEST OF A WITNESS POST.
 EM0969'THE MONUMENT PROJECTS 0.3 FOOT AND THE DISK IS STAMPED ELDORADO
 EM0969'1948.
 EM0969'
 EM0969'TO REACH THE STATION FROM THE FIRST INTERSECTION EAST OF THE
 EM0969'POST OFFICE IN ELDORADO, GO EAST AND NORTHEAST ON STATE
 EM0969'HIGHWAY 44 FOR 0.95 MILE TO A CROSSROAD.  TURN RIGHT, EAST,
 EM0969'FOR 1.8 MILES TO A CROSSROAD.  TURN LEFT, NORTH, FOR 0.3 MILE
 EM0969'TO THE STATION ON THE LEFT.
 EM0969'
 EM0969'TO REACH THE AZIMUTH MARK FROM THE FIRST INTERSECTION EAST
 EM0969'OF THE POST OFFICE IN ELDORADO, GO EAST AND NORTHEAST ON
 EM0969'HIGHWAY 44 FOR 2.2 MILES TO THE MARK ON THE RIGHT, SOUTHEAST,
 EM0969'SIDE OF THE HIGHWAY.
 EM0969'
 EM0969'REFERENCE MARK 1 TO REFERENCE MARK 2 - 102.69 FEET.
 EM0969
 EM0969                          STATION RECOVERY (1963)
 EM0969
 EM0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0969'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AND FOUND
 EM0969'IN GOOD CONDITION AS DESCRIBED.  ROUTE TO REACH STATION IS
 EM0969'ADEQUATE.
 EM0969
 EM0969                          STATION RECOVERY (2019)
 EM0969
 EM0969'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SJP)
 EM0969'MARK NOT FOUND - IN A PLOWED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0983 ***********************************************************************
 EM0983  DESIGNATION -  ELDORADO MUNICIPAL TANK
 EM0983  PID         -  EM0983
 EM0983  STATE/COUNTY-  OK/JACKSON
 EM0983  COUNTRY     -  US
 EM0983  USGS QUAD   -  ELDORADO (2019)
 EM0983
 EM0983                         *CURRENT SURVEY CONTROL
 EM0983  ______________________________________________________________________
 EM0983* NAD 83(1993) POSITION- 34 28 21.87647(N) 099 38 18.63714(W)   ADJUSTED
 EM0983  ______________________________________________________________________
 EM0983  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 EM0983  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 EM0983  HORZ ORDER      -  THIRD
 EM0983
 EM0983.The horizontal coordinates were established by classical geodetic methods
 EM0983.and adjusted by the National Geodetic Survey in November 1994.
 EM0983
 EM0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0983.GEOID18 height accuracy estimate available here.
 EM0983
 EM0983.Click photographs - Photos may exist for this station.
 EM0983
 EM0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0983
 EM0983. The following values were computed from the NAD 83(1993) position.
 EM0983
 EM0983;                    North         East     Units Scale Factor Converg.
 EM0983;SPC OK S     -   127,608.562   449,486.254   MT  0.99993782   -0 55 48.2
 EM0983;SPC OK S     -   418,662.42  1,474,689.48   sFT  0.99993782   -0 55 48.2
 EM0983;SPC TXNC     - 2,311,768.367   495,388.382   MT  1.00018051   -0 37 15.4
 EM0983;SPC TXNC     - 7,584,526.72  1,625,286.72   sFT  1.00018051   -0 37 15.4
 EM0983;UTM  14      - 3,814,759.794   441,363.170   MT  0.99964238   -0 21 41.1
 EM0983
 EM0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4136314759(NAD 83)
 EM0983
 EM0983                          SUPERSEDED SURVEY CONTROL
 EM0983
 EM0983  NAD 83(1986)-  34 28 21.88236(N)    099 38 18.62892(W) AD(       ) 3
 EM0983  NAD 27      -  34 28 21.62100(N)    099 38 17.29400(W) AD(       ) 3
 EM0983
 EM0983.Superseded values are not recommended for survey control.
 EM0983
 EM0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0983.See file dsdata.pdf to determine how the superseded data were derived.
 EM0983
 EM0983_MARKER: 53 = ELEVATED TANK
 EM0983
 EM0983  HISTORY     - Date     Condition        Report By
 EM0983  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0983  HISTORY     - 1948     GOOD             CGS
 EM0983  HISTORY     - 1961     GOOD             CGS
 EM0983  HISTORY     - 1963     GOOD             CGS
 EM0983  HISTORY     - 1967     GOOD             CGS
 EM0983
 EM0983                          STATION DESCRIPTION
 EM0983
 EM0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0983'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER
 EM0983'TANK LOCATED IN THE CENTRAL PART OF TOWN, MOST WESTERLY
 EM0983'OF TWO, ABOUT 90 FEET HIGH.
 EM0983'
 EM0983'STATION WAS OBSERVED FROM TRIANGULATION STATIONS WHITTLE AND
 EM0983'HARRISON.
 EM0983
 EM0983                          STATION RECOVERY (1948)
 EM0983
 EM0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0983'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL ABOUT
 EM0983'0.5 MILE EAST OF THE CENTER OF THE BUSINESS DISTRICT OF
 EM0983'ELDORADO, 176.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF INTERSECTION
 EM0983'OF A T ROAD, AND 67.0 FEET EAST OF THE CENTER OF A GRADED ROAD.
 EM0983'TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL TRUSSWORK
 EM0983'STRUCTURE AND HAS A CONE SHAPED ROOF WITH A BALL AT ITS
 EM0983'APEX.  IT HAS AN OVERALL HEIGHT OF 87.42 FEET.  THE POINT
 EM0983'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 EM0983'
 EM0983'PROBABLY THE SAME STATION AS ELDORADO, TANK, 1935.
 EM0983
 EM0983                          STATION RECOVERY (1961)
 EM0983
 EM0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0983'THE STATION IS THE WATER TANK FOR THE CITY OF ELDORADO,
 EM0983'LOCATED AT THE EAST EDGE OF THE CITY.  IT IS A 4-LEGGED STEEL
 EM0983'STRUCTURE PAINTED SILVER AND THE BALL AT THE APEX WAS THE
 EM0983'POINT OBSERVED UPON.  IT IS 135 FEET HIGH.
 EM0983'
 EM0983'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ELDORADO
 EM0983'GO NORTHEAST ON STATE HIGHWAYS 34 AND 44 FOR 0.15 MILE TO
 EM0983'A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVELED ROAD
 EM0983'FOR 0.4 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO SOUTH
 EM0983'0.05 MILE TO THE STATION ON THE LEFT.
 EM0983
 EM0983                          STATION RECOVERY (1963)
 EM0983
 EM0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0983'STATION RECOVERED AS DESCRIBED.
 EM0983
 EM0983                          STATION RECOVERY (1967)
 EM0983
 EM0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0983'THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0982 ***********************************************************************
 EM0982  DESIGNATION -  ELDORADO US GYPSUM CO TANK
 EM0982  PID         -  EM0982
 EM0982  STATE/COUNTY-  OK/JACKSON
 EM0982  COUNTRY     -  US
 EM0982  USGS QUAD   -  ELDORADO (2019)
 EM0982
 EM0982                         *CURRENT SURVEY CONTROL
 EM0982  ______________________________________________________________________
 EM0982* NAD 83(1993) POSITION- 34 28 48.46520(N) 099 38 41.79996(W)   ADJUSTED
 EM0982  ______________________________________________________________________
 EM0982  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 EM0982  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 EM0982  HORZ ORDER      -  THIRD
 EM0982
 EM0982.The horizontal coordinates were established by classical geodetic methods
 EM0982.and adjusted by the National Geodetic Survey in November 1994.
 EM0982
 EM0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0982.GEOID18 height accuracy estimate available here.
 EM0982
 EM0982.Click photographs - Photos may exist for this station.
 EM0982
 EM0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0982
 EM0982. The following values were computed from the NAD 83(1993) position.
 EM0982
 EM0982;                    North         East     Units Scale Factor Converg.
 EM0982;SPC OK S     -   128,437.325   448,908.617   MT  0.99993758   -0 56 01.3
 EM0982;SPC OK S     -   421,381.46  1,472,794.35   sFT  0.99993758   -0 56 01.3
 EM0982;SPC TXNC     - 2,312,594.202   494,806.140   MT  1.00018373   -0 37 28.0
 EM0982;SPC TXNC     - 7,587,236.14  1,623,376.48   sFT  1.00018373   -0 37 28.0
 EM0982;UTM  14      - 3,815,582.541   440,777.510   MT  0.99964323   -0 21 54.5
 EM0982
 EM0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4077715582(NAD 83)
 EM0982
 EM0982                          SUPERSEDED SURVEY CONTROL
 EM0982
 EM0982  NAD 83(1986)-  34 28 48.47108(N)    099 38 41.79178(W) AD(       ) 3
 EM0982  NAD 27      -  34 28 48.20600(N)    099 38 40.46800(W) AD(       ) 3
 EM0982  USSD        -  34 28 48.16400(N)    099 38 40.85200(W) AD(       ) 3
 EM0982
 EM0982.Superseded values are not recommended for survey control.
 EM0982
 EM0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0982.See file dsdata.pdf to determine how the superseded data were derived.
 EM0982
 EM0982_MARKER: 53 = ELEVATED TANK
 EM0982
 EM0982  HISTORY     - Date     Condition        Report By
 EM0982  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0982  HISTORY     - 1948     GOOD             CGS
 EM0982  HISTORY     - 1961     GOOD             CGS
 EM0982  HISTORY     - 1963     GOOD             CGS
 EM0982  HISTORY     - 1967     GOOD             CGS
 EM0982
 EM0982                          STATION DESCRIPTION
 EM0982
 EM0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0982'A LARGE BLACK TOWER 1 MILE N OF TOWN.
 EM0982
 EM0982                          STATION RECOVERY (1948)
 EM0982
 EM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0982'THE STATION IS LOCATED ABOUT 0.65 MILE NORTH OF THE CENTER
 EM0982'OF THE BUSINESS DISTRICT OF ELDORADO AND IS NEAR THE NORTHEAST
 EM0982'CORNER OF THE MAIN BUILDING OF THE PLANT.  TANK PROPER IS
 EM0982'SUPPORTED ATOP A FOUR LEGGED STEEL TRUSSWORK STRUCTURE AND
 EM0982'HAS A CONE SHAPED ROOF WITH A BALL AT ITS APEX.  IT HAS AN
 EM0982'OVERALL HEIGHT OF 123.3 FEET.  THE POINT OBSERVED UPON WAS
 EM0982'THE BALL AT THE APEX OF THE ROOF.
 EM0982
 EM0982                          STATION RECOVERY (1961)
 EM0982
 EM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0982'THE STATION IS AT THE NORTHEAST EDGE OF THE CITY OF ELDORADO.
 EM0982'
 EM0982'TO REACH THE STATION FROM THE POST OFFICE IN ELDORADO GO EAST ON
 EM0982'MAIN STREET FOR 0.1 MILE TO NORTH MARKET STREET, TURN LEFT AND GO
 EM0982'NORTH ON NORTH MARKET STREET FOR 0.4 MILE TO A T ROAD INTERSECTION,
 EM0982'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE
 EM0982'STATION ON THE LEFT.
 EM0982'
 EM0982'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK.  HAVING
 EM0982'AN OVER-ALL HEIGHT OF 125 FEET AND THE BALL AT THE APEX WAS THE
 EM0982'POINT OBSERVED UPON.
 EM0982'
 EM0982'NOTE--NOW KNOWN AS ELDORADO SOONER BOAT CO WATER TANK
 EM0982
 EM0982                          STATION RECOVERY (1963)
 EM0982
 EM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0982'STATION RECOVERED AS DESCRIBED.
 EM0982
 EM0982                          STATION RECOVERY (1967)
 EM0982
 EM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0982'THE STATION WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0680 ***********************************************************************
 EM0680  DESIGNATION -  ELGIN
 EM0680  PID         -  EM0680
 EM0680  STATE/COUNTY-  OK/COMANCHE
 EM0680  COUNTRY     -  US
 EM0680  USGS QUAD   -  ELGIN (2018)
 EM0680
 EM0680                         *CURRENT SURVEY CONTROL
 EM0680  ______________________________________________________________________
 EM0680* NAD 83(1993) POSITION- 34 46 56.50571(N) 098 17 34.26468(W)   ADJUSTED
 EM0680* NAVD 88 ORTHO HEIGHT -   394.1   (meters)     1293.    (feet) VERTCON3
 EM0680  ______________________________________________________________________
 EM0680  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 EM0680  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC18
 EM0680  HORZ ORDER      -  SECOND
 EM0680
 EM0680.The horizontal coordinates were established by classical geodetic methods
 EM0680.and adjusted by the National Geodetic Survey in November 1994.
 EM0680
 EM0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0680
 EM0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0680.GEOID18 height accuracy estimate available here.
 EM0680
 EM0680.Click photographs - Photos may exist for this station.
 EM0680
 EM0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0680
 EM0680. The following values were computed from the NAD 83(1993) position.
 EM0680
 EM0680;                    North         East     Units Scale Factor Converg.
 EM0680;SPC OK S     -   160,770.900   573,197.144   MT  0.99994190   -0 09 58.4
 EM0680;SPC OK S     -   527,462.53  1,880,564.30   sFT  0.99994190   -0 09 58.4
 EM0680;UTM  14      - 3,849,136.119   564,699.456   MT  0.99965159   +0 24 12.3
 EM0680
 EM0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0680!SPC OK S     -   0.99994226  x   0.99994190  =   0.99988416
 EM0680!UTM  14      -   0.99994226  x   0.99965159  =   0.99959387
 EM0680
 EM0680:                Primary Azimuth Mark                     Grid Az
 EM0680:SPC OK S     -  APACHE MUNICIPAL TANK                    331 45 24.4
 EM0680:UTM  14      -  APACHE MUNICIPAL TANK                    331 11 13.7
 EM0680
 EM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6469949136(NAD 83)
 EM0680
 EM0680|---------------------------------------------------------------------|
 EM0680| PID    Reference Object                     Distance      Geod. Az  |
 EM0680|                                                           dddmmss.s |
 EM0680| EM0683 ELGIN RM 3                          APPROX. 1.5 KM 0051630.3 |
 EM0680| EM0682 ELGIN RM 4                          APPROX. 1.5 KM 0054122.1 |
 EM0680| CX7154 ELGIN AZ MK                                        0383527.6 |
 EM0680| CX7155 ELGIN RM 1                            7.560 METERS 06753     |
 EM0680| CX7156 ELGIN RM 2                            7.438 METERS 18346     |
 EM0680| EM0677 APACHE MUNICIPAL TANK               APPROX.13.8 KM 3313526.0 |
 EM0680|---------------------------------------------------------------------|
 EM0680
 EM0680                          SUPERSEDED SURVEY CONTROL
 EM0680
 EM0680  NAD 83(1986)-  34 46 56.51089(N)    098 17 34.24975(W) AD(       ) 2
 EM0680  NAD 27      -  34 46 56.26300(N)    098 17 33.06500(W) AD(       ) 2
 EM0680  NGVD 29 (07/19/86)  394.0    (m)         1293.     (f) VERT ANG       
 EM0680
 EM0680.Superseded values are not recommended for survey control.
 EM0680
 EM0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0680.See file dsdata.pdf to determine how the superseded data were derived.
 EM0680
 EM0680_MARKER: DS = TRIANGULATION STATION DISK
 EM0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0680_STAMPING: ELGIN 1947
 EM0680_MARK LOGO: CGS
 EM0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0680+STABILITY: SURFACE MOTION
 EM0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0680+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM0680
 EM0680  HISTORY     - Date     Condition        Report By
 EM0680  HISTORY     - 1947     MONUMENTED       CGS
 EM0680  HISTORY     - 1960     POOR             OKDH
 EM0680  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0680  HISTORY     - 1973     SEE DESCRIPTION  NGS
 EM0680  HISTORY     - 1974     GOOD             NGS
 EM0680  HISTORY     - 1976     GOOD             DMA
 EM0680  HISTORY     - 20000220 GOOD             LOCSUR
 EM0680  HISTORY     - 20080224 GOOD             AIRDAT
 EM0680  HISTORY     - 20090723 GOOD             INDIV
 EM0680
 EM0680                          STATION DESCRIPTION
 EM0680
 EM0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0680'THE STATION IS LOCATED IN THE TOWN OF ELGIN, JUST WEST OF THE
 EM0680'BUSINESS DISTRICT AND ON THE SOUTH SIDE OF MAIN STREET BETWEEN
 EM0680'THE FRISCO RAILROAD AND U.S. HIGHWAY 277.  IT IS SET 43 FEET
 EM0680'SOUTH OF THE CENTER OF THE STREET, 33 FEET WEST OF THE WEST
 EM0680'RAIL OF THE TRACKS, AND 5 FEET EAST OF A LARGE TELEPHONE POLE.
 EM0680'THE DISK IS STAMPED ELGIN 1947 AND PROJECTS 3 INCHES.
 EM0680'
 EM0680'REFERENCE MARK NO. 1 IS SET IN THE CORNER OF THE LOT, 1 FOOT
 EM0680'SOUTH OF A TELEPHONE POLE.  THE DISK IS STAMPED ELGIN NO 1 1947
 EM0680'AND IT PROJECTS 3 INCHES.
 EM0680'
 EM0680'REFERENCE MARK NO. 2 IS ON THE EAST BANK OF THE LOT AND 20
 EM0680'FEET WEST OF THE RAILROAD TRACKS.  IT IS STAMPED ELGIN NO 2 1947
 EM0680'AND PROJECTS 4 INCHES.
 EM0680'
 EM0680'THE AZIMUTH MARK IS LOCATED 0.4 MILE NORTHEAST OF THE STATION ON
 EM0680'TOP OF AN EIGHT FOOT BANK, 35 FEET WEST OF THE CENTER OF U.S.
 EM0680'HIGHWAY 277, 1 FOOT EAST OF THE FENCE LINE AND IS WITNESSED
 EM0680'BY A WHITE REFERENCE POST.  THE DISK IS STAMPED ELGIN 1947 AND
 EM0680'PROJECTS 4 INCHES.
 EM0680'
 EM0680'FOUR FOOT SIGNALS AT APACHE AND FLETCHER ARE VISIBLE FROM THE
 EM0680'GROUND.
 EM0680
 EM0680                          STATION RECOVERY (1960)
 EM0680
 EM0680'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1960 (ROC)
 EM0680'STATION MARKER IS SLIGHTLY TILTED.
 EM0680'
 EM0680'AZIMUTH MARK WAS FOUND TO BE DESTROYED AND LYING IN ROAD DITCH.
 EM0680
 EM0680                          STATION RECOVERY (1963)
 EM0680
 EM0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0680'REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND FOUND TO BE
 EM0680'IN GOOD CONDITION.  THE STATION MARK HAS BEEN STRUCK BY HEAVY
 EM0680'MACHINERY AND APPEARS TO BE LEANING.  THE AZIMUTH MARK HAS BEEN
 EM0680'DESTROYED DUE TO HIGHWAY IMPROVEMENT.  THE MONUMENT WAS FOUND
 EM0680'LYING ALONG THE FENCE LINE NEAR ITS ORIGINAL POSITION.
 EM0680'
 EM0680'REFERENCE MARK NO. 1 IS 21.5 FEET NORTHWEST OF THE NORTHWEST RAIL
 EM0680'AND 30.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 17.
 EM0680'A STANDARD DISK STAMPED ELGIN NO 1 1947 AND SET IN THE TOP OF A
 EM0680'10 X 10 INCH CONCRETE POST PROJECTING ABOUT 2 INCHES.
 EM0680'
 EM0680'REFERENCE MARK NO.2 IS 18.5 FEET NORTHWEST OF THE NORTHWEST RAIL
 EM0680'AND 64.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 17.
 EM0680'A STANDARD DISK STAMPED ELGIN NO 2 1947 AND SET IN THE TOP OF A
 EM0680'10 X 10 INCH CONCRETE POST ABOUT FLUSH WITH SURFACE OF THE
 EM0680'GROUND.
 EM0680'
 EM0680'THE STATION IS 0.1 MILE WEST OF THE POST OFFICE IN ELGIN, IN THE
 EM0680'SOUTHWEST ANGLE WHERE STATE HIGHWAY 17 CROSSES THE RAILROAD.
 EM0680
 EM0680                          STATION RECOVERY (1973)
 EM0680
 EM0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0680'THE STATION SURFACE MARK WAS FOUND TO HAVE BEEN HIT BY HEAVY
 EM0680'MACHINERY, AND WAS TILTED.  AZIMUTH MARK HAD BEEN DESTROYED.
 EM0680'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 EM0680'NO. 2 WAS FOUND TO HAVE BEEN HIT BY HEAVY MACHINERY AND CORNER OF
 EM0680'MARK CHIPPED OFF.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE
 EM0680'REFERENCE MARKS.  THE DIRECTION TO REFERENCE MARK NO. 1 WAS
 EM0680'CHECKED, BUT A DIFFERENCE WAS FOUND IN THE DIRECTION TO
 EM0680'REFERENCE MARK NO. 2.
 EM0680'
 EM0680'THE STATION SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION.
 EM0680'A DIFFERENCE OF ABOUT 4-INCHES WAS FOUND IN THE PLUMB OF THE
 EM0680'STATION SURFACE AND SUB-SURFACE MARKS.
 EM0680'
 EM0680'A NEW STATION SURFACE MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED
 EM0680'AT THIS TIME.
 EM0680'
 EM0680'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 EM0680'
 EM0680'THE STATION IS LOCATED ON WEST EDGE OF THE SMALL SETTLEMENT OF
 EM0680'ELGIN, AND SOUTHWEST OF THE RAILROAD CROSSING OF STATE HIGHWAY
 EM0680'17.
 EM0680'
 EM0680'TO REACH THE STATION FROM THE POST OFFICE IN ELGIN, GO WEST ON
 EM0680'STATE HIGHWAY 17 FOR 0.15 MILE TO STATION ON THE LEFT, JUST
 EM0680'AFTER CROSSING RAILROAD TRACKS.
 EM0680'
 EM0680'TO REACH REFERENCE MARK NO. 3 FROM THE STATION, GO WEST ON STATE
 EM0680'HWY. 17 FOR 0.05 MILE, TO THE JUNCTION OF U.S. HWY. 277.
 EM0680'TURN RIGHT AND GO NORTH ON U.S. HWY. 277 FOR 0.2 MILE TO FORK,
 EM0680'KEEP THE LEFT FORK AND CONTINUE NORTH ON SURFACE ROAD FOR 0.85
 EM0680'MILE TO FORK, KEEP THE LEFT FORK AND GO WEST ABOUT 0.05 MILE TO
 EM0680'OVER-PASS AND MARK IN THE SOUTH WALK-WAY OF OVER-PASS.
 EM0680'
 EM0680'STATION MARK IS A STANDARD DISK, SET IN A SQUARE CONCRETE POST,
 EM0680'THAT IS FLUSH WITH THE GROUND AND THE DISK STAMPED ELGIN 1947
 EM0680'1973.  IT IS 40 FEET SOUTH OF THE CENTER OF STATE HWY. 17, 49
 EM0680'FEET SOUTHWEST OF THE RAILROAD CROSSING SIGNAL LIGHT, 36 FEET
 EM0680'WEST OF THE WEST RAIL OF RAILROAD TRACKS, 15 FEET SOUTHWEST OF
 EM0680'A TELEPHONE POLE, 7 FEET EAST OF A TELEPHONE POLE AND 4 FEET
 EM0680'EAST OF A METAL WITNESS POST.
 EM0680'
 EM0680'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 EM0680'SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 EM0680'STAMPED ELGIN NO 1 1947.  IT IS 31 FEET SOUTH OF THE CENTER OF
 EM0680'STATE HWY. 17, 28 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS,
 EM0680'24 FEET SOUTHWEST OF THE RAILROAD CROSSING SIGNAL LIGHT AND 10
 EM0680'FEET NORTHEAST OF A TELEPHONE POLE.
 EM0680'
 EM0680'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 EM0680'SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 EM0680'ELGIN NO 2 1947.  IT IS 68 FEET SOUTH OF THE CENTER OF STATE HWY.
 EM0680'17, 18 FEET NORTHWEST OF THE WEST RAIL OF RAILROAD TRACKS, 25
 EM0680'FEET SOUTHEAST OF A TELEPHONE POLE AND 31 FEET SOUTHWEST OF A
 EM0680'TELEPHONE POLE.
 EM0680'
 EM0680'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL ON THE
 EM0680'SOUTH WALK-WAY OF OVER-PASS AND DISK IS STAMPED ELGIN 1947 NO 3
 EM0680'1973.  IT IS ABOUT 3 FEET LOWER THAN THE TOP OF THE SOUTH
 EM0680'WALK-WAY RAILING, ABOUT 1-FOOT ABOVE THE ROAD-BED AND IS 58 FEET
 EM0680'SOUTHEAST OF THE NORTHWEST END OF OVER-PASS.  (NOTE--SEE TO REACH
 EM0680'THE STATION, AS HOW TO REACH THE REFERENCE MARK)
 EM0680'
 EM0680'DISTANCE TO RM 3 AND A POINT MEASURED WITH AN H/P.
 EM0680'
 EM0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF
 EM0680'ELGIN.
 EM0680
 EM0680                          STATION RECOVERY (1974)
 EM0680
 EM0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0680'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1973 RECOVERY
 EM0680'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EM0680'
 EM0680'REFERENCE MARK NO. 4 USA WAS ESTABLISHED BY THE U.S. ARMY AND WAS
 EM0680'REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE FROM THE
 EM0680'STATION TO REFERENCE MARK NO. 4 AND A POINT USED IN 1973, WHICH
 EM0680'WAS USED FOR A CHECK TO ESTABLISH REFERENCE MARK NO. 3.
 EM0680'
 EM0680'REFERENCE MARK NO. 4 USA AND THE A POINT WILL BE USED BY THE
 EM0680'U.S. ARMY FOR A CHECK POSITION.
 EM0680'
 EM0680'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 EM0680'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 EM0680'THAT IS FLUSH WITH THE GROUND AND IS STAMPED ELGIN 1947 NO 4 USA
 EM0680'1974.  IT IS 133 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF
 EM0680'ABUTMENT OF OVER-PASS, 120 FEET SOUTHWEST OF THE CENTER OF ROAD,
 EM0680'38 FEET SOUTHWEST OF A CORNER FENCEPOST IN OFF-SET IN FENCE-LINE
 EM0680'AND 3 FEET SOUTHEAST OF FENCE-LINE.
 EM0680'
 EM0680'A POINT IS A NAIL DRIVEN IN THE TOP THE EAST END OF THE NORTH
 EM0680'SIDE OF EAST-WEST ROW OF GUARD-RAILS (WOODEN POST), WHICH IS
 EM0680'EAST OF THE OVER-PASS AND AT INTERSECTION OF ROADS.
 EM0680'
 EM0680'TO REACH REFERENCE MARK NO. 4 AND A POINT FROM THE STATION, GO
 EM0680'NORTHERLY ON U.S. HWY. 277 FOR 0.2 MILE TO FORK, KEEP THE LEFT
 EM0680'FORK AND CONTINUE NORTHERLY ON SURFACE ROAD FOR 0.85 MILE TO A
 EM0680'SIDE ROAD ON THE LEFT LEADING TO OVER-PASS AND REFERENCE MARK
 EM0680'NO. 4 ON THE LEFT, A ON THE RIGHT ON SURFACE ROAD LEADING TO
 EM0680'OVER-PASS.
 EM0680'
 EM0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE
 EM0680'OF ELGIN.
 EM0680
 EM0680                          STATION RECOVERY (1976)
 EM0680
 EM0680'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0680'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0680
 EM0680                          STATION RECOVERY (2000)
 EM0680
 EM0680'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0680'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0680'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0680'NO OBSTRUCTIONS.
 EM0680
 EM0680                          STATION RECOVERY (2008)
 EM0680
 EM0680'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 EM0680'RECOVERED AS DESCRIBED.
 EM0680
 EM0680                          STATION RECOVERY (2009)
 EM0680
 EM0680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0680'MARK, RM3, RM1 RECOVERED. RM2 HAS THE TOP BROKEN OFF AND IS MISSING
 EM0680'THE CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0726 ***********************************************************************
 GH0726  DESIGNATION -  ELGIN
 GH0726  PID         -  GH0726
 GH0726  STATE/COUNTY-  OK/NOBLE
 GH0726  COUNTRY     -  US
 GH0726  USGS QUAD   -  LAKE CARL BLACKWELL (2018)
 GH0726
 GH0726                         *CURRENT SURVEY CONTROL
 GH0726  ______________________________________________________________________
 GH0726* NAD 83(1993) POSITION- 36 11 44.93266(N) 097 14 45.91139(W)   ADJUSTED
 GH0726* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 GH0726  ______________________________________________________________________
 GH0726  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 GH0726  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 GH0726  HORZ ORDER      -  FIRST
 GH0726
 GH0726.The horizontal coordinates were established by classical geodetic methods
 GH0726.and adjusted by the National Geodetic Survey in November 1994.
 GH0726
 GH0726.The orthometric height was scaled from a topographic map.
 GH0726
 GH0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0726.GEOID18 height accuracy estimate available here.
 GH0726
 GH0726.Click photographs - Photos may exist for this station.
 GH0726
 GH0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0726
 GH0726. The following values were computed from the NAD 83(1993) position.
 GH0726
 GH0726;                    North         East     Units Scale Factor Converg.
 GH0726;SPC OK N     -   132,942.423   667,802.804   MT  0.99994553   +0 26 41.7
 GH0726;SPC OK N     -   436,161.93  2,190,949.70   sFT  0.99994553   +0 26 41.7
 GH0726;UTM  14      - 4,007,093.114   657,691.862   MT  0.99990640   +1 02 09.5
 GH0726
 GH0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0726!SPC OK N     -   0.99994838  x   0.99994553  =   0.99989392
 GH0726!UTM  14      -   0.99994838  x   0.99990640  =   0.99985479
 GH0726
 GH0726:                Primary Azimuth Mark                     Grid Az
 GH0726:SPC OK N     -  ELGIN AZ MK                              182 09 01.8
 GH0726:UTM  14      -  ELGIN AZ MK                              181 33 34.0
 GH0726
 GH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5769107093(NAD 83)
 GH0726
 GH0726|---------------------------------------------------------------------|
 GH0726| PID    Reference Object                     Distance      Geod. Az  |
 GH0726|                                                           dddmmss.s |
 GH0726| GH0720 STILLWATER MUNICIPAL TANK           APPROX.19.3 KM 1182450.3 |
 GH0726| GH0716 STILLWATER OK A AND M COLL TK       APPROX.17.4 KM 1191459.7 |
 GH0726| CL5137 ELGIN RM 1                           37.521 METERS 14416     |
 GH0726| CL5136 ELGIN AZ MK                                        1823543.5 |
 GH0726| CL5138 ELGIN RM 2                           58.577 METERS 23937     |
 GH0726| GH0754 PERRY MICROWAVE RELAY MAST          APPROX. 7.9 KM 3345323.0 |
 GH0726| GH0745 PERRY OKLA HWY DEPT RADIO MAST      APPROX. 7.8 KM 3354906.8 |
 GH0726| GH0743 PERRY SMITH TRUCK SERV RAD MST      APPROX. 7.8 KM 3380101.3 |
 GH0726|---------------------------------------------------------------------|
 GH0726
 GH0726                          SUPERSEDED SURVEY CONTROL
 GH0726
 GH0726  NAD 83(1986)-  36 11 44.94219(N)    097 14 45.89709(W) AD(       ) 1
 GH0726  NAD 27      -  36 11 44.78783(N)    097 14 44.75486(W) AD(       ) 1
 GH0726
 GH0726.Superseded values are not recommended for survey control.
 GH0726
 GH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0726.See file dsdata.pdf to determine how the superseded data were derived.
 GH0726
 GH0726_MARKER: DS = TRIANGULATION STATION DISK
 GH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0726_STAMPING: ELGIN 1938
 GH0726_MARK LOGO: CGS
 GH0726_PROJECTION: FLUSH
 GH0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0726+STABILITY: SURFACE MOTION
 GH0726
 GH0726  HISTORY     - Date     Condition        Report By
 GH0726  HISTORY     - 1938     MONUMENTED       CGS
 GH0726  HISTORY     - 1963     GOOD             CGS
 GH0726
 GH0726                          STATION DESCRIPTION
 GH0726
 GH0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0726'STATION IS ABOUT 6 MILES AIR LINE SOUTH-SOUTHEAST OF PERRY,
 GH0726'11 MILES AIR LINE WEST-NORTHWEST OF STILLWATER, IN THE NORTHWEST
 GH0726'QUARTER SEC. 19, T. 20 N., R. 1 E.  IT IS LOCATED IN A SMALL
 GH0726'PASTURE ABOUT 200 FEET EAST OF A NORTH-SOUTH SECTION-LINE ROAD,
 GH0726'ON THE TOP OF A SMALL KNOLL WHICH DROPS SHARPLY TO THE NORTH AND
 GH0726'SLOPES GRADUALLY TO THE SOUTH.  THIS KNOLL IS THE MOST EASTERLY
 GH0726'AND HIGHEST ONE OF SEVERAL IN THIS VICINITY.  THE LAND OWNED BY
 GH0726'A.M. ELGIN.  STATION IS REACHED FROM THE SANTA FE RAILROAD
 GH0726'DEPOT IN PERRY BY GOING EAST ON U.S. HIGHWAY 64 FOR 2.1 MILES
 GH0726'TO A ROAD LEADING SOUTH, THENCE SOUTH FOR 6.5 MILES TO THE
 GH0726'TOP OF A PROMINENT KNOLL, AND THE STATION WILL BE FOUND ABOUT
 GH0726'200 FEET TO THE EAST.
 GH0726'
 GH0726'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0726'BRONZE DISKS IN CONCRETE.
 GH0726'
 GH0726'BOTH REFERENCE MARKS ARE IN THE HALF-SECTION-LINE FENCE SOUTH
 GH0726'OF THE STATION.
 GH0726'
 GH0726'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION ON THE NORTH
 GH0726'SIDE OF AN EAST-WEST ROAD, ABOUT 40 YARDS EAST OF CROSSROADS.
 GH0726'
 GH0726'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 GH0726
 GH0726                          STATION RECOVERY (1963)
 GH0726
 GH0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0726'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GH0726'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A COMPLETE
 GH0726'DESCRIPTION FOLLOWS.
 GH0726'
 GH0726'STATION IS ON A LOW, BARE KNOLL, ABOUT 11-1/2 MILES WEST-NORTHWEST
 GH0726'OF STILLWATER AND 6-1/2 MILES SOUTH-SOUTHEAST OF PERRY.
 GH0726'
 GH0726'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 GH0726'SQUARE IN PERRY, GO EAST ON STATE HIGHWAY 86 FOR 0.25 MILE TO
 GH0726'WHERE THE HIGHWAY TURNS SOUTH.  TURN RIGHT AND GO SOUTH ON
 GH0726'HIGHWAY FOR 5.65 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 GH0726'GRADED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 GH0726'SOUTH FOR 0.5 MILE TO THE TOP OF A HILL AND A WIRE GATE ON THE
 GH0726'LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON GRADED ROAD
 GH0726'FOR 0.5 MILE TO A CROSSROAD AND THE MARK ON THE LEFT.  TURN
 GH0726'LEFT AND PASS THROUGH GATE ON TRACK ROAD FOR 0.05 MILE TO THE
 GH0726'STATION.
 GH0726'
 GH0726'STATION MARK IS A STANDARD DISK, STAMPED ELGIN 1938, SET IN THE
 GH0726'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 GH0726'SURFACE.  IT IS 133 FEET NORTHEAST OF A POWER LINE POLE, 100 FEET
 GH0726'NORTH OF AN EAST-WEST FENCE AND 3.5 FEET SOUTH OF A WITNESS
 GH0726'POST.
 GH0726'
 GH0726'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELGIN 1938 NO 1,
 GH0726'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 11
 GH0726'INCHES.  IT IS 168 FEET EAST OF THE POWER LINE POLE AND 1 FOOT
 GH0726'NORTH OF THE FENCE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GH0726'
 GH0726'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELGIN 1938 NO 2,
 GH0726'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0726'8 INCHES.  IT IS 70 FEET WEST OF THE POWER LINE POLE AND 44.5
 GH0726'FEET EAST OF THE SOUTH GATE POST OF A WIRE GATE.  IT IS ABOUT
 GH0726'4 FEET LOWER THAN THE STATION.
 GH0726'
 GH0726'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELGIN 1938, SET IN
 GH0726'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GH0726'IT IS 53 FEET WEST OF A POWER LINE POLE, 28 FEET NORTH OF THE
 GH0726'CENTERLINE OF A GRADED ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND
 GH0726'1 FOOT NORTH OF A WITNESS POST.
 GH0726'
 GH0726'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0927 ***********************************************************************
 GH0927  DESIGNATION -  ELGIN
 GH0927  PID         -  GH0927
 GH0927  STATE/COUNTY-  OK/OSAGE
 GH0927  COUNTRY     -  US
 GH0927  USGS QUAD   -  PEARSONIA NE (2018)
 GH0927
 GH0927                         *CURRENT SURVEY CONTROL
 GH0927  ______________________________________________________________________
 GH0927* NAD 83(1997) POSITION- 36 59 11.04390(N) 096 20 03.21280(W)   ADJUSTED
 GH0927* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0927  ______________________________________________________________________
 GH0927  GEOID HEIGHT    -        -29.136 (meters)                     GEOID18
 GH0927  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 GH0927  HORZ ORDER      -  FIRST
 GH0927
 GH0927.The horizontal coordinates were established by classical geodetic methods
 GH0927.and adjusted by the National Geodetic Survey in October 1998.
 GH0927
 GH0927.The orthometric height was scaled from a topographic map.
 GH0927
 GH0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0927.GEOID18 height accuracy estimate available here.
 GH0927
 GH0927.Click photographs - Photos may exist for this station.
 GH0927
 GH0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0927
 GH0927. The following values were computed from the NAD 83(1997) position.
 GH0927
 GH0927;                    North         East     Units Scale Factor Converg.
 GH0927;SPC OK N     -   221,681.101   748,299.515   MT  1.00004748   +0 58 59.0
 GH0927;SPC OK N     -   727,298.75  2,455,045.99   sFT  1.00004748   +0 58 59.0
 GH0927;UTM  14      - 4,096,685.760   737,256.187   MT  1.00029350   +1 36 16.4
 GH0927
 GH0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0927!SPC OK N     -   0.99995434  x   1.00004748  =   1.00000181
 GH0927!UTM  14      -   0.99995434  x   1.00029350  =   1.00024782
 GH0927
 GH0927:                Primary Azimuth Mark                     Grid Az
 GH0927:SPC OK N     -  ELGIN AZ MK                              109 37 35.3
 GH0927:UTM  14      -  ELGIN AZ MK                              109 00 17.9
 GH0927
 GH0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3725696685(NAD 83)
 GH0927
 GH0927|---------------------------------------------------------------------|
 GH0927| PID    Reference Object                     Distance      Geod. Az  |
 GH0927|                                                           dddmmss.s |
 GH0927| CI0815 ELGIN RM 1                           13.188 METERS 09211     |
 GH0927| CI0814 ELGIN AZ MK                                        1103634.3 |
 GH0927| CI0816 ELGIN RM 2                           13.366 METERS 18845     |
 GH0927|---------------------------------------------------------------------|
 GH0927
 GH0927                          SUPERSEDED SURVEY CONTROL
 GH0927
 GH0927  NAD 83(1993)-  36 59 11.04353(N)    096 20 03.20978(W) AD(       ) 1
 GH0927  NAD 83(1986)-  36 59 11.05803(N)    096 20 03.19628(W) AD(       ) 1
 GH0927  NAD 27      -  36 59 10.87964(N)    096 20 02.20455(W) AD(       ) 1
 GH0927
 GH0927.Superseded values are not recommended for survey control.
 GH0927
 GH0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0927.See file dsdata.pdf to determine how the superseded data were derived.
 GH0927
 GH0927_MARKER: DS = TRIANGULATION STATION DISK
 GH0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0927_STAMPING: ELGIN 1962
 GH0927_MARK LOGO: CGS
 GH0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0927+STABILITY: SURFACE MOTION
 GH0927
 GH0927  HISTORY     - Date     Condition        Report By
 GH0927  HISTORY     - 1962     MONUMENTED       CGS
 GH0927
 GH0927                          STATION DESCRIPTION
 GH0927
 GH0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GH0927'STATION IS ON A BARE, PASTURED RIDGE, OWNED BY THE
 GH0927'CHATMAN-BARNARD RANCH.  IT IS ABOUT 5-1/2 MILES SOUTHEAST
 GH0927'OF HEWINS, KANSAS, 3 MILES SOUTHWEST OF ELGIN, KANSAS AND 1
 GH0927'MILE SOUTH OF THE KANSAS-OKLAHOMA STATE LINE.
 GH0927'
 GH0927'TO REACH FROM THE POST OFFICE IN ELGIN, KANSAS, GO EAST ON
 GH0927'THE MAIN STREET FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT,
 GH0927'SOUTH, ON PAVED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, AT
 GH0927'THE SOUTH END OF A STEEL BRIDGE. TURN RIGHT, WEST, ON GRADED ROAD
 GH0927'FOR 0.95 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, WESTERLY, ON
 GH0927'GRADED ROAD FOR 1.9 MILES TO A SIDE ROAD LEFT.  CONTINUE
 GH0927'AHEAD, WESTERLY, ON GRADED ROAD FOR 0.6 MILE TO THE AZIMUTH
 GH0927'MARK.  CONTINUE AHEAD, WESTERLY ON GRADED ROAD FOR 0.45 MILE
 GH0927'TO GATE ON THE LEFT AND A TRACK ROAD RIGHT.  TURN RIGHT,
 GH0927'NORTHERLY, ON TRACK ROAD FOR 0.1 MILE TO THE TOP OF RISE.  TURN
 GH0927'RIGHT, EAST, ACROSS COUNTRY FOR 0.05 MILE TO THE HIGHEST
 GH0927'PART OF THE RIDGE AND STATION.
 GH0927'
 GH0927'STATION MARK IS A STANDARD DISK, STAMPED ELGIN 1962, SET
 GH0927'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0927'3 INCHES.  IT IS 186 FEET EAST OF THE CENTERLINE OF THE TRACK
 GH0927'ROAD, 7.6 FEET EAST OF A WITNESS POST AND ON THE HIGHEST
 GH0927'PART OF THE RIDGE.
 GH0927'
 GH0927'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELGIN NO 1 1962,
 GH0927'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2 FOOT BOULDER FLUSH WITH
 GH0927'THE GROUND.  IT IS 207 FEET EAST OF THE CENTERLINE OF THE
 GH0927'TRACK ROAD AND 1.5 FEET WEST OF A SMALL CAIRN.  IT IS ABOUT
 GH0927'THE SAME ELEVATION AS THE STATION.
 GH0927'
 GH0927'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELGIN NO 2
 GH0927'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0927'4 INCHES.  IT IS 177 FEET EAST OF THE CENTERLINE OF THE
 GH0927'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0927'
 GH0927'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELGIN 1962, CEMENTED
 GH0927'IN A DRILL HOLE IN THE NORTH CONCRETE ABUTMENT OF A CATTLE
 GH0927'GUARD.  IT IS 7.5 FEET NORTH OF THE CENTERLINE OF THE GRADED
 GH0927'ROAD, 1.8 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT WEST
 GH0927'OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0681 ***********************************************************************
 EM0681  DESIGNATION -  ELGIN A POINT
 EM0681  PID         -  EM0681
 EM0681  STATE/COUNTY-  OK/COMANCHE
 EM0681  COUNTRY     -  US
 EM0681  USGS QUAD   -  ELGIN (2018)
 EM0681
 EM0681                         *CURRENT SURVEY CONTROL
 EM0681  ______________________________________________________________________
 EM0681* NAD 83(1993) POSITION- 34 47 44.91707(N) 098 17 26.74750(W)   ADJUSTED
 EM0681* NAVD 88 ORTHO HEIGHT -   417.    (meters)     1368.    (feet) SCALED
 EM0681  ______________________________________________________________________
 EM0681  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 EM0681  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 EM0681  HORZ ORDER      -  THIRD
 EM0681
 EM0681.The horizontal coordinates were established by classical geodetic methods
 EM0681.and adjusted by the National Geodetic Survey in November 1994.
 EM0681
 EM0681.The orthometric height was scaled from a topographic map.
 EM0681
 EM0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0681.GEOID18 height accuracy estimate available here.
 EM0681
 EM0681.Click photographs - Photos may exist for this station.
 EM0681
 EM0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0681
 EM0681. The following values were computed from the NAD 83(1993) position.
 EM0681
 EM0681;                    North         East     Units Scale Factor Converg.
 EM0681;SPC OK S     -   162,262.088   573,392.552   MT  0.99994274   -0 09 54.2
 EM0681;SPC OK S     -   532,354.87  1,881,205.40   sFT  0.99994274   -0 09 54.2
 EM0681;UTM  14      - 3,850,628.742   564,879.975   MT  0.99965188   +0 24 17.1
 EM0681
 EM0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0681!SPC OK S     -   0.99993865  x   0.99994274  =   0.99988139
 EM0681!UTM  14      -   0.99993865  x   0.99965188  =   0.99959055
 EM0681
 EM0681:                Primary Azimuth Mark                     Grid Az
 EM0681:SPC OK S     -  ELGIN                                    187 27 56.2
 EM0681:UTM  14      -  ELGIN                                    186 53 44.9
 EM0681
 EM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6487950628(NAD 83)
 EM0681
 EM0681|---------------------------------------------------------------------|
 EM0681| PID    Reference Object                     Distance      Geod. Az  |
 EM0681|                                                           dddmmss.s |
 EM0681| EM0680 ELGIN                               APPROX. 1.5 KM 1871802.0 |
 EM0681| EM0682 ELGIN RM 4                           45.429 METERS 25409     |
 EM0681| EM0683 ELGIN RM 3                           69.961 METERS 31552     |
 EM0681|---------------------------------------------------------------------|
 EM0681
 EM0681                          SUPERSEDED SURVEY CONTROL
 EM0681
 EM0681  NAD 83(1986)-  34 47 44.92224(N)    098 17 26.73261(W) AD(       ) 3
 EM0681  NAD 27      -  34 47 44.67543(N)    098 17 25.54741(W) AD(       ) 3
 EM0681
 EM0681.Superseded values are not recommended for survey control.
 EM0681
 EM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0681.See file dsdata.pdf to determine how the superseded data were derived.
 EM0681
 EM0681_MARKER: N = NAIL
 EM0681_SETTING: 0 = UNSPECIFIED SETTING
 EM0681_MARK LOGO: CGS
 EM0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0681
 EM0681  HISTORY     - Date     Condition        Report By
 EM0681  HISTORY     - 1974     MONUMENTED       NGS
 EM0681  HISTORY     - 19991225 GOOD             LOCSUR
 EM0681
 EM0681                          STATION DESCRIPTION
 EM0681
 EM0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0681'A POINT IS A NAIL DRIVEN IN THE TOP EAST END OF THE NORTH SIDE
 EM0681'OF EAST-WEST ROW OF GUARD-RAILS (WOODEN POST), WHICH IS EAST OF THE
 EM0681'OVER-PASS AND AT INTERSECTION OF ROADS.
 EM0681'
 EM0681'TO REACH A POINT FROM THE STATION, GO NORTHERLY ON U.S. HWY. 277
 EM0681'FOR 0.2 MILE TO FORK, KEEP THE LEFT FORK AND CONTINUE NORTHERLY ON
 EM0681'SURFACE ROAD FOR 0.85 MILE TO A SIDE ROAD ON THE LEFT LEADING TO
 EM0681'OVER-PASS AND REFERENCE MARK NO. 4 ON THE LEFT, A ON THE RIGHT ON
 EM0681'SURFACE ROAD LEADING TO OVER-PASS.
 EM0681
 EM0681                          STATION RECOVERY (1999)
 EM0681
 EM0681'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0681'RECOVERED IN GOOD CONDITION.  NOTE--VERY SUBSTANDARD POINT AND NOT
 EM0681'CONSIDERED STABLE.  CAN BE USED TO FIND RM 4 AND ELGIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0683 ***********************************************************************
 EM0683  DESIGNATION -  ELGIN RM 3
 EM0683  PID         -  EM0683
 EM0683  STATE/COUNTY-  OK/COMANCHE
 EM0683  COUNTRY     -  US
 EM0683  USGS QUAD   -  ELGIN (2018)
 EM0683
 EM0683                         *CURRENT SURVEY CONTROL
 EM0683  ______________________________________________________________________
 EM0683* NAD 83(1993) POSITION- 34 47 46.54650(N) 098 17 28.66389(W)   ADJUSTED
 EM0683* NAVD 88 ORTHO HEIGHT -   417.    (meters)     1368.    (feet) SCALED
 EM0683  ______________________________________________________________________
 EM0683  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 EM0683  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 EM0683  HORZ ORDER      -  SECOND
 EM0683
 EM0683.The horizontal coordinates were established by classical geodetic methods
 EM0683.and adjusted by the National Geodetic Survey in November 1994.
 EM0683
 EM0683.The orthometric height was scaled from a topographic map.
 EM0683
 EM0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0683.GEOID18 height accuracy estimate available here.
 EM0683
 EM0683.Click photographs - Photos may exist for this station.
 EM0683
 EM0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0683
 EM0683. The following values were computed from the NAD 83(1993) position.
 EM0683
 EM0683;                    North         East     Units Scale Factor Converg.
 EM0683;SPC OK S     -   162,312.437   573,343.984   MT  0.99994277   -0 09 55.2
 EM0683;SPC OK S     -   532,520.05  1,881,046.05   sFT  0.99994277   -0 09 55.2
 EM0683;UTM  14      - 3,850,678.591   564,830.922   MT  0.99965180   +0 24 16.0
 EM0683
 EM0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0683!SPC OK S     -   0.99993865  x   0.99994277  =   0.99988142
 EM0683!UTM  14      -   0.99993865  x   0.99965180  =   0.99959047
 EM0683
 EM0683:                Primary Azimuth Mark                     Grid Az
 EM0683:SPC OK S     -  ELGIN                                    185 26 28.7
 EM0683:UTM  14      -  ELGIN                                    184 52 17.5
 EM0683
 EM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6483050678(NAD 83)
 EM0683
 EM0683|---------------------------------------------------------------------|
 EM0683| PID    Reference Object                     Distance      Geod. Az  |
 EM0683|                                                           dddmmss.s |
 EM0683| EM0681 ELGIN A POINT                        69.961 METERS 13552     |
 EM0683| EM0682 ELGIN RM 4                           62.826 METERS 17525     |
 EM0683| EM0680 ELGIN                               APPROX. 1.5 KM 1851633.5 |
 EM0683|---------------------------------------------------------------------|
 EM0683
 EM0683                          SUPERSEDED SURVEY CONTROL
 EM0683
 EM0683  NAD 83(1986)-  34 47 46.55167(N)    098 17 28.64899(W) AD(       ) 2
 EM0683  NAD 27      -  34 47 46.30492(N)    098 17 27.46372(W) AD(       ) 2
 EM0683
 EM0683.Superseded values are not recommended for survey control.
 EM0683
 EM0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0683.See file dsdata.pdf to determine how the superseded data were derived.
 EM0683
 EM0683_MARKER: DR = REFERENCE MARK DISK
 EM0683_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0683_SP_SET: OVERPASS WALKWAY
 EM0683_STAMPING: ELGIN 1947 NO 3 1973
 EM0683_MARK LOGO: NGS
 EM0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0683
 EM0683  HISTORY     - Date     Condition        Report By
 EM0683  HISTORY     - 1973     MONUMENTED       NGS
 EM0683  HISTORY     - 20000220 GOOD             LOCSUR
 EM0683
 EM0683                          STATION DESCRIPTION
 EM0683
 EM0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0683'TO REACH THE STATION FROM THE POST OFFICE IN ELGIN, GO WEST ON STATE
 EM0683'HIGHWAY 17 TO THE JUNCTION OF U.S. HWY. 277.  TURN RIGHT AND GO NORTH
 EM0683'ON U.S. HWY. 277 FOR 0.2 MILE TO FORK, KEEP THE LEFT FORK AND CONTINUE
 EM0683'NORTH ON SURFACE ROAD FOR 0.85 MILE TO FORK, KEEP THE LEFT FORK AND GO
 EM0683'WEST ABOUT 0.05 MILE TO OVER-PASS AND MARK IN THE SOUTH WALK-WAY OF
 EM0683'OVER-PASS.
 EM0683'
 EM0683'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL ON THE SOUTH
 EM0683'WALK-WAY OF OVER-PASS AND DISK IS STAMPED ELGIN 1947 NO 3 1973.  IT IS
 EM0683'ABOUT 3 FEET LOWER THAN THE TOP OF THE SOUTH WALK-WAY RAILING, ABOUT
 EM0683'1-FOOT ABOVE THE ROAD-BED AND IS 58 FEET SOUTHEAST OF THE NORTHWEST
 EM0683'END OF OVER-PASS. (NOTE-SEE TO REACH THE STATION, AS HOW TO REACH THE
 EM0683'REFERENCE MARK.
 EM0683
 EM0683                          STATION RECOVERY (2000)
 EM0683
 EM0683'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0683'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0682 ***********************************************************************
 EM0682  DESIGNATION -  ELGIN RM 4
 EM0682  PID         -  EM0682
 EM0682  STATE/COUNTY-  OK/COMANCHE
 EM0682  COUNTRY     -  US
 EM0682  USGS QUAD   -  ELGIN (2018)
 EM0682
 EM0682                         *CURRENT SURVEY CONTROL
 EM0682  ______________________________________________________________________
 EM0682* NAD 83(1993) POSITION- 34 47 44.51426(N) 098 17 28.46660(W)   ADJUSTED
 EM0682* NAVD 88 ORTHO HEIGHT -   414.    (meters)     1358.    (feet) SCALED
 EM0682  ______________________________________________________________________
 EM0682  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 EM0682  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 EM0682  HORZ ORDER      -  SECOND
 EM0682
 EM0682.The horizontal coordinates were established by classical geodetic methods
 EM0682.and adjusted by the National Geodetic Survey in November 1994.
 EM0682
 EM0682.The orthometric height was scaled from a topographic map.
 EM0682
 EM0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0682.GEOID18 height accuracy estimate available here.
 EM0682
 EM0682.Click photographs - Photos may exist for this station.
 EM0682
 EM0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0682
 EM0682. The following values were computed from the NAD 83(1993) position.
 EM0682
 EM0682;                    North         East     Units Scale Factor Converg.
 EM0682;SPC OK S     -   162,249.802   573,348.818   MT  0.99994273   -0 09 55.1
 EM0682;SPC OK S     -   532,314.56  1,881,061.91   sFT  0.99994273   -0 09 55.1
 EM0682;UTM  14      - 3,850,616.025   564,836.378   MT  0.99965181   +0 24 16.1
 EM0682
 EM0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0682!SPC OK S     -   0.99993912  x   0.99994273  =   0.99988186
 EM0682!UTM  14      -   0.99993912  x   0.99965181  =   0.99959095
 EM0682
 EM0682:                Primary Azimuth Mark                     Grid Az
 EM0682:SPC OK S     -  ELGIN                                    185 51 20.5
 EM0682:UTM  14      -  ELGIN                                    185 17 09.3
 EM0682
 EM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6483650616(NAD 83)
 EM0682
 EM0682|---------------------------------------------------------------------|
 EM0682| PID    Reference Object                     Distance      Geod. Az  |
 EM0682|                                                           dddmmss.s |
 EM0682| EM0681 ELGIN A POINT                        45.429 METERS 07409     |
 EM0682| EM0680 ELGIN                               APPROX. 1.5 KM 1854125.4 |
 EM0682| EM0683 ELGIN RM 3                           62.826 METERS 35525     |
 EM0682|---------------------------------------------------------------------|
 EM0682
 EM0682                          SUPERSEDED SURVEY CONTROL
 EM0682
 EM0682  NAD 83(1986)-  34 47 44.51943(N)    098 17 28.45171(W) AD(       ) 2
 EM0682  NAD 27      -  34 47 44.27264(N)    098 17 27.26646(W) AD(       ) 2
 EM0682
 EM0682.Superseded values are not recommended for survey control.
 EM0682
 EM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0682.See file dsdata.pdf to determine how the superseded data were derived.
 EM0682
 EM0682_MARKER: DR = REFERENCE MARK DISK
 EM0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0682_STAMPING: ELGIN 1947 NO 4 USA 1974
 EM0682_MARK LOGO: NGS
 EM0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0682+STABILITY: SURFACE MOTION
 EM0682
 EM0682  HISTORY     - Date     Condition        Report By
 EM0682  HISTORY     - 1974     MONUMENTED       NGS
 EM0682  HISTORY     - 20000201 GOOD             LOCSUR
 EM0682
 EM0682                          STATION DESCRIPTION
 EM0682
 EM0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0682'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EM0682'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH
 EM0682'WITH THE GROUND AND IS STAMPED ELGIN 1947 NO 4 USA 1974.  IT IS 133
 EM0682'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF ABUTMENT OF OVER-PASS,
 EM0682'120 FEET SOUTHWEST OF THE CENTER OF ROAD, 38 FEET SOUTHWEST OF A
 EM0682'CORNER FENCEPOST IN OFF-SET IN FENCE-LINE AND 3 FEET
 EM0682'SOUTHEAST OF FENCE-LINE.
 EM0682'
 EM0682'TO REACH REFERENCE MARK NO. 4 AND A POINT FROM THE STATION, GO
 EM0682'NORTHERLY ON U.S. HWY. 277 FOR 0.2 MILE TO FORK, KEEP THE LEFT FORK
 EM0682'AND CONTINUE NORTHERLY ON SURFACE ROAD FOR 0.85 MILE TO A SIDE ROAD
 EM0682'ON THE LEFT LEADING TO OVER-PASS AND REFERENCE MARK NO. 4 ON THE
 EM0682'LEFT.
 EM0682
 EM0682                          STATION RECOVERY (2000)
 EM0682
 EM0682'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0682'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0914 ***********************************************************************
 FJ0914  DESIGNATION -  ELK
 FJ0914  PID         -  FJ0914
 FJ0914  STATE/COUNTY-  OK/OKLAHOMA
 FJ0914  COUNTRY     -  US
 FJ0914  USGS QUAD   -  HARRAH (2018)
 FJ0914
 FJ0914                         *CURRENT SURVEY CONTROL
 FJ0914  ______________________________________________________________________
 FJ0914* NAD 83(1993) POSITION- 35 29 35.84682(N) 097 12 07.64672(W)   ADJUSTED
 FJ0914* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 FJ0914  ______________________________________________________________________
 FJ0914  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 FJ0914  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 FJ0914  HORZ ORDER      -  SECOND
 FJ0914
 FJ0914.The horizontal coordinates were established by classical geodetic methods
 FJ0914.and adjusted by the National Geodetic Survey in November 1994.
 FJ0914
 FJ0914.The orthometric height was scaled from a topographic map.
 FJ0914
 FJ0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0914.GEOID18 height accuracy estimate available here.
 FJ0914
 FJ0914.Click photographs - Photos may exist for this station.
 FJ0914
 FJ0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0914
 FJ0914. The following values were computed from the NAD 83(1993) position.
 FJ0914
 FJ0914;                    North         East     Units Scale Factor Converg.
 FJ0914;SPC OK N     -    55,029.869   672,397.023   MT  1.00001413   +0 28 15.1
 FJ0914;SPC OK N     -   180,543.83  2,206,022.57   sFT  1.00001413   +0 28 15.1
 FJ0914;SPC OK S     -   239,889.860   672,400.529   MT  1.00006172   +0 27 10.4
 FJ0914;SPC OK S     -   787,038.65  2,206,034.07   sFT  1.00006172   +0 27 10.4
 FJ0914;UTM  14      - 3,929,235.191   663,077.292   MT  0.99992773   +1 02 38.7
 FJ0914
 FJ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0914!SPC OK N     -   0.99994901  x   1.00001413  =   0.99996314
 FJ0914!SPC OK S     -   0.99994901  x   1.00006172  =   1.00001072
 FJ0914!UTM  14      -   0.99994901  x   0.99992773  =   0.99987674
 FJ0914
 FJ0914:                Primary Azimuth Mark                     Grid Az
 FJ0914:SPC OK N     -  ELK AZ MK                                092 11 48.1
 FJ0914:SPC OK S     -  ELK AZ MK                                092 12 52.8
 FJ0914:UTM  14      -  ELK AZ MK                                091 37 24.5
 FJ0914
 FJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6307729235(NAD 83)
 FJ0914
 FJ0914|---------------------------------------------------------------------|
 FJ0914| PID    Reference Object                     Distance      Geod. Az  |
 FJ0914|                                                           dddmmss.s |
 FJ0914| FJ0852 HARRAH OG AND E STACK               APPROX. 2.6 KM 0515940.8 |
 FJ0914| CL5139 ELK AZ MK                                          0924003.2 |
 FJ0914| CL5141 ELK RM 2                             19.930 METERS 09249     |
 FJ0914| CL5140 ELK RM 1                             17.084 METERS 35912     |
 FJ0914|---------------------------------------------------------------------|
 FJ0914
 FJ0914                          SUPERSEDED SURVEY CONTROL
 FJ0914
 FJ0914  NAD 83(1986)-  35 29 35.85310(N)    097 12 07.62885(W) AD(       ) 2
 FJ0914  NAD 27      -  35 29 35.62341(N)    097 12 06.51671(W) AD(       ) 2
 FJ0914
 FJ0914.Superseded values are not recommended for survey control.
 FJ0914
 FJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0914.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0914
 FJ0914_MARKER: DS = TRIANGULATION STATION DISK
 FJ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0914_STAMPING: ELK 1955
 FJ0914_MARK LOGO: CGS
 FJ0914_PROJECTION: FLUSH
 FJ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0914+STABILITY: SURFACE MOTION
 FJ0914
 FJ0914  HISTORY     - Date     Condition        Report By
 FJ0914  HISTORY     - 1955     MONUMENTED       CGS
 FJ0914
 FJ0914                          STATION DESCRIPTION
 FJ0914
 FJ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0914'THE STATION IS, 2 MILES WEST OF HARRAH, NEAR SOUTH SIDE
 FJ0914'CENTER OF SECTION 21, T. 12 N., R. 1 E., ON THE NORTH RIGHT-OF-WAY
 FJ0914'OF U.S. HIGHWAY 62.
 FJ0914'
 FJ0914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 FJ0914'62 AND 270 IN HARRAH, GO WEST ON U.S. HIGHWAY 62 FOR 1.65
 FJ0914'TO CROSSROAD, CONTINUE WEST ON HIGHWAY FOR 0.45 MILE TO
 FJ0914'THE STATION ON THE RIGHT.
 FJ0914'
 FJ0914'THE STATION MARK, 46 FEET NORTH OF THE CENTER LINE OF U.S.
 FJ0914'HIGHWAY 62, 6 FEET NORTHEAST OF A FENCE CORNER, AND 5 FEET
 FJ0914'NORTHEAST OF A WITNESS POST.  LEVEL WITH THE SURFACE OF
 FJ0914'THE GROUND AND THE DISK IS STAMPED ELK 1955.
 FJ0914'
 FJ0914'REFERENCE MARK NO. 1, 1 FOOT EAST OF A FENCE LINE, AND PROJECTS
 FJ0914'6 INCHES.  THE DISK IS STAMPED ELK NO 1 1955.
 FJ0914'
 FJ0914'REFERENCE MARK NO. 2, 42 FEET NORTH OF THE CENTER LINE OF
 FJ0914'THE HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, AND PROJECTS
 FJ0914'6 INCHES.  THE DISK IS STAMPED ELK NO 2 1955.
 FJ0914'
 FJ0914'THE AZIMUTH MARK, APPROX. 0.45 MILE EAST, IS 47 FEET SOUTH
 FJ0914'OF THE CENTER LINE OF HIGHWAY 62, 30 FEET EAST OF THE CENTER
 FJ0914'OF A GRAVEL ROAD, 3 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 FJ0914'SOUTH OF WITNESS POST, 2 FEET NORTHEAST OF FENCE CORNER, AND
 FJ0914'PROJECTS 6 INCHES.  THE DISK IS STAMPED ELK 1955.
 FJ0914'
 FJ0914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0625 ***********************************************************************
 FK0625  DESIGNATION -  ELKPORT
 FK0625  PID         -  FK0625
 FK0625  STATE/COUNTY-  OK/BECKHAM
 FK0625  COUNTRY     -  US
 FK0625  USGS QUAD   -  ELK CITY (2018)
 FK0625
 FK0625                         *CURRENT SURVEY CONTROL
 FK0625  ______________________________________________________________________
 FK0625* NAD 83(1993) POSITION- 35 25 56.70042(N) 099 23 40.50102(W)   ADJUSTED
 FK0625* NAD 83(1993) ELLIP HT-   576.756 (meters)        (11/28/94)   ADJUSTED
 FK0625* NAVD 88 ORTHO HEIGHT -   604.2   (meters)     1982.    (feet) VERTCON3
 FK0625  ______________________________________________________________________
 FK0625  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 FK0625  NAD 83(1993) X  -   -849,337.566 (meters)                     COMP
 FK0625  NAD 83(1993) Y  - -5,133,443.988 (meters)                     COMP
 FK0625  NAD 83(1993) Z  -  3,677,395.300 (meters)                     COMP
 FK0625  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 FK0625  HORZ ORDER      -  SECOND
 FK0625  ELLP ORDER      -  FIFTH     CLASS I
 FK0625
 FK0625.This mark is at Elk City Airport (ELK)
 FK0625
 FK0625.The horizontal coordinates were established by GPS observations
 FK0625.and adjusted by the National Geodetic Survey in November 1994.
 FK0625
 FK0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0625
 FK0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0625.GEOID18 height accuracy estimate available here.
 FK0625
 FK0625.Click photographs - Photos may exist for this station.
 FK0625
 FK0625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0625
 FK0625.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0625
 FK0625.The ellipsoidal height was determined by GPS observations
 FK0625.and is referenced to NAD 83.
 FK0625
 FK0625. The following values were computed from the NAD 83(1993) position.
 FK0625
 FK0625;                    North         East     Units Scale Factor Converg.
 FK0625;SPC OK S     -   233,724.256   473,362.659   MT  1.00004541   -0 47 29.7
 FK0625;SPC OK S     -   766,810.33  1,553,023.99   sFT  1.00004541   -0 47 29.7
 FK0625;UTM  14      - 3,921,069.656   464,183.945   MT  0.99961581   -0 13 43.5
 FK0625
 FK0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0625!SPC OK S     -   0.99990948  x   1.00004541  =   0.99995489
 FK0625!UTM  14      -   0.99990948  x   0.99961581  =   0.99952533
 FK0625
 FK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME6418321069(NAD 83)
 FK0625
 FK0625                          SUPERSEDED SURVEY CONTROL
 FK0625
 FK0625  NAD 83(1986)-  35 25 56.70614(N)    099 23 40.48876(W) AD(       ) 2
 FK0625  NGVD 29 (11/30/89)  603.9    (m)  RAPSU86  model used  GPS OBS        
 FK0625
 FK0625.Superseded values are not recommended for survey control.
 FK0625
 FK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0625.See file dsdata.pdf to determine how the superseded data were derived.
 FK0625
 FK0625_MARKER: I = METAL ROD
 FK0625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0625_STAMPING: ELKPORT 1989
 FK0625_MARK LOGO: NGS
 FK0625_PROJECTION: FLUSH
 FK0625_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0625+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 FK0625_ROD/PIPE-DEPTH: 3.2 meters
 FK0625_SLEEVE-DEPTH  : 1.0 meters
 FK0625
 FK0625  HISTORY     - Date     Condition        Report By
 FK0625  HISTORY     - 1988     MONUMENTED       NGS
 FK0625  HISTORY     - 19890221 GOOD
 FK0625  HISTORY     - 20070509 GOOD             INDIV
 FK0625
 FK0625                          STATION DESCRIPTION
 FK0625
 FK0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 FK0625'THE STATION IS LOCATED 12.0 KM (7.45 MI) WEST-NORTHWEST OF CANUTE, 2.9
 FK0625'KM (1.80 MI) NORTHEAST OF ELK CITY, AND 2.0 KM (1.25 MI) WEST OF STATE
 FK0625'HIGHWAY 34, AT THE ELK CITY MUNICIPAL AIRPORT, IN THE NORTH END OF THE
 FK0625'NORTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE SINGLE CONCRETE
 FK0625'RUNWAY AND THE PAVED PARALLEL TAXIWAY.  OWNERSHIP--CITY OF ELK CITY,
 FK0625'C/O AIRPORT MANAGER JACK WOMACK, CITY HALL, ELK CITY OK 73644.  PHONE
 FK0625'(405) 225-7871.
 FK0625'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 FK0625'BUSINESS (WEST THIRD STREET) AND STATE HIGHWAY 6 (NORTH MAIN STREET)
 FK0625'IN ELK CITY, GO EASTERLY FOR 1.6 KM (1.00 MI) ON INTERSTATE 40
 FK0625'BUSINESS TO A CROSSOVER IN THE MEDIAN ON THE LEFT.  TURN LEFT AND GO
 FK0625'NORTH FOR 30 METERS ACROSS THE WEST BOUND LANE OF 40 BUSINESS TO A
 FK0625'PAVED T-JUNCTION.  TURN RIGHT AND GO EAST FOR 30 METERS ON THE PAVED
 FK0625'ROAD TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH THEN
 FK0625'NORTHEAST FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO THE
 FK0625'AIRPORT PARKING AREA AND A GAP IN THE FENCE ON THE LEFT.  TURN LEFT
 FK0625'AND GO NORTH THEN EAST FOR 0.1 KM (0.05 MI) THROUGH THE GAP ON A
 FK0625'GRAVEL DRIVE AND ACROSS APRON TO THE PARALLEL TAXIWAY.  TURN LEFT AND
 FK0625'GO NORTH FOR 0.7 KM (0.45 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 FK0625'ON THE RIGHT JUST BEFORE REACHING THE CONNECTING TAXIWAY.
 FK0625'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0625'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.2 METERS IN A GREASE
 FK0625'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0625'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0625'20.0 M (65.6 FT) EAST FROM THE CENTER OF THE PARALLEL TAXIWAY, 17.6 M
 FK0625'(57.7 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, AND 17.3 M (56.8 FT)
 FK0625'SOUTH FROM THE CENTER OF THE CONNECTING TAXIWAY.
 FK0625'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0625
 FK0625                          STATION RECOVERY (1989)
 FK0625
 FK0625'RECOVERED 1989
 FK0625'RECOVERED IN GOOD CONDITION.
 FK0625
 FK0625                          STATION RECOVERY (2007)
 FK0625
 FK0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 FK0625'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0626 ***********************************************************************
 FK0626  DESIGNATION -  ELKPORT AZ MK
 FK0626  PID         -  FK0626
 FK0626  STATE/COUNTY-  OK/BECKHAM
 FK0626  COUNTRY     -  US
 FK0626  USGS QUAD   -  ELK CITY (2018)
 FK0626
 FK0626                         *CURRENT SURVEY CONTROL
 FK0626  ______________________________________________________________________
 FK0626* NAD 83(1993) POSITION- 35 25 31.59894(N) 099 23 41.47643(W)   ADJUSTED
 FK0626* NAD 83(1993) ELLIP HT-   575.095 (meters)        (11/28/94)   ADJUSTED
 FK0626* NAVD 88 ORTHO HEIGHT -   602.5   (meters)     1977.    (feet) VERTCON3
 FK0626  ______________________________________________________________________
 FK0626  GEOID HEIGHT    -        -27.271 (meters)                     GEOID18
 FK0626  NAD 83(1993) X  -   -849,434.831 (meters)                     COMP
 FK0626  NAD 83(1993) Y  - -5,133,881.113 (meters)                     COMP
 FK0626  NAD 83(1993) Z  -  3,676,763.921 (meters)                     COMP
 FK0626  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 FK0626  HORZ ORDER      -  SECOND
 FK0626  ELLP ORDER      -  FIFTH     CLASS I
 FK0626
 FK0626.This mark is at Elk City Airport (ELK)
 FK0626
 FK0626.The horizontal coordinates were established by GPS observations
 FK0626.and adjusted by the National Geodetic Survey in November 1994.
 FK0626
 FK0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0626
 FK0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0626.GEOID18 height accuracy estimate available here.
 FK0626
 FK0626.Click photographs - Photos may exist for this station.
 FK0626
 FK0626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0626
 FK0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0626
 FK0626.The ellipsoidal height was determined by GPS observations
 FK0626.and is referenced to NAD 83.
 FK0626
 FK0626. The following values were computed from the NAD 83(1993) position.
 FK0626
 FK0626;                    North         East     Units Scale Factor Converg.
 FK0626;SPC OK S     -   232,951.033   473,327.367   MT  1.00004362   -0 47 30.3
 FK0626;SPC OK S     -   764,273.51  1,552,908.20   sFT  1.00004362   -0 47 30.3
 FK0626;UTM  14      - 3,920,296.454   464,156.262   MT  0.99961583   -0 13 44.0
 FK0626
 FK0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0626!SPC OK S     -   0.99990974  x   1.00004362  =   0.99995336
 FK0626!UTM  14      -   0.99990974  x   0.99961583  =   0.99952561
 FK0626
 FK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME6415620296(NAD 83)
 FK0626
 FK0626                          SUPERSEDED SURVEY CONTROL
 FK0626
 FK0626  NAD 83(1986)-  35 25 31.60462(N)    099 23 41.46511(W) AD(       ) 2
 FK0626  NGVD 29 (11/30/89)  602.2    (m)  RAPSU86  model used  GPS OBS        
 FK0626
 FK0626.Superseded values are not recommended for survey control.
 FK0626
 FK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0626.See file dsdata.pdf to determine how the superseded data were derived.
 FK0626
 FK0626_MARKER: I = METAL ROD
 FK0626_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0626_STAMPING: ELKPORT AZ MK 1989
 FK0626_MARK LOGO: NGS
 FK0626_PROJECTION: FLUSH
 FK0626_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0626+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 FK0626_ROD/PIPE-DEPTH: 2.9 meters
 FK0626_SLEEVE-DEPTH  : 1.0 meters
 FK0626
 FK0626  HISTORY     - Date     Condition        Report By
 FK0626  HISTORY     - 1989     MONUMENTED       NGS
 FK0626  HISTORY     - 20070509 GOOD             INDIV
 FK0626
 FK0626                          STATION DESCRIPTION
 FK0626
 FK0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0626'THE STATION IS LOCATED 12.0 KM (7.45 MI) WEST-NORTHWEST OF CANUTE, 2.9
 FK0626'KM (1.80 MI) NORTHEAST OF ELK CITY, AND 2.0 KM (1.25 MI) WEST OF STATE
 FK0626'HIGHWAY 34, AT THE ELK CITY MUNICIPAL AIRPORT, IN THE SOUTH END OF THE
 FK0626'SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE SINGLE CONCRETE
 FK0626'RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP--CITY OF ELK CITY, C/O
 FK0626'AIRPORT MANAGER JACK WOMACK, CITY HALL, ELK CITY OK 73644.  PHONE
 FK0626'(405) 225-7871.
 FK0626'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 FK0626'BUSINESS (WEST THIRD STREET) AND STATE HIGHWAY 6 (NORTH MAIN STREET)
 FK0626'IN ELK CITY, GO EASTERLY FOR 1.6 KM (1.00 MI) ON INTERSTATE 40
 FK0626'BUSINESS TO A CROSSOVER IN THE MEDIAN ON THE LEFT.  TURN LEFT AND GO
 FK0626'NORTH FOR 30 METERS ACROSS THE WEST BOUND LANE OF 40 BUSINESS TO A
 FK0626'PAVED T-JUNCTION.  TURN RIGHT AND GO EAST FOR 30 METERS ON THE PAVED
 FK0626'ROAD TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH THEN
 FK0626'NORTHEAST FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO THE
 FK0626'AIRPORT PARKING AREA AND A GAP IN THE FENCE ON THE LEFT.  TURN LEFT
 FK0626'AND GO NORTH THEN EAST FOR 0.1 KM (0.05 MI) THROUGH THE GAP ON A
 FK0626'GRAVEL DRIVE AND ACROSS THE APRON TO A PARALLEL TAXIWAY.  TURN RIGHT
 FK0626'AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE PARALLEL TAXIWAY TO THE
 FK0626'STATION ON THE LEFT JUST BEFORE REACHING THE CONNECTING TAXIWAY.
 FK0626'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0626'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.9 METERS IN A GREASE
 FK0626'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0626'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0626'40.1 M (131.6 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 23.1 M
 FK0626'(75.8 FT) EAST FROM THE EAST EDGE OF THE PARALLEL TAXIWAY, AND 21.3 M
 FK0626'(69.9 FT) NORTH FROM THE NORTH EDGE OF THE CONNECTING TAXIWAY.
 FK0626'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0626
 FK0626                          STATION RECOVERY (2007)
 FK0626
 FK0626'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 FK0626'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0852 ***********************************************************************
 GG0852  DESIGNATION -  ELLIOTT
 GG0852  PID         -  GG0852
 GG0852  STATE/COUNTY-  OK/NOWATA
 GG0852  COUNTRY     -  US
 GG0852  USGS QUAD   -  SOUTH COFFEYVILLE (2019)
 GG0852
 GG0852                         *CURRENT SURVEY CONTROL
 GG0852  ______________________________________________________________________
 GG0852* NAD 83(1997) POSITION- 36 55 07.12730(N) 095 36 42.00918(W)   ADJUSTED
 GG0852* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 GG0852  ______________________________________________________________________
 GG0852  GEOID HEIGHT    -        -29.611 (meters)                     GEOID18
 GG0852  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 GG0852  HORZ ORDER      -  SECOND
 GG0852
 GG0852.The horizontal coordinates were established by classical geodetic methods
 GG0852.and adjusted by the National Geodetic Survey in October 1998.
 GG0852
 GG0852.The orthometric height was scaled from a topographic map.
 GG0852
 GG0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0852.GEOID18 height accuracy estimate available here.
 GG0852
 GG0852.Click photographs - Photos may exist for this station.
 GG0852
 GG0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0852
 GG0852. The following values were computed from the NAD 83(1997) position.
 GG0852
 GG0852;                    North         East     Units Scale Factor Converg.
 GG0852;SPC OK N     -   215,506.928   812,800.778   MT  1.00003126   +1 24 34.1
 GG0852;SPC OK N     -   707,042.31  2,666,663.89   sFT  1.00003126   +1 24 34.1
 GG0852;UTM  15      - 4,089,033.854   267,353.982   MT  1.00026682   -1 34 10.1
 GG0852
 GG0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0852!SPC OK N     -   0.99996806  x   1.00003126  =   0.99999932
 GG0852!UTM  15      -   0.99996806  x   1.00026682  =   1.00023487
 GG0852
 GG0852:                Primary Azimuth Mark                     Grid Az
 GG0852:SPC OK N     -  ELLIOTT AZ MK                            179 43 26.8
 GG0852:UTM  15      -  ELLIOTT AZ MK                            182 42 11.0
 GG0852
 GG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6735389033(NAD 83)
 GG0852
 GG0852|---------------------------------------------------------------------|
 GG0852| PID    Reference Object                     Distance      Geod. Az  |
 GG0852|                                                           dddmmss.s |
 GG0852| CI0817 ELLIOTT AZ MK                                      1810800.9 |
 GG0852| CI0819 ELLIOTT RM 2                         13.804 METERS 27340     |
 GG0852| CI0818 ELLIOTT RM 1                         11.763 METERS 35948     |
 GG0852|---------------------------------------------------------------------|
 GG0852
 GG0852                          SUPERSEDED SURVEY CONTROL
 GG0852
 GG0852  NAD 83(1993)-  36 55 07.13026(N)    095 36 42.00965(W) AD(       ) 2
 GG0852  NAD 83(1986)-  36 55 07.14588(N)    095 36 41.98978(W) AD(       ) 2
 GG0852  NAD 27      -  36 55 06.84510(N)    095 36 41.06840(W) AD(       ) 2
 GG0852
 GG0852.Superseded values are not recommended for survey control.
 GG0852
 GG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0852.See file dsdata.pdf to determine how the superseded data were derived.
 GG0852
 GG0852_MARKER: DS = TRIANGULATION STATION DISK
 GG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0852_STAMPING: ELLIOTT 1958
 GG0852_MARK LOGO: CGS
 GG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0852+STABILITY: SURFACE MOTION
 GG0852
 GG0852  HISTORY     - Date     Condition        Report By
 GG0852  HISTORY     - 1958     MONUMENTED       CGS
 GG0852
 GG0852                          STATION DESCRIPTION
 GG0852
 GG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0852'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF COFFEEVILLE
 GG0852'ALONG ROAD RIGHT-OF-WAY, 69 FEET NORTHWEST OF TIN BUILDING,
 GG0852'16 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 5 FEET NORTHWEST
 GG0852'OF WITNESS POST AND IS IN THE CENTER OF AN IRON FENCE CORNER.
 GG0852'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 GG0852'AND IS STAMPED ELLIOTT 1958.
 GG0852'
 GG0852'REFERENCE MARK NO. 1 IS 16 FEET EAST OF THE CENTER OF A
 GG0852'GRAVELED ROAD AND 1 FOOT SOUTH OF A POWERLINE POLE.  THE
 GG0852'MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GG0852'IS STAMPED ELLIOTT NO 1 1958.
 GG0852'
 GG0852'REFERENCE MARK NO. 2 IS 24 FEET WEST OF CENTER OF THE GRAVELED
 GG0852'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 GG0852'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GG0852'STAMPED ELLIOTT NO 2 1958.
 GG0852'
 GG0852'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF A GRAVELED
 GG0852'ROAD, 2 FEET NORTH OF A WITNESS POST AND IS SET IN THE NORTH-SOUTH
 GG0852'FENCE LINE.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 GG0852'OF THE GROUND AND IS STAMPED ELLIOTT 1958.
 GG0852'
 GG0852'TO REACH FROM THE RAILROAD STATION IN COFFEEVILLE, GO WEST
 GG0852'ONE BLOCK TO U.S. HIGHWAY NO. 169 TURN LEFT AND GO SOUTH
 GG0852'FOR 2.5 MILES TO THE KANSAS-OKLAHOMA STATE LINE, CONTINUE
 GG0852'SOUTH ON HIGHWAY NO. 169 FOR 5.7 MILES TO A CROSSROAD AND
 GG0852'SIGN WANN, ON THE RIGHT, TURN LEFT AND GO EAST FOR 1.3 MILES
 GG0852'TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.1 MILE TO STATION
 GG0852'ON RIGHT AS DESCRIBED.
 GG0852'
 GG0852'TO REACH AZIMUTH MARK FROM STATION GO SOUTH FOR 0.1 MILE TO
 GG0852'A CROSSROAD, CONTINUE SOUTH FOR 0.25 MILE TO AZIMUTH MARK
 GG0852'ON RIGHT AS DESCRIBED.
 GG0852'
 GG0852'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0978 ***********************************************************************
 FJ0978  DESIGNATION -  ELM
 FJ0978  PID         -  FJ0978
 FJ0978  STATE/COUNTY-  OK/CLEVELAND
 FJ0978  COUNTRY     -  US
 FJ0978  USGS QUAD   -  MOORE (2018)
 FJ0978
 FJ0978                         *CURRENT SURVEY CONTROL
 FJ0978  ______________________________________________________________________
 FJ0978* NAD 83(1993) POSITION- 35 22 24.29908(N) 097 23 18.19952(W)   ADJUSTED
 FJ0978* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 FJ0978  ______________________________________________________________________
 FJ0978  GEOID HEIGHT    -        -26.834 (meters)                     GEOID18
 FJ0978  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 FJ0978  HORZ ORDER      -  THIRD
 FJ0978
 FJ0978.The horizontal coordinates were established by classical geodetic methods
 FJ0978.and adjusted by the National Geodetic Survey in November 1994.
 FJ0978
 FJ0978.The orthometric height was scaled from a topographic map.
 FJ0978
 FJ0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0978.GEOID18 height accuracy estimate available here.
 FJ0978
 FJ0978.Click photographs - Photos may exist for this station.
 FJ0978
 FJ0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0978
 FJ0978. The following values were computed from the NAD 83(1993) position.
 FJ0978
 FJ0978;                    North         East     Units Scale Factor Converg.
 FJ0978;SPC OK S     -   226,471.603   655,579.404   MT  1.00003069   +0 20 49.8
 FJ0978;SPC OK S     -   743,015.58  2,150,846.76   sFT  1.00003069   +0 20 49.8
 FJ0978;UTM  14      - 3,915,646.907   646,397.392   MT  0.99986412   +0 55 59.3
 FJ0978
 FJ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0978!SPC OK S     -   0.99994440  x   1.00003069  =   0.99997509
 FJ0978!UTM  14      -   0.99994440  x   0.99986412  =   0.99980853
 FJ0978
 FJ0978:                Primary Azimuth Mark                     Grid Az
 FJ0978:SPC OK S     -  ELM AZ MK                                001 21 35.7
 FJ0978:UTM  14      -  ELM AZ MK                                000 46 26.2
 FJ0978
 FJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4639715646(NAD 83)
 FJ0978
 FJ0978|---------------------------------------------------------------------|
 FJ0978| PID    Reference Object                     Distance      Geod. Az  |
 FJ0978|                                                           dddmmss.s |
 FJ0978| CL5142 ELM AZ MK                                          0014225.5 |
 FJ0978| CL5144 ELM RM 2                             19.291 METERS 10238     |
 FJ0978| FJ0979 MOORE RAD STA KTOK MAST             APPROX. 7.0 KM 2560956.8 |
 FJ0978| CL5143 ELM RM 1                             10.639 METERS 35928     |
 FJ0978|---------------------------------------------------------------------|
 FJ0978
 FJ0978                          SUPERSEDED SURVEY CONTROL
 FJ0978
 FJ0978  NAD 83(1986)-  35 22 24.30518(N)    097 23 18.18224(W) AD(       ) 3
 FJ0978  NAD 27      -  35 22 24.07442(N)    097 23 17.06001(W) AD(       ) 3
 FJ0978
 FJ0978.Superseded values are not recommended for survey control.
 FJ0978
 FJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0978.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0978
 FJ0978_MARKER: DS = TRIANGULATION STATION DISK
 FJ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0978_STAMPING: ELM 1957
 FJ0978_MARK LOGO: CGS
 FJ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0978+STABILITY: SURFACE MOTION
 FJ0978
 FJ0978  HISTORY     - Date     Condition        Report By
 FJ0978  HISTORY     - 1957     MONUMENTED       CGS
 FJ0978  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0978
 FJ0978                          STATION DESCRIPTION
 FJ0978
 FJ0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0978'STATION IS ON A LOW BARE RIDGE, ABOUT 6 MILES NORTHEAST
 FJ0978'OF MOORE, ABOUT 5 MILES SOUTH OF MIDWEST CITY, ON THE ROAD
 FJ0978'RIGHT-OF-WAY, IN THE NORTHEAST 1/4 OF SECTION 3, T 10 N, R 2 W.
 FJ0978'
 FJ0978'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND MAIN STREET
 FJ0978'IN NORMAN BY GOING NORTH ON HIGHWAY 77 FOR 0.75 MILE TO
 FJ0978'WHERE HIGHWAY 77 TURNS WEST, AND STATE HIGHWAY 77H BEGINS
 FJ0978'NORTH, CONTINUE NORTH ON HIGHWAY 77H FOR 8.85 MILES TO CROSSROADS,
 FJ0978'JUST AFTER PASSING A STORE ON THE LEFT, TURN RIGHT, EAST,
 FJ0978'FOR 3 MILES TO CROSSROADS, TURN LEFT, NORTH, FOR 0.75 MILE
 FJ0978'TO TOP OF RIDGE AND STATION ON THE LEFT.
 FJ0978'
 FJ0978'STATION MARKS ARE STANDARD DISKS, STAMPED ELM 1957.  THE
 FJ0978'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ0978'POST PROJECTING 2 INCHES.  IT IS 28 FEET WEST OF THE CENTER
 FJ0978'OF A GRADED ROAD, 17 FEET NORTHEAST OF A TRIANGLE BLAZE
 FJ0978'ON THE EAST SIDE OF A POWERLINE POLE AND 2 FEET EAST OF A
 FJ0978'RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 4 FEET SOUTH-SOUTHWEST
 FJ0978'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 FJ0978'MASS OF CONCRETE 33 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0978'
 FJ0978'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELM NO 1 1957,
 FJ0978'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0978'4 INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE ROAD,
 FJ0978'52 FEET NORTH OF THE TRIANGLE BLAZE ON THE POWERLINE POLE
 FJ0978'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 FJ0978'
 FJ0978'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELM NO 2 1957,
 FJ0978'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0978'4 INCHES.  IT IS 69 FEET EAST OF THE TRIANGLE BLAZE ON
 FJ0978'THE POWERLINE POLE, 36 FEET EAST OF THE CENTER OF THE ROAD
 FJ0978'AND 1 FOOT WEST OF A ROAD RIGHT-OF-WAY FENCE.
 FJ0978'
 FJ0978'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELM 1957, SET IN
 FJ0978'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 FJ0978'INCHES.  IT IS 29 FEET EAST OF THE CENTER OF A GRADED ROAD,
 FJ0978'7 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A ROAD
 FJ0978'RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1 FOOT NORTH OF
 FJ0978'THE MARK.
 FJ0978'
 FJ0978'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRADED
 FJ0978'ROAD FOR 0.45 MILE TO MARK ON THE RIGHT.
 FJ0978
 FJ0978                          STATION RECOVERY (1988)
 FJ0978
 FJ0978'RECOVERY NOTE BY US POWER SQUADRON 1988 (KM)
 FJ0978'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0858 ***********************************************************************
 EL0858  DESIGNATION -  ELMORE
 EL0858  PID         -  EL0858
 EL0858  STATE/COUNTY-  OK/GARVIN
 EL0858  COUNTRY     -  US
 EL0858  USGS QUAD   -  ELMORE CITY NE (2018)
 EL0858
 EL0858                         *CURRENT SURVEY CONTROL
 EL0858  ______________________________________________________________________
 EL0858* NAD 83(1993) POSITION- 34 37 31.72197(N) 097 21 49.79819(W)   ADJUSTED
 EL0858* NAVD 88 ORTHO HEIGHT -   334.    (meters)     1096.    (feet) SCALED
 EL0858  ______________________________________________________________________
 EL0858  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 EL0858  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 EL0858  HORZ ORDER      -  THIRD
 EL0858
 EL0858.The horizontal coordinates were established by classical geodetic methods
 EL0858.and adjusted by the National Geodetic Survey in November 1994.
 EL0858
 EL0858.The orthometric height was scaled from a topographic map.
 EL0858
 EL0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0858.GEOID18 height accuracy estimate available here.
 EL0858
 EL0858.Click photographs - Photos may exist for this station.
 EL0858
 EL0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0858
 EL0858. The following values were computed from the NAD 83(1993) position.
 EL0858
 EL0858;                    North         East     Units Scale Factor Converg.
 EL0858;SPC OK S     -   143,512.919   658,333.794   MT  0.99993620   +0 21 40.0
 EL0858;SPC OK S     -   470,841.97  2,159,883.46   sFT  0.99993620   +0 21 40.0
 EL0858;UTM  14      - 3,832,728.366   649,987.327   MT  0.99987728   +0 55 47.5
 EL0858
 EL0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0858!SPC OK S     -   0.99995154  x   0.99993620  =   0.99988774
 EL0858!UTM  14      -   0.99995154  x   0.99987728  =   0.99982882
 EL0858
 EL0858:                Primary Azimuth Mark                     Grid Az
 EL0858:SPC OK S     -  ELMORE AZ MK                             255 57 35.3
 EL0858:UTM  14      -  ELMORE AZ MK                             255 23 27.8
 EL0858
 EL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4998732728(NAD 83)
 EL0858
 EL0858|---------------------------------------------------------------------|
 EL0858| PID    Reference Object                     Distance      Geod. Az  |
 EL0858|                                                           dddmmss.s |
 EL0858| CY1744 ELMORE RM 1                          37.492 METERS 19400     |
 EL0858| CY1743 ELMORE AZ MK                                       2561915.3 |
 EL0858| CY1745 ELMORE RM 2                          15.798 METERS 28938     |
 EL0858| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.13.6 KM 2932150.5 |
 EL0858|---------------------------------------------------------------------|
 EL0858
 EL0858                          SUPERSEDED SURVEY CONTROL
 EL0858
 EL0858  NAD 83(1986)-  34 37 31.72700(N)    097 21 49.78583(W) AD(       ) 3
 EL0858  NAD 27      -  34 37 31.42890(N)    097 21 48.69180(W) AD(       ) 3
 EL0858
 EL0858.Superseded values are not recommended for survey control.
 EL0858
 EL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0858.See file dsdata.pdf to determine how the superseded data were derived.
 EL0858
 EL0858_MARKER: DS = TRIANGULATION STATION DISK
 EL0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0858_STAMPING: ELMORE 1954
 EL0858_MARK LOGO: CGS
 EL0858_PROJECTION: FLUSH
 EL0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0858+STABILITY: SURFACE MOTION
 EL0858
 EL0858  HISTORY     - Date     Condition        Report By
 EL0858  HISTORY     - 1954     MONUMENTED       CGS
 EL0858
 EL0858                          STATION DESCRIPTION
 EL0858
 EL0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0858'THE STATION IS ON THE SUMMIT OF A BARE, PROMINENT HILL ABOUT 2 MILES
 EL0858'EAST OF ELMORE CITY.  IT IS IN A LARGE PASTURE ON LAND OWNED BY MR. MC
 EL0858'KEE OF ELMORE CITY, 141 FEET NORTH OF THE CENTER OF A WELL AND
 EL0858'WINDMILL AND 72 FEET SOUTH OF THE CENTER OF A GRADED ROAD LEADING TO
 EL0858'THE SUMMIT OF THE HILL.  IT IS SET FLUSH WITH THE SURFACE OF THE
 EL0858'GROUND AND THE DISK IS STAMPED ELMORE 1954.
 EL0858'
 EL0858'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION, 64
 EL0858'FEET WEST OF THE CENTER OF A WELL AND WINDMILL, 43 FEET WEST OF THE
 EL0858'NORTHEAST CORNER OF A CORRAL, 41 FEET EAST OF THE NORTHWEST CORNER OF
 EL0858'A CORRAL AND 1 FOOT NORTH OF THE CORRAL FENCE.  IT IS SET FLUSH WITH
 EL0858'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ELMORE NO 1 1954.
 EL0858'
 EL0858'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE CENTER OF A GRADED ROAD
 EL0858'LEADING TO THE SUMMIT OF THE HILL, IS SET FLUSH WITH THE SURFACE OF
 EL0858'THE GROUND AND THE DISK IS STAMPED ELMORE NO 2 1954.
 EL0858'
 EL0858'THE DISTANCE BETWEEN REFERENCE MARK NO. I AND REFERENCE MARK NO. 2 IS
 EL0858'138.1 FEET.
 EL0858'
 EL0858'THE AZIMUTH MARK IS ACROSS THE ROAD FROM A GROUP OF FARM BUILDINGS, 36
 EL0858'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 33 FEET WEST OF THE
 EL0858'CENTER OF AN OIL FIELD ROAD, AND 2 FEET NORTH OF A WITNESS POST AND 2
 EL0858'FEET EAST OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND THE DISK IS
 EL0858'STAMPED ELMORE 1954.
 EL0858'
 EL0858'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 EL0858'STATE ROUTE NO. 29 AND THE MAIN STREET IN ELMORE CITY TWO BLOCKS NORTH
 EL0858'OF THE POST OFFICE, GO EASTERLY ON STATE ROUTE NO. 29 FOR 0.8 MILE TO
 EL0858'WHERE THE HIGHWAY BEARS TO THE LEFT AND A GRAVELED ROAD CONTINUES
 EL0858'STRAIGHT AHEAD.  HERE CONTINUE EAST ON A GRAVELED ROAD FOR 0.3 MILE TO
 EL0858'A GROUP OF FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK ON THE
 EL0858'LEFT AS DESCRIBED.  CONTINUE EAST ON A GRAVELED ROAD FOR 0.55 MILE TO
 EL0858'A T ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.15 MILE
 EL0858'TO A CATTLE GUARD ON THE RIGHT LEADING INTO A PASTURE.  TURN RIGHT AND
 EL0858'GO EAST ON A GRADED ROAD LEADING TO THE SUMMIT OF THE HILL FOR 0.1
 EL0858'MILE AND THE STATION ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0728 ***********************************************************************
 EM0728  DESIGNATION -  EMERSON
 EM0728  PID         -  EM0728
 EM0728  STATE/COUNTY-  OK/COTTON
 EM0728  COUNTRY     -  US
 EM0728  USGS QUAD   -  WHITES LAKE (2018)
 EM0728
 EM0728                         *CURRENT SURVEY CONTROL
 EM0728  ______________________________________________________________________
 EM0728* NAD 83(1993) POSITION- 34 20 53.21080(N) 098 30 17.00997(W)   ADJUSTED
 EM0728* NAVD 88 ORTHO HEIGHT -   339.3   (meters)     1113.    (feet) VERTCON3
 EM0728  ______________________________________________________________________
 EM0728  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 EM0728  LAPLACE CORR    -          6.57  (seconds)                    DEFLEC18
 EM0728  HORZ ORDER      -  SECOND
 EM0728
 EM0728.The horizontal coordinates were established by classical geodetic methods
 EM0728.and adjusted by the National Geodetic Survey in November 1994.
 EM0728
 EM0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0728
 EM0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0728.GEOID18 height accuracy estimate available here.
 EM0728
 EM0728.Click photographs - Photos may exist for this station.
 EM0728
 EM0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0728
 EM0728. The following values were computed from the NAD 83(1993) position.
 EM0728
 EM0728;                    North         East     Units Scale Factor Converg.
 EM0728;SPC OK S     -   112,678.739   553,564.937   MT  0.99994438   -0 17 11.4
 EM0728;SPC OK S     -   369,680.16  1,816,154.30   sFT  0.99994438   -0 17 11.4
 EM0728;UTM  14      - 3,800,866.357   545,550.362   MT  0.99962557   +0 16 46.0
 EM0728
 EM0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0728!SPC OK S     -   0.99995085  x   0.99994438  =   0.99989524
 EM0728!UTM  14      -   0.99995085  x   0.99962557  =   0.99957644
 EM0728
 EM0728:                Primary Azimuth Mark                     Grid Az
 EM0728:SPC OK S     -  E 153                                    359 08 13.2
 EM0728:UTM  14      -  E 153                                    358 34 15.8
 EM0728
 EM0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4555000866(NAD 83)
 EM0728
 EM0728|---------------------------------------------------------------------|
 EM0728| PID    Reference Object                     Distance      Geod. Az  |
 EM0728|                                                           dddmmss.s |
 EM0728| CX7165 EMERSON RM 1                         27.753 METERS 12149     |
 EM0728| CX7166 EMERSON RM 2                         39.206 METERS 24856     |
 EM0728| EM0132 E 153                                              3585101.8 |
 EM0728|---------------------------------------------------------------------|
 EM0728
 EM0728                          SUPERSEDED SURVEY CONTROL
 EM0728
 EM0728  NAD 83(1986)-  34 20 53.21481(N)    098 30 16.99440(W) AD(       ) 2
 EM0728  NAD 27      -  34 20 52.90700(N)    098 30 15.78900(W) AD(       ) 2
 EM0728  NGVD 29 (07/19/86)  339.2    (m)         1113.     (f) VERT ANG       
 EM0728
 EM0728.Superseded values are not recommended for survey control.
 EM0728
 EM0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0728.See file dsdata.pdf to determine how the superseded data were derived.
 EM0728
 EM0728_MARKER: DS = TRIANGULATION STATION DISK
 EM0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0728_STAMPING: EMERSON 1948
 EM0728_MARK LOGO: CGS
 EM0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0728+STABILITY: SURFACE MOTION
 EM0728
 EM0728  HISTORY     - Date     Condition        Report By
 EM0728  HISTORY     - 1948     MONUMENTED       CGS
 EM0728  HISTORY     - 1961     SEE DESCRIPTION  USGS
 EM0728  HISTORY     - 1963     POOR             CGS
 EM0728  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EM0728  HISTORY     - 19880927 MARK NOT FOUND   OKDOT
 EM0728
 EM0728                          STATION DESCRIPTION
 EM0728
 EM0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0728'THE STATION IS LOCATED ABOUT 11.0 MILES WEST AND 0.75 MILE
 EM0728'SOUTH OF WALTERS AND 10.0 MILES SOUTHEAST OF CHATTANOOGA IN
 EM0728'THE NORTHEAST ANGLE OF EAST-WEST AND NORTH-SOUTH CROSSROADS
 EM0728'AND ON THE ROAD RIGHT-OF-WAY.  IT IS 60 FEET EAST OF FENCE
 EM0728'CORNER, 87 FEET EAST OF CROSSROADS, 23 FEET NORTH OF EAST-WEST
 EM0728'ROAD, 9 FEET SOUTH OF WITNESS POST AND 9 FEET SOUTH OF EAST-WEST
 EM0728'FENCE LINE.  IT IS STAMPED EMERSON 1948 AND PROJECTS 6 INCHES.
 EM0728'
 EM0728'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 25 FEET
 EM0728'SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH
 EM0728'OF FENCE LINE.  IT IS STAMPED EMERSON NO 1 1948 AND PROJECTS
 EM0728'5 INCHES.
 EM0728'
 EM0728'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 42 FEET
 EM0728'SOUTHWEST OF THE CENTER OF THE CROSSROADS AND 1 FOOT NORTHEAST
 EM0728'OF FENCE CORNER.  IT IS STAMPED EMERSON NO 1 1948 AND PROJECTS
 EM0728'6 INCHES.
 EM0728'
 EM0728'THE U.S.C. AND G.S. BENCH MARK E 153 WAS USED AS THE AZIMUTH
 EM0728'MARK.  IT IS 1.0 MILE NORTH OF THE STATION, SET IN THE CONCRETE
 EM0728'HEADWALL OF THE CONCRETE CULVERT, 55 FEET SOUTH OF THE CENTER
 EM0728'OF STATE ROUTE NO 5 AND IN THE SOUTH END OF THE WEST HEADWALL
 EM0728'OF THE CULVERT.  IT IS STAMPED E 153, 1934 AND SET FLUSH WITH
 EM0728'THE CONCRETE SURFACE.
 EM0728'
 EM0728'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 EM0728'277 AND STATE ROUTE NO 5 ABOUT 5.25 MILES WEST OF WALTERS,
 EM0728'GO WEST ON COMBINED ROUTES 5 AND U.S. 277 FOR 3.0 MILES TO
 EM0728'JUNCTION WHERE U.S. HIGHWAY 277 TURN SOUTH, CONTINUE
 EM0728'STRAIGHT AHEAD ON STATE ROUTE NO 5 FOR 3.1 MILES TO
 EM0728'CROSSROADS AND U.S.C. AND G.S. BENCH MARK E 153 ON THE SOUTH
 EM0728'SIDE OF ROAD AS DESCRIBED, TURN LEFT AND GO SOUTH ON DIRT
 EM0728'ROAD FOR 1.0 MILE TO CROSSROADS, TURN LEFT FOR ABOUT 80 FEET
 EM0728'TO THE STATION ON THE NORTH SIDE AS DESCRIBED.
 EM0728'
 EM0728'A 74 FOOT SIGNAL AT STATION HOLLIDAY IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION CROSBY IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'AN 87 FOOT SIGNAL AT STATION WALTERS IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION TEMPLE IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 47 FOOT SIGNAL AT STATION LEE 2 IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION TILL IS VISIBLE FROM THE GROUND.
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION FAXON IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 47 FOOT SIGNAL AT STATION LOVELAND IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION COTTON IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION COOKIE IS VISIBLE AT 20 FEET
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION GAMMIL 2 IS VISIBLE AT THE GROUND
 EM0728'
 EM0728'A 4 FOOT SIGNAL AT STATION DEVOL IS VISIBLE FROM THE GROUND
 EM0728'
 EM0728'A 74 FOOT SIGNAL AT STATION GRANDFIELD ECC 1923 IS VISIBLE
 EM0728'FROM THE GROUND
 EM0728'
 EM0728'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 EM0728
 EM0728                          STATION RECOVERY (1961)
 EM0728
 EM0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM0728'STATION SURFACE WAS FOUND LYING ON GROUND.  UNDERGROUND
 EM0728'MARK IS O.K.
 EM0728
 EM0728                          STATION RECOVERY (1963)
 EM0728
 EM0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0728'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION EXCEPT
 EM0728'THE SURFACE STATION MARK, IT HAS BEEN HIT AND KNOCKED OUT
 EM0728'OF POSITION, UNGROUND STATION MARK FOUND IN GOOD CONDITION.
 EM0728'THE STATION IS NEAR THE SW CORNER OF THE SW 1/4 OF SEC. 30,
 EM0728'T. 2 S., R. 12 W.
 EM0728'
 EM0728'STATION IS 90.0 FEET EAST FROM THE CENTER OF THE NORTH-SOUTH
 EM0728'SECTION LINE ROAD AND 21.0 FEET NORTH FROM THE CENTER OF THE
 EM0728'EAST-WEST SECTION LINE ROAD, 60.5 FEET EAST OF CORNER FENCE
 EM0728'POST AND GATE INTO FIELD AND 8.0 FEET SOUTH OF THE EAST-WEST
 EM0728'FENCE LINE.  THE MARK IS 2 FEET BELOW GROUND SURFACE.
 EM0728'
 EM0728'R.M. NO. 1 IS 27.0 FEET SOUTH FROM THE CENTER OF THE EAST-WEST
 EM0728'SECTION LINE ROAD AND 6 INCHES NORTH OF THE RIGHT-OF-WAY
 EM0728'FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 EM0728'
 EM0728'R.M. NO. 2 IS IN THE SW ANGLE OF THE CROSSROADS, 29.0 FEET
 EM0728'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 27.0 FEET SOUTH
 EM0728'FROM THE CENTER OF THE EAST-WEST ROAD, ABOUT 18 INCHES NORTH
 EM0728'OF A CORNER FENCE POST AND GATE.  THE MARK PROJECTS 3 INCHES.
 EM0728'
 EM0728'AZIMUTH MARK IS IN BRIDGE AS DESCRIBED 1.0 MILE NORTH OF THE
 EM0728'STATION.
 EM0728'
 EM0728'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0728
 EM0728                          STATION RECOVERY (1986)
 EM0728
 EM0728'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0728'MARK NOT FOUND.
 EM0728
 EM0728                          STATION RECOVERY (1988)
 EM0728
 EM0728'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (LGW)
 EM0728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0768 ***********************************************************************
 EL0768  DESIGNATION -  EMET
 EL0768  PID         -  EL0768
 EL0768  STATE/COUNTY-  OK/JOHNSTON
 EL0768  COUNTRY     -  US
 EL0768  USGS QUAD   -  MILBURN (2018)
 EL0768
 EL0768                         *CURRENT SURVEY CONTROL
 EL0768  ______________________________________________________________________
 EL0768* NAD 83(1993) POSITION- 34 12 31.42185(N) 096 33 37.67490(W)   ADJUSTED
 EL0768* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 EL0768  ______________________________________________________________________
 EL0768  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 EL0768  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 EL0768  HORZ ORDER      -  SECOND
 EL0768
 EL0768.The horizontal coordinates were established by classical geodetic methods
 EL0768.and adjusted by the National Geodetic Survey in November 1994.
 EL0768
 EL0768.The orthometric height was scaled from a topographic map.
 EL0768
 EL0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0768.GEOID18 height accuracy estimate available here.
 EL0768
 EL0768.Click photographs - Photos may exist for this station.
 EL0768
 EL0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0768
 EL0768. The following values were computed from the NAD 83(1993) position.
 EL0768
 EL0768;                    North         East     Units Scale Factor Converg.
 EL0768;SPC OK S     -    98,047.625   732,654.780   MT  0.99995728   +0 49 01.6
 EL0768;SPC OK S     -   321,677.92  2,403,718.22   sFT  0.99995728   +0 49 01.6
 EL0768;UTM  14      - 3,787,990.822   724,758.405   MT  1.00022274   +1 22 19.6
 EL0768
 EL0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0768!SPC OK S     -   0.99996465  x   0.99995728  =   0.99992193
 EL0768!UTM  14      -   0.99996465  x   1.00022274  =   1.00018738
 EL0768
 EL0768:                Primary Azimuth Mark                     Grid Az
 EL0768:SPC OK S     -  EMET AZ MK                               090 22 29.4
 EL0768:UTM  14      -  EMET AZ MK                               089 49 11.4
 EL0768
 EL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2475887990(NAD 83)
 EL0768
 EL0768|---------------------------------------------------------------------|
 EL0768| PID    Reference Object                     Distance      Geod. Az  |
 EL0768|                                                           dddmmss.s |
 EL0768| CY1749 EMET AZ MK                                         0911131.0 |
 EL0768| CY1750 EMET RM 1                            21.194 METERS 12902     |
 EL0768| CY1751 EMET RM 2                            13.204 METERS 19801     |
 EL0768| EL0777 MADILL EAST MUNICIPAL TANK          APPROX.23.4 KM 2363615.6 |
 EL0768| EL0776 MADILL WEST MUNICIPAL TANK          APPROX.24.7 KM 2372622.4 |
 EL0768| EL0772 TISHOMINGO MURRAY SCH AGRI TK       APPROX.11.1 KM 2782617.3 |
 EL0768|---------------------------------------------------------------------|
 EL0768
 EL0768                          SUPERSEDED SURVEY CONTROL
 EL0768
 EL0768  NAD 83(1986)-  34 12 31.42789(N)    096 33 37.66662(W) AD(       ) 2
 EL0768  NAD 27      -  34 12 31.08470(N)    096 33 36.67090(W) AD(       ) 2
 EL0768
 EL0768.Superseded values are not recommended for survey control.
 EL0768
 EL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0768.See file dsdata.pdf to determine how the superseded data were derived.
 EL0768
 EL0768_MARKER: DS = TRIANGULATION STATION DISK
 EL0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0768_STAMPING: EMET 1955
 EL0768_MARK LOGO: CGS
 EL0768_PROJECTION: PROJECTING 15 CENTIMETERS
 EL0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0768+STABILITY: SURFACE MOTION
 EL0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0768+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2017
 EL0768
 EL0768  HISTORY     - Date     Condition        Report By
 EL0768  HISTORY     - 1955     MONUMENTED       CGS
 EL0768  HISTORY     - 1976     GOOD             OKDH
 EL0768  HISTORY     - 20080826 GOOD             NGS
 EL0768  HISTORY     - 20170208 GOOD             GRWAS
 EL0768
 EL0768                          STATION DESCRIPTION
 EL0768
 EL0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0768'THE STATION IS LOCATED ABOUT 6.0 MILES EAST-SOUTHEAST OF
 EL0768'TISHOMINGO, 2.0 MILES SOUTH OF MILBURN AND 1.0 MILE NORTHWEST
 EL0768'OF THE SMALL COMMUNITY OF EMET ON THE TOP OF A PROMINENT
 EL0768'TIMBER COVERED RIDGE, 25 FEET NORTH OF THE CENTER OF A DIRT
 EL0768'ROAD, 9 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN
 EL0768'EAST-WEST FENCE LINE.  IT IS STAMPED EMET 1955 AND PROJECTS
 EL0768'4 INCHES.
 EL0768'
 EL0768'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET SOUTH
 EL0768'OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF AN EAST-WEST
 EL0768'FENCE LINE.  IT IS STAMPED EMET NO 1 1955 AND PROJECTS 4
 EL0768'INCHES.
 EL0768'
 EL0768'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET SOUTH
 EL0768'OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF AN EAST-WEST
 EL0768'FENCE LINE.  IT IS STAMPED EMET NO 2 1955 AND PROJECTS 4
 EL0768'INCHES.
 EL0768'
 EL0768'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.4 FEET.
 EL0768'
 EL0768'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 15 FEET SOUTH
 EL0768'OF THE CENTER OF THE ROAD, 3 FEET WEST OF THE WEST END OF A
 EL0768'WIRE GATE, 2 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF
 EL0768'AN EAST-WEST FENCE LINE.  IT IS STAMPED EMET 1955 AND PROJECTS 6
 EL0768'INCHES.
 EL0768'
 EL0768'TO REACH THE STATION FROM THE POST OFFICE IN MILBURN, GO
 EL0768'EAST AND SOUTH ON STATE HIGHWAY 78 FOR 2.5 MILES TO A T ROAD
 EL0768'RIGHT, TURN RIGHT AND GO WEST ON DIRT ROAD FOR 0.5 MILE TO A
 EL0768'WIRE GATE ON THE LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE
 EL0768'WEST FOR 0.55 MILE TO THE TOP OF RIDGE AND STATION ON RIGHT
 EL0768'AS DESCRIBED.
 EL0768'
 EL0768'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EL0768
 EL0768                          STATION RECOVERY (1976)
 EL0768
 EL0768'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EL0768'STATION IN FAIR CONDITION.
 EL0768'
 EL0768'AZ. MARK IN GOOD CONDITION.
 EL0768'
 EL0768'REF. MARKS IN GOOD CONDITION.
 EL0768'
 EL0768'THIS MONUMENT IS IN THE FRONT YARD TO RESIDENT.
 EL0768'
 EL0768'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE WEST, 2.0 MILES
 EL0768'SOUTH AND 0.5 EAST OF MILBURN, OKLA.
 EL0768
 EL0768                          STATION RECOVERY (2008)
 EL0768
 EL0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (ADR)
 EL0768'RECOVERED IN GOOD CONDITION.
 EL0768
 EL0768                          STATION RECOVERY (2017)
 EL0768
 EL0768'RECOVERY NOTE BY GRW AERIAL SURVEY 2017 (JBZ)
 EL0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0586 ***********************************************************************
 FK0586  DESIGNATION -  EMIL
 FK0586  PID         -  FK0586
 FK0586  STATE/COUNTY-  OK/KIOWA
 FK0586  COUNTRY     -  US
 FK0586  USGS QUAD   -  CAMBRIDGE (2018)
 FK0586
 FK0586                         *CURRENT SURVEY CONTROL
 FK0586  ______________________________________________________________________
 FK0586* NAD 83(1993) POSITION- 35 01 36.91942(N) 099 13 10.22248(W)   ADJUSTED
 FK0586* NAD 83(1993) ELLIP HT-   486.327 (meters)        (11/28/94)   ADJUSTED
 FK0586* NAVD 88 ORTHO HEIGHT -   512.4   (meters)     1681.    (feet) VERTCON3
 FK0586  ______________________________________________________________________
 FK0586  GEOID HEIGHT    -        -25.819 (meters)                     GEOID18
 FK0586  NAD 83(1993) X  -   -837,793.830 (meters)                     COMP
 FK0586  NAD 83(1993) Y  - -5,161,560.549 (meters)                     COMP
 FK0586  NAD 83(1993) Z  -  3,640,592.246 (meters)                     COMP
 FK0586  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 FK0586  HORZ ORDER      -  FIRST
 FK0586  ELLP ORDER      -  FIFTH     CLASS I
 FK0586
 FK0586.The horizontal coordinates were established by classical geodetic methods
 FK0586.and adjusted by the National Geodetic Survey in November 1994.
 FK0586
 FK0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0586
 FK0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0586.GEOID18 height accuracy estimate available here.
 FK0586
 FK0586.Click photographs - Photos may exist for this station.
 FK0586
 FK0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0586
 FK0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0586
 FK0586.The ellipsoidal height was determined by GPS observations
 FK0586.and is referenced to NAD 83.
 FK0586
 FK0586. The following values were computed from the NAD 83(1993) position.
 FK0586
 FK0586;                    North         East     Units Scale Factor Converg.
 FK0586;SPC OK S     -   188,534.092   488,716.505   MT  0.99996571   -0 41 32.0
 FK0586;SPC OK S     -   618,548.93  1,603,397.40   sFT  0.99996571   -0 41 32.0
 FK0586;UTM  14      - 3,876,050.641   479,976.238   MT  0.99960494   -0 07 33.6
 FK0586
 FK0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0586!SPC OK S     -   0.99992367  x   0.99996571  =   0.99988938
 FK0586!UTM  14      -   0.99992367  x   0.99960494  =   0.99952864
 FK0586
 FK0586:                Primary Azimuth Mark                     Grid Az
 FK0586:SPC OK S     -  EMIL AZ MK                               178 11 46.8
 FK0586:UTM  14      -  EMIL AZ MK                               177 37 48.4
 FK0586
 FK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7997676050(NAD 83)
 FK0586
 FK0586|---------------------------------------------------------------------|
 FK0586| PID    Reference Object                     Distance      Geod. Az  |
 FK0586|                                                           dddmmss.s |
 FK0586| FK0589 SENTINEL TELEVUE TV MAST            APPROX.15.5 KM 0162545.0 |
 FK0586| FK0582 HOBART VUMORE CO TV MAST            APPROX.12.1 KM 0850140.7 |
 FK0586| FK0585 HOBART PUB SERVICE CO MAST          APPROX.12.1 KM 0912403.7 |
 FK0586| FK0581 HOBART SE MUNICIPAL TANK            APPROX.11.9 KM 0914538.3 |
 FK0586| FK0583 HOBART COOP ELEVATOR                APPROX.12.2 KM 0973424.7 |
 FK0586| CK8639 EMIL RM 1                                          17225     |
 FK0586| CK8638 EMIL AZ MK                                         1773014.8 |
 FK0586| EM0869 LONE WOLF PLANTERS COOP ELEV        APPROX. 4.9 KM 2143146.3 |
 FK0586| EM0910 LONE WOLF MUNICIPAL TANK            APPROX. 5.2 KM 2170343.7 |
 FK0586| CK8640 EMIL RM 2                            11.170 METERS 27517     |
 FK0586|---------------------------------------------------------------------|
 FK0586
 FK0586                          SUPERSEDED SURVEY CONTROL
 FK0586
 FK0586  NAD 83(1986)-  35 01 36.92657(N)    099 13 10.21813(W) AD(       ) 1
 FK0586  NAD 27      -  35 01 36.72540(N)    099 13 08.93600(W) AD(       ) 1
 FK0586  NGVD 29 (11/30/89)  512.2    (m)  RAPSU86  model used  GPS OBS        
 FK0586
 FK0586.Superseded values are not recommended for survey control.
 FK0586
 FK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0586.See file dsdata.pdf to determine how the superseded data were derived.
 FK0586
 FK0586_MARKER: DS = TRIANGULATION STATION DISK
 FK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0586_STAMPING: EMIL 1961
 FK0586_MARK LOGO: CGS
 FK0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0586+STABILITY: SURFACE MOTION
 FK0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0586+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FK0586
 FK0586  HISTORY     - Date     Condition        Report By
 FK0586  HISTORY     - 1961     MONUMENTED       CGS
 FK0586  HISTORY     - 1961     GOOD             CGS
 FK0586  HISTORY     - 1963     GOOD             CGS
 FK0586  HISTORY     - 19890301 GOOD             NGS
 FK0586
 FK0586                          STATION DESCRIPTION
 FK0586
 FK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0586'THE STATION IS ABOUT 7 MILES WEST OF HOBART AND ABOUT 3
 FK0586'MILES NORTHEAST OF LONE WOLF ON LAND OWNED BY MR. EMIL HAMAND.
 FK0586'
 FK0586'TO REACH THE STATION FROM THE POST OFFICE IN LONE WOLF GO
 FK0586'EAST ON STATE HIGHWAY 9 FOR 0.6 MILE TO THE JUNCTION WITH
 FK0586'STATE HIGHWAY 44, TURN LEFT AND GO NORTH FOR 0.45 MILE TO A
 FK0586'FORK, JUST BEFORE REACHING A RAILROAD CROSSING.  TURN RIGHT
 FK0586'AND GO NORTHEAST ON THE DIRT ROAD ALONG THE SOUTHEAST SIDE OF
 FK0586'THE RAILROAD TRACKS FOR 2.5 MILES TO A CROSSROAD, TURN RIGHT
 FK0586'AND GO SOUTH ON THE DIRT ROAD FOR 0.15 TO THE STATION AND
 FK0586'REFERENCE MARKS ON THE RIGHT.
 FK0586'
 FK0586'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 FK0586'THE DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FK0586'
 FK0586'THE STATION MARK, STAMPED EMIL 1961, IS A STANDARD DISK SET
 FK0586'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FK0586'6 INCHES.  IT IS 50 FEET NORTH OF A POWER POLE WITH A TRANSFORMER,
 FK0586'33 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 4.1 FEET WEST
 FK0586'OF THE WITNESS POST.
 FK0586'
 FK0586'REFERENCE MARK NO. 1, STAMPED EMIL NO 1 1961, IS A STANDARD
 FK0586'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FK0586'PROJECTS 2 INCHES.  IT IS 49 FEET SOUTH OF THE WITNESS POST,
 FK0586'24 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 2 FEET WEST
 FK0586'OF THE POWER POLE WITH THE TRANSFORMER.
 FK0586'
 FK0586'REFERENCE MARK NO. 2, STAMPED EMIL NO 2 1961, IS A STANDARD
 FK0586'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FK0586'PROJECTS 6 INCHES.  IT IS 69 FEET NORTHWEST OF THE POWER
 FK0586'POLE WITH THE TRANSFORMER AND 41 FEET WEST OF THE WITNESS
 FK0586'POST.
 FK0586'
 FK0586'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 68.2 FEET.
 FK0586'
 FK0586'THE AZIMUTH MARK, STAMPED EMIL 1961, IS A STANDARD DISK SET
 FK0586'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FK0586'5 INCHES.  IT IS 30 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 FK0586'3 FEET NORTHEAST OF A FENCE CORNER AND 1.1 FEET NORTHEAST
 FK0586'OF THE WITNESS POST.
 FK0586
 FK0586                          STATION RECOVERY (1961)
 FK0586
 FK0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0586'RECOVERED IN GOOD CONDITION.
 FK0586
 FK0586                          STATION RECOVERY (1963)
 FK0586
 FK0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0586'STATION RECOVERED AS DESCRIBED.
 FK0586
 FK0586                          STATION RECOVERY (1989)
 FK0586
 FK0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0586'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0586'FOLLOWS.
 FK0586'THE STATION IS LOCATED 11.1 KM (6.90 MI) WEST OF HOBART, 6.3 KM
 FK0586'(3.90 MI) NORTHEAST OF LONE WOLF, AND 3.4 KM (2.10 MI) NORTH OF STATE
 FK0586'HIGHWAY 9.  OWNERSHIP--KIOWA COUNTY.
 FK0586'TO REACH THE STATION FROM THE POST OFFICE IN LONE WOLF, GO EAST ON
 FK0586'STATE HIGHWAY 9 FOR 1.1 KM (0.70 MI) TO THE JUNCTION OF STATE HIGHWAY
 FK0586'44 ON THE RIGHT.  CONTINUE NORTHEAST ON HIGHWAY 9 FOR 1.9 KM
 FK0586'(1.20 MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON THE
 FK0586'GRAVELED ROAD FOR 3.4 KM (2.10 MI) TO THE STATION ON THE LEFT, 0.3 KM
 FK0586'(0.20 MI) SOUTH OF A GRAVELED CROSSROAD.
 FK0586'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 FK0586'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 10.5 M
 FK0586'(34.4 FT) WEST OF THE CENTER OF THE ROAD, 1.3 M (4.3 FT)
 FK0586'WEST-NORTHWEST OF A METAL WITNESS POST, AND 0.7 M (2.3 FT) SOUTH OF A
 FK0586'CARSONITE WITNESS POST.
 FK0586'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0787 ***********************************************************************
 FJ0787  DESIGNATION -  EMILY
 FJ0787  PID         -  FJ0787
 FJ0787  STATE/COUNTY-  OK/GRADY
 FJ0787  COUNTRY     -  US
 FJ0787  USGS QUAD   -  CHICKASHA (2018)
 FJ0787
 FJ0787                         *CURRENT SURVEY CONTROL
 FJ0787  ______________________________________________________________________
 FJ0787* NAD 83(1986) POSITION- 35 05 51.     (N) 097 58 11.     (W)   SCALED
 FJ0787* NAVD 88 ORTHO HEIGHT -   346.858 (meters)     1137.98  (feet) ADJUSTED
 FJ0787  ______________________________________________________________________
 FJ0787  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 FJ0787  DYNAMIC HEIGHT  -        346.514 (meters)     1136.85  (feet) COMP
 FJ0787  MODELED GRAVITY -    979,632.8   (mgal)                       NAVD 88
 FJ0787
 FJ0787  VERT ORDER      -  FIRST     CLASS II
 FJ0787
 FJ0787.This mark is at Chickasha Airport (CHK)
 FJ0787
 FJ0787.The horizontal coordinates were scaled from a map and have
 FJ0787.an estimated accuracy of +/- 6 seconds.
 FJ0787
 FJ0787.The orthometric height was determined by differential leveling and
 FJ0787.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0787.in June 1991.
 FJ0787
 FJ0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0787.GEOID18 height accuracy estimate available here.
 FJ0787
 FJ0787.Click photographs - Photos may exist for this station.
 FJ0787
 FJ0787.The dynamic height is computed by dividing the NAVD 88
 FJ0787.geopotential number by the normal gravity value computed on the
 FJ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0787.degrees latitude (g = 980.6199 gals.).
 FJ0787
 FJ0787.The modeled gravity was interpolated from observed gravity values.
 FJ0787
 FJ0787;                    North         East    Units  Estimated Accuracy
 FJ0787;SPC OK S     -   195,690.      602,760.      MT  (+/- 180 meters Scaled)
 FJ0787
 FJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND939843(NAD 83)
 FJ0787
 FJ0787                          SUPERSEDED SURVEY CONTROL
 FJ0787
 FJ0787.No superseded survey control is available for this station.
 FJ0787
 FJ0787_MARKER: DH = HORIZONTAL CONTROL DISK
 FJ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0787_STAMPING: EMILY 1986
 FJ0787_MARK LOGO: NGS
 FJ0787_PROJECTION: FLUSH
 FJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0787+STABILITY: SURFACE MOTION
 FJ0787
 FJ0787  HISTORY     - Date     Condition        Report By
 FJ0787  HISTORY     - 1986     MONUMENTED       NGS
 FJ0787
 FJ0787                          STATION DESCRIPTION
 FJ0787
 FJ0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0787'7.9 KM (4.9 MI) NORTH FROM CHICKASHA.
 FJ0787'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0787'BUILDING IN CHICKASHA, THENCE 0.2 KM (0.1 MI) WEST ALONG A PAVED ROAD,
 FJ0787'THENCE 0.5 KM (0.3 MI) NORTH ALONG A PAVED ROAD, THENCE 0.7 KM (0.45
 FJ0787'MI) NORTH ALONG A RUNWAY, AT THE CHICKASHA MUNICIPAL AIRPORT, 65.5 M
 FJ0787'(214.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FAA BUILDING,
 FJ0787'AND 55.5 M (182.1 FT) WEST OF THE CENTER OF THE RUNWAY.  NOTE--AN
 FJ0787'UNDERGROUND MARK STAMPED--EMILY 1986--WAS SET 42-INCHES BELOW THE
 FJ0787'GROUND SURFACE.
 FJ0787'THE MARK IS 1.3 METERS  E FROM  A WITNESS POST AND FENCE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0786 ***********************************************************************
 FJ0786  DESIGNATION -  EMILY AZ MK
 FJ0786  PID         -  FJ0786
 FJ0786  STATE/COUNTY-  OK/GRADY
 FJ0786  COUNTRY     -  US
 FJ0786  USGS QUAD   -  CHICKASHA (2018)
 FJ0786
 FJ0786                         *CURRENT SURVEY CONTROL
 FJ0786  ______________________________________________________________________
 FJ0786* NAD 83(1986) POSITION- 35 05 28.     (N) 097 58 12.     (W)   SCALED
 FJ0786* NAVD 88 ORTHO HEIGHT -   345.703 (meters)     1134.19  (feet) ADJUSTED
 FJ0786  ______________________________________________________________________
 FJ0786  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 FJ0786  DYNAMIC HEIGHT  -        345.361 (meters)     1133.07  (feet) COMP
 FJ0786  MODELED GRAVITY -    979,633.2   (mgal)                       NAVD 88
 FJ0786
 FJ0786  VERT ORDER      -  FIRST     CLASS II
 FJ0786
 FJ0786.This mark is at Chickasha Airport (CHK)
 FJ0786
 FJ0786.The horizontal coordinates were scaled from a map and have
 FJ0786.an estimated accuracy of +/- 6 seconds.
 FJ0786
 FJ0786.The orthometric height was determined by differential leveling and
 FJ0786.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0786.in June 1991.
 FJ0786
 FJ0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0786.GEOID18 height accuracy estimate available here.
 FJ0786
 FJ0786.Click photographs - Photos may exist for this station.
 FJ0786
 FJ0786.The dynamic height is computed by dividing the NAVD 88
 FJ0786.geopotential number by the normal gravity value computed on the
 FJ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0786.degrees latitude (g = 980.6199 gals.).
 FJ0786
 FJ0786.The modeled gravity was interpolated from observed gravity values.
 FJ0786
 FJ0786;                    North         East    Units  Estimated Accuracy
 FJ0786;SPC OK S     -   194,980.      602,740.      MT  (+/- 180 meters Scaled)
 FJ0786
 FJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND938836(NAD 83)
 FJ0786
 FJ0786                          SUPERSEDED SURVEY CONTROL
 FJ0786
 FJ0786.No superseded survey control is available for this station.
 FJ0786
 FJ0786_MARKER: DZ = AZIMUTH MARK DISK
 FJ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0786_STAMPING: EMILY 1986
 FJ0786_MARK LOGO: NGS
 FJ0786_PROJECTION: FLUSH
 FJ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0786+STABILITY: SURFACE MOTION
 FJ0786
 FJ0786  HISTORY     - Date     Condition        Report By
 FJ0786  HISTORY     - 1986     MONUMENTED       NGS
 FJ0786
 FJ0786                          STATION DESCRIPTION
 FJ0786
 FJ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0786'7.3 KM (4.55 MI) NORTH FROM CHICKASHA.
 FJ0786'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0786'BUILDING IN CHICKASHA, THENCE 0.2 KM (0.1 MI) WEST ALONG A PAVED ROAD,
 FJ0786'THENCE 0.5 KM (0.3 MI) NORTH ALONG A PAVED ROAD, THENCE 0.7 KM (0.45
 FJ0786'MI) WEST ALONG A TAXI WAY AND ACROSS COUNTY, AT THE CHICKASHA
 FJ0786'MUNICIPAL AIRPORT, 90.2 M (295.9 FT) WEST OF THE CENTER OF A RUNWAY,
 FJ0786'AND 9.5 M (31.2 FT) SOUTH OF A FENCE CORNER.  NOTE--AN UNDERGROUND
 FJ0786'MARK STAMPED--EMILY 1986--WAS SET 42-INCHES BELOW THE GROUND SURFACE.
 FJ0786'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST AND FENCE
 FJ0786'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0873 ***********************************************************************
 EL0873  DESIGNATION -  END
 EL0873  PID         -  EL0873
 EL0873  STATE/COUNTY-  OK/MCCLAIN
 EL0873  COUNTRY     -  US
 EL0873  USGS QUAD   -  PAOLI (2018)
 EL0873
 EL0873                         *CURRENT SURVEY CONTROL
 EL0873  ______________________________________________________________________
 EL0873* NAD 83(1993) POSITION- 34 52 11.06250(N) 097 21 31.36928(W)   ADJUSTED
 EL0873* NAVD 88 ORTHO HEIGHT -   324.    (meters)     1063.    (feet) SCALED
 EL0873  ______________________________________________________________________
 EL0873  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 EL0873  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 EL0873  HORZ ORDER      -  THIRD
 EL0873
 EL0873.The horizontal coordinates were established by classical geodetic methods
 EL0873.and adjusted by the National Geodetic Survey in November 1994.
 EL0873
 EL0873.The orthometric height was scaled from a topographic map.
 EL0873
 EL0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0873.GEOID18 height accuracy estimate available here.
 EL0873
 EL0873.Click photographs - Photos may exist for this station.
 EL0873
 EL0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0873
 EL0873. The following values were computed from the NAD 83(1993) position.
 EL0873
 EL0873;                    North         East     Units Scale Factor Converg.
 EL0873;SPC OK S     -   170,611.094   658,631.051   MT  0.99994832   +0 21 50.4
 EL0873;SPC OK S     -   559,746.56  2,160,858.71   sFT  0.99994832   +0 21 50.4
 EL0873;UTM  14      - 3,859,826.440   650,014.215   MT  0.99987737   +0 56 18.7
 EL0873
 EL0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0873!SPC OK S     -   0.99995319  x   0.99994832  =   0.99990151
 EL0873!UTM  14      -   0.99995319  x   0.99987737  =   0.99983057
 EL0873
 EL0873:                Primary Azimuth Mark                     Grid Az
 EL0873:SPC OK S     -  END AZ MK                                303 20 40.1
 EL0873:UTM  14      -  END AZ MK                                302 46 11.8
 EL0873
 EL0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5001459826(NAD 83)
 EL0873
 EL0873|---------------------------------------------------------------------|
 EL0873| PID    Reference Object                     Distance      Geod. Az  |
 EL0873|                                                           dddmmss.s |
 EL0873| CY1763 END RM 1                             11.546 METERS 08417     |
 EL0873| CY1762 END AZ MK                                          3034230.5 |
 EL0873| CY1764 END RM 2                             12.421 METERS 34543     |
 EL0873|---------------------------------------------------------------------|
 EL0873
 EL0873                          SUPERSEDED SURVEY CONTROL
 EL0873
 EL0873  NAD 83(1986)-  34 52 11.06768(N)    097 21 31.35518(W) AD(       ) 3
 EL0873  NAD 27      -  34 52 10.79765(N)    097 21 30.25925(W) AD(       ) 3
 EL0873
 EL0873.Superseded values are not recommended for survey control.
 EL0873
 EL0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0873.See file dsdata.pdf to determine how the superseded data were derived.
 EL0873
 EL0873_MARKER: DS = TRIANGULATION STATION DISK
 EL0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0873_STAMPING: END 1957
 EL0873_MARK LOGO: CGS
 EL0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0873+STABILITY: SURFACE MOTION
 EL0873
 EL0873  HISTORY     - Date     Condition        Report By
 EL0873  HISTORY     - 1957     MONUMENTED       CGS
 EL0873
 EL0873                          STATION DESCRIPTION
 EL0873
 EL0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0873'STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF PAOLI, AND
 EL0873'ABOUT 4.0 MILES SOUTHWEST OF WAYNE, IN THE NORTH EDGE OF SECTION
 EL0873'36, T 5 N, R 2 W.
 EL0873'
 EL0873'REACHED FROM THE MAIN INTERSECTION IN WAYNE BY GOING WEST ON
 EL0873'STATE HIGHWAY 59 FOR FOR 5.4 MILES TO THE JUNCTION OF STATE
 EL0873'HIGHWAY 74, TURN LEFT AND GO SOUTH ON STATE HIGHWAY 74 FOR 2.0
 EL0873'MILES TO A CROSSROADS, TURN LEFT AND GO EAST ON A GRAVELED
 EL0873'ROAD FOR 2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO SOUTH FOR
 EL0873'0.5 MILE TO THE AZIMUTH MARK ON THE ON THE LEFT, CONTINUE
 EL0873'SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 EL0873'LEFT AND GO EAST FOR 0.45 MILE TO A GATE, PASS THROUGH GATE
 EL0873'AND CONTINUE EAST FOR 0.15 MILE TO THE STATION ON ROAD
 EL0873'RIGHT-OF-WAY ON RIGHT.
 EL0873'
 EL0873'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 EL0873'CONCRETE POSTS.
 EL0873'
 EL0873'STATION MARKS ARE STAMPED END 1957.  THE SURFACE MARK PROJECTS
 EL0873'3 INCHES, AND IS 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EL0873'OF AN OLD HOUSE, 100 FEET SOUTHWEST OF A TRANSFORMER POLE,
 EL0873'AND 21 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  A 4 IN X 4 IN
 EL0873'WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.  THE
 EL0873'UNDREGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 EL0873'INCHES BELOW THE GROUND SURFACE.
 EL0873'
 EL0873'REFERENCE MARK 1 IS STAMPED END NO 1 1957 AND PROJECTS 6 INCHES.
 EL0873'IT IS 92 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE,
 EL0873'65 FEET SOUTHWEST OF A TRANSFORMER POLE AND 22 FEET SOUTH
 EL0873'OF THE CENTER OF A DIRT ROAD.
 EL0873'
 EL0873'REFERENCE MARK 2 IS STAMPED END NO 2 1957 AND PROJECTS 4
 EL0873'INCHES.  IT IS 101 FEET WEST OF A TRANSFORMER POLE, 91 FEET
 EL0873'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 40 FEET NORTH
 EL0873'OF A FENCE, AND 20 FEET NORTH OF THE CENTER OF A DIRT ROAD.
 EL0873'
 EL0873'AZIMUTH MARK IS STAMPED END 1957 AND PROJECTS 4 INCHES.  IT IS
 EL0873'ON ROAD RIGHT-OF-WAY, 25 FEET EAST OF THE CENTER OF A GRAVELED
 EL0873'ROAD, 3 FEET WEST OF A RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF
 EL0873'A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 EL0873'2 FEET SOUTH OF THE MARK.
 EL0873'
 EL0873'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0721 ***********************************************************************
 GH0721  DESIGNATION -  ENGINEER
 GH0721  PID         -  GH0721
 GH0721  STATE/COUNTY-  OK/PAYNE
 GH0721  COUNTRY     -  US
 GH0721  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0721
 GH0721                         *CURRENT SURVEY CONTROL
 GH0721  ______________________________________________________________________
 GH0721* NAD 83(1993) POSITION- 36 07 23.54319(N) 097 04 07.38267(W)   ADJUSTED
 GH0721* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 GH0721  ______________________________________________________________________
 GH0721  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GH0721  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 GH0721  HORZ ORDER      -  SECOND
 GH0721
 GH0721.The horizontal coordinates were established by classical geodetic methods
 GH0721.and adjusted by the National Geodetic Survey in November 1994.
 GH0721
 GH0721.The orthometric height was scaled from a topographic map.
 GH0721
 GH0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0721.GEOID18 height accuracy estimate available here.
 GH0721
 GH0721.Click photographs - Photos may exist for this station.
 GH0721
 GH0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0721
 GH0721. The following values were computed from the NAD 83(1993) position.
 GH0721
 GH0721;                    North         East     Units Scale Factor Converg.
 GH0721;SPC OK N     -   125,024.926   683,831.232   MT  0.99994571   +0 32 58.5
 GH0721;SPC OK N     -   410,185.94  2,243,536.30   sFT  0.99994571   +0 32 58.5
 GH0721;UTM  14      - 3,999,341.187   673,800.883   MT  0.99997220   +1 08 19.8
 GH0721
 GH0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0721!SPC OK N     -   0.99996109  x   0.99994571  =   0.99990681
 GH0721!UTM  14      -   0.99996109  x   0.99997220  =   0.99993329
 GH0721
 GH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7380099341(NAD 83)
 GH0721
 GH0721                          SUPERSEDED SURVEY CONTROL
 GH0721
 GH0721  NAD 83(1986)-  36 07 23.55338(N)    097 04 07.36696(W) AD(       ) 2
 GH0721  NAD 27      -  36 07 23.37300(N)    097 04 06.24500(W) AD(       ) 2
 GH0721
 GH0721.Superseded values are not recommended for survey control.
 GH0721
 GH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0721.See file dsdata.pdf to determine how the superseded data were derived.
 GH0721
 GH0721_MARKER: DS = TRIANGULATION STATION DISK
 GH0721_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0721_SP_SET: FLOOR
 GH0721_MARK LOGO: CGS
 GH0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0721+STABILITY: SURFACE MOTION
 GH0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0721+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 GH0721
 GH0721  HISTORY     - Date     Condition        Report By
 GH0721  HISTORY     - 1938     MONUMENTED       CGS
 GH0721  HISTORY     - 20030803 GOOD             GEOCAC
 GH0721
 GH0721                          STATION DESCRIPTION
 GH0721
 GH0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0721'STATION ENGINEER IS A U.S. COAST AND GEODETIC SURVEY STANDARD
 GH0721'BRASS DISK (UNSTAMPED) SET IN THE CENTER OF THE MARBLE AND
 GH0721'CONCRETE DESIGN IN THE LOBBY OF THE NEW ENGINEERING BUILDING
 GH0721'OF THE OKLAHOMA AGRICULTURAL AND MECHANICAL COLLEGE, STILLWATER,
 GH0721'OKLAHOMA.
 GH0721'
 GH0721'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION OKAM, 1938.
 GH0721
 GH0721                          STATION RECOVERY (2003)
 GH0721
 GH0721'RECOVERY NOTE BY GEOCACHING 2003 (BGR)
 GH0721'THE UNSTAMPED MARK WAS RECOVERED INSIDE THE ENGINEERING BUIDLING AT
 GH0721'THE CENTER OF THE MARBLE DESIGN AS NOTED.  THE DESIGN IS LOCATED AT
 GH0721'THE 1ST FLOOR LANDING OF THE CENTRAL STAIRWAY.  THE DESIGN IS A
 GH0721'COMPASS ROSE SURROUNDED BY FIGURES OF THE TWELVE ZODIAC SIGNS.
 GH0721'THE BUILDING IS NOW KNOWN AS 'ENGINEERING SOUTH' AS SEVERAL NEW
 GH0721'ENGINEERING BUILDINGS HAVE BEEN CONSTRUCTED ON THE CAMPUS.  OKLAHOMA A
 GH0721'AND M COLLEGE IS NOW KNOWN AS 'OKLAHOMA STATE UNIVERSITY'.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0574 ***********************************************************************
 GJ0574  DESIGNATION -  ENGLISH
 GJ0574  PID         -  GJ0574
 GJ0574  STATE/COUNTY-  OK/WOODS
 GJ0574  COUNTRY     -  US
 GJ0574  USGS QUAD   -  GLASS MOUNTAINS NW (2018)
 GJ0574
 GJ0574                         *CURRENT SURVEY CONTROL
 GJ0574  ______________________________________________________________________
 GJ0574* NAD 83(1993) POSITION- 36 29 09.13289(N) 098 43 32.15478(W)   ADJUSTED
 GJ0574* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 GJ0574  ______________________________________________________________________
 GJ0574  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 GJ0574  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 GJ0574  HORZ ORDER      -  SECOND
 GJ0574
 GJ0574.The horizontal coordinates were established by classical geodetic methods
 GJ0574.and adjusted by the National Geodetic Survey in November 1994.
 GJ0574
 GJ0574.The orthometric height was scaled from a topographic map.
 GJ0574
 GJ0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0574.GEOID18 height accuracy estimate available here.
 GJ0574
 GJ0574.Click photographs - Photos may exist for this station.
 GJ0574
 GJ0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0574
 GJ0574. The following values were computed from the NAD 83(1993) position.
 GJ0574
 GJ0574;                    North         East     Units Scale Factor Converg.
 GJ0574;SPC OK N     -   165,106.664   534,984.172   MT  0.99996081   -0 25 41.6
 GJ0574;SPC OK N     -   541,687.45  1,755,193.90   sFT  0.99996081   -0 25 41.6
 GJ0574;UTM  14      - 4,037,875.754   524,578.586   MT  0.99960744   +0 09 47.4
 GJ0574
 GJ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0574!SPC OK N     -   0.99993233  x   0.99996081  =   0.99989315
 GJ0574!UTM  14      -   0.99993233  x   0.99960744  =   0.99953980
 GJ0574
 GJ0574:                Primary Azimuth Mark                     Grid Az
 GJ0574:SPC OK N     -  ENGLISH AZ MK                            340 21 54.0
 GJ0574:UTM  14      -  ENGLISH AZ MK                            339 46 25.0
 GJ0574
 GJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2457837875(NAD 83)
 GJ0574
 GJ0574|---------------------------------------------------------------------|
 GJ0574| PID    Reference Object                     Distance      Geod. Az  |
 GJ0574|                                                           dddmmss.s |
 GJ0574| CK8645 ENGLISH RM 1                         18.922 METERS 02142     |
 GJ0574| CK8646 ENGLISH RM 2                         23.197 METERS 10325     |
 GJ0574| CK8644 ENGLISH AZ MK                                      3395612.4 |
 GJ0574|---------------------------------------------------------------------|
 GJ0574
 GJ0574                          SUPERSEDED SURVEY CONTROL
 GJ0574
 GJ0574  NAD 83(1986)-  36 29 09.13701(N)    098 43 32.14195(W) AD(       ) 2
 GJ0574  NAD 27      -  36 29 09.01368(N)    098 43 30.82967(W) AD(       ) 2
 GJ0574
 GJ0574.Superseded values are not recommended for survey control.
 GJ0574
 GJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0574.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0574
 GJ0574_MARKER: DS = TRIANGULATION STATION DISK
 GJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0574_STAMPING: ENGLISH 1951
 GJ0574_MARK LOGO: CGS
 GJ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0574+STABILITY: SURFACE MOTION
 GJ0574
 GJ0574  HISTORY     - Date     Condition        Report By
 GJ0574  HISTORY     - 1951     MONUMENTED       CGS
 GJ0574
 GJ0574                          STATION DESCRIPTION
 GJ0574
 GJ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0574'THE STATION IS LOCATED ABOUT 16 MILES WEST-SOUTHWEST OF CARMEN,
 GJ0574'ABOUT 13 MILES SOUTHEAST OF WAYNOKA AND IS ON LAND OWNED BY MR. F.
 GJ0574'ENGLISH.  IT IS SITUATED NEAR THE HIGHEST POINT OF A SANDY KNOLL,
 GJ0574'4 FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED ENGLISH 1951
 GJ0574'AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0574'
 GJ0574'REFERENCE MARK NO. 1 IS 6 FEET LOWER THAN THE STATION.  IT IS STAMPED
 GJ0574'ENGLISH NO 1 1951 AND PROJECTS 4 INCHES.
 GJ0574'
 GJ0574'REFERENCE MARK NO. 2 IS 2 FEET LOWER THAN THE STATION.  IT IS
 GJ0574'STAMPED ENGLISH NO 2 1951 AND PROJECTS 4 INCHES.
 GJ0574'
 GJ0574'THE AZIMUTH MARK IS LOCATED 30 FEET WEST FROM THE CENTER OF THE
 GJ0574'ROAD, 1 FOOT EAST OF THE FENCE LINE AND 1 FOOT SOUTH OF A WITNESS
 GJ0574'POST.  IT IS STAMPED ENGLISH 1951 AND PROJECTS 6 INCHES.
 GJ0574'
 GJ0574'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 281 AND STATE
 GJ0574'HIGHWAY 14 IN WAYNOKA, GO NORTH AND EAST ON U. S. HIGHWAY 281 FOR
 GJ0574'8.7 MILES TO A T-ROAD ON THE RIGHT, TURN RIGHT ON A GRADED ROAD AND
 GJ0574'GO SOUTH FOR 2.0 MILES TO THE HIGHLAND SCHOOL HOUSE ON THE LEFT,
 GJ0574'CONTINUE SOUTH FOR 4.8 MILES TO THE AZIMUTH MARK ON THE
 GJ0574'RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO THE HOME OF MR. SAM
 GJ0574'MCDOWELL ON THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILE TO A WIRE
 GJ0574'GATE ON THE LEFT, TURN LEFT THROUGH THE GATE AND FOLLOW A TRACK
 GJ0574'ROAD SOUTHEASTERLY FOR 0.25 MILE TO THE FOOT OF A SANDY KNOLL ON
 GJ0574'THE LEFT AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 GJ0574'EASTERLY FOR ABOUT 200 YARDS TO THE SUMMIT OF THE KNOLL AND THE
 GJ0574'STATION AS DESCRIBED.
 GJ0574'
 GJ0574'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0861 ***********************************************************************
 GH0861  DESIGNATION -  ENID CABLE TV CO MAST
 GH0861  PID         -  GH0861
 GH0861  STATE/COUNTY-  OK/GARFIELD
 GH0861  COUNTRY     -  US
 GH0861  USGS QUAD   -  HILLSDALE (2018)
 GH0861
 GH0861                         *CURRENT SURVEY CONTROL
 GH0861  ______________________________________________________________________
 GH0861* NAD 83(1993) POSITION- 36 30 14.84278(N) 097 54 31.94407(W)   ADJUSTED
 GH0861  ______________________________________________________________________
 GH0861  GEOID HEIGHT    -        -27.772 (meters)                     GEOID18
 GH0861  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 GH0861  HORZ ORDER      -  THIRD
 GH0861
 GH0861.The horizontal coordinates were established by classical geodetic methods
 GH0861.and adjusted by the National Geodetic Survey in November 1994.
 GH0861
 GH0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0861.GEOID18 height accuracy estimate available here.
 GH0861
 GH0861.Click photographs - Photos may exist for this station.
 GH0861
 GH0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0861
 GH0861. The following values were computed from the NAD 83(1993) position.
 GH0861
 GH0861;                    North         East     Units Scale Factor Converg.
 GH0861;SPC OK N     -   166,892.937   608,163.397   MT  0.99996262   +0 03 13.6
 GH0861;SPC OK N     -   547,547.91  1,995,282.74   sFT  0.99996262   +0 03 13.6
 GH0861;UTM  14      - 4,040,418.942   597,712.697   MT  0.99971763   +0 38 56.9
 GH0861
 GH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9771240418(NAD 83)
 GH0861
 GH0861                          SUPERSEDED SURVEY CONTROL
 GH0861
 GH0861  NAD 83(1986)-  36 30 14.84788(N)    097 54 31.93167(W) AD(       ) 3
 GH0861  NAD 27      -  36 30 14.73152(N)    097 54 30.72322(W) AD(       ) 3
 GH0861
 GH0861.Superseded values are not recommended for survey control.
 GH0861
 GH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0861.See file dsdata.pdf to determine how the superseded data were derived.
 GH0861
 GH0861_MARKER: 42 = RADIO/TV MAST
 GH0861
 GH0861  HISTORY     - Date     Condition        Report By
 GH0861  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0861
 GH0861                          STATION DESCRIPTION
 GH0861
 GH0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0861'STATION IS LOCATED IN A PASTURE, ABOUT 7 MILES NORTH-NORTHWEST
 GH0861'OF ENID, 6 MILES SOUTHEAST OF HILLSDALE AND ABOUT 6 MILES
 GH0861'EAST-NORTHEAST OF CARRIER.
 GH0861'
 GH0861'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST WHICH IS ABOUT
 GH0861'400 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS, HAS A
 GH0861'NUMEROUS AMOUNT OF ANTENNAS ATTACHED TO THE MAST AND HAS A RED
 GH0861'LIGHT AT TOP.
 GH0861'
 GH0861'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0815 ***********************************************************************
 GH0815  DESIGNATION -  ENID HWY PAT RAD STA KKE 569
 GH0815  PID         -  GH0815
 GH0815  STATE/COUNTY-  OK/GARFIELD
 GH0815  COUNTRY     -  US
 GH0815  USGS QUAD   -  ENID WEST (2018)
 GH0815
 GH0815                         *CURRENT SURVEY CONTROL
 GH0815  ______________________________________________________________________
 GH0815* NAD 83(1993) POSITION- 36 26 01.10562(N) 097 52 50.35656(W)   ADJUSTED
 GH0815  ______________________________________________________________________
 GH0815  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 GH0815  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 GH0815  HORZ ORDER      -  THIRD
 GH0815
 GH0815.The horizontal coordinates were established by classical geodetic methods
 GH0815.and adjusted by the National Geodetic Survey in November 1994.
 GH0815
 GH0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0815.GEOID18 height accuracy estimate available here.
 GH0815
 GH0815.Click photographs - Photos may exist for this station.
 GH0815
 GH0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0815
 GH0815. The following values were computed from the NAD 83(1993) position.
 GH0815
 GH0815;                    North         East     Units Scale Factor Converg.
 GH0815;SPC OK N     -   159,074.715   610,700.930   MT  0.99995617   +0 04 13.6
 GH0815;SPC OK N     -   521,897.63  2,003,607.97   sFT  0.99995617   +0 04 13.6
 GH0815;UTM  14      - 4,032,629.345   600,330.641   MT  0.99972402   +0 39 53.4
 GH0815
 GH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0033032629(NAD 83)
 GH0815
 GH0815                          SUPERSEDED SURVEY CONTROL
 GH0815
 GH0815  NAD 83(1986)-  36 26 01.11310(N)    097 52 50.34695(W) AD(       ) 3
 GH0815  NAD 27      -  36 26 00.99689(N)    097 52 49.13476(W) AD(       ) 3
 GH0815
 GH0815.Superseded values are not recommended for survey control.
 GH0815
 GH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0815.See file dsdata.pdf to determine how the superseded data were derived.
 GH0815
 GH0815_MARKER: 42 = RADIO/TV MAST
 GH0815
 GH0815  HISTORY     - Date     Condition        Report By
 GH0815  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0815
 GH0815                          STATION DESCRIPTION
 GH0815
 GH0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0815'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH, STEEL
 GH0815'MAST, LOCATED AT THE NORTH EDGE OF ENID NEAR THE NORTHWEST
 GH0815'EDGE OF THE FAIR GROUNDS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0816 ***********************************************************************
 GH0816  DESIGNATION -  ENID RAD STA KCRC CENTER MAST
 GH0816  PID         -  GH0816
 GH0816  STATE/COUNTY-  OK/GARFIELD
 GH0816  COUNTRY     -  US
 GH0816  USGS QUAD   -  ENID WEST (2018)
 GH0816
 GH0816                         *CURRENT SURVEY CONTROL
 GH0816  ______________________________________________________________________
 GH0816* NAD 83(1993) POSITION- 36 25 14.28994(N) 097 52 32.04228(W)   ADJUSTED
 GH0816  ______________________________________________________________________
 GH0816  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 GH0816  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 GH0816  HORZ ORDER      -  THIRD
 GH0816
 GH0816.The horizontal coordinates were established by classical geodetic methods
 GH0816.and adjusted by the National Geodetic Survey in November 1994.
 GH0816
 GH0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0816.GEOID18 height accuracy estimate available here.
 GH0816
 GH0816.Click photographs - Photos may exist for this station.
 GH0816
 GH0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0816
 GH0816. The following values were computed from the NAD 83(1993) position.
 GH0816
 GH0816;                    North         East     Units Scale Factor Converg.
 GH0816;SPC OK N     -   157,632.299   611,158.925   MT  0.99995514   +0 04 24.4
 GH0816;SPC OK N     -   517,165.30  2,005,110.57   sFT  0.99995514   +0 04 24.4
 GH0816;UTM  14      - 4,031,192.089   600,803.463   MT  0.99972519   +0 40 03.5
 GH0816
 GH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0080331192(NAD 83)
 GH0816
 GH0816                          SUPERSEDED SURVEY CONTROL
 GH0816
 GH0816  NAD 83(1986)-  36 25 14.29685(N)    097 52 32.03244(W) AD(       ) 3
 GH0816  NAD 27      -  36 25 14.17717(N)    097 52 30.82351(W) AD(       ) 3
 GH0816
 GH0816.Superseded values are not recommended for survey control.
 GH0816
 GH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0816.See file dsdata.pdf to determine how the superseded data were derived.
 GH0816
 GH0816_MARKER: 42 = RADIO/TV MAST
 GH0816
 GH0816  HISTORY     - Date     Condition        Report By
 GH0816  HISTORY     - 1951     FIRST OBSERVED   CGS
 GH0816  HISTORY     - 1963     GOOD             CGS
 GH0816
 GH0816                          STATION DESCRIPTION
 GH0816
 GH0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0816'THE STATION IS LOCATED IN THE NORTH EDGE OF ENID.  825 FEET WEST
 GH0816'OF NORTH ENID BLVD. AND 240 FEET NORTH OF EAST WILLOW AVE.  IT IS
 GH0816'A STEEL STRUCTURE THAT HAS AN OVERALL HEIGHT OF 181 FEET.
 GH0816'
 GH0816'THE LIGHT ON TOP OF THE STRUCTURE WAS THE POINT OBSERVED.
 GH0816
 GH0816                          STATION RECOVERY (1963)
 GH0816
 GH0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0816'STATION RECOVERED AS DESCRIBED IN 1951 BY R. L. ENGDAHL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0819 ***********************************************************************
 GH0819  DESIGNATION -  ENID RAD STA KGWA EAST MAST
 GH0819  PID         -  GH0819
 GH0819  STATE/COUNTY-  OK/GARFIELD
 GH0819  COUNTRY     -  US
 GH0819  USGS QUAD   -  ENID WEST (2018)
 GH0819
 GH0819                         *CURRENT SURVEY CONTROL
 GH0819  ______________________________________________________________________
 GH0819* NAD 83(1993) POSITION- 36 26 16.90541(N) 097 55 14.00693(W)   ADJUSTED
 GH0819  ______________________________________________________________________
 GH0819  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 GH0819  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 GH0819  HORZ ORDER      -  THIRD
 GH0819
 GH0819.The horizontal coordinates were established by classical geodetic methods
 GH0819.and adjusted by the National Geodetic Survey in November 1994.
 GH0819
 GH0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0819.GEOID18 height accuracy estimate available here.
 GH0819
 GH0819.Click photographs - Photos may exist for this station.
 GH0819
 GH0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0819
 GH0819. The following values were computed from the NAD 83(1993) position.
 GH0819
 GH0819;                    North         East     Units Scale Factor Converg.
 GH0819;SPC OK N     -   159,558.046   607,122.700   MT  0.99995652   +0 02 48.8
 GH0819;SPC OK N     -   523,483.36  1,991,868.39   sFT  0.99995652   +0 02 48.8
 GH0819;UTM  14      - 4,033,075.427   596,748.437   MT  0.99971532   +0 38 28.3
 GH0819
 GH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9674833075(NAD 83)
 GH0819
 GH0819                          SUPERSEDED SURVEY CONTROL
 GH0819
 GH0819  NAD 83(1986)-  36 26 16.91060(N)    097 55 13.99440(W) AD(       ) 3
 GH0819  NAD 27      -  36 26 16.78670(N)    097 55 12.78175(W) AD(       ) 3
 GH0819
 GH0819.Superseded values are not recommended for survey control.
 GH0819
 GH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0819.See file dsdata.pdf to determine how the superseded data were derived.
 GH0819
 GH0819_MARKER: 42 = RADIO/TV MAST
 GH0819
 GH0819  HISTORY     - Date     Condition        Report By
 GH0819  HISTORY     - 1951     FIRST OBSERVED   CGS
 GH0819  HISTORY     - 1968     GOOD             CGS
 GH0819
 GH0819                          STATION DESCRIPTION
 GH0819
 GH0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HLE)
 GH0819'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF ENID.  IT IS A
 GH0819'STEEL STRUCTURE THAT HAS AN OVERALL HEIGHT OF 256 FEET.  THE LIGHT
 GH0819'ON TOP OF THE STRUCTURE WAS THE POINT OBSERVED.
 GH0819'
 GH0819'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN ENID,
 GH0819'GO WEST AND SOUTH ON U. S. HIGHWAY 81 AND 60 FOR 0.9 MILE, TURN
 GH0819'RIGHT AND GO WEST ON U. S. HIGHWAY 60 FOR 2.0 MILES TO A CROSSROAD,
 GH0819'TURN RIGHT AND GO NORTH FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT
 GH0819'AND GO EAST FOR 0.25 MILE TO A STEEL GATE ON THE LEFT, TURN LEFT
 GH0819'AND FOLLOW TRACK ROAD NORTH FOR 0.2 MILE TO STATION AS DESCRIBED.
 GH0819
 GH0819                          STATION RECOVERY (1968)
 GH0819
 GH0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0819'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0814 ***********************************************************************
 GH0814  DESIGNATION -  ENID RADIO STA KGWA NORTH MAST
 GH0814  PID         -  GH0814
 GH0814  STATE/COUNTY-  OK/GARFIELD
 GH0814  COUNTRY     -  US
 GH0814  USGS QUAD   -  ENID WEST (2018)
 GH0814
 GH0814                         *CURRENT SURVEY CONTROL
 GH0814  ______________________________________________________________________
 GH0814* NAD 83(1993) POSITION- 36 26 16.90573(N) 097 55 14.00577(W)   ADJUSTED
 GH0814  ______________________________________________________________________
 GH0814  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 GH0814  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 GH0814  HORZ ORDER      -  THIRD
 GH0814
 GH0814.The horizontal coordinates were established by classical geodetic methods
 GH0814.and adjusted by the National Geodetic Survey in November 1994.
 GH0814
 GH0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0814.GEOID18 height accuracy estimate available here.
 GH0814
 GH0814.Click photographs - Photos may exist for this station.
 GH0814
 GH0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0814
 GH0814. The following values were computed from the NAD 83(1993) position.
 GH0814
 GH0814;                    North         East     Units Scale Factor Converg.
 GH0814;SPC OK N     -   159,558.056   607,122.729   MT  0.99995652   +0 02 48.8
 GH0814;SPC OK N     -   523,483.39  1,991,868.49   sFT  0.99995652   +0 02 48.8
 GH0814;UTM  14      - 4,033,075.437   596,748.466   MT  0.99971532   +0 38 28.3
 GH0814
 GH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9674833075(NAD 83)
 GH0814
 GH0814                          SUPERSEDED SURVEY CONTROL
 GH0814
 GH0814  NAD 83(1986)-  36 26 16.91201(N)    097 55 13.99368(W) AD(       ) 3
 GH0814  NAD 27      -  36 26 16.79468(N)    097 55 12.79065(W) AD(       ) 3
 GH0814
 GH0814.Superseded values are not recommended for survey control.
 GH0814
 GH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0814.See file dsdata.pdf to determine how the superseded data were derived.
 GH0814
 GH0814_MARKER: 42 = RADIO/TV MAST
 GH0814
 GH0814  HISTORY     - Date     Condition        Report By
 GH0814  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0814
 GH0814                          STATION DESCRIPTION
 GH0814
 GH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0814'THE STATION IS THE CENTER OF THE TOP OF A 256 FOOT HIGH STEEL
 GH0814'MAST, LOCATED ABOUT 3 MILES NORTHWEST OF ENID.  IT IS THE MOST
 GH0814'NORTHERLY ONE OF FOUR MASTS OF THE SAME HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9213 ***********************************************************************
 AF9213  DESIGNATION -  ENID RESET
 AF9213  PID         -  AF9213
 AF9213  STATE/COUNTY-  OK/GARFIELD
 AF9213  COUNTRY     -  US
 AF9213  USGS QUAD   -  ENID EAST (2018)
 AF9213
 AF9213                         *CURRENT SURVEY CONTROL
 AF9213  ______________________________________________________________________
 AF9213* NAD 83(2011) POSITION- 36 27 46.32784(N) 097 49 11.14725(W)   ADJUSTED
 AF9213* NAD 83(2011) ELLIP HT-   357.109 (meters)        (06/27/12)   ADJUSTED
 AF9213* NAD 83(2011) EPOCH   -  2010.00
 AF9213* NAVD 88 ORTHO HEIGHT -   385.0   (meters)     1263.    (feet) GPS OBS
 AF9213  ______________________________________________________________________
 AF9213  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF9213  GEOID HEIGHT    -        -27.782 (meters)                     GEOID96
 AF9213  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 AF9213  NAD 83(2011) X  -   -698,780.651 (meters)                     COMP
 AF9213  NAD 83(2011) Y  - -5,088,169.797 (meters)                     COMP
 AF9213  NAD 83(2011) Z  -  3,769,833.798 (meters)                     COMP
 AF9213  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 AF9213
 AF9213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9213  Standards:
 AF9213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9213  -------------------------------------------------------------------
 AF9213  NETWORK    2.42   4.96           1.11   0.83   2.53      0.01576921
 AF9213  -------------------------------------------------------------------
 AF9213  Click here for local accuracies and other accuracy information.
 AF9213
 AF9213.The horizontal coordinates were established by GPS observations
 AF9213.and adjusted by the National Geodetic Survey in June 2012.
 AF9213
 AF9213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9213.been affixed to the stable North American tectonic plate. See 
 AF9213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF9213
 AF9213.The horizontal coordinates are valid at the epoch date displayed above
 AF9213.which is a decimal equivalence of Year/Month/Day.
 AF9213
 AF9213.The orthometric height was determined by GPS observations and a
 AF9213.high-resolution geoid model.
 AF9213
 AF9213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9213.GEOID18 height accuracy estimate available here.
 AF9213
 AF9213.Click photographs - Photos may exist for this station.
 AF9213
 AF9213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9213
 AF9213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF9213
 AF9213.The ellipsoidal height was determined by GPS observations
 AF9213.and is referenced to NAD 83.
 AF9213
 AF9213. The following values were computed from the NAD 83(2011) position.
 AF9213
 AF9213;                    North         East     Units Scale Factor Converg.
 AF9213;SPC OK N     -   162,326.392   616,154.649   MT  0.99995866   +0 06 22.9
 AF9213;SPC OK N     -   532,565.84  2,021,500.71   sFT  0.99995866   +0 06 22.9
 AF9213;UTM  14      - 4,035,936.707   605,749.085   MT  0.99973778   +0 42 05.3
 AF9213
 AF9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9213!SPC OK N     -   0.99994396  x   0.99995866  =   0.99990262
 AF9213!UTM  14      -   0.99994396  x   0.99973778  =   0.99968175
 AF9213
 AF9213:                Primary Azimuth Mark                     Grid Az
 AF9213:SPC OK N     -  BRECKENRIDGE HIGH ELEV E GABLE           110 07 08.7
 AF9213:UTM  14      -  BRECKENRIDGE HIGH ELEV E GABLE           109 31 26.3
 AF9213
 AF9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0574935936(NAD 83)
 AF9213
 AF9213|---------------------------------------------------------------------|
 AF9213| PID    Reference Object                     Distance      Geod. Az  |
 AF9213|                                                           dddmmss.s |
 AF9213| GH0852 HUNTER ELEVATOR CENTER              APPROX.17.9 KM 0513022.3 |
 AF9213| GH0432 ENID RM                              66.166 METERS 09129     |
 AF9213| GH0770 CROPPER EAST ELEVATOR N GABLE       APPROX.11.9 KM 1014735.4 |
 AF9213| GH0773 BRECKENRIDGE ME CHURCH SPIRE        APPROX. 8.5 KM 1084000.6 |
 AF9213| GH0772 BRECKENRIDGE HIGH ELEV E GABLE      APPROX. 8.1 KM 1101331.6 |
 AF9213| GH0813 ENID ICE PLANT STACK                APPROX. 9.7 KM 2121314.4 |
 AF9213| GH0858 KREMLIN ELEVATOR EAST GABLE         APPROX. 9.4 KM 3515638.9 |
 AF9213|---------------------------------------------------------------------|
 AF9213
 AF9213                          SUPERSEDED SURVEY CONTROL
 AF9213
 AF9213  NAD 83(2007)-  36 27 46.32782(N)    097 49 11.14792(W) AD(2002.00) 0
 AF9213  ELLIP H (02/10/07)  357.136  (m)                       GP(2002.00)    
 AF9213  ELLIP H (04/16/01)  357.135  (m)                       GP(       ) 4 2
 AF9213  NAD 83(1993)-  36 27 46.32771(N)    097 49 11.14772(W) AD(       ) B
 AF9213  ELLIP H (05/09/94)  357.183  (m)                       GP(       ) 4 2
 AF9213  NAD 83(1986)-  36 27 46.33576(N)    097 49 11.13805(W) AD(       ) 1
 AF9213  USSD        -  36 27 46.14800(N)    097 49 10.20400(W) AD(       ) 3
 AF9213  NAVD 88             385.21   (m)         1263.8    (f) LEVELING    3  
 AF9213
 AF9213.Superseded values are not recommended for survey control.
 AF9213
 AF9213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9213.See file dsdata.pdf to determine how the superseded data were derived.
 AF9213
 AF9213_MARKER: DS = TRIANGULATION STATION DISK
 AF9213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9213_SP_SET: SET INTO MASS OF CONCRETE
 AF9213_STAMPING: ENID 1902 1963
 AF9213_MARK LOGO: CGS
 AF9213_PROJECTION: FLUSH
 AF9213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9213+STABILITY: SURFACE MOTION
 AF9213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9213+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 AF9213
 AF9213  HISTORY     - Date     Condition        Report By
 AF9213  HISTORY     - 1963     MONUMENTED       CGS
 AF9213  HISTORY     - 1985     MARK NOT FOUND   NGS
 AF9213  HISTORY     - 19930423 GOOD             NGS
 AF9213  HISTORY     - 20030626 GOOD             ALMLS
 AF9213  HISTORY     - 20060817 GOOD             OKDOT
 AF9213  HISTORY     - 20101208 GOOD             INDIV
 AF9213
 AF9213                          STATION DESCRIPTION
 AF9213
 AF9213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 AF9213'5.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 AF9213'RAILROAD FROM THE STATION AT ENID, THENCE 2.0 MILES EAST ALONG
 AF9213'A GRADED DIRT ROAD, 250 FEET WEST OF THE CENTER LINE OF A
 AF9213'NORTH AND SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE OF
 AF9213'AN EAST AND WEST ROAD, 2 FEET EAST OF A WITNESS POST, FLUSH
 AF9213'WITH THE GROUND.
 AF9213'
 AF9213'THE UNDERGROUND MARK WAS RECOVERED.  A TOWER CAN NOT BE ERECTED
 AF9213'OVER THE MARK BECAUSE OF THE PROXIMITY OF A POWERLINE AND
 AF9213'A GRAVELED ROAD.
 AF9213'
 AF9213'THE EXACT ORIGINAL POSITION OF THE UNDERGROUND MARK WAS
 AF9213'HELD AND A NEW UNDERGROUND MARK AND A SURFACE MARK WAS
 AF9213'ESTABLISHED.  THE UNDERGROUND MARK IS 3 FEET BELOW THE GROUND
 AF9213'SURFACE AND THE DISK IS STAMPED ENID 1902 1963.  THE SURFACE
 AF9213'MARK IS SET IN A MASS OF CONCRETE FLUSH WITH THE GROUND.  THE
 AF9213'DISK IS STAMPED ENID 1902 1963.
 AF9213'
 AF9213'REFERENCE MARK 2 WAS ESTABLISHED AND OCCUPIED.  SEE DESCRIPTION
 AF9213'FOR ENID 1902 R M 2.
 AF9213'
 AF9213'A REFERENCE MARK CONSISTING OF A NAIL EMBEDDED IN A MASS
 AF9213'OF CONCRETE WAS RECOVERED.
 AF9213
 AF9213                          STATION RECOVERY (1985)
 AF9213
 AF9213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AF9213'NOT RECOVERED.
 AF9213
 AF9213                          STATION RECOVERY (1993)
 AF9213
 AF9213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AF9213'STATION MARK AND A REFERENCE MARK NAIL WERE RECOVERED.  NO DATA
 AF9213'AVAILABLE ON WHICH REFERENCE MARK IT IS.
 AF9213'STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTHEAST OF ENID, 5 KM
 AF9213'(3.10 MI) EAST OF US HIGHWAYS 60, 64 AND 81, ALONG A DIRT SECTION
 AF9213'ROAD, ON ROAD RIGHT-OF-WAY, AT A FIELD ENTRANCE, ON THE NORTH EDGE OF
 AF9213'SECTION 22, T 23 N, R 6 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 AF9213'TRANSPORTATION.
 AF9213'TO REACH FROM THE JUNCTION OF US HIGHWAYS 412, 60 AND 81 IN ENID, GO
 AF9213'NORTH ON HIGHWAYS 60 AND 81 FOR 6.44 KM (4.00 MI) TO AN OVERPASS OF
 AF9213'HIGHWAY 64.  CONTINUE AHEAD FOR 2.28 KM (1.40 MI) TO A PAVED
 AF9213'CROSSROAD.  TURN RIGHT, EAST, ON CARRIER ROAD FOR 3.21 KM (2.00 MI)
 AF9213'TO A GRAVEL CROSSROAD AT PAVEMENT END.  CONTINUE EAST ON DIRT ROAD FOR
 AF9213'1.55 KM (0.95 MI) TO HIGH GROUND, A FIELD ENTRANCE AND THE STATION ON
 AF9213'THE RIGHT.
 AF9213'STATION MARK IS SET IN THE TOP OF THE NORTHEAST 1/4 OF A 0.5 M
 AF9213'(1.6 FT) SQUARISH CONCRETE POST 15 CM BELOW GROUND.  IT IS 76.3 M
 AF9213'(250.3 FT) WEST OF THE CENTER OF 42ND STREET, 10.6 M (34.8 FT) SOUTH
 AF9213'OF, AND 0.5 M (1.6 FT) LOWER THAN THE ROAD CENTER, 0.6 M (2.0 FT)
 AF9213'WEST OF A PIPE WITH LARGE SURVEY SIGN, 1.0 M (3.3 FT) WEST OF WOOD
 AF9213'POST PROJECTING 1.5 M, 0.75 M (2.46 FT) EAST OF A WOOD POST
 AF9213'PROJECTING 1.4 M, 5.1 M (16.7 FT) WEST-NORTHWEST OF A UTILITY POLE
 AF9213'WITH METER, 9.8 M (32.2 FT) EAST OF THE CENTER OF THE FIELD ENTRANCE,
 AF9213'AND DIRECTLY UNDER A UTILITY LINE.
 AF9213
 AF9213                          STATION RECOVERY (2003)
 AF9213
 AF9213'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 AF9213'MARKER FOUND AS DESCRIBED.
 AF9213
 AF9213                          STATION RECOVERY (2006)
 AF9213
 AF9213'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 AF9213'RECOVERED IN GOOD CONDITION.
 AF9213
 AF9213                          STATION RECOVERY (2010)
 AF9213
 AF9213'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AF9213'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0432 ***********************************************************************
 GH0432  DESIGNATION -  ENID RM
 GH0432  PID         -  GH0432
 GH0432  STATE/COUNTY-  OK/GARFIELD
 GH0432  COUNTRY     -  US
 GH0432  USGS QUAD   -  ENID EAST (2018)
 GH0432
 GH0432                         *CURRENT SURVEY CONTROL
 GH0432  ______________________________________________________________________
 GH0432* NAD 83(1986) POSITION- 36 27 46.27   (N) 097 49 08.49   (W)   HD_HELD1
 GH0432* NAVD 88 ORTHO HEIGHT -   384.840 (meters)     1262.60  (feet) ADJUSTED
 GH0432  ______________________________________________________________________
 GH0432  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 GH0432  DYNAMIC HEIGHT  -        384.504 (meters)     1261.49  (feet) COMP
 GH0432  MODELED GRAVITY -    979,749.8   (mgal)                       NAVD 88
 GH0432
 GH0432  VERT ORDER      -  FIRST     CLASS II
 GH0432
 GH0432.The horizontal coordinates were determined by differentially corrected
 GH0432.hand held GPS observations or other comparable positioning techniques
 GH0432.and have an estimated accuracy of +/- 3 meters.
 GH0432
 GH0432.The orthometric height was determined by differential leveling and
 GH0432.adjusted by the NATIONAL GEODETIC SURVEY
 GH0432.in June 1991.
 GH0432
 GH0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0432.GEOID18 height accuracy estimate available here.
 GH0432
 GH0432.Click photographs - Photos may exist for this station.
 GH0432
 GH0432.The dynamic height is computed by dividing the NAVD 88
 GH0432.geopotential number by the normal gravity value computed on the
 GH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0432.degrees latitude (g = 980.6199 gals.).
 GH0432
 GH0432.The modeled gravity was interpolated from observed gravity values.
 GH0432
 GH0432;                    North         East    Units  Estimated Accuracy
 GH0432;SPC OK N     -   162,324.7     616,220.8     MT  (+/- 3 meters HH1 GPS) 
 GH0432
 GH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0581535935(NAD 83)
 GH0432
 GH0432                          SUPERSEDED SURVEY CONTROL
 GH0432
 GH0432  NGVD 29 (??/??/92)  384.696  (m)         1262.12   (f) ADJ UNCH    1 2
 GH0432
 GH0432.Superseded values are not recommended for survey control.
 GH0432
 GH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0432.See file dsdata.pdf to determine how the superseded data were derived.
 GH0432
 GH0432_MARKER: N = NAIL
 GH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0432_PROJECTION: FLUSH
 GH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0432+STABILITY: SURFACE MOTION
 GH0432
 GH0432  HISTORY     - Date     Condition        Report By
 GH0432  HISTORY     - 1902     MONUMENTED       CGS
 GH0432  HISTORY     - 1953     GOOD             CGS
 GH0432  HISTORY     - 1985     GOOD             NGS
 GH0432
 GH0432                          STATION DESCRIPTION
 GH0432
 GH0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0432'7.3 MI NE FROM ENID.
 GH0432'5.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0432'RAILROAD FROM THE STATION AT ENID, THENCE 2.0 MILES EAST ALONG
 GH0432'A GRADED DIRT ROAD, 217.8 FEET EAST OF TRIANGULATION STATION
 GH0432'ENID, 36 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 GH0432'ROAD, 33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 GH0432'2 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF AN EAST
 GH0432'AND WEST FENCE, 2 FEET WEST OF A NORTH AND SOUTH FENCE, 2 FEET
 GH0432'SOUTH OF A WITNESS POST, A NAIL IN THE TOP OF A CONCRETE POST
 GH0432'WHICH IS FLUSH WITH THE GROUND.
 GH0432
 GH0432                          STATION RECOVERY (1985)
 GH0432
 GH0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0800 ***********************************************************************
 GH0800  DESIGNATION -  ENID RM 2
 GH0800  PID         -  GH0800
 GH0800  STATE/COUNTY-  OK/GARFIELD
 GH0800  COUNTRY     -  US
 GH0800  USGS QUAD   -  ENID EAST (2018)
 GH0800
 GH0800                         *CURRENT SURVEY CONTROL
 GH0800  ______________________________________________________________________
 GH0800* NAD 83(1993) POSITION- 36 27 45.66646(N) 097 49 11.88660(W)   ADJUSTED
 GH0800* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 GH0800  ______________________________________________________________________
 GH0800  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 GH0800  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 GH0800  HORZ ORDER      -  SECOND
 GH0800
 GH0800.The horizontal coordinates were established by classical geodetic methods
 GH0800.and adjusted by the National Geodetic Survey in November 1994.
 GH0800
 GH0800.The orthometric height was scaled from a topographic map.
 GH0800
 GH0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0800.GEOID18 height accuracy estimate available here.
 GH0800
 GH0800.Click photographs - Photos may exist for this station.
 GH0800
 GH0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0800
 GH0800. The following values were computed from the NAD 83(1993) position.
 GH0800
 GH0800;                    North         East     Units Scale Factor Converg.
 GH0800;SPC OK N     -   162,305.972   616,136.279   MT  0.99995864   +0 06 22.5
 GH0800;SPC OK N     -   532,498.84  2,021,440.44   sFT  0.99995864   +0 06 22.5
 GH0800;UTM  14      - 4,035,916.102   605,730.932   MT  0.99973773   +0 42 04.9
 GH0800
 GH0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0800!SPC OK N     -   0.99994393  x   0.99995864  =   0.99990257
 GH0800!UTM  14      -   0.99994393  x   0.99973773  =   0.99968167
 GH0800
 GH0800:                Primary Azimuth Mark                     Grid Az
 GH0800:SPC OK N     -  ENID AZ MK                               300 33 37.4
 GH0800:UTM  14      -  ENID AZ MK                               299 57 55.0
 GH0800
 GH0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0573035916(NAD 83)
 GH0800
 GH0800|---------------------------------------------------------------------|
 GH0800| PID    Reference Object                     Distance      Geod. Az  |
 GH0800|                                                           dddmmss.s |
 GH0800| AF9213 ENID RESET                           27.459 METERS 04204     |
 GH0800| GH0432 ENID RM                                            07732     |
 GH0800| GH0808 VANCE AFB WATER TANK                APPROX.15.6 KM 2085654.9 |
 GH0800| CL5165 ENID AZ MK                                         3003959.9 |
 GH0800| CL5166 ENID RM 3                            20.597 METERS 35126     |
 GH0800|---------------------------------------------------------------------|
 GH0800
 GH0800                          SUPERSEDED SURVEY CONTROL
 GH0800
 GH0800  NAD 83(1986)-  36 27 45.67446(N)    097 49 11.87698(W) AD(       ) 2
 GH0800  NAD 27      -  36 27 45.55732(N)    097 49 10.67238(W) AD(       ) 2
 GH0800
 GH0800.Superseded values are not recommended for survey control.
 GH0800
 GH0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0800.See file dsdata.pdf to determine how the superseded data were derived.
 GH0800
 GH0800_MARKER: DR = REFERENCE MARK DISK
 GH0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0800_STAMPING: ENID NO 2 1902
 GH0800_MARK LOGO: CGS
 GH0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0800+STABILITY: SURFACE MOTION
 GH0800
 GH0800  HISTORY     - Date     Condition        Report By
 GH0800  HISTORY     - 1963     MONUMENTED       CGS
 GH0800  HISTORY     - 1964     GOOD             CGS
 GH0800
 GH0800                          STATION DESCRIPTION
 GH0800
 GH0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0800'STATION IS ABOUT 13-1/2 MILES WEST OF GARBER, 5-1/2 MILES
 GH0800'SOUTH OF KREMLIN, 4-1/2 MILES NORTHEAST OF ENID AND ON PROPERTY
 GH0800'OWNED BY MR. L.D. METSCHER.
 GH0800'
 GH0800'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60, 81 AND STATE
 GH0800'HIGHWAY 15 AT WEST MAIN AVENUE AND NORTH VAN BUREN STREET
 GH0800'IN ENID, GO NORTH ON U.S. HIGHWAY 81 BY-PASS FOR 5.0 MILES
 GH0800'TO A CROSS ROAD AT A SMALL PARK IN THE NORTHWEST ANGLE OF THE
 GH0800'CROSS ROAD.  TURN LEFT AND GO EAST ON PAVED AND GRADED ROAD
 GH0800'FOR 2.0 MILES TO A CROSS ROAD.  (TO REACH THE AZIMUTH MARK,
 GH0800'TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.5 MILE TO THE
 GH0800'AZIMUTH MARK ON THE RIGHT).  CONTINUE AHEAD, EAST, ON GRADED
 GH0800'ROAD FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 GH0800'
 GH0800'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED ENID
 GH0800'NO 2 1902, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0800'PROJECTING 2 INCHES.  IT IS 103 FEET SOUTH OF THE CENTERLINE
 GH0800'OF THE EAST-WEST GRADED ROAD, 72.5 FEET SOUTHWEST OF THE
 GH0800'NORTHWEST CORNER OF A SMALL METAL BUILDING, 69 FEET SOUTH OF
 GH0800'A POWER LINE POLE, 66 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 GH0800'A CATTLE GUARD AND 29 FEET WEST OF THE CENTERLINE OF A
 GH0800'NORTH-SOUTH GRADED ROAD.
 GH0800'
 GH0800'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ENID NO 3 1902,
 GH0800'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0800'4 INCHES.  IT IS 40 FEET WEST OF THE CENTER OF THE CATTLE
 GH0800'GUARD AND NORTH-SOUTH GRADED ROAD, 37 FEET SOUTH OF THE
 GH0800'CENTERLINE OF THE EAST-WEST GRADED ROAD, 2 FEET SOUTHEAST
 GH0800'OF THE POWER LINE POLE, 2 FEET SOUTH OF A FENCE AND ABOUT THE
 GH0800'SAME ELEVATION AS THE STATION.
 GH0800'
 GH0800'ENID 1902 1963 IS A STANDARD STATION MARK DISK, STAMPED ENID
 GH0800'1902 1963, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 GH0800'FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF THE
 GH0800'NORTHWEST CORNER OF THE BUILDING, 35 FEET SOUTH OF THE CENTERLINE
 GH0800'OF THE EAST-WEST ROAD, 31 FEET EAST-NORTHEAST OF THE CENTER
 GH0800'OF THE CATTLE GUARD, 30 FEET EAST OF THE CENTERLINE OF THE
 GH0800'NORTH-SOUTH ROAD, AND UNDER THE EAST-WEST FENCE AND ABOUT 2
 GH0800'FEET LOWER THAN THE STATION.
 GH0800'
 GH0800'AZIMUTH MARK IS A STANDARD DISK, STAMPED ENID 1963, SET IN
 GH0800'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GH0800'IT IS 30 FEET EAST OF THE CENTERLINE OF A GRADED ROAD, 3
 GH0800'FEET SOUTH-SOUTHEAST OF A TELEPHONE LINE POLE, 2.6 NORTH
 GH0800'OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 GH0800'
 GH0800'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GH0800
 GH0800                          STATION RECOVERY (1964)
 GH0800
 GH0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0800'THE STATION, ENID 1902 1963, AND THE AZIMUTH MARK WERE RECOVERED
 GH0800'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 GH0800'MARK NUMBER 3 WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0820 ***********************************************************************
 GH0820  DESIGNATION -  ENID SW BELL TELEPHONE CO MAST
 GH0820  PID         -  GH0820
 GH0820  STATE/COUNTY-  OK/GARFIELD
 GH0820  COUNTRY     -  US
 GH0820  USGS QUAD   -  ENID WEST (2018)
 GH0820
 GH0820                         *CURRENT SURVEY CONTROL
 GH0820  ______________________________________________________________________
 GH0820* NAD 83(1993) POSITION- 36 26 53.38678(N) 097 55 47.71096(W)   ADJUSTED
 GH0820  ______________________________________________________________________
 GH0820  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 GH0820  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GH0820  HORZ ORDER      -  THIRD
 GH0820
 GH0820.The horizontal coordinates were established by classical geodetic methods
 GH0820.and adjusted by the National Geodetic Survey in November 1994.
 GH0820
 GH0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0820.GEOID18 height accuracy estimate available here.
 GH0820
 GH0820.Click photographs - Photos may exist for this station.
 GH0820
 GH0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0820
 GH0820. The following values were computed from the NAD 83(1993) position.
 GH0820
 GH0820;                    North         East     Units Scale Factor Converg.
 GH0820;SPC OK N     -   160,681.862   606,282.484   MT  0.99995737   +0 02 28.9
 GH0820;SPC OK N     -   527,170.41  1,989,111.78   sFT  0.99995737   +0 02 28.9
 GH0820;UTM  14      - 4,034,190.195   595,896.816   MT  0.99971330   +0 38 08.8
 GH0820
 GH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9589634190(NAD 83)
 GH0820
 GH0820                          SUPERSEDED SURVEY CONTROL
 GH0820
 GH0820  NAD 83(1986)-  36 26 53.39195(N)    097 55 47.69820(W) AD(       ) 3
 GH0820  NAD 27      -  36 26 53.27420(N)    097 55 46.48505(W) AD(       ) 3
 GH0820
 GH0820.Superseded values are not recommended for survey control.
 GH0820
 GH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0820.See file dsdata.pdf to determine how the superseded data were derived.
 GH0820
 GH0820_MARKER: 44 = MICROWAVE MAST
 GH0820
 GH0820  HISTORY     - Date     Condition        Report By
 GH0820  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0820
 GH0820                          STATION DESCRIPTION
 GH0820
 GH0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0820'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF ENID, 200 FEET SOUTH
 GH0820'OF AN EAST-WEST GRADED ROAD, IN A PASTURE AND 0.3 MILES WEST OF
 GH0820'A NORTH-SOUTH SURFACED ROAD.
 GH0820'
 GH0820'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST WHICH IS 280 FEET
 GH0820'IN HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS AND HAS A RED
 GH0820'LIGHT MOUNTED AT THE TOP.
 GH0820'
 GH0820'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0812 ***********************************************************************
 GH0812  DESIGNATION -  ENID TELEVISION STA KOCO MAST
 GH0812  PID         -  GH0812
 GH0812  STATE/COUNTY-  OK/GARFIELD
 GH0812  COUNTRY     -  US
 GH0812  USGS QUAD   -  ENID WEST (2018)
 GH0812
 GH0812                         *CURRENT SURVEY CONTROL
 GH0812  ______________________________________________________________________
 GH0812* NAD 83(1993) POSITION- 36 23 48.69358(N) 097 52 38.89243(W)   ADJUSTED
 GH0812  ______________________________________________________________________
 GH0812  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 GH0812  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 GH0812  HORZ ORDER      -  THIRD
 GH0812
 GH0812.The horizontal coordinates were established by classical geodetic methods
 GH0812.and adjusted by the National Geodetic Survey in November 1994.
 GH0812
 GH0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0812.GEOID18 height accuracy estimate available here.
 GH0812
 GH0812.Click photographs - Photos may exist for this station.
 GH0812
 GH0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0812
 GH0812. The following values were computed from the NAD 83(1993) position.
 GH0812
 GH0812;                    North         East     Units Scale Factor Converg.
 GH0812;SPC OK N     -   154,993.778   610,991.613   MT  0.99995340   +0 04 20.3
 GH0812;SPC OK N     -   508,508.75  2,004,561.65   sFT  0.99995340   +0 04 20.3
 GH0812;UTM  14      - 4,028,552.581   600,663.546   MT  0.99972485   +0 39 58.1
 GH0812
 GH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0066328552(NAD 83)
 GH0812
 GH0812                          SUPERSEDED SURVEY CONTROL
 GH0812
 GH0812  NAD 83(1986)-  36 23 48.70089(N)    097 52 38.88286(W) AD(       ) 3
 GH0812  NAD 27      -  36 23 48.58026(N)    097 52 37.64584(W) AD(       ) 3
 GH0812
 GH0812.Superseded values are not recommended for survey control.
 GH0812
 GH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0812.See file dsdata.pdf to determine how the superseded data were derived.
 GH0812
 GH0812_MARKER: 42 = RADIO/TV MAST
 GH0812
 GH0812  HISTORY     - Date     Condition        Report By
 GH0812  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0812  HISTORY     - 1978     GOOD             NGS
 GH0812
 GH0812                          STATION DESCRIPTION
 GH0812
 GH0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0812'THE STATION IS THE CENTER OF THE TOP OF A STEEL MAST MOUNTED
 GH0812'ON THE ROOF OF THE YOUNGBLOOD HOTEL IN DOWNTOWN ENID.  THE
 GH0812'OVERALL HEIGHT IS ABOUT 250 FEET.
 GH0812
 GH0812                          STATION RECOVERY (1978)
 GH0812
 GH0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GH0812'STATION RECOVERED AS DESCRIBED.
 GH0812'
 GH0812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN ENID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1270 ***********************************************************************
 DN1270  DESIGNATION -  ENVILLE
 DN1270  PID         -  DN1270
 DN1270  STATE/COUNTY-  OK/LOVE
 DN1270  COUNTRY     -  US
 DN1270  USGS QUAD   -  LEBANON (2018)
 DN1270
 DN1270                         *CURRENT SURVEY CONTROL
 DN1270  ______________________________________________________________________
 DN1270* NAD 83(1993) POSITION- 33 59 02.61386(N) 096 57 38.99804(W)   ADJUSTED
 DN1270* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 DN1270  ______________________________________________________________________
 DN1270  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 DN1270  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DN1270  HORZ ORDER      -  FIRST
 DN1270
 DN1270.The horizontal coordinates were established by classical geodetic methods
 DN1270.and adjusted by the National Geodetic Survey in November 1994.
 DN1270
 DN1270.The orthometric height was scaled from a topographic map.
 DN1270
 DN1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1270.GEOID18 height accuracy estimate available here.
 DN1270
 DN1270.Click photographs - Photos may exist for this station.
 DN1270
 DN1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1270
 DN1270. The following values were computed from the NAD 83(1993) position.
 DN1270
 DN1270;                    North         East     Units Scale Factor Converg.
 DN1270;SPC OK S     -    72,675.437   696,018.553   MT  0.99999041   +0 35 23.5
 DN1270;SPC OK S     -   238,436.00  2,283,520.87   sFT  0.99999041   +0 35 23.5
 DN1270;SPC TXNC     - 2,258,030.637   742,217.798   MT  1.00000490   +0 50 22.0
 DN1270;SPC TXNC     - 7,408,222.18  2,435,092.89   sFT  1.00000490   +0 50 22.0
 DN1270;UTM  14      - 3,762,262.597   688,362.878   MT  1.00003740   +1 08 24.6
 DN1270
 DN1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1270!SPC OK S     -   0.99996991  x   0.99999041  =   0.99996032
 DN1270!SPC TXNC     -   0.99996991  x   1.00000490  =   0.99997481
 DN1270!UTM  14      -   0.99996991  x   1.00003740  =   1.00000731
 DN1270
 DN1270:                Primary Azimuth Mark                     Grid Az
 DN1270:SPC OK S     -  ENVILLE AZ MK                            268 33 55.2
 DN1270:SPC TXNC     -  ENVILLE AZ MK                            268 18 56.7
 DN1270:UTM  14      -  ENVILLE AZ MK                            268 00 54.1
 DN1270
 DN1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8836262262(NAD 83)
 DN1270
 DN1270|---------------------------------------------------------------------|
 DN1270| PID    Reference Object                     Distance      Geod. Az  |
 DN1270|                                                           dddmmss.s |
 DN1270| CY1770 ENVILLE RM 1                         22.291 METERS 08258     |
 DN1270| CY1771 ENVILLE RM 2                         31.480 METERS 19329     |
 DN1270| DN1273 MARIETTA ATT CO RELAY TOWER         APPROX.13.8 KM 2421821.7 |
 DN1270| DN1275 AIRWAY BCN 7 ESE OF MARIETTA        APPROX.14.9 KM 2445404.1 |
 DN1270| CY1769 ENVILLE AZ MK                                      2690918.7 |
 DN1270|---------------------------------------------------------------------|
 DN1270
 DN1270                          SUPERSEDED SURVEY CONTROL
 DN1270
 DN1270  NAD 83(1986)-  33 59 02.61920(N)    096 57 38.98954(W) AD(       ) 1
 DN1270  NAD 27      -  33 59 02.26080(N)    096 57 37.96010(W) AD(       ) 1
 DN1270
 DN1270.Superseded values are not recommended for survey control.
 DN1270
 DN1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1270.See file dsdata.pdf to determine how the superseded data were derived.
 DN1270
 DN1270_MARKER: DS = TRIANGULATION STATION DISK
 DN1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1270_STAMPING: ENVILLE 1954
 DN1270_MARK LOGO: CGS
 DN1270_PROJECTION: FLUSH
 DN1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1270+STABILITY: SURFACE MOTION
 DN1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1270+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 DN1270
 DN1270  HISTORY     - Date     Condition        Report By
 DN1270  HISTORY     - 1954     MONUMENTED       CGS
 DN1270  HISTORY     - 1957     GOOD             CGS
 DN1270  HISTORY     - 20020417 GOOD             ALMLS
 DN1270  HISTORY     - 20110113 GOOD             INDIV
 DN1270  HISTORY     - 20220324 GOOD             GEOCAC
 DN1270
 DN1270                          STATION DESCRIPTION
 DN1270
 DN1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 DN1270'THE STATION IS ALONG THE RIGHT-OF-WAY OF STATE ROUTE NO. 32
 DN1270'AND STATE ROUTE NO. 199 ABOUT 10 MILES EAST-NORTHEAST OF
 DN1270'MARIETTA, 2-1/2 MILES WEST OF LEBANON AND 1-1/2 MILES NORTH
 DN1270'OF LAKE TEXOMA.  IT IS 61 FEET EAST OF A FENCE CORNER AND
 DN1270'CONCRETE RIGHT-OF-WAY MARKER, 51.5 FEET NORTH OF THE CENTER
 DN1270'OF STATE ROUTE NO. 32 AND STATE ROUTE NO. 199 AND 10 FEET
 DN1270'SOUTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 DN1270'GROUND AND THE DISK IS STAMPED ENVILLE 1954.
 DN1270'
 DN1270'REFERENCE MARK NO. 1 IS ABOUT 1-1/2 FEET ABOVE THE ELEVATION
 DN1270'OF THE STATION, 60 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 32
 DN1270'AND STATE ROUTE NO. 199 AND 1 FOOT SOUTH OF A FENCE.  IT IS
 DN1270'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DN1270'ENVILLE NO 1 1954.
 DN1270'
 DN1270'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAYS FROM THE STATION,
 DN1270'49 FEET SOUTH OF THE CENTER OF STATE ROUTE NO. 32 AND STATE
 DN1270'ROUTE NO. 199, 40 FEET EAST OF THE CENTER OF A GRADED ROAD, 2
 DN1270'FEET EAST-NORTHEAST OF A FENCE CORNER AND 1.5 FEET EAST OF A
 DN1270'CONCRETE RIGHT-OF-WAY MARKER.  IT IS SET FLUSH WITH THE
 DN1270'SURFACE OF THE GROUND AND THE DISK IS STAMPED ENVILLE NO 2 1954.
 DN1270'
 DN1270'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 DN1270'HOLE IN THE WEST WALL OF A CONCRETE CULVERT, 29 FEET N OF THE
 DN1270'CENTER OF STATE ROUTE NO. 32 AND STATE ROUTE NO. 199, 14 FEET
 DN1270'NORTHEAST OF A MAIL BOX AND 13 FEET SOUTHEAST OF AN OAK TREE.
 DN1270'IT IS SET FLUSH WITH THE TOP OF THE CONCRETE HEADWALL AND THE
 DN1270'DISK IS STAMPED ENVILLE 1954.
 DN1270'
 DN1270'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE LOVE
 DN1270'COUNTY COURTHOUSE SQUARE IN MARIETTA, GO EASTERLY ON STATE
 DN1270'ROUTE NO. 32 AND STATE ROUTE NO. 199 FOR 10.3 MILES TO A GROUP
 DN1270'OF FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK IN A CONCRETE
 DN1270'CULVERT ON THE LEFT.  CONTINUE EAST ON STATE ROUTE NO. 32 AND
 DN1270'STATE ROUTE NO. 199 FOR 0.3 MILE TO A T ROAD ON THE RIGHT AND
 DN1270'THE STATION ON THE LEFT AS DESCRIBED.
 DN1270'
 DN1270'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DN1270
 DN1270                          STATION RECOVERY (1957)
 DN1270
 DN1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1270'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1270'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1270'TO STATION SITE ARE CORRECT.
 DN1270
 DN1270                          STATION RECOVERY (2002)
 DN1270
 DN1270'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2002 (ALM)
 DN1270'MARK IS IN GOOD SHAPE. LARGE TREE TO THE WEST OVERHANGS STATION.
 DN1270
 DN1270                          STATION RECOVERY (2011)
 DN1270
 DN1270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 DN1270'ENVILLE IS LOCATED UNDER A LARGE TREE.
 DN1270'OPUS WAS COLLECTED ON RM 2
 DN1270
 DN1270                          STATION RECOVERY (2022)
 DN1270
 DN1270'RECOVERY NOTE BY GEOCACHING 2022 (MFM)
 DN1270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1152 ***********************************************************************
 FH1152  DESIGNATION -  ERAM
 FH1152  PID         -  FH1152
 FH1152  STATE/COUNTY-  OK/OKMULGEE
 FH1152  COUNTRY     -  US
 FH1152  USGS QUAD   -  COUNCIL HILL (2018)
 FH1152
 FH1152                         *CURRENT SURVEY CONTROL
 FH1152  ______________________________________________________________________
 FH1152* NAD 83(1993) POSITION- 35 36 35.42048(N) 095 43 42.84838(W)   ADJUSTED
 FH1152* NAD 83(1993) ELLIP HT-   197.562 (meters)        (11/28/94)   ADJUSTED
 FH1152* NAVD 88 ORTHO HEIGHT -   226.2   (meters)      742.    (feet) VERTCON3
 FH1152  ______________________________________________________________________
 FH1152  GEOID HEIGHT    -        -29.424 (meters)                     GEOID18
 FH1152  NAD 83(1993) X  -   -518,192.767 (meters)                     COMP
 FH1152  NAD 83(1993) Y  - -5,165,558.774 (meters)                     COMP
 FH1152  NAD 83(1993) Z  -  3,693,197.623 (meters)                     COMP
 FH1152  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 FH1152  HORZ ORDER      -  SECOND
 FH1152  ELLP ORDER      -  FIFTH     CLASS I
 FH1152
 FH1152.The horizontal coordinates were established by classical geodetic methods
 FH1152.and adjusted by the National Geodetic Survey in November 1994.
 FH1152
 FH1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1152
 FH1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1152.GEOID18 height accuracy estimate available here.
 FH1152
 FH1152.Click photographs - Photos may exist for this station.
 FH1152
 FH1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1152
 FH1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1152
 FH1152.The ellipsoidal height was determined by GPS observations
 FH1152.and is referenced to NAD 83.
 FH1152
 FH1152. The following values were computed from the NAD 83(1993) position.
 FH1152
 FH1152;                    North         East     Units Scale Factor Converg.
 FH1152;SPC OK N     -    70,070.881   805,784.292   MT  0.99999244   +1 20 25.7
 FH1152;SPC OK N     -   229,890.88  2,643,643.96   sFT  0.99999244   +1 20 25.7
 FH1152;UTM  15      - 3,944,103.486   252,844.628   MT  1.00035282   -1 35 22.4
 FH1152
 FH1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1152!SPC OK N     -   0.99996899  x   0.99999244  =   0.99996143
 FH1152!UTM  15      -   0.99996899  x   1.00035282  =   1.00032180
 FH1152
 FH1152:                Primary Azimuth Mark                     Grid Az
 FH1152:SPC OK N     -  MORRIS MUNICIPAL WATER TK                267 53 07.2
 FH1152:UTM  15      -  MORRIS MUNICIPAL WATER TK                270 48 55.3
 FH1152
 FH1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5284444103(NAD 83)
 FH1152
 FH1152|---------------------------------------------------------------------|
 FH1152| PID    Reference Object                     Distance      Geod. Az  |
 FH1152|                                                           dddmmss.s |
 FH1152| CI0830 ERAM RM 1                            16.792 METERS 08836     |
 FH1152| FH1164 MORRIS MUNICIPAL WATER TK           APPROX.12.1 KM 2691332.9 |
 FH1152| CI0831 ERAM RM 2                            15.712 METERS 27143     |
 FH1152|---------------------------------------------------------------------|
 FH1152
 FH1152                          SUPERSEDED SURVEY CONTROL
 FH1152
 FH1152  NAD 83(1986)-  35 36 35.44520(N)    095 43 42.83952(W) AD(       ) 2
 FH1152  NAD 27      -  35 36 35.08098(N)    095 43 41.88114(W) AD(       ) 2
 FH1152  NGVD 29 (07/19/86)  226.1    (m)          742.     (f) VERT ANG       
 FH1152
 FH1152.Superseded values are not recommended for survey control.
 FH1152
 FH1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1152.See file dsdata.pdf to determine how the superseded data were derived.
 FH1152
 FH1152_MARKER: DD = SURVEY DISK
 FH1152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FH1152_STAMPING: ERAM 1968 ET
 FH1152_MARK LOGO: USGS
 FH1152_PROJECTION: RECESSED 30 CENTIMETERS
 FH1152_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1152+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FH1152
 FH1152  HISTORY     - Date     Condition        Report By
 FH1152  HISTORY     - 1968     MONUMENTED       USGS
 FH1152  HISTORY     - 1968     GOOD             USGS
 FH1152  HISTORY     - 19890301 GOOD             NGS
 FH1152
 FH1152                          STATION DESCRIPTION
 FH1152
 FH1152'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1152'THE STATION IS ABOUT 7.4 MI E. OF THE TOWN OF MORRIS.  IT IS ABOUT
 FH1152'46 FT N. OF CENTER OF STATE HWY. 56.  IT IS ON CREST OF SMALL HILL,
 FH1152'ABOUT 0.1 MI E. OF A CROSSROADS, T.13 N, R15E, NEAR THE
 FH1152'COR. SECS. 8, 9, 16 AND 17.
 FH1152'
 FH1152'TO REACH FROM THE INTERSECTION OF STATE HWY. 52 AND STATE HWY. 56
 FH1152'IN MORRIS, GO E. ON STATE HWY. 52 FOR 7.3 MI TO A CROSSROADS,
 FH1152'CONTINUE E. FOR 0.1 MI TO CREST OF SMALL HILL AND STATION ON LEFT.
 FH1152'
 FH1152'THE STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1152'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1152'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET ERAM 1968, 46 FT N. OF
 FH1152'CENTER OF HWY, 3 FT S. OF N. RIGHT-OF-WAY FENCE, 3.3 FT S. OF
 FH1152'METAL WITNESS POST, ABOUT 700 FT E. OF A CROSSROADS.  IT IS FLUSH
 FH1152'WITH THE GROUND.
 FH1152'
 FH1152'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1152'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1152'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ERAM NO 1 1968, IS 48 FT
 FH1152'N. OF CENTER OF HWY., 2 FT S. OF N. RIGHT-OF-WAY FENCE.  IT IS E.
 FH1152'OF STATION AND FLUSH WITH THE GROUND.
 FH1152'
 FH1152'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1152'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 FH1152'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ERAM NO 2 1968, IS 48 FT
 FH1152'N. OF CENTER OF HWY., 2 FT S. OF N. RIGHT-OF-WAY FENCE.  IT IS
 FH1152'W. OF THE STATION AND IS FLUSH WITH THE GROUND.
 FH1152'
 FH1152'NO AZIMUTH MARK SET
 FH1152'
 FH1152'REFERENCE AZIMUTH USED -- MORRIS MWT
 FH1152'
 FH1152'MORRIS MWT, LOCATED IN NW. PART OF THE TOWN OF MORRIS, ABOUT 0.5
 FH1152'BLOCK N. OF U.S. HWY. 62, 135 FT S. AND 159 FT W. OF THE CORNER
 FH1152'OF S. SECOND AND W. OKMULGEE STREETS.  BUILT IN 1915, T13N,
 FH1152'R14E, NEAR THE CENTER OF THE SW. QUARTER OF SEC.
 FH1152
 FH1152                          STATION RECOVERY (1968)
 FH1152
 FH1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH1152'RECOVERED IN GOOD CONDITION.
 FH1152
 FH1152                          STATION RECOVERY (1989)
 FH1152
 FH1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH1152'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FH1152'FOLLOWS.
 FH1152'THE STATION IS LOCATED ABOUT 23.5 KM (14.60 MI) NORTHWEST OF CHECOTAH,
 FH1152'12.0 KM (7.45 MI) EAST OF MORRIS, AND 8.5 KM (5.30 MI) SOUTHWEST OF
 FH1152'BOYNTON.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FH1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 FH1152'HIGHWAY 52 IN MORRIS, GO EAST ON HIGHWAY 62 FOR 11.8 KM (7.35 MI) TO A
 FH1152'PAVED CROSSROAD (N 409 S).  CONTINUE EAST ON HIGHWAY 62 FOR 0.2 KM
 FH1152'(0.10 MI) TO THE STATION ON THE LEFT.
 FH1152'THE STATION IS A STANDARD USGS DISK CRIMPED ON TOP OF A 0.5 INCH
 FH1152'COPPER COATED STEEL ROD, INSIDE A 6-INCH TILE, THAT IS RECESSED 30 CM
 FH1152'BELOW THE GROUND.  LOCATED 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF
 FH1152'THE HIGHWAY, 1.0 M (3.3 FT) WEST OF A CARSONITE WITNESS POST, AND 1.0
 FH1152'M (3.3 FT) SOUTH OF A METAL WITNESS POST.
 FH1152'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0331 ***********************************************************************
 EM0331  DESIGNATION -  ERICK
 EM0331  PID         -  EM0331
 EM0331  STATE/COUNTY-  OK/TILLMAN
 EM0331  COUNTRY     -  US
 EM0331  USGS QUAD   -  FREDERICK (2018)
 EM0331
 EM0331                         *CURRENT SURVEY CONTROL
 EM0331  ______________________________________________________________________
 EM0331* NAD 83(1993) POSITION- 34 26 58.59104(N) 099 00 08.36193(W)   ADJUSTED
 EM0331* NAVD 88 ORTHO HEIGHT -   393.474 (meters)     1290.92  (feet) ADJUSTED
 EM0331  ______________________________________________________________________
 EM0331  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 EM0331  LAPLACE CORR    -          4.09  (seconds)                    DEFLEC18
 EM0331  DYNAMIC HEIGHT  -        393.050 (meters)     1289.53  (feet) COMP
 EM0331  MODELED GRAVITY -    979,548.0   (mgal)                       NAVD 88
 EM0331
 EM0331  HORZ ORDER      -  FIRST
 EM0331  VERT ORDER      -  SECOND    CLASS 0
 EM0331
 EM0331.The horizontal coordinates were established by classical geodetic methods
 EM0331.and adjusted by the National Geodetic Survey in November 1994.
 EM0331
 EM0331.The orthometric height was determined by differential leveling and
 EM0331.adjusted by the NATIONAL GEODETIC SURVEY
 EM0331.in June 1991.
 EM0331
 EM0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0331.GEOID18 height accuracy estimate available here.
 EM0331
 EM0331.Click photographs - Photos may exist for this station.
 EM0331
 EM0331.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0331
 EM0331.The dynamic height is computed by dividing the NAVD 88
 EM0331.geopotential number by the normal gravity value computed on the
 EM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0331.degrees latitude (g = 980.6199 gals.).
 EM0331
 EM0331.The modeled gravity was interpolated from observed gravity values.
 EM0331
 EM0331. The following values were computed from the NAD 83(1993) position.
 EM0331
 EM0331;                    North         East     Units Scale Factor Converg.
 EM0331;SPC OK S     -   124,278.010   507,898.504   MT  0.99993869   -0 34 08.2
 EM0331;SPC OK S     -   407,735.44  1,666,330.34   sFT  0.99993869   -0 34 08.2
 EM0331;UTM  14      - 3,812,009.521   499,786.635   MT  0.99960000   -0 00 04.7
 EM0331
 EM0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0331!SPC OK S     -   0.99994250  x   0.99993869  =   0.99988119
 EM0331!UTM  14      -   0.99994250  x   0.99960000  =   0.99954252
 EM0331
 EM0331:                Primary Azimuth Mark                     Grid Az
 EM0331:SPC OK S     -  U 36                                     325 27 18.4
 EM0331:UTM  14      -  U 36                                     324 53 14.9
 EM0331
 EM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9978612009(NAD 83)
 EM0331
 EM0331|---------------------------------------------------------------------|
 EM0331| PID    Reference Object                     Distance      Geod. Az  |
 EM0331|                                                           dddmmss.s |
 EM0331| EM0332 ERICK RM 1                            9.900 METERS 20807     |
 EM0331| EM0921 TT 25 D 3                            27.400 METERS 27247     |
 EM0331| EM0333 ERICK RM 2                                         31055     |
 EM0331| EM0330 U 36                                               3245310.2 |
 EM0331|---------------------------------------------------------------------|
 EM0331
 EM0331                          SUPERSEDED SURVEY CONTROL
 EM0331
 EM0331  NAD 83(1986)-  34 26 58.59666(N)    099 00 08.35024(W) AD(       ) 1
 EM0331  NAD 27      -  34 26 58.31520(N)    099 00 07.07580(W) AD(       ) 1
 EM0331  NGVD 29 (??/??/92)  393.343  (m)         1290.49   (f) ADJ UNCH    2 0
 EM0331  NGVD 29             393.34   (m)         1290.5    (f) LEVELING    3  
 EM0331
 EM0331.Superseded values are not recommended for survey control.
 EM0331
 EM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0331.See file dsdata.pdf to determine how the superseded data were derived.
 EM0331
 EM0331_MARKER: DS = TRIANGULATION STATION DISK
 EM0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0331_STAMPING: ERICK 1961
 EM0331_MARK LOGO: CGS
 EM0331_PROJECTION: FLUSH
 EM0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0331+STABILITY: SURFACE MOTION
 EM0331
 EM0331  HISTORY     - Date     Condition        Report By
 EM0331  HISTORY     - 1961     MONUMENTED       CGS
 EM0331  HISTORY     - 1961     GOOD             CGS
 EM0331  HISTORY     - 1963     GOOD             CGS
 EM0331  HISTORY     - 1979     GOOD             USGS
 EM0331
 EM0331                          STATION DESCRIPTION
 EM0331
 EM0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0331'THE STATION IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF MANITOU,
 EM0331'4 MILES NORTH-NORTH EAST OF FREDERICK AND ON THE RIGHT-OF-WAY
 EM0331'OF U.S. HIGHWAY 183.  IT IS 55 FEET WEST OF THE CENTER OF
 EM0331'HIGHWAY 183, 37 FEET SOUTH OF THE CENTER OF A GRAVELED
 EM0331'ROAD, 45 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 EM0331'TRACKS AND 3.0 FEET WEST OF A WITNESS POST.  THE SQUARE
 EM0331'CONCRETE MONUMENT IS FLUSH AND THE DISK IS STAMPED ERICK
 EM0331'1961.
 EM0331'
 EM0331'REFERENCE MARK 1 IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 EM0331'CONCRETE POST THAT IS FLUSH WITH THE TOP OF THE GROUND.
 EM0331'IT IS 62 FEET WEST OF THE CENTER OF HIGHWAY 183, 38 FEET
 EM0331'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 33 FEET SOUTHWEST
 EM0331'OF THE WITNESS POST AND 23 FEET NORTHEAST OF A POWER POLE.
 EM0331'IT IS STAMPED ERICK NO 1 1961.
 EM0331'
 EM0331'REFERENCE MARK 2 IS A STANDARD BRONZE DISK SET IN THE TOP OF
 EM0331'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 EM0331'81 FEET WEST OF THE CENTER OF HIGHWAY 183, 31 FEET NORTH WEST
 EM0331'OF THE WITNESS POST, 21 FEET EAST OF THE EAST RAIL OF THE
 EM0331'RAILROAD TRACKS AND 20 FEET SOUTH OF A GRAVELED ROAD.  THE
 EM0331'DISK IS STAMPED ERICK NO 2 1961.
 EM0331'
 EM0331'TT 25D3 (OKLAHOMA GEODETIC SURVEY) IS A BRONZE DISK SET IN
 EM0331'THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES AND IS
 EM0331'STAMPED TT 25D3.  IT IS 39 FEET WEST OF THE WEST RAIL OF THE
 EM0331'RAILROAD TRACKS, 35 FEET SOUTH OF THE CENTER OF THE GRAVELED
 EM0331'ROAD AND 17 FEET EAST OF TELEGRAPH POLE NO. 2974.
 EM0331'
 EM0331'B.M. U 36 IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN
 EM0331'THE NORTHWEST WING OF A BRIDGE ABUTMENT.  IT IS 17.8 FEET
 EM0331'WEST OF THE CENTER OF HIGHWAY 183.
 EM0331'
 EM0331'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AND MAIN
 EM0331'STREETS IN FREDERICK, GO NORTHERLY ON U.S. HIGHWAY 183 FOR
 EM0331'4.4 MILES TO THE STATION ON THE LEFT, WEST, SIDE OF THE
 EM0331'HIGHWAY.  CONTINUE NORTHERLY FOR 0.5 MILE TO B.M. U 36 ON THE
 EM0331'LEFT, WEST, SIDE OF THE HIGHWAY.  THIS MARK MAY BE USED AS AN
 EM0331'AZIMUTH MARK.
 EM0331'
 EM0331'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 EM0331
 EM0331                          STATION RECOVERY (1961)
 EM0331
 EM0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0331'4.4 MI N FROM FREDERICK.
 EM0331'4.4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF GRAND
 EM0331'AND MAIN STREETS IN FREDERICK, 55 FEET WEST OF THE CENTER OF THE
 EM0331'HIGHWAY, 45 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 37 FEET
 EM0331'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3 FEET WEST OF THE WITNESS
 EM0331'POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EM0331'SURFACE OF THE GROUND.
 EM0331
 EM0331                          STATION RECOVERY (1963)
 EM0331
 EM0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0331'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EM0331'CONDITION.  IT IS IN THE NW 1/4 OF SEC. 29, T. 1 S., R. 17
 EM0331'W.
 EM0331
 EM0331                          STATION RECOVERY (1979)
 EM0331
 EM0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0331'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0332 ***********************************************************************
 EM0332  DESIGNATION -  ERICK RM 1
 EM0332  PID         -  EM0332
 EM0332  STATE/COUNTY-  OK/TILLMAN
 EM0332  COUNTRY     -  US
 EM0332  USGS QUAD   -  FREDERICK (2018)
 EM0332
 EM0332                         *CURRENT SURVEY CONTROL
 EM0332  ______________________________________________________________________
 EM0332* NAD 83(1986) POSITION- 34 26 58.31   (N) 099 00 08.54   (W)   HD_HELD1
 EM0332* NAVD 88 ORTHO HEIGHT -   393.722 (meters)     1291.74  (feet) ADJUSTED
 EM0332  ______________________________________________________________________
 EM0332  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 EM0332  DYNAMIC HEIGHT  -        393.299 (meters)     1290.35  (feet) COMP
 EM0332  MODELED GRAVITY -    979,548.0   (mgal)                       NAVD 88
 EM0332
 EM0332  VERT ORDER      -  SECOND    CLASS 0
 EM0332
 EM0332.The horizontal coordinates were determined by differentially corrected
 EM0332.hand held GPS observations or other comparable positioning techniques
 EM0332.and have an estimated accuracy of +/- 3 meters.
 EM0332
 EM0332.The orthometric height was determined by differential leveling and
 EM0332.adjusted by the NATIONAL GEODETIC SURVEY
 EM0332.in June 1991.
 EM0332
 EM0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0332.GEOID18 height accuracy estimate available here.
 EM0332
 EM0332.Click photographs - Photos may exist for this station.
 EM0332
 EM0332.The dynamic height is computed by dividing the NAVD 88
 EM0332.geopotential number by the normal gravity value computed on the
 EM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0332.degrees latitude (g = 980.6199 gals.).
 EM0332
 EM0332.The modeled gravity was interpolated from observed gravity values.
 EM0332
 EM0332;                    North         East    Units  Estimated Accuracy
 EM0332;SPC OK S     -   124,269.4     507,893.9     MT  (+/- 3 meters HH1 GPS) 
 EM0332
 EM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9978212000(NAD 83)
 EM0332
 EM0332                          SUPERSEDED SURVEY CONTROL
 EM0332
 EM0332  NGVD 29 (??/??/92)  393.592  (m)         1291.31   (f) ADJ UNCH    2 0
 EM0332
 EM0332.Superseded values are not recommended for survey control.
 EM0332
 EM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0332.See file dsdata.pdf to determine how the superseded data were derived.
 EM0332
 EM0332_MARKER: DR = REFERENCE MARK DISK
 EM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0332_STAMPING: ERICK NO 1 1961
 EM0332_MARK LOGO: CGS
 EM0332_PROJECTION: FLUSH
 EM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0332+STABILITY: SURFACE MOTION
 EM0332
 EM0332  HISTORY     - Date     Condition        Report By
 EM0332  HISTORY     - 1961     MONUMENTED       CGS
 EM0332
 EM0332                          STATION DESCRIPTION
 EM0332
 EM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0332'4.4 MI N FROM FERDERICK.
 EM0332'4.4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF GRAND
 EM0332'AND MAIN STREETS IN FREDERICK, 62 FEET WEST OF THE CENTER OF THE
 EM0332'HIGHWAY, 38 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 33 FEET
 EM0332'SOUTHWEST OF THE WITNESS POST, 23 FEET NORTHEAST OF A POWER POLE, SET
 EM0332'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0333 ***********************************************************************
 EM0333  DESIGNATION -  ERICK RM 2
 EM0333  PID         -  EM0333
 EM0333  STATE/COUNTY-  OK/TILLMAN
 EM0333  COUNTRY     -  US
 EM0333  USGS QUAD   -  FREDERICK (2018)
 EM0333
 EM0333                         *CURRENT SURVEY CONTROL
 EM0333  ______________________________________________________________________
 EM0333* NAD 83(1986) POSITION- 34 26 59.17   (N) 099 00 09.17   (W)   HD_HELD1
 EM0333* NAVD 88 ORTHO HEIGHT -   393.911 (meters)     1292.36  (feet) ADJUSTED
 EM0333  ______________________________________________________________________
 EM0333  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 EM0333  DYNAMIC HEIGHT  -        393.487 (meters)     1290.97  (feet) COMP
 EM0333  MODELED GRAVITY -    979,548.0   (mgal)                       NAVD 88
 EM0333
 EM0333  VERT ORDER      -  SECOND    CLASS 0
 EM0333
 EM0333.The horizontal coordinates were determined by differentially corrected
 EM0333.hand held GPS observations or other comparable positioning techniques
 EM0333.and have an estimated accuracy of +/- 3 meters.
 EM0333
 EM0333.The orthometric height was determined by differential leveling and
 EM0333.adjusted by the NATIONAL GEODETIC SURVEY
 EM0333.in June 1991.
 EM0333
 EM0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0333.GEOID18 height accuracy estimate available here.
 EM0333
 EM0333.Click photographs - Photos may exist for this station.
 EM0333
 EM0333.The dynamic height is computed by dividing the NAVD 88
 EM0333.geopotential number by the normal gravity value computed on the
 EM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0333.degrees latitude (g = 980.6199 gals.).
 EM0333
 EM0333.The modeled gravity was interpolated from observed gravity values.
 EM0333
 EM0333;                    North         East    Units  Estimated Accuracy
 EM0333;SPC OK S     -   124,296.1     507,878.1     MT  (+/- 3 meters HH1 GPS) 
 EM0333
 EM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9976612027(NAD 83)
 EM0333
 EM0333                          SUPERSEDED SURVEY CONTROL
 EM0333
 EM0333  NGVD 29 (??/??/92)  393.780  (m)         1291.93   (f) ADJ UNCH    2 0
 EM0333
 EM0333.Superseded values are not recommended for survey control.
 EM0333
 EM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0333.See file dsdata.pdf to determine how the superseded data were derived.
 EM0333
 EM0333_MARKER: DR = REFERENCE MARK DISK
 EM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0333_STAMPING: ERICK NO 2 1961
 EM0333_MARK LOGO: CGS
 EM0333_PROJECTION: FLUSH
 EM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0333+STABILITY: SURFACE MOTION
 EM0333
 EM0333  HISTORY     - Date     Condition        Report By
 EM0333  HISTORY     - 1961     MONUMENTED       CGS
 EM0333
 EM0333                          STATION DESCRIPTION
 EM0333
 EM0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0333'4.4 MI N FROM FERDERICK.
 EM0333'4.4 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF GRAND
 EM0333'AND MAIN STREETS IN FERDERICK, 81 FEET WEST OF THE CENER OF THE
 EM0333'HIGHWAY, 13 FEET NORTHWEST OF THE WITNESS POST, 20 FEET SOUTH OF A
 EM0333'GRAVELED ROAD, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 EM0333'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0762 ***********************************************************************
 GG0762  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0762  DESIGNATION -  ESTELLE
 GG0762  PID         -  GG0762
 GG0762  STATE/COUNTY-  OK/CRAIG
 GG0762  COUNTRY     -  US
 GG0762  USGS QUAD   -  ESTELLA (2019)
 GG0762
 GG0762                         *CURRENT SURVEY CONTROL
 GG0762  ______________________________________________________________________
 GG0762* NAD 83(2011) POSITION- 36 41 05.07599(N) 095 20 54.77873(W)   ADJUSTED
 GG0762* NAD 83(2011) ELLIP HT-   248.688 (meters)        (11/01/23)   ADJUSTED
 GG0762* NAD 83(2011) EPOCH   -  2010.00
 GG0762* NAVD 88 ORTHO HEIGHT -   278.03  (meters)      912.2   (feet) GPS OBS
 GG0762  ______________________________________________________________________
 GG0762  GEOID HEIGHT    -        -29.354 (meters)                     GEOID18
 GG0762  NAD 83(2011) X  -   -477,366.224 (meters)                     COMP
 GG0762  NAD 83(2011) Y  - -5,098,873.166 (meters)                     COMP
 GG0762  NAD 83(2011) Z  -  3,789,543.275 (meters)                     COMP
 GG0762  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 GG0762
 GG0762  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0762  Standards:
 GG0762         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0762            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0762  -------------------------------------------------------------------
 GG0762  NETWORK    0.64   1.53           0.28   0.24   0.78     -0.07918366
 GG0762  -------------------------------------------------------------------
 GG0762  Click here for local accuracies and other accuracy information.
 GG0762
 GG0762.The horizontal coordinates were established by GPS observations
 GG0762.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0762
 GG0762.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0762.been affixed to the stable North American tectonic plate. See 
 GG0762.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0762
 GG0762.The horizontal coordinates are valid at the epoch date displayed above
 GG0762.which is a decimal equivalence of Year/Month/Day.
 GG0762
 GG0762.The orthometric height was determined by GPS observations and a
 GG0762.high-resolution geoid model using precise GPS observation and
 GG0762.processing techniques.
 GG0762
 GG0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0762.GEOID18 height accuracy estimate available here.
 GG0762
 GG0762.Click photographs - Photos may exist for this station.
 GG0762
 GG0762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0762
 GG0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0762
 GG0762.The ellipsoidal height was determined by GPS observations
 GG0762.and is referenced to NAD 83.
 GG0762
 GG0762. The following values were computed from the NAD 83(2011) position.
 GG0762
 GG0762;                    North         East     Units Scale Factor Converg.
 GG0762;SPC OK N     -   190,167.747   836,948.054   MT  0.99998608   +1 33 53.1
 GG0762;SPC OK N     -   623,908.68  2,745,887.07   sFT  0.99998608   +1 33 53.1
 GG0762;UTM  15      - 4,062,470.964   290,158.783   MT  1.00014252   -1 24 12.8
 GG0762
 GG0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0762!SPC OK N     -   0.99996097  x   0.99998608  =   0.99994705
 GG0762!UTM  15      -   0.99996097  x   1.00014252  =   1.00010349
 GG0762
 GG0762:                Primary Azimuth Mark                     Grid Az
 GG0762:SPC OK N     -  ESTELLE AZ MK                            296 37 04.9
 GG0762:UTM  15      -  ESTELLE AZ MK                            299 35 10.8
 GG0762
 GG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9015862470(NAD 83)
 GG0762
 GG0762|---------------------------------------------------------------------|
 GG0762| PID    Reference Object                     Distance      Geod. Az  |
 GG0762|                                                           dddmmss.s |
 GG0762| CI0838 ESTELLE RM 1                         25.888 METERS 22251     |
 GG0762| CI0837 ESTELLE AZ MK                                      2981058.0 |
 GG0762| CI0839 ESTELLE RM 2                         23.591 METERS 30641     |
 GG0762|---------------------------------------------------------------------|
 GG0762
 GG0762                          SUPERSEDED SURVEY CONTROL
 GG0762
 GG0762  NAD 83(1997)-  36 41 05.07884(N)    095 20 54.77821(W) AD(       ) 2
 GG0762  NAD 83(1993)-  36 41 05.08058(N)    095 20 54.77853(W) AD(       ) 2
 GG0762  NAD 83(1986)-  36 41 05.10121(N)    095 20 54.76273(W) AD(       ) 2
 GG0762  NAD 27      -  36 41 04.78710(N)    095 20 53.85100(W) AD(       ) 2
 GG0762  NGVD 29 (07/19/86)  274.5    (m)          901.     (f) VERT ANG       
 GG0762
 GG0762.Superseded values are not recommended for survey control.
 GG0762
 GG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0762.See file dsdata.pdf to determine how the superseded data were derived.
 GG0762
 GG0762_MARKER: DS = TRIANGULATION STATION DISK
 GG0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0762_STAMPING: ESTELLE 1958
 GG0762_MARK LOGO: CGS
 GG0762_PROJECTION: FLUSH
 GG0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0762+STABILITY: SURFACE MOTION
 GG0762
 GG0762  HISTORY     - Date     Condition        Report By
 GG0762  HISTORY     - 1958     MONUMENTED       CGS
 GG0762  HISTORY     - 1968     GOOD             USGS
 GG0762  HISTORY     - 20230720 GOOD             OKDOT
 GG0762
 GG0762                          STATION DESCRIPTION
 GG0762
 GG0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0762'STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF VINITA, 9
 GG0762'MILES SOUTH OF CENTRALIA.  IT IS 69 FEET SOUTH OF THE CENTER
 GG0762'OF U.S. HIGHWAY 60, 22 FEET NORTH OF A POWERLINE POLE AND
 GG0762'6 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2
 GG0762'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ESTELLE
 GG0762'1958.
 GG0762'
 GG0762'REFERENCE MARK NO. 1 IS 64 FEET SOUTHWEST OF A POWERLINE POLE,
 GG0762'21 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTH OF
 GG0762'A WIRE FENCE LINE.  THE MARK PROJECTS 2 INCHES ABOVE THE
 GG0762'SURFACE OF THE GROUND AND IS STAMPED ESTELLE NO 1 1958.
 GG0762'
 GG0762'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTER OF U.S.
 GG0762'HIGHWAY 60, 44 FEET WEST OF A TELEPHONE POLE AND SET IN
 GG0762'A WIRE FENCE LINE.  THE MARK PROJECTS 2 INCHES ABOVE THE
 GG0762'SURFACE OF THE GROUND AND IS STAMPED ESTELLE NO 2 1958.
 GG0762'
 GG0762'AZIMUTH MARK IS 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 GG0762'60, 2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 GG0762'WIRE FENCE LINE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 GG0762'OF THE GROUND AND IS STAMPED ESTELLE 1958.
 GG0762'
 GG0762'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60-66-69 AND 59 AT
 GG0762'THE CITY HALL IN VINITA, FOLLOW U.S. HIGHWAY 60 WEST AND SOUTH
 GG0762'FOR 5.1 MILES TO THE JUNCTION OF 60 AND 69 ABOUT 1 MILE
 GG0762'NORTHEAST OF WHITEOAK, TURN RIGHT ON U.S. HIGHWAY 60 AND GO
 GG0762'7.6 MILES TO THE STATION ON LEFT AS DESCRIBED.
 GG0762'
 GG0762'TO REACH AZIMUTH MARK FROM THE STATION CONTINUE ON U.S. HIGHWAY
 GG0762'60 FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 GG0762'
 GG0762'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 GG0762
 GG0762                          STATION RECOVERY (1968)
 GG0762
 GG0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0762'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GG0762
 GG0762                          STATION RECOVERY (2023)
 GG0762
 GG0762'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0762'RECOVERED IN GOOD CONDITION BY OKDOT.  (BRE) TO REACH MARK FROM NOWATA
 GG0762'GO EAST FROM THE US-169 AND US 60 INTERSECTION FOR APPROXIMATELY 15.8
 GG0762'MI (25.4 KM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0959 ***********************************************************************
 GH0959  DESIGNATION -  ET 1 JA
 GH0959  PID         -  GH0959
 GH0959  STATE/COUNTY-  OK/OSAGE
 GH0959  COUNTRY     -  US
 GH0959  USGS QUAD   -  CLEVELAND (2018)
 GH0959
 GH0959                         *CURRENT SURVEY CONTROL
 GH0959  ______________________________________________________________________
 GH0959* NAD 83(1993) POSITION- 36 22 08.45303(N) 096 22 29.12757(W)   ADJUSTED
 GH0959* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) SCALED
 GH0959  ______________________________________________________________________
 GH0959  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 GH0959  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 GH0959  HORZ ORDER      -  THIRD
 GH0959
 GH0959.The horizontal coordinates were established by classical geodetic methods
 GH0959.and adjusted by the National Geodetic Survey in November 1994.
 GH0959
 GH0959.The orthometric height was scaled from a topographic map.
 GH0959
 GH0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0959.GEOID18 height accuracy estimate available here.
 GH0959
 GH0959.Click photographs - Photos may exist for this station.
 GH0959
 GH0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0959
 GH0959. The following values were computed from the NAD 83(1993) position.
 GH0959
 GH0959;                    North         East     Units Scale Factor Converg.
 GH0959;SPC OK N     -   153,117.878   745,838.241   MT  0.99995158   +0 57 32.9
 GH0959;SPC OK N     -   502,354.24  2,446,970.96   sFT  0.99995158   +0 57 32.9
 GH0959;UTM  14      - 4,028,079.738   735,524.311   MT  1.00028351   +1 33 26.8
 GH0959
 GH0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0959!SPC OK N     -   0.99995719  x   0.99995158  =   0.99990877
 GH0959!UTM  14      -   0.99995719  x   1.00028351  =   1.00024069
 GH0959
 GH0959:                Primary Azimuth Mark                     Grid Az
 GH0959:SPC OK N     -  HOMINY BABTIST CHURCH SPIRE              340 11 17.3
 GH0959:UTM  14      -  HOMINY BABTIST CHURCH SPIRE              339 35 23.4
 GH0959
 GH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3552428079(NAD 83)
 GH0959
 GH0959|---------------------------------------------------------------------|
 GH0959| PID    Reference Object                     Distance      Geod. Az  |
 GH0959|                                                           dddmmss.s |
 GH0959| GH0958 INDIAN MOUND                        APPROX. 9.3 KM 1565821.2 |
 GH0959| CI0131 HOMINY BABTIST CHURCH SPIRE                        3410850.2 |
 GH0959|---------------------------------------------------------------------|
 GH0959
 GH0959                          SUPERSEDED SURVEY CONTROL
 GH0959
 GH0959  NAD 83(1986)-  36 22 08.47023(N)    096 22 29.11516(W) AD(       ) 3
 GH0959  NAD 27      -  36 22 08.20250(N)    096 22 28.04229(W) AD(       ) 3
 GH0959
 GH0959.Superseded values are not recommended for survey control.
 GH0959
 GH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0959.See file dsdata.pdf to determine how the superseded data were derived.
 GH0959
 GH0959_MARKER: DD = SURVEY DISK
 GH0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0959_STAMPING: ET 1 JA 1965
 GH0959_MARK LOGO: USGS
 GH0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0959+STABILITY: SURFACE MOTION
 GH0959
 GH0959  HISTORY     - Date     Condition        Report By
 GH0959  HISTORY     - 1965     MONUMENTED       USGS
 GH0959
 GH0959                          STATION DESCRIPTION
 GH0959
 GH0959'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GH0959'HOMINY, 3.0 MI S. AND 0.75 MI E. OF, T. 22 N., R. 9 E., NEAR CENTER E.
 GH0959'HALF SEC. 19, ABOUT 0.5 MI SSW. OF Y - RD. E., 58 FT N. AND 275 FT W.
 GH0959'OF TRAIL AT WIRE GATE IN E. - W. FENCE, ON E. SLOPE OF LARGE HILL, 50
 GH0959'FT E. OF CLUMP OF 8 5 - IN. OAK TREES, IN A 2 X 5 FT SANDSTONE,
 GH0959'STANDARD TABLET STAMPED---ET 1 JA 1965---.  AZIMUTH TO SPIRE OF FIRST
 GH0959'BAPTIST CHURCH IN HOMINY ABOUT 3.0 MI DISTANT--N 18 DEG 51 MIN 05
 GH0959'SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0823 ***********************************************************************
 GK0823  DESIGNATION -  ET 1 JS
 GK0823  PID         -  GK0823
 GK0823  STATE/COUNTY-  OK/TEXAS
 GK0823  COUNTRY     -  US
 GK0823  USGS QUAD   -  STRAIGHT SW (2018)
 GK0823
 GK0823                         *CURRENT SURVEY CONTROL
 GK0823  ______________________________________________________________________
 GK0823* NAD 83(1997) POSITION- 36 45 36.43189(N) 101 28 28.08087(W)   ADJUSTED
 GK0823* NAVD 88 ORTHO HEIGHT -   953.    (meters)     3127.    (feet) SCALED
 GK0823  ______________________________________________________________________
 GK0823  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 GK0823  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC18
 GK0823  HORZ ORDER      -  THIRD
 GK0823
 GK0823.The horizontal coordinates were established by classical geodetic methods
 GK0823.and adjusted by the National Geodetic Survey in October 1998.
 GK0823
 GK0823.The orthometric height was scaled from a topographic map.
 GK0823
 GK0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0823.GEOID18 height accuracy estimate available here.
 GK0823
 GK0823.Click photographs - Photos may exist for this station.
 GK0823
 GK0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0823
 GK0823. The following values were computed from the NAD 83(1997) position.
 GK0823
 GK0823;                    North         East     Units Scale Factor Converg.
 GK0823;SPC OK N     -   200,847.322   289,829.664   MT  0.99999881   -2 03 01.6
 GK0823;SPC OK N     -   658,946.59    950,882.82   sFT  0.99999881   -2 03 01.6
 GK0823;UTM  14      - 4,071,117.696   279,122.313   MT  1.00020108   -1 28 53.3
 GK0823
 GK0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0823!SPC OK N     -   0.99985453  x   0.99999881  =   0.99985334
 GK0823!UTM  14      -   0.99985453  x   1.00020108  =   1.00005558
 GK0823
 GK0823:                Primary Azimuth Mark                     Grid Az
 GK0823:SPC OK N     -  GUYMON MUN WATER TANK LARGEST            184 54 14.1
 GK0823:UTM  14      -  GUYMON MUN WATER TANK LARGEST            184 20 05.8
 GK0823
 GK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7912271117(NAD 83)
 GK0823
 GK0823|---------------------------------------------------------------------|
 GK0823| PID    Reference Object                     Distance      Geod. Az  |
 GK0823|                                                           dddmmss.s |
 GK0823| CM8942 GUYMON MUN WATER TANK LARGEST                      1825112.5 |
 GK0823|---------------------------------------------------------------------|
 GK0823
 GK0823                          SUPERSEDED SURVEY CONTROL
 GK0823
 GK0823  NAD 83(1993)-  36 45 36.43269(N)    101 28 28.08327(W) AD(       ) 3
 GK0823  NAD 83(1986)-  36 45 36.43739(N)    101 28 28.06936(W) AD(       ) 3
 GK0823  NAD 27      -  36 45 36.37130(N)    101 28 26.45726(W) AD(       ) 3
 GK0823
 GK0823.Superseded values are not recommended for survey control.
 GK0823
 GK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0823.See file dsdata.pdf to determine how the superseded data were derived.
 GK0823
 GK0823_MARKER: DD = SURVEY DISK
 GK0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0823_STAMPING: ET 1 JS 1965
 GK0823_MARK LOGO: USGS
 GK0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0823+STABILITY: SURFACE MOTION
 GK0823
 GK0823  HISTORY     - Date     Condition        Report By
 GK0823  HISTORY     - 1965     MONUMENTED       USGS
 GK0823
 GK0823                          STATION DESCRIPTION
 GK0823
 GK0823'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JS)
 GK0823'GUYMON, ABOUT 5.5 MI N. AND 0.5 MI E. OF, 762 FT S. OF CROSSROADS AT
 GK0823'COR. OF SECS. 5, 6, 31 AND 32, TPS. 3 AND 4 N., R. 15 E., ON HIGHEST
 GK0823'POINT OF LOW, SANDY KNOLL, 31 FT E. OF N. - S. RD., 28 FT S. OF W.
 GK0823'POST OF DOUBLE POLE POWER LINE, 2 FT N. OF METAL WITNESS POST.  IN
 GK0823'CONCRETE POST.  STANDARD TABLET STAMPED---ET 1 JS 1965---  TO LARGEST
 GK0823'MUNICIPAL WATER TK IN GUYMON ABOUT 5.0 MI DISTANT--S 02 DEG 51 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1007 ***********************************************************************
 GH1007  DESIGNATION -  ET 1 LR
 GH1007  PID         -  GH1007
 GH1007  STATE/COUNTY-  OK/OSAGE
 GH1007  COUNTRY     -  US
 GH1007  USGS QUAD   -  BACONRIND CREEK (2018)
 GH1007
 GH1007                         *CURRENT SURVEY CONTROL
 GH1007  ______________________________________________________________________
 GH1007* NAD 83(1997) POSITION- 36 40 50.42706(N) 096 34 13.09967(W)   ADJUSTED
 GH1007* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 GH1007  ______________________________________________________________________
 GH1007  GEOID HEIGHT    -        -28.506 (meters)                     GEOID18
 GH1007  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 GH1007  HORZ ORDER      -  THIRD
 GH1007
 GH1007.The horizontal coordinates were established by classical geodetic methods
 GH1007.and adjusted by the National Geodetic Survey in October 1998.
 GH1007
 GH1007.The orthometric height was scaled from a topographic map.
 GH1007
 GH1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1007.GEOID18 height accuracy estimate available here.
 GH1007
 GH1007.Click photographs - Photos may exist for this station.
 GH1007
 GH1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1007
 GH1007. The following values were computed from the NAD 83(1997) position.
 GH1007
 GH1007;                    North         East     Units Scale Factor Converg.
 GH1007;SPC OK N     -   187,421.347   727,783.210   MT  0.99998544   +0 50 37.4
 GH1007;SPC OK N     -   614,898.20  2,387,735.41   sFT  0.99998544   +0 50 37.4
 GH1007;UTM  14      - 4,062,200.213   717,104.132   MT  1.00018073   +1 27 07.0
 GH1007
 GH1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1007!SPC OK N     -   0.99995141  x   0.99998544  =   0.99993685
 GH1007!UTM  14      -   0.99995141  x   1.00018073  =   1.00013213
 GH1007
 GH1007:                Primary Azimuth Mark                     Grid Az
 GH1007:SPC OK N     -  BURBANK                                  279 21 05.8
 GH1007:UTM  14      -  BURBANK                                  278 44 36.2
 GH1007
 GH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1710462200(NAD 83)
 GH1007
 GH1007|---------------------------------------------------------------------|
 GH1007| PID    Reference Object                     Distance      Geod. Az  |
 GH1007|                                                           dddmmss.s |
 GH1007| GH1010 BURBANK                             APPROX. 8.0 KM 2801143.2 |
 GH1007|---------------------------------------------------------------------|
 GH1007
 GH1007                          SUPERSEDED SURVEY CONTROL
 GH1007
 GH1007  NAD 83(1993)-  36 40 50.42709(N)    096 34 13.09950(W) AD(       ) 3
 GH1007  NAD 83(1986)-  36 40 50.44456(N)    096 34 13.08487(W) AD(       ) 3
 GH1007  NAD 27      -  36 40 50.24346(N)    096 34 11.98543(W) AD(       ) 3
 GH1007
 GH1007.Superseded values are not recommended for survey control.
 GH1007
 GH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1007.See file dsdata.pdf to determine how the superseded data were derived.
 GH1007
 GH1007_MARKER: DD = SURVEY DISK
 GH1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1007_STAMPING: ET 1 LR 1959
 GH1007_MARK LOGO: USGS
 GH1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1007+STABILITY: SURFACE MOTION
 GH1007
 GH1007  HISTORY     - Date     Condition        Report By
 GH1007  HISTORY     - 1959     MONUMENTED       USGS
 GH1007
 GH1007                          STATION DESCRIPTION
 GH1007
 GH1007'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH1007'PAWHUSKA, 12.5 MI W. OF.  NEAR E. SIXTEENTH COR. SECS. 5 AND 30.  T.
 GH1007'26 N., R. 7 E..  ABOUT 0.3 MI W. OF T - RD. S..  72 FT N. OF CENTER OF
 GH1007'U.S. HIGHWAY 60 AND 26 FT N. OF RIGHT - OF - WAY FENCE.  A STANDARD
 GH1007'TABLET SET IN A CONCRETE POST AND STAMPED---ET 1 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0924 ***********************************************************************
 GH0924  DESIGNATION -  ET 11 LOW
 GH0924  PID         -  GH0924
 GH0924  STATE/COUNTY-  OK/OSAGE
 GH0924  COUNTRY     -  US
 GH0924  USGS QUAD   -  HAPPY HOLLOW (2018)
 GH0924
 GH0924                         *CURRENT SURVEY CONTROL
 GH0924  ______________________________________________________________________
 GH0924* NAD 83(1993) POSITION- 36 30 18.82659(N) 096 22 38.65017(W)   ADJUSTED
 GH0924* NAVD 88 ORTHO HEIGHT -   303.    (meters)      994.    (feet) SCALED
 GH0924  ______________________________________________________________________
 GH0924  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GH0924  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 GH0924  HORZ ORDER      -  THIRD
 GH0924
 GH0924.The horizontal coordinates were established by classical geodetic methods
 GH0924.and adjusted by the National Geodetic Survey in November 1994.
 GH0924
 GH0924.The orthometric height was scaled from a topographic map.
 GH0924
 GH0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0924.GEOID18 height accuracy estimate available here.
 GH0924
 GH0924.Click photographs - Photos may exist for this station.
 GH0924
 GH0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0924
 GH0924. The following values were computed from the NAD 83(1993) position.
 GH0924
 GH0924;                    North         East     Units Scale Factor Converg.
 GH0924;SPC OK N     -   168,226.515   745,348.307   MT  0.99996274   +0 57 27.3
 GH0924;SPC OK N     -   551,923.16  2,445,363.57   sFT  0.99996274   +0 57 27.3
 GH0924;UTM  14      - 4,043,187.315   734,875.764   MT  1.00027973   +1 33 39.2
 GH0924
 GH0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0924!SPC OK N     -   0.99995687  x   0.99996274  =   0.99991962
 GH0924!UTM  14      -   0.99995687  x   1.00027973  =   1.00023659
 GH0924
 GH0924:                Primary Azimuth Mark                     Grid Az
 GH0924:SPC OK N     -  TOP OF RADIO MAST                        191 32 18.2
 GH0924:UTM  14      -  TOP OF RADIO MAST                        190 56 06.3
 GH0924
 GH0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3487543187(NAD 83)
 GH0924
 GH0924|---------------------------------------------------------------------|
 GH0924| PID    Reference Object                     Distance      Geod. Az  |
 GH0924|                                                           dddmmss.s |
 GH0924| GH0922 STA 2 LES                           APPROX. 8.2 KM 0112625.1 |
 GH0924| CI3593 WEST GABLE BROWN HOUSE                             1171450.8 |
 GH0924| CI3435 TOP OF RADIO MAST                                  1922945.5 |
 GH0924|---------------------------------------------------------------------|
 GH0924
 GH0924                          SUPERSEDED SURVEY CONTROL
 GH0924
 GH0924  NAD 83(1986)-  36 30 18.85307(N)    096 22 38.63681(W) AD(       ) 3
 GH0924  NAD 27      -  36 30 18.50489(N)    096 22 37.58468(W) AD(       ) 3
 GH0924
 GH0924.Superseded values are not recommended for survey control.
 GH0924
 GH0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0924.See file dsdata.pdf to determine how the superseded data were derived.
 GH0924
 GH0924_MARKER: DD = SURVEY DISK
 GH0924_SETTING: 66 = SET IN ROCK OUTCROP
 GH0924_STAMPING: ET 11 LOW 1963
 GH0924_MARK LOGO: USGS
 GH0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0924+STABILITY: POSITION/ELEVATION WELL
 GH0924
 GH0924  HISTORY     - Date     Condition        Report By
 GH0924  HISTORY     - 1963     MONUMENTED       USGS
 GH0924
 GH0924                          STATION DESCRIPTION
 GH0924
 GH0924'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GH0924'WYNONA, 3.0 MI S. AND 3.0 MI W. OF.  IN THE NE QUARTER OF SEC. 6, T.
 GH0924'23 N., R. 9 E..  THE MARK IS ON THE N. END OF A PROMINENT RIDGE.
 GH0924'ABOUT 1000 FT S. OF AN E. - W.  RD..  A STANDARD TABLET SET IN A 3 X 3
 GH0924'FT ROCK OUTCROP.  STAMPED---ET 11 LOW 1963---.  AZIMUTH TO W. GABLE OF
 GH0924'BROWN HOUSE ABOUT 2.0 MI DISTANT--297 14 50.  AZIMUTH TO TOP OF RADIO
 GH0924'MAST ABOUT 1.0 MI DISTANT--S 12 DEG 29 MIN 45 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0929 ***********************************************************************
 GH0929  DESIGNATION -  ET 11 LR
 GH0929  PID         -  GH0929
 GH0929  STATE/COUNTY-  OK/OSAGE
 GH0929  COUNTRY     -  US
 GH0929  USGS QUAD   -  NANOS (2018)
 GH0929
 GH0929                         *CURRENT SURVEY CONTROL
 GH0929  ______________________________________________________________________
 GH0929* NAD 83(1997) POSITION- 36 50 33.11553(N) 096 17 46.44940(W)   ADJUSTED
 GH0929* NAVD 88 ORTHO HEIGHT -   344.3   (meters)     1130.    (feet) VERTCON3
 GH0929  ______________________________________________________________________
 GH0929  GEOID HEIGHT    -        -28.735 (meters)                     GEOID18
 GH0929  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 GH0929  HORZ ORDER      -  THIRD
 GH0929  VERT ORDER      -  THIRD ? (See Below)
 GH0929
 GH0929.The horizontal coordinates were established by classical geodetic methods
 GH0929.and adjusted by the National Geodetic Survey in October 1998.
 GH0929
 GH0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0929
 GH0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0929.GEOID18 height accuracy estimate available here.
 GH0929
 GH0929.The vertical order pertains to the NGVD 29 superseded value.
 GH0929
 GH0929.Click photographs - Photos may exist for this station.
 GH0929
 GH0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0929
 GH0929. The following values were computed from the NAD 83(1997) position.
 GH0929
 GH0929;                    North         East     Units Scale Factor Converg.
 GH0929;SPC OK N     -   205,775.751   751,961.485   MT  1.00001472   +1 00 19.7
 GH0929;SPC OK N     -   675,115.94  2,467,060.31   sFT  1.00001472   +1 00 19.7
 GH0929;UTM  14      - 4,080,816.551   741,090.834   MT  1.00031613   +1 37 19.2
 GH0929
 GH0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0929!SPC OK N     -   0.99995048  x   1.00001472  =   0.99996520
 GH0929!UTM  14      -   0.99995048  x   1.00031613  =   1.00026660
 GH0929
 GH0929:                Primary Azimuth Mark                     Grid Az
 GH0929:SPC OK N     -  ET12LR                                   073 03 22.4
 GH0929:UTM  14      -  ET12LR                                   072 26 22.9
 GH0929
 GH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4109080816(NAD 83)
 GH0929
 GH0929|---------------------------------------------------------------------|
 GH0929| PID    Reference Object                     Distance      Geod. Az  |
 GH0929|                                                           dddmmss.s |
 GH0929| GH0893 ET12LR                              APPROX. 6.7 KM 0740342.1 |
 GH0929|---------------------------------------------------------------------|
 GH0929
 GH0929                          SUPERSEDED SURVEY CONTROL
 GH0929
 GH0929  NAD 83(1993)-  36 50 33.11714(N)    096 17 46.45288(W) AD(       ) 3
 GH0929  NAD 83(1986)-  36 50 33.14092(N)    096 17 46.43472(W) AD(       ) 3
 GH0929  NAD 27      -  36 50 32.83316(N)    096 17 45.42233(W) AD(       ) 3
 GH0929
 GH0929.Superseded values are not recommended for survey control.
 GH0929
 GH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0929.See file dsdata.pdf to determine how the superseded data were derived.
 GH0929
 GH0929_MARKER: DD = SURVEY DISK
 GH0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0929_STAMPING: ET 11 LR 1959
 GH0929_MARK LOGO: USGS
 GH0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0929+STABILITY: SURFACE MOTION
 GH0929
 GH0929  HISTORY     - Date     Condition        Report By
 GH0929  HISTORY     - 1959     MONUMENTED       USGS
 GH0929
 GH0929                          STATION DESCRIPTION
 GH0929
 GH0929'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0929'PAWHUSKA, 12.0 MI N. AND 3.0 MI E. OF.  BIGHEART, 1.0 MI S. AND 4.0 MI
 GH0929'W. OF.  IN SW QUARTER SEC 1, T. 27 N., R. 9 E..  ABOUT 400 FT SE. OF
 GH0929'THE SE. CORNER OF A STOCK PEN.  A STANDARD TABLET SET IN A CONCRETE
 GH0929'POST.  STAMPED---ET 11 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0957 ***********************************************************************
 GH0957  DESIGNATION -  ET 12 LOW
 GH0957  PID         -  GH0957
 GH0957  STATE/COUNTY-  OK/OSAGE
 GH0957  COUNTRY     -  US
 GH0957  USGS QUAD   -  HOMINY NE (2018)
 GH0957
 GH0957                         *CURRENT SURVEY CONTROL
 GH0957  ______________________________________________________________________
 GH0957* NAD 83(1993) POSITION- 36 29 32.81327(N) 096 15 43.41715(W)   ADJUSTED
 GH0957* NAVD 88 ORTHO HEIGHT -   299.5   (meters)      983.    (feet) VERTCON3
 GH0957  ______________________________________________________________________
 GH0957  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 GH0957  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GH0957  HORZ ORDER      -  THIRD
 GH0957  VERT ORDER      -  THIRD ? (See Below)
 GH0957
 GH0957.The horizontal coordinates were established by classical geodetic methods
 GH0957.and adjusted by the National Geodetic Survey in November 1994.
 GH0957
 GH0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0957
 GH0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0957.GEOID18 height accuracy estimate available here.
 GH0957
 GH0957.The vertical order pertains to the NGVD 29 superseded value.
 GH0957
 GH0957.Click photographs - Photos may exist for this station.
 GH0957
 GH0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0957
 GH0957. The following values were computed from the NAD 83(1993) position.
 GH0957
 GH0957;                    North         East     Units Scale Factor Converg.
 GH0957;SPC OK N     -   166,987.272   755,704.728   MT  0.99996145   +1 01 32.3
 GH0957;SPC OK N     -   547,857.41  2,479,341.26   sFT  0.99996145   +1 01 32.3
 GH0957;UTM  14      - 4,042,056.811   745,248.271   MT  1.00034110   +1 37 44.8
 GH0957
 GH0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0957!SPC OK N     -   0.99995744  x   0.99996145  =   0.99991889
 GH0957!UTM  14      -   0.99995744  x   1.00034110  =   1.00029852
 GH0957
 GH0957:                Primary Azimuth Mark                     Grid Az
 GH0957:SPC OK N     -  VENT PIPE ON TALLEST TANK                178 55 04.4
 GH0957:UTM  14      -  VENT PIPE ON TALLEST TANK                178 18 51.9
 GH0957
 GH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4524842056(NAD 83)
 GH0957
 GH0957|---------------------------------------------------------------------|
 GH0957| PID    Reference Object                     Distance      Geod. Az  |
 GH0957|                                                           dddmmss.s |
 GH0957| GH0912 STA 9 LES                           APPROX. 3.9 KM 0464128.9 |
 GH0957| CI3514 VENT PIPE ON TALLEST TANK                          1795636.7 |
 GH0957| CI2832 WYNONA TANK                                        3143953.2 |
 GH0957|---------------------------------------------------------------------|
 GH0957
 GH0957                          SUPERSEDED SURVEY CONTROL
 GH0957
 GH0957  NAD 83(1986)-  36 29 32.83796(N)    096 15 43.40461(W) AD(       ) 3
 GH0957  NAD 27      -  36 29 32.50059(N)    096 15 42.35985(W) AD(       ) 3
 GH0957
 GH0957.Superseded values are not recommended for survey control.
 GH0957
 GH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0957.See file dsdata.pdf to determine how the superseded data were derived.
 GH0957
 GH0957_MARKER: DD = SURVEY DISK
 GH0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0957_STAMPING: ET 12 LOW 1963
 GH0957_MARK LOGO: USGS
 GH0957_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0957+STABILITY: SURFACE MOTION
 GH0957
 GH0957  HISTORY     - Date     Condition        Report By
 GH0957  HISTORY     - 1963     MONUMENTED       USGS
 GH0957
 GH0957                          STATION DESCRIPTION
 GH0957
 GH0957'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GH0957'WYNONA, 3.5 MI S. AND 3.5 MI E. OF.  IN THE SW QUARTER OF SEC. 5, T.
 GH0957'23 N., R. 10 E..  ABOUT 500 FT ESE. OF A T - RD. S., 32 FT S. OF A
 GH0957'E. - W. RD..  A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2
 GH0957'IN., STAMPED---ET 12 LOW 1963---.  (NOTE--TOWER OVER STATION AT 25.7
 GH0957'FT)  AZIMUTH TO WYNONA TANK ABOUT 5.0 MI DISTANT--N 45 DEG 20 MIN 10
 GH0957'SEC W.  AZIMUTH TO VENT PIPE ON TALLEST OIL TANK ABOUT 2.5 MI
 GH0957'DISTANT--S 00 DEG 03 MIN 25 SEC E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0909 ***********************************************************************
 GH0909  DESIGNATION -  ET 13 LOW
 GH0909  PID         -  GH0909
 GH0909  STATE/COUNTY-  OK/OSAGE
 GH0909  COUNTRY     -  US
 GH0909  USGS QUAD   -  WOLCO (2018)
 GH0909
 GH0909                         *CURRENT SURVEY CONTROL
 GH0909  ______________________________________________________________________
 GH0909* NAD 83(1993) POSITION- 36 30 21.97521(N) 096 07 13.72078(W)   ADJUSTED
 GH0909* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 GH0909  ______________________________________________________________________
 GH0909  GEOID HEIGHT    -        -28.567 (meters)                     GEOID18
 GH0909  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 GH0909  HORZ ORDER      -  THIRD
 GH0909
 GH0909.The horizontal coordinates were established by classical geodetic methods
 GH0909.and adjusted by the National Geodetic Survey in November 1994.
 GH0909
 GH0909.The orthometric height was scaled from a topographic map.
 GH0909
 GH0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0909.GEOID18 height accuracy estimate available here.
 GH0909
 GH0909.Click photographs - Photos may exist for this station.
 GH0909
 GH0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0909
 GH0909. The following values were computed from the NAD 83(1993) position.
 GH0909
 GH0909;                    North         East     Units Scale Factor Converg.
 GH0909;SPC OK N     -   168,738.636   768,358.451   MT  0.99996283   +1 06 33.1
 GH0909;SPC OK N     -   553,603.34  2,520,856.02   sFT  0.99996283   +1 06 33.1
 GH0909;UTM  14      - 4,043,942.285   757,888.104   MT  1.00041947   +1 42 50.4
 GH0909
 GH0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0909!SPC OK N     -   0.99996602  x   0.99996283  =   0.99992885
 GH0909!UTM  14      -   0.99996602  x   1.00041947  =   1.00038547
 GH0909
 GH0909:                Primary Azimuth Mark                     Grid Az
 GH0909:SPC OK N     -  SOUTH GABLE BROWN HOUSE                  003 45 41.4
 GH0909:UTM  14      -  SOUTH GABLE BROWN HOUSE                  003 09 24.1
 GH0909
 GH0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5788843942(NAD 83)
 GH0909
 GH0909|---------------------------------------------------------------------|
 GH0909| PID    Reference Object                     Distance      Geod. Az  |
 GH0909|                                                           dddmmss.s |
 GH0909| GH0908 STA 10 LES                          APPROX. 1.3 KM 0032713.8 |
 GH0909| CI3230 SOUTH GABLE BROWN HOUSE                            0045214.5 |
 GH0909| CI0166 BARNSDALL MWT W ONE OF TWO                         3244551.8 |
 GH0909|---------------------------------------------------------------------|
 GH0909
 GH0909                          SUPERSEDED SURVEY CONTROL
 GH0909
 GH0909  NAD 83(1986)-  36 30 21.99735(N)    096 07 13.70837(W) AD(       ) 3
 GH0909  NAD 27      -  36 30 21.68041(N)    096 07 12.67876(W) AD(       ) 3
 GH0909
 GH0909.Superseded values are not recommended for survey control.
 GH0909
 GH0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0909.See file dsdata.pdf to determine how the superseded data were derived.
 GH0909
 GH0909_MARKER: DD = SURVEY DISK
 GH0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0909_STAMPING: ET 13 LOW 1963
 GH0909_MARK LOGO: USGS
 GH0909_PROJECTION: PROJECTING
 GH0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0909+STABILITY: SURFACE MOTION
 GH0909
 GH0909  HISTORY     - Date     Condition        Report By
 GH0909  HISTORY     - 1963     MONUMENTED       USGS
 GH0909
 GH0909                          STATION DESCRIPTION
 GH0909
 GH0909'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GH0909'AVANT, 1.0 MI N. AND 3.5 MI W. OF.  NEAR THE COR. OF SECS. 33, 34, 3
 GH0909'AND 4, TPS. 23 AND 24 N., R. 11 E..  50 FT S. AND 93 FT E. OF A T -
 GH0909'RD. E..  A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 GH0909'PROJECTING 2 IN..  STAMPED---ET 13 LOW 1963---.  AZIMUTH TO S. GABLE
 GH0909'OF BROWN HOUSE ABOUT 0.3 MI DISTANT--N 4 DEG 52 MIN E.  AZIMUTH TO
 GH0909'MUNICIPAL WATER TANK AT BARNSDALL, W. ONE OF TWO, ABOUT 4.0 MI
 GH0909'DISTANT--N 35 DEG 14 MIN 25 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0915 ***********************************************************************
 GH0915  DESIGNATION -  ET 18 LR
 GH0915  PID         -  GH0915
 GH0915  STATE/COUNTY-  OK/OSAGE
 GH0915  COUNTRY     -  US
 GH0915  USGS QUAD   -  NELAGONEY (2018)
 GH0915
 GH0915                         *CURRENT SURVEY CONTROL
 GH0915  ______________________________________________________________________
 GH0915* NAD 83(1997) POSITION- 36 42 45.81391(N) 096 08 35.47012(W)   ADJUSTED
 GH0915* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 GH0915  ______________________________________________________________________
 GH0915  GEOID HEIGHT    -        -28.741 (meters)                     GEOID18
 GH0915  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 GH0915  HORZ ORDER      -  THIRD
 GH0915
 GH0915.The horizontal coordinates were established by classical geodetic methods
 GH0915.and adjusted by the National Geodetic Survey in October 1998.
 GH0915
 GH0915.The orthometric height was scaled from a topographic map.
 GH0915
 GH0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0915.GEOID18 height accuracy estimate available here.
 GH0915
 GH0915.Click photographs - Photos may exist for this station.
 GH0915
 GH0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0915
 GH0915. The following values were computed from the NAD 83(1997) position.
 GH0915
 GH0915;                    North         East     Units Scale Factor Converg.
 GH0915;SPC OK N     -   191,623.642   765,886.132   MT  0.99999060   +1 05 44.9
 GH0915;SPC OK N     -   628,685.23  2,512,744.75   sFT  0.99999060   +1 05 44.9
 GH0915;UTM  14      - 4,066,809.673   755,171.548   MT  1.00040226   +1 42 31.4
 GH0915
 GH0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0915!SPC OK N     -   0.99996385  x   0.99999060  =   0.99995445
 GH0915!UTM  14      -   0.99996385  x   1.00040226  =   1.00036609
 GH0915
 GH0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5517166809(NAD 83)
 GH0915
 GH0915                          SUPERSEDED SURVEY CONTROL
 GH0915
 GH0915  NAD 83(1993)-  36 42 45.81518(N)    096 08 35.47333(W) AD(       ) 3
 GH0915  NAD 83(1986)-  36 42 45.83809(N)    096 08 35.45314(W) AD(       ) 3
 GH0915  NAD 27      -  36 42 45.52313(N)    096 08 34.49756(W) AD(       ) 3
 GH0915
 GH0915.Superseded values are not recommended for survey control.
 GH0915
 GH0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0915.See file dsdata.pdf to determine how the superseded data were derived.
 GH0915
 GH0915_MARKER: DD = SURVEY DISK
 GH0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0915_STAMPING: ET 18 LR 1959
 GH0915_MARK LOGO: USGS
 GH0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0915+STABILITY: SURFACE MOTION
 GH0915
 GH0915  HISTORY     - Date     Condition        Report By
 GH0915  HISTORY     - 1959     MONUMENTED       USGS
 GH0915  HISTORY     - 20161029 POOR             OKDOT
 GH0915
 GH0915                          STATION DESCRIPTION
 GH0915
 GH0915'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0915'BARTLESVILLE, 3.0 MI S. AND 7.5 MI W. OF.  OKESA, 0.5 MI W. OF.  IN SE
 GH0915'QUARTER SEC. 20, T. 26 N., R. 11 E..  32 FT S. OF CENTERLINE OF RD.
 GH0915'AND DRIVE N..  1.5 FT N. OF FENCE AND 4 FT E. OF A POWER POLE.  A
 GH0915'STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---ET 18 LR 1959---.
 GH0915
 GH0915                          STATION RECOVERY (2016)
 GH0915
 GH0915'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0915'THE CONCRETE POST IS EASY TO FIND AS DESCRIBED. THE CAP HAS BEEN
 GH0915'ENTIRELY REMOVED FROM THE POST. THE POWER POLE FROM THE 1959
 GH0915'DESCRIPTION HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0802 ***********************************************************************
 GK0802  DESIGNATION -  ET 2 JA
 GK0802  PID         -  GK0802
 GK0802  STATE/COUNTY-  OK/TEXAS
 GK0802  COUNTRY     -  US
 GK0802  USGS QUAD   -  TYRONE (2018)
 GK0802
 GK0802                         *CURRENT SURVEY CONTROL
 GK0802  ______________________________________________________________________
 GK0802* NAD 83(1997) POSITION- 36 53 20.65323(N) 101 01 07.25636(W)   ADJUSTED
 GK0802* NAVD 88 ORTHO HEIGHT -   867.    (meters)     2844.    (feet) SCALED
 GK0802  ______________________________________________________________________
 GK0802  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 GK0802  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 GK0802  HORZ ORDER      -  THIRD
 GK0802
 GK0802.The horizontal coordinates were established by classical geodetic methods
 GK0802.and adjusted by the National Geodetic Survey in October 1998.
 GK0802
 GK0802.The orthometric height was scaled from a topographic map.
 GK0802
 GK0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0802.GEOID18 height accuracy estimate available here.
 GK0802
 GK0802.Click photographs - Photos may exist for this station.
 GK0802
 GK0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0802
 GK0802. The following values were computed from the NAD 83(1997) position.
 GK0802
 GK0802;                    North         East     Units Scale Factor Converg.
 GK0802;SPC OK N     -   213,790.103   330,948.936   MT  1.00002462   -1 46 53.3
 GK0802;SPC OK N     -   701,409.70  1,085,788.30   sFT  1.00002462   -1 46 53.3
 GK0802;UTM  14      - 4,084,469.352   320,114.504   MT  0.99999865   -1 12 43.5
 GK0802
 GK0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0802!SPC OK N     -   0.99986812  x   1.00002462  =   0.99989274
 GK0802!UTM  14      -   0.99986812  x   0.99999865  =   0.99986677
 GK0802
 GK0802:                Primary Azimuth Mark                     Grid Az
 GK0802:SPC OK N     -  TYRONE MUNICIPAL WATER TANK              331 06 55.3
 GK0802:UTM  14      -  TYRONE MUNICIPAL WATER TANK              330 32 45.5
 GK0802
 GK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2011484469(NAD 83)
 GK0802
 GK0802|---------------------------------------------------------------------|
 GK0802| PID    Reference Object                     Distance      Geod. Az  |
 GK0802|                                                           dddmmss.s |
 GK0802| GK0800 TYRONE MUNICIPAL WATER TANK         APPROX. 8.4 KM 3292002.0 |
 GK0802|---------------------------------------------------------------------|
 GK0802
 GK0802                          SUPERSEDED SURVEY CONTROL
 GK0802
 GK0802  NAD 83(1993)-  36 53 20.66325(N)    101 01 07.25870(W) AD(       ) 3
 GK0802  NAD 83(1986)-  36 53 20.66181(N)    101 01 07.24980(W) AD(       ) 3
 GK0802  NAD 27      -  36 53 20.56446(N)    101 01 05.65052(W) AD(       ) 3
 GK0802
 GK0802.Superseded values are not recommended for survey control.
 GK0802
 GK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0802.See file dsdata.pdf to determine how the superseded data were derived.
 GK0802
 GK0802_MARKER: DB = BENCH MARK DISK
 GK0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0802_STAMPING: ET 2 JA 1966
 GK0802_MARK LOGO: USGS
 GK0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0802+STABILITY: SURFACE MOTION
 GK0802
 GK0802  HISTORY     - Date     Condition        Report By
 GK0802  HISTORY     - 1966     MONUMENTED       USGS
 GK0802
 GK0802                          STATION DESCRIPTION
 GK0802
 GK0802'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JA)
 GK0802'TYRONE, ABOUT 5.0 MI S. AND 2.75 MI E. OF, NEAR N. SIXTEENTH COR.
 GK0802'BETWEEN SECS. 20 AND 21, T. 5 N., R. 19 E., 39 FT W. OF MICROWAVE
 GK0802'TOWER, 3 FT N. AND 44 FT W. OF SW. COR. OF BUILDING JUST E. OF TOWER,
 GK0802'IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 2 JA 1966---
 GK0802'TO TYRONE MUNICIPAL WATER TANK ABOUT 5.0 MI DISTANT-N 30 DEG 40 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0824 ***********************************************************************
 GK0824  DESIGNATION -  ET 2 JS
 GK0824  PID         -  GK0824
 GK0824  STATE/COUNTY-  OK/TEXAS
 GK0824  COUNTRY     -  US
 GK0824  USGS QUAD   -  STRAIGHT SW (2018)
 GK0824
 GK0824                         *CURRENT SURVEY CONTROL
 GK0824  ______________________________________________________________________
 GK0824* NAD 83(1997) POSITION- 36 51 29.25108(N) 101 29 13.09421(W)   ADJUSTED
 GK0824* NAVD 88 ORTHO HEIGHT -   970.9   (meters)     3185.    (feet) VERTCON3
 GK0824  ______________________________________________________________________
 GK0824  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 GK0824  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC18
 GK0824  HORZ ORDER      -  THIRD
 GK0824  VERT ORDER      -  THIRD ? (See Below)
 GK0824
 GK0824.The horizontal coordinates were established by classical geodetic methods
 GK0824.and adjusted by the National Geodetic Survey in October 1998.
 GK0824
 GK0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0824
 GK0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0824.GEOID18 height accuracy estimate available here.
 GK0824
 GK0824.The vertical order pertains to the NGVD 29 superseded value.
 GK0824
 GK0824.Click photographs - Photos may exist for this station.
 GK0824
 GK0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0824
 GK0824. The following values were computed from the NAD 83(1997) position.
 GK0824
 GK0824;                    North         East     Units Scale Factor Converg.
 GK0824;SPC OK N     -   211,756.465   289,104.462   MT  1.00001797   -2 03 28.2
 GK0824;SPC OK N     -   694,737.67    948,503.56   sFT  1.00001797   -2 03 28.2
 GK0824;UTM  14      - 4,082,021.254   278,288.990   MT  1.00020561   -1 29 32.6
 GK0824
 GK0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0824!SPC OK N     -   0.99985177  x   1.00001797  =   0.99986974
 GK0824!UTM  14      -   0.99985177  x   1.00020561  =   1.00005735
 GK0824
 GK0824:                Primary Azimuth Mark                     Grid Az
 GK0824:SPC OK N     -  RADIO MAST 2 MI NE                       065 25 19.1
 GK0824:UTM  14      -  RADIO MAST 2 MI NE                       064 51 23.5
 GK0824
 GK0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7828882021(NAD 83)
 GK0824
 GK0824|---------------------------------------------------------------------|
 GK0824| PID    Reference Object                     Distance      Geod. Az  |
 GK0824|                                                           dddmmss.s |
 GK0824| CM9833 RADIO MAST 2 MI NE                                 0632150.9 |
 GK0824|---------------------------------------------------------------------|
 GK0824
 GK0824                          SUPERSEDED SURVEY CONTROL
 GK0824
 GK0824  NAD 83(1993)-  36 51 29.25248(N)    101 29 13.09837(W) AD(       ) 3
 GK0824  NAD 83(1986)-  36 51 29.25672(N)    101 29 13.08810(W) AD(       ) 3
 GK0824  NAD 27      -  36 51 29.19851(N)    101 29 11.45505(W) AD(       ) 3
 GK0824
 GK0824.Superseded values are not recommended for survey control.
 GK0824
 GK0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0824.See file dsdata.pdf to determine how the superseded data were derived.
 GK0824
 GK0824_MARKER: DD = SURVEY DISK
 GK0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0824_STAMPING: ET 2 JS 1965
 GK0824_MARK LOGO: USGS
 GK0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0824+STABILITY: SURFACE MOTION
 GK0824
 GK0824  HISTORY     - Date     Condition        Report By
 GK0824  HISTORY     - 1965     MONUMENTED       USGS
 GK0824
 GK0824                          STATION DESCRIPTION
 GK0824
 GK0824'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JS)
 GK0824'GUYMON, ABOUT 12.0 MI N. OF, 0.35 MI S. OF PAVED CROSSROADS AT COR. OF
 GK0824'SECS. 25, 30, 31 AND 36.  T. 5 N., RS. 14 AND 15 E., 41 FT E. OF STATE
 GK0824'HWY. 136, 140 FT N. OF DRIVE E. TO FARM BUILDINGS, 1 FT W. OF E. RIGHT
 GK0824'- OF - WAY FENCE, 2 FT N. OF METAL WITNESS POST, IN CONCRETE POST.
 GK0824'STANDARD TABLET STAMPED---ET 2 JS 1965---  TO CENTER OF TOP OF
 GK0824'RADIO MAST ABOUT 2.0 MI DISTANT--N 63 DEG 22 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1424 ***********************************************************************
 GL1424  DESIGNATION -  ET 2 JS
 GL1424  PID         -  GL1424
 GL1424  STATE/COUNTY-  OK/CIMARRON
 GL1424  COUNTRY     -  US
 GL1424  USGS QUAD   -  KENTON SE (2018)
 GL1424
 GL1424                         *CURRENT SURVEY CONTROL
 GL1424  ______________________________________________________________________
 GL1424* NAD 83(1993) POSITION- 36 48 33.49845(N) 102 48 14.45965(W)   ADJUSTED
 GL1424* NAVD 88 ORTHO HEIGHT -  1391.    (meters)     4564.    (feet) SCALED
 GL1424  ______________________________________________________________________
 GL1424  GEOID HEIGHT    -        -23.009 (meters)                     GEOID18
 GL1424  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC18
 GL1424  HORZ ORDER      -  THIRD
 GL1424
 GL1424.The horizontal coordinates were established by classical geodetic methods
 GL1424.and adjusted by the National Geodetic Survey in November 1994.
 GL1424
 GL1424.The orthometric height was scaled from a topographic map.
 GL1424
 GL1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1424.GEOID18 height accuracy estimate available here.
 GL1424
 GL1424.Click photographs - Photos may exist for this station.
 GL1424
 GL1424.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1424
 GL1424. The following values were computed from the NAD 83(1993) position.
 GL1424
 GL1424;                    North         East     Units Scale Factor Converg.
 GL1424;SPC OK N     -   211,358.708   171,492.415   MT  1.00000806   -2 50 06.3
 GL1424;SPC OK N     -   693,432.69    562,638.03   sFT  1.00000806   -2 50 06.3
 GL1424;UTM  13      - 4,075,968.142   695,890.478   MT  1.00007276   +1 18 58.1
 GL1424
 GL1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1424!SPC OK N     -   0.99978542  x   1.00000806  =   0.99979348
 GL1424!UTM  13      -   0.99978542  x   1.00007276  =   0.99985816
 GL1424
 GL1424:                Primary Azimuth Mark                     Grid Az
 GL1424:SPC OK N     -  BOISE CITY MUN WATER TANK                111 44 02.3
 GL1424:UTM  13      -  BOISE CITY MUN WATER TANK                107 34 57.9
 GL1424
 GL1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9589075968(NAD 83)
 GL1424
 GL1424|---------------------------------------------------------------------|
 GL1424| PID    Reference Object                     Distance      Geod. Az  |
 GL1424|                                                           dddmmss.s |
 GL1424| CM8466 BOISE CITY MUN WATER TANK                          1085356.0 |
 GL1424|---------------------------------------------------------------------|
 GL1424
 GL1424                          SUPERSEDED SURVEY CONTROL
 GL1424
 GL1424  NAD 83(1992)-  36 48 33.50451(N)    102 48 14.46689(W) AD(       ) 3
 GL1424  NAD 83(1986)-  36 48 33.50906(N)    102 48 14.45419(W) AD(       ) 3
 GL1424  NAD 27      -  36 48 33.43112(N)    102 48 12.74318(W) AD(       ) 3
 GL1424
 GL1424.Superseded values are not recommended for survey control.
 GL1424
 GL1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1424.See file dsdata.pdf to determine how the superseded data were derived.
 GL1424
 GL1424_MARKER: DD = SURVEY DISK
 GL1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1424_STAMPING: ET 2 JS 1966
 GL1424_MARK LOGO: USGS
 GL1424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GL1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1424+STABILITY: SURFACE MOTION
 GL1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1424+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 GL1424
 GL1424  HISTORY     - Date     Condition        Report By
 GL1424  HISTORY     - 1966     MONUMENTED       USGS
 GL1424  HISTORY     - 19920324 GOOD             USGS
 GL1424  HISTORY     - 20080826 GOOD             GEOCAC
 GL1424
 GL1424                          STATION DESCRIPTION
 GL1424
 GL1424'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL1424'BOISE CITY, ABOUT 16.0 MI W. AND 5.0 MI N. OF.  ABOUT 0.2 MI N. AND
 GL1424'313 FT E. OF COR. SECS. 13, 14, 23 AND 24, T. 4 N., R. 2 E..  ON LOW
 GL1424'BLUFF, ABOUT 0.25 MI N. - NE. OF POINT WHERE N. - S. PAVED RD. STARTS
 GL1424'DESCEND FROM BLUFF.  313 FT E. OF CENTER OF PAVED ROAD.  258 FT E. OF
 GL1424'POWER POLE.  66 FT E. OF W. EDGE OF BLUFF.  IN CONCRETE POST
 GL1424'PROJECTING 6 IN., STANDARD TABLET STAMPED---ET 2 JS 1966---
 GL1424'TO BOISE CITY MUNICIPAL WATER TANK--S 71 DEG 06 MIN E.
 GL1424
 GL1424                          STATION RECOVERY (1992)
 GL1424
 GL1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 GL1424'FOUND IN GOOD CONDITION, NO WITNESS POST.
 GL1424
 GL1424                          STATION RECOVERY (2008)
 GL1424
 GL1424'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 GL1424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0926 ***********************************************************************
 GH0926  DESIGNATION -  ET 2 LR
 GH0926  PID         -  GH0926
 GH0926  STATE/COUNTY-  OK/OSAGE
 GH0926  COUNTRY     -  US
 GH0926  USGS QUAD   -  BLUESTEM LAKE (2018)
 GH0926
 GH0926                         *CURRENT SURVEY CONTROL
 GH0926  ______________________________________________________________________
 GH0926* NAD 83(1997) POSITION- 36 40 32.31579(N) 096 25 27.04745(W)   ADJUSTED
 GH0926* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0926  ______________________________________________________________________
 GH0926  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 GH0926  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 GH0926  HORZ ORDER      -  THIRD
 GH0926
 GH0926.The horizontal coordinates were established by classical geodetic methods
 GH0926.and adjusted by the National Geodetic Survey in October 1998.
 GH0926
 GH0926.The orthometric height was scaled from a topographic map.
 GH0926
 GH0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0926.GEOID18 height accuracy estimate available here.
 GH0926
 GH0926.Click photographs - Photos may exist for this station.
 GH0926
 GH0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0926
 GH0926. The following values were computed from the NAD 83(1997) position.
 GH0926
 GH0926;                    North         East     Units Scale Factor Converg.
 GH0926;SPC OK N     -   187,065.295   740,851.590   MT  0.99998466   +0 55 47.9
 GH0926;SPC OK N     -   613,730.06  2,430,610.59   sFT  0.99998466   +0 55 47.9
 GH0926;UTM  14      - 4,061,982.968   730,178.581   MT  1.00025279   +1 32 21.0
 GH0926
 GH0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0926!SPC OK N     -   0.99995548  x   0.99998466  =   0.99994014
 GH0926!UTM  14      -   0.99995548  x   1.00025279  =   1.00020826
 GH0926
 GH0926:                Primary Azimuth Mark                     Grid Az
 GH0926:SPC OK N     -  ET 3 LR                                  138 44 15.4
 GH0926:UTM  14      -  ET 3 LR                                  138 07 42.3
 GH0926
 GH0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3017861982(NAD 83)
 GH0926
 GH0926|---------------------------------------------------------------------|
 GH0926| PID    Reference Object                     Distance      Geod. Az  |
 GH0926|                                                           dddmmss.s |
 GH0926| GH0925 ET 3 LR                             APPROX. 6.7 KM 1394003.3 |
 GH0926|---------------------------------------------------------------------|
 GH0926
 GH0926                          SUPERSEDED SURVEY CONTROL
 GH0926
 GH0926  NAD 83(1993)-  36 40 32.31617(N)    096 25 27.04711(W) AD(       ) 3
 GH0926  NAD 83(1986)-  36 40 32.33922(N)    096 25 27.03182(W) AD(       ) 3
 GH0926  NAD 27      -  36 40 32.04677(N)    096 25 25.96566(W) AD(       ) 3
 GH0926
 GH0926.Superseded values are not recommended for survey control.
 GH0926
 GH0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0926.See file dsdata.pdf to determine how the superseded data were derived.
 GH0926
 GH0926_MARKER: DD = SURVEY DISK
 GH0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0926_STAMPING: ET 2 LR 1959
 GH0926_MARK LOGO: USGS
 GH0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0926+STABILITY: SURFACE MOTION
 GH0926
 GH0926  HISTORY     - Date     Condition        Report By
 GH0926  HISTORY     - 1959     MONUMENTED       USGS
 GH0926
 GH0926                          STATION DESCRIPTION
 GH0926
 GH0926'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0926'PAWHUSKA, ABOUT 1.0 MI N. AND 4.0 MI W. OF.  IN NE QUARTER SEC. 3, T.
 GH0926'25 N., R. 8 E..  ABOUT 0.75 MI N. OF U.S. HIGHWAY 60 AND 2.5 FT S. OF
 GH0926'THE SE. CORNER OF FENCE AROUND OIL TANKS.  A STANDARD TABLET SET IN A
 GH0926'CONCRETE POST AND STAMPED---ET 2 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0916 ***********************************************************************
 GH0916  DESIGNATION -  ET 20 LR
 GH0916  PID         -  GH0916
 GH0916  STATE/COUNTY-  OK/OSAGE
 GH0916  COUNTRY     -  US
 GH0916  USGS QUAD   -  NELAGONEY (2018)
 GH0916
 GH0916                         *CURRENT SURVEY CONTROL
 GH0916  ______________________________________________________________________
 GH0916* NAD 83(1997) POSITION- 36 38 47.27037(N) 096 10 47.28267(W)   ADJUSTED
 GH0916* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 GH0916  ______________________________________________________________________
 GH0916  GEOID HEIGHT    -        -28.561 (meters)                     GEOID18
 GH0916  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 GH0916  HORZ ORDER      -  THIRD
 GH0916
 GH0916.The horizontal coordinates were established by classical geodetic methods
 GH0916.and adjusted by the National Geodetic Survey in October 1998.
 GH0916
 GH0916.The orthometric height was scaled from a topographic map.
 GH0916
 GH0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0916.GEOID18 height accuracy estimate available here.
 GH0916
 GH0916.Click photographs - Photos may exist for this station.
 GH0916
 GH0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0916
 GH0916. The following values were computed from the NAD 83(1997) position.
 GH0916
 GH0916;                    North         East     Units Scale Factor Converg.
 GH0916;SPC OK N     -   184,209.884   762,753.252   MT  0.99998028   +1 04 27.1
 GH0916;SPC OK N     -   604,361.93  2,502,466.29   sFT  0.99998028   +1 04 27.1
 GH0916;UTM  14      - 4,059,359.870   752,116.721   MT  1.00038317   +1 41 03.1
 GH0916
 GH0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0916!SPC OK N     -   0.99995801  x   0.99998028  =   0.99993829
 GH0916!UTM  14      -   0.99995801  x   1.00038317  =   1.00034117
 GH0916
 GH0916:                Primary Azimuth Mark                     Grid Az
 GH0916:SPC OK N     -  STA 137 PCL                              074 10 28.0
 GH0916:UTM  14      -  STA 137 PCL                              073 33 52.0
 GH0916
 GH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5211659359(NAD 83)
 GH0916
 GH0916|---------------------------------------------------------------------|
 GH0916| PID    Reference Object                     Distance      Geod. Az  |
 GH0916|                                                           dddmmss.s |
 GH0916| GH0914 STA 137 PCL                         APPROX. 3.5 KM 0751455.1 |
 GH0916|---------------------------------------------------------------------|
 GH0916
 GH0916                          SUPERSEDED SURVEY CONTROL
 GH0916
 GH0916  NAD 83(1993)-  36 38 47.27070(N)    096 10 47.28412(W) AD(       ) 3
 GH0916  NAD 83(1986)-  36 38 47.29370(N)    096 10 47.26626(W) AD(       ) 3
 GH0916  NAD 27      -  36 38 46.97699(N)    096 10 46.28200(W) AD(       ) 3
 GH0916
 GH0916.Superseded values are not recommended for survey control.
 GH0916
 GH0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0916.See file dsdata.pdf to determine how the superseded data were derived.
 GH0916
 GH0916_MARKER: DD = SURVEY DISK
 GH0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0916_STAMPING: E 20 LR 1959
 GH0916_MARK LOGO: USGS
 GH0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0916+STABILITY: SURFACE MOTION
 GH0916
 GH0916  HISTORY     - Date     Condition        Report By
 GH0916  HISTORY     - 1959     MONUMENTED       USGS
 GH0916
 GH0916                          STATION DESCRIPTION
 GH0916
 GH0916'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0916'OKESA, 4.5 MI S. AND 3.0 MI W. OF.  NELOGONEY, 1.5 MI N. AND 3.25 MI
 GH0916'E. OF.  IN NW QUARTER SEC. 13, T. 25 N., R. 10 E..  ABOUT 1700 FT W.
 GH0916'OF A PUMPHOUSE.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED
 GH0916'---ET 20 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0913 ***********************************************************************
 GH0913  DESIGNATION -  ET 21 LR
 GH0913  PID         -  GH0913
 GH0913  STATE/COUNTY-  OK/OSAGE
 GH0913  COUNTRY     -  US
 GH0913  USGS QUAD   -  BARNSDALL (2018)
 GH0913
 GH0913                         *CURRENT SURVEY CONTROL
 GH0913  ______________________________________________________________________
 GH0913* NAD 83(1997) POSITION- 36 37 26.83787(N) 096 14 32.51702(W)   ADJUSTED
 GH0913* NAVD 88 ORTHO HEIGHT -   262.    (meters)      860.    (feet) SCALED
 GH0913  ______________________________________________________________________
 GH0913  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 GH0913  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 GH0913  HORZ ORDER      -  THIRD
 GH0913
 GH0913.The horizontal coordinates were established by classical geodetic methods
 GH0913.and adjusted by the National Geodetic Survey in October 1998.
 GH0913
 GH0913.The orthometric height was scaled from a topographic map.
 GH0913
 GH0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0913.GEOID18 height accuracy estimate available here.
 GH0913
 GH0913.Click photographs - Photos may exist for this station.
 GH0913
 GH0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0913
 GH0913. The following values were computed from the NAD 83(1997) position.
 GH0913
 GH0913;                    North         East     Units Scale Factor Converg.
 GH0913;SPC OK N     -   181,627.914   757,204.493   MT  0.99997710   +1 02 14.1
 GH0913;SPC OK N     -   595,890.91  2,484,261.74   sFT  0.99997710   +1 02 14.1
 GH0913;UTM  14      - 4,056,718.013   746,593.595   MT  1.00034923   +1 38 45.4
 GH0913
 GH0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0913!SPC OK N     -   0.99996333  x   0.99997710  =   0.99994043
 GH0913!UTM  14      -   0.99996333  x   1.00034923  =   1.00031255
 GH0913
 GH0913:                Primary Azimuth Mark                     Grid Az
 GH0913:SPC OK N     -  ET 20 LR                                 065 02 46.0
 GH0913:UTM  14      -  ET 20 LR                                 064 26 14.7
 GH0913
 GH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4659356718(NAD 83)
 GH0913
 GH0913|---------------------------------------------------------------------|
 GH0913| PID    Reference Object                     Distance      Geod. Az  |
 GH0913|                                                           dddmmss.s |
 GH0913| GH0916 ET 20 LR                            APPROX. 6.1 KM 0660500.1 |
 GH0913|---------------------------------------------------------------------|
 GH0913
 GH0913                          SUPERSEDED SURVEY CONTROL
 GH0913
 GH0913  NAD 83(1993)-  36 37 26.83769(N)    096 14 32.51868(W) AD(       ) 3
 GH0913  NAD 83(1986)-  36 37 26.86106(N)    096 14 32.50098(W) AD(       ) 3
 GH0913  NAD 27      -  36 37 26.54202(N)    096 14 31.50844(W) AD(       ) 3
 GH0913
 GH0913.Superseded values are not recommended for survey control.
 GH0913
 GH0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0913.See file dsdata.pdf to determine how the superseded data were derived.
 GH0913
 GH0913_MARKER: DD = SURVEY DISK
 GH0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0913_STAMPING: ET 21 LR 1959
 GH0913_MARK LOGO: USGS
 GH0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0913+STABILITY: SURFACE MOTION
 GH0913
 GH0913  HISTORY     - Date     Condition        Report By
 GH0913  HISTORY     - 1959     MONUMENTED       USGS
 GH0913
 GH0913                          STATION DESCRIPTION
 GH0913
 GH0913'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0913'NELOGONEY, IN VILLAGE OF.  ABOUT 600 FT SW. OF SCHOOL ON TOP OF SMALL
 GH0913'HILL.  147 FT S. AND 21 FT W. OF CENTER OF CROSS STREETS.  2 FT E. OF
 GH0913'FENCE LINE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---
 GH0913'ET 21 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0917 ***********************************************************************
 GH0917  DESIGNATION -  ET 22 LR
 GH0917  PID         -  GH0917
 GH0917  STATE/COUNTY-  OK/OSAGE
 GH0917  COUNTRY     -  US
 GH0917  USGS QUAD   -  NELAGONEY (2018)
 GH0917
 GH0917                         *CURRENT SURVEY CONTROL
 GH0917  ______________________________________________________________________
 GH0917* NAD 83(1997) POSITION- 36 41 54.29592(N) 096 14 30.67384(W)   ADJUSTED
 GH0917* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 GH0917  ______________________________________________________________________
 GH0917  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 GH0917  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 GH0917  HORZ ORDER      -  THIRD
 GH0917
 GH0917.The horizontal coordinates were established by classical geodetic methods
 GH0917.and adjusted by the National Geodetic Survey in October 1998.
 GH0917
 GH0917.The orthometric height was scaled from a topographic map.
 GH0917
 GH0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0917.GEOID18 height accuracy estimate available here.
 GH0917
 GH0917.Click photographs - Photos may exist for this station.
 GH0917
 GH0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0917
 GH0917. The following values were computed from the NAD 83(1997) position.
 GH0917
 GH0917;                    North         East     Units Scale Factor Converg.
 GH0917;SPC OK N     -   189,871.739   757,100.993   MT  0.99998826   +1 02 15.2
 GH0917;SPC OK N     -   622,937.53  2,483,922.17   sFT  0.99998826   +1 02 15.2
 GH0917;UTM  14      - 4,064,963.286   746,402.250   MT  1.00034806   +1 38 56.8
 GH0917
 GH0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0917!SPC OK N     -   0.99995581  x   0.99998826  =   0.99994407
 GH0917!UTM  14      -   0.99995581  x   1.00034806  =   1.00030386
 GH0917
 GH0917:                Primary Azimuth Mark                     Grid Az
 GH0917:SPC OK N     -  ET 23 LR                                 323 11 38.1
 GH0917:UTM  14      -  ET 23 LR                                 322 34 56.5
 GH0917
 GH0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4640264963(NAD 83)
 GH0917
 GH0917|---------------------------------------------------------------------|
 GH0917| PID    Reference Object                     Distance      Geod. Az  |
 GH0917|                                                           dddmmss.s |
 GH0917| GH0918 ET 23 LR                            APPROX. 6.1 KM 3241353.3 |
 GH0917|---------------------------------------------------------------------|
 GH0917
 GH0917                          SUPERSEDED SURVEY CONTROL
 GH0917
 GH0917  NAD 83(1993)-  36 41 54.29641(N)    096 14 30.67612(W) AD(       ) 3
 GH0917  NAD 83(1986)-  36 41 54.31979(N)    096 14 30.65802(W) AD(       ) 3
 GH0917  NAD 27      -  36 41 54.00511(N)    096 14 29.66469(W) AD(       ) 3
 GH0917
 GH0917.Superseded values are not recommended for survey control.
 GH0917
 GH0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0917.See file dsdata.pdf to determine how the superseded data were derived.
 GH0917
 GH0917_MARKER: DD = SURVEY DISK
 GH0917_SETTING: 66 = SET IN ROCK OUTCROP
 GH0917_STAMPING: ET 22 LR 1959
 GH0917_MARK LOGO: USGS
 GH0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0917+STABILITY: POSITION/ELEVATION WELL
 GH0917
 GH0917  HISTORY     - Date     Condition        Report By
 GH0917  HISTORY     - 1959     MONUMENTED       USGS
 GH0917
 GH0917                          STATION DESCRIPTION
 GH0917
 GH0917'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0917'NELOGONEY, 5.5 MI N. OF.  IN SE QUARTER SEC. 29, T. 26 N., R. 10 E..
 GH0917'ON E. END OF PROMINENT E. - W. RIDGE.  91 FT N. AND 110 FT W. OF FENCE
 GH0917'CORNER.  A STANDARD TABLET SET IN A DRILL HOLE IN A LARGE FLAT
 GH0917'SANDSTONE ROCK.  STAMPED---ET 22 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0918 ***********************************************************************
 GH0918  DESIGNATION -  ET 23 LR
 GH0918  PID         -  GH0918
 GH0918  STATE/COUNTY-  OK/OSAGE
 GH0918  COUNTRY     -  US
 GH0918  USGS QUAD   -  PAWHUSKA (2018)
 GH0918
 GH0918                         *CURRENT SURVEY CONTROL
 GH0918  ______________________________________________________________________
 GH0918* NAD 83(1997) POSITION- 36 44 35.09419(N) 096 16 54.62891(W)   ADJUSTED
 GH0918* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GH0918  ______________________________________________________________________
 GH0918  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 GH0918  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 GH0918  HORZ ORDER      -  THIRD
 GH0918
 GH0918.The horizontal coordinates were established by classical geodetic methods
 GH0918.and adjusted by the National Geodetic Survey in October 1998.
 GH0918
 GH0918.The orthometric height was scaled from a topographic map.
 GH0918
 GH0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0918.GEOID18 height accuracy estimate available here.
 GH0918
 GH0918.Click photographs - Photos may exist for this station.
 GH0918
 GH0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0918
 GH0918. The following values were computed from the NAD 83(1997) position.
 GH0918
 GH0918;                    North         East     Units Scale Factor Converg.
 GH0918;SPC OK N     -   194,763.668   753,440.530   MT  0.99999578   +1 00 50.3
 GH0918;SPC OK N     -   638,987.13  2,471,912.81   sFT  0.99999578   +1 00 50.3
 GH0918;UTM  14      - 4,069,817.496   742,688.444   MT  1.00032567   +1 37 36.7
 GH0918
 GH0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0918!SPC OK N     -   0.99995896  x   0.99999578  =   0.99995474
 GH0918!UTM  14      -   0.99995896  x   1.00032567  =   1.00028461
 GH0918
 GH0918:                Primary Azimuth Mark                     Grid Az
 GH0918:SPC OK N     -  ET24LR                                   030 48 16.3
 GH0918:UTM  14      -  ET24LR                                   030 11 29.9
 GH0918
 GH0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4268869817(NAD 83)
 GH0918
 GH0918|---------------------------------------------------------------------|
 GH0918| PID    Reference Object                     Distance      Geod. Az  |
 GH0918|                                                           dddmmss.s |
 GH0918| GH0894 ET24LR                              APPROX. 5.4 KM 0314906.6 |
 GH0918|---------------------------------------------------------------------|
 GH0918
 GH0918                          SUPERSEDED SURVEY CONTROL
 GH0918
 GH0918  NAD 83(1993)-  36 44 35.09486(N)    096 16 54.63187(W) AD(       ) 3
 GH0918  NAD 83(1986)-  36 44 35.11835(N)    096 16 54.61361(W) AD(       ) 3
 GH0918  NAD 27      -  36 44 34.80680(N)    096 16 53.61388(W) AD(       ) 3
 GH0918
 GH0918.Superseded values are not recommended for survey control.
 GH0918
 GH0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0918.See file dsdata.pdf to determine how the superseded data were derived.
 GH0918
 GH0918_MARKER: DD = SURVEY DISK
 GH0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0918_STAMPING: ET 23 LR 1959
 GH0918_MARK LOGO: USGS
 GH0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0918+STABILITY: SURFACE MOTION
 GH0918
 GH0918  HISTORY     - Date     Condition        Report By
 GH0918  HISTORY     - 1959     MONUMENTED       USGS
 GH0918
 GH0918                          STATION DESCRIPTION
 GH0918
 GH0918'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0918'NELAGONEY, 8.5 MI N. AND 2.0 MI W. OF.  IN SE QUARTER SEC. 12, T. 26
 GH0918'N., R. 10 E..  ABOUT 0.4 MI S. OF U.S. HIGHWAY 60 AND 363 FT SW. OF
 GH0918'TRAIL FORKS.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---
 GH0918'ET 23 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0928 ***********************************************************************
 GH0928  DESIGNATION -  ET 25 LR
 GH0928  PID         -  GH0928
 GH0928  STATE/COUNTY-  OK/OSAGE
 GH0928  COUNTRY     -  US
 GH0928  USGS QUAD   -  NANOS (2018)
 GH0928
 GH0928                         *CURRENT SURVEY CONTROL
 GH0928  ______________________________________________________________________
 GH0928* NAD 83(1997) POSITION- 36 48 15.78664(N) 096 16 06.74871(W)   ADJUSTED
 GH0928* NAVD 88 ORTHO HEIGHT -   328.    (meters)     1076.    (feet) SCALED
 GH0928  ______________________________________________________________________
 GH0928  GEOID HEIGHT    -        -28.687 (meters)                     GEOID18
 GH0928  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 GH0928  HORZ ORDER      -  THIRD
 GH0928
 GH0928.The horizontal coordinates were established by classical geodetic methods
 GH0928.and adjusted by the National Geodetic Survey in October 1998.
 GH0928
 GH0928.The orthometric height was scaled from a topographic map.
 GH0928
 GH0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0928.GEOID18 height accuracy estimate available here.
 GH0928
 GH0928.Click photographs - Photos may exist for this station.
 GH0928
 GH0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0928
 GH0928. The following values were computed from the NAD 83(1997) position.
 GH0928
 GH0928;                    North         East     Units Scale Factor Converg.
 GH0928;SPC OK N     -   201,586.750   754,506.849   MT  1.00000710   +1 01 18.5
 GH0928;SPC OK N     -   661,372.53  2,475,411.22   sFT  1.00000710   +1 01 18.5
 GH0928;UTM  14      - 4,076,653.853   743,681.894   MT  1.00033161   +1 38 13.9
 GH0928
 GH0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0928!SPC OK N     -   0.99995301  x   1.00000710  =   0.99996011
 GH0928!UTM  14      -   0.99995301  x   1.00033161  =   1.00028460
 GH0928
 GH0928:                Primary Azimuth Mark                     Grid Az
 GH0928:SPC OK N     -  ET24LR                                   141 15 22.4
 GH0928:UTM  14      -  ET24LR                                   140 38 27.0
 GH0928
 GH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4368176653(NAD 83)
 GH0928
 GH0928|---------------------------------------------------------------------|
 GH0928| PID    Reference Object                     Distance      Geod. Az  |
 GH0928|                                                           dddmmss.s |
 GH0928| GH0894 ET24LR                              APPROX. 2.8 KM 1421640.9 |
 GH0928|---------------------------------------------------------------------|
 GH0928
 GH0928                          SUPERSEDED SURVEY CONTROL
 GH0928
 GH0928  NAD 83(1993)-  36 48 15.78791(N)    096 16 06.75203(W) AD(       ) 3
 GH0928  NAD 83(1986)-  36 48 15.81137(N)    096 16 06.73361(W) AD(       ) 3
 GH0928  NAD 27      -  36 48 15.50316(N)    096 16 05.73248(W) AD(       ) 3
 GH0928
 GH0928.Superseded values are not recommended for survey control.
 GH0928
 GH0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0928.See file dsdata.pdf to determine how the superseded data were derived.
 GH0928
 GH0928_MARKER: DD = SURVEY DISK
 GH0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0928_STAMPING: ET 25 LR 1959
 GH0928_MARK LOGO: USGS
 GH0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0928+STABILITY: SURFACE MOTION
 GH0928
 GH0928  HISTORY     - Date     Condition        Report By
 GH0928  HISTORY     - 1959     MONUMENTED       USGS
 GH0928
 GH0928                          STATION DESCRIPTION
 GH0928
 GH0928'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0928'BIGHEART, 3.25 MI S. AND 2.5 MI W. OF.  IN NE QUARTER SEC. 19, T. 27
 GH0928'N., R. 10 E..  ON E. EDGE OF LARGE FLAT RIDGE AND ABOUT 500 FT S. OF
 GH0928'E. - W. FENCE.  A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED
 GH0928'---ET 25 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0900 ***********************************************************************
 GH0900  DESIGNATION -  ET 26 LR
 GH0900  PID         -  GH0900
 GH0900  STATE/COUNTY-  OK/OSAGE
 GH0900  COUNTRY     -  US
 GH0900  USGS QUAD   -  WOOLAROC (2018)
 GH0900
 GH0900                         *CURRENT SURVEY CONTROL
 GH0900  ______________________________________________________________________
 GH0900* NAD 83(1997) POSITION- 36 40 25.64630(N) 096 07 27.73280(W)   ADJUSTED
 GH0900* NAVD 88 ORTHO HEIGHT -   293.6   (meters)      963.    (feet) VERTCON3
 GH0900  ______________________________________________________________________
 GH0900  GEOID HEIGHT    -        -28.700 (meters)                     GEOID18
 GH0900  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 GH0900  HORZ ORDER      -  THIRD
 GH0900  VERT ORDER      -  THIRD ? (See Below)
 GH0900
 GH0900.The horizontal coordinates were established by classical geodetic methods
 GH0900.and adjusted by the National Geodetic Survey in October 1998.
 GH0900
 GH0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0900
 GH0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0900.GEOID18 height accuracy estimate available here.
 GH0900
 GH0900.The vertical order pertains to the NGVD 29 superseded value.
 GH0900
 GH0900.Click photographs - Photos may exist for this station.
 GH0900
 GH0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0900
 GH0900. The following values were computed from the NAD 83(1997) position.
 GH0900
 GH0900;                    North         East     Units Scale Factor Converg.
 GH0900;SPC OK N     -   187,336.074   767,650.389   MT  0.99998437   +1 06 24.8
 GH0900;SPC OK N     -   614,618.44  2,518,532.98   sFT  0.99998437   +1 06 24.8
 GH0900;UTM  14      - 4,062,539.407   756,982.279   MT  1.00041369   +1 43 06.4
 GH0900
 GH0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0900!SPC OK N     -   0.99995843  x   0.99998437  =   0.99994280
 GH0900!UTM  14      -   0.99995843  x   1.00041369  =   1.00037210
 GH0900
 GH0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5698262539(NAD 83)
 GH0900
 GH0900                          SUPERSEDED SURVEY CONTROL
 GH0900
 GH0900  NAD 83(1993)-  36 40 25.64723(N)    096 07 27.73424(W) AD(       ) 3
 GH0900  NAD 83(1986)-  36 40 25.66982(N)    096 07 27.71608(W) AD(       ) 3
 GH0900  NAD 27      -  36 40 25.35713(N)    096 07 26.74077(W) AD(       ) 3
 GH0900
 GH0900.Superseded values are not recommended for survey control.
 GH0900
 GH0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0900.See file dsdata.pdf to determine how the superseded data were derived.
 GH0900
 GH0900_MARKER: DD = SURVEY DISK
 GH0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0900_STAMPING: ET 26 LR 1959
 GH0900_MARK LOGO: USGS
 GH0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0900+STABILITY: SURFACE MOTION
 GH0900
 GH0900  HISTORY     - Date     Condition        Report By
 GH0900  HISTORY     - 1959     MONUMENTED       USGS
 GH0900  HISTORY     - 1971     MARK NOT FOUND   USGS
 GH0900
 GH0900                          STATION DESCRIPTION
 GH0900
 GH0900'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0900'OKESA, 2.5 MI S. OF.  NEAR CENTER OF SEC 4, T. 25 N., R. 11 E..  210
 GH0900'FT S. OF RD. AT FENCE E..  22 FT E. OF CENTER OF RD. AND 3 FT W. OF
 GH0900'FENCE.  A STANDARD TABLET SET IN A CONCRETE POST, STAMPED---
 GH0900'ET 26 LR 1959---.
 GH0900
 GH0900                          STATION RECOVERY (1971)
 GH0900
 GH0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RLW)
 GH0900'NOT FOUND - PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0902 ***********************************************************************
 GH0902  DESIGNATION -  ET 27 LR
 GH0902  PID         -  GH0902
 GH0902  STATE/COUNTY-  OK/OSAGE
 GH0902  COUNTRY     -  US
 GH0902  USGS QUAD   -  NELAGONEY (2018)
 GH0902
 GH0902                         *CURRENT SURVEY CONTROL
 GH0902  ______________________________________________________________________
 GH0902* NAD 83(1997) POSITION- 36 38 16.92470(N) 096 07 30.12487(W)   ADJUSTED
 GH0902* NAVD 88 ORTHO HEIGHT -   303.0   (meters)      994.    (feet) VERTCON3
 GH0902  ______________________________________________________________________
 GH0902  GEOID HEIGHT    -        -28.644 (meters)                     GEOID18
 GH0902  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 GH0902  HORZ ORDER      -  THIRD
 GH0902  VERT ORDER      -  THIRD ? (See Below)
 GH0902
 GH0902.The horizontal coordinates were established by classical geodetic methods
 GH0902.and adjusted by the National Geodetic Survey in October 1998.
 GH0902
 GH0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0902
 GH0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0902.GEOID18 height accuracy estimate available here.
 GH0902
 GH0902.The vertical order pertains to the NGVD 29 superseded value.
 GH0902
 GH0902.Click photographs - Photos may exist for this station.
 GH0902
 GH0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0902
 GH0902. The following values were computed from the NAD 83(1997) position.
 GH0902
 GH0902;                    North         East     Units Scale Factor Converg.
 GH0902;SPC OK N     -   183,367.853   767,667.626   MT  0.99997906   +1 06 23.4
 GH0902;SPC OK N     -   601,599.36  2,518,589.54   sFT  0.99997906   +1 06 23.4
 GH0902;UTM  14      - 4,058,569.880   757,041.844   MT  1.00041407   +1 42 59.8
 GH0902
 GH0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0902!SPC OK N     -   0.99995695  x   0.99997906  =   0.99993601
 GH0902!UTM  14      -   0.99995695  x   1.00041407  =   1.00037100
 GH0902
 GH0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5704158569(NAD 83)
 GH0902
 GH0902                          SUPERSEDED SURVEY CONTROL
 GH0902
 GH0902  NAD 83(1993)-  36 38 16.92536(N)    096 07 30.12576(W) AD(       ) 3
 GH0902  NAD 83(1986)-  36 38 16.94798(N)    096 07 30.10805(W) AD(       ) 3
 GH0902  NAD 27      -  36 38 16.63323(N)    096 07 29.12934(W) AD(       ) 3
 GH0902
 GH0902.Superseded values are not recommended for survey control.
 GH0902
 GH0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0902.See file dsdata.pdf to determine how the superseded data were derived.
 GH0902
 GH0902_MARKER: DD = SURVEY DISK
 GH0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0902_STAMPING: ET 27 LR 1959
 GH0902_MARK LOGO: USGS
 GH0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0902+STABILITY: SURFACE MOTION
 GH0902
 GH0902  HISTORY     - Date     Condition        Report By
 GH0902  HISTORY     - 1959     MONUMENTED       USGS
 GH0902
 GH0902                          STATION DESCRIPTION
 GH0902
 GH0902'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0902'OKESA, ABOUT 5.0 MI S. OF.  IN SW QUARTER SEC. 16, T. 25 N., R. 11 E..
 GH0902'26 FT N. AND 220 FT W. OF CENTER OF T - RD. N..  A STANDARD TABLET SET
 GH0902'IN A CONCRETE POST STAMPED---ET 27 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0809 ***********************************************************************
 GK0809  DESIGNATION -  ET 3 JA
 GK0809  PID         -  GK0809
 GK0809  STATE/COUNTY-  OK/TEXAS
 GK0809  COUNTRY     -  US
 GK0809  USGS QUAD   -  HARDESTY NE (2018)
 GK0809
 GK0809                         *CURRENT SURVEY CONTROL
 GK0809  ______________________________________________________________________
 GK0809* NAD 83(1997) POSITION- 36 44 50.66445(N) 101 00 51.54822(W)   ADJUSTED
 GK0809* NAVD 88 ORTHO HEIGHT -   853.    (meters)     2799.    (feet) SCALED
 GK0809  ______________________________________________________________________
 GK0809  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 GK0809  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 GK0809  HORZ ORDER      -  THIRD
 GK0809
 GK0809.The horizontal coordinates were established by classical geodetic methods
 GK0809.and adjusted by the National Geodetic Survey in October 1998.
 GK0809
 GK0809.The orthometric height was scaled from a topographic map.
 GK0809
 GK0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0809.GEOID18 height accuracy estimate available here.
 GK0809
 GK0809.Click photographs - Photos may exist for this station.
 GK0809
 GK0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0809
 GK0809. The following values were computed from the NAD 83(1997) position.
 GK0809
 GK0809;                    North         East     Units Scale Factor Converg.
 GK0809;SPC OK N     -   198,064.433   330,849.688   MT  0.99999654   -1 46 44.0
 GK0809;SPC OK N     -   649,816.39  1,085,462.68   sFT  0.99999654   -1 46 44.0
 GK0809;UTM  14      - 4,068,743.656   320,172.089   MT  0.99999841   -1 12 19.7
 GK0809
 GK0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0809!SPC OK N     -   0.99987034  x   0.99999654  =   0.99986688
 GK0809!UTM  14      -   0.99987034  x   0.99999841  =   0.99986875
 GK0809
 GK0809:                Primary Azimuth Mark                     Grid Az
 GK0809:SPC OK N     -  MICROWAVE TOWER RED LT                   273 01 56.4
 GK0809:UTM  14      -  MICROWAVE TOWER RED LT                   272 27 32.1
 GK0809
 GK0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2017268743(NAD 83)
 GK0809
 GK0809|---------------------------------------------------------------------|
 GK0809| PID    Reference Object                     Distance      Geod. Az  |
 GK0809|                                                           dddmmss.s |
 GK0809| CM9082 MICROWAVE TOWER RED LT                             2711512.4 |
 GK0809|---------------------------------------------------------------------|
 GK0809
 GK0809                          SUPERSEDED SURVEY CONTROL
 GK0809
 GK0809  NAD 83(1993)-  36 44 50.67353(N)    101 00 51.54744(W) AD(       ) 3
 GK0809  NAD 83(1986)-  36 44 50.67285(N)    101 00 51.53429(W) AD(       ) 3
 GK0809  NAD 27      -  36 44 50.56440(N)    101 00 49.97108(W) AD(       ) 3
 GK0809
 GK0809.Superseded values are not recommended for survey control.
 GK0809
 GK0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0809.See file dsdata.pdf to determine how the superseded data were derived.
 GK0809
 GK0809_MARKER: DB = BENCH MARK DISK
 GK0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0809_STAMPING: ET 3 JA 1966
 GK0809_MARK LOGO: USGS
 GK0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0809+STABILITY: SURFACE MOTION
 GK0809
 GK0809  HISTORY     - Date     Condition        Report By
 GK0809  HISTORY     - 1966     MONUMENTED       USGS
 GK0809
 GK0809                          STATION DESCRIPTION
 GK0809
 GK0809'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JA)
 GK0809'ADAMS, ABOUT 0.6 MI S. AND 3.7 MI E. OF, T. 3 N., R. 19 E., NEAR E.
 GK0809'SIXTEENTH COR. BETWEEN SECS. 4 AND 9, 34 FT N. AND 4 FT W. OF DRIVEWAY
 GK0809'S., 3 FT N. AND 3 FT W. OF POWERLINE POLE WITH GUY WIRES, 3 FT N. AND
 GK0809'2 FT W. OF METAL WITNESS POST.  IN CONCRETE POST, STANDARD TABLET
 GK0809'STAMPED---ET 3 JA 1966---  TO RED LIGHT ATOP MICROWAVE TOWER
 GK0809'ABOUT 1.5 MI DISTANT--N 88 DEG 45 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0960 ***********************************************************************
 GH0960  DESIGNATION -  ET 3 JA
 GH0960  PID         -  GH0960
 GH0960  STATE/COUNTY-  OK/OSAGE
 GH0960  COUNTRY     -  US
 GH0960  USGS QUAD   -  CLEVELAND (2018)
 GH0960
 GH0960                         *CURRENT SURVEY CONTROL
 GH0960  ______________________________________________________________________
 GH0960* NAD 83(1993) POSITION- 36 21 46.55915(N) 096 29 50.57829(W)   ADJUSTED
 GH0960* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 GH0960  ______________________________________________________________________
 GH0960  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 GH0960  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 GH0960  HORZ ORDER      -  THIRD
 GH0960
 GH0960.The horizontal coordinates were established by classical geodetic methods
 GH0960.and adjusted by the National Geodetic Survey in November 1994.
 GH0960
 GH0960.The orthometric height was scaled from a topographic map.
 GH0960
 GH0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0960.GEOID18 height accuracy estimate available here.
 GH0960
 GH0960.Click photographs - Photos may exist for this station.
 GH0960
 GH0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0960
 GH0960. The following values were computed from the NAD 83(1993) position.
 GH0960
 GH0960;                    North         East     Units Scale Factor Converg.
 GH0960;SPC OK N     -   152,265.887   734,846.044   MT  0.99995121   +0 53 12.4
 GH0960;SPC OK N     -   499,559.00  2,410,907.40   sFT  0.99995121   +0 53 12.4
 GH0960;UTM  14      - 4,027,112.782   724,538.302   MT  1.00022123   +1 29 03.9
 GH0960
 GH0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0960!SPC OK N     -   0.99995562  x   0.99995121  =   0.99990684
 GH0960!UTM  14      -   0.99995562  x   1.00022123  =   1.00017684
 GH0960
 GH0960:                Primary Azimuth Mark                     Grid Az
 GH0960:SPC OK N     -  TV TOWER                                 156 11 43.6
 GH0960:UTM  14      -  TV TOWER                                 155 35 52.1
 GH0960
 GH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2453827112(NAD 83)
 GH0960
 GH0960|---------------------------------------------------------------------|
 GH0960| PID    Reference Object                     Distance      Geod. Az  |
 GH0960|                                                           dddmmss.s |
 GH0960| CI3466 TV TOWER                                           1570456.0 |
 GH0960| GH0955 FLAT ROCK                           APPROX.15.7 KM 1601734.7 |
 GH0960|---------------------------------------------------------------------|
 GH0960
 GH0960                          SUPERSEDED SURVEY CONTROL
 GH0960
 GH0960  NAD 83(1986)-  36 21 46.57458(N)    096 29 50.56607(W) AD(       ) 3
 GH0960  NAD 27      -  36 21 46.32647(N)    096 29 49.47192(W) AD(       ) 3
 GH0960
 GH0960.Superseded values are not recommended for survey control.
 GH0960
 GH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0960.See file dsdata.pdf to determine how the superseded data were derived.
 GH0960
 GH0960_MARKER: DD = SURVEY DISK
 GH0960_SETTING: 66 = SET IN ROCK OUTCROP
 GH0960_STAMPING: ET 3 JA 1965
 GH0960_MARK LOGO: USGS
 GH0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0960+STABILITY: POSITION/ELEVATION WELL
 GH0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0960+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH0960
 GH0960  HISTORY     - Date     Condition        Report By
 GH0960  HISTORY     - 1965     MONUMENTED       USGS
 GH0960  HISTORY     - 20220209 GOOD             OKDOT
 GH0960
 GH0960                          STATION DESCRIPTION
 GH0960
 GH0960'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GH0960'HOMINY, 3.5 MI S. AND 5.7 MI W. OF, T. 22 N., R. 7 E., NE SE. COR.
 GH0960'SEC. 24, 700 FT SE. ALONG TRAIL ON TOP OF RIDGE FROM MAIN RD., 30 FT
 GH0960'SE. OF TRAIL WHERE IT TURNS BACK TO THE NW., ON THE SE. END OF RIDGE
 GH0960'WHERE RIDGE BREAKS SHARPLY TO SE., 7 FT N. OF STEEL POST WITH SURVEY
 GH0960'MARKER, IN SANDSTONE BEDROCK.  STANDARD TABLET STAMPED---ET 3 JA 1965
 GH0960'---.  AZIMUTH TO TV TOWER ABOUT 6.0 MI DISTANT--S 22 DEG 55 MIN E.
 GH0960
 GH0960                          STATION RECOVERY (2022)
 GH0960
 GH0960'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0960'WOULD NEED A COUPLE OF SMALL TO MEDIUM TREES TO BE REMOVED TO MAKE
 GH0960'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0827 ***********************************************************************
 GK0827  DESIGNATION -  ET 3 JS
 GK0827  PID         -  GK0827
 GK0827  STATE/COUNTY-  OK/TEXAS
 GK0827  COUNTRY     -  US
 GK0827  USGS QUAD   -  STRAIGHT (2018)
 GK0827
 GK0827                         *CURRENT SURVEY CONTROL
 GK0827  ______________________________________________________________________
 GK0827* NAD 83(1997) POSITION- 36 59 46.08416(N) 101 22 57.25810(W)   ADJUSTED
 GK0827* NAVD 88 ORTHO HEIGHT -   969.    (meters)     3179.    (feet) SCALED
 GK0827  ______________________________________________________________________
 GK0827  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 GK0827  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 GK0827  HORZ ORDER      -  THIRD
 GK0827
 GK0827.The horizontal coordinates were established by classical geodetic methods
 GK0827.and adjusted by the National Geodetic Survey in October 1998.
 GK0827
 GK0827.The orthometric height was scaled from a topographic map.
 GK0827
 GK0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0827.GEOID18 height accuracy estimate available here.
 GK0827
 GK0827.Click photographs - Photos may exist for this station.
 GK0827
 GK0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0827
 GK0827. The following values were computed from the NAD 83(1997) position.
 GK0827
 GK0827;                    North         East     Units Scale Factor Converg.
 GK0827;SPC OK N     -   226,734.122   298,942.281   MT  1.00004993   -1 59 46.4
 GK0827;SPC OK N     -   743,876.87    980,779.80   sFT  1.00004993   -1 59 46.4
 GK0827;UTM  14      - 4,097,097.167   287,980.404   MT  1.00015380   -1 26 03.4
 GK0827
 GK0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0827!SPC OK N     -   0.99985201  x   1.00004993  =   0.99990193
 GK0827!UTM  14      -   0.99985201  x   1.00015380  =   1.00000578
 GK0827
 GK0827:                Primary Azimuth Mark                     Grid Az
 GK0827:SPC OK N     -  MICROWAVE MAST GAS CO                    272 08 06.0
 GK0827:UTM  14      -  MICROWAVE MAST GAS CO                    271 34 23.0
 GK0827
 GK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8798097097(NAD 83)
 GK0827
 GK0827|---------------------------------------------------------------------|
 GK0827| PID    Reference Object                     Distance      Geod. Az  |
 GK0827|                                                           dddmmss.s |
 GK0827| CM9081 MICROWAVE MAST GAS CO                              2700819.6 |
 GK0827|---------------------------------------------------------------------|
 GK0827
 GK0827                          SUPERSEDED SURVEY CONTROL
 GK0827
 GK0827  NAD 83(1993)-  36 59 46.08852(N)    101 22 57.26436(W) AD(       ) 3
 GK0827  NAD 83(1986)-  36 59 46.09231(N)    101 22 57.25891(W) AD(       ) 3
 GK0827  NAD 27      -  36 59 46.03142(N)    101 22 55.60888(W) AD(       ) 3
 GK0827
 GK0827.Superseded values are not recommended for survey control.
 GK0827
 GK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0827.See file dsdata.pdf to determine how the superseded data were derived.
 GK0827
 GK0827_MARKER: DD = SURVEY DISK
 GK0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0827_STAMPING: ET 3 JS 1965
 GK0827_MARK LOGO: USGS
 GK0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0827+STABILITY: SURFACE MOTION
 GK0827
 GK0827  HISTORY     - Date     Condition        Report By
 GK0827  HISTORY     - 1965     MONUMENTED       USGS
 GK0827
 GK0827                          STATION DESCRIPTION
 GK0827
 GK0827'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JS)
 GK0827'HOOKER, OKLA., ABOUT 9.0 MI N. AND 9.0 MI W. OF, ABOUT 0.2 MI W. OF
 GK0827'T - RD. S. AT N. COR. SECS. 7 AND 12, T. 6 N., RS. 15 AND 16 E., ON
 GK0827'LOW, SANDY KNOLL, 31 FT S. OF BLADED RD., ALONG KANSAS - OKLAHOMA
 GK0827'STATE LINE, 275 FT W. OF RD. AT FENCE S., ON OLD E. - W. FENCE LINE, 2
 GK0827'FT E. OF METAL WITNESS POST, IN CONCRETE POST.  STANDARD TABLET
 GK0827'STAMPED---ET 3 JS 1965---  TO CENTER OF COLORADO INTERSTATE
 GK0827'GAS COMPANY MICROWAVE MAST ABOUT 7.0 MI DISTANT--N 89 DEG 52 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0925 ***********************************************************************
 GH0925  DESIGNATION -  ET 3 LR
 GH0925  PID         -  GH0925
 GH0925  STATE/COUNTY-  OK/OSAGE
 GH0925  COUNTRY     -  US
 GH0925  USGS QUAD   -  BLUESTEM LAKE (2018)
 GH0925
 GH0925                         *CURRENT SURVEY CONTROL
 GH0925  ______________________________________________________________________
 GH0925* NAD 83(1997) POSITION- 36 37 45.81302(N) 096 22 31.69051(W)   ADJUSTED
 GH0925* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 GH0925  ______________________________________________________________________
 GH0925  GEOID HEIGHT    -        -28.353 (meters)                     GEOID18
 GH0925  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 GH0925  HORZ ORDER      -  THIRD
 GH0925
 GH0925.The horizontal coordinates were established by classical geodetic methods
 GH0925.and adjusted by the National Geodetic Survey in October 1998.
 GH0925
 GH0925.The orthometric height was scaled from a topographic map.
 GH0925
 GH0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0925.GEOID18 height accuracy estimate available here.
 GH0925
 GH0925.Click photographs - Photos may exist for this station.
 GH0925
 GH0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0925
 GH0925. The following values were computed from the NAD 83(1997) position.
 GH0925
 GH0925;                    North         East     Units Scale Factor Converg.
 GH0925;SPC OK N     -   182,005.369   745,290.936   MT  0.99997783   +0 57 31.4
 GH0925;SPC OK N     -   597,129.28  2,445,175.35   sFT  0.99997783   +0 57 31.4
 GH0925;UTM  14      - 4,056,969.053   734,672.696   MT  1.00027854   +1 33 59.8
 GH0925
 GH0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0925!SPC OK N     -   0.99995735  x   0.99997783  =   0.99993518
 GH0925!UTM  14      -   0.99995735  x   1.00027854  =   1.00023588
 GH0925
 GH0925:                Primary Azimuth Mark                     Grid Az
 GH0925:SPC OK N     -  ET 4 LR                                  083 57 56.3
 GH0925:UTM  14      -  ET 4 LR                                  083 21 27.9
 GH0925
 GH0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3467256969(NAD 83)
 GH0925
 GH0925|---------------------------------------------------------------------|
 GH0925| PID    Reference Object                     Distance      Geod. Az  |
 GH0925|                                                           dddmmss.s |
 GH0925| GH0921 ET 4 LR                             APPROX. 2.3 KM 0845527.7 |
 GH0925|---------------------------------------------------------------------|
 GH0925
 GH0925                          SUPERSEDED SURVEY CONTROL
 GH0925
 GH0925  NAD 83(1993)-  36 37 45.81338(N)    096 22 31.68965(W) AD(       ) 3
 GH0925  NAD 83(1986)-  36 37 45.83803(N)    096 22 31.67225(W) AD(       ) 3
 GH0925  NAD 27      -  36 37 45.51780(N)    096 22 30.64827(W) AD(       ) 3
 GH0925
 GH0925.Superseded values are not recommended for survey control.
 GH0925
 GH0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0925.See file dsdata.pdf to determine how the superseded data were derived.
 GH0925
 GH0925_MARKER: DD = SURVEY DISK
 GH0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0925_STAMPING: ET 3 LR 1959
 GH0925_MARK LOGO: USGS
 GH0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0925+STABILITY: SURFACE MOTION
 GH0925
 GH0925  HISTORY     - Date     Condition        Report By
 GH0925  HISTORY     - 1959     MONUMENTED       USGS
 GH0925
 GH0925                          STATION DESCRIPTION
 GH0925
 GH0925'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0925'PAWHUSKA, 2.5 MI S AND 1.5 MI W. OF.  NEAR CENTER OF SEC. 19, T. 25
 GH0925'N., R. 9 E..  ON TOP OF SMALL FLAT HILL.  ABOUT 700 FT NW. OF OIL
 GH0925'WELL.  A STANDARD TABLET SET IN A CONCRETE POST.  STAMPED---ET 3 LR
 GH0925'1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0815 ***********************************************************************
 GK0815  DESIGNATION -  ET 4 JA
 GK0815  PID         -  GK0815
 GK0815  STATE/COUNTY-  OK/TEXAS
 GK0815  COUNTRY     -  US
 GK0815  USGS QUAD   -  OPTIMA DAM (2018)
 GK0815
 GK0815                         *CURRENT SURVEY CONTROL
 GK0815  ______________________________________________________________________
 GK0815* NAD 83(1997) POSITION- 36 43 57.85284(N) 101 12 21.53565(W)   ADJUSTED
 GK0815* NAVD 88 ORTHO HEIGHT -   886.6   (meters)     2909.    (feet) VERTCON3
 GK0815  ______________________________________________________________________
 GK0815  GEOID HEIGHT    -        -26.827 (meters)                     GEOID18
 GK0815  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 GK0815  HORZ ORDER      -  THIRD
 GK0815  VERT ORDER      -  THIRD ? (See Below)
 GK0815
 GK0815.The horizontal coordinates were established by classical geodetic methods
 GK0815.and adjusted by the National Geodetic Survey in October 1998.
 GK0815
 GK0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0815
 GK0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0815.GEOID18 height accuracy estimate available here.
 GK0815
 GK0815.The vertical order pertains to the NGVD 29 superseded value.
 GK0815
 GK0815.Click photographs - Photos may exist for this station.
 GK0815
 GK0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0815
 GK0815. The following values were computed from the NAD 83(1997) position.
 GK0815
 GK0815;                    North         East     Units Scale Factor Converg.
 GK0815;SPC OK N     -   196,985.595   313,688.258   MT  0.99999399   -1 53 31.2
 GK0815;SPC OK N     -   646,276.91  1,029,158.89   sFT  0.99999399   -1 53 31.2
 GK0815;UTM  14      - 4,067,493.250   303,021.575   MT  1.00007804   -1 19 11.2
 GK0815
 GK0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0815!SPC OK N     -   0.99986509  x   0.99999399  =   0.99985908
 GK0815!UTM  14      -   0.99986509  x   1.00007804  =   0.99994312
 GK0815
 GK0815:                Primary Azimuth Mark                     Grid Az
 GK0815:SPC OK N     -  HARDESTY MUN WATER TANK                  176 43 51.1
 GK0815:UTM  14      -  HARDESTY MUN WATER TANK                  176 09 31.1
 GK0815
 GK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0302167493(NAD 83)
 GK0815
 GK0815|---------------------------------------------------------------------|
 GK0815| PID    Reference Object                     Distance      Geod. Az  |
 GK0815|                                                           dddmmss.s |
 GK0815| CM8709 HARDESTY MUN WATER TANK                            1745019.9 |
 GK0815|---------------------------------------------------------------------|
 GK0815
 GK0815                          SUPERSEDED SURVEY CONTROL
 GK0815
 GK0815  NAD 83(1993)-  36 43 57.85797(N)    101 12 21.53586(W) AD(       ) 3
 GK0815  NAD 83(1986)-  36 43 57.86060(N)    101 12 21.52225(W) AD(       ) 3
 GK0815  NAD 27      -  36 43 57.76889(N)    101 12 19.94193(W) AD(       ) 3
 GK0815
 GK0815.Superseded values are not recommended for survey control.
 GK0815
 GK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0815.See file dsdata.pdf to determine how the superseded data were derived.
 GK0815
 GK0815_MARKER: DD = SURVEY DISK
 GK0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0815_STAMPING: ET 4 JA 1966
 GK0815_MARK LOGO: USGS
 GK0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0815+STABILITY: SURFACE MOTION
 GK0815
 GK0815  HISTORY     - Date     Condition        Report By
 GK0815  HISTORY     - 1966     MONUMENTED       USGS
 GK0815
 GK0815                          STATION DESCRIPTION
 GK0815
 GK0815'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0815'HOOKER, 9.0 MI S. OF, T. 3 N., R. 17 E., NEAR COR. SECS. 10, 11, 14
 GK0815'AND 15, 34 FT N. AND 52 FT E. OF CROSSROADS, 3.5 FT S. AND 2 FT W. OF
 GK0815'TELEPHONE POLE, 2.5 FT W. OF METAL WITNESS POST.  IN CONCRETE POST.
 GK0815'STANDARD TABLET STAMPED---ET 4 JA 1966---  TO HARDESTY
 GK0815'MUNICIPAL WATER TANK ABOUT 8.0 MI DISTANT--S 05 DEG 10 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0822 ***********************************************************************
 GK0822  DESIGNATION -  ET 4 JS
 GK0822  PID         -  GK0822
 GK0822  STATE/COUNTY-  OK/TEXAS
 GK0822  COUNTRY     -  US
 GK0822  USGS QUAD   -  STRAIGHT NE (2018)
 GK0822
 GK0822                         *CURRENT SURVEY CONTROL
 GK0822  ______________________________________________________________________
 GK0822* NAD 83(1997) POSITION- 36 58 57.93295(N) 101 15 09.10712(W)   ADJUSTED
 GK0822* NAVD 88 ORTHO HEIGHT -   935.8   (meters)     3070.    (feet) VERTCON3
 GK0822  ______________________________________________________________________
 GK0822  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 GK0822  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 GK0822  HORZ ORDER      -  THIRD
 GK0822  VERT ORDER      -  THIRD ? (See Below)
 GK0822
 GK0822.The horizontal coordinates were established by classical geodetic methods
 GK0822.and adjusted by the National Geodetic Survey in October 1998.
 GK0822
 GK0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0822
 GK0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0822.GEOID18 height accuracy estimate available here.
 GK0822
 GK0822.The vertical order pertains to the NGVD 29 superseded value.
 GK0822
 GK0822.Click photographs - Photos may exist for this station.
 GK0822
 GK0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0822
 GK0822. The following values were computed from the NAD 83(1997) position.
 GK0822
 GK0822;                    North         East     Units Scale Factor Converg.
 GK0822;SPC OK N     -   224,855.024   310,462.215   MT  1.00004657   -1 55 10.1
 GK0822;SPC OK N     -   737,711.86  1,018,574.78   sFT  1.00004657   -1 55 10.1
 GK0822;UTM  14      - 4,095,331.212   299,519.122   MT  1.00009516   -1 21 19.9
 GK0822
 GK0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0822!SPC OK N     -   0.99985732  x   1.00004657  =   0.99990389
 GK0822!UTM  14      -   0.99985732  x   1.00009516  =   0.99995247
 GK0822
 GK0822:                Primary Azimuth Mark                     Grid Az
 GK0822:SPC OK N     -  TYRONE MUNICIPAL WATER TANK              102 35 53.0
 GK0822:UTM  14      -  TYRONE MUNICIPAL WATER TANK              102 02 02.8
 GK0822
 GK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9951995331(NAD 83)
 GK0822
 GK0822|---------------------------------------------------------------------|
 GK0822| PID    Reference Object                     Distance      Geod. Az  |
 GK0822|                                                           dddmmss.s |
 GK0822| GK0800 TYRONE MUNICIPAL WATER TANK         APPROX.16.8 KM 1004042.9 |
 GK0822|---------------------------------------------------------------------|
 GK0822
 GK0822                          SUPERSEDED SURVEY CONTROL
 GK0822
 GK0822  NAD 83(1993)-  36 58 57.93987(N)    101 15 09.11208(W) AD(       ) 3
 GK0822  NAD 83(1986)-  36 58 57.94214(N)    101 15 09.10737(W) AD(       ) 3
 GK0822  NAD 27      -  36 58 57.86851(N)    101 15 07.47282(W) AD(       ) 3
 GK0822
 GK0822.Superseded values are not recommended for survey control.
 GK0822
 GK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0822.See file dsdata.pdf to determine how the superseded data were derived.
 GK0822
 GK0822_MARKER: DD = SURVEY DISK
 GK0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0822_STAMPING: ET 4 JS 1965
 GK0822_MARK LOGO: USGS
 GK0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0822+STABILITY: SURFACE MOTION
 GK0822
 GK0822  HISTORY     - Date     Condition        Report By
 GK0822  HISTORY     - 1965     MONUMENTED       USGS
 GK0822
 GK0822                          STATION DESCRIPTION
 GK0822
 GK0822'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JS)
 GK0822'HOOKER, OKLA., ABOUT 8.0 MI N. AND 2.5 MI W. OF, 1278 FT N. OF
 GK0822'CROSSROADS AT COR. SECS. 17, 18, 19 AND 20, T. 6 N., R. 17 E., 34 FT
 GK0822'W. OF N. - S. GRAVEL RD., 2.5 FT N. OF A POWER LINE POLE, 2 FT S. OF
 GK0822'METAL WITNESS POST, IN CONCRETE POST, STANDARD TABLET STAMPED---
 GK0822'ET 4 JS 1965---  TO TYRONE MUNICIPAL WATER TANK ABOUT 10.0 MI
 GK0822'DISTANT--S 79 DEG 19 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0921 ***********************************************************************
 GH0921  DESIGNATION -  ET 4 LR
 GH0921  PID         -  GH0921
 GH0921  STATE/COUNTY-  OK/OSAGE
 GH0921  COUNTRY     -  US
 GH0921  USGS QUAD   -  PAWHUSKA (2018)
 GH0921
 GH0921                         *CURRENT SURVEY CONTROL
 GH0921  ______________________________________________________________________
 GH0921* NAD 83(1997) POSITION- 36 37 52.43248(N) 096 20 59.08227(W)   ADJUSTED
 GH0921* NAVD 88 ORTHO HEIGHT -   323.1   (meters)     1060.    (feet) VERTCON3
 GH0921  ______________________________________________________________________
 GH0921  GEOID HEIGHT    -        -28.358 (meters)                     GEOID18
 GH0921  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 GH0921  HORZ ORDER      -  THIRD
 GH0921  VERT ORDER      -  THIRD ? (See Below)
 GH0921
 GH0921.The horizontal coordinates were established by classical geodetic methods
 GH0921.and adjusted by the National Geodetic Survey in October 1998.
 GH0921
 GH0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0921
 GH0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0921.GEOID18 height accuracy estimate available here.
 GH0921
 GH0921.The vertical order pertains to the NGVD 29 superseded value.
 GH0921
 GH0921.Click photographs - Photos may exist for this station.
 GH0921
 GH0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0921
 GH0921. The following values were computed from the NAD 83(1997) position.
 GH0921
 GH0921;                    North         East     Units Scale Factor Converg.
 GH0921;SPC OK N     -   182,248.182   747,587.936   MT  0.99997809   +0 58 26.0
 GH0921;SPC OK N     -   597,925.91  2,452,711.42   sFT  0.99997809   +0 58 26.0
 GH0921;UTM  14      - 4,057,236.310   736,967.696   MT  1.00029187   +1 34 55.4
 GH0921
 GH0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0921!SPC OK N     -   0.99995374  x   0.99997809  =   0.99993183
 GH0921!UTM  14      -   0.99995374  x   1.00029187  =   1.00024560
 GH0921
 GH0921:                Primary Azimuth Mark                     Grid Az
 GH0921:SPC OK N     -  ET 3 LR                                  263 57 56.9
 GH0921:UTM  14      -  ET 3 LR                                  263 21 27.5
 GH0921
 GH0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3696757236(NAD 83)
 GH0921
 GH0921|---------------------------------------------------------------------|
 GH0921| PID    Reference Object                     Distance      Geod. Az  |
 GH0921|                                                           dddmmss.s |
 GH0921| GH0925 ET 3 LR                             APPROX. 2.3 KM 2645622.9 |
 GH0921|---------------------------------------------------------------------|
 GH0921
 GH0921                          SUPERSEDED SURVEY CONTROL
 GH0921
 GH0921  NAD 83(1993)-  36 37 52.43306(N)    096 20 59.08139(W) AD(       ) 3
 GH0921  NAD 83(1986)-  36 37 52.45824(N)    096 20 59.06397(W) AD(       ) 3
 GH0921  NAD 27      -  36 37 52.12911(N)    096 20 58.04400(W) AD(       ) 3
 GH0921
 GH0921.Superseded values are not recommended for survey control.
 GH0921
 GH0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0921.See file dsdata.pdf to determine how the superseded data were derived.
 GH0921
 GH0921_MARKER: DD = SURVEY DISK
 GH0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0921_STAMPING: ET 4 LR 1959
 GH0921_MARK LOGO: USGS
 GH0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0921+STABILITY: SURFACE MOTION
 GH0921
 GH0921  HISTORY     - Date     Condition        Report By
 GH0921  HISTORY     - 1959     MONUMENTED       USGS
 GH0921
 GH0921                          STATION DESCRIPTION
 GH0921
 GH0921'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0921'PAWHUSKA, 2.0 MI S. OF.  NEAR QUARTER COR. SECS. 20 AND 21, T. 25 N.,
 GH0921'R. 9 E..  21 FT E. OF CENTER OF RD..  3 FT E. OF A FENCE AND 11 FT W.
 GH0921'OF A POWER POLE.  A STANDARD TABLET SET IN A CONCRETE POST.
 GH0921'STAMPED---ET 4 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0919 ***********************************************************************
 GH0919  DESIGNATION -  ET 5 LR
 GH0919  PID         -  GH0919
 GH0919  STATE/COUNTY-  OK/OSAGE
 GH0919  COUNTRY     -  US
 GH0919  USGS QUAD   -  PAWHUSKA (2018)
 GH0919
 GH0919                         *CURRENT SURVEY CONTROL
 GH0919  ______________________________________________________________________
 GH0919* NAD 83(1997) POSITION- 36 40 46.35403(N) 096 20 10.25955(W)   ADJUSTED
 GH0919* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) SCALED
 GH0919  ______________________________________________________________________
 GH0919  GEOID HEIGHT    -        -28.429 (meters)                     GEOID18
 GH0919  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 GH0919  HORZ ORDER      -  THIRD
 GH0919
 GH0919.The horizontal coordinates were established by classical geodetic methods
 GH0919.and adjusted by the National Geodetic Survey in October 1998.
 GH0919
 GH0919.The orthometric height was scaled from a topographic map.
 GH0919
 GH0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0919.GEOID18 height accuracy estimate available here.
 GH0919
 GH0919.Click photographs - Photos may exist for this station.
 GH0919
 GH0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0919
 GH0919. The following values were computed from the NAD 83(1997) position.
 GH0919
 GH0919;                    North         East     Units Scale Factor Converg.
 GH0919;SPC OK N     -   187,629.187   748,708.832   MT  0.99998526   +0 58 54.8
 GH0919;SPC OK N     -   615,580.09  2,456,388.89   sFT  0.99998526   +0 58 54.8
 GH0919;UTM  14      - 4,062,630.616   738,031.658   MT  1.00029809   +1 35 31.0
 GH0919
 GH0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0919!SPC OK N     -   0.99995721  x   0.99998526  =   0.99994247
 GH0919!UTM  14      -   0.99995721  x   1.00029809  =   1.00025528
 GH0919
 GH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3803162630(NAD 83)
 GH0919
 GH0919                          SUPERSEDED SURVEY CONTROL
 GH0919
 GH0919  NAD 83(1993)-  36 40 46.35510(N)    096 20 10.25935(W) AD(       ) 3
 GH0919  NAD 83(1986)-  36 40 46.38040(N)    096 20 10.24304(W) AD(       ) 3
 GH0919  NAD 27      -  36 40 46.05100(N)    096 20 09.20558(W) AD(       ) 3
 GH0919
 GH0919.Superseded values are not recommended for survey control.
 GH0919
 GH0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0919.See file dsdata.pdf to determine how the superseded data were derived.
 GH0919
 GH0919_MARKER: DD = SURVEY DISK
 GH0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0919_STAMPING: ET 5 LR 1959
 GH0919_MARK LOGO: USGS
 GH0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0919+STABILITY: SURFACE MOTION
 GH0919
 GH0919  HISTORY     - Date     Condition        Report By
 GH0919  HISTORY     - 1959     MONUMENTED       USGS
 GH0919
 GH0919                          STATION DESCRIPTION
 GH0919
 GH0919'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0919'PAWHUSKA, IN THE CITY OF.  IN NE QUARTER SEC. 4, T. 25 N., R. 9 E..
 GH0919'ON THE GROUNDS NEAR THE CITY WATER TANK.  210 FT S. AND 25 FT E. OF
 GH0919'CROSSROADS.  A STANDARD TABLET SET IN A CONCRETE POST.  STAMPED---
 GH0919'ET 5 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0920 ***********************************************************************
 GH0920  DESIGNATION -  ET 6 LR
 GH0920  PID         -  GH0920
 GH0920  STATE/COUNTY-  OK/OSAGE
 GH0920  COUNTRY     -  US
 GH0920  USGS QUAD   -  PAWHUSKA (2018)
 GH0920
 GH0920                         *CURRENT SURVEY CONTROL
 GH0920  ______________________________________________________________________
 GH0920* NAD 83(1997) POSITION- 36 43 25.55753(N) 096 20 14.59664(W)   ADJUSTED
 GH0920* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 GH0920  ______________________________________________________________________
 GH0920  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 GH0920  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 GH0920  HORZ ORDER      -  THIRD
 GH0920
 GH0920.The horizontal coordinates were established by classical geodetic methods
 GH0920.and adjusted by the National Geodetic Survey in October 1998.
 GH0920
 GH0920.The orthometric height was scaled from a topographic map.
 GH0920
 GH0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0920.GEOID18 height accuracy estimate available here.
 GH0920
 GH0920.Click photographs - Photos may exist for this station.
 GH0920
 GH0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0920
 GH0920. The following values were computed from the NAD 83(1997) position.
 GH0920
 GH0920;                    North         East     Units Scale Factor Converg.
 GH0920;SPC OK N     -   192,534.107   748,517.128   MT  0.99999245   +0 58 52.3
 GH0920;SPC OK N     -   631,672.32  2,455,759.94   sFT  0.99999245   +0 58 52.3
 GH0920;UTM  14      - 4,067,534.726   737,787.596   MT  1.00029666   +1 35 34.4
 GH0920
 GH0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0920!SPC OK N     -   0.99995502  x   0.99999245  =   0.99994747
 GH0920!UTM  14      -   0.99995502  x   1.00029666  =   1.00025167
 GH0920
 GH0920:                Primary Azimuth Mark                     Grid Az
 GH0920:SPC OK N     -  STA 108 PCL                              329 35 04.7
 GH0920:UTM  14      -  STA 108 PCL                              328 58 22.6
 GH0920
 GH0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3778767534(NAD 83)
 GH0920
 GH0920|---------------------------------------------------------------------|
 GH0920| PID    Reference Object                     Distance      Geod. Az  |
 GH0920|                                                           dddmmss.s |
 GH0920| GH0931 STA 108 PCL                         APPROX. 3.7 KM 3303357.0 |
 GH0920|---------------------------------------------------------------------|
 GH0920
 GH0920                          SUPERSEDED SURVEY CONTROL
 GH0920
 GH0920  NAD 83(1993)-  36 43 25.55865(N)    096 20 14.59750(W) AD(       ) 3
 GH0920  NAD 83(1986)-  36 43 25.58373(N)    096 20 14.58140(W) AD(       ) 3
 GH0920  NAD 27      -  36 43 25.25814(N)    096 20 13.53907(W) AD(       ) 3
 GH0920
 GH0920.Superseded values are not recommended for survey control.
 GH0920
 GH0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0920.See file dsdata.pdf to determine how the superseded data were derived.
 GH0920
 GH0920_MARKER: DD = SURVEY DISK
 GH0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0920_STAMPING: ET 6 LR 1959
 GH0920_MARK LOGO: USGS
 GH0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0920+STABILITY: SURFACE MOTION
 GH0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0920+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 GH0920
 GH0920  HISTORY     - Date     Condition        Report By
 GH0920  HISTORY     - 1959     MONUMENTED       USGS
 GH0920  HISTORY     - 20080513 GOOD             AIRDAT
 GH0920
 GH0920                          STATION DESCRIPTION
 GH0920
 GH0920'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0920'PAWHUSKA, 4.0 MI N. OF.  NEAR E. SIXTEENTH COR. SECS. 16 AND 21, T. 26
 GH0920'N., R. 9 E..  405 FT SE. ALONG RD. FROM RD. AT SHORT FENCE E. AND 32
 GH0920'FT W. OF CENTERLINE, NORMAL TO CENTERLINE OF RD. AND 4 FT W. OF FENCE
 GH0920'LINE.  A STANDARD TABLET SET IN A CONCRETE POST.  STAMPED---
 GH0920'ET 6 LR 1959---.
 GH0920
 GH0920                          STATION RECOVERY (2008)
 GH0920
 GH0920'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1409 ***********************************************************************
 GL1409  DESIGNATION -  ET BUFFALO
 GL1409  PID         -  GL1409
 GL1409  STATE/COUNTY-  OK/CIMARRON
 GL1409  COUNTRY     -  US
 GL1409  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1409
 GL1409                         *CURRENT SURVEY CONTROL
 GL1409  ______________________________________________________________________
 GL1409* NAD 83(1997) POSITION- 36 57 35.62545(N) 102 30 06.63762(W)   ADJUSTED
 GL1409* NAVD 88 ORTHO HEIGHT -  1244.    (meters)     4081.    (feet) SCALED
 GL1409  ______________________________________________________________________
 GL1409  GEOID HEIGHT    -        -23.736 (meters)                     GEOID18
 GL1409  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC18
 GL1409  HORZ ORDER      -  THIRD
 GL1409
 GL1409.The horizontal coordinates were established by classical geodetic methods
 GL1409.and adjusted by the National Geodetic Survey in October 1998.
 GL1409
 GL1409.The orthometric height was scaled from a topographic map.
 GL1409
 GL1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1409.GEOID18 height accuracy estimate available here.
 GL1409
 GL1409.Click photographs - Photos may exist for this station.
 GL1409
 GL1409.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1409
 GL1409. The following values were computed from the NAD 83(1997) position.
 GL1409
 GL1409;                    North         East     Units Scale Factor Converg.
 GL1409;SPC OK N     -   226,761.267   199,200.241   MT  1.00004097   -2 39 24.3
 GL1409;SPC OK N     -   743,965.92    653,542.79   sFT  1.00004097   -2 39 24.3
 GL1409;UTM  13      - 4,093,339.890   722,412.495   MT  1.00020944   +1 30 09.5
 GL1409
 GL1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1409!SPC OK N     -   0.99980861  x   1.00004097  =   0.99984957
 GL1409!UTM  13      -   0.99980861  x   1.00020944  =   1.00001801
 GL1409
 GL1409:                Primary Azimuth Mark                     Grid Az
 GL1409:SPC OK N     -  ET THISTLE                               276 35 16.6
 GL1409:UTM  13      -  ET THISTLE                               272 25 42.8
 GL1409
 GL1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2241293339(NAD 83)
 GL1409
 GL1409|---------------------------------------------------------------------|
 GL1409| PID    Reference Object                     Distance      Geod. Az  |
 GL1409|                                                           dddmmss.s |
 GL1409| GL1410 ET THISTLE                          APPROX. 9.6 KM 2735552.3 |
 GL1409|---------------------------------------------------------------------|
 GL1409
 GL1409                          SUPERSEDED SURVEY CONTROL
 GL1409
 GL1409  NAD 83(1993)-  36 57 35.62687(N)    102 30 06.63543(W) AD(       ) 3
 GL1409  NAD 83(1992)-  36 57 35.63999(N)    102 30 06.64769(W) AD(       ) 3
 GL1409  NAD 83(1992)-  36 57 35.63962(N)    102 30 06.63207(W) AD(       ) 3
 GL1409  NAD 83(1986)-  36 57 35.63966(N)    102 30 06.63202(W) AD(       ) 3
 GL1409  NAD 27      -  36 57 35.56918(N)    102 30 04.95676(W) AD(       ) 3
 GL1409
 GL1409.Superseded values are not recommended for survey control.
 GL1409
 GL1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1409.See file dsdata.pdf to determine how the superseded data were derived.
 GL1409
 GL1409_MARKER: DD = SURVEY DISK
 GL1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1409_STAMPING: BUFFALO ET 1961
 GL1409_MARK LOGO: USFS
 GL1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1409+STABILITY: SURFACE MOTION
 GL1409
 GL1409  HISTORY     - Date     Condition        Report By
 GL1409  HISTORY     - 1961     MONUMENTED       USFS
 GL1409
 GL1409                          STATION DESCRIPTION
 GL1409
 GL1409'DESCRIBED BY US FOREST SERVICE 1961
 GL1409'CAMPO, COLORADO, 11.75 MI SSE. OF.  BOISE CITY, OKLAHOMA, 16.0 MI N.
 GL1409'OF, IN CIMARRON COUNTY, OKLAHOMA, SEC. 27, T6N, R5E, CIMARRON
 GL1409'PRINCIPAL MERIDIAN.
 GL1409'
 GL1409'THE STATION IS A STANDARD USFS BRONZE TABLET STAMPED
 GL1409'---BUFFALO ET 1961--- SET IN A CONCRETE POST PROJECTING 0.6 FT. (A
 GL1409'REDWOOD 4 X 4 WITNESS POST PAINTED WHITE WITH U. S. TRIANGLE WAS SET 4
 GL1409'FT EAST OF STATION).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1410 ***********************************************************************
 GL1410  DESIGNATION -  ET THISTLE
 GL1410  PID         -  GL1410
 GL1410  STATE/COUNTY-  OK/CIMARRON
 GL1410  COUNTRY     -  US
 GL1410  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1410
 GL1410                         *CURRENT SURVEY CONTROL
 GL1410  ______________________________________________________________________
 GL1410* NAD 83(1997) POSITION- 36 57 56.77836(N) 102 36 33.41002(W)   ADJUSTED
 GL1410* NAVD 88 ORTHO HEIGHT -  1279.    (meters)     4196.    (feet) SCALED
 GL1410  ______________________________________________________________________
 GL1410  GEOID HEIGHT    -        -23.473 (meters)                     GEOID18
 GL1410  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 GL1410  HORZ ORDER      -  THIRD
 GL1410
 GL1410.The horizontal coordinates were established by classical geodetic methods
 GL1410.and adjusted by the National Geodetic Survey in October 1998.
 GL1410
 GL1410.The orthometric height was scaled from a topographic map.
 GL1410
 GL1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1410.GEOID18 height accuracy estimate available here.
 GL1410
 GL1410.Click photographs - Photos may exist for this station.
 GL1410
 GL1410.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1410
 GL1410. The following values were computed from the NAD 83(1997) position.
 GL1410
 GL1410;                    North         East     Units Scale Factor Converg.
 GL1410;SPC OK N     -   227,861.452   189,673.182   MT  1.00004239   -2 43 12.6
 GL1410;SPC OK N     -   747,575.45    622,286.10   sFT  1.00004239   -2 43 12.6
 GL1410;UTM  13      - 4,093,746.313   712,829.375   MT  1.00015805   +1 26 17.4
 GL1410
 GL1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1410!SPC OK N     -   0.99980307  x   1.00004239  =   0.99984546
 GL1410!UTM  13      -   0.99980307  x   1.00015805  =   0.99996109
 GL1410
 GL1410:                Primary Azimuth Mark                     Grid Az
 GL1410:SPC OK N     -  BOLT ET                                  283 08 46.2
 GL1410:UTM  13      -  BOLT ET                                  278 59 16.2
 GL1410
 GL1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1282993746(NAD 83)
 GL1410
 GL1410|---------------------------------------------------------------------|
 GL1410| PID    Reference Object                     Distance      Geod. Az  |
 GL1410|                                                           dddmmss.s |
 GL1410| GL1413 BOLT ET                             APPROX. 7.1 KM 2802533.6 |
 GL1410|---------------------------------------------------------------------|
 GL1410
 GL1410                          SUPERSEDED SURVEY CONTROL
 GL1410
 GL1410  NAD 83(1993)-  36 57 56.77946(N)    102 36 33.40860(W) AD(       ) 3
 GL1410  NAD 83(1992)-  36 57 56.78972(N)    102 36 33.42090(W) AD(       ) 3
 GL1410  NAD 83(1992)-  36 57 56.79142(N)    102 36 33.40515(W) AD(       ) 3
 GL1410  NAD 83(1986)-  36 57 56.79146(N)    102 36 33.40513(W) AD(       ) 3
 GL1410  NAD 27      -  36 57 56.72313(N)    102 36 31.71800(W) AD(       ) 3
 GL1410
 GL1410.Superseded values are not recommended for survey control.
 GL1410
 GL1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1410.See file dsdata.pdf to determine how the superseded data were derived.
 GL1410
 GL1410_MARKER: DD = SURVEY DISK
 GL1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1410_STAMPING: THISTLE ET 1961
 GL1410_MARK LOGO: USFS
 GL1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1410+STABILITY: SURFACE MOTION
 GL1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1410+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 GL1410
 GL1410  HISTORY     - Date     Condition        Report By
 GL1410  HISTORY     - 1961     MONUMENTED       USFS
 GL1410  HISTORY     - 20100413 GOOD             INDIV
 GL1410
 GL1410                          STATION DESCRIPTION
 GL1410
 GL1410'DESCRIBED BY US FOREST SERVICE 1961
 GL1410'CAMPO, COLORADO, 10.25 MI SSW. OF.  BOISE CITY, OKLAHOMA, 17.5 MI NNW.
 GL1410'OF, IN CIMARRON COUNTY, OKLAHOMA, SEC. 27, T6N, R4E, CIMARRON
 GL1410'PRINCIPAL MERIDIAN.
 GL1410'
 GL1410'THE STATION IS A STANDARD USFS BRONZE TABLET STAMPED
 GL1410'---THISTLE ET 1961--- SET IN A CONCRETE POST PROJECTING 0.4 FT., 6.0
 GL1410'FT SOUTH OF E-W FENCE. (A REDWOOD 4 X 4 WITNESS POST PAINTED WHITE
 GL1410'WITH U. S. TRIANGLE WAS SET 4 FT SOUTH OF STATION).
 GL1410
 GL1410                          STATION RECOVERY (2010)
 GL1410
 GL1410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (WTC)
 GL1410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0933 ***********************************************************************
 GH0933  DESIGNATION -  ET10LR
 GH0933  PID         -  GH0933
 GH0933  STATE/COUNTY-  OK/OSAGE
 GH0933  COUNTRY     -  US
 GH0933  USGS QUAD   -  NANOS (2018)
 GH0933
 GH0933                         *CURRENT SURVEY CONTROL
 GH0933  ______________________________________________________________________
 GH0933* NAD 83(1997) POSITION- 36 52 11.84481(N) 096 22 20.22675(W)   ADJUSTED
 GH0933* NAVD 88 ORTHO HEIGHT -   333.0   (meters)     1093.    (feet) VERTCON3
 GH0933  ______________________________________________________________________
 GH0933  GEOID HEIGHT    -        -28.773 (meters)                     GEOID18
 GH0933  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 GH0933  HORZ ORDER      -  THIRD
 GH0933  VERT ORDER      -  THIRD ? (See Below)
 GH0933
 GH0933.The horizontal coordinates were established by classical geodetic methods
 GH0933.and adjusted by the National Geodetic Survey in October 1998.
 GH0933
 GH0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0933
 GH0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0933.GEOID18 height accuracy estimate available here.
 GH0933
 GH0933.The vertical order pertains to the NGVD 29 superseded value.
 GH0933
 GH0933.Click photographs - Photos may exist for this station.
 GH0933
 GH0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0933
 GH0933. The following values were computed from the NAD 83(1997) position.
 GH0933
 GH0933;                    North         East     Units Scale Factor Converg.
 GH0933;SPC OK N     -   208,702.466   745,128.154   MT  1.00002048   +0 57 38.1
 GH0933;SPC OK N     -   684,718.01  2,444,641.29   sFT  1.00002048   +0 57 38.1
 GH0933;UTM  14      - 4,083,670.348   734,224.490   MT  1.00027591   +1 34 38.5
 GH0933
 GH0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0933!SPC OK N     -   0.99995226  x   1.00002048  =   0.99997274
 GH0933!UTM  14      -   0.99995226  x   1.00027591  =   1.00022816
 GH0933
 GH0933:                Primary Azimuth Mark                     Grid Az
 GH0933:SPC OK N     -  STA 113 PCL                              136 01 37.5
 GH0933:UTM  14      -  STA 113 PCL                              135 24 37.1
 GH0933
 GH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3422483670(NAD 83)
 GH0933
 GH0933|---------------------------------------------------------------------|
 GH0933| PID    Reference Object                     Distance      Geod. Az  |
 GH0933|                                                           dddmmss.s |
 GH0933| GH0930 STA 113 PCL                         APPROX. 2.8 KM 1365915.6 |
 GH0933|---------------------------------------------------------------------|
 GH0933
 GH0933                          SUPERSEDED SURVEY CONTROL
 GH0933
 GH0933  NAD 83(1993)-  36 52 11.84622(N)    096 22 20.23084(W) AD(       ) 3
 GH0933  NAD 83(1986)-  36 52 11.87078(N)    096 22 20.21261(W) AD(       ) 3
 GH0933  NAD 27      -  36 52 11.55857(N)    096 22 19.18820(W) AD(       ) 3
 GH0933
 GH0933.Superseded values are not recommended for survey control.
 GH0933
 GH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0933.See file dsdata.pdf to determine how the superseded data were derived.
 GH0933
 GH0933_MARKER: DD = SURVEY DISK
 GH0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0933_STAMPING: ET 10 LR 1959
 GH0933_MARK LOGO: USGS
 GH0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0933+STABILITY: SURFACE MOTION
 GH0933
 GH0933  HISTORY     - Date     Condition        Report By
 GH0933  HISTORY     - 1959     MONUMENTED       USGS
 GH0933
 GH0933                          STATION DESCRIPTION
 GH0933
 GH0933'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0933'PAWHUSKA, 14.5 MI N. AND 1.5 MI W. OF.  IN SE QUARTER SEC. 30, T. 28
 GH0933'N., R. 9 E..  ON SE. POINT OF PROMINENT RIDGE.  A STANDARD TABLET SET
 GH0933'IN A CONCRETE POST.  STAMPED---ET 10 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0893 ***********************************************************************
 GH0893  DESIGNATION -  ET12LR
 GH0893  PID         -  GH0893
 GH0893  STATE/COUNTY-  OK/OSAGE
 GH0893  COUNTRY     -  US
 GH0893  USGS QUAD   -  HERD (2018)
 GH0893
 GH0893                         *CURRENT SURVEY CONTROL
 GH0893  ______________________________________________________________________
 GH0893* NAD 83(1997) POSITION- 36 51 32.45961(N) 096 13 27.50930(W)   ADJUSTED
 GH0893* NAVD 88 ORTHO HEIGHT -   309.1   (meters)     1014.    (feet) VERTCON3
 GH0893  ______________________________________________________________________
 GH0893  GEOID HEIGHT    -        -28.869 (meters)                     GEOID18
 GH0893  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 GH0893  HORZ ORDER      -  THIRD
 GH0893  VERT ORDER      -  THIRD ? (See Below)
 GH0893
 GH0893.The horizontal coordinates were established by classical geodetic methods
 GH0893.and adjusted by the National Geodetic Survey in October 1998.
 GH0893
 GH0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0893
 GH0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0893.GEOID18 height accuracy estimate available here.
 GH0893
 GH0893.The vertical order pertains to the NGVD 29 superseded value.
 GH0893
 GH0893.Click photographs - Photos may exist for this station.
 GH0893
 GH0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0893
 GH0893. The following values were computed from the NAD 83(1997) position.
 GH0893
 GH0893;                    North         East     Units Scale Factor Converg.
 GH0893;SPC OK N     -   207,719.794   758,342.685   MT  1.00001815   +1 02 52.5
 GH0893;SPC OK N     -   681,494.02  2,487,995.96   sFT  1.00001815   +1 02 52.5
 GH0893;UTM  14      - 4,082,829.864   747,452.749   MT  1.00035442   +1 39 57.0
 GH0893
 GH0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0893!SPC OK N     -   0.99995603  x   1.00001815  =   0.99997418
 GH0893!UTM  14      -   0.99995603  x   1.00035442  =   1.00031043
 GH0893
 GH0893:                Primary Azimuth Mark                     Grid Az
 GH0893:SPC OK N     -  ET13LR                                   066 44 41.4
 GH0893:UTM  14      -  ET13LR                                   066 07 36.9
 GH0893
 GH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4745282829(NAD 83)
 GH0893
 GH0893|---------------------------------------------------------------------|
 GH0893| PID    Reference Object                     Distance      Geod. Az  |
 GH0893|                                                           dddmmss.s |
 GH0893| GH0896 ET13LR                              APPROX. 4.9 KM 0674733.9 |
 GH0893|---------------------------------------------------------------------|
 GH0893
 GH0893                          SUPERSEDED SURVEY CONTROL
 GH0893
 GH0893  NAD 83(1993)-  36 51 32.46152(N)    096 13 27.51262(W) AD(       ) 3
 GH0893  NAD 83(1986)-  36 51 32.48481(N)    096 13 27.49402(W) AD(       ) 3
 GH0893  NAD 27      -  36 51 32.17932(N)    096 13 26.49591(W) AD(       ) 3
 GH0893
 GH0893.Superseded values are not recommended for survey control.
 GH0893
 GH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0893.See file dsdata.pdf to determine how the superseded data were derived.
 GH0893
 GH0893_MARKER: DD = SURVEY DISK
 GH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0893_STAMPING: ET 12 LR 1959
 GH0893_MARK LOGO: USGS
 GH0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0893+STABILITY: SURFACE MOTION
 GH0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0893+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2011
 GH0893
 GH0893  HISTORY     - Date     Condition        Report By
 GH0893  HISTORY     - 1959     MONUMENTED       USGS
 GH0893  HISTORY     - 20110519 GOOD             INDIV
 GH0893
 GH0893                          STATION DESCRIPTION
 GH0893
 GH0893'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0893'AT BIGHEART.  IN THE SW QUARTER SEC. 34, T. 27 N., R. 10 E..  ABOUT
 GH0893'1400 FT S. OF CENTERLINE OF CROSSROADS.  ON PROMINENT TOP.  A
 GH0893'STANDARD TABLET SET IN CONCRETE POST AND STAMPED---ET 12 LR 1959---.
 GH0893
 GH0893                          STATION RECOVERY (2011)
 GH0893
 GH0893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JF)
 GH0893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0896 ***********************************************************************
 GH0896  DESIGNATION -  ET13LR
 GH0896  PID         -  GH0896
 GH0896  STATE/COUNTY-  OK/OSAGE
 GH0896  COUNTRY     -  US
 GH0896  USGS QUAD   -  WHIPPOORWILL (2018)
 GH0896
 GH0896                         *CURRENT SURVEY CONTROL
 GH0896  ______________________________________________________________________
 GH0896* NAD 83(1997) POSITION- 36 52 32.47523(N) 096 10 24.40208(W)   ADJUSTED
 GH0896* NAVD 88 ORTHO HEIGHT -   287.2   (meters)      942.    (feet) VERTCON3
 GH0896  ______________________________________________________________________
 GH0896  GEOID HEIGHT    -        -28.999 (meters)                     GEOID18
 GH0896  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 GH0896  HORZ ORDER      -  THIRD
 GH0896
 GH0896.The horizontal coordinates were established by classical geodetic methods
 GH0896.and adjusted by the National Geodetic Survey in October 1998.
 GH0896
 GH0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0896
 GH0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0896.GEOID18 height accuracy estimate available here.
 GH0896
 GH0896.Click photographs - Photos may exist for this station.
 GH0896
 GH0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0896
 GH0896. The following values were computed from the NAD 83(1997) position.
 GH0896
 GH0896;                    North         East     Units Scale Factor Converg.
 GH0896;SPC OK N     -   209,653.713   762,842.938   MT  1.00002171   +1 04 40.6
 GH0896;SPC OK N     -   687,838.89  2,502,760.54   sFT  1.00002171   +1 04 40.6
 GH0896;UTM  14      - 4,084,812.941   751,933.423   MT  1.00038199   +1 41 49.4
 GH0896
 GH0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0896!SPC OK N     -   0.99995948  x   1.00002171  =   0.99998119
 GH0896!UTM  14      -   0.99995948  x   1.00038199  =   1.00034145
 GH0896
 GH0896:                Primary Azimuth Mark                     Grid Az
 GH0896:SPC OK N     -  STA 118 PCL                              091 09 30.3
 GH0896:UTM  14      -  STA 118 PCL                              090 32 21.5
 GH0896
 GH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5193384812(NAD 83)
 GH0896
 GH0896|---------------------------------------------------------------------|
 GH0896| PID    Reference Object                     Distance      Geod. Az  |
 GH0896|                                                           dddmmss.s |
 GH0896| GH0892 STA 118 PCL                         APPROX. 3.3 KM 0921410.9 |
 GH0896|---------------------------------------------------------------------|
 GH0896
 GH0896                          SUPERSEDED SURVEY CONTROL
 GH0896
 GH0896  NAD 83(1993)-  36 52 32.47739(N)    096 10 24.40527(W) AD(       ) 3
 GH0896  NAD 83(1986)-  36 52 32.50050(N)    096 10 24.38643(W) AD(       ) 3
 GH0896  NAD 27      -  36 52 32.19485(N)    096 10 23.39684(W) AD(       ) 3
 GH0896  NGVD 29 (07/19/86)  287.1    (m)          942.     (f) VERT ANG       
 GH0896
 GH0896.Superseded values are not recommended for survey control.
 GH0896
 GH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0896.See file dsdata.pdf to determine how the superseded data were derived.
 GH0896
 GH0896_MARKER: DD = SURVEY DISK
 GH0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0896_STAMPING: ET 13 LR 1959
 GH0896_MARK LOGO: USGS
 GH0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0896+STABILITY: SURFACE MOTION
 GH0896
 GH0896  HISTORY     - Date     Condition        Report By
 GH0896  HISTORY     - 1959     MONUMENTED       USGS
 GH0896
 GH0896                          STATION DESCRIPTION
 GH0896
 GH0896'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0896'BIGHEART, 1.5 MI N. AND 3.0 MI E. OF.  BOWRING, 2.75 MI W. OF .  IN SE
 GH0896'QUARTER SEC. 25, T. 28 N., R. 10 E..  ABOUT 0.5 MI N. OF STATE HIGHWAY
 GH0896'10 ON THE ROCKING CHAIR RANCH PROPERTY.  A STANDARD TABLET SET IN A
 GH0896'CONCRETE POST STAMPED---ET 13 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0882 ***********************************************************************
 GH0882  DESIGNATION -  ET14LR
 GH0882  PID         -  GH0882
 GH0882  STATE/COUNTY-  OK/OSAGE
 GH0882  COUNTRY     -  US
 GH0882  USGS QUAD   -  BOWRING (2018)
 GH0882
 GH0882                         *CURRENT SURVEY CONTROL
 GH0882  ______________________________________________________________________
 GH0882* NAD 83(1997) POSITION- 36 52 44.94312(N) 096 07 27.54711(W)   ADJUSTED
 GH0882* NAVD 88 ORTHO HEIGHT -   250.5   (meters)      822.    (feet) VERTCON3
 GH0882  ______________________________________________________________________
 GH0882  GEOID HEIGHT    -        -29.100 (meters)                     GEOID18
 GH0882  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 GH0882  HORZ ORDER      -  THIRD
 GH0882  VERT ORDER      -  THIRD ? (See Below)
 GH0882
 GH0882.The horizontal coordinates were established by classical geodetic methods
 GH0882.and adjusted by the National Geodetic Survey in October 1998.
 GH0882
 GH0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0882
 GH0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0882.GEOID18 height accuracy estimate available here.
 GH0882
 GH0882.The vertical order pertains to the NGVD 29 superseded value.
 GH0882
 GH0882.Click photographs - Photos may exist for this station.
 GH0882
 GH0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0882
 GH0882. The following values were computed from the NAD 83(1997) position.
 GH0882
 GH0882;                    North         East     Units Scale Factor Converg.
 GH0882;SPC OK N     -   210,121.498   767,214.742   MT  1.00002246   +1 06 24.9
 GH0882;SPC OK N     -   689,373.61  2,517,103.70   sFT  1.00002246   +1 06 24.9
 GH0882;UTM  14      - 4,085,328.155   756,301.545   MT  1.00040935   +1 43 36.2
 GH0882
 GH0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0882!SPC OK N     -   0.99996526  x   1.00002246  =   0.99998772
 GH0882!UTM  14      -   0.99996526  x   1.00040935  =   1.00037459
 GH0882
 GH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5630185328(NAD 83)
 GH0882
 GH0882                          SUPERSEDED SURVEY CONTROL
 GH0882
 GH0882  NAD 83(1993)-  36 52 44.94522(N)    096 07 27.55057(W) AD(       ) 3
 GH0882  NAD 83(1986)-  36 52 44.96822(N)    096 07 27.53161(W) AD(       ) 3
 GH0882  NAD 27      -  36 52 44.66071(N)    096 07 26.55013(W) AD(       ) 3
 GH0882
 GH0882.Superseded values are not recommended for survey control.
 GH0882
 GH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0882.See file dsdata.pdf to determine how the superseded data were derived.
 GH0882
 GH0882_MARKER: DD = SURVEY DISK
 GH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0882_STAMPING: ET 14 LR 1959
 GH0882_MARK LOGO: USGS
 GH0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0882+STABILITY: SURFACE MOTION
 GH0882
 GH0882  HISTORY     - Date     Condition        Report By
 GH0882  HISTORY     - 1959     MONUMENTED       USGS
 GH0882
 GH0882                          STATION DESCRIPTION
 GH0882
 GH0882'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0882'BOWRING, AT THE VILLAGE OF.  IN NE QUARTER SEC. 28, T. 28 N., R. 11
 GH0882'E..  47 FT N. OF INTERSECTION OF STATE HIGHWAY 10 WITH RD. S. AND 3 FT
 GH0882'N. OF FENCE.  A STANDARD TABLET SET IN A CONCRETE POST.  STAMPED---
 GH0882'ET 14 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0888 ***********************************************************************
 GH0888  DESIGNATION -  ET15LR
 GH0888  PID         -  GH0888
 GH0888  STATE/COUNTY-  OK/OSAGE
 GH0888  COUNTRY     -  US
 GH0888  USGS QUAD   -  HERD (2018)
 GH0888
 GH0888                         *CURRENT SURVEY CONTROL
 GH0888  ______________________________________________________________________
 GH0888* NAD 83(1997) POSITION- 36 49 59.19378(N) 096 07 29.76573(W)   ADJUSTED
 GH0888* NAVD 88 ORTHO HEIGHT -   291.2   (meters)      955.    (feet) VERTCON3
 GH0888  ______________________________________________________________________
 GH0888  GEOID HEIGHT    -        -28.997 (meters)                     GEOID18
 GH0888  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 GH0888  HORZ ORDER      -  THIRD
 GH0888  VERT ORDER      -  THIRD ? (See Below)
 GH0888
 GH0888.The horizontal coordinates were established by classical geodetic methods
 GH0888.and adjusted by the National Geodetic Survey in October 1998.
 GH0888
 GH0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0888
 GH0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0888.GEOID18 height accuracy estimate available here.
 GH0888
 GH0888.The vertical order pertains to the NGVD 29 superseded value.
 GH0888
 GH0888.Click photographs - Photos may exist for this station.
 GH0888
 GH0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0888
 GH0888. The following values were computed from the NAD 83(1997) position.
 GH0888
 GH0888;                    North         East     Units Scale Factor Converg.
 GH0888;SPC OK N     -   205,011.849   767,258.483   MT  1.00001280   +1 06 23.6
 GH0888;SPC OK N     -   672,609.71  2,517,247.21   sFT  1.00001280   +1 06 23.6
 GH0888;UTM  14      - 4,080,217.273   756,400.512   MT  1.00040998   +1 43 28.2
 GH0888
 GH0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0888!SPC OK N     -   0.99995886  x   1.00001280  =   0.99997166
 GH0888!UTM  14      -   0.99995886  x   1.00040998  =   1.00036882
 GH0888
 GH0888:                Primary Azimuth Mark                     Grid Az
 GH0888:SPC OK N     -  STA 123 PCL                              179 18 36.9
 GH0888:UTM  14      -  STA 123 PCL                              178 41 32.3
 GH0888
 GH0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5640080217(NAD 83)
 GH0888
 GH0888|---------------------------------------------------------------------|
 GH0888| PID    Reference Object                     Distance      Geod. Az  |
 GH0888|                                                           dddmmss.s |
 GH0888| GH0889 STA 123 PCL                         APPROX. 0.8 KM 1802500.5 |
 GH0888|---------------------------------------------------------------------|
 GH0888
 GH0888                          SUPERSEDED SURVEY CONTROL
 GH0888
 GH0888  NAD 83(1993)-  36 49 59.19577(N)    096 07 29.76863(W) AD(       ) 3
 GH0888  NAD 83(1986)-  36 49 59.21882(N)    096 07 29.74964(W) AD(       ) 3
 GH0888  NAD 27      -  36 49 58.90871(N)    096 07 28.77398(W) AD(       ) 3
 GH0888
 GH0888.Superseded values are not recommended for survey control.
 GH0888
 GH0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0888.See file dsdata.pdf to determine how the superseded data were derived.
 GH0888
 GH0888_MARKER: DD = SURVEY DISK
 GH0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0888_STAMPING: ET 15 LR 1959
 GH0888_MARK LOGO: USGS
 GH0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0888+STABILITY: SURFACE MOTION
 GH0888
 GH0888  HISTORY     - Date     Condition        Report By
 GH0888  HISTORY     - 1959     MONUMENTED       USGS
 GH0888
 GH0888                          STATION DESCRIPTION
 GH0888
 GH0888'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0888'BOWRING, 3.0 MI S. OF.  NEAR CENTER SEC. 9, T. 27 N., R. 11 E..  150
 GH0888'FT N. AND 39 FT E. OF CENTERLINE OF RD. AT FENCE E..  5 FT E. OF
 GH0888'FENCE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 15 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0886 ***********************************************************************
 GH0886  DESIGNATION -  ET16LR
 GH0886  PID         -  GH0886
 GH0886  STATE/COUNTY-  OK/OSAGE
 GH0886  COUNTRY     -  US
 GH0886  USGS QUAD   -  BOWRING SE (2018)
 GH0886
 GH0886                         *CURRENT SURVEY CONTROL
 GH0886  ______________________________________________________________________
 GH0886* NAD 83(1997) POSITION- 36 46 52.00153(N) 096 06 41.50309(W)   ADJUSTED
 GH0886* NAVD 88 ORTHO HEIGHT -   295.    (meters)      968.    (feet) SCALED
 GH0886  ______________________________________________________________________
 GH0886  GEOID HEIGHT    -        -28.931 (meters)                     GEOID18
 GH0886  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC18
 GH0886  HORZ ORDER      -  THIRD
 GH0886
 GH0886.The horizontal coordinates were established by classical geodetic methods
 GH0886.and adjusted by the National Geodetic Survey in October 1998.
 GH0886
 GH0886.The orthometric height was scaled from a topographic map.
 GH0886
 GH0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0886.GEOID18 height accuracy estimate available here.
 GH0886
 GH0886.Click photographs - Photos may exist for this station.
 GH0886
 GH0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0886
 GH0886. The following values were computed from the NAD 83(1997) position.
 GH0886
 GH0886;                    North         East     Units Scale Factor Converg.
 GH0886;SPC OK N     -   199,265.664   768,566.428   MT  1.00000267   +1 06 52.1
 GH0886;SPC OK N     -   653,757.43  2,521,538.36   sFT  1.00000267   +1 06 52.1
 GH0886;UTM  14      - 4,074,483.174   757,770.812   MT  1.00041867   +1 43 49.6
 GH0886
 GH0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0886!SPC OK N     -   0.99995823  x   1.00000267  =   0.99996090
 GH0886!UTM  14      -   0.99995823  x   1.00041867  =   1.00037688
 GH0886
 GH0886:                Primary Azimuth Mark                     Grid Az
 GH0886:SPC OK N     -  STA 124 PCL                              339 43 44.2
 GH0886:UTM  14      -  STA 124 PCL                              339 06 46.7
 GH0886
 GH0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5777074483(NAD 83)
 GH0886
 GH0886|---------------------------------------------------------------------|
 GH0886| PID    Reference Object                     Distance      Geod. Az  |
 GH0886|                                                           dddmmss.s |
 GH0886| GH0887 STA 124 PCL                         APPROX. 3.3 KM 3405036.3 |
 GH0886|---------------------------------------------------------------------|
 GH0886
 GH0886                          SUPERSEDED SURVEY CONTROL
 GH0886
 GH0886  NAD 83(1993)-  36 46 52.00316(N)    096 06 41.50575(W) AD(       ) 3
 GH0886  NAD 83(1986)-  36 46 52.02627(N)    096 06 41.48657(W) AD(       ) 3
 GH0886  NAD 27      -  36 46 51.71212(N)    096 06 40.51912(W) AD(       ) 3
 GH0886
 GH0886.Superseded values are not recommended for survey control.
 GH0886
 GH0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0886.See file dsdata.pdf to determine how the superseded data were derived.
 GH0886
 GH0886_MARKER: DD = SURVEY DISK
 GH0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0886_STAMPING: ET 16 LR 1959
 GH0886_MARK LOGO: USGS
 GH0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0886+STABILITY: SURFACE MOTION
 GH0886
 GH0886  HISTORY     - Date     Condition        Report By
 GH0886  HISTORY     - 1959     MONUMENTED       USGS
 GH0886
 GH0886                          STATION DESCRIPTION
 GH0886
 GH0886'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0886'BOWRING, 6.5 MI S. OF.  BARTLESVILLE, 1.5 MI N. AND 7.0 MI W. OF.  IN
 GH0886'NW QUARTER SEC. 34, T. 27 N., R. 11 E..  224 FT S. AND 15 FT E. OF
 GH0886'CENTERLINE RD. AT FENCE E..  4 FT E. OF FENCE LINE.  IN CONCRETE POST.
 GH0886'STANDARD TABLET STAMPED---ET 16 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0885 ***********************************************************************
 GH0885  DESIGNATION -  ET17LR
 GH0885  PID         -  GH0885
 GH0885  STATE/COUNTY-  OK/OSAGE
 GH0885  COUNTRY     -  US
 GH0885  USGS QUAD   -  BOWRING SE (2018)
 GH0885
 GH0885                         *CURRENT SURVEY CONTROL
 GH0885  ______________________________________________________________________
 GH0885* NAD 83(1997) POSITION- 36 45 30.23186(N) 096 02 05.16188(W)   ADJUSTED
 GH0885* NAVD 88 ORTHO HEIGHT -   295.    (meters)      968.    (feet) SCALED
 GH0885  ______________________________________________________________________
 GH0885  GEOID HEIGHT    -        -29.050 (meters)                     GEOID18
 GH0885  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 GH0885  HORZ ORDER      -  THIRD
 GH0885
 GH0885.The horizontal coordinates were established by classical geodetic methods
 GH0885.and adjusted by the National Geodetic Survey in October 1998.
 GH0885
 GH0885.The orthometric height was scaled from a topographic map.
 GH0885
 GH0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0885.GEOID18 height accuracy estimate available here.
 GH0885
 GH0885.Click photographs - Photos may exist for this station.
 GH0885
 GH0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0885
 GH0885. The following values were computed from the NAD 83(1997) position.
 GH0885
 GH0885;                    North         East     Units Scale Factor Converg.
 GH0885;SPC OK N     -   196,881.537   775,468.316   MT  0.99999850   +1 09 35.2
 GH0885;SPC OK N     -   645,935.51  2,544,182.30   sFT  0.99999850   +1 09 35.2
 GH0885;UTM  14      - 4,072,172.356   764,700.978   MT  1.00046330   +1 46 32.0
 GH0885;UTM  15      - 4,072,367.086   229,090.173   MT  1.00050428   -1 49 02.1
 GH0885
 GH0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0885!SPC OK N     -   0.99995825  x   0.99999850  =   0.99995675
 GH0885!UTM  14      -   0.99995825  x   1.00046330  =   1.00042153
 GH0885!UTM  15      -   0.99995825  x   1.00050428  =   1.00046250
 GH0885
 GH0885:                Primary Azimuth Mark                     Grid Az
 GH0885:SPC OK N     -  STA 129 ECC                              096 08 10.8
 GH0885:UTM  14      -  STA 129 ECC                              095 31 14.0
 GH0885:UTM  15      -  STA 129 ECC                              099 06 48.1
 GH0885
 GH0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6470072172(NAD 83)
 GH0885
 GH0885|---------------------------------------------------------------------|
 GH0885| PID    Reference Object                     Distance      Geod. Az  |
 GH0885|                                                           dddmmss.s |
 GH0885| GH0890 STA 129 ECC                         APPROX. 3.0 KM 0971746.0 |
 GH0885|---------------------------------------------------------------------|
 GH0885
 GH0885                          SUPERSEDED SURVEY CONTROL
 GH0885
 GH0885  NAD 83(1993)-  36 45 30.23363(N)    096 02 05.16443(W) AD(       ) 3
 GH0885  NAD 83(1986)-  36 45 30.25694(N)    096 02 05.14468(W) AD(       ) 3
 GH0885  NAD 27      -  36 45 29.93780(N)    096 02 04.19665(W) AD(       ) 3
 GH0885
 GH0885.Superseded values are not recommended for survey control.
 GH0885
 GH0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0885.See file dsdata.pdf to determine how the superseded data were derived.
 GH0885
 GH0885_MARKER: DD = SURVEY DISK
 GH0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0885_STAMPING: ET 17 LR 1959
 GH0885_MARK LOGO: USGS
 GH0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0885+STABILITY: SURFACE MOTION
 GH0885
 GH0885  HISTORY     - Date     Condition        Report By
 GH0885  HISTORY     - 1959     MONUMENTED       USGS
 GH0885
 GH0885                          STATION DESCRIPTION
 GH0885
 GH0885'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0885'BARTLESVILLE, 2.5 MI W. OF CITY LIMITS, ON GROUND NEAR SE. CORNER OF
 GH0885'AIR FORCE RADAR BASE.  ON HIGH HILL ABOUT 0.5 MI N. OF U.S. HIGHWAY
 GH0885'60.  178.8 FT SW. OF SW. CORNER OF BUILDING ON RADAR BASE AND 110 FT
 GH0885'N. OF HIGH WOVEN WIRE FENCE.  A STANDARD TABLET SET IN CONCRETE POST
 GH0885'STAMPED---ET 17 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0897 ***********************************************************************
 GH0897  DESIGNATION -  ET19LR
 GH0897  PID         -  GH0897
 GH0897  STATE/COUNTY-  OK/OSAGE
 GH0897  COUNTRY     -  US
 GH0897  USGS QUAD   -  WOOLAROC (2018)
 GH0897
 GH0897                         *CURRENT SURVEY CONTROL
 GH0897  ______________________________________________________________________
 GH0897* NAD 83(1997) POSITION- 36 44 39.68783(N) 096 07 12.47204(W)   ADJUSTED
 GH0897* NAVD 88 ORTHO HEIGHT -   294.5   (meters)      966.    (feet) VERTCON3
 GH0897  ______________________________________________________________________
 GH0897  GEOID HEIGHT    -        -28.845 (meters)                     GEOID18
 GH0897  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC18
 GH0897  HORZ ORDER      -  THIRD
 GH0897  VERT ORDER      -  THIRD ? (See Below)
 GH0897
 GH0897.The horizontal coordinates were established by classical geodetic methods
 GH0897.and adjusted by the National Geodetic Survey in October 1998.
 GH0897
 GH0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0897
 GH0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0897.GEOID18 height accuracy estimate available here.
 GH0897
 GH0897.The vertical order pertains to the NGVD 29 superseded value.
 GH0897
 GH0897.Click photographs - Photos may exist for this station.
 GH0897
 GH0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0897
 GH0897. The following values were computed from the NAD 83(1997) position.
 GH0897
 GH0897;                    North         East     Units Scale Factor Converg.
 GH0897;SPC OK N     -   195,172.842   767,877.629   MT  0.99999601   +1 06 33.8
 GH0897;SPC OK N     -   640,329.57  2,519,278.52   sFT  0.99999601   +1 06 33.8
 GH0897;UTM  14      - 4,070,381.482   757,125.728   MT  1.00041459   +1 43 25.7
 GH0897
 GH0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0897!SPC OK N     -   0.99995831  x   0.99999601  =   0.99995432
 GH0897!UTM  14      -   0.99995831  x   1.00041459  =   1.00037288
 GH0897
 GH0897:                Primary Azimuth Mark                     Grid Az
 GH0897:SPC OK N     -  ET16LR                                   009 33 10.9
 GH0897:UTM  14      -  ET16LR                                   008 56 19.0
 GH0897
 GH0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5712570381(NAD 83)
 GH0897
 GH0897|---------------------------------------------------------------------|
 GH0897| PID    Reference Object                     Distance      Geod. Az  |
 GH0897|                                                           dddmmss.s |
 GH0897| GH0886 ET16LR                              APPROX. 4.2 KM 0103944.7 |
 GH0897|---------------------------------------------------------------------|
 GH0897
 GH0897                          SUPERSEDED SURVEY CONTROL
 GH0897
 GH0897  NAD 83(1993)-  36 44 39.68919(N)    096 07 12.47443(W) AD(       ) 3
 GH0897  NAD 83(1986)-  36 44 39.71220(N)    096 07 12.45539(W) AD(       ) 3
 GH0897  NAD 27      -  36 44 39.39784(N)    096 07 11.48714(W) AD(       ) 3
 GH0897
 GH0897.Superseded values are not recommended for survey control.
 GH0897
 GH0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0897.See file dsdata.pdf to determine how the superseded data were derived.
 GH0897
 GH0897_MARKER: DD = SURVEY DISK
 GH0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0897_STAMPING: ET 19 LR 1959
 GH0897_MARK LOGO: USGS
 GH0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0897+STABILITY: SURFACE MOTION
 GH0897
 GH0897  HISTORY     - Date     Condition        Report By
 GH0897  HISTORY     - 1959     MONUMENTED       USGS
 GH0897
 GH0897                          STATION DESCRIPTION
 GH0897
 GH0897'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0897'BARTLESVILLE, 6.5 MI W. OF W. CITY LIMITS.  IN SE QUARTER SEC. 9, T.
 GH0897'26 N., R. 11 E..  48.6 FT S. OF CENTERLINE ON U.S. HIGHWAY 60 AND 34
 GH0897'FT E. OF DIM TRAIL S. AND 3 FT N. OF FENCE LINE.  STANDARD TABLET SET
 GH0897'IN CONCRETE POST AND STAMPED---ET 19 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0894 ***********************************************************************
 GH0894  DESIGNATION -  ET24LR
 GH0894  PID         -  GH0894
 GH0894  STATE/COUNTY-  OK/OSAGE
 GH0894  COUNTRY     -  US
 GH0894  USGS QUAD   -  HERD (2018)
 GH0894
 GH0894                         *CURRENT SURVEY CONTROL
 GH0894  ______________________________________________________________________
 GH0894* NAD 83(1997) POSITION- 36 47 05.17224(N) 096 14 58.84791(W)   ADJUSTED
 GH0894* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 GH0894  ______________________________________________________________________
 GH0894  GEOID HEIGHT    -        -28.679 (meters)                     GEOID18
 GH0894  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 GH0894  HORZ ORDER      -  THIRD
 GH0894
 GH0894.The horizontal coordinates were established by classical geodetic methods
 GH0894.and adjusted by the National Geodetic Survey in October 1998.
 GH0894
 GH0894.The orthometric height was scaled from a topographic map.
 GH0894
 GH0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0894.GEOID18 height accuracy estimate available here.
 GH0894
 GH0894.Click photographs - Photos may exist for this station.
 GH0894
 GH0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0894
 GH0894. The following values were computed from the NAD 83(1997) position.
 GH0894
 GH0894;                    North         East     Units Scale Factor Converg.
 GH0894;SPC OK N     -   199,440.509   756,229.002   MT  1.00000335   +1 01 58.6
 GH0894;SPC OK N     -   654,331.07  2,481,061.32   sFT  1.00000335   +1 01 58.6
 GH0894;UTM  14      - 4,074,525.517   745,427.566   MT  1.00034214   +1 38 51.9
 GH0894
 GH0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0894!SPC OK N     -   0.99995505  x   1.00000335  =   0.99995840
 GH0894!UTM  14      -   0.99995505  x   1.00034214  =   1.00029717
 GH0894
 GH0894:                Primary Azimuth Mark                     Grid Az
 GH0894:SPC OK N     -  ET 25 LR                                 321 15 23.0
 GH0894:UTM  14      -  ET 25 LR                                 320 38 29.7
 GH0894
 GH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4542774525(NAD 83)
 GH0894
 GH0894|---------------------------------------------------------------------|
 GH0894| PID    Reference Object                     Distance      Geod. Az  |
 GH0894|                                                           dddmmss.s |
 GH0894| GH0928 ET 25 LR                            APPROX. 2.8 KM 3221721.6 |
 GH0894|---------------------------------------------------------------------|
 GH0894
 GH0894                          SUPERSEDED SURVEY CONTROL
 GH0894
 GH0894  NAD 83(1993)-  36 47 05.17342(N)    096 14 58.85093(W) AD(       ) 3
 GH0894  NAD 83(1986)-  36 47 05.19682(N)    096 14 58.83256(W) AD(       ) 3
 GH0894  NAD 27      -  36 47 04.88718(N)    096 14 57.83462(W) AD(       ) 3
 GH0894
 GH0894.Superseded values are not recommended for survey control.
 GH0894
 GH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0894.See file dsdata.pdf to determine how the superseded data were derived.
 GH0894
 GH0894_MARKER: DD = SURVEY DISK
 GH0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0894_STAMPING: ET 24 LR 1959
 GH0894_MARK LOGO: USGS
 GH0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0894+STABILITY: SURFACE MOTION
 GH0894
 GH0894  HISTORY     - Date     Condition        Report By
 GH0894  HISTORY     - 1959     MONUMENTED       USGS
 GH0894
 GH0894                          STATION DESCRIPTION
 GH0894
 GH0894'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0894'NELAGONEY, 11.0 MI N. OF.  BIGHEART, 4.5 MI S. AND 1.5 MI W. OF. IN SW
 GH0894'QUARTER SEC. 29, T. 27 N., R. 10 E..  ON TOP OF THE EASTERNMOST OF TWO
 GH0894'PROMINENT TOPS.  A STANDARD TABLET SET IN CONCRETE POST AND STAMPED---
 GH0894'ET 24 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0939 ***********************************************************************
 GH0939  DESIGNATION -  ET2JA
 GH0939  PID         -  GH0939
 GH0939  STATE/COUNTY-  OK/OSAGE
 GH0939  COUNTRY     -  US
 GH0939  USGS QUAD   -  AVANT SW (2018)
 GH0939
 GH0939                         *CURRENT SURVEY CONTROL
 GH0939  ______________________________________________________________________
 GH0939* NAD 83(1993) POSITION- 36 22 05.53504(N) 096 12 51.35695(W)   ADJUSTED
 GH0939* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 GH0939  ______________________________________________________________________
 GH0939  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 GH0939  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 GH0939  HORZ ORDER      -  THIRD
 GH0939
 GH0939.The horizontal coordinates were established by classical geodetic methods
 GH0939.and adjusted by the National Geodetic Survey in November 1994.
 GH0939
 GH0939.The orthometric height was scaled from a topographic map.
 GH0939
 GH0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0939.GEOID18 height accuracy estimate available here.
 GH0939
 GH0939.Click photographs - Photos may exist for this station.
 GH0939
 GH0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0939
 GH0939. The following values were computed from the NAD 83(1993) position.
 GH0939
 GH0939;                    North         East     Units Scale Factor Converg.
 GH0939;SPC OK N     -   153,280.936   760,239.795   MT  0.99995153   +1 03 13.8
 GH0939;SPC OK N     -   502,889.20  2,494,220.06   sFT  0.99995153   +1 03 13.8
 GH0939;UTM  14      - 4,028,393.360   749,928.770   MT  1.00036968   +1 39 09.8
 GH0939
 GH0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0939!SPC OK N     -   0.99996537  x   0.99995153  =   0.99991690
 GH0939!UTM  14      -   0.99996537  x   1.00036968  =   1.00033504
 GH0939
 GH0939:                Primary Azimuth Mark                     Grid Az
 GH0939:SPC OK N     -  STA 2 JSA                                029 27 39.0
 GH0939:UTM  14      -  STA 2 JSA                                028 51 43.0
 GH0939
 GH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4992828393(NAD 83)
 GH0939
 GH0939|---------------------------------------------------------------------|
 GH0939| PID    Reference Object                     Distance      Geod. Az  |
 GH0939|                                                           dddmmss.s |
 GH0939| GH0941 STA 2 JSA                           APPROX. 8.2 KM 0303052.8 |
 GH0939| CI2113 RADIO MAST                                         2885947.4 |
 GH0939|---------------------------------------------------------------------|
 GH0939
 GH0939                          SUPERSEDED SURVEY CONTROL
 GH0939
 GH0939  NAD 83(1986)-  36 22 05.55351(N)    096 12 51.34462(W) AD(       ) 3
 GH0939  NAD 27      -  36 22 05.27730(N)    096 12 50.29115(W) AD(       ) 3
 GH0939
 GH0939.Superseded values are not recommended for survey control.
 GH0939
 GH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0939.See file dsdata.pdf to determine how the superseded data were derived.
 GH0939
 GH0939_MARKER: DD = SURVEY DISK
 GH0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0939_STAMPING: ET 2 JA 1965
 GH0939_MARK LOGO: USGS
 GH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0939+STABILITY: SURFACE MOTION
 GH0939
 GH0939  HISTORY     - Date     Condition        Report By
 GH0939  HISTORY     - 1965     MONUMENTED       USGS
 GH0939
 GH0939                          STATION DESCRIPTION
 GH0939
 GH0939'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GH0939'HOMINY, 3.0 MI S. AND 10.0 MI E. OF, T. 22 N., R. 10 E., NEAR CENTER
 GH0939'E. HALF SEC. 22, 49 FT N. AND 269 FT E. OF T - RD. S., 3 FT S. OF
 GH0939'RIGHT - OF - WAY FENCE, 3 FT S. OF SURVEY MARKER ON STEEL POST.  IN
 GH0939'CONCRETE POST.  STANDARD TABLET STAMPED---ET 2 JA 1965---.  AZIMUTH TO
 GH0939'RADIO MAST ABOUT 10.0 MI DISTANT--N 71 DEG 00 MIN 05 SEC W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0963 ***********************************************************************
 GH0963  DESIGNATION -  ET4JA
 GH0963  PID         -  GH0963
 GH0963  STATE/COUNTY-  OK/OSAGE
 GH0963  COUNTRY     -  US
 GH0963  USGS QUAD   -  BUG CREEK (2018)
 GH0963
 GH0963                         *CURRENT SURVEY CONTROL
 GH0963  ______________________________________________________________________
 GH0963* NAD 83(1993) POSITION- 36 29 07.46999(N) 096 30 13.03098(W)   ADJUSTED
 GH0963* NAVD 88 ORTHO HEIGHT -   326.6   (meters)     1072.    (feet) VERTCON3
 GH0963  ______________________________________________________________________
 GH0963  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 GH0963  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 GH0963  HORZ ORDER      -  THIRD
 GH0963  VERT ORDER      -  THIRD ? (See Below)
 GH0963
 GH0963.The horizontal coordinates were established by classical geodetic methods
 GH0963.and adjusted by the National Geodetic Survey in November 1994.
 GH0963
 GH0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0963
 GH0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0963.GEOID18 height accuracy estimate available here.
 GH0963
 GH0963.The vertical order pertains to the NGVD 29 superseded value.
 GH0963
 GH0963.Click photographs - Photos may exist for this station.
 GH0963
 GH0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0963
 GH0963. The following values were computed from the NAD 83(1993) position.
 GH0963
 GH0963;                    North         East     Units Scale Factor Converg.
 GH0963;SPC OK N     -   165,845.720   734,076.936   MT  0.99996076   +0 52 59.1
 GH0963;SPC OK N     -   544,112.17  2,408,384.08   sFT  0.99996076   +0 52 59.1
 GH0963;UTM  14      - 4,040,687.390   723,626.841   MT  1.00021618   +1 29 06.0
 GH0963
 GH0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0963!SPC OK N     -   0.99995320  x   0.99996076  =   0.99991396
 GH0963!UTM  14      -   0.99995320  x   1.00021618  =   1.00016937
 GH0963
 GH0963:                Primary Azimuth Mark                     Grid Az
 GH0963:SPC OK N     -  STA 33JSA                                148 16 41.8
 GH0963:UTM  14      -  STA 33JSA                                147 40 34.9
 GH0963
 GH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2362640687(NAD 83)
 GH0963
 GH0963|---------------------------------------------------------------------|
 GH0963| PID    Reference Object                     Distance      Geod. Az  |
 GH0963|                                                           dddmmss.s |
 GH0963| CI3466 TV TOWER                                           0895852.2 |
 GH0963| GH0961 STA 33JSA                           APPROX. 5.2 KM 1490940.9 |
 GH0963|---------------------------------------------------------------------|
 GH0963
 GH0963                          SUPERSEDED SURVEY CONTROL
 GH0963
 GH0963  NAD 83(1986)-  36 29 07.48562(N)    096 30 13.02039(W) AD(       ) 3
 GH0963  NAD 27      -  36 29 07.23842(N)    096 30 11.91509(W) AD(       ) 3
 GH0963
 GH0963.Superseded values are not recommended for survey control.
 GH0963
 GH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0963.See file dsdata.pdf to determine how the superseded data were derived.
 GH0963
 GH0963_MARKER: DD = SURVEY DISK
 GH0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0963_STAMPING: ET 4 JA 1965
 GH0963_MARK LOGO: USGS
 GH0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0963+STABILITY: SURFACE MOTION
 GH0963
 GH0963  HISTORY     - Date     Condition        Report By
 GH0963  HISTORY     - 1965     MONUMENTED       USGS
 GH0963
 GH0963                          STATION DESCRIPTION
 GH0963
 GH0963'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GH0963'HOMINY, 5.0 MI N. AND 6.0 MI W. OF, T. 23 N., R. 7 E., NEAR CENTER SW
 GH0963'QUARTER NE QUARTER SEC. 12, 450 FT E. PARALLEL WITH RD. AND 21 FT S.
 GH0963'NORMAL TO RD. FROM T - FIELD RD. N. ON CREST OF SMALL HILL, 3.5 FT N.
 GH0963'OF S. RIGHT - OF - WAY FENCE AND 3.5 FT N. OF STEEL POST WITH SURVEY
 GH0963'MARKER.  IN CONCRETE POST, STANDARD TABLET STAMPED---ET 4 JA 1965---.
 GH0963'AZIMUTH TO TV TOWER ABOUT 8.0 MI DISTANT--N 89 DEG 59 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0936 ***********************************************************************
 GH0936  DESIGNATION -  ET7LR
 GH0936  PID         -  GH0936
 GH0936  STATE/COUNTY-  OK/OSAGE
 GH0936  COUNTRY     -  US
 GH0936  USGS QUAD   -  PEARSONIA (2018)
 GH0936
 GH0936                         *CURRENT SURVEY CONTROL
 GH0936  ______________________________________________________________________
 GH0936* NAD 83(1997) POSITION- 36 45 08.84313(N) 096 22 32.57132(W)   ADJUSTED
 GH0936* NAVD 88 ORTHO HEIGHT -   310.3   (meters)     1018.    (feet) VERTCON3
 GH0936  ______________________________________________________________________
 GH0936  GEOID HEIGHT    -        -28.514 (meters)                     GEOID18
 GH0936  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 GH0936  HORZ ORDER      -  THIRD
 GH0936  VERT ORDER      -  THIRD ? (See Below)
 GH0936
 GH0936.The horizontal coordinates were established by classical geodetic methods
 GH0936.and adjusted by the National Geodetic Survey in October 1998.
 GH0936
 GH0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0936
 GH0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0936.GEOID18 height accuracy estimate available here.
 GH0936
 GH0936.The vertical order pertains to the NGVD 29 superseded value.
 GH0936
 GH0936.Click photographs - Photos may exist for this station.
 GH0936
 GH0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0936
 GH0936. The following values were computed from the NAD 83(1997) position.
 GH0936
 GH0936;                    North         East     Units Scale Factor Converg.
 GH0936;SPC OK N     -   195,659.549   745,040.591   MT  0.99999744   +0 57 30.8
 GH0936;SPC OK N     -   641,926.37  2,444,354.01   sFT  0.99999744   +0 57 30.8
 GH0936;UTM  14      - 4,070,623.754   734,276.848   MT  1.00027623   +1 34 15.5
 GH0936
 GH0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0936!SPC OK N     -   0.99995578  x   0.99999744  =   0.99995322
 GH0936!UTM  14      -   0.99995578  x   1.00027623  =   1.00023200
 GH0936
 GH0936:                Primary Azimuth Mark                     Grid Az
 GH0936:SPC OK N     -  STA 108 PCL                              088 44 31.0
 GH0936:UTM  14      -  STA 108 PCL                              088 07 46.3
 GH0936
 GH0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3427670623(NAD 83)
 GH0936
 GH0936|---------------------------------------------------------------------|
 GH0936| PID    Reference Object                     Distance      Geod. Az  |
 GH0936|                                                           dddmmss.s |
 GH0936| GH0931 STA 108 PCL                         APPROX. 1.6 KM 0894201.8 |
 GH0936|---------------------------------------------------------------------|
 GH0936
 GH0936                          SUPERSEDED SURVEY CONTROL
 GH0936
 GH0936  NAD 83(1993)-  36 45 08.84388(N)    096 22 32.57311(W) AD(       ) 3
 GH0936  NAD 83(1986)-  36 45 08.86878(N)    096 22 32.55690(W) AD(       ) 3
 GH0936  NAD 27      -  36 45 08.54821(N)    096 22 31.51022(W) AD(       ) 3
 GH0936
 GH0936.Superseded values are not recommended for survey control.
 GH0936
 GH0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0936.See file dsdata.pdf to determine how the superseded data were derived.
 GH0936
 GH0936_MARKER: DD = SURVEY DISK
 GH0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0936_STAMPING: ET 7 LR 1959
 GH0936_MARK LOGO: USGS
 GH0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0936+STABILITY: SURFACE MOTION
 GH0936
 GH0936  HISTORY     - Date     Condition        Report By
 GH0936  HISTORY     - 1959     MONUMENTED       USGS
 GH0936
 GH0936                          STATION DESCRIPTION
 GH0936
 GH0936'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0936'PAWHUSKA, 6.0 MI N. AND 1.5 MI W. OF.  NEAR QUARTER COR. SECS. 6 AND
 GH0936'7, T. 26 N., R. 9 E..  437 FT E. OF CENTERLINE OF RD. AT FENCE S..  23
 GH0936'FT S.  OF CENTERLINE OF RD. AND 4.5 FT S. OF FENCE.  A STANDARD TABLET
 GH0936'SET IN A CONCRETE POST.  STAMPED---ET 7 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0935 ***********************************************************************
 GH0935  DESIGNATION -  ET8LR
 GH0935  PID         -  GH0935
 GH0935  STATE/COUNTY-  OK/OSAGE
 GH0935  COUNTRY     -  US
 GH0935  USGS QUAD   -  NANOS (2018)
 GH0935
 GH0935                         *CURRENT SURVEY CONTROL
 GH0935  ______________________________________________________________________
 GH0935* NAD 83(1997) POSITION- 36 47 26.39287(N) 096 22 27.01475(W)   ADJUSTED
 GH0935* NAVD 88 ORTHO HEIGHT -   315.9   (meters)     1036.    (feet) VERTCON3
 GH0935  ______________________________________________________________________
 GH0935  GEOID HEIGHT    -        -28.586 (meters)                     GEOID18
 GH0935  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GH0935  HORZ ORDER      -  THIRD
 GH0935  VERT ORDER      -  THIRD ? (See Below)
 GH0935
 GH0935.The horizontal coordinates were established by classical geodetic methods
 GH0935.and adjusted by the National Geodetic Survey in October 1998.
 GH0935
 GH0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0935
 GH0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0935.GEOID18 height accuracy estimate available here.
 GH0935
 GH0935.The vertical order pertains to the NGVD 29 superseded value.
 GH0935
 GH0935.Click photographs - Photos may exist for this station.
 GH0935
 GH0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0935
 GH0935. The following values were computed from the NAD 83(1997) position.
 GH0935
 GH0935;                    North         East     Units Scale Factor Converg.
 GH0935;SPC OK N     -   199,901.365   745,107.403   MT  1.00000447   +0 57 34.1
 GH0935;SPC OK N     -   655,843.06  2,444,573.20   sFT  1.00000447   +0 57 34.1
 GH0935;UTM  14      - 4,074,867.209   734,298.271   MT  1.00027635   +1 34 23.9
 GH0935
 GH0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0935!SPC OK N     -   0.99995491  x   1.00000447  =   0.99995938
 GH0935!UTM  14      -   0.99995491  x   1.00027635  =   1.00023125
 GH0935
 GH0935:                Primary Azimuth Mark                     Grid Az
 GH0935:SPC OK N     -  STA 110 PCL                              174 45 36.8
 GH0935:UTM  14      -  STA 110 PCL                              174 08 47.0
 GH0935
 GH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3429874867(NAD 83)
 GH0935
 GH0935|---------------------------------------------------------------------|
 GH0935| PID    Reference Object                     Distance      Geod. Az  |
 GH0935|                                                           dddmmss.s |
 GH0935| GH0934 STA 110 PCL                         APPROX. 2.0 KM 1754310.9 |
 GH0935|---------------------------------------------------------------------|
 GH0935
 GH0935                          SUPERSEDED SURVEY CONTROL
 GH0935
 GH0935  NAD 83(1993)-  36 47 26.39381(N)    096 22 27.01738(W) AD(       ) 3
 GH0935  NAD 83(1986)-  36 47 26.41859(N)    096 22 27.00073(W) AD(       ) 3
 GH0935  NAD 27      -  36 47 26.10056(N)    096 22 25.95877(W) AD(       ) 3
 GH0935
 GH0935.Superseded values are not recommended for survey control.
 GH0935
 GH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0935.See file dsdata.pdf to determine how the superseded data were derived.
 GH0935
 GH0935_MARKER: DD = SURVEY DISK
 GH0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0935_STAMPING: ET 8 LR 1959
 GH0935_MARK LOGO: USGS
 GH0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0935+STABILITY: SURFACE MOTION
 GH0935
 GH0935  HISTORY     - Date     Condition        Report By
 GH0935  HISTORY     - 1959     MONUMENTED       USGS
 GH0935
 GH0935                          STATION DESCRIPTION
 GH0935
 GH0935'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0935'PAWHUSKA, 8.5 MI N., 1.5 MI W. OF.  IN NE QUARTER SEC. 30, T. 27 N.,
 GH0935'R. 9 E..  ON THE N. END OF A PROMINENT NW. - SE. RIDGE.  A STANDARD
 GH0935'TABLET SET IN A CONCRETE POST STAMPED---ET 8 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0932 ***********************************************************************
 GH0932  DESIGNATION -  ET9LR
 GH0932  PID         -  GH0932
 GH0932  STATE/COUNTY-  OK/OSAGE
 GH0932  COUNTRY     -  US
 GH0932  USGS QUAD   -  NANOS (2018)
 GH0932
 GH0932                         *CURRENT SURVEY CONTROL
 GH0932  ______________________________________________________________________
 GH0932* NAD 83(1997) POSITION- 36 49 46.21176(N) 096 22 10.62225(W)   ADJUSTED
 GH0932* NAVD 88 ORTHO HEIGHT -   325.1   (meters)     1067.    (feet) VERTCON3
 GH0932  ______________________________________________________________________
 GH0932  GEOID HEIGHT    -        -28.668 (meters)                     GEOID18
 GH0932  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 GH0932  HORZ ORDER      -  THIRD
 GH0932  VERT ORDER      -  THIRD ? (See Below)
 GH0932
 GH0932.The horizontal coordinates were established by classical geodetic methods
 GH0932.and adjusted by the National Geodetic Survey in October 1998.
 GH0932
 GH0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0932
 GH0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0932.GEOID18 height accuracy estimate available here.
 GH0932
 GH0932.The vertical order pertains to the NGVD 29 superseded value.
 GH0932
 GH0932.Click photographs - Photos may exist for this station.
 GH0932
 GH0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0932
 GH0932. The following values were computed from the NAD 83(1997) position.
 GH0932
 GH0932;                    North         East     Units Scale Factor Converg.
 GH0932;SPC OK N     -   204,217.684   745,441.392   MT  1.00001207   +0 57 43.8
 GH0932;SPC OK N     -   670,004.18  2,445,668.97   sFT  1.00001207   +0 57 43.8
 GH0932;UTM  14      - 4,079,188.024   734,586.022   MT  1.00027800   +1 34 38.9
 GH0932
 GH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0932!SPC OK N     -   0.99995348  x   1.00001207  =   0.99996555
 GH0932!UTM  14      -   0.99995348  x   1.00027800  =   1.00023147
 GH0932
 GH0932:                Primary Azimuth Mark                     Grid Az
 GH0932:SPC OK N     -  STA 113 PCL                              032 38 35.0
 GH0932:UTM  14      -  STA 113 PCL                              032 01 39.9
 GH0932
 GH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3458679188(NAD 83)
 GH0932
 GH0932|---------------------------------------------------------------------|
 GH0932| PID    Reference Object                     Distance      Geod. Az  |
 GH0932|                                                           dddmmss.s |
 GH0932| GH0930 STA 113 PCL                         APPROX. 3.0 KM 0333618.8 |
 GH0932|---------------------------------------------------------------------|
 GH0932
 GH0932                          SUPERSEDED SURVEY CONTROL
 GH0932
 GH0932  NAD 83(1993)-  36 49 46.21292(N)    096 22 10.62564(W) AD(       ) 3
 GH0932  NAD 83(1986)-  36 49 46.23758(N)    096 22 10.60828(W) AD(       ) 3
 GH0932  NAD 27      -  36 49 45.92252(N)    096 22 09.57474(W) AD(       ) 3
 GH0932
 GH0932.Superseded values are not recommended for survey control.
 GH0932
 GH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0932.See file dsdata.pdf to determine how the superseded data were derived.
 GH0932
 GH0932_MARKER: DD = SURVEY DISK
 GH0932_SETTING: 66 = SET IN ROCK OUTCROP
 GH0932_STAMPING: ET 9 LR 1959
 GH0932_MARK LOGO: USGS
 GH0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0932+STABILITY: POSITION/ELEVATION WELL
 GH0932
 GH0932  HISTORY     - Date     Condition        Report By
 GH0932  HISTORY     - 1959     MONUMENTED       USGS
 GH0932
 GH0932                          STATION DESCRIPTION
 GH0932
 GH0932'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0932'PAWHUSKA, 11.0 MI N. AND 1.0 MI W. OF.  IN SE QUARTER SEC. 7, T. 27
 GH0932'N., R. 9 E..  ABOUT 1000 FT NE. OF DAM AT A STOCK POND, ON A PROMINENT
 GH0932'N. - S. RIDGE.  A STANDARD TABLET SET IN A DRILL HOLE IN A LARGE FLAT
 GH0932'LIMESTONE ROCK STAMPED---ET 9 LR 1959---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0918 ***********************************************************************
 EM0918  DESIGNATION -  ETINA
 EM0918  PID         -  EM0918
 EM0918  STATE/COUNTY-  OK/GREER
 EM0918  COUNTRY     -  US
 EM0918  USGS QUAD   -  GRANITE (2018)
 EM0918
 EM0918                         *CURRENT SURVEY CONTROL
 EM0918  ______________________________________________________________________
 EM0918* NAD 83(1993) POSITION- 34 56 11.01893(N) 099 25 51.56785(W)   ADJUSTED
 EM0918* NAVD 88 ORTHO HEIGHT -   474.8   (meters)     1558.    (feet) VERTCON3
 EM0918  ______________________________________________________________________
 EM0918  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 EM0918  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC18
 EM0918  HORZ ORDER      -  FIRST
 EM0918
 EM0918.The horizontal coordinates were established by classical geodetic methods
 EM0918.and adjusted by the National Geodetic Survey in November 1994.
 EM0918
 EM0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0918
 EM0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0918.GEOID18 height accuracy estimate available here.
 EM0918
 EM0918.Click photographs - Photos may exist for this station.
 EM0918
 EM0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0918
 EM0918. The following values were computed from the NAD 83(1993) position.
 EM0918
 EM0918;                    North         East     Units Scale Factor Converg.
 EM0918;SPC OK S     -   178,745.683   469,276.730   MT  0.99995478   -0 48 44.1
 EM0918;SPC OK S     -   586,434.79  1,539,618.74   sFT  0.99995478   -0 48 44.1
 EM0918;UTM  14      - 3,866,074.229   460,640.814   MT  0.99961909   -0 14 48.5
 EM0918
 EM0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0918!SPC OK S     -   0.99992958  x   0.99995478  =   0.99988436
 EM0918!UTM  14      -   0.99992958  x   0.99961909  =   0.99954869
 EM0918
 EM0918:                Primary Azimuth Mark                     Grid Az
 EM0918:SPC OK S     -  WALSH AZ                                 034 19 09.7
 EM0918:UTM  14      -  WALSH AZ                                 033 45 14.1
 EM0918
 EM0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6064066074(NAD 83)
 EM0918
 EM0918|---------------------------------------------------------------------|
 EM0918| PID    Reference Object                     Distance      Geod. Az  |
 EM0918|                                                           dddmmss.s |
 EM0918| EM0186 WALSH AZ                            APPROX. 2.9 KM 0333025.6 |
 EM0918| CX7174 ETINA RM 1                            8.354 METERS 05307     |
 EM0918| CX7175 ETINA RM 2                           10.390 METERS 14744     |
 EM0918| FK0596 BRINKMAN MUNICIPAL TANK             APPROX.11.5 KM 3160911.7 |
 EM0918|---------------------------------------------------------------------|
 EM0918
 EM0918                          SUPERSEDED SURVEY CONTROL
 EM0918
 EM0918  NAD 83(1986)-  34 56 11.02447(N)    099 25 51.56188(W) AD(       ) 1
 EM0918  NAD 27      -  34 56 10.81880(N)    099 25 50.25300(W) AD(       ) 1
 EM0918  NGVD 29 (07/19/86)  474.6    (m)         1557.     (f) VERT ANG       
 EM0918
 EM0918.Superseded values are not recommended for survey control.
 EM0918
 EM0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0918.See file dsdata.pdf to determine how the superseded data were derived.
 EM0918
 EM0918_MARKER: DS = TRIANGULATION STATION DISK
 EM0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0918_STAMPING: ETINA 1961
 EM0918_MARK LOGO: CGS
 EM0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0918+STABILITY: SURFACE MOTION
 EM0918
 EM0918  HISTORY     - Date     Condition        Report By
 EM0918  HISTORY     - 1961     MONUMENTED       CGS
 EM0918  HISTORY     - 1963     GOOD             CGS
 EM0918
 EM0918                          STATION DESCRIPTION
 EM0918
 EM0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0918'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF GRANITE,
 EM0918'1.0 MILE SOUTH OF STATE HIGHWAY 9 AND IN AN EAST-WEST FENCE
 EM0918'LINE.
 EM0918'
 EM0918'TO REACH THE STATION FROM THE DEPOT IN GRANITE, GO WEST ON
 EM0918'STATE HIGHWAY 9 FOR 2.7 MILES TO A CROSSROADS, TURN LEFT
 EM0918'AND GO SOUTH ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROADS,
 EM0918'CONTINUE SOUTH FOR 0.45 MILE TO THE STATION ON THE LEFT ABOUT
 EM0918'200 FEET NORTHEAST OF RAILROAD CROSSING.
 EM0918'
 EM0918'THE STATION MARK IS A STANDARD STATION DISK STAMPED ETINA
 EM0918'1961 AND IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EM0918'POST PROJECTING 1 INCH.  THE MARK IS 48.7 FEET NORTH OF THE
 EM0918'NORTH RAIL OF RAILROAD TRACKS, 40 FEET EAST OF A DIRT ROAD,
 EM0918'8.9 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 2891 AND 4.6
 EM0918'FEET NORTHEAST OF WITNESS POST.
 EM0918'
 EM0918'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ETINA
 EM0918'NO 1 1961 IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 EM0918'PROJECTING 1 INCH.  THE MARK IS 47.5 FEET NORTH OF THE NORTH
 EM0918'RAIL OF RAILROAD TRACKS, 35.5 FEET EAST-SOUTHEAST OF A TELEPHONE
 EM0918'POLE, 31.5 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF
 EM0918'FENCE.
 EM0918'
 EM0918'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED ETINA
 EM0918'NO 2 1961 IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EM0918'POST PROJECTING 4 INCHES.  THE MARK IS 58 FEET EAST OF THE
 EM0918'APPROXIMATE CENTER OF A DIRT ROAD, 38.1 FEET SOUTHEAST OF
 EM0918'TELEPHONE POLE NUMBER 2891, 31.6 FEET SOUTHEAST OF WITNESS
 EM0918'POST, 31.3 FEET SOUTH OF FENCE AND 14.6 FEET NORTH OF THE
 EM0918'NORTH RAIL OF RAILROAD TRACKS.
 EM0918'
 EM0918'NO AZIMUTH MARK WAS SET BUT WALSH AZIMUTH MAY BE USED FOR
 EM0918'AN AZIMUTH.
 EM0918'
 EM0918'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 45.42 FEET
 EM0918'OR 13.843 METERS.
 EM0918
 EM0918                          STATION RECOVERY (1963)
 EM0918
 EM0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0918'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EM0918'IT IS IN THE SW 1/4 OF THE NW 1/4 OF SEC. 4, T. 5 N., R. 21 W.
 EM0918'R.M. NO. 2 IS SSE OF THE STATION INSTEAD OF SW AS SHOWN IN
 EM0918'THE BOX SCORE.  THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0673 ***********************************************************************
 FH0673  DESIGNATION -  EUFAULA
 FH0673  PID         -  FH0673
 FH0673  STATE/COUNTY-  OK/MCINTOSH
 FH0673  COUNTRY     -  US
 FH0673  USGS QUAD   -  EUFAULA (2018)
 FH0673
 FH0673                         *CURRENT SURVEY CONTROL
 FH0673  ______________________________________________________________________
 FH0673* NAD 83(1986) POSITION- 35 17 20.97   (N) 095 34 56.07   (W)   HD_HELD1
 FH0673* NAVD 88 ORTHO HEIGHT -   187.230 (meters)      614.27  (feet) ADJUSTED
 FH0673  ______________________________________________________________________
 FH0673  GEOID HEIGHT    -        -30.014 (meters)                     GEOID18
 FH0673  DYNAMIC HEIGHT  -        187.050 (meters)      613.68  (feet) COMP
 FH0673  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 FH0673
 FH0673  VERT ORDER      -  SECOND    CLASS 0
 FH0673
 FH0673.The horizontal coordinates were determined by differentially corrected
 FH0673.hand held GPS observations or other comparable positioning techniques
 FH0673.and have an estimated accuracy of +/- 3 meters.
 FH0673
 FH0673.The orthometric height was determined by differential leveling and
 FH0673.adjusted by the NATIONAL GEODETIC SURVEY
 FH0673.in June 1991.
 FH0673
 FH0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0673.GEOID18 height accuracy estimate available here.
 FH0673
 FH0673.Click photographs - Photos may exist for this station.
 FH0673
 FH0673.The dynamic height is computed by dividing the NAVD 88
 FH0673.geopotential number by the normal gravity value computed on the
 FH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0673.degrees latitude (g = 980.6199 gals.).
 FH0673
 FH0673.The modeled gravity was interpolated from observed gravity values.
 FH0673
 FH0673;                    North         East    Units  Estimated Accuracy
 FH0673;SPC OK S     -   219,588.7     819,915.0     MT  (+/- 3 meters HH1 GPS) 
 FH0673
 FH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6517108168(NAD 83)
 FH0673
 FH0673                          SUPERSEDED SURVEY CONTROL
 FH0673
 FH0673  NGVD 29 (??/??/92)  187.127  (m)          613.93   (f) ADJ UNCH    2 0
 FH0673
 FH0673.Superseded values are not recommended for survey control.
 FH0673
 FH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0673.See file dsdata.pdf to determine how the superseded data were derived.
 FH0673
 FH0673_MARKER: DB = BENCH MARK DISK
 FH0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0673_STAMPING: EUFAULA 1934
 FH0673_MARK LOGO: CGS
 FH0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0673+STABILITY: SURFACE MOTION
 FH0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0673+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2020
 FH0673
 FH0673  HISTORY     - Date     Condition        Report By
 FH0673  HISTORY     - 1934     MONUMENTED       CGS
 FH0673  HISTORY     - 1960     GOOD             CGS
 FH0673  HISTORY     - 20200110 GOOD             OKDOT
 FH0673
 FH0673                          STATION DESCRIPTION
 FH0673
 FH0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0673'AT EUFAULA CITY HALL.  12 FEET SOUTHEAST OF MAIN ENTRANCE.
 FH0673'24 FEET NORTH OF CURBING OF THE NORTH END OF MAIN STREET.
 FH0673
 FH0673                          STATION RECOVERY (1960)
 FH0673
 FH0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0673'RECOVERED IN GOOD CONDITION.
 FH0673
 FH0673                          STATION RECOVERY (2020)
 FH0673
 FH0673'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (SH)
 FH0673'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION.  OF US
 FH0673'69B AND MEMORIAL DRIVE, MARK IS LOCATED SOUTH OF THE SOUTH ENTRANCE TO
 FH0673'THE OLD CITY HALL IN THE CITY OF EUFUALA, MARK IS JUST SOUTH OF THREE
 FH0673'FLAG POLES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1130 ***********************************************************************
 FH1130  DESIGNATION -  EUFAULA
 FH1130  PID         -  FH1130
 FH1130  STATE/COUNTY-  OK/MCINTOSH
 FH1130  COUNTRY     -  US
 FH1130  USGS QUAD   -  EUFAULA (2018)
 FH1130
 FH1130                         *CURRENT SURVEY CONTROL
 FH1130  ______________________________________________________________________
 FH1130* NAD 83(1993) POSITION- 35 15 33.50392(N) 095 36 12.72880(W)   ADJUSTED
 FH1130* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 FH1130  ______________________________________________________________________
 FH1130  GEOID HEIGHT    -        -30.023 (meters)                     GEOID18
 FH1130  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 FH1130  HORZ ORDER      -  FIRST
 FH1130
 FH1130.The horizontal coordinates were established by classical geodetic methods
 FH1130.and adjusted by the National Geodetic Survey in November 1994.
 FH1130
 FH1130.The orthometric height was scaled from a topographic map.
 FH1130
 FH1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1130.GEOID18 height accuracy estimate available here.
 FH1130
 FH1130.Click photographs - Photos may exist for this station.
 FH1130
 FH1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1130
 FH1130. The following values were computed from the NAD 83(1993) position.
 FH1130
 FH1130;                    North         East     Units Scale Factor Converg.
 FH1130;SPC OK S     -   216,231.529   818,057.095   MT  1.00000524   +1 21 37.0
 FH1130;SPC OK S     -   709,419.61  2,683,908.99   sFT  1.00000524   +1 21 37.0
 FH1130;UTM  15      - 3,904,907.577   263,147.563   MT  1.00029141   -1 30 13.2
 FH1130
 FH1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1130!SPC OK S     -   0.99996232  x   1.00000524  =   0.99996756
 FH1130!UTM  15      -   0.99996232  x   1.00029141  =   1.00025372
 FH1130
 FH1130:                Primary Azimuth Mark                     Grid Az
 FH1130:SPC OK S     -  EUFAULA AZ MK                            353 36 02.0
 FH1130:UTM  15      -  EUFAULA AZ MK                            356 27 52.2
 FH1130
 FH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6314704907(NAD 83)
 FH1130
 FH1130|---------------------------------------------------------------------|
 FH1130| PID    Reference Object                     Distance      Geod. Az  |
 FH1130|                                                           dddmmss.s |
 FH1130| CI0843 EUFAULA RM 1                         56.464 METERS 13518     |
 FH1130| CI0844 EUFAULA RM 2                         49.286 METERS 25615     |
 FH1130| CI0842 EUFAULA AZ MK                                      3545739.0 |
 FH1130|---------------------------------------------------------------------|
 FH1130
 FH1130                          SUPERSEDED SURVEY CONTROL
 FH1130
 FH1130  NAD 83(1986)-  35 15 33.52005(N)    095 36 12.72709(W) AD(       ) 1
 FH1130  NAD 27      -  35 15 33.16700(N)    095 36 11.77500(W) AD(       ) 1
 FH1130
 FH1130.Superseded values are not recommended for survey control.
 FH1130
 FH1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1130.See file dsdata.pdf to determine how the superseded data were derived.
 FH1130
 FH1130_MARKER: DS = TRIANGULATION STATION DISK
 FH1130_SETTING: 66 = SET IN ROCK OUTCROP
 FH1130_STAMPING: EUFAULA 1934
 FH1130_MARK LOGO: CGS
 FH1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1130+STABILITY: POSITION/ELEVATION WELL
 FH1130
 FH1130  HISTORY     - Date     Condition        Report By
 FH1130  HISTORY     - 1934     MONUMENTED       CGS
 FH1130  HISTORY     - 1940     GOOD             CGS
 FH1130  HISTORY     - 1960     GOOD             CGS
 FH1130
 FH1130                          STATION DESCRIPTION
 FH1130
 FH1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1130'STATION IS LOCATED ON S END OF N-S RIDGE WHICH IS COVERED OVER
 FH1130'WITH SCRUB OAK TREES, 0.15 MILE S OF THE S BOUNDARY OF A STATE
 FH1130'GAME REFUGE, IN SW QUARTER SEC. 10, T.9N, R.16E.
 FH1130'
 FH1130'STATION AND REFERENCE MARK NO.1 ARE STANDARD DISKS WEDGED IN
 FH1130'DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1130'
 FH1130'REFERENCE MARK NO.2 AND AZIMUTH MARK ARE STANDARD DISKS
 FH1130'IN A BOULDER.
 FH1130'
 FH1130'STATION IS 8 INCHES BELOW SURFACE OF SURROUNDING ROCK,
 FH1130'SURROUNDED BY A CIRCULAR MASS OF CONCRETE.  LOOSE ROCKS ARE
 FH1130'PILED AROUND THE MARK.  THE ROCK OUTCROP IS THE HIGHEST
 FH1130'GROUND IN THE VICINITY.
 FH1130'
 FH1130'REFERENCE MARK NO.1 IS 185.25 FEET SE OF STATION, SET 5
 FH1130'METERS NW OF EDGE OF ROCK RIM, SET FLUSH WITH SURFACE OF ABOUT
 FH1130'3 SQUARE FEET AREA OF LEVEL ROCK.  REFERENCE MARK NO.2 IS 161.7
 FH1130'FEET WSW OF THE STATION, SET IN THE S EDGE OF LARGE BOULDER
 FH1130'WHICH IS ABOUT 4 BY 3 FEET AND PROJECTS ABOUT 3 FEET ABOVE
 FH1130'THE GROUND.
 FH1130'
 FH1130'AZIMUTH MARK IS 0.75 MILE N BY TRAIL LEADING TO STATION, 24
 FH1130'PACES E OF TRAIL AT APPROXIMATE N EDGE OF LARGE NATURAL
 FH1130'CLEARING, ON E SIDE OF TRAIL.  MARK IS SET IN A 3- BY 2-FOOT
 FH1130'BOULDER NEARLY FLUSH WITH THE GROUND.
 FH1130'
 FH1130'REACHED FROM EUFAULA CITY HALL BY GOING S ON U.S. HIGHWAY
 FH1130'73 FOR 0.5 MILE TO TOP OF HILL.  JEFFERSON LEE SCHOOL IS TO THE
 FH1130'EASTWARD, TURN W FOR 2 BLOCKS, THEN S 1 BLOCK, THEN W 0.1 MILE TO
 FH1130'GATE ON S SIDE OF ROAD.  THIS IS THE ENTRANCE TO GAME REFUGE, GO
 FH1130'S THROUGH GATE FOR 0.2 MILE TO ANOTHER GATE, CONTINUE S AND W
 FH1130'0.45 MILE TO GATE, CONTINUE 0.25 MILE TO TOP OF RIDGE ON GRADED
 FH1130'ROAD, TAKE RIGHT FORK AND GO 0.1 MILE, TAKE LEFT FORK FOLLOWING
 FH1130'DIM ROAD 0.8 MILE TO GATE, CONTINUE 0.8 MILE THROUGH GATE TO
 FH1130'BARBED-WIRE FENCE, FENCE CAN BE LOWERED AND TRUCK DRIVEN 0.15
 FH1130'MILE TO STATION.
 FH1130'
 FH1130'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1130
 FH1130                          STATION RECOVERY (1940)
 FH1130
 FH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1130'STATION WAS RECOVERED IN GOOD CONDITION BUT WAS NOT OCCUPIED.
 FH1130'
 FH1130'REACHED FROM THE CITY HALL IN EUFAULA BY GOING S ON THE MAIN
 FH1130'STREET 0.45 MILE TO THE END OF THE PAVED STREET AND A ROAD
 FH1130'CLOSED SIGN BLOCKING THE END OF THE STREET, DRIVE AROUND
 FH1130'OBSTRUCTION AND CONTINUE S ON THE NEW GRADE 0.8 MILE TO GRAVEL
 FH1130'ROAD FORKING RIGHT (RAILROAD ON MAIN ROAD JUST AHEAD).  KEEP
 FH1130'RIGHT (S) ON GRAVEL ROAD 0.7 MILE TO A FORK IN ROAD, TAKE RIGHT
 FH1130'FORK W 0.3 MILE TO WHERE MAIN ROAD TURNS LEFT, KEEP STRAIGHT
 FH1130'AHEAD ON TRACK ROAD 0.05 MILE TO FORK AND WIRE GATE JUST
 FH1130'BEYOND, TAKE RIGHT FORK ABOUT 100 FEET THEN LEFT FORK THROUGH
 FH1130'A DIP AND UP A STEEP HILL 0.1 MILE TO A BOARD GATE AT A
 FH1130'FENCE CORNER.  THE STATION IS ABOUT 0.35 MILE W OF THIS
 FH1130'FENCE CORNER AND 200 YARDS S OF THE FENCE ON THE HIGHEST
 FH1130'POINT ON THE HILL.  GO THROUGH THE GATE AND FOLLOW DIM TRACK
 FH1130'ROAD THROUGH THE OPENINGS IN THE TIMBER IN A GENERAL
 FH1130'WESTERLY DIRECTION TO THE STATION.
 FH1130
 FH1130                          STATION RECOVERY (1960)
 FH1130
 FH1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1130'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1130'
 FH1130'THE ROAD THROUGH THE GAME REFUGE HAS BEEN ABANDONED AND IT IS
 FH1130'NO LONGER POSSIBLE TO DRIVE TO THE STATION.
 FH1130'
 FH1130'TO REACH THE STATION FROM EUFAULA, FROM THE STOP LIGHT, GO SOUTH
 FH1130'ON U.S. HIGHWAY 69 FOR 1.15 MILES TO FORKS JUST BEFORE REACHING
 FH1130'AN OVERPASS, TAKE RIGHT FORK OFF HIGHWAY AND GO SOUTH AND WEST
 FH1130'FOR 1.0 MILE TO POINT WHERE MAIN ROAD TURNS LEFT, CONTINUE
 FH1130'WEST FOR ABOUT 100 YARDS TO BARNLOT AND END OF TRUCK TRAVEL.
 FH1130'FROM END OF TRUCK TRAVEL PACK WEST ALONG A POWER LINE TO
 FH1130'EXTREME TOP OF RIDGE THEN TURN LEFT FOR ABOUT 200 YARDS TO
 FH1130'HIGHEST POINT AND STATION.
 FH1130'
 FH1130'THE AZIMUTH MARK WAS RECOVERED BY WALKING NORTH ALONG TOP OF
 FH1130'RIDGE FOR ABOUT 0.75 MILE.  IT IS NEAR THE NORTH END OF A LARGE
 FH1130'NATURAL CLEARING, ABOUT 24 PACES EAST OF A GAME TRAIL AND ABOUT
 FH1130'24 FEET SOUTHWEST OF A 30-INCH TREE.  THERE ARE SOME SMALL
 FH1130'CEDAR TREES TO THE NORTH OF THE LARGE TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1127 ***********************************************************************
 FH1127  DESIGNATION -  EUFAULA ST NATIONAL BANK CUP
 FH1127  PID         -  FH1127
 FH1127  STATE/COUNTY-  OK/MCINTOSH
 FH1127  COUNTRY     -  US
 FH1127  USGS QUAD   -  EUFAULA (2018)
 FH1127
 FH1127                         *CURRENT SURVEY CONTROL
 FH1127  ______________________________________________________________________
 FH1127* NAD 83(1993) POSITION- 35 17 11.93096(N) 095 34 57.47004(W)   ADJUSTED
 FH1127  ______________________________________________________________________
 FH1127  GEOID HEIGHT    -        -30.017 (meters)                     GEOID18
 FH1127  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 FH1127  HORZ ORDER      -  THIRD
 FH1127
 FH1127.The horizontal coordinates were established by classical geodetic methods
 FH1127.and adjusted by the National Geodetic Survey in November 1994.
 FH1127
 FH1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1127.GEOID18 height accuracy estimate available here.
 FH1127
 FH1127.Click photographs - Photos may exist for this station.
 FH1127
 FH1127.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1127
 FH1127. The following values were computed from the NAD 83(1993) position.
 FH1127
 FH1127;                    North         East     Units Scale Factor Converg.
 FH1127;SPC OK S     -   219,309.386   819,886.286   MT  1.00001097   +1 22 19.7
 FH1127;SPC OK S     -   719,517.54  2,689,910.26   sFT  1.00001097   +1 22 19.7
 FH1127;UTM  15      - 3,907,891.011   265,128.822   MT  1.00027989   -1 29 33.3
 FH1127
 FH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6512807891(NAD 83)
 FH1127
 FH1127                          SUPERSEDED SURVEY CONTROL
 FH1127
 FH1127  NAD 83(1986)-  35 17 11.94640(N)    095 34 57.46807(W) AD(       ) 3
 FH1127  NAD 27      -  35 17 11.59000(N)    095 34 56.52000(W) AD(       ) 3
 FH1127
 FH1127.Superseded values are not recommended for survey control.
 FH1127
 FH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1127.See file dsdata.pdf to determine how the superseded data were derived.
 FH1127
 FH1127_MARKER: 86 = CUPOLA
 FH1127
 FH1127  HISTORY     - Date     Condition        Report By
 FH1127  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1127
 FH1127                          STATION DESCRIPTION
 FH1127
 FH1127'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0648 ***********************************************************************
 EM0648  DESIGNATION -  EVANS
 EM0648  PID         -  EM0648
 EM0648  STATE/COUNTY-  OK/COMANCHE
 EM0648  COUNTRY     -  US
 EM0648  USGS QUAD   -  FORT SILL (2018)
 EM0648
 EM0648                         *CURRENT SURVEY CONTROL
 EM0648  ______________________________________________________________________
 EM0648* NAD 83(1993) POSITION- 34 40 06.14562(N) 098 24 13.06113(W)   ADJUSTED
 EM0648* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 EM0648  ______________________________________________________________________
 EM0648  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 EM0648  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 EM0648  HORZ ORDER      -  THIRD
 EM0648
 EM0648.The horizontal coordinates were established by classical geodetic methods
 EM0648.and adjusted by the National Geodetic Survey in November 1994.
 EM0648
 EM0648.The orthometric height was scaled from a topographic map.
 EM0648
 EM0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0648.GEOID18 height accuracy estimate available here.
 EM0648
 EM0648.Click photographs - Photos may exist for this station.
 EM0648
 EM0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0648
 EM0648. The following values were computed from the NAD 83(1993) position.
 EM0648
 EM0648;                    North         East     Units Scale Factor Converg.
 EM0648;SPC OK S     -   148,161.325   563,007.920   MT  0.99993702   -0 13 44.8
 EM0648;SPC OK S     -   486,092.61  1,847,135.15   sFT  0.99993702   -0 13 44.8
 EM0648;UTM  14      - 3,836,429.737   554,638.919   MT  0.99963680   +0 20 21.3
 EM0648
 EM0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0648!SPC OK S     -   0.99994705  x   0.99993702  =   0.99988407
 EM0648!UTM  14      -   0.99994705  x   0.99963680  =   0.99958387
 EM0648
 EM0648:                Primary Azimuth Mark                     Grid Az
 EM0648:SPC OK S     -  M B 2 1945                               335 44 18.6
 EM0648:UTM  14      -  M B 2 1945                               335 10 12.5
 EM0648
 EM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5463836429(NAD 83)
 EM0648
 EM0648|---------------------------------------------------------------------|
 EM0648| PID    Reference Object                     Distance      Geod. Az  |
 EM0648|                                                           dddmmss.s |
 EM0648| EM0668 M B 2 1945                          APPROX. 1.8 KM 3353033.8 |
 EM0648|---------------------------------------------------------------------|
 EM0648
 EM0648                          SUPERSEDED SURVEY CONTROL
 EM0648
 EM0648  NAD 83(1986)-  34 40 06.15135(N)    098 24 13.04622(W) AD(       ) 3
 EM0648  NAD 83(1986)-  34 40 06.14865(N)    098 24 13.04562(W) AD(       ) 3
 EM0648  NAD 27      -  34 40 05.89300(N)    098 24 11.84700(W) AD(       ) 3
 EM0648
 EM0648.Superseded values are not recommended for survey control.
 EM0648
 EM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0648.See file dsdata.pdf to determine how the superseded data were derived.
 EM0648
 EM0648_MARKER: I = METAL ROD
 EM0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0648+STABILITY: SURFACE MOTION
 EM0648
 EM0648  HISTORY     - Date     Condition        Report By
 EM0648  HISTORY     - 1945     MONUMENTED       USA
 EM0648  HISTORY     - 20140727 POOR             GEOCAC
 EM0648
 EM0648                          STATION DESCRIPTION
 EM0648
 EM0648'DESCRIBED BY US ARMY 1945
 EM0648'ON SUMMIT OF EVANS KNOB ON GUNNERY HILL NE OF INTERSECTION OF
 EM0648'SHERIDAN ROAD AND FT. SILL BLVD.  MARKED BY CENTER OF ONE
 EM0648'INCH IRON PIPE EMBEDDED IN CONCRETE ABOUT 100 YDS. E OF FT. SILL
 EM0648'BLVD. AND ABOUT 200 YDS. N OF SHERIDAN ROAD.
 EM0648
 EM0648                          STATION RECOVERY (2014)
 EM0648
 EM0648'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0648'PIPE RECOVED, BUT HAS BEEN BENT OVER FLAT AND CAN BE DIFFICULT TO
 EM0648'LOCATE WHEN VEGITATION IS OVERGROWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0881 ***********************************************************************
 FJ0881  DESIGNATION -  EVANSVILLE
 FJ0881  PID         -  FJ0881
 FJ0881  STATE/COUNTY-  OK/LOGAN
 FJ0881  COUNTRY     -  US
 FJ0881  USGS QUAD   -  GUTHRIE SE (2018)
 FJ0881
 FJ0881                         *CURRENT SURVEY CONTROL
 FJ0881  ______________________________________________________________________
 FJ0881* NAD 83(1993) POSITION- 35 47 14.97221(N) 097 16 25.21023(W)   ADJUSTED
 FJ0881* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 FJ0881  ______________________________________________________________________
 FJ0881  GEOID HEIGHT    -        -27.650 (meters)                     GEOID18
 FJ0881  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 FJ0881  HORZ ORDER      -  SECOND
 FJ0881
 FJ0881.The horizontal coordinates were established by classical geodetic methods
 FJ0881.and adjusted by the National Geodetic Survey in November 1994.
 FJ0881
 FJ0881.The orthometric height was scaled from a topographic map.
 FJ0881
 FJ0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0881.GEOID18 height accuracy estimate available here.
 FJ0881
 FJ0881.Click photographs - Photos may exist for this station.
 FJ0881
 FJ0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0881
 FJ0881. The following values were computed from the NAD 83(1993) position.
 FJ0881
 FJ0881;                    North         East     Units Scale Factor Converg.
 FJ0881;SPC OK N     -    87,619.969   665,661.120   MT  0.99996726   +0 25 43.1
 FJ0881;SPC OK N     -   287,466.51  2,183,923.19   sFT  0.99996726   +0 25 43.1
 FJ0881;UTM  14      - 3,961,753.348   656,013.946   MT  0.99989994   +1 00 35.0
 FJ0881
 FJ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0881!SPC OK N     -   0.99994531  x   0.99996726  =   0.99991258
 FJ0881!UTM  14      -   0.99994531  x   0.99989994  =   0.99984526
 FJ0881
 FJ0881:                Primary Azimuth Mark                     Grid Az
 FJ0881:SPC OK N     -  EVANSVILLE AZ MK                         179 28 53.8
 FJ0881:UTM  14      -  EVANSVILLE AZ MK                         178 54 01.9
 FJ0881
 FJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5601361753(NAD 83)
 FJ0881
 FJ0881|---------------------------------------------------------------------|
 FJ0881| PID    Reference Object                     Distance      Geod. Az  |
 FJ0881|                                                           dddmmss.s |
 FJ0881| FJ0878 GUTHRIE ATT MAST KKC 98             112.684 METERS 07640     |
 FJ0881| CL5186 EVANSVILLE RM 1                      20.166 METERS 08411     |
 FJ0881| CL5185 EVANSVILLE AZ MK                                   1795436.9 |
 FJ0881| CL5187 EVANSVILLE RM 2                      20.128 METERS 18733     |
 FJ0881|---------------------------------------------------------------------|
 FJ0881
 FJ0881                          SUPERSEDED SURVEY CONTROL
 FJ0881
 FJ0881  NAD 83(1986)-  35 47 14.98007(N)    097 16 25.19258(W) AD(       ) 2
 FJ0881  NAD 27      -  35 47 14.78576(N)    097 16 24.06353(W) AD(       ) 2
 FJ0881
 FJ0881.Superseded values are not recommended for survey control.
 FJ0881
 FJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0881.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0881
 FJ0881_MARKER: DS = TRIANGULATION STATION DISK
 FJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0881_STAMPING: EVANSVILLE 1954
 FJ0881_MARK LOGO: CGS
 FJ0881_PROJECTION: RECESSED 41 CENTIMETERS
 FJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0881+STABILITY: SURFACE MOTION
 FJ0881
 FJ0881  HISTORY     - Date     Condition        Report By
 FJ0881  HISTORY     - 1954     MONUMENTED       CGS
 FJ0881
 FJ0881                          STATION DESCRIPTION
 FJ0881
 FJ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0881'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GUTHRIE
 FJ0881'AND 4 MILES SOUTH-SOUTHWEST OF MERIDIAN.  IT IS IN THE NW 1/4
 FJ0881'OF THE SE 1/4 OF SEC. 11, T 15 N,. R 1 W., AND ON LAND OWNED
 FJ0881'BY MR. HARRY AVERILL AND LEASED TO MR. CLAUDE SMITH.
 FJ0881'
 FJ0881'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 77, WHICH
 FJ0881'IS 3.3 MILES EAST OF EDMOND, BY GOING NORTH ON HIGHWAY 77 FOR
 FJ0881'6.65 MILES TO A CROSSROAD AND A SCHOOL HOUSE IN THE NORTHWEST
 FJ0881'ANGLE, TURN RIGHT, EAST, AND GO 4.9 MILES TO A CROSSROAD, TURN
 FJ0881'LEFT, NORTH, AND GO 1.9 MILES TO A CROSSROAD AND A CHURCH
 FJ0881'IN THE SOUTHWEST ANGLE, TURN RIGHT, EAST, AND GO 3.3 MILES
 FJ0881'TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT, TURN
 FJ0881'LEFT, NORTH, AND GO 0.3 MILES TO THE STATION ON THE RIGHT.
 FJ0881'
 FJ0881'THE STATION MARK IS 115 YARDS WEST OF THE EVANSVILLE MICROWAVE
 FJ0881'MAST, 38 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVE
 FJ0881'LEADING TO THE MAST, 32 FEET EAST OF THE APPROXIMATE CENTER
 FJ0881'OF A 1/4 SECTION ROAD, AND 18 FEET SOUTHEAST OF A WITNESS
 FJ0881'POST.  THE MARK IS 16 INCHES BELOW THE SURFACE OF THE GROUND,
 FJ0881'AND THE DISK IS STAMPED EVANSVILLE 1954.
 FJ0881'
 FJ0881'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE APPROXIMATE
 FJ0881'CENTER OF THE DRIVE AND PROJECTS 4 INCHES.  THE DISK IS
 FJ0881'STAMPED EVANSVILLE NO 1 1954.
 FJ0881'
 FJ0881'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE APPROXIMATE
 FJ0881'CENTER OF THE 1/4 SECTION ROAD AND PROJECTS 3 INCHES.  THE
 FJ0881'DISK IS STAMPED EVANSVILLE NO 2 1954.
 FJ0881'
 FJ0881'THE AZIMUTH MARK IS 45 FEET NORTHEAST OF A T-ROAD INTERSECTION,
 FJ0881'10 FEET SOUTHEAST OF A GUYED POWER POLE, 2 FEET NORTH OF A
 FJ0881'WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 FJ0881'EVANSVILLE 1954.
 FJ0881'
 FJ0881'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1157 ***********************************************************************
 FJ1157  DESIGNATION -  EVERETT
 FJ1157  PID         -  FJ1157
 FJ1157  STATE/COUNTY-  OK/TULSA
 FJ1157  COUNTRY     -  US
 FJ1157  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1157
 FJ1157                         *CURRENT SURVEY CONTROL
 FJ1157  ______________________________________________________________________
 FJ1157* NAD 83(1993) POSITION- 35 55 49.45876(N) 096 01 27.75089(W)   ADJUSTED
 FJ1157* NAVD 88 ORTHO HEIGHT -   281.3   (meters)      923.    (feet) VERTCON3
 FJ1157  ______________________________________________________________________
 FJ1157  GEOID HEIGHT    -        -28.866 (meters)                     GEOID18
 FJ1157  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 FJ1157  HORZ ORDER      -  SECOND
 FJ1157
 FJ1157.The horizontal coordinates were established by classical geodetic methods
 FJ1157.and adjusted by the National Geodetic Survey in November 1994.
 FJ1157
 FJ1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1157
 FJ1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1157.GEOID18 height accuracy estimate available here.
 FJ1157
 FJ1157.Click photographs - Photos may exist for this station.
 FJ1157
 FJ1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1157
 FJ1157. The following values were computed from the NAD 83(1993) position.
 FJ1157
 FJ1157;                    North         East     Units Scale Factor Converg.
 FJ1157;SPC OK N     -   105,044.646   778,265.472   MT  0.99995392   +1 09 57.3
 FJ1157;SPC OK N     -   344,633.98  2,553,359.30   sFT  0.99995392   +1 09 57.3
 FJ1157;UTM  14      - 3,980,322.246   768,459.306   MT  1.00048815   +1 44 49.7
 FJ1157;UTM  15      - 3,980,457.545   227,141.179   MT  1.00051751   -1 46 32.9
 FJ1157
 FJ1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1157!SPC OK N     -   0.99996039  x   0.99995392  =   0.99991431
 FJ1157!UTM  14      -   0.99996039  x   1.00048815  =   1.00044852
 FJ1157!UTM  15      -   0.99996039  x   1.00051751  =   1.00047788
 FJ1157
 FJ1157:                Primary Azimuth Mark                     Grid Az
 FJ1157:SPC OK N     -  AT T COMMUNICATION TOWER                 223 38 49.8
 FJ1157:UTM  14      -  AT T COMMUNICATION TOWER                 223 03 57.4
 FJ1157:UTM  15      -  AT T COMMUNICATION TOWER                 226 35 20.0
 FJ1157
 FJ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6845980322(NAD 83)
 FJ1157
 FJ1157|---------------------------------------------------------------------|
 FJ1157| PID    Reference Object                     Distance      Geod. Az  |
 FJ1157|                                                           dddmmss.s |
 FJ1157| FJ1158 T 72 129 OKDH 1967                   30.144 METERS 21343     |
 FJ1157| CI0110 AT T COMMUNICATION TOWER                           2244847.1 |
 FJ1157| CI0857 EVERETT RM 1                         19.591 METERS 26656     |
 FJ1157|---------------------------------------------------------------------|
 FJ1157
 FJ1157                          SUPERSEDED SURVEY CONTROL
 FJ1157
 FJ1157  NAD 83(1986)-  35 55 49.48315(N)    096 01 27.73461(W) AD(       ) 2
 FJ1157  NAD 27      -  35 55 49.13766(N)    096 01 26.75488(W) AD(       ) 2
 FJ1157  NGVD 29 (07/19/86)  281.0    (m)          922.     (f) VERT ANG       
 FJ1157
 FJ1157.Superseded values are not recommended for survey control.
 FJ1157
 FJ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1157.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1157
 FJ1157_MARKER: DD = SURVEY DISK
 FJ1157_SETTING: 66 = SET IN ROCK OUTCROP
 FJ1157_STAMPING: ET EVERETT 1970
 FJ1157_MARK LOGO: USGS
 FJ1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1157+STABILITY: POSITION/ELEVATION WELL
 FJ1157
 FJ1157  HISTORY     - Date     Condition        Report By
 FJ1157  HISTORY     - 1970     MONUMENTED       USGS
 FJ1157
 FJ1157                          STATION DESCRIPTION
 FJ1157
 FJ1157'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1157'THE STATION IS ABOUT 2.3 MI ESE. OF KIEFER, ABOUT 0.2 MI W. OF
 FJ1157'QUARTER COR. BETWEEN SECS. 22 AND 27, T. 17 N., R. 12 E., NEAR THE
 FJ1157'E. EDGE AND ON TOP OF THE HIGHEST HILL IN THE VICINITY.
 FJ1157'
 FJ1157'TO REACH FROM THE JCT. OF ALT. U.S. HWY. 75 AND STATE HWY. 67
 FJ1157'NEAR THE CENTER OF KIEFER, GO E. ON STATE HWY. 67 FOR 2.5 MI TO A
 FJ1157'CROSSROAD, TURN RIGHT AND GO W. FOR 1.0 MI TO WHERE RD. TURNS
 FJ1157'TO LEFT (E.), CONTINUE S. THROUGH GATE AND FOLLOW THE RIGHT TRAIL
 FJ1157'OF TWO NW. ALONG AND UP THE E. EDGE OF THE HILL FOR ABOUT 0.2 MI
 FJ1157'TO AN OIL WELL PUMP ON A FLAT SPOT NEAR THE N. END OF THE HILL AND
 FJ1157'THE END OF TRUCK TRAVEL.  PROCEED ON FOOT TO THE TOP OF THE HILL
 FJ1157'AND GO SSW. ALONG TOP OF HILL FOR ABOUT 0.2 MI TO THE STATION, NE.
 FJ1157'OF A YELLOW WOODEN POST AND ABOUT 6 FT W. OF THE E. SLOPE OF
 FJ1157'THE HILL.
 FJ1157'
 FJ1157'THE STATION, STAMPED ET EVERETT 1970 IS 51 FT N. AND 62 FT E. OF
 FJ1157'A 2 IN. PIPE PROJECTING ABOUT 5 FT FROM GROUND WITH A METAL SIGN
 FJ1157'WELDED ON IT.  CEMENTED IN BEDROCK WHICH IS FLUSH WITH GROUND,
 FJ1157'ABOUT 4 FT X 8 FT, VISIBLE.  A STANDARD USGS TABLET.
 FJ1157'
 FJ1157'REFERENCE MARK NO. 1, A STANDARD TABLET CEMENTED IN BEDROCK,
 FJ1157'STAMPED EVERETT NO 1 1970 IS W. OF THE STATION, 79 FT N. OF THE
 FJ1157'APPROX. CENTER OF 161 STREET S. (TULSA) AND ABOUT 48 FT N. OF A
 FJ1157'2 IN. PIPE PROJECTING ABOUT 5 FT FROM GROUND WITH A METAL SIGN
 FJ1157'WELDED ON IT.
 FJ1157'
 FJ1157'T 72 129 1967, A STANDARD BRASS OKLAHOMA HIGHWAY DEPARTMENT
 FJ1157'TABLET, STAMPED T 72 129 1967, IS SSW. OF THE STATION, CEMENTED
 FJ1157'IN BEDROCK FLUSH WITH THE GROUND, IS 32 FT S. AND 9 FT E. OF A
 FJ1157'2 IN. METAL PIPE PROJECTING ABOUT 5 FT FROM GROUND WITH A METAL
 FJ1157'SIGN WELDED ON IT, 3 FT N. AND 5 FT W. OF A WOODEN POST PAINTED
 FJ1157'YELLOW.
 FJ1157'
 FJ1157'NO AZIMUTH MARK WAS SET.
 FJ1157'
 FJ1157'REFERENCE AZIMUTH USED - CENTER RED LIGHT ON AT AND T MICRO-WAVE
 FJ1157'TOWER
 FJ1157'
 FJ1157'AMERICAN TELEPHONE AND TELEGRAPH COMMUNICATIONS MICRO-WAVE
 FJ1157'TOWER - STATION IS CENTER TOWER OF THE AMERICAN TELEPHONE AND
 FJ1157'TELEGRAPH COMM. MICROWAVE TOWER.  THE RED LIGHT WAS NOT VISIBLE,
 FJ1157'T. 16 N., R. 11 E., NEAR THE CENTER OF THE SE. QUARTER OF SEC. 28.
 FJ1157'
 FJ1157'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0613 ***********************************************************************
 EL0613  DESIGNATION -  F
 EL0613  PID         -  EL0613
 EL0613  STATE/COUNTY-  OK/STEPHENS
 EL0613  COUNTRY     -  US
 EL0613  USGS QUAD   -  COMANCHE (2018)
 EL0613
 EL0613                         *CURRENT SURVEY CONTROL
 EL0613  ______________________________________________________________________
 EL0613* NAD 83(1986) POSITION- 34 17 40.     (N) 097 57 24.     (W)   SCALED
 EL0613* NAVD 88 ORTHO HEIGHT -   283.701 (meters)      930.78  (feet) POSTED
 EL0613  ______________________________________________________________________
 EL0613  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 EL0613  DYNAMIC HEIGHT  -        283.42  (meters)      929.9   (feet) COMP
 EL0613  MODELED GRAVITY -    979,623.6   (mgal)                       NAVD 88
 EL0613
 EL0613  VERT ORDER      -  * POSTED, SEE BELOW
 EL0613
 EL0613.The horizontal coordinates were scaled from a map and have
 EL0613.an estimated accuracy of +/- 6 seconds.
 EL0613
 EL0613.The orthometric height was determined by differential leveling
 EL0613.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EL0613
 EL0613.* This is a POSTED BENCH MARK height.
 EL0613
 EL0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0613.GEOID18 height accuracy estimate available here.
 EL0613
 EL0613.Click photographs - Photos may exist for this station.
 EL0613
 EL0613.The dynamic height is computed by dividing the NAVD 88
 EL0613.geopotential number by the normal gravity value computed on the
 EL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0613.degrees latitude (g = 980.6199 gals.).
 EL0613
 EL0613.The modeled gravity was interpolated from observed gravity values.
 EL0613
 EL0613;                    North         East    Units  Estimated Accuracy
 EL0613;SPC OK S     -   106,610.      603,990.      MT  (+/- 180 meters Scaled)
 EL0613
 EL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC960952(NAD 83)
 EL0613
 EL0613                          SUPERSEDED SURVEY CONTROL
 EL0613
 EL0613.No superseded survey control is available for this station.
 EL0613
 EL0613_MARKER: B = BOLT
 EL0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0613_SP_SET: BRIDGE ABUTMENT
 EL0613_MARK LOGO: NONE
 EL0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0613
 EL0613  HISTORY     - Date     Condition        Report By
 EL0613  HISTORY     - 1902     MONUMENTED       CGS
 EL0613  HISTORY     - 1986     POOR             NGS
 EL0613
 EL0613                          STATION DESCRIPTION
 EL0613
 EL0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0613'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  13.9 KM (8.65
 EL0613'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 EL0613'HIGHWAY 70 IN WAURIKA, THENCE 2.1 KM (1.3 MI) NORTHERLY ALONG THE
 EL0613'OKLAHOMA KANSAS TEXAS RAILROAD.  NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0571 ***********************************************************************
 FJ0571  DESIGNATION -  F
 FJ0571  PID         -  FJ0571
 FJ0571  STATE/COUNTY-  OK/KINGFISHER
 FJ0571  COUNTRY     -  US
 FJ0571  USGS QUAD   -  KINGFISHER (2018)
 FJ0571
 FJ0571                         *CURRENT SURVEY CONTROL
 FJ0571  ______________________________________________________________________
 FJ0571* NAD 83(1986) POSITION- 35 51 43.     (N) 097 55 58.     (W)   SCALED
 FJ0571* NAVD 88 ORTHO HEIGHT -   322.447 (meters)     1057.89  (feet) ADJUSTED
 FJ0571  ______________________________________________________________________
 FJ0571  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 FJ0571  DYNAMIC HEIGHT  -        322.153 (meters)     1056.93  (feet) COMP
 FJ0571  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 FJ0571
 FJ0571  VERT ORDER      -  FIRST     CLASS II
 FJ0571
 FJ0571.The horizontal coordinates were scaled from a map and have
 FJ0571.an estimated accuracy of +/- 6 seconds.
 FJ0571
 FJ0571.The orthometric height was determined by differential leveling and
 FJ0571.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0571.in June 1991.
 FJ0571
 FJ0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0571.GEOID18 height accuracy estimate available here.
 FJ0571
 FJ0571.Click photographs - Photos may exist for this station.
 FJ0571
 FJ0571.The dynamic height is computed by dividing the NAVD 88
 FJ0571.geopotential number by the normal gravity value computed on the
 FJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0571.degrees latitude (g = 980.6199 gals.).
 FJ0571
 FJ0571.The modeled gravity was interpolated from observed gravity values.
 FJ0571
 FJ0571;                    North         East    Units  Estimated Accuracy
 FJ0571;SPC OK N     -    95,640.      606,070.      MT  (+/- 180 meters Scaled)
 FJ0571
 FJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE963691(NAD 83)
 FJ0571
 FJ0571                          SUPERSEDED SURVEY CONTROL
 FJ0571
 FJ0571  NGVD 29 (??/??/92)  322.316  (m)         1057.47   (f) ADJ UNCH    1 2
 FJ0571
 FJ0571.Superseded values are not recommended for survey control.
 FJ0571
 FJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0571.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0571
 FJ0571_MARKER: Q = CHISELED SQUARE
 FJ0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0571_SP_SET: WATER TANK FOUNDATION
 FJ0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0571
 FJ0571  HISTORY     - Date     Condition        Report By
 FJ0571  HISTORY     - 1902     MONUMENTED       CGS
 FJ0571  HISTORY     - 1953     GOOD             CGS
 FJ0571  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0571
 FJ0571                          STATION DESCRIPTION
 FJ0571
 FJ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0571'AT KINGFISHER, AT THE INTERSECTION OF MILES AVENUE AND 7TH
 FJ0571'STREET, 77 FEET EAST OF THE CENTER LINE OF 7TH STREET, 40 FEET
 FJ0571'NORTH OF THE CENTER LINE OF MILES AVENUE, ON THE SOUTH CORNER
 FJ0571'OF THE IRON PLATE IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 FJ0571'SOUTHEAST LEG OF THE CITY WATER TOWER, 0.6 FOOT NORTHEAST OF
 FJ0571'BENCH MARK Z Z 114.
 FJ0571
 FJ0571                          STATION RECOVERY (1985)
 FJ0571
 FJ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0571'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 FJ0571'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0617 ***********************************************************************
 FJ0617  DESIGNATION -  F 10
 FJ0617  PID         -  FJ0617
 FJ0617  STATE/COUNTY-  OK/CANADIAN
 FJ0617  COUNTRY     -  US
 FJ0617  USGS QUAD   -  EL RENO (2018)
 FJ0617
 FJ0617                         *CURRENT SURVEY CONTROL
 FJ0617  ______________________________________________________________________
 FJ0617* NAD 83(1986) POSITION- 35 31 51.42   (N) 097 57 32.31   (W)   HD_HELD1
 FJ0617* NAVD 88 ORTHO HEIGHT -   415.935 (meters)     1364.61  (feet) ADJUSTED
 FJ0617  ______________________________________________________________________
 FJ0617  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 FJ0617  DYNAMIC HEIGHT  -        415.530 (meters)     1363.28  (feet) COMP
 FJ0617  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 FJ0617
 FJ0617  VERT ORDER      -  FIRST     CLASS II
 FJ0617
 FJ0617.The horizontal coordinates were determined by differentially corrected
 FJ0617.hand held GPS observations or other comparable positioning techniques
 FJ0617.and have an estimated accuracy of +/- 3 meters.
 FJ0617
 FJ0617.The orthometric height was determined by differential leveling and
 FJ0617.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0617.in June 1991.
 FJ0617
 FJ0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0617.GEOID18 height accuracy estimate available here.
 FJ0617
 FJ0617.Click photographs - Photos may exist for this station.
 FJ0617
 FJ0617.The dynamic height is computed by dividing the NAVD 88
 FJ0617.geopotential number by the normal gravity value computed on the
 FJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0617.degrees latitude (g = 980.6199 gals.).
 FJ0617
 FJ0617.The modeled gravity was interpolated from observed gravity values.
 FJ0617
 FJ0617;                    North         East    Units  Estimated Accuracy
 FJ0617;SPC OK N     -    58,911.5     603,720.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0617
 FJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9437932424(NAD 83)
 FJ0617
 FJ0617                          SUPERSEDED SURVEY CONTROL
 FJ0617
 FJ0617  NGVD 29 (??/??/92)  415.755  (m)         1364.02   (f) ADJ UNCH    1 2
 FJ0617
 FJ0617.Superseded values are not recommended for survey control.
 FJ0617
 FJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0617.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0617
 FJ0617_MARKER: DB = BENCH MARK DISK
 FJ0617_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0617_SP_SET: BUILDING WALL
 FJ0617_STAMPING: F 10 1933 1364.023
 FJ0617_MARK LOGO: CGS
 FJ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0617+STABILITY: SURFACE MOTION
 FJ0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0617+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2014
 FJ0617
 FJ0617  HISTORY     - Date     Condition        Report By
 FJ0617  HISTORY     - 1933     MONUMENTED       CGS
 FJ0617  HISTORY     - 1953     GOOD             CGS
 FJ0617  HISTORY     - 1984     GOOD             NGS
 FJ0617  HISTORY     - 1988     GOOD             USPSQD
 FJ0617  HISTORY     - 1989     GOOD             USPSQD
 FJ0617  HISTORY     - 1990     GOOD             USPSQD
 FJ0617  HISTORY     - 20040714 GOOD             USPSQD
 FJ0617  HISTORY     - 20140125 GOOD             GEOCAC
 FJ0617
 FJ0617                          STATION DESCRIPTION
 FJ0617
 FJ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0617'AT EL RENO.
 FJ0617'AT EL RENO, SET VERTICALLY IN THE WEST BRICK WALL OF THE CHICAGO,
 FJ0617'ROCK ISLAND AND PACIFIC RAILROAD STATION, 6 FEET SOUTH OF THE
 FJ0617'CENTER OF THE NORTH WAITING ROOM DOOR, 3 FEET ABOVE THE GROUND.
 FJ0617
 FJ0617                          STATION RECOVERY (1984)
 FJ0617
 FJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0617'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EL RENO THE
 FJ0617'OLD CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION IS NOW A MUSEUM
 FJ0617'OWNED BY THE CANADIAN COUNTY HISTORICAL SOCIETY, LOCATED BETWEEN WADE
 FJ0617'STREET AND WEST LONDON STREET AND ON THE EAST SIDE OF THE OKLAHOMA,
 FJ0617'KANSAS AND TEXAS RAILROAD, SET VERTICALLY IN THE WEST BRICK WALL OF
 FJ0617'THE BUILDING, ABOUT 1.21 METERS (4.0 FT) ABOVE A CONCRETE WALKWAY,
 FJ0617'19.20 METERS (63.0 FT) NORTH OF THE SOUTH CORNER OF THE BUILDING,
 FJ0617'8.50 METERS (27.9 FT) EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD,
 FJ0617'AND 1.76 METERS (5.8 FT) SOUTH-SOUTHEAST OF THE CENTER OF A BACK
 FJ0617'ENTRANCE TO THE MUSEUM.
 FJ0617'THE MARK IS 1.2 M ABOVE RAILROAD TRACKS.
 FJ0617
 FJ0617                          STATION RECOVERY (1988)
 FJ0617
 FJ0617'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0617'RECOVERED IN GOOD CONDITION.
 FJ0617
 FJ0617                          STATION RECOVERY (1989)
 FJ0617
 FJ0617'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0617'RECOVERED IN GOOD CONDITION.
 FJ0617
 FJ0617                          STATION RECOVERY (1990)
 FJ0617
 FJ0617'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0617'RECOVERED IN GOOD CONDITION.
 FJ0617
 FJ0617                          STATION RECOVERY (2004)
 FJ0617
 FJ0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0617'RECOVERED IN GOOD CONDITION.
 FJ0617
 FJ0617                          STATION RECOVERY (2014)
 FJ0617
 FJ0617'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 FJ0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0579 ***********************************************************************
 EK0579  DESIGNATION -  F 100
 EK0579  PID         -  EK0579
 EK0579  STATE/COUNTY-  OK/PUSHMATAHA
 EK0579  COUNTRY     -  US
 EK0579  USGS QUAD   -  ANTLERS EAST (2019)
 EK0579
 EK0579                         *CURRENT SURVEY CONTROL
 EK0579  ______________________________________________________________________
 EK0579* NAD 83(1986) POSITION- 34 12 28.     (N) 095 33 07.     (W)   SCALED
 EK0579* NAVD 88 ORTHO HEIGHT -   173.607 (meters)      569.58  (feet) ADJUSTED
 EK0579  ______________________________________________________________________
 EK0579  GEOID HEIGHT    -        -30.149 (meters)                     GEOID18
 EK0579  DYNAMIC HEIGHT  -        173.419 (meters)      568.96  (feet) COMP
 EK0579  MODELED GRAVITY -    979,547.6   (mgal)                       NAVD 88
 EK0579
 EK0579  VERT ORDER      -  SECOND    CLASS 0
 EK0579
 EK0579.The horizontal coordinates were scaled from a map and have
 EK0579.an estimated accuracy of +/- 6 seconds.
 EK0579
 EK0579.The orthometric height was determined by differential leveling and
 EK0579.adjusted by the NATIONAL GEODETIC SURVEY
 EK0579.in June 1991.
 EK0579
 EK0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0579.GEOID18 height accuracy estimate available here.
 EK0579
 EK0579.Click photographs - Photos may exist for this station.
 EK0579
 EK0579.The dynamic height is computed by dividing the NAVD 88
 EK0579.geopotential number by the normal gravity value computed on the
 EK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0579.degrees latitude (g = 980.6199 gals.).
 EK0579
 EK0579.The modeled gravity was interpolated from observed gravity values.
 EK0579
 EK0579;                    North         East    Units  Estimated Accuracy
 EK0579;SPC OK S     -    99,730.      825,580.      MT  (+/- 180 meters Scaled)
 EK0579
 EK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT648881(NAD 83)
 EK0579
 EK0579                          SUPERSEDED SURVEY CONTROL
 EK0579
 EK0579  NGVD 29 (??/??/92)  173.523  (m)          569.30   (f) ADJ UNCH    2 0
 EK0579
 EK0579.Superseded values are not recommended for survey control.
 EK0579
 EK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0579.See file dsdata.pdf to determine how the superseded data were derived.
 EK0579
 EK0579_MARKER: DB = BENCH MARK DISK
 EK0579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0579_SP_SET: CULVERT HEADWALL
 EK0579_STAMPING: F 100 1960
 EK0579_MARK LOGO: CGS
 EK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0579+STABILITY: SURFACE MOTION
 EK0579
 EK0579  HISTORY     - Date     Condition        Report By
 EK0579  HISTORY     - 1960     MONUMENTED       CGS
 EK0579
 EK0579                          STATION DESCRIPTION
 EK0579
 EK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0579'4.6 MI SE FROM ANTLERS.
 EK0579'ABOUT 4.55 MILES SOUTHEAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE
 EK0579'ST. LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, AT THE
 EK0579'INTERSECTION OF A NORTH-SOUTH DIRT ROAD, IN SECTION 17, R 17 E,
 EK0579'T 4 S, SET IN THE TOP O THE SOUTHEAST END OF THE SOUTHWEST
 EK0579'HEADWALL OF A CONCRETE CULVERT, 25 FEET SOUTHWEST OF THE CENTER
 EK0579'LINE OF THE HIGHWAY, 82 FEET SOUTHEAST OF THE CENTER OF THE
 EK0579'INTERSECTION, 68 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 EK0579'ROAD, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0480 ***********************************************************************
 EK0480  DESIGNATION -  F 101
 EK0480  PID         -  EK0480
 EK0480  STATE/COUNTY-  OK/PUSHMATAHA
 EK0480  COUNTRY     -  US
 EK0480  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0480
 EK0480                         *CURRENT SURVEY CONTROL
 EK0480  ______________________________________________________________________
 EK0480* NAD 83(1986) POSITION- 34 19 25.     (N) 095 13 31.     (W)   SCALED
 EK0480* NAVD 88 ORTHO HEIGHT -   174.733 (meters)      573.27  (feet) ADJUSTED
 EK0480  ______________________________________________________________________
 EK0480  GEOID HEIGHT    -        -30.903 (meters)                     GEOID18
 EK0480  DYNAMIC HEIGHT  -        174.540 (meters)      572.64  (feet) COMP
 EK0480  MODELED GRAVITY -    979,529.4   (mgal)                       NAVD 88
 EK0480
 EK0480  VERT ORDER      -  SECOND    CLASS 0
 EK0480
 EK0480.The horizontal coordinates were scaled from a map and have
 EK0480.an estimated accuracy of +/- 6 seconds.
 EK0480
 EK0480.The orthometric height was determined by differential leveling and
 EK0480.adjusted by the NATIONAL GEODETIC SURVEY
 EK0480.in June 1991.
 EK0480
 EK0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0480.GEOID18 height accuracy estimate available here.
 EK0480
 EK0480.Click photographs - Photos may exist for this station.
 EK0480
 EK0480.The dynamic height is computed by dividing the NAVD 88
 EK0480.geopotential number by the normal gravity value computed on the
 EK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0480.degrees latitude (g = 980.6199 gals.).
 EK0480
 EK0480.The modeled gravity was interpolated from observed gravity values.
 EK0480
 EK0480;                    North         East    Units  Estimated Accuracy
 EK0480;SPC OK S     -   113,350.      855,320.      MT  (+/- 180 meters Scaled)
 EK0480
 EK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU952002(NAD 83)
 EK0480
 EK0480                          SUPERSEDED SURVEY CONTROL
 EK0480
 EK0480  NGVD 29 (??/??/92)  174.657  (m)          573.02   (f) ADJ UNCH    2 0
 EK0480
 EK0480.Superseded values are not recommended for survey control.
 EK0480
 EK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0480.See file dsdata.pdf to determine how the superseded data were derived.
 EK0480
 EK0480_MARKER: DB = BENCH MARK DISK
 EK0480_SETTING: 66 = SET IN ROCK OUTCROP
 EK0480_STAMPING: F 101 1960
 EK0480_MARK LOGO: CGS
 EK0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0480+STABILITY: POSITION/ELEVATION WELL
 EK0480
 EK0480  HISTORY     - Date     Condition        Report By
 EK0480  HISTORY     - 1960     MONUMENTED       CGS
 EK0480
 EK0480                          STATION DESCRIPTION
 EK0480
 EK0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0480'3.6 MI NE FROM CLOUDY.
 EK0480'ABOUT 3.6 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0480'OFFICE AT CLOUDY, IN SECTION 5, R 20 E, T 3 S, SET IN THE TOP
 EK0480'OF A ROCK OUTCROP, 66 FEET NORTHWEST OF THE CENTER LINE OF THE
 EK0480'ROAD, AND ABOUT 2 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0268 ***********************************************************************
 GK0268  DESIGNATION -  F 103
 GK0268  PID         -  GK0268
 GK0268  STATE/COUNTY-  OK/TEXAS
 GK0268  COUNTRY     -  US
 GK0268  USGS QUAD   -  GUYMON SW (2018)
 GK0268
 GK0268                         *CURRENT SURVEY CONTROL
 GK0268  ______________________________________________________________________
 GK0268* NAD 83(1986) POSITION- 36 36 08.     (N) 101 24 10.     (W)   SCALED
 GK0268* NAVD 88 ORTHO HEIGHT -   936.048 (meters)     3071.02  (feet) ADJUSTED
 GK0268  ______________________________________________________________________
 GK0268  GEOID HEIGHT    -        -26.700 (meters)                     GEOID18
 GK0268  DYNAMIC HEIGHT  -        935.071 (meters)     3067.81  (feet) COMP
 GK0268  MODELED GRAVITY -    979,556.5   (mgal)                       NAVD 88
 GK0268
 GK0268  VERT ORDER      -  SECOND    CLASS 0
 GK0268
 GK0268.The horizontal coordinates were scaled from a map and have
 GK0268.an estimated accuracy of +/- 6 seconds.
 GK0268
 GK0268.The orthometric height was determined by differential leveling and
 GK0268.adjusted by the NATIONAL GEODETIC SURVEY
 GK0268.in June 1991.
 GK0268
 GK0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0268.GEOID18 height accuracy estimate available here.
 GK0268
 GK0268.Click photographs - Photos may exist for this station.
 GK0268
 GK0268.The dynamic height is computed by dividing the NAVD 88
 GK0268.geopotential number by the normal gravity value computed on the
 GK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0268.degrees latitude (g = 980.6199 gals.).
 GK0268
 GK0268.The modeled gravity was interpolated from observed gravity values.
 GK0268
 GK0268;                    North         East    Units  Estimated Accuracy
 GK0268;SPC OK N     -   183,110.      295,610.      MT  (+/- 180 meters Scaled)
 GK0268
 GK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF850534(NAD 83)
 GK0268
 GK0268                          SUPERSEDED SURVEY CONTROL
 GK0268
 GK0268  NGVD 29 (??/??/92)  935.606  (m)         3069.57   (f) ADJ UNCH    2 0
 GK0268
 GK0268.Superseded values are not recommended for survey control.
 GK0268
 GK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0268.See file dsdata.pdf to determine how the superseded data were derived.
 GK0268
 GK0268_MARKER: DB = BENCH MARK DISK
 GK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0268_STAMPING: F 103 1934
 GK0268_MARK LOGO: CGS
 GK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0268+STABILITY: SURFACE MOTION
 GK0268
 GK0268  HISTORY     - Date     Condition        Report By
 GK0268  HISTORY     - 1934     MONUMENTED       CGS
 GK0268  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0268
 GK0268                          STATION DESCRIPTION
 GK0268
 GK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0268'9.7 MI SE FROM GUYMON.
 GK0268'9.7 MILES SOUTHEAST OF TEXAS COUNTY COURT HOUSE.  35 FEET WEST OF
 GK0268'CENTER LINE OF ROAD FROM HITCHLAND TO GUYMON. 33 FEET NORTH OF CENTER
 GK0268'LINE OF SECTION LINE ROAD.  AT SOUTHEAST FENCE CORNER AND EAST OF
 GK0268'GATE.
 GK0268
 GK0268                          STATION RECOVERY (1965)
 GK0268
 GK0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0346 ***********************************************************************
 GJ0346  DESIGNATION -  F 104
 GJ0346  PID         -  GJ0346
 GJ0346  STATE/COUNTY-  OK/ELLIS
 GJ0346  COUNTRY     -  US
 GJ0346  USGS QUAD   -  ARNETT (2018)
 GJ0346
 GJ0346                         *CURRENT SURVEY CONTROL
 GJ0346  ______________________________________________________________________
 GJ0346* NAD 83(1986) POSITION- 36 08 11.     (N) 099 50 44.     (W)   SCALED
 GJ0346* NAVD 88 ORTHO HEIGHT -   758.931 (meters)     2489.93  (feet) ADJUSTED
 GJ0346  ______________________________________________________________________
 GJ0346  GEOID HEIGHT    -        -28.348 (meters)                     GEOID18
 GJ0346  DYNAMIC HEIGHT  -        758.151 (meters)     2487.37  (feet) COMP
 GJ0346  MODELED GRAVITY -    979,580.2   (mgal)                       NAVD 88
 GJ0346
 GJ0346  VERT ORDER      -  SECOND    CLASS 0
 GJ0346
 GJ0346.The horizontal coordinates were scaled from a map and have
 GJ0346.an estimated accuracy of +/- 6 seconds.
 GJ0346
 GJ0346.The orthometric height was determined by differential leveling and
 GJ0346.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0346.in June 1991.
 GJ0346
 GJ0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0346.GEOID18 height accuracy estimate available here.
 GJ0346
 GJ0346.Click photographs - Photos may exist for this station.
 GJ0346
 GJ0346.The dynamic height is computed by dividing the NAVD 88
 GJ0346.geopotential number by the normal gravity value computed on the
 GJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0346.degrees latitude (g = 980.6199 gals.).
 GJ0346
 GJ0346.The modeled gravity was interpolated from observed gravity values.
 GJ0346
 GJ0346;                    North         East    Units  Estimated Accuracy
 GJ0346;SPC OK N     -   127,660.      433,900.      MT  (+/- 180 meters Scaled)
 GJ0346
 GJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME239994(NAD 83)
 GJ0346
 GJ0346                          SUPERSEDED SURVEY CONTROL
 GJ0346
 GJ0346  NGVD 29 (??/??/92)  758.622  (m)         2488.91   (f) ADJ UNCH    2 0
 GJ0346
 GJ0346.Superseded values are not recommended for survey control.
 GJ0346
 GJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0346.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0346
 GJ0346_MARKER: DB = BENCH MARK DISK
 GJ0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0346_SP_SET: BRIDGE WINGWALL
 GJ0346_STAMPING: F 104 1934
 GJ0346_MARK LOGO: CGS
 GJ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0346
 GJ0346  HISTORY     - Date     Condition        Report By
 GJ0346  HISTORY     - 1934     MONUMENTED       CGS
 GJ0346  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0346
 GJ0346                          STATION DESCRIPTION
 GJ0346
 GJ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0346'4.3 MI W FROM ARNETT.
 GJ0346'4.3 MILES WEST OF ELLIS CO. COURTHOUSE AT ARNETT 210 FEET WEST
 GJ0346'OF CREST OF HILL, AND HIGHWAY CUT.  48 FEET SOUTH OF CENTERLINE OF
 GJ0346'U.S. HIGHWAYS 283 AND 60.  21 FEET EAST OF CENTER LINE OF SECTION
 GJ0346'LINE ROAD.  ON WINGWALL OF CONCRETE CULVERT 5 FEET BELOW HIGHWAY.
 GJ0346
 GJ0346                          STATION RECOVERY (1970)
 GJ0346
 GJ0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0476 ***********************************************************************
 FK0476  DESIGNATION -  F 105
 FK0476  PID         -  FK0476
 FK0476  STATE/COUNTY-  OK/ROGER MILLS
 FK0476  COUNTRY     -  US
 FK0476  USGS QUAD   -  CHEYENNE (2018)
 FK0476
 FK0476                         *CURRENT SURVEY CONTROL
 FK0476  ______________________________________________________________________
 FK0476* NAD 83(1986) POSITION- 35 36 32.28   (N) 099 40 19.39   (W)   HD_HELD1
 FK0476* NAVD 88 ORTHO HEIGHT -   601.792 (meters)     1974.38  (feet) ADJUSTED
 FK0476  ______________________________________________________________________
 FK0476  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 FK0476  DYNAMIC HEIGHT  -        601.164 (meters)     1972.32  (feet) COMP
 FK0476  MODELED GRAVITY -    979,572.3   (mgal)                       NAVD 88
 FK0476
 FK0476  VERT ORDER      -  SECOND    CLASS 0
 FK0476
 FK0476.The horizontal coordinates were determined by differentially corrected
 FK0476.hand held GPS observations or other comparable positioning techniques
 FK0476.and have an estimated accuracy of +/- 3 meters.
 FK0476
 FK0476.The orthometric height was determined by differential leveling and
 FK0476.adjusted by the NATIONAL GEODETIC SURVEY
 FK0476.in June 1991.
 FK0476
 FK0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0476.GEOID18 height accuracy estimate available here.
 FK0476
 FK0476.Click photographs - Photos may exist for this station.
 FK0476
 FK0476.The dynamic height is computed by dividing the NAVD 88
 FK0476.geopotential number by the normal gravity value computed on the
 FK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0476.degrees latitude (g = 980.6199 gals.).
 FK0476
 FK0476.The modeled gravity was interpolated from observed gravity values.
 FK0476
 FK0476;                    North         East    Units  Estimated Accuracy
 FK0476;SPC OK N     -    68,871.3     448,509.4     MT  (+/- 3 meters HH1 GPS) 
 FK0476
 FK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3913140786(NAD 83)
 FK0476
 FK0476                          SUPERSEDED SURVEY CONTROL
 FK0476
 FK0476  NGVD 29 (??/??/92)  601.514  (m)         1973.47   (f) ADJ UNCH    2 0
 FK0476
 FK0476.Superseded values are not recommended for survey control.
 FK0476
 FK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0476.See file dsdata.pdf to determine how the superseded data were derived.
 FK0476
 FK0476_MARKER: DB = BENCH MARK DISK
 FK0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0476_SP_SET: BRIDGE
 FK0476_STAMPING: F 105 1934
 FK0476_MARK LOGO: CGS
 FK0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0476
 FK0476  HISTORY     - Date     Condition        Report By
 FK0476  HISTORY     - 1934     MONUMENTED       CGS
 FK0476
 FK0476                          STATION DESCRIPTION
 FK0476
 FK0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0476'0.7 MI S FROM CHEYENNE.
 FK0476'0.7 MILES SOUTH OF P. AND SF. RR. STATION AT CHEYENNE 24 FEET
 FK0476'WEST OF CENTER LINE OF U.S. HIGHWAY 283, ON NORTH WEST WINGWALL
 FK0476'OF CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0364 ***********************************************************************
 GJ0364  DESIGNATION -  F 106
 GJ0364  PID         -  GJ0364
 GJ0364  STATE/COUNTY-  OK/WOODWARD
 GJ0364  COUNTRY     -  US
 GJ0364  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0364
 GJ0364                         *CURRENT SURVEY CONTROL
 GJ0364  ______________________________________________________________________
 GJ0364* NAD 83(1986) POSITION- 36 34 29.     (N) 099 34 13.     (W)   SCALED
 GJ0364* NAVD 88 ORTHO HEIGHT -   608.129 (meters)     1995.17  (feet) ADJUSTED
 GJ0364  ______________________________________________________________________
 GJ0364  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 GJ0364  DYNAMIC HEIGHT  -        607.541 (meters)     1993.24  (feet) COMP
 GJ0364  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 GJ0364
 GJ0364  VERT ORDER      -  SECOND    CLASS 0
 GJ0364
 GJ0364.The horizontal coordinates were scaled from a map and have
 GJ0364.an estimated accuracy of +/- 6 seconds.
 GJ0364
 GJ0364.The orthometric height was determined by differential leveling and
 GJ0364.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0364.in June 1991.
 GJ0364
 GJ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0364.GEOID18 height accuracy estimate available here.
 GJ0364
 GJ0364.Click photographs - Photos may exist for this station.
 GJ0364
 GJ0364.The dynamic height is computed by dividing the NAVD 88
 GJ0364.geopotential number by the normal gravity value computed on the
 GJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0364.degrees latitude (g = 980.6199 gals.).
 GJ0364
 GJ0364.The modeled gravity was interpolated from observed gravity values.
 GJ0364
 GJ0364;                    North         East    Units  Estimated Accuracy
 GJ0364;SPC OK N     -   175,860.      459,460.      MT  (+/- 180 meters Scaled)
 GJ0364
 GJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF489478(NAD 83)
 GJ0364
 GJ0364                          SUPERSEDED SURVEY CONTROL
 GJ0364
 GJ0364  NGVD 29 (??/??/92)  607.854  (m)         1994.27   (f) ADJ UNCH    2 0
 GJ0364
 GJ0364.Superseded values are not recommended for survey control.
 GJ0364
 GJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0364.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0364
 GJ0364_MARKER: DB = BENCH MARK DISK
 GJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0364_STAMPING: F 107 1934
 GJ0364_MARK LOGO: CGS
 GJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0364+STABILITY: SURFACE MOTION
 GJ0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GJ0364+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2007
 GJ0364
 GJ0364  HISTORY     - Date     Condition        Report By
 GJ0364  HISTORY     - 1934     MONUMENTED       CGS
 GJ0364  HISTORY     - 20070521 GOOD             OKDOT
 GJ0364  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GJ0364
 GJ0364                          STATION DESCRIPTION
 GJ0364
 GJ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0364'AT SUPPLY.
 GJ0364'315 FEET EAST OF MISSOURI KANSAS AND TEXAS RAILWAY STATION.  75
 GJ0364'FEET WEST OF MILE POLE 235.  45 FEET NORTH OF NEAREST RAIL OF
 GJ0364'TRACK.
 GJ0364
 GJ0364                          STATION RECOVERY (2007)
 GJ0364
 GJ0364'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (SJP)
 GJ0364'RECOVERED IN GOOD CONDITION.
 GJ0364
 GJ0364                          STATION RECOVERY (2009)
 GJ0364
 GJ0364'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0010 ***********************************************************************
 GK0010  DESIGNATION -  F 107
 GK0010  PID         -  GK0010
 GK0010  STATE/COUNTY-  OK/BEAVER
 GK0010  COUNTRY     -  US
 GK0010  USGS QUAD   -  GATE NW (2018)
 GK0010
 GK0010                         *CURRENT SURVEY CONTROL
 GK0010  ______________________________________________________________________
 GK0010* NAD 83(1986) POSITION- 36 53 03.     (N) 100 12 32.     (W)   SCALED
 GK0010* NAVD 88 ORTHO HEIGHT -   781.934 (meters)     2565.40  (feet) ADJUSTED
 GK0010  ______________________________________________________________________
 GK0010  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 GK0010  DYNAMIC HEIGHT  -        781.186 (meters)     2562.94  (feet) COMP
 GK0010  MODELED GRAVITY -    979,649.1   (mgal)                       NAVD 88
 GK0010
 GK0010  VERT ORDER      -  SECOND    CLASS 0
 GK0010
 GK0010.The horizontal coordinates were scaled from a map and have
 GK0010.an estimated accuracy of +/- 6 seconds.
 GK0010
 GK0010.The orthometric height was determined by differential leveling and
 GK0010.adjusted by the NATIONAL GEODETIC SURVEY
 GK0010.in June 1991.
 GK0010
 GK0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0010.GEOID18 height accuracy estimate available here.
 GK0010
 GK0010.Click photographs - Photos may exist for this station.
 GK0010
 GK0010.The dynamic height is computed by dividing the NAVD 88
 GK0010.geopotential number by the normal gravity value computed on the
 GK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0010.degrees latitude (g = 980.6199 gals.).
 GK0010
 GK0010.The modeled gravity was interpolated from observed gravity values.
 GK0010
 GK0010;                    North         East    Units  Estimated Accuracy
 GK0010;SPC OK N     -   211,300.      403,100.      MT  (+/- 180 meters Scaled)
 GK0010
 GK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF922827(NAD 83)
 GK0010
 GK0010                          SUPERSEDED SURVEY CONTROL
 GK0010
 GK0010  NGVD 29 (??/??/92)  781.601  (m)         2564.30   (f) ADJ UNCH    2 0
 GK0010
 GK0010.Superseded values are not recommended for survey control.
 GK0010
 GK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0010.See file dsdata.pdf to determine how the superseded data were derived.
 GK0010
 GK0010_MARKER: DB = BENCH MARK DISK
 GK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0010_STAMPING: F 107 1934
 GK0010_MARK LOGO: CGS
 GK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0010+STABILITY: SURFACE MOTION
 GK0010
 GK0010  HISTORY     - Date     Condition        Report By
 GK0010  HISTORY     - 1934     MONUMENTED       CGS
 GK0010
 GK0010                          STATION DESCRIPTION
 GK0010
 GK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0010'12.1 MI NW FROM GATE.
 GK0010'12.1 MILES NORTHWEST OF GATE M.K.T.RR. STATION 1.0 MILE WEST OF
 GK0010'KNOWLES.  45 FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GK0010'RAILWAY TRACK.  15 FEET NORTHWEST OF FIRST POLE WEST OF MILE POLE 283.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0379 ***********************************************************************
 GJ0379  DESIGNATION -  F 108
 GJ0379  PID         -  GJ0379
 GJ0379  STATE/COUNTY-  OK/HARPER
 GJ0379  COUNTRY     -  US
 GJ0379  USGS QUAD   -  ROSSTON (2018)
 GJ0379
 GJ0379                         *CURRENT SURVEY CONTROL
 GJ0379  ______________________________________________________________________
 GJ0379* NAD 83(1986) POSITION- 36 51 21.     (N) 099 56 40.     (W)   SCALED
 GJ0379* NAVD 88 ORTHO HEIGHT -   673.576 (meters)     2209.89  (feet) ADJUSTED
 GJ0379  ______________________________________________________________________
 GJ0379  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 GJ0379  DYNAMIC HEIGHT  -        672.949 (meters)     2207.83  (feet) COMP
 GJ0379  MODELED GRAVITY -    979,678.2   (mgal)                       NAVD 88
 GJ0379
 GJ0379  VERT ORDER      -  SECOND    CLASS 0
 GJ0379
 GJ0379.The horizontal coordinates were scaled from a map and have
 GJ0379.an estimated accuracy of +/- 6 seconds.
 GJ0379
 GJ0379.The orthometric height was determined by differential leveling and
 GJ0379.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0379.in June 1991.
 GJ0379
 GJ0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0379.GEOID18 height accuracy estimate available here.
 GJ0379
 GJ0379.Click photographs - Photos may exist for this station.
 GJ0379
 GJ0379.The dynamic height is computed by dividing the NAVD 88
 GJ0379.geopotential number by the normal gravity value computed on the
 GJ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0379.degrees latitude (g = 980.6199 gals.).
 GJ0379
 GJ0379.The modeled gravity was interpolated from observed gravity values.
 GJ0379
 GJ0379;                    North         East    Units  Estimated Accuracy
 GJ0379;SPC OK N     -   207,660.      426,600.      MT  (+/- 180 meters Scaled)
 GJ0379
 GJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF158792(NAD 83)
 GJ0379
 GJ0379                          SUPERSEDED SURVEY CONTROL
 GJ0379
 GJ0379  NGVD 29 (??/??/92)  673.294  (m)         2208.97   (f) ADJ UNCH    2 0
 GJ0379
 GJ0379.Superseded values are not recommended for survey control.
 GJ0379
 GJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0379.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0379
 GJ0379_MARKER: DB = BENCH MARK DISK
 GJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0379_STAMPING: F 108 1934
 GJ0379_MARK LOGO: CGS
 GJ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0379+STABILITY: SURFACE MOTION
 GJ0379
 GJ0379  HISTORY     - Date     Condition        Report By
 GJ0379  HISTORY     - 1934     MONUMENTED       CGS
 GJ0379  HISTORY     - 1970     GOOD             USGS
 GJ0379
 GJ0379                          STATION DESCRIPTION
 GJ0379
 GJ0379'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GJ0379'3.5 MI NW FROM ROSSTON.
 GJ0379'ROSSTON, 3.0 MILES NORTH AND 0.8 MILES WEST FROM GRADE SCHOOL
 GJ0379'AT, TPS. 27 AND 28 N. RS. 25 AND 26 W., NEAR CORNER SECTIONS
 GJ0379'1, 6, 31 AND 36, 40 FT NORTH, 187 FT WEST OF CROSSROAD, ABOUT
 GJ0379'3 FT SOUTH OF FENCE, 1 FT NORTH OF METAL WITNESS MARKER, IN TOP
 GJ0379'OF CONCRETE POST, STANDARD C AND GS DISK STAMPED F108 1934
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0207 ***********************************************************************
 GJ0207  DESIGNATION -  F 109
 GJ0207  PID         -  GJ0207
 GJ0207  STATE/COUNTY-  OK/WOODS
 GJ0207  COUNTRY     -  US
 GJ0207  USGS QUAD   -  FREEDOM (2018)
 GJ0207
 GJ0207                         *CURRENT SURVEY CONTROL
 GJ0207  ______________________________________________________________________
 GJ0207* NAD 83(1986) POSITION- 36 45 14.     (N) 099 05 33.     (W)   SCALED
 GJ0207* NAVD 88 ORTHO HEIGHT -   463.364 (meters)     1520.22  (feet) ADJUSTED
 GJ0207  ______________________________________________________________________
 GJ0207  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 GJ0207  DYNAMIC HEIGHT  -        462.941 (meters)     1518.83  (feet) COMP
 GJ0207  MODELED GRAVITY -    979,705.4   (mgal)                       NAVD 88
 GJ0207
 GJ0207  VERT ORDER      -  SECOND    CLASS 0
 GJ0207
 GJ0207.The horizontal coordinates were scaled from a map and have
 GJ0207.an estimated accuracy of +/- 6 seconds.
 GJ0207
 GJ0207.The orthometric height was determined by differential leveling and
 GJ0207.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0207.in June 1991.
 GJ0207
 GJ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0207.GEOID18 height accuracy estimate available here.
 GJ0207
 GJ0207.Click photographs - Photos may exist for this station.
 GJ0207
 GJ0207.The dynamic height is computed by dividing the NAVD 88
 GJ0207.geopotential number by the normal gravity value computed on the
 GJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0207.degrees latitude (g = 980.6199 gals.).
 GJ0207
 GJ0207.The modeled gravity was interpolated from observed gravity values.
 GJ0207
 GJ0207;                    North         East    Units  Estimated Accuracy
 GJ0207;SPC OK N     -   195,150.      502,450.      MT  (+/- 180 meters Scaled)
 GJ0207
 GJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF917675(NAD 83)
 GJ0207
 GJ0207                          SUPERSEDED SURVEY CONTROL
 GJ0207
 GJ0207  NGVD 29 (??/??/92)  463.136  (m)         1519.47   (f) ADJ UNCH    2 0
 GJ0207
 GJ0207.Superseded values are not recommended for survey control.
 GJ0207
 GJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0207.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0207
 GJ0207_MARKER: DB = BENCH MARK DISK
 GJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0207_STAMPING: F 109 1934
 GJ0207_MARK LOGO: CGS
 GJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0207+STABILITY: SURFACE MOTION
 GJ0207
 GJ0207  HISTORY     - Date     Condition        Report By
 GJ0207  HISTORY     - 1934     MONUMENTED       CGS
 GJ0207
 GJ0207                          STATION DESCRIPTION
 GJ0207
 GJ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0207'1.5 MI SE FROM FREEDOM.
 GJ0207'1.5 MILES SOUTHEAST OF A.T AND SF. RR. STATION AT FREEDOM 0.5
 GJ0207'MILE SOUTHEAST OF MILEPOST 19, 500 FEET EAST OF ATCHISON TOPEKA
 GJ0207'AND SANTA FE RAILROAD BRIDGE 18 A, 60 FEET SOUTH OF ROAD PARALLEL
 GJ0207'TO TRACK, 50 FEET NORTHEAST OF NEAREST RAIL OF TRACK, 30 FEET
 GJ0207'NORTHWEST OF GATE FOR ROAD CROSSING TRACK TO FARM YARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0220 ***********************************************************************
 GK0220  DESIGNATION -  F 11
 GK0220  PID         -  GK0220
 GK0220  STATE/COUNTY-  OK/BEAVER
 GK0220  COUNTRY     -  US
 GK0220  USGS QUAD   -  BRYANS CORNER (2018)
 GK0220
 GK0220                         *CURRENT SURVEY CONTROL
 GK0220  ______________________________________________________________________
 GK0220* NAD 83(1986) POSITION- 36 30 53.     (N) 100 48 37.     (W)   SCALED
 GK0220* NAVD 88 ORTHO HEIGHT -   896.273 (meters)     2940.52  (feet) ADJUSTED
 GK0220  ______________________________________________________________________
 GK0220  GEOID HEIGHT    -        -27.346 (meters)                     GEOID18
 GK0220  DYNAMIC HEIGHT  -        895.347 (meters)     2937.48  (feet) COMP
 GK0220  MODELED GRAVITY -    979,568.7   (mgal)                       NAVD 88
 GK0220
 GK0220  VERT ORDER      -  FIRST     CLASS II
 GK0220
 GK0220.The horizontal coordinates were scaled from a map and have
 GK0220.an estimated accuracy of +/- 6 seconds.
 GK0220
 GK0220.The orthometric height was determined by differential leveling and
 GK0220.adjusted by the NATIONAL GEODETIC SURVEY
 GK0220.in June 1991.
 GK0220
 GK0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0220.GEOID18 height accuracy estimate available here.
 GK0220
 GK0220.Click photographs - Photos may exist for this station.
 GK0220
 GK0220.The dynamic height is computed by dividing the NAVD 88
 GK0220.geopotential number by the normal gravity value computed on the
 GK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0220.degrees latitude (g = 980.6199 gals.).
 GK0220
 GK0220.The modeled gravity was interpolated from observed gravity values.
 GK0220
 GK0220;                    North         East    Units  Estimated Accuracy
 GK0220;SPC OK N     -   171,710.      348,320.      MT  (+/- 180 meters Scaled)
 GK0220
 GK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF379425(NAD 83)
 GK0220
 GK0220                          SUPERSEDED SURVEY CONTROL
 GK0220
 GK0220  NGVD 29 (??/??/92)  895.897  (m)         2939.29   (f) ADJ UNCH    1 2
 GK0220
 GK0220.Superseded values are not recommended for survey control.
 GK0220
 GK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0220.See file dsdata.pdf to determine how the superseded data were derived.
 GK0220
 GK0220_MARKER: DB = BENCH MARK DISK
 GK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0220_STAMPING: F 11 1934
 GK0220_MARK LOGO: CGS
 GK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0220+STABILITY: SURFACE MOTION
 GK0220
 GK0220  HISTORY     - Date     Condition        Report By
 GK0220  HISTORY     - 1934     MONUMENTED       CGS
 GK0220  HISTORY     - 1966     GOOD             USGS
 GK0220
 GK0220                          STATION DESCRIPTION
 GK0220
 GK0220'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0220'8.0 MI S FROM BRYANS.
 GK0220'BRYANS CORNER, BEAVER COUNTY, 8.0 MI. S. ALONG U. S. HWY. 83 FROM, T.
 GK0220'1 N., R. 21 E., NEAR CORNER SECS. 28, 29, 32 AND 33, 30 FT. S. AND 50
 GK0220'FT. W. OF CROSSROADS, IN CONC. POST PROJECTING 14 INCHES ABOVE GROUND.
 GK0220'A USC AND GS DISK STAMPED F-11 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0028 ***********************************************************************
 GJ0028  DESIGNATION -  F 110
 GJ0028  PID         -  GJ0028
 GJ0028  STATE/COUNTY-  OK/ALFALFA
 GJ0028  COUNTRY     -  US
 GJ0028  USGS QUAD   -  BURLINGTON (2018)
 GJ0028
 GJ0028                         *CURRENT SURVEY CONTROL
 GJ0028  ______________________________________________________________________
 GJ0028* NAD 83(1986) POSITION- 36 55 40.     (N) 098 26 26.     (W)   SCALED
 GJ0028* NAVD 88 ORTHO HEIGHT -   373.594 (meters)     1225.70  (feet) ADJUSTED
 GJ0028  ______________________________________________________________________
 GJ0028  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GJ0028  DYNAMIC HEIGHT  -        373.271 (meters)     1224.64  (feet) COMP
 GJ0028  MODELED GRAVITY -    979,756.1   (mgal)                       NAVD 88
 GJ0028
 GJ0028  VERT ORDER      -  SECOND    CLASS 0
 GJ0028
 GJ0028.The horizontal coordinates were scaled from a map and have
 GJ0028.an estimated accuracy of +/- 6 seconds.
 GJ0028
 GJ0028.The orthometric height was determined by differential leveling and
 GJ0028.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0028.in June 1991.
 GJ0028
 GJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0028.GEOID18 height accuracy estimate available here.
 GJ0028
 GJ0028.Click photographs - Photos may exist for this station.
 GJ0028
 GJ0028.The dynamic height is computed by dividing the NAVD 88
 GJ0028.geopotential number by the normal gravity value computed on the
 GJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0028.degrees latitude (g = 980.6199 gals.).
 GJ0028
 GJ0028.The modeled gravity was interpolated from observed gravity values.
 GJ0028
 GJ0028;                    North         East    Units  Estimated Accuracy
 GJ0028;SPC OK N     -   213,990.      560,750.      MT  (+/- 180 meters Scaled)
 GJ0028
 GJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF498870(NAD 83)
 GJ0028
 GJ0028                          SUPERSEDED SURVEY CONTROL
 GJ0028
 GJ0028  NGVD 29 (??/??/92)  373.425  (m)         1225.15   (f) ADJ UNCH    2 0
 GJ0028
 GJ0028.Superseded values are not recommended for survey control.
 GJ0028
 GJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0028.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0028
 GJ0028_MARKER: DB = BENCH MARK DISK
 GJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0028_STAMPING: F 110 1934
 GJ0028_MARK LOGO: CGS
 GJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0028+STABILITY: SURFACE MOTION
 GJ0028
 GJ0028  HISTORY     - Date     Condition        Report By
 GJ0028  HISTORY     - 1934     MONUMENTED       CGS
 GJ0028  HISTORY     - 1967     GOOD             USGS
 GJ0028
 GJ0028                          STATION DESCRIPTION
 GJ0028
 GJ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0028'2.1 MI NW FROM BURLINGTON.
 GJ0028'2.1 MILES NORTHWEST OF A.T. AND SF. RR. STATION AT BURLINGTON, 0.3
 GJ0028'MILE NORTHWEST OF MILEPOST 7, 42 FEET SOUTHEAST OF NEAREST RAIL
 GJ0028'OF ATCHISON TOPEKA AND SANTA FE TRACK, 30 FEET NORTH OF CENTER
 GJ0028'LINE OF SECTION LINE ROAD.
 GJ0028
 GJ0028                          STATION RECOVERY (1967)
 GJ0028
 GJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0018 ***********************************************************************
 GJ0018  DESIGNATION -  F 111
 GJ0018  PID         -  GJ0018
 GJ0018  STATE/COUNTY-  OK/ALFALFA
 GJ0018  COUNTRY     -  US
 GJ0018  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0018
 GJ0018                         *CURRENT SURVEY CONTROL
 GJ0018  ______________________________________________________________________
 GJ0018* NAD 83(1986) POSITION- 36 50 25.     (N) 098 19 10.     (W)   SCALED
 GJ0018* NAVD 88 ORTHO HEIGHT -   356.958 (meters)     1171.12  (feet) ADJUSTED
 GJ0018  ______________________________________________________________________
 GJ0018  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 GJ0018  DYNAMIC HEIGHT  -        356.653 (meters)     1170.12  (feet) COMP
 GJ0018  MODELED GRAVITY -    979,764.8   (mgal)                       NAVD 88
 GJ0018
 GJ0018  VERT ORDER      -  SECOND    CLASS 0
 GJ0018
 GJ0018.The horizontal coordinates were scaled from a map and have
 GJ0018.an estimated accuracy of +/- 6 seconds.
 GJ0018
 GJ0018.The orthometric height was determined by differential leveling and
 GJ0018.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0018.in June 1991.
 GJ0018
 GJ0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0018.GEOID18 height accuracy estimate available here.
 GJ0018
 GJ0018.Click photographs - Photos may exist for this station.
 GJ0018
 GJ0018.The dynamic height is computed by dividing the NAVD 88
 GJ0018.geopotential number by the normal gravity value computed on the
 GJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0018.degrees latitude (g = 980.6199 gals.).
 GJ0018
 GJ0018.The modeled gravity was interpolated from observed gravity values.
 GJ0018
 GJ0018;                    North         East    Units  Estimated Accuracy
 GJ0018;SPC OK N     -   204,240.      571,510.      MT  (+/- 180 meters Scaled)
 GJ0018
 GJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF606773(NAD 83)
 GJ0018
 GJ0018                          SUPERSEDED SURVEY CONTROL
 GJ0018
 GJ0018  NGVD 29 (??/??/92)  356.812  (m)         1170.64   (f) ADJ UNCH    2 0
 GJ0018
 GJ0018.Superseded values are not recommended for survey control.
 GJ0018
 GJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0018.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0018
 GJ0018_MARKER: DB = BENCH MARK DISK
 GJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0018_STAMPING: F 111 1934
 GJ0018_MARK LOGO: CGS
 GJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0018+STABILITY: SURFACE MOTION
 GJ0018
 GJ0018  HISTORY     - Date     Condition        Report By
 GJ0018  HISTORY     - 1934     MONUMENTED       CGS
 GJ0018  HISTORY     - 1967     GOOD             USGS
 GJ0018
 GJ0018                          STATION DESCRIPTION
 GJ0018
 GJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0018'4.5 MI SW FROM BYRON.
 GJ0018'4.5 MILES SOUTHWEST OF A.T. AND SF. RR. STATION AT BYRON, 125 FEET
 GJ0018'SOUTHEAST OF 2ND. POLE SOUTH OF MILEPOST 294, 50 FEET EAST OF
 GJ0018'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 45 FEET SOUTH
 GJ0018'OF CENTER LINE OF SECTION LINE ROAD.
 GJ0018
 GJ0018                          STATION RECOVERY (1967)
 GJ0018
 GJ0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0069 ***********************************************************************
 GJ0069  DESIGNATION -  F 112
 GJ0069  PID         -  GJ0069
 GJ0069  STATE/COUNTY-  OK/MAJOR
 GJ0069  COUNTRY     -  US
 GJ0069  USGS QUAD   -  HOMESTEAD (2018)
 GJ0069
 GJ0069                         *CURRENT SURVEY CONTROL
 GJ0069  ______________________________________________________________________
 GJ0069* NAD 83(1986) POSITION- 36 12 08.     (N) 098 28 37.     (W)   SCALED
 GJ0069* NAVD 88 ORTHO HEIGHT -   415.230 (meters)     1362.30  (feet) ADJUSTED
 GJ0069  ______________________________________________________________________
 GJ0069  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 GJ0069  DYNAMIC HEIGHT  -        414.852 (meters)     1361.06  (feet) COMP
 GJ0069  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 GJ0069
 GJ0069  VERT ORDER      -  SECOND    CLASS 0
 GJ0069
 GJ0069.The horizontal coordinates were scaled from a map and have
 GJ0069.an estimated accuracy of +/- 6 seconds.
 GJ0069
 GJ0069.The orthometric height was determined by differential leveling and
 GJ0069.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0069.in June 1991.
 GJ0069
 GJ0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0069.GEOID18 height accuracy estimate available here.
 GJ0069
 GJ0069.Click photographs - Photos may exist for this station.
 GJ0069
 GJ0069.The dynamic height is computed by dividing the NAVD 88
 GJ0069.geopotential number by the normal gravity value computed on the
 GJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0069.degrees latitude (g = 980.6199 gals.).
 GJ0069
 GJ0069.The modeled gravity was interpolated from observed gravity values.
 GJ0069
 GJ0069;                    North         East    Units  Estimated Accuracy
 GJ0069;SPC OK N     -   133,500.      557,110.      MT  (+/- 180 meters Scaled)
 GJ0069
 GJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF470065(NAD 83)
 GJ0069
 GJ0069                          SUPERSEDED SURVEY CONTROL
 GJ0069
 GJ0069  NGVD 29 (??/??/92)  415.059  (m)         1361.74   (f) ADJ UNCH    2 0
 GJ0069
 GJ0069.Superseded values are not recommended for survey control.
 GJ0069
 GJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0069.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0069
 GJ0069_MARKER: DB = BENCH MARK DISK
 GJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0069_STAMPING: F 112 1935
 GJ0069_MARK LOGO: CGS
 GJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0069+STABILITY: SURFACE MOTION
 GJ0069
 GJ0069  HISTORY     - Date     Condition        Report By
 GJ0069  HISTORY     - 1935     MONUMENTED       CGS
 GJ0069  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0069
 GJ0069                          STATION DESCRIPTION
 GJ0069
 GJ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0069'4.4 MI S FROM FAIRVIEW.
 GJ0069'4.4 MILES SOUTH OF CITY WATER TANK AT FAIRVIEW 100 FEET NORTH
 GJ0069'OF GRAIN ELEVATOR, 60 FEET WEST OF NEAREST RAIL OF ATCHISON
 GJ0069'TOPEKA AND SANTA FE TRACK, IN NORTHWEST CORNER SECTION, 25 FEET
 GJ0069'NORTH OF SECTION LINE ROAD.
 GJ0069
 GJ0069                          STATION RECOVERY (1972)
 GJ0069
 GJ0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0233 ***********************************************************************
 GK0233  DESIGNATION -  F 118
 GK0233  PID         -  GK0233
 GK0233  STATE/COUNTY-  OK/TEXAS
 GK0233  COUNTRY     -  US
 GK0233  USGS QUAD   -  GOODWELL NE (2018)
 GK0233
 GK0233                         *CURRENT SURVEY CONTROL
 GK0233  ______________________________________________________________________
 GK0233* NAD 83(1986) POSITION- 36 40 35.     (N) 101 30 30.     (W)   SCALED
 GK0233* NAVD 88 ORTHO HEIGHT -   944.462 (meters)     3098.62  (feet) ADJUSTED
 GK0233  ______________________________________________________________________
 GK0233  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 GK0233  DYNAMIC HEIGHT  -        943.482 (meters)     3095.41  (feet) COMP
 GK0233  MODELED GRAVITY -    979,561.7   (mgal)                       NAVD 88
 GK0233
 GK0233  VERT ORDER      -  SECOND    CLASS 0
 GK0233
 GK0233.This mark is at Guymon Airport (GUY)
 GK0233
 GK0233.The horizontal coordinates were scaled from a map and have
 GK0233.an estimated accuracy of +/- 6 seconds.
 GK0233
 GK0233.The orthometric height was determined by differential leveling and
 GK0233.adjusted by the NATIONAL GEODETIC SURVEY
 GK0233.in June 1991.
 GK0233
 GK0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0233.GEOID18 height accuracy estimate available here.
 GK0233
 GK0233.Click photographs - Photos may exist for this station.
 GK0233
 GK0233.The dynamic height is computed by dividing the NAVD 88
 GK0233.geopotential number by the normal gravity value computed on the
 GK0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0233.degrees latitude (g = 980.6199 gals.).
 GK0233
 GK0233.The modeled gravity was interpolated from observed gravity values.
 GK0233
 GK0233;                    North         East    Units  Estimated Accuracy
 GK0233;SPC OK N     -   191,670.      286,470.      MT  (+/- 180 meters Scaled)
 GK0233
 GK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF758619(NAD 83)
 GK0233
 GK0233                          SUPERSEDED SURVEY CONTROL
 GK0233
 GK0233  NGVD 29 (??/??/92)  944.016  (m)         3097.16   (f) ADJ UNCH    2 0
 GK0233
 GK0233.Superseded values are not recommended for survey control.
 GK0233
 GK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0233.See file dsdata.pdf to determine how the superseded data were derived.
 GK0233
 GK0233_MARKER: DB = BENCH MARK DISK
 GK0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0233_SP_SET: CULVERT HEADWALL
 GK0233_STAMPING: F 118 1963
 GK0233_MARK LOGO: CGS
 GK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0233+STABILITY: SURFACE MOTION
 GK0233
 GK0233  HISTORY     - Date     Condition        Report By
 GK0233  HISTORY     - 1963     MONUMENTED       CGS
 GK0233  HISTORY     - 1971     GOOD             NGS
 GK0233
 GK0233                          STATION DESCRIPTION
 GK0233
 GK0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GK0233'1.0 MI W FROM GUYMON.
 GK0233'THIS MARK IS LOCATED ON THE PROPERTY OF THE GUYMON MUNICIPAL AIRPORT
 GK0233'1.0 MILES WEST OF GUYMON, OKALAHOMA.  TO REACH THE BENCH MARK, DRIVE
 GK0233'WEST ON FIFTH STREET 1.0 MILES TO THE AIRPORT, CONTINUE ON PAST THE
 GK0233'TERMINAL BUILDING AND ONTO THE AIRFIELD PROPER, AND THEN GO THE THE
 GK0233'SOUTH END OF THE NORTH-SOUTH RUNWAY WHICH IS ON THE WEST SIDE OF THE
 GK0233'AIRPOST.  THE MARD IS 150 FEET EAST AND 50 FEET SOUTH OF THE EXTREME
 GK0233'SOUTHEAST CORNER OF THE RUNWAY AND IS SET IN THE TOP OF THE CENTER OF
 GK0233'A CULVERT HEADWALL. THE CULVERT IS LOCATED AT THE EDGE OF A STEEP BANK
 GK0233'SLOPING UP TO THE LEVEL OF THE RUNWAY.  THE BENCH MARK IS SET IN THE
 GK0233'EASTERN AND LOWER OF THE TWO HEADWALLS ON THE CULVERT.
 GK0233
 GK0233                          STATION RECOVERY (1971)
 GK0233
 GK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0585 ***********************************************************************
 EK0585  DESIGNATION -  F 12
 EK0585  PID         -  EK0585
 EK0585  STATE/COUNTY-  OK/CHOCTAW
 EK0585  COUNTRY     -  US
 EK0585  USGS QUAD   -  HUGO (2019)
 EK0585
 EK0585                         *CURRENT SURVEY CONTROL
 EK0585  ______________________________________________________________________
 EK0585* NAD 83(1986) POSITION- 34 00 01.     (N) 095 30 52.     (W)   SCALED
 EK0585* NAVD 88 ORTHO HEIGHT -   163.954 (meters)      537.91  (feet) ADJUSTED
 EK0585  ______________________________________________________________________
 EK0585  GEOID HEIGHT    -        -28.973 (meters)                     GEOID18
 EK0585  DYNAMIC HEIGHT  -        163.779 (meters)      537.33  (feet) COMP
 EK0585  MODELED GRAVITY -    979,565.4   (mgal)                       NAVD 88
 EK0585
 EK0585  VERT ORDER      -  SECOND    CLASS 0
 EK0585
 EK0585.The horizontal coordinates were scaled from a map and have
 EK0585.an estimated accuracy of +/- 6 seconds.
 EK0585
 EK0585.The orthometric height was determined by differential leveling and
 EK0585.adjusted by the NATIONAL GEODETIC SURVEY
 EK0585.in June 1991.
 EK0585
 EK0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0585.GEOID18 height accuracy estimate available here.
 EK0585
 EK0585.Click photographs - Photos may exist for this station.
 EK0585
 EK0585.The dynamic height is computed by dividing the NAVD 88
 EK0585.geopotential number by the normal gravity value computed on the
 EK0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0585.degrees latitude (g = 980.6199 gals.).
 EK0585
 EK0585.The modeled gravity was interpolated from observed gravity values.
 EK0585
 EK0585;                    North         East    Units  Estimated Accuracy
 EK0585;SPC OK S     -    76,810.      829,600.      MT  (+/- 180 meters Scaled)
 EK0585
 EK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT677650(NAD 83)
 EK0585
 EK0585                          SUPERSEDED SURVEY CONTROL
 EK0585
 EK0585  NGVD 29 (??/??/92)  163.888  (m)          537.69   (f) ADJ UNCH    2 0
 EK0585
 EK0585.Superseded values are not recommended for survey control.
 EK0585
 EK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0585.See file dsdata.pdf to determine how the superseded data were derived.
 EK0585
 EK0585_MARKER: DB = BENCH MARK DISK
 EK0585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0585_SP_SET: BOX CULVERT
 EK0585_STAMPING: F 12 1933
 EK0585_MARK LOGO: CGS
 EK0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0585+STABILITY: SURFACE MOTION
 EK0585
 EK0585  HISTORY     - Date     Condition        Report By
 EK0585  HISTORY     - 1933     MONUMENTED       CGS
 EK0585
 EK0585                          STATION DESCRIPTION
 EK0585
 EK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0585'0.9 MI S FROM HUGO.
 EK0585'0.9 MILE SOUTH OF, ALONG ST. LSFRY.  0.5 MILE SOUTH OF CITY
 EK0585'HALL, AT SOUTH END OF RAILROAD YARD, MILEPOST 559 PLUS 28 POLE
 EK0585'INTERVALS, 350 FEET NORTH OF SOUTHERLY SWITCH, TABLET CEMENTED
 EK0585'ON TOP CENTER OF WEST HEADWALL OF CONCRETE RAILROAD CULVERT
 EK0585'(LARGE BOX TYPE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0368 ***********************************************************************
 FK0368  DESIGNATION -  F 123
 FK0368  PID         -  FK0368
 FK0368  STATE/COUNTY-  OK/KIOWA
 FK0368  COUNTRY     -  US
 FK0368  USGS QUAD   -  CAMBRIDGE (2018)
 FK0368
 FK0368                         *CURRENT SURVEY CONTROL
 FK0368  ______________________________________________________________________
 FK0368* NAD 83(1986) POSITION- 35 00 15.29   (N) 099 11 04.02   (W)   HD_HELD1
 FK0368* NAVD 88 ORTHO HEIGHT -   482.077 (meters)     1581.61  (feet) ADJUSTED
 FK0368  ______________________________________________________________________
 FK0368  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 FK0368  DYNAMIC HEIGHT  -        481.603 (meters)     1580.06  (feet) COMP
 FK0368  MODELED GRAVITY -    979,634.8   (mgal)                       NAVD 88
 FK0368
 FK0368  VERT ORDER      -  SECOND    CLASS 0
 FK0368
 FK0368.The horizontal coordinates were determined by differentially corrected
 FK0368.hand held GPS observations or other comparable positioning techniques
 FK0368.and have an estimated accuracy of +/- 3 meters.
 FK0368
 FK0368.The orthometric height was determined by differential leveling and
 FK0368.adjusted by the NATIONAL GEODETIC SURVEY
 FK0368.in June 1991.
 FK0368
 FK0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0368.GEOID18 height accuracy estimate available here.
 FK0368
 FK0368.Click photographs - Photos may exist for this station.
 FK0368
 FK0368.The dynamic height is computed by dividing the NAVD 88
 FK0368.geopotential number by the normal gravity value computed on the
 FK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0368.degrees latitude (g = 980.6199 gals.).
 FK0368
 FK0368.The modeled gravity was interpolated from observed gravity values.
 FK0368
 FK0368;                    North         East    Units  Estimated Accuracy
 FK0368;SPC OK S     -   185,980.7     491,885.8     MT  (+/- 3 meters HH1 GPS) 
 FK0368
 FK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8316973529(NAD 83)
 FK0368
 FK0368                          SUPERSEDED SURVEY CONTROL
 FK0368
 FK0368  NGVD 29 (??/??/92)  481.904  (m)         1581.05   (f) ADJ UNCH    2 0
 FK0368
 FK0368.Superseded values are not recommended for survey control.
 FK0368
 FK0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0368.See file dsdata.pdf to determine how the superseded data were derived.
 FK0368
 FK0368_MARKER: DB = BENCH MARK DISK
 FK0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0368_SP_SET: CULVERT HEADWALL
 FK0368_STAMPING: F 123 1961
 FK0368_MARK LOGO: CGS
 FK0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0368+STABILITY: SURFACE MOTION
 FK0368
 FK0368  HISTORY     - Date     Condition        Report By
 FK0368  HISTORY     - 1961     MONUMENTED       CGS
 FK0368
 FK0368                          STATION DESCRIPTION
 FK0368
 FK0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0368'3.7 MI NE FROM LONE WOLF.
 FK0368'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE
 FK0368'IN LONE WOLF, 41 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 FK0368'32 FEET WEST OF THE CENTER OF STATE HIGHWAY 44, CEMENTED IN A
 FK0368'DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT, 0.5 MILE
 FK0368'NORTH OF THE SOUTH END, ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0532 ***********************************************************************
 GH0532  DESIGNATION -  F 13
 GH0532  PID         -  GH0532
 GH0532  STATE/COUNTY-  OK/GRANT
 GH0532  COUNTRY     -  US
 GH0532  USGS QUAD   -  RENFROW (2018)
 GH0532
 GH0532                         *CURRENT SURVEY CONTROL
 GH0532  ______________________________________________________________________
 GH0532* NAD 83(1986) POSITION- 36 55 21.     (N) 097 39 16.     (W)   SCALED
 GH0532* NAVD 88 ORTHO HEIGHT -   368.304 (meters)     1208.34  (feet) ADJUSTED
 GH0532  ______________________________________________________________________
 GH0532  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 GH0532  DYNAMIC HEIGHT  -        367.998 (meters)     1207.34  (feet) COMP
 GH0532  MODELED GRAVITY -    979,789.4   (mgal)                       NAVD 88
 GH0532
 GH0532  VERT ORDER      -  FIRST     CLASS II
 GH0532
 GH0532.The horizontal coordinates were scaled from a map and have
 GH0532.an estimated accuracy of +/- 6 seconds.
 GH0532
 GH0532.The orthometric height was determined by differential leveling and
 GH0532.adjusted by the NATIONAL GEODETIC SURVEY
 GH0532.in June 1991.
 GH0532
 GH0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0532.GEOID18 height accuracy estimate available here.
 GH0532
 GH0532.Click photographs - Photos may exist for this station.
 GH0532
 GH0532.The dynamic height is computed by dividing the NAVD 88
 GH0532.geopotential number by the normal gravity value computed on the
 GH0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0532.degrees latitude (g = 980.6199 gals.).
 GH0532
 GH0532.The modeled gravity was interpolated from observed gravity values.
 GH0532
 GH0532;                    North         East    Units  Estimated Accuracy
 GH0532;SPC OK N     -   213,370.      630,790.      MT  (+/- 180 meters Scaled)
 GH0532
 GH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF198871(NAD 83)
 GH0532
 GH0532                          SUPERSEDED SURVEY CONTROL
 GH0532
 GH0532  NGVD 29 (??/??/92)  368.197  (m)         1207.99   (f) ADJ UNCH    1 2
 GH0532
 GH0532.Superseded values are not recommended for survey control.
 GH0532
 GH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0532.See file dsdata.pdf to determine how the superseded data were derived.
 GH0532
 GH0532_MARKER: DB = BENCH MARK DISK
 GH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0532_STAMPING: F 13 1933
 GH0532_MARK LOGO: CGS
 GH0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0532+STABILITY: SURFACE MOTION
 GH0532
 GH0532  HISTORY     - Date     Condition        Report By
 GH0532  HISTORY     - 1933     MONUMENTED       CGS
 GH0532
 GH0532                          STATION DESCRIPTION
 GH0532
 GH0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0532'AT RENFROW, GRANT COUNTY, ABOUT 200 YARDS SOUTH OF THE CHICAGO,
 GH0532'ROCK ISLAND AND PACIFIC RAILROAD STATION, 2 YARDS EAST OF POLE
 GH0532'302+29, AT THE SOUTH SWITCH OF A GRAIN ELEVATOR SIDING, AND 18 YARDS
 GH0532'WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GH0532'F 13 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0284 ***********************************************************************
 GH0284  DESIGNATION -  F 130
 GH0284  PID         -  GH0284
 GH0284  STATE/COUNTY-  OK/KAY
 GH0284  COUNTRY     -  US
 GH0284  USGS QUAD   -  KILDARE (2018)
 GH0284
 GH0284                         *CURRENT SURVEY CONTROL
 GH0284  ______________________________________________________________________
 GH0284* NAD 83(1986) POSITION- 36 46 11.23   (N) 097 04 00.55   (W)   HD_HELD1
 GH0284* NAVD 88 ORTHO HEIGHT -   328.880 (meters)     1079.00  (feet) ADJUSTED
 GH0284  ______________________________________________________________________
 GH0284  GEOID HEIGHT    -        -28.930 (meters)                     GEOID18
 GH0284  DYNAMIC HEIGHT  -        328.598 (meters)     1078.08  (feet) COMP
 GH0284  MODELED GRAVITY -    979,765.4   (mgal)                       NAVD 88
 GH0284
 GH0284  VERT ORDER      -  SECOND    CLASS 0
 GH0284
 GH0284.The horizontal coordinates were determined by differentially corrected
 GH0284.hand held GPS observations or other comparable positioning techniques
 GH0284.and have an estimated accuracy of +/- 3 meters.
 GH0284
 GH0284.The orthometric height was determined by differential leveling and
 GH0284.adjusted by the NATIONAL GEODETIC SURVEY
 GH0284.in June 1991.
 GH0284
 GH0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0284.GEOID18 height accuracy estimate available here.
 GH0284
 GH0284.Click photographs - Photos may exist for this station.
 GH0284
 GH0284.The dynamic height is computed by dividing the NAVD 88
 GH0284.geopotential number by the normal gravity value computed on the
 GH0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0284.degrees latitude (g = 980.6199 gals.).
 GH0284
 GH0284.The modeled gravity was interpolated from observed gravity values.
 GH0284
 GH0284;                    North         East    Units  Estimated Accuracy
 GH0284;SPC OK N     -   196,769.8     683,312.5     MT  (+/- 3 meters HH1 GPS) 
 GH0284
 GH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7253371077(NAD 83)
 GH0284
 GH0284                          SUPERSEDED SURVEY CONTROL
 GH0284
 GH0284  NGVD 29 (??/??/92)  328.748  (m)         1078.57   (f) ADJ UNCH    2 0
 GH0284
 GH0284.Superseded values are not recommended for survey control.
 GH0284
 GH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0284.See file dsdata.pdf to determine how the superseded data were derived.
 GH0284
 GH0284_MARKER: DB = BENCH MARK DISK
 GH0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0284_SP_SET: BRIDGE
 GH0284_STAMPING: F 130 1934
 GH0284_MARK LOGO: CGS
 GH0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0284+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2017
 GH0284
 GH0284  HISTORY     - Date     Condition        Report By
 GH0284  HISTORY     - 1934     MONUMENTED       CGS
 GH0284  HISTORY     - 1980     GOOD             NGS
 GH0284  HISTORY     - 20170407 GOOD             INDIV
 GH0284
 GH0284                          STATION DESCRIPTION
 GH0284
 GH0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0284'3 MI S FROM KILDARE.
 GH0284'ABOUT 3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0284'RAILWAY FROM THE STATION AT KILDARE, KAY COUNTY, ABOUT 200 FEET
 GH0284'SOUTH OF MILEPOST 284, ABOUT 70 FEET SOUTH OF THE CENTER OF
 GH0284'CULVERT 284 A, AT A BRIDGE OVER A HIGHWAY, IN THE TOP OF THE SOUTH
 GH0284'CONCRETE RETAINING WALL, AND 8.6 FEET WEST OF THE CENTER LINE OF
 GH0284'THE TRACK.  A STANDARD DISK, STAMPED F 130 1934.
 GH0284
 GH0284                          STATION RECOVERY (1980)
 GH0284
 GH0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GH0284'RECOVERED IN GOOD CONDITION.
 GH0284
 GH0284                          STATION RECOVERY (2017)
 GH0284
 GH0284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RDB)
 GH0284'FOUND AS DESCRIBED ON SOUTH ABUTMENT OF OLD HWY 11 NOW FLOODED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0222 ***********************************************************************
 GH0222  DESIGNATION -  F 131
 GH0222  PID         -  GH0222
 GH0222  STATE/COUNTY-  OK/GRANT
 GH0222  COUNTRY     -  US
 GH0222  USGS QUAD   -  NARDIN (2018)
 GH0222
 GH0222                         *CURRENT SURVEY CONTROL
 GH0222  ______________________________________________________________________
 GH0222* NAD 83(1986) POSITION- 36 48 12.     (N) 097 29 53.     (W)   SCALED
 GH0222* NAVD 88 ORTHO HEIGHT -   318.247 (meters)     1044.12  (feet) ADJUSTED
 GH0222  ______________________________________________________________________
 GH0222  GEOID HEIGHT    -        -28.421 (meters)                     GEOID18
 GH0222  DYNAMIC HEIGHT  -        317.978 (meters)     1043.23  (feet) COMP
 GH0222  MODELED GRAVITY -    979,777.9   (mgal)                       NAVD 88
 GH0222
 GH0222  VERT ORDER      -  SECOND    CLASS 0
 GH0222
 GH0222.The horizontal coordinates were scaled from a map and have
 GH0222.an estimated accuracy of +/- 6 seconds.
 GH0222
 GH0222.The orthometric height was determined by differential leveling and
 GH0222.adjusted by the NATIONAL GEODETIC SURVEY
 GH0222.in June 1991.
 GH0222
 GH0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0222.GEOID18 height accuracy estimate available here.
 GH0222
 GH0222.Click photographs - Photos may exist for this station.
 GH0222
 GH0222.The dynamic height is computed by dividing the NAVD 88
 GH0222.geopotential number by the normal gravity value computed on the
 GH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0222.degrees latitude (g = 980.6199 gals.).
 GH0222
 GH0222.The modeled gravity was interpolated from observed gravity values.
 GH0222
 GH0222;                    North         East    Units  Estimated Accuracy
 GH0222;SPC OK N     -   200,210.      644,790.      MT  (+/- 180 meters Scaled)
 GH0222
 GH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF339741(NAD 83)
 GH0222
 GH0222                          SUPERSEDED SURVEY CONTROL
 GH0222
 GH0222  NGVD 29 (??/??/92)  318.151  (m)         1043.80   (f) ADJ UNCH    2 0
 GH0222
 GH0222.Superseded values are not recommended for survey control.
 GH0222
 GH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0222.See file dsdata.pdf to determine how the superseded data were derived.
 GH0222
 GH0222_MARKER: DB = BENCH MARK DISK
 GH0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0222_STAMPING: F 131 1934
 GH0222_MARK LOGO: CGS
 GH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0222+STABILITY: SURFACE MOTION
 GH0222
 GH0222  HISTORY     - Date     Condition        Report By
 GH0222  HISTORY     - 1934     MONUMENTED       CGS
 GH0222  HISTORY     - 1968     MARK NOT FOUND   USGS
 GH0222
 GH0222                          STATION DESCRIPTION
 GH0222
 GH0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0222'1 MI E FROM DEER CREEK.
 GH0222'ABOUT 1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0222'RAILWAY FROM THE STATION AT DEER CREEK, GRANT COUNTY, ABOUT 0.4
 GH0222'MILE EAST OF MILEPOST 115, ABOUT 255 FEET EAST OF THE EAST
 GH0222'END OF WOODEN TRESTLE 115 C, AT A DIRT-ROAD CROSSING, ABOUT
 GH0222'100 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF
 GH0222'THE CENTER LINE OF THE TRACK, AND 3.9 FEET NORTH OF A POLE.
 GH0222'A STANDARD DISK, STAMPED F 131 1934 AND SET IN THE TOP OF A
 GH0222'CONCRETE POST.
 GH0222
 GH0222                          STATION RECOVERY (1968)
 GH0222
 GH0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0202 ***********************************************************************
 GH0202  DESIGNATION -  F 132
 GH0202  PID         -  GH0202
 GH0202  STATE/COUNTY-  OK/OSAGE
 GH0202  COUNTRY     -  US
 GH0202  USGS QUAD   -  GRAINOLA (2018)
 GH0202
 GH0202                         *CURRENT SURVEY CONTROL
 GH0202  ______________________________________________________________________
 GH0202* NAD 83(1986) POSITION- 36 58 37.     (N) 096 41 54.     (W)   SCALED
 GH0202* NAVD 88 ORTHO HEIGHT -   344.448 (meters)     1130.08  (feet) ADJUSTED
 GH0202  ______________________________________________________________________
 GH0202  GEOID HEIGHT    -        -29.140 (meters)                     GEOID18
 GH0202  DYNAMIC HEIGHT  -        344.158 (meters)     1129.13  (feet) COMP
 GH0202  MODELED GRAVITY -    979,779.2   (mgal)                       NAVD 88
 GH0202
 GH0202  VERT ORDER      -  SECOND    CLASS 0
 GH0202
 GH0202.The horizontal coordinates were scaled from a map and have
 GH0202.an estimated accuracy of +/- 6 seconds.
 GH0202
 GH0202.The orthometric height was determined by differential leveling and
 GH0202.adjusted by the NATIONAL GEODETIC SURVEY
 GH0202.in June 1991.
 GH0202
 GH0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0202.GEOID18 height accuracy estimate available here.
 GH0202
 GH0202.Click photographs - Photos may exist for this station.
 GH0202
 GH0202.The dynamic height is computed by dividing the NAVD 88
 GH0202.geopotential number by the normal gravity value computed on the
 GH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0202.degrees latitude (g = 980.6199 gals.).
 GH0202
 GH0202.The modeled gravity was interpolated from observed gravity values.
 GH0202
 GH0202;                    North         East    Units  Estimated Accuracy
 GH0202;SPC OK N     -   220,140.      715,900.      MT  (+/- 180 meters Scaled)
 GH0202
 GH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF048947(NAD 83)
 GH0202
 GH0202                          SUPERSEDED SURVEY CONTROL
 GH0202
 GH0202  NGVD 29 (??/??/92)  344.318  (m)         1129.65   (f) ADJ UNCH    2 0
 GH0202
 GH0202.Superseded values are not recommended for survey control.
 GH0202
 GH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0202.See file dsdata.pdf to determine how the superseded data were derived.
 GH0202
 GH0202_MARKER: DB = BENCH MARK DISK
 GH0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0202_SP_SET: BRIDGE PIER
 GH0202_STAMPING: F 132 1934
 GH0202_MARK LOGO: CGS
 GH0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0202
 GH0202  HISTORY     - Date     Condition        Report By
 GH0202  HISTORY     - 1934     MONUMENTED       CGS
 GH0202
 GH0202                          STATION DESCRIPTION
 GH0202
 GH0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0202'5.1 MI NW FROM GRAINOLA.
 GH0202'5.1 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0202'THE STATION AT GRAINOLA, OSAGE COUNTY, 0.3 MILE NORTH OF MILEPOST
 GH0202'237, AT STEEL BRIDGE NO. 2373, IN THE TOP OF THE SOUTH CONCRETE
 GH0202'PIER, AND 10.5 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 GH0202'STANDARD DISK, STAMPED F 132 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0017 ***********************************************************************
 GH0017  DESIGNATION -  F 133
 GH0017  PID         -  GH0017
 GH0017  STATE/COUNTY-  OK/OSAGE
 GH0017  COUNTRY     -  US
 GH0017  USGS QUAD   -  NELAGONEY (2018)
 GH0017
 GH0017                         *CURRENT SURVEY CONTROL
 GH0017  ______________________________________________________________________
 GH0017* NAD 83(1986) POSITION- 36 37 50.     (N) 096 14 50.     (W)   SCALED
 GH0017* NAVD 88 ORTHO HEIGHT -   234.460 (meters)      769.22  (feet) ADJUSTED
 GH0017  ______________________________________________________________________
 GH0017  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 GH0017  DYNAMIC HEIGHT  -        234.269 (meters)      768.60  (feet) COMP
 GH0017  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 GH0017
 GH0017  VERT ORDER      -  SECOND    CLASS 0
 GH0017
 GH0017.The horizontal coordinates were scaled from a map and have
 GH0017.an estimated accuracy of +/- 6 seconds.
 GH0017
 GH0017.The orthometric height was determined by differential leveling and
 GH0017.adjusted by the NATIONAL GEODETIC SURVEY
 GH0017.in June 1991.
 GH0017
 GH0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0017.GEOID18 height accuracy estimate available here.
 GH0017
 GH0017.Click photographs - Photos may exist for this station.
 GH0017
 GH0017.The dynamic height is computed by dividing the NAVD 88
 GH0017.geopotential number by the normal gravity value computed on the
 GH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0017.degrees latitude (g = 980.6199 gals.).
 GH0017
 GH0017.The modeled gravity was interpolated from observed gravity values.
 GH0017
 GH0017;                    North         East    Units  Estimated Accuracy
 GH0017;SPC OK N     -   182,330.      756,760.      MT  (+/- 180 meters Scaled)
 GH0017
 GH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF461574(NAD 83)
 GH0017
 GH0017                          SUPERSEDED SURVEY CONTROL
 GH0017
 GH0017  NGVD 29 (??/??/92)  234.350  (m)          768.86   (f) ADJ UNCH    2 0
 GH0017
 GH0017.Superseded values are not recommended for survey control.
 GH0017
 GH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0017.See file dsdata.pdf to determine how the superseded data were derived.
 GH0017
 GH0017_MARKER: DB = BENCH MARK DISK
 GH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0017_STAMPING: F 133 1934
 GH0017_MARK LOGO: CGS
 GH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0017+STABILITY: SURFACE MOTION
 GH0017
 GH0017  HISTORY     - Date     Condition        Report By
 GH0017  HISTORY     - 1934     MONUMENTED       CGS
 GH0017  HISTORY     - 1941     GOOD
 GH0017
 GH0017                          STATION DESCRIPTION
 GH0017
 GH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0017'IN NELAGONY.
 GH0017'AT NELAGONY, OSAGE COUNTY, ON THE MIDLAND VALLEY RAILROAD, 77
 GH0017'FEET NORTH OF THE NORTHWEST CORNER OF THE STATION, 57 FEET
 GH0017'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE MISSOURI-KANSAS-TEXAS
 GH0017'RAILROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE MIDLAND
 GH0017'VALLEY RAILROAD TRACK, AND 5 FEET NORTHEAST OF A POLE.  A STANDARD
 GH0017'DISK, STAMPED F 133 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0017'NOTE-- IT WAS REPORTED IN MAY 1941 THAT THE LAST 3 IN THE STAMPING
 GH0017'HAS BEEN OBLITERATED, LEAVING THE STAMPING F 13.
 GH0017
 GH0017                          STATION RECOVERY (1941)
 GH0017
 GH0017'RECOVERED 1941
 GH0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0213 ***********************************************************************
 GH0213  DESIGNATION -  F 134
 GH0213  PID         -  GH0213
 GH0213  STATE/COUNTY-  OK/OSAGE
 GH0213  COUNTRY     -  US
 GH0213  USGS QUAD   -  BURBANK (2018)
 GH0213
 GH0213                         *CURRENT SURVEY CONTROL
 GH0213  ______________________________________________________________________
 GH0213* NAD 83(1986) POSITION- 36 41 57.76   (N) 096 43 17.55   (W)   HD_HELD1
 GH0213* NAVD 88 ORTHO HEIGHT -   284.071 (meters)      931.99  (feet) ADJUSTED
 GH0213  ______________________________________________________________________
 GH0213  GEOID HEIGHT    -        -28.723 (meters)                     GEOID18
 GH0213  DYNAMIC HEIGHT  -        283.829 (meters)      931.20  (feet) COMP
 GH0213  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 GH0213
 GH0213  VERT ORDER      -  SECOND    CLASS 0
 GH0213
 GH0213.The horizontal coordinates were determined by differentially corrected
 GH0213.hand held GPS observations or other comparable positioning techniques
 GH0213.and have an estimated accuracy of +/- 3 meters.
 GH0213
 GH0213.The orthometric height was determined by differential leveling and
 GH0213.adjusted by the NATIONAL GEODETIC SURVEY
 GH0213.in June 1991.
 GH0213
 GH0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0213.GEOID18 height accuracy estimate available here.
 GH0213
 GH0213.Click photographs - Photos may exist for this station.
 GH0213
 GH0213.The dynamic height is computed by dividing the NAVD 88
 GH0213.geopotential number by the normal gravity value computed on the
 GH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0213.degrees latitude (g = 980.6199 gals.).
 GH0213
 GH0213.The modeled gravity was interpolated from observed gravity values.
 GH0213
 GH0213;                    North         East    Units  Estimated Accuracy
 GH0213;SPC OK N     -   189,308.2     714,239.5     MT  (+/- 3 meters HH1 GPS) 
 GH0213
 GH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0353963943(NAD 83)
 GH0213
 GH0213                          SUPERSEDED SURVEY CONTROL
 GH0213
 GH0213  NGVD 29 (??/??/92)  283.954  (m)          931.61   (f) ADJ UNCH    2 0
 GH0213
 GH0213.Superseded values are not recommended for survey control.
 GH0213
 GH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0213.See file dsdata.pdf to determine how the superseded data were derived.
 GH0213
 GH0213_MARKER: DB = BENCH MARK DISK
 GH0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0213_SP_SET: BRIDGE
 GH0213_STAMPING: F 134 1934
 GH0213_MARK LOGO: CGS
 GH0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0213
 GH0213  HISTORY     - Date     Condition        Report By
 GH0213  HISTORY     - 1934     MONUMENTED       CGS
 GH0213
 GH0213                          STATION DESCRIPTION
 GH0213
 GH0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0213'0.3 MI NE FROM BURBANK.
 GH0213'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON,
 GH0213'TOPEKA AND SANTA FE RAILWAY STATION AT BURBANK, OSAGE COUNTY,
 GH0213'AT A STEEL BRIDGE OVER A CREEK, IN THE TOP OF THE EAST CONCRETE
 GH0213'WING WALL, AND 11.2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GH0213'HIGHWAY.  A STANDARD DISK, STAMPED F 134 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0499 ***********************************************************************
 GG0499  DESIGNATION -  F 135
 GG0499  PID         -  GG0499
 GG0499  STATE/COUNTY-  OK/WASHINGTON
 GG0499  COUNTRY     -  US
 GG0499  USGS QUAD   -  BARTLESVILLE SOUTH (2019)
 GG0499
 GG0499                         *CURRENT SURVEY CONTROL
 GG0499  ______________________________________________________________________
 GG0499* NAD 83(1986) POSITION- 36 43 41.     (N) 095 52 53.     (W)   SCALED
 GG0499* NAVD 88 ORTHO HEIGHT -   243.309 (meters)      798.26  (feet) ADJUSTED
 GG0499  ______________________________________________________________________
 GG0499  GEOID HEIGHT    -        -29.232 (meters)                     GEOID18
 GG0499  DYNAMIC HEIGHT  -        243.109 (meters)      797.60  (feet) COMP
 GG0499  MODELED GRAVITY -    979,802.3   (mgal)                       NAVD 88
 GG0499
 GG0499  VERT ORDER      -  SECOND    CLASS 0
 GG0499
 GG0499.The horizontal coordinates were scaled from a map and have
 GG0499.an estimated accuracy of +/- 6 seconds.
 GG0499
 GG0499.The orthometric height was determined by differential leveling and
 GG0499.adjusted by the NATIONAL GEODETIC SURVEY
 GG0499.in June 1991.
 GG0499
 GG0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0499.GEOID18 height accuracy estimate available here.
 GG0499
 GG0499.Click photographs - Photos may exist for this station.
 GG0499
 GG0499.The dynamic height is computed by dividing the NAVD 88
 GG0499.geopotential number by the normal gravity value computed on the
 GG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0499.degrees latitude (g = 980.6199 gals.).
 GG0499
 GG0499.The modeled gravity was interpolated from observed gravity values.
 GG0499
 GG0499;                    North         East    Units  Estimated Accuracy
 GG0499;SPC OK N     -   193,800.      789,230.      MT  (+/- 180 meters Scaled)
 GG0499
 GG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA426685(NAD 83)
 GG0499
 GG0499                          SUPERSEDED SURVEY CONTROL
 GG0499
 GG0499  NGVD 29 (??/??/92)  243.188  (m)          797.86   (f) ADJ UNCH    2 0
 GG0499
 GG0499.Superseded values are not recommended for survey control.
 GG0499
 GG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0499.See file dsdata.pdf to determine how the superseded data were derived.
 GG0499
 GG0499_MARKER: DB = BENCH MARK DISK
 GG0499_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0499_STAMPING: F 135 1934
 GG0499_MARK LOGO: CGS
 GG0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0499+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 GG0499
 GG0499  HISTORY     - Date     Condition        Report By
 GG0499  HISTORY     - 1934     MONUMENTED       CGS
 GG0499  HISTORY     - 1988     GOOD             USPSQD
 GG0499  HISTORY     - 1989     GOOD             USPSQD
 GG0499  HISTORY     - 20020830 GOOD             INDIV
 GG0499  HISTORY     - 20050306 GOOD             USPSQD
 GG0499
 GG0499                          STATION DESCRIPTION
 GG0499
 GG0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0499'7 MI E FROM BARTLESVILLE.
 GG0499'7.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0499'AND SANTA FE RAILWAY STATION AT BARTLESVILLE, WASHINGTON COUNTY,
 GG0499'4.0 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 75, 45 FEET WEST
 GG0499'OF THE CENTERLINE OF A GRAVEL CROSSROAD, 40 FEET NORTH OF THE
 GG0499'CENTERLINE OF THE HIGHWAY, 7 FEET NORTH OF POLE P.P.L. 130,
 GG0499'AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GG0499'STAMPED F 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0499
 GG0499                          STATION RECOVERY (1988)
 GG0499
 GG0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0499'RECOVERED IN GOOD CONDITION.
 GG0499
 GG0499                          STATION RECOVERY (1989)
 GG0499
 GG0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0499'RECOVERED IN GOOD CONDITION.
 GG0499
 GG0499                          STATION RECOVERY (2002)
 GG0499
 GG0499'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0499'RECOVERED IN GOOD CONDITION.
 GG0499
 GG0499                          STATION RECOVERY (2005)
 GG0499
 GG0499'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GG0499'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0029 ***********************************************************************
 GH0029  DESIGNATION -  F 136
 GH0029  PID         -  GH0029
 GH0029  STATE/COUNTY-  OK/OSAGE
 GH0029  COUNTRY     -  US
 GH0029  USGS QUAD   -  WYNONA (2018)
 GH0029
 GH0029                         *CURRENT SURVEY CONTROL
 GH0029  ______________________________________________________________________
 GH0029* NAD 83(1986) POSITION- 36 32 46.6    (N) 096 19 50.6    (W)   HD_HELD2
 GH0029* NAVD 88 ORTHO HEIGHT -   279.682 (meters)      917.59  (feet) ADJUSTED
 GH0029  ______________________________________________________________________
 GH0029  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 GH0029  DYNAMIC HEIGHT  -        279.451 (meters)      916.83  (feet) COMP
 GH0029  MODELED GRAVITY -    979,798.0   (mgal)                       NAVD 88
 GH0029
 GH0029  VERT ORDER      -  SECOND    CLASS 0
 GH0029
 GH0029.The horizontal coordinates were established by autonomous hand held GPS
 GH0029.observations and have an estimated accuracy of +/- 10 meters.
 GH0029
 GH0029.The orthometric height was determined by differential leveling and
 GH0029.adjusted by the NATIONAL GEODETIC SURVEY
 GH0029.in June 1991.
 GH0029
 GH0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0029.GEOID18 height accuracy estimate available here.
 GH0029
 GH0029.Click photographs - Photos may exist for this station.
 GH0029
 GH0029.The dynamic height is computed by dividing the NAVD 88
 GH0029.geopotential number by the normal gravity value computed on the
 GH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0029.degrees latitude (g = 980.6199 gals.).
 GH0029
 GH0029.The modeled gravity was interpolated from observed gravity values.
 GH0029
 GH0029;                    North         East    Units  Estimated Accuracy
 GH0029;SPC OK N     -   172,852.      749,451.      MT  (+/- 10 meters HH2 GPS)
 GH0029
 GH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3893047856(NAD 83)
 GH0029
 GH0029                          SUPERSEDED SURVEY CONTROL
 GH0029
 GH0029  NGVD 29 (??/??/92)  279.568  (m)          917.22   (f) ADJ UNCH    2 0
 GH0029
 GH0029.Superseded values are not recommended for survey control.
 GH0029
 GH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0029.See file dsdata.pdf to determine how the superseded data were derived.
 GH0029
 GH0029_MARKER: DB = BENCH MARK DISK
 GH0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0029_SP_SET: BUILDING
 GH0029_STAMPING: F 136 1934
 GH0029_MARK LOGO: CGS
 GH0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0029
 GH0029  HISTORY     - Date     Condition        Report By
 GH0029  HISTORY     - 1934     MONUMENTED       CGS
 GH0029  HISTORY     - 1989     GOOD             USPSQD
 GH0029
 GH0029                          STATION DESCRIPTION
 GH0029
 GH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0029'AT WYNONA.
 GH0029'AT WYNONA, OSAGE COUNTY, AT THE CITY HALL, IN THE FACE OF THE
 GH0029'SOUTH WALL, 100 FEET NORTH OF THE CENTERLINE OF OSAGE AVENUE,
 GH0029'29 FEET WEST OF THE CENTER OF THE CITY HALL FRONT ENTRANCE, 1
 GH0029'FOOT EAST OF THE SOUTHWEST CORNER OF THE CITY HALL, AND 3.9 FEET
 GH0029'ABOVE GROUND.  A STANDARD DISK, STAMPED F 136 1934.
 GH0029
 GH0029                          STATION RECOVERY (1989)
 GH0029
 GH0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0429 ***********************************************************************
 GG0429  DESIGNATION -  F 137
 GG0429  PID         -  GG0429
 GG0429  STATE/COUNTY-  OK/TULSA
 GG0429  COUNTRY     -  US
 GG0429  USGS QUAD   -  TULSA (2019)
 GG0429
 GG0429                         *CURRENT SURVEY CONTROL
 GG0429  ______________________________________________________________________
 GG0429* NAD 83(1986) POSITION- 36 13 14.     (N) 095 58 42.     (W)   SCALED
 GG0429* NAVD 88 ORTHO HEIGHT -   196.283 (meters)      643.97  (feet) ADJUSTED
 GG0429  ______________________________________________________________________
 GG0429  GEOID HEIGHT    -        -28.912 (meters)                     GEOID18
 GG0429  DYNAMIC HEIGHT  -        196.112 (meters)      643.41  (feet) COMP
 GG0429  MODELED GRAVITY -    979,761.0   (mgal)                       NAVD 88
 GG0429
 GG0429  VERT ORDER      -  SECOND    CLASS 0
 GG0429
 GG0429.The horizontal coordinates were scaled from a map and have
 GG0429.an estimated accuracy of +/- 6 seconds.
 GG0429
 GG0429.The orthometric height was determined by differential leveling and
 GG0429.adjusted by the NATIONAL GEODETIC SURVEY
 GG0429.in June 1991.
 GG0429
 GG0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0429.GEOID18 height accuracy estimate available here.
 GG0429
 GG0429.Click photographs - Photos may exist for this station.
 GG0429
 GG0429.The dynamic height is computed by dividing the NAVD 88
 GG0429.geopotential number by the normal gravity value computed on the
 GG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0429.degrees latitude (g = 980.6199 gals.).
 GG0429
 GG0429.The modeled gravity was interpolated from observed gravity values.
 GG0429
 GG0429;                    North         East    Units  Estimated Accuracy
 GG0429;SPC OK N     -   137,320.      781,750.      MT  (+/- 180 meters Scaled)
 GG0429
 GG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA322125(NAD 83)
 GG0429
 GG0429                          SUPERSEDED SURVEY CONTROL
 GG0429
 GG0429  NGVD 29 (??/??/92)  196.165  (m)          643.58   (f) ADJ UNCH    2 0
 GG0429
 GG0429.Superseded values are not recommended for survey control.
 GG0429
 GG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0429.See file dsdata.pdf to determine how the superseded data were derived.
 GG0429
 GG0429_MARKER: DB = BENCH MARK DISK
 GG0429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0429_STAMPING: F 137 1934
 GG0429_MARK LOGO: CGS
 GG0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0429
 GG0429  HISTORY     - Date     Condition        Report By
 GG0429  HISTORY     - 1934     MONUMENTED       CGS
 GG0429  HISTORY     - 20081105 MARK NOT FOUND   AIRDAT
 GG0429
 GG0429                          STATION DESCRIPTION
 GG0429
 GG0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0429'1.4 MI S FROM TURLEY.
 GG0429'ABOUT 400 FEET NORTHWEST OF M.P. 156, 165 FEET NORTH OF WEST
 GG0429'END OF CULVERT UNDER RAILROAD, 48 FEET WEST OF CENTERLINE
 GG0429'OF MIDLAND VALLEY R.R., 43.4 FEET NORTH OF CENTERLINE OF OIL
 GG0429'ROAD CROSSING, 4.5 FEET SOUTHEAST OF NORTHWEST CORNER OF R/W
 GG0429'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 GG0429
 GG0429                          STATION RECOVERY (2008)
 GG0429
 GG0429'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0678 ***********************************************************************
 GK0678  DESIGNATION -  F 14
 GK0678  PID         -  GK0678
 GK0678  STATE/COUNTY-  OK/TEXAS
 GK0678  COUNTRY     -  US
 GK0678  USGS QUAD   -  GOODWELL (2018)
 GK0678
 GK0678                         *CURRENT SURVEY CONTROL
 GK0678  ______________________________________________________________________
 GK0678* NAD 83(1986) POSITION- 36 32 58.9    (N) 101 42 11.5    (W)   HD_HELD2
 GK0678* NAVD 88 ORTHO HEIGHT -  1020.986 (meters)     3349.68  (feet) ADJUSTED
 GK0678  ______________________________________________________________________
 GK0678  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 GK0678  DYNAMIC HEIGHT  -       1019.892 (meters)     3346.10  (feet) COMP
 GK0678  MODELED GRAVITY -    979,525.5   (mgal)                       NAVD 88
 GK0678
 GK0678  VERT ORDER      -  FIRST     CLASS II
 GK0678
 GK0678.The horizontal coordinates were established by autonomous hand held GPS
 GK0678.observations and have an estimated accuracy of +/- 10 meters.
 GK0678
 GK0678.The orthometric height was determined by differential leveling and
 GK0678.adjusted by the NATIONAL GEODETIC SURVEY
 GK0678.in June 1991.
 GK0678
 GK0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0678.GEOID18 height accuracy estimate available here.
 GK0678
 GK0678.Click photographs - Photos may exist for this station.
 GK0678
 GK0678.The dynamic height is computed by dividing the NAVD 88
 GK0678.geopotential number by the normal gravity value computed on the
 GK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0678.degrees latitude (g = 980.6199 gals.).
 GK0678
 GK0678.The modeled gravity was interpolated from observed gravity values.
 GK0678
 GK0678;                    North         East    Units  Estimated Accuracy
 GK0678;SPC OK N     -   178,268.      268,530.      MT  (+/- 10 meters HH2 GPS)
 GK0678
 GK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5804348320(NAD 83)
 GK0678
 GK0678                          SUPERSEDED SURVEY CONTROL
 GK0678
 GK0678  NGVD 29 (??/??/92) 1020.506  (m)         3348.11   (f) ADJ UNCH    1 2
 GK0678
 GK0678.Superseded values are not recommended for survey control.
 GK0678
 GK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0678.See file dsdata.pdf to determine how the superseded data were derived.
 GK0678
 GK0678_MARKER: DB = BENCH MARK DISK
 GK0678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0678_SP_SET: CULVERT HEADWALL
 GK0678_STAMPING: F 14 1933
 GK0678_MARK LOGO: CGS
 GK0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0678+STABILITY: SURFACE MOTION
 GK0678
 GK0678  HISTORY     - Date     Condition        Report By
 GK0678  HISTORY     - 1933     MONUMENTED       CGS
 GK0678  HISTORY     - 19980505 GOOD             OKDOT
 GK0678
 GK0678                          STATION DESCRIPTION
 GK0678
 GK0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0678'5.2 MI NE FROM TEXHOMA.
 GK0678'5.2 MILES NORTHEAST OF TEXHOMA DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GK0678'AT CONCRETE RAILROAD BOX CULVERT, 2 1/2 POLES SOUTH WEST OF MILE POST
 GK0678'NO. 489.  SET IN THE SOUTH WEST END OF THE SOUTH EAST HEADWALL, 25
 GK0678'FEET SOUTH EAST OF THE CENTER LINE OF THE TRACK.
 GK0678
 GK0678                          STATION RECOVERY (1998)
 GK0678
 GK0678'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0678'TO REACH THE STATION FROM THE JUNCTION OF SH 95 AND US 54 AT TEXHOMA,
 GK0678'GO NORTHEASTERLY ON US 54 FOR 5.6 MILES (9.0 KM) TO THE MARK ON THE
 GK0678'LEFT.  IT IS SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 GK0678'CONCRETE RAILROAD CULVERT, 25 FEET (7.6 M) SOUTH OF THE CENTERLINE OF
 GK0678'THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0290 ***********************************************************************
 FH0290  DESIGNATION -  F 140
 FH0290  PID         -  FH0290
 FH0290  STATE/COUNTY-  OK/HASKELL
 FH0290  COUNTRY     -  US
 FH0290  USGS QUAD   -  MCCURTAIN (2018)
 FH0290
 FH0290                         *CURRENT SURVEY CONTROL
 FH0290  ______________________________________________________________________
 FH0290* NAD 83(1986) POSITION- 35 14 22.     (N) 094 54 08.     (W)   SCALED
 FH0290* NAVD 88 ORTHO HEIGHT -   156.585 (meters)      513.73  (feet) ADJUSTED
 FH0290  ______________________________________________________________________
 FH0290  GEOID HEIGHT    -        -30.793 (meters)                     GEOID18
 FH0290  DYNAMIC HEIGHT  -        156.432 (meters)      513.23  (feet) COMP
 FH0290  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 FH0290
 FH0290  VERT ORDER      -  SECOND    CLASS 0
 FH0290
 FH0290.The horizontal coordinates were scaled from a map and have
 FH0290.an estimated accuracy of +/- 6 seconds.
 FH0290
 FH0290.The orthometric height was determined by differential leveling and
 FH0290.adjusted by the NATIONAL GEODETIC SURVEY
 FH0290.in June 1991.
 FH0290
 FH0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0290.GEOID18 height accuracy estimate available here.
 FH0290
 FH0290.Click photographs - Photos may exist for this station.
 FH0290
 FH0290.The dynamic height is computed by dividing the NAVD 88
 FH0290.geopotential number by the normal gravity value computed on the
 FH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0290.degrees latitude (g = 980.6199 gals.).
 FH0290
 FH0290.The modeled gravity was interpolated from observed gravity values.
 FH0290
 FH0290;                    North         East    Units  Estimated Accuracy
 FH0290;SPC OK S     -   215,770.      881,920.      MT  (+/- 180 meters Scaled)
 FH0290
 FH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV269012(NAD 83)
 FH0290
 FH0290                          SUPERSEDED SURVEY CONTROL
 FH0290
 FH0290  NGVD 29 (??/??/92)  156.481  (m)          513.39   (f) ADJ UNCH    2 0
 FH0290
 FH0290.Superseded values are not recommended for survey control.
 FH0290
 FH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0290.See file dsdata.pdf to determine how the superseded data were derived.
 FH0290
 FH0290_MARKER: DB = BENCH MARK DISK
 FH0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0290_STAMPING: F 140 1934
 FH0290_MARK LOGO: CGS
 FH0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0290+STABILITY: SURFACE MOTION
 FH0290
 FH0290  HISTORY     - Date     Condition        Report By
 FH0290  HISTORY     - 1934     MONUMENTED       CGS
 FH0290  HISTORY     - 1959     GOOD             CGS
 FH0290
 FH0290                          STATION DESCRIPTION
 FH0290
 FH0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0290'1.6 MI SE FROM KEOTA.
 FH0290'1.6 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0290'STATION AT KEOTA, HASKELL COUNTY, ABOUT 1650 FEET WEST OF
 FH0290'MILEPOST 39, 60 FEET SOUTHEAST OF A CONCRETE CULVERT, 21 FEET
 FH0290'EAST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING,
 FH0290'48.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET NORTH
 FH0290'OF THE SOUTHWEST CORNER OF THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0488 ***********************************************************************
 FJ0488  DESIGNATION -  F 141
 FJ0488  PID         -  FJ0488
 FJ0488  STATE/COUNTY-  OK/GRADY
 FJ0488  COUNTRY     -  US
 FJ0488  USGS QUAD   -  TABLER (2018)
 FJ0488
 FJ0488                         *CURRENT SURVEY CONTROL
 FJ0488  ______________________________________________________________________
 FJ0488* NAD 83(1986) POSITION- 35 03 21.     (N) 097 47 37.     (W)   SCALED
 FJ0488* NAVD 88 ORTHO HEIGHT -   346.924 (meters)     1138.20  (feet) ADJUSTED
 FJ0488  ______________________________________________________________________
 FJ0488  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 FJ0488  DYNAMIC HEIGHT  -        346.579 (meters)     1137.07  (feet) COMP
 FJ0488  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 FJ0488
 FJ0488  VERT ORDER      -  SECOND    CLASS 0
 FJ0488
 FJ0488.The horizontal coordinates were scaled from a map and have
 FJ0488.an estimated accuracy of +/- 6 seconds.
 FJ0488
 FJ0488.The orthometric height was determined by differential leveling and
 FJ0488.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0488.in June 1991.
 FJ0488
 FJ0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0488.GEOID18 height accuracy estimate available here.
 FJ0488
 FJ0488.Click photographs - Photos may exist for this station.
 FJ0488
 FJ0488.The dynamic height is computed by dividing the NAVD 88
 FJ0488.geopotential number by the normal gravity value computed on the
 FJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0488.degrees latitude (g = 980.6199 gals.).
 FJ0488
 FJ0488.The modeled gravity was interpolated from observed gravity values.
 FJ0488
 FJ0488;                    North         East    Units  Estimated Accuracy
 FJ0488;SPC OK S     -   191,090.      618,830.      MT  (+/- 180 meters Scaled)
 FJ0488
 FJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD100799(NAD 83)
 FJ0488
 FJ0488                          SUPERSEDED SURVEY CONTROL
 FJ0488
 FJ0488  NGVD 29 (??/??/92)  346.811  (m)         1137.83   (f) ADJ UNCH    2 0
 FJ0488
 FJ0488.Superseded values are not recommended for survey control.
 FJ0488
 FJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0488.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0488
 FJ0488_MARKER: DB = BENCH MARK DISK
 FJ0488_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0488_STAMPING: F 141 1934
 FJ0488_MARK LOGO: CGS
 FJ0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0488
 FJ0488  HISTORY     - Date     Condition        Report By
 FJ0488  HISTORY     - 1934     MONUMENTED       CGS
 FJ0488  HISTORY     - 1971     GOOD             NGS
 FJ0488  HISTORY     - 20220322 MARK NOT FOUND   OKDOT
 FJ0488  HISTORY     - 20231220 MARK NOT FOUND   OKDOT
 FJ0488
 FJ0488                          STATION DESCRIPTION
 FJ0488
 FJ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0488'9.9 MI E FROM CHICKASHA.
 FJ0488'ABOUT 0.2 MILE SOUTHWEST OF MILEPOST 120, ABOUT 0.1 MILE SOUTHWEST
 FJ0488'OF WOODEN RAILROAD TRESTLE, 101.1 FEET SOUTH OF CENTERLINE OF
 FJ0488'FARM ROAD AT R.R. CROSSING, 12.3 FEET SOUTHWEST OF CENTERLINE
 FJ0488'OF FARM ROAD, 9.4 FEET WEST OF SOUTHWEST END OF WIRE GATE, 0.9
 FJ0488'FEET NORTHWEST OF FENCE PARALLELING RAILROAD, TABLET SET IN
 FJ0488'PRECAST CONCRETE POST.
 FJ0488
 FJ0488                          STATION RECOVERY (1971)
 FJ0488
 FJ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FJ0488'RECOVERED IN GOOD CONDITION.
 FJ0488
 FJ0488                          STATION RECOVERY (2022)
 FJ0488
 FJ0488'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0488'MARK NOT FOUND.
 FJ0488
 FJ0488                          STATION RECOVERY (2023)
 FJ0488
 FJ0488'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0376 ***********************************************************************
 EL0376  DESIGNATION -  F 142
 EL0376  PID         -  EL0376
 EL0376  STATE/COUNTY-  OK/GARVIN
 EL0376  COUNTRY     -  US
 EL0376  USGS QUAD   -  PAOLI (2018)
 EL0376
 EL0376                         *CURRENT SURVEY CONTROL
 EL0376  ______________________________________________________________________
 EL0376* NAD 83(1986) POSITION- 34 49 45.     (N) 097 15 16.     (W)   SCALED
 EL0376* NAVD 88 ORTHO HEIGHT -   279.695 (meters)      917.63  (feet) ADJUSTED
 EL0376  ______________________________________________________________________
 EL0376  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 EL0376  DYNAMIC HEIGHT  -        279.423 (meters)      916.74  (feet) COMP
 EL0376  MODELED GRAVITY -    979,653.8   (mgal)                       NAVD 88
 EL0376
 EL0376  VERT ORDER      -  SECOND    CLASS 0
 EL0376
 EL0376.The horizontal coordinates were scaled from a map and have
 EL0376.an estimated accuracy of +/- 6 seconds.
 EL0376
 EL0376.The orthometric height was determined by differential leveling and
 EL0376.adjusted by the NATIONAL GEODETIC SURVEY
 EL0376.in June 1991.
 EL0376
 EL0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0376.GEOID18 height accuracy estimate available here.
 EL0376
 EL0376.Click photographs - Photos may exist for this station.
 EL0376
 EL0376.The dynamic height is computed by dividing the NAVD 88
 EL0376.geopotential number by the normal gravity value computed on the
 EL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0376.degrees latitude (g = 980.6199 gals.).
 EL0376
 EL0376.The modeled gravity was interpolated from observed gravity values.
 EL0376
 EL0376;                    North         East    Units  Estimated Accuracy
 EL0376;SPC OK S     -   166,180.      668,200.      MT  (+/- 180 meters Scaled)
 EL0376
 EL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD596554(NAD 83)
 EL0376
 EL0376                          SUPERSEDED SURVEY CONTROL
 EL0376
 EL0376  NGVD 29 (??/??/92)  279.614  (m)          917.37   (f) ADJ UNCH    2 0
 EL0376
 EL0376.Superseded values are not recommended for survey control.
 EL0376
 EL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0376.See file dsdata.pdf to determine how the superseded data were derived.
 EL0376
 EL0376_MARKER: DB = BENCH MARK DISK
 EL0376_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0376_STAMPING: F 142 1934
 EL0376_MARK LOGO: CGS
 EL0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0376
 EL0376  HISTORY     - Date     Condition        Report By
 EL0376  HISTORY     - 1934     MONUMENTED       CGS
 EL0376
 EL0376                          STATION DESCRIPTION
 EL0376
 EL0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0376'IN PAOLI.
 EL0376'IN THE TOWN OF PAOLI, MARK SET AT GULF, COLORADO AND SANTA FE R.R.
 EL0376'STATION, 28.7 FEET WEST OF CENTERLINE OF MAIN TRACK OF RAILROAD,
 EL0376'11.8 FEET SOUTHWEST OF NORTHEAST CORNER OF RAILROAD STATION,
 EL0376'11.1 FEET SOUTH OF SOUTH SIDE OF STATION, 3 FEET WEST OF TELEPHONE
 EL0376'POLE, SET NEAR GRAVEL WALK ON EAST SIDE OF STATION.  PRECAST
 EL0376'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0377 ***********************************************************************
 EL0377  DESIGNATION -  F 142 RESET
 EL0377  PID         -  EL0377
 EL0377  STATE/COUNTY-  OK/GARVIN
 EL0377  COUNTRY     -  US
 EL0377  USGS QUAD   -  PAOLI (2018)
 EL0377
 EL0377                         *CURRENT SURVEY CONTROL
 EL0377  ______________________________________________________________________
 EL0377* NAD 83(1986) POSITION- 34 50 10.     (N) 097 15 14.     (W)   SCALED
 EL0377* NAVD 88 ORTHO HEIGHT -   281.38  (+/-2cm)      923.2   (feet) VERTCON3
 EL0377  ______________________________________________________________________
 EL0377  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 EL0377  VERT ORDER      -  THIRD (See Below)
 EL0377
 EL0377.The horizontal coordinates were scaled from a map and have
 EL0377.an estimated accuracy of +/- 6 seconds.
 EL0377
 EL0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0377
 EL0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0377.GEOID18 height accuracy estimate available here.
 EL0377
 EL0377.The vertical order pertains to the NGVD 29 superseded value.
 EL0377
 EL0377.Click photographs - Photos may exist for this station.
 EL0377
 EL0377;                    North         East    Units  Estimated Accuracy
 EL0377;SPC OK S     -   166,950.      668,240.      MT  (+/- 180 meters Scaled)
 EL0377
 EL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD596562(NAD 83)
 EL0377
 EL0377                          SUPERSEDED SURVEY CONTROL
 EL0377
 EL0377  NGVD 29 (??/??/??)  281.30   (m)          922.9    (f) RESET       3  
 EL0377
 EL0377.Superseded values are not recommended for survey control.
 EL0377
 EL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0377.See file dsdata.pdf to determine how the superseded data were derived.
 EL0377
 EL0377_MARKER: DB = BENCH MARK DISK
 EL0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0377_SP_SET: BRIDGE
 EL0377_STAMPING: F 142 RESET 1950
 EL0377_MARK LOGO: CGS
 EL0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0377
 EL0377  HISTORY     - Date     Condition        Report By
 EL0377  HISTORY     - 1950     MONUMENTED       CGS
 EL0377  HISTORY     - 1963     GOOD             USGS
 EL0377
 EL0377                          STATION DESCRIPTION
 EL0377
 EL0377'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0377'0.7 MI NE FROM PAOLI.
 EL0377'PAOLI, 0.5 MILE NORTH AND 0.2 MILE EAST OF, T. 4 N., R. 1 W.,
 EL0377'IN THE NORTHEAST 1/4 OF SEC. 12, 0.1 MILE NORTHWEST OF MILEPOST
 EL0377'503, AT R.R. BRIDGE 503A, 9 FT. SOUTHEAST (NORMAL) OF THE
 EL0377'CENTERLINE OF THE R.R. TRACKS, IN THE TOP OF THE SOUTHEAST WINGWALL,
 EL0377'STANDARD DISK STAMPED F 142 RESET 1950 PAINTED B.M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0336 ***********************************************************************
 FJ0336  DESIGNATION -  F 143
 FJ0336  PID         -  FJ0336
 FJ0336  STATE/COUNTY-  OK/CLEVELAND
 FJ0336  COUNTRY     -  US
 FJ0336  USGS QUAD   -  NORMAN (2018)
 FJ0336
 FJ0336                         *CURRENT SURVEY CONTROL
 FJ0336  ______________________________________________________________________
 FJ0336* NAD 83(1986) POSITION- 35 13 59.     (N) 097 27 02.     (W)   SCALED
 FJ0336* NAVD 88 ORTHO HEIGHT -   362.708 (meters)     1189.98  (feet) ADJUSTED
 FJ0336  ______________________________________________________________________
 FJ0336  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 FJ0336  DYNAMIC HEIGHT  -        362.356 (meters)     1188.83  (feet) COMP
 FJ0336  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 FJ0336
 FJ0336  VERT ORDER      -  SECOND    CLASS 0
 FJ0336
 FJ0336.The horizontal coordinates were scaled from a map and have
 FJ0336.an estimated accuracy of +/- 6 seconds.
 FJ0336
 FJ0336.The orthometric height was determined by differential leveling and
 FJ0336.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0336.in August 1994.
 FJ0336
 FJ0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0336.GEOID18 height accuracy estimate available here.
 FJ0336
 FJ0336.Click photographs - Photos may exist for this station.
 FJ0336
 FJ0336.The dynamic height is computed by dividing the NAVD 88
 FJ0336.geopotential number by the normal gravity value computed on the
 FJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0336.degrees latitude (g = 980.6199 gals.).
 FJ0336
 FJ0336.The modeled gravity was interpolated from observed gravity values.
 FJ0336
 FJ0336;                    North         East    Units  Estimated Accuracy
 FJ0336;SPC OK S     -   210,870.      650,020.      MT  (+/- 180 meters Scaled)
 FJ0336
 FJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD409999(NAD 83)
 FJ0336
 FJ0336                          SUPERSEDED SURVEY CONTROL
 FJ0336
 FJ0336  NAVD 88 (06/15/91)  362.758  (m)         1190.15   (f) SUPERSEDED  2 0
 FJ0336  NGVD 29 (??/??/92)  362.636  (m)         1189.75   (f) ADJ UNCH    2 0
 FJ0336
 FJ0336.Superseded values are not recommended for survey control.
 FJ0336
 FJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0336.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0336
 FJ0336_MARKER: DB = BENCH MARK DISK
 FJ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0336_STAMPING: F 143 1934
 FJ0336_MARK LOGO: CGS
 FJ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0336+STABILITY: SURFACE MOTION
 FJ0336
 FJ0336  HISTORY     - Date     Condition        Report By
 FJ0336  HISTORY     - 1934     MONUMENTED       CGS
 FJ0336  HISTORY     - 1950     MARK NOT FOUND   CGS
 FJ0336  HISTORY     - 20100617 MARK NOT FOUND   GEOCAC
 FJ0336
 FJ0336                          STATION DESCRIPTION
 FJ0336
 FJ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FJ0336'1 MI N FROM NORMAN.
 FJ0336'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0336'FROM THE STATION AT NORMAN, 0.2 MILE NORTHWEST OF MILEPOST 401,
 FJ0336'AT A COUNTY-ROAD CROSSING, 52.3 FEET NORTH OF THE CENTER OF THE
 FJ0336'CROSSING, 49.1 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 37.5
 FJ0336'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 8.7 FEET EAST OF A
 FJ0336'POLE, AND 1.8 FEET SOUTHWEST OF A FENCE PARALLELING THE TRACK.
 FJ0336'A STANDARD DISK, STAMPED F 143 1934 AND SET IN THE TOP OF A
 FJ0336'CONCRETE POST.
 FJ0336
 FJ0336                          STATION RECOVERY (2010)
 FJ0336
 FJ0336'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ0336'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 FJ0336'MARK. THE DESCRIBED AREA HAS BEEN REGRADED FOR DRAINAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0286 ***********************************************************************
 FJ0286  DESIGNATION -  F 144
 FJ0286  PID         -  FJ0286
 FJ0286  STATE/COUNTY-  OK/LOGAN
 FJ0286  COUNTRY     -  US
 FJ0286  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0286
 FJ0286                         *CURRENT SURVEY CONTROL
 FJ0286  ______________________________________________________________________
 FJ0286* NAD 83(1986) POSITION- 35 47 40.     (N) 097 29 32.     (W)   SCALED
 FJ0286* NAVD 88 ORTHO HEIGHT -   296.765 (meters)      973.64  (feet) ADJUSTED
 FJ0286  ______________________________________________________________________
 FJ0286  GEOID HEIGHT    -        -27.512 (meters)                     GEOID18
 FJ0286  DYNAMIC HEIGHT  -        296.490 (meters)      972.73  (feet) COMP
 FJ0286  MODELED GRAVITY -    979,698.9   (mgal)                       NAVD 88
 FJ0286
 FJ0286  VERT ORDER      -  SECOND    CLASS 0
 FJ0286
 FJ0286.The horizontal coordinates were scaled from a map and have
 FJ0286.an estimated accuracy of +/- 6 seconds.
 FJ0286
 FJ0286.The orthometric height was determined by differential leveling and
 FJ0286.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0286.in June 1991.
 FJ0286
 FJ0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0286.GEOID18 height accuracy estimate available here.
 FJ0286
 FJ0286.Click photographs - Photos may exist for this station.
 FJ0286
 FJ0286.The dynamic height is computed by dividing the NAVD 88
 FJ0286.geopotential number by the normal gravity value computed on the
 FJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0286.degrees latitude (g = 980.6199 gals.).
 FJ0286
 FJ0286.The modeled gravity was interpolated from observed gravity values.
 FJ0286
 FJ0286;                    North         East    Units  Estimated Accuracy
 FJ0286;SPC OK N     -    88,270.      645,900.      MT  (+/- 180 meters Scaled)
 FJ0286
 FJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE362621(NAD 83)
 FJ0286
 FJ0286                          SUPERSEDED SURVEY CONTROL
 FJ0286
 FJ0286  NGVD 29 (??/??/92)  296.631  (m)          973.20   (f) ADJ UNCH    2 0
 FJ0286
 FJ0286.Superseded values are not recommended for survey control.
 FJ0286
 FJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0286.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0286
 FJ0286_MARKER: DB = BENCH MARK DISK
 FJ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0286_STAMPING: F 144 1934
 FJ0286_MARK LOGO: CGS
 FJ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0286+STABILITY: SURFACE MOTION
 FJ0286
 FJ0286  HISTORY     - Date     Condition        Report By
 FJ0286  HISTORY     - 1934     MONUMENTED       CGS
 FJ0286  HISTORY     - 1968     GOOD             USGS
 FJ0286
 FJ0286                          STATION DESCRIPTION
 FJ0286
 FJ0286'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FJ0286'7.4 MI S FROM GUTHRIE.
 FJ0286'7.4 MILES SOUTH ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0286'FROM THE STATION AT GUTHRIE, LOGAN COUNTY, 300 FT. SOUTH OF MILE
 FJ0286'POST 360 ALONG THE A.T.S.F, RAILWAY AT SEWARD, 14 FT WEST OF
 FJ0286'CENTER OF TRACK, 105 FT. NORTH OF SIGNAL BOX, 90 FT. NORTH OF
 FJ0286'SIGN FOR SEWARD, A STANDARD DISK STAMPED F 144 1934 AND SET IN
 FJ0286'TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0347 ***********************************************************************
 GH0347  DESIGNATION -  F 145
 GH0347  PID         -  GH0347
 GH0347  STATE/COUNTY-  OK/NOBLE
 GH0347  COUNTRY     -  US
 GH0347  USGS QUAD   -  PERRY (2018)
 GH0347
 GH0347                         *CURRENT SURVEY CONTROL
 GH0347  ______________________________________________________________________
 GH0347* NAD 83(1986) POSITION- 36 16 04.     (N) 097 17 45.     (W)   SCALED
 GH0347* NAVD 88 ORTHO HEIGHT -   312.093 (meters)     1023.93  (feet) ADJUSTED
 GH0347  ______________________________________________________________________
 GH0347  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GH0347  DYNAMIC HEIGHT  -        311.813 (meters)     1023.01  (feet) COMP
 GH0347  MODELED GRAVITY -    979,727.1   (mgal)                       NAVD 88
 GH0347
 GH0347  VERT ORDER      -  SECOND    CLASS 0
 GH0347
 GH0347.The horizontal coordinates were scaled from a map and have
 GH0347.an estimated accuracy of +/- 6 seconds.
 GH0347
 GH0347.The orthometric height was determined by differential leveling and
 GH0347.adjusted by the NATIONAL GEODETIC SURVEY
 GH0347.in June 1991.
 GH0347
 GH0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0347.GEOID18 height accuracy estimate available here.
 GH0347
 GH0347.Click photographs - Photos may exist for this station.
 GH0347
 GH0347.The dynamic height is computed by dividing the NAVD 88
 GH0347.geopotential number by the normal gravity value computed on the
 GH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0347.degrees latitude (g = 980.6199 gals.).
 GH0347
 GH0347.The modeled gravity was interpolated from observed gravity values.
 GH0347
 GH0347;                    North         East    Units  Estimated Accuracy
 GH0347;SPC OK N     -   140,890.      663,270.      MT  (+/- 180 meters Scaled)
 GH0347
 GH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF530149(NAD 83)
 GH0347
 GH0347                          SUPERSEDED SURVEY CONTROL
 GH0347
 GH0347  NGVD 29 (??/??/92)  311.957  (m)         1023.48   (f) ADJ UNCH    2 0
 GH0347
 GH0347.Superseded values are not recommended for survey control.
 GH0347
 GH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0347.See file dsdata.pdf to determine how the superseded data were derived.
 GH0347
 GH0347_MARKER: DB = BENCH MARK DISK
 GH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0347_STAMPING: F 145 1934
 GH0347_MARK LOGO: CGS
 GH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0347+STABILITY: SURFACE MOTION
 GH0347
 GH0347  HISTORY     - Date     Condition        Report By
 GH0347  HISTORY     - 1934     MONUMENTED       CGS
 GH0347
 GH0347                          STATION DESCRIPTION
 GH0347
 GH0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0347'1.5 MI S FROM PERRY.
 GH0347'1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0347'FROM THE STATION AT PERRY, 0.2 MILE SOUTH OF MILEPOST 323, AT
 GH0347'A FARM-ROAD CROSSING, 54.3 FEET SOUTHEAST OF THE CENTER OF THE
 GH0347'CROSSING, 47.6 FEET EAST OF THE CENTERLINE OF THE TRACK, 37.7
 GH0347'FEET SOUTH OF THE SOUTH END OF AN IRON GATE, 19.3 FEET NORTHEAST
 GH0347'OF A POLE, AND 2.2 FEET WEST OF A FENCE PARALLELING THE TRACK.
 GH0347'A STANDARD DISK, STAMPED F 145 1934 AND SET IN THE TOP OF A CONCRETE
 GH0347'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0379 ***********************************************************************
 FJ0379  DESIGNATION -  F 147
 FJ0379  PID         -  FJ0379
 FJ0379  STATE/COUNTY-  OK/OKLAHOMA
 FJ0379  COUNTRY     -  US
 FJ0379  USGS QUAD   -  CHOCTAW (2018)
 FJ0379
 FJ0379                         *CURRENT SURVEY CONTROL
 FJ0379  ______________________________________________________________________
 FJ0379* NAD 83(1986) POSITION- 35 26 08.     (N) 097 19 54.     (W)   SCALED
 FJ0379* NAVD 88 ORTHO HEIGHT -   392.346 (meters)     1287.22  (feet) ADJUSTED
 FJ0379  ______________________________________________________________________
 FJ0379  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 FJ0379  DYNAMIC HEIGHT  -        391.972 (meters)     1285.99  (feet) COMP
 FJ0379  MODELED GRAVITY -    979,667.5   (mgal)                       NAVD 88
 FJ0379
 FJ0379  VERT ORDER      -  SECOND    CLASS 0
 FJ0379
 FJ0379.The horizontal coordinates were scaled from a map and have
 FJ0379.an estimated accuracy of +/- 6 seconds.
 FJ0379
 FJ0379.The orthometric height was determined by differential leveling and
 FJ0379.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0379.in August 1994.
 FJ0379
 FJ0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0379.GEOID18 height accuracy estimate available here.
 FJ0379
 FJ0379.Click photographs - Photos may exist for this station.
 FJ0379
 FJ0379.The dynamic height is computed by dividing the NAVD 88
 FJ0379.geopotential number by the normal gravity value computed on the
 FJ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0379.degrees latitude (g = 980.6199 gals.).
 FJ0379
 FJ0379.The modeled gravity was interpolated from observed gravity values.
 FJ0379
 FJ0379;                    North         East    Units  Estimated Accuracy
 FJ0379;SPC OK N     -    48,540.      660,690.      MT  (+/- 180 meters Scaled)
 FJ0379
 FJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE514226(NAD 83)
 FJ0379
 FJ0379                          SUPERSEDED SURVEY CONTROL
 FJ0379
 FJ0379  NAVD 88 (06/15/91)  392.405  (m)         1287.42   (f) SUPERSEDED  2 0
 FJ0379  NGVD 29 (??/??/92)  392.264  (m)         1286.95   (f) ADJ UNCH    2 0
 FJ0379
 FJ0379.Superseded values are not recommended for survey control.
 FJ0379
 FJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0379.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0379
 FJ0379_MARKER: DB = BENCH MARK DISK
 FJ0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0379_SP_SET: CULVERT HEADWALL
 FJ0379_STAMPING: F 147 1934
 FJ0379_MARK LOGO: CGS
 FJ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0379+STABILITY: SURFACE MOTION
 FJ0379
 FJ0379  HISTORY     - Date     Condition        Report By
 FJ0379  HISTORY     - 1934     MONUMENTED       CGS
 FJ0379  HISTORY     - 1942     GOOD             CGS
 FJ0379  HISTORY     - 20010901 MARK NOT FOUND   INDIV
 FJ0379
 FJ0379                          STATION DESCRIPTION
 FJ0379
 FJ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0379'1.3 MI SE FROM MARION.
 FJ0379'1.3 MILES SOUTHEAST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY
 FJ0379'FROM THE STATION SIGN AT MARION, OKLAHOMA COUNTY, 0.4 MILE
 FJ0379'SOUTHEAST OF MILEPOST 10, 125 FEET NORTH OF THE CENTERLINE OF
 FJ0379'A PAVED COUNTY HIGHWAY LEADING TO U.S. HIGHWAY 62, 105 FEET
 FJ0379'EAST OF A WHISTLE SIGN, AT A CULVERT, IN THE TOP OF THE SOUTH
 FJ0379'CONCRETE HEADWALL, 1 FOOT EAST OF THE WEST END, 0.7 FOOT NORTH
 FJ0379'OF THE SOUTH EDGE, AND 12.3 FEET SOUTH OF THE CENTERLINE OF THE
 FJ0379'TRACK.  A STANDARD DISK, STAMPED F 147 1934.
 FJ0379
 FJ0379                          STATION RECOVERY (1942)
 FJ0379
 FJ0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 FJ0379'RECOVERED IN GOOD CONDITION.
 FJ0379
 FJ0379                          STATION RECOVERY (2001)
 FJ0379
 FJ0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0379'OKLAHOMA CITY-ADA-ATOKA RAILROAD TRACKS REMOVED, AREA REGRADED. UNABLE
 FJ0379'TO CONFIRM DESTRUCTION OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0158 ***********************************************************************
 FJ0158  DESIGNATION -  F 148
 FJ0158  PID         -  FJ0158
 FJ0158  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0158  COUNTRY     -  US
 FJ0158  USGS QUAD   -  MAUD (2018)
 FJ0158
 FJ0158                         *CURRENT SURVEY CONTROL
 FJ0158  ______________________________________________________________________
 FJ0158* NAD 83(1986) POSITION- 35 13 05.     (N) 096 50 30.     (W)   SCALED
 FJ0158* NAVD 88 ORTHO HEIGHT -   276.182 (meters)      906.11  (feet) ADJUSTED
 FJ0158  ______________________________________________________________________
 FJ0158  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 FJ0158  DYNAMIC HEIGHT  -        275.917 (meters)      905.24  (feet) COMP
 FJ0158  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 FJ0158
 FJ0158  VERT ORDER      -  SECOND    CLASS 0
 FJ0158
 FJ0158.The horizontal coordinates were scaled from a map and have
 FJ0158.an estimated accuracy of +/- 6 seconds.
 FJ0158
 FJ0158.The orthometric height was determined by differential leveling and
 FJ0158.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0158.in June 1991.
 FJ0158
 FJ0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0158.GEOID18 height accuracy estimate available here.
 FJ0158
 FJ0158.Click photographs - Photos may exist for this station.
 FJ0158
 FJ0158.The dynamic height is computed by dividing the NAVD 88
 FJ0158.geopotential number by the normal gravity value computed on the
 FJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0158.degrees latitude (g = 980.6199 gals.).
 FJ0158
 FJ0158.The modeled gravity was interpolated from observed gravity values.
 FJ0158
 FJ0158;                    North         East    Units  Estimated Accuracy
 FJ0158;SPC OK S     -   209,670.      705,460.      MT  (+/- 180 meters Scaled)
 FJ0158
 FJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD964993(NAD 83)
 FJ0158
 FJ0158                          SUPERSEDED SURVEY CONTROL
 FJ0158
 FJ0158  NGVD 29 (??/??/92)  276.100  (m)          905.84   (f) ADJ UNCH    2 0
 FJ0158
 FJ0158.Superseded values are not recommended for survey control.
 FJ0158
 FJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0158.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0158
 FJ0158_MARKER: DB = BENCH MARK DISK
 FJ0158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0158_STAMPING: F 148 1934
 FJ0158_MARK LOGO: CGS
 FJ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0158
 FJ0158  HISTORY     - Date     Condition        Report By
 FJ0158  HISTORY     - 1934     MONUMENTED       CGS
 FJ0158  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0158
 FJ0158                          STATION DESCRIPTION
 FJ0158
 FJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0158'8.5 MI N FROM MAUD.
 FJ0158'8.5 MILES NORTH OF, ALONG OKLA. CITY, ADA. ATOKA RY. FROM STATION.
 FJ0158'ABOUT 0.5 MILE WEST OF M.P. 47, ABOUT 0.4 MILE WEST OF RAILROAD
 FJ0158'TRESTLE OVER LITTLE RIVER, 56.4 FEET NORTHEAST OF CENTERLINE
 FJ0158'OF COUNTY ROAD AT RAILROAD CROSSING, 47.7 FEET NORTH OF CENTERLINE
 FJ0158'OF O.C.A.A. RY., 41.9 FEET EAST OF CENTERLINE OF COUNTY ROAD,
 FJ0158'14.1 FEET EAST OF NORTHWEST FENCE CORNER, 1.6 FEET SOUTH OF
 FJ0158'FENCE PARALLELING RAILROAD.  A STANDARD DISK IN A CONCRETE
 FJ0158'POST.
 FJ0158
 FJ0158                          STATION RECOVERY (1971)
 FJ0158
 FJ0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0105 ***********************************************************************
 FJ0105  DESIGNATION -  F 149
 FJ0105  PID         -  FJ0105
 FJ0105  STATE/COUNTY-  OK/SEMINOLE
 FJ0105  COUNTRY     -  US
 FJ0105  USGS QUAD   -  SEMINOLE (2018)
 FJ0105
 FJ0105                         *CURRENT SURVEY CONTROL
 FJ0105  ______________________________________________________________________
 FJ0105* NAD 83(1986) POSITION- 35 13 18.     (N) 096 41 15.     (W)   SCALED
 FJ0105* NAVD 88 ORTHO HEIGHT -   262.295 (meters)      860.55  (feet) ADJUSTED
 FJ0105  ______________________________________________________________________
 FJ0105  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FJ0105  DYNAMIC HEIGHT  -        262.043 (meters)      859.72  (feet) COMP
 FJ0105  MODELED GRAVITY -    979,669.6   (mgal)                       NAVD 88
 FJ0105
 FJ0105  VERT ORDER      -  SECOND    CLASS 0
 FJ0105
 FJ0105.The horizontal coordinates were scaled from a map and have
 FJ0105.an estimated accuracy of +/- 6 seconds.
 FJ0105
 FJ0105.The orthometric height was determined by differential leveling and
 FJ0105.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0105.in June 1991.
 FJ0105
 FJ0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0105.GEOID18 height accuracy estimate available here.
 FJ0105
 FJ0105.Click photographs - Photos may exist for this station.
 FJ0105
 FJ0105.The dynamic height is computed by dividing the NAVD 88
 FJ0105.geopotential number by the normal gravity value computed on the
 FJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0105.degrees latitude (g = 980.6199 gals.).
 FJ0105
 FJ0105.The modeled gravity was interpolated from observed gravity values.
 FJ0105
 FJ0105;                    North         East    Units  Estimated Accuracy
 FJ0105;SPC OK S     -   210,240.      719,490.      MT  (+/- 180 meters Scaled)
 FJ0105
 FJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE104000(NAD 83)
 FJ0105
 FJ0105                          SUPERSEDED SURVEY CONTROL
 FJ0105
 FJ0105  NGVD 29 (??/??/92)  262.201  (m)          860.24   (f) ADJ UNCH    2 0
 FJ0105
 FJ0105.Superseded values are not recommended for survey control.
 FJ0105
 FJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0105.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0105
 FJ0105_MARKER: DB = BENCH MARK DISK
 FJ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0105_STAMPING: F 149 1934
 FJ0105_MARK LOGO: CGS
 FJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0105+STABILITY: SURFACE MOTION
 FJ0105
 FJ0105  HISTORY     - Date     Condition        Report By
 FJ0105  HISTORY     - 1934     MONUMENTED       CGS
 FJ0105  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0105
 FJ0105                          STATION DESCRIPTION
 FJ0105
 FJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0105'1.2 MI W FROM SEMINOLE.
 FJ0105'1.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0105'RAILWAY FROM THE STATION AT SEMINOLE, SEMINOLE COUNTY, 120
 FJ0105'FEET WEST OF POLE 432+10, 225 FEET NORTH OF THE TAUBMAN SUPPLY
 FJ0105'CORPORATION BUILDING, AT A COUNTY-ROAD CROSSING, 45.5 FEET SOUTH
 FJ0105'OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE
 FJ0105'OF THE ROAD, 7.5 FEET EAST OF A FENCE CORNER, AND 0.9 FOOT NORTH
 FJ0105'OF AN IRON FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 FJ0105'STAMPED F 149 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0105
 FJ0105                          STATION RECOVERY (1971)
 FJ0105
 FJ0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0036 ***********************************************************************
 DN0036  DESIGNATION -  F 15
 DN0036  PID         -  DN0036
 DN0036  STATE/COUNTY-  OK/BRYAN
 DN0036  COUNTRY     -  US
 DN0036  USGS QUAD   -  DURANT SOUTH (2018)
 DN0036
 DN0036                         *CURRENT SURVEY CONTROL
 DN0036  ______________________________________________________________________
 DN0036* NAD 83(1986) POSITION- 33 58 02.     (N) 096 23 27.     (W)   SCALED
 DN0036* NAVD 88 ORTHO HEIGHT -   201.338 (meters)      660.56  (feet) ADJUSTED
 DN0036  ______________________________________________________________________
 DN0036  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DN0036  DYNAMIC HEIGHT  -        201.128 (meters)      659.87  (feet) COMP
 DN0036  MODELED GRAVITY -    979,587.4   (mgal)                       NAVD 88
 DN0036
 DN0036  VERT ORDER      -  FIRST     CLASS II
 DN0036
 DN0036.The horizontal coordinates were scaled from a map and have
 DN0036.an estimated accuracy of +/- 6 seconds.
 DN0036
 DN0036.The orthometric height was determined by differential leveling and
 DN0036.adjusted by the NATIONAL GEODETIC SURVEY
 DN0036.in June 1991.
 DN0036
 DN0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0036.GEOID18 height accuracy estimate available here.
 DN0036
 DN0036.Click photographs - Photos may exist for this station.
 DN0036
 DN0036.The dynamic height is computed by dividing the NAVD 88
 DN0036.geopotential number by the normal gravity value computed on the
 DN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0036.degrees latitude (g = 980.6199 gals.).
 DN0036
 DN0036.The modeled gravity was interpolated from observed gravity values.
 DN0036
 DN0036;                    North         East    Units  Estimated Accuracy
 DN0036;SPC OK S     -    71,500.      748,710.      MT  (+/- 180 meters Scaled)
 DN0036
 DN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC410615(NAD 83)
 DN0036
 DN0036                          SUPERSEDED SURVEY CONTROL
 DN0036
 DN0036  NGVD 29 (??/??/92)  201.265  (m)          660.32   (f) ADJ UNCH    1 2
 DN0036
 DN0036.Superseded values are not recommended for survey control.
 DN0036
 DN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0036.See file dsdata.pdf to determine how the superseded data were derived.
 DN0036
 DN0036_MARKER: DB = BENCH MARK DISK
 DN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0036_STAMPING: F 15 1933 660.317
 DN0036_MARK LOGO: CGS
 DN0036_PROJECTION: PROJECTING 5 CENTIMETERS
 DN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0036+STABILITY: SURFACE MOTION
 DN0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0036+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2007
 DN0036
 DN0036  HISTORY     - Date     Condition        Report By
 DN0036  HISTORY     - 1933     MONUMENTED       CGS
 DN0036  HISTORY     - 1967     MARK NOT FOUND   CGS
 DN0036  HISTORY     - 1986     GOOD             NGS
 DN0036  HISTORY     - 20070220 GOOD             AIRDAT
 DN0036
 DN0036                          STATION DESCRIPTION
 DN0036
 DN0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0036'1.8 MI S FROM DURANT.
 DN0036'1.8 MI. SOUTH ON THE M.K.T. R.R.  ABOUT 1500 FT. SOUTH OF MILEPOST
 DN0036'643, 60 FT. WEST OF WEST TRACK, 50 FT. NORTH OF OLD RAILROAD CROSSING,
 DN0036'AND ABOUT 525 FT. SOUTH OF CONCRETE CULVERT UNDER RAILROAD.
 DN0036
 DN0036                          STATION RECOVERY (1967)
 DN0036
 DN0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 DN0036'MARK NOT FOUND.
 DN0036
 DN0036                          STATION RECOVERY (1986)
 DN0036
 DN0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0036'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 DN0036'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE FROM ITS
 DN0036'JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, 77.4 M (253.9 FT) SOUTHEAST
 DN0036'OF THE CENTERLINE OF THE HIGHWAY, 20.2 M (66.3 FT) NORTHEAST OF THE
 DN0036'CENTET OF A DIRT ROAD, 17.7 M (58.1 FT) NORTHWEST OF THE NEAR RAIL OF
 DN0036'THE MISSOURI KANSAS TEXAS RAILROAD, AND 9.3 M (30.5 FT) SOUTHWEST OF A
 DN0036'UTILITY POLE.  NOTE--THE DESIGNATION AND DATE HAVE BEEN OBLITERATE.
 DN0036'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DN0036'THE MARK IS 0.3 M ABOVE THE ROAD.
 DN0036
 DN0036                          STATION RECOVERY (2007)
 DN0036
 DN0036'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 DN0036'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0249 ***********************************************************************
 GK0249  DESIGNATION -  F 15
 GK0249  PID         -  GK0249
 GK0249  STATE/COUNTY-  OK/TEXAS
 GK0249  COUNTRY     -  US
 GK0249  USGS QUAD   -  HOOKER (2018)
 GK0249
 GK0249                         *CURRENT SURVEY CONTROL
 GK0249  ______________________________________________________________________
 GK0249* NAD 83(1986) POSITION- 36 50 32.     (N) 101 14 07.     (W)   SCALED
 GK0249* NAVD 88 ORTHO HEIGHT -   911.958 (meters)     2991.98  (feet) ADJUSTED
 GK0249  ______________________________________________________________________
 GK0249  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 GK0249  DYNAMIC HEIGHT  -        911.035 (meters)     2988.95  (feet) COMP
 GK0249  MODELED GRAVITY -    979,589.2   (mgal)                       NAVD 88
 GK0249
 GK0249  VERT ORDER      -  FIRST     CLASS II
 GK0249
 GK0249.The horizontal coordinates were scaled from a map and have
 GK0249.an estimated accuracy of +/- 6 seconds.
 GK0249
 GK0249.The orthometric height was determined by differential leveling and
 GK0249.adjusted by the NATIONAL GEODETIC SURVEY
 GK0249.in June 1991.
 GK0249
 GK0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0249.GEOID18 height accuracy estimate available here.
 GK0249
 GK0249.Click photographs - Photos may exist for this station.
 GK0249
 GK0249.The dynamic height is computed by dividing the NAVD 88
 GK0249.geopotential number by the normal gravity value computed on the
 GK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0249.degrees latitude (g = 980.6199 gals.).
 GK0249
 GK0249.The modeled gravity was interpolated from observed gravity values.
 GK0249
 GK0249;                    North         East    Units  Estimated Accuracy
 GK0249;SPC OK N     -   209,220.      311,480.      MT  (+/- 180 meters Scaled)
 GK0249
 GK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF006797(NAD 83)
 GK0249
 GK0249                          SUPERSEDED SURVEY CONTROL
 GK0249
 GK0249  NGVD 29 (??/??/92)  911.541  (m)         2990.61   (f) ADJ UNCH    1 2
 GK0249
 GK0249.Superseded values are not recommended for survey control.
 GK0249
 GK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0249.See file dsdata.pdf to determine how the superseded data were derived.
 GK0249
 GK0249_MARKER: DB = BENCH MARK DISK
 GK0249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0249_SP_SET: CULVERT HEADWALL
 GK0249_STAMPING: F 15 1935
 GK0249_MARK LOGO: CGS
 GK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0249+STABILITY: SURFACE MOTION
 GK0249
 GK0249  HISTORY     - Date     Condition        Report By
 GK0249  HISTORY     - 1933     MONUMENTED       CGS
 GK0249
 GK0249                          STATION DESCRIPTION
 GK0249
 GK0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0249'1.8 MI SE FROM HOOKER.
 GK0249'1.8 MILES SOUTHWEST OF HOOKER DEPOT ALONG THE ROCK ISLAND RAIL ROAD 5
 GK0249'POLES SOUTH WEST OF MILE POLE NO. 456 AND 1 POLE SOUTH WEST OF YARD
 GK0249'LIMIT SIGN.  SET IN HEADWALL OF HIGHWAY CONCRETE BOX CULVERT AT THE
 GK0249'NORTH EAST END OF THE NORTH WEST HEADWALL 80 F. SOUTH EAST OF THE
 GK0249'CENTER LINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0293 ***********************************************************************
 EL0293  DESIGNATION -  F 150
 EL0293  PID         -  EL0293
 EL0293  STATE/COUNTY-  OK/PONTOTOC
 EL0293  COUNTRY     -  US
 EL0293  USGS QUAD   -  ADA (2018)
 EL0293
 EL0293                         *CURRENT SURVEY CONTROL
 EL0293  ______________________________________________________________________
 EL0293* NAD 83(1986) POSITION- 34 48 00.     (N) 096 40 41.     (W)   SCALED
 EL0293* NAVD 88 ORTHO HEIGHT -   299.795 (meters)      983.58  (feet) ADJUSTED
 EL0293  ______________________________________________________________________
 EL0293  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 EL0293  DYNAMIC HEIGHT  -        299.501 (meters)      982.61  (feet) COMP
 EL0293  MODELED GRAVITY -    979,648.7   (mgal)                       NAVD 88
 EL0293
 EL0293  VERT ORDER      -  SECOND    CLASS 0
 EL0293
 EL0293.The horizontal coordinates were scaled from a map and have
 EL0293.an estimated accuracy of +/- 6 seconds.
 EL0293
 EL0293.The orthometric height was determined by differential leveling and
 EL0293.adjusted by the NATIONAL GEODETIC SURVEY
 EL0293.in June 1991.
 EL0293
 EL0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0293.GEOID18 height accuracy estimate available here.
 EL0293
 EL0293.Click photographs - Photos may exist for this station.
 EL0293
 EL0293.The dynamic height is computed by dividing the NAVD 88
 EL0293.geopotential number by the normal gravity value computed on the
 EL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0293.degrees latitude (g = 980.6199 gals.).
 EL0293
 EL0293.The modeled gravity was interpolated from observed gravity values.
 EL0293
 EL0293;                    North         East    Units  Estimated Accuracy
 EL0293;SPC OK S     -   163,480.      720,960.      MT  (+/- 180 meters Scaled)
 EL0293
 EL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD124533(NAD 83)
 EL0293
 EL0293                          SUPERSEDED SURVEY CONTROL
 EL0293
 EL0293  NGVD 29 (??/??/92)  299.697  (m)          983.26   (f) ADJ UNCH    2 0
 EL0293
 EL0293.Superseded values are not recommended for survey control.
 EL0293
 EL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0293.See file dsdata.pdf to determine how the superseded data were derived.
 EL0293
 EL0293_MARKER: DB = BENCH MARK DISK
 EL0293_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0293_STAMPING: F 150 1934
 EL0293_MARK LOGO: CGS
 EL0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0293
 EL0293  HISTORY     - Date     Condition        Report By
 EL0293  HISTORY     - 1934     MONUMENTED       CGS
 EL0293
 EL0293                          STATION DESCRIPTION
 EL0293
 EL0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0293'2 MI N FROM ADA.
 EL0293'2.0 MILES NORTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 EL0293'ABOUT 150 FEET SOUTH OF STATE HWY. 48 AT RAILROAD CROSSING, 102.7
 EL0293'FEET NORTHWEST OF M.P. 83, 66.7 FEET NORTHWEST OF YARD LIMIT
 EL0293'SIGN, 59.1 FEET EAST OF CENTERLINE OF STATE HWY. 48, 49.1 FEET
 EL0293'SOUTHEAST OF EAST END OF CONCRETE CULVERT UNDER HIGHWAY, 48.1
 EL0293'FEET WEST OF CENTERLINE OF O.C.A.A.RY., 1.7 FEET EAST OF FENCE
 EL0293'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0097 ***********************************************************************
 EM0097  DESIGNATION -  F 151
 EM0097  PID         -  EM0097
 EM0097  STATE/COUNTY-  OK/TILLMAN
 EM0097  COUNTRY     -  US
 EM0097  USGS QUAD   -  HOLLISTER (2018)
 EM0097
 EM0097                         *CURRENT SURVEY CONTROL
 EM0097  ______________________________________________________________________
 EM0097* NAD 83(1986) POSITION- 34 20 42.     (N) 098 52 15.     (W)   SCALED
 EM0097* NAVD 88 ORTHO HEIGHT -   343.456 (meters)     1126.82  (feet) ADJUSTED
 EM0097  ______________________________________________________________________
 EM0097  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 EM0097  DYNAMIC HEIGHT  -        343.085 (meters)     1125.60  (feet) COMP
 EM0097  MODELED GRAVITY -    979,545.3   (mgal)                       NAVD 88
 EM0097
 EM0097  VERT ORDER      -  SECOND    CLASS 0
 EM0097
 EM0097.The horizontal coordinates were scaled from a map and have
 EM0097.an estimated accuracy of +/- 6 seconds.
 EM0097
 EM0097.The orthometric height was determined by differential leveling and
 EM0097.adjusted by the NATIONAL GEODETIC SURVEY
 EM0097.in June 1991.
 EM0097
 EM0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0097.GEOID18 height accuracy estimate available here.
 EM0097
 EM0097.Click photographs - Photos may exist for this station.
 EM0097
 EM0097.The dynamic height is computed by dividing the NAVD 88
 EM0097.geopotential number by the normal gravity value computed on the
 EM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0097.degrees latitude (g = 980.6199 gals.).
 EM0097
 EM0097.The modeled gravity was interpolated from observed gravity values.
 EM0097
 EM0097;                    North         East    Units  Estimated Accuracy
 EM0097;SPC OK S     -   112,560.      519,880.      MT  (+/- 180 meters Scaled)
 EM0097
 EM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND118004(NAD 83)
 EM0097
 EM0097                          SUPERSEDED SURVEY CONTROL
 EM0097
 EM0097  NGVD 29 (??/??/92)  343.330  (m)         1126.41   (f) ADJ UNCH    2 0
 EM0097
 EM0097.Superseded values are not recommended for survey control.
 EM0097
 EM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0097.See file dsdata.pdf to determine how the superseded data were derived.
 EM0097
 EM0097_MARKER: DB = BENCH MARK DISK
 EM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0097_STAMPING: F 151 1934
 EM0097_MARK LOGO: CGS
 EM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0097+STABILITY: SURFACE MOTION
 EM0097
 EM0097  HISTORY     - Date     Condition        Report By
 EM0097  HISTORY     - 1934     MONUMENTED       CGS
 EM0097  HISTORY     - 1963     GOOD             CGS
 EM0097
 EM0097                          STATION DESCRIPTION
 EM0097
 EM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0097'IN HOLLISTER.
 EM0097'170 FEET NORTHEAST OF NORTHEAST CORNER OF HOLLISTER R.R. STATION.  103
 EM0097'FEET EAST OF CENTERLINE OF CROSS SECTION ROAD.  66.4 FEET EAST OF
 EM0097'SOUTHWEST CONCRETE FENCE CORNER POST, 1.7 FEET IN DIAMETER AND 4.8
 EM0097'FEET HIGH.  42.5 FEET NORTH OF CENTERLINE OF MO-KANS-TEXAS R.R. MAIN
 EM0097'LINE TRACK.  6.4 FEET SOUTH OF RIGHT OF WAY FENCE.  5 FEET EAST OF
 EM0097'MILEPOST 41 (WESTERN UNION TELEGRAPH POLE NO. 7153.)
 EM0097
 EM0097                          STATION RECOVERY (1963)
 EM0097
 EM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0056 ***********************************************************************
 EM0056  DESIGNATION -  F 152
 EM0056  PID         -  EM0056
 EM0056  STATE/COUNTY-  OK/COTTON
 EM0056  COUNTRY     -  US
 EM0056  USGS QUAD   -  HOOPER (2019)
 EM0056
 EM0056                         *CURRENT SURVEY CONTROL
 EM0056  ______________________________________________________________________
 EM0056* NAD 83(1986) POSITION- 34 14 47.     (N) 098 10 24.     (W)   SCALED
 EM0056* NAVD 88 ORTHO HEIGHT -   293.749 (meters)      963.74  (feet) POSTED
 EM0056  ______________________________________________________________________
 EM0056  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 EM0056  DYNAMIC HEIGHT  -        293.46  (meters)      962.8   (feet) COMP
 EM0056  MODELED GRAVITY -    979,636.3   (mgal)                       NAVD 88
 EM0056
 EM0056  VERT ORDER      -  * POSTED, SEE BELOW
 EM0056
 EM0056.The horizontal coordinates were scaled from a map and have
 EM0056.an estimated accuracy of +/- 6 seconds.
 EM0056
 EM0056.The orthometric height was determined by differential leveling
 EM0056.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0056
 EM0056.* This is a POSTED BENCH MARK height.
 EM0056
 EM0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0056.GEOID18 height accuracy estimate available here.
 EM0056
 EM0056.Click photographs - Photos may exist for this station.
 EM0056
 EM0056.The dynamic height is computed by dividing the NAVD 88
 EM0056.geopotential number by the normal gravity value computed on the
 EM0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0056.degrees latitude (g = 980.6199 gals.).
 EM0056
 EM0056.The modeled gravity was interpolated from observed gravity values.
 EM0056
 EM0056;                    North         East    Units  Estimated Accuracy
 EM0056;SPC OK S     -   101,290.      584,030.      MT  (+/- 180 meters Scaled)
 EM0056
 EM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC761897(NAD 83)
 EM0056
 EM0056                          SUPERSEDED SURVEY CONTROL
 EM0056
 EM0056  NGVD 29 (??/??/92)  293.678  (m)          963.51   (f) ADJ UNCH    2 0
 EM0056
 EM0056.Superseded values are not recommended for survey control.
 EM0056
 EM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0056.See file dsdata.pdf to determine how the superseded data were derived.
 EM0056
 EM0056_MARKER: DB = BENCH MARK DISK
 EM0056_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0056_STAMPING: F 152 1934
 EM0056_MARK LOGO: CGS
 EM0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0056
 EM0056  HISTORY     - Date     Condition        Report By
 EM0056  HISTORY     - 1934     MONUMENTED       CGS
 EM0056  HISTORY     - 1963     GOOD             CGS
 EM0056
 EM0056                          STATION DESCRIPTION
 EM0056
 EM0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0056'4.8 MI NW FROM HASTINGS.
 EM0056'4.8 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY, FROM DEPOT 720 FEET
 EM0056'EAST OF GATEWAY TO A GREY FARM HOUSE. 105 FEET NORTHEAST OF CENTER OF
 EM0056'A SECTION ROAD CROSSING.  36 FEET WEST OF CENTER OF TRACKS.  24 FEET
 EM0056'WEST OF WEST END OF CATTLE GUARD.  16 FEET EAST OF RIGHT OF WAY FENCE
 EM0056'CORNER.  2 FEET SOUTH OF RIGHT OF WAY FENCE LINE RUNNING EAST-WEST.
 EM0056'TABLET SET IN PRECAST CONCRETE POST.
 EM0056
 EM0056                          STATION RECOVERY (1963)
 EM0056
 EM0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0073 ***********************************************************************
 EM0073  DESIGNATION -  F 153
 EM0073  PID         -  EM0073
 EM0073  STATE/COUNTY-  OK/COTTON
 EM0073  COUNTRY     -  US
 EM0073  USGS QUAD   -  COOKIETOWN (2018)
 EM0073
 EM0073                         *CURRENT SURVEY CONTROL
 EM0073  ______________________________________________________________________
 EM0073* NAD 83(1986) POSITION- 34 21 43.     (N) 098 28 10.     (W)   SCALED
 EM0073* NAVD 88 ORTHO HEIGHT -   312.704 (meters)     1025.93  (feet) ADJUSTED
 EM0073  ______________________________________________________________________
 EM0073  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 EM0073  DYNAMIC HEIGHT  -        312.385 (meters)     1024.88  (feet) COMP
 EM0073  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 EM0073
 EM0073  VERT ORDER      -  SECOND    CLASS 0
 EM0073
 EM0073.The horizontal coordinates were scaled from a map and have
 EM0073.an estimated accuracy of +/- 6 seconds.
 EM0073
 EM0073.The orthometric height was determined by differential leveling and
 EM0073.adjusted by the NATIONAL GEODETIC SURVEY
 EM0073.in June 1991.
 EM0073
 EM0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0073.GEOID18 height accuracy estimate available here.
 EM0073
 EM0073.Click photographs - Photos may exist for this station.
 EM0073
 EM0073.The dynamic height is computed by dividing the NAVD 88
 EM0073.geopotential number by the normal gravity value computed on the
 EM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0073.degrees latitude (g = 980.6199 gals.).
 EM0073
 EM0073.The modeled gravity was interpolated from observed gravity values.
 EM0073
 EM0073;                    North         East    Units  Estimated Accuracy
 EM0073;SPC OK S     -   114,200.      556,820.      MT  (+/- 180 meters Scaled)
 EM0073
 EM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND487024(NAD 83)
 EM0073
 EM0073                          SUPERSEDED SURVEY CONTROL
 EM0073
 EM0073  NGVD 29 (??/??/92)  312.625  (m)         1025.67   (f) ADJ UNCH    2 0
 EM0073
 EM0073.Superseded values are not recommended for survey control.
 EM0073
 EM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0073.See file dsdata.pdf to determine how the superseded data were derived.
 EM0073
 EM0073_MARKER: DB = BENCH MARK DISK
 EM0073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0073_SP_SET: CULVERT HEADWALL
 EM0073_STAMPING: F 153 1934
 EM0073_MARK LOGO: CGS
 EM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0073+STABILITY: SURFACE MOTION
 EM0073
 EM0073  HISTORY     - Date     Condition        Report By
 EM0073  HISTORY     - 1934     MONUMENTED       CGS
 EM0073  HISTORY     - 1963     GOOD             CGS
 EM0073
 EM0073                          STATION DESCRIPTION
 EM0073
 EM0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0073'9.3 MI W FROM WALTERS.
 EM0073'9.3 MILES WEST OF WALTERS WATER TANK, ALONG U.S. HWY. 70 BRONZE TABLET
 EM0073'IN EAST HEADWALL OF CULVERT FOR CROSS ROAD.  SOUTHEAST CORNER OF
 EM0073'INTERSECTION.  DIAGONAL CORNER FROM PECAN GROVE SCHOOL, DIST. 221. 45
 EM0073'FEET SOUTH OF CENTERLINE OF U.S. HWY. 70.  22.5 FEET WEST OF NORTHWEST
 EM0073'FENCE CORNER.  14 FEET EAST OF CENTERLINE OF CROSS SECTION ROAD.
 EM0073
 EM0073                          STATION RECOVERY (1963)
 EM0073
 EM0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0513 ***********************************************************************
 EL0513  DESIGNATION -  F 155
 EL0513  PID         -  EL0513
 EL0513  STATE/COUNTY-  OK/STEPHENS
 EL0513  COUNTRY     -  US
 EL0513  USGS QUAD   -  HARRISBURG (2018)
 EL0513
 EL0513                         *CURRENT SURVEY CONTROL
 EL0513  ______________________________________________________________________
 EL0513* NAD 83(1986) POSITION- 34 28 54.     (N) 097 46 13.     (W)   SCALED
 EL0513* NAVD 88 ORTHO HEIGHT -   345.037 (meters)     1132.01  (feet) ADJUSTED
 EL0513  ______________________________________________________________________
 EL0513  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 EL0513  DYNAMIC HEIGHT  -        344.681 (meters)     1130.84  (feet) COMP
 EL0513  MODELED GRAVITY -    979,594.4   (mgal)                       NAVD 88
 EL0513
 EL0513  VERT ORDER      -  SECOND    CLASS 0
 EL0513
 EL0513.The horizontal coordinates were scaled from a map and have
 EL0513.an estimated accuracy of +/- 6 seconds.
 EL0513
 EL0513.The orthometric height was determined by differential leveling and
 EL0513.adjusted by the NATIONAL GEODETIC SURVEY
 EL0513.in June 1991.
 EL0513
 EL0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0513.GEOID18 height accuracy estimate available here.
 EL0513
 EL0513.Click photographs - Photos may exist for this station.
 EL0513
 EL0513.The dynamic height is computed by dividing the NAVD 88
 EL0513.geopotential number by the normal gravity value computed on the
 EL0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0513.degrees latitude (g = 980.6199 gals.).
 EL0513
 EL0513.The modeled gravity was interpolated from observed gravity values.
 EL0513
 EL0513;                    North         East    Units  Estimated Accuracy
 EL0513;SPC OK S     -   127,400.      621,100.      MT  (+/- 180 meters Scaled)
 EL0513
 EL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD129162(NAD 83)
 EL0513
 EL0513                          SUPERSEDED SURVEY CONTROL
 EL0513
 EL0513  NGVD 29 (??/??/92)  344.948  (m)         1131.72   (f) ADJ UNCH    2 0
 EL0513
 EL0513.Superseded values are not recommended for survey control.
 EL0513
 EL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0513.See file dsdata.pdf to determine how the superseded data were derived.
 EL0513
 EL0513_MARKER: DB = BENCH MARK DISK
 EL0513_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0513_STAMPING: F 155 1934
 EL0513_MARK LOGO: CGS
 EL0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0513
 EL0513  HISTORY     - Date     Condition        Report By
 EL0513  HISTORY     - 1934     MONUMENTED       CGS
 EL0513
 EL0513                          STATION DESCRIPTION
 EL0513
 EL0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0513'11.4 MI SE FROM DUNCAN.
 EL0513'11.4 MILES SOUTHEAST OF, ALONG ST. HWY 22, FROM POST OFFICE
 EL0513'SUMMIT OF SMALL HILL, ABOUT 0.2 MILE SOUTHEAST OF SECTION LINE
 EL0513'ROAD, ABOUT 0.1 MILE NORTHWEST OF CURVE IN HIGHWAY, 39.5 FEET
 EL0513'SOUTH OF HIGHWAY SIGN CURVE, FEET SOUTHWEST OF CENTERLINE OF
 EL0513'STATE HWY. 22, 4 FEET SOUTHEAST OF DIVISION FENCE, 1.8 FEET
 EL0513'NORTHEAST OF FENCE PARALLEL TO HIGHWAY.  TABLET SET IN PRECAST
 EL0513'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0295 ***********************************************************************
 EL0295  DESIGNATION -  F 156
 EL0295  PID         -  EL0295
 EL0295  STATE/COUNTY-  OK/JOHNSTON
 EL0295  COUNTRY     -  US
 EL0295  USGS QUAD   -  ROFF SOUTH (2018)
 EL0295
 EL0295                         *CURRENT SURVEY CONTROL
 EL0295  ______________________________________________________________________
 EL0295* NAD 83(1986) POSITION- 34 30 21.     (N) 096 51 44.     (W)   SCALED
 EL0295* NAVD 88 ORTHO HEIGHT -   372.637 (meters)     1222.56  (feet) ADJUSTED
 EL0295  ______________________________________________________________________
 EL0295  GEOID HEIGHT    -        -25.395 (meters)                     GEOID18
 EL0295  DYNAMIC HEIGHT  -        372.267 (meters)     1221.35  (feet) COMP
 EL0295  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 EL0295
 EL0295  VERT ORDER      -  SECOND    CLASS 0
 EL0295
 EL0295.The horizontal coordinates were scaled from a map and have
 EL0295.an estimated accuracy of +/- 6 seconds.
 EL0295
 EL0295.The orthometric height was determined by differential leveling and
 EL0295.adjusted by the NATIONAL GEODETIC SURVEY
 EL0295.in June 1991.
 EL0295
 EL0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0295.GEOID18 height accuracy estimate available here.
 EL0295
 EL0295.Click photographs - Photos may exist for this station.
 EL0295
 EL0295.The dynamic height is computed by dividing the NAVD 88
 EL0295.geopotential number by the normal gravity value computed on the
 EL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0295.degrees latitude (g = 980.6199 gals.).
 EL0295
 EL0295.The modeled gravity was interpolated from observed gravity values.
 EL0295
 EL0295;                    North         East    Units  Estimated Accuracy
 EL0295;SPC OK S     -   130,650.      704,480.      MT  (+/- 180 meters Scaled)
 EL0295
 EL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD962203(NAD 83)
 EL0295
 EL0295                          SUPERSEDED SURVEY CONTROL
 EL0295
 EL0295  NGVD 29 (??/??/92)  372.547  (m)         1222.26   (f) ADJ UNCH    2 0
 EL0295
 EL0295.Superseded values are not recommended for survey control.
 EL0295
 EL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0295.See file dsdata.pdf to determine how the superseded data were derived.
 EL0295
 EL0295_MARKER: DB = BENCH MARK DISK
 EL0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0295_SP_SET: CULVERT HEADWALL
 EL0295_STAMPING: F 156 1934
 EL0295_MARK LOGO: CGS
 EL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0295+STABILITY: SURFACE MOTION
 EL0295
 EL0295  HISTORY     - Date     Condition        Report By
 EL0295  HISTORY     - 1934     MONUMENTED       CGS
 EL0295
 EL0295                          STATION DESCRIPTION
 EL0295
 EL0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0295'0.9 MI S FROM SCULLIN.
 EL0295'IN JOHNSTON COUNTY, 0.9 MILE SOUTH ALONG THE ST. LOUIS-SAN
 EL0295'FRANCISCO RAILWAY FROM THE STATION AT SCULLIN, MURRAY COUNTY,
 EL0295'105 FEET NORTHWEST OF THE SECOND POLE NORTH OF MILEPOST 572,
 EL0295'AT THE CROSSING OF A ROW OF POLES, 77 FEET NORTH OF A CONCRETE
 EL0295'RAILROAD CULVERT, 58.3 FEET WEST OF THE CENTERLINE OF THE TRACK,
 EL0295'31.4 FEET NORTH OF THE NORTHWEST RIGHT-OF-WAY FENCE CORNER, IN
 EL0295'THE SOUTH HEADWALL OF A CULVERT UNDER STATE HIGHWAY 22, AND
 EL0295'22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 EL0295'DISK, STAMPED F 156 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0185 ***********************************************************************
 EL0185  DESIGNATION -  F 157
 EL0185  PID         -  EL0185
 EL0185  STATE/COUNTY-  OK/JOHNSTON
 EL0185  COUNTRY     -  US
 EL0185  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0185
 EL0185                         *CURRENT SURVEY CONTROL
 EL0185  ______________________________________________________________________
 EL0185* NAD 83(1986) POSITION- 34 16 01.     (N) 096 29 46.     (W)   SCALED
 EL0185* NAVD 88 ORTHO HEIGHT -   224.207 (meters)      735.59  (feet) ADJUSTED
 EL0185  ______________________________________________________________________
 EL0185  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 EL0185  DYNAMIC HEIGHT  -        223.989 (meters)      734.87  (feet) COMP
 EL0185  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 EL0185
 EL0185  VERT ORDER      -  SECOND    CLASS 0
 EL0185
 EL0185.The horizontal coordinates were scaled from a map and have
 EL0185.an estimated accuracy of +/- 6 seconds.
 EL0185
 EL0185.The orthometric height was determined by differential leveling and
 EL0185.adjusted by the NATIONAL GEODETIC SURVEY
 EL0185.in June 1991.
 EL0185
 EL0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0185.GEOID18 height accuracy estimate available here.
 EL0185
 EL0185.Click photographs - Photos may exist for this station.
 EL0185
 EL0185.The dynamic height is computed by dividing the NAVD 88
 EL0185.geopotential number by the normal gravity value computed on the
 EL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0185.degrees latitude (g = 980.6199 gals.).
 EL0185
 EL0185.The modeled gravity was interpolated from observed gravity values.
 EL0185
 EL0185;                    North         East    Units  Estimated Accuracy
 EL0185;SPC OK S     -   104,590.      738,490.      MT  (+/- 180 meters Scaled)
 EL0185
 EL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC305945(NAD 83)
 EL0185
 EL0185                          SUPERSEDED SURVEY CONTROL
 EL0185
 EL0185  NGVD 29 (??/??/92)  224.157  (m)          735.42   (f) ADJ UNCH    2 0
 EL0185
 EL0185.Superseded values are not recommended for survey control.
 EL0185
 EL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0185.See file dsdata.pdf to determine how the superseded data were derived.
 EL0185
 EL0185_MARKER: DB = BENCH MARK DISK
 EL0185_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0185_STAMPING: F 157 1934
 EL0185_MARK LOGO: CGS
 EL0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0185
 EL0185  HISTORY     - Date     Condition        Report By
 EL0185  HISTORY     - 1934     MONUMENTED       CGS
 EL0185  HISTORY     - 1964     POOR             USGS
 EL0185  HISTORY     - 20090218 POOR             INDIV
 EL0185
 EL0185                          STATION DESCRIPTION
 EL0185
 EL0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0185'0.6 MI SW FROM FILLMORE.
 EL0185'0.6 MILES SOUTHWEST OF, ALONG C.R.I. AND P.RY. FROM STATION, 47
 EL0185'FEET NORTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 EL0185'R.R. TRACK, 24 FEET EAST OF CENTERLINE OF CROSS ROAD, 16.6 FEET
 EL0185'NORTHWEST OF SECOND TELEGRAPH POLE SOUTHEAST OF M.P. 71, 3.2 FEET
 EL0185'EAST OF NORTHWEST R/W FENC CORNER, 2.5 FEET ABOVE TOP OF RAILS.
 EL0185
 EL0185                          STATION RECOVERY (1964)
 EL0185
 EL0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EL0185'MARK RECOVERED IN POOR CONDITION.
 EL0185
 EL0185                          STATION RECOVERY (2009)
 EL0185
 EL0185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MTR)
 EL0185'RECOVERED AS DESCRIBED UNDERSTANDING THAT RAILROAD IS NOW ABANDONED.
 EL0185'
 EL0185'DIRECTIONS TO F157 IS AS FOLLOWS - FROM THE INTERSECTION OF STATE
 EL0185'HIGHWAY 48A AND FILMORE ROAD, GO SOUTH ON FILMORE ROAD APPROXIMATELY
 EL0185'2586' AND EAST APPROXIMATELY 40.5'.
 EL0185'
 EL0185'MOMNUMENT IS IN THE PRIVATE YARD OF A GENTLEMAN NAMED CARL KEMP.
 EL0185'MONUMENT IS A BRASS DISC SET IN A PRECAST CONCRETE POST.  TOP OF DISC
 EL0185'IS APPROXIMATELY 14 INCHES ABOVE GROUND.  CONCRETE POST FEELS FIRM.
 EL0185'MONUMENT BEARS SEVERAL SCARS AND SCRAPS.  BRASS DISC CAN BE READ BY
 EL0185'READER FACING SOUTH.
 EL0185'
 EL0185'TO LOCATE MONUMENT BY SURVEY - N 33*51' E, 70.67' FROM THE 1/4 CORNER
 EL0185'BETWEEN SECTIONS 30 AND 29, T-3-S, R-8-E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0620 ***********************************************************************
 EK0620  DESIGNATION -  F 159
 EK0620  PID         -  EK0620
 EK0620  STATE/COUNTY-  OK/PITTSBURG
 EK0620  COUNTRY     -  US
 EK0620  USGS QUAD   -  KIOWA (2019)
 EK0620
 EK0620                         *CURRENT SURVEY CONTROL
 EK0620  ______________________________________________________________________
 EK0620* NAD 83(1986) POSITION- 34 42 29.     (N) 095 52 55.     (W)   SCALED
 EK0620* NAVD 88 ORTHO HEIGHT -   229.513 (meters)      752.99  (feet) ADJUSTED
 EK0620  ______________________________________________________________________
 EK0620  GEOID HEIGHT    -        -29.625 (meters)                     GEOID18
 EK0620  DYNAMIC HEIGHT  -        229.277 (meters)      752.22  (feet) COMP
 EK0620  MODELED GRAVITY -    979,601.0   (mgal)                       NAVD 88
 EK0620
 EK0620  VERT ORDER      -  SECOND    CLASS 0
 EK0620
 EK0620.The horizontal coordinates were scaled from a map and have
 EK0620.an estimated accuracy of +/- 6 seconds.
 EK0620
 EK0620.The orthometric height was determined by differential leveling and
 EK0620.adjusted by the NATIONAL GEODETIC SURVEY
 EK0620.in June 1991.
 EK0620
 EK0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0620.GEOID18 height accuracy estimate available here.
 EK0620
 EK0620.Click photographs - Photos may exist for this station.
 EK0620
 EK0620.The dynamic height is computed by dividing the NAVD 88
 EK0620.geopotential number by the normal gravity value computed on the
 EK0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0620.degrees latitude (g = 980.6199 gals.).
 EK0620
 EK0620.The modeled gravity was interpolated from observed gravity values.
 EK0620
 EK0620;                    North         East    Units  Estimated Accuracy
 EK0620;SPC OK S     -   154,530.      794,010.      MT  (+/- 180 meters Scaled)
 EK0620
 EK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU360444(NAD 83)
 EK0620
 EK0620                          SUPERSEDED SURVEY CONTROL
 EK0620
 EK0620  NGVD 29 (??/??/92)  229.406  (m)          752.64   (f) ADJ UNCH    2 0
 EK0620
 EK0620.Superseded values are not recommended for survey control.
 EK0620
 EK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0620.See file dsdata.pdf to determine how the superseded data were derived.
 EK0620
 EK0620_MARKER: DB = BENCH MARK DISK
 EK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0620_STAMPING: F 159 1934
 EK0620_MARK LOGO: CGS
 EK0620_PROJECTION: PROJECTING 30 CENTIMETERS
 EK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0620+STABILITY: SURFACE MOTION
 EK0620
 EK0620  HISTORY     - Date     Condition        Report By
 EK0620  HISTORY     - 1934     MONUMENTED       CGS
 EK0620  HISTORY     - 1965     GOOD             USGS
 EK0620
 EK0620                          STATION DESCRIPTION
 EK0620
 EK0620'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EK0620'1.5 MI W FROM PITTSBURG.
 EK0620'PITTSBURG, 1 1/2 MILE WEST OF, NEAR COR. OF SECS. 24, 25, 19
 EK0620'AND 30, T-3-N, R-13 AND 14-E 187 FT. NORTH OF CENTER LINE ROAD ST
 EK0620'T-FE. EAST AT DOUBLE POLE POWER LINE, 105 FT. NORTH OF ABANDONED
 EK0620'RR GRADE (RAILS AND TIES REMOVED) X-ING, 27 FT. EAST OF CENTER
 EK0620'LINE ROAD, A STANDARD DISK STAMPED F-159 1934 SET IN TOP OF CONC.
 EK0620'POST PROJECTING 1.0 FT. ABOVE GROUND-MARKED BY WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0599 ***********************************************************************
 EK0599  DESIGNATION -  F 16
 EK0599  PID         -  EK0599
 EK0599  STATE/COUNTY-  OK/PITTSBURG
 EK0599  COUNTRY     -  US
 EK0599  USGS QUAD   -  KIOWA (2019)
 EK0599
 EK0599                         *CURRENT SURVEY CONTROL
 EK0599  ______________________________________________________________________
 EK0599* NAD 83(2011) POSITION- 34 43 09.57817(N) 095 54 27.02957(W)   NO CHECK
 EK0599* NAD 83(2011) ELLIP HT-   197.577 (meters)        (06/27/12)   NO CHECK
 EK0599* NAD 83(2011) EPOCH   -  2010.00
 EK0599* NAVD 88 ORTHO HEIGHT -   226.860 (meters)      744.29  (feet) ADJUSTED
 EK0599  ______________________________________________________________________
 EK0599  GEOID HEIGHT    -        -29.515 (meters)                     GEOID18
 EK0599  NAD 83(2011) X  -   -540,179.059 (meters)                     COMP
 EK0599  NAD 83(2011) Y  - -5,220,513.898 (meters)                     COMP
 EK0599  NAD 83(2011) Z  -  3,612,429.638 (meters)                     COMP
 EK0599  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC18
 EK0599  DYNAMIC HEIGHT  -        226.627 (meters)      743.53  (feet) COMP
 EK0599  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EK0599
 EK0599  VERT ORDER      -  FIRST     CLASS II
 EK0599
 EK0599  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0599  Standards:
 EK0599         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0599            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0599  -------------------------------------------------------------------
 EK0599  NETWORK    1.53   3.72           0.67   0.57   1.90     -0.05181776
 EK0599  -------------------------------------------------------------------
 EK0599  Click here for local accuracies and other accuracy information.
 EK0599
 EK0599.The horizontal coordinates were established by GPS observations
 EK0599.and adjusted by the National Geodetic Survey in June 2012.
 EK0599
 EK0599.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0599.been affixed to the stable North American tectonic plate. See 
 EK0599.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0599
 EK0599.The horizontal coordinates are valid at the epoch date displayed above
 EK0599.which is a decimal equivalence of Year/Month/Day.
 EK0599
 EK0599.No horizontal observational check was made to the station.
 EK0599
 EK0599.The orthometric height was determined by differential leveling and
 EK0599.adjusted by the NATIONAL GEODETIC SURVEY
 EK0599.in June 1991.
 EK0599
 EK0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0599.GEOID18 height accuracy estimate available here.
 EK0599
 EK0599.Click photographs - Photos may exist for this station.
 EK0599
 EK0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0599
 EK0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0599
 EK0599.The ellipsoidal height was determined by GPS observations
 EK0599.and is referenced to NAD 83.
 EK0599
 EK0599.The dynamic height is computed by dividing the NAVD 88
 EK0599.geopotential number by the normal gravity value computed on the
 EK0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0599.degrees latitude (g = 980.6199 gals.).
 EK0599
 EK0599.The modeled gravity was interpolated from observed gravity values.
 EK0599
 EK0599. The following values were computed from the NAD 83(2011) position.
 EK0599
 EK0599;                    North         East     Units Scale Factor Converg.
 EK0599;SPC OK S     -   155,725.988   791,644.236   MT  0.99993871   +1 11 15.8
 EK0599;SPC OK S     -   510,911.01  2,597,252.80   sFT  0.99993871   +1 11 15.8
 EK0599;UTM  15      - 3,845,767.969   233,741.848   MT  1.00047388   -1 39 25.1
 EK0599
 EK0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0599!SPC OK S     -   0.99996899  x   0.99993871  =   0.99990770
 EK0599!UTM  15      -   0.99996899  x   1.00047388  =   1.00044285
 EK0599
 EK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3374145767(NAD 83)
 EK0599
 EK0599                          SUPERSEDED SURVEY CONTROL
 EK0599
 EK0599  NAD 83(2007)-  34 43 09.57844(N)    095 54 27.03038(W) AD(2002.00) 0
 EK0599  ELLIP H (02/10/07)  197.592  (m)                       GP(2002.00)    
 EK0599  NAD 83(1993)-  34 43 09.57832(N)    095 54 27.03030(W) AD(       ) 1
 EK0599  ELLIP H (03/07/02)  197.587  (m)                       GP(       ) 4 2
 EK0599  NAVD 88             227.09   (m)          745.0    (f) LEVELING    3  
 EK0599  NGVD 29 (??/??/92)  226.752  (m)          743.94   (f) ADJ UNCH    1 2
 EK0599
 EK0599.Superseded values are not recommended for survey control.
 EK0599
 EK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0599.See file dsdata.pdf to determine how the superseded data were derived.
 EK0599
 EK0599_MARKER: DB = BENCH MARK DISK
 EK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0599_STAMPING: F 16 1933 5A20 TT 1936 743.936
 EK0599_MARK LOGO: CGS
 EK0599_PROJECTION: PROJECTING 30 CENTIMETERS
 EK0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0599+STABILITY: SURFACE MOTION
 EK0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0599+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2013
 EK0599
 EK0599  HISTORY     - Date     Condition        Report By
 EK0599  HISTORY     - 1933     MONUMENTED       CGS
 EK0599  HISTORY     - 1965     GOOD             USGS
 EK0599  HISTORY     - 1969     GOOD             CGS
 EK0599  HISTORY     - 20010523 GOOD             MSAM
 EK0599  HISTORY     - 20130102 GOOD             GEOCAC
 EK0599
 EK0599                          STATION DESCRIPTION
 EK0599
 EK0599'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EK0599'AT KIOWA.
 EK0599'AT KIOWA, PITTSBURG COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD.
 EK0599'ABOUT 500 FT. SOUTH OF THE STATION, ABOUT 400 FT. NORTH OF
 EK0599'MILEPOST 583, 118 FT. NORTH OF SEMIPHORE 583.0, 80 FT. NORTH
 EK0599'OF A CROSSING AND 43 FT. WEST OF W. RAIL OF MAIN TRACK.
 EK0599'A STANDARD DISK SET IN TOP OF CONC. POST PROJECTING 0.6 FT.
 EK0599'ABOVE GROUND, STAMPED F-16 1933.
 EK0599
 EK0599                          STATION RECOVERY (1969)
 EK0599
 EK0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EK0599'RECOVERED IN GOOD CONDITION.
 EK0599
 EK0599                          STATION RECOVERY (2001)
 EK0599
 EK0599'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 EK0599'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 EK0599'THE STATION IS LOCATED IN KIOWA, OKLAHOMA NORTH OF THE INTERSECTION OF
 EK0599'WALNUT STREET AND JACKSON AVENUE, WITHIN THE RIGHT-OF-WAY OF UNION
 EK0599'PACIFIC RAILROAD.
 EK0599'
 EK0599'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 69 (GARFIELD
 EK0599'AVENUE) AND STATE ROAD 63 (EIGHTH STREET) IN KIOWA, OKLAHOMA, GO
 EK0599'WEST-NORTHWEST 0.50 KM (0.3 MI) ON EIGHTH STREET TO THE INTERSECTION
 EK0599'OF
 EK0599'HARRISON AVENUE AND EIGHTH STREET. TURN LEFT, SOUTHWEST, ON HARRISON
 EK0599'AVENUE, TRAVEL 0.4 KM (0.25 MI) TO THE INTERSECTION OF WALNUT STREET
 EK0599'AND
 EK0599'HARRISON AVENUE. TURN RIGHT, WEST-NORTHWEST, ON WALNUT STREET,
 EK0599'TRAVEL 0.10 KM (0.10 MI) CROSSING RAILROAD TRACKS TO THE INTERSECTION
 EK0599'OF
 EK0599'JACKSON AVENUE AND WALNUT. TURN RIGHT, NORTH-NORTHEAST, ON JACKSON
 EK0599'AVENUE, TRAVEL 20 M (65.6 FT) TO STATION ON YOUR RIGHT.
 EK0599'
 EK0599'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCHMARK DISK IN
 EK0599'CONCRETE
 EK0599'POST PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE EXISTING GROUND.
 EK0599'ADDITIONAL
 EK0599'STAMPING  5A20, TT1936, 743.936. IT IS 13.8 M (45.3 FT) WEST NORTHWEST
 EK0599'AND
 EK0599'PERPENDICULAR TO A NAIL AND SHINER IN THE CENTER LINE OF EXISTING
 EK0599'RAILROAD TRACKS, 11.5 M (37.7 FT) NORTH OF A NAIL AND SHINER IN
 EK0599'ANTENNA POLE
 EK0599'FOR CPU 583 RAILROAD EQUIPMENT BUILDING, 9.8 M (32.2 FT) NORTHEAST OF
 EK0599'THE
 EK0599'NORTH CORNER OF CPU 583 RAILROAD EQUIPMENT BUILDING 0.5 M (1.5 FT )
 EK0599'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, 0.5 M (1.5 FT)
 EK0599'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 EK0599
 EK0599                          STATION RECOVERY (2013)
 EK0599
 EK0599'RECOVERY NOTE BY GEOCACHING 2013 (NDR)
 EK0599'DIRECTIONS TO MARK IS ACCURATE.  I UPLOADED PICTURES VIA GEOCACHING,
 EK0599'ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0460 ***********************************************************************
 EK0460  DESIGNATION -  F 160
 EK0460  PID         -  EK0460
 EK0460  STATE/COUNTY-  OK/LATIMER
 EK0460  COUNTRY     -  US
 EK0460  USGS QUAD   -  WILBURTON (2018)
 EK0460
 EK0460                         *CURRENT SURVEY CONTROL
 EK0460  ______________________________________________________________________
 EK0460* NAD 83(1986) POSITION- 34 59 40.38   (N) 095 20 58.08   (W)   HD_HELD1
 EK0460* NAVD 88 ORTHO HEIGHT -   264.821 (meters)      868.83  (feet) ADJUSTED
 EK0460  ______________________________________________________________________
 EK0460  GEOID HEIGHT    -        -30.907 (meters)                     GEOID18
 EK0460  DYNAMIC HEIGHT  -        264.550 (meters)      867.94  (feet) COMP
 EK0460  MODELED GRAVITY -    979,604.6   (mgal)                       NAVD 88
 EK0460
 EK0460  VERT ORDER      -  SECOND    CLASS 0
 EK0460
 EK0460.The horizontal coordinates were determined by differentially corrected
 EK0460.hand held GPS observations or other comparable positioning techniques
 EK0460.and have an estimated accuracy of +/- 3 meters.
 EK0460
 EK0460.The orthometric height was determined by differential leveling and
 EK0460.adjusted by the NATIONAL GEODETIC SURVEY
 EK0460.in June 1991.
 EK0460
 EK0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0460.GEOID18 height accuracy estimate available here.
 EK0460
 EK0460.Click photographs - Photos may exist for this station.
 EK0460
 EK0460.The dynamic height is computed by dividing the NAVD 88
 EK0460.geopotential number by the normal gravity value computed on the
 EK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0460.degrees latitude (g = 980.6199 gals.).
 EK0460
 EK0460.The modeled gravity was interpolated from observed gravity values.
 EK0460
 EK0460;                    North         East    Units  Estimated Accuracy
 EK0460;SPC OK S     -   187,447.3     841,941.3     MT  (+/- 3 meters HH1 GPS) 
 EK0460
 EK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8557274960(NAD 83)
 EK0460
 EK0460                          SUPERSEDED SURVEY CONTROL
 EK0460
 EK0460  NGVD 29 (??/??/92)  264.703  (m)          868.45   (f) ADJ UNCH    2 0
 EK0460
 EK0460.Superseded values are not recommended for survey control.
 EK0460
 EK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0460.See file dsdata.pdf to determine how the superseded data were derived.
 EK0460
 EK0460_MARKER: DB = BENCH MARK DISK
 EK0460_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0460_STAMPING: F 160 1934
 EK0460_MARK LOGO: CGS
 EK0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0460
 EK0460  HISTORY     - Date     Condition        Report By
 EK0460  HISTORY     - 1934     MONUMENTED       CGS
 EK0460  HISTORY     - 1988     GOOD             USPSQD
 EK0460
 EK0460                          STATION DESCRIPTION
 EK0460
 EK0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0460'7.4 MI N FROM WILBURTON.
 EK0460'7.4 MILES NORTH OF WILBURTON RY STA, AT C.C.C. CAMP, 138 FEET
 EK0460'SOUTHEAST OF EAST CORNER OF MESS HALL, 96 FEET EAST OF EAST
 EK0460'CORNER OF OFFICE BUILDING, 34 FEET NORTHWEST OF CENTERLINE OF
 EK0460'STATE HWY. 2, 33 FEET SOUTHWEST OF MAIN ENTRANCE TO CAMP.  TABLET
 EK0460'SET IN PRECAST CONCRETE POST.
 EK0460
 EK0460                          STATION RECOVERY (1988)
 EK0460
 EK0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0545 ***********************************************************************
 FH0545  DESIGNATION -  F 161
 FH0545  PID         -  FH0545
 FH0545  STATE/COUNTY-  OK/MUSKOGEE
 FH0545  COUNTRY     -  US
 FH0545  USGS QUAD   -  KEEFTON (2018)
 FH0545
 FH0545                         *CURRENT SURVEY CONTROL
 FH0545  ______________________________________________________________________
 FH0545* NAD 83(1986) POSITION- 35 32 10.     (N) 095 20 29.     (W)   SCALED
 FH0545* NAVD 88 ORTHO HEIGHT -   162.931 (meters)      534.55  (feet) ADJUSTED
 FH0545  ______________________________________________________________________
 FH0545  GEOID HEIGHT    -        -29.764 (meters)                     GEOID18
 FH0545  DYNAMIC HEIGHT  -        162.780 (meters)      534.05  (feet) COMP
 FH0545  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 FH0545
 FH0545  VERT ORDER      -  SECOND    CLASS 0
 FH0545
 FH0545.The horizontal coordinates were scaled from a map and have
 FH0545.an estimated accuracy of +/- 6 seconds.
 FH0545
 FH0545.The orthometric height was determined by differential leveling and
 FH0545.adjusted by the NATIONAL GEODETIC SURVEY
 FH0545.in June 1991.
 FH0545
 FH0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0545.GEOID18 height accuracy estimate available here.
 FH0545
 FH0545.Click photographs - Photos may exist for this station.
 FH0545
 FH0545.The dynamic height is computed by dividing the NAVD 88
 FH0545.geopotential number by the normal gravity value computed on the
 FH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0545.degrees latitude (g = 980.6199 gals.).
 FH0545
 FH0545.The modeled gravity was interpolated from observed gravity values.
 FH0545
 FH0545;                    North         East    Units  Estimated Accuracy
 FH0545;SPC OK N     -    62,780.      841,080.      MT  (+/- 180 meters Scaled)
 FH0545
 FH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV877350(NAD 83)
 FH0545
 FH0545                          SUPERSEDED SURVEY CONTROL
 FH0545
 FH0545  NGVD 29 (??/??/92)  162.823  (m)          534.20   (f) ADJ UNCH    2 0
 FH0545
 FH0545.Superseded values are not recommended for survey control.
 FH0545
 FH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0545.See file dsdata.pdf to determine how the superseded data were derived.
 FH0545
 FH0545_MARKER: DB = BENCH MARK DISK
 FH0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0545_STAMPING: F 161 1934
 FH0545_MARK LOGO: CGS
 FH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0545+STABILITY: SURFACE MOTION
 FH0545
 FH0545  HISTORY     - Date     Condition        Report By
 FH0545  HISTORY     - 1934     MONUMENTED       CGS
 FH0545  HISTORY     - 1960     GOOD             CGS
 FH0545
 FH0545                          STATION DESCRIPTION
 FH0545
 FH0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0545'3.9 MI N FROM WARNER.
 FH0545'3.9 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0545'STATION AT WARNER, MUSKOGEE COUNTY, 875 FEET NORTHWEST OF
 FH0545'MILEPOST 81, ABOUT 400 FEET SOUTH OF AN EAST-AND-WEST DIRT-ROAD
 FH0545'CROSSING, 225 FEET NORTHWEST OF A CONCRETE-PIPE CULVERT, 48
 FH0545'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 11.4 FEET
 FH0545'SOUTHWEST OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0154 ***********************************************************************
 GG0154  DESIGNATION -  F 163
 GG0154  PID         -  GG0154
 GG0154  STATE/COUNTY-  OK/DELAWARE
 GG0154  COUNTRY     -  US
 GG0154  USGS QUAD   -  LAKE EUCHA EAST (2018)
 GG0154
 GG0154                         *CURRENT SURVEY CONTROL
 GG0154  ______________________________________________________________________
 GG0154* NAD 83(1986) POSITION- 36 20 07.     (N) 094 46 27.     (W)   SCALED
 GG0154* NAVD 88 ORTHO HEIGHT -   327.175 (meters)     1073.41  (feet) ADJUSTED
 GG0154  ______________________________________________________________________
 GG0154  GEOID HEIGHT    -        -28.699 (meters)                     GEOID18
 GG0154  DYNAMIC HEIGHT  -        326.889 (meters)     1072.47  (feet) COMP
 GG0154  MODELED GRAVITY -    979,750.0   (mgal)                       NAVD 88
 GG0154
 GG0154  VERT ORDER      -  SECOND    CLASS 0
 GG0154
 GG0154.The horizontal coordinates were scaled from a map and have
 GG0154.an estimated accuracy of +/- 6 seconds.
 GG0154
 GG0154.The orthometric height was determined by differential leveling and
 GG0154.adjusted by the NATIONAL GEODETIC SURVEY
 GG0154.in June 1991.
 GG0154
 GG0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0154.GEOID18 height accuracy estimate available here.
 GG0154
 GG0154.Click photographs - Photos may exist for this station.
 GG0154
 GG0154.The dynamic height is computed by dividing the NAVD 88
 GG0154.geopotential number by the normal gravity value computed on the
 GG0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0154.degrees latitude (g = 980.6199 gals.).
 GG0154
 GG0154.The modeled gravity was interpolated from observed gravity values.
 GG0154
 GG0154;                    North         East    Units  Estimated Accuracy
 GG0154;SPC OK N     -   152,960.      889,550.      MT  (+/- 180 meters Scaled)
 GG0154
 GG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA407225(NAD 83)
 GG0154
 GG0154                          SUPERSEDED SURVEY CONTROL
 GG0154
 GG0154  NGVD 29 (??/??/92)  327.038  (m)         1072.96   (f) ADJ UNCH    2 0
 GG0154
 GG0154.Superseded values are not recommended for survey control.
 GG0154
 GG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0154.See file dsdata.pdf to determine how the superseded data were derived.
 GG0154
 GG0154_MARKER: DB = BENCH MARK DISK
 GG0154_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0154_STAMPING: F 163 1934
 GG0154_MARK LOGO: CGS
 GG0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0154
 GG0154  HISTORY     - Date     Condition        Report By
 GG0154  HISTORY     - 1934     MONUMENTED       CGS
 GG0154  HISTORY     - 1960     GOOD             CGS
 GG0154
 GG0154                          STATION DESCRIPTION
 GG0154
 GG0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0154'10.4 MI S FROM JAY.
 GG0154'TO REACH THIS MARK FROM THE SOUTH END OF THE SPAVINAW RIVER
 GG0154'BRIDGE GO SOUTHEAST ON U.S. HIGHWAY 59 AND STATE HIGHWAY 10 FOR
 GG0154'ABOUT 2.5 MILES TO FORKS AT A SMALL CHURCH ON LEFT, TAKE LEFT
 GG0154'FORK ON GRAVEL ROAD (OLD STATE HIGHWAY 10) FOR 1.15 MILES TO
 GG0154'MARK ON RIGHT, JUST BEFORE REACHING A ROAD FORK, ABOUT 200 FEET
 GG0154'WEST-NORTHWEST OF A FARMHOUSE, ABOUT 10 FEET NORTH OF A TREE
 GG0154'AND 10 FEET SOUTH OF THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0440 ***********************************************************************
 FH0440  DESIGNATION -  F 165
 FH0440  PID         -  FH0440
 FH0440  STATE/COUNTY-  OK/CHEROKEE
 FH0440  COUNTRY     -  US
 FH0440  USGS QUAD   -  TAHLEQUAH (2019)
 FH0440
 FH0440                         *CURRENT SURVEY CONTROL
 FH0440  ______________________________________________________________________
 FH0440* NAD 83(1986) POSITION- 35 54 55.     (N) 094 57 09.     (W)   SCALED
 FH0440* NAVD 88 ORTHO HEIGHT -   258.750 (meters)      848.92  (feet) ADJUSTED
 FH0440  ______________________________________________________________________
 FH0440  GEOID HEIGHT    -        -28.978 (meters)                     GEOID18
 FH0440  DYNAMIC HEIGHT  -        258.520 (meters)      848.16  (feet) COMP
 FH0440  MODELED GRAVITY -    979,734.8   (mgal)                       NAVD 88
 FH0440
 FH0440  VERT ORDER      -  SECOND    CLASS 0
 FH0440
 FH0440.The horizontal coordinates were scaled from a map and have
 FH0440.an estimated accuracy of +/- 6 seconds.
 FH0440
 FH0440.The orthometric height was determined by differential leveling and
 FH0440.adjusted by the NATIONAL GEODETIC SURVEY
 FH0440.in June 1991.
 FH0440
 FH0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0440.GEOID18 height accuracy estimate available here.
 FH0440
 FH0440.Click photographs - Photos may exist for this station.
 FH0440
 FH0440.The dynamic height is computed by dividing the NAVD 88
 FH0440.geopotential number by the normal gravity value computed on the
 FH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0440.degrees latitude (g = 980.6199 gals.).
 FH0440
 FH0440.The modeled gravity was interpolated from observed gravity values.
 FH0440
 FH0440;                    North         East    Units  Estimated Accuracy
 FH0440;SPC OK N     -   105,870.      875,010.      MT  (+/- 180 meters Scaled)
 FH0440
 FH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV238763(NAD 83)
 FH0440
 FH0440                          SUPERSEDED SURVEY CONTROL
 FH0440
 FH0440  NGVD 29 (??/??/92)  258.617  (m)          848.48   (f) ADJ UNCH    2 0
 FH0440
 FH0440.Superseded values are not recommended for survey control.
 FH0440
 FH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0440.See file dsdata.pdf to determine how the superseded data were derived.
 FH0440
 FH0440_MARKER: DB = BENCH MARK DISK
 FH0440_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0440_STAMPING: F 165 1934
 FH0440_MARK LOGO: CGS
 FH0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0440
 FH0440  HISTORY     - Date     Condition        Report By
 FH0440  HISTORY     - 1934     MONUMENTED       CGS
 FH0440  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0440
 FH0440                          STATION DESCRIPTION
 FH0440
 FH0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0440'1 MI E FROM TAHLEQUAH.
 FH0440'ABOUT 1 MILE EAST ALONG STATE HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 FH0440'AT TAHLEQUAH, CHEROKEE COUNTY, 2 MILES WEST OF THE JUNCTION WITH
 FH0440'U.S. HIGHWAY 62, 250 FEET WEST OF THE SUMMIT OVER A SMALL HILL,
 FH0440'125 FEET NORTH OF THE RESIDENCE OF C.E. MC CURRY, 37 FEET NORTH
 FH0440'OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET WEST OF A POLE, AND
 FH0440'2.3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED F 165 1934
 FH0440'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0643 ***********************************************************************
 EK0643  DESIGNATION -  F 166
 EK0643  PID         -  EK0643
 EK0643  STATE/COUNTY-  OK/PITTSBURG
 EK0643  COUNTRY     -  US
 EK0643  USGS QUAD   -  MCALESTER (2018)
 EK0643
 EK0643                         *CURRENT SURVEY CONTROL
 EK0643  ______________________________________________________________________
 EK0643* NAD 83(1986) POSITION- 34 55 31.     (N) 095 50 00.     (W)   SCALED
 EK0643* NAVD 88 ORTHO HEIGHT -   208.496 (meters)      684.04  (feet) ADJUSTED
 EK0643  ______________________________________________________________________
 EK0643  GEOID HEIGHT    -        -29.824 (meters)                     GEOID18
 EK0643  DYNAMIC HEIGHT  -        208.286 (meters)      683.35  (feet) COMP
 EK0643  MODELED GRAVITY -    979,625.4   (mgal)                       NAVD 88
 EK0643
 EK0643  VERT ORDER      -  SECOND    CLASS 0
 EK0643
 EK0643.The horizontal coordinates were scaled from a map and have
 EK0643.an estimated accuracy of +/- 6 seconds.
 EK0643
 EK0643.The orthometric height was determined by differential leveling and
 EK0643.adjusted by the NATIONAL GEODETIC SURVEY
 EK0643.in June 1991.
 EK0643
 EK0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0643.GEOID18 height accuracy estimate available here.
 EK0643
 EK0643.Click photographs - Photos may exist for this station.
 EK0643
 EK0643.The dynamic height is computed by dividing the NAVD 88
 EK0643.geopotential number by the normal gravity value computed on the
 EK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0643.degrees latitude (g = 980.6199 gals.).
 EK0643
 EK0643.The modeled gravity was interpolated from observed gravity values.
 EK0643
 EK0643;                    North         East    Units  Estimated Accuracy
 EK0643;SPC OK S     -   178,710.      797,950.      MT  (+/- 180 meters Scaled)
 EK0643
 EK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU411684(NAD 83)
 EK0643
 EK0643                          SUPERSEDED SURVEY CONTROL
 EK0643
 EK0643  NGVD 29 (??/??/92)  208.383  (m)          683.67   (f) ADJ UNCH    2 0
 EK0643
 EK0643.Superseded values are not recommended for survey control.
 EK0643
 EK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0643.See file dsdata.pdf to determine how the superseded data were derived.
 EK0643
 EK0643_MARKER: DB = BENCH MARK DISK
 EK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0643_STAMPING: F 166 1934
 EK0643_MARK LOGO: CGS
 EK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0643+STABILITY: SURFACE MOTION
 EK0643
 EK0643  HISTORY     - Date     Condition        Report By
 EK0643  HISTORY     - 1934     MONUMENTED       CGS
 EK0643  HISTORY     - 1966     MARK NOT FOUND   USGS
 EK0643
 EK0643                          STATION DESCRIPTION
 EK0643
 EK0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0643'3.7 MI W FROM MC ALESTER.
 EK0643'3.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0643'RAILWAY FROM THE STATION AT MC ALESTER, PITTSBURG COUNTY, 0.2
 EK0643'MILE WEST OF MILEPOST 370, 300 FEET EAST OF A COUNTY-ROAD
 EK0643'CROSSING, 47.9 FEET NORTH OF THE CENTERLINE OF THE TRACK, 41
 EK0643'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.1 FEET SOUTHWEST
 EK0643'OF THE WEST END OF AN IRON GATE, AND 1.8 FEET SOUTH OF A FENCE
 EK0643'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED F 166 1934
 EK0643'AND SET IN THE TOP OF A CONCRETE POST.
 EK0643
 EK0643                          STATION RECOVERY (1966)
 EK0643
 EK0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EK0643'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0469 ***********************************************************************
 GG0469  DESIGNATION -  F 17
 GG0469  PID         -  GG0469
 GG0469  STATE/COUNTY-  OK/NOWATA
 GG0469  COUNTRY     -  US
 GG0469  USGS QUAD   -  NOWATA WEST (2019)
 GG0469
 GG0469                         *CURRENT SURVEY CONTROL
 GG0469  ______________________________________________________________________
 GG0469* NAD 83(1986) POSITION- 36 44 32.     (N) 095 38 01.     (W)   SCALED
 GG0469* NAVD 88 ORTHO HEIGHT -   203.716 (meters)      668.36  (feet) ADJUSTED
 GG0469  ______________________________________________________________________
 GG0469  GEOID HEIGHT    -        -29.419 (meters)                     GEOID18
 GG0469  DYNAMIC HEIGHT  -        203.547 (meters)      667.80  (feet) COMP
 GG0469  MODELED GRAVITY -    979,800.0   (mgal)                       NAVD 88
 GG0469
 GG0469  VERT ORDER      -  FIRST     CLASS II
 GG0469
 GG0469.The horizontal coordinates were scaled from a map and have
 GG0469.an estimated accuracy of +/- 6 seconds.
 GG0469
 GG0469.The orthometric height was determined by differential leveling and
 GG0469.adjusted by the NATIONAL GEODETIC SURVEY
 GG0469.in June 1991.
 GG0469
 GG0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0469.GEOID18 height accuracy estimate available here.
 GG0469
 GG0469.Click photographs - Photos may exist for this station.
 GG0469
 GG0469.The dynamic height is computed by dividing the NAVD 88
 GG0469.geopotential number by the normal gravity value computed on the
 GG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0469.degrees latitude (g = 980.6199 gals.).
 GG0469
 GG0469.The modeled gravity was interpolated from observed gravity values.
 GG0469
 GG0469;                    North         East    Units  Estimated Accuracy
 GG0469;SPC OK N     -   195,890.      811,320.      MT  (+/- 180 meters Scaled)
 GG0469
 GG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA648695(NAD 83)
 GG0469
 GG0469                          SUPERSEDED SURVEY CONTROL
 GG0469
 GG0469  NGVD 29 (??/??/92)  203.588  (m)          667.94   (f) ADJ UNCH    1 2
 GG0469
 GG0469.Superseded values are not recommended for survey control.
 GG0469
 GG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0469.See file dsdata.pdf to determine how the superseded data were derived.
 GG0469
 GG0469_MARKER: DB = BENCH MARK DISK
 GG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0469_STAMPING: F 17 1933
 GG0469_MARK LOGO: CGS
 GG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0469+STABILITY: SURFACE MOTION
 GG0469
 GG0469  HISTORY     - Date     Condition        Report By
 GG0469  HISTORY     - 1933     MONUMENTED       CGS
 GG0469
 GG0469                          STATION DESCRIPTION
 GG0469
 GG0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0469'2.4 MI S FROM DELAWARE.
 GG0469'ABOUT 2.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0469'THE STATION AT DELAWARE, NOWATA COUNTY, ABOUT 5 POLES NORTH
 GG0469'OF MILEPOST 643, AT A ROAD CROSSING, 39 FEET SOUTH OF THE ROAD,
 GG0469'AND 45 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD
 GG0469'DISK, STAMPED F 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 GG0469'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0537 ***********************************************************************
 FJ0537  DESIGNATION -  F 170
 FJ0537  PID         -  FJ0537
 FJ0537  STATE/COUNTY-  OK/CANADIAN
 FJ0537  COUNTRY     -  US
 FJ0537  USGS QUAD   -  EL RENO (2018)
 FJ0537
 FJ0537                         *CURRENT SURVEY CONTROL
 FJ0537  ______________________________________________________________________
 FJ0537* NAD 83(1986) POSITION- 35 31 16.     (N) 097 58 23.     (W)   SCALED
 FJ0537* NAVD 88 ORTHO HEIGHT -   425.952 (meters)     1397.48  (feet) POSTED
 FJ0537  ______________________________________________________________________
 FJ0537  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FJ0537  DYNAMIC HEIGHT  -        425.54  (meters)     1396.1   (feet) COMP
 FJ0537  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 FJ0537
 FJ0537  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0537
 FJ0537.The horizontal coordinates were scaled from a map and have
 FJ0537.an estimated accuracy of +/- 6 seconds.
 FJ0537
 FJ0537.The orthometric height was determined by differential leveling
 FJ0537.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0537
 FJ0537.* This is a POSTED BENCH MARK height.
 FJ0537
 FJ0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0537.GEOID18 height accuracy estimate available here.
 FJ0537
 FJ0537.Click photographs - Photos may exist for this station.
 FJ0537
 FJ0537.The dynamic height is computed by dividing the NAVD 88
 FJ0537.geopotential number by the normal gravity value computed on the
 FJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0537.degrees latitude (g = 980.6199 gals.).
 FJ0537
 FJ0537.The modeled gravity was interpolated from observed gravity values.
 FJ0537
 FJ0537;                    North         East    Units  Estimated Accuracy
 FJ0537;SPC OK N     -    57,820.      602,440.      MT  (+/- 180 meters Scaled)
 FJ0537
 FJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE931313(NAD 83)
 FJ0537
 FJ0537                          SUPERSEDED SURVEY CONTROL
 FJ0537
 FJ0537  NGVD 29 (??/??/92)  425.772  (m)         1396.89   (f) ADJ UNCH    1 2
 FJ0537
 FJ0537.Superseded values are not recommended for survey control.
 FJ0537
 FJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0537.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0537
 FJ0537_MARKER: DB = BENCH MARK DISK
 FJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0537_STAMPING: F 170 1953
 FJ0537_MARK LOGO: CGS
 FJ0537_PROJECTION: FLUSH
 FJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0537+STABILITY: SURFACE MOTION
 FJ0537
 FJ0537  HISTORY     - Date     Condition        Report By
 FJ0537  HISTORY     - 1953     MONUMENTED       CGS
 FJ0537  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0537  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0537  HISTORY     - 20040716 MARK NOT FOUND   USPSQD
 FJ0537
 FJ0537                          STATION DESCRIPTION
 FJ0537
 FJ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0537'1.5 MI SW FROM EL RENO.
 FJ0537'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0537'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG U.S.
 FJ0537'HIGHWAY 66, THENCE 0.7 MILE SOUTH ALONG AN OILED ROAD, AT THE EL
 FJ0537'RENO AIRPORT, 18 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE
 FJ0537'TO THE HANGAR, 8.8 FEET EAST OF THE SOUTHEAST CORNER OF THE HANGAR,
 FJ0537'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FJ0537
 FJ0537                          STATION RECOVERY (1971)
 FJ0537
 FJ0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0537'MARK NOT FOUND.
 FJ0537
 FJ0537                          STATION RECOVERY (1984)
 FJ0537
 FJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0537'SEARCHED FOR AND NOT RECOVERED THIS DATE DUE TO LANDSCAPING AROUND THE
 FJ0537'HANGAR.
 FJ0537
 FJ0537                          STATION RECOVERY (2004)
 FJ0537
 FJ0537'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0011 ***********************************************************************
 FK0011  DESIGNATION -  F 171
 FK0011  PID         -  FK0011
 FK0011  STATE/COUNTY-  OK/CANADIAN
 FK0011  COUNTRY     -  US
 FK0011  USGS QUAD   -  FORT RENO SW (2018)
 FK0011
 FK0011                         *CURRENT SURVEY CONTROL
 FK0011  ______________________________________________________________________
 FK0011* NAD 83(1986) POSITION- 35 36 51.     (N) 098 09 51.     (W)   SCALED
 FK0011* NAVD 88 ORTHO HEIGHT -   426.615 (meters)     1399.65  (feet) ADJUSTED
 FK0011  ______________________________________________________________________
 FK0011  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 FK0011  DYNAMIC HEIGHT  -        426.203 (meters)     1398.30  (feet) COMP
 FK0011  MODELED GRAVITY -    979,655.7   (mgal)                       NAVD 88
 FK0011
 FK0011  VERT ORDER      -  FIRST     CLASS II
 FK0011
 FK0011.The horizontal coordinates were scaled from a map and have
 FK0011.an estimated accuracy of +/- 6 seconds.
 FK0011
 FK0011.The orthometric height was determined by differential leveling and
 FK0011.adjusted by the NATIONAL GEODETIC SURVEY
 FK0011.in June 1991.
 FK0011
 FK0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0011.GEOID18 height accuracy estimate available here.
 FK0011
 FK0011.Click photographs - Photos may exist for this station.
 FK0011
 FK0011.The dynamic height is computed by dividing the NAVD 88
 FK0011.geopotential number by the normal gravity value computed on the
 FK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0011.degrees latitude (g = 980.6199 gals.).
 FK0011
 FK0011.The modeled gravity was interpolated from observed gravity values.
 FK0011
 FK0011;                    North         East    Units  Estimated Accuracy
 FK0011;SPC OK N     -    68,160.      585,130.      MT  (+/- 180 meters Scaled)
 FK0011
 FK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE756414(NAD 83)
 FK0011
 FK0011                          SUPERSEDED SURVEY CONTROL
 FK0011
 FK0011  NGVD 29 (??/??/92)  426.434  (m)         1399.06   (f) ADJ UNCH    1 2
 FK0011
 FK0011.Superseded values are not recommended for survey control.
 FK0011
 FK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0011.See file dsdata.pdf to determine how the superseded data were derived.
 FK0011
 FK0011_MARKER: DB = BENCH MARK DISK
 FK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0011_STAMPING: F 171 1953
 FK0011_MARK LOGO: CGS
 FK0011_PROJECTION: PROJECTING 30 CENTIMETERS
 FK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0011+STABILITY: SURFACE MOTION
 FK0011
 FK0011  HISTORY     - Date     Condition        Report By
 FK0011  HISTORY     - 1953     MONUMENTED       CGS
 FK0011
 FK0011                          STATION DESCRIPTION
 FK0011
 FK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0011'8.9 MI E FROM GEARY.
 FK0011'8.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0011'RAILROAD FROM THE STATION AT GEARY, 9.6 FEET EAST OF MILEPOST
 FK0011'526, 47.4 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 2.8 FEET
 FK0011'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0011'PROJECTS 1.0 FOOT ABOVE THE GROUND, 39.5 FEET SOUTH OF THE
 FK0011'SOUTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0036 ***********************************************************************
 FK0036  DESIGNATION -  F 172
 FK0036  PID         -  FK0036
 FK0036  STATE/COUNTY-  OK/CADDO
 FK0036  COUNTRY     -  US
 FK0036  USGS QUAD   -  BRIDGEPORT (2018)
 FK0036
 FK0036                         *CURRENT SURVEY CONTROL
 FK0036  ______________________________________________________________________
 FK0036* NAD 83(1986) POSITION- 35 32 55.     (N) 098 26 50.     (W)   SCALED
 FK0036* NAVD 88 ORTHO HEIGHT -   439.797 (meters)     1442.90  (feet) ADJUSTED
 FK0036  ______________________________________________________________________
 FK0036  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 FK0036  DYNAMIC HEIGHT  -        439.361 (meters)     1441.47  (feet) COMP
 FK0036  MODELED GRAVITY -    979,628.7   (mgal)                       NAVD 88
 FK0036
 FK0036  VERT ORDER      -  FIRST     CLASS II
 FK0036
 FK0036.The horizontal coordinates were scaled from a map and have
 FK0036.an estimated accuracy of +/- 6 seconds.
 FK0036
 FK0036.The orthometric height was determined by differential leveling and
 FK0036.adjusted by the NATIONAL GEODETIC SURVEY
 FK0036.in June 1991.
 FK0036
 FK0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0036.GEOID18 height accuracy estimate available here.
 FK0036
 FK0036.Click photographs - Photos may exist for this station.
 FK0036
 FK0036.The dynamic height is computed by dividing the NAVD 88
 FK0036.geopotential number by the normal gravity value computed on the
 FK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0036.degrees latitude (g = 980.6199 gals.).
 FK0036
 FK0036.The modeled gravity was interpolated from observed gravity values.
 FK0036
 FK0036;                    North         East    Units  Estimated Accuracy
 FK0036;SPC OK S     -   245,830.      559,450.      MT  (+/- 180 meters Scaled)
 FK0036
 FK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE501340(NAD 83)
 FK0036
 FK0036                          SUPERSEDED SURVEY CONTROL
 FK0036
 FK0036  NGVD 29 (??/??/92)  439.604  (m)         1442.27   (f) ADJ UNCH    1 2
 FK0036
 FK0036.Superseded values are not recommended for survey control.
 FK0036
 FK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0036.See file dsdata.pdf to determine how the superseded data were derived.
 FK0036
 FK0036_MARKER: DB = BENCH MARK DISK
 FK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0036_STAMPING: F 172 1953
 FK0036_MARK LOGO: CGS
 FK0036_PROJECTION: PROJECTING 9 CENTIMETERS
 FK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0036+STABILITY: SURFACE MOTION
 FK0036
 FK0036  HISTORY     - Date     Condition        Report By
 FK0036  HISTORY     - 1953     MONUMENTED       CGS
 FK0036  HISTORY     - 1955     GOOD             CGS
 FK0036  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0036
 FK0036                          STATION DESCRIPTION
 FK0036
 FK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0036'3.5 MI W FROM BRIDGEPORT.
 FK0036'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0036'RAILROAD FROM THE STATION AT BRIDGEPORT, 24 FEET SOUTHEAST OF THE
 FK0036'5TH POLE EAST OF MILEPOST 547, 76 FEET SOUTHWEST OF THE SOUTHWEST
 FK0036'CORNER OF BRIDGE 5469, 45 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 FK0036'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FK0036'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FK0036
 FK0036                          STATION RECOVERY (1976)
 FK0036
 FK0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0310 ***********************************************************************
 FK0310  DESIGNATION -  F 174
 FK0310  PID         -  FK0310
 FK0310  STATE/COUNTY-  OK/WASHITA
 FK0310  COUNTRY     -  US
 FK0310  USGS QUAD   -  FOSS (2018)
 FK0310
 FK0310                         *CURRENT SURVEY CONTROL
 FK0310  ______________________________________________________________________
 FK0310* NAD 83(1986) POSITION- 35 27 19.     (N) 099 09 46.     (W)   SCALED
 FK0310* NAVD 88 ORTHO HEIGHT -   495.059 (meters)     1624.21  (feet) ADJUSTED
 FK0310  ______________________________________________________________________
 FK0310  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 FK0310  DYNAMIC HEIGHT  -        494.551 (meters)     1622.54  (feet) COMP
 FK0310  MODELED GRAVITY -    979,593.5   (mgal)                       NAVD 88
 FK0310
 FK0310  VERT ORDER      -  FIRST     CLASS II
 FK0310
 FK0310.The horizontal coordinates were scaled from a map and have
 FK0310.an estimated accuracy of +/- 6 seconds.
 FK0310
 FK0310.The orthometric height was determined by differential leveling and
 FK0310.adjusted by the NATIONAL GEODETIC SURVEY
 FK0310.in June 1991.
 FK0310
 FK0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0310.GEOID18 height accuracy estimate available here.
 FK0310
 FK0310.Click photographs - Photos may exist for this station.
 FK0310
 FK0310.The dynamic height is computed by dividing the NAVD 88
 FK0310.geopotential number by the normal gravity value computed on the
 FK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0310.degrees latitude (g = 980.6199 gals.).
 FK0310
 FK0310.The modeled gravity was interpolated from observed gravity values.
 FK0310
 FK0310;                    North         East    Units  Estimated Accuracy
 FK0310;SPC OK S     -   235,990.      494,440.      MT  (+/- 180 meters Scaled)
 FK0310
 FK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME852235(NAD 83)
 FK0310
 FK0310                          SUPERSEDED SURVEY CONTROL
 FK0310
 FK0310  NGVD 29 (??/??/92)  494.834  (m)         1623.47   (f) ADJ UNCH    1 2
 FK0310
 FK0310.Superseded values are not recommended for survey control.
 FK0310
 FK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0310.See file dsdata.pdf to determine how the superseded data were derived.
 FK0310
 FK0310_MARKER: DB = BENCH MARK DISK
 FK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0310_STAMPING: F 174 1953
 FK0310_MARK LOGO: CGS
 FK0310_PROJECTION: PROJECTING 3 CENTIMETERS
 FK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0310+STABILITY: SURFACE MOTION
 FK0310
 FK0310  HISTORY     - Date     Condition        Report By
 FK0310  HISTORY     - 1953     MONUMENTED       CGS
 FK0310  HISTORY     - 1955     GOOD             CGS
 FK0310  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0310
 FK0310                          STATION DESCRIPTION
 FK0310
 FK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0310'0.3 MI NE FROM FOSS.
 FK0310'0.35 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0310'RAILROAD FROM THE STATION AT FOSS, 91 FEET SOUTH OF MILEPOST
 FK0310'594, 36.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FK0310'TRACK, 3 FEET SOUTHWEST OF A WITNESS POST, 72 FEET WEST OF
 FK0310'THE CENTER OF A DIRT ROAD CROSSING, 75 YARDS NORTHWEST OF A
 FK0310'VACANT WHITE HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0310'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 FK0310
 FK0310                          STATION RECOVERY (1981)
 FK0310
 FK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0337 ***********************************************************************
 FK0337  DESIGNATION -  F 175
 FK0337  PID         -  FK0337
 FK0337  STATE/COUNTY-  OK/BECKHAM
 FK0337  COUNTRY     -  US
 FK0337  USGS QUAD   -  ELK CITY (2018)
 FK0337
 FK0337                         *CURRENT SURVEY CONTROL
 FK0337  ______________________________________________________________________
 FK0337* NAD 83(1986) POSITION- 35 25 21.     (N) 099 23 41.     (W)   SCALED
 FK0337* NAVD 88 ORTHO HEIGHT -   600.212 (meters)     1969.20  (feet) ADJUSTED
 FK0337  ______________________________________________________________________
 FK0337  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 FK0337  DYNAMIC HEIGHT  -        599.586 (meters)     1967.14  (feet) COMP
 FK0337  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 FK0337
 FK0337  VERT ORDER      -  FIRST     CLASS II
 FK0337
 FK0337.This mark is at Elk City Airport (ELK)
 FK0337
 FK0337.The horizontal coordinates were scaled from a map and have
 FK0337.an estimated accuracy of +/- 6 seconds.
 FK0337
 FK0337.The orthometric height was determined by differential leveling and
 FK0337.adjusted by the NATIONAL GEODETIC SURVEY
 FK0337.in June 1991.
 FK0337
 FK0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0337.GEOID18 height accuracy estimate available here.
 FK0337
 FK0337.Click photographs - Photos may exist for this station.
 FK0337
 FK0337.The dynamic height is computed by dividing the NAVD 88
 FK0337.geopotential number by the normal gravity value computed on the
 FK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0337.degrees latitude (g = 980.6199 gals.).
 FK0337
 FK0337.The modeled gravity was interpolated from observed gravity values.
 FK0337
 FK0337;                    North         East    Units  Estimated Accuracy
 FK0337;SPC OK S     -   232,620.      473,340.      MT  (+/- 180 meters Scaled)
 FK0337
 FK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME641199(NAD 83)
 FK0337
 FK0337                          SUPERSEDED SURVEY CONTROL
 FK0337
 FK0337  NGVD 29 (??/??/92)  599.950  (m)         1968.34   (f) ADJ UNCH    1 2
 FK0337
 FK0337.Superseded values are not recommended for survey control.
 FK0337
 FK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0337.See file dsdata.pdf to determine how the superseded data were derived.
 FK0337
 FK0337_MARKER: DB = BENCH MARK DISK
 FK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0337_STAMPING: F 175 1953
 FK0337_MARK LOGO: CGS
 FK0337_PROJECTION: PROJECTING 3 CENTIMETERS
 FK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0337+STABILITY: SURFACE MOTION
 FK0337
 FK0337  HISTORY     - Date     Condition        Report By
 FK0337  HISTORY     - 1953     MONUMENTED       CGS
 FK0337  HISTORY     - 1955     GOOD             CGS
 FK0337  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0337
 FK0337                          STATION DESCRIPTION
 FK0337
 FK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0337'1.2 MI NE FROM ELK CITY.
 FK0337'0.1 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 FK0337'ELK CITY, THENCE 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66, AT
 FK0337'THE ELK CITY MUNICIPAL GOLF COURSE WHICH WAS THE ELK CITY
 FK0337'MUNICIPAL AIRPORT, 2.5 FEET EAST OF A WITNESS POST, 68 FEET
 FK0337'EAST OF THE NORTHEAST CORNER OF THE GOLF COURSE OFFICE, 106 FEET
 FK0337'NORTH OF A FENCE, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FK0337'THE SOUTH HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0337'0.1 FOOT ABOVE THE GROUND.
 FK0337
 FK0337                          STATION RECOVERY (1986)
 FK0337
 FK0337'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0412 ***********************************************************************
 FK0412  DESIGNATION -  F 176
 FK0412  PID         -  FK0412
 FK0412  STATE/COUNTY-  OK/BECKHAM
 FK0412  COUNTRY     -  US
 FK0412  USGS QUAD   -  SAYRE (2018)
 FK0412
 FK0412                         *CURRENT SURVEY CONTROL
 FK0412  ______________________________________________________________________
 FK0412* NAD 83(1986) POSITION- 35 16 01.     (N) 099 40 56.     (W)   SCALED
 FK0412* NAVD 88 ORTHO HEIGHT -   554.956 (meters)     1820.72  (feet) ADJUSTED
 FK0412  ______________________________________________________________________
 FK0412  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 FK0412  DYNAMIC HEIGHT  -        554.385 (meters)     1818.84  (feet) COMP
 FK0412  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 FK0412
 FK0412  VERT ORDER      -  FIRST     CLASS II
 FK0412
 FK0412.The horizontal coordinates were scaled from a map and have
 FK0412.an estimated accuracy of +/- 6 seconds.
 FK0412
 FK0412.The orthometric height was determined by differential leveling and
 FK0412.adjusted by the NATIONAL GEODETIC SURVEY
 FK0412.in June 1991.
 FK0412
 FK0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0412.GEOID18 height accuracy estimate available here.
 FK0412
 FK0412.Click photographs - Photos may exist for this station.
 FK0412
 FK0412.The dynamic height is computed by dividing the NAVD 88
 FK0412.geopotential number by the normal gravity value computed on the
 FK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0412.degrees latitude (g = 980.6199 gals.).
 FK0412
 FK0412.The modeled gravity was interpolated from observed gravity values.
 FK0412
 FK0412;                    North         East    Units  Estimated Accuracy
 FK0412;SPC OK S     -   215,770.      446,940.      MT  (+/- 180 meters Scaled)
 FK0412
 FK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME379028(NAD 83)
 FK0412
 FK0412                          SUPERSEDED SURVEY CONTROL
 FK0412
 FK0412  NGVD 29 (??/??/92)  554.732  (m)         1819.98   (f) ADJ UNCH    1 2
 FK0412
 FK0412.Superseded values are not recommended for survey control.
 FK0412
 FK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0412.See file dsdata.pdf to determine how the superseded data were derived.
 FK0412
 FK0412_MARKER: DB = BENCH MARK DISK
 FK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0412_STAMPING: F 176 1953
 FK0412_MARK LOGO: CGS
 FK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0412+STABILITY: SURFACE MOTION
 FK0412
 FK0412  HISTORY     - Date     Condition        Report By
 FK0412  HISTORY     - 1953     MONUMENTED       CGS
 FK0412  HISTORY     - 19881107 MARK NOT FOUND   USPSQD
 FK0412
 FK0412                          STATION DESCRIPTION
 FK0412
 FK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0412'3.3 MI SW FROM SAYRE.
 FK0412'3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0412'RAILROAD FROM THE STATION AT SAYRE, 57 FEET NORTHEAST OF THE
 FK0412'CENTER OF A DIRT ROAD CROSSING, 43 FEET NORTH OF THE NORTH RAIL,
 FK0412'77.3 FEET SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED HOUSE,
 FK0412'2.5 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST,
 FK0412'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FK0412'THE GROUND.
 FK0412
 FK0412                          STATION RECOVERY (1988)
 FK0412
 FK0412'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0231 ***********************************************************************
 EM0231  DESIGNATION -  F 177
 EM0231  PID         -  EM0231
 EM0231  STATE/COUNTY-  OK/JACKSON
 EM0231  COUNTRY     -  US
 EM0231  USGS QUAD   -  ALTUS (2018)
 EM0231
 EM0231                         *CURRENT SURVEY CONTROL
 EM0231  ______________________________________________________________________
 EM0231* NAD 83(1986) POSITION- 34 38 58.     (N) 099 16 58.     (W)   SCALED
 EM0231* NAVD 88 ORTHO HEIGHT -   412.477 (meters)     1353.27  (feet) ADJUSTED
 EM0231  ______________________________________________________________________
 EM0231  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 EM0231  DYNAMIC HEIGHT  -        412.039 (meters)     1351.83  (feet) COMP
 EM0231  MODELED GRAVITY -    979,561.1   (mgal)                       NAVD 88
 EM0231
 EM0231  VERT ORDER      -  FIRST     CLASS II
 EM0231
 EM0231.The horizontal coordinates were scaled from a map and have
 EM0231.an estimated accuracy of +/- 6 seconds.
 EM0231
 EM0231.The orthometric height was determined by differential leveling and
 EM0231.adjusted by the NATIONAL GEODETIC SURVEY
 EM0231.in June 1991.
 EM0231
 EM0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0231.GEOID18 height accuracy estimate available here.
 EM0231
 EM0231.Click photographs - Photos may exist for this station.
 EM0231
 EM0231.The dynamic height is computed by dividing the NAVD 88
 EM0231.geopotential number by the normal gravity value computed on the
 EM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0231.degrees latitude (g = 980.6199 gals.).
 EM0231
 EM0231.The modeled gravity was interpolated from observed gravity values.
 EM0231
 EM0231;                    North         East    Units  Estimated Accuracy
 EM0231;SPC OK S     -   146,740.      482,410.      MT  (+/- 180 meters Scaled)
 EM0231
 EM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD740342(NAD 83)
 EM0231
 EM0231                          SUPERSEDED SURVEY CONTROL
 EM0231
 EM0231  NGVD 29 (??/??/92)  412.292  (m)         1352.66   (f) ADJ UNCH    1 2
 EM0231
 EM0231.Superseded values are not recommended for survey control.
 EM0231
 EM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0231.See file dsdata.pdf to determine how the superseded data were derived.
 EM0231
 EM0231_MARKER: DB = BENCH MARK DISK
 EM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0231_STAMPING: F 177 1956
 EM0231_MARK LOGO: CGS
 EM0231_PROJECTION: RECESSED 6 CENTIMETERS
 EM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0231+STABILITY: SURFACE MOTION
 EM0231
 EM0231  HISTORY     - Date     Condition        Report By
 EM0231  HISTORY     - 1956     MONUMENTED       CGS
 EM0231  HISTORY     - 1963     GOOD             CGS
 EM0231
 EM0231                          STATION DESCRIPTION
 EM0231
 EM0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0231'4.6 MI NE FROM ALTUS.
 EM0231'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0231'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0231'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0231'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, ON THE ALTUS AIR
 EM0231'FORCE BASE, 12.6 FEET NORTHEAST OF THE SOUTH CORNER OF BUILDING T-292,
 EM0231'24.5 FEET SOUTHWEST OF A BRICK SMOKESTACK, SET IN THE TOP OF A
 EM0231'CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 EM0231
 EM0231                          STATION RECOVERY (1963)
 EM0231
 EM0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0421 ***********************************************************************
 GG0421  DESIGNATION -  F 18
 GG0421  PID         -  GG0421
 GG0421  STATE/COUNTY-  OK/TULSA
 GG0421  COUNTRY     -  US
 GG0421  USGS QUAD   -  TULSA (2019)
 GG0421
 GG0421                         *CURRENT SURVEY CONTROL
 GG0421  ______________________________________________________________________
 GG0421* NAD 83(1986) POSITION- 36 09 24.     (N) 095 59 27.     (W)   SCALED
 GG0421* NAVD 88 ORTHO HEIGHT -   212.748 (meters)      697.99  (feet) ADJUSTED
 GG0421  ______________________________________________________________________
 GG0421  GEOID HEIGHT    -        -28.894 (meters)                     GEOID18
 GG0421  DYNAMIC HEIGHT  -        212.562 (meters)      697.38  (feet) COMP
 GG0421  MODELED GRAVITY -    979,755.9   (mgal)                       NAVD 88
 GG0421
 GG0421  VERT ORDER      -  FIRST     CLASS II
 GG0421
 GG0421.The horizontal coordinates were scaled from a map and have
 GG0421.an estimated accuracy of +/- 6 seconds.
 GG0421
 GG0421.The orthometric height was determined by differential leveling and
 GG0421.adjusted by the NATIONAL GEODETIC SURVEY
 GG0421.in June 1991.
 GG0421
 GG0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0421.GEOID18 height accuracy estimate available here.
 GG0421
 GG0421.Click photographs - Photos may exist for this station.
 GG0421
 GG0421.The dynamic height is computed by dividing the NAVD 88
 GG0421.geopotential number by the normal gravity value computed on the
 GG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0421.degrees latitude (g = 980.6199 gals.).
 GG0421
 GG0421.The modeled gravity was interpolated from observed gravity values.
 GG0421
 GG0421;                    North         East    Units  Estimated Accuracy
 GG0421;SPC OK N     -   130,210.      780,770.      MT  (+/- 180 meters Scaled)
 GG0421
 GG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA309054(NAD 83)
 GG0421
 GG0421                          SUPERSEDED SURVEY CONTROL
 GG0421
 GG0421  NGVD 29 (??/??/92)  212.628  (m)          697.60   (f) ADJ UNCH    1 2
 GG0421
 GG0421.Superseded values are not recommended for survey control.
 GG0421
 GG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0421.See file dsdata.pdf to determine how the superseded data were derived.
 GG0421
 GG0421_MARKER: DB = BENCH MARK DISK
 GG0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0421_SP_SET: BUILDING WALL
 GG0421_STAMPING: F 18 1933
 GG0421_MARK LOGO: CGS
 GG0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0421
 GG0421  HISTORY     - Date     Condition        Report By
 GG0421  HISTORY     - 1933     MONUMENTED       CGS
 GG0421  HISTORY     - 1959     GOOD             CGS
 GG0421  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 GG0421
 GG0421                          STATION DESCRIPTION
 GG0421
 GG0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0421'IN TULSA.
 GG0421'AT TULSA, TULSA COUNTY, AT THE UNION STATION, ON THE NORTH
 GG0421'SIDE OF THE NORTHWEST STAIRWAY TO THE WAITING ROOM, 14 FEET
 GG0421'EAST OF THE DOOR, 8 FEET SOUTH OF THE SOUTH RAIL OF TRACK 6, AND
 GG0421'ABOUT 1 FOOT HIGHER THAN THE STATION WALKWAY.  A STANDARD DISK,
 GG0421'STAMPED F 18 1933 AND SET VERTICALLY.
 GG0421
 GG0421                          STATION RECOVERY (1985)
 GG0421
 GG0421'RECOVERY NOTE BY US POWER SQUADRON 1985
 GG0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0047 ***********************************************************************
 GJ0047  DESIGNATION -  F 180
 GJ0047  PID         -  GJ0047
 GJ0047  STATE/COUNTY-  OK/GRANT
 GJ0047  COUNTRY     -  US
 GJ0047  USGS QUAD   -  MANCHESTER (2018)
 GJ0047
 GJ0047                         *CURRENT SURVEY CONTROL
 GJ0047  ______________________________________________________________________
 GJ0047* NAD 83(1986) POSITION- 36 58 50.     (N) 098 01 23.     (W)   SCALED
 GJ0047* NAVD 88 ORTHO HEIGHT -   375.869 (meters)     1233.16  (feet) ADJUSTED
 GJ0047  ______________________________________________________________________
 GJ0047  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 GJ0047  DYNAMIC HEIGHT  -        375.555 (meters)     1232.13  (feet) COMP
 GJ0047  MODELED GRAVITY -    979,783.7   (mgal)                       NAVD 88
 GJ0047
 GJ0047  VERT ORDER      -  FIRST     CLASS II
 GJ0047
 GJ0047.The horizontal coordinates were scaled from a map and have
 GJ0047.an estimated accuracy of +/- 6 seconds.
 GJ0047
 GJ0047.The orthometric height was determined by differential leveling and
 GJ0047.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0047.in June 1991.
 GJ0047
 GJ0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0047.GEOID18 height accuracy estimate available here.
 GJ0047
 GJ0047.Click photographs - Photos may exist for this station.
 GJ0047
 GJ0047.The dynamic height is computed by dividing the NAVD 88
 GJ0047.geopotential number by the normal gravity value computed on the
 GJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0047.degrees latitude (g = 980.6199 gals.).
 GJ0047
 GJ0047.The modeled gravity was interpolated from observed gravity values.
 GJ0047
 GJ0047;                    North         East    Units  Estimated Accuracy
 GJ0047;SPC OK N     -   219,760.      597,950.      MT  (+/- 180 meters Scaled)
 GJ0047
 GJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF869931(NAD 83)
 GJ0047
 GJ0047                          SUPERSEDED SURVEY CONTROL
 GJ0047
 GJ0047  NGVD 29 (??/??/92)  375.751  (m)         1232.78   (f) ADJ UNCH    1 2
 GJ0047
 GJ0047.Superseded values are not recommended for survey control.
 GJ0047
 GJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0047.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0047
 GJ0047_MARKER: DB = BENCH MARK DISK
 GJ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0047_STAMPING: F 180 1953
 GJ0047_MARK LOGO: CGS
 GJ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0047+STABILITY: SURFACE MOTION
 GJ0047
 GJ0047  HISTORY     - Date     Condition        Report By
 GJ0047  HISTORY     - 1953     MONUMENTED       CGS
 GJ0047  HISTORY     - 1985     GOOD             NGS
 GJ0047
 GJ0047                          STATION DESCRIPTION
 GJ0047
 GJ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GJ0047'1.3 MI SE FROM MANCHESTER.
 GJ0047'1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0047'RAILWAY FROM THE STATION AT MANCHESTER, GRANT COUNTY 6 POLES
 GJ0047'NORTHWEST OF A ROAD CROSSING, 13.5 FEET SOUTHWEST OF THE FIRST
 GJ0047'POLE SOUTHEAST OF MILEPOST 82, 45 FEET SOUTHWEST OF THE SOUTHWEST
 GJ0047'RAIL, 1.6 FEET NORTHEAST OF A FENCE, AND 2.6 FEET NORTHWEST OF
 GJ0047'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 180 1953
 GJ0047'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 GJ0047'GROUND.
 GJ0047
 GJ0047                          STATION RECOVERY (1985)
 GJ0047
 GJ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GJ0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0294 ***********************************************************************
 GH0294  DESIGNATION -  F 181
 GH0294  PID         -  GH0294
 GH0294  STATE/COUNTY-  OK/KAY
 GH0294  COUNTRY     -  US
 GH0294  USGS QUAD   -  KILDARE (2018)
 GH0294
 GH0294                         *CURRENT SURVEY CONTROL
 GH0294  ______________________________________________________________________
 GH0294* NAD 83(1986) POSITION- 36 52 11.     (N) 097 03 00.     (W)   SCALED
 GH0294* NAVD 88 ORTHO HEIGHT -   348.187 (meters)     1142.34  (feet) ADJUSTED
 GH0294  ______________________________________________________________________
 GH0294  GEOID HEIGHT    -        -29.007 (meters)                     GEOID18
 GH0294  DYNAMIC HEIGHT  -        347.890 (meters)     1141.37  (feet) COMP
 GH0294  MODELED GRAVITY -    979,766.2   (mgal)                       NAVD 88
 GH0294
 GH0294  VERT ORDER      -  SECOND    CLASS 0
 GH0294
 GH0294.The horizontal coordinates were scaled from a map and have
 GH0294.an estimated accuracy of +/- 6 seconds.
 GH0294
 GH0294.The orthometric height was determined by differential leveling and
 GH0294.adjusted by the NATIONAL GEODETIC SURVEY
 GH0294.in June 1991.
 GH0294
 GH0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0294.GEOID18 height accuracy estimate available here.
 GH0294
 GH0294.Click photographs - Photos may exist for this station.
 GH0294
 GH0294.The dynamic height is computed by dividing the NAVD 88
 GH0294.geopotential number by the normal gravity value computed on the
 GH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0294.degrees latitude (g = 980.6199 gals.).
 GH0294
 GH0294.The modeled gravity was interpolated from observed gravity values.
 GH0294
 GH0294;                    North         East    Units  Estimated Accuracy
 GH0294;SPC OK N     -   207,870.      684,710.      MT  (+/- 180 meters Scaled)
 GH0294
 GH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF738821(NAD 83)
 GH0294
 GH0294                          SUPERSEDED SURVEY CONTROL
 GH0294
 GH0294  NGVD 29 (??/??/92)  348.059  (m)         1141.92   (f) ADJ UNCH    2 0
 GH0294
 GH0294.Superseded values are not recommended for survey control.
 GH0294
 GH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0294.See file dsdata.pdf to determine how the superseded data were derived.
 GH0294
 GH0294_MARKER: DB = BENCH MARK DISK
 GH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0294_STAMPING: F 181 1953
 GH0294_MARK LOGO: CGS
 GH0294_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0294+STABILITY: SURFACE MOTION
 GH0294
 GH0294  HISTORY     - Date     Condition        Report By
 GH0294  HISTORY     - 1953     MONUMENTED       CGS
 GH0294
 GH0294                          STATION DESCRIPTION
 GH0294
 GH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0294'1 MI S FROM NEWKIRK.
 GH0294'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0294'FROM THE STATION AT NEWKIRK, 6 POLES NORTH OF MILEPOST 277,
 GH0294'82 FEET WEST OF THE WEST RAIL, 1.5 FEET EAST OF A FENCE, 2.5
 GH0294'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0294'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0241 ***********************************************************************
 GH0241  DESIGNATION -  F 182
 GH0241  PID         -  GH0241
 GH0241  STATE/COUNTY-  OK/KAY
 GH0241  COUNTRY     -  US
 GH0241  USGS QUAD   -  KILDARE (2018)
 GH0241
 GH0241                         *CURRENT SURVEY CONTROL
 GH0241  ______________________________________________________________________
 GH0241* NAD 83(1986) POSITION- 36 51 38.     (N) 097 01 31.     (W)   SCALED
 GH0241* NAVD 88 ORTHO HEIGHT -   341.500 (meters)     1120.40  (feet) ADJUSTED
 GH0241  ______________________________________________________________________
 GH0241  GEOID HEIGHT    -        -29.009 (meters)                     GEOID18
 GH0241  DYNAMIC HEIGHT  -        341.207 (meters)     1119.44  (feet) COMP
 GH0241  MODELED GRAVITY -    979,766.3   (mgal)                       NAVD 88
 GH0241
 GH0241  VERT ORDER      -  SECOND    CLASS 0
 GH0241
 GH0241.The horizontal coordinates were scaled from a map and have
 GH0241.an estimated accuracy of +/- 6 seconds.
 GH0241
 GH0241.The orthometric height was determined by differential leveling and
 GH0241.adjusted by the NATIONAL GEODETIC SURVEY
 GH0241.in June 1991.
 GH0241
 GH0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0241.GEOID18 height accuracy estimate available here.
 GH0241
 GH0241.Click photographs - Photos may exist for this station.
 GH0241
 GH0241.The dynamic height is computed by dividing the NAVD 88
 GH0241.geopotential number by the normal gravity value computed on the
 GH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0241.degrees latitude (g = 980.6199 gals.).
 GH0241
 GH0241.The modeled gravity was interpolated from observed gravity values.
 GH0241
 GH0241;                    North         East    Units  Estimated Accuracy
 GH0241;SPC OK N     -   206,880.      686,920.      MT  (+/- 180 meters Scaled)
 GH0241
 GH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF760812(NAD 83)
 GH0241
 GH0241                          SUPERSEDED SURVEY CONTROL
 GH0241
 GH0241  NGVD 29 (??/??/92)  341.374  (m)         1119.99   (f) ADJ UNCH    2 0
 GH0241
 GH0241.Superseded values are not recommended for survey control.
 GH0241
 GH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0241.See file dsdata.pdf to determine how the superseded data were derived.
 GH0241
 GH0241_MARKER: DB = BENCH MARK DISK
 GH0241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GH0241_SP_SET: SPILLWAY
 GH0241_STAMPING: F 182 1953
 GH0241_MARK LOGO: CGS
 GH0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0241
 GH0241  HISTORY     - Date     Condition        Report By
 GH0241  HISTORY     - 1953     MONUMENTED       CGS
 GH0241
 GH0241                          STATION DESCRIPTION
 GH0241
 GH0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0241'2.3 MI SE FROM NEWKIRK.
 GH0241'2.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0241'RAILROAD FROM THE STATION AT NEWKIRK, 9 POLES SOUTHEAST OF
 GH0241'MILEPOST 3, 50 FEET NORTH OF THE NORTH RAIL, AT THE SOUTHEAST
 GH0241'END OF THE COUNTRY CLUB LAKE, SET IN THE TOP OF THE EAST END
 GH0241'OF THE SOUTH RETAINING WALL OF A CONCRETE SPILLWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0446 ***********************************************************************
 GH0446  DESIGNATION -  F 184
 GH0446  PID         -  GH0446
 GH0446  STATE/COUNTY-  OK/GARFIELD
 GH0446  COUNTRY     -  US
 GH0446  USGS QUAD   -  ENID EAST (2018)
 GH0446
 GH0446                         *CURRENT SURVEY CONTROL
 GH0446  ______________________________________________________________________
 GH0446* NAD 83(1986) POSITION- 36 23 25.9    (N) 097 47 45.5    (W)   HD_HELD2
 GH0446* NAVD 88 ORTHO HEIGHT -   351.850 (meters)     1154.36  (feet) ADJUSTED
 GH0446  ______________________________________________________________________
 GH0446  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 GH0446  DYNAMIC HEIGHT  -        351.540 (meters)     1153.34  (feet) COMP
 GH0446  MODELED GRAVITY -    979,742.0   (mgal)                       NAVD 88
 GH0446
 GH0446  VERT ORDER      -  FIRST     CLASS II
 GH0446
 GH0446.The horizontal coordinates were established by autonomous hand held GPS
 GH0446.observations and have an estimated accuracy of +/- 10 meters.
 GH0446
 GH0446.The orthometric height was determined by differential leveling and
 GH0446.adjusted by the NATIONAL GEODETIC SURVEY
 GH0446.in June 1991.
 GH0446
 GH0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0446.GEOID18 height accuracy estimate available here.
 GH0446
 GH0446.Click photographs - Photos may exist for this station.
 GH0446
 GH0446.The dynamic height is computed by dividing the NAVD 88
 GH0446.geopotential number by the normal gravity value computed on the
 GH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0446.degrees latitude (g = 980.6199 gals.).
 GH0446
 GH0446.The modeled gravity was interpolated from observed gravity values.
 GH0446
 GH0446;                    North         East    Units  Estimated Accuracy
 GH0446;SPC OK N     -   154,304.      618,304.      MT  (+/- 10 meters HH2 GPS)
 GH0446
 GH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0798027938(NAD 83)
 GH0446
 GH0446                          SUPERSEDED SURVEY CONTROL
 GH0446
 GH0446  NGVD 29 (??/??/92)  351.716  (m)         1153.92   (f) ADJ UNCH    1 2
 GH0446
 GH0446.Superseded values are not recommended for survey control.
 GH0446
 GH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0446.See file dsdata.pdf to determine how the superseded data were derived.
 GH0446
 GH0446_MARKER: DB = BENCH MARK DISK
 GH0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0446_SP_SET: UNDERPASS
 GH0446_STAMPING: F 184 1953
 GH0446_MARK LOGO: CGS
 GH0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0446+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 GH0446
 GH0446  HISTORY     - Date     Condition        Report By
 GH0446  HISTORY     - 1953     MONUMENTED       CGS
 GH0446  HISTORY     - 1964     GOOD             CGS
 GH0446  HISTORY     - 20091201 GOOD             INDIV
 GH0446  HISTORY     - 20101208 GOOD             INDIV
 GH0446  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0446
 GH0446                          STATION DESCRIPTION
 GH0446
 GH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0446'4.7 MI SE FROM ENID.
 GH0446'4.7 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0446'RAILROAD FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND
 GH0446'PACIFIC RAILROAD AT ENID, 31 FEET SOUTHWEST OF THE SOUTHWEST
 GH0446'RAIL, SET IN THE TOP OF THE NORTH END OF THE SOUTHWEST WINGWALL
 GH0446'OF THE UNDERPASS OF U.S. HIGHWAY 64.
 GH0446
 GH0446                          STATION RECOVERY (1964)
 GH0446
 GH0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GH0446'RECOVERED IN GOOD CONDITION.
 GH0446
 GH0446                          STATION RECOVERY (2009)
 GH0446
 GH0446'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0446'RECOVERED IN GOOD CONDITION.
 GH0446
 GH0446                          STATION RECOVERY (2010)
 GH0446
 GH0446'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0446'RECOVERED AS DESCRIBED
 GH0446
 GH0446                          STATION RECOVERY (2022)
 GH0446
 GH0446'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0560 ***********************************************************************
 FJ0560  DESIGNATION -  F 185
 FJ0560  PID         -  FJ0560
 FJ0560  STATE/COUNTY-  OK/KINGFISHER
 FJ0560  COUNTRY     -  US
 FJ0560  USGS QUAD   -  KINGFISHER (2018)
 FJ0560
 FJ0560                         *CURRENT SURVEY CONTROL
 FJ0560  ______________________________________________________________________
 FJ0560* NAD 83(1986) POSITION- 35 46 20.     (N) 097 57 17.     (W)   SCALED
 FJ0560* NAVD 88 ORTHO HEIGHT -   353.099 (meters)     1158.46  (feet) ADJUSTED
 FJ0560  ______________________________________________________________________
 FJ0560  GEOID HEIGHT    -        -27.109 (meters)                     GEOID18
 FJ0560  DYNAMIC HEIGHT  -        352.772 (meters)     1157.39  (feet) COMP
 FJ0560  MODELED GRAVITY -    979,698.0   (mgal)                       NAVD 88
 FJ0560
 FJ0560  VERT ORDER      -  FIRST     CLASS II
 FJ0560
 FJ0560.The horizontal coordinates were scaled from a map and have
 FJ0560.an estimated accuracy of +/- 6 seconds.
 FJ0560
 FJ0560.The orthometric height was determined by differential leveling and
 FJ0560.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0560.in June 1991.
 FJ0560
 FJ0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0560.GEOID18 height accuracy estimate available here.
 FJ0560
 FJ0560.Click photographs - Photos may exist for this station.
 FJ0560
 FJ0560.The dynamic height is computed by dividing the NAVD 88
 FJ0560.geopotential number by the normal gravity value computed on the
 FJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0560.degrees latitude (g = 980.6199 gals.).
 FJ0560
 FJ0560.The modeled gravity was interpolated from observed gravity values.
 FJ0560
 FJ0560;                    North         East    Units  Estimated Accuracy
 FJ0560;SPC OK N     -    85,680.      604,090.      MT  (+/- 180 meters Scaled)
 FJ0560
 FJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE944591(NAD 83)
 FJ0560
 FJ0560                          SUPERSEDED SURVEY CONTROL
 FJ0560
 FJ0560  NGVD 29 (??/??/92)  352.920  (m)         1157.87   (f) SUPERSEDED  1 2
 FJ0560  NGVD 29 (04/22/92)  352.944  (m)         1157.95   (f) ADJUSTED    1 2
 FJ0560
 FJ0560.Superseded values are not recommended for survey control.
 FJ0560
 FJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0560.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0560
 FJ0560_MARKER: DB = BENCH MARK DISK
 FJ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0560_STAMPING: F 185 1953
 FJ0560_MARK LOGO: CGS
 FJ0560_PROJECTION: PROJECTING 10 CENTIMETERS
 FJ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0560+STABILITY: SURFACE MOTION
 FJ0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0560+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2019
 FJ0560
 FJ0560  HISTORY     - Date     Condition        Report By
 FJ0560  HISTORY     - 1953     MONUMENTED       CGS
 FJ0560  HISTORY     - 1985     GOOD             NGS
 FJ0560  HISTORY     - 20191216 GOOD             OKDOT
 FJ0560
 FJ0560                          STATION DESCRIPTION
 FJ0560
 FJ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0560'3.5 MI N FROM OKARCHE.
 FJ0560'3.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0560'FROM THE STATION AT OKARCHE, 76 FEET EAST OF THE CENTER LINE OF
 FJ0560'U.S. HIGHWAY 81, 37 FEET WEST OF THE WEST RAIL, 9 FEET NORTH OF
 FJ0560'MILEPOST 385, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 FJ0560'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0560
 FJ0560                          STATION RECOVERY (1985)
 FJ0560
 FJ0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0560'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.58 KM (3.47
 FJ0560'MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF OKLAHOMA AVENUE AT
 FJ0560'OKARCHE, 0.31 KM (0.19 MI) NORTH OF THE JUNCTION OF A GRAVEL SECTION
 FJ0560'LINE ROAD, 23.2 METERS (76 FT) EAST OF THE CENTER OF THE NORTH BOUND
 FJ0560'LANES, 11.3 METERS (37 FT) WEST OF THE WEST RAIL OF THE CHICAGO, ROCK
 FJ0560'ISLAND AND PACIFIC RAILROAD, 9.0 METERS (29.5 FT) WEST-NORTHWEST OF
 FJ0560'RAILROAD MILEPOLE 385, 3.4 METERS (11 FT) EAST OF THE RIGHT OF WAY
 FJ0560'FENCE AND 2.7 METERS (9 FT) NORTH OF A TELEPHONE POLE.
 FJ0560'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0560'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FJ0560
 FJ0560                          STATION RECOVERY (2019)
 FJ0560
 FJ0560'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (DM)
 FJ0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0463 ***********************************************************************
 FJ0463  DESIGNATION -  F 186
 FJ0463  PID         -  FJ0463
 FJ0463  STATE/COUNTY-  OK/CANADIAN
 FJ0463  COUNTRY     -  US
 FJ0463  USGS QUAD   -  UNION CITY (2018)
 FJ0463
 FJ0463                         *CURRENT SURVEY CONTROL
 FJ0463  ______________________________________________________________________
 FJ0463* NAD 83(1993) POSITION- 35 26 08.14135(N) 097 57 11.88485(W)   ADJUSTED
 FJ0463* NAD 83(1993) ELLIP HT-   394.141 (meters)        (11/28/94)   ADJUSTED
 FJ0463* NAVD 88 ORTHO HEIGHT -   421.240 (meters)     1382.02  (feet) ADJUSTED
 FJ0463  ______________________________________________________________________
 FJ0463  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 FJ0463  NAD 83(1993) X  -   -719,901.196 (meters)                     COMP
 FJ0463  NAD 83(1993) Y  - -5,152,833.005 (meters)                     COMP
 FJ0463  NAD 83(1993) Z  -  3,677,576.739 (meters)                     COMP
 FJ0463  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 FJ0463  DYNAMIC HEIGHT  -        420.825 (meters)     1380.66  (feet) COMP
 FJ0463  MODELED GRAVITY -    979,635.0   (mgal)                       NAVD 88
 FJ0463
 FJ0463  HORZ ORDER      -  SECOND
 FJ0463  VERT ORDER      -  FIRST     CLASS II
 FJ0463  ELLP ORDER      -  FIFTH     CLASS I
 FJ0463
 FJ0463.The horizontal coordinates were established by GPS observations
 FJ0463.and adjusted by the National Geodetic Survey in February 1996.
 FJ0463
 FJ0463.The orthometric height was determined by differential leveling and
 FJ0463.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0463.in June 1991.
 FJ0463
 FJ0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0463.GEOID18 height accuracy estimate available here.
 FJ0463
 FJ0463.Click photographs - Photos may exist for this station.
 FJ0463
 FJ0463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0463
 FJ0463.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0463
 FJ0463.The ellipsoidal height was determined by GPS observations
 FJ0463.and is referenced to NAD 83.
 FJ0463
 FJ0463.The dynamic height is computed by dividing the NAVD 88
 FJ0463.geopotential number by the normal gravity value computed on the
 FJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0463.degrees latitude (g = 980.6199 gals.).
 FJ0463
 FJ0463.The modeled gravity was interpolated from observed gravity values.
 FJ0463
 FJ0463. The following values were computed from the NAD 83(1993) position.
 FJ0463
 FJ0463;                    North         East     Units Scale Factor Converg.
 FJ0463;SPC OK N     -    48,331.959   604,240.431   MT  1.00002638   +0 01 39.2
 FJ0463;SPC OK N     -   158,569.10  1,982,412.15   sFT  1.00002638   +0 01 39.2
 FJ0463;UTM  14      - 3,921,853.786   595,005.807   MT  0.99971123   +0 36 24.9
 FJ0463
 FJ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0463!SPC OK N     -   0.99993814  x   1.00002638  =   0.99996452
 FJ0463!UTM  14      -   0.99993814  x   0.99971123  =   0.99964939
 FJ0463
 FJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9500521853(NAD 83)
 FJ0463
 FJ0463                          SUPERSEDED SURVEY CONTROL
 FJ0463
 FJ0463  NAD 83(1986)-  35 26 08.14665(N)    097 57 11.87087(W) AD(       ) 2
 FJ0463  NGVD 29 (??/??/92)  421.005  (m)         1381.25   (f) ADJ UNCH    1 2
 FJ0463  NGVD 29 (11/30/89)  421.     (m)  RAPSU86  model used  GPS OBS        
 FJ0463
 FJ0463.Superseded values are not recommended for survey control.
 FJ0463
 FJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0463.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0463
 FJ0463_MARKER: DB = BENCH MARK DISK
 FJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0463_STAMPING: F 186 1953
 FJ0463_MARK LOGO: CGS
 FJ0463_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0463+STABILITY: SURFACE MOTION
 FJ0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0463+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FJ0463
 FJ0463  HISTORY     - Date     Condition        Report By
 FJ0463  HISTORY     - 1953     MONUMENTED       CGS
 FJ0463  HISTORY     - 1986     GOOD             NGS
 FJ0463  HISTORY     - 19890301 GOOD             NGS
 FJ0463
 FJ0463                          STATION DESCRIPTION
 FJ0463
 FJ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0463'2.9 MI N FROM UNION CITY.
 FJ0463'2.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0463'RAILROAD FROM THE STATION AT UNION CITY, AT A ROAD CROSSING,
 FJ0463'50 FEET WEST OF THE WEST RAIL, 48 FEET EAST OF A FENCE, 17 FEET
 FJ0463'NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST,
 FJ0463'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FJ0463'THE GROUND.
 FJ0463
 FJ0463                          STATION RECOVERY (1986)
 FJ0463
 FJ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0463'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.3 KM (4.55
 FJ0463'MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD FROM ITS
 FJ0463'JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, 31.5 M (103.3 FT)
 FJ0463'NORTH OF THE CENTER OF A DIRT ROAD, 15.2 M (49.9 FT) WEST OF THE NEAR
 FJ0463'RAIL, 14.6 M (47.9 FT) EAST OF A FENCE, AND 5.2 M (17.1 FT) NORTHWEST
 FJ0463'OF A UTILITY POLE.
 FJ0463'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0463
 FJ0463                          STATION RECOVERY (1989)
 FJ0463
 FJ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0463'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0463'FOLLOWS.
 FJ0463'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) SOUTH OF EL RENO, 5.0 KM
 FJ0463'(3.10 MI) NORTHWEST OF UNION CITY, AND 1.5 KM (0.95 MI) WEST OF U.S.
 FJ0463'HIGHWAY 81.  OWNERSHIP--CANADIAN COUNTY.
 FJ0463'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FJ0463'U.S. HIGHWAY 81 IN SOUTHEAST EL RENO, GO SOUTH ON HIGHWAY 81 FOR 7.4
 FJ0463'KM (4.60 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO WEST ON THE
 FJ0463'GRAVELED ROAD FOR 1.5 KM (0.95 MI) TO THE STATION ON THE RIGHT, JUST
 FJ0463'AFTER CROSSING THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.
 FJ0463'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FJ0463'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 32.1 M
 FJ0463'(105.3 FT) NORTH OF THE CENTER OF THE ROAD, 15.2 M (49.9 FT) WEST OF
 FJ0463'THE NEAR RAIL, 12.4 M (40.7 FT) EAST OF A FENCE, 4.7 M (15.4 FT)
 FJ0463'NORTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE
 FJ0463'WITNESS POST.
 FJ0463'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0440 ***********************************************************************
 FJ0440  DESIGNATION -  F 187
 FJ0440  PID         -  FJ0440
 FJ0440  STATE/COUNTY-  OK/GRADY
 FJ0440  COUNTRY     -  US
 FJ0440  USGS QUAD   -  POCASSET (2018)
 FJ0440
 FJ0440                         *CURRENT SURVEY CONTROL
 FJ0440  ______________________________________________________________________
 FJ0440* NAD 83(1986) POSITION- 35 13 04.     (N) 097 56 59.     (W)   SCALED
 FJ0440* NAVD 88 ORTHO HEIGHT -   371.374 (meters)     1218.42  (feet) POSTED
 FJ0440  ______________________________________________________________________
 FJ0440  GEOID HEIGHT    -        -26.834 (meters)                     GEOID18
 FJ0440  DYNAMIC HEIGHT  -        371.00  (meters)     1217.2   (feet) COMP
 FJ0440  MODELED GRAVITY -    979,623.8   (mgal)                       NAVD 88
 FJ0440
 FJ0440  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0440
 FJ0440.The horizontal coordinates were scaled from a map and have
 FJ0440.an estimated accuracy of +/- 6 seconds.
 FJ0440
 FJ0440.The orthometric height was determined by differential leveling
 FJ0440.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0440
 FJ0440.* This is a POSTED BENCH MARK height.
 FJ0440
 FJ0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0440.GEOID18 height accuracy estimate available here.
 FJ0440
 FJ0440.Click photographs - Photos may exist for this station.
 FJ0440
 FJ0440.The dynamic height is computed by dividing the NAVD 88
 FJ0440.geopotential number by the normal gravity value computed on the
 FJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0440.degrees latitude (g = 980.6199 gals.).
 FJ0440
 FJ0440.The modeled gravity was interpolated from observed gravity values.
 FJ0440
 FJ0440;                    North         East    Units  Estimated Accuracy
 FJ0440;SPC OK S     -   209,040.      604,580.      MT  (+/- 180 meters Scaled)
 FJ0440
 FJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND955976(NAD 83)
 FJ0440
 FJ0440                          SUPERSEDED SURVEY CONTROL
 FJ0440
 FJ0440  NGVD 29 (??/??/92)  371.225  (m)         1217.93   (f) ADJ UNCH    1 2
 FJ0440
 FJ0440.Superseded values are not recommended for survey control.
 FJ0440
 FJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0440.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0440
 FJ0440_MARKER: DB = BENCH MARK DISK
 FJ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0440_STAMPING: F 187 1953
 FJ0440_MARK LOGO: CGS
 FJ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0440+STABILITY: SURFACE MOTION
 FJ0440
 FJ0440  HISTORY     - Date     Condition        Report By
 FJ0440  HISTORY     - 1953     MONUMENTED       CGS
 FJ0440  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0440
 FJ0440                          STATION DESCRIPTION
 FJ0440
 FJ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0440'1.4 MI N FROM POCASSET.
 FJ0440'1.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0440'RAILROAD FROM THE STATION AT POCASSET, AT A ROAD CROSSING,
 FJ0440'80 FEET SOUTH OF THE CENTER LINE OF A ROAD, 44 FEET WEST OF
 FJ0440'THE WEST RAIL, 11 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET
 FJ0440'EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE
 FJ0440'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0440
 FJ0440                          STATION RECOVERY (1986)
 FJ0440
 FJ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0483 ***********************************************************************
 FJ0483  DESIGNATION -  F 188
 FJ0483  PID         -  FJ0483
 FJ0483  STATE/COUNTY-  OK/GRADY
 FJ0483  COUNTRY     -  US
 FJ0483  USGS QUAD   -  TABLER (2018)
 FJ0483
 FJ0483                         *CURRENT SURVEY CONTROL
 FJ0483  ______________________________________________________________________
 FJ0483* NAD 83(1986) POSITION- 35 02 38.     (N) 097 51 41.     (W)   SCALED
 FJ0483* NAVD 88 ORTHO HEIGHT -   329.529 (meters)     1081.13  (feet) ADJUSTED
 FJ0483  ______________________________________________________________________
 FJ0483  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 FJ0483  DYNAMIC HEIGHT  -        329.204 (meters)     1080.06  (feet) COMP
 FJ0483  MODELED GRAVITY -    979,638.4   (mgal)                       NAVD 88
 FJ0483
 FJ0483  VERT ORDER      -  FIRST     CLASS II
 FJ0483
 FJ0483.The horizontal coordinates were scaled from a map and have
 FJ0483.an estimated accuracy of +/- 6 seconds.
 FJ0483
 FJ0483.The orthometric height was determined by differential leveling and
 FJ0483.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0483.in June 1991.
 FJ0483
 FJ0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0483.GEOID18 height accuracy estimate available here.
 FJ0483
 FJ0483.Click photographs - Photos may exist for this station.
 FJ0483
 FJ0483.The dynamic height is computed by dividing the NAVD 88
 FJ0483.geopotential number by the normal gravity value computed on the
 FJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0483.degrees latitude (g = 980.6199 gals.).
 FJ0483
 FJ0483.The modeled gravity was interpolated from observed gravity values.
 FJ0483
 FJ0483;                    North         East    Units  Estimated Accuracy
 FJ0483;SPC OK S     -   189,750.      612,650.      MT  (+/- 180 meters Scaled)
 FJ0483
 FJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD038785(NAD 83)
 FJ0483
 FJ0483                          SUPERSEDED SURVEY CONTROL
 FJ0483
 FJ0483  NGVD 29 (??/??/92)  329.421  (m)         1080.78   (f) ADJ UNCH    1 2
 FJ0483
 FJ0483.Superseded values are not recommended for survey control.
 FJ0483
 FJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0483.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0483
 FJ0483_MARKER: DB = BENCH MARK DISK
 FJ0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0483_SP_SET: ABUTMENT
 FJ0483_STAMPING: F 188 1953
 FJ0483_MARK LOGO: CGS
 FJ0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0483
 FJ0483  HISTORY     - Date     Condition        Report By
 FJ0483  HISTORY     - 1953     MONUMENTED       CGS
 FJ0483
 FJ0483                          STATION DESCRIPTION
 FJ0483
 FJ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0483'4.2 MI E FROM CHICKASHA.
 FJ0483'4.2 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0483'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, 15 FEET SOUTH
 FJ0483'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 FJ0483'END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0754 ***********************************************************************
 FH0754  DESIGNATION -  F 19
 FH0754  PID         -  FH0754
 FH0754  STATE/COUNTY-  OK/OKMULGEE
 FH0754  COUNTRY     -  US
 FH0754  USGS QUAD   -  HENRYETTA (2018)
 FH0754
 FH0754                         *CURRENT SURVEY CONTROL
 FH0754  ______________________________________________________________________
 FH0754* NAD 83(1986) POSITION- 35 27 30.     (N) 095 57 54.     (W)   SCALED
 FH0754* NAVD 88 ORTHO HEIGHT -   212.849 (meters)      698.32  (feet) ADJUSTED
 FH0754  ______________________________________________________________________
 FH0754  GEOID HEIGHT    -        -29.163 (meters)                     GEOID18
 FH0754  DYNAMIC HEIGHT  -        212.649 (meters)      697.67  (feet) COMP
 FH0754  MODELED GRAVITY -    979,688.7   (mgal)                       NAVD 88
 FH0754
 FH0754  VERT ORDER      -  FIRST     CLASS II
 FH0754
 FH0754.The horizontal coordinates were scaled from a map and have
 FH0754.an estimated accuracy of +/- 6 seconds.
 FH0754
 FH0754.The orthometric height was determined by differential leveling and
 FH0754.adjusted by the NATIONAL GEODETIC SURVEY
 FH0754.in June 1991.
 FH0754
 FH0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0754.GEOID18 height accuracy estimate available here.
 FH0754
 FH0754.Click photographs - Photos may exist for this station.
 FH0754
 FH0754.The dynamic height is computed by dividing the NAVD 88
 FH0754.geopotential number by the normal gravity value computed on the
 FH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0754.degrees latitude (g = 980.6199 gals.).
 FH0754
 FH0754.The modeled gravity was interpolated from observed gravity values.
 FH0754
 FH0754;                    North         East    Units  Estimated Accuracy
 FH0754;SPC OK N     -    52,790.      784,720.      MT  (+/- 180 meters Scaled)
 FH0754
 FH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV309279(NAD 83)
 FH0754
 FH0754                          SUPERSEDED SURVEY CONTROL
 FH0754
 FH0754  NGVD 29 (??/??/92)  212.727  (m)          697.92   (f) ADJ UNCH    1 2
 FH0754
 FH0754.Superseded values are not recommended for survey control.
 FH0754
 FH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0754.See file dsdata.pdf to determine how the superseded data were derived.
 FH0754
 FH0754_MARKER: DB = BENCH MARK DISK
 FH0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0754_STAMPING: F 19 1933
 FH0754_MARK LOGO: CGS
 FH0754_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0754+STABILITY: SURFACE MOTION
 FH0754
 FH0754  HISTORY     - Date     Condition        Report By
 FH0754  HISTORY     - 1933     MONUMENTED       CGS
 FH0754  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0754  HISTORY     - 1962     MARK NOT FOUND   CGS
 FH0754
 FH0754                          STATION DESCRIPTION
 FH0754
 FH0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0754'1.4 MI N FROM HENRYETTA.
 FH0754'ABOUT 1.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0754'THE STATION AT HENRYETTA, OKMULGEE COUNTY, ABOUT 0.4 MILE SOUTHWEST
 FH0754'OF THE EAGLE-PICHER LEAD SMELTER, AT THE CROSSING OF U.S. HIGHWAY 75,
 FH0754'77 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 37 FEET WEST OF
 FH0754'THE WEST RAIL OF THE MAIN TRACK. A STANDARD DISK, STAMPED 'F 19 1933'
 FH0754'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 FH0754'THE GROUND.
 FH0754
 FH0754                          STATION RECOVERY (1962)
 FH0754
 FH0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FH0754'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0665 ***********************************************************************
 FJ0665  DESIGNATION -  F 192
 FJ0665  PID         -  FJ0665
 FJ0665  STATE/COUNTY-  OK/CANADIAN
 FJ0665  COUNTRY     -  US
 FJ0665  USGS QUAD   -  RICHLAND (2018)
 FJ0665
 FJ0665                         *CURRENT SURVEY CONTROL
 FJ0665  ______________________________________________________________________
 FJ0665* NAD 83(1986) POSITION- 35 30 28.     (N) 097 50 12.     (W)   SCALED
 FJ0665* NAVD 88 ORTHO HEIGHT -   395.765 (meters)     1298.44  (feet) ADJUSTED
 FJ0665  ______________________________________________________________________
 FJ0665  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 FJ0665  DYNAMIC HEIGHT  -        395.381 (meters)     1297.18  (feet) COMP
 FJ0665  MODELED GRAVITY -    979,652.8   (mgal)                       NAVD 88
 FJ0665
 FJ0665  VERT ORDER      -  FIRST     CLASS II
 FJ0665
 FJ0665.The horizontal coordinates were scaled from a map and have
 FJ0665.an estimated accuracy of +/- 6 seconds.
 FJ0665
 FJ0665.The orthometric height was determined by differential leveling and
 FJ0665.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0665.in August 1994.
 FJ0665
 FJ0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0665.GEOID18 height accuracy estimate available here.
 FJ0665
 FJ0665.Click photographs - Photos may exist for this station.
 FJ0665
 FJ0665.The dynamic height is computed by dividing the NAVD 88
 FJ0665.geopotential number by the normal gravity value computed on the
 FJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0665.degrees latitude (g = 980.6199 gals.).
 FJ0665
 FJ0665.The modeled gravity was interpolated from observed gravity values.
 FJ0665
 FJ0665;                    North         East    Units  Estimated Accuracy
 FJ0665;SPC OK N     -    56,350.      614,820.      MT  (+/- 180 meters Scaled)
 FJ0665
 FJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE054299(NAD 83)
 FJ0665
 FJ0665                          SUPERSEDED SURVEY CONTROL
 FJ0665
 FJ0665  NAVD 88 (??/??/92)  395.783  (m)         1298.50   (f) POSTED      3  
 FJ0665
 FJ0665.Superseded values are not recommended for survey control.
 FJ0665
 FJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0665.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0665
 FJ0665_MARKER: I = METAL ROD
 FJ0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0665_STAMPING: F 192 1984
 FJ0665_MARK LOGO: NGS
 FJ0665_PROJECTION: FLUSH
 FJ0665_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0665+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 FJ0665_ROD/PIPE-DEPTH: 6.09 meters
 FJ0665
 FJ0665  HISTORY     - Date     Condition        Report By
 FJ0665  HISTORY     - 1984     MONUMENTED       NGS
 FJ0665  HISTORY     - 1988     GOOD             USPSQD
 FJ0665  HISTORY     - 1989     GOOD             USPSQD
 FJ0665  HISTORY     - 1990     GOOD             USPSQD
 FJ0665  HISTORY     - 19940112 GOOD             NGS
 FJ0665  HISTORY     - 20040630 GOOD             USPSQD
 FJ0665
 FJ0665                          STATION DESCRIPTION
 FJ0665
 FJ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0665'6.9 KM (4.3 MI) WEST FROM YUKON.
 FJ0665'THE MARK IS 0.4 M ABOVE HIGHWAY.
 FJ0665'6.9 KM (4.3 MI) WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0665'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, AT AN IRON
 FJ0665'PIPE GATE OVER AN IRON PIPE CATTLE GUARD ON THE SOUTH SIDE OF U.S.
 FJ0665'HIGHWAY 66, 21.85 METERS (71.7 FT) SOUTH OF THE CENTERLINE OF THE
 FJ0665'EASTBOUND LANES OF U.S. HIGHWAY 66, 14.99 METERS (49.2 FT) NORTHEAST
 FJ0665'OF THE CENTER OF THE IRON PIPE CATTLE GUARD, 14.30 METERS (49.0 FT)
 FJ0665'EAST OF AN EXTENDED CENTERLINE OF A CROSSOVER OF U.S. HIGHWAY 66,
 FJ0665'13.25 METERS (43.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER TWO-INCH PIPE
 FJ0665'RAIL AROUND A 5- BY 6-FOOT CONCRETE CULVERT, AND O.21 METERS (0.7 FT)
 FJ0665'NORTH OF A FOUR-WIRE BARB WIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL AT
 FJ0665'THIS DEPTH, ROD ANCHORED.
 FJ0665'THE MARK IS 0.27 METERS  NW FROM A WITNESS POST.
 FJ0665
 FJ0665                          STATION RECOVERY (1988)
 FJ0665
 FJ0665'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0665'RECOVERED IN GOOD CONDITION.
 FJ0665
 FJ0665                          STATION RECOVERY (1989)
 FJ0665
 FJ0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0665'RECOVERED IN GOOD CONDITION.
 FJ0665
 FJ0665                          STATION RECOVERY (1990)
 FJ0665
 FJ0665'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0665'RECOVERED IN GOOD CONDITION.
 FJ0665
 FJ0665                          STATION RECOVERY (1994)
 FJ0665
 FJ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0665'6.9 KM (4.30 MI) WESTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0665'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, 21.9 M (71.9 FT) SOUTH
 FJ0665'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 17.9 M
 FJ0665'(58.7 FT) EAST OF THE EXTENDED CENTER OF A HIGHWAY CROSSOVER, 15.0 M
 FJ0665'(49.2 FT) NORTHEAST OF THE CENTER OF A CATTLE GUARD, 13.2 M
 FJ0665'(43.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A PIPE RAIL ENCLOSING
 FJ0665'A CULVERT, 3.6 M (11.8 FT) EAST OF A FENCE CORNER, 1.0 M (3.3 FT)
 FJ0665'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 FJ0665'POST, AND 0.2 M (0.7 FT) NORTH OF A FENCE.  NOTE--ACCESS TO THE DATUM
 FJ0665'POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0665
 FJ0665                          STATION RECOVERY (2004)
 FJ0665
 FJ0665'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0696 ***********************************************************************
 FJ0696  DESIGNATION -  F 193
 FJ0696  PID         -  FJ0696
 FJ0696  STATE/COUNTY-  OK/OKLAHOMA
 FJ0696  COUNTRY     -  US
 FJ0696  USGS QUAD   -  CHOCTAW (2018)
 FJ0696
 FJ0696                         *CURRENT SURVEY CONTROL
 FJ0696  ______________________________________________________________________
 FJ0696* NAD 83(1986) POSITION- 35 29 33.     (N) 097 20 05.     (W)   SCALED
 FJ0696* NAVD 88 ORTHO HEIGHT -   377.639 (meters)     1238.97  (feet) ADJUSTED
 FJ0696  ______________________________________________________________________
 FJ0696  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 FJ0696  DYNAMIC HEIGHT  -        377.281 (meters)     1237.80  (feet) COMP
 FJ0696  MODELED GRAVITY -    979,672.5   (mgal)                       NAVD 88
 FJ0696
 FJ0696  VERT ORDER      -  FIRST     CLASS II
 FJ0696
 FJ0696.The horizontal coordinates were scaled from a map and have
 FJ0696.an estimated accuracy of +/- 6 seconds.
 FJ0696
 FJ0696.The orthometric height was determined by differential leveling and
 FJ0696.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0696.in August 1994.
 FJ0696
 FJ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0696.GEOID18 height accuracy estimate available here.
 FJ0696
 FJ0696.Click photographs - Photos may exist for this station.
 FJ0696
 FJ0696.The dynamic height is computed by dividing the NAVD 88
 FJ0696.geopotential number by the normal gravity value computed on the
 FJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0696.degrees latitude (g = 980.6199 gals.).
 FJ0696
 FJ0696.The modeled gravity was interpolated from observed gravity values.
 FJ0696
 FJ0696;                    North         East    Units  Estimated Accuracy
 FJ0696;SPC OK N     -    54,850.      660,370.      MT  (+/- 180 meters Scaled)
 FJ0696
 FJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE510289(NAD 83)
 FJ0696
 FJ0696                          SUPERSEDED SURVEY CONTROL
 FJ0696
 FJ0696  NAVD 88 (06/15/91)  377.701  (m)         1239.17   (f) SUPERSEDED  1 2
 FJ0696
 FJ0696.Superseded values are not recommended for survey control.
 FJ0696
 FJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0696.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0696
 FJ0696_MARKER: F = FLANGE-ENCASED ROD
 FJ0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0696_STAMPING: F 193 1984
 FJ0696_MARK LOGO: NGS
 FJ0696_PROJECTION: FLUSH
 FJ0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0696+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2022
 FJ0696_ROD/PIPE-DEPTH: 3.0 meters
 FJ0696
 FJ0696  HISTORY     - Date     Condition        Report By
 FJ0696  HISTORY     - 1984     MONUMENTED       NGS
 FJ0696  HISTORY     - 1988     GOOD             USPSQD
 FJ0696  HISTORY     - 1989     GOOD             USPSQD
 FJ0696  HISTORY     - 1989     GOOD             USPSQD
 FJ0696  HISTORY     - 20010914 GOOD             INDIV
 FJ0696  HISTORY     - 20200916 POOR             OKDOT
 FJ0696  HISTORY     - 20220309 SEE DESCRIPTION  OKDOT
 FJ0696
 FJ0696                          STATION DESCRIPTION
 FJ0696
 FJ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0696'15.6 KM (9.65 MI) EAST FROM OKLAHOMA CITY.
 FJ0696'15.6 KM (9.65 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHWEST 23TH STREET)
 FJ0696'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, ABOUT ONE BLOCK EAST
 FJ0696'OF THE JUNCTION WITH WESTMINISTER ROAD, AT THE EXTREME EAST EDGE OF A
 FJ0696'LIQUOR STORE PROPERTY OWNED BY C.W. ADKINS, SET BETWEEN TWO WITNESS
 FJ0696'POSTS, 21.2 METERS (69.4 FT) SOUTH OF THE SOUTH CURB OF HIGHWAY 62
 FJ0696'EASTBOUND LANES, 15.9 METERS (52.0 FT) SOUTH OF A TELEPHONE JUNCTION
 FJ0696'BOX, 21.0 METERS (69.0 FT) EAST OF THE NORTHEAST CORNER OF A CEMENT
 FJ0696'BLOCK LIQUOR STORE (NICOMA PARK LIQUOR STORE), 4.5 METERS (14.7 FT)
 FJ0696'SOUTH OF THE SOUTH EDGE OF AN ABANDONED BUILDING FOUNDATION, AND
 FJ0696'25.2 METERS (82.7 FT) SOUTHEAST OF A POWERLINE POLE WITH A STREET
 FJ0696'LIGHT ATTACHED.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 FJ0696'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FJ0696'THE MARK IS 0.61 M ABOVE HIGHWAY.
 FJ0696
 FJ0696                          STATION RECOVERY (1988)
 FJ0696
 FJ0696'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0696'RECOVERED IN GOOD CONDITION.
 FJ0696
 FJ0696                          STATION RECOVERY (1989)
 FJ0696
 FJ0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0696'RECOVERED IN GOOD CONDITION.
 FJ0696
 FJ0696                          STATION RECOVERY (1989)
 FJ0696
 FJ0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FJ0696'RECOVERED IN GOOD CONDITION.
 FJ0696
 FJ0696                          STATION RECOVERY (2001)
 FJ0696
 FJ0696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0696'RECOVERED IN GOOD CONDITION.
 FJ0696
 FJ0696                          STATION RECOVERY (2020)
 FJ0696
 FJ0696'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0696'MARK APPEARS TO HAVE BEEN DISTURBED, EVIDENCE OF DIRT WORK IN
 FJ0696'IMMEDIATE AREA.  USE WITH CAUTION.
 FJ0696
 FJ0696                          STATION RECOVERY (2022)
 FJ0696
 FJ0696'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0696'MARK DISTURBED DURING CONSTRUCTION EXCAVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0721 ***********************************************************************
 FJ0721  DESIGNATION -  F 194
 FJ0721  PID         -  FJ0721
 FJ0721  STATE/COUNTY-  OK/LINCOLN
 FJ0721  COUNTRY     -  US
 FJ0721  USGS QUAD   -  MEEKER (2018)
 FJ0721
 FJ0721                         *CURRENT SURVEY CONTROL
 FJ0721  ______________________________________________________________________
 FJ0721* NAD 83(1986) POSITION- 35 30 24.22   (N) 096 57 55.10   (W)   HD_HELD1
 FJ0721* NAVD 88 ORTHO HEIGHT -   301.725 (meters)      989.91  (feet) ADJUSTED
 FJ0721  ______________________________________________________________________
 FJ0721  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 FJ0721  DYNAMIC HEIGHT  -        301.442 (meters)      988.98  (feet) COMP
 FJ0721  MODELED GRAVITY -    979,686.6   (mgal)                       NAVD 88
 FJ0721
 FJ0721  VERT ORDER      -  FIRST     CLASS II
 FJ0721
 FJ0721.The horizontal coordinates were determined by differentially corrected
 FJ0721.hand held GPS observations or other comparable positioning techniques
 FJ0721.and have an estimated accuracy of +/- 3 meters.
 FJ0721
 FJ0721.The orthometric height was determined by differential leveling and
 FJ0721.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0721.in August 1994.
 FJ0721
 FJ0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0721.GEOID18 height accuracy estimate available here.
 FJ0721
 FJ0721.Click photographs - Photos may exist for this station.
 FJ0721
 FJ0721.The dynamic height is computed by dividing the NAVD 88
 FJ0721.geopotential number by the normal gravity value computed on the
 FJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0721.degrees latitude (g = 980.6199 gals.).
 FJ0721
 FJ0721.The modeled gravity was interpolated from observed gravity values.
 FJ0721
 FJ0721;                    North         East    Units  Estimated Accuracy
 FJ0721;SPC OK N     -    56,723.4     693,868.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0721
 FJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8453031143(NAD 83)
 FJ0721
 FJ0721                          SUPERSEDED SURVEY CONTROL
 FJ0721
 FJ0721  NAVD 88 (06/15/91)  301.751  (m)          989.99   (f) SUPERSEDED  1 2
 FJ0721
 FJ0721.Superseded values are not recommended for survey control.
 FJ0721
 FJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0721.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0721
 FJ0721_MARKER: I = METAL ROD
 FJ0721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0721+WITH SETTING: INFORMATION.
 FJ0721_STAMPING: F 194 1984
 FJ0721_MARK LOGO: NGS
 FJ0721_PROJECTION: FLUSH
 FJ0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0721_ROD/PIPE-DEPTH: 1.2 meters
 FJ0721
 FJ0721  HISTORY     - Date     Condition        Report By
 FJ0721  HISTORY     - 1984     MONUMENTED       NGS
 FJ0721  HISTORY     - 1988     GOOD             USPSQD
 FJ0721  HISTORY     - 1989     GOOD             USPSQD
 FJ0721  HISTORY     - 1990     GOOD             USPSQD
 FJ0721
 FJ0721                          STATION DESCRIPTION
 FJ0721
 FJ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0721'6.0 KM (3.7 MI) WEST FROM MEEKER.
 FJ0721'6.0 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0721'MEEKER, AT A DIRT CROSSROAD, SOUTH OF AND ACROSS HIGHWAY FROM A
 FJ0721'POWERLINE POLE WITH TRANSFORMER, SET BETWEEN TWO WITNESS POSTS,
 FJ0721'13.7 METERS (45.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0721'22.6 METERS (74.0 FT) WEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 FJ0721'12.5 METERS (41.0 FT) WEST OF A CORNER FENCE POST, 17.7 METERS
 FJ0721'(58.0 FT) EAST OF A TELEPHONE POLE, 28.4 METERS (93.0 FT) EAST OF THE
 FJ0721'EAST END OF THE SOUTH ABUTMENT OF A SIX-FOOT BOX CULVERT, AND
 FJ0721'0.3 METER (1.0 FT) NORTH OF AN EAST-WEST FENCE LINE.  NOTE, ROD DRIVEN
 FJ0721'TO GRADUAL REFUSAL.
 FJ0721'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0721'THE MARK IS 0.6 M ABOVE HIGHWAY.
 FJ0721
 FJ0721                          STATION RECOVERY (1988)
 FJ0721
 FJ0721'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0721'RECOVERED IN GOOD CONDITION.
 FJ0721
 FJ0721                          STATION RECOVERY (1989)
 FJ0721
 FJ0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0721'RECOVERED IN GOOD CONDITION.
 FJ0721
 FJ0721                          STATION RECOVERY (1990)
 FJ0721
 FJ0721'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0733 ***********************************************************************
 FJ0733  DESIGNATION -  F 195
 FJ0733  PID         -  FJ0733
 FJ0733  STATE/COUNTY-  OK/LINCOLN
 FJ0733  COUNTRY     -  US
 FJ0733  USGS QUAD   -  SPARKS (2018)
 FJ0733
 FJ0733                         *CURRENT SURVEY CONTROL
 FJ0733  ______________________________________________________________________
 FJ0733* NAD 83(1986) POSITION- 35 30 24.     (N) 096 48 20.     (W)   SCALED
 FJ0733* NAVD 88 ORTHO HEIGHT -   289.182 (meters)      948.76  (feet) ADJUSTED
 FJ0733  ______________________________________________________________________
 FJ0733  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 FJ0733  DYNAMIC HEIGHT  -        288.910 (meters)      947.87  (feet) COMP
 FJ0733  MODELED GRAVITY -    979,685.4   (mgal)                       NAVD 88
 FJ0733
 FJ0733  VERT ORDER      -  FIRST     CLASS II
 FJ0733
 FJ0733.The horizontal coordinates were scaled from a map and have
 FJ0733.an estimated accuracy of +/- 6 seconds.
 FJ0733
 FJ0733.The orthometric height was determined by differential leveling and
 FJ0733.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0733.in August 1994.
 FJ0733
 FJ0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0733.GEOID18 height accuracy estimate available here.
 FJ0733
 FJ0733.Click photographs - Photos may exist for this station.
 FJ0733
 FJ0733.The dynamic height is computed by dividing the NAVD 88
 FJ0733.geopotential number by the normal gravity value computed on the
 FJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0733.degrees latitude (g = 980.6199 gals.).
 FJ0733
 FJ0733.The modeled gravity was interpolated from observed gravity values.
 FJ0733
 FJ0733;                    North         East    Units  Estimated Accuracy
 FJ0733;SPC OK N     -    56,880.      708,360.      MT  (+/- 180 meters Scaled)
 FJ0733
 FJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE990314(NAD 83)
 FJ0733
 FJ0733                          SUPERSEDED SURVEY CONTROL
 FJ0733
 FJ0733  NAVD 88 (06/15/91)  289.194  (m)          948.80   (f) SUPERSEDED  1 2
 FJ0733
 FJ0733.Superseded values are not recommended for survey control.
 FJ0733
 FJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0733.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0733
 FJ0733_MARKER: I = METAL ROD
 FJ0733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0733+WITH SETTING: INFORMATION.
 FJ0733_STAMPING: F 195 1984
 FJ0733_MARK LOGO: NGS
 FJ0733_PROJECTION: FLUSH
 FJ0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0733_ROD/PIPE-DEPTH: 0.6 meters
 FJ0733
 FJ0733  HISTORY     - Date     Condition        Report By
 FJ0733  HISTORY     - 1984     MONUMENTED       NGS
 FJ0733  HISTORY     - 1988     GOOD             USPSQD
 FJ0733  HISTORY     - 1990     GOOD             USPSQD
 FJ0733  HISTORY     - 1990     GOOD             USPSQD
 FJ0733
 FJ0733                          STATION DESCRIPTION
 FJ0733
 FJ0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0733'9.2 KM (5.75 MI) EAST FROM MEEKER.
 FJ0733'9.2 KM (5.75 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0733'MEEKER, AT OFFSET CROSSROADS, AT THE NORTHEAST CORNER, NEAR A CONCRETE
 FJ0733'INFORMATION MARKER PERTAINING TO AREA FLOOD CONTROL, 18.13 METERS
 FJ0733'(59.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.70 METERS
 FJ0733'(51.5 FT) EAST OF THE CENTER OF THE GRAVEL ROAD LEADING NORTH,
 FJ0733'5.27 METERS (17.3 FT) EAST OF A CORNER FENCE POST, 3.14 METERS
 FJ0733'(10.3 FT) WEST OF THE CENTER OF A METAL GATE, 1.82 METERS (6.0 FT)
 FJ0733'SOUTH OF THE SOUTHWEST END OF THE INFORMATION MARKER, AND 0.30 METERS
 FJ0733'(1.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.
 FJ0733'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0733'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0733
 FJ0733                          STATION RECOVERY (1988)
 FJ0733
 FJ0733'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0733'RECOVERED IN GOOD CONDITION.
 FJ0733
 FJ0733                          STATION RECOVERY (1990)
 FJ0733
 FJ0733'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0733'RECOVERED IN GOOD CONDITION.
 FJ0733
 FJ0733                          STATION RECOVERY (1990)
 FJ0733
 FJ0733'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0757 ***********************************************************************
 FJ0757  DESIGNATION -  F 196
 FJ0757  PID         -  FJ0757
 FJ0757  STATE/COUNTY-  OK/OKFUSKEE
 FJ0757  COUNTRY     -  US
 FJ0757  USGS QUAD   -  OKEMAH (2018)
 FJ0757
 FJ0757                         *CURRENT SURVEY CONTROL
 FJ0757  ______________________________________________________________________
 FJ0757* NAD 83(1986) POSITION- 35 27 08.13   (N) 096 21 11.60   (W)   HD_HELD1
 FJ0757* NAVD 88 ORTHO HEIGHT -   264.846 (meters)      868.92  (feet) ADJUSTED
 FJ0757  ______________________________________________________________________
 FJ0757  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 FJ0757  DYNAMIC HEIGHT  -        264.595 (meters)      868.09  (feet) COMP
 FJ0757  MODELED GRAVITY -    979,679.9   (mgal)                       NAVD 88
 FJ0757
 FJ0757  VERT ORDER      -  FIRST     CLASS II
 FJ0757
 FJ0757.The horizontal coordinates were determined by differentially corrected
 FJ0757.hand held GPS observations or other comparable positioning techniques
 FJ0757.and have an estimated accuracy of +/- 3 meters.
 FJ0757
 FJ0757.The orthometric height was determined by differential leveling and
 FJ0757.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0757.in June 1991.
 FJ0757
 FJ0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0757.GEOID18 height accuracy estimate available here.
 FJ0757
 FJ0757.Click photographs - Photos may exist for this station.
 FJ0757
 FJ0757.The dynamic height is computed by dividing the NAVD 88
 FJ0757.geopotential number by the normal gravity value computed on the
 FJ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0757.degrees latitude (g = 980.6199 gals.).
 FJ0757
 FJ0757.The modeled gravity was interpolated from observed gravity values.
 FJ0757
 FJ0757;                    North         East    Units  Estimated Accuracy
 FJ0757;SPC OK N     -    51,447.7     749,495.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0757
 FJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4021426418(NAD 83)
 FJ0757
 FJ0757                          SUPERSEDED SURVEY CONTROL
 FJ0757
 FJ0757.No superseded survey control is available for this station.
 FJ0757
 FJ0757_MARKER: I = METAL ROD
 FJ0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0757_STAMPING: F 196 1984
 FJ0757_MARK LOGO: NGS
 FJ0757_PROJECTION: FLUSH
 FJ0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0757_ROD/PIPE-DEPTH: 5.5 meters
 FJ0757
 FJ0757  HISTORY     - Date     Condition        Report By
 FJ0757  HISTORY     - 1984     MONUMENTED       NGS
 FJ0757  HISTORY     - 1988     GOOD             USPSQD
 FJ0757  HISTORY     - 1990     GOOD             USPSQD
 FJ0757  HISTORY     - 1990     GOOD             USPSQD
 FJ0757
 FJ0757                          STATION DESCRIPTION
 FJ0757
 FJ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0757'5.28 KM (3.3 MI) NW FROM OKEMAH.
 FJ0757'0.4 KM (0.25 MI) NORTH ALONG 5TH STREET FROM THE POST OFFICE IN
 FJ0757'OKEMAH, THENCE 4.88 KM (3.05 MI) NORTHWEST ALONG U.S. HIGHWAY 62, AT A
 FJ0757'GRAVEL ROAD LEADING NORTH, 19.96 METERS (65.5 FT) SOUTHWEST OF THE
 FJ0757'CENTERLINE OF THE HIGHWAY, 28.96 METERS (95.0 FT) NORTHWEST OF THE
 FJ0757'EXTENDED CENTER OF THE GRAVEL ROAD, 24.38 METERS (80.0 FT) NORTHWEST
 FJ0757'OF THE WEST END OF A 4- BY 4-FOOT CONCRETE BOX CULVERT, AND
 FJ0757'0.30 METERS (1.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE AT A T-JUNCTION.
 FJ0757'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0757'THE MARK IS 1.0 M BELOW HIGHWAY.
 FJ0757
 FJ0757                          STATION RECOVERY (1988)
 FJ0757
 FJ0757'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0757'RECOVERED IN GOOD CONDITION.
 FJ0757
 FJ0757                          STATION RECOVERY (1990)
 FJ0757
 FJ0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0757'RECOVERED IN GOOD CONDITION.
 FJ0757
 FJ0757                          STATION RECOVERY (1990)
 FJ0757
 FJ0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0757'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0844 ***********************************************************************
 FH0844  DESIGNATION -  F 197
 FH0844  PID         -  FH0844
 FH0844  STATE/COUNTY-  OK/OKMULGEE
 FH0844  COUNTRY     -  US
 FH0844  USGS QUAD   -  HENRYETTA (2018)
 FH0844
 FH0844                         *CURRENT SURVEY CONTROL
 FH0844  ______________________________________________________________________
 FH0844* NAD 83(1986) POSITION- 35 25 52.80   (N) 095 55 30.30   (W)   HD_HELD1
 FH0844* NAVD 88 ORTHO HEIGHT -   218.610 (meters)      717.22  (feet) ADJUSTED
 FH0844  ______________________________________________________________________
 FH0844  GEOID HEIGHT    -        -29.251 (meters)                     GEOID18
 FH0844  DYNAMIC HEIGHT  -        218.403 (meters)      716.54  (feet) COMP
 FH0844  MODELED GRAVITY -    979,681.8   (mgal)                       NAVD 88
 FH0844
 FH0844  VERT ORDER      -  FIRST     CLASS II
 FH0844
 FH0844.The horizontal coordinates were determined by differentially corrected
 FH0844.hand held GPS observations or other comparable positioning techniques
 FH0844.and have an estimated accuracy of +/- 3 meters.
 FH0844
 FH0844.The orthometric height was determined by differential leveling and
 FH0844.adjusted by the NATIONAL GEODETIC SURVEY
 FH0844.in June 1991.
 FH0844
 FH0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0844.GEOID18 height accuracy estimate available here.
 FH0844
 FH0844.Click photographs - Photos may exist for this station.
 FH0844
 FH0844.The dynamic height is computed by dividing the NAVD 88
 FH0844.geopotential number by the normal gravity value computed on the
 FH0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0844.degrees latitude (g = 980.6199 gals.).
 FH0844
 FH0844.The modeled gravity was interpolated from observed gravity values.
 FH0844
 FH0844;                    North         East    Units  Estimated Accuracy
 FH0844;SPC OK N     -    49,871.5     788,406.8     MT  (+/- 3 meters HH1 GPS) 
 FH0844
 FH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3445124809(NAD 83)
 FH0844
 FH0844                          SUPERSEDED SURVEY CONTROL
 FH0844
 FH0844.No superseded survey control is available for this station.
 FH0844
 FH0844_MARKER: F = FLANGE-ENCASED ROD
 FH0844_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0844+WITH SETTING: INFORMATION.
 FH0844_STAMPING: F 197 1984
 FH0844_MARK LOGO: NGS
 FH0844_PROJECTION: RECESSED 30 CENTIMETERS
 FH0844_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FH0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0844+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 FH0844_ROD/PIPE-DEPTH: 2.1 meters
 FH0844
 FH0844  HISTORY     - Date     Condition        Report By
 FH0844  HISTORY     - 1984     MONUMENTED       NGS
 FH0844  HISTORY     - 1988     GOOD             USPSQD
 FH0844  HISTORY     - 1989     GOOD             USPSQD
 FH0844  HISTORY     - 1990     GOOD             USPSQD
 FH0844  HISTORY     - 20000229 GOOD             OKDOT
 FH0844  HISTORY     - 20220712 GOOD             OKDOT
 FH0844
 FH0844                          STATION DESCRIPTION
 FH0844
 FH0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0844'4.48 KM (2.8 MI) EAST FROM HENRYETTA.
 FH0844'4.48 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0844'U.S. HIGHWAY 75 NORTH AT HENRYETTA, AT THE EAST END OF A HIGHWAY CUT,
 FH0844'0.08 KM (0.05 MI) WEST OF MILEPOST NUMBER 243, 25.73 METERS (84.4 FT)
 FH0844'SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES, AND
 FH0844'25.05 METERS (82.2 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 FH0844'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FH0844'THE MARK IS 0.8 M ABOVE EASTBOUND HIGHWAY.
 FH0844
 FH0844                          STATION RECOVERY (1988)
 FH0844
 FH0844'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0844'RECOVERED IN GOOD CONDITION.
 FH0844
 FH0844                          STATION RECOVERY (1989)
 FH0844
 FH0844'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0844'RECOVERED IN GOOD CONDITION.
 FH0844
 FH0844                          STATION RECOVERY (1990)
 FH0844
 FH0844'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0844'RECOVERED IN GOOD CONDITION.
 FH0844
 FH0844                          STATION RECOVERY (2000)
 FH0844
 FH0844'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (DS)
 FH0844'RECOVERED AS DESCRIBED.
 FH0844
 FH0844                          STATION RECOVERY (2022)
 FH0844
 FH0844'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0844'MIGHT NEED A FEW TREES CUT NEARBY FOR GOOD VISIBILITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0888 ***********************************************************************
 FH0888  DESIGNATION -  F 199
 FH0888  PID         -  FH0888
 FH0888  STATE/COUNTY-  OK/MUSKOGEE
 FH0888  COUNTRY     -  US
 FH0888  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0888
 FH0888                         *CURRENT SURVEY CONTROL
 FH0888  ______________________________________________________________________
 FH0888* NAD 83(1986) POSITION- 35 28 56.     (N) 095 09 00.     (W)   SCALED
 FH0888* NAVD 88 ORTHO HEIGHT -   148.135 (meters)      486.01  (feet) ADJUSTED
 FH0888  ______________________________________________________________________
 FH0888  GEOID HEIGHT    -        -29.942 (meters)                     GEOID18
 FH0888  DYNAMIC HEIGHT  -        147.998 (meters)      485.56  (feet) COMP
 FH0888  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FH0888
 FH0888  VERT ORDER      -  FIRST     CLASS II
 FH0888
 FH0888.The horizontal coordinates were scaled from a map and have
 FH0888.an estimated accuracy of +/- 6 seconds.
 FH0888
 FH0888.The orthometric height was determined by differential leveling and
 FH0888.adjusted by the NATIONAL GEODETIC SURVEY
 FH0888.in June 1991.
 FH0888
 FH0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0888.GEOID18 height accuracy estimate available here.
 FH0888
 FH0888.Click photographs - Photos may exist for this station.
 FH0888
 FH0888.The dynamic height is computed by dividing the NAVD 88
 FH0888.geopotential number by the normal gravity value computed on the
 FH0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0888.degrees latitude (g = 980.6199 gals.).
 FH0888
 FH0888.The modeled gravity was interpolated from observed gravity values.
 FH0888
 FH0888;                    North         East    Units  Estimated Accuracy
 FH0888;SPC OK N     -    57,300.      858,600.      MT  (+/- 180 meters Scaled)
 FH0888
 FH0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV049286(NAD 83)
 FH0888
 FH0888                          SUPERSEDED SURVEY CONTROL
 FH0888
 FH0888.No superseded survey control is available for this station.
 FH0888
 FH0888_MARKER: I = METAL ROD
 FH0888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0888_STAMPING: F 199 1984
 FH0888_MARK LOGO: NGS
 FH0888_PROJECTION: RECESSED 3 CENTIMETERS
 FH0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0888+STABILITY: POSITION/ELEVATION WELL
 FH0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0888+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0888_ROD/PIPE-DEPTH: 17.4 meters
 FH0888
 FH0888  HISTORY     - Date     Condition        Report By
 FH0888  HISTORY     - 1984     MONUMENTED       NGS
 FH0888  HISTORY     - 1988     GOOD             USPSQD
 FH0888  HISTORY     - 1989     GOOD             USPSQD
 FH0888  HISTORY     - 1990     GOOD             USPSQD
 FH0888  HISTORY     - 20020815 GOOD             OKDOT
 FH0888
 FH0888                          STATION DESCRIPTION
 FH0888
 FH0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0888'3.2 KM (2.0 MI) SOUTH FROM WEBBERS FALLS.
 FH0888'AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 100 (ABOUT
 FH0888'TWO MILES SOUTH OF WEBBERS FALLS), 2.4 METERS (8.0 FT) EAST OF THE
 FH0888'EAST SIDE OF THE EAST ONE OF TWO PIERS ON THE SOUTH SIDE OF INTERSTATE
 FH0888'40 EASTBOUND LANES, 7.01 METERS (23.0 FT) SOUTH OF THE CENTERLINE OF
 FH0888'THE EASTBOUND LANES, 1.06 METERS (3.5 FT) WEST-SOUTHWEST OF A STEEL
 FH0888'I-BEAM POST AT THE EAST END OF A METAL GUARDRAIL, AND 0.67 METERS
 FH0888'(2.2 FT) SOUTH OF THE METAL GUARDRAIL.  NOTE, ROD DRIVEN TO REFUSAL
 FH0888'AND ANCHORED AT THIS DEPTH.
 FH0888'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 FH0888'THE MARK IS ABOVE LEVEL WITH EASTBOUND LANES.
 FH0888
 FH0888                          STATION RECOVERY (1988)
 FH0888
 FH0888'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0888'RECOVERED IN GOOD CONDITION.
 FH0888
 FH0888                          STATION RECOVERY (1989)
 FH0888
 FH0888'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0888'RECOVERED IN GOOD CONDITION.
 FH0888
 FH0888                          STATION RECOVERY (1990)
 FH0888
 FH0888'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0888'RECOVERED IN GOOD CONDITION.
 FH0888
 FH0888                          STATION RECOVERY (2002)
 FH0888
 FH0888'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0914 ***********************************************************************
 FH0914  DESIGNATION -  F 200
 FH0914  PID         -  FH0914
 FH0914  STATE/COUNTY-  OK/SEQUOYAH
 FH0914  COUNTRY     -  US
 FH0914  USGS QUAD   -  GANS (2018)
 FH0914
 FH0914                         *CURRENT SURVEY CONTROL
 FH0914  ______________________________________________________________________
 FH0914* NAD 83(1986) POSITION- 35 25 27.     (N) 094 42 32.     (W)   SCALED
 FH0914* NAVD 88 ORTHO HEIGHT -   177.258 (meters)      581.55  (feet) ADJUSTED
 FH0914  ______________________________________________________________________
 FH0914  GEOID HEIGHT    -        -30.093 (meters)                     GEOID18
 FH0914  DYNAMIC HEIGHT  -        177.092 (meters)      581.01  (feet) COMP
 FH0914  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 FH0914
 FH0914  VERT ORDER      -  FIRST     CLASS II
 FH0914
 FH0914.The horizontal coordinates were scaled from a map and have
 FH0914.an estimated accuracy of +/- 6 seconds.
 FH0914
 FH0914.The orthometric height was determined by differential leveling and
 FH0914.adjusted by the NATIONAL GEODETIC SURVEY
 FH0914.in June 1991.
 FH0914
 FH0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0914.GEOID18 height accuracy estimate available here.
 FH0914
 FH0914.Click photographs - Photos may exist for this station.
 FH0914
 FH0914.The dynamic height is computed by dividing the NAVD 88
 FH0914.geopotential number by the normal gravity value computed on the
 FH0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0914.degrees latitude (g = 980.6199 gals.).
 FH0914
 FH0914.The modeled gravity was interpolated from observed gravity values.
 FH0914
 FH0914;                    North         East    Units  Estimated Accuracy
 FH0914;SPC OK N     -    52,130.      898,830.      MT  (+/- 180 meters Scaled)
 FH0914
 FH0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV448214(NAD 83)
 FH0914
 FH0914                          SUPERSEDED SURVEY CONTROL
 FH0914
 FH0914.No superseded survey control is available for this station.
 FH0914
 FH0914_MARKER: DV = VERTICAL CONTROL DISK
 FH0914_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0914_SP_SET: BRIGDE ABUTMENT
 FH0914_STAMPING: F 200 1984
 FH0914_MARK LOGO: NGS
 FH0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0914+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 FH0914
 FH0914  HISTORY     - Date     Condition        Report By
 FH0914  HISTORY     - 1984     MONUMENTED       NGS
 FH0914  HISTORY     - 1988     GOOD             USPSQD
 FH0914  HISTORY     - 1989     GOOD             USPSQD
 FH0914  HISTORY     - 1990     GOOD             USPSQD
 FH0914  HISTORY     - 20020815 GOOD             OKDOT
 FH0914  HISTORY     - 20220804 SEE DESCRIPTION  OKDOT
 FH0914
 FH0914                          STATION DESCRIPTION
 FH0914
 FH0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0914'5.5 KM (3.45 MI) SE FROM SALLISAW.
 FH0914'5.5 KM (3.45 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0914'JUNCTION OF U.S. HIGHWAY 64 (ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF
 FH0914'SALLISAW), AT A PAVED CROSSROAD UNDERPASS, SET IN TOP OF THE SOUTHWEST
 FH0914'END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE IN THE EASTBOUND LANES,
 FH0914'ABOUT 0.76 METERS (2.5 FT) BELOW THE BRIDGE CURB, ALSO 13.7 KM
 FH0914'(8.55 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 FH0914'HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), 7.62 METERS
 FH0914'(25.0 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0914'15.54 METERS (51.0 FT) SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD,
 FH0914'0.54 METERS (1.8 FT) SOUTHEAST OF THE CORNER OF A TURN IN THE
 FH0914'ABUTMENT, AND 0.36 METERS (1.2 FT) NORTHEAST OF THE SOUTHWEST EDGE OF
 FH0914'THE ABUTMENT.
 FH0914'THE MARK IS 0.46 M BELOW EASTBOUND LANES.
 FH0914
 FH0914                          STATION RECOVERY (1988)
 FH0914
 FH0914'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0914'RECOVERED IN GOOD CONDITION.
 FH0914
 FH0914                          STATION RECOVERY (1989)
 FH0914
 FH0914'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0914'RECOVERED IN GOOD CONDITION.
 FH0914
 FH0914                          STATION RECOVERY (1990)
 FH0914
 FH0914'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0914'RECOVERED IN GOOD CONDITION.
 FH0914
 FH0914                          STATION RECOVERY (2002)
 FH0914
 FH0914'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0914'RECOVERED IN GOOD CONDITION.
 FH0914
 FH0914                          STATION RECOVERY (2022)
 FH0914
 FH0914'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0914'BRASS CAP COVERED IN A BLACK TAR LIKE SUBSTANCE.  RECOVERED IN GOOD
 FH0914'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0868 ***********************************************************************
 FH0868  DESIGNATION -  F 201
 FH0868  PID         -  FH0868
 FH0868  STATE/COUNTY-  OK/MCINTOSH
 FH0868  COUNTRY     -  US
 FH0868  USGS QUAD   -  CHECOTAH (2018)
 FH0868
 FH0868                         *CURRENT SURVEY CONTROL
 FH0868  ______________________________________________________________________
 FH0868* NAD 83(1986) POSITION- 35 27 23.     (N) 095 30 42.     (W)   SCALED
 FH0868* NAVD 88 ORTHO HEIGHT -   188.803 (meters)      619.43  (feet) ADJUSTED
 FH0868  ______________________________________________________________________
 FH0868  GEOID HEIGHT    -        -29.808 (meters)                     GEOID18
 FH0868  DYNAMIC HEIGHT  -        188.627 (meters)      618.85  (feet) COMP
 FH0868  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 FH0868
 FH0868  VERT ORDER      -  FIRST     CLASS II
 FH0868
 FH0868.The horizontal coordinates were scaled from a map and have
 FH0868.an estimated accuracy of +/- 6 seconds.
 FH0868
 FH0868.The orthometric height was determined by differential leveling and
 FH0868.adjusted by the NATIONAL GEODETIC SURVEY
 FH0868.in June 1991.
 FH0868
 FH0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0868.GEOID18 height accuracy estimate available here.
 FH0868
 FH0868.Click photographs - Photos may exist for this station.
 FH0868
 FH0868.The dynamic height is computed by dividing the NAVD 88
 FH0868.geopotential number by the normal gravity value computed on the
 FH0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0868.degrees latitude (g = 980.6199 gals.).
 FH0868
 FH0868.The modeled gravity was interpolated from observed gravity values.
 FH0868
 FH0868;                    North         East    Units  Estimated Accuracy
 FH0868;SPC OK S     -   238,290.      825,880.      MT  (+/- 180 meters Scaled)
 FH0868
 FH0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV720265(NAD 83)
 FH0868
 FH0868                          SUPERSEDED SURVEY CONTROL
 FH0868
 FH0868.No superseded survey control is available for this station.
 FH0868
 FH0868_MARKER: I = METAL ROD
 FH0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0868_STAMPING: F 201 1984
 FH0868_MARK LOGO: NGS
 FH0868_PROJECTION: FLUSH
 FH0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0868+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0868_ROD/PIPE-DEPTH: 5.8 meters
 FH0868
 FH0868  HISTORY     - Date     Condition        Report By
 FH0868  HISTORY     - 1984     MONUMENTED       NGS
 FH0868  HISTORY     - 1988     GOOD             USPSQD
 FH0868  HISTORY     - 1989     GOOD             USPSQD
 FH0868  HISTORY     - 1990     GOOD             USPSQD
 FH0868  HISTORY     - 20020815 GOOD             OKDOT
 FH0868
 FH0868                          STATION DESCRIPTION
 FH0868
 FH0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0868'1.5 KM (0.95 MI) EAST FROM CHECOTAH.
 FH0868'1.5 KM (0.95 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0868'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET AT THE
 FH0868'WESTERNMOST ONE OF THREE RIGHT-OF-WAY BRACE POSTS, ABOUT 0.4 KM
 FH0868'(0.25 MI) EAST OF MILEPOST NUMBER 267, 36.0 METERS (118.0 FT) SOUTH OF
 FH0868'THE CENTERLINE OF INTERSTATE HIGHWAY 40 EASTBOUND LANES, 118.6 METERS
 FH0868'(389.0 FT) EAST-SOUTHEAST OF THE EAST EDGE OF THE SOUTH HEADWALL OF A
 FH0868'0.9 METER (3.0 FT) BOX CURVERT, 0.4 METER (1.4 FT) NORTH OF A
 FH0868'RIGHT-OF-WAY FENCE LINE BRACE POST, AND 0.5 METER (1.7 FT) NORTHWEST
 FH0868'OF A WITNESS POST.  NOTE, DRIVEN TO REFUSAL.
 FH0868'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 FH0868'THE MARK IS 0.5 M BELOW EASTBOUND HIGHWAY.
 FH0868
 FH0868                          STATION RECOVERY (1988)
 FH0868
 FH0868'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0868'RECOVERED IN GOOD CONDITION.
 FH0868
 FH0868                          STATION RECOVERY (1989)
 FH0868
 FH0868'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0868'RECOVERED IN GOOD CONDITION.
 FH0868
 FH0868                          STATION RECOVERY (1990)
 FH0868
 FH0868'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0868'RECOVERED IN GOOD CONDITION.
 FH0868
 FH0868                          STATION RECOVERY (2002)
 FH0868
 FH0868'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1311 ***********************************************************************
 GL1311  DESIGNATION -  F 202
 GL1311  PID         -  GL1311
 GL1311  STATE/COUNTY-  OK/CIMARRON
 GL1311  COUNTRY     -  US
 GL1311  USGS QUAD   -  BOISE CITY SE (2018)
 GL1311
 GL1311                         *CURRENT SURVEY CONTROL
 GL1311  ______________________________________________________________________
 GL1311* NAD 83(1986) POSITION- 36 33 34.     (N) 102 33 11.     (W)   SCALED
 GL1311* NAVD 88 ORTHO HEIGHT -  1269.058 (meters)     4163.57  (feet) ADJUSTED
 GL1311  ______________________________________________________________________
 GL1311  GEOID HEIGHT    -        -23.813 (meters)                     GEOID18
 GL1311  DYNAMIC HEIGHT  -       1267.647 (meters)     4158.94  (feet) COMP
 GL1311  MODELED GRAVITY -    979,475.3   (mgal)                       NAVD 88
 GL1311
 GL1311  VERT ORDER      -  FIRST     CLASS II
 GL1311
 GL1311.The horizontal coordinates were scaled from a map and have
 GL1311.an estimated accuracy of +/- 6 seconds.
 GL1311
 GL1311.The orthometric height was determined by differential leveling and
 GL1311.adjusted by the NATIONAL GEODETIC SURVEY
 GL1311.in June 1991.
 GL1311
 GL1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1311.GEOID18 height accuracy estimate available here.
 GL1311
 GL1311.Click photographs - Photos may exist for this station.
 GL1311
 GL1311.The dynamic height is computed by dividing the NAVD 88
 GL1311.geopotential number by the normal gravity value computed on the
 GL1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1311.degrees latitude (g = 980.6199 gals.).
 GL1311
 GL1311.The modeled gravity was interpolated from observed gravity values.
 GL1311
 GL1311;                    North         East    Units  Estimated Accuracy
 GL1311;SPC OK N     -   182,580.      192,560.      MT  (+/- 180 meters Scaled)
 GL1311
 GL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA189487(NAD 83)
 GL1311
 GL1311                          SUPERSEDED SURVEY CONTROL
 GL1311
 GL1311.No superseded survey control is available for this station.
 GL1311
 GL1311_MARKER: I = METAL ROD
 GL1311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1311_STAMPING: F 202 1985
 GL1311_MARK LOGO: NGS
 GL1311_PROJECTION: FLUSH
 GL1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1311_ROD/PIPE-DEPTH: 6.7 meters
 GL1311
 GL1311  HISTORY     - Date     Condition        Report By
 GL1311  HISTORY     - 1985     MONUMENTED       NGS
 GL1311
 GL1311                          STATION DESCRIPTION
 GL1311
 GL1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1311'20.6 KM (12.8 MI) SOUTH FROM BOISE CITY.
 GL1311'20.6 KM (12.8 FT) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1311'IN BOISE CITY, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1311'13.1 M (43.0 FT) SOUTH OF THE EXTENDED CENTER OF A PAVED ROAD LEADING
 GL1311'WEST, AND 1.4 M (4.6 FT) SOUTH OF A UTILITY POLE AND A FENCE CORNER.
 GL1311'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1311'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1311'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1111 ***********************************************************************
 DM1111  DESIGNATION -  F 203
 DM1111  PID         -  DM1111
 DM1111  STATE/COUNTY-  OK/MCCURTAIN
 DM1111  COUNTRY     -  US
 DM1111  USGS QUAD   -  BOKHOMA (2019)
 DM1111
 DM1111                         *CURRENT SURVEY CONTROL
 DM1111  ______________________________________________________________________
 DM1111* NAD 83(1986) POSITION- 33 45 28.     (N) 094 34 23.     (W)   SCALED
 DM1111* NAVD 88 ORTHO HEIGHT -   116.109 (meters)      380.93  (feet) ADJUSTED
 DM1111  ______________________________________________________________________
 DM1111  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 DM1111  DYNAMIC HEIGHT  -        115.990 (meters)      380.54  (feet) COMP
 DM1111  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 DM1111
 DM1111  VERT ORDER      -  FIRST     CLASS II
 DM1111
 DM1111.The horizontal coordinates were scaled from a map and have
 DM1111.an estimated accuracy of +/- 6 seconds.
 DM1111
 DM1111.The orthometric height was determined by differential leveling and
 DM1111.adjusted by the NATIONAL GEODETIC SURVEY
 DM1111.in June 1991.
 DM1111
 DM1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1111.GEOID18 height accuracy estimate available here.
 DM1111
 DM1111.Click photographs - Photos may exist for this station.
 DM1111
 DM1111.The dynamic height is computed by dividing the NAVD 88
 DM1111.geopotential number by the normal gravity value computed on the
 DM1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1111.degrees latitude (g = 980.6199 gals.).
 DM1111
 DM1111.The modeled gravity was interpolated from observed gravity values.
 DM1111
 DM1111;                    North         East    Units  Estimated Accuracy
 DM1111;SPC OK S     -    52,470.      917,450.      MT  (+/- 180 meters Scaled)
 DM1111
 DM1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT543364(NAD 83)
 DM1111
 DM1111                          SUPERSEDED SURVEY CONTROL
 DM1111
 DM1111.No superseded survey control is available for this station.
 DM1111
 DM1111_MARKER: I = METAL ROD
 DM1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1111_STAMPING: F 203 1986
 DM1111_MARK LOGO: NGS
 DM1111_PROJECTION: FLUSH
 DM1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1111_ROD/PIPE-DEPTH: 9.8 meters
 DM1111
 DM1111  HISTORY     - Date     Condition        Report By
 DM1111  HISTORY     - 1986     MONUMENTED       NGS
 DM1111
 DM1111                          STATION DESCRIPTION
 DM1111
 DM1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1111'20.1 KM (12.5 MI) WEST FROM FOREMAN AR.
 DM1111'20.1 KM (12.5 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1111'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1111'14.7 M (48.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.4 M (14.4
 DM1111'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO THE H. H. LEWIS
 DM1111'RESIDENCE, AND 0.8 M (2.6 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS
 DM1111'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1111'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DM1111'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0814 ***********************************************************************
 FJ0814  DESIGNATION -  F 204
 FJ0814  PID         -  FJ0814
 FJ0814  STATE/COUNTY-  OK/CANADIAN
 FJ0814  COUNTRY     -  US
 FJ0814  USGS QUAD   -  EL RENO (2018)
 FJ0814
 FJ0814                         *CURRENT SURVEY CONTROL
 FJ0814  ______________________________________________________________________
 FJ0814* NAD 83(1986) POSITION- 35 36 33.     (N) 097 57 30.     (W)   SCALED
 FJ0814* NAVD 88 ORTHO HEIGHT -   396.995 (meters)     1302.47  (feet) ADJUSTED
 FJ0814  ______________________________________________________________________
 FJ0814  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 FJ0814  DYNAMIC HEIGHT  -        396.614 (meters)     1301.22  (feet) COMP
 FJ0814  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 FJ0814
 FJ0814  VERT ORDER      -  FIRST     CLASS II
 FJ0814
 FJ0814.The horizontal coordinates were scaled from a map and have
 FJ0814.an estimated accuracy of +/- 6 seconds.
 FJ0814
 FJ0814.The orthometric height was determined by differential leveling and
 FJ0814.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0814.in June 1991.
 FJ0814
 FJ0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0814.GEOID18 height accuracy estimate available here.
 FJ0814
 FJ0814.Click photographs - Photos may exist for this station.
 FJ0814
 FJ0814.The dynamic height is computed by dividing the NAVD 88
 FJ0814.geopotential number by the normal gravity value computed on the
 FJ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0814.degrees latitude (g = 980.6199 gals.).
 FJ0814
 FJ0814.The modeled gravity was interpolated from observed gravity values.
 FJ0814
 FJ0814;                    North         East    Units  Estimated Accuracy
 FJ0814;SPC OK N     -    67,590.      603,780.      MT  (+/- 180 meters Scaled)
 FJ0814
 FJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE943411(NAD 83)
 FJ0814
 FJ0814                          SUPERSEDED SURVEY CONTROL
 FJ0814
 FJ0814  NGVD 29 (04/22/92)  396.825  (m)         1301.92   (f) ADJUSTED    1 2
 FJ0814
 FJ0814.Superseded values are not recommended for survey control.
 FJ0814
 FJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0814.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0814
 FJ0814_MARKER: I = METAL ROD
 FJ0814_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0814+WITH SETTING: INFORMATION.
 FJ0814_STAMPING: F 204 1985
 FJ0814_MARK LOGO: NGS
 FJ0814_PROJECTION: FLUSH
 FJ0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0814_ROD/PIPE-DEPTH: 2.1 meters
 FJ0814
 FJ0814  HISTORY     - Date     Condition        Report By
 FJ0814  HISTORY     - 1985     MONUMENTED       NGS
 FJ0814
 FJ0814                          STATION DESCRIPTION
 FJ0814
 FJ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0814'8.4 KM (5.2 MI) NORTH FROM EL RENO.
 FJ0814'8.35 KM (5.19 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0814'COURTHOUSE AT EL RENO, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 FJ0814'GRAVEL SECTION LINE ROAD LEADING EAST, 1.06 KM (0.66 MI) NORTH OF THE
 FJ0814'Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO CONCHO, 40.2 METERS
 FJ0814'(132 FT) EAST OF THE HIGHWAY CENTERLINE, 11.0 METERS (36 FT) SOUTH OF
 FJ0814'THE CENTER OF THE ROAD, 3.7 METERS (12.3 FT) SOUTHWEST OF THE
 FJ0814'SOUTHWEST CORNER OF A 4 BY 4 FOOT CONCRETE PAD FOR A BURIED TELEPHONE
 FJ0814'CABLE ACCESS BOX 551 AND 0.2 METER (0.8 FT) NORTH OF THE EAST-WEST
 FJ0814'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FJ0814'5-INCH LOGO CAP.
 FJ0814'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FJ0814'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0561 ***********************************************************************
 GH0561  DESIGNATION -  F 205
 GH0561  PID         -  GH0561
 GH0561  STATE/COUNTY-  OK/GARFIELD
 GH0561  COUNTRY     -  US
 GH0561  USGS QUAD   -  ENID EAST (2018)
 GH0561
 GH0561                         *CURRENT SURVEY CONTROL
 GH0561  ______________________________________________________________________
 GH0561* NAD 83(1986) POSITION- 36 26 58.     (N) 097 52 21.     (W)   SCALED
 GH0561* NAVD 88 ORTHO HEIGHT -   386.132 (meters)     1266.83  (feet) ADJUSTED
 GH0561  ______________________________________________________________________
 GH0561  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 GH0561  DYNAMIC HEIGHT  -        385.795 (meters)     1265.73  (feet) COMP
 GH0561  MODELED GRAVITY -    979,746.4   (mgal)                       NAVD 88
 GH0561
 GH0561  VERT ORDER      -  FIRST     CLASS II
 GH0561
 GH0561.The horizontal coordinates were scaled from a map and have
 GH0561.an estimated accuracy of +/- 6 seconds.
 GH0561
 GH0561.The orthometric height was determined by differential leveling and
 GH0561.adjusted by the NATIONAL GEODETIC SURVEY
 GH0561.in June 1991.
 GH0561
 GH0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0561.GEOID18 height accuracy estimate available here.
 GH0561
 GH0561.Click photographs - Photos may exist for this station.
 GH0561
 GH0561.The dynamic height is computed by dividing the NAVD 88
 GH0561.geopotential number by the normal gravity value computed on the
 GH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0561.degrees latitude (g = 980.6199 gals.).
 GH0561
 GH0561.The modeled gravity was interpolated from observed gravity values.
 GH0561
 GH0561;                    North         East    Units  Estimated Accuracy
 GH0561;SPC OK N     -   160,830.      611,430.      MT  (+/- 180 meters Scaled)
 GH0561
 GH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF010343(NAD 83)
 GH0561
 GH0561                          SUPERSEDED SURVEY CONTROL
 GH0561
 GH0561  NGVD 29 (04/22/92)  385.960  (m)         1266.27   (f) ADJUSTED    1 2
 GH0561
 GH0561.Superseded values are not recommended for survey control.
 GH0561
 GH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0561.See file dsdata.pdf to determine how the superseded data were derived.
 GH0561
 GH0561_MARKER: F = FLANGE-ENCASED ROD
 GH0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0561_STAMPING: F 205 1985
 GH0561_MARK LOGO: NGS
 GH0561_PROJECTION: FLUSH
 GH0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0561+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0561_ROD/PIPE-DEPTH: 14.0 meters
 GH0561
 GH0561  HISTORY     - Date     Condition        Report By
 GH0561  HISTORY     - 1985     MONUMENTED       NGS
 GH0561  HISTORY     - 20091201 GOOD             INDIV
 GH0561
 GH0561                          STATION DESCRIPTION
 GH0561
 GH0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0561'7.4 KM (4.6 MI) NORTH FROM ENID.
 GH0561'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0561'IN ENID, THENCE 6.4 KM (4.0 MI) NORTH ALONG US HIGHWAY 81, ABOUT 0.16
 GH0561'KM (0.1 MI) NORTH OF PHILLIPS ROAD, ABOUT 61.0 METERS (200 FT) WEST OF
 GH0561'A PAIR OF SMALL OIL STORAGE TANKS, 11.1 METERS (36.5 FT) EAST OF THE
 GH0561'CENTER OF FRONTAGE ROAD, 51.5 METERS (169 FT) SOUTH OF THE NORTH END
 GH0561'OF AN IRON FENCE LINE, 2.1 METERS (6.9 FT) EAST OF A POWER LINE POLE
 GH0561'AND A TELEPHONE JUNCTION BOX AND 0.24 METER (0.8 FT) WEST OF A WHITE
 GH0561'IRON FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0561'CAP.
 GH0561'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0561'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 GH0561
 GH0561                          STATION RECOVERY (2009)
 GH0561
 GH0561'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0610 ***********************************************************************
 GH0610  DESIGNATION -  F 206
 GH0610  PID         -  GH0610
 GH0610  STATE/COUNTY-  OK/GRANT
 GH0610  COUNTRY     -  US
 GH0610  USGS QUAD   -  WAKITA SE (2018)
 GH0610
 GH0610                         *CURRENT SURVEY CONTROL
 GH0610  ______________________________________________________________________
 GH0610* NAD 83(1986) POSITION- 36 48 37.     (N) 097 45 10.     (W)   SCALED
 GH0610* NAVD 88 ORTHO HEIGHT -   333.169 (meters)     1093.07  (feet) ADJUSTED
 GH0610  ______________________________________________________________________
 GH0610  GEOID HEIGHT    -        -28.120 (meters)                     GEOID18
 GH0610  DYNAMIC HEIGHT  -        332.890 (meters)     1092.16  (feet) COMP
 GH0610  MODELED GRAVITY -    979,786.7   (mgal)                       NAVD 88
 GH0610
 GH0610  VERT ORDER      -  FIRST     CLASS II
 GH0610
 GH0610.The horizontal coordinates were scaled from a map and have
 GH0610.an estimated accuracy of +/- 6 seconds.
 GH0610
 GH0610.The orthometric height was determined by differential leveling and
 GH0610.adjusted by the NATIONAL GEODETIC SURVEY
 GH0610.in June 1991.
 GH0610
 GH0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0610.GEOID18 height accuracy estimate available here.
 GH0610
 GH0610.Click photographs - Photos may exist for this station.
 GH0610
 GH0610.The dynamic height is computed by dividing the NAVD 88
 GH0610.geopotential number by the normal gravity value computed on the
 GH0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0610.degrees latitude (g = 980.6199 gals.).
 GH0610
 GH0610.The modeled gravity was interpolated from observed gravity values.
 GH0610
 GH0610;                    North         East    Units  Estimated Accuracy
 GH0610;SPC OK N     -   200,890.      622,060.      MT  (+/- 180 meters Scaled)
 GH0610
 GH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF112745(NAD 83)
 GH0610
 GH0610                          SUPERSEDED SURVEY CONTROL
 GH0610
 GH0610.No superseded survey control is available for this station.
 GH0610
 GH0610_MARKER: I = METAL ROD
 GH0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0610_STAMPING: F 206 1985
 GH0610_MARK LOGO: NGS
 GH0610_PROJECTION: FLUSH
 GH0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0610+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0610_ROD/PIPE-DEPTH: 4.9 meters
 GH0610
 GH0610  HISTORY     - Date     Condition        Report By
 GH0610  HISTORY     - 1985     MONUMENTED       NGS
 GH0610  HISTORY     - 20090528 GOOD             OKDOT
 GH0610
 GH0610                          STATION DESCRIPTION
 GH0610
 GH0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0610'1.8 KM (1.1 MI) WEST FROM MEDFORD.
 GH0610'1.8 KM (1.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0610'HIGHWAY 81 AT MEDFORD, AT A 1/2 MILE SECTION LINE FENCE LEADING NORTH,
 GH0610'0.24 KM (0.15 MI) WEST OF A CROSSROADS, 19.8 METERS (65 FT) NORTH OF
 GH0610'THE HIGHWAY CENTERLINE, 0.3 METER (1 FT) SOUTH OF A FENCE CORNER AND
 GH0610'0.18 METER (0.6 FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 GH0610'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0610'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 GH0610'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0610
 GH0610                          STATION RECOVERY (2009)
 GH0610
 GH0610'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0610'ELEVATION MAY BE GOOD BUT THE CONCRETE SLEEVE HAS BEEN HIT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0596 ***********************************************************************
 GH0596  DESIGNATION -  F 207
 GH0596  PID         -  GH0596
 GH0596  STATE/COUNTY-  OK/KINGFISHER
 GH0596  COUNTRY     -  US
 GH0596  USGS QUAD   -  BISON (2018)
 GH0596
 GH0596                         *CURRENT SURVEY CONTROL
 GH0596  ______________________________________________________________________
 GH0596* NAD 83(1986) POSITION- 36 09 03.     (N) 097 53 21.     (W)   SCALED
 GH0596* NAVD 88 ORTHO HEIGHT -   360.291 (meters)     1182.05  (feet) ADJUSTED
 GH0596  ______________________________________________________________________
 GH0596  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 GH0596  DYNAMIC HEIGHT  -        359.968 (meters)     1180.99  (feet) COMP
 GH0596  MODELED GRAVITY -    979,725.2   (mgal)                       NAVD 88
 GH0596
 GH0596  VERT ORDER      -  FIRST     CLASS II
 GH0596
 GH0596.The horizontal coordinates were scaled from a map and have
 GH0596.an estimated accuracy of +/- 6 seconds.
 GH0596
 GH0596.The orthometric height was determined by differential leveling and
 GH0596.adjusted by the NATIONAL GEODETIC SURVEY
 GH0596.in June 1991.
 GH0596
 GH0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0596.GEOID18 height accuracy estimate available here.
 GH0596
 GH0596.Click photographs - Photos may exist for this station.
 GH0596
 GH0596.The dynamic height is computed by dividing the NAVD 88
 GH0596.geopotential number by the normal gravity value computed on the
 GH0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0596.degrees latitude (g = 980.6199 gals.).
 GH0596
 GH0596.The modeled gravity was interpolated from observed gravity values.
 GH0596
 GH0596;                    North         East    Units  Estimated Accuracy
 GH0596;SPC OK N     -   127,690.      609,970.      MT  (+/- 180 meters Scaled)
 GH0596
 GH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF999012(NAD 83)
 GH0596
 GH0596                          SUPERSEDED SURVEY CONTROL
 GH0596
 GH0596  NGVD 29 (04/22/92)  360.118  (m)         1181.49   (f) ADJUSTED    1 2
 GH0596
 GH0596.Superseded values are not recommended for survey control.
 GH0596
 GH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0596.See file dsdata.pdf to determine how the superseded data were derived.
 GH0596
 GH0596_MARKER: I = METAL ROD
 GH0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0596_STAMPING: F 207 1985
 GH0596_MARK LOGO: NGS
 GH0596_PROJECTION: FLUSH
 GH0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0596_ROD/PIPE-DEPTH: 7.3 meters
 GH0596
 GH0596  HISTORY     - Date     Condition        Report By
 GH0596  HISTORY     - 1985     MONUMENTED       NGS
 GH0596
 GH0596                          STATION DESCRIPTION
 GH0596
 GH0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0596'5.1 KM (3.15 MI) NORTH FROM HENNESSEY.
 GH0596'5.07 KM (3.15 MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0596'HENNESSEY, ALSO 4.94 KM (3.07 MI) SOUTH ALONG US HIGHWAY 81 FROM
 GH0596'BISON, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A FIELD ACCESS
 GH0596'ROAD LEADING EAST, 0.59 KM (0.37 MI) NORTH OF THE JUNCTION OF A GRAVEL
 GH0596'SECTION LINE ROAD, 1.53 KM (0.95 MI) SOUTH OF THE KINGFISHER-GARFIELD
 GH0596'COUNTY LINE, 23.8 METERS (78 FT) EAST OF THE NORTH BOUND LANES, 6.1
 GH0596'METERS (20 FT) NORTH OF THE CENTER OF THE ACCESS ROAD, 10.4 METERS (34
 GH0596'FT) EAST OF THE NORTH END OF A 24-INCH PIPE CULVERT UNDER THE ACCESS
 GH0596'ROAD, 0.9 METER (3 FT) NORTH OF THE SOUTH BRACED WOOD POST IN THE
 GH0596'RIGHT OF WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY
 GH0596'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0596'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0596'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1139 ***********************************************************************
 DM1139  DESIGNATION -  F 208
 DM1139  PID         -  DM1139
 DM1139  STATE/COUNTY-  OK/MCCURTAIN
 DM1139  COUNTRY     -  US
 DM1139  USGS QUAD   -  GARVIN (2019)
 DM1139
 DM1139                         *CURRENT SURVEY CONTROL
 DM1139  ______________________________________________________________________
 DM1139* NAD 83(1986) POSITION- 33 58 33.     (N) 094 59 48.     (W)   SCALED
 DM1139* NAVD 88 ORTHO HEIGHT -   146.378 (meters)      480.24  (feet) ADJUSTED
 DM1139  ______________________________________________________________________
 DM1139  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 DM1139  DYNAMIC HEIGHT  -        146.229 (meters)      479.75  (feet) COMP
 DM1139  MODELED GRAVITY -    979,613.8   (mgal)                       NAVD 88
 DM1139
 DM1139  VERT ORDER      -  FIRST     CLASS II
 DM1139
 DM1139.The horizontal coordinates were scaled from a map and have
 DM1139.an estimated accuracy of +/- 6 seconds.
 DM1139
 DM1139.The orthometric height was determined by differential leveling and
 DM1139.adjusted by the NATIONAL GEODETIC SURVEY
 DM1139.in June 1991.
 DM1139
 DM1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1139.GEOID18 height accuracy estimate available here.
 DM1139
 DM1139.Click photographs - Photos may exist for this station.
 DM1139
 DM1139.The dynamic height is computed by dividing the NAVD 88
 DM1139.geopotential number by the normal gravity value computed on the
 DM1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1139.degrees latitude (g = 980.6199 gals.).
 DM1139
 DM1139.The modeled gravity was interpolated from observed gravity values.
 DM1139
 DM1139;                    North         East    Units  Estimated Accuracy
 DM1139;SPC OK S     -    75,400.      877,500.      MT  (+/- 180 meters Scaled)
 DM1139
 DM1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT155612(NAD 83)
 DM1139
 DM1139                          SUPERSEDED SURVEY CONTROL
 DM1139
 DM1139.No superseded survey control is available for this station.
 DM1139
 DM1139_MARKER: I = METAL ROD
 DM1139_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1139+WITH SETTING: INFORMATION.
 DM1139_STAMPING: F 208 1986
 DM1139_MARK LOGO: NGS
 DM1139_PROJECTION: FLUSH
 DM1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1139_ROD/PIPE-DEPTH: 2.2 meters
 DM1139
 DM1139  HISTORY     - Date     Condition        Report By
 DM1139  HISTORY     - 1986     MONUMENTED       NGS
 DM1139
 DM1139                          STATION DESCRIPTION
 DM1139
 DM1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1139'19.5 KM (12.1 MI) WEST FROM IDABEL.
 DM1139'19.5 KM (12.1 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1139'WITH U.S. HIGHWAY 259 IN IDABEL, AND 25.1 M (82.3 FT) NORTHEAST OF THE
 DM1139'CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 DM1139'A 5-INCH LOGO CAP.
 DM1139'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1139'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0788 ***********************************************************************
 EK0788  DESIGNATION -  F 209
 EK0788  PID         -  EK0788
 EK0788  STATE/COUNTY-  OK/CHOCTAW
 EK0788  COUNTRY     -  US
 EK0788  USGS QUAD   -  HUGO (2019)
 EK0788
 EK0788                         *CURRENT SURVEY CONTROL
 EK0788  ______________________________________________________________________
 EK0788* NAD 83(1986) POSITION- 34 02 26.     (N) 095 35 27.     (W)   SCALED
 EK0788* NAVD 88 ORTHO HEIGHT -   175.583 (meters)      576.06  (feet) ADJUSTED
 EK0788  ______________________________________________________________________
 EK0788  GEOID HEIGHT    -        -29.149 (meters)                     GEOID18
 EK0788  DYNAMIC HEIGHT  -        175.394 (meters)      575.44  (feet) COMP
 EK0788  MODELED GRAVITY -    979,557.6   (mgal)                       NAVD 88
 EK0788
 EK0788  VERT ORDER      -  FIRST     CLASS II
 EK0788
 EK0788.The horizontal coordinates were scaled from a map and have
 EK0788.an estimated accuracy of +/- 6 seconds.
 EK0788
 EK0788.The orthometric height was determined by differential leveling and
 EK0788.adjusted by the NATIONAL GEODETIC SURVEY
 EK0788.in June 1991.
 EK0788
 EK0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0788.GEOID18 height accuracy estimate available here.
 EK0788
 EK0788.Click photographs - Photos may exist for this station.
 EK0788
 EK0788.The dynamic height is computed by dividing the NAVD 88
 EK0788.geopotential number by the normal gravity value computed on the
 EK0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0788.degrees latitude (g = 980.6199 gals.).
 EK0788
 EK0788.The modeled gravity was interpolated from observed gravity values.
 EK0788
 EK0788;                    North         East    Units  Estimated Accuracy
 EK0788;SPC OK S     -    81,100.      822,440.      MT  (+/- 180 meters Scaled)
 EK0788
 EK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT608696(NAD 83)
 EK0788
 EK0788                          SUPERSEDED SURVEY CONTROL
 EK0788
 EK0788.No superseded survey control is available for this station.
 EK0788
 EK0788_MARKER: I = METAL ROD
 EK0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0788_STAMPING: F 209 1986
 EK0788_MARK LOGO: NGS
 EK0788_PROJECTION: FLUSH
 EK0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0788_ROD/PIPE-DEPTH: 5.5 meters
 EK0788
 EK0788  HISTORY     - Date     Condition        Report By
 EK0788  HISTORY     - 1986     MONUMENTED       NGS
 EK0788
 EK0788                          STATION DESCRIPTION
 EK0788
 EK0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0788'8.4 KM (5.2 MI) WEST FROM HUGO.
 EK0788'8.4 KM (5.2 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0788'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 23.1 M (75.8 FT) WEST OF A
 EK0788'UTILITY POLE, 16.9 M (55.4 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 EK0788'LEADING NORTH, 11.3 M (37.1 FT) NORTH OF THE CENTERLINE OF THE
 EK0788'HIGHWAY, AND 11.0 M (36.1 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO
 EK0788'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0788'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0788'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1120 ***********************************************************************
 DM1120  DESIGNATION -  F 210
 DM1120  PID         -  DM1120
 DM1120  STATE/COUNTY-  OK/MCCURTAIN
 DM1120  COUNTRY     -  US
 DM1120  USGS QUAD   -  SHULTS (2019)
 DM1120
 DM1120                         *CURRENT SURVEY CONTROL
 DM1120  ______________________________________________________________________
 DM1120* NAD 83(1986) POSITION- 33 53 23.     (N) 094 39 09.     (W)   SCALED
 DM1120* NAVD 88 ORTHO HEIGHT -   112.247 (meters)      368.26  (feet) ADJUSTED
 DM1120  ______________________________________________________________________
 DM1120  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 DM1120  DYNAMIC HEIGHT  -        112.133 (meters)      367.89  (feet) COMP
 DM1120  MODELED GRAVITY -    979,617.9   (mgal)                       NAVD 88
 DM1120
 DM1120  VERT ORDER      -  FIRST     CLASS II
 DM1120
 DM1120.The horizontal coordinates were scaled from a map and have
 DM1120.an estimated accuracy of +/- 6 seconds.
 DM1120
 DM1120.The orthometric height was determined by differential leveling and
 DM1120.adjusted by the NATIONAL GEODETIC SURVEY
 DM1120.in June 1991.
 DM1120
 DM1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1120.GEOID18 height accuracy estimate available here.
 DM1120
 DM1120.Click photographs - Photos may exist for this station.
 DM1120
 DM1120.The dynamic height is computed by dividing the NAVD 88
 DM1120.geopotential number by the normal gravity value computed on the
 DM1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1120.degrees latitude (g = 980.6199 gals.).
 DM1120
 DM1120.The modeled gravity was interpolated from observed gravity values.
 DM1120
 DM1120;                    North         East    Units  Estimated Accuracy
 DM1120;SPC OK S     -    66,850.      909,600.      MT  (+/- 180 meters Scaled)
 DM1120
 DM1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT471511(NAD 83)
 DM1120
 DM1120                          SUPERSEDED SURVEY CONTROL
 DM1120
 DM1120.No superseded survey control is available for this station.
 DM1120
 DM1120_MARKER: I = METAL ROD
 DM1120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1120_STAMPING: F 210 1986
 DM1120_MARK LOGO: NGS
 DM1120_PROJECTION: FLUSH
 DM1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1120_ROD/PIPE-DEPTH: 3.7 meters
 DM1120
 DM1120  HISTORY     - Date     Condition        Report By
 DM1120  HISTORY     - 1986     MONUMENTED       NGS
 DM1120
 DM1120                          STATION DESCRIPTION
 DM1120
 DM1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1120'16.7 KM (10.4 MI) EAST FROM IDABEL.
 DM1120'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1120'U.S. HIGHWAY 259 IN IDABEL, THENCE 13.2 KM (8.2 MI) EASTERLY ALONG
 DM1120'STATE HIGHWAY 3, 0.4 KM (0.25 MI) SOUTH OF THE SOUTH END OF A CURVE IN
 DM1120'THE HIGHWAY, 15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 DM1120'AND 11.8 M (38.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY.  NOTE--ACCESS
 DM1120'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1120'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1120'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0668 ***********************************************************************
 EL0668  DESIGNATION -  F 211
 EL0668  PID         -  EL0668
 EL0668  STATE/COUNTY-  OK/STEPHENS
 EL0668  COUNTRY     -  US
 EL0668  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0668
 EL0668                         *CURRENT SURVEY CONTROL
 EL0668  ______________________________________________________________________
 EL0668* NAD 83(1986) POSITION- 34 30 59.     (N) 097 58 01.     (W)   SCALED
 EL0668* NAVD 88 ORTHO HEIGHT -   340.921 (meters)     1118.51  (feet) ADJUSTED
 EL0668  ______________________________________________________________________
 EL0668  GEOID HEIGHT    -        -25.786 (meters)                     GEOID18
 EL0668  DYNAMIC HEIGHT  -        340.569 (meters)     1117.35  (feet) COMP
 EL0668  MODELED GRAVITY -    979,592.7   (mgal)                       NAVD 88
 EL0668
 EL0668  VERT ORDER      -  FIRST     CLASS II
 EL0668
 EL0668.The horizontal coordinates were scaled from a map and have
 EL0668.an estimated accuracy of +/- 6 seconds.
 EL0668
 EL0668.The orthometric height was determined by differential leveling and
 EL0668.adjusted by the NATIONAL GEODETIC SURVEY
 EL0668.in June 1991.
 EL0668
 EL0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0668.GEOID18 height accuracy estimate available here.
 EL0668
 EL0668.Click photographs - Photos may exist for this station.
 EL0668
 EL0668.The dynamic height is computed by dividing the NAVD 88
 EL0668.geopotential number by the normal gravity value computed on the
 EL0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0668.degrees latitude (g = 980.6199 gals.).
 EL0668
 EL0668.The modeled gravity was interpolated from observed gravity values.
 EL0668
 EL0668;                    North         East    Units  Estimated Accuracy
 EL0668;SPC OK S     -   131,230.      603,040.      MT  (+/- 180 meters Scaled)
 EL0668
 EL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND948198(NAD 83)
 EL0668
 EL0668                          SUPERSEDED SURVEY CONTROL
 EL0668
 EL0668.No superseded survey control is available for this station.
 EL0668
 EL0668_MARKER: I = METAL ROD
 EL0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0668_STAMPING: F 211 1986
 EL0668_MARK LOGO: NGS
 EL0668_PROJECTION: FLUSH
 EL0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0668_ROD/PIPE-DEPTH: 11.3 meters
 EL0668
 EL0668  HISTORY     - Date     Condition        Report By
 EL0668  HISTORY     - 1986     MONUMENTED       NGS
 EL0668
 EL0668                          STATION DESCRIPTION
 EL0668
 EL0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0668'IN DUNCAN.
 EL0668'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND CHISOLM DRIVE,
 EL0668'52.0 M (170.6 FT) NORTH OF THE EXTENDED CENTER OF THE DRIVE AND THE
 EL0668'ENTRANCE TO THE WARD MALL, 12.8 M (42.0 FT) EAST OF THE CENTERLINE OF
 EL0668'THE NORTH BOUND LANES OF THE HIGHWAY, 5.1 M (16.7 FT) WEST OF THE WEST
 EL0668'CURB OF THE MALL PARKING LOT, AND 0.7 M (2.3 FT) NORTH OF A UTILITY
 EL0668'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0668'THE MARK IS 0.8 METERS  NNE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0949 ***********************************************************************
 DN0949  DESIGNATION -  F 212
 DN0949  PID         -  DN0949
 DN0949  STATE/COUNTY-  OK/BRYAN
 DN0949  COUNTRY     -  US
 DN0949  USGS QUAD   -  BLUE (2018)
 DN0949
 DN0949                         *CURRENT SURVEY CONTROL
 DN0949  ______________________________________________________________________
 DN0949* NAD 83(1986) POSITION- 33 59 53.     (N) 096 13 37.     (W)   SCALED
 DN0949* NAVD 88 ORTHO HEIGHT -   177.984 (meters)      583.94  (feet) ADJUSTED
 DN0949  ______________________________________________________________________
 DN0949  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 DN0949  DYNAMIC HEIGHT  -        177.802 (meters)      583.34  (feet) COMP
 DN0949  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DN0949
 DN0949  VERT ORDER      -  FIRST     CLASS II
 DN0949
 DN0949.The horizontal coordinates were scaled from a map and have
 DN0949.an estimated accuracy of +/- 6 seconds.
 DN0949
 DN0949.The orthometric height was determined by differential leveling and
 DN0949.adjusted by the NATIONAL GEODETIC SURVEY
 DN0949.in June 1991.
 DN0949
 DN0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0949.GEOID18 height accuracy estimate available here.
 DN0949
 DN0949.Click photographs - Photos may exist for this station.
 DN0949
 DN0949.The dynamic height is computed by dividing the NAVD 88
 DN0949.geopotential number by the normal gravity value computed on the
 DN0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0949.degrees latitude (g = 980.6199 gals.).
 DN0949
 DN0949.The modeled gravity was interpolated from observed gravity values.
 DN0949
 DN0949;                    North         East    Units  Estimated Accuracy
 DN0949;SPC OK S     -    75,170.      763,800.      MT  (+/- 180 meters Scaled)
 DN0949
 DN0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC561654(NAD 83)
 DN0949
 DN0949                          SUPERSEDED SURVEY CONTROL
 DN0949
 DN0949.No superseded survey control is available for this station.
 DN0949
 DN0949_MARKER: I = METAL ROD
 DN0949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0949_STAMPING: F 212 1986
 DN0949_MARK LOGO: NGS
 DN0949_PROJECTION: FLUSH
 DN0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0949_ROD/PIPE-DEPTH: 3.1 meters
 DN0949
 DN0949  HISTORY     - Date     Condition        Report By
 DN0949  HISTORY     - 1986     MONUMENTED       NGS
 DN0949
 DN0949                          STATION DESCRIPTION
 DN0949
 DN0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0949'15.2 KM (9.45 MI) EAST FROM DURANT.
 DN0949'15.2 KM (9.45 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DN0949'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 15.8 M (51.8 FT) SOUTH
 DN0949'OF THE CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) EAST-SOUTHEAST OF
 DN0949'UTILITY POLE NUMBER 98, AND 3.3 M (10.8 FT) SOUTHWEST OF A GUY WIRE
 DN0949'ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0949'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DN0949'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1043 ***********************************************************************
 DN1043  DESIGNATION -  F 213
 DN1043  PID         -  DN1043
 DN1043  STATE/COUNTY-  OK/JEFFERSON
 DN1043  COUNTRY     -  US
 DN1043  USGS QUAD   -  TERRAL (2019)
 DN1043
 DN1043                         *CURRENT SURVEY CONTROL
 DN1043  ______________________________________________________________________
 DN1043* NAD 83(1986) POSITION- 33 59 18.     (N) 097 56 27.     (W)   SCALED
 DN1043* NAVD 88 ORTHO HEIGHT -   256.771 (meters)      842.42  (feet) ADJUSTED
 DN1043  ______________________________________________________________________
 DN1043  GEOID HEIGHT    -        -26.321 (meters)                     GEOID18
 DN1043  DYNAMIC HEIGHT  -        256.498 (meters)      841.53  (feet) COMP
 DN1043  MODELED GRAVITY -    979,566.9   (mgal)                       NAVD 88
 DN1043
 DN1043  VERT ORDER      -  FIRST     CLASS II
 DN1043
 DN1043.The horizontal coordinates were scaled from a map and have
 DN1043.an estimated accuracy of +/- 6 seconds.
 DN1043
 DN1043.The orthometric height was determined by differential leveling and
 DN1043.adjusted by the NATIONAL GEODETIC SURVEY
 DN1043.in June 1991.
 DN1043
 DN1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1043.GEOID18 height accuracy estimate available here.
 DN1043
 DN1043.Click photographs - Photos may exist for this station.
 DN1043
 DN1043.The dynamic height is computed by dividing the NAVD 88
 DN1043.geopotential number by the normal gravity value computed on the
 DN1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1043.degrees latitude (g = 980.6199 gals.).
 DN1043
 DN1043.The modeled gravity was interpolated from observed gravity values.
 DN1043
 DN1043;                    North         East    Units  Estimated Accuracy
 DN1043;SPC OK S     -    72,660.      605,470.      MT  (+/- 180 meters Scaled)
 DN1043
 DN1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978613(NAD 83)
 DN1043
 DN1043                          SUPERSEDED SURVEY CONTROL
 DN1043
 DN1043.No superseded survey control is available for this station.
 DN1043
 DN1043_MARKER: DV = VERTICAL CONTROL DISK
 DN1043_SETTING: 66 = SET IN ROCK OUTCROP
 DN1043_STAMPING: F 213 1986
 DN1043_MARK LOGO: NGS
 DN1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1043+STABILITY: POSITION/ELEVATION WELL
 DN1043
 DN1043  HISTORY     - Date     Condition        Report By
 DN1043  HISTORY     - 1986     MONUMENTED       NGS
 DN1043
 DN1043                          STATION DESCRIPTION
 DN1043
 DN1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1043'20.0 KM (12.4 MI) SOUTH FROM WAURIKA.
 DN1043'20.0 KM (12.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1043'WITH U.S. HIGHWAY 70 IN WAURIKA, IN AN EXPOSED AREA OF OUTCROPPING
 DN1043'BEDROCK, 32.9 M (107.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DN1043'HIGHWAY BRIDGE SPANNING FLAT CREEK, 19.6 M (64.3 FT) EAST OF THE
 DN1043'CENTERLINE OF THE HIGHWAY, AND 14.4 M (47.2 FT) NORTHWEST OF THE
 DN1043'CENTER OF A GATE.
 DN1043'THE MARK IS 11.2 METERS  W FROM  A WITNESS POST AND FENCE
 DN1043'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0695 ***********************************************************************
 EL0695  DESIGNATION -  F 214
 EL0695  PID         -  EL0695
 EL0695  STATE/COUNTY-  OK/GRADY
 EL0695  COUNTRY     -  US
 EL0695  USGS QUAD   -  NINNEKAH (2018)
 EL0695
 EL0695                         *CURRENT SURVEY CONTROL
 EL0695  ______________________________________________________________________
 EL0695* NAD 83(1986) POSITION- 34 56 39.     (N) 097 57 08.     (W)   SCALED
 EL0695* NAVD 88 ORTHO HEIGHT -   335.401 (meters)     1100.39  (feet) ADJUSTED
 EL0695  ______________________________________________________________________
 EL0695  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 EL0695  DYNAMIC HEIGHT  -        335.069 (meters)     1099.31  (feet) COMP
 EL0695  MODELED GRAVITY -    979,634.8   (mgal)                       NAVD 88
 EL0695
 EL0695  VERT ORDER      -  FIRST     CLASS II
 EL0695
 EL0695.The horizontal coordinates were scaled from a map and have
 EL0695.an estimated accuracy of +/- 6 seconds.
 EL0695
 EL0695.The orthometric height was determined by differential leveling and
 EL0695.adjusted by the NATIONAL GEODETIC SURVEY
 EL0695.in June 1991.
 EL0695
 EL0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0695.GEOID18 height accuracy estimate available here.
 EL0695
 EL0695.Click photographs - Photos may exist for this station.
 EL0695
 EL0695.The dynamic height is computed by dividing the NAVD 88
 EL0695.geopotential number by the normal gravity value computed on the
 EL0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0695.degrees latitude (g = 980.6199 gals.).
 EL0695
 EL0695.The modeled gravity was interpolated from observed gravity values.
 EL0695
 EL0695;                    North         East    Units  Estimated Accuracy
 EL0695;SPC OK S     -   178,680.      604,360.      MT  (+/- 180 meters Scaled)
 EL0695
 EL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956673(NAD 83)
 EL0695
 EL0695                          SUPERSEDED SURVEY CONTROL
 EL0695
 EL0695.No superseded survey control is available for this station.
 EL0695
 EL0695_MARKER: I = METAL ROD
 EL0695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0695_SP_SET: BRIDGE ABUTMENT
 EL0695_STAMPING: F 214 1986
 EL0695_MARK LOGO: NGS
 EL0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0695+STABILITY: POSITION/ELEVATION WELL
 EL0695
 EL0695  HISTORY     - Date     Condition        Report By
 EL0695  HISTORY     - 1986     MONUMENTED       NGS
 EL0695
 EL0695                          STATION DESCRIPTION
 EL0695
 EL0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0695'12.8 KM (7.95 MI) SOUTH FROM CHICKASHA.
 EL0695'12.8 KM (7.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0695'BUILDING IN CHICKASHA, IN THE EAST END OF THE NORTH ABUTMENT OF THE
 EL0695'SOUTH BOUND HIGHWAY BRIDGE SPANNING THE LITTLE WASHITA RIVER, 12.1 M
 EL0695'(39.7 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 EL0695'HIGHWAY, 7.3 M (24.0 FT) EAST OF THE CENTER OF THE SOUTH BOUND LANES
 EL0695'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF THE SOUTH FACE OF A RETAINING
 EL0695'WALL, AND 0.4 M (1.3 FT) NORTH OF THE SOUTH EDGE OF THE ABUTMENT.
 EL0695'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0803 ***********************************************************************
 FJ0803  DESIGNATION -  F 215
 FJ0803  PID         -  FJ0803
 FJ0803  STATE/COUNTY-  OK/CANADIAN
 FJ0803  COUNTRY     -  US
 FJ0803  USGS QUAD   -  MINCO (2018)
 FJ0803
 FJ0803                         *CURRENT SURVEY CONTROL
 FJ0803  ______________________________________________________________________
 FJ0803* NAD 83(1986) POSITION- 35 21 57.9    (N) 097 55 48.3    (W)   HD_HELD2
 FJ0803* NAVD 88 ORTHO HEIGHT -   384.024 (meters)     1259.92  (feet) ADJUSTED
 FJ0803  ______________________________________________________________________
 FJ0803  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 FJ0803  DYNAMIC HEIGHT  -        383.643 (meters)     1258.67  (feet) COMP
 FJ0803  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 FJ0803
 FJ0803  VERT ORDER      -  FIRST     CLASS II
 FJ0803
 FJ0803.The horizontal coordinates were established by autonomous hand held GPS
 FJ0803.observations and have an estimated accuracy of +/- 10 meters.
 FJ0803
 FJ0803.The orthometric height was determined by differential leveling and
 FJ0803.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0803.in June 1991.
 FJ0803
 FJ0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0803.GEOID18 height accuracy estimate available here.
 FJ0803
 FJ0803.Click photographs - Photos may exist for this station.
 FJ0803
 FJ0803.The dynamic height is computed by dividing the NAVD 88
 FJ0803.geopotential number by the normal gravity value computed on the
 FJ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0803.degrees latitude (g = 980.6199 gals.).
 FJ0803
 FJ0803.The modeled gravity was interpolated from observed gravity values.
 FJ0803
 FJ0803;                    North         East    Units  Estimated Accuracy
 FJ0803;SPC OK N     -    40,621.      606,354.      MT  (+/- 10 meters HH2 GPS)
 FJ0803
 FJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9719614166(NAD 83)
 FJ0803
 FJ0803                          SUPERSEDED SURVEY CONTROL
 FJ0803
 FJ0803.No superseded survey control is available for this station.
 FJ0803
 FJ0803_MARKER: DV = VERTICAL CONTROL DISK
 FJ0803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0803_SP_SET: BRIDGE ABUTMENT
 FJ0803_STAMPING: F 215 1986
 FJ0803_MARK LOGO: NGS
 FJ0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0803+STABILITY: POSITION/ELEVATION WELL
 FJ0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0803+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 FJ0803
 FJ0803  HISTORY     - Date     Condition        Report By
 FJ0803  HISTORY     - 1986     MONUMENTED       NGS
 FJ0803  HISTORY     - 20030624 GOOD             OKDOT
 FJ0803
 FJ0803                          STATION DESCRIPTION
 FJ0803
 FJ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0803'17.6 KM (10.95 MI) SOUTH FROM EL RENO.
 FJ0803'15.3 KM (9.5 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0803'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, IN THE WEST
 FJ0803'END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 FJ0803'CANADIAN RIVER, AND 2.9 M (9.5 FT) EAST OF THE NEAR RAIL.
 FJ0803'THE MARK IS 2.2 M BELOW THE TRACKS.
 FJ0803
 FJ0803                          STATION RECOVERY (2003)
 FJ0803
 FJ0803'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 FJ0803'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1394 ***********************************************************************
 FJ1394  DESIGNATION -  F 216
 FJ1394  PID         -  FJ1394
 FJ1394  STATE/COUNTY-  OK/CLEVELAND
 FJ1394  COUNTRY     -  US
 FJ1394  USGS QUAD   -  MOORE (2018)
 FJ1394
 FJ1394                         *CURRENT SURVEY CONTROL
 FJ1394  ______________________________________________________________________
 FJ1394* NAD 83(1986) POSITION- 35 21 46.96   (N) 097 29 08.34   (W)   HD_HELD1
 FJ1394* NAVD 88 ORTHO HEIGHT -   393.546 (meters)     1291.16  (feet) ADJUSTED
 FJ1394  ______________________________________________________________________
 FJ1394  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 FJ1394  DYNAMIC HEIGHT  -        393.166 (meters)     1289.91  (feet) COMP
 FJ1394  MODELED GRAVITY -    979,657.7   (mgal)                       NAVD 88
 FJ1394
 FJ1394  VERT ORDER      -  FIRST     CLASS II
 FJ1394
 FJ1394.The horizontal coordinates were determined by differentially corrected
 FJ1394.hand held GPS observations or other comparable positioning techniques
 FJ1394.and have an estimated accuracy of +/- 3 meters.
 FJ1394
 FJ1394.The orthometric height was determined by differential leveling and
 FJ1394.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1394.in August 1994.
 FJ1394
 FJ1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1394.GEOID18 height accuracy estimate available here.
 FJ1394
 FJ1394.Click photographs - Photos may exist for this station.
 FJ1394
 FJ1394.The dynamic height is computed by dividing the NAVD 88
 FJ1394.geopotential number by the normal gravity value computed on the
 FJ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1394.degrees latitude (g = 980.6199 gals.).
 FJ1394
 FJ1394.The modeled gravity was interpolated from observed gravity values.
 FJ1394
 FJ1394;                    North         East    Units  Estimated Accuracy
 FJ1394;SPC OK S     -   225,271.5     646,746.9     MT  (+/- 3 meters HH1 GPS) 
 FJ1394
 FJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3757914356(NAD 83)
 FJ1394
 FJ1394                          SUPERSEDED SURVEY CONTROL
 FJ1394
 FJ1394.No superseded survey control is available for this station.
 FJ1394
 FJ1394_MARKER: F = FLANGE-ENCASED ROD
 FJ1394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1394_STAMPING: F 216 1994
 FJ1394_MARK LOGO: NGS
 FJ1394_PROJECTION: FLUSH
 FJ1394_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1394+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1394_ROD/PIPE-DEPTH: 4.9 meters
 FJ1394
 FJ1394  HISTORY     - Date     Condition        Report By
 FJ1394  HISTORY     - 1994     MONUMENTED       NGS
 FJ1394
 FJ1394                          STATION DESCRIPTION
 FJ1394
 FJ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1394'IN MOORE, AT THE INTERSECTION OF NORTHEAST 27TH STREET AND POLE ROAD,
 FJ1394'26.3 M (86.3 FT) SOUTH OF THE STREET CENTERLINE, 10.6 M (34.8 FT)
 FJ1394'SOUTH OF A CHAIN-LINK FENCE CORNER, 7.0 M (23.0 FT) WEST OF THE ROAD
 FJ1394'CENTERLINE, 5.1 M (16.7 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX
 FJ1394'NUMBER 440, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE, 0.7 M (2.3 FT)
 FJ1394'ABOVE THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST
 FJ1394'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FJ1394'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0779 ***********************************************************************
 GJ0779  DESIGNATION -  F 217
 GJ0779  PID         -  GJ0779
 GJ0779  STATE/COUNTY-  OK/ELLIS
 GJ0779  COUNTRY     -  US
 GJ0779  USGS QUAD   -  ARNETT SE (2018)
 GJ0779
 GJ0779                         *CURRENT SURVEY CONTROL
 GJ0779  ______________________________________________________________________
 GJ0779* NAD 83(1986) POSITION- 36 06 55.99   (N) 099 45 24.44   (W)   HD_HELD1
 GJ0779* NAVD 88 ORTHO HEIGHT -   729.878 (meters)     2394.61  (feet) ADJUSTED
 GJ0779  ______________________________________________________________________
 GJ0779  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 GJ0779  DYNAMIC HEIGHT  -        729.126 (meters)     2392.14  (feet) COMP
 GJ0779  MODELED GRAVITY -    979,578.4   (mgal)                       NAVD 88
 GJ0779
 GJ0779  VERT ORDER      -  FIRST     CLASS II
 GJ0779
 GJ0779.The horizontal coordinates were determined by differentially corrected
 GJ0779.hand held GPS observations or other comparable positioning techniques
 GJ0779.and have an estimated accuracy of +/- 3 meters.
 GJ0779
 GJ0779.The orthometric height was determined by differential leveling and
 GJ0779.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0779.in August 1994.
 GJ0779
 GJ0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0779.GEOID18 height accuracy estimate available here.
 GJ0779
 GJ0779.Click photographs - Photos may exist for this station.
 GJ0779
 GJ0779.The dynamic height is computed by dividing the NAVD 88
 GJ0779.geopotential number by the normal gravity value computed on the
 GJ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0779.degrees latitude (g = 980.6199 gals.).
 GJ0779
 GJ0779.The modeled gravity was interpolated from observed gravity values.
 GJ0779
 GJ0779;                    North         East    Units  Estimated Accuracy
 GJ0779;SPC OK N     -   125,204.5     441,850.0     MT  (+/- 3 meters HH1 GPS) 
 GJ0779
 GJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3189197030(NAD 83)
 GJ0779
 GJ0779                          SUPERSEDED SURVEY CONTROL
 GJ0779
 GJ0779.No superseded survey control is available for this station.
 GJ0779
 GJ0779_MARKER: I = METAL ROD
 GJ0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0779_STAMPING: F 217 1994
 GJ0779_MARK LOGO: NGS
 GJ0779_PROJECTION: FLUSH
 GJ0779_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0779+SATELLITE: SATELLITE OBSERVATIONS - 1994
 GJ0779_ROD/PIPE-DEPTH: 11.5 meters
 GJ0779
 GJ0779  HISTORY     - Date     Condition        Report By
 GJ0779  HISTORY     - 1994     MONUMENTED       NGS
 GJ0779
 GJ0779                          STATION DESCRIPTION
 GJ0779
 GJ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0779'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0779'ARNETT, THENCE 2.3 KM (1.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0779'24.1 M (79.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 18.6 M
 GJ0779'(61.0 FT) EAST OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) NORTH OF A
 GJ0779'T-JUNCTION UTILITY POLE WITH 3 GUY CABLES, 0.5 M (1.6 FT) ABOVE THE
 GJ0779'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 GJ0779'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1481 ***********************************************************************
 DM1481  DESIGNATION -  F 218
 DM1481  PID         -  DM1481
 DM1481  STATE/COUNTY-  OK/MCCURTAIN
 DM1481  COUNTRY     -  US
 DM1481  USGS QUAD   -  HAWORTH (2019)
 DM1481
 DM1481                         *CURRENT SURVEY CONTROL
 DM1481  ______________________________________________________________________
 DM1481* NAD 83(1986) POSITION- 33 45 02.     (N) 094 41 41.     (W)   SCALED
 DM1481* NAVD 88 ORTHO HEIGHT -   105.687 (meters)      346.74  (feet) ADJUSTED
 DM1481  ______________________________________________________________________
 DM1481  GEOID HEIGHT    -        -27.251 (meters)                     GEOID18
 DM1481  DYNAMIC HEIGHT  -        105.578 (meters)      346.38  (feet) COMP
 DM1481  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 DM1481
 DM1481  VERT ORDER      -  FIRST     CLASS II
 DM1481
 DM1481.The horizontal coordinates were scaled from a map and have
 DM1481.an estimated accuracy of +/- 6 seconds.
 DM1481
 DM1481.The orthometric height was determined by differential leveling and
 DM1481.adjusted by the NATIONAL GEODETIC SURVEY
 DM1481.in August 1994.
 DM1481
 DM1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1481.GEOID18 height accuracy estimate available here.
 DM1481
 DM1481.Click photographs - Photos may exist for this station.
 DM1481
 DM1481.The dynamic height is computed by dividing the NAVD 88
 DM1481.geopotential number by the normal gravity value computed on the
 DM1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1481.degrees latitude (g = 980.6199 gals.).
 DM1481
 DM1481.The modeled gravity was interpolated from observed gravity values.
 DM1481
 DM1481;                    North         East    Units  Estimated Accuracy
 DM1481;SPC OK S     -    51,290.      906,210.      MT  (+/- 180 meters Scaled)
 DM1481
 DM1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT430357(NAD 83)
 DM1481
 DM1481                          SUPERSEDED SURVEY CONTROL
 DM1481
 DM1481.No superseded survey control is available for this station.
 DM1481
 DM1481_MARKER: I = METAL ROD
 DM1481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1481_STAMPING: F 218 1994
 DM1481_MARK LOGO: NGS
 DM1481_PROJECTION: FLUSH
 DM1481_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1481+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1481_ROD/PIPE-DEPTH: 10.1 meters
 DM1481
 DM1481  HISTORY     - Date     Condition        Report By
 DM1481  HISTORY     - 1994     MONUMENTED       NGS
 DM1481
 DM1481                          STATION DESCRIPTION
 DM1481
 DM1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1481'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1481'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 6.5 KM (4.05 MI) SOUTHERLY
 DM1481'ALONG A PAVED ROAD, THENCE 3.5 KM (2.15 MI) WESTERLY ALONG A PAVED
 DM1481'ROAD, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG A PAVED ROAD, 27.7 M
 DM1481'(90.9 FT) WEST OF THE ROAD CENTER, 8.9 M (29.2 FT) NORTH OF THE
 DM1481'CENTER OF A PAVED ROAD, 7.5 M (24.6 FT) WEST OF A FENCE CORNER, 0.4 M
 DM1481'(1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A
 DM1481'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DM1481'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1266 ***********************************************************************
 FH1266  DESIGNATION -  F 219
 FH1266  PID         -  FH1266
 FH1266  STATE/COUNTY-  OK/TULSA
 FH1266  COUNTRY     -  US
 FH1266  USGS QUAD   -  LEONARD (2018)
 FH1266
 FH1266                         *CURRENT SURVEY CONTROL
 FH1266  ______________________________________________________________________
 FH1266* NAD 83(1986) POSITION- 35 54 56.79   (N) 095 48 42.54   (W)   HD_HELD1
 FH1266* NAVD 88 ORTHO HEIGHT -   185.015 (meters)      607.00  (feet) ADJUSTED
 FH1266  ______________________________________________________________________
 FH1266  GEOID HEIGHT    -        -29.165 (meters)                     GEOID18
 FH1266  DYNAMIC HEIGHT  -        184.847 (meters)      606.45  (feet) COMP
 FH1266  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 FH1266
 FH1266  VERT ORDER      -  FIRST     CLASS II
 FH1266
 FH1266.The horizontal coordinates were determined by differentially corrected
 FH1266.hand held GPS observations or other comparable positioning techniques
 FH1266.and have an estimated accuracy of +/- 3 meters.
 FH1266
 FH1266.The orthometric height was determined by differential leveling and
 FH1266.adjusted by the NATIONAL GEODETIC SURVEY
 FH1266.in August 1994.
 FH1266
 FH1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1266.GEOID18 height accuracy estimate available here.
 FH1266
 FH1266.Click photographs - Photos may exist for this station.
 FH1266
 FH1266.The dynamic height is computed by dividing the NAVD 88
 FH1266.geopotential number by the normal gravity value computed on the
 FH1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1266.degrees latitude (g = 980.6199 gals.).
 FH1266
 FH1266.The modeled gravity was interpolated from observed gravity values.
 FH1266
 FH1266;                    North         East    Units  Estimated Accuracy
 FH1266;SPC OK N     -   103,833.1     797,478.6     MT  (+/- 3 meters HH1 GPS) 
 FH1266
 FH1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4627678260(NAD 83)
 FH1266
 FH1266                          SUPERSEDED SURVEY CONTROL
 FH1266
 FH1266.No superseded survey control is available for this station.
 FH1266
 FH1266_MARKER: F = FLANGE-ENCASED ROD
 FH1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1266_STAMPING: F 219 1994
 FH1266_MARK LOGO: NGS
 FH1266_PROJECTION: FLUSH
 FH1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1266+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2022
 FH1266_ROD/PIPE-DEPTH: 4.3 meters
 FH1266
 FH1266  HISTORY     - Date     Condition        Report By
 FH1266  HISTORY     - 1994     MONUMENTED       NGS
 FH1266  HISTORY     - 20221005 GOOD             OKDOT
 FH1266
 FH1266                          STATION DESCRIPTION
 FH1266
 FH1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1266'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1266'IN LEONARD, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG SOUTH 157TH
 FH1266'AVENUE EAST, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG EAST 171ST STREET
 FH1266'SOUTH, 12.1 M (39.7 FT) NORTH OF THE STREET CENTERLINE, 7.2 M
 FH1266'(23.6 FT) EAST OF THE CENTER OF A DRIVEWAY, 4.7 M (15.4 FT) NORTHEAST
 FH1266'OF A UTILITY POLE, 2.2 M (7.2 FT) WEST OF AN UNDERGROUND CABLE
 FH1266'JUNCTION BOX, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE STREET, AND 0.3 M
 FH1266'(1.0 FT) SOUTH OF A WITNESS POST AND A BRACED FENCE POST.
 FH1266'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1266
 FH1266                          STATION RECOVERY (2022)
 FH1266
 FH1266'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH1266'NEEDS HUGE PECAN TREE CUT TO BE SUITABLE FOR OCCUPATION.  SLEEVE
 FH1266'APPEARS TO HAVE SUNK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1418 ***********************************************************************
 FJ1418  DESIGNATION -  F 220
 FJ1418  PID         -  FJ1418
 FJ1418  STATE/COUNTY-  OK/CREEK
 FJ1418  COUNTRY     -  US
 FJ1418  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1418
 FJ1418                         *CURRENT SURVEY CONTROL
 FJ1418  ______________________________________________________________________
 FJ1418* NAD 83(1986) POSITION- 35 59 07.62   (N) 096 06 48.58   (W)   HD_HELD1
 FJ1418* NAVD 88 ORTHO HEIGHT -   203.934 (meters)      669.07  (feet) ADJUSTED
 FJ1418  ______________________________________________________________________
 FJ1418  GEOID HEIGHT    -        -28.713 (meters)                     GEOID18
 FJ1418  DYNAMIC HEIGHT  -        203.754 (meters)      668.48  (feet) COMP
 FJ1418  MODELED GRAVITY -    979,746.6   (mgal)                       NAVD 88
 FJ1418
 FJ1418  VERT ORDER      -  FIRST     CLASS II
 FJ1418
 FJ1418.The horizontal coordinates were determined by differentially corrected
 FJ1418.hand held GPS observations or other comparable positioning techniques
 FJ1418.and have an estimated accuracy of +/- 3 meters.
 FJ1418
 FJ1418.The orthometric height was determined by differential leveling and
 FJ1418.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1418.in August 1994.
 FJ1418
 FJ1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1418.GEOID18 height accuracy estimate available here.
 FJ1418
 FJ1418.Click photographs - Photos may exist for this station.
 FJ1418
 FJ1418.The dynamic height is computed by dividing the NAVD 88
 FJ1418.geopotential number by the normal gravity value computed on the
 FJ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1418.degrees latitude (g = 980.6199 gals.).
 FJ1418
 FJ1418.The modeled gravity was interpolated from observed gravity values.
 FJ1418
 FJ1418;                    North         East    Units  Estimated Accuracy
 FJ1418;SPC OK N     -   110,990.9     770,106.4     MT  (+/- 3 meters HH1 GPS) 
 FJ1418
 FJ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6023686188(NAD 83)
 FJ1418
 FJ1418                          SUPERSEDED SURVEY CONTROL
 FJ1418
 FJ1418.No superseded survey control is available for this station.
 FJ1418
 FJ1418_MARKER: DV = VERTICAL CONTROL DISK
 FJ1418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1418_SP_SET: BRIDGE ABUTMENT
 FJ1418_STAMPING: F 220 1994
 FJ1418_MARK LOGO: NGS
 FJ1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1418+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1418
 FJ1418  HISTORY     - Date     Condition        Report By
 FJ1418  HISTORY     - 1994     MONUMENTED       NGS
 FJ1418  HISTORY     - 20220531 GOOD             OKDOT
 FJ1418
 FJ1418                          STATION DESCRIPTION
 FJ1418
 FJ1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1418'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1418'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, IN TOP OF AND 0.8 M
 FJ1418'(2.6 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 FJ1418'HIGHWAY BRIDGE SPANNING ROCK CREEK, 10.4 M (34.1 FT) EAST OF THE
 FJ1418'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 FJ1418'AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH FACE OF A WINGWALL.
 FJ1418
 FJ1418                          STATION RECOVERY (2022)
 FJ1418
 FJ1418'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1418'NEEDS A FEW TREES REMOVED BUT SHOULD BE SUITABLE FOR OBSERVATIONS
 FJ1418'AFTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9202 ***********************************************************************
 AC9202  DESIGNATION -  F 221
 AC9202  PID         -  AC9202
 AC9202  STATE/COUNTY-  OK/GRANT
 AC9202  COUNTRY     -  US
 AC9202  USGS QUAD   -  EDDY (2018)
 AC9202
 AC9202                         *CURRENT SURVEY CONTROL
 AC9202  ______________________________________________________________________
 AC9202* NAD 83(1986) POSITION- 36 42 35.     (N) 097 28 50.     (W)   SCALED
 AC9202* NAVD 88 ORTHO HEIGHT -   315.778 (meters)     1036.02  (feet) ADJUSTED
 AC9202  ______________________________________________________________________
 AC9202  GEOID HEIGHT    -        -28.421 (meters)                     GEOID18
 AC9202  DYNAMIC HEIGHT  -        315.509 (meters)     1035.13  (feet) COMP
 AC9202  MODELED GRAVITY -    979,769.8   (mgal)                       NAVD 88
 AC9202
 AC9202  VERT ORDER      -  SECOND    CLASS I
 AC9202
 AC9202.The horizontal coordinates were scaled from a map and have
 AC9202.an estimated accuracy of +/- 6 seconds.
 AC9202
 AC9202.The orthometric height was determined by differential leveling and
 AC9202.adjusted by the NATIONAL GEODETIC SURVEY
 AC9202.in July 2002.
 AC9202
 AC9202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9202.GEOID18 height accuracy estimate available here.
 AC9202
 AC9202.Click photographs - Photos may exist for this station.
 AC9202
 AC9202.The dynamic height is computed by dividing the NAVD 88
 AC9202.geopotential number by the normal gravity value computed on the
 AC9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9202.degrees latitude (g = 980.6199 gals.).
 AC9202
 AC9202.The modeled gravity was interpolated from observed gravity values.
 AC9202
 AC9202;                    North         East    Units  Estimated Accuracy
 AC9202;SPC OK N     -   189,830.      646,410.      MT  (+/- 180 meters Scaled)
 AC9202
 AC9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF357637(NAD 83)
 AC9202
 AC9202                          SUPERSEDED SURVEY CONTROL
 AC9202
 AC9202.No superseded survey control is available for this station.
 AC9202
 AC9202_MARKER: I = METAL ROD
 AC9202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9202_STAMPING: F 221 1997
 AC9202_MARK LOGO: NGS
 AC9202_PROJECTION: FLUSH
 AC9202_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9202+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2009
 AC9202_ROD/PIPE-DEPTH: 5.5 meters
 AC9202_SLEEVE-DEPTH  : 0.9 meters
 AC9202
 AC9202  HISTORY     - Date     Condition        Report By
 AC9202  HISTORY     - 1997     MONUMENTED       NGS
 AC9202  HISTORY     - 20090331 GOOD             OKDOT
 AC9202
 AC9202                          STATION DESCRIPTION
 AC9202
 AC9202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9202'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9202'IN LAMONT, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AC9202'13.5 M (44.3 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 9.4 M (30.8
 AC9202'FT) EAST OF THE ROAD CENTER, 4.2 M (13.8 FT) NORTH OF A UTILITY POLE,
 AC9202'0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AC9202'BELOW THE LEVEL OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9202'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9202'SPECIFICATIONS FOR A CLASS A MARK.
 AC9202
 AC9202                          STATION RECOVERY (2009)
 AC9202
 AC9202'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 AC9202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0311 ***********************************************************************
 GL0311  DESIGNATION -  F 23
 GL0311  PID         -  GL0311
 GL0311  STATE/COUNTY-  OK/CIMARRON
 GL0311  COUNTRY     -  US
 GL0311  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL0311
 GL0311                         *CURRENT SURVEY CONTROL
 GL0311  ______________________________________________________________________
 GL0311* NAD 83(1986) POSITION- 36 49 10.     (N) 102 30 59.     (W)   SCALED
 GL0311* NAVD 88 ORTHO HEIGHT -  1283.741 (meters)     4211.74  (feet) ADJUSTED
 GL0311  ______________________________________________________________________
 GL0311  GEOID HEIGHT    -        -23.724 (meters)                     GEOID18
 GL0311  DYNAMIC HEIGHT  -       1282.336 (meters)     4207.13  (feet) COMP
 GL0311  MODELED GRAVITY -    979,492.2   (mgal)                       NAVD 88
 GL0311
 GL0311  VERT ORDER      -  FIRST     CLASS II
 GL0311
 GL0311.The horizontal coordinates were scaled from a map and have
 GL0311.an estimated accuracy of +/- 6 seconds.
 GL0311
 GL0311.The orthometric height was determined by differential leveling and
 GL0311.adjusted by the NATIONAL GEODETIC SURVEY
 GL0311.in June 1991.
 GL0311
 GL0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0311.GEOID18 height accuracy estimate available here.
 GL0311
 GL0311.Click photographs - Photos may exist for this station.
 GL0311
 GL0311.The dynamic height is computed by dividing the NAVD 88
 GL0311.geopotential number by the normal gravity value computed on the
 GL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0311.degrees latitude (g = 980.6199 gals.).
 GL0311
 GL0311.The modeled gravity was interpolated from observed gravity values.
 GL0311
 GL0311;                    North         East    Units  Estimated Accuracy
 GL0311;SPC OK N     -   211,250.      197,180.      MT  (+/- 180 meters Scaled)
 GL0311
 GL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA215777(NAD 83)
 GL0311
 GL0311                          SUPERSEDED SURVEY CONTROL
 GL0311
 GL0311.No superseded survey control is available for this station.
 GL0311
 GL0311_MARKER: DB = BENCH MARK DISK
 GL0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0311_STAMPING: F 23 1933
 GL0311_MARK LOGO: CGS
 GL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0311+STABILITY: SURFACE MOTION
 GL0311
 GL0311  HISTORY     - Date     Condition        Report By
 GL0311  HISTORY     - 1933     MONUMENTED       CGS
 GL0311  HISTORY     - 1966     GOOD             USGS
 GL0311  HISTORY     - 1985     GOOD             NGS
 GL0311
 GL0311                          STATION DESCRIPTION
 GL0311
 GL0311'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0311'6.6 MI N FROM BOISE CITY.
 GL0311'BOISE CITY, CIMARRON COUNTY, 6.35 MI. N. ALONG U.S. HIGHWAY 287 FROM
 GL0311'THE COURTHOUSE AT, T. 4 N., R. 5 E., NEAR THE NW CORNER OF SECTION 15,
 GL0311'NEAR THE NW CORNER OF A YARD AROUND AN ABANDONED FARMHOUSE, 44 FT. S.,
 GL0311'54 FT. E. AND 0.3 FT. LOWER THAN T-RD. E., 18 FT. W. OF A POWERLINE
 GL0311'POLE, 1.5 FT. N. OF A RIGHT OF WAY FENCE, IN CONCRETE POST PROJECTING
 GL0311'0.5 FT.  A STANDARD DISK STAMPED F 28 1933.
 GL0311
 GL0311                          STATION RECOVERY (1985)
 GL0311
 GL0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0311'RECOVERED IN GOOD CONDITION.  ADD=0.3 M (1.0 FT) EAST OF A WITNESS
 GL0311'POST.  NOTE=STATE HIGHWAY 3 IS NOW U.S. HIGHWAYS 385 AND 287.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0283 ***********************************************************************
 FK0283  DESIGNATION -  F 25
 FK0283  PID         -  FK0283
 FK0283  STATE/COUNTY-  OK/DEWEY
 FK0283  COUNTRY     -  US
 FK0283  USGS QUAD   -  LEEDEY (2018)
 FK0283
 FK0283                         *CURRENT SURVEY CONTROL
 FK0283  ______________________________________________________________________
 FK0283* NAD 83(1986) POSITION- 35 51 19.     (N) 099 20 37.     (W)   SCALED
 FK0283* NAVD 88 ORTHO HEIGHT -   614.813 (meters)     2017.10  (feet) ADJUSTED
 FK0283  ______________________________________________________________________
 FK0283  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 FK0283  DYNAMIC HEIGHT  -        614.184 (meters)     2015.04  (feet) COMP
 FK0283  MODELED GRAVITY -    979,590.3   (mgal)                       NAVD 88
 FK0283
 FK0283  VERT ORDER      -  SECOND    CLASS 0
 FK0283
 FK0283.The horizontal coordinates were scaled from a map and have
 FK0283.an estimated accuracy of +/- 6 seconds.
 FK0283
 FK0283.The orthometric height was determined by differential leveling and
 FK0283.adjusted by the NATIONAL GEODETIC SURVEY
 FK0283.in June 1991.
 FK0283
 FK0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0283.GEOID18 height accuracy estimate available here.
 FK0283
 FK0283.Click photographs - Photos may exist for this station.
 FK0283
 FK0283.The dynamic height is computed by dividing the NAVD 88
 FK0283.geopotential number by the normal gravity value computed on the
 FK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0283.degrees latitude (g = 980.6199 gals.).
 FK0283
 FK0283.The modeled gravity was interpolated from observed gravity values.
 FK0283
 FK0283;                    North         East    Units  Estimated Accuracy
 FK0283;SPC OK N     -    95,740.      478,640.      MT  (+/- 180 meters Scaled)
 FK0283
 FK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME689679(NAD 83)
 FK0283
 FK0283                          SUPERSEDED SURVEY CONTROL
 FK0283
 FK0283  NGVD 29 (??/??/92)  614.546  (m)         2016.22   (f) ADJ UNCH    2 0
 FK0283
 FK0283.Superseded values are not recommended for survey control.
 FK0283
 FK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0283.See file dsdata.pdf to determine how the superseded data were derived.
 FK0283
 FK0283_MARKER: DB = BENCH MARK DISK
 FK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0283_STAMPING: F 25 1934
 FK0283_MARK LOGO: CGS
 FK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0283+STABILITY: SURFACE MOTION
 FK0283
 FK0283  HISTORY     - Date     Condition        Report By
 FK0283  HISTORY     - 1934     MONUMENTED       CGS
 FK0283  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0283
 FK0283                          STATION DESCRIPTION
 FK0283
 FK0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0283'0.9 MI S FROM LEEDEY.
 FK0283'0.9 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0283'THE STATION AT LEEDEY, DEWEY COUNTY, 0.2 MILE NORTH OF MILEPOST
 FK0283'170, AT A SECTION-LINE ROAD CROSSING, 48 FEET EAST OF THE TRACK,
 FK0283'AND 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FK0283'DISK, STAMPED F 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0283'NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD
 FK0283'CROSSING IS ABOUT 0.4 MILE SOUTH OF MILEPOST 171.
 FK0283
 FK0283                          STATION RECOVERY (1986)
 FK0283
 FK0283'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0363 ***********************************************************************
 FK0363  DESIGNATION -  F 26
 FK0363  PID         -  FK0363
 FK0363  STATE/COUNTY-  OK/BECKHAM
 FK0363  COUNTRY     -  US
 FK0363  USGS QUAD   -  HOCKER (2018)
 FK0363
 FK0363                         *CURRENT SURVEY CONTROL
 FK0363  ______________________________________________________________________
 FK0363* NAD 83(1986) POSITION- 35 20 06.     (N) 099 27 50.     (W)   SCALED
 FK0363* NAVD 88 ORTHO HEIGHT -   618.875 (meters)     2030.43  (feet) ADJUSTED
 FK0363  ______________________________________________________________________
 FK0363  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0363  DYNAMIC HEIGHT  -        618.226 (meters)     2028.30  (feet) COMP
 FK0363  MODELED GRAVITY -    979,566.3   (mgal)                       NAVD 88
 FK0363
 FK0363  VERT ORDER      -  SECOND    CLASS 0
 FK0363
 FK0363.The horizontal coordinates were scaled from a map and have
 FK0363.an estimated accuracy of +/- 6 seconds.
 FK0363
 FK0363.The orthometric height was determined by differential leveling and
 FK0363.adjusted by the NATIONAL GEODETIC SURVEY
 FK0363.in June 1991.
 FK0363
 FK0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0363.GEOID18 height accuracy estimate available here.
 FK0363
 FK0363.Click photographs - Photos may exist for this station.
 FK0363
 FK0363.The dynamic height is computed by dividing the NAVD 88
 FK0363.geopotential number by the normal gravity value computed on the
 FK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0363.degrees latitude (g = 980.6199 gals.).
 FK0363
 FK0363.The modeled gravity was interpolated from observed gravity values.
 FK0363
 FK0363;                    North         East    Units  Estimated Accuracy
 FK0363;SPC OK S     -   223,010.      466,910.      MT  (+/- 180 meters Scaled)
 FK0363
 FK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME578102(NAD 83)
 FK0363
 FK0363                          SUPERSEDED SURVEY CONTROL
 FK0363
 FK0363  NGVD 29 (??/??/92)  618.615  (m)         2029.57   (f) ADJ UNCH    2 0
 FK0363
 FK0363.Superseded values are not recommended for survey control.
 FK0363
 FK0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0363.See file dsdata.pdf to determine how the superseded data were derived.
 FK0363
 FK0363_MARKER: DB = BENCH MARK DISK
 FK0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0363_STAMPING: F 26 1934
 FK0363_MARK LOGO: CGS
 FK0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0363+STABILITY: SURFACE MOTION
 FK0363
 FK0363  HISTORY     - Date     Condition        Report By
 FK0363  HISTORY     - 1934     MONUMENTED       CGS
 FK0363  HISTORY     - 1958     POOR             CGS
 FK0363  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0363
 FK0363                          STATION DESCRIPTION
 FK0363
 FK0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0363'7.3 MI SW FROM ELK CITY.
 FK0363'7.3 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0363'FROM THE STATION AT ELK CITY, BECKHAM COUNTY, 0.4 MILE SOUTH OF
 FK0363'THE STATION SIGN AT HOCKER, 60 FEET NORTHEAST OF THE CROSSING OF
 FK0363'A SECTION-LINE ROAD, AND NEAR THE INTERSECTION OF THE
 FK0363'RIGHT-OF-WAY LINES.  A STANDARD DISK, STAMPED F 26 1934 AND SET
 FK0363'IN THE TOP OF A CONCRETE POST.
 FK0363
 FK0363                          STATION RECOVERY (1986)
 FK0363
 FK0363'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0258 ***********************************************************************
 EM0258  DESIGNATION -  F 27
 EM0258  PID         -  EM0258
 EM0258  STATE/COUNTY-  OK/JACKSON
 EM0258  COUNTRY     -  US
 EM0258  USGS QUAD   -  MARTHA (2018)
 EM0258
 EM0258                         *CURRENT SURVEY CONTROL
 EM0258  ______________________________________________________________________
 EM0258* NAD 83(1986) POSITION- 34 44 24.     (N) 099 23 32.     (W)   SCALED
 EM0258* NAVD 88 ORTHO HEIGHT -   433.173 (meters)     1421.17  (feet) ADJUSTED
 EM0258  ______________________________________________________________________
 EM0258  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 EM0258  DYNAMIC HEIGHT  -        432.717 (meters)     1419.67  (feet) COMP
 EM0258  MODELED GRAVITY -    979,568.7   (mgal)                       NAVD 88
 EM0258
 EM0258  VERT ORDER      -  SECOND    CLASS 0
 EM0258
 EM0258.The horizontal coordinates were scaled from a map and have
 EM0258.an estimated accuracy of +/- 6 seconds.
 EM0258
 EM0258.The orthometric height was determined by differential leveling and
 EM0258.adjusted by the NATIONAL GEODETIC SURVEY
 EM0258.in June 1991.
 EM0258
 EM0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0258.GEOID18 height accuracy estimate available here.
 EM0258
 EM0258.Click photographs - Photos may exist for this station.
 EM0258
 EM0258.The dynamic height is computed by dividing the NAVD 88
 EM0258.geopotential number by the normal gravity value computed on the
 EM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0258.degrees latitude (g = 980.6199 gals.).
 EM0258
 EM0258.The modeled gravity was interpolated from observed gravity values.
 EM0258
 EM0258;                    North         East    Units  Estimated Accuracy
 EM0258;SPC OK S     -   156,910.      472,520.      MT  (+/- 180 meters Scaled)
 EM0258
 EM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD640442(NAD 83)
 EM0258
 EM0258                          SUPERSEDED SURVEY CONTROL
 EM0258
 EM0258  NGVD 29 (??/??/92)  432.980  (m)         1420.54   (f) ADJ UNCH    2 0
 EM0258
 EM0258.Superseded values are not recommended for survey control.
 EM0258
 EM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0258.See file dsdata.pdf to determine how the superseded data were derived.
 EM0258
 EM0258_MARKER: DB = BENCH MARK DISK
 EM0258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0258_SP_SET: CULVERT HEADWALL
 EM0258_STAMPING: F 27 1934
 EM0258_MARK LOGO: CGS
 EM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0258+STABILITY: SURFACE MOTION
 EM0258
 EM0258  HISTORY     - Date     Condition        Report By
 EM0258  HISTORY     - 1934     MONUMENTED       CGS
 EM0258  HISTORY     - 1963     GOOD             CGS
 EM0258
 EM0258                          STATION DESCRIPTION
 EM0258
 EM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0258'0.9 MI NW FROM MARTHA.
 EM0258'0.9 MILES NORTHWST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0258'STATION AT MARTHA, JACKSON COUNTY, 0.3 MILE NORTHWEST OF MILEPOST 84,
 EM0258'AT A SECTION-LINE ROAD CROSSING, 30 FEET NORTH OF THE ROAD, 7 FEET
 EM0258'SOUTHWEST OF THE SOUTHWEST RAIL, AT A CONCRETE CULVERT UNDER THE
 EM0258'TRACK, AND IN THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE
 EM0258'HEADWALL.  A STANDARD DISK, STAMPED F 27 1934. NOTE-- RAILROAD LAND
 EM0258'MAPS INDICATE THAT THIS SECTION-LINE ROAD CROSSING IS ABOUT 0.2 MILE
 EM0258'NORTHWEST OF MILEPOST 84.
 EM0258
 EM0258                          STATION RECOVERY (1963)
 EM0258
 EM0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0148 ***********************************************************************
 FK0148  DESIGNATION -  F 28
 FK0148  PID         -  FK0148
 FK0148  STATE/COUNTY-  OK/WASHITA
 FK0148  COUNTRY     -  US
 FK0148  USGS QUAD   -  BESSIE (2018)
 FK0148
 FK0148                         *CURRENT SURVEY CONTROL
 FK0148  ______________________________________________________________________
 FK0148* NAD 83(1986) POSITION- 35 23 33.99   (N) 098 59 04.29   (W)   HD_HELD1
 FK0148* NAVD 88 ORTHO HEIGHT -   468.412 (meters)     1536.78  (feet) ADJUSTED
 FK0148  ______________________________________________________________________
 FK0148  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FK0148  DYNAMIC HEIGHT  -        467.940 (meters)     1535.23  (feet) COMP
 FK0148  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 FK0148
 FK0148  VERT ORDER      -  SECOND    CLASS 0
 FK0148
 FK0148.The horizontal coordinates were determined by differentially corrected
 FK0148.hand held GPS observations or other comparable positioning techniques
 FK0148.and have an estimated accuracy of +/- 3 meters.
 FK0148
 FK0148.The orthometric height was determined by differential leveling and
 FK0148.adjusted by the NATIONAL GEODETIC SURVEY
 FK0148.in June 1991.
 FK0148
 FK0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0148.GEOID18 height accuracy estimate available here.
 FK0148
 FK0148.Click photographs - Photos may exist for this station.
 FK0148
 FK0148.The dynamic height is computed by dividing the NAVD 88
 FK0148.geopotential number by the normal gravity value computed on the
 FK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0148.degrees latitude (g = 980.6199 gals.).
 FK0148
 FK0148.The modeled gravity was interpolated from observed gravity values.
 FK0148
 FK0148;                    North         East    Units  Estimated Accuracy
 FK0148;SPC OK S     -   228,887.3     510,554.3     MT  (+/- 3 meters HH1 GPS) 
 FK0148
 FK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0140516601(NAD 83)
 FK0148
 FK0148                          SUPERSEDED SURVEY CONTROL
 FK0148
 FK0148  NGVD 29 (??/??/92)  468.201  (m)         1536.09   (f) ADJ UNCH    2 0
 FK0148
 FK0148.Superseded values are not recommended for survey control.
 FK0148
 FK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0148.See file dsdata.pdf to determine how the superseded data were derived.
 FK0148
 FK0148_MARKER: DB = BENCH MARK DISK
 FK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0148_STAMPING: F 28 1934
 FK0148_MARK LOGO: CGS
 FK0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0148+STABILITY: SURFACE MOTION
 FK0148
 FK0148  HISTORY     - Date     Condition        Report By
 FK0148  HISTORY     - 1934     MONUMENTED       CGS
 FK0148  HISTORY     - 1937     GOOD             CGS
 FK0148  HISTORY     - 19970409 GOOD             OKDOT
 FK0148
 FK0148                          STATION DESCRIPTION
 FK0148
 FK0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0148'9.0 MI S FROM CLINTON.
 FK0148'IN WASHITA COUNTY, 9.0 MILES SOUTH ALONG THE ST. LOUIS-SAN
 FK0148'FRANCISCO RAILWAY FROM THE STATION AT CLINTON, CUSTER COUNTY,
 FK0148'4 FEET SOUTH OF MILEPOST 690, AT THE INTERSECTION OF A ROAD
 FK0148'AND STATE HIGHWAY 14, 30 FEET EAST OF THE TRACK, AND 20 FEET
 FK0148'NORTH OF THE ROAD.  A STANDARD DISK, STAMPED F 28 1934 AND SET
 FK0148'IN THE TOP OF A CONCRETE POST.
 FK0148
 FK0148                          STATION RECOVERY (1997)
 FK0148
 FK0148'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (LDR)
 FK0148'TO REACH THE STATION FROM THE JUNCTION OF US 183 AND I 40 AT CLINTON,
 FK0148'GO SOUTH ON US 183 FOR 7.6 MILES, (12.2 KM) OR FROM THE JUNCTION OF US
 FK0148'183 AND SH 183A AT BESSIE, GO NORTH ON US 183 FOR 0.5 MILE (0.8 KM) TO
 FK0148'A CROSS ROAD.  GO WEST ON A PAVED ROAD FOR 0.5 MILE (0.8 KM) TO THE
 FK0148'STATION ON THE RIGHT.  IT IS 34 FEET (10.4 M) NORTH OF THE CENTERLINE
 FK0148'OF THE PAVED ROAD, 35 FEET (10.7 M) EAST OF THE EAST RAIL OF THE
 FK0148'GRAINBELT CORP RAILROAD, 42 FEET (12.8 M) WEST OF A POWER POLE, 3 FEET
 FK0148'(0.9 M) WEST OF A STEEL WITNESS POST, 1 FOOT (0.3 M) NORTH OF A STEEL
 FK0148'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 FK0148'FOOT (0.3 M) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0210 ***********************************************************************
 EM0210  DESIGNATION -  F 29
 EM0210  PID         -  EM0210
 EM0210  STATE/COUNTY-  OK/KIOWA
 EM0210  COUNTRY     -  US
 EM0210  USGS QUAD   -  BABBS (2018)
 EM0210
 EM0210                         *CURRENT SURVEY CONTROL
 EM0210  ______________________________________________________________________
 EM0210* NAD 83(1986) POSITION- 34 57 27.56   (N) 099 03 48.97   (W)   HD_HELD1
 EM0210* NAVD 88 ORTHO HEIGHT -   466.542 (meters)     1530.65  (feet) ADJUSTED
 EM0210  ______________________________________________________________________
 EM0210  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 EM0210  DYNAMIC HEIGHT  -        466.083 (meters)     1529.14  (feet) COMP
 EM0210  MODELED GRAVITY -    979,635.6   (mgal)                       NAVD 88
 EM0210
 EM0210  VERT ORDER      -  SECOND    CLASS 0
 EM0210
 EM0210.The horizontal coordinates were determined by differentially corrected
 EM0210.hand held GPS observations or other comparable positioning techniques
 EM0210.and have an estimated accuracy of +/- 3 meters.
 EM0210
 EM0210.The orthometric height was determined by differential leveling and
 EM0210.adjusted by the NATIONAL GEODETIC SURVEY
 EM0210.in June 1991.
 EM0210
 EM0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0210.GEOID18 height accuracy estimate available here.
 EM0210
 EM0210.Click photographs - Photos may exist for this station.
 EM0210
 EM0210.The dynamic height is computed by dividing the NAVD 88
 EM0210.geopotential number by the normal gravity value computed on the
 EM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0210.degrees latitude (g = 980.6199 gals.).
 EM0210
 EM0210.The modeled gravity was interpolated from observed gravity values.
 EM0210
 EM0210;                    North         East    Units  Estimated Accuracy
 EM0210;SPC OK S     -   180,689.5     502,861.6     MT  (+/- 3 meters HH1 GPS) 
 EM0210
 EM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9419368349(NAD 83)
 EM0210
 EM0210                          SUPERSEDED SURVEY CONTROL
 EM0210
 EM0210  NGVD 29 (??/??/92)  466.381  (m)         1530.12   (f) ADJ UNCH    2 0
 EM0210
 EM0210.Superseded values are not recommended for survey control.
 EM0210
 EM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0210.See file dsdata.pdf to determine how the superseded data were derived.
 EM0210
 EM0210_MARKER: DW = HYDROGRAPHIC STATION DISK
 EM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0210_STAMPING: F 29 1934
 EM0210_MARK LOGO: CGS
 EM0210_PROJECTION: FLUSH
 EM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0210+STABILITY: SURFACE MOTION
 EM0210
 EM0210  HISTORY     - Date     Condition        Report By
 EM0210  HISTORY     - 1934     MONUMENTED       CGS
 EM0210  HISTORY     - 1963     GOOD             CGS
 EM0210
 EM0210                          STATION DESCRIPTION
 EM0210
 EM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0210'4.9 MI S FROM HOBART.
 EM0210'4.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0210'STATION IN HOBART, AT A CROSSING OF AN EAST-WEST SECTION LINE ROAD,
 EM0210'32.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 42.0 FEET WEST OF
 EM0210'THE WEST RAIL, 57.5 FEET SOUTH OF A TELEPHONE POLE AND 64.0 FEET NORTH
 EM0210'OF A POWER POLE. A STANDARD DISK (HYDROGRAPHIC), STAMPED F 29 1934 AND
 EM0210'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING 4 INCHES.
 EM0210'NOTE-- THE DISK IS MUTILATED AND THE STAMPING IS ALMOST ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0198 ***********************************************************************
 EM0198  DESIGNATION -  F 30
 EM0198  PID         -  EM0198
 EM0198  STATE/COUNTY-  OK/KIOWA
 EM0198  COUNTRY     -  US
 EM0198  USGS QUAD   -  LONE WOLF (2018)
 EM0198
 EM0198                         *CURRENT SURVEY CONTROL
 EM0198  ______________________________________________________________________
 EM0198* NAD 83(1986) POSITION- 34 59 24.     (N) 099 14 57.     (W)   SCALED
 EM0198* NAVD 88 ORTHO HEIGHT -   480.757 (meters)     1577.28  (feet) ADJUSTED
 EM0198  ______________________________________________________________________
 EM0198  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 EM0198  DYNAMIC HEIGHT  -        480.290 (meters)     1575.75  (feet) COMP
 EM0198  MODELED GRAVITY -    979,648.1   (mgal)                       NAVD 88
 EM0198
 EM0198  VERT ORDER      -  SECOND    CLASS 0
 EM0198
 EM0198.The horizontal coordinates were scaled from a map and have
 EM0198.an estimated accuracy of +/- 6 seconds.
 EM0198
 EM0198.The orthometric height was determined by differential leveling and
 EM0198.adjusted by the NATIONAL GEODETIC SURVEY
 EM0198.in June 1991.
 EM0198
 EM0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0198.GEOID18 height accuracy estimate available here.
 EM0198
 EM0198.Click photographs - Photos may exist for this station.
 EM0198
 EM0198.The dynamic height is computed by dividing the NAVD 88
 EM0198.geopotential number by the normal gravity value computed on the
 EM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0198.degrees latitude (g = 980.6199 gals.).
 EM0198
 EM0198.The modeled gravity was interpolated from observed gravity values.
 EM0198
 EM0198;                    North         East    Units  Estimated Accuracy
 EM0198;SPC OK S     -   184,470.      485,960.      MT  (+/- 180 meters Scaled)
 EM0198
 EM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD772719(NAD 83)
 EM0198
 EM0198                          SUPERSEDED SURVEY CONTROL
 EM0198
 EM0198  NGVD 29 (??/??/92)  480.592  (m)         1576.74   (f) ADJ UNCH    2 0
 EM0198
 EM0198.Superseded values are not recommended for survey control.
 EM0198
 EM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0198.See file dsdata.pdf to determine how the superseded data were derived.
 EM0198
 EM0198_MARKER: DB = BENCH MARK DISK
 EM0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0198_SP_SET: BUILDING
 EM0198_STAMPING: F 30 1934
 EM0198_MARK LOGO: CGS
 EM0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0198
 EM0198  HISTORY     - Date     Condition        Report By
 EM0198  HISTORY     - 1934     MONUMENTED       CGS
 EM0198  HISTORY     - 1963     GOOD             CGS
 EM0198
 EM0198                          STATION DESCRIPTION
 EM0198
 EM0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0198'IN LONE WOLF.
 EM0198'AT LONE WOLF, KIOWA COUNTY, ONE BLOCK SOUTH OF THE CHICAGO, ROCK
 EM0198'ISLAND AND PACIFIC RAILROAD TRACK, AT THE POST OFFICE, IN THE BRICK
 EM0198'WALL, 6 FEET NORTH OF THE ENTRANCE, AND 5 FEET ABOVE THE GROUND.  A
 EM0198'STANDARD DISK, STAMPED F 30 1934 AND SET VERTICALLY.  NOTE-- ABOUT 1/2
 EM0198'BLOCK NORTH OF STATE HIGHWAY 9, IN THE WEST FACE OF A BRICK BUILDING
 EM0198'ON THE EAST SIDE OF THE STREET.
 EM0198
 EM0198                          STATION RECOVERY (1963)
 EM0198
 EM0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0138 ***********************************************************************
 FK0138  DESIGNATION -  F 31
 FK0138  PID         -  FK0138
 FK0138  STATE/COUNTY-  OK/KIOWA
 FK0138  COUNTRY     -  US
 FK0138  USGS QUAD   -  STINKING CREEK (2018)
 FK0138
 FK0138                         *CURRENT SURVEY CONTROL
 FK0138  ______________________________________________________________________
 FK0138* NAD 83(1986) POSITION- 35 06 14.     (N) 098 40 26.     (W)   SCALED
 FK0138* NAVD 88 ORTHO HEIGHT -   416.087 (meters)     1365.11  (feet) ADJUSTED
 FK0138  ______________________________________________________________________
 FK0138  GEOID HEIGHT    -        -26.528 (meters)                     GEOID18
 FK0138  DYNAMIC HEIGHT  -        415.666 (meters)     1363.73  (feet) COMP
 FK0138  MODELED GRAVITY -    979,610.5   (mgal)                       NAVD 88
 FK0138
 FK0138  VERT ORDER      -  SECOND    CLASS 0
 FK0138
 FK0138.The horizontal coordinates were scaled from a map and have
 FK0138.an estimated accuracy of +/- 6 seconds.
 FK0138
 FK0138.The orthometric height was determined by differential leveling and
 FK0138.adjusted by the NATIONAL GEODETIC SURVEY
 FK0138.in June 1991.
 FK0138
 FK0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0138.GEOID18 height accuracy estimate available here.
 FK0138
 FK0138.Click photographs - Photos may exist for this station.
 FK0138
 FK0138.The dynamic height is computed by dividing the NAVD 88
 FK0138.geopotential number by the normal gravity value computed on the
 FK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0138.degrees latitude (g = 980.6199 gals.).
 FK0138
 FK0138.The modeled gravity was interpolated from observed gravity values.
 FK0138
 FK0138;                    North         East    Units  Estimated Accuracy
 FK0138;SPC OK S     -   196,610.      538,560.      MT  (+/- 180 meters Scaled)
 FK0138
 FK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND297846(NAD 83)
 FK0138
 FK0138                          SUPERSEDED SURVEY CONTROL
 FK0138
 FK0138  NGVD 29 (??/??/92)  415.930  (m)         1364.60   (f) ADJ UNCH    2 0
 FK0138
 FK0138.Superseded values are not recommended for survey control.
 FK0138
 FK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0138.See file dsdata.pdf to determine how the superseded data were derived.
 FK0138
 FK0138_MARKER: DB = BENCH MARK DISK
 FK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0138_STAMPING: F 31 1934
 FK0138_MARK LOGO: CGS
 FK0138_PROJECTION: RECESSED 25 CENTIMETERS
 FK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0138+STABILITY: SURFACE MOTION
 FK0138
 FK0138  HISTORY     - Date     Condition        Report By
 FK0138  HISTORY     - 1934     MONUMENTED       CGS
 FK0138  HISTORY     - 1963     GOOD             CGS
 FK0138
 FK0138                          STATION DESCRIPTION
 FK0138
 FK0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0138'4.1 MI E FROM MOUNTAIN VIEW.
 FK0138'4.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0138'RAILROAD FROM THE STATION AT MOUNTAIN VIEW, KIOWA COUNTY, 0.65
 FK0138'MILE NORTH OF O K HIGHWAY 9, ON A NORTH-SOUTH SECTION-LINE,
 FK0138'95 FEET SOUTH OF SOUTH RAIL (SLOPE DIST) AND ABOUT 10 FEET
 FK0138'HIGHER, 63 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 64.5 FEET
 FK0138'SOUTH-SOUTHWEST OF A CORNER POST, 21.0 FEET DUE WEST OF RAILROAD
 FK0138'TIE FENCE POST, AND 8.5 FEET NORTHEAST OF CENTER OF CURVE OF
 FK0138'TRACK ROAD.  A STANDARD DISK, STAMPED F 31 1934 AND SET IN THE
 FK0138'TOP OF A CONCRETE POST ABOUT 10 INCHES BELOW THE SURFACE OF THE
 FK0138'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0289 ***********************************************************************
 GJ0289  DESIGNATION -  F 32
 GJ0289  PID         -  GJ0289
 GJ0289  STATE/COUNTY-  OK/ELLIS
 GJ0289  COUNTRY     -  US
 GJ0289  USGS QUAD   -  GOODWIN (2018)
 GJ0289
 GJ0289                         *CURRENT SURVEY CONTROL
 GJ0289  ______________________________________________________________________
 GJ0289* NAD 83(1986) POSITION- 36 14 41.     (N) 099 54 07.     (W)   SCALED
 GJ0289* NAVD 88 ORTHO HEIGHT -   702.142 (meters)     2303.61  (feet) ADJUSTED
 GJ0289  ______________________________________________________________________
 GJ0289  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 GJ0289  DYNAMIC HEIGHT  -        701.430 (meters)     2301.27  (feet) COMP
 GJ0289  MODELED GRAVITY -    979,594.7   (mgal)                       NAVD 88
 GJ0289
 GJ0289  VERT ORDER      -  FIRST     CLASS II
 GJ0289
 GJ0289.The horizontal coordinates were scaled from a map and have
 GJ0289.an estimated accuracy of +/- 6 seconds.
 GJ0289
 GJ0289.The orthometric height was determined by differential leveling and
 GJ0289.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0289.in June 1991.
 GJ0289
 GJ0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0289.GEOID18 height accuracy estimate available here.
 GJ0289
 GJ0289.Click photographs - Photos may exist for this station.
 GJ0289
 GJ0289.The dynamic height is computed by dividing the NAVD 88
 GJ0289.geopotential number by the normal gravity value computed on the
 GJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0289.degrees latitude (g = 980.6199 gals.).
 GJ0289
 GJ0289.The modeled gravity was interpolated from observed gravity values.
 GJ0289
 GJ0289;                    North         East    Units  Estimated Accuracy
 GJ0289;SPC OK N     -   139,780.      429,070.      MT  (+/- 180 meters Scaled)
 GJ0289
 GJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF189114(NAD 83)
 GJ0289
 GJ0289                          SUPERSEDED SURVEY CONTROL
 GJ0289
 GJ0289  NGVD 29 (??/??/92)  701.838  (m)         2302.61   (f) ADJ UNCH    1 2
 GJ0289
 GJ0289.Superseded values are not recommended for survey control.
 GJ0289
 GJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0289.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0289
 GJ0289_MARKER: DB = BENCH MARK DISK
 GJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0289_STAMPING: F 32 1934
 GJ0289_MARK LOGO: CGS
 GJ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0289+STABILITY: SURFACE MOTION
 GJ0289
 GJ0289  HISTORY     - Date     Condition        Report By
 GJ0289  HISTORY     - 1934     MONUMENTED       CGS
 GJ0289  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0289
 GJ0289                          STATION DESCRIPTION
 GJ0289
 GJ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0289'2.7 MI SW FROM SHATTUCK.
 GJ0289'2.7 MILES SOUTHWEST OF RAILROAD PARK, AT SHATTUCK 124 FEET
 GJ0289'NORTHEAST OF MILE POST 417.  65 FEET WEST OF THE CENTERLINE OF
 GJ0289'ATCHISON TOPEKA AND SANTA FE RAILROAD.  10 FEET EAST OF THE
 GJ0289'RAILROAD RIGHT-OF-WAY FENCE LINE.
 GJ0289
 GJ0289                          STATION RECOVERY (1969)
 GJ0289
 GJ0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0242 ***********************************************************************
 GJ0242  DESIGNATION -  F 33
 GJ0242  PID         -  GJ0242
 GJ0242  STATE/COUNTY-  OK/WOODWARD
 GJ0242  COUNTRY     -  US
 GJ0242  USGS QUAD   -  SHARON (2018)
 GJ0242
 GJ0242                         *CURRENT SURVEY CONTROL
 GJ0242  ______________________________________________________________________
 GJ0242* NAD 83(1986) POSITION- 36 19 49.     (N) 099 20 37.     (W)   SCALED
 GJ0242* NAVD 88 ORTHO HEIGHT -   637.995 (meters)     2093.16  (feet) ADJUSTED
 GJ0242  ______________________________________________________________________
 GJ0242  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 GJ0242  DYNAMIC HEIGHT  -        637.367 (meters)     2091.09  (feet) COMP
 GJ0242  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 GJ0242
 GJ0242  VERT ORDER      -  SECOND    CLASS 0
 GJ0242
 GJ0242.The horizontal coordinates were scaled from a map and have
 GJ0242.an estimated accuracy of +/- 6 seconds.
 GJ0242
 GJ0242.The orthometric height was determined by differential leveling and
 GJ0242.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0242.in June 1991.
 GJ0242
 GJ0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0242.GEOID18 height accuracy estimate available here.
 GJ0242
 GJ0242.Click photographs - Photos may exist for this station.
 GJ0242
 GJ0242.The dynamic height is computed by dividing the NAVD 88
 GJ0242.geopotential number by the normal gravity value computed on the
 GJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0242.degrees latitude (g = 980.6199 gals.).
 GJ0242
 GJ0242.The modeled gravity was interpolated from observed gravity values.
 GJ0242
 GJ0242;                    North         East    Units  Estimated Accuracy
 GJ0242;SPC OK N     -   148,430.      479,370.      MT  (+/- 180 meters Scaled)
 GJ0242
 GJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF691206(NAD 83)
 GJ0242
 GJ0242                          SUPERSEDED SURVEY CONTROL
 GJ0242
 GJ0242  NGVD 29 (??/??/92)  637.732  (m)         2092.29   (f) ADJ UNCH    2 0
 GJ0242
 GJ0242.Superseded values are not recommended for survey control.
 GJ0242
 GJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0242.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0242
 GJ0242_MARKER: DB = BENCH MARK DISK
 GJ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0242_STAMPING: F 33 1934
 GJ0242_MARK LOGO: CGS
 GJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0242+STABILITY: SURFACE MOTION
 GJ0242
 GJ0242  HISTORY     - Date     Condition        Report By
 GJ0242  HISTORY     - 1934     MONUMENTED       CGS
 GJ0242
 GJ0242                          STATION DESCRIPTION
 GJ0242
 GJ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0242'3.7 MI N FROM SHARON.
 GJ0242'3.7 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0242'THE STATION AT SHARON, WOODWARD COUNTY, 84 FEET NORTHWEST OF THE
 GJ0242'THIRD POLE NORTHWEST OF MILEPOST 210, AT A PRIVATE-ROAD CROSSING,
 GJ0242'60 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 6 FEET
 GJ0242'NORTHWEST OF A CAST-IRON-PIPE GATE.  A STANDARD DISK, STAMPED
 GJ0242'F 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0090 ***********************************************************************
 GJ0090  DESIGNATION -  F 34
 GJ0090  PID         -  GJ0090
 GJ0090  STATE/COUNTY-  OK/DEWEY
 GJ0090  COUNTRY     -  US
 GJ0090  USGS QUAD   -  SEILING (2018)
 GJ0090
 GJ0090                         *CURRENT SURVEY CONTROL
 GJ0090  ______________________________________________________________________
 GJ0090* NAD 83(1986) POSITION- 36 08 38.     (N) 098 58 25.     (W)   SCALED
 GJ0090* NAVD 88 ORTHO HEIGHT -   544.157 (meters)     1785.29  (feet) ADJUSTED
 GJ0090  ______________________________________________________________________
 GJ0090  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 GJ0090  DYNAMIC HEIGHT  -        543.633 (meters)     1783.57  (feet) COMP
 GJ0090  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 GJ0090
 GJ0090  VERT ORDER      -  SECOND    CLASS 0
 GJ0090
 GJ0090.The horizontal coordinates were scaled from a map and have
 GJ0090.an estimated accuracy of +/- 6 seconds.
 GJ0090
 GJ0090.The orthometric height was determined by differential leveling and
 GJ0090.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0090.in June 1991.
 GJ0090
 GJ0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0090.GEOID18 height accuracy estimate available here.
 GJ0090
 GJ0090.Click photographs - Photos may exist for this station.
 GJ0090
 GJ0090.The dynamic height is computed by dividing the NAVD 88
 GJ0090.geopotential number by the normal gravity value computed on the
 GJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0090.degrees latitude (g = 980.6199 gals.).
 GJ0090
 GJ0090.The modeled gravity was interpolated from observed gravity values.
 GJ0090
 GJ0090;                    North         East    Units  Estimated Accuracy
 GJ0090;SPC OK N     -   127,360.      512,380.      MT  (+/- 180 meters Scaled)
 GJ0090
 GJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE023999(NAD 83)
 GJ0090
 GJ0090                          SUPERSEDED SURVEY CONTROL
 GJ0090
 GJ0090  NGVD 29 (??/??/92)  543.930  (m)         1784.54   (f) ADJ UNCH    2 0
 GJ0090
 GJ0090.Superseded values are not recommended for survey control.
 GJ0090
 GJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0090.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0090
 GJ0090_MARKER: DB = BENCH MARK DISK
 GJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0090_STAMPING: F 34 1934
 GJ0090_MARK LOGO: CGS
 GJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0090+STABILITY: SURFACE MOTION
 GJ0090
 GJ0090  HISTORY     - Date     Condition        Report By
 GJ0090  HISTORY     - 1934     MONUMENTED       CGS
 GJ0090
 GJ0090                          STATION DESCRIPTION
 GJ0090
 GJ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0090'2.8 MI W FROM SEILING.
 GJ0090'2.8 MILES WEST OF JUNCTION U.S. HIGHWAY 60 AND STATE 35 72 FEET
 GJ0090'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60.  33 FEET WEST OF NORTH
 GJ0090'AND SOUTH SECTION LINE ROAD.  ONE FOOT EAST OF THE HIGHWAY
 GJ0090'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0091 ***********************************************************************
 GJ0091  DESIGNATION -  F 34 RESET
 GJ0091  PID         -  GJ0091
 GJ0091  STATE/COUNTY-  OK/DEWEY
 GJ0091  COUNTRY     -  US
 GJ0091  USGS QUAD   -  SEILING (2018)
 GJ0091
 GJ0091                         *CURRENT SURVEY CONTROL
 GJ0091  ______________________________________________________________________
 GJ0091* NAD 83(1986) POSITION- 36 08 37.     (N) 098 58 24.     (W)   SCALED
 GJ0091* NAVD 88 ORTHO HEIGHT -   547.78  (+/-2cm)     1797.2   (feet) VERTCON3
 GJ0091  ______________________________________________________________________
 GJ0091  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 GJ0091  VERT ORDER      -  THIRD (See Below)
 GJ0091
 GJ0091.The horizontal coordinates were scaled from a map and have
 GJ0091.an estimated accuracy of +/- 6 seconds.
 GJ0091
 GJ0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0091
 GJ0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0091.GEOID18 height accuracy estimate available here.
 GJ0091
 GJ0091.The vertical order pertains to the NGVD 29 superseded value.
 GJ0091
 GJ0091.Click photographs - Photos may exist for this station.
 GJ0091
 GJ0091;                    North         East    Units  Estimated Accuracy
 GJ0091;SPC OK N     -   127,330.      512,410.      MT  (+/- 180 meters Scaled)
 GJ0091
 GJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE023998(NAD 83)
 GJ0091
 GJ0091                          SUPERSEDED SURVEY CONTROL
 GJ0091
 GJ0091  NGVD 29 (??/??/??)  547.55   (m)         1796.4    (f) RESET       3  
 GJ0091
 GJ0091.Superseded values are not recommended for survey control.
 GJ0091
 GJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0091.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0091
 GJ0091_MARKER: DB = BENCH MARK DISK
 GJ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0091_STAMPING: F 34 RESET 1940
 GJ0091_MARK LOGO: CGS
 GJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0091+STABILITY: SURFACE MOTION
 GJ0091
 GJ0091  HISTORY     - Date     Condition        Report By
 GJ0091  HISTORY     - 1940     MONUMENTED       CGS
 GJ0091
 GJ0091                          STATION DESCRIPTION
 GJ0091
 GJ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GJ0091'2.8 MI W FROM SEILING.
 GJ0091'2.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF THE 1934
 GJ0091'LOCATION OF STATE HIGHWAY 35 AT SEILING, DEWEY COUNTY, AT THE
 GJ0091'INTERSECTION OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 107 FEET
 GJ0091'EAST OF THE ROAD, AND 105.5 FEET SOUTH OF THE CENTERLINE OF THE
 GJ0091'HIGHWAY.  A STANDARD DISK, STAMPED F 34 RESET 1940 AND SET IN THE
 GJ0091'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0057 ***********************************************************************
 GJ0057  DESIGNATION -  F 35
 GJ0057  PID         -  GJ0057
 GJ0057  STATE/COUNTY-  OK/BLAINE
 GJ0057  COUNTRY     -  US
 GJ0057  USGS QUAD   -  ISABELLA (2018)
 GJ0057
 GJ0057                         *CURRENT SURVEY CONTROL
 GJ0057  ______________________________________________________________________
 GJ0057* NAD 83(1986) POSITION- 36 08 44.     (N) 098 17 41.     (W)   SCALED
 GJ0057* NAVD 88 ORTHO HEIGHT -   371.865 (meters)     1220.03  (feet) ADJUSTED
 GJ0057  ______________________________________________________________________
 GJ0057  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 GJ0057  DYNAMIC HEIGHT  -        371.529 (meters)     1218.92  (feet) COMP
 GJ0057  MODELED GRAVITY -    979,719.6   (mgal)                       NAVD 88
 GJ0057
 GJ0057  VERT ORDER      -  SECOND    CLASS 0
 GJ0057
 GJ0057.The horizontal coordinates were scaled from a map and have
 GJ0057.an estimated accuracy of +/- 6 seconds.
 GJ0057
 GJ0057.The orthometric height was determined by differential leveling and
 GJ0057.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0057.in June 1991.
 GJ0057
 GJ0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0057.GEOID18 height accuracy estimate available here.
 GJ0057
 GJ0057.Click photographs - Photos may exist for this station.
 GJ0057
 GJ0057.The dynamic height is computed by dividing the NAVD 88
 GJ0057.geopotential number by the normal gravity value computed on the
 GJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0057.degrees latitude (g = 980.6199 gals.).
 GJ0057
 GJ0057.The modeled gravity was interpolated from observed gravity values.
 GJ0057
 GJ0057;                    North         East    Units  Estimated Accuracy
 GJ0057;SPC OK N     -   127,140.      573,480.      MT  (+/- 180 meters Scaled)
 GJ0057
 GJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF634003(NAD 83)
 GJ0057
 GJ0057                          SUPERSEDED SURVEY CONTROL
 GJ0057
 GJ0057  NGVD 29 (??/??/92)  371.703  (m)         1219.50   (f) ADJ UNCH    2 0
 GJ0057
 GJ0057.Superseded values are not recommended for survey control.
 GJ0057
 GJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0057.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0057
 GJ0057_MARKER: DB = BENCH MARK DISK
 GJ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0057_STAMPING: F 35 1934
 GJ0057_MARK LOGO: CGS
 GJ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0057+STABILITY: SURFACE MOTION
 GJ0057
 GJ0057  HISTORY     - Date     Condition        Report By
 GJ0057  HISTORY     - 1934     MONUMENTED       CGS
 GJ0057
 GJ0057                          STATION DESCRIPTION
 GJ0057
 GJ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0057'2.2 MI NE FROM O KEENE.
 GJ0057'2.2 MILES NORTHEAST OF ST LOUIS AND SAN FRANCISCO RR DEP 6 FEET
 GJ0057'EAST OF MILE POST 616.  41 FEET EAST OF THE CENTERLINE OF ST.
 GJ0057'LOUIS AND SAN FRANCISCO RAILROAD.  9 FEET WEST OF THE RAILROAD
 GJ0057'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0092 ***********************************************************************
 FK0092  DESIGNATION -  F 36
 FK0092  PID         -  FK0092
 FK0092  STATE/COUNTY-  OK/GRADY
 FK0092  COUNTRY     -  US
 FK0092  USGS QUAD   -  VERDEN (2018)
 FK0092
 FK0092                         *CURRENT SURVEY CONTROL
 FK0092  ______________________________________________________________________
 FK0092* NAD 83(1986) POSITION- 35 05 09.5    (N) 098 05 18.0    (W)   HD_HELD2
 FK0092* NAVD 88 ORTHO HEIGHT -   346.995 (meters)     1138.43  (feet) ADJUSTED
 FK0092  ______________________________________________________________________
 FK0092  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 FK0092  DYNAMIC HEIGHT  -        346.650 (meters)     1137.30  (feet) COMP
 FK0092  MODELED GRAVITY -    979,628.9   (mgal)                       NAVD 88
 FK0092
 FK0092  VERT ORDER      -  SECOND    CLASS 0
 FK0092
 FK0092.The horizontal coordinates were established by autonomous hand held GPS
 FK0092.observations and have an estimated accuracy of +/- 10 meters.
 FK0092
 FK0092.The orthometric height was determined by differential leveling and
 FK0092.adjusted by the NATIONAL GEODETIC SURVEY
 FK0092.in June 1991.
 FK0092
 FK0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0092.GEOID18 height accuracy estimate available here.
 FK0092
 FK0092.Click photographs - Photos may exist for this station.
 FK0092
 FK0092.The dynamic height is computed by dividing the NAVD 88
 FK0092.geopotential number by the normal gravity value computed on the
 FK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0092.degrees latitude (g = 980.6199 gals.).
 FK0092
 FK0092.The modeled gravity was interpolated from observed gravity values.
 FK0092
 FK0092;                    North         East    Units  Estimated Accuracy
 FK0092;SPC OK S     -   194,416.      591,945.      MT  (+/- 10 meters HH2 GPS)
 FK0092
 FK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8310582957(NAD 83)
 FK0092
 FK0092                          SUPERSEDED SURVEY CONTROL
 FK0092
 FK0092  NGVD 29 (??/??/92)  346.877  (m)         1138.05   (f) ADJ UNCH    2 0
 FK0092
 FK0092.Superseded values are not recommended for survey control.
 FK0092
 FK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0092.See file dsdata.pdf to determine how the superseded data were derived.
 FK0092
 FK0092_MARKER: DB = BENCH MARK DISK
 FK0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0092_SP_SET: BUILDING
 FK0092_STAMPING: F 36 1934
 FK0092_MARK LOGO: CGS
 FK0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0092
 FK0092  HISTORY     - Date     Condition        Report By
 FK0092  HISTORY     - 1934     MONUMENTED       CGS
 FK0092  HISTORY     - 1963     GOOD             CGS
 FK0092  HISTORY     - 1974     GOOD             OKDH
 FK0092
 FK0092                          STATION DESCRIPTION
 FK0092
 FK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0092'AT VERDEN.
 FK0092'AT VERDEN, GRADY COUNTY, ONE BLOCK NORTH OF THE CHICAGO, ROCK
 FK0092'ISLAND AND PACIFIC RAILROAD STATION, AT THE VERDEN BANK, IN
 FK0092'THE WALL, WEST OF THE DOOR, 6 FEET EAST OF THE CORNER OF THE
 FK0092'BUILDING, AND 5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 FK0092'STAMPED F 36 1934 AND SET VERTICALLY.
 FK0092
 FK0092                          STATION RECOVERY (1963)
 FK0092
 FK0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0092'RECOVERED IN GOOD CONDITION.
 FK0092
 FK0092                          STATION RECOVERY (1974)
 FK0092
 FK0092'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1974
 FK0092'THIS MONUMENT WAS SET IN THE WALL OF THE VERDEN BANK, WHICH IS NOW
 FK0092'THE VERDEN POST OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0136 ***********************************************************************
 EM0136  DESIGNATION -  F 37
 EM0136  PID         -  EM0136
 EM0136  STATE/COUNTY-  OK/KIOWA
 EM0136  COUNTRY     -  US
 EM0136  USGS QUAD   -  SNYDER (2018)
 EM0136
 EM0136                         *CURRENT SURVEY CONTROL
 EM0136  ______________________________________________________________________
 EM0136* NAD 83(1986) POSITION- 34 39 44.18   (N) 098 53 37.60   (W)   HD_HELD1
 EM0136* NAVD 88 ORTHO HEIGHT -   409.996 (meters)     1345.13  (feet) ADJUSTED
 EM0136  ______________________________________________________________________
 EM0136  GEOID HEIGHT    -        -25.627 (meters)                     GEOID18
 EM0136  DYNAMIC HEIGHT  -        409.590 (meters)     1343.80  (feet) COMP
 EM0136  MODELED GRAVITY -    979,633.2   (mgal)                       NAVD 88
 EM0136
 EM0136  VERT ORDER      -  SECOND    CLASS 0
 EM0136
 EM0136.The horizontal coordinates were determined by differentially corrected
 EM0136.hand held GPS observations or other comparable positioning techniques
 EM0136.and have an estimated accuracy of +/- 3 meters.
 EM0136
 EM0136.The orthometric height was determined by differential leveling and
 EM0136.adjusted by the NATIONAL GEODETIC SURVEY
 EM0136.in June 1991.
 EM0136
 EM0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0136.GEOID18 height accuracy estimate available here.
 EM0136
 EM0136.Click photographs - Photos may exist for this station.
 EM0136
 EM0136.The dynamic height is computed by dividing the NAVD 88
 EM0136.geopotential number by the normal gravity value computed on the
 EM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0136.degrees latitude (g = 980.6199 gals.).
 EM0136
 EM0136.The modeled gravity was interpolated from observed gravity values.
 EM0136
 EM0136;                    North         East    Units  Estimated Accuracy
 EM0136;SPC OK S     -   147,773.2     518,081.1     MT  (+/- 3 meters HH1 GPS) 
 EM0136
 EM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0973235596(NAD 83)
 EM0136
 EM0136                          SUPERSEDED SURVEY CONTROL
 EM0136
 EM0136  NGVD 29 (??/??/92)  409.862  (m)         1344.69   (f) ADJ UNCH    2 0
 EM0136
 EM0136.Superseded values are not recommended for survey control.
 EM0136
 EM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0136.See file dsdata.pdf to determine how the superseded data were derived.
 EM0136
 EM0136_MARKER: DB = BENCH MARK DISK
 EM0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0136_STAMPING: F 37 1934
 EM0136_MARK LOGO: CGS
 EM0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0136+STABILITY: SURFACE MOTION
 EM0136
 EM0136  HISTORY     - Date     Condition        Report By
 EM0136  HISTORY     - 1934     MONUMENTED       CGS
 EM0136  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0136
 EM0136                          STATION DESCRIPTION
 EM0136
 EM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0136'2.9 MI E FROM SNYDER.
 EM0136'2.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0136'STATION AT SNYDER, KIOWA COUNTY, 30 FEET EAST OF THE FIFTH POLE WEST
 EM0136'OF MILEPOST 661, 1/4 MILE EAST OF A HIGHWAY CROSSING, 60 FEET SOUTH OF
 EM0136'THE RAILROAD TRACK, AND THE FENCE LINE IS 48 FEET SOUTH OF THE
 EM0136'RAILROAD TRACK.  A STANDARD DISK, STAMPED F 37 1934 AND SET IN THE TOP
 EM0136'OF A CONCRETE POST.  NOTE-- SOUTH OF THE FENCE LINE IS NOW IN
 EM0136'CULTIVATION.  NO EVIDENCE WAS FOUND OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0043 ***********************************************************************
 EM0043  DESIGNATION -  F 38
 EM0043  PID         -  EM0043
 EM0043  STATE/COUNTY-  OK/COMANCHE
 EM0043  COUNTRY     -  US
 EM0043  USGS QUAD   -  LETITIA (2018)
 EM0043
 EM0043                         *CURRENT SURVEY CONTROL
 EM0043  ______________________________________________________________________
 EM0043* NAD 83(1986) POSITION- 34 35 37.     (N) 098 14 36.     (W)   SCALED
 EM0043* NAVD 88 ORTHO HEIGHT -   354.777 (meters)     1163.96  (feet) ADJUSTED
 EM0043  ______________________________________________________________________
 EM0043  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 EM0043  DYNAMIC HEIGHT  -        354.419 (meters)     1162.79  (feet) COMP
 EM0043  MODELED GRAVITY -    979,615.7   (mgal)                       NAVD 88
 EM0043
 EM0043  VERT ORDER      -  SECOND    CLASS 0
 EM0043
 EM0043.The horizontal coordinates were scaled from a map and have
 EM0043.an estimated accuracy of +/- 6 seconds.
 EM0043
 EM0043.The orthometric height was determined by differential leveling and
 EM0043.adjusted by the NATIONAL GEODETIC SURVEY
 EM0043.in June 1991.
 EM0043
 EM0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0043.GEOID18 height accuracy estimate available here.
 EM0043
 EM0043.Click photographs - Photos may exist for this station.
 EM0043
 EM0043.The dynamic height is computed by dividing the NAVD 88
 EM0043.geopotential number by the normal gravity value computed on the
 EM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0043.degrees latitude (g = 980.6199 gals.).
 EM0043
 EM0043.The modeled gravity was interpolated from observed gravity values.
 EM0043
 EM0043;                    North         East    Units  Estimated Accuracy
 EM0043;SPC OK S     -   139,820.      577,680.      MT  (+/- 180 meters Scaled)
 EM0043
 EM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND693282(NAD 83)
 EM0043
 EM0043                          SUPERSEDED SURVEY CONTROL
 EM0043
 EM0043  NGVD 29 (??/??/92)  354.676  (m)         1163.63   (f) ADJ UNCH    2 0
 EM0043
 EM0043.Superseded values are not recommended for survey control.
 EM0043
 EM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0043.See file dsdata.pdf to determine how the superseded data were derived.
 EM0043
 EM0043_MARKER: DB = BENCH MARK DISK
 EM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0043_STAMPING: F 38 1934
 EM0043_MARK LOGO: CGS
 EM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0043+STABILITY: SURFACE MOTION
 EM0043
 EM0043  HISTORY     - Date     Condition        Report By
 EM0043  HISTORY     - 1934     MONUMENTED       CGS
 EM0043  HISTORY     - 1963     GOOD             CGS
 EM0043  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0043  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0043
 EM0043                          STATION DESCRIPTION
 EM0043
 EM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0043'8.45 MI E FROM LAWTON.
 EM0043'8.45 MILES EAST OF THE INTERSECTION OF S 2ND AND LEE BOULEVARD, AND
 EM0043'THE JUNCTION OF U.S. HIGHWAYS 277, 281 AND STATE HIGHWAY 7 IN LAWTON,
 EM0043'COMANCHE COUNTY, 1.8 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 65
 EM0043'AND 7, 36. 0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 42.0 FEET EAST
 EM0043'OF A TELEPHONE POLE, 58.0 FEET SOUTHEAST OF THE CENTER OF THE SOUTH
 EM0043'END OF A CONCRETE CULVERT AND 4.0 FEET NORTH OF A FENCE LINE.  A
 EM0043'STANDARD DISK, STAMPED F 38 1934 AND SET IN THE TOP OF A 12 X 12-INCH
 EM0043'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 EM0043
 EM0043                          STATION RECOVERY (1987)
 EM0043
 EM0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (WEK)
 EM0043'MARK NOT FOUND.
 EM0043
 EM0043                          STATION RECOVERY (1987)
 EM0043
 EM0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0413 ***********************************************************************
 EL0413  DESIGNATION -  F 39 RESET
 EL0413  PID         -  EL0413
 EL0413  STATE/COUNTY-  OK/CARTER
 EL0413  COUNTRY     -  US
 EL0413  USGS QUAD   -  OVERBROOK (2018)
 EL0413
 EL0413                         *CURRENT SURVEY CONTROL
 EL0413  ______________________________________________________________________
 EL0413* NAD 83(1986) POSITION- 34 04 59.     (N) 097 08 21.     (W)   SCALED
 EL0413* NAVD 88 ORTHO HEIGHT -   233.63  (meters)      766.5   (feet) RESET
 EL0413  ______________________________________________________________________
 EL0413  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 EL0413  VERT ORDER      -  THIRD
 EL0413
 EL0413.The horizontal coordinates were scaled from a map and have
 EL0413.an estimated accuracy of +/- 6 seconds.
 EL0413
 EL0413.The orthometric height was computed from unverified reset data.
 EL0413
 EL0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0413.GEOID18 height accuracy estimate available here.
 EL0413
 EL0413.Click photographs - Photos may exist for this station.
 EL0413
 EL0413;                    North         East    Units  Estimated Accuracy
 EL0413;SPC OK S     -    83,500.      679,450.      MT  (+/- 180 meters Scaled)
 EL0413
 EL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC716729(NAD 83)
 EL0413
 EL0413                          SUPERSEDED SURVEY CONTROL
 EL0413
 EL0413.No superseded survey control is available for this station.
 EL0413
 EL0413_MARKER: DB = BENCH MARK DISK
 EL0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0413_SP_SET: BRIDGE
 EL0413_STAMPING: F 39 RESET 1951
 EL0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0413
 EL0413  HISTORY     - Date     Condition        Report By
 EL0413  HISTORY     - 1951     MONUMENTED
 EL0413  HISTORY     - 19510922 GOOD             CGS
 EL0413
 EL0413                          STATION DESCRIPTION
 EL0413
 EL0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EL0413'1.1 MI W FROM OVERBROOK.
 EL0413'IN CARTER COUNTY, 1.1 MILES NORTH ALONG THE GULF, COLORADO AND
 EL0413'SANTA FE RAILWAY FROM THE STATION AT OVERBROOK, LOVE COUNTY, 890
 EL0413'FEET SOUTH OF THE ROAD CROSSING ON THE LINE BETWEEN SECTIONS
 EL0413'30 AND 31, T 5 S, R 2 E, AT BRIDGE 444-A, AND AT THE TOP OF THE
 EL0413'SOUTH END OF THE EAST CONCRETE HEAD WALL.  A STANDARD DISK,
 EL0413'STAMPED F 39 RESET 1951.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0310 ***********************************************************************
 GJ0310  DESIGNATION -  F 4
 GJ0310  PID         -  GJ0310
 GJ0310  STATE/COUNTY-  OK/ELLIS
 GJ0310  COUNTRY     -  US
 GJ0310  USGS QUAD   -  GAGE (2018)
 GJ0310
 GJ0310                         *CURRENT SURVEY CONTROL
 GJ0310  ______________________________________________________________________
 GJ0310* NAD 83(1986) POSITION- 36 18 10.     (N) 099 46 34.     (W)   SCALED
 GJ0310* NAVD 88 ORTHO HEIGHT -   665.231 (meters)     2182.51  (feet) ADJUSTED
 GJ0310  ______________________________________________________________________
 GJ0310  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 GJ0310  DYNAMIC HEIGHT  -        664.563 (meters)     2180.32  (feet) COMP
 GJ0310  MODELED GRAVITY -    979,607.0   (mgal)                       NAVD 88
 GJ0310
 GJ0310  VERT ORDER      -  FIRST     CLASS II
 GJ0310
 GJ0310.This mark is at Gage Airport (GAG)
 GJ0310
 GJ0310.The horizontal coordinates were scaled from a map and have
 GJ0310.an estimated accuracy of +/- 6 seconds.
 GJ0310
 GJ0310.The orthometric height was determined by differential leveling and
 GJ0310.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0310.in June 1991.
 GJ0310
 GJ0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0310.GEOID18 height accuracy estimate available here.
 GJ0310
 GJ0310.Click photographs - Photos may exist for this station.
 GJ0310
 GJ0310.The dynamic height is computed by dividing the NAVD 88
 GJ0310.geopotential number by the normal gravity value computed on the
 GJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0310.degrees latitude (g = 980.6199 gals.).
 GJ0310
 GJ0310.The modeled gravity was interpolated from observed gravity values.
 GJ0310
 GJ0310;                    North         East    Units  Estimated Accuracy
 GJ0310;SPC OK N     -   146,010.      440,490.      MT  (+/- 180 meters Scaled)
 GJ0310
 GJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF303178(NAD 83)
 GJ0310
 GJ0310                          SUPERSEDED SURVEY CONTROL
 GJ0310
 GJ0310  NGVD 29 (??/??/92)  664.941  (m)         2181.56   (f) ADJ UNCH    1 2
 GJ0310
 GJ0310.Superseded values are not recommended for survey control.
 GJ0310
 GJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0310.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0310
 GJ0310_MARKER: Q = CHISELED SQUARE
 GJ0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0310_SP_SET: CONCRETE ENCLOSURE
 GJ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0310
 GJ0310  HISTORY     - Date     Condition        Report By
 GJ0310  HISTORY     - 1945     MONUMENTED       CGS
 GJ0310
 GJ0310                          STATION DESCRIPTION
 GJ0310
 GJ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0310'2.9 MI SW FROM GAGE.
 GJ0310'IT IS 2.8 MILES SOUTHWEST OF GAGE, AT THE GAGE MUNICIPAL AIRPORT
 GJ0310'AND AT THE NORTH END OF THE NORTH-SOUTH RUNWAY.  IT IS IN THE
 GJ0310'CONCRETE ENCLOSURE FOR THE CENTER RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0389 ***********************************************************************
 EL0389  DESIGNATION -  F 40
 EL0389  PID         -  EL0389
 EL0389  STATE/COUNTY-  OK/CARTER
 EL0389  COUNTRY     -  US
 EL0389  USGS QUAD   -  HEALDTON (2018)
 EL0389
 EL0389                         *CURRENT SURVEY CONTROL
 EL0389  ______________________________________________________________________
 EL0389* NAD 83(1986) POSITION- 34 09 41.     (N) 097 25 06.     (W)   SCALED
 EL0389* NAVD 88 ORTHO HEIGHT -   282.681 (meters)      927.43  (feet) ADJUSTED
 EL0389  ______________________________________________________________________
 EL0389  GEOID HEIGHT    -        -25.926 (meters)                     GEOID18
 EL0389  DYNAMIC HEIGHT  -        282.384 (meters)      926.45  (feet) COMP
 EL0389  MODELED GRAVITY -    979,578.5   (mgal)                       NAVD 88
 EL0389
 EL0389  VERT ORDER      -  FIRST     CLASS II
 EL0389
 EL0389.The horizontal coordinates were scaled from a map and have
 EL0389.an estimated accuracy of +/- 6 seconds.
 EL0389
 EL0389.The orthometric height was determined by differential leveling and
 EL0389.adjusted by the NATIONAL GEODETIC SURVEY
 EL0389.in June 1991.
 EL0389
 EL0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0389.GEOID18 height accuracy estimate available here.
 EL0389
 EL0389.Click photographs - Photos may exist for this station.
 EL0389
 EL0389.The dynamic height is computed by dividing the NAVD 88
 EL0389.geopotential number by the normal gravity value computed on the
 EL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0389.degrees latitude (g = 980.6199 gals.).
 EL0389
 EL0389.The modeled gravity was interpolated from observed gravity values.
 EL0389
 EL0389;                    North         East    Units  Estimated Accuracy
 EL0389;SPC OK S     -    92,010.      653,630.      MT  (+/- 180 meters Scaled)
 EL0389
 EL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC457811(NAD 83)
 EL0389
 EL0389                          SUPERSEDED SURVEY CONTROL
 EL0389
 EL0389  NGVD 29 (??/??/92)  282.597  (m)          927.15   (f) ADJ UNCH    1 2
 EL0389
 EL0389.Superseded values are not recommended for survey control.
 EL0389
 EL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0389.See file dsdata.pdf to determine how the superseded data were derived.
 EL0389
 EL0389_MARKER: DB = BENCH MARK DISK
 EL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0389_STAMPING: F 40 1934
 EL0389_MARK LOGO: CGS
 EL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0389+STABILITY: SURFACE MOTION
 EL0389
 EL0389  HISTORY     - Date     Condition        Report By
 EL0389  HISTORY     - 1934     MONUMENTED       CGS
 EL0389
 EL0389                          STATION DESCRIPTION
 EL0389
 EL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0389'AT WILSON.
 EL0389'AT WILSON.  AT THE NORTHWEST CORNER OF OKLAHOMA PIPE CO. STATION
 EL0389'AND THE ATCHISON TOPEKA AND SANTA FE RAILROAD CROSSING.  45 FEET
 EL0389'SOUTH OF THE TRACK, 15 FEET WEST OF THE CENTERLINE OF THE
 EL0389'CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0481 ***********************************************************************
 EL0481  DESIGNATION -  F 43
 EL0481  PID         -  EL0481
 EL0481  STATE/COUNTY-  OK/STEPHENS
 EL0481  COUNTRY     -  US
 EL0481  USGS QUAD   -  COMANCHE (2018)
 EL0481
 EL0481                         *CURRENT SURVEY CONTROL
 EL0481  ______________________________________________________________________
 EL0481* NAD 83(1986) POSITION- 34 18 15.     (N) 097 57 11.     (W)   SCALED
 EL0481* NAVD 88 ORTHO HEIGHT -   289.035 (meters)      948.28  (feet) ADJUSTED
 EL0481  ______________________________________________________________________
 EL0481  GEOID HEIGHT    -        -25.429 (meters)                     GEOID18
 EL0481  DYNAMIC HEIGHT  -        288.744 (meters)      947.32  (feet) COMP
 EL0481  MODELED GRAVITY -    979,623.7   (mgal)                       NAVD 88
 EL0481
 EL0481  VERT ORDER      -  FIRST     CLASS II
 EL0481
 EL0481.The horizontal coordinates were scaled from a map and have
 EL0481.an estimated accuracy of +/- 6 seconds.
 EL0481
 EL0481.The orthometric height was determined by differential leveling and
 EL0481.adjusted by the NATIONAL GEODETIC SURVEY
 EL0481.in June 1991.
 EL0481
 EL0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0481.GEOID18 height accuracy estimate available here.
 EL0481
 EL0481.Click photographs - Photos may exist for this station.
 EL0481
 EL0481.The dynamic height is computed by dividing the NAVD 88
 EL0481.geopotential number by the normal gravity value computed on the
 EL0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0481.degrees latitude (g = 980.6199 gals.).
 EL0481
 EL0481.The modeled gravity was interpolated from observed gravity values.
 EL0481
 EL0481;                    North         East    Units  Estimated Accuracy
 EL0481;SPC OK S     -   107,690.      604,320.      MT  (+/- 180 meters Scaled)
 EL0481
 EL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC963963(NAD 83)
 EL0481
 EL0481                          SUPERSEDED SURVEY CONTROL
 EL0481
 EL0481  NGVD 29 (??/??/92)  288.958  (m)          948.02   (f) ADJ UNCH    1 2
 EL0481
 EL0481.Superseded values are not recommended for survey control.
 EL0481
 EL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0481.See file dsdata.pdf to determine how the superseded data were derived.
 EL0481
 EL0481_MARKER: DB = BENCH MARK DISK
 EL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0481_STAMPING: F 43 1934
 EL0481_MARK LOGO: CGS
 EL0481_PROJECTION: PROJECTING 10 CENTIMETERS
 EL0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0481+STABILITY: SURFACE MOTION
 EL0481
 EL0481  HISTORY     - Date     Condition        Report By
 EL0481  HISTORY     - 1934     MONUMENTED       CGS
 EL0481  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0481
 EL0481                          STATION DESCRIPTION
 EL0481
 EL0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0481'4.6 MI S FROM COMANCHE.
 EL0481'4.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0481'RAILROAD FROM THE STATION AT COMANCHE, STEPHENS COUNTY, 1.0 MILE
 EL0481'NORTH OF THE STEPHENS-JEFFERSON COUNTY LINE, 100 FEET NORTHEAST
 EL0481'OF THE TWENTY-FIFTH POLE SOUTH OF MILEPOST 489, 51.5 FEET EAST
 EL0481'OF THE EAST RAIL AND 46.0 FEET WEST OF THE EAST RIGHT-OF-WAY
 EL0481'FENCE LINE, 280 FEET NORTH OF THE EAST-WEST SECTION LINE ROAD
 EL0481'AND 4 FEET NORTH OF THE THIRD TELEPHONE POLE NORTH OF THE
 EL0481'EAST-WEST SECTION LINE ROAD.  A STANDARD DISK, STAMPED F 43 1934
 EL0481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EL0481'GROUND.
 EL0481
 EL0481                          STATION RECOVERY (1986)
 EL0481
 EL0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0498 ***********************************************************************
 EL0498  DESIGNATION -  F 44
 EL0498  PID         -  EL0498
 EL0498  STATE/COUNTY-  OK/JEFFERSON
 EL0498  COUNTRY     -  US
 EL0498  USGS QUAD   -  RYAN NE (2018)
 EL0498
 EL0498                         *CURRENT SURVEY CONTROL
 EL0498  ______________________________________________________________________
 EL0498* NAD 83(1986) POSITION- 34 09 30.     (N) 097 48 09.     (W)   SCALED
 EL0498* NAVD 88 ORTHO HEIGHT -   274.193 (meters)      899.58  (feet) ADJUSTED
 EL0498  ______________________________________________________________________
 EL0498  GEOID HEIGHT    -        -25.606 (meters)                     GEOID18
 EL0498  DYNAMIC HEIGHT  -        273.915 (meters)      898.67  (feet) COMP
 EL0498  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 EL0498
 EL0498  VERT ORDER      -  FIRST     CLASS II
 EL0498
 EL0498.The horizontal coordinates were scaled from a map and have
 EL0498.an estimated accuracy of +/- 6 seconds.
 EL0498
 EL0498.The orthometric height was determined by differential leveling and
 EL0498.adjusted by the NATIONAL GEODETIC SURVEY
 EL0498.in June 1991.
 EL0498
 EL0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0498.GEOID18 height accuracy estimate available here.
 EL0498
 EL0498.Click photographs - Photos may exist for this station.
 EL0498
 EL0498.The dynamic height is computed by dividing the NAVD 88
 EL0498.geopotential number by the normal gravity value computed on the
 EL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0498.degrees latitude (g = 980.6199 gals.).
 EL0498
 EL0498.The modeled gravity was interpolated from observed gravity values.
 EL0498
 EL0498;                    North         East    Units  Estimated Accuracy
 EL0498;SPC OK S     -    91,530.      618,210.      MT  (+/- 180 meters Scaled)
 EL0498
 EL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC103803(NAD 83)
 EL0498
 EL0498                          SUPERSEDED SURVEY CONTROL
 EL0498
 EL0498  NGVD 29 (??/??/92)  274.115  (m)          899.33   (f) ADJ UNCH    1 2
 EL0498
 EL0498.Superseded values are not recommended for survey control.
 EL0498
 EL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0498.See file dsdata.pdf to determine how the superseded data were derived.
 EL0498
 EL0498_MARKER: DB = BENCH MARK DISK
 EL0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0498_STAMPING: F 44 1934
 EL0498_MARK LOGO: CGS
 EL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0498+STABILITY: SURFACE MOTION
 EL0498
 EL0498  HISTORY     - Date     Condition        Report By
 EL0498  HISTORY     - 1934     MONUMENTED       CGS
 EL0498  HISTORY     - 1963     GOOD
 EL0498  HISTORY     - 1987     POOR             USPSQD
 EL0498
 EL0498                          STATION DESCRIPTION
 EL0498
 EL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0498'11.5 MI E FROM WAURIKA.
 EL0498'11.5 MILES EAST OF CRIPRR STATION AT WAURIKA, 300 FEET NORTHEAST
 EL0498'OF A WHITE FARM HOUSE, AND DRIVEWAY.  ON THE NORTH SIDE OF U.S.
 EL0498'HIGHWAY 70.  48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 EL0498'10 FEET WEST OF A GATE IN THE NORTH RIGHT-OF-WAY FENCE.
 EL0498
 EL0498                          STATION RECOVERY (1963)
 EL0498
 EL0498'RECOVERED 1963
 EL0498'RECOVERED IN GOOD CONDITION.
 EL0498
 EL0498                          STATION RECOVERY (1987)
 EL0498
 EL0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (WEK)
 EL0498'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0262 ***********************************************************************
 EL0262  DESIGNATION -  F 45
 EL0262  PID         -  EL0262
 EL0262  STATE/COUNTY-  OK/PONTOTOC
 EL0262  COUNTRY     -  US
 EL0262  USGS QUAD   -  VANOSS (2018)
 EL0262
 EL0262                         *CURRENT SURVEY CONTROL
 EL0262  ______________________________________________________________________
 EL0262* NAD 83(1986) POSITION- 34 46 10.     (N) 096 48 34.     (W)   SCALED
 EL0262* NAVD 88 ORTHO HEIGHT -   288.100 (meters)      945.21  (feet) ADJUSTED
 EL0262  ______________________________________________________________________
 EL0262  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 EL0262  DYNAMIC HEIGHT  -        287.819 (meters)      944.29  (feet) COMP
 EL0262  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 EL0262
 EL0262  VERT ORDER      -  SECOND    CLASS 0
 EL0262
 EL0262.The horizontal coordinates were scaled from a map and have
 EL0262.an estimated accuracy of +/- 6 seconds.
 EL0262
 EL0262.The orthometric height was determined by differential leveling and
 EL0262.adjusted by the NATIONAL GEODETIC SURVEY
 EL0262.in June 1991.
 EL0262
 EL0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0262.GEOID18 height accuracy estimate available here.
 EL0262
 EL0262.Click photographs - Photos may exist for this station.
 EL0262
 EL0262.The dynamic height is computed by dividing the NAVD 88
 EL0262.geopotential number by the normal gravity value computed on the
 EL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0262.degrees latitude (g = 980.6199 gals.).
 EL0262
 EL0262.The modeled gravity was interpolated from observed gravity values.
 EL0262
 EL0262;                    North         East    Units  Estimated Accuracy
 EL0262;SPC OK S     -   159,940.      708,980.      MT  (+/- 180 meters Scaled)
 EL0262
 EL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD004496(NAD 83)
 EL0262
 EL0262                          SUPERSEDED SURVEY CONTROL
 EL0262
 EL0262  NGVD 29 (??/??/92)  288.010  (m)          944.91   (f) ADJ UNCH    2 0
 EL0262
 EL0262.Superseded values are not recommended for survey control.
 EL0262
 EL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0262.See file dsdata.pdf to determine how the superseded data were derived.
 EL0262
 EL0262_MARKER: DB = BENCH MARK DISK
 EL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0262_STAMPING: F 45 1934
 EL0262_MARK LOGO: CGS
 EL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0262+STABILITY: SURFACE MOTION
 EL0262
 EL0262  HISTORY     - Date     Condition        Report By
 EL0262  HISTORY     - 1934     MONUMENTED       CGS
 EL0262  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0262
 EL0262                          STATION DESCRIPTION
 EL0262
 EL0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0262'3.7 MILES EAST OF A.T. AND S.F. RR. STATION AT VANOSS 137 FEET
 EL0262'SOUTHEAST OF ATCHISON TOPEKA AND SANTA FE RAILWAY BRIDGE 47 C.
 EL0262'85 FEET SOUTH OF NEAREST RAIL OF TRACK 56 FEET WEST OF CENTER
 EL0262'LINE OF SECTION LINE ROAD.  25 FEET NORTH OF BANK OF CREEK.
 EL0262'IN SOUTHEAST CORNER OF RAILROAD PROPERTY FENCE.
 EL0262
 EL0262                          STATION RECOVERY (1965)
 EL0262
 EL0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0428 ***********************************************************************
 GH0428  DESIGNATION -  F 46
 GH0428  PID         -  GH0428
 GH0428  STATE/COUNTY-  OK/GARFIELD
 GH0428  COUNTRY     -  US
 GH0428  USGS QUAD   -  ENID EAST (2018)
 GH0428
 GH0428                         *CURRENT SURVEY CONTROL
 GH0428  ______________________________________________________________________
 GH0428* NAD 83(1986) POSITION- 36 27 30.     (N) 097 51 23.     (W)   SCALED
 GH0428* NAVD 88 ORTHO HEIGHT -   384.105 (meters)     1260.18  (feet) ADJUSTED
 GH0428  ______________________________________________________________________
 GH0428  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 GH0428  DYNAMIC HEIGHT  -        383.770 (meters)     1259.09  (feet) COMP
 GH0428  MODELED GRAVITY -    979,748.2   (mgal)                       NAVD 88
 GH0428
 GH0428  VERT ORDER      -  FIRST     CLASS II
 GH0428
 GH0428.The horizontal coordinates were scaled from a map and have
 GH0428.an estimated accuracy of +/- 6 seconds.
 GH0428
 GH0428.The orthometric height was determined by differential leveling and
 GH0428.adjusted by the NATIONAL GEODETIC SURVEY
 GH0428.in June 1991.
 GH0428
 GH0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0428.GEOID18 height accuracy estimate available here.
 GH0428
 GH0428.Click photographs - Photos may exist for this station.
 GH0428
 GH0428.The dynamic height is computed by dividing the NAVD 88
 GH0428.geopotential number by the normal gravity value computed on the
 GH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0428.degrees latitude (g = 980.6199 gals.).
 GH0428
 GH0428.The modeled gravity was interpolated from observed gravity values.
 GH0428
 GH0428;                    North         East    Units  Estimated Accuracy
 GH0428;SPC OK N     -   161,820.      612,870.      MT  (+/- 180 meters Scaled)
 GH0428
 GH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF024353(NAD 83)
 GH0428
 GH0428                          SUPERSEDED SURVEY CONTROL
 GH0428
 GH0428  NGVD 29 (??/??/92)  383.962  (m)         1259.72   (f) ADJ UNCH    1 2
 GH0428
 GH0428.Superseded values are not recommended for survey control.
 GH0428
 GH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0428.See file dsdata.pdf to determine how the superseded data were derived.
 GH0428
 GH0428_MARKER: DB = BENCH MARK DISK
 GH0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0428_STAMPING: F 46 1934
 GH0428_MARK LOGO: CGS
 GH0428_PROJECTION: FLUSH
 GH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0428+STABILITY: SURFACE MOTION
 GH0428
 GH0428  HISTORY     - Date     Condition        Report By
 GH0428  HISTORY     - 1934     MONUMENTED       CGS
 GH0428  HISTORY     - 1953     GOOD             CGS
 GH0428  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0428
 GH0428                          STATION DESCRIPTION
 GH0428
 GH0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0428'4.8 MI N FROM ENID.
 GH0428'4.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0428'RAILROAD FROM THE STATION AT ENID, ACROSS THE TRACK FROM MILEPOST
 GH0428'337, 45 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE,
 GH0428'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0428'POST WHICH IS FLUSH WITH THE GROUND.
 GH0428
 GH0428                          STATION RECOVERY (1985)
 GH0428
 GH0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0428'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0307 ***********************************************************************
 GH0307  DESIGNATION -  F 47
 GH0307  PID         -  GH0307
 GH0307  STATE/COUNTY-  OK/NOBLE
 GH0307  COUNTRY     -  US
 GH0307  USGS QUAD   -  BLACK BEAR (2018)
 GH0307
 GH0307                         *CURRENT SURVEY CONTROL
 GH0307  ______________________________________________________________________
 GH0307* NAD 83(1986) POSITION- 36 20 22.     (N) 097 12 00.     (W)   SCALED
 GH0307* NAVD 88 ORTHO HEIGHT -   285.213 (meters)      935.74  (feet) ADJUSTED
 GH0307  ______________________________________________________________________
 GH0307  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 GH0307  DYNAMIC HEIGHT  -        284.960 (meters)      934.91  (feet) COMP
 GH0307  MODELED GRAVITY -    979,740.0   (mgal)                       NAVD 88
 GH0307
 GH0307  VERT ORDER      -  SECOND    CLASS 0
 GH0307
 GH0307.The horizontal coordinates were scaled from a map and have
 GH0307.an estimated accuracy of +/- 6 seconds.
 GH0307
 GH0307.The orthometric height was determined by differential leveling and
 GH0307.adjusted by the NATIONAL GEODETIC SURVEY
 GH0307.in June 1991.
 GH0307
 GH0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0307.GEOID18 height accuracy estimate available here.
 GH0307
 GH0307.Click photographs - Photos may exist for this station.
 GH0307
 GH0307.The dynamic height is computed by dividing the NAVD 88
 GH0307.geopotential number by the normal gravity value computed on the
 GH0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0307.degrees latitude (g = 980.6199 gals.).
 GH0307
 GH0307.The modeled gravity was interpolated from observed gravity values.
 GH0307
 GH0307;                    North         East    Units  Estimated Accuracy
 GH0307;SPC OK N     -   148,910.      671,820.      MT  (+/- 180 meters Scaled)
 GH0307
 GH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF615231(NAD 83)
 GH0307
 GH0307                          SUPERSEDED SURVEY CONTROL
 GH0307
 GH0307  NGVD 29 (??/??/92)  285.090  (m)          935.33   (f) ADJ UNCH    2 0
 GH0307
 GH0307.Superseded values are not recommended for survey control.
 GH0307
 GH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0307.See file dsdata.pdf to determine how the superseded data were derived.
 GH0307
 GH0307_MARKER: DB = BENCH MARK DISK
 GH0307_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0307_STAMPING: F 47 1934
 GH0307_MARK LOGO: CGS
 GH0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0307
 GH0307  HISTORY     - Date     Condition        Report By
 GH0307  HISTORY     - 1934     MONUMENTED       CGS
 GH0307  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0307
 GH0307                          STATION DESCRIPTION
 GH0307
 GH0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0307'7.4 MI E FROM PERRY.
 GH0307'7.4 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0307'THE CITY PARK AT PERRY, NOBLE COUNTY, 174 FEET EAST OF MILEPOST
 GH0307'502, 38 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 12 FEET
 GH0307'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 47
 GH0307'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW PRIVATE
 GH0307'ROAD CROSSING HAS BEEN BUILT AT THIS SITE.
 GH0307
 GH0307                          STATION RECOVERY (1972)
 GH0307
 GH0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0061 ***********************************************************************
 GH0061  DESIGNATION -  F 48
 GH0061  PID         -  GH0061
 GH0061  STATE/COUNTY-  OK/PAWNEE
 GH0061  COUNTRY     -  US
 GH0061  USGS QUAD   -  TERLTON (2018)
 GH0061
 GH0061                         *CURRENT SURVEY CONTROL
 GH0061  ______________________________________________________________________
 GH0061* NAD 83(1986) POSITION- 36 10 16.59   (N) 096 27 30.35   (W)   HD_HELD1
 GH0061* NAVD 88 ORTHO HEIGHT -   226.734 (meters)      743.88  (feet) ADJUSTED
 GH0061  ______________________________________________________________________
 GH0061  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 GH0061  DYNAMIC HEIGHT  -        226.536 (meters)      743.23  (feet) COMP
 GH0061  MODELED GRAVITY -    979,753.5   (mgal)                       NAVD 88
 GH0061
 GH0061  VERT ORDER      -  SECOND    CLASS 0
 GH0061
 GH0061.The horizontal coordinates were determined by differentially corrected
 GH0061.hand held GPS observations or other comparable positioning techniques
 GH0061.and have an estimated accuracy of +/- 3 meters.
 GH0061
 GH0061.The orthometric height was determined by differential leveling and
 GH0061.adjusted by the NATIONAL GEODETIC SURVEY
 GH0061.in June 1991.
 GH0061
 GH0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0061.GEOID18 height accuracy estimate available here.
 GH0061
 GH0061.Click photographs - Photos may exist for this station.
 GH0061
 GH0061.The dynamic height is computed by dividing the NAVD 88
 GH0061.geopotential number by the normal gravity value computed on the
 GH0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0061.degrees latitude (g = 980.6199 gals.).
 GH0061
 GH0061.The modeled gravity was interpolated from observed gravity values.
 GH0061
 GH0061;                    North         East    Units  Estimated Accuracy
 GH0061;SPC OK N     -   131,057.3     738,679.0     MT  (+/- 3 meters HH1 GPS) 
 GH0061
 GH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2859205939(NAD 83)
 GH0061
 GH0061                          SUPERSEDED SURVEY CONTROL
 GH0061
 GH0061  NGVD 29 (??/??/92)  226.627  (m)          743.53   (f) ADJ UNCH    2 0
 GH0061
 GH0061.Superseded values are not recommended for survey control.
 GH0061
 GH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0061.See file dsdata.pdf to determine how the superseded data were derived.
 GH0061
 GH0061_MARKER: DB = BENCH MARK DISK
 GH0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0061_STAMPING: F 48 1934
 GH0061_MARK LOGO: CGS
 GH0061_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0061+STABILITY: SURFACE MOTION
 GH0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0061+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2022
 GH0061
 GH0061  HISTORY     - Date     Condition        Report By
 GH0061  HISTORY     - 1934     MONUMENTED       CGS
 GH0061  HISTORY     - 20220315 GOOD             OKDOT
 GH0061
 GH0061                          STATION DESCRIPTION
 GH0061
 GH0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0061'4.4 MI W FROM MANNFORD.
 GH0061'IN PAWNEE COUNTY, 4.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0061'RAILWAY FROM THE STATION AT MANNFORD, CREEK COUNTY, 6 FEET NORTHEAST
 GH0061'OF MILEPOST 453, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 GH0061'AND 10 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0061'STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0061
 GH0061                          STATION RECOVERY (2022)
 GH0061
 GH0061'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0568 ***********************************************************************
 FH0568  DESIGNATION -  F 5
 FH0568  PID         -  FH0568
 FH0568  STATE/COUNTY-  OK/HASKELL
 FH0568  COUNTRY     -  US
 FH0568  USGS QUAD   -  LEQUIRE (2018)
 FH0568
 FH0568                         *CURRENT SURVEY CONTROL
 FH0568  ______________________________________________________________________
 FH0568* NAD 83(1986) POSITION- 35 06 16.     (N) 095 06 29.     (W)   SCALED
 FH0568* NAVD 88 ORTHO HEIGHT -   165.326 (meters)      542.41  (feet) ADJUSTED
 FH0568  ______________________________________________________________________
 FH0568  GEOID HEIGHT    -        -31.065 (meters)                     GEOID18
 FH0568  DYNAMIC HEIGHT  -        165.160 (meters)      541.86  (feet) COMP
 FH0568  MODELED GRAVITY -    979,630.1   (mgal)                       NAVD 88
 FH0568
 FH0568  VERT ORDER      -  FIRST     CLASS II
 FH0568
 FH0568.The horizontal coordinates were scaled from a map and have
 FH0568.an estimated accuracy of +/- 6 seconds.
 FH0568
 FH0568.The orthometric height was determined by differential leveling and
 FH0568.adjusted by the NATIONAL GEODETIC SURVEY
 FH0568.in June 1991.
 FH0568
 FH0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0568.GEOID18 height accuracy estimate available here.
 FH0568
 FH0568.Click photographs - Photos may exist for this station.
 FH0568
 FH0568.The dynamic height is computed by dividing the NAVD 88
 FH0568.geopotential number by the normal gravity value computed on the
 FH0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0568.degrees latitude (g = 980.6199 gals.).
 FH0568
 FH0568.The modeled gravity was interpolated from observed gravity values.
 FH0568
 FH0568;                    North         East    Units  Estimated Accuracy
 FH0568;SPC OK S     -   200,240.      863,620.      MT  (+/- 180 meters Scaled)
 FH0568
 FH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU078866(NAD 83)
 FH0568
 FH0568                          SUPERSEDED SURVEY CONTROL
 FH0568
 FH0568  NGVD 29 (??/??/92)  165.214  (m)          542.04   (f) ADJ UNCH    1 2
 FH0568
 FH0568.Superseded values are not recommended for survey control.
 FH0568
 FH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0568.See file dsdata.pdf to determine how the superseded data were derived.
 FH0568
 FH0568_MARKER: DB = BENCH MARK DISK
 FH0568_STAMPING: F 5 1933
 FH0568_MARK LOGO: CGS
 FH0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0568
 FH0568  HISTORY     - Date     Condition        Report By
 FH0568  HISTORY     - 1933     MONUMENTED       CGS
 FH0568  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0568
 FH0568                          STATION DESCRIPTION
 FH0568
 FH0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0568'AT LEQUIRE.
 FH0568'16 1/2 FT. SOUTH OF CENTER LINE OF F.S. AND W.R.R. AT MILE POST
 FH0568'46 PLUS 24 POLES.  62 FT. WEST OF WEST END OF DEPOT AT LEQUIRE,
 FH0568'OKLA.  67 FT. NORTH OF CENTER LINE OF HWY. 31.
 FH0568
 FH0568                          STATION RECOVERY (1959)
 FH0568
 FH0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0311 ***********************************************************************
 GJ0311  DESIGNATION -  F 5
 GJ0311  PID         -  GJ0311
 GJ0311  STATE/COUNTY-  OK/ELLIS
 GJ0311  COUNTRY     -  US
 GJ0311  USGS QUAD   -  GAGE (2018)
 GJ0311
 GJ0311                         *CURRENT SURVEY CONTROL
 GJ0311  ______________________________________________________________________
 GJ0311* NAD 83(1986) POSITION- 36 18 04.     (N) 099 46 07.     (W)   SCALED
 GJ0311* NAVD 88 ORTHO HEIGHT -   667.804 (meters)     2190.95  (feet) ADJUSTED
 GJ0311  ______________________________________________________________________
 GJ0311  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GJ0311  DYNAMIC HEIGHT  -        667.134 (meters)     2188.76  (feet) COMP
 GJ0311  MODELED GRAVITY -    979,607.0   (mgal)                       NAVD 88
 GJ0311
 GJ0311  VERT ORDER      -  FIRST     CLASS II
 GJ0311
 GJ0311.This mark is at Gage Airport (GAG)
 GJ0311
 GJ0311.The horizontal coordinates were scaled from a map and have
 GJ0311.an estimated accuracy of +/- 6 seconds.
 GJ0311
 GJ0311.The orthometric height was determined by differential leveling and
 GJ0311.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0311.in June 1991.
 GJ0311
 GJ0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0311.GEOID18 height accuracy estimate available here.
 GJ0311
 GJ0311.Click photographs - Photos may exist for this station.
 GJ0311
 GJ0311.The dynamic height is computed by dividing the NAVD 88
 GJ0311.geopotential number by the normal gravity value computed on the
 GJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0311.degrees latitude (g = 980.6199 gals.).
 GJ0311
 GJ0311.The modeled gravity was interpolated from observed gravity values.
 GJ0311
 GJ0311;                    North         East    Units  Estimated Accuracy
 GJ0311;SPC OK N     -   145,810.      441,160.      MT  (+/- 180 meters Scaled)
 GJ0311
 GJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF309176(NAD 83)
 GJ0311
 GJ0311                          SUPERSEDED SURVEY CONTROL
 GJ0311
 GJ0311  NGVD 29 (??/??/92)  667.514  (m)         2190.00   (f) ADJ UNCH    1 2
 GJ0311
 GJ0311.Superseded values are not recommended for survey control.
 GJ0311
 GJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0311.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0311
 GJ0311_MARKER: Q = CHISELED SQUARE
 GJ0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0311_SP_SET: CONCRETE ENCLOSURE
 GJ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0311
 GJ0311  HISTORY     - Date     Condition        Report By
 GJ0311  HISTORY     - 1945     MONUMENTED       CGS
 GJ0311
 GJ0311                          STATION DESCRIPTION
 GJ0311
 GJ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0311'2.5 MI SW FROM GAGE.
 GJ0311'IT IS 2.9 MILES SOUTHWEST OF GAGE, AT THE GAGE MUNICIPAL AIRPORT
 GJ0311'AND AT THE NORTHEAST END OF THE NORTHEAST-SOUTHWEST RUNWAY.  IT IS
 GJ0311'IN THE CONCRETE ENCLOSURE FOR THE CENTER RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0154 ***********************************************************************
 GH0154  DESIGNATION -  F 50
 GH0154  PID         -  GH0154
 GH0154  STATE/COUNTY-  OK/PAWNEE
 GH0154  COUNTRY     -  US
 GH0154  USGS QUAD   -  CASEY (2018)
 GH0154
 GH0154                         *CURRENT SURVEY CONTROL
 GH0154  ______________________________________________________________________
 GH0154* NAD 83(1986) POSITION- 36 21 17.     (N) 096 42 10.     (W)   SCALED
 GH0154* NAVD 88 ORTHO HEIGHT -   261.390 (meters)      857.58  (feet) ADJUSTED
 GH0154  ______________________________________________________________________
 GH0154  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 GH0154  DYNAMIC HEIGHT  -        261.165 (meters)      856.84  (feet) COMP
 GH0154  MODELED GRAVITY -    979,763.4   (mgal)                       NAVD 88
 GH0154
 GH0154  VERT ORDER      -  SECOND    CLASS 0
 GH0154
 GH0154.The horizontal coordinates were scaled from a map and have
 GH0154.an estimated accuracy of +/- 6 seconds.
 GH0154
 GH0154.The orthometric height was determined by differential leveling and
 GH0154.adjusted by the NATIONAL GEODETIC SURVEY
 GH0154.in June 1991.
 GH0154
 GH0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0154.GEOID18 height accuracy estimate available here.
 GH0154
 GH0154.Click photographs - Photos may exist for this station.
 GH0154
 GH0154.The dynamic height is computed by dividing the NAVD 88
 GH0154.geopotential number by the normal gravity value computed on the
 GH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0154.degrees latitude (g = 980.6199 gals.).
 GH0154
 GH0154.The modeled gravity was interpolated from observed gravity values.
 GH0154
 GH0154;                    North         East    Units  Estimated Accuracy
 GH0154;SPC OK N     -   151,090.      716,430.      MT  (+/- 180 meters Scaled)
 GH0154
 GH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF061257(NAD 83)
 GH0154
 GH0154                          SUPERSEDED SURVEY CONTROL
 GH0154
 GH0154  NGVD 29 (??/??/92)  261.284  (m)          857.23   (f) ADJ UNCH    2 0
 GH0154
 GH0154.Superseded values are not recommended for survey control.
 GH0154
 GH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0154.See file dsdata.pdf to determine how the superseded data were derived.
 GH0154
 GH0154_MARKER: DB = BENCH MARK DISK
 GH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0154_STAMPING: F 50 1934
 GH0154_MARK LOGO: CGS
 GH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0154+STABILITY: SURFACE MOTION
 GH0154
 GH0154  HISTORY     - Date     Condition        Report By
 GH0154  HISTORY     - 1934     MONUMENTED       CGS
 GH0154  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0154
 GH0154                          STATION DESCRIPTION
 GH0154
 GH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0154'1.7 MILES SOUTH OF AT AND SF RR DEPOT AT SKEDEE, 878 FEET NORTH
 GH0154'OF ESAU JUNCTION SIGNBOARD.  176 FEET NORTH OF MILEPOST 54.
 GH0154'31 FEET SOUTH OF EAST AND WEST SECTION LINE ROAD.  58 FEET WEST
 GH0154'OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  2
 GH0154'FEET EAST OF FENCE CORNER.
 GH0154
 GH0154                          STATION RECOVERY (1976)
 GH0154
 GH0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0255 ***********************************************************************
 GH0255  DESIGNATION -  F 51
 GH0255  PID         -  GH0255
 GH0255  STATE/COUNTY-  OK/KAY
 GH0255  COUNTRY     -  US
 GH0255  USGS QUAD   -  NEWKIRK (2018)
 GH0255
 GH0255                         *CURRENT SURVEY CONTROL
 GH0255  ______________________________________________________________________
 GH0255* NAD 83(1986) POSITION- 36 56 23.     (N) 097 03 16.     (W)   SCALED
 GH0255* NAVD 88 ORTHO HEIGHT -   355.657 (meters)     1166.85  (feet) ADJUSTED
 GH0255  ______________________________________________________________________
 GH0255  GEOID HEIGHT    -        -29.032 (meters)                     GEOID18
 GH0255  DYNAMIC HEIGHT  -        355.355 (meters)     1165.86  (feet) COMP
 GH0255  MODELED GRAVITY -    979,770.4   (mgal)                       NAVD 88
 GH0255
 GH0255  VERT ORDER      -  SECOND    CLASS 0
 GH0255
 GH0255.The horizontal coordinates were scaled from a map and have
 GH0255.an estimated accuracy of +/- 6 seconds.
 GH0255
 GH0255.The orthometric height was determined by differential leveling and
 GH0255.adjusted by the NATIONAL GEODETIC SURVEY
 GH0255.in June 1991.
 GH0255
 GH0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0255.GEOID18 height accuracy estimate available here.
 GH0255
 GH0255.Click photographs - Photos may exist for this station.
 GH0255
 GH0255.The dynamic height is computed by dividing the NAVD 88
 GH0255.geopotential number by the normal gravity value computed on the
 GH0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0255.degrees latitude (g = 980.6199 gals.).
 GH0255
 GH0255.The modeled gravity was interpolated from observed gravity values.
 GH0255
 GH0255;                    North         East    Units  Estimated Accuracy
 GH0255;SPC OK N     -   215,640.      684,230.      MT  (+/- 180 meters Scaled)
 GH0255
 GH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF732899(NAD 83)
 GH0255
 GH0255                          SUPERSEDED SURVEY CONTROL
 GH0255
 GH0255  NGVD 29 (??/??/92)  355.522  (m)         1166.41   (f) ADJ UNCH    2 0
 GH0255
 GH0255.Superseded values are not recommended for survey control.
 GH0255
 GH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0255.See file dsdata.pdf to determine how the superseded data were derived.
 GH0255
 GH0255_MARKER: DB = BENCH MARK DISK
 GH0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0255_STAMPING: F 51 1934 1166.408
 GH0255_MARK LOGO: CGS
 GH0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0255+STABILITY: SURFACE MOTION
 GH0255
 GH0255  HISTORY     - Date     Condition        Report By
 GH0255  HISTORY     - 1934     MONUMENTED       CGS
 GH0255  HISTORY     - 1953     GOOD             CGS
 GH0255
 GH0255                          STATION DESCRIPTION
 GH0255
 GH0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0255'3.8 MI N FROM NEWKIRK.
 GH0255'3.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0255'FROM THE STATION AT NEWKIRK, 4 POLES SOUTH OF A ROAD CROSSING,
 GH0255'90 FEET WEST OF MILEPOST 272, 33.6 FEET WEST OF THE WEST RAIL
 GH0255'OF THE WEST TRACK, 58 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 GH0255'77, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0255'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0161 ***********************************************************************
 FK0161  DESIGNATION -  F 52
 FK0161  PID         -  FK0161
 FK0161  STATE/COUNTY-  OK/CADDO
 FK0161  COUNTRY     -  US
 FK0161  USGS QUAD   -  HYDRO (2018)
 FK0161
 FK0161                         *CURRENT SURVEY CONTROL
 FK0161  ______________________________________________________________________
 FK0161* NAD 83(1986) POSITION- 35 32 35.     (N) 098 31 50.     (W)   SCALED
 FK0161* NAVD 88 ORTHO HEIGHT -   446.963 (meters)     1466.41  (feet) ADJUSTED
 FK0161  ______________________________________________________________________
 FK0161  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FK0161  DYNAMIC HEIGHT  -        446.519 (meters)     1464.95  (feet) COMP
 FK0161  MODELED GRAVITY -    979,628.6   (mgal)                       NAVD 88
 FK0161
 FK0161  VERT ORDER      -  FIRST     CLASS II
 FK0161
 FK0161.The horizontal coordinates were scaled from a map and have
 FK0161.an estimated accuracy of +/- 6 seconds.
 FK0161
 FK0161.The orthometric height was determined by differential leveling and
 FK0161.adjusted by the NATIONAL GEODETIC SURVEY
 FK0161.in June 1991.
 FK0161
 FK0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0161.GEOID18 height accuracy estimate available here.
 FK0161
 FK0161.Click photographs - Photos may exist for this station.
 FK0161
 FK0161.The dynamic height is computed by dividing the NAVD 88
 FK0161.geopotential number by the normal gravity value computed on the
 FK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0161.degrees latitude (g = 980.6199 gals.).
 FK0161
 FK0161.The modeled gravity was interpolated from observed gravity values.
 FK0161
 FK0161;                    North         East    Units  Estimated Accuracy
 FK0161;SPC OK S     -   245,250.      551,890.      MT  (+/- 180 meters Scaled)
 FK0161
 FK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE425333(NAD 83)
 FK0161
 FK0161                          SUPERSEDED SURVEY CONTROL
 FK0161
 FK0161  NGVD 29 (??/??/92)  446.768  (m)         1465.77   (f) ADJ UNCH    1 2
 FK0161
 FK0161.Superseded values are not recommended for survey control.
 FK0161
 FK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0161.See file dsdata.pdf to determine how the superseded data were derived.
 FK0161
 FK0161_MARKER: DB = BENCH MARK DISK
 FK0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0161_STAMPING: F 52 1955
 FK0161_MARK LOGO: CGS
 FK0161_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0161+STABILITY: SURFACE MOTION
 FK0161
 FK0161  HISTORY     - Date     Condition        Report By
 FK0161  HISTORY     - 1955     MONUMENTED       CGS
 FK0161
 FK0161                          STATION DESCRIPTION
 FK0161
 FK0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0161'2.8 MI E FROM HYDRO.
 FK0161'2.85 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0161'RAILROAD FROM THE STATION AT HYDRO, 5 POLES EAST OF MILEPOST
 FK0161'552, 67.5 FEET NORTH OF THE NORTH RAIL, 92 FEET WEST OF A
 FK0161'FENCE CORNER, 2.5 FEET EAST OF A WITNESS POST, 1.6 FEET SOUTH
 FK0161'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0161'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0010 ***********************************************************************
 EL0010  DESIGNATION -  F 56
 EL0010  PID         -  EL0010
 EL0010  STATE/COUNTY-  OK/COAL
 EL0010  COUNTRY     -  US
 EL0010  USGS QUAD   -  CENTRAHOMA (2018)
 EL0010
 EL0010                         *CURRENT SURVEY CONTROL
 EL0010  ______________________________________________________________________
 EL0010* NAD 83(1986) POSITION- 34 30 17.     (N) 096 17 07.     (W)   SCALED
 EL0010* NAVD 88 ORTHO HEIGHT -   192.218 (meters)      630.64  (feet) ADJUSTED
 EL0010  ______________________________________________________________________
 EL0010  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 EL0010  DYNAMIC HEIGHT  -        192.026 (meters)      630.01  (feet) COMP
 EL0010  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 EL0010
 EL0010  VERT ORDER      -  SECOND    CLASS 0
 EL0010
 EL0010.The horizontal coordinates were scaled from a map and have
 EL0010.an estimated accuracy of +/- 6 seconds.
 EL0010
 EL0010.The orthometric height was determined by differential leveling and
 EL0010.adjusted by the NATIONAL GEODETIC SURVEY
 EL0010.in June 1991.
 EL0010
 EL0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0010.GEOID18 height accuracy estimate available here.
 EL0010
 EL0010.Click photographs - Photos may exist for this station.
 EL0010
 EL0010.The dynamic height is computed by dividing the NAVD 88
 EL0010.geopotential number by the normal gravity value computed on the
 EL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0010.degrees latitude (g = 980.6199 gals.).
 EL0010
 EL0010.The modeled gravity was interpolated from observed gravity values.
 EL0010
 EL0010;                    North         East    Units  Estimated Accuracy
 EL0010;SPC OK S     -   131,270.      757,450.      MT  (+/- 180 meters Scaled)
 EL0010
 EL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD492214(NAD 83)
 EL0010
 EL0010                          SUPERSEDED SURVEY CONTROL
 EL0010
 EL0010  NGVD 29 (??/??/92)  192.151  (m)          630.42   (f) ADJ UNCH    2 0
 EL0010
 EL0010.Superseded values are not recommended for survey control.
 EL0010
 EL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0010.See file dsdata.pdf to determine how the superseded data were derived.
 EL0010
 EL0010_MARKER: DB = BENCH MARK DISK
 EL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0010_STAMPING: F 56 1934
 EL0010_MARK LOGO: CGS
 EL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0010+STABILITY: SURFACE MOTION
 EL0010
 EL0010  HISTORY     - Date     Condition        Report By
 EL0010  HISTORY     - 1934     MONUMENTED       CGS
 EL0010
 EL0010                          STATION DESCRIPTION
 EL0010
 EL0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0010'5.3 MI NW FROM LEHIGH.
 EL0010'5.3 MILES NORTHWEST ALONG THE ABANDONED ATCHISON, TOPEKA AND
 EL0010'SANTA FE RAILWAY FROM THE OKALHOMA CITY-ADA-ATOKA RAILWAY STATION
 EL0010'AT LEHIGH, COAL COUNTY, AT THE SIDING AT CHASE JUNCTION, 49 FEET
 EL0010'NORTH OF THE CENTER LINE OF THE OLD ROADBED, 52 FEET WEST OF THE
 EL0010'WEST SIDE OF A STOCK-LOADING CHUTE, 35 FEET EAST OF THE EAST
 EL0010'END OF A CORRUGATED-IRON BARN, 28 FEET WEST OF THE CENTER LINE
 EL0010'OF A SECTION-LINE ROAD, AND INSIDE THE RIGHT-OF-WAY FENCE LINE.
 EL0010'A STANDARD DISK, STAMPED F 56 1934 AND SET IN THE TOP OF A
 EL0010'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0229 ***********************************************************************
 EL0229  DESIGNATION -  F 57
 EL0229  PID         -  EL0229
 EL0229  STATE/COUNTY-  OK/PONTOTOC
 EL0229  COUNTRY     -  US
 EL0229  USGS QUAD   -  ROFF NORTH (2018)
 EL0229
 EL0229                         *CURRENT SURVEY CONTROL
 EL0229  ______________________________________________________________________
 EL0229* NAD 83(1986) POSITION- 34 40 11.     (N) 096 46 31.     (W)   SCALED
 EL0229* NAVD 88 ORTHO HEIGHT -   377.641 (meters)     1238.98  (feet) ADJUSTED
 EL0229  ______________________________________________________________________
 EL0229  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 EL0229  DYNAMIC HEIGHT  -        377.270 (meters)     1237.76  (feet) COMP
 EL0229  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 EL0229
 EL0229  VERT ORDER      -  SECOND    CLASS 0
 EL0229
 EL0229.The horizontal coordinates were scaled from a map and have
 EL0229.an estimated accuracy of +/- 6 seconds.
 EL0229
 EL0229.The orthometric height was determined by differential leveling and
 EL0229.adjusted by the NATIONAL GEODETIC SURVEY
 EL0229.in June 1991.
 EL0229
 EL0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0229.GEOID18 height accuracy estimate available here.
 EL0229
 EL0229.Click photographs - Photos may exist for this station.
 EL0229
 EL0229.The dynamic height is computed by dividing the NAVD 88
 EL0229.geopotential number by the normal gravity value computed on the
 EL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0229.degrees latitude (g = 980.6199 gals.).
 EL0229
 EL0229.The modeled gravity was interpolated from observed gravity values.
 EL0229
 EL0229;                    North         East    Units  Estimated Accuracy
 EL0229;SPC OK S     -   148,920.      712,240.      MT  (+/- 180 meters Scaled)
 EL0229
 EL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD038386(NAD 83)
 EL0229
 EL0229                          SUPERSEDED SURVEY CONTROL
 EL0229
 EL0229  NGVD 29 (??/??/92)  377.545  (m)         1238.66   (f) ADJ UNCH    2 0
 EL0229
 EL0229.Superseded values are not recommended for survey control.
 EL0229
 EL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0229.See file dsdata.pdf to determine how the superseded data were derived.
 EL0229
 EL0229_MARKER: DB = BENCH MARK DISK
 EL0229_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0229_SP_SET: WATER TANK BASE
 EL0229_STAMPING: F 57 1934
 EL0229_MARK LOGO: CGS
 EL0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0229+STABILITY: SURFACE MOTION
 EL0229
 EL0229  HISTORY     - Date     Condition        Report By
 EL0229  HISTORY     - 1934     MONUMENTED       CGS
 EL0229  HISTORY     - 1972     GOOD
 EL0229
 EL0229                          STATION DESCRIPTION
 EL0229
 EL0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0229'AT FITZHUGH SET IN THE TOP OF THE NORTHEAST ONE, OF FOUR OLD
 EL0229'WATER TANK BASES 18 INCHES SQUARE.  180 FEET WEST OF ST. LOUIS
 EL0229'AND SAN FRANCISCO RAILWAY STATION AT FITZHUGH.  84 FEET WEST OF
 EL0229'MILE POLE 558.  66 FEET SOUTH OF NEAREST RAIL OF THE MAIN TRACK.
 EL0229
 EL0229                          STATION RECOVERY (1972)
 EL0229
 EL0229'RECOVERED 1972
 EL0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0064 ***********************************************************************
 FJ0064  DESIGNATION -  F 58
 FJ0064  PID         -  FJ0064
 FJ0064  STATE/COUNTY-  OK/HUGHES
 FJ0064  COUNTRY     -  US
 FJ0064  USGS QUAD   -  YEAGER (2018)
 FJ0064
 FJ0064                         *CURRENT SURVEY CONTROL
 FJ0064  ______________________________________________________________________
 FJ0064* NAD 83(1986) POSITION- 35 08 42.     (N) 096 20 53.     (W)   SCALED
 FJ0064* NAVD 88 ORTHO HEIGHT -   238.919 (meters)      783.85  (feet) ADJUSTED
 FJ0064  ______________________________________________________________________
 FJ0064  GEOID HEIGHT    -        -28.133 (meters)                     GEOID18
 FJ0064  DYNAMIC HEIGHT  -        238.687 (meters)      783.09  (feet) COMP
 FJ0064  MODELED GRAVITY -    979,659.8   (mgal)                       NAVD 88
 FJ0064
 FJ0064  VERT ORDER      -  SECOND    CLASS 0
 FJ0064
 FJ0064.The horizontal coordinates were scaled from a map and have
 FJ0064.an estimated accuracy of +/- 6 seconds.
 FJ0064
 FJ0064.The orthometric height was determined by differential leveling and
 FJ0064.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0064.in June 1991.
 FJ0064
 FJ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0064.GEOID18 height accuracy estimate available here.
 FJ0064
 FJ0064.Click photographs - Photos may exist for this station.
 FJ0064
 FJ0064.The dynamic height is computed by dividing the NAVD 88
 FJ0064.geopotential number by the normal gravity value computed on the
 FJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0064.degrees latitude (g = 980.6199 gals.).
 FJ0064
 FJ0064.The modeled gravity was interpolated from observed gravity values.
 FJ0064
 FJ0064;                    North         East    Units  Estimated Accuracy
 FJ0064;SPC OK S     -   202,190.      750,530.      MT  (+/- 180 meters Scaled)
 FJ0064
 FJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD415923(NAD 83)
 FJ0064
 FJ0064                          SUPERSEDED SURVEY CONTROL
 FJ0064
 FJ0064  NGVD 29 (??/??/92)  238.806  (m)          783.48   (f) ADJ UNCH    2 0
 FJ0064
 FJ0064.Superseded values are not recommended for survey control.
 FJ0064
 FJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0064.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0064
 FJ0064_MARKER: DB = BENCH MARK DISK
 FJ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0064_STAMPING: F 58 1934
 FJ0064_MARK LOGO: CGS
 FJ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0064+STABILITY: SURFACE MOTION
 FJ0064
 FJ0064  HISTORY     - Date     Condition        Report By
 FJ0064  HISTORY     - 1934     MONUMENTED       CGS
 FJ0064
 FJ0064                          STATION DESCRIPTION
 FJ0064
 FJ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0064'0.9 MI SW FROM YEAGER.
 FJ0064'0.9 MILES SOUTHWEST OF YEAGER STATION SIGN POST.  165 FEET
 FJ0064'SOUTHWEST OF MILE POST 513/30.  45 FEET EAST OF THE NEAREST
 FJ0064'RAIL OF SAINT LOUIS AND SAN FRANCISCO RAILWAY TRACK.  30 FEET
 FJ0064'NORTH OF THE CENTER LINE OF SECTION LINE ROAD.  INSIDE OF
 FJ0064'RAILROAD PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0132 ***********************************************************************
 FJ0132  DESIGNATION -  F 59
 FJ0132  PID         -  FJ0132
 FJ0132  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0132  COUNTRY     -  US
 FJ0132  USGS QUAD   -  SHAWNEE (2018)
 FJ0132
 FJ0132                         *CURRENT SURVEY CONTROL
 FJ0132  ______________________________________________________________________
 FJ0132* NAD 83(1986) POSITION- 35 17 25.     (N) 096 57 27.     (W)   SCALED
 FJ0132* NAVD 88 ORTHO HEIGHT -   311.747 (meters)     1022.79  (feet) ADJUSTED
 FJ0132  ______________________________________________________________________
 FJ0132  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 FJ0132  DYNAMIC HEIGHT  -        311.449 (meters)     1021.81  (feet) COMP
 FJ0132  MODELED GRAVITY -    979,669.3   (mgal)                       NAVD 88
 FJ0132
 FJ0132  VERT ORDER      -  SECOND    CLASS 0
 FJ0132
 FJ0132.The horizontal coordinates were scaled from a map and have
 FJ0132.an estimated accuracy of +/- 6 seconds.
 FJ0132
 FJ0132.The orthometric height was determined by differential leveling and
 FJ0132.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0132.in June 1991.
 FJ0132
 FJ0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0132.GEOID18 height accuracy estimate available here.
 FJ0132
 FJ0132.Click photographs - Photos may exist for this station.
 FJ0132
 FJ0132.The dynamic height is computed by dividing the NAVD 88
 FJ0132.geopotential number by the normal gravity value computed on the
 FJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0132.degrees latitude (g = 980.6199 gals.).
 FJ0132
 FJ0132.The modeled gravity was interpolated from observed gravity values.
 FJ0132
 FJ0132;                    North         East    Units  Estimated Accuracy
 FJ0132;SPC OK S     -   217,570.      694,830.      MT  (+/- 180 meters Scaled)
 FJ0132
 FJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE857071(NAD 83)
 FJ0132
 FJ0132                          SUPERSEDED SURVEY CONTROL
 FJ0132
 FJ0132  NGVD 29 (??/??/92)  311.661  (m)         1022.51   (f) ADJ UNCH    2 0
 FJ0132
 FJ0132.Superseded values are not recommended for survey control.
 FJ0132
 FJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0132.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0132
 FJ0132_MARKER: DB = BENCH MARK DISK
 FJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0132_STAMPING: F 59 1934
 FJ0132_MARK LOGO: CGS
 FJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0132+STABILITY: SURFACE MOTION
 FJ0132
 FJ0132  HISTORY     - Date     Condition        Report By
 FJ0132  HISTORY     - 1934     MONUMENTED       CGS
 FJ0132  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0132
 FJ0132                          STATION DESCRIPTION
 FJ0132
 FJ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0132'IN TECUMSEH.
 FJ0132'ABOUT 2.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0132'RAILWAY FROM TECUMSEH, POTTAWATOMIE COUNTY, AT TECUMSEH LAKE
 FJ0132'PARK, ABOUT 325 FEET NORTH OF THE MAIN ENTRANCE, ABOUT 75 FEET
 FJ0132'SOUTHEAST OF A BOATHOUSE, 45 FEET NORTH OF THE BANK, AND BETWEEN
 FJ0132'TWO OAK TREES.  A STANDARD DISK, STAMPED F 59 1934 AND SET IN
 FJ0132'THE TOP OF A CONCRETE POST.  NOTE-- TECUMSEH LAKE PARK NO LONGER
 FJ0132'EXISTS.
 FJ0132
 FJ0132                          STATION RECOVERY (1964)
 FJ0132
 FJ0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0642 ***********************************************************************
 FH0642  DESIGNATION -  F 6
 FH0642  PID         -  FH0642
 FH0642  STATE/COUNTY-  OK/PITTSBURG
 FH0642  COUNTRY     -  US
 FH0642  USGS QUAD   -  BLOCKER (2018)
 FH0642
 FH0642                         *CURRENT SURVEY CONTROL
 FH0642  ______________________________________________________________________
 FH0642* NAD 83(1986) POSITION- 35 04 15.     (N) 095 30 28.     (W)   SCALED
 FH0642* NAVD 88 ORTHO HEIGHT -   199.701 (meters)      655.19  (feet) ADJUSTED
 FH0642  ______________________________________________________________________
 FH0642  GEOID HEIGHT    -        -30.493 (meters)                     GEOID18
 FH0642  DYNAMIC HEIGHT  -        199.502 (meters)      654.53  (feet) COMP
 FH0642  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 FH0642
 FH0642  VERT ORDER      -  FIRST     CLASS II
 FH0642
 FH0642.The horizontal coordinates were scaled from a map and have
 FH0642.an estimated accuracy of +/- 6 seconds.
 FH0642
 FH0642.The orthometric height was determined by differential leveling and
 FH0642.adjusted by the NATIONAL GEODETIC SURVEY
 FH0642.in June 1991.
 FH0642
 FH0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0642.GEOID18 height accuracy estimate available here.
 FH0642
 FH0642.Click photographs - Photos may exist for this station.
 FH0642
 FH0642.The dynamic height is computed by dividing the NAVD 88
 FH0642.geopotential number by the normal gravity value computed on the
 FH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0642.degrees latitude (g = 980.6199 gals.).
 FH0642
 FH0642.The modeled gravity was interpolated from observed gravity values.
 FH0642
 FH0642;                    North         East    Units  Estimated Accuracy
 FH0642;SPC OK S     -   195,540.      827,290.      MT  (+/- 180 meters Scaled)
 FH0642
 FH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU713837(NAD 83)
 FH0642
 FH0642                          SUPERSEDED SURVEY CONTROL
 FH0642
 FH0642  NGVD 29 (??/??/92)  199.588  (m)          654.82   (f) ADJ UNCH    1 2
 FH0642
 FH0642.Superseded values are not recommended for survey control.
 FH0642
 FH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0642.See file dsdata.pdf to determine how the superseded data were derived.
 FH0642
 FH0642_MARKER: DB = BENCH MARK DISK
 FH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0642_STAMPING: 654.815 F 6 1933
 FH0642_MARK LOGO: CGS
 FH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0642+STABILITY: SURFACE MOTION
 FH0642
 FH0642  HISTORY     - Date     Condition        Report By
 FH0642  HISTORY     - 1933     MONUMENTED       CGS
 FH0642  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0642
 FH0642                          STATION DESCRIPTION
 FH0642
 FH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0642'1.2 MI W FROM FEATHERSTON.
 FH0642'1.2 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0642'FROM FEATHERSTON, PITTSBURG COUNTY, AT A FARM-ROAD CROSSING,
 FH0642'46 FEET SOUTH OF THE ROADBED, 100 FEET SOUTH OF THE CENTER LINE
 FH0642'OF STATE HIGHWAY 31, AND 8 FEET EAST OF A GATE.  A STANDARD
 FH0642'DISK, STAMPED 654.815 F 6 1933 AND SET IN THE TOP OF A CONCRETE
 FH0642'POST.
 FH0642
 FH0642                          STATION RECOVERY (1967)
 FH0642
 FH0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0453 ***********************************************************************
 FH0453  DESIGNATION -  F 60
 FH0453  PID         -  FH0453
 FH0453  STATE/COUNTY-  OK/MUSKOGEE
 FH0453  COUNTRY     -  US
 FH0453  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0453
 FH0453                         *CURRENT SURVEY CONTROL
 FH0453  ______________________________________________________________________
 FH0453* NAD 83(1986) POSITION- 35 40 55.     (N) 095 24 41.     (W)   SCALED
 FH0453* NAVD 88 ORTHO HEIGHT -   185.940 (meters)      610.04  (feet) ADJUSTED
 FH0453  ______________________________________________________________________
 FH0453  GEOID HEIGHT    -        -29.533 (meters)                     GEOID18
 FH0453  DYNAMIC HEIGHT  -        185.771 (meters)      609.48  (feet) COMP
 FH0453  MODELED GRAVITY -    979,718.3   (mgal)                       NAVD 88
 FH0453
 FH0453  VERT ORDER      -  SECOND    CLASS 0
 FH0453
 FH0453.The horizontal coordinates were scaled from a map and have
 FH0453.an estimated accuracy of +/- 6 seconds.
 FH0453
 FH0453.The orthometric height was determined by differential leveling and
 FH0453.adjusted by the NATIONAL GEODETIC SURVEY
 FH0453.in June 1991.
 FH0453
 FH0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0453.GEOID18 height accuracy estimate available here.
 FH0453
 FH0453.Click photographs - Photos may exist for this station.
 FH0453
 FH0453.The dynamic height is computed by dividing the NAVD 88
 FH0453.geopotential number by the normal gravity value computed on the
 FH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0453.degrees latitude (g = 980.6199 gals.).
 FH0453
 FH0453.The modeled gravity was interpolated from observed gravity values.
 FH0453
 FH0453;                    North         East    Units  Estimated Accuracy
 FH0453;SPC OK N     -    78,790.      834,300.      MT  (+/- 180 meters Scaled)
 FH0453
 FH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV817513(NAD 83)
 FH0453
 FH0453                          SUPERSEDED SURVEY CONTROL
 FH0453
 FH0453  NGVD 29 (??/??/92)  185.827  (m)          609.67   (f) ADJ UNCH    2 0
 FH0453
 FH0453.Superseded values are not recommended for survey control.
 FH0453
 FH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0453.See file dsdata.pdf to determine how the superseded data were derived.
 FH0453
 FH0453_MARKER: DB = BENCH MARK DISK
 FH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0453_STAMPING: F 60 1934
 FH0453_MARK LOGO: CGS
 FH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0453+STABILITY: SURFACE MOTION
 FH0453
 FH0453  HISTORY     - Date     Condition        Report By
 FH0453  HISTORY     - 1934     MONUMENTED       CGS
 FH0453  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0453
 FH0453                          STATION DESCRIPTION
 FH0453
 FH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0453'4.8 MI SW FROM MUSKOGEE.
 FH0453'0.2 MILE SOUTHWEST OF MILE MISSOURI KANSAS AND TEXAS RAILWAY
 FH0453'SEMAPHORE 508.7.  0.1 MILE NORTHEAST OF MILE POST 509.  7N FEET
 FH0453'SOUTHEAST OF NEAREST RAIL OF TRACK, AND INSIDE RAILWAY PROPERTY FENCE.
 FH0453
 FH0453                          STATION RECOVERY (1974)
 FH0453
 FH0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0173 ***********************************************************************
 EL0173  DESIGNATION -  F 61
 EL0173  PID         -  EL0173
 EL0173  STATE/COUNTY-  OK/MARSHALL
 EL0173  COUNTRY     -  US
 EL0173  USGS QUAD   -  MADILL (2018)
 EL0173
 EL0173                         *CURRENT SURVEY CONTROL
 EL0173  ______________________________________________________________________
 EL0173* NAD 83(1986) POSITION- 34 02 30.     (N) 096 45 06.     (W)   SCALED
 EL0173* NAVD 88 ORTHO HEIGHT -   242.421 (meters)      795.34  (feet) ADJUSTED
 EL0173  ______________________________________________________________________
 EL0173  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 EL0173  DYNAMIC HEIGHT  -        242.164 (meters)      794.50  (feet) COMP
 EL0173  MODELED GRAVITY -    979,567.9   (mgal)                       NAVD 88
 EL0173
 EL0173  VERT ORDER      -  FIRST     CLASS II
 EL0173
 EL0173.The horizontal coordinates were scaled from a map and have
 EL0173.an estimated accuracy of +/- 6 seconds.
 EL0173
 EL0173.The orthometric height was determined by differential leveling and
 EL0173.adjusted by the NATIONAL GEODETIC SURVEY
 EL0173.in June 1991.
 EL0173
 EL0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0173.GEOID18 height accuracy estimate available here.
 EL0173
 EL0173.Click photographs - Photos may exist for this station.
 EL0173
 EL0173.The dynamic height is computed by dividing the NAVD 88
 EL0173.geopotential number by the normal gravity value computed on the
 EL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0173.degrees latitude (g = 980.6199 gals.).
 EL0173
 EL0173.The modeled gravity was interpolated from observed gravity values.
 EL0173
 EL0173;                    North         East    Units  Estimated Accuracy
 EL0173;SPC OK S     -    79,280.      715,270.      MT  (+/- 180 meters Scaled)
 EL0173
 EL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC075690(NAD 83)
 EL0173
 EL0173                          SUPERSEDED SURVEY CONTROL
 EL0173
 EL0173  NGVD 29 (??/??/92)  242.374  (m)          795.19   (f) ADJ UNCH    1 2
 EL0173
 EL0173.Superseded values are not recommended for survey control.
 EL0173
 EL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0173.See file dsdata.pdf to determine how the superseded data were derived.
 EL0173
 EL0173_MARKER: DB = BENCH MARK DISK
 EL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0173_STAMPING: F 61 1934
 EL0173_MARK LOGO: CGS
 EL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0173+STABILITY: SURFACE MOTION
 EL0173
 EL0173  HISTORY     - Date     Condition        Report By
 EL0173  HISTORY     - 1934     MONUMENTED       CGS
 EL0173  HISTORY     - 1961     GOOD             USGS
 EL0173  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0173
 EL0173                          STATION DESCRIPTION
 EL0173
 EL0173'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0173'3.4 MI N FROM KINGSTON.
 EL0173'KINGSTON 3.4 MI NORTH FROM ALONG THE ST. LOUIS - SAN FRANCISCO
 EL0173'RAILWAY AT COUNTY ROAD CROSSING, 16 FT. N., AND 45 FT. W. OF ROAD
 EL0173'AT RAILROAD, 16 FT. N. AND 30 FT. E. OF E.-W. COUNTY RD. AND RD.S.,
 EL0173'3.0 FT LOWER THAN RD AT RAILROAD, 7.8 FT N. OF FENCE CORNER, IN
 EL0173'TOP OF CONCRETE POST, A STD. DISK STAMPED P-61 1934.
 EL0173
 EL0173                          STATION RECOVERY (1994)
 EL0173
 EL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0663 ***********************************************************************
 FH0663  DESIGNATION -  F 61
 FH0663  PID         -  FH0663
 FH0663  STATE/COUNTY-  OK/PITTSBURG
 FH0663  COUNTRY     -  US
 FH0663  USGS QUAD   -  CANADIAN (2018)
 FH0663
 FH0663                         *CURRENT SURVEY CONTROL
 FH0663  ______________________________________________________________________
 FH0663* NAD 83(1986) POSITION- 35 07 32.     (N) 095 40 40.     (W)   SCALED
 FH0663* NAVD 88 ORTHO HEIGHT -   179.803 (meters)      589.90  (feet) ADJUSTED
 FH0663  ______________________________________________________________________
 FH0663  GEOID HEIGHT    -        -30.065 (meters)                     GEOID18
 FH0663  DYNAMIC HEIGHT  -        179.625 (meters)      589.32  (feet) COMP
 FH0663  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 FH0663
 FH0663  VERT ORDER      -  SECOND    CLASS 0
 FH0663
 FH0663.The horizontal coordinates were scaled from a map and have
 FH0663.an estimated accuracy of +/- 6 seconds.
 FH0663
 FH0663.The orthometric height was determined by differential leveling and
 FH0663.adjusted by the NATIONAL GEODETIC SURVEY
 FH0663.in June 1991.
 FH0663
 FH0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0663.GEOID18 height accuracy estimate available here.
 FH0663
 FH0663.Click photographs - Photos may exist for this station.
 FH0663
 FH0663.The dynamic height is computed by dividing the NAVD 88
 FH0663.geopotential number by the normal gravity value computed on the
 FH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0663.degrees latitude (g = 980.6199 gals.).
 FH0663
 FH0663.The modeled gravity was interpolated from observed gravity values.
 FH0663
 FH0663;                    North         East    Units  Estimated Accuracy
 FH0663;SPC OK S     -   201,240.      811,640.      MT  (+/- 180 meters Scaled)
 FH0663
 FH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU559902(NAD 83)
 FH0663
 FH0663                          SUPERSEDED SURVEY CONTROL
 FH0663
 FH0663  NGVD 29 (??/??/92)  179.700  (m)          589.57   (f) ADJ UNCH    2 0
 FH0663
 FH0663.Superseded values are not recommended for survey control.
 FH0663
 FH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0663.See file dsdata.pdf to determine how the superseded data were derived.
 FH0663
 FH0663_MARKER: DB = BENCH MARK DISK
 FH0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0663_SP_SET: BRIDGE
 FH0663_STAMPING: F 61 1934
 FH0663_MARK LOGO: CGS
 FH0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0663
 FH0663  HISTORY     - Date     Condition        Report By
 FH0663  HISTORY     - 1934     MONUMENTED       CGS
 FH0663
 FH0663                          STATION DESCRIPTION
 FH0663
 FH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0663'AT CROWDER.
 FH0663'AT CROWDER SET IN SOUTHWEST CORNER OF MISSOURI-KANSAS AND TEXAS
 FH0663'CONCRETE RAILROAD BRIDGE, OVER RAILROAD WATER RESERVOIR.  1089 FEET
 FH0663'NORTH OF MISSOURI-KANSAS AND TEXAS, AND FORT SMITH AND WESTERN
 FH0663'RAILWAY JUNCTION.  132 FEET SOUTH OF SWITCH.  102 FEET SOUTH OF MILE
 FH0663'POST 551.  13 FEET WEST OF NEAREST RAIL OF MISSOURI-KANSAS AND
 FH0663'TEXAS RAILWAY TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0128 ***********************************************************************
 EL0128  DESIGNATION -  F 62
 EL0128  PID         -  EL0128
 EL0128  STATE/COUNTY-  OK/BRYAN
 EL0128  COUNTRY     -  US
 EL0128  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0128
 EL0128                         *CURRENT SURVEY CONTROL
 EL0128  ______________________________________________________________________
 EL0128* NAD 83(1986) POSITION- 34 00 30.     (N) 096 06 06.     (W)   SCALED
 EL0128* NAVD 88 ORTHO HEIGHT -   195.580 (meters)      641.67  (feet) ADJUSTED
 EL0128  ______________________________________________________________________
 EL0128  GEOID HEIGHT    -        -27.149 (meters)                     GEOID18
 EL0128  DYNAMIC HEIGHT  -        195.381 (meters)      641.01  (feet) COMP
 EL0128  MODELED GRAVITY -    979,611.0   (mgal)                       NAVD 88
 EL0128
 EL0128  VERT ORDER      -  FIRST     CLASS II
 EL0128
 EL0128.The horizontal coordinates were scaled from a map and have
 EL0128.an estimated accuracy of +/- 6 seconds.
 EL0128
 EL0128.The orthometric height was determined by differential leveling and
 EL0128.adjusted by the NATIONAL GEODETIC SURVEY
 EL0128.in June 1991.
 EL0128
 EL0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0128.GEOID18 height accuracy estimate available here.
 EL0128
 EL0128.Click photographs - Photos may exist for this station.
 EL0128
 EL0128.The dynamic height is computed by dividing the NAVD 88
 EL0128.geopotential number by the normal gravity value computed on the
 EL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0128.degrees latitude (g = 980.6199 gals.).
 EL0128
 EL0128.The modeled gravity was interpolated from observed gravity values.
 EL0128
 EL0128;                    North         East    Units  Estimated Accuracy
 EL0128;SPC OK S     -    76,520.      775,350.      MT  (+/- 180 meters Scaled)
 EL0128
 EL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC676668(NAD 83)
 EL0128
 EL0128                          SUPERSEDED SURVEY CONTROL
 EL0128
 EL0128  NGVD 29 (??/??/92)  195.522  (m)          641.48   (f) ADJ UNCH    1 2
 EL0128
 EL0128.Superseded values are not recommended for survey control.
 EL0128
 EL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0128.See file dsdata.pdf to determine how the superseded data were derived.
 EL0128
 EL0128_MARKER: DB = BENCH MARK DISK
 EL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0128_STAMPING: F 62 1934
 EL0128_MARK LOGO: CGS
 EL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0128+STABILITY: SURFACE MOTION
 EL0128
 EL0128  HISTORY     - Date     Condition        Report By
 EL0128  HISTORY     - 1934     MONUMENTED       CGS
 EL0128  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0128  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0128
 EL0128                          STATION DESCRIPTION
 EL0128
 EL0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0128'2.5 MI E FROM BOKCHITO.
 EL0128'BETWEEN ST. LOUIS AND SAN FRANCISCO RR TRACK AND U.S. HIGHWAY 70.
 EL0128'AT MILE POST 594/5, MOST PROMINENT POINT.  50 FEET SOUTH OF THE
 EL0128'CENTERLINE OF THE ROAD.
 EL0128
 EL0128                          STATION RECOVERY (1967)
 EL0128
 EL0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0128'MARK NOT FOUND.
 EL0128
 EL0128                          STATION RECOVERY (1986)
 EL0128
 EL0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0341 ***********************************************************************
 GG0341  DESIGNATION -  F 62
 GG0341  PID         -  GG0341
 GG0341  STATE/COUNTY-  OK/MAYES
 GG0341  COUNTRY     -  US
 GG0341  USGS QUAD   -  PRYOR (2019)
 GG0341
 GG0341                         *CURRENT SURVEY CONTROL
 GG0341  ______________________________________________________________________
 GG0341* NAD 83(1986) POSITION- 36 18 29.     (N) 095 19 07.     (W)   SCALED
 GG0341* NAVD 88 ORTHO HEIGHT -   193.042 (meters)      633.34  (feet) ADJUSTED
 GG0341  ______________________________________________________________________
 GG0341  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 GG0341  DYNAMIC HEIGHT  -        192.877 (meters)      632.80  (feet) COMP
 GG0341  MODELED GRAVITY -    979,773.6   (mgal)                       NAVD 88
 GG0341
 GG0341  VERT ORDER      -  SECOND    CLASS 0
 GG0341
 GG0341.The horizontal coordinates were scaled from a map and have
 GG0341.an estimated accuracy of +/- 6 seconds.
 GG0341
 GG0341.The orthometric height was determined by differential leveling and
 GG0341.adjusted by the NATIONAL GEODETIC SURVEY
 GG0341.in June 1991.
 GG0341
 GG0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0341.GEOID18 height accuracy estimate available here.
 GG0341
 GG0341.Click photographs - Photos may exist for this station.
 GG0341
 GG0341.The dynamic height is computed by dividing the NAVD 88
 GG0341.geopotential number by the normal gravity value computed on the
 GG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0341.degrees latitude (g = 980.6199 gals.).
 GG0341
 GG0341.The modeled gravity was interpolated from observed gravity values.
 GG0341
 GG0341;                    North         East    Units  Estimated Accuracy
 GG0341;SPC OK N     -   148,460.      840,780.      MT  (+/- 180 meters Scaled)
 GG0341
 GG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA918206(NAD 83)
 GG0341
 GG0341                          SUPERSEDED SURVEY CONTROL
 GG0341
 GG0341  NGVD 29 (??/??/92)  192.929  (m)          632.97   (f) ADJ UNCH    2 0
 GG0341
 GG0341.Superseded values are not recommended for survey control.
 GG0341
 GG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0341.See file dsdata.pdf to determine how the superseded data were derived.
 GG0341
 GG0341_MARKER: DB = BENCH MARK DISK
 GG0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0341_SP_SET: BUILDING WALL
 GG0341_STAMPING: F 62 1934
 GG0341_MARK LOGO: CGS
 GG0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0341
 GG0341  HISTORY     - Date     Condition        Report By
 GG0341  HISTORY     - 1934     MONUMENTED       CGS
 GG0341  HISTORY     - 1960     GOOD             CGS
 GG0341
 GG0341                          STATION DESCRIPTION
 GG0341
 GG0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0341'AT PRYOR.
 GG0341'AT PRYOR SET VERTICAL IN WEST FACE OF BRICK WALL OF MISSOURI-KANSAS
 GG0341'AND TEXAS RAILWAY DEPOT.  4 FEET ABOVE STATION PLATFORM, AND ONE
 GG0341'FOOT SOUTH OF NORTHWEST CORNER OF BUILDING.
 GG0341
 GG0341                          STATION RECOVERY (1960)
 GG0341
 GG0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0193 ***********************************************************************
 GG0193  DESIGNATION -  F 63
 GG0193  PID         -  GG0193
 GG0193  STATE/COUNTY-  OK/DELAWARE
 GG0193  COUNTRY     -  US
 GG0193  USGS QUAD   -  CHLOETA (2018)
 GG0193
 GG0193                         *CURRENT SURVEY CONTROL
 GG0193  ______________________________________________________________________
 GG0193* NAD 83(1986) POSITION- 36 25 22.     (N) 094 57 47.     (W)   SCALED
 GG0193* NAVD 88 ORTHO HEIGHT -   283.615 (meters)      930.49  (feet) ADJUSTED
 GG0193  ______________________________________________________________________
 GG0193  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 GG0193  DYNAMIC HEIGHT  -        283.372 (meters)      929.70  (feet) COMP
 GG0193  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 GG0193
 GG0193  VERT ORDER      -  SECOND    CLASS 0
 GG0193
 GG0193.The horizontal coordinates were scaled from a map and have
 GG0193.an estimated accuracy of +/- 6 seconds.
 GG0193
 GG0193.The orthometric height was determined by differential leveling and
 GG0193.adjusted by the NATIONAL GEODETIC SURVEY
 GG0193.in June 1991.
 GG0193
 GG0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0193.GEOID18 height accuracy estimate available here.
 GG0193
 GG0193.Click photographs - Photos may exist for this station.
 GG0193
 GG0193.The dynamic height is computed by dividing the NAVD 88
 GG0193.geopotential number by the normal gravity value computed on the
 GG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0193.degrees latitude (g = 980.6199 gals.).
 GG0193
 GG0193.The modeled gravity was interpolated from observed gravity values.
 GG0193
 GG0193;                    North         East    Units  Estimated Accuracy
 GG0193;SPC OK N     -   162,120.      872,300.      MT  (+/- 180 meters Scaled)
 GG0193
 GG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA240326(NAD 83)
 GG0193
 GG0193                          SUPERSEDED SURVEY CONTROL
 GG0193
 GG0193  NGVD 29 (??/??/92)  283.486  (m)          930.07   (f) ADJ UNCH    2 0
 GG0193
 GG0193.Superseded values are not recommended for survey control.
 GG0193
 GG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0193.See file dsdata.pdf to determine how the superseded data were derived.
 GG0193
 GG0193_MARKER: DB = BENCH MARK DISK
 GG0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0193_SP_SET: CULVERT HEADWALL
 GG0193_STAMPING: F 63 1934
 GG0193_MARK LOGO: CGS
 GG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0193+STABILITY: SURFACE MOTION
 GG0193
 GG0193  HISTORY     - Date     Condition        Report By
 GG0193  HISTORY     - 1934     MONUMENTED       CGS
 GG0193  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0193
 GG0193                          STATION DESCRIPTION
 GG0193
 GG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0193'7.1 MI NE FROM SPAVINAW.
 GG0193'IN DELAWARE COUNTY, 7.1 MILES NORTHEAST ALONG STATE HIGHWAY 20
 GG0193'FROM THE SPAVINAW LAKE DAM AT SPAVINAW, MAYES COUNTY, 0.1 MILE
 GG0193'EAST OF THE MOSE RIDGE DISTRICT SCHOOL, AT A CONCRETE CULVERT,
 GG0193'IN THE TOP OF THE NORTHEAST CORNER OF THE HEADWALL, AND 14 FEET
 GG0193'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GG0193'F 63 1934.  NOTE-- A CULVERT, DATED 1934, WAS RECOVERED AT THE
 GG0193'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0370 ***********************************************************************
 DM0370  DESIGNATION -  F 64
 DM0370  PID         -  DM0370
 DM0370  STATE/COUNTY-  OK/CHOCTAW
 DM0370  COUNTRY     -  US
 DM0370  USGS QUAD   -  SHOALS (2018)
 DM0370
 DM0370                         *CURRENT SURVEY CONTROL
 DM0370  ______________________________________________________________________
 DM0370* NAD 83(1986) POSITION- 33 59 52.15   (N) 095 25 03.49   (W)   HD_HELD1
 DM0370* NAVD 88 ORTHO HEIGHT -   146.474 (meters)      480.56  (feet) POSTED
 DM0370  ______________________________________________________________________
 DM0370  GEOID HEIGHT    -        -28.979 (meters)                     GEOID18
 DM0370  DYNAMIC HEIGHT  -        146.32  (meters)      480.1   (feet) COMP
 DM0370  MODELED GRAVITY -    979,570.3   (mgal)                       NAVD 88
 DM0370
 DM0370  VERT ORDER      -  * POSTED, SEE BELOW
 DM0370
 DM0370.The horizontal coordinates were determined by differentially corrected
 DM0370.hand held GPS observations or other comparable positioning techniques
 DM0370.and have an estimated accuracy of +/- 3 meters.
 DM0370
 DM0370.The orthometric height was determined by differential leveling
 DM0370.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 DM0370
 DM0370.* This is a POSTED BENCH MARK height.
 DM0370
 DM0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0370.GEOID18 height accuracy estimate available here.
 DM0370
 DM0370.Click photographs - Photos may exist for this station.
 DM0370
 DM0370.The dynamic height is computed by dividing the NAVD 88
 DM0370.geopotential number by the normal gravity value computed on the
 DM0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0370.degrees latitude (g = 980.6199 gals.).
 DM0370
 DM0370.The modeled gravity was interpolated from observed gravity values.
 DM0370
 DM0370;                    North         East    Units  Estimated Accuracy
 DM0370;SPC OK S     -    76,759.0     838,548.3     MT  (+/- 3 meters HH1 GPS) 
 DM0370
 DM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7670564549(NAD 83)
 DM0370
 DM0370                          SUPERSEDED SURVEY CONTROL
 DM0370
 DM0370  NGVD 29 (??/??/92)  146.416  (m)          480.37   (f) ADJ UNCH    1 2
 DM0370
 DM0370.Superseded values are not recommended for survey control.
 DM0370
 DM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0370.See file dsdata.pdf to determine how the superseded data were derived.
 DM0370
 DM0370_MARKER: DB = BENCH MARK DISK
 DM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0370_STAMPING: F 64 1934
 DM0370_MARK LOGO: CGS
 DM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0370+STABILITY: SURFACE MOTION
 DM0370
 DM0370  HISTORY     - Date     Condition        Report By
 DM0370  HISTORY     - 1934     MONUMENTED       CGS
 DM0370  HISTORY     - 1944     GOOD             SLSFRR
 DM0370  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0370
 DM0370                          STATION DESCRIPTION
 DM0370
 DM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0370'5.8 MI E FROM HUGO.
 DM0370'5.8 MILES EAST OF HUGO ST. L. AND S.F. RR DEPOT.  AT ST. LOUIS AND SAN
 DM0370'FRANCISCO RR CROSSING.  150 FEET SOUTHEAST OF MILE POST 564/25. 40
 DM0370'FEET SOUTH OF THE TRACK.  WEST OF THE COUNTY ROAD.  WEST OF THE FALLON
 DM0370'STATION BOARD.
 DM0370
 DM0370                          STATION RECOVERY (1944)
 DM0370
 DM0370'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0370'RECOVERED IN GOOD CONDITION.
 DM0370
 DM0370                          STATION RECOVERY (1986)
 DM0370
 DM0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0336 ***********************************************************************
 DM0336  DESIGNATION -  F 65
 DM0336  PID         -  DM0336
 DM0336  STATE/COUNTY-  OK/MCCURTAIN
 DM0336  COUNTRY     -  US
 DM0336  USGS QUAD   -  IDABEL SE (2019)
 DM0336
 DM0336                         *CURRENT SURVEY CONTROL
 DM0336  ______________________________________________________________________
 DM0336* NAD 83(1986) POSITION- 33 52 26.     (N) 094 49 01.     (W)   SCALED
 DM0336* NAVD 88 ORTHO HEIGHT -   134.550 (meters)      441.44  (feet) ADJUSTED
 DM0336  ______________________________________________________________________
 DM0336  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 DM0336  DYNAMIC HEIGHT  -        134.414 (meters)      440.99  (feet) COMP
 DM0336  MODELED GRAVITY -    979,620.2   (mgal)                       NAVD 88
 DM0336
 DM0336  VERT ORDER      -  FIRST     CLASS II
 DM0336
 DM0336.The horizontal coordinates were scaled from a map and have
 DM0336.an estimated accuracy of +/- 6 seconds.
 DM0336
 DM0336.The orthometric height was determined by differential leveling and
 DM0336.adjusted by the NATIONAL GEODETIC SURVEY
 DM0336.in June 1991.
 DM0336
 DM0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0336.GEOID18 height accuracy estimate available here.
 DM0336
 DM0336.Click photographs - Photos may exist for this station.
 DM0336
 DM0336.The dynamic height is computed by dividing the NAVD 88
 DM0336.geopotential number by the normal gravity value computed on the
 DM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0336.degrees latitude (g = 980.6199 gals.).
 DM0336
 DM0336.The modeled gravity was interpolated from observed gravity values.
 DM0336
 DM0336;                    North         East    Units  Estimated Accuracy
 DM0336;SPC OK S     -    64,600.      894,460.      MT  (+/- 180 meters Scaled)
 DM0336
 DM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT319496(NAD 83)
 DM0336
 DM0336                          SUPERSEDED SURVEY CONTROL
 DM0336
 DM0336  NGVD 29 (??/??/92)  134.531  (m)          441.37   (f) ADJ UNCH    1 2
 DM0336
 DM0336.Superseded values are not recommended for survey control.
 DM0336
 DM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0336.See file dsdata.pdf to determine how the superseded data were derived.
 DM0336
 DM0336_MARKER: DB = BENCH MARK DISK
 DM0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0336_STAMPING: F 65 1934
 DM0336_MARK LOGO: CGS
 DM0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0336+STABILITY: SURFACE MOTION
 DM0336
 DM0336  HISTORY     - Date     Condition        Report By
 DM0336  HISTORY     - 1934     MONUMENTED       CGS
 DM0336  HISTORY     - 1944     GOOD             SLSFRR
 DM0336  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0336
 DM0336                          STATION DESCRIPTION
 DM0336
 DM0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0336'1.3 MI E FROM IDABEL.
 DM0336'1.3 MILES EAST OF IDABEL.  ST. L. AND S. F. STATION NEAR MILEPOST
 DM0336'603/25 AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  38 FEET
 DM0336'WEST OF TRACK IN FENCE LINE.  22 FEET NORTH OF THE CENTERLINE OF THE
 DM0336'ROAD.
 DM0336
 DM0336                          STATION RECOVERY (1944)
 DM0336
 DM0336'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0336'RECOVERED IN GOOD CONDITION.
 DM0336
 DM0336                          STATION RECOVERY (1986)
 DM0336
 DM0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0421 ***********************************************************************
 EK0421  DESIGNATION -  F 66
 EK0421  PID         -  EK0421
 EK0421  STATE/COUNTY-  OK/PUSHMATAHA
 EK0421  COUNTRY     -  US
 EK0421  USGS QUAD   -  CLAYTON (2019)
 EK0421
 EK0421                         *CURRENT SURVEY CONTROL
 EK0421  ______________________________________________________________________
 EK0421* NAD 83(1986) POSITION- 34 36 51.     (N) 095 16 46.     (W)   SCALED
 EK0421* NAVD 88 ORTHO HEIGHT -   172.836 (meters)      567.05  (feet) ADJUSTED
 EK0421  ______________________________________________________________________
 EK0421  GEOID HEIGHT    -        -31.561 (meters)                     GEOID18
 EK0421  DYNAMIC HEIGHT  -        172.650 (meters)      566.44  (feet) COMP
 EK0421  MODELED GRAVITY -    979,556.9   (mgal)                       NAVD 88
 EK0421
 EK0421  VERT ORDER      -  SECOND    CLASS 0
 EK0421
 EK0421.The horizontal coordinates were scaled from a map and have
 EK0421.an estimated accuracy of +/- 6 seconds.
 EK0421
 EK0421.The orthometric height was determined by differential leveling and
 EK0421.adjusted by the NATIONAL GEODETIC SURVEY
 EK0421.in June 1991.
 EK0421
 EK0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0421.GEOID18 height accuracy estimate available here.
 EK0421
 EK0421.Click photographs - Photos may exist for this station.
 EK0421
 EK0421.The dynamic height is computed by dividing the NAVD 88
 EK0421.geopotential number by the normal gravity value computed on the
 EK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0421.degrees latitude (g = 980.6199 gals.).
 EK0421
 EK0421.The modeled gravity was interpolated from observed gravity values.
 EK0421
 EK0421;                    North         East    Units  Estimated Accuracy
 EK0421;SPC OK S     -   145,440.      849,470.      MT  (+/- 180 meters Scaled)
 EK0421
 EK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU910326(NAD 83)
 EK0421
 EK0421                          SUPERSEDED SURVEY CONTROL
 EK0421
 EK0421  NGVD 29 (??/??/92)  172.742  (m)          566.74   (f) ADJ UNCH    2 0
 EK0421
 EK0421.Superseded values are not recommended for survey control.
 EK0421
 EK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0421.See file dsdata.pdf to determine how the superseded data were derived.
 EK0421
 EK0421_MARKER: DB = BENCH MARK DISK
 EK0421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0421_SP_SET: CULVERT HEADWALL
 EK0421_STAMPING: F 66 1934
 EK0421_MARK LOGO: CGS
 EK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0421+STABILITY: SURFACE MOTION
 EK0421
 EK0421  HISTORY     - Date     Condition        Report By
 EK0421  HISTORY     - 1934     MONUMENTED       CGS
 EK0421
 EK0421                          STATION DESCRIPTION
 EK0421
 EK0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0421'AT TUSKAHOMA.
 EK0421'AT THE WEST EDGE OF TUSKAHOMA, PUSHMATAHA COUNTY, ON THE
 EK0421'ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 4 FEET SOUTH OF THE
 EK0421'THIRTIETH POLE WEST OF MILEPOST 501, NORTH OF THE SINCLAIR
 EK0421'STORAGE TANKS, AND 35 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 EK0421'STAMPED F 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0412 ***********************************************************************
 EK0412  DESIGNATION -  F 67
 EK0412  PID         -  EK0412
 EK0412  STATE/COUNTY-  OK/LE FLORE
 EK0412  COUNTRY     -  US
 EK0412  USGS QUAD   -  WISTER (2018)
 EK0412
 EK0412                         *CURRENT SURVEY CONTROL
 EK0412  ______________________________________________________________________
 EK0412* NAD 83(1986) POSITION- 34 59 14.     (N) 094 41 27.     (W)   SCALED
 EK0412* NAVD 88 ORTHO HEIGHT -   147.054 (meters)      482.46  (feet) ADJUSTED
 EK0412  ______________________________________________________________________
 EK0412  GEOID HEIGHT    -        -31.540 (meters)                     GEOID18
 EK0412  DYNAMIC HEIGHT  -        146.905 (meters)      481.97  (feet) COMP
 EK0412  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 EK0412
 EK0412  VERT ORDER      -  SECOND    CLASS 0
 EK0412
 EK0412.The horizontal coordinates were scaled from a map and have
 EK0412.an estimated accuracy of +/- 6 seconds.
 EK0412
 EK0412.The orthometric height was determined by differential leveling and
 EK0412.adjusted by the NATIONAL GEODETIC SURVEY
 EK0412.in June 1991.
 EK0412
 EK0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0412.GEOID18 height accuracy estimate available here.
 EK0412
 EK0412.Click photographs - Photos may exist for this station.
 EK0412
 EK0412.The dynamic height is computed by dividing the NAVD 88
 EK0412.geopotential number by the normal gravity value computed on the
 EK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0412.degrees latitude (g = 980.6199 gals.).
 EK0412
 EK0412.The modeled gravity was interpolated from observed gravity values.
 EK0412
 EK0412;                    North         East    Units  Estimated Accuracy
 EK0412;SPC OK S     -   188,410.      902,070.      MT  (+/- 180 meters Scaled)
 EK0412
 EK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU456729(NAD 83)
 EK0412
 EK0412                          SUPERSEDED SURVEY CONTROL
 EK0412
 EK0412  NGVD 29 (??/??/92)  146.952  (m)          482.13   (f) ADJ UNCH    2 0
 EK0412
 EK0412.Superseded values are not recommended for survey control.
 EK0412
 EK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0412.See file dsdata.pdf to determine how the superseded data were derived.
 EK0412
 EK0412_MARKER: DB = BENCH MARK DISK
 EK0412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0412_SP_SET: CULVERT HEADWALL
 EK0412_STAMPING: F 67 1934
 EK0412_MARK LOGO: CGS
 EK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0412+STABILITY: SURFACE MOTION
 EK0412
 EK0412  HISTORY     - Date     Condition        Report By
 EK0412  HISTORY     - 1934     MONUMENTED       CGS
 EK0412  HISTORY     - 1959     GOOD             CGS
 EK0412
 EK0412                          STATION DESCRIPTION
 EK0412
 EK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0412'2.7 MI N FROM WISTER.
 EK0412'2.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0412'FROM THE STATION AT WISTER, LE FLORE COUNTY, ABOUT 20 POLES
 EK0412'SOUTH OF MILEPOST 450, ON U.S. HIGHWAY 270, AT A CONCRETE
 EK0412'CULVERT, AND IN THE TOP OF THE WEST HEAD WALL.  A STANDARD
 EK0412'DISK, STAMPED F 67 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0393 ***********************************************************************
 FH0393  DESIGNATION -  F 69
 FH0393  PID         -  FH0393
 FH0393  STATE/COUNTY-  OK/ADAIR
 FH0393  COUNTRY     -  US
 FH0393  USGS QUAD   -  STILWELL WEST (2019)
 FH0393
 FH0393                         *CURRENT SURVEY CONTROL
 FH0393  ______________________________________________________________________
 FH0393* NAD 83(1986) POSITION- 35 48 39.     (N) 094 37 35.     (W)   SCALED
 FH0393* NAVD 88 ORTHO HEIGHT -   338.156 (meters)     1109.43  (feet) ADJUSTED
 FH0393  ______________________________________________________________________
 FH0393  GEOID HEIGHT    -        -28.770 (meters)                     GEOID18
 FH0393  DYNAMIC HEIGHT  -        337.848 (meters)     1108.42  (feet) COMP
 FH0393  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 FH0393
 FH0393  VERT ORDER      -  SECOND    CLASS 0
 FH0393
 FH0393.The horizontal coordinates were scaled from a map and have
 FH0393.an estimated accuracy of +/- 6 seconds.
 FH0393
 FH0393.The orthometric height was determined by differential leveling and
 FH0393.adjusted by the NATIONAL GEODETIC SURVEY
 FH0393.in June 1991.
 FH0393
 FH0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0393.GEOID18 height accuracy estimate available here.
 FH0393
 FH0393.Click photographs - Photos may exist for this station.
 FH0393
 FH0393.The dynamic height is computed by dividing the NAVD 88
 FH0393.geopotential number by the normal gravity value computed on the
 FH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0393.degrees latitude (g = 980.6199 gals.).
 FH0393
 FH0393.The modeled gravity was interpolated from observed gravity values.
 FH0393
 FH0393;                    North         East    Units  Estimated Accuracy
 FH0393;SPC OK N     -    95,260.      904,830.      MT  (+/- 180 meters Scaled)
 FH0393
 FH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV530641(NAD 83)
 FH0393
 FH0393                          SUPERSEDED SURVEY CONTROL
 FH0393
 FH0393  NGVD 29 (??/??/92)  337.995  (m)         1108.91   (f) ADJ UNCH    2 0
 FH0393
 FH0393.Superseded values are not recommended for survey control.
 FH0393
 FH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0393.See file dsdata.pdf to determine how the superseded data were derived.
 FH0393
 FH0393_MARKER: DB = BENCH MARK DISK
 FH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0393_STAMPING: F 69 1934
 FH0393_MARK LOGO: CGS
 FH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0393+STABILITY: SURFACE MOTION
 FH0393
 FH0393  HISTORY     - Date     Condition        Report By
 FH0393  HISTORY     - 1934     MONUMENTED       CGS
 FH0393  HISTORY     - 1968     MARK NOT FOUND   CGS
 FH0393  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0393
 FH0393                          STATION DESCRIPTION
 FH0393
 FH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0393'AT STILWELL.
 FH0393'ON KANSAS CITY SOUTHERN RAILROAD TRACK, FIRST CROSSING SOUTH
 FH0393'OF STATION.  NEAR RR. BM.  50 FEET EAST OF TRACK IN FENCE CORNER,
 FH0393'20 FEET SOUTH OF CENTERLINE OF CROSSING.
 FH0393
 FH0393                          STATION RECOVERY (1968)
 FH0393
 FH0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FH0393'MARK NOT FOUND.
 FH0393
 FH0393                          STATION RECOVERY (1987)
 FH0393
 FH0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0040 ***********************************************************************
 FJ0040  DESIGNATION -  F 7
 FJ0040  PID         -  FJ0040
 FJ0040  STATE/COUNTY-  OK/OKFUSKEE
 FJ0040  COUNTRY     -  US
 FJ0040  USGS QUAD   -  WELEETKA (2018)
 FJ0040
 FJ0040                         *CURRENT SURVEY CONTROL
 FJ0040  ______________________________________________________________________
 FJ0040* NAD 83(1986) POSITION- 35 20 06.     (N) 096 08 35.     (W)   SCALED
 FJ0040* NAVD 88 ORTHO HEIGHT -   211.940 (meters)      695.34  (feet) ADJUSTED
 FJ0040  ______________________________________________________________________
 FJ0040  GEOID HEIGHT    -        -28.824 (meters)                     GEOID18
 FJ0040  DYNAMIC HEIGHT  -        211.738 (meters)      694.68  (feet) COMP
 FJ0040  MODELED GRAVITY -    979,676.7   (mgal)                       NAVD 88
 FJ0040
 FJ0040  VERT ORDER      -  FIRST     CLASS II
 FJ0040
 FJ0040.The horizontal coordinates were scaled from a map and have
 FJ0040.an estimated accuracy of +/- 6 seconds.
 FJ0040
 FJ0040.The orthometric height was determined by differential leveling and
 FJ0040.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0040.in June 1991.
 FJ0040
 FJ0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0040.GEOID18 height accuracy estimate available here.
 FJ0040
 FJ0040.Click photographs - Photos may exist for this station.
 FJ0040
 FJ0040.The dynamic height is computed by dividing the NAVD 88
 FJ0040.geopotential number by the normal gravity value computed on the
 FJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0040.degrees latitude (g = 980.6199 gals.).
 FJ0040
 FJ0040.The modeled gravity was interpolated from observed gravity values.
 FJ0040
 FJ0040;                    North         East    Units  Estimated Accuracy
 FJ0040;SPC OK N     -    38,780.      768,820.      MT  (+/- 180 meters Scaled)
 FJ0040
 FJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE596139(NAD 83)
 FJ0040
 FJ0040                          SUPERSEDED SURVEY CONTROL
 FJ0040
 FJ0040  NGVD 29 (??/??/92)  211.828  (m)          694.97   (f) ADJ UNCH    1 2
 FJ0040
 FJ0040.Superseded values are not recommended for survey control.
 FJ0040
 FJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0040.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0040
 FJ0040_MARKER: DB = BENCH MARK DISK
 FJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0040_STAMPING: F 7 1933
 FJ0040_MARK LOGO: CGS
 FJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0040+STABILITY: SURFACE MOTION
 FJ0040
 FJ0040  HISTORY     - Date     Condition        Report By
 FJ0040  HISTORY     - 1933     MONUMENTED       CGS
 FJ0040  HISTORY     - 1934     GOOD             CGS
 FJ0040
 FJ0040                          STATION DESCRIPTION
 FJ0040
 FJ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0040'IN WELEETKA.
 FJ0040'IN WELEETKA 10 FEET FROM THE N.E. CORNER IN THE CONCRETE FOUNDATION
 FJ0040'OF THE ICE HOUSE AT THE CROSSING OF MAIN ST. AND THE FT. S.
 FJ0040'AND W.R.R., AND 80 FEET S.W. OF THE RAILROAD, MILE POLE NO 118
 FJ0040'PLUS 18 1/2 POLES, AND 4CFEET ABOVE GROUND.
 FJ0040
 FJ0040                          STATION RECOVERY (1934)
 FJ0040
 FJ0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0185 ***********************************************************************
 GG0185  DESIGNATION -  F 70
 GG0185  PID         -  GG0185
 GG0185  STATE/COUNTY-  OK/DELAWARE
 GG0185  COUNTRY     -  US
 GG0185  USGS QUAD   -  JAY (2018)
 GG0185
 GG0185                         *CURRENT SURVEY CONTROL
 GG0185  ______________________________________________________________________
 GG0185* NAD 83(1986) POSITION- 36 25 23.81   (N) 094 47 50.28   (W)   HD_HELD1
 GG0185* NAVD 88 ORTHO HEIGHT -   312.762 (meters)     1026.12  (feet) ADJUSTED
 GG0185  ______________________________________________________________________
 GG0185  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 GG0185  DYNAMIC HEIGHT  -        312.493 (meters)     1025.24  (feet) COMP
 GG0185  MODELED GRAVITY -    979,761.1   (mgal)                       NAVD 88
 GG0185
 GG0185  VERT ORDER      -  FIRST     CLASS II
 GG0185
 GG0185.The horizontal coordinates were determined by differentially corrected
 GG0185.hand held GPS observations or other comparable positioning techniques
 GG0185.and have an estimated accuracy of +/- 3 meters.
 GG0185
 GG0185.The orthometric height was determined by differential leveling and
 GG0185.adjusted by the NATIONAL GEODETIC SURVEY
 GG0185.in June 1991.
 GG0185
 GG0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0185.GEOID18 height accuracy estimate available here.
 GG0185
 GG0185.Click photographs - Photos may exist for this station.
 GG0185
 GG0185.The dynamic height is computed by dividing the NAVD 88
 GG0185.geopotential number by the normal gravity value computed on the
 GG0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0185.degrees latitude (g = 980.6199 gals.).
 GG0185
 GG0185.The modeled gravity was interpolated from observed gravity values.
 GG0185
 GG0185;                    North         East    Units  Estimated Accuracy
 GG0185;SPC OK N     -   162,655.3     887,151.3     MT  (+/- 3 meters HH1 GPS) 
 GG0185
 GG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3887532398(NAD 83)
 GG0185
 GG0185                          SUPERSEDED SURVEY CONTROL
 GG0185
 GG0185  NGVD 29 (??/??/92)  312.627  (m)         1025.68   (f) ADJ UNCH    1 2
 GG0185
 GG0185.Superseded values are not recommended for survey control.
 GG0185
 GG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0185.See file dsdata.pdf to determine how the superseded data were derived.
 GG0185
 GG0185_MARKER: DB = BENCH MARK DISK
 GG0185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0185_SP_SET: CULVERT HEADWALL
 GG0185_STAMPING: F 70 1934
 GG0185_MARK LOGO: CGS
 GG0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0185+STABILITY: SURFACE MOTION
 GG0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0185+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 GG0185
 GG0185  HISTORY     - Date     Condition        Report By
 GG0185  HISTORY     - 1934     MONUMENTED       CGS
 GG0185  HISTORY     - 1960     GOOD             CGS
 GG0185  HISTORY     - 19940401 GOOD             NGS
 GG0185
 GG0185                          STATION DESCRIPTION
 GG0185
 GG0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0185'AT JAY.
 GG0185'THIS MARK RECOVERED IN CULVERT HEADWALL ABOUT 2 BLOCKS NORTH
 GG0185'OF THE NORTHEAST CORNER OF THE COURT HOUSE SQUARE AND IN THE
 GG0185'SOUTHEAST ANGLE OF THE INTERSECTION OF WHITEHEAD STREET AND
 GG0185'CHEROKEE AVENUE.
 GG0185
 GG0185                          STATION RECOVERY (1994)
 GG0185
 GG0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0185'IN JAY, AT THE INTERSECTION OF CHEROKEE AND 5TH STREETS, IN TOP OF AND
 GG0185'1.6 M (5.2 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 GG0185'OF A BOX CULVERT UNDER 5TH STREET, 7.5 M (24.6 FT) SOUTH OF THE
 GG0185'CENTER OF CHEROKEE STREET, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF
 GG0185'5TH STREET, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0363 ***********************************************************************
 GL0363  DESIGNATION -  F 71
 GL0363  PID         -  GL0363
 GL0363  STATE/COUNTY-  OK/CIMARRON
 GL0363  COUNTRY     -  US
 GL0363  USGS QUAD   -  KENTON NE (2018)
 GL0363
 GL0363                         *CURRENT SURVEY CONTROL
 GL0363  ______________________________________________________________________
 GL0363* NAD 83(1986) POSITION- 36 53 59.6    (N) 102 49 54.2    (W)   HD_HELD2
 GL0363* NAVD 88 ORTHO HEIGHT -  1274.945 (meters)     4182.88  (feet) ADJUSTED
 GL0363  ______________________________________________________________________
 GL0363  GEOID HEIGHT    -        -22.909 (meters)                     GEOID18
 GL0363  DYNAMIC HEIGHT  -       1273.545 (meters)     4178.29  (feet) COMP
 GL0363  MODELED GRAVITY -    979,488.9   (mgal)                       NAVD 88
 GL0363
 GL0363  VERT ORDER      -  SECOND    CLASS 0
 GL0363
 GL0363.The horizontal coordinates were established by autonomous hand held GPS
 GL0363.observations and have an estimated accuracy of +/- 10 meters.
 GL0363
 GL0363.The orthometric height was determined by differential leveling and
 GL0363.adjusted by the NATIONAL GEODETIC SURVEY
 GL0363.in June 1991.
 GL0363
 GL0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0363.GEOID18 height accuracy estimate available here.
 GL0363
 GL0363.Click photographs - Photos may exist for this station.
 GL0363
 GL0363.The dynamic height is computed by dividing the NAVD 88
 GL0363.geopotential number by the normal gravity value computed on the
 GL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0363.degrees latitude (g = 980.6199 gals.).
 GL0363
 GL0363.The modeled gravity was interpolated from observed gravity values.
 GL0363
 GL0363;                    North         East    Units  Estimated Accuracy
 GL0363;SPC OK N     -   221,522.      169,523.      MT  (+/- 10 meters HH2 GPS)
 GL0363
 GL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9319085962(NAD 83)
 GL0363
 GL0363                          SUPERSEDED SURVEY CONTROL
 GL0363
 GL0363.No superseded survey control is available for this station.
 GL0363
 GL0363_MARKER: DB = BENCH MARK DISK
 GL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0363_STAMPING: F 71 1935
 GL0363_MARK LOGO: CGS
 GL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0363+STABILITY: SURFACE MOTION
 GL0363
 GL0363  HISTORY     - Date     Condition        Report By
 GL0363  HISTORY     - 1935     MONUMENTED       CGS
 GL0363  HISTORY     - 1939     GOOD             CGS
 GL0363
 GL0363                          STATION DESCRIPTION
 GL0363
 GL0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0363'7.5 MI E FROM KENTON.
 GL0363'7.5 MI. E. OF ALONG U.S. HWY. NO. 64 ABOUT 0.2 MI. W. OF A BRIDGE, ON
 GL0363'A BROAD FLAT, AND 95 FT. N. OF THE CENTER LINE OF THE HWY.
 GL0363
 GL0363                          STATION RECOVERY (1939)
 GL0363
 GL0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GL0363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0746 ***********************************************************************
 GK0746  DESIGNATION -  F 72
 GK0746  PID         -  GK0746
 GK0746  STATE/COUNTY-  OK/TEXAS
 GK0746  COUNTRY     -  US
 GK0746  USGS QUAD   -  HOUGH (2018)
 GK0746
 GK0746                         *CURRENT SURVEY CONTROL
 GK0746  ______________________________________________________________________
 GK0746* NAD 83(1986) POSITION- 36 45 45.     (N) 101 31 47.     (W)   SCALED
 GK0746* NAVD 88 ORTHO HEIGHT -   942.546 (meters)     3092.34  (feet) ADJUSTED
 GK0746  ______________________________________________________________________
 GK0746  GEOID HEIGHT    -        -26.246 (meters)                     GEOID18
 GK0746  DYNAMIC HEIGHT  -        941.576 (meters)     3089.15  (feet) COMP
 GK0746  MODELED GRAVITY -    979,571.2   (mgal)                       NAVD 88
 GK0746
 GK0746  VERT ORDER      -  SECOND    CLASS 0
 GK0746
 GK0746.The horizontal coordinates were scaled from a map and have
 GK0746.an estimated accuracy of +/- 6 seconds.
 GK0746
 GK0746.The orthometric height was determined by differential leveling and
 GK0746.adjusted by the NATIONAL GEODETIC SURVEY
 GK0746.in June 1991.
 GK0746
 GK0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0746.GEOID18 height accuracy estimate available here.
 GK0746
 GK0746.Click photographs - Photos may exist for this station.
 GK0746
 GK0746.The dynamic height is computed by dividing the NAVD 88
 GK0746.geopotential number by the normal gravity value computed on the
 GK0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0746.degrees latitude (g = 980.6199 gals.).
 GK0746
 GK0746.The modeled gravity was interpolated from observed gravity values.
 GK0746
 GK0746;                    North         East    Units  Estimated Accuracy
 GK0746;SPC OK N     -   201,290.      284,910.      MT  (+/- 180 meters Scaled)
 GK0746
 GK0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF741715(NAD 83)
 GK0746
 GK0746                          SUPERSEDED SURVEY CONTROL
 GK0746
 GK0746  NGVD 29 (??/??/92)  942.112  (m)         3090.91   (f) ADJ UNCH    2 0
 GK0746
 GK0746.Superseded values are not recommended for survey control.
 GK0746
 GK0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0746.See file dsdata.pdf to determine how the superseded data were derived.
 GK0746
 GK0746_MARKER: DB = BENCH MARK DISK
 GK0746_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0746_SP_SET: BOX CULVERT
 GK0746_STAMPING: F 72 1935
 GK0746_MARK LOGO: CGS
 GK0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0746+STABILITY: SURFACE MOTION
 GK0746
 GK0746  HISTORY     - Date     Condition        Report By
 GK0746  HISTORY     - 1935     MONUMENTED       CGS
 GK0746  HISTORY     - 1965     GOOD             USGS
 GK0746
 GK0746                          STATION DESCRIPTION
 GK0746
 GK0746'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0746'7.0 MI NW FROM GUYMON.
 GK0746'GUYMON, 7 MI.  NW ALONG U.S. HWY 64 AND STATE HWY 3 FROM THE TEXAS CO.
 GK0746'COURTHOUSE NEAR COR OF SECE.  2-3-34 AND 35, TWPS-3 AND 4-N, R-14-E.
 GK0746'23 FT NORTH OF CENTERLINE HWY, 352 FT. WEST OF A T-FENCE CORNER SOUTH
 GK0746'ON SOUTH SIDE OF HWY.  AT THE WEST END OF A CONC.  BOX CULVERT, IN TOP
 GK0746'OF NORTH CURB.  A STD USC AND GS TABLET STAMPED E 72 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0016 ***********************************************************************
 GL0016  DESIGNATION -  F 73
 GL0016  PID         -  GL0016
 GL0016  STATE/COUNTY-  OK/CIMARRON
 GL0016  COUNTRY     -  US
 GL0016  USGS QUAD   -  KEYES WEST (2018)
 GL0016
 GL0016                         *CURRENT SURVEY CONTROL
 GL0016  ______________________________________________________________________
 GL0016* NAD 83(1986) POSITION- 36 45 43.     (N) 102 22 27.     (W)   SCALED
 GL0016* NAVD 88 ORTHO HEIGHT -  1230.097 (meters)     4035.74  (feet) ADJUSTED
 GL0016  ______________________________________________________________________
 GL0016  GEOID HEIGHT    -        -24.047 (meters)                     GEOID18
 GL0016  DYNAMIC HEIGHT  -       1228.765 (meters)     4031.37  (feet) COMP
 GL0016  MODELED GRAVITY -    979,505.4   (mgal)                       NAVD 88
 GL0016
 GL0016  VERT ORDER      -  SECOND    CLASS 0
 GL0016
 GL0016.The horizontal coordinates were scaled from a map and have
 GL0016.an estimated accuracy of +/- 6 seconds.
 GL0016
 GL0016.The orthometric height was determined by differential leveling and
 GL0016.adjusted by the NATIONAL GEODETIC SURVEY
 GL0016.in June 1991.
 GL0016
 GL0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0016.GEOID18 height accuracy estimate available here.
 GL0016
 GL0016.Click photographs - Photos may exist for this station.
 GL0016
 GL0016.The dynamic height is computed by dividing the NAVD 88
 GL0016.geopotential number by the normal gravity value computed on the
 GL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0016.degrees latitude (g = 980.6199 gals.).
 GL0016
 GL0016.The modeled gravity was interpolated from observed gravity values.
 GL0016
 GL0016;                    North         East    Units  Estimated Accuracy
 GL0016;SPC OK N     -   204,300.      209,570.      MT  (+/- 180 meters Scaled)
 GL0016
 GL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA343716(NAD 83)
 GL0016
 GL0016                          SUPERSEDED SURVEY CONTROL
 GL0016
 GL0016.No superseded survey control is available for this station.
 GL0016
 GL0016_MARKER: DB = BENCH MARK DISK
 GL0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0016_STAMPING: F 73 1935
 GL0016_MARK LOGO: CGS
 GL0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0016+STABILITY: SURFACE MOTION
 GL0016
 GL0016  HISTORY     - Date     Condition        Report By
 GL0016  HISTORY     - 1935     MONUMENTED       CGS
 GL0016  HISTORY     - 1939     GOOD             USGS
 GL0016
 GL0016                          STATION DESCRIPTION
 GL0016
 GL0016'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 GL0016'8.5 MI E FROM BOISE CITY.
 GL0016'8.5 MILES EAST OF BOISE CITY ALONG US HIGHWAY 64, 10 FEET SOUTH OF A
 GL0016'FENCE CORNER, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 2 FEET
 GL0016'WEST OF A SECTION LINE FENCE, NEAR THE NORTHEAST CORNER SECTION 2, T 3
 GL0016'N, R 6 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0745 ***********************************************************************
 GK0745  DESIGNATION -  F 74
 GK0745  PID         -  GK0745
 GK0745  STATE/COUNTY-  OK/TEXAS
 GK0745  COUNTRY     -  US
 GK0745  USGS QUAD   -  HOUGH (2018)
 GK0745
 GK0745                         *CURRENT SURVEY CONTROL
 GK0745  ______________________________________________________________________
 GK0745* NAD 83(1986) POSITION- 36 45 42.     (N) 101 30 47.     (W)   SCALED
 GK0745* NAVD 88 ORTHO HEIGHT -   945.208 (meters)     3101.07  (feet) ADJUSTED
 GK0745  ______________________________________________________________________
 GK0745  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 GK0745  DYNAMIC HEIGHT  -        944.237 (meters)     3097.88  (feet) COMP
 GK0745  MODELED GRAVITY -    979,572.5   (mgal)                       NAVD 88
 GK0745
 GK0745  VERT ORDER      -  SECOND    CLASS 0
 GK0745
 GK0745.The horizontal coordinates were scaled from a map and have
 GK0745.an estimated accuracy of +/- 6 seconds.
 GK0745
 GK0745.The orthometric height was determined by differential leveling and
 GK0745.adjusted by the NATIONAL GEODETIC SURVEY
 GK0745.in June 1991.
 GK0745
 GK0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0745.GEOID18 height accuracy estimate available here.
 GK0745
 GK0745.Click photographs - Photos may exist for this station.
 GK0745
 GK0745.The dynamic height is computed by dividing the NAVD 88
 GK0745.geopotential number by the normal gravity value computed on the
 GK0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0745.degrees latitude (g = 980.6199 gals.).
 GK0745
 GK0745.The modeled gravity was interpolated from observed gravity values.
 GK0745
 GK0745;                    North         East    Units  Estimated Accuracy
 GK0745;SPC OK N     -   201,140.      286,390.      MT  (+/- 180 meters Scaled)
 GK0745
 GK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF756713(NAD 83)
 GK0745
 GK0745                          SUPERSEDED SURVEY CONTROL
 GK0745
 GK0745  NGVD 29 (??/??/92)  944.776  (m)         3099.65   (f) ADJ UNCH    2 0
 GK0745
 GK0745.Superseded values are not recommended for survey control.
 GK0745
 GK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0745.See file dsdata.pdf to determine how the superseded data were derived.
 GK0745
 GK0745_MARKER: DB = BENCH MARK DISK
 GK0745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0745_SP_SET: BOX CULVERT HEADWALL
 GK0745_STAMPING: F 74 1935
 GK0745_MARK LOGO: CGS
 GK0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0745+STABILITY: SURFACE MOTION
 GK0745
 GK0745  HISTORY     - Date     Condition        Report By
 GK0745  HISTORY     - 1935     MONUMENTED       CGS
 GK0745  HISTORY     - 1965     GOOD             USGS
 GK0745
 GK0745                          STATION DESCRIPTION
 GK0745
 GK0745'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0745'6.1 MI N FROM GUYMON.
 GK0745'GUYMON 6.1 MI. NORTH ALONG U.S. HWY 64 AND STATE HWY 3 FROM THE TEXAS
 GK0745'COUNTY COURTHOUSE, NEAR THE NORTH END OF A CURVE IN THE HWY FROM NORTH
 GK0745'TO WEST, 20 FT. SOUTH OF CENTER LINE HWY.  AT EAST END OF A CONC. BOX
 GK0745'CULVERT,  ON OF THE SOUTH CURB, A STD. USC AND GS TABLET STAMPED F 74
 GK0745'1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0726 ***********************************************************************
 GK0726  DESIGNATION -  F 75
 GK0726  PID         -  GK0726
 GK0726  STATE/COUNTY-  OK/TEXAS
 GK0726  COUNTRY     -  US
 GK0726  USGS QUAD   -  EVA (2018)
 GK0726
 GK0726                         *CURRENT SURVEY CONTROL
 GK0726  ______________________________________________________________________
 GK0726* NAD 83(1986) POSITION- 36 50 57.     (N) 101 54 06.     (W)   SCALED
 GK0726* NAVD 88 ORTHO HEIGHT -  1087.676 (meters)     3568.48  (feet) ADJUSTED
 GK0726  ______________________________________________________________________
 GK0726  GEOID HEIGHT    -        -25.185 (meters)                     GEOID18
 GK0726  DYNAMIC HEIGHT  -       1086.538 (meters)     3564.75  (feet) COMP
 GK0726  MODELED GRAVITY -    979,547.1   (mgal)                       NAVD 88
 GK0726
 GK0726  VERT ORDER      -  SECOND    CLASS 0
 GK0726
 GK0726.The horizontal coordinates were scaled from a map and have
 GK0726.an estimated accuracy of +/- 6 seconds.
 GK0726
 GK0726.The orthometric height was determined by differential leveling and
 GK0726.adjusted by the NATIONAL GEODETIC SURVEY
 GK0726.in June 1991.
 GK0726
 GK0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0726.GEOID18 height accuracy estimate available here.
 GK0726
 GK0726.Click photographs - Photos may exist for this station.
 GK0726
 GK0726.The dynamic height is computed by dividing the NAVD 88
 GK0726.geopotential number by the normal gravity value computed on the
 GK0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0726.degrees latitude (g = 980.6199 gals.).
 GK0726
 GK0726.The modeled gravity was interpolated from observed gravity values.
 GK0726
 GK0726;                    North         East    Units  Estimated Accuracy
 GK0726;SPC OK N     -   212,170.      252,110.      MT  (+/- 180 meters Scaled)
 GK0726
 GK0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF412820(NAD 83)
 GK0726
 GK0726                          SUPERSEDED SURVEY CONTROL
 GK0726
 GK0726  NGVD 29 (??/??/92) 1087.194  (m)         3566.90   (f) ADJ UNCH    2 0
 GK0726
 GK0726.Superseded values are not recommended for survey control.
 GK0726
 GK0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0726.See file dsdata.pdf to determine how the superseded data were derived.
 GK0726
 GK0726_MARKER: DB = BENCH MARK DISK
 GK0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0726_STAMPING: F 75 1935
 GK0726_MARK LOGO: CGS
 GK0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0726+STABILITY: SURFACE MOTION
 GK0726
 GK0726  HISTORY     - Date     Condition        Report By
 GK0726  HISTORY     - 1935     MONUMENTED       CGS
 GK0726  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0726
 GK0726                          STATION DESCRIPTION
 GK0726
 GK0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0726'3.7 MI N FROM EVA.
 GK0726'3.7 MILES NORTH ALONG THE ELKHART ROAD FROM EVA, TEXAS COUNTY, AT A
 GK0726'ROAD CROSSING, ABOUT 70 FEET EAST OF THE CENTER LINE OF THE
 GK0726'NORTH-AND-SOUTH ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 GK0726'EAST-AND-WEST ROAD, AND 2 FEET EAST OF A GATE POST. A STANDARD DISK,
 GK0726'STAMPED F 75 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0726
 GK0726                          STATION RECOVERY (1973)
 GK0726
 GK0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0726'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0302 ***********************************************************************
 FH0302  DESIGNATION -  F 76
 FH0302  PID         -  FH0302
 FH0302  STATE/COUNTY-  OK/SEQUOYAH
 FH0302  COUNTRY     -  US
 FH0302  USGS QUAD   -  GANS (2018)
 FH0302
 FH0302                         *CURRENT SURVEY CONTROL
 FH0302  ______________________________________________________________________
 FH0302* NAD 83(1986) POSITION- 35 22 52.     (N) 094 41 26.     (W)   SCALED
 FH0302* NAVD 88 ORTHO HEIGHT -   153.307 (meters)      502.97  (feet) ADJUSTED
 FH0302  ______________________________________________________________________
 FH0302  GEOID HEIGHT    -        -30.277 (meters)                     GEOID18
 FH0302  DYNAMIC HEIGHT  -        153.162 (meters)      502.50  (feet) COMP
 FH0302  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 FH0302
 FH0302  VERT ORDER      -  SECOND    CLASS 0
 FH0302
 FH0302.The horizontal coordinates were scaled from a map and have
 FH0302.an estimated accuracy of +/- 6 seconds.
 FH0302
 FH0302.The orthometric height was determined by differential leveling and
 FH0302.adjusted by the NATIONAL GEODETIC SURVEY
 FH0302.in June 1991.
 FH0302
 FH0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0302.GEOID18 height accuracy estimate available here.
 FH0302
 FH0302.Click photographs - Photos may exist for this station.
 FH0302
 FH0302.The dynamic height is computed by dividing the NAVD 88
 FH0302.geopotential number by the normal gravity value computed on the
 FH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0302.degrees latitude (g = 980.6199 gals.).
 FH0302
 FH0302.The modeled gravity was interpolated from observed gravity values.
 FH0302
 FH0302;                    North         East    Units  Estimated Accuracy
 FH0302;SPC OK N     -    47,410.      900,660.      MT  (+/- 180 meters Scaled)
 FH0302
 FH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV464166(NAD 83)
 FH0302
 FH0302                          SUPERSEDED SURVEY CONTROL
 FH0302
 FH0302  NGVD 29 (??/??/92)  153.215  (m)          502.67   (f) ADJ UNCH    2 0
 FH0302
 FH0302.Superseded values are not recommended for survey control.
 FH0302
 FH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0302.See file dsdata.pdf to determine how the superseded data were derived.
 FH0302
 FH0302_MARKER: DB = BENCH MARK DISK
 FH0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0302_SP_SET: CULVERT HEADWALL
 FH0302_STAMPING: F 76 1940
 FH0302_MARK LOGO: CGS
 FH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0302+STABILITY: SURFACE MOTION
 FH0302
 FH0302  HISTORY     - Date     Condition        Report By
 FH0302  HISTORY     - 1940     MONUMENTED       CGS
 FH0302
 FH0302                          STATION DESCRIPTION
 FH0302
 FH0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0302'0.5 MI SE FROM GANS.
 FH0302'0.5 MILE SOUTHEAST OF RR STATION IN GANS.  TO REACH FROM RR
 FH0302'STATION IN GANS PROCEED SOUTH ON STREET IN GANS, GO 0.1 MILE,
 FH0302'TURN LEFT AT STREET INTERSECTION IN GANS AND FOLLOW GRADED
 FH0302'ROAD SOUTHEASTERLY, GO 0.3 MILE, TAKE RIGHT FORK AND FOLLOW GRADED
 FH0302'ROAD SOUTH, GO 0.1 MILE.  BENCH MARK IS ALONG GRADED COUNTY
 FH0302'ROAD, 9.8 FEET WEST OF CENTER LINE OF ROAD, SET HORIZONTALLY
 FH0302'IN SOUTH END OF CONCRETE HEADWALL OF ROAD CULVERT.  DISK SET
 FH0302'FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0320 ***********************************************************************
 FH0320  DESIGNATION -  F 77
 FH0320  PID         -  FH0320
 FH0320  STATE/COUNTY-  OK/SEQUOYAH
 FH0320  COUNTRY     -  US
 FH0320  USGS QUAD   -  FORT COFFEE (2018)
 FH0320
 FH0320                         *CURRENT SURVEY CONTROL
 FH0320  ______________________________________________________________________
 FH0320* NAD 83(1986) POSITION- 35 20 48.     (N) 094 30 48.     (W)   SCALED
 FH0320* NAVD 88 ORTHO HEIGHT -   127.670 (meters)      418.86  (feet) ADJUSTED
 FH0320  ______________________________________________________________________
 FH0320  GEOID HEIGHT    -        -30.344 (meters)                     GEOID18
 FH0320  DYNAMIC HEIGHT  -        127.549 (meters)      418.47  (feet) COMP
 FH0320  MODELED GRAVITY -    979,683.7   (mgal)                       NAVD 88
 FH0320
 FH0320  VERT ORDER      -  SECOND    CLASS 0
 FH0320
 FH0320.The horizontal coordinates were scaled from a map and have
 FH0320.an estimated accuracy of +/- 6 seconds.
 FH0320
 FH0320.The orthometric height was determined by differential leveling and
 FH0320.adjusted by the NATIONAL GEODETIC SURVEY
 FH0320.in June 1991.
 FH0320
 FH0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0320.GEOID18 height accuracy estimate available here.
 FH0320
 FH0320.Click photographs - Photos may exist for this station.
 FH0320
 FH0320.The dynamic height is computed by dividing the NAVD 88
 FH0320.geopotential number by the normal gravity value computed on the
 FH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0320.degrees latitude (g = 980.6199 gals.).
 FH0320
 FH0320.The modeled gravity was interpolated from observed gravity values.
 FH0320
 FH0320;                    North         East    Units  Estimated Accuracy
 FH0320;SPC OK N     -    44,160.      916,890.      MT  (+/- 180 meters Scaled)
 FH0320
 FH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV624125(NAD 83)
 FH0320
 FH0320                          SUPERSEDED SURVEY CONTROL
 FH0320
 FH0320  NGVD 29 (??/??/92)  127.583  (m)          418.58   (f) ADJ UNCH    2 0
 FH0320
 FH0320.Superseded values are not recommended for survey control.
 FH0320
 FH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0320.See file dsdata.pdf to determine how the superseded data were derived.
 FH0320
 FH0320_MARKER: DB = BENCH MARK DISK
 FH0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0320_SP_SET: CULVERT HEADWALL
 FH0320_STAMPING: F 77 1940
 FH0320_MARK LOGO: CGS
 FH0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0320+STABILITY: SURFACE MOTION
 FH0320
 FH0320  HISTORY     - Date     Condition        Report By
 FH0320  HISTORY     - 1940     MONUMENTED       CGS
 FH0320  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FH0320
 FH0320                          STATION DESCRIPTION
 FH0320
 FH0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0320'5.6 MI SW FROM MOFFETT.
 FH0320'5.6 MILES SOUTHWEST OF SCHOOL BUILDING IN MOFFETT.  TO REACH
 FH0320'FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTERLY ON U.S. HIGHWAY
 FH0320'NO. 64, GO 4.6 MILES, TURN LEFT (SOUTH) ONTO GRAVELED ROAD, GO
 FH0320'3.0 MILES, TURN LEFT (EAST) ONTO POOR GRADED ROAD AT INTERSECTION
 FH0320'AND SECTION LINE, GO 1.0 MILE.  BENCH MARK IS 1.0 MILE NORTH
 FH0320'OF PAW PAW SCHOOL BUILDING, AT T-INTERSECTION, 18 FEET EAST
 FH0320'OF CENTER LINE OF NORTH-SOUTH ROAD, 14 FEET SOUTH OF CENTER
 FH0320'LINE OF EAST-WEST ROAD, SET HORIZONTALLY IN TOP OF SOUTH HEADWALL
 FH0320'OF CONCRETE CULVERT.  DISK SET FLUSH.
 FH0320
 FH0320                          STATION RECOVERY (1984)
 FH0320
 FH0320'RECOVERY NOTE BY US POWER SQUADRON 1984 (WEK)
 FH0320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0595 ***********************************************************************
 FH0595  DESIGNATION -  F 78
 FH0595  PID         -  FH0595
 FH0595  STATE/COUNTY-  OK/MUSKOGEE
 FH0595  COUNTRY     -  US
 FH0595  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH0595
 FH0595                         *CURRENT SURVEY CONTROL
 FH0595  ______________________________________________________________________
 FH0595* NAD 83(1986) POSITION- 35 22 39.     (N) 095 09 14.     (W)   SCALED
 FH0595* NAVD 88 ORTHO HEIGHT -   152.222 (meters)      499.42  (feet) ADJUSTED
 FH0595  ______________________________________________________________________
 FH0595  GEOID HEIGHT    -        -30.232 (meters)                     GEOID18
 FH0595  DYNAMIC HEIGHT  -        152.078 (meters)      498.94  (feet) COMP
 FH0595  MODELED GRAVITY -    979,686.4   (mgal)                       NAVD 88
 FH0595
 FH0595  VERT ORDER      -  SECOND    CLASS 0
 FH0595
 FH0595.The horizontal coordinates were scaled from a map and have
 FH0595.an estimated accuracy of +/- 6 seconds.
 FH0595
 FH0595.The orthometric height was determined by differential leveling and
 FH0595.adjusted by the NATIONAL GEODETIC SURVEY
 FH0595.in June 1991.
 FH0595
 FH0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0595.GEOID18 height accuracy estimate available here.
 FH0595
 FH0595.Click photographs - Photos may exist for this station.
 FH0595
 FH0595.The dynamic height is computed by dividing the NAVD 88
 FH0595.geopotential number by the normal gravity value computed on the
 FH0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0595.degrees latitude (g = 980.6199 gals.).
 FH0595
 FH0595.The modeled gravity was interpolated from observed gravity values.
 FH0595
 FH0595;                    North         East    Units  Estimated Accuracy
 FH0595;SPC OK N     -    45,680.      858,590.      MT  (+/- 180 meters Scaled)
 FH0595
 FH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV043170(NAD 83)
 FH0595
 FH0595                          SUPERSEDED SURVEY CONTROL
 FH0595
 FH0595  NGVD 29 (??/??/92)  152.111  (m)          499.05   (f) ADJ UNCH    2 0
 FH0595
 FH0595.Superseded values are not recommended for survey control.
 FH0595
 FH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0595.See file dsdata.pdf to determine how the superseded data were derived.
 FH0595
 FH0595_MARKER: DB = BENCH MARK DISK
 FH0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0595_STAMPING: F 78 1940
 FH0595_MARK LOGO: CGS
 FH0595_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0595+STABILITY: SURFACE MOTION
 FH0595
 FH0595  HISTORY     - Date     Condition        Report By
 FH0595  HISTORY     - 1940     MONUMENTED       CGS
 FH0595  HISTORY     - 1960     GOOD             CGS
 FH0595
 FH0595                          STATION DESCRIPTION
 FH0595
 FH0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0595'11.8 MI SW FROM WEBBERS FALLS.
 FH0595'11.8 MILES SOUTHEAST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0595'FROM POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0595'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0595'ROAD AND CONTINUE SOUTHWARD ON
 FH0595'GRAVELED ROAD AND GRADED DIRT ROAD, GO 8.1 MILES, TURN RIGHT
 FH0595'(WEST) ONTO A GRADED DIRT ROAD, GO 2.0 MILES, TURN LEFT (SOUTH
 FH0595'AND SOUTHWEST) ONTO GRADED DIRT ROAD, GO 1.0 MILE.  BENCH MARK
 FH0595'IS ALONG GRADED DIRT ROAD RUNNING SOUTHWEST, 190 FEET NORTH OF
 FH0595'SMALL WOODEN BRIDGE, 21.5 FEET WEST OF CENTER LINE OF ROAD,
 FH0595'2 FEET ABOVE ROAD LEVEL, 2 FEET NORTH OF A 4 X 4 INCH WODEN
 FH0595'POST PAINTED WHITE PROJECTING 2 FEET.  MONUMENT PROJECTS 0.5 FOOT.
 FH0595
 FH0595                          STATION RECOVERY (1960)
 FH0595
 FH0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0735 ***********************************************************************
 FH0735  DESIGNATION -  F 79
 FH0735  PID         -  FH0735
 FH0735  STATE/COUNTY-  OK/WAGONER
 FH0735  COUNTRY     -  US
 FH0735  USGS QUAD   -  RED BIRD (2018)
 FH0735
 FH0735                         *CURRENT SURVEY CONTROL
 FH0735  ______________________________________________________________________
 FH0735* NAD 83(1986) POSITION- 35 56 02.     (N) 095 31 44.     (W)   SCALED
 FH0735* NAVD 88 ORTHO HEIGHT -   162.533 (meters)      533.24  (feet) ADJUSTED
 FH0735  ______________________________________________________________________
 FH0735  GEOID HEIGHT    -        -29.329 (meters)                     GEOID18
 FH0735  DYNAMIC HEIGHT  -        162.388 (meters)      532.77  (feet) COMP
 FH0735  MODELED GRAVITY -    979,742.2   (mgal)                       NAVD 88
 FH0735
 FH0735  VERT ORDER      -  SECOND    CLASS 0
 FH0735
 FH0735.The horizontal coordinates were scaled from a map and have
 FH0735.an estimated accuracy of +/- 6 seconds.
 FH0735
 FH0735.The orthometric height was determined by differential leveling and
 FH0735.adjusted by the NATIONAL GEODETIC SURVEY
 FH0735.in June 1991.
 FH0735
 FH0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0735.GEOID18 height accuracy estimate available here.
 FH0735
 FH0735.Click photographs - Photos may exist for this station.
 FH0735
 FH0735.The dynamic height is computed by dividing the NAVD 88
 FH0735.geopotential number by the normal gravity value computed on the
 FH0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0735.degrees latitude (g = 980.6199 gals.).
 FH0735
 FH0735.The modeled gravity was interpolated from observed gravity values.
 FH0735
 FH0735;                    North         East    Units  Estimated Accuracy
 FH0735;SPC OK N     -   106,460.      822,960.      MT  (+/- 180 meters Scaled)
 FH0735
 FH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV718795(NAD 83)
 FH0735
 FH0735                          SUPERSEDED SURVEY CONTROL
 FH0735
 FH0735  NGVD 29 (??/??/92)  162.421  (m)          532.88   (f) ADJ UNCH    2 0
 FH0735
 FH0735.Superseded values are not recommended for survey control.
 FH0735
 FH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0735.See file dsdata.pdf to determine how the superseded data were derived.
 FH0735
 FH0735_MARKER: DB = BENCH MARK DISK
 FH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0735_STAMPING: F 79 1940
 FH0735_MARK LOGO: CGS
 FH0735_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0735+STABILITY: SURFACE MOTION
 FH0735
 FH0735  HISTORY     - Date     Condition        Report By
 FH0735  HISTORY     - 1940     MONUMENTED       CGS
 FH0735  HISTORY     - 1962     MARK NOT FOUND   CGS
 FH0735
 FH0735                          STATION DESCRIPTION
 FH0735
 FH0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0735'7.2 MI E FROM COWETA.
 FH0735'TO REACH FROM THE COWETA CITY WATER TANK, PROCEED EASTERLY ON
 FH0735'STATE HIGHWAY NO. 51, GO 7.2 MILES.  BENCH MARK IS AT THE
 FH0735'JUNCTION OF STATE HIGHWAY NO. 51 WITH GRAVELED ROAD TOWARDS
 FH0735'THE SOUTH TO PORTER, 38 FEET NORTH OF CENTER LINE OF STATE
 FH0735'HIGHWAY NO. 51, 29 FEET NORTHWEST OF AN 18 INCH CONCRETE PIPE
 FH0735'CULVERT, 2.6 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED
 FH0735'WHITE PROJECTING 2 FEET. MONUMENT PROJECTS 0.5 FOOT.
 FH0735
 FH0735                          STATION RECOVERY (1962)
 FH0735
 FH0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 FH0735'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0193 ***********************************************************************
 FJ0193  DESIGNATION -  F 8
 FJ0193  PID         -  FJ0193
 FJ0193  STATE/COUNTY-  OK/LINCOLN
 FJ0193  COUNTRY     -  US
 FJ0193  USGS QUAD   -  SPARKS (2018)
 FJ0193
 FJ0193                         *CURRENT SURVEY CONTROL
 FJ0193  ______________________________________________________________________
 FJ0193* NAD 83(1986) POSITION- 35 37 26.     (N) 096 48 50.     (W)   SCALED
 FJ0193* NAVD 88 ORTHO HEIGHT -   244.081 (meters)      800.79  (feet) ADJUSTED
 FJ0193  ______________________________________________________________________
 FJ0193  GEOID HEIGHT    -        -27.900 (meters)                     GEOID18
 FJ0193  DYNAMIC HEIGHT  -        243.852 (meters)      800.04  (feet) COMP
 FJ0193  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 FJ0193
 FJ0193  VERT ORDER      -  FIRST     CLASS II
 FJ0193
 FJ0193.The horizontal coordinates were scaled from a map and have
 FJ0193.an estimated accuracy of +/- 6 seconds.
 FJ0193
 FJ0193.The orthometric height was determined by differential leveling and
 FJ0193.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0193.in June 1991.
 FJ0193
 FJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0193.GEOID18 height accuracy estimate available here.
 FJ0193
 FJ0193.Click photographs - Photos may exist for this station.
 FJ0193
 FJ0193.The dynamic height is computed by dividing the NAVD 88
 FJ0193.geopotential number by the normal gravity value computed on the
 FJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0193.degrees latitude (g = 980.6199 gals.).
 FJ0193
 FJ0193.The modeled gravity was interpolated from observed gravity values.
 FJ0193
 FJ0193;                    North         East    Units  Estimated Accuracy
 FJ0193;SPC OK N     -    69,880.      707,450.      MT  (+/- 180 meters Scaled)
 FJ0193
 FJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE979444(NAD 83)
 FJ0193
 FJ0193                          SUPERSEDED SURVEY CONTROL
 FJ0193
 FJ0193  NGVD 29 (??/??/92)  243.991  (m)          800.49   (f) ADJ UNCH    1 2
 FJ0193
 FJ0193.Superseded values are not recommended for survey control.
 FJ0193
 FJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0193.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0193
 FJ0193_MARKER: DB = BENCH MARK DISK
 FJ0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0193_SP_SET: PIER
 FJ0193_STAMPING: F 8 1933
 FJ0193_MARK LOGO: CGS
 FJ0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0193
 FJ0193  HISTORY     - Date     Condition        Report By
 FJ0193  HISTORY     - 1933     MONUMENTED       CGS
 FJ0193  HISTORY     - 1934     GOOD
 FJ0193
 FJ0193                          STATION DESCRIPTION
 FJ0193
 FJ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0193'0.5 MI NW FROM SPARKS.
 FJ0193'0.5 MILE NW OF SPARKS ON FT. S. AND W. R.R. AT MP 172/11.  IN SE.
 FJ0193'CORNER OF PIER FORMERLY SUPPORTING R.R. WATER TANK.  1500 FEET
 FJ0193'W. OF SPARKS STATION AND A.T. AND S.F. R.R. CROSSING.  15 FEET
 FJ0193'N. OF TRACK AND 6 FEET E. OF E. RETAINING WALL OF BRIDGE.  MARK
 FJ0193'STAMPED F 8 1933.
 FJ0193
 FJ0193                          STATION RECOVERY (1934)
 FJ0193
 FJ0193'RECOVERED 1934
 FJ0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0332 ***********************************************************************
 GL0332  DESIGNATION -  F 80
 GL0332  PID         -  GL0332
 GL0332  STATE/COUNTY-  OK/CIMARRON
 GL0332  COUNTRY     -  US
 GL0332  USGS QUAD   -  BOISE CITY NW (2018)
 GL0332
 GL0332                         *CURRENT SURVEY CONTROL
 GL0332  ______________________________________________________________________
 GL0332* NAD 83(1986) POSITION- 36 44 00.83   (N) 102 40 46.10   (W)   HD_HELD1
 GL0332* NAVD 88 ORTHO HEIGHT -  1319.723 (meters)     4329.79  (feet) ADJUSTED
 GL0332  ______________________________________________________________________
 GL0332  GEOID HEIGHT    -        -23.358 (meters)                     GEOID18
 GL0332  DYNAMIC HEIGHT  -       1318.256 (meters)     4324.98  (feet) COMP
 GL0332  MODELED GRAVITY -    979,473.8   (mgal)                       NAVD 88
 GL0332
 GL0332  VERT ORDER      -  SECOND    CLASS 0
 GL0332
 GL0332.The horizontal coordinates were determined by differentially corrected
 GL0332.hand held GPS observations or other comparable positioning techniques
 GL0332.and have an estimated accuracy of +/- 3 meters.
 GL0332
 GL0332.The orthometric height was determined by differential leveling and
 GL0332.adjusted by the NATIONAL GEODETIC SURVEY
 GL0332.in June 1991.
 GL0332
 GL0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0332.GEOID18 height accuracy estimate available here.
 GL0332
 GL0332.Click photographs - Photos may exist for this station.
 GL0332
 GL0332.The dynamic height is computed by dividing the NAVD 88
 GL0332.geopotential number by the normal gravity value computed on the
 GL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0332.degrees latitude (g = 980.6199 gals.).
 GL0332
 GL0332.The modeled gravity was interpolated from observed gravity values.
 GL0332
 GL0332;                    North         East    Units  Estimated Accuracy
 GL0332;SPC OK N     -   202,420.6     182,187.8     MT  (+/- 3 meters HH1 GPS) 
 GL0332
 GL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0720567826(NAD 83)
 GL0332
 GL0332                          SUPERSEDED SURVEY CONTROL
 GL0332
 GL0332.No superseded survey control is available for this station.
 GL0332
 GL0332_MARKER: DB = BENCH MARK DISK
 GL0332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0332_SP_SET: BOX CULVERT HEADWALL
 GL0332_STAMPING: F 80 1941
 GL0332_MARK LOGO: CGS
 GL0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0332+STABILITY: SURFACE MOTION
 GL0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0332+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0332
 GL0332  HISTORY     - Date     Condition        Report By
 GL0332  HISTORY     - 1941     MONUMENTED       CGS
 GL0332  HISTORY     - 20051008 GOOD             INDIV
 GL0332
 GL0332                          STATION DESCRIPTION
 GL0332
 GL0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0332'9.3 MI W FROM BOISE CITY.
 GL0332'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0332'ON U.S. HIGHWAY NO. 64, GO 9.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0332'MARK IS AT A CROSS ROADS, SET HORIZONTALLY IN THE EAST END OF THE
 GL0332'SOUTH HEADWALL OF A CONCRETE BOX CULVERT.  63.0 FEET WEST OF THE
 GL0332'CENTERLINE OF NORTH-SOUTH ROAD.  18.0 FEET SOUTH OF AND ABOUT THE SAME
 GL0332'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 GL0332
 GL0332                          STATION RECOVERY (2005)
 GL0332
 GL0332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0438 ***********************************************************************
 EL0438  DESIGNATION -  F 81
 EL0438  PID         -  EL0438
 EL0438  STATE/COUNTY-  OK/CARTER
 EL0438  COUNTRY     -  US
 EL0438  USGS QUAD   -  GENE AUTRY (2018)
 EL0438
 EL0438                         *CURRENT SURVEY CONTROL
 EL0438  ______________________________________________________________________
 EL0438* NAD 83(1986) POSITION- 34 18 10.     (N) 097 04 22.     (W)   SCALED
 EL0438* NAVD 88 ORTHO HEIGHT -   255.663 (meters)      838.79  (feet) ADJUSTED
 EL0438  ______________________________________________________________________
 EL0438  GEOID HEIGHT    -        -25.686 (meters)                     GEOID18
 EL0438  DYNAMIC HEIGHT  -        255.404 (meters)      837.94  (feet) COMP
 EL0438  MODELED GRAVITY -    979,616.1   (mgal)                       NAVD 88
 EL0438
 EL0438  VERT ORDER      -  SECOND    CLASS 0
 EL0438
 EL0438.The horizontal coordinates were scaled from a map and have
 EL0438.an estimated accuracy of +/- 6 seconds.
 EL0438
 EL0438.The orthometric height was determined by differential leveling and
 EL0438.adjusted by the NATIONAL GEODETIC SURVEY
 EL0438.in June 1991.
 EL0438
 EL0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0438.GEOID18 height accuracy estimate available here.
 EL0438
 EL0438.Click photographs - Photos may exist for this station.
 EL0438
 EL0438.The dynamic height is computed by dividing the NAVD 88
 EL0438.geopotential number by the normal gravity value computed on the
 EL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0438.degrees latitude (g = 980.6199 gals.).
 EL0438
 EL0438.The modeled gravity was interpolated from observed gravity values.
 EL0438
 EL0438;                    North         East    Units  Estimated Accuracy
 EL0438;SPC OK S     -   107,930.      685,350.      MT  (+/- 180 meters Scaled)
 EL0438
 EL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC773974(NAD 83)
 EL0438
 EL0438                          SUPERSEDED SURVEY CONTROL
 EL0438
 EL0438  NGVD 29 (??/??/92)  255.608  (m)          838.61   (f) ADJ UNCH    2 0
 EL0438
 EL0438.Superseded values are not recommended for survey control.
 EL0438
 EL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0438.See file dsdata.pdf to determine how the superseded data were derived.
 EL0438
 EL0438_MARKER: DB = BENCH MARK DISK
 EL0438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0438_SP_SET: CULVERT HEADWALL
 EL0438_STAMPING: F 81 1945
 EL0438_MARK LOGO: CGS
 EL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0438+STABILITY: SURFACE MOTION
 EL0438
 EL0438  HISTORY     - Date     Condition        Report By
 EL0438  HISTORY     - 1945     MONUMENTED       CGS
 EL0438  HISTORY     - 20091212 MARK NOT FOUND   GEOCAC
 EL0438
 EL0438                          STATION DESCRIPTION
 EL0438
 EL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0438'3.2 MI NW FROM GENE AUTRY.
 EL0438'ABOUT 1.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 EL0438'AT GENE AUTRY, THENCE WEST 2.1 MILES ALONG AN ASPHALT ROAD TO
 EL0438'SITE OF MARK, BENCH MARK IS 30.0 FEET SOUTH OF THE CENTER LINE
 EL0438'OF ROAD AND ON TOP OF NORTH END OF THE EAST HEADWALL OF A
 EL0438'2 FT X 4 FT CONCRETE CULVERT ON A T ROAD LEADING SOUTH.  AN
 EL0438'IRON DISK STAMPED F 81 1945 SET IN A DRILL HOLE IN CONCRETE
 EL0438'HEADWALL.
 EL0438
 EL0438                          STATION RECOVERY (2009)
 EL0438
 EL0438'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0438'THE OLD BOX CULVERT HAS BEEN REPLACED WITH A NEW CORRUGATED PIPE
 EL0438'CULVERT.  THERE IS NO LONGER A BENCHMARK ON THIS CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0269 ***********************************************************************
 FJ0269  DESIGNATION -  F 9
 FJ0269  PID         -  FJ0269
 FJ0269  STATE/COUNTY-  OK/OKLAHOMA
 FJ0269  COUNTRY     -  US
 FJ0269  USGS QUAD   -  JONES (2018)
 FJ0269
 FJ0269                         *CURRENT SURVEY CONTROL
 FJ0269  ______________________________________________________________________
 FJ0269* NAD 83(1986) POSITION- 35 33 44.     (N) 097 19 33.     (W)   SCALED
 FJ0269* NAVD 88 ORTHO HEIGHT -   356.794 (meters)     1170.58  (feet) ADJUSTED
 FJ0269  ______________________________________________________________________
 FJ0269  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 FJ0269  DYNAMIC HEIGHT  -        356.456 (meters)     1169.47  (feet) COMP
 FJ0269  MODELED GRAVITY -    979,674.6   (mgal)                       NAVD 88
 FJ0269
 FJ0269  VERT ORDER      -  FIRST     CLASS II
 FJ0269
 FJ0269.The horizontal coordinates were scaled from a map and have
 FJ0269.an estimated accuracy of +/- 6 seconds.
 FJ0269
 FJ0269.The orthometric height was determined by differential leveling and
 FJ0269.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0269.in August 1994.
 FJ0269
 FJ0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0269.GEOID18 height accuracy estimate available here.
 FJ0269
 FJ0269.Click photographs - Photos may exist for this station.
 FJ0269
 FJ0269.The dynamic height is computed by dividing the NAVD 88
 FJ0269.geopotential number by the normal gravity value computed on the
 FJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0269.degrees latitude (g = 980.6199 gals.).
 FJ0269
 FJ0269.The modeled gravity was interpolated from observed gravity values.
 FJ0269
 FJ0269;                    North         East    Units  Estimated Accuracy
 FJ0269;SPC OK N     -    62,590.      661,120.      MT  (+/- 180 meters Scaled)
 FJ0269
 FJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE517366(NAD 83)
 FJ0269
 FJ0269                          SUPERSEDED SURVEY CONTROL
 FJ0269
 FJ0269  NAVD 88 (06/15/91)  356.838  (m)         1170.73   (f) SUPERSEDED  1 2
 FJ0269  NGVD 29 (??/??/92)  356.705  (m)         1170.29   (f) ADJ UNCH    1 2
 FJ0269
 FJ0269.Superseded values are not recommended for survey control.
 FJ0269
 FJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0269.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0269
 FJ0269_MARKER: DB = BENCH MARK DISK
 FJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0269_STAMPING: F 9 1933
 FJ0269_MARK LOGO: CGS
 FJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0269+STABILITY: SURFACE MOTION
 FJ0269
 FJ0269  HISTORY     - Date     Condition        Report By
 FJ0269  HISTORY     - 1933     MONUMENTED       CGS
 FJ0269  HISTORY     - 1944     GOOD
 FJ0269  HISTORY     - 20100413 MARK NOT FOUND   COOPWD
 FJ0269
 FJ0269                          STATION DESCRIPTION
 FJ0269
 FJ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0269'2.2 MI W FROM JONES.
 FJ0269'2.2 MILES WEST 48 FT. EAST OF CENTER LINE OF FRISCO R. R. AT M.P.
 FJ0269'526-22 POLES.  2 FT. WEST OF FENCE, 47 FT. WEST OF CENTER LINE
 FJ0269'OF GRAVEL HIGHWAY.
 FJ0269
 FJ0269                          STATION RECOVERY (1944)
 FJ0269
 FJ0269'RECOVERED 1944
 FJ0269'RECOVERED IN GOOD CONDITION.
 FJ0269
 FJ0269                          STATION RECOVERY (2010)
 FJ0269
 FJ0269'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2010 (CJM)
 FJ0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0338 ***********************************************************************
 EK0338  DESIGNATION -  F 99
 EK0338  PID         -  EK0338
 EK0338  STATE/COUNTY-  OK/MCCURTAIN
 EK0338  COUNTRY     -  US
 EK0338  USGS QUAD   -  BATTIEST (2018)
 EK0338
 EK0338                         *CURRENT SURVEY CONTROL
 EK0338  ______________________________________________________________________
 EK0338* NAD 83(1986) POSITION- 34 23 08.     (N) 094 53 35.     (W)   SCALED
 EK0338* NAVD 88 ORTHO HEIGHT -   251.499 (meters)      825.13  (feet) ADJUSTED
 EK0338  ______________________________________________________________________
 EK0338  GEOID HEIGHT    -        -30.801 (meters)                     GEOID18
 EK0338  DYNAMIC HEIGHT  -        251.224 (meters)      824.22  (feet) COMP
 EK0338  MODELED GRAVITY -    979,535.4   (mgal)                       NAVD 88
 EK0338
 EK0338  VERT ORDER      -  SECOND    CLASS 0
 EK0338
 EK0338.The horizontal coordinates were scaled from a map and have
 EK0338.an estimated accuracy of +/- 6 seconds.
 EK0338
 EK0338.The orthometric height was determined by differential leveling and
 EK0338.adjusted by the NATIONAL GEODETIC SURVEY
 EK0338.in June 1991.
 EK0338
 EK0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0338.GEOID18 height accuracy estimate available here.
 EK0338
 EK0338.Click photographs - Photos may exist for this station.
 EK0338
 EK0338.The dynamic height is computed by dividing the NAVD 88
 EK0338.geopotential number by the normal gravity value computed on the
 EK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0338.degrees latitude (g = 980.6199 gals.).
 EK0338
 EK0338.The modeled gravity was interpolated from observed gravity values.
 EK0338
 EK0338;                    North         East    Units  Estimated Accuracy
 EK0338;SPC OK S     -   121,110.      885,670.      MT  (+/- 180 meters Scaled)
 EK0338
 EK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU259065(NAD 83)
 EK0338
 EK0338                          SUPERSEDED SURVEY CONTROL
 EK0338
 EK0338  NGVD 29 (??/??/92)  251.434  (m)          824.91   (f) ADJ UNCH    2 0
 EK0338
 EK0338.Superseded values are not recommended for survey control.
 EK0338
 EK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0338.See file dsdata.pdf to determine how the superseded data were derived.
 EK0338
 EK0338_MARKER: DB = BENCH MARK DISK
 EK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0338_STAMPING: F 99 1960
 EK0338_MARK LOGO: CGS
 EK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0338+STABILITY: SURFACE MOTION
 EK0338
 EK0338  HISTORY     - Date     Condition        Report By
 EK0338  HISTORY     - 1960     MONUMENTED       CGS
 EK0338
 EK0338                          STATION DESCRIPTION
 EK0338
 EK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0338'2 MI SE FROM BATTIEST.
 EK0338'ABOUT 2.05 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST
 EK0338'OFFICE AT BATTIEST, IN SECTION 16, R 23 E, T 2 S, 37 FEET SOUTH
 EK0338'OF THE CENTER LINE OF THE ROAD, 150 FEET SOUTHWEST AND ACROSS
 EK0338'THE ROAD FROM THE SOUTHWEST CORNER OF A VACANT FARM HOUSE, 48
 EK0338'YARDS EAST OF THE CENTER LINE OF A T ROAD LEADING SOUTH, 6 FEET
 EK0338'SOUTH OF A POWER POLE BEARING A TRANSFORMER, 1.0 FOOT NORTH OF A
 EK0338'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 EK0338'A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0653 ***********************************************************************
 EM0653  DESIGNATION -  F P 137
 EM0653  PID         -  EM0653
 EM0653  STATE/COUNTY-  OK/COMANCHE
 EM0653  COUNTRY     -  US
 EM0653  USGS QUAD   -  FORT SILL (2018)
 EM0653
 EM0653                         *CURRENT SURVEY CONTROL
 EM0653  ______________________________________________________________________
 EM0653* NAD 83(1993) POSITION- 34 39 22.43365(N) 098 27 26.66100(W)   ADJUSTED
 EM0653* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 EM0653  ______________________________________________________________________
 EM0653  GEOID HEIGHT    -        -25.686 (meters)                     GEOID18
 EM0653  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 EM0653  HORZ ORDER      -  THIRD
 EM0653
 EM0653.The horizontal coordinates were established by classical geodetic methods
 EM0653.and adjusted by the National Geodetic Survey in November 1994.
 EM0653
 EM0653.The orthometric height was scaled from a topographic map.
 EM0653
 EM0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0653.GEOID18 height accuracy estimate available here.
 EM0653
 EM0653.Click photographs - Photos may exist for this station.
 EM0653
 EM0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0653
 EM0653. The following values were computed from the NAD 83(1993) position.
 EM0653
 EM0653;                    North         East     Units Scale Factor Converg.
 EM0653;SPC OK S     -   146,835.456   558,073.176   MT  0.99993673   -0 15 34.7
 EM0653;SPC OK S     -   481,742.66  1,830,945.08   sFT  0.99993673   -0 15 34.7
 EM0653;UTM  14      - 3,835,055.407   549,719.060   MT  0.99963047   +0 18 30.8
 EM0653
 EM0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0653!SPC OK S     -   0.99994547  x   0.99993673  =   0.99988220
 EM0653!UTM  14      -   0.99994547  x   0.99963047  =   0.99957596
 EM0653
 EM0653:                Primary Azimuth Mark                     Grid Az
 EM0653:SPC OK S     -  MC KENZIE                                264 14 49.4
 EM0653:UTM  14      -  MC KENZIE                                263 40 43.9
 EM0653
 EM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4971935055(NAD 83)
 EM0653
 EM0653|---------------------------------------------------------------------|
 EM0653| PID    Reference Object                     Distance      Geod. Az  |
 EM0653|                                                           dddmmss.s |
 EM0653| EM0641 MC KENZIE                           APPROX. 2.5 KM 2635914.7 |
 EM0653|---------------------------------------------------------------------|
 EM0653
 EM0653                          SUPERSEDED SURVEY CONTROL
 EM0653
 EM0653  NAD 83(1986)-  34 39 22.43936(N)    098 27 26.64593(W) AD(       ) 3
 EM0653  NAD 83(1986)-  34 39 22.43766(N)    098 27 26.64777(W) AD(       ) 3
 EM0653  NAD 27      -  34 39 22.18200(N)    098 27 25.44300(W) AD(       ) 3
 EM0653
 EM0653.Superseded values are not recommended for survey control.
 EM0653
 EM0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0653.See file dsdata.pdf to determine how the superseded data were derived.
 EM0653
 EM0653_MARKER: I = METAL ROD
 EM0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0653+STABILITY: SURFACE MOTION
 EM0653
 EM0653  HISTORY     - Date     Condition        Report By
 EM0653  HISTORY     - 1945     MONUMENTED       USA
 EM0653
 EM0653                          STATION DESCRIPTION
 EM0653
 EM0653'DESCRIBED BY US ARMY 1945
 EM0653'ON SUMMIT OF LOW HILL ABOUT 1-3/4 MILE DUE W OF GRIERSON HILL
 EM0653'AND NE OF MAIN TRAVELED ROAD.  MARKED BY SECTION OF 3/4 IN
 EM0653'IRON PIPE SET IN A CONCRETE BLOCK ABOUT 100 FT. N OF TELEPHONE
 EM0653'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0808 ***********************************************************************
 EM0808  DESIGNATION -  F P 175
 EM0808  PID         -  EM0808
 EM0808  STATE/COUNTY-  OK/COMANCHE
 EM0808  COUNTRY     -  US
 EM0808  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0808
 EM0808                         *CURRENT SURVEY CONTROL
 EM0808  ______________________________________________________________________
 EM0808* NAD 83(1993) POSITION- 34 39 10.51401(N) 098 30 35.51482(W)   ADJUSTED
 EM0808* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 EM0808  ______________________________________________________________________
 EM0808  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 EM0808  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 EM0808  HORZ ORDER      -  THIRD
 EM0808
 EM0808.The horizontal coordinates were established by classical geodetic methods
 EM0808.and adjusted by the National Geodetic Survey in November 1994.
 EM0808
 EM0808.The orthometric height was scaled from a topographic map.
 EM0808
 EM0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0808.GEOID18 height accuracy estimate available here.
 EM0808
 EM0808.Click photographs - Photos may exist for this station.
 EM0808
 EM0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0808
 EM0808. The following values were computed from the NAD 83(1993) position.
 EM0808
 EM0808;                    North         East     Units Scale Factor Converg.
 EM0808;SPC OK S     -   146,491.218   553,262.816   MT  0.99993666   -0 17 21.9
 EM0808;SPC OK S     -   480,613.27  1,815,163.09   sFT  0.99993666   -0 17 21.9
 EM0808;UTM  14      - 3,834,663.609   544,913.836   MT  0.99962486   +0 16 43.3
 EM0808
 EM0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0808!SPC OK S     -   0.99992694  x   0.99993666  =   0.99986360
 EM0808!UTM  14      -   0.99992694  x   0.99962486  =   0.99955182
 EM0808
 EM0808:                Primary Azimuth Mark                     Grid Az
 EM0808:SPC OK S     -  F P 189                                  171 01 07.0
 EM0808:UTM  14      -  F P 189                                  170 27 01.8
 EM0808
 EM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4491334663(NAD 83)
 EM0808
 EM0808|---------------------------------------------------------------------|
 EM0808| PID    Reference Object                     Distance      Geod. Az  |
 EM0808|                                                           dddmmss.s |
 EM0808| EM0811 F P 189                             APPROX. 1.5 KM 1704345.1 |
 EM0808|---------------------------------------------------------------------|
 EM0808
 EM0808                          SUPERSEDED SURVEY CONTROL
 EM0808
 EM0808  NAD 83(1986)-  34 39 10.51971(N)    098 30 35.50124(W) AD(       ) 3
 EM0808  NAD 83(1986)-  34 39 10.52022(N)    098 30 35.50148(W) AD(       ) 3
 EM0808  NAD 27      -  34 39 10.26200(N)    098 30 34.28900(W) AD(       ) 3
 EM0808
 EM0808.Superseded values are not recommended for survey control.
 EM0808
 EM0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0808.See file dsdata.pdf to determine how the superseded data were derived.
 EM0808
 EM0808_MARKER: I = METAL ROD
 EM0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0808+STABILITY: SURFACE MOTION
 EM0808
 EM0808  HISTORY     - Date     Condition        Report By
 EM0808  HISTORY     - 1945     MONUMENTED       USA
 EM0808
 EM0808                          STATION DESCRIPTION
 EM0808
 EM0808'DESCRIBED BY US ARMY 1945
 EM0808'ABOUT 1-1/2 MILES DUE W OF MC KENZIE HILL AND ABOUT 200 FT. N
 EM0808'OF MAIN E-W ROAD.  MARKED BY CENTER OF 3/4 IN IRON PIPE SET
 EM0808'IN A CONCRETE BLOCK ABOUT 10 FT. NW OF TARGET SHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0801 ***********************************************************************
 EM0801  DESIGNATION -  F P 180
 EM0801  PID         -  EM0801
 EM0801  STATE/COUNTY-  OK/COMANCHE
 EM0801  COUNTRY     -  US
 EM0801  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0801
 EM0801                         *CURRENT SURVEY CONTROL
 EM0801  ______________________________________________________________________
 EM0801* NAD 83(1993) POSITION- 34 38 21.10334(N) 098 32 04.20442(W)   ADJUSTED
 EM0801* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 EM0801  ______________________________________________________________________
 EM0801  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 EM0801  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 EM0801  HORZ ORDER      -  THIRD
 EM0801
 EM0801.The horizontal coordinates were established by classical geodetic methods
 EM0801.and adjusted by the National Geodetic Survey in November 1994.
 EM0801
 EM0801.The orthometric height was scaled from a topographic map.
 EM0801
 EM0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0801.GEOID18 height accuracy estimate available here.
 EM0801
 EM0801.Click photographs - Photos may exist for this station.
 EM0801
 EM0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0801
 EM0801. The following values were computed from the NAD 83(1993) position.
 EM0801
 EM0801;                    North         East     Units Scale Factor Converg.
 EM0801;SPC OK S     -   144,980.427   550,996.497   MT  0.99993640   -0 18 12.2
 EM0801;SPC OK S     -   475,656.62  1,807,727.67   sFT  0.99993640   -0 18 12.2
 EM0801;UTM  14      - 3,833,130.904   542,663.311   MT  0.99962243   +0 15 52.5
 EM0801
 EM0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0801!SPC OK S     -   0.99994373  x   0.99993640  =   0.99988013
 EM0801!UTM  14      -   0.99994373  x   0.99962243  =   0.99956618
 EM0801
 EM0801:                Primary Azimuth Mark                     Grid Az
 EM0801:SPC OK S     -  GRUBER                                   341 01 05.4
 EM0801:UTM  14      -  GRUBER                                   340 27 00.7
 EM0801
 EM0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4266333130(NAD 83)
 EM0801
 EM0801|---------------------------------------------------------------------|
 EM0801| PID    Reference Object                     Distance      Geod. Az  |
 EM0801|                                                           dddmmss.s |
 EM0801| EM0798 GRUBER                              APPROX. 2.6 KM 3404253.2 |
 EM0801|---------------------------------------------------------------------|
 EM0801
 EM0801                          SUPERSEDED SURVEY CONTROL
 EM0801
 EM0801  NAD 83(1986)-  34 38 21.11020(N)    098 32 04.19096(W) AD(       ) 3
 EM0801  NAD 27      -  34 38 20.85500(N)    098 32 02.96900(W) AD(       ) 3
 EM0801
 EM0801.Superseded values are not recommended for survey control.
 EM0801
 EM0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0801.See file dsdata.pdf to determine how the superseded data were derived.
 EM0801
 EM0801_MARKER: I = METAL ROD
 EM0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0801+STABILITY: SURFACE MOTION
 EM0801
 EM0801  HISTORY     - Date     Condition        Report By
 EM0801  HISTORY     - 1945     MONUMENTED       USA
 EM0801
 EM0801                          STATION DESCRIPTION
 EM0801
 EM0801'DESCRIBED BY US ARMY 1945
 EM0801'LOCATED ABOUT 500 YDS. W AND 100 YDS. N OF POINT WHERE PAVED
 EM0801'PORTION OF SOUTH BOUNDARY ROAD ENDS ABOUT 1-3/4 MILES S X E
 EM0801'OF GRUBER HILL.  MARKED BY CENTER OF 3/4 IN IRON PIPE SET IN A
 EM0801'CONCRETE BLOCK ABOUT 145 FT. N OF NW CORNER OF SMALL FRAME RANGE
 EM0801'GUARD SHACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0811 ***********************************************************************
 EM0811  DESIGNATION -  F P 189
 EM0811  PID         -  EM0811
 EM0811  STATE/COUNTY-  OK/COMANCHE
 EM0811  COUNTRY     -  US
 EM0811  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0811
 EM0811                         *CURRENT SURVEY CONTROL
 EM0811  ______________________________________________________________________
 EM0811* NAD 83(1993) POSITION- 34 38 22.75127(N) 098 30 26.08169(W)   ADJUSTED
 EM0811* NAVD 88 ORTHO HEIGHT -   398.    (meters)     1306.    (feet) SCALED
 EM0811  ______________________________________________________________________
 EM0811  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 EM0811  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 EM0811  HORZ ORDER      -  THIRD
 EM0811
 EM0811.The horizontal coordinates were established by classical geodetic methods
 EM0811.and adjusted by the National Geodetic Survey in November 1994.
 EM0811
 EM0811.The orthometric height was scaled from a topographic map.
 EM0811
 EM0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0811.GEOID18 height accuracy estimate available here.
 EM0811
 EM0811.Click photographs - Photos may exist for this station.
 EM0811
 EM0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0811
 EM0811. The following values were computed from the NAD 83(1993) position.
 EM0811
 EM0811;                    North         East     Units Scale Factor Converg.
 EM0811;SPC OK S     -   145,018.310   553,495.612   MT  0.99993641   -0 17 16.5
 EM0811;SPC OK S     -   475,780.91  1,815,926.85   sFT  0.99993641   -0 17 16.5
 EM0811;UTM  14      - 3,833,193.539   545,161.146   MT  0.99962514   +0 16 48.3
 EM0811
 EM0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0811!SPC OK S     -   0.99994154  x   0.99993641  =   0.99987795
 EM0811!UTM  14      -   0.99994154  x   0.99962514  =   0.99956670
 EM0811
 EM0811:                Primary Azimuth Mark                     Grid Az
 EM0811:SPC OK S     -  F P 180                                  269 07 53.6
 EM0811:UTM  14      -  F P 180                                  268 33 48.8
 EM0811
 EM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4516133193(NAD 83)
 EM0811
 EM0811|---------------------------------------------------------------------|
 EM0811| PID    Reference Object                     Distance      Geod. Az  |
 EM0811|                                                           dddmmss.s |
 EM0811| EM0801 F P 180                             APPROX. 2.5 KM 2685037.1 |
 EM0811|---------------------------------------------------------------------|
 EM0811
 EM0811                          SUPERSEDED SURVEY CONTROL
 EM0811
 EM0811  NAD 83(1986)-  34 38 22.75769(N)    098 30 26.06874(W) AD(       ) 3
 EM0811  NAD 27      -  34 38 22.50300(N)    098 30 24.85700(W) AD(       ) 3
 EM0811
 EM0811.Superseded values are not recommended for survey control.
 EM0811
 EM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0811.See file dsdata.pdf to determine how the superseded data were derived.
 EM0811
 EM0811_MARKER: I = METAL ROD
 EM0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0811_MARK LOGO: USA
 EM0811_PROJECTION: FLUSH
 EM0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0811+STABILITY: SURFACE MOTION
 EM0811
 EM0811  HISTORY     - Date     Condition        Report By
 EM0811  HISTORY     - 1945     MONUMENTED       USA
 EM0811  HISTORY     - 20000202 GOOD             LOCSUR
 EM0811
 EM0811                          STATION DESCRIPTION
 EM0811
 EM0811'DESCRIBED BY US ARMY 1945
 EM0811'ON HIGHEST POINT OF LOW RIDGE NE OF ROAD INTERSECTION ABOUT 1-3/4
 EM0811'MILE SW OF MC KENZIE HILL.  MARKED BY CENTER OF 3/4 IN IRON
 EM0811'PIPE SET IN A CONCRETE BLOCK ABOUT 100 YDS. N OF THE SOUTH
 EM0811'BOUNDARY ROAD.
 EM0811
 EM0811                          STATION RECOVERY (2000)
 EM0811
 EM0811'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1009 ***********************************************************************
 GH1009  DESIGNATION -  FAIRFAX
 GH1009  PID         -  GH1009
 GH1009  STATE/COUNTY-  OK/OSAGE
 GH1009  COUNTRY     -  US
 GH1009  USGS QUAD   -  FAIRFAX (2018)
 GH1009
 GH1009                         *CURRENT SURVEY CONTROL
 GH1009  ______________________________________________________________________
 GH1009* NAD 83(1997) POSITION- 36 36 04.83316(N) 096 37 50.58650(W)   ADJUSTED
 GH1009* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH1009  ______________________________________________________________________
 GH1009  GEOID HEIGHT    -        -28.519 (meters)                     GEOID18
 GH1009  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 GH1009  HORZ ORDER      -  FIRST
 GH1009
 GH1009.The horizontal coordinates were established by classical geodetic methods
 GH1009.and adjusted by the National Geodetic Survey in October 1998.
 GH1009
 GH1009.The orthometric height was scaled from a topographic map.
 GH1009
 GH1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1009.GEOID18 height accuracy estimate available here.
 GH1009
 GH1009.Click photographs - Photos may exist for this station.
 GH1009
 GH1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1009
 GH1009. The following values were computed from the NAD 83(1997) position.
 GH1009
 GH1009;                    North         East     Units Scale Factor Converg.
 GH1009;SPC OK N     -   178,541.063   722,508.138   MT  0.99997401   +0 48 29.1
 GH1009;SPC OK N     -   585,763.47  2,370,428.78   sFT  0.99997401   +0 48 29.1
 GH1009;UTM  14      - 4,053,262.900   711,922.409   MT  1.00015334   +1 24 47.5
 GH1009
 GH1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1009!SPC OK N     -   0.99994938  x   0.99997401  =   0.99992339
 GH1009!UTM  14      -   0.99994938  x   1.00015334  =   1.00010271
 GH1009
 GH1009:                Primary Azimuth Mark                     Grid Az
 GH1009:SPC OK N     -  FAIRFAX AZ MK                            210 21 31.3
 GH1009:UTM  14      -  FAIRFAX AZ MK                            209 45 12.9
 GH1009
 GH1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1192253262(NAD 83)
 GH1009
 GH1009|---------------------------------------------------------------------|
 GH1009| PID    Reference Object                     Distance      Geod. Az  |
 GH1009|                                                           dddmmss.s |
 GH1009| CI0865 FAIRFAX RM 1                         12.117 METERS 09238     |
 GH1009| CI0864 FAIRFAX AZ MK                                      2111000.4 |
 GH1009| GH1008 RALSTON MUNICIPAL TANK              APPROX.14.0 KM 2195251.2 |
 GH1009| CI0866 FAIRFAX RM 2                          8.618 METERS 22412     |
 GH1009| GH1011 BURBANK MUNICIPAL TANK              APPROX.13.5 KM 3203210.6 |
 GH1009| GH1002 SHIDLER MUNICIPAL TANK              APPROX.20.1 KM 3514605.7 |
 GH1009|---------------------------------------------------------------------|
 GH1009
 GH1009                          SUPERSEDED SURVEY CONTROL
 GH1009
 GH1009  NAD 83(1993)-  36 36 04.83316(N)    096 37 50.58660(W) AD(       ) 1
 GH1009  NAD 83(1986)-  36 36 04.84642(N)    096 37 50.57246(W) AD(       ) 1
 GH1009  NAD 27      -  36 36 04.68313(N)    096 37 49.44315(W) AD(       ) 1
 GH1009
 GH1009.Superseded values are not recommended for survey control.
 GH1009
 GH1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1009.See file dsdata.pdf to determine how the superseded data were derived.
 GH1009
 GH1009_MARKER: DS = TRIANGULATION STATION DISK
 GH1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1009_STAMPING: FAIRFAX 1935
 GH1009_MARK LOGO: CGS
 GH1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1009+STABILITY: SURFACE MOTION
 GH1009
 GH1009  HISTORY     - Date     Condition        Report By
 GH1009  HISTORY     - 1935     MONUMENTED       CGS
 GH1009
 GH1009                          STATION DESCRIPTION
 GH1009
 GH1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1009'STATION IS LOCATED IN SECTION 35, T. 25 N., R. 6 E., ABOUT
 GH1009'3.5 MILES EAST AND 2.0 MILES NORTH OF FAIRFAX.  ON THE TOP
 GH1009'OF A FLAT TOPPED, BARE, ROCKY HILL WHICH IS THE HIGHEST OF
 GH1009'THE GROUP OF HILLS IN THE IMMEDIATE VICINITY, IN PASTURE
 GH1009'LAND OWNED BY E.C. MELLENDORF WHO LIVES IN CLEVELAND, OKLAHOMA.
 GH1009'
 GH1009'REACHED FROM THE FIRST STATE BANK IN FAIRFAX BY GOING NORTH ON
 GH1009'STATE HIGHWAY 18 FOR 0.2 MILE TO RAILROAD CROSSING AND DEPOT,
 GH1009'JUST AFTER CROSSING TRACKS LEAVE STATE HIGHWAY 18, TURN RIGHT
 GH1009'(EAST) ON GRADED DIRT ROAD FOR 0.1 MILE TO CROSSROADS, THEN
 GH1009'TURN LEFT (NORTH) FOR 0.25 MILE TO T-ROADS, THEN TURN RIGHT
 GH1009'(EAST) ON GRADED DIRT ROAD FOR 3.25 MILES TO RAILROAD CROSSING,
 GH1009'THEN CROSS TRACKS AND CONTINUE EAST 1.3 MILES, THEN TURN LEFT
 GH1009'(NORTH) ON MAIN ROAD FOR 0.85 MILE TO WIRE GATE ON EACH SIDE
 GH1009'OF ROAD WITH ABOUT 20-FOOT 6-INCH IRON POSTS FOR GATE POSTS,
 GH1009'THEN LEAVE GRADED ROAD, TURN LEFT THROUGH GATE AND GO WEST
 GH1009'ON UNIMPROVED ROAD FOR 0.15 MILE TO RAILROAD TRACKS, CROSS
 GH1009'TRACKS AND CONTINUE ON ROAD WEST FOR 0.25 MILE, THEN TAKE
 GH1009'RIGHT FORK (NORTH) ON DIM UNIMPROVED ROAD FOR 0.3 MILE,
 GH1009'THEN TAKE RIGHT FORK ON DIM ROAD ALONG THE EAST EDGE OF
 GH1009'THE HILL FOR 0.4 MILE, THEN TURN LEFT AND GO WEST UP HILL FOR
 GH1009'0.15 MILE TO HIGHEST POINT AND STATION.
 GH1009'
 GH1009'STATION IS NEAR THE SOUTH END OF THE FLAT TOPPED RIDGE, 140 FEET
 GH1009'WEST OF THE EAST EDGE OF THE HILL, AND 40 FEET NORTH OF WHERE THE
 GH1009'GROUND BEGINS SLOPING TO THE SOUTH, PROJECTING ABOUT 6 INCHES
 GH1009'ABOVE THE SURFACE OF THE GROUND.
 GH1009'
 GH1009'REFERENCE MARK NO. 1 IS EAST FROM STATION, SET IN TOP OF THE
 GH1009'LARGEST BEDROCK IN THE IMMEDIATE VICINITY.
 GH1009'
 GH1009'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST FROM STATION, SET
 GH1009'IN BEDROCK.
 GH1009'
 GH1009'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH-SOUTHWEST
 GH1009'FROM STATION, AT POINT OF HILL, 30 FEET NORTH FROM THE SOUTH
 GH1009'EDGE, 40 FEET EAST FROM THE WEST EDGE, AND ABOUT 100 FEET
 GH1009'SOUTH FROM THE NORTH EDGE, PROJECTING ABOUT 6 INCHES ABOVE THE
 GH1009'SURFACE OF THE GROUND.
 GH1009'
 GH1009'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH1009'DESCRIBED.
 GH1009'
 GH1009'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0725 ***********************************************************************
 GG0725  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0725  DESIGNATION -  FAIRLAND
 GG0725  PID         -  GG0725
 GG0725  STATE/COUNTY-  OK/OTTAWA
 GG0725  COUNTRY     -  US
 GG0725  USGS QUAD   -  MIAMI SE (2018)
 GG0725
 GG0725                         *CURRENT SURVEY CONTROL
 GG0725  ______________________________________________________________________
 GG0725* NAD 83(2011) POSITION- 36 45 29.87609(N) 094 49 56.00303(W)   ADJUSTED
 GG0725* NAD 83(2011) ELLIP HT-   224.110 (meters)        (01/10/24)   ADJUSTED
 GG0725* NAD 83(2011) EPOCH   -  2010.00
 GG0725* NAVD 88 ORTHO HEIGHT -   253.32  (meters)      831.1   (feet) GPS OBS
 GG0725  ______________________________________________________________________
 GG0725  GEOID HEIGHT    -        -29.210 (meters)                     GEOID18
 GG0725  NAD 83(2011) X  -   -430,985.650 (meters)                     COMP
 GG0725  NAD 83(2011) Y  - -5,098,084.784 (meters)                     COMP
 GG0725  NAD 83(2011) Z  -  3,796,071.596 (meters)                     COMP
 GG0725  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 GG0725
 GG0725  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0725  Standards:
 GG0725         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0725            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0725  -------------------------------------------------------------------
 GG0725  NETWORK    0.50   1.04           0.22   0.19   0.53      0.04761953
 GG0725  -------------------------------------------------------------------
 GG0725  Click here for local accuracies and other accuracy information.
 GG0725
 GG0725.The horizontal coordinates were established by GPS observations
 GG0725.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0725
 GG0725.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0725.been affixed to the stable North American tectonic plate. See 
 GG0725.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0725
 GG0725.The horizontal coordinates are valid at the epoch date displayed above
 GG0725.which is a decimal equivalence of Year/Month/Day.
 GG0725
 GG0725.The orthometric height was determined by GPS observations and a
 GG0725.high-resolution geoid model using precise GPS observation and
 GG0725.processing techniques.
 GG0725
 GG0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0725.GEOID18 height accuracy estimate available here.
 GG0725
 GG0725.Click photographs - Photos may exist for this station.
 GG0725
 GG0725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0725
 GG0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0725
 GG0725.The ellipsoidal height was determined by GPS observations
 GG0725.and is referenced to NAD 83.
 GG0725
 GG0725. The following values were computed from the NAD 83(2011) position.
 GG0725
 GG0725;                    North         East     Units Scale Factor Converg.
 GG0725;SPC OK N     -   199,708.768   882,808.489   MT  0.99999848   +1 52 10.0
 GG0725;SPC OK N     -   655,211.18  2,896,347.52   sFT  0.99999848   +1 52 10.0
 GG0725;UTM  15      - 4,069,625.443   336,453.460   MT  0.99992953   -1 05 48.2
 GG0725
 GG0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0725!SPC OK N     -   0.99996483  x   0.99999848  =   0.99996331
 GG0725!UTM  15      -   0.99996483  x   0.99992953  =   0.99989436
 GG0725
 GG0725:                Primary Azimuth Mark                     Grid Az
 GG0725:SPC OK N     -  FAIRLAND AZ MK                           239 08 25.6
 GG0725:UTM  15      -  FAIRLAND AZ MK                           242 06 23.8
 GG0725
 GG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3645369625(NAD 83)
 GG0725
 GG0725|---------------------------------------------------------------------|
 GG0725| PID    Reference Object                     Distance      Geod. Az  |
 GG0725|                                                           dddmmss.s |
 GG0725| CI0868 FAIRLAND RM 1                        11.673 METERS 05515     |
 GG0725| CI0869 FAIRLAND RM 2                        12.519 METERS 23234     |
 GG0725| GG0729 FAIRLAND MUNICIPAL TANK             APPROX. 1.7 KM 2375509.3 |
 GG0725| CI0867 FAIRLAND AZ MK                                     2410035.6 |
 GG0725|---------------------------------------------------------------------|
 GG0725
 GG0725                          SUPERSEDED SURVEY CONTROL
 GG0725
 GG0725  NAD 83(1997)-  36 45 29.87692(N)    094 49 55.99943(W) AD(       ) 1
 GG0725  NAD 83(1993)-  36 45 29.87745(N)    094 49 55.99870(W) AD(       ) 1
 GG0725  NAD 83(1986)-  36 45 29.89850(N)    094 49 55.99422(W) AD(       ) 1
 GG0725  NAD 27      -  36 45 29.64470(N)    094 49 55.15750(W) AD(       ) 1
 GG0725
 GG0725.Superseded values are not recommended for survey control.
 GG0725
 GG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0725.See file dsdata.pdf to determine how the superseded data were derived.
 GG0725
 GG0725_MARKER: DS = TRIANGULATION STATION DISK
 GG0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0725_STAMPING: FAIRLAND 1960
 GG0725_MARK LOGO: CGS
 GG0725_PROJECTION: FLUSH
 GG0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0725+STABILITY: SURFACE MOTION
 GG0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0725+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2023
 GG0725
 GG0725  HISTORY     - Date     Condition        Report By
 GG0725  HISTORY     - 1960     MONUMENTED       CGS
 GG0725  HISTORY     - 20090315 GOOD             GEOCAC
 GG0725  HISTORY     - 20110914 GOOD             GEOCAC
 GG0725  HISTORY     - 20221122 GOOD             OKDOT
 GG0725  HISTORY     - 20231204 GOOD             OKDOT
 GG0725
 GG0725                          STATION DESCRIPTION
 GG0725
 GG0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0725'ABOUT 1 MILE NORTHEAST OF FAIRLAND, IN THE SOUTHEAST 1/4 OF
 GG0725'SEC. 3, T. 26 N., R. 23 E., AND ON HIGHWAY RIGHT-OF-WAY.
 GG0725'IT IS 213 FEET NORTHEAST OF A FENCE CORNER, 59 FEET SOUTHEAST
 GG0725'OF THE CENTERLINE OF U.S. HIGHWAY 60, 4 FEET NORTHEAST OF
 GG0725'A WITNESS POST AND 2 FEET NORTHWEST OF A WIRE FENCE.  THE
 GG0725'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED FAIRLAND
 GG0725'1960.
 GG0725'
 GG0725'TO REACH FROM THE MAIN CROSSROAD IN FAIRLAND, GO NORTHEAST
 GG0725'ON U.S. HIGHWAY 60 FOR 0.25 MILE TO A RAILROAD CROSSING.
 GG0725'CONTINUE NORTHEAST ON HIGHWAY 60 FOR 0.2 MILE TO THE AZIMUTH
 GG0725'MARK ON THE LEFT.  CONTINUE NORTHEAST ON HIGHWAY 60 FOR 0.55
 GG0725'MILE TO THE STATION ON THE RIGHT.
 GG0725'
 GG0725'REFERENCE MARK 1 IS 60 FEET SOUTHEAST OF THE CENTERLINE
 GG0725'OF THE HIGHWAY, 42 FEET NORTHEAST OF THE WITNESS POST AND 1
 GG0725'FOOT NORTHWEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS
 GG0725'3 INCHES AND THE DISK IS STAMPED FAIRLAND NO 1 1960.
 GG0725'
 GG0725'REFERENCE MARK 2 IS 172 FEET NORTHEAST OF THE FENCE CORNER,
 GG0725'60 FEET SOUTHEAST OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE
 GG0725'WITNESS POST AND 1 FOOT NORTHWEST OF THE WIRE FENCE.  THE
 GG0725'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED FAIRLAND
 GG0725'NO 2 1960.
 GG0725'
 GG0725'THE AZIMUTH MARK IS 59 FEET NORTHWEST OF THE CENTERLINE
 GG0725'OF THE HIGHWAY, 31 FEET EAST OF A T FENCE CORNER, 2 FEET
 GG0725'NORTH OF A WITNESS POST AND 1 FOOT SOUTHEAST OF A WIRE FENCE.
 GG0725'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED FAIRLAND
 GG0725'1960.
 GG0725'
 GG0725'NO MEASUREMENT BETWEEN RMS, NEAR 180 DEGREES.
 GG0725'
 GG0725'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0725
 GG0725                          STATION RECOVERY (2009)
 GG0725
 GG0725'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0725'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD SHAPE.
 GG0725'REFERENCE MARK 2 HAS ONLY THE STEM THIS DATE.
 GG0725'AZIMUTH SEARCHED FOR BUT NOT FOUND.
 GG0725
 GG0725                          STATION RECOVERY (2011)
 GG0725
 GG0725'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 GG0725'DELETE THE FENCE AND WITNESS POST FROM THE DESCRIPTION.  THE DISK IS
 GG0725'3.5 FEET NORTHEAST OF A WOOD UTILITY POLE.  THE CONCRETE POST IS
 GG0725'SLIGHTLY TILTED TOWARDS THE SOUTHWEST, AND IS FLUSH WITH THE GROUND.
 GG0725'
 GG0725'CI0867 (AZ MK) NOT SEARCHED FOR THIS DATE.
 GG0725'CI0868 (RM1) IS TILTED TOWARDS THE STATION.  THE CONCRETE POST
 GG0725'PROJECTS 3 INCHES.
 GG0725'CI0869 (RM2) IS MISSING THE DISK.  A PORTION OF THE STEM REMAINS IN
 GG0725'THE POST.  THE CONCRETE POST PROJECTS 3 INCHES ABOVE THE GROUND.
 GG0725
 GG0725                          STATION RECOVERY (2022)
 GG0725
 GG0725'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0725'THE MARK IS LEANING SLIGHTLY TO THE SOUTHWEST.
 GG0725
 GG0725                          STATION RECOVERY (2023)
 GG0725
 GG0725'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0725'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0729 ***********************************************************************
 GG0729  DESIGNATION -  FAIRLAND MUNICIPAL TANK
 GG0729  PID         -  GG0729
 GG0729  STATE/COUNTY-  OK/OTTAWA
 GG0729  COUNTRY     -  US
 GG0729  USGS QUAD   -  MIAMI SE (2018)
 GG0729
 GG0729                         *CURRENT SURVEY CONTROL
 GG0729  ______________________________________________________________________
 GG0729* NAD 83(1997) POSITION- 36 45 00.97229(N) 094 50 53.29310(W)   ADJUSTED
 GG0729  ______________________________________________________________________
 GG0729  GEOID HEIGHT    -        -29.212 (meters)                     GEOID18
 GG0729  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 GG0729  HORZ ORDER      -  THIRD
 GG0729
 GG0729.The horizontal coordinates were established by classical geodetic methods
 GG0729.and adjusted by the National Geodetic Survey in October 1998.
 GG0729
 GG0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0729.GEOID18 height accuracy estimate available here.
 GG0729
 GG0729.Click photographs - Photos may exist for this station.
 GG0729
 GG0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0729
 GG0729. The following values were computed from the NAD 83(1997) position.
 GG0729
 GG0729;                    North         East     Units Scale Factor Converg.
 GG0729;SPC OK N     -   198,772.016   881,417.169   MT  0.99999705   +1 51 36.2
 GG0729;SPC OK N     -   652,137.86  2,891,782.83   sFT  0.99999705   +1 51 36.2
 GG0729;SPC OK N     -   652,137.86  2,891,782.83   sFT  0.99999705   +1 51 36.2
 GG0729;SPC MO W     -    64,813.727   818,912.472   MT  0.99995308   -0 12 29.9
 GG0729;SPC OK N     -   198,772.016   881,417.169   MT  0.99999705   +1 51 36.2
 GG0729;UTM  15      - 4,068,761.997   335,015.625   MT  0.99993535   -1 06 21.8
 GG0729
 GG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3501568761(NAD 83)
 GG0729
 GG0729                          SUPERSEDED SURVEY CONTROL
 GG0729
 GG0729  NAD 83(1993)-  36 45 00.97316(N)    094 50 53.29128(W) AD(       ) 3
 GG0729  NAD 83(1986)-  36 45 00.99412(N)    094 50 53.28866(W) AD(       ) 3
 GG0729  NAD 27      -  36 45 00.74000(N)    094 50 52.44600(W) AD(       ) 3
 GG0729
 GG0729.Superseded values are not recommended for survey control.
 GG0729
 GG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0729.See file dsdata.pdf to determine how the superseded data were derived.
 GG0729
 GG0729_MARKER: 53 = ELEVATED TANK
 GG0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0729+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0729
 GG0729  HISTORY     - Date     Condition        Report By
 GG0729  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0729  HISTORY     - 20050525 GOOD             GEOCAC
 GG0729  HISTORY     - 20120725 GOOD             GEOCAC
 GG0729
 GG0729                          STATION DESCRIPTION
 GG0729
 GG0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0729'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED IN
 GG0729'THE CENTER OF FAIRLAND.  IT IS A FOUR LEGGED STEEL STRUCTURE
 GG0729'PAINTED SILVER WITH THE LEGEND FAIRLAND OKLA. IN BLACK LETTERS
 GG0729'ON THE WEST SIDE.  THE OVERALL HEIGHT IS 125 FEET.
 GG0729
 GG0729                          STATION RECOVERY (2005)
 GG0729
 GG0729'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 GG0729'GOOD.
 GG0729
 GG0729                          STATION RECOVERY (2012)
 GG0729
 GG0729'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0767 ***********************************************************************
 GH0767  DESIGNATION -  FAIRMONT FARMERS COOP ELEVATOR
 GH0767  PID         -  GH0767
 GH0767  STATE/COUNTY-  OK/GARFIELD
 GH0767  COUNTRY     -  US
 GH0767  USGS QUAD   -  FAIRMONT (2018)
 GH0767
 GH0767                         *CURRENT SURVEY CONTROL
 GH0767  ______________________________________________________________________
 GH0767* NAD 83(1993) POSITION- 36 21 10.34011(N) 097 42 17.82752(W)   ADJUSTED
 GH0767  ______________________________________________________________________
 GH0767  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 GH0767  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 GH0767  HORZ ORDER      -  THIRD
 GH0767
 GH0767.The horizontal coordinates were established by classical geodetic methods
 GH0767.and adjusted by the National Geodetic Survey in November 1994.
 GH0767
 GH0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0767.GEOID18 height accuracy estimate available here.
 GH0767
 GH0767.Click photographs - Photos may exist for this station.
 GH0767
 GH0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0767
 GH0767. The following values were computed from the NAD 83(1993) position.
 GH0767
 GH0767;                    North         East     Units Scale Factor Converg.
 GH0767;SPC OK N     -   150,146.248   626,482.241   MT  0.99995063   +0 10 26.8
 GH0767;SPC OK N     -   492,604.82  2,055,383.82   sFT  0.99995063   +0 10 26.8
 GH0767;UTM  14      - 4,023,866.802   616,200.360   MT  0.99976636   +0 46 03.8
 GH0767
 GH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1620023866(NAD 83)
 GH0767
 GH0767                          SUPERSEDED SURVEY CONTROL
 GH0767
 GH0767  NAD 83(1986)-  36 21 10.34779(N)    097 42 17.81656(W) AD(       ) 3
 GH0767  NAD 27      -  36 21 10.22448(N)    097 42 16.62296(W) AD(       ) 3
 GH0767
 GH0767.Superseded values are not recommended for survey control.
 GH0767
 GH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0767.See file dsdata.pdf to determine how the superseded data were derived.
 GH0767
 GH0767_MARKER: 65 = GRAIN ELEVATOR
 GH0767
 GH0767  HISTORY     - Date     Condition        Report By
 GH0767  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0767
 GH0767                          STATION DESCRIPTION
 GH0767
 GH0767'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0756 ***********************************************************************
 GJ0756  DESIGNATION -  FAIRPORT
 GJ0756  PID         -  GJ0756
 GJ0756  STATE/COUNTY-  OK/MAJOR
 GJ0756  COUNTRY     -  US
 GJ0756  USGS QUAD   -  FAIRVIEW (2018)
 GJ0756
 GJ0756                         *CURRENT SURVEY CONTROL
 GJ0756  ______________________________________________________________________
 GJ0756* NAD 83(1993) POSITION- 36 17 21.00639(N) 098 28 34.50673(W)   ADJUSTED
 GJ0756* NAD 83(1993) ELLIP HT-   360.480 (meters)        (11/28/94)   ADJUSTED
 GJ0756* NAVD 88 ORTHO HEIGHT -   388.0   (meters)     1273.    (feet) VERTCON3
 GJ0756  ______________________________________________________________________
 GJ0756  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 GJ0756  NAD 83(1993) X  -   -758,718.697 (meters)                     COMP
 GJ0756  NAD 83(1993) Y  - -5,091,139.438 (meters)                     COMP
 GJ0756  NAD 83(1993) Z  -  3,754,315.945 (meters)                     COMP
 GJ0756  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 GJ0756  HORZ ORDER      -  SECOND
 GJ0756  ELLP ORDER      -  FIFTH     CLASS I
 GJ0756
 GJ0756.This mark is at Fairview Airport (6K4)
 GJ0756
 GJ0756.The horizontal coordinates were established by GPS observations
 GJ0756.and adjusted by the National Geodetic Survey in November 1994.
 GJ0756
 GJ0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0756
 GJ0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0756.GEOID18 height accuracy estimate available here.
 GJ0756
 GJ0756.Click photographs - Photos may exist for this station.
 GJ0756
 GJ0756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0756
 GJ0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0756
 GJ0756.The ellipsoidal height was determined by GPS observations
 GJ0756.and is referenced to NAD 83.
 GJ0756
 GJ0756. The following values were computed from the NAD 83(1993) position.
 GJ0756
 GJ0756;                    North         East     Units Scale Factor Converg.
 GJ0756;SPC OK N     -   143,142.407   557,219.098   MT  0.99994766   -0 16 51.8
 GJ0756;SPC OK N     -   469,626.38  1,828,142.99   sFT  0.99994766   -0 16 51.8
 GJ0756;UTM  14      - 4,016,149.464   547,031.441   MT  0.99962725   +0 18 36.0
 GJ0756
 GJ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0756!SPC OK N     -   0.99994343  x   0.99994766  =   0.99989109
 GJ0756!UTM  14      -   0.99994343  x   0.99962725  =   0.99957070
 GJ0756
 GJ0756:                Primary Azimuth Mark                     Grid Az
 GJ0756:SPC OK N     -  FAIRPORT AZ MK                           000 55 24.5
 GJ0756:UTM  14      -  FAIRPORT AZ MK                           000 19 56.7
 GJ0756
 GJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4703116149(NAD 83)
 GJ0756
 GJ0756|---------------------------------------------------------------------|
 GJ0756| PID    Reference Object                     Distance      Geod. Az  |
 GJ0756|                                                           dddmmss.s |
 GJ0756| GJ0757 FAIRPORT AZ MK                      APPROX. 0.6 KM 0003832.7 |
 GJ0756|---------------------------------------------------------------------|
 GJ0756
 GJ0756                          SUPERSEDED SURVEY CONTROL
 GJ0756
 GJ0756  NAD 83(1986)-  36 17 21.01100(N)    098 28 34.49315(W) AD(       ) 2
 GJ0756  NGVD 29 (11/30/89)  387.8    (m)  RAPSU86  model used  GPS OBS        
 GJ0756
 GJ0756.Superseded values are not recommended for survey control.
 GJ0756
 GJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0756.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0756
 GJ0756_MARKER: I = METAL ROD
 GJ0756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0756_STAMPING: FAIRPORT 1989
 GJ0756_MARK LOGO: NGS
 GJ0756_PROJECTION: FLUSH
 GJ0756_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0756+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GJ0756_ROD/PIPE-DEPTH: 3.8 meters
 GJ0756_SLEEVE-DEPTH  : 1.0 meters
 GJ0756
 GJ0756  HISTORY     - Date     Condition        Report By
 GJ0756  HISTORY     - 1989     MONUMENTED       NGS
 GJ0756
 GJ0756                          STATION DESCRIPTION
 GJ0756
 GJ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0756'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF FAIRVIEW, AT
 GJ0756'THE FAIRVIEW MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION
 GJ0756'OF THE RUNWAY AND THE NORTHERN MOST CONNECTING TAXIWAY.
 GJ0756'OWNERSHIP--CITY OF FAIRVIEW, C/O AIRPORT MANAGER DAVID MARTENS, CITY
 GJ0756'HALL, FAIRVIEW OK 73737.  PHONE (405) 227-3788.
 GJ0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GJ0756'HIGHWAYS 8 AND 58 IN NORTH FAIRVIEW, GO NORTH FOR 1.6 KM (1.00 MI) ON
 GJ0756'HIGHWAYS 8 AND 60 TO A PAVED CROSSROAD.  TURN RIGHT AND GO EAST FOR
 GJ0756'0.2 KM (0.10 MI) ON OKLAHOMA AVENUE TO A PAVED ROAD RIGHT.  TURN RIGHT
 GJ0756'AND GO SOUTHERLY FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD,
 GJ0756'PASSING THE AIRPORT OFFICE ON THE LEFT AND BETWEEN TWO HANGARS, TO A
 GJ0756'CONNECTING TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.1 KM
 GJ0756'(0.05 MI) ON THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO
 GJ0756'NORTH FOR 0.1 KM (0.05 MI) ON THE RUNWAY TO THE STATION ON THE LEFT
 GJ0756'JUST PAST A CONNECTING TAXIWAY LEFT.
 GJ0756'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0756'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 GJ0756'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0756'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0756'30.8 M (101.0 FT) NORTHWEST FROM THE JUNCTION OF THE WEST EDGE OF THE
 GJ0756'RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 25.5 M (83.7 FT) WEST
 GJ0756'FROM THE WEST EDGE OF THE RUNWAY, 12.6 M (41.3 FT) NORTH FROM THE
 GJ0756'NORTH EDGE OF A CONNECTING TAXIWAY, AND 11.6 M (38.1 FT) EAST FROM THE
 GJ0756'EXTENDED CENTER OF A PARALLEL TAXIWAY.
 GJ0756'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0757 ***********************************************************************
 GJ0757  DESIGNATION -  FAIRPORT AZ MK
 GJ0757  PID         -  GJ0757
 GJ0757  STATE/COUNTY-  OK/MAJOR
 GJ0757  COUNTRY     -  US
 GJ0757  USGS QUAD   -  FAIRVIEW (2018)
 GJ0757
 GJ0757                         *CURRENT SURVEY CONTROL
 GJ0757  ______________________________________________________________________
 GJ0757* NAD 83(1993) POSITION- 36 17 40.97844(N) 098 28 34.23009(W)   ADJUSTED
 GJ0757* NAD 83(1993) ELLIP HT-   357.906 (meters)        (11/28/94)   ADJUSTED
 GJ0757* NAVD 88 ORTHO HEIGHT -   385.4   (meters)     1264.    (feet) VERTCON3
 GJ0757  ______________________________________________________________________
 GJ0757  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 GJ0757  NAD 83(1993) X  -   -758,657.851 (meters)                     COMP
 GJ0757  NAD 83(1993) Y  - -5,090,777.985 (meters)                     COMP
 GJ0757  NAD 83(1993) Z  -  3,754,810.636 (meters)                     COMP
 GJ0757  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 GJ0757  HORZ ORDER      -  SECOND
 GJ0757  ELLP ORDER      -  FIFTH     CLASS I
 GJ0757
 GJ0757.This mark is at Fairview Airport (6K4)
 GJ0757
 GJ0757.The horizontal coordinates were established by GPS observations
 GJ0757.and adjusted by the National Geodetic Survey in November 1994.
 GJ0757
 GJ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0757
 GJ0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0757.GEOID18 height accuracy estimate available here.
 GJ0757
 GJ0757.Click photographs - Photos may exist for this station.
 GJ0757
 GJ0757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0757
 GJ0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0757
 GJ0757.The ellipsoidal height was determined by GPS observations
 GJ0757.and is referenced to NAD 83.
 GJ0757
 GJ0757. The following values were computed from the NAD 83(1993) position.
 GJ0757
 GJ0757;                    North         East     Units Scale Factor Converg.
 GJ0757;SPC OK N     -   143,757.941   557,229.020   MT  0.99994787   -0 16 51.6
 GJ0757;SPC OK N     -   471,645.84  1,828,175.54   sFT  0.99994787   -0 16 51.6
 GJ0757;UTM  14      - 4,016,764.871   547,035.011   MT  0.99962726   +0 18 36.3
 GJ0757
 GJ0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0757!SPC OK N     -   0.99994383  x   0.99994787  =   0.99989170
 GJ0757!UTM  14      -   0.99994383  x   0.99962726  =   0.99957111
 GJ0757
 GJ0757:                Primary Azimuth Mark                     Grid Az
 GJ0757:SPC OK N     -  FAIRPORT                                 180 55 24.5
 GJ0757:UTM  14      -  FAIRPORT                                 180 19 56.6
 GJ0757
 GJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4703516764(NAD 83)
 GJ0757
 GJ0757|---------------------------------------------------------------------|
 GJ0757| PID    Reference Object                     Distance      Geod. Az  |
 GJ0757|                                                           dddmmss.s |
 GJ0757| GJ0756 FAIRPORT                            APPROX. 0.6 KM 1803832.9 |
 GJ0757|---------------------------------------------------------------------|
 GJ0757
 GJ0757                          SUPERSEDED SURVEY CONTROL
 GJ0757
 GJ0757  NAD 83(1986)-  36 17 40.98306(N)    098 28 34.21664(W) AD(       ) 2
 GJ0757  NGVD 29 (11/30/89)  385.3    (m)  RAPSU86  model used  GPS OBS        
 GJ0757
 GJ0757.Superseded values are not recommended for survey control.
 GJ0757
 GJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0757.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0757
 GJ0757_MARKER: I = METAL ROD
 GJ0757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0757_STAMPING: FAIRPORT AZ MK 1989
 GJ0757_MARK LOGO: NGS
 GJ0757_PROJECTION: FLUSH
 GJ0757_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0757+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GJ0757_ROD/PIPE-DEPTH: 6.2 meters
 GJ0757_SLEEVE-DEPTH  : 1.0 meters
 GJ0757
 GJ0757  HISTORY     - Date     Condition        Report By
 GJ0757  HISTORY     - 1989     MONUMENTED       NGS
 GJ0757
 GJ0757                          STATION DESCRIPTION
 GJ0757
 GJ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0757'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH OF FAIRVIEW, AT
 GJ0757'THE FAIRVIEW MUNICIPAL AIRPORT, IN A GRASS ISLAND FORMED BY A PAVED
 GJ0757'TURNAROUND AND THE NORTH END OF THE RUNWAY.  OWNERSHIP--CITY OF
 GJ0757'FAIRVIEW, C/O DAVID MARTENS, CITY HALL, FAIRVIEW OK 73737.  PHONE
 GJ0757'(405) 227-3788.
 GJ0757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GJ0757'HIGHWAYS 8 AND 58 IN NORTH FAIRVIEW, GO NORTH FOR 1.6 KM (1.00 MI) ON
 GJ0757'HIGHWAYS 8 AND 60 TO A PAVED CROSSROAD.  TURN RIGHT AND GO EAST FOR
 GJ0757'0.2 KM (0.10 MI) ON OKLAHOMA AVENUE TO A PAVED ROAD RIGHT.  TURN RIGHT
 GJ0757'AND GO SOUTHERLY FOR 0.2 KM (0.10 MI), PASSING THE AIRPORT OFFICE ON
 GJ0757'THE LEFT AND BETWEEN TWO HANGARS, TO A CONNECTING TAXIWAY LEFT.  TURN
 GJ0757'LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE
 GJ0757'RUNWAY.  TURN LEFT AND GO NORTH FOR 0.7 KM (0.45 MI) ON THE RUNWAY TO
 GJ0757'THE STATION ON THE LEFT NEAR THE NORTH END OF THE RUNWAY.
 GJ0757'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 16 CM
 GJ0757'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.2 METERS IN A GREASE
 GJ0757'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0757'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0757'29.6 M (97.1 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 20.4 M
 GJ0757'(66.9 FT) SOUTH-SOUTHWEST FROM THE TOP CENTER OF THE SOUTHEAST END OF
 GJ0757'A 0.5 METER CORRUGATED METAL DRAIN PIPE UNDER THE TURN AROUND TAXIWAY,
 GJ0757'AND 3.5 M (11.5 FT) EAST FROM THE CURVING EAST EDGE OF A TURNAROUND
 GJ0757'TAXIWAY.
 GJ0757'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0823 ***********************************************************************
 GH0823  DESIGNATION -  FAIRVIEW
 GH0823  PID         -  GH0823
 GH0823  STATE/COUNTY-  OK/GRANT
 GH0823  COUNTRY     -  US
 GH0823  USGS QUAD   -  MEDFORD NE (2018)
 GH0823
 GH0823                         *CURRENT SURVEY CONTROL
 GH0823  ______________________________________________________________________
 GH0823* NAD 83(1997) POSITION- 36 52 55.92026(N) 097 36 16.53245(W)   ADJUSTED
 GH0823* NAVD 88 ORTHO HEIGHT -   360.45  (+/-2cm)     1182.6   (feet) VERTCON3
 GH0823  ______________________________________________________________________
 GH0823  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GH0823  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 GH0823  HORZ ORDER      -  SECOND
 GH0823  VERT ORDER      -  THIRD ? (See Below)
 GH0823
 GH0823.The horizontal coordinates were established by classical geodetic methods
 GH0823.and adjusted by the National Geodetic Survey in October 1998.
 GH0823
 GH0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0823
 GH0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0823.GEOID18 height accuracy estimate available here.
 GH0823
 GH0823.The vertical order pertains to the NGVD 29 superseded value.
 GH0823
 GH0823.Click photographs - Photos may exist for this station.
 GH0823
 GH0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0823
 GH0823. The following values were computed from the NAD 83(1997) position.
 GH0823
 GH0823;                    North         East     Units Scale Factor Converg.
 GH0823;SPC OK N     -   208,916.370   635,250.835   MT  1.00002312   +0 14 00.1
 GH0823;SPC OK N     -   685,419.79  2,084,152.11   sFT  1.00002312   +0 14 00.1
 GH0823;UTM  14      - 4,082,713.497   624,352.627   MT  0.99979050   +0 50 15.3
 GH0823
 GH0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0823!SPC OK N     -   0.99994788  x   1.00002312  =   0.99997100
 GH0823!UTM  14      -   0.99994788  x   0.99979050  =   0.99973839
 GH0823
 GH0823:                Primary Azimuth Mark                     Grid Az
 GH0823:SPC OK N     -  FAIRVIEW AZ MK                           192 05 07.5
 GH0823:UTM  14      -  FAIRVIEW AZ MK                           191 28 52.3
 GH0823
 GH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2435282713(NAD 83)
 GH0823
 GH0823|---------------------------------------------------------------------|
 GH0823| PID    Reference Object                     Distance      Geod. Az  |
 GH0823|                                                           dddmmss.s |
 GH0823| CL5193 FAIRVIEW RM 3                       120.512 METERS 02335     |
 GH0823| CL5191 FAIRVIEW RM 1                        11.889 METERS 04524     |
 GH0823| GH0828 DEER CREEK MUNICIPAL TANK           APPROX.11.2 KM 1381205.2 |
 GH0823| CL5192 FAIRVIEW RM 2                        26.733 METERS 15205     |
 GH0823| CL5190 FAIRVIEW AZ MK                                     1921907.6 |
 GH0823|---------------------------------------------------------------------|
 GH0823
 GH0823                          SUPERSEDED SURVEY CONTROL
 GH0823
 GH0823  NAD 83(1993)-  36 52 55.92201(N)    097 36 16.53261(W) AD(       ) 2
 GH0823  NAD 83(1986)-  36 52 55.92869(N)    097 36 16.52324(W) AD(       ) 2
 GH0823  NAD 27      -  36 52 55.82877(N)    097 36 15.33747(W) AD(       ) 2
 GH0823  NGVD 29             360.35   (m)         1182.2    (f) LEVELING    3  
 GH0823
 GH0823.Superseded values are not recommended for survey control.
 GH0823
 GH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0823.See file dsdata.pdf to determine how the superseded data were derived.
 GH0823
 GH0823_MARKER: DS = TRIANGULATION STATION DISK
 GH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0823_STAMPING: FAIRVIEW 1958 1968
 GH0823_MARK LOGO: CGS
 GH0823_PROJECTION: RECESSED 38 CENTIMETERS
 GH0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0823+STABILITY: SURFACE MOTION
 GH0823
 GH0823  HISTORY     - Date     Condition        Report By
 GH0823  HISTORY     - 1958     MONUMENTED       CGS
 GH0823  HISTORY     - 1968     MARK NOT FOUND   CGS
 GH0823
 GH0823                          STATION DESCRIPTION
 GH0823
 GH0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0823'STATION IS ABOUT 3 MILES SOUTH AND 2-3/4 MILE EAST OF RENFROW,
 GH0823'IN THE NORTHWEST 1/4 OF SECTION 26, T 28 N, R 4 W AND ON
 GH0823'LAND OWNED BY MRS. J.R. ROBERTS.
 GH0823'
 GH0823'REACHED FROM THE RAILROAD DEPOT IN RENFROW BY GOING SOUTHWESTERLY
 GH0823'ON U.S. HIGHWAY 81 FOR 3.2 MILE TO A CROSSROADS, TURN LEFT
 GH0823'AND GO EAST ON A GRADED ROAD FOR 4.05 MILE TO A CROSSROADS,
 GH0823'(AZIMUTH MARK IS 0.5 MILE SOUTH OF THIS POINT) CONTINUE
 GH0823'EAST FOR 0.1 MILE TO A FARM HOUSE AND THE STATION ON THE
 GH0823'RIGHT.
 GH0823'
 GH0823'STATION MARKS ARE STANDARD DISKS, STAMPED FAIRVIEW 1958.
 GH0823'THE SURFACE MARK IS SET IN A 11-INCH SQUARE CONCRETE POST
 GH0823'FLUSH WITH THE GROUND SURFACE.  IT IS 153 FEET SOUTH OF THE
 GH0823'SOUTHWEST CORNER OF THE FARM HOUSE AND 40 FEET SOUTHWEST
 GH0823'OF A TRANSFORMER POLE.  A 4 IN X 4 IN WHITE WITNESS POST
 GH0823'WAS SET 88 FEET SOUTH-SOUTHEAST OF THE MARK.  THE UNDERGROUND
 GH0823'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE SO INCHES BELOW
 GH0823'THE GROUND SURFACE.
 GH0823'
 GH0823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRVIEW
 GH0823'NO 1 1958, SET IN AN 11-INCH SQUARE CONCRETE POST FLUSH WITH
 GH0823'THE GROUND SURFACE.  IT IS 1 FOOT SOUTHWEST OF THE TRANSFORMER
 GH0823'POLE.
 GH0823'
 GH0823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRVIEW NO 2 1958,
 GH0823'SET IN AN 11-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GH0823'SURFACE.  IT IS 1 FOOT WEST OF THE WITNESS POST AND 10 FEET
 GH0823'NORTHEAST OF A 36-INCH TREE.
 GH0823'
 GH0823'AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRVIEW 1958,
 GH0823'SET IN A 11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GH0823'IT IS 64 FEET NORTH OF A POWERLINE POLE, 35 FEET EAST OF THE
 GH0823'CENTER OF A GRADED ROAD AND 2 FEET SOUTHEAST OF THE WEST END
 GH0823'OF A PROPERTY LINE FENCE.  A 4 IN X 4 IN WHITE WITNESS POST
 GH0823'WAS SET 2 FEET SOUTH OF THE MARK.
 GH0823'
 GH0823'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GH0823
 GH0823                          STATION RECOVERY (1968)
 GH0823
 GH0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GH0823'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE DESTROYED
 GH0823'DURING BULLDOZEING OPERATIONS AT OLD FARM SITE.  ALL BUILDINGS
 GH0823'WILL BE DEMOLISHED IN NEAR FUTURE.  THE UNDERGROUND STATION
 GH0823'MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED
 GH0823'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS AT
 GH0823'STATION WERE VERIFIED.  THE UNDERGROUND MARK WAS LOWERED
 GH0823'VERTICALLY AND A NEW SURFACE MARK WAS SET.  REFERENCE MARK NO.
 GH0823'3 WAS SET ALSO.
 GH0823'
 GH0823'FOLLOWING IS A COMPLETE DESCRIPTION.
 GH0823'
 GH0823'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RENFROW,
 GH0823'GO SOUTHWEST ON U.S. HIGHWAY 81 FOR 3.2 MILES TO A CROSSROAD.
 GH0823'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 4.05 MILES TO A
 GH0823'CROSSROAD.  (TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 0.5
 GH0823'MILE TO THE AZIMUTH MARK ON THE LEFT).  CONTINUE EAST ON THE
 GH0823'GRADED ROAD FOR 0.1 MILE TO A FIELD ENTRANCE ON THE RIGHT
 GH0823'AND THE STATION ON THE RIGHT ON THE HIGHEST POINT OF A
 GH0823'CULTIVATED FIELD.
 GH0823'
 GH0823'STATION MARKS ARE STANDARD DISKS STAMPED FAIRVIEW 1958 1968.
 GH0823'THE SURFACED MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 GH0823'WHICH IS 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 GH0823'395 FEET SOUTH-SOUTHWEST OF A FIELD ENTRANCE.  THE UNDERGROUND
 GH0823'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 GH0823'40 INCHES BELOW THE SURFACE OF THE GROUND.
 GH0823'
 GH0823'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIRVIEW NO. 2
 GH0823'1958, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GH0823'PROJECTS 2 INCHES.  IT IS 10 FEET NORTHEAST OF A 36-INCH
 GH0823'TREE, 1 FOOT WEST OF A WOODEN WITNESS POST, AND BETWEEN
 GH0823'TWO TREES.
 GH0823'
 GH0823'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FAIRVIEW 1958
 GH0823'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GH0823'PROJECTS 1 INCH.  IT IS 28 FEET SOUTH OF THE CENTER OF GRADED ROAD,
 GH0823'17 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, AND 1 FOOT WEST
 GH0823'OF A METAL WITNESS POST.
 GH0823'
 GH0823'AZIMUTH MARK, A STANDARD DISK STAMPED FAIRVIEW 1958, IS SET
 GH0823'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GH0823'IT IS 64 FEET NORTH OF A POWERLINE POLE, 35 FEET EAST OF
 GH0823'THE CENTER OF A GRADED ROAD, 2 FEET SOUTHEAST OF THE WEST
 GH0823'END OF A PROPERTY LINE FENCE, AND 1 FOOT NORTH OF A METAL
 GH0823'WITNESS POST.
 GH0823'
 GH0823'NOTE- STATION IS ON LAND OWNED BY MR. BOB COLE WHO LIVES AT
 GH0823'THE FIRST HOUSE EAST OF THE STATION ON THE NORTH SIDE OF ROAD.
 GH0823'
 GH0823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/4
 GH0823'MILES SE OF RENFROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1077 ***********************************************************************
 FH1077  DESIGNATION -  FAIRVIEW
 FH1077  PID         -  FH1077
 FH1077  STATE/COUNTY-  OK/WAGONER
 FH1077  COUNTRY     -  US
 FH1077  USGS QUAD   -  WAGONER EAST (2018)
 FH1077
 FH1077                         *CURRENT SURVEY CONTROL
 FH1077  ______________________________________________________________________
 FH1077* NAD 83(1993) POSITION- 35 58 09.55251(N) 095 19 34.92561(W)   ADJUSTED
 FH1077* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 FH1077  ______________________________________________________________________
 FH1077  GEOID HEIGHT    -        -29.267 (meters)                     GEOID18
 FH1077  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 FH1077  HORZ ORDER      -  FIRST
 FH1077
 FH1077.The horizontal coordinates were established by classical geodetic methods
 FH1077.and adjusted by the National Geodetic Survey in November 1994.
 FH1077
 FH1077.The orthometric height was scaled from a topographic map.
 FH1077
 FH1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1077.GEOID18 height accuracy estimate available here.
 FH1077
 FH1077.Click photographs - Photos may exist for this station.
 FH1077
 FH1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1077
 FH1077. The following values were computed from the NAD 83(1993) position.
 FH1077
 FH1077;                    North         East     Units Scale Factor Converg.
 FH1077;SPC OK N     -   110,868.730   841,115.628   MT  0.99995136   +1 34 40.2
 FH1077;SPC OK N     -   363,741.83  2,759,560.19   sFT  0.99995136   +1 34 40.2
 FH1077;UTM  15      - 3,983,047.720   290,230.756   MT  1.00014223   -1 22 00.8
 FH1077
 FH1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1077!SPC OK N     -   0.99997068  x   0.99995136  =   0.99992204
 FH1077!UTM  15      -   0.99997068  x   1.00014223  =   1.00011290
 FH1077
 FH1077:                Primary Azimuth Mark                     Grid Az
 FH1077:SPC OK N     -  WHITEHORN                                047 00 37.6
 FH1077:UTM  15      -  WHITEHORN                                049 57 18.6
 FH1077
 FH1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9023083047(NAD 83)
 FH1077
 FH1077|---------------------------------------------------------------------|
 FH1077| PID    Reference Object                     Distance      Geod. Az  |
 FH1077|                                                           dddmmss.s |
 FH1077| GG0786 WHITEHORN                           APPROX. 5.7 KM 0483517.8 |
 FH1077| CI0871 FAIRVIEW RM 1                        33.451 METERS 09339     |
 FH1077| CI0870 FAIRVIEW AZ MK                                     1320649.8 |
 FH1077| CI0872 FAIRVIEW RM 2                        19.915 METERS 18539     |
 FH1077| FH1076 WAGONER MUNICIPAL TANK              APPROX. 4.5 KM 2552543.8 |
 FH1077|---------------------------------------------------------------------|
 FH1077
 FH1077                          SUPERSEDED SURVEY CONTROL
 FH1077
 FH1077  NAD 83(1986)-  35 58 09.57490(N)    095 19 34.90800(W) AD(       ) 1
 FH1077  NAD 27      -  35 58 09.21500(N)    095 19 34.03400(W) AD(       ) 1
 FH1077
 FH1077.Superseded values are not recommended for survey control.
 FH1077
 FH1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1077.See file dsdata.pdf to determine how the superseded data were derived.
 FH1077
 FH1077_MARKER: DS = TRIANGULATION STATION DISK
 FH1077_SETTING: 80 = SET IN A BOULDER
 FH1077_STAMPING: FAIRVIEW 1940
 FH1077_MARK LOGO: CGS
 FH1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1077+STABILITY: SURFACE MOTION
 FH1077
 FH1077  HISTORY     - Date     Condition        Report By
 FH1077  HISTORY     - 1940     MONUMENTED       CGS
 FH1077  HISTORY     - 1955     GOOD             SSC
 FH1077  HISTORY     - 1960     GOOD             CGS
 FH1077  HISTORY     - 1970     GOOD             NGS
 FH1077
 FH1077                          STATION DESCRIPTION
 FH1077
 FH1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1077'THIS STATION IS ABOUT 16 MILES N OF MUSKOGEE AND 3 MILES
 FH1077'ENE OF WAGONER ON THE HIGHEST POINT OF A PROMINENT RIDGE
 FH1077'PARTIALLY COVERED WITH SMALL BRUSH.
 FH1077'
 FH1077'THE SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL
 FH1077'HOLE IN A BOULDER WHICH PROJECTS 6 INCHES.  MARK IS STAMPED
 FH1077'FAIRVIEW 1940.  NO WITNESS POST WAS SET AT THIS STATION.
 FH1077'
 FH1077'UNDERGROUND AND REFERENCE MARK NO.2 ARE STANDARD DISKS WEDGED
 FH1077'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1077'
 FH1077'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1077'
 FH1077'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 FH1077'1 FOOT W OF FENCE LINE E OF THE STATION, 8 INCHES BELOW
 FH1077'THE SURFACE OF THE GROUND, 1-1/2 FEET BELOW THE STATION,
 FH1077'STAMPED FAIRVIEW NO.1, 1940.  REFERENCE MARK NO.2 IS 115
 FH1077'FEET W OF THE FENCE LINE E OF THE STATION, FLUSH WITH THE
 FH1077'GROUND, 1 FOOT BELOW THE STATION, STAMPED FAIRVIEW NO.2, 1940.
 FH1077'
 FH1077'TO REACH THE STATION FROM THE COURT HOUSE IN WAGONER GO E
 FH1077'ON STATE HIGHWAY 51 FOR 3.15 MILES TO POINT WHERE HIGHWAY
 FH1077'51 CURVES TO RIGHT (S) AND A DIRT ROAD CONTINUES STRAIGHT
 FH1077'AHEAD (E), CONTINUE E FOR 0.15 MILE TO CROSSROADS, TURN
 FH1077'LEFT (N) AND GO 1.0 MILE TO CROSSROADS AT THE FAIRVIEW SCHOOL,
 FH1077'TURN LEFT (W) AND GO 0.5 MILE TO STONE HOUSE ON RIGHT AND
 FH1077'WIRE GATE ON LEFT, TURN LEFT (S) THROUGH GATE AND GO 0.1
 FH1077'MILE TO FORK, TAKE RIGHT FORK ON TRACK ROAD AND GO 1/4 MILE
 FH1077'TO TOP OF RIDGE, TURN RIGHT (W) AND GO CROSS COUNTRY 0.15
 FH1077'MILE TO FENCE AND STATION ON HIGHEST POINT 110 FEET W OF
 FH1077'FENCE LINE.
 FH1077'
 FH1077'TO REACH THE AZIMUTH MARK FROM WHERE STATE HIGHWAY 51 CURVES
 FH1077'TO RIGHT (S) AS NOTED IN THE DESCRIPTION OF HOW TO REACH
 FH1077'THE STATION, CONTINUE S AND SE ON HIGHWAY 51 FOR 1.25 MILES
 FH1077'TO TOP OF GRADE AND AZIMUTH MARK ON LEFT.  IT IS 1/4 MILE
 FH1077'E OF THE WILLIAMS SERVICE STATION, 54 FEET N OF THE CENTER
 FH1077'LINE OF HIGHWAY 51, 6 FEET NW OF FENCE CORNER, 4.7 FEET E OF
 FH1077'WHITE WITNESS POST.  MARK PROJECTS 6 INCHES, STAMPED FAIRVIEW
 FH1077'1940.
 FH1077'
 FH1077'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 FH1077
 FH1077                          STATION RECOVERY (1955)
 FH1077
 FH1077'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 FH1077'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1077'
 FH1077'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 FH1077'AND REFERENCE MARKS WERE NOT VISITED.  STATE HIGHWAY 51
 FH1077'USED IN THE DESCRIPTION TO REACH FROM WAGONER HAS BEEN RELOCATED.
 FH1077'
 FH1077'TO REACH THE STATION FROM THE COURTHOUSE IN WAGONER, GO
 FH1077'E FOR 1.5 MI. ON FORMER STATE HIGHWAY 51 WHICH IS NOW THE
 FH1077'ROAD TO LAKE WAGONER, TURN LEFT (NE) FOR 1.0 MI., TURN LEFT
 FH1077'(N) FOR 0.5 MI. TO A T-ROAD.  TURN LEFT (W) AND GO 0.5 MI. TO
 FH1077'A WIRE GATE ON THE S SIDE OF THE ROAD.  TURN THROUGH THE
 FH1077'GATE AND GO 0.1 MI. TO A FORK.  TAKE THE RIGHT FORK AND GO
 FH1077'0.25 MI. TO THE TOP OF A RIDGE.  TURN RIGHT (W) AND GO ACROSS
 FH1077'COUNTRY FOR 0.15 MI. TO A FENCE AND STATION ON THE HIGHEST
 FH1077'POINT.  STATION IS 110 FT. W OF THE FENCE LINE.
 FH1077
 FH1077                          STATION RECOVERY (1960)
 FH1077
 FH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1077'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 FH1077'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE SLIGHTLY
 FH1077'TILTED.
 FH1077'
 FH1077'THE STATION MARK IS ABOUT 60 YARDS SOUTH AND 35 YARDS WEST
 FH1077'OF AN OLD FENCE CORNER.  R.M. NO. 1 IS ABOUT 60 YARDS SOUTH
 FH1077'OF THE SAME FENCE CORNER, 1 FOOT WEST OF AN OLD FENCE LINE
 FH1077'AND IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 FH1077'
 FH1077'TO REACH THE STATION FROM WAGONER, FROM THE COURT HOUSE,
 FH1077'GO EAST ON STATE HIGHWAY 51 FOR 0.5 MILE TO POINT WHERE
 FH1077'HIGHWAY TURNS RIGHT, CONTINUE EAST FOR 2.2 MILES TO FORKS,
 FH1077'TAKE LEFT FORK ON SURFACED ROAD FOR 1.5 MILES TO CROSSROADS,
 FH1077'TURN LEFT AND GO WEST ON OLD SECTION LINE ROAD FOR 0.5 MILE
 FH1077'TO WIRE GATES ON RIGHT AND LEFT, TURN LEFT THROUGH GATE
 FH1077'AND GO SOUTHWEST FOR 0.05 MILE TO FORKS, TAKE LEFT FORK
 FH1077'FOR 0.25 MILE TO A TRACK ROAD ON RIGHT, TURN RIGHT AND GO
 FH1077'WEST FOR 0.15 MILE TO OLD FENCE CORNER AND STATION TO
 FH1077'SOUTHWEST.
 FH1077'
 FH1077'TO REACH AZIMUTH MARK FROM WAGONER COURT HOUSE GO EAST, SOUTH
 FH1077'AND EAST ON STATE HIGHWAY 51 FOR 5.85 MILES TO A SIDE ROAD
 FH1077'LEFT, TURN LEFT AND GO NORTH FOR 0.5 MILE TO ANGLING CROSSROADS
 FH1077'AND MARK IN NORTHEAST ANGLE.  THE MARK IS 54 FEET NORTH OF
 FH1077'THE CENTERLINE OF OLD HIGHWAY 51 AND ON THE EAST BANK OF
 FH1077'THE NORTH-SOUTH ROAD.
 FH1077'
 FH1077'THERE IS WATER ACROSS OLD STATE HIGHWAY 51 BETWEEN THE
 FH1077'STATION AND THE AZIMUTH MARK.
 FH1077
 FH1077                          STATION RECOVERY (1970)
 FH1077
 FH1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FH1077'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 FH1077'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 FH1077'DESTROYED BY ROAD CONSTRUCTION AND THE DISK WAS RECOVERED.  THE
 FH1077'WAGONER MUN. WATER TANK IS OBSTRUCTED BY TREES AND THERE WAS NO
 FH1077'SUITABLE PLACE TO SET A NEW AZIMUTH MARK.  THE OLD FENCE LINE IS
 FH1077'GONE AND ROCKS ARE PILED AROUND THE STATION MARK WHICH PROJECTS 6
 FH1077'INCHES.
 FH1077'
 FH1077'TO REACH THE STATION FROM THE COURTHOUSE IN WAGONER, GO EAST ON STATE
 FH1077'HIGHWAY 51 FOR 0.5 MILE TO A POINT WHERE THE HIGHWAY TURNS RIGHT.
 FH1077'CONTINUE EAST ON THE SURFACED ROAD FOR 2.2 MILES TO A FORK.  TAKE
 FH1077'THE LEFT FORK AND GO NORTH ON A SURFACED ROAD FOR 1.5 MILES TO A
 FH1077'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.5
 FH1077'MILE TO A CATTLE GUARD AND A DRIVEWAY.  TURN LEFT AND GO SOUTH ON
 FH1077'DRIVEWAY FOR 0.05 MILE TO A HOUSE.  PACK SOUTHWEST ON AN OLD TRACK
 FH1077'ROAD WHICH IS ABOUT 100 FEET NORTHWEST OF THE HOUSE FOR ABOUT 0.4
 FH1077'MILE, THEN LEAVE TRACK ROAD AND PACK SOUTH TO A CLEARED AREA AND
 FH1077'THE STATION ON THE HIGHEST POINT OF THE HILL.
 FH1077'
 FH1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES ENE
 FH1077'OF WAGONER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0567 ***********************************************************************
 GJ0567  DESIGNATION -  FAIRVIEW
 GJ0567  PID         -  GJ0567
 GJ0567  STATE/COUNTY-  OK/MAJOR
 GJ0567  COUNTRY     -  US
 GJ0567  USGS QUAD   -  FAIRVIEW (2018)
 GJ0567
 GJ0567                         *CURRENT SURVEY CONTROL
 GJ0567  ______________________________________________________________________
 GJ0567* NAD 83(1993) POSITION- 36 16 29.69552(N) 098 28 52.13641(W)   ADJUSTED
 GJ0567* NAD 83(1993) ELLIP HT-   365.058 (meters)        (11/28/94)   ADJUSTED
 GJ0567* NAVD 88 ORTHO HEIGHT -   392.5   (meters)     1288.    (feet) VERTCON3
 GJ0567  ______________________________________________________________________
 GJ0567  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 GJ0567  NAD 83(1993) X  -   -759,292.424 (meters)                     COMP
 GJ0567  NAD 83(1993) Y  - -5,092,003.953 (meters)                     COMP
 GJ0567  NAD 83(1993) Z  -  3,753,043.652 (meters)                     COMP
 GJ0567  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 GJ0567  HORZ ORDER      -  FIRST
 GJ0567  ELLP ORDER      -  FIFTH     CLASS I
 GJ0567
 GJ0567.The horizontal coordinates were established by classical geodetic methods
 GJ0567.and adjusted by the National Geodetic Survey in November 1994.
 GJ0567
 GJ0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0567
 GJ0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0567.GEOID18 height accuracy estimate available here.
 GJ0567
 GJ0567.Click photographs - Photos may exist for this station.
 GJ0567
 GJ0567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0567
 GJ0567.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0567
 GJ0567.The ellipsoidal height was determined by GPS observations
 GJ0567.and is referenced to NAD 83.
 GJ0567
 GJ0567. The following values were computed from the NAD 83(1993) position.
 GJ0567
 GJ0567;                    North         East     Units Scale Factor Converg.
 GJ0567;SPC OK N     -   141,563.103   556,771.362   MT  0.99994716   -0 17 02.2
 GJ0567;SPC OK N     -   464,444.95  1,826,674.04   sFT  0.99994716   -0 17 02.2
 GJ0567;UTM  14      - 4,014,566.134   546,600.157   MT  0.99962676   +0 18 25.2
 GJ0567
 GJ0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0567!SPC OK N     -   0.99994271  x   0.99994716  =   0.99988987
 GJ0567!UTM  14      -   0.99994271  x   0.99962676  =   0.99956949
 GJ0567
 GJ0567:                Primary Azimuth Mark                     Grid Az
 GJ0567:SPC OK N     -  FAIRVIEW AZ MK                           239 07 24.2
 GJ0567:UTM  14      -  FAIRVIEW AZ MK                           238 31 56.8
 GJ0567
 GJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4660014566(NAD 83)
 GJ0567
 GJ0567|---------------------------------------------------------------------|
 GJ0567| PID    Reference Object                     Distance      Geod. Az  |
 GJ0567|                                                           dddmmss.s |
 GJ0567| GJ0562 ORIENTA COUNTY COOP N ELEV          APPROX. 9.6 KM 0032330.0 |
 GJ0567| CK8667 FAIRVIEW RM 1                        19.550 METERS 00344     |
 GJ0567| GJ0564 FAIRVIEW MUN AIRPORT BEACON         APPROX. 1.0 KM 0132147.1 |
 GJ0567| GJ0566 FAIRVIEW MUNICIPAL WATER TANK       APPROX. 1.0 KM 1763908.9 |
 GJ0567| GJ0568 FAIRVIEW W B J GRAIN CO ELEV        194.069 METERS 18240     |
 GJ0567| CK8666 FAIRVIEW AZ MK                                     2385022.0 |
 GJ0567| CK8668 FAIRVIEW RM 2                        25.656 METERS 26640     |
 GJ0567| GJ0073 7 D 35                               41.922 METERS 29956     |
 GJ0567|---------------------------------------------------------------------|
 GJ0567
 GJ0567                          SUPERSEDED SURVEY CONTROL
 GJ0567
 GJ0567  NAD 83(1986)-  36 16 29.70023(N)    098 28 52.12262(W) AD(       ) 1
 GJ0567  NAD 27      -  36 16 29.57074(N)    098 28 50.83903(W) AD(       ) 1
 GJ0567  NGVD 29 (11/30/89)  392.4    (m)  RAPSU86  model used  GPS OBS        
 GJ0567
 GJ0567.Superseded values are not recommended for survey control.
 GJ0567
 GJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0567.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0567
 GJ0567_MARKER: DS = TRIANGULATION STATION DISK
 GJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0567_STAMPING: FAIRVIEW 1963
 GJ0567_MARK LOGO: CGS
 GJ0567_PROJECTION: FLUSH
 GJ0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0567+STABILITY: SURFACE MOTION
 GJ0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0567+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 GJ0567
 GJ0567  HISTORY     - Date     Condition        Report By
 GJ0567  HISTORY     - 1963     MONUMENTED       CGS
 GJ0567  HISTORY     - 1963     GOOD             CGS
 GJ0567  HISTORY     - 19890301 GOOD             NGS
 GJ0567
 GJ0567                          STATION DESCRIPTION
 GJ0567
 GJ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0567'THE STATION IS LOCATED AT THE NORTH EDGE OF FAIRVIEW, ON THE EAST
 GJ0567'RIGHT-OF-WAY OF THE SANTA FE RAILROAD.
 GJ0567'
 GJ0567'TO REACH THE STATION FROM THE MAIN CROSS STREETS IN FAIRVIEW, GO
 GJ0567'NORTH ON U. S. HIGHWAY 60 AND STATE HIGHWAY 58 FOR 0.4 MILE TO THEIR
 GJ0567'JUNCTION AND A SIDE ROAD ON THE LEFT, (EAST STATE STREET) TURN LEFT
 GJ0567'AND GO WEST ON EAST STATE STREET FOR 0.1 MILE TO A RAILROAD
 GJ0567'CROSSING AT THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 GJ0567'FROM THE STATION, CROSS THE TRACKS AND GO WEST FOR 0.05 MILE
 GJ0567'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.2 MILE TO
 GJ0567'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST TO A SIDE ROAD ON
 GJ0567'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 GJ0567'
 GJ0567'THE STATION MARK IS A STANDARD DISK, STAMPED FAIRVIEW 1963, SET IN
 GJ0567'THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0567'IS 99.6 FEET EAST OF THE EAST RAIL OF THE MAIN RAILROAD TRACKS, 105
 GJ0567'FEET SOUTH OF THE CENTERLINE OF EAST STATE STREET AND 54.6 FEET
 GJ0567'EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO AN ELEVATOR.
 GJ0567'
 GJ0567'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRVIEW NO 1 1963, SET
 GJ0567'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0567'IT IS 41 FEET SOUTH OF THE CENTERLINE OF EAST STATE STREET, 105
 GJ0567'FEET EAST OF THE EAST RAIL, 55.4 FEET EAST OF THE CENTERLINE OF THE
 GJ0567'DRIVEWAY AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0567'
 GJ0567'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRVIEW NO 2 1963,
 GJ0567'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 GJ0567'IT IS 15.6 FEET EAST OF THE EAST RAIL, 109 FEET SOUTH OF THE
 GJ0567'CENTERLINE OF EAST STATE STREET, 30 FEET WEST OF THE CENTERLINE OF
 GJ0567'THE DRIVEWAY AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0567'
 GJ0567'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRVIEW 1963, SET IN
 GJ0567'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 GJ0567'IS 30.5 FEET NORTHEAST OF THE CENTERLINES OF A T-ROAD INTERSECTION,
 GJ0567'2.7 FEET EAST OF A TELEPHONE LINE POLE, 1.5 FEET WEST OF A WITNESS
 GJ0567'POST AND 18.9 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD.
 GJ0567'
 GJ0567'T T 7 D 35 IS A BRONZE DISK OF THE COAST AND GEODETIC SURVEY AND
 GJ0567'STATE SURVEY STAMPED NO. 7 D 35 T T 1934, SET IN THE TOP OF A 5 INCH
 GJ0567'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13.7 FEET WEST
 GJ0567'OF THE WEST RAIL OF THE MAIN TRACKS, 28.8 FEET EAST OF THE EAST
 GJ0567'RAIL OF A SIDE TRACK, 38.1 FEET SOUTH OF THE CENTERLINE OF EAST
 GJ0567'STATE STREET AND 62 FEET WEST OF THE CENTERLINE OF THE
 GJ0567'DRIVEWAY.
 GJ0567
 GJ0567                          STATION RECOVERY (1963)
 GJ0567
 GJ0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0567'RECOVERED IN GOOD CONDITION.
 GJ0567
 GJ0567                          STATION RECOVERY (1989)
 GJ0567
 GJ0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GJ0567'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GJ0567'FOLLOWS.
 GJ0567'THE STATION IS LOCATED ABOUT 23.0 KM (14.30 MI) NORTHWEST OF OKEENE,
 GJ0567'14.8 KM (9.20 MI) SOUTH-SOUTHWEST OF CLEO SPRINGS,AND 0.1 KM
 GJ0567'(0.05 MI) NORTH OF FAIRVIEW.  OWNERSHIP--CITY OF FAIRVIEW.
 GJ0567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60, STATE
 GJ0567'HIGHWAYS 8, 58 AND STATE STREET IN NORTH FAIRVIEW, GO WEST ON STATE
 GJ0567'STREET FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT, JUST BEFORE
 GJ0567'REACHING A RAILROAD CROSSING.
 GJ0567'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 GJ0567'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 32.0 M
 GJ0567'(105.0 FT) SOUTH OF THE CENTER OF THE STREET, 30.4 M (99.7 FT) EAST OF
 GJ0567'THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AND 0.2 M
 GJ0567'(0.7 FT) EAST OF A METAL WITNESS POST.
 GJ0567'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0564 ***********************************************************************
 GJ0564  DESIGNATION -  FAIRVIEW MUN AIRPORT BEACON
 GJ0564  PID         -  GJ0564
 GJ0564  STATE/COUNTY-  OK/MAJOR
 GJ0564  COUNTRY     -  US
 GJ0564  USGS QUAD   -  FAIRVIEW (2018)
 GJ0564
 GJ0564                         *CURRENT SURVEY CONTROL
 GJ0564  ______________________________________________________________________
 GJ0564* NAD 83(1993) POSITION- 36 17 02.26729(N) 098 28 42.57946(W)   ADJUSTED
 GJ0564  ______________________________________________________________________
 GJ0564  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 GJ0564  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 GJ0564  HORZ ORDER      -  THIRD
 GJ0564
 GJ0564.This mark is at Fairview Airport (6K4)
 GJ0564
 GJ0564.The horizontal coordinates were established by classical geodetic methods
 GJ0564.and adjusted by the National Geodetic Survey in November 1994.
 GJ0564
 GJ0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0564.GEOID18 height accuracy estimate available here.
 GJ0564
 GJ0564.Click photographs - Photos may exist for this station.
 GJ0564
 GJ0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0564
 GJ0564. The following values were computed from the NAD 83(1993) position.
 GJ0564
 GJ0564;                    North         East     Units Scale Factor Converg.
 GJ0564;SPC OK N     -   142,565.831   557,014.819   MT  0.99994747   -0 16 56.6
 GJ0564;SPC OK N     -   467,734.73  1,827,472.79   sFT  0.99994747   -0 16 56.6
 GJ0564;UTM  14      - 4,015,570.998   546,833.184   MT  0.99962702   +0 18 31.1
 GJ0564
 GJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4683315570(NAD 83)
 GJ0564
 GJ0564                          SUPERSEDED SURVEY CONTROL
 GJ0564
 GJ0564  NAD 83(1986)-  36 17 02.27221(N)    098 28 42.56576(W) AD(       ) 3
 GJ0564  NAD 27      -  36 17 02.14295(N)    098 28 41.28243(W) AD(       ) 3
 GJ0564
 GJ0564.Superseded values are not recommended for survey control.
 GJ0564
 GJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0564.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0564
 GJ0564_MARKER: 21 = AIRPORT BEACON
 GJ0564
 GJ0564  HISTORY     - Date     Condition        Report By
 GJ0564  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0564
 GJ0564                          STATION DESCRIPTION
 GJ0564
 GJ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0564'THE STATION IS THE CENTER OF THE TOP OF A REVOLVING GREEN AND
 GJ0564'WHITELIGHT MOUNTED ON THE TOP OF A 73 FOOT HIGH STEEL TOWER, LOCATED
 GJ0564'ABOUT 1 MILE NORTH OF FAIRVIEW AND ABOUT 350 FEET EAST OF U. S.
 GJ0564'HIGHWAY 60.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0566 ***********************************************************************
 GJ0566  DESIGNATION -  FAIRVIEW MUNICIPAL WATER TANK
 GJ0566  PID         -  GJ0566
 GJ0566  STATE/COUNTY-  OK/MAJOR
 GJ0566  COUNTRY     -  US
 GJ0566  USGS QUAD   -  FAIRVIEW (2018)
 GJ0566
 GJ0566                         *CURRENT SURVEY CONTROL
 GJ0566  ______________________________________________________________________
 GJ0566* NAD 83(1993) POSITION- 36 15 55.70453(N) 098 28 49.68129(W)   ADJUSTED
 GJ0566  ______________________________________________________________________
 GJ0566  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 GJ0566  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 GJ0566  HORZ ORDER      -  THIRD
 GJ0566
 GJ0566.The horizontal coordinates were established by classical geodetic methods
 GJ0566.and adjusted by the National Geodetic Survey in November 1994.
 GJ0566
 GJ0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0566.GEOID18 height accuracy estimate available here.
 GJ0566
 GJ0566.Click photographs - Photos may exist for this station.
 GJ0566
 GJ0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0566
 GJ0566. The following values were computed from the NAD 83(1993) position.
 GJ0566
 GJ0566;                    North         East     Units Scale Factor Converg.
 GJ0566;SPC OK N     -   140,515.152   556,827.449   MT  0.99994687   -0 17 00.8
 GJ0566;SPC OK N     -   461,006.79  1,826,858.06   sFT  0.99994687   -0 17 00.8
 GJ0566;UTM  14      - 4,013,519.153   546,667.027   MT  0.99962683   +0 18 26.4
 GJ0566
 GJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4666713519(NAD 83)
 GJ0566
 GJ0566                          SUPERSEDED SURVEY CONTROL
 GJ0566
 GJ0566  NAD 83(1986)-  36 15 55.70936(N)    098 28 49.66751(W) AD(       ) 3
 GJ0566  NAD 27      -  36 15 55.57854(N)    098 28 48.38421(W) AD(       ) 3
 GJ0566
 GJ0566.Superseded values are not recommended for survey control.
 GJ0566
 GJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0566.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0566
 GJ0566_MARKER: 53 = ELEVATED TANK
 GJ0566
 GJ0566  HISTORY     - Date     Condition        Report By
 GJ0566  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0566
 GJ0566                          STATION DESCRIPTION
 GJ0566
 GJ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0566'THE STATION IS THE CENTER OF THE TOP OF A GLOBE SHAPED TANK SUPPORTED
 GJ0566'BY A SINGLE STANDPIPE.  IT IS LOCATED NEAR THE CENTER OF TOWN, 0.2
 GJ0566'MILE NORTH OF U. S. HIGHWAY 60, 200 FEET SOUTHEAST OF THE
 GJ0566'INTERSECTION OF SOUTH MAINE AND LOCUST STREETS AND 166 FEET WEST
 GJ0566'OF THE CENTERLINE OF SOUTH MAINE STREET.  THE TANK IS 130 FEET IN
 GJ0566'HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0569 ***********************************************************************
 GJ0569  DESIGNATION -  FAIRVIEW SANTA FE RR TANK
 GJ0569  PID         -  GJ0569
 GJ0569  STATE/COUNTY-  OK/MAJOR
 GJ0569  COUNTRY     -  US
 GJ0569  USGS QUAD   -  FAIRVIEW (2018)
 GJ0569
 GJ0569                         *CURRENT SURVEY CONTROL
 GJ0569  ______________________________________________________________________
 GJ0569* NAD 83(1993) POSITION- 36 15 43.63561(N) 098 28 56.94133(W)   ADJUSTED
 GJ0569  ______________________________________________________________________
 GJ0569  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 GJ0569  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 GJ0569  HORZ ORDER      -  THIRD
 GJ0569
 GJ0569.The horizontal coordinates were established by classical geodetic methods
 GJ0569.and adjusted by the National Geodetic Survey in November 1994.
 GJ0569
 GJ0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0569.GEOID18 height accuracy estimate available here.
 GJ0569
 GJ0569.Click photographs - Photos may exist for this station.
 GJ0569
 GJ0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0569
 GJ0569. The following values were computed from the NAD 83(1993) position.
 GJ0569
 GJ0569;                    North         East     Units Scale Factor Converg.
 GJ0569;SPC OK N     -   140,144.071   556,644.393   MT  0.99994677   -0 17 05.1
 GJ0569;SPC OK N     -   459,789.34  1,826,257.48   sFT  0.99994677   -0 17 05.1
 GJ0569;UTM  14      - 4,013,146.323   546,487.865   MT  0.99962663   +0 18 22.0
 GJ0569
 GJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4648713146(NAD 83)
 GJ0569
 GJ0569                          SUPERSEDED SURVEY CONTROL
 GJ0569
 GJ0569  NAD 83(1986)-  36 15 43.64045(N)    098 28 56.92760(W) AD(       ) 3
 GJ0569  NAD 27      -  36 15 43.50959(N)    098 28 55.64322(W) AD(       ) 3
 GJ0569
 GJ0569.Superseded values are not recommended for survey control.
 GJ0569
 GJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0569.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0569
 GJ0569_MARKER: 53 = ELEVATED TANK
 GJ0569
 GJ0569  HISTORY     - Date     Condition        Report By
 GJ0569  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0569
 GJ0569                          STATION DESCRIPTION
 GJ0569
 GJ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0569'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH ELEVATED
 GJ0569'TANK PAINTED BLACK.  IT IS LOCATED AT THE SOUTH EDGE OF FAIRVIEW
 GJ0569'AND ABOUT 250 FEET EAST OF U. S. HIGHWAY 60.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0568 ***********************************************************************
 GJ0568  DESIGNATION -  FAIRVIEW W B J GRAIN CO ELEV
 GJ0568  PID         -  GJ0568
 GJ0568  STATE/COUNTY-  OK/MAJOR
 GJ0568  COUNTRY     -  US
 GJ0568  USGS QUAD   -  FAIRVIEW (2018)
 GJ0568
 GJ0568                         *CURRENT SURVEY CONTROL
 GJ0568  ______________________________________________________________________
 GJ0568* NAD 83(1993) POSITION- 36 16 23.40620(N) 098 28 52.49913(W)   ADJUSTED
 GJ0568  ______________________________________________________________________
 GJ0568  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 GJ0568  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 GJ0568  HORZ ORDER      -  THIRD
 GJ0568
 GJ0568.The horizontal coordinates were established by classical geodetic methods
 GJ0568.and adjusted by the National Geodetic Survey in November 1994.
 GJ0568
 GJ0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0568.GEOID18 height accuracy estimate available here.
 GJ0568
 GJ0568.Click photographs - Photos may exist for this station.
 GJ0568
 GJ0568.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0568
 GJ0568. The following values were computed from the NAD 83(1993) position.
 GJ0568
 GJ0568;                    North         East     Units Scale Factor Converg.
 GJ0568;SPC OK N     -   141,369.302   556,761.349   MT  0.99994710   -0 17 02.4
 GJ0568;SPC OK N     -   463,809.12  1,826,641.19   sFT  0.99994710   -0 17 02.4
 GJ0568;UTM  14      - 4,014,372.303   546,592.146   MT  0.99962675   +0 18 24.9
 GJ0568
 GJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4659214372(NAD 83)
 GJ0568
 GJ0568                          SUPERSEDED SURVEY CONTROL
 GJ0568
 GJ0568  NAD 83(1986)-  36 16 23.41096(N)    098 28 52.48539(W) AD(       ) 3
 GJ0568  NAD 27      -  36 16 23.27495(N)    098 28 51.20266(W) AD(       ) 3
 GJ0568
 GJ0568.Superseded values are not recommended for survey control.
 GJ0568
 GJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0568.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0568
 GJ0568_MARKER: 65 = GRAIN ELEVATOR
 GJ0568
 GJ0568  HISTORY     - Date     Condition        Report By
 GJ0568  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0568
 GJ0568                          STATION DESCRIPTION
 GJ0568
 GJ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0568'THE STATION IS THE CENTER OF THE TOP OF THE CENTER OF THE HEADHOUSE
 GJ0568'OF A 165 FOOT HIGH ELEVATOR, LOCATED AT THE NORTH EDGE OF FAIRVIEW,
 GJ0568'ABOUT 1 MILE NORTH OF U. S. HIGHWAY 60 AND ABOUT 100 FEET EAST OF
 GJ0568'THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1131 ***********************************************************************
 FH1131  DESIGNATION -  FAME
 FH1131  PID         -  FH1131
 FH1131  STATE/COUNTY-  OK/MCINTOSH
 FH1131  COUNTRY     -  US
 FH1131  USGS QUAD   -  STIDHAM (2018)
 FH1131
 FH1131                         *CURRENT SURVEY CONTROL
 FH1131  ______________________________________________________________________
 FH1131* NAD 83(1993) POSITION- 35 20 37.26242(N) 095 38 45.00863(W)   ADJUSTED
 FH1131* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) SCALED
 FH1131  ______________________________________________________________________
 FH1131  GEOID HEIGHT    -        -29.835 (meters)                     GEOID18
 FH1131  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 FH1131  HORZ ORDER      -  FIRST
 FH1131
 FH1131.The horizontal coordinates were established by classical geodetic methods
 FH1131.and adjusted by the National Geodetic Survey in November 1994.
 FH1131
 FH1131.The orthometric height was scaled from a topographic map.
 FH1131
 FH1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1131.GEOID18 height accuracy estimate available here.
 FH1131
 FH1131.Click photographs - Photos may exist for this station.
 FH1131
 FH1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1131
 FH1131. The following values were computed from the NAD 83(1993) position.
 FH1131
 FH1131;                    North         East     Units Scale Factor Converg.
 FH1131;SPC OK S     -   225,499.884   813,990.567   MT  1.00002367   +1 20 10.5
 FH1131;SPC OK S     -   739,827.54  2,670,567.39   sFT  1.00002367   +1 20 10.5
 FH1131;UTM  15      - 3,914,370.373   259,548.463   MT  1.00031257   -1 31 52.7
 FH1131
 FH1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1131!SPC OK S     -   0.99997516  x   1.00002367  =   0.99999883
 FH1131!UTM  15      -   0.99997516  x   1.00031257  =   1.00028772
 FH1131
 FH1131:                Primary Azimuth Mark                     Grid Az
 FH1131:SPC OK S     -  FAME AZ MK                               357 55 36.8
 FH1131:UTM  15      -  FAME AZ MK                               000 47 40.0
 FH1131
 FH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5954814370(NAD 83)
 FH1131
 FH1131|---------------------------------------------------------------------|
 FH1131| PID    Reference Object                     Distance      Geod. Az  |
 FH1131|                                                           dddmmss.s |
 FH1131| FH1128 EUFAULA PUMP STA SILVER STACK       APPROX. 9.6 KM 1331455.2 |
 FH1131| CI0884 FAME RM 2                            65.160 METERS 27314     |
 FH1131| CI0882 FAME AZ MK                                         3591547.3 |
 FH1131| CI0883 FAME RM 1                            54.600 METERS 35946     |
 FH1131|---------------------------------------------------------------------|
 FH1131
 FH1131                          SUPERSEDED SURVEY CONTROL
 FH1131
 FH1131  NAD 83(1986)-  35 20 37.28166(N)    095 38 45.00653(W) AD(       ) 1
 FH1131  NAD 27      -  35 20 36.92500(N)    095 38 44.04600(W) AD(       ) 1
 FH1131
 FH1131.Superseded values are not recommended for survey control.
 FH1131
 FH1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1131.See file dsdata.pdf to determine how the superseded data were derived.
 FH1131
 FH1131_MARKER: DS = TRIANGULATION STATION DISK
 FH1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1131_STAMPING: FAME 1934
 FH1131_MARK LOGO: CGS
 FH1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1131+STABILITY: SURFACE MOTION
 FH1131
 FH1131  HISTORY     - Date     Condition        Report By
 FH1131  HISTORY     - 1934     MONUMENTED       CGS
 FH1131  HISTORY     - 1960     GOOD             CGS
 FH1131
 FH1131                          STATION DESCRIPTION
 FH1131
 FH1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1131'STATION IS LOCATED ABOUT 8 MILES N OF EUFAULA, AND ABOUT
 FH1131'1-1/4 MILES S OF FAME, IN SEC. 18, T 10 N, R 16 E, NE 1/4,
 FH1131'ON THE HIGHEST PART OF A LONG RIDGE AND ON THE W SIDE OF A
 FH1131'DIRT ROAD.  MARK IS ON THE W SIDE OF THE ROAD, 220 FEET S
 FH1131'OF A SMALL GRAY HOUSE, 30 FEET W OF THE CENTER LINE OF THE
 FH1131'DIRT ROAD AND 15 FEET S OF AN E-W FENCE.
 FH1131'
 FH1131'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1131'BRONZE DISKS SET IN CONCRETE.
 FH1131'
 FH1131'REFERENCE MARK NO.1 IS N OF STATION 54.600 METERS (179.13 FEET)
 FH1131'ON THE N EDGE OF A CULTIVATED FIELD, AND SE CORNER OF FARMYARD.
 FH1131'
 FH1131'REFERENCE MARK NO.2 IS W OF STATION 65.160 METERS (213.78 FEET)
 FH1131'IN PASTURE ON THE S SIDE OF AN E-W FENCE.
 FH1131'
 FH1131'AZIMUTH MARK IS 0.4 MILE N OF STATION ON W SIDE OF ROAD 50
 FH1131'FEET FROM THE CENTER LINE, ON THE N EDGE OF A CULTIVATED FIELD,
 FH1131'AND S OF AN E-W ROAD 30 FEET FROM THE CENTER LINE.
 FH1131'
 FH1131'TO REACH FROM EUFAULA, GO N FROM CITY HALL 1 BLOCK, THEN W
 FH1131'0.65 MILE TO FORKS.  TAKE LEFT FORK W AND GO 3.1 MILES.
 FH1131'HERE TURN N AND GO 3.7 MILES TO STATION.
 FH1131'
 FH1131'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1131
 FH1131                          STATION RECOVERY (1960)
 FH1131
 FH1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1131'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1131'CONDITION.  THE STATION MARK IS 30 FEET NORTH OF A POWERLINE
 FH1131'POLE WITH TRANSFORMER AND 10 FEET WEST OF THE RIGHT OF WAY
 FH1131'FENCE.  R.M. NO. 1 IS NEAR THE SOUTHEAST CORNER OF A YARD AND
 FH1131'R.M. NO. 2 IS NEAR THE CENTER OF A GROVE OF SMALL TREES. THE
 FH1131'AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, IN THE
 FH1131'SOUTHWEST ANGLE OF CROSSROADS AND 5 FEET WEST-NORTHWEST OF
 FH1131'A POWERLINE POLE.
 FH1131'
 FH1131'TO REACH FROM EUFAULA, FROM THE JUNCTION OF U.S. HIGHWAY 69
 FH1131'AND STATE HIGHWAY 9, GO WESTERLY ON STATE HIGHWAY 9 FOR 3.8
 FH1131'MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 3.8 MILES
 FH1131'TO STATION ON LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1061 ***********************************************************************
 FJ1061  DESIGNATION -  FAN MARKER OKLA CITY
 FJ1061  PID         -  FJ1061
 FJ1061  STATE/COUNTY-  OK/CANADIAN
 FJ1061  COUNTRY     -  US
 FJ1061  USGS QUAD   -  MINCO NE (2018)
 FJ1061
 FJ1061                         *CURRENT SURVEY CONTROL
 FJ1061  ______________________________________________________________________
 FJ1061* NAD 83(1993) POSITION- 35 23 27.56988(N) 097 46 36.04251(W)   ADJUSTED
 FJ1061* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 FJ1061  ______________________________________________________________________
 FJ1061  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 FJ1061  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 FJ1061  HORZ ORDER      -  SECOND
 FJ1061
 FJ1061.The horizontal coordinates were established by classical geodetic methods
 FJ1061.and adjusted by the National Geodetic Survey in November 1994.
 FJ1061
 FJ1061.The orthometric height was scaled from a topographic map.
 FJ1061
 FJ1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1061.GEOID18 height accuracy estimate available here.
 FJ1061
 FJ1061.Click photographs - Photos may exist for this station.
 FJ1061
 FJ1061.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1061
 FJ1061. The following values were computed from the NAD 83(1993) position.
 FJ1061
 FJ1061;                    North         East     Units Scale Factor Converg.
 FJ1061;SPC OK N     -    43,405.477   620,289.887   MT  1.00003653   +0 07 54.5
 FJ1061;SPC OK N     -   142,406.14  2,035,067.74   sFT  1.00003653   +0 07 54.5
 FJ1061;SPC OK S     -   228,275.659   620,289.857   MT  1.00003496   +0 07 36.3
 FJ1061;SPC OK S     -   748,934.39  2,035,067.64   sFT  1.00003496   +0 07 36.3
 FJ1061;UTM  14      - 3,917,090.912   611,099.317   MT  0.99975211   +0 42 30.8
 FJ1061
 FJ1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1061!SPC OK N     -   0.99994080  x   1.00003653  =   0.99997732
 FJ1061!SPC OK S     -   0.99994080  x   1.00003496  =   0.99997575
 FJ1061!UTM  14      -   0.99994080  x   0.99975211  =   0.99969292
 FJ1061
 FJ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1109917090(NAD 83)
 FJ1061
 FJ1061                          SUPERSEDED SURVEY CONTROL
 FJ1061
 FJ1061  NAD 83(1986)-  35 23 27.57489(N)    097 46 36.02592(W) AD(       ) 2
 FJ1061  NAD 27      -  35 23 27.36384(N)    097 46 34.86728(W) AD(       ) 2
 FJ1061
 FJ1061.Superseded values are not recommended for survey control.
 FJ1061
 FJ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1061.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1061
 FJ1061_MARKER: 41 = ANTENNA MAST
 FJ1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1061
 FJ1061  HISTORY     - Date     Condition        Report By
 FJ1061  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1061
 FJ1061                          STATION DESCRIPTION
 FJ1061
 FJ1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1061'STATION IS ABOUT 3 MILES WEST OF MUSTANG, ON LAND OWNED BY
 FJ1061'C.R. SPITLER.  A TRAVERSE CONNECTION WAS MADE TO THE CENTER
 FJ1061'POLE OF THE ANTENNA ARRAY TO TRIANGULATION STATION SPITLER
 FJ1061'AND THE DISTANCE WAS FOUND TO BE 87.07 FEET OR 26.541 METERS.
 FJ1061'THE DISTANCE WAS MEASURED WITH A 30 METER STEEL TAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0863 ***********************************************************************
 FJ0863  DESIGNATION -  FAN MARKER SPENCER
 FJ0863  PID         -  FJ0863
 FJ0863  STATE/COUNTY-  OK/OKLAHOMA
 FJ0863  COUNTRY     -  US
 FJ0863  USGS QUAD   -  SPENCER (2018)
 FJ0863
 FJ0863                         *CURRENT SURVEY CONTROL
 FJ0863  ______________________________________________________________________
 FJ0863* NAD 83(1993) POSITION- 35 36 32.26866(N) 097 23 01.37259(W)   ADJUSTED
 FJ0863* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 FJ0863  ______________________________________________________________________
 FJ0863  GEOID HEIGHT    -        -27.280 (meters)                     GEOID18
 FJ0863  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 FJ0863  HORZ ORDER      -  THIRD
 FJ0863
 FJ0863.The horizontal coordinates were established by classical geodetic methods
 FJ0863.and adjusted by the National Geodetic Survey in November 1994.
 FJ0863
 FJ0863.The orthometric height was scaled from a topographic map.
 FJ0863
 FJ0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0863.GEOID18 height accuracy estimate available here.
 FJ0863
 FJ0863.Click photographs - Photos may exist for this station.
 FJ0863
 FJ0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0863
 FJ0863. The following values were computed from the NAD 83(1993) position.
 FJ0863
 FJ0863;                    North         East     Units Scale Factor Converg.
 FJ0863;SPC OK N     -    67,743.619   655,838.796   MT  0.99999259   +0 21 49.3
 FJ0863;SPC OK N     -   222,255.52  2,151,697.78   sFT  0.99999259   +0 21 49.3
 FJ0863;UTM  14      - 3,941,780.653   646,394.011   MT  0.99986410   +0 56 28.5
 FJ0863
 FJ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0863!SPC OK N     -   0.99994997  x   0.99999259  =   0.99994256
 FJ0863!UTM  14      -   0.99994997  x   0.99986410  =   0.99981407
 FJ0863
 FJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4639441780(NAD 83)
 FJ0863
 FJ0863                          SUPERSEDED SURVEY CONTROL
 FJ0863
 FJ0863  NAD 83(1986)-  35 36 32.27497(N)    097 23 01.35530(W) AD(       ) 3
 FJ0863  NAD 27      -  35 36 32.06805(N)    097 23 00.22016(W) AD(       ) 3
 FJ0863
 FJ0863.Superseded values are not recommended for survey control.
 FJ0863
 FJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0863.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0863
 FJ0863_MARKER: I = METAL ROD
 FJ0863_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0863+WITH SETTING: INFORMATION.
 FJ0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0863
 FJ0863  HISTORY     - Date     Condition        Report By
 FJ0863  HISTORY     - 1955     MONUMENTED       CGS
 FJ0863
 FJ0863                          STATION DESCRIPTION
 FJ0863
 FJ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0863'THE STATION IS THE CENTER OF THE TOP OF A 2 INCH GALVANIZED
 FJ0863'IRON PIPE THAT PROJECTS ABOUT 2 FEET.  IT IS AT THE BASE
 FJ0863'OF THE CENTER ONE OF THE WOOD 4 X 4 INCH GREEN POSTS SOUTH
 FJ0863'OF THE WHITE BUILDING.
 FJ0863'
 FJ0863'THE INSTALLATION IS LOCATED ABOUT 13 MILES NORTH OF TINKER
 FJ0863'FIELD AND 0.25 MILES NORTH OF THE TURNER TURNPIKE, AND 90
 FJ0863'FEET SOUTHWEST OF TRIANGULATION STATION FAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0697 ***********************************************************************
 GJ0697  DESIGNATION -  FARGO
 GJ0697  PID         -  GJ0697
 GJ0697  STATE/COUNTY-  OK/ELLIS
 GJ0697  COUNTRY     -  US
 GJ0697  USGS QUAD   -  FARGO SW (2018)
 GJ0697
 GJ0697                         *CURRENT SURVEY CONTROL
 GJ0697  ______________________________________________________________________
 GJ0697* NAD 83(1993) POSITION- 36 20 13.85813(N) 099 38 10.89789(W)   ADJUSTED
 GJ0697* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) SCALED
 GJ0697  ______________________________________________________________________
 GJ0697  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GJ0697  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 GJ0697  HORZ ORDER      -  SECOND
 GJ0697
 GJ0697.The horizontal coordinates were established by classical geodetic methods
 GJ0697.and adjusted by the National Geodetic Survey in November 1994.
 GJ0697
 GJ0697.The orthometric height was scaled from a topographic map.
 GJ0697
 GJ0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0697.GEOID18 height accuracy estimate available here.
 GJ0697
 GJ0697.Click photographs - Photos may exist for this station.
 GJ0697
 GJ0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0697
 GJ0697. The following values were computed from the NAD 83(1993) position.
 GJ0697
 GJ0697;                    North         East     Units Scale Factor Converg.
 GJ0697;SPC OK N     -   149,603.065   453,104.654   MT  0.99994978   -0 57 56.5
 GJ0697;SPC OK N     -   490,822.72  1,486,560.85   sFT  0.99994978   -0 57 56.5
 GJ0697;UTM  14      - 4,021,535.933   442,891.128   MT  0.99964018   -0 22 37.5
 GJ0697
 GJ0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0697!SPC OK N     -   0.99989455  x   0.99994978  =   0.99984433
 GJ0697!UTM  14      -   0.99989455  x   0.99964018  =   0.99953477
 GJ0697
 GJ0697:                Primary Azimuth Mark                     Grid Az
 GJ0697:SPC OK N     -  FARGO AZ MK                              005 54 15.3
 GJ0697:UTM  14      -  FARGO AZ MK                              005 18 56.3
 GJ0697
 GJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4289121535(NAD 83)
 GJ0697
 GJ0697|---------------------------------------------------------------------|
 GJ0697| PID    Reference Object                     Distance      Geod. Az  |
 GJ0697|                                                           dddmmss.s |
 GJ0697| CK8669 FARGO AZ MK                                        0045618.8 |
 GJ0697| CK8671 FARGO RM 2                           28.155 METERS 00618     |
 GJ0697| GJ0692 FARGO GRAIN CO WEST ELEVATOR        APPROX. 4.5 KM 0124628.2 |
 GJ0697| GJ0694 FARGO MUNICIPAL WATER TANK          APPROX. 3.9 KM 0151545.6 |
 GJ0697| GJ0725 SHATTUCK KYLE MOORE TV MAST         APPROX.22.7 KM 2484811.0 |
 GJ0697| GJ0722 GAGE MUN AIRPORT BEACON             APPROX.12.7 KM 2492803.4 |
 GJ0697| GJ0728 SHATTUCK GRAIN CO ELEVATOR          APPROX.22.6 KM 2534300.9 |
 GJ0697| CK8670 FARGO RM 1                           21.848 METERS 25442     |
 GJ0697| GJ0695 RNG GAGE RADIO GA                   APPROX. 9.4 KM 2564154.5 |
 GJ0697| GJ0721 GAGE MUNICIPAL WATER TANK           APPROX.10.7 KM 2603412.0 |
 GJ0697| GJ0730 VORTAC GAGE RADIO GAG               APPROX.21.9 KM 2715825.4 |
 GJ0697|---------------------------------------------------------------------|
 GJ0697
 GJ0697                          SUPERSEDED SURVEY CONTROL
 GJ0697
 GJ0697  NAD 83(1986)-  36 20 13.86443(N)    099 38 10.88675(W) AD(       ) 2
 GJ0697  NAD 27      -  36 20 13.72628(N)    099 38 09.47236(W) AD(       ) 2
 GJ0697
 GJ0697.Superseded values are not recommended for survey control.
 GJ0697
 GJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0697.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0697
 GJ0697_MARKER: DD = SURVEY DISK
 GJ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0697_STAMPING: FARGO 1938
 GJ0697_MARK LOGO: USACE
 GJ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0697+STABILITY: SURFACE MOTION
 GJ0697
 GJ0697  HISTORY     - Date     Condition        Report By
 GJ0697  HISTORY     - 1938     MONUMENTED       USACE
 GJ0697  HISTORY     - 1963     GOOD             CGS
 GJ0697  HISTORY     - 1976     GOOD             NGS
 GJ0697
 GJ0697                          STATION DESCRIPTION
 GJ0697
 GJ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0697'THE STATION IS ABOUT 7 MILES NORTH-NORTHEAST OF GAGE, 2-1/2 MILES
 GJ0697'SOUTH-SOUTHEAST OF FARGO AND ON THE HIGHEST POINT OF A BUTTE IN
 GJ0697'PASTURE LAND OWNED BY ABE HARTLEY.
 GJ0697'
 GJ0697'TO REACH THE STATION FROM THE POST OFFICE IN FARGO, GO SOUTH ON
 GJ0697'PAVED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT, (WEST) FOR 0.65
 GJ0697'MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 GJ0697'AT THE NORTH END OF THE DRIVEWAY.  TURN LEFT INTO DRIVEWAY AND GO
 GJ0697'SOUTH FOR 0.15 MILE TO A GATE AT THE SOUTHEAST CORNER OF A BARN,
 GJ0697'PASS THROUGH THE GATE AND GO EAST THROUGH LANE INTO PASTURE FOR 0.1
 GJ0697'MILE, TURN RIGHT, (SOUTH) FOLLOWING FENCE LINE FOR 0.6 MILE TO THE
 GJ0697'TOP OF THE BUTTE AND STATION.
 GJ0697'
 GJ0697'THE STATION MARK IS A U. S. ENGINEERS BRONZE DISK, STAMPED FARGO
 GJ0697'1938, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST PROJECTING 2
 GJ0697'INCHES.  IT IS 200 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 GJ0697'BUTTE, 150 FEET NORTH OF THE SOUTH END OF THE BUTTE, 76 FEET EAST
 GJ0697'OF THE WEST EDGE OF THE BUTTE, 61 FEET WEST OF THE EAST EDGE OF
 GJ0697'THE BUTTE, 27.8 FEET SOUTH-SOUTHWEST OF A LARGE CROSS AND 3 FEET
 GJ0697'WEST OF A METAL WITNESS POST.
 GJ0697'
 GJ0697'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FARGO USE NO 1 1963,
 GJ0697'CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 3 FOOT ROCK OUTCROP
 GJ0697'PROJECTING 2 INCHES.  IT IS 91.3 FEET SOUTHWEST OF THE CROSS, 12
 GJ0697'FEET EAST OF THE WEST EDGE OF THE BUTTE AND ABOUT 2 FOOT LOWER
 GJ0697'THAN THE STATION.
 GJ0697'
 GJ0697'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FARGO USE NO 2 1963,
 GJ0697'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT ROCK OUTCROP PROJECTING
 GJ0697'2 INCHES.  IT IS 65.6 FEET NORTHWEST OF THE CROSS, 80 FEET
 GJ0697'SOUTHWEST OF THE NORTHEAST END OF THE BUTTE, 8 FEET SOUTHEAST OF
 GJ0697'THE NORTHWEST EDGE OF THE BUTTE AND ABOUT 3 FEET LOWER THAN THE
 GJ0697'STATION.
 GJ0697'
 GJ0697'AZIMUTH MARK IS A STANDARD DISK, STAMPED FARGO USE 1963, SET IN THE
 GJ0697'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0697'26 FEET NORTH OF THE CENTERLINE OF A
 GJ0697'GRADED ROAD, 3 FEET SOUTH OF A POWER LINE POLE, 1.3 FEET EAST OF A
 GJ0697'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 GJ0697'
 GJ0697'THE CROSS IS AN 8 INCH POLE ABOUT 20 FEET HIGH WITH A 20 FOOT
 GJ0697'BEAM ACROSS THE TOP AND IT IS PAINTED RED.  IT IS 150 FEET SOUTH OF
 GJ0697'THE NORTH-NORTHEAST END OF THE BUTTE, 75 FEET EAST OF THE WEST EDGE
 GJ0697'OF THE BUTTE AND 60 FEET WEST OF THE EAST EDGE OF THE BUTTE.
 GJ0697
 GJ0697                          STATION RECOVERY (1976)
 GJ0697
 GJ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0697'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0697'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0692 ***********************************************************************
 GJ0692  DESIGNATION -  FARGO GRAIN CO WEST ELEVATOR
 GJ0692  PID         -  GJ0692
 GJ0692  STATE/COUNTY-  OK/ELLIS
 GJ0692  COUNTRY     -  US
 GJ0692  USGS QUAD   -  FARGO NW (2018)
 GJ0692
 GJ0692                         *CURRENT SURVEY CONTROL
 GJ0692  ______________________________________________________________________
 GJ0692* NAD 83(1993) POSITION- 36 22 36.52482(N) 099 37 30.89722(W)   ADJUSTED
 GJ0692  ______________________________________________________________________
 GJ0692  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0692  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 GJ0692  HORZ ORDER      -  THIRD
 GJ0692
 GJ0692.The horizontal coordinates were established by classical geodetic methods
 GJ0692.and adjusted by the National Geodetic Survey in November 1994.
 GJ0692
 GJ0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0692.GEOID18 height accuracy estimate available here.
 GJ0692
 GJ0692.Click photographs - Photos may exist for this station.
 GJ0692
 GJ0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0692
 GJ0692. The following values were computed from the NAD 83(1993) position.
 GJ0692
 GJ0692;                    North         East     Units Scale Factor Converg.
 GJ0692;SPC OK N     -   153,983.006   454,175.624   MT  0.99995206   -0 57 32.9
 GJ0692;SPC OK N     -   505,192.58  1,490,074.53   sFT  0.99995206   -0 57 32.9
 GJ0692;UTM  14      - 4,025,925.275   443,916.740   MT  0.99963875   -0 22 15.0
 GJ0692
 GJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4391625925(NAD 83)
 GJ0692
 GJ0692                          SUPERSEDED SURVEY CONTROL
 GJ0692
 GJ0692  NAD 83(1986)-  36 22 36.53108(N)    099 37 30.88596(W) AD(       ) 3
 GJ0692  NAD 27      -  36 22 36.39475(N)    099 37 29.47716(W) AD(       ) 3
 GJ0692
 GJ0692.Superseded values are not recommended for survey control.
 GJ0692
 GJ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0692.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0692
 GJ0692_MARKER: 65 = GRAIN ELEVATOR
 GJ0692
 GJ0692  HISTORY     - Date     Condition        Report By
 GJ0692  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0692
 GJ0692                          STATION DESCRIPTION
 GJ0692
 GJ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0692'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 170 FOOT
 GJ0692'HIGH AND THE WEST ONE OF TWO ELEVATORS, LOCATED NEAR THE CENTER OF
 GJ0692'TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0694 ***********************************************************************
 GJ0694  DESIGNATION -  FARGO MUNICIPAL WATER TANK
 GJ0694  PID         -  GJ0694
 GJ0694  STATE/COUNTY-  OK/ELLIS
 GJ0694  COUNTRY     -  US
 GJ0694  USGS QUAD   -  FARGO SW (2018)
 GJ0694
 GJ0694                         *CURRENT SURVEY CONTROL
 GJ0694  ______________________________________________________________________
 GJ0694* NAD 83(1993) POSITION- 36 22 14.81346(N) 099 37 30.08577(W)   ADJUSTED
 GJ0694  ______________________________________________________________________
 GJ0694  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0694  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 GJ0694  HORZ ORDER      -  THIRD
 GJ0694
 GJ0694.The horizontal coordinates were established by classical geodetic methods
 GJ0694.and adjusted by the National Geodetic Survey in November 1994.
 GJ0694
 GJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0694.GEOID18 height accuracy estimate available here.
 GJ0694
 GJ0694.Click photographs - Photos may exist for this station.
 GJ0694
 GJ0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0694
 GJ0694. The following values were computed from the NAD 83(1993) position.
 GJ0694
 GJ0694;                    North         East     Units Scale Factor Converg.
 GJ0694;SPC OK N     -   153,313.565   454,184.646   MT  0.99995168   -0 57 32.4
 GJ0694;SPC OK N     -   502,996.25  1,490,104.13   sFT  0.99995168   -0 57 32.4
 GJ0694;UTM  14      - 4,025,256.172   443,932.630   MT  0.99963873   -0 22 14.4
 GJ0694
 GJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4393225256(NAD 83)
 GJ0694
 GJ0694                          SUPERSEDED SURVEY CONTROL
 GJ0694
 GJ0694  NAD 83(1986)-  36 22 14.81970(N)    099 37 30.07438(W) AD(       ) 3
 GJ0694  NAD 27      -  36 22 14.68373(N)    099 37 28.65994(W) AD(       ) 3
 GJ0694
 GJ0694.Superseded values are not recommended for survey control.
 GJ0694
 GJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0694.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0694
 GJ0694_MARKER: 53 = ELEVATED TANK
 GJ0694
 GJ0694  HISTORY     - Date     Condition        Report By
 GJ0694  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0694
 GJ0694                          STATION DESCRIPTION
 GJ0694
 GJ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0694'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH ELEVATED
 GJ0694'TANK, LOCATED 0.3 MILE SOUTH AND 0.1 MILE WEST OF THE CENTER OF
 GJ0694'TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0726 ***********************************************************************
 EM0726  DESIGNATION -  FAXON
 EM0726  PID         -  EM0726
 EM0726  STATE/COUNTY-  OK/COTTON
 EM0726  COUNTRY     -  US
 EM0726  USGS QUAD   -  FAXON (2018)
 EM0726
 EM0726                         *CURRENT SURVEY CONTROL
 EM0726  ______________________________________________________________________
 EM0726* NAD 83(1993) POSITION- 34 24 21.80799(N) 098 33 19.38379(W)   ADJUSTED
 EM0726* NAVD 88 ORTHO HEIGHT -   341.0   (meters)     1119.    (feet) VERTCON3
 EM0726  ______________________________________________________________________
 EM0726  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 EM0726  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC18
 EM0726  HORZ ORDER      -  SECOND
 EM0726
 EM0726.The horizontal coordinates were established by classical geodetic methods
 EM0726.and adjusted by the National Geodetic Survey in November 1994.
 EM0726
 EM0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0726
 EM0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0726.GEOID18 height accuracy estimate available here.
 EM0726
 EM0726.Click photographs - Photos may exist for this station.
 EM0726
 EM0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0726
 EM0726. The following values were computed from the NAD 83(1993) position.
 EM0726
 EM0726;                    North         East     Units Scale Factor Converg.
 EM0726;SPC OK S     -   119,130.391   548,939.645   MT  0.99994075   -0 18 54.9
 EM0726;SPC OK S     -   390,846.96  1,800,979.49   sFT  0.99994075   -0 18 54.9
 EM0726;UTM  14      - 3,807,269.939   540,863.037   MT  0.99962058   +0 15 04.4
 EM0726
 EM0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0726!SPC OK S     -   0.99995058  x   0.99994075  =   0.99989134
 EM0726!UTM  14      -   0.99995058  x   0.99962058  =   0.99957118
 EM0726
 EM0726:                Primary Azimuth Mark                     Grid Az
 EM0726:SPC OK S     -  FAXON AZ MK                              198 41 07.1
 EM0726:UTM  14      -  FAXON AZ MK                              198 07 07.8
 EM0726
 EM0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4086307269(NAD 83)
 EM0726
 EM0726|---------------------------------------------------------------------|
 EM0726| PID    Reference Object                     Distance      Geod. Az  |
 EM0726|                                                           dddmmss.s |
 EM0726| CX7183 FAXON RM 1                            8.127 METERS 09629     |
 EM0726| CX7182 FAXON AZ MK                                        1982212.2 |
 EM0726| EM0733 CHATTANOOGA MUNICIPAL TANK          APPROX. 9.5 KM 2794310.5 |
 EM0726| EM0725 FAXON MUNICIPAL TANK                APPROX. 6.2 KM 3383534.7 |
 EM0726| CX7184 FAXON RM 2                           20.104 METERS 34103     |
 EM0726|---------------------------------------------------------------------|
 EM0726
 EM0726                          SUPERSEDED SURVEY CONTROL
 EM0726
 EM0726  NAD 83(1986)-  34 24 21.81187(N)    098 33 19.36686(W) AD(       ) 2
 EM0726  NAD 27      -  34 24 21.51400(N)    098 33 18.16000(W) AD(       ) 2
 EM0726  NGVD 29 (07/19/86)  340.9    (m)         1118.     (f) VERT ANG       
 EM0726
 EM0726.Superseded values are not recommended for survey control.
 EM0726
 EM0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0726.See file dsdata.pdf to determine how the superseded data were derived.
 EM0726
 EM0726_MARKER: DS = TRIANGULATION STATION DISK
 EM0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0726_STAMPING: FAXON 1948
 EM0726_MARK LOGO: CGS
 EM0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0726+STABILITY: SURFACE MOTION
 EM0726
 EM0726  HISTORY     - Date     Condition        Report By
 EM0726  HISTORY     - 1948     MONUMENTED       CGS
 EM0726  HISTORY     - 1963     GOOD             CGS
 EM0726
 EM0726                          STATION DESCRIPTION
 EM0726
 EM0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0726'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH AND 1.0 MILE
 EM0726'EAST OF FAXON ON RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE
 EM0726'ROAD.  IT IS 3.0 FEET NORTH OF AN EAST-WEST FENCE LINE, 6.5
 EM0726'FEET EAST-NORTHEAST OF A WITNESS POST AND 26.0 FEET SOUTH OF
 EM0726'THE CENTER OF A GRADED ROAD.  IT PROJECTS 6 INCHES AND IS
 EM0726'STAMPED FAXON 1948.
 EM0726'
 EM0726'REFERENCE MARK NO. 1 IS 0.5 FOOT NORTH OF AN EAST-WEST FENCE
 EM0726'LINE AND 23.5 FEET SOUTH OF THE CENTER OF A GRADED ROAD.
 EM0726'IT PROJECTS 5 INCHES AND IS STAMPED FAXON NO 1 1948.
 EM0726'
 EM0726'REFERENCE MARK NO. 2 IS 0.4 FOOT SOUTH OF AN EAST-WEST FENCE
 EM0726'LINE AND 36.0 FEET NORTH OF THE CENTER OF A GRADED ROAD.
 EM0726'IT PROJECTS 3 INCHES AND IS STAMPED FAXON NO 2 1948.
 EM0726'
 EM0726'AZIMUTH MARK IS 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 EM0726'2.5 FEET SOUTH OF A WITNESS POST AND 29.0 FEET EAST OF THE
 EM0726'CENTER OF A GRADED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED
 EM0726'FAXON 1948.
 EM0726'
 EM0726'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 EM0726'NO. 277 AND STATE ROUTE NO. 7 IN THE SOUTHEAST EDGE OF LAWTON, GO
 EM0726'SOUTHWESTERLY AND SOUTH ON U.S. HIGHWAY NO. 277 FOR 16.9 MILES
 EM0726'TO WHERE U.S. HIGHWAY NO. 277 TURNS WEST AND STATE ROUTE
 EM0726'NO. 5 LEADS EAST.  TURN RIGHT AND CONTINUE WEST ON U.S. HIGHWAY
 EM0726'NO. 277 FOR 3 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 277
 EM0726'AND STATE ROUTE NO. 5.  HERE GO WEST ON STATE ROUTE NO. 5 FOR
 EM0726'6.15 MILES TO A CROSSROAD AT SMALL STORE AND FILLING STATION
 EM0726'IN SOUTHWEST ANGLE OF INTERSECTION.  HERE TURN RIGHT AND GO
 EM0726'NORTH FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST
 EM0726'ABOUT 0.1 TO HIGHEST POINT OF RISE AND STATION ON THE
 EM0726'RIGHT AS DESCRIBED.
 EM0726'
 EM0726'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ABOUT 0.1
 EM0726'MILE TO CROSSROAD, TURN LEFT AND GO SOUTH ABOUT 0.35 MILE
 EM0726'TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 EM0726'
 EM0726'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE AT 4 FEET.
 EM0726'
 EM0726'A 47 FOOT SIGNAL AT LOVELAND IS VISIBLE AT 4 FEET.
 EM0726'
 EM0726'A 74 FOOT SIGNAL AT HOLLIDAY IS VISIBLE AT 4 FEET.
 EM0726
 EM0726                          STATION RECOVERY (1963)
 EM0726
 EM0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0726'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0726'IT IS IN THE NW 1/4 OF SEC. 10, T. 2 N., R. 13 W., 113 FEET
 EM0726'WEST FROM THE CENTER OF A DRIVEWAY INTO FIELD ON THE NORTH
 EM0726'SIDE OF THE ROAD AND 27 FEET SOUTH FROM THE CENTER OF THE
 EM0726'EAST-WEST SECTION LINE ROAD, 3 FEET NORTH OF THE EAST-WEST
 EM0726'FENCE LINE AND THE MARK PROJECTS 3 INCHES.
 EM0726'
 EM0726'R.M. NO. 1 IS 30 FEET SOUTH FROM THE CENTER OF THE ROAD AND
 EM0726'86.5 FEET WEST FROM THE CENTER OF THE DRIVEWAY INTO FIELD,
 EM0726'UNDER THE EAST-WEST FENCE LINE AND FLUSH WITH GROUND SURFACE.
 EM0726'
 EM0726'R.M. NO. 2 IS 35 FEET NORTH FROM THE CENTER OF THE ROAD, 0.5
 EM0726'FOOT NORTH OF THE EAST-WEST FENCE LINE AND 1 INCH BELOW
 EM0726'THE SURFACE OF THE GROUND.
 EM0726'
 EM0726'AZIMUTH MARK FOUND AS DESCRIBED EXCEPT IT IS ABOUT LEVEL WITH
 EM0726'THE DIRT THAT HAS DRIFTED INTO THE FENCE LINE.
 EM0726'
 EM0726'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 281 WITH
 EM0726'STATE HIGHWAY 5 ABOUT 8-1/4 MILES WEST OF WALTERS, GO WEST ON
 EM0726'HIGHWAY 5 FOR 6.1 MILES TO CROSSROADS AT THE BIBLE BAPTIST
 EM0726'CHURCH IN THE SE ANGLE, TURN RIGHT AND GO NORTH FOR 3.0 MILES
 EM0726'TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.1 MILE TO STATION
 EM0726'ON THE RIGHT JUST BEFORE REACHING GATE INTO FIELD ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0725 ***********************************************************************
 EM0725  DESIGNATION -  FAXON MUNICIPAL TANK
 EM0725  PID         -  EM0725
 EM0725  STATE/COUNTY-  OK/COMANCHE
 EM0725  COUNTRY     -  US
 EM0725  USGS QUAD   -  FAXON (2018)
 EM0725
 EM0725                         *CURRENT SURVEY CONTROL
 EM0725  ______________________________________________________________________
 EM0725* NAD 83(1993) POSITION- 34 27 28.15213(N) 098 34 47.58287(W)   ADJUSTED
 EM0725  ______________________________________________________________________
 EM0725  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 EM0725  LAPLACE CORR    -          4.20  (seconds)                    DEFLEC18
 EM0725  HORZ ORDER      -  THIRD
 EM0725
 EM0725.The horizontal coordinates were established by classical geodetic methods
 EM0725.and adjusted by the National Geodetic Survey in November 1994.
 EM0725
 EM0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0725.GEOID18 height accuracy estimate available here.
 EM0725
 EM0725.Click photographs - Photos may exist for this station.
 EM0725
 EM0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0725
 EM0725. The following values were computed from the NAD 83(1993) position.
 EM0725
 EM0725;                    North         East     Units Scale Factor Converg.
 EM0725;SPC OK S     -   124,884.614   546,720.221   MT  0.99993836   -0 19 44.9
 EM0725;SPC OK S     -   409,725.60  1,793,697.93   sFT  0.99993836   -0 19 44.9
 EM0725;UTM  14      - 3,813,000.096   538,587.540   MT  0.99961835   +0 14 15.7
 EM0725
 EM0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3858713000(NAD 83)
 EM0725
 EM0725                          SUPERSEDED SURVEY CONTROL
 EM0725
 EM0725  NAD 83(1986)-  34 27 28.15614(N)    098 34 47.56584(W) AD(       ) 3
 EM0725  NAD 27      -  34 27 27.87100(N)    098 34 46.36000(W) AD(       ) 3
 EM0725
 EM0725.Superseded values are not recommended for survey control.
 EM0725
 EM0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0725.See file dsdata.pdf to determine how the superseded data were derived.
 EM0725
 EM0725_MARKER: 53 = ELEVATED TANK
 EM0725
 EM0725  HISTORY     - Date     Condition        Report By
 EM0725  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0725
 EM0725                          STATION DESCRIPTION
 EM0725
 EM0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0725'THE STATION IS LOCATED 0.2 MILE EAST OF THE CENTER OF TOWN,
 EM0725'0.1 MILE NORTH OF STATE HIGHWAY NO. 36, AND 27.5 FEET SOUTHEAST
 EM0725'OF THE CENTER OF INTERSECTION OF A T STREET.  IT IS A SMALL
 EM0725'ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  IT HAS
 EM0725'AN OVERALL HEIGHT OF 62.6 FEET AND THE POINT OBSERVED UPON WAS
 EM0725'THE BALL AT THE APEX OF THE TANKS ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1419 ***********************************************************************
 GL1419  DESIGNATION -  FELT
 GL1419  PID         -  GL1419
 GL1419  STATE/COUNTY-  OK/CIMARRON
 GL1419  COUNTRY     -  US
 GL1419  USGS QUAD   -  FELT (2018)
 GL1419
 GL1419                         *CURRENT SURVEY CONTROL
 GL1419  ______________________________________________________________________
 GL1419* NAD 83(1997) POSITION- 36 36 35.99172(N) 102 46 11.31768(W)   ADJUSTED
 GL1419* NAVD 88 ORTHO HEIGHT -  1362.61  (+/-2cm)     4470.5   (feet) VERTCON3
 GL1419  ______________________________________________________________________
 GL1419  GEOID HEIGHT    -        -23.158 (meters)                     GEOID18
 GL1419  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC18
 GL1419  HORZ ORDER      -  FIRST
 GL1419  VERT ORDER      -  THIRD ? (See Below)
 GL1419
 GL1419.The horizontal coordinates were established by classical geodetic methods
 GL1419.and adjusted by the National Geodetic Survey in October 1998.
 GL1419
 GL1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1419
 GL1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1419.GEOID18 height accuracy estimate available here.
 GL1419
 GL1419.The vertical order pertains to the NGVD 29 superseded value.
 GL1419
 GL1419.Click photographs - Photos may exist for this station.
 GL1419
 GL1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1419
 GL1419. The following values were computed from the NAD 83(1997) position.
 GL1419
 GL1419;                    North         East     Units Scale Factor Converg.
 GL1419;SPC OK N     -   189,117.581   173,454.890   MT  0.99997516   -2 48 53.6
 GL1419;SPC OK N     -   620,463.26    569,076.58   sFT  0.99997516   -2 48 53.6
 GL1419;SPC TX N     - 1,290,298.696    86,386.047   MT  1.00012747   -0 44 09.2
 GL1419;SPC TX N     - 4,233,254.97    283,418.22   sFT  1.00012747   -0 44 09.2
 GL1419;UTM  13      - 4,053,925.243   699,457.019   MT  1.00009016   +1 19 49.6
 GL1419
 GL1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1419!SPC OK N     -   0.99978983  x   0.99997516  =   0.99976500
 GL1419!SPC TX N     -   0.99978983  x   1.00012747  =   0.99991728
 GL1419!UTM  13      -   0.99978983  x   1.00009016  =   0.99987997
 GL1419
 GL1419:                Primary Azimuth Mark                     Grid Az
 GL1419:SPC OK N     -  FELT RM 2                                350 36 07.8
 GL1419:SPC TX N     -  FELT RM 2                                348 31 23.4
 GL1419:UTM  13      -  FELT RM 2                                346 27 24.6
 GL1419
 GL1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9945753925(NAD 83)
 GL1419
 GL1419|---------------------------------------------------------------------|
 GL1419| PID    Reference Object                     Distance      Geod. Az  |
 GL1419|                                                           dddmmss.s |
 GL1419| CM8067 FELT RM 1                            27.377 METERS 25348     |
 GL1419| CM8068 FELT RM 2                                          3474714.2 |
 GL1419|---------------------------------------------------------------------|
 GL1419
 GL1419                          SUPERSEDED SURVEY CONTROL
 GL1419
 GL1419  NAD 83(1993)-  36 36 35.99004(N)    102 46 11.31835(W) AD(       ) 1
 GL1419  NAD 83(1992)-  36 36 35.99784(N)    102 46 11.31903(W) AD(       ) 1
 GL1419  NAD 83(1986)-  36 36 36.00148(N)    102 46 11.31297(W) AD(       ) 1
 GL1419  NAD 27      -  36 36 35.90800(N)    102 46 09.61100(W) AD(       ) 1
 GL1419  NGVD 29            1362.02   (m)         4468.6    (f) LEVELING    3  
 GL1419
 GL1419.Superseded values are not recommended for survey control.
 GL1419
 GL1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1419.See file dsdata.pdf to determine how the superseded data were derived.
 GL1419
 GL1419_MARKER: DS = TRIANGULATION STATION DISK
 GL1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1419_STAMPING: FELT 1931
 GL1419_MARK LOGO: CGS
 GL1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1419+STABILITY: SURFACE MOTION
 GL1419
 GL1419  HISTORY     - Date     Condition        Report By
 GL1419  HISTORY     - 1931     MONUMENTED       CGS
 GL1419  HISTORY     - 1934     GOOD             CGS
 GL1419  HISTORY     - 1966     GOOD             USGS
 GL1419
 GL1419                          STATION DESCRIPTION
 GL1419
 GL1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1419'STATION IS ABOUT 3 MILES N AND 1-1/2 MILES E OF TOWN OF
 GL1419'FELT, ABOUT 1/2 MILE N OF THE N ROCK OF THE CANADIAN RIVER
 GL1419'(SHOWN ON SOME MAPS AS THE BEAVER RIVER), ABOUT 0.1 MILE W
 GL1419'AND 0.4 MILE N OF THE SE CORNER OF SEC. 30, T 2 N, R 3 E,
 GL1419'ON A SMALL KNOLL, THE HIGHEST POINT IN THE VICINITY, IN PASTURE
 GL1419'LAND.
 GL1419'
 GL1419'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GL1419'CONCRETE.  NO UNDERGROUND MARK SET.
 GL1419'
 GL1419'BOTH REFERENCE MARKS PROJECT ABOUT 2 INCHES ABOVE THE SURFACE,
 GL1419'REFERENCE MARK NO. 1 IS 89.82 FEET FROM STATION, S 73 DEG
 GL1419'48 MIN W.  REFERENCE MARK NO. 2 IS 8.0 METERS (26 FEET)
 GL1419'W OF CATTLE GUARD, 0.24 METER (0.8 FOOT) S OF FENCE LINE,
 GL1419'AND APPROXIMATELY 0.6 MILE FROM STATION, N 12 DEG 13 MIN W.
 GL1419'
 GL1419'STATION IS REACHED FROM FELT E ON ROAD THAT IS S OF ELEVATOR,
 GL1419'0.35 MILE TO SECTION LINE ROAD TO N, N 3-1/2 MILES TO SECTION
 GL1419'LINE ROAD INTERSECTION AT POINT WHERE ALL SECTIONS ARE
 GL1419'UNDER CULTIVATION, AND ONLY SECTION TO SE IS FENCED, THERE
 GL1419'TURN E ON N SIDE OF FENCE AND GO 0.85 MILE TO GATE AND
 GL1419'CATTLE GUARD TO S, GO S THROUGH FENCE THEN BEAR A LITTLE E OF
 GL1419'S AND GO 0.6 MILE TO KNOLL AND STATION.
 GL1419
 GL1419                          STATION RECOVERY (1934)
 GL1419
 GL1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1419'THIS STATION WAS VISITED BY A LIGHTKEEPER AND NOT BY AN
 GL1419'OBSERVING PARTY.  THE STATION, REFERENCE AND AZIMUTH MARKS
 GL1419'WERE RECOVERED IN GOOD CONDITION.
 GL1419
 GL1419                          STATION RECOVERY (1966)
 GL1419
 GL1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL1419'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0807 ***********************************************************************
 EL0807  DESIGNATION -  FERNDALE
 EL0807  PID         -  EL0807
 EL0807  STATE/COUNTY-  OK/SEMINOLE
 EL0807  COUNTRY     -  US
 EL0807  USGS QUAD   -  VAMOOSA (2018)
 EL0807
 EL0807                         *CURRENT SURVEY CONTROL
 EL0807  ______________________________________________________________________
 EL0807* NAD 83(1993) POSITION- 34 59 33.36525(N) 096 44 29.83388(W)   ADJUSTED
 EL0807* NAVD 88 ORTHO HEIGHT -   317.    (meters)     1040.    (feet) SCALED
 EL0807  ______________________________________________________________________
 EL0807  GEOID HEIGHT    -        -26.686 (meters)                     GEOID18
 EL0807  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 EL0807  HORZ ORDER      -  SECOND
 EL0807
 EL0807.The horizontal coordinates were established by classical geodetic methods
 EL0807.and adjusted by the National Geodetic Survey in November 1994.
 EL0807
 EL0807.The orthometric height was scaled from a topographic map.
 EL0807
 EL0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0807.GEOID18 height accuracy estimate available here.
 EL0807
 EL0807.Click photographs - Photos may exist for this station.
 EL0807
 EL0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0807
 EL0807. The following values were computed from the NAD 83(1993) position.
 EL0807
 EL0807;                    North         East     Units Scale Factor Converg.
 EL0807;SPC OK S     -   184,770.513   714,878.073   MT  0.99996127   +0 42 51.4
 EL0807;SPC OK S     -   606,201.26  2,345,395.81   sFT  0.99996127   +0 42 51.4
 EL0807;UTM  14      - 3,874,552.853   706,117.832   MT  1.00012363   +1 17 44.1
 EL0807
 EL0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0807!SPC OK S     -   0.99995442  x   0.99996127  =   0.99991569
 EL0807!UTM  14      -   0.99995442  x   1.00012363  =   1.00007804
 EL0807
 EL0807:                Primary Azimuth Mark                     Grid Az
 EL0807:SPC OK S     -  FERNDALE AZ MK                           173 06 12.4
 EL0807:UTM  14      -  FERNDALE AZ MK                           172 31 19.7
 EL0807
 EL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0611774552(NAD 83)
 EL0807
 EL0807|---------------------------------------------------------------------|
 EL0807| PID    Reference Object                     Distance      Geod. Az  |
 EL0807|                                                           dddmmss.s |
 EL0807| CY1821 FERNDALE RM 2                        18.264 METERS 00218     |
 EL0807| CY1820 FERNDALE RM 1                        24.095 METERS 12432     |
 EL0807| CY1819 FERNDALE AZ MK                                     1734903.8 |
 EL0807| EL0828 KONAWA WATER TANK                   APPROX. 3.7 KM 1972125.4 |
 EL0807|---------------------------------------------------------------------|
 EL0807
 EL0807                          SUPERSEDED SURVEY CONTROL
 EL0807
 EL0807  NAD 83(1986)-  34 59 33.36826(N)    096 44 29.81939(W) AD(       ) 2
 EL0807  NAD 27      -  34 59 33.07620(N)    096 44 28.75215(W) AD(       ) 2
 EL0807
 EL0807.Superseded values are not recommended for survey control.
 EL0807
 EL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0807.See file dsdata.pdf to determine how the superseded data were derived.
 EL0807
 EL0807_MARKER: DS = TRIANGULATION STATION DISK
 EL0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0807_STAMPING: FERNDALE 1957
 EL0807_MARK LOGO: CGS
 EL0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0807+STABILITY: SURFACE MOTION
 EL0807
 EL0807  HISTORY     - Date     Condition        Report By
 EL0807  HISTORY     - 1957     MONUMENTED       CGS
 EL0807
 EL0807                          STATION DESCRIPTION
 EL0807
 EL0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0807'THE STATION IS ON A LOW, BARE HILL ABOUT 10 MILES EAST OF ASHER AND
 EL0807'2-1/4 MILES NORTH-NORTHEAST OF KONAWA.  IT IS ON THE PROPERTY OF
 EL0807'MR. EARL GASAWAY, IN THE SOUTHEAST QUARTER OF SECTION 14, R5E, T6N.
 EL0807'
 EL0807'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3, 39 AND
 EL0807'99 IN KONAWA, GO NORTHERLY ON HIGHWAYS 3 AND 99 FOR 0.8 MILE TO A
 EL0807'CROSSROADS, TURN LEFT AND GO NORTH FOR 0.9 MILE TO THE AZIMUTH MARK
 EL0807'ON THE RIGHT, CONTINUE NORTH FOR 0.35 MILE TO A CROSSROADS,
 EL0807'CONTINUE NORTH FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT AND A FARM
 EL0807'DRIVEWAY ON THE RIGHT, TURN LEFT AND GO WEST FOR 0.1 MILE TO A
 EL0807'CATTLE GUARD AND THE STATION ON THE RIGHT.
 EL0807'
 EL0807'THE STATION MARKS ARE STANDARD DISKS, STAMPED FERNDALE 1957.  THE
 EL0807'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 EL0807'PROJECTING 4 INCHES.  IT IS 176 FEET NORTHWEST OF THE NORTHWEST
 EL0807'CORNER OF A FARM HOME, 147 FEET NORTHWEST OF THE NORTHEAST CORNER
 EL0807'OF A GARAGE, 79 FEET NORTH-NORTHEAST OF THE CENTER OF THE CATTLE
 EL0807'GUARD, 30 FEET WEST OF THE CENTER OF A TRACK ROAD AND 2 FEET
 EL0807'EAST OF A FENCE.  A WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.
 EL0807'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EL0807'30 INCHES BELOW THE GROUND SURFACE.
 EL0807'
 EL0807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FERNDALE NO 1 1957,
 EL0807'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6
 EL0807'INCHES.  IT IS 99 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARM
 EL0807'HOME, 98 FEET EAST OF THE CENTER OF THE CATTLE GUARD, 83 FEET
 EL0807'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE AND
 EL0807'31 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.
 EL0807'
 EL0807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FERNDALE NO 2 1957,
 EL0807'SET IN THE TOP OF 10-INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 EL0807'IT IS 137 FEET NORTH OF THE CENTER OF THE CATTLE GUARD, 21 FEET
 EL0807'WEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET EAST OF THE FENCE.
 EL0807'
 EL0807'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FERNDALE 1957, SET
 EL0807'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 EL0807'IT IS 96 FEET SOUTH OF A POWERLINE POLE, 38 FEET SOUTH OF A FENCE
 EL0807'CORNER (CORNER OF YARD FENCE AND ROAD RIGHT-OF-WAY FENCE), 76 FEET
 EL0807'SOUTH OF THE ALIGNMENT OF THE SOUTH WALL OF A FARM HOME, 31 FEET
 EL0807'EAST OF THE CENTER OF A HARD SURFACED ROAD AND 1 FOOT WEST OF A
 EL0807'ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1 FOOT EAST OF
 EL0807'THE MARK.
 EL0807'
 EL0807'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0057 ***********************************************************************
 FK0057  DESIGNATION -  FF 114
 FK0057  PID         -  FK0057
 FK0057  STATE/COUNTY-  OK/BLAINE
 FK0057  COUNTRY     -  US
 FK0057  USGS QUAD   -  HITCHCOCK (2018)
 FK0057
 FK0057                         *CURRENT SURVEY CONTROL
 FK0057  ______________________________________________________________________
 FK0057* NAD 83(1993) POSITION- 35 56 31.07045(N) 098 21 10.42617(W)   ADJUSTED
 FK0057* NAD 83(1993) ELLIP HT-   382.445 (meters)        (11/28/94)   ADJUSTED
 FK0057* NAVD 88 ORTHO HEIGHT -   409.549 (meters)     1343.66  (feet) ADJUSTED
 FK0057  ______________________________________________________________________
 FK0057  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 FK0057  NAD 83(1993) X  -   -751,057.453 (meters)                     COMP
 FK0057  NAD 83(1993) Y  - -5,115,247.035 (meters)                     COMP
 FK0057  NAD 83(1993) Z  -  3,723,204.509 (meters)                     COMP
 FK0057  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 FK0057  DYNAMIC HEIGHT  -        409.169 (meters)     1342.42  (feet) COMP
 FK0057  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 FK0057
 FK0057  HORZ ORDER      -  SECOND
 FK0057  VERT ORDER      -  SECOND    CLASS 0
 FK0057  ELLP ORDER      -  FIFTH     CLASS I
 FK0057
 FK0057.The horizontal coordinates were established by GPS observations
 FK0057.and adjusted by the National Geodetic Survey in November 1994.
 FK0057
 FK0057.The orthometric height was determined by differential leveling and
 FK0057.adjusted by the NATIONAL GEODETIC SURVEY
 FK0057.in June 1991.
 FK0057
 FK0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0057.GEOID18 height accuracy estimate available here.
 FK0057
 FK0057.Click photographs - Photos may exist for this station.
 FK0057
 FK0057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0057
 FK0057.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0057
 FK0057.The ellipsoidal height was determined by GPS observations
 FK0057.and is referenced to NAD 83.
 FK0057
 FK0057.The dynamic height is computed by dividing the NAVD 88
 FK0057.geopotential number by the normal gravity value computed on the
 FK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0057.degrees latitude (g = 980.6199 gals.).
 FK0057
 FK0057.The modeled gravity was interpolated from observed gravity values.
 FK0057
 FK0057. The following values were computed from the NAD 83(1993) position.
 FK0057
 FK0057;                    North         East     Units Scale Factor Converg.
 FK0057;SPC OK N     -   104,571.172   568,159.847   MT  0.99995311   -0 12 29.7
 FK0057;SPC OK N     -   343,080.59  1,864,037.76   sFT  0.99995311   -0 12 29.7
 FK0057;UTM  14      - 3,977,704.908   558,365.022   MT  0.99964197   +0 22 47.4
 FK0057
 FK0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0057!SPC OK N     -   0.99993998  x   0.99995311  =   0.99989309
 FK0057!UTM  14      -   0.99993998  x   0.99964197  =   0.99958197
 FK0057
 FK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5836577704(NAD 83)
 FK0057
 FK0057                          SUPERSEDED SURVEY CONTROL
 FK0057
 FK0057  NAD 83(1986)-  35 56 31.07571(N)    098 21 10.41704(W) AD(       ) 2
 FK0057  NGVD 29 (??/??/92)  409.382  (m)         1343.11   (f) ADJ UNCH    2 0
 FK0057  NGVD 29 (11/30/89)  409.     (m)  RAPSU86  model used  GPS OBS        
 FK0057
 FK0057.Superseded values are not recommended for survey control.
 FK0057
 FK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0057.See file dsdata.pdf to determine how the superseded data were derived.
 FK0057
 FK0057_MARKER: DB = BENCH MARK DISK
 FK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0057_STAMPING: FF 114 1935
 FK0057_MARK LOGO: CGS
 FK0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0057+STABILITY: SURFACE MOTION
 FK0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0057+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2011
 FK0057
 FK0057  HISTORY     - Date     Condition        Report By
 FK0057  HISTORY     - 1935     MONUMENTED       CGS
 FK0057  HISTORY     - 19890301 GOOD             NGS
 FK0057  HISTORY     - 20110124 GOOD             INDIV
 FK0057
 FK0057                          STATION DESCRIPTION
 FK0057
 FK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0057'1.8 MI S FROM HITCHCOCK.
 FK0057'1.8 MILES SOUTH OF ROCK ISLAND STATION AT HITCHCOCK 105 FEET
 FK0057'WEST OF CENTER LINE OF STATE HIGHWAY 8, 60 FEET NORTH OF MILEPOST
 FK0057'52-20, 53 FEET NORTHWEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND
 FK0057'AND PACIFIC RAILROAD TRACK, 33 FEET SOUTH OF CENTER LINE OF
 FK0057'SECTION LINE ROAD.
 FK0057
 FK0057                          STATION RECOVERY (1989)
 FK0057
 FK0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0057'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0057'FOLLOWS.
 FK0057'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) NORTHEAST OF WATONGA,
 FK0057'2.9 KM (1.80 MI) SOUTH OF HITCHCOCK, AND 0.1 KM (0.05 MI) WEST OF
 FK0057'STATE HIGHWAY 8.  OWNERSHIP--BLAINE COUNTY.
 FK0057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 33 IN
 FK0057'WATONGA, GO NORTHERLY ON HIGHWAY 8 FOR 16.1 KM (10.00 MI) TO A
 FK0057'GRAVELED CROSSROAD AND THE STATION ON THE LEFT.
 FK0057'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FK0057'CONCRETE POST THAT PROJECTS 5 CM ABOVE THE GROUND.  LOCATED 58.2 M
 FK0057'(190.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT)
 FK0057'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 4.9 M (16.1 FT) EAST OF A
 FK0057'FENCE CORNER, AND 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST.
 FK0057'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FK0057
 FK0057                          STATION RECOVERY (2011)
 FK0057
 FK0057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 FK0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0727 ***********************************************************************
 EL0727  DESIGNATION -  FIELD
 EL0727  PID         -  EL0727
 EL0727  STATE/COUNTY-  OK/COAL
 EL0727  COUNTRY     -  US
 EL0727  USGS QUAD   -  LEHIGH (2019)
 EL0727
 EL0727                         *CURRENT SURVEY CONTROL
 EL0727  ______________________________________________________________________
 EL0727* NAD 83(1993) POSITION- 34 25 06.67815(N) 096 14 21.63337(W)   ADJUSTED
 EL0727* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 EL0727  ______________________________________________________________________
 EL0727  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 EL0727  LAPLACE CORR    -         -8.70  (seconds)                    DEFLEC18
 EL0727  HORZ ORDER      -  THIRD
 EL0727
 EL0727.The horizontal coordinates were established by classical geodetic methods
 EL0727.and adjusted by the National Geodetic Survey in November 1994.
 EL0727
 EL0727.The orthometric height was scaled from a topographic map.
 EL0727
 EL0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0727.GEOID18 height accuracy estimate available here.
 EL0727
 EL0727.Click photographs - Photos may exist for this station.
 EL0727
 EL0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0727
 EL0727. The following values were computed from the NAD 83(1993) position.
 EL0727
 EL0727;                    North         East     Units Scale Factor Converg.
 EL0727;SPC OK S     -   121,783.923   761,837.995   MT  0.99994010   +0 59 57.8
 EL0727;SPC OK S     -   399,552.75  2,499,463.49   sFT  0.99994010   +0 59 57.8
 EL0727;UTM  14      - 3,812,018.961   753,719.348   MT  1.00039355   +1 33 40.5
 EL0727
 EL0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0727!SPC OK S     -   0.99997135  x   0.99994010  =   0.99991145
 EL0727!UTM  14      -   0.99997135  x   1.00039355  =   1.00036489
 EL0727
 EL0727:                Primary Azimuth Mark                     Grid Az
 EL0727:SPC OK S     -  FIELD AZ MK                              089 24 32.6
 EL0727:UTM  14      -  FIELD AZ MK                              088 50 49.9
 EL0727
 EL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5371912018(NAD 83)
 EL0727
 EL0727|---------------------------------------------------------------------|
 EL0727| PID    Reference Object                     Distance      Geod. Az  |
 EL0727|                                                           dddmmss.s |
 EL0727| EL0726 LEHIGH MUNICIPAL TANK               APPROX. 6.0 KM 0214130.8 |
 EL0727| CY1825 FIELD AZ MK                                        0902430.4 |
 EL0727| CY1826 FIELD RM 1                           15.781 METERS 10551     |
 EL0727| CY1827 FIELD RM 2                           17.050 METERS 18453     |
 EL0727|---------------------------------------------------------------------|
 EL0727
 EL0727                          SUPERSEDED SURVEY CONTROL
 EL0727
 EL0727  NAD 83(1986)-  34 25 06.68317(N)    096 14 21.62556(W) AD(       ) 3
 EL0727  NAD 27      -  34 25 06.34470(N)    096 14 20.63590(W) AD(       ) 3
 EL0727
 EL0727.Superseded values are not recommended for survey control.
 EL0727
 EL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0727.See file dsdata.pdf to determine how the superseded data were derived.
 EL0727
 EL0727_MARKER: DS = TRIANGULATION STATION DISK
 EL0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0727_STAMPING: FIELD 1955
 EL0727_MARK LOGO: CGS
 EL0727_PROJECTION: FLUSH
 EL0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0727+STABILITY: SURFACE MOTION
 EL0727
 EL0727  HISTORY     - Date     Condition        Report By
 EL0727  HISTORY     - 1955     MONUMENTED       CGS
 EL0727  HISTORY     - 1969     GOOD             DMA
 EL0727
 EL0727                          STATION DESCRIPTION
 EL0727
 EL0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0727'THE STATION IS LOCATED ON THE NORTH SIDE OF AN EAST-WEST ROAD
 EL0727'THAT IS THE BOUNDARY LINE BETWEEN COAL AND ATOKA COUNTIES,
 EL0727'ABOUT 6 MILES AIRLINE WEST-NORTHWEST OF ATOKA, 8 MILES AIRLINE
 EL0727'SOUTH OF COALGATE, AND 12 MILES NORTH OF CANEY.
 EL0727'
 EL0727'TO REACH THE STATION FROM THE ATOKA COUNTY COURTHOUSE IN
 EL0727'ATOKA GO WEST 0.1 MILE TO A CROSS ROAD.  TURN LEFT ONTO
 EL0727'U.S. HIGHWAY 69 AND GO SOUTH 0.8 MILE TO A SIDE ROAD ON THE
 EL0727'RIGHT.  TURN RIGHT ONTO STATE HIGHWAY 3 AND GO WEST 5.4 MILES TO
 EL0727'A CROSS ROAD.  TURN RIGHT AND GO NORTH 3.0 MILES TO A CROSS
 EL0727'ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO WEST
 EL0727'0.4 MILE TO THE TOP OF SLIGHT RISE AND THE STATION ON THE
 EL0727'RIGHT.
 EL0727'
 EL0727'THE STATION MARK IS A STANDARD DISK STAMPED FIELD 1955 SET IN THE
 EL0727'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 EL0727'GROUND.  IT IS 15 FEET NORTH OF A WITNESS POST SET IN A
 EL0727'FENCE LINE AND 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 EL0727'
 EL0727'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FIELD NO 1
 EL0727'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0727'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS SET IN A FENCE LINE AND
 EL0727'IS THE SAME ELEVATION AS THE STATION.
 EL0727'
 EL0727'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FIELD NO
 EL0727'2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0727'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 20 FEET SOUTH OF THE
 EL0727'CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF A POWERLINE POLE,
 EL0727'2 FEET NORTH OF A FENCE LINE, AND 1 FOOT LOWER THAN THE STATION.
 EL0727'
 EL0727'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIELD 1955 SET
 EL0727'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 EL0727'INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A FENCE LINE
 EL0727'AND 36 FEET NORTHWEST OF THE CENTER OF A CROSS ROAD.
 EL0727
 EL0727                          STATION RECOVERY (1969)
 EL0727
 EL0727'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0727'STATION, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED
 EL0727'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 WAS BADLY
 EL0727'ERRODED ON THE SOUTH SIDE.
 EL0727'
 EL0727'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EL0727'
 EL0727'TO REACH THE STATION FROM THE POST OFFICE IN LEHIGH, OKLAHOMA, GO
 EL0727'SOUTH ON US HIGHWAY 75/STATE HIGHWAY 3 FOR 0.1 MILE TO A PAVED ROAD
 EL0727'RIGHT.  TURN RIGHT AND PROCEED FOR 0.8 MILE TO A FORK.  TAKE THE
 EL0727'LEFT FORK AND PROCEED AROUND A CURVE LEFT FOR 1.45 MILES TO THE
 EL0727'END OF PAVEMENT.  CONTINUE STRAIGHT AHEAD (SOUTH) ON GRAVEL ROAD
 EL0727'FOR 2.0 MILES TO A CROSSROADS AND THE AZIMUTH MARK ON THE
 EL0727'RIGHT.  TURN RIGHT AND PROCEED FOR 0.3 MILE TO THE TOP OF HILL
 EL0727'AND THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1146 ***********************************************************************
 FJ1146  DESIGNATION -  FISHER
 FJ1146  PID         -  FJ1146
 FJ1146  STATE/COUNTY-  OK/KINGFISHER
 FJ1146  COUNTRY     -  US
 FJ1146  USGS QUAD   -  KINGFISHER (2018)
 FJ1146
 FJ1146                         *CURRENT SURVEY CONTROL
 FJ1146  ______________________________________________________________________
 FJ1146* NAD 83(1993) POSITION- 35 49 41.23898(N) 097 55 59.90821(W)   ADJUSTED
 FJ1146* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1146  ______________________________________________________________________
 FJ1146  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 FJ1146  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 FJ1146  HORZ ORDER      -  THIRD
 FJ1146
 FJ1146.The horizontal coordinates were established by classical geodetic methods
 FJ1146.and adjusted by the National Geodetic Survey in November 1994.
 FJ1146
 FJ1146.The orthometric height was scaled from a topographic map.
 FJ1146
 FJ1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1146.GEOID18 height accuracy estimate available here.
 FJ1146
 FJ1146.Click photographs - Photos may exist for this station.
 FJ1146
 FJ1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1146
 FJ1146. The following values were computed from the NAD 83(1993) position.
 FJ1146
 FJ1146;                    North         East     Units Scale Factor Converg.
 FJ1146;SPC OK N     -    91,884.350   606,026.008   MT  0.99996284   +0 02 21.7
 FJ1146;SPC OK N     -   301,457.24  1,988,270.33   sFT  0.99996284   +0 02 21.7
 FJ1146;UTM  14      - 3,965,409.962   596,348.377   MT  0.99971439   +0 37 28.0
 FJ1146
 FJ1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1146!SPC OK N     -   0.99995402  x   0.99996284  =   0.99991686
 FJ1146!UTM  14      -   0.99995402  x   0.99971439  =   0.99966842
 FJ1146
 FJ1146:                Primary Azimuth Mark                     Grid Az
 FJ1146:SPC OK N     -  FISHER AZ MK                             197 58 47.3
 FJ1146:UTM  14      -  FISHER AZ MK                             197 23 41.0
 FJ1146
 FJ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9634865409(NAD 83)
 FJ1146
 FJ1146|---------------------------------------------------------------------|
 FJ1146| PID    Reference Object                     Distance      Geod. Az  |
 FJ1146|                                                           dddmmss.s |
 FJ1146| FJ1145 15 A 15 TT                           21.590 METERS 01827     |
 FJ1146| CL5206 FISHER AZ MK                                       1980109.0 |
 FJ1146| CL5207 FISHER RM 1                          47.628 METERS 25645     |
 FJ1146|---------------------------------------------------------------------|
 FJ1146
 FJ1146                          SUPERSEDED SURVEY CONTROL
 FJ1146
 FJ1146  NAD 83(1986)-  35 49 41.24421(N)    097 55 59.89440(W) AD(       ) 3
 FJ1146  NAD 27      -  35 49 41.08785(N)    097 55 58.70516(W) AD(       ) 3
 FJ1146
 FJ1146.Superseded values are not recommended for survey control.
 FJ1146
 FJ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1146.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1146
 FJ1146_MARKER: DS = TRIANGULATION STATION DISK
 FJ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1146_STAMPING: FISHER 1955
 FJ1146_MARK LOGO: CGS
 FJ1146_PROJECTION: FLUSH
 FJ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1146+STABILITY: SURFACE MOTION
 FJ1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1146+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2014
 FJ1146
 FJ1146  HISTORY     - Date     Condition        Report By
 FJ1146  HISTORY     - 1955     MONUMENTED       CGS
 FJ1146  HISTORY     - 20141215 GOOD             INDIV
 FJ1146
 FJ1146                          STATION DESCRIPTION
 FJ1146
 FJ1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1146'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF KINGFISHER,
 FJ1146'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 81.  IN THE SW 1/4 OF
 FJ1146'SECTION 27, T 16 N, R 7 W.
 FJ1146'
 FJ1146'TO REACH FROM KINGFISHER, FROM THE JUNCTION OF U.S. HIGHWAY
 FJ1146'81 AND STATE HIGHWAY 33 AT THE NW CORNER OF COURTHOUSE SQUARE,
 FJ1146'GO SOUTH ON HIGHWAY 81 FOR 2.2 MILES TO STATION SITE ON LEFT.
 FJ1146'
 FJ1146'THE STATION MARK IS ABOUT 180 FEET NORTH OF A RAILROAD CROSSING,
 FJ1146'76 FEET EAST OF THE CENTER OF U.S. HIGHWAY 81, 54 FEETWEST OF
 FJ1146'THE WEST RAIL OF THE RAILROAD TRACK, 44 FEET SOUTHWEST OF A
 FJ1146'TELEPHONE POLE, AND 5 FEET WEST OF A WITNESS POST.  THE MARK
 FJ1146'IS FLUSH AND IS STAMPED FISHER 1955.
 FJ1146'
 FJ1146'REFERENCE MARK NO. 1 IS 58 FEET WEST OF THE CENTER OF U.S.
 FJ1146'HIGHWAY 81, 1 FOOT NORTH OF A POWER LINE POLE, AND 1 FOOT
 FJ1146'EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 FJ1146'8 INCHES AND IS STAMPED FISHER NO 1 1955.
 FJ1146'
 FJ1146'USC AND GS AND STATE SURVEY MARK IS 77 FEET EAST OF THE
 FJ1146'CENTER OF U.S. HIGHWAY 81, 54 FEET WEST OF THE WEST RAIL OF
 FJ1146'THE RAILROAD TRACK, 36 FEET NORTHWEST OF A TELEPHONE POLE,
 FJ1146'AND 1.5 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 2
 FJ1146'INCHES AND IS STAMPED 15 A 15 TT 1934.
 FJ1146'
 FJ1146'THE AZIMUTH MARK APPROXIMATELY 0.3 MILE SOUTH OF THE STATION,
 FJ1146'IS 65 FEET EAST OF THE CENTER OF U.S. HIGHWAY 81, 64 FEET
 FJ1146'WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 29 FEET WEST OF A
 FJ1146'TELEPHONE POLE, AND 1 FOOT NORTHWEST OF A WITNESS POST.
 FJ1146'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FJ1146'FISHER 1955.
 FJ1146'
 FJ1146'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1146
 FJ1146                          STATION RECOVERY (2014)
 FJ1146
 FJ1146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (ES)
 FJ1146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0964 ***********************************************************************
 EK0964  DESIGNATION -  FLASHMAN
 EK0964  PID         -  EK0964
 EK0964  STATE/COUNTY-  OK/MCCURTAIN
 EK0964  COUNTRY     -  US
 EK0964  USGS QUAD   -  CLEBIT (2019)
 EK0964
 EK0964                         *CURRENT SURVEY CONTROL
 EK0964  ______________________________________________________________________
 EK0964* NAD 83(1993) POSITION- 34 28 46.71517(N) 095 00 34.79433(W)   ADJUSTED
 EK0964* NAVD 88 ORTHO HEIGHT -   533.44  (+/-2cm)     1750.1   (feet) VERTCON3
 EK0964  ______________________________________________________________________
 EK0964  GEOID HEIGHT    -        -31.286 (meters)                     GEOID18
 EK0964  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 EK0964  HORZ ORDER      -  FIRST
 EK0964  VERT ORDER      -  THIRD ? (See Below)
 EK0964
 EK0964.The horizontal coordinates were established by classical geodetic methods
 EK0964.and adjusted by the National Geodetic Survey in November 1994.
 EK0964
 EK0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0964
 EK0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0964.GEOID18 height accuracy estimate available here.
 EK0964
 EK0964.The vertical order pertains to the NGVD 29 superseded value.
 EK0964
 EK0964.Click photographs - Photos may exist for this station.
 EK0964
 EK0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0964
 EK0964. The following values were computed from the NAD 83(1993) position.
 EK0964
 EK0964;                    North         East     Units Scale Factor Converg.
 EK0964;SPC OK S     -   131,220.647   874,641.724   MT  0.99993760   +1 41 50.5
 EK0964;SPC OK S     -   430,513.07  2,869,553.72   sFT  0.99993760   +1 41 50.5
 EK0964;UTM  15      - 3,817,172.672   315,447.689   MT  1.00001983   -1 08 16.9
 EK0964
 EK0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0964!SPC OK S     -   0.99992118  x   0.99993760  =   0.99985879
 EK0964!UTM  15      -   0.99992118  x   1.00001983  =   0.99994101
 EK0964
 EK0964:                Primary Azimuth Mark                     Grid Az
 EK0964:SPC OK S     -  FLASHMAN AZ MK                           015 42 13.8
 EK0964:UTM  15      -  FLASHMAN AZ MK                           018 32 21.2
 EK0964
 EK0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1544717172(NAD 83)
 EK0964
 EK0964|---------------------------------------------------------------------|
 EK0964| PID    Reference Object                     Distance      Geod. Az  |
 EK0964|                                                           dddmmss.s |
 EK0964| CY1842 FLASHMAN AZ MK                                     0172404.3 |
 EK0964| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.24.4 KM 0475854.3 |
 EK0964| EK0963 FLASHMAN LOOKOUT TOWER               17.441 METERS 16451     |
 EK0964| CY1843 FLASHMAN RM 1                        18.955 METERS 17414     |
 EK0964| EK0965 SIGNAL LOOKOUT TOWER                APPROX.17.5 KM 1940955.7 |
 EK0964| CY1844 FLASHMAN RM 2                        24.658 METERS 26043     |
 EK0964| EK0958 SULPHUR                             APPROX.18.2 KM 3171439.7 |
 EK0964|---------------------------------------------------------------------|
 EK0964
 EK0964                          SUPERSEDED SURVEY CONTROL
 EK0964
 EK0964  NAD 83(1986)-  34 28 46.71799(N)    095 00 34.78346(W) AD(       ) 1
 EK0964  NAD 27      -  34 28 46.35400(N)    095 00 33.94700(W) AD(       ) 1
 EK0964  NGVD 29             533.34   (m)         1749.8    (f) LEVELING    3  
 EK0964
 EK0964.Superseded values are not recommended for survey control.
 EK0964
 EK0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0964.See file dsdata.pdf to determine how the superseded data were derived.
 EK0964
 EK0964_MARKER: DS = TRIANGULATION STATION DISK
 EK0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0964_STAMPING: FLASHMAN 1952
 EK0964_MARK LOGO: CGS
 EK0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0964+STABILITY: SURFACE MOTION
 EK0964
 EK0964  HISTORY     - Date     Condition        Report By
 EK0964  HISTORY     - 1952     MONUMENTED       CGS
 EK0964
 EK0964                          STATION DESCRIPTION
 EK0964
 EK0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0964'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 EK0964'VILLAGE OF HONOBIA, 7 MILES NORTHWEST OF BATTIEST, ON THE
 EK0964'HIGHEST POINT IN THE VICINITY AND AT THE SITE OF THE FLASHMAN
 EK0964'LOOKOUT TOWER.  IT IS 67 FEET SOUTHEAST OF THE SOUTHEAST
 EK0964'CORNER OF THE HOUSE, 32 FEET NORTHWEST OF THE NORTHWEST
 EK0964'CORNER OF THE GARAGE AND 14 FEET NORTH OF THE CENTERLINE
 EK0964'OF THE DRIVEWAY.  THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE
 EK0964'OF THE GROUND AND THE DISK IS STAMPED FLASHMAN 1952.
 EK0964'
 EK0964'REFERENCE MARK NO. 1 IS SET IN THE CONCRETE BASE OF THE
 EK0964'SOUTHWEST LEG OF THE LOOKOUT TOWER AND THE DISK IS STAMPED
 EK0964'FLASHMAN NO 1 1952.
 EK0964'
 EK0964'REFERENCE MARK NO. 2 IS 72 FEET SOUTHWEST OF THE SOUTHWEST
 EK0964'CORNER OF THE HOUSE, 22 FEET NORTH-NORTHEAST OF THE CENTER
 EK0964'OF A CATTLE GUARD AND 9 FEET EAST OF THE WEST YARD FENCE.
 EK0964'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLASHMAN
 EK0964'NO 2 1952.
 EK0964'
 EK0964'AZIMUTH MARK IS 13 FEET EAST-SOUTHEAST OF THE CENTERLINE
 EK0964'OF THE ROAD, 7 FEET NORTHEAST OF AN OAK TREE WITH A TRIANGLE
 EK0964'BLAZE AND 3 FEET EAST OF A WITNESS POST.
 EK0964'
 EK0964'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FLASHMAN
 EK0964'1952.
 EK0964'
 EK0964'TO REACH FROM THE POST OFFICE AND GENERAL STORE IN BATTIEST,
 EK0964'GO WESTERLY ON THE MAIN ROAD 2.95 MILES TO CROSSROADS AT AN
 EK0964'OLD STORE AND SIGN FLASHMAN LOOKOUT TOWER ON THE RIGHT, TURN
 EK0964'RIGHT (NORTHERLY) 1.7 MILES TO A SIDE ROAD LEFT JUST AFTER
 EK0964'CROSSING A ROCKY CREEK BED (SIGN MC DANIELS RANCH).  KEEP
 EK0964'STRAIGHT AHEAD 1.75 MILES TO FORKS AND SIGN CONNALLY TRAIL.
 EK0964'HERE TAKE LEFT FORK 0.8 MILE TO FORKS AT SIGN SILVER SUCH
 EK0964'TRAIL, KEEP RIGHT FORK FOR 3.1 MILES TO FORKS AT SIGN FLASHMAN
 EK0964'LOOKOUT TOWER 1 MILE.  HERE TAKE RIGHT FORK FOR 0.8 MILE TO
 EK0964'THE TOP OF HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 EK0964'
 EK0964'NOTE--AZIMUTH MARK V.G. BY CLEARING.
 EK0964'
 EK0964'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0963 ***********************************************************************
 EK0963  DESIGNATION -  FLASHMAN LOOKOUT TOWER
 EK0963  PID         -  EK0963
 EK0963  STATE/COUNTY-  OK/MCCURTAIN
 EK0963  COUNTRY     -  US
 EK0963  USGS QUAD   -  CLEBIT (2019)
 EK0963
 EK0963                         *CURRENT SURVEY CONTROL
 EK0963  ______________________________________________________________________
 EK0963* NAD 83(1993) POSITION- 34 28 46.16886(N) 095 00 34.61561(W)   ADJUSTED
 EK0963  ______________________________________________________________________
 EK0963  GEOID HEIGHT    -        -31.285 (meters)                     GEOID18
 EK0963  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 EK0963  HORZ ORDER      -  THIRD
 EK0963
 EK0963.The horizontal coordinates were established by classical geodetic methods
 EK0963.and adjusted by the National Geodetic Survey in November 1994.
 EK0963
 EK0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0963.GEOID18 height accuracy estimate available here.
 EK0963
 EK0963.Click photographs - Photos may exist for this station.
 EK0963
 EK0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0963
 EK0963. The following values were computed from the NAD 83(1993) position.
 EK0963
 EK0963;                    North         East     Units Scale Factor Converg.
 EK0963;SPC OK S     -   131,203.956   874,646.781   MT  0.99993760   +1 41 50.6
 EK0963;SPC OK S     -   430,458.31  2,869,570.31   sFT  0.99993760   +1 41 50.6
 EK0963;UTM  15      - 3,817,155.750   315,451.914   MT  1.00001981   -1 08 16.8
 EK0963
 EK0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1545117155(NAD 83)
 EK0963
 EK0963                          SUPERSEDED SURVEY CONTROL
 EK0963
 EK0963  NAD 83(1986)-  34 28 46.17219(N)    095 00 34.60498(W) AD(       ) 3
 EK0963  NAD 27      -  34 28 45.81100(N)    095 00 33.76900(W) AD(       ) 3
 EK0963
 EK0963.Superseded values are not recommended for survey control.
 EK0963
 EK0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0963.See file dsdata.pdf to determine how the superseded data were derived.
 EK0963
 EK0963_MARKER: 57 = LOOKOUT TOWER
 EK0963
 EK0963  HISTORY     - Date     Condition        Report By
 EK0963  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0963
 EK0963                          STATION DESCRIPTION
 EK0963
 EK0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0963'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF THE
 EK0963'VILLAGE OF HONOBIA, 7 MILES NORTHWEST OF BATTIEST, ON THE
 EK0963'HIGHEST POINT IN THE VICINITY.  IT IS A FOUR LEGGED STEEL
 EK0963'STRUCTURE, APPROXIMATELY 90 FEET HIGH AND AN ENCLOSED PLATFORM
 EK0963'AT THE TOP.
 EK0963'
 EK0963'THE POINT INTERSECTED WAS THE CENTER OF TOWER.
 EK0963'
 EK0963'TO REACH FROM THE POST OFFICE AND GENERAL STORE IN BATTIEST,
 EK0963'GO WESTERLY ON THE MAIN ROAD FOR 2.95 MILES TO CROSSROADS
 EK0963'AT AN OLD STORE AND SIGN FLASHMAN LOOKOUT TOWER ON THE RIGHT.
 EK0963'TURN RIGHT (NORTHERLY) 1.7 MILES TO A SIDE ROAD LEFT JUST
 EK0963'AFTER CROSSING A ROCKY CREEK BED.  CONTINUE STRAIGHT AHEAD
 EK0963'FOR 1.75 MILES TO FORKS AND SIGN CONNALLY TRAIL.  TAKE LEFT
 EK0963'FORK 0.8 MILE TO FORKS AT SIGN SILVER SUCH TRAIL, KEEP RIGHT
 EK0963'FORK FOR 3.1 MILES TO FORKS AND SIGN FLASHMAN LOOKOUT TOWER
 EK0963'1 MILE.  TAKE RIGHT FORK 0.8 MILE TO THE TOP OF HILL AND THE
 EK0963'STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0955 ***********************************************************************
 GH0955  DESIGNATION -  FLAT ROCK
 GH0955  PID         -  GH0955
 GH0955  STATE/COUNTY-  OK/PAWNEE
 GH0955  COUNTRY     -  US
 GH0955  USGS QUAD   -  TERLTON (2018)
 GH0955
 GH0955                         *CURRENT SURVEY CONTROL
 GH0955  ______________________________________________________________________
 GH0955* NAD 83(1993) POSITION- 36 13 46.10753(N) 096 26 18.18967(W)   ADJUSTED
 GH0955* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0955  ______________________________________________________________________
 GH0955  GEOID HEIGHT    -        -28.370 (meters)                     GEOID18
 GH0955  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 GH0955  HORZ ORDER      -  FIRST
 GH0955
 GH0955.The horizontal coordinates were established by classical geodetic methods
 GH0955.and adjusted by the National Geodetic Survey in November 1994.
 GH0955
 GH0955.The orthometric height was scaled from a topographic map.
 GH0955
 GH0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0955.GEOID18 height accuracy estimate available here.
 GH0955
 GH0955.Click photographs - Photos may exist for this station.
 GH0955
 GH0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0955
 GH0955. The following values were computed from the NAD 83(1993) position.
 GH0955
 GH0955;                    North         East     Units Scale Factor Converg.
 GH0955;SPC OK N     -   137,542.933   740,378.197   MT  0.99994599   +0 55 17.7
 GH0955;SPC OK N     -   451,255.44  2,429,057.47   sFT  0.99994599   +0 55 17.7
 GH0955;UTM  14      - 4,012,443.870   730,224.785   MT  1.00025311   +1 30 52.7
 GH0955
 GH0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0955!SPC OK N     -   0.99995547  x   0.99994599  =   0.99990146
 GH0955!UTM  14      -   0.99995547  x   1.00025311  =   1.00020857
 GH0955
 GH0955:                Primary Azimuth Mark                     Grid Az
 GH0955:SPC OK N     -  INDIAN MOUND                             052 42 51.3
 GH0955:UTM  14      -  INDIAN MOUND                             052 07 16.3
 GH0955
 GH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3022412443(NAD 83)
 GH0955
 GH0955|---------------------------------------------------------------------|
 GH0955| PID    Reference Object                     Distance      Geod. Az  |
 GH0955|                                                           dddmmss.s |
 GH0955| GH0958 INDIAN MOUND                        APPROX.11.6 KM 0533809.0 |
 GH0955| CI0898 FLAT ROCK RM 1                        4.370 METERS 22758     |
 GH0955| CI0897 FLAT ROCK AZ MK                                    3024121.1 |
 GH0955| CI0899 FLAT ROCK RM 2                       11.018 METERS 30835     |
 GH0955|---------------------------------------------------------------------|
 GH0955
 GH0955                          SUPERSEDED SURVEY CONTROL
 GH0955
 GH0955  NAD 83(1986)-  36 13 46.12396(N)    096 26 18.17468(W) AD(       ) 1
 GH0955  NAD 27      -  36 13 45.86200(N)    096 26 17.10800(W) AD(       ) 1
 GH0955
 GH0955.Superseded values are not recommended for survey control.
 GH0955
 GH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0955.See file dsdata.pdf to determine how the superseded data were derived.
 GH0955
 GH0955_MARKER: DS = TRIANGULATION STATION DISK
 GH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0955_STAMPING: FLAT ROCK 1938
 GH0955_MARK LOGO: CGS
 GH0955_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0955+STABILITY: SURFACE MOTION
 GH0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0955+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH0955
 GH0955  HISTORY     - Date     Condition        Report By
 GH0955  HISTORY     - 1938     MONUMENTED       CGS
 GH0955  HISTORY     - 1960     GOOD             CGS
 GH0955  HISTORY     - 1965     GOOD             USGS
 GH0955  HISTORY     - 1970     GOOD             USGS
 GH0955  HISTORY     - 20130321 GOOD             INDIV
 GH0955  HISTORY     - 20220209 GOOD             OKDOT
 GH0955
 GH0955                          STATION DESCRIPTION
 GH0955
 GH0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0955'ABOUT 7 MILES EAST OF HALLETT, 4.5 MILES NORTHEAST OF TERLTON
 GH0955'AND 0.1 MILE SOUTH OF THE CENTER OF THE NORTH LINE OF SEC.
 GH0955'10, T. 20 N., R. 7 E., ON THE TOP OF A HIGH BARE KNOB, 300
 GH0955'YARDS SOUTH OF A SILVER PAINTED OIL TANK, 130 FEET NORTH OF A
 GH0955'PUMP HOUSE AND 11 FET EAST OF A BRIDLE LINE BETWEEN TWO OIL
 GH0955'DERRICKS.
 GH0955'
 GH0955'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE
 GH0955'HIGHWAY 99 IN HALLETT, GO DUE EAST ON SECTION-LINE ROAD FOR
 GH0955'7.0 MILES TO WIRE GATE AT TOP OF HILL, (AZIMUTH HERE).  TURN
 GH0955'RIGHT (SOUTH) AND PASS THROUGH GATE AND FOLLOW TRAIL-ROAD
 GH0955'TO THE SOUTHEAST FOR 0.3 MILE TO HIGHEST POINT OF HILL AND
 GH0955'STATION.
 GH0955'
 GH0955'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 GH0955'DISKS SET IN CONCRETE.
 GH0955'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BEDROCK.
 GH0955'
 GH0955'AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION IN THE FENCE
 GH0955'LINE ON THE SOUTH SIDE OF A SECTION-LINE ROAD, JUST WEST OF
 GH0955'A WIRE GATE.
 GH0955'
 GH0955'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GH0955
 GH0955                          STATION RECOVERY (1960)
 GH0955
 GH0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 GH0955'STATION AND REFERENCE MARK NO. 2 RECOVERED AND FOUND TO
 GH0955'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 GH0955'MARK WAS NOT RECOVERED.
 GH0955'
 GH0955'THE STATION IS 42 FEET E OF THE CENTER LINE OF TRACK ROAD,
 GH0955'23.5 FEET E OF THE N ONE OF 4 TANKS, 20 FEET WNW OF THE NW CORNER
 GH0955'OF A POND, AND PROJECTS 5 INCHES.
 GH0955'
 GH0955'REFERENCE MARK NO. 2 IS 18 FEET NNW OF THE N ONE OF 4 TANKS,
 GH0955'5 FEET E OF THE E TRACK OF TRACK ROAD, AND SET IN BEDROCK.
 GH0955'
 GH0955'TO REACH FROM THE JCT. OF US HIGHWAY 64 AND STATE HIGHWAY
 GH0955'99 IN CLEVELAND, GO EASTERLY ON US HIGHWAY 64 FOR 3.7 MILES
 GH0955'TO CROSSROADS.  CONTINUE ON US HIGHWAY 64 FOR 1.45 MILES TO
 GH0955'SIDE ROAD RIGHT.  TURN RIGHT AND GO S FOR 1.0 MILE TO CROSSROADS.
 GH0955'TURN RIGHT AND GO W FOR 1.3 MILES TO SIDE ROAD RIGHT.  CONTINUE
 GH0955'W FOR 0.15 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO S UP
 GH0955'HILL FOR 0.15 MILE TO THE TOP OF HILL AND STATION.
 GH0955
 GH0955                          STATION RECOVERY (1965)
 GH0955
 GH0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0955'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GH0955
 GH0955                          STATION RECOVERY (1970)
 GH0955
 GH0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RRB)
 GH0955'RECOVERED IN GOOD CONDITION.
 GH0955
 GH0955                          STATION RECOVERY (2013)
 GH0955
 GH0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 GH0955'RECOVERED IN GOOD CONDITION.
 GH0955
 GH0955                          STATION RECOVERY (2022)
 GH0955
 GH0955'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0955'A FEW CEDAR TREES WOULD NEED TO BE TRIMMED OR CUT DOWN TO MAKE
 GH0955'OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0611 ***********************************************************************
 EM0611  DESIGNATION -  FLAT TOP
 EM0611  PID         -  EM0611
 EM0611  STATE/COUNTY-  OK/COMANCHE
 EM0611  COUNTRY     -  US
 EM0611  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0611
 EM0611                         *CURRENT SURVEY CONTROL
 EM0611  ______________________________________________________________________
 EM0611* NAD 83(1993) POSITION- 34 40 16.81364(N) 098 20 44.60285(W)   ADJUSTED
 EM0611* NAVD 88 ORTHO HEIGHT -   365.    (meters)     1198.    (feet) SCALED
 EM0611  ______________________________________________________________________
 EM0611  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 EM0611  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 EM0611  HORZ ORDER      -  THIRD
 EM0611
 EM0611.The horizontal coordinates were established by classical geodetic methods
 EM0611.and adjusted by the National Geodetic Survey in November 1994.
 EM0611
 EM0611.The orthometric height was scaled from a topographic map.
 EM0611
 EM0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0611.GEOID18 height accuracy estimate available here.
 EM0611
 EM0611.Click photographs - Photos may exist for this station.
 EM0611
 EM0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0611
 EM0611. The following values were computed from the NAD 83(1993) position.
 EM0611
 EM0611;                    North         East     Units Scale Factor Converg.
 EM0611;SPC OK S     -   148,470.341   568,315.961   MT  0.99993709   -0 11 46.5
 EM0611;SPC OK S     -   487,106.44  1,864,549.95   sFT  0.99993709   -0 11 46.5
 EM0611;UTM  14      - 3,836,791.287   559,942.060   MT  0.99964428   +0 22 20.0
 EM0611
 EM0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0611!SPC OK S     -   0.99994675  x   0.99993709  =   0.99988384
 EM0611!UTM  14      -   0.99994675  x   0.99964428  =   0.99959105
 EM0611
 EM0611:                Primary Azimuth Mark                     Grid Az
 EM0611:SPC OK S     -  BUZZARD                                  143 34 24.2
 EM0611:UTM  14      -  BUZZARD                                  143 00 17.7
 EM0611
 EM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5994236791(NAD 83)
 EM0611
 EM0611|---------------------------------------------------------------------|
 EM0611| PID    Reference Object                     Distance      Geod. Az  |
 EM0611|                                                           dddmmss.s |
 EM0611| EM0604 BUZZARD                             APPROX. 1.2 KM 1432237.7 |
 EM0611| EM0618 FORT SILL 38 TARGET                 APPROX. 1.7 KM 3094800.5 |
 EM0611|---------------------------------------------------------------------|
 EM0611
 EM0611                          SUPERSEDED SURVEY CONTROL
 EM0611
 EM0611  NAD 83(1986)-  34 40 16.81750(N)    098 20 44.58775(W) AD(       ) 3
 EM0611  NAD 27      -  34 40 16.55400(N)    098 20 43.40100(W) AD(       ) 3
 EM0611
 EM0611.Superseded values are not recommended for survey control.
 EM0611
 EM0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0611.See file dsdata.pdf to determine how the superseded data were derived.
 EM0611
 EM0611_MARKER: I = METAL ROD
 EM0611_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0611
 EM0611  HISTORY     - Date     Condition        Report By
 EM0611  HISTORY     - 1945     MONUMENTED       USA
 EM0611
 EM0611                          STATION DESCRIPTION
 EM0611
 EM0611'DESCRIBED BY US ARMY 1945
 EM0611'ON THE EASTERN PORTION OF FLATTOP HILL IN THE S. ARBUCKLE
 EM0611'AREA.  MARKED BY A SECTION OF 3/8 IN IRON REINFORCING ROD
 EM0611'EMBEDDED IN A CONCRETE MASS AT EXTREME N END OF TOP OF D.O. 32.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0960 ***********************************************************************
 GK0960  DESIGNATION -  FLAT TOP
 GK0960  PID         -  GK0960
 GK0960  STATE/COUNTY-  OK/BEAVER
 GK0960  COUNTRY     -  US
 GK0960  USGS QUAD   -  SLAPOUT (2018)
 GK0960
 GK0960                         *CURRENT SURVEY CONTROL
 GK0960  ______________________________________________________________________
 GK0960* NAD 83(1997) POSITION- 36 34 56.86741(N) 100 01 36.91090(W)   ADJUSTED
 GK0960* NAVD 88 ORTHO HEIGHT -   788.92  (+/-2cm)     2588.3   (feet) VERTCON3
 GK0960  ______________________________________________________________________
 GK0960  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 GK0960  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 GK0960  HORZ ORDER      -  FIRST
 GK0960  VERT ORDER      -  THIRD ? (See Below)
 GK0960
 GK0960.The horizontal coordinates were established by classical geodetic methods
 GK0960.and adjusted by the National Geodetic Survey in October 1998.
 GK0960
 GK0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0960
 GK0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0960.GEOID18 height accuracy estimate available here.
 GK0960
 GK0960.The vertical order pertains to the NGVD 29 superseded value.
 GK0960
 GK0960.Click photographs - Photos may exist for this station.
 GK0960
 GK0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0960
 GK0960. The following values were computed from the NAD 83(1997) position.
 GK0960
 GK0960;                    North         East     Units Scale Factor Converg.
 GK0960;SPC OK N     -   177,475.618   418,617.113   MT  0.99997157   -1 11 46.3
 GK0960;SPC OK N     -   582,267.92  1,373,412.98   sFT  0.99997157   -1 11 46.3
 GK0960;SPC TX N     - 1,287,495.441   331,845.425   MT  1.00011755   +0 51 13.3
 GK0960;SPC TX N     - 4,224,057.96  1,088,729.53   sFT  1.00011755   +0 51 13.3
 GK0960;UTM  14      - 4,049,045.982   408,130.111   MT  0.99970398   -0 36 43.4
 GK0960
 GK0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0960!SPC OK N     -   0.99988057  x   0.99997157  =   0.99985214
 GK0960!SPC TX N     -   0.99988057  x   1.00011755  =   0.99999810
 GK0960!UTM  14      -   0.99988057  x   0.99970398  =   0.99958458
 GK0960
 GK0960:                Primary Azimuth Mark                     Grid Az
 GK0960:SPC OK N     -  FLAT TOP AZ MK 2                         049 24 16.7
 GK0960:SPC TX N     -  FLAT TOP AZ MK 2                         047 21 17.1
 GK0960:UTM  14      -  FLAT TOP AZ MK 2                         048 49 13.8
 GK0960
 GK0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0813049045(NAD 83)
 GK0960
 GK0960|---------------------------------------------------------------------|
 GK0960| PID    Reference Object                     Distance      Geod. Az  |
 GK0960|                                                           dddmmss.s |
 GK0960| CK8710 FLAT TOP RM 1                       184.970 METERS 00703     |
 GK0960| GJ0746 LAVERNE MUNICIPAL WATER TANK        APPROX.18.6 KM 0401942.6 |
 GK0960| CK8708 FLAT TOP AZ MK                                     0464228.2 |
 GK0960| CK8709 FLAT TOP AZ MK 2                                   0481230.4 |
 GK0960| GJ0747 LAVERNE PHILLIPS WATER TANK         APPROX.14.8 KM 0542251.2 |
 GK0960| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.19.8 KM 2103158.2 |
 GK0960| CK8711 FLAT TOP RM 2                        99.935 METERS 25941     |
 GK0960|---------------------------------------------------------------------|
 GK0960
 GK0960                          SUPERSEDED SURVEY CONTROL
 GK0960
 GK0960  NAD 83(1993)-  36 34 56.86788(N)    100 01 36.91087(W) AD(       ) 1
 GK0960  NAD 83(1986)-  36 34 56.87290(N)    100 01 36.90073(W) AD(       ) 1
 GK0960  NAD 27      -  36 34 56.75032(N)    100 01 35.42591(W) AD(       ) 1
 GK0960  NGVD 29 (07/19/86)  788.61   (m)         2587.3    (f) LEVELING    3  
 GK0960
 GK0960.Superseded values are not recommended for survey control.
 GK0960
 GK0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0960.See file dsdata.pdf to determine how the superseded data were derived.
 GK0960
 GK0960_MARKER: DS = TRIANGULATION STATION DISK
 GK0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0960_STAMPING: FLAT TOP 1927
 GK0960_MARK LOGO: CGS
 GK0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0960+STABILITY: SURFACE MOTION
 GK0960
 GK0960  HISTORY     - Date     Condition        Report By
 GK0960  HISTORY     - 1927     MONUMENTED       CGS
 GK0960  HISTORY     - 1935     GOOD             CGS
 GK0960  HISTORY     - 1937     GOOD             OKDH
 GK0960  HISTORY     - 1970     GOOD             NGS
 GK0960
 GK0960                          STATION DESCRIPTION
 GK0960
 GK0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0960'ABOUT 1-1/2 MILES SOUTH AND 1-3/4 MILES WEST OF SPEERMORE,
 GK0960'OKLAHOMA, AND ABOUT 10-1/2 MILES NORTH AND 6 MILES EAST OF
 GK0960'FOLLETT, TEXAS, ON A HILL KNOWN LOCALLY AS FLAT TOP.  STATION
 GK0960'IS ON SOUTHEAST END OF HILL, ABOUT 0.4 MILE SOUTH OF SECTION-LINE
 GK0960'ROAD, AND ON LAND BELONGING TO CLARA COVERY, WHO LIVES ABOUT
 GK0960'0.4 MILE NORTHEAST OF STATION.  STATION MARKS ARE STANDARD
 GK0960'DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 GK0960'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 185.00 METERS (607.0
 GK0960'FEET) FROM STATION.  NO. 2,
 GK0960'100.00 METERS (328.1 FEET).  AZIMUTH
 GK0960'FROM STATION OF BLACK TANK AT FOLLETT, FINIAL, IS 1 DEG 43 MIN
 GK0960'36 SEC.
 GK0960
 GK0960                          STATION RECOVERY (1935)
 GK0960
 GK0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GK0960'STATION IS LOCATED ABOUT 1.5 MILES SOUTH AND 1.75 MILES WEST
 GK0960'OF SPEERMORE, OKLA., AND ABOUT 10.5 MILES NORTH AND 8.0 MILES
 GK0960'EAST OF FOLLETT, TEXAS.  ON A HILL KNOWN LOCALLY AS FLAT TOP,
 GK0960'ON LAND OWNED BY CLARA COVERY WHO LIVES ABOUT 0.4 MILE NORTHEAST
 GK0960'OF STATION.
 GK0960'
 GK0960'REACHED FROM CATESBY POST OFFICE BY GOING WEST 0.05 MILE,
 GK0960'TURN RIGHT (NORTH) 1.0 MILE, THEN LEFT (WEST) 1.0 MILE, THEN
 GK0960'RIGHT (NORTH) 7.0 MILES TO CEMETERY ON LEFT.  TURN LEFT (WEST)
 GK0960'GO 0.6 MILE TO SPEERMORE POST OFFICE ABOUT 100 YARDS TO SOUTH
 GK0960'OF ROAD, CONTINUE WEST 0.6 MILE, TURN LEFT (SOUTH) 1.4 MILES,
 GK0960'TURN RIGHT (WEST) 1.3 MILES TO TOP OF RIDGE AT WHITE HOUSE
 GK0960'ON NORTH SIDE OF ROAD, TURN LEFT (SOUTH) INTO LANE, GO 0.3 MILE
 GK0960'TO SOUTH END OF MESA AND STATION.
 GK0960'
 GK0960'STATION IS 75 FEET NORTH OF THE SOUTH RIM AND 70 FEET WEST OF
 GK0960'THE EAST RIM OF THE MESA.  MARK IS A STANDARD DISK CAST IN TOP
 GK0960'OF A 11- BY 11-INCH CONCRETE POST, INSCRIBED FLAT TOP 1927,
 GK0960'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  MARK
 GK0960'IN GOOD CONDITION.  OLD FORM STILL REMAINED AROUND THE MARK.
 GK0960'
 GK0960'REFERENCE MARK NO. 1 IS 184.97 METERS (606.8 FEET) NORTH OF
 GK0960'STATION, 80 FEET SOUTH OF THE NORTH RIM AND 15 FEET WEST OF THE
 GK0960'EAST RIM OF THE MESA.  MARK IS A STANDARD DISK CAST IN TOP
 GK0960'OF A 11- BY 11-INCH CONCRETE POST, INSCRIBED FLAT TOP, NO. 1,
 GK0960'1927, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GK0960'MARK IN GOOD CONDITION.  OLD FORM REMAINED AROUND MARK.
 GK0960'
 GK0960'REFERENCE MARK NO. 2 IS 99.935 METERS (327.87 FEET) WEST OF
 GK0960'STATION, 30 FEET EAST OF THE WEST RIM AND 20 FEET NORTH OF THE
 GK0960'SOUTH RIM OF THE MESA.  MARK IS A STANDARD DISK CAST IN TOP OF
 GK0960'A 11- BY 11-INCH CONCRETE POST, INSCRIBED FLAT TOP, NO. 1, 1927,
 GK0960'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GK0960'MARK IN GOOD CONDITION.  OLD FORM REMAINED AROUND MARK.
 GK0960'
 GK0960'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTHEAST OF STATION.
 GK0960'REACHED FROM NORTH END OF LANE BY GOING EAST FOR 0.3 MILE TO
 GK0960'CROSSROADS AND MARK IN SOUTHWEST ANGLE AT FENCE CORNER, 30
 GK0960'FEET SOUTH OF CENTERLINE OF EAST-AND-WEST ROAD, AND 25 FEET WEST
 GK0960'OF CENTERLINE OF NORTH-AND-SOUTH ROAD.  MARK IS A STANDARD
 GK0960'REFERENCE DISK CAST IN TOP OF A 12- BY 12-INCH CONCRETE POST,
 GK0960'INSCRIBED FLAT TOP AZI. 1934, PROJECTING ABOUT 6 INCHES ABOVE
 GK0960'THE SURFACE OF THE GROUND.
 GK0960
 GK0960                          STATION RECOVERY (1937)
 GK0960
 GK0960'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 GK0960'NO SECTION GIVEN.  GO 2-1/2 MILES WEST FROM SPEERMORE POST
 GK0960'OFFICE (NOW MOVED NORTH 1 MILE TO STATE HIGHWAY 35 OR U.S.
 GK0960'HIGHWAY 270), THE SOUTH 2 MILES TO NORTHEAST CORNER OF SECTION
 GK0960'3, T. 1 N., R. 28 E., THEN WEST 0.34 MILE TO LANE GOING SOUTH,
 GK0960'DRIVE SOUTH 0.3 MILE TO MONUMENT.
 GK0960
 GK0960                          STATION RECOVERY (1970)
 GK0960
 GK0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GK0960'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GK0960'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 GK0960'BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.  A NEW
 GK0960'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION
 GK0960'FOLLOWS.
 GK0960'
 GK0960'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF LAVERNE, 13
 GK0960'MILES NORTHEAST OF FOLLETT, TEXAS, 7-1/2 MILES WEST OF US HIGHWAY
 GK0960'283 AND NEAR THE SOUTHEAST EDGE OF A LOW MESA LOCALLY KNOWN AS FLAT
 GK0960'TOP HILL.
 GK0960'
 GK0960'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 283 AND 270,
 GK0960'ABOUT 6 MILES SOUTH OF LAVERNE, GO WEST ON US HIGHWAY 270 FOR 6.4
 GK0960'MILES TO THE HARPER-BEAVER COUNTY LINE, CONTINUE WEST ON US HIGHWAY
 GK0960'270 FOR 1.05 MILES TO A DIRT SIDE ROAD LEFT, TURN LEFT AND GO
 GK0960'SOUTH FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 GK0960'SOUTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO WEST FOR
 GK0960'0.4 MILE TO A WIRE GATE ON THE LEFT, ACROSS THE ROAD FROM A FARM
 GK0960'HOME, TURN LEFT, PASSING THROUGH THE GATE, THEN TURN RIGHT,
 GK0960'PASSING THROUGH ANOTHER GATE, TURN LEFT AND GO SOUTH ON A TRACK
 GK0960'ROAD FOR 0.2 MILE TO THE TOP OF THE MESA, BEAR SLIGHTLY LEFT AND
 GK0960'CONTINUE SOUTHEAST FOR 0.15 MILE TO THE SOUTHEAST EDGE OF THE MESA
 GK0960'AND THE STATION.
 GK0960'
 GK0960'THE STATION MARK IS A STANDARD DISK STAMPED FLAT TOP 1927, SET IN THE
 GK0960'TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 75 FEET
 GK0960'NORTH OF THE SOUTH RIM OF THE MESA, 70 FEET WEST OF THE EAST RIM OF
 GK0960'THE MESA AND 4.8 FEET NORTH OF A WITNESS POST.
 GK0960'
 GK0960'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAT TOP NO 1 1927, SET
 GK0960'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 80
 GK0960'FEET SOUTH OF THE NORTH RIM OF THE MESA AND 15 FEET WEST OF THE
 GK0960'EAST RIM OF THE MESA.
 GK0960'
 GK0960'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT TOP NO 2 1927, SET
 GK0960'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 30
 GK0960'FEET EAST OF THE WEST RIM OF THE MESA AND 20 FEET NORTH OF THE SOUTH
 GK0960'RIM OF THE MESA.
 GK0960'
 GK0960'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT TOP 1927 1970, SET
 GK0960'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 29
 GK0960'FEET EAST OF THE CENTER OF THE ROAD, 35.0 FEET SOUTH OF A POWERLINE
 GK0960'POLE, 7.8 FEET NORTH-NORTHWEST OF A WITNESS POST, 3.1 FEET
 GK0960'SOUTHWEST OF THE SOUTHWEST GATEPOST OF A WIRE GATE AND 2.0 FEET WEST
 GK0960'OF A FENCE.
 GK0960'
 GK0960'NO MEASURMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE LONG
 GK0960'DISTANCE AND THE TERRAIN.
 GK0960'
 GK0960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NORTHEAST
 GK0960'OF FOLLETT, TEXAS.
 GK0960'
 GK0960'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0615 ***********************************************************************
 EM0615  DESIGNATION -  FLAT TOP 2
 EM0615  PID         -  EM0615
 EM0615  STATE/COUNTY-  OK/COMANCHE
 EM0615  COUNTRY     -  US
 EM0615  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0615
 EM0615                         *CURRENT SURVEY CONTROL
 EM0615  ______________________________________________________________________
 EM0615* NAD 83(1993) POSITION- 34 40 18.47448(N) 098 20 49.12860(W)   NO CHECK
 EM0615* NAVD 88 ORTHO HEIGHT -   365.    (meters)     1198.    (feet) SCALED
 EM0615  ______________________________________________________________________
 EM0615  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 EM0615  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 EM0615  HORZ ORDER      -  THIRD
 EM0615
 EM0615.The horizontal coordinates were established by classical geodetic methods
 EM0615.and adjusted by the National Geodetic Survey in November 1994.
 EM0615
 EM0615.No horizontal observational check was made to the station.
 EM0615
 EM0615.The orthometric height was scaled from a topographic map.
 EM0615
 EM0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0615.GEOID18 height accuracy estimate available here.
 EM0615
 EM0615.Click photographs - Photos may exist for this station.
 EM0615
 EM0615.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0615
 EM0615. The following values were computed from the NAD 83(1993) position.
 EM0615
 EM0615;                    North         East     Units Scale Factor Converg.
 EM0615;SPC OK S     -   148,521.912   568,200.925   MT  0.99993711   -0 11 49.0
 EM0615;SPC OK S     -   487,275.64  1,864,172.53   sFT  0.99993711   -0 11 49.0
 EM0615;UTM  14      - 3,836,841.699   559,826.552   MT  0.99964411   +0 22 17.4
 EM0615
 EM0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0615!SPC OK S     -   0.99994675  x   0.99993711  =   0.99988386
 EM0615!UTM  14      -   0.99994675  x   0.99964411  =   0.99959088
 EM0615
 EM0615:                Primary Azimuth Mark                     Grid Az
 EM0615:SPC OK S     -  FORT SILL 38 TARGET                      311 13 51.2
 EM0615:UTM  14      -  FORT SILL 38 TARGET                      310 39 44.8
 EM0615
 EM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5982636841(NAD 83)
 EM0615
 EM0615|---------------------------------------------------------------------|
 EM0615| PID    Reference Object                     Distance      Geod. Az  |
 EM0615|                                                           dddmmss.s |
 EM0615| EM0618 FORT SILL 38 TARGET                 APPROX. 1.6 KM 3110202.2 |
 EM0615|---------------------------------------------------------------------|
 EM0615
 EM0615                          SUPERSEDED SURVEY CONTROL
 EM0615
 EM0615  NAD 83(1986)-  34 40 18.47851(N)    098 20 49.11352(W) AD(       ) 3
 EM0615  NAD 27      -  34 40 18.21400(N)    098 20 47.93200(W) AD(       ) 3
 EM0615
 EM0615.Superseded values are not recommended for survey control.
 EM0615
 EM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0615.See file dsdata.pdf to determine how the superseded data were derived.
 EM0615
 EM0615_MARKER: DS = TRIANGULATION STATION DISK
 EM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0615_STAMPING: FLAT TOP 2 1951
 EM0615_MARK LOGO: CGS
 EM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0615+STABILITY: SURFACE MOTION
 EM0615
 EM0615  HISTORY     - Date     Condition        Report By
 EM0615  HISTORY     - 1951     MONUMENTED       CGS
 EM0615
 EM0615                          STATION DESCRIPTION
 EM0615
 EM0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WFD)
 EM0615'THE STATION IS LOCATED ON THE FT. SILL MILITARY RESERVATION,
 EM0615'SOUTH ARBUCKLE AREA, ABOUT 2 MILES EAST OF GATE NO. 1, AND ON
 EM0615'THE HIGHEST POINT OF FLAT TOP HILL.  IT IS 380 FEET NORTHWEST OF
 EM0615'DUGOUT NO. 32, AND 34 FEET NORTHWEST OF FIRING POINT 331.  THE
 EM0615'MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 EM0615'
 EM0615'NO ROADS LEAD TO THE STATION, BUT IT MAY BE REACHED BY MILITARY
 EM0615'VEHICLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1415 ***********************************************************************
 DN1415  DESIGNATION -  FLEET
 DN1415  PID         -  DN1415
 DN1415  STATE/COUNTY-  OK/JEFFERSON
 DN1415  COUNTRY     -  US
 DN1415  USGS QUAD   -  TERRAL (2019)
 DN1415
 DN1415                         *CURRENT SURVEY CONTROL
 DN1415  ______________________________________________________________________
 DN1415* NAD 83(1993) POSITION- 33 53 46.77439(N) 097 53 17.23610(W)   ADJUSTED
 DN1415* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 DN1415  ______________________________________________________________________
 DN1415  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DN1415  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 DN1415  HORZ ORDER      -  FIRST
 DN1415
 DN1415.The horizontal coordinates were established by classical geodetic methods
 DN1415.and adjusted by the National Geodetic Survey in November 1994.
 DN1415
 DN1415.The orthometric height was scaled from a topographic map.
 DN1415
 DN1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1415.GEOID18 height accuracy estimate available here.
 DN1415
 DN1415.Click photographs - Photos may exist for this station.
 DN1415
 DN1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1415
 DN1415. The following values were computed from the NAD 83(1993) position.
 DN1415
 DN1415;                    North         East     Units Scale Factor Converg.
 DN1415;SPC OK S     -    62,455.455   610,348.520   MT  1.00000748   +0 03 48.6
 DN1415;SPC OK S     -   204,905.94  2,002,451.77   sFT  1.00000748   +0 03 48.6
 DN1415;SPC TXNC     - 2,247,422.195   656,595.491   MT  0.99998114   +0 20 01.4
 DN1415;SPC TXNC     - 7,373,417.65  2,154,180.37   sFT  0.99998114   +0 20 01.4
 DN1415;UTM  14      - 3,751,217.288   602,806.635   MT  0.99973029   +0 37 12.5
 DN1415
 DN1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1415!SPC OK S     -   0.99996019  x   1.00000748  =   0.99996767
 DN1415!SPC TXNC     -   0.99996019  x   0.99998114  =   0.99994134
 DN1415!UTM  14      -   0.99996019  x   0.99973029  =   0.99969050
 DN1415
 DN1415:                Primary Azimuth Mark                     Grid Az
 DN1415:SPC OK S     -  FLEET AZ MK                              273 40 21.6
 DN1415:SPC TXNC     -  FLEET AZ MK                              273 24 08.8
 DN1415:UTM  14      -  FLEET AZ MK                              273 06 57.7
 DN1415
 DN1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0280651217(NAD 83)
 DN1415
 DN1415|---------------------------------------------------------------------|
 DN1415| PID    Reference Object                     Distance      Geod. Az  |
 DN1415|                                                           dddmmss.s |
 DN1415| CY1849 FLEET RM 1                           27.161 METERS 17812     |
 DN1415| DN1414 TERRAL MUNICIPAL TANK               APPROX. 4.5 KM 2712411.3 |
 DN1415| CY1848 FLEET AZ MK                                        2734410.2 |
 DN1415| CY1850 FLEET RM 2                           22.609 METERS 29245     |
 DN1415| DO0655 STANFIELD CONTINENTAL PIPE MOCROWAV APPROX.16.2 KM 3002733.8 |
 DN1415| EL0959 RYAN MUNICIPAL TANK                 APPROX.15.4 KM 3382841.8 |
 DN1415|---------------------------------------------------------------------|
 DN1415
 DN1415                          SUPERSEDED SURVEY CONTROL
 DN1415
 DN1415  NAD 83(1986)-  33 53 46.77774(N)    097 53 17.22446(W) AD(       ) 1
 DN1415  NAD 27      -  33 53 46.41520(N)    097 53 16.10690(W) AD(       ) 1
 DN1415
 DN1415.Superseded values are not recommended for survey control.
 DN1415
 DN1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1415.See file dsdata.pdf to determine how the superseded data were derived.
 DN1415
 DN1415_MARKER: DS = TRIANGULATION STATION DISK
 DN1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1415_STAMPING: FLEET 1955
 DN1415_MARK LOGO: CGS
 DN1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1415+STABILITY: SURFACE MOTION
 DN1415
 DN1415  HISTORY     - Date     Condition        Report By
 DN1415  HISTORY     - 1955     MONUMENTED       CGS
 DN1415  HISTORY     - 1963     GOOD             CGS
 DN1415  HISTORY     - 1966     GOOD             CGS
 DN1415  HISTORY     - 1967     GOOD             USAF
 DN1415  HISTORY     - 1983     GOOD             OKDOT
 DN1415
 DN1415                          STATION DESCRIPTION
 DN1415
 DN1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1415'THE STATION IS ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF RYAN,
 DN1415'3 MILES EAST OF TERRAL AND 2 MILES WEST OF FLEETWOOD.  IT IS
 DN1415'ON THE TOP OF A SANDY KNOLL, ABOUT 100 FEET SOUTH OF THE
 DN1415'CENTER OF A GRAVELED ROAD, 4 FEET SOUTH OF A WITNESS POST
 DN1415'AND NORTHEAST OF A SMALL METAL COVERED BUILDING.  IT PROJECTS
 DN1415'4 INCHES AND THE DISK IS STAMPED FLEET 1955.
 DN1415'
 DN1415'REFERENCE MARK NO. 1 IS LOCATED ON THE TOP OF THE SAME SANDY
 DN1415'KNOLL AND ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE STATION.
 DN1415'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED FLEET NO 1 1955.
 DN1415'
 DN1415'REFERENCE MARK NO. 2 IS LOCATED ON THE WEST SLOPE OF THE
 DN1415'KNOLL AND ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.
 DN1415'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED FLEET NO 2 1955.
 DN1415'
 DN1415'THE AZIMUTH MARK IS SOUTHEAST OF A FARM HOUSE, 40.0 FEET NORTH
 DN1415'OF THE CENTER OF A GRAVELED ROAD, 26.5 FEET WEST OF A FENCE
 DN1415'CORNER POST AND 3.5 FEET EAST OF A POWERLINE TRANSFORMER POLE.
 DN1415'IT PROJECTS 6 INCHES AND THE DISK IS STAMPED FLEET 1955.
 DN1415'
 DN1415'TO REACH THE STATION FROM THE POST OFFICE IN TERRAL, GO EAST ON A
 DN1415'GRAVELED ROAD FOR 1.0 MILE TO A CEMETERY ON THE LEFT, CONTINUE EAST
 DN1415'ON A GRAVELED ROAD FOR 1.35 MILES TO A FARM HOUSE ON THE LEFT
 DN1415'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE EAST ON A GRAVELED
 DN1415'ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION ON
 DN1415'THE RIGHT AS DESCRIBED.
 DN1415'
 DN1415'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 DN1415
 DN1415                          STATION RECOVERY (1963)
 DN1415
 DN1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 DN1415'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, THE
 DN1415'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED.
 DN1415'
 DN1415'THE AZIMUTH MARK IS 38 FEET NORTH FROM THE CENTER OF SURFACED
 DN1415'ROAD AND 76 FEET EAST FROM THE CENTER OF A GATE INTO PASTURE,
 DN1415'2.5 FEET SOUTH OF EAST-WEST FENCE LINE AND 3.5 FEET EAST OF A
 DN1415'POWER LINE POLE.  THE MARK PROJECTS 2 INCHES.
 DN1415'
 DN1415'TO REACH FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 81 IN TERRAL,
 DN1415'GO EAST ON SURFACED ROAD FOR 2.55 MILES TO GATE INTO PASTURE
 DN1415'ON THE LEFT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE EAST FOR
 DN1415'0.45 MILE TO GATE INTO PASTURE ON THE RIGHT AND STATION ON TOP
 DN1415'OF RIDGE ABOUT 100 YARDS TO EAST-SOUTHEAST.
 DN1415
 DN1415                          STATION RECOVERY (1966)
 DN1415
 DN1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DN1415'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DN1415'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW COMPLETE
 DN1415'DESCRIPTION FOLLOWS.
 DN1415'
 DN1415'THE STATION IS ABOUT 18-1/2 MILES EAST-NORTHEAST OF HENRIETTA
 DN1415'TEXAS, 6-1/2 MILES NORTH-NORTHEAST OF RINGGOLD TEXAS AND 3 MILES
 DN1415'EAST OF TERRAL OKLAHOMA, ON TOP OF A PROMINENT, BRUSH COVERED
 DN1415'KNOLL.
 DN1415'
 DN1415'TO REACH THE STATION FROM THE POST OFFICE IN TERRAL, GO EAST ON
 DN1415'MACADAM ROAD FOR 1.2 MILES TO A CEMETERY ON THE LEFT.  CONTINUE
 DN1415'EAST ON MACADAM ROAD FOR 1.35 MILES TO A FARM HOUSE AND THE AZIMUTH
 DN1415'MARK ON THE LEFT.  CONTINUE EAST ON MACADAM ROAD FOR 0.4 MILE TO A
 DN1415'TRACK AND WIRE GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH
 DN1415'GATE AND GO SOUTH ON TRACK ROAD FOR ABOUT 50 FEET, HERE TURN LEFT,
 DN1415'LEAVING TRACK ROAD AND GO EAST UP SANDY KNOLL FOR 0.05 MILE
 DN1415'TO THE SUMMIT AND THE STATION.
 DN1415'
 DN1415'STATION MARK IS A STANDARD DISK, STAMPED FLEET 1955, SET IN THE
 DN1415'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE
 DN1415'THE GROUND.  IT IS 33 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE
 DN1415'AND ABOUT 100 FEET SOUTH OF A MACADAM ROAD.
 DN1415'
 DN1415'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLEET NO 1 1955, SET
 DN1415'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 DN1415'ABOVE THE GROUND.  IT IS 27 FEET SOUTH OF A 2 FOOT EMBANKMENT THAT
 DN1415'CROSSES THE RIDGE AND ABOUT 1.5 FEET HIGHER THAN THE STATION.
 DN1415'
 DN1415'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLEET NO 2 1955, SET
 DN1415'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 DN1415'ABOVE THE GROUND.  IT IS 27 FEET SOUTH OF THE NORTH EDGE OF THE
 DN1415'RIDGE, 2 FEET SOUTHEAST OF A 10 INCH SCRUB OAK TREE.  THE MARK IS
 DN1415'ON THE WEST SLOPE OF THE RIDGE AND ABOUT 4 FEET LOWER THAN THE
 DN1415'STATION.
 DN1415'
 DN1415'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLEET 1955, SET IN THE
 DN1415'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES ABOVE
 DN1415'THE GROUND.  IT IS 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DN1415'THE FARM HOUSE, 39 FEET NORTH OF THE CENTERLINE OF A MACADAM ROAD,
 DN1415'29 FEET EAST OF A FENCE CORNER POST, 3.5 FEET EAST OF A POWERLINE
 DN1415'TRANSFORMER POLE AND 3 FEET SOUTH OF A WIRE FENCE.
 DN1415'
 DN1415'NOTE--THERE WAS NO MENTION OF AN UNDERGROUND STATION MARK IN THE
 DN1415'PREVIOUS DESCRIPTION.
 DN1415'
 DN1415'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DN1415
 DN1415                          STATION RECOVERY (1967)
 DN1415
 DN1415'RECOVERY NOTE BY US AIR FORCE 1967
 DN1415'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS
 DN1415'DESCRIBED.
 DN1415'
 DN1415'ADDITIONAL INFORMATION PERTAINING TO THE TO REACH IS AS
 DN1415'FOLLOWS--DISTANCE FROM TRAFFIC LIGHT ON U.S. HIGHWAY 81 IN TERRAL
 DN1415'TO CEMETERY EAST ON SURFACED ROAD IS 1.3 MILES.
 DN1415
 DN1415                          STATION RECOVERY (1983)
 DN1415
 DN1415'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1983 (BEG)
 DN1415'FLEET IN GOOD CONDITION.
 DN1415'
 DN1415'R.M. NO. 1 IN GOOD CONDITION.
 DN1415'
 DN1415'AZIMUTH MARK IN GOOD CONDITION.
 DN1415'
 DN1415'R.M. NO. 2 DESTROYED.
 DN1415'
 DN1415'RESET O.D.O.T. BRASS MON. STAMPED FLEET NO. 2 BEARING NW, 80.87 FT.,
 DN1415'24.649 METERS, DIRECTION 246 DEG 15 MIN 07 SEC FROM UNION STATION.
 DN1415'
 DN1415'SET STEEL WITNESS POST WITH SIGN 3 FEET EAST OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0678 ***********************************************************************
 EM0678  DESIGNATION -  FLETCHER
 EM0678  PID         -  EM0678
 EM0678  STATE/COUNTY-  OK/COMANCHE
 EM0678  COUNTRY     -  US
 EM0678  USGS QUAD   -  ELGIN (2018)
 EM0678
 EM0678                         *CURRENT SURVEY CONTROL
 EM0678  ______________________________________________________________________
 EM0678* NAD 83(1993) POSITION- 34 48 28.83942(N) 098 15 35.58095(W)   ADJUSTED
 EM0678* NAVD 88 ORTHO HEIGHT -   435.3   (meters)     1428.    (feet) VERTCON3
 EM0678  ______________________________________________________________________
 EM0678  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 EM0678  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 EM0678  HORZ ORDER      -  SECOND
 EM0678
 EM0678.The horizontal coordinates were established by classical geodetic methods
 EM0678.and adjusted by the National Geodetic Survey in November 1994.
 EM0678
 EM0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0678
 EM0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0678.GEOID18 height accuracy estimate available here.
 EM0678
 EM0678.Click photographs - Photos may exist for this station.
 EM0678
 EM0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0678
 EM0678. The following values were computed from the NAD 83(1993) position.
 EM0678
 EM0678;                    North         East     Units Scale Factor Converg.
 EM0678;SPC OK S     -   163,607.802   576,221.791   MT  0.99994354   -0 08 51.1
 EM0678;SPC OK S     -   536,769.93  1,890,487.66   sFT  0.99994354   -0 08 51.1
 EM0678;UTM  14      - 3,852,002.133   567,694.875   MT  0.99965648   +0 25 21.0
 EM0678
 EM0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0678!SPC OK S     -   0.99993581  x   0.99994354  =   0.99987935
 EM0678!UTM  14      -   0.99993581  x   0.99965648  =   0.99959231
 EM0678
 EM0678:                Primary Azimuth Mark                     Grid Az
 EM0678:SPC OK S     -  FLETCHER MUNICIPAL TANK                  039 40 38.1
 EM0678:UTM  14      -  FLETCHER MUNICIPAL TANK                  039 06 26.0
 EM0678
 EM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6769452002(NAD 83)
 EM0678
 EM0678|---------------------------------------------------------------------|
 EM0678| PID    Reference Object                     Distance      Geod. Az  |
 EM0678|                                                           dddmmss.s |
 EM0678| EM0579 FLETCHER MUNICIPAL TANK             APPROX. 2.6 KM 0393147.0 |
 EM0678| CX7208 FLETCHER RM 1                         6.780 METERS 18458     |
 EM0678| CX7207 FLETCHER AZ MK                                     1851146.4 |
 EM0678| CX7209 FLETCHER RM 2                         7.202 METERS 27211     |
 EM0678| EM0677 APACHE MUNICIPAL TANK               APPROX.13.4 KM 3141045.6 |
 EM0678|---------------------------------------------------------------------|
 EM0678
 EM0678                          SUPERSEDED SURVEY CONTROL
 EM0678
 EM0678  NAD 83(1986)-  34 48 28.84497(N)    098 15 35.56568(W) AD(       ) 2
 EM0678  NAD 27      -  34 48 28.59900(N)    098 15 34.38300(W) AD(       ) 2
 EM0678  NGVD 29 (07/19/86)  435.2    (m)         1428.     (f) VERT ANG       
 EM0678
 EM0678.Superseded values are not recommended for survey control.
 EM0678
 EM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0678.See file dsdata.pdf to determine how the superseded data were derived.
 EM0678
 EM0678_MARKER: DS = TRIANGULATION STATION DISK
 EM0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0678_STAMPING: FLETCHER 1947
 EM0678_MARK LOGO: CGS
 EM0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0678+STABILITY: SURFACE MOTION
 EM0678
 EM0678  HISTORY     - Date     Condition        Report By
 EM0678  HISTORY     - 1947     MONUMENTED       CGS
 EM0678  HISTORY     - 1960     GOOD             OKDH
 EM0678  HISTORY     - 1963     GOOD             CGS
 EM0678  HISTORY     - 1976     GOOD             DMA
 EM0678
 EM0678                          STATION DESCRIPTION
 EM0678
 EM0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0678'STATION IS LOCATED ABOUT 1 MILE SOUTH AND 1 MILE WEST OF
 EM0678'FLETCHER ON A PROMINENT RIDGE BETWEEN A PASTURE AND CULTIVATED
 EM0678'FIELD ON THE BROWN ESTATE.  IT IS 4 FEET NORTHEAST OF THE
 EM0678'NORTH END OF A WIRE GATE AND FENCE CORNER POST AND 7 FEET EAST
 EM0678'OF A WITNESS POST.  IT IS STAMPED FLETCHER 1947 AND PROJECTS
 EM0678'3 INCHES.
 EM0678'
 EM0678'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1.5 FEET SOUTHEAST
 EM0678'OF THE SOUTH END OF THE WIRE GATE AND IS ABOUT 1 FOOT LOWER
 EM0678'THAN THE STATION MARK.  IT IS STAMPED FLETCHER NO 1 1947
 EM0678'AND PROJECTS 3 INCHES.
 EM0678'
 EM0678'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT NORTH OF
 EM0678'AN EAST-WEST FENCE LINE AND 19 FEET WEST OF THE FENCE CORNER.
 EM0678'IT IS STAMPED FLETCHER NO 2 1947 AND PROJECTS 5 INCHES.
 EM0678'
 EM0678'AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY STATION
 EM0678'MARK.  IT IS SOUTH OF THE STATION ON THE RIGHT-OF-WAY BETWEEN
 EM0678'U.S. HIGHWAY 277 AND RAILROAD TRACKS, ACROSS THE HIGHWAY
 EM0678'SOUTH OF A HOUSE COVERED WITH TAR PAPER.  IT IS 48.5 FEET
 EM0678'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 277, 40.5 FEET NORTHWEST
 EM0678'OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 65 FEET NORTHEAST
 EM0678'OF A TELEPHONE POLE.  IT IS SET IN THE TOP OF A 6-INCH SQUARE
 EM0678'CONCRETE POST THAT PROJECTS 3 INCHES AND IS STAMPED 29B43-TT
 EM0678'1934.
 EM0678'
 EM0678'TO REACH THE STATION FROM FLETCHER, FROM THE WEST END OF THE MAIN
 EM0678'STREET, GO SOUTHWEST ON U.S. HIGHWAY 277 FOR 0.8 MILE TO A
 EM0678'T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.45 MILE TO A
 EM0678'DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTH AND EAST ON
 EM0678'DRIVEWAY TO A SECOND HOUSE TO THE EAST, GO THROUGH A WIRE
 EM0678'GATE SOUTHEAST OF A SMALL BARN AND GO SOUTH THROUGH PASTURE
 EM0678'FOR 0.2 MILE TO A FENCE CORNER, TURN LEFT AND GO EAST FOR 0.05
 EM0678'MILE TO FENCE CORNER AT A LARGE SQUARE CORNER POST AND THE
 EM0678'STATION.
 EM0678'
 EM0678'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY MENTIONED ABOVE,
 EM0678'GO EAST FOR 0.45 MILE TO U.S. HIGHWAY 277, TURN RIGHT ON HIGHWAY
 EM0678'AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT DODGE IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT APACHE IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT BOONE IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT ABILENE IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT EDWARDS 2 IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT ELGIN IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT KECHI 1902 IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT OAK IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 100 FOOT SIGNAL AT BURNS IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 4 FOOT SIGNAL AT STERLING IS VISIBLE FROM THE GROUND.
 EM0678'
 EM0678'A 47 FOOT SIGNAL AT ZELLA IS VISIBLE FROM THE GROUND.
 EM0678
 EM0678                          STATION RECOVERY (1960)
 EM0678
 EM0678'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1960 (ROC)
 EM0678'STATION RECOVERED IN GOOD CONDITION.
 EM0678
 EM0678                          STATION RECOVERY (1963)
 EM0678
 EM0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0678'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED
 EM0678'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 EM0678'HAS BEEN STRUCK BY HEAVY MACHINERY AND IS LEANING OUT OF ITS
 EM0678'ORIGIONAL POSITION.
 EM0678'
 EM0678'THE STATION IS LOCATED ABOUT 1 MILE SOUTH AND 1 MILE WEST OF
 EM0678'FLETCHER, IN THE NORTHEAST CORNER OF A PASTURE, ON THE HIGHEST
 EM0678'POINT IN THE VICINITY.  IT IS 3.0 FEET WEST OF FENCE LINE,
 EM0678'4.0 FEET SOUTH OF FENCE LINE, 5 FEET SOUTHWEST OF A CORNER
 EM0678'FENCE POST AND 196.0 FEET O T-FENCE INTERSECTION AND RIGHT-OF-WAY
 EM0678'FENCE LINE OF INTER-STATE HIGHWAY.  IT IS A STANDARD DISK,
 EM0678'STAMPED FLETCHER 1947 AND SET IN THE TOP OF A 12 X 12 INCH
 EM0678'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF
 EM0678'THE GROUND.
 EM0678'
 EM0678'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 4.5 FEET WEST OF
 EM0678'THE FENCE LINE.  IT IS A STANDARD DISK, STAMPED FLETCHER NO 1
 EM0678'1947 AND SET IN THE TOP OF A CONCRETE POST.
 EM0678'
 EM0678'THE AZIMUTH MARK IS SOUTH OF THE STATION.  IT IS A U.S. COAST AND
 EM0678'GEODETIC SURVEY AND STATE SURVEY MARK, A STANDARD DISK, STAMPED
 EM0678'29 B 43 TT 1934 AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST,
 EM0678'40.5 FEET NORTH OF THE NORTH RAIL, 47.5 FEET SOUTH OF THE
 EM0678'CENTER LINE OF HIGHWAY, 67.0 FEET EAST OF A TELEPHONE POLE AND 83
 EM0678'FEET WEST OF A TELEPHONE POLE.
 EM0678'
 EM0678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND NORTH
 EM0678'FOR 0.3 MILE TO THE STEEL GATE, THENCE RIGHT AND GO EAST FOR
 EM0678'0.4 MILE, THENCE TURN RIGHT AND GO SOUTH-SOUTHWEST ON HIGHWAY
 EM0678'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTHEAST SIDE
 EM0678'OF HIGHWAY.
 EM0678'
 EM0678'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 277
 EM0678'IN WEST PART OF FLETCHER, GO SOUTH ON U.S. HIGHWAY 277 FOR
 EM0678'0.85 MILE TO A CROSS ROAD, TURN RIGHT AND GO WEST FOR 0.4
 EM0678'MILE TO A STEEL GATE ON THE LEFT, SOUTH, AT TOP OF GRADE,
 EM0678'TURN LEFT, PASS THROUGH AND GO SOUTH FOR 0.15 MILE TO A GATE,
 EM0678'PASS THROUGH AND SOUTH-SOUTHEAST AND EAST FOR 0.15 MILE TO
 EM0678'THE STATION IN THE NORTHEAST CORNER OF PASTURE FENCE.
 EM0678
 EM0678                          STATION RECOVERY (1976)
 EM0678
 EM0678'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0678'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EM0678'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK
 EM0678'COULD NOT BE LOCATED AND IS PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0957 ***********************************************************************
 GG0957  CBN         -  This is a Cooperative Base Network Control Station.
 GG0957  DESIGNATION -  FLINT
 GG0957  PID         -  GG0957
 GG0957  STATE/COUNTY-  OK/DELAWARE
 GG0957  COUNTRY     -  US
 GG0957  USGS QUAD   -  SILOAM SPRINGS NW (2019)
 GG0957
 GG0957                         *CURRENT SURVEY CONTROL
 GG0957  ______________________________________________________________________
 GG0957* NAD 83(2011) POSITION- 36 10 41.56505(N) 094 41 12.59292(W)   ADJUSTED
 GG0957* NAD 83(2011) ELLIP HT-   317.521 (meters)        (06/27/12)   ADJUSTED
 GG0957* NAD 83(2011) EPOCH   -  2010.00
 GG0957* NAVD 88 ORTHO HEIGHT -   346.1   (meters)     1135.    (feet) GPS OBS
 GG0957  ______________________________________________________________________
 GG0957  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GG0957  GEOID HEIGHT    -        -28.436 (meters)                     GEOID96
 GG0957  GEOID HEIGHT    -        -28.548 (meters)                     GEOID18
 GG0957  NAD 83(2011) X  -   -421,180.069 (meters)                     COMP
 GG0957  NAD 83(2011) Y  - -5,137,370.998 (meters)                     COMP
 GG0957  NAD 83(2011) Z  -  3,744,358.975 (meters)                     COMP
 GG0957  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 GG0957
 GG0957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0957  Standards:
 GG0957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0957  -------------------------------------------------------------------
 GG0957  NETWORK    0.96   2.49           0.44   0.33   1.27      0.06671530
 GG0957  -------------------------------------------------------------------
 GG0957  Click here for local accuracies and other accuracy information.
 GG0957
 GG0957.The horizontal coordinates were established by GPS observations
 GG0957.and adjusted by the National Geodetic Survey in June 2012.
 GG0957
 GG0957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0957.been affixed to the stable North American tectonic plate. See 
 GG0957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0957
 GG0957.The horizontal coordinates are valid at the epoch date displayed above
 GG0957.which is a decimal equivalence of Year/Month/Day.
 GG0957
 GG0957.The orthometric height was determined by GPS observations and a
 GG0957.high-resolution geoid model.
 GG0957
 GG0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0957.GEOID18 height accuracy estimate available here.
 GG0957
 GG0957.Click photographs - Photos may exist for this station.
 GG0957
 GG0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0957
 GG0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0957
 GG0957.The ellipsoidal height was determined by GPS observations
 GG0957.and is referenced to NAD 83.
 GG0957
 GG0957. The following values were computed from the NAD 83(2011) position.
 GG0957
 GG0957;                    North         East     Units Scale Factor Converg.
 GG0957;SPC OK N     -   135,810.973   897,979.835   MT  0.99994543   +1 57 18.9
 GG0957;SPC OK N     -   445,573.17  2,946,122.18   sFT  0.99994543   +1 57 18.9
 GG0957;UTM  15      - 4,005,033.475   348,305.988   MT  0.99988353   -0 59 45.3
 GG0957
 GG0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0957!SPC OK N     -   0.99995017  x   0.99994543  =   0.99989560
 GG0957!UTM  15      -   0.99995017  x   0.99988353  =   0.99983370
 GG0957
 GG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4830505033(NAD 83)
 GG0957
 GG0957                          SUPERSEDED SURVEY CONTROL
 GG0957
 GG0957  NAD 83(2007)-  36 10 41.56502(N)    094 41 12.59383(W) AD(2002.00) 0
 GG0957  ELLIP H (02/10/07)  317.546  (m)                       GP(2002.00)    
 GG0957  ELLIP H (04/16/01)  317.540  (m)                       GP(       ) 4 2
 GG0957  NAD 83(1993)-  36 10 41.56542(N)    094 41 12.59404(W) AD(       ) B
 GG0957  ELLIP H (05/09/94)  317.638  (m)                       GP(       ) 4 2
 GG0957  NAVD 88 (01/13/95)  346.1    (m)  UNKNOWN  model used  GPS OBS        
 GG0957  NAVD 88 (05/09/94)  346.1    (m)  GEOID93  model used  GPS OBS        
 GG0957
 GG0957.Superseded values are not recommended for survey control.
 GG0957
 GG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0957.See file dsdata.pdf to determine how the superseded data were derived.
 GG0957
 GG0957_MARKER: I = METAL ROD
 GG0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0957_STAMPING: FLINT 1993
 GG0957_MARK LOGO: NGS
 GG0957_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0957+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1997
 GG0957
 GG0957  HISTORY     - Date     Condition        Report By
 GG0957  HISTORY     - 1993     MONUMENTED       NGS
 GG0957  HISTORY     - 19970317 GOOD             NGS
 GG0957
 GG0957                          STATION DESCRIPTION
 GG0957
 GG0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GG0957'STATION IS LOCATED ABOUT 11 KM (6.85 MI) EAST OF KANSAS, 8 KM
 GG0957'(4.95 MI) WEST OF WEST SILOAM SPRINGS, 2.5 KM (1.55 MI) SOUTHEAST OF
 GG0957'FLINT, AT THE CREST OF A LONG HILL, ALONG US HIGHWAYS 59 AND 412, ON
 GG0957'THE RIGHT-OF-WAY, ADJACENT TO A PASTURE, IN THE SOUTHWEST 1/4 OF
 GG0957'SECTION 30, T 20 N, R 25 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GG0957'TRANSPORTATION.
 GG0957'TO REACH FROM THE JUNCTION OF US HIGHWAYS 59, 412 AND STATE HIGHWAY 10
 GG0957'ON THE EAST SIDE OF KANSAS, GO EAST ON HIGHWAYS 59 AND 412 FOR 6.55
 GG0957'KM (4.05 MI) TO AN OVERHEAD RAMP AT THE BEGINNING OF THE WESTBOUND
 GG0957'CHEROKEE TURNPIKE.  CONTINUE AHEAD ON HIGHWAYS 59 AND 412 FOR 2.80 KM
 GG0957'(1.75 MI) TO THE STATION ON THE RIGHT AT TOP OF GRADE, 105 M
 GG0957'(344.5 FT) BEFORE REACHING A MEDIAN CROSSOVER.
 GG0957'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 GG0957'GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP
 GG0957'SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 24.3 M (79.7 FT)
 GG0957'SOUTH OF, AND 1 M (3.3 FT) LOWER THAN THE CENTER OF THE EASTBOUND
 GG0957'LANES, 1.2 M (3.9 FT) NORTH OF A FIBERGLASS WITNESS POST AT THE
 GG0957'CENTER ONE OF THREE BRACED WOOD FENCEPOSTS, 2.6 M (8.5 FT)
 GG0957'WEST-NORTHWEST OF THE EAST ONE OF THREE BRACED POSTS, 2.4 M (7.9 FT)
 GG0957'EAST-NORTHEAST OF THE WEST ONE OF THREE BRACED POSTS, AND 25.9 M
 GG0957'(85.0 FT) EAST OF A GUYED UTILITY POLE AT BEND IN THE FENCE.
 GG0957
 GG0957                          STATION RECOVERY (1997)
 GG0957
 GG0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GG0957'STATION IS LOCATED ABOUT 11 KM (6.85 MI) EAST OF KANSAS, 8 KM (4.95
 GG0957'MI) WEST OF WEST SILOAM SPRINGS, 2.5 KM (1.55 MI) SOUTHEAST OF FLINT,
 GG0957'AT THE CREST OF A LONG HILL, ALONG US HIGHWAYS 59 AND 412, ON THE
 GG0957'HIGHWAY RIGHT-OF-WAY, ADJACENT TO A PASTURE, IN THE SOUTHWEST 1/4 OF
 GG0957'SECTION 30, T 20 N, R 25 E, BETWEEN TWO 4 FT (1.2 M) TALL YELLOW
 GG0957'WOODEN POSTS.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO
 GG0957'REACH FROM THE JUNCTION OF US HIGHWAYS 59, 412 ALTERNATE (SCENIC) AND
 GG0957'STATE HIGHWAY 10 ON THE EAST SIDE OF KANSAS, GO EAST ON HIGHWAYS 59
 GG0957'AND 412 ALTERNATE (TWO-LANE ROAD) FOR 6.55 KM (4.05 MI) TO AN OVERHEAD
 GG0957'RAMP AT THE BEGINNING OF THE WESTBOUND CHEROKEE TURNPIKE. CONTINUE
 GG0957'AHEAD EAST ON HIGHWAYS 59 AND 412 ALTERNATE (HIGHWAY 412 ALTERNATE
 GG0957'BECOMES HIGHWAY 412 JUST EAST OF OVERHEAD RAMP) FOR 2.98 KM (1.85 MI)
 GG0957'TO THE STATION ON THE RIGHT AT TOP OF GRADE, 105 M (344.5 FT) BEFORE
 GG0957'REACHING A MEDIAN CROSSOVER.  STATION MARK IS A PUNCH HOLE TOP CENTER
 GG0957'ON A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE ENCASED IN A 12.7
 GG0957'CM PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW
 GG0957'GROUND.  IT IS 25.9 M (85.0 FT) EAST OF A GUYED UTILITY POLE AT BEND
 GG0957'IN FENCE, 24.3 M (79.7 FT) SOUTH OF, AND 1 M (3.3 FT) LOWER THAN THE
 GG0957'CENTER OF THE EASTBOUND LANES, 2.6 M (8.5 FT) WEST-NORTHWEST OF THE
 GG0957'EAST ONE OF THREE BRACED WOOD FENCE POSTS, 2.4 M (7.9 FT)
 GG0957'EAST-NORTHEAST OF THE WEST ONE OF THREE BRACED FENCE POSTS, 1.6 M (5.2
 GG0957'FT) NORTHEAST OF A FIBERGLASS WITNESS POST, 1.3 M (4.3 FT) NORTH OF
 GG0957'THE FENCE, 0.61 M (2.00 FT) NORTH OF A OKDOT METAL WITNESS POST, 0.52
 GG0957'M (1.71 FT) WEST OF A YELLOW WOODEN POST AND 0.46 M (1.51 FT) EAST OF
 GG0957'A YELLOW WOODEN POST.  NOTE--THE SLEEVE DEPTH DOES NOT MEET THE
 GG0957'SPECIFICATION FOR A CLASS A ROD MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1079 ***********************************************************************
 GK1079  DESIGNATION -  FLORIS
 GK1079  PID         -  GK1079
 GK1079  STATE/COUNTY-  OK/BEAVER
 GK1079  COUNTRY     -  US
 GK1079  USGS QUAD   -  BEAVER (2018)
 GK1079
 GK1079                         *CURRENT SURVEY CONTROL
 GK1079  ______________________________________________________________________
 GK1079* NAD 83(1997) POSITION- 36 51 44.15936(N) 100 37 21.97788(W)   ADJUSTED
 GK1079* NAVD 88 ORTHO HEIGHT -   805.6   (meters)     2643.    (feet) VERTCON3
 GK1079  ______________________________________________________________________
 GK1079  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 GK1079  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 GK1079  HORZ ORDER      -  FIRST
 GK1079
 GK1079.The horizontal coordinates were established by classical geodetic methods
 GK1079.and adjusted by the National Geodetic Survey in October 1998.
 GK1079
 GK1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1079
 GK1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1079.GEOID18 height accuracy estimate available here.
 GK1079
 GK1079.Click photographs - Photos may exist for this station.
 GK1079
 GK1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1079
 GK1079. The following values were computed from the NAD 83(1997) position.
 GK1079
 GK1079;                    North         East     Units Scale Factor Converg.
 GK1079;SPC OK N     -   209,791.327   366,146.338   MT  1.00001884   -1 32 52.2
 GK1079;SPC OK N     -   688,290.38  1,201,265.11   sFT  1.00001884   -1 32 52.2
 GK1079;UTM  14      - 4,080,822.385   355,346.674   MT  0.99985778   -0 58 25.2
 GK1079
 GK1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1079!SPC OK N     -   0.99987786  x   1.00001884  =   0.99989669
 GK1079!UTM  14      -   0.99987786  x   0.99985778  =   0.99973565
 GK1079
 GK1079:                Primary Azimuth Mark                     Grid Az
 GK1079:SPC OK N     -  FLORIS AZ MK                             050 38 25.6
 GK1079:UTM  14      -  FLORIS AZ MK                             050 03 58.6
 GK1079
 GK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5534680822(NAD 83)
 GK1079
 GK1079|---------------------------------------------------------------------|
 GK1079| PID    Reference Object                     Distance      Geod. Az  |
 GK1079|                                                           dddmmss.s |
 GK1079| CK8712 FLORIS AZ MK                                       0490533.4 |
 GK1079| GK1077 FORGAN MUNICIPAL WATER TANK         APPROX. 9.0 KM 0575046.5 |
 GK1079| GK1078 BEAVER MUNICIPAL WATER TANK         APPROX.10.4 KM 1232351.8 |
 GK1079| CK8713 FLORIS RM 1                          26.890 METERS 18236     |
 GK1079| CK8714 FLORIS RM 2                          24.710 METERS 29040     |
 GK1079|---------------------------------------------------------------------|
 GK1079
 GK1079                          SUPERSEDED SURVEY CONTROL
 GK1079
 GK1079  NAD 83(1993)-  36 51 44.16451(N)    100 37 21.97811(W) AD(       ) 1
 GK1079  NAD 83(1986)-  36 51 44.16786(N)    100 37 21.97331(W) AD(       ) 1
 GK1079  NAD 27      -  36 51 44.07641(N)    100 37 20.42617(W) AD(       ) 1
 GK1079  NGVD 29 (07/19/86)  805.3    (m)         2642.     (f) VERT ANG       
 GK1079
 GK1079.Superseded values are not recommended for survey control.
 GK1079
 GK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1079.See file dsdata.pdf to determine how the superseded data were derived.
 GK1079
 GK1079_MARKER: DS = TRIANGULATION STATION DISK
 GK1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1079_STAMPING: FLORIS 1934
 GK1079_MARK LOGO: CGS
 GK1079_PROJECTION: PROJECTING
 GK1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1079+STABILITY: SURFACE MOTION
 GK1079
 GK1079  HISTORY     - Date     Condition        Report By
 GK1079  HISTORY     - 1934     MONUMENTED       CGS
 GK1079  HISTORY     - 19920430 POOR             USGS
 GK1079
 GK1079                          STATION DESCRIPTION
 GK1079
 GK1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK1079'ABOUT 6 MILES NORTHWEST OF BEAVER, 6 MILES SOUTHWEST OF FORGAN
 GK1079'AND 5 MILES EAST OF FLORIS, NEAR NORTHWEST CORNER, SEC. 36,
 GK1079'T. 5 N., R. 22 E., IN SANDY PASTURE OWNED BY THE J.E. GEORGE
 GK1079'ESTATE OF LIBERAL.  STATION IS ON SUMMIT OF A SAND KNOLL.
 GK1079'HIGHEST IN VICINITY, ABOUT 0.2 MILE SOUTHWEST OF NORTHEAST
 GK1079'CORNER OF SECTION 36, AND ABOUT 375 FEET SOUTH OF GRADED
 GK1079'ROAD.  MARK PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 GK1079'
 GK1079'REFERENCE MARK NO. 1 IS SOUTH OF STATION, ON SAME RIDGE.
 GK1079'
 GK1079'REFERENCE MARK NO. 2 IS WEST OF STATION ON WEST SLOPE OF SAME
 GK1079'RIDGE STATION IS ON.
 GK1079'
 GK1079'AZIMUTH MARK IS NORTHEAST OF STATION IN FENCE CORNER AT
 GK1079'NORTHWEST ANGLE OF INTERSECTION OF SECTION-LINE ROADS, 28 FEET
 GK1079'WEST OF CENTERLINE OF NORTH-AND-SOUTH ROAD AND 38 FEET NORTH
 GK1079'OF CENTERLINE OF EAST-AND-WEST ROAD.  DISTANCE BETWEEN REFERENCE
 GK1079'MARK NO. 1 AND REFERENCE MARK NO. 2 IS 136.9 FEET.  ALL REFERENCE
 GK1079'MARKS PROJECT ABOUT 10 INCHES.
 GK1079'
 GK1079'REACHED FROM LIBERAL BY U.S. HIGHWAY 83 SOUTH AND EAST 11.8
 GK1079'MILES TO JUNCTION WITH U.S. HIGHWAY 64.  FOLLOW U.S. HIGHWAY
 GK1079'64 EAST 14.0 MILES TO GRADED ROAD LEADING SOUTH.  FOLLOW THIS
 GK1079'ROAD SOUTH 3.0 MILES TO ANGLE WHERE IT TURNS WEST.
 GK1079'
 GK1079'ENTER GATE INTO PASTURE ON SOUTH SIDE OF ANGLE AND DRIVE
 GK1079'SOUTHWEST ABOUT 0.2 MILE TO HIGHEST POINT IN VICINITY AND
 GK1079'STATION.
 GK1079'
 GK1079'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 GK1079'CONCRETE MONUMENTS.
 GK1079'
 GK1079'HEIGHT OF LIGHT ABOVE STATION MARK - 18.00 METERS.
 GK1079
 GK1079                          STATION RECOVERY (1992)
 GK1079
 GK1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (DB)
 GK1079'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0592 ***********************************************************************
 FK0592  DESIGNATION -  FOLKS
 FK0592  PID         -  FK0592
 FK0592  STATE/COUNTY-  OK/BECKHAM
 FK0592  COUNTRY     -  US
 FK0592  USGS QUAD   -  CARTER EAST (2018)
 FK0592
 FK0592                         *CURRENT SURVEY CONTROL
 FK0592  ______________________________________________________________________
 FK0592* NAD 83(1993) POSITION- 35 12 23.06183(N) 099 26 29.73679(W)   ADJUSTED
 FK0592* NAVD 88 ORTHO HEIGHT -   579.6   (meters)     1902.    (feet) VERTCON3
 FK0592  ______________________________________________________________________
 FK0592  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 FK0592  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 FK0592  HORZ ORDER      -  FIRST
 FK0592
 FK0592.The horizontal coordinates were established by classical geodetic methods
 FK0592.and adjusted by the National Geodetic Survey in November 1994.
 FK0592
 FK0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0592
 FK0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0592.GEOID18 height accuracy estimate available here.
 FK0592
 FK0592.Click photographs - Photos may exist for this station.
 FK0592
 FK0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0592
 FK0592. The following values were computed from the NAD 83(1993) position.
 FK0592
 FK0592;                    North         East     Units Scale Factor Converg.
 FK0592;SPC OK S     -   208,711.230   468,736.029   MT  0.99999479   -0 49 05.8
 FK0592;SPC OK S     -   684,746.76  1,537,844.79   sFT  0.99999479   -0 49 05.8
 FK0592;UTM  14      - 3,896,022.405   459,805.173   MT  0.99961991   -0 15 16.5
 FK0592
 FK0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0592!SPC OK S     -   0.99991321  x   0.99999479  =   0.99990800
 FK0592!UTM  14      -   0.99991321  x   0.99961991  =   0.99953315
 FK0592
 FK0592:                Primary Azimuth Mark                     Grid Az
 FK0592:SPC OK S     -  SENTINEL WATER TANK                      103 07 36.9
 FK0592:UTM  14      -  SENTINEL WATER TANK                      102 33 47.6
 FK0592
 FK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5980596022(NAD 83)
 FK0592
 FK0592|---------------------------------------------------------------------|
 FK0592| PID    Reference Object                     Distance      Geod. Az  |
 FK0592|                                                           dddmmss.s |
 FK0592| CK8720 FOLKS RM 2                           43.590 METERS 09101     |
 FK0592| FK0590 SENTINEL WATER TANK                 APPROX.25.2 KM 1021831.1 |
 FK0592| CK8718 FOLKS RM 1                           43.330 METERS 18731     |
 FK0592|---------------------------------------------------------------------|
 FK0592
 FK0592                          SUPERSEDED SURVEY CONTROL
 FK0592
 FK0592  NAD 83(1986)-  35 12 23.06661(N)    099 26 29.73184(W) AD(       ) 1
 FK0592  NAD 27      -  35 12 22.87900(N)    099 26 28.41500(W) AD(       ) 1
 FK0592  USSD        -  35 12 22.82200(N)    099 26 28.78200(W) AD(       ) 3
 FK0592  NGVD 29 (07/19/86)  579.4    (m)         1901.     (f) VERT ANG       
 FK0592
 FK0592.Superseded values are not recommended for survey control.
 FK0592
 FK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0592.See file dsdata.pdf to determine how the superseded data were derived.
 FK0592
 FK0592_MARKER: DS = TRIANGULATION STATION DISK
 FK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0592_STAMPING: FOLKS 1921
 FK0592_MARK LOGO: CGS
 FK0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0592+STABILITY: SURFACE MOTION
 FK0592
 FK0592  HISTORY     - Date     Condition        Report By
 FK0592  HISTORY     - 1921     MONUMENTED       CGS
 FK0592  HISTORY     - 1934     GOOD             CGS
 FK0592  HISTORY     - 1957     GOOD             CGS
 FK0592  HISTORY     - 1960     GOOD             CGS
 FK0592  HISTORY     - 1965     GOOD             OKDH
 FK0592  HISTORY     - 1967     GOOD             CGS
 FK0592  HISTORY     - 1987     POOR             SSC
 FK0592
 FK0592                          STATION DESCRIPTION
 FK0592
 FK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0592'ABOUT 1 MILE SOUTH AND 4 MILES EAST OF CARTER, A TOWN ON THE
 FK0592'MISSOURI-KANSAS-TEXAS RAILROAD, IN SE 1/4 SEC. 32, T9N, R21W, ABOUT
 FK0592'250 METERS (820 FEET) NORTH OF WAGON ROAD ON SOUTH SIDE OF SECTION,
 FK0592'AND ON LAND OWNED BY J.M.  WOLFE.  SURFACE AND UNDERGROUND MARKS ARE
 FK0592'STANDARD STATION DISKS IN CONCRETE.  REFERENCE MARK IS STANDARD
 FK0592'REFERENCE DISK IN CONCRETE, 43.26 METERS (141.9 FEET) FROM STATION, S
 FK0592'7 DEG 31 MIN W.
 FK0592
 FK0592                          STATION RECOVERY (1934)
 FK0592
 FK0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0592'ORIGINAL DESCRIPTION GOOD.  STATION RECOVERED AS DESCRIBED.
 FK0592'
 FK0592'REFERENCE MARK 141.9 FEET, S 7 DEG 31 MIN W IS GOOD,
 FK0592'LOCATED IN FENCE LINE BETWEEN CULTIVATED FIELD AND PASTURE,
 FK0592'ABOUT 27 YARDS W OF NE OF FIELD.
 FK0592
 FK0592                          STATION RECOVERY (1957)
 FK0592
 FK0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 FK0592'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AND WAS FOUND
 FK0592'TO BE IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARK CHECKED
 FK0592'WITH THE PREVIOUS DESCRIPTION.  THE OLD DESCRIPTION IS NOW INADEQUATE
 FK0592'AND A NEW ONE FOLLOWS.
 FK0592'
 FK0592'THE STATION IS LOCATED ABOUT 24 MILES NORTH OF MANGUM, 14 MILES SOUTH
 FK0592'OF ELK CITY, AND 9 MILES SOUTHEAST OF SAYRE.
 FK0592'
 FK0592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 55 IN
 FK0592'CARTER GO EAST ON STATE HIGHWAY 55 FOR 3.9 MILES TO A DIRT CROSSROAD.
 FK0592'TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A T ROAD.  TURN RIGHT AND GO
 FK0592'0.3 MILE TO A DRIVE LEADING TO A FARM HOUSE.  TURN RIGHT AND DRIVE
 FK0592'AROUND THE EAST SIDE OF THE HOUSE FOR 0.05 MILE TO A GATE.  PASS
 FK0592'THROUGH THE GATE AND GO ABOUT 150 FEET TO THE NORTHEAST CORNER OF A
 FK0592'CULTIVATED FIELD.  FROM HERE GO NORTH FOR ABOUT 145 FEET TO THE
 FK0592'NORTHWEST CORNER OF A SMALL FENCED IN AREA AND THE STATION, ABOUT 15
 FK0592'FEET SOUTHWEST OF THE FENCE CORNER.
 FK0592'
 FK0592'THE STATION MARK, A STANDARD DISK STAMPED FOLKS 1921, IS SET IN THE
 FK0592'TOP OF A SQUARE CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND.  IT IS
 FK0592'ABOUT 15 FEET SOUTHWEST OF A SMALL FENCED IN AREA FROM THE NORTHWEST
 FK0592'CORNER.
 FK0592'
 FK0592'THE REFERENCE MARK, A STANDARD DISK STAMPED FOLKS 1921, IS SET IN THE
 FK0592'TOP OF A SQUARE CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND.  IT IS
 FK0592'SOUTH OF THE STATION IN AN EAST-WEST FENCE LINE THAT SEPERATES A
 FK0592'CULTIVATED FIELD FROM PASTURE LAND, AND IS 32 FEET WEST OF THE
 FK0592'NORTHEAST FENCE CORNER OF THE CULTIVATED FIELD.
 FK0592'
 FK0592'NOTE-AT THE TIME OF RECOVERY THE REFERENCE MARK WAS COVERED WITH 2
 FK0592'INCHES OF BLOW SAND DRIFTING AT THE FENCE LINE.
 FK0592
 FK0592                          STATION RECOVERY (1960)
 FK0592
 FK0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 FK0592'STATION AND REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION.
 FK0592'
 FK0592'THE STATION IS ON THE HIGHEST POINT IN THE VICINITY, ABOUT 0.1 MILE
 FK0592'NORTH OF A FARM HOUSE ON THE PROPERTY OF MRS. PAULINE COOKSEY.
 FK0592'
 FK0592'THE STATION MARK IS 5 PACES WEST OF A FENCE, 5 PACES WEST-SOUTHWEST OF
 FK0592'NORTHWEST CORNER FENCE POST OF A SMALL LOT, AND 19 PACES NORTH OF THE
 FK0592'SOUTHWEST CORNER OF SMALL LOT, AND 49 PACES NORTH OF EAST-WEST FENCE
 FK0592'AT THE NORTHEAST CORNER OF A CULTIVATED FIELD.  THE REFERENCE MARK IS
 FK0592'IN THE EAST-WEST FENCE LINE, AND 33 FEET WEST OF GATE POST AND EAST
 FK0592'END OF THE FENCE LINE.
 FK0592
 FK0592                          STATION RECOVERY (1965)
 FK0592
 FK0592'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1965
 FK0592'STATION FOUND IN GOOD CONDITION.  AZIMUTH MARK IS GONE.
 FK0592
 FK0592                          STATION RECOVERY (1967)
 FK0592
 FK0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FK0592'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 FK0592'GOOD CONDITION.  THE FENCED AREA AT THE STATION SITE NO LONGER
 FK0592'REMAINS.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.26
 FK0592'FEET.  REFERENCE MARK NO. 2 WAS SET.
 FK0592'
 FK0592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 55 AT
 FK0592'CARTER, GO EAST ON STATE HIGHWAY 55 FOR 4.0 MILES TO A CROSSROAD.
 FK0592'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 FK0592'T-INTERSECTION.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.3
 FK0592'MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT PASSING THROUGH ABANDONED
 FK0592'FARMYARD FOR ABOUT 0.1 MILE TO HIGHEST POINT OF PASTURE AND THE
 FK0592'STATION.
 FK0592'
 FK0592'STATION MARK, A STANDARD DISK STAMPED FOLKS 1921, IS SET IN THE TOP OF
 FK0592'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FK0592'IT IS 144 FEET WEST OF A NORTH-SOUTH FENCE AND 142 FEET NORTH OF AN
 FK0592'EAST-WEST FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 FK0592'
 FK0592'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOLKS 1921, IS SET IN
 FK0592'THE TOP OF A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 FK0592'OF THE GROUND.  IT IS 32.5 FEET WEST OF A CORNER FENCE POST AND IN AN
 FK0592'EAST-WEST FENCE LINE.
 FK0592'
 FK0592'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOLKS 1921 NO. 2 1967,
 FK0592'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 FK0592'IT IS 1 FOOT WEST OF A NORTH-SOUTH FENCE AND ABOUT 4 FEET LOWER IN
 FK0592'ELEVATION THAN THE STATION.
 FK0592'
 FK0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST OF
 FK0592'CARTER.
 FK0592
 FK0592                          STATION RECOVERY (1987)
 FK0592
 FK0592'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1987 (PJM)
 FK0592'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1035 ***********************************************************************
 FH1035  DESIGNATION -  FOLLIET
 FH1035  PID         -  FH1035
 FH1035  STATE/COUNTY-  OK/HASKELL
 FH1035  COUNTRY     -  US
 FH1035  USGS QUAD   -  KEOTA (2018)
 FH1035
 FH1035                         *CURRENT SURVEY CONTROL
 FH1035  ______________________________________________________________________
 FH1035* NAD 83(1993) POSITION- 35 18 01.51889(N) 094 54 51.48698(W)   ADJUSTED
 FH1035* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 FH1035  ______________________________________________________________________
 FH1035  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 FH1035  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 FH1035  HORZ ORDER      -  FIRST
 FH1035
 FH1035.The horizontal coordinates were established by classical geodetic methods
 FH1035.and adjusted by the National Geodetic Survey in November 1994.
 FH1035
 FH1035.The orthometric height was scaled from a topographic map.
 FH1035
 FH1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1035.GEOID18 height accuracy estimate available here.
 FH1035
 FH1035.Click photographs - Photos may exist for this station.
 FH1035
 FH1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1035
 FH1035. The following values were computed from the NAD 83(1993) position.
 FH1035
 FH1035;                    North         East     Units Scale Factor Converg.
 FH1035;SPC OK S     -   222,493.973   880,614.515   MT  1.00001395   +1 45 05.4
 FH1035;SPC OK S     -   729,965.64  2,889,149.45   sFT  1.00001395   +1 45 05.4
 FH1035;UTM  15      - 3,908,040.124   325,946.787   MT  0.99997335   -1 06 23.3
 FH1035
 FH1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1035!SPC OK S     -   0.99996476  x   1.00001395  =   0.99997871
 FH1035!UTM  15      -   0.99996476  x   0.99997335  =   0.99993811
 FH1035
 FH1035:                Primary Azimuth Mark                     Grid Az
 FH1035:SPC OK S     -  FOLLIET AZ MK                            075 48 59.6
 FH1035:UTM  15      -  FOLLIET AZ MK                            078 40 28.3
 FH1035
 FH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2594608040(NAD 83)
 FH1035
 FH1035|---------------------------------------------------------------------|
 FH1035| PID    Reference Object                     Distance      Geod. Az  |
 FH1035|                                                           dddmmss.s |
 FH1035| CI0907 FOLLIET RM 1                         28.566 METERS 03148     |
 FH1035| CI0906 FOLLIET AZ MK                                      0773405.0 |
 FH1035| CI0908 FOLLIET RM 2                         26.817 METERS 31504     |
 FH1035|---------------------------------------------------------------------|
 FH1035
 FH1035                          SUPERSEDED SURVEY CONTROL
 FH1035
 FH1035  NAD 83(1986)-  35 18 01.52686(N)    094 54 51.47762(W) AD(       ) 1
 FH1035  NAD 27      -  35 18 01.18000(N)    094 54 50.65000(W) AD(       ) 1
 FH1035
 FH1035.Superseded values are not recommended for survey control.
 FH1035
 FH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1035.See file dsdata.pdf to determine how the superseded data were derived.
 FH1035
 FH1035_MARKER: DS = TRIANGULATION STATION DISK
 FH1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1035_STAMPING: FOLLIET 1940
 FH1035_MARK LOGO: CGS
 FH1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1035+STABILITY: SURFACE MOTION
 FH1035
 FH1035  HISTORY     - Date     Condition        Report By
 FH1035  HISTORY     - 1940     MONUMENTED       CGS
 FH1035  HISTORY     - 1959     GOOD             CGS
 FH1035
 FH1035                          STATION DESCRIPTION
 FH1035
 FH1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1035'STATION IS LOCATED ABOUT 3.0 MILES N OF KEOTA AND ABOUT
 FH1035'8.0 MILES SE OF TAMAHA, NEAR THE SW POINT ON THE HIGHEST
 FH1035'PART OF TABLE LAND KNOWN AS FOLLIET MOUNTAIN AND ON LAND
 FH1035'OWNED BY HASKELL COUNTY.
 FH1035'
 FH1035'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1035'DISKS SET IN CONCRETE.
 FH1035'
 FH1035'STATION, STAMPED FOLLIET 1940, PROJECTS ABOUT 3 INCHES ABOVE
 FH1035'THE GROUND.  IT IS 9.8 FEET SW OF WHITE REFERENCE POST, AND
 FH1035'26.5 FEET N OF THE N EDGE OF A CULTIVATED FIELD.
 FH1035'
 FH1035'REFERENCE MARK NO.1, STAMPED FOLLIET NO.1 1940, PROJECTS
 FH1035'ABOUT 4 INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION
 FH1035'AS THE STATION.  IT IS 7 FEET N OF THE CENTER LINE OF THE
 FH1035'FARM ROAD.  REFERENCE MARK NO.2, STAMPED FOLLIET NO.2 1940,
 FH1035'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 FH1035'SAME ELEVATION AS THE STATION.
 FH1035'
 FH1035'AZIMUTH MARK, STAMPED FOLLIET 1940, IS SET IN BEDROCK FLUSH
 FH1035'WITH THE GROUND.  IT IS 6.5 FEET S OF WHITE REFERENCE POST,
 FH1035'58 FEET E OF CULTIVATED FIELD, AND 7.5 FEET W OF A 1-FOOT
 FH1035'OAK WITH A CROSS BLAZE.
 FH1035'
 FH1035'STATION IS REACHED AS FOLLOWS- FROM KEOTA GO E ON STATE
 FH1035'HIGHWAY 10 1.0 MILE TO GRAVEL ROAD ON N, THENCE N ON THIS
 FH1035'ROAD 4.4 MILES TO ANGLE TO WHERE ROAD TURNS FROM N TO E AT
 FH1035'A HOUSE ON THE LEFT.  KEEP LEFT FORK AT FRONT OF HOUSE,
 FH1035'N THROUGH GAP AND W ON ROUGH ROAD FOR 0.5 MILE TO A FARMHOUSE.
 FH1035'KEEP TO THE RIGHT OF BUILDINGS ON ROUGH ROAD AND GO NW 0.15
 FH1035'MILE TO ANOTHER HOUSE.  KEEP LEFT FORK, TURNING S ON THE E SIDE
 FH1035'OF HOUSE, UP HILL 0.05 MILE TO A GATE, CONTINUE SW THROUGH
 FH1035'GATE ON OLD ROAD 0.15 MILE TO FORK.  TAKE RIGHT FORK AND GO
 FH1035'SW 0.4 MILE TO A GATE, PASS THROUGH GATE THENCE RIGHT ALONG FENCE
 FH1035'0.1 MILE TO ANOTHER GATE AT FENCE CORNER (AT THIS POINT
 FH1035'AZIMUTH MARK IS REACHED BY CONTINUING S ALONG FENCE FOR
 FH1035'0.1 MILE, THENCE LEFT (E) ALONG EDGE OF FIELD 0.2 MILE
 FH1035'TO THE AZIMUTH MARK ON THE RIGHT).  TURN RIGHT THROUGH GATE
 FH1035'AND GO 0.85 MILE KEEPING ON MAIN ROAD AND PASSING
 FH1035'THROUGH TWO GATES EN ROUTE TO A GATE ON THE RIGHT.  TURN
 FH1035'RIGHT THROUGH GATE AND CONTINUE ON FARM ROAD FOR 0.05
 FH1035'MILE TO STATION.
 FH1035'
 FH1035'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FH1035
 FH1035                          STATION RECOVERY (1959)
 FH1035
 FH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1035'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1035'THE STATION IS NEAR THE SOUTHWEST AND HIGHEST POINT OF FOLLIET
 FH1035'MOUNTAIN.  THE AZIMUTH MARK IS NEAR THE HIGHEST POINT OF
 FH1035'THE EAST END OF THE MOUNTAIN AT THE EAST END OF A CLEARED FIELD.
 FH1035'A TRIANGLE BLAZE WAS CUT ON AN 8-INCH OAK TREE ABOUT 22
 FH1035'FEET NORTH OF THE MARK.  A NEW ROAD HAS BEEN BUILT UP THE
 FH1035'SOUTH SIDE OF THE MOUNTAIN SO A NEW DESCRIPTION TO REACH
 FH1035'THE STATION FROM KEOTA FOLLOWS.
 FH1035'
 FH1035'TO REACH FROM KEOTA, FROM THE STOP LIGHT, GO EAST ON STATE
 FH1035'HIGHWAY 9 FOR 0.2 MILE TO CROSSROADS, TURN LEFT AND GO NORTH
 FH1035'FOR 2.05 MILES TO FORKS, CONTINUE STRAIGHT AHEAD ON RIGHT
 FH1035'FORK FOR 0.25 MILE TO A T-INTERSECTION, TURN RIGHT AND GO
 FH1035'EAST FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 FH1035'NORTH FOR 0.4 MILE TO A GATE ON RIGHT AT FORKS, TAKE RIGHT
 FH1035'FORK THROUGH GATE FOR 0.05 MILE TO A HOUSE ON LEFT, CONTINUE
 FH1035'EASTERLY FOR 0.05 MILE TO A WIRE GATE, CONTINUE EASTERLY
 FH1035'FOR 0.1 MILE TO FORK, TAKE LEFT FORK ON BLADED ROAD FOR
 FH1035'0.05 MILE TO A WIRE GATE, CONTINUE NORTHERLY UP MOUNTAIN FOR
 FH1035'0.5 MILE TO TOP OF MOUNTAIN, TURN LEFT AND PICK ROAD THROUGH
 FH1035'FIELDS WEST AND SOUTHWEST FOR ABOUT 0.4 MILE TO STATION ON
 FH1035'HIGHEST POINT AND TO WEST-NORTHWEST OF A LONE TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1001 ***********************************************************************
 GH1001  DESIGNATION -  FORAKER MUNICIPAL TANK
 GH1001  PID         -  GH1001
 GH1001  STATE/COUNTY-  OK/OSAGE
 GH1001  COUNTRY     -  US
 GH1001  USGS QUAD   -  FORAKER SOUTH (2018)
 GH1001
 GH1001                         *CURRENT SURVEY CONTROL
 GH1001  ______________________________________________________________________
 GH1001* NAD 83(1997) POSITION- 36 52 18.04605(N) 096 34 06.32638(W)   ADJUSTED
 GH1001  ______________________________________________________________________
 GH1001  GEOID HEIGHT    -        -28.825 (meters)                     GEOID18
 GH1001  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 GH1001  HORZ ORDER      -  THIRD
 GH1001
 GH1001.The horizontal coordinates were established by classical geodetic methods
 GH1001.and adjusted by the National Geodetic Survey in October 1998.
 GH1001
 GH1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1001.GEOID18 height accuracy estimate available here.
 GH1001
 GH1001.Click photographs - Photos may exist for this station.
 GH1001
 GH1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1001
 GH1001. The following values were computed from the NAD 83(1997) position.
 GH1001
 GH1001;                    North         East     Units Scale Factor Converg.
 GH1001;SPC OK N     -   208,618.083   727,638.823   MT  1.00002085   +0 50 41.4
 GH1001;SPC OK N     -   684,441.16  2,387,261.71   sFT  1.00002085   +0 50 41.4
 GH1001;UTM  14      - 4,083,397.963   716,733.472   MT  1.00017872   +1 27 34.5
 GH1001
 GH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1673383397(NAD 83)
 GH1001
 GH1001                          SUPERSEDED SURVEY CONTROL
 GH1001
 GH1001  NAD 83(1993)-  36 52 18.04505(N)    096 34 06.32746(W) AD(       ) 3
 GH1001  NAD 83(1986)-  36 52 18.06242(N)    096 34 06.31720(W) AD(       ) 3
 GH1001  NAD 27      -  36 52 17.94606(N)    096 34 05.25515(W) AD(       ) 3
 GH1001
 GH1001.Superseded values are not recommended for survey control.
 GH1001
 GH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1001.See file dsdata.pdf to determine how the superseded data were derived.
 GH1001
 GH1001_MARKER: 51 = TANK
 GH1001
 GH1001  HISTORY     - Date     Condition        Report By
 GH1001  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH1001
 GH1001                          STATION DESCRIPTION
 GH1001
 GH1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1001'POINT OBSERVED UPON IS FINIAL OF STEEL WATER TANK, PROBABLY
 GH1001'MUNICIPAL SUPPLY.  TOWN WAS OFF SCHEME AND NOT VISITED.
 GH1001'
 GH1001'OBSERVED UPON FROM STATIONS COOPER, WARREN, HARDY, EVANS AND
 GH1001'DAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0723 ***********************************************************************
 EL0723  DESIGNATION -  FOREST
 EL0723  PID         -  EL0723
 EL0723  STATE/COUNTY-  OK/ATOKA
 EL0723  COUNTRY     -  US
 EL0723  USGS QUAD   -  BRUNO (2019)
 EL0723
 EL0723                         *CURRENT SURVEY CONTROL
 EL0723  ______________________________________________________________________
 EL0723* NAD 83(1993) POSITION- 34 17 59.64900(N) 096 02 33.86947(W)   ADJUSTED
 EL0723* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 EL0723  ______________________________________________________________________
 EL0723  GEOID HEIGHT    -        -28.399 (meters)                     GEOID18
 EL0723  LAPLACE CORR    -         -8.88  (seconds)                    DEFLEC18
 EL0723  HORZ ORDER      -  SECOND
 EL0723
 EL0723.The horizontal coordinates were established by classical geodetic methods
 EL0723.and adjusted by the National Geodetic Survey in November 1994.
 EL0723
 EL0723.The orthometric height was scaled from a topographic map.
 EL0723
 EL0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0723.GEOID18 height accuracy estimate available here.
 EL0723
 EL0723.Click photographs - Photos may exist for this station.
 EL0723
 EL0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0723
 EL0723. The following values were computed from the NAD 83(1993) position.
 EL0723
 EL0723;                    North         East     Units Scale Factor Converg.
 EL0723;SPC OK S     -   108,961.645   780,162.344   MT  0.99994818   +1 06 39.5
 EL0723;SPC OK S     -   357,485.00  2,559,582.62   sFT  0.99994818   +1 06 39.5
 EL0723;UTM  14      - 3,799,369.719   772,177.369   MT  1.00051326   +1 40 03.0
 EL0723;UTM  15      - 3,799,602.155   219,952.344   MT  1.00056684   -1 42 56.8
 EL0723
 EL0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0723!SPC OK S     -   0.99997148  x   0.99994818  =   0.99991966
 EL0723!UTM  14      -   0.99997148  x   1.00051326  =   1.00048473
 EL0723!UTM  15      -   0.99997148  x   1.00056684  =   1.00053830
 EL0723
 EL0723:                Primary Azimuth Mark                     Grid Az
 EL0723:SPC OK S     -  FOREST AZ MK                             064 27 07.2
 EL0723:UTM  14      -  FOREST AZ MK                             063 53 43.7
 EL0723:UTM  15      -  FOREST AZ MK                             067 16 43.5
 EL0723
 EL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7217799369(NAD 83)
 EL0723
 EL0723|---------------------------------------------------------------------|
 EL0723| PID    Reference Object                     Distance      Geod. Az  |
 EL0723|                                                           dddmmss.s |
 EL0723| CY1856 FOREST AZ MK                                       0653346.7 |
 EL0723| CY1857 FOREST RM 1                          52.537 METERS 23639     |
 EL0723| CY1858 FOREST RM 2                          56.935 METERS 31028     |
 EL0723| EL0726 LEHIGH MUNICIPAL TANK               APPROX.24.6 KM 3194920.1 |
 EL0723|---------------------------------------------------------------------|
 EL0723
 EL0723                          SUPERSEDED SURVEY CONTROL
 EL0723
 EL0723  NAD 83(1986)-  34 17 59.65479(N)    096 02 33.86201(W) AD(       ) 2
 EL0723  NAD 27      -  34 17 59.31360(N)    096 02 32.90270(W) AD(       ) 2
 EL0723
 EL0723.Superseded values are not recommended for survey control.
 EL0723
 EL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0723.See file dsdata.pdf to determine how the superseded data were derived.
 EL0723
 EL0723_MARKER: DS = TRIANGULATION STATION DISK
 EL0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0723_STAMPING: FOREST USGS 1935
 EL0723_MARK LOGO: CGS
 EL0723_PROJECTION: RECESSED 20 CENTIMETERS
 EL0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0723+STABILITY: SURFACE MOTION
 EL0723
 EL0723  HISTORY     - Date     Condition        Report By
 EL0723  HISTORY     - 1935     MONUMENTED       CGS
 EL0723  HISTORY     - 1955     GOOD             CGS
 EL0723
 EL0723                          STATION DESCRIPTION
 EL0723
 EL0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EL0723'STATION IS ABOUT 8 MILES SE OF ATOKA, ABOUT 3-1/2 MILES W OF THE
 EL0723'VILLAGE OF LANE, IN THE NE 1/4 OF SEC. 16, T 3 S, R 12 E, ON LAND
 EL0723'OWNED BY ANNA MOOR, AN INDIAN AND OCCUPIED BY MARY DANA, AN
 EL0723'INDIAN.  IT IS ON THE HIGHEST POINT OF LAND IN THE SW CORNER
 EL0723'OF A CULTIVATED FIELD, ABOUT 260 YARDS S OF SECTION-LINE ROAD,
 EL0723'AND 37 YARDS E OF TIMBER LINE.  MARK IS 12 INCHES UNDERGROUND.
 EL0723'
 EL0723'THIS STATION WAS MARKED BY A 6- BY 10-INCH STONE PROJECTING 6
 EL0723'INCHES, MARKED WITH A TRIANGLE AND U.S.  THE STONE WAS REMOVED
 EL0723'AND A STANDARD MARK SET.
 EL0723'
 EL0723'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EL0723'
 EL0723'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN WOODS, 26 FEET
 EL0723'W OF TIMBER LINE, 12 FEET E OF AN 18-INCH OAK, 26 FEET S OF A
 EL0723'15-INCH OAK.  MARK PROJECTS 4 INCHES.
 EL0723'
 EL0723'REFERENCE MARK NO. 2 IS NW OF THE STATION, IN WOODS, 19 FEET W
 EL0723'OF TIMBER LINE, ABOUT 210 YARDS S OF SECTION-LINE ROAD.
 EL0723'MARK PROJECTS 4 INCHES.
 EL0723'
 EL0723'AZIMUTH MARK IS ENE OF THE STATION, IN THE NE CORNER OF A
 EL0723'CULTIVATED FIELD, 72 FEET W OF THE NE FENCE CORNER, 40 FEET S
 EL0723'OF THE CENTER LINE OF ROAD, 6 INCHES S OF FENCE LINE, 0.2
 EL0723'MILE E OF CROSS ROAD.  MARK PROJECTS 4 INCHES.
 EL0723'
 EL0723'STATION REACHED FROM ATOKA, E ON STATE HIGHWAY 19, 6.9 MILES
 EL0723'TO SIDE ROAD LEADING S AND SAWMILL ON N, THENCE S 1.4 MILES TO
 EL0723'CROSS ROAD, THENCE W 0.15 MILE TO DWELLING AND STATION 260
 EL0723'YARDS S.
 EL0723'
 EL0723'ALL LIGHTS COME INTO VIEW AT 77 FEET.
 EL0723
 EL0723                          STATION RECOVERY (1955)
 EL0723
 EL0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0723'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EL0723'A COMPLETE DESCRIPTION FOLLOWS.
 EL0723'
 EL0723'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL
 EL0723'CULTIVATED FIELD THAT IS SURROUNDED BY TREES.  IT IS ABOUT
 EL0723'8 MILES AIRLINE SOUTHEAST OF ATOKA AND 3-1/2 MILES AIRLINE
 EL0723'WEST OF LANE.
 EL0723'
 EL0723'TO REACH FROM THE U.S. POST OFFICE IN ATOKA, GO NORTH FOR 0.05
 EL0723'MILE TO STATE ROUTE 3.  TURN RIGHT AND GO SOUTHEAST ON STATE
 EL0723'ROUTE 3 FOR 6.3 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO
 EL0723'SOUTH FOR 1.4 MILES TO A CROSS ROAD.  CONTINUE SOUTH FOR 0.15
 EL0723'MILE TO A WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND GO WEST
 EL0723'ACROSS CULTIVATED FIELD FOR 0.15 MILE TO THE HIGHEST POINT AND
 EL0723'THE STATION.
 EL0723'
 EL0723'THE STATION MARK IS A STANDARD DISK STAMPED FOREST USGS 1935,
 EL0723'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT 8 INCHES
 EL0723'BELOW GROUND SURFACE.  IT IS 105 FEET EAST OF THE TIMBER LINE.
 EL0723'
 EL0723'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FOREST
 EL0723'USGS NO 1 1935, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 EL0723'MONUMENT THAT PROJECTS 4 INCHES.  IT IS IN THE TREES BORDERING
 EL0723'THE WEST EDGE OF THE FIELD.  30 FEET WEST OF THE WEST EDGE
 EL0723'OF THE FIELD AND ABOUT 6 FEET LOWER THAN THE STATION.
 EL0723'
 EL0723'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FOREST
 EL0723'USGS NO 2 1935, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 EL0723'MONUMENT THAT PROJECTS 4 INCHES.  IT IS IN THE TREES BORDERING
 EL0723'THE WEST EDGE OF THE FIELD.  22 FEET WEST OF THE WEST EDGE
 EL0723'OF THE FIELD AND ABOUT 4 FEET LOWER THAN THE STATION.
 EL0723'
 EL0723'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 EL0723'FOREST USGS AZIMUTH 1935, SET IN THE TOP OF A 12-INCH-SQUARE
 EL0723'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 100 YARDS
 EL0723'WEST OF A FARM HOUSE, 39 FEET SOUTH OF THE CENTER LINE OF
 EL0723'A GRADED ROAD, 9 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 EL0723'AND SET IN AN EAST-WEST FENCE LINE.  TO REACH FROM THE
 EL0723'STATION, GO EAST 0.15 MILE TO A WIRE GATE.  PASS THROUGH GATE
 EL0723'AND GO NORTH ON GRADED ROAD FOR 0.15 MILE TO A CROSS ROAD.
 EL0723'TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.1 MILE TO THE
 EL0723'AZIMUTH MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0540 ***********************************************************************
 GJ0540  DESIGNATION -  FOREST
 GJ0540  PID         -  GJ0540
 GJ0540  STATE/COUNTY-  OK/KINGFISHER
 GJ0540  COUNTRY     -  US
 GJ0540  USGS QUAD   -  BARR (2018)
 GJ0540
 GJ0540                         *CURRENT SURVEY CONTROL
 GJ0540  ______________________________________________________________________
 GJ0540* NAD 83(1993) POSITION- 36 08 34.24285(N) 098 07 18.01667(W)   ADJUSTED
 GJ0540* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 GJ0540  ______________________________________________________________________
 GJ0540  GEOID HEIGHT    -        -27.422 (meters)                     GEOID18
 GJ0540  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GJ0540  HORZ ORDER      -  SECOND
 GJ0540
 GJ0540.The horizontal coordinates were established by classical geodetic methods
 GJ0540.and adjusted by the National Geodetic Survey in November 1994.
 GJ0540
 GJ0540.The orthometric height was scaled from a topographic map.
 GJ0540
 GJ0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0540.GEOID18 height accuracy estimate available here.
 GJ0540
 GJ0540.Click photographs - Photos may exist for this station.
 GJ0540
 GJ0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0540
 GJ0540. The following values were computed from the NAD 83(1993) position.
 GJ0540
 GJ0540;                    North         East     Units Scale Factor Converg.
 GJ0540;SPC OK N     -   126,808.752   589,050.085   MT  0.99994550   -0 04 18.5
 GJ0540;SPC OK N     -   416,038.38  1,932,575.15   sFT  0.99994550   -0 04 18.5
 GJ0540;UTM  14      - 4,000,149.510   579,019.621   MT  0.99967693   +0 31 05.0
 GJ0540
 GJ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0540!SPC OK N     -   0.99994731  x   0.99994550  =   0.99989281
 GJ0540!UTM  14      -   0.99994731  x   0.99967693  =   0.99962426
 GJ0540
 GJ0540:                Primary Azimuth Mark                     Grid Az
 GJ0540:SPC OK N     -  FOREST AZ MK                             177 58 43.2
 GJ0540:UTM  14      -  FOREST AZ MK                             177 23 19.7
 GJ0540
 GJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7901900149(NAD 83)
 GJ0540
 GJ0540|---------------------------------------------------------------------|
 GJ0540| PID    Reference Object                     Distance      Geod. Az  |
 GJ0540|                                                           dddmmss.s |
 GJ0540| CK9622 FOREST RM 1                          18.430 METERS 07911     |
 GJ0540| CK8732 FOREST AZ MK                                       1775424.7 |
 GJ0540| CK9623 FOREST RM 2                          19.412 METERS 35531     |
 GJ0540|---------------------------------------------------------------------|
 GJ0540
 GJ0540                          SUPERSEDED SURVEY CONTROL
 GJ0540
 GJ0540  NAD 83(1986)-  36 08 34.24754(N)    098 07 18.00272(W) AD(       ) 2
 GJ0540  NAD 27      -  36 08 34.11536(N)    098 07 16.77363(W) AD(       ) 2
 GJ0540
 GJ0540.Superseded values are not recommended for survey control.
 GJ0540
 GJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0540.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0540
 GJ0540_MARKER: DS = TRIANGULATION STATION DISK
 GJ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0540_STAMPING: FOREST 1963
 GJ0540_MARK LOGO: CGS
 GJ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0540+STABILITY: SURFACE MOTION
 GJ0540
 GJ0540  HISTORY     - Date     Condition        Report By
 GJ0540  HISTORY     - 1963     MONUMENTED       CGS
 GJ0540  HISTORY     - 19790308 GOOD             USGS
 GJ0540
 GJ0540                          STATION DESCRIPTION
 GJ0540
 GJ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0540'STATION IS LOCATED, AIRLINE, ABOUT 11 MILES EAST NORTHEAST OF OKEENE,
 GJ0540'2-3/4 MILES NORTHWEST OF LACEY, 1-3/4 MILES NORTH OF STATE HIGHWAY
 GJ0540'51 AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 GJ0540'
 GJ0540'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND 51
 GJ0540'IN OKEENE, GO EAST ON HIGHWAY 51 FOR 8.3 MILES TO THE CENTER OF THE
 GJ0540'BRIDGE OVER CIMARRON RIVER.  CONTINUE EAST ON THE HIGHWAY FOR 2.9
 GJ0540'MILES TO A CROSSROAD AND A CORRAL IN THE SOUTHWEST ANGLE.  TURN
 GJ0540'LEFT, NORTH, AND GO 1.5 MILES TO THE AZIMUTH MARK AT THE NORTHWEST
 GJ0540'CORNER OF A CEMETARY.  CONTINUE NORTH FOR 0.35 MILE TO THE STATION
 GJ0540'ON THE LEFT JUST BEFORE REACHING THE ORIN BUFORD RESIDENCE.
 GJ0540'
 GJ0540'STATION MARK, STAMPED FOREST 1963, IS A STANDARD DISK SET IN THE TOP
 GJ0540'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 184
 GJ0540'FEET SOUTH OF THE INTERSECTION OF CENTERLINES OF THE MAIN ROAD AND
 GJ0540'EAST SIDE ROAD TO THE BUFORD RESIDENCE, 28 FEET WEST OF THE
 GJ0540'CENTERLINE OF THE MAIN ROAD, 6 FEET EAST OF A FENCE LINE AND 2.4 FEET
 GJ0540'NORTH NORTHWEST OF A METAL WITNESS POST.
 GJ0540'
 GJ0540'REFERENCE MARK 1, STAMPED FOREST NO 1 1963, IS A STANDARD DISK SET
 GJ0540'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 GJ0540'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 33.9 FEET
 GJ0540'SOUTH OF A FENCE CORNER POST, 31.3 FEET EAST OF THE CENTERLINE OF
 GJ0540'THE ROAD AND 0.5 FEET WEST OF A FENCE LINE.
 GJ0540'
 GJ0540'REFERENCE MARK 2, STAMPED FOREST NO 2 1963, IS A STANDARD DISK SET IN
 GJ0540'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 GJ0540'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 34 FEET
 GJ0540'WEST OF THE CENTERLINE OF THE ROAD AND 1.1 FEET EAST OF A FENCE LINE.
 GJ0540'
 GJ0540'AZIMUTH MARK, STAMPED FOREST 1963, IS A STANDARD DISK SET IN THE TOP
 GJ0540'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 36
 GJ0540'FEET EAST OF THE CENTERLINE OF THE ROAD, 29.5 FEET NORTH OF THE
 GJ0540'NORTHWEST CORNER OF A CEMETARY, 1.9 FEET EAST OF A METAL WITNESS
 GJ0540'POST AND 1.3 FEET WEST OF A FENCE LINE.
 GJ0540'
 GJ0540'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GJ0540
 GJ0540                          STATION RECOVERY (1979)
 GJ0540
 GJ0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GJ0540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1077 ***********************************************************************
 GK1077  DESIGNATION -  FORGAN MUNICIPAL WATER TANK
 GK1077  PID         -  GK1077
 GK1077  STATE/COUNTY-  OK/BEAVER
 GK1077  COUNTRY     -  US
 GK1077  USGS QUAD   -  FORGAN (2018)
 GK1077
 GK1077                         *CURRENT SURVEY CONTROL
 GK1077  ______________________________________________________________________
 GK1077* NAD 83(1997) POSITION- 36 54 20.05559(N) 100 32 12.94061(W)   ADJUSTED
 GK1077  ______________________________________________________________________
 GK1077  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 GK1077  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 GK1077  HORZ ORDER      -  THIRD
 GK1077
 GK1077.The horizontal coordinates were established by classical geodetic methods
 GK1077.and adjusted by the National Geodetic Survey in October 1998.
 GK1077
 GK1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1077.GEOID18 height accuracy estimate available here.
 GK1077
 GK1077.Click photographs - Photos may exist for this station.
 GK1077
 GK1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1077
 GK1077. The following values were computed from the NAD 83(1997) position.
 GK1077
 GK1077;                    North         East     Units Scale Factor Converg.
 GK1077;SPC OK N     -   214,392.149   373,924.194   MT  1.00002830   -1 29 49.8
 GK1077;SPC OK N     -   703,384.91  1,226,782.96   sFT  1.00002830   -1 29 49.8
 GK1077;UTM  14      - 4,085,500.072   363,076.653   MT  0.99983096   -0 55 23.0
 GK1077
 GK1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6307685500(NAD 83)
 GK1077
 GK1077                          SUPERSEDED SURVEY CONTROL
 GK1077
 GK1077  NAD 83(1993)-  36 54 20.06054(N)    100 32 12.93981(W) AD(       ) 3
 GK1077  NAD 83(1986)-  36 54 20.06475(N)    100 32 12.93541(W) AD(       ) 3
 GK1077  NAD 27      -  36 54 19.97846(N)    100 32 11.39029(W) AD(       ) 3
 GK1077
 GK1077.Superseded values are not recommended for survey control.
 GK1077
 GK1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1077.See file dsdata.pdf to determine how the superseded data were derived.
 GK1077
 GK1077_MARKER: 53 = ELEVATED TANK
 GK1077
 GK1077  HISTORY     - Date     Condition        Report By
 GK1077  HISTORY     - 1933     FIRST OBSERVED   CGS
 GK1077
 GK1077                          STATION DESCRIPTION
 GK1077
 GK1077'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0983 ***********************************************************************
 EK0983  DESIGNATION -  FORNEY
 EK0983  PID         -  EK0983
 EK0983  STATE/COUNTY-  OK/CHOCTAW
 EK0983  COUNTRY     -  US
 EK0983  USGS QUAD   -  HUGO (2019)
 EK0983
 EK0983                         *CURRENT SURVEY CONTROL
 EK0983  ______________________________________________________________________
 EK0983* NAD 83(1993) POSITION- 34 00 44.65574(N) 095 36 24.30864(W)   ADJUSTED
 EK0983* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 EK0983  ______________________________________________________________________
 EK0983  GEOID HEIGHT    -        -28.955 (meters)                     GEOID18
 EK0983  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 EK0983  HORZ ORDER      -  FIRST
 EK0983
 EK0983.The horizontal coordinates were established by classical geodetic methods
 EK0983.and adjusted by the National Geodetic Survey in November 1994.
 EK0983
 EK0983.The orthometric height was scaled from a topographic map.
 EK0983
 EK0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0983.GEOID18 height accuracy estimate available here.
 EK0983
 EK0983.Click photographs - Photos may exist for this station.
 EK0983
 EK0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0983
 EK0983. The following values were computed from the NAD 83(1993) position.
 EK0983
 EK0983;                    North         East     Units Scale Factor Converg.
 EK0983;SPC OK S     -    77,945.765   821,043.585   MT  0.99998540   +1 21 30.4
 EK0983;SPC OK S     -   255,727.06  2,693,707.16   sFT  0.99998540   +1 21 30.4
 EK0983;SPC TXNC     - 2,263,812.879   867,222.913   MT  1.00001308   +1 34 40.7
 EK0983;SPC TXNC     - 7,427,192.75  2,845,213.84   sFT  1.00001308   +1 34 40.7
 EK0983;UTM  15      - 3,766,595.766   259,275.739   MT  1.00031440   -1 27 31.8
 EK0983
 EK0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0983!SPC OK S     -   0.99997251  x   0.99998540  =   0.99995791
 EK0983!SPC TXNC     -   0.99997251  x   1.00001308  =   0.99998559
 EK0983!UTM  15      -   0.99997251  x   1.00031440  =   1.00028690
 EK0983
 EK0983:                Primary Azimuth Mark                     Grid Az
 EK0983:SPC OK S     -  FORNEY AZ MK                             053 32 58.8
 EK0983:SPC TXNC     -  FORNEY AZ MK                             053 19 48.5
 EK0983:UTM  15      -  FORNEY AZ MK                             056 22 01.0
 EK0983
 EK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5927566595(NAD 83)
 EK0983
 EK0983|---------------------------------------------------------------------|
 EK0983| PID    Reference Object                     Distance      Geod. Az  |
 EK0983|                                                           dddmmss.s |
 EK0983| CY1873 FORNEY RM 1                          27.574 METERS 01327     |
 EK0983| CY1872 FORNEY AZ MK                                       0545429.2 |
 EK0983| EK0982 HUGO RADIO STA KKC 846 MAST         APPROX. 7.6 KM 0870823.1 |
 EK0983| EK0981 HUGO MUNICIPAL STANDPIPE            APPROX. 7.7 KM 0872335.8 |
 EK0983| EK0979 HUGO CHOCTAW COUNTY CTHSE DOME      APPROX. 9.0 KM 0921131.2 |
 EK0983| EK0978 HUGO RADIO STATION KIHN MAST        APPROX.10.9 KM 0941947.9 |
 EK0983| CY1874 FORNEY RM 2                          27.894 METERS 25245     |
 EK0983| EK0984 SOPER MUNICIPAL TANK                APPROX. 8.7 KM 2874606.5 |
 EK0983|---------------------------------------------------------------------|
 EK0983
 EK0983                          SUPERSEDED SURVEY CONTROL
 EK0983
 EK0983  NAD 83(1986)-  34 00 44.66161(N)    095 36 24.29897(W) AD(       ) 1
 EK0983  NAD 27      -  34 00 44.29200(N)    095 36 23.44100(W) AD(       ) 1
 EK0983
 EK0983.Superseded values are not recommended for survey control.
 EK0983
 EK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0983.See file dsdata.pdf to determine how the superseded data were derived.
 EK0983
 EK0983_MARKER: DS = TRIANGULATION STATION DISK
 EK0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0983_STAMPING: FORNEY 1951
 EK0983_MARK LOGO: CGS
 EK0983_PROJECTION: FLUSH
 EK0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0983+STABILITY: SURFACE MOTION
 EK0983
 EK0983  HISTORY     - Date     Condition        Report By
 EK0983  HISTORY     - 1951     MONUMENTED       CGS
 EK0983  HISTORY     - 1957     GOOD             CGS
 EK0983  HISTORY     - 1969     GOOD             CGS
 EK0983
 EK0983                          STATION DESCRIPTION
 EK0983
 EK0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0983'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF HUGO AND
 EK0983'IN A FARM YARD.  IT IS 96 FEET SOUTHEAST OF THE SOUTHEAST
 EK0983'CORNER OF THE SOUTH END OF AN L SHAPED HOUSE, 19 FEET
 EK0983'SOUTHEAST OF THE CENTER OF DRIVEWAY AND 11.5 FEET NORTHWEST
 EK0983'OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE SURFACE OF
 EK0983'THE GROUND AND THE DISK IS STAMPED FORNEY 1951.
 EK0983'
 EK0983'REFERENCE MARK NO. 1 IS 73 FEET SOUTHEAST OF THE SOUTHEAST
 EK0983'CORNER OF THE EAST END OF AN L SHAPED HOUSE AND 2 FEET WEST
 EK0983'OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 EK0983'STAMPED FORNEY NO 1 1951.
 EK0983'
 EK0983'REFERENCE MARK NO. 2 IS 68 FEET EAST-SOUTHEAST OF THE INTERSECTION
 EK0983'OF THE MAIN ROAD AND DRIVEWAY, 21 FEET SOUTH OF THE CENTERLINE
 EK0983'OF THE DRIVEWAY AND 2 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 EK0983'3 INCHES AND THE DISK IS STAMPED FORNEY NO 2 1951.
 EK0983'
 EK0983'AZIMUTH MARK IS 13 FEET EAST OF A WIRE GATE, 6 FEET SOUTH
 EK0983'OF A 15 INCH OAK TREE AND 1 FOOT WEST OF A NORTH AND SOUTH
 EK0983'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FORNEY
 EK0983'1951.
 EK0983'
 EK0983'TO REACH FROM THE INTERSECTION OF HIGHWAYS 271 AND 70 IN THE
 EK0983'CENTER OF HUGO, GO WEST ON HIGHWAYS 271 AND 70 6.1 MILES
 EK0983'TO CROSSROADS, TURN LEFT (SOUTH) ON DIRT ROAD 2.0 MILES
 EK0983'TO A POINT WHERE ROAD TURNS LEFT, TURN LEFT 0.05 MILE TO FARM
 EK0983'HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 EK0983'
 EK0983'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO
 EK0983'BARN, TURN RIGHT (EAST) 0.1 MILE TO EAST END OF FIELD, TURN
 EK0983'LEFT (NORTHEAST) AND FOLLOW ALONG THE EAST END OF FIELD
 EK0983'0.5 MILE TO THE NORTHEAST CORNER OF FIELD AND THE MARK AS
 EK0983'DESCRIBED.
 EK0983'
 EK0983'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EK0983
 EK0983                          STATION RECOVERY (1957)
 EK0983
 EK0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 EK0983'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 EK0983'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EK0983'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EK0983
 EK0983                          STATION RECOVERY (1969)
 EK0983
 EK0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EK0983'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 EK0983'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL EXCEPT
 EK0983'THE HOUSE HAS BURNT DOWN.  ADDITIONAL MEASUREMENTS WERE MADE AT THE
 EK0983'STATION MARK FOR FUTURE RECOVERY AND ROUTE PROCEEDING TO STATION
 EK0983'IS AS FOLLOWS--THE STATION MARK A STANDARD DISK, STAMPED FORNEY
 EK0983'1951, IS SET IN A 12 INCHES X 12 INCHES CONCRETE POST FLUSH WITH
 EK0983'SURFACE OF GROUND.  IT IS 14 FEET SOUTHWEST OF A GATE POST, 11
 EK0983'FEET NORTHWEST OF A TREE, AND 6 FEET SOUTH OF A METAL
 EK0983'WITNESS POST.
 EK0983'
 EK0983'A METAL WITNESS POST WAS SET 4 FEET NORTH OF THE AZIMUTH MARK.
 EK0983'
 EK0983'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70 AND 271
 EK0983'IN HUGO, GO WEST ON THE HIGHWAYS 6.15 MILES TO A SIDE ROAD ON THE
 EK0983'LEFT, TURN LEFT, SOUTH, GO 2.0 MILES TO WHERE THE ROAD TURNS LEFT.
 EK0983'TURN LEFT, GO 0.05 MILE TO A WIRE GATE.  PASS THRU GATE, GO ABOUT
 EK0983'50 YARDS TO STATION ON THE RIGHT.  CONTINUE NORTHEAST ON A TRACK
 EK0983'ROAD FOR 0.35 MILE TO THE NORTHEAST CORNER OF GRASS LAND AND THE
 EK0983'AZIMUTH MARK.
 EK0983'
 EK0983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 EK0983'WEST OF HUGO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0673 ***********************************************************************
 EM0673  DESIGNATION -  FORT SILL 27 TARGET
 EM0673  PID         -  EM0673
 EM0673  STATE/COUNTY-  OK/COMANCHE
 EM0673  COUNTRY     -  US
 EM0673  USGS QUAD   -  FORT SILL (2018)
 EM0673
 EM0673                         *CURRENT SURVEY CONTROL
 EM0673  ______________________________________________________________________
 EM0673* NAD 83(1993) POSITION- 34 41 42.96212(N) 098 24 26.87844(W)   ADJUSTED
 EM0673* NAVD 88 ORTHO HEIGHT -   385.0   (meters)     1263.    (feet) VERTCON3
 EM0673  ______________________________________________________________________
 EM0673  GEOID HEIGHT    -        -25.789 (meters)                     GEOID18
 EM0673  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 EM0673  HORZ ORDER      -  THIRD
 EM0673
 EM0673.The horizontal coordinates were established by classical geodetic methods
 EM0673.and adjusted by the National Geodetic Survey in November 1994.
 EM0673
 EM0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0673
 EM0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0673.GEOID18 height accuracy estimate available here.
 EM0673
 EM0673.Click photographs - Photos may exist for this station.
 EM0673
 EM0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0673
 EM0673. The following values were computed from the NAD 83(1993) position.
 EM0673
 EM0673;                    North         East     Units Scale Factor Converg.
 EM0673;SPC OK S     -   151,145.948   562,668.202   MT  0.99993781   -0 13 52.6
 EM0673;SPC OK S     -   495,884.66  1,846,020.59   sFT  0.99993781   -0 13 52.6
 EM0673;UTM  14      - 3,839,409.946   554,269.718   MT  0.99963630   +0 20 14.2
 EM0673
 EM0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0673!SPC OK S     -   0.99994362  x   0.99993781  =   0.99988143
 EM0673!UTM  14      -   0.99994362  x   0.99963630  =   0.99957994
 EM0673
 EM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5426939409(NAD 83)
 EM0673
 EM0673                          SUPERSEDED SURVEY CONTROL
 EM0673
 EM0673  NAD 83(1986)-  34 41 42.96646(N)    098 24 26.86390(W) AD(       ) 3
 EM0673  NAD 27      -  34 41 42.71300(N)    098 24 25.66100(W) AD(       ) 3
 EM0673  NGVD 29 (07/19/86)  384.9    (m)         1263.     (f) VERT ANG       
 EM0673
 EM0673.Superseded values are not recommended for survey control.
 EM0673
 EM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0673.See file dsdata.pdf to determine how the superseded data were derived.
 EM0673
 EM0673_MARKER: I = METAL ROD
 EM0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0673+STABILITY: SURFACE MOTION
 EM0673
 EM0673  HISTORY     - Date     Condition        Report By
 EM0673  HISTORY     - 1948     MONUMENTED       CGS
 EM0673
 EM0673                          STATION DESCRIPTION
 EM0673
 EM0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0673'IT IS LOCATED ON THE SOUTH EDGE OF A GRASSY KNOLL AT THE NORTH
 EM0673'END OF MISSION RIDGE, 500 YARDS WEST OF MERIDIAN ROAD, 128.3
 EM0673'FEET SOUTH OF A CONCRETE BLOCKHOUSE, 82 FEET SOUTH OF A FLAGPOLE,
 EM0673'AND 80.2 FEET EAST OF AN IRON SIGN POLE.  IT IS MARKED BY
 EM0673'A SECTION OF A 3/8 INCH IRON REINFORCING ROD SET IN A CONCRETE
 EM0673'BLOCK.  THE POINT OBSERVED UPON WAS THE CENTER OF A QUAD
 EM0673'SIGNAL OVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0674 ***********************************************************************
 EM0674  DESIGNATION -  FORT SILL 28 TARGET
 EM0674  PID         -  EM0674
 EM0674  STATE/COUNTY-  OK/COMANCHE
 EM0674  COUNTRY     -  US
 EM0674  USGS QUAD   -  FORT SILL (2018)
 EM0674
 EM0674                         *CURRENT SURVEY CONTROL
 EM0674  ______________________________________________________________________
 EM0674* NAD 83(1993) POSITION- 34 42 07.85607(N) 098 24 43.27259(W)   ADJUSTED
 EM0674* NAVD 88 ORTHO HEIGHT -   386.0   (meters)     1266.    (feet) VERTCON3
 EM0674  ______________________________________________________________________
 EM0674  GEOID HEIGHT    -        -25.789 (meters)                     GEOID18
 EM0674  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 EM0674  HORZ ORDER      -  THIRD
 EM0674
 EM0674.The horizontal coordinates were established by classical geodetic methods
 EM0674.and adjusted by the National Geodetic Survey in November 1994.
 EM0674
 EM0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0674
 EM0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0674.GEOID18 height accuracy estimate available here.
 EM0674
 EM0674.Click photographs - Photos may exist for this station.
 EM0674
 EM0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0674
 EM0674. The following values were computed from the NAD 83(1993) position.
 EM0674
 EM0674;                    North         East     Units Scale Factor Converg.
 EM0674;SPC OK S     -   151,914.702   562,254.108   MT  0.99993805   -0 14 01.9
 EM0674;SPC OK S     -   498,406.82  1,844,662.02   sFT  0.99993805   -0 14 01.9
 EM0674;UTM  14      - 3,840,174.322   553,848.142   MT  0.99963574   +0 20 05.1
 EM0674
 EM0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0674!SPC OK S     -   0.99994346  x   0.99993805  =   0.99988151
 EM0674!UTM  14      -   0.99994346  x   0.99963574  =   0.99957922
 EM0674
 EM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5384840174(NAD 83)
 EM0674
 EM0674                          SUPERSEDED SURVEY CONTROL
 EM0674
 EM0674  NAD 83(1986)-  34 42 07.86037(N)    098 24 43.25787(W) AD(       ) 3
 EM0674  NAD 27      -  34 42 07.61000(N)    098 24 42.05300(W) AD(       ) 3
 EM0674  NGVD 29 (07/19/86)  385.9    (m)         1266.     (f) VERT ANG       
 EM0674
 EM0674.Superseded values are not recommended for survey control.
 EM0674
 EM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0674.See file dsdata.pdf to determine how the superseded data were derived.
 EM0674
 EM0674_MARKER: I = METAL ROD
 EM0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0674_MARK LOGO: CGS
 EM0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0674+STABILITY: SURFACE MOTION
 EM0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0674+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 EM0674
 EM0674  HISTORY     - Date     Condition        Report By
 EM0674  HISTORY     - 1948     MONUMENTED       CGS
 EM0674  HISTORY     - 20000203 GOOD             LOCSUR
 EM0674  HISTORY     - 20140703 GOOD             GEOCAC
 EM0674
 EM0674                          STATION DESCRIPTION
 EM0674
 EM0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0674'IT IS LOCATED ON THE EAST END OF A GRASSY RIDGE LOCALLY KNOWN
 EM0674'AS SNOW RIDGE, ABOUT 0.5 MILE SOUTHWEST OF APACHE GATE.  IT
 EM0674'IS MARKED BY A ONE INCH IRON PIPE EMBEDDED IN A CONCRETE
 EM0674'BLOCK PROJECTING ABOUT 6 INCHES.  THE POINT OBSERVED UPON
 EM0674'WAS THE TOP OF A QUAD SIGNAL OVER THE STATION.
 EM0674
 EM0674                          STATION RECOVERY (2000)
 EM0674
 EM0674'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0674'RECOVERED AS DESCRIBED.
 EM0674
 EM0674                          STATION RECOVERY (2014)
 EM0674
 EM0674'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0674'TRIANGULATION STATION RECOVERED IN GOOD CONDITION.  IT IS IN A
 EM0674'CONCRETE PILLAR WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.  THE QUAD
 EM0674'SIGNAL TARGET OVERHEAD HAS BEEN TOPPLED AND LAYS OFF TO THE EAST.  IT
 EM0674'IS STAMPED 28 2 AND IS DATED 1988 BY THE DEPARTMENT OF THE ARMY CORPS
 EM0674'OF ENGINEERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0647 ***********************************************************************
 EM0647  DESIGNATION -  FORT SILL 30 TARGET
 EM0647  PID         -  EM0647
 EM0647  STATE/COUNTY-  OK/COMANCHE
 EM0647  COUNTRY     -  US
 EM0647  USGS QUAD   -  FORT SILL (2018)
 EM0647
 EM0647                         *CURRENT SURVEY CONTROL
 EM0647  ______________________________________________________________________
 EM0647* NAD 83(1993) POSITION- 34 42 45.23209(N) 098 25 48.05822(W)   ADJUSTED
 EM0647* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 EM0647  ______________________________________________________________________
 EM0647  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 EM0647  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 EM0647  HORZ ORDER      -  THIRD
 EM0647
 EM0647.The horizontal coordinates were established by classical geodetic methods
 EM0647.and adjusted by the National Geodetic Survey in November 1994.
 EM0647
 EM0647.The orthometric height was scaled from a topographic map.
 EM0647
 EM0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0647.GEOID18 height accuracy estimate available here.
 EM0647
 EM0647.Click photographs - Photos may exist for this station.
 EM0647
 EM0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0647
 EM0647. The following values were computed from the NAD 83(1993) position.
 EM0647
 EM0647;                    North         East     Units Scale Factor Converg.
 EM0647;SPC OK S     -   153,073.252   560,610.378   MT  0.99993844   -0 14 38.7
 EM0647;SPC OK S     -   502,207.83  1,839,269.22   sFT  0.99993844   -0 14 38.7
 EM0647;UTM  14      - 3,841,316.154   552,193.497   MT  0.99963358   +0 19 28.5
 EM0647
 EM0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0647!SPC OK S     -   0.99994422  x   0.99993844  =   0.99988267
 EM0647!UTM  14      -   0.99994422  x   0.99963358  =   0.99957782
 EM0647
 EM0647:                Primary Azimuth Mark                     Grid Az
 EM0647:SPC OK S     -  29                                       146 40 49.6
 EM0647:UTM  14      -  29                                       146 06 42.4
 EM0647
 EM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5219341316(NAD 83)
 EM0647
 EM0647|---------------------------------------------------------------------|
 EM0647| PID    Reference Object                     Distance      Geod. Az  |
 EM0647|                                                           dddmmss.s |
 EM0647| EM0650 29                                  APPROX. 1.5 KM 1462610.9 |
 EM0647|---------------------------------------------------------------------|
 EM0647
 EM0647                          SUPERSEDED SURVEY CONTROL
 EM0647
 EM0647  NAD 83(1986)-  34 42 45.23640(N)    098 25 48.04218(W) AD(       ) 3
 EM0647  NAD 27      -  34 42 44.98800(N)    098 25 46.84500(W) AD(       ) 3
 EM0647
 EM0647.Superseded values are not recommended for survey control.
 EM0647
 EM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0647.See file dsdata.pdf to determine how the superseded data were derived.
 EM0647
 EM0647_MARKER: I = METAL ROD
 EM0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0647+STABILITY: SURFACE MOTION
 EM0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0647+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 EM0647
 EM0647  HISTORY     - Date     Condition        Report By
 EM0647  HISTORY     - 1948     MONUMENTED       CGS
 EM0647  HISTORY     - 20140709 GOOD             GEOCAC
 EM0647
 EM0647                          STATION DESCRIPTION
 EM0647
 EM0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0647'IT IS LOCATED NEAR THE SUMMIT OF THE SOUTHERN PART OF KETCH
 EM0647'HILL, 2.0 MILES WEST OF THE JUNCTION OF STATE HIGHWAY NO. 49
 EM0647'AND U.S. HIGHWAY NO. 277, 304.0 FEET SOUTH OF AN OLD NORTH
 EM0647'BOUNDARY ROAD, AND 41 FEET SOUTH OF A IRON FLAG POLE.  THE
 EM0647'POINT OBSERVED UPON WAS THE TOP OF A QUAD SIGNAL OVER THE
 EM0647'STATION.
 EM0647
 EM0647                          STATION RECOVERY (2014)
 EM0647
 EM0647'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0647'TRIANGULATION STATION RECOVERED IN FAIR CONDITION.  IT IS MONUMENTED
 EM0647'IN A CONCRETE PILLAR PROJECTING ABOUT 6 INCHES ABOVE THE GROUND UNDER
 EM0647'A METAL QUAD SIGNAL TARGET.  IT IS STAMPED 30 AND DATED 1988 BY THE
 EM0647'DEPARTMENT OF THE ARMY CORPS OF ENGINEERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0675 ***********************************************************************
 EM0675  DESIGNATION -  FORT SILL 33 E TARGET
 EM0675  PID         -  EM0675
 EM0675  STATE/COUNTY-  OK/COMANCHE
 EM0675  COUNTRY     -  US
 EM0675  USGS QUAD   -  FORT SILL (2018)
 EM0675
 EM0675                         *CURRENT SURVEY CONTROL
 EM0675  ______________________________________________________________________
 EM0675* NAD 83(1993) POSITION- 34 42 34.67910(N) 098 24 20.80554(W)   ADJUSTED
 EM0675* NAVD 88 ORTHO HEIGHT -   377.1   (meters)     1237.    (feet) VERTCON3
 EM0675  ______________________________________________________________________
 EM0675  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 EM0675  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 EM0675  HORZ ORDER      -  THIRD
 EM0675
 EM0675.The horizontal coordinates were established by classical geodetic methods
 EM0675.and adjusted by the National Geodetic Survey in November 1994.
 EM0675
 EM0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0675
 EM0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0675.GEOID18 height accuracy estimate available here.
 EM0675
 EM0675.Click photographs - Photos may exist for this station.
 EM0675
 EM0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0675
 EM0675. The following values were computed from the NAD 83(1993) position.
 EM0675
 EM0675;                    North         East     Units Scale Factor Converg.
 EM0675;SPC OK S     -   152,738.889   562,829.162   MT  0.99993833   -0 13 49.2
 EM0675;SPC OK S     -   501,110.84  1,846,548.68   sFT  0.99993833   -0 13 49.2
 EM0675;UTM  14      - 3,841,003.925   554,414.817   MT  0.99963649   +0 20 18.1
 EM0675
 EM0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0675!SPC OK S     -   0.99994486  x   0.99993833  =   0.99988319
 EM0675!UTM  14      -   0.99994486  x   0.99963649  =   0.99958137
 EM0675
 EM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5441441003(NAD 83)
 EM0675
 EM0675                          SUPERSEDED SURVEY CONTROL
 EM0675
 EM0675  NAD 83(1986)-  34 42 34.68365(N)    098 24 20.79020(W) AD(       ) 3
 EM0675  NAD 27      -  34 42 34.43400(N)    098 24 19.58800(W) AD(       ) 3
 EM0675  NGVD 29 (07/19/86)  377.0    (m)         1237.     (f) VERT ANG       
 EM0675
 EM0675.Superseded values are not recommended for survey control.
 EM0675
 EM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0675.See file dsdata.pdf to determine how the superseded data were derived.
 EM0675
 EM0675_MARKER: I = METAL ROD
 EM0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0675_MARK LOGO: CGS
 EM0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0675+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 EM0675
 EM0675  HISTORY     - Date     Condition        Report By
 EM0675  HISTORY     - 1948     MONUMENTED       CGS
 EM0675  HISTORY     - 20000202 GOOD             LOCSUR
 EM0675  HISTORY     - 20140709 GOOD             GEOCAC
 EM0675
 EM0675                          STATION DESCRIPTION
 EM0675
 EM0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0675'IT IS LOCATED 500 FEET SOUTHWEST OF APACHE GATE AND 57 FEET
 EM0675'SOUTH OF THE CENTER OF AN EAST-WEST ROAD.  IT IS MARKED BY THE
 EM0675'CENTER OF A ONE INCH IRON PIPE SET IN A CONCRETE BLOCK.  THE
 EM0675'POINT OBSERVED UPON WAS THE TOP OF A QUAD SIGNAL OVER STATION.
 EM0675
 EM0675                          STATION RECOVERY (2000)
 EM0675
 EM0675'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0675'RECOVERED AS DESCRIBED.
 EM0675
 EM0675                          STATION RECOVERY (2014)
 EM0675
 EM0675'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0675'TRIANGULATION STATION RECOVERED IN GOOD CONDITION.  IT IS MONUMENTED
 EM0675'IN A CONCRETE PILLAR PROJECTING ABOUT 6 INCHES ABOVE THE GROUND UNDER
 EM0675'A METAL QUAD SIGNAL TARGET.  IT IS STAMPED 33 E 2 AND DATED 1988 BY
 EM0675'THE DEPARTMENT OF THE ARMY CORPS OF ENGINEERS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0618 ***********************************************************************
 EM0618  DESIGNATION -  FORT SILL 38 TARGET
 EM0618  PID         -  EM0618
 EM0618  STATE/COUNTY-  OK/COMANCHE
 EM0618  COUNTRY     -  US
 EM0618  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0618
 EM0618                         *CURRENT SURVEY CONTROL
 EM0618  ______________________________________________________________________
 EM0618* NAD 83(1993) POSITION- 34 40 52.52106(N) 098 21 36.48756(W)   ADJUSTED
 EM0618* NAVD 88 ORTHO HEIGHT -   372.8   (meters)     1223.    (feet) VERTCON3
 EM0618  ______________________________________________________________________
 EM0618  GEOID HEIGHT    -        -25.843 (meters)                     GEOID18
 EM0618  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 EM0618  HORZ ORDER      -  THIRD
 EM0618
 EM0618.The horizontal coordinates were established by classical geodetic methods
 EM0618.and adjusted by the National Geodetic Survey in November 1994.
 EM0618
 EM0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0618
 EM0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0618.GEOID18 height accuracy estimate available here.
 EM0618
 EM0618.Click photographs - Photos may exist for this station.
 EM0618
 EM0618.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0618
 EM0618. The following values were computed from the NAD 83(1993) position.
 EM0618
 EM0618;                    North         East     Units Scale Factor Converg.
 EM0618;SPC OK S     -   149,575.213   566,999.055   MT  0.99993737   -0 12 15.9
 EM0618;SPC OK S     -   490,731.34  1,860,229.40   sFT  0.99993737   -0 12 15.9
 EM0618;UTM  14      - 3,837,882.718   558,614.647   MT  0.99964235   +0 21 50.8
 EM0618
 EM0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0618!SPC OK S     -   0.99994554  x   0.99993737  =   0.99988291
 EM0618!UTM  14      -   0.99994554  x   0.99964235  =   0.99958791
 EM0618
 EM0618:                Primary Azimuth Mark                     Grid Az
 EM0618:SPC OK S     -  FLAT TOP 2                               131 13 51.1
 EM0618:UTM  14      -  FLAT TOP 2                               130 39 44.4
 EM0618
 EM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5861437882(NAD 83)
 EM0618
 EM0618|---------------------------------------------------------------------|
 EM0618| PID    Reference Object                     Distance      Geod. Az  |
 EM0618|                                                           dddmmss.s |
 EM0618| EM0615 FLAT TOP 2                          APPROX. 1.6 KM 1310135.2 |
 EM0618|---------------------------------------------------------------------|
 EM0618
 EM0618                          SUPERSEDED SURVEY CONTROL
 EM0618
 EM0618  NAD 83(1986)-  34 40 52.52509(N)    098 21 36.47263(W) AD(       ) 3
 EM0618  NAD 27      -  34 40 52.26600(N)    098 21 35.29200(W) AD(       ) 3
 EM0618  NGVD 29 (07/19/86)  372.7    (m)         1223.     (f) VERT ANG       
 EM0618
 EM0618.Superseded values are not recommended for survey control.
 EM0618
 EM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0618.See file dsdata.pdf to determine how the superseded data were derived.
 EM0618
 EM0618_MARKER: N = NAIL
 EM0618_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0618+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2014
 EM0618
 EM0618  HISTORY     - Date     Condition        Report By
 EM0618  HISTORY     - 1948     MONUMENTED       CGS
 EM0618  HISTORY     - 1951     GOOD             CGS
 EM0618  HISTORY     - 20140730 GOOD             GEOCAC
 EM0618
 EM0618                          STATION DESCRIPTION
 EM0618
 EM0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0618'IT IS LOCATED NEAR THE HIGHEST PART OF KIOWA HILL, ABOUT
 EM0618'128 PACES NORTHEAST OF KIOWA HILL CENTRAL BLOCKHOUSE AND ABOUT
 EM0618'ONE MILE NORTHEAST OF HOYLE BRIDGE.  IT IS MARKED BY THE HEAD OF
 EM0618'A TEN PENNY NAIL EMBEDDED IN A MOUND OF CONCRETE.  THE POINT
 EM0618'OBSERVED UPON WAS THE TOP OF A WOOD QUAD SIGNAL OVER STATION.
 EM0618
 EM0618                          STATION RECOVERY (1951)
 EM0618
 EM0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WFD)
 EM0618'STATION EVIDENTLY RECOVERED AS DESCRIBED.  NO RECOVERY NOTES WERE
 EM0618'RECEIVED FOR THIS STATION.
 EM0618
 EM0618                          STATION RECOVERY (2014)
 EM0618
 EM0618'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0618'RECOVERED IN GOOD CONDITION.  IT IS A NAIL EMBEDDED IN A MOUND OF
 EM0618'CONCRETE UNDER A METAL QUAD SIGNAL TARGET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0608 ***********************************************************************
 EM0608  DESIGNATION -  FORT SILL ADAMS TARGET
 EM0608  PID         -  EM0608
 EM0608  STATE/COUNTY-  OK/COMANCHE
 EM0608  COUNTRY     -  US
 EM0608  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0608
 EM0608                         *CURRENT SURVEY CONTROL
 EM0608  ______________________________________________________________________
 EM0608* NAD 83(1993) POSITION- 34 38 48.71886(N) 098 20 54.18477(W)   ADJUSTED
 EM0608* NAVD 88 ORTHO HEIGHT -   369.    (meters)     1211.    (feet) SCALED
 EM0608  ______________________________________________________________________
 EM0608  GEOID HEIGHT    -        -25.786 (meters)                     GEOID18
 EM0608  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 EM0608  HORZ ORDER      -  THIRD
 EM0608
 EM0608.The horizontal coordinates were established by classical geodetic methods
 EM0608.and adjusted by the National Geodetic Survey in November 1994.
 EM0608
 EM0608.The orthometric height was scaled from a topographic map.
 EM0608
 EM0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0608.GEOID18 height accuracy estimate available here.
 EM0608
 EM0608.Click photographs - Photos may exist for this station.
 EM0608
 EM0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0608
 EM0608. The following values were computed from the NAD 83(1993) position.
 EM0608
 EM0608;                    North         East     Units Scale Factor Converg.
 EM0608;SPC OK S     -   145,756.718   568,062.665   MT  0.99993654   -0 11 51.9
 EM0608;SPC OK S     -   478,203.50  1,863,718.93   sFT  0.99993654   -0 11 51.9
 EM0608;UTM  14      - 3,834,076.080   559,715.760   MT  0.99964395   +0 22 13.7
 EM0608
 EM0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0608!SPC OK S     -   0.99994611  x   0.99993654  =   0.99988265
 EM0608!UTM  14      -   0.99994611  x   0.99964395  =   0.99959008
 EM0608
 EM0608:                Primary Azimuth Mark                     Grid Az
 EM0608:SPC OK S     -  BUZZARD                                  028 35 14.3
 EM0608:UTM  14      -  BUZZARD                                  028 01 08.7
 EM0608
 EM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5971534076(NAD 83)
 EM0608
 EM0608|---------------------------------------------------------------------|
 EM0608| PID    Reference Object                     Distance      Geod. Az  |
 EM0608|                                                           dddmmss.s |
 EM0608| EM0604 BUZZARD                             APPROX. 2.0 KM 0282322.4 |
 EM0608| EM0618 FORT SILL 38 TARGET                 APPROX. 4.0 KM 3441415.1 |
 EM0608|---------------------------------------------------------------------|
 EM0608
 EM0608                          SUPERSEDED SURVEY CONTROL
 EM0608
 EM0608  NAD 83(1986)-  34 38 48.72354(N)    098 20 54.16837(W) AD(       ) 3
 EM0608  NAD 83(1986)-  34 38 48.72243(N)    098 20 54.16951(W) AD(       ) 3
 EM0608  NAD 27      -  34 38 48.46300(N)    098 20 52.98700(W) AD(       ) 3
 EM0608
 EM0608.Superseded values are not recommended for survey control.
 EM0608
 EM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0608.See file dsdata.pdf to determine how the superseded data were derived.
 EM0608
 EM0608_MARKER: I = METAL ROD
 EM0608_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0608_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0608+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2014
 EM0608
 EM0608  HISTORY     - Date     Condition        Report By
 EM0608  HISTORY     - 1948     MONUMENTED       CGS
 EM0608  HISTORY     - 20140727 GOOD             GEOCAC
 EM0608
 EM0608                          STATION DESCRIPTION
 EM0608
 EM0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0608'IT IS LOCATED ON THE SUMMIT OF ADAMS HILL ABOUT 65.0 FEET NORTH
 EM0608'OF BLOCKHOUSE RGP 22 AND ABOUT 1.0 MILE EAST OF THE CONFLUENCE
 EM0608'OF CACHE AND SITTING BEAR CREEKS.  IT IS MARKED BY THE CENTER OF
 EM0608'A ONE INCH PIPE SET IN CONCRETE.  THE POINT OBSERVED UPON WAS
 EM0608'THE TOP OF A SIGNAL DIRECTLY OVER THE STATION.
 EM0608
 EM0608                          STATION RECOVERY (2014)
 EM0608
 EM0608'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0608'MARKER HAS BEEN REPLACED WITH A 105MM HOWITZER SHELL.  IT SITS
 EM0608'DIRECTLY UNDER A METAL QUAD SIGNAL TARGET AND JUST NORTH OF THE FORT
 EM0608'SILL TAR PITS.  THE SHELL IS STAMPED SCP ADAMS.
 EM0608'THE MARKINGS ON THE SHELL READ AS
 EM0608'105 MM M14B4
 EM0608'NIP-1-919
 EM0608'1973
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0654 ***********************************************************************
 EM0654  DESIGNATION -  FORT SILL AIRWAY BEACON 1170
 EM0654  PID         -  EM0654
 EM0654  STATE/COUNTY-  OK/COMANCHE
 EM0654  COUNTRY     -  US
 EM0654  USGS QUAD   -  FORT SILL (2018)
 EM0654
 EM0654                         *CURRENT SURVEY CONTROL
 EM0654  ______________________________________________________________________
 EM0654* NAD 83(1993) POSITION- 34 39 30.83502(N) 098 25 03.28418(W)   ADJUSTED
 EM0654  ______________________________________________________________________
 EM0654  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 EM0654  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 EM0654  HORZ ORDER      -  THIRD
 EM0654
 EM0654.The horizontal coordinates were established by classical geodetic methods
 EM0654.and adjusted by the National Geodetic Survey in November 1994.
 EM0654
 EM0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0654.GEOID18 height accuracy estimate available here.
 EM0654
 EM0654.Click photographs - Photos may exist for this station.
 EM0654
 EM0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0654
 EM0654. The following values were computed from the NAD 83(1993) position.
 EM0654
 EM0654;                    North         East     Units Scale Factor Converg.
 EM0654;SPC OK S     -   147,078.504   561,724.846   MT  0.99993678   -0 14 13.3
 EM0654;SPC OK S     -   482,540.06  1,842,925.60   sFT  0.99993678   -0 14 13.3
 EM0654;UTM  14      - 3,835,334.572   553,367.031   MT  0.99963510   +0 19 52.4
 EM0654
 EM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5336735334(NAD 83)
 EM0654
 EM0654                          SUPERSEDED SURVEY CONTROL
 EM0654
 EM0654  NAD 83(1986)-  34 39 30.83843(N)    098 25 03.26685(W) AD(       ) 3
 EM0654  NAD 27      -  34 39 30.58000(N)    098 25 02.07200(W) AD(       ) 3
 EM0654
 EM0654.Superseded values are not recommended for survey control.
 EM0654
 EM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0654.See file dsdata.pdf to determine how the superseded data were derived.
 EM0654
 EM0654_MARKER: 22 = AIRWAY BEACON
 EM0654
 EM0654  HISTORY     - Date     Condition        Report By
 EM0654  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0654
 EM0654                          STATION DESCRIPTION
 EM0654
 EM0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0654'FORT SILL AIRWAY BEACON NO. 1170 IS LOCATED AT THE APEX OF
 EM0654'WATER TANK NO. T 2651.  IT IS 100 FEET SOUTH OF THE CENTER
 EM0654'OF MINOR ROAD, 100 FEET WEST OF THE CENTER OF CURRIE ROAD AND
 EM0654'110 FEET ABOVE THE GROUND.  THE POINT LOCATED WAS THE CENTER
 EM0654'OF THE BEACON LIGHT AT THE APEX OF THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0646 ***********************************************************************
 EM0646  DESIGNATION -  FORT SILL BLDG T 2809 STACK
 EM0646  PID         -  EM0646
 EM0646  STATE/COUNTY-  OK/COMANCHE
 EM0646  COUNTRY     -  US
 EM0646  USGS QUAD   -  FORT SILL (2018)
 EM0646
 EM0646                         *CURRENT SURVEY CONTROL
 EM0646  ______________________________________________________________________
 EM0646* NAD 83(1993) POSITION- 34 39 36.07269(N) 098 24 38.59485(W)   ADJUSTED
 EM0646  ______________________________________________________________________
 EM0646  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 EM0646  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 EM0646  HORZ ORDER      -  THIRD
 EM0646
 EM0646.The horizontal coordinates were established by classical geodetic methods
 EM0646.and adjusted by the National Geodetic Survey in November 1994.
 EM0646
 EM0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0646.GEOID18 height accuracy estimate available here.
 EM0646
 EM0646.Click photographs - Photos may exist for this station.
 EM0646
 EM0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0646
 EM0646. The following values were computed from the NAD 83(1993) position.
 EM0646
 EM0646;                    North         East     Units Scale Factor Converg.
 EM0646;SPC OK S     -   147,237.312   562,354.115   MT  0.99993681   -0 13 59.3
 EM0646;SPC OK S     -   483,061.08  1,844,990.13   sFT  0.99993681   -0 13 59.3
 EM0646;UTM  14      - 3,835,499.564   553,994.505   MT  0.99963593   +0 20 06.5
 EM0646
 EM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5399435499(NAD 83)
 EM0646
 EM0646                          SUPERSEDED SURVEY CONTROL
 EM0646
 EM0646  NAD 83(1986)-  34 39 36.07635(N)    098 24 38.57758(W) AD(       ) 3
 EM0646  NAD 27      -  34 39 35.81800(N)    098 24 37.38400(W) AD(       ) 3
 EM0646
 EM0646.Superseded values are not recommended for survey control.
 EM0646
 EM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0646.See file dsdata.pdf to determine how the superseded data were derived.
 EM0646
 EM0646_MARKER: 63 = STACK
 EM0646
 EM0646  HISTORY     - Date     Condition        Report By
 EM0646  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0646
 EM0646                          STATION DESCRIPTION
 EM0646
 EM0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0646'THE STACK IS LOCATED AT THE NORTH END OF BUILDING T 2809.
 EM0646'IT IS 160 FEET EAST OF THE CENTER OF DAVIDSON ROAD, 200 FEET
 EM0646'NORTH OF THE CENTER OF RINGOLD BLVD. AND 65 FEET HIGH.
 EM0646'
 EM0646'THE POINT LOCATED WAS THE CENTER OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0609 ***********************************************************************
 EM0609  DESIGNATION -  FORT SILL CADDO 40 TARGET
 EM0609  PID         -  EM0609
 EM0609  STATE/COUNTY-  OK/COMANCHE
 EM0609  COUNTRY     -  US
 EM0609  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0609
 EM0609                         *CURRENT SURVEY CONTROL
 EM0609  ______________________________________________________________________
 EM0609* NAD 83(1993) POSITION- 34 40 26.54113(N) 098 19 30.79908(W)   ADJUSTED
 EM0609* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 EM0609  ______________________________________________________________________
 EM0609  GEOID HEIGHT    -        -25.874 (meters)                     GEOID18
 EM0609  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 EM0609  HORZ ORDER      -  THIRD
 EM0609
 EM0609.The horizontal coordinates were established by classical geodetic methods
 EM0609.and adjusted by the National Geodetic Survey in November 1994.
 EM0609
 EM0609.The orthometric height was scaled from a topographic map.
 EM0609
 EM0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0609.GEOID18 height accuracy estimate available here.
 EM0609
 EM0609.Click photographs - Photos may exist for this station.
 EM0609
 EM0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0609
 EM0609. The following values were computed from the NAD 83(1993) position.
 EM0609
 EM0609;                    North         East     Units Scale Factor Converg.
 EM0609;SPC OK S     -   148,763.830   570,195.754   MT  0.99993717   -0 11 04.6
 EM0609;SPC OK S     -   488,069.33  1,870,717.24   sFT  0.99993717   -0 11 04.6
 EM0609;UTM  14      - 3,837,103.322   561,818.301   MT  0.99964710   +0 23 02.0
 EM0609
 EM0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0609!SPC OK S     -   0.99994283  x   0.99993717  =   0.99988000
 EM0609!UTM  14      -   0.99994283  x   0.99964710  =   0.99958995
 EM0609
 EM0609:                Primary Azimuth Mark                     Grid Az
 EM0609:SPC OK S     -  BUZZARD                                  223 15 19.3
 EM0609:UTM  14      -  BUZZARD                                  222 41 12.7
 EM0609
 EM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6181837103(NAD 83)
 EM0609
 EM0609|---------------------------------------------------------------------|
 EM0609| PID    Reference Object                     Distance      Geod. Az  |
 EM0609|                                                           dddmmss.s |
 EM0609| EM0604 BUZZARD                             APPROX. 1.7 KM 2230414.7 |
 EM0609| EM0618 FORT SILL 38 TARGET                 APPROX. 3.3 KM 2840326.7 |
 EM0609|---------------------------------------------------------------------|
 EM0609
 EM0609                          SUPERSEDED SURVEY CONTROL
 EM0609
 EM0609  NAD 83(1986)-  34 40 26.54514(N)    098 19 30.78375(W) AD(       ) 3
 EM0609  NAD 27      -  34 40 26.28000(N)    098 19 29.59000(W) AD(       ) 3
 EM0609
 EM0609.Superseded values are not recommended for survey control.
 EM0609
 EM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0609.See file dsdata.pdf to determine how the superseded data were derived.
 EM0609
 EM0609_MARKER: Z = SEE DESCRIPTION
 EM0609_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 EM0609_SP_SET: WOOD STAKE
 EM0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0609
 EM0609  HISTORY     - Date     Condition        Report By
 EM0609  HISTORY     - 1948     MONUMENTED       CGS
 EM0609
 EM0609                          STATION DESCRIPTION
 EM0609
 EM0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0609'IT IS LOCATED NEAR THE TOP OF CADDO HILL AND ABOUT 2-3/4 MILES
 EM0609'EAST OF HOYLE BRIDGE.  THERE IS NO PERMANENT MARK SET AT THIS
 EM0609'STATION, IT IS MARKED BY A 2 INCH SQUARE STAKE SET DIRECTLY
 EM0609'UNDER THE CENTER OF A WOOD QUAD SIGNAL.  THE POINT OBSERVED
 EM0609'UPON WAS THE TOP OF THE SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0655 ***********************************************************************
 EM0655  DESIGNATION -  FORT SILL CANTON HOSP HEAT PLT
 EM0655  PID         -  EM0655
 EM0655  STATE/COUNTY-  OK/COMANCHE
 EM0655  COUNTRY     -  US
 EM0655  USGS QUAD   -  FORT SILL (2018)
 EM0655
 EM0655                         *CURRENT SURVEY CONTROL
 EM0655  ______________________________________________________________________
 EM0655* NAD 83(1993) POSITION- 34 38 55.18993(N) 098 23 15.27587(W)   ADJUSTED
 EM0655  ______________________________________________________________________
 EM0655  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 EM0655  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 EM0655  HORZ ORDER      -  THIRD
 EM0655
 EM0655.The horizontal coordinates were established by classical geodetic methods
 EM0655.and adjusted by the National Geodetic Survey in November 1994.
 EM0655
 EM0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0655.GEOID18 height accuracy estimate available here.
 EM0655
 EM0655.Click photographs - Photos may exist for this station.
 EM0655
 EM0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0655
 EM0655. The following values were computed from the NAD 83(1993) position.
 EM0655
 EM0655;                    North         East     Units Scale Factor Converg.
 EM0655;SPC OK S     -   145,969.208   564,470.617   MT  0.99993657   -0 13 12.0
 EM0655;SPC OK S     -   478,900.64  1,851,934.02   sFT  0.99993657   -0 13 12.0
 EM0655;UTM  14      - 3,834,252.885   556,122.841   MT  0.99963882   +0 20 53.5
 EM0655
 EM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5612234252(NAD 83)
 EM0655
 EM0655                          SUPERSEDED SURVEY CONTROL
 EM0655
 EM0655  NAD 83(1986)-  34 38 55.19414(N)    098 23 15.26015(W) AD(       ) 3
 EM0655  NAD 27      -  34 38 54.93600(N)    098 23 14.06800(W) AD(       ) 3
 EM0655
 EM0655.Superseded values are not recommended for survey control.
 EM0655
 EM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0655.See file dsdata.pdf to determine how the superseded data were derived.
 EM0655
 EM0655_MARKER: 63 = STACK
 EM0655
 EM0655  HISTORY     - Date     Condition        Report By
 EM0655  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0655
 EM0655                          STATION DESCRIPTION
 EM0655
 EM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EM0655'THE STATION IS THE STACK OF THE CANTONMENT HOSPITAL HEATING PLANT,
 EM0655'LOCATED IN THE SOUTHEAST CORNER OF FORT SILL ABOUT 0.75 MILE
 EM0655'NORTHEAST OF POST FIELD ON THE NORTHWEST CORNER OF BUILDING
 EM0655'NO 5261.  IT IS AN ALL STEEL STRUCTURE 100 FEET HIGH, 25.5 FEET
 EM0655'IN CIRCUMFERENCE AND PAINTED IN ALTERNATE SECTIONS OF RED AND
 EM0655'WHITE.  POINT OBSERVED UPON THE CENTER OF THE TOP OF STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0805 ***********************************************************************
 EM0805  DESIGNATION -  FORT SILL CROSS MT TARGET
 EM0805  PID         -  EM0805
 EM0805  STATE/COUNTY-  OK/COMANCHE
 EM0805  COUNTRY     -  US
 EM0805  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0805
 EM0805                         *CURRENT SURVEY CONTROL
 EM0805  ______________________________________________________________________
 EM0805* NAD 83(1993) POSITION- 34 41 40.48722(N) 098 35 19.03410(W)   ADJUSTED
 EM0805* NAVD 88 ORTHO HEIGHT -   673.5   (meters)     2210.    (feet) VERTCON3
 EM0805  ______________________________________________________________________
 EM0805  GEOID HEIGHT    -        -25.537 (meters)                     GEOID18
 EM0805  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 EM0805  HORZ ORDER      -  THIRD
 EM0805
 EM0805.The horizontal coordinates were established by classical geodetic methods
 EM0805.and adjusted by the National Geodetic Survey in November 1994.
 EM0805
 EM0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0805
 EM0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0805.GEOID18 height accuracy estimate available here.
 EM0805
 EM0805.Click photographs - Photos may exist for this station.
 EM0805
 EM0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0805
 EM0805. The following values were computed from the NAD 83(1993) position.
 EM0805
 EM0805;                    North         East     Units Scale Factor Converg.
 EM0805;SPC OK S     -   151,151.580   546,070.670   MT  0.99993779   -0 20 02.8
 EM0805;SPC OK S     -   495,903.14  1,791,566.86   sFT  0.99993779   -0 20 02.8
 EM0805;UTM  14      - 3,839,250.969   537,678.117   MT  0.99961750   +0 14 03.0
 EM0805
 EM0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0805!SPC OK S     -   0.99989831  x   0.99993779  =   0.99983610
 EM0805!UTM  14      -   0.99989831  x   0.99961750  =   0.99951584
 EM0805
 EM0805:                Primary Azimuth Mark                     Grid Az
 EM0805:SPC OK S     -  KETCH                                    007 16 04.8
 EM0805:UTM  14      -  KETCH                                    006 41 59.0
 EM0805
 EM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3767839250(NAD 83)
 EM0805
 EM0805|---------------------------------------------------------------------|
 EM0805| PID    Reference Object                     Distance      Geod. Az  |
 EM0805|                                                           dddmmss.s |
 EM0805| EM0802 KETCH                               APPROX. 3.2 KM 0065602.0 |
 EM0805|---------------------------------------------------------------------|
 EM0805
 EM0805                          SUPERSEDED SURVEY CONTROL
 EM0805
 EM0805  NAD 83(1986)-  34 41 40.49233(N)    098 35 19.01916(W) AD(       ) 3
 EM0805  NAD 27      -  34 41 40.23600(N)    098 35 17.79900(W) AD(       ) 3
 EM0805  NGVD 29 (07/19/86)  673.3    (m)         2209.     (f) VERT ANG       
 EM0805
 EM0805.Superseded values are not recommended for survey control.
 EM0805
 EM0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0805.See file dsdata.pdf to determine how the superseded data were derived.
 EM0805
 EM0805_MARKER: I = METAL ROD
 EM0805_SETTING: 80 = SET IN A BOULDER
 EM0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0805+STABILITY: SURFACE MOTION
 EM0805
 EM0805  HISTORY     - Date     Condition        Report By
 EM0805  HISTORY     - 1948     MONUMENTED       CGS
 EM0805
 EM0805                          STATION DESCRIPTION
 EM0805
 EM0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0805'IT IS LOCATED ON THE SUMMIT OF CROSS MT. ABOUT 1.5 MILES
 EM0805'WEST OF KETCH RANCH.  IT IS MARKED BY A SECTION OF 3/8 INCH
 EM0805'REINFORCING ROD CEMENTED IN A DRILL HOLE ON TOP OF A LARGE
 EM0805'FLAT BOULDER.  THE POINT OBSERVED UPON WAS THE TOP OF A WOOD
 EM0805'SQUAD SIGNAL OVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0607 ***********************************************************************
 EM0607  DESIGNATION -  FORT SILL FLAG TARGET
 EM0607  PID         -  EM0607
 EM0607  STATE/COUNTY-  OK/COMANCHE
 EM0607  COUNTRY     -  US
 EM0607  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0607
 EM0607                         *CURRENT SURVEY CONTROL
 EM0607  ______________________________________________________________________
 EM0607* NAD 83(1993) POSITION- 34 43 07.40234(N) 098 21 04.78165(W)   ADJUSTED
 EM0607* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 EM0607  ______________________________________________________________________
 EM0607  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 EM0607  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 EM0607  HORZ ORDER      -  THIRD
 EM0607
 EM0607.The horizontal coordinates were established by classical geodetic methods
 EM0607.and adjusted by the National Geodetic Survey in November 1994.
 EM0607
 EM0607.The orthometric height was scaled from a topographic map.
 EM0607
 EM0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0607.GEOID18 height accuracy estimate available here.
 EM0607
 EM0607.Click photographs - Photos may exist for this station.
 EM0607
 EM0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0607
 EM0607. The following values were computed from the NAD 83(1993) position.
 EM0607
 EM0607;                    North         East     Units Scale Factor Converg.
 EM0607;SPC OK S     -   153,728.494   567,820.564   MT  0.99993869   -0 11 57.9
 EM0607;SPC OK S     -   504,357.57  1,862,924.63   sFT  0.99993869   -0 11 57.9
 EM0607;UTM  14      - 3,842,042.720   559,394.661   MT  0.99964348   +0 22 10.1
 EM0607
 EM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0607!SPC OK S     -   0.99994394  x   0.99993869  =   0.99988263
 EM0607!UTM  14      -   0.99994394  x   0.99964348  =   0.99958744
 EM0607
 EM0607:                Primary Azimuth Mark                     Grid Az
 EM0607:SPC OK S     -  GOOD                                     302 26 09.7
 EM0607:UTM  14      -  GOOD                                     301 52 01.7
 EM0607
 EM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5939442042(NAD 83)
 EM0607
 EM0607|---------------------------------------------------------------------|
 EM0607| PID    Reference Object                     Distance      Geod. Az  |
 EM0607|                                                           dddmmss.s |
 EM0607| EM0613 FORT SILL L TARGET                  APPROX. 3.6 KM 0665451.8 |
 EM0607| EM0616 GOOD                                APPROX. 1.8 KM 3021411.8 |
 EM0607|---------------------------------------------------------------------|
 EM0607
 EM0607                          SUPERSEDED SURVEY CONTROL
 EM0607
 EM0607  NAD 83(1986)-  34 43 07.40608(N)    098 21 04.76658(W) AD(       ) 3
 EM0607  NAD 27      -  34 43 07.15000(N)    098 21 03.57000(W) AD(       ) 3
 EM0607
 EM0607.Superseded values are not recommended for survey control.
 EM0607
 EM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0607.See file dsdata.pdf to determine how the superseded data were derived.
 EM0607
 EM0607_MARKER: I = METAL ROD
 EM0607_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0607_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0607
 EM0607  HISTORY     - Date     Condition        Report By
 EM0607  HISTORY     - 1948     MONUMENTED       CGS
 EM0607
 EM0607                          STATION DESCRIPTION
 EM0607
 EM0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0607'IT IS LOCATED NEAR THE HIGHEST PORTION OF A FLAT GRASSY HILL
 EM0607'JUST EAST OF ENGIN GATE ROAD AND ABOUT 1.7 MILES NORTH-NORTHWEST
 EM0607'OF DODGE HILL.  IT IS MARKED BY THE CENTER OF A ONE INCH PIPE
 EM0607'EMBEDDED IN A CONCRETE BLOCK PROJECTING ABOUT 4 INCHES.  IT IS
 EM0607'APPROXIMATELY 30 FEET EAST OF A TELEPHONE POLE AND ABOUT 105
 EM0607'FEET EAST OF A RANGE GUARD FLAGPOLE.  THE POINT OBSERVED UPON
 EM0607'WAS THE TOP OF A SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0613 ***********************************************************************
 EM0613  DESIGNATION -  FORT SILL L TARGET
 EM0613  PID         -  EM0613
 EM0613  STATE/COUNTY-  OK/COMANCHE
 EM0613  COUNTRY     -  US
 EM0613  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0613
 EM0613                         *CURRENT SURVEY CONTROL
 EM0613  ______________________________________________________________________
 EM0613* NAD 83(1993) POSITION- 34 43 53.67667(N) 098 18 53.22374(W)   ADJUSTED
 EM0613  ______________________________________________________________________
 EM0613  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 EM0613  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 EM0613  HORZ ORDER      -  THIRD
 EM0613
 EM0613.The horizontal coordinates were established by classical geodetic methods
 EM0613.and adjusted by the National Geodetic Survey in November 1994.
 EM0613
 EM0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0613.GEOID18 height accuracy estimate available here.
 EM0613
 EM0613.Click photographs - Photos may exist for this station.
 EM0613
 EM0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0613
 EM0613. The following values were computed from the NAD 83(1993) position.
 EM0613
 EM0613;                    North         East     Units Scale Factor Converg.
 EM0613;SPC OK S     -   155,143.319   571,172.185   MT  0.99993924   -0 10 43.2
 EM0613;SPC OK S     -   508,999.37  1,873,920.74   sFT  0.99993924   -0 10 43.2
 EM0613;UTM  14      - 3,843,490.334   562,731.090   MT  0.99964850   +0 23 25.4
 EM0613
 EM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6273143490(NAD 83)
 EM0613
 EM0613                          SUPERSEDED SURVEY CONTROL
 EM0613
 EM0613  NAD 83(1986)-  34 43 53.68072(N)    098 18 53.20850(W) AD(       ) 3
 EM0613  NAD 27      -  34 43 53.41800(N)    098 18 52.01500(W) AD(       ) 3
 EM0613
 EM0613.Superseded values are not recommended for survey control.
 EM0613
 EM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0613.See file dsdata.pdf to determine how the superseded data were derived.
 EM0613
 EM0613_MARKER: I = METAL ROD
 EM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0613+STABILITY: SURFACE MOTION
 EM0613
 EM0613  HISTORY     - Date     Condition        Report By
 EM0613  HISTORY     - 1948     MONUMENTED       CGS
 EM0613
 EM0613                          STATION DESCRIPTION
 EM0613
 EM0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0613'THE STATION IS LOCATED ABOUT 3.8 MILES SOUTH-SOUTHWEST OF
 EM0613'ELGIN, IN THE FORT SILL RESERVATION.  IT IS ON THE EAST RANGE
 EM0613'TARGET AREA KNOWN AS NORTH ARBUCKLE.  IT IS ON THE HIGHEST
 EM0613'PART OF A GRASSY KNOLL, ABOUT 31 FEET SOUTH OF THE CENTERLINE
 EM0613'OF AN OLD EAST-WEST ROAD BED AND 578 FEET WEST OF THE CENTERLINE
 EM0613'OF A NORTH-SOUTH TRAIL.  IT IS A 6-INCH SQUARE CONCRETE BLOCK
 EM0613'PROJECTING 6 INCHES.  IN THE CENTER OF THE TOP OF THE CONCRETE
 EM0613'BLOCK IS A THREE QUARTER INCH GALVANIZED PIPE, PROJECTING 4
 EM0613'INCHES ABOVE THE TOP OF THE CONCRETE.
 EM0613'
 EM0613'TO REACH THE STATION FROM ELGIN, GO SOUTH ON DIRT ROAD, JUST
 EM0613'EAST OF GRAIN ELEVATOR, FOR 0.5 MILE TO A T INTERSECTION, TURN
 EM0613'RIGHT, WEST, AND GO 0.4 MILE, TURN LEFT, SOUTH, AND GO 0.5 MILE
 EM0613'TO THE ELGIN GATE, THE NORTH ENTRANCE TO THE FORT SILL MILITARY
 EM0613'RESERVATION.  PASS THROUGH THE GATE, CROSSING AN EAST-WEST ROAD
 EM0613'JUST INSIDE THE GATE, AND GO SOUTH TO A FORK.  TAKE RIGHT FORK,
 EM0613'WEST AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK, WEST AND GO
 EM0613'SOUTH FOR 2.6 MILE TO THE TOP OF THE GRASSY KNOLL AND THE
 EM0613'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0671 ***********************************************************************
 EM0671  DESIGNATION -  FORT SILL MB 2 TARGET
 EM0671  PID         -  EM0671
 EM0671  STATE/COUNTY-  OK/COMANCHE
 EM0671  COUNTRY     -  US
 EM0671  USGS QUAD   -  FORT SILL (2018)
 EM0671
 EM0671                         *CURRENT SURVEY CONTROL
 EM0671  ______________________________________________________________________
 EM0671* NAD 83(1993) POSITION- 34 40 58.58624(N) 098 24 41.97028(W)   ADJUSTED
 EM0671* NAVD 88 ORTHO HEIGHT -   415.3   (meters)     1363.    (feet) VERTCON3
 EM0671  ______________________________________________________________________
 EM0671  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 EM0671  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 EM0671  HORZ ORDER      -  THIRD
 EM0671
 EM0671.The horizontal coordinates were established by classical geodetic methods
 EM0671.and adjusted by the National Geodetic Survey in November 1994.
 EM0671
 EM0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0671
 EM0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0671.GEOID18 height accuracy estimate available here.
 EM0671
 EM0671.Click photographs - Photos may exist for this station.
 EM0671
 EM0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0671
 EM0671. The following values were computed from the NAD 83(1993) position.
 EM0671
 EM0671;                    North         East     Units Scale Factor Converg.
 EM0671;SPC OK S     -   149,780.149   562,278.544   MT  0.99993742   -0 14 01.2
 EM0671;SPC OK S     -   491,403.71  1,844,742.19   sFT  0.99993742   -0 14 01.2
 EM0671;UTM  14      - 3,838,040.761   553,893.744   MT  0.99963580   +0 20 05.3
 EM0671
 EM0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0671!SPC OK S     -   0.99993886  x   0.99993742  =   0.99987628
 EM0671!UTM  14      -   0.99993886  x   0.99963580  =   0.99957468
 EM0671
 EM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5389338040(NAD 83)
 EM0671
 EM0671                          SUPERSEDED SURVEY CONTROL
 EM0671
 EM0671  NAD 83(1986)-  34 40 58.59066(N)    098 24 41.95410(W) AD(       ) 3
 EM0671  NAD 27      -  34 40 58.34600(N)    098 24 40.75500(W) AD(       ) 3
 EM0671  NGVD 29 (07/19/86)  415.2    (m)         1362.     (f) VERT ANG       
 EM0671
 EM0671.Superseded values are not recommended for survey control.
 EM0671
 EM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0671.See file dsdata.pdf to determine how the superseded data were derived.
 EM0671
 EM0671_MARKER: I = METAL ROD
 EM0671_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0671_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EM0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0671+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 EM0671
 EM0671  HISTORY     - Date     Condition        Report By
 EM0671  HISTORY     - 1948     MONUMENTED       CGS
 EM0671  HISTORY     - 20140703 GOOD             GEOCAC
 EM0671
 EM0671                          STATION DESCRIPTION
 EM0671
 EM0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0671'IT IS LOCATED ON THE SECOND BLUFF FROM THE EAST OF FOUR MEDICINE
 EM0671'BLUFFS, 24 FEET WEST OF THE NORTHWEST CORNER OF A BLOCKHOUSE.  IT
 EM0671'IS MARKED BY A ONE INCH PIPE SET IN A MASS OF CONCRETE.  THE
 EM0671'POINT OBSERVED UPON WAS THE TOP OF A QUAD SIGNAL OVER THE
 EM0671'STATION.
 EM0671
 EM0671                          STATION RECOVERY (2014)
 EM0671
 EM0671'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0671'STATION WAS RECOVED IN GOOD CONDITION.  IT SITS DIRECTLY BELOW A METAL
 EM0671'QUAD SIGNAL TARGET ON TOP OF MEDICINE BLUFF 2 AND IS SET IN A MASS OF
 EM0671'CONCRETE.  IT IS STAMPED MB2 BY THE FORT SILL, OKLAHOMA RANGE
 EM0671'DIVISION.  THERE IS NO DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0672 ***********************************************************************
 EM0672  DESIGNATION -  FORT SILL MB 4 TARGET
 EM0672  PID         -  EM0672
 EM0672  STATE/COUNTY-  OK/COMANCHE
 EM0672  COUNTRY     -  US
 EM0672  USGS QUAD   -  FORT SILL (2018)
 EM0672
 EM0672                         *CURRENT SURVEY CONTROL
 EM0672  ______________________________________________________________________
 EM0672* NAD 83(1993) POSITION- 34 41 09.75187(N) 098 25 18.41343(W)   ADJUSTED
 EM0672* NAVD 88 ORTHO HEIGHT -   434.7   (meters)     1426.    (feet) VERTCON3
 EM0672  ______________________________________________________________________
 EM0672  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 EM0672  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 EM0672  HORZ ORDER      -  THIRD
 EM0672
 EM0672.The horizontal coordinates were established by classical geodetic methods
 EM0672.and adjusted by the National Geodetic Survey in November 1994.
 EM0672
 EM0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0672
 EM0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0672.GEOID18 height accuracy estimate available here.
 EM0672
 EM0672.Click photographs - Photos may exist for this station.
 EM0672
 EM0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0672
 EM0672. The following values were computed from the NAD 83(1993) position.
 EM0672
 EM0672;                    North         East     Units Scale Factor Converg.
 EM0672;SPC OK S     -   150,128.026   561,352.378   MT  0.99993752   -0 14 21.9
 EM0672;SPC OK S     -   492,545.03  1,841,703.59   sFT  0.99993752   -0 14 21.9
 EM0672;UTM  14      - 3,838,379.329   552,964.453   MT  0.99963457   +0 19 44.6
 EM0672
 EM0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0672!SPC OK S     -   0.99993581  x   0.99993752  =   0.99987333
 EM0672!UTM  14      -   0.99993581  x   0.99963457  =   0.99957040
 EM0672
 EM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5296438379(NAD 83)
 EM0672
 EM0672                          SUPERSEDED SURVEY CONTROL
 EM0672
 EM0672  NAD 83(1986)-  34 41 09.75622(N)    098 25 18.39744(W) AD(       ) 3
 EM0672  NAD 27      -  34 41 09.50200(N)    098 25 17.20500(W) AD(       ) 3
 EM0672  NGVD 29 (07/19/86)  434.6    (m)         1426.     (f) VERT ANG       
 EM0672
 EM0672.Superseded values are not recommended for survey control.
 EM0672
 EM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0672.See file dsdata.pdf to determine how the superseded data were derived.
 EM0672
 EM0672_MARKER: M = AMMO SHELL CASING
 EM0672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0672_SP_SET: SLAB
 EM0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0672
 EM0672  HISTORY     - Date     Condition        Report By
 EM0672  HISTORY     - 1948     MONUMENTED       CGS
 EM0672
 EM0672                          STATION DESCRIPTION
 EM0672
 EM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0672'IT IS LOCATED ON THE SUMMIT OF THE MOST WESTERLY OF FOUR
 EM0672'MEDICINE BLUFFS, 45 FEET EAST OF A BLOCKHOUSE.  IT IS MARKED
 EM0672'BY A 50 CALIBER SHELL EMBEDDED IN A CONCRETE SLAB.  THE POINT
 EM0672'OBSERVED UPON WAS THE TOP OF A QUAD SIGNAL OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0803 ***********************************************************************
 EM0803  DESIGNATION -  FORT SILL MC KINLEY MT TARGET
 EM0803  PID         -  EM0803
 EM0803  STATE/COUNTY-  OK/COMANCHE
 EM0803  COUNTRY     -  US
 EM0803  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0803
 EM0803                         *CURRENT SURVEY CONTROL
 EM0803  ______________________________________________________________________
 EM0803* NAD 83(1993) POSITION- 34 41 41.95753(N) 098 36 42.77775(W)   ADJUSTED
 EM0803  ______________________________________________________________________
 EM0803  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 EM0803  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 EM0803  HORZ ORDER      -  THIRD
 EM0803
 EM0803.The horizontal coordinates were established by classical geodetic methods
 EM0803.and adjusted by the National Geodetic Survey in November 1994.
 EM0803
 EM0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0803.GEOID18 height accuracy estimate available here.
 EM0803
 EM0803.Click photographs - Photos may exist for this station.
 EM0803
 EM0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0803
 EM0803. The following values were computed from the NAD 83(1993) position.
 EM0803
 EM0803;                    North         East     Units Scale Factor Converg.
 EM0803;SPC OK S     -   151,209.558   543,939.698   MT  0.99993780   -0 20 50.3
 EM0803;SPC OK S     -   496,093.36  1,784,575.49   sFT  0.99993780   -0 20 50.3
 EM0803;UTM  14      - 3,839,287.798   535,547.359   MT  0.99961557   +0 13 15.3
 EM0803
 EM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3554739287(NAD 83)
 EM0803
 EM0803                          SUPERSEDED SURVEY CONTROL
 EM0803
 EM0803  NAD 83(1986)-  34 41 41.96283(N)    098 36 42.76263(W) AD(       ) 3
 EM0803  NAD 27      -  34 41 41.71100(N)    098 36 41.53600(W) AD(       ) 3
 EM0803
 EM0803.Superseded values are not recommended for survey control.
 EM0803
 EM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0803.See file dsdata.pdf to determine how the superseded data were derived.
 EM0803
 EM0803_MARKER: H = DRILL HOLE
 EM0803_SETTING: 66 = SET IN ROCK OUTCROP
 EM0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0803+STABILITY: POSITION/ELEVATION WELL
 EM0803
 EM0803  HISTORY     - Date     Condition        Report By
 EM0803  HISTORY     - 1948     MONUMENTED       CGS
 EM0803
 EM0803                          STATION DESCRIPTION
 EM0803
 EM0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0803'IT IS LOCATED ON THE SUMMIT OF MC KINLEY MT. 1.5 MILES SOUTHEAST
 EM0803'OF CACHE WYE.  IT IS MARKED BY A DRILL HOLE IN A LARGE FLAT ROCK.
 EM0803'THE POINT OBSERVED UPON WAS THE TOP OF A WOOD QUAD SIGNAL OVER
 EM0803'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0663 ***********************************************************************
 EM0663  DESIGNATION -  FORT SILL MT HINDS TARGET
 EM0663  PID         -  EM0663
 EM0663  STATE/COUNTY-  OK/COMANCHE
 EM0663  COUNTRY     -  US
 EM0663  USGS QUAD   -  FORT SILL (2018)
 EM0663
 EM0663                         *CURRENT SURVEY CONTROL
 EM0663  ______________________________________________________________________
 EM0663* NAD 83(1993) POSITION- 34 42 00.39317(N) 098 27 59.05749(W)   ADJUSTED
 EM0663* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 EM0663  ______________________________________________________________________
 EM0663  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 EM0663  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 EM0663  HORZ ORDER      -  THIRD
 EM0663
 EM0663.The horizontal coordinates were established by classical geodetic methods
 EM0663.and adjusted by the National Geodetic Survey in November 1994.
 EM0663
 EM0663.The orthometric height was scaled from a topographic map.
 EM0663
 EM0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0663.GEOID18 height accuracy estimate available here.
 EM0663
 EM0663.Click photographs - Photos may exist for this station.
 EM0663
 EM0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0663
 EM0663. The following values were computed from the NAD 83(1993) position.
 EM0663
 EM0663;                    North         East     Units Scale Factor Converg.
 EM0663;SPC OK S     -   151,706.426   557,270.801   MT  0.99993798   -0 15 53.1
 EM0663;SPC OK S     -   497,723.50  1,828,312.62   sFT  0.99993798   -0 15 53.1
 EM0663;UTM  14      - 3,839,916.684   548,868.669   MT  0.99962943   +0 18 13.6
 EM0663
 EM0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0663!SPC OK S     -   0.99993228  x   0.99993798  =   0.99987027
 EM0663!UTM  14      -   0.99993228  x   0.99962943  =   0.99956174
 EM0663
 EM0663:                Primary Azimuth Mark                     Grid Az
 EM0663:SPC OK S     -  SIGNAL RESET                             218 04 31.3
 EM0663:UTM  14      -  SIGNAL RESET                             217 30 24.6
 EM0663
 EM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4886839916(NAD 83)
 EM0663
 EM0663|---------------------------------------------------------------------|
 EM0663| PID    Reference Object                     Distance      Geod. Az  |
 EM0663|                                                           dddmmss.s |
 EM0663| EM0644 SIGNAL RESET                        APPROX. 3.6 KM 2174838.2 |
 EM0663|---------------------------------------------------------------------|
 EM0663
 EM0663                          SUPERSEDED SURVEY CONTROL
 EM0663
 EM0663  NAD 83(1986)-  34 42 00.39795(N)    098 27 59.04211(W) AD(       ) 3
 EM0663  NAD 27      -  34 42 00.14500(N)    098 27 57.84100(W) AD(       ) 3
 EM0663
 EM0663.Superseded values are not recommended for survey control.
 EM0663
 EM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0663.See file dsdata.pdf to determine how the superseded data were derived.
 EM0663
 EM0663_MARKER: Z = SEE DESCRIPTION
 EM0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0663+STABILITY: SURFACE MOTION
 EM0663
 EM0663  HISTORY     - Date     Condition        Report By
 EM0663  HISTORY     - 1948     MONUMENTED       CGS
 EM0663
 EM0663                          STATION DESCRIPTION
 EM0663
 EM0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0663'IT IS LOCATED ON THE SUMMIT OF MT. HINDS.  IT IS MARKED BY THE
 EM0663'CENTER OF A METAL PLUG SET IN THE TOP OF A SIX INCH SQUARE BLOCK
 EM0663'OF CONCRETE.  THE POINT OBSERVED UPON WAS THE TOP OF A WOOD QUAD
 EM0663'SIGNAL OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0799 ***********************************************************************
 EM0799  DESIGNATION -  FORT SILL NORTH GRUBER TARGET
 EM0799  PID         -  EM0799
 EM0799  STATE/COUNTY-  OK/COMANCHE
 EM0799  COUNTRY     -  US
 EM0799  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0799
 EM0799                         *CURRENT SURVEY CONTROL
 EM0799  ______________________________________________________________________
 EM0799* NAD 83(1993) POSITION- 34 39 43.93096(N) 098 32 34.57419(W)   ADJUSTED
 EM0799  ______________________________________________________________________
 EM0799  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 EM0799  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 EM0799  HORZ ORDER      -  THIRD
 EM0799
 EM0799.The horizontal coordinates were established by classical geodetic methods
 EM0799.and adjusted by the National Geodetic Survey in November 1994.
 EM0799
 EM0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0799.GEOID18 height accuracy estimate available here.
 EM0799
 EM0799.Click photographs - Photos may exist for this station.
 EM0799
 EM0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0799
 EM0799. The following values were computed from the NAD 83(1993) position.
 EM0799
 EM0799;                    North         East     Units Scale Factor Converg.
 EM0799;SPC OK S     -   147,536.694   550,236.809   MT  0.99993687   -0 18 29.4
 EM0799;SPC OK S     -   484,043.30  1,805,235.26   sFT  0.99993687   -0 18 29.4
 EM0799;UTM  14      - 3,835,678.711   541,878.563   MT  0.99962162   +0 15 35.8
 EM0799
 EM0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4187835678(NAD 83)
 EM0799
 EM0799                          SUPERSEDED SURVEY CONTROL
 EM0799
 EM0799  NAD 83(1986)-  34 39 43.93551(N)    098 32 34.56031(W) AD(       ) 3
 EM0799  NAD 27      -  34 39 43.67900(N)    098 32 33.34800(W) AD(       ) 3
 EM0799
 EM0799.Superseded values are not recommended for survey control.
 EM0799
 EM0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0799.See file dsdata.pdf to determine how the superseded data were derived.
 EM0799
 EM0799_MARKER: N = NAIL
 EM0799_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0799
 EM0799  HISTORY     - Date     Condition        Report By
 EM0799  HISTORY     - 1948     MONUMENTED       CGS
 EM0799
 EM0799                          STATION DESCRIPTION
 EM0799
 EM0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0799'LOCATED ON GRUBER HILL, APPROXIMATELY 150 YARDS NORTHEAST OF
 EM0799'STATION GRUBER.  THE POINT IS A 16-PENNY NAIL HEAD UP, SUNK
 EM0799'IN CONCRETE UNDERNEATH WOOD SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0659 ***********************************************************************
 EM0659  DESIGNATION -  FORT SILL POST FIELD CONT TWR
 EM0659  PID         -  EM0659
 EM0659  STATE/COUNTY-  OK/COMANCHE
 EM0659  COUNTRY     -  US
 EM0659  USGS QUAD   -  FORT SILL (2018)
 EM0659
 EM0659                         *CURRENT SURVEY CONTROL
 EM0659  ______________________________________________________________________
 EM0659* NAD 83(1993) POSITION- 34 38 57.76013(N) 098 23 52.14138(W)   ADJUSTED
 EM0659  ______________________________________________________________________
 EM0659  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 EM0659  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 EM0659  HORZ ORDER      -  THIRD
 EM0659
 EM0659.The horizontal coordinates were established by classical geodetic methods
 EM0659.and adjusted by the National Geodetic Survey in November 1994.
 EM0659
 EM0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0659.GEOID18 height accuracy estimate available here.
 EM0659
 EM0659.Click photographs - Photos may exist for this station.
 EM0659
 EM0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0659
 EM0659. The following values were computed from the NAD 83(1993) position.
 EM0659
 EM0659;                    North         East     Units Scale Factor Converg.
 EM0659;SPC OK S     -   146,052.055   563,532.188   MT  0.99993659   -0 13 32.9
 EM0659;SPC OK S     -   479,172.45  1,848,855.19   sFT  0.99993659   -0 13 32.9
 EM0659;UTM  14      - 3,834,326.401   555,183.918   MT  0.99963753   +0 20 32.6
 EM0659
 EM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5518334326(NAD 83)
 EM0659
 EM0659                          SUPERSEDED SURVEY CONTROL
 EM0659
 EM0659  NAD 83(1986)-  34 38 57.76409(N)    098 23 52.12578(W) AD(       ) 3
 EM0659  NAD 27      -  34 38 57.50600(N)    098 23 50.93300(W) AD(       ) 3
 EM0659
 EM0659.Superseded values are not recommended for survey control.
 EM0659
 EM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0659.See file dsdata.pdf to determine how the superseded data were derived.
 EM0659
 EM0659_MARKER: 58 = CONTROL TOWER
 EM0659
 EM0659  HISTORY     - Date     Condition        Report By
 EM0659  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0659
 EM0659                          STATION DESCRIPTION
 EM0659
 EM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0659'THE STATION IS THE CONTROL TOWER OF THE POST AIRFIELD.  IT IS
 EM0659'LOCATED ON THE NORTHEAST END OF THE AIRFIELD, 35 FEET SOUTHEAST
 EM0659'OF THE SOUTHEAST CORNER OF HANGER NO 2 AND ON THE NORTHEAST END
 EM0659'OF THE PARKING STRIP.  IT IS A FOUR LEGGED WOODEN STRUCTURE WITH
 EM0659'A GLASS ENCLOSED OBSERVATION ROOM ON TOP.  THE ENTIRE STRUCTURE
 EM0659'IS 63 FEET HIGH.  POINT OBSERVED UPON, BASE OF FLAG POLE IN THE
 EM0659'CENTER OF THE TOP OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0617 ***********************************************************************
 EM0617  DESIGNATION -  FORT SILL POTATO 63 TARGET
 EM0617  PID         -  EM0617
 EM0617  STATE/COUNTY-  OK/COMANCHE
 EM0617  COUNTRY     -  US
 EM0617  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0617
 EM0617                         *CURRENT SURVEY CONTROL
 EM0617  ______________________________________________________________________
 EM0617* NAD 83(1993) POSITION- 34 41 34.06943(N) 098 18 04.90036(W)   ADJUSTED
 EM0617* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 EM0617  ______________________________________________________________________
 EM0617  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 EM0617  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 EM0617  HORZ ORDER      -  THIRD
 EM0617
 EM0617.The horizontal coordinates were established by classical geodetic methods
 EM0617.and adjusted by the National Geodetic Survey in November 1994.
 EM0617
 EM0617.The orthometric height was scaled from a topographic map.
 EM0617
 EM0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0617.GEOID18 height accuracy estimate available here.
 EM0617
 EM0617.Click photographs - Photos may exist for this station.
 EM0617
 EM0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0617
 EM0617. The following values were computed from the NAD 83(1993) position.
 EM0617
 EM0617;                    North         East     Units Scale Factor Converg.
 EM0617;SPC OK S     -   150,837.803   572,388.625   MT  0.99993773   -0 10 15.8
 EM0617;SPC OK S     -   494,873.69  1,877,911.68   sFT  0.99993773   -0 10 15.8
 EM0617;UTM  14      - 3,839,198.349   563,989.856   MT  0.99965047   +0 23 51.6
 EM0617
 EM0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0617!SPC OK S     -   0.99994425  x   0.99993773  =   0.99988199
 EM0617!UTM  14      -   0.99994425  x   0.99965047  =   0.99959474
 EM0617
 EM0617:                Primary Azimuth Mark                     Grid Az
 EM0617:SPC OK S     -  DODGE                                    274 34 42.8
 EM0617:UTM  14      -  DODGE                                    274 00 35.4
 EM0617
 EM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6398939198(NAD 83)
 EM0617
 EM0617|---------------------------------------------------------------------|
 EM0617| PID    Reference Object                     Distance      Geod. Az  |
 EM0617|                                                           dddmmss.s |
 EM0617| EM0606 DODGE                               APPROX. 3.8 KM 2742427.0 |
 EM0617| EM0613 FORT SILL L TARGET                  APPROX. 4.5 KM 3440308.4 |
 EM0617|---------------------------------------------------------------------|
 EM0617
 EM0617                          SUPERSEDED SURVEY CONTROL
 EM0617
 EM0617  NAD 83(1986)-  34 41 34.07372(N)    098 18 04.88520(W) AD(       ) 3
 EM0617  NAD 27      -  34 41 33.81000(N)    098 18 03.70000(W) AD(       ) 3
 EM0617
 EM0617.Superseded values are not recommended for survey control.
 EM0617
 EM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0617.See file dsdata.pdf to determine how the superseded data were derived.
 EM0617
 EM0617_MARKER: B = BOLT
 EM0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0617+STABILITY: SURFACE MOTION
 EM0617
 EM0617  HISTORY     - Date     Condition        Report By
 EM0617  HISTORY     - 1948     MONUMENTED       CGS
 EM0617
 EM0617                          STATION DESCRIPTION
 EM0617
 EM0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0617'IT IS LOCATED ON THE SUMMIT OF POTATO HILL, ABOUT 0.5 MILE
 EM0617'NORTH OF AUSTIN RIDGE AND 3.5 MILES EAST OF BEEF CREEK.  IT IS
 EM0617'MARKED BY THE CENTER OF A 1/2 INCH BOLT SET IN A CONCRETE BLOCK
 EM0617'AND IS ABOUT 20 FEET EAST OF A TEMPROARY SHED.  THE POINT
 EM0617'OBSERVED UPON WAS THE TOP OF A WOOD QUAD SIGNAL OVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0651 ***********************************************************************
 EM0651  DESIGNATION -  FORT SILL QTRMASTER LNDRY STK
 EM0651  PID         -  EM0651
 EM0651  STATE/COUNTY-  OK/COMANCHE
 EM0651  COUNTRY     -  US
 EM0651  USGS QUAD   -  FORT SILL (2018)
 EM0651
 EM0651                         *CURRENT SURVEY CONTROL
 EM0651  ______________________________________________________________________
 EM0651* NAD 83(1993) POSITION- 34 39 52.92575(N) 098 23 54.51093(W)   ADJUSTED
 EM0651  ______________________________________________________________________
 EM0651  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 EM0651  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 EM0651  HORZ ORDER      -  THIRD
 EM0651
 EM0651.The horizontal coordinates were established by classical geodetic methods
 EM0651.and adjusted by the National Geodetic Survey in November 1994.
 EM0651
 EM0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0651.GEOID18 height accuracy estimate available here.
 EM0651
 EM0651.Click photographs - Photos may exist for this station.
 EM0651
 EM0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0651
 EM0651. The following values were computed from the NAD 83(1993) position.
 EM0651
 EM0651;                    North         East     Units Scale Factor Converg.
 EM0651;SPC OK S     -   147,752.106   563,478.561   MT  0.99993693   -0 13 34.3
 EM0651;SPC OK S     -   484,750.03  1,848,679.25   sFT  0.99993693   -0 13 34.3
 EM0651;UTM  14      - 3,836,025.327   555,113.454   MT  0.99963744   +0 20 31.7
 EM0651
 EM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5511336025(NAD 83)
 EM0651
 EM0651                          SUPERSEDED SURVEY CONTROL
 EM0651
 EM0651  NAD 83(1986)-  34 39 52.92978(N)    098 23 54.49401(W) AD(       ) 3
 EM0651  NAD 27      -  34 39 52.67000(N)    098 23 53.30000(W) AD(       ) 3
 EM0651
 EM0651.Superseded values are not recommended for survey control.
 EM0651
 EM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0651.See file dsdata.pdf to determine how the superseded data were derived.
 EM0651
 EM0651_MARKER: 63 = STACK
 EM0651
 EM0651  HISTORY     - Date     Condition        Report By
 EM0651  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0651
 EM0651                          STATION DESCRIPTION
 EM0651
 EM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0651'THE STATION IS THE STACK ON THE FORT SILL QUARTERMASTER LAUNDRY,
 EM0651'LOCATED 0.95 MILE WEST OF GATE NO 1 AND 0.4 MILE SOUTHEAST OF THE
 EM0651'INTERSECTION OF SHERIDAN ROAD AND FORT SILL BOULEVARD ON THE
 EM0651'SOUTH SIDE OF SHERIDAN ROAD AND ON THE EAST SIDE OF BUILDING NO
 EM0651'T 5652.  IT IS AN ALL BRICK STRUCTURE 120 FEET HIGH, 10.5 FEET
 EM0651'IN DIAMETER AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 EM0651'POINT OBSERVED UPON, CENTER OF THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0740 ***********************************************************************
 GJ0740  DESIGNATION -  FORT SUPPLY DAM WATER TANK
 GJ0740  PID         -  GJ0740
 GJ0740  STATE/COUNTY-  OK/WOODWARD
 GJ0740  COUNTRY     -  US
 GJ0740  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0740
 GJ0740                         *CURRENT SURVEY CONTROL
 GJ0740  ______________________________________________________________________
 GJ0740* NAD 83(1993) POSITION- 36 33 19.47753(N) 099 34 29.73016(W)   ADJUSTED
 GJ0740  ______________________________________________________________________
 GJ0740  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 GJ0740  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 GJ0740  HORZ ORDER      -  THIRD
 GJ0740
 GJ0740.The horizontal coordinates were established by classical geodetic methods
 GJ0740.and adjusted by the National Geodetic Survey in November 1994.
 GJ0740
 GJ0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0740.GEOID18 height accuracy estimate available here.
 GJ0740
 GJ0740.Click photographs - Photos may exist for this station.
 GJ0740
 GJ0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0740
 GJ0740. The following values were computed from the NAD 83(1993) position.
 GJ0740
 GJ0740;                    North         East     Units Scale Factor Converg.
 GJ0740;SPC OK N     -   173,723.777   459,011.990   MT  0.99996827   -0 55 46.0
 GJ0740;SPC OK N     -   569,958.76  1,505,941.84   sFT  0.99996827   -0 55 46.0
 GJ0740;UTM  14      - 4,045,708.202   448,548.892   MT  0.99963261   -0 20 32.8
 GJ0740
 GJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4854845708(NAD 83)
 GJ0740
 GJ0740                          SUPERSEDED SURVEY CONTROL
 GJ0740
 GJ0740  NAD 83(1986)-  36 33 19.48381(N)    099 34 29.71773(W) AD(       ) 3
 GJ0740  NAD 27      -  36 33 19.35397(N)    099 34 28.30298(W) AD(       ) 3
 GJ0740
 GJ0740.Superseded values are not recommended for survey control.
 GJ0740
 GJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0740.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0740
 GJ0740_MARKER: 53 = ELEVATED TANK
 GJ0740
 GJ0740  HISTORY     - Date     Condition        Report By
 GJ0740  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0740
 GJ0740                          STATION DESCRIPTION
 GJ0740
 GJ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0740'THE STATION IS THE TOP CENTER OF A 60 FOOT HIGH, ELEVATED WATER
 GJ0740'TANK.  IT IS ABOUT 1 MILE SOUTH OF FT. SUPPLY AND 1/4 MILE WEST OF
 GJ0740'THE WEST END OF THE FT. SUPPLY DAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0744 ***********************************************************************
 GJ0744  DESIGNATION -  FORT SUPPLY MICROWAVE MAST
 GJ0744  PID         -  GJ0744
 GJ0744  STATE/COUNTY-  OK/HARPER
 GJ0744  COUNTRY     -  US
 GJ0744  USGS QUAD   -  FORT SUPPLY NW (2018)
 GJ0744
 GJ0744                         *CURRENT SURVEY CONTROL
 GJ0744  ______________________________________________________________________
 GJ0744* NAD 83(1997) POSITION- 36 39 04.85824(N) 099 37 34.73226(W)   ADJUSTED
 GJ0744  ______________________________________________________________________
 GJ0744  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GJ0744  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 GJ0744  HORZ ORDER      -  THIRD
 GJ0744
 GJ0744.The horizontal coordinates were established by classical geodetic methods
 GJ0744.and adjusted by the National Geodetic Survey in October 1998.
 GJ0744
 GJ0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0744.GEOID18 height accuracy estimate available here.
 GJ0744
 GJ0744.Click photographs - Photos may exist for this station.
 GJ0744
 GJ0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0744
 GJ0744. The following values were computed from the NAD 83(1997) position.
 GJ0744
 GJ0744;                    North         East     Units Scale Factor Converg.
 GJ0744;SPC OK N     -   184,444.237   454,590.330   MT  0.99998099   -0 57 35.2
 GJ0744;SPC OK N     -   605,130.80  1,491,435.11   sFT  0.99998099   -0 57 35.2
 GJ0744;UTM  14      - 4,056,379.226   444,019.271   MT  0.99963861   -0 22 26.0
 GJ0744
 GJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4401956379(NAD 83)
 GJ0744
 GJ0744                          SUPERSEDED SURVEY CONTROL
 GJ0744
 GJ0744  NAD 83(1993)-  36 39 04.85821(N)    099 37 34.73229(W) AD(       ) 3
 GJ0744  NAD 83(1986)-  36 39 04.86506(N)    099 37 34.71922(W) AD(       ) 3
 GJ0744  NAD 27      -  36 39 04.74511(N)    099 37 33.30241(W) AD(       ) 3
 GJ0744
 GJ0744.Superseded values are not recommended for survey control.
 GJ0744
 GJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0744.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0744
 GJ0744_MARKER: 44 = MICROWAVE MAST
 GJ0744
 GJ0744  HISTORY     - Date     Condition        Report By
 GJ0744  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0744
 GJ0744                          STATION DESCRIPTION
 GJ0744
 GJ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0744'STATION IS THE CENTER OF THE MAST, WHICH IS ABOUT 100 FEET IN HEIGHT
 GJ0744'AND HAS A FAN TYPE ANTENNA ON TOP.  THIS STATION WAS NOT VISITED.
 GJ0744'IT IS ABOUT 20 MILES NORTH OF FARGO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0738 ***********************************************************************
 GJ0738  DESIGNATION -  FORT SUPPLY ST HOSP STACK
 GJ0738  PID         -  GJ0738
 GJ0738  STATE/COUNTY-  OK/WOODWARD
 GJ0738  COUNTRY     -  US
 GJ0738  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0738
 GJ0738                         *CURRENT SURVEY CONTROL
 GJ0738  ______________________________________________________________________
 GJ0738* NAD 83(1997) POSITION- 36 34 17.37943(N) 099 33 12.49334(W)   ADJUSTED
 GJ0738  ______________________________________________________________________
 GJ0738  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 GJ0738  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 GJ0738  HORZ ORDER      -  THIRD
 GJ0738
 GJ0738.The horizontal coordinates were established by classical geodetic methods
 GJ0738.and adjusted by the National Geodetic Survey in October 1998.
 GJ0738
 GJ0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0738.GEOID18 height accuracy estimate available here.
 GJ0738
 GJ0738.Click photographs - Photos may exist for this station.
 GJ0738
 GJ0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0738
 GJ0738. The following values were computed from the NAD 83(1997) position.
 GJ0738
 GJ0738;                    North         East     Units Scale Factor Converg.
 GJ0738;SPC OK N     -   175,477.368   460,961.013   MT  0.99997021   -0 55 00.4
 GJ0738;SPC OK N     -   575,712.00  1,512,336.26   sFT  0.99997021   -0 55 00.4
 GJ0738;UTM  14      - 4,047,481.069   450,479.195   MT  0.99963021   -0 19 47.2
 GJ0738
 GJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5047947481(NAD 83)
 GJ0738
 GJ0738                          SUPERSEDED SURVEY CONTROL
 GJ0738
 GJ0738  NAD 83(1993)-  36 34 17.37946(N)    099 33 12.49336(W) AD(       ) 3
 GJ0738  NAD 83(1986)-  36 34 17.38581(N)    099 33 12.48084(W) AD(       ) 3
 GJ0738  NAD 27      -  36 34 17.25798(N)    099 33 11.07098(W) AD(       ) 3
 GJ0738
 GJ0738.Superseded values are not recommended for survey control.
 GJ0738
 GJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0738.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0738
 GJ0738_MARKER: 63 = STACK
 GJ0738
 GJ0738  HISTORY     - Date     Condition        Report By
 GJ0738  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0738
 GJ0738                          STATION DESCRIPTION
 GJ0738
 GJ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0738'THE STATION IS THE TOP CENTER OF A 100 FOOT HIGH, BRICK CONSTRUCTED
 GJ0738'STACK.  IT IS LOCATED ON THE WESTERN STATE HOSPITAL GROUNDS AT FT.
 GJ0738'SUPPLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0739 ***********************************************************************
 GJ0739  DESIGNATION -  FORT SUPPLY ST HOSP TANK
 GJ0739  PID         -  GJ0739
 GJ0739  STATE/COUNTY-  OK/WOODWARD
 GJ0739  COUNTRY     -  US
 GJ0739  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0739
 GJ0739                         *CURRENT SURVEY CONTROL
 GJ0739  ______________________________________________________________________
 GJ0739* NAD 83(1997) POSITION- 36 34 18.74636(N) 099 33 28.50497(W)   ADJUSTED
 GJ0739  ______________________________________________________________________
 GJ0739  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 GJ0739  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 GJ0739  HORZ ORDER      -  THIRD
 GJ0739
 GJ0739.The horizontal coordinates were established by classical geodetic methods
 GJ0739.and adjusted by the National Geodetic Survey in October 1998.
 GJ0739
 GJ0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0739.GEOID18 height accuracy estimate available here.
 GJ0739
 GJ0739.Click photographs - Photos may exist for this station.
 GJ0739
 GJ0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0739
 GJ0739. The following values were computed from the NAD 83(1997) position.
 GJ0739
 GJ0739;                    North         East     Units Scale Factor Converg.
 GJ0739;SPC OK N     -   175,525.875   460,563.647   MT  0.99997025   -0 55 09.8
 GJ0739;SPC OK N     -   575,871.14  1,511,032.57   sFT  0.99997025   -0 55 09.8
 GJ0739;UTM  14      - 4,047,525.488   450,081.488   MT  0.99963070   -0 19 56.8
 GJ0739
 GJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5008147525(NAD 83)
 GJ0739
 GJ0739                          SUPERSEDED SURVEY CONTROL
 GJ0739
 GJ0739  NAD 83(1993)-  36 34 18.74640(N)    099 33 28.50499(W) AD(       ) 3
 GJ0739  NAD 83(1986)-  36 34 18.75264(N)    099 33 28.49246(W) AD(       ) 3
 GJ0739  NAD 27      -  36 34 18.62468(N)    099 33 27.08211(W) AD(       ) 3
 GJ0739
 GJ0739.Superseded values are not recommended for survey control.
 GJ0739
 GJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0739.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0739
 GJ0739_MARKER: 53 = ELEVATED TANK
 GJ0739
 GJ0739  HISTORY     - Date     Condition        Report By
 GJ0739  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0739
 GJ0739                          STATION DESCRIPTION
 GJ0739
 GJ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0739'THE STATION IS THE TOP CENTER OF A 100 FOOT HIGH, ELEVATED WATER
 GJ0739'TANK.  IT IS LOCATED ON THE WESTERN STATE HOSPITAL GROUNDS AT FT.
 GJ0739'SUPPLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0973 ***********************************************************************
 EK0973  DESIGNATION -  FORT TOWSON MUNICIPAL TANK
 EK0973  PID         -  EK0973
 EK0973  STATE/COUNTY-  OK/CHOCTAW
 EK0973  COUNTRY     -  US
 EK0973  USGS QUAD   -  FORT TOWSON (2019)
 EK0973
 EK0973                         *CURRENT SURVEY CONTROL
 EK0973  ______________________________________________________________________
 EK0973* NAD 83(1993) POSITION- 34 01 10.21214(N) 095 16 01.94175(W)   ADJUSTED
 EK0973  ______________________________________________________________________
 EK0973  GEOID HEIGHT    -        -29.035 (meters)                     GEOID18
 EK0973  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 EK0973  HORZ ORDER      -  THIRD
 EK0973
 EK0973.The horizontal coordinates were established by classical geodetic methods
 EK0973.and adjusted by the National Geodetic Survey in November 1994.
 EK0973
 EK0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0973.GEOID18 height accuracy estimate available here.
 EK0973
 EK0973.Click photographs - Photos may exist for this station.
 EK0973
 EK0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0973
 EK0973. The following values were computed from the NAD 83(1993) position.
 EK0973
 EK0973;                    North         East     Units Scale Factor Converg.
 EK0973;SPC OK S     -    79,529.188   852,376.044   MT  0.99998418   +1 33 04.2
 EK0973;SPC OK S     -   260,922.01  2,796,503.74   sFT  0.99998418   +1 33 04.2
 EK0973;SPC TXNC     - 2,265,514.320   898,550.108   MT  1.00001517   +1 45 47.3
 EK0973;SPC TXNC     - 7,432,774.90  2,947,993.15   sFT  1.00001517   +1 45 47.3
 EK0973;UTM  15      - 3,766,636.490   290,655.703   MT  1.00014027   -1 16 08.1
 EK0973
 EK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9065566636(NAD 83)
 EK0973
 EK0973                          SUPERSEDED SURVEY CONTROL
 EK0973
 EK0973  NAD 83(1986)-  34 01 10.21789(N)    095 16 01.93080(W) AD(       ) 3
 EK0973  NAD 27      -  34 01 09.83600(N)    095 16 01.09400(W) AD(       ) 3
 EK0973
 EK0973.Superseded values are not recommended for survey control.
 EK0973
 EK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0973.See file dsdata.pdf to determine how the superseded data were derived.
 EK0973
 EK0973_MARKER: 51 = TANK
 EK0973
 EK0973  HISTORY     - Date     Condition        Report By
 EK0973  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0973
 EK0973                          STATION DESCRIPTION
 EK0973
 EK0973'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0641 ***********************************************************************
 FK0641  CBN         -  This is a Cooperative Base Network Control Station.
 FK0641  DESIGNATION -  FORTY ONE
 FK0641  PID         -  FK0641
 FK0641  STATE/COUNTY-  OK/WASHITA
 FK0641  COUNTRY     -  US
 FK0641  USGS QUAD   -  ELK CITY SE (2018)
 FK0641
 FK0641                         *CURRENT SURVEY CONTROL
 FK0641  ______________________________________________________________________
 FK0641* NAD 83(2011) POSITION- 35 17 28.50464(N) 099 16 59.35501(W)   ADJUSTED
 FK0641* NAD 83(2011) ELLIP HT-   519.534 (meters)        (06/27/12)   ADJUSTED
 FK0641* NAD 83(2011) EPOCH   -  2010.00
 FK0641* NAVD 88 ORTHO HEIGHT -   546.5   (meters)     1793.    (feet) GPS OBS
 FK0641  ______________________________________________________________________
 FK0641  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FK0641  GEOID HEIGHT    -        -26.916 (meters)                     GEOID96
 FK0641  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 FK0641  NAD 83(2011) X  -   -840,807.158 (meters)                     COMP
 FK0641  NAD 83(2011) Y  - -5,143,986.232 (meters)                     COMP
 FK0641  NAD 83(2011) Z  -  3,664,588.579 (meters)                     COMP
 FK0641  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 FK0641
 FK0641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0641  Standards:
 FK0641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0641  -------------------------------------------------------------------
 FK0641  NETWORK    1.72   3.37           0.75   0.65   1.72      0.03957706
 FK0641  -------------------------------------------------------------------
 FK0641  Click here for local accuracies and other accuracy information.
 FK0641
 FK0641.The horizontal coordinates were established by GPS observations
 FK0641.and adjusted by the National Geodetic Survey in June 2012.
 FK0641
 FK0641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0641.been affixed to the stable North American tectonic plate. See 
 FK0641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0641
 FK0641.The horizontal coordinates are valid at the epoch date displayed above
 FK0641.which is a decimal equivalence of Year/Month/Day.
 FK0641
 FK0641.The orthometric height was determined by GPS observations and a
 FK0641.high-resolution geoid model.
 FK0641
 FK0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0641.GEOID18 height accuracy estimate available here.
 FK0641
 FK0641.Click photographs - Photos may exist for this station.
 FK0641
 FK0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0641
 FK0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0641
 FK0641.The ellipsoidal height was determined by GPS observations
 FK0641.and is referenced to NAD 83.
 FK0641
 FK0641. The following values were computed from the NAD 83(2011) position.
 FK0641
 FK0641;                    North         East     Units Scale Factor Converg.
 FK0641;SPC OK S     -   217,928.951   483,281.522   MT  1.00001196   -0 43 42.0
 FK0641;SPC OK S     -   714,988.57  1,585,566.13   sFT  1.00001196   -0 43 42.0
 FK0641;UTM  14      - 3,905,379.257   474,253.566   MT  0.99960817   -0 09 48.9
 FK0641
 FK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0641!SPC OK S     -   0.99991846  x   1.00001196  =   0.99993042
 FK0641!UTM  14      -   0.99991846  x   0.99960817  =   0.99952666
 FK0641
 FK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME7425305379(NAD 83)
 FK0641
 FK0641                          SUPERSEDED SURVEY CONTROL
 FK0641
 FK0641  NAD 83(2007)-  35 17 28.50464(N)    099 16 59.35575(W) AD(2002.00) 0
 FK0641  ELLIP H (02/10/07)  519.554  (m)                       GP(2002.00)    
 FK0641  ELLIP H (04/16/01)  519.556  (m)                       GP(       ) 4 2
 FK0641  NAD 83(1993)-  35 17 28.50459(N)    099 16 59.35532(W) AD(       ) B
 FK0641  ELLIP H (05/09/94)  519.589  (m)                       GP(       ) 4 2
 FK0641  NAVD 88 (01/13/95)  546.4    (m)  UNKNOWN  model used  GPS OBS        
 FK0641  NAVD 88 (05/09/94)  546.4    (m)  GEOID93  model used  GPS OBS        
 FK0641
 FK0641.Superseded values are not recommended for survey control.
 FK0641
 FK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0641.See file dsdata.pdf to determine how the superseded data were derived.
 FK0641
 FK0641_MARKER: I = METAL ROD
 FK0641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0641_STAMPING: FORTY ONE 1993
 FK0641_MARK LOGO: NGS
 FK0641_PROJECTION: RECESSED 1 CENTIMETERS
 FK0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0641+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 FK0641_ROD/PIPE-DEPTH: 2.13 meters
 FK0641_SLEEVE-DEPTH  : 0.9 meters
 FK0641
 FK0641  HISTORY     - Date     Condition        Report By
 FK0641  HISTORY     - 1993     MONUMENTED       NGS
 FK0641  HISTORY     - 20070509 GOOD             INDIV
 FK0641
 FK0641                          STATION DESCRIPTION
 FK0641
 FK0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FK0641'STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTHEAST OF ELK CITY, 14 KM
 FK0641'(8.70 MI) WEST OF DILL CITY, 0.13 KM (0.10 MI) EAST OF A VACANT GAS
 FK0641'STATION AND STORE, ALONG STATE HIGHWAY 152, ON THE RIGHT-OF-WAY, AT A
 FK0641'FIELD ROAD LEADING SOUTH THROUGH PASTURE, ON THE TOP OF A RISE, IN
 FK0641'THE NORTHEAST 1/4 OF SECTION 2, T 10 N, R 20 W. OWNERSHIP--OKLAHOMA
 FK0641'DEPARTMENT OF TRANSPORTATION.
 FK0641'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40
 FK0641'AND STATE HIGHWAY 6 (EXIT 38) AT ELK CITY, GO SOUTH ON HIGHWAY 6 FOR
 FK0641'11.05 KM (6.85 MI) TO ITS INTERSECTION WITH STATE HIGHWAY 152.  TURN
 FK0641'LEFT, EAST, ON HIGHWAY 152 FOR 8.54 KM (5.30 MI) TO THE ELK CREEK
 FK0641'PRIMATIVE BAPTIST CHURCH ON THE LEFT.  CONTINUE AHEAD, EAST, ON
 FK0641'HIGHWAY 152 FOR 2.16 KM (1.35 MI) TO TOP OF RISE AND STATION ON THE
 FK0641'RIGHT JUST PAST A FIELD ENTRANCE ON THE RIGHT.
 FK0641'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FK0641'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FK0641'WITH LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 FK0641'43.7 M (143.4 FT) EAST FROM THE EAST GATE POST AT FIELD ROAD, 17.6 M
 FK0641'(57.7 FT) SOUTH FROM, AND LEVEL WITH THE HIGHWAY CENTER, 0.6 M
 FK0641'(2.0 FT) NORTH FROM A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 FK0641'FENCE, 1.1 M (3.6 FT) SOUTHEAST OF A STEEL WITNESS POST, AND 1.1 M
 FK0641'(3.6 FT) SOUTHWEST OF A STEEL WITNESS POST.
 FK0641
 FK0641                          STATION RECOVERY (2007)
 FK0641
 FK0641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 FK0641'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0864 ***********************************************************************
 EL0864  DESIGNATION -  FOSTER
 EL0864  PID         -  EL0864
 EL0864  STATE/COUNTY-  OK/GARVIN
 EL0864  COUNTRY     -  US
 EL0864  USGS QUAD   -  ELMORE CITY SOUTH (2018)
 EL0864
 EL0864                         *CURRENT SURVEY CONTROL
 EL0864  ______________________________________________________________________
 EL0864* NAD 83(1993) POSITION- 34 35 38.23829(N) 097 28 18.21185(W)   ADJUSTED
 EL0864* NAVD 88 ORTHO HEIGHT -   330.    (meters)     1083.    (feet) SCALED
 EL0864  ______________________________________________________________________
 EL0864  GEOID HEIGHT    -        -25.424 (meters)                     GEOID18
 EL0864  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 EL0864  HORZ ORDER      -  THIRD
 EL0864
 EL0864.The horizontal coordinates were established by classical geodetic methods
 EL0864.and adjusted by the National Geodetic Survey in November 1994.
 EL0864
 EL0864.The orthometric height was scaled from a topographic map.
 EL0864
 EL0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0864.GEOID18 height accuracy estimate available here.
 EL0864
 EL0864.Click photographs - Photos may exist for this station.
 EL0864
 EL0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0864
 EL0864. The following values were computed from the NAD 83(1993) position.
 EL0864
 EL0864;                    North         East     Units Scale Factor Converg.
 EL0864;SPC OK S     -   139,959.144   648,458.899   MT  0.99993596   +0 17 59.5
 EL0864;SPC OK S     -   459,182.62  2,127,485.57   sFT  0.99993596   +0 17 59.5
 EL0864;UTM  14      - 3,829,077.091   640,148.923   MT  0.99984210   +0 52 04.2
 EL0864
 EL0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0864!SPC OK S     -   0.99995218  x   0.99993596  =   0.99988814
 EL0864!UTM  14      -   0.99995218  x   0.99984210  =   0.99979429
 EL0864
 EL0864:                Primary Azimuth Mark                     Grid Az
 EL0864:SPC OK S     -  FOSTER AZ MK                             088 16 40.4
 EL0864:UTM  14      -  FOSTER AZ MK                             087 42 35.7
 EL0864
 EL0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4014829077(NAD 83)
 EL0864
 EL0864|---------------------------------------------------------------------|
 EL0864| PID    Reference Object                     Distance      Geod. Az  |
 EL0864|                                                           dddmmss.s |
 EL0864| CY1888 FOSTER RM 1                          16.928 METERS 01934     |
 EL0864| CY1887 FOSTER AZ MK                                       0883439.9 |
 EL0864| CY1889 FOSTER RM 2                          25.694 METERS 27515     |
 EL0864|---------------------------------------------------------------------|
 EL0864
 EL0864                          SUPERSEDED SURVEY CONTROL
 EL0864
 EL0864  NAD 83(1986)-  34 35 38.24273(N)    097 28 18.19902(W) AD(       ) 3
 EL0864  NAD 27      -  34 35 37.94870(N)    097 28 17.10510(W) AD(       ) 3
 EL0864
 EL0864.Superseded values are not recommended for survey control.
 EL0864
 EL0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0864.See file dsdata.pdf to determine how the superseded data were derived.
 EL0864
 EL0864_MARKER: DS = TRIANGULATION STATION DISK
 EL0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0864_STAMPING: FOSTER 1954
 EL0864_MARK LOGO: CGS
 EL0864_PROJECTION: FLUSH
 EL0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0864+STABILITY: SURFACE MOTION
 EL0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0864+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2014
 EL0864
 EL0864  HISTORY     - Date     Condition        Report By
 EL0864  HISTORY     - 1954     MONUMENTED       CGS
 EL0864  HISTORY     - 20141105 GOOD             INDIV
 EL0864
 EL0864                          STATION DESCRIPTION
 EL0864
 EL0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0864'THE STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF ELMORE CITY, ABOUT
 EL0864'3 MILES NORTHEAST OF PERNELL AND ABOUT 2 MILES SOUTH-SOUTHEAST OF
 EL0864'FOSTER.  THE STATION MARK IS 27 FEET SOUTH OF THE CENTERLINE OF A
 EL0864'BLADED ROAD, 18 FEET SOUTHEAST OF A GATE AND 9 FEET SOUTH OF A
 EL0864'WITNESS POST.  IT IS STAMPED FOSTER AND IS SET FLUSH.
 EL0864'
 EL0864'REFERENCE MARK NO. 1 IS 30 FEET EAST-SOUTHEAST OF A POWERLINE POLE,
 EL0864'24 FEET NORTH OF THE CENTERLINE OF A BLADED ROAD AND 1 FOOT SOUTH
 EL0864'OF A FENCE.  IT IS STAMPED FOSTER NO 1 1954 AND PROJECTS 7 INCHES.
 EL0864'
 EL0864'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTERLINE OF A
 EL0864'BLADED ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED FOSTER
 EL0864'NO 2 1954 AND PROJECTS 8 INCHES.
 EL0864'
 EL0864'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF A BLADED ROAD,
 EL0864'9 FEET NORTH OF A WITNESS POST AND 1 FOOT SOUTH OF A POWERLINE POLE.
 EL0864'IT IS STAMPED FOSTER 1954 AND PROJECTS 6 INCHES.
 EL0864'
 EL0864'TO REACH THE STATION FROM THE POST OFFICE IN ELMORE CITY, GO NORTH
 EL0864'ON MAIN STREET FOR 0.1 MILE TO A STOP LIGHT AND STATE HIGHWAY 29,
 EL0864'TURN LEFT AND GO WEST ON STATE HIGHWAY 29 FOR 2.45 MILES TO A
 EL0864'CROSSROAD, TURN LEFT AND GO SOUTH FOR 1 MILE TO A CROSSROAD, TURN
 EL0864'RIGHT AND GO WEST FOR 2 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 EL0864'GO SOUTH FOR 1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST
 EL0864'FOR 0.2 MILE TO A GATE ON THE RIGHT AND THE STATION SITE.
 EL0864'
 EL0864'TO REACH THE AZIMUTH FROM THE STATION CONTINUE EAST FOR 0.45 MILE TO
 EL0864'THE MARK ON THE LEFT AS DESCRIBED.
 EL0864'
 EL0864'THE STATION WAS MARKED IN 1954 AND WAS OCCUPIED IN 1955.
 EL0864
 EL0864                          STATION RECOVERY (2014)
 EL0864
 EL0864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (PJ)
 EL0864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0849 ***********************************************************************
 FJ0849  DESIGNATION -  FOWLER
 FJ0849  PID         -  FJ0849
 FJ0849  STATE/COUNTY-  OK/LINCOLN
 FJ0849  COUNTRY     -  US
 FJ0849  USGS QUAD   -  LUTHER SE (2018)
 FJ0849
 FJ0849                         *CURRENT SURVEY CONTROL
 FJ0849  ______________________________________________________________________
 FJ0849* NAD 83(1993) POSITION- 35 30 05.44227(N) 097 02 08.73608(W)   ADJUSTED
 FJ0849* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 FJ0849  ______________________________________________________________________
 FJ0849  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 FJ0849  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 FJ0849  HORZ ORDER      -  THIRD
 FJ0849
 FJ0849.The horizontal coordinates were established by classical geodetic methods
 FJ0849.and adjusted by the National Geodetic Survey in November 1994.
 FJ0849
 FJ0849.The orthometric height was scaled from a topographic map.
 FJ0849
 FJ0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0849.GEOID18 height accuracy estimate available here.
 FJ0849
 FJ0849.Click photographs - Photos may exist for this station.
 FJ0849
 FJ0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0849
 FJ0849. The following values were computed from the NAD 83(1993) position.
 FJ0849
 FJ0849;                    North         East     Units Scale Factor Converg.
 FJ0849;SPC OK N     -    56,078.938   687,482.919   MT  1.00001246   +0 34 08.6
 FJ0849;SPC OK N     -   183,985.65  2,255,516.88   sFT  1.00001246   +0 34 08.6
 FJ0849;SPC OK S     -   240,933.754   687,487.536   MT  1.00006401   +0 32 50.3
 FJ0849;SPC OK S     -   790,463.49  2,255,532.02   sFT  1.00006401   +0 32 50.3
 FJ0849;UTM  14      - 3,930,434.899   678,151.133   MT  0.99999112   +1 08 27.5
 FJ0849
 FJ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0849!SPC OK N     -   0.99995374  x   1.00001246  =   0.99996620
 FJ0849!SPC OK S     -   0.99995374  x   1.00006401  =   1.00001775
 FJ0849!UTM  14      -   0.99995374  x   0.99999112  =   0.99994486
 FJ0849
 FJ0849:                Primary Azimuth Mark                     Grid Az
 FJ0849:SPC OK N     -  FOWLER AZ MK                             311 54 54.4
 FJ0849:SPC OK S     -  FOWLER AZ MK                             311 56 12.7
 FJ0849:UTM  14      -  FOWLER AZ MK                             311 20 35.5
 FJ0849
 FJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7815130434(NAD 83)
 FJ0849
 FJ0849|---------------------------------------------------------------------|
 FJ0849| PID    Reference Object                     Distance      Geod. Az  |
 FJ0849|                                                           dddmmss.s |
 FJ0849| CL5224 FOWLER RM 1                          19.580 METERS 07715     |
 FJ0849| CL5225 FOWLER RM 2                          22.110 METERS 18122     |
 FJ0849| CL5223 FOWLER AZ MK                                       3122903.0 |
 FJ0849|---------------------------------------------------------------------|
 FJ0849
 FJ0849                          SUPERSEDED SURVEY CONTROL
 FJ0849
 FJ0849  NAD 83(1986)-  35 30 05.44847(N)    097 02 08.71777(W) AD(       ) 3
 FJ0849  NAD 27      -  35 30 05.21329(N)    097 02 07.61833(W) AD(       ) 3
 FJ0849
 FJ0849.Superseded values are not recommended for survey control.
 FJ0849
 FJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0849.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0849
 FJ0849_MARKER: DS = TRIANGULATION STATION DISK
 FJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0849_STAMPING: FOWLER 1955
 FJ0849_MARK LOGO: CGS
 FJ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0849+STABILITY: SURFACE MOTION
 FJ0849
 FJ0849  HISTORY     - Date     Condition        Report By
 FJ0849  HISTORY     - 1955     MONUMENTED       CGS
 FJ0849
 FJ0849                          STATION DESCRIPTION
 FJ0849
 FJ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0849'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF HARRAH, 2.6
 FJ0849'MILES NORTH OF THE POTTAWATOMIE-LINCOLN COUNTY LINE, ON THE EAST
 FJ0849'SIDE OF THE NORTHEAST 1/4 OF SECTION 24, T 12 N, R 2 E, ON
 FJ0849'THE RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD, 0.4 MILE SOUTH
 FJ0849'OF U.S. HIGHWAY 62.
 FJ0849'
 FJ0849'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 270 IN
 FJ0849'HARRAH, GO EAST ALONG U.S. 62 FOR 4.65 MILES TO A CROSSROAD
 FJ0849'AT A SIGN MC LOUD 4, CONTINUE EAST ALONG HIGHWAY FOR 3.15
 FJ0849'MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON A DIRT
 FJ0849'ROAD FOR 0.4 MILE TO THE TOP OF A GRADE AND STATION ON RIGHT.
 FJ0849'
 FJ0849'THE STATION IS 37 FEET WEST OF THE CENTER OF A DIRT ROAD,
 FJ0849'6 FEET NORTHEAST OF A WITNESS POST, AND 4 FEET EAST OF THE
 FJ0849'WEST RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6 INCHES
 FJ0849'AND THE DISK IS STAMPED FOWLER 1955.
 FJ0849'
 FJ0849'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 26 FEET EAST
 FJ0849'OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHWEST OF A POWER POLE,
 FJ0849'AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE.  THE MARK
 FJ0849'PROJECTS 5 INCHES AND THE DISK IS STAMPED FOWLER NO 1 1955.
 FJ0849'
 FJ0849'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 37 FEET WEST
 FJ0849'OF THE CENTER OF A DIRT ROAD AND 2 FEET EAST OF THE WEST
 FJ0849'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 7 INCHES AND THE
 FJ0849'DISK IS STAMPED FOWLER NO 2 1955.
 FJ0849'
 FJ0849'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTHWEST OF THE
 FJ0849'STATION, IS 41 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 FJ0849'62, 13 FEET SOUTH OF A POWER POLE, 4 FEET EAST OF A WITNESS
 FJ0849'POST, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 FJ0849'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOWLER 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1102 ***********************************************************************
 FH1102  DESIGNATION -  FOWLER
 FH1102  PID         -  FH1102
 FH1102  STATE/COUNTY-  OK/MUSKOGEE
 FH1102  COUNTRY     -  US
 FH1102  USGS QUAD   -  HOLT MOUNTAIN (2018)
 FH1102
 FH1102                         *CURRENT SURVEY CONTROL
 FH1102  ______________________________________________________________________
 FH1102* NAD 83(1993) POSITION- 35 28 23.85487(N) 095 09 23.40441(W)   ADJUSTED
 FH1102* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 FH1102  ______________________________________________________________________
 FH1102  GEOID HEIGHT    -        -29.964 (meters)                     GEOID18
 FH1102  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 FH1102  HORZ ORDER      -  FIRST
 FH1102
 FH1102.The horizontal coordinates were established by classical geodetic methods
 FH1102.and adjusted by the National Geodetic Survey in November 1994.
 FH1102
 FH1102.The orthometric height was scaled from a topographic map.
 FH1102
 FH1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1102.GEOID18 height accuracy estimate available here.
 FH1102
 FH1102.Click photographs - Photos may exist for this station.
 FH1102
 FH1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1102
 FH1102. The following values were computed from the NAD 83(1993) position.
 FH1102
 FH1102;                    North         East     Units Scale Factor Converg.
 FH1102;SPC OK N     -    56,292.653   858,042.099   MT  1.00001826   +1 40 41.1
 FH1102;SPC OK N     -   184,686.81  2,815,093.12   sFT  1.00001826   +1 40 41.1
 FH1102;SPC OK S     -   241,019.775   858,054.661   MT  1.00005624   +1 36 50.5
 FH1102;SPC OK S     -   790,745.71  2,815,134.33   sFT  1.00005624   +1 36 50.5
 FH1102;UTM  15      - 3,927,668.931   304,340.292   MT  1.00007179   -1 15 06.7
 FH1102
 FH1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1102!SPC OK N     -   0.99997424  x   1.00001826  =   0.99999250
 FH1102!SPC OK S     -   0.99997424  x   1.00005624  =   1.00003047
 FH1102!UTM  15      -   0.99997424  x   1.00007179  =   1.00004602
 FH1102
 FH1102:                Primary Azimuth Mark                     Grid Az
 FH1102:SPC OK N     -  FOWLER AZ MK                             012 43 01.7
 FH1102:SPC OK S     -  FOWLER AZ MK                             012 46 52.3
 FH1102:UTM  15      -  FOWLER AZ MK                             015 38 49.5
 FH1102
 FH1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0434027668(NAD 83)
 FH1102
 FH1102|---------------------------------------------------------------------|
 FH1102| PID    Reference Object                     Distance      Geod. Az  |
 FH1102|                                                           dddmmss.s |
 FH1102| CI0923 FOWLER AZ MK                                       0142342.8 |
 FH1102| CI0924 FOWLER RM 1                          16.266 METERS 11728     |
 FH1102| CI0925 FOWLER RM 2                          27.616 METERS 19313     |
 FH1102|---------------------------------------------------------------------|
 FH1102
 FH1102                          SUPERSEDED SURVEY CONTROL
 FH1102
 FH1102  NAD 83(1986)-  35 28 23.86757(N)    095 09 23.39223(W) AD(       ) 1
 FH1102  NAD 27      -  35 28 23.52000(N)    095 09 22.53200(W) AD(       ) 1
 FH1102
 FH1102.Superseded values are not recommended for survey control.
 FH1102
 FH1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1102.See file dsdata.pdf to determine how the superseded data were derived.
 FH1102
 FH1102_MARKER: DS = TRIANGULATION STATION DISK
 FH1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1102_STAMPING: FOWLER 1940
 FH1102_MARK LOGO: CGS
 FH1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1102+STABILITY: SURFACE MOTION
 FH1102
 FH1102  HISTORY     - Date     Condition        Report By
 FH1102  HISTORY     - 1940     MONUMENTED       CGS
 FH1102  HISTORY     - 1960     GOOD             CGS
 FH1102
 FH1102                          STATION DESCRIPTION
 FH1102
 FH1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1102'STATION IS LOCATED ON THE TOP OF A RIDGE ABOUT 3 MILES SSW
 FH1102'OF WEBBERS FALLS, ON THE HIGHEST POINT OF THE RIDGE WHICH
 FH1102'IS LOCALLY KNOWN AS LONGVIEW POINT.
 FH1102'
 FH1102'SURFACE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FH1102'
 FH1102'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FH1102'IN BEDROCK.
 FH1102'
 FH1102'THE STATION MARK PROJECTS 8 INCHES AND IS ON THE HIGHEST
 FH1102'POINT, 32 FEET SW OF THE EDGE OF THE BLUFF, 9 FEET W OF
 FH1102'A FENCE LINE, 21 FEET S OF A 12-INCH OAK TREE, AND 4.6 FEET
 FH1102'SW OF A REFERENCE POST.  THE STATION MARK IS STAMPED FOWLER 1940.
 FH1102'
 FH1102'REFERENCE MARK NO.1 IS ESE OF THE STATION ON THE EXTREME
 FH1102'E END OF THE POINT.  IT IS A STANDARD REFERENCE MARK SET
 FH1102'IN THE TOP OF THE RIM ROCK.  IT IS STAMPED FOWLER 1940 R.M.
 FH1102'NO.1.  REFERENCE MARK NO.2 IS S OF THE STATION AND IS A
 FH1102'STANDARD DISK SET IN OUTCROPPING BEDROCK AND IS STAMPED
 FH1102'FOWLER 1940 R.M. NO.2.  IT IS 24 FEET W OF A 14-INCH ASH
 FH1102'TREE, AND ABOUT 30 FEET NW OF THE RIM OF THE BLUFF.
 FH1102'
 FH1102'THE AZIMUTH MARK IS SET IN THE SE CORNER OF THE YARD IN
 FH1102'FRONT OF A SMALL FRAME HOUSE, 22 FEET W OF THE CENTER LINE
 FH1102'OF THE DIRT ROAD, 2.7 FEET W OF A REFERENCE POST, AND 13
 FH1102'FEET SE OF AN 8-INCH POPLAR TREE.  THE MARK IS SET FLUSH
 FH1102'WITH THE GROUND AND IS STAMPED FOWLER 1940.
 FH1102'
 FH1102'TO REACH THE STATION FROM THE S END OF THE ARKANSAS RIVER
 FH1102'BRIDGE IN WEBBERS FALLS GO S AND W ON U.S. HIGHWAY 64 FOR
 FH1102'1.25 MILES TO A DIRT CROSS ROAD, TURN LEFT AND GO S 0.9
 FH1102'MILE TO THE AZIMUTH MARK ON RIGHT, 0.1 MILE N OF A CROSS
 FH1102'ROAD, CONTINUE S 1.1 MILES TO A FORK, CONTINUE ON RIGHT
 FH1102'FORK FOLLOWING THE BANK OF THE CREEK AND GO 0.7 MILE TO
 FH1102'A CROSS ROAD ON THE W SIDE OF THE CREEK, GO STRAIGHT AHEAD
 FH1102'0.45 MILE TO THE TOP OF THE RIDGE, HERE TURN RIGHT AND FOLLOW
 FH1102'THE CREST OF THE RIDGE NE 0.4 MILE TO THE STATION.
 FH1102'
 FH1102'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 FH1102
 FH1102                          STATION RECOVERY (1960)
 FH1102
 FH1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1102'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1102'CONDITION.
 FH1102'
 FH1102'TO REACH FROM WEBBERS FALLS, FROM THE SOUTH END OF THE ARKANSAS
 FH1102'RIVER BRIDGE, GO SOUTH AND WEST ON U.S. HIGHWAY 64 FOR 1.25
 FH1102'MILES TO CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.95 MILE
 FH1102'TO AN OLD BUILDING SITE AND THE *AZIMUTH MARK ON THE RIGHT,
 FH1102'CONTINUE ON MAIN ROAD FOR 1.8 MILES TO A SIDE ROAD LEFT,
 FH1102'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO A TRACK ROAD ON
 FH1102'RIGHT AT TOP OF GRADE, TURN RIGHT AND FOLLOW TRACK ROAD
 FH1102'NORTHEAST FOR 0.25 MILE TO STATION.
 FH1102'
 FH1102'*THE AZIMUTH MARK IS ABOUT 42 FEET SOUTH OF THE CENTERLINE
 FH1102'OF DRIVEWAY LEADING TO THE OLD BUILDING SITE, 22 FEET WEST
 FH1102'OF THE CENTERLINE OF THE ROAD AND 12 FEET SOUTHEAST OF AN
 FH1102'OLD TREE THAT IS TO EAST OF BUILDING SITE.  THE MARK IS
 FH1102'ABOUT 2 INCHES BELOW SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1043 ***********************************************************************
 EM1043  DESIGNATION -  FRANCIS
 EM1043  PID         -  EM1043
 EM1043  STATE/COUNTY-  OK/HARMON
 EM1043  COUNTRY     -  US
 EM1043  USGS QUAD   -  VINSON (2018)
 EM1043
 EM1043                         *CURRENT SURVEY CONTROL
 EM1043  ______________________________________________________________________
 EM1043* NAD 83(1993) POSITION- 34 54 02.97496(N) 099 48 04.10507(W)   ADJUSTED
 EM1043* NAVD 88 ORTHO HEIGHT -   562.6   (meters)     1846.    (feet) VERTCON3
 EM1043  ______________________________________________________________________
 EM1043  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 EM1043  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 EM1043  HORZ ORDER      -  THIRD
 EM1043
 EM1043.The horizontal coordinates were established by classical geodetic methods
 EM1043.and adjusted by the National Geodetic Survey in November 1994.
 EM1043
 EM1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1043
 EM1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1043.GEOID18 height accuracy estimate available here.
 EM1043
 EM1043.Click photographs - Photos may exist for this station.
 EM1043
 EM1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1043
 EM1043. The following values were computed from the NAD 83(1993) position.
 EM1043
 EM1043;                    North         East     Units Scale Factor Converg.
 EM1043;SPC OK S     -   175,341.994   435,395.839   MT  0.99995116   -1 01 20.5
 EM1043;SPC OK S     -   575,267.86  1,428,461.18   sFT  0.99995116   -1 01 20.5
 EM1043;UTM  14      - 3,862,337.973   426,805.697   MT  0.99966603   -0 27 30.2
 EM1043
 EM1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1043!SPC OK S     -   0.99991597  x   0.99995116  =   0.99986714
 EM1043!UTM  14      -   0.99991597  x   0.99966603  =   0.99958203
 EM1043
 EM1043:                Primary Azimuth Mark                     Grid Az
 EM1043:SPC OK S     -  DAY                                      199 38 28.6
 EM1043:UTM  14      -  DAY                                      199 04 38.3
 EM1043
 EM1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2680562337(NAD 83)
 EM1043
 EM1043|---------------------------------------------------------------------|
 EM1043| PID    Reference Object                     Distance      Geod. Az  |
 EM1043|                                                           dddmmss.s |
 EM1043| EM1044 DAY                                 APPROX.13.8 KM 1983708.1 |
 EM1043| EM1042 25 H 27 TT                           38.838 METERS 20457     |
 EM1043| EM0477 F 96                                               2690501.0 |
 EM1043| CX7224 FRANCIS RM 2                         18.170 METERS 27300     |
 EM1043|---------------------------------------------------------------------|
 EM1043
 EM1043                          SUPERSEDED SURVEY CONTROL
 EM1043
 EM1043  NAD 83(1986)-  34 54 02.97998(N)    099 48 04.09818(W) AD(       ) 3
 EM1043  NAD 27      -  34 54 02.77900(N)    099 48 02.73200(W) AD(       ) 3
 EM1043  NGVD 29 (07/19/86)  562.3    (m)         1845.     (f) VERT ANG       
 EM1043
 EM1043.Superseded values are not recommended for survey control.
 EM1043
 EM1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1043.See file dsdata.pdf to determine how the superseded data were derived.
 EM1043
 EM1043_MARKER: DS = TRIANGULATION STATION DISK
 EM1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1043_STAMPING: FRANCIS 1948
 EM1043_MARK LOGO: CGS
 EM1043_PROJECTION: FLUSH
 EM1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1043+STABILITY: SURFACE MOTION
 EM1043
 EM1043  HISTORY     - Date     Condition        Report By
 EM1043  HISTORY     - 1948     MONUMENTED       CGS
 EM1043  HISTORY     - 1963     GOOD             CGS
 EM1043  HISTORY     - 19700901 GOOD             USGS
 EM1043
 EM1043                          STATION DESCRIPTION
 EM1043
 EM1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1043'THE STATION IS LOCATED ABOUT 6 MILES WEST OF REED ON THE
 EM1043'RIGHT- OF-WAY OF STATE HIGHWAY NO. 9, 74 FEET NORTHEAST
 EM1043'OF THE CENTER OF A CROSSROAD, 70 FEET NORTH OF THE CENTER
 EM1043'OF STATE HIGHWAY NO. 9, 28 FEET EAST OF THE CENTER OF A
 EM1043'GRADED ROAD, 4.5 FEET WEST OF A FENCE CORNER, AND 4 FEET
 EM1043'WEST-SOUTHWEST OF A WITNESS POST.  IT IS FLUSH WITH THE
 EM1043'GROUND AND IT IS STAMPED FRANCIS 1948.
 EM1043'
 EM1043'REFERENCE MARK NO. 1 IS A BRONZE TABLET OF THE CONSERVATION
 EM1043'COMMISSION OF OKLAHOMA CEMENTED IN THE TOP OF A 6 INCH BY
 EM1043'6 INCH CONCRETE POST PROJECTING 14 INCHES.  IT IS 59 FEET
 EM1043'SOUTHWEST OF THE CENTER OF A CROSSROAD, 48 FEET SOUTH OF
 EM1043'THE CENTER OF STATE HIGHWAY NO. 9, 10 FEET EAST-NORTHEAST
 EM1043'OF A POWER LINE POLE, AND 10 FEET NORTH-NORTHWEST OF A TELEPHONE
 EM1043'POLE.  IT IS STAMPED 25H27TT 1936.
 EM1043'
 EM1043'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTER OF A
 EM1043'GRADED ROAD, 21 FEET NORTH OF A FENCE CORNER, 19 FEET NORTH
 EM1043'OF A POWER LINE POLE, AND 1 FOOT EAST OF A FENCE.  IT IS
 EM1043'FLUSH WITH THE GROUND AND IT IS STAMPED FRANCIS NO 2 1948.
 EM1043'
 EM1043'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK SET IN
 EM1043'A CONCRETE POST.  IT IS 59.5 FEET SOUTH OF THE CENTER OF
 EM1043'STATE HIGHWAY NO. 9, 3 FEET WEST OF A TELEPHONE POLE, 1.5
 EM1043'FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 EM1043'IT PROJECTS 4 INCHES AND IT IS STAMPED F 96 1934.
 EM1043'
 EM1043'TO REACH THE STATION FROM THE MAIN INTERSECTION IN REED,
 EM1043'GO WEST ON STATE HIGHWAY NO. 9 FOR 6 MILES TO A CROSSROAD
 EM1043'AND STATION ON THE RIGHT AS DESCRIBED.
 EM1043'
 EM1043'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 EM1043'HIGHWAY NO. 9 FOR 1.35 MILES AND THE AZIMUTH MARK ON THE
 EM1043'LEFT AS DESCRIBED.
 EM1043'
 EM1043'A 4 FOOT SIGNAL AT DAY 1923 IS VISIBLE AT 4 FEET.
 EM1043'
 EM1043'A 4 FOOT SIGNAL AT VINSON 1921 IS VISIBLE AT 4 FEET.
 EM1043'
 EM1043'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 EM1043
 EM1043                          STATION RECOVERY (1963)
 EM1043
 EM1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1043'STATION RECOVERED AND ALL MARKS FOUND, STATION AND REFERENCE
 EM1043'MARK NUMBER TWO FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 EM1043'STATION IS IN THE SW CORNER OF THE SW 1/4 OF SEC. 13, T. 5 N.,
 EM1043'R. 25 W.
 EM1043'
 EM1043'REFERENCE MARK NUMBER ONE WAS RECOVERED AS DESCRIBED, ROAD
 EM1043'GRADER HAS REMOVED DIRT FROM THE NORTH SIDE OF THIS MARK
 EM1043'AND ABOUT 20 INCHES OF THE NORTH SIDE OF THE CONCRETE BLOCK
 EM1043'IS EXPOSED, MARK IS SOLID.
 EM1043'
 EM1043'BENCH MARK USED AS AZIMUTH MARK WAS FOUND TILTED OUT OF
 EM1043'POSITION, THE DISK WAS REMOVED FROM THE CONCRETE BLOCK AND
 EM1043'THE CONCRETE BLOCK REMOVED FROM CULTIVATED FIELD.
 EM1043'
 EM1043'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM1043
 EM1043                          STATION RECOVERY (1970)
 EM1043
 EM1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (EWB)
 EM1043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0799 ***********************************************************************
 EL0799  DESIGNATION -  FRANCIS
 EL0799  PID         -  EL0799
 EL0799  STATE/COUNTY-  OK/PONTOTOC
 EL0799  COUNTRY     -  US
 EL0799  USGS QUAD   -  FRANCIS (2018)
 EL0799
 EL0799                         *CURRENT SURVEY CONTROL
 EL0799  ______________________________________________________________________
 EL0799* NAD 83(1993) POSITION- 34 51 08.31660(N) 096 33 01.13325(W)   ADJUSTED
 EL0799* NAVD 88 ORTHO HEIGHT -   305.5   (meters)     1002.    (feet) VERTCON3
 EL0799  ______________________________________________________________________
 EL0799  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 EL0799  LAPLACE CORR    -         -5.57  (seconds)                    DEFLEC18
 EL0799  HORZ ORDER      -  FIRST
 EL0799
 EL0799.The horizontal coordinates were established by classical geodetic methods
 EL0799.and adjusted by the National Geodetic Survey in November 1994.
 EL0799
 EL0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0799
 EL0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0799.GEOID18 height accuracy estimate available here.
 EL0799
 EL0799.Click photographs - Photos may exist for this station.
 EL0799
 EL0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0799
 EL0799. The following values were computed from the NAD 83(1993) position.
 EL0799
 EL0799;                    North         East     Units Scale Factor Converg.
 EL0799;SPC OK S     -   169,443.311   732,564.850   MT  0.99994685   +0 49 22.3
 EL0799;SPC OK S     -   555,915.26  2,403,423.18   sFT  0.99994685   +0 49 22.3
 EL0799;UTM  14      - 3,859,402.043   723,962.595   MT  1.00021825   +1 24 01.8
 EL0799
 EL0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0799!SPC OK S     -   0.99995628  x   0.99994685  =   0.99990313
 EL0799!UTM  14      -   0.99995628  x   1.00021825  =   1.00017452
 EL0799
 EL0799:                Primary Azimuth Mark                     Grid Az
 EL0799:SPC OK S     -  HAWKINS                                  050 01 05.6
 EL0799:UTM  14      -  HAWKINS                                  049 26 26.1
 EL0799
 EL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2396259402(NAD 83)
 EL0799
 EL0799|---------------------------------------------------------------------|
 EL0799| PID    Reference Object                     Distance      Geod. Az  |
 EL0799|                                                           dddmmss.s |
 EL0799| CY1897 FRANCIS RM 1                         18.230 METERS 02237     |
 EL0799| FJ1188 HOLDENVILLE WATER TANK              APPROX.29.2 KM 0283129.2 |
 EL0799| EL0719 HAWKINS                             APPROX.15.9 KM 0505027.9 |
 EL0799| CY1898 FRANCIS RM 2                         20.180 METERS 07131     |
 EL0799| EL0717 ALLEN WATER TANK                    APPROX.12.8 KM 0770953.9 |
 EL0799| EL0801 ADA WATER TANK                      APPROX.15.3 KM 2305044.4 |
 EL0799| EL0802 ADA CEMENT PLANT CHIMNEY            APPROX.16.2 KM 2353413.7 |
 EL0799| EL0797 FRANCIS SCHOOL HOUSE                APPROX. 4.8 KM 2945848.5 |
 EL0799| EL0828 KONAWA WATER TANK                   APPROX.22.1 KM 3025216.7 |
 EL0799| EL0824 SACRED HEART STONE CH GABLE         APPROX.28.8 KM 3042536.6 |
 EL0799| EL0796 FRANCIS WATER TANK                  APPROX. 4.9 KM 3113943.0 |
 EL0799|---------------------------------------------------------------------|
 EL0799
 EL0799                          SUPERSEDED SURVEY CONTROL
 EL0799
 EL0799  NAD 83(1986)-  34 51 08.31883(N)    096 33 01.12169(W) AD(       ) 1
 EL0799  NAD 27      -  34 51 08.00900(N)    096 33 00.07300(W) AD(       ) 1
 EL0799  USSD        -  34 51 07.93000(N)    096 33 00.40700(W) AD(       ) 3
 EL0799  NGVD 29 (07/19/86)  305.4    (m)         1002.     (f) VERT ANG       
 EL0799
 EL0799.Superseded values are not recommended for survey control.
 EL0799
 EL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0799.See file dsdata.pdf to determine how the superseded data were derived.
 EL0799
 EL0799_MARKER: DS = TRIANGULATION STATION DISK
 EL0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0799_STAMPING: FRANCIS 1917
 EL0799_MARK LOGO: CGS
 EL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0799+STABILITY: SURFACE MOTION
 EL0799
 EL0799  HISTORY     - Date     Condition        Report By
 EL0799  HISTORY     - 1917     MONUMENTED       CGS
 EL0799  HISTORY     - 1920     GOOD             CGS
 EL0799  HISTORY     - 1934     GOOD             CGS
 EL0799  HISTORY     - 1935     GOOD             CGS
 EL0799
 EL0799                          STATION DESCRIPTION
 EL0799
 EL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0799'ABOUT 3 MILES SOUTHEAST FROM FRANCIS, 1/2 MILE SOUTH OF
 EL0799'FRANCIS-ALLEN ROAD, IN SEC. 3, T. 4 N., R. 7 E., ON HIGHEST POINT
 EL0799'OF TIMBERED HILL BELONGING TO MR. HOLDEN, OF ADA.  STATION MARKED
 EL0799'BY STANDARD STATION DISK IN CONCRETE.   REFERENCE MARKS
 EL0799'ARE STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK.
 EL0799'NO. 1 IS APPROXIMATELY 20.18 METERS (66.2 FEET) FROM STATION
 EL0799'N 71 DEG 32 MIN.  NO.2 IS 18.23 METERS (59.8 FEET)
 EL0799'FROM STATION N 22 DEG 38 MIN E. 38 MIN.  FOLLOWING BEARINGS
 EL0799'ARE FROM STATION--ALLEN, CENTER OF CITY WATER TANK, N 77 DEG
 EL0799'09 MIN 59 SEC.  ADA, CENTER OF HIGHES CITY WATER TANK,
 EL0799'S 50 DEG 50 MIN 50 SEC W.  ADA CEMENT PLANT, NORTH CONCRETE
 EL0799'SMOKESTACK, S 55 DEG 34 MIN 18 SEC W.  FRANCIS, SCHOOLHOUSE,
 EL0799'NORTH CHIMNEY, N 55 DEG 01 MIN 07 SEC W.  KONAWA, CENTER OF
 EL0799'CITY WATER TANK, N 57 DEG 07 MIN 38 SEC W.  FRANCIS
 EL0799'HEART CHURCH, GABLE, N 55 DEG 34 MIN 19 SEC W.  FRANCIS,
 EL0799'CENTER OF WATER TANK, N 48 DEG 20 MIN 13 SEC W.  HOLDENVILLE,
 EL0799'CENTER OF WATER TANK, N 28 DEG 31 MIN 33 SEC E.
 EL0799
 EL0799                          STATION RECOVERY (1934)
 EL0799
 EL0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0799'STATION SITUATED ABOUT 3 MILES SOUTHEAST OF FRANCIS, ABOUT 1 MILE
 EL0799'SOUTH OF FRANCIS-ALLEN ROAD, IN SEC. 3, T. 4 N., R. 7 E., ON LAND
 EL0799'OWNED BY H. NORMAN, ON A TIMBERED HILL, ABOUT 2 YARDS NORTH OF
 EL0799'GRAVEL PIT.
 EL0799'
 EL0799'ALL MARKS IN GOOD CONDITION.
 EL0799'
 EL0799'STATION STANDARD DISK, SET IN CONCRETE, STAMPED FRANCIS 1917.
 EL0799'
 EL0799'REFERENCE MARK NO. 1, A STANDARD DISK, 66.2 FEET, N 71 DEG 32 MIN E,
 EL0799'SET IN LARGE ROCK PROJECTION ABOUT 4 FEET ABOVE SURFACE.
 EL0799'
 EL0799'REFERENCE MARK NO. 2, A STANDARD DISK, 59.8 FEET, N 22 DEG 38 MIN E,
 EL0799'38 MIN, SET IN ROCK OUTCROP FLUSH WITH GROUND.
 EL0799'
 EL0799'BEST WAY OF REACHING STATION, BY DRIVING TO HOME OF MR. SCROGGINS,
 EL0799'WHO LIVES ABOUT 1/2 MILE NORTH OF STATION.
 EL0799
 EL0799                          STATION RECOVERY (1935)
 EL0799
 EL0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EL0799'STATION WAS NOT OCCUPIED BY OBSERVATION PARTY, BUT ONLY VISITED BY
 EL0799'LIGHTKEEPER, SO MEASUREMENTS TO REFERENCE MARKS, ETC. WERE NOT
 EL0799'CHECKED.  MARKS WERE FOUND TO BE IN GOOD CONDITION, AND ORIGINAL
 EL0799'DESCRIPTION AS TO LOCATION AND HOW TO REACH ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0797 ***********************************************************************
 EL0797  DESIGNATION -  FRANCIS SCHOOL HOUSE
 EL0797  PID         -  EL0797
 EL0797  STATE/COUNTY-  OK/PONTOTOC
 EL0797  COUNTRY     -  US
 EL0797  USGS QUAD   -  FRANCIS (2018)
 EL0797
 EL0797                         *CURRENT SURVEY CONTROL
 EL0797  ______________________________________________________________________
 EL0797* NAD 83(1993) POSITION- 34 52 13.94041(N) 096 35 52.12959(W)   ADJUSTED
 EL0797  ______________________________________________________________________
 EL0797  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 EL0797  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 EL0797  HORZ ORDER      -  THIRD
 EL0797
 EL0797.The horizontal coordinates were established by classical geodetic methods
 EL0797.and adjusted by the National Geodetic Survey in November 1994.
 EL0797
 EL0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0797.GEOID18 height accuracy estimate available here.
 EL0797
 EL0797.Click photographs - Photos may exist for this station.
 EL0797
 EL0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0797
 EL0797. The following values were computed from the NAD 83(1993) position.
 EL0797
 EL0797;                    North         East     Units Scale Factor Converg.
 EL0797;SPC OK S     -   171,403.923   728,193.553   MT  0.99994839   +0 47 45.3
 EL0797;SPC OK S     -   562,347.70  2,389,081.68   sFT  0.99994839   +0 47 45.3
 EL0797;UTM  14      - 3,861,318.967   719,570.613   MT  1.00019424   +1 22 26.2
 EL0797
 EL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1957061318(NAD 83)
 EL0797
 EL0797                          SUPERSEDED SURVEY CONTROL
 EL0797
 EL0797  NAD 83(1986)-  34 52 13.94303(N)    096 35 52.11743(W) AD(       ) 3
 EL0797  NAD 27      -  34 52 13.64000(N)    096 35 51.06000(W) AD(       ) 3
 EL0797  USSD        -  34 52 13.55000(N)    096 35 51.39000(W) AD(       ) 3
 EL0797
 EL0797.Superseded values are not recommended for survey control.
 EL0797
 EL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0797.See file dsdata.pdf to determine how the superseded data were derived.
 EL0797
 EL0797
 EL0797  HISTORY     - Date     Condition        Report By
 EL0797  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0797  HISTORY     - 1934     MARK NOT FOUND   CGS
 EL0797
 EL0797                          STATION DESCRIPTION
 EL0797
 EL0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0797'LOST.  NO PREVIOUS DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0796 ***********************************************************************
 EL0796  DESIGNATION -  FRANCIS WATER TANK
 EL0796  PID         -  EL0796
 EL0796  STATE/COUNTY-  OK/PONTOTOC
 EL0796  COUNTRY     -  US
 EL0796  USGS QUAD   -  SASAKWA (2018)
 EL0796
 EL0796                         *CURRENT SURVEY CONTROL
 EL0796  ______________________________________________________________________
 EL0796* NAD 83(1993) POSITION- 34 52 54.84176(N) 096 35 26.44918(W)   ADJUSTED
 EL0796  ______________________________________________________________________
 EL0796  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 EL0796  LAPLACE CORR    -         -5.30  (seconds)                    DEFLEC18
 EL0796  HORZ ORDER      -  THIRD
 EL0796
 EL0796.The horizontal coordinates were established by classical geodetic methods
 EL0796.and adjusted by the National Geodetic Survey in November 1994.
 EL0796
 EL0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0796.GEOID18 height accuracy estimate available here.
 EL0796
 EL0796.Click photographs - Photos may exist for this station.
 EL0796
 EL0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0796
 EL0796. The following values were computed from the NAD 83(1993) position.
 EL0796
 EL0796;                    North         East     Units Scale Factor Converg.
 EL0796;SPC OK S     -   172,673.242   728,828.083   MT  0.99994940   +0 47 59.8
 EL0796;SPC OK S     -   566,512.13  2,391,163.47   sFT  0.99994940   +0 47 59.8
 EL0796;UTM  14      - 3,862,594.941   720,192.454   MT  1.00019761   +1 22 42.3
 EL0796
 EL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2019262594(NAD 83)
 EL0796
 EL0796                          SUPERSEDED SURVEY CONTROL
 EL0796
 EL0796  NAD 83(1986)-  34 52 54.84421(N)    096 35 26.43683(W) AD(       ) 3
 EL0796  NAD 27      -  34 52 54.54400(N)    096 35 25.39000(W) AD(       ) 3
 EL0796  USSD        -  34 52 54.46600(N)    096 35 25.72800(W) AD(       ) 3
 EL0796
 EL0796.Superseded values are not recommended for survey control.
 EL0796
 EL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0796.See file dsdata.pdf to determine how the superseded data were derived.
 EL0796
 EL0796_MARKER: 53 = ELEVATED TANK
 EL0796
 EL0796  HISTORY     - Date     Condition        Report By
 EL0796  HISTORY     - 1935     FIRST OBSERVED   CGS
 EL0796
 EL0796                          STATION DESCRIPTION
 EL0796
 EL0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EL0796'POINT OBSERVED UPON IS THE FINIAL OF A WATER TANK LOCATED IN THE
 EL0796'MIDDLE OF TOWN.  IT IS PROBABLY THE MUNICIPAL WATER SUPPLY TANK.
 EL0796'IT IS APPROXIMATELY 90 FEET HIGH.
 EL0796'
 EL0796'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS KONAWA
 EL0796'(1920, 1935) AND HAWKIN (1917).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1162 ***********************************************************************
 FH1162  DESIGNATION -  FRANK
 FH1162  PID         -  FH1162
 FH1162  STATE/COUNTY-  OK/OKMULGEE
 FH1162  COUNTRY     -  US
 FH1162  USGS QUAD   -  MORRIS (2018)
 FH1162
 FH1162                         *CURRENT SURVEY CONTROL
 FH1162  ______________________________________________________________________
 FH1162* NAD 83(1993) POSITION- 35 31 20.02044(N) 095 49 20.80586(W)   ADJUSTED
 FH1162* NAVD 88 ORTHO HEIGHT -   235.0   (meters)      771.    (feet) VERTCON3
 FH1162  ______________________________________________________________________
 FH1162  GEOID HEIGHT    -        -29.364 (meters)                     GEOID18
 FH1162  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 FH1162  HORZ ORDER      -  SECOND
 FH1162
 FH1162.The horizontal coordinates were established by classical geodetic methods
 FH1162.and adjusted by the National Geodetic Survey in November 1994.
 FH1162
 FH1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1162
 FH1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1162.GEOID18 height accuracy estimate available here.
 FH1162
 FH1162.Click photographs - Photos may exist for this station.
 FH1162
 FH1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1162
 FH1162. The following values were computed from the NAD 83(1993) position.
 FH1162
 FH1162;                    North         East     Units Scale Factor Converg.
 FH1162;SPC OK N     -    60,157.916   797,498.792   MT  1.00000836   +1 17 06.3
 FH1162;SPC OK N     -   197,368.10  2,616,460.62   sFT  1.00000836   +1 17 06.3
 FH1162;UTM  15      - 3,934,623.089   244,060.252   MT  1.00040731   -1 38 26.8
 FH1162
 FH1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1162!SPC OK N     -   0.99996773  x   1.00000836  =   0.99997609
 FH1162!UTM  15      -   0.99996773  x   1.00040731  =   1.00037502
 FH1162
 FH1162:                Primary Azimuth Mark                     Grid Az
 FH1162:SPC OK N     -  MORRIS MUNICIPAL WATER TK                338 08 22.9
 FH1162:UTM  15      -  MORRIS MUNICIPAL WATER TK                341 03 56.0
 FH1162
 FH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4406034623(NAD 83)
 FH1162
 FH1162|---------------------------------------------------------------------|
 FH1162| PID    Reference Object                     Distance      Geod. Az  |
 FH1162|                                                           dddmmss.s |
 FH1162| CI0928 FRANK RM 1                           18.112 METERS 18109     |
 FH1162| FH1164 MORRIS MUNICIPAL WATER TK           APPROX.10.2 KM 3392529.2 |
 FH1162| CI0929 FRANK RM 2                           14.420 METERS 35907     |
 FH1162|---------------------------------------------------------------------|
 FH1162
 FH1162                          SUPERSEDED SURVEY CONTROL
 FH1162
 FH1162  NAD 83(1986)-  35 31 20.04605(N)    095 49 20.79881(W) AD(       ) 2
 FH1162  NAD 27      -  35 31 19.67292(N)    095 49 19.82281(W) AD(       ) 2
 FH1162  NGVD 29 (07/19/86)  234.9    (m)          771.     (f) VERT ANG       
 FH1162
 FH1162.Superseded values are not recommended for survey control.
 FH1162
 FH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1162.See file dsdata.pdf to determine how the superseded data were derived.
 FH1162
 FH1162_MARKER: DD = SURVEY DISK
 FH1162_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1162+WITH SETTING: INFORMATION.
 FH1162_STAMPING: ET FRANK 1968
 FH1162_MARK LOGO: USGS
 FH1162_PROJECTION: FLUSH
 FH1162_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1162
 FH1162  HISTORY     - Date     Condition        Report By
 FH1162  HISTORY     - 1968     MONUMENTED       USGS
 FH1162
 FH1162                          STATION DESCRIPTION
 FH1162
 FH1162'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1162'THE STATION IS ABOUT 10.7 MI NE. OF HENRYETTA, T. 12 N., R. 14 E.,
 FH1162'NEAR THE COR. OF SECS. 9, 10, 15 AND 16, ABOUT 185 FT N. AND 20 FT
 FH1162'W. OF CENTER OF T-RD. E.  IT IS ON TOP OF HIGHEST HILL IN VICINITY.
 FH1162'
 FH1162'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 75 AND
 FH1162'U.S. HWY. 266 IN E. EDGE OF HENRYETTA, GO E. AND NE. ON
 FH1162'U.S. HWY. 266 FOR 9.25 MI TO A T-RD. N., TURN LEFT AND GO N. 1.0
 FH1162'MI TO T-RD. E., CONTINUE N. 185 FT TO TOP OF HILL AND STATION ON
 FH1162'THE LEFT.
 FH1162'
 FH1162'THE STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1162'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED
 FH1162'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET FRANK 1968 IS 185
 FH1162'FT N. AND 20 FT W. OF CENTER OF T-RD. E., 3 FT E. OF W.
 FH1162'RIGHT-OF-WAY FENCE, 2.5 FT E. OF METAL USGS WITNESS POST.  IT IS
 FH1162'FLUSH WITH THE GROUND.
 FH1162'
 FH1162'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1162'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1162'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO 1 1968 IS S. OF
 FH1162'THE STATION, 123 FT N. AND 19 FT W. OF CENTER OF T-RD. E., 1.8 FT
 FH1162'E. OF W. RIGHT-OF-WAY FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1162'
 FH1162'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1162'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 FH1162'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO 2 1968 IS N. OF
 FH1162'THE STATION, 229 FT N. AND 19 FT W. OF CENTER OF T-RD. E., 1.8 FT
 FH1162'E. OF W. RIGHT-OF-WAY FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1162'
 FH1162'NO AZIMUTH MARK SET.
 FH1162'
 FH1162'REFERENCE AZIMUTH USED - MORRIS MWT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0972 ***********************************************************************
 FJ0972  DESIGNATION -  FRANKLIN
 FJ0972  PID         -  FJ0972
 FJ0972  STATE/COUNTY-  OK/CLEVELAND
 FJ0972  COUNTRY     -  US
 FJ0972  USGS QUAD   -  FRANKLIN (2018)
 FJ0972
 FJ0972                         *CURRENT SURVEY CONTROL
 FJ0972  ______________________________________________________________________
 FJ0972* NAD 83(1993) POSITION- 35 15 41.91395(N) 097 22 16.28108(W)   ADJUSTED
 FJ0972* NAVD 88 ORTHO HEIGHT -   355.86  (+/-2cm)     1167.5   (feet) VERTCON3
 FJ0972  ______________________________________________________________________
 FJ0972  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 FJ0972  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FJ0972  HORZ ORDER      -  THIRD
 FJ0972  VERT ORDER      -  THIRD ? (See Below)
 FJ0972
 FJ0972.The horizontal coordinates were established by classical geodetic methods
 FJ0972.and adjusted by the National Geodetic Survey in November 1994.
 FJ0972
 FJ0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0972
 FJ0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0972.GEOID18 height accuracy estimate available here.
 FJ0972
 FJ0972.The vertical order pertains to the NGVD 29 superseded value.
 FJ0972
 FJ0972.Click photographs - Photos may exist for this station.
 FJ0972
 FJ0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0972
 FJ0972. The following values were computed from the NAD 83(1993) position.
 FJ0972
 FJ0972;                    North         East     Units Scale Factor Converg.
 FJ0972;SPC OK S     -   214,080.342   657,219.625   MT  1.00000572   +0 21 24.9
 FJ0972;SPC OK S     -   702,361.92  2,156,228.05   sFT  1.00000572   +0 21 24.9
 FJ0972;UTM  14      - 3,903,274.894   648,163.729   MT  0.99987054   +0 56 25.8
 FJ0972
 FJ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0972!SPC OK S     -   0.99994833  x   1.00000572  =   0.99995405
 FJ0972!UTM  14      -   0.99994833  x   0.99987054  =   0.99981887
 FJ0972
 FJ0972:                Primary Azimuth Mark                     Grid Az
 FJ0972:SPC OK S     -  FRANKLIN AZ MK                           271 41 20.1
 FJ0972:UTM  14      -  FRANKLIN AZ MK                           271 06 19.2
 FJ0972
 FJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4816303274(NAD 83)
 FJ0972
 FJ0972|---------------------------------------------------------------------|
 FJ0972| PID    Reference Object                     Distance      Geod. Az  |
 FJ0972|                                                           dddmmss.s |
 FJ0972| CL5227 FRANKLIN RM 1                        16.959 METERS 00702     |
 FJ0972| FJ0974 13 EV                                58.764 METERS 26722     |
 FJ0972| CL5226 FRANKLIN AZ MK                                     2720245.0 |
 FJ0972|---------------------------------------------------------------------|
 FJ0972
 FJ0972                          SUPERSEDED SURVEY CONTROL
 FJ0972
 FJ0972  NAD 83(1986)-  35 15 41.92013(N)    097 22 16.26417(W) AD(       ) 3
 FJ0972  NAD 27      -  35 15 41.67741(N)    097 22 15.15032(W) AD(       ) 3
 FJ0972  NGVD 29             355.79   (m)         1167.3    (f) LEVELING    3  
 FJ0972
 FJ0972.Superseded values are not recommended for survey control.
 FJ0972
 FJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0972.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0972
 FJ0972_MARKER: DS = TRIANGULATION STATION DISK
 FJ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0972_STAMPING: FRANKLIN 1957
 FJ0972_MARK LOGO: CGS
 FJ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0972+STABILITY: SURFACE MOTION
 FJ0972
 FJ0972  HISTORY     - Date     Condition        Report By
 FJ0972  HISTORY     - 1957     MONUMENTED       CGS
 FJ0972
 FJ0972                          STATION DESCRIPTION
 FJ0972
 FJ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0972'STATION IS ABOUT 4 MILES NORTHEAST OF NORMAN, IN THE NORTHEAST
 FJ0972'CORNER OF SECTION 14, T 9 N., R 2 W., ON THE RIGHT-OF-WAY OF AN
 FJ0972'EAST-WEST SECTION LINE ROAD.
 FJ0972'
 FJ0972'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 9
 FJ0972'IN THE SOUTHEAST EDGE OF NORMAN, GO EAST ON STATE HIGHWAY 9
 FJ0972'FOR 3.7 MILES TO A CROSSROADS, TURN LEFT AND GO NORTH ON GRADED
 FJ0972'ROAD FOR 3.0 MILES TO A CROSSROADS AND THE STATION IN THE
 FJ0972'SOUTHWEST ANGLE.  TO REACH THE AZIMUTH MARK FROM THE STATION
 FJ0972'GO WEST ON DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FJ0972'
 FJ0972'STATION MARKS ARE STANDARD DISKS, STAMPED FRANKLIN 1957.
 FJ0972'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 FJ0972'POST WHICH PROJECTS 4 INCHES.  IT IS 85 FEET WEST-NORTHWEST OF
 FJ0972'A POWERLINE POLE, 118 FEET WEST OF THE CENTER OF A GRADED ROAD,
 FJ0972'33 FEET WEST OF A TELEPHONE POLE, 23 FEET SOUTH OF THE CENTER OF
 FJ0972'A DIRT ROAD AND 8 FEET NORTH OF A RIGHT-OF-WAY FENCE.  A 4 IN X
 FJ0972'4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 FJ0972'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0972'36 INCHES BELOW THE GROUND SURFACE.
 FJ0972'
 FJ0972'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRANKLIN NO 1 1957,
 FJ0972'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ0972'6 INCHES.  IT IS 110 FEET WEST OF THE CENTER OF A GRADED ROAD,
 FJ0972'32 FEET NORTH OF THE CENTER OF A DIRT ROAD, 18 FEET NORTHEAST
 FJ0972'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.
 FJ0972'
 FJ0972'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 13 EV 1954,
 FJ0972'SET IN THE TOP OF A 6 INCH, SQUARE CONCRETE POST AND PROJECTING
 FJ0972'6 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 FJ0972'24 FEET EAST OF A T-FENCE CORNER, 3 FEET NORTHEAST OF A POWERLINE
 FJ0972'POLE AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0972'
 FJ0972'AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANKLIN 1957, SET IN
 FJ0972'THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS 4
 FJ0972'INCHES.  IT IS 31 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 FJ0972'3 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A
 FJ0972'RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 FJ0972'SET 2 FEET NORTHWEST OF THE MARK.
 FJ0972'
 FJ0972'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0812 ***********************************************************************
 EL0812  DESIGNATION -  FRANKS
 EL0812  PID         -  EL0812
 EL0812  STATE/COUNTY-  OK/PONTOTOC
 EL0812  COUNTRY     -  US
 EL0812  USGS QUAD   -  FITTSTOWN (2018)
 EL0812
 EL0812                         *CURRENT SURVEY CONTROL
 EL0812  ______________________________________________________________________
 EL0812* NAD 83(1993) POSITION- 34 34 54.20017(N) 096 38 47.89684(W)   ADJUSTED
 EL0812* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 EL0812  ______________________________________________________________________
 EL0812  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 EL0812  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC18
 EL0812  HORZ ORDER      -  SECOND
 EL0812
 EL0812.The horizontal coordinates were established by classical geodetic methods
 EL0812.and adjusted by the National Geodetic Survey in November 1994.
 EL0812
 EL0812.The orthometric height was scaled from a topographic map.
 EL0812
 EL0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0812.GEOID18 height accuracy estimate available here.
 EL0812
 EL0812.Click photographs - Photos may exist for this station.
 EL0812
 EL0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0812
 EL0812. The following values were computed from the NAD 83(1993) position.
 EL0812
 EL0812;                    North         East     Units Scale Factor Converg.
 EL0812;SPC OK S     -   139,307.748   724,159.652   MT  0.99993594   +0 46 05.5
 EL0812;SPC OK S     -   457,045.50  2,375,847.12   sFT  0.99993594   +0 46 05.5
 EL0812;UTM  14      - 3,829,176.207   715,856.993   MT  1.00017434   +1 20 10.5
 EL0812
 EL0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0812!SPC OK S     -   0.99994552  x   0.99993594  =   0.99988147
 EL0812!UTM  14      -   0.99994552  x   1.00017434  =   1.00011985
 EL0812
 EL0812:                Primary Azimuth Mark                     Grid Az
 EL0812:SPC OK S     -  FRANKS AZ MK                             076 31 35.6
 EL0812:UTM  14      -  FRANKS AZ MK                             075 57 30.6
 EL0812
 EL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1585629176(NAD 83)
 EL0812
 EL0812|---------------------------------------------------------------------|
 EL0812| PID    Reference Object                     Distance      Geod. Az  |
 EL0812|                                                           dddmmss.s |
 EL0812| CY1901 FRANKS RM 1                          13.254 METERS 03428     |
 EL0812| CY1899 FRANKS AZ MK                                       0771741.1 |
 EL0812| CY1902 FRANKS RM 2                          18.223 METERS 16329     |
 EL0812|---------------------------------------------------------------------|
 EL0812
 EL0812                          SUPERSEDED SURVEY CONTROL
 EL0812
 EL0812  NAD 83(1986)-  34 34 54.20388(N)    096 38 47.88727(W) AD(       ) 2
 EL0812  NAD 27      -  34 34 53.88090(N)    096 38 46.86170(W) AD(       ) 2
 EL0812
 EL0812.Superseded values are not recommended for survey control.
 EL0812
 EL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0812.See file dsdata.pdf to determine how the superseded data were derived.
 EL0812
 EL0812_MARKER: DS = TRIANGULATION STATION DISK
 EL0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0812_STAMPING: FRANKS 1955
 EL0812_MARK LOGO: CGS
 EL0812_PROJECTION: FLUSH
 EL0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0812+STABILITY: SURFACE MOTION
 EL0812
 EL0812  HISTORY     - Date     Condition        Report By
 EL0812  HISTORY     - 1955     MONUMENTED       CGS
 EL0812
 EL0812                          STATION DESCRIPTION
 EL0812
 EL0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0812'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF
 EL0812'PONTOTOC AND 2.5 MILES SOUTH-SOUTHWEST OF FITTSTOWN ON THE
 EL0812'SUMMIT AND HIGHEST POINT OF A PROMINENT ROCKY HILL.  THIS
 EL0812'HILL IS THE HIGHEST POINT IN THE VICINITY.  THE MARK IS
 EL0812'STAMPED FRANKS 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0812'
 EL0812'REFERENCE MARK NO. 1 IS SLIGHTLY LOWER IN ELEVATION THAN
 EL0812'THE STATION AND IS STAMPED FRANKS NO 1 1955.
 EL0812'
 EL0812'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 EL0812'AND IS STAMPED FRANKS NO 2 1955.
 EL0812'
 EL0812'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 45 FEET WEST
 EL0812'OF THE CENTER OF STATE HIGHWAY 99, 2 FEET SOUTHEAST OF A
 EL0812'T FENCE CORNER, 1 FOOT SOUTH OF R.E.A. POWER LINE POLE NO. 43
 EL0812'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 EL0812'FRANKS 1955 AND PROJECTS 6 INCHES.
 EL0812'
 EL0812'TO REACH THE STATION FROM THE POST OFFICE IN FITTSTOWN, GO
 EL0812'SOUTH ON STATE HIGHWAY 99 FOR 1.55 MILES TO A CROSSROAD,
 EL0812'(CONTINUE SOUTH FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 EL0812'RIGHT AS DESCRIBED.) TURN RIGHT AND GO WEST ON GRAVELED
 EL0812'ROAD FOR 1.1 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH
 EL0812'AND SOUTHWEST FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK ACROSS
 EL0812'CATTLE GUARD AND GO SOUTH FOR 0.3 MILE TO A TRACK ROAD ON
 EL0812'THE LEFT, TURN LEFT ON TRACK ROAD AND GO EAST FOR 0.25 MILE
 EL0812'TO A FORK AT SOME FEED BINS, TAKE LEFT FORK AND FOLLOW DIM
 EL0812'TRACK ROAD UP HILL FOR 0.35 MILE TO A STONE SHED ON THE
 EL0812'LEFT.  CONTINUE UP HILL ON WINDING TRACK ROAD THROUGH OLD
 EL0812'QUARRY DIGGINGS FOR ABOUT 0.35 MILE TO THE HIGHEST POINT
 EL0812'OF HILL AND STATION AS DESCRIBED.
 EL0812'
 EL0812'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0947 ***********************************************************************
 EK0947  DESIGNATION -  FRAZIER RESET
 EK0947  PID         -  EK0947
 EK0947  STATE/COUNTY-  OK/LE FLORE
 EK0947  COUNTRY     -  US
 EK0947  USGS QUAD   -  WHITESBORO (2019)
 EK0947
 EK0947                         *CURRENT SURVEY CONTROL
 EK0947  ______________________________________________________________________
 EK0947* NAD 83(1993) POSITION- 34 43 10.71631(N) 094 56 08.54613(W)   ADJUSTED
 EK0947* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 EK0947  ______________________________________________________________________
 EK0947  GEOID HEIGHT    -        -31.744 (meters)                     GEOID18
 EK0947  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 EK0947  HORZ ORDER      -  SECOND
 EK0947
 EK0947.The horizontal coordinates were established by classical geodetic methods
 EK0947.and adjusted by the National Geodetic Survey in November 1994.
 EK0947
 EK0947.The orthometric height was scaled from a topographic map.
 EK0947
 EK0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0947.GEOID18 height accuracy estimate available here.
 EK0947
 EK0947.Click photographs - Photos may exist for this station.
 EK0947
 EK0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0947
 EK0947. The following values were computed from the NAD 83(1993) position.
 EK0947
 EK0947;                    North         East     Units Scale Factor Converg.
 EK0947;SPC OK S     -   158,034.427   880,624.124   MT  0.99993873   +1 44 21.6
 EK0947;SPC OK S     -   518,484.62  2,889,180.98   sFT  0.99993873   +1 44 21.6
 EK0947;UTM  15      - 3,843,659.028   322,751.219   MT  0.99998724   -1 06 10.0
 EK0947
 EK0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0947!SPC OK S     -   0.99997028  x   0.99993873  =   0.99990901
 EK0947!UTM  15      -   0.99997028  x   0.99998724  =   0.99995752
 EK0947
 EK0947:                Primary Azimuth Mark                     Grid Az
 EK0947:SPC OK S     -  FRAZIER AZ MK                            123 40 40.2
 EK0947:UTM  15      -  FRAZIER AZ MK                            126 31 11.8
 EK0947
 EK0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2275143659(NAD 83)
 EK0947
 EK0947|---------------------------------------------------------------------|
 EK0947| PID    Reference Object                     Distance      Geod. Az  |
 EK0947|                                                           dddmmss.s |
 EK0947| EK0951 SYCAMORE LOOKOUT TOWER              APPROX. 7.1 KM 0291152.3 |
 EK0947| CX5844 FRAZIER RM 3                          9.478 METERS 10844     |
 EK0947| CX5842 FRAZIER RM 1                         16.122 METERS 11708     |
 EK0947| CX5841 FRAZIER AZ MK                                      1252501.8 |
 EK0947| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.15.3 KM 1321854.2 |
 EK0947| CX5843 FRAZIER RM 2                         15.268 METERS 30742     |
 EK0947|---------------------------------------------------------------------|
 EK0947
 EK0947                          SUPERSEDED SURVEY CONTROL
 EK0947
 EK0947  NAD 83(1986)-  34 43 10.71815(N)    094 56 08.53634(W) AD(       ) 2
 EK0947  NAD 27      -  34 43 10.35300(N)    094 56 07.69500(W) AD(       ) 2
 EK0947
 EK0947.Superseded values are not recommended for survey control.
 EK0947
 EK0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0947.See file dsdata.pdf to determine how the superseded data were derived.
 EK0947
 EK0947_MARKER: DS = TRIANGULATION STATION DISK
 EK0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0947_STAMPING: FRAZIER 1952 1967
 EK0947_MARK LOGO: CGS
 EK0947_PROJECTION: FLUSH
 EK0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0947+STABILITY: SURFACE MOTION
 EK0947
 EK0947  HISTORY     - Date     Condition        Report By
 EK0947  HISTORY     - 1967     MONUMENTED       CGS
 EK0947  HISTORY     - 1970     GOOD             NGS
 EK0947  HISTORY     - 19700115 MARK NOT FOUND   USGS
 EK0947
 EK0947                          STATION DESCRIPTION
 EK0947
 EK0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EK0947'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND THE AZIMUTH
 EK0947'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE 1967
 EK0947'RECOVERY NOTE DESCRIPTION AND ROUTE PROCEEDING TO STATION ARE
 EK0947'ADEQUATE FOR RECOVERY.
 EK0947'
 EK0947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MILES
 EK0947'SOUTH-SOUTHEAST OF TALIHINA.
 EK0947
 EK0947                          STATION RECOVERY (1970)
 EK0947
 EK0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WEK)
 EK0947'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0336 ***********************************************************************
 EM0336  DESIGNATION -  FRED
 EM0336  PID         -  EM0336
 EM0336  STATE/COUNTY-  OK/TILLMAN
 EM0336  COUNTRY     -  US
 EM0336  USGS QUAD   -  FREDERICK (2018)
 EM0336
 EM0336                         *CURRENT SURVEY CONTROL
 EM0336  ______________________________________________________________________
 EM0336* NAD 83(1993) POSITION- 34 26 19.15064(N) 099 00 56.96261(W)   ADJUSTED
 EM0336* NAVD 88 ORTHO HEIGHT -   407.463 (meters)     1336.82  (feet) ADJUSTED
 EM0336  ______________________________________________________________________
 EM0336  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 EM0336  LAPLACE CORR    -          3.82  (seconds)                    DEFLEC18
 EM0336  DYNAMIC HEIGHT  -        407.023 (meters)     1335.37  (feet) COMP
 EM0336  MODELED GRAVITY -    979,542.4   (mgal)                       NAVD 88
 EM0336
 EM0336  HORZ ORDER      -  FIRST
 EM0336  VERT ORDER      -  SECOND    CLASS 0
 EM0336
 EM0336.The horizontal coordinates were established by classical geodetic methods
 EM0336.and adjusted by the National Geodetic Survey in November 1994.
 EM0336
 EM0336.The orthometric height was determined by differential leveling and
 EM0336.adjusted by the NATIONAL GEODETIC SURVEY
 EM0336.in June 1991.
 EM0336
 EM0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0336.GEOID18 height accuracy estimate available here.
 EM0336
 EM0336.Click photographs - Photos may exist for this station.
 EM0336
 EM0336.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0336
 EM0336.The dynamic height is computed by dividing the NAVD 88
 EM0336.geopotential number by the normal gravity value computed on the
 EM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0336.degrees latitude (g = 980.6199 gals.).
 EM0336
 EM0336.The modeled gravity was interpolated from observed gravity values.
 EM0336
 EM0336. The following values were computed from the NAD 83(1993) position.
 EM0336
 EM0336;                    North         East     Units Scale Factor Converg.
 EM0336;SPC OK S     -   123,075.230   506,645.810   MT  0.99993915   -0 34 35.8
 EM0336;SPC OK S     -   403,789.32  1,662,220.46   sFT  0.99993915   -0 34 35.8
 EM0336;UTM  14      - 3,810,794.802   498,546.339   MT  0.99960003   -0 00 32.2
 EM0336
 EM0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0336!SPC OK S     -   0.99994032  x   0.99993915  =   0.99987947
 EM0336!UTM  14      -   0.99994032  x   0.99960003  =   0.99954037
 EM0336
 EM0336:                Primary Azimuth Mark                     Grid Az
 EM0336:SPC OK S     -  FRED AZ MK                               097 07 47.1
 EM0336:UTM  14      -  FRED AZ MK                               096 33 43.5
 EM0336
 EM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9854610794(NAD 83)
 EM0336
 EM0336|---------------------------------------------------------------------|
 EM0336| PID    Reference Object                     Distance      Geod. Az  |
 EM0336|                                                           dddmmss.s |
 EM0336| EM0733 CHATTANOOGA MUNICIPAL TANK          APPROX.33.0 KM 0932410.9 |
 EM0336| EM0789 FRED AZ MK                          APPROX. 2.1 KM 0963311.3 |
 EM0336| EM0786 HOLLISTER MUNICIPAL TANK            APPROX.16.9 KM 1281723.0 |
 EM0336| CX8978 WEST AXIS MARK                       10.061 METERS 18320     |
 EM0336| EM0335 FRED RM 1                            14.328 METERS 35435     |
 EM0336|---------------------------------------------------------------------|
 EM0336
 EM0336                          SUPERSEDED SURVEY CONTROL
 EM0336
 EM0336  NAD 83(1986)-  34 26 19.15628(N)    099 00 56.95086(W) AD(       ) 1
 EM0336  NAD 27      -  34 26 18.87450(N)    099 00 55.67390(W) AD(       ) 1
 EM0336  NGVD 29 (??/??/92)  407.327  (m)         1336.37   (f) ADJ UNCH    2 0
 EM0336  NGVD 29             407.33   (m)         1336.4    (f) LEVELING    3  
 EM0336
 EM0336.Superseded values are not recommended for survey control.
 EM0336
 EM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0336.See file dsdata.pdf to determine how the superseded data were derived.
 EM0336
 EM0336_MARKER: DS = TRIANGULATION STATION DISK
 EM0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0336_STAMPING: FRED 1961
 EM0336_MARK LOGO: CGS
 EM0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0336+STABILITY: SURFACE MOTION
 EM0336
 EM0336  HISTORY     - Date     Condition        Report By
 EM0336  HISTORY     - 1961     MONUMENTED       CGS
 EM0336  HISTORY     - 1961     GOOD             CGS
 EM0336
 EM0336                          STATION DESCRIPTION
 EM0336
 EM0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0336'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF MANITOU, 3 MILES
 EM0336'NORTH OF FREDERICK.
 EM0336'
 EM0336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 EM0336'AND STATE ROUTE 5 IN FREDERICK, GO NORTH ON U.S. HIGHWAY
 EM0336'183 FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST
 EM0336'ON A GRAVELED ROAD FOR 0.25 MILE TO A CROSSROAD, CONTINUE
 EM0336'WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT TURN RIGHT AND GO NORTH
 EM0336'FOR 0.05 MILE TO A GUARD SHED ON THE LEFT, CONTINUE NORTH
 EM0336'FOR 0.05 MILE, BEAR LEFT FOR 0.05 MILE TO WEST FENCE, TURN
 EM0336'RIGHT AND GO NORTH FOR 0.05 MILE TO THE STATION.
 EM0336'
 EM0336'THE STATION MARK, A STANDARD STATION DISK STAMPED FRED 1961,
 EM0336'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 EM0336'2 INCHES.  THE MARK IS 101 FEET WEST OF THE CENTER OF ROAD,
 EM0336'101 FEET NORTH OF A POWER POLE, 5.5 FEET EAST OF FENCE AND
 EM0336'1.6 FEET EAST OF WITNESS POST.
 EM0336'
 EM0336'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FRED NO 1
 EM0336'1961, IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EM0336'PROJECTING 4 INCHES.  THE MARK IS 104 FEET WEST OF CENTER
 EM0336'OF ROAD, 46.8 FEET NORTH OF WITNESS POST, 5.5 FEET SOUTH OF
 EM0336'A FLOOD LIGHT POLE AND 1 FOOT EAST OF FENCE.
 EM0336'
 EM0336'WEST MARK IS A BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE
 EM0336'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 EM0336'THE POINT HELD WAS A CENTER PUNCH MARK NEAR THE CENTER OF
 EM0336'THE DISK.  THE MARK IS 102 FEET WEST OF THE CENTER OF ROAD,
 EM0336'69 FEET NORTHWEST OF POWER POLE, 33.1 FEET SOUTH OF WITNESS
 EM0336'POST AND 3.5 FEET EAST OF FENCE.
 EM0336'
 EM0336'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED FRED 1961, IS SET
 EM0336'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 EM0336'INCHES.  THE MARK IS 39 FEET NORTH OF A POWER POLE, 30 FEET
 EM0336'WEST OF THE CENTER OF A DIRT ROAD, 4.7 FEET SOUTHEAST OF
 EM0336'A WITNESS POST AND 2.5 FEET EAST OF FENCE.
 EM0336'
 EM0336'TO REACH THE AZIMUTH MARK GO EAST ON A GRAVELED ROAD FOR 0.45
 EM0336'MILE TO U.S. HIGHWAY 183, CONTINUE EAST CROSSING U.S. HIGHWAY
 EM0336'183 FOR 1.0 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH FOR
 EM0336'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EM0336
 EM0336                          STATION RECOVERY (1961)
 EM0336
 EM0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0336'3 MI N FROM FREDRICK.
 EM0336'2.9 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0336'HIGHWAY 183 AND STATE HIGHWAY 5 IN FREDRICK, THENCE WEST ON A GRAVELED
 EM0336'ROAD FOR 0.25 MILE, CONTINUE WEST FOR 0.2 MILE, THENCE NORTH FOR 0.05
 EM0336'MILE TO THE ENTRANCE OF AUXILIARY SITE 4.  THE MARK IS ON THE WEST
 EM0336'SIDE OF THE SITE, SET IN A SQUARE CONCRETE POST THAT PROJECTS 2
 EM0336'INCHES, 101 FEET WEST OF THE CENTER OF A DIRT ROAD, 5.5 FEET EAST OF A
 EM0336'FENCE, AND 1.6 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0810 ***********************************************************************
 GG0810  DESIGNATION -  FRED
 GG0810  PID         -  GG0810
 GG0810  STATE/COUNTY-  OK/ROGERS
 GG0810  COUNTRY     -  US
 GG0810  USGS QUAD   -  FOYIL (2019)
 GG0810
 GG0810                         *CURRENT SURVEY CONTROL
 GG0810  ______________________________________________________________________
 GG0810* NAD 83(1993) POSITION- 36 25 56.92909(N) 095 36 12.05346(W)   ADJUSTED
 GG0810* NAVD 88 ORTHO HEIGHT -   269.1   (meters)      883.    (feet) VERTCON3
 GG0810  ______________________________________________________________________
 GG0810  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 GG0810  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 GG0810  HORZ ORDER      -  SECOND
 GG0810
 GG0810.The horizontal coordinates were established by classical geodetic methods
 GG0810.and adjusted by the National Geodetic Survey in November 1994.
 GG0810
 GG0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0810
 GG0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0810.GEOID18 height accuracy estimate available here.
 GG0810
 GG0810.Click photographs - Photos may exist for this station.
 GG0810
 GG0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0810
 GG0810. The following values were computed from the NAD 83(1993) position.
 GG0810
 GG0810;                    North         East     Units Scale Factor Converg.
 GG0810;SPC OK N     -   161,591.676   814,873.682   MT  0.99995607   +1 24 51.8
 GG0810;SPC OK N     -   530,155.36  2,673,464.74   sFT  0.99995607   +1 24 51.8
 GG0810;UTM  15      - 4,035,068.442   266,630.342   MT  1.00027105   -1 32 48.3
 GG0810
 GG0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0810!SPC OK N     -   0.99996235  x   0.99995607  =   0.99991842
 GG0810!UTM  15      -   0.99996235  x   1.00027105  =   1.00023339
 GG0810
 GG0810:                Primary Azimuth Mark                     Grid Az
 GG0810:SPC OK N     -  TALALA SILVER TANK                       317 49 50.7
 GG0810:UTM  15      -  TALALA SILVER TANK                       320 47 30.8
 GG0810
 GG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6663035068(NAD 83)
 GG0810
 GG0810|---------------------------------------------------------------------|
 GG0810| PID    Reference Object                     Distance      Geod. Az  |
 GG0810|                                                           dddmmss.s |
 GG0810| CI0943 FRED RM 2                            12.253 METERS 13749     |
 GG0810| CI0942 FRED RM 1                             4.345 METERS 31659     |
 GG0810| CI3364 TALALA SILVER TANK                                 3191442.5 |
 GG0810|---------------------------------------------------------------------|
 GG0810
 GG0810                          SUPERSEDED SURVEY CONTROL
 GG0810
 GG0810  NAD 83(1986)-  36 25 56.95377(N)    095 36 12.03611(W) AD(       ) 2
 GG0810  NAD 27      -  36 25 56.61570(N)    095 36 11.10919(W) AD(       ) 2
 GG0810  NGVD 29 (07/19/86)  269.0    (m)          883.     (f) VERT ANG       
 GG0810
 GG0810.Superseded values are not recommended for survey control.
 GG0810
 GG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0810.See file dsdata.pdf to determine how the superseded data were derived.
 GG0810
 GG0810_MARKER: DD = SURVEY DISK
 GG0810_SETTING: 66 = SET IN ROCK OUTCROP
 GG0810_STAMPING: ET FRED 1968
 GG0810_MARK LOGO: USGS
 GG0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0810+STABILITY: POSITION/ELEVATION WELL
 GG0810
 GG0810  HISTORY     - Date     Condition        Report By
 GG0810  HISTORY     - 1968     MONUMENTED       USGS
 GG0810
 GG0810                          STATION DESCRIPTION
 GG0810
 GG0810'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0810'THE STATION IS LOCATED APPROX. 8.5 MI N. OF CLAREMORE AND 1.0
 GG0810'MI E. OF CLAREMORE, T. 23 N., R. 16 E., NEAR THE CENTER OF
 GG0810'SEC. 33.
 GG0810'
 GG0810'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66 (E.) TRUCK
 GG0810'ROUTE, AND STATE HWY. 20 AND 88, AT THE INTERSECTION OF WILL
 GG0810'ROGERS AVE. AND N. WICHITA AVE., AT CLAREMORE, GO E. ALONG
 GG0810'U.S. HWY. 66 (E.) TRUCK ROUTE, FOR 0.6 MI TO A CROSSROADS, TURN
 GG0810'LEFT (N.) AND GO 8.3 MI ALONG AN ASPHALT RD. TO CROSSROADS,
 GG0810'TURN RIGHT (E.) AND GO 0.6 MI ALONG A COUNTY GRAVEL RD. TO A
 GG0810'WIRE FENCE GATE ON THE RIGHT (S.) TURN RIGHT (S.) AND PASS
 GG0810'THROUGH WIRE GATE AND GO 0.4 MI ACROSS OPEN FIELD ALONG A TRACK
 GG0810'RD. IN A SOUTHWARD DIRECTION TO BASE OF A HIGH LONE HILL
 GG0810'AND END OF TRUCK TRAVEL.  PACK UP HILL TO TOP APPROX. 350 FT TO
 GG0810'STATION.
 GG0810'
 GG0810'THE STATION MARK IS ON TOP OF HIGH POINTED LONE HILL IN OPEN
 GG0810'FIELD, STAMPED ET FRED 1968.
 GG0810'
 GG0810'REFERENCE MARK NO. 1 IS NW. OF THE STATION ON THE NW. EDGE OF
 GG0810'TOP, STAMPED FRED NO 1 1968.
 GG0810'
 GG0810'REFERENCE MARK NO. 2 IS SE. OF THE STATION ON THE SE. EDGE OF
 GG0810'THE TOP, STAMPED FRED NO 2 1968.
 GG0810'
 GG0810'AZIMUTH MARK--NONE SET.
 GG0810'
 GG0810'REFERENCE AZIMUTH OBSERVED TO TOP CENTER SILVER BALL-TYPE WATER
 GG0810'TANK IN TALALA.
 GG0810'
 GG0810'ALL MARKS ARE FLUSH WITH GROUND.  STANDARD TABLETS CEMENTED
 GG0810'IN PLACE, IN DRILL HOLES, IN ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0789 ***********************************************************************
 EM0789  DESIGNATION -  FRED AZ MK
 EM0789  PID         -  EM0789
 EM0789  STATE/COUNTY-  OK/TILLMAN
 EM0789  COUNTRY     -  US
 EM0789  USGS QUAD   -  HOLLISTER NW (2018)
 EM0789
 EM0789                         *CURRENT SURVEY CONTROL
 EM0789  ______________________________________________________________________
 EM0789* NAD 83(1993) POSITION- 34 26 11.51608(N) 098 59 36.82563(W)   ADJUSTED
 EM0789* NAVD 88 ORTHO HEIGHT -   386.5   (meters)     1268.    (feet) VERTCON3
 EM0789  ______________________________________________________________________
 EM0789  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 EM0789  LAPLACE CORR    -          3.84  (seconds)                    DEFLEC18
 EM0789  HORZ ORDER      -  SECOND
 EM0789
 EM0789.The horizontal coordinates were established by classical geodetic methods
 EM0789.and adjusted by the National Geodetic Survey in November 1994.
 EM0789
 EM0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0789
 EM0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0789.GEOID18 height accuracy estimate available here.
 EM0789
 EM0789.Click photographs - Photos may exist for this station.
 EM0789
 EM0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0789
 EM0789. The following values were computed from the NAD 83(1993) position.
 EM0789
 EM0789;                    North         East     Units Scale Factor Converg.
 EM0789;SPC OK S     -   122,819.643   508,689.148   MT  0.99993925   -0 33 50.3
 EM0789;SPC OK S     -   402,950.78  1,668,924.31   sFT  0.99993925   -0 33 50.3
 EM0789;UTM  14      - 3,810,559.550   500,591.415   MT  0.99960000   +0 00 13.1
 EM0789
 EM0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0789!SPC OK S     -   0.99994360  x   0.99993925  =   0.99988285
 EM0789!UTM  14      -   0.99994360  x   0.99960000  =   0.99954362
 EM0789
 EM0789:                Primary Azimuth Mark                     Grid Az
 EM0789:SPC OK S     -  FRED                                     277 07 46.9
 EM0789:UTM  14      -  FRED                                     276 33 43.5
 EM0789
 EM0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0059110559(NAD 83)
 EM0789
 EM0789|---------------------------------------------------------------------|
 EM0789| PID    Reference Object                     Distance      Geod. Az  |
 EM0789|                                                           dddmmss.s |
 EM0789| EM0336 FRED                                APPROX. 2.1 KM 2763356.6 |
 EM0789|---------------------------------------------------------------------|
 EM0789
 EM0789                          SUPERSEDED SURVEY CONTROL
 EM0789
 EM0789  NAD 83(1986)-  34 26 11.52175(N)    098 59 36.81394(W) AD(       ) 2
 EM0789  NAD 27      -  34 26 11.23900(N)    098 59 35.54080(W) AD(       ) 2
 EM0789  NGVD 29 (07/19/86)  386.4    (m)         1268.     (f) VERT ANG       
 EM0789
 EM0789.Superseded values are not recommended for survey control.
 EM0789
 EM0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0789.See file dsdata.pdf to determine how the superseded data were derived.
 EM0789
 EM0789_MARKER: DZ = AZIMUTH MARK DISK
 EM0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0789_STAMPING: FRED 1961
 EM0789_MARK LOGO: CGS
 EM0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0789+STABILITY: SURFACE MOTION
 EM0789
 EM0789  HISTORY     - Date     Condition        Report By
 EM0789  HISTORY     - 1961     MONUMENTED       CGS
 EM0789
 EM0789                          STATION DESCRIPTION
 EM0789
 EM0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0789'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF MANITOU, ABOUT
 EM0789'3 MILES NORTH-NORTHEAST OF FREDERICK AND ON THE RIGHT-OF-WAY
 EM0789'PROPERTY OF A COUNTY ROAD.  IT IS 39 FEET NORTH OF A POWER POLE,
 EM0789'30 FEET WEST OF THE CENTER OF THE ROAD, 4.7 FEET SOUTHEAST
 EM0789'OF A METAL WITNESS POST AND 2.5 FEET EAST OF A FENCE.  THE
 EM0789'SQUARE CONCRETE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 EM0789'STAMPED FRED 1961.
 EM0789'
 EM0789'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 EM0789'5 AND U.S. HIGHWAY 183, IN THE NORTHERN SECTION OF FREDERICK,
 EM0789'GO NORTH ON HIGHWAY 183 FOR 3 MILES TO A CROSSROAD.  TURN RIGHT,
 EM0789'EAST, FOR 1 MILE TO A CROSSROAD.  TURN LEFT, NORTH, FOR
 EM0789'0.15 MILE TO THE STATION ON THE LEFT, WEST, SIDE OF THE
 EM0789'ROAD.
 EM0789'
 EM0789'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0335 ***********************************************************************
 EM0335  DESIGNATION -  FRED RM 1
 EM0335  PID         -  EM0335
 EM0335  STATE/COUNTY-  OK/TILLMAN
 EM0335  COUNTRY     -  US
 EM0335  USGS QUAD   -  FREDERICK (2018)
 EM0335
 EM0335                         *CURRENT SURVEY CONTROL
 EM0335  ______________________________________________________________________
 EM0335* NAD 83(1986) POSITION- 34 26 19.61   (N) 099 00 57.02   (W)   HD_HELD1
 EM0335* NAVD 88 ORTHO HEIGHT -   407.517 (meters)     1337.00  (feet) ADJUSTED
 EM0335  ______________________________________________________________________
 EM0335  GEOID HEIGHT    -        -27.238 (meters)                     GEOID18
 EM0335  DYNAMIC HEIGHT  -        407.077 (meters)     1335.55  (feet) COMP
 EM0335  MODELED GRAVITY -    979,542.4   (mgal)                       NAVD 88
 EM0335
 EM0335  VERT ORDER      -  SECOND    CLASS 0
 EM0335
 EM0335.The horizontal coordinates were determined by differentially corrected
 EM0335.hand held GPS observations or other comparable positioning techniques
 EM0335.and have an estimated accuracy of +/- 3 meters.
 EM0335
 EM0335.The orthometric height was determined by differential leveling and
 EM0335.adjusted by the NATIONAL GEODETIC SURVEY
 EM0335.in June 1991.
 EM0335
 EM0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0335.GEOID18 height accuracy estimate available here.
 EM0335
 EM0335.Click photographs - Photos may exist for this station.
 EM0335
 EM0335.The dynamic height is computed by dividing the NAVD 88
 EM0335.geopotential number by the normal gravity value computed on the
 EM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0335.degrees latitude (g = 980.6199 gals.).
 EM0335
 EM0335.The modeled gravity was interpolated from observed gravity values.
 EM0335
 EM0335;                    North         East    Units  Estimated Accuracy
 EM0335;SPC OK S     -   123,089.4     506,644.5     MT  (+/- 3 meters HH1 GPS) 
 EM0335
 EM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9854410808(NAD 83)
 EM0335
 EM0335                          SUPERSEDED SURVEY CONTROL
 EM0335
 EM0335  NGVD 29 (??/??/92)  407.381  (m)         1336.55   (f) ADJ UNCH    2 0
 EM0335
 EM0335.Superseded values are not recommended for survey control.
 EM0335
 EM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0335.See file dsdata.pdf to determine how the superseded data were derived.
 EM0335
 EM0335_MARKER: DR = REFERENCE MARK DISK
 EM0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0335_STAMPING: FRED NO 1 1961
 EM0335_MARK LOGO: CGS
 EM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0335+STABILITY: SURFACE MOTION
 EM0335
 EM0335  HISTORY     - Date     Condition        Report By
 EM0335  HISTORY     - 1961     MONUMENTED       CGS
 EM0335
 EM0335                          STATION DESCRIPTION
 EM0335
 EM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0335'3.0 MI N FROM FREDRICK.
 EM0335'2.9 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0335'HIGHWAY 183 AND STATE HIGHWAY 5 IN FREDRICK, THENCE WEST ON GRAVELED
 EM0335'ROAD FOR 0.45 MILE, THENCE NORTH FOR 0.05 MILE TO THE ENTRANCE OF
 EM0335'AUXILIARY SITE 4.  THE MARK IS ON THE WEST SIDE OF THE SITE, SET IN A
 EM0335'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 46.8 FEET NORTH OF A
 EM0335'WITNESS POST, 5.5 FEET SOUTH OF A FLOOD LIGHT POLE, AND 1 FOOT EAST OF
 EM0335'A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0338 ***********************************************************************
 EM0338  DESIGNATION -  FREDERICK
 EM0338  PID         -  EM0338
 EM0338  STATE/COUNTY-  OK/TILLMAN
 EM0338  COUNTRY     -  US
 EM0338  USGS QUAD   -  FREDERICK (2018)
 EM0338
 EM0338                         *CURRENT SURVEY CONTROL
 EM0338  ______________________________________________________________________
 EM0338* NAD 83(1986) POSITION- 34 23 29.64   (N) 099 01 03.03   (W)   HD_HELD1
 EM0338* NAVD 88 ORTHO HEIGHT -   397.714 (meters)     1304.83  (feet) ADJUSTED
 EM0338  ______________________________________________________________________
 EM0338  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 EM0338  DYNAMIC HEIGHT  -        397.280 (meters)     1303.41  (feet) COMP
 EM0338  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 EM0338
 EM0338  VERT ORDER      -  SECOND    CLASS 0
 EM0338
 EM0338.The horizontal coordinates were determined by differentially corrected
 EM0338.hand held GPS observations or other comparable positioning techniques
 EM0338.and have an estimated accuracy of +/- 3 meters.
 EM0338
 EM0338.The orthometric height was determined by differential leveling and
 EM0338.adjusted by the NATIONAL GEODETIC SURVEY
 EM0338.in June 1991.
 EM0338
 EM0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0338.GEOID18 height accuracy estimate available here.
 EM0338
 EM0338.Click photographs - Photos may exist for this station.
 EM0338
 EM0338.The dynamic height is computed by dividing the NAVD 88
 EM0338.geopotential number by the normal gravity value computed on the
 EM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0338.degrees latitude (g = 980.6199 gals.).
 EM0338
 EM0338.The modeled gravity was interpolated from observed gravity values.
 EM0338
 EM0338;                    North         East    Units  Estimated Accuracy
 EM0338;SPC OK S     -   117,854.1     506,438.3     MT  (+/- 3 meters HH1 GPS) 
 EM0338
 EM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9839005573(NAD 83)
 EM0338
 EM0338                          SUPERSEDED SURVEY CONTROL
 EM0338
 EM0338  NGVD 29 (??/??/92)  397.565  (m)         1304.34   (f) ADJ UNCH    2 0
 EM0338
 EM0338.Superseded values are not recommended for survey control.
 EM0338
 EM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0338.See file dsdata.pdf to determine how the superseded data were derived.
 EM0338
 EM0338_MARKER: DS = TRIANGULATION STATION DISK
 EM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0338_STAMPING: FREDERICK 1934
 EM0338_MARK LOGO: CGS
 EM0338_PROJECTION: PROJECTING 15 CENTIMETERS
 EM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0338+STABILITY: SURFACE MOTION
 EM0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0338+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0338
 EM0338  HISTORY     - Date     Condition        Report By
 EM0338  HISTORY     - 1934     MONUMENTED       CGS
 EM0338  HISTORY     - 1934     GOOD             CGS
 EM0338  HISTORY     - 1963     GOOD             CGS
 EM0338  HISTORY     - 1979     GOOD             USGS
 EM0338  HISTORY     - 20090816 GOOD             INDIV
 EM0338  HISTORY     - 20180711 GOOD             OKDOT
 EM0338
 EM0338                          STATION DESCRIPTION
 EM0338
 EM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0338'IN FREDERICK.
 EM0338'AT FREDERICK, AT THE COURTHOUSE, 55 FEET EAST OF THE NORTH DOOR, 15
 EM0338'FEET NORTH OF THE NORTHEAST CORNER, 1 FOOT NORTH OF THE NORTH EDGE OF
 EM0338'THE SIDEWALK AROUND THE BUILDING, AND 1 FOOT EAST OF THE CURB OF A
 EM0338'PARKING SPACE OR ROADWAY THROUGH THE COURTYARD.  A STANDARD DISK,
 EM0338'STAMPED FREDERICK 1934 AND SET IN THE TOP OF A CONCRETE POST
 EM0338'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 EM0338
 EM0338                          STATION RECOVERY (1963)
 EM0338
 EM0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0338'RECOVERED IN GOOD CONDITION.
 EM0338
 EM0338                          STATION RECOVERY (1979)
 EM0338
 EM0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0338'RECOVERED IN GOOD CONDITION.
 EM0338
 EM0338                          STATION RECOVERY (2009)
 EM0338
 EM0338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 EM0338'MARK FOUND IN CORNER OF PARKING LOT, NEAR NE CORNER OF COURTHOUSE
 EM0338'BUILDING.  MARK IS WELL PROTECTED BY CURBING.  NO REFERENCE MARKS OR
 EM0338'AZIMUTH FOUND.
 EM0338
 EM0338                          STATION RECOVERY (2018)
 EM0338
 EM0338'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0922 ***********************************************************************
 EM0922  DESIGNATION -  FREDERICK N MUNICIPAL TANK
 EM0922  PID         -  EM0922
 EM0922  STATE/COUNTY-  OK/TILLMAN
 EM0922  COUNTRY     -  US
 EM0922  USGS QUAD   -  FREDERICK (2018)
 EM0922
 EM0922                         *CURRENT SURVEY CONTROL
 EM0922  ______________________________________________________________________
 EM0922* NAD 83(1993) POSITION- 34 24 02.82675(N) 099 01 16.58507(W)   ADJUSTED
 EM0922  ______________________________________________________________________
 EM0922  GEOID HEIGHT    -        -27.425 (meters)                     GEOID18
 EM0922  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 EM0922  HORZ ORDER      -  THIRD
 EM0922
 EM0922.The horizontal coordinates were established by classical geodetic methods
 EM0922.and adjusted by the National Geodetic Survey in November 1994.
 EM0922
 EM0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0922.GEOID18 height accuracy estimate available here.
 EM0922
 EM0922.Click photographs - Photos may exist for this station.
 EM0922
 EM0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0922
 EM0922. The following values were computed from the NAD 83(1993) position.
 EM0922
 EM0922;                    North         East     Units Scale Factor Converg.
 EM0922;SPC OK S     -   118,880.082   506,102.412   MT  0.99994104   -0 34 46.9
 EM0922;SPC OK S     -   390,025.74  1,660,437.66   sFT  0.99994104   -0 34 46.9
 EM0922;UTM  14      - 3,806,595.905   498,044.701   MT  0.99960005   -0 00 43.3
 EM0922
 EM0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9804406595(NAD 83)
 EM0922
 EM0922                          SUPERSEDED SURVEY CONTROL
 EM0922
 EM0922  NAD 83(1986)-  34 24 02.83323(N)    099 01 16.57336(W) AD(       ) 3
 EM0922  NAD 27      -  34 24 02.54500(N)    099 01 15.31600(W) AD(       ) 3
 EM0922
 EM0922.Superseded values are not recommended for survey control.
 EM0922
 EM0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0922.See file dsdata.pdf to determine how the superseded data were derived.
 EM0922
 EM0922_MARKER: 53 = ELEVATED TANK
 EM0922
 EM0922  HISTORY     - Date     Condition        Report By
 EM0922  HISTORY     - 1961     FIRST OBSERVED   CGS
 EM0922
 EM0922                          STATION DESCRIPTION
 EM0922
 EM0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0922'THE STATION IS THE FINIAL ATOP THE WATER TANK.  THE TANK
 EM0922'IS PAINTED SILVER WITH THE LEGEND FREDERICK ON THE NORTHEAST
 EM0922'SIDE OF IT.  IT IS SUPPORTED BY TEN LEGS AND IS ABOUT 100
 EM0922'FEET HIGH.  IT IS ON THE NORTH SIDE OF THE TOWN AND JUST
 EM0922'WEST OF THE SEVENTH STREET EXTENTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0926 ***********************************************************************
 EM0926  DESIGNATION -  FREDERICK OKLA COMPRESS CO TK
 EM0926  PID         -  EM0926
 EM0926  STATE/COUNTY-  OK/TILLMAN
 EM0926  COUNTRY     -  US
 EM0926  USGS QUAD   -  FREDERICK (2018)
 EM0926
 EM0926                         *CURRENT SURVEY CONTROL
 EM0926  ______________________________________________________________________
 EM0926* NAD 83(1993) POSITION- 34 22 57.94092(N) 099 01 30.54652(W)   ADJUSTED
 EM0926  ______________________________________________________________________
 EM0926  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 EM0926  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 EM0926  HORZ ORDER      -  THIRD
 EM0926
 EM0926.The horizontal coordinates were established by classical geodetic methods
 EM0926.and adjusted by the National Geodetic Survey in November 1994.
 EM0926
 EM0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0926.GEOID18 height accuracy estimate available here.
 EM0926
 EM0926.Click photographs - Photos may exist for this station.
 EM0926
 EM0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0926
 EM0926. The following values were computed from the NAD 83(1993) position.
 EM0926
 EM0926;                    North         East     Units Scale Factor Converg.
 EM0926;SPC OK S     -   116,884.541   505,725.554   MT  0.99994209   -0 34 54.8
 EM0926;SPC OK S     -   383,478.70  1,659,201.26   sFT  0.99994209   -0 34 54.8
 EM0926;UTM  14      - 3,804,597.410   497,687.755   MT  0.99960007   -0 00 51.1
 EM0926
 EM0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9768704597(NAD 83)
 EM0926
 EM0926                          SUPERSEDED SURVEY CONTROL
 EM0926
 EM0926  NAD 83(1986)-  34 22 57.94761(N)    099 01 30.53473(W) AD(       ) 3
 EM0926  NAD 27      -  34 22 57.65600(N)    099 01 29.25500(W) AD(       ) 3
 EM0926
 EM0926.Superseded values are not recommended for survey control.
 EM0926
 EM0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0926.See file dsdata.pdf to determine how the superseded data were derived.
 EM0926
 EM0926_MARKER: 53 = ELEVATED TANK
 EM0926
 EM0926  HISTORY     - Date     Condition        Report By
 EM0926  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0926  HISTORY     - 1948     GOOD             CGS
 EM0926
 EM0926                          STATION DESCRIPTION
 EM0926
 EM0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0926'OBJECT OBSERVED UPON WAS FINIAL OF WATER TANK OWNED BY
 EM0926'FREDERICK COMPRESS.  IT IS 4 BLOCKS S AND 3 BLOCKS W OF S
 EM0926'SIDE OF COURTHOUSE, IN FREDERICK.
 EM0926'
 EM0926'STATION WAS OBSERVED UPON FROM STATIONS HEADRICK, HESS,
 EM0926'SNYDER, FREDERICK, HARRISON, RED BLUFF AND KNUCKLES.
 EM0926
 EM0926                          STATION RECOVERY (1948)
 EM0926
 EM0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0926'LOCATED IN THE SOUTHWEST SECTION OF TOWN, JUST NORTH OF A
 EM0926'LARGE GALVANIZED TIN ROOFED BUILDING AND 198 FEET NORTHWEST
 EM0926'OF A Y IN THE RAILROAD TRACKS.
 EM0926'
 EM0926'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, WITH A
 EM0926'CONICAL SHAPED TOP WITH A SMALL BALL AT THE APEX.  THE POINT
 EM0926'OBSERVED UPON WAS THE APEX OF THE TANK.
 EM0926'
 EM0926'THE HEIGHT IS 141.6 FEET.
 EM0926'
 EM0926'PROBABLY THE SAME STATION AS FREDERICK, FREDERICK COMPRESS,
 EM0926'WEST TANK, 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0925 ***********************************************************************
 EM0925  DESIGNATION -  FREDERICK RESET
 EM0925  PID         -  EM0925
 EM0925  STATE/COUNTY-  OK/TILLMAN
 EM0925  COUNTRY     -  US
 EM0925  USGS QUAD   -  FREDERICK (2018)
 EM0925
 EM0925                         *CURRENT SURVEY CONTROL
 EM0925  ______________________________________________________________________
 EM0925* NAD 83(2011) POSITION- 34 24 04.60978(N) 099 01 23.30454(W)   ADJUSTED
 EM0925* NAD 83(2011) ELLIP HT-   391.254 (meters)        (06/27/12)   ADJUSTED
 EM0925* NAD 83(2011) EPOCH   -  2010.00
 EM0925* NAVD 88 ORTHO HEIGHT -   418.75  (+/-2cm)     1373.8   (feet) VERTCON3
 EM0925  ______________________________________________________________________
 EM0925  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 EM0925  NAD 83(2011) X  -   -826,286.095 (meters)                     COMP
 EM0925  NAD 83(2011) Y  - -5,203,363.072 (meters)                     COMP
 EM0925  NAD 83(2011) Z  -  3,583,482.641 (meters)                     COMP
 EM0925  LAPLACE CORR    -          3.65  (seconds)                    DEFLEC18
 EM0925  VERT ORDER      -  THIRD ? (See Below)
 EM0925
 EM0925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0925  Standards:
 EM0925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0925  -------------------------------------------------------------------
 EM0925  NETWORK    9.17   9.35           3.57   3.74   4.77     -0.40568555
 EM0925  -------------------------------------------------------------------
 EM0925  Click here for local accuracies and other accuracy information.
 EM0925
 EM0925.The horizontal coordinates were established by GPS observations
 EM0925.and adjusted by the National Geodetic Survey in June 2012.
 EM0925
 EM0925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0925.been affixed to the stable North American tectonic plate. See 
 EM0925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0925
 EM0925.The horizontal coordinates are valid at the epoch date displayed above
 EM0925.which is a decimal equivalence of Year/Month/Day.
 EM0925
 EM0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0925
 EM0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0925.GEOID18 height accuracy estimate available here.
 EM0925
 EM0925.The vertical order pertains to the NGVD 29 superseded value.
 EM0925
 EM0925.Click photographs - Photos may exist for this station.
 EM0925
 EM0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0925
 EM0925.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0925
 EM0925.The ellipsoidal height was determined by GPS observations
 EM0925.and is referenced to NAD 83.
 EM0925
 EM0925. The following values were computed from the NAD 83(2011) position.
 EM0925
 EM0925;                    North         East     Units Scale Factor Converg.
 EM0925;SPC OK S     -   118,936.756   505,931.364   MT  0.99994101   -0 34 50.7
 EM0925;SPC OK S     -   390,211.67  1,659,876.48   sFT  0.99994101   -0 34 50.7
 EM0925;UTM  14      - 3,806,650.862   497,873.158   MT  0.99960006   -0 00 47.1
 EM0925
 EM0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0925!SPC OK S     -   0.99993859  x   0.99994101  =   0.99987960
 EM0925!UTM  14      -   0.99993859  x   0.99960006  =   0.99953867
 EM0925
 EM0925:                Primary Azimuth Mark                     Grid Az
 EM0925:SPC OK S     -  FREDERICK AZ MK 2                        071 32 16.5
 EM0925:UTM  14      -  FREDERICK AZ MK 2                        070 58 12.9
 EM0925
 EM0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9787306650(NAD 83)
 EM0925
 EM0925|---------------------------------------------------------------------|
 EM0925| PID    Reference Object                     Distance      Geod. Az  |
 EM0925|                                                           dddmmss.s |
 EM0925| CX7233 FREDERICK RM 4                       29.325 METERS 01118     |
 EM0925| CX7228 FREDERICK AZ MK 2                                  0705725.8 |
 EM0925| CX7230 FREDERICK RM 1                       26.752 METERS 07932     |
 EM0925| EM0733 CHATTANOOGA MUNICIPAL TANK          APPROX.33.7 KM 0861654.8 |
 EM0925| CX7227 FREDERICK AZ MK                                    0862844.2 |
 EM0925| CX7234 FREDERICK RM 5                       35.817 METERS 10128     |
 EM0925| EM0922 FREDERICK N MUNICIPAL TANK          180.209 METERS 10746     |
 EM0925| EM0786 HOLLISTER MUNICIPAL TANK            APPROX.15.3 KM 1142200.8 |
 EM0925| CX7229 FREDERICK RM                        142.805 METERS 17009     |
 EM0925| CX7231 FREDERICK RM 2                                     17010     |
 EM0925| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX. 2.4 KM 1792900.1 |
 EM0925| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX. 2.1 KM 1850846.0 |
 EM0925| EM0924 FREDERICK MUNICIPAL TANK            APPROX. 1.3 KM 1853322.7 |
 EM0925| CX7232 FREDERICK RM 3                       23.356 METERS 18737     |
 EM0925| EM0873 TIPTON MUNICIPAL TANK               APPROX.15.8 KM 3161626.0 |
 EM0925|---------------------------------------------------------------------|
 EM0925
 EM0925                          SUPERSEDED SURVEY CONTROL
 EM0925
 EM0925  NAD 83(2007)-  34 24 04.60963(N)    099 01 23.30498(W) AD(2002.00) 0
 EM0925  ELLIP H (02/10/07)  391.277  (m)                       GP(2002.00)    
 EM0925  ELLIP H (06/19/02)  391.326  (m)                       GP(       ) 5 1
 EM0925  NAD 83(1993)-  34 24 04.61036(N)    099 01 23.30491(W) AD(       ) 1
 EM0925  ELLIP H (11/28/94)  391.365  (m)                       GP(       ) 5 1
 EM0925  NAD 83(1986)-  34 24 04.61734(N)    099 01 23.29266(W) AD(       ) 1
 EM0925  NAD 27      -  34 24 04.32400(N)    099 01 22.01400(W) AD(       ) 1
 EM0925  USSD        -  34 24 04.28700(N)    099 01 22.41800(W) AD(       ) 3
 EM0925  NGVD 29             418.60   (m)         1373.4    (f) LEVELING    3  
 EM0925
 EM0925.Superseded values are not recommended for survey control.
 EM0925
 EM0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0925.See file dsdata.pdf to determine how the superseded data were derived.
 EM0925
 EM0925_MARKER: DS = TRIANGULATION STATION DISK
 EM0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0925_STAMPING: FREDERICK 1923
 EM0925_MARK LOGO: CGS
 EM0925_PROJECTION: RECESSED 36 CENTIMETERS
 EM0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0925+STABILITY: SURFACE MOTION
 EM0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0925+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM0925
 EM0925  HISTORY     - Date     Condition        Report By
 EM0925  HISTORY     - 1961     MONUMENTED       CGS
 EM0925  HISTORY     - 1963     GOOD             CGS
 EM0925  HISTORY     - 1971     GOOD             OKDH
 EM0925  HISTORY     - 1983     GOOD             LOCENG
 EM0925  HISTORY     - 1988     GOOD             NGS
 EM0925
 EM0925                          STATION DESCRIPTION
 EM0925
 EM0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0925'THE STATION WAS RECOVERED AND WAS LOWERED 14 INCHES BELOW
 EM0925'THE SURFACE OF THE GROUND.  THE REFERENCE MARKS WERE FOUND
 EM0925'DESTROYED AND REFERENCE MARKS 4 AND 5 WERE SET.  A NEW
 EM0925'AZIMUTH MARK WAS SET AS A HOUSE NOW OBSTRUCTS THE OLD AZIMUTH
 EM0925'MARK.  A NEW DESCRIPTION FOLLOWS.
 EM0925'
 EM0925'THE STATION IS ABOUT 1 BLOCK WEST OF THE MUNICIPAL WATER
 EM0925'TANK AND AT THE NORTHERN EDGE OF THE TOWN OF FREDERICK.
 EM0925'
 EM0925'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 EM0925'IN FREDERICK, GO WEST FOR 4 BLOCKS TO 5TH STREET.  TURN
 EM0925'RIGHT, NORTH, AND GO TO THE END OF THE STREET.  PACK ABOUT 500
 EM0925'YARDS NORTH TO THE STATION AS DESCRIBED.  IT IS 263 FEET
 EM0925'NORTH OF THE NORTHWEST CORNER OF A METAL COVERED BARN, 117
 EM0925'FEET WEST OF A FENCE AND 97 FEET SOUTH OF A FENCE CORNER.
 EM0925'THE MONUMENT IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 EM0925'AND THE DISK IS STAMPED FREDERICK 1923.
 EM0925'
 EM0925'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A FENCE AND 8 FEET
 EM0925'EAST OF A FENCE CORNER.  THE MONUMENT PROJECTS 8 INCHES AND
 EM0925'THE DISK IS STAMPED FREDERICK NO 4 1935.
 EM0925'
 EM0925'REFERENCE MARK NO 5 IS 119 FEET SOUTH OF A FENCE CORNER AND
 EM0925'1 WEST OF A FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 EM0925'IS STAMPED FREDERICK NO 5 1923.
 EM0925'
 EM0925'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE SIDE
 EM0925'WALL OF A CONCRETE CULVERT ON THE NORTH SIDE OF A PAVED
 EM0925'STREET.  THE DISK IS STAMPED FREDERICK 1961.
 EM0925'
 EM0925'TO REACH THE AZIMUTH MARK FROM THE NORTHEAST CORNER OF THE
 EM0925'COURTHOUSE, GO NORTH ON U.S. HIGHWAY 183 FOR 0.8 MILE TO
 EM0925'THE STREET LEADING TO THE TILLMAN MEMORIAL HOSPITAL AND
 EM0925'THE AZIMUTH MARK IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 EM0925
 EM0925                          STATION RECOVERY (1963)
 EM0925
 EM0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0925'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 EM0925'DESCRIBED IN THE 1961 DESCRIPTION.
 EM0925
 EM0925                          STATION RECOVERY (1971)
 EM0925
 EM0925'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0925'FREDERICK 1923 RECOVERED IN GOOD CONDITION.
 EM0925'
 EM0925'FREDERICK AZIMUTH RECOVERED IN GOOD CONDITION.
 EM0925'
 EM0925'FREDERICK R.M. NO. 4 RECOVERED IN GOOD CONDITION.
 EM0925'
 EM0925'FREDERICK R.M. NO. 5 RECOVERED IN GOOD CONDITION.
 EM0925
 EM0925                          STATION RECOVERY (1983)
 EM0925
 EM0925'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (PS)
 EM0925'FREDERICK 1923 RECOVERED GOOD.
 EM0925'
 EM0925'FOUND STATION, RM NO. 4, RM NO. 5, AND AZIMUTH MARK 1961 AS DESCRIBED
 EM0925'BY N.E. SYLAR IN 1961.  I WAS ABLE TO DRIVE TO THE STATION BY
 EM0925'DRIVING NORTH ALONG THE EAST SIDE OF A CHAIN LINK FENCE FROM THE
 EM0925'NORTH END OF 5TH STREET IN FREDERICK.
 EM0925'
 EM0925'MEASURED DISTANCE TO AZIMUTH MARK 1961 IS 2257.84 FEET.  ATTEMPTED TO
 EM0925'SHOOT DISTANCE TO 25DI TT 1934 BUT THERE IS A LARGE EVERGREEN TREE
 EM0925'IN THE WAY.
 EM0925
 EM0925                          STATION RECOVERY (1988)
 EM0925
 EM0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0925'THE STATION WAS RECOVERED AT THIS DATE.
 EM0925'REFERENCE MARKS 4 AND 5 WERE LOCATED FOR PURPOSE OF LOCATING
 EM0925'STATION BUT NOT DESCRIBED.
 EM0925'
 EM0925'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 EM0925'NORTH-NORTHWEST OF FREDERICK AND ON PROPERTY OWNED BY MR TOM
 EM0925'MAHANAY.
 EM0925'OWNERSHIP--MR TOM MAHANAY, PHONE 405-335-5191.
 EM0925'SEVERAL ATTEMPTS WERE MADE TO CALL MR MAHANAY TO OBTAIN HIS ADRESS
 EM0925'BUT HAD NO LUCK.
 EM0925'
 EM0925'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 5 AND
 EM0925'US HIGHWAY 183 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN
 EM0925'FREDERICK, GO WEST ON GLADSTONE FOR 0.6 KM (0.35 MI) TO FIFTH
 EM0925'STREET.  TURN RIGHT AND GO NORTH ON FIFTH STREET FOR 0.8 KM (0.5
 EM0925'MI) TO A T-INTERSECTION, WEST MARY STREET.  CROSS WEST MARY STREET
 EM0925'TO AN ELECTRIC GATE ACROSS A DIRT ROAD RUNNING NORTH ALONGSIDE A
 EM0925'CHAINLINK FENCE.  WITH OWNERS PERMISSION PROCEED THROUGH THE GATE
 EM0925'AND GO NORTH FOR 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 EM0925'
 EM0925'THE STATION MARK IS A STANDARD CGS STATION MARK DISK
 EM0925'STAMPED---FREDERICK 1923---, SET IN THE TOP OF A SQUARE CONCRETE
 EM0925'MONUMENT.  LOCATED 35.8 METERS (117.6 FT) WEST FROM RM 5 AND 29.3
 EM0925'METERS (96.2 FT) SOUTH FROM RM 4.
 EM0925'THE 1923 DESCRIPTION STATES THAT THERE WAS AN UNDERGROUND MARK SET.
 EM0925'
 EM0925'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0925'
 EM0925'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0925'
 EM0925'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0923 ***********************************************************************
 EM0923  DESIGNATION -  FREDERICK TRADERS COMPRESS TK
 EM0923  PID         -  EM0923
 EM0923  STATE/COUNTY-  OK/TILLMAN
 EM0923  COUNTRY     -  US
 EM0923  USGS QUAD   -  FREDERICK (2018)
 EM0923
 EM0923                         *CURRENT SURVEY CONTROL
 EM0923  ______________________________________________________________________
 EM0923* NAD 83(1993) POSITION- 34 22 46.95662(N) 099 01 22.45986(W)   ADJUSTED
 EM0923  ______________________________________________________________________
 EM0923  GEOID HEIGHT    -        -27.517 (meters)                     GEOID18
 EM0923  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC18
 EM0923  HORZ ORDER      -  THIRD
 EM0923
 EM0923.The horizontal coordinates were established by classical geodetic methods
 EM0923.and adjusted by the National Geodetic Survey in November 1994.
 EM0923
 EM0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0923.GEOID18 height accuracy estimate available here.
 EM0923
 EM0923.Click photographs - Photos may exist for this station.
 EM0923
 EM0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0923
 EM0923. The following values were computed from the NAD 83(1993) position.
 EM0923
 EM0923;                    North         East     Units Scale Factor Converg.
 EM0923;SPC OK S     -   116,544.016   505,928.690   MT  0.99994228   -0 34 50.2
 EM0923;SPC OK S     -   382,361.49  1,659,867.71   sFT  0.99994228   -0 34 50.2
 EM0923;UTM  14      - 3,804,259.030   497,894.184   MT  0.99960005   -0 00 46.6
 EM0923
 EM0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9789404259(NAD 83)
 EM0923
 EM0923                          SUPERSEDED SURVEY CONTROL
 EM0923
 EM0923  NAD 83(1986)-  34 22 46.96326(N)    099 01 22.44808(W) AD(       ) 3
 EM0923  NAD 27      -  34 22 46.67400(N)    099 01 21.16900(W) AD(       ) 3
 EM0923
 EM0923.Superseded values are not recommended for survey control.
 EM0923
 EM0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0923.See file dsdata.pdf to determine how the superseded data were derived.
 EM0923
 EM0923_MARKER: 53 = ELEVATED TANK
 EM0923
 EM0923  HISTORY     - Date     Condition        Report By
 EM0923  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0923  HISTORY     - 1948     GOOD             CGS
 EM0923
 EM0923                          STATION DESCRIPTION
 EM0923
 EM0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0923'OBJECT OBSERVED UPON WAS FINIAL OF WATER TANK OWNED BY
 EM0923'FREDERICK COMPRESS.  IT IS 5 BLOCKS S AND 2 BLOCKS W OF S SIDE
 EM0923'OF COURTHOUSE IN FREDERICK.
 EM0923'
 EM0923'STATION WAS OBSERVED FROM STATIONS HEADRICK, HESS SNYDER,
 EM0923'FREDERICK, HARRISON, RED BLUFF AND KNUCKLES.
 EM0923
 EM0923                          STATION RECOVERY (1948)
 EM0923
 EM0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0923'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF FREDERICK
 EM0923'AND IS 130 FEET WEST OF THE MISSOURI, KANSAS AND TEXAS RAILROAD
 EM0923'TRACKS.  IT IS A BLACK ELEVATED TANK SUPPORTED BY A FOUR
 EM0923'LEGGED STEEL STRUCTURE.  ITS OVERALL HEIGHT IS 153 FEET.
 EM0923'THE BALL AT THE APEX OF TANK WAS OBSERVED.
 EM0923'
 EM0923'PROBABLY THE SAME STATION AS FREDERICK, FREDERICK COMPRESS,
 EM0923'EAST TANK, 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1068 ***********************************************************************
 EM1068  DESIGNATION -  FREDPORT
 EM1068  PID         -  EM1068
 EM1068  STATE/COUNTY-  OK/TILLMAN
 EM1068  COUNTRY     -  US
 EM1068  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM1068
 EM1068                         *CURRENT SURVEY CONTROL
 EM1068  ______________________________________________________________________
 EM1068* NAD 83(1993) POSITION- 34 21 33.36182(N) 098 59 28.51388(W)   ADJUSTED
 EM1068* NAD 83(1993) ELLIP HT-   353.521 (meters)        (11/28/94)   ADJUSTED
 EM1068* NAVD 88 ORTHO HEIGHT -   380.8   (meters)     1249.    (feet) VERTCON3
 EM1068  ______________________________________________________________________
 EM1068  GEOID HEIGHT    -        -27.523 (meters)                     GEOID18
 EM1068  NAD 83(1993) X  -   -823,796.637 (meters)                     COMP
 EM1068  NAD 83(1993) Y  - -5,206,390.876 (meters)                     COMP
 EM1068  NAD 83(1993) Z  -  3,579,614.755 (meters)                     COMP
 EM1068  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 EM1068  HORZ ORDER      -  SECOND
 EM1068  ELLP ORDER      -  FIFTH     CLASS I
 EM1068
 EM1068.This mark is at Frederick Airport (FDR)
 EM1068
 EM1068.The horizontal coordinates were established by GPS observations
 EM1068.and adjusted by the National Geodetic Survey in November 1994.
 EM1068
 EM1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1068
 EM1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1068.GEOID18 height accuracy estimate available here.
 EM1068
 EM1068.Click photographs - Photos may exist for this station.
 EM1068
 EM1068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1068
 EM1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1068
 EM1068.The ellipsoidal height was determined by GPS observations
 EM1068.and is referenced to NAD 83.
 EM1068
 EM1068. The following values were computed from the NAD 83(1993) position.
 EM1068
 EM1068;                    North         East     Units Scale Factor Converg.
 EM1068;SPC OK S     -   114,247.490   508,817.166   MT  0.99994361   -0 33 45.5
 EM1068;SPC OK S     -   374,826.97  1,669,344.32   sFT  0.99994361   -0 33 45.5
 EM1068;UTM  14      - 3,801,992.011   500,804.271   MT  0.99960001   +0 00 17.8
 EM1068
 EM1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1068!SPC OK S     -   0.99994451  x   0.99994361  =   0.99988812
 EM1068!UTM  14      -   0.99994451  x   0.99960001  =   0.99954454
 EM1068
 EM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0080401992(NAD 83)
 EM1068
 EM1068                          SUPERSEDED SURVEY CONTROL
 EM1068
 EM1068  NAD 83(1986)-  34 21 33.36770(N)    098 59 28.50151(W) AD(       ) 2
 EM1068  NGVD 29 (11/30/89)  380.7    (m)  RAPSU86  model used  GPS OBS        
 EM1068
 EM1068.Superseded values are not recommended for survey control.
 EM1068
 EM1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1068.See file dsdata.pdf to determine how the superseded data were derived.
 EM1068
 EM1068_MARKER: I = METAL ROD
 EM1068_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1068_STAMPING: FREDPORT 1989
 EM1068_MARK LOGO: NGS
 EM1068_PROJECTION: FLUSH
 EM1068_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1068+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EM1068_ROD/PIPE-DEPTH: 2.9 meters
 EM1068_SLEEVE-DEPTH  : 1.0 meters
 EM1068
 EM1068  HISTORY     - Date     Condition        Report By
 EM1068  HISTORY     - 1989     MONUMENTED       NGS
 EM1068
 EM1068                          STATION DESCRIPTION
 EM1068
 EM1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1068'THE STATION IS LOCATED ABOUT 14.9 KM (9.25 MI) NORTHEAST OF DAVIDSON,
 EM1068'5.7 KM (3.55 MI) SOUTHEAST OF FREDERICK, AND 4.5 KM (2.80 MI) SOUTH OF
 EM1068'STATE HIGHWAY 5, AT THE FREDERICK MUNICIPAL AIRPORT, ALONG THE WEST
 EM1068'SIDE OF THE PARALLEL TAXIWAY FOR RUNWAY 17R-35L IN A GRASSY AREA AT
 EM1068'THE JUNCTION OF THE PARALLEL TAXIWAY AND THE SOUTHEAST END OF THE
 EM1068'NORTHWEST ANGLE OF THE CONCRETE APRON.  OWNERSHIP--CITY OF FREDERICK,
 EM1068'P.O.BOX 399, FREDERICK OK 73542. AIRPORT MANAGER IS LYNN PINSON, PHONE
 EM1068'(405) 335-2421.
 EM1068'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 EM1068'HIGHWAY 5 IN FREDERICK, GO EAST FOR 2.2 KM (1.35 MI) ON HIGHWAY 5 TO A
 EM1068'PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 3.2 KM (2.00 MI)
 EM1068'ON THE PAVED ROAD TO A PAVED CROSSROAD.  CONTINUE SOUTH THEN SOUTHWEST
 EM1068'FOR 0.6 KM (0.35 MI) PASSING THROUGH A GATE ON THE PAVED ROAD TO A
 EM1068'PAVED CROSSROAD.  TURN LEFT AND GO EAST FOR 0.3 KM (0.20 MI) ON THE
 EM1068'AIRPORT ENTRANCE ROAD TO A CONCRETE APRON.  CONTINUE EAST FOR 0.2 KM
 EM1068'(0.10 MI) ACROSS THE APRON TO A PARALLEL TAXIWAY AND THE STATION ON
 EM1068'THE LEFT.
 EM1068'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 10 CM
 EM1068'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.9 METERS IN A GREASE
 EM1068'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1068'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1068'16.2 M (53.1 FT) WEST FROM THE CENTER OF THE PARALLEL TAXIWAY, 7.5 M
 EM1068'(24.6 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE NORTHWEST ANGLE OF
 EM1068'THE APRON, 6.0 M (19.7 FT) NORTH FROM THE NORTH EDGE OF THE CURVED
 EM1068'JUNCTION OF THE PARALLEL TAXIWAY AND THE APRON, AND 0.9 M (3.0 FT)
 EM1068'SOUTH FROM A FIBERGLASS WITNESS POST.
 EM1068'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1069 ***********************************************************************
 EM1069  DESIGNATION -  FREDPORT AZ MK
 EM1069  PID         -  EM1069
 EM1069  STATE/COUNTY-  OK/TILLMAN
 EM1069  COUNTRY     -  US
 EM1069  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM1069
 EM1069                         *CURRENT SURVEY CONTROL
 EM1069  ______________________________________________________________________
 EM1069* NAD 83(1993) POSITION- 34 20 46.27942(N) 098 59 28.48627(W)   ADJUSTED
 EM1069* NAD 83(1993) ELLIP HT-   348.773 (meters)        (11/28/94)   ADJUSTED
 EM1069* NAVD 88 ORTHO HEIGHT -   376.2   (meters)     1234.    (feet) VERTCON3
 EM1069  ______________________________________________________________________
 EM1069  GEOID HEIGHT    -        -27.572 (meters)                     GEOID18
 EM1069  NAD 83(1993) X  -   -823,923.277 (meters)                     COMP
 EM1069  NAD 83(1993) Y  - -5,207,195.752 (meters)                     COMP
 EM1069  NAD 83(1993) Z  -  3,578,414.279 (meters)                     COMP
 EM1069  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 EM1069  HORZ ORDER      -  SECOND
 EM1069  ELLP ORDER      -  FIFTH     CLASS I
 EM1069
 EM1069.This mark is at Frederick Airport (FDR)
 EM1069
 EM1069.The horizontal coordinates were established by GPS observations
 EM1069.and adjusted by the National Geodetic Survey in November 1994.
 EM1069
 EM1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1069
 EM1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1069.GEOID18 height accuracy estimate available here.
 EM1069
 EM1069.Click photographs - Photos may exist for this station.
 EM1069
 EM1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1069
 EM1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1069
 EM1069.The ellipsoidal height was determined by GPS observations
 EM1069.and is referenced to NAD 83.
 EM1069
 EM1069. The following values were computed from the NAD 83(1993) position.
 EM1069
 EM1069;                    North         East     Units Scale Factor Converg.
 EM1069;SPC OK S     -   112,796.859   508,803.626   MT  0.99994452   -0 33 45.5
 EM1069;SPC OK S     -   370,067.69  1,669,299.90   sFT  0.99994452   -0 33 45.5
 EM1069;UTM  14      - 3,800,541.816   500,805.102   MT  0.99960001   +0 00 17.8
 EM1069
 EM1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1069!SPC OK S     -   0.99994525  x   0.99994452  =   0.99988978
 EM1069!UTM  14      -   0.99994525  x   0.99960001  =   0.99954529
 EM1069
 EM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0080500541(NAD 83)
 EM1069
 EM1069                          SUPERSEDED SURVEY CONTROL
 EM1069
 EM1069  NAD 83(1986)-  34 20 46.28548(N)    098 59 28.47407(W) AD(       ) 2
 EM1069  NGVD 29 (11/30/89)  376.1    (m)  RAPSU86  model used  GPS OBS        
 EM1069
 EM1069.Superseded values are not recommended for survey control.
 EM1069
 EM1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1069.See file dsdata.pdf to determine how the superseded data were derived.
 EM1069
 EM1069_MARKER: I = METAL ROD
 EM1069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1069_STAMPING: FREDPORT AZ MK 1989
 EM1069_MARK LOGO: NGS
 EM1069_PROJECTION: FLUSH
 EM1069_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1069+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EM1069_ROD/PIPE-DEPTH: 3.8 meters
 EM1069_SLEEVE-DEPTH  : 1.0 meters
 EM1069
 EM1069  HISTORY     - Date     Condition        Report By
 EM1069  HISTORY     - 1989     MONUMENTED       NGS
 EM1069
 EM1069                          STATION DESCRIPTION
 EM1069
 EM1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1069'THE STATION IS LOCATED ABOUT 14.9 KM (9.25 MI) NORTHEAST OF DAVIDSON,
 EM1069'5.7 KM (3.55 MI) SOUTHEAST OF FREDERICK, AND 4.5 KM (2.80 MI) SOUTH OF
 EM1069'STATE HIGHWAY 5, AT THE FREDERICK MUNICIPAL AIRPORT, ALONG THE WEST
 EM1069'SIDE OF THE PARALLEL TAXIWAY FOR RUNWAY 17R-35L IN A GRASSY AREA AT
 EM1069'THE JUNCTION OF THE PARALLEL TAXIWAY AND THE SOUTHEAST CORNER OF THE
 EM1069'APRON.  OWNERSHIP--CITY OF FREDERICK, P.O.BOX 399, FREDERICK OK 73542.
 EM1069'AIRPORT MANAGER IS LYNN PINSON.  PHONE NUMBER (405) 335-2421.
 EM1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 EM1069'HIGHWAY 5 IN FREDERICK, GO EAST FOR 2.2 KM (1.35 MI) ON HIGHWAY 5 TO A
 EM1069'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 3.2 KM
 EM1069'(2.00 MI) ON THE PAVED ROAD TO A PAVED CROSSROAD.  CONTINUE SOUTH THEN
 EM1069'SOUTHWEST FOR 0.6 KM (0.35 MI) PASSING THROUGH A GATE ON THE PAVED
 EM1069'ROAD TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST FOR 0.3 KM
 EM1069'(0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO THE CONCRETE APRON. CONTINUE
 EM1069'EAST FOR 0.2 KM (0.10 MI) ACROSS THE APRON TO A PARALLEL TAXIWAY.
 EM1069'TURN RIGHT AND GO SOUTH FOR 1.45 KM (0.90 MI) ON THE PARALLEL TAXIWAY
 EM1069'TO THE STATION ON THE RIGHT JUST PAST THE SOUTH END OF THE PAVED OVER
 EM1069'PORTION OF THE CONCRETE APRON.
 EM1069'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EM1069'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 EM1069'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1069'COVERED BY A STANDAED NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1069'15.2 M (49.9 FT) WEST FROM THE CENTER OF THE PARALLEL TAXIWAY, 7.0 M
 EM1069'(23.0 FT) SOUTH FROM THE SOUTH EDGE OF THE APRON, 4.7 M (15.4 FT)
 EM1069'SOUTHWEST FROM THE SOUTHWEST EDGE OF THE CURVED JUNCTION OF THE
 EM1069'PARALLEL TAXIWAY AND APRON, AND 0.7 M (2.3 FT) NORTH FROM A FIBERGLASS
 EM1069'WITNESS POST.
 EM1069'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0870 ***********************************************************************
 EL0870  DESIGNATION -  FREE
 EL0870  PID         -  EL0870
 EL0870  STATE/COUNTY-  OK/MCCLAIN
 EL0870  COUNTRY     -  US
 EL0870  USGS QUAD   -  WAYNE (2018)
 EL0870
 EL0870                         *CURRENT SURVEY CONTROL
 EL0870  ______________________________________________________________________
 EL0870* NAD 83(1993) POSITION- 34 57 30.54124(N) 097 22 16.14336(W)   ADJUSTED
 EL0870* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 EL0870  ______________________________________________________________________
 EL0870  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 EL0870  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 EL0870  HORZ ORDER      -  THIRD
 EL0870
 EL0870.The horizontal coordinates were established by classical geodetic methods
 EL0870.and adjusted by the National Geodetic Survey in November 1994.
 EL0870
 EL0870.The orthometric height was scaled from a topographic map.
 EL0870
 EL0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0870.GEOID18 height accuracy estimate available here.
 EL0870
 EL0870.Click photographs - Photos may exist for this station.
 EL0870
 EL0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0870
 EL0870. The following values were computed from the NAD 83(1993) position.
 EL0870
 EL0870;                    North         East     Units Scale Factor Converg.
 EL0870;SPC OK S     -   180,448.463   657,432.631   MT  0.99995721   +0 21 25.0
 EL0870;SPC OK S     -   592,021.33  2,156,926.89   sFT  0.99995721   +0 21 25.0
 EL0870;UTM  14      - 3,869,650.512   648,717.144   MT  0.99987259   +0 56 00.5
 EL0870
 EL0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0870!SPC OK S     -   0.99994741  x   0.99995721  =   0.99990462
 EL0870!UTM  14      -   0.99994741  x   0.99987259  =   0.99982001
 EL0870
 EL0870:                Primary Azimuth Mark                     Grid Az
 EL0870:SPC OK S     -  FREE AZ MK                               359 50 10.3
 EL0870:UTM  14      -  FREE AZ MK                               359 15 34.8
 EL0870
 EL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4871769650(NAD 83)
 EL0870
 EL0870|---------------------------------------------------------------------|
 EL0870| PID    Reference Object                     Distance      Geod. Az  |
 EL0870|                                                           dddmmss.s |
 EL0870| CY1903 FREE AZ MK                                         0001135.3 |
 EL0870| FJ0932 PURCELL NORTH MUNICIPAL TANK        APPROX. 7.2 KM 0064629.0 |
 EL0870| FJ0934 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 7.3 KM 0310154.6 |
 EL0870| CY1904 FREE RM 1                            10.832 METERS 04134     |
 EL0870| FJ0923 CENTRAL STATE HOSP NW TANK          APPROX.15.9 KM 0650921.8 |
 EL0870| EL0868 WAYNE MUNICIPAL TANK                APPROX. 6.5 KM 1302751.5 |
 EL0870| CY1905 FREE RM 2                            11.454 METERS 14125     |
 EL0870| EL0869 ATT TV RELAY TOWER KKH 70           APPROX. 2.7 KM 1683630.1 |
 EL0870|---------------------------------------------------------------------|
 EL0870
 EL0870                          SUPERSEDED SURVEY CONTROL
 EL0870
 EL0870  NAD 83(1986)-  34 57 30.54687(N)    097 22 16.12819(W) AD(       ) 3
 EL0870  NAD 27      -  34 57 30.28353(N)    097 22 15.02489(W) AD(       ) 3
 EL0870
 EL0870.Superseded values are not recommended for survey control.
 EL0870
 EL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0870.See file dsdata.pdf to determine how the superseded data were derived.
 EL0870
 EL0870_MARKER: DS = TRIANGULATION STATION DISK
 EL0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0870_STAMPING: FREE 1957
 EL0870_MARK LOGO: CGS
 EL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0870+STABILITY: SURFACE MOTION
 EL0870
 EL0870  HISTORY     - Date     Condition        Report By
 EL0870  HISTORY     - 1957     MONUMENTED       CGS
 EL0870
 EL0870                          STATION DESCRIPTION
 EL0870
 EL0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0870'STATION IS ABOUT 4 MILES SOUTH OF PURCELL, ON THE HIGHEST POINT
 EL0870'IN THE IMMEDIATE VICINITY, AT THE EAST EDGE OF PASTURE LAND
 EL0870'OWNED BY DR. A.L. ROYSTER OF PURCELL, AT THE SITE OF A STOCK
 EL0870'SHELTER, IN THE SOUTHEAST CORNER OF A CORRAL AND IN SECTION 26,
 EL0870'T 6 N, R 2 W.
 EL0870'
 EL0870'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 EL0870'STATE HIGHWAY 74, ABOUT 2 MILES SOUTH OF PURCELL, BY GOING
 EL0870'SOUTHWEST ON HIGHWAY 74 FOR 0.2 MILE TO A CROSSROADS, TURN LEFT
 EL0870'AND GO SOUTH ON A GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH
 EL0870'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 EL0870'1.0 MILE TO THE TOP OF A HILL, THE STOCK SHELTER AND THE STATION
 EL0870'ON THE RIGHT.
 EL0870'
 EL0870'STATION MARKS ARE STANDARD DISKS, STAMPED FREE 1957.  THE
 EL0870'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 EL0870'3 INCHES.  IT IS 520 FEET NORTH OF THE CENTER OF A CROSSROADS,
 EL0870'98 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STOCK SHELTER,
 EL0870'62 FEET SOUTHWEST OF A POWERLINE POLE, 48 FEET WEST OF THE
 EL0870'CENTER OF THE GRAVELED ROAD, 28 FEET WEST OF A RIGHT-OF-WAY
 EL0870'FENCE AND 25 FEET NORTHWEST OF THE EAST END OF A BOARD GATE.
 EL0870'A WITNESS POST WAS SET 37 FEET NORTHEAST OF THE MARK.  THE
 EL0870'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EL0870'34 INCHES BELOW THE GROUND SURFACE.
 EL0870'
 EL0870'REFERENCE 1 IS A STANDARD DISK, STAMPED FREE NO 1 1957,
 EL0870'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EL0870'29 FEET SOUTH OF THE POWERLINE POLE, 25 FEET WEST OF THE
 EL0870'CENTER OF THE ROAD, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE
 EL0870'AND 2 FEET SOUTH OF THE WITNESS POST.
 EL0870'
 EL0870'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FREE NO 2 1957, SET
 EL0870'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EL0870'85 FEET SOUTH OF THE POWERLINE POLE, 25 FEET WEST OF THE CENTER
 EL0870'OF THE ROAD AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 EL0870'
 EL0870'AZIMUTH MARK IS A STANDARD DISK, STAMPED FREE 1957, SET IN A
 EL0870'10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 335 FEET
 EL0870'NORTH OF THE CENTER OF A SIDE ROAD LEADING WEST, 40 FEET WEST
 EL0870'OF THE CENTER OF THE MAIN ROAD, 4 FEET WEST OF A POWERLINE
 EL0870'POLE, AND 3 FEET WEST OF A RIGHT-OF-WAY FENCE.  A WHITE WITNESS
 EL0870'POST WAS SET 2 FEET EAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0641 ***********************************************************************
 GJ0641  DESIGNATION -  FREEDOM
 GJ0641  PID         -  GJ0641
 GJ0641  STATE/COUNTY-  OK/WOODS
 GJ0641  COUNTRY     -  US
 GJ0641  USGS QUAD   -  FREEDOM (2018)
 GJ0641
 GJ0641                         *CURRENT SURVEY CONTROL
 GJ0641  ______________________________________________________________________
 GJ0641* NAD 83(1997) POSITION- 36 45 17.38358(N) 099 03 22.09064(W)   ADJUSTED
 GJ0641* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 GJ0641  ______________________________________________________________________
 GJ0641  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 GJ0641  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 GJ0641  HORZ ORDER      -  FIRST
 GJ0641
 GJ0641.The horizontal coordinates were established by classical geodetic methods
 GJ0641.and adjusted by the National Geodetic Survey in October 1998.
 GJ0641
 GJ0641.The orthometric height was scaled from a topographic map.
 GJ0641
 GJ0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0641.GEOID18 height accuracy estimate available here.
 GJ0641
 GJ0641.Click photographs - Photos may exist for this station.
 GJ0641
 GJ0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0641
 GJ0641. The following values were computed from the NAD 83(1997) position.
 GJ0641
 GJ0641;                    North         East     Units Scale Factor Converg.
 GJ0641;SPC OK N     -   195,222.464   505,692.637   MT  0.99999786   -0 37 23.8
 GJ0641;SPC OK N     -   640,492.37  1,659,093.26   sFT  0.99999786   -0 37 23.8
 GJ0641;UTM  14      - 4,067,676.760   494,989.223   MT  0.99960031   -0 02 00.9
 GJ0641
 GJ0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0641!SPC OK N     -   0.99992311  x   0.99999786  =   0.99992097
 GJ0641!UTM  14      -   0.99992311  x   0.99960031  =   0.99952345
 GJ0641
 GJ0641:                Primary Azimuth Mark                     Grid Az
 GJ0641:SPC OK N     -  FREEDOM AZ MK 2                          087 43 09.5
 GJ0641:UTM  14      -  FREEDOM AZ MK 2                          087 07 46.6
 GJ0641
 GJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9498967676(NAD 83)
 GJ0641
 GJ0641|---------------------------------------------------------------------|
 GJ0641| PID    Reference Object                     Distance      Geod. Az  |
 GJ0641|                                                           dddmmss.s |
 GJ0641| CK9641 FREEDOM AZ MK 2                                    0870545.7 |
 GJ0641| CK9640 FREEDOM AZ MK                                      0915409.0 |
 GJ0641| CK9642 FREEDOM RM 1                         25.800 METERS 13722     |
 GJ0641| CK9643 FREEDOM RM 2                         25.193 METERS 22108     |
 GJ0641|---------------------------------------------------------------------|
 GJ0641
 GJ0641                          SUPERSEDED SURVEY CONTROL
 GJ0641
 GJ0641  NAD 83(1993)-  36 45 17.38386(N)    099 03 22.09083(W) AD(       ) 1
 GJ0641  NAD 83(1986)-  36 45 17.38721(N)    099 03 22.07822(W) AD(       ) 1
 GJ0641  NAD 27      -  36 45 17.27435(N)    099 03 20.72243(W) AD(       ) 1
 GJ0641
 GJ0641.Superseded values are not recommended for survey control.
 GJ0641
 GJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0641.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0641
 GJ0641_MARKER: DS = TRIANGULATION STATION DISK
 GJ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0641_STAMPING: FREEDOM 1934
 GJ0641_MARK LOGO: CGS
 GJ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0641+STABILITY: SURFACE MOTION
 GJ0641
 GJ0641  HISTORY     - Date     Condition        Report By
 GJ0641  HISTORY     - 1934     MONUMENTED       CGS
 GJ0641  HISTORY     - 1963     GOOD             CGS
 GJ0641  HISTORY     - 1967     GOOD             CGS
 GJ0641
 GJ0641                          STATION DESCRIPTION
 GJ0641
 GJ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0641'STATION IS LOCATED IN SOUTHEAST CORNER OF SOUTHWEST QUARTER
 GJ0641'OF SEC. 5, T. 26 N., R. 17 W., ON TOP OF HIGHEST HILL IN
 GJ0641'IMMEDIATE VICINITY.  MARK IS SET ON HIGHEST POINT OF SPINE
 GJ0641'SLOPING TO THE NORTHWEST, A RAVINE ON EITHER SIDE.  MARK IS
 GJ0641'66 PACES NORTH OF CENTERLINE OF EAST-WEST ROAD, 59 PACES
 GJ0641'NORTH OF EAST-WEST FENCE LINE.
 GJ0641'
 GJ0641'REACHED FROM FREEDOM BY GOING SOUTHEAST ON ROAD ALONG RAILROAD
 GJ0641'TRACKS 1.5 MILES TO WHERE ROAD LEAVES RAILROAD AND GOES STRAIGHT
 GJ0641'EAST, CONTINUE EAST FOR 2.0 MILES TO TOP OF HILL AND STATION
 GJ0641'IN SAGE BRUSH-COVERED PASTURE LAND ON NORTH SIDE OF ROAD.
 GJ0641'
 GJ0641'REFERENCE MARK NO. 1 IS 46 PACES NORTH OF CENTERLINE OF
 GJ0641'ROAD, 39 PACES NORTH OF EAST-WEST FENCE AND ABOUT 15 FEET
 GJ0641'SOUTH OF SOUTH RIM OF RAVINE EAST OF STATION.
 GJ0641'
 GJ0641'REFERENCE MARK NO. 2 IS 49 PACES NORTH OF CENTERLINE OF
 GJ0641'ROAD, 42 PACES NORTH OF EAST-WEST FENCE AND ABOUT 25 FEET SOUTH
 GJ0641'OF SOUTH RIM OF RAVINE WEST OF STATION.
 GJ0641'
 GJ0641'AZIMUTH MARK IS 0.65 MILE EAST OF STATION.  MARK IS SET 55
 GJ0641'FEET NORTH OF CENTERLINE OF ROAD, 25 FEET WEST OF CENTERLINE OF
 GJ0641'T-ROAD NORTH, IN NORTH-SOUTH FENCE LINE.  ABOUT 0.1 MILE SOUTH
 GJ0641'OF SOUTHWEST CORNER OF SMALL CEMETERY.
 GJ0641'
 GJ0641'ALL MARKS PROJECT ABOUT 6 INCHES.
 GJ0641'
 GJ0641'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0641'BRONZE DISKS.
 GJ0641'
 GJ0641'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GJ0641
 GJ0641                          STATION RECOVERY (1963)
 GJ0641
 GJ0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0641'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 GJ0641'THE AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH MARK WAS
 GJ0641'ESTABLISHED.  FOLLOWING IS A DESCRIPTION OF THE AZIMUTH MARK.
 GJ0641'
 GJ0641'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.65
 GJ0641'MILE TO A T-ROAD NORTH, TURN LEFT, NORTH, FOR 0.05 MILE
 GJ0641'TO THE AZIMUTH MARK ON THE RIGHT.  IT IS 26 FEET EAST OF THE
 GJ0641'CENTERLINE OF A GRAVELED ROAD, 26 FEET NORTH OF A POWERLINE
 GJ0641'POLE, 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND
 GJ0641'2 FEET NORTH-NORTHWEST OF A NORTH GATE POST OF THE FAIRVALLEY
 GJ0641'CEMETERY.
 GJ0641
 GJ0641                          STATION RECOVERY (1967)
 GJ0641
 GJ0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLS)
 GJ0641'THE DESCRIPTION OF THE STATION IS ADEQUATE.  AND THE STATION MARK,
 GJ0641'AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GJ0641'CONDITION.
 GJ0641'
 GJ0641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS 3
 GJ0641'MILES EAST OF FREEDOM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0551 ***********************************************************************
 FK0551  DESIGNATION -  FRIESEN
 FK0551  PID         -  FK0551
 FK0551  STATE/COUNTY-  OK/CUSTER
 FK0551  COUNTRY     -  US
 FK0551  USGS QUAD   -  CORN (2018)
 FK0551
 FK0551                         *CURRENT SURVEY CONTROL
 FK0551  ______________________________________________________________________
 FK0551* NAD 83(1993) POSITION- 35 29 36.61639(N) 098 45 23.97263(W)   ADJUSTED
 FK0551* NAVD 88 ORTHO HEIGHT -   555.72  (+/-2cm)     1823.2   (feet) VERTCON3
 FK0551  ______________________________________________________________________
 FK0551  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 FK0551  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 FK0551  HORZ ORDER      -  FIRST
 FK0551  VERT ORDER      -  THIRD ? (See Below)
 FK0551
 FK0551.The horizontal coordinates were established by classical geodetic methods
 FK0551.and adjusted by the National Geodetic Survey in November 1994.
 FK0551
 FK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0551
 FK0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0551.GEOID18 height accuracy estimate available here.
 FK0551
 FK0551.The vertical order pertains to the NGVD 29 superseded value.
 FK0551
 FK0551.Click photographs - Photos may exist for this station.
 FK0551
 FK0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0551
 FK0551. The following values were computed from the NAD 83(1993) position.
 FK0551
 FK0551;                    North         East     Units Scale Factor Converg.
 FK0551;SPC OK N     -    55,023.645   531,342.985   MT  1.00001408   -0 26 47.5
 FK0551;SPC OK N     -   180,523.41  1,743,247.78   sFT  1.00001408   -0 26 47.5
 FK0551;UTM  14      - 3,927,800.290   522,071.142   MT  0.99960600   +0 08 28.6
 FK0551
 FK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0551!SPC OK N     -   0.99991701  x   1.00001408  =   0.99993109
 FK0551!UTM  14      -   0.99991701  x   0.99960600  =   0.99952305
 FK0551
 FK0551:                Primary Azimuth Mark                     Grid Az
 FK0551:SPC OK N     -  FRIESEN AZ MK                            325 52 36.6
 FK0551:UTM  14      -  FRIESEN AZ MK                            325 17 20.5
 FK0551
 FK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2207127800(NAD 83)
 FK0551
 FK0551|---------------------------------------------------------------------|
 FK0551| PID    Reference Object                     Distance      Geod. Az  |
 FK0551|                                                           dddmmss.s |
 FK0551| CK9650 FRIESEN RM 1                         32.815 METERS 09159     |
 FK0551| FK0549 GREBE                               APPROX.28.5 KM 1631214.6 |
 FK0551| CK9651 FRIESEN RM 2                         25.472 METERS 20209     |
 FK0551| CK9649 FRIESEN AZ MK                                      3252549.1 |
 FK0551|---------------------------------------------------------------------|
 FK0551
 FK0551                          SUPERSEDED SURVEY CONTROL
 FK0551
 FK0551  NAD 83(1986)-  35 29 36.62229(N)    098 45 23.96378(W) AD(       ) 1
 FK0551  NAD 27      -  35 29 36.43221(N)    098 45 22.69412(W) AD(       ) 1
 FK0551  NGVD 29             555.51   (m)         1822.5    (f) LEVELING    3  
 FK0551
 FK0551.Superseded values are not recommended for survey control.
 FK0551
 FK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0551.See file dsdata.pdf to determine how the superseded data were derived.
 FK0551
 FK0551_MARKER: DS = TRIANGULATION STATION DISK
 FK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0551_STAMPING: FRIESEN 1935
 FK0551_MARK LOGO: CGS
 FK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0551+STABILITY: SURFACE MOTION
 FK0551
 FK0551  HISTORY     - Date     Condition        Report By
 FK0551  HISTORY     - 1935     MONUMENTED       CGS
 FK0551  HISTORY     - 1969     GOOD             CGS
 FK0551  HISTORY     - 1985     GOOD             DMA
 FK0551
 FK0551                          STATION DESCRIPTION
 FK0551
 FK0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0551'STATION IS LOCATED AT THE CENTER OF NORTH SIDE OF SEC. 26,
 FK0551'T. 12 N., R. 15 W., 4 MILES SOUTHWEST OF WEATHERFORD IN
 FK0551'YARD OF FRIESEN SCHOOL.  MARK IS SET IN NORTHWEST CORNER
 FK0551'OF SCHOOL YARD, 35 FEET EAST OF WEST FENCE OF YARD AND 31
 FK0551'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 FK0551'
 FK0551'STATION IS REACHED FROM JUNCTIONS OF STATE HIGHWAY 14 AND
 FK0551'U.S. HIGHWAY 66 IN CLINTON BY GOING EAST ON U.S. HIGHWAY
 FK0551'66 FOR 11.5 MILES TO CROSSROADS, WITH GYP ROCK CAMP AND
 FK0551'STORE IN SOUTHEAST ANGLE.  THIS POINT IS ABOUT 3.5 MILES
 FK0551'WEST FROM WEATHERFORD.  TURN SOUTH AT CROSS ROAD AND GO
 FK0551'SOUTH 2 MILES TO DIRT CROSS ROAD, GO EAST ON THIS ROAD 0.5
 FK0551'MILE TO FRIESEN SCHOOL ON SOUTH SIDE OF ROAD AND STATION.
 FK0551'
 FK0551'REFERENCE MARK NO. 1 IS IN CENTER OF NORTH SIDE OF SCHOOL
 FK0551'YARD, 33 FEET SOUTH OF CENTERLINE OF ROAD.
 FK0551'
 FK0551'REFERENCE MARK NO. 2 IS IN WEST FENCE OF SCHOOL YARD, 77
 FK0551'FEET SOUTH OF NORTHWEST FENCE CORNER, 110 FEET SOUTH OF
 FK0551'CENTERLINE OF ROAD.
 FK0551'
 FK0551'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 FK0551'IS 157.42 FEET.
 FK0551'
 FK0551'AZIMUTH MARK IS ABOUT 0.9 MILE NORTHWEST OF STATION.  REACHED
 FK0551'FROM STATION BY GOING WEST 0.5 MILE THENCE NORTH 0.7 MILE
 FK0551'TO MARK ON EAST SIDE OF ROAD IN NORTH-SOUTH FENCE LINE,
 FK0551'20 FEET EAST OF CENTERLINE OF ROAD.
 FK0551'
 FK0551'ALL MARKS PROJECT ABOUT 6 INCHES ABOVE GROUND.
 FK0551'
 FK0551'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0551
 FK0551                          STATION RECOVERY (1969)
 FK0551
 FK0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FK0551'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 FK0551'DESCRIBED.  REFERENCE MARK NO. 1 APPEARS TO HAVE BEEN PLOWED OUT.  A
 FK0551'BRIEF SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.
 FK0551'
 FK0551'ROUTE DESCRIPTION IS ADEQUATE.
 FK0551'
 FK0551'NOTE--REFERENCE MARK NO. 1 IS ON EDGE OF PLOWED FIELD.  THE LAND
 FK0551'OWNER REQUESTED THAT IT BE REMOVED.
 FK0551
 FK0551                          STATION RECOVERY (1985)
 FK0551
 FK0551'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0679 ***********************************************************************
 EM0679  DESIGNATION -  FRISCO
 EM0679  PID         -  EM0679
 EM0679  STATE/COUNTY-  OK/COMANCHE
 EM0679  COUNTRY     -  US
 EM0679  USGS QUAD   -  ELGIN (2018)
 EM0679
 EM0679                         *CURRENT SURVEY CONTROL
 EM0679  ______________________________________________________________________
 EM0679* NAD 83(1993) POSITION- 34 45 55.99974(N) 098 20 22.36461(W)   ADJUSTED
 EM0679* NAVD 88 ORTHO HEIGHT -   407.6   (meters)     1337.    (feet) VERTCON3
 EM0679  ______________________________________________________________________
 EM0679  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 EM0679  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 EM0679  HORZ ORDER      -  SECOND
 EM0679
 EM0679.The horizontal coordinates were established by classical geodetic methods
 EM0679.and adjusted by the National Geodetic Survey in November 1994.
 EM0679
 EM0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0679
 EM0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0679.GEOID18 height accuracy estimate available here.
 EM0679
 EM0679.Click photographs - Photos may exist for this station.
 EM0679
 EM0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0679
 EM0679. The following values were computed from the NAD 83(1993) position.
 EM0679
 EM0679;                    North         East     Units Scale Factor Converg.
 EM0679;SPC OK S     -   158,919.874   568,917.238   MT  0.99994093   -0 11 33.8
 EM0679;SPC OK S     -   521,389.62  1,866,522.64   sFT  0.99994093   -0 11 33.8
 EM0679;UTM  14      - 3,847,243.200   560,439.408   MT  0.99964502   +0 22 35.8
 EM0679
 EM0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0679!SPC OK S     -   0.99994011  x   0.99994093  =   0.99988105
 EM0679!UTM  14      -   0.99994011  x   0.99964502  =   0.99958515
 EM0679
 EM0679:                Primary Azimuth Mark                     Grid Az
 EM0679:SPC OK S     -  DODGE                                    182 33 27.7
 EM0679:UTM  14      -  DODGE                                    181 59 18.1
 EM0679
 EM0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6043947243(NAD 83)
 EM0679
 EM0679|---------------------------------------------------------------------|
 EM0679| PID    Reference Object                     Distance      Geod. Az  |
 EM0679|                                                           dddmmss.s |
 EM0679| EM0579 FLETCHER MUNICIPAL TANK             APPROX.11.1 KM 0530810.1 |
 EM0679| EM0684 FRISCO RM 1                           8.830 METERS 07947     |
 EM0679| EM0613 FORT SILL L TARGET                  APPROX. 4.4 KM 1485758.6 |
 EM0679| EM0606 DODGE                               APPROX. 7.8 KM 1822153.9 |
 EM0679| CX7238 FRISCO AZ MK                                       1921810.4 |
 EM0679| EM0626 LAWTON SOUTHWESTERN LT PWR STK      APPROX.18.0 KM 1941012.1 |
 EM0679| CX7239 FRISCO RM 2                           6.824 METERS 19719     |
 EM0679| EM0685 FRISCO RM 3                          37.912 METERS 33046     |
 EM0679|---------------------------------------------------------------------|
 EM0679
 EM0679                          SUPERSEDED SURVEY CONTROL
 EM0679
 EM0679  NAD 83(1986)-  34 45 56.00467(N)    098 20 22.34975(W) AD(       ) 2
 EM0679  NAD 27      -  34 45 55.75500(N)    098 20 21.16000(W) AD(       ) 2
 EM0679  NGVD 29 (07/19/86)  407.5    (m)         1337.     (f) VERT ANG       
 EM0679
 EM0679.Superseded values are not recommended for survey control.
 EM0679
 EM0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0679.See file dsdata.pdf to determine how the superseded data were derived.
 EM0679
 EM0679_MARKER: DS = TRIANGULATION STATION DISK
 EM0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0679_STAMPING: FRISCO 1948
 EM0679_MARK LOGO: USACE
 EM0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0679+STABILITY: SURFACE MOTION
 EM0679
 EM0679  HISTORY     - Date     Condition        Report By
 EM0679  HISTORY     - 1948     MONUMENTED       USACE
 EM0679  HISTORY     - 1960     GOOD             OKDH
 EM0679  HISTORY     - 1963     GOOD             CGS
 EM0679  HISTORY     - 1964     GOOD             CGS
 EM0679  HISTORY     - 1974     GOOD             NGS
 EM0679  HISTORY     - 20000120 GOOD             LOCSUR
 EM0679
 EM0679                          STATION DESCRIPTION
 EM0679
 EM0679'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (RLE)
 EM0679'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF ELGIN,
 EM0679'7.5 MILES NORTH-NORTHEAST OF FORT SILL RAILROAD STATION AND
 EM0679'0.25 MILE SOUTH OF THE NORTH BOUNDARY OF THE FORT SILL MILITARY
 EM0679'RESERVATION.  IT IS ON THE HIGHEST POINT OF A NORTHEAST-SOUTHWEST
 EM0679'RIDGE, 92.5 FEET WEST OF THE RIDGE ROAD AND 4 FEET EAST OF A
 EM0679'WITNESS POST.  IT IS STAMPED FRISCO 1948 AND PROJECTS 4 INCHES.
 EM0679'ORIGINALLY ESTABLISHED BY F.A. U.S.E.
 EM0679'
 EM0679'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 63.5 FEET WEST OF
 EM0679'THE CENTER OF THE RIDGE ROAD.  IT IS STAMPED FRISCO NO 1 1948
 EM0679'AND PROJECTS 6 INCHES.
 EM0679'
 EM0679'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  IT
 EM0679'IS STAMPED FRISCO NO 2 1948 AND PROJECTS 7 INCHES.
 EM0679'
 EM0679'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 21.5 FEET WEST OF
 EM0679'THE CENTER OF THE RIDGE ROAD, 2 FEET NORTH OF A WITNESS POST
 EM0679'AND IS ON THE NORTH SLOPE OF AN EAST-WEST RIDGE.  IT IS STAMPED
 EM0679'FRISCO 1948 AND PROJECTS 8 INCHES.
 EM0679'
 EM0679'TO REACH FROM FORT SILL RAILROAD STATION, GO NORTH ON U.S.
 EM0679'HIGHWAY 277 FOR 0.2 MILE TO GATE NO. 1 ON LEFT INTO FORT SILL.
 EM0679'TURN RIGHT AND GO 0.15 MILE CROSSING RAILROAD TRACKS TO FORK,
 EM0679'TAKE LEFT FORK AND GO 0.95 MILE TO FORK AFTER CROSSING BRIDGE
 EM0679'OVER CACHE CREEK, KEEP LEFT FORK STRAIGHT AHEAD AND CONTINUE
 EM0679'FOR 4.9 MILES TO ROAD INTERSECTION AT RAILROAD TRACKS, TURN LEFT
 EM0679'AND CROSS TRACKS ON OLD ROAD, TURN RIGHT AND GO 0.2 MILE TO
 EM0679'FORK, TAKE LEFT FORK NORTHERLY AND FOLLOW RIDGE ROAD FOR 1.75
 EM0679'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.55
 EM0679'MILE TO THE STATION ON THE LEFT.
 EM0679'
 EM0679'A 4 FOOT SIGNAL AT DODGE IS VISIBLE FROM THE GROUND.
 EM0679'
 EM0679'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0679'
 EM0679'A 4 FOOT SIGNAL AT PORTER IS VISIBLE FROM THE GROUND.
 EM0679
 EM0679                          STATION RECOVERY (1960)
 EM0679
 EM0679'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1960 (ROC)
 EM0679'STATION RECOVERED IN GOOD CONDITION.
 EM0679'
 EM0679'THE AZIMUTH MARK WAS FOUND TO BE DESTROYED AND LYING IN ROAD
 EM0679'DITCH
 EM0679'
 EM0679'APPROXIMATELY 20 FOOT WOODEN SIGNAL OVER STATION SET BY
 EM0679'FIELD ARTILLERY.
 EM0679
 EM0679                          STATION RECOVERY (1963)
 EM0679
 EM0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0679'THIS STATION IS ON THE FORT SILL MILITARY RESERVATION.  IT
 EM0679'WAS NOT VISITED.  THE FORT SILL BASE ENGINEERS WERE CONTACTED
 EM0679'AND THEY STATED THAT THEY HAD VISITED THE STATION IN MARCH, 1963,
 EM0679'AND THE STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.
 EM0679'THEY DID NOT VISIT THE AZIMUTH MARK.
 EM0679
 EM0679                          STATION RECOVERY (1964)
 EM0679
 EM0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0679'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF ELGIN,
 EM0679'7.5 MILES NORTH-NORTHEAST OF FORT SILL RAILROAD STATION AND
 EM0679'0.25 MILE SOUTH OF THE NORTH BOUNDARY OF THE FORT SILL MILITARY
 EM0679'RESERVATION.  IT IS ON THE HIGHEST POINT OF A NORTHEAST-SOTHWEST
 EM0679'RIDGE, 92.5 FEET WEST OF THE RIDGE ROAD.  ORIGINALLY ESTABLISHED
 EM0679'BY F.A.U.S.E.  THE MARK IS A STANDARD U.S.E BRONZE TABLET, SET IN
 EM0679'CONCRETE.  IT IS STAMPED FRISCO 1948 AND PROJETS 4 INCHES.
 EM0679'
 EM0679'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 63.5 FEET WEST OF
 EM0679'THE CENTER OF THE RIDGE ROAD.  IT IS STAMPED FRISCO NO 1 1948 AND
 EM0679'PROJECTS 6 INCHES.
 EM0679'
 EM0679'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  IT
 EM0679'IS STAMPED FRISCO NO 2 1948, AND PROJECTS 7 INCHES.
 EM0679'
 EM0679'THE AZIMUTH MARK COULD NOT BE FOUND AND IT IS BELIEVED IT WAS
 EM0679'DESTROYED BY ROAD CONSTRUCTION.
 EM0679'
 EM0679'THE WITNESS POST COULD NOT BE FOUND.
 EM0679'
 EM0679'THE ARMY ARTILLERY HAS ERECTED A 3-LEGGED METAL MARKER OVER THE
 EM0679'STATION.  THE LEGS OF THE MARKER ARE EMBEDED IN CONCRETE, AND
 EM0679'SUPPORT A BLACK AND WHITE SIGNAL BANNER ABOUT 15 FEET ABOVE
 EM0679'THE STATION.  THERE IS ROOM UNDER THE TRIPOD TO SET UP AN
 EM0679'INSTRUMENT.
 EM0679'
 EM0679'A NEW LIMITED ACCESS TOLL ROAD PASSES ABOUT 500 METERS SOUTH
 EM0679'OF THE STATION.  AN UNDERPASS PERMITS ACCESS TO THE STATION
 EM0679'AS DESCRIBED IN THE ORIGINAL DESCRIPTION, BUT BETTER ROADS WILL
 EM0679'BE FOUND AS FOLLOWS--FROM THE FORT SILL AREA PROCEED NORTH ON
 EM0679'QUINETTE ROAD, TAKING RIGHT FORK PAST THE GOLF CLUB.  GO UNDER
 EM0679'NEW LIMITED ACCESS TOLL ROAD AT QUINETTE GATE, CONTINUE WEST
 EM0679'ACROSS RAILROAD TRACKS TO PEACH TREE CROSSING OVER CACHE CREEK,
 EM0679'CONTINUE NORTHEAST FOR 7.8 MILES ALONG ELGIN ROAD TO ELGIN
 EM0679'GATE.  GO OUT ELGIN GATE AND TURN LEFT (WEST) ON DIRT ROAD
 EM0679'PARALLEL TO FORT SILL RESERVATION NORTH BOUNDARY, PASSING
 EM0679'UNDER NEW LIMITED ACCESS TOLL ROAD.  2.2 MILES FROM ELGIN
 EM0679'GATE A TRAIL LEADS SOUTH.  FOLLOW THIS TRAIL FOR 0.2 MILE
 EM0679'TO THE STATION SITE.
 EM0679
 EM0679                          STATION RECOVERY (1974)
 EM0679
 EM0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0679'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 EM0679'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND TO
 EM0679'HAVE BEEN HIT BY MACHINERY, AND HAS A CORNER OF THE MARK CHIPPED
 EM0679'OFF AND IS ALSO SLIGHTLY TILTED.  THE AZIMUTH MARK WAS NOT
 EM0679'RECOVERED AND ITS BELIEVED THAT THE MARK WAS DESTROYED DURING
 EM0679'ROAD CONSTRUCTION.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND
 EM0679'DIRECTION TO REFERENCE MARK NO. 2.
 EM0679'
 EM0679'REFERENCE MARK NO. 3 USA WAS ESTABLISHED BY THE US ARMY AND WAS
 EM0679'REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE FROM THE
 EM0679'STATION MARK TO REFERENCE MARK NO. 3.
 EM0679'
 EM0679'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EM0679'
 EM0679'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF LAWTON,
 EM0679'3 MILES SOUTHWEST OF ELGIN, NEAR THE NORTHEAST CORNER OF THE
 EM0679'FORT SILL MILITARY RESERVATION AND ON A LOW GRASSY COVERED
 EM0679'RIDGE.
 EM0679'
 EM0679'STATION MARK IS A STANDARD U.S.E. BRONZE DISK, SET IN THE
 EM0679'TOP OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND
 EM0679'IS STAMPED FRISCO 1948.  THE MARK HAS A 3-LEGGED METAL RANGE
 EM0679'TARGET, WITH A BLACK AND WHITE SIGNAL BANNER PLUMBED OVER STATION
 EM0679'MARK.
 EM0679'
 EM0679'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 EM0679'A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS
 EM0679'STAMPED FRISCO NO 1 1948.
 EM0679'
 EM0679'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 EM0679'SQUARE CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS
 EM0679'STAMPED FRISCO NO 2 1948.
 EM0679'
 EM0679'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 EM0679'A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 EM0679'STAMPED FRISCO 1948 NO 3 USA 1974.
 EM0679'
 EM0679'TO REACH THE STATION FROM THE GUARD STATION AT THE KEY ENTRANCE
 EM0679'TO THE FORT SILL MILITARY RESERVATION.  GO NORTHWESTERLY ON
 EM0679'SHERIDAN RD. FOR 0.05 MILE TO THE INTERSECTION OF RANDOLPH RD. ON
 EM0679'THE RIGHT, TURN RIGHT AND FOLLOW RANDOLPH RD. NORTHERLY AND
 EM0679'NORTHWESTERLY FOR 1.3 MILES TO THE INTERSECTION OF QUINETTE RD.
 EM0679'ON THE RIGHT.  TURN RIGHT AND FOLLOW QUINETTE RD. NORTHERLY
 EM0679'FOR 0.8 MILE TO THE ENTRANCE OF THE FORT SILL GOLF CLUB ON THE
 EM0679'LEFT, KEEP RIGHT AND CONTINUE FOLLOWING QUINETTE RD. NORTHERLY
 EM0679'FOR 0.15 MILE TO UNDER-PASS, CONTINUE STRAIGHT AHEAD ON MAIN
 EM0679'SURFACE ROAD FOR 1.15 MILES TO A FORK.  KEEP RIGHT AND GO
 EM0679'EASTERLY ON SURFACE ROAD FOR 1.6 MILES TO CROSSROADS.
 EM0679'(NOTE--CONTINUE STRAIGHT AHEAD EASTERLY ON SURFACE ROAD FOR ABOUT 0.5
 EM0679'MILE TO STATION DODGE 1948 ON THE LEFT, ON THE HIGHEST POINT
 EM0679'OF A LOW RIDGE, A RANGE TARGET HAS BEEN ERECTED OVER THE
 EM0679'STATION.  STATION CAN BE USED FOR AN AZIMUTH MARK) TURN LEFT
 EM0679'AND FOLLOW GRAVEL ROAD NORTHEASTERLY FOR 2.8 MILES TO FORK,
 EM0679'KEEP RIGHT AND FOLLOW MAIN SURFACE ROAD NORTHEASTERLY FOR 0.8
 EM0679'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 EM0679'MAIN GRAVEL ROAD NORTHWESTERLY FOR 0.9 MILE TO CROSSROAD,
 EM0679'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.7 MILE TO A SIDE
 EM0679'ROAD ON THE LEFT.  TURN LEFT AND GO 0.1 MILE TO FORK, KEEP
 EM0679'LEFT PASSING THROUGH UNDER-PASS AND GO 0.2 MILE TO FORK,
 EM0679'KEEP RIGHT AND FOLLOW MAIN ROAD NORTHERLY FOR 0.45 MILE TO
 EM0679'STATION ON THE LEFT AND RANGE TARGET ON THE LEFT.
 EM0679'
 EM0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ELGIN 3 MILES
 EM0679'NE
 EM0679
 EM0679                          STATION RECOVERY (2000)
 EM0679
 EM0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0679'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1107 ***********************************************************************
 FJ1107  DESIGNATION -  FRISCO
 FJ1107  PID         -  FJ1107
 FJ1107  STATE/COUNTY-  OK/CANADIAN
 FJ1107  COUNTRY     -  US
 FJ1107  USGS QUAD   -  BETHANY (2018)
 FJ1107
 FJ1107                         *CURRENT SURVEY CONTROL
 FJ1107  ______________________________________________________________________
 FJ1107* NAD 83(1993) POSITION- 35 34 45.15552(N) 097 41 14.50369(W)   ADJUSTED
 FJ1107* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ1107  ______________________________________________________________________
 FJ1107  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 FJ1107  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 FJ1107  HORZ ORDER      -  SECOND
 FJ1107
 FJ1107.The horizontal coordinates were established by classical geodetic methods
 FJ1107.and adjusted by the National Geodetic Survey in November 1994.
 FJ1107
 FJ1107.The orthometric height was scaled from a topographic map.
 FJ1107
 FJ1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1107.GEOID18 height accuracy estimate available here.
 FJ1107
 FJ1107.Click photographs - Photos may exist for this station.
 FJ1107
 FJ1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1107
 FJ1107. The following values were computed from the NAD 83(1993) position.
 FJ1107
 FJ1107;                    North         East     Units Scale Factor Converg.
 FJ1107;SPC OK N     -    64,310.823   628,337.456   MT  0.99999775   +0 11 04.2
 FJ1107;SPC OK N     -   210,993.09  2,061,470.47   sFT  0.99999775   +0 11 04.2
 FJ1107;UTM  14      - 3,938,071.064   618,933.601   MT  0.99977431   +0 45 49.7
 FJ1107
 FJ1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1107!SPC OK N     -   0.99994412  x   0.99999775  =   0.99994187
 FJ1107!UTM  14      -   0.99994412  x   0.99977431  =   0.99971844
 FJ1107
 FJ1107:                Primary Azimuth Mark                     Grid Az
 FJ1107:SPC OK N     -  FRISCO AZ MK                             114 33 21.5
 FJ1107:UTM  14      -  FRISCO AZ MK                             113 58 36.0
 FJ1107
 FJ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1893338071(NAD 83)
 FJ1107
 FJ1107|---------------------------------------------------------------------|
 FJ1107| PID    Reference Object                     Distance      Geod. Az  |
 FJ1107|                                                           dddmmss.s |
 FJ1107| CL5231 FRISCO AZ MK                                       1144425.7 |
 FJ1107| CL5232 FRISCO RM 1                          13.169 METERS 11546     |
 FJ1107| CL5233 FRISCO RM 2                          13.671 METERS 30313     |
 FJ1107|---------------------------------------------------------------------|
 FJ1107
 FJ1107                          SUPERSEDED SURVEY CONTROL
 FJ1107
 FJ1107  NAD 83(1986)-  35 34 45.16151(N)    097 41 14.48723(W) AD(       ) 2
 FJ1107  NAD 27      -  35 34 44.96272(N)    097 41 13.33308(W) AD(       ) 2
 FJ1107
 FJ1107.Superseded values are not recommended for survey control.
 FJ1107
 FJ1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1107.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1107
 FJ1107_MARKER: DS = TRIANGULATION STATION DISK
 FJ1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1107_STAMPING: FRISCO 1954
 FJ1107_MARK LOGO: CGS
 FJ1107_PROJECTION: FLUSH
 FJ1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1107+STABILITY: SURFACE MOTION
 FJ1107
 FJ1107  HISTORY     - Date     Condition        Report By
 FJ1107  HISTORY     - 1954     MONUMENTED       CGS
 FJ1107  HISTORY     - 1968     GOOD             OKDH
 FJ1107  HISTORY     - 1970     GOOD             NGS
 FJ1107  HISTORY     - 1988     GOOD             USPSQD
 FJ1107  HISTORY     - 20241129 MARK NOT FOUND   LJA
 FJ1107
 FJ1107                          STATION DESCRIPTION
 FJ1107
 FJ1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1107'THE STATION IS ABOUT 6 MILES NORTHEAST OF YUKON, 5-1/2 MILES SOUTHEAST
 FJ1107'OF PIEDMONT, 3/4 OF A MILE WEST OF THE CANADIAN - OKLAHOMA COUNTY
 FJ1107'LINE, IN THE NORTHWEST 1/4 OF SEC. 25, T13N, R5W, NEAR THE SOUTHWEST
 FJ1107'RIGHT-OF-WAY LINE OF STATE HIGHWAY 3.
 FJ1107'
 FJ1107'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 74
 FJ1107'SOUTH NEAR THE NORTHWESTERN LIMITS OF OKLAHOMA CITY, GO NORTHWEST ON
 FJ1107'STATE HIGHWAY 3 FOR 6.9 MILES TO THE END OF DIVIDED HIGHWAY, CONTINUE
 FJ1107'NORTHWEST ON STATE HIGHWAY 3 FOR 0.4 OF A MILE TO THE AZIMUTH MARK ON
 FJ1107'THE RIGHT, CONTINUE STRAIGHT AHEAD ON HIGHWAY 3 FOR 0.4 OF A MILE TO
 FJ1107'THE TOP OF A SLIGHT RISE AND THE STATION SITE ON THE LEFT, SOUTHWEST
 FJ1107'SIDE OF THE HIGHWAY.
 FJ1107'
 FJ1107'THE STATION MARK, 57 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 3,
 FJ1107'4 FEET WEST OF A WHITE POST, LEVEL WITH THE GROUND SURFACE, IS
 FJ1107'APPROXIMATELY 5 FEET HIGHER THAN THE HIGHWAY LEVEL AND IS NEAR THE
 FJ1107'SOUTHWEST RIGHT-OF-WAY LINE.  THE DISK IS STAMPED FRISCO 1954.
 FJ1107'
 FJ1107'REFERENCE MARK NO. 1, SOUTHEAST OF AND LEVEL WITH THE STATION MARK, 53
 FJ1107'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, IS LEVEL WITH THE GROUND
 FJ1107'SURFACE AND THE DISK IS STAMPED FRISCO NO 1 1954,
 FJ1107'
 FJ1107'REFERENCE MARK NO. 2, NORTHWEST OF AND LEVEL WITH THE STATION MARK, 53
 FJ1107'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, PROJECTS 3 INCHES AND THE
 FJ1107'DISK IS STAMPED FRISCO NO 2 1954.
 FJ1107'
 FJ1107'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE SOUTHEAST OF THE STATION, 61
 FJ1107'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 3, 44 FEET NORTHWEST OF
 FJ1107'A FENCE CORNER AND WIRE GATE, 2 FEET NORTHWEST OF A WHITE POST, IN THE
 FJ1107'SOUTHEAST RIGHT-OF-WAY FENCE LINE, PROJECTS 5 INCHES AND THE DISK IS
 FJ1107'STAMPED FRISCO 1954.
 FJ1107
 FJ1107                          STATION RECOVERY (1968)
 FJ1107
 FJ1107'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1107'FRISCO 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.  FRISCO NO. 1
 FJ1107'1954, DESTROYED.  FRISCO NO. 2 1954, RECOVERED IN GOOD CONDITION AS
 FJ1107'DESCRIBED.  FRISCO 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ1107'DESCRIBED.
 FJ1107
 FJ1107                          STATION RECOVERY (1970)
 FJ1107
 FJ1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1107'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 FJ1107'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1955 AND ALL MARKS WERE
 FJ1107'FOUND IN GOOD CONDITION.
 FJ1107'
 FJ1107'THE STATION IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND A METAL
 FJ1107'WITNESS POST WAS SET 1.5 FEET SOUTHWEST OF THE STATION IN FENCELINE.
 FJ1107'THE REFERENCE MARKS ARE 3 FEET NORTHEAST OF A FENCE.
 FJ1107'
 FJ1107'THE AZIMUTH MARK IS 9 FEET NORTHEAST OF AN ORANGE PIPELINE VENT AND 1
 FJ1107'FOOT NORTHWEST OF A METAL WITNESS POST.
 FJ1107'
 FJ1107'THE 1955 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 FJ1107'
 FJ1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2 MILES
 FJ1107'SOUTHEAST OF PIEDMONT.
 FJ1107
 FJ1107                          STATION RECOVERY (1988)
 FJ1107
 FJ1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ1107'RECOVERED IN GOOD CONDITION.
 FJ1107
 FJ1107                          STATION RECOVERY (2024)
 FJ1107
 FJ1107'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2024 (KLW)
 FJ1107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0684 ***********************************************************************
 EM0684  DESIGNATION -  FRISCO RM 1
 EM0684  PID         -  EM0684
 EM0684  STATE/COUNTY-  OK/COMANCHE
 EM0684  COUNTRY     -  US
 EM0684  USGS QUAD   -  ELGIN (2018)
 EM0684
 EM0684                         *CURRENT SURVEY CONTROL
 EM0684  ______________________________________________________________________
 EM0684* NAD 83(1993) POSITION- 34 45 56.05056(N) 098 20 22.02290(W)   ADJUSTED
 EM0684* NAVD 88 ORTHO HEIGHT -   407.8   (meters)     1338.    (feet) VERTCON3
 EM0684  ______________________________________________________________________
 EM0684  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 EM0684  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 EM0684  HORZ ORDER      -  SECOND
 EM0684
 EM0684.The horizontal coordinates were established by classical geodetic methods
 EM0684.and adjusted by the National Geodetic Survey in November 1994.
 EM0684
 EM0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0684
 EM0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0684.GEOID18 height accuracy estimate available here.
 EM0684
 EM0684.Click photographs - Photos may exist for this station.
 EM0684
 EM0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0684
 EM0684. The following values were computed from the NAD 83(1993) position.
 EM0684
 EM0684;                    North         East     Units Scale Factor Converg.
 EM0684;SPC OK S     -   158,921.411   568,925.932   MT  0.99994093   -0 11 33.6
 EM0684;SPC OK S     -   521,394.66  1,866,551.16   sFT  0.99994093   -0 11 33.6
 EM0684;UTM  14      - 3,847,244.823   560,448.084   MT  0.99964503   +0 22 36.0
 EM0684
 EM0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0684!SPC OK S     -   0.99994008  x   0.99994093  =   0.99988102
 EM0684!UTM  14      -   0.99994008  x   0.99964503  =   0.99958513
 EM0684
 EM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6044847244(NAD 83)
 EM0684
 EM0684|---------------------------------------------------------------------|
 EM0684| PID    Reference Object                     Distance      Geod. Az  |
 EM0684|                                                           dddmmss.s |
 EM0684| EM0679 FRISCO                                8.830 METERS 25947     |
 EM0684| EM0685 FRISCO RM 3                          41.636 METERS 31912     |
 EM0684|---------------------------------------------------------------------|
 EM0684
 EM0684                          SUPERSEDED SURVEY CONTROL
 EM0684
 EM0684  NAD 83(1986)-  34 45 56.05550(N)    098 20 22.00804(W) AD(       ) 2
 EM0684  NAD 27      -  34 45 55.80582(N)    098 20 20.81832(W) AD(       ) 2
 EM0684  NGVD 29 (07/19/86)  407.7    (m)         1338.     (f) VERT ANG       
 EM0684
 EM0684.Superseded values are not recommended for survey control.
 EM0684
 EM0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0684.See file dsdata.pdf to determine how the superseded data were derived.
 EM0684
 EM0684_MARKER: DR = REFERENCE MARK DISK
 EM0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0684_STAMPING: FRISCO NO 1 1948
 EM0684_MARK LOGO: CGS
 EM0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0684+STABILITY: SURFACE MOTION
 EM0684
 EM0684  HISTORY     - Date     Condition        Report By
 EM0684  HISTORY     - 1948     MONUMENTED       CGS
 EM0684  HISTORY     - 1974     GOOD             NGS
 EM0684  HISTORY     - 20000120 MARK NOT FOUND   LOCSUR
 EM0684
 EM0684                          STATION DESCRIPTION
 EM0684
 EM0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0684'TO REACH THE STATION FROM THE GUARD STATION AT THE KEY ENTRANCE TO
 EM0684'THE FORT SILL MILITARY RESERVATION.  GO NORTHWESTERLY ON SHERIDAN
 EM0684'RD. FOR 0.05 MILE TO THE INTERSECTION OF RANDOLPH RD. ON THE RIGHT,
 EM0684'TURN RIGHT AND FOLLOW RANDOLPH RD. NORTHERLY AND NORTHWESTERLY FOR
 EM0684'1.3 MILES TO THE INTERSECTION OF QUINETTE RD. ON THE RIGHT.  TURN
 EM0684'RIGHT AND FOLLOW QUINETTE RD. NORTHERLY FOR 0.8 MILE TO THE
 EM0684'ENTRANCE OF THE FORT SILL GOLF CLUB ON THE LEFT, KEEP RIGHT AND
 EM0684'CONTINUE FOLLOWING QUINETTE RD. NORTHERLY FOR 0.15 MILE TO
 EM0684'UNDER-PASS, CONTINUE STRAIGHT AHEAD ON MAIN SURFACE ROAD FOR
 EM0684'1.15 MILES TO FORK.  KEEP RIGHT AND GO EASTERLY ON SURFACE
 EM0684'ROAD FOR 1.6 MILES TO CROSSROADS.  (NOTE--CONTINUE STRAIGHT AHEAD
 EM0684'EASTERLY ON SURFACE ROAD FOR ABOUT 0.5 MILE TO STATION DODGE
 EM0684'1948 ON THE LEFT, ON THE HIGHEST POINT OF A LOW RIDGE, A RANGE
 EM0684'TARGET HAS BEEN ERECTED OVER THE STATION.  STATION CAN BE
 EM0684'USED FOR AN AZIMUTH MARK) TURN LEFT AND FOLLOW GRAVEL ROAD
 EM0684'NORTHEASTERLY FOR 2.8 MILES TO FORK, KEEP RIGHT AND FOLLOW MAIN
 EM0684'SURFACE ROAD NORTHEASTERLY FOR 0.8 MILE TO A SIDE ROAD ON THE
 EM0684'LEFT.  TURN LEFT AND FOLLOW MAIN GRAVEL ROAD NORTHWESTERLY FOR
 EM0684'0.9 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR
 EM0684'0.7 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.1 MILE TO
 EM0684'FORK, KEEP LEFT PASSING THROUGH UNDER-PASS AND GO 0.2 MILE TO
 EM0684'FORK, KEEP RIGHT AND FOLLOW MAIN ROAD NORTHERLY FOR 0.45 MILE TO
 EM0684'STATION ON THE LEFT AND RANGE TARGET ON THE LEFT.
 EM0684'
 EM0684'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0684'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED FRISCO NO
 EM0684'1 1948.
 EM0684
 EM0684                          STATION RECOVERY (2000)
 EM0684
 EM0684'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0684'MARK NOT FOUND.  NOTE--HEAVY ARTILLERY HAS DESTROYED SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0685 ***********************************************************************
 EM0685  DESIGNATION -  FRISCO RM 3
 EM0685  PID         -  EM0685
 EM0685  STATE/COUNTY-  OK/COMANCHE
 EM0685  COUNTRY     -  US
 EM0685  USGS QUAD   -  ELGIN (2018)
 EM0685
 EM0685                         *CURRENT SURVEY CONTROL
 EM0685  ______________________________________________________________________
 EM0685* NAD 83(1993) POSITION- 34 45 57.07328(N) 098 20 23.09284(W)   ADJUSTED
 EM0685* NAVD 88 ORTHO HEIGHT -   407.0   (meters)     1335.    (feet) VERTCON3
 EM0685  ______________________________________________________________________
 EM0685  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 EM0685  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC18
 EM0685  HORZ ORDER      -  SECOND
 EM0685
 EM0685.The horizontal coordinates were established by classical geodetic methods
 EM0685.and adjusted by the National Geodetic Survey in November 1994.
 EM0685
 EM0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0685
 EM0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0685.GEOID18 height accuracy estimate available here.
 EM0685
 EM0685.Click photographs - Photos may exist for this station.
 EM0685
 EM0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0685
 EM0685. The following values were computed from the NAD 83(1993) position.
 EM0685
 EM0685;                    North         East     Units Scale Factor Converg.
 EM0685;SPC OK S     -   158,953.016   568,898.832   MT  0.99994095   -0 11 34.2
 EM0685;SPC OK S     -   521,498.35  1,866,462.25   sFT  0.99994095   -0 11 34.2
 EM0685;UTM  14      - 3,847,276.148   560,420.679   MT  0.99964499   +0 22 35.4
 EM0685
 EM0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0685!SPC OK S     -   0.99994021  x   0.99994095  =   0.99988116
 EM0685!UTM  14      -   0.99994021  x   0.99964499  =   0.99958522
 EM0685
 EM0685:                Primary Azimuth Mark                     Grid Az
 EM0685:SPC OK S     -  DODGE                                    182 24 43.4
 EM0685:UTM  14      -  DODGE                                    181 50 33.8
 EM0685
 EM0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6042047276(NAD 83)
 EM0685
 EM0685|---------------------------------------------------------------------|
 EM0685| PID    Reference Object                     Distance      Geod. Az  |
 EM0685|                                                           dddmmss.s |
 EM0685| EM0684 FRISCO RM 1                          41.635 METERS 13912     |
 EM0685| EM0679 FRISCO                               37.912 METERS 15046     |
 EM0685| EM0606 DODGE                               APPROX. 7.8 KM 1821309.2 |
 EM0685|---------------------------------------------------------------------|
 EM0685
 EM0685                          SUPERSEDED SURVEY CONTROL
 EM0685
 EM0685  NAD 83(1986)-  34 45 57.07820(N)    098 20 23.07796(W) AD(       ) 2
 EM0685  NAD 27      -  34 45 56.82870(N)    098 20 21.88829(W) AD(       ) 2
 EM0685  NGVD 29 (07/19/86)  406.9    (m)         1335.     (f) VERT ANG       
 EM0685
 EM0685.Superseded values are not recommended for survey control.
 EM0685
 EM0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0685.See file dsdata.pdf to determine how the superseded data were derived.
 EM0685
 EM0685_MARKER: DR = REFERENCE MARK DISK
 EM0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0685_STAMPING: FRISCO 1948 NO 3 USA 1974
 EM0685_MARK LOGO: NGS
 EM0685_PROJECTION: FLUSH
 EM0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0685+STABILITY: SURFACE MOTION
 EM0685
 EM0685  HISTORY     - Date     Condition        Report By
 EM0685  HISTORY     - 1974     MONUMENTED       NGS
 EM0685  HISTORY     - 20000120 MARK NOT FOUND   LOCSUR
 EM0685
 EM0685                          STATION DESCRIPTION
 EM0685
 EM0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0685'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EM0685'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED FRISCO
 EM0685'1948 NO 3 USA 1974.
 EM0685'
 EM0685'TO REACH THE STATION FROM THE GUARD STATION AT THE KEY ENTRANCE
 EM0685'TO THE FORT SILL MILITARY RESERVATION.  GO NORTHWESTERLY ON
 EM0685'SHERIDAN RD. FOR 0.05 MILE TO THE INTERSECTION OF RANDOLPH RD. ON
 EM0685'THE RIGHT, TURN RIGHT AND FOLLOW RANDOLPH RD. NORTHERLY AND
 EM0685'NORTHWESTERLY FOR 1.3 MILES TO THE INTERSECTION OF QUINETTE RD.
 EM0685'ON THE RIGHT.  TURN RIGHT AND FOLLOW QUINETTE RD. NORTHERLY FOR
 EM0685'0.8 MILE TO THE ENTRANCE OF THE FORT SILL GOLF CLUB ON THE
 EM0685'LEFT, KEEP RIGHT AND CONTINUE FOLLOWING QUINETTE RD. NORTHERLY
 EM0685'FOR 0.15 MILE TO UNDER-PASS, CONTINUE STRAIGHT AHEAD ON MAIN
 EM0685'SURFACE ROAD FOR 1.15 MILES TO FORK.  KEEP RIGHT AND GO EASTERLY
 EM0685'ON SURFACE ROAD FOR 1.6 MILES TO CROSSROADS.  (NOTE--CONTINUE
 EM0685'STRAIGHT AHEAD EASTERLY ON SURFACE ROAD FOR ABOUT 0.5 MILE TO
 EM0685'STATION DODGE 1948 ON THE LEFT, ON THE HIGHEST POINT OF A LOW RIDGE,
 EM0685'A RANGE TARGET HAS BEEN ERECTED OVER THE STATION.  STATION CAN
 EM0685'BE USED FOR AN AZIMUTH MARK) TURN LEFT AND FOLLOW GRAVEL ROAD
 EM0685'NORTHEASTERLY FOR 2.8 MILES TO FORK, KEEP RIGHT AND FOLLOW MAIN
 EM0685'SURFACE ROAD NORTHEASTERLY FOR 0.8 MILE TO A SIDE ROAD ON THE
 EM0685'LEFT.  TURN LEFT AND FOLLOW MAIN GRAVEL ROAD NORTHWESTERLY FOR
 EM0685'0.9 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR
 EM0685'0.7 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.1 MILE
 EM0685'TO FORK, KEEP LEFT PASSING THROUGH UNDER-PASS AND GO 0.2 MILE
 EM0685'TO FORK, KEEP RIGHT AND FOLLOW MAIN ROAD NORTHERLY FOR 0.45
 EM0685'MILE TO STATION ON THE LEFT AND RANGE TARGET ON THE LEFT.
 EM0685
 EM0685                          STATION RECOVERY (2000)
 EM0685
 EM0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0685'MARK NOT FOUND.  NOTE--HEAVY ARTILLERY HAS DESTROYED SURFACE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1000 ***********************************************************************
 FJ1000  DESIGNATION -  FUEL RESET
 FJ1000  PID         -  FJ1000
 FJ1000  STATE/COUNTY-  OK/OKLAHOMA
 FJ1000  COUNTRY     -  US
 FJ1000  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1000
 FJ1000                         *CURRENT SURVEY CONTROL
 FJ1000  ______________________________________________________________________
 FJ1000* NAD 83(1993) POSITION- 35 25 42.93380(N) 097 23 09.60750(W)   ADJUSTED
 FJ1000* NAVD 88 ORTHO HEIGHT -   382.    (meters)     1253.    (feet) SCALED
 FJ1000  ______________________________________________________________________
 FJ1000  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 FJ1000  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 FJ1000  HORZ ORDER      -  SECOND
 FJ1000
 FJ1000.The horizontal coordinates were established by classical geodetic methods
 FJ1000.and adjusted by the National Geodetic Survey in November 1994.
 FJ1000
 FJ1000.The orthometric height was scaled from a topographic map.
 FJ1000
 FJ1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1000.GEOID18 height accuracy estimate available here.
 FJ1000
 FJ1000.Click photographs - Photos may exist for this station.
 FJ1000
 FJ1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1000
 FJ1000. The following values were computed from the NAD 83(1993) position.
 FJ1000
 FJ1000;                    North         East     Units Scale Factor Converg.
 FJ1000;SPC OK N     -    47,730.358   655,758.102   MT  1.00002793   +0 21 44.5
 FJ1000;SPC OK N     -   156,595.35  2,151,433.04   sFT  1.00002793   +0 21 44.5
 FJ1000;SPC OK S     -   232,594.734   655,759.049   MT  1.00004442   +0 20 54.7
 FJ1000;SPC OK S     -   763,104.56  2,151,436.15   sFT  1.00004442   +0 20 54.7
 FJ1000;UTM  14      - 3,921,770.495   646,514.318   MT  0.99986454   +0 56 08.8
 FJ1000
 FJ1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1000!SPC OK N     -   0.99994426  x   1.00002793  =   0.99997219
 FJ1000!SPC OK S     -   0.99994426  x   1.00004442  =   0.99998868
 FJ1000!UTM  14      -   0.99994426  x   0.99986454  =   0.99980881
 FJ1000
 FJ1000:                Primary Azimuth Mark                     Grid Az
 FJ1000:SPC OK N     -  TINKER AFB S TANK OF TWO                 310 11 42.4
 FJ1000:SPC OK S     -  TINKER AFB S TANK OF TWO                 310 12 32.2
 FJ1000:UTM  14      -  TINKER AFB S TANK OF TWO                 309 37 18.1
 FJ1000
 FJ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4651421770(NAD 83)
 FJ1000
 FJ1000|---------------------------------------------------------------------|
 FJ1000| PID    Reference Object                     Distance      Geod. Az  |
 FJ1000|                                                           dddmmss.s |
 FJ1000| CL5236 FUEL RM 3                            19.816 METERS 00432     |
 FJ1000| FJ0968 AIRPORT BCN TINKER AFB              APPROX. 2.5 KM 1502451.7 |
 FJ1000| FJ0991 TINKER AFB RADAR ANTENNA            APPROX. 1.4 KM 1544613.7 |
 FJ1000| CL5234 FUEL RM 1                            27.713 METERS 15834     |
 FJ1000| FJ1003 RAMP                                322.870 METERS 22818     |
 FJ1000| CL5235 FUEL RM 2                            26.468 METERS 26550     |
 FJ1000| CL5237 FUEL RM 4                            26.476 METERS 26554     |
 FJ1000| FJ0993 TINKER AFB S TANK OF TWO            APPROX. 1.0 KM 3103326.9 |
 FJ1000|---------------------------------------------------------------------|
 FJ1000
 FJ1000                          SUPERSEDED SURVEY CONTROL
 FJ1000
 FJ1000  NAD 83(1986)-  35 25 42.93838(N)    097 23 09.58985(W) AD(       ) 2
 FJ1000  NAD 27      -  35 25 42.71334(N)    097 23 08.46604(W) AD(       ) 2
 FJ1000
 FJ1000.Superseded values are not recommended for survey control.
 FJ1000
 FJ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1000.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1000
 FJ1000_MARKER: DS = TRIANGULATION STATION DISK
 FJ1000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ1000_SP_SET: FLOOR
 FJ1000_STAMPING: FUEL 1961 1968
 FJ1000_MARK LOGO: CGS
 FJ1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1000
 FJ1000  HISTORY     - Date     Condition        Report By
 FJ1000  HISTORY     - 1961     MONUMENTED       CGS
 FJ1000  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FJ1000  HISTORY     - 1974     GOOD             NGS
 FJ1000  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ1000
 FJ1000                          STATION DESCRIPTION
 FJ1000
 FJ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 FJ1000'THE STATION IS WITHIN TINKER AIR FORCE BASE, 250 FEET EAST
 FJ1000'OF A FUEL DEPOT, NEAR THE SOUTH EDGE OF A CONCRETE PARKING
 FJ1000'RAMP FOR AIRCRAFT FUEL TRUCKS AND WITHIN TRUCK STALL NO. 16.
 FJ1000'
 FJ1000'TO REACH THE STATION FROM THE POST OFFICE IN MIDWEST CITY,
 FJ1000'DRIVE EAST ON SE 29TH FOR 0.6 MILE TO THE TINKER AIR FORCE
 FJ1000'BASE ENTRANCE GATE NUMBER 3.  TURN RIGHT, PASS THROUGH THE
 FJ1000'GATE AND DRIVE SOUTH ALONG THE PAVED STREET FOR 0.3 MILE
 FJ1000'TO THE FUEL DEPOT ON THE LEFT.  TURN LEFT FOR 250 FEET TO THE
 FJ1000'STATION.
 FJ1000'
 FJ1000'THE STATION MARK, A STANDARD DISK STAMPED FUEL 1961, IS CEMENTED
 FJ1000'IN A DRILL HOLE IN THE CONCRETE PARKING RAMP, 174.8 FEET WEST OF
 FJ1000'THE SOUTHWEST CORNER OF A LOADING DOCK, 55.3 FEET NORTH OF
 FJ1000'A PAINTED RED LINE SEPERATING TRUCK AND AIRCRAFT PARKING
 FJ1000'AREAS AND 5.5 FEET NORTH OF AN EAST-WEST PAINTED YELLOW LINE
 FJ1000'MARKING THE SOUTH END OF THE TRUCK PARKING STALLS.
 FJ1000'
 FJ1000'REFERENCE MARK 1, A STANDARD DISK STAMPED FUEL NO 1 1961,
 FJ1000'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE RAMP, IN THE
 FJ1000'CENTER OF A 24 INCHES WIDE YELLOW AIRCRAFT GUIDE LINE, 24.5
 FJ1000'FEET SOUTH OF THE EAST-WEST RED LINE AND 18 INCHES SOUTHEAST
 FJ1000'OF AN AIRCRAFT TIE-DOWN BOLT.
 FJ1000'
 FJ1000'REFERENCE MARK 2, A STANDARD DISK STAMPED FUEL NO 2 1961,
 FJ1000'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE RAMP, 3.0 FEET
 FJ1000'SOUTH OF THE SOUTH END OF THE TRUCK PARKING STALLS 16 INCHES
 FJ1000'SOUTHWEST OF THE DIVIDING LINE BETWEEN STALLS NUMBER 12 AND 13.
 FJ1000'
 FJ1000'ALL OF THE MARKS WERE COUNTER-SUNK 1/4 INCH BELOW THE SURFACE
 FJ1000'OF THE CONCRETE RAMP TO PROTECT THEIR STAMPING FROM BEING
 FJ1000'OBLITERATED BY THE RAMP CLEANING DEVICES.
 FJ1000
 FJ1000                          STATION RECOVERY (1968)
 FJ1000
 FJ1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1000'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FJ1000'NO. 2 WERE DESTROYED TO CLEAR THE AREA TO RECONSTRUCT THE
 FJ1000'CONCRETE FOR A PARKING LOT AFTER TEMPORARY POINTS WERE SET
 FJ1000'TO REMARK THE STATION MARK AND REFERENCE MARK.  A NEW STATION
 FJ1000'MARK DISK WAS REMARKED IN THE ORIGINAL POSITION USING THE
 FJ1000'DISTANCES MEASURED FROM THE TEMPORARY POINTS AND TWO NEW
 FJ1000'REFERENCE MARKS ESTABLISHED.
 FJ1000'
 FJ1000'A COMPLETE DESCRIPTION FOLLOWS- THE STATION IS WITHIN TINKER
 FJ1000'AIR FORCE BASE, NEAR A FUEL TANK IN A PARKING AREA FOR THE
 FJ1000'AIRCRAFT FUEL TRUCKS.
 FJ1000'
 FJ1000'TO REACH STATION FROM THE POST OFFICE IN MIDWEST CITY, GO
 FJ1000'EAST ON SOUTHEAST 29TH STREET 0.6 MILE TO GATE NO. 3 ENTRANCE
 FJ1000'TO TINKER AIR FORCE BASE.  PASS THRU GATE, GO SOUTH 0.3 MILE
 FJ1000'TO THE FUEL DEPOT, THENCE DRIVE EAST ABOUT 50 YARDS TO THE
 FJ1000'STATION.
 FJ1000'
 FJ1000'STATION MARK, A STANDARD DISK, STAMPED FUEL 1961 1968, IS
 FJ1000'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF PARKING LOT.
 FJ1000'IT IS 175 FEET EAST OF THE NORTHEAST LEG OF THE REFUELING
 FJ1000'STATION, 286 FEET SOUTH OF THE SOUTH EDGE OF LOADING DOCK
 FJ1000'AT BUILDING NO. 101, 173 FEET SOUTHEAST OF THE SOUTHEAST
 FJ1000'CORNER OF THE CONCRETE RETAINING WALL AROUND THE FUEL TANK,
 FJ1000'174.8 FEET WEST OF THE SOUTHWEST CORNER OF A LOADING DOCK.  NO
 FJ1000'UNDERGROUND STATION MARK WAS SET.
 FJ1000'
 FJ1000'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED FUEL 1961
 FJ1000'NO 3 1968 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR
 FJ1000'OF THE PARKING LOT.  IT IS 221 FEET SOUTH OF THE SOUTH EDGE
 FJ1000'OF THE LOADING DOCK AT BUILDING 101, 167 FEET EAST OF THE
 FJ1000'SOUTHEAST CORNER OF THE CONCRETE RETAINING WALL AROUND THE
 FJ1000'FUEL TANK, AND 205 FEET NORTHEAST OF THE NORTHEAST LEG OF
 FJ1000'THE REFUELING STATION.
 FJ1000'
 FJ1000'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED FUEL 1961 NO 4
 FJ1000'1968 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 FJ1000'PARKING LOT.  IT IS 101 FEET SOUTHEAST OF THE SOUTHEAST
 FJ1000'CORNER OF THE CONCRETE RETAINING WALL AROUND THE FUEL TANK, 89.23
 FJ1000'FEET NORTHEAST OF THE NORTHEAST LEG OF THE REFUELING STATION,
 FJ1000'AND 34 FEET NORTH-NORTHEAST OF THE CENTER OF A MAN HOLE COVER.
 FJ1000'
 FJ1000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT OKLAHOMA
 FJ1000'CITY.
 FJ1000'
 FJ1000'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FJ1000
 FJ1000                          STATION RECOVERY (1974)
 FJ1000
 FJ1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 FJ1000'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 FJ1000'R.M.S WERE NOT SEARCHED FOR.
 FJ1000'
 FJ1000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TINKER AIR
 FJ1000'FORCE BASE.
 FJ1000
 FJ1000                          STATION RECOVERY (1988)
 FJ1000
 FJ1000'RECOVERY NOTE BY US POWER SQUADRON 1988 (JS)
 FJ1000'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1283 ***********************************************************************
 DM1283  DESIGNATION -  FULLER
 DM1283  PID         -  DM1283
 DM1283  STATE/COUNTY-  OK/MCCURTAIN
 DM1283  COUNTRY     -  US
 DM1283  USGS QUAD   -  HAWORTH (2019)
 DM1283
 DM1283                         *CURRENT SURVEY CONTROL
 DM1283  ______________________________________________________________________
 DM1283* NAD 83(1993) POSITION- 33 50 13.00022(N) 094 43 19.92555(W)   ADJUSTED
 DM1283* NAVD 88 ORTHO HEIGHT -   133.    (meters)      436.    (feet) SCALED
 DM1283  ______________________________________________________________________
 DM1283  GEOID HEIGHT    -        -27.443 (meters)                     GEOID18
 DM1283  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 DM1283  HORZ ORDER      -  SECOND
 DM1283
 DM1283.The horizontal coordinates were established by classical geodetic methods
 DM1283.and adjusted by the National Geodetic Survey in November 1994.
 DM1283
 DM1283.The orthometric height was scaled from a topographic map.
 DM1283
 DM1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1283.GEOID18 height accuracy estimate available here.
 DM1283
 DM1283.Click photographs - Photos may exist for this station.
 DM1283
 DM1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1283
 DM1283. The following values were computed from the NAD 83(1993) position.
 DM1283
 DM1283;                    North         East     Units Scale Factor Converg.
 DM1283;SPC OK S     -    60,788.681   903,348.932   MT  1.00002035   +1 51 37.9
 DM1283;SPC OK S     -   199,437.53  2,963,737.29   sFT  1.00002035   +1 51 37.9
 DM1283;SPC TXNC     - 2,246,957.330   949,589.434   MT  0.99996639   +2 03 37.4
 DM1283;SPC TXNC     - 7,371,892.51  3,115,444.67   sFT  0.99996639   +2 03 37.4
 DM1283;UTM  15      - 3,745,410.765   340,645.995   MT  0.99991305   -0 57 33.0
 DM1283
 DM1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1283!SPC OK S     -   0.99998343  x   1.00002035  =   1.00000378
 DM1283!SPC TXNC     -   0.99998343  x   0.99996639  =   0.99994982
 DM1283!UTM  15      -   0.99998343  x   0.99991305  =   0.99989648
 DM1283
 DM1283:                Primary Azimuth Mark                     Grid Az
 DM1283:SPC OK S     -  FULLER AZ MK                             175 17 57.1
 DM1283:SPC TXNC     -  FULLER AZ MK                             175 05 57.6
 DM1283:UTM  15      -  FULLER AZ MK                             178 07 08.0
 DM1283
 DM1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4064545410(NAD 83)
 DM1283
 DM1283|---------------------------------------------------------------------|
 DM1283| PID    Reference Object                     Distance      Geod. Az  |
 DM1283|                                                           dddmmss.s |
 DM1283| CX5858 FULLER RM 1                          28.873 METERS 04229     |
 DM1283| CX5857 FULLER AZ MK                                       1770935.0 |
 DM1283| CX5859 FULLER RM 2                          34.564 METERS 26458     |
 DM1283|---------------------------------------------------------------------|
 DM1283
 DM1283                          SUPERSEDED SURVEY CONTROL
 DM1283
 DM1283  NAD 83(1986)-  33 50 13.00635(N)    094 43 19.91521(W) AD(       ) 2
 DM1283  NAD 27      -  33 50 12.60400(N)    094 43 19.15000(W) AD(       ) 2
 DM1283
 DM1283.Superseded values are not recommended for survey control.
 DM1283
 DM1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1283.See file dsdata.pdf to determine how the superseded data were derived.
 DM1283
 DM1283_MARKER: DS = TRIANGULATION STATION DISK
 DM1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1283_STAMPING: FULLER 1952
 DM1283_MARK LOGO: CGS
 DM1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1283+STABILITY: SURFACE MOTION
 DM1283
 DM1283  HISTORY     - Date     Condition        Report By
 DM1283  HISTORY     - 1952     MONUMENTED       CGS
 DM1283  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DM1283
 DM1283                          STATION DESCRIPTION
 DM1283
 DM1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1283'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF IDABEL AND
 DM1283'JUST SOUTH OF THE BROKUS GROCERY STORE.  IT IS 65.3 FEET SOUTHEAST
 DM1283'OF THE SOUTHEAST CORNER OF A HOUSE, 43.5 FEET WEST OF THE CENTER
 DM1283'OF A GRAVEL ROAD, 18 FEET NORTH OF A FENCE AND 17 FEET NORTH OF A
 DM1283'WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 DM1283'STAMPED FULLER 1952.
 DM1283'
 DM1283'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRAVEL
 DM1283'ROAD AND 2 FEET WEST OF A T FENCE CORNER.  THE MARK PROJECTS 4
 DM1283'INCHES AND THE DISK IS STAMPED FULLER NO 1 1952.
 DM1283'
 DM1283'REFERENCE MARK NO. 2 IS 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DM1283'OF THE HOUSE AND 4 FEET NORTH-NORTHEAST OF A FENCE CORNER.  THE
 DM1283'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FULLER NO 2 1952.
 DM1283'
 DM1283'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 DM1283'19 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 2 FEET SOUTHWEST OF A
 DM1283'POWER POLE, 2 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET EAST
 DM1283'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 DM1283'STAMPED FULLER 1952.
 DM1283'
 DM1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 DM1283'STATE HIGHWAY 87, AT THE NORTHEAST EDGE OF IDABEL, GO EAST ON
 DM1283'STATE HIGHWAY 87 FOR 2.95 MILES TO A GRAVEL SIDE ROAD LEFT,
 DM1283'TURN LEFT AND FOLLOW THE GRAVEL ROAD FOR 7.0 MILES TO A GROCERY
 DM1283'STORE ON THE RIGHT AT A CROSS-ROADS.  TURN RIGHT AND GO SOUTH
 DM1283'ON A DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 DM1283'
 DM1283'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A DIRT ROAD
 DM1283'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 DM1283'
 DM1283'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1283
 DM1283                          STATION RECOVERY (1956)
 DM1283
 DM1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1283'THE STATION IS COVERED WITH BASE GRAVEL, BUT PROBABLY STILL IN
 DM1283'POSITION.
 DM1283'
 DM1283'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND IN GOOD
 DM1283'CONDITION AS DESCRIBED.  ALSO WITNESS POST WAS FOUND.  HOUSE IN
 DM1283'DESCRIPTION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0787 ***********************************************************************
 GG0787  DESIGNATION -  FULLER
 GG0787  PID         -  GG0787
 GG0787  STATE/COUNTY-  OK/WAGONER
 GG0787  COUNTRY     -  US
 GG0787  USGS QUAD   -  NEODESHA (2019)
 GG0787
 GG0787                         *CURRENT SURVEY CONTROL
 GG0787  ______________________________________________________________________
 GG0787* NAD 83(1993) POSITION- 36 00 43.81621(N) 095 28 10.99419(W)   ADJUSTED
 GG0787* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 GG0787  ______________________________________________________________________
 GG0787  GEOID HEIGHT    -        -29.268 (meters)                     GEOID18
 GG0787  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 GG0787  HORZ ORDER      -  FIRST
 GG0787
 GG0787.The horizontal coordinates were established by classical geodetic methods
 GG0787.and adjusted by the National Geodetic Survey in November 1994.
 GG0787
 GG0787.The orthometric height was scaled from a topographic map.
 GG0787
 GG0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0787.GEOID18 height accuracy estimate available here.
 GG0787
 GG0787.Click photographs - Photos may exist for this station.
 GG0787
 GG0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0787
 GG0787. The following values were computed from the NAD 83(1993) position.
 GG0787
 GG0787;                    North         East     Units Scale Factor Converg.
 GG0787;SPC OK N     -   115,275.105   828,066.821   MT  0.99994906   +1 29 35.7
 GG0787;SPC OK N     -   378,198.41  2,716,749.23   sFT  0.99994906   +1 29 35.7
 GG0787;UTM  15      - 3,988,119.904   277,422.706   MT  1.00021047   -1 27 09.7
 GG0787
 GG0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0787!SPC OK N     -   0.99997162  x   0.99994906  =   0.99992068
 GG0787!UTM  15      -   0.99997162  x   1.00021047  =   1.00018209
 GG0787
 GG0787:                Primary Azimuth Mark                     Grid Az
 GG0787:SPC OK N     -  WAGONER MUNICIPAL TANK                   123 01 01.2
 GG0787:UTM  15      -  WAGONER MUNICIPAL TANK                   125 57 46.6
 GG0787
 GG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7742288119(NAD 83)
 GG0787
 GG0787|---------------------------------------------------------------------|
 GG0787| PID    Reference Object                     Distance      Geod. Az  |
 GG0787|                                                           dddmmss.s |
 GG0787| DQ4537 FULLER RM 2                          20.102 METERS 01511     |
 GG0787| CI0955 FULLER RM 3                          17.325 METERS 04442     |
 GG0787| FH1094 WAGONER COTTON MILL BLACK TANK      APPROX. 9.5 KM 1234347.8 |
 GG0787| FH1076 WAGONER MUNICIPAL TANK              APPROX.10.4 KM 1243036.9 |
 GG0787| FH1140 PORTER BLACK WATER TANK             APPROX.17.0 KM 1963050.5 |
 GG0787| FH1138 PORTER HIGH SCHOOL BRICK STACK      APPROX.16.4 KM 1964124.8 |
 GG0787| DQ4538 FULLER AZ MK                                       2065222.8 |
 GG0787| DQ4536 FULLER RM 1                          17.258 METERS 23901     |
 GG0787| CI0956 FULLER RM 4                           5.541 METERS 34956     |
 GG0787|---------------------------------------------------------------------|
 GG0787
 GG0787                          SUPERSEDED SURVEY CONTROL
 GG0787
 GG0787  NAD 83(1986)-  36 00 43.84002(N)    095 28 10.97860(W) AD(       ) 1
 GG0787  NAD 27      -  36 00 43.48000(N)    095 28 10.07600(W) AD(       ) 1
 GG0787
 GG0787.Superseded values are not recommended for survey control.
 GG0787
 GG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0787.See file dsdata.pdf to determine how the superseded data were derived.
 GG0787
 GG0787_MARKER: DS = TRIANGULATION STATION DISK
 GG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0787_STAMPING: FULLER 1934
 GG0787_MARK LOGO: CGS
 GG0787_PROJECTION: FLUSH
 GG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0787+STABILITY: SURFACE MOTION
 GG0787
 GG0787  HISTORY     - Date     Condition        Report By
 GG0787  HISTORY     - 1934     MONUMENTED       CGS
 GG0787  HISTORY     - 1940     GOOD             CGS
 GG0787  HISTORY     - 1955     GOOD             SSC
 GG0787  HISTORY     - 1960     GOOD             CGS
 GG0787  HISTORY     - 19680302 GOOD             USGS
 GG0787  HISTORY     - 1970     GOOD             NGS
 GG0787
 GG0787                          STATION DESCRIPTION
 GG0787
 GG0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0787'STATION IS LOCATED 5 MILES W, 4 MILES N OF WAGONER IN T. 18N,
 GG0787'R. 17E, IN NW 1/4 OF SEC. 26, ON HIGHEST POINT OF A FLAT-TOPPED
 GG0787'PROMINENT KNOLL EXTENDING NE AND SW.
 GG0787'
 GG0787'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET
 GG0787'IN CONCRETE.
 GG0787'
 GG0787'SURFACE MARK IS STAMPED FULLER 1934 AND IS SET FLUSH WITH THE
 GG0787'GROUND.
 GG0787'
 GG0787'REFERENCE MARK NO. 1 IS 56.71 FEET AND 17.282 METERS SW OF STATION
 GG0787'SETTING IN DRILL HOLE IN ROCK, A STANDARD BRONZE DISK STAMPED
 GG0787'FULLER NO. 1, 1934, PROJECTING ABOUT 2 FEET ABOVE GROUND.
 GG0787'REFERENCE MARK NO. 2, IS 65.96 FEET AND 20.104 METERS NNW OF
 GG0787'STATION SETTING IN DRILL HOLE IN ROCK.  IT IS A STANDARD
 GG0787'BRONZE DISK STAMPED FULLER NO. 2, 1934.
 GG0787'
 GG0787'AZIMUTH MARK IS ABOUT 0.7 MILE SSW OF STATION INSIDE OF FENCE
 GG0787'CORNER WHICH IS ABOUT 25 FEET SE OF CROSS ROAD.
 GG0787'
 GG0787'TO REACH THE STATION FROM WAGONER GO W ON STATE HIGHWAY 51
 GG0787'(M.K.T. RAILROAD DEPOT) 4.55 MILES, THEN LEAVE STATE HIGHWAY
 GG0787'51, TURN RIGHT (N) GO 3 MILES, TURN LEFT (W) 1.0 MILE, THEN
 GG0787'RIGHT (N) 0.5 MILE, TURN RIGHT (E) THROUGH WIRE GATE AT CORNER
 GG0787'OF FIELD WITH SMALL TREES IN THE CORNER, (KEEPING ON N SIDE
 GG0787'OF FENCE), GO 0.25 MILE, TURN LEFT (N) THROUGH TWO GATES,
 GG0787'BEAR NE 0.15 MILE TO S END OF KNOLL, AND STATION.
 GG0787'
 GG0787'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GG0787
 GG0787                          STATION RECOVERY (1940)
 GG0787
 GG0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 GG0787'THIS STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE
 GG0787'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GG0787'REFERENCE MARK NO. 2 HAS BEEN DESTROYED AND ALL THAT REMAINS
 GG0787'IS A LARGE DRILL HOLE IN A BOULDER.  TWO NEW REFERENCE MARKS
 GG0787'WERE SET AT THIS TIME, REFERENCE MARK NO. 3 AND REFERENCE MARK
 GG0787'NO.  4.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GG0787'
 GG0787'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT FLAT-TOPPED
 GG0787'KNOLL WHICH EXTENDS NE AND SW.  IT IS ABOUT 5 MILES W AND 4
 GG0787'MILES N OF WAGONER.
 GG0787'
 GG0787'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK STAMPED FULLER
 GG0787'NO. 3, 1940.  IT IS SET IN OUTCROPPING BEDROCK AND IS ABOUT
 GG0787'4 FEET LOWER THAN THE STATION.  REFERENCE MARK NO. 4 IS A
 GG0787'STANDARD BRONZE DISK STAMPED FULLER NO. 4 1940.  IT IS SET
 GG0787'IN OUTCROPPING BEDROCK AND IS ABOUT 2 FEET LOWER THAN THE
 GG0787'STATION.
 GG0787'
 GG0787'THE AZIMUTH MARK IS 3 FEET SE OF A FENCE CORNER, 30 FEET S OF
 GG0787'THE CENTER OF A DIRT ROAD AND 30 FEET E OF THE CENTER OF A
 GG0787'DIRT ROAD.  IT IS STAMPED FULLER 1934 AND PROJECTS 4 INCHES.
 GG0787'
 GG0787'TO REACH STATION FROM THE RAILROAD DEPOT IN WAGONER, GO W ON
 GG0787'STATE HIGHWAY 51 FOR 4.55 MILES TO A GRAVEL ROAD TO THE RIGHT
 GG0787'(N), TURN RIGHT AND GO 3 MILES TO A DIRT ROAD LEFT (W), TURN
 GG0787'LEFT AND GO 1 MILE TO A CROSS ROAD (AZIMUTH MARK AT SE CORNER
 GG0787'OF CROSS ROAD), TURN RIGHT (N), AND GO 0.5 MILE TO A WIRE GATE
 GG0787'ON THE RIGHT SIDE OF THE ROAD, TURN RIGHT THROUGH GATE AND
 GG0787'FOLLOW TRACK ROAD ALONG THE N SIDE OF FENCE 0.25 MILE TO A
 GG0787'TURN AT CORNER OF FIELD, TURN LEFT (N) AND GO 0.15 MILE TO A
 GG0787'WIRE GATE, PASS THROUGH GATE AND BEAR NE 0.15 MILE UP HILL TO
 GG0787'S END OF KNOLL AND STATION.
 GG0787'
 GG0787'THE 1934 MEASUREMENTS AND DIRECTIONS WERE FOUND TO BE IN ERROR
 GG0787'AND AS THERE HAS BEEN NO APPARENT MOVEMENT OF THE MARKS, THE
 GG0787'1940 MEASUREMENTS WHICH HAVE BEEN CAREFULLY MEASURED
 GG0787'HORIZONTALLY, ARE TO BE CONSIDERED CORRECT.
 GG0787
 GG0787                          STATION RECOVERY (1955)
 GG0787
 GG0787'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 GG0787'STATION AND REFERENCE MARKS 1, 3, AND 4 WERE RECOVERED IN
 GG0787'GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 2 NOT RECOVERED.
 GG0787'AZIMUTH MARK NOT VISITED.
 GG0787
 GG0787                          STATION RECOVERY (1960)
 GG0787
 GG0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0787'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0787'CONDITION.  THE 1940 DESCRIPTION TO REACH THE STATION IS
 GG0787'ADEQUATE AS FAR AS THE AZIMUTH MARK.  FROM THE CROSSROADS AT
 GG0787'THE AZIMUTH MARK GO NORTH FOR 0.7 MILE TO A WIRE GATE ON THE
 GG0787'RIGHT JUST SOUTH OF FARM YARD, TURN RIGHT AND GO EAST ALONG
 GG0787'SOUTH SIDE OF FENCE FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH
 GG0787'GATE AND GO EAST FOR 0.15 MILE TO A NORTH-SOUTH FENCE LINE,
 GG0787'PACK EAST FOR 0.1 MILE TO THE TOP OF THE SOUTH END OF THE
 GG0787'RIDGE AND STATION.
 GG0787
 GG0787                          STATION RECOVERY (1968)
 GG0787
 GG0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GLD)
 GG0787'RECOVERED IN GOOD CONDITION.
 GG0787
 GG0787                          STATION RECOVERY (1970)
 GG0787
 GG0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0787'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 GG0787'REFERENCE MARK NO. 4, AND THE AZIMUTH MARK WERE RECOVERED AS
 GG0787'PREVIOUSLY DESCRIBED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 GG0787'NO OBSERVATION WAS TAKEN ON THE AZIMUTH MARK.  A DISCREPANCY WAS
 GG0787'FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1 BY THE U.S. GEOLOGICAL
 GG0787'SURVEY AND THE DIRECTION WAS FOUND TO BE IN ERROR BY-16 MINUTES 23
 GG0787'SECONDS.
 GG0787'
 GG0787'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 GG0787'
 GG0787'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CROSSROAD, 30 FEET
 GG0787'SOUTH OF THE CENTER OF A GRAVELED ROAD, 30 FEET EAST OF THE CENTER
 GG0787'OF A GRAVELED ROAD, 3 FEET SOUTH OF A CORNER FENCE POST, 3 FEET
 GG0787'SOUTH OF A METAL WITNESS POST, AND PROJECTS 2 INCHES.
 GG0787'
 GG0787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES WNW
 GG0787'OF WAGONER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0774 ***********************************************************************
 EL0774  DESIGNATION -  FUMES
 EL0774  PID         -  EL0774
 EL0774  STATE/COUNTY-  OK/MARSHALL
 EL0774  COUNTRY     -  US
 EL0774  USGS QUAD   -  RAVIA (2018)
 EL0774
 EL0774                         *CURRENT SURVEY CONTROL
 EL0774  ______________________________________________________________________
 EL0774* NAD 83(1993) POSITION- 34 09 06.43362(N) 096 50 05.78493(W)   ADJUSTED
 EL0774* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 EL0774  ______________________________________________________________________
 EL0774  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 EL0774  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 EL0774  HORZ ORDER      -  FIRST
 EL0774
 EL0774.The horizontal coordinates were established by classical geodetic methods
 EL0774.and adjusted by the National Geodetic Survey in November 1994.
 EL0774
 EL0774.The orthometric height was scaled from a topographic map.
 EL0774
 EL0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0774.GEOID18 height accuracy estimate available here.
 EL0774
 EL0774.Click photographs - Photos may exist for this station.
 EL0774
 EL0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0774
 EL0774. The following values were computed from the NAD 83(1993) position.
 EL0774
 EL0774;                    North         East     Units Scale Factor Converg.
 EL0774;SPC OK S     -    91,405.734   707,435.746   MT  0.99996424   +0 39 40.7
 EL0774;SPC OK S     -   299,886.98  2,320,978.78   sFT  0.99996424   +0 39 40.7
 EL0774;UTM  14      - 3,781,103.737   699,599.953   MT  1.00009113   +1 12 57.0
 EL0774
 EL0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0774!SPC OK S     -   0.99995840  x   0.99996424  =   0.99992264
 EL0774!UTM  14      -   0.99995840  x   1.00009113  =   1.00004953
 EL0774
 EL0774:                Primary Azimuth Mark                     Grid Az
 EL0774:SPC OK S     -  FUMES AZ MK                              137 09 41.0
 EL0774:UTM  14      -  FUMES AZ MK                              136 36 24.7
 EL0774
 EL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9959981103(NAD 83)
 EL0774
 EL0774|---------------------------------------------------------------------|
 EL0774| PID    Reference Object                     Distance      Geod. Az  |
 EL0774|                                                           dddmmss.s |
 EL0774| EL0772 TISHOMINGO MURRAY SCH AGRI TK       APPROX.16.4 KM 0605657.2 |
 EL0774| CY1921 FUMES AZ MK                                        1374921.7 |
 EL0774| CY1922 FUMES RM 1                           21.171 METERS 19031     |
 EL0774| CY1923 FUMES RM 2                           21.866 METERS 27700     |
 EL0774|---------------------------------------------------------------------|
 EL0774
 EL0774                          SUPERSEDED SURVEY CONTROL
 EL0774
 EL0774  NAD 83(1986)-  34 09 06.43971(N)    096 50 05.77733(W) AD(       ) 1
 EL0774  NAD 27      -  34 09 06.09200(N)    096 50 04.75720(W) AD(       ) 1
 EL0774
 EL0774.Superseded values are not recommended for survey control.
 EL0774
 EL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0774.See file dsdata.pdf to determine how the superseded data were derived.
 EL0774
 EL0774_MARKER: DS = TRIANGULATION STATION DISK
 EL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0774_STAMPING: FUMES 1954
 EL0774_MARK LOGO: CGS
 EL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0774+STABILITY: SURFACE MOTION
 EL0774
 EL0774  HISTORY     - Date     Condition        Report By
 EL0774  HISTORY     - 1954     MONUMENTED       CGS
 EL0774
 EL0774                          STATION DESCRIPTION
 EL0774
 EL0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0774'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF MADILL,
 EL0774'ABOUT 4 MILES SOUTHEAST OF MANNSVILLE, ON THE SUMMIT OF A
 EL0774'PROMINENT TIMBERED RIDGE AND AT THE WEST EDGE OF A GRASSY OPEN
 EL0774'PLOT, ON LAND BELONGING TO MR. J.C. STRIBLING.  THE STATION MARK
 EL0774'IS 23 FEET WEST OF A TREE WITH A TRIANGLE BLAZE, 22 FEET SOUTH
 EL0774'OF A TREE WITH A TRIANGLE BLAZE AND AND 6 FEET SOUTHEAST OF THE
 EL0774'WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED FUMES
 EL0774'1954.
 EL0774'
 EL0774'REFERENCE MARK NO. 1 IS 70 FEET SOUTH OF THE WITNESS POST AND
 EL0774'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 6 INCHES AND
 EL0774'IS STAMPED FUMES NO 1 1954.
 EL0774'
 EL0774'REFERENCE MARK NO. 2 IS 66 FEET WEST OF THE WITNESS POST AND
 EL0774'50 FEET WEST OF A TREE WITH A TRIANGLE BLAZE.  IT PROJECTS 8
 EL0774'INCHES AND IS STAMPED FUMES NO 2 1954.
 EL0774'
 EL0774'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 96.80 FEET.
 EL0774'
 EL0774'THE AZIMUTH MARK IS 45 FEET NORTH OF THE NORTHWEST CORNER OF
 EL0774'AN ABANDONED HOUSE, 18 FEET EAST OF THE CENTER OF A TRACK
 EL0774'ROAD AND 2 FEET NORTH OF A WITNESS POST.  IT PROJECTS 5
 EL0774'INCHES AND IS STAMPED FUMES 1954.
 EL0774'
 EL0774'TO REACH THE STATION FROM THE POST OFFICE IN MANNSVILLE GO
 EL0774'SOUTHEASTERLY ON U.S. HIGHWAY 70 FOR 2.4 MILES TO THE JUNCTION
 EL0774'WITH STATE HIGHWAY 12.  KEEP RIGHT AND CONTINUE SOUTHEAST ON
 EL0774'U.S. HIGHWAY 70 FOR 2.4 MILES TO A WIRE GATE ON THE RIGHT.
 EL0774'TURN RIGHT AND FOLLOW TRACK ROAD NORTHWEST AND WEST-NORTHWEST FOR
 EL0774'0.5 MILE TO A FENCE LINE.  TURN LEFT FOLLOWING THE FENCE LINE
 EL0774'SOUTH FOR 0.2 MILE TO A GATE.  PASS THRU GATE FOLLOWING
 EL0774'TRACK ROAD WEST FOR 0.15 MILE TO A FORK, JUST NORTH OF A
 EL0774'RESERVOIR.  TAKE RIGHT FORK AND FOLLOW TRACK ROAD WEST
 EL0774'NORTHWEST FOR 0.7 MILE TO AN ABANDONED HOUSE AND THE AZIMUTH
 EL0774'MARK ON THE RIGHT.  CONTINUE NORTHWEST ON THE TRACK ROAD
 EL0774'FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.15 MILE TO
 EL0774'THE SUMMIT OF A RIDGE.  HERE LEAVE THE TRACK ROAD AND GO
 EL0774'NORTHERLY ALONG THE CREST OF THE RIDGE FOR 0.1 MILE TO THE
 EL0774'STATION AND REFERENCE MARKS AS DESCRIBED.
 EL0774'
 EL0774'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1051 ***********************************************************************
 EL1051  CBN         -  This is a Cooperative Base Network Control Station.
 EL1051  DESIGNATION -  FUQUA
 EL1051  PID         -  EL1051
 EL1051  STATE/COUNTY-  OK/STEPHENS
 EL1051  COUNTRY     -  US
 EL1051  USGS QUAD   -  LAKE FUQUA (2018)
 EL1051
 EL1051                         *CURRENT SURVEY CONTROL
 EL1051  ______________________________________________________________________
 EL1051* NAD 83(2011) POSITION- 34 36 57.90501(N) 097 40 07.12302(W)   ADJUSTED
 EL1051* NAD 83(2011) ELLIP HT-   312.846 (meters)        (06/27/12)   ADJUSTED
 EL1051* NAD 83(2011) EPOCH   -  2010.00
 EL1051* NAVD 88 ORTHO HEIGHT -   338.6   (meters)     1111.    (feet) GPS OBS
 EL1051  ______________________________________________________________________
 EL1051  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EL1051  GEOID HEIGHT    -        -25.651 (meters)                     GEOID96
 EL1051  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 EL1051  NAD 83(2011) X  -   -701,246.948 (meters)                     COMP
 EL1051  NAD 83(2011) Y  - -5,207,997.390 (meters)                     COMP
 EL1051  NAD 83(2011) Z  -  3,603,075.007 (meters)                     COMP
 EL1051  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 EL1051
 EL1051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1051  Standards:
 EL1051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1051  -------------------------------------------------------------------
 EL1051  NETWORK    1.73   3.51           0.75   0.66   1.79      0.02974332
 EL1051  -------------------------------------------------------------------
 EL1051  Click here for local accuracies and other accuracy information.
 EL1051
 EL1051.The horizontal coordinates were established by GPS observations
 EL1051.and adjusted by the National Geodetic Survey in June 2012.
 EL1051
 EL1051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1051.been affixed to the stable North American tectonic plate. See 
 EL1051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1051
 EL1051.The horizontal coordinates are valid at the epoch date displayed above
 EL1051.which is a decimal equivalence of Year/Month/Day.
 EL1051
 EL1051.The orthometric height was determined by GPS observations and a
 EL1051.high-resolution geoid model.
 EL1051
 EL1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1051.GEOID18 height accuracy estimate available here.
 EL1051
 EL1051.Click photographs - Photos may exist for this station.
 EL1051
 EL1051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1051
 EL1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1051
 EL1051.The ellipsoidal height was determined by GPS observations
 EL1051.and is referenced to NAD 83.
 EL1051
 EL1051. The following values were computed from the NAD 83(2011) position.
 EL1051
 EL1051;                    North         East     Units Scale Factor Converg.
 EL1051;SPC OK S     -   142,336.973   630,387.370   MT  0.99993610   +0 11 17.1
 EL1051;SPC OK S     -   466,983.89  2,068,195.90   sFT  0.99993610   +0 11 17.1
 EL1051;UTM  14      - 3,831,275.334   622,056.944   MT  0.99978363   +0 45 23.0
 EL1051
 EL1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1051!SPC OK S     -   0.99995089  x   0.99993610  =   0.99988700
 EL1051!UTM  14      -   0.99995089  x   0.99978363  =   0.99973453
 EL1051
 EL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2205631275(NAD 83)
 EL1051
 EL1051                          SUPERSEDED SURVEY CONTROL
 EL1051
 EL1051  NAD 83(2007)-  34 36 57.90498(N)    097 40 07.12357(W) AD(2002.00) 0
 EL1051  ELLIP H (02/10/07)  312.862  (m)                       GP(2002.00)    
 EL1051  ELLIP H (04/16/01)  312.873  (m)                       GP(       ) 4 2
 EL1051  NAD 83(1993)-  34 36 57.90453(N)    097 40 07.12357(W) AD(       ) B
 EL1051  ELLIP H (05/09/94)  312.923  (m)                       GP(       ) 4 2
 EL1051  NAVD 88 (01/13/95)  338.6    (m)  UNKNOWN  model used  GPS OBS        
 EL1051  NAVD 88 (05/09/94)  338.5    (m)  GEOID93  model used  GPS OBS        
 EL1051
 EL1051.Superseded values are not recommended for survey control.
 EL1051
 EL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1051.See file dsdata.pdf to determine how the superseded data were derived.
 EL1051
 EL1051_MARKER: I = METAL ROD
 EL1051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1051_STAMPING: FUQUA 1993
 EL1051_MARK LOGO: NGS
 EL1051_PROJECTION: FLUSH
 EL1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1051+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 EL1051_ROD/PIPE-DEPTH: 2.3 meters
 EL1051_SLEEVE-DEPTH  : 00.9 meters
 EL1051
 EL1051  HISTORY     - Date     Condition        Report By
 EL1051  HISTORY     - 1993     MONUMENTED       NGS
 EL1051  HISTORY     - 20040203 GOOD             OKSLS
 EL1051
 EL1051                          STATION DESCRIPTION
 EL1051
 EL1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EL1051'STATION IS LOCATED ABOUT 27 KM (16.75 MI) EAST OF MARLOW, 26 KM
 EL1051'(16.15 MI) WEST OF ELMORE CITY, 2.5 KM (1.55 MI) SOUTH OF STATE
 EL1051'HIGHWAY 29, ON THE EAST SIDE OF THE NORTHEAST FINGER OF LAKE FUQUA,
 EL1051'ALONG A PAVED ROAD, ON A BENCH LEADING WEST DOWNSLOPE TO THE LAKE, IN
 EL1051'A FIELD, IN EAST CENTRAL SECTION 25, T 2 N, R 5 W.  OWNERSHIP--CITY
 EL1051'OF DUNCAN.
 EL1051'TO REACH FROM THE JUNCTION OF US HIGHWAY 81 AND STATE HIGHWAY 29 IN
 EL1051'MARLOW, GO EAST ON HIGHWAY 29 FOR 10.5 KM (6.50 MI) TO A BRIDGE OVER
 EL1051'CLEAR CREEK.  CONTINUE AHEAD, EAST, 13.2 KM (8.20 MI) TO A BRIDGE
 EL1051'OVER A CREEK. CONTINUE AHEAD, EAST, 3.5 KM (2.15 MI) TO A PAVED ROAD
 EL1051'RIGHT AT SIGN -LAKE FUQUA-. TURN RIGHT, SOUTH, ON PAVED ROAD FOR 2.05
 EL1051'KM (1.25 MI) TO THE SOUTH END OF A CAUSEWAY ACROSS THE LAKE. CONTINUE
 EL1051'AHEAD FOR 0.44 KM (0.25 MI) TO THE STATION ON THE RIGHT, JUST BEFORE
 EL1051'A TRACK ROAD LEFT.
 EL1051'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EL1051'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 EL1051'LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT IS 11.7 M
 EL1051'(38.4 FT) WEST OF, AND LEVEL WITH THE ROAD CENTER, 2.5 M (8.2 FT)
 EL1051'WEST OF A METAL WITNESS POST IN THE FENCE LINE, 1.0 M (3.3 FT) NORTH
 EL1051'OF A FIBERGLASS WITNESS POST, 1.1 M (3.6 FT) SOUTH OF A FIBERGLASS
 EL1051'WITNESS POST, 3.0 M (9.8 FT) NORTHWEST OF THE NORTH ONE OF TWO BRACED
 EL1051'RAILROAD TIE FENCE POSTS, AND 11.5 M (37.7 FT) NORTH OF THE EXTENDED
 EL1051'CENTER OF THE TRACK ROAD.
 EL1051
 EL1051                          STATION RECOVERY (2004)
 EL1051
 EL1051'RECOVERY NOTE BY OKLAHOMA SOCIETY OF LAND SURVEYORS 2004 (DP)
 EL1051'OPUS-4HOUR SESSION RETURNED
 EL1051'ZONE 3502-OKAHOMA SOUTH
 EL1051'142336.969 NORTHING 630387.354 EASTING
 EL1051'ELLIPS 312.858
 EL1051'ALL NAD-83 (CORS96) EPOCH 2002.00
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1194 ***********************************************************************
 FJ1194  DESIGNATION -  FUSKEE
 FJ1194  PID         -  FJ1194
 FJ1194  STATE/COUNTY-  OK/OKFUSKEE
 FJ1194  COUNTRY     -  US
 FJ1194  USGS QUAD   -  PRAGUE NE (2018)
 FJ1194
 FJ1194                         *CURRENT SURVEY CONTROL
 FJ1194  ______________________________________________________________________
 FJ1194* NAD 83(1993) POSITION- 35 26 50.37774(N) 096 36 01.83291(W)   ADJUSTED
 FJ1194* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1194  ______________________________________________________________________
 FJ1194  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 FJ1194  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 FJ1194  HORZ ORDER      -  THIRD
 FJ1194
 FJ1194.The horizontal coordinates were established by classical geodetic methods
 FJ1194.and adjusted by the National Geodetic Survey in November 1994.
 FJ1194
 FJ1194.The orthometric height was scaled from a topographic map.
 FJ1194
 FJ1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1194.GEOID18 height accuracy estimate available here.
 FJ1194
 FJ1194.Click photographs - Photos may exist for this station.
 FJ1194
 FJ1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1194
 FJ1194. The following values were computed from the NAD 83(1993) position.
 FJ1194
 FJ1194;                    North         East     Units Scale Factor Converg.
 FJ1194;SPC OK N     -    50,548.418   727,056.417   MT  1.00002380   +0 49 33.3
 FJ1194;SPC OK N     -   165,840.93  2,385,350.93   sFT  1.00002380   +0 49 33.3
 FJ1194;UTM  14      - 3,925,297.402   717,780.251   MT  1.00018451   +1 23 31.7
 FJ1194
 FJ1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1194!SPC OK N     -   0.99995602  x   1.00002380  =   0.99997982
 FJ1194!UTM  14      -   0.99995602  x   1.00018451  =   1.00014052
 FJ1194
 FJ1194:                Primary Azimuth Mark                     Grid Az
 FJ1194:SPC OK N     -  FUSKEE AZ MK                             180 04 29.8
 FJ1194:UTM  14      -  FUSKEE AZ MK                             179 30 31.4
 FJ1194
 FJ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1778025297(NAD 83)
 FJ1194
 FJ1194|---------------------------------------------------------------------|
 FJ1194| PID    Reference Object                     Distance      Geod. Az  |
 FJ1194|                                                           dddmmss.s |
 FJ1194| CI0966 FUSKEE RM 1                          21.197 METERS 06502     |
 FJ1194| CI0965 FUSKEE AZ MK                                       1805403.1 |
 FJ1194| CI0967 FUSKEE RM 2                          16.475 METERS 18645     |
 FJ1194|---------------------------------------------------------------------|
 FJ1194
 FJ1194                          SUPERSEDED SURVEY CONTROL
 FJ1194
 FJ1194  NAD 83(1986)-  35 26 50.38252(N)    096 36 01.81122(W) AD(       ) 3
 FJ1194  NAD 27      -  35 26 50.11643(N)    096 36 00.76256(W) AD(       ) 3
 FJ1194
 FJ1194.Superseded values are not recommended for survey control.
 FJ1194
 FJ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1194.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1194
 FJ1194_MARKER: DS = TRIANGULATION STATION DISK
 FJ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1194_STAMPING: FUSKEE 1957
 FJ1194_MARK LOGO: CGS
 FJ1194_PROJECTION: FLUSH
 FJ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1194+STABILITY: SURFACE MOTION
 FJ1194
 FJ1194  HISTORY     - Date     Condition        Report By
 FJ1194  HISTORY     - 1957     MONUMENTED       CGS
 FJ1194
 FJ1194                          STATION DESCRIPTION
 FJ1194
 FJ1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1194'THE STATION IS ABOUT 5-1/2 MILES EAST AND 3 MILES SOUTH OF
 FJ1194'PRAGUE, 1-1/2 MILES EAST OF THE OKFUSKEE-POTTAWATOMIE COUNTY
 FJ1194'LINE, IN THE SOUTHWEST CORNER OF A BARN LOT, ON LAND OWNED
 FJ1194'BY MRS. W.E. WELLS OF PRAGUE, AND OCCUPIED BY MR. ROY ROBERTS.
 FJ1194'AN OKFUSKEE COUNTY MAP WAS NOT AVAILABLE SO THE SECTION
 FJ1194'NUMBER WAS NOT KNOWN.
 FJ1194'
 FJ1194'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 FJ1194'99 IN PRAGUE, BY GOING SOUTH ON HIGHWAY 99 FOR 4 MILES TO A
 FJ1194'CROSSROAD, AT THE CENTER VIEW SCHOOL, TURN LEFT, EAST, AND
 FJ1194'GO 3.55 MILES TO A T-INTERSECTION, TURN LEFT, NORTH, AND
 FJ1194'GO 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH
 FJ1194'FOR 0.25 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 FJ1194'
 FJ1194'THE STATION MARKS ARE STANDARD DISKS, STAMPED FUSKEE 1957.
 FJ1194'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ1194'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FJ1194'IT IS 44 FEET EAST OF THE CENTER OF A GRADED ROAD, 26 FEET
 FJ1194'EAST OF A FENCE CORNER, WHICH IS THE SOUTHWEST CORNER OF
 FJ1194'THE BARN LOT, 34 FEET SOUTH OF THE SOUTHWEST CORNER A BARN,
 FJ1194'30 FEET NORTHEAST OF A GATE, 23 FEET EAST OF A ROAD
 FJ1194'RIGHT-OF-WAY FENCE AND 142 FEET NORTH-NORTHWEST OF THE
 FJ1194'NORTHWEST CORNER OF A HOUSE.
 FJ1194'
 FJ1194'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FUSKEE NO 1 1957.
 FJ1194'IT IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST,
 FJ1194'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT
 FJ1194'SOUTH OF THE SOUTH SIDE OF THE BARN, 87 FEET EAST OF THE
 FJ1194'RIGHT-OF-WAY FENCE, 108 FEET EAST OF THE CENTER OF THE GRADED
 FJ1194'ROAD, 43 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE
 FJ1194'BARN LOT AND 13 FEET WEST OF A GATE, WHICH IS AT THE NORTHEAST
 FJ1194'CORNER OF THE BARN LOT.
 FJ1194'
 FJ1194'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FUSKEE NO 2 1957.
 FJ1194'IT IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1194'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET
 FJ1194'EAST OF THE CENTER OF THE GRADED ROAD, 92 FEET NORTHWEST
 FJ1194'OF THE NORTHWEST CORNER OF THE HOUSE, 16 FEET EAST OF THE
 FJ1194'RIGHT-OF-WAY FENCE, 34 FEET SOUTHEAST OF A GATE LEADING INTO
 FJ1194'THE FARM YARD, AND 59 FEET NORTH-NORTHEAST OF A POWER LINE
 FJ1194'POLE.
 FJ1194'
 FJ1194'AZIMUTH MARK IS A STANDARD DISK, STAMPED FUSKEE 1957.  IT
 FJ1194'IS 2 FEET NORTH OF A POWERLINE POLE, 7 FEET WEST OF A ROAD
 FJ1194'RIGHT-OF-WAY FENCE AND 26 FEET EAST OF THE CENTER OF A GRADED
 FJ1194'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTHWEST
 FJ1194'OF THE MARK.  THE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ1194'CONCRETE POST WHICH PROJECTS 4 INCHES.
 FJ1194'
 FJ1194'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0570 ***********************************************************************
 FJ0570  DESIGNATION -  G
 FJ0570  PID         -  FJ0570
 FJ0570  STATE/COUNTY-  OK/KINGFISHER
 FJ0570  COUNTRY     -  US
 FJ0570  USGS QUAD   -  KINGFISHER (2018)
 FJ0570
 FJ0570                         *CURRENT SURVEY CONTROL
 FJ0570  ______________________________________________________________________
 FJ0570* NAD 83(1986) POSITION- 35 51 46.     (N) 097 55 54.     (W)   SCALED
 FJ0570* NAVD 88 ORTHO HEIGHT -   322.142 (meters)     1056.89  (feet) ADJUSTED
 FJ0570  ______________________________________________________________________
 FJ0570  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 FJ0570  DYNAMIC HEIGHT  -        321.848 (meters)     1055.93  (feet) COMP
 FJ0570  MODELED GRAVITY -    979,712.1   (mgal)                       NAVD 88
 FJ0570
 FJ0570  VERT ORDER      -  FIRST     CLASS II
 FJ0570
 FJ0570.The horizontal coordinates were scaled from a map and have
 FJ0570.an estimated accuracy of +/- 6 seconds.
 FJ0570
 FJ0570.The orthometric height was determined by differential leveling and
 FJ0570.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0570.in June 1991.
 FJ0570
 FJ0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0570.GEOID18 height accuracy estimate available here.
 FJ0570
 FJ0570.Click photographs - Photos may exist for this station.
 FJ0570
 FJ0570.The dynamic height is computed by dividing the NAVD 88
 FJ0570.geopotential number by the normal gravity value computed on the
 FJ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0570.degrees latitude (g = 980.6199 gals.).
 FJ0570
 FJ0570.The modeled gravity was interpolated from observed gravity values.
 FJ0570
 FJ0570;                    North         East    Units  Estimated Accuracy
 FJ0570;SPC OK N     -    95,730.      606,170.      MT  (+/- 180 meters Scaled)
 FJ0570
 FJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE964692(NAD 83)
 FJ0570
 FJ0570                          SUPERSEDED SURVEY CONTROL
 FJ0570
 FJ0570  NGVD 29 (??/??/92)  322.011  (m)         1056.46   (f) ADJ UNCH    1 2
 FJ0570
 FJ0570.Superseded values are not recommended for survey control.
 FJ0570
 FJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0570.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0570
 FJ0570_MARKER: Q = CHISELED SQUARE
 FJ0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0570_SP_SET: WINDOW SILL
 FJ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0570
 FJ0570  HISTORY     - Date     Condition        Report By
 FJ0570  HISTORY     - 1902     MONUMENTED       CGS
 FJ0570  HISTORY     - 1953     GOOD             CGS
 FJ0570  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0570
 FJ0570                          STATION DESCRIPTION
 FJ0570
 FJ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0570'AT KINGFISHER.
 FJ0570'AT KINGFISHER, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 FJ0570'ADMIRE AVENUE AND MAIN STREET, AT THE ZELLERS BUILDING, 32.7
 FJ0570'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, 3.2 FEET
 FJ0570'ABOVE THE SIDEWALK, 0.6 FOOT WEST OF THE EAST EDGE OF A WINDOW,
 FJ0570'AT THE 4TH WINDOW WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 FJ0570'THE BUILDING IS NOW OCCUPIED BY MC-NAUGHTS JEWELRY STORE, IN
 FJ0570'THE TOP OF A WINDOW SILL.
 FJ0570
 FJ0570                          STATION RECOVERY (1985)
 FJ0570
 FJ0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0570'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0619 ***********************************************************************
 FJ0619  DESIGNATION -  G 10
 FJ0619  PID         -  FJ0619
 FJ0619  STATE/COUNTY-  OK/CANADIAN
 FJ0619  COUNTRY     -  US
 FJ0619  USGS QUAD   -  EL RENO (2018)
 FJ0619
 FJ0619                         *CURRENT SURVEY CONTROL
 FJ0619  ______________________________________________________________________
 FJ0619* NAD 83(1986) POSITION- 35 32 04.     (N) 097 57 20.     (W)   SCALED
 FJ0619* NAVD 88 ORTHO HEIGHT -   414.213 (meters)     1358.96  (feet) ADJUSTED
 FJ0619  ______________________________________________________________________
 FJ0619  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 FJ0619  DYNAMIC HEIGHT  -        413.810 (meters)     1357.64  (feet) COMP
 FJ0619  MODELED GRAVITY -    979,647.0   (mgal)                       NAVD 88
 FJ0619
 FJ0619  VERT ORDER      -  FIRST     CLASS II
 FJ0619
 FJ0619.The horizontal coordinates were scaled from a map and have
 FJ0619.an estimated accuracy of +/- 6 seconds.
 FJ0619
 FJ0619.The orthometric height was determined by differential leveling and
 FJ0619.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0619.in June 1991.
 FJ0619
 FJ0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0619.GEOID18 height accuracy estimate available here.
 FJ0619
 FJ0619.Click photographs - Photos may exist for this station.
 FJ0619
 FJ0619.The dynamic height is computed by dividing the NAVD 88
 FJ0619.geopotential number by the normal gravity value computed on the
 FJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0619.degrees latitude (g = 980.6199 gals.).
 FJ0619
 FJ0619.The modeled gravity was interpolated from observed gravity values.
 FJ0619
 FJ0619;                    North         East    Units  Estimated Accuracy
 FJ0619;SPC OK N     -    59,300.      604,030.      MT  (+/- 180 meters Scaled)
 FJ0619
 FJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE946328(NAD 83)
 FJ0619
 FJ0619                          SUPERSEDED SURVEY CONTROL
 FJ0619
 FJ0619  NGVD 29 (??/??/92)  414.034  (m)         1358.38   (f) ADJ UNCH    1 2
 FJ0619
 FJ0619.Superseded values are not recommended for survey control.
 FJ0619
 FJ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0619.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0619
 FJ0619_MARKER: DB = BENCH MARK DISK
 FJ0619_SETTING: 0 = UNSPECIFIED SETTING
 FJ0619_STAMPING: G 10 1933
 FJ0619_MARK LOGO: CGS
 FJ0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0619
 FJ0619  HISTORY     - Date     Condition        Report By
 FJ0619  HISTORY     - 1933     MONUMENTED       CGS
 FJ0619  HISTORY     - 1956     POOR             USGS
 FJ0619  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 FJ0619
 FJ0619                          STATION DESCRIPTION
 FJ0619
 FJ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0619'IN EL RENO.
 FJ0619'70 FEET W. OF THE W. ENTRANCE TO THE CANADIAN COUNTY COURT
 FJ0619'HOUSE AT EL RENO, 4 FEET N. OF THE WALK LEADING TO THE DOOR,
 FJ0619'ON LINE WITH TREES PLANTED, AND 5 FEET E. OF THE SIDEWALK.
 FJ0619
 FJ0619                          STATION RECOVERY (1956)
 FJ0619
 FJ0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FJ0619'MARK RECOVERED IN POOR CONDITION.
 FJ0619
 FJ0619                          STATION RECOVERY (2004)
 FJ0619
 FJ0619'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0619'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0578 ***********************************************************************
 EK0578  DESIGNATION -  G 100
 EK0578  PID         -  EK0578
 EK0578  STATE/COUNTY-  OK/PUSHMATAHA
 EK0578  COUNTRY     -  US
 EK0578  USGS QUAD   -  ANTLERS EAST (2019)
 EK0578
 EK0578                         *CURRENT SURVEY CONTROL
 EK0578  ______________________________________________________________________
 EK0578* NAD 83(1986) POSITION- 34 12 02.     (N) 095 32 13.     (W)   SCALED
 EK0578* NAVD 88 ORTHO HEIGHT -   152.685 (meters)      500.93  (feet) ADJUSTED
 EK0578  ______________________________________________________________________
 EK0578  GEOID HEIGHT    -        -30.142 (meters)                     GEOID18
 EK0578  DYNAMIC HEIGHT  -        152.519 (meters)      500.39  (feet) COMP
 EK0578  MODELED GRAVITY -    979,546.5   (mgal)                       NAVD 88
 EK0578
 EK0578  VERT ORDER      -  SECOND    CLASS 0
 EK0578
 EK0578.The horizontal coordinates were scaled from a map and have
 EK0578.an estimated accuracy of +/- 6 seconds.
 EK0578
 EK0578.The orthometric height was determined by differential leveling and
 EK0578.adjusted by the NATIONAL GEODETIC SURVEY
 EK0578.in June 1991.
 EK0578
 EK0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0578.GEOID18 height accuracy estimate available here.
 EK0578
 EK0578.Click photographs - Photos may exist for this station.
 EK0578
 EK0578.The dynamic height is computed by dividing the NAVD 88
 EK0578.geopotential number by the normal gravity value computed on the
 EK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0578.degrees latitude (g = 980.6199 gals.).
 EK0578
 EK0578.The modeled gravity was interpolated from observed gravity values.
 EK0578
 EK0578;                    North         East    Units  Estimated Accuracy
 EK0578;SPC OK S     -    98,970.      826,980.      MT  (+/- 180 meters Scaled)
 EK0578
 EK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT662873(NAD 83)
 EK0578
 EK0578                          SUPERSEDED SURVEY CONTROL
 EK0578
 EK0578  NGVD 29 (??/??/92)  152.603  (m)          500.67   (f) ADJ UNCH    2 0
 EK0578
 EK0578.Superseded values are not recommended for survey control.
 EK0578
 EK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0578.See file dsdata.pdf to determine how the superseded data were derived.
 EK0578
 EK0578_MARKER: DB = BENCH MARK DISK
 EK0578_SETTING: 66 = SET IN ROCK OUTCROP
 EK0578_STAMPING: G 100 1960
 EK0578_MARK LOGO: CGS
 EK0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0578+STABILITY: POSITION/ELEVATION WELL
 EK0578
 EK0578  HISTORY     - Date     Condition        Report By
 EK0578  HISTORY     - 1960     MONUMENTED       CGS
 EK0578
 EK0578                          STATION DESCRIPTION
 EK0578
 EK0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0578'5.6 MI SE FROM ANTLERS.
 EK0578'ABOUT 5.6 MILES SOUTHEAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE
 EK0578'ST. LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, ON THE
 EK0578'OUTSIDE OF A CURVE, IN SECTION 20, R 17 E, T 4 S, SET IN THE TOP
 EK0578'OF A ROCK OUTCROP, 45 FEET SOUTH OF THE CENTER LINE OF THE
 EK0578'HIGHWAY, 61 FEET WEST OF A TELEPHONE POLE, 16 FEET NORTH OF A
 EK0578'FENCE, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0479 ***********************************************************************
 EK0479  DESIGNATION -  G 101
 EK0479  PID         -  EK0479
 EK0479  STATE/COUNTY-  OK/PUSHMATAHA
 EK0479  COUNTRY     -  US
 EK0479  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0479
 EK0479                         *CURRENT SURVEY CONTROL
 EK0479  ______________________________________________________________________
 EK0479* NAD 83(1986) POSITION- 34 19 25.     (N) 095 12 41.     (W)   SCALED
 EK0479* NAVD 88 ORTHO HEIGHT -   179.337 (meters)      588.37  (feet) ADJUSTED
 EK0479  ______________________________________________________________________
 EK0479  GEOID HEIGHT    -        -30.902 (meters)                     GEOID18
 EK0479  DYNAMIC HEIGHT  -        179.140 (meters)      587.73  (feet) COMP
 EK0479  MODELED GRAVITY -    979,532.3   (mgal)                       NAVD 88
 EK0479
 EK0479  VERT ORDER      -  SECOND    CLASS 0
 EK0479
 EK0479.The horizontal coordinates were scaled from a map and have
 EK0479.an estimated accuracy of +/- 6 seconds.
 EK0479
 EK0479.The orthometric height was determined by differential leveling and
 EK0479.adjusted by the NATIONAL GEODETIC SURVEY
 EK0479.in June 1991.
 EK0479
 EK0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0479.GEOID18 height accuracy estimate available here.
 EK0479
 EK0479.Click photographs - Photos may exist for this station.
 EK0479
 EK0479.The dynamic height is computed by dividing the NAVD 88
 EK0479.geopotential number by the normal gravity value computed on the
 EK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0479.degrees latitude (g = 980.6199 gals.).
 EK0479
 EK0479.The modeled gravity was interpolated from observed gravity values.
 EK0479
 EK0479;                    North         East    Units  Estimated Accuracy
 EK0479;SPC OK S     -   113,390.      856,600.      MT  (+/- 180 meters Scaled)
 EK0479
 EK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU965002(NAD 83)
 EK0479
 EK0479                          SUPERSEDED SURVEY CONTROL
 EK0479
 EK0479  NGVD 29 (??/??/92)  179.262  (m)          588.13   (f) ADJ UNCH    2 0
 EK0479
 EK0479.Superseded values are not recommended for survey control.
 EK0479
 EK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0479.See file dsdata.pdf to determine how the superseded data were derived.
 EK0479
 EK0479_MARKER: DB = BENCH MARK DISK
 EK0479_SETTING: 80 = SET IN A BOULDER
 EK0479_STAMPING: G 101 1960
 EK0479_MARK LOGO: CGS
 EK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0479+STABILITY: SURFACE MOTION
 EK0479
 EK0479  HISTORY     - Date     Condition        Report By
 EK0479  HISTORY     - 1960     MONUMENTED       CGS
 EK0479
 EK0479                          STATION DESCRIPTION
 EK0479
 EK0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0479'4.4 MI NE FROM CLOUDY.
 EK0479'ABOUT 4.4 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0479'OFFICE AT CLOUDY, AT THE TOP OF A HILL, IN SECTION 4, R 20 E,
 EK0479'T 3 S, SET IN THE TOP OF A ROUND BOULDER, 0.7 MILE WEST OF THE
 EK0479'BRIDGE OVER LITTLE RIVER, 23 FEET SOUTH OF THE CENTER LINE OF
 EK0479'THE ROAD, ABOUT 300 FEET EAST OF A VACANT FARM HOUSE, AND ABOUT
 EK0479'4 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0269 ***********************************************************************
 GK0269  DESIGNATION -  G 103
 GK0269  PID         -  GK0269
 GK0269  STATE/COUNTY-  OK/TEXAS
 GK0269  COUNTRY     -  US
 GK0269  USGS QUAD   -  GUYMON (2018)
 GK0269
 GK0269                         *CURRENT SURVEY CONTROL
 GK0269  ______________________________________________________________________
 GK0269* NAD 83(1986) POSITION- 36 37 47.     (N) 101 24 09.     (W)   SCALED
 GK0269* NAVD 88 ORTHO HEIGHT -   934.281 (meters)     3065.22  (feet) ADJUSTED
 GK0269  ______________________________________________________________________
 GK0269  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 GK0269  DYNAMIC HEIGHT  -        933.310 (meters)     3062.03  (feet) COMP
 GK0269  MODELED GRAVITY -    979,561.3   (mgal)                       NAVD 88
 GK0269
 GK0269  VERT ORDER      -  SECOND    CLASS 0
 GK0269
 GK0269.The horizontal coordinates were scaled from a map and have
 GK0269.an estimated accuracy of +/- 6 seconds.
 GK0269
 GK0269.The orthometric height was determined by differential leveling and
 GK0269.adjusted by the NATIONAL GEODETIC SURVEY
 GK0269.in June 1991.
 GK0269
 GK0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0269.GEOID18 height accuracy estimate available here.
 GK0269
 GK0269.Click photographs - Photos may exist for this station.
 GK0269
 GK0269.The dynamic height is computed by dividing the NAVD 88
 GK0269.geopotential number by the normal gravity value computed on the
 GK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0269.degrees latitude (g = 980.6199 gals.).
 GK0269
 GK0269.The modeled gravity was interpolated from observed gravity values.
 GK0269
 GK0269;                    North         East    Units  Estimated Accuracy
 GK0269;SPC OK N     -   186,160.      295,750.      MT  (+/- 180 meters Scaled)
 GK0269
 GK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF851564(NAD 83)
 GK0269
 GK0269                          SUPERSEDED SURVEY CONTROL
 GK0269
 GK0269  NGVD 29 (??/??/92)  933.841  (m)         3063.78   (f) ADJ UNCH    2 0
 GK0269
 GK0269.Superseded values are not recommended for survey control.
 GK0269
 GK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0269.See file dsdata.pdf to determine how the superseded data were derived.
 GK0269
 GK0269_MARKER: DB = BENCH MARK DISK
 GK0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0269_STAMPING: G 103 1934
 GK0269_MARK LOGO: CGS
 GK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0269+STABILITY: SURFACE MOTION
 GK0269
 GK0269  HISTORY     - Date     Condition        Report By
 GK0269  HISTORY     - 1934     MONUMENTED       CGS
 GK0269  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0269
 GK0269                          STATION DESCRIPTION
 GK0269
 GK0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0269'7.7 MI SE FROM GUYMON.
 GK0269'7.7 MILES SOUTHEAST OF TEXAS CO. COURT HOUSE.  42 FEET NORTHWEST OF W.
 GK0269'M. EWALTS MAIL BOX.  39 FEET EAST OF CENTER LINE OF ROAD FROM
 GK0269'HITCHLAND TO GUYMON.  33 FEET NORTH OF CENTER OF SECTION LINE ROAD.
 GK0269
 GK0269                          STATION RECOVERY (1965)
 GK0269
 GK0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0347 ***********************************************************************
 GJ0347  DESIGNATION -  G 104
 GJ0347  PID         -  GJ0347
 GJ0347  STATE/COUNTY-  OK/ELLIS
 GJ0347  COUNTRY     -  US
 GJ0347  USGS QUAD   -  ARNETT (2018)
 GJ0347
 GJ0347                         *CURRENT SURVEY CONTROL
 GJ0347  ______________________________________________________________________
 GJ0347* NAD 83(1986) POSITION- 36 08 12.     (N) 099 49 55.     (W)   SCALED
 GJ0347* NAVD 88 ORTHO HEIGHT -   716.324 (meters)     2350.14  (feet) ADJUSTED
 GJ0347  ______________________________________________________________________
 GJ0347  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 GJ0347  DYNAMIC HEIGHT  -        715.587 (meters)     2347.72  (feet) COMP
 GJ0347  MODELED GRAVITY -    979,580.9   (mgal)                       NAVD 88
 GJ0347
 GJ0347  VERT ORDER      -  SECOND    CLASS 0
 GJ0347
 GJ0347.The horizontal coordinates were scaled from a map and have
 GJ0347.an estimated accuracy of +/- 6 seconds.
 GJ0347
 GJ0347.The orthometric height was determined by differential leveling and
 GJ0347.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0347.in June 1991.
 GJ0347
 GJ0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0347.GEOID18 height accuracy estimate available here.
 GJ0347
 GJ0347.Click photographs - Photos may exist for this station.
 GJ0347
 GJ0347.The dynamic height is computed by dividing the NAVD 88
 GJ0347.geopotential number by the normal gravity value computed on the
 GJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0347.degrees latitude (g = 980.6199 gals.).
 GJ0347
 GJ0347.The modeled gravity was interpolated from observed gravity values.
 GJ0347
 GJ0347;                    North         East    Units  Estimated Accuracy
 GJ0347;SPC OK N     -   127,670.      435,130.      MT  (+/- 180 meters Scaled)
 GJ0347
 GJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME251994(NAD 83)
 GJ0347
 GJ0347                          SUPERSEDED SURVEY CONTROL
 GJ0347
 GJ0347  NGVD 29 (??/??/92)  716.014  (m)         2349.12   (f) ADJ UNCH    2 0
 GJ0347
 GJ0347.Superseded values are not recommended for survey control.
 GJ0347
 GJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0347.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0347
 GJ0347_MARKER: DB = BENCH MARK DISK
 GJ0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0347_SP_SET: BRIDGE WINGWALL
 GJ0347_STAMPING: G 104 1934
 GJ0347_MARK LOGO: CGS
 GJ0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0347
 GJ0347  HISTORY     - Date     Condition        Report By
 GJ0347  HISTORY     - 1934     MONUMENTED       CGS
 GJ0347
 GJ0347                          STATION DESCRIPTION
 GJ0347
 GJ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0347'3.6 MI W FROM ARNETT.
 GJ0347'3.6 MILES WEST OF ELLIS CO., COURTHOUSE AT ARNETT 24 FEET SOUTH
 GJ0347'OF CENTERLINE OF U.S. HIGHWAYS 283 AND 60.  ON SOUTHWEST CONCRETE
 GJ0347'WINGWALL OF HIGHWAY BRIDGE OVER RED BLUFF CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0477 ***********************************************************************
 FK0477  DESIGNATION -  G 105
 FK0477  PID         -  FK0477
 FK0477  STATE/COUNTY-  OK/ROGER MILLS
 FK0477  COUNTRY     -  US
 FK0477  USGS QUAD   -  CHEYENNE (2018)
 FK0477
 FK0477                         *CURRENT SURVEY CONTROL
 FK0477  ______________________________________________________________________
 FK0477* NAD 83(1986) POSITION- 35 34 39.     (N) 099 40 18.     (W)   SCALED
 FK0477* NAVD 88 ORTHO HEIGHT -   646.441 (meters)     2120.87  (feet) ADJUSTED
 FK0477  ______________________________________________________________________
 FK0477  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 FK0477  DYNAMIC HEIGHT  -        645.766 (meters)     2118.65  (feet) COMP
 FK0477  MODELED GRAVITY -    979,568.7   (mgal)                       NAVD 88
 FK0477
 FK0477  VERT ORDER      -  SECOND    CLASS 0
 FK0477
 FK0477.The horizontal coordinates were scaled from a map and have
 FK0477.an estimated accuracy of +/- 6 seconds.
 FK0477
 FK0477.The orthometric height was determined by differential leveling and
 FK0477.adjusted by the NATIONAL GEODETIC SURVEY
 FK0477.in June 1991.
 FK0477
 FK0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0477.GEOID18 height accuracy estimate available here.
 FK0477
 FK0477.Click photographs - Photos may exist for this station.
 FK0477
 FK0477.The dynamic height is computed by dividing the NAVD 88
 FK0477.geopotential number by the normal gravity value computed on the
 FK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0477.degrees latitude (g = 980.6199 gals.).
 FK0477
 FK0477.The modeled gravity was interpolated from observed gravity values.
 FK0477
 FK0477;                    North         East    Units  Estimated Accuracy
 FK0477;SPC OK N     -    65,380.      448,480.      MT  (+/- 180 meters Scaled)
 FK0477
 FK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME391372(NAD 83)
 FK0477
 FK0477                          SUPERSEDED SURVEY CONTROL
 FK0477
 FK0477  NGVD 29 (??/??/92)  646.163  (m)         2119.95   (f) ADJ UNCH    2 0
 FK0477
 FK0477.Superseded values are not recommended for survey control.
 FK0477
 FK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0477.See file dsdata.pdf to determine how the superseded data were derived.
 FK0477
 FK0477_MARKER: DB = BENCH MARK DISK
 FK0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0477_STAMPING: G 105 1934
 FK0477_MARK LOGO: CGS
 FK0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0477+STABILITY: SURFACE MOTION
 FK0477
 FK0477  HISTORY     - Date     Condition        Report By
 FK0477  HISTORY     - 1934     MONUMENTED       CGS
 FK0477  HISTORY     - 1966     POOR
 FK0477
 FK0477                          STATION DESCRIPTION
 FK0477
 FK0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0477'2.8 MI S FROM CHEYENNE.
 FK0477'2.8 MILES SOUTH OF P. AND SF. RR. STATION AT CHEYENNE 0.1 MILE
 FK0477'SOUTH OF FARM YARD, 50 FEET WEST OF CENTER LINE OF HIGHWAY 283,
 FK0477'ON CREST OF HILL.
 FK0477
 FK0477                          STATION RECOVERY (1966)
 FK0477
 FK0477'RECOVERED 1966
 FK0477'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0365 ***********************************************************************
 GJ0365  DESIGNATION -  G 106
 GJ0365  PID         -  GJ0365
 GJ0365  STATE/COUNTY-  OK/WOODWARD
 GJ0365  COUNTRY     -  US
 GJ0365  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0365
 GJ0365                         *CURRENT SURVEY CONTROL
 GJ0365  ______________________________________________________________________
 GJ0365* NAD 83(1986) POSITION- 36 35 05.     (N) 099 36 19.     (W)   SCALED
 GJ0365* NAVD 88 ORTHO HEIGHT -   608.834 (meters)     1997.48  (feet) ADJUSTED
 GJ0365  ______________________________________________________________________
 GJ0365  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 GJ0365  DYNAMIC HEIGHT  -        608.246 (meters)     1995.55  (feet) COMP
 GJ0365  MODELED GRAVITY -    979,646.8   (mgal)                       NAVD 88
 GJ0365
 GJ0365  VERT ORDER      -  SECOND    CLASS 0
 GJ0365
 GJ0365.The horizontal coordinates were scaled from a map and have
 GJ0365.an estimated accuracy of +/- 6 seconds.
 GJ0365
 GJ0365.The orthometric height was determined by differential leveling and
 GJ0365.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0365.in June 1991.
 GJ0365
 GJ0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0365.GEOID18 height accuracy estimate available here.
 GJ0365
 GJ0365.Click photographs - Photos may exist for this station.
 GJ0365
 GJ0365.The dynamic height is computed by dividing the NAVD 88
 GJ0365.geopotential number by the normal gravity value computed on the
 GJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0365.degrees latitude (g = 980.6199 gals.).
 GJ0365
 GJ0365.The modeled gravity was interpolated from observed gravity values.
 GJ0365
 GJ0365;                    North         East    Units  Estimated Accuracy
 GJ0365;SPC OK N     -   177,020.      456,350.      MT  (+/- 180 meters Scaled)
 GJ0365
 GJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF458489(NAD 83)
 GJ0365
 GJ0365                          SUPERSEDED SURVEY CONTROL
 GJ0365
 GJ0365  NGVD 29 (??/??/92)  608.558  (m)         1996.58   (f) ADJ UNCH    2 0
 GJ0365
 GJ0365.Superseded values are not recommended for survey control.
 GJ0365
 GJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0365.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0365
 GJ0365_MARKER: DB = BENCH MARK DISK
 GJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0365_STAMPING: G 106 1934
 GJ0365_MARK LOGO: CGS
 GJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0365+STABILITY: SURFACE MOTION
 GJ0365
 GJ0365  HISTORY     - Date     Condition        Report By
 GJ0365  HISTORY     - 1934     MONUMENTED       CGS
 GJ0365
 GJ0365                          STATION DESCRIPTION
 GJ0365
 GJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0365'2 MI NW FROM SUPPLY.
 GJ0365'50 FEET SOUTHEAST OF SECTION LINE ROAD DIVIDING WOODWARD AND
 GJ0365'ELLIS COUNTIES, 25 FEET SOUTH OF 2ND. POST NORTHWEST OF MILEPOST
 GJ0365'237, 18 FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GJ0365'RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0380 ***********************************************************************
 GJ0380  DESIGNATION -  G 108
 GJ0380  PID         -  GJ0380
 GJ0380  STATE/COUNTY-  OK/HARPER
 GJ0380  COUNTRY     -  US
 GJ0380  USGS QUAD   -  ROSSTON NW (2018)
 GJ0380
 GJ0380                         *CURRENT SURVEY CONTROL
 GJ0380  ______________________________________________________________________
 GJ0380* NAD 83(1986) POSITION- 36 53 05.     (N) 099 56 42.     (W)   SCALED
 GJ0380* NAVD 88 ORTHO HEIGHT -   665.503 (meters)     2183.40  (feet) ADJUSTED
 GJ0380  ______________________________________________________________________
 GJ0380  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 GJ0380  DYNAMIC HEIGHT  -        664.886 (meters)     2181.38  (feet) COMP
 GJ0380  MODELED GRAVITY -    979,682.8   (mgal)                       NAVD 88
 GJ0380
 GJ0380  VERT ORDER      -  SECOND    CLASS 0
 GJ0380
 GJ0380.The horizontal coordinates were scaled from a map and have
 GJ0380.an estimated accuracy of +/- 6 seconds.
 GJ0380
 GJ0380.The orthometric height was determined by differential leveling and
 GJ0380.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0380.in June 1991.
 GJ0380
 GJ0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0380.GEOID18 height accuracy estimate available here.
 GJ0380
 GJ0380.Click photographs - Photos may exist for this station.
 GJ0380
 GJ0380.The dynamic height is computed by dividing the NAVD 88
 GJ0380.geopotential number by the normal gravity value computed on the
 GJ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0380.degrees latitude (g = 980.6199 gals.).
 GJ0380
 GJ0380.The modeled gravity was interpolated from observed gravity values.
 GJ0380
 GJ0380;                    North         East    Units  Estimated Accuracy
 GJ0380;SPC OK N     -   210,860.      426,620.      MT  (+/- 180 meters Scaled)
 GJ0380
 GJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF157825(NAD 83)
 GJ0380
 GJ0380                          SUPERSEDED SURVEY CONTROL
 GJ0380
 GJ0380  NGVD 29 (??/??/92)  665.221  (m)         2182.48   (f) ADJ UNCH    2 0
 GJ0380
 GJ0380.Superseded values are not recommended for survey control.
 GJ0380
 GJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0380.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0380
 GJ0380_MARKER: DB = BENCH MARK DISK
 GJ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0380_STAMPING: G 108 1934
 GJ0380_MARK LOGO: CGS
 GJ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0380+STABILITY: SURFACE MOTION
 GJ0380
 GJ0380  HISTORY     - Date     Condition        Report By
 GJ0380  HISTORY     - 1934     MONUMENTED       CGS
 GJ0380
 GJ0380                          STATION DESCRIPTION
 GJ0380
 GJ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0380'5.5 MI NW FROM ROSSTON.
 GJ0380'375 FEET SOUTH OF YELLOW FARM HOUSE, 45 FEET WEST OF CENTER LINE
 GJ0380'OF HIGHWAY 283, 42 FEET SOUTH OF CENTER LINE OF SECTION LINE
 GJ0380'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0208 ***********************************************************************
 GJ0208  DESIGNATION -  G 109
 GJ0208  PID         -  GJ0208
 GJ0208  STATE/COUNTY-  OK/WOODS
 GJ0208  COUNTRY     -  US
 GJ0208  USGS QUAD   -  FAIRVALLEY (2018)
 GJ0208
 GJ0208                         *CURRENT SURVEY CONTROL
 GJ0208  ______________________________________________________________________
 GJ0208* NAD 83(1986) POSITION- 36 44 04.     (N) 099 02 29.     (W)   SCALED
 GJ0208* NAVD 88 ORTHO HEIGHT -   470.340 (meters)     1543.11  (feet) ADJUSTED
 GJ0208  ______________________________________________________________________
 GJ0208  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 GJ0208  DYNAMIC HEIGHT  -        469.913 (meters)     1541.71  (feet) COMP
 GJ0208  MODELED GRAVITY -    979,710.5   (mgal)                       NAVD 88
 GJ0208
 GJ0208  VERT ORDER      -  SECOND    CLASS 0
 GJ0208
 GJ0208.The horizontal coordinates were scaled from a map and have
 GJ0208.an estimated accuracy of +/- 6 seconds.
 GJ0208
 GJ0208.The orthometric height was determined by differential leveling and
 GJ0208.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0208.in June 1991.
 GJ0208
 GJ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0208.GEOID18 height accuracy estimate available here.
 GJ0208
 GJ0208.Click photographs - Photos may exist for this station.
 GJ0208
 GJ0208.The dynamic height is computed by dividing the NAVD 88
 GJ0208.geopotential number by the normal gravity value computed on the
 GJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0208.degrees latitude (g = 980.6199 gals.).
 GJ0208
 GJ0208.The modeled gravity was interpolated from observed gravity values.
 GJ0208
 GJ0208;                    North         East    Units  Estimated Accuracy
 GJ0208;SPC OK N     -   192,950.      506,990.      MT  (+/- 180 meters Scaled)
 GJ0208
 GJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF963654(NAD 83)
 GJ0208
 GJ0208                          SUPERSEDED SURVEY CONTROL
 GJ0208
 GJ0208  NGVD 29 (??/??/92)  470.117  (m)         1542.38   (f) ADJ UNCH    2 0
 GJ0208
 GJ0208.Superseded values are not recommended for survey control.
 GJ0208
 GJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0208.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0208
 GJ0208_MARKER: DB = BENCH MARK DISK
 GJ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0208_STAMPING: G 109 1934
 GJ0208_MARK LOGO: CGS
 GJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0208+STABILITY: SURFACE MOTION
 GJ0208
 GJ0208  HISTORY     - Date     Condition        Report By
 GJ0208  HISTORY     - 1934     MONUMENTED       CGS
 GJ0208  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0208
 GJ0208                          STATION DESCRIPTION
 GJ0208
 GJ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0208'4.8 MI SE FROM FREEDOM.
 GJ0208'4.8 MILES SOUTHEAST OF A.T AND SF. RR. STATION AT FREEDOM 0.3
 GJ0208'MILE NORTHWEST OF MILEPOST 15, 0.1 MILE SOUTHEAST OF WHERE
 GJ0208'TRACK CUTS THROU SANDDUNES, 48 FEET SOUTHWEST OF NEAREST RAIL
 GJ0208'OF ATCHISON TOPEKA AND SANTA FE TRACK.
 GJ0208
 GJ0208                          STATION RECOVERY (1969)
 GJ0208
 GJ0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0221 ***********************************************************************
 GK0221  DESIGNATION -  G 11
 GK0221  PID         -  GK0221
 GK0221  STATE/COUNTY-  OK/BEAVER
 GK0221  COUNTRY     -  US
 GK0221  USGS QUAD   -  BRYANS CORNER (2018)
 GK0221
 GK0221                         *CURRENT SURVEY CONTROL
 GK0221  ______________________________________________________________________
 GK0221* NAD 83(1986) POSITION- 36 30 02.     (N) 100 48 25.     (W)   SCALED
 GK0221* NAVD 88 ORTHO HEIGHT -   896.083 (meters)     2939.90  (feet) ADJUSTED
 GK0221  ______________________________________________________________________
 GK0221  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 GK0221  DYNAMIC HEIGHT  -        895.156 (meters)     2936.86  (feet) COMP
 GK0221  MODELED GRAVITY -    979,566.8   (mgal)                       NAVD 88
 GK0221
 GK0221  VERT ORDER      -  FIRST     CLASS II
 GK0221
 GK0221.The horizontal coordinates were scaled from a map and have
 GK0221.an estimated accuracy of +/- 6 seconds.
 GK0221
 GK0221.The orthometric height was determined by differential leveling and
 GK0221.adjusted by the NATIONAL GEODETIC SURVEY
 GK0221.in June 1991.
 GK0221
 GK0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0221.GEOID18 height accuracy estimate available here.
 GK0221
 GK0221.Click photographs - Photos may exist for this station.
 GK0221
 GK0221.The dynamic height is computed by dividing the NAVD 88
 GK0221.geopotential number by the normal gravity value computed on the
 GK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0221.degrees latitude (g = 980.6199 gals.).
 GK0221
 GK0221.The modeled gravity was interpolated from observed gravity values.
 GK0221
 GK0221;                    North         East    Units  Estimated Accuracy
 GK0221;SPC OK N     -   170,130.      348,570.      MT  (+/- 180 meters Scaled)
 GK0221
 GK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF381409(NAD 83)
 GK0221
 GK0221                          SUPERSEDED SURVEY CONTROL
 GK0221
 GK0221  NGVD 29 (??/??/92)  895.705  (m)         2938.66   (f) ADJ UNCH    1 2
 GK0221
 GK0221.Superseded values are not recommended for survey control.
 GK0221
 GK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0221.See file dsdata.pdf to determine how the superseded data were derived.
 GK0221
 GK0221_MARKER: DB = BENCH MARK DISK
 GK0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0221_STAMPING: G 11 1934
 GK0221_MARK LOGO: CGS
 GK0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0221+STABILITY: SURFACE MOTION
 GK0221
 GK0221  HISTORY     - Date     Condition        Report By
 GK0221  HISTORY     - 1934     MONUMENTED       CGS
 GK0221  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0221
 GK0221                          STATION DESCRIPTION
 GK0221
 GK0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0221'4.8 MI S FROM GRAY.
 GK0221'4.8 MILES SOUTH OF THE COMMUNITY CHURCH, AT GRAY 45 FEET NORTH OF THE
 GK0221'CENTERLINE OF EAST AND WEST COUNTY ROAD ON THE OKLAHOMA AND TEXAS
 GK0221'STATE LINE.  56 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 83.  12
 GK0221'FEET NORTHWEST OF THE SECTION LINE FENCE CORNER AND TWO FEET WEST OF
 GK0221'THE HIGHWAY RIGHT-OF-WAY FENCE LINE.
 GK0221
 GK0221                          STATION RECOVERY (1965)
 GK0221
 GK0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0029 ***********************************************************************
 GJ0029  DESIGNATION -  G 110
 GJ0029  PID         -  GJ0029
 GJ0029  STATE/COUNTY-  OK/ALFALFA
 GJ0029  COUNTRY     -  US
 GJ0029  USGS QUAD   -  BURLINGTON (2018)
 GJ0029
 GJ0029                         *CURRENT SURVEY CONTROL
 GJ0029  ______________________________________________________________________
 GJ0029* NAD 83(1986) POSITION- 36 53 59.40   (N) 098 25 27.34   (W)   HD_HELD1
 GJ0029* NAVD 88 ORTHO HEIGHT -   371.277 (meters)     1218.10  (feet) ADJUSTED
 GJ0029  ______________________________________________________________________
 GJ0029  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 GJ0029  DYNAMIC HEIGHT  -        370.956 (meters)     1217.04  (feet) COMP
 GJ0029  MODELED GRAVITY -    979,756.7   (mgal)                       NAVD 88
 GJ0029
 GJ0029  VERT ORDER      -  SECOND    CLASS 0
 GJ0029
 GJ0029.The horizontal coordinates were determined by differentially corrected
 GJ0029.hand held GPS observations or other comparable positioning techniques
 GJ0029.and have an estimated accuracy of +/- 3 meters.
 GJ0029
 GJ0029.The orthometric height was determined by differential leveling and
 GJ0029.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0029.in June 1991.
 GJ0029
 GJ0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0029.GEOID18 height accuracy estimate available here.
 GJ0029
 GJ0029.Click photographs - Photos may exist for this station.
 GJ0029
 GJ0029.The dynamic height is computed by dividing the NAVD 88
 GJ0029.geopotential number by the normal gravity value computed on the
 GJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0029.degrees latitude (g = 980.6199 gals.).
 GJ0029
 GJ0029.The modeled gravity was interpolated from observed gravity values.
 GJ0029
 GJ0029;                    North         East    Units  Estimated Accuracy
 GJ0029;SPC OK N     -   210,884.1     562,185.4     MT  (+/- 3 meters HH1 GPS) 
 GJ0029
 GJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5129483915(NAD 83)
 GJ0029
 GJ0029                          SUPERSEDED SURVEY CONTROL
 GJ0029
 GJ0029  NGVD 29 (??/??/92)  371.111  (m)         1217.55   (f) ADJ UNCH    2 0
 GJ0029
 GJ0029.Superseded values are not recommended for survey control.
 GJ0029
 GJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0029.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0029
 GJ0029_MARKER: DB = BENCH MARK DISK
 GJ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0029_STAMPING: G 110 1934
 GJ0029_MARK LOGO: CGS
 GJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0029+STABILITY: SURFACE MOTION
 GJ0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0029+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2018
 GJ0029
 GJ0029  HISTORY     - Date     Condition        Report By
 GJ0029  HISTORY     - 1934     MONUMENTED       CGS
 GJ0029  HISTORY     - 20180320 GOOD             OKDOT
 GJ0029
 GJ0029                          STATION DESCRIPTION
 GJ0029
 GJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0029'AT BURLINGTON.
 GJ0029'AT BURLINGTON, 0.15 MILE NORTHWEST OF MILEPOST 9, 67 FEET WEST OF
 GJ0029'ATCHISON, TOPEKA AND SANTA FE STATION, 50 FEET SOUTHWEST OF NEAREST
 GJ0029'RAIL OF MAIN TRACK, 40 FEET EAST OF CENTERLINE OF ROAD.
 GJ0029
 GJ0029                          STATION RECOVERY (2018)
 GJ0029
 GJ0029'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GJ0029'THE MARK IS 16 FT (4.9 M) NORTHEAST OF A POWER POLE, 28 FT (8.5 M)
 GJ0029'EAST OF THE CENTERLINE OF SIXTH STREET AND 30 FT (9.1 M) WEST OF THE
 GJ0029'EDGE OF A LARGE GRAVEL DRIVE OF BURLINGTON COOP MILLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0017 ***********************************************************************
 GJ0017  DESIGNATION -  G 111
 GJ0017  PID         -  GJ0017
 GJ0017  STATE/COUNTY-  OK/ALFALFA
 GJ0017  COUNTRY     -  US
 GJ0017  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0017
 GJ0017                         *CURRENT SURVEY CONTROL
 GJ0017  ______________________________________________________________________
 GJ0017* NAD 83(1986) POSITION- 36 48 45.     (N) 098 19 25.     (W)   SCALED
 GJ0017* NAVD 88 ORTHO HEIGHT -   356.116 (meters)     1168.36  (feet) ADJUSTED
 GJ0017  ______________________________________________________________________
 GJ0017  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 GJ0017  DYNAMIC HEIGHT  -        355.811 (meters)     1167.36  (feet) COMP
 GJ0017  MODELED GRAVITY -    979,764.0   (mgal)                       NAVD 88
 GJ0017
 GJ0017  VERT ORDER      -  SECOND    CLASS 0
 GJ0017
 GJ0017.The horizontal coordinates were scaled from a map and have
 GJ0017.an estimated accuracy of +/- 6 seconds.
 GJ0017
 GJ0017.The orthometric height was determined by differential leveling and
 GJ0017.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0017.in June 1991.
 GJ0017
 GJ0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0017.GEOID18 height accuracy estimate available here.
 GJ0017
 GJ0017.Click photographs - Photos may exist for this station.
 GJ0017
 GJ0017.The dynamic height is computed by dividing the NAVD 88
 GJ0017.geopotential number by the normal gravity value computed on the
 GJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0017.degrees latitude (g = 980.6199 gals.).
 GJ0017
 GJ0017.The modeled gravity was interpolated from observed gravity values.
 GJ0017
 GJ0017;                    North         East    Units  Estimated Accuracy
 GJ0017;SPC OK N     -   201,160.      571,120.      MT  (+/- 180 meters Scaled)
 GJ0017
 GJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF603742(NAD 83)
 GJ0017
 GJ0017                          SUPERSEDED SURVEY CONTROL
 GJ0017
 GJ0017  NGVD 29 (??/??/92)  355.969  (m)         1167.88   (f) ADJ UNCH    2 0
 GJ0017
 GJ0017.Superseded values are not recommended for survey control.
 GJ0017
 GJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0017.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0017
 GJ0017_MARKER: DB = BENCH MARK DISK
 GJ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0017_STAMPING: G 111 1934
 GJ0017_MARK LOGO: CGS
 GJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0017+STABILITY: SURFACE MOTION
 GJ0017
 GJ0017  HISTORY     - Date     Condition        Report By
 GJ0017  HISTORY     - 1934     MONUMENTED       CGS
 GJ0017  HISTORY     - 1967     MARK NOT FOUND   USGS
 GJ0017
 GJ0017                          STATION DESCRIPTION
 GJ0017
 GJ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0017'4 MI NE FROM CHEROKEE.
 GJ0017'4.0 MILES NORTHEAST OF CHEROKEE WATER AND LIGHT PLANT, 75 FEET
 GJ0017'NORTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0017'TRACK, 60 FEET SOUTHWEEST OF MILEPOST 296, 20 FEET WEST OF
 GJ0017'CENTERLINE OF SECTION LINE ROAD.
 GJ0017
 GJ0017                          STATION RECOVERY (1967)
 GJ0017
 GJ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0068 ***********************************************************************
 GJ0068  DESIGNATION -  G 112
 GJ0068  PID         -  GJ0068
 GJ0068  STATE/COUNTY-  OK/MAJOR
 GJ0068  COUNTRY     -  US
 GJ0068  USGS QUAD   -  HOMESTEAD (2018)
 GJ0068
 GJ0068                         *CURRENT SURVEY CONTROL
 GJ0068  ______________________________________________________________________
 GJ0068* NAD 83(1986) POSITION- 36 10 47.     (N) 098 29 42.     (W)   SCALED
 GJ0068* NAVD 88 ORTHO HEIGHT -   450.269 (meters)     1477.26  (feet) ADJUSTED
 GJ0068  ______________________________________________________________________
 GJ0068  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 GJ0068  DYNAMIC HEIGHT  -        449.857 (meters)     1475.91  (feet) COMP
 GJ0068  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 GJ0068
 GJ0068  VERT ORDER      -  SECOND    CLASS 0
 GJ0068
 GJ0068.The horizontal coordinates were scaled from a map and have
 GJ0068.an estimated accuracy of +/- 6 seconds.
 GJ0068
 GJ0068.The orthometric height was determined by differential leveling and
 GJ0068.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0068.in June 1991.
 GJ0068
 GJ0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0068.GEOID18 height accuracy estimate available here.
 GJ0068
 GJ0068.Click photographs - Photos may exist for this station.
 GJ0068
 GJ0068.The dynamic height is computed by dividing the NAVD 88
 GJ0068.geopotential number by the normal gravity value computed on the
 GJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0068.degrees latitude (g = 980.6199 gals.).
 GJ0068
 GJ0068.The modeled gravity was interpolated from observed gravity values.
 GJ0068
 GJ0068;                    North         East    Units  Estimated Accuracy
 GJ0068;SPC OK N     -   131,010.      555,470.      MT  (+/- 180 meters Scaled)
 GJ0068
 GJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF454040(NAD 83)
 GJ0068
 GJ0068                          SUPERSEDED SURVEY CONTROL
 GJ0068
 GJ0068  NGVD 29 (??/??/92)  450.095  (m)         1476.69   (f) ADJ UNCH    2 0
 GJ0068
 GJ0068.Superseded values are not recommended for survey control.
 GJ0068
 GJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0068.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0068
 GJ0068_MARKER: DB = BENCH MARK DISK
 GJ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0068_STAMPING: G 112 1935
 GJ0068_MARK LOGO: CGS
 GJ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0068+STABILITY: SURFACE MOTION
 GJ0068
 GJ0068  HISTORY     - Date     Condition        Report By
 GJ0068  HISTORY     - 1935     MONUMENTED       CGS
 GJ0068
 GJ0068                          STATION DESCRIPTION
 GJ0068
 GJ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0068'6.5 MI SW FROM FAIRVIEW.
 GJ0068'6.5 MILES SOUTHWEST OF CITY WATER TANK AT FAIRVIEW 130 FEET
 GJ0068'SOUTHEAST OF 6TH POLE EAST OF MILEPOST 343, 30 FEET WEST OF
 GJ0068'NEAREST RAIL OF ATCHISON, TOPEKA AND SANTA FE TRACK, 25 FEET WEST
 GJ0068'OF CENTERLINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0223 ***********************************************************************
 FK0223  DESIGNATION -  G 113
 FK0223  PID         -  FK0223
 FK0223  STATE/COUNTY-  OK/CUSTER
 FK0223  COUNTRY     -  US
 FK0223  USGS QUAD   -  CLINTON (2018)
 FK0223
 FK0223                         *CURRENT SURVEY CONTROL
 FK0223  ______________________________________________________________________
 FK0223* NAD 83(1986) POSITION- 35 37 06.     (N) 098 54 54.     (W)   SCALED
 FK0223* NAVD 88 ORTHO HEIGHT -   496.556 (meters)     1629.12  (feet) ADJUSTED
 FK0223  ______________________________________________________________________
 FK0223  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 FK0223  DYNAMIC HEIGHT  -        496.061 (meters)     1627.49  (feet) COMP
 FK0223  MODELED GRAVITY -    979,620.5   (mgal)                       NAVD 88
 FK0223
 FK0223  VERT ORDER      -  SECOND    CLASS 0
 FK0223
 FK0223.The horizontal coordinates were scaled from a map and have
 FK0223.an estimated accuracy of +/- 6 seconds.
 FK0223
 FK0223.The orthometric height was determined by differential leveling and
 FK0223.adjusted by the NATIONAL GEODETIC SURVEY
 FK0223.in June 1991.
 FK0223
 FK0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0223.GEOID18 height accuracy estimate available here.
 FK0223
 FK0223.Click photographs - Photos may exist for this station.
 FK0223
 FK0223.The dynamic height is computed by dividing the NAVD 88
 FK0223.geopotential number by the normal gravity value computed on the
 FK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0223.degrees latitude (g = 980.6199 gals.).
 FK0223
 FK0223.The modeled gravity was interpolated from observed gravity values.
 FK0223
 FK0223;                    North         East    Units  Estimated Accuracy
 FK0223;SPC OK N     -    69,000.      517,110.      MT  (+/- 180 meters Scaled)
 FK0223
 FK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE076416(NAD 83)
 FK0223
 FK0223                          SUPERSEDED SURVEY CONTROL
 FK0223
 FK0223  NGVD 29 (??/??/92)  496.339  (m)         1628.41   (f) ADJ UNCH    2 0
 FK0223
 FK0223.Superseded values are not recommended for survey control.
 FK0223
 FK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0223.See file dsdata.pdf to determine how the superseded data were derived.
 FK0223
 FK0223_MARKER: DB = BENCH MARK DISK
 FK0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0223_STAMPING: G 113 1935
 FK0223_MARK LOGO: CGS
 FK0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0223+STABILITY: SURFACE MOTION
 FK0223
 FK0223  HISTORY     - Date     Condition        Report By
 FK0223  HISTORY     - 1935     MONUMENTED       CGS
 FK0223
 FK0223                          STATION DESCRIPTION
 FK0223
 FK0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0223'4.1 MI NE FROM ARAPAHO.
 FK0223'4.1 MILES NORTHEAST OF COURTHOUSE AT ARAPAHO 30 FEET SOUTHEAST
 FK0223'OF NEAREST RAIL OF ST. LOUIS AND SAN FRANCISCO AND ATCHISON
 FK0223'TOPEKA AND SANTA FE TRACK, 24 FEET EAST OF CENTER LINE OF ROAD
 FK0223'CROSSING TRACK, 18 FEET SOUTHWEST OF MILEPOST 672-4.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0266 ***********************************************************************
 FK0266  DESIGNATION -  G 114
 FK0266  PID         -  FK0266
 FK0266  STATE/COUNTY-  OK/CUSTER
 FK0266  COUNTRY     -  US
 FK0266  USGS QUAD   -  CLINTON (2018)
 FK0266
 FK0266                         *CURRENT SURVEY CONTROL
 FK0266  ______________________________________________________________________
 FK0266* NAD 83(1986) POSITION- 35 35 27.     (N) 098 57 35.     (W)   SCALED
 FK0266* NAVD 88 ORTHO HEIGHT -   475.520 (meters)     1560.10  (feet) ADJUSTED
 FK0266  ______________________________________________________________________
 FK0266  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 FK0266  DYNAMIC HEIGHT  -        475.043 (meters)     1558.54  (feet) COMP
 FK0266  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 FK0266
 FK0266  VERT ORDER      -  SECOND    CLASS 0
 FK0266
 FK0266.The horizontal coordinates were scaled from a map and have
 FK0266.an estimated accuracy of +/- 6 seconds.
 FK0266
 FK0266.The orthometric height was determined by differential leveling and
 FK0266.adjusted by the NATIONAL GEODETIC SURVEY
 FK0266.in June 1991.
 FK0266
 FK0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0266.GEOID18 height accuracy estimate available here.
 FK0266
 FK0266.Click photographs - Photos may exist for this station.
 FK0266
 FK0266.The dynamic height is computed by dividing the NAVD 88
 FK0266.geopotential number by the normal gravity value computed on the
 FK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0266.degrees latitude (g = 980.6199 gals.).
 FK0266
 FK0266.The modeled gravity was interpolated from observed gravity values.
 FK0266
 FK0266;                    North         East    Units  Estimated Accuracy
 FK0266;SPC OK N     -    65,990.      513,030.      MT  (+/- 180 meters Scaled)
 FK0266
 FK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE036385(NAD 83)
 FK0266
 FK0266                          SUPERSEDED SURVEY CONTROL
 FK0266
 FK0266  NGVD 29 (??/??/92)  475.302  (m)         1559.39   (f) ADJ UNCH    2 0
 FK0266
 FK0266.Superseded values are not recommended for survey control.
 FK0266
 FK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0266.See file dsdata.pdf to determine how the superseded data were derived.
 FK0266
 FK0266_MARKER: DB = BENCH MARK DISK
 FK0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0266_SP_SET: BRIDGE
 FK0266_STAMPING: G 114 1935
 FK0266_MARK LOGO: CGS
 FK0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0266
 FK0266  HISTORY     - Date     Condition        Report By
 FK0266  HISTORY     - 1935     MONUMENTED       CGS
 FK0266  HISTORY     - 19960228 MARK NOT FOUND   OKDOT
 FK0266
 FK0266                          STATION DESCRIPTION
 FK0266
 FK0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0266'1.2 MI N FROM ARAPAHO.
 FK0266'1.2 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0266'ARAPAHO, CUSTER COUNTY, IN THE NORTH WINGWALL OF A CONCRETE
 FK0266'BRIDGE OVER A CREEK, AND 15 FEET EAST OF THE CENTERLINE OF THE
 FK0266'HIGHWAY.  A STANDARD DISK.
 FK0266
 FK0266                          STATION RECOVERY (1996)
 FK0266
 FK0266'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0588 ***********************************************************************
 EK0588  DESIGNATION -  G 12
 EK0588  PID         -  EK0588
 EK0588  STATE/COUNTY-  OK/CHOCTAW
 EK0588  COUNTRY     -  US
 EK0588  USGS QUAD   -  HUGO (2019)
 EK0588
 EK0588                         *CURRENT SURVEY CONTROL
 EK0588  ______________________________________________________________________
 EK0588* NAD 83(1986) POSITION- 34 00 33.90   (N) 095 30 33.36   (W)   HD_HELD1
 EK0588* NAVD 88 ORTHO HEIGHT -   164.988 (meters)      541.30  (feet) ADJUSTED
 EK0588  ______________________________________________________________________
 EK0588  GEOID HEIGHT    -        -29.037 (meters)                     GEOID18
 EK0588  DYNAMIC HEIGHT  -        164.812 (meters)      540.72  (feet) COMP
 EK0588  MODELED GRAVITY -    979,564.7   (mgal)                       NAVD 88
 EK0588
 EK0588  VERT ORDER      -  FIRST     CLASS II
 EK0588
 EK0588.The horizontal coordinates were determined by differentially corrected
 EK0588.hand held GPS observations or other comparable positioning techniques
 EK0588.and have an estimated accuracy of +/- 3 meters.
 EK0588
 EK0588.The orthometric height was determined by differential leveling and
 EK0588.adjusted by the NATIONAL GEODETIC SURVEY
 EK0588.in June 1991.
 EK0588
 EK0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0588.GEOID18 height accuracy estimate available here.
 EK0588
 EK0588.Click photographs - Photos may exist for this station.
 EK0588
 EK0588.The dynamic height is computed by dividing the NAVD 88
 EK0588.geopotential number by the normal gravity value computed on the
 EK0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0588.degrees latitude (g = 980.6199 gals.).
 EK0588
 EK0588.The modeled gravity was interpolated from observed gravity values.
 EK0588
 EK0588;                    North         East    Units  Estimated Accuracy
 EK0588;SPC OK S     -    77,832.3     830,053.9     MT  (+/- 3 meters HH1 GPS) 
 EK0588
 EK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6827266039(NAD 83)
 EK0588
 EK0588                          SUPERSEDED SURVEY CONTROL
 EK0588
 EK0588  NGVD 29 (??/??/92)  164.953  (m)          541.18   (f) ADJ UNCH    1 2
 EK0588
 EK0588.Superseded values are not recommended for survey control.
 EK0588
 EK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0588.See file dsdata.pdf to determine how the superseded data were derived.
 EK0588
 EK0588_MARKER: DB = BENCH MARK DISK
 EK0588_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EK0588_SP_SET: FOUNDATION WALL
 EK0588_STAMPING: G 12 1933
 EK0588_MARK LOGO: CGS
 EK0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0588+STABILITY: POSITION/ELEVATION WELL
 EK0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0588+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0588
 EK0588  HISTORY     - Date     Condition        Report By
 EK0588  HISTORY     - 1933     MONUMENTED       CGS
 EK0588  HISTORY     - 1986     GOOD             NGS
 EK0588  HISTORY     - 20101107 GOOD             GEOCAC
 EK0588
 EK0588                          STATION DESCRIPTION
 EK0588
 EK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0588'IN HUGO.
 EK0588'CHOCTAW COUNTY COURT HOUSE, AT NORTHEAST CORNER OF, 2 FEET
 EK0588'BELOW CORNER STONE, TABLET CEMENTED IN NORTH VERTICAL FACE OF
 EK0588'CAPSTONE, 8 INCHES WEST OF CORNER, 1 FOOT ABOVE GROUND.
 EK0588
 EK0588                          STATION RECOVERY (1986)
 EK0588
 EK0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0588'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HUGO, AT
 EK0588'THE INTERSECTION OF NORTH 4TH AND EAST DUKE STREETS, SET VERTICALLY IN
 EK0588'THE NORTH FOUNDATION WALL OF THE NORTHEAST CORNER OF THE COUNTY
 EK0588'COURTHOUSE, 51.9 M (170.3 FT) WEST OF THE CENTER OF EAST DUKE STREET,
 EK0588'34.5 M (113.2 FT) SOUTH OF THE CENTER OF NORTH 4TH STREET, 12.9 M
 EK0588'(42.3 FT) EAST OF THE CENTER OF THE NORTH ENTRANCE TO THE COURTHOUSE,
 EK0588'AND 0.3 M (1.0 FT) WEST OF THE NORTHEAST CORNER OF THE COURTHOUSE.
 EK0588'THE MARK IS 0.1 M ABOVE THE GROUND.
 EK0588
 EK0588                          STATION RECOVERY (2010)
 EK0588
 EK0588'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0369 ***********************************************************************
 FK0369  DESIGNATION -  G 123
 FK0369  PID         -  FK0369
 FK0369  STATE/COUNTY-  OK/KIOWA
 FK0369  COUNTRY     -  US
 FK0369  USGS QUAD   -  CAMBRIDGE (2018)
 FK0369
 FK0369                         *CURRENT SURVEY CONTROL
 FK0369  ______________________________________________________________________
 FK0369* NAD 83(1986) POSITION- 35 01 17.     (N) 099 11 06.     (W)   SCALED
 FK0369* NAVD 88 ORTHO HEIGHT -   484.646 (meters)     1590.04  (feet) ADJUSTED
 FK0369  ______________________________________________________________________
 FK0369  GEOID HEIGHT    -        -25.821 (meters)                     GEOID18
 FK0369  DYNAMIC HEIGHT  -        484.168 (meters)     1588.47  (feet) COMP
 FK0369  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 FK0369
 FK0369  VERT ORDER      -  SECOND    CLASS 0
 FK0369
 FK0369.The horizontal coordinates were scaled from a map and have
 FK0369.an estimated accuracy of +/- 6 seconds.
 FK0369
 FK0369.The orthometric height was determined by differential leveling and
 FK0369.adjusted by the NATIONAL GEODETIC SURVEY
 FK0369.in June 1991.
 FK0369
 FK0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0369.GEOID18 height accuracy estimate available here.
 FK0369
 FK0369.Click photographs - Photos may exist for this station.
 FK0369
 FK0369.The dynamic height is computed by dividing the NAVD 88
 FK0369.geopotential number by the normal gravity value computed on the
 FK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0369.degrees latitude (g = 980.6199 gals.).
 FK0369
 FK0369.The modeled gravity was interpolated from observed gravity values.
 FK0369
 FK0369;                    North         East    Units  Estimated Accuracy
 FK0369;SPC OK S     -   187,880.      491,860.      MT  (+/- 180 meters Scaled)
 FK0369
 FK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD831754(NAD 83)
 FK0369
 FK0369                          SUPERSEDED SURVEY CONTROL
 FK0369
 FK0369  NGVD 29 (??/??/92)  484.470  (m)         1589.47   (f) ADJ UNCH    2 0
 FK0369
 FK0369.Superseded values are not recommended for survey control.
 FK0369
 FK0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0369.See file dsdata.pdf to determine how the superseded data were derived.
 FK0369
 FK0369_MARKER: DB = BENCH MARK DISK
 FK0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0369_SP_SET: CULVERT HEADWALL
 FK0369_STAMPING: G 123 1961
 FK0369_MARK LOGO: CGS
 FK0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0369+STABILITY: SURFACE MOTION
 FK0369
 FK0369  HISTORY     - Date     Condition        Report By
 FK0369  HISTORY     - 1961     MONUMENTED       CGS
 FK0369
 FK0369                          STATION DESCRIPTION
 FK0369
 FK0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0369'4.5 MI NE FROM LONE WOLF.
 FK0369'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN
 FK0369'LONE WOLF, THENCE 0.9 MILE NORTH ALONG STATE HIGHWAY 44, 22 FEET
 FK0369'WEST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTHEAST OF A WITNESS
 FK0369'POST, CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE
 FK0369'CULVERT, 0.5 FOOT NORTH OF THE SOUTH END, 3 FEET LOWER THAN THE
 FK0369'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0502 ***********************************************************************
 EM0502  DESIGNATION -  G 124
 EM0502  PID         -  EM0502
 EM0502  STATE/COUNTY-  OK/GREER
 EM0502  COUNTRY     -  US
 EM0502  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0502
 EM0502                         *CURRENT SURVEY CONTROL
 EM0502  ______________________________________________________________________
 EM0502* NAD 83(1986) POSITION- 34 48 44.     (N) 099 33 35.     (W)   SCALED
 EM0502* NAVD 88 ORTHO HEIGHT -   515.286 (meters)     1690.57  (feet) ADJUSTED
 EM0502  ______________________________________________________________________
 EM0502  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 EM0502  DYNAMIC HEIGHT  -        514.734 (meters)     1688.76  (feet) COMP
 EM0502  MODELED GRAVITY -    979,548.5   (mgal)                       NAVD 88
 EM0502
 EM0502  VERT ORDER      -  SECOND    CLASS 0
 EM0502
 EM0502.The horizontal coordinates were scaled from a map and have
 EM0502.an estimated accuracy of +/- 6 seconds.
 EM0502
 EM0502.The orthometric height was determined by differential leveling and
 EM0502.adjusted by the NATIONAL GEODETIC SURVEY
 EM0502.in June 1991.
 EM0502
 EM0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0502.GEOID18 height accuracy estimate available here.
 EM0502
 EM0502.Click photographs - Photos may exist for this station.
 EM0502
 EM0502.The dynamic height is computed by dividing the NAVD 88
 EM0502.geopotential number by the normal gravity value computed on the
 EM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0502.degrees latitude (g = 980.6199 gals.).
 EM0502
 EM0502.The modeled gravity was interpolated from observed gravity values.
 EM0502
 EM0502;                    North         East    Units  Estimated Accuracy
 EM0502;SPC OK S     -   165,150.      457,310.      MT  (+/- 180 meters Scaled)
 EM0502
 EM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD488523(NAD 83)
 EM0502
 EM0502                          SUPERSEDED SURVEY CONTROL
 EM0502
 EM0502  NGVD 29 (??/??/92)  515.076  (m)         1689.88   (f) ADJ UNCH    2 0
 EM0502
 EM0502.Superseded values are not recommended for survey control.
 EM0502
 EM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0502.See file dsdata.pdf to determine how the superseded data were derived.
 EM0502
 EM0502_MARKER: DB = BENCH MARK DISK
 EM0502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0502_SP_SET: CULVERT HEADWALL
 EM0502_STAMPING: G 124 1961
 EM0502_MARK LOGO: CGS
 EM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0502+STABILITY: SURFACE MOTION
 EM0502
 EM0502  HISTORY     - Date     Condition        Report By
 EM0502  HISTORY     - 1961     MONUMENTED       CGS
 EM0502
 EM0502                          STATION DESCRIPTION
 EM0502
 EM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0502'6.0 MI SW FROM MANGUM.
 EM0502'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0502'MANGUM, THENCE 0.9 MILE WEST ALONG OILED ROAD, 0.1 MILE EAST OF A
 EM0502'NORTH-SOUTH DIRT ROAD, 12.5 FEET NORTH OF THE CENTER OF THE ROAD, 6.5
 EM0502'FEET SOUTHWEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN THE
 EM0502'CENTER OF THE NORTH ABUTMENT OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0051 ***********************************************************************
 GH0051  DESIGNATION -  G 125
 GH0051  PID         -  GH0051
 GH0051  STATE/COUNTY-  OK/OSAGE
 GH0051  COUNTRY     -  US
 GH0051  USGS QUAD   -  BOWRING SE (2018)
 GH0051
 GH0051                         *CURRENT SURVEY CONTROL
 GH0051  ______________________________________________________________________
 GH0051* NAD 83(1986) POSITION- 36 45 09.8    (N) 096 00 29.2    (W)   HD_HELD2
 GH0051* NAVD 88 ORTHO HEIGHT -   214.555 (meters)      703.92  (feet) ADJUSTED
 GH0051  ______________________________________________________________________
 GH0051  GEOID HEIGHT    -        -29.098 (meters)                     GEOID18
 GH0051  DYNAMIC HEIGHT  -        214.380 (meters)      703.35  (feet) COMP
 GH0051  MODELED GRAVITY -    979,809.2   (mgal)                       NAVD 88
 GH0051
 GH0051  VERT ORDER      -  SECOND    CLASS 0
 GH0051
 GH0051.The horizontal coordinates were established by autonomous hand held GPS
 GH0051.observations and have an estimated accuracy of +/- 10 meters.
 GH0051
 GH0051.The orthometric height was determined by differential leveling and
 GH0051.adjusted by the NATIONAL GEODETIC SURVEY
 GH0051.in June 1991.
 GH0051
 GH0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0051.GEOID18 height accuracy estimate available here.
 GH0051
 GH0051.Click photographs - Photos may exist for this station.
 GH0051
 GH0051.The dynamic height is computed by dividing the NAVD 88
 GH0051.geopotential number by the normal gravity value computed on the
 GH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0051.degrees latitude (g = 980.6199 gals.).
 GH0051
 GH0051.The modeled gravity was interpolated from observed gravity values.
 GH0051
 GH0051;                    North         East    Units  Estimated Accuracy
 GH0051;SPC OK N     -   196,300.      777,861.      MT  (+/- 10 meters HH2 GPS)
 GH0051
 GH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6710071616(NAD 83)
 GH0051
 GH0051                          SUPERSEDED SURVEY CONTROL
 GH0051
 GH0051  NGVD 29 (??/??/92)  214.438  (m)          703.54   (f) ADJ UNCH    2 0
 GH0051
 GH0051.Superseded values are not recommended for survey control.
 GH0051
 GH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0051.See file dsdata.pdf to determine how the superseded data were derived.
 GH0051
 GH0051_MARKER: DB = BENCH MARK DISK
 GH0051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0051_SP_SET: BOX CULVERT
 GH0051_STAMPING: G 125 1963
 GH0051_MARK LOGO: CGS
 GH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0051+STABILITY: SURFACE MOTION
 GH0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0051+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2010
 GH0051
 GH0051  HISTORY     - Date     Condition        Report By
 GH0051  HISTORY     - 1963     MONUMENTED       CGS
 GH0051  HISTORY     - 1971     GOOD             NGS
 GH0051  HISTORY     - 1976     GOOD             NGS
 GH0051  HISTORY     - 19910701 GOOD             USPSQD
 GH0051  HISTORY     - 20020826 GOOD             INDIV
 GH0051  HISTORY     - 20050306 GOOD             USPSQD
 GH0051  HISTORY     - 20100212 GOOD             NGS
 GH0051
 GH0051                          STATION DESCRIPTION
 GH0051
 GH0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GH0051'1.8 MI W FROM BARTLESVILLE.
 GH0051'THE MARK IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 60 AND THE
 GH0051'AIRPORT ROAD.  THE MARK MAY BE REACHED BY GOING 1.75 MILE WEST
 GH0051'ALONG U.S. HIGHWAY 60 FROM THE SANTA FE RAILROAD PASSENGER DEPOT
 GH0051'IN BARTLESVILLE, TO THE ROAD JCT.  MARK IS 48 FEET EAST OF THE
 GH0051'CENTERLINE OF THE AIRPORT ROAD, 48 FEET NORTH OF THE WEST BOUND
 GH0051'TRAFFIC LANE OF U.S. HIGHWAY 60, IT IS SET IN A DRILL HOLE IN
 GH0051'THE EAST END OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT.  A
 GH0051'STANDARD DISK STAMPED G 125 1963.
 GH0051
 GH0051                          STATION RECOVERY (1976)
 GH0051
 GH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GH0051'RECOVERED IN GOOD CONDITION.
 GH0051
 GH0051                          STATION RECOVERY (1991)
 GH0051
 GH0051'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GH0051'RECOVERED IN GOOD CONDITION.
 GH0051
 GH0051                          STATION RECOVERY (2002)
 GH0051
 GH0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GH0051'RECOVERED IN GOOD CONDITION.
 GH0051
 GH0051                          STATION RECOVERY (2005)
 GH0051
 GH0051'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GH0051'RECOVERED AS DESCRIBED
 GH0051
 GH0051                          STATION RECOVERY (2010)
 GH0051
 GH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 GH0051'AIRPORT ROAD IS NOW WILEY POST ROAD.  US 60 IS ALSO FRANK PHILLIPS
 GH0051'BLVD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0533 ***********************************************************************
 GH0533  DESIGNATION -  G 13
 GH0533  PID         -  GH0533
 GH0533  STATE/COUNTY-  OK/GRANT
 GH0533  COUNTRY     -  US
 GH0533  USGS QUAD   -  RENFROW (2018)
 GH0533
 GH0533                         *CURRENT SURVEY CONTROL
 GH0533  ______________________________________________________________________
 GH0533* NAD 83(1986) POSITION- 36 56 46.     (N) 097 38 19.     (W)   SCALED
 GH0533* NAVD 88 ORTHO HEIGHT -   373.688 (meters)     1226.01  (feet) ADJUSTED
 GH0533  ______________________________________________________________________
 GH0533  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 GH0533  DYNAMIC HEIGHT  -        373.378 (meters)     1224.99  (feet) COMP
 GH0533  MODELED GRAVITY -    979,790.4   (mgal)                       NAVD 88
 GH0533
 GH0533  VERT ORDER      -  FIRST     CLASS II
 GH0533
 GH0533.The horizontal coordinates were scaled from a map and have
 GH0533.an estimated accuracy of +/- 6 seconds.
 GH0533
 GH0533.The orthometric height was determined by differential leveling and
 GH0533.adjusted by the NATIONAL GEODETIC SURVEY
 GH0533.in June 1991.
 GH0533
 GH0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0533.GEOID18 height accuracy estimate available here.
 GH0533
 GH0533.Click photographs - Photos may exist for this station.
 GH0533
 GH0533.The dynamic height is computed by dividing the NAVD 88
 GH0533.geopotential number by the normal gravity value computed on the
 GH0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0533.degrees latitude (g = 980.6199 gals.).
 GH0533
 GH0533.The modeled gravity was interpolated from observed gravity values.
 GH0533
 GH0533;                    North         East    Units  Estimated Accuracy
 GH0533;SPC OK N     -   216,000.      632,190.      MT  (+/- 180 meters Scaled)
 GH0533
 GH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF212897(NAD 83)
 GH0533
 GH0533                          SUPERSEDED SURVEY CONTROL
 GH0533
 GH0533  NGVD 29 (??/??/92)  373.580  (m)         1225.65   (f) ADJ UNCH    1 2
 GH0533
 GH0533.Superseded values are not recommended for survey control.
 GH0533
 GH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0533.See file dsdata.pdf to determine how the superseded data were derived.
 GH0533
 GH0533_MARKER: DB = BENCH MARK DISK
 GH0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0533_STAMPING: G 13 1933
 GH0533_MARK LOGO: CGS
 GH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0533+STABILITY: SURFACE MOTION
 GH0533
 GH0533  HISTORY     - Date     Condition        Report By
 GH0533  HISTORY     - 1933     MONUMENTED       CGS
 GH0533
 GH0533                          STATION DESCRIPTION
 GH0533
 GH0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0533'2 MI N FROM RENFROW.
 GH0533'2.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0533'RAILROAD FROM RENFROW, GRANT COUNTY, 1/4 MILE NORTH OF DISTRICT
 GH0533'21 SCHOOLHOUSE, 4 YARDS SOUTH OF POLE 300+31, 40 YARDS NORTH
 GH0533'OF THE ENTRANCE TO A FIELD, 12 YARDS WEST OF THE CENTER LINE
 GH0533'OF THE TRACK, 3 YARDS EAST OF A FENCE, AND IN LINE WITH A
 GH0533'ROW OF POLES.  A STANDARD DISK, STAMPED G 13 1933 AND SET
 GH0533'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0282 ***********************************************************************
 GH0282  DESIGNATION -  G 130
 GH0282  PID         -  GH0282
 GH0282  STATE/COUNTY-  OK/KAY
 GH0282  COUNTRY     -  US
 GH0282  USGS QUAD   -  PONCA CITY (2018)
 GH0282
 GH0282                         *CURRENT SURVEY CONTROL
 GH0282  ______________________________________________________________________
 GH0282* NAD 83(1986) POSITION- 36 44 19.     (N) 097 04 34.     (W)   SCALED
 GH0282* NAVD 88 ORTHO HEIGHT -   321.113 (meters)     1053.52  (feet) ADJUSTED
 GH0282  ______________________________________________________________________
 GH0282  GEOID HEIGHT    -        -28.901 (meters)                     GEOID18
 GH0282  DYNAMIC HEIGHT  -        320.839 (meters)     1052.62  (feet) COMP
 GH0282  MODELED GRAVITY -    979,768.1   (mgal)                       NAVD 88
 GH0282
 GH0282  VERT ORDER      -  SECOND    CLASS 0
 GH0282
 GH0282.The horizontal coordinates were scaled from a map and have
 GH0282.an estimated accuracy of +/- 6 seconds.
 GH0282
 GH0282.The orthometric height was determined by differential leveling and
 GH0282.adjusted by the NATIONAL GEODETIC SURVEY
 GH0282.in June 1991.
 GH0282
 GH0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0282.GEOID18 height accuracy estimate available here.
 GH0282
 GH0282.Click photographs - Photos may exist for this station.
 GH0282
 GH0282.The dynamic height is computed by dividing the NAVD 88
 GH0282.geopotential number by the normal gravity value computed on the
 GH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0282.degrees latitude (g = 980.6199 gals.).
 GH0282
 GH0282.The modeled gravity was interpolated from observed gravity values.
 GH0282
 GH0282;                    North         East    Units  Estimated Accuracy
 GH0282;SPC OK N     -   193,300.      682,520.      MT  (+/- 180 meters Scaled)
 GH0282
 GH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF717676(NAD 83)
 GH0282
 GH0282                          SUPERSEDED SURVEY CONTROL
 GH0282
 GH0282  NGVD 29 (??/??/92)  320.984  (m)         1053.10   (f) ADJ UNCH    2 0
 GH0282
 GH0282.Superseded values are not recommended for survey control.
 GH0282
 GH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0282.See file dsdata.pdf to determine how the superseded data were derived.
 GH0282
 GH0282_MARKER: DB = BENCH MARK DISK
 GH0282_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0282+WITH SETTING: PAVEMENT
 GH0282_SP_SET: SEMAPHORE BASE
 GH0282_STAMPING: G 130 1934
 GH0282_MARK LOGO: CGS
 GH0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0282+STABILITY: SURFACE MOTION
 GH0282
 GH0282  HISTORY     - Date     Condition        Report By
 GH0282  HISTORY     - 1934     MONUMENTED       CGS
 GH0282  HISTORY     - 1939     GOOD
 GH0282
 GH0282                          STATION DESCRIPTION
 GH0282
 GH0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0282'2.5 MI N FROM PONCA CITY.
 GH0282'ABOUT 2.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0282'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 165
 GH0282'FEET NORTH OF THE SIGNBOARD AT CROSS, ABOUT 1,265 FEET SOUTH
 GH0282'OF MILEPOST 286, ABOUT 50 FEET NORTH OF THE CENTER OF A DIRT-ROAD
 GH0282'CROSSING, AT SEMAPHORE 286.1, IN THE TOP OF THE CONCRETE
 GH0282'FOUNDATION, AND 7.8 FEET WEST OF THE CENTER LINE OF THE TRACK.
 GH0282'A STANDARD DISK, STAMPED G 130 1934.
 GH0282
 GH0282                          STATION RECOVERY (1939)
 GH0282
 GH0282'RECOVERED 1939
 GH0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0224 ***********************************************************************
 GH0224  DESIGNATION -  G 131
 GH0224  PID         -  GH0224
 GH0224  STATE/COUNTY-  OK/KAY
 GH0224  COUNTRY     -  US
 GH0224  USGS QUAD   -  NARDIN (2018)
 GH0224
 GH0224                         *CURRENT SURVEY CONTROL
 GH0224  ______________________________________________________________________
 GH0224* NAD 83(1986) POSITION- 36 48 13.     (N) 097 26 38.     (W)   SCALED
 GH0224* NAVD 88 ORTHO HEIGHT -   330.404 (meters)     1084.00  (feet) ADJUSTED
 GH0224  ______________________________________________________________________
 GH0224  GEOID HEIGHT    -        -28.506 (meters)                     GEOID18
 GH0224  DYNAMIC HEIGHT  -        330.125 (meters)     1083.09  (feet) COMP
 GH0224  MODELED GRAVITY -    979,776.0   (mgal)                       NAVD 88
 GH0224
 GH0224  VERT ORDER      -  SECOND    CLASS 0
 GH0224
 GH0224.The horizontal coordinates were scaled from a map and have
 GH0224.an estimated accuracy of +/- 6 seconds.
 GH0224
 GH0224.The orthometric height was determined by differential leveling and
 GH0224.adjusted by the NATIONAL GEODETIC SURVEY
 GH0224.in June 1991.
 GH0224
 GH0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0224.GEOID18 height accuracy estimate available here.
 GH0224
 GH0224.Click photographs - Photos may exist for this station.
 GH0224
 GH0224.The dynamic height is computed by dividing the NAVD 88
 GH0224.geopotential number by the normal gravity value computed on the
 GH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0224.degrees latitude (g = 980.6199 gals.).
 GH0224
 GH0224.The modeled gravity was interpolated from observed gravity values.
 GH0224
 GH0224;                    North         East    Units  Estimated Accuracy
 GH0224;SPC OK N     -   200,270.      649,630.      MT  (+/- 180 meters Scaled)
 GH0224
 GH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF388742(NAD 83)
 GH0224
 GH0224                          SUPERSEDED SURVEY CONTROL
 GH0224
 GH0224  NGVD 29 (??/??/92)  330.302  (m)         1083.67   (f) ADJ UNCH    2 0
 GH0224
 GH0224.Superseded values are not recommended for survey control.
 GH0224
 GH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0224.See file dsdata.pdf to determine how the superseded data were derived.
 GH0224
 GH0224_MARKER: DB = BENCH MARK DISK
 GH0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0224_STAMPING: G 131 1934
 GH0224_MARK LOGO: CGS
 GH0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0224+STABILITY: SURFACE MOTION
 GH0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0224+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1997
 GH0224
 GH0224  HISTORY     - Date     Condition        Report By
 GH0224  HISTORY     - 1934     MONUMENTED       CGS
 GH0224  HISTORY     - 1968     MARK NOT FOUND   USGS
 GH0224  HISTORY     - 19970402 GOOD             NGS
 GH0224
 GH0224                          STATION DESCRIPTION
 GH0224
 GH0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0224'AT NARDIN.
 GH0224'AT NARDIN, KAY COUNTY, ABOUT 780 FEET EAST ALONG THE ATCHISON,
 GH0224'TOPEKA AND SANTA FE RAILWAY FROM THE STATION, ABOUT 0.4 MILE
 GH0224'EAST OF MILEPOST 118, AT A GRAVEL-ROAD CROSSING, 45 FEET NORTH
 GH0224'OF THE CENTER LINE OF THE TRACK, 25 FEET EAST OF THE CENTER
 GH0224'LINE OF THE ROAD, AND 7 FEET SOUTHEAST OF A POLE.  A STANDARD
 GH0224'DISK, STAMPED G 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0224'NOTE-- NEW PIPELINE PARALLELS ROAD AT DESCRIBED LOCATION OF MARK.
 GH0224
 GH0224                          STATION RECOVERY (1968)
 GH0224
 GH0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0224'MARK NOT FOUND.
 GH0224
 GH0224                          STATION RECOVERY (1997)
 GH0224
 GH0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GH0224'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GH0224'NARDIN, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A PAVED ROAD, 17.4 M
 GH0224'(57.1 FT) NORTH OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED) ,
 GH0224'9.0 M (29.5 FT) EAST OF THE ROAD CENTER, 1.9 M (6.2 FT) SOUTHWEST OF A
 GH0224'FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7
 GH0224'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 GH0224'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0203 ***********************************************************************
 GH0203  DESIGNATION -  G 132
 GH0203  PID         -  GH0203
 GH0203  STATE/COUNTY-  OK/OSAGE
 GH0203  COUNTRY     -  US
 GH0203  USGS QUAD   -  GRAINOLA (2018)
 GH0203
 GH0203                         *CURRENT SURVEY CONTROL
 GH0203  ______________________________________________________________________
 GH0203* NAD 83(1986) POSITION- 36 58 33.55   (N) 096 40 51.67   (W)   HD_HELD1
 GH0203* NAVD 88 ORTHO HEIGHT -   353.619 (meters)     1160.17  (feet) ADJUSTED
 GH0203  ______________________________________________________________________
 GH0203  GEOID HEIGHT    -        -29.135 (meters)                     GEOID18
 GH0203  DYNAMIC HEIGHT  -        353.321 (meters)     1159.19  (feet) COMP
 GH0203  MODELED GRAVITY -    979,778.6   (mgal)                       NAVD 88
 GH0203
 GH0203  VERT ORDER      -  SECOND    CLASS 0
 GH0203
 GH0203.The horizontal coordinates were determined by differentially corrected
 GH0203.hand held GPS observations or other comparable positioning techniques
 GH0203.and have an estimated accuracy of +/- 3 meters.
 GH0203
 GH0203.The orthometric height was determined by differential leveling and
 GH0203.adjusted by the NATIONAL GEODETIC SURVEY
 GH0203.in June 1991.
 GH0203
 GH0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0203.GEOID18 height accuracy estimate available here.
 GH0203
 GH0203.Click photographs - Photos may exist for this station.
 GH0203
 GH0203.The dynamic height is computed by dividing the NAVD 88
 GH0203.geopotential number by the normal gravity value computed on the
 GH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0203.degrees latitude (g = 980.6199 gals.).
 GH0203
 GH0203.The modeled gravity was interpolated from observed gravity values.
 GH0203
 GH0203;                    North         East    Units  Estimated Accuracy
 GH0203;SPC OK N     -   220,050.7     717,443.2     MT  (+/- 3 meters HH1 GPS) 
 GH0203
 GH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0641494721(NAD 83)
 GH0203
 GH0203                          SUPERSEDED SURVEY CONTROL
 GH0203
 GH0203  NGVD 29 (??/??/92)  353.486  (m)         1159.73   (f) ADJ UNCH    2 0
 GH0203
 GH0203.Superseded values are not recommended for survey control.
 GH0203
 GH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0203.See file dsdata.pdf to determine how the superseded data were derived.
 GH0203
 GH0203_MARKER: DB = BENCH MARK DISK
 GH0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0203_STAMPING: G 132 1934
 GH0203_MARK LOGO: CGS
 GH0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0203+STABILITY: SURFACE MOTION
 GH0203
 GH0203  HISTORY     - Date     Condition        Report By
 GH0203  HISTORY     - 1934     MONUMENTED       CGS
 GH0203
 GH0203                          STATION DESCRIPTION
 GH0203
 GH0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0203'3.9 MI NW FROM GRAINOLA.
 GH0203'3.9 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0203'STATION AT GRAINOLA, OSAGE COUNTY, 660 FEET NORTHEAST OF THE
 GH0203'STATION SIGN AT FRANKFORT, 240 FEET WEST OF MILEPOST 236, 190
 GH0203'FEET NORTHWEST OF THE NORTH END OF A STONE CULVERT, 140 FEET
 GH0203'NORTH OF THE CENTER LINE OF THE TRACK, AND 5.8 FEET EAST OF A
 GH0203'TELEPHONE POLE.  A STANDARD DISK, STAMPED G 132 1934 AND SET IN
 GH0203'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0036 ***********************************************************************
 GH0036  DESIGNATION -  G 134
 GH0036  PID         -  GH0036
 GH0036  STATE/COUNTY-  OK/OSAGE
 GH0036  COUNTRY     -  US
 GH0036  USGS QUAD   -  NELAGONEY (2018)
 GH0036
 GH0036                         *CURRENT SURVEY CONTROL
 GH0036  ______________________________________________________________________
 GH0036* NAD 83(1986) POSITION- 36 39 11.     (N) 096 13 27.     (W)   SCALED
 GH0036* NAVD 88 ORTHO HEIGHT -   249.499 (meters)      818.56  (feet) ADJUSTED
 GH0036  ______________________________________________________________________
 GH0036  GEOID HEIGHT    -        -28.508 (meters)                     GEOID18
 GH0036  DYNAMIC HEIGHT  -        249.296 (meters)      817.90  (feet) COMP
 GH0036  MODELED GRAVITY -    979,814.3   (mgal)                       NAVD 88
 GH0036
 GH0036  VERT ORDER      -  SECOND    CLASS 0
 GH0036
 GH0036.The horizontal coordinates were scaled from a map and have
 GH0036.an estimated accuracy of +/- 6 seconds.
 GH0036
 GH0036.The orthometric height was determined by differential leveling and
 GH0036.adjusted by the NATIONAL GEODETIC SURVEY
 GH0036.in June 1991.
 GH0036
 GH0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0036.GEOID18 height accuracy estimate available here.
 GH0036
 GH0036.Click photographs - Photos may exist for this station.
 GH0036
 GH0036.The dynamic height is computed by dividing the NAVD 88
 GH0036.geopotential number by the normal gravity value computed on the
 GH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0036.degrees latitude (g = 980.6199 gals.).
 GH0036
 GH0036.The modeled gravity was interpolated from observed gravity values.
 GH0036
 GH0036;                    North         East    Units  Estimated Accuracy
 GH0036;SPC OK N     -   184,870.      758,770.      MT  (+/- 180 meters Scaled)
 GH0036
 GH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF481599(NAD 83)
 GH0036
 GH0036                          SUPERSEDED SURVEY CONTROL
 GH0036
 GH0036  NGVD 29 (??/??/92)  249.386  (m)          818.19   (f) ADJ UNCH    2 0
 GH0036
 GH0036.Superseded values are not recommended for survey control.
 GH0036
 GH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0036.See file dsdata.pdf to determine how the superseded data were derived.
 GH0036
 GH0036_MARKER: DB = BENCH MARK DISK
 GH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0036_STAMPING: G 134 1934
 GH0036_MARK LOGO: CGS
 GH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0036+STABILITY: SURFACE MOTION
 GH0036
 GH0036  HISTORY     - Date     Condition        Report By
 GH0036  HISTORY     - 1934     MONUMENTED       CGS
 GH0036  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0036
 GH0036                          STATION DESCRIPTION
 GH0036
 GH0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0036'2.1 MI N FROM NELAGONY.
 GH0036'2.1 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 GH0036'STATION AT NELAGONY, OSAGE COUNTY, 800 FEET SOUTHEAST OF
 GH0036'MILEPOST 215, 600 FEET NORTHWEST OF THE NORTHWEST END OF WOODEN
 GH0036'TRESTLE A 215.3, 110 FEET SOUTHWEST OF POLE 1742, 46.5 FEET
 GH0036'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 20 FEET NORTHWEST OF
 GH0036'A WAGON GATE, AND 3.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 GH0036'A STANDARD DISK, STAMPED G 134 1934 AND SET IN THE TOP OF A
 GH0036'CONCRETE POST.
 GH0036
 GH0036                          STATION RECOVERY (1988)
 GH0036
 GH0036'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0500 ***********************************************************************
 GG0500  DESIGNATION -  G 135
 GG0500  PID         -  GG0500
 GG0500  STATE/COUNTY-  OK/WASHINGTON
 GG0500  COUNTRY     -  US
 GG0500  USGS QUAD   -  OGLESBY (2018)
 GG0500
 GG0500                         *CURRENT SURVEY CONTROL
 GG0500  ______________________________________________________________________
 GG0500* NAD 83(1986) POSITION- 36 43 40.38   (N) 095 50 47.02   (W)   HD_HELD1
 GG0500* NAVD 88 ORTHO HEIGHT -   231.009 (meters)      757.90  (feet) ADJUSTED
 GG0500  ______________________________________________________________________
 GG0500  GEOID HEIGHT    -        -29.262 (meters)                     GEOID18
 GG0500  DYNAMIC HEIGHT  -        230.818 (meters)      757.28  (feet) COMP
 GG0500  MODELED GRAVITY -    979,799.4   (mgal)                       NAVD 88
 GG0500
 GG0500  VERT ORDER      -  SECOND    CLASS 0
 GG0500
 GG0500.The horizontal coordinates were determined by differentially corrected
 GG0500.hand held GPS observations or other comparable positioning techniques
 GG0500.and have an estimated accuracy of +/- 3 meters.
 GG0500
 GG0500.The orthometric height was determined by differential leveling and
 GG0500.adjusted by the NATIONAL GEODETIC SURVEY
 GG0500.in June 1991.
 GG0500
 GG0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0500.GEOID18 height accuracy estimate available here.
 GG0500
 GG0500.Click photographs - Photos may exist for this station.
 GG0500
 GG0500.The dynamic height is computed by dividing the NAVD 88
 GG0500.geopotential number by the normal gravity value computed on the
 GG0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0500.degrees latitude (g = 980.6199 gals.).
 GG0500
 GG0500.The modeled gravity was interpolated from observed gravity values.
 GG0500
 GG0500;                    North         East    Units  Estimated Accuracy
 GG0500;SPC OK N     -   193,852.9     792,359.9     MT  (+/- 3 meters HH1 GPS) 
 GG0500
 GG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4580968463(NAD 83)
 GG0500
 GG0500                          SUPERSEDED SURVEY CONTROL
 GG0500
 GG0500  NGVD 29 (??/??/92)  230.886  (m)          757.50   (f) ADJ UNCH    2 0
 GG0500
 GG0500.Superseded values are not recommended for survey control.
 GG0500
 GG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0500.See file dsdata.pdf to determine how the superseded data were derived.
 GG0500
 GG0500_MARKER: DB = BENCH MARK DISK
 GG0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0500_SP_SET: CULVERT HEADWALL
 GG0500_STAMPING: G 135 1934
 GG0500_MARK LOGO: CGS
 GG0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0500+STABILITY: SURFACE MOTION
 GG0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0500+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 GG0500
 GG0500  HISTORY     - Date     Condition        Report By
 GG0500  HISTORY     - 1934     MONUMENTED       CGS
 GG0500  HISTORY     - 1962     GOOD             CGS
 GG0500  HISTORY     - 1969     GOOD             CGS
 GG0500  HISTORY     - 1988     GOOD             USPSQD
 GG0500  HISTORY     - 1989     GOOD             USPSQD
 GG0500  HISTORY     - 19910701 GOOD             USPSQD
 GG0500  HISTORY     - 20050306 GOOD             USPSQD
 GG0500  HISTORY     - 20250116 MARK NOT FOUND   INDIV
 GG0500
 GG0500                          STATION DESCRIPTION
 GG0500
 GG0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 GG0500'8.9 MI E FROM BARTLESVILLE.
 GG0500'8.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0500'AND SANTA FE RAILWAY STATION AT BARTLESVILLE, WASHINGTON COUNTY,
 GG0500'0.4 MILE EAST OF MIDWAY SCHOOL, 350 FEET EAST OF THE D.B. COLE
 GG0500'FARMHOUSE, 225 FEET WEST OF THE CENTERLINE OF A GRAVEL CROSSROAD,
 GG0500'150 FEET SOUTHWEST OF THE CITIES SERVICE GAS CO. NOWATA HIGH
 GG0500'PRESSURE STATION, AT A CONCRETE BOX CULVERT, AND IN THE TOP
 GG0500'OF THE EAST END OF THE HEADWALL.  A STANDARD DISK, STAMPED
 GG0500'G 135 1934.
 GG0500
 GG0500                          STATION RECOVERY (1969)
 GG0500
 GG0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GG0500'RECOVERED IN GOOD CONDITION.
 GG0500
 GG0500                          STATION RECOVERY (1988)
 GG0500
 GG0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0500'RECOVERED IN GOOD CONDITION.
 GG0500
 GG0500                          STATION RECOVERY (1989)
 GG0500
 GG0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0500'RECOVERED IN GOOD CONDITION.
 GG0500
 GG0500                          STATION RECOVERY (1991)
 GG0500
 GG0500'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GG0500'RECOVERED IN GOOD CONDITION.
 GG0500
 GG0500                          STATION RECOVERY (2005)
 GG0500
 GG0500'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GG0500'RECOVERED AS DESCRIBED
 GG0500
 GG0500                          STATION RECOVERY (2025)
 GG0500
 GG0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (MFL)
 GG0500'MARK NOT FOUND.  THE HIGHWAY SEEMS TO HAVE BEEN WIDENED IN RECENT
 GG0500'YEARS AND THE CONCRETE CULVERT SEEMS TO BE OF NEWER CONSTRUCTION THAN
 GG0500'THE PREVIOUS PHOTOS SHOW.  IT IS LIKELY THE ORIGINAL CULVERT WAS
 GG0500'REMOVED DURING ROAD WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0027 ***********************************************************************
 GH0027  DESIGNATION -  G 136
 GH0027  PID         -  GH0027
 GH0027  STATE/COUNTY-  OK/OSAGE
 GH0027  COUNTRY     -  US
 GH0027  USGS QUAD   -  WYNONA (2018)
 GH0027
 GH0027                         *CURRENT SURVEY CONTROL
 GH0027  ______________________________________________________________________
 GH0027* NAD 83(1986) POSITION- 36 31 23.     (N) 096 20 36.     (W)   SCALED
 GH0027* NAVD 88 ORTHO HEIGHT -   259.054 (meters)      849.91  (feet) ADJUSTED
 GH0027  ______________________________________________________________________
 GH0027  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GH0027  DYNAMIC HEIGHT  -        258.839 (meters)      849.21  (feet) COMP
 GH0027  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 GH0027
 GH0027  VERT ORDER      -  SECOND    CLASS 0
 GH0027
 GH0027.The horizontal coordinates were scaled from a map and have
 GH0027.an estimated accuracy of +/- 6 seconds.
 GH0027
 GH0027.The orthometric height was determined by differential leveling and
 GH0027.adjusted by the NATIONAL GEODETIC SURVEY
 GH0027.in June 1991.
 GH0027
 GH0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0027.GEOID18 height accuracy estimate available here.
 GH0027
 GH0027.Click photographs - Photos may exist for this station.
 GH0027
 GH0027.The dynamic height is computed by dividing the NAVD 88
 GH0027.geopotential number by the normal gravity value computed on the
 GH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0027.degrees latitude (g = 980.6199 gals.).
 GH0027
 GH0027.The modeled gravity was interpolated from observed gravity values.
 GH0027
 GH0027;                    North         East    Units  Estimated Accuracy
 GH0027;SPC OK N     -   170,260.      748,370.      MT  (+/- 180 meters Scaled)
 GH0027
 GH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF378452(NAD 83)
 GH0027
 GH0027                          SUPERSEDED SURVEY CONTROL
 GH0027
 GH0027  NGVD 29 (??/??/92)  258.945  (m)          849.56   (f) ADJ UNCH    2 0
 GH0027
 GH0027.Superseded values are not recommended for survey control.
 GH0027
 GH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0027.See file dsdata.pdf to determine how the superseded data were derived.
 GH0027
 GH0027_MARKER: DB = BENCH MARK DISK
 GH0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0027_SP_SET: CULVERT HEADWALL
 GH0027_STAMPING: G 136 1934
 GH0027_MARK LOGO: CGS
 GH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0027+STABILITY: SURFACE MOTION
 GH0027
 GH0027  HISTORY     - Date     Condition        Report By
 GH0027  HISTORY     - 1934     MONUMENTED       CGS
 GH0027  HISTORY     - 1988     GOOD             USPSQD
 GH0027  HISTORY     - 1989     GOOD             USPSQD
 GH0027
 GH0027                          STATION DESCRIPTION
 GH0027
 GH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0027'2.2 MI S FROM WYNONA.
 GH0027'2.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0027'THE STATION AT WYNONA, OSAGE COUNTY, 2300 FEET SOUTHWEST OF
 GH0027'MILEPOST 227, 90 FEET EAST OF THE THIRTEENTH POLE SOUTHWEST OF
 GH0027'MILEPOST 227, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE
 GH0027'NORTHEAST END OF THE TRACK.  A STANDARD DISK, STAMPED G 136 1934.
 GH0027
 GH0027                          STATION RECOVERY (1988)
 GH0027
 GH0027'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0027'RECOVERED IN GOOD CONDITION.
 GH0027
 GH0027                          STATION RECOVERY (1989)
 GH0027
 GH0027'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0431 ***********************************************************************
 GG0431  DESIGNATION -  G 137
 GG0431  PID         -  GG0431
 GG0431  STATE/COUNTY-  OK/TULSA
 GG0431  COUNTRY     -  US
 GG0431  USGS QUAD   -  TULSA (2019)
 GG0431
 GG0431                         *CURRENT SURVEY CONTROL
 GG0431  ______________________________________________________________________
 GG0431* NAD 83(2011) POSITION- 36 10 38.83468(N) 095 58 59.33065(W)   ADJUSTED
 GG0431* NAD 83(2011) ELLIP HT-   176.722 (meters)        (09/17/20)   ADJUSTED
 GG0431* NAD 83(2011) EPOCH   -  2010.00
 GG0431* NAVD 88 ORTHO HEIGHT -   205.646 (meters)      674.69  (feet) ADJUSTED
 GG0431  ______________________________________________________________________
 GG0431  GEOID HEIGHT    -        -28.905 (meters)                     GEOID18
 GG0431  NAD 83(2011) X  -   -537,288.622 (meters)                     COMP
 GG0431  NAD 83(2011) Y  - -5,126,464.168 (meters)                     COMP
 GG0431  NAD 83(2011) Z  -  3,744,207.928 (meters)                     COMP
 GG0431  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 GG0431  DYNAMIC HEIGHT  -        205.467 (meters)      674.10  (feet) COMP
 GG0431  MODELED GRAVITY -    979,757.0   (mgal)                       NAVD 88
 GG0431
 GG0431  VERT ORDER      -  SECOND    CLASS 0
 GG0431
 GG0431  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0431  Standards:
 GG0431         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0431            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0431  -------------------------------------------------------------------
 GG0431  NETWORK    0.85   1.65           0.37   0.32   0.84     -0.03221970
 GG0431  -------------------------------------------------------------------
 GG0431  Click here for local accuracies and other accuracy information.
 GG0431
 GG0431.The horizontal coordinates were established by GPS observations
 GG0431.and adjusted by the CITY OF TULSA in September 2020.
 GG0431
 GG0431.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0431.been affixed to the stable North American tectonic plate. See 
 GG0431.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0431
 GG0431.The horizontal coordinates are valid at the epoch date displayed above
 GG0431.which is a decimal equivalence of Year/Month/Day.
 GG0431
 GG0431.The orthometric height was determined by differential leveling and
 GG0431.adjusted by the NATIONAL GEODETIC SURVEY
 GG0431.in June 1991.
 GG0431
 GG0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0431.GEOID18 height accuracy estimate available here.
 GG0431
 GG0431.Click photographs - Photos may exist for this station.
 GG0431
 GG0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0431
 GG0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0431
 GG0431.The ellipsoidal height was determined by GPS observations
 GG0431.and is referenced to NAD 83.
 GG0431
 GG0431.The dynamic height is computed by dividing the NAVD 88
 GG0431.geopotential number by the normal gravity value computed on the
 GG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0431.degrees latitude (g = 980.6199 gals.).
 GG0431
 GG0431.The modeled gravity was interpolated from observed gravity values.
 GG0431
 GG0431. The following values were computed from the NAD 83(2011) position.
 GG0431
 GG0431;                    North         East     Units Scale Factor Converg.
 GG0431;SPC OK N     -   132,526.342   781,415.645   MT  0.99994542   +1 11 24.9
 GG0431;SPC OK N     -   434,796.84  2,563,694.50   sFT  0.99994542   +1 11 24.9
 GG0431;UTM  15      - 4,007,756.059   231,702.600   MT  1.00048703   -1 45 43.1
 GG0431;UTM  14      - 4,007,849.864   771,329.618   MT  1.00050720   +1 46 54.8
 GG0431
 GG0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0431!SPC OK N     -   0.99997226  x   0.99994542  =   0.99991769
 GG0431!UTM  15      -   0.99997226  x   1.00048703  =   1.00045928
 GG0431!UTM  14      -   0.99997226  x   1.00050720  =   1.00047945
 GG0431
 GG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3170207756(NAD 83)
 GG0431
 GG0431                          SUPERSEDED SURVEY CONTROL
 GG0431
 GG0431  NGVD 29 (??/??/92)  205.528  (m)          674.30   (f) ADJ UNCH    2 0
 GG0431
 GG0431.Superseded values are not recommended for survey control.
 GG0431
 GG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0431.See file dsdata.pdf to determine how the superseded data were derived.
 GG0431
 GG0431_MARKER: DB = BENCH MARK DISK
 GG0431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0431_SP_SET: CULVERT HEADWALL
 GG0431_STAMPING: G 137 1934
 GG0431_MARK LOGO: CGS
 GG0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0431+STABILITY: SURFACE MOTION
 GG0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0431+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2024
 GG0431
 GG0431  HISTORY     - Date     Condition        Report By
 GG0431  HISTORY     - 1934     MONUMENTED       CGS
 GG0431  HISTORY     - 1987     GOOD             USPSQD
 GG0431  HISTORY     - 19940401 GOOD             NGS
 GG0431  HISTORY     - 20081105 GOOD             AIRDAT
 GG0431  HISTORY     - 20100402 GOOD             AIRDAT
 GG0431  HISTORY     - 20160614 GOOD             OKDOT
 GG0431  HISTORY     - 20200930 GOOD             COTOK
 GG0431  HISTORY     - 20240724 GOOD             CWNGRP
 GG0431
 GG0431                          STATION DESCRIPTION
 GG0431
 GG0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0431'IN TULSA.
 GG0431'ABOUT 1.5 MILE NORTH OF TULSA M.V. RY. STATION, ABOUT 300
 GG0431'FEET NORTH OF M.P. 153, 185 FEET NORTH OF INTERSECTION OF
 GG0431'CENTERLINES OF PINE STREET WITH MIDLAND VALLEY R.R., 14.7
 GG0431'FEET EAST OF CENTERLINE OF RAILROAD TRACK, 1.4 FT. NORTH OF
 GG0431'SOUTH END OF CONCRETE HEADWALL TO CULVERT UNDER RAILROAD, BRONZE
 GG0431'TABLET SET IN SOUTH END OF HEADWALL TO CONCRETE CULVERT UNDER
 GG0431'RAILROAD.
 GG0431
 GG0431                          STATION RECOVERY (1987)
 GG0431
 GG0431'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0431'RECOVERED IN GOOD CONDITION.
 GG0431
 GG0431                          STATION RECOVERY (1994)
 GG0431
 GG0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0431'IN TULSA, AT THE INTERSECTION OF EAST PINE STREET AND NORTH MIDLAND
 GG0431'PLACE, IN TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE
 GG0431'EAST CONCRETE HEADWALL OF A CULVERT UNDER THE OLD MIDLAND VALLEY
 GG0431'RAILROAD, 56.8 M (186.4 FT) NORTH OF THE STREET CENTERLINE, 15.4 M
 GG0431'(50.5 FT) WEST OF THE CENTER OF THE PLACE, 3.8 M (12.5 FT) EAST OF
 GG0431'THE NEAR RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACKS.
 GG0431
 GG0431                          STATION RECOVERY (2008)
 GG0431
 GG0431'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0431'RAILROAD IS ABANDONED AND IS NOW PAVED OSAGE BICYCLE TRAIL.
 GG0431
 GG0431                          STATION RECOVERY (2010)
 GG0431
 GG0431'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0431'RECOVERED IN GOOD CONDITION.
 GG0431
 GG0431                          STATION RECOVERY (2016)
 GG0431
 GG0431'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0431'MARK RECOVERED IN GOOD CONDITION BY OKDOT.  THERE IS AN OPUS SHARED
 GG0431'SOLUTION FOR THIS MARK.
 GG0431
 GG0431                          STATION RECOVERY (2020)
 GG0431
 GG0431'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 GG0431'RECOVERED IN GOOD CONDITION.
 GG0431
 GG0431                          STATION RECOVERY (2024)
 GG0431
 GG0431'RECOVERY NOTE BY COWAN GROUP ENGINEERING 2024 (CH)
 GG0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0017 ***********************************************************************
 FJ0017  DESIGNATION -  G 138
 FJ0017  PID         -  FJ0017
 FJ0017  STATE/COUNTY-  OK/CREEK
 FJ0017  COUNTRY     -  US
 FJ0017  USGS QUAD   -  KELLYVILLE (2018)
 FJ0017
 FJ0017                         *CURRENT SURVEY CONTROL
 FJ0017  ______________________________________________________________________
 FJ0017* NAD 83(1986) POSITION- 35 55 23.     (N) 096 14 35.     (W)   SCALED
 FJ0017* NAVD 88 ORTHO HEIGHT -   220.434 (meters)      723.21  (feet) ADJUSTED
 FJ0017  ______________________________________________________________________
 FJ0017  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 FJ0017  DYNAMIC HEIGHT  -        220.238 (meters)      722.56  (feet) COMP
 FJ0017  MODELED GRAVITY -    979,737.4   (mgal)                       NAVD 88
 FJ0017
 FJ0017  VERT ORDER      -  SECOND    CLASS 0
 FJ0017
 FJ0017.The horizontal coordinates were scaled from a map and have
 FJ0017.an estimated accuracy of +/- 6 seconds.
 FJ0017
 FJ0017.The orthometric height was determined by differential leveling and
 FJ0017.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0017.in June 1991.
 FJ0017
 FJ0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0017.GEOID18 height accuracy estimate available here.
 FJ0017
 FJ0017.Click photographs - Photos may exist for this station.
 FJ0017
 FJ0017.The dynamic height is computed by dividing the NAVD 88
 FJ0017.geopotential number by the normal gravity value computed on the
 FJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0017.degrees latitude (g = 980.6199 gals.).
 FJ0017
 FJ0017.The modeled gravity was interpolated from observed gravity values.
 FJ0017
 FJ0017;                    North         East    Units  Estimated Accuracy
 FJ0017;SPC OK N     -   103,850.      758,550.      MT  (+/- 180 meters Scaled)
 FJ0017
 FJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE487789(NAD 83)
 FJ0017
 FJ0017                          SUPERSEDED SURVEY CONTROL
 FJ0017
 FJ0017  NGVD 29 (??/??/92)  220.327  (m)          722.86   (f) ADJ UNCH    2 0
 FJ0017
 FJ0017.Superseded values are not recommended for survey control.
 FJ0017
 FJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0017.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0017
 FJ0017_MARKER: DB = BENCH MARK DISK
 FJ0017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0017_SP_SET: PIER
 FJ0017_STAMPING: G 138 1934
 FJ0017_MARK LOGO: CGS
 FJ0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0017
 FJ0017  HISTORY     - Date     Condition        Report By
 FJ0017  HISTORY     - 1934     MONUMENTED       CGS
 FJ0017
 FJ0017                          STATION DESCRIPTION
 FJ0017
 FJ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0017'2 MI SW FROM KELLYVILLE.
 FJ0017'2.0 MILES SOUTHWEST OF, 275 FEET SOUTHWEST OF M.P. 447-25, 6.9
 FJ0017'FEET NORTHWEST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY.,
 FJ0017'6.5 FEET BELOW LEVEL OF TRACK.  BRONZE TABLET SET HORIZONTALLY
 FJ0017'IN TOP OF NORTHEAST CONCRETE PIER TO STEEL RAILROAD BRIDGE 447.8
 FJ0017'OVER POLE CAT CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0723 ***********************************************************************
 FH0723  DESIGNATION -  G 139
 FH0723  PID         -  FH0723
 FH0723  STATE/COUNTY-  OK/WAGONER
 FH0723  COUNTRY     -  US
 FH0723  USGS QUAD   -  RED BIRD (2018)
 FH0723
 FH0723                         *CURRENT SURVEY CONTROL
 FH0723  ______________________________________________________________________
 FH0723* NAD 83(1986) POSITION- 35 53 04.     (N) 095 35 21.     (W)   SCALED
 FH0723* NAVD 88 ORTHO HEIGHT -   185.942 (meters)      610.04  (feet) ADJUSTED
 FH0723  ______________________________________________________________________
 FH0723  GEOID HEIGHT    -        -29.353 (meters)                     GEOID18
 FH0723  DYNAMIC HEIGHT  -        185.775 (meters)      609.50  (feet) COMP
 FH0723  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 FH0723
 FH0723  VERT ORDER      -  SECOND    CLASS 0
 FH0723
 FH0723.The horizontal coordinates were scaled from a map and have
 FH0723.an estimated accuracy of +/- 6 seconds.
 FH0723
 FH0723.The orthometric height was determined by differential leveling and
 FH0723.adjusted by the NATIONAL GEODETIC SURVEY
 FH0723.in June 1991.
 FH0723
 FH0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0723.GEOID18 height accuracy estimate available here.
 FH0723
 FH0723.Click photographs - Photos may exist for this station.
 FH0723
 FH0723.The dynamic height is computed by dividing the NAVD 88
 FH0723.geopotential number by the normal gravity value computed on the
 FH0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0723.degrees latitude (g = 980.6199 gals.).
 FH0723
 FH0723.The modeled gravity was interpolated from observed gravity values.
 FH0723
 FH0723;                    North         East    Units  Estimated Accuracy
 FH0723;SPC OK N     -   100,830.      817,660.      MT  (+/- 180 meters Scaled)
 FH0723
 FH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV662742(NAD 83)
 FH0723
 FH0723                          SUPERSEDED SURVEY CONTROL
 FH0723
 FH0723  NGVD 29 (??/??/92)  185.824  (m)          609.66   (f) ADJ UNCH    2 0
 FH0723
 FH0723.Superseded values are not recommended for survey control.
 FH0723
 FH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0723.See file dsdata.pdf to determine how the superseded data were derived.
 FH0723
 FH0723_MARKER: DB = BENCH MARK DISK
 FH0723_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0723_STAMPING: G 139 1934
 FH0723_MARK LOGO: CGS
 FH0723_PROJECTION: FLUSH
 FH0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0723
 FH0723  HISTORY     - Date     Condition        Report By
 FH0723  HISTORY     - 1934     MONUMENTED       CGS
 FH0723  HISTORY     - 1962     GOOD             USGS
 FH0723
 FH0723                          STATION DESCRIPTION
 FH0723
 FH0723'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FH0723'AT RED BIRD.
 FH0723'AT REDBIRD, WAGONER COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD,
 FH0723'430 FT SOUTHEAST OF EAST-WEST ROAD AND RAILROAD CROSSING, 250 FT
 FH0723'NORTHEAST OF NORTH-SOUTH ROAD AND RAILROAD CROSSING, 28.5 FT
 FH0723'NORTHEAST OF THE SOUTHEAST SWITCH STAND TO THE SIDING, AND
 FH0723'19.8 FT. NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FH0723'DISK, STAMPED G139 1934, AND SET IN THE TOP OF A CONCRETE POST
 FH0723'FLUSH WITH GROUND.  NOTE-- RAILROAD STATION HAS BEEN COMPLETELY
 FH0723'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0679 ***********************************************************************
 GK0679  DESIGNATION -  G 14
 GK0679  PID         -  GK0679
 GK0679  STATE/COUNTY-  OK/TEXAS
 GK0679  COUNTRY     -  US
 GK0679  USGS QUAD   -  GOODWELL (2018)
 GK0679
 GK0679                         *CURRENT SURVEY CONTROL
 GK0679  ______________________________________________________________________
 GK0679* NAD 83(1986) POSITION- 36 34 03.     (N) 101 40 19.     (W)   SCALED
 GK0679* NAVD 88 ORTHO HEIGHT -  1016.494 (meters)     3334.95  (feet) ADJUSTED
 GK0679  ______________________________________________________________________
 GK0679  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 GK0679  DYNAMIC HEIGHT  -       1015.409 (meters)     3331.39  (feet) COMP
 GK0679  MODELED GRAVITY -    979,530.1   (mgal)                       NAVD 88
 GK0679
 GK0679  VERT ORDER      -  FIRST     CLASS II
 GK0679
 GK0679.The horizontal coordinates were scaled from a map and have
 GK0679.an estimated accuracy of +/- 6 seconds.
 GK0679
 GK0679.The orthometric height was determined by differential leveling and
 GK0679.adjusted by the NATIONAL GEODETIC SURVEY
 GK0679.in June 1991.
 GK0679
 GK0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0679.GEOID18 height accuracy estimate available here.
 GK0679
 GK0679.Click photographs - Photos may exist for this station.
 GK0679
 GK0679.The dynamic height is computed by dividing the NAVD 88
 GK0679.geopotential number by the normal gravity value computed on the
 GK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0679.degrees latitude (g = 980.6199 gals.).
 GK0679
 GK0679.The modeled gravity was interpolated from observed gravity values.
 GK0679
 GK0679;                    North         East    Units  Estimated Accuracy
 GK0679;SPC OK N     -   180,140.      271,400.      MT  (+/- 180 meters Scaled)
 GK0679
 GK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF608502(NAD 83)
 GK0679
 GK0679                          SUPERSEDED SURVEY CONTROL
 GK0679
 GK0679  NGVD 29 (??/??/92) 1016.018  (m)         3333.39   (f) ADJ UNCH    1 2
 GK0679
 GK0679.Superseded values are not recommended for survey control.
 GK0679
 GK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0679.See file dsdata.pdf to determine how the superseded data were derived.
 GK0679
 GK0679_MARKER: DB = BENCH MARK DISK
 GK0679_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0679_SP_SET: CULVERT HEADWALL
 GK0679_STAMPING: G 14 1933
 GK0679_MARK LOGO: CGS
 GK0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0679+STABILITY: SURFACE MOTION
 GK0679
 GK0679  HISTORY     - Date     Condition        Report By
 GK0679  HISTORY     - 1933     MONUMENTED       CGS
 GK0679
 GK0679                          STATION DESCRIPTION
 GK0679
 GK0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0679'7.3 MI NE FROM TEXHOMA.
 GK0679'7.3 MILES NORTHEAST OF TEXHOMA DEPOT ALONG THE ROCK ISLAND RAILROAD. 2
 GK0679'POLES NORTH EAST OF ROAD CROSSING, OPPOSITE WOODEN CULVERT NO. 4869,
 GK0679'2POLES NORTH EAST OF MILE POST NO. 487.  SET IN CONCRETE HEADWALL OF
 GK0679'HIGHWAY BOX CULVERT, ON THE NORTH EAST END OF THE NORTH WEST HEADWALL,
 GK0679'135 FEET SOUTH EAST OF THE CENTER LINE OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0291 ***********************************************************************
 FH0291  DESIGNATION -  G 140
 FH0291  PID         -  FH0291
 FH0291  STATE/COUNTY-  OK/HASKELL
 FH0291  COUNTRY     -  US
 FH0291  USGS QUAD   -  KEOTA (2018)
 FH0291
 FH0291                         *CURRENT SURVEY CONTROL
 FH0291  ______________________________________________________________________
 FH0291* NAD 83(1986) POSITION- 35 15 11.     (N) 094 55 26.     (W)   SCALED
 FH0291* NAVD 88 ORTHO HEIGHT -   143.588 (meters)      471.09  (feet) ADJUSTED
 FH0291  ______________________________________________________________________
 FH0291  GEOID HEIGHT    -        -30.746 (meters)                     GEOID18
 FH0291  DYNAMIC HEIGHT  -        143.449 (meters)      470.63  (feet) COMP
 FH0291  MODELED GRAVITY -    979,661.8   (mgal)                       NAVD 88
 FH0291
 FH0291  VERT ORDER      -  SECOND    CLASS 0
 FH0291
 FH0291.The horizontal coordinates were scaled from a map and have
 FH0291.an estimated accuracy of +/- 6 seconds.
 FH0291
 FH0291.The orthometric height was determined by differential leveling and
 FH0291.adjusted by the NATIONAL GEODETIC SURVEY
 FH0291.in June 1991.
 FH0291
 FH0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0291.GEOID18 height accuracy estimate available here.
 FH0291
 FH0291.Click photographs - Photos may exist for this station.
 FH0291
 FH0291.The dynamic height is computed by dividing the NAVD 88
 FH0291.geopotential number by the normal gravity value computed on the
 FH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0291.degrees latitude (g = 980.6199 gals.).
 FH0291
 FH0291.The modeled gravity was interpolated from observed gravity values.
 FH0291
 FH0291;                    North         East    Units  Estimated Accuracy
 FH0291;SPC OK S     -   217,220.      879,900.      MT  (+/- 180 meters Scaled)
 FH0291
 FH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV249028(NAD 83)
 FH0291
 FH0291                          SUPERSEDED SURVEY CONTROL
 FH0291
 FH0291  NGVD 29 (??/??/92)  143.487  (m)          470.76   (f) ADJ UNCH    2 0
 FH0291
 FH0291.Superseded values are not recommended for survey control.
 FH0291
 FH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0291.See file dsdata.pdf to determine how the superseded data were derived.
 FH0291
 FH0291_MARKER: DB = BENCH MARK DISK
 FH0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0291_STAMPING: G 140 1934
 FH0291_MARK LOGO: CGS
 FH0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0291+STABILITY: SURFACE MOTION
 FH0291
 FH0291  HISTORY     - Date     Condition        Report By
 FH0291  HISTORY     - 1934     MONUMENTED       CGS
 FH0291  HISTORY     - 1959     GOOD             CGS
 FH0291
 FH0291                          STATION DESCRIPTION
 FH0291
 FH0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0291'AT KEOTA.
 FH0291'AT KEOTA, HASKELL COUNTY, ON THE MIDLAND VALLEY RAILROAD, ABOUT
 FH0291'120 FEET NORTHEAST OF THE EAST END OF THE STATION, 0.1 MILE
 FH0291'EAST OF MILEPOST 41, 90 FEET NORTHWEST OF A SWITCH STAND,
 FH0291'78 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3.8
 FH0291'FEET EAST OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0375 ***********************************************************************
 EL0375  DESIGNATION -  G 142
 EL0375  PID         -  EL0375
 EL0375  STATE/COUNTY-  OK/GARVIN
 EL0375  COUNTRY     -  US
 EL0375  USGS QUAD   -  PAOLI (2018)
 EL0375
 EL0375                         *CURRENT SURVEY CONTROL
 EL0375  ______________________________________________________________________
 EL0375* NAD 83(1986) POSITION- 34 49 44.     (N) 097 15 43.     (W)   SCALED
 EL0375* NAVD 88 ORTHO HEIGHT -   293.234 (meters)      962.05  (feet) ADJUSTED
 EL0375  ______________________________________________________________________
 EL0375  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 EL0375  DYNAMIC HEIGHT  -        292.949 (meters)      961.12  (feet) COMP
 EL0375  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 EL0375
 EL0375  VERT ORDER      -  SECOND    CLASS 0
 EL0375
 EL0375.The horizontal coordinates were scaled from a map and have
 EL0375.an estimated accuracy of +/- 6 seconds.
 EL0375
 EL0375.The orthometric height was determined by differential leveling and
 EL0375.adjusted by the NATIONAL GEODETIC SURVEY
 EL0375.in June 1991.
 EL0375
 EL0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0375.GEOID18 height accuracy estimate available here.
 EL0375
 EL0375.Click photographs - Photos may exist for this station.
 EL0375
 EL0375.The dynamic height is computed by dividing the NAVD 88
 EL0375.geopotential number by the normal gravity value computed on the
 EL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0375.degrees latitude (g = 980.6199 gals.).
 EL0375
 EL0375.The modeled gravity was interpolated from observed gravity values.
 EL0375
 EL0375;                    North         East    Units  Estimated Accuracy
 EL0375;SPC OK S     -   166,140.      667,510.      MT  (+/- 180 meters Scaled)
 EL0375
 EL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD589554(NAD 83)
 EL0375
 EL0375                          SUPERSEDED SURVEY CONTROL
 EL0375
 EL0375  NGVD 29 (??/??/92)  293.153  (m)          961.79   (f) ADJ UNCH    2 0
 EL0375
 EL0375.Superseded values are not recommended for survey control.
 EL0375
 EL0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0375.See file dsdata.pdf to determine how the superseded data were derived.
 EL0375
 EL0375_MARKER: DB = BENCH MARK DISK
 EL0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0375_SP_SET: WALL
 EL0375_STAMPING: G 142 1934
 EL0375_MARK LOGO: CGS
 EL0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0375
 EL0375  HISTORY     - Date     Condition        Report By
 EL0375  HISTORY     - 1934     MONUMENTED       CGS
 EL0375
 EL0375                          STATION DESCRIPTION
 EL0375
 EL0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0375'AT PAOLI.
 EL0375'AT PAOLI, GARVIN COUNTY, AT THE HIGH SCHOOL, IN THE EAST BRICK
 EL0375'WALL OF THE BUILDING, 27.4 FEET SOUTH OF THE NORTHWEST CORNER,
 EL0375'7.6 FEET SOUTHEAST OF THE SOUTH SIDE OF A WINDOW, 7.4 FEET NORTH
 EL0375'OF THE MIDDLE OF THE FRONT ENTRANCE DOOR, AND 4.2 FEET ABOVE THE
 EL0375'GROUND.  A STANDARD DISK STAMPED G 142 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0339 ***********************************************************************
 FJ0339  DESIGNATION -  G 143
 FJ0339  PID         -  FJ0339
 FJ0339  STATE/COUNTY-  OK/CLEVELAND
 FJ0339  COUNTRY     -  US
 FJ0339  USGS QUAD   -  MOORE (2018)
 FJ0339
 FJ0339                         *CURRENT SURVEY CONTROL
 FJ0339  ______________________________________________________________________
 FJ0339* NAD 83(1986) POSITION- 35 16 30.     (N) 097 28 33.     (W)   SCALED
 FJ0339* NAVD 88 ORTHO HEIGHT -   354.582 (meters)     1163.32  (feet) ADJUSTED
 FJ0339  ______________________________________________________________________
 FJ0339  GEOID HEIGHT    -        -26.656 (meters)                     GEOID18
 FJ0339  DYNAMIC HEIGHT  -        354.238 (meters)     1162.20  (feet) COMP
 FJ0339  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 FJ0339
 FJ0339  VERT ORDER      -  SECOND    CLASS 0
 FJ0339
 FJ0339.The horizontal coordinates were scaled from a map and have
 FJ0339.an estimated accuracy of +/- 6 seconds.
 FJ0339
 FJ0339.The orthometric height was determined by differential leveling and
 FJ0339.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0339.in August 1994.
 FJ0339
 FJ0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0339.GEOID18 height accuracy estimate available here.
 FJ0339
 FJ0339.Click photographs - Photos may exist for this station.
 FJ0339
 FJ0339.The dynamic height is computed by dividing the NAVD 88
 FJ0339.geopotential number by the normal gravity value computed on the
 FJ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0339.degrees latitude (g = 980.6199 gals.).
 FJ0339
 FJ0339.The modeled gravity was interpolated from observed gravity values.
 FJ0339
 FJ0339;                    North         East    Units  Estimated Accuracy
 FJ0339;SPC OK S     -   215,510.      647,690.      MT  (+/- 180 meters Scaled)
 FJ0339
 FJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE386046(NAD 83)
 FJ0339
 FJ0339                          SUPERSEDED SURVEY CONTROL
 FJ0339
 FJ0339  NAVD 88 (06/15/91)  354.643  (m)         1163.52   (f) SUPERSEDED  2 0
 FJ0339  NGVD 29 (??/??/92)  354.517  (m)         1163.11   (f) ADJ UNCH    2 0
 FJ0339
 FJ0339.Superseded values are not recommended for survey control.
 FJ0339
 FJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0339.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0339
 FJ0339_MARKER: DB = BENCH MARK DISK
 FJ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0339_STAMPING: G 143 1934
 FJ0339_MARK LOGO: CGS
 FJ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0339+STABILITY: SURFACE MOTION
 FJ0339
 FJ0339  HISTORY     - Date     Condition        Report By
 FJ0339  HISTORY     - 1934     MONUMENTED       CGS
 FJ0339  HISTORY     - 19850206 MARK NOT FOUND   USPSQD
 FJ0339  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0339
 FJ0339                          STATION DESCRIPTION
 FJ0339
 FJ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0339'4.2 MI N FROM NORMAN.
 FJ0339'4.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0339'FROM THE STATION AT NORMAN, 0.4 MILE NORTH OF MILEPOST 398, 475
 FJ0339'FEET SOUTH OF A ROAD CROSSING, 135 FEET EAST OF THE SOUTHEAST
 FJ0339'CORNER OF A SCHOOL BUILDING, 101.2 FEET SOUTHWEST OF THE CENTERLINE
 FJ0339'OF THE TRACK, 52.4 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 FJ0339'SCHOOLYARD, AND 2.1 FEET SOUTHWEST OF THE YARD FENCE PARALLELING
 FJ0339'THE TRACK.  A STANDARD DISK, STAMPED G 143 1934 AND SET IN THE
 FJ0339'TOP OF A CONCRETE POST.
 FJ0339
 FJ0339                          STATION RECOVERY (1985)
 FJ0339
 FJ0339'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0339'MARK NOT FOUND.
 FJ0339
 FJ0339                          STATION RECOVERY (1994)
 FJ0339
 FJ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0288 ***********************************************************************
 FJ0288  DESIGNATION -  G 144
 FJ0288  PID         -  FJ0288
 FJ0288  STATE/COUNTY-  OK/LOGAN
 FJ0288  COUNTRY     -  US
 FJ0288  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0288
 FJ0288                         *CURRENT SURVEY CONTROL
 FJ0288  ______________________________________________________________________
 FJ0288* NAD 83(1986) POSITION- 35 49 01.     (N) 097 27 42.     (W)   SCALED
 FJ0288* NAVD 88 ORTHO HEIGHT -   294.771 (meters)      967.09  (feet) ADJUSTED
 FJ0288  ______________________________________________________________________
 FJ0288  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 FJ0288  DYNAMIC HEIGHT  -        294.499 (meters)      966.20  (feet) COMP
 FJ0288  MODELED GRAVITY -    979,701.3   (mgal)                       NAVD 88
 FJ0288
 FJ0288  VERT ORDER      -  SECOND    CLASS 0
 FJ0288
 FJ0288.The horizontal coordinates were scaled from a map and have
 FJ0288.an estimated accuracy of +/- 6 seconds.
 FJ0288
 FJ0288.The orthometric height was determined by differential leveling and
 FJ0288.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0288.in June 1991.
 FJ0288
 FJ0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0288.GEOID18 height accuracy estimate available here.
 FJ0288
 FJ0288.Click photographs - Photos may exist for this station.
 FJ0288
 FJ0288.The dynamic height is computed by dividing the NAVD 88
 FJ0288.geopotential number by the normal gravity value computed on the
 FJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0288.degrees latitude (g = 980.6199 gals.).
 FJ0288
 FJ0288.The modeled gravity was interpolated from observed gravity values.
 FJ0288
 FJ0288;                    North         East    Units  Estimated Accuracy
 FJ0288;SPC OK N     -    90,780.      648,650.      MT  (+/- 180 meters Scaled)
 FJ0288
 FJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE389647(NAD 83)
 FJ0288
 FJ0288                          SUPERSEDED SURVEY CONTROL
 FJ0288
 FJ0288  NGVD 29 (??/??/92)  294.640  (m)          966.66   (f) ADJ UNCH    2 0
 FJ0288
 FJ0288.Superseded values are not recommended for survey control.
 FJ0288
 FJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0288.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0288
 FJ0288_MARKER: DB = BENCH MARK DISK
 FJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0288_STAMPING: G 144 1934
 FJ0288_MARK LOGO: CGS
 FJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0288+STABILITY: SURFACE MOTION
 FJ0288
 FJ0288  HISTORY     - Date     Condition        Report By
 FJ0288  HISTORY     - 1934     MONUMENTED       CGS
 FJ0288  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0288
 FJ0288                          STATION DESCRIPTION
 FJ0288
 FJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0288'5.1 MI S FROM GUTHRIE.
 FJ0288'5.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0288'FROM THE STATION AT GUTHRIE, 0.2 MILE NORTHEAST OF MILEPOST
 FJ0288'358, 350 FEET NORTHEAST OF TRESTLE 357 E, 108.5 FEET SOUTHEAST OF
 FJ0288'THE CENTER OF A FARM-ROAD CROSSING, 56 FEET SOUTHWEST OF A POLE,
 FJ0288'18 FEET NORTHEAST OF THE NORTHEAST END OF AN IRON GATE, AND 1.7
 FJ0288'FEET SOUTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 FJ0288'DISK, STAMPED G 144 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0288
 FJ0288                          STATION RECOVERY (1968)
 FJ0288
 FJ0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0348 ***********************************************************************
 GH0348  DESIGNATION -  G 145
 GH0348  PID         -  GH0348
 GH0348  STATE/COUNTY-  OK/NOBLE
 GH0348  COUNTRY     -  US
 GH0348  USGS QUAD   -  PERRY (2018)
 GH0348
 GH0348                         *CURRENT SURVEY CONTROL
 GH0348  ______________________________________________________________________
 GH0348* NAD 83(1986) POSITION- 36 17 13.4    (N) 097 16 58.3    (W)   HD_HELD2
 GH0348* NAVD 88 ORTHO HEIGHT -   305.459 (meters)     1002.16  (feet) ADJUSTED
 GH0348  ______________________________________________________________________
 GH0348  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 GH0348  DYNAMIC HEIGHT  -        305.185 (meters)     1001.26  (feet) COMP
 GH0348  MODELED GRAVITY -    979,729.8   (mgal)                       NAVD 88
 GH0348
 GH0348  VERT ORDER      -  SECOND    CLASS 0
 GH0348
 GH0348.The horizontal coordinates were established by autonomous hand held GPS
 GH0348.observations and have an estimated accuracy of +/- 10 meters.
 GH0348
 GH0348.The orthometric height was determined by differential leveling and
 GH0348.adjusted by the NATIONAL GEODETIC SURVEY
 GH0348.in June 1991.
 GH0348
 GH0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0348.GEOID18 height accuracy estimate available here.
 GH0348
 GH0348.Click photographs - Photos may exist for this station.
 GH0348
 GH0348.The dynamic height is computed by dividing the NAVD 88
 GH0348.geopotential number by the normal gravity value computed on the
 GH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0348.degrees latitude (g = 980.6199 gals.).
 GH0348
 GH0348.The modeled gravity was interpolated from observed gravity values.
 GH0348
 GH0348;                    North         East    Units  Estimated Accuracy
 GH0348;SPC OK N     -   143,041.      664,421.      MT  (+/- 10 meters HH2 GPS)
 GH0348
 GH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5420517155(NAD 83)
 GH0348
 GH0348                          SUPERSEDED SURVEY CONTROL
 GH0348
 GH0348  NGVD 29 (??/??/92)  305.323  (m)         1001.71   (f) ADJ UNCH    2 0
 GH0348
 GH0348.Superseded values are not recommended for survey control.
 GH0348
 GH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0348.See file dsdata.pdf to determine how the superseded data were derived.
 GH0348
 GH0348_MARKER: DB = BENCH MARK DISK
 GH0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0348_SP_SET: BUILDING
 GH0348_STAMPING: G 145 1934
 GH0348_MARK LOGO: CGS
 GH0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0348+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2014
 GH0348
 GH0348  HISTORY     - Date     Condition        Report By
 GH0348  HISTORY     - 1934     MONUMENTED       CGS
 GH0348  HISTORY     - 1988     GOOD             USPSQD
 GH0348  HISTORY     - 20080529 GOOD             GEOCAC
 GH0348  HISTORY     - 20130315 GOOD             GEOCAC
 GH0348  HISTORY     - 20140412 GOOD             GEOCAC
 GH0348
 GH0348                          STATION DESCRIPTION
 GH0348
 GH0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0348'AT PERRY.
 GH0348'AT PERRY, NOBLE COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 GH0348'RAILWAY STATION, IN THE BRICK WALL, 9.3 FEET NORTH OF THE MIDDLE
 GH0348'OF THE EAST ENTRANCE DOOR TO THE WHITE WAITING ROOM, 1.5 FEET
 GH0348'NORTH OF THE SOUTHEAST CORNER OF THE TICKET OFFICE, AND 4.6 FEET
 GH0348'ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 145 1934 AND SET
 GH0348'VERTICALLY.
 GH0348
 GH0348                          STATION RECOVERY (1988)
 GH0348
 GH0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0348'RECOVERED IN GOOD CONDITION.
 GH0348
 GH0348                          STATION RECOVERY (2008)
 GH0348
 GH0348'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 GH0348'RECOVERED IN GOOD CONDITION.
 GH0348
 GH0348                          STATION RECOVERY (2013)
 GH0348
 GH0348'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 GH0348'RECOVERED IN GOOD CONDITION.
 GH0348
 GH0348                          STATION RECOVERY (2014)
 GH0348
 GH0348'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0169 ***********************************************************************
 GH0169  DESIGNATION -  G 146
 GH0169  PID         -  GH0169
 GH0169  STATE/COUNTY-  OK/PAYNE
 GH0169  COUNTRY     -  US
 GH0169  USGS QUAD   -  TWIN MOUNDS (2018)
 GH0169
 GH0169                         *CURRENT SURVEY CONTROL
 GH0169  ______________________________________________________________________
 GH0169* NAD 83(1986) POSITION- 36 00 00.     (N) 096 48 42.     (W)   SCALED
 GH0169* NAVD 88 ORTHO HEIGHT -   260.635 (meters)      855.10  (feet) ADJUSTED
 GH0169  ______________________________________________________________________
 GH0169  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 GH0169  DYNAMIC HEIGHT  -        260.400 (meters)      854.33  (feet) COMP
 GH0169  MODELED GRAVITY -    979,727.0   (mgal)                       NAVD 88
 GH0169
 GH0169  VERT ORDER      -  SECOND    CLASS 0
 GH0169
 GH0169.The horizontal coordinates were scaled from a map and have
 GH0169.an estimated accuracy of +/- 6 seconds.
 GH0169
 GH0169.The orthometric height was determined by differential leveling and
 GH0169.adjusted by the NATIONAL GEODETIC SURVEY
 GH0169.in June 1991.
 GH0169
 GH0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0169.GEOID18 height accuracy estimate available here.
 GH0169
 GH0169.Click photographs - Photos may exist for this station.
 GH0169
 GH0169.The dynamic height is computed by dividing the NAVD 88
 GH0169.geopotential number by the normal gravity value computed on the
 GH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0169.degrees latitude (g = 980.6199 gals.).
 GH0169
 GH0169.The modeled gravity was interpolated from observed gravity values.
 GH0169
 GH0169;                    North         East    Units  Estimated Accuracy
 GH0169;SPC OK N     -   111,610.      707,140.      MT  (+/- 180 meters Scaled)
 GH0169
 GH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE972861(NAD 83)
 GH0169
 GH0169                          SUPERSEDED SURVEY CONTROL
 GH0169
 GH0169  NGVD 29 (??/??/92)  260.530  (m)          854.76   (f) ADJ UNCH    2 0
 GH0169
 GH0169.Superseded values are not recommended for survey control.
 GH0169
 GH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0169.See file dsdata.pdf to determine how the superseded data were derived.
 GH0169
 GH0169_MARKER: DB = BENCH MARK DISK
 GH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0169_STAMPING: C 146 1934
 GH0169_MARK LOGO: CGS
 GH0169_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0169+STABILITY: SURFACE MOTION
 GH0169
 GH0169  HISTORY     - Date     Condition        Report By
 GH0169  HISTORY     - 1934     MONUMENTED       CGS
 GH0169  HISTORY     - 1975     GOOD             USGS
 GH0169  HISTORY     - 20191211 MARK NOT FOUND   MCA
 GH0169
 GH0169                          STATION DESCRIPTION
 GH0169
 GH0169'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 GH0169'4.4 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 GH0169'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT CUSHING, PAYNE
 GH0169'COUNTY, T.18N., R.5E., NEAR QUARTER CORNER BETWEEN SECTIONS
 GH0169'30 AND 31, ABOUT 225 FT NORTHEAST OF A LARGE HOUSE, 47.4 FT
 GH0169'SOUTHWEST OF THE CENTER OF THE COUNTY ROAD CROSSING, 33.2
 GH0169'FT SOUTH OF THE CENTERLINE OF THE ROAD, AT A FENCE CORNER,
 GH0169'AND 1.5 FT EAST OF THE FENCE PARALLELING THE ROADBED, IN TOP
 GH0169'OF CONCRETE POST PROJECTING 6-IN. ABOVE GROUND, STANDARD DISK
 GH0169'STAMPED G146 1934
 GH0169
 GH0169                          STATION RECOVERY (2019)
 GH0169
 GH0169'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0380 ***********************************************************************
 FJ0380  DESIGNATION -  G 147
 FJ0380  PID         -  FJ0380
 FJ0380  STATE/COUNTY-  OK/OKLAHOMA
 FJ0380  COUNTRY     -  US
 FJ0380  USGS QUAD   -  CHOCTAW (2018)
 FJ0380
 FJ0380                         *CURRENT SURVEY CONTROL
 FJ0380  ______________________________________________________________________
 FJ0380* NAD 83(1986) POSITION- 35 26 08.     (N) 097 18 06.     (W)   SCALED
 FJ0380* NAVD 88 ORTHO HEIGHT -   386.212 (meters)     1267.10  (feet) ADJUSTED
 FJ0380  ______________________________________________________________________
 FJ0380  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 FJ0380  DYNAMIC HEIGHT  -        385.844 (meters)     1265.89  (feet) COMP
 FJ0380  MODELED GRAVITY -    979,668.1   (mgal)                       NAVD 88
 FJ0380
 FJ0380  VERT ORDER      -  SECOND    CLASS 0
 FJ0380
 FJ0380.The horizontal coordinates were scaled from a map and have
 FJ0380.an estimated accuracy of +/- 6 seconds.
 FJ0380
 FJ0380.The orthometric height was determined by differential leveling and
 FJ0380.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0380.in August 1994.
 FJ0380
 FJ0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0380.GEOID18 height accuracy estimate available here.
 FJ0380
 FJ0380.Click photographs - Photos may exist for this station.
 FJ0380
 FJ0380.The dynamic height is computed by dividing the NAVD 88
 FJ0380.geopotential number by the normal gravity value computed on the
 FJ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0380.degrees latitude (g = 980.6199 gals.).
 FJ0380
 FJ0380.The modeled gravity was interpolated from observed gravity values.
 FJ0380
 FJ0380;                    North         East    Units  Estimated Accuracy
 FJ0380;SPC OK N     -    48,560.      663,410.      MT  (+/- 180 meters Scaled)
 FJ0380
 FJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE541226(NAD 83)
 FJ0380
 FJ0380                          SUPERSEDED SURVEY CONTROL
 FJ0380
 FJ0380  NAVD 88 (06/15/91)  386.267  (m)         1267.28   (f) SUPERSEDED  2 0
 FJ0380  NGVD 29 (??/??/92)  386.129  (m)         1266.82   (f) ADJ UNCH    2 0
 FJ0380
 FJ0380.Superseded values are not recommended for survey control.
 FJ0380
 FJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0380.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0380
 FJ0380_MARKER: DB = BENCH MARK DISK
 FJ0380_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0380_STAMPING: G 147 1934
 FJ0380_MARK LOGO: CGS
 FJ0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0380
 FJ0380  HISTORY     - Date     Condition        Report By
 FJ0380  HISTORY     - 1934     MONUMENTED       CGS
 FJ0380  HISTORY     - 20200916 MARK NOT FOUND   OKDOT
 FJ0380
 FJ0380                          STATION DESCRIPTION
 FJ0380
 FJ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0380'3.0 MI E FROM MARION.
 FJ0380'3.0 MILES EAST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM
 FJ0380'THE STATION SIGN AT MARION, OKLAHOMA COUNTY, 2.1 MILES WEST
 FJ0380'OF THE STATION SIGN AT WOODS, 0.1 MILE EAST OF MILEPOST 12, 200
 FJ0380'FEET NORTH OF THE CENTERLINE OF A PAVED COUNTY ROAD LEADING
 FJ0380'TO U.S. HIGHWAY 62, 150 FEET SOUTH OF THE JIM GOVE FARMHOUSE,
 FJ0380'55 FEET NORTHWEST OF THE CENTER OF A FARM-ROAD CROSSING, 47.2
 FJ0380'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 36.1 FEET NORTHEAST
 FJ0380'OF A POLE.  A STANDARD DISK, STAMPED G 147 1934 AND SET IN
 FJ0380'THE TOP OF A CONCRETE POST.
 FJ0380
 FJ0380                          STATION RECOVERY (2020)
 FJ0380
 FJ0380'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0108 ***********************************************************************
 FJ0108  DESIGNATION -  G 149
 FJ0108  PID         -  FJ0108
 FJ0108  STATE/COUNTY-  OK/SEMINOLE
 FJ0108  COUNTRY     -  US
 FJ0108  USGS QUAD   -  SEMINOLE (2018)
 FJ0108
 FJ0108                         *CURRENT SURVEY CONTROL
 FJ0108  ______________________________________________________________________
 FJ0108* NAD 83(1986) POSITION- 35 13 21.1    (N) 096 40 07.3    (W)   HD_HELD2
 FJ0108* NAVD 88 ORTHO HEIGHT -   265.342 (meters)      870.54  (feet) ADJUSTED
 FJ0108  ______________________________________________________________________
 FJ0108  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 FJ0108  DYNAMIC HEIGHT  -        265.088 (meters)      869.71  (feet) COMP
 FJ0108  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 FJ0108
 FJ0108  VERT ORDER      -  SECOND    CLASS 0
 FJ0108
 FJ0108.The horizontal coordinates were established by autonomous hand held GPS
 FJ0108.observations and have an estimated accuracy of +/- 10 meters.
 FJ0108
 FJ0108.The orthometric height was determined by differential leveling and
 FJ0108.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0108.in June 1991.
 FJ0108
 FJ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0108.GEOID18 height accuracy estimate available here.
 FJ0108
 FJ0108.Click photographs - Photos may exist for this station.
 FJ0108
 FJ0108.The dynamic height is computed by dividing the NAVD 88
 FJ0108.geopotential number by the normal gravity value computed on the
 FJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0108.degrees latitude (g = 980.6199 gals.).
 FJ0108
 FJ0108.The modeled gravity was interpolated from observed gravity values.
 FJ0108
 FJ0108;                    North         East    Units  Estimated Accuracy
 FJ0108;SPC OK S     -   210,362.      721,199.      MT  (+/- 10 meters HH2 GPS)
 FJ0108
 FJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1217700211(NAD 83)
 FJ0108
 FJ0108                          SUPERSEDED SURVEY CONTROL
 FJ0108
 FJ0108  NGVD 29 (??/??/92)  265.245  (m)          870.22   (f) ADJ UNCH    2 0
 FJ0108
 FJ0108.Superseded values are not recommended for survey control.
 FJ0108
 FJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0108.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0108
 FJ0108_MARKER: DB = BENCH MARK DISK
 FJ0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0108_SP_SET: BUILDING
 FJ0108_STAMPING: G 149 1934
 FJ0108_MARK LOGO: CGS
 FJ0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0108+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 FJ0108
 FJ0108  HISTORY     - Date     Condition        Report By
 FJ0108  HISTORY     - 1934     MONUMENTED       CGS
 FJ0108  HISTORY     - 1988     GOOD             USPSQD
 FJ0108  HISTORY     - 1988     GOOD             USPSQD
 FJ0108  HISTORY     - 20220912 GOOD             OKDOT
 FJ0108
 FJ0108                          STATION DESCRIPTION
 FJ0108
 FJ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0108'AT SEMINOLE.
 FJ0108'AT SEMINOLE, SEMINOLE COUNTY, AT THE CHICAGO, ROCK ISLAND AND
 FJ0108'PACIFIC RAILWAY STATION, IN THE FACE OF THE SOUTH WALL, 5.5
 FJ0108'FEET EAST OF THE SOUTHWEST CORNER, 9.1 FEET WEST OF THE MIDDLE
 FJ0108'OF THE DOOR TO THE BAGGAGE ROOM, AND 4 FEET HIGHER THAN THE
 FJ0108'CONCRETE PLATFORM.  A STANDARD DISK, STAMPED G 149 1934.
 FJ0108
 FJ0108                          STATION RECOVERY (1988)
 FJ0108
 FJ0108'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0108'RECOVERED IN GOOD CONDITION.
 FJ0108
 FJ0108                          STATION RECOVERY (1988)
 FJ0108
 FJ0108'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ0108'RECOVERED IN GOOD CONDITION.
 FJ0108
 FJ0108                          STATION RECOVERY (2022)
 FJ0108
 FJ0108'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0108'MARK FOUND IN GOOD CONDITION IN SIDE OF BRICK WALL APPROXIMATELY 3 FT
 FJ0108'(0.9 M) ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0039 ***********************************************************************
 DN0039  DESIGNATION -  G 15
 DN0039  PID         -  DN0039
 DN0039  STATE/COUNTY-  OK/BRYAN
 DN0039  COUNTRY     -  US
 DN0039  USGS QUAD   -  ROBERTA (2018)
 DN0039
 DN0039                         *CURRENT SURVEY CONTROL
 DN0039  ______________________________________________________________________
 DN0039* NAD 83(1986) POSITION- 33 59 20.     (N) 096 22 21.     (W)   SCALED
 DN0039* NAVD 88 ORTHO HEIGHT -   196.085 (meters)      643.32  (feet) ADJUSTED
 DN0039  ______________________________________________________________________
 DN0039  GEOID HEIGHT    -        -26.546 (meters)                     GEOID18
 DN0039  DYNAMIC HEIGHT  -        195.882 (meters)      642.66  (feet) COMP
 DN0039  MODELED GRAVITY -    979,595.7   (mgal)                       NAVD 88
 DN0039
 DN0039  VERT ORDER      -  FIRST     CLASS II
 DN0039
 DN0039.The horizontal coordinates were scaled from a map and have
 DN0039.an estimated accuracy of +/- 6 seconds.
 DN0039
 DN0039.The orthometric height was determined by differential leveling and
 DN0039.adjusted by the NATIONAL GEODETIC SURVEY
 DN0039.in June 1991.
 DN0039
 DN0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0039.GEOID18 height accuracy estimate available here.
 DN0039
 DN0039.Click photographs - Photos may exist for this station.
 DN0039
 DN0039.The dynamic height is computed by dividing the NAVD 88
 DN0039.geopotential number by the normal gravity value computed on the
 DN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0039.degrees latitude (g = 980.6199 gals.).
 DN0039
 DN0039.The modeled gravity was interpolated from observed gravity values.
 DN0039
 DN0039;                    North         East    Units  Estimated Accuracy
 DN0039;SPC OK S     -    73,930.      750,370.      MT  (+/- 180 meters Scaled)
 DN0039
 DN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC427640(NAD 83)
 DN0039
 DN0039                          SUPERSEDED SURVEY CONTROL
 DN0039
 DN0039  NGVD 29 (??/??/92)  196.017  (m)          643.10   (f) ADJ UNCH    1 2
 DN0039
 DN0039.Superseded values are not recommended for survey control.
 DN0039
 DN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0039.See file dsdata.pdf to determine how the superseded data were derived.
 DN0039
 DN0039_MARKER: DB = BENCH MARK DISK
 DN0039_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN0039_SP_SET: FOUNDATION WALL
 DN0039_STAMPING: G 15 1933 643.099
 DN0039_MARK LOGO: CGS
 DN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0039+STABILITY: SURFACE MOTION
 DN0039
 DN0039  HISTORY     - Date     Condition        Report By
 DN0039  HISTORY     - 1933     MONUMENTED       CGS
 DN0039  HISTORY     - 1934     GOOD             CGS
 DN0039  HISTORY     - 1986     GOOD             NGS
 DN0039  HISTORY     - 19900731 MARK NOT FOUND   LOCENG
 DN0039
 DN0039                          STATION DESCRIPTION
 DN0039
 DN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0039'IN DURANT.
 DN0039'AT DURANT, ON THE MISSOURI-KANSAS-TEXAS RAILROAD, AT THE CROSSING OF
 DN0039'THE ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 100 FEET SOUTHEAST OF THE
 DN0039'STATION, IN THE WEST SIDE OF A CONCRETE SWITCH TOWER, 1 FOOT FROM THE
 DN0039'SOUTHWEST CORNER, AND ABOUT 5 FEET ABOVE THE GROUND A STANDARD DISK
 DN0039'AND SET VERTICALLY.
 DN0039
 DN0039                          STATION RECOVERY (1986)
 DN0039
 DN0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0039'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DURANT,
 DN0039'AT THE INTERSECTION OF NORTH MALONE DRIVE AND THE BURLINGTON NORTHERN
 DN0039'RAILROAD, SET VERTICALLY IN THE WEST CONCRETE FOUNDATION WALL OF A
 DN0039'ABANDONED SWITCH TOWER, 21.6 M (70.9 FT) EAST OF THE SOUTHEAST CORNER
 DN0039'OF THE RAILROAD STATION, 21.2 M (69.6 FT) EAST OF THE CENTER OF THE
 DN0039'DRIVE, 7.9 M (25.9 FT) EAST OF THE NEAR RAIL OF THE MISSOURI KANSAS
 DN0039'TEXAS RAILROAD, 5.8 M (19.0 FT) NORTH OF THE NEAR RAIL, AND 0.4 M
 DN0039'(1.3 FT) NORTH OF THE SOUTHWEST CORNER THE TOWER.
 DN0039'THE MARK IS 1.5 M ABOVE THE GROUND.
 DN0039
 DN0039                          STATION RECOVERY (1990)
 DN0039
 DN0039'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 DN0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0250 ***********************************************************************
 GK0250  DESIGNATION -  G 15
 GK0250  PID         -  GK0250
 GK0250  STATE/COUNTY-  OK/TEXAS
 GK0250  COUNTRY     -  US
 GK0250  USGS QUAD   -  HOOKER (2018)
 GK0250
 GK0250                         *CURRENT SURVEY CONTROL
 GK0250  ______________________________________________________________________
 GK0250* NAD 83(1986) POSITION- 36 51 29.     (N) 101 12 48.     (W)   SCALED
 GK0250* NAVD 88 ORTHO HEIGHT -   910.055 (meters)     2985.74  (feet) ADJUSTED
 GK0250  ______________________________________________________________________
 GK0250  GEOID HEIGHT    -        -26.675 (meters)                     GEOID18
 GK0250  DYNAMIC HEIGHT  -        909.136 (meters)     2982.72  (feet) COMP
 GK0250  MODELED GRAVITY -    979,591.3   (mgal)                       NAVD 88
 GK0250
 GK0250  VERT ORDER      -  FIRST     CLASS II
 GK0250
 GK0250.The horizontal coordinates were scaled from a map and have
 GK0250.an estimated accuracy of +/- 6 seconds.
 GK0250
 GK0250.The orthometric height was determined by differential leveling and
 GK0250.adjusted by the NATIONAL GEODETIC SURVEY
 GK0250.in June 1991.
 GK0250
 GK0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0250.GEOID18 height accuracy estimate available here.
 GK0250
 GK0250.Click photographs - Photos may exist for this station.
 GK0250
 GK0250.The dynamic height is computed by dividing the NAVD 88
 GK0250.geopotential number by the normal gravity value computed on the
 GK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0250.degrees latitude (g = 980.6199 gals.).
 GK0250
 GK0250.The modeled gravity was interpolated from observed gravity values.
 GK0250
 GK0250;                    North         East    Units  Estimated Accuracy
 GK0250;SPC OK N     -   210,910.      313,490.      MT  (+/- 180 meters Scaled)
 GK0250
 GK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF026814(NAD 83)
 GK0250
 GK0250                          SUPERSEDED SURVEY CONTROL
 GK0250
 GK0250  NGVD 29 (??/??/92)  909.639  (m)         2984.37   (f) ADJ UNCH    1 2
 GK0250
 GK0250.Superseded values are not recommended for survey control.
 GK0250
 GK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0250.See file dsdata.pdf to determine how the superseded data were derived.
 GK0250
 GK0250_MARKER: DB = BENCH MARK DISK
 GK0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0250_SP_SET: FOUNDATION
 GK0250_STAMPING: G 15 1933
 GK0250_MARK LOGO: CGS
 GK0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0250
 GK0250  HISTORY     - Date     Condition        Report By
 GK0250  HISTORY     - 1933     MONUMENTED       CGS
 GK0250  HISTORY     - 1968     GOOD             CGS
 GK0250
 GK0250                          STATION DESCRIPTION
 GK0250
 GK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0250'IN HOOKER.
 GK0250'AT THE CITY WATER WORKS IN HOOKER.  20 1/2 POLES SOUTH WEST OF MILE
 GK0250'POLE NO. 454.  SET IN SOUTH CONCRETE BLOCK FOUNDATION OF CITY WATER
 GK0250'TANK.
 GK0250
 GK0250                          STATION RECOVERY (1968)
 GK0250
 GK0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GK0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AA4644 ***********************************************************************
 AA4644  DESIGNATION -  G 15 RESET
 AA4644  PID         -  AA4644
 AA4644  STATE/COUNTY-  OK/BRYAN
 AA4644  COUNTRY     -  US
 AA4644  USGS QUAD   -  DURANT SOUTH (2018)
 AA4644
 AA4644                         *CURRENT SURVEY CONTROL
 AA4644  ______________________________________________________________________
 AA4644* NAD 83(1986) POSITION- 33 59 19.5    (N) 096 22 29.1    (W)   HD_HELD2
 AA4644* NAVD 88 ORTHO HEIGHT -   194.14  (+/-2cm)      636.9   (feet) VERTCON3
 AA4644  ______________________________________________________________________
 AA4644  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 AA4644  VERT ORDER      -  THIRD (See Below)
 AA4644
 AA4644.The horizontal coordinates were established by autonomous hand held GPS
 AA4644.observations and have an estimated accuracy of +/- 10 meters.
 AA4644
 AA4644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4644
 AA4644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4644.GEOID18 height accuracy estimate available here.
 AA4644
 AA4644.The vertical order pertains to the NGVD 29 superseded value.
 AA4644
 AA4644.Click photographs - Photos may exist for this station.
 AA4644
 AA4644;                    North         East    Units  Estimated Accuracy
 AA4644;SPC OK S     -    73,910.      750,160.      MT  (+/- 10 meters HH2 GPS)
 AA4644
 AA4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4250064015(NAD 83)
 AA4644
 AA4644                          SUPERSEDED SURVEY CONTROL
 AA4644
 AA4644  NGVD 29 (05/21/03)  194.07   (m)          636.7    (f) RESET       3  
 AA4644
 AA4644.Superseded values are not recommended for survey control.
 AA4644
 AA4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4644.See file dsdata.pdf to determine how the superseded data were derived.
 AA4644
 AA4644_MARKER: DV = VERTICAL CONTROL DISK
 AA4644_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4644+WITH SETTING: PAVEMENT
 AA4644_SP_SET: RADIO TOWER BASE
 AA4644_STAMPING: G 15 RESET 1990
 AA4644_MARK LOGO: NGS
 AA4644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4644+STABILITY: SURFACE MOTION
 AA4644
 AA4644  HISTORY     - Date     Condition        Report By
 AA4644  HISTORY     - 1990     MONUMENTED       LOCENG
 AA4644
 AA4644                          STATION DESCRIPTION
 AA4644
 AA4644'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (MLH)
 AA4644'IN DURRANT, AT THE SOUTHEAST CORNER OF EAST MALONE STREET AND KIAMICHI
 AA4644'RAILROAD TRACK, IN THE TOP OF THE NORTH CONCRETE LEG SUPPORT OF A
 AA4644'THREE-LEGGED FREE STANDING RADIO TOWER, 180 FEET (54.9 M)
 AA4644'EAST-SOUTHEAST OF OLD BENCH MARK, 220 FEET (67.1 M) EAST-SOUTHEAST OF
 AA4644'CENTERLINE OF UNION PACIFIC MAIN LINE AND CENTERLINE OF KIAMICHI
 AA4644'RAILROAD MAINLINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0294 ***********************************************************************
 EL0294  DESIGNATION -  G 150
 EL0294  PID         -  EL0294
 EL0294  STATE/COUNTY-  OK/PONTOTOC
 EL0294  COUNTRY     -  US
 EL0294  USGS QUAD   -  ADA (2018)
 EL0294
 EL0294                         *CURRENT SURVEY CONTROL
 EL0294  ______________________________________________________________________
 EL0294* NAD 83(1986) POSITION- 34 46 45.     (N) 096 40 26.     (W)   SCALED
 EL0294* NAVD 88 ORTHO HEIGHT -   301.517 (meters)      989.23  (feet) ADJUSTED
 EL0294  ______________________________________________________________________
 EL0294  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 EL0294  DYNAMIC HEIGHT  -        301.221 (meters)      988.26  (feet) COMP
 EL0294  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 EL0294
 EL0294  VERT ORDER      -  SECOND    CLASS 0
 EL0294
 EL0294.The horizontal coordinates were scaled from a map and have
 EL0294.an estimated accuracy of +/- 6 seconds.
 EL0294
 EL0294.The orthometric height was determined by differential leveling and
 EL0294.adjusted by the NATIONAL GEODETIC SURVEY
 EL0294.in June 1991.
 EL0294
 EL0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0294.GEOID18 height accuracy estimate available here.
 EL0294
 EL0294.Click photographs - Photos may exist for this station.
 EL0294
 EL0294.The dynamic height is computed by dividing the NAVD 88
 EL0294.geopotential number by the normal gravity value computed on the
 EL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0294.degrees latitude (g = 980.6199 gals.).
 EL0294
 EL0294.The modeled gravity was interpolated from observed gravity values.
 EL0294
 EL0294;                    North         East    Units  Estimated Accuracy
 EL0294;SPC OK S     -   161,180.      721,370.      MT  (+/- 180 meters Scaled)
 EL0294
 EL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD128510(NAD 83)
 EL0294
 EL0294                          SUPERSEDED SURVEY CONTROL
 EL0294
 EL0294  NGVD 29 (??/??/92)  301.419  (m)          988.91   (f) ADJ UNCH    2 0
 EL0294
 EL0294.Superseded values are not recommended for survey control.
 EL0294
 EL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0294.See file dsdata.pdf to determine how the superseded data were derived.
 EL0294
 EL0294_MARKER: DB = BENCH MARK DISK
 EL0294_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0294_STAMPING: G 150 1934
 EL0294_MARK LOGO: CGS
 EL0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0294
 EL0294  HISTORY     - Date     Condition        Report By
 EL0294  HISTORY     - 1934     MONUMENTED       CGS
 EL0294  HISTORY     - 1950     MARK NOT FOUND   USGS
 EL0294
 EL0294                          STATION DESCRIPTION
 EL0294
 EL0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0294'0.6 MI N FROM ADA.
 EL0294'0.6 MILE NORTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION.
 EL0294'ABOUT 130 FEET WEST OF RAILROAD SIGNAL HOUSE, 99.1 FEET NORTHWEST
 EL0294'OF CENTERLINE OF O.C.A.A.RY. AND FRISCO RY., 98 FEET WEST OF
 EL0294'CENTERLINE OF O.C.A.RY, 47.4 FEET NORTH OF CENTERLINE OF ST. LOUIS
 EL0294'AND SAN FRANCISCO RY. TRACK, 11.9 FEET SOUTHEAST OF TREE.  TABLET
 EL0294'SET IN PRECAST CONCRETE POST.
 EL0294
 EL0294                          STATION RECOVERY (1950)
 EL0294
 EL0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 EL0294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0098 ***********************************************************************
 EM0098  DESIGNATION -  G 151
 EM0098  PID         -  EM0098
 EM0098  STATE/COUNTY-  OK/TILLMAN
 EM0098  COUNTRY     -  US
 EM0098  USGS QUAD   -  HOLLISTER (2018)
 EM0098
 EM0098                         *CURRENT SURVEY CONTROL
 EM0098  ______________________________________________________________________
 EM0098* NAD 83(1986) POSITION- 34 20 07.     (N) 098 50 10.     (W)   SCALED
 EM0098* NAVD 88 ORTHO HEIGHT -   333.724 (meters)     1094.89  (feet) ADJUSTED
 EM0098  ______________________________________________________________________
 EM0098  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 EM0098  DYNAMIC HEIGHT  -        333.364 (meters)     1093.71  (feet) COMP
 EM0098  MODELED GRAVITY -    979,546.9   (mgal)                       NAVD 88
 EM0098
 EM0098  VERT ORDER      -  SECOND    CLASS 0
 EM0098
 EM0098.The horizontal coordinates were scaled from a map and have
 EM0098.an estimated accuracy of +/- 6 seconds.
 EM0098
 EM0098.The orthometric height was determined by differential leveling and
 EM0098.adjusted by the NATIONAL GEODETIC SURVEY
 EM0098.in June 1991.
 EM0098
 EM0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0098.GEOID18 height accuracy estimate available here.
 EM0098
 EM0098.Click photographs - Photos may exist for this station.
 EM0098
 EM0098.The dynamic height is computed by dividing the NAVD 88
 EM0098.geopotential number by the normal gravity value computed on the
 EM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0098.degrees latitude (g = 980.6199 gals.).
 EM0098
 EM0098.The modeled gravity was interpolated from observed gravity values.
 EM0098
 EM0098;                    North         East    Units  Estimated Accuracy
 EM0098;SPC OK S     -   111,460.      523,070.      MT  (+/- 180 meters Scaled)
 EM0098
 EM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC150993(NAD 83)
 EM0098
 EM0098                          SUPERSEDED SURVEY CONTROL
 EM0098
 EM0098  NGVD 29 (??/??/92)  333.604  (m)         1094.50   (f) ADJ UNCH    2 0
 EM0098
 EM0098.Superseded values are not recommended for survey control.
 EM0098
 EM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0098.See file dsdata.pdf to determine how the superseded data were derived.
 EM0098
 EM0098_MARKER: DB = BENCH MARK DISK
 EM0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0098_STAMPING: G 151 1934
 EM0098_MARK LOGO: CGS
 EM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0098+STABILITY: SURFACE MOTION
 EM0098
 EM0098  HISTORY     - Date     Condition        Report By
 EM0098  HISTORY     - 1934     MONUMENTED       CGS
 EM0098  HISTORY     - 1963     GOOD             CGS
 EM0098
 EM0098                          STATION DESCRIPTION
 EM0098
 EM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0098'2.1 MI SE FROM HOLLISTER.
 EM0098'2.1 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM STATION.  215 FEET
 EM0098'NORTHWEST OF LAST POWER LINE POLE TO HOLLISTER CITY WELL.  89.8 FEET
 EM0098'SOUTH OF WESTERN UNION TELEGRAPH POLE NO. 7237, THE THIRD POLE EAST OF
 EM0098'MILEPOST 39.  57 FEET WEST OF CENTERLINE OF CROSS SECTION ROAD.  45.8
 EM0098'FEET SOUTH OF CENTERLINE OF MO-KANS. TEXAS RAILROAD TRACK.  22.5 FEET
 EM0098'WEST OF RIGHT-OF-WAY FENCE CORNER.
 EM0098
 EM0098                          STATION RECOVERY (1963)
 EM0098
 EM0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0514 ***********************************************************************
 EL0514  DESIGNATION -  G 155
 EL0514  PID         -  EL0514
 EL0514  STATE/COUNTY-  OK/STEPHENS
 EL0514  COUNTRY     -  US
 EL0514  USGS QUAD   -  HARRISBURG (2018)
 EL0514
 EL0514                         *CURRENT SURVEY CONTROL
 EL0514  ______________________________________________________________________
 EL0514* NAD 83(1986) POSITION- 34 27 49.     (N) 097 45 01.     (W)   SCALED
 EL0514* NAVD 88 ORTHO HEIGHT -   334.363 (meters)     1096.99  (feet) ADJUSTED
 EL0514  ______________________________________________________________________
 EL0514  GEOID HEIGHT    -        -25.823 (meters)                     GEOID18
 EL0514  DYNAMIC HEIGHT  -        334.018 (meters)     1095.86  (feet) COMP
 EL0514  MODELED GRAVITY -    979,593.4   (mgal)                       NAVD 88
 EL0514
 EL0514  VERT ORDER      -  SECOND    CLASS 0
 EL0514
 EL0514.The horizontal coordinates were scaled from a map and have
 EL0514.an estimated accuracy of +/- 6 seconds.
 EL0514
 EL0514.The orthometric height was determined by differential leveling and
 EL0514.adjusted by the NATIONAL GEODETIC SURVEY
 EL0514.in June 1991.
 EL0514
 EL0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0514.GEOID18 height accuracy estimate available here.
 EL0514
 EL0514.Click photographs - Photos may exist for this station.
 EL0514
 EL0514.The dynamic height is computed by dividing the NAVD 88
 EL0514.geopotential number by the normal gravity value computed on the
 EL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0514.degrees latitude (g = 980.6199 gals.).
 EL0514
 EL0514.The modeled gravity was interpolated from observed gravity values.
 EL0514
 EL0514;                    North         East    Units  Estimated Accuracy
 EL0514;SPC OK S     -   125,400.      622,940.      MT  (+/- 180 meters Scaled)
 EL0514
 EL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD147142(NAD 83)
 EL0514
 EL0514                          SUPERSEDED SURVEY CONTROL
 EL0514
 EL0514  NGVD 29 (??/??/92)  334.275  (m)         1096.70   (f) ADJ UNCH    2 0
 EL0514
 EL0514.Superseded values are not recommended for survey control.
 EL0514
 EL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0514.See file dsdata.pdf to determine how the superseded data were derived.
 EL0514
 EL0514_MARKER: DB = BENCH MARK DISK
 EL0514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0514_SP_SET: CULVERT HEADWALL
 EL0514_STAMPING: G 155 1934
 EL0514_MARK LOGO: CGS
 EL0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0514+STABILITY: SURFACE MOTION
 EL0514
 EL0514  HISTORY     - Date     Condition        Report By
 EL0514  HISTORY     - 1934     MONUMENTED       CGS
 EL0514
 EL0514                          STATION DESCRIPTION
 EL0514
 EL0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0514'4.6 MI W FROM VELMA.
 EL0514'4.6 MILES WEST OF, ALONG ST. HWY 22, FROM POST OFFICE BRONZE
 EL0514'TABLET IN NORTH HEADWALL OF HIGHWAY CULVERT, OPPOSITE DIVISION
 EL0514'FENCE, ABOUT 0.5 MILE WEST OF LARGE TWO STORY WHITE HOUSE, 500
 EL0514'FEET WEST OF SMALL GREY FARM HOUSE ON NORTH SIDE OF HIGHWAY,
 EL0514'26.6 FEET SOUTH OF FENCE, 17.2 FEET SOUTH OF CENTERLINE OF
 EL0514'STATE HWY. 22.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0101 ***********************************************************************
 EL0101  DESIGNATION -  G 157
 EL0101  PID         -  EL0101
 EL0101  STATE/COUNTY-  OK/JOHNSTON
 EL0101  COUNTRY     -  US
 EL0101  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0101
 EL0101                         *CURRENT SURVEY CONTROL
 EL0101  ______________________________________________________________________
 EL0101* NAD 83(1986) POSITION- 34 16 29.     (N) 096 29 24.     (W)   SCALED
 EL0101* NAVD 88 ORTHO HEIGHT -   216.774 (meters)      711.20  (feet) ADJUSTED
 EL0101  ______________________________________________________________________
 EL0101  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 EL0101  DYNAMIC HEIGHT  -        216.563 (meters)      710.51  (feet) COMP
 EL0101  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 EL0101
 EL0101  VERT ORDER      -  SECOND    CLASS 0
 EL0101
 EL0101.The horizontal coordinates were scaled from a map and have
 EL0101.an estimated accuracy of +/- 6 seconds.
 EL0101
 EL0101.The orthometric height was determined by differential leveling and
 EL0101.adjusted by the NATIONAL GEODETIC SURVEY
 EL0101.in June 1991.
 EL0101
 EL0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0101.GEOID18 height accuracy estimate available here.
 EL0101
 EL0101.Click photographs - Photos may exist for this station.
 EL0101
 EL0101.The dynamic height is computed by dividing the NAVD 88
 EL0101.geopotential number by the normal gravity value computed on the
 EL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0101.degrees latitude (g = 980.6199 gals.).
 EL0101
 EL0101.The modeled gravity was interpolated from observed gravity values.
 EL0101
 EL0101;                    North         East    Units  Estimated Accuracy
 EL0101;SPC OK S     -   105,460.      739,040.      MT  (+/- 180 meters Scaled)
 EL0101
 EL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC310954(NAD 83)
 EL0101
 EL0101                          SUPERSEDED SURVEY CONTROL
 EL0101
 EL0101  NGVD 29 (??/??/92)  216.724  (m)          711.04   (f) ADJ UNCH    2 0
 EL0101
 EL0101.Superseded values are not recommended for survey control.
 EL0101
 EL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0101.See file dsdata.pdf to determine how the superseded data were derived.
 EL0101
 EL0101_MARKER: DB = BENCH MARK DISK
 EL0101_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0101_STAMPING: G 157 1934
 EL0101_MARK LOGO: CGS
 EL0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0101
 EL0101  HISTORY     - Date     Condition        Report By
 EL0101  HISTORY     - 1934     MONUMENTED       CGS
 EL0101
 EL0101                          STATION DESCRIPTION
 EL0101
 EL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0101'IN FILLMORE.
 EL0101'BRONZE TABLET IN EAST HEADWALL OF RAILROAD CULVERT, 320 FEET
 EL0101'SOUTH OF SOUTH END OF FILLMORE DEPOT, 200 FEET NORTH OF CENTERLINE
 EL0101'OF CROSS ROAD, 25 FEET EAST OF CENTERLINE OF CHICAGO, ROCK
 EL0101'ISLAND AND PACIFIC R.R. MAIN LINE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0540 ***********************************************************************
 EK0540  DESIGNATION -  G 158
 EK0540  PID         -  EK0540
 EK0540  STATE/COUNTY-  OK/ATOKA
 EK0540  COUNTRY     -  US
 EK0540  USGS QUAD   -  FARRIS (2019)
 EK0540
 EK0540                         *CURRENT SURVEY CONTROL
 EK0540  ______________________________________________________________________
 EK0540* NAD 83(1986) POSITION- 34 15 36.     (N) 095 51 00.     (W)   SCALED
 EK0540* NAVD 88 ORTHO HEIGHT -   164.731 (meters)      540.46  (feet) ADJUSTED
 EK0540  ______________________________________________________________________
 EK0540  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 EK0540  DYNAMIC HEIGHT  -        164.554 (meters)      539.87  (feet) COMP
 EK0540  MODELED GRAVITY -    979,560.6   (mgal)                       NAVD 88
 EK0540
 EK0540  VERT ORDER      -  SECOND    CLASS 0
 EK0540
 EK0540.The horizontal coordinates were scaled from a map and have
 EK0540.an estimated accuracy of +/- 6 seconds.
 EK0540
 EK0540.The orthometric height was determined by differential leveling and
 EK0540.adjusted by the NATIONAL GEODETIC SURVEY
 EK0540.in June 1991.
 EK0540
 EK0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0540.GEOID18 height accuracy estimate available here.
 EK0540
 EK0540.Click photographs - Photos may exist for this station.
 EK0540
 EK0540.The dynamic height is computed by dividing the NAVD 88
 EK0540.geopotential number by the normal gravity value computed on the
 EK0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0540.degrees latitude (g = 980.6199 gals.).
 EK0540
 EK0540.The modeled gravity was interpolated from observed gravity values.
 EK0540
 EK0540;                    North         East    Units  Estimated Accuracy
 EK0540;SPC OK S     -   104,900.      798,000.      MT  (+/- 180 meters Scaled)
 EK0540
 EK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT375946(NAD 83)
 EK0540
 EK0540                          SUPERSEDED SURVEY CONTROL
 EK0540
 EK0540  NGVD 29 (??/??/92)  164.647  (m)          540.18   (f) ADJ UNCH    2 0
 EK0540
 EK0540.Superseded values are not recommended for survey control.
 EK0540
 EK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0540.See file dsdata.pdf to determine how the superseded data were derived.
 EK0540
 EK0540_MARKER: DB = BENCH MARK DISK
 EK0540_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0540_STAMPING: G 158 1934
 EK0540_MARK LOGO: CGS
 EK0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0540
 EK0540  HISTORY     - Date     Condition        Report By
 EK0540  HISTORY     - 1934     MONUMENTED       CGS
 EK0540
 EK0540                          STATION DESCRIPTION
 EK0540
 EK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0540'4.2 MI NW FROM DARWIN.
 EK0540'4.2 MILES NORTHWEST OF DARWIN POST OFFICE ALONG ST HWY 19
 EK0540'ABOUT MIDDLE OF STRAIGHT STRETCH OF LEVEL HIGHWAY, ABOUT 0.4
 EK0540'MILE SOUTH OF SANDY CREEK, 250 FEET NORTH OF SOUTH EDGE OF OPEN
 EK0540'PARK ON SOUTHWEST SLOPE OF KNOLL, 50 FEET SOUTHWEST OF CENTERLINE
 EK0540'OF ST. HWY. 19, TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0621 ***********************************************************************
 EK0621  DESIGNATION -  G 159
 EK0621  PID         -  EK0621
 EK0621  STATE/COUNTY-  OK/PITTSBURG
 EK0621  COUNTRY     -  US
 EK0621  USGS QUAD   -  PITTSBURG (2018)
 EK0621
 EK0621                         *CURRENT SURVEY CONTROL
 EK0621  ______________________________________________________________________
 EK0621* NAD 83(1986) POSITION- 34 43 12.     (N) 095 51 19.     (W)   SCALED
 EK0621* NAVD 88 ORTHO HEIGHT -   233.905 (meters)      767.40  (feet) ADJUSTED
 EK0621  ______________________________________________________________________
 EK0621  GEOID HEIGHT    -        -29.744 (meters)                     GEOID18
 EK0621  DYNAMIC HEIGHT  -        233.664 (meters)      766.61  (feet) COMP
 EK0621  MODELED GRAVITY -    979,598.6   (mgal)                       NAVD 88
 EK0621
 EK0621  VERT ORDER      -  SECOND    CLASS 0
 EK0621
 EK0621.The horizontal coordinates were scaled from a map and have
 EK0621.an estimated accuracy of +/- 6 seconds.
 EK0621
 EK0621.The orthometric height was determined by differential leveling and
 EK0621.adjusted by the NATIONAL GEODETIC SURVEY
 EK0621.in June 1991.
 EK0621
 EK0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0621.GEOID18 height accuracy estimate available here.
 EK0621
 EK0621.Click photographs - Photos may exist for this station.
 EK0621
 EK0621.The dynamic height is computed by dividing the NAVD 88
 EK0621.geopotential number by the normal gravity value computed on the
 EK0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0621.degrees latitude (g = 980.6199 gals.).
 EK0621
 EK0621.The modeled gravity was interpolated from observed gravity values.
 EK0621
 EK0621;                    North         East    Units  Estimated Accuracy
 EK0621;SPC OK S     -   155,900.      796,430.      MT  (+/- 180 meters Scaled)
 EK0621
 EK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU385457(NAD 83)
 EK0621
 EK0621                          SUPERSEDED SURVEY CONTROL
 EK0621
 EK0621  NGVD 29 (??/??/92)  233.796  (m)          767.05   (f) ADJ UNCH    2 0
 EK0621
 EK0621.Superseded values are not recommended for survey control.
 EK0621
 EK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0621.See file dsdata.pdf to determine how the superseded data were derived.
 EK0621
 EK0621_MARKER: DB = BENCH MARK DISK
 EK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0621_STAMPING: G 159 1934
 EK0621_MARK LOGO: CGS
 EK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0621+STABILITY: SURFACE MOTION
 EK0621
 EK0621  HISTORY     - Date     Condition        Report By
 EK0621  HISTORY     - 1934     MONUMENTED       CGS
 EK0621  HISTORY     - 1969     GOOD             CGS
 EK0621
 EK0621                          STATION DESCRIPTION
 EK0621
 EK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0621'AT PITTSBURG.
 EK0621'AT PITTSBURG, PITTSBURG COUNTY, 64.8 FEET SOUTHWEST OF THE
 EK0621'SOUTHWEST END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EK0621'STATION, 52 FEET SOUTH OF THE THIRD POLE SOUTHWEST OF MILEPOST 18,
 EK0621'AT A ROAD CROSSING, ABOUT 100 FEET NORTHEAST OF THE CENTER LINE
 EK0621'OF THE ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 EK0621'SIDETRACK SOUTHEAST OF THE STATION, AND 17.5 FEET SOUTHEAST OF
 EK0621'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 EK0621'G 159 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 EK0621'ENTIRE LINE OF POLES SOUTHWEST OF THE MILEPOST HAS BEEN REMOVED.
 EK0621
 EK0621                          STATION RECOVERY (1969)
 EK0621
 EK0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EK0621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0600 ***********************************************************************
 EK0600  DESIGNATION -  G 16
 EK0600  PID         -  EK0600
 EK0600  STATE/COUNTY-  OK/PITTSBURG
 EK0600  COUNTRY     -  US
 EK0600  USGS QUAD   -  KIOWA (2019)
 EK0600
 EK0600                         *CURRENT SURVEY CONTROL
 EK0600  ______________________________________________________________________
 EK0600* NAD 83(1986) POSITION- 34 44 43.80   (N) 095 53 47.54   (W)   HD_HELD1
 EK0600* NAVD 88 ORTHO HEIGHT -   226.187 (meters)      742.08  (feet) ADJUSTED
 EK0600  ______________________________________________________________________
 EK0600  GEOID HEIGHT    -        -29.574 (meters)                     GEOID18
 EK0600  DYNAMIC HEIGHT  -        225.956 (meters)      741.32  (feet) COMP
 EK0600  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 EK0600
 EK0600  VERT ORDER      -  FIRST     CLASS II
 EK0600
 EK0600.The horizontal coordinates were determined by differentially corrected
 EK0600.hand held GPS observations or other comparable positioning techniques
 EK0600.and have an estimated accuracy of +/- 3 meters.
 EK0600
 EK0600.The orthometric height was determined by differential leveling and
 EK0600.adjusted by the NATIONAL GEODETIC SURVEY
 EK0600.in June 1991.
 EK0600
 EK0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0600.GEOID18 height accuracy estimate available here.
 EK0600
 EK0600.Click photographs - Photos may exist for this station.
 EK0600
 EK0600.The dynamic height is computed by dividing the NAVD 88
 EK0600.geopotential number by the normal gravity value computed on the
 EK0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0600.degrees latitude (g = 980.6199 gals.).
 EK0600
 EK0600.The modeled gravity was interpolated from observed gravity values.
 EK0600
 EK0600;                    North         East    Units  Estimated Accuracy
 EK0600;SPC OK S     -   158,649.6     792,588.2     MT  (+/- 3 meters HH1 GPS) 
 EK0600
 EK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3483048642(NAD 83)
 EK0600
 EK0600                          SUPERSEDED SURVEY CONTROL
 EK0600
 EK0600  NGVD 29 (??/??/92)  226.079  (m)          741.73   (f) ADJ UNCH    1 2
 EK0600
 EK0600.Superseded values are not recommended for survey control.
 EK0600
 EK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0600.See file dsdata.pdf to determine how the superseded data were derived.
 EK0600
 EK0600_MARKER: DB = BENCH MARK DISK
 EK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0600_STAMPING: G 16 1933
 EK0600_MARK LOGO: CGS
 EK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0600+STABILITY: SURFACE MOTION
 EK0600
 EK0600  HISTORY     - Date     Condition        Report By
 EK0600  HISTORY     - 1933     MONUMENTED       CGS
 EK0600  HISTORY     - 1969     GOOD             CGS
 EK0600
 EK0600                          STATION DESCRIPTION
 EK0600
 EK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0600'1.9 MI N FROM KIOWA.
 EK0600'1.9 MILES NORTH OF KIOWA, ON THE M-K-T RAILROAD, AT MILE POLE
 EK0600'581, 800 FEET SOUTH OF SEMAPHORE MARKED 580.8, 75 FEET
 EK0600'EAST OF THE TRACKS AND ABOUT 25 FEET INSIDE (WEST) OF THE
 EK0600'RIGHT OF WAY FENCE.
 EK0600
 EK0600                          STATION RECOVERY (1969)
 EK0600
 EK0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EK0600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0546 ***********************************************************************
 FH0546  DESIGNATION -  G 161
 FH0546  PID         -  FH0546
 FH0546  STATE/COUNTY-  OK/MUSKOGEE
 FH0546  COUNTRY     -  US
 FH0546  USGS QUAD   -  KEEFTON (2018)
 FH0546
 FH0546                         *CURRENT SURVEY CONTROL
 FH0546  ______________________________________________________________________
 FH0546* NAD 83(1986) POSITION- 35 33 40.     (N) 095 20 06.     (W)   SCALED
 FH0546* NAVD 88 ORTHO HEIGHT -   156.908 (meters)      514.79  (feet) ADJUSTED
 FH0546  ______________________________________________________________________
 FH0546  GEOID HEIGHT    -        -29.723 (meters)                     GEOID18
 FH0546  DYNAMIC HEIGHT  -        156.763 (meters)      514.31  (feet) COMP
 FH0546  MODELED GRAVITY -    979,710.8   (mgal)                       NAVD 88
 FH0546
 FH0546  VERT ORDER      -  SECOND    CLASS 0
 FH0546
 FH0546.The horizontal coordinates were scaled from a map and have
 FH0546.an estimated accuracy of +/- 6 seconds.
 FH0546
 FH0546.The orthometric height was determined by differential leveling and
 FH0546.adjusted by the NATIONAL GEODETIC SURVEY
 FH0546.in June 1991.
 FH0546
 FH0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0546.GEOID18 height accuracy estimate available here.
 FH0546
 FH0546.Click photographs - Photos may exist for this station.
 FH0546
 FH0546.The dynamic height is computed by dividing the NAVD 88
 FH0546.geopotential number by the normal gravity value computed on the
 FH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0546.degrees latitude (g = 980.6199 gals.).
 FH0546
 FH0546.The modeled gravity was interpolated from observed gravity values.
 FH0546
 FH0546;                    North         East    Units  Estimated Accuracy
 FH0546;SPC OK N     -    65,570.      841,580.      MT  (+/- 180 meters Scaled)
 FH0546
 FH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV883377(NAD 83)
 FH0546
 FH0546                          SUPERSEDED SURVEY CONTROL
 FH0546
 FH0546  NGVD 29 (??/??/92)  156.801  (m)          514.44   (f) ADJ UNCH    2 0
 FH0546
 FH0546.Superseded values are not recommended for survey control.
 FH0546
 FH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0546.See file dsdata.pdf to determine how the superseded data were derived.
 FH0546
 FH0546_MARKER: DB = BENCH MARK DISK
 FH0546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0546_SP_SET: CULVERT HEADWALL
 FH0546_STAMPING: G 161 1934
 FH0546_MARK LOGO: CGS
 FH0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0546+STABILITY: SURFACE MOTION
 FH0546
 FH0546  HISTORY     - Date     Condition        Report By
 FH0546  HISTORY     - 1934     MONUMENTED       CGS
 FH0546  HISTORY     - 1960     GOOD             CGS
 FH0546
 FH0546                          STATION DESCRIPTION
 FH0546
 FH0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0546'6 MI N FROM WARNER.
 FH0546'6.0 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0546'AT WARNER, MUSKOGEE COUNTY, ABOUT 1200 FEET NORTH OF MILEPOST
 FH0546'83, ABOUT 2000 FEET SOUTH OF AN EAST-WEST DIRT-ROAD CROSSING,
 FH0546'AT THE NORTH END OF A CURVE, AT A CONCRETE CULVERT, IN THE
 FH0546'TOP OF THE CONCRETE HEADWALL, 0.9 FOOT NORTH OF THE SOUTH END OF
 FH0546'THE HEADWALL, AND 13.2 FEET EAST OF THE CENTERLINE OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0520 ***********************************************************************
 FH0520  DESIGNATION -  G 162
 FH0520  PID         -  FH0520
 FH0520  STATE/COUNTY-  OK/CHEROKEE
 FH0520  COUNTRY     -  US
 FH0520  USGS QUAD   -  HULBERT (2019)
 FH0520
 FH0520                         *CURRENT SURVEY CONTROL
 FH0520  ______________________________________________________________________
 FH0520* NAD 83(1986) POSITION- 35 55 21.     (N) 095 10 18.     (W)   SCALED
 FH0520* NAVD 88 ORTHO HEIGHT -   175.306 (meters)      575.15  (feet) ADJUSTED
 FH0520  ______________________________________________________________________
 FH0520  GEOID HEIGHT    -        -29.200 (meters)                     GEOID18
 FH0520  DYNAMIC HEIGHT  -        175.150 (meters)      574.64  (feet) COMP
 FH0520  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 FH0520
 FH0520  VERT ORDER      -  SECOND    CLASS 0
 FH0520
 FH0520.The horizontal coordinates were scaled from a map and have
 FH0520.an estimated accuracy of +/- 6 seconds.
 FH0520
 FH0520.The orthometric height was determined by differential leveling and
 FH0520.adjusted by the NATIONAL GEODETIC SURVEY
 FH0520.in June 1991.
 FH0520
 FH0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0520.GEOID18 height accuracy estimate available here.
 FH0520
 FH0520.Click photographs - Photos may exist for this station.
 FH0520
 FH0520.The dynamic height is computed by dividing the NAVD 88
 FH0520.geopotential number by the normal gravity value computed on the
 FH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0520.degrees latitude (g = 980.6199 gals.).
 FH0520
 FH0520.The modeled gravity was interpolated from observed gravity values.
 FH0520
 FH0520;                    North         East    Units  Estimated Accuracy
 FH0520;SPC OK N     -   106,070.      855,220.      MT  (+/- 180 meters Scaled)
 FH0520
 FH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV040775(NAD 83)
 FH0520
 FH0520                          SUPERSEDED SURVEY CONTROL
 FH0520
 FH0520  NGVD 29 (??/??/92)  175.188  (m)          574.76   (f) ADJ UNCH    2 0
 FH0520
 FH0520.Superseded values are not recommended for survey control.
 FH0520
 FH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0520.See file dsdata.pdf to determine how the superseded data were derived.
 FH0520
 FH0520_MARKER: DB = BENCH MARK DISK
 FH0520_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0520_STAMPING: G 162 1934
 FH0520_MARK LOGO: CGS
 FH0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0520
 FH0520  HISTORY     - Date     Condition        Report By
 FH0520  HISTORY     - 1934     MONUMENTED       CGS
 FH0520  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0520
 FH0520                          STATION DESCRIPTION
 FH0520
 FH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0520'1.9 MI SW FROM HULBERT.
 FH0520'ABOUT 1 MILE EAST OF MELVIN FLAG STOP, 460 FEET WEST OF RY.
 FH0520'BRIDGE 435.4, 44 FEET NORTH OF CENTERLINE OF ST. LOUIS AND SAN
 FH0520'FRANCISCO RY, 34 FEET WEST OF CENTERLINE OF SECTION ROAD, 12 FEET
 FH0520'WEST OF PROPERTY FENCE CORNER.  TABLET SET IN PRECAST CONCRETE
 FH0520'POST.
 FH0520
 FH0520                          STATION RECOVERY (1960)
 FH0520
 FH0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0155 ***********************************************************************
 GG0155  DESIGNATION -  G 163
 GG0155  PID         -  GG0155
 GG0155  STATE/COUNTY-  OK/DELAWARE
 GG0155  COUNTRY     -  US
 GG0155  USGS QUAD   -  LAKE EUCHA EAST (2018)
 GG0155
 GG0155                         *CURRENT SURVEY CONTROL
 GG0155  ______________________________________________________________________
 GG0155* NAD 83(1986) POSITION- 36 18 32.     (N) 094 46 32.     (W)   SCALED
 GG0155* NAVD 88 ORTHO HEIGHT -   334.873 (meters)     1098.66  (feet) ADJUSTED
 GG0155  ______________________________________________________________________
 GG0155  GEOID HEIGHT    -        -28.677 (meters)                     GEOID18
 GG0155  DYNAMIC HEIGHT  -        334.580 (meters)     1097.70  (feet) COMP
 GG0155  MODELED GRAVITY -    979,746.5   (mgal)                       NAVD 88
 GG0155
 GG0155  VERT ORDER      -  SECOND    CLASS 0
 GG0155
 GG0155.The horizontal coordinates were scaled from a map and have
 GG0155.an estimated accuracy of +/- 6 seconds.
 GG0155
 GG0155.The orthometric height was determined by differential leveling and
 GG0155.adjusted by the NATIONAL GEODETIC SURVEY
 GG0155.in June 1991.
 GG0155
 GG0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0155.GEOID18 height accuracy estimate available here.
 GG0155
 GG0155.Click photographs - Photos may exist for this station.
 GG0155
 GG0155.The dynamic height is computed by dividing the NAVD 88
 GG0155.geopotential number by the normal gravity value computed on the
 GG0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0155.degrees latitude (g = 980.6199 gals.).
 GG0155
 GG0155.The modeled gravity was interpolated from observed gravity values.
 GG0155
 GG0155;                    North         East    Units  Estimated Accuracy
 GG0155;SPC OK N     -   150,030.      889,520.      MT  (+/- 180 meters Scaled)
 GG0155
 GG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA405196(NAD 83)
 GG0155
 GG0155                          SUPERSEDED SURVEY CONTROL
 GG0155
 GG0155  NGVD 29 (??/??/92)  334.734  (m)         1098.21   (f) ADJ UNCH    2 0
 GG0155
 GG0155.Superseded values are not recommended for survey control.
 GG0155
 GG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0155.See file dsdata.pdf to determine how the superseded data were derived.
 GG0155
 GG0155_MARKER: DB = BENCH MARK DISK
 GG0155_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0155_STAMPING: G 163 1934
 GG0155_MARK LOGO: CGS
 GG0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0155
 GG0155  HISTORY     - Date     Condition        Report By
 GG0155  HISTORY     - 1934     MONUMENTED       CGS
 GG0155  HISTORY     - 1960     GOOD             CGS
 GG0155
 GG0155                          STATION DESCRIPTION
 GG0155
 GG0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0155'12.4 MI S FROM JAY.
 GG0155'TO REACH THIS MARK FROM THE SOUTH END OF THE SPAVINAW RIVER BRIDGE,
 GG0155'GO SOUTH AND EAST ON U.S. HIGHWAY 59 AND STATE HIGHWAY 10 FOR 4.95
 GG0155'MILES TO FORKS, TAKE LEFT FORK ON GRAVEL ROAD (FORMER STATE
 GG0155'HIGHWAY 10) FOR 0.15 MILE TO MARK ON LEFT, 600 FEET NORTHWEST OF
 GG0155'NORTHWEST END OF A CURVE, 60 FEET SOUTHEAST OF A SMALL DITCH AND
 GG0155'40 FEET NORTHEAST OF CENTERLINE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0171 ***********************************************************************
 GG0171  DESIGNATION -  G 164
 GG0171  PID         -  GG0171
 GG0171  STATE/COUNTY-  OK/CHEROKEE
 GG0171  COUNTRY     -  US
 GG0171  USGS QUAD   -  MOODYS (2019)
 GG0171
 GG0171                         *CURRENT SURVEY CONTROL
 GG0171  ______________________________________________________________________
 GG0171* NAD 83(1986) POSITION- 36 00 32.     (N) 094 55 49.     (W)   SCALED
 GG0171* NAVD 88 ORTHO HEIGHT -   235.126 (meters)      771.41  (feet) ADJUSTED
 GG0171  ______________________________________________________________________
 GG0171  GEOID HEIGHT    -        -28.834 (meters)                     GEOID18
 GG0171  DYNAMIC HEIGHT  -        234.918 (meters)      770.73  (feet) COMP
 GG0171  MODELED GRAVITY -    979,742.9   (mgal)                       NAVD 88
 GG0171
 GG0171  VERT ORDER      -  SECOND    CLASS 0
 GG0171
 GG0171.The horizontal coordinates were scaled from a map and have
 GG0171.an estimated accuracy of +/- 6 seconds.
 GG0171
 GG0171.The orthometric height was determined by differential leveling and
 GG0171.adjusted by the NATIONAL GEODETIC SURVEY
 GG0171.in June 1991.
 GG0171
 GG0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0171.GEOID18 height accuracy estimate available here.
 GG0171
 GG0171.Click photographs - Photos may exist for this station.
 GG0171
 GG0171.The dynamic height is computed by dividing the NAVD 88
 GG0171.geopotential number by the normal gravity value computed on the
 GG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0171.degrees latitude (g = 980.6199 gals.).
 GG0171
 GG0171.The modeled gravity was interpolated from observed gravity values.
 GG0171
 GG0171;                    North         East    Units  Estimated Accuracy
 GG0171;SPC OK N     -   116,310.      876,690.      MT  (+/- 180 meters Scaled)
 GG0171
 GG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV260866(NAD 83)
 GG0171
 GG0171                          SUPERSEDED SURVEY CONTROL
 GG0171
 GG0171  NGVD 29 (??/??/92)  234.992  (m)          770.97   (f) ADJ UNCH    2 0
 GG0171
 GG0171.Superseded values are not recommended for survey control.
 GG0171
 GG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0171.See file dsdata.pdf to determine how the superseded data were derived.
 GG0171
 GG0171_MARKER: DB = BENCH MARK DISK
 GG0171_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0171_STAMPING: G 164 1934
 GG0171_MARK LOGO: CGS
 GG0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0171
 GG0171  HISTORY     - Date     Condition        Report By
 GG0171  HISTORY     - 1934     MONUMENTED       CGS
 GG0171  HISTORY     - 1960     GOOD             CGS
 GG0171
 GG0171                          STATION DESCRIPTION
 GG0171
 GG0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0171'7.1 MI SW FROM SCRAPER.
 GG0171'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 GG0171'AT SCRAPER, CHEROKEE COUNTY, 2 MILES SOUTH OF THE EAGLE BLUFF
 GG0171'SERVICE STATION, 210 FEET NORTH OF THE SUMMIT OVER A HILL, 175
 GG0171'FEET NORTH OF A CULVERT UNDER THE HIGHWAY, 37 FEET EAST OF THE
 GG0171'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET WEST OF THE FENCE LINE.
 GG0171'A STANDARD DISK, STAMPED G 164 1934 AND SET IN THE TOP OF A
 GG0171'CONCRETE POST.  NOTE-- MAY HAVE BEEN DESTROYED BY HIGHWAY
 GG0171'IMPROVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0644 ***********************************************************************
 EK0644  DESIGNATION -  G 166
 EK0644  PID         -  EK0644
 EK0644  STATE/COUNTY-  OK/PITTSBURG
 EK0644  COUNTRY     -  US
 EK0644  USGS QUAD   -  MCALESTER (2018)
 EK0644
 EK0644                         *CURRENT SURVEY CONTROL
 EK0644  ______________________________________________________________________
 EK0644* NAD 83(1986) POSITION- 34 55 52.     (N) 095 47 52.     (W)   SCALED
 EK0644* NAVD 88 ORTHO HEIGHT -   206.827 (meters)      678.56  (feet) ADJUSTED
 EK0644  ______________________________________________________________________
 EK0644  GEOID HEIGHT    -        -29.936 (meters)                     GEOID18
 EK0644  DYNAMIC HEIGHT  -        206.619 (meters)      677.88  (feet) COMP
 EK0644  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 EK0644
 EK0644  VERT ORDER      -  SECOND    CLASS 0
 EK0644
 EK0644.The horizontal coordinates were scaled from a map and have
 EK0644.an estimated accuracy of +/- 6 seconds.
 EK0644
 EK0644.The orthometric height was determined by differential leveling and
 EK0644.adjusted by the NATIONAL GEODETIC SURVEY
 EK0644.in June 1991.
 EK0644
 EK0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0644.GEOID18 height accuracy estimate available here.
 EK0644
 EK0644.Click photographs - Photos may exist for this station.
 EK0644
 EK0644.The dynamic height is computed by dividing the NAVD 88
 EK0644.geopotential number by the normal gravity value computed on the
 EK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0644.degrees latitude (g = 980.6199 gals.).
 EK0644
 EK0644.The modeled gravity was interpolated from observed gravity values.
 EK0644
 EK0644;                    North         East    Units  Estimated Accuracy
 EK0644;SPC OK S     -   179,430.      801,180.      MT  (+/- 180 meters Scaled)
 EK0644
 EK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU444689(NAD 83)
 EK0644
 EK0644                          SUPERSEDED SURVEY CONTROL
 EK0644
 EK0644  NGVD 29 (??/??/92)  206.715  (m)          678.20   (f) ADJ UNCH    2 0
 EK0644
 EK0644.Superseded values are not recommended for survey control.
 EK0644
 EK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0644.See file dsdata.pdf to determine how the superseded data were derived.
 EK0644
 EK0644_MARKER: DB = BENCH MARK DISK
 EK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0644_STAMPING: G 166 1934
 EK0644_MARK LOGO: CGS
 EK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0644+STABILITY: SURFACE MOTION
 EK0644
 EK0644  HISTORY     - Date     Condition        Report By
 EK0644  HISTORY     - 1934     MONUMENTED       CGS
 EK0644
 EK0644                          STATION DESCRIPTION
 EK0644
 EK0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0644'1.6 MI W FROM MC ALESTER.
 EK0644'1.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0644'RAILWAY FROM THE STATION AT MC ALESTER, PITTSBURG COUNTY, 0.1
 EK0644'MILE WEST OF MILEPOST 368, 54 FEET NORTHEAST OF THE CENTER OF
 EK0644'A FARM-ROAD CROSSING, 46.8 FEET NORTH OF THE CENTERLINE OF THE
 EK0644'TRACK, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 4 FEET
 EK0644'SOUTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 EK0644'STAMPED G 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0302 ***********************************************************************
 EK0302  DESIGNATION -  G 168
 EK0302  PID         -  EK0302
 EK0302  STATE/COUNTY-  OK/MCCURTAIN
 EK0302  COUNTRY     -  US
 EK0302  USGS QUAD   -  OLD GLORY MOUNTAIN (2018)
 EK0302
 EK0302                         *CURRENT SURVEY CONTROL
 EK0302  ______________________________________________________________________
 EK0302* NAD 83(1986) POSITION- 34 13 42.     (N) 094 46 48.     (W)   SCALED
 EK0302* NAVD 88 ORTHO HEIGHT -   261.543 (meters)      858.08  (feet) ADJUSTED
 EK0302  ______________________________________________________________________
 EK0302  GEOID HEIGHT    -        -29.449 (meters)                     GEOID18
 EK0302  DYNAMIC HEIGHT  -        261.263 (meters)      857.16  (feet) COMP
 EK0302  MODELED GRAVITY -    979,560.8   (mgal)                       NAVD 88
 EK0302
 EK0302  VERT ORDER      -  SECOND    CLASS 0
 EK0302
 EK0302.The horizontal coordinates were scaled from a map and have
 EK0302.an estimated accuracy of +/- 6 seconds.
 EK0302
 EK0302.The orthometric height was determined by differential leveling and
 EK0302.adjusted by the NATIONAL GEODETIC SURVEY
 EK0302.in June 1991.
 EK0302
 EK0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0302.GEOID18 height accuracy estimate available here.
 EK0302
 EK0302.Click photographs - Photos may exist for this station.
 EK0302
 EK0302.The dynamic height is computed by dividing the NAVD 88
 EK0302.geopotential number by the normal gravity value computed on the
 EK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0302.degrees latitude (g = 980.6199 gals.).
 EK0302
 EK0302.The modeled gravity was interpolated from observed gravity values.
 EK0302
 EK0302;                    North         East    Units  Estimated Accuracy
 EK0302;SPC OK S     -   104,010.      896,620.      MT  (+/- 180 meters Scaled)
 EK0302
 EK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT360889(NAD 83)
 EK0302
 EK0302                          SUPERSEDED SURVEY CONTROL
 EK0302
 EK0302  NGVD 29 (??/??/92)  261.499  (m)          857.93   (f) ADJ UNCH    2 0
 EK0302
 EK0302.Superseded values are not recommended for survey control.
 EK0302
 EK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0302.See file dsdata.pdf to determine how the superseded data were derived.
 EK0302
 EK0302_MARKER: DB = BENCH MARK DISK
 EK0302_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0302_STAMPING: G 168 1934
 EK0302_MARK LOGO: CGS
 EK0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0302
 EK0302  HISTORY     - Date     Condition        Report By
 EK0302  HISTORY     - 1934     MONUMENTED       CGS
 EK0302  HISTORY     - 1958     MARK NOT FOUND   USGS
 EK0302
 EK0302                          STATION DESCRIPTION
 EK0302
 EK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0302'11.6 MI S FROM BETHAL.
 EK0302'11.6 MILES SOUTH OF, ALONG ST. HWY 21 AT NORTHWEST END OF SHORT
 EK0302'STRETCH OF STRAIGHT ROAD, ABOUT 0.1 MILE SOUTHEAST OF S TURN,
 EK0302'77.9 FEET WEST OF TELEPHONE POLE, 35 FEET SOUTHWEST OF CENTERLINE
 EK0302'OF ST. HWY. 21, 2 FEET BELOW LEVEL OF HIGHWAY, TABLET SET IN
 EK0302'PRECAST CONCRETE POST.
 EK0302
 EK0302                          STATION RECOVERY (1958)
 EK0302
 EK0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EK0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0472 ***********************************************************************
 GG0472  DESIGNATION -  G 17
 GG0472  PID         -  GG0472
 GG0472  STATE/COUNTY-  OK/NOWATA
 GG0472  COUNTRY     -  US
 GG0472  USGS QUAD   -  NOWATA WEST (2019)
 GG0472
 GG0472                         *CURRENT SURVEY CONTROL
 GG0472  ______________________________________________________________________
 GG0472* NAD 83(2011) POSITION- 36 41 58.63790(N) 095 38 11.92255(W)   ADJUSTED
 GG0472* NAD 83(2011) ELLIP HT-   183.050 (meters)        (11/01/23)   ADJUSTED
 GG0472* NAD 83(2011) EPOCH   -  2010.00
 GG0472* NAVD 88 ORTHO HEIGHT -   212.388 (meters)      696.81  (feet) ADJUSTED
 GG0472  ______________________________________________________________________
 GG0472  GEOID HEIGHT    -        -29.364 (meters)                     GEOID18
 GG0472  NAD 83(2011) X  -   -502,896.242 (meters)                     COMP
 GG0472  NAD 83(2011) Y  - -5,095,374.236 (meters)                     COMP
 GG0472  NAD 83(2011) Z  -  3,790,828.025 (meters)                     COMP
 GG0472  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 GG0472  DYNAMIC HEIGHT  -        212.212 (meters)      696.23  (feet) COMP
 GG0472  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GG0472
 GG0472  VERT ORDER      -  FIRST     CLASS II
 GG0472
 GG0472  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0472  Standards:
 GG0472         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0472            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0472  -------------------------------------------------------------------
 GG0472  NETWORK    0.51   1.25           0.22   0.20   0.64     -0.10211439
 GG0472  -------------------------------------------------------------------
 GG0472  Click here for local accuracies and other accuracy information.
 GG0472
 GG0472.The horizontal coordinates were established by GPS observations
 GG0472.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0472
 GG0472.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0472.been affixed to the stable North American tectonic plate. See 
 GG0472.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0472
 GG0472.The horizontal coordinates are valid at the epoch date displayed above
 GG0472.which is a decimal equivalence of Year/Month/Day.
 GG0472
 GG0472.The orthometric height was determined by differential leveling and
 GG0472.adjusted by the NATIONAL GEODETIC SURVEY
 GG0472.in June 1991.
 GG0472
 GG0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0472.GEOID18 height accuracy estimate available here.
 GG0472
 GG0472.Click photographs - Photos may exist for this station.
 GG0472
 GG0472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0472
 GG0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0472
 GG0472.The ellipsoidal height was determined by GPS observations
 GG0472.and is referenced to NAD 83.
 GG0472
 GG0472.The dynamic height is computed by dividing the NAVD 88
 GG0472.geopotential number by the normal gravity value computed on the
 GG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0472.degrees latitude (g = 980.6199 gals.).
 GG0472
 GG0472.The modeled gravity was interpolated from observed gravity values.
 GG0472
 GG0472. The following values were computed from the NAD 83(2011) position.
 GG0472
 GG0472;                    North         East     Units Scale Factor Converg.
 GG0472;SPC OK N     -   191,153.385   811,167.478   MT  0.99998845   +1 23 41.0
 GG0472;SPC OK N     -   627,142.40  2,661,305.30   sFT  0.99998845   +1 23 41.0
 GG0472;UTM  15      - 4,064,791.445   264,458.127   MT  1.00028356   -1 34 35.2
 GG0472
 GG0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0472!SPC OK N     -   0.99997127  x   0.99998845  =   0.99995972
 GG0472!UTM  15      -   0.99997127  x   1.00028356  =   1.00025483
 GG0472
 GG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6445864791(NAD 83)
 GG0472
 GG0472                          SUPERSEDED SURVEY CONTROL
 GG0472
 GG0472  NGVD 29 (??/??/92)  212.260  (m)          696.39   (f) ADJ UNCH    1 2
 GG0472
 GG0472.Superseded values are not recommended for survey control.
 GG0472
 GG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0472.See file dsdata.pdf to determine how the superseded data were derived.
 GG0472
 GG0472_MARKER: DB = BENCH MARK DISK
 GG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0472_STAMPING: G 17 1933
 GG0472_MARK LOGO: CGS
 GG0472_PROJECTION: PROJECTING 15 CENTIMETERS
 GG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0472+STABILITY: SURFACE MOTION
 GG0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0472+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 GG0472
 GG0472  HISTORY     - Date     Condition        Report By
 GG0472  HISTORY     - 1933     MONUMENTED       CGS
 GG0472  HISTORY     - 20190612 GOOD             OKDOT
 GG0472  HISTORY     - 20230606 GOOD             OKDOT
 GG0472
 GG0472                          STATION DESCRIPTION
 GG0472
 GG0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0472'AT NOWATA.
 GG0472'AT NOWATA, NOWATA COUNTY, 60 FEET NORTHWEST OF THE NORTHWEST CORNER
 GG0472'OF THE MISSOURI PACIFIC RAILROAD STATION, 92 FEET WEST OF THE
 GG0472'WEST RAIL OF THE MAIN TRACK, AND 22 FEET EAST OF THE OAK STREET
 GG0472'CURB.  A STANDARD DISK, STAMPED G 17 1933 AND SET IN THE TOP OF
 GG0472'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE.
 GG0472
 GG0472                          STATION RECOVERY (2019)
 GG0472
 GG0472'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (GH)
 GG0472'RECOVERED IN GOOD CONDITION.
 GG0472
 GG0472                          STATION RECOVERY (2023)
 GG0472
 GG0472'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0472'RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0536 ***********************************************************************
 FJ0536  DESIGNATION -  G 170
 FJ0536  PID         -  FJ0536
 FJ0536  STATE/COUNTY-  OK/CANADIAN
 FJ0536  COUNTRY     -  US
 FJ0536  USGS QUAD   -  EL RENO (2018)
 FJ0536
 FJ0536                         *CURRENT SURVEY CONTROL
 FJ0536  ______________________________________________________________________
 FJ0536* NAD 83(1993) POSITION- 35 31 15.58236(N) 097 58 23.46682(W)   ADJUSTED
 FJ0536* NAVD 88 ORTHO HEIGHT -   425.356 (meters)     1395.52  (feet) POSTED
 FJ0536  ______________________________________________________________________
 FJ0536  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FJ0536  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ0536  DYNAMIC HEIGHT  -        424.94  (meters)     1394.2   (feet) COMP
 FJ0536  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 FJ0536
 FJ0536  HORZ ORDER      -  SECOND
 FJ0536  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0536
 FJ0536.The horizontal coordinates were established by classical geodetic methods
 FJ0536.and adjusted by the National Geodetic Survey in November 1994.
 FJ0536
 FJ0536.The orthometric height was determined by differential leveling
 FJ0536.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0536
 FJ0536.* This is a POSTED BENCH MARK height.
 FJ0536
 FJ0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0536.GEOID18 height accuracy estimate available here.
 FJ0536
 FJ0536.Click photographs - Photos may exist for this station.
 FJ0536
 FJ0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0536
 FJ0536.The dynamic height is computed by dividing the NAVD 88
 FJ0536.geopotential number by the normal gravity value computed on the
 FJ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0536.degrees latitude (g = 980.6199 gals.).
 FJ0536
 FJ0536.The modeled gravity was interpolated from observed gravity values.
 FJ0536
 FJ0536. The following values were computed from the NAD 83(1993) position.
 FJ0536
 FJ0536;                    North         East     Units Scale Factor Converg.
 FJ0536;SPC OK N     -    57,806.545   602,432.276   MT  1.00000860   +0 00 57.0
 FJ0536;SPC OK N     -   189,653.64  1,976,479.89   sFT  1.00000860   +0 00 57.0
 FJ0536;UTM  14      - 3,931,306.665   593,102.410   MT  0.99970682   +0 35 47.8
 FJ0536
 FJ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0536!SPC OK N     -   0.99993749  x   1.00000860  =   0.99994609
 FJ0536!UTM  14      -   0.99993749  x   0.99970682  =   0.99964433
 FJ0536
 FJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9310231306(NAD 83)
 FJ0536
 FJ0536                          SUPERSEDED SURVEY CONTROL
 FJ0536
 FJ0536  NAD 83(1986)-  35 31 15.58725(N)    097 58 23.45138(W) AD(       ) 2
 FJ0536  NAD 27      -  35 31 15.40114(N)    097 58 22.27237(W) AD(       ) 2
 FJ0536  NGVD 29 (??/??/92)  425.177  (m)         1394.93   (f) ADJ UNCH    1 2
 FJ0536  NGVD 29             425.18   (m)         1394.9    (f) LEVELING    3  
 FJ0536
 FJ0536.Superseded values are not recommended for survey control.
 FJ0536
 FJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0536.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0536
 FJ0536_MARKER: DB = BENCH MARK DISK
 FJ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0536_STAMPING: G 170 1953
 FJ0536_MARK LOGO: CGS
 FJ0536_PROJECTION: FLUSH
 FJ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0536+STABILITY: SURFACE MOTION
 FJ0536
 FJ0536  HISTORY     - Date     Condition        Report By
 FJ0536  HISTORY     - 1953     MONUMENTED       CGS
 FJ0536  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0536  HISTORY     - 20040716 MARK NOT FOUND   USPSQD
 FJ0536
 FJ0536                          STATION DESCRIPTION
 FJ0536
 FJ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0536'1.5 MI SW FROM EL RENO.
 FJ0536'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0536'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG U.S.
 FJ0536'HIGHWAY 66, THENCE 0.7 MILE SOUTH ALONG AN OILED ROAD, AT THE
 FJ0536'EL RENO AIRPORT, 112 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 FJ0536'THE HANGAR, 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ROCK
 FJ0536'HOUSE, 4 FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 FJ0536'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FJ0536
 FJ0536                          STATION RECOVERY (1984)
 FJ0536
 FJ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0536'SEARCHED FOR AND NOT RECOVERED THIS DATE DUE TO YARD LANDSCAPING.
 FJ0536
 FJ0536                          STATION RECOVERY (2004)
 FJ0536
 FJ0536'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0536'THE TELEPHONE POLE HAS BEEN REMOVED, THE WITNESS POST IS GONE AND THE
 FJ0536'AREA HAS BEEN GRADED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0012 ***********************************************************************
 FK0012  DESIGNATION -  G 171
 FK0012  PID         -  FK0012
 FK0012  STATE/COUNTY-  OK/CANADIAN
 FK0012  COUNTRY     -  US
 FK0012  USGS QUAD   -  FORT RENO SW (2018)
 FK0012
 FK0012                         *CURRENT SURVEY CONTROL
 FK0012  ______________________________________________________________________
 FK0012* NAD 83(1986) POSITION- 35 37 05.     (N) 098 10 54.     (W)   SCALED
 FK0012* NAVD 88 ORTHO HEIGHT -   430.013 (meters)     1410.80  (feet) ADJUSTED
 FK0012  ______________________________________________________________________
 FK0012  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 FK0012  DYNAMIC HEIGHT  -        429.598 (meters)     1409.44  (feet) COMP
 FK0012  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 FK0012
 FK0012  VERT ORDER      -  FIRST     CLASS II
 FK0012
 FK0012.The horizontal coordinates were scaled from a map and have
 FK0012.an estimated accuracy of +/- 6 seconds.
 FK0012
 FK0012.The orthometric height was determined by differential leveling and
 FK0012.adjusted by the NATIONAL GEODETIC SURVEY
 FK0012.in June 1991.
 FK0012
 FK0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0012.GEOID18 height accuracy estimate available here.
 FK0012
 FK0012.Click photographs - Photos may exist for this station.
 FK0012
 FK0012.The dynamic height is computed by dividing the NAVD 88
 FK0012.geopotential number by the normal gravity value computed on the
 FK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0012.degrees latitude (g = 980.6199 gals.).
 FK0012
 FK0012.The modeled gravity was interpolated from observed gravity values.
 FK0012
 FK0012;                    North         East    Units  Estimated Accuracy
 FK0012;SPC OK N     -    68,590.      583,540.      MT  (+/- 180 meters Scaled)
 FK0012
 FK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE741418(NAD 83)
 FK0012
 FK0012                          SUPERSEDED SURVEY CONTROL
 FK0012
 FK0012  NGVD 29 (??/??/92)  429.831  (m)         1410.20   (f) ADJ UNCH    1 2
 FK0012
 FK0012.Superseded values are not recommended for survey control.
 FK0012
 FK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0012.See file dsdata.pdf to determine how the superseded data were derived.
 FK0012
 FK0012_MARKER: DB = BENCH MARK DISK
 FK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0012_STAMPING: G 171 1953
 FK0012_MARK LOGO: CGS
 FK0012_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0012+STABILITY: SURFACE MOTION
 FK0012
 FK0012  HISTORY     - Date     Condition        Report By
 FK0012  HISTORY     - 1953     MONUMENTED       CGS
 FK0012
 FK0012                          STATION DESCRIPTION
 FK0012
 FK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0012'7.9 MI E FROM GEARY.
 FK0012'7.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0012'RAILROAD FROM THE STATION AT GEARY, 14 FEET SOUTHWEST OF MILEPOST
 FK0012'527, 49.7 FEET SOUTH OF THE SOUTH RAIL, 38.2 FEET NORTH OF THE
 FK0012'CENTER LINE OF A PAVED ROAD, 2.2 FEET EAST OF A WITNESS POST,
 FK0012'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FK0012'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0037 ***********************************************************************
 FK0037  DESIGNATION -  G 172
 FK0037  PID         -  FK0037
 FK0037  STATE/COUNTY-  OK/CADDO
 FK0037  COUNTRY     -  US
 FK0037  USGS QUAD   -  BRIDGEPORT (2018)
 FK0037
 FK0037                         *CURRENT SURVEY CONTROL
 FK0037  ______________________________________________________________________
 FK0037* NAD 83(1986) POSITION- 35 32 57.     (N) 098 27 31.     (W)   SCALED
 FK0037* NAVD 88 ORTHO HEIGHT -   436.015 (meters)     1430.49  (feet) ADJUSTED
 FK0037  ______________________________________________________________________
 FK0037  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FK0037  DYNAMIC HEIGHT  -        435.582 (meters)     1429.07  (feet) COMP
 FK0037  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 FK0037
 FK0037  VERT ORDER      -  FIRST     CLASS II
 FK0037
 FK0037.The horizontal coordinates were scaled from a map and have
 FK0037.an estimated accuracy of +/- 6 seconds.
 FK0037
 FK0037.The orthometric height was determined by differential leveling and
 FK0037.adjusted by the NATIONAL GEODETIC SURVEY
 FK0037.in June 1991.
 FK0037
 FK0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0037.GEOID18 height accuracy estimate available here.
 FK0037
 FK0037.Click photographs - Photos may exist for this station.
 FK0037
 FK0037.The dynamic height is computed by dividing the NAVD 88
 FK0037.geopotential number by the normal gravity value computed on the
 FK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0037.degrees latitude (g = 980.6199 gals.).
 FK0037
 FK0037.The modeled gravity was interpolated from observed gravity values.
 FK0037
 FK0037;                    North         East    Units  Estimated Accuracy
 FK0037;SPC OK S     -   245,900.      558,410.      MT  (+/- 180 meters Scaled)
 FK0037
 FK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE490340(NAD 83)
 FK0037
 FK0037                          SUPERSEDED SURVEY CONTROL
 FK0037
 FK0037  NGVD 29 (??/??/92)  435.822  (m)         1429.86   (f) ADJ UNCH    1 2
 FK0037
 FK0037.Superseded values are not recommended for survey control.
 FK0037
 FK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0037.See file dsdata.pdf to determine how the superseded data were derived.
 FK0037
 FK0037_MARKER: DB = BENCH MARK DISK
 FK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0037_STAMPING: G 172 1953
 FK0037_MARK LOGO: CGS
 FK0037_PROJECTION: FLUSH
 FK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0037+STABILITY: SURFACE MOTION
 FK0037
 FK0037  HISTORY     - Date     Condition        Report By
 FK0037  HISTORY     - 1953     MONUMENTED       CGS
 FK0037  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0037
 FK0037                          STATION DESCRIPTION
 FK0037
 FK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0037'4.1 MI W FROM BRIDGEPORT.
 FK0037'4.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0037'RAILROAD FROM THE STATION AT BRIDGEPORT, 64 FEET SOUTHWEST OF
 FK0037'BRIDGE 5475, 47 FEET SOUTH OF THE SOUTH RAIL, 14 FEET WEST OF THE
 FK0037'CENTER OF A STEEL GATE, 11 FEET NORTH OF A 36 INCH ELM TREE, 1
 FK0037'FOOT NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE
 FK0037'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FK0037
 FK0037                          STATION RECOVERY (1976)
 FK0037
 FK0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0186 ***********************************************************************
 FK0186  DESIGNATION -  G 173
 FK0186  PID         -  FK0186
 FK0186  STATE/COUNTY-  OK/CUSTER
 FK0186  COUNTRY     -  US
 FK0186  USGS QUAD   -  WEATHERFORD (2018)
 FK0186
 FK0186                         *CURRENT SURVEY CONTROL
 FK0186  ______________________________________________________________________
 FK0186* NAD 83(1986) POSITION- 35 31 47.     (N) 098 44 31.     (W)   SCALED
 FK0186* NAVD 88 ORTHO HEIGHT -   517.615 (meters)     1698.21  (feet) ADJUSTED
 FK0186  ______________________________________________________________________
 FK0186  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 FK0186  DYNAMIC HEIGHT  -        517.100 (meters)     1696.52  (feet) COMP
 FK0186  MODELED GRAVITY -    979,623.1   (mgal)                       NAVD 88
 FK0186
 FK0186  VERT ORDER      -  FIRST     CLASS II
 FK0186
 FK0186.The horizontal coordinates were scaled from a map and have
 FK0186.an estimated accuracy of +/- 6 seconds.
 FK0186
 FK0186.The orthometric height was determined by differential leveling and
 FK0186.adjusted by the NATIONAL GEODETIC SURVEY
 FK0186.in June 1991.
 FK0186
 FK0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0186.GEOID18 height accuracy estimate available here.
 FK0186
 FK0186.Click photographs - Photos may exist for this station.
 FK0186
 FK0186.The dynamic height is computed by dividing the NAVD 88
 FK0186.geopotential number by the normal gravity value computed on the
 FK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0186.degrees latitude (g = 980.6199 gals.).
 FK0186
 FK0186.The modeled gravity was interpolated from observed gravity values.
 FK0186
 FK0186;                    North         East    Units  Estimated Accuracy
 FK0186;SPC OK N     -    59,030.      532,710.      MT  (+/- 180 meters Scaled)
 FK0186
 FK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE233318(NAD 83)
 FK0186
 FK0186                          SUPERSEDED SURVEY CONTROL
 FK0186
 FK0186  NGVD 29 (??/??/92)  517.406  (m)         1697.52   (f) ADJ UNCH    1 2
 FK0186
 FK0186.Superseded values are not recommended for survey control.
 FK0186
 FK0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0186.See file dsdata.pdf to determine how the superseded data were derived.
 FK0186
 FK0186_MARKER: DB = BENCH MARK DISK
 FK0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0186_STAMPING: G 173 1953
 FK0186_MARK LOGO: CGS
 FK0186_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0186+STABILITY: SURFACE MOTION
 FK0186
 FK0186  HISTORY     - Date     Condition        Report By
 FK0186  HISTORY     - 1953     MONUMENTED       CGS
 FK0186
 FK0186                          STATION DESCRIPTION
 FK0186
 FK0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0186'1.9 M W FROM WEATHERFORD.
 FK0186'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0186'RAILROAD FROM THE STATION AT WEATHERFORD, 23 1/2 POLES WEST
 FK0186'OF MILEPOST 564, 44.6 FEET NORTHEAST OF THE NORTHEAST RAIL,
 FK0186'2.5 FEET SOUTHWEST OF A FENCE, 2.8 FEET SOUTHEAST OF A WITNESS
 FK0186'POST, 5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A
 FK0186'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0311 ***********************************************************************
 FK0311  DESIGNATION -  G 174
 FK0311  PID         -  FK0311
 FK0311  STATE/COUNTY-  OK/WASHITA
 FK0311  COUNTRY     -  US
 FK0311  USGS QUAD   -  FOSS (2018)
 FK0311
 FK0311                         *CURRENT SURVEY CONTROL
 FK0311  ______________________________________________________________________
 FK0311* NAD 83(1986) POSITION- 35 27 12.     (N) 099 10 10.     (W)   SCALED
 FK0311* NAVD 88 ORTHO HEIGHT -   496.686 (meters)     1629.54  (feet) ADJUSTED
 FK0311  ______________________________________________________________________
 FK0311  GEOID HEIGHT    -        -27.346 (meters)                     GEOID18
 FK0311  DYNAMIC HEIGHT  -        496.176 (meters)     1627.87  (feet) COMP
 FK0311  MODELED GRAVITY -    979,592.7   (mgal)                       NAVD 88
 FK0311
 FK0311  VERT ORDER      -  FIRST     CLASS II
 FK0311
 FK0311.The horizontal coordinates were scaled from a map and have
 FK0311.an estimated accuracy of +/- 6 seconds.
 FK0311
 FK0311.The orthometric height was determined by differential leveling and
 FK0311.adjusted by the NATIONAL GEODETIC SURVEY
 FK0311.in June 1991.
 FK0311
 FK0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0311.GEOID18 height accuracy estimate available here.
 FK0311
 FK0311.Click photographs - Photos may exist for this station.
 FK0311
 FK0311.The dynamic height is computed by dividing the NAVD 88
 FK0311.geopotential number by the normal gravity value computed on the
 FK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0311.degrees latitude (g = 980.6199 gals.).
 FK0311
 FK0311.The modeled gravity was interpolated from observed gravity values.
 FK0311
 FK0311;                    North         East    Units  Estimated Accuracy
 FK0311;SPC OK S     -   235,790.      493,830.      MT  (+/- 180 meters Scaled)
 FK0311
 FK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME846233(NAD 83)
 FK0311
 FK0311                          SUPERSEDED SURVEY CONTROL
 FK0311
 FK0311  NGVD 29 (??/??/92)  496.461  (m)         1628.81   (f) ADJ UNCH    1 2
 FK0311
 FK0311.Superseded values are not recommended for survey control.
 FK0311
 FK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0311.See file dsdata.pdf to determine how the superseded data were derived.
 FK0311
 FK0311_MARKER: DB = BENCH MARK DISK
 FK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0311_STAMPING: G 174 1953
 FK0311_MARK LOGO: CGS
 FK0311_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0311+STABILITY: SURFACE MOTION
 FK0311
 FK0311  HISTORY     - Date     Condition        Report By
 FK0311  HISTORY     - 1953     MONUMENTED       CGS
 FK0311  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0311
 FK0311                          STATION DESCRIPTION
 FK0311
 FK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0311'AT FOSS.
 FK0311'AT FOSS, 242.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 FK0311'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 65 FEET
 FK0311'NORTHWEST OF THE CENTER OF AN OILED ROAD CROSSING, 46.7 FEET
 FK0311'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 10 FEET
 FK0311'SOUTHWEST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A WITNESS
 FK0311'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 FK0311'FOOT ABOVE THE GROUND.
 FK0311
 FK0311                          STATION RECOVERY (1981)
 FK0311
 FK0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0311'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0338 ***********************************************************************
 FK0338  DESIGNATION -  G 175
 FK0338  PID         -  FK0338
 FK0338  STATE/COUNTY-  OK/BECKHAM
 FK0338  COUNTRY     -  US
 FK0338  USGS QUAD   -  ELK CITY (2018)
 FK0338
 FK0338                         *CURRENT SURVEY CONTROL
 FK0338  ______________________________________________________________________
 FK0338* NAD 83(1986) POSITION- 35 25 21.     (N) 099 23 41.     (W)   SCALED
 FK0338* NAVD 88 ORTHO HEIGHT -   600.610 (meters)     1970.50  (feet) ADJUSTED
 FK0338  ______________________________________________________________________
 FK0338  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 FK0338  DYNAMIC HEIGHT  -        599.984 (meters)     1968.45  (feet) COMP
 FK0338  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 FK0338
 FK0338  VERT ORDER      -  FIRST     CLASS II
 FK0338
 FK0338.This mark is at Elk City Airport (ELK)
 FK0338
 FK0338.The horizontal coordinates were scaled from a map and have
 FK0338.an estimated accuracy of +/- 6 seconds.
 FK0338
 FK0338.The orthometric height was determined by differential leveling and
 FK0338.adjusted by the NATIONAL GEODETIC SURVEY
 FK0338.in June 1991.
 FK0338
 FK0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0338.GEOID18 height accuracy estimate available here.
 FK0338
 FK0338.Click photographs - Photos may exist for this station.
 FK0338
 FK0338.The dynamic height is computed by dividing the NAVD 88
 FK0338.geopotential number by the normal gravity value computed on the
 FK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0338.degrees latitude (g = 980.6199 gals.).
 FK0338
 FK0338.The modeled gravity was interpolated from observed gravity values.
 FK0338
 FK0338;                    North         East    Units  Estimated Accuracy
 FK0338;SPC OK S     -   232,620.      473,340.      MT  (+/- 180 meters Scaled)
 FK0338
 FK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME641199(NAD 83)
 FK0338
 FK0338                          SUPERSEDED SURVEY CONTROL
 FK0338
 FK0338  NGVD 29 (??/??/92)  600.348  (m)         1969.64   (f) ADJ UNCH    1 2
 FK0338
 FK0338.Superseded values are not recommended for survey control.
 FK0338
 FK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0338.See file dsdata.pdf to determine how the superseded data were derived.
 FK0338
 FK0338_MARKER: DB = BENCH MARK DISK
 FK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0338_STAMPING: G 175 1953
 FK0338_MARK LOGO: CGS
 FK0338_PROJECTION: PROJECTING 3 CENTIMETERS
 FK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0338+STABILITY: SURFACE MOTION
 FK0338
 FK0338  HISTORY     - Date     Condition        Report By
 FK0338  HISTORY     - 1953     MONUMENTED       CGS
 FK0338  HISTORY     - 1955     GOOD             CGS
 FK0338  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0338
 FK0338                          STATION DESCRIPTION
 FK0338
 FK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0338'1.2 MI NE FROM ELK CITY.
 FK0338'0.1 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 FK0338'ELK CITY, THENCE 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66, AT
 FK0338'THE ELK CITY MUNICIPAL GOLF COURSE WHICH WAS THE ELK CITY
 FK0338'MUNICIPAL AIRPORT, 157 FEET NORTHEAST OF THE GOLF COURSE OFFICE,
 FK0338'111 FEET NORTH OF THE NORTHEAST CORNER OF THE SOUTH HANGAR, 2.3
 FK0338'FEET SOUTH OF A WITNESS POST, 125 YARDS SOUTHEAST OF THE BEACON
 FK0338'TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 FK0338'ABOVE THE GROUND.
 FK0338
 FK0338                          STATION RECOVERY (1986)
 FK0338
 FK0338'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0413 ***********************************************************************
 FK0413  DESIGNATION -  G 176
 FK0413  PID         -  FK0413
 FK0413  STATE/COUNTY-  OK/BECKHAM
 FK0413  COUNTRY     -  US
 FK0413  USGS QUAD   -  SAYRE (2018)
 FK0413
 FK0413                         *CURRENT SURVEY CONTROL
 FK0413  ______________________________________________________________________
 FK0413* NAD 83(1986) POSITION- 35 15 53.     (N) 099 41 49.     (W)   SCALED
 FK0413* NAVD 88 ORTHO HEIGHT -   558.422 (meters)     1832.09  (feet) ADJUSTED
 FK0413  ______________________________________________________________________
 FK0413  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 FK0413  DYNAMIC HEIGHT  -        557.848 (meters)     1830.21  (feet) COMP
 FK0413  MODELED GRAVITY -    979,587.3   (mgal)                       NAVD 88
 FK0413
 FK0413  VERT ORDER      -  FIRST     CLASS II
 FK0413
 FK0413.The horizontal coordinates were scaled from a map and have
 FK0413.an estimated accuracy of +/- 6 seconds.
 FK0413
 FK0413.The orthometric height was determined by differential leveling and
 FK0413.adjusted by the NATIONAL GEODETIC SURVEY
 FK0413.in June 1991.
 FK0413
 FK0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0413.GEOID18 height accuracy estimate available here.
 FK0413
 FK0413.Click photographs - Photos may exist for this station.
 FK0413
 FK0413.The dynamic height is computed by dividing the NAVD 88
 FK0413.geopotential number by the normal gravity value computed on the
 FK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0413.degrees latitude (g = 980.6199 gals.).
 FK0413
 FK0413.The modeled gravity was interpolated from observed gravity values.
 FK0413
 FK0413;                    North         East    Units  Estimated Accuracy
 FK0413;SPC OK S     -   215,540.      445,600.      MT  (+/- 180 meters Scaled)
 FK0413
 FK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME366026(NAD 83)
 FK0413
 FK0413                          SUPERSEDED SURVEY CONTROL
 FK0413
 FK0413  NGVD 29 (??/??/92)  558.198  (m)         1831.35   (f) ADJ UNCH    1 2
 FK0413
 FK0413.Superseded values are not recommended for survey control.
 FK0413
 FK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0413.See file dsdata.pdf to determine how the superseded data were derived.
 FK0413
 FK0413_MARKER: DB = BENCH MARK DISK
 FK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0413_STAMPING: G 176 1953
 FK0413_MARK LOGO: CGS
 FK0413_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0413+STABILITY: SURFACE MOTION
 FK0413
 FK0413  HISTORY     - Date     Condition        Report By
 FK0413  HISTORY     - 1953     MONUMENTED       CGS
 FK0413
 FK0413                          STATION DESCRIPTION
 FK0413
 FK0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0413'4.1 MI SW FROM SAYRE.
 FK0413'4.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0413'RAILROAD FROM THE STATION AT SAYRE, 58 FEET NORTHWEST OF THE
 FK0413'CENTER OF A PRIVATE ROAD CROSSING, 41 FEET NORTH OF THE NORTH
 FK0413'RAIL, 47 FEET WEST OF THE CENTER OF A STEEL GATE, 7 FEET SOUTH
 FK0413'OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FK0413'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0234 ***********************************************************************
 EM0234  DESIGNATION -  G 177
 EM0234  PID         -  EM0234
 EM0234  STATE/COUNTY-  OK/JACKSON
 EM0234  COUNTRY     -  US
 EM0234  USGS QUAD   -  ALTUS (2018)
 EM0234
 EM0234                         *CURRENT SURVEY CONTROL
 EM0234  ______________________________________________________________________
 EM0234* NAD 83(1986) POSITION- 34 39 15.     (N) 099 16 46.     (W)   SCALED
 EM0234* NAVD 88 ORTHO HEIGHT -   412.483 (meters)     1353.29  (feet) ADJUSTED
 EM0234  ______________________________________________________________________
 EM0234  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 EM0234  DYNAMIC HEIGHT  -        412.045 (meters)     1351.85  (feet) COMP
 EM0234  MODELED GRAVITY -    979,562.3   (mgal)                       NAVD 88
 EM0234
 EM0234  VERT ORDER      -  FIRST     CLASS II
 EM0234
 EM0234.The horizontal coordinates were scaled from a map and have
 EM0234.an estimated accuracy of +/- 6 seconds.
 EM0234
 EM0234.The orthometric height was determined by differential leveling and
 EM0234.adjusted by the NATIONAL GEODETIC SURVEY
 EM0234.in June 1991.
 EM0234
 EM0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0234.GEOID18 height accuracy estimate available here.
 EM0234
 EM0234.Click photographs - Photos may exist for this station.
 EM0234
 EM0234.The dynamic height is computed by dividing the NAVD 88
 EM0234.geopotential number by the normal gravity value computed on the
 EM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0234.degrees latitude (g = 980.6199 gals.).
 EM0234
 EM0234.The modeled gravity was interpolated from observed gravity values.
 EM0234
 EM0234;                    North         East    Units  Estimated Accuracy
 EM0234;SPC OK S     -   147,260.      482,720.      MT  (+/- 180 meters Scaled)
 EM0234
 EM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD743347(NAD 83)
 EM0234
 EM0234                          SUPERSEDED SURVEY CONTROL
 EM0234
 EM0234  NGVD 29 (??/??/92)  412.322  (m)         1352.76   (f) ADJ UNCH    1 2
 EM0234
 EM0234.Superseded values are not recommended for survey control.
 EM0234
 EM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0234.See file dsdata.pdf to determine how the superseded data were derived.
 EM0234
 EM0234_MARKER: DB = BENCH MARK DISK
 EM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0234_STAMPING: G 177 1956
 EM0234_MARK LOGO: CGS
 EM0234_PROJECTION: RECESSED 6 CENTIMETERS
 EM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0234+STABILITY: SURFACE MOTION
 EM0234
 EM0234  HISTORY     - Date     Condition        Report By
 EM0234  HISTORY     - 1956     MONUMENTED       CGS
 EM0234  HISTORY     - 1963     GOOD             CGS
 EM0234
 EM0234                          STATION DESCRIPTION
 EM0234
 EM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0234'5.0 MI NE FROM ALTUS.
 EM0234'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0234'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0234'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0234'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.4 MILE
 EM0234'NORTH ACROSS THE AIRPORT, AT THE ALTUS AIR FORCE BASE, 13 FEET
 EM0234'SOUTHEAST OF A LIGHT POST, 77 FEET NORTHEAST OF A FENCE CORNER, 78
 EM0234'FEET SOUTH OF THE SOUTHEAST CORNER OF WOODEN BUILDING S - 271, SET IN
 EM0234'THE TOP OF CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 EM0234'GROUND.
 EM0234
 EM0234                          STATION RECOVERY (1963)
 EM0234
 EM0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0545 ***********************************************************************
 GH0545  DESIGNATION -  G 18
 GH0545  PID         -  GH0545
 GH0545  STATE/COUNTY-  OK/TULSA
 GH0545  COUNTRY     -  US
 GH0545  USGS QUAD   -  SAND SPRINGS (2018)
 GH0545
 GH0545                         *CURRENT SURVEY CONTROL
 GH0545  ______________________________________________________________________
 GH0545* NAD 83(1986) POSITION- 36 09 01.     (N) 096 00 06.     (W)   SCALED
 GH0545* NAVD 88 ORTHO HEIGHT -   202.860 (meters)      665.55  (feet) ADJUSTED
 GH0545  ______________________________________________________________________
 GH0545  GEOID HEIGHT    -        -28.881 (meters)                     GEOID18
 GH0545  DYNAMIC HEIGHT  -        202.683 (meters)      664.97  (feet) COMP
 GH0545  MODELED GRAVITY -    979,756.7   (mgal)                       NAVD 88
 GH0545
 GH0545  VERT ORDER      -  FIRST     CLASS II
 GH0545
 GH0545.The horizontal coordinates were scaled from a map and have
 GH0545.an estimated accuracy of +/- 6 seconds.
 GH0545
 GH0545.The orthometric height was determined by differential leveling and
 GH0545.adjusted by the NATIONAL GEODETIC SURVEY
 GH0545.in June 1991.
 GH0545
 GH0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0545.GEOID18 height accuracy estimate available here.
 GH0545
 GH0545.Click photographs - Photos may exist for this station.
 GH0545
 GH0545.The dynamic height is computed by dividing the NAVD 88
 GH0545.geopotential number by the normal gravity value computed on the
 GH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0545.degrees latitude (g = 980.6199 gals.).
 GH0545
 GH0545.The modeled gravity was interpolated from observed gravity values.
 GH0545
 GH0545;                    North         East    Units  Estimated Accuracy
 GH0545;SPC OK N     -   129,480.      779,810.      MT  (+/- 180 meters Scaled)
 GH0545
 GH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF697047(NAD 83)
 GH0545
 GH0545                          SUPERSEDED SURVEY CONTROL
 GH0545
 GH0545  NGVD 29 (??/??/92)  202.741  (m)          665.16   (f) ADJ UNCH    1 2
 GH0545
 GH0545.Superseded values are not recommended for survey control.
 GH0545
 GH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0545.See file dsdata.pdf to determine how the superseded data were derived.
 GH0545
 GH0545_MARKER: DB = BENCH MARK DISK
 GH0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0545_STAMPING: G 18 1933
 GH0545_MARK LOGO: CGS
 GH0545_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0545+STABILITY: SURFACE MOTION
 GH0545
 GH0545  HISTORY     - Date     Condition        Report By
 GH0545  HISTORY     - 1933     MONUMENTED       CGS
 GH0545  HISTORY     - 20081105 MARK NOT FOUND   AIRDAT
 GH0545
 GH0545                          STATION DESCRIPTION
 GH0545
 GH0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0545'0.6 MI SW FROM TULSA.
 GH0545'ABOUT 0.6 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0545'RAILWAY FROM THE UNION STATION AT TULSA, TULSA COUNTY,
 GH0545'AT MILEGE 424.2, 112 FEET NORTHEAST OF THE SECOND PIER OF THE
 GH0545'THIRD STREET VIADUCT, ABOUT 45 FEET NORTHWEST OF THE NORTH
 GH0545'RAIL OF THE MAIN TRACK, AND 17 FEET SOUTHEAST OF THE SOUTH
 GH0545'RAIL OF THE MAIN TRACK OF THE SAND SPRINGS TRACTION CO.  A
 GH0545'STANDARD DISK, STAMPED G 18 1933 AND SET IN THE TOP OF A
 GH0545'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GH0545
 GH0545                          STATION RECOVERY (2008)
 GH0545
 GH0545'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GH0545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0046 ***********************************************************************
 GJ0046  DESIGNATION -  G 180
 GJ0046  PID         -  GJ0046
 GJ0046  STATE/COUNTY-  OK/GRANT
 GJ0046  COUNTRY     -  US
 GJ0046  USGS QUAD   -  MANCHESTER (2018)
 GJ0046
 GJ0046                         *CURRENT SURVEY CONTROL
 GJ0046  ______________________________________________________________________
 GJ0046* NAD 83(1986) POSITION- 36 58 12.     (N) 098 00 43.     (W)   SCALED
 GJ0046* NAVD 88 ORTHO HEIGHT -   368.324 (meters)     1208.41  (feet) ADJUSTED
 GJ0046  ______________________________________________________________________
 GJ0046  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 GJ0046  DYNAMIC HEIGHT  -        368.016 (meters)     1207.40  (feet) COMP
 GJ0046  MODELED GRAVITY -    979,785.6   (mgal)                       NAVD 88
 GJ0046
 GJ0046  VERT ORDER      -  FIRST     CLASS II
 GJ0046
 GJ0046.The horizontal coordinates were scaled from a map and have
 GJ0046.an estimated accuracy of +/- 6 seconds.
 GJ0046
 GJ0046.The orthometric height was determined by differential leveling and
 GJ0046.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0046.in June 1991.
 GJ0046
 GJ0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0046.GEOID18 height accuracy estimate available here.
 GJ0046
 GJ0046.Click photographs - Photos may exist for this station.
 GJ0046
 GJ0046.The dynamic height is computed by dividing the NAVD 88
 GJ0046.geopotential number by the normal gravity value computed on the
 GJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0046.degrees latitude (g = 980.6199 gals.).
 GJ0046
 GJ0046.The modeled gravity was interpolated from observed gravity values.
 GJ0046
 GJ0046;                    North         East    Units  Estimated Accuracy
 GJ0046;SPC OK N     -   218,590.      598,940.      MT  (+/- 180 meters Scaled)
 GJ0046
 GJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF879920(NAD 83)
 GJ0046
 GJ0046                          SUPERSEDED SURVEY CONTROL
 GJ0046
 GJ0046  NGVD 29 (??/??/92)  368.208  (m)         1208.03   (f) ADJ UNCH    1 2
 GJ0046
 GJ0046.Superseded values are not recommended for survey control.
 GJ0046
 GJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0046.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0046
 GJ0046_MARKER: DB = BENCH MARK DISK
 GJ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0046_STAMPING: G 180 1953
 GJ0046_MARK LOGO: CGS
 GJ0046_PROJECTION: PROJECTING 9 CENTIMETERS
 GJ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0046+STABILITY: SURFACE MOTION
 GJ0046
 GJ0046  HISTORY     - Date     Condition        Report By
 GJ0046  HISTORY     - 1953     MONUMENTED       CGS
 GJ0046  HISTORY     - 1985     GOOD             NGS
 GJ0046
 GJ0046                          STATION DESCRIPTION
 GJ0046
 GJ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GJ0046'2.3 MI SE FROM MANCHESTER.
 GJ0046'2.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0046'RAILROAD FROM THE STATION AT MANCHESTER, 3 POLES SOUTHEAST OF A
 GJ0046'ROAD CROSSING, ACROSS THE TRACK FROM MILEPOST 83, 45 FEET
 GJ0046'NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE,
 GJ0046'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GJ0046'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GJ0046
 GJ0046                          STATION RECOVERY (1985)
 GJ0046
 GJ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GJ0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0248 ***********************************************************************
 GH0248  DESIGNATION -  G 181
 GH0248  PID         -  GH0248
 GH0248  STATE/COUNTY-  OK/KAY
 GH0248  COUNTRY     -  US
 GH0248  USGS QUAD   -  NEWKIRK (2018)
 GH0248
 GH0248                         *CURRENT SURVEY CONTROL
 GH0248  ______________________________________________________________________
 GH0248* NAD 83(1986) POSITION- 36 53 50.     (N) 097 03 11.     (W)   SCALED
 GH0248* NAVD 88 ORTHO HEIGHT -   354.747 (meters)     1163.87  (feet) ADJUSTED
 GH0248  ______________________________________________________________________
 GH0248  GEOID HEIGHT    -        -29.018 (meters)                     GEOID18
 GH0248  DYNAMIC HEIGHT  -        354.444 (meters)     1162.87  (feet) COMP
 GH0248  MODELED GRAVITY -    979,767.8   (mgal)                       NAVD 88
 GH0248
 GH0248  VERT ORDER      -  SECOND    CLASS 0
 GH0248
 GH0248.The horizontal coordinates were scaled from a map and have
 GH0248.an estimated accuracy of +/- 6 seconds.
 GH0248
 GH0248.The orthometric height was determined by differential leveling and
 GH0248.adjusted by the NATIONAL GEODETIC SURVEY
 GH0248.in June 1991.
 GH0248
 GH0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0248.GEOID18 height accuracy estimate available here.
 GH0248
 GH0248.Click photographs - Photos may exist for this station.
 GH0248
 GH0248.The dynamic height is computed by dividing the NAVD 88
 GH0248.geopotential number by the normal gravity value computed on the
 GH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0248.degrees latitude (g = 980.6199 gals.).
 GH0248
 GH0248.The modeled gravity was interpolated from observed gravity values.
 GH0248
 GH0248;                    North         East    Units  Estimated Accuracy
 GH0248;SPC OK N     -   210,920.      684,400.      MT  (+/- 180 meters Scaled)
 GH0248
 GH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF734852(NAD 83)
 GH0248
 GH0248                          SUPERSEDED SURVEY CONTROL
 GH0248
 GH0248  NGVD 29 (??/??/92)  354.619  (m)         1163.45   (f) ADJ UNCH    2 0
 GH0248
 GH0248.Superseded values are not recommended for survey control.
 GH0248
 GH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0248.See file dsdata.pdf to determine how the superseded data were derived.
 GH0248
 GH0248_MARKER: DB = BENCH MARK DISK
 GH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0248_STAMPING: G 181 1953
 GH0248_MARK LOGO: CGS
 GH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0248+STABILITY: SURFACE MOTION
 GH0248
 GH0248  HISTORY     - Date     Condition        Report By
 GH0248  HISTORY     - 1953     MONUMENTED       CGS
 GH0248
 GH0248                          STATION DESCRIPTION
 GH0248
 GH0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0248'0.8 MI N FROM NEWKIRK.
 GH0248'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0248'FROM THE STATION AT NEWKIRK, AT A ROAD CROSSING, 2 POLES NORTH
 GH0248'OF MILEPOST 275, 46 FEET WEST OF THE WEST RAIL, 68 FEET EAST OF THE
 GH0248'CENTER LINE OF U.S. HIGHWAY 77, 90 FEET SOUTH OF THE CENTER LINE
 GH0248'OF AN EAST AND WEST ROAD, 1.5 FEET EAST OF A FENCE, 3 FEET SOUTH
 GH0248'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0248'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0394 ***********************************************************************
 GH0394  DESIGNATION -  G 183
 GH0394  PID         -  GH0394
 GH0394  STATE/COUNTY-  OK/GARFIELD
 GH0394  COUNTRY     -  US
 GH0394  USGS QUAD   -  WAUKOMIS (2018)
 GH0394
 GH0394                         *CURRENT SURVEY CONTROL
 GH0394  ______________________________________________________________________
 GH0394* NAD 83(1986) POSITION- 36 16 23.     (N) 097 53 38.     (W)   SCALED
 GH0394* NAVD 88 ORTHO HEIGHT -   377.928 (meters)     1239.92  (feet) POSTED
 GH0394  ______________________________________________________________________
 GH0394  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 GH0394  DYNAMIC HEIGHT  -        377.59  (meters)     1238.8   (feet) COMP
 GH0394  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 GH0394
 GH0394  VERT ORDER      -  * POSTED, SEE BELOW
 GH0394
 GH0394.The horizontal coordinates were scaled from a map and have
 GH0394.an estimated accuracy of +/- 6 seconds.
 GH0394
 GH0394.The orthometric height was determined by differential leveling
 GH0394.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0394
 GH0394.* This is a POSTED BENCH MARK height.
 GH0394
 GH0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0394.GEOID18 height accuracy estimate available here.
 GH0394
 GH0394.Click photographs - Photos may exist for this station.
 GH0394
 GH0394.The dynamic height is computed by dividing the NAVD 88
 GH0394.geopotential number by the normal gravity value computed on the
 GH0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0394.degrees latitude (g = 980.6199 gals.).
 GH0394
 GH0394.The modeled gravity was interpolated from observed gravity values.
 GH0394
 GH0394;                    North         East    Units  Estimated Accuracy
 GH0394;SPC OK N     -   141,260.      609,530.      MT  (+/- 180 meters Scaled)
 GH0394
 GH0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF993148(NAD 83)
 GH0394
 GH0394                          SUPERSEDED SURVEY CONTROL
 GH0394
 GH0394  NGVD 29 (??/??/92)  377.789  (m)         1239.46   (f) ADJ UNCH    1 2
 GH0394
 GH0394.Superseded values are not recommended for survey control.
 GH0394
 GH0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0394.See file dsdata.pdf to determine how the superseded data were derived.
 GH0394
 GH0394_MARKER: DB = BENCH MARK DISK
 GH0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0394_STAMPING: G 183 1953
 GH0394_MARK LOGO: CGS
 GH0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0394+STABILITY: SURFACE MOTION
 GH0394
 GH0394  HISTORY     - Date     Condition        Report By
 GH0394  HISTORY     - 1953     MONUMENTED       CGS
 GH0394  HISTORY     - 1985     GOOD             NGS
 GH0394
 GH0394                          STATION DESCRIPTION
 GH0394
 GH0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0394'0.5 MI S FROM WAUKOMIS.
 GH0394'0.5 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0394'FROM THE STATION AT WAUKOMIS, 3 POLES SOUTH OF MILEPOST 350, 5 POLES
 GH0394'SOUTH OF A ROAD CROSSING, 87 FEET EAST OF THE EAST RAIL, 78
 GH0394'FEET EAST OF SEMAPHORE 350-1, 2.5 FEET WEST OF A FENCE, 2 FEET
 GH0394'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0394'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0394
 GH0394                          STATION RECOVERY (1985)
 GH0394
 GH0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0369 ***********************************************************************
 GH0369  DESIGNATION -  G 184
 GH0369  PID         -  GH0369
 GH0369  STATE/COUNTY-  OK/KINGFISHER
 GH0369  COUNTRY     -  US
 GH0369  USGS QUAD   -  HENNESSEY (2018)
 GH0369
 GH0369                         *CURRENT SURVEY CONTROL
 GH0369  ______________________________________________________________________
 GH0369* NAD 83(1986) POSITION- 36 05 15.     (N) 097 54 13.     (W)   SCALED
 GH0369* NAVD 88 ORTHO HEIGHT -   351.204 (meters)     1152.24  (feet) ADJUSTED
 GH0369  ______________________________________________________________________
 GH0369  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 GH0369  DYNAMIC HEIGHT  -        350.888 (meters)     1151.21  (feet) COMP
 GH0369  MODELED GRAVITY -    979,722.2   (mgal)                       NAVD 88
 GH0369
 GH0369  VERT ORDER      -  FIRST     CLASS II
 GH0369
 GH0369.The horizontal coordinates were scaled from a map and have
 GH0369.an estimated accuracy of +/- 6 seconds.
 GH0369
 GH0369.The orthometric height was determined by differential leveling and
 GH0369.adjusted by the NATIONAL GEODETIC SURVEY
 GH0369.in June 1991.
 GH0369
 GH0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0369.GEOID18 height accuracy estimate available here.
 GH0369
 GH0369.Click photographs - Photos may exist for this station.
 GH0369
 GH0369.The dynamic height is computed by dividing the NAVD 88
 GH0369.geopotential number by the normal gravity value computed on the
 GH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0369.degrees latitude (g = 980.6199 gals.).
 GH0369
 GH0369.The modeled gravity was interpolated from observed gravity values.
 GH0369
 GH0369;                    North         East    Units  Estimated Accuracy
 GH0369;SPC OK N     -   120,670.      608,680.      MT  (+/- 180 meters Scaled)
 GH0369
 GH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE987942(NAD 83)
 GH0369
 GH0369                          SUPERSEDED SURVEY CONTROL
 GH0369
 GH0369  NGVD 29 (??/??/92)  351.101  (m)         1151.90   (f) SUPERSEDED  1 2
 GH0369  NGVD 29 (04/22/92)  351.034  (m)         1151.68   (f) ADJUSTED    1 2
 GH0369
 GH0369.Superseded values are not recommended for survey control.
 GH0369
 GH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0369.See file dsdata.pdf to determine how the superseded data were derived.
 GH0369
 GH0369_MARKER: DB = BENCH MARK DISK
 GH0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0369_STAMPING: G 184 1953
 GH0369_MARK LOGO: CGS
 GH0369_PROJECTION: PROJECTING 2 CENTIMETERS
 GH0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0369+STABILITY: SURFACE MOTION
 GH0369
 GH0369  HISTORY     - Date     Condition        Report By
 GH0369  HISTORY     - 1953     MONUMENTED       CGS
 GH0369  HISTORY     - 1985     GOOD             NGS
 GH0369
 GH0369                          STATION DESCRIPTION
 GH0369
 GH0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0369'1.5 MI S FROM HENNESSEY.
 GH0369'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0369'RAILROAD FROM THE STATION AT HENNESSEY, AT A ROAD CROSSING, 54
 GH0369'FEET SOUTH OF THE CENTER LINE OF A ROAD, 44 FEET WEST OF THE WEST
 GH0369'RAIL, 15 FEET SOUTHWEST OF THE 2ND POLE NORTH OF MILEPOST 363,
 GH0369'3 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 GH0369'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0369'GROUND.
 GH0369
 GH0369                          STATION RECOVERY (1985)
 GH0369
 GH0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0369'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.20 KM (1.37
 GH0369'MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT HENNESSEY,
 GH0369'THENCE 0.44 KM (0.27 MI) WEST ALONG A PAVED SECTION LINE ROAD, IN THE
 GH0369'SOUTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND AND
 GH0369'PACIFIC RAILROAD, 16.5 METERS (54 FT) SOUTH OF THE CENTER OF THE ROAD,
 GH0369'13.4 METERS (44 FT) WEST OF THE WEST RAIL, 20.0 METERS (65.5 FT) EAST
 GH0369'OF THE SOUTHEAST CORNER OF A METAL SHED (OIL PUMPING STATION), 11.1
 GH0369'METERS (36.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A PIPE
 GH0369'FENCE AND 4.6 METERS (15 FT) SOUTHWEST OF THE SECOND TELEPHONE POLE
 GH0369'NORTH OF RAILROAD MILEPOLE 363.
 GH0369'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0369'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0561 ***********************************************************************
 FJ0561  DESIGNATION -  G 185
 FJ0561  PID         -  FJ0561
 FJ0561  STATE/COUNTY-  OK/KINGFISHER
 FJ0561  COUNTRY     -  US
 FJ0561  USGS QUAD   -  KINGFISHER (2018)
 FJ0561
 FJ0561                         *CURRENT SURVEY CONTROL
 FJ0561  ______________________________________________________________________
 FJ0561* NAD 83(1986) POSITION- 35 47 09.     (N) 097 56 58.     (W)   SCALED
 FJ0561* NAVD 88 ORTHO HEIGHT -   346.386 (meters)     1136.43  (feet) ADJUSTED
 FJ0561  ______________________________________________________________________
 FJ0561  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 FJ0561  DYNAMIC HEIGHT  -        346.066 (meters)     1135.38  (feet) COMP
 FJ0561  MODELED GRAVITY -    979,700.4   (mgal)                       NAVD 88
 FJ0561
 FJ0561  VERT ORDER      -  FIRST     CLASS II
 FJ0561
 FJ0561.The horizontal coordinates were scaled from a map and have
 FJ0561.an estimated accuracy of +/- 6 seconds.
 FJ0561
 FJ0561.The orthometric height was determined by differential leveling and
 FJ0561.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0561.in June 1991.
 FJ0561
 FJ0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0561.GEOID18 height accuracy estimate available here.
 FJ0561
 FJ0561.Click photographs - Photos may exist for this station.
 FJ0561
 FJ0561.The dynamic height is computed by dividing the NAVD 88
 FJ0561.geopotential number by the normal gravity value computed on the
 FJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0561.degrees latitude (g = 980.6199 gals.).
 FJ0561
 FJ0561.The modeled gravity was interpolated from observed gravity values.
 FJ0561
 FJ0561;                    North         East    Units  Estimated Accuracy
 FJ0561;SPC OK N     -    87,190.      604,570.      MT  (+/- 180 meters Scaled)
 FJ0561
 FJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE949607(NAD 83)
 FJ0561
 FJ0561                          SUPERSEDED SURVEY CONTROL
 FJ0561
 FJ0561  NGVD 29 (??/??/92)  346.246  (m)         1135.98   (f) SUPERSEDED  1 2
 FJ0561  NGVD 29 (04/22/92)  346.232  (m)         1135.93   (f) ADJUSTED    1 2
 FJ0561
 FJ0561.Superseded values are not recommended for survey control.
 FJ0561
 FJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0561.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0561
 FJ0561_MARKER: DB = BENCH MARK DISK
 FJ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0561_STAMPING: G 185 1953
 FJ0561_MARK LOGO: CGS
 FJ0561_PROJECTION: PROJECTING 12 CENTIMETERS
 FJ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0561+STABILITY: SURFACE MOTION
 FJ0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0561+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 FJ0561
 FJ0561  HISTORY     - Date     Condition        Report By
 FJ0561  HISTORY     - 1953     MONUMENTED       CGS
 FJ0561  HISTORY     - 1985     GOOD             NGS
 FJ0561  HISTORY     - 20191212 GOOD             OKDOT
 FJ0561
 FJ0561                          STATION DESCRIPTION
 FJ0561
 FJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0561'4.5 MI N FROM OKARCHE.
 FJ0561'4.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0561'RAILROAD FROM THE STATION AT OKARCHE, 75 FEET EAST OF THE CENTER
 FJ0561'LINE OF U.S. HIGHWAY 81, 38 FEET WEST OF THE WEST RAIL, 8.5 FEET
 FJ0561'NORTH OF MILEPOST 384, 2.5 FEET SOUTH OF A WITNESS POST, SET IN
 FJ0561'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FJ0561'GROUND.
 FJ0561
 FJ0561                          STATION RECOVERY (1985)
 FJ0561
 FJ0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0561'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.20 KM (4.47
 FJ0561'MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF OKLAHOMA AVENUE AT
 FJ0561'OKARCHE, ALSO 8.45 KM (5.25 MI) SOUTH ALONG US HIGHWAY 81 FROM THE
 FJ0561'COURTHOUSE AT KINGFISHER, 0.24 KM (0.15 MI) NORTH OF THE JUNCTION OF A
 FJ0561'GRAVEL SECTION LINE ROAD, 22.9 METERS (75 FT) EAST OF THE NORTH BOUND
 FJ0561'LANES, 11.6 METERS (38 FT) WEST OF THE WEST RAIL OF THE CHICAGO, ROCK
 FJ0561'ISLAND AND PACIFIC RAILROAD, 9.1 METERS (30 FT) WEST-NORTHWEST OF
 FJ0561'RAILROAD MILEPOLE 384, 3.2 METERS (10.5 FT) EAST OF THE RIGHT OF WAY
 FJ0561'FENCE AND 2.6 METERS (8.5 FT) NORTH OF A TELEPHONE POLE.
 FJ0561'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0561'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 FJ0561
 FJ0561                          STATION RECOVERY (2019)
 FJ0561
 FJ0561'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (DM)
 FJ0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0462 ***********************************************************************
 FJ0462  DESIGNATION -  G 186
 FJ0462  PID         -  FJ0462
 FJ0462  STATE/COUNTY-  OK/CANADIAN
 FJ0462  COUNTRY     -  US
 FJ0462  USGS QUAD   -  UNION CITY (2018)
 FJ0462
 FJ0462                         *CURRENT SURVEY CONTROL
 FJ0462  ______________________________________________________________________
 FJ0462* NAD 83(1986) POSITION- 35 25 16.     (N) 097 56 55.     (W)   SCALED
 FJ0462* NAVD 88 ORTHO HEIGHT -   415.406 (meters)     1362.88  (feet) POSTED
 FJ0462  ______________________________________________________________________
 FJ0462  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FJ0462  DYNAMIC HEIGHT  -        415.00  (meters)     1361.5   (feet) COMP
 FJ0462  MODELED GRAVITY -    979,633.6   (mgal)                       NAVD 88
 FJ0462
 FJ0462  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0462
 FJ0462.The horizontal coordinates were scaled from a map and have
 FJ0462.an estimated accuracy of +/- 6 seconds.
 FJ0462
 FJ0462.The orthometric height was determined by differential leveling
 FJ0462.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0462
 FJ0462.* This is a POSTED BENCH MARK height.
 FJ0462
 FJ0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0462.GEOID18 height accuracy estimate available here.
 FJ0462
 FJ0462.Click photographs - Photos may exist for this station.
 FJ0462
 FJ0462.The dynamic height is computed by dividing the NAVD 88
 FJ0462.geopotential number by the normal gravity value computed on the
 FJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0462.degrees latitude (g = 980.6199 gals.).
 FJ0462
 FJ0462.The modeled gravity was interpolated from observed gravity values.
 FJ0462
 FJ0462;                    North         East    Units  Estimated Accuracy
 FJ0462;SPC OK N     -    46,730.      604,670.      MT  (+/- 180 meters Scaled)
 FJ0462
 FJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE954202(NAD 83)
 FJ0462
 FJ0462                          SUPERSEDED SURVEY CONTROL
 FJ0462
 FJ0462  NGVD 29 (??/??/92)  415.231  (m)         1362.30   (f) ADJ UNCH    1 2
 FJ0462
 FJ0462.Superseded values are not recommended for survey control.
 FJ0462
 FJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0462.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0462
 FJ0462_MARKER: DB = BENCH MARK DISK
 FJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0462_STAMPING: G 186 1953
 FJ0462_MARK LOGO: CGS
 FJ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0462+STABILITY: SURFACE MOTION
 FJ0462
 FJ0462  HISTORY     - Date     Condition        Report By
 FJ0462  HISTORY     - 1953     MONUMENTED       CGS
 FJ0462  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0462
 FJ0462                          STATION DESCRIPTION
 FJ0462
 FJ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0462'1.9 MI N FROM UNION CITY.
 FJ0462'1.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0462'RAILROAD FROM THE STATION AT UNION CITY, AT A ROAD CROSSING, 93
 FJ0462'FEET EAST OF THE EAST RAIL, 114 FEET NORTH OF THE CENTER LINE
 FJ0462'OF A ROAD, 3 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS
 FJ0462'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FJ0462'ABOVE THE GROUND.
 FJ0462
 FJ0462                          STATION RECOVERY (1986)
 FJ0462
 FJ0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0439 ***********************************************************************
 FJ0439  DESIGNATION -  G 187
 FJ0439  PID         -  FJ0439
 FJ0439  STATE/COUNTY-  OK/GRADY
 FJ0439  COUNTRY     -  US
 FJ0439  USGS QUAD   -  POCASSET (2018)
 FJ0439
 FJ0439                         *CURRENT SURVEY CONTROL
 FJ0439  ______________________________________________________________________
 FJ0439* NAD 83(1986) POSITION- 35 12 12.45   (N) 097 57 03.19   (W)   HD_HELD1
 FJ0439* NAVD 88 ORTHO HEIGHT -   365.516 (meters)     1199.20  (feet) ADJUSTED
 FJ0439  ______________________________________________________________________
 FJ0439  GEOID HEIGHT    -        -26.812 (meters)                     GEOID18
 FJ0439  DYNAMIC HEIGHT  -        365.151 (meters)     1198.00  (feet) COMP
 FJ0439  MODELED GRAVITY -    979,624.7   (mgal)                       NAVD 88
 FJ0439
 FJ0439  VERT ORDER      -  FIRST     CLASS II
 FJ0439
 FJ0439.The horizontal coordinates were determined by differentially corrected
 FJ0439.hand held GPS observations or other comparable positioning techniques
 FJ0439.and have an estimated accuracy of +/- 3 meters.
 FJ0439
 FJ0439.The orthometric height was determined by differential leveling and
 FJ0439.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0439.in June 1991.
 FJ0439
 FJ0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0439.GEOID18 height accuracy estimate available here.
 FJ0439
 FJ0439.Click photographs - Photos may exist for this station.
 FJ0439
 FJ0439.The dynamic height is computed by dividing the NAVD 88
 FJ0439.geopotential number by the normal gravity value computed on the
 FJ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0439.degrees latitude (g = 980.6199 gals.).
 FJ0439
 FJ0439.The modeled gravity was interpolated from observed gravity values.
 FJ0439
 FJ0439;                    North         East    Units  Estimated Accuracy
 FJ0439;SPC OK S     -   207,447.9     604,472.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0439
 FJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9549796110(NAD 83)
 FJ0439
 FJ0439                          SUPERSEDED SURVEY CONTROL
 FJ0439
 FJ0439  NGVD 29 (??/??/92)  365.314  (m)         1198.53   (f) ADJ UNCH    1 2
 FJ0439
 FJ0439.Superseded values are not recommended for survey control.
 FJ0439
 FJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0439.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0439
 FJ0439_MARKER: DB = BENCH MARK DISK
 FJ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0439_STAMPING: G 187 1953
 FJ0439_MARK LOGO: CGS
 FJ0439_PROJECTION: PROJECTING 8 CENTIMETERS
 FJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0439+STABILITY: SURFACE MOTION
 FJ0439
 FJ0439  HISTORY     - Date     Condition        Report By
 FJ0439  HISTORY     - 1953     MONUMENTED       CGS
 FJ0439  HISTORY     - 1986     GOOD             NGS
 FJ0439
 FJ0439                          STATION DESCRIPTION
 FJ0439
 FJ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0439'0.4 MI N FROM POCASSET.
 FJ0439'0.4 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0439'RAILROAD FROM THE STATION AT POCASSET, 69 FEET SOUTH OF THE
 FJ0439'CENTER LINE OF AN EAST AND WEST ROAD, 49 FEET EAST OF THE
 FJ0439'EAST RAIL, 47 FEET WEST OF A FENCE, 15 FEET EAST OF THE CENTER
 FJ0439'LINE OF A TRACK ROAD LEADING SOUTH, 9 FEET SOUTH OF A POWER
 FJ0439'POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0439'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0439
 FJ0439                          STATION RECOVERY (1986)
 FJ0439
 FJ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0439'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.1 KM
 FJ0439'(11.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING
 FJ0439'IN CHICKASHA, THENCE 0.2 KM (0.1 MI) EAST ALONG A GRAVELED ROAD, 21.0
 FJ0439'M (68.9 FT) SOUTH OF THE CENTER OF THE ROAD, AND 14.9 M (48.9 FT) EAST
 FJ0439'OF THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD.
 FJ0439'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 FJ0439'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0481 ***********************************************************************
 FJ0481  DESIGNATION -  G 188
 FJ0481  PID         -  FJ0481
 FJ0481  STATE/COUNTY-  OK/GRADY
 FJ0481  COUNTRY     -  US
 FJ0481  USGS QUAD   -  CHICKASHA (2018)
 FJ0481
 FJ0481                         *CURRENT SURVEY CONTROL
 FJ0481  ______________________________________________________________________
 FJ0481* NAD 83(1986) POSITION- 35 02 38.     (N) 097 52 54.     (W)   SCALED
 FJ0481* NAVD 88 ORTHO HEIGHT -   343.648 (meters)     1127.45  (feet) ADJUSTED
 FJ0481  ______________________________________________________________________
 FJ0481  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 FJ0481  DYNAMIC HEIGHT  -        343.310 (meters)     1126.34  (feet) COMP
 FJ0481  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 FJ0481
 FJ0481  VERT ORDER      -  FIRST     CLASS II
 FJ0481
 FJ0481.The horizontal coordinates were scaled from a map and have
 FJ0481.an estimated accuracy of +/- 6 seconds.
 FJ0481
 FJ0481.The orthometric height was determined by differential leveling and
 FJ0481.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0481.in June 1991.
 FJ0481
 FJ0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0481.GEOID18 height accuracy estimate available here.
 FJ0481
 FJ0481.Click photographs - Photos may exist for this station.
 FJ0481
 FJ0481.The dynamic height is computed by dividing the NAVD 88
 FJ0481.geopotential number by the normal gravity value computed on the
 FJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0481.degrees latitude (g = 980.6199 gals.).
 FJ0481
 FJ0481.The modeled gravity was interpolated from observed gravity values.
 FJ0481
 FJ0481;                    North         East    Units  Estimated Accuracy
 FJ0481;SPC OK S     -   189,750.      610,800.      MT  (+/- 180 meters Scaled)
 FJ0481
 FJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD019784(NAD 83)
 FJ0481
 FJ0481                          SUPERSEDED SURVEY CONTROL
 FJ0481
 FJ0481  NGVD 29 (??/??/92)  343.540  (m)         1127.10   (f) ADJ UNCH    1 2
 FJ0481
 FJ0481.Superseded values are not recommended for survey control.
 FJ0481
 FJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0481.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0481
 FJ0481_MARKER: DB = BENCH MARK DISK
 FJ0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0481_SP_SET: CULVERT HEADWALL
 FJ0481_STAMPING: G 188 1953
 FJ0481_MARK LOGO: CGS
 FJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0481+STABILITY: SURFACE MOTION
 FJ0481
 FJ0481  HISTORY     - Date     Condition        Report By
 FJ0481  HISTORY     - 1953     MONUMENTED       CGS
 FJ0481  HISTORY     - 1969     GOOD             CGS
 FJ0481
 FJ0481                          STATION DESCRIPTION
 FJ0481
 FJ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0481'3 MI E FROM CHICKASHA.
 FJ0481'3.0 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0481'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, AT A JUNCTION
 FJ0481'WITH STATE HIGHWAY 92, 33 FEET EAST OF THE CENTER LINE OF
 FJ0481'STATE HIGHWAY 92, 30 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 FJ0481'62, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 FJ0481'OF A CONCRETE CULVERT.
 FJ0481
 FJ0481                          STATION RECOVERY (1969)
 FJ0481
 FJ0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0753 ***********************************************************************
 FH0753  DESIGNATION -  G 19
 FH0753  PID         -  FH0753
 FH0753  STATE/COUNTY-  OK/OKMULGEE
 FH0753  COUNTRY     -  US
 FH0753  USGS QUAD   -  HENRYETTA (2018)
 FH0753
 FH0753                         *CURRENT SURVEY CONTROL
 FH0753  ______________________________________________________________________
 FH0753* NAD 83(1986) POSITION- 35 26 24.     (N) 095 58 56.     (W)   SCALED
 FH0753* NAVD 88 ORTHO HEIGHT -   210.743 (meters)      691.41  (feet) ADJUSTED
 FH0753  ______________________________________________________________________
 FH0753  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 FH0753  DYNAMIC HEIGHT  -        210.545 (meters)      690.76  (feet) COMP
 FH0753  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 FH0753
 FH0753  VERT ORDER      -  FIRST     CLASS II
 FH0753
 FH0753.The horizontal coordinates were scaled from a map and have
 FH0753.an estimated accuracy of +/- 6 seconds.
 FH0753
 FH0753.The orthometric height was determined by differential leveling and
 FH0753.adjusted by the NATIONAL GEODETIC SURVEY
 FH0753.in June 1991.
 FH0753
 FH0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0753.GEOID18 height accuracy estimate available here.
 FH0753
 FH0753.Click photographs - Photos may exist for this station.
 FH0753
 FH0753.The dynamic height is computed by dividing the NAVD 88
 FH0753.geopotential number by the normal gravity value computed on the
 FH0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0753.degrees latitude (g = 980.6199 gals.).
 FH0753
 FH0753.The modeled gravity was interpolated from observed gravity values.
 FH0753
 FH0753;                    North         East    Units  Estimated Accuracy
 FH0753;SPC OK N     -    50,720.      783,200.      MT  (+/- 180 meters Scaled)
 FH0753
 FH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV292259(NAD 83)
 FH0753
 FH0753                          SUPERSEDED SURVEY CONTROL
 FH0753
 FH0753  NGVD 29 (??/??/92)  210.621  (m)          691.01   (f) ADJ UNCH    1 2
 FH0753
 FH0753.Superseded values are not recommended for survey control.
 FH0753
 FH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0753.See file dsdata.pdf to determine how the superseded data were derived.
 FH0753
 FH0753_MARKER: DB = BENCH MARK DISK
 FH0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0753_STAMPING: G 19 1933
 FH0753_MARK LOGO: CGS
 FH0753_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0753+STABILITY: SURFACE MOTION
 FH0753
 FH0753  HISTORY     - Date     Condition        Report By
 FH0753  HISTORY     - 1933     MONUMENTED       CGS
 FH0753  HISTORY     - 1959     GOOD             CGS
 FH0753  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0753
 FH0753                          STATION DESCRIPTION
 FH0753
 FH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0753'AT HENRYETTA.
 FH0753'AT HENRYETTA, OKMULGEE COUNTY, ABOUT 48 YARDS SOUTH OF THE ST. LOUIS
 FH0753'-SAN FRANCISCO RAILWAY STATION, ABOUT 8 POLES SOUTH OF MILEPOST 482,
 FH0753'ABOUT 36 YARDS WEST OF THE KANSAS, OKLAHOMA AND GULF RAILWAY, 20 FEET
 FH0753'EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 4 1/2 FEET NORTH OF THE
 FH0753'NORTH CURB OF THE MAIN STREET. A STANDARD DISK, STAMPED 'G 19 1933'
 FH0753'AND SET IN THE TOP OF A CONRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 FH0753'THE GROUND.
 FH0753
 FH0753                          STATION RECOVERY (1959)
 FH0753
 FH0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0753'RECOVERED IN GOOD CONDITION.
 FH0753
 FH0753                          STATION RECOVERY (1984)
 FH0753
 FH0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0753'NOT RECOVERED, PROBABLY TAKEN OUT BY STREET CONSTRUCTION OR NEW
 FH0753'RAILROAD SWITCH HOUSE AND SIGNAL CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0666 ***********************************************************************
 FJ0666  DESIGNATION -  G 192
 FJ0666  PID         -  FJ0666
 FJ0666  STATE/COUNTY-  OK/CANADIAN
 FJ0666  COUNTRY     -  US
 FJ0666  USGS QUAD   -  RICHLAND (2018)
 FJ0666
 FJ0666                         *CURRENT SURVEY CONTROL
 FJ0666  ______________________________________________________________________
 FJ0666* NAD 83(1986) POSITION- 35 30 29.     (N) 097 48 56.     (W)   SCALED
 FJ0666* NAVD 88 ORTHO HEIGHT -   401.914 (meters)     1318.61  (feet) ADJUSTED
 FJ0666  ______________________________________________________________________
 FJ0666  GEOID HEIGHT    -        -27.009 (meters)                     GEOID18
 FJ0666  DYNAMIC HEIGHT  -        401.525 (meters)     1317.34  (feet) COMP
 FJ0666  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 FJ0666
 FJ0666  VERT ORDER      -  FIRST     CLASS II
 FJ0666
 FJ0666.The horizontal coordinates were scaled from a map and have
 FJ0666.an estimated accuracy of +/- 6 seconds.
 FJ0666
 FJ0666.The orthometric height was determined by differential leveling and
 FJ0666.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0666.in August 1994.
 FJ0666
 FJ0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0666.GEOID18 height accuracy estimate available here.
 FJ0666
 FJ0666.Click photographs - Photos may exist for this station.
 FJ0666
 FJ0666.The dynamic height is computed by dividing the NAVD 88
 FJ0666.geopotential number by the normal gravity value computed on the
 FJ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0666.degrees latitude (g = 980.6199 gals.).
 FJ0666
 FJ0666.The modeled gravity was interpolated from observed gravity values.
 FJ0666
 FJ0666;                    North         East    Units  Estimated Accuracy
 FJ0666;SPC OK N     -    56,390.      616,730.      MT  (+/- 180 meters Scaled)
 FJ0666
 FJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE074300(NAD 83)
 FJ0666
 FJ0666                          SUPERSEDED SURVEY CONTROL
 FJ0666
 FJ0666  NAVD 88 (??/??/92)  401.933  (m)         1318.68   (f) POSTED      3  
 FJ0666
 FJ0666.Superseded values are not recommended for survey control.
 FJ0666
 FJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0666.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0666
 FJ0666_MARKER: I = METAL ROD
 FJ0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0666_STAMPING: G 192 1984
 FJ0666_MARK LOGO: NGS
 FJ0666_PROJECTION: FLUSH
 FJ0666_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0666+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2013
 FJ0666_ROD/PIPE-DEPTH: 4.05 meters
 FJ0666
 FJ0666  HISTORY     - Date     Condition        Report By
 FJ0666  HISTORY     - 1984     MONUMENTED       NGS
 FJ0666  HISTORY     - 1988     GOOD             USPSQD
 FJ0666  HISTORY     - 1989     GOOD             USPSQD
 FJ0666  HISTORY     - 1990     GOOD             USPSQD
 FJ0666  HISTORY     - 19940112 GOOD             NGS
 FJ0666  HISTORY     - 20130424 GOOD             FAMM
 FJ0666  HISTORY     - 20220314 MARK NOT FOUND   OKDOT
 FJ0666  HISTORY     - 20220322 MARK NOT FOUND   OKDOT
 FJ0666
 FJ0666                          STATION DESCRIPTION
 FJ0666
 FJ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0666'5.0 KM (3.1 MI) WEST FROM YUKON.
 FJ0666'THE MARK IS 0.76 M BELOW HIGHWAY 66.
 FJ0666'5.0 KM (3.1 MI) WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0666'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON,  ABOUT
 FJ0666'0.2 KM (0.1 MI) SOUTH OF THREE SMALL OIL TANKS AND A PUMP STATION,
 FJ0666'30.17 METERS (99.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 FJ0666'OF U.S. HIGHWAY 66, 18.31 METERS (60.1 FT) EAST-NORTHEAST OF A
 FJ0666'FIVE-INCH IRON PIPE CORNER FENCE POST, 7.98 METERS (26.2 FT) NORTH OF
 FJ0666'A POWERLINE POLE, 4.35 METERS (14.3 FT) EAST OF A 4-INCH IRON PIPE
 FJ0666'CORNER FENCE POST, 3.29 METERS (10.8 FT) WEST OF THE FIRST STEEL T-BAR
 FJ0666'FENCE POST EAST OF THE NEAREST FENCE CORNER, AND 0.18 METERS (0.6 FT)
 FJ0666'SOUTH OF A FIVE-WIRE BARB WIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL AT
 FJ0666'THIS DEPTH, ROD ANCHORED.
 FJ0666'THE MARK IS 0.24 METERS  SW FROM A WITNESS POST.
 FJ0666
 FJ0666                          STATION RECOVERY (1988)
 FJ0666
 FJ0666'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0666'RECOVERED IN GOOD CONDITION.
 FJ0666
 FJ0666                          STATION RECOVERY (1989)
 FJ0666
 FJ0666'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0666'RECOVERED IN GOOD CONDITION.
 FJ0666
 FJ0666                          STATION RECOVERY (1990)
 FJ0666
 FJ0666'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0666'RECOVERED IN GOOD CONDITION.
 FJ0666
 FJ0666                          STATION RECOVERY (1994)
 FJ0666
 FJ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0666'5.0 KM (3.10 MI) WESTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0666'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, 0.2 KM (0.10 MI) WEST
 FJ0666'OF THE CENTER OF CIMARRON ROAD, 0.2 KM (0.10 MI) SOUTH OF THREE SMALL
 FJ0666'OIL TANKS AND A PUMP STATION, 30.2 M (99.1 FT) NORTH OF THE
 FJ0666'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 18.3 M (60.0 FT)
 FJ0666'EAST-NORTHEAST OF A FENCE CORNER, 7.8 M (25.6 FT) NORTH OF A UTILITY
 FJ0666'POLE, 4.4 M (14.4 FT) EAST OF A FENCE CORNER, 2.2 M (7.2 FT) EAST OF
 FJ0666'A BRACED FENCE POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 FJ0666'0.2 M (0.7 FT) SOUTH OF A FENCE, AND 0.2 M (0.7 FT) SOUTHWEST OF A
 FJ0666'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FJ0666'LOGO CAP.
 FJ0666
 FJ0666                          STATION RECOVERY (2013)
 FJ0666
 FJ0666'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013
 FJ0666'RECOVERED IN GOOD CONDITION.
 FJ0666
 FJ0666                          STATION RECOVERY (2022)
 FJ0666
 FJ0666'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0666'MARK NOT FOUND.
 FJ0666
 FJ0666                          STATION RECOVERY (2022)
 FJ0666
 FJ0666'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0666'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0697 ***********************************************************************
 FJ0697  DESIGNATION -  G 193
 FJ0697  PID         -  FJ0697
 FJ0697  STATE/COUNTY-  OK/OKLAHOMA
 FJ0697  COUNTRY     -  US
 FJ0697  USGS QUAD   -  CHOCTAW (2018)
 FJ0697
 FJ0697                         *CURRENT SURVEY CONTROL
 FJ0697  ______________________________________________________________________
 FJ0697* NAD 83(1986) POSITION- 35 29 34.70   (N) 097 18 49.63   (W)   HD_HELD1
 FJ0697* NAVD 88 ORTHO HEIGHT -   350.742 (meters)     1150.73  (feet) ADJUSTED
 FJ0697  ______________________________________________________________________
 FJ0697  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 FJ0697  DYNAMIC HEIGHT  -        350.409 (meters)     1149.63  (feet) COMP
 FJ0697  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 FJ0697
 FJ0697  VERT ORDER      -  FIRST     CLASS II
 FJ0697
 FJ0697.The horizontal coordinates were determined by differentially corrected
 FJ0697.hand held GPS observations or other comparable positioning techniques
 FJ0697.and have an estimated accuracy of +/- 3 meters.
 FJ0697
 FJ0697.The orthometric height was determined by differential leveling and
 FJ0697.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0697.in August 1994.
 FJ0697
 FJ0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0697.GEOID18 height accuracy estimate available here.
 FJ0697
 FJ0697.Click photographs - Photos may exist for this station.
 FJ0697
 FJ0697.The dynamic height is computed by dividing the NAVD 88
 FJ0697.geopotential number by the normal gravity value computed on the
 FJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0697.degrees latitude (g = 980.6199 gals.).
 FJ0697
 FJ0697.The modeled gravity was interpolated from observed gravity values.
 FJ0697
 FJ0697;                    North         East    Units  Estimated Accuracy
 FJ0697;SPC OK N     -    54,917.1     662,265.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0697
 FJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5294829020(NAD 83)
 FJ0697
 FJ0697                          SUPERSEDED SURVEY CONTROL
 FJ0697
 FJ0697  NAVD 88 (06/15/91)  350.802  (m)         1150.92   (f) SUPERSEDED  1 2
 FJ0697
 FJ0697.Superseded values are not recommended for survey control.
 FJ0697
 FJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0697.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0697
 FJ0697_MARKER: DV = VERTICAL CONTROL DISK
 FJ0697_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0697_SP_SET: BOX CULVERT HEADWALL
 FJ0697_STAMPING: G 193 1984
 FJ0697_MARK LOGO: NGS
 FJ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0697+STABILITY: SURFACE MOTION
 FJ0697
 FJ0697  HISTORY     - Date     Condition        Report By
 FJ0697  HISTORY     - 1984     MONUMENTED       NGS
 FJ0697  HISTORY     - 1988     GOOD             USPSQD
 FJ0697  HISTORY     - 1989     GOOD             USPSQD
 FJ0697  HISTORY     - 1990     GOOD             USPSQD
 FJ0697
 FJ0697                          STATION DESCRIPTION
 FJ0697
 FJ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0697'17.6 KM (10.9 MI) EAST FROM OKLAHOMA CITY.
 FJ0697'17.6 KM (10.9 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0697'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, 1.2 KM (0.75 MI)
 FJ0697'WEST OF THE JUNCTION OF JONES ROAD, SET IN THE TOP OF THE WEST END OF
 FJ0697'THE SOUTH HEADWALL OF A TRIPLE BOX CULVERT UNDER HIGHWAY 62 EASTBOUND
 FJ0697'LANES, 7.7 METERS (25.4 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 62
 FJ0697'EASTBOUND LANES, AND 0.31 METERS (1.0 FT) EAST OF THE WEST END OF THE
 FJ0697'HEADWALL.
 FJ0697'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0697
 FJ0697                          STATION RECOVERY (1988)
 FJ0697
 FJ0697'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0697'RECOVERED IN GOOD CONDITION.
 FJ0697
 FJ0697                          STATION RECOVERY (1989)
 FJ0697
 FJ0697'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0697'RECOVERED IN GOOD CONDITION.
 FJ0697
 FJ0697                          STATION RECOVERY (1990)
 FJ0697
 FJ0697'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0724 ***********************************************************************
 FJ0724  DESIGNATION -  G 194
 FJ0724  PID         -  FJ0724
 FJ0724  STATE/COUNTY-  OK/LINCOLN
 FJ0724  COUNTRY     -  US
 FJ0724  USGS QUAD   -  MEEKER (2018)
 FJ0724
 FJ0724                         *CURRENT SURVEY CONTROL
 FJ0724  ______________________________________________________________________
 FJ0724* NAD 83(1986) POSITION- 35 30 23.94   (N) 096 56 50.49   (W)   HD_HELD1
 FJ0724* NAVD 88 ORTHO HEIGHT -   310.406 (meters)     1018.39  (feet) ADJUSTED
 FJ0724  ______________________________________________________________________
 FJ0724  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 FJ0724  DYNAMIC HEIGHT  -        310.115 (meters)     1017.44  (feet) COMP
 FJ0724  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 FJ0724
 FJ0724  VERT ORDER      -  FIRST     CLASS II
 FJ0724
 FJ0724.The horizontal coordinates were determined by differentially corrected
 FJ0724.hand held GPS observations or other comparable positioning techniques
 FJ0724.and have an estimated accuracy of +/- 3 meters.
 FJ0724
 FJ0724.The orthometric height was determined by differential leveling and
 FJ0724.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0724.in August 1994.
 FJ0724
 FJ0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0724.GEOID18 height accuracy estimate available here.
 FJ0724
 FJ0724.Click photographs - Photos may exist for this station.
 FJ0724
 FJ0724.The dynamic height is computed by dividing the NAVD 88
 FJ0724.geopotential number by the normal gravity value computed on the
 FJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0724.degrees latitude (g = 980.6199 gals.).
 FJ0724
 FJ0724.The modeled gravity was interpolated from observed gravity values.
 FJ0724
 FJ0724;                    North         East    Units  Estimated Accuracy
 FJ0724;SPC OK N     -    56,732.3     695,496.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0724
 FJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8615831168(NAD 83)
 FJ0724
 FJ0724                          SUPERSEDED SURVEY CONTROL
 FJ0724
 FJ0724  NAVD 88 (06/15/91)  310.431  (m)         1018.47   (f) SUPERSEDED  1 2
 FJ0724
 FJ0724.Superseded values are not recommended for survey control.
 FJ0724
 FJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0724.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0724
 FJ0724_MARKER: I = METAL ROD
 FJ0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0724_STAMPING: G 194 1984
 FJ0724_MARK LOGO: NGS
 FJ0724_PROJECTION: FLUSH
 FJ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0724_ROD/PIPE-DEPTH: 4.3 meters
 FJ0724
 FJ0724  HISTORY     - Date     Condition        Report By
 FJ0724  HISTORY     - 1984     MONUMENTED       NGS
 FJ0724  HISTORY     - 1988     GOOD             USPSQD
 FJ0724  HISTORY     - 1989     GOOD             USPSQD
 FJ0724  HISTORY     - 1990     GOOD             USPSQD
 FJ0724
 FJ0724                          STATION DESCRIPTION
 FJ0724
 FJ0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0724'4.2 KM (2.6 MI) WEST FROM MEEKER.
 FJ0724'4.2 KM (2.6 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0724'MEEKER, IN THE SOUTHEAST QUADRANT OF A GRAVEL CROSSROAD INTERSECTION,
 FJ0724'SET BETWEEN TWO WITNESS POSTS, 15.4 METERS (50.6 FT) SOUTH OF THE
 FJ0724'CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FT) EAST OF THE CENTER OF
 FJ0724'THE GRAVEL ROAD, 0.31 METERS (1.0 FT) WEST OF A FENCE LINE, 5.8 METERS
 FJ0724'(19.0 FT) SOUTH OF A CORNER FENCE POST, 2.1 METERS (6.8 FT) SOUTH OF A
 FJ0724'TELEPHONE JUNCTION BOX, AND 3.0 METERS (10.0 FT) SOUTH OF A POWERLINE
 FJ0724'POLE WITH TWO GUY WIRES.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED.
 FJ0724'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FJ0724'THE MARK IS 0.91 M BELOW GRAVEL ROAD.
 FJ0724
 FJ0724                          STATION RECOVERY (1988)
 FJ0724
 FJ0724'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0724'RECOVERED IN GOOD CONDITION.
 FJ0724
 FJ0724                          STATION RECOVERY (1989)
 FJ0724
 FJ0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0724'RECOVERED IN GOOD CONDITION.
 FJ0724
 FJ0724                          STATION RECOVERY (1990)
 FJ0724
 FJ0724'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0734 ***********************************************************************
 FJ0734  DESIGNATION -  G 195
 FJ0734  PID         -  FJ0734
 FJ0734  STATE/COUNTY-  OK/LINCOLN
 FJ0734  COUNTRY     -  US
 FJ0734  USGS QUAD   -  SPARKS (2018)
 FJ0734
 FJ0734                         *CURRENT SURVEY CONTROL
 FJ0734  ______________________________________________________________________
 FJ0734* NAD 83(2011) POSITION- 35 30 24.10364(N) 096 47 19.73416(W)   ADJUSTED
 FJ0734* NAD 83(2011) ELLIP HT-   269.377 (meters)        (12/02/24)   ADJUSTED
 FJ0734* NAD 83(2011) EPOCH   -  2010.00
 FJ0734* NAVD 88 ORTHO HEIGHT -   297.078 (meters)      974.66  (feet) ADJUSTED
 FJ0734  ______________________________________________________________________
 FJ0734  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 FJ0734  NAD 83(2011) X  -   -614,479.762 (meters)                     COMP
 FJ0734  NAD 83(2011) Y  - -5,161,752.440 (meters)                     COMP
 FJ0734  NAD 83(2011) Z  -  3,683,929.180 (meters)                     COMP
 FJ0734  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 FJ0734  DYNAMIC HEIGHT  -        296.799 (meters)      973.75  (feet) COMP
 FJ0734  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 FJ0734
 FJ0734  VERT ORDER      -  FIRST     CLASS II
 FJ0734
 FJ0734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0734  Standards:
 FJ0734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0734  -------------------------------------------------------------------
 FJ0734  NETWORK    0.73   1.41           0.31   0.29   0.72     -0.08336869
 FJ0734  -------------------------------------------------------------------
 FJ0734  Click here for local accuracies and other accuracy information.
 FJ0734
 FJ0734.The horizontal coordinates were established by GPS observations
 FJ0734.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0734
 FJ0734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0734.been affixed to the stable North American tectonic plate. See 
 FJ0734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0734
 FJ0734.The horizontal coordinates are valid at the epoch date displayed above
 FJ0734.which is a decimal equivalence of Year/Month/Day.
 FJ0734
 FJ0734.The orthometric height was determined by differential leveling and
 FJ0734.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0734.in August 1994.
 FJ0734
 FJ0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0734.GEOID18 height accuracy estimate available here.
 FJ0734
 FJ0734.Click photographs - Photos may exist for this station.
 FJ0734
 FJ0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0734
 FJ0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0734
 FJ0734.The ellipsoidal height was determined by GPS observations
 FJ0734.and is referenced to NAD 83.
 FJ0734
 FJ0734.The dynamic height is computed by dividing the NAVD 88
 FJ0734.geopotential number by the normal gravity value computed on the
 FJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0734.degrees latitude (g = 980.6199 gals.).
 FJ0734
 FJ0734.The modeled gravity was interpolated from observed gravity values.
 FJ0734
 FJ0734. The following values were computed from the NAD 83(2011) position.
 FJ0734
 FJ0734;                    North         East     Units Scale Factor Converg.
 FJ0734;SPC OK N     -    56,905.041   709,879.360   MT  1.00001143   +0 42 53.2
 FJ0734;SPC OK N     -   186,695.96  2,328,995.87   sFT  1.00001143   +0 42 53.2
 FJ0734;UTM  14      - 3,931,484.156   700,538.910   MT  1.00009561   +1 17 04.8
 FJ0734
 FJ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0734!SPC OK N     -   0.99995772  x   1.00001143  =   0.99996915
 FJ0734!UTM  14      -   0.99995772  x   1.00009561  =   1.00005333
 FJ0734
 FJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0053831484(NAD 83)
 FJ0734
 FJ0734                          SUPERSEDED SURVEY CONTROL
 FJ0734
 FJ0734  NAVD 88 (06/15/91)  297.088  (m)          974.70   (f) SUPERSEDED  1 2
 FJ0734
 FJ0734.Superseded values are not recommended for survey control.
 FJ0734
 FJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0734.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0734
 FJ0734_MARKER: DV = VERTICAL CONTROL DISK
 FJ0734_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0734_STAMPING: G 195 1984
 FJ0734_MARK LOGO: NGS
 FJ0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0734+STABILITY: POSITION/ELEVATION WELL
 FJ0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0734+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2022
 FJ0734
 FJ0734  HISTORY     - Date     Condition        Report By
 FJ0734  HISTORY     - 1984     MONUMENTED       NGS
 FJ0734  HISTORY     - 1988     GOOD             USPSQD
 FJ0734  HISTORY     - 1990     GOOD             USPSQD
 FJ0734  HISTORY     - 1990     GOOD             USPSQD
 FJ0734  HISTORY     - 20220425 GOOD             OKDOT
 FJ0734
 FJ0734                          STATION DESCRIPTION
 FJ0734
 FJ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0734'10.8 KM (6.75 MI) EAST FROM MEEKER.
 FJ0734'10.8 KM (6.75 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0734'MEEKER, AT GRAVEL CROSSROADS, SET IN A 2- BY 2-FOOT SANDSTONE ROCK
 FJ0734'FLUSH WITH THE GROUND, 13.53 METERS (44.4 FT) NORTH OF THE CENTERLINE
 FJ0734'OF THE HIGHWAY, 14.26 METERS (46.8 FT) EAST OF THE CENTER OF THE
 FJ0734'GRAVEL ROAD LEADING NORTH, 6.80 METERS (22.3 FT) SOUTHEAST OF THE
 FJ0734'METAL CORNER FENCE POST, AND 5.30 METERS (17.4 FT) SOUTH OF THE
 FJ0734'RIGHT-OF-WAY FENCE.
 FJ0734'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FJ0734'THE MARK IS 1.0 M ABOVE HIGHWAY.
 FJ0734
 FJ0734                          STATION RECOVERY (1988)
 FJ0734
 FJ0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0734'RECOVERED IN GOOD CONDITION.
 FJ0734
 FJ0734                          STATION RECOVERY (1990)
 FJ0734
 FJ0734'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0734'RECOVERED IN GOOD CONDITION.
 FJ0734
 FJ0734                          STATION RECOVERY (1990)
 FJ0734
 FJ0734'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0734'RECOVERED IN GOOD CONDITION.
 FJ0734
 FJ0734                          STATION RECOVERY (2022)
 FJ0734
 FJ0734'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0734'MARK WAS RECOVERED IN GOOD CONDITION (KAR).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0758 ***********************************************************************
 FJ0758  DESIGNATION -  G 196
 FJ0758  PID         -  FJ0758
 FJ0758  STATE/COUNTY-  OK/OKFUSKEE
 FJ0758  COUNTRY     -  US
 FJ0758  USGS QUAD   -  OKEMAH (2018)
 FJ0758
 FJ0758                         *CURRENT SURVEY CONTROL
 FJ0758  ______________________________________________________________________
 FJ0758* NAD 83(1986) POSITION- 35 26 35.12   (N) 096 20 07.13   (W)   HD_HELD1
 FJ0758* NAVD 88 ORTHO HEIGHT -   269.909 (meters)      885.53  (feet) ADJUSTED
 FJ0758  ______________________________________________________________________
 FJ0758  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 FJ0758  DYNAMIC HEIGHT  -        269.654 (meters)      884.69  (feet) COMP
 FJ0758  MODELED GRAVITY -    979,679.8   (mgal)                       NAVD 88
 FJ0758
 FJ0758  VERT ORDER      -  FIRST     CLASS II
 FJ0758
 FJ0758.The horizontal coordinates were determined by differentially corrected
 FJ0758.hand held GPS observations or other comparable positioning techniques
 FJ0758.and have an estimated accuracy of +/- 3 meters.
 FJ0758
 FJ0758.The orthometric height was determined by differential leveling and
 FJ0758.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0758.in June 1991.
 FJ0758
 FJ0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0758.GEOID18 height accuracy estimate available here.
 FJ0758
 FJ0758.Click photographs - Photos may exist for this station.
 FJ0758
 FJ0758.The dynamic height is computed by dividing the NAVD 88
 FJ0758.geopotential number by the normal gravity value computed on the
 FJ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0758.degrees latitude (g = 980.6199 gals.).
 FJ0758
 FJ0758.The modeled gravity was interpolated from observed gravity values.
 FJ0758
 FJ0758;                    North         East    Units  Estimated Accuracy
 FJ0758;SPC OK N     -    50,458.2     751,138.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0758
 FJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4186725444(NAD 83)
 FJ0758
 FJ0758                          SUPERSEDED SURVEY CONTROL
 FJ0758
 FJ0758.No superseded survey control is available for this station.
 FJ0758
 FJ0758_MARKER: F = FLANGE-ENCASED ROD
 FJ0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0758_STAMPING: G 196 1984
 FJ0758_MARK LOGO: NGS
 FJ0758_PROJECTION: FLUSH
 FJ0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0758+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 FJ0758_ROD/PIPE-DEPTH: 3.4 meters
 FJ0758
 FJ0758  HISTORY     - Date     Condition        Report By
 FJ0758  HISTORY     - 1984     MONUMENTED       NGS
 FJ0758  HISTORY     - 1988     GOOD             USPSQD
 FJ0758  HISTORY     - 1989     GOOD             USPSQD
 FJ0758  HISTORY     - 1990     GOOD             USPSQD
 FJ0758  HISTORY     - 20220705 GOOD             OKDOT
 FJ0758
 FJ0758                          STATION DESCRIPTION
 FJ0758
 FJ0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0758'3.36 KM (2.1 MI) NW FROM OKEMAH.
 FJ0758'0.4 KM (0.25 MI) NORTH ALONG 5TH STREET FROM THE POST OFFICE IN
 FJ0758'OKEMAH, THENCE 2.96 KM (1.85 MI) NORTHWEST ALONG U.S. HIGHWAY 62, AT
 FJ0758'CROSSROADS, 51.00 METERS (166.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 FJ0758'HIGHWAY, 15.85 METERS (52.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD
 FJ0758'LEADING NORTH, 10.06 METERS (33.0 FT) WEST OF A RIGHT-OF-WAY MARKER AT
 FJ0758'A FENCE CORNER, AND 0.30 METERS (1.0 FT) SOUTH OF THE RIGHT-OF-WAY
 FJ0758'FENCE.
 FJ0758'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0758'THE MARK IS 1.2 M ABOVE HIGHWAY.
 FJ0758
 FJ0758                          STATION RECOVERY (1988)
 FJ0758
 FJ0758'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0758'RECOVERED IN GOOD CONDITION.
 FJ0758
 FJ0758                          STATION RECOVERY (1989)
 FJ0758
 FJ0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0758'RECOVERED IN GOOD CONDITION.
 FJ0758
 FJ0758                          STATION RECOVERY (1990)
 FJ0758
 FJ0758'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0758'RECOVERED IN GOOD CONDITION.
 FJ0758
 FJ0758                          STATION RECOVERY (2022)
 FJ0758
 FJ0758'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0758'RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0845 ***********************************************************************
 FH0845  DESIGNATION -  G 197
 FH0845  PID         -  FH0845
 FH0845  STATE/COUNTY-  OK/OKMULGEE
 FH0845  COUNTRY     -  US
 FH0845  USGS QUAD   -  HENRYETTA (2018)
 FH0845
 FH0845                         *CURRENT SURVEY CONTROL
 FH0845  ______________________________________________________________________
 FH0845* NAD 83(1986) POSITION- 35 25 46.6    (N) 095 54 38.7    (W)   HD_HELD2
 FH0845* NAVD 88 ORTHO HEIGHT -   195.763 (meters)      642.27  (feet) ADJUSTED
 FH0845  ______________________________________________________________________
 FH0845  GEOID HEIGHT    -        -29.279 (meters)                     GEOID18
 FH0845  DYNAMIC HEIGHT  -        195.577 (meters)      641.66  (feet) COMP
 FH0845  MODELED GRAVITY -    979,681.3   (mgal)                       NAVD 88
 FH0845
 FH0845  VERT ORDER      -  FIRST     CLASS II
 FH0845
 FH0845.The horizontal coordinates were established by autonomous hand held GPS
 FH0845.observations and have an estimated accuracy of +/- 10 meters.
 FH0845
 FH0845.The orthometric height was determined by differential leveling and
 FH0845.adjusted by the NATIONAL GEODETIC SURVEY
 FH0845.in June 1991.
 FH0845
 FH0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0845.GEOID18 height accuracy estimate available here.
 FH0845
 FH0845.Click photographs - Photos may exist for this station.
 FH0845
 FH0845.The dynamic height is computed by dividing the NAVD 88
 FH0845.geopotential number by the normal gravity value computed on the
 FH0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0845.degrees latitude (g = 980.6199 gals.).
 FH0845
 FH0845.The modeled gravity was interpolated from observed gravity values.
 FH0845
 FH0845;                    North         East    Units  Estimated Accuracy
 FH0845;SPC OK N     -    49,708.      789,712.      MT  (+/- 10 meters HH2 GPS)
 FH0845
 FH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3574724580(NAD 83)
 FH0845
 FH0845                          SUPERSEDED SURVEY CONTROL
 FH0845
 FH0845.No superseded survey control is available for this station.
 FH0845
 FH0845_MARKER: DV = VERTICAL CONTROL DISK
 FH0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0845_SP_SET: BRIDGE PIER
 FH0845_STAMPING: G 197 1984
 FH0845_MARK LOGO: NGS
 FH0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0845+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2022
 FH0845
 FH0845  HISTORY     - Date     Condition        Report By
 FH0845  HISTORY     - 1984     MONUMENTED       NGS
 FH0845  HISTORY     - 1988     GOOD             USPSQD
 FH0845  HISTORY     - 1989     GOOD             USPSQD
 FH0845  HISTORY     - 1990     GOOD             USPSQD
 FH0845  HISTORY     - 20000229 GOOD             OKDOT
 FH0845  HISTORY     - 20070601 GOOD             GEOCAC
 FH0845  HISTORY     - 20220707 GOOD             OKDOT
 FH0845
 FH0845                          STATION DESCRIPTION
 FH0845
 FH0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0845'5.84 KM (3.65 MI) EAST FROM HENRYETTA.
 FH0845'5.84 KM (3.65 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FH0845'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET VERTICALLY IN THE EAST FACE
 FH0845'OF THE SOUTH ONE OF THREE BRIDGE PIERS, FIVE FEET ABOVE THE GROUND,
 FH0845'0.4 KM (0.25 MI) WEST OF MILEPOST NUMBER 244, AND 7.62 METERS
 FH0845'(25.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES.
 FH0845'THE MARK IS 1.5 M ABOVE EASTBOUND HIGHWAY.
 FH0845
 FH0845                          STATION RECOVERY (1988)
 FH0845
 FH0845'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0845'RECOVERED IN GOOD CONDITION.
 FH0845
 FH0845                          STATION RECOVERY (1989)
 FH0845
 FH0845'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0845'RECOVERED IN GOOD CONDITION.
 FH0845
 FH0845                          STATION RECOVERY (1990)
 FH0845
 FH0845'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0845'RECOVERED IN GOOD CONDITION.
 FH0845
 FH0845                          STATION RECOVERY (2000)
 FH0845
 FH0845'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000
 FH0845'RECOVERED AS DESCRIBED.
 FH0845
 FH0845                          STATION RECOVERY (2007)
 FH0845
 FH0845'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 FH0845'RECOVERED IN GOOD CONDITION.
 FH0845
 FH0845                          STATION RECOVERY (2022)
 FH0845
 FH0845'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0889 ***********************************************************************
 FH0889  DESIGNATION -  G 199
 FH0889  PID         -  FH0889
 FH0889  STATE/COUNTY-  OK/MUSKOGEE
 FH0889  COUNTRY     -  US
 FH0889  USGS QUAD   -  STIGLER NE (2018)
 FH0889
 FH0889                         *CURRENT SURVEY CONTROL
 FH0889  ______________________________________________________________________
 FH0889* NAD 83(1986) POSITION- 35 28 54.     (N) 095 07 25.     (W)   SCALED
 FH0889* NAVD 88 ORTHO HEIGHT -   149.021 (meters)      488.91  (feet) ADJUSTED
 FH0889  ______________________________________________________________________
 FH0889  GEOID HEIGHT    -        -29.945 (meters)                     GEOID18
 FH0889  DYNAMIC HEIGHT  -        148.883 (meters)      488.46  (feet) COMP
 FH0889  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 FH0889
 FH0889  VERT ORDER      -  FIRST     CLASS II
 FH0889
 FH0889.The horizontal coordinates were scaled from a map and have
 FH0889.an estimated accuracy of +/- 6 seconds.
 FH0889
 FH0889.The orthometric height was determined by differential leveling and
 FH0889.adjusted by the NATIONAL GEODETIC SURVEY
 FH0889.in June 1991.
 FH0889
 FH0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0889.GEOID18 height accuracy estimate available here.
 FH0889
 FH0889.Click photographs - Photos may exist for this station.
 FH0889
 FH0889.The dynamic height is computed by dividing the NAVD 88
 FH0889.geopotential number by the normal gravity value computed on the
 FH0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0889.degrees latitude (g = 980.6199 gals.).
 FH0889
 FH0889.The modeled gravity was interpolated from observed gravity values.
 FH0889
 FH0889;                    North         East    Units  Estimated Accuracy
 FH0889;SPC OK N     -    57,310.      861,000.      MT  (+/- 180 meters Scaled)
 FH0889
 FH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV073285(NAD 83)
 FH0889
 FH0889                          SUPERSEDED SURVEY CONTROL
 FH0889
 FH0889.No superseded survey control is available for this station.
 FH0889
 FH0889_MARKER: DV = VERTICAL CONTROL DISK
 FH0889_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0889_SP_SET: BRIDGE PIER
 FH0889_STAMPING: G 199 1984
 FH0889_MARK LOGO: NGS
 FH0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0889+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2022
 FH0889
 FH0889  HISTORY     - Date     Condition        Report By
 FH0889  HISTORY     - 1984     MONUMENTED       NGS
 FH0889  HISTORY     - 1988     GOOD             USPSQD
 FH0889  HISTORY     - 1989     GOOD             USPSQD
 FH0889  HISTORY     - 1990     GOOD             USPSQD
 FH0889  HISTORY     - 20020815 GOOD             OKDOT
 FH0889  HISTORY     - 20220720 GOOD             OKDOT
 FH0889
 FH0889                          STATION DESCRIPTION
 FH0889
 FH0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0889'2.3 KM (1.45 MI) EAST FROM WEBBERS FALLS.
 FH0889'2.3 KM (1.45 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0889'STATE HIGHWAY 100 (WHICH IS ABOUT TWO MILES SOUTH OF WEBBERS FALLS),
 FH0889'AT A CROSSROAD OVERPASS, SET VERTICALLY IN THE NORTH SIDE OF THE EAST
 FH0889'ONE OF TWO SQUARE CONCRETE PIERS, 1.49 METERS (4.9 FT) ABOVE GROUND
 FH0889'LEVEL, 6.88 METERS (22.6 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0889'EASTBOUND LANES, 26.76 METERS (87.8 FT) WEST OF MILE POST NUMBER 289,
 FH0889'AND 0.36 METERS (1.2 FT) EAST OF THE WEST-NORTHWEST CORNER OF THE EAST
 FH0889'PIER.
 FH0889'THE MARK IS 1.34 M BELOW EASTBOUND LANES.
 FH0889
 FH0889                          STATION RECOVERY (1988)
 FH0889
 FH0889'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0889'RECOVERED IN GOOD CONDITION.
 FH0889
 FH0889                          STATION RECOVERY (1989)
 FH0889
 FH0889'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0889'RECOVERED IN GOOD CONDITION.
 FH0889
 FH0889                          STATION RECOVERY (1990)
 FH0889
 FH0889'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0889'RECOVERED IN GOOD CONDITION.
 FH0889
 FH0889                          STATION RECOVERY (2002)
 FH0889
 FH0889'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0889'RECOVERED IN GOOD CONDITION.
 FH0889
 FH0889                          STATION RECOVERY (2022)
 FH0889
 FH0889'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0021 ***********************************************************************
 FK0021  DESIGNATION -  G 2
 FK0021  PID         -  FK0021
 FK0021  STATE/COUNTY-  OK/BLAINE
 FK0021  COUNTRY     -  US
 FK0021  USGS QUAD   -  GEARY NORTH (2018)
 FK0021
 FK0021                         *CURRENT SURVEY CONTROL
 FK0021  ______________________________________________________________________
 FK0021* NAD 83(1986) POSITION- 35 37 42.     (N) 098 19 20.     (W)   SCALED
 FK0021* NAVD 88 ORTHO HEIGHT -   484.948 (meters)     1591.03  (feet) ADJUSTED
 FK0021  ______________________________________________________________________
 FK0021  GEOID HEIGHT    -        -26.985 (meters)                     GEOID18
 FK0021  DYNAMIC HEIGHT  -        484.476 (meters)     1589.49  (feet) COMP
 FK0021  MODELED GRAVITY -    979,644.4   (mgal)                       NAVD 88
 FK0021
 FK0021  VERT ORDER      -  FIRST     CLASS II
 FK0021
 FK0021.The horizontal coordinates were scaled from a map and have
 FK0021.an estimated accuracy of +/- 6 seconds.
 FK0021
 FK0021.The orthometric height was determined by differential leveling and
 FK0021.adjusted by the NATIONAL GEODETIC SURVEY
 FK0021.in June 1991.
 FK0021
 FK0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0021.GEOID18 height accuracy estimate available here.
 FK0021
 FK0021.Click photographs - Photos may exist for this station.
 FK0021
 FK0021.The dynamic height is computed by dividing the NAVD 88
 FK0021.geopotential number by the normal gravity value computed on the
 FK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0021.degrees latitude (g = 980.6199 gals.).
 FK0021
 FK0021.The modeled gravity was interpolated from observed gravity values.
 FK0021
 FK0021;                    North         East    Units  Estimated Accuracy
 FK0021;SPC OK N     -    69,760.      570,810.      MT  (+/- 180 meters Scaled)
 FK0021
 FK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE613429(NAD 83)
 FK0021
 FK0021                          SUPERSEDED SURVEY CONTROL
 FK0021
 FK0021  NGVD 29 (??/??/92)  484.752  (m)         1590.39   (f) ADJ UNCH    1 2
 FK0021
 FK0021.Superseded values are not recommended for survey control.
 FK0021
 FK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0021.See file dsdata.pdf to determine how the superseded data were derived.
 FK0021
 FK0021_MARKER: B = BOLT
 FK0021_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0021_SP_SET: WATER TANK FOOTING
 FK0021_MARK LOGO: NONE
 FK0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0021+STABILITY: SURFACE MOTION
 FK0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0021+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994
 FK0021
 FK0021  HISTORY     - Date     Condition        Report By
 FK0021  HISTORY     - 1909     MONUMENTED       CGS
 FK0021  HISTORY     - 1953     GOOD             CGS
 FK0021  HISTORY     - 19940209 GOOD             NGS
 FK0021
 FK0021                          STATION DESCRIPTION
 FK0021
 FK0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0021'AT GEARY, AT THE MOST WESTERLY ONE OF 2 WATER TOWERS, 1.5 FEET
 FK0021'ABOVE THE GROUND, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 FK0021'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE WATER TOWER.
 FK0021
 FK0021                          STATION RECOVERY (1994)
 FK0021
 FK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0021'IN GEARY, AT THE INTERSECTION OF SOUTH AURORA AVENUE AND SOUTHWEST
 FK0021'EMBREE DRIVE, A METAL BOLT IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE
 FK0021'EAST CORNER OF THE CONCRETE FOUNDATION FOR THE NORTHEAST LEG OF THE
 FK0021'MOST WESTERLY OF 2 WATER TANKS, 57.5 M (188.6 FT) SOUTH OF THE DRIVE
 FK0021'CENTER, 34.9 M (114.5 FT) EAST OF THE AVENUE CENTER, 1.0 M (3.3 FT)
 FK0021'ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE GROUND
 FK0021'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0915 ***********************************************************************
 FH0915  DESIGNATION -  G 200
 FH0915  PID         -  FH0915
 FH0915  STATE/COUNTY-  OK/SEQUOYAH
 FH0915  COUNTRY     -  US
 FH0915  USGS QUAD   -  GANS (2018)
 FH0915
 FH0915                         *CURRENT SURVEY CONTROL
 FH0915  ______________________________________________________________________
 FH0915* NAD 83(1986) POSITION- 35 24 53.     (N) 094 41 33.     (W)   SCALED
 FH0915* NAVD 88 ORTHO HEIGHT -   169.920 (meters)      557.48  (feet) ADJUSTED
 FH0915  ______________________________________________________________________
 FH0915  GEOID HEIGHT    -        -30.132 (meters)                     GEOID18
 FH0915  DYNAMIC HEIGHT  -        169.761 (meters)      556.96  (feet) COMP
 FH0915  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 FH0915
 FH0915  VERT ORDER      -  FIRST     CLASS II
 FH0915
 FH0915.The horizontal coordinates were scaled from a map and have
 FH0915.an estimated accuracy of +/- 6 seconds.
 FH0915
 FH0915.The orthometric height was determined by differential leveling and
 FH0915.adjusted by the NATIONAL GEODETIC SURVEY
 FH0915.in June 1991.
 FH0915
 FH0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0915.GEOID18 height accuracy estimate available here.
 FH0915
 FH0915.Click photographs - Photos may exist for this station.
 FH0915
 FH0915.The dynamic height is computed by dividing the NAVD 88
 FH0915.geopotential number by the normal gravity value computed on the
 FH0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0915.degrees latitude (g = 980.6199 gals.).
 FH0915
 FH0915.The modeled gravity was interpolated from observed gravity values.
 FH0915
 FH0915;                    North         East    Units  Estimated Accuracy
 FH0915;SPC OK N     -    51,130.      900,360.      MT  (+/- 180 meters Scaled)
 FH0915
 FH0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV463203(NAD 83)
 FH0915
 FH0915                          SUPERSEDED SURVEY CONTROL
 FH0915
 FH0915.No superseded survey control is available for this station.
 FH0915
 FH0915_MARKER: DV = VERTICAL CONTROL DISK
 FH0915_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0915_SP_SET: PIER
 FH0915_STAMPING: G 200 1984
 FH0915_MARK LOGO: NGS
 FH0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0915+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 FH0915
 FH0915  HISTORY     - Date     Condition        Report By
 FH0915  HISTORY     - 1984     MONUMENTED       NGS
 FH0915  HISTORY     - 1988     GOOD             USPSQD
 FH0915  HISTORY     - 1989     GOOD             USPSQD
 FH0915  HISTORY     - 1990     GOOD             USPSQD
 FH0915  HISTORY     - 20220804 GOOD             OKDOT
 FH0915
 FH0915                          STATION DESCRIPTION
 FH0915
 FH0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0915'11.8 KM (7.35 MI) WEST FROM MULDROW.
 FH0915'11.8 KM (7.35 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FH0915'OF STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT A
 FH0915'CROSSROAD OVERPASS, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH PIER
 FH0915'UNDER THE OVERPASS OF THE EASTBOUND LANES, ABOUT 1.55 METERS (5.1 FT)
 FH0915'ABOVE THE GROUND, ALSO 7.4 KM (4.6 MI) SOUTHEAST ALONG INTERSTATE
 FH0915'HIGHWAY 40 FROM THE JUNCTION OF U.S. HIGHWAY 64 (ABOUT 3.2 KM (2.0 MI)
 FH0915'SOUTHEAST OF SALLISAW), 6.85 METERS (22.5 FT) SOUTHWEST OF THE
 FH0915'CENTERLINE OF THE EASTBOUND LANES, 1.43 METERS (4.7 FT) SOUTHEAST OF
 FH0915'THE NORTHWEST FACE OF THE PIER, AND 1.37 METERS (4.5 FT) NORTHWEST OF
 FH0915'THE SOUTHEAST FACE OF THE PIER.
 FH0915'THE MARK IS 1.52 M ABOVE EASTBOUND LANES.
 FH0915
 FH0915                          STATION RECOVERY (1988)
 FH0915
 FH0915'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0915'RECOVERED IN GOOD CONDITION.
 FH0915
 FH0915                          STATION RECOVERY (1989)
 FH0915
 FH0915'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0915'RECOVERED IN GOOD CONDITION.
 FH0915
 FH0915                          STATION RECOVERY (1990)
 FH0915
 FH0915'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0915'RECOVERED IN GOOD CONDITION.
 FH0915
 FH0915                          STATION RECOVERY (2022)
 FH0915
 FH0915'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0915'VERTICAL BENCH MARK RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0869 ***********************************************************************
 FH0869  DESIGNATION -  G 201
 FH0869  PID         -  FH0869
 FH0869  STATE/COUNTY-  OK/MCINTOSH
 FH0869  COUNTRY     -  US
 FH0869  USGS QUAD   -  WARNER NW (2018)
 FH0869
 FH0869                         *CURRENT SURVEY CONTROL
 FH0869  ______________________________________________________________________
 FH0869* NAD 83(1986) POSITION- 35 27 22.44   (N) 095 29 25.23   (W)   HD_HELD1
 FH0869* NAVD 88 ORTHO HEIGHT -   185.638 (meters)      609.05  (feet) ADJUSTED
 FH0869  ______________________________________________________________________
 FH0869  GEOID HEIGHT    -        -29.823 (meters)                     GEOID18
 FH0869  DYNAMIC HEIGHT  -        185.464 (meters)      608.48  (feet) COMP
 FH0869  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FH0869
 FH0869  VERT ORDER      -  FIRST     CLASS II
 FH0869
 FH0869.The horizontal coordinates were determined by differentially corrected
 FH0869.hand held GPS observations or other comparable positioning techniques
 FH0869.and have an estimated accuracy of +/- 3 meters.
 FH0869
 FH0869.The orthometric height was determined by differential leveling and
 FH0869.adjusted by the NATIONAL GEODETIC SURVEY
 FH0869.in June 1991.
 FH0869
 FH0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0869.GEOID18 height accuracy estimate available here.
 FH0869
 FH0869.Click photographs - Photos may exist for this station.
 FH0869
 FH0869.The dynamic height is computed by dividing the NAVD 88
 FH0869.geopotential number by the normal gravity value computed on the
 FH0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0869.degrees latitude (g = 980.6199 gals.).
 FH0869
 FH0869.The modeled gravity was interpolated from observed gravity values.
 FH0869
 FH0869;                    North         East    Units  Estimated Accuracy
 FH0869;SPC OK S     -   238,324.1     827,811.5     MT  (+/- 3 meters HH1 GPS) 
 FH0869
 FH0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7399726489(NAD 83)
 FH0869
 FH0869                          SUPERSEDED SURVEY CONTROL
 FH0869
 FH0869.No superseded survey control is available for this station.
 FH0869
 FH0869_MARKER: DV = VERTICAL CONTROL DISK
 FH0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0869_SP_SET: HEADWALL
 FH0869_STAMPING: G 201 1984
 FH0869_MARK LOGO: NGS
 FH0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0869+STABILITY: SURFACE MOTION
 FH0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0869+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2022
 FH0869
 FH0869  HISTORY     - Date     Condition        Report By
 FH0869  HISTORY     - 1984     MONUMENTED       NGS
 FH0869  HISTORY     - 1988     GOOD             USPSQD
 FH0869  HISTORY     - 1989     GOOD             USPSQD
 FH0869  HISTORY     - 1990     GOOD             USPSQD
 FH0869  HISTORY     - 20020815 GOOD             OKDOT
 FH0869  HISTORY     - 20210511 GOOD             OKDOT
 FH0869  HISTORY     - 20220328 GOOD             OKDOT
 FH0869
 FH0869                          STATION DESCRIPTION
 FH0869
 FH0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0869'3.6 KM (2.25 MI) EAST FROM CHECOTAH.
 FH0869'3.6 KM (2.25 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0869'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET IN THE WEST
 FH0869'END OF THE SOUTH HEADWALL OF A 13.1 METERS (43.0 FT) TRIPLE BOX
 FH0869'CULVERT, ABOUT 0.3 KM (0.2 MI) WEST OF A DIRT ROAD OVERPASS,
 FH0869'14.0 METERS (46.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0869'EASTBOUND LANES, 81.4 METERS (267.0 FT) EAST-SOUTHEAST OF MILEPOST
 FH0869'NUMBER 268, AND 12.6 METERS (41.5 FT) WEST OF AN OKLAHOMA DEPARTMENT
 FH0869'OF HIGHWAY SURVEY DISK.  NOTE, OKLAHOMA DEPARTMENT OF HIGHWAY SURVEY
 FH0869'DISK IS SET IN THE EAST END OF THE HEADWALL OF THE SAME CULVERT AS G
 FH0869'201, NO STAMPING ON THE DISK, NO GOOD HIGH POINT.
 FH0869'THE MARK IS 0.0  NE FROM A WITNESS POST.
 FH0869'THE MARK IS 0.3 M BELOW EASTBOUND HIGHWAY.
 FH0869
 FH0869                          STATION RECOVERY (1988)
 FH0869
 FH0869'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0869'RECOVERED IN GOOD CONDITION.
 FH0869
 FH0869                          STATION RECOVERY (1989)
 FH0869
 FH0869'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0869'RECOVERED IN GOOD CONDITION.
 FH0869
 FH0869                          STATION RECOVERY (1990)
 FH0869
 FH0869'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0869'RECOVERED IN GOOD CONDITION.
 FH0869
 FH0869                          STATION RECOVERY (2002)
 FH0869
 FH0869'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0869'RECOVERED IN GOOD CONDITION.
 FH0869
 FH0869                          STATION RECOVERY (2021)
 FH0869
 FH0869'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0869'RECOVERED IN GOOD CONDITION.
 FH0869
 FH0869                          STATION RECOVERY (2022)
 FH0869
 FH0869'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (SH)
 FH0869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1312 ***********************************************************************
 GL1312  DESIGNATION -  G 202
 GL1312  PID         -  GL1312
 GL1312  STATE/COUNTY-  OK/CIMARRON
 GL1312  COUNTRY     -  US
 GL1312  USGS QUAD   -  BOISE CITY SE (2018)
 GL1312
 GL1312                         *CURRENT SURVEY CONTROL
 GL1312  ______________________________________________________________________
 GL1312* NAD 83(1986) POSITION- 36 34 53.     (N) 102 33 11.     (W)   SCALED
 GL1312* NAVD 88 ORTHO HEIGHT -  1277.093 (meters)     4189.93  (feet) ADJUSTED
 GL1312  ______________________________________________________________________
 GL1312  GEOID HEIGHT    -        -23.785 (meters)                     GEOID18
 GL1312  DYNAMIC HEIGHT  -       1275.675 (meters)     4185.28  (feet) COMP
 GL1312  MODELED GRAVITY -    979,477.0   (mgal)                       NAVD 88
 GL1312
 GL1312  VERT ORDER      -  FIRST     CLASS II
 GL1312
 GL1312.The horizontal coordinates were scaled from a map and have
 GL1312.an estimated accuracy of +/- 6 seconds.
 GL1312
 GL1312.The orthometric height was determined by differential leveling and
 GL1312.adjusted by the NATIONAL GEODETIC SURVEY
 GL1312.in June 1991.
 GL1312
 GL1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1312.GEOID18 height accuracy estimate available here.
 GL1312
 GL1312.Click photographs - Photos may exist for this station.
 GL1312
 GL1312.The dynamic height is computed by dividing the NAVD 88
 GL1312.geopotential number by the normal gravity value computed on the
 GL1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1312.degrees latitude (g = 980.6199 gals.).
 GL1312
 GL1312.The modeled gravity was interpolated from observed gravity values.
 GL1312
 GL1312;                    North         East    Units  Estimated Accuracy
 GL1312;SPC OK N     -   185,020.      192,680.      MT  (+/- 180 meters Scaled)
 GL1312
 GL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA189512(NAD 83)
 GL1312
 GL1312                          SUPERSEDED SURVEY CONTROL
 GL1312
 GL1312.No superseded survey control is available for this station.
 GL1312
 GL1312_MARKER: I = METAL ROD
 GL1312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1312_STAMPING: G 202 1985
 GL1312_MARK LOGO: NGS
 GL1312_PROJECTION: FLUSH
 GL1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1312+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 GL1312_ROD/PIPE-DEPTH: 9.4 meters
 GL1312
 GL1312  HISTORY     - Date     Condition        Report By
 GL1312  HISTORY     - 1985     MONUMENTED       NGS
 GL1312  HISTORY     - 20071010 GOOD             INDIV
 GL1312
 GL1312                          STATION DESCRIPTION
 GL1312
 GL1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1312'18.2 KM (11.3 MI) SOUTH FROM BOISE CITY.
 GL1312'18.3 KM (11.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1312'IN BOISE CITY, 2,5 KM (1.55 MI) NORTH OF THE INTERSECTION OF A PAVED
 GL1312'ROAD LEADING WEST, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF THE
 GL1312'HIGHWAY, 2.4 M (7.9 FT) SOUTH OF A T-FENCE, AND 1.0 M (3.3 FT)
 GL1312'NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GL1312'THROUGH A 5-INCH LOGO CAP.
 GL1312'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1312'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1312
 GL1312                          STATION RECOVERY (2007)
 GL1312
 GL1312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SGK)
 GL1312'FOUND IN GOOD CONDITION AS DESCRIBED. THE LID OF THE VAULT IS NOW 0.3
 GL1312'FEET BELOW THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1112 ***********************************************************************
 DM1112  DESIGNATION -  G 203
 DM1112  PID         -  DM1112
 DM1112  STATE/COUNTY-  OK/MCCURTAIN
 DM1112  COUNTRY     -  US
 DM1112  USGS QUAD   -  BOKHOMA (2019)
 DM1112
 DM1112                         *CURRENT SURVEY CONTROL
 DM1112  ______________________________________________________________________
 DM1112* NAD 83(1986) POSITION- 33 46 56.     (N) 094 34 24.     (W)   SCALED
 DM1112* NAVD 88 ORTHO HEIGHT -   114.324 (meters)      375.08  (feet) ADJUSTED
 DM1112  ______________________________________________________________________
 DM1112  GEOID HEIGHT    -        -27.276 (meters)                     GEOID18
 DM1112  DYNAMIC HEIGHT  -        114.207 (meters)      374.69  (feet) COMP
 DM1112  MODELED GRAVITY -    979,608.6   (mgal)                       NAVD 88
 DM1112
 DM1112  VERT ORDER      -  FIRST     CLASS II
 DM1112
 DM1112.The horizontal coordinates were scaled from a map and have
 DM1112.an estimated accuracy of +/- 6 seconds.
 DM1112
 DM1112.The orthometric height was determined by differential leveling and
 DM1112.adjusted by the NATIONAL GEODETIC SURVEY
 DM1112.in June 1991.
 DM1112
 DM1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1112.GEOID18 height accuracy estimate available here.
 DM1112
 DM1112.Click photographs - Photos may exist for this station.
 DM1112
 DM1112.The dynamic height is computed by dividing the NAVD 88
 DM1112.geopotential number by the normal gravity value computed on the
 DM1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1112.degrees latitude (g = 980.6199 gals.).
 DM1112
 DM1112.The modeled gravity was interpolated from observed gravity values.
 DM1112
 DM1112;                    North         East    Units  Estimated Accuracy
 DM1112;SPC OK S     -    55,180.      917,330.      MT  (+/- 180 meters Scaled)
 DM1112
 DM1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT543391(NAD 83)
 DM1112
 DM1112                          SUPERSEDED SURVEY CONTROL
 DM1112
 DM1112.No superseded survey control is available for this station.
 DM1112
 DM1112_MARKER: I = METAL ROD
 DM1112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1112_STAMPING: G 203 1986
 DM1112_MARK LOGO: NGS
 DM1112_PROJECTION: FLUSH
 DM1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1112_ROD/PIPE-DEPTH: 9.8 meters
 DM1112
 DM1112  HISTORY     - Date     Condition        Report By
 DM1112  HISTORY     - 1986     MONUMENTED       NGS
 DM1112
 DM1112                          STATION DESCRIPTION
 DM1112
 DM1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1112'22.8 KM (14.15 MI) WEST FROM FOREMAN AR.
 DM1112'22.8 KM (14.15 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1112'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1112'14.3 M (46.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.5 M
 DM1112'(34.4 FT) WEST-SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT
 DM1112'HEADWALL, AND 4.7 M (15.4 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.
 DM1112'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1112'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DM1112'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0815 ***********************************************************************
 FJ0815  DESIGNATION -  G 204
 FJ0815  PID         -  FJ0815
 FJ0815  STATE/COUNTY-  OK/CANADIAN
 FJ0815  COUNTRY     -  US
 FJ0815  USGS QUAD   -  EL RENO (2018)
 FJ0815
 FJ0815                         *CURRENT SURVEY CONTROL
 FJ0815  ______________________________________________________________________
 FJ0815* NAD 83(1986) POSITION- 35 37 27.     (N) 097 57 31.     (W)   SCALED
 FJ0815* NAVD 88 ORTHO HEIGHT -   392.720 (meters)     1288.45  (feet) ADJUSTED
 FJ0815  ______________________________________________________________________
 FJ0815  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FJ0815  DYNAMIC HEIGHT  -        392.345 (meters)     1287.22  (feet) COMP
 FJ0815  MODELED GRAVITY -    979,665.8   (mgal)                       NAVD 88
 FJ0815
 FJ0815  VERT ORDER      -  FIRST     CLASS II
 FJ0815
 FJ0815.The horizontal coordinates were scaled from a map and have
 FJ0815.an estimated accuracy of +/- 6 seconds.
 FJ0815
 FJ0815.The orthometric height was determined by differential leveling and
 FJ0815.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0815.in June 1991.
 FJ0815
 FJ0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0815.GEOID18 height accuracy estimate available here.
 FJ0815
 FJ0815.Click photographs - Photos may exist for this station.
 FJ0815
 FJ0815.The dynamic height is computed by dividing the NAVD 88
 FJ0815.geopotential number by the normal gravity value computed on the
 FJ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0815.degrees latitude (g = 980.6199 gals.).
 FJ0815
 FJ0815.The modeled gravity was interpolated from observed gravity values.
 FJ0815
 FJ0815;                    North         East    Units  Estimated Accuracy
 FJ0815;SPC OK N     -    69,250.      603,750.      MT  (+/- 180 meters Scaled)
 FJ0815
 FJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE943427(NAD 83)
 FJ0815
 FJ0815                          SUPERSEDED SURVEY CONTROL
 FJ0815
 FJ0815  NGVD 29 (04/22/92)  392.552  (m)         1287.90   (f) ADJUSTED    1 2
 FJ0815
 FJ0815.Superseded values are not recommended for survey control.
 FJ0815
 FJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0815.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0815
 FJ0815_MARKER: I = METAL ROD
 FJ0815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0815_STAMPING: G 204 1985
 FJ0815_MARK LOGO: NGS
 FJ0815_PROJECTION: FLUSH
 FJ0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0815_ROD/PIPE-DEPTH: 3.7 meters
 FJ0815
 FJ0815  HISTORY     - Date     Condition        Report By
 FJ0815  HISTORY     - 1985     MONUMENTED       NGS
 FJ0815
 FJ0815                          STATION DESCRIPTION
 FJ0815
 FJ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0815'10.0 KM (6.2 MI) NORTH FROM EL RENO.
 FJ0815'9.97 KM (6.20 MI) NORTH ALONG US HIGHWAY 81 FROM THE CANADIAN COUNTY
 FJ0815'COURTHOUSE AT EL RENO, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 FJ0815'GRAVEL SECTION LINE ROAD LEADING EAST, 2.68 KM (1.67 MI) NORTH OF THE
 FJ0815'Y JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO CONCHO, 64.0 METERS
 FJ0815'(210 FT) EAST OF THE HIGHWAY CENTERLINE, 8.5 METERS (28 FT) NORTH OF
 FJ0815'THE CENTER OF THE ROAD, 52.4 METERS (172 FT) EAST-NORTHEAST OF THE
 FJ0815'EAST LEG OF AN IRON PIPE SUPPORT FOR A MT. ZION UNITED METHODIST
 FJ0815'CHURCH 2 MILES SIGN AND 0.2 METER (0.8 FT) SOUTH OF THE RIGHT OF WAY
 FJ0815'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0815'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FJ0815'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0562 ***********************************************************************
 GH0562  DESIGNATION -  G 205
 GH0562  PID         -  GH0562
 GH0562  STATE/COUNTY-  OK/GARFIELD
 GH0562  COUNTRY     -  US
 GH0562  USGS QUAD   -  ENID EAST (2018)
 GH0562
 GH0562                         *CURRENT SURVEY CONTROL
 GH0562  ______________________________________________________________________
 GH0562* NAD 83(1986) POSITION- 36 27 48.67   (N) 097 52 20.65   (W)   HD_HELD1
 GH0562* NAVD 88 ORTHO HEIGHT -   392.674 (meters)     1288.30  (feet) ADJUSTED
 GH0562  ______________________________________________________________________
 GH0562  GEOID HEIGHT    -        -27.780 (meters)                     GEOID18
 GH0562  DYNAMIC HEIGHT  -        392.331 (meters)     1287.17  (feet) COMP
 GH0562  MODELED GRAVITY -    979,747.9   (mgal)                       NAVD 88
 GH0562
 GH0562  VERT ORDER      -  FIRST     CLASS II
 GH0562
 GH0562.The horizontal coordinates were determined by differentially corrected
 GH0562.hand held GPS observations or other comparable positioning techniques
 GH0562.and have an estimated accuracy of +/- 3 meters.
 GH0562
 GH0562.The orthometric height was determined by differential leveling and
 GH0562.adjusted by the NATIONAL GEODETIC SURVEY
 GH0562.in June 1991.
 GH0562
 GH0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0562.GEOID18 height accuracy estimate available here.
 GH0562
 GH0562.Click photographs - Photos may exist for this station.
 GH0562
 GH0562.The dynamic height is computed by dividing the NAVD 88
 GH0562.geopotential number by the normal gravity value computed on the
 GH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0562.degrees latitude (g = 980.6199 gals.).
 GH0562
 GH0562.The modeled gravity was interpolated from observed gravity values.
 GH0562
 GH0562;                    North         East    Units  Estimated Accuracy
 GH0562;SPC OK N     -   162,391.1     611,436.5     MT  (+/- 3 meters HH1 GPS) 
 GH0562
 GH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0103135952(NAD 83)
 GH0562
 GH0562                          SUPERSEDED SURVEY CONTROL
 GH0562
 GH0562  NGVD 29 (04/22/92)  392.503  (m)         1287.74   (f) ADJUSTED    1 2
 GH0562
 GH0562.Superseded values are not recommended for survey control.
 GH0562
 GH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0562.See file dsdata.pdf to determine how the superseded data were derived.
 GH0562
 GH0562_MARKER: F = FLANGE-ENCASED ROD
 GH0562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0562_STAMPING: G 205 1985
 GH0562_MARK LOGO: NGS
 GH0562_PROJECTION: FLUSH
 GH0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0562+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2017
 GH0562_ROD/PIPE-DEPTH: 7.9 meters
 GH0562
 GH0562  HISTORY     - Date     Condition        Report By
 GH0562  HISTORY     - 1985     MONUMENTED       NGS
 GH0562  HISTORY     - 20091201 GOOD             INDIV
 GH0562  HISTORY     - 20170119 GOOD             INDIV
 GH0562
 GH0562                          STATION DESCRIPTION
 GH0562
 GH0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0562'9.5 KM (5.9 MI) NORTH FROM ENID.
 GH0562'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0562'IN ENID, THENCE 8.5 KM (5.3 MI) NORTH ALONG US HIGHWAY 81, AT CARRIER
 GH0562'ROAD, 18.0 METERS (59 FT) EAST OF THE HIGHWAY CENTERLINE (NORTH
 GH0562'BOUND), 16.0 METERS (49.3 FT) NORTH OF THE CENTER OF CARRIER ROAD, 3.7
 GH0562'METERS (12 FT) NORTH OF A FENCE CORNER POST, 0.18 METER (0.6 FT) WEST
 GH0562'OF A FENCE AND 5.3 METERS (17.3 FT) NORTH OF POWER POLE 60.
 GH0562'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0562'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0562'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GH0562
 GH0562                          STATION RECOVERY (2009)
 GH0562
 GH0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0562'RECOVERED IN GOOD CONDITION.
 GH0562
 GH0562                          STATION RECOVERY (2017)
 GH0562
 GH0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RLJ)
 GH0562'DESCRIPTION IS ADEQUATE, RESET SIGN POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0611 ***********************************************************************
 GH0611  DESIGNATION -  G 206
 GH0611  PID         -  GH0611
 GH0611  STATE/COUNTY-  OK/GRANT
 GH0611  COUNTRY     -  US
 GH0611  USGS QUAD   -  WAKITA SE (2018)
 GH0611
 GH0611                         *CURRENT SURVEY CONTROL
 GH0611  ______________________________________________________________________
 GH0611* NAD 83(1986) POSITION- 36 48 38.     (N) 097 46 31.     (W)   SCALED
 GH0611* NAVD 88 ORTHO HEIGHT -   326.545 (meters)     1071.34  (feet) ADJUSTED
 GH0611  ______________________________________________________________________
 GH0611  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 GH0611  DYNAMIC HEIGHT  -        326.272 (meters)     1070.44  (feet) COMP
 GH0611  MODELED GRAVITY -    979,787.2   (mgal)                       NAVD 88
 GH0611
 GH0611  VERT ORDER      -  FIRST     CLASS II
 GH0611
 GH0611.The horizontal coordinates were scaled from a map and have
 GH0611.an estimated accuracy of +/- 6 seconds.
 GH0611
 GH0611.The orthometric height was determined by differential leveling and
 GH0611.adjusted by the NATIONAL GEODETIC SURVEY
 GH0611.in June 1991.
 GH0611
 GH0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0611.GEOID18 height accuracy estimate available here.
 GH0611
 GH0611.Click photographs - Photos may exist for this station.
 GH0611
 GH0611.The dynamic height is computed by dividing the NAVD 88
 GH0611.geopotential number by the normal gravity value computed on the
 GH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0611.degrees latitude (g = 980.6199 gals.).
 GH0611
 GH0611.The modeled gravity was interpolated from observed gravity values.
 GH0611
 GH0611;                    North         East    Units  Estimated Accuracy
 GH0611;SPC OK N     -   200,920.      620,050.      MT  (+/- 180 meters Scaled)
 GH0611
 GH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF092745(NAD 83)
 GH0611
 GH0611                          SUPERSEDED SURVEY CONTROL
 GH0611
 GH0611.No superseded survey control is available for this station.
 GH0611
 GH0611_MARKER: I = METAL ROD
 GH0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0611_STAMPING: G 206 1985
 GH0611_MARK LOGO: NGS
 GH0611_PROJECTION: FLUSH
 GH0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0611+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0611_ROD/PIPE-DEPTH: 8.5 meters
 GH0611
 GH0611  HISTORY     - Date     Condition        Report By
 GH0611  HISTORY     - 1985     MONUMENTED       NGS
 GH0611  HISTORY     - 20090528 GOOD             OKDOT
 GH0611
 GH0611                          STATION DESCRIPTION
 GH0611
 GH0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0611'3.8 KM (2.35 MI) WEST FROM MEDFORD.
 GH0611'3.8 KM (2.35 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0611'HIGHWAY 81 AT MEDFORD, ABOUT 250 FEET EAST OF A SMALL BRIDGE, 27.1
 GH0611'METERS (89 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.6 METERS (21.5 FT)
 GH0611'EAST OF THE CENTER OF A WIRE GATE, 10.7 METERS (35 FT) SOUTH-SOUTHWEST
 GH0611'OF THE SOUTH END OF A BOX CULVERT HEADWALL AND 0.45 METER (1.5 FT)
 GH0611'NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GH0611'THROUGH A 5-INCH LOGO CAP.
 GH0611'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 GH0611'THE MARK IS 0.91 M BELOW THE HIGHWAY.
 GH0611
 GH0611                          STATION RECOVERY (2009)
 GH0611
 GH0611'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0597 ***********************************************************************
 GH0597  DESIGNATION -  G 207
 GH0597  PID         -  GH0597
 GH0597  STATE/COUNTY-  OK/GARFIELD
 GH0597  COUNTRY     -  US
 GH0597  USGS QUAD   -  BISON (2018)
 GH0597
 GH0597                         *CURRENT SURVEY CONTROL
 GH0597  ______________________________________________________________________
 GH0597* NAD 83(1986) POSITION- 36 13 56.     (N) 097 53 20.     (W)   SCALED
 GH0597* NAVD 88 ORTHO HEIGHT -   378.955 (meters)     1243.29  (feet) ADJUSTED
 GH0597  ______________________________________________________________________
 GH0597  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 GH0597  DYNAMIC HEIGHT  -        378.618 (meters)     1242.18  (feet) COMP
 GH0597  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 GH0597
 GH0597  VERT ORDER      -  FIRST     CLASS II
 GH0597
 GH0597.The horizontal coordinates were scaled from a map and have
 GH0597.an estimated accuracy of +/- 6 seconds.
 GH0597
 GH0597.The orthometric height was determined by differential leveling and
 GH0597.adjusted by the NATIONAL GEODETIC SURVEY
 GH0597.in June 1991.
 GH0597
 GH0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0597.GEOID18 height accuracy estimate available here.
 GH0597
 GH0597.Click photographs - Photos may exist for this station.
 GH0597
 GH0597.The dynamic height is computed by dividing the NAVD 88
 GH0597.geopotential number by the normal gravity value computed on the
 GH0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0597.degrees latitude (g = 980.6199 gals.).
 GH0597
 GH0597.The modeled gravity was interpolated from observed gravity values.
 GH0597
 GH0597;                    North         East    Units  Estimated Accuracy
 GH0597;SPC OK N     -   136,730.      609,990.      MT  (+/- 180 meters Scaled)
 GH0597
 GH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF998102(NAD 83)
 GH0597
 GH0597                          SUPERSEDED SURVEY CONTROL
 GH0597
 GH0597  NGVD 29 (04/22/92)  378.778  (m)         1242.71   (f) ADJUSTED    1 2
 GH0597
 GH0597.Superseded values are not recommended for survey control.
 GH0597
 GH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0597.See file dsdata.pdf to determine how the superseded data were derived.
 GH0597
 GH0597_MARKER: I = METAL ROD
 GH0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0597_STAMPING: G 207 1985
 GH0597_MARK LOGO: NGS
 GH0597_PROJECTION: FLUSH
 GH0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0597+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2017
 GH0597_ROD/PIPE-DEPTH: 5.5 meters
 GH0597
 GH0597  HISTORY     - Date     Condition        Report By
 GH0597  HISTORY     - 1985     MONUMENTED       NGS
 GH0597  HISTORY     - 20090126 GOOD             OKDOT
 GH0597  HISTORY     - 20170107 GOOD             WOOLPT
 GH0597
 GH0597                          STATION DESCRIPTION
 GH0597
 GH0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0597'4.0 KM (2.5 MI) NORTH FROM BISON.
 GH0597'4.03 KM (2.50 MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF MAIN
 GH0597'STREET AT BISON, ALSO 5.30 KM (3.29 MI) SOUTH ALONG US HIGHWAY 81 FROM
 GH0597'WAUKOMIS, IN THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL SECTION
 GH0597'LINE ROAD, 27.1 METERS (89 FT) EAST OF THE NORTH BOUND LANES, 14.3
 GH0597'METERS (47 FT) NORTH OF THE CENTER OF THE ROAD, 2.2 METERS (7.2 FT)
 GH0597'NORTH-NORTHEAST OF A TELEPHONE CABLE ACCESS BOX 500 2031, 2.0 METERS
 GH0597'(6.6 FT) NORTH OF THE SOUTHWEST CORNER IN THE RIGHT OF WAY FENCE, 0.8
 GH0597'METER (2.7 FT) NORTH OF A T JUNCTION POWER POLE AND 0.3 METER (1 FT)
 GH0597'WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GH0597'THROUGH A 5-INCH LOGO CAP.
 GH0597'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0597'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 GH0597
 GH0597                          STATION RECOVERY (2009)
 GH0597
 GH0597'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0597'RECOVERED IN GOOD CONDITION.
 GH0597
 GH0597                          STATION RECOVERY (2017)
 GH0597
 GH0597'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (DJK)
 GH0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1140 ***********************************************************************
 DM1140  DESIGNATION -  G 208
 DM1140  PID         -  DM1140
 DM1140  STATE/COUNTY-  OK/MCCURTAIN
 DM1140  COUNTRY     -  US
 DM1140  USGS QUAD   -  MILLERTON (2019)
 DM1140
 DM1140                         *CURRENT SURVEY CONTROL
 DM1140  ______________________________________________________________________
 DM1140* NAD 83(1986) POSITION- 33 59 05.     (N) 095 00 50.     (W)   SCALED
 DM1140* NAVD 88 ORTHO HEIGHT -   154.553 (meters)      507.06  (feet) ADJUSTED
 DM1140  ______________________________________________________________________
 DM1140  GEOID HEIGHT    -        -28.333 (meters)                     GEOID18
 DM1140  DYNAMIC HEIGHT  -        154.395 (meters)      506.54  (feet) COMP
 DM1140  MODELED GRAVITY -    979,609.4   (mgal)                       NAVD 88
 DM1140
 DM1140  VERT ORDER      -  FIRST     CLASS II
 DM1140
 DM1140.The horizontal coordinates were scaled from a map and have
 DM1140.an estimated accuracy of +/- 6 seconds.
 DM1140
 DM1140.The orthometric height was determined by differential leveling and
 DM1140.adjusted by the NATIONAL GEODETIC SURVEY
 DM1140.in June 1991.
 DM1140
 DM1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1140.GEOID18 height accuracy estimate available here.
 DM1140
 DM1140.Click photographs - Photos may exist for this station.
 DM1140
 DM1140.The dynamic height is computed by dividing the NAVD 88
 DM1140.geopotential number by the normal gravity value computed on the
 DM1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1140.degrees latitude (g = 980.6199 gals.).
 DM1140
 DM1140.The modeled gravity was interpolated from observed gravity values.
 DM1140
 DM1140;                    North         East    Units  Estimated Accuracy
 DM1140;SPC OK S     -    76,340.      875,880.      MT  (+/- 180 meters Scaled)
 DM1140
 DM1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT139622(NAD 83)
 DM1140
 DM1140                          SUPERSEDED SURVEY CONTROL
 DM1140
 DM1140.No superseded survey control is available for this station.
 DM1140
 DM1140_MARKER: I = METAL ROD
 DM1140_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1140+WITH SETTING: INFORMATION.
 DM1140_STAMPING: G 208 1986
 DM1140_MARK LOGO: NGS
 DM1140_PROJECTION: RECESSED 1 CENTIMETERS
 DM1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1140_ROD/PIPE-DEPTH: 2.5 meters
 DM1140
 DM1140  HISTORY     - Date     Condition        Report By
 DM1140  HISTORY     - 1986     MONUMENTED       NGS
 DM1140
 DM1140                          STATION DESCRIPTION
 DM1140
 DM1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1140'IN MILLERTON.
 DM1140'IN MILLERTON, AT THE INTERSECTION OF U.S. HIGHWAY 70 AND MAIN STREET,
 DM1140'35.0 M (114.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST
 DM1140'OFFICE, 25.7 M (84.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DM1140'12.2 M (40.0 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE POST
 DM1140'OFFICE PARKING LOT, 8.1 M (26.6 FT) WEST OF THE CENTER OF THE STREET,
 DM1140'AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 DM1140'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1140'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0785 ***********************************************************************
 EK0785  DESIGNATION -  G 209
 EK0785  PID         -  EK0785
 EK0785  STATE/COUNTY-  OK/CHOCTAW
 EK0785  COUNTRY     -  US
 EK0785  USGS QUAD   -  HUGO (2019)
 EK0785
 EK0785                         *CURRENT SURVEY CONTROL
 EK0785  ______________________________________________________________________
 EK0785* NAD 83(1986) POSITION- 34 01 33.6    (N) 095 32 52.5    (W)   HD_HELD2
 EK0785* NAVD 88 ORTHO HEIGHT -   172.100 (meters)      564.63  (feet) ADJUSTED
 EK0785  ______________________________________________________________________
 EK0785  GEOID HEIGHT    -        -29.112 (meters)                     GEOID18
 EK0785  DYNAMIC HEIGHT  -        171.916 (meters)      564.03  (feet) COMP
 EK0785  MODELED GRAVITY -    979,561.0   (mgal)                       NAVD 88
 EK0785
 EK0785  VERT ORDER      -  FIRST     CLASS II
 EK0785
 EK0785.The horizontal coordinates were established by autonomous hand held GPS
 EK0785.observations and have an estimated accuracy of +/- 10 meters.
 EK0785
 EK0785.The orthometric height was determined by differential leveling and
 EK0785.adjusted by the NATIONAL GEODETIC SURVEY
 EK0785.in June 1991.
 EK0785
 EK0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0785.GEOID18 height accuracy estimate available here.
 EK0785
 EK0785.Click photographs - Photos may exist for this station.
 EK0785
 EK0785.The dynamic height is computed by dividing the NAVD 88
 EK0785.geopotential number by the normal gravity value computed on the
 EK0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0785.degrees latitude (g = 980.6199 gals.).
 EK0785
 EK0785.The modeled gravity was interpolated from observed gravity values.
 EK0785
 EK0785;                    North         East    Units  Estimated Accuracy
 EK0785;SPC OK S     -    79,584.      826,440.      MT  (+/- 10 meters HH2 GPS)
 EK0785
 EK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6474767966(NAD 83)
 EK0785
 EK0785                          SUPERSEDED SURVEY CONTROL
 EK0785
 EK0785.No superseded survey control is available for this station.
 EK0785
 EK0785_MARKER: DV = VERTICAL CONTROL DISK
 EK0785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EK0785_SP_SET: PIER
 EK0785_STAMPING: G 209 1986
 EK0785_MARK LOGO: NGS
 EK0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0785
 EK0785  HISTORY     - Date     Condition        Report By
 EK0785  HISTORY     - 1986     MONUMENTED       NGS
 EK0785
 EK0785                          STATION DESCRIPTION
 EK0785
 EK0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0785'3.9 KM (2.4 MI) WEST FROM HUGO.
 EK0785'3.9 KM (2.4 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0785'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, SET VERTICALLY IN THE SOUTH
 EK0785'FACE OF THE MOST NORTHWESTERLY 1 OF 4 COLUMNS OF THE FIRST PIER SOUTH
 EK0785'OF THE NORTH CONCRETE ABUTMENT OF THE SOUTH BOUND HIGHWAY OVERPASS OF
 EK0785'U.S. HIGHWAY 271, AND 7.5 M (24.6 FT) NORTHEAST OF THE CENTERLINE THE
 EK0785'WEST BOUND LANES OF THE HIGHWAY.
 EK0785'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1119 ***********************************************************************
 DM1119  DESIGNATION -  G 210
 DM1119  PID         -  DM1119
 DM1119  STATE/COUNTY-  OK/MCCURTAIN
 DM1119  COUNTRY     -  US
 DM1119  USGS QUAD   -  HAWORTH (2019)
 DM1119
 DM1119                         *CURRENT SURVEY CONTROL
 DM1119  ______________________________________________________________________
 DM1119* NAD 83(1986) POSITION- 33 52 06.     (N) 094 39 08.     (W)   SCALED
 DM1119* NAVD 88 ORTHO HEIGHT -   128.561 (meters)      421.79  (feet) ADJUSTED
 DM1119  ______________________________________________________________________
 DM1119  GEOID HEIGHT    -        -27.510 (meters)                     GEOID18
 DM1119  DYNAMIC HEIGHT  -        128.430 (meters)      421.36  (feet) COMP
 DM1119  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 DM1119
 DM1119  VERT ORDER      -  FIRST     CLASS II
 DM1119
 DM1119.The horizontal coordinates were scaled from a map and have
 DM1119.an estimated accuracy of +/- 6 seconds.
 DM1119
 DM1119.The orthometric height was determined by differential leveling and
 DM1119.adjusted by the NATIONAL GEODETIC SURVEY
 DM1119.in June 1991.
 DM1119
 DM1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1119.GEOID18 height accuracy estimate available here.
 DM1119
 DM1119.Click photographs - Photos may exist for this station.
 DM1119
 DM1119.The dynamic height is computed by dividing the NAVD 88
 DM1119.geopotential number by the normal gravity value computed on the
 DM1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1119.degrees latitude (g = 980.6199 gals.).
 DM1119
 DM1119.The modeled gravity was interpolated from observed gravity values.
 DM1119
 DM1119;                    North         East    Units  Estimated Accuracy
 DM1119;SPC OK S     -    64,480.      909,710.      MT  (+/- 180 meters Scaled)
 DM1119
 DM1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT471487(NAD 83)
 DM1119
 DM1119                          SUPERSEDED SURVEY CONTROL
 DM1119
 DM1119.No superseded survey control is available for this station.
 DM1119
 DM1119_MARKER: I = METAL ROD
 DM1119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1119_STAMPING: G 210 1986
 DM1119_MARK LOGO: NGS
 DM1119_PROJECTION: FLUSH
 DM1119_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1119+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 DM1119_ROD/PIPE-DEPTH: 5.5 meters
 DM1119
 DM1119  HISTORY     - Date     Condition        Report By
 DM1119  HISTORY     - 1986     MONUMENTED       NGS
 DM1119  HISTORY     - 19940311 GOOD             NGS
 DM1119
 DM1119                          STATION DESCRIPTION
 DM1119
 DM1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1119'19.1 KM (11.85 MI) EAST FROM IDABEL.
 DM1119'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DM1119'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1119'U.S. HIGHWAY 259 IN IDABEL, THENCE 15.6 KM (9.7 MI) EASTERLY ALONG
 DM1119'STATE HIGHWAY 3, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF A
 DM1119'GRAVELED CROSSROAD, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF THE
 DM1119'HIGHWAY, AND 13.0 M (42.7 FT) NORTH OF TELEPHONE PEDESTAL NUMBER 100
 DM1119'LP 3.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1119'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1119
 DM1119                          STATION RECOVERY (1994)
 DM1119
 DM1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DM1119'15.6 KM (9.70 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1119'U.S. HIGHWAYS 70 AND 259 IN IDABEL, 0.2 KM (0.10 MI) NORTH OF THE
 DM1119'INTERSECTION OF A GRAVELED ROAD, 15.0 M (49.2 FT) EAST OF AND LEVEL
 DM1119'WITH THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT) NORTH OF UNDERGROUND
 DM1119'CABLE JUNCTION BOX NUMBER 100 LP3, AND 0.3 M (1.0 FT) WEST OF A
 DM1119'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DM1119'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0669 ***********************************************************************
 EL0669  DESIGNATION -  G 211
 EL0669  PID         -  EL0669
 EL0669  STATE/COUNTY-  OK/STEPHENS
 EL0669  COUNTRY     -  US
 EL0669  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0669
 EL0669                         *CURRENT SURVEY CONTROL
 EL0669  ______________________________________________________________________
 EL0669* NAD 83(1986) POSITION- 34 31 33.     (N) 097 58 00.     (W)   SCALED
 EL0669* NAVD 88 ORTHO HEIGHT -   351.024 (meters)     1151.65  (feet) ADJUSTED
 EL0669  ______________________________________________________________________
 EL0669  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 EL0669  DYNAMIC HEIGHT  -        350.661 (meters)     1150.46  (feet) COMP
 EL0669  MODELED GRAVITY -    979,590.4   (mgal)                       NAVD 88
 EL0669
 EL0669  VERT ORDER      -  FIRST     CLASS II
 EL0669
 EL0669.The horizontal coordinates were scaled from a map and have
 EL0669.an estimated accuracy of +/- 6 seconds.
 EL0669
 EL0669.The orthometric height was determined by differential leveling and
 EL0669.adjusted by the NATIONAL GEODETIC SURVEY
 EL0669.in June 1991.
 EL0669
 EL0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0669.GEOID18 height accuracy estimate available here.
 EL0669
 EL0669.Click photographs - Photos may exist for this station.
 EL0669
 EL0669.The dynamic height is computed by dividing the NAVD 88
 EL0669.geopotential number by the normal gravity value computed on the
 EL0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0669.degrees latitude (g = 980.6199 gals.).
 EL0669
 EL0669.The modeled gravity was interpolated from observed gravity values.
 EL0669
 EL0669;                    North         East    Units  Estimated Accuracy
 EL0669;SPC OK S     -   132,280.      603,060.      MT  (+/- 180 meters Scaled)
 EL0669
 EL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND948209(NAD 83)
 EL0669
 EL0669                          SUPERSEDED SURVEY CONTROL
 EL0669
 EL0669.No superseded survey control is available for this station.
 EL0669
 EL0669_MARKER: I = METAL ROD
 EL0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0669_STAMPING: G 211 1986
 EL0669_MARK LOGO: NGS
 EL0669_PROJECTION: FLUSH
 EL0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0669_ROD/PIPE-DEPTH: 6.1 meters
 EL0669
 EL0669  HISTORY     - Date     Condition        Report By
 EL0669  HISTORY     - 1986     MONUMENTED       NGS
 EL0669
 EL0669                          STATION DESCRIPTION
 EL0669
 EL0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0669'IN DUNCAN.
 EL0669'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND HUDSON AVENUE,
 EL0669'35.4 M (116.1 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING TO 1405
 EL0669'HUDSON AVENUE, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF THE NORTH
 EL0669'BOUND LANES OF THE HIGHWAY, 4.6 M (15.1 FT) NORTH OF THE CENTER OF THE
 EL0669'AVENUE, AND 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO
 EL0669'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0669'THE MARK IS 1.0 METERS  WSW FROM  A WITNESS POST
 EL0669'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0625 ***********************************************************************
 EL0625  DESIGNATION -  G 212
 EL0625  PID         -  EL0625
 EL0625  STATE/COUNTY-  OK/BRYAN
 EL0625  COUNTRY     -  US
 EL0625  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0625
 EL0625                         *CURRENT SURVEY CONTROL
 EL0625  ______________________________________________________________________
 EL0625* NAD 83(1986) POSITION- 34 00 43.1    (N) 096 02 18.5    (W)   HD_HELD2
 EL0625* NAVD 88 ORTHO HEIGHT -   191.839 (meters)      629.39  (feet) ADJUSTED
 EL0625  ______________________________________________________________________
 EL0625  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 EL0625  DYNAMIC HEIGHT  -        191.642 (meters)      628.75  (feet) COMP
 EL0625  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 EL0625
 EL0625  VERT ORDER      -  FIRST     CLASS II
 EL0625
 EL0625.The horizontal coordinates were established by autonomous hand held GPS
 EL0625.observations and have an estimated accuracy of +/- 10 meters.
 EL0625
 EL0625.The orthometric height was determined by differential leveling and
 EL0625.adjusted by the NATIONAL GEODETIC SURVEY
 EL0625.in June 1991.
 EL0625
 EL0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0625.GEOID18 height accuracy estimate available here.
 EL0625
 EL0625.Click photographs - Photos may exist for this station.
 EL0625
 EL0625.The dynamic height is computed by dividing the NAVD 88
 EL0625.geopotential number by the normal gravity value computed on the
 EL0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0625.degrees latitude (g = 980.6199 gals.).
 EL0625
 EL0625.The modeled gravity was interpolated from observed gravity values.
 EL0625
 EL0625;                    North         East    Units  Estimated Accuracy
 EL0625;SPC OK S     -    77,038.      781,176.      MT  (+/- 10 meters HH2 GPS)
 EL0625
 EL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7349867439(NAD 83)
 EL0625
 EL0625                          SUPERSEDED SURVEY CONTROL
 EL0625
 EL0625.No superseded survey control is available for this station.
 EL0625
 EL0625_MARKER: I = METAL ROD
 EL0625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL0625_STAMPING: G 212 1986
 EL0625_MARK LOGO: NGS
 EL0625_PROJECTION: FLUSH
 EL0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0625+STABILITY: POSITION/ELEVATION WELL
 EL0625_ROD/PIPE-DEPTH: 12.2 meters
 EL0625_SLEEVE-DEPTH  : 11.7 meters
 EL0625
 EL0625  HISTORY     - Date     Condition        Report By
 EL0625  HISTORY     - 1986     MONUMENTED       NGS
 EL0625
 EL0625                          STATION DESCRIPTION
 EL0625
 EL0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0625'33.9 KM (21.05 MI) EAST FROM DURANT.
 EL0625'33.9 KM (21.05 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0625'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 23.2 M (76.1 FT)
 EL0625'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.7 M (64.6 FT) NORTH OF
 EL0625'THE CENTER OF A GRAVELED ROAD, 13.5 M (44.3 FT) WEST OF THE EXTENDED
 EL0625'CENTER OF STATE HIGHWAY 70 E LEADING SOUTH, AND 5.0 M (16.4 FT)
 EL0625'NORTHEAST OF CENTER OF A WIRE GATE.  NOTE--ACCESS TO DATUM POINT IS
 EL0625'HAD THROUGH A 5-INCH LOGO CAP.
 EL0625'THE MARK IS 0.7 METERS  SE FROM  A WITNESS POST AND FENCE
 EL0625'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0637 ***********************************************************************
 EL0637  DESIGNATION -  G 213
 EL0637  PID         -  EL0637
 EL0637  STATE/COUNTY-  OK/JEFFERSON
 EL0637  COUNTRY     -  US
 EL0637  USGS QUAD   -  RYAN (2019)
 EL0637
 EL0637                         *CURRENT SURVEY CONTROL
 EL0637  ______________________________________________________________________
 EL0637* NAD 83(1986) POSITION- 34 03 44.14   (N) 097 57 33.78   (W)   HD_HELD1
 EL0637* NAVD 88 ORTHO HEIGHT -   264.398 (meters)      867.45  (feet) ADJUSTED
 EL0637  ______________________________________________________________________
 EL0637  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 EL0637  DYNAMIC HEIGHT  -        264.124 (meters)      866.55  (feet) COMP
 EL0637  MODELED GRAVITY -    979,593.9   (mgal)                       NAVD 88
 EL0637
 EL0637  VERT ORDER      -  FIRST     CLASS II
 EL0637
 EL0637.The horizontal coordinates were determined by differentially corrected
 EL0637.hand held GPS observations or other comparable positioning techniques
 EL0637.and have an estimated accuracy of +/- 3 meters.
 EL0637
 EL0637.The orthometric height was determined by differential leveling and
 EL0637.adjusted by the NATIONAL GEODETIC SURVEY
 EL0637.in June 1991.
 EL0637
 EL0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0637.GEOID18 height accuracy estimate available here.
 EL0637
 EL0637.Click photographs - Photos may exist for this station.
 EL0637
 EL0637.The dynamic height is computed by dividing the NAVD 88
 EL0637.geopotential number by the normal gravity value computed on the
 EL0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0637.degrees latitude (g = 980.6199 gals.).
 EL0637
 EL0637.The modeled gravity was interpolated from observed gravity values.
 EL0637
 EL0637;                    North         East    Units  Estimated Accuracy
 EL0637;SPC OK S     -    80,856.2     603,749.5     MT  (+/- 3 meters HH1 GPS) 
 EL0637
 EL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9603069547(NAD 83)
 EL0637
 EL0637                          SUPERSEDED SURVEY CONTROL
 EL0637
 EL0637.No superseded survey control is available for this station.
 EL0637
 EL0637_MARKER: I = METAL ROD
 EL0637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0637_STAMPING: G 213 1986
 EL0637_MARK LOGO: NGS
 EL0637_PROJECTION: FLUSH
 EL0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0637_ROD/PIPE-DEPTH: 4.9 meters
 EL0637
 EL0637  HISTORY     - Date     Condition        Report By
 EL0637  HISTORY     - 1986     MONUMENTED       NGS
 EL0637
 EL0637                          STATION DESCRIPTION
 EL0637
 EL0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0637'11.2 KM (6.95 MI) SOUTH FROM WAURIKA.
 EL0637'11.2 KM (6.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0637'WITH U.S. HIGHWAY 70 IN WAURIKA, 23.0 M (75.5 FT) WEST OF THE
 EL0637'CENTERLINE OF THE HIGHWAY, 17.9 M (58.7 FT) NORTHWEST OF THE CENTER OF
 EL0637'THE WEST HEADWALL OF A BOX CULVERT, 1.7 M (5.6 FT) SOUTH OF THE MOST
 EL0637'SOUTHERLY 1 OF 2 FENCE BRACE POSTS, AND 1.0 M (3.3 FT) NORTH OF A
 EL0637'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EL0637'LOGO CAP.
 EL0637'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EL0637'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0696 ***********************************************************************
 EL0696  DESIGNATION -  G 214
 EL0696  PID         -  EL0696
 EL0696  STATE/COUNTY-  OK/GRADY
 EL0696  COUNTRY     -  US
 EL0696  USGS QUAD   -  NINNEKAH (2018)
 EL0696
 EL0696                         *CURRENT SURVEY CONTROL
 EL0696  ______________________________________________________________________
 EL0696* NAD 83(1986) POSITION- 34 57 32.20   (N) 097 57 09.85   (W)   HD_HELD1
 EL0696* NAVD 88 ORTHO HEIGHT -   350.624 (meters)     1150.34  (feet) ADJUSTED
 EL0696  ______________________________________________________________________
 EL0696  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 EL0696  DYNAMIC HEIGHT  -        350.278 (meters)     1149.20  (feet) COMP
 EL0696  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 EL0696
 EL0696  VERT ORDER      -  FIRST     CLASS II
 EL0696
 EL0696.The horizontal coordinates were determined by differentially corrected
 EL0696.hand held GPS observations or other comparable positioning techniques
 EL0696.and have an estimated accuracy of +/- 3 meters.
 EL0696
 EL0696.The orthometric height was determined by differential leveling and
 EL0696.adjusted by the NATIONAL GEODETIC SURVEY
 EL0696.in June 1991.
 EL0696
 EL0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0696.GEOID18 height accuracy estimate available here.
 EL0696
 EL0696.Click photographs - Photos may exist for this station.
 EL0696
 EL0696.The dynamic height is computed by dividing the NAVD 88
 EL0696.geopotential number by the normal gravity value computed on the
 EL0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0696.degrees latitude (g = 980.6199 gals.).
 EL0696
 EL0696.The modeled gravity was interpolated from observed gravity values.
 EL0696
 EL0696;                    North         East    Units  Estimated Accuracy
 EL0696;SPC OK S     -   180,321.7     604,316.6     MT  (+/- 3 meters HH1 GPS) 
 EL0696
 EL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9561468990(NAD 83)
 EL0696
 EL0696                          SUPERSEDED SURVEY CONTROL
 EL0696
 EL0696.No superseded survey control is available for this station.
 EL0696
 EL0696_MARKER: F = FLANGE-ENCASED ROD
 EL0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0696_STAMPING: G 214 1986
 EL0696_MARK LOGO: NGS
 EL0696_PROJECTION: FLUSH
 EL0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0696+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0696_ROD/PIPE-DEPTH: 8.5 meters
 EL0696
 EL0696  HISTORY     - Date     Condition        Report By
 EL0696  HISTORY     - 1986     MONUMENTED       NGS
 EL0696  HISTORY     - 20180711 GOOD             OKDOT
 EL0696
 EL0696                          STATION DESCRIPTION
 EL0696
 EL0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0696'11.2 KM (6.95 MI) SOUTH FROM CHICKASHA.
 EL0696'11.2 KM (6.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0696'BUILDING IN CHICKASHA, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF
 EL0696'U.S. HIGHWAY 277 AND STATE HIGHWAY 19, 20.3 M (66.6 FT) WEST OF THE
 EL0696'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT)
 EL0696'SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0696'THROUGH A 5-INCH LOGO CAP.
 EL0696'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0696'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EL0696
 EL0696                          STATION RECOVERY (2018)
 EL0696
 EL0696'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0804 ***********************************************************************
 FJ0804  DESIGNATION -  G 215
 FJ0804  PID         -  FJ0804
 FJ0804  STATE/COUNTY-  OK/CANADIAN
 FJ0804  COUNTRY     -  US
 FJ0804  USGS QUAD   -  UNION CITY (2018)
 FJ0804
 FJ0804                         *CURRENT SURVEY CONTROL
 FJ0804  ______________________________________________________________________
 FJ0804* NAD 83(1986) POSITION- 35 22 39.     (N) 097 55 56.     (W)   SCALED
 FJ0804* NAVD 88 ORTHO HEIGHT -   392.419 (meters)     1287.46  (feet) ADJUSTED
 FJ0804  ______________________________________________________________________
 FJ0804  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 FJ0804  DYNAMIC HEIGHT  -        392.029 (meters)     1286.18  (feet) COMP
 FJ0804  MODELED GRAVITY -    979,629.9   (mgal)                       NAVD 88
 FJ0804
 FJ0804  VERT ORDER      -  FIRST     CLASS II
 FJ0804
 FJ0804.The horizontal coordinates were scaled from a map and have
 FJ0804.an estimated accuracy of +/- 6 seconds.
 FJ0804
 FJ0804.The orthometric height was determined by differential leveling and
 FJ0804.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0804.in June 1991.
 FJ0804
 FJ0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0804.GEOID18 height accuracy estimate available here.
 FJ0804
 FJ0804.Click photographs - Photos may exist for this station.
 FJ0804
 FJ0804.The dynamic height is computed by dividing the NAVD 88
 FJ0804.geopotential number by the normal gravity value computed on the
 FJ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0804.degrees latitude (g = 980.6199 gals.).
 FJ0804
 FJ0804.The modeled gravity was interpolated from observed gravity values.
 FJ0804
 FJ0804;                    North         East    Units  Estimated Accuracy
 FJ0804;SPC OK N     -    41,890.      606,160.      MT  (+/- 180 meters Scaled)
 FJ0804
 FJ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE969154(NAD 83)
 FJ0804
 FJ0804                          SUPERSEDED SURVEY CONTROL
 FJ0804
 FJ0804.No superseded survey control is available for this station.
 FJ0804
 FJ0804_MARKER: I = METAL ROD
 FJ0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0804_STAMPING: G 215 1986
 FJ0804_MARK LOGO: NGS
 FJ0804_PROJECTION: FLUSH
 FJ0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0804+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 FJ0804_ROD/PIPE-DEPTH: 6.1 meters
 FJ0804
 FJ0804  HISTORY     - Date     Condition        Report By
 FJ0804  HISTORY     - 1986     MONUMENTED       NGS
 FJ0804  HISTORY     - 20030624 GOOD             OKDOT
 FJ0804
 FJ0804                          STATION DESCRIPTION
 FJ0804
 FJ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0804'14.0 KM (8.7 MI) SOUTH FROM EL RENO.
 FJ0804'14.0 KM (8.7 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0804'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, 60.0 M (196.8
 FJ0804'FT) EAST OF THE NEAR RAIL, 30.8 M (101.0 FT) NORTH OF THE CENTER OF A
 FJ0804'GRAVELED ROAD, 21.2 M (69.6 FT) NORTH OF A FENCE CORNER, AND 17.9 M
 FJ0804'(58.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO
 FJ0804'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0804'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 FJ0804'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FJ0804
 FJ0804                          STATION RECOVERY (2003)
 FJ0804
 FJ0804'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 FJ0804'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1395 ***********************************************************************
 FJ1395  DESIGNATION -  G 216
 FJ1395  PID         -  FJ1395
 FJ1395  STATE/COUNTY-  OK/OKLAHOMA
 FJ1395  COUNTRY     -  US
 FJ1395  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1395
 FJ1395                         *CURRENT SURVEY CONTROL
 FJ1395  ______________________________________________________________________
 FJ1395* NAD 83(1986) POSITION- 35 22 38.     (N) 097 29 11.     (W)   SCALED
 FJ1395* NAVD 88 ORTHO HEIGHT -   398.254 (meters)     1306.61  (feet) ADJUSTED
 FJ1395  ______________________________________________________________________
 FJ1395  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 FJ1395  DYNAMIC HEIGHT  -        397.870 (meters)     1305.35  (feet) COMP
 FJ1395  MODELED GRAVITY -    979,658.8   (mgal)                       NAVD 88
 FJ1395
 FJ1395  VERT ORDER      -  FIRST     CLASS II
 FJ1395
 FJ1395.The horizontal coordinates were scaled from a map and have
 FJ1395.an estimated accuracy of +/- 6 seconds.
 FJ1395
 FJ1395.The orthometric height was determined by differential leveling and
 FJ1395.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1395.in August 1994.
 FJ1395
 FJ1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1395.GEOID18 height accuracy estimate available here.
 FJ1395
 FJ1395.Click photographs - Photos may exist for this station.
 FJ1395
 FJ1395.The dynamic height is computed by dividing the NAVD 88
 FJ1395.geopotential number by the normal gravity value computed on the
 FJ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1395.degrees latitude (g = 980.6199 gals.).
 FJ1395
 FJ1395.The modeled gravity was interpolated from observed gravity values.
 FJ1395
 FJ1395;                    North         East    Units  Estimated Accuracy
 FJ1395;SPC OK N     -    41,980.      646,670.      MT  (+/- 180 meters Scaled)
 FJ1395
 FJ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE374159(NAD 83)
 FJ1395
 FJ1395                          SUPERSEDED SURVEY CONTROL
 FJ1395
 FJ1395.No superseded survey control is available for this station.
 FJ1395
 FJ1395_MARKER: I = METAL ROD
 FJ1395_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1395+WITH SETTING: INFORMATION.
 FJ1395_STAMPING: G 216 1994
 FJ1395_MARK LOGO: NGS
 FJ1395_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1395+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2001
 FJ1395
 FJ1395  HISTORY     - Date     Condition        Report By
 FJ1395  HISTORY     - 1994     MONUMENTED       NGS
 FJ1395  HISTORY     - 20010914 GOOD             INDIV
 FJ1395
 FJ1395                          STATION DESCRIPTION
 FJ1395
 FJ1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1395'IN OKLAHOMA CITY, AT THE INTERSECTION OF SOUTHEAST 89TH STREET AND
 FJ1395'POLE ROAD, A METAL ROD DRIVEN 1.9 METE4S AND FLUSH WITH THE
 FJ1395'GROUND, 16.1 M (52.8 FT) SOUTHEAST OF THE ROAD CENTER, 13.7 M
 FJ1395'(44.9 FT) NORTH OF THE STREET CENTERLINE, 3.4 M (11.2 FT) NORTH OF A
 FJ1395'CHAIN-LINK FENCE CORNER AND AN UNDERGROUND CABLE JUNCTION BOX, 0.5 M
 FJ1395'(1.6 FT) ABOVE THE LEVEL OF THE STREET, AND 0.5 M (1.6 FT) NORTHWEST
 FJ1395'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 FJ1395'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 FJ1395'ANCHORED.
 FJ1395
 FJ1395                          STATION RECOVERY (2001)
 FJ1395
 FJ1395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ1395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0780 ***********************************************************************
 GJ0780  DESIGNATION -  G 217
 GJ0780  PID         -  GJ0780
 GJ0780  STATE/COUNTY-  OK/ELLIS
 GJ0780  COUNTRY     -  US
 GJ0780  USGS QUAD   -  ARNETT SE (2018)
 GJ0780
 GJ0780                         *CURRENT SURVEY CONTROL
 GJ0780  ______________________________________________________________________
 GJ0780* NAD 83(1986) POSITION- 36 06 03.     (N) 099 45 26.     (W)   SCALED
 GJ0780* NAVD 88 ORTHO HEIGHT -   722.801 (meters)     2371.39  (feet) ADJUSTED
 GJ0780  ______________________________________________________________________
 GJ0780  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 GJ0780  DYNAMIC HEIGHT  -        722.055 (meters)     2368.94  (feet) COMP
 GJ0780  MODELED GRAVITY -    979,577.4   (mgal)                       NAVD 88
 GJ0780
 GJ0780  VERT ORDER      -  FIRST     CLASS II
 GJ0780
 GJ0780.The horizontal coordinates were scaled from a map and have
 GJ0780.an estimated accuracy of +/- 6 seconds.
 GJ0780
 GJ0780.The orthometric height was determined by differential leveling and
 GJ0780.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0780.in August 1994.
 GJ0780
 GJ0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0780.GEOID18 height accuracy estimate available here.
 GJ0780
 GJ0780.Click photographs - Photos may exist for this station.
 GJ0780
 GJ0780.The dynamic height is computed by dividing the NAVD 88
 GJ0780.geopotential number by the normal gravity value computed on the
 GJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0780.degrees latitude (g = 980.6199 gals.).
 GJ0780
 GJ0780.The modeled gravity was interpolated from observed gravity values.
 GJ0780
 GJ0780;                    North         East    Units  Estimated Accuracy
 GJ0780;SPC OK N     -   123,570.      441,780.      MT  (+/- 180 meters Scaled)
 GJ0780
 GJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME318953(NAD 83)
 GJ0780
 GJ0780                          SUPERSEDED SURVEY CONTROL
 GJ0780
 GJ0780.No superseded survey control is available for this station.
 GJ0780
 GJ0780_MARKER: I = METAL ROD
 GJ0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0780_STAMPING: G 217 1994
 GJ0780_MARK LOGO: NGS
 GJ0780_PROJECTION: FLUSH
 GJ0780_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0780+SATELLITE: SATELLITE OBSERVATIONS - 1994
 GJ0780_ROD/PIPE-DEPTH: 6.0 meters
 GJ0780
 GJ0780  HISTORY     - Date     Condition        Report By
 GJ0780  HISTORY     - 1994     MONUMENTED       NGS
 GJ0780
 GJ0780                          STATION DESCRIPTION
 GJ0780
 GJ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0780'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0780'ARNETT, THENCE 3.9 KM (2.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0780'19.1 M (62.7 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 18.2 M
 GJ0780'(59.7 FT) WEST OF THE HIGHWAY CENTERLINE, 11.7 M (38.4 FT) NORTH OF A
 GJ0780'FENCE CORNER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3
 GJ0780'M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 GJ0780'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1482 ***********************************************************************
 DM1482  DESIGNATION -  G 218
 DM1482  PID         -  DM1482
 DM1482  STATE/COUNTY-  OK/MCCURTAIN
 DM1482  COUNTRY     -  US
 DM1482  USGS QUAD   -  HAWORTH (2019)
 DM1482
 DM1482                         *CURRENT SURVEY CONTROL
 DM1482  ______________________________________________________________________
 DM1482* NAD 83(1986) POSITION- 33 45 52.     (N) 094 41 39.     (W)   SCALED
 DM1482* NAVD 88 ORTHO HEIGHT -   110.583 (meters)      362.80  (feet) ADJUSTED
 DM1482  ______________________________________________________________________
 DM1482  GEOID HEIGHT    -        -27.277 (meters)                     GEOID18
 DM1482  DYNAMIC HEIGHT  -        110.469 (meters)      362.43  (feet) COMP
 DM1482  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 DM1482
 DM1482  VERT ORDER      -  FIRST     CLASS II
 DM1482
 DM1482.The horizontal coordinates were scaled from a map and have
 DM1482.an estimated accuracy of +/- 6 seconds.
 DM1482
 DM1482.The orthometric height was determined by differential leveling and
 DM1482.adjusted by the NATIONAL GEODETIC SURVEY
 DM1482.in August 1994.
 DM1482
 DM1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1482.GEOID18 height accuracy estimate available here.
 DM1482
 DM1482.Click photographs - Photos may exist for this station.
 DM1482
 DM1482.The dynamic height is computed by dividing the NAVD 88
 DM1482.geopotential number by the normal gravity value computed on the
 DM1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1482.degrees latitude (g = 980.6199 gals.).
 DM1482
 DM1482.The modeled gravity was interpolated from observed gravity values.
 DM1482
 DM1482;                    North         East    Units  Estimated Accuracy
 DM1482;SPC OK S     -    52,840.      906,210.      MT  (+/- 180 meters Scaled)
 DM1482
 DM1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT431373(NAD 83)
 DM1482
 DM1482                          SUPERSEDED SURVEY CONTROL
 DM1482
 DM1482.No superseded survey control is available for this station.
 DM1482
 DM1482_MARKER: I = METAL ROD
 DM1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1482_STAMPING: G 218 1994
 DM1482_MARK LOGO: NGS
 DM1482_PROJECTION: FLUSH
 DM1482_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1482+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1482_ROD/PIPE-DEPTH: 6.7 meters
 DM1482
 DM1482  HISTORY     - Date     Condition        Report By
 DM1482  HISTORY     - 1994     MONUMENTED       NGS
 DM1482
 DM1482                          STATION DESCRIPTION
 DM1482
 DM1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1482'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1482'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 6.5 KM (4.05 MI) SOUTHERLY
 DM1482'ALONG A PAVED ROAD, THENCE 3.5 KM (2.15 MI) WESTERLY ALONG A PAVED
 DM1482'ROAD, 39.0 M (128.0 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX
 DM1482'NUMBER 600 4144, 37.8 M (124.0 FT) SOUTH OF THE EXTENDED CENTER OF
 DM1482'THE ROAD, 7.3 M (24.0 FT) EAST OF THE CENTER OF A PAVED ROAD, 0.8 M
 DM1482'(2.6 FT) ABOVE THE LEVEL OF THE ROADS, AND 0.3 M (1.0 FT) WEST OF A
 DM1482'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DM1482'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1267 ***********************************************************************
 FH1267  DESIGNATION -  G 219
 FH1267  PID         -  FH1267
 FH1267  STATE/COUNTY-  OK/TULSA
 FH1267  COUNTRY     -  US
 FH1267  USGS QUAD   -  LEONARD (2018)
 FH1267
 FH1267                         *CURRENT SURVEY CONTROL
 FH1267  ______________________________________________________________________
 FH1267* NAD 83(2011) POSITION- 35 54 52.91255(N) 095 50 00.04327(W)   ADJUSTED
 FH1267* NAD 83(2011) ELLIP HT-   155.094 (meters)        (01/04/23)   ADJUSTED
 FH1267* NAD 83(2011) EPOCH   -  2010.00
 FH1267* NAVD 88 ORTHO HEIGHT -   184.213 (meters)      604.37  (feet) ADJUSTED
 FH1267  ______________________________________________________________________
 FH1267  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 FH1267  NAD 83(2011) X  -   -525,625.389 (meters)                     COMP
 FH1267  NAD 83(2011) Y  - -5,144,901.670 (meters)                     COMP
 FH1267  NAD 83(2011) Z  -  3,720,621.195 (meters)                     COMP
 FH1267  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 FH1267  DYNAMIC HEIGHT  -        184.047 (meters)      603.83  (feet) COMP
 FH1267  MODELED GRAVITY -    979,726.3   (mgal)                       NAVD 88
 FH1267
 FH1267  VERT ORDER      -  FIRST     CLASS II
 FH1267
 FH1267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1267  Standards:
 FH1267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1267  -------------------------------------------------------------------
 FH1267  NETWORK    0.84   1.31           0.38   0.30   0.67      0.09931113
 FH1267  -------------------------------------------------------------------
 FH1267  Click here for local accuracies and other accuracy information.
 FH1267
 FH1267.The horizontal coordinates were established by GPS observations
 FH1267.and adjusted by the OK DEPT OF TRANSP in January 2023.
 FH1267
 FH1267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1267.been affixed to the stable North American tectonic plate. See 
 FH1267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1267
 FH1267.The horizontal coordinates are valid at the epoch date displayed above
 FH1267.which is a decimal equivalence of Year/Month/Day.
 FH1267
 FH1267.The orthometric height was determined by differential leveling and
 FH1267.adjusted by the NATIONAL GEODETIC SURVEY
 FH1267.in August 1994.
 FH1267
 FH1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1267.GEOID18 height accuracy estimate available here.
 FH1267
 FH1267.Click photographs - Photos may exist for this station.
 FH1267
 FH1267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1267
 FH1267.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1267
 FH1267.The ellipsoidal height was determined by GPS observations
 FH1267.and is referenced to NAD 83.
 FH1267
 FH1267.The dynamic height is computed by dividing the NAVD 88
 FH1267.geopotential number by the normal gravity value computed on the
 FH1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1267.degrees latitude (g = 980.6199 gals.).
 FH1267
 FH1267.The modeled gravity was interpolated from observed gravity values.
 FH1267
 FH1267. The following values were computed from the NAD 83(2011) position.
 FH1267
 FH1267;                    North         East     Units Scale Factor Converg.
 FH1267;SPC OK N     -   103,670.030   795,538.722   MT  0.99995508   +1 16 43.1
 FH1267;SPC OK N     -   340,124.09  2,610,029.96   sFT  0.99995508   +1 16 43.1
 FH1267;UTM  15      - 3,978,197.162   244,329.826   MT  1.00040554   -1 39 46.4
 FH1267
 FH1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1267!SPC OK N     -   0.99997566  x   0.99995508  =   0.99993074
 FH1267!UTM  15      -   0.99997566  x   1.00040554  =   1.00038119
 FH1267
 FH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4432978197(NAD 83)
 FH1267
 FH1267                          SUPERSEDED SURVEY CONTROL
 FH1267
 FH1267.No superseded survey control is available for this station.
 FH1267
 FH1267_MARKER: DV = VERTICAL CONTROL DISK
 FH1267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH1267_SP_SET: BRIDGE ABUTMENT
 FH1267_STAMPING: G 219 1994
 FH1267_MARK LOGO: NGS
 FH1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1267+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FH1267
 FH1267  HISTORY     - Date     Condition        Report By
 FH1267  HISTORY     - 1994     MONUMENTED       NGS
 FH1267  HISTORY     - 20221010 GOOD             OKDOT
 FH1267
 FH1267                          STATION DESCRIPTION
 FH1267
 FH1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1267'4.7 KM (2.90 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1267'IN LEONARD, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 FH1267'END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 FH1267'SNAKE CREEK, 5.2 M (17.1 FT) NORTH OF THE HIGHWAY CENTERLINE, AND 1.3
 FH1267'M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FH1267
 FH1267                          STATION RECOVERY (2022)
 FH1267
 FH1267'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH1267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1419 ***********************************************************************
 FJ1419  DESIGNATION -  G 220
 FJ1419  PID         -  FJ1419
 FJ1419  STATE/COUNTY-  OK/CREEK
 FJ1419  COUNTRY     -  US
 FJ1419  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1419
 FJ1419                         *CURRENT SURVEY CONTROL
 FJ1419  ______________________________________________________________________
 FJ1419* NAD 83(2011) POSITION- 35 59 35.91022(N) 096 06 40.14882(W)   ADJUSTED
 FJ1419* NAD 83(2011) ELLIP HT-   179.410 (meters)        (01/20/22)   ADJUSTED
 FJ1419* NAD 83(2011) EPOCH   -  2010.00
 FJ1419* NAVD 88 ORTHO HEIGHT -   208.170 (meters)      682.97  (feet) ADJUSTED
 FJ1419  ______________________________________________________________________
 FJ1419  GEOID HEIGHT    -        -28.715 (meters)                     GEOID18
 FJ1419  NAD 83(2011) X  -   -550,021.815 (meters)                     COMP
 FJ1419  NAD 83(2011) Y  - -5,137,219.898 (meters)                     COMP
 FJ1419  NAD 83(2011) Z  -  3,727,696.398 (meters)                     COMP
 FJ1419  LAPLACE CORR    -         -2.42  (seconds)                    DEFLEC18
 FJ1419  DYNAMIC HEIGHT  -        207.987 (meters)      682.37  (feet) COMP
 FJ1419  MODELED GRAVITY -    979,747.7   (mgal)                       NAVD 88
 FJ1419
 FJ1419  VERT ORDER      -  FIRST     CLASS II
 FJ1419
 FJ1419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1419  Standards:
 FJ1419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1419  -------------------------------------------------------------------
 FJ1419  NETWORK    0.52   0.94           0.23   0.19   0.48      0.10003425
 FJ1419  -------------------------------------------------------------------
 FJ1419  Click here for local accuracies and other accuracy information.
 FJ1419
 FJ1419.The horizontal coordinates were established by GPS observations
 FJ1419.and adjusted by the CITY OF TULSA in January 2022.
 FJ1419
 FJ1419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1419.been affixed to the stable North American tectonic plate. See 
 FJ1419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1419
 FJ1419.The horizontal coordinates are valid at the epoch date displayed above
 FJ1419.which is a decimal equivalence of Year/Month/Day.
 FJ1419
 FJ1419.The orthometric height was determined by differential leveling and
 FJ1419.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1419.in August 1994.
 FJ1419
 FJ1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1419.GEOID18 height accuracy estimate available here.
 FJ1419
 FJ1419.Click photographs - Photos may exist for this station.
 FJ1419
 FJ1419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1419
 FJ1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1419
 FJ1419.The ellipsoidal height was determined by GPS observations
 FJ1419.and is referenced to NAD 83.
 FJ1419
 FJ1419.The dynamic height is computed by dividing the NAVD 88
 FJ1419.geopotential number by the normal gravity value computed on the
 FJ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1419.degrees latitude (g = 980.6199 gals.).
 FJ1419
 FJ1419.The modeled gravity was interpolated from observed gravity values.
 FJ1419
 FJ1419. The following values were computed from the NAD 83(2011) position.
 FJ1419
 FJ1419;                    North         East     Units Scale Factor Converg.
 FJ1419;SPC OK N     -   111,866.783   770,300.588   MT  0.99995000   +1 06 52.9
 FJ1419;SPC OK N     -   367,016.27  2,527,227.85   sFT  0.99995000   +1 06 52.9
 FJ1419;UTM  14      - 3,987,066.475   760,421.364   MT  1.00043575   +1 41 55.3
 FJ1419
 FJ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1419!SPC OK N     -   0.99997184  x   0.99995000  =   0.99992184
 FJ1419!UTM  14      -   0.99997184  x   1.00043575  =   1.00040758
 FJ1419
 FJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6042187066(NAD 83)
 FJ1419
 FJ1419                          SUPERSEDED SURVEY CONTROL
 FJ1419
 FJ1419.No superseded survey control is available for this station.
 FJ1419
 FJ1419_MARKER: F = FLANGE-ENCASED ROD
 FJ1419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1419_STAMPING: G 220 1994
 FJ1419_MARK LOGO: NGS
 FJ1419_PROJECTION: FLUSH
 FJ1419_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1419+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1419_ROD/PIPE-DEPTH: 5.4 meters
 FJ1419
 FJ1419  HISTORY     - Date     Condition        Report By
 FJ1419  HISTORY     - 1994     MONUMENTED       NGS
 FJ1419  HISTORY     - 20031027 GOOD             OKDOT
 FJ1419  HISTORY     - 20201228 GOOD             COTOK
 FJ1419  HISTORY     - 20220531 GOOD             OKDOT
 FJ1419
 FJ1419                          STATION DESCRIPTION
 FJ1419
 FJ1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1419'IN SAPULPA, AT THE INTERSECTION OF SOUTH PARK STREET AND EAST BRYAN
 FJ1419'AVENUE, 14.6 M (47.9 FT) NORTH OF THE AVENUE CENTER, 8.7 M (28.5 FT)
 FJ1419'EAST OF THE STREET CENTER, 5.2 M (17.1 FT) SOUTH OF THE CENTER OF THE
 FJ1419'ENTRANCE TO THE CHRISTIAN RENEWAL CHURCH, 0.9 M (3.0 FT) WEST OF THE
 FJ1419'WEST EDGE OF A SIDEWALK, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 FJ1419'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FJ1419'CAP. THE MONUMENT IS ON PROPERTY OWNED BY THE CHRISTIAN RENEWAL
 FJ1419'CHURCH, 501 SOUTH PARK STREET, SAPULPA, OK 74066, CONTACT--LAVERNE
 FJ1419'LORREMORE--CARETAKER, TELEPHONE NUMBER (918) 724-2648.
 FJ1419
 FJ1419                          STATION RECOVERY (2003)
 FJ1419
 FJ1419'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GAK)
 FJ1419'RECOVERED IN GOOD CONDITION.
 FJ1419
 FJ1419                          STATION RECOVERY (2020)
 FJ1419
 FJ1419'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 FJ1419'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FJ1419
 FJ1419                          STATION RECOVERY (2022)
 FJ1419
 FJ1419'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9203 ***********************************************************************
 AC9203  DESIGNATION -  G 221
 AC9203  PID         -  AC9203
 AC9203  STATE/COUNTY-  OK/GRANT
 AC9203  COUNTRY     -  US
 AC9203  USGS QUAD   -  EDDY (2018)
 AC9203
 AC9203                         *CURRENT SURVEY CONTROL
 AC9203  ______________________________________________________________________
 AC9203* NAD 83(1986) POSITION- 36 43 26.     (N) 097 28 50.     (W)   SCALED
 AC9203* NAVD 88 ORTHO HEIGHT -   320.539 (meters)     1051.64  (feet) ADJUSTED
 AC9203  ______________________________________________________________________
 AC9203  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 AC9203  DYNAMIC HEIGHT  -        320.265 (meters)     1050.74  (feet) COMP
 AC9203  MODELED GRAVITY -    979,770.5   (mgal)                       NAVD 88
 AC9203
 AC9203  VERT ORDER      -  SECOND    CLASS I
 AC9203
 AC9203.The horizontal coordinates were scaled from a map and have
 AC9203.an estimated accuracy of +/- 6 seconds.
 AC9203
 AC9203.The orthometric height was determined by differential leveling and
 AC9203.adjusted by the NATIONAL GEODETIC SURVEY
 AC9203.in July 2002.
 AC9203
 AC9203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9203.GEOID18 height accuracy estimate available here.
 AC9203
 AC9203.Click photographs - Photos may exist for this station.
 AC9203
 AC9203.The dynamic height is computed by dividing the NAVD 88
 AC9203.geopotential number by the normal gravity value computed on the
 AC9203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9203.degrees latitude (g = 980.6199 gals.).
 AC9203
 AC9203.The modeled gravity was interpolated from observed gravity values.
 AC9203
 AC9203;                    North         East    Units  Estimated Accuracy
 AC9203;SPC OK N     -   191,400.      646,400.      MT  (+/- 180 meters Scaled)
 AC9203
 AC9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF356653(NAD 83)
 AC9203
 AC9203                          SUPERSEDED SURVEY CONTROL
 AC9203
 AC9203.No superseded survey control is available for this station.
 AC9203
 AC9203_MARKER: I = METAL ROD
 AC9203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9203_STAMPING: G 221 1997
 AC9203_MARK LOGO: NGS
 AC9203_PROJECTION: FLUSH
 AC9203_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9203+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2009
 AC9203_ROD/PIPE-DEPTH: 5.2 meters
 AC9203_SLEEVE-DEPTH  : 0.9 meters
 AC9203
 AC9203  HISTORY     - Date     Condition        Report By
 AC9203  HISTORY     - 1997     MONUMENTED       NGS
 AC9203  HISTORY     - 20090331 GOOD             OKDOT
 AC9203
 AC9203                          STATION DESCRIPTION
 AC9203
 AC9203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9203'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9203'IN LAMONT, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AC9203'12.3 M (40.4 FT) WEST OF THE ROAD CENTER, 9.9 M (32.5 FT) SOUTH OF THE
 AC9203'CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) NORTHEAST OF A UTILITY POLE,
 AC9203'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 AC9203'LEVEL OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC9203'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC9203'FOR A CLASS A MARK.
 AC9203
 AC9203                          STATION RECOVERY (2009)
 AC9203
 AC9203'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 AC9203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0284 ***********************************************************************
 FK0284  DESIGNATION -  G 25
 FK0284  PID         -  FK0284
 FK0284  STATE/COUNTY-  OK/DEWEY
 FK0284  COUNTRY     -  US
 FK0284  USGS QUAD   -  LEEDEY (2018)
 FK0284
 FK0284                         *CURRENT SURVEY CONTROL
 FK0284  ______________________________________________________________________
 FK0284* NAD 83(1986) POSITION- 35 49 36.     (N) 099 20 53.     (W)   SCALED
 FK0284* NAVD 88 ORTHO HEIGHT -   591.427 (meters)     1940.37  (feet) ADJUSTED
 FK0284  ______________________________________________________________________
 FK0284  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 FK0284  DYNAMIC HEIGHT  -        590.820 (meters)     1938.38  (feet) COMP
 FK0284  MODELED GRAVITY -    979,589.0   (mgal)                       NAVD 88
 FK0284
 FK0284  VERT ORDER      -  SECOND    CLASS 0
 FK0284
 FK0284.The horizontal coordinates were scaled from a map and have
 FK0284.an estimated accuracy of +/- 6 seconds.
 FK0284
 FK0284.The orthometric height was determined by differential leveling and
 FK0284.adjusted by the NATIONAL GEODETIC SURVEY
 FK0284.in June 1991.
 FK0284
 FK0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0284.GEOID18 height accuracy estimate available here.
 FK0284
 FK0284.Click photographs - Photos may exist for this station.
 FK0284
 FK0284.The dynamic height is computed by dividing the NAVD 88
 FK0284.geopotential number by the normal gravity value computed on the
 FK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0284.degrees latitude (g = 980.6199 gals.).
 FK0284
 FK0284.The modeled gravity was interpolated from observed gravity values.
 FK0284
 FK0284;                    North         East    Units  Estimated Accuracy
 FK0284;SPC OK N     -    92,570.      478,200.      MT  (+/- 180 meters Scaled)
 FK0284
 FK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME685647(NAD 83)
 FK0284
 FK0284                          SUPERSEDED SURVEY CONTROL
 FK0284
 FK0284  NGVD 29 (??/??/92)  591.157  (m)         1939.49   (f) ADJ UNCH    2 0
 FK0284
 FK0284.Superseded values are not recommended for survey control.
 FK0284
 FK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0284.See file dsdata.pdf to determine how the superseded data were derived.
 FK0284
 FK0284_MARKER: DB = BENCH MARK DISK
 FK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0284_STAMPING: G 25 1934
 FK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0284+STABILITY: SURFACE MOTION
 FK0284
 FK0284  HISTORY     - Date     Condition        Report By
 FK0284  HISTORY     - 1934     MONUMENTED       CGS
 FK0284  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0284
 FK0284                          STATION DESCRIPTION
 FK0284
 FK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0284'2.9 MI S FROM LEEDEY.
 FK0284'2.9 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0284'THE STATION AT LEEDEY, DEWEY COUNTY, 300 FEET WEST OF THE
 FK0284'PLEASANT VIEW DISTRICT SCHOOL, AT A SECTION-LINE ROAD CROSSING,
 FK0284'51 FEET EAST OF THE EAST RAIL, AND 30 FEET NORTH OF THE ROAD.
 FK0284'A STANDARD DISK, STAMPED G 25 1934 AND SET IN THE TOP OF A
 FK0284'CONCRETE POST.
 FK0284
 FK0284                          STATION RECOVERY (1986)
 FK0284
 FK0284'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0364 ***********************************************************************
 FK0364  DESIGNATION -  G 26
 FK0364  PID         -  FK0364
 FK0364  STATE/COUNTY-  OK/BECKHAM
 FK0364  COUNTRY     -  US
 FK0364  USGS QUAD   -  HOCKER (2018)
 FK0364
 FK0364                         *CURRENT SURVEY CONTROL
 FK0364  ______________________________________________________________________
 FK0364* NAD 83(1986) POSITION- 35 18 21.     (N) 099 27 58.     (W)   SCALED
 FK0364* NAVD 88 ORTHO HEIGHT -   596.891 (meters)     1958.30  (feet) ADJUSTED
 FK0364  ______________________________________________________________________
 FK0364  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 FK0364  DYNAMIC HEIGHT  -        596.266 (meters)     1956.25  (feet) COMP
 FK0364  MODELED GRAVITY -    979,567.6   (mgal)                       NAVD 88
 FK0364
 FK0364  VERT ORDER      -  SECOND    CLASS 0
 FK0364
 FK0364.The horizontal coordinates were scaled from a map and have
 FK0364.an estimated accuracy of +/- 6 seconds.
 FK0364
 FK0364.The orthometric height was determined by differential leveling and
 FK0364.adjusted by the NATIONAL GEODETIC SURVEY
 FK0364.in June 1991.
 FK0364
 FK0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0364.GEOID18 height accuracy estimate available here.
 FK0364
 FK0364.Click photographs - Photos may exist for this station.
 FK0364
 FK0364.The dynamic height is computed by dividing the NAVD 88
 FK0364.geopotential number by the normal gravity value computed on the
 FK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0364.degrees latitude (g = 980.6199 gals.).
 FK0364
 FK0364.The modeled gravity was interpolated from observed gravity values.
 FK0364
 FK0364;                    North         East    Units  Estimated Accuracy
 FK0364;SPC OK S     -   219,770.      466,660.      MT  (+/- 180 meters Scaled)
 FK0364
 FK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME576070(NAD 83)
 FK0364
 FK0364                          SUPERSEDED SURVEY CONTROL
 FK0364
 FK0364  NGVD 29 (??/??/92)  596.634  (m)         1957.46   (f) ADJ UNCH    2 0
 FK0364
 FK0364.Superseded values are not recommended for survey control.
 FK0364
 FK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0364.See file dsdata.pdf to determine how the superseded data were derived.
 FK0364
 FK0364_MARKER: DB = BENCH MARK DISK
 FK0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0364_STAMPING: G 26 1934
 FK0364_MARK LOGO: CGS
 FK0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0364+STABILITY: SURFACE MOTION
 FK0364
 FK0364  HISTORY     - Date     Condition        Report By
 FK0364  HISTORY     - 1934     MONUMENTED       CGS
 FK0364  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0364
 FK0364                          STATION DESCRIPTION
 FK0364
 FK0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0364'6.5 MI NE FROM CARTER.
 FK0364'6.5 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0364'FROM THE STATION AT CARTER, BECKHAM COUNTY, 0.2 MILE EAST OF
 FK0364'BELLEVIEW CEMETERY, AT A SECTION-LINE ROAD CROSSING, 54 FEET EAST
 FK0364'OF THE EAST RAIL, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 FK0364'AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED G 26 1934 AND
 FK0364'SET IN THE TOP OF A CONCRETE POST.
 FK0364
 FK0364                          STATION RECOVERY (1986)
 FK0364
 FK0364'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0582 ***********************************************************************
 GH0582  DESIGNATION -  G 27 84
 GH0582  PID         -  GH0582
 GH0582  STATE/COUNTY-  OK/GRANT
 GH0582  COUNTRY     -  US
 GH0582  USGS QUAD   -  POND CREEK (2018)
 GH0582
 GH0582                         *CURRENT SURVEY CONTROL
 GH0582  ______________________________________________________________________
 GH0582* NAD 83(1986) POSITION- 36 43 23.     (N) 097 48 03.     (W)   SCALED
 GH0582* NAVD 88 ORTHO HEIGHT -   323.586 (meters)     1061.63  (feet) ADJUSTED
 GH0582  ______________________________________________________________________
 GH0582  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 GH0582  DYNAMIC HEIGHT  -        323.314 (meters)     1060.74  (feet) COMP
 GH0582  MODELED GRAVITY -    979,782.9   (mgal)                       NAVD 88
 GH0582
 GH0582  VERT ORDER      -  FIRST     CLASS II
 GH0582
 GH0582.The horizontal coordinates were scaled from a map and have
 GH0582.an estimated accuracy of +/- 6 seconds.
 GH0582
 GH0582.The orthometric height was determined by differential leveling and
 GH0582.adjusted by the NATIONAL GEODETIC SURVEY
 GH0582.in June 1991.
 GH0582
 GH0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0582.GEOID18 height accuracy estimate available here.
 GH0582
 GH0582.Click photographs - Photos may exist for this station.
 GH0582
 GH0582.The dynamic height is computed by dividing the NAVD 88
 GH0582.geopotential number by the normal gravity value computed on the
 GH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0582.degrees latitude (g = 980.6199 gals.).
 GH0582
 GH0582.The modeled gravity was interpolated from observed gravity values.
 GH0582
 GH0582;                    North         East    Units  Estimated Accuracy
 GH0582;SPC OK N     -   191,200.      617,790.      MT  (+/- 180 meters Scaled)
 GH0582
 GH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF070648(NAD 83)
 GH0582
 GH0582                          SUPERSEDED SURVEY CONTROL
 GH0582
 GH0582  NGVD 29 (04/22/92)  323.441  (m)         1061.16   (f) ADJUSTED    1 2
 GH0582
 GH0582.Superseded values are not recommended for survey control.
 GH0582
 GH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0582.See file dsdata.pdf to determine how the superseded data were derived.
 GH0582
 GH0582_MARKER: DB = BENCH MARK DISK
 GH0582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0582_SP_SET: BRIDGE ABUTMENT BANNISTER
 GH0582_STAMPING: G-27-84
 GH0582_MARK LOGO: OKDH
 GH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0582+STABILITY: SURFACE MOTION
 GH0582
 GH0582  HISTORY     - Date     Condition        Report By
 GH0582  HISTORY     - 1984     MONUMENTED       OKDOT
 GH0582  HISTORY     - 1985     GOOD             NGS
 GH0582
 GH0582                          STATION DESCRIPTION
 GH0582
 GH0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0582'6.6 KM (4.1 MI) NORTH FROM PONDCREEK.
 GH0582'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN POND
 GH0582'CREEK, THENCE 6.1 KM (3.8 MI) NORTH ALONG US HIGHWAY 81, IN TOP OF THE
 GH0582'SOUTH END OF THE NORTHEAST CONCRETE BRIDGE ABUTMENT BANNISTER FOR THE
 GH0582'BRIDGE OVER PONDCREEK, 8.4 METERS (27.7 FT) SOUTHEAST OF THE HIGHWAY
 GH0582'CENTERLINE.
 GH0582'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0259 ***********************************************************************
 EM0259  DESIGNATION -  G 27=TT 25 E 24
 EM0259  PID         -  EM0259
 EM0259  STATE/COUNTY-  OK/JACKSON
 EM0259  COUNTRY     -  US
 EM0259  USGS QUAD   -  MARTHA (2018)
 EM0259
 EM0259                         *CURRENT SURVEY CONTROL
 EM0259  ______________________________________________________________________
 EM0259* NAD 83(1993) POSITION- 34 43 30.06730(N) 099 22 59.25625(W)   NO CHECK
 EM0259* NAD 83(1993) ELLIP HT-   401.923 (meters)        (11/28/94)   NO CHECK
 EM0259* NAVD 88 ORTHO HEIGHT -   429.506 (meters)     1409.14  (feet) ADJUSTED
 EM0259  ______________________________________________________________________
 EM0259  GEOID HEIGHT    -        -26.931 (meters)                     GEOID18
 EM0259  NAD 83(1993) X  -   -855,641.589 (meters)                     COMP
 EM0259  NAD 83(1993) Y  - -5,177,974.905 (meters)                     COMP
 EM0259  NAD 83(1993) Z  -  3,613,065.004 (meters)                     COMP
 EM0259  LAPLACE CORR    -          5.16  (seconds)                    DEFLEC18
 EM0259  DYNAMIC HEIGHT  -        429.052 (meters)     1407.65  (feet) COMP
 EM0259  MODELED GRAVITY -    979,566.2   (mgal)                       NAVD 88
 EM0259
 EM0259  HORZ ORDER      -  SECOND
 EM0259  VERT ORDER      -  SECOND    CLASS 0
 EM0259  ELLP ORDER      -  FIFTH     CLASS I
 EM0259
 EM0259.The horizontal coordinates were established by GPS observations
 EM0259.and adjusted by the National Geodetic Survey in November 1994.
 EM0259
 EM0259.No horizontal observational check was made to the station.
 EM0259
 EM0259.The orthometric height was determined by differential leveling and
 EM0259.adjusted by the NATIONAL GEODETIC SURVEY
 EM0259.in June 1991.
 EM0259
 EM0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0259.GEOID18 height accuracy estimate available here.
 EM0259
 EM0259.Click photographs - Photos may exist for this station.
 EM0259
 EM0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0259
 EM0259.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0259
 EM0259.The ellipsoidal height was determined by GPS observations
 EM0259.and is referenced to NAD 83.
 EM0259
 EM0259.The dynamic height is computed by dividing the NAVD 88
 EM0259.geopotential number by the normal gravity value computed on the
 EM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0259.degrees latitude (g = 980.6199 gals.).
 EM0259
 EM0259.The modeled gravity was interpolated from observed gravity values.
 EM0259
 EM0259. The following values were computed from the NAD 83(1993) position.
 EM0259
 EM0259;                    North         East     Units Scale Factor Converg.
 EM0259;SPC OK S     -   155,238.747   473,327.648   MT  0.99993895   -0 47 06.3
 EM0259;SPC OK S     -   509,312.46  1,552,909.13   sFT  0.99993895   -0 47 06.3
 EM0259;UTM  14      - 3,842,616.181   464,922.405   MT  0.99961517   -0 13 05.7
 EM0259
 EM0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0259!SPC OK S     -   0.99993691  x   0.99993895  =   0.99987587
 EM0259!UTM  14      -   0.99993691  x   0.99961517  =   0.99955211
 EM0259
 EM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6492242616(NAD 83)
 EM0259
 EM0259                          SUPERSEDED SURVEY CONTROL
 EM0259
 EM0259  NAD 83(1986)-  34 43 30.07409(N)    099 22 59.25082(W) AD(       ) 2
 EM0259  NGVD 29 (??/??/92)  429.314  (m)         1408.51   (f) ADJ UNCH    2 0
 EM0259  NGVD 29 (11/30/89)  429.     (m)  RAPSU86  model used  GPS OBS        
 EM0259
 EM0259.Superseded values are not recommended for survey control.
 EM0259
 EM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0259.See file dsdata.pdf to determine how the superseded data were derived.
 EM0259
 EM0259_MARKER: DB = BENCH MARK DISK
 EM0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0259_STAMPING: G 27 1934 TT 1936 25 E 24 1408.508
 EM0259_MARK LOGO: CGS
 EM0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0259+STABILITY: SURFACE MOTION
 EM0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0259+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2009
 EM0259
 EM0259  HISTORY     - Date     Condition        Report By
 EM0259  HISTORY     - 1934     MONUMENTED       CGS
 EM0259  HISTORY     - 1939     GOOD             CGS
 EM0259  HISTORY     - 1963     GOOD             CGS
 EM0259  HISTORY     - 19890301 GOOD             NGS
 EM0259  HISTORY     - 20091010 GOOD             INDIV
 EM0259
 EM0259                          STATION DESCRIPTION
 EM0259
 EM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EM0259'IN MARTHA.
 EM0259'AT MARTHA, JACKSON COUNTY, 0.3 MILE SOUTHEAST OF THE
 EM0259'MISSOURI-KANSAS-TEXAS RAILROAD STATION, 0.2 MILE NORTHWEST OF MILEPOST
 EM0259'83, 0.1 MILE EAST OF THE HIGH SCHOOL, 65 FEET SOUTH OF THE
 EM0259'SOUTHWESTERN POWER AND LIGHT CO. SUBSTATION, AT A SECTION-LINE ROAD
 EM0259'CROSSING, 57 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 30 FEET SOUTH
 EM0259'OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED G 27 1934 AND
 EM0259'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD LAND MAPS INDICATE
 EM0259'THAT THIS SECTION-LINE ROAD CROSSING IS ABOUT 0.1 MILE NORTHWEST OF
 EM0259'MILEPOST 83.  25 E 24 TT 1936 HAS BEEN ADDED TO THE STAMPING.
 EM0259
 EM0259                          STATION RECOVERY (1963)
 EM0259
 EM0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0259'RECOVERED IN GOOD CONDITION.
 EM0259
 EM0259                          STATION RECOVERY (1989)
 EM0259
 EM0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0259'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EM0259'FOLLOWS.
 EM0259'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTHWEST OF ALTUS, 7.2
 EM0259'KM (4.45 MI) SOUTHWEST OF BLAIR, AND 0.3 KM (0.20 MI) EAST OF MARTHA.
 EM0259'OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EM0259'TO REACH THE STATION FROM THE POST OFFICE IN MARTHA, GO EAST ON CHURCH
 EM0259'STREET FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT, AT THE
 EM0259'ENTRANCE ROAD TO THE MARTHA CEMETARY.
 EM0259'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 EM0259'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 9.5 M
 EM0259'(31.2 FT) SOUTH OF THE CENTER OF THE STREET, 6.9 M (22.6 FT) SOUTHWEST
 EM0259'OF THE CENTER OF THE ENTRANCE ROAD, AND 6.5 M (21.3 FT)
 EM0259'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FENCE.
 EM0259'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EM0259
 EM0259                          STATION RECOVERY (2009)
 EM0259
 EM0259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 EM0259'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0211 ***********************************************************************
 EM0211  DESIGNATION -  G 29
 EM0211  PID         -  EM0211
 EM0211  STATE/COUNTY-  OK/KIOWA
 EM0211  COUNTRY     -  US
 EM0211  USGS QUAD   -  BABBS (2018)
 EM0211
 EM0211                         *CURRENT SURVEY CONTROL
 EM0211  ______________________________________________________________________
 EM0211* NAD 83(1986) POSITION- 34 55 44.     (N) 099 03 08.     (W)   SCALED
 EM0211* NAVD 88 ORTHO HEIGHT -   457.515 (meters)     1501.03  (feet) ADJUSTED
 EM0211  ______________________________________________________________________
 EM0211  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 EM0211  DYNAMIC HEIGHT  -        457.065 (meters)     1499.55  (feet) COMP
 EM0211  MODELED GRAVITY -    979,637.4   (mgal)                       NAVD 88
 EM0211
 EM0211  VERT ORDER      -  SECOND    CLASS 0
 EM0211
 EM0211.The horizontal coordinates were scaled from a map and have
 EM0211.an estimated accuracy of +/- 6 seconds.
 EM0211
 EM0211.The orthometric height was determined by differential leveling and
 EM0211.adjusted by the NATIONAL GEODETIC SURVEY
 EM0211.in June 1991.
 EM0211
 EM0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0211.GEOID18 height accuracy estimate available here.
 EM0211
 EM0211.Click photographs - Photos may exist for this station.
 EM0211
 EM0211.The dynamic height is computed by dividing the NAVD 88
 EM0211.geopotential number by the normal gravity value computed on the
 EM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0211.degrees latitude (g = 980.6199 gals.).
 EM0211
 EM0211.The modeled gravity was interpolated from observed gravity values.
 EM0211
 EM0211;                    North         East    Units  Estimated Accuracy
 EM0211;SPC OK S     -   177,490.      503,870.      MT  (+/- 180 meters Scaled)
 EM0211
 EM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD952651(NAD 83)
 EM0211
 EM0211                          SUPERSEDED SURVEY CONTROL
 EM0211
 EM0211  NGVD 29 (??/??/92)  457.355  (m)         1500.51   (f) ADJ UNCH    2 0
 EM0211
 EM0211.Superseded values are not recommended for survey control.
 EM0211
 EM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0211.See file dsdata.pdf to determine how the superseded data were derived.
 EM0211
 EM0211_MARKER: DB = BENCH MARK DISK
 EM0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0211_SP_SET: BRIDGE
 EM0211_STAMPING: G 29 1934
 EM0211_MARK LOGO: CGS
 EM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0211
 EM0211  HISTORY     - Date     Condition        Report By
 EM0211  HISTORY     - 1934     MONUMENTED       CGS
 EM0211  HISTORY     - 1963     GOOD             CGS
 EM0211
 EM0211                          STATION DESCRIPTION
 EM0211
 EM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0211'7.0 MI S FROM HOBART.
 EM0211'7.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0211'STATION AT HOBART, 9 FEET NORTH OF THE TWENTY-FIFTH POLE SOUTH OF
 EM0211'MILEPOST 723, NEAR A WOODEN RAILROAD TRESTLE, 75 FEET EAST OF THE
 EM0211'TRACK, AND IN THE TOP OF THE WEST CORNER OF A CONCRETE BRIDGE ON STATE
 EM0211'HIGHWAY 14, 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G
 EM0211'29 1934.
 EM0211
 EM0211                          STATION RECOVERY (1963)
 EM0211
 EM0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0300 ***********************************************************************
 FK0300  DESIGNATION -  G 3
 FK0300  PID         -  FK0300
 FK0300  STATE/COUNTY-  OK/CUSTER
 FK0300  COUNTRY     -  US
 FK0300  USGS QUAD   -  DILL CITY NE (2018)
 FK0300
 FK0300                         *CURRENT SURVEY CONTROL
 FK0300  ______________________________________________________________________
 FK0300* NAD 83(1986) POSITION- 35 29 39.     (N) 099 01 18.     (W)   SCALED
 FK0300* NAVD 88 ORTHO HEIGHT -   464.918 (meters)     1525.32  (feet) ADJUSTED
 FK0300  ______________________________________________________________________
 FK0300  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 FK0300  DYNAMIC HEIGHT  -        464.449 (meters)     1523.78  (feet) COMP
 FK0300  MODELED GRAVITY -    979,611.2   (mgal)                       NAVD 88
 FK0300
 FK0300  VERT ORDER      -  FIRST     CLASS II
 FK0300
 FK0300.The horizontal coordinates were scaled from a map and have
 FK0300.an estimated accuracy of +/- 6 seconds.
 FK0300
 FK0300.The orthometric height was determined by differential leveling and
 FK0300.adjusted by the NATIONAL GEODETIC SURVEY
 FK0300.in June 1991.
 FK0300
 FK0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0300.GEOID18 height accuracy estimate available here.
 FK0300
 FK0300.Click photographs - Photos may exist for this station.
 FK0300
 FK0300.The dynamic height is computed by dividing the NAVD 88
 FK0300.geopotential number by the normal gravity value computed on the
 FK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0300.degrees latitude (g = 980.6199 gals.).
 FK0300
 FK0300.The modeled gravity was interpolated from observed gravity values.
 FK0300
 FK0300;                    North         East    Units  Estimated Accuracy
 FK0300;SPC OK N     -    55,320.      507,300.      MT  (+/- 180 meters Scaled)
 FK0300
 FK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME980278(NAD 83)
 FK0300
 FK0300                          SUPERSEDED SURVEY CONTROL
 FK0300
 FK0300  NGVD 29 (??/??/92)  464.706  (m)         1524.62   (f) ADJ UNCH    1 2
 FK0300
 FK0300.Superseded values are not recommended for survey control.
 FK0300
 FK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0300.See file dsdata.pdf to determine how the superseded data were derived.
 FK0300
 FK0300_MARKER: P = PIPE CAP
 FK0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0300_STAMPING: 1524.715
 FK0300_MARK LOGO: CGS
 FK0300_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0300
 FK0300  HISTORY     - Date     Condition        Report By
 FK0300  HISTORY     - 1909     MONUMENTED       CGS
 FK0300  HISTORY     - 1953     GOOD             CGS
 FK0300
 FK0300                          STATION DESCRIPTION
 FK0300
 FK0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0300'4.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0300'RAILROAD FROM THE STATION AT CLINTON, 9 POLES SOUTHWEST OF
 FK0300'MILEPOST 585, 53.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 FK0300'THE MAIN TRACK, 6 FEET SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST
 FK0300'OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 FK0300'PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0197 ***********************************************************************
 EM0197  DESIGNATION -  G 30
 EM0197  PID         -  EM0197
 EM0197  STATE/COUNTY-  OK/KIOWA
 EM0197  COUNTRY     -  US
 EM0197  USGS QUAD   -  LAKE ALTUS (2018)
 EM0197
 EM0197                         *CURRENT SURVEY CONTROL
 EM0197  ______________________________________________________________________
 EM0197* NAD 83(1986) POSITION- 34 59 23.51   (N) 099 15 12.93   (W)   HD_HELD1
 EM0197* NAVD 88 ORTHO HEIGHT -   479.950 (meters)     1574.64  (feet) ADJUSTED
 EM0197  ______________________________________________________________________
 EM0197  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 EM0197  DYNAMIC HEIGHT  -        479.484 (meters)     1573.11  (feet) COMP
 EM0197  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 EM0197
 EM0197  VERT ORDER      -  SECOND    CLASS 0
 EM0197
 EM0197.The horizontal coordinates were determined by differentially corrected
 EM0197.hand held GPS observations or other comparable positioning techniques
 EM0197.and have an estimated accuracy of +/- 3 meters.
 EM0197
 EM0197.The orthometric height was determined by differential leveling and
 EM0197.adjusted by the NATIONAL GEODETIC SURVEY
 EM0197.in June 1991.
 EM0197
 EM0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0197.GEOID18 height accuracy estimate available here.
 EM0197
 EM0197.Click photographs - Photos may exist for this station.
 EM0197
 EM0197.The dynamic height is computed by dividing the NAVD 88
 EM0197.geopotential number by the normal gravity value computed on the
 EM0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0197.degrees latitude (g = 980.6199 gals.).
 EM0197
 EM0197.The modeled gravity was interpolated from observed gravity values.
 EM0197
 EM0197;                    North         East    Units  Estimated Accuracy
 EM0197;SPC OK S     -   184,461.4     485,555.2     MT  (+/- 3 meters HH1 GPS) 
 EM0197
 EM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7685671948(NAD 83)
 EM0197
 EM0197                          SUPERSEDED SURVEY CONTROL
 EM0197
 EM0197  NGVD 29 (??/??/92)  479.784  (m)         1574.09   (f) ADJ UNCH    2 0
 EM0197
 EM0197.Superseded values are not recommended for survey control.
 EM0197
 EM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0197.See file dsdata.pdf to determine how the superseded data were derived.
 EM0197
 EM0197_MARKER: DB = BENCH MARK DISK
 EM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0197_STAMPING: G 30 1934
 EM0197_MARK LOGO: CGS
 EM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0197+STABILITY: SURFACE MOTION
 EM0197
 EM0197  HISTORY     - Date     Condition        Report By
 EM0197  HISTORY     - 1934     MONUMENTED       CGS
 EM0197  HISTORY     - 1963     GOOD             CGS
 EM0197
 EM0197                          STATION DESCRIPTION
 EM0197
 EM0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0197'IN LONE WOLF.
 EM0197'AT LONE WOLF 400 FEET SOUTHWEST FROM ROCKISLAND DEPOT IN WATER TOWER
 EM0197'NORTHWEST LEG.  IN CEMENT BASE.  4 INCHES ABOVE GROUND.  200 FEET
 EM0197'SOUTH OF TRACK.
 EM0197
 EM0197                          STATION RECOVERY (1963)
 EM0197
 EM0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0139 ***********************************************************************
 FK0139  DESIGNATION -  G 31
 FK0139  PID         -  FK0139
 FK0139  STATE/COUNTY-  OK/KIOWA
 FK0139  COUNTRY     -  US
 FK0139  USGS QUAD   -  STINKING CREEK (2018)
 FK0139
 FK0139                         *CURRENT SURVEY CONTROL
 FK0139  ______________________________________________________________________
 FK0139* NAD 83(1986) POSITION- 35 05 53.     (N) 098 38 15.     (W)   SCALED
 FK0139* NAVD 88 ORTHO HEIGHT -   398.817 (meters)     1308.45  (feet) ADJUSTED
 FK0139  ______________________________________________________________________
 FK0139  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 FK0139  DYNAMIC HEIGHT  -        398.411 (meters)     1307.12  (feet) COMP
 FK0139  MODELED GRAVITY -    979,604.3   (mgal)                       NAVD 88
 FK0139
 FK0139  VERT ORDER      -  SECOND    CLASS 0
 FK0139
 FK0139.The horizontal coordinates were scaled from a map and have
 FK0139.an estimated accuracy of +/- 6 seconds.
 FK0139
 FK0139.The orthometric height was determined by differential leveling and
 FK0139.adjusted by the NATIONAL GEODETIC SURVEY
 FK0139.in June 1991.
 FK0139
 FK0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0139.GEOID18 height accuracy estimate available here.
 FK0139
 FK0139.Click photographs - Photos may exist for this station.
 FK0139
 FK0139.The dynamic height is computed by dividing the NAVD 88
 FK0139.geopotential number by the normal gravity value computed on the
 FK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0139.degrees latitude (g = 980.6199 gals.).
 FK0139
 FK0139.The modeled gravity was interpolated from observed gravity values.
 FK0139
 FK0139;                    North         East    Units  Estimated Accuracy
 FK0139;SPC OK S     -   195,940.      541,880.      MT  (+/- 180 meters Scaled)
 FK0139
 FK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND330839(NAD 83)
 FK0139
 FK0139                          SUPERSEDED SURVEY CONTROL
 FK0139
 FK0139  NGVD 29 (??/??/92)  398.664  (m)         1307.95   (f) ADJ UNCH    2 0
 FK0139
 FK0139.Superseded values are not recommended for survey control.
 FK0139
 FK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0139.See file dsdata.pdf to determine how the superseded data were derived.
 FK0139
 FK0139_MARKER: DB = BENCH MARK DISK
 FK0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0139_SP_SET: BRIDGE
 FK0139_STAMPING: G 31 1934
 FK0139_MARK LOGO: CGS
 FK0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0139
 FK0139  HISTORY     - Date     Condition        Report By
 FK0139  HISTORY     - 1934     MONUMENTED       CGS
 FK0139  HISTORY     - 1963     GOOD             CGS
 FK0139
 FK0139                          STATION DESCRIPTION
 FK0139
 FK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0139'2.5 MI W FROM CARNEGIE.
 FK0139'IN KIOWA COUNTY, 2.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 FK0139'AND PACIFIC RAILROAD FROM THE STATION AT CARNEGIE, CADDO COUNTY,
 FK0139'6.3 MILES EAST OF THE STATION AT MOUNTAIN VIEW, ABOUT 1/4 MILE
 FK0139'NORTH OF STATE HIGHWAY 9, NEAR A SECTION-LINE ROAD, AT BRIDGE
 FK0139'446 OVER STINKING CREEK, IN THE TOP OF THE SOUTH END OF THE
 FK0139'WEST CONCRETE ABUTMENT, 4 FEET SOUTH OF THE TRACK, AND 6 FEET
 FK0139'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 31 1934.
 FK0139
 FK0139                          STATION RECOVERY (1963)
 FK0139
 FK0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0291 ***********************************************************************
 GJ0291  DESIGNATION -  G 32
 GJ0291  PID         -  GJ0291
 GJ0291  STATE/COUNTY-  OK/ELLIS
 GJ0291  COUNTRY     -  US
 GJ0291  USGS QUAD   -  SHATTUCK (2018)
 GJ0291
 GJ0291                         *CURRENT SURVEY CONTROL
 GJ0291  ______________________________________________________________________
 GJ0291* NAD 83(1986) POSITION- 36 16 03.     (N) 099 53 41.     (W)   SCALED
 GJ0291* NAVD 88 ORTHO HEIGHT -   685.011 (meters)     2247.41  (feet) ADJUSTED
 GJ0291  ______________________________________________________________________
 GJ0291  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GJ0291  DYNAMIC HEIGHT  -        684.318 (meters)     2245.13  (feet) COMP
 GJ0291  MODELED GRAVITY -    979,599.1   (mgal)                       NAVD 88
 GJ0291
 GJ0291  VERT ORDER      -  FIRST     CLASS II
 GJ0291
 GJ0291.The horizontal coordinates were scaled from a map and have
 GJ0291.an estimated accuracy of +/- 6 seconds.
 GJ0291
 GJ0291.The orthometric height was determined by differential leveling and
 GJ0291.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0291.in June 1991.
 GJ0291
 GJ0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0291.GEOID18 height accuracy estimate available here.
 GJ0291
 GJ0291.Click photographs - Photos may exist for this station.
 GJ0291
 GJ0291.The dynamic height is computed by dividing the NAVD 88
 GJ0291.geopotential number by the normal gravity value computed on the
 GJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0291.degrees latitude (g = 980.6199 gals.).
 GJ0291
 GJ0291.The modeled gravity was interpolated from observed gravity values.
 GJ0291
 GJ0291;                    North         East    Units  Estimated Accuracy
 GJ0291;SPC OK N     -   142,290.      429,760.      MT  (+/- 180 meters Scaled)
 GJ0291
 GJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF196139(NAD 83)
 GJ0291
 GJ0291                          SUPERSEDED SURVEY CONTROL
 GJ0291
 GJ0291  NGVD 29 (??/??/92)  684.709  (m)         2246.42   (f) ADJ UNCH    1 2
 GJ0291
 GJ0291.Superseded values are not recommended for survey control.
 GJ0291
 GJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0291.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0291
 GJ0291_MARKER: DB = BENCH MARK DISK
 GJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0291_STAMPING: G 32 1934
 GJ0291_MARK LOGO: CGS
 GJ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0291+STABILITY: SURFACE MOTION
 GJ0291
 GJ0291  HISTORY     - Date     Condition        Report By
 GJ0291  HISTORY     - 1934     MONUMENTED       CGS
 GJ0291  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0291
 GJ0291                          STATION DESCRIPTION
 GJ0291
 GJ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0291'1 MI SW FROM SHATTUCK.
 GJ0291'1.0 MILES SOUTHWEST OF RAILROAD PARK, AT SHATTUCK 1403 WEST
 GJ0291'OF MILE POST 415.  62 FEET SOUTH OF THE CENTERLINE OF ATCHISON
 GJ0291'TOPEKA AND SANTA FE RAILROAD.  15 FEET NORTH OF THE RAILROAD
 GJ0291'RIGHT-OF-WAY FENCE LINE.
 GJ0291
 GJ0291                          STATION RECOVERY (1969)
 GJ0291
 GJ0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0243 ***********************************************************************
 GJ0243  DESIGNATION -  G 33
 GJ0243  PID         -  GJ0243
 GJ0243  STATE/COUNTY-  OK/WOODWARD
 GJ0243  COUNTRY     -  US
 GJ0243  USGS QUAD   -  SHARON (2018)
 GJ0243
 GJ0243                         *CURRENT SURVEY CONTROL
 GJ0243  ______________________________________________________________________
 GJ0243* NAD 83(1986) POSITION- 36 18 04.     (N) 099 20 41.     (W)   SCALED
 GJ0243* NAVD 88 ORTHO HEIGHT -   650.112 (meters)     2132.91  (feet) ADJUSTED
 GJ0243  ______________________________________________________________________
 GJ0243  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 GJ0243  DYNAMIC HEIGHT  -        649.470 (meters)     2130.80  (feet) COMP
 GJ0243  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 GJ0243
 GJ0243  VERT ORDER      -  SECOND    CLASS 0
 GJ0243
 GJ0243.The horizontal coordinates were scaled from a map and have
 GJ0243.an estimated accuracy of +/- 6 seconds.
 GJ0243
 GJ0243.The orthometric height was determined by differential leveling and
 GJ0243.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0243.in June 1991.
 GJ0243
 GJ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0243.GEOID18 height accuracy estimate available here.
 GJ0243
 GJ0243.Click photographs - Photos may exist for this station.
 GJ0243
 GJ0243.The dynamic height is computed by dividing the NAVD 88
 GJ0243.geopotential number by the normal gravity value computed on the
 GJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0243.degrees latitude (g = 980.6199 gals.).
 GJ0243
 GJ0243.The modeled gravity was interpolated from observed gravity values.
 GJ0243
 GJ0243;                    North         East    Units  Estimated Accuracy
 GJ0243;SPC OK N     -   145,200.      479,230.      MT  (+/- 180 meters Scaled)
 GJ0243
 GJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF690174(NAD 83)
 GJ0243
 GJ0243                          SUPERSEDED SURVEY CONTROL
 GJ0243
 GJ0243  NGVD 29 (??/??/92)  649.848  (m)         2132.04   (f) ADJ UNCH    2 0
 GJ0243
 GJ0243.Superseded values are not recommended for survey control.
 GJ0243
 GJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0243.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0243
 GJ0243_MARKER: DB = BENCH MARK DISK
 GJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0243_STAMPING: G 33 1934
 GJ0243_MARK LOGO: CGS
 GJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0243+STABILITY: SURFACE MOTION
 GJ0243
 GJ0243  HISTORY     - Date     Condition        Report By
 GJ0243  HISTORY     - 1934     MONUMENTED       CGS
 GJ0243
 GJ0243                          STATION DESCRIPTION
 GJ0243
 GJ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0243'1.6 MI N FROM SHARON.
 GJ0243'1.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0243'THE STATION AT SHARON, WOODWARD COUNTY, 2 FEET SOUTHWEST OF
 GJ0243'MILEPOST 208, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 6
 GJ0243'FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, AND ABOUT 3 FEET HIGHER
 GJ0243'THAN THE TRACK.  A STANDARD DISK, STAMPED G 33 1934 AND SET IN
 GJ0243'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0092 ***********************************************************************
 GJ0092  DESIGNATION -  G 34
 GJ0092  PID         -  GJ0092
 GJ0092  STATE/COUNTY-  OK/DEWEY
 GJ0092  COUNTRY     -  US
 GJ0092  USGS QUAD   -  SEILING (2018)
 GJ0092
 GJ0092                         *CURRENT SURVEY CONTROL
 GJ0092  ______________________________________________________________________
 GJ0092* NAD 83(1986) POSITION- 36 08 41.     (N) 098 56 17.     (W)   SCALED
 GJ0092* NAVD 88 ORTHO HEIGHT -   532.656 (meters)     1747.56  (feet) ADJUSTED
 GJ0092  ______________________________________________________________________
 GJ0092  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 GJ0092  DYNAMIC HEIGHT  -        532.144 (meters)     1745.88  (feet) COMP
 GJ0092  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 GJ0092
 GJ0092  VERT ORDER      -  SECOND    CLASS 0
 GJ0092
 GJ0092.The horizontal coordinates were scaled from a map and have
 GJ0092.an estimated accuracy of +/- 6 seconds.
 GJ0092
 GJ0092.The orthometric height was determined by differential leveling and
 GJ0092.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0092.in June 1991.
 GJ0092
 GJ0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0092.GEOID18 height accuracy estimate available here.
 GJ0092
 GJ0092.Click photographs - Photos may exist for this station.
 GJ0092
 GJ0092.The dynamic height is computed by dividing the NAVD 88
 GJ0092.geopotential number by the normal gravity value computed on the
 GJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0092.degrees latitude (g = 980.6199 gals.).
 GJ0092
 GJ0092.The modeled gravity was interpolated from observed gravity values.
 GJ0092
 GJ0092;                    North         East    Units  Estimated Accuracy
 GJ0092;SPC OK N     -   127,420.      515,580.      MT  (+/- 180 meters Scaled)
 GJ0092
 GJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF055000(NAD 83)
 GJ0092
 GJ0092                          SUPERSEDED SURVEY CONTROL
 GJ0092
 GJ0092  NGVD 29 (??/??/92)  532.433  (m)         1746.82   (f) ADJ UNCH    2 0
 GJ0092
 GJ0092.Superseded values are not recommended for survey control.
 GJ0092
 GJ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0092.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0092
 GJ0092_MARKER: DB = BENCH MARK DISK
 GJ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0092_STAMPING: G 34 1934
 GJ0092_MARK LOGO: CGS
 GJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0092+STABILITY: SURFACE MOTION
 GJ0092
 GJ0092  HISTORY     - Date     Condition        Report By
 GJ0092  HISTORY     - 1934     MONUMENTED       CGS
 GJ0092
 GJ0092                          STATION DESCRIPTION
 GJ0092
 GJ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0092'0.8 MI W FROM SEILING.
 GJ0092'0.8 MILES WEST OF JUNCTION OF U.S. HIGHWAY 60 AND STATE 35 425
 GJ0092'FEET SOUTHWEST OF LARGE YELLOW FARM HOUSE.  42 FEET NORTH OF THE
 GJ0092'CENTERLINE OF U.S. HIGHWAY 60.  33 FEET EAST OF NORTH AND SOUTH
 GJ0092'SECTION LINE ROAD.  3 FEET NORTHEAST OF THE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0093 ***********************************************************************
 GJ0093  DESIGNATION -  G 34 RESET
 GJ0093  PID         -  GJ0093
 GJ0093  STATE/COUNTY-  OK/DEWEY
 GJ0093  COUNTRY     -  US
 GJ0093  USGS QUAD   -  SEILING (2018)
 GJ0093
 GJ0093                         *CURRENT SURVEY CONTROL
 GJ0093  ______________________________________________________________________
 GJ0093* NAD 83(1986) POSITION- 36 08 41.     (N) 098 56 17.     (W)   SCALED
 GJ0093* NAVD 88 ORTHO HEIGHT -   532.64  (+/-2cm)     1747.5   (feet) VERTCON3
 GJ0093  ______________________________________________________________________
 GJ0093  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 GJ0093  VERT ORDER      -  THIRD (See Below)
 GJ0093
 GJ0093.The horizontal coordinates were scaled from a map and have
 GJ0093.an estimated accuracy of +/- 6 seconds.
 GJ0093
 GJ0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0093
 GJ0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0093.GEOID18 height accuracy estimate available here.
 GJ0093
 GJ0093.The vertical order pertains to the NGVD 29 superseded value.
 GJ0093
 GJ0093.Click photographs - Photos may exist for this station.
 GJ0093
 GJ0093;                    North         East    Units  Estimated Accuracy
 GJ0093;SPC OK N     -   127,420.      515,580.      MT  (+/- 180 meters Scaled)
 GJ0093
 GJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF055000(NAD 83)
 GJ0093
 GJ0093                          SUPERSEDED SURVEY CONTROL
 GJ0093
 GJ0093  NGVD 29 (??/??/??)  532.42   (m)         1746.8    (f) RESET       3  
 GJ0093
 GJ0093.Superseded values are not recommended for survey control.
 GJ0093
 GJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0093.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0093
 GJ0093_MARKER: DB = BENCH MARK DISK
 GJ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0093_STAMPING: G 34 RESET 1940
 GJ0093_MARK LOGO: CGS
 GJ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0093+STABILITY: SURFACE MOTION
 GJ0093
 GJ0093  HISTORY     - Date     Condition        Report By
 GJ0093  HISTORY     - 1940     MONUMENTED       CGS
 GJ0093
 GJ0093                          STATION DESCRIPTION
 GJ0093
 GJ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GJ0093'0.8 MI W FROM SEILING.
 GJ0093'0.8 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF THE 1934
 GJ0093'LOCATION OF STATE HIGHWAY 35 AT SEILING, DEWEY COUNTY, 425 FEET
 GJ0093'SOUTHWEST OF A LARGE FARMHOUSE, AT THE INTERSECTION OF A
 GJ0093'NORTH-AND-SOUTH SECTION-LINE ROAD, 55.8 FEET NORTH OF THE CENTERLINE
 GJ0093'OF THE HIGHWAY, 33 FEET EAST OF THE ROAD, AND NEAR A FENCE
 GJ0093'CORNER.  A STANDARD DISK, STAMPED G 34 RESET 1940 AND SET IN THE
 GJ0093'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0058 ***********************************************************************
 GJ0058  DESIGNATION -  G 35
 GJ0058  PID         -  GJ0058
 GJ0058  STATE/COUNTY-  OK/MAJOR
 GJ0058  COUNTRY     -  US
 GJ0058  USGS QUAD   -  ISABELLA (2018)
 GJ0058
 GJ0058                         *CURRENT SURVEY CONTROL
 GJ0058  ______________________________________________________________________
 GJ0058* NAD 83(1986) POSITION- 36 10 03.83   (N) 098 16 22.55   (W)   HD_HELD1
 GJ0058* NAVD 88 ORTHO HEIGHT -   358.081 (meters)     1174.80  (feet) ADJUSTED
 GJ0058  ______________________________________________________________________
 GJ0058  GEOID HEIGHT    -        -27.447 (meters)                     GEOID18
 GJ0058  DYNAMIC HEIGHT  -        357.759 (meters)     1173.75  (feet) COMP
 GJ0058  MODELED GRAVITY -    979,722.1   (mgal)                       NAVD 88
 GJ0058
 GJ0058  VERT ORDER      -  SECOND    CLASS 0
 GJ0058
 GJ0058.The horizontal coordinates were determined by differentially corrected
 GJ0058.hand held GPS observations or other comparable positioning techniques
 GJ0058.and have an estimated accuracy of +/- 3 meters.
 GJ0058
 GJ0058.The orthometric height was determined by differential leveling and
 GJ0058.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0058.in June 1991.
 GJ0058
 GJ0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0058.GEOID18 height accuracy estimate available here.
 GJ0058
 GJ0058.Click photographs - Photos may exist for this station.
 GJ0058
 GJ0058.The dynamic height is computed by dividing the NAVD 88
 GJ0058.geopotential number by the normal gravity value computed on the
 GJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0058.degrees latitude (g = 980.6199 gals.).
 GJ0058
 GJ0058.The modeled gravity was interpolated from observed gravity values.
 GJ0058
 GJ0058;                    North         East    Units  Estimated Accuracy
 GJ0058;SPC OK N     -   129,597.6     575,445.2     MT  (+/- 3 meters HH1 GPS) 
 GJ0058
 GJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6539002797(NAD 83)
 GJ0058
 GJ0058                          SUPERSEDED SURVEY CONTROL
 GJ0058
 GJ0058  NGVD 29 (??/??/92)  357.921  (m)         1174.28   (f) ADJ UNCH    2 0
 GJ0058
 GJ0058.Superseded values are not recommended for survey control.
 GJ0058
 GJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0058.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0058
 GJ0058_MARKER: DB = BENCH MARK DISK
 GJ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0058_STAMPING: G 35 1934
 GJ0058_MARK LOGO: CGS
 GJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0058+STABILITY: SURFACE MOTION
 GJ0058
 GJ0058  HISTORY     - Date     Condition        Report By
 GJ0058  HISTORY     - 1934     MONUMENTED       CGS
 GJ0058
 GJ0058                          STATION DESCRIPTION
 GJ0058
 GJ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0058'4.1 MI NE FROM O KEENE.
 GJ0058'4.1 MILES NORTHEAST OF ST. L AND S F RAILWAY DEPOT.  198 FEET
 GJ0058'SOUTH WEST OF MILE POST 614.  40 FEET EAST OF THE CENTERLINE OF
 GJ0058'ST. LOUIS AND SAN FRANCISCO RAILROAD.  10 FEET WEST OF THE
 GJ0058'RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0093 ***********************************************************************
 FK0093  DESIGNATION -  G 36
 FK0093  PID         -  FK0093
 FK0093  STATE/COUNTY-  OK/GRADY
 FK0093  COUNTRY     -  US
 FK0093  USGS QUAD   -  VERDEN (2018)
 FK0093
 FK0093                         *CURRENT SURVEY CONTROL
 FK0093  ______________________________________________________________________
 FK0093* NAD 83(1986) POSITION- 35 05 13.     (N) 098 03 25.     (W)   SCALED
 FK0093* NAVD 88 ORTHO HEIGHT -   343.342 (meters)     1126.45  (feet) ADJUSTED
 FK0093  ______________________________________________________________________
 FK0093  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 FK0093  DYNAMIC HEIGHT  -        343.001 (meters)     1125.33  (feet) COMP
 FK0093  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 FK0093
 FK0093  VERT ORDER      -  SECOND    CLASS 0
 FK0093
 FK0093.The horizontal coordinates were scaled from a map and have
 FK0093.an estimated accuracy of +/- 6 seconds.
 FK0093
 FK0093.The orthometric height was determined by differential leveling and
 FK0093.adjusted by the NATIONAL GEODETIC SURVEY
 FK0093.in June 1991.
 FK0093
 FK0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0093.GEOID18 height accuracy estimate available here.
 FK0093
 FK0093.Click photographs - Photos may exist for this station.
 FK0093
 FK0093.The dynamic height is computed by dividing the NAVD 88
 FK0093.geopotential number by the normal gravity value computed on the
 FK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0093.degrees latitude (g = 980.6199 gals.).
 FK0093
 FK0093.The modeled gravity was interpolated from observed gravity values.
 FK0093
 FK0093;                    North         East    Units  Estimated Accuracy
 FK0093;SPC OK S     -   194,520.      594,810.      MT  (+/- 180 meters Scaled)
 FK0093
 FK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND859830(NAD 83)
 FK0093
 FK0093                          SUPERSEDED SURVEY CONTROL
 FK0093
 FK0093  NGVD 29 (??/??/92)  343.226  (m)         1126.07   (f) ADJ UNCH    2 0
 FK0093
 FK0093.Superseded values are not recommended for survey control.
 FK0093
 FK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0093.See file dsdata.pdf to determine how the superseded data were derived.
 FK0093
 FK0093_MARKER: DB = BENCH MARK DISK
 FK0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0093_SP_SET: BRIDGE
 FK0093_STAMPING: G 36 1934
 FK0093_MARK LOGO: CGS
 FK0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0093
 FK0093  HISTORY     - Date     Condition        Report By
 FK0093  HISTORY     - 1934     MONUMENTED       CGS
 FK0093  HISTORY     - 1963     GOOD             CGS
 FK0093  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FK0093
 FK0093                          STATION DESCRIPTION
 FK0093
 FK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0093'1.7 MI E FROM VERDEN.
 FK0093'1.7 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FK0093'ISLAND AND PACIFIC RAILROAD STATION AT VERDEN, GRADY COUNTY,
 FK0093'60 FEET SOUTH OF THE TRACK, AT A BRIDGE ON U.S. HIGHWAY 62,
 FK0093'IN THE TOP OF THE NORTHEAST CORNER OF THE BRIDGE, AND LEVEL
 FK0093'WITH THE TRACK.  A STANDARD DISK, STAMPED G 36 1934.
 FK0093
 FK0093                          STATION RECOVERY (1963)
 FK0093
 FK0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0093'RECOVERED IN GOOD CONDITION.
 FK0093
 FK0093                          STATION RECOVERY (2022)
 FK0093
 FK0093'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FK0093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0044 ***********************************************************************
 EM0044  DESIGNATION -  G 38
 EM0044  PID         -  EM0044
 EM0044  STATE/COUNTY-  OK/COMANCHE
 EM0044  COUNTRY     -  US
 EM0044  USGS QUAD   -  LETITIA (2018)
 EM0044
 EM0044                         *CURRENT SURVEY CONTROL
 EM0044  ______________________________________________________________________
 EM0044* NAD 83(1986) POSITION- 34 35 37.     (N) 098 12 38.     (W)   SCALED
 EM0044* NAVD 88 ORTHO HEIGHT -   353.705 (meters)     1160.45  (feet) ADJUSTED
 EM0044  ______________________________________________________________________
 EM0044  GEOID HEIGHT    -        -25.759 (meters)                     GEOID18
 EM0044  DYNAMIC HEIGHT  -        353.349 (meters)     1159.28  (feet) COMP
 EM0044  MODELED GRAVITY -    979,616.9   (mgal)                       NAVD 88
 EM0044
 EM0044  VERT ORDER      -  SECOND    CLASS 0
 EM0044
 EM0044.The horizontal coordinates were scaled from a map and have
 EM0044.an estimated accuracy of +/- 6 seconds.
 EM0044
 EM0044.The orthometric height was determined by differential leveling and
 EM0044.adjusted by the NATIONAL GEODETIC SURVEY
 EM0044.in June 1991.
 EM0044
 EM0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0044.GEOID18 height accuracy estimate available here.
 EM0044
 EM0044.Click photographs - Photos may exist for this station.
 EM0044
 EM0044.The dynamic height is computed by dividing the NAVD 88
 EM0044.geopotential number by the normal gravity value computed on the
 EM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0044.degrees latitude (g = 980.6199 gals.).
 EM0044
 EM0044.The modeled gravity was interpolated from observed gravity values.
 EM0044
 EM0044;                    North         East    Units  Estimated Accuracy
 EM0044;SPC OK S     -   139,810.      580,690.      MT  (+/- 180 meters Scaled)
 EM0044
 EM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND723282(NAD 83)
 EM0044
 EM0044                          SUPERSEDED SURVEY CONTROL
 EM0044
 EM0044  NGVD 29 (??/??/92)  353.604  (m)         1160.12   (f) ADJ UNCH    2 0
 EM0044
 EM0044.Superseded values are not recommended for survey control.
 EM0044
 EM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0044.See file dsdata.pdf to determine how the superseded data were derived.
 EM0044
 EM0044_MARKER: DB = BENCH MARK DISK
 EM0044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0044_SP_SET: CULVERT HEADWALL
 EM0044_STAMPING: G 38 1934
 EM0044_MARK LOGO: CGS
 EM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0044+STABILITY: SURFACE MOTION
 EM0044
 EM0044  HISTORY     - Date     Condition        Report By
 EM0044  HISTORY     - 1934     MONUMENTED       CGS
 EM0044  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0044
 EM0044                          STATION DESCRIPTION
 EM0044
 EM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0044'10.25 MI E FROM LAWTON.
 EM0044'10.9 MILES EAST ALONG STATE HIGHWAY 29 FROM THE ST. LOUIS-SAN
 EM0044'FRANCISCO RAILWAY STATION AT LAWTON, COMANCHE COUNTY, 1/2 MILE WEST OF
 EM0044'A FARMHOUSE, 300 FEET EAST OF A CROSSROADS AND A TEXACO SERVICE
 EM0044'STATION, AND IN THE TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT. A
 EM0044'STANDARD DISK, STAMPED G 38 1934. NOTE -- THE HIGHWAY HAS BEEN WIDENED
 EM0044'AND THE CONCRETE CULVERT HAS BEEN REPLACED WITH A LONGER ONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0390 ***********************************************************************
 EL0390  DESIGNATION -  G 40
 EL0390  PID         -  EL0390
 EL0390  STATE/COUNTY-  OK/CARTER
 EL0390  COUNTRY     -  US
 EL0390  USGS QUAD   -  HEALDTON (2018)
 EL0390
 EL0390                         *CURRENT SURVEY CONTROL
 EL0390  ______________________________________________________________________
 EL0390* NAD 83(1986) POSITION- 34 09 40.     (N) 097 23 14.     (W)   SCALED
 EL0390* NAVD 88 ORTHO HEIGHT -   260.351 (meters)      854.17  (feet) ADJUSTED
 EL0390  ______________________________________________________________________
 EL0390  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 EL0390  DYNAMIC HEIGHT  -        260.076 (meters)      853.27  (feet) COMP
 EL0390  MODELED GRAVITY -    979,576.1   (mgal)                       NAVD 88
 EL0390
 EL0390  VERT ORDER      -  FIRST     CLASS II
 EL0390
 EL0390.The horizontal coordinates were scaled from a map and have
 EL0390.an estimated accuracy of +/- 6 seconds.
 EL0390
 EL0390.The orthometric height was determined by differential leveling and
 EL0390.adjusted by the NATIONAL GEODETIC SURVEY
 EL0390.in June 1991.
 EL0390
 EL0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0390.GEOID18 height accuracy estimate available here.
 EL0390
 EL0390.Click photographs - Photos may exist for this station.
 EL0390
 EL0390.The dynamic height is computed by dividing the NAVD 88
 EL0390.geopotential number by the normal gravity value computed on the
 EL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0390.degrees latitude (g = 980.6199 gals.).
 EL0390
 EL0390.The modeled gravity was interpolated from observed gravity values.
 EL0390
 EL0390;                    North         East    Units  Estimated Accuracy
 EL0390;SPC OK S     -    91,990.      656,500.      MT  (+/- 180 meters Scaled)
 EL0390
 EL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC486811(NAD 83)
 EL0390
 EL0390                          SUPERSEDED SURVEY CONTROL
 EL0390
 EL0390  NGVD 29 (??/??/92)  260.270  (m)          853.90   (f) ADJ UNCH    1 2
 EL0390
 EL0390.Superseded values are not recommended for survey control.
 EL0390
 EL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0390.See file dsdata.pdf to determine how the superseded data were derived.
 EL0390
 EL0390_MARKER: DB = BENCH MARK DISK
 EL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0390_STAMPING: G 40 1934
 EL0390_MARK LOGO: CGS
 EL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0390+STABILITY: SURFACE MOTION
 EL0390
 EL0390  HISTORY     - Date     Condition        Report By
 EL0390  HISTORY     - 1934     MONUMENTED       CGS
 EL0390  HISTORY     - 20180801 MARK NOT FOUND   OKDOT
 EL0390
 EL0390                          STATION DESCRIPTION
 EL0390
 EL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0390'7.5 MI W FROM LONE GROVE.
 EL0390'7.5 MILES WEST OF LONE GROVE AT AND SF RR DEPOT.  AT ATCHISON
 EL0390'TOPEKA AND SANTA FE RR CROSSING AND TEXACO REFINERY.  1 POLE WEST
 EL0390'OF MILE POST 17.  60 FEET NORTH OF THE TRACK, 40 FEET WEST OF
 EL0390'THE CENTERLINE OF THE ROAD.
 EL0390
 EL0390                          STATION RECOVERY (2018)
 EL0390
 EL0390'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EL0390'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0417 ***********************************************************************
 FJ0417  DESIGNATION -  G 41
 FJ0417  PID         -  FJ0417
 FJ0417  STATE/COUNTY-  OK/GRADY
 FJ0417  COUNTRY     -  US
 FJ0417  USGS QUAD   -  CHICKASHA (2018)
 FJ0417
 FJ0417                         *CURRENT SURVEY CONTROL
 FJ0417  ______________________________________________________________________
 FJ0417* NAD 83(1986) POSITION- 35 02 21.     (N) 097 55 40.     (W)   SCALED
 FJ0417* NAVD 88 ORTHO HEIGHT -   330.310 (meters)     1083.69  (feet) ADJUSTED
 FJ0417  ______________________________________________________________________
 FJ0417  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 FJ0417  DYNAMIC HEIGHT  -        329.984 (meters)     1082.62  (feet) COMP
 FJ0417  MODELED GRAVITY -    979,637.7   (mgal)                       NAVD 88
 FJ0417
 FJ0417  VERT ORDER      -  FIRST     CLASS II
 FJ0417
 FJ0417.The horizontal coordinates were scaled from a map and have
 FJ0417.an estimated accuracy of +/- 6 seconds.
 FJ0417
 FJ0417.The orthometric height was determined by differential leveling and
 FJ0417.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0417.in June 1991.
 FJ0417
 FJ0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0417.GEOID18 height accuracy estimate available here.
 FJ0417
 FJ0417.Click photographs - Photos may exist for this station.
 FJ0417
 FJ0417.The dynamic height is computed by dividing the NAVD 88
 FJ0417.geopotential number by the normal gravity value computed on the
 FJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0417.degrees latitude (g = 980.6199 gals.).
 FJ0417
 FJ0417.The modeled gravity was interpolated from observed gravity values.
 FJ0417
 FJ0417;                    North         East    Units  Estimated Accuracy
 FJ0417;SPC OK S     -   189,220.      606,590.      MT  (+/- 180 meters Scaled)
 FJ0417
 FJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND977779(NAD 83)
 FJ0417
 FJ0417                          SUPERSEDED SURVEY CONTROL
 FJ0417
 FJ0417  NGVD 29 (??/??/92)  330.206  (m)         1083.35   (f) ADJ UNCH    1 2
 FJ0417
 FJ0417.Superseded values are not recommended for survey control.
 FJ0417
 FJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0417.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0417
 FJ0417_MARKER: DB = BENCH MARK DISK
 FJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0417_STAMPING: G 41 1934
 FJ0417_MARK LOGO: CGS
 FJ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0417+STABILITY: SURFACE MOTION
 FJ0417
 FJ0417  HISTORY     - Date     Condition        Report By
 FJ0417  HISTORY     - 1934     MONUMENTED       CGS
 FJ0417  HISTORY     - 1953     GOOD             CGS
 FJ0417  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0417
 FJ0417                          STATION DESCRIPTION
 FJ0417
 FJ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0417'0.9 MI S FROM CHICKASHA.
 FJ0417'0.9 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0417'FROM THE STATION AT CHICKASHA, 375 FEET SOUTHEAST OF THE SOUTH
 FJ0417'END OF BRIDGE 347.1, 43 FEET NORTHEAST OF THE NORTHEAST RAIL
 FJ0417'OF AN ABANDONED BRANCH RAILROAD, 30 FEET SOUTHEAST OF A TELEPHONE
 FJ0417'POLE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FJ0417'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FJ0417
 FJ0417                          STATION RECOVERY (1986)
 FJ0417
 FJ0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0561 ***********************************************************************
 EL0561  DESIGNATION -  G 42
 EL0561  PID         -  EL0561
 EL0561  STATE/COUNTY-  OK/GRADY
 EL0561  COUNTRY     -  US
 EL0561  USGS QUAD   -  LINDSAY SW (2018)
 EL0561
 EL0561                         *CURRENT SURVEY CONTROL
 EL0561  ______________________________________________________________________
 EL0561* NAD 83(1986) POSITION- 34 51 42.     (N) 097 41 04.     (W)   SCALED
 EL0561* NAVD 88 ORTHO HEIGHT -   305.349 (meters)     1001.80  (feet) ADJUSTED
 EL0561  ______________________________________________________________________
 EL0561  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 EL0561  DYNAMIC HEIGHT  -        305.049 (meters)     1000.81  (feet) COMP
 EL0561  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 EL0561
 EL0561  VERT ORDER      -  SECOND    CLASS 0
 EL0561
 EL0561.The horizontal coordinates were scaled from a map and have
 EL0561.an estimated accuracy of +/- 6 seconds.
 EL0561
 EL0561.The orthometric height was determined by differential leveling and
 EL0561.adjusted by the NATIONAL GEODETIC SURVEY
 EL0561.in June 1991.
 EL0561
 EL0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0561.GEOID18 height accuracy estimate available here.
 EL0561
 EL0561.Click photographs - Photos may exist for this station.
 EL0561
 EL0561.The dynamic height is computed by dividing the NAVD 88
 EL0561.geopotential number by the normal gravity value computed on the
 EL0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0561.degrees latitude (g = 980.6199 gals.).
 EL0561
 EL0561.The modeled gravity was interpolated from observed gravity values.
 EL0561
 EL0561;                    North         East    Units  Estimated Accuracy
 EL0561;SPC OK S     -   169,570.      628,850.      MT  (+/- 180 meters Scaled)
 EL0561
 EL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD202584(NAD 83)
 EL0561
 EL0561                          SUPERSEDED SURVEY CONTROL
 EL0561
 EL0561  NGVD 29 (??/??/92)  305.260  (m)         1001.51   (f) ADJ UNCH    2 0
 EL0561
 EL0561.Superseded values are not recommended for survey control.
 EL0561
 EL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0561.See file dsdata.pdf to determine how the superseded data were derived.
 EL0561
 EL0561_MARKER: DB = BENCH MARK DISK
 EL0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0561_STAMPING: G 42 1934
 EL0561_MARK LOGO: CGS
 EL0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0561+STABILITY: SURFACE MOTION
 EL0561
 EL0561  HISTORY     - Date     Condition        Report By
 EL0561  HISTORY     - 1934     MONUMENTED       CGS
 EL0561  HISTORY     - 1964     POOR             USGS
 EL0561
 EL0561                          STATION DESCRIPTION
 EL0561
 EL0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0561'1.9 MI SE FROM BRADLEY.
 EL0561'1.9 MILES SOUTHEAST OF C-R-I AND P. RR. STATION, AT BRADLEY.
 EL0561'0.2 MILE NORTHWEST OF THE CHICAGO-ROCK ISLAND AND PACIFIC
 EL0561'RAILROAD BRIDGE, OVER THE WASHITA RIVER, NUMBERED 457.5 0.15
 EL0561'MILE SOUTH OF MILE POST 57.  99 FEET SOUTHWEST OF THE NEAREST
 EL0561'RAIL OF THE CHICAGO-ROCK ISLAND AND PACIFIC RAILROAD TRACK.
 EL0561'40 FEET NORTHEAST OF THE CENTER LINE OF THE OKLAHOMA STATE
 EL0561'HIGHWAY 19.  27 FEET NORTH OF A GATE IN THE RAILROAD PROPERTY
 EL0561'FENCE.  9 FEET NORTHEAST OF THE PROPERTY FENCE LINE.
 EL0561
 EL0561                          STATION RECOVERY (1964)
 EL0561
 EL0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EL0561'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0480 ***********************************************************************
 EL0480  DESIGNATION -  G 43
 EL0480  PID         -  EL0480
 EL0480  STATE/COUNTY-  OK/JEFFERSON
 EL0480  COUNTRY     -  US
 EL0480  USGS QUAD   -  COMANCHE (2018)
 EL0480
 EL0480                         *CURRENT SURVEY CONTROL
 EL0480  ______________________________________________________________________
 EL0480* NAD 83(1986) POSITION- 34 16 50.     (N) 097 57 37.     (W)   SCALED
 EL0480* NAVD 88 ORTHO HEIGHT -   283.464 (meters)      930.00  (feet) ADJUSTED
 EL0480  ______________________________________________________________________
 EL0480  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 EL0480  DYNAMIC HEIGHT  -        283.179 (meters)      929.06  (feet) COMP
 EL0480  MODELED GRAVITY -    979,623.1   (mgal)                       NAVD 88
 EL0480
 EL0480  VERT ORDER      -  FIRST     CLASS II
 EL0480
 EL0480.The horizontal coordinates were scaled from a map and have
 EL0480.an estimated accuracy of +/- 6 seconds.
 EL0480
 EL0480.The orthometric height was determined by differential leveling and
 EL0480.adjusted by the NATIONAL GEODETIC SURVEY
 EL0480.in June 1991.
 EL0480
 EL0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0480.GEOID18 height accuracy estimate available here.
 EL0480
 EL0480.Click photographs - Photos may exist for this station.
 EL0480
 EL0480.The dynamic height is computed by dividing the NAVD 88
 EL0480.geopotential number by the normal gravity value computed on the
 EL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0480.degrees latitude (g = 980.6199 gals.).
 EL0480
 EL0480.The modeled gravity was interpolated from observed gravity values.
 EL0480
 EL0480;                    North         East    Units  Estimated Accuracy
 EL0480;SPC OK S     -   105,070.      603,660.      MT  (+/- 180 meters Scaled)
 EL0480
 EL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC957937(NAD 83)
 EL0480
 EL0480                          SUPERSEDED SURVEY CONTROL
 EL0480
 EL0480  NGVD 29 (??/??/92)  283.366  (m)          929.68   (f) ADJ UNCH    1 2
 EL0480
 EL0480.Superseded values are not recommended for survey control.
 EL0480
 EL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0480.See file dsdata.pdf to determine how the superseded data were derived.
 EL0480
 EL0480_MARKER: DB = BENCH MARK DISK
 EL0480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0480_SP_SET: BRIDGE ABUTMENT
 EL0480_STAMPING: G 43 1934
 EL0480_MARK LOGO: CGS
 EL0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0480
 EL0480  HISTORY     - Date     Condition        Report By
 EL0480  HISTORY     - 1934     MONUMENTED       CGS
 EL0480  HISTORY     - 1963     GOOD
 EL0480  HISTORY     - 1986     GOOD             NGS
 EL0480
 EL0480                          STATION DESCRIPTION
 EL0480
 EL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0480'2.3 MI N FROM ADDINGTON.
 EL0480'2.3 MILES NORTH OF CRIPRR STATION AT ADDINGTON, SET ON WEST SIDE
 EL0480'OF NORTH ABUTMENT OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 EL0480'BRIDGE 491.4, OVER COW CREEK.  0.3 MILE NORTH OF U.S. HIGHWAY
 EL0480'81 CROSSING RAILROAD.
 EL0480
 EL0480                          STATION RECOVERY (1963)
 EL0480
 EL0480'RECOVERED 1963
 EL0480'RECOVERED IN GOOD CONDITION.
 EL0480
 EL0480                          STATION RECOVERY (1986)
 EL0480
 EL0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0480'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.9 KM (8.65
 EL0480'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 EL0480'HIGHWAY 70 IN WAURIKA, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG THE
 EL0480'OKLAHOMA KANSAS TEXAS RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0499 ***********************************************************************
 EL0499  DESIGNATION -  G 44
 EL0499  PID         -  EL0499
 EL0499  STATE/COUNTY-  OK/JEFFERSON
 EL0499  COUNTRY     -  US
 EL0499  USGS QUAD   -  RYAN NE (2018)
 EL0499
 EL0499                         *CURRENT SURVEY CONTROL
 EL0499  ______________________________________________________________________
 EL0499* NAD 83(1986) POSITION- 34 09 28.     (N) 097 46 17.     (W)   SCALED
 EL0499* NAVD 88 ORTHO HEIGHT -   274.014 (meters)      898.99  (feet) ADJUSTED
 EL0499  ______________________________________________________________________
 EL0499  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 EL0499  DYNAMIC HEIGHT  -        273.736 (meters)      898.08  (feet) COMP
 EL0499  MODELED GRAVITY -    979,614.8   (mgal)                       NAVD 88
 EL0499
 EL0499  VERT ORDER      -  FIRST     CLASS II
 EL0499
 EL0499.The horizontal coordinates were scaled from a map and have
 EL0499.an estimated accuracy of +/- 6 seconds.
 EL0499
 EL0499.The orthometric height was determined by differential leveling and
 EL0499.adjusted by the NATIONAL GEODETIC SURVEY
 EL0499.in June 1991.
 EL0499
 EL0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0499.GEOID18 height accuracy estimate available here.
 EL0499
 EL0499.Click photographs - Photos may exist for this station.
 EL0499
 EL0499.The dynamic height is computed by dividing the NAVD 88
 EL0499.geopotential number by the normal gravity value computed on the
 EL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0499.degrees latitude (g = 980.6199 gals.).
 EL0499
 EL0499.The modeled gravity was interpolated from observed gravity values.
 EL0499
 EL0499;                    North         East    Units  Estimated Accuracy
 EL0499;SPC OK S     -    91,470.      621,080.      MT  (+/- 180 meters Scaled)
 EL0499
 EL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC132803(NAD 83)
 EL0499
 EL0499                          SUPERSEDED SURVEY CONTROL
 EL0499
 EL0499  NGVD 29 (??/??/92)  273.937  (m)          898.74   (f) ADJ UNCH    1 2
 EL0499
 EL0499.Superseded values are not recommended for survey control.
 EL0499
 EL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0499.See file dsdata.pdf to determine how the superseded data were derived.
 EL0499
 EL0499_MARKER: DB = BENCH MARK DISK
 EL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0499_STAMPING: G 44 1934
 EL0499_MARK LOGO: CGS
 EL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0499+STABILITY: SURFACE MOTION
 EL0499
 EL0499  HISTORY     - Date     Condition        Report By
 EL0499  HISTORY     - 1934     MONUMENTED       CGS
 EL0499  HISTORY     - 1963     GOOD
 EL0499  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EL0499
 EL0499                          STATION DESCRIPTION
 EL0499
 EL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0499'11.1 MI W FROM RINGLING.
 EL0499'11.1 MILES WEST OF ATSFRR STATION AT RINGLING, IT IS SET OPPOSITE
 EL0499'THE EAST RIGHT-OF-WAY FENCE LINE OF SECTION LINE ROAD, ON THE
 EL0499'NORTH SIDE OF U.S. HIGHWAY 70.  48 FEET SOUTH OF THE CENTER LINE
 EL0499'OF THE HIGHWAY.  12 FEET SOUTHEAST OF THE FEDERAL AID PROJECT
 EL0499'218, SECTION B AND C.
 EL0499
 EL0499                          STATION RECOVERY (1963)
 EL0499
 EL0499'RECOVERED 1963
 EL0499'RECOVERED IN GOOD CONDITION.
 EL0499
 EL0499                          STATION RECOVERY (1987)
 EL0499
 EL0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (WEK)
 EL0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0264 ***********************************************************************
 EL0264  DESIGNATION -  G 45
 EL0264  PID         -  EL0264
 EL0264  STATE/COUNTY-  OK/PONTOTOC
 EL0264  COUNTRY     -  US
 EL0264  USGS QUAD   -  VANOSS (2018)
 EL0264
 EL0264                         *CURRENT SURVEY CONTROL
 EL0264  ______________________________________________________________________
 EL0264* NAD 83(1986) POSITION- 34 45 11.     (N) 096 46 26.     (W)   SCALED
 EL0264* NAVD 88 ORTHO HEIGHT -   283.135 (meters)      928.92  (feet) ADJUSTED
 EL0264  ______________________________________________________________________
 EL0264  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 EL0264  DYNAMIC HEIGHT  -        282.858 (meters)      928.01  (feet) COMP
 EL0264  MODELED GRAVITY -    979,651.1   (mgal)                       NAVD 88
 EL0264
 EL0264  VERT ORDER      -  SECOND    CLASS 0
 EL0264
 EL0264.The horizontal coordinates were scaled from a map and have
 EL0264.an estimated accuracy of +/- 6 seconds.
 EL0264
 EL0264.The orthometric height was determined by differential leveling and
 EL0264.adjusted by the NATIONAL GEODETIC SURVEY
 EL0264.in June 1991.
 EL0264
 EL0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0264.GEOID18 height accuracy estimate available here.
 EL0264
 EL0264.Click photographs - Photos may exist for this station.
 EL0264
 EL0264.The dynamic height is computed by dividing the NAVD 88
 EL0264.geopotential number by the normal gravity value computed on the
 EL0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0264.degrees latitude (g = 980.6199 gals.).
 EL0264
 EL0264.The modeled gravity was interpolated from observed gravity values.
 EL0264
 EL0264;                    North         East    Units  Estimated Accuracy
 EL0264;SPC OK S     -   158,160.      712,260.      MT  (+/- 180 meters Scaled)
 EL0264
 EL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD037479(NAD 83)
 EL0264
 EL0264                          SUPERSEDED SURVEY CONTROL
 EL0264
 EL0264  NGVD 29 (??/??/92)  283.045  (m)          928.62   (f) ADJ UNCH    2 0
 EL0264
 EL0264.Superseded values are not recommended for survey control.
 EL0264
 EL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0264.See file dsdata.pdf to determine how the superseded data were derived.
 EL0264
 EL0264_MARKER: DB = BENCH MARK DISK
 EL0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0264_STAMPING: G 45 1934
 EL0264_MARK LOGO: CGS
 EL0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0264+STABILITY: SURFACE MOTION
 EL0264
 EL0264  HISTORY     - Date     Condition        Report By
 EL0264  HISTORY     - 1934     MONUMENTED       CGS
 EL0264  HISTORY     - 1967     POOR             USGS
 EL0264
 EL0264                          STATION DESCRIPTION
 EL0264
 EL0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0264'4.9 MILES WEST OF A.T. AND S.F. RR. STATION AT ADA JUNCTION
 EL0264'240 FEET WEST OF ATCHISON TOPEKA AND SANTA FE RAILWAY, PICKETT
 EL0264'SIDING SIGN.  60 FEET WEST OF RAILWAY CULVERT 45 A.  36 FEET
 EL0264'NORTH OF NEAREST RAIL OF TRACK.  3 FEET EAST OF RAILWAY PROPERTY
 EL0264'FENCE.
 EL0264
 EL0264                          STATION RECOVERY (1967)
 EL0264
 EL0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0264'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0430 ***********************************************************************
 GH0430  DESIGNATION -  G 46
 GH0430  PID         -  GH0430
 GH0430  STATE/COUNTY-  OK/GARFIELD
 GH0430  COUNTRY     -  US
 GH0430  USGS QUAD   -  ENID EAST (2018)
 GH0430
 GH0430                         *CURRENT SURVEY CONTROL
 GH0430  ______________________________________________________________________
 GH0430* NAD 83(1986) POSITION- 36 27 46.     (N) 097 50 13.     (W)   SCALED
 GH0430* NAVD 88 ORTHO HEIGHT -   385.409 (meters)     1264.46  (feet) ADJUSTED
 GH0430  ______________________________________________________________________
 GH0430  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 GH0430  DYNAMIC HEIGHT  -        385.074 (meters)     1263.36  (feet) COMP
 GH0430  MODELED GRAVITY -    979,749.4   (mgal)                       NAVD 88
 GH0430
 GH0430  VERT ORDER      -  FIRST     CLASS II
 GH0430
 GH0430.The horizontal coordinates were scaled from a map and have
 GH0430.an estimated accuracy of +/- 6 seconds.
 GH0430
 GH0430.The orthometric height was determined by differential leveling and
 GH0430.adjusted by the NATIONAL GEODETIC SURVEY
 GH0430.in June 1991.
 GH0430
 GH0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0430.GEOID18 height accuracy estimate available here.
 GH0430
 GH0430.Click photographs - Photos may exist for this station.
 GH0430
 GH0430.The dynamic height is computed by dividing the NAVD 88
 GH0430.geopotential number by the normal gravity value computed on the
 GH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0430.degrees latitude (g = 980.6199 gals.).
 GH0430
 GH0430.The modeled gravity was interpolated from observed gravity values.
 GH0430
 GH0430;                    North         East    Units  Estimated Accuracy
 GH0430;SPC OK N     -   162,310.      614,620.      MT  (+/- 180 meters Scaled)
 GH0430
 GH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF042359(NAD 83)
 GH0430
 GH0430                          SUPERSEDED SURVEY CONTROL
 GH0430
 GH0430  NGVD 29 (??/??/92)  385.267  (m)         1264.00   (f) ADJ UNCH    1 2
 GH0430
 GH0430.Superseded values are not recommended for survey control.
 GH0430
 GH0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0430.See file dsdata.pdf to determine how the superseded data were derived.
 GH0430
 GH0430_MARKER: DB = BENCH MARK DISK
 GH0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0430_STAMPING: G 46 1934
 GH0430_MARK LOGO: CGS
 GH0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0430+STABILITY: SURFACE MOTION
 GH0430
 GH0430  HISTORY     - Date     Condition        Report By
 GH0430  HISTORY     - 1934     MONUMENTED       CGS
 GH0430  HISTORY     - 1953     GOOD             CGS
 GH0430  HISTORY     - 1985     GOOD             NGS
 GH0430
 GH0430                          STATION DESCRIPTION
 GH0430
 GH0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0430'6.3 MI NE FROM ENID.
 GH0430'5.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0430'RAILROAD FROM THE STATION AT ENID, THENCE 1.0 MILE EAST ALONG
 GH0430'A GRADED DIRT ROAD, 300 FEET SOUTHWEST OF A FARMHOUSE, 32 FEET
 GH0430'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 29 FEET WEST
 GH0430'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET EAST OF
 GH0430'POWER POLE 7-15, 3 FEET SOUTHWEST OF A FENCE CORNER, 3 FEET
 GH0430'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0430'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GH0430
 GH0430                          STATION RECOVERY (1985)
 GH0430
 GH0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0308 ***********************************************************************
 GH0308  DESIGNATION -  G 47
 GH0308  PID         -  GH0308
 GH0308  STATE/COUNTY-  OK/NOBLE
 GH0308  COUNTRY     -  US
 GH0308  USGS QUAD   -  BLACK BEAR (2018)
 GH0308
 GH0308                         *CURRENT SURVEY CONTROL
 GH0308  ______________________________________________________________________
 GH0308* NAD 83(1986) POSITION- 36 20 19.     (N) 097 09 59.     (W)   SCALED
 GH0308* NAVD 88 ORTHO HEIGHT -   289.678 (meters)      950.39  (feet) ADJUSTED
 GH0308  ______________________________________________________________________
 GH0308  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 GH0308  DYNAMIC HEIGHT  -        289.422 (meters)      949.55  (feet) COMP
 GH0308  MODELED GRAVITY -    979,741.9   (mgal)                       NAVD 88
 GH0308
 GH0308  VERT ORDER      -  SECOND    CLASS 0
 GH0308
 GH0308.The horizontal coordinates were scaled from a map and have
 GH0308.an estimated accuracy of +/- 6 seconds.
 GH0308
 GH0308.The orthometric height was determined by differential leveling and
 GH0308.adjusted by the NATIONAL GEODETIC SURVEY
 GH0308.in June 1991.
 GH0308
 GH0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0308.GEOID18 height accuracy estimate available here.
 GH0308
 GH0308.Click photographs - Photos may exist for this station.
 GH0308
 GH0308.The dynamic height is computed by dividing the NAVD 88
 GH0308.geopotential number by the normal gravity value computed on the
 GH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0308.degrees latitude (g = 980.6199 gals.).
 GH0308
 GH0308.The modeled gravity was interpolated from observed gravity values.
 GH0308
 GH0308;                    North         East    Units  Estimated Accuracy
 GH0308;SPC OK N     -   148,850.      674,830.      MT  (+/- 180 meters Scaled)
 GH0308
 GH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF645230(NAD 83)
 GH0308
 GH0308                          SUPERSEDED SURVEY CONTROL
 GH0308
 GH0308  NGVD 29 (??/??/92)  289.556  (m)          949.99   (f) ADJ UNCH    2 0
 GH0308
 GH0308.Superseded values are not recommended for survey control.
 GH0308
 GH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0308.See file dsdata.pdf to determine how the superseded data were derived.
 GH0308
 GH0308_MARKER: DB = BENCH MARK DISK
 GH0308_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0308_STAMPING: G 47 1934
 GH0308_MARK LOGO: CGS
 GH0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0308
 GH0308  HISTORY     - Date     Condition        Report By
 GH0308  HISTORY     - 1934     MONUMENTED       CGS
 GH0308  HISTORY     - 1943     GOOD
 GH0308
 GH0308                          STATION DESCRIPTION
 GH0308
 GH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0308'9.3 MI E FROM PERRY.
 GH0308'9.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0308'THE CITY PARK AT PERRY, NOBLE COUNTY, 180 FEET SOUTHWEST OF MILEPOST
 GH0308'500, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET
 GH0308'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANARD DISK, STAMPED G 47
 GH0308'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0308
 GH0308                          STATION RECOVERY (1943)
 GH0308
 GH0308'RECOVERED 1943
 GH0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0063 ***********************************************************************
 GH0063  DESIGNATION -  G 48
 GH0063  PID         -  GH0063
 GH0063  STATE/COUNTY-  OK/PAWNEE
 GH0063  COUNTRY     -  US
 GH0063  USGS QUAD   -  TERLTON (2018)
 GH0063
 GH0063                         *CURRENT SURVEY CONTROL
 GH0063  ______________________________________________________________________
 GH0063* NAD 83(1986) POSITION- 36 10 03.     (N) 096 25 42.     (W)   SCALED
 GH0063* NAVD 88 ORTHO HEIGHT -   223.108 (meters)      731.98  (feet) ADJUSTED
 GH0063  ______________________________________________________________________
 GH0063  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 GH0063  DYNAMIC HEIGHT  -        222.912 (meters)      731.34  (feet) COMP
 GH0063  MODELED GRAVITY -    979,752.0   (mgal)                       NAVD 88
 GH0063
 GH0063  VERT ORDER      -  SECOND    CLASS 0
 GH0063
 GH0063.The horizontal coordinates were scaled from a map and have
 GH0063.an estimated accuracy of +/- 6 seconds.
 GH0063
 GH0063.The orthometric height was determined by differential leveling and
 GH0063.adjusted by the NATIONAL GEODETIC SURVEY
 GH0063.in June 1991.
 GH0063
 GH0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0063.GEOID18 height accuracy estimate available here.
 GH0063
 GH0063.Click photographs - Photos may exist for this station.
 GH0063
 GH0063.The dynamic height is computed by dividing the NAVD 88
 GH0063.geopotential number by the normal gravity value computed on the
 GH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0063.degrees latitude (g = 980.6199 gals.).
 GH0063
 GH0063.The modeled gravity was interpolated from observed gravity values.
 GH0063
 GH0063;                    North         East    Units  Estimated Accuracy
 GH0063;SPC OK N     -   130,680.      741,390.      MT  (+/- 180 meters Scaled)
 GH0063
 GH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF313055(NAD 83)
 GH0063
 GH0063                          SUPERSEDED SURVEY CONTROL
 GH0063
 GH0063  NGVD 29 (??/??/92)  223.000  (m)          731.63   (f) ADJ UNCH    2 0
 GH0063
 GH0063.Superseded values are not recommended for survey control.
 GH0063
 GH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0063.See file dsdata.pdf to determine how the superseded data were derived.
 GH0063
 GH0063_MARKER: DB = BENCH MARK DISK
 GH0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0063_STAMPING: G 48 1934
 GH0063_MARK LOGO: CGS
 GH0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0063+STABILITY: SURFACE MOTION
 GH0063
 GH0063  HISTORY     - Date     Condition        Report By
 GH0063  HISTORY     - 1934     MONUMENTED       CGS
 GH0063  HISTORY     - 1970     MARK NOT FOUND   USGS
 GH0063
 GH0063                          STATION DESCRIPTION
 GH0063
 GH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0063'2.6 MI W FROM MANNFORD.
 GH0063'2.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0063'THE STATION AT MANNFORD, CREEK COUNTY, 15 FEET EAST OF THE NINTH
 GH0063'POLE WEST OF MILEPOST 451, AT A ROAD CROSSING, 30 FEET WEST OF
 GH0063'THE NORTH-AND-SOUTH PRIVATE ROAD, 36 FEET NORTH OF THE CENTERLINE
 GH0063'OF THE TRACK, AND 14 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 GH0063'STANDARD DISK, STAMPED G 48 1934 AND SET IN THE TOP OF A CONCRETE
 GH0063'POST.  NOTE-- OLD RR GRADE UNDER PROBABLY COVERED WITH SILT DUE
 GH0063'TO HIGH WATER AT KEYSTONE RESERVOIR.
 GH0063
 GH0063                          STATION RECOVERY (1970)
 GH0063
 GH0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GH0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0217 ***********************************************************************
 FJ0217  DESIGNATION -  G 49
 FJ0217  PID         -  FJ0217
 FJ0217  STATE/COUNTY-  OK/LINCOLN
 FJ0217  COUNTRY     -  US
 FJ0217  USGS QUAD   -  KENDRICK (2018)
 FJ0217
 FJ0217                         *CURRENT SURVEY CONTROL
 FJ0217  ______________________________________________________________________
 FJ0217* NAD 83(1986) POSITION- 35 47 07.     (N) 096 46 18.     (W)   SCALED
 FJ0217* NAVD 88 ORTHO HEIGHT -   253.743 (meters)      832.49  (feet) ADJUSTED
 FJ0217  ______________________________________________________________________
 FJ0217  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 FJ0217  DYNAMIC HEIGHT  -        253.508 (meters)      831.72  (feet) COMP
 FJ0217  MODELED GRAVITY -    979,701.9   (mgal)                       NAVD 88
 FJ0217
 FJ0217  VERT ORDER      -  SECOND    CLASS 0
 FJ0217
 FJ0217.The horizontal coordinates were scaled from a map and have
 FJ0217.an estimated accuracy of +/- 6 seconds.
 FJ0217
 FJ0217.The orthometric height was determined by differential leveling and
 FJ0217.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0217.in June 1991.
 FJ0217
 FJ0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0217.GEOID18 height accuracy estimate available here.
 FJ0217
 FJ0217.Click photographs - Photos may exist for this station.
 FJ0217
 FJ0217.The dynamic height is computed by dividing the NAVD 88
 FJ0217.geopotential number by the normal gravity value computed on the
 FJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0217.degrees latitude (g = 980.6199 gals.).
 FJ0217
 FJ0217.The modeled gravity was interpolated from observed gravity values.
 FJ0217
 FJ0217;                    North         East    Units  Estimated Accuracy
 FJ0217;SPC OK N     -    87,830.      711,040.      MT  (+/- 180 meters Scaled)
 FJ0217
 FJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE013624(NAD 83)
 FJ0217
 FJ0217                          SUPERSEDED SURVEY CONTROL
 FJ0217
 FJ0217  NGVD 29 (??/??/92)  253.641  (m)          832.15   (f) ADJ UNCH    2 0
 FJ0217
 FJ0217.Superseded values are not recommended for survey control.
 FJ0217
 FJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0217.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0217
 FJ0217_MARKER: DB = BENCH MARK DISK
 FJ0217_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0217_STAMPING: G 49 1934
 FJ0217_MARK LOGO: CGS
 FJ0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0217
 FJ0217  HISTORY     - Date     Condition        Report By
 FJ0217  HISTORY     - 1934     MONUMENTED       CGS
 FJ0217
 FJ0217                          STATION DESCRIPTION
 FJ0217
 FJ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0217'AT KENDRICK.
 FJ0217'218 FEET SOUTH OF THE SOUTH END OF ATCHISON TOPEKA AND SANTA
 FJ0217'FE RAILWAY DEPOT.  3 FEET EAST OF THE FIFTH TELEGRAPH POLE
 FJ0217'NORTH OF MILEPOST 97.  55 FEET WEST OF THE CENTERLINE OF MAIN
 FJ0217'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0155 ***********************************************************************
 GH0155  DESIGNATION -  G 50
 GH0155  PID         -  GH0155
 GH0155  STATE/COUNTY-  OK/PAWNEE
 GH0155  COUNTRY     -  US
 GH0155  USGS QUAD   -  SKEDEE (2018)
 GH0155
 GH0155                         *CURRENT SURVEY CONTROL
 GH0155  ______________________________________________________________________
 GH0155* NAD 83(1986) POSITION- 36 22 46.     (N) 096 42 10.     (W)   SCALED
 GH0155* NAVD 88 ORTHO HEIGHT -   256.632 (meters)      841.97  (feet) ADJUSTED
 GH0155  ______________________________________________________________________
 GH0155  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 GH0155  DYNAMIC HEIGHT  -        256.412 (meters)      841.25  (feet) COMP
 GH0155  MODELED GRAVITY -    979,765.8   (mgal)                       NAVD 88
 GH0155
 GH0155  VERT ORDER      -  SECOND    CLASS 0
 GH0155
 GH0155.The horizontal coordinates were scaled from a map and have
 GH0155.an estimated accuracy of +/- 6 seconds.
 GH0155
 GH0155.The orthometric height was determined by differential leveling and
 GH0155.adjusted by the NATIONAL GEODETIC SURVEY
 GH0155.in June 1991.
 GH0155
 GH0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0155.GEOID18 height accuracy estimate available here.
 GH0155
 GH0155.Click photographs - Photos may exist for this station.
 GH0155
 GH0155.The dynamic height is computed by dividing the NAVD 88
 GH0155.geopotential number by the normal gravity value computed on the
 GH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0155.degrees latitude (g = 980.6199 gals.).
 GH0155
 GH0155.The modeled gravity was interpolated from observed gravity values.
 GH0155
 GH0155;                    North         East    Units  Estimated Accuracy
 GH0155;SPC OK N     -   153,830.      716,390.      MT  (+/- 180 meters Scaled)
 GH0155
 GH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF060284(NAD 83)
 GH0155
 GH0155                          SUPERSEDED SURVEY CONTROL
 GH0155
 GH0155  NGVD 29 (??/??/92)  256.528  (m)          841.63   (f) ADJ UNCH    2 0
 GH0155
 GH0155.Superseded values are not recommended for survey control.
 GH0155
 GH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0155.See file dsdata.pdf to determine how the superseded data were derived.
 GH0155
 GH0155_MARKER: DB = BENCH MARK DISK
 GH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0155_STAMPING: G 50 1934
 GH0155_MARK LOGO: CGS
 GH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0155+STABILITY: SURFACE MOTION
 GH0155
 GH0155  HISTORY     - Date     Condition        Report By
 GH0155  HISTORY     - 1934     MONUMENTED       CGS
 GH0155  HISTORY     - 1942     GOOD
 GH0155  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0155
 GH0155                          STATION DESCRIPTION
 GH0155
 GH0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0155'AT SKEDEE.
 GH0155'351 FEET NORTH OF ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT
 GH0155'AT SKEDEE.  60 FEET SOUTH OF THE CENTERLINE OF MAIN STREET.
 GH0155'42 FEET EAST OF THE CENTERLINE OF MAIN TRACK.  9 FEET SOUTH OF
 GH0155'THE SIDEWALK.
 GH0155
 GH0155                          STATION RECOVERY (1942)
 GH0155
 GH0155'RECOVERED 1942
 GH0155'RECOVERED IN GOOD CONDITION.
 GH0155
 GH0155                          STATION RECOVERY (1976)
 GH0155
 GH0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0257 ***********************************************************************
 GH0257  DESIGNATION -  G 51
 GH0257  PID         -  GH0257
 GH0257  STATE/COUNTY-  OK/KAY
 GH0257  COUNTRY     -  US
 GH0257  USGS QUAD   -  NEWKIRK (2018)
 GH0257
 GH0257                         *CURRENT SURVEY CONTROL
 GH0257  ______________________________________________________________________
 GH0257* NAD 83(1986) POSITION- 36 57 59.     (N) 097 02 40.     (W)   SCALED
 GH0257* NAVD 88 ORTHO HEIGHT -   342.043 (meters)     1122.19  (feet) ADJUSTED
 GH0257  ______________________________________________________________________
 GH0257  GEOID HEIGHT    -        -29.049 (meters)                     GEOID18
 GH0257  DYNAMIC HEIGHT  -        341.753 (meters)     1121.23  (feet) COMP
 GH0257  MODELED GRAVITY -    979,773.1   (mgal)                       NAVD 88
 GH0257
 GH0257  VERT ORDER      -  SECOND    CLASS 0
 GH0257
 GH0257.The horizontal coordinates were scaled from a map and have
 GH0257.an estimated accuracy of +/- 6 seconds.
 GH0257
 GH0257.The orthometric height was determined by differential leveling and
 GH0257.adjusted by the NATIONAL GEODETIC SURVEY
 GH0257.in June 1991.
 GH0257
 GH0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0257.GEOID18 height accuracy estimate available here.
 GH0257
 GH0257.Click photographs - Photos may exist for this station.
 GH0257
 GH0257.The dynamic height is computed by dividing the NAVD 88
 GH0257.geopotential number by the normal gravity value computed on the
 GH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0257.degrees latitude (g = 980.6199 gals.).
 GH0257
 GH0257.The modeled gravity was interpolated from observed gravity values.
 GH0257
 GH0257;                    North         East    Units  Estimated Accuracy
 GH0257;SPC OK N     -   218,610.      685,100.      MT  (+/- 180 meters Scaled)
 GH0257
 GH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF740929(NAD 83)
 GH0257
 GH0257                          SUPERSEDED SURVEY CONTROL
 GH0257
 GH0257  NGVD 29 (??/??/92)  341.888  (m)         1121.68   (f) ADJ UNCH    2 0
 GH0257
 GH0257.Superseded values are not recommended for survey control.
 GH0257
 GH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0257.See file dsdata.pdf to determine how the superseded data were derived.
 GH0257
 GH0257_MARKER: DB = BENCH MARK DISK
 GH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0257_STAMPING: G 51 1934 1121.678
 GH0257_MARK LOGO: CGS
 GH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0257+STABILITY: SURFACE MOTION
 GH0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0257+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 GH0257
 GH0257  HISTORY     - Date     Condition        Report By
 GH0257  HISTORY     - 1934     MONUMENTED       CGS
 GH0257  HISTORY     - 1953     GOOD             CGS
 GH0257  HISTORY     - 20070820 GOOD             AIRDAT
 GH0257
 GH0257                          STATION DESCRIPTION
 GH0257
 GH0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0257'5.8 MI N FROM NEWKIRK.
 GH0257'5.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0257'FROM THE STATION AT NEWKIRK, 98 FEET SOUTHEAST OF MILEPOST 270,
 GH0257'88 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 29 FEET NORTH
 GH0257'OF THE CENTER OF A STEEL GATE, 3 FEET WEST OF A FENCE, 1.5 FEET
 GH0257'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0257'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 GH0257
 GH0257                          STATION RECOVERY (2007)
 GH0257
 GH0257'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 GH0257'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0335 ***********************************************************************
 FK0335  DESIGNATION -  G 54
 FK0335  PID         -  FK0335
 FK0335  STATE/COUNTY-  OK/BECKHAM
 FK0335  COUNTRY     -  US
 FK0335  USGS QUAD   -  ELK CITY (2018)
 FK0335
 FK0335                         *CURRENT SURVEY CONTROL
 FK0335  ______________________________________________________________________
 FK0335* NAD 83(1986) POSITION- 35 25 18.     (N) 099 22 59.     (W)   SCALED
 FK0335* NAVD 88 ORTHO HEIGHT -   593.965 (meters)     1948.70  (feet) ADJUSTED
 FK0335  ______________________________________________________________________
 FK0335  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 FK0335  DYNAMIC HEIGHT  -        593.347 (meters)     1946.67  (feet) COMP
 FK0335  MODELED GRAVITY -    979,573.4   (mgal)                       NAVD 88
 FK0335
 FK0335  VERT ORDER      -  FIRST     CLASS II
 FK0335
 FK0335.The horizontal coordinates were scaled from a map and have
 FK0335.an estimated accuracy of +/- 6 seconds.
 FK0335
 FK0335.The orthometric height was determined by differential leveling and
 FK0335.adjusted by the NATIONAL GEODETIC SURVEY
 FK0335.in June 1991.
 FK0335
 FK0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0335.GEOID18 height accuracy estimate available here.
 FK0335
 FK0335.Click photographs - Photos may exist for this station.
 FK0335
 FK0335.The dynamic height is computed by dividing the NAVD 88
 FK0335.geopotential number by the normal gravity value computed on the
 FK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0335.degrees latitude (g = 980.6199 gals.).
 FK0335
 FK0335.The modeled gravity was interpolated from observed gravity values.
 FK0335
 FK0335;                    North         East    Units  Estimated Accuracy
 FK0335;SPC OK S     -   232,520.      474,390.      MT  (+/- 180 meters Scaled)
 FK0335
 FK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME652198(NAD 83)
 FK0335
 FK0335                          SUPERSEDED SURVEY CONTROL
 FK0335
 FK0335  NGVD 29 (??/??/92)  593.702  (m)         1947.84   (f) ADJ UNCH    1 2
 FK0335
 FK0335.Superseded values are not recommended for survey control.
 FK0335
 FK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0335.See file dsdata.pdf to determine how the superseded data were derived.
 FK0335
 FK0335_MARKER: DB = BENCH MARK DISK
 FK0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0335_SP_SET: OVERPASS
 FK0335_STAMPING: G 54 1955
 FK0335_MARK LOGO: CGS
 FK0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0335
 FK0335  HISTORY     - Date     Condition        Report By
 FK0335  HISTORY     - 1955     MONUMENTED       CGS
 FK0335  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0335  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 FK0335
 FK0335                          STATION DESCRIPTION
 FK0335
 FK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0335'1.7 MI NE FROM ELK CITY.
 FK0335'1.7 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 FK0335'FROM THE STATION AT ELK CITY, AT THE UNDERPASS OF U.S. HIGHWAY
 FK0335'66, 10.5 FEET EAST OF THE EAST RAIL, 2 FEET BELOW THE TOP OF THE
 FK0335'RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 FK0335'WINGWALL OF THE UNDERPASS.
 FK0335
 FK0335                          STATION RECOVERY (1986)
 FK0335
 FK0335'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0335'MARK NOT FOUND.
 FK0335
 FK0335                          STATION RECOVERY (2005)
 FK0335
 FK0335'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0335'THERE IS NO RAILROAD OVERPASS OVER HIGHWAY 66 IN THE VICINITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0008 ***********************************************************************
 EL0008  DESIGNATION -  G 56
 EL0008  PID         -  EL0008
 EL0008  STATE/COUNTY-  OK/COAL
 EL0008  COUNTRY     -  US
 EL0008  USGS QUAD   -  CENTRAHOMA (2018)
 EL0008
 EL0008                         *CURRENT SURVEY CONTROL
 EL0008  ______________________________________________________________________
 EL0008* NAD 83(1986) POSITION- 34 30 22.     (N) 096 18 51.     (W)   SCALED
 EL0008* NAVD 88 ORTHO HEIGHT -   202.942 (meters)      665.82  (feet) ADJUSTED
 EL0008  ______________________________________________________________________
 EL0008  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 EL0008  DYNAMIC HEIGHT  -        202.741 (meters)      665.16  (feet) COMP
 EL0008  MODELED GRAVITY -    979,636.1   (mgal)                       NAVD 88
 EL0008
 EL0008  VERT ORDER      -  SECOND    CLASS 0
 EL0008
 EL0008.The horizontal coordinates were scaled from a map and have
 EL0008.an estimated accuracy of +/- 6 seconds.
 EL0008
 EL0008.The orthometric height was determined by differential leveling and
 EL0008.adjusted by the NATIONAL GEODETIC SURVEY
 EL0008.in June 1991.
 EL0008
 EL0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0008.GEOID18 height accuracy estimate available here.
 EL0008
 EL0008.Click photographs - Photos may exist for this station.
 EL0008
 EL0008.The dynamic height is computed by dividing the NAVD 88
 EL0008.geopotential number by the normal gravity value computed on the
 EL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0008.degrees latitude (g = 980.6199 gals.).
 EL0008
 EL0008.The modeled gravity was interpolated from observed gravity values.
 EL0008
 EL0008;                    North         East    Units  Estimated Accuracy
 EL0008;SPC OK S     -   131,380.      754,800.      MT  (+/- 180 meters Scaled)
 EL0008
 EL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD465215(NAD 83)
 EL0008
 EL0008                          SUPERSEDED SURVEY CONTROL
 EL0008
 EL0008  NGVD 29 (??/??/92)  202.870  (m)          665.58   (f) ADJ UNCH    2 0
 EL0008
 EL0008.Superseded values are not recommended for survey control.
 EL0008
 EL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0008.See file dsdata.pdf to determine how the superseded data were derived.
 EL0008
 EL0008_MARKER: DB = BENCH MARK DISK
 EL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0008_STAMPING: G 56 1934
 EL0008_MARK LOGO: CGS
 EL0008_PROJECTION: PROJECTING 30 CENTIMETERS
 EL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0008+STABILITY: SURFACE MOTION
 EL0008
 EL0008  HISTORY     - Date     Condition        Report By
 EL0008  HISTORY     - 1934     MONUMENTED       CGS
 EL0008
 EL0008                          STATION DESCRIPTION
 EL0008
 EL0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0008'6.4 MI SW FROM COALGATE.
 EL0008'6.4 MILES SW AND W ALONG STATE HIGHWAY 31 FROM COALGATE, COAL
 EL0008'COUNTY, AT THE COUNTY COURTHOUSE, NEAR THE WEST 1/16 COR. SECS.
 EL0008'1 AND 36, TPS. 1 S AND 1 N, R. 10 E, 2.35 MILES EAST OF THE STEEL
 EL0008'BRIDGE OVER CLEAR BOGGY CREEK, ABOUT 1100 FEET NORTHEAST OF A
 EL0008'STEEP HILL COMING FROM THE EAST, 230 FEET NORTH OF THE CENTER
 EL0008'OF HIGHWAY 31, 55 FEET NORMAL TO AND ON THE SOUTHWEST SIDE OF
 EL0008'AN OLD ABANDONED RAILROAD BED, IN A PASTURE BETWEEN THE HIGHWAY
 EL0008'AND THE ABANDONED RAILROAD BED, PROJECTING 1 FOOT ABOVE GROUND.
 EL0008'A STANDARD DISK, STAMPED G 56 1934 AND SET IN THE TOP OF A
 EL0008'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0230 ***********************************************************************
 EL0230  DESIGNATION -  G 57
 EL0230  PID         -  EL0230
 EL0230  STATE/COUNTY-  OK/PONTOTOC
 EL0230  COUNTRY     -  US
 EL0230  USGS QUAD   -  AHLOSO (2018)
 EL0230
 EL0230                         *CURRENT SURVEY CONTROL
 EL0230  ______________________________________________________________________
 EL0230* NAD 83(1986) POSITION- 34 41 20.     (N) 096 44 45.     (W)   SCALED
 EL0230* NAVD 88 ORTHO HEIGHT -   374.697 (meters)     1229.32  (feet) ADJUSTED
 EL0230  ______________________________________________________________________
 EL0230  GEOID HEIGHT    -        -25.908 (meters)                     GEOID18
 EL0230  DYNAMIC HEIGHT  -        374.331 (meters)     1228.12  (feet) COMP
 EL0230  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 EL0230
 EL0230  VERT ORDER      -  SECOND    CLASS 0
 EL0230
 EL0230.The horizontal coordinates were scaled from a map and have
 EL0230.an estimated accuracy of +/- 6 seconds.
 EL0230
 EL0230.The orthometric height was determined by differential leveling and
 EL0230.adjusted by the NATIONAL GEODETIC SURVEY
 EL0230.in June 1991.
 EL0230
 EL0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0230.GEOID18 height accuracy estimate available here.
 EL0230
 EL0230.Click photographs - Photos may exist for this station.
 EL0230
 EL0230.The dynamic height is computed by dividing the NAVD 88
 EL0230.geopotential number by the normal gravity value computed on the
 EL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0230.degrees latitude (g = 980.6199 gals.).
 EL0230
 EL0230.The modeled gravity was interpolated from observed gravity values.
 EL0230
 EL0230;                    North         East    Units  Estimated Accuracy
 EL0230;SPC OK S     -   151,080.      714,910.      MT  (+/- 180 meters Scaled)
 EL0230
 EL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD064408(NAD 83)
 EL0230
 EL0230                          SUPERSEDED SURVEY CONTROL
 EL0230
 EL0230  NGVD 29 (??/??/92)  374.602  (m)         1229.01   (f) ADJ UNCH    2 0
 EL0230
 EL0230.Superseded values are not recommended for survey control.
 EL0230
 EL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0230.See file dsdata.pdf to determine how the superseded data were derived.
 EL0230
 EL0230_MARKER: DB = BENCH MARK DISK
 EL0230_SETTING: 66 = SET IN ROCK OUTCROP
 EL0230_STAMPING: G 57 1934
 EL0230_MARK LOGO: CGS
 EL0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0230+STABILITY: POSITION/ELEVATION WELL
 EL0230
 EL0230  HISTORY     - Date     Condition        Report By
 EL0230  HISTORY     - 1934     MONUMENTED       CGS
 EL0230  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0230
 EL0230                          STATION DESCRIPTION
 EL0230
 EL0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0230'2.3 MILES NORTHEAST OF STL. AND SF RR. STATION AT FITZHUGH SET
 EL0230'IN OUTCROP OF LIMESTONE, ON SOUTH SIDE OF SLOPE, 2 1/2 POLES
 EL0230'EAST OF MILE POLE 555/30.  39 FEET NORTH OF NEAREST RAIL OF
 EL0230'ST. LOUIS AND SAN FRANCISCO RAILWAY TRACK, AT THE END OF A CUT.
 EL0230'7 FEET SOUTH OF NORTH PROPERTY LINE FENCE.
 EL0230
 EL0230                          STATION RECOVERY (1965)
 EL0230
 EL0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0065 ***********************************************************************
 FJ0065  DESIGNATION -  G 58
 FJ0065  PID         -  FJ0065
 FJ0065  STATE/COUNTY-  OK/HUGHES
 FJ0065  COUNTRY     -  US
 FJ0065  USGS QUAD   -  YEAGER (2018)
 FJ0065
 FJ0065                         *CURRENT SURVEY CONTROL
 FJ0065  ______________________________________________________________________
 FJ0065* NAD 83(1986) POSITION- 35 09 22.     (N) 096 20 23.     (W)   SCALED
 FJ0065* NAVD 88 ORTHO HEIGHT -   241.038 (meters)      790.81  (feet) ADJUSTED
 FJ0065  ______________________________________________________________________
 FJ0065  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 FJ0065  DYNAMIC HEIGHT  -        240.805 (meters)      790.04  (feet) COMP
 FJ0065  MODELED GRAVITY -    979,660.5   (mgal)                       NAVD 88
 FJ0065
 FJ0065  VERT ORDER      -  SECOND    CLASS 0
 FJ0065
 FJ0065.The horizontal coordinates were scaled from a map and have
 FJ0065.an estimated accuracy of +/- 6 seconds.
 FJ0065
 FJ0065.The orthometric height was determined by differential leveling and
 FJ0065.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0065.in June 1991.
 FJ0065
 FJ0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0065.GEOID18 height accuracy estimate available here.
 FJ0065
 FJ0065.Click photographs - Photos may exist for this station.
 FJ0065
 FJ0065.The dynamic height is computed by dividing the NAVD 88
 FJ0065.geopotential number by the normal gravity value computed on the
 FJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0065.degrees latitude (g = 980.6199 gals.).
 FJ0065
 FJ0065.The modeled gravity was interpolated from observed gravity values.
 FJ0065
 FJ0065;                    North         East    Units  Estimated Accuracy
 FJ0065;SPC OK S     -   203,440.      751,270.      MT  (+/- 180 meters Scaled)
 FJ0065
 FJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD423935(NAD 83)
 FJ0065
 FJ0065                          SUPERSEDED SURVEY CONTROL
 FJ0065
 FJ0065  NGVD 29 (??/??/92)  240.925  (m)          790.43   (f) ADJ UNCH    2 0
 FJ0065
 FJ0065.Superseded values are not recommended for survey control.
 FJ0065
 FJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0065.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0065
 FJ0065_MARKER: DB = BENCH MARK DISK
 FJ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0065_STAMPING: G 58 1934
 FJ0065_MARK LOGO: CGS
 FJ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0065+STABILITY: SURFACE MOTION
 FJ0065
 FJ0065  HISTORY     - Date     Condition        Report By
 FJ0065  HISTORY     - 1934     MONUMENTED       CGS
 FJ0065
 FJ0065                          STATION DESCRIPTION
 FJ0065
 FJ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0065'AT YEAGER.
 FJ0065'140 FEET NORTH OF MILE POST 513.  84 FEET EAST OF SAINT LOUIS
 FJ0065'AND SAN FRANCISCO RAILWAY STATION SIGN POST, AT YEAGER.  54
 FJ0065'EAST OF NEAREST RAIL OF MAIN LINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0504 ***********************************************************************
 FH0504  DESIGNATION -  G 59
 FH0504  PID         -  FH0504
 FH0504  STATE/COUNTY-  OK/MUSKOGEE
 FH0504  COUNTRY     -  US
 FH0504  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0504
 FH0504                         *CURRENT SURVEY CONTROL
 FH0504  ______________________________________________________________________
 FH0504* NAD 83(1986) POSITION- 35 44 59.70   (N) 095 22 27.42   (W)   HD_HELD1
 FH0504* NAVD 88 ORTHO HEIGHT -   188.640 (meters)      618.90  (feet) ADJUSTED
 FH0504  ______________________________________________________________________
 FH0504  GEOID HEIGHT    -        -29.459 (meters)                     GEOID18
 FH0504  DYNAMIC HEIGHT  -        188.470 (meters)      618.34  (feet) COMP
 FH0504  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FH0504
 FH0504  VERT ORDER      -  SECOND    CLASS 0
 FH0504
 FH0504.The horizontal coordinates were determined by differentially corrected
 FH0504.hand held GPS observations or other comparable positioning techniques
 FH0504.and have an estimated accuracy of +/- 3 meters.
 FH0504
 FH0504.The orthometric height was determined by differential leveling and
 FH0504.adjusted by the NATIONAL GEODETIC SURVEY
 FH0504.in June 1991.
 FH0504
 FH0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0504.GEOID18 height accuracy estimate available here.
 FH0504
 FH0504.Click photographs - Photos may exist for this station.
 FH0504
 FH0504.The dynamic height is computed by dividing the NAVD 88
 FH0504.geopotential number by the normal gravity value computed on the
 FH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0504.degrees latitude (g = 980.6199 gals.).
 FH0504
 FH0504.The modeled gravity was interpolated from observed gravity values.
 FH0504
 FH0504;                    North         East    Units  Estimated Accuracy
 FH0504;SPC OK N     -    86,416.4     837,453.9     MT  (+/- 3 meters HH1 GPS) 
 FH0504
 FH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8531858810(NAD 83)
 FH0504
 FH0504                          SUPERSEDED SURVEY CONTROL
 FH0504
 FH0504  NGVD 29 (??/??/92)  188.526  (m)          618.52   (f) ADJ UNCH    2 0
 FH0504
 FH0504.Superseded values are not recommended for survey control.
 FH0504
 FH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0504.See file dsdata.pdf to determine how the superseded data were derived.
 FH0504
 FH0504_MARKER: DB = BENCH MARK DISK
 FH0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0504_SP_SET: BUILDING
 FH0504_STAMPING: 618.522 G 59 1934
 FH0504_MARK LOGO: CGS
 FH0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0504+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 FH0504
 FH0504  HISTORY     - Date     Condition        Report By
 FH0504  HISTORY     - 1934     MONUMENTED       CGS
 FH0504  HISTORY     - 1960     GOOD             CGS
 FH0504  HISTORY     - 20120725 GOOD             GEOCAC
 FH0504
 FH0504                          STATION DESCRIPTION
 FH0504
 FH0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0504'AT MUSKOGEE.
 FH0504'AT MUSKOGEE SET VERTICAL IN EAST FACE OF SOUTHEAST CORNER OF
 FH0504'FEDERAL BUILDING AT MUSKOGEE.  5 FEET ABOVE SIDEWALK.
 FH0504
 FH0504                          STATION RECOVERY (1960)
 FH0504
 FH0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0504'RECOVERED IN GOOD CONDITION.
 FH0504
 FH0504                          STATION RECOVERY (2012)
 FH0504
 FH0504'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH0504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0643 ***********************************************************************
 FH0643  DESIGNATION -  G 6
 FH0643  PID         -  FH0643
 FH0643  STATE/COUNTY-  OK/PITTSBURG
 FH0643  COUNTRY     -  US
 FH0643  USGS QUAD   -  BLOCKER (2018)
 FH0643
 FH0643                         *CURRENT SURVEY CONTROL
 FH0643  ______________________________________________________________________
 FH0643* NAD 83(1986) POSITION- 35 03 55.     (N) 095 32 38.     (W)   SCALED
 FH0643* NAVD 88 ORTHO HEIGHT -   198.805 (meters)      652.25  (feet) ADJUSTED
 FH0643  ______________________________________________________________________
 FH0643  GEOID HEIGHT    -        -30.433 (meters)                     GEOID18
 FH0643  DYNAMIC HEIGHT  -        198.607 (meters)      651.60  (feet) COMP
 FH0643  MODELED GRAVITY -    979,635.8   (mgal)                       NAVD 88
 FH0643
 FH0643  VERT ORDER      -  FIRST     CLASS II
 FH0643
 FH0643.The horizontal coordinates were scaled from a map and have
 FH0643.an estimated accuracy of +/- 6 seconds.
 FH0643
 FH0643.The orthometric height was determined by differential leveling and
 FH0643.adjusted by the NATIONAL GEODETIC SURVEY
 FH0643.in June 1991.
 FH0643
 FH0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0643.GEOID18 height accuracy estimate available here.
 FH0643
 FH0643.Click photographs - Photos may exist for this station.
 FH0643
 FH0643.The dynamic height is computed by dividing the NAVD 88
 FH0643.geopotential number by the normal gravity value computed on the
 FH0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0643.degrees latitude (g = 980.6199 gals.).
 FH0643
 FH0643.The modeled gravity was interpolated from observed gravity values.
 FH0643
 FH0643;                    North         East    Units  Estimated Accuracy
 FH0643;SPC OK S     -   194,840.      824,010.      MT  (+/- 180 meters Scaled)
 FH0643
 FH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU680832(NAD 83)
 FH0643
 FH0643                          SUPERSEDED SURVEY CONTROL
 FH0643
 FH0643  NGVD 29 (??/??/92)  198.693  (m)          651.88   (f) ADJ UNCH    1 2
 FH0643
 FH0643.Superseded values are not recommended for survey control.
 FH0643
 FH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0643.See file dsdata.pdf to determine how the superseded data were derived.
 FH0643
 FH0643_MARKER: DB = BENCH MARK DISK
 FH0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0643_STAMPING: 651.879 G 6 1933
 FH0643_MARK LOGO: CGS
 FH0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0643+STABILITY: SURFACE MOTION
 FH0643
 FH0643  HISTORY     - Date     Condition        Report By
 FH0643  HISTORY     - 1933     MONUMENTED       CGS
 FH0643
 FH0643                          STATION DESCRIPTION
 FH0643
 FH0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0643'1.3 MI E FROM BLOCKER.
 FH0643'1.3 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0643'RAILWAY FROM BLOCKER, PITTSBURG COUNTY, AT THE OKLAHOMA GAS CO.
 FH0643'MEASURING STATION, AND 49 FEET NORTH OF THE OLD ROADBED.  A
 FH0643'STANDARD DISK, STAMPED 651.879 G 6 1933 AND SET IN THE TOP
 FH0643'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0450 ***********************************************************************
 FH0450  DESIGNATION -  G 60
 FH0450  PID         -  FH0450
 FH0450  STATE/COUNTY-  OK/MUSKOGEE
 FH0450  COUNTRY     -  US
 FH0450  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0450
 FH0450                         *CURRENT SURVEY CONTROL
 FH0450  ______________________________________________________________________
 FH0450* NAD 83(1986) POSITION- 35 39 12.     (N) 095 25 50.     (W)   SCALED
 FH0450* NAVD 88 ORTHO HEIGHT -   178.669 (meters)      586.18  (feet) ADJUSTED
 FH0450  ______________________________________________________________________
 FH0450  GEOID HEIGHT    -        -29.569 (meters)                     GEOID18
 FH0450  DYNAMIC HEIGHT  -        178.506 (meters)      585.65  (feet) COMP
 FH0450  MODELED GRAVITY -    979,715.3   (mgal)                       NAVD 88
 FH0450
 FH0450  VERT ORDER      -  SECOND    CLASS 0
 FH0450
 FH0450.The horizontal coordinates were scaled from a map and have
 FH0450.an estimated accuracy of +/- 6 seconds.
 FH0450
 FH0450.The orthometric height was determined by differential leveling and
 FH0450.adjusted by the NATIONAL GEODETIC SURVEY
 FH0450.in June 1991.
 FH0450
 FH0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0450.GEOID18 height accuracy estimate available here.
 FH0450
 FH0450.Click photographs - Photos may exist for this station.
 FH0450
 FH0450.The dynamic height is computed by dividing the NAVD 88
 FH0450.geopotential number by the normal gravity value computed on the
 FH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0450.degrees latitude (g = 980.6199 gals.).
 FH0450
 FH0450.The modeled gravity was interpolated from observed gravity values.
 FH0450
 FH0450;                    North         East    Units  Estimated Accuracy
 FH0450;SPC OK N     -    75,570.      832,650.      MT  (+/- 180 meters Scaled)
 FH0450
 FH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV799482(NAD 83)
 FH0450
 FH0450                          SUPERSEDED SURVEY CONTROL
 FH0450
 FH0450  NGVD 29 (??/??/92)  178.559  (m)          585.82   (f) ADJ UNCH    2 0
 FH0450
 FH0450.Superseded values are not recommended for survey control.
 FH0450
 FH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0450.See file dsdata.pdf to determine how the superseded data were derived.
 FH0450
 FH0450_MARKER: DB = BENCH MARK DISK
 FH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0450_STAMPING: G 60 1934
 FH0450_MARK LOGO: CGS
 FH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0450+STABILITY: SURFACE MOTION
 FH0450
 FH0450  HISTORY     - Date     Condition        Report By
 FH0450  HISTORY     - 1934     MONUMENTED       CGS
 FH0450  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0450
 FH0450                          STATION DESCRIPTION
 FH0450
 FH0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0450'6.1 MI NE FROM OKTAHA.
 FH0450'0.2 MILE NORTHEAST OF MISSOURI KANSAS AND TEXAS RAILWAY SEMAPHORE
 FH0450'511.3.  450 FEET SOUTHWEST OF MILE POST 511.  95 FEET NORTHWEST OF
 FH0450'MAIN TRACK OF SUMMIT SIDING.  42 FEET SOUTHEAST OF CENTER LINE OF
 FH0450'HIGHWAY U.S. 73.39 FEET SOUTH OF CENTER LINE OF SECTION LINE ROAD.
 FH0450'INSIDE OF RAILWAY PROPERTY FENCE.
 FH0450
 FH0450                          STATION RECOVERY (1974)
 FH0450
 FH0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0450'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0466 ***********************************************************************
 DN0466  DESIGNATION -  G 61
 DN0466  PID         -  DN0466
 DN0466  STATE/COUNTY-  OK/MARSHALL
 DN0466  COUNTRY     -  US
 DN0466  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN0466
 DN0466                         *CURRENT SURVEY CONTROL
 DN0466  ______________________________________________________________________
 DN0466* NAD 83(1986) POSITION- 33 59 59.     (N) 096 43 26.     (W)   SCALED
 DN0466* NAVD 88 ORTHO HEIGHT -   241.325 (meters)      791.75  (feet) ADJUSTED
 DN0466  ______________________________________________________________________
 DN0466  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 DN0466  DYNAMIC HEIGHT  -        241.069 (meters)      790.91  (feet) COMP
 DN0466  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 DN0466
 DN0466  VERT ORDER      -  FIRST     CLASS II
 DN0466
 DN0466.The horizontal coordinates were scaled from a map and have
 DN0466.an estimated accuracy of +/- 6 seconds.
 DN0466
 DN0466.The orthometric height was determined by differential leveling and
 DN0466.adjusted by the NATIONAL GEODETIC SURVEY
 DN0466.in June 1991.
 DN0466
 DN0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0466.GEOID18 height accuracy estimate available here.
 DN0466
 DN0466.Click photographs - Photos may exist for this station.
 DN0466
 DN0466.The dynamic height is computed by dividing the NAVD 88
 DN0466.geopotential number by the normal gravity value computed on the
 DN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0466.degrees latitude (g = 980.6199 gals.).
 DN0466
 DN0466.The modeled gravity was interpolated from observed gravity values.
 DN0466
 DN0466;                    North         East    Units  Estimated Accuracy
 DN0466;SPC OK S     -    74,660.      717,890.      MT  (+/- 180 meters Scaled)
 DN0466
 DN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC102644(NAD 83)
 DN0466
 DN0466                          SUPERSEDED SURVEY CONTROL
 DN0466
 DN0466  NGVD 29 (??/??/92)  241.280  (m)          791.60   (f) ADJ UNCH    1 2
 DN0466
 DN0466.Superseded values are not recommended for survey control.
 DN0466
 DN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0466.See file dsdata.pdf to determine how the superseded data were derived.
 DN0466
 DN0466_MARKER: DB = BENCH MARK DISK
 DN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0466_STAMPING: G 61 1934
 DN0466_MARK LOGO: CGS
 DN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0466+STABILITY: SURFACE MOTION
 DN0466
 DN0466  HISTORY     - Date     Condition        Report By
 DN0466  HISTORY     - 1934     MONUMENTED       CGS
 DN0466  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0466  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 DN0466
 DN0466                          STATION DESCRIPTION
 DN0466
 DN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0466'IN KINGSTON.
 DN0466'IN THE WEST EDGE OF TOWN AT MILE POST 609/30.  NORTH OF ST. LOUIS AND
 DN0466'SAN FRANCISCO RR TRACK 30 FEET.  12 FEET WEST OF THE CENTERLINE OF THE
 DN0466'ROAD.  ALONG HIGHWAY 48.
 DN0466
 DN0466                          STATION RECOVERY (1955)
 DN0466
 DN0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0466'MARK NOT FOUND.
 DN0466
 DN0466                          STATION RECOVERY (1996)
 DN0466
 DN0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0130 ***********************************************************************
 EL0130  DESIGNATION -  G 62
 EL0130  PID         -  EL0130
 EL0130  STATE/COUNTY-  OK/BRYAN
 EL0130  COUNTRY     -  US
 EL0130  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0130
 EL0130                         *CURRENT SURVEY CONTROL
 EL0130  ______________________________________________________________________
 EL0130* NAD 83(1986) POSITION- 34 00 01.4    (N) 096 03 58.5    (W)   HD_HELD2
 EL0130* NAVD 88 ORTHO HEIGHT -   175.275 (meters)      575.05  (feet) ADJUSTED
 EL0130  ______________________________________________________________________
 EL0130  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 EL0130  DYNAMIC HEIGHT  -        175.095 (meters)      574.46  (feet) COMP
 EL0130  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 EL0130
 EL0130  VERT ORDER      -  FIRST     CLASS II
 EL0130
 EL0130.The horizontal coordinates were established by autonomous hand held GPS
 EL0130.observations and have an estimated accuracy of +/- 10 meters.
 EL0130
 EL0130.The orthometric height was determined by differential leveling and
 EL0130.adjusted by the NATIONAL GEODETIC SURVEY
 EL0130.in June 1991.
 EL0130
 EL0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0130.GEOID18 height accuracy estimate available here.
 EL0130
 EL0130.Click photographs - Photos may exist for this station.
 EL0130
 EL0130.The dynamic height is computed by dividing the NAVD 88
 EL0130.geopotential number by the normal gravity value computed on the
 EL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0130.degrees latitude (g = 980.6199 gals.).
 EL0130
 EL0130.The modeled gravity was interpolated from observed gravity values.
 EL0130
 EL0130;                    North         East    Units  Estimated Accuracy
 EL0130;SPC OK S     -    75,704.      778,635.      MT  (+/- 10 meters HH2 GPS)
 EL0130
 EL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7096866080(NAD 83)
 EL0130
 EL0130                          SUPERSEDED SURVEY CONTROL
 EL0130
 EL0130  NGVD 29 (??/??/92)  175.218  (m)          574.86   (f) ADJ UNCH    1 2
 EL0130
 EL0130.Superseded values are not recommended for survey control.
 EL0130
 EL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0130.See file dsdata.pdf to determine how the superseded data were derived.
 EL0130
 EL0130_MARKER: DB = BENCH MARK DISK
 EL0130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0130_SP_SET: ABUTMENT
 EL0130_STAMPING: G 62 1934
 EL0130_MARK LOGO: CGS
 EL0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0130+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 EL0130
 EL0130  HISTORY     - Date     Condition        Report By
 EL0130  HISTORY     - 1934     MONUMENTED       CGS
 EL0130  HISTORY     - 1944     GOOD
 EL0130  HISTORY     - 1986     GOOD             NGS
 EL0130  HISTORY     - 20020919 GOOD             INDIV
 EL0130  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0130
 EL0130                          STATION DESCRIPTION
 EL0130
 EL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0130'1.5 MI W FROM BENNINGTON.
 EL0130'A CONCRETE UNDERPASS OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 EL0130'WHERE U.S. HIGHWAY 70 PASSES UNDER THE TRACK.  IN THE SOUTHEAST
 EL0130'CORNER OF THE CONCRETE ABUTMENT LEVEL WITH THE RAIL.
 EL0130
 EL0130                          STATION RECOVERY (1944)
 EL0130
 EL0130'RECOVERED 1944
 EL0130'RECOVERED IN GOOD CONDITION.
 EL0130
 EL0130                          STATION RECOVERY (1986)
 EL0130
 EL0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0130'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 30.8 KM
 EL0130'(19.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S.
 EL0130'HIGHWAY 69 BUSINESS ROUTE IN DURANT, IN THE SOUTH END OF THE EAST
 EL0130'CONCRETE ABUTMENT OF A BURLINGTON NORTHERN RAILROAD OVERPASS OF A
 EL0130'PAVED ROAD LEADING SOUTH, 36.2 M (118.8 FT) SOUTH OF THE CENTERLINE OF
 EL0130'THE HIGHWAY, 2.5 M (8.2 FT) SOUTH OF THE NEAR RAIL, 0.5 M (1.6 FT)
 EL0130'WEST OF THE EAST EDGE OF THE ABUTMENT, AND 0.3 M (1.0 FT) NORTH THE
 EL0130'SOUTH END OF THE ABUTMENT.
 EL0130'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
 EL0130
 EL0130                          STATION RECOVERY (2002)
 EL0130
 EL0130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 EL0130'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1986 NGS SURVEY.
 EL0130
 EL0130                          STATION RECOVERY (2018)
 EL0130
 EL0130'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0343 ***********************************************************************
 GG0343  DESIGNATION -  G 62
 GG0343  PID         -  GG0343
 GG0343  STATE/COUNTY-  OK/MAYES
 GG0343  COUNTRY     -  US
 GG0343  USGS QUAD   -  PRYOR (2019)
 GG0343
 GG0343                         *CURRENT SURVEY CONTROL
 GG0343  ______________________________________________________________________
 GG0343* NAD 83(1986) POSITION- 36 19 14.     (N) 095 18 51.     (W)   SCALED
 GG0343* NAVD 88 ORTHO HEIGHT -   189.338 (meters)      621.19  (feet) ADJUSTED
 GG0343  ______________________________________________________________________
 GG0343  GEOID HEIGHT    -        -29.172 (meters)                     GEOID18
 GG0343  DYNAMIC HEIGHT  -        189.176 (meters)      620.65  (feet) COMP
 GG0343  MODELED GRAVITY -    979,774.4   (mgal)                       NAVD 88
 GG0343
 GG0343  VERT ORDER      -  SECOND    CLASS 0
 GG0343
 GG0343.The horizontal coordinates were scaled from a map and have
 GG0343.an estimated accuracy of +/- 6 seconds.
 GG0343
 GG0343.The orthometric height was determined by differential leveling and
 GG0343.adjusted by the NATIONAL GEODETIC SURVEY
 GG0343.in June 1991.
 GG0343
 GG0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0343.GEOID18 height accuracy estimate available here.
 GG0343
 GG0343.Click photographs - Photos may exist for this station.
 GG0343
 GG0343.The dynamic height is computed by dividing the NAVD 88
 GG0343.geopotential number by the normal gravity value computed on the
 GG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0343.degrees latitude (g = 980.6199 gals.).
 GG0343
 GG0343.The modeled gravity was interpolated from observed gravity values.
 GG0343
 GG0343;                    North         East    Units  Estimated Accuracy
 GG0343;SPC OK N     -   149,860.      841,140.      MT  (+/- 180 meters Scaled)
 GG0343
 GG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA922219(NAD 83)
 GG0343
 GG0343                          SUPERSEDED SURVEY CONTROL
 GG0343
 GG0343  NGVD 29 (??/??/92)  189.225  (m)          620.82   (f) ADJ UNCH    2 0
 GG0343
 GG0343.Superseded values are not recommended for survey control.
 GG0343
 GG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0343.See file dsdata.pdf to determine how the superseded data were derived.
 GG0343
 GG0343_MARKER: DB = BENCH MARK DISK
 GG0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0343_SP_SET: BRIDGE
 GG0343_STAMPING: G 62 1934
 GG0343_MARK LOGO: CGS
 GG0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0343
 GG0343  HISTORY     - Date     Condition        Report By
 GG0343  HISTORY     - 1934     MONUMENTED       CGS
 GG0343  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0343
 GG0343                          STATION DESCRIPTION
 GG0343
 GG0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0343'0.9 MI N FROM PRYOR.
 GG0343'0.9 MILES NORTH OF M-K-T STATION, AT PRYOR.  SET IN A CONCRETE
 GG0343'HIGHWAY BRIDGE OVER SALT CREEK.  OPPOSITE MISSOURI-KANSAS AND
 GG0343'TEXAS RAILWAY SEMAPHORE 462.8.  IN NORTHWEST CORNER OF BRIDGE,
 GG0343'AND 125 FEET EAST OF THE NEAREST RAIL OF TRACK.  17 FEET WEST OF
 GG0343'CENTER LINE OF U.S. HIGHWAY 73.
 GG0343
 GG0343                          STATION RECOVERY (1970)
 GG0343
 GG0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0194 ***********************************************************************
 GG0194  DESIGNATION -  G 63
 GG0194  PID         -  GG0194
 GG0194  STATE/COUNTY-  OK/DELAWARE
 GG0194  COUNTRY     -  US
 GG0194  USGS QUAD   -  CHLOETA (2018)
 GG0194
 GG0194                         *CURRENT SURVEY CONTROL
 GG0194  ______________________________________________________________________
 GG0194* NAD 83(1986) POSITION- 36 24 50.     (N) 094 59 32.     (W)   SCALED
 GG0194* NAVD 88 ORTHO HEIGHT -   277.907 (meters)      911.77  (feet) ADJUSTED
 GG0194  ______________________________________________________________________
 GG0194  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 GG0194  DYNAMIC HEIGHT  -        277.668 (meters)      910.98  (feet) COMP
 GG0194  MODELED GRAVITY -    979,767.9   (mgal)                       NAVD 88
 GG0194
 GG0194  VERT ORDER      -  SECOND    CLASS 0
 GG0194
 GG0194.The horizontal coordinates were scaled from a map and have
 GG0194.an estimated accuracy of +/- 6 seconds.
 GG0194
 GG0194.The orthometric height was determined by differential leveling and
 GG0194.adjusted by the NATIONAL GEODETIC SURVEY
 GG0194.in June 1991.
 GG0194
 GG0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0194.GEOID18 height accuracy estimate available here.
 GG0194
 GG0194.Click photographs - Photos may exist for this station.
 GG0194
 GG0194.The dynamic height is computed by dividing the NAVD 88
 GG0194.geopotential number by the normal gravity value computed on the
 GG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0194.degrees latitude (g = 980.6199 gals.).
 GG0194
 GG0194.The modeled gravity was interpolated from observed gravity values.
 GG0194
 GG0194;                    North         East    Units  Estimated Accuracy
 GG0194;SPC OK N     -   161,060.      869,710.      MT  (+/- 180 meters Scaled)
 GG0194
 GG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA213317(NAD 83)
 GG0194
 GG0194                          SUPERSEDED SURVEY CONTROL
 GG0194
 GG0194  NGVD 29 (??/??/92)  277.780  (m)          911.35   (f) ADJ UNCH    2 0
 GG0194
 GG0194.Superseded values are not recommended for survey control.
 GG0194
 GG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0194.See file dsdata.pdf to determine how the superseded data were derived.
 GG0194
 GG0194_MARKER: DB = BENCH MARK DISK
 GG0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0194_STAMPING: G 63 1934
 GG0194_MARK LOGO: CGS
 GG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0194+STABILITY: SURFACE MOTION
 GG0194
 GG0194  HISTORY     - Date     Condition        Report By
 GG0194  HISTORY     - 1934     MONUMENTED       CGS
 GG0194  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0194
 GG0194                          STATION DESCRIPTION
 GG0194
 GG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0194'5.3 MI NE FROM SPAVINAW.
 GG0194'IN DELAWARE COUNTY, 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 20
 GG0194'FROM THE SPAVINAW LAKE DAM AT SPAVINAW, MAYES COUNTY, 30 FEET
 GG0194'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET WEST OF A
 GG0194'1-FOOT OAK TREE.  A STANDARD DISK, STAMPED G 63 1934 AND SET
 GG0194'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0503 ***********************************************************************
 EK0503  DESIGNATION -  G 64
 EK0503  PID         -  EK0503
 EK0503  STATE/COUNTY-  OK/CHOCTAW
 EK0503  COUNTRY     -  US
 EK0503  USGS QUAD   -  HUGO DAM (2019)
 EK0503
 EK0503                         *CURRENT SURVEY CONTROL
 EK0503  ______________________________________________________________________
 EK0503* NAD 83(1986) POSITION- 34 00 21.     (N) 095 22 51.     (W)   SCALED
 EK0503* NAVD 88 ORTHO HEIGHT -   128.580 (meters)      421.85  (feet) POSTED
 EK0503  ______________________________________________________________________
 EK0503  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 EK0503  DYNAMIC HEIGHT  -        128.44  (meters)      421.4   (feet) COMP
 EK0503  MODELED GRAVITY -    979,570.1   (mgal)                       NAVD 88
 EK0503
 EK0503  VERT ORDER      -  * POSTED, SEE BELOW
 EK0503
 EK0503.The horizontal coordinates were scaled from a map and have
 EK0503.an estimated accuracy of +/- 6 seconds.
 EK0503
 EK0503.The orthometric height was determined by differential leveling
 EK0503.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EK0503
 EK0503.* This is a POSTED BENCH MARK height.
 EK0503
 EK0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0503.GEOID18 height accuracy estimate available here.
 EK0503
 EK0503.Click photographs - Photos may exist for this station.
 EK0503
 EK0503.The dynamic height is computed by dividing the NAVD 88
 EK0503.geopotential number by the normal gravity value computed on the
 EK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0503.degrees latitude (g = 980.6199 gals.).
 EK0503
 EK0503.The modeled gravity was interpolated from observed gravity values.
 EK0503
 EK0503;                    North         East    Units  Estimated Accuracy
 EK0503;SPC OK S     -    77,740.      841,920.      MT  (+/- 180 meters Scaled)
 EK0503
 EK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT801653(NAD 83)
 EK0503
 EK0503                          SUPERSEDED SURVEY CONTROL
 EK0503
 EK0503  NGVD 29 (??/??/92)  128.526  (m)          421.67   (f) ADJ UNCH    1 2
 EK0503
 EK0503.Superseded values are not recommended for survey control.
 EK0503
 EK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0503.See file dsdata.pdf to determine how the superseded data were derived.
 EK0503
 EK0503_MARKER: DB = BENCH MARK DISK
 EK0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0503_SP_SET: ABUTMENT
 EK0503_STAMPING: G 64 1934
 EK0503_MARK LOGO: CGS
 EK0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0503
 EK0503  HISTORY     - Date     Condition        Report By
 EK0503  HISTORY     - 1934     MONUMENTED       CGS
 EK0503  HISTORY     - 1949     MARK NOT FOUND   USGS
 EK0503  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0503
 EK0503                          STATION DESCRIPTION
 EK0503
 EK0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0503'7.4 MI W FROM FT TOWSEN.
 EK0503'7.4 MILES WEST OF FT. TOWSEN ST. L. AND S. F. STATION IN THE
 EK0503'WEST END OF ST. LOUIS AND SAN FRANCISCO RR BRIDGE OVER THE
 EK0503'KIAMICHI RIVER.  IN THE NORTHWEST ABUTMENT, LEVEL WITH THE
 EK0503'TRACK.
 EK0503
 EK0503                          STATION RECOVERY (1949)
 EK0503
 EK0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 EK0503'MARK NOT FOUND.
 EK0503
 EK0503                          STATION RECOVERY (1986)
 EK0503
 EK0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0337 ***********************************************************************
 DM0337  DESIGNATION -  G 65
 DM0337  PID         -  DM0337
 DM0337  STATE/COUNTY-  OK/MCCURTAIN
 DM0337  COUNTRY     -  US
 DM0337  USGS QUAD   -  HAWORTH (2019)
 DM0337
 DM0337                         *CURRENT SURVEY CONTROL
 DM0337  ______________________________________________________________________
 DM0337* NAD 83(1986) POSITION- 33 51 21.54   (N) 094 44 49.63   (W)   HD_HELD1
 DM0337* NAVD 88 ORTHO HEIGHT -   118.435 (meters)      388.57  (feet) ADJUSTED
 DM0337  ______________________________________________________________________
 DM0337  GEOID HEIGHT    -        -27.498 (meters)                     GEOID18
 DM0337  DYNAMIC HEIGHT  -        118.314 (meters)      388.17  (feet) COMP
 DM0337  MODELED GRAVITY -    979,615.9   (mgal)                       NAVD 88
 DM0337
 DM0337  VERT ORDER      -  FIRST     CLASS II
 DM0337
 DM0337.The horizontal coordinates were determined by differentially corrected
 DM0337.hand held GPS observations or other comparable positioning techniques
 DM0337.and have an estimated accuracy of +/- 3 meters.
 DM0337
 DM0337.The orthometric height was determined by differential leveling and
 DM0337.adjusted by the NATIONAL GEODETIC SURVEY
 DM0337.in June 1991.
 DM0337
 DM0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0337.GEOID18 height accuracy estimate available here.
 DM0337
 DM0337.Click photographs - Photos may exist for this station.
 DM0337
 DM0337.The dynamic height is computed by dividing the NAVD 88
 DM0337.geopotential number by the normal gravity value computed on the
 DM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0337.degrees latitude (g = 980.6199 gals.).
 DM0337
 DM0337.The modeled gravity was interpolated from observed gravity values.
 DM0337
 DM0337;                    North         East    Units  Estimated Accuracy
 DM0337;SPC OK S     -    62,824.8     900,975.6     MT  (+/- 3 meters HH1 GPS) 
 DM0337
 DM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3837547560(NAD 83)
 DM0337
 DM0337                          SUPERSEDED SURVEY CONTROL
 DM0337
 DM0337  NGVD 29 (??/??/92)  118.422  (m)          388.52   (f) ADJ UNCH    1 2
 DM0337
 DM0337.Superseded values are not recommended for survey control.
 DM0337
 DM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0337.See file dsdata.pdf to determine how the superseded data were derived.
 DM0337
 DM0337_MARKER: DB = BENCH MARK DISK
 DM0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0337_STAMPING: G 65 1934
 DM0337_MARK LOGO: CGS
 DM0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0337+STABILITY: SURFACE MOTION
 DM0337
 DM0337  HISTORY     - Date     Condition        Report By
 DM0337  HISTORY     - 1934     MONUMENTED       CGS
 DM0337  HISTORY     - 1950     MARK NOT FOUND   USGS
 DM0337  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0337
 DM0337                          STATION DESCRIPTION
 DM0337
 DM0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0337'5.7 MI E FROM IDABEL.
 DM0337'5.7 MILES EAST OF IDABEL ST. L. AND S. F. STATION AT MILEPOST 608/5 ON
 DM0337'ST. LOUIS AND SAN FRANCISCO RAILROAD.  1 POLE EAST OF MILEPOST AND 40
 DM0337'FEET SOUTH IN FENCE LINE.
 DM0337
 DM0337                          STATION RECOVERY (1950)
 DM0337
 DM0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 DM0337'MARK NOT FOUND.
 DM0337
 DM0337                          STATION RECOVERY (1986)
 DM0337
 DM0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0423 ***********************************************************************
 EK0423  DESIGNATION -  G 66
 EK0423  PID         -  EK0423
 EK0423  STATE/COUNTY-  OK/PUSHMATAHA
 EK0423  COUNTRY     -  US
 EK0423  USGS QUAD   -  ALBION SW (2019)
 EK0423
 EK0423                         *CURRENT SURVEY CONTROL
 EK0423  ______________________________________________________________________
 EK0423* NAD 83(1986) POSITION- 34 36 55.     (N) 095 14 53.     (W)   SCALED
 EK0423* NAVD 88 ORTHO HEIGHT -   174.631 (meters)      572.94  (feet) ADJUSTED
 EK0423  ______________________________________________________________________
 EK0423  GEOID HEIGHT    -        -31.591 (meters)                     GEOID18
 EK0423  DYNAMIC HEIGHT  -        174.442 (meters)      572.32  (feet) COMP
 EK0423  MODELED GRAVITY -    979,551.7   (mgal)                       NAVD 88
 EK0423
 EK0423  VERT ORDER      -  SECOND    CLASS 0
 EK0423
 EK0423.The horizontal coordinates were scaled from a map and have
 EK0423.an estimated accuracy of +/- 6 seconds.
 EK0423
 EK0423.The orthometric height was determined by differential leveling and
 EK0423.adjusted by the NATIONAL GEODETIC SURVEY
 EK0423.in June 1991.
 EK0423
 EK0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0423.GEOID18 height accuracy estimate available here.
 EK0423
 EK0423.Click photographs - Photos may exist for this station.
 EK0423
 EK0423.The dynamic height is computed by dividing the NAVD 88
 EK0423.geopotential number by the normal gravity value computed on the
 EK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0423.degrees latitude (g = 980.6199 gals.).
 EK0423
 EK0423.The modeled gravity was interpolated from observed gravity values.
 EK0423
 EK0423;                    North         East    Units  Estimated Accuracy
 EK0423;SPC OK S     -   145,640.      852,340.      MT  (+/- 180 meters Scaled)
 EK0423
 EK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU938326(NAD 83)
 EK0423
 EK0423                          SUPERSEDED SURVEY CONTROL
 EK0423
 EK0423  NGVD 29 (??/??/92)  174.536  (m)          572.62   (f) ADJ UNCH    2 0
 EK0423
 EK0423.Superseded values are not recommended for survey control.
 EK0423
 EK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0423.See file dsdata.pdf to determine how the superseded data were derived.
 EK0423
 EK0423_MARKER: DB = BENCH MARK DISK
 EK0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0423_SP_SET: CULVERT HEADWALL
 EK0423_STAMPING: G 66 1934
 EK0423_MARK LOGO: CGS
 EK0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0423+STABILITY: SURFACE MOTION
 EK0423
 EK0423  HISTORY     - Date     Condition        Report By
 EK0423  HISTORY     - 1934     MONUMENTED       CGS
 EK0423
 EK0423                          STATION DESCRIPTION
 EK0423
 EK0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0423'1.6 MI E FROM TUSKAHOMA.
 EK0423'1.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0423'FROM THE STATION AT TUSKAHOMA, PUSHMATAHA COUNTY, ABOUT 2 POLES
 EK0423'EAST OF MILEPOST 500, AT A CONCRETE CULVERT, IN THE TOP OF THE
 EK0423'SOUTH HEAD WALL, AND 10 FEET SOUTH OF THE TRACK.  A STANDARD
 EK0423'DISK, STAMPED G 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0331 ***********************************************************************
 FH0331  DESIGNATION -  G 67
 FH0331  PID         -  FH0331
 FH0331  STATE/COUNTY-  OK/LE FLORE
 FH0331  COUNTRY     -  US
 FH0331  USGS QUAD   -  POTEAU WEST (2018)
 FH0331
 FH0331                         *CURRENT SURVEY CONTROL
 FH0331  ______________________________________________________________________
 FH0331* NAD 83(1986) POSITION- 35 00 38.     (N) 094 40 02.     (W)   SCALED
 FH0331* NAVD 88 ORTHO HEIGHT -   159.136 (meters)      522.10  (feet) ADJUSTED
 FH0331  ______________________________________________________________________
 FH0331  GEOID HEIGHT    -        -31.473 (meters)                     GEOID18
 FH0331  DYNAMIC HEIGHT  -        158.975 (meters)      521.57  (feet) COMP
 FH0331  MODELED GRAVITY -    979,620.6   (mgal)                       NAVD 88
 FH0331
 FH0331  VERT ORDER      -  SECOND    CLASS 0
 FH0331
 FH0331.The horizontal coordinates were scaled from a map and have
 FH0331.an estimated accuracy of +/- 6 seconds.
 FH0331
 FH0331.The orthometric height was determined by differential leveling and
 FH0331.adjusted by the NATIONAL GEODETIC SURVEY
 FH0331.in June 1991.
 FH0331
 FH0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0331.GEOID18 height accuracy estimate available here.
 FH0331
 FH0331.Click photographs - Photos may exist for this station.
 FH0331
 FH0331.The dynamic height is computed by dividing the NAVD 88
 FH0331.geopotential number by the normal gravity value computed on the
 FH0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0331.degrees latitude (g = 980.6199 gals.).
 FH0331
 FH0331.The modeled gravity was interpolated from observed gravity values.
 FH0331
 FH0331;                    North         East    Units  Estimated Accuracy
 FH0331;SPC OK S     -   191,070.      904,140.      MT  (+/- 180 meters Scaled)
 FH0331
 FH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU478754(NAD 83)
 FH0331
 FH0331                          SUPERSEDED SURVEY CONTROL
 FH0331
 FH0331  NGVD 29 (??/??/92)  159.028  (m)          521.74   (f) ADJ UNCH    2 0
 FH0331
 FH0331.Superseded values are not recommended for survey control.
 FH0331
 FH0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0331.See file dsdata.pdf to determine how the superseded data were derived.
 FH0331
 FH0331_MARKER: DB = BENCH MARK DISK
 FH0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0331_SP_SET: CULVERT HEADWALL
 FH0331_STAMPING: G 67 1934
 FH0331_MARK LOGO: CGS
 FH0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0331+STABILITY: SURFACE MOTION
 FH0331
 FH0331  HISTORY     - Date     Condition        Report By
 FH0331  HISTORY     - 1934     MONUMENTED       CGS
 FH0331  HISTORY     - 1959     GOOD             CGS
 FH0331
 FH0331                          STATION DESCRIPTION
 FH0331
 FH0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0331'4.7 MI N FROM WISTER.
 FH0331'4.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0331'THE STATION AT WISTER, LE FLORE COUNTY, ABOUT 15 POLES SOUTH
 FH0331'OF MILEPOST 448, ON U.S. HIGHWAY 27, AT A CULVERT, AND IN THE
 FH0331'TOP OF THE WEST HEAD WALL.  A STANDARD DISK, STAMPED G 67 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0396 ***********************************************************************
 FH0396  DESIGNATION -  G 69
 FH0396  PID         -  FH0396
 FH0396  STATE/COUNTY-  OK/ADAIR
 FH0396  COUNTRY     -  US
 FH0396  USGS QUAD   -  STILWELL WEST (2019)
 FH0396
 FH0396                         *CURRENT SURVEY CONTROL
 FH0396  ______________________________________________________________________
 FH0396* NAD 83(1986) POSITION- 35 48 50.5    (N) 094 37 32.8    (W)   HD_HELD2
 FH0396* NAVD 88 ORTHO HEIGHT -   339.145 (meters)     1112.68  (feet) ADJUSTED
 FH0396  ______________________________________________________________________
 FH0396  GEOID HEIGHT    -        -28.765 (meters)                     GEOID18
 FH0396  DYNAMIC HEIGHT  -        338.836 (meters)     1111.66  (feet) COMP
 FH0396  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 FH0396
 FH0396  VERT ORDER      -  SECOND    CLASS 0
 FH0396
 FH0396.The horizontal coordinates were established by autonomous hand held GPS
 FH0396.observations and have an estimated accuracy of +/- 10 meters.
 FH0396
 FH0396.The orthometric height was determined by differential leveling and
 FH0396.adjusted by the NATIONAL GEODETIC SURVEY
 FH0396.in June 1991.
 FH0396
 FH0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0396.GEOID18 height accuracy estimate available here.
 FH0396
 FH0396.Click photographs - Photos may exist for this station.
 FH0396
 FH0396.The dynamic height is computed by dividing the NAVD 88
 FH0396.geopotential number by the normal gravity value computed on the
 FH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0396.degrees latitude (g = 980.6199 gals.).
 FH0396
 FH0396.The modeled gravity was interpolated from observed gravity values.
 FH0396
 FH0396;                    North         East    Units  Estimated Accuracy
 FH0396;SPC OK N     -    95,617.      904,873.      MT  (+/- 10 meters HH2 GPS)
 FH0396
 FH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5312264541(NAD 83)
 FH0396
 FH0396                          SUPERSEDED SURVEY CONTROL
 FH0396
 FH0396  NGVD 29 (??/??/92)  338.984  (m)         1112.15   (f) ADJ UNCH    2 0
 FH0396
 FH0396.Superseded values are not recommended for survey control.
 FH0396
 FH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0396.See file dsdata.pdf to determine how the superseded data were derived.
 FH0396
 FH0396_MARKER: DB = BENCH MARK DISK
 FH0396_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0396_SP_SET: BUILDING WALL
 FH0396_STAMPING: G 69 1934
 FH0396_MARK LOGO: CGS
 FH0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0396+STABILITY: SURFACE MOTION
 FH0396
 FH0396  HISTORY     - Date     Condition        Report By
 FH0396  HISTORY     - 1934     MONUMENTED       CGS
 FH0396  HISTORY     - 1960     GOOD             CGS
 FH0396  HISTORY     - 1987     GOOD             USPSQD
 FH0396  HISTORY     - 20030813 POOR             GEOCAC
 FH0396
 FH0396                          STATION DESCRIPTION
 FH0396
 FH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0396'AT STILWELL.
 FH0396'AT STILWELL KANSAS CITY SOUTHERN RAILROAD DEPOT IN KANSAS CITY
 FH0396'SOUTHERN RAILROAD DEPOT, TO THE LEFT OF WHITE WAITING ROOM DOOR.
 FH0396'4 FEET ABOVE THE FLOOR AT TICKET WINDOW.  FACING EAST.
 FH0396
 FH0396                          STATION RECOVERY (1960)
 FH0396
 FH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0396'RECOVERED IN GOOD CONDITION.
 FH0396
 FH0396                          STATION RECOVERY (1987)
 FH0396
 FH0396'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0396'RECOVERED IN GOOD CONDITION.
 FH0396
 FH0396                          STATION RECOVERY (2003)
 FH0396
 FH0396'RECOVERY NOTE BY GEOCACHING 2003 (BGR)
 FH0396'DISK HAS BEEN REMOVED BY VANDALS.  ORIGINAL HOLE REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0039 ***********************************************************************
 FJ0039  DESIGNATION -  G 7
 FJ0039  PID         -  FJ0039
 FJ0039  STATE/COUNTY-  OK/OKFUSKEE
 FJ0039  COUNTRY     -  US
 FJ0039  USGS QUAD   -  WELEETKA (2018)
 FJ0039
 FJ0039                         *CURRENT SURVEY CONTROL
 FJ0039  ______________________________________________________________________
 FJ0039* NAD 83(1986) POSITION- 35 19 50.     (N) 096 08 15.     (W)   SCALED
 FJ0039* NAVD 88 ORTHO HEIGHT -   209.528 (meters)      687.43  (feet) ADJUSTED
 FJ0039  ______________________________________________________________________
 FJ0039  GEOID HEIGHT    -        -28.837 (meters)                     GEOID18
 FJ0039  DYNAMIC HEIGHT  -        209.328 (meters)      686.77  (feet) COMP
 FJ0039  MODELED GRAVITY -    979,677.1   (mgal)                       NAVD 88
 FJ0039
 FJ0039  VERT ORDER      -  FIRST     CLASS II
 FJ0039
 FJ0039.The horizontal coordinates were scaled from a map and have
 FJ0039.an estimated accuracy of +/- 6 seconds.
 FJ0039
 FJ0039.The orthometric height was determined by differential leveling and
 FJ0039.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0039.in June 1991.
 FJ0039
 FJ0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0039.GEOID18 height accuracy estimate available here.
 FJ0039
 FJ0039.Click photographs - Photos may exist for this station.
 FJ0039
 FJ0039.The dynamic height is computed by dividing the NAVD 88
 FJ0039.geopotential number by the normal gravity value computed on the
 FJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0039.degrees latitude (g = 980.6199 gals.).
 FJ0039
 FJ0039.The modeled gravity was interpolated from observed gravity values.
 FJ0039
 FJ0039;                    North         East    Units  Estimated Accuracy
 FJ0039;SPC OK N     -    38,300.      769,340.      MT  (+/- 180 meters Scaled)
 FJ0039
 FJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE601134(NAD 83)
 FJ0039
 FJ0039                          SUPERSEDED SURVEY CONTROL
 FJ0039
 FJ0039  NGVD 29 (??/??/92)  209.414  (m)          687.05   (f) ADJ UNCH    1 2
 FJ0039
 FJ0039.Superseded values are not recommended for survey control.
 FJ0039
 FJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0039.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0039
 FJ0039_MARKER: DB = BENCH MARK DISK
 FJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0039_STAMPING: G 7 1933
 FJ0039_MARK LOGO: CGS
 FJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0039+STABILITY: SURFACE MOTION
 FJ0039
 FJ0039  HISTORY     - Date     Condition        Report By
 FJ0039  HISTORY     - 1933     MONUMENTED       CGS
 FJ0039  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0039
 FJ0039                          STATION DESCRIPTION
 FJ0039
 FJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0039'IN WELEETKA.
 FJ0039'75 FEET N. OF THE W. END OF THE FT.S. AND W.R.R. FREIGHT DEPOT
 FJ0039'AT WELEETKA, IN THE S.W. CORNER OF THE GROUNDS OF THE WENONAH
 FJ0039'HOTEL, INSIDE THE FENCE LINE.
 FJ0039
 FJ0039                          STATION RECOVERY (1964)
 FJ0039
 FJ0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0187 ***********************************************************************
 GG0187  DESIGNATION -  G 70
 GG0187  PID         -  GG0187
 GG0187  STATE/COUNTY-  OK/DELAWARE
 GG0187  COUNTRY     -  US
 GG0187  USGS QUAD   -  JAY (2018)
 GG0187
 GG0187                         *CURRENT SURVEY CONTROL
 GG0187  ______________________________________________________________________
 GG0187* NAD 83(1986) POSITION- 36 25 12.     (N) 094 47 52.     (W)   SCALED
 GG0187* NAVD 88 ORTHO HEIGHT -   314.977 (meters)     1033.39  (feet) ADJUSTED
 GG0187  ______________________________________________________________________
 GG0187  GEOID HEIGHT    -        -28.773 (meters)                     GEOID18
 GG0187  DYNAMIC HEIGHT  -        314.705 (meters)     1032.49  (feet) COMP
 GG0187  MODELED GRAVITY -    979,760.7   (mgal)                       NAVD 88
 GG0187
 GG0187  VERT ORDER      -  SECOND    CLASS 0
 GG0187
 GG0187.The horizontal coordinates were scaled from a map and have
 GG0187.an estimated accuracy of +/- 6 seconds.
 GG0187
 GG0187.The orthometric height was determined by differential leveling and
 GG0187.adjusted by the NATIONAL GEODETIC SURVEY
 GG0187.in June 1991.
 GG0187
 GG0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0187.GEOID18 height accuracy estimate available here.
 GG0187
 GG0187.Click photographs - Photos may exist for this station.
 GG0187
 GG0187.The dynamic height is computed by dividing the NAVD 88
 GG0187.geopotential number by the normal gravity value computed on the
 GG0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0187.degrees latitude (g = 980.6199 gals.).
 GG0187
 GG0187.The modeled gravity was interpolated from observed gravity values.
 GG0187
 GG0187;                    North         East    Units  Estimated Accuracy
 GG0187;SPC OK N     -   162,290.      887,120.      MT  (+/- 180 meters Scaled)
 GG0187
 GG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA388320(NAD 83)
 GG0187
 GG0187                          SUPERSEDED SURVEY CONTROL
 GG0187
 GG0187  NGVD 29 (??/??/92)  314.841  (m)         1032.94   (f) ADJ UNCH    2 0
 GG0187
 GG0187.Superseded values are not recommended for survey control.
 GG0187
 GG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0187.See file dsdata.pdf to determine how the superseded data were derived.
 GG0187
 GG0187_MARKER: DB = BENCH MARK DISK
 GG0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0187_STAMPING: G 70 1934
 GG0187_MARK LOGO: CGS
 GG0187_PROJECTION: FLUSH
 GG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0187+STABILITY: SURFACE MOTION
 GG0187
 GG0187  HISTORY     - Date     Condition        Report By
 GG0187  HISTORY     - 1934     MONUMENTED       CGS
 GG0187  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0187  HISTORY     - 1971     MARK NOT FOUND   NGS
 GG0187  HISTORY     - 19910323 MARK NOT FOUND   USPSQD
 GG0187
 GG0187                          STATION DESCRIPTION
 GG0187
 GG0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0187'AT JAY.
 GG0187'AT JAY, DELAWARE COUNTY, 30 FEET SOUTH OF THE SOUTHWEST CORNER OF
 GG0187'THE COURTHOUSE PROPERTY, AND ON THE CENTERLINE OF THE ROAD IN
 GG0187'FRONT OF THE LUMBER YARD.  A STANDARD MAGNETIC-STATION DISK,
 GG0187'STAMPED G 70 1934 AND SET IN THE TOP OF A CONCRETE POST LEVEL
 GG0187'WITH THE GROUND.  NOTE-- THIS MARK WAS DESCRIBED AS BEING IN
 GG0187'THE CENTER OF THE STREET.  IF IT IS STILL IN PLACE IT HAS BEEN
 GG0187'COVERED BY A HARD-SURFACED STREET MATERIAL.
 GG0187
 GG0187                          STATION RECOVERY (1971)
 GG0187
 GG0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GG0187'MARK NOT FOUND.
 GG0187
 GG0187                          STATION RECOVERY (1991)
 GG0187
 GG0187'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 GG0187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0365 ***********************************************************************
 GL0365  DESIGNATION -  G 71
 GL0365  PID         -  GL0365
 GL0365  STATE/COUNTY-  OK/CIMARRON
 GL0365  COUNTRY     -  US
 GL0365  USGS QUAD   -  KENTON NE (2018)
 GL0365
 GL0365                         *CURRENT SURVEY CONTROL
 GL0365  ______________________________________________________________________
 GL0365* NAD 83(1986) POSITION- 36 52 46.0    (N) 102 48 37.6    (W)   HD_HELD2
 GL0365* NAVD 88 ORTHO HEIGHT -  1304.945 (meters)     4281.31  (feet) ADJUSTED
 GL0365  ______________________________________________________________________
 GL0365  GEOID HEIGHT    -        -22.979 (meters)                     GEOID18
 GL0365  DYNAMIC HEIGHT  -       1303.511 (meters)     4276.60  (feet) COMP
 GL0365  MODELED GRAVITY -    979,486.9   (mgal)                       NAVD 88
 GL0365
 GL0365  VERT ORDER      -  SECOND    CLASS 0
 GL0365
 GL0365.The horizontal coordinates were established by autonomous hand held GPS
 GL0365.observations and have an estimated accuracy of +/- 10 meters.
 GL0365
 GL0365.The orthometric height was determined by differential leveling and
 GL0365.adjusted by the NATIONAL GEODETIC SURVEY
 GL0365.in June 1991.
 GL0365
 GL0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0365.GEOID18 height accuracy estimate available here.
 GL0365
 GL0365.Click photographs - Photos may exist for this station.
 GL0365
 GL0365.The dynamic height is computed by dividing the NAVD 88
 GL0365.geopotential number by the normal gravity value computed on the
 GL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0365.degrees latitude (g = 980.6199 gals.).
 GL0365
 GL0365.The modeled gravity was interpolated from observed gravity values.
 GL0365
 GL0365;                    North         East    Units  Estimated Accuracy
 GL0365;SPC OK N     -   219,161.      171,305.      MT  (+/- 10 meters HH2 GPS)
 GL0365
 GL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9513883737(NAD 83)
 GL0365
 GL0365                          SUPERSEDED SURVEY CONTROL
 GL0365
 GL0365.No superseded survey control is available for this station.
 GL0365
 GL0365_MARKER: DB = BENCH MARK DISK
 GL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0365_STAMPING: G 71 1935
 GL0365_MARK LOGO: CGS
 GL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0365+STABILITY: SURFACE MOTION
 GL0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0365+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0365
 GL0365  HISTORY     - Date     Condition        Report By
 GL0365  HISTORY     - 1935     MONUMENTED       CGS
 GL0365  HISTORY     - 1939     GOOD             CGS
 GL0365  HISTORY     - 20051008 GOOD             INDIV
 GL0365
 GL0365                          STATION DESCRIPTION
 GL0365
 GL0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0365'9.5 MI E FROM KENTON.
 GL0365'9.5 MI. E. OF ALONG U.S. HWY. NO. 64 175 FT. E. OF A HWY. SIGN S
 GL0365'CURVE, 140 FT. N.E. OF A CULVERT, AND 40 FT. E. OF THE CENTER LINE OF
 GL0365'A DRAW.
 GL0365
 GL0365                          STATION RECOVERY (1939)
 GL0365
 GL0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GL0365'RECOVERED IN GOOD CONDITION.
 GL0365
 GL0365                          STATION RECOVERY (2005)
 GL0365
 GL0365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0017 ***********************************************************************
 GL0017  DESIGNATION -  G 73
 GL0017  PID         -  GL0017
 GL0017  STATE/COUNTY-  OK/CIMARRON
 GL0017  COUNTRY     -  US
 GL0017  USGS QUAD   -  KEYES SW (2018)
 GL0017
 GL0017                         *CURRENT SURVEY CONTROL
 GL0017  ______________________________________________________________________
 GL0017* NAD 83(1986) POSITION- 36 45 43.     (N) 102 24 36.     (W)   SCALED
 GL0017* NAVD 88 ORTHO HEIGHT -  1242.113 (meters)     4075.17  (feet) ADJUSTED
 GL0017  ______________________________________________________________________
 GL0017  GEOID HEIGHT    -        -23.969 (meters)                     GEOID18
 GL0017  DYNAMIC HEIGHT  -       1240.763 (meters)     4070.74  (feet) COMP
 GL0017  MODELED GRAVITY -    979,501.5   (mgal)                       NAVD 88
 GL0017
 GL0017  VERT ORDER      -  SECOND    CLASS 0
 GL0017
 GL0017.The horizontal coordinates were scaled from a map and have
 GL0017.an estimated accuracy of +/- 6 seconds.
 GL0017
 GL0017.The orthometric height was determined by differential leveling and
 GL0017.adjusted by the NATIONAL GEODETIC SURVEY
 GL0017.in June 1991.
 GL0017
 GL0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0017.GEOID18 height accuracy estimate available here.
 GL0017
 GL0017.Click photographs - Photos may exist for this station.
 GL0017
 GL0017.The dynamic height is computed by dividing the NAVD 88
 GL0017.geopotential number by the normal gravity value computed on the
 GL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0017.degrees latitude (g = 980.6199 gals.).
 GL0017
 GL0017.The modeled gravity was interpolated from observed gravity values.
 GL0017
 GL0017;                    North         East    Units  Estimated Accuracy
 GL0017;SPC OK N     -   204,440.      206,370.      MT  (+/- 180 meters Scaled)
 GL0017
 GL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA311715(NAD 83)
 GL0017
 GL0017                          SUPERSEDED SURVEY CONTROL
 GL0017
 GL0017.No superseded survey control is available for this station.
 GL0017
 GL0017_MARKER: DB = BENCH MARK DISK
 GL0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0017_STAMPING: G 73 1935
 GL0017_MARK LOGO: CGS
 GL0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0017+STABILITY: SURFACE MOTION
 GL0017
 GL0017  HISTORY     - Date     Condition        Report By
 GL0017  HISTORY     - 1935     MONUMENTED       CGS
 GL0017  HISTORY     - 1941     MARK NOT FOUND   LOCSUR
 GL0017
 GL0017                          STATION DESCRIPTION
 GL0017
 GL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0017'8.0 MI E FROM BOISE CITY.
 GL0017'8.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 47 FT. E. OF THE
 GL0017'CENTER LINE OF THE CROSS ROAD, 50 FT. S. OF THE CENTER LINE OF THE
 GL0017'HWY., AND 2 1/2 FT. W. OF A TELEPHONE POLE, NEAR THE NORTHWEST CORNER
 GL0017'OF SECTION 3, T 3 N, R 6 E.  NOTE-- 1939 REPORT-CC HIGHWAY 64 HAS BEEN
 GL0017'RELOCATED, THE MARKS ARE AT ORDINARY COUNTRY CROSSROADS.
 GL0017
 GL0017                          STATION RECOVERY (1941)
 GL0017
 GL0017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 GL0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0747 ***********************************************************************
 GK0747  DESIGNATION -  G 74
 GK0747  PID         -  GK0747
 GK0747  STATE/COUNTY-  OK/TEXAS
 GK0747  COUNTRY     -  US
 GK0747  USGS QUAD   -  HOUGH (2018)
 GK0747
 GK0747                         *CURRENT SURVEY CONTROL
 GK0747  ______________________________________________________________________
 GK0747* NAD 83(1986) POSITION- 36 45 43.     (N) 101 32 49.     (W)   SCALED
 GK0747* NAVD 88 ORTHO HEIGHT -   946.375 (meters)     3104.90  (feet) ADJUSTED
 GK0747  ______________________________________________________________________
 GK0747  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 GK0747  DYNAMIC HEIGHT  -        945.400 (meters)     3101.70  (feet) COMP
 GK0747  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 GK0747
 GK0747  VERT ORDER      -  SECOND    CLASS 0
 GK0747
 GK0747.The horizontal coordinates were scaled from a map and have
 GK0747.an estimated accuracy of +/- 6 seconds.
 GK0747
 GK0747.The orthometric height was determined by differential leveling and
 GK0747.adjusted by the NATIONAL GEODETIC SURVEY
 GK0747.in June 1991.
 GK0747
 GK0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0747.GEOID18 height accuracy estimate available here.
 GK0747
 GK0747.Click photographs - Photos may exist for this station.
 GK0747
 GK0747.The dynamic height is computed by dividing the NAVD 88
 GK0747.geopotential number by the normal gravity value computed on the
 GK0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0747.degrees latitude (g = 980.6199 gals.).
 GK0747
 GK0747.The modeled gravity was interpolated from observed gravity values.
 GK0747
 GK0747;                    North         East    Units  Estimated Accuracy
 GK0747;SPC OK N     -   201,280.      283,370.      MT  (+/- 180 meters Scaled)
 GK0747
 GK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF726714(NAD 83)
 GK0747
 GK0747                          SUPERSEDED SURVEY CONTROL
 GK0747
 GK0747  NGVD 29 (??/??/92)  945.938  (m)         3103.46   (f) ADJ UNCH    2 0
 GK0747
 GK0747.Superseded values are not recommended for survey control.
 GK0747
 GK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0747.See file dsdata.pdf to determine how the superseded data were derived.
 GK0747
 GK0747_MARKER: DB = BENCH MARK DISK
 GK0747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0747_SP_SET: BOX CULVERT
 GK0747_STAMPING: G 74 1935
 GK0747_MARK LOGO: CGS
 GK0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0747+STABILITY: SURFACE MOTION
 GK0747
 GK0747  HISTORY     - Date     Condition        Report By
 GK0747  HISTORY     - 1935     MONUMENTED       CGS
 GK0747  HISTORY     - 1965     GOOD             USGS
 GK0747
 GK0747                          STATION DESCRIPTION
 GK0747
 GK0747'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0747'7.9 MI NW FROM GUYMON.
 GK0747'GUYMON, ABOUT 7.9 MI. NORTHWEST ALONG U.S. HWY 64 AND STATE HWY 3 FROM
 GK0747'THE TEXAS CO.  COURTHOUSE, ABOUT 1 MI. EAST OF A CROSSROADS.  NEAR COR
 GK0747'OF SECS. 3-4-33 AND 34, TWPS-3 AND 4-N, R-14-E.  110 FT WEST OF A
 GK0747'FENCE CORNER ON THE SOUTH SIDE OF THE HWY., 21 FT SOUTH OF THE
 GK0747'CENTERLINE OF HWY, AT EAST END OF A CONC. BOX CULVERT, IN TOP OF SOUTH
 GK0747'CURB.  A STD. USC AND GS TABLET STAMPED G 74 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0727 ***********************************************************************
 GK0727  DESIGNATION -  G 75
 GK0727  PID         -  GK0727
 GK0727  STATE/COUNTY-  OK/TEXAS
 GK0727  COUNTRY     -  US
 GK0727  USGS QUAD   -  EVA (2018)
 GK0727
 GK0727                         *CURRENT SURVEY CONTROL
 GK0727  ______________________________________________________________________
 GK0727* NAD 83(1986) POSITION- 36 51 41.     (N) 101 54 06.     (W)   SCALED
 GK0727* NAVD 88 ORTHO HEIGHT -  1067.633 (meters)     3502.73  (feet) ADJUSTED
 GK0727  ______________________________________________________________________
 GK0727  GEOID HEIGHT    -        -25.176 (meters)                     GEOID18
 GK0727  DYNAMIC HEIGHT  -       1066.515 (meters)     3499.06  (feet) COMP
 GK0727  MODELED GRAVITY -    979,547.8   (mgal)                       NAVD 88
 GK0727
 GK0727  VERT ORDER      -  SECOND    CLASS 0
 GK0727
 GK0727.The horizontal coordinates were scaled from a map and have
 GK0727.an estimated accuracy of +/- 6 seconds.
 GK0727
 GK0727.The orthometric height was determined by differential leveling and
 GK0727.adjusted by the NATIONAL GEODETIC SURVEY
 GK0727.in June 1991.
 GK0727
 GK0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0727.GEOID18 height accuracy estimate available here.
 GK0727
 GK0727.Click photographs - Photos may exist for this station.
 GK0727
 GK0727.The dynamic height is computed by dividing the NAVD 88
 GK0727.geopotential number by the normal gravity value computed on the
 GK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0727.degrees latitude (g = 980.6199 gals.).
 GK0727
 GK0727.The modeled gravity was interpolated from observed gravity values.
 GK0727
 GK0727;                    North         East    Units  Estimated Accuracy
 GK0727;SPC OK N     -   213,530.      252,160.      MT  (+/- 180 meters Scaled)
 GK0727
 GK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF413834(NAD 83)
 GK0727
 GK0727                          SUPERSEDED SURVEY CONTROL
 GK0727
 GK0727  NGVD 29 (??/??/92) 1067.149  (m)         3501.14   (f) ADJ UNCH    2 0
 GK0727
 GK0727.Superseded values are not recommended for survey control.
 GK0727
 GK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0727.See file dsdata.pdf to determine how the superseded data were derived.
 GK0727
 GK0727_MARKER: DB = BENCH MARK DISK
 GK0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0727_STAMPING: G 75 1935
 GK0727_MARK LOGO: CGS
 GK0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0727+STABILITY: SURFACE MOTION
 GK0727
 GK0727  HISTORY     - Date     Condition        Report By
 GK0727  HISTORY     - 1935     MONUMENTED       CGS
 GK0727  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0727
 GK0727                          STATION DESCRIPTION
 GK0727
 GK0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0727'4.6 MI N FROM EVA.
 GK0727'4.6 MILES NORTH ALONG THE ELKHART ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0727'0.2 MILE SOUTH OF A BRIDGE, 49 FEET EAST OF THE CENTER LINE OF THE
 GK0727'ROAD, 25 FEET SOUTH OF A POLE, AND 1 FOOT WEST OF THE FENCE-CORNER
 GK0727'POST. A STANDARD DISK, STAMPED G 75 1935 AND SET IN THE TOP OF
 GK0727'CONCRETE POST.
 GK0727
 GK0727                          STATION RECOVERY (1973)
 GK0727
 GK0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0727'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0304 ***********************************************************************
 FH0304  DESIGNATION -  G 76
 FH0304  PID         -  FH0304
 FH0304  STATE/COUNTY-  OK/SEQUOYAH
 FH0304  COUNTRY     -  US
 FH0304  USGS QUAD   -  MULDROW SW (2018)
 FH0304
 FH0304                         *CURRENT SURVEY CONTROL
 FH0304  ______________________________________________________________________
 FH0304* NAD 83(1986) POSITION- 35 22 09.     (N) 094 41 27.     (W)   SCALED
 FH0304* NAVD 88 ORTHO HEIGHT -   170.113 (meters)      558.11  (feet) ADJUSTED
 FH0304  ______________________________________________________________________
 FH0304  GEOID HEIGHT    -        -30.329 (meters)                     GEOID18
 FH0304  DYNAMIC HEIGHT  -        169.952 (meters)      557.58  (feet) COMP
 FH0304  MODELED GRAVITY -    979,686.6   (mgal)                       NAVD 88
 FH0304
 FH0304  VERT ORDER      -  SECOND    CLASS 0
 FH0304
 FH0304.The horizontal coordinates were scaled from a map and have
 FH0304.an estimated accuracy of +/- 6 seconds.
 FH0304
 FH0304.The orthometric height was determined by differential leveling and
 FH0304.adjusted by the NATIONAL GEODETIC SURVEY
 FH0304.in June 1991.
 FH0304
 FH0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0304.GEOID18 height accuracy estimate available here.
 FH0304
 FH0304.Click photographs - Photos may exist for this station.
 FH0304
 FH0304.The dynamic height is computed by dividing the NAVD 88
 FH0304.geopotential number by the normal gravity value computed on the
 FH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0304.degrees latitude (g = 980.6199 gals.).
 FH0304
 FH0304.The modeled gravity was interpolated from observed gravity values.
 FH0304
 FH0304;                    North         East    Units  Estimated Accuracy
 FH0304;SPC OK N     -    46,090.      900,680.      MT  (+/- 180 meters Scaled)
 FH0304
 FH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV463152(NAD 83)
 FH0304
 FH0304                          SUPERSEDED SURVEY CONTROL
 FH0304
 FH0304  NGVD 29 (??/??/92)  170.021  (m)          557.81   (f) ADJ UNCH    2 0
 FH0304
 FH0304.Superseded values are not recommended for survey control.
 FH0304
 FH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0304.See file dsdata.pdf to determine how the superseded data were derived.
 FH0304
 FH0304_MARKER: DB = BENCH MARK DISK
 FH0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0304_STAMPING: G 76 1940
 FH0304_MARK LOGO: CGS
 FH0304_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0304+STABILITY: SURFACE MOTION
 FH0304
 FH0304  HISTORY     - Date     Condition        Report By
 FH0304  HISTORY     - 1940     MONUMENTED       CGS
 FH0304
 FH0304                          STATION DESCRIPTION
 FH0304
 FH0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0304'1.4 MI S FROM GANS.
 FH0304'1.4 MILES SOUTH OF RR STATION IN GANS.  TO REACH FROM RR STATION
 FH0304'IN GANS PROCEED SOUTH ON STREET IN GANS, GO 0.1 MILE, TURN
 FH0304'LEFT AT STREET INTERSECTION IN GANS AND FOLLOW GRADED ROAD
 FH0304'SOUTHEASTERLY, GO 0.3 MILE, TAKE RIGHT FORK AND FOLLOW GRADED
 FH0304'ROAD SOUTH, GO 1.0 MILE.  BENCH MARK IS ALONG GRADED COUNTY
 FH0304'ROAD, 36 FEET WEST OF CENTER LINE OF ROAD, 9 FEET NORTH OF
 FH0304'EAST-WEST FENCE LINE, 7 FEET WEST OF NORTH-SOUTH FENCE LINE,
 FH0304'4 FEET SOUTH OF 4 X 4 INCH WOOD POST PAINTED WHITE PROJECTING
 FH0304'18 INCHES.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0322 ***********************************************************************
 FH0322  DESIGNATION -  G 77
 FH0322  PID         -  FH0322
 FH0322  STATE/COUNTY-  OK/SEQUOYAH
 FH0322  COUNTRY     -  US
 FH0322  USGS QUAD   -  FORT COFFEE (2018)
 FH0322
 FH0322                         *CURRENT SURVEY CONTROL
 FH0322  ______________________________________________________________________
 FH0322* NAD 83(1986) POSITION- 35 19 56.     (N) 094 31 51.     (W)   SCALED
 FH0322* NAVD 88 ORTHO HEIGHT -   130.245 (meters)      427.31  (feet) ADJUSTED
 FH0322  ______________________________________________________________________
 FH0322  GEOID HEIGHT    -        -30.413 (meters)                     GEOID18
 FH0322  DYNAMIC HEIGHT  -        130.121 (meters)      426.91  (feet) COMP
 FH0322  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 FH0322
 FH0322  VERT ORDER      -  SECOND    CLASS 0
 FH0322
 FH0322.The horizontal coordinates were scaled from a map and have
 FH0322.an estimated accuracy of +/- 6 seconds.
 FH0322
 FH0322.The orthometric height was determined by differential leveling and
 FH0322.adjusted by the NATIONAL GEODETIC SURVEY
 FH0322.in June 1991.
 FH0322
 FH0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0322.GEOID18 height accuracy estimate available here.
 FH0322
 FH0322.Click photographs - Photos may exist for this station.
 FH0322
 FH0322.The dynamic height is computed by dividing the NAVD 88
 FH0322.geopotential number by the normal gravity value computed on the
 FH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0322.degrees latitude (g = 980.6199 gals.).
 FH0322
 FH0322.The modeled gravity was interpolated from observed gravity values.
 FH0322
 FH0322;                    North         East    Units  Estimated Accuracy
 FH0322;SPC OK N     -    42,500.      915,360.      MT  (+/- 180 meters Scaled)
 FH0322
 FH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV608109(NAD 83)
 FH0322
 FH0322                          SUPERSEDED SURVEY CONTROL
 FH0322
 FH0322  NGVD 29 (??/??/92)  130.158  (m)          427.03   (f) ADJ UNCH    2 0
 FH0322
 FH0322.Superseded values are not recommended for survey control.
 FH0322
 FH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0322.See file dsdata.pdf to determine how the superseded data were derived.
 FH0322
 FH0322_MARKER: DB = BENCH MARK DISK
 FH0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0322_STAMPING: G 77 1940
 FH0322_MARK LOGO: CGS
 FH0322_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0322+STABILITY: SURFACE MOTION
 FH0322
 FH0322  HISTORY     - Date     Condition        Report By
 FH0322  HISTORY     - 1940     MONUMENTED       CGS
 FH0322  HISTORY     - 1964     MARK NOT FOUND   CGS
 FH0322
 FH0322                          STATION DESCRIPTION
 FH0322
 FH0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0322'8.6 MI SW FROM MOFFETT.
 FH0322'8.6 MILES SOUTHWEST OF SCHOOL BUILDING IN MOFFETT.  TO REACH
 FH0322'FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON U.S. HIGHWAY
 FH0322'NO. 64, GO 4.6 MILES, TURN LEFT (SOUTH) ONTO GRAVELED ROAD, GO
 FH0322'4.0 MILES.  BENCH MARK IS AT CROSS ROADS AND SECTION LINE, 1.0
 FH0322'MILE WEST OF PAW PAW SCHOOL, 44 FEET EAST OF CENTER LINE OF
 FH0322'NORTH-SOUTH ROAD, 28 FEET SOUTH OF CENTER LINE OF EAST-WEST
 FH0322'ROAD, 3.0 FEET EAST OF 4X4 INCH WOOD POST PAINTED WHITE
 FH0322'PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.6 FEET.
 FH0322
 FH0322                          STATION RECOVERY (1964)
 FH0322
 FH0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FH0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0594 ***********************************************************************
 FH0594  DESIGNATION -  G 78
 FH0594  PID         -  FH0594
 FH0594  STATE/COUNTY-  OK/MUSKOGEE
 FH0594  COUNTRY     -  US
 FH0594  USGS QUAD   -  STIGLER WEST (2018)
 FH0594
 FH0594                         *CURRENT SURVEY CONTROL
 FH0594  ______________________________________________________________________
 FH0594* NAD 83(1986) POSITION- 35 22 12.     (N) 095 10 00.     (W)   SCALED
 FH0594* NAVD 88 ORTHO HEIGHT -   160.901 (meters)      527.89  (feet) ADJUSTED
 FH0594  ______________________________________________________________________
 FH0594  GEOID HEIGHT    -        -30.247 (meters)                     GEOID18
 FH0594  DYNAMIC HEIGHT  -        160.749 (meters)      527.39  (feet) COMP
 FH0594  MODELED GRAVITY -    979,684.8   (mgal)                       NAVD 88
 FH0594
 FH0594  VERT ORDER      -  SECOND    CLASS 0
 FH0594
 FH0594.The horizontal coordinates were scaled from a map and have
 FH0594.an estimated accuracy of +/- 6 seconds.
 FH0594
 FH0594.The orthometric height was determined by differential leveling and
 FH0594.adjusted by the NATIONAL GEODETIC SURVEY
 FH0594.in June 1991.
 FH0594
 FH0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0594.GEOID18 height accuracy estimate available here.
 FH0594
 FH0594.Click photographs - Photos may exist for this station.
 FH0594
 FH0594.The dynamic height is computed by dividing the NAVD 88
 FH0594.geopotential number by the normal gravity value computed on the
 FH0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0594.degrees latitude (g = 980.6199 gals.).
 FH0594
 FH0594.The modeled gravity was interpolated from observed gravity values.
 FH0594
 FH0594;                    North         East    Units  Estimated Accuracy
 FH0594;SPC OK N     -    44,810.      857,450.      MT  (+/- 180 meters Scaled)
 FH0594
 FH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV031162(NAD 83)
 FH0594
 FH0594                          SUPERSEDED SURVEY CONTROL
 FH0594
 FH0594  NGVD 29 (??/??/92)  160.792  (m)          527.53   (f) ADJ UNCH    2 0
 FH0594
 FH0594.Superseded values are not recommended for survey control.
 FH0594
 FH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0594.See file dsdata.pdf to determine how the superseded data were derived.
 FH0594
 FH0594_MARKER: DB = BENCH MARK DISK
 FH0594_SETTING: 66 = SET IN ROCK OUTCROP
 FH0594_STAMPING: G 78 1940
 FH0594_MARK LOGO: CGS
 FH0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0594+STABILITY: POSITION/ELEVATION WELL
 FH0594
 FH0594  HISTORY     - Date     Condition        Report By
 FH0594  HISTORY     - 1940     MONUMENTED       CGS
 FH0594  HISTORY     - 1960     GOOD             CGS
 FH0594
 FH0594                          STATION DESCRIPTION
 FH0594
 FH0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0594'12.8 MILES SOUTHWEST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0594'FROM POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0594'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0594'ROAD AND CONTINUE SOUTHWARD ON GRAVELED ROAD AND GRADED ROAD,
 FH0594'GO 8.1 MILES, TURN RIGHT (WEST) ONTO GRADED ROAD, GO 2.0 MILES,
 FH0594'TURN LEFT (SOUTH) AT T-INTERSECTION ONTO DIRT ROAD, GO 2.0 MILES.
 FH0594'BENCH MARK IS ABOUT 0.2 MILE NORTH OF CANADIAN RIVER, ON THE
 FH0594'SOUTHWEST SLOPE OF A HILL, 150 FEET WEST FROM THE TOP, 16.5 FEET
 FH0594'SOUTH OF CENTER LINE OF ROAD, 15 FEET EAST OF A 15 INCH OAK
 FH0594'TREE, SET FLUSH AND HORIZONTALLY IN TOP OF A FLAT TOPPED SANDSTONE
 FH0594'BOULDER WHICH IS ABOUT 6 X 9 FEET AND PROJECTS ABOUT 1 FOOT.
 FH0594'NOTE-- THE MARK AND LARGE OAK TREE ARE JUST SOUTH OF A SIDE
 FH0594'ROAD LEADING SOUTH.
 FH0594
 FH0594                          STATION RECOVERY (1960)
 FH0594
 FH0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0734 ***********************************************************************
 FH0734  DESIGNATION -  G 79
 FH0734  PID         -  FH0734
 FH0734  STATE/COUNTY-  OK/WAGONER
 FH0734  COUNTRY     -  US
 FH0734  USGS QUAD   -  RED BIRD (2018)
 FH0734
 FH0734                         *CURRENT SURVEY CONTROL
 FH0734  ______________________________________________________________________
 FH0734* NAD 83(2011) POSITION- 35 56 24.89114(N) 095 32 33.95474(W)   ADJUSTED
 FH0734* NAD 83(2011) ELLIP HT-   144.416 (meters)        (01/04/23)   ADJUSTED
 FH0734* NAD 83(2011) EPOCH   -  2010.00
 FH0734* NAVD 88 ORTHO HEIGHT -   173.753 (meters)      570.05  (feet) ADJUSTED
 FH0734  ______________________________________________________________________
 FH0734  GEOID HEIGHT    -        -29.320 (meters)                     GEOID18
 FH0734  NAD 83(2011) X  -   -499,364.452 (meters)                     COMP
 FH0734  NAD 83(2011) Y  - -5,145,836.954 (meters)                     COMP
 FH0734  NAD 83(2011) Z  -  3,722,910.593 (meters)                     COMP
 FH0734  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 FH0734  DYNAMIC HEIGHT  -        173.599 (meters)      569.55  (feet) COMP
 FH0734  MODELED GRAVITY -    979,742.5   (mgal)                       NAVD 88
 FH0734
 FH0734  VERT ORDER      -  SECOND    CLASS 0
 FH0734
 FH0734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0734  Standards:
 FH0734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0734  -------------------------------------------------------------------
 FH0734  NETWORK    0.84   1.33           0.38   0.30   0.68      0.12212205
 FH0734  -------------------------------------------------------------------
 FH0734  Click here for local accuracies and other accuracy information.
 FH0734
 FH0734.The horizontal coordinates were established by GPS observations
 FH0734.and adjusted by the OK DEPT OF TRANSP in January 2023.
 FH0734
 FH0734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0734.been affixed to the stable North American tectonic plate. See 
 FH0734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0734
 FH0734.The horizontal coordinates are valid at the epoch date displayed above
 FH0734.which is a decimal equivalence of Year/Month/Day.
 FH0734
 FH0734.The orthometric height was determined by differential leveling and
 FH0734.adjusted by the NATIONAL GEODETIC SURVEY
 FH0734.in June 1991.
 FH0734
 FH0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0734.GEOID18 height accuracy estimate available here.
 FH0734
 FH0734.Click photographs - Photos may exist for this station.
 FH0734
 FH0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0734
 FH0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0734
 FH0734.The ellipsoidal height was determined by GPS observations
 FH0734.and is referenced to NAD 83.
 FH0734
 FH0734.The dynamic height is computed by dividing the NAVD 88
 FH0734.geopotential number by the normal gravity value computed on the
 FH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0734.degrees latitude (g = 980.6199 gals.).
 FH0734
 FH0734.The modeled gravity was interpolated from observed gravity values.
 FH0734
 FH0734. The following values were computed from the NAD 83(2011) position.
 FH0734
 FH0734;                    North         East     Units Scale Factor Converg.
 FH0734;SPC OK N     -   107,128.397   821,686.323   MT  0.99995323   +1 27 00.5
 FH0734;SPC OK N     -   351,470.42  2,695,815.88   sFT  0.99995323   +1 27 00.5
 FH0734;UTM  15      - 3,980,309.547   270,630.244   MT  1.00024831   -1 29 35.2
 FH0734
 FH0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0734!SPC OK N     -   0.99997733  x   0.99995323  =   0.99993057
 FH0734!UTM  15      -   0.99997733  x   1.00024831  =   1.00022564
 FH0734
 FH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7063080309(NAD 83)
 FH0734
 FH0734                          SUPERSEDED SURVEY CONTROL
 FH0734
 FH0734  NGVD 29 (??/??/92)  173.640  (m)          569.68   (f) ADJ UNCH    2 0
 FH0734
 FH0734.Superseded values are not recommended for survey control.
 FH0734
 FH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0734.See file dsdata.pdf to determine how the superseded data were derived.
 FH0734
 FH0734_MARKER: DB = BENCH MARK DISK
 FH0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0734_STAMPING: G 79 1940
 FH0734_MARK LOGO: CGS
 FH0734_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0734+STABILITY: SURFACE MOTION
 FH0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0734+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FH0734
 FH0734  HISTORY     - Date     Condition        Report By
 FH0734  HISTORY     - 1940     MONUMENTED       CGS
 FH0734  HISTORY     - 1962     GOOD             CGS
 FH0734  HISTORY     - 20030105 GOOD             INDIV
 FH0734  HISTORY     - 20070723 GOOD             OKDOT
 FH0734  HISTORY     - 20180710 GOOD             OKDOT
 FH0734  HISTORY     - 20221010 GOOD             OKDOT
 FH0734
 FH0734                          STATION DESCRIPTION
 FH0734
 FH0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FH0734'6.3 MI E FROM COWETA.
 FH0734'6.3 MILES EAST ALONG OLD HIGHWAY 51 FROM THE CITY WATER TANK
 FH0734'AT COWETA, WAGONER CO., 1540 FT. SE. OF CROSS ROADS, 33 FT NORTH
 FH0734'OF THE CENTER OF THE OLD HIGHWAY, AND 3 FT. EAST OF A WHITE
 FH0734'WITNESS POST.  A STANDARD POST DISK STAMPED G-7R 1940 AND SET
 FH0734'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT ABOVE GROUND.
 FH0734
 FH0734                          STATION RECOVERY (2003)
 FH0734
 FH0734'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MFL)
 FH0734'RECOVERED IN GOOD CONDITION.
 FH0734
 FH0734                          STATION RECOVERY (2007)
 FH0734
 FH0734'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (BIW)
 FH0734'RECOVERED IN GOOD CONDITION.
 FH0734
 FH0734                          STATION RECOVERY (2018)
 FH0734
 FH0734'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SDH)
 FH0734'RECOVERED IN GOOD CONDITION.
 FH0734
 FH0734                          STATION RECOVERY (2022)
 FH0734
 FH0734'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0194 ***********************************************************************
 FJ0194  DESIGNATION -  G 8
 FJ0194  PID         -  FJ0194
 FJ0194  STATE/COUNTY-  OK/LINCOLN
 FJ0194  COUNTRY     -  US
 FJ0194  USGS QUAD   -  DAVENPORT (2018)
 FJ0194
 FJ0194                         *CURRENT SURVEY CONTROL
 FJ0194  ______________________________________________________________________
 FJ0194* NAD 83(1986) POSITION- 35 38 24.     (N) 096 50 23.     (W)   SCALED
 FJ0194* NAVD 88 ORTHO HEIGHT -   244.029 (meters)      800.62  (feet) ADJUSTED
 FJ0194  ______________________________________________________________________
 FJ0194  GEOID HEIGHT    -        -27.895 (meters)                     GEOID18
 FJ0194  DYNAMIC HEIGHT  -        243.800 (meters)      799.87  (feet) COMP
 FJ0194  MODELED GRAVITY -    979,692.1   (mgal)                       NAVD 88
 FJ0194
 FJ0194  VERT ORDER      -  FIRST     CLASS II
 FJ0194
 FJ0194.The horizontal coordinates were scaled from a map and have
 FJ0194.an estimated accuracy of +/- 6 seconds.
 FJ0194
 FJ0194.The orthometric height was determined by differential leveling and
 FJ0194.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0194.in August 1994.
 FJ0194
 FJ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0194.GEOID18 height accuracy estimate available here.
 FJ0194
 FJ0194.Click photographs - Photos may exist for this station.
 FJ0194
 FJ0194.The dynamic height is computed by dividing the NAVD 88
 FJ0194.geopotential number by the normal gravity value computed on the
 FJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0194.degrees latitude (g = 980.6199 gals.).
 FJ0194
 FJ0194.The modeled gravity was interpolated from observed gravity values.
 FJ0194
 FJ0194;                    North         East    Units  Estimated Accuracy
 FJ0194;SPC OK N     -    71,640.      705,090.      MT  (+/- 180 meters Scaled)
 FJ0194
 FJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE955461(NAD 83)
 FJ0194
 FJ0194                          SUPERSEDED SURVEY CONTROL
 FJ0194
 FJ0194  NAVD 88 (06/15/91)  244.031  (m)          800.63   (f) SUPERSEDED  1 2
 FJ0194  NGVD 29 (??/??/92)  243.940  (m)          800.33   (f) ADJ UNCH    1 2
 FJ0194
 FJ0194.Superseded values are not recommended for survey control.
 FJ0194
 FJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0194.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0194
 FJ0194_MARKER: DB = BENCH MARK DISK
 FJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0194_STAMPING: G 8 1933
 FJ0194_MARK LOGO: CGS
 FJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0194+STABILITY: SURFACE MOTION
 FJ0194
 FJ0194  HISTORY     - Date     Condition        Report By
 FJ0194  HISTORY     - 1933     MONUMENTED       CGS
 FJ0194  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0194
 FJ0194                          STATION DESCRIPTION
 FJ0194
 FJ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0194'2.2 MI W FROM SPARKS.
 FJ0194'2 1/4 MILES W OF SPARKS ON FT. S. AND W. R.R. AT MP 174/06 1/2.
 FJ0194'30 FEET S. OF TRACK AND 50 FEET E. OF ROAD CROSSING.  MARK IS
 FJ0194'STAMPED G 8 1933.
 FJ0194
 FJ0194                          STATION RECOVERY (1973)
 FJ0194
 FJ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0330 ***********************************************************************
 GL0330  DESIGNATION -  G 80
 GL0330  PID         -  GL0330
 GL0330  STATE/COUNTY-  OK/CIMARRON
 GL0330  COUNTRY     -  US
 GL0330  USGS QUAD   -  BOISE CITY NW (2018)
 GL0330
 GL0330                         *CURRENT SURVEY CONTROL
 GL0330  ______________________________________________________________________
 GL0330* NAD 83(1986) POSITION- 36 44 00.4    (N) 102 38 34.6    (W)   HD_HELD2
 GL0330* NAVD 88 ORTHO HEIGHT -  1301.462 (meters)     4269.88  (feet) ADJUSTED
 GL0330  ______________________________________________________________________
 GL0330  GEOID HEIGHT    -        -23.450 (meters)                     GEOID18
 GL0330  DYNAMIC HEIGHT  -       1300.020 (meters)     4265.15  (feet) COMP
 GL0330  MODELED GRAVITY -    979,478.4   (mgal)                       NAVD 88
 GL0330
 GL0330  VERT ORDER      -  SECOND    CLASS 0
 GL0330
 GL0330.The horizontal coordinates were established by autonomous hand held GPS
 GL0330.observations and have an estimated accuracy of +/- 10 meters.
 GL0330
 GL0330.The orthometric height was determined by differential leveling and
 GL0330.adjusted by the NATIONAL GEODETIC SURVEY
 GL0330.in June 1991.
 GL0330
 GL0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0330.GEOID18 height accuracy estimate available here.
 GL0330
 GL0330.Click photographs - Photos may exist for this station.
 GL0330
 GL0330.The dynamic height is computed by dividing the NAVD 88
 GL0330.geopotential number by the normal gravity value computed on the
 GL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0330.degrees latitude (g = 980.6199 gals.).
 GL0330
 GL0330.The modeled gravity was interpolated from observed gravity values.
 GL0330
 GL0330;                    North         East    Units  Estimated Accuracy
 GL0330;SPC OK N     -   202,251.      185,446.      MT  (+/- 10 meters HH2 GPS)
 GL0330
 GL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1046867893(NAD 83)
 GL0330
 GL0330                          SUPERSEDED SURVEY CONTROL
 GL0330
 GL0330.No superseded survey control is available for this station.
 GL0330
 GL0330_MARKER: DB = BENCH MARK DISK
 GL0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0330_SP_SET: CULVERT HEADWALL
 GL0330_STAMPING: G 80 1941
 GL0330_MARK LOGO: CGS
 GL0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0330+STABILITY: SURFACE MOTION
 GL0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0330+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0330
 GL0330  HISTORY     - Date     Condition        Report By
 GL0330  HISTORY     - 1941     MONUMENTED       CGS
 GL0330  HISTORY     - 20051008 GOOD             INDIV
 GL0330
 GL0330                          STATION DESCRIPTION
 GL0330
 GL0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0330'7.3 MI W FROM BOISE CITY.
 GL0330'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0330'ON U.S. HIGHWAY NO. 64, GO 7.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0330'MARK IS AT A CROSS ROADS, SET HORIZONTALLY IN THE NORTH END OF THE
 GL0330'WEST HEADWALL OF CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD.  60.0
 GL0330'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF U.S.
 GL0330'HIGHWAY NO. 64.  15.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD.
 GL0330
 GL0330                          STATION RECOVERY (2005)
 GL0330
 GL0330'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0439 ***********************************************************************
 EL0439  DESIGNATION -  G 81
 EL0439  PID         -  EL0439
 EL0439  STATE/COUNTY-  OK/CARTER
 EL0439  COUNTRY     -  US
 EL0439  USGS QUAD   -  GENE AUTRY (2018)
 EL0439
 EL0439                         *CURRENT SURVEY CONTROL
 EL0439  ______________________________________________________________________
 EL0439* NAD 83(1986) POSITION- 34 18 12.     (N) 097 05 27.     (W)   SCALED
 EL0439* NAVD 88 ORTHO HEIGHT -   265.798 (meters)      872.04  (feet) ADJUSTED
 EL0439  ______________________________________________________________________
 EL0439  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 EL0439  DYNAMIC HEIGHT  -        265.528 (meters)      871.15  (feet) COMP
 EL0439  MODELED GRAVITY -    979,614.0   (mgal)                       NAVD 88
 EL0439
 EL0439  VERT ORDER      -  SECOND    CLASS 0
 EL0439
 EL0439.The horizontal coordinates were scaled from a map and have
 EL0439.an estimated accuracy of +/- 6 seconds.
 EL0439
 EL0439.The orthometric height was determined by differential leveling and
 EL0439.adjusted by the NATIONAL GEODETIC SURVEY
 EL0439.in June 1991.
 EL0439
 EL0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0439.GEOID18 height accuracy estimate available here.
 EL0439
 EL0439.Click photographs - Photos may exist for this station.
 EL0439
 EL0439.The dynamic height is computed by dividing the NAVD 88
 EL0439.geopotential number by the normal gravity value computed on the
 EL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0439.degrees latitude (g = 980.6199 gals.).
 EL0439
 EL0439.The modeled gravity was interpolated from observed gravity values.
 EL0439
 EL0439;                    North         East    Units  Estimated Accuracy
 EL0439;SPC OK S     -   107,970.      683,690.      MT  (+/- 180 meters Scaled)
 EL0439
 EL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC756974(NAD 83)
 EL0439
 EL0439                          SUPERSEDED SURVEY CONTROL
 EL0439
 EL0439  NGVD 29 (??/??/92)  265.742  (m)          871.86   (f) ADJ UNCH    2 0
 EL0439
 EL0439.Superseded values are not recommended for survey control.
 EL0439
 EL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0439.See file dsdata.pdf to determine how the superseded data were derived.
 EL0439
 EL0439_MARKER: DB = BENCH MARK DISK
 EL0439_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0439_SP_SET: CULVERT HEADWALL
 EL0439_STAMPING: G 81 1945
 EL0439_MARK LOGO: CGS
 EL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0439+STABILITY: SURFACE MOTION
 EL0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0439+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2024
 EL0439
 EL0439  HISTORY     - Date     Condition        Report By
 EL0439  HISTORY     - 1945     MONUMENTED       CGS
 EL0439  HISTORY     - 20240123 GOOD             OKDOT
 EL0439
 EL0439                          STATION DESCRIPTION
 EL0439
 EL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0439'3.6 MI SE FROM SPRINGER.
 EL0439'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 EL0439'OFFICE AT SPRINGER, THENCE EAST 3.0 MILES ALONG AN ASPHALT
 EL0439'ROAD TO SITE OF MARK, BENCH MARK IS ON TOP OF THE EAST END
 EL0439'OF THE NORTH HEADWALL OF A 4 FT X 6 FT CONCRETE CULVERT.
 EL0439'AN IRON DISK STAMPED G 81 1945 SET IN A DRILL HOLE IN CONCRETE
 EL0439'HEADWALL.
 EL0439
 EL0439                          STATION RECOVERY (2024)
 EL0439
 EL0439'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (CP)
 EL0439'MARK FOUND IN GOOD CONDITION, TIMBER GROWN ABOVE MARK, WE COULD NOT
 EL0439'GET AN ACCEPTABLE SOLUTION OBSERVATIONS USED WERE WELL BELOW THE 70
 EL0439'PERCENT ACCEPTABILITY RANGE.  WE DID 2 STATIC OBSERVATIONS WITH
 EL0439'SIMILAR RESULTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0270 ***********************************************************************
 FJ0270  DESIGNATION -  G 9
 FJ0270  PID         -  FJ0270
 FJ0270  STATE/COUNTY-  OK/OKLAHOMA
 FJ0270  COUNTRY     -  US
 FJ0270  USGS QUAD   -  JONES (2018)
 FJ0270
 FJ0270                         *CURRENT SURVEY CONTROL
 FJ0270  ______________________________________________________________________
 FJ0270* NAD 83(1986) POSITION- 35 32 21.     (N) 097 21 11.     (W)   SCALED
 FJ0270* NAVD 88 ORTHO HEIGHT -   362.430 (meters)     1189.07  (feet) ADJUSTED
 FJ0270  ______________________________________________________________________
 FJ0270  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 FJ0270  DYNAMIC HEIGHT  -        362.085 (meters)     1187.94  (feet) COMP
 FJ0270  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 FJ0270
 FJ0270  VERT ORDER      -  FIRST     CLASS II
 FJ0270
 FJ0270.The horizontal coordinates were scaled from a map and have
 FJ0270.an estimated accuracy of +/- 6 seconds.
 FJ0270
 FJ0270.The orthometric height was determined by differential leveling and
 FJ0270.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0270.in August 1994.
 FJ0270
 FJ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0270.GEOID18 height accuracy estimate available here.
 FJ0270
 FJ0270.Click photographs - Photos may exist for this station.
 FJ0270
 FJ0270.The dynamic height is computed by dividing the NAVD 88
 FJ0270.geopotential number by the normal gravity value computed on the
 FJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0270.degrees latitude (g = 980.6199 gals.).
 FJ0270
 FJ0270.The modeled gravity was interpolated from observed gravity values.
 FJ0270
 FJ0270;                    North         East    Units  Estimated Accuracy
 FJ0270;SPC OK N     -    60,020.      658,670.      MT  (+/- 180 meters Scaled)
 FJ0270
 FJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE493340(NAD 83)
 FJ0270
 FJ0270                          SUPERSEDED SURVEY CONTROL
 FJ0270
 FJ0270  NAVD 88 (06/15/91)  362.477  (m)         1189.23   (f) SUPERSEDED  1 2
 FJ0270  NGVD 29 (??/??/92)  362.341  (m)         1188.78   (f) ADJ UNCH    1 2
 FJ0270
 FJ0270.Superseded values are not recommended for survey control.
 FJ0270
 FJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0270.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0270
 FJ0270_MARKER: DB = BENCH MARK DISK
 FJ0270_STAMPING: G 9 1933
 FJ0270_MARK LOGO: CGS
 FJ0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0270
 FJ0270  HISTORY     - Date     Condition        Report By
 FJ0270  HISTORY     - 1933     MONUMENTED       CGS
 FJ0270  HISTORY     - 1934     GOOD             CGS
 FJ0270  HISTORY     - 20200914 MARK NOT FOUND   OKDOT
 FJ0270  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0270
 FJ0270                          STATION DESCRIPTION
 FJ0270
 FJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0270'1.9 MI E FROM SPENCER.
 FJ0270'1.9 MILES EAST 32 FT. NORTH CENTER LINE OF FRISCO R. R. AT M.P.
 FJ0270'528-31 POLES.  35 FT. EAST OF ROAD, 10 FT. EAST OF CATTLE GAP, 5 FT.
 FJ0270'EAST OF FENCE.
 FJ0270
 FJ0270                          STATION RECOVERY (1934)
 FJ0270
 FJ0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0270'RECOVERED IN GOOD CONDITION.
 FJ0270
 FJ0270                          STATION RECOVERY (2020)
 FJ0270
 FJ0270'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0270'MARK NOT FOUND.
 FJ0270
 FJ0270                          STATION RECOVERY (2022)
 FJ0270
 FJ0270'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0478 ***********************************************************************
 EM0478  DESIGNATION -  G 96
 EM0478  PID         -  EM0478
 EM0478  STATE/COUNTY-  OK/HARMON
 EM0478  COUNTRY     -  US
 EM0478  USGS QUAD   -  VINSON (2018)
 EM0478
 EM0478                         *CURRENT SURVEY CONTROL
 EM0478  ______________________________________________________________________
 EM0478* NAD 83(1986) POSITION- 34 54 01.     (N) 099 47 18.     (W)   SCALED
 EM0478* NAVD 88 ORTHO HEIGHT -   551.697 (meters)     1810.03  (feet) POSTED
 EM0478  ______________________________________________________________________
 EM0478  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 EM0478  DYNAMIC HEIGHT  -        551.10  (meters)     1808.1   (feet) COMP
 EM0478  MODELED GRAVITY -    979,539.0   (mgal)                       NAVD 88
 EM0478
 EM0478  VERT ORDER      -  * POSTED, SEE BELOW
 EM0478
 EM0478.The horizontal coordinates were scaled from a map and have
 EM0478.an estimated accuracy of +/- 6 seconds.
 EM0478
 EM0478.The orthometric height was determined by differential leveling
 EM0478.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0478
 EM0478.* This is a POSTED BENCH MARK height.
 EM0478
 EM0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0478.GEOID18 height accuracy estimate available here.
 EM0478
 EM0478.Click photographs - Photos may exist for this station.
 EM0478
 EM0478.The dynamic height is computed by dividing the NAVD 88
 EM0478.geopotential number by the normal gravity value computed on the
 EM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0478.degrees latitude (g = 980.6199 gals.).
 EM0478
 EM0478.The modeled gravity was interpolated from observed gravity values.
 EM0478
 EM0478;                    North         East    Units  Estimated Accuracy
 EM0478;SPC OK S     -   175,260.      436,570.      MT  (+/- 180 meters Scaled)
 EM0478
 EM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD279622(NAD 83)
 EM0478
 EM0478                          SUPERSEDED SURVEY CONTROL
 EM0478
 EM0478  NGVD 29 (??/??/92)  551.447  (m)         1809.21   (f) ADJ UNCH    2 0
 EM0478
 EM0478.Superseded values are not recommended for survey control.
 EM0478
 EM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0478.See file dsdata.pdf to determine how the superseded data were derived.
 EM0478
 EM0478_MARKER: DB = BENCH MARK DISK
 EM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0478_STAMPING: G 96 1934
 EM0478_MARK LOGO: CGS
 EM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0478+STABILITY: SURFACE MOTION
 EM0478
 EM0478  HISTORY     - Date     Condition        Report By
 EM0478  HISTORY     - 1934     MONUMENTED       CGS
 EM0478  HISTORY     - 1963     GOOD             CGS
 EM0478
 EM0478                          STATION DESCRIPTION
 EM0478
 EM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0478'3.8 MI E FROM VINSON.
 EM0478'3.8 MI.E. OF VINSON ON STATE HWY NO. 9 (5.2 MI. W. OF REED) 30 YDS. W.
 EM0478'OF SMALL CUT ON HWY., 4 FT. W. OF TELEPHONE POLE NO. 1025, 1 FT. N. OF
 EM0478'FENCE LINE, AND 54 FT. S. CENTER LINE OF HWY. NOTE-- BM IS 12 FT. E.
 EM0478'FROM THE FIRST TELEPHONE POLE E. OF A BRIDGE. 125 YDS NNE OF TWO
 EM0478'SILOS.
 EM0478
 EM0478                          STATION RECOVERY (1963)
 EM0478
 EM0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0245 ***********************************************************************
 EM0245  DESIGNATION -  G 97
 EM0245  PID         -  EM0245
 EM0245  STATE/COUNTY-  OK/JACKSON
 EM0245  COUNTRY     -  US
 EM0245  USGS QUAD   -  MARTHA (2018)
 EM0245
 EM0245                         *CURRENT SURVEY CONTROL
 EM0245  ______________________________________________________________________
 EM0245* NAD 83(1986) POSITION- 34 39 09.     (N) 099 25 36.     (W)   SCALED
 EM0245* NAVD 88 ORTHO HEIGHT -   418.393 (meters)     1372.68  (feet) POSTED
 EM0245  ______________________________________________________________________
 EM0245  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 EM0245  DYNAMIC HEIGHT  -        417.94  (meters)     1371.2   (feet) COMP
 EM0245  MODELED GRAVITY -    979,548.7   (mgal)                       NAVD 88
 EM0245
 EM0245  VERT ORDER      -  * POSTED, SEE BELOW
 EM0245
 EM0245.The horizontal coordinates were scaled from a map and have
 EM0245.an estimated accuracy of +/- 6 seconds.
 EM0245
 EM0245.The orthometric height was determined by differential leveling
 EM0245.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0245
 EM0245.* This is a POSTED BENCH MARK height.
 EM0245
 EM0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0245.GEOID18 height accuracy estimate available here.
 EM0245
 EM0245.Click photographs - Photos may exist for this station.
 EM0245
 EM0245.The dynamic height is computed by dividing the NAVD 88
 EM0245.geopotential number by the normal gravity value computed on the
 EM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0245.degrees latitude (g = 980.6199 gals.).
 EM0245
 EM0245.The modeled gravity was interpolated from observed gravity values.
 EM0245
 EM0245;                    North         East    Units  Estimated Accuracy
 EM0245;SPC OK S     -   147,250.      469,230.      MT  (+/- 180 meters Scaled)
 EM0245
 EM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD609345(NAD 83)
 EM0245
 EM0245                          SUPERSEDED SURVEY CONTROL
 EM0245
 EM0245  NGVD 29 (??/??/92)  418.196  (m)         1372.03   (f) ADJ UNCH    2 0
 EM0245
 EM0245.Superseded values are not recommended for survey control.
 EM0245
 EM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0245.See file dsdata.pdf to determine how the superseded data were derived.
 EM0245
 EM0245_MARKER: DB = BENCH MARK DISK
 EM0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0245_STAMPING: G 97 1934
 EM0245_MARK LOGO: CGS
 EM0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0245+STABILITY: SURFACE MOTION
 EM0245
 EM0245  HISTORY     - Date     Condition        Report By
 EM0245  HISTORY     - 1934     MONUMENTED       CGS
 EM0245  HISTORY     - 1962     GOOD             USGS
 EM0245  HISTORY     - 1963     GOOD             CGS
 EM0245
 EM0245                          STATION DESCRIPTION
 EM0245
 EM0245'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0245'6.3 MI NW FROM ALTUS.
 EM0245'ALTUS, 1.0 MILE NORTH AND 5.3 MILES WEST OF.  T. 2 N., R. 21 W., ABOUT
 EM0245'0.3 MILE WEST OF COR. SECS. 8, 9, 16 AND 17.  APPROX 1620 FT. WEST OF
 EM0245'SEC. CORNERS. 27 FT. NORTH, 69 FT. EAST AND 0.6 FT. BELOW ROAD FROM
 EM0245'POINT IN LINE WITH FENCE SOUTH.  85 FT. SOUTHWEST OF CENTER OF R.R.
 EM0245'BRIDGE.  263 FEET WEST AND 72 FT. NORTH OF STEEL CISTERN.  3 1/2 FT.
 EM0245'WEST-NORTHWEST OF POWER POLE.  IN CONC. POST PROJECTING 0.4 FT.
 EM0245'STANDARD DISK STAMPED G 97 1934 PAINTED BM 1372.0.
 EM0245
 EM0245                          STATION RECOVERY (1963)
 EM0245
 EM0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0343 ***********************************************************************
 EK0343  DESIGNATION -  G 99
 EK0343  PID         -  EK0343
 EK0343  STATE/COUNTY-  OK/MCCURTAIN
 EK0343  COUNTRY     -  US
 EK0343  USGS QUAD   -  BATTIEST (2018)
 EK0343
 EK0343                         *CURRENT SURVEY CONTROL
 EK0343  ______________________________________________________________________
 EK0343* NAD 83(1986) POSITION- 34 23 41.     (N) 094 55 28.     (W)   SCALED
 EK0343* NAVD 88 ORTHO HEIGHT -   251.355 (meters)      824.65  (feet) ADJUSTED
 EK0343  ______________________________________________________________________
 EK0343  GEOID HEIGHT    -        -30.900 (meters)                     GEOID18
 EK0343  DYNAMIC HEIGHT  -        251.080 (meters)      823.75  (feet) COMP
 EK0343  MODELED GRAVITY -    979,536.2   (mgal)                       NAVD 88
 EK0343
 EK0343  VERT ORDER      -  SECOND    CLASS 0
 EK0343
 EK0343.The horizontal coordinates were scaled from a map and have
 EK0343.an estimated accuracy of +/- 6 seconds.
 EK0343
 EK0343.The orthometric height was determined by differential leveling and
 EK0343.adjusted by the NATIONAL GEODETIC SURVEY
 EK0343.in June 1991.
 EK0343
 EK0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0343.GEOID18 height accuracy estimate available here.
 EK0343
 EK0343.Click photographs - Photos may exist for this station.
 EK0343
 EK0343.The dynamic height is computed by dividing the NAVD 88
 EK0343.geopotential number by the normal gravity value computed on the
 EK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0343.degrees latitude (g = 980.6199 gals.).
 EK0343
 EK0343.The modeled gravity was interpolated from observed gravity values.
 EK0343
 EK0343;                    North         East    Units  Estimated Accuracy
 EK0343;SPC OK S     -   122,040.      882,750.      MT  (+/- 180 meters Scaled)
 EK0343
 EK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU230076(NAD 83)
 EK0343
 EK0343                          SUPERSEDED SURVEY CONTROL
 EK0343
 EK0343  NGVD 29 (??/??/92)  251.288  (m)          824.43   (f) ADJ UNCH    2 0
 EK0343
 EK0343.Superseded values are not recommended for survey control.
 EK0343
 EK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0343.See file dsdata.pdf to determine how the superseded data were derived.
 EK0343
 EK0343_MARKER: DB = BENCH MARK DISK
 EK0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0343_SP_SET: CATTLE GUARD HEADWALL
 EK0343_STAMPING: G 99 1960
 EK0343_MARK LOGO: CGS
 EK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0343+STABILITY: SURFACE MOTION
 EK0343
 EK0343  HISTORY     - Date     Condition        Report By
 EK0343  HISTORY     - 1960     MONUMENTED       CGS
 EK0343
 EK0343                          STATION DESCRIPTION
 EK0343
 EK0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0343'AT BATTIEST.
 EK0343'AT BATTIEST, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL
 EK0343'OF A CATTLE GUARD AT THE SOUTHWEST ENTRANCE TO THE BATTIEST
 EK0343'SCHOOL, IN SECTION 7, R 23 E, T 2 S, 37 FEET NORTH OF THE
 EK0343'CENTER LINE OF THE ROAD, 10 FEET WEST OF THE CENTER LINE OF THE
 EK0343'ENTRANCE ROAD TO THE SCHOOL, 165 FEET EAST OF THE SOUTHEAST
 EK0343'CORNER OF THE POST OFFICE AND STORE, AND ABOUT 1 FOOT ABOVE THE
 EK0343'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0972 ***********************************************************************
 EL0972  DESIGNATION -  GADDIS
 EL0972  PID         -  EL0972
 EL0972  STATE/COUNTY-  OK/STEPHENS
 EL0972  COUNTRY     -  US
 EL0972  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0972
 EL0972                         *CURRENT SURVEY CONTROL
 EL0972  ______________________________________________________________________
 EL0972* NAD 83(1993) POSITION- 34 29 54.17829(N) 097 52 37.07442(W)   ADJUSTED
 EL0972* NAVD 88 ORTHO HEIGHT -   386.52  (+/-2cm)     1268.1   (feet) VERTCON3
 EL0972  ______________________________________________________________________
 EL0972  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 EL0972  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 EL0972  HORZ ORDER      -  FIRST
 EL0972  VERT ORDER      -  THIRD ? (See Below)
 EL0972
 EL0972.The horizontal coordinates were established by classical geodetic methods
 EL0972.and adjusted by the National Geodetic Survey in November 1994.
 EL0972
 EL0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0972
 EL0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0972.GEOID18 height accuracy estimate available here.
 EL0972
 EL0972.The vertical order pertains to the NGVD 29 superseded value.
 EL0972
 EL0972.Click photographs - Photos may exist for this station.
 EL0972
 EL0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0972
 EL0972. The following values were computed from the NAD 83(1993) position.
 EL0972
 EL0972;                    North         East     Units Scale Factor Converg.
 EL0972;SPC OK S     -   129,237.855   611,299.026   MT  0.99993706   +0 04 11.4
 EL0972;SPC OK S     -   424,007.86  2,005,570.22   sFT  0.99993706   +0 04 11.4
 EL0972;UTM  14      - 3,817,990.268   603,102.624   MT  0.99973103   +0 38 10.0
 EL0972
 EL0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0972!SPC OK S     -   0.99994338  x   0.99993706  =   0.99988045
 EL0972!UTM  14      -   0.99994338  x   0.99973103  =   0.99967443
 EL0972
 EL0972:                Primary Azimuth Mark                     Grid Az
 EL0972:SPC OK S     -  GADDIS AZ MK                             214 51 33.6
 EL0972:UTM  14      -  GADDIS AZ MK                             214 17 35.0
 EL0972
 EL0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0310217990(NAD 83)
 EL0972
 EL0972|---------------------------------------------------------------------|
 EL0972| PID    Reference Object                     Distance      Geod. Az  |
 EL0972|                                                           dddmmss.s |
 EL0972| CY1927 GADDIS AZ MK                                       2145545.0 |
 EL0972| CY1928 GADDIS RM 1                          22.450 METERS 27029     |
 EL0972| CY1930 GADDIS RM 3                          22.445 METERS 27030     |
 EL0972| EL0995 DUNCAN RADIO STA KRHD MAST          APPROX. 8.5 KM 2800923.8 |
 EL0972| EL1000 DUNCAN HALLIBURTON KKL 239 MW       APPROX. 9.1 KM 2974647.0 |
 EL0972| CY1929 GADDIS RM 2                          41.614 METERS 31414     |
 EL0972|---------------------------------------------------------------------|
 EL0972
 EL0972                          SUPERSEDED SURVEY CONTROL
 EL0972
 EL0972  NAD 83(1986)-  34 29 54.18219(N)    097 52 37.06006(W) AD(       ) 1
 EL0972  NAD 27      -  34 29 53.89100(N)    097 52 35.93600(W) AD(       ) 1
 EL0972  NGVD 29             386.43   (m)         1267.8    (f) LEVELING    3  
 EL0972
 EL0972.Superseded values are not recommended for survey control.
 EL0972
 EL0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0972.See file dsdata.pdf to determine how the superseded data were derived.
 EL0972
 EL0972_MARKER: DS = TRIANGULATION STATION DISK
 EL0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0972_STAMPING: GADDIS 1948
 EL0972_MARK LOGO: CGS
 EL0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0972+STABILITY: SURFACE MOTION
 EL0972
 EL0972  HISTORY     - Date     Condition        Report By
 EL0972  HISTORY     - 1948     MONUMENTED       CGS
 EL0972  HISTORY     - 1963     GOOD             CGS
 EL0972  HISTORY     - 1965     GOOD             CGS
 EL0972  HISTORY     - 1968     GOOD             CGS
 EL0972
 EL0972                          STATION DESCRIPTION
 EL0972
 EL0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0972'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF DUNCAN,
 EL0972'ABOUT 2 MILES WEST OF THE GADDIS SCHOOL AND 0.4 MILE NORTH
 EL0972'OF STATE HIGHWAY 7.  IT IS SITUATED ON TOP OF A 3 FOOT BANK,
 EL0972'20 FEET EAST OF THE CENTER OF THE ROAD, 4 FEET SOUTH OF A
 EL0972'REFERENCE POST AND 3 FEET WEST OF THE FENCE LINE.  THE DISK IS
 EL0972'STAMPED GADDIS 1948 AND PROJECTS 6 INCHES.
 EL0972'
 EL0972'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION AND
 EL0972'IS 3 FEET LOWER.  IT IS SET FLUSH AND THE DISK IS STAMPED
 EL0972'GADDIS NO 1 1948.
 EL0972'
 EL0972'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION
 EL0972'AND IS 5 FEET LOWER.  IT IS SET FLUSH, 1 FOOT EAST OF THE
 EL0972'FENCE LINE, AND THE DISK IS STAMPED GADDIS NO 2 1948.
 EL0972'
 EL0972'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH-SOUTHWEST OF THE
 EL0972'STATION, 35 FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET EAST
 EL0972'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF THE FENCE LINE.  THE
 EL0972'DISK IS STAMPED GADDIS 1948 AND PROJECTS 3 INCHES.
 EL0972'
 EL0972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 EL0972'AND STATE ROUTE 7 AT TRAFFIC LIGHT IN DUNCAN (THIS POINT IS
 EL0972'ONE BLOCK EAST OF THE COURT HOUSE) GO EAST ON STATE HIGHWAY
 EL0972'7 FOR 4.65 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 EL0972'EAST ON THE HIGHWAY FOR 0.25 MILE TO A T-ROAD LEFT, TURN LEFT
 EL0972'ON DIRT ROAD AND GO NORTH FOR 0.4 MILE TO TOP OF THE HILL
 EL0972'AND THE STATION ON THE RIGHT AS DESCRIBED.
 EL0972'
 EL0972'A 47 FOOT SIGNAL AT ARBUCKLE VELMA USGS 1902 IS VISIBLE AT
 EL0972'4 FEET.
 EL0972'
 EL0972'A 47 FOOT SIGNAL AT DEE CEE IS VISIBLE AT 4 FEET.
 EL0972'
 EL0972'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 4 FEET.
 EL0972'
 EL0972'A 4 FOOT SIGNAL AT RESERVOIR IS VISIBLE AT 4 FEET.
 EL0972'
 EL0972'A 74 FOOT SIGNAL AT OSARIA MARLOW 2 USGS IS VISIBLE AT 4 FEET.
 EL0972
 EL0972                          STATION RECOVERY (1963)
 EL0972
 EL0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0972'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 EL0972'AND FOUND IN GOOD CONDITION.  THE STATION IS IN THE NW 1/4
 EL0972'OF THE SW 1/4 OF SEC. 6, T. 1 S., R. 6 W.
 EL0972'
 EL0972'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 EL0972'HIGHWAY 7 AT THE SOUTHWEST EDGE OF DUNCAN, GO EAST ON HIGHWAY
 EL0972'7 FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 EL0972'EAST FOR 0.25 MILE TO CROSSROADS, TURN LEFT AND GO NORTH
 EL0972'FOR 0.4 MILE TO TOP OF HILL AND STATION ON THE RIGHT AS
 EL0972'DESCRIBED.
 EL0972
 EL0972                          STATION RECOVERY (1965)
 EL0972
 EL0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0972'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN
 EL0972'GOOD CONDITION AS DESCRIBED, PREVIOUS DESCRIPTION ADEQUATE
 EL0972'FOR RECOVERY.
 EL0972
 EL0972                          STATION RECOVERY (1968)
 EL0972
 EL0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0972'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE
 EL0972'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 EL0972'DESTROYED AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 EL0972'DISTANCES AND DIRECTIONS COMPARED FAVORABLE.  DUE TO SOME
 EL0972'CHANGES A NEW DISCRIPTION FOLLOWS.
 EL0972'
 EL0972'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF DUNCAN, ABOUT
 EL0972'2 MILES WEST OF THE GADDIS SCHOOL, 0.4 MILE NORTH OF STATE
 EL0972'HIGHWAY 7 AND ON A COUNTY ROAD RIGHT OF WAY.
 EL0972'
 EL0972'THE STATION IS A STANDARD DISK, STAMPED GADDIS 1948, SET IN
 EL0972'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL0972'6 INCHES.  IT IS 20-1/2 FEET EAST OF THE APPROXIMATE CENTER
 EL0972'OF A GRADED ROAD, 2.6 FEET WEST OF A NORTH-SOUTH FENCE LINE
 EL0972'AND 6.3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH
 EL0972'SIGN ATTACHED.
 EL0972'
 EL0972'TO REACH THE STATION FROM THE POST OFFICE IN DUNCAN, GO NORTH
 EL0972'ON 8TH STREET FOR 1 BLOCK TO MAIN STREET (BUSINESS ROUTE STATE
 EL0972'HIGHWAY 7).  TURN RIGHT AND GO EAST ON MAIN STREET FOR 1.65
 EL0972'MILES TO JUNCTION WITH STATE HIGHWAY 7.  CONTINUE EAST ON
 EL0972'STATE HIGHWAY 7 FOR 2.8 MILES TO AZIMUTH MARK ON THE LEFT.
 EL0972'CONTINUE AHEAD ON HIGHWAY FOR 0.25 MILE TO A GRADED SIDE ROAD
 EL0972'LEFT.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.4 MILE TO
 EL0972'TOP OF STEEP GRADE AND STATION ON THE RIGHT.
 EL0972'
 EL0972'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GADDIS NO 2
 EL0972'1948, THAT IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING
 EL0972'BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 EL0972'IS 52 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT EAST
 EL0972'OF A NORTH-SOUTH FENCE LINE.
 EL0972'
 EL0972'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GADDIS NO 3 1948
 EL0972'1968, CEMENTED IN A DRILLED HOLE IN TOP OF A LARGE ROCK OUTCROP
 EL0972'AND SET FLUSH WITH THE ROCK.  IT IS 52 FEET WEST OF THE CENTER
 EL0972'OF A GRADED ROAD AND 27 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 EL0972'
 EL0972'AZIMUTH MARK IS A STANDARD DISK, STAMPED GADDIS 1948, SET
 EL0972'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL0972'1 INCH.  IT IS 40 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 EL0972'7, 2.5 FEET WEST OF A METAL WITNESS POST WITH METAL SIGN
 EL0972'ATTACHED, 3.3 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 1.4
 EL0972'FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 475.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0900 ***********************************************************************
 FJ0900  DESIGNATION -  GADDY
 FJ0900  PID         -  FJ0900
 FJ0900  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0900  COUNTRY     -  US
 FJ0900  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0900
 FJ0900                         *CURRENT SURVEY CONTROL
 FJ0900  ______________________________________________________________________
 FJ0900* NAD 83(1993) POSITION- 35 19 58.10868(N) 097 02 56.64236(W)   ADJUSTED
 FJ0900* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 FJ0900  ______________________________________________________________________
 FJ0900  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 FJ0900  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 FJ0900  HORZ ORDER      -  FIRST
 FJ0900
 FJ0900.The horizontal coordinates were established by classical geodetic methods
 FJ0900.and adjusted by the National Geodetic Survey in November 1994.
 FJ0900
 FJ0900.The orthometric height was scaled from a topographic map.
 FJ0900
 FJ0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0900.GEOID18 height accuracy estimate available here.
 FJ0900
 FJ0900.Click photographs - Photos may exist for this station.
 FJ0900
 FJ0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0900
 FJ0900. The following values were computed from the NAD 83(1993) position.
 FJ0900
 FJ0900;                    North         East     Units Scale Factor Converg.
 FJ0900;SPC OK S     -   222,204.961   686,456.508   MT  1.00002117   +0 32 23.2
 FJ0900;SPC OK S     -   729,017.44  2,252,149.39   sFT  1.00002117   +0 32 23.2
 FJ0900;UTM  14      - 3,911,697.450   677,313.460   MT  0.99998747   +1 07 42.8
 FJ0900
 FJ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0900!SPC OK S     -   0.99994928  x   1.00002117  =   0.99997045
 FJ0900!UTM  14      -   0.99994928  x   0.99998747  =   0.99993675
 FJ0900
 FJ0900:                Primary Azimuth Mark                     Grid Az
 FJ0900:SPC OK S     -  GADDY AZ MK                              086 24 18.3
 FJ0900:UTM  14      -  GADDY AZ MK                              085 48 58.7
 FJ0900
 FJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7731311697(NAD 83)
 FJ0900
 FJ0900|---------------------------------------------------------------------|
 FJ0900| PID    Reference Object                     Distance      Geod. Az  |
 FJ0900|                                                           dddmmss.s |
 FJ0900| FJ1249 SHAWNEE TRANSOAK PLINE CO MAST      APPROX.15.3 KM 0551927.5 |
 FJ0900| CL5239 GADDY RM 1                           24.353 METERS 08251     |
 FJ0900| CL5238 GADDY AZ MK                                        0865641.5 |
 FJ0900| FJ1240 TECUMSEH MUNICIPAL TANK             APPROX.13.1 KM 1275453.1 |
 FJ0900| CL5240 GADDY RM 2                           19.868 METERS 18826     |
 FJ0900|---------------------------------------------------------------------|
 FJ0900
 FJ0900                          SUPERSEDED SURVEY CONTROL
 FJ0900
 FJ0900  NAD 83(1986)-  35 19 58.11431(N)    097 02 56.62449(W) AD(       ) 1
 FJ0900  NAD 27      -  35 19 57.86416(N)    097 02 55.53446(W) AD(       ) 1
 FJ0900
 FJ0900.Superseded values are not recommended for survey control.
 FJ0900
 FJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0900.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0900
 FJ0900_MARKER: DS = TRIANGULATION STATION DISK
 FJ0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0900_STAMPING: GADDY 1955
 FJ0900_MARK LOGO: CGS
 FJ0900_PROJECTION: FLUSH
 FJ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0900+STABILITY: SURFACE MOTION
 FJ0900
 FJ0900  HISTORY     - Date     Condition        Report By
 FJ0900  HISTORY     - 1955     MONUMENTED       CGS
 FJ0900  HISTORY     - 1957     GOOD             CGS
 FJ0900  HISTORY     - 1968     GOOD             OKDH
 FJ0900
 FJ0900                          STATION DESCRIPTION
 FJ0900
 FJ0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0900'THE STATION IS ALONG THE NORTHERN EDGE OF SEC. 24, T. 10 N.,
 FJ0900'R. 2 E. IN THE NORTHEAST CORNER OF A FARMYARD.  IT IS ABOUT 7
 FJ0900'MILES SOUTH AND 2-1/2 MILES EAST OF MC LOUD, 7 MILES WEST OF
 FJ0900'SHAWNEE AND 1.5 MILES SOUTHEAST OF THE SHAWNEE RESERVOIR DAM.
 FJ0900'IT IS ON LAND OWNED BY MRS. E.L. FERRIS.
 FJ0900'
 FJ0900'TO REACH FROM THE MAIN INTERSECTION IN MC LOUD GO EAST ON U.S.
 FJ0900'HIGHWAY 270 FOR 0.1 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT
 FJ0900'AND GO SOUTH ON THE GRAVEL ROAD FOR 6.1 MILES TO A CROSSROAD,
 FJ0900'TURN LEFT AND GO EAST FOR 1.2 MILES TO THE SHAWNEE RESERVOIR
 FJ0900'DAM, CONTINUE EAST AND SOUTHEAST ON THE SURFACED ROAD FOR 2.0
 FJ0900'MILES TO A REVERSE Y WITH A SERVICE STATION AND STORE IN THE
 FJ0900'NORTHEAST ANGLE.  TURN SHARP RIGHT AND GO 0.25 MILE TO A
 FJ0900'FARMHOUSE ON THE LEFT AND THE STATION ON THE LEFT ABOUT 100
 FJ0900'FEET SOUTH OF THE CENTER OF THE ROAD.
 FJ0900'
 FJ0900'THE STATION MARK IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER
 FJ0900'OF THE PORCH ON THE EAST SIDE OF THE FARMHOUSE, 62.6 FEET
 FJ0900'SOUTHEAST OF A POWER POLE, 15.6 FEET SOUTHEAST OF A FENCE
 FJ0900'CORNER, 10 FEET SOUTH OF A WOVEN-WIRE FENCE, 9.5 FEET SOUTH
 FJ0900'OF A WITNESS POST AND LEVEL WITH THE SURFACE OF THE GROUND.
 FJ0900'THE DISK IS STAMPED GADDY 1955.
 FJ0900'
 FJ0900'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 1 FOOT SOUTH OF
 FJ0900'THE WOVEN-WIRE FENCE AND PROJECTS 6 INCHES.  THE DISK IS
 FJ0900'STAMPED GADDY NO 1 1955.
 FJ0900'
 FJ0900'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 40.6 FEET EAST
 FJ0900'OF THE NORTHEAST CORNER OF THE PORCH, 2 FEET NORTH OF THE
 FJ0900'NORTH SIDE OF THE HOUSE EXTENDED, 1 FOOT EAST OF A WOVEN-WIRE
 FJ0900'FENCE AND PROJECTS 2 INCHES.  THE DISK IS STAMPED GADDY NO
 FJ0900'2 1955.
 FJ0900'
 FJ0900'THE AZIMUTH MARK, 0.45 MILE EAST OF THE STATION, IS 33 FEET
 FJ0900'NORTH OF THE CENTER OF THE HARD-SURFACED ROAD, 9 FEET EAST OF THE
 FJ0900'CENTER OF A PRIVATE DRIVEWAY, 1 FOOT SOUTHEAST OF A POWER POLE,
 FJ0900'1 FOOT WEST OF A WITNESS POST AND PROJECTS 4 INCHES.  THE
 FJ0900'DISK IS STAMPED GADDY 1955.
 FJ0900'
 FJ0900'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FJ0900'HARD-SURFACED ROAD FOR 0.25 MILE TO THE Y.  CONTINUE EAST
 FJ0900'FOR 0.2 MILE TO A HOUSE ON BOTH THE NORTH AND SOUTH SIDES OF
 FJ0900'THE ROAD AND THE MARK ON THE LEFT, NORTH.  THIS POINT IS 0.05
 FJ0900'MILE WEST OF A POINT WHERE A DOUBLE-POLE POWER LINE CROSSES THE
 FJ0900'ROAD.
 FJ0900'
 FJ0900'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FJ0900
 FJ0900                          STATION RECOVERY (1957)
 FJ0900
 FJ0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0900'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FJ0900'CONDITION.  THE DESCRIPTION OF THE STATION AND TO REACH THE
 FJ0900'STATION IS CORRECT AND ADEQUATE.
 FJ0900'
 FJ0900'HEIGHT OF LIGHT- 23 METERS.
 FJ0900
 FJ0900                          STATION RECOVERY (1968)
 FJ0900
 FJ0900'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0900'GADDY 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0900'
 FJ0900'GADDY NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0900'
 FJ0900'GADDY NO. 2 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0900'
 FJ0900'GADDY 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0900'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0723 ***********************************************************************
 GJ0723  DESIGNATION -  GAGE
 GJ0723  PID         -  GJ0723
 GJ0723  STATE/COUNTY-  OK/ELLIS
 GJ0723  COUNTRY     -  US
 GJ0723  USGS QUAD   -  GAGE (2018)
 GJ0723
 GJ0723                         *CURRENT SURVEY CONTROL
 GJ0723  ______________________________________________________________________
 GJ0723* NAD 83(1993) POSITION- 36 17 43.13046(N) 099 46 25.63706(W)   ADJUSTED
 GJ0723* NAVD 88 ORTHO HEIGHT -   670.    (meters)     2198.    (feet) SCALED
 GJ0723  ______________________________________________________________________
 GJ0723  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 GJ0723  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 GJ0723  HORZ ORDER      -  SECOND
 GJ0723
 GJ0723.This mark is at Gage Airport (GAG)
 GJ0723
 GJ0723.The horizontal coordinates were established by classical geodetic methods
 GJ0723.and adjusted by the National Geodetic Survey in November 1994.
 GJ0723
 GJ0723.The orthometric height was scaled from a topographic map.
 GJ0723
 GJ0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0723.GEOID18 height accuracy estimate available here.
 GJ0723
 GJ0723.Click photographs - Photos may exist for this station.
 GJ0723
 GJ0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0723
 GJ0723. The following values were computed from the NAD 83(1993) position.
 GJ0723
 GJ0723;                    North         East     Units Scale Factor Converg.
 GJ0723;SPC OK N     -   145,174.774   440,684.291   MT  0.99994789   -1 02 48.5
 GJ0723;SPC OK N     -   476,294.24  1,445,811.71   sFT  0.99994789   -1 02 48.5
 GJ0723;UTM  14      - 4,016,981.634   430,520.621   MT  0.99965948   -0 27 29.0
 GJ0723
 GJ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0723!SPC OK N     -   0.99989925  x   0.99994789  =   0.99984715
 GJ0723!UTM  14      -   0.99989925  x   0.99965948  =   0.99955877
 GJ0723
 GJ0723:                Primary Azimuth Mark                     Grid Az
 GJ0723:SPC OK N     -  GAGE AZ MK                               047 28 29.1
 GJ0723:UTM  14      -  GAGE AZ MK                               046 53 09.6
 GJ0723
 GJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3052016981(NAD 83)
 GJ0723
 GJ0723|---------------------------------------------------------------------|
 GJ0723| PID    Reference Object                     Distance      Geod. Az  |
 GJ0723|                                                           dddmmss.s |
 GJ0723| GJ0721 GAGE MUNICIPAL WATER TANK           APPROX. 3.4 KM 0321837.6 |
 GJ0723| CK9661 GAGE AZ MK                                         0462540.6 |
 GJ0723| GJ0695 RNG GAGE RADIO GA                   APPROX. 4.0 KM 0520119.7 |
 GJ0723| GJ0722 GAGE MUN AIRPORT BEACON             APPROX. 0.5 KM 0675932.4 |
 GJ0723| CK9662 GAGE RM 1                            24.473 METERS 10016     |
 GJ0723| GJ0307 R 81                                 29.945 METERS 19109     |
 GJ0723| GJ0730 VORTAC GAGE RADIO GAG               APPROX.11.0 KM 2992348.4 |
 GJ0723|---------------------------------------------------------------------|
 GJ0723
 GJ0723                          SUPERSEDED SURVEY CONTROL
 GJ0723
 GJ0723  NAD 83(1986)-  36 17 43.13701(N)    099 46 25.62592(W) AD(       ) 2
 GJ0723  NAD 27      -  36 17 42.99710(N)    099 46 24.20021(W) AD(       ) 2
 GJ0723
 GJ0723.Superseded values are not recommended for survey control.
 GJ0723
 GJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0723.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0723
 GJ0723_MARKER: DS = TRIANGULATION STATION DISK
 GJ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0723_STAMPING: GAGE 1963
 GJ0723_MARK LOGO: CGS
 GJ0723_PROJECTION: FLUSH
 GJ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0723+STABILITY: SURFACE MOTION
 GJ0723
 GJ0723  HISTORY     - Date     Condition        Report By
 GJ0723  HISTORY     - 1963     MONUMENTED       CGS
 GJ0723
 GJ0723                          STATION DESCRIPTION
 GJ0723
 GJ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0723'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF GAGE, ON THE GROUNDS OF
 GJ0723'THE GAGE MUNICIPAL AIRPORT.
 GJ0723'
 GJ0723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 46
 GJ0723'AT THE SOUTH EDGE OF GAGE, GO SOUTH ON HIGHWAY 46 FOR 0.75 MILE TO A
 GJ0723'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.65 MILE TO
 GJ0723'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.2 MILE TO A
 GJ0723'GATE AT A SIGN AIRPORT.  TURN RIGHT AND CONTINUE WESTERLY ON A
 GJ0723'WINDING ROAD FOR 0.5 MILE TO THE ADMISITRATION BUILDING AND
 GJ0723'THE STATION.
 GJ0723'
 GJ0723'THE STATION MARK IS A STANDARD DISK, STAMPED GAGE 1963, SET IN THE
 GJ0723'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0723'74.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 270
 GJ0723'FEET EAST-NORTHEAST OF THE INTERSECTION OF THE MAIN LANDING STRIP
 GJ0723'AND THE TAXI STRIP AND 3.0 FEET EAST OF A WITNESS POST.
 GJ0723'
 GJ0723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAGE NO 1 1963, SET IN
 GJ0723'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0723'IS 86 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING AND AT
 GJ0723'ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0723'
 GJ0723'BENCH MARK R 81 IS A STANDARD DISK, STAMPED R 81 1945, CEMENTED IN
 GJ0723'A DRILL HOLE IN THE CONCRETE PATIO OF THE ADMINSTRATION BUILDING.
 GJ0723'IT IS 21.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING
 GJ0723'AND 34.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING
 GJ0723'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0723'
 GJ0723'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GAGE 1963, SET IN THE
 GJ0723'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 GJ0723'45.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A
 GJ0723'FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0722 ***********************************************************************
 GJ0722  DESIGNATION -  GAGE MUN AIRPORT BEACON
 GJ0722  PID         -  GJ0722
 GJ0722  STATE/COUNTY-  OK/ELLIS
 GJ0722  COUNTRY     -  US
 GJ0722  USGS QUAD   -  GAGE (2018)
 GJ0722
 GJ0722                         *CURRENT SURVEY CONTROL
 GJ0722  ______________________________________________________________________
 GJ0722* NAD 83(1993) POSITION- 36 17 49.57961(N) 099 46 05.92436(W)   ADJUSTED
 GJ0722  ______________________________________________________________________
 GJ0722  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GJ0722  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 GJ0722  HORZ ORDER      -  THIRD
 GJ0722
 GJ0722.This mark is at Gage Airport (GAG)
 GJ0722
 GJ0722.The horizontal coordinates were established by classical geodetic methods
 GJ0722.and adjusted by the National Geodetic Survey in November 1994.
 GJ0722
 GJ0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0722.GEOID18 height accuracy estimate available here.
 GJ0722
 GJ0722.Click photographs - Photos may exist for this station.
 GJ0722
 GJ0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0722
 GJ0722. The following values were computed from the NAD 83(1993) position.
 GJ0722
 GJ0722;                    North         East     Units Scale Factor Converg.
 GJ0722;SPC OK N     -   145,364.545   441,179.671   MT  0.99994796   -1 02 36.8
 GJ0722;SPC OK N     -   476,916.84  1,447,436.97   sFT  0.99994796   -1 02 36.8
 GJ0722;UTM  14      - 4,017,176.428   431,013.882   MT  0.99965864   -0 27 17.4
 GJ0722
 GJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3101317176(NAD 83)
 GJ0722
 GJ0722                          SUPERSEDED SURVEY CONTROL
 GJ0722
 GJ0722  NAD 83(1986)-  36 17 49.58606(N)    099 46 05.91311(W) AD(       ) 3
 GJ0722  NAD 27      -  36 17 49.44793(N)    099 46 04.48240(W) AD(       ) 3
 GJ0722
 GJ0722.Superseded values are not recommended for survey control.
 GJ0722
 GJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0722.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0722
 GJ0722_MARKER: 21 = AIRPORT BEACON
 GJ0722
 GJ0722  HISTORY     - Date     Condition        Report By
 GJ0722  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0722
 GJ0722                          STATION DESCRIPTION
 GJ0722
 GJ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0722'THE STATION IS THE CENTER OF THE TOP OF A REVOLVING LIGHT MOUNTED
 GJ0722'ON A FOUR LEGGED STEEL STRUCTURE, THE OVERALL HEIGHT BEING 50 FEET.
 GJ0722'IT IS ABOUT 2 MILES SOUTHWEST OF GAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0721 ***********************************************************************
 GJ0721  DESIGNATION -  GAGE MUNICIPAL WATER TANK
 GJ0721  PID         -  GJ0721
 GJ0721  STATE/COUNTY-  OK/ELLIS
 GJ0721  COUNTRY     -  US
 GJ0721  USGS QUAD   -  GAGE (2018)
 GJ0721
 GJ0721                         *CURRENT SURVEY CONTROL
 GJ0721  ______________________________________________________________________
 GJ0721* NAD 83(1993) POSITION- 36 19 17.02021(N) 099 45 12.25590(W)   ADJUSTED
 GJ0721  ______________________________________________________________________
 GJ0721  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0721  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 GJ0721  HORZ ORDER      -  THIRD
 GJ0721
 GJ0721.The horizontal coordinates were established by classical geodetic methods
 GJ0721.and adjusted by the National Geodetic Survey in November 1994.
 GJ0721
 GJ0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0721.GEOID18 height accuracy estimate available here.
 GJ0721
 GJ0721.Click photographs - Photos may exist for this station.
 GJ0721
 GJ0721.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0721
 GJ0721. The following values were computed from the NAD 83(1993) position.
 GJ0721
 GJ0721;                    North         East     Units Scale Factor Converg.
 GJ0721;SPC OK N     -   148,034.911   442,567.144   MT  0.99994900   -1 02 05.2
 GJ0721;SPC OK N     -   485,677.87  1,451,989.04   sFT  0.99994900   -1 02 05.2
 GJ0721;UTM  14      - 4,019,860.125   432,373.453   MT  0.99965635   -0 26 46.6
 GJ0721
 GJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3237319860(NAD 83)
 GJ0721
 GJ0721                          SUPERSEDED SURVEY CONTROL
 GJ0721
 GJ0721  NAD 83(1986)-  36 19 17.02674(N)    099 45 12.24449(W) AD(       ) 3
 GJ0721  NAD 27      -  36 19 16.88852(N)    099 45 10.81836(W) AD(       ) 3
 GJ0721
 GJ0721.Superseded values are not recommended for survey control.
 GJ0721
 GJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0721.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0721
 GJ0721_MARKER: 53 = ELEVATED TANK
 GJ0721
 GJ0721  HISTORY     - Date     Condition        Report By
 GJ0721  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0721
 GJ0721                          STATION DESCRIPTION
 GJ0721
 GJ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0721'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH ELEVATED
 GJ0721'TANK, LOCATED 0.2 MILE EAST OF THE CENTER OF THE TOWN AND ABOUT 300
 GJ0721'FEET NORTH OF A RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0764 ***********************************************************************
 GJ0764  DESIGNATION -  GAGEPORT
 GJ0764  PID         -  GJ0764
 GJ0764  STATE/COUNTY-  OK/ELLIS
 GJ0764  COUNTRY     -  US
 GJ0764  USGS QUAD   -  GAGE (2018)
 GJ0764
 GJ0764                         *CURRENT SURVEY CONTROL
 GJ0764  ______________________________________________________________________
 GJ0764* NAD 83(1993) POSITION- 36 18 09.25372(N) 099 46 34.14071(W)   ADJUSTED
 GJ0764* NAD 83(1993) ELLIP HT-   636.531 (meters)        (11/28/94)   ADJUSTED
 GJ0764* NAVD 88 ORTHO HEIGHT -   665.0   (meters)     2182.    (feet) VERTCON3
 GJ0764  ______________________________________________________________________
 GJ0764  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GJ0764  NAD 83(1993) X  -   -873,907.075 (meters)                     COMP
 GJ0764  NAD 83(1993) Y  - -5,071,968.920 (meters)                     COMP
 GJ0764  NAD 83(1993) Z  -  3,755,678.049 (meters)                     COMP
 GJ0764  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 GJ0764  HORZ ORDER      -  SECOND
 GJ0764  ELLP ORDER      -  FIFTH     CLASS I
 GJ0764
 GJ0764.This mark is at Gage Airport (GAG)
 GJ0764
 GJ0764.The horizontal coordinates were established by GPS observations
 GJ0764.and adjusted by the National Geodetic Survey in November 1994.
 GJ0764
 GJ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0764
 GJ0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0764.GEOID18 height accuracy estimate available here.
 GJ0764
 GJ0764.Click photographs - Photos may exist for this station.
 GJ0764
 GJ0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0764
 GJ0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0764
 GJ0764.The ellipsoidal height was determined by GPS observations
 GJ0764.and is referenced to NAD 83.
 GJ0764
 GJ0764. The following values were computed from the NAD 83(1993) position.
 GJ0764
 GJ0764;                    North         East     Units Scale Factor Converg.
 GJ0764;SPC OK N     -   145,983.687   440,486.886   MT  0.99994818   -1 02 53.5
 GJ0764;SPC OK N     -   478,948.15  1,445,164.06   sFT  0.99994818   -1 02 53.5
 GJ0764;UTM  14      - 4,017,788.242   430,314.974   MT  0.99965983   -0 27 34.3
 GJ0764
 GJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0764!SPC OK N     -   0.99990011  x   0.99994818  =   0.99984830
 GJ0764!UTM  14      -   0.99990011  x   0.99965983  =   0.99955997
 GJ0764
 GJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3031417788(NAD 83)
 GJ0764
 GJ0764                          SUPERSEDED SURVEY CONTROL
 GJ0764
 GJ0764  NAD 83(1986)-  36 18 09.26033(N)    099 46 34.12947(W) AD(       ) 2
 GJ0764  NGVD 29 (11/30/89)  664.7    (m)  RAPSU86  model used  GPS OBS        
 GJ0764
 GJ0764.Superseded values are not recommended for survey control.
 GJ0764
 GJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0764.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0764
 GJ0764_MARKER: I = METAL ROD
 GJ0764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0764_STAMPING: GAGEPORT 1989
 GJ0764_MARK LOGO: NGS
 GJ0764_PROJECTION: FLUSH
 GJ0764_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0764+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GJ0764_ROD/PIPE-DEPTH: 18.3 meters
 GJ0764_SLEEVE-DEPTH  : 1.0 meters
 GJ0764
 GJ0764  HISTORY     - Date     Condition        Report By
 GJ0764  HISTORY     - 1989     MONUMENTED       NGS
 GJ0764
 GJ0764                          STATION DESCRIPTION
 GJ0764
 GJ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0764'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHWEST OF GAGE, AT
 GJ0764'THE GAGE-SHATTUCK MUNICIPAL AIRPORT, ALONG THE EAST SIDE AND NEAR THE
 GJ0764'NORTH END OF RUNWAY 17-35.  OWNERSHIP---TOWNS OF GAGE AND SHATTUCK,
 GJ0764'C/O AIRPORT MANAGER DIX ROPER, BOX 232, GAGE OK 73843.  PHONE (405)
 GJ0764'885-7888 OR (405) 923-3611.
 GJ0764'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 46 IN
 GJ0764'GAGE, GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON HIGHWAY 15 TO A PAVED
 GJ0764'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.9 KM (1.20 MI) ON AIRPORT
 GJ0764'ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.7 KM
 GJ0764'(0.45 MI) ON THE AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD LEFT.  TURN
 GJ0764'LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD TO A
 GJ0764'Y-INTERSECTION.  BEAR RIGHT AND GO WESTERLY FOR 0.1 KM (0.05 MI)
 GJ0764',PASSING BETWEEN TWO HANGARS, TO AN APRON.  TURN RIGHT AND GO
 GJ0764'NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON TO A CONNECTING
 GJ0764'TAXIWAY LEFT.  TURN LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE
 GJ0764'CONNECTING TAXIWAY TO RUNWAY 17-35.  TURN RIGHT AND GO NORTH FOR 0.7
 GJ0764'KM (0.45 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE A
 GJ0764'CONNECTING TAXIWAY RIGHT.
 GJ0764'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0764'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 18.3 METERS TO SLOW TIME
 GJ0764'MET IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER
 GJ0764'ENCASED IN A PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH
 GJ0764'THE GROUND.  LOCATED 12.3 M (40.4 FT) SOUTHEAST FROM THE SOUTHEAST
 GJ0764'ANGLE OF THE JUNCTION OF RUNWAY 17-35 AND A CONNECTING TAXIWAY, 11.3 M
 GJ0764'(37.1 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF A CONNECTING TAXIWAY,
 GJ0764'9.0 M (29.5 FT) EAST FROM THE EAST EDGE OF RUNWAY 17-35, AND 8.3 M
 GJ0764'(27.2 FT) WEST-NORTHWEST OF A RUNWAY LIGHT.
 GJ0764'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1132 ***********************************************************************
 FH1132  DESIGNATION -  GAINES
 FH1132  PID         -  FH1132
 FH1132  STATE/COUNTY-  OK/PITTSBURG
 FH1132  COUNTRY     -  US
 FH1132  USGS QUAD   -  BLOCKER (2018)
 FH1132
 FH1132                         *CURRENT SURVEY CONTROL
 FH1132  ______________________________________________________________________
 FH1132* NAD 83(1993) POSITION- 35 05 27.67307(N) 095 34 53.66832(W)   ADJUSTED
 FH1132* NAVD 88 ORTHO HEIGHT -   335.8   (meters)     1102.    (feet) VERTCON3
 FH1132  ______________________________________________________________________
 FH1132  GEOID HEIGHT    -        -30.303 (meters)                     GEOID18
 FH1132  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 FH1132  HORZ ORDER      -  FIRST
 FH1132
 FH1132.The horizontal coordinates were established by classical geodetic methods
 FH1132.and adjusted by the National Geodetic Survey in November 1994.
 FH1132
 FH1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1132
 FH1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1132.GEOID18 height accuracy estimate available here.
 FH1132
 FH1132.Click photographs - Photos may exist for this station.
 FH1132
 FH1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1132
 FH1132. The following values were computed from the NAD 83(1993) position.
 FH1132
 FH1132;                    North         East     Units Scale Factor Converg.
 FH1132;SPC OK S     -   197,614.420   820,502.265   MT  0.99997497   +1 22 21.9
 FH1132;SPC OK S     -   648,339.98  2,691,931.18   sFT  0.99997497   +1 22 21.9
 FH1132;UTM  15      - 3,886,186.064   264,660.991   MT  1.00028263   -1 29 05.2
 FH1132
 FH1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1132!SPC OK S     -   0.99995205  x   0.99997497  =   0.99992702
 FH1132!UTM  15      -   0.99995205  x   1.00028263  =   1.00023466
 FH1132
 FH1132:                Primary Azimuth Mark                     Grid Az
 FH1132:SPC OK S     -  EUFAULA                                  352 31 03.6
 FH1132:UTM  15      -  EUFAULA                                  355 22 30.7
 FH1132
 FH1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU6466086186(NAD 83)
 FH1132
 FH1132|---------------------------------------------------------------------|
 FH1132| PID    Reference Object                     Distance      Geod. Az  |
 FH1132|                                                           dddmmss.s |
 FH1132| CI0970 GAINES RM 3                          41.600 METERS 15930     |
 FH1132| CI0968 GAINES RM 1                          10.795 METERS 18026     |
 FH1132| CI0969 GAINES RM 2                           5.515 METERS 34204     |
 FH1132| FH1130 EUFAULA                             APPROX.18.8 KM 3535325.5 |
 FH1132|---------------------------------------------------------------------|
 FH1132
 FH1132                          SUPERSEDED SURVEY CONTROL
 FH1132
 FH1132  NAD 83(1986)-  35 05 27.68113(N)    095 34 53.66649(W) AD(       ) 1
 FH1132  NAD 27      -  35 05 27.33400(N)    095 34 52.72100(W) AD(       ) 1
 FH1132  USSD        -  35 05 27.33900(N)    095 34 52.99700(W) AD(       ) 3
 FH1132  NGVD 29 (07/19/86)  335.7    (m)         1101.     (f) VERT ANG       
 FH1132
 FH1132.Superseded values are not recommended for survey control.
 FH1132
 FH1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1132.See file dsdata.pdf to determine how the superseded data were derived.
 FH1132
 FH1132_MARKER: DS = TRIANGULATION STATION DISK
 FH1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1132_STAMPING: GAINES 1919
 FH1132_MARK LOGO: CGS
 FH1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1132+STABILITY: SURFACE MOTION
 FH1132
 FH1132  HISTORY     - Date     Condition        Report By
 FH1132  HISTORY     - 1919     MONUMENTED       CGS
 FH1132  HISTORY     - 1934     GOOD             CGS
 FH1132
 FH1132                          STATION DESCRIPTION
 FH1132
 FH1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 FH1132'STATION IS ABOUT 3-1/2 MILES AIRLINE NNW FROM BLOCKER, ON
 FH1132'HIGHEST POINT OF FLAT RIDGE COVERED WITH OAK AND HICKORY, AND
 FH1132'ON E SIDE OF BARE ROCK LEDGE WHICH IS ABOUT 20 METERS (66 FEET)
 FH1132'LONG.
 FH1132'
 FH1132'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FH1132'IN CONCRETE.
 FH1132'
 FH1132'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 FH1132'HOLES IN BOULDERS.  NO.1 IS 10.818 METERS (35.49 FEET) FROM
 FH1132'STATION, S 03 DEG 11 MIN E.  NO. 2 IS 5.520 METERS
 FH1132'(18.11 FEET) FROM STATION, N 33 DEG 26 MIN W.
 FH1132'
 FH1132'BEST REACHED BY GOING N FROM BLOCKER TO COAL MINE, AND THENCE
 FH1132'NW ABOUT 1-1/2 MILES TO TOP OF RIDGE.
 FH1132
 FH1132                          STATION RECOVERY (1934)
 FH1132
 FH1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1132'STATION IS LOCATED 5.2 MILES BY ROAD N AND W FROM BLOCKER.
 FH1132'IN SE 1/4 SEC. 11, T 7 N, R 16 E, ON HIGHEST POINT OF A GENTLY
 FH1132'SLOPING RIDGE COVERED WITH SCRUB OAK AND HICKORY TREES.
 FH1132'
 FH1132'STATION MARK WAS RECOVERED IN FAIR CONDITION, SHOWING EVIDENCE
 FH1132'OF HAVING BEEN TAMPERED WITH.  THE CONCRETE ON THE S EDGE OF
 FH1132'MARK HAS BEEN BROKEN AWAY BUT THE TABLET IS STILL FIRM.  STAMPING
 FH1132'HAD BEEN OBLITERATED ON THE TABLET BUT IT WAS RESTAMPED GAINES
 FH1132'1919.
 FH1132'
 FH1132'BOTH OLD REFERENCE MARKS WERE RECOVERED.  THE TABLETS HAVE
 FH1132'BEEN KNOCKED OFF LEAVING THE SHANK INTACT IN THE DRILL HOLE.
 FH1132'MEASUREMENTS WERE TAKEN TO CROSS IN APPROXIMATE CENTER OF
 FH1132'SHANKS AND DIRECTIONS TAKEN TO THE SAME POINT.  A THIRD
 FH1132'REFERENCE MARK WAS ESTABLISHED, ALSO AN AZIMUTH MARK.
 FH1132'
 FH1132'REFERENCE MARK (1919) IS 5.515 METERS 18.10 FEET N OF STATION,
 FH1132'SET IN S SLOPE OF ROCK RIM, 3.0 FEET SE OF 8-INCH OAK TREE.
 FH1132'
 FH1132'REFERENCE MARK (1919) IS 10.795 METERS, 35.41 FEET S OF STATION
 FH1132'IN A 4- BY 2-FOOT BOULDER NEARLY FLUSH WITH GROUND, 16 FEET
 FH1132'SE OF 24-INCH OAK TREE.
 FH1132'
 FH1132'REFERENCE MARK NO.3 (1934) IS 41.600 METERS, 136.48 FEET S
 FH1132'OF STATION IN A 5- BY 2-FOOT BOULDER V-SHAPED PROJECTING
 FH1132'ABOUT 20 INCHES ABOVE THE GROUND.
 FH1132'
 FH1132'AZIMUTH MARK IS 184 PACES NNW OF STATION, REACHED BY CONTINUING
 FH1132'ON ROAD LEADING TO STATION TO A TRIANGULAR BLAZE ON 8-INCH
 FH1132'OAK TREE.  MARK IS ABOUT 25 PACES TO EASTWARD, SET IN 3- BY
 FH1132'2-FOOT BOULDER, STAMPED GAINES AZIMUTH MARK 1934.
 FH1132'
 FH1132'REACHED FROM BLOCKER GENERAL STORE, WHICH HAS TWO CONOCO
 FH1132'GASOLINE PUMPS OUTSIDE BY CONTINUING N AND E ON U.S. HIGHWAY
 FH1132'31, 1.45 MILESTO A DIRT ROAD LEADING N.  GO N ON DIRT ROAD
 FH1132'1.7 MILES TO A GATE IN W FENCE, JUST N OF A SMALL CREEK CROSSING,
 FH1132'TURN W THROUGH GATE ON PLAINLY MARKED WOODS ROAD FOR 0.05
 FH1132'MILE TO WOODS CAMP, CONTINUE PAST CAMP FOR 1.2 MILES TO A
 FH1132'WOODEN CATTLE CORRAL, GO ON LEFT SIDE OF CORRAL BEARING LEFT
 FH1132'SW ON DIM WOODS ROAD FOR 0.75 MILE TO TOP OF RIDGE AND A
 FH1132'TRIANGULAR BLAZE ON 8-INCH TREE.  STATION IS ABOUT 45 PACES W OF
 FH1132'TREE ON HIGHEST GROUND IN VICINITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0672 ***********************************************************************
 GJ0672  DESIGNATION -  GALO
 GJ0672  PID         -  GJ0672
 GJ0672  STATE/COUNTY-  OK/DEWEY
 GJ0672  COUNTRY     -  US
 GJ0672  USGS QUAD   -  MUTUAL (2018)
 GJ0672
 GJ0672                         *CURRENT SURVEY CONTROL
 GJ0672  ______________________________________________________________________
 GJ0672* NAD 83(1993) POSITION- 36 08 39.26747(N) 099 13 27.17003(W)   ADJUSTED
 GJ0672* NAVD 88 ORTHO HEIGHT -   641.07  (+/-2cm)     2103.2   (feet) VERTCON3
 GJ0672  ______________________________________________________________________
 GJ0672  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 GJ0672  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 GJ0672  HORZ ORDER      -  SECOND
 GJ0672  VERT ORDER      -  THIRD ? (See Below)
 GJ0672
 GJ0672.The horizontal coordinates were established by classical geodetic methods
 GJ0672.and adjusted by the National Geodetic Survey in November 1994.
 GJ0672
 GJ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0672
 GJ0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0672.GEOID18 height accuracy estimate available here.
 GJ0672
 GJ0672.The vertical order pertains to the NGVD 29 superseded value.
 GJ0672
 GJ0672.Click photographs - Photos may exist for this station.
 GJ0672
 GJ0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0672
 GJ0672. The following values were computed from the NAD 83(1993) position.
 GJ0672
 GJ0672;                    North         East     Units Scale Factor Converg.
 GJ0672;SPC OK N     -   127,651.349   489,830.640   MT  0.99994549   -0 43 20.9
 GJ0672;SPC OK N     -   418,802.80  1,607,052.69   sFT  0.99994549   -0 43 20.9
 GJ0672;UTM  14      - 3,999,970.356   479,828.982   MT  0.99960501   -0 07 56.1
 GJ0672
 GJ0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0672!SPC OK N     -   0.99990379  x   0.99994549  =   0.99984929
 GJ0672!UTM  14      -   0.99990379  x   0.99960501  =   0.99950884
 GJ0672
 GJ0672:                Primary Azimuth Mark                     Grid Az
 GJ0672:SPC OK N     -  9 D 24TT                                 089 10 16.6
 GJ0672:UTM  14      -  9 D 24TT                                 088 34 51.8
 GJ0672
 GJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME7982899970(NAD 83)
 GJ0672
 GJ0672|---------------------------------------------------------------------|
 GJ0672| PID    Reference Object                     Distance      Geod. Az  |
 GJ0672|                                                           dddmmss.s |
 GJ0672| CK9668 9 D 24TT                                           0882655.7 |
 GJ0672| CK9669 GALO RM 1                            23.302 METERS 09212     |
 GJ0672| CK9670 GALO RM 2                            42.032 METERS 35144     |
 GJ0672|---------------------------------------------------------------------|
 GJ0672
 GJ0672                          SUPERSEDED SURVEY CONTROL
 GJ0672
 GJ0672  NAD 83(1986)-  36 08 39.27130(N)    099 13 27.15859(W) AD(       ) 2
 GJ0672  NAD 27      -  36 08 39.12003(N)    099 13 25.78466(W) AD(       ) 2
 GJ0672  NGVD 29             640.82   (m)         2102.4    (f) LEVELING    3  
 GJ0672
 GJ0672.Superseded values are not recommended for survey control.
 GJ0672
 GJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0672.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0672
 GJ0672_MARKER: DS = TRIANGULATION STATION DISK
 GJ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0672_STAMPING: GALO 1963
 GJ0672_MARK LOGO: CGS
 GJ0672_PROJECTION: FLUSH
 GJ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0672+STABILITY: SURFACE MOTION
 GJ0672
 GJ0672  HISTORY     - Date     Condition        Report By
 GJ0672  HISTORY     - 1963     MONUMENTED       CGS
 GJ0672
 GJ0672                          STATION DESCRIPTION
 GJ0672
 GJ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0672'STATION IS LOCATED ABOUT 4 MILES EAST OF VICI, 0.8 MILE WEST OF THE
 GJ0672'SUNNYSIDE CEMETERY AND ON THE SOUTH RIGHT-OF-WAY OF U. S. HIGHWAY
 GJ0672'60.
 GJ0672'
 GJ0672'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO EAST ON U. S.
 GJ0672'HIGHWAY 60 FOR 3.35 MILES TO A SIDE ROAD LEFT AND 9 D 22 (OKLA.
 GJ0672'GEOD. S.) ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.9 MILE
 GJ0672'TO THE STATION ON THE RIGHT.  TO REACH 9 D 24 (OKLA. GEOD. S.),
 GJ0672'CONTINUE EAST ON THE HIGHWAY FOR 0.9 MILE TO THE MARK ON THE LEFT AT
 GJ0672'THE SOUTHWEST CORNER OF THE CEMETERY.
 GJ0672'
 GJ0672'STATION MARK IS A STANDARD DISK, STAMPED GALO 1963, SET IN THE TOP
 GJ0672'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 48.0
 GJ0672'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.0 FEET NORTH OF A
 GJ0672'FENCELINE, AND 4.3 FEET NORTH OF A METAL WITNESS POST.
 GJ0672'
 GJ0672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GALO NO 1 1963, SET IN
 GJ0672'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 GJ0672'1-1/2 FEET LOWER THAN THE STATION MARK.  IT IS 68.0 FEET WEST OF A
 GJ0672'FENCE CORNER POST, 50.0 FEET SOUTH OF THE CENTERLINE OF THE
 GJ0672'HIGHWAY AND 10 INCHES NORTH OF THE FENCE LINE.
 GJ0672'
 GJ0672'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GALO NO 2 1963, SET IN
 GJ0672'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 GJ0672'1-1/2 FEET HIGHER THAN THE STATION.  IT IS 90.0 FEET NORTH OF THE
 GJ0672'CENTERLINE OF THE HIGHWAY AND 1.0 FEET SOUTH OF A FENCE LINE.
 GJ0672'
 GJ0672'9 D 24 TT A U. S. C. AND G. S. AND STATE SURVEY MARK, STAMPED 9
 GJ0672'D 24 TT 1934, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 GJ0672'PROJECTING 1 INCH.  IT IS 91.0 FEET NORTH OF THE CENTERLINE OF THE
 GJ0672'HIGHWAY AND 2.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 GJ0672'SUNNYSIDE CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0742 ***********************************************************************
 EM0742  DESIGNATION -  GAMMILL 3
 EM0742  PID         -  EM0742
 EM0742  STATE/COUNTY-  OK/COTTON
 EM0742  COUNTRY     -  US
 EM0742  USGS QUAD   -  DEVOL (2018)
 EM0742
 EM0742                         *CURRENT SURVEY CONTROL
 EM0742  ______________________________________________________________________
 EM0742* NAD 83(1993) POSITION- 34 10 46.34484(N) 098 31 21.35681(W)   ADJUSTED
 EM0742* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 EM0742  ______________________________________________________________________
 EM0742  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 EM0742  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 EM0742  HORZ ORDER      -  SECOND
 EM0742
 EM0742.The horizontal coordinates were established by classical geodetic methods
 EM0742.and adjusted by the National Geodetic Survey in November 1994.
 EM0742
 EM0742.The orthometric height was scaled from a topographic map.
 EM0742
 EM0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0742.GEOID18 height accuracy estimate available here.
 EM0742
 EM0742.Click photographs - Photos may exist for this station.
 EM0742
 EM0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0742
 EM0742. The following values were computed from the NAD 83(1993) position.
 EM0742
 EM0742;                    North         East     Units Scale Factor Converg.
 EM0742;SPC OK S     -    93,988.837   551,823.713   MT  0.99996073   -0 17 47.9
 EM0742;SPC OK S     -   308,361.71  1,810,441.63   sFT  0.99996073   -0 17 47.9
 EM0742;SPC TXNC     - 2,278,673.250   597,916.450   MT  1.00006633   -0 00 44.4
 EM0742;SPC TXNC     - 7,475,947.15  1,961,664.22   sFT  1.00006633   -0 00 44.4
 EM0742;UTM  14      - 3,782,166.302   543,994.156   MT  0.99962386   +0 16 05.5
 EM0742
 EM0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0742!SPC OK S     -   0.99995162  x   0.99996073  =   0.99991235
 EM0742!SPC TXNC     -   0.99995162  x   1.00006633  =   1.00001795
 EM0742!UTM  14      -   0.99995162  x   0.99962386  =   0.99957550
 EM0742
 EM0742:                Primary Azimuth Mark                     Grid Az
 EM0742:SPC OK S     -  GAMMILL 3 AZ MK                          181 40 23.7
 EM0742:SPC TXNC     -  GAMMILL 3 AZ MK                          181 23 20.2
 EM0742:UTM  14      -  GAMMILL 3 AZ MK                          181 06 30.3
 EM0742
 EM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4399482166(NAD 83)
 EM0742
 EM0742|---------------------------------------------------------------------|
 EM0742| PID    Reference Object                     Distance      Geod. Az  |
 EM0742|                                                           dddmmss.s |
 EM0742| CX7251 GAMMILL 3 AZ MK                                    1812235.8 |
 EM0742| EM0751 BURKBURNETT S MUNICIPAL TANK        APPROX.11.8 KM 2005407.5 |
 EM0742| CX7252 GAMMILL 3 RM 3                       23.145 METERS 20204     |
 EM0742| EM0752 BURKBURNETT N MUNICIPAL TANK        APPROX.10.2 KM 2071729.2 |
 EM0742| EM0741 GAMMILL 2                            27.670 METERS 33617     |
 EM0742| CX7253 GAMMILL 3 RM 4                       24.270 METERS 33837     |
 EM0742|---------------------------------------------------------------------|
 EM0742
 EM0742                          SUPERSEDED SURVEY CONTROL
 EM0742
 EM0742  NAD 83(1986)-  34 10 46.34909(N)    098 31 21.34351(W) AD(       ) 2
 EM0742  NAD 27      -  34 10 46.01676(N)    098 31 20.13855(W) AD(       ) 2
 EM0742
 EM0742.Superseded values are not recommended for survey control.
 EM0742
 EM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0742.See file dsdata.pdf to determine how the superseded data were derived.
 EM0742
 EM0742_MARKER: DS = TRIANGULATION STATION DISK
 EM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0742_STAMPING: GAMMILL 3 1965
 EM0742_MARK LOGO: CGS
 EM0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0742+STABILITY: SURFACE MOTION
 EM0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0742+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2014
 EM0742
 EM0742  HISTORY     - Date     Condition        Report By
 EM0742  HISTORY     - 1965     MONUMENTED       CGS
 EM0742  HISTORY     - 20141028 GOOD             INDIV
 EM0742
 EM0742                          STATION DESCRIPTION
 EM0742
 EM0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0742'THE STATION IS ABOUT 11 MILES NORTHWEST OF THORNBERRY, 6-1/2 MILES
 EM0742'NORTH-NORTHEAST OF BURKBURNETT AND 4 MILES WEST OF RANDLETT, ON
 EM0742'PROPERTY OWNED BY MR. BABER.
 EM0742'
 EM0742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281, 277
 EM0742'AND 70 ABOUT 2 MILES WEST OF RANDLETT, GO WEST ON U.S. HIGHWAY
 EM0742'70 FOR 1.25 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT
 EM0742'IN THE NORTHEAST ANGLE OF THE ROADS.  TURN RIGHT AND GO NORTH ON
 EM0742'PAVED ROAD FOR 0.4 MILE TO A METAL GATE AND THE STATION ON THE
 EM0742'RIGHT.
 EM0742'
 EM0742'STATION MARK IS A STANDARD DISK, STAMPED GAMMILL 3 1965, SET IN
 EM0742'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0742'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 65.0 FEET EAST OF THE
 EM0742'CENTERLINE OF A PAVED ROAD, 57.0 FEET SOUTHWEST OF THE SOUTHWEST
 EM0742'CORNER OF AN OLD FARM HOUSE THAT IS PARTIALLY TORN DOWN, 52.0
 EM0742'FEET SOUTH OF A LONE 12 INCH TREE, 31.5 FEET SOUTHEAST OF A SOUTH
 EM0742'GATE POST AND 30.0 FEET EAST OF A RIGHT-OF-WAY FENCE.
 EM0742'
 EM0742'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GAMMILL 3 NO 3 1965,
 EM0742'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0742'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 83.0 FEET SOUTH
 EM0742'OF THE SOUTH GATE POST, 37.0 FEET EAST OF THE CENTERLINE OF THE
 EM0742'PAVED ROAD, 1.0 FEET EAST OF THE RIGHT-OF-WAY FENCE AND ABOUT 1
 EM0742'FOOT LOWER THAN THE STATION.
 EM0742'
 EM0742'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GAMMILL 3 NO 4 1965,
 EM0742'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0742'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 64.0 FEET
 EM0742'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE OLD BUILDING, 43.0
 EM0742'FEET NORTH OF A NORTH GATE POST, 35.0 FEET EAST OF THE CENTERLINE
 EM0742'OF THE PAVED ROAD, 1.0 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 EM0742'ABOUT 1 FOOT HIGHER THAN THE STATION.
 EM0742'
 EM0742'GAMMILL 2 1948 IS A STANDARD DISK, STAMPED GAMMILL 1948, SET IN
 EM0742'THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN DIAMETER, THAT IS
 EM0742'1 INCH BELOW THE GROUND SURFACE.  IT IS 53.0 FEET NORTH-NORTHWEST
 EM0742'OF THE NORTH GATE POST, 28.0 FEET EAST OF THE CENTERLINE OF THE
 EM0742'PAVED ROAD AND 7.0 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 EM0742'
 EM0742'AZIMUTH MARK IS A STANDARD DISK, STAMPED GAMMILL 3 1965, CEMENTED
 EM0742'IN A DRILL HOLE IN THE NORTH END OF A CONCRETE ABUTMENT OF A
 EM0742'CULVERT.  IT IS 48.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 EM0742'70 AND 17.0 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.
 EM0742'
 EM0742'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EM0742
 EM0742                          STATION RECOVERY (2014)
 EM0742
 EM0742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JM)
 EM0742'20'WEST OF LARGE TREE.  UNDER CANOPY.  RM TO NORTH IS LAYING ON THE
 EM0742'GROUND.  RM TO SOUTH IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1018 ***********************************************************************
 FH1018  DESIGNATION -  GANS
 FH1018  PID         -  FH1018
 FH1018  STATE/COUNTY-  OK/SEQUOYAH
 FH1018  COUNTRY     -  US
 FH1018  USGS QUAD   -  GANS (2018)
 FH1018
 FH1018                         *CURRENT SURVEY CONTROL
 FH1018  ______________________________________________________________________
 FH1018* NAD 83(1993) POSITION- 35 24 22.89214(N) 094 41 26.80295(W)   ADJUSTED
 FH1018* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 FH1018  ______________________________________________________________________
 FH1018  GEOID HEIGHT    -        -30.166 (meters)                     GEOID18
 FH1018  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 FH1018  HORZ ORDER      -  FIRST
 FH1018
 FH1018.The horizontal coordinates were established by classical geodetic methods
 FH1018.and adjusted by the National Geodetic Survey in November 1994.
 FH1018
 FH1018.The orthometric height was scaled from a topographic map.
 FH1018
 FH1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1018.GEOID18 height accuracy estimate available here.
 FH1018
 FH1018.Click photographs - Photos may exist for this station.
 FH1018
 FH1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1018
 FH1018. The following values were computed from the NAD 83(1993) position.
 FH1018
 FH1018;                    North         East     Units Scale Factor Converg.
 FH1018;SPC OK N     -    50,209.679   900,543.405   MT  1.00003296   +1 57 10.5
 FH1018;SPC OK N     -   164,729.59  2,954,532.82   sFT  1.00003296   +1 57 10.5
 FH1018;SPC OK S     -   234,885.255   900,549.512   MT  1.00003878   +1 52 42.1
 FH1018;SPC OK S     -   770,619.37  2,954,552.86   sFT  1.00003878   +1 52 42.1
 FH1018;UTM  15      - 3,919,420.893   346,472.900   MT  0.99989048   -0 58 47.2
 FH1018
 FH1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1018!SPC OK N     -   0.99996470  x   1.00003296  =   0.99999766
 FH1018!SPC OK S     -   0.99996470  x   1.00003878  =   1.00000348
 FH1018!UTM  15      -   0.99996470  x   0.99989048  =   0.99985518
 FH1018
 FH1018:                Primary Azimuth Mark                     Grid Az
 FH1018:SPC OK N     -  GANS AZ MK RESET                         122 50 03.9
 FH1018:SPC OK S     -  GANS AZ MK RESET                         122 54 32.3
 FH1018:UTM  15      -  GANS AZ MK RESET                         125 46 01.6
 FH1018
 FH1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4647219420(NAD 83)
 FH1018
 FH1018|---------------------------------------------------------------------|
 FH1018| PID    Reference Object                     Distance      Geod. Az  |
 FH1018|                                                           dddmmss.s |
 FH1018| FH1011 MULDROW MUNICIPAL TANK              APPROX. 8.5 KM 0865914.3 |
 FH1018| CI0982 GANS RM 1                            21.653 METERS 12250     |
 FH1018| CI0980 GANS AZ MK                                         1234023.6 |
 FH1018| CI0981 GANS AZ MK RESET                                   1244714.4 |
 FH1018| CI0983 GANS RM 2                            27.029 METERS 21536     |
 FH1018|---------------------------------------------------------------------|
 FH1018
 FH1018                          SUPERSEDED SURVEY CONTROL
 FH1018
 FH1018  NAD 83(1986)-  35 24 22.89607(N)    094 41 26.79029(W) AD(       ) 1
 FH1018  NAD 27      -  35 24 22.56100(N)    094 41 25.99400(W) AD(       ) 1
 FH1018
 FH1018.Superseded values are not recommended for survey control.
 FH1018
 FH1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1018.See file dsdata.pdf to determine how the superseded data were derived.
 FH1018
 FH1018_MARKER: DS = TRIANGULATION STATION DISK
 FH1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1018_STAMPING: GANS 1940
 FH1018_MARK LOGO: CGS
 FH1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1018+STABILITY: SURFACE MOTION
 FH1018
 FH1018  HISTORY     - Date     Condition        Report By
 FH1018  HISTORY     - 1940     MONUMENTED       CGS
 FH1018  HISTORY     - 1955     GOOD             CGS
 FH1018  HISTORY     - 1959     GOOD             CGS
 FH1018  HISTORY     - 1970     GOOD             OKDH
 FH1018
 FH1018                          STATION DESCRIPTION
 FH1018
 FH1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1018'STATION IS ABOUT 7 MILES SE OF SALLISAW, 5 MILES W OF MULDROW,
 FH1018'ON THE HIGHEST PORTION OF A PROMINENT FLAT-TOPPED WOODED
 FH1018'HILL ON LAND OWNED BY T.L. WOFFORD.
 FH1018'
 FH1018'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1018'DISKS SET IN CONCRETE.
 FH1018'
 FH1018'STATION IS ABOUT 100 YARDS SW OF THE NE END OF HILL, 12.0
 FH1018'FEET NE OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND IS
 FH1018'STAMPED GANS 1940.
 FH1018'
 FH1018'REFERENCE MARK NO.1 IS ON SE SLOPE OF HILL, PROJECTS 6 INCHES
 FH1018'AND IS STAMPED GANS NO.1, 1940.  REFERENCE MARK NO.2 IS
 FH1018'ON SW SLOPE OF HILL, PROJECTS 6 INCHES, AND IS STAMPED GANS
 FH1018'NO.2, 1940.
 FH1018'
 FH1018'BOTH REFERENCE MARKS ARE 1 FOOT BELOW THE STATION.
 FH1018'
 FH1018'AZIMUTH MARK IS 25.5 FEET W OF CENTER LINE OF ROAD, 2 FEET
 FH1018'E OF FENCE LINE, 5.5 FEET N OF WHITE WITNESS POST, PROJECTS
 FH1018'6 INCHES, AND IS STAMPED GANS 1940.
 FH1018'
 FH1018'REACHED FROM MULDROW BY GOING W ON U.S. HIGHWAY 64 4.35
 FH1018'MILES TO GRAVEL ROAD LEADING LEFT (S) AT STORE AND SIGN
 FH1018'GANS 2 MILES, AZIMUTH MARK IS 0.15 MILE S ON RIGHT (W) SIDE
 FH1018'OF GRAVEL ROAD.  CONTINUE TO STATION BY GOING 1.0 MILE FURTHER
 FH1018'W ON U.S. HIGHWAY 64 TO GRAVEL ROAD LEADING LEFT (S) AT
 FH1018'SIGN GANS 1 MILE, TURN LEFT AND FOLLOW GRAVEL ROAD 0.5 MILE
 FH1018'TO TRACK ROAD LEADING SHARP RIGHT NW THROUGH WOODS, TURN
 FH1018'RIGHT AND FOLLOW WINDING ROAD 0.7 MILE N AND E TO HIGHEST
 FH1018'PART OF HILL AND STATION.
 FH1018'
 FH1018'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1018
 FH1018                          STATION RECOVERY (1955)
 FH1018
 FH1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FH1018'STATION RECOVERED AS DESCRIBED, AND THE STATION AND REFERENCE
 FH1018'MARKS WERE FOUND IN GOOD CONDITION.  THE 1940 AZIMUTH MARK
 FH1018'WAS REMOVED DUE TO HIGHWAY CONSTRUCTION AND A NEW ONE WAS
 FH1018'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS-
 FH1018'
 FH1018'STATION IS LOCATED ABOUT 7 MI. SE OF SALISAW, 5 MI. W OF
 FH1018'MULDROW, AND ON THE N END AND HIGHEST PART OF A FLAT-TOPPED
 FH1018'WOODED HILL THAT IS OWNED BY T.L. WOFFORD.  STATION, STAMPED
 FH1018'GANS 1941, IS A STANDARD BRONZE DISK, SET IN THE TOP OF
 FH1018'A 12-IN. SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 FH1018'IN.  IT IS ABOUT 100 YD. S OF THE N END OF THE HILL, AND
 FH1018'4 FT. E OF A FENCE LINE.
 FH1018'
 FH1018'AZIMUTH MARK, STAMPED GANS 1940 1955, IS A STANDARD BRONZE
 FH1018'DISK, SET IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT
 FH1018'THAT PROJECTS ABOUT 6 IN.  IT IS 0.1 MI. S OF THE JUNCTION
 FH1018'OF U.S. HIGHWAY 64 AND A DIRT ROAD THAT IS UNDER CONSTRUCTION,
 FH1018'50 FT. W OF THE CENTERLINE OF A DIRT ROAD, AND 2 FT. E OF
 FH1018'A FENCE LINE.  IT IS 13.5 FT. N OF A T-FENCE.
 FH1018'
 FH1018'REFERENCE MARK 1, STAMPED GANS NO 1 1940, IS A STANDARD
 FH1018'BRONZE DISK, SET IN THE TOP OF A 12-IN. SQUARE CONCRETE
 FH1018'MONUMENT THAT PROJECTS ABOUT 6 IN.  IT IS 60 FT. E OF A
 FH1018'FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FH1018'
 FH1018'REFERENCE MARK 2, STAMPED GANS NO 2 1940, IS A STANDARD
 FH1018'BRONZE DISK, SET IN THE TOP OF A 12-IN. SQUARE CONCRETE
 FH1018'MONUMENT THAT PROJECTS ABOUT 5 IN.  IT IS 40 FT. W OF A
 FH1018'FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FH1018'
 FH1018'STATION IS REACHED AS FOLLOWS FROM THE JUNCTION OF A ROAD
 FH1018'LEADING TO THE BUSINESS DISTRICT OF MULDROW AND U.S. HIGHWAY
 FH1018'64, GO W ON U.S. HIGHWAY 64 FOR 4.1 MI. TO A ROAD ON THE
 FH1018'LEFT AND A GROCERY STORE.  (TO REACH THE AZIMUTH MARK TURN
 FH1018'LEFT AND GO S TO THE AZIMUTH MARK 0.1 MI. FROM U.S. HIGHWAY
 FH1018'64.) CONTINUE W ON U.S. HIGHWAY 64 FOR 1.0 MI. TO A SIDE
 FH1018'ROAD LEFT AT A SIGN GANS 2 MILES.  TURN LEFT AND GO S ON
 FH1018'THE DIRT ROAD FOR 0.3 MI. TO A TRACK ROAD ON THE RIGHT.
 FH1018'TURN RIGHT ON THE TRACK ROAD AND GO NW AND W UPHILL FOR
 FH1018'0.4 MI. TO A BENCH ON THE E SIDE OF A HILL.  FROM HERE PACK
 FH1018'W FOR ABOUT 0.15 MI. TO THE TOP OF THE HILL AND STATION.
 FH1018
 FH1018                          STATION RECOVERY (1959)
 FH1018
 FH1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1018'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 FH1018'MARKS FOUND IN GOOD CONDITION.  THE STATION MARK IS 4 FEET
 FH1018'EAST OF A NORTH-SOUTH FENCE LINE ALONG TOP OF MOUNTAIN.
 FH1018'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT THIS MARK COULD
 FH1018'NOT BE FOUND.  STATE HIGHWAY 141 HAS BEEN REROUTED NEAR
 FH1018'THE FORMER SITE OF THE AZIMUTH MARK AND THE MARK MAY HAVE
 FH1018'BEEN DESTROYED WHEN THIS WAS DONE.
 FH1018'
 FH1018'THE ROAD LEADING TO THE TOP OF THE MOUNTAIN HAS BEEN ABANDONED.
 FH1018'IT IS NECESSARY TO WALK ABOUT 0.25 MILE TO STATION.  IT
 FH1018'IS PROBABLY JUST AS CLOSE TO HIKE TO THE STATION FROM THE
 FH1018'POINT WHERE THE ORIGINAL DESCRIPTION LEAVES U.S. HIGHWAY
 FH1018'64.  THE STATION IS ABOUT 0.25 MILE SOUTHWEST OF THIS POINT.
 FH1018
 FH1018                          STATION RECOVERY (1970)
 FH1018
 FH1018'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (HGU)
 FH1018'GANS 1940 RECOVERED IN GOOD CONDITION.
 FH1018'
 FH1018'NEW DESCRIPTION--FROM JCT. I-40 AND US 64 APPROX 1 MILE EAST OF
 FH1018'SALLISAW FOLLOW US 64 SOUTHEASTERLY FOR 4.4 MILES, TURN RIGHT
 FH1018'(SOUTH) ON ASPHALT ROAD THAT RUNS TO TOP OF MOUNTAIN AND HOUSING
 FH1018'DEVELOPMENT.  AT TOP OF MOUNTAIN FOLLOW GRAVEL ROAD SOUTH
 FH1018'TO MICRO WAVE TOWER.  SURFACE STATION IS APPROX 150 FEET NORTH OF
 FH1018'MICROWAVE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1195 ***********************************************************************
 FJ1195  DESIGNATION -  GAR
 FJ1195  PID         -  FJ1195
 FJ1195  STATE/COUNTY-  OK/SEMINOLE
 FJ1195  COUNTRY     -  US
 FJ1195  USGS QUAD   -  PRAGUE SE (2018)
 FJ1195
 FJ1195                         *CURRENT SURVEY CONTROL
 FJ1195  ______________________________________________________________________
 FJ1195* NAD 83(1993) POSITION- 35 20 53.89216(N) 096 36 26.21490(W)   ADJUSTED
 FJ1195* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 FJ1195  ______________________________________________________________________
 FJ1195  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 FJ1195  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC18
 FJ1195  HORZ ORDER      -  THIRD
 FJ1195
 FJ1195.The horizontal coordinates were established by classical geodetic methods
 FJ1195.and adjusted by the National Geodetic Survey in November 1994.
 FJ1195
 FJ1195.The orthometric height was scaled from a topographic map.
 FJ1195
 FJ1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1195.GEOID18 height accuracy estimate available here.
 FJ1195
 FJ1195.Click photographs - Photos may exist for this station.
 FJ1195
 FJ1195.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1195
 FJ1195. The following values were computed from the NAD 83(1993) position.
 FJ1195
 FJ1195;                    North         East     Units Scale Factor Converg.
 FJ1195;SPC OK S     -   224,390.288   726,596.709   MT  1.00002474   +0 47 25.9
 FJ1195;SPC OK S     -   736,187.14  2,383,842.70   sFT  1.00002474   +0 47 25.9
 FJ1195;UTM  14      - 3,914,297.222   717,431.317   MT  1.00018265   +1 23 05.4
 FJ1195
 FJ1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1195!SPC OK S     -   0.99995568  x   1.00002474  =   0.99998042
 FJ1195!UTM  14      -   0.99995568  x   1.00018265  =   1.00013832
 FJ1195
 FJ1195:                Primary Azimuth Mark                     Grid Az
 FJ1195:SPC OK S     -  GAR AZ MK                                266 44 00.3
 FJ1195:UTM  14      -  GAR AZ MK                                266 08 20.8
 FJ1195
 FJ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1743114297(NAD 83)
 FJ1195
 FJ1195|---------------------------------------------------------------------|
 FJ1195| PID    Reference Object                     Distance      Geod. Az  |
 FJ1195|                                                           dddmmss.s |
 FJ1195| CI0985 GAR RM 1                             16.830 METERS 10705     |
 FJ1195| CI0984 GAR AZ MK                                          2673126.2 |
 FJ1195| CI0986 GAR RM 2                             17.768 METERS 34219     |
 FJ1195|---------------------------------------------------------------------|
 FJ1195
 FJ1195                          SUPERSEDED SURVEY CONTROL
 FJ1195
 FJ1195  NAD 83(1986)-  35 20 53.89565(N)    096 36 26.19477(W) AD(       ) 3
 FJ1195  NAD 27      -  35 20 53.62961(N)    096 36 25.13562(W) AD(       ) 3
 FJ1195
 FJ1195.Superseded values are not recommended for survey control.
 FJ1195
 FJ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1195.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1195
 FJ1195_MARKER: DS = TRIANGULATION STATION DISK
 FJ1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1195_STAMPING: GAR 1957
 FJ1195_MARK LOGO: CGS
 FJ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1195+STABILITY: SURFACE MOTION
 FJ1195
 FJ1195  HISTORY     - Date     Condition        Report By
 FJ1195  HISTORY     - 1957     MONUMENTED       CGS
 FJ1195
 FJ1195                          STATION DESCRIPTION
 FJ1195
 FJ1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1195'STATION IS ABOUT 9-1/2 MILES NORTH-NORTHEAST OF SEMINOLE,
 FJ1195'3.45 MILES EAST OF THE JUNCTION OF STATE HIGHWAYS 99 AND 99A,
 FJ1195'IN THE SOUTHWEST CORNER OF A PASTURE OWNED BY FRANK KLAUS
 FJ1195'AND IN SECTION 7, T 10 N, R 7 E.
 FJ1195'
 FJ1195'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1195'HIGHWAY 99 IN SEMINOLE, GO NORTH ON HIGHWAY 99 FOR 8.2 MILES TO
 FJ1195'A CROSSROADS AND STATE HIGHWAY 99A ON THE RIGHT, TURN RIGHT
 FJ1195'AND GO EAST ON HIGHWAY 99A FOR 3.05 MILES TO THE AZIMUTH MARK
 FJ1195'ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO
 FJ1195'THE LEFT.
 FJ1195'
 FJ1195'STATION MARKS ARE STANDARD DISKS, STAMPED GAR 1957.  THE
 FJ1195'SURFACE MARK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FJ1195'POST PROJECTING 4 INCHES.  IT IS 127 FEET SOUTHEAST OF THE
 FJ1195'SOUTHEAST CORNER OF THE KLAUS FARM HOUSE, 124 FEET EAST OF THE
 FJ1195'SOUTHEAST CORNER OF THE KLAUS STORE, 67 FEET NORTH OF THE
 FJ1195'CENTER OF HIGHWAY 99A, 33 FEET EAST OF THE CENTER OF AN ENTRANCE
 FJ1195'DRIVE, 20 FEET NORTHEAST OF A FENCE CORNER AND 19 FEET NORTH
 FJ1195'OF A CONCRETE RIGHT-OF-WAY POST.  A WHITE WITNESS POST WAS
 FJ1195'SET 3 FEET NORTH OF THE MARK.  THE UNDERGROUND MARK IS SET
 FJ1195'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ1195'SURFACE.
 FJ1195'
 FJ1195'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAR NO 1 1957,
 FJ1195'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 8
 FJ1195'INCHES.  IT IS 171 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FJ1195'OF THE HOUSE, 86 FEET EAST OF THE CENTER OF THE ENTRANCE
 FJ1195'DRIVE, 65 FEET EAST OF THE FENCE CORNER, 51 FEET NORTH OF
 FJ1195'THE HIGHWAY AND 1 FOOT NORTH OF A FENCE.
 FJ1195'
 FJ1195'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GAR NO 2 1957,
 FJ1195'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1195'8 INCHES.  IT IS 123 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FJ1195'75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 19
 FJ1195'FEET EAST OF THE CENTER OF THE ENTRANCE DRIVE AND 1 FOOT
 FJ1195'EAST OF A FENCE.
 FJ1195'
 FJ1195'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GAR 1957, SET
 FJ1195'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1195'4 INCHES.  IT IS 51 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 FJ1195'POST, 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 25 FEET
 FJ1195'WEST OF A T-INTERSECTION OF FENCE LINES, 1 FOOT EAST OF
 FJ1195'A POWERLINE POLE AND 1 FOOT NORTH OF A FENCE.  A WHITE WITNESS
 FJ1195'POST WAS SET 1 FOOT NORTH OF THE MARK.
 FJ1195'
 FJ1195'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0761 ***********************************************************************
 GH0761  DESIGNATION -  GARBER COOP EAST ELEVATOR
 GH0761  PID         -  GH0761
 GH0761  STATE/COUNTY-  OK/GARFIELD
 GH0761  COUNTRY     -  US
 GH0761  USGS QUAD   -  GARBER (2018)
 GH0761
 GH0761                         *CURRENT SURVEY CONTROL
 GH0761  ______________________________________________________________________
 GH0761* NAD 83(1993) POSITION- 36 26 25.25096(N) 097 34 52.89763(W)   ADJUSTED
 GH0761  ______________________________________________________________________
 GH0761  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 GH0761  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 GH0761  HORZ ORDER      -  THIRD
 GH0761
 GH0761.The horizontal coordinates were established by classical geodetic methods
 GH0761.and adjusted by the National Geodetic Survey in November 1994.
 GH0761
 GH0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0761.GEOID18 height accuracy estimate available here.
 GH0761
 GH0761.Click photographs - Photos may exist for this station.
 GH0761
 GH0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0761
 GH0761. The following values were computed from the NAD 83(1993) position.
 GH0761
 GH0761;                    North         East     Units Scale Factor Converg.
 GH0761;SPC OK N     -   159,893.288   637,533.386   MT  0.99995672   +0 14 49.4
 GH0761;SPC OK N     -   524,583.23  2,091,640.78   sFT  0.99995672   +0 14 49.4
 GH0761;UTM  14      - 4,033,726.321   627,147.882   MT  0.99979918   +0 50 34.0
 GH0761
 GH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2714733726(NAD 83)
 GH0761
 GH0761                          SUPERSEDED SURVEY CONTROL
 GH0761
 GH0761  NAD 83(1986)-  36 26 25.25974(N)    097 34 52.88592(W) AD(       ) 3
 GH0761  NAD 27      -  36 26 25.14826(N)    097 34 51.70736(W) AD(       ) 3
 GH0761
 GH0761.Superseded values are not recommended for survey control.
 GH0761
 GH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0761.See file dsdata.pdf to determine how the superseded data were derived.
 GH0761
 GH0761_MARKER: 65 = GRAIN ELEVATOR
 GH0761
 GH0761  HISTORY     - Date     Condition        Report By
 GH0761  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0761
 GH0761                          STATION DESCRIPTION
 GH0761
 GH0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0761'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A
 GH0761'160 FOOT HIGH, TAN COLORED ELEVATOR, LOCATED IN GARBER, 0.2
 GH0761'MILE EAST OF STATE HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0758 ***********************************************************************
 GH0758  DESIGNATION -  GARBER GRAIN CO WEST ELEVATOR
 GH0758  PID         -  GH0758
 GH0758  STATE/COUNTY-  OK/GARFIELD
 GH0758  COUNTRY     -  US
 GH0758  USGS QUAD   -  GARBER (2018)
 GH0758
 GH0758                         *CURRENT SURVEY CONTROL
 GH0758  ______________________________________________________________________
 GH0758* NAD 83(1993) POSITION- 36 26 25.44072(N) 097 35 00.26124(W)   ADJUSTED
 GH0758  ______________________________________________________________________
 GH0758  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 GH0758  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 GH0758  HORZ ORDER      -  THIRD
 GH0758
 GH0758.The horizontal coordinates were established by classical geodetic methods
 GH0758.and adjusted by the National Geodetic Survey in November 1994.
 GH0758
 GH0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0758.GEOID18 height accuracy estimate available here.
 GH0758
 GH0758.Click photographs - Photos may exist for this station.
 GH0758
 GH0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0758
 GH0758. The following values were computed from the NAD 83(1993) position.
 GH0758
 GH0758;                    North         East     Units Scale Factor Converg.
 GH0758;SPC OK N     -   159,898.348   637,349.976   MT  0.99995672   +0 14 45.1
 GH0758;SPC OK N     -   524,599.83  2,091,039.05   sFT  0.99995672   +0 14 45.1
 GH0758;UTM  14      - 4,033,729.473   626,964.459   MT  0.99979861   +0 50 29.6
 GH0758
 GH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2696433729(NAD 83)
 GH0758
 GH0758                          SUPERSEDED SURVEY CONTROL
 GH0758
 GH0758  NAD 83(1986)-  36 26 25.44932(N)    097 35 00.24974(W) AD(       ) 3
 GH0758  NAD 27      -  36 26 25.33113(N)    097 34 59.07322(W) AD(       ) 3
 GH0758
 GH0758.Superseded values are not recommended for survey control.
 GH0758
 GH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0758.See file dsdata.pdf to determine how the superseded data were derived.
 GH0758
 GH0758_MARKER: 65 = GRAIN ELEVATOR
 GH0758
 GH0758  HISTORY     - Date     Condition        Report By
 GH0758  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0758
 GH0758                          STATION DESCRIPTION
 GH0758
 GH0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0758'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A
 GH0758'130 FOOT HIGH, GRAY COLORED ELEVATOR, LOCATED IN GARBER, ABOUT
 GH0758'0.1 MILE EAST OF STATE HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0760 ***********************************************************************
 GH0760  DESIGNATION -  GARBER MUNICIPAL TANK
 GH0760  PID         -  GH0760
 GH0760  STATE/COUNTY-  OK/GARFIELD
 GH0760  COUNTRY     -  US
 GH0760  USGS QUAD   -  GARBER (2018)
 GH0760
 GH0760                         *CURRENT SURVEY CONTROL
 GH0760  ______________________________________________________________________
 GH0760* NAD 83(1993) POSITION- 36 26 29.24649(N) 097 34 57.00688(W)   ADJUSTED
 GH0760  ______________________________________________________________________
 GH0760  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 GH0760  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 GH0760  HORZ ORDER      -  THIRD
 GH0760
 GH0760.The horizontal coordinates were established by classical geodetic methods
 GH0760.and adjusted by the National Geodetic Survey in November 1994.
 GH0760
 GH0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0760.GEOID18 height accuracy estimate available here.
 GH0760
 GH0760.Click photographs - Photos may exist for this station.
 GH0760
 GH0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0760
 GH0760. The following values were computed from the NAD 83(1993) position.
 GH0760
 GH0760;                    North         East     Units Scale Factor Converg.
 GH0760;SPC OK N     -   160,016.000   637,430.519   MT  0.99995681   +0 14 47.0
 GH0760;SPC OK N     -   524,985.83  2,091,303.29   sFT  0.99995681   +0 14 47.0
 GH0760;UTM  14      - 4,033,847.938   627,043.761   MT  0.99979886   +0 50 31.6
 GH0760
 GH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2704333847(NAD 83)
 GH0760
 GH0760                          SUPERSEDED SURVEY CONTROL
 GH0760
 GH0760  NAD 83(1986)-  36 26 29.25497(N)    097 34 56.99562(W) AD(       ) 3
 GH0760  NAD 27      -  36 26 29.13676(N)    097 34 55.81905(W) AD(       ) 3
 GH0760
 GH0760.Superseded values are not recommended for survey control.
 GH0760
 GH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0760.See file dsdata.pdf to determine how the superseded data were derived.
 GH0760
 GH0760_MARKER: 53 = ELEVATED TANK
 GH0760
 GH0760  HISTORY     - Date     Condition        Report By
 GH0760  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0760
 GH0760                          STATION DESCRIPTION
 GH0760
 GH0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0760'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH,
 GH0760'ELEVATED TANK, LOCATED AT THE NORTH EDGE OF GARBER, ABOUT 100
 GH0760'YARDS NORTH OF THE RAILROAD TRACKS AND 0.15 MILE EAST OF STATE
 GH0760'HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0762 ***********************************************************************
 GH0762  DESIGNATION -  GARBER RESET
 GH0762  PID         -  GH0762
 GH0762  STATE/COUNTY-  OK/GARFIELD
 GH0762  COUNTRY     -  US
 GH0762  USGS QUAD   -  GARBER (2018)
 GH0762
 GH0762                         *CURRENT SURVEY CONTROL
 GH0762  ______________________________________________________________________
 GH0762* NAD 83(1993) POSITION- 36 26 27.15281(N) 097 34 47.12187(W)   ADJUSTED
 GH0762* NAVD 88 ORTHO HEIGHT -   360.24  (+/-2cm)     1181.9   (feet) VERTCON3
 GH0762  ______________________________________________________________________
 GH0762  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 GH0762  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 GH0762  HORZ ORDER      -  FIRST
 GH0762  VERT ORDER      -  THIRD ? (See Below)
 GH0762
 GH0762.The horizontal coordinates were established by classical geodetic methods
 GH0762.and adjusted by the National Geodetic Survey in November 1994.
 GH0762
 GH0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0762
 GH0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0762.GEOID18 height accuracy estimate available here.
 GH0762
 GH0762.The vertical order pertains to the NGVD 29 superseded value.
 GH0762
 GH0762.Click photographs - Photos may exist for this station.
 GH0762
 GH0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0762
 GH0762. The following values were computed from the NAD 83(1993) position.
 GH0762
 GH0762;                    North         East     Units Scale Factor Converg.
 GH0762;SPC OK N     -   159,952.530   637,676.973   MT  0.99995676   +0 14 52.8
 GH0762;SPC OK N     -   524,777.59  2,092,111.87   sFT  0.99995676   +0 14 52.8
 GH0762;UTM  14      - 4,033,787.043   627,290.823   MT  0.99979963   +0 50 37.4
 GH0762
 GH0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0762!SPC OK N     -   0.99994788  x   0.99995676  =   0.99990465
 GH0762!UTM  14      -   0.99994788  x   0.99979963  =   0.99974753
 GH0762
 GH0762:                Primary Azimuth Mark                     Grid Az
 GH0762:SPC OK N     -  GARBER AZ MK                             039 28 24.6
 GH0762:UTM  14      -  GARBER AZ MK                             038 52 40.0
 GH0762
 GH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2729033787(NAD 83)
 GH0762
 GH0762|---------------------------------------------------------------------|
 GH0762| PID    Reference Object                     Distance      Geod. Az  |
 GH0762|                                                           dddmmss.s |
 GH0762| CL5241 GARBER AZ MK                                       0394317.4 |
 GH0762| GH0763 T23N R4W SEC 25 CENTER 1902         201.330 METERS 09237     |
 GH0762| CL5243 GARBER RM 2                          26.570 METERS 10929     |
 GH0762| GH0772 BRECKENRIDGE HIGH ELEV E GABLE      APPROX.14.0 KM 2683639.8 |
 GH0762| GH0773 BRECKENRIDGE ME CHURCH SPIRE        APPROX.13.4 KM 2684603.9 |
 GH0762| GH0770 CROPPER EAST ELEVATOR N GABLE       APPROX. 9.9 KM 2700133.1 |
 GH0762| CL5242 GARBER RM                           252.176 METERS 27041     |
 GH0762| GH0760 GARBER MUNICIPAL TANK               254.508 METERS 28441     |
 GH0762| CL5584 TT 9 B 1                                           3314125.4 |
 GH0762| CL5244 GARBER RM 3                          14.745 METERS 35007     |
 GH0762|---------------------------------------------------------------------|
 GH0762
 GH0762                          SUPERSEDED SURVEY CONTROL
 GH0762
 GH0762  NAD 83(1986)-  36 26 27.16148(N)    097 34 47.11048(W) AD(       ) 1
 GH0762  NAD 27      -  36 26 27.04200(N)    097 34 45.93405(W) AD(       ) 1
 GH0762  USSD        -  36 26 26.95900(N)    097 34 46.20500(W) AD(       ) 3
 GH0762  NGVD 29             360.11   (m)         1181.5    (f) LEVELING    3  
 GH0762
 GH0762.Superseded values are not recommended for survey control.
 GH0762
 GH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0762.See file dsdata.pdf to determine how the superseded data were derived.
 GH0762
 GH0762_MARKER: DS = TRIANGULATION STATION DISK
 GH0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0762_STAMPING: GARBER 1902 1963
 GH0762_MARK LOGO: CGS
 GH0762_PROJECTION: RECESSED 5 CENTIMETERS
 GH0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0762+STABILITY: SURFACE MOTION
 GH0762
 GH0762  HISTORY     - Date     Condition        Report By
 GH0762  HISTORY     - 1902     MONUMENTED       CGS
 GH0762  HISTORY     - 1934     GOOD             CGS
 GH0762  HISTORY     - 1937     GOOD             CGS
 GH0762  HISTORY     - 1937     GOOD             OKDH
 GH0762  HISTORY     - 1947     GOOD             CGS
 GH0762  HISTORY     - 1963     GOOD             CGS
 GH0762  HISTORY     - 1971     GOOD             OKDH
 GH0762  HISTORY     - 19790530 MARK NOT FOUND   USGS
 GH0762
 GH0762                          STATION DESCRIPTION
 GH0762
 GH0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 GH0762'IN NORTHEAST EDGE OF GARBER, IN SEC. 25, T. 23 N., R. 4 W.,
 GH0762'ON LAND OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 28.05
 GH0762'METERS (92.0 FEET) (SLOPE DISTANCE) NORTH OF CENTER OF TRACK,
 GH0762'2.37 METERS (7.8 FEET) SOUTH OF WIRE FENCE ON RIGHT-OF-WAY LINE,
 GH0762'68.40 METERS (224.4 FEET) (SLOPE DISTANCE) FROM NORTHEAST CORNER
 GH0762'OF CATTLE PEN, AND 75.46 METERS (247.6 FEET) (SLOPE DISTANCE)
 GH0762'FROM CENTER OF TRACK AT SWITCH BLOCK.  SURFACE AND UNDERGROUND
 GH0762'MARKS ARE NAILS IN THE CENTER OF IRON PIPES 2 INCHES IN
 GH0762'DIAMETER AND 2 FEET LONG, SET FLANGE DOWN, FILLED WITH AND
 GH0762'SET IN CONCRETE.  REFERENCE MARK IS A NAIL IN THE CENTER OF
 GH0762'AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG, SET
 GH0762'FLANGE DOWN FILLED WITH CONCRETE AND SET IN A CONCRETE
 GH0762'BLOCK 12 INCHES IN DIAMETER, 0.45 METER (1.5 FEET) SOUTH OF
 GH0762'SAME RIGHT-OF-WAY FENCE, OPPOSITE EAST WINDOW IN NORTH FACE
 GH0762'OF DEPOT, AND 252.176 METERS (827.35 FEET) FROM STATION
 GH0762'N 89 DEG 19 MIN W.  OTHER DISTANCES AND BEARINGS FROM
 GH0762'STATION ARE- CENTER SEC. 25, T. 23 N., R. 4 W., AS IDENTIFIED
 GH0762'IN 1902 BY MR. S.H. PETERS, 201.33 METERS (660.5 FEET),
 GH0762'S 87 DEG 23 MIN E, MR. SCHIEBERS CHIMNEY, CENTER OF
 GH0762'SQUARE-TOPPED HOUSE, ABOUT 175 METERS (574 FEET), S 8 DEG
 GH0762'07 MIN W, M.E. CHURCH SPIRE, ABOUT 275 METERS (902
 GH0762'FEET), S 15 DEG 39 MIN W, GARBER ELEVATOR, CENTER
 GH0762'SHAFT, 98.8 METERS (324 FEET), S 60 DEG 37 MIN W.
 GH0762
 GH0762                          STATION RECOVERY (1934)
 GH0762
 GH0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0762'IN GARBER, NORTH OF ROCK ISLAND RAILROAD, NORTH OF EAST END
 GH0762'OF GARBER MILLING COMPANY MILL.  THE WIRE FENCE REFERRED TO IN
 GH0762'DESCRIPTION IS NOT THERE, OTHERWISE THE ORIGINAL DESCRIPTION
 GH0762'IS GOOD.
 GH0762'
 GH0762'THE STATION IS IN GOOD CONDITION, EXCEPT THAT A NAIL HAS BEEN
 GH0762'BENT AND LATER RAISED.  IT LOOKS TO BE WELL CENTERED.
 GH0762'
 GH0762'REFERENCE MARK WAS NOT RECOVERED AT THIS DATE.  THE MEASUREMENTS
 GH0762'GIVEN FROM STATION AND RAILROAD INDICATE IT TO BE ABOUT 18 FEET
 GH0762'WEST AND 2-1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 GH0762'GARBER TOOL BUILDING, WHICH HAS A CONCRETE FLOOR.
 GH0762
 GH0762                          STATION RECOVERY (1937)
 GH0762
 GH0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 GH0762'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS FLUSH WITH
 GH0762'THE GROUND, 92 FEET NORTH OF THE CENTER OF THE MAIN TRACK
 GH0762'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AND 814 FEET
 GH0762'SOUTH OF EAST OF GARBER MUNICIPAL WATER TANK, ON RIGHT-OF-WAY OF
 GH0762'THE RAILROAD.  REFERENCE MARK WAS NOT FOUND, BUT NO THOROUGH
 GH0762'SEARCH WAS MADE FOR IT.
 GH0762'
 GH0762'TO REACH FROM GARBER, GO ACROSS RAILROAD TRACKS AT DEPOT TO
 GH0762'VICINITY OF WATER TANK, THENCE EAST ON WAGON TRAIL 0.15 MILE
 GH0762'TO STATION, WHICH IS A FEW FEET SOUTH OF THE TRAIL.
 GH0762'
 GH0762'A TIE WAS MADE TO TT 9 B 1 (OKLA.GEOD.S.) ESTABLISHING IT AS
 GH0762'AZIMUTH.  IT IS NOT VISIBLE FROM INSTRUMENT HEIGHT, AND REQUIRES
 GH0762'A TARGET ABOUT 8 FEET HIGH.
 GH0762
 GH0762                          STATION RECOVERY (1937)
 GH0762
 GH0762'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937 (CHR)
 GH0762'C.H. RIGHTMIRE, STATE HIGHWAY PLANNING SURVEY, MANAGER-ROAD
 GH0762'INVENTORY, 720 COTTON EXCHANGE BUILDING, OKLAHOMA CITY, OKLA.
 GH0762'SUBMITTED THE FOLLOWING- CORRECT EXCEPT THAT RIGHT-OF-WAY
 GH0762'FENCE HAS BEEN MOVED 100 FEET NORTH.
 GH0762
 GH0762                          STATION RECOVERY (1947)
 GH0762
 GH0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0762'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 GH0762'MARK HAS BEEN LOST.  A REVISED DESCRIPTION IS AS FOLLOWS-
 GH0762'
 GH0762'STATION IS IN THE N EDGE OF GARBER, IN SEC. 25, T23N, R4W,
 GH0762'ON PROPERTY BELONGING TO THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0762'RAILWAY, 28.05 METERS (92.0 FEET) N OF THE CENTER OF THE TRACKS,
 GH0762'ABOUT 100 FEET S OF THE N RIGHT-OF-WAY FENCE, AND 814 FEET ESE
 GH0762'OF THE GARBER MUNICIPAL WATER TANK.
 GH0762'
 GH0762'SURFACE AND UNDERGROUND MARKS ARE NAILS SET IN THE CENTER OF
 GH0762'IRON PIPES, 2 INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH
 GH0762'AND SET IN CONCRETE.  THE UNDERGROUND MARK IS ABOUT 2 FEET
 GH0762'BELOW THE SURFACE.  THE SURFACE MARK IS ABOUT 16 INCHES IN
 GH0762'DIAMETER AND IS FLUSH WITH GROUND.
 GH0762'
 GH0762'A TIE WAS MADE IN 1937 BY W.M. TO TT9B1 (OKLA.GEOD.S.),
 GH0762'ESTABLISHING IT AS AN AZIMUTH MARK.
 GH0762'
 GH0762'AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 GH0762'1 INCH.  IT IS 0.5 MILE N OF THE RAILROAD, 0.1 MILE E OF
 GH0762'HIGHWAY 74, 8 YARDS N OF THE CENTER LINE OF E-W ROAD, 2 FEET
 GH0762'N OF N RIGHT-OF-WAY FENCE, AND IN A SMALL PASTURE 30 YARDS NE
 GH0762'OF A FENCE CORNER ON THE S SIDE OF THE ROAD.
 GH0762'
 GH0762'THE STATION IS 0.15 MILE E OF THE DEPOT AND OPPOSITE THE E
 GH0762'ELEVATOR.
 GH0762
 GH0762                          STATION RECOVERY (1963)
 GH0762
 GH0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0762'THE UNDERGROUND STATION MARK AND TT 9 B 1 (OKLA. GEOD. S.)
 GH0762'MARK WERE RECOVERED.  A NEW SURFACE STATION MARK WAS ESTABLISHED
 GH0762'PRECISELY OVER THE UNDERGROUND MARK.  THE REFERENCE MARK WAS NOT
 GH0762'RECOVERED.  DISTANCE AND DIRECTION WAS NOT VERIFIED BECAUSE
 GH0762'OF OBSTRUCTIONS.  A REFERENCE MARK 2, 3 AND AN AZIMUTH MARK
 GH0762'WERE ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 GH0762'
 GH0762'THE STATION IS IN THE NORTH EDGE OF GARBER, NEAR THE CENTER
 GH0762'OF A TRACK ROAD, ON RAILROAD RIGHT-OF-WAY PROPERTY.
 GH0762'
 GH0762'TO REACH THE STATION FROM THE POST OFFICE IN GARBER, GO NORTH
 GH0762'ON MAIN STREET FOR 0.2 MILE TO A TRACK ROAD RIGHT JUST AFTER
 GH0762'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO EAST ON TRACK
 GH0762'ROAD, ALONG THE NORTH SIDE OF RAILROAD TRACKS FOR 0.1 MILE TO
 GH0762'THE STATION.  TO REACH THE AZIMUTH MARK, CONTINUE EAST ON TRACK
 GH0762'ROAD FOR 0.1 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 GH0762'NORTH ON GRADED ROAD FOR 0.3 MILE TO A T-ROAD INTERSECTION.
 GH0762'TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.2 MILE TO THE
 GH0762'MARK ON THE RIGHT.
 GH0762'
 GH0762'STATION MARK IS A STANDARD DISK, STAMPED GARBER 1902 1963,
 GH0762'SET IN THE TOP OF A ROUND CONCRETE POST 27 INCHES IN DIAMETER
 GH0762'AND 2 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET NORTH OF
 GH0762'THE NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 GH0762'
 GH0762'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GARBER NO 2 1902
 GH0762'1963, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0762'THE GROUND SURFACE.  IT IS 26 FEET NORTH OF THE NORTH RAIL OF THE
 GH0762'RAILROAD TRACKS AND 23 FEET SOUTH OF THE CENTERLINE OF THE
 GH0762'TRACK ROAD.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GH0762'
 GH0762'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GARBER NO 3 1902
 GH0762'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0762'WITH THE GROUND SURFACE.  IT IS 99 FEET NORTH OF THE NORTH
 GH0762'RAIL OF THE RAILROAD TRACKS AND 57 FEET NORTH OF THE CENTERLINE
 GH0762'OF THE TRACK ROAD.  IT IS ABOUT THE SAME ELEVATION AS THE
 GH0762'STATION.
 GH0762'
 GH0762'AZIMUTH MARK IS A STANDARD DISK, STAMPED GARBER 1963, SET IN THE
 GH0762'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GH0762'IT IS 56 FEET SOUTH OF A TELEPHONE LINE POLE, 39.5 FEET WEST
 GH0762'OF A POWER LINE POLE, 29 FEET NORTH OF THE CENTERLINE OF A
 GH0762'GRADED ROAD, 2 FEET NORTHWEST OF THE WEST GATE POST OF A WIRE
 GH0762'GATE AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS ABOUT 2 FEET
 GH0762'HIGHER THAN THE ROAD.
 GH0762'
 GH0762'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0762
 GH0762                          STATION RECOVERY (1971)
 GH0762
 GH0762'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (BEG)
 GH0762'GARBER 1902 1963, GOOD-- A NEW WITNESS POST WITH USC AND GS
 GH0762'SIGN WAS SET 2.0 FEET SOUTH OF STATION.
 GH0762'
 GH0762'REFERENCE MARK 2, 3 WERE IN AS DESCRIBED BY REVISED DESCRIPTION
 GH0762'OF USC AND GS DESCRIPTION SHEET.
 GH0762
 GH0762                          STATION RECOVERY (1979)
 GH0762
 GH0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GH0762'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0595 ***********************************************************************
 GJ0595  DESIGNATION -  GARNER
 GJ0595  PID         -  GJ0595
 GJ0595  STATE/COUNTY-  OK/MAJOR
 GJ0595  COUNTRY     -  US
 GJ0595  USGS QUAD   -  PHROSO (2018)
 GJ0595
 GJ0595                         *CURRENT SURVEY CONTROL
 GJ0595  ______________________________________________________________________
 GJ0595* NAD 83(1993) POSITION- 36 19 06.27077(N) 098 47 28.53096(W)   ADJUSTED
 GJ0595* NAVD 88 ORTHO HEIGHT -   529.    (meters)     1736.    (feet) SCALED
 GJ0595  ______________________________________________________________________
 GJ0595  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 GJ0595  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 GJ0595  HORZ ORDER      -  SECOND
 GJ0595
 GJ0595.The horizontal coordinates were established by classical geodetic methods
 GJ0595.and adjusted by the National Geodetic Survey in November 1994.
 GJ0595
 GJ0595.The orthometric height was scaled from a topographic map.
 GJ0595
 GJ0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0595.GEOID18 height accuracy estimate available here.
 GJ0595
 GJ0595.Click photographs - Photos may exist for this station.
 GJ0595
 GJ0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0595
 GJ0595. The following values were computed from the NAD 83(1993) position.
 GJ0595
 GJ0595;                    North         East     Units Scale Factor Converg.
 GJ0595;SPC OK N     -   146,571.459   528,949.518   MT  0.99994887   -0 28 01.1
 GJ0595;SPC OK N     -   480,876.53  1,735,395.21   sFT  0.99994887   -0 28 01.1
 GJ0595;UTM  14      - 4,019,285.772   518,737.460   MT  0.99960433   +0 07 25.1
 GJ0595
 GJ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0595!SPC OK N     -   0.99992132  x   0.99994887  =   0.99987019
 GJ0595!UTM  14      -   0.99992132  x   0.99960433  =   0.99952568
 GJ0595
 GJ0595:                Primary Azimuth Mark                     Grid Az
 GJ0595:SPC OK N     -  GARNER AZ MK                             271 34 49.6
 GJ0595:UTM  14      -  GARNER AZ MK                             270 59 23.4
 GJ0595
 GJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1873719285(NAD 83)
 GJ0595
 GJ0595|---------------------------------------------------------------------|
 GJ0595| PID    Reference Object                     Distance      Geod. Az  |
 GJ0595|                                                           dddmmss.s |
 GJ0595| CK9690 GARNER RM 1                          21.976 METERS 09204     |
 GJ0595| CK9691 GARNER RM 2                          13.509 METERS 18213     |
 GJ0595| CK9689 GARNER AZ MK                                       2710648.5 |
 GJ0595|---------------------------------------------------------------------|
 GJ0595
 GJ0595                          SUPERSEDED SURVEY CONTROL
 GJ0595
 GJ0595  NAD 83(1986)-  36 19 06.27482(N)    098 47 28.51780(W) AD(       ) 2
 GJ0595  NAD 27      -  36 19 06.14297(N)    098 47 27.19700(W) AD(       ) 2
 GJ0595
 GJ0595.Superseded values are not recommended for survey control.
 GJ0595
 GJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0595.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0595
 GJ0595_MARKER: DS = TRIANGULATION STATION DISK
 GJ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0595_STAMPING: GARNER 1951
 GJ0595_MARK LOGO: CGS
 GJ0595_PROJECTION: FLUSH
 GJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0595+STABILITY: SURFACE MOTION
 GJ0595
 GJ0595  HISTORY     - Date     Condition        Report By
 GJ0595  HISTORY     - 1951     MONUMENTED       CGS
 GJ0595
 GJ0595                          STATION DESCRIPTION
 GJ0595
 GJ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0595'THE STATION IS LOCATED ABOUT 18 MILES WEST FROM FAIRVIEW, ABOUT 10
 GJ0595'MILES NORTHEAST OF CHESTER AND IS ON PROPERTY OWNED BY MR. W. J.
 GJ0595'GARNER.  IT IS SITUATED ABOUT 125 FEET NORTHWEST OF THE FARMHOUSE,
 GJ0595'95 FEET NORTHWEST FROM THE NORTHWEST CORNER OF A SMOKE HOUSE AND 3
 GJ0595'FEET EAST OF A FENCE LINE.  IT IS STAMPED GARNER 1951 AND IS SET
 GJ0595'FLUSH WITH THE SURFACE OF THE GROUND.
 GJ0595'
 GJ0595'REFERENCE MARK NO. 1 IS 15 FEET SOUTH FROM A SMALL OUTHOUSE, 1 FOOT
 GJ0595'WEST OF A CHICKEN LOT FENCE AND IS ABOUT 3 FEET LOWER THAN THE
 GJ0595'STATION. IT IS STAMPED GARNER NO 1 1951 AND PROJECTS 4 INCHES ABOVE
 GJ0595'THE SURFACE OF THE GROUND.
 GJ0595'
 GJ0595'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCE LINE.  IT IS STAMPED
 GJ0595'GARNER NO 2 1951 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 GJ0595'
 GJ0595'THE AZIMUTH MARK IS LOCATED 40 FEET SOUTH FROM THE CENTER OF THE
 GJ0595'ROAD, 1 FOOT EAST OF A GATE POST, AND 1 FOOT SOUTH OF A WITNESS
 GJ0595'POST.  IT IS STAMPED GARNER 1951 AND PROJECTS 4 INCHES ABOVE THE
 GJ0595'SURFACE OF THE GROUND.
 GJ0595'
 GJ0595'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA, GO SOUTH ON
 GJ0595'U. S. HIGHWAY 281 FOR 11.5 MILES TO ITS JUNCTION WITH STATE ROUTE
 GJ0595'15, TURN LEFT ON STATE ROUTE 15 AND GO EAST FOR 5.0 MILES TO A
 GJ0595'CROSSROAD, TURN RIGHT AND GO SOUTHERLY FOR 7.0 MILES TO A
 GJ0595'CROSSROAD (KEEPING SOUTH AT ALL ROAD INTERSECTIONS), TURN RIGHT ON
 GJ0595'A GRAVELED ROAD AND GO WEST FOR 0.5 MILE TO MR. GARNERS HOME AND
 GJ0595'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON THE
 GJ0595'GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 GJ0595'DESCRIBED.
 GJ0595'
 GJ0595'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1004 ***********************************************************************
 GH1004  DESIGNATION -  GARRY
 GH1004  PID         -  GH1004
 GH1004  STATE/COUNTY-  OK/OSAGE
 GH1004  COUNTRY     -  US
 GH1004  USGS QUAD   -  GRAINOLA (2018)
 GH1004
 GH1004                         *CURRENT SURVEY CONTROL
 GH1004  ______________________________________________________________________
 GH1004* NAD 83(1997) POSITION- 36 59 03.97113(N) 096 38 47.37535(W)   ADJUSTED
 GH1004* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 GH1004  ______________________________________________________________________
 GH1004  GEOID HEIGHT    -        -29.145 (meters)                     GEOID18
 GH1004  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 GH1004  HORZ ORDER      -  SECOND
 GH1004
 GH1004.The horizontal coordinates were established by classical geodetic methods
 GH1004.and adjusted by the National Geodetic Survey in October 1998.
 GH1004
 GH1004.The orthometric height was scaled from a topographic map.
 GH1004
 GH1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1004.GEOID18 height accuracy estimate available here.
 GH1004
 GH1004.Click photographs - Photos may exist for this station.
 GH1004
 GH1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1004
 GH1004. The following values were computed from the NAD 83(1997) position.
 GH1004
 GH1004;                    North         East     Units Scale Factor Converg.
 GH1004;SPC OK N     -   221,030.800   720,504.217   MT  1.00004699   +0 47 55.6
 GH1004;SPC OK N     -   725,165.22  2,363,854.25   sFT  1.00004699   +0 47 55.6
 GH1004;UTM  14      - 4,095,734.787   709,464.873   MT  1.00014054   +1 24 59.0
 GH1004
 GH1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1004!SPC OK N     -   0.99994398  x   1.00004699  =   0.99999097
 GH1004!UTM  14      -   0.99994398  x   1.00014054  =   1.00008451
 GH1004
 GH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0946495734(NAD 83)
 GH1004
 GH1004                          SUPERSEDED SURVEY CONTROL
 GH1004
 GH1004  NAD 83(1993)-  36 59 03.96971(N)    096 38 47.37226(W) AD(       ) 2
 GH1004  NAD 83(1986)-  36 59 03.98425(N)    096 38 47.36457(W) AD(       ) 2
 GH1004  NAD 27      -  36 59 03.86131(N)    096 38 46.28965(W) AD(       ) 2
 GH1004
 GH1004.Superseded values are not recommended for survey control.
 GH1004
 GH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1004.See file dsdata.pdf to determine how the superseded data were derived.
 GH1004
 GH1004_MARKER: P = PIPE CAP
 GH1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH1004_STAMPING: P.P. CO. GARY
 GH1004_PROJECTION: PROJECTING 38 CENTIMETERS
 GH1004_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH1004
 GH1004  HISTORY     - Date     Condition        Report By
 GH1004  HISTORY     - 1962     MONUMENTED       PHILIP
 GH1004
 GH1004                          STATION DESCRIPTION
 GH1004
 GH1004'DESCRIBED BY PHILLIPS PETROLEUM COMPANY 1962 (JCC)
 GH1004'STATION IS ON A BARE KNOLL IN PASTURE LAND, ABOUT 3-1/4
 GH1004'MILES NORTH OF GRAINOLA, 1-1/4 MILES SOUTH OF KANSAS-OKLAHOMA
 GH1004'STATE LINE AND 0.3 MILE EAST OF STATE HIGHWAY 18.
 GH1004'
 GH1004'IT IS A 2 INCH IRON PIPE WITH A METAL CAP BRADDED TO THE
 GH1004'TOP, STAMPED P.P. CO. GARRY, PROJECTING 15 INCHES.
 GH1004'
 GH1004'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GH1004'GRAIN, THE DISTANCE BEING 86.69 FEET OR 26.422 METERS
 GH1004'SOUTH-SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0657 ***********************************************************************
 GJ0657  DESIGNATION -  GARVEY
 GJ0657  PID         -  GJ0657
 GJ0657  STATE/COUNTY-  OK/WOODWARD
 GJ0657  COUNTRY     -  US
 GJ0657  USGS QUAD   -  QUINLAN (2018)
 GJ0657
 GJ0657                         *CURRENT SURVEY CONTROL
 GJ0657  ______________________________________________________________________
 GJ0657* NAD 83(1993) POSITION- 36 23 30.59372(N) 099 03 17.25183(W)   ADJUSTED
 GJ0657* NAVD 88 ORTHO HEIGHT -   575.55  (+/-2cm)     1888.3   (feet) VERTCON3
 GJ0657  ______________________________________________________________________
 GJ0657  GEOID HEIGHT    -        -28.063 (meters)                     GEOID18
 GJ0657  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 GJ0657  HORZ ORDER      -  FIRST
 GJ0657  VERT ORDER      -  THIRD ? (See Below)
 GJ0657
 GJ0657.The horizontal coordinates were established by classical geodetic methods
 GJ0657.and adjusted by the National Geodetic Survey in November 1994.
 GJ0657
 GJ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0657
 GJ0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0657.GEOID18 height accuracy estimate available here.
 GJ0657
 GJ0657.The vertical order pertains to the NGVD 29 superseded value.
 GJ0657
 GJ0657.Click photographs - Photos may exist for this station.
 GJ0657
 GJ0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0657
 GJ0657. The following values were computed from the NAD 83(1993) position.
 GJ0657
 GJ0657;                    North         East     Units Scale Factor Converg.
 GJ0657;SPC OK N     -   154,942.984   505,375.040   MT  0.99995305   -0 37 20.9
 GJ0657;SPC OK N     -   508,342.11  1,658,051.28   sFT  0.99995305   -0 37 20.9
 GJ0657;UTM  14      - 4,027,411.122   495,086.256   MT  0.99960030   -0 01 57.0
 GJ0657
 GJ0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0657!SPC OK N     -   0.99991408  x   0.99995305  =   0.99986714
 GJ0657!UTM  14      -   0.99991408  x   0.99960030  =   0.99951442
 GJ0657
 GJ0657:                Primary Azimuth Mark                     Grid Az
 GJ0657:SPC OK N     -  GARVEY AZ MK                             063 25 31.9
 GJ0657:UTM  14      -  GARVEY AZ MK                             062 50 08.0
 GJ0657
 GJ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9508627411(NAD 83)
 GJ0657
 GJ0657|---------------------------------------------------------------------|
 GJ0657| PID    Reference Object                     Distance      Geod. Az  |
 GJ0657|                                                           dddmmss.s |
 GJ0657| CK9692 GARVEY AZ MK                                       0624811.0 |
 GJ0657| CK9693 GARVEY RM 1                          53.870 METERS 12941     |
 GJ0657| CK9694 GARVEY RM 2                          33.894 METERS 18943     |
 GJ0657| GJ0658 MOORELAND MICROWAVE RELAY MAST      APPROX. 7.1 KM 3133334.1 |
 GJ0657|---------------------------------------------------------------------|
 GJ0657
 GJ0657                          SUPERSEDED SURVEY CONTROL
 GJ0657
 GJ0657  NAD 83(1986)-  36 23 30.59785(N)    099 03 17.23912(W) AD(       ) 1
 GJ0657  NAD 27      -  36 23 30.46625(N)    099 03 15.88573(W) AD(       ) 1
 GJ0657  NGVD 29             575.33   (m)         1887.6    (f) LEVELING    3  
 GJ0657
 GJ0657.Superseded values are not recommended for survey control.
 GJ0657
 GJ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0657.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0657
 GJ0657_MARKER: DS = TRIANGULATION STATION DISK
 GJ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0657_STAMPING: GARVEY 1934
 GJ0657_MARK LOGO: CGS
 GJ0657_PROJECTION: FLUSH
 GJ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0657+STABILITY: SURFACE MOTION
 GJ0657
 GJ0657  HISTORY     - Date     Condition        Report By
 GJ0657  HISTORY     - 1934     MONUMENTED       CGS
 GJ0657  HISTORY     - 1963     GOOD             CGS
 GJ0657
 GJ0657                          STATION DESCRIPTION
 GJ0657
 GJ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0657'STATION IS LOCATED IN GARVEY PRECINCT NEAR THE CENTER OF THE
 GJ0657'SOUTH EDGE OF THE SOUTHEAST QUARTER SEC. 7, T. 22 N., R. 17 W.
 GJ0657'ABOUT 4 MILES AND A LITTLE WEST OF SOUTH OF QUINLAN, ABOUT 0.5
 GJ0657'MILE SOUTHWEST OF THE HOME OF E.F. ROLLAND, 30 FEET SOUTH OF A
 GJ0657'LINE OF CEDAR TREES ALONG A SOUTHWEST-NORTHEAST FENCE LINE
 GJ0657'ON A HIGH PROMINENT KNOLL IN PASTURE LAND, THE PROPERTY OF
 GJ0657'MR. H.B. BRADBURY OF WOODWARD, TENANTED BY MR. E.F. ROLLAND.
 GJ0657'
 GJ0657'TO REACH STATION FROM POST OFFICE IN QUINLAN, GO WEST AND
 GJ0657'SOUTH ON STATE HIGHWAY 15 FOR 2.4 MILES TO A POINT WHERE STATE
 GJ0657'HIGHWAY 15 MAKES A RIGHT TURN (WEST) IN A CUT.  TURN (LEFT) EAST
 GJ0657'ON A DIRT ROAD AND GO 1 MILE TO T-ROAD SOUTH, TURN (RIGHT)
 GJ0657'SOUTH AND GO 2.9 MILES TO POINT WHERE ROAD TURNS (RIGHT) WEST,
 GJ0657'TURN RIGHT WEST GO 0.1 MILE TURN (LEFT) SOUTH GO 0.2 MILE
 GJ0657'TURN (RIGHT) WEST AND GO 0.2 MILE.  STATION MARK IS 70 FEET
 GJ0657'NORTH OF CENTERLINE OF ROAD ON A HIGH PROMINENT KNOLL, AND
 GJ0657'PROJECTS 6 INCHES.
 GJ0657'
 GJ0657'REFERENCE MARK NO. 1 IS IN EAST-WEST FENCE LINE, 25 FEET SOUTH
 GJ0657'OF THE CENTERLINE OF ROAD, AND PROJECTS 8 INCHES.
 GJ0657'
 GJ0657'REFERENCE MARK NO. 2 IS IN EAST-WEST FENCE LINE, 15 FEET SOUTH
 GJ0657'OF THE CENTERLINE OF ROAD, AND PROJECTS 8 INCHES.
 GJ0657'
 GJ0657'TO REACH AZIMUTH MARK FROM STATION, GO EAST 0.2 MILE, TURN
 GJ0657'(LEFT) NORTH GO 0.2 MILE, TURN RIGHT (EAST) GO 0.1 MILE.  MARK
 GJ0657'IS IN EAST-WEST FENCE LINE, 50 FEET WEST-SOUTHWEST OF SOUTHWEST
 GJ0657'CORNER OF HOUSE, 170 FEET SOUTHEAST OF CENTERLINE OF ROAD AT A
 GJ0657'POINT WHERE IT BREAKS TO THE NORTH AND WEST, AND PROJECTS
 GJ0657'8 INCHES.
 GJ0657'
 GJ0657'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0657'BRONZE DISKS SET IN CONCRETE.
 GJ0657'
 GJ0657'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 GJ0657
 GJ0657                          STATION RECOVERY (1963)
 GJ0657
 GJ0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0657'ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.  A ERROR IN
 GJ0657'DISTANCES OF 1.69 FEET AND 5 16 FT IN DIRECTION WAS NOTED IN
 GJ0657'REFERENCE MARK NO. 2.  A NEW ROUTE AND DESCRIPTION FOLLOWS.
 GJ0657'
 GJ0657'STATION IS ABOUT 4 MILES SOUTH OF QUINLAN, 8 MILES EAST-SOUTHEAST
 GJ0657'OF MOORELAND, ON A HIGH PROMINENT KNOLL ON PROPERTY OF MR. H.B.
 GJ0657'BRADBURY OF WOODWARD, TENANTED BY MR. E.F. ROLLAND.
 GJ0657'
 GJ0657'TO REACH FROM JUNCTIONS OF STATE HIGHWAYS 50 AND 15 IN MOORELAND,
 GJ0657'GO EAST ON STATE HIGHWAY 15 FOR 8.6 MILES TO CROSSROADS, TURN
 GJ0657'RIGHT, SOUTH, AND GO 2.5 MILES TO A RIGHT TURN IN ROAD AND
 GJ0657'AZIMUTH MARK ON LEFT.  TURN RIGHT AND FOLLOW WINDING ROAD FOR
 GJ0657'0.45 MILE TO HIGH KNOLL AND STATION ON RIGHT.
 GJ0657'
 GJ0657'THE STATION MARK IS A STANDARD DISK, STAMPED GARVEY 1934,
 GJ0657'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0657'GROUND.  IT IS 259 FEET NORTHWEST OF A FENCE CORNER, WHICH IS
 GJ0657'NORTHWEST OF A FARM HOUSE, 74 FEET NORTH OF THE CENTERLINE OF
 GJ0657'THE MAIN ROAD, 35 FEET SOUTH OF A SOUTHWEST-NORTHEAST FENCE
 GJ0657'LINE, 4 FEET NORTH OF A METAL WITNESS POST.
 GJ0657'
 GJ0657'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GARVEY NO 1 1934,
 GJ0657'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0657'GROUND.  IT IS 68 FEET WEST OF THE FENCE CORNER, FEET NORTH
 GJ0657'OF THE CENTERLINE OF THE MAIN ROAD, 0.8 FEET NORTH OF A EAST-WEST
 GJ0657'FENCE LINE AND ABOUT 8 FEET LOWER THAN THE STATION.
 GJ0657'
 GJ0657'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GARVEY NO 2 1934,
 GJ0657'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0657'GROUND.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD,
 GJ0657'11 FEET EAST OF A FENCE CORNER POST, 2 FEET NORTH OF THE FENCE
 GJ0657'AND 6 FEET LOWER THAN THE STATION.
 GJ0657'
 GJ0657'AZIMUTH MARK IS A STANDARD DISK, STAMPED GARVEY AZI 1934, SET
 GJ0657'IN TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES
 GJ0657'ABOVE THE GROUND.  IT IS 170 FEET SOUTHEAST OF THE CENTERLINE
 GJ0657'OF THE MAIN ROAD AT POINT WHERE IT BREAKS TO THE WEST, 80 FEET
 GJ0657'EAST OF A T FENCE CORNER, 50 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 GJ0657'CORNER OF A HOUSE, 5.2 FEET SOUTH-EAST OF A METAL WITNESS POST,
 GJ0657'AND 4.5 FEET SOUTHEAST OF A WEST GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1312 ***********************************************************************
 DM1312  DESIGNATION -  GARVIN MUNICIPAL TANK
 DM1312  PID         -  DM1312
 DM1312  STATE/COUNTY-  OK/MCCURTAIN
 DM1312  COUNTRY     -  US
 DM1312  USGS QUAD   -  GARVIN (2019)
 DM1312
 DM1312                         *CURRENT SURVEY CONTROL
 DM1312  ______________________________________________________________________
 DM1312* NAD 83(1993) POSITION- 33 57 17.29056(N) 094 56 03.87495(W)   ADJUSTED
 DM1312  ______________________________________________________________________
 DM1312  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 DM1312  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 DM1312  HORZ ORDER      -  THIRD
 DM1312
 DM1312.The horizontal coordinates were established by classical geodetic methods
 DM1312.and adjusted by the National Geodetic Survey in November 1994.
 DM1312
 DM1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1312.GEOID18 height accuracy estimate available here.
 DM1312
 DM1312.Click photographs - Photos may exist for this station.
 DM1312
 DM1312.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1312
 DM1312. The following values were computed from the NAD 83(1993) position.
 DM1312
 DM1312;                    North         East     Units Scale Factor Converg.
 DM1312;SPC OK S     -    73,238.577   883,319.078   MT  0.99999585   +1 44 24.3
 DM1312;SPC OK S     -   240,283.56  2,898,022.68   sFT  0.99999585   +1 44 24.3
 DM1312;SPC TXNC     - 2,259,336.129   929,516.298   MT  0.99999671   +1 56 40.8
 DM1312;SPC TXNC     - 7,412,505.28  3,049,588.05   sFT  0.99999671   +1 56 40.8
 DM1312;UTM  15      - 3,758,830.351   321,254.026   MT  0.99999387   -1 04 50.6
 DM1312
 DM1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2125458830(NAD 83)
 DM1312
 DM1312                          SUPERSEDED SURVEY CONTROL
 DM1312
 DM1312  NAD 83(1986)-  33 57 17.29636(N)    094 56 03.86387(W) AD(       ) 3
 DM1312  NAD 27      -  33 57 16.90400(N)    094 56 03.06500(W) AD(       ) 3
 DM1312
 DM1312.Superseded values are not recommended for survey control.
 DM1312
 DM1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1312.See file dsdata.pdf to determine how the superseded data were derived.
 DM1312
 DM1312_MARKER: 53 = ELEVATED TANK
 DM1312
 DM1312  HISTORY     - Date     Condition        Report By
 DM1312  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1312
 DM1312                          STATION DESCRIPTION
 DM1312
 DM1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1312'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE SMALL VILLAGE
 DM1312'OF GARVIN.  IT IS APPROXIMATELY 35 FEET SOUTH OF AN EAST-WEST
 DM1312'GRAVEL ROAD.  THE TANK IS ABOUT 80 FEET HIGH, HAS 4-LEGS AND
 DM1312'IS PAINTED SILVER.
 DM1312'
 DM1312'TO REACH FROM THE POST OFFICE IN GARVIN, GO EAST ON GRAVELED
 DM1312'ROAD FOR 0.5 MILE TO STATION ON RIGHT.
 DM1312'
 DM1312'THE POINT INTERSECTED WAS THE BALL ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1163 ***********************************************************************
 FJ1163  DESIGNATION -  GARY
 FJ1163  PID         -  FJ1163
 FJ1163  STATE/COUNTY-  OK/OKMULGEE
 FJ1163  COUNTRY     -  US
 FJ1163  USGS QUAD   -  LAKE BOREN (2018)
 FJ1163
 FJ1163                         *CURRENT SURVEY CONTROL
 FJ1163  ______________________________________________________________________
 FJ1163* NAD 83(1993) POSITION- 35 48 57.95125(N) 096 00 56.80390(W)   ADJUSTED
 FJ1163* NAVD 88 ORTHO HEIGHT -   238.0   (meters)      781.    (feet) VERTCON3
 FJ1163  ______________________________________________________________________
 FJ1163  GEOID HEIGHT    -        -28.922 (meters)                     GEOID18
 FJ1163  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 FJ1163  HORZ ORDER      -  SECOND
 FJ1163
 FJ1163.The horizontal coordinates were established by classical geodetic methods
 FJ1163.and adjusted by the National Geodetic Survey in November 1994.
 FJ1163
 FJ1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1163
 FJ1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1163.GEOID18 height accuracy estimate available here.
 FJ1163
 FJ1163.Click photographs - Photos may exist for this station.
 FJ1163
 FJ1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1163
 FJ1163. The following values were computed from the NAD 83(1993) position.
 FJ1163
 FJ1163;                    North         East     Units Scale Factor Converg.
 FJ1163;SPC OK N     -    92,380.444   779,300.221   MT  0.99996410   +1 10 15.5
 FJ1163;SPC OK N     -   303,084.84  2,556,754.14   sFT  0.99996410   +1 10 15.5
 FJ1163;UTM  14      - 3,967,662.394   769,622.558   MT  1.00049589   +1 44 50.6
 FJ1163;UTM  15      - 3,967,749.862   227,525.390   MT  1.00051495   -1 45 57.2
 FJ1163
 FJ1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1163!SPC OK N     -   0.99996718  x   0.99996410  =   0.99993128
 FJ1163!UTM  14      -   0.99996718  x   1.00049589  =   1.00046305
 FJ1163!UTM  15      -   0.99996718  x   1.00051495  =   1.00048211
 FJ1163
 FJ1163:                Primary Azimuth Mark                     Grid Az
 FJ1163:SPC OK N     -  AT T COMMUNICATION TOWER                 276 49 28.7
 FJ1163:UTM  14      -  AT T COMMUNICATION TOWER                 276 14 53.6
 FJ1163:UTM  15      -  AT T COMMUNICATION TOWER                 279 45 41.4
 FJ1163
 FJ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6962267662(NAD 83)
 FJ1163
 FJ1163|---------------------------------------------------------------------|
 FJ1163| PID    Reference Object                     Distance      Geod. Az  |
 FJ1163|                                                           dddmmss.s |
 FJ1163| CI0987 GARY RM 1                            14.401 METERS 19216     |
 FJ1163| CI0110 AT T COMMUNICATION TOWER                           2775944.2 |
 FJ1163| CI0988 GARY RM 2                            14.801 METERS 34918     |
 FJ1163|---------------------------------------------------------------------|
 FJ1163
 FJ1163                          SUPERSEDED SURVEY CONTROL
 FJ1163
 FJ1163  NAD 83(1986)-  35 48 57.97607(N)    096 00 56.78720(W) AD(       ) 2
 FJ1163  NAD 27      -  35 48 57.62160(N)    096 00 55.81582(W) AD(       ) 2
 FJ1163  NGVD 29 (07/19/86)  237.8    (m)          780.     (f) VERT ANG       
 FJ1163
 FJ1163.Superseded values are not recommended for survey control.
 FJ1163
 FJ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1163.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1163
 FJ1163_MARKER: DD = SURVEY DISK
 FJ1163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1163+WITH SETTING: INFORMATION.
 FJ1163_STAMPING: GARY ET 1968
 FJ1163_MARK LOGO: USGS
 FJ1163_PROJECTION: FLUSH
 FJ1163_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1163
 FJ1163  HISTORY     - Date     Condition        Report By
 FJ1163  HISTORY     - 1968     MONUMENTED       USGS
 FJ1163
 FJ1163                          STATION DESCRIPTION
 FJ1163
 FJ1163'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FJ1163'THE STATION IS ABOUT 6 MI NE. OF BEGGS AND ABOUT 5 MI SE. OF
 FJ1163'MOUNDS, ABOUT 1000 FT N. AND ABOUT 130 FT W. OF THE COR. OF
 FJ1163'SECS. 2, 3, 34 AND 35, T. 16 N., R. 12 E.
 FJ1163'
 FJ1163'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 75 AND ST. HWY. 16
 FJ1163'GO N. ON U.S. HWY. 75 5.3 MI AND STATION ON LEFT (W.) ON TOP OF
 FJ1163'HWY. RIGHT-OF-WAY CUTAWAY BANK.
 FJ1163'
 FJ1163'STATION MARK, STAMPED ET GARY 1968 IS 980 FT N. AND 104 FT W. OF
 FJ1163'CENTER OF S. BOUND LANE AND CROSSROADS, 17 FT E. OF W. RIGHT-OF-WAY
 FJ1163'FENCE, 3 FT N. AND 3-1/2 FT W. OF POWER LINE POLE, 3-1/2 FT W. OF
 FJ1163'USGS WITNESS POST.
 FJ1163'
 FJ1163'REFERENCE MARK 1 STAMPED GARY NO 1 1968 IS 7-1/2 FT E. OF
 FJ1163'W. RIGHT-OF-WAY FENCE, 113 FT W. OF CENTER OF S. BOUND LANE.
 FJ1163'
 FJ1163'REFERENCE MARK 2 STAMPED GARY NO 2 1968 IS 113 FT W. OF CENTER
 FJ1163'OF S. BOUND LANE, 8 FT E. OF W. RIGHT-OF-WAY FENCE.
 FJ1163'
 FJ1163'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS
 FJ1163'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL TO
 FJ1163'WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE GROUND.
 FJ1163'
 FJ1163'NO AZIMUTH MARK SET.
 FJ1163'
 FJ1163'REFERENCE AZIMUTH USED - AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 FJ1163'COMMUNICATIONS MICROWAVE TOWER - CENTER TOWER.  LIGHT WAS NOT
 FJ1163'COMPLETELY VISIBLE.
 FJ1163'
 FJ1163'AMERICAN TELEPHONE AND TELEGRAPH COMMUNICATIONS MICRO-WAVE
 FJ1163'TOWER - STATION IS CENTER TOWER OF THE AMERICAN TELEPHONE AND
 FJ1163'TELEGRAPH COMM. MICRO-WAVE TOWER.  THE RED LIGHT WAS NOT VISIBLE,
 FJ1163'T. 16 N., R. 11 E., NEAR THE CENTER OF THE SE. QUARTER OF SEC. 28.
 FJ1163'
 FJ1163'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0848 ***********************************************************************
 GG0848  DESIGNATION -  GARY
 GG0848  PID         -  GG0848
 GG0848  STATE/COUNTY-  OK/TULSA
 GG0848  COUNTRY     -  US
 GG0848  USGS QUAD   -  SPERRY (2019)
 GG0848
 GG0848                         *CURRENT SURVEY CONTROL
 GG0848  ______________________________________________________________________
 GG0848* NAD 83(1993) POSITION- 36 21 11.88737(N) 095 54 07.51916(W)   ADJUSTED
 GG0848* NAVD 88 ORTHO HEIGHT -   202.1   (meters)      663.    (feet) VERTCON3
 GG0848  ______________________________________________________________________
 GG0848  GEOID HEIGHT    -        -28.997 (meters)                     GEOID18
 GG0848  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 GG0848  HORZ ORDER      -  SECOND
 GG0848
 GG0848.The horizontal coordinates were established by classical geodetic methods
 GG0848.and adjusted by the National Geodetic Survey in November 1994.
 GG0848
 GG0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0848
 GG0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0848.GEOID18 height accuracy estimate available here.
 GG0848
 GG0848.Click photographs - Photos may exist for this station.
 GG0848
 GG0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0848
 GG0848. The following values were computed from the NAD 83(1993) position.
 GG0848
 GG0848;                    North         East     Units Scale Factor Converg.
 GG0848;SPC OK N     -   152,188.047   788,284.170   MT  0.99995065   +1 14 17.1
 GG0848;SPC OK N     -   499,303.62  2,586,228.98   sFT  0.99995065   +1 14 17.1
 GG0848;UTM  15      - 4,027,047.340   239,579.895   MT  1.00043567   -1 43 16.4
 GG0848
 GG0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0848!SPC OK N     -   0.99997283  x   0.99995065  =   0.99992348
 GG0848!UTM  15      -   0.99997283  x   1.00043567  =   1.00040849
 GG0848
 GG0848:                Primary Azimuth Mark                     Grid Az
 GG0848:SPC OK N     -  COLLINSVILLE MUNICIPAL TANK              071 49 28.7
 GG0848:UTM  15      -  COLLINSVILLE MUNICIPAL TANK              074 47 02.2
 GG0848
 GG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3957927047(NAD 83)
 GG0848
 GG0848|---------------------------------------------------------------------|
 GG0848| PID    Reference Object                     Distance      Geod. Az  |
 GG0848|                                                           dddmmss.s |
 GG0848| GG0842 COLLINSVILLE MUNICIPAL TANK         APPROX. 5.3 KM 0730345.8 |
 GG0848| DR5421 GARY RM 1                            19.318 METERS 18314     |
 GG0848| DR5422 GARY RM 2                            11.918 METERS 27029     |
 GG0848|---------------------------------------------------------------------|
 GG0848
 GG0848                          SUPERSEDED SURVEY CONTROL
 GG0848
 GG0848  NAD 83(1986)-  36 21 11.91339(N)    095 54 07.50167(W) AD(       ) 2
 GG0848  NAD 27      -  36 21 11.56617(N)    095 54 06.54146(W) AD(       ) 2
 GG0848  NGVD 29 (07/19/86)  202.0    (m)          663.     (f) VERT ANG       
 GG0848
 GG0848.Superseded values are not recommended for survey control.
 GG0848
 GG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0848.See file dsdata.pdf to determine how the superseded data were derived.
 GG0848
 GG0848_MARKER: DD = SURVEY DISK
 GG0848_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0848+WITH SETTING: INFORMATION.
 GG0848_STAMPING: ET GARY 1968
 GG0848_MARK LOGO: USGS
 GG0848_PROJECTION: FLUSH
 GG0848_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0848
 GG0848  HISTORY     - Date     Condition        Report By
 GG0848  HISTORY     - 1968     MONUMENTED       USGS
 GG0848
 GG0848                          STATION DESCRIPTION
 GG0848
 GG0848'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0848'THE STATION IS LOCATED ABOUT 0.7 MI S. AND 3.5 MI W. OF
 GG0848'COLLINSVILLE, T. 22 N., R. 13 E., NEAR THE S. SIXTEENTH
 GG0848'COR. BETWEEN SECS. 26 AND 27.
 GG0848'
 GG0848'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 75
 GG0848'AND 169 IN COLLINSVILLE, GO W. ON U.S. HWY. 75 4.1 MI TO A
 GG0848'CROSSROADS, TURN LEFT AND GO S. 0.8 MI TO HOUSE ON LEFT.  STATION
 GG0848'IS IN THE NW. CORNER OF YARD OWNED BY LYDIA BONNEY.
 GG0848'
 GG0848'THE STATION MARK IS 28 FT S. AND 31 FT E. OF CENTER OF RD. AT
 GG0848'DRIVE W., 5 FT N. AND 11 FT E. OF TELEPHONE POLE, STAMPED
 GG0848'ET GARY 1968.
 GG0848'
 GG0848'REFERENCE MARK NO. 1 IS S. OF STATION, 24 FT S. AND 22 FT E. OF
 GG0848'CENTER OF RD. AT DRIVE E., 2 FT N. AND 2 FT E. OF TELEPHONE
 GG0848'POLE, STAMPED GARY NO 1 1968.
 GG0848'
 GG0848'REFERENCE MARK NO. 2 IS W. OF STATION, 28 FT S. AND 22 FT
 GG0848'W. OF CENTER OF RD. AT DRIVE W., 3 FT E. OF RIGHT-OF-WAY FENCE,
 GG0848'STAMPED GARY NO 2 1968.
 GG0848'
 GG0848'AZIMUTH MARK IS LOCATED ABOUT 5.0 MI ENE. OF STATION--COLLINSVILLE
 GG0848'MWT, LOCATED IN THE NW. SECTION OF COLLINSVILLE, NEAR THE CENTER OF
 GG0848'THE BLOCK BETWEEN 16TH, 17TH, WALNUT AND OAK STREETS.
 GG0848'
 GG0848'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 GG0848'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 GG0848'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0967 ***********************************************************************
 GK0967  DESIGNATION -  GAYLORD
 GK0967  PID         -  GK0967
 GK0967  STATE/COUNTY-  OK/BEAVER
 GK0967  COUNTRY     -  US
 GK0967  USGS QUAD   -  CLEAR LAKE SW (2018)
 GK0967
 GK0967                         *CURRENT SURVEY CONTROL
 GK0967  ______________________________________________________________________
 GK0967* NAD 83(1993) POSITION- 36 30 00.63143(N) 100 25 57.15902(W)   ADJUSTED
 GK0967* NAVD 88 ORTHO HEIGHT -   845.5   (meters)     2774.    (feet) VERTCON3
 GK0967  ______________________________________________________________________
 GK0967  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 GK0967  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 GK0967  HORZ ORDER      -  FIRST
 GK0967
 GK0967.The horizontal coordinates were established by classical geodetic methods
 GK0967.and adjusted by the National Geodetic Survey in November 1994.
 GK0967
 GK0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0967
 GK0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0967.GEOID18 height accuracy estimate available here.
 GK0967
 GK0967.Click photographs - Photos may exist for this station.
 GK0967
 GK0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0967
 GK0967. The following values were computed from the NAD 83(1993) position.
 GK0967
 GK0967;                    North         East     Units Scale Factor Converg.
 GK0967;SPC OK N     -   169,181.009   382,097.216   MT  0.99996222   -1 26 08.0
 GK0967;SPC OK N     -   555,054.69  1,253,597.28   sFT  0.99996222   -1 26 08.0
 GK0967;SPC TX N     - 1,277,897.168   295,641.009   MT  1.00008931   +0 37 07.1
 GK0967;SPC TX N     - 4,192,567.63    969,948.88   sFT  1.00008931   +0 37 07.1
 GK0967;UTM  14      - 4,040,381.671   371,704.473   MT  0.99980279   -0 51 08.0
 GK0967
 GK0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0967!SPC OK N     -   0.99987166  x   0.99996222  =   0.99983389
 GK0967!SPC TX N     -   0.99987166  x   1.00008931  =   0.99996096
 GK0967!UTM  14      -   0.99987166  x   0.99980279  =   0.99967448
 GK0967
 GK0967:                Primary Azimuth Mark                     Grid Az
 GK0967:SPC OK N     -  BOOKER MUNICIPAL WATER TANK              242 36 58.5
 GK0967:SPC TX N     -  BOOKER MUNICIPAL WATER TANK              240 33 43.4
 GK0967:UTM  14      -  BOOKER MUNICIPAL WATER TANK              242 01 58.5
 GK0967
 GK0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7170440381(NAD 83)
 GK0967
 GK0967|---------------------------------------------------------------------|
 GK0967| PID    Reference Object                     Distance      Geod. Az  |
 GK0967|                                                           dddmmss.s |
 GK0967| CL3377 TANK CITIES SERVICE OIL CO                         0404430.9 |
 GK0967| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.11.0 KM 2411050.5 |
 GK0967| CK9701 GAYLORD RM 1                         35.300 METERS 35937     |
 GK0967|---------------------------------------------------------------------|
 GK0967
 GK0967                          SUPERSEDED SURVEY CONTROL
 GK0967
 GK0967  NAD 83(1986)-  36 30 00.63792(N)    100 25 57.14849(W) AD(       ) 1
 GK0967  NAD 27      -  36 30 00.52500(N)    100 25 55.63400(W) AD(       ) 1
 GK0967  NGVD 29 (07/19/86)  845.2    (m)         2773.     (f) VERT ANG       
 GK0967
 GK0967.Superseded values are not recommended for survey control.
 GK0967
 GK0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0967.See file dsdata.pdf to determine how the superseded data were derived.
 GK0967
 GK0967_MARKER: DS = TRIANGULATION STATION DISK
 GK0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0967_STAMPING: GAYLORD 1931
 GK0967_MARK LOGO: CGS
 GK0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0967+STABILITY: SURFACE MOTION
 GK0967
 GK0967  HISTORY     - Date     Condition        Report By
 GK0967  HISTORY     - 1931     MONUMENTED       CGS
 GK0967  HISTORY     - 1956     GOOD             CGS
 GK0967  HISTORY     - 1961     GOOD             CGS
 GK0967
 GK0967                          STATION DESCRIPTION
 GK0967
 GK0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0967'STATION IS ON OR NEAR THE STATE BOUNDARY LINE, AT SW CORNER OF
 GK0967'SEC. 36, T 1 N, R 24 E, ABOUT 4 MILES N AND 1/2 MILE E OF GAYLORD,
 GK0967'ABOUT 3 MILES N AND 6 MILES E OF BOOKER, TEXAS, 1-1/2 FEET
 GK0967'E OF A N-S FENCE ON E SIDE OF SECTION LINE ROAD, AND 15.00
 GK0967'METERS (49.2 FEET) N OF A FENCE CORNER AND AN E-W FENCE THAT
 GK0967'IS SUPPOSED TO BE ON THE STATE LINE.
 GK0967'
 GK0967'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0967'DISKS SET IN CONCRETE.
 GK0967'
 GK0967'REFERENCE MARK IS PLACED 1-1/2 FEET E OF FENCE, 7.5 METERS
 GK0967'(24.6 FEET) E OF CENTER LINE OF ROAD, AND 35.30 METERS (115.8
 GK0967'FEET) FROM STATION N 00 DEG 23 MIN W.
 GK0967'
 GK0967'OTHER BEARINGS FROM STATION ARE--LETTER I IN WORD SERVICE, ON
 GK0967'CITIES SERVICE OIL COMPANYS WHITE TANK, DISTANT ABOUT 4.0
 GK0967'MILES, N 40 DEG 45 MIN E.  BOOKER, MUNICIPAL WATER TANK
 GK0967'(BLACK), FINIAL, S 61 DEG 11 MIN W.
 GK0967'
 GK0967'TO REACH STATION FROM BOOKER, TEXAS, GO E FROM MAIN STREET 0.5
 GK0967'MILE, TURN N ACROSS RAILROAD TRACKS AND GO 0.5 MILE TO CROSSROADS,
 GK0967'E 5.0 MILES, N 2.0 MILES TO LANE LEADING E.  TURN INTO LANE AND
 GK0967'GO E 0.4 MILE TO GATE TO FARMHOUSE, N OF ROAD, PASS THROUGH
 GK0967'GATE, THROUGH YARD AND BARN LOT TO FARM ROAD LEADING N THROUGH
 GK0967'CULTIVATED FIELD, 0.5 MILE FROM BARN TO FENCE AND STATION.
 GK0967
 GK0967                          STATION RECOVERY (1956)
 GK0967
 GK0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EK)
 GK0967'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0967'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 GK0967
 GK0967                          STATION RECOVERY (1961)
 GK0967
 GK0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK0967'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0967'
 GK0967'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0642 ***********************************************************************
 FK0642  CBN         -  This is a Cooperative Base Network Control Station.
 FK0642  DESIGNATION -  GEARY
 FK0642  PID         -  FK0642
 FK0642  STATE/COUNTY-  OK/BLAINE
 FK0642  COUNTRY     -  US
 FK0642  USGS QUAD   -  GEARY NORTH (2018)
 FK0642
 FK0642                         *CURRENT SURVEY CONTROL
 FK0642  ______________________________________________________________________
 FK0642* NAD 83(2011) POSITION- 35 39 21.49179(N) 098 19 42.80094(W)   ADJUSTED
 FK0642* NAD 83(2011) ELLIP HT-   422.702 (meters)        (06/27/12)   ADJUSTED
 FK0642* NAD 83(2011) EPOCH   -  2010.00
 FK0642* NAVD 88 ORTHO HEIGHT -   449.680 (meters)     1475.33  (feet) ADJUSTED
 FK0642  ______________________________________________________________________
 FK0642  GEOID HEIGHT    -        -26.974 (meters)                     GEOID18
 FK0642  NAD 83(2011) X  -   -751,577.883 (meters)                     COMP
 FK0642  NAD 83(2011) Y  - -5,133,965.067 (meters)                     COMP
 FK0642  NAD 83(2011) Z  -  3,697,488.995 (meters)                     COMP
 FK0642  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 FK0642  DYNAMIC HEIGHT  -        449.243 (meters)     1473.89  (feet) COMP
 FK0642  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 FK0642
 FK0642  VERT ORDER      -  FIRST     CLASS II
 FK0642
 FK0642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0642  Standards:
 FK0642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0642  -------------------------------------------------------------------
 FK0642  NETWORK    1.95   3.35           0.87   0.71   1.71      0.04971611
 FK0642  -------------------------------------------------------------------
 FK0642  Click here for local accuracies and other accuracy information.
 FK0642
 FK0642.The horizontal coordinates were established by GPS observations
 FK0642.and adjusted by the National Geodetic Survey in June 2012.
 FK0642
 FK0642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0642.been affixed to the stable North American tectonic plate. See 
 FK0642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0642
 FK0642.The horizontal coordinates are valid at the epoch date displayed above
 FK0642.which is a decimal equivalence of Year/Month/Day.
 FK0642
 FK0642.The orthometric height was determined by differential leveling and
 FK0642.adjusted by the NATIONAL GEODETIC SURVEY
 FK0642.in August 1994.
 FK0642
 FK0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0642.GEOID18 height accuracy estimate available here.
 FK0642
 FK0642.Click photographs - Photos may exist for this station.
 FK0642
 FK0642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0642
 FK0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0642
 FK0642.The ellipsoidal height was determined by GPS observations
 FK0642.and is referenced to NAD 83.
 FK0642
 FK0642.The dynamic height is computed by dividing the NAVD 88
 FK0642.geopotential number by the normal gravity value computed on the
 FK0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0642.degrees latitude (g = 980.6199 gals.).
 FK0642
 FK0642.The modeled gravity was interpolated from observed gravity values.
 FK0642
 FK0642. The following values were computed from the NAD 83(2011) position.
 FK0642
 FK0642;                    North         East     Units Scale Factor Converg.
 FK0642;SPC OK N     -    72,832.142   570,248.569   MT  0.99998499   -0 11 38.0
 FK0642;SPC OK N     -   238,950.12  1,870,890.51   sFT  0.99998499   -0 11 38.0
 FK0642;UTM  14      - 3,945,999.183   560,777.862   MT  0.99964552   +0 23 29.1
 FK0642
 FK0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0642!SPC OK N     -   0.99993366  x   0.99998499  =   0.99991865
 FK0642!UTM  14      -   0.99993366  x   0.99964552  =   0.99957920
 FK0642
 FK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE6077745999(NAD 83)
 FK0642
 FK0642                          SUPERSEDED SURVEY CONTROL
 FK0642
 FK0642  NAD 83(2007)-  35 39 21.49182(N)    098 19 42.80165(W) AD(2002.00) 0
 FK0642  ELLIP H (02/10/07)  422.725  (m)                       GP(2002.00)    
 FK0642  ELLIP H (04/16/01)  422.716  (m)                       GP(       ) 4 2
 FK0642  NAD 83(1993)-  35 39 21.49169(N)    098 19 42.80125(W) AD(       ) B
 FK0642  ELLIP H (05/09/94)  422.753  (m)                       GP(       ) 4 2
 FK0642  NAVD 88             449.68   (m)         1475.3    (f) LEVELING    3  
 FK0642  NAVD 88 (05/09/94)  449.7    (m)  GEOID93  model used  GPS OBS        
 FK0642
 FK0642.Superseded values are not recommended for survey control.
 FK0642
 FK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0642.See file dsdata.pdf to determine how the superseded data were derived.
 FK0642
 FK0642_MARKER: I = METAL ROD
 FK0642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0642_STAMPING: GEARY 1993
 FK0642_MARK LOGO: NGS
 FK0642_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0642+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994
 FK0642
 FK0642  HISTORY     - Date     Condition        Report By
 FK0642  HISTORY     - 1993     MONUMENTED       NGS
 FK0642  HISTORY     - 19940209 GOOD             NGS
 FK0642
 FK0642                          STATION DESCRIPTION
 FK0642
 FK0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FK0642'STATION IS LOCATED ABOUT 19 KM (11.80 MI) SOUTH-SOUTHEAST OF WATONGA,
 FK0642'3 KM (1.85 MI) NORTHWEST OF GEARY, ALONG US HIGHWAYS 281, 270 AND
 FK0642'STATE HIGHWAY 8, ON THE RIGHT-OF-WAY, AT A SMALL NORTHBOUND ROADSIDE
 FK0642'REST, IN THE GRASS STRIP BETWEEN THE HIGHWAY AND THE PARKING AREA, IN
 FK0642'THE SOUTHWEST 1/4 OF SECTION 25, T 14 N, R 11 W.  OWNERSHIP--OKLAHOMA
 FK0642'DEPARTMENT OF TRANSPORTATION.
 FK0642'TO REACH FROM THE JUNCTION OF US HIGHWAYS 281, 270 AND STATE HIGHWAY 8
 FK0642'IN THE SOUTH SECTION OF GEARY, GO NORTHWEST ON HIGHWAYS 281, 270 AND
 FK0642'8 FOR 0.81 KM (0.50 MI) TO MAIN STREET.  CONTINUE AHEAD FOR 3.15 KM
 FK0642'(1.95 MI) TO A CROSSROAD.  CONTINUE AHEAD FOR 0.35 KM (0.20 MI) TO
 FK0642'THE ROADSIDE REST ENTRANCE ON THE RIGHT.  BEAR RIGHT INTO PARKING
 FK0642'AREA FOR 40 M (131.2 FT) TO THE STATION ON THE LEFT IN THE
 FK0642'APPROXIMATE MIDDLE OF THE PARKING AREA.
 FK0642'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FK0642'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 FK0642'LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 12.2 M
 FK0642'(40.0 FT) NORTHEAST OF, AND LEVEL WITH THE HIGHWAY CENTER, 2.9 M
 FK0642'(9.5 FT) SOUTHWEST OF THE PARKING AREA PAVEMENT EDGE, 22.0 M
 FK0642'(72.2 FT) SOUTHEAST OF THE SOUTHEAST END OF A DRAIN PIPE UNDER THE
 FK0642'NORTHWEST ENTRANCE, 17.5 M (57.4 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 FK0642'OF A RAILROAD TRACK, 1.9 M (6.2 FT) NORTHEAST OF OF A SHORT STEEL
 FK0642'PIPE SIGNPOST, AND 0.5 M (1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 FK0642'POST.
 FK0642
 FK0642                          STATION RECOVERY (1994)
 FK0642
 FK0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0642'2.9 KM (1.80 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE CITY HALL
 FK0642'IN GEARY, 31.6 M (103.7 FT) NORTHWEST OF THE CENTER OF THE SOUTHEAST
 FK0642'ENTRANCE TO A PARKING AREA, 31.3 M (102.7 FT) SOUTHEAST OF THE CENTER
 FK0642'OF THE NORTHWEST ENTRANCE TO THE PARKING AREA, 12.1 M (39.7 FT)
 FK0642'NORTHEAST OF THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT) SOUTHWEST OF THE
 FK0642'CENTER OF THE PARKING AREA, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FK0642'HIGHWAY, AND NEAR THE CENTER OF 4 WITNESS POSTS.  NOTE--ACCESS TO THE
 FK0642'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 FK0642'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1171 ***********************************************************************
 FH1171  DESIGNATION -  GEE
 FH1171  PID         -  FH1171
 FH1171  STATE/COUNTY-  OK/OKMULGEE
 FH1171  COUNTRY     -  US
 FH1171  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH1171
 FH1171                         *CURRENT SURVEY CONTROL
 FH1171  ______________________________________________________________________
 FH1171* NAD 83(1993) POSITION- 35 40 22.54571(N) 095 57 44.19263(W)   ADJUSTED
 FH1171* NAVD 88 ORTHO HEIGHT -   221.2   (meters)      726.    (feet) VERTCON3
 FH1171  ______________________________________________________________________
 FH1171  GEOID HEIGHT    -        -29.077 (meters)                     GEOID18
 FH1171  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 FH1171  HORZ ORDER      -  SECOND
 FH1171
 FH1171.The horizontal coordinates were established by classical geodetic methods
 FH1171.and adjusted by the National Geodetic Survey in November 1994.
 FH1171
 FH1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1171
 FH1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1171.GEOID18 height accuracy estimate available here.
 FH1171
 FH1171.Click photographs - Photos may exist for this station.
 FH1171
 FH1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1171
 FH1171. The following values were computed from the NAD 83(1993) position.
 FH1171
 FH1171;                    North         East     Units Scale Factor Converg.
 FH1171;SPC OK N     -    76,599.393   784,467.598   MT  0.99998241   +1 12 09.2
 FH1171;SPC OK N     -   251,309.84  2,573,707.44   sFT  0.99998241   +1 12 09.2
 FH1171;UTM  15      - 3,951,716.551   231,880.543   MT  1.00048596   -1 43 42.6
 FH1171;UTM  14      - 3,951,925.321   774,950.439   MT  1.00053168   +1 46 21.3
 FH1171
 FH1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1171!SPC OK N     -   0.99996984  x   0.99998241  =   0.99995225
 FH1171!UTM  15      -   0.99996984  x   1.00048596  =   1.00045579
 FH1171!UTM  14      -   0.99996984  x   1.00053168  =   1.00050151
 FH1171
 FH1171:                Primary Azimuth Mark                     Grid Az
 FH1171:SPC OK N     -  NATURA COMMUNITY STANDPIPE               014 14 20.1
 FH1171:UTM  15      -  NATURA COMMUNITY STANDPIPE               017 10 11.9
 FH1171:UTM  14      -  NATURA COMMUNITY STANDPIPE               013 40 08.0
 FH1171
 FH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3188051716(NAD 83)
 FH1171
 FH1171|---------------------------------------------------------------------|
 FH1171| PID    Reference Object                     Distance      Geod. Az  |
 FH1171|                                                           dddmmss.s |
 FH1171| FH1170 NATURA COMMUNITY STANDPIPE          APPROX. 6.1 KM 0152629.3 |
 FH1171| CI0992 GEE RM 1                             14.959 METERS 18449     |
 FH1171| CI0993 GEE RM 2                             17.264 METERS 35605     |
 FH1171|---------------------------------------------------------------------|
 FH1171
 FH1171                          SUPERSEDED SURVEY CONTROL
 FH1171
 FH1171  NAD 83(1986)-  35 40 22.57253(N)    095 57 44.18179(W) AD(       ) 2
 FH1171  NAD 27      -  35 40 22.19858(N)    095 57 43.20349(W) AD(       ) 2
 FH1171  NGVD 29 (07/19/86)  221.1    (m)          725.     (f) VERT ANG       
 FH1171
 FH1171.Superseded values are not recommended for survey control.
 FH1171
 FH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1171.See file dsdata.pdf to determine how the superseded data were derived.
 FH1171
 FH1171_MARKER: DD = SURVEY DISK
 FH1171_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1171+WITH SETTING: INFORMATION.
 FH1171_STAMPING: ET GEE 1968
 FH1171_MARK LOGO: USGS
 FH1171_PROJECTION: FLUSH
 FH1171_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1171
 FH1171  HISTORY     - Date     Condition        Report By
 FH1171  HISTORY     - 1968     MONUMENTED       USGS
 FH1171
 FH1171                          STATION DESCRIPTION
 FH1171
 FH1171'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1171'THE STATION IS ABOUT 3.5 MI N. OF OKMULGEE, 0.55 MI N. OF A
 FH1171'CROSSROADS, 66 FT W. OF CENTER OF W. TWO LANES OF A FOUR LANE HWY.,
 FH1171'T. 14 N., R. 13 E., NEAR THE QUARTER COR. BETWEEN SECS. 19 AND 20
 FH1171'ON THE W. BANK OF HWY. CUT.
 FH1171'
 FH1171'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 75 AND
 FH1171'MAIN STREET IN OKMULGEE, GO N. ON U.S. HWY. 75 FOR 2.9 MI TO A
 FH1171'CROSSROADS, CONTINUE N. FOR 0.55 MI TO S. SIDE OF A SMALL HILL AND
 FH1171'THE STATION ON THE W. BANK OF CUT.
 FH1171'
 FH1171'STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 FH1171'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG, AND FILLED WITH GRAVEL
 FH1171'TO WITHIN 1 IN. OF CAP, STAMPED ET GEE 1968, IS 66 FT W. OF CENTER
 FH1171'OF W. TWO LANES OF FOUR-LANE HWY., 5.5 FT E. OF W. RIGHT-OF-WAY
 FH1171'FENCE, 5.3 FT E. OF METAL USGS WITNESS POST.  IT IS FLUSH WITH
 FH1171'THE GROUND.
 FH1171'
 FH1171'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1171'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED WITH
 FH1171'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GEE NO 1 1968 IS S. OF THE
 FH1171'STATION, 70 FT W. OF CENTER OF W. TWO LANES OF FOUR-LANE HWY., 1.7
 FH1171'FT E. OF W. RIGHT-OF-WAY FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1171'
 FH1171'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1171'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 FH1171'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED GEE NO 2 1968, IS N. OF
 FH1171'THE STATION, 70 FT W. OF THE CENTER OF THE W. TWO LANES OF A
 FH1171'FOUR-LANE HWY., 2.0 FT E. OF W. RIGHT-OF-WAY FENCE.  IT IS FLUSH
 FH1171'WITH THE GROUND.
 FH1171'
 FH1171'NO AZIMUTH MARK SET.
 FH1171'
 FH1171'REFERENCE AZIMUTH USED - NATURA COMMUNITY STANDPIPE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9439 ***********************************************************************
 DR9439  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9439  DESIGNATION -  GEOFFREY
 DR9439  PID         -  DR9439
 DR9439  STATE/COUNTY-  OK/ROGERS
 DR9439  COUNTRY     -  US
 DR9439  USGS QUAD   -  SAGEEYAH (2018)
 DR9439
 DR9439                         *CURRENT SURVEY CONTROL
 DR9439  ______________________________________________________________________
 DR9439* NAD 83(2011) POSITION- 36 18 21.74091(N) 095 42 54.88893(W)   ADJUSTED
 DR9439* NAD 83(2011) ELLIP HT-   217.145 (meters)        (11/01/23)   ADJUSTED
 DR9439* NAD 83(2011) EPOCH   -  2010.00
 DR9439* NAVD 88 ORTHO HEIGHT -   246.30  (meters)      808.1   (feet) GPS OBS
 DR9439  ______________________________________________________________________
 DR9439  GEOID HEIGHT    -        -29.162 (meters)                     GEOID18
 DR9439  NAD 83(2011) X  -   -512,475.991 (meters)                     COMP
 DR9439  NAD 83(2011) Y  - -5,120,559.163 (meters)                     COMP
 DR9439  NAD 83(2011) Z  -  3,755,739.946 (meters)                     COMP
 DR9439  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DR9439
 DR9439  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9439  Standards:
 DR9439         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9439            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9439  -------------------------------------------------------------------
 DR9439  NETWORK    0.49   1.20           0.21   0.19   0.61     -0.07980755
 DR9439  -------------------------------------------------------------------
 DR9439  Click here for local accuracies and other accuracy information.
 DR9439
 DR9439.The horizontal coordinates were established by GPS observations
 DR9439.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9439
 DR9439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9439.been affixed to the stable North American tectonic plate. See 
 DR9439.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9439
 DR9439.The horizontal coordinates are valid at the epoch date displayed above
 DR9439.which is a decimal equivalence of Year/Month/Day.
 DR9439
 DR9439.The orthometric height was determined by GPS observations and a
 DR9439.high-resolution geoid model using precise GPS observation and
 DR9439.processing techniques.
 DR9439
 DR9439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9439.GEOID18 height accuracy estimate available here.
 DR9439
 DR9439.Click photographs - Photos may exist for this station.
 DR9439
 DR9439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9439
 DR9439.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9439
 DR9439.The ellipsoidal height was determined by GPS observations
 DR9439.and is referenced to NAD 83.
 DR9439
 DR9439. The following values were computed from the NAD 83(2011) position.
 DR9439
 DR9439;                    North         East     Units Scale Factor Converg.
 DR9439;SPC OK N     -   147,323.711   805,173.348   MT  0.99994832   +1 20 54.0
 DR9439;SPC OK N     -   483,344.54  2,641,639.56   sFT  0.99994832   +1 20 54.0
 DR9439;UTM  15      - 4,021,315.439   256,202.760   MT  1.00033239   -1 36 30.5
 DR9439
 DR9439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9439!SPC OK N     -   0.99996592  x   0.99994832  =   0.99991424
 DR9439!UTM  15      -   0.99996592  x   1.00033239  =   1.00029830
 DR9439
 DR9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5620221315(NAD 83)
 DR9439
 DR9439                          SUPERSEDED SURVEY CONTROL
 DR9439
 DR9439.No superseded survey control is available for this station.
 DR9439
 DR9439_MARKER: DB = BENCH MARK DISK
 DR9439_SETTING: 66 = SET IN ROCK OUTCROP
 DR9439_STAMPING: GEOFFREY 2023
 DR9439_MARK LOGO: OKDOT
 DR9439_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR9439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR9439+STABILITY: POSITION/ELEVATION WELL
 DR9439
 DR9439  HISTORY     - Date     Condition        Report By
 DR9439  HISTORY     - 20230705 MONUMENTED       OKDOT
 DR9439
 DR9439                          STATION DESCRIPTION
 DR9439
 DR9439'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9439'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF
 DR9439'COLLINSVILLE, 5.7 MI (9.2 KM) SOUTHWEST OF SAGEEYAH AND 5.6 MI (9.0
 DR9439'KM) WEST OF CLAREMORE.
 DR9439'
 DR9439'TO REACH FROM THE INTERSECTION OF US-169 AND SH-20 (ALSO KNOWN AS
 DR9439'116TH STREET NORTH) TRAVEL EAST ON SH-20 APPROXIMATELY 6.4 MI (10.3
 DR9439'KM).
 DR9439'
 DR9439'TO REACH THE MARK TURN ONTO GARTH BROOKS WAY AND DRIVE EAST UP THE
 DR9439'RIGHT-OF-WAY APPROXIMATELY 1120'.  MARK IS APPROXIMATELY 120 FT (36.6
 DR9439'M) NORTHWEST OF A POWER POLE AND APPROXIMATELY 28 FT (8.5 M) SOUTH OF
 DR9439'EDGE OF THE CLIFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0998 ***********************************************************************
 GH0998  DESIGNATION -  GEORGE
 GH0998  PID         -  GH0998
 GH0998  STATE/COUNTY-  OK/PAWNEE
 GH0998  COUNTRY     -  US
 GH0998  USGS QUAD   -  WATCHORN (2018)
 GH0998
 GH0998                         *CURRENT SURVEY CONTROL
 GH0998  ______________________________________________________________________
 GH0998* NAD 83(1993) POSITION- 36 24 21.67829(N) 096 53 27.98195(W)   ADJUSTED
 GH0998* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 GH0998  ______________________________________________________________________
 GH0998  GEOID HEIGHT    -        -28.575 (meters)                     GEOID18
 GH0998  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 GH0998  HORZ ORDER      -  THIRD
 GH0998
 GH0998.The horizontal coordinates were established by classical geodetic methods
 GH0998.and adjusted by the National Geodetic Survey in November 1994.
 GH0998
 GH0998.The orthometric height was scaled from a topographic map.
 GH0998
 GH0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0998.GEOID18 height accuracy estimate available here.
 GH0998
 GH0998.Click photographs - Photos may exist for this station.
 GH0998
 GH0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0998
 GH0998. The following values were computed from the NAD 83(1993) position.
 GH0998
 GH0998;                    North         East     Units Scale Factor Converg.
 GH0998;SPC OK N     -   156,571.521   699,460.213   MT  0.99995405   +0 39 15.9
 GH0998;SPC OK N     -   513,685.07  2,294,812.38   sFT  0.99995405   +0 39 15.9
 GH0998;UTM  14      - 4,031,049.766   689,103.257   MT  1.00004061   +1 15 07.2
 GH0998
 GH0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0998!SPC OK N     -   0.99995409  x   0.99995405  =   0.99990814
 GH0998!UTM  14      -   0.99995409  x   1.00004061  =   0.99999470
 GH0998
 GH0998:                Primary Azimuth Mark                     Grid Az
 GH0998:SPC OK N     -  GEORGE AZ MK                             270 58 23.3
 GH0998:UTM  14      -  GEORGE AZ MK                             270 22 32.0
 GH0998
 GH0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8910331049(NAD 83)
 GH0998
 GH0998|---------------------------------------------------------------------|
 GH0998| PID    Reference Object                     Distance      Geod. Az  |
 GH0998|                                                           dddmmss.s |
 GH0998| GH0996 PAWNEE MUNICIPAL TANK               APPROX.12.2 KM 1365638.8 |
 GH0998| CI0999 GEORGE RM 2                          13.819 METERS 26641     |
 GH0998| CI0997 GEORGE AZ MK                                       2713739.2 |
 GH0998| CI0998 GEORGE RM 1                          18.919 METERS 34924     |
 GH0998|---------------------------------------------------------------------|
 GH0998
 GH0998                          SUPERSEDED SURVEY CONTROL
 GH0998
 GH0998  NAD 83(1986)-  36 24 21.69016(N)    096 53 27.96804(W) AD(       ) 3
 GH0998  NAD 27      -  36 24 21.51915(N)    096 53 26.84593(W) AD(       ) 3
 GH0998
 GH0998.Superseded values are not recommended for survey control.
 GH0998
 GH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0998.See file dsdata.pdf to determine how the superseded data were derived.
 GH0998
 GH0998_MARKER: DS = TRIANGULATION STATION DISK
 GH0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0998_STAMPING: GEORGE 1963
 GH0998_MARK LOGO: CGS
 GH0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0998+STABILITY: SURFACE MOTION
 GH0998
 GH0998  HISTORY     - Date     Condition        Report By
 GH0998  HISTORY     - 1963     MONUMENTED       CGS
 GH0998
 GH0998                          STATION DESCRIPTION
 GH0998
 GH0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0998'THE STATION IS ABOUT 4-3/4 MILES NORTH AND 5 MILES WEST OF PAWNEE,
 GH0998'ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 15.
 GH0998'
 GH0998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GH0998'STATE HIGHWAY 18 IN THE EAST PART OF PAWNEE, GO NORTH ON
 GH0998'HIGHWAY 18 FOR 5.0 MILES TO A CROSSROADS AND STATE HIGHWAY
 GH0998'15.  TURN LEFT AND GO WEST ON HIGHWAY 15 FOR 5.1 MILES TO A
 GH0998'CROSSROADS.  CONTINUE WEST FOR 0.1 MILE TO AN OLD FARM SITE ON
 GH0998'THE RIGHT AND THE STATION ON THE LEFT.  CONTINUE WEST FOR 0.4
 GH0998'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GH0998'
 GH0998'THE STATION MARK IS A STANDARD DISK, STAMPED GEORGE 1963,
 GH0998'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0998'2 INCHES.  IT IS 5.6 FEET NORTHWEST OF A WITNESS POST, 3.4 FEET
 GH0998'NORTH OF AN EAST-WEST FENCE, 32.1 FEET SOUTH OF THE CENTERLINE
 GH0998'OF THE HIGHWAY, 150 FEET EAST OF A TELEPHONE LINE POLE,
 GH0998'125 FEET WEST OF ANOTHER TELEPHONE LINE POLE, 61.5 FEET SOUTH
 GH0998'OF A WEST GATE POST AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 GH0998'
 GH0998'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GEORGE NO 1 1963,
 GH0998'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 GH0998'INCHES.  IT IS 1 FOOT SOUTH OF A FENCE, 29.6 FEET NORTH OF
 GH0998'THE CENTERLINE OF THE HIGHWAY, 10.1 FEET WEST OF THE GATE POST,
 GH0998'20.6 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 4 FEET HIGHER
 GH0998'THAN THE HIGHWAY AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GH0998'
 GH0998'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GEORGE NO 2 1963,
 GH0998'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0998'GROUND.  IT IS 1 FOOT NORTH OF THE FENCE, 34.3 FEET SOUTH
 GH0998'AND 4 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY AND AT
 GH0998'ABOUT THE SAME ELEVATION AS THE STATION.
 GH0998'
 GH0998'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GEORGE 1963, SET
 GH0998'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 GH0998'INCHES.  IT IS 32.9 FEET NORTH AND 4 FEET HIGHER THAN THE
 GH0998'CENTERLINE OF THE HIGHWAY, 23.2 FEET EAST OF THE CENTERLINE
 GH0998'OF A GRAVELED ROAD EXTENDING NORTH, 144.0 FEET NORTHEAST
 GH0998'OF THE NORTHEAST CORNER OF A FARM HOUSE, 1.3 FEET EAST OF A
 GH0998'WITNESS POST, 1 FOOT SOUTH OF A FENCE, 25.1 FEET SOUTH OF
 GH0998'A POWERLINE POLE AND 3.2 FEET SOUTHEAST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0742 ***********************************************************************
 GJ0742  DESIGNATION -  GEORGE
 GJ0742  PID         -  GJ0742
 GJ0742  STATE/COUNTY-  OK/HARPER
 GJ0742  COUNTRY     -  US
 GJ0742  USGS QUAD   -  FORT SUPPLY NW (2018)
 GJ0742
 GJ0742                         *CURRENT SURVEY CONTROL
 GJ0742  ______________________________________________________________________
 GJ0742* NAD 83(1997) POSITION- 36 43 08.54441(N) 099 37 33.21066(W)   ADJUSTED
 GJ0742* NAVD 88 ORTHO HEIGHT -   637.    (meters)     2090.    (feet) SCALED
 GJ0742  ______________________________________________________________________
 GJ0742  GEOID HEIGHT    -        -28.035 (meters)                     GEOID18
 GJ0742  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 GJ0742  HORZ ORDER      -  FIRST
 GJ0742
 GJ0742.The horizontal coordinates were established by classical geodetic methods
 GJ0742.and adjusted by the National Geodetic Survey in October 1998.
 GJ0742
 GJ0742.The orthometric height was scaled from a topographic map.
 GJ0742
 GJ0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0742.GEOID18 height accuracy estimate available here.
 GJ0742
 GJ0742.Click photographs - Photos may exist for this station.
 GJ0742
 GJ0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0742
 GJ0742. The following values were computed from the NAD 83(1997) position.
 GJ0742
 GJ0742;                    North         East     Units Scale Factor Converg.
 GJ0742;SPC OK N     -   191,954.192   454,753.906   MT  0.99999166   -0 57 34.3
 GJ0742;SPC OK N     -   629,769.71  1,491,971.77   sFT  0.99999166   -0 57 34.3
 GJ0742;UTM  14      - 4,063,887.849   444,106.055   MT  0.99963849   -0 22 27.2
 GJ0742
 GJ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0742!SPC OK N     -   0.99990440  x   0.99999166  =   0.99989606
 GJ0742!UTM  14      -   0.99990440  x   0.99963849  =   0.99954292
 GJ0742
 GJ0742:                Primary Azimuth Mark                     Grid Az
 GJ0742:SPC OK N     -  GEORGE AZ MK                             333 52 20.5
 GJ0742:UTM  14      -  GEORGE AZ MK                             333 17 13.4
 GJ0742
 GJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4410663887(NAD 83)
 GJ0742
 GJ0742|---------------------------------------------------------------------|
 GJ0742| PID    Reference Object                     Distance      Geod. Az  |
 GJ0742|                                                           dddmmss.s |
 GJ0742| CK9711 GEORGE RM 1                          18.418 METERS 06837     |
 GJ0742| CK9712 GEORGE RM 2                          19.105 METERS 15821     |
 GJ0742| CK9710 GEORGE AZ MK                                       3325446.2 |
 GJ0742|---------------------------------------------------------------------|
 GJ0742
 GJ0742                          SUPERSEDED SURVEY CONTROL
 GJ0742
 GJ0742  NAD 83(1993)-  36 43 08.54439(N)    099 37 33.21079(W) AD(       ) 1
 GJ0742  NAD 83(1986)-  36 43 08.55149(N)    099 37 33.19701(W) AD(       ) 1
 GJ0742  NAD 27      -  36 43 08.43378(N)    099 37 31.77787(W) AD(       ) 1
 GJ0742
 GJ0742.Superseded values are not recommended for survey control.
 GJ0742
 GJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0742.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0742
 GJ0742_MARKER: DS = TRIANGULATION STATION DISK
 GJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0742_STAMPING: GEORGE 1935
 GJ0742_MARK LOGO: CGS
 GJ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0742+STABILITY: SURFACE MOTION
 GJ0742
 GJ0742  HISTORY     - Date     Condition        Report By
 GJ0742  HISTORY     - 1935     MONUMENTED       CGS
 GJ0742
 GJ0742                          STATION DESCRIPTION
 GJ0742
 GJ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0742'STATION IS LOCATED IN SEC. 13, T. 26 N., R. 23 W., ABOUT 4-1/2
 GJ0742'MILES WEST OF KIBBY, 6-1/2 MILES SOUTH OF BUFFALO, 10 MILES
 GJ0742'NORTH AND 3 MILES WEST OF SUPPLY ON A SMALL MESA ABOUT 3/4 MILE
 GJ0742'EAST OF STATE HIGHWAY 34.  IT IS ON THE HIGHEST POINT
 GJ0742'ON THE HILL, 90 FEET NORTH OF THE SOUTH RIM, 68 FEET EAST OF THE
 GJ0742'WEST RIM.  MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE
 GJ0742'OF THE GROUND.
 GJ0742'
 GJ0742'REACHED FROM THE KIBBY STORE BY GOING WEST 2.0 MILES, THEN
 GJ0742'RIGHT (NORTH) 1.0 MILE, THEN LEFT (WEST) 2.7 MILES TO CROSSROADS,
 GJ0742'TURN LEFT (SOUTH) ON STATE HIGHWAY 34 AND GO 1.8 MILES TO TOP
 GJ0742'OF DIVIDE, CONTINUE SOUTH 0.1 MILE, LEAVE STATE HIGHWAY 34, TURN
 GJ0742'LEFT (EAST), GO THROUGH GATE, FOLLOWING DIM ROAD ALONG TOP OF
 GJ0742'RIDGE, GO 0.4 MILE, TAKE LEFT FORK (NORTHEAST) GO 0.7 MILE OR
 GJ0742'JUST AFTER CROSSING STEEP RIM TO STATION.
 GJ0742'
 GJ0742'REFERENCE MARK NO. 1 IS 18.413 METERS (60.41 FEET) NORTHEAST
 GJ0742'OF STATION AND PROJECTS ABOUT 6 INCHES.
 GJ0742'
 GJ0742'REFERENCE MARK NO. 2 IS 19.105 METERS (62.68 FEET)
 GJ0742'EAST-SOUTH-EAST OF STATION AND PROJECTS ABOUT 6 INCHES.
 GJ0742'
 GJ0742'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NORTHWEST OF STATION.
 GJ0742'REACHED BY FOLLOWING ROAD SOUTH AND WEST TO STATE HIGHWAY 34,
 GJ0742'TURN RIGHT (NORTH) GO 1.3 MILES, OR 0.1 MILE BEYOND T-ROAD
 GJ0742'LEADING WEST TO CUT IN HILL AND MARK IN WEST RIGHT-OF-WAY FENCE
 GJ0742'LINE.  MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 GJ0742'
 GJ0742'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0742'BRONZE DISKS SET IN CONCRETE.
 GJ0742'
 GJ0742'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1087 ***********************************************************************
 GK1087  DESIGNATION -  GEORGE
 GK1087  PID         -  GK1087
 GK1087  STATE/COUNTY-  OK/BEAVER
 GK1087  COUNTRY     -  US
 GK1087  USGS QUAD   -  TURPIN EAST (2018)
 GK1087
 GK1087                         *CURRENT SURVEY CONTROL
 GK1087  ______________________________________________________________________
 GK1087* NAD 83(1997) POSITION- 36 50 46.47850(N) 100 48 32.84018(W)   ADJUSTED
 GK1087* NAVD 88 ORTHO HEIGHT -   832.4   (meters)     2731.    (feet) VERTCON3
 GK1087  ______________________________________________________________________
 GK1087  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 GK1087  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 GK1087  HORZ ORDER      -  FIRST
 GK1087
 GK1087.The horizontal coordinates were established by classical geodetic methods
 GK1087.and adjusted by the National Geodetic Survey in October 1998.
 GK1087
 GK1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1087
 GK1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1087.GEOID18 height accuracy estimate available here.
 GK1087
 GK1087.Click photographs - Photos may exist for this station.
 GK1087
 GK1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1087
 GK1087. The following values were computed from the NAD 83(1997) position.
 GK1087
 GK1087;                    North         East     Units Scale Factor Converg.
 GK1087;SPC OK N     -   208,478.753   349,483.836   MT  1.00001549   -1 39 28.1
 GK1087;SPC OK N     -   683,984.04  1,146,598.22   sFT  1.00001549   -1 39 28.1
 GK1087;UTM  14      - 4,079,343.311   338,700.283   MT  0.99992053   -1 05 06.4
 GK1087
 GK1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1087!SPC OK N     -   0.99987365  x   1.00001549  =   0.99988914
 GK1087!UTM  14      -   0.99987365  x   0.99992053  =   0.99979419
 GK1087
 GK1087:                Primary Azimuth Mark                     Grid Az
 GK1087:SPC OK N     -  GEORGE AZ MK                             048 28 39.9
 GK1087:UTM  14      -  GEORGE AZ MK                             047 54 18.2
 GK1087
 GK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3870079343(NAD 83)
 GK1087
 GK1087|---------------------------------------------------------------------|
 GK1087| PID    Reference Object                     Distance      Geod. Az  |
 GK1087|                                                           dddmmss.s |
 GK1087| CK9707 GEORGE AZ MK                                       0464911.8 |
 GK1087| GK1077 FORGAN MUNICIPAL WATER TANK         APPROX.25.1 KM 0744422.0 |
 GK1087| CK9708 GEORGE RM 1                          31.367 METERS 09516     |
 GK1087| CK9709 GEORGE RM 2                          21.141 METERS 19055     |
 GK1087| HH0959 LIBERAL LIGHTS GRAIN ELEV           APPROX.23.4 KM 3333706.2 |
 GK1087|---------------------------------------------------------------------|
 GK1087
 GK1087                          SUPERSEDED SURVEY CONTROL
 GK1087
 GK1087  NAD 83(1993)-  36 50 46.48456(N)    100 48 32.84413(W) AD(       ) 1
 GK1087  NAD 83(1986)-  36 50 46.48563(N)    100 48 32.83742(W) AD(       ) 1
 GK1087  NAD 27      -  36 50 46.39518(N)    100 48 31.25666(W) AD(       ) 1
 GK1087  NGVD 29 (07/19/86)  832.0    (m)         2730.     (f) VERT ANG       
 GK1087
 GK1087.Superseded values are not recommended for survey control.
 GK1087
 GK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1087.See file dsdata.pdf to determine how the superseded data were derived.
 GK1087
 GK1087_MARKER: DS = TRIANGULATION STATION DISK
 GK1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1087_STAMPING: GEORGE 1933
 GK1087_MARK LOGO: CGS
 GK1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1087+STABILITY: SURFACE MOTION
 GK1087
 GK1087  HISTORY     - Date     Condition        Report By
 GK1087  HISTORY     - 1933     MONUMENTED       CGS
 GK1087
 GK1087                          STATION DESCRIPTION
 GK1087
 GK1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 GK1087'THE STATION IS LOCATED ON A PROMINENT SAND HILL ABOUT 15 MILES
 GK1087'SOUTH-SOUTHEAST OF LIBERAL AND 4 MILES EAST-SOUTHEAST OF
 GK1087'TURPIN IN NORTHWEST QUARTER SEC. 4, T. 4 N., R. 21 E.  IT IS
 GK1087'ON LAND OWNED BY THE J.E. GEORGE ESTATE, MR. IMMEL, 1ST NATIONAL
 GK1087'BANK, LIBERAL, ADMINISTRATOR.
 GK1087'
 GK1087'THE STATION MARK PROJECTS 6 INCHES AND IS ON THE TOP OF A SAND
 GK1087'HILL WHICH IS THE HIGHEST ONE IN THE VICINITY.
 GK1087'
 GK1087'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS ON THE EAST
 GK1087'SLOPE OF THE HILL, EAST OF STATION.
 GK1087'
 GK1087'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS ON THE TOP OF
 GK1087'THE HILL SOUTH OF THE STATION.
 GK1087'
 GK1087'THE AZIMUTH MARK PROJECTS 3 INCHES AND IS 0.4 MILE EAST-NORTHEAST
 GK1087'OF THE STATION AND IS IN A FENCE ON THE SOUTH SIDE OF AN
 GK1087'EAST-AND-WEST TOWNSHIP LINE ROAD.  IT IS AT THE INTERSECTION
 GK1087'OF THE TOWNSHIP ROAD AND A NORTH-AND-SOUTH TRAIL LEADING TO
 GK1087'THE STATION.
 GK1087'
 GK1087'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 GK1087'
 GK1087'TO REACH THE STATION FROM LIBERAL FOLLOW U.S. HIGHWAY 83
 GK1087'SOUTH AND EAST 11.7 MILES TO THE INTERSECTION WITH U.S. HIGHWAY
 GK1087'64.  FROM THIS POINT FOLLOW U.S. HIGHWAY 64 EAST 3.8 MILES
 GK1087'TO A DIRT ROAD LEADING SOUTH.  GO SOUTH ON THIS ROAD 4.0 MILES
 GK1087'TO A T-INTERSECTION.  FROM THIS PLACE GO WEST 0.3 MILE TO A
 GK1087'GATE IN THE FENCE ON THE SOUTH SIDE OF THE ROAD.  GO THROUGH
 GK1087'GATE AND FOLLOW TRAIL 0.2 MILE SOUTHWEST.  THEN GO WEST 0.1
 GK1087'MILE TO TOP OF STEEP HILL AND STATION.
 GK1087'
 GK1087'THE DISTANCE BETWEEN REFERENCE MARKS IS 129.60 FEET (SLOPE
 GK1087'DIST.).
 GK1087'
 GK1087'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 GK1087'CONCRETE MONUMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1265 ***********************************************************************
 DN1265  DESIGNATION -  GERMAN
 DN1265  PID         -  DN1265
 DN1265  STATE/COUNTY-  OK/MARSHALL
 DN1265  COUNTRY     -  US
 DN1265  USGS QUAD   -  SHAY (2018)
 DN1265
 DN1265                         *CURRENT SURVEY CONTROL
 DN1265  ______________________________________________________________________
 DN1265* NAD 83(1993) POSITION- 33 56 24.56371(N) 096 51 40.10976(W)   ADJUSTED
 DN1265* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 DN1265  ______________________________________________________________________
 DN1265  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 DN1265  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 DN1265  HORZ ORDER      -  SECOND
 DN1265
 DN1265.The horizontal coordinates were established by classical geodetic methods
 DN1265.and adjusted by the National Geodetic Survey in November 1994.
 DN1265
 DN1265.The orthometric height was scaled from a topographic map.
 DN1265
 DN1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1265.GEOID18 height accuracy estimate available here.
 DN1265
 DN1265.Click photographs - Photos may exist for this station.
 DN1265
 DN1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1265
 DN1265. The following values were computed from the NAD 83(1993) position.
 DN1265
 DN1265;                    North         East     Units Scale Factor Converg.
 DN1265;SPC OK S     -    67,905.377   705,284.539   MT  0.99999867   +0 38 47.2
 DN1265;SPC OK S     -   222,786.22  2,313,921.03   sFT  0.99999867   +0 38 47.2
 DN1265;SPC TXNC     - 2,253,300.789   751,504.424   MT  0.99999271   +0 53 37.8
 DN1265;SPC TXNC     - 7,392,704.34  2,465,560.76   sFT  0.99999271   +0 53 37.8
 DN1265;UTM  14      - 3,757,581.273   697,674.767   MT  1.00008172   +1 11 40.4
 DN1265
 DN1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1265!SPC OK S     -   0.99997212  x   0.99999867  =   0.99997079
 DN1265!SPC TXNC     -   0.99997212  x   0.99999271  =   0.99996483
 DN1265!UTM  14      -   0.99997212  x   1.00008172  =   1.00005383
 DN1265
 DN1265:                Primary Azimuth Mark                     Grid Az
 DN1265:SPC OK S     -  GERMAN AZ MK                             226 18 02.3
 DN1265:SPC TXNC     -  GERMAN AZ MK                             226 03 11.7
 DN1265:UTM  14      -  GERMAN AZ MK                             225 45 09.1
 DN1265
 DN1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9767457581(NAD 83)
 DN1265
 DN1265|---------------------------------------------------------------------|
 DN1265| PID    Reference Object                     Distance      Geod. Az  |
 DN1265|                                                           dddmmss.s |
 DN1265| DN1266 DR 183A                              34.534 METERS 07643     |
 DN1265| CY1942 GERMAN RM 1                          12.353 METERS 17423     |
 DN1265| CY1941 GERMAN AZ MK                                       2265649.5 |
 DN1265|---------------------------------------------------------------------|
 DN1265
 DN1265                          SUPERSEDED SURVEY CONTROL
 DN1265
 DN1265  NAD 83(1986)-  33 56 24.56907(N)    096 51 40.10106(W) AD(       ) 2
 DN1265  NAD 27      -  33 56 24.20920(N)    096 51 39.08560(W) AD(       ) 2
 DN1265
 DN1265.Superseded values are not recommended for survey control.
 DN1265
 DN1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1265.See file dsdata.pdf to determine how the superseded data were derived.
 DN1265
 DN1265_MARKER: DS = TRIANGULATION STATION DISK
 DN1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1265_STAMPING: GERMAN 1955
 DN1265_MARK LOGO: CGS
 DN1265_PROJECTION: FLUSH
 DN1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1265+STABILITY: SURFACE MOTION
 DN1265
 DN1265  HISTORY     - Date     Condition        Report By
 DN1265  HISTORY     - 1955     MONUMENTED       CGS
 DN1265  HISTORY     - 1957     GOOD             CGS
 DN1265
 DN1265                          STATION DESCRIPTION
 DN1265
 DN1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1265'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LEBANON, 125
 DN1265'FEET SOUTHWEST OF THE CENTER OF A GATE, 38 FEET SOUTH OF THE
 DN1265'CENTER OF A TRACK ROAD AND 6 FEET NORTHEAST OF THE WITNESS
 DN1265'POST.  IT IS SET FLUSH AND IS STAMPED GERMAN 1955.
 DN1265'
 DN1265'REFERENCE MARK NO. 2 IS A U.S. ENGINEER DEPT. VICKSBURG DIST.
 DN1265'MARK RIVETED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 4
 DN1265'INCHES.  IT IS 37 FEET SOUTH SOUTHWEST OF THE CENTER OF A GATE
 DN1265'AND 20 FEET SOUTH OF THE CENTER OF A TRACK ROAD.  THE DISK
 DN1265'IS STAMPED DR 183-A 1936.
 DN1265'
 DN1265'REFERENCE MARK NO. 1 IS 78 FEET SOUTH OF THE CENTER OF A TRACK
 DN1265'ROAD AND 34 FEET SOUTH OF THE WITNESS POST.  IT IS SET FLUSH
 DN1265'AND IS STAMPED GERMAN 1955.
 DN1265'
 DN1265'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 125.28 FEET.
 DN1265'
 DN1265'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF A DIRT
 DN1265'ROAD, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A
 DN1265'NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 DN1265'GERMAN 1955.
 DN1265'
 DN1265'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON GO EAST
 DN1265'ON STATE HIGHWAY 32 FOR 1.2 MILES TO A POINT WHERE STATE
 DN1265'HIGHWAY 32 CURVES TO THE LEFT AND A GRADED ROAD CONTINUES EAST,
 DN1265'FOLLOW GRADED ROAD EAST FOR 0.3 MILES TO A CROSSROAD.  TURN
 DN1265'RIGHT AND FOLLOW GRAVELED ROAD SOUTH AND EAST FOR 2.6 MILES
 DN1265'TO THE SETTLEMENT OF POWELL.  CONTINUE EAST ON GRAVELED ROAD FOR
 DN1265'0.3 MILE TO A CROSSROAD, TURN RIGHT AND FOLLOW GRADED ROAD
 DN1265'SOUTH FOR 1.0 MILE TO A T ROAD RIGHT AND A GATE ON THE LEFT.
 DN1265'TURN LEFT THRU GATE AND FOLLOW TRACK ROAD EAST FOR 0.3 MILE
 DN1265'TO THE STATION AND REFERENCE MARKS ON THE RIGHT.
 DN1265'
 DN1265'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 DN1265'TRACK ROAD FOR 0.3 MILE TO THE GATE AND THE NORTH-SOUTH ROAD,
 DN1265'TURN LEFT, SOUTH, ON THE DIRT ROAD AND GO 0.2 MILE TO THE
 DN1265'AZIMUTH MARK ON THE LEFT.
 DN1265
 DN1265                          STATION RECOVERY (1957)
 DN1265
 DN1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1265'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN1265'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1265'STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0793 ***********************************************************************
 EM0793  DESIGNATION -  GERONIMO
 EM0793  PID         -  EM0793
 EM0793  STATE/COUNTY-  OK/COMANCHE
 EM0793  COUNTRY     -  US
 EM0793  USGS QUAD   -  SADDLE MOUNTAIN (2018)
 EM0793
 EM0793                         *CURRENT SURVEY CONTROL
 EM0793  ______________________________________________________________________
 EM0793* NAD 83(1993) POSITION- 34 46 22.96942(N) 098 42 57.40347(W)   ADJUSTED
 EM0793* NAVD 88 ORTHO HEIGHT -   703.8   (meters)     2309.    (feet) VERTCON3
 EM0793  ______________________________________________________________________
 EM0793  GEOID HEIGHT    -        -25.319 (meters)                     GEOID18
 EM0793  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 EM0793  HORZ ORDER      -  THIRD
 EM0793
 EM0793.The horizontal coordinates were established by classical geodetic methods
 EM0793.and adjusted by the National Geodetic Survey in November 1994.
 EM0793
 EM0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0793
 EM0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0793.GEOID18 height accuracy estimate available here.
 EM0793
 EM0793.Click photographs - Photos may exist for this station.
 EM0793
 EM0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0793
 EM0793. The following values were computed from the NAD 83(1993) position.
 EM0793
 EM0793;                    North         East     Units Scale Factor Converg.
 EM0793;SPC OK S     -   159,931.040   534,467.104   MT  0.99994135   -0 24 23.0
 EM0793;SPC OK S     -   524,707.09  1,753,497.49   sFT  0.99994135   -0 24 23.0
 EM0793;UTM  14      - 3,847,912.063   525,991.854   MT  0.99960833   +0 09 43.2
 EM0793
 EM0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0793!SPC OK S     -   0.99989351  x   0.99994135  =   0.99983487
 EM0793!UTM  14      -   0.99989351  x   0.99960833  =   0.99950189
 EM0793
 EM0793:                Primary Azimuth Mark                     Grid Az
 EM0793:SPC OK S     -  CLANCY                                   046 34 10.5
 EM0793:UTM  14      -  CLANCY                                   046 00 04.3
 EM0793
 EM0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2599147912(NAD 83)
 EM0793
 EM0793|---------------------------------------------------------------------|
 EM0793| PID    Reference Object                     Distance      Geod. Az  |
 EM0793|                                                           dddmmss.s |
 EM0793| EM0790 CLANCY                              APPROX.14.4 KM 0460947.5 |
 EM0793| CX7258 GERONIMO AZ MK                                     2030131.8 |
 EM0793| CX7259 GERONIMO RM 1                         6.452 METERS 22724     |
 EM0793| CX7260 GERONIMO RM 2                         8.350 METERS 32554     |
 EM0793|---------------------------------------------------------------------|
 EM0793
 EM0793                          SUPERSEDED SURVEY CONTROL
 EM0793
 EM0793  NAD 83(1986)-  34 46 22.97506(N)    098 42 57.39031(W) AD(       ) 3
 EM0793  NAD 27      -  34 46 22.73400(N)    098 42 56.15100(W) AD(       ) 3
 EM0793  NGVD 29 (07/19/86)  703.6    (m)         2308.     (f) VERT ANG       
 EM0793
 EM0793.Superseded values are not recommended for survey control.
 EM0793
 EM0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0793.See file dsdata.pdf to determine how the superseded data were derived.
 EM0793
 EM0793_MARKER: DB = BENCH MARK DISK
 EM0793_SETTING: 66 = SET IN ROCK OUTCROP
 EM0793_STAMPING: GERONIMO 1946
 EM0793_MARK LOGO: USGS
 EM0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0793+STABILITY: POSITION/ELEVATION WELL
 EM0793
 EM0793  HISTORY     - Date     Condition        Report By
 EM0793  HISTORY     - 1946     MONUMENTED       USGS
 EM0793  HISTORY     - 1963     GOOD             CGS
 EM0793
 EM0793                          STATION DESCRIPTION
 EM0793
 EM0793'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RLE)
 EM0793'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF CACHE, 7-1/2
 EM0793'MILES WEST OF MEERS POST OFFICE, IN WICHITA FOREST PRESERVE,
 EM0793'NEAR CENTER, AND ON THE HIGHEST POINT OF GERONIMO RIDGE.  IT
 EM0793'IS A STANDARD USGS BENCH MARK DISK, STAMPED GERONIMO 1946,
 EM0793'AND IS SET FLUSH IN A LARGE OUTCROP OF ROCK.
 EM0793'
 EM0793'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND ABOUT 3
 EM0793'FEET LOWER.  THE DISK IS STAMPED GERONIMO NO 1 1947.
 EM0793'
 EM0793'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND ABOUT 1
 EM0793'FOOT LOWER.  THE DISK IS STAMPED GERONIMO NO 2 1947.
 EM0793'
 EM0793'THE AZIMUTH MARK IS A USGS BENCH MARK AND IS LOCATED ABOUT
 EM0793'2 MILES SOUTH OF THE STATION.  IT IS 26 FEET NORTH OF THE CENTER
 EM0793'OF ROAD, 7 FEET WEST OF THE WEST END OF A LARGE STEEL GATE AND 3
 EM0793'FEET SOUTH OF THE FENCE LINE.  THE STANDARD USGS BM DISK,
 EM0793'STAMPED 1773 FT. TT5E 1936, IS SET FLUSH IN A 6 BY 6 INCH
 EM0793'CONCRETE POST AND PROJECTS 3 INCHES.
 EM0793'
 EM0793'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 EM0793'HIGHWAY 49 IN CACHE, GO NORTH ON STATE HIGHWAY 49 FOR 4.1 MILES
 EM0793'TO A CATTLE GUARD AT ENTRANCE TO THE REFUGE, CONTINUE ON
 EM0793'THE HIGHWAY FOR 1.9 MILES TO FORKS, TAKE LEFT FORK AND FOLLOW
 EM0793'MAIN ROAD NORTH AND WEST FOR 5.4 MILES TO ANOTHER CATTLE GUARD,
 EM0793'CONTINUE ON SURFACED ROAD FOR 0.55 MILE TO FORK,* (TO REACH
 EM0793'HEADQUARTERS FROM THIS POINT TAKE LEFT FORK FOR 0.1 MILE TO
 EM0793'A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A
 EM0793'FORK, TAKE RIGHT FORK FOR 0.05 MILE TO A ROCK BUILDING AND
 EM0793'OFFICE ON THE RIGHT.  KEY TO BE OBTAINED HERE) *FROM THIS
 EM0793'FORK CONTINUE STRAIGHT AHEAD (WEST) ON A GRAVEL ROAD FOR 1.35
 EM0793'MILES TO A LARGE STEEL GATE ON THE RIGHT THAT IS
 EM0793'LOCKED, (THE AZIMUTH SITE) TURN RIGHT THROUGH THE GATE
 EM0793'AND GO NORTHWEST ON DIRT ROAD FOR 3.05 MILES TO A SIDE ROAD
 EM0793'RIGHT JUST AFTER PASSING A LARGE LAKE ON THE RIGHT, TURN
 EM0793'RIGHT AND FOLLOW TRACK ROAD FOR 1.3 MILES TO FORKS
 EM0793'SOUTHWEST OF A WINDMILL, TAKE RIGHT FORK PASSING TO THE
 EM0793'RIGHT OF THE WINDMILL AND FOLLOW TRACK ROAD FOR 1.1 MILES TO
 EM0793'TWO SMALL TRIANGLE-BLAZED SCRUB OAKS ON THE LEFT AND END
 EM0793'OF TRUCK TRAVEL.  FROM HERE CROSS A SMALL CREEK AND PACK
 EM0793'SOUTH UP A STEEP HILL TO TOP OF RIDGE.  THENCE BEAR LEFT
 EM0793'(EASTERLY) ALONG THE TOP OF RIDGE TO THE HIGHEST POINT AND THE
 EM0793'STATION SITE.  A 20 MINUTE PACK.
 EM0793'
 EM0793'A 4 FOOT LIGHT AT CLANCY USGS IS VISIBLE AT 4 FEET.
 EM0793'
 EM0793'A 4 FOOT LIGHT AT MT SCOTT IS VISIBLE AT 4 FEET.
 EM0793'
 EM0793'A 74 FOOT LIGHT AT HOMA IS VISIBLE AT 4 FEET.
 EM0793
 EM0793                          STATION RECOVERY (1963)
 EM0793
 EM0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0793'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0793'CONDITION.  IT WAS REPORTED BY THE GAME REFUGE HEAD-QUARTERS
 EM0793'PERSONNEL.  THAT DURING IMPROVEMENT OF THE ROAD AT THE SITE OF
 EM0793'THE AZIMUTH MARK.  A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 EM0793'1773 FT TT 5 E 1936, HAD BEEN STRUCH BY ROAD MACHINERY AND
 EM0793'WAS LEANING CONSIDERABLY AT ONE TIME.  THE MARK WAS PUSHED
 EM0793'INTO A VERTICAL POSITION AND PACKED WITH DIRT.  THE MONUMENT
 EM0793'PROJECTS ABOUT 8 INCHES AND IS QUESTIONABLE IF IT IS IN ITS
 EM0793'ORIGIONAL POSITION.
 EM0793'
 EM0793'THE ORIGIONAL DESCRIPTION IS ENTIRELY ADEQUATE FOR RECOVERY.
 EM0793'THE GATE IS LOCKED AT ALL TIMES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0716 ***********************************************************************
 EL0716  DESIGNATION -  GERTY
 EL0716  PID         -  EL0716
 EL0716  STATE/COUNTY-  OK/HUGHES
 EL0716  COUNTRY     -  US
 EL0716  USGS QUAD   -  GERTY (2018)
 EL0716
 EL0716                         *CURRENT SURVEY CONTROL
 EL0716  ______________________________________________________________________
 EL0716* NAD 83(1993) POSITION- 34 52 29.50051(N) 096 17 11.14076(W)   ADJUSTED
 EL0716* NAVD 88 ORTHO HEIGHT -   305.1   (meters)     1001.    (feet) VERTCON3
 EL0716  ______________________________________________________________________
 EL0716  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 EL0716  LAPLACE CORR    -         -6.31  (seconds)                    DEFLEC18
 EL0716  HORZ ORDER      -  FIRST
 EL0716
 EL0716.The horizontal coordinates were established by classical geodetic methods
 EL0716.and adjusted by the National Geodetic Survey in November 1994.
 EL0716
 EL0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0716
 EL0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0716.GEOID18 height accuracy estimate available here.
 EL0716
 EL0716.Click photographs - Photos may exist for this station.
 EL0716
 EL0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0716
 EL0716. The following values were computed from the NAD 83(1993) position.
 EL0716
 EL0716;                    North         East     Units Scale Factor Converg.
 EL0716;SPC OK S     -   172,322.694   756,651.079   MT  0.99994877   +0 58 21.5
 EL0716;SPC OK S     -   565,362.04  2,482,446.08   sFT  0.99994877   +0 58 21.5
 EL0716;UTM  14      - 3,862,525.592   748,026.679   MT  1.00035826   +1 33 08.5
 EL0716
 EL0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0716!SPC OK S     -   0.99995650  x   0.99994877  =   0.99990527
 EL0716!UTM  14      -   0.99995650  x   1.00035826  =   1.00031474
 EL0716
 EL0716:                Primary Azimuth Mark                     Grid Az
 EL0716:SPC OK S     -  HAWKINS                                  301 30 25.8
 EL0716:UTM  14      -  HAWKINS                                  300 55 38.8
 EL0716
 EL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4802662525(NAD 83)
 EL0716
 EL0716|---------------------------------------------------------------------|
 EL0716| PID    Reference Object                     Distance      Geod. Az  |
 EL0716|                                                           dddmmss.s |
 EL0716| CY1943 GERTY RM 1                           31.680 METERS 14247     |
 EL0716| EL0717 ALLEN WATER TANK                    APPROX.11.6 KM 2714345.4 |
 EL0716| EL0719 HAWKINS                             APPROX.14.0 KM 3022847.3 |
 EL0716|---------------------------------------------------------------------|
 EL0716
 EL0716                          SUPERSEDED SURVEY CONTROL
 EL0716
 EL0716  NAD 83(1986)-  34 52 29.50238(N)    096 17 11.13264(W) AD(       ) 1
 EL0716  NAD 27      -  34 52 29.18170(N)    096 17 10.10630(W) AD(       ) 1
 EL0716  USSD        -  34 52 29.11700(N)    096 17 10.42400(W) AD(       ) 3
 EL0716  NGVD 29 (07/19/86)  305.0    (m)         1001.     (f) VERT ANG       
 EL0716
 EL0716.Superseded values are not recommended for survey control.
 EL0716
 EL0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0716.See file dsdata.pdf to determine how the superseded data were derived.
 EL0716
 EL0716_MARKER: DS = TRIANGULATION STATION DISK
 EL0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0716_STAMPING: GERTY 1920
 EL0716_MARK LOGO: CGS
 EL0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0716+STABILITY: SURFACE MOTION
 EL0716
 EL0716  HISTORY     - Date     Condition        Report By
 EL0716  HISTORY     - 1920     MONUMENTED       CGS
 EL0716  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0716
 EL0716                          STATION DESCRIPTION
 EL0716
 EL0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0716'IN SW 1/4 SEC. 30, T. 5 N., R. 10 E., 2-1/2 MILES FROM GERTY,
 EL0716'N ALONG ROAD TO CALVIN, AND ON TOP OF TIMBERED RIDGE ON LAND
 EL0716'OWNED BY DR. TAYLOR OF GERTY.
 EL0716'
 EL0716'STATION MARKED BY BRONZE STATION DISK IN CONCRETE.
 EL0716'
 EL0716'REFERENCE MARK IS A BRONZE REFERENCE DISK IN A SQUARE CONCRETE MONUMEN
 EL0716'31.68 METERS (103.9 FEET) FROM STATION S 37 DEG 14 MIN E.
 EL0716'
 EL0716'BEARING FROM STATION TO ALLEN RAILROAD COAL CHUTE IS
 EL0716'N 88 DEG 18 MIN 16 SEC W, BEARING AND TO ALLEN CITY
 EL0716'WATER TANK N 88 DEG 16 IN 10 SEC W.W.
 EL0716
 EL0716                          STATION RECOVERY (1934)
 EL0716
 EL0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0716'STATION PROJECTS ABOUT 10 INCHES ABOVE SURFACE, IS TILTED
 EL0716'TO NE AND SEEMS LOOSE IN GROUND.
 EL0716'
 EL0716'REFERENCE MARK NOT RECOVERED.  AT DESCRIBED LOCATION OF MARK
 EL0716'GROUND SHOWED EVIDENCE OF CONSIDERABLE DIGGING.  PIECES OF
 EL0716'CONCRETE FOUND, MARK POSSIBLY DESTROYED.
 EL0716'
 EL0716'BEST REACHED BY GOING S ON CALVIN-COALGATE ROAD 8 MILES,
 EL0716'THENCE W 2 MILES, THENCE N 2 MILES TO AN ABANDONED SAWMILL
 EL0716'SITE, THENCE W ALONG RIDGE ABOUT 0.2 MILE TO STATION.
 EL0716'
 EL0716'DR. TAYLOR OWNS THE QUARTER SECTION ADJOINING ON S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0056 ***********************************************************************
 FK0056  DESIGNATION -  GG 114
 FK0056  PID         -  FK0056
 FK0056  STATE/COUNTY-  OK/BLAINE
 FK0056  COUNTRY     -  US
 FK0056  USGS QUAD   -  HITCHCOCK (2018)
 FK0056
 FK0056                         *CURRENT SURVEY CONTROL
 FK0056  ______________________________________________________________________
 FK0056* NAD 83(1986) POSITION- 35 54 41.     (N) 098 21 45.     (W)   SCALED
 FK0056* NAVD 88 ORTHO HEIGHT -   441.765 (meters)     1449.36  (feet) ADJUSTED
 FK0056  ______________________________________________________________________
 FK0056  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 FK0056  DYNAMIC HEIGHT  -        441.351 (meters)     1448.00  (feet) COMP
 FK0056  MODELED GRAVITY -    979,683.3   (mgal)                       NAVD 88
 FK0056
 FK0056  VERT ORDER      -  SECOND    CLASS 0
 FK0056
 FK0056.The horizontal coordinates were scaled from a map and have
 FK0056.an estimated accuracy of +/- 6 seconds.
 FK0056
 FK0056.The orthometric height was determined by differential leveling and
 FK0056.adjusted by the NATIONAL GEODETIC SURVEY
 FK0056.in June 1991.
 FK0056
 FK0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0056.GEOID18 height accuracy estimate available here.
 FK0056
 FK0056.Click photographs - Photos may exist for this station.
 FK0056
 FK0056.The dynamic height is computed by dividing the NAVD 88
 FK0056.geopotential number by the normal gravity value computed on the
 FK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0056.degrees latitude (g = 980.6199 gals.).
 FK0056
 FK0056.The modeled gravity was interpolated from observed gravity values.
 FK0056
 FK0056;                    North         East    Units  Estimated Accuracy
 FK0056;SPC OK N     -   101,180.      567,280.      MT  (+/- 180 meters Scaled)
 FK0056
 FK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE575743(NAD 83)
 FK0056
 FK0056                          SUPERSEDED SURVEY CONTROL
 FK0056
 FK0056  NGVD 29 (??/??/92)  441.588  (m)         1448.78   (f) ADJ UNCH    2 0
 FK0056
 FK0056.Superseded values are not recommended for survey control.
 FK0056
 FK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0056.See file dsdata.pdf to determine how the superseded data were derived.
 FK0056
 FK0056_MARKER: DB = BENCH MARK DISK
 FK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0056_STAMPING: GG 114 1935
 FK0056_MARK LOGO: CGS
 FK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0056+STABILITY: SURFACE MOTION
 FK0056
 FK0056  HISTORY     - Date     Condition        Report By
 FK0056  HISTORY     - 1935     MONUMENTED       CGS
 FK0056
 FK0056                          STATION DESCRIPTION
 FK0056
 FK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0056'3.9 MI S FROM HITCHCOCK.
 FK0056'3.9 MILES SOUTH OF ROCK ISLAND STATION AT HITCHCOCK 96 FEET
 FK0056'NORTHWEST OF MILEPOST 54-20, 87 FEET WEST OF RAILROAD OVER PASS
 FK0056'54-6 OVER HIGHWAY 8, 15 FEET NORTH OF NEAREST RAIL OF CHICAGO
 FK0056'ROCK ISLAND AND PACIFIC RAILROAD MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0129 ***********************************************************************
 EL0129  DESIGNATION -  GG 62
 EL0129  PID         -  EL0129
 EL0129  STATE/COUNTY-  OK/BRYAN
 EL0129  COUNTRY     -  US
 EL0129  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0129
 EL0129                         *CURRENT SURVEY CONTROL
 EL0129  ______________________________________________________________________
 EL0129* NAD 83(1986) POSITION- 34 00 03.     (N) 096 04 16.     (W)   SCALED
 EL0129* NAVD 88 ORTHO HEIGHT -   179.994 (meters)      590.53  (feet) ADJUSTED
 EL0129  ______________________________________________________________________
 EL0129  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 EL0129  DYNAMIC HEIGHT  -        179.810 (meters)      589.93  (feet) COMP
 EL0129  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 EL0129
 EL0129  VERT ORDER      -  FIRST     CLASS II
 EL0129
 EL0129.The horizontal coordinates were scaled from a map and have
 EL0129.an estimated accuracy of +/- 6 seconds.
 EL0129
 EL0129.The orthometric height was determined by differential leveling and
 EL0129.adjusted by the NATIONAL GEODETIC SURVEY
 EL0129.in June 1991.
 EL0129
 EL0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0129.GEOID18 height accuracy estimate available here.
 EL0129
 EL0129.Click photographs - Photos may exist for this station.
 EL0129
 EL0129.The dynamic height is computed by dividing the NAVD 88
 EL0129.geopotential number by the normal gravity value computed on the
 EL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0129.degrees latitude (g = 980.6199 gals.).
 EL0129
 EL0129.The modeled gravity was interpolated from observed gravity values.
 EL0129
 EL0129;                    North         East    Units  Estimated Accuracy
 EL0129;SPC OK S     -    75,740.      778,190.      MT  (+/- 180 meters Scaled)
 EL0129
 EL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC705661(NAD 83)
 EL0129
 EL0129                          SUPERSEDED SURVEY CONTROL
 EL0129
 EL0129  NGVD 29 (??/??/92)  179.937  (m)          590.34   (f) ADJ UNCH    1 2
 EL0129
 EL0129.Superseded values are not recommended for survey control.
 EL0129
 EL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0129.See file dsdata.pdf to determine how the superseded data were derived.
 EL0129
 EL0129_MARKER: DB = BENCH MARK DISK
 EL0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0129_STAMPING: GG 62 1934
 EL0129_MARK LOGO: CGS
 EL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0129+STABILITY: SURFACE MOTION
 EL0129
 EL0129  HISTORY     - Date     Condition        Report By
 EL0129  HISTORY     - 1934     MONUMENTED       CGS
 EL0129  HISTORY     - 1944     GOOD
 EL0129  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0129
 EL0129                          STATION DESCRIPTION
 EL0129
 EL0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0129'1.5 MI W FROM BENNINGTON.
 EL0129'42 FEET SOUTH OF THE ST. LOUIS AND SAN FRANCISCO RR TRACK IN
 EL0129'OUTSIDE OF CURVE.  1200 FEET WEST OF VIADUCT 592.1.  500 FEET
 EL0129'SOUTH OF THE U.S. HIGHWAY 70.
 EL0129
 EL0129                          STATION RECOVERY (1944)
 EL0129
 EL0129'RECOVERED 1944
 EL0129'RECOVERED IN GOOD CONDITION.
 EL0129
 EL0129                          STATION RECOVERY (1986)
 EL0129
 EL0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0129'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0758 ***********************************************************************
 EL0758  DESIGNATION -  GIANT
 EL0758  PID         -  EL0758
 EL0758  STATE/COUNTY-  OK/COAL
 EL0758  COUNTRY     -  US
 EL0758  USGS QUAD   -  OLNEY (2018)
 EL0758
 EL0758                         *CURRENT SURVEY CONTROL
 EL0758  ______________________________________________________________________
 EL0758* NAD 83(1993) POSITION- 34 26 58.22268(N) 096 17 12.83414(W)   ADJUSTED
 EL0758* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 EL0758  ______________________________________________________________________
 EL0758  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 EL0758  LAPLACE CORR    -         -7.98  (seconds)                    DEFLEC18
 EL0758  HORZ ORDER      -  SECOND
 EL0758
 EL0758.The horizontal coordinates were established by classical geodetic methods
 EL0758.and adjusted by the National Geodetic Survey in November 1994.
 EL0758
 EL0758.The orthometric height was scaled from a topographic map.
 EL0758
 EL0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0758.GEOID18 height accuracy estimate available here.
 EL0758
 EL0758.Click photographs - Photos may exist for this station.
 EL0758
 EL0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0758
 EL0758. The following values were computed from the NAD 83(1993) position.
 EL0758
 EL0758;                    North         East     Units Scale Factor Converg.
 EL0758;SPC OK S     -   125,145.132   757,408.812   MT  0.99993869   +0 58 20.6
 EL0758;SPC OK S     -   410,580.32  2,484,932.08   sFT  0.99993869   +0 58 20.6
 EL0758;UTM  14      - 3,815,337.984   749,255.415   MT  1.00036587   +1 32 07.9
 EL0758
 EL0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0758!SPC OK S     -   0.99996096  x   0.99993869  =   0.99989965
 EL0758!UTM  14      -   0.99996096  x   1.00036587  =   1.00032681
 EL0758
 EL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4925515337(NAD 83)
 EL0758
 EL0758                          SUPERSEDED SURVEY CONTROL
 EL0758
 EL0758  NAD 83(1986)-  34 26 58.22752(N)    096 17 12.82620(W) AD(       ) 2
 EL0758  NAD 27      -  34 26 57.89500(N)    096 17 11.83160(W) AD(       ) 2
 EL0758
 EL0758.Superseded values are not recommended for survey control.
 EL0758
 EL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0758.See file dsdata.pdf to determine how the superseded data were derived.
 EL0758
 EL0758_MARKER: 01 = LONE TREE
 EL0758
 EL0758  HISTORY     - Date     Condition        Report By
 EL0758  HISTORY     - UNK      FIRST OBSERVED   USGS
 EL0758  HISTORY     - 1955     GOOD             CGS
 EL0758
 EL0758                          STATION DESCRIPTION
 EL0758
 EL0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0758'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT TIMBERED
 EL0758'HILL ABOUT 7.0 MILES SOUTHWEST OF COALGATE, 10.0 MILES WEST
 EL0758'NORTHWEST OF ATOKA AND 4.0 MILES WEST SOUTHWEST OF LEHIGH.  IT IS
 EL0758'A BLAZED 14-INCH OAK TREE, AND IS 24.11 FEET EAST NORTHEAST OF
 EL0758'TRIANGULATION STATION MEGAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0964 ***********************************************************************
 GH0964  DESIGNATION -  GIBB
 GH0964  PID         -  GH0964
 GH0964  STATE/COUNTY-  OK/PAWNEE
 GH0964  COUNTRY     -  US
 GH0964  USGS QUAD   -  BLACKBURN (2018)
 GH0964
 GH0964                         *CURRENT SURVEY CONTROL
 GH0964  ______________________________________________________________________
 GH0964* NAD 83(1993) POSITION- 36 16 33.90981(N) 096 31 25.93389(W)   ADJUSTED
 GH0964* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 GH0964  ______________________________________________________________________
 GH0964  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 GH0964  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 GH0964  HORZ ORDER      -  FIRST
 GH0964
 GH0964.The horizontal coordinates were established by classical geodetic methods
 GH0964.and adjusted by the National Geodetic Survey in November 1994.
 GH0964
 GH0964.The orthometric height was scaled from a topographic map.
 GH0964
 GH0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0964.GEOID18 height accuracy estimate available here.
 GH0964
 GH0964.Click photographs - Photos may exist for this station.
 GH0964
 GH0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0964
 GH0964. The following values were computed from the NAD 83(1993) position.
 GH0964
 GH0964;                    North         East     Units Scale Factor Converg.
 GH0964;SPC OK N     -   142,594.051   732,615.714   MT  0.99994720   +0 52 16.1
 GH0964;SPC OK N     -   467,827.32  2,403,590.06   sFT  0.99994720   +0 52 16.1
 GH0964;UTM  14      - 4,017,415.684   722,408.146   MT  1.00020951   +1 27 56.4
 GH0964
 GH0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0964!SPC OK N     -   0.99995610  x   0.99994720  =   0.99990330
 GH0964!UTM  14      -   0.99995610  x   1.00020951  =   1.00016560
 GH0964
 GH0964:                Primary Azimuth Mark                     Grid Az
 GH0964:SPC OK N     -  HALLETT MUNICIPAL STANDPIPE              214 44 41.1
 GH0964:UTM  14      -  HALLETT MUNICIPAL STANDPIPE              214 09 00.8
 GH0964
 GH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2240817415(NAD 83)
 GH0964
 GH0964|---------------------------------------------------------------------|
 GH0964| PID    Reference Object                     Distance      Geod. Az  |
 GH0964|                                                           dddmmss.s |
 GH0964| CI1003 GIBB RM 1                            20.435 METERS 02202     |
 GH0964| CI1004 GIBB RM 2                            87.523 METERS 18312     |
 GH0964| GH0968 JENNINGS MUNICIPAL TANK             APPROX.11.1 KM 2010158.0 |
 GH0964| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX. 6.5 KM 2153657.2 |
 GH0964| CI1005 GIBB RM 3                            32.500 METERS 27905     |
 GH0964|---------------------------------------------------------------------|
 GH0964
 GH0964                          SUPERSEDED SURVEY CONTROL
 GH0964
 GH0964  NAD 83(1986)-  36 16 33.92477(N)    096 31 25.91917(W) AD(       ) 1
 GH0964  NAD 27      -  36 16 33.67840(N)    096 31 24.83056(W) AD(       ) 1
 GH0964
 GH0964.Superseded values are not recommended for survey control.
 GH0964
 GH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0964.See file dsdata.pdf to determine how the superseded data were derived.
 GH0964
 GH0964_MARKER: DS = TRIANGULATION STATION DISK
 GH0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0964_STAMPING: GIBB 1935
 GH0964_MARK LOGO: CGS
 GH0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0964+STABILITY: SURFACE MOTION
 GH0964
 GH0964  HISTORY     - Date     Condition        Report By
 GH0964  HISTORY     - 1935     MONUMENTED       CGS
 GH0964  HISTORY     - 1938     GOOD             CGS
 GH0964
 GH0964                          STATION DESCRIPTION
 GH0964
 GH0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0964'IN THE SOUTHWEST QUARTER OF SEC. 23, T. 21 N., R. 7 E., IN
 GH0964'A BARN LOT ON TOP OF A HILL, WHICH IS 1/2 MILE EAST OF HIGH
 GH0964'GROVE SCHOOLHOUSE, 140 FEET SOUTH OF GATE, 30 FEET NORTHWEST
 GH0964'OF TREE AT FENCE CORNER, 18 FEET NORTH OF EAST-WEST FENCE
 GH0964'AND 12 FEET WEST OF A NORTH-SOUTH FENCE AND PROJECTS 6 INCHES.
 GH0964'
 GH0964'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 48 AND
 GH0964'U.S. HIGHWAY 64, WHICH IS 4 MILES NORTH OF HALLETT, GO EAST
 GH0964'ON U.S. 64 FOR 2.0 MILES TO CROSS ROAD IN DEEP CUT ON HILL,
 GH0964'TURN RIGHT (SOUTH) ON GRADED DIRT ROAD AND GO 0.7 MILE STRAIGHT
 GH0964'AHEAD TO CROSS ROAD AND HIGH GROVE SCHOOLHOUSE, TURN LEFT AND
 GH0964'GO 0.5 MILE EAST TO TOP OF GRADE AND HOUSE ON LEFT, TURN LEFT
 GH0964'AND GO 0.05 MILE NORTH TO GATE AT BARNYARD, CONTINUE EAST
 GH0964'AND NORTH AROUND BARN TO WIRE GATE AND STATION.
 GH0964'
 GH0964'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GH0964'DISKS SET IN CONCRETE.
 GH0964'
 GH0964'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, SET IN
 GH0964'BEDROCK FLUSH WITH GROUND, REFERENCE MARK NO. 2 IS
 GH0964'SOUTH OF STATION IN EAST-WEST FENCE LINE, 20 FEET NORTH OF
 GH0964'CENTER LINE OF ROAD AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 3
 GH0964'IS WEST OF STATION, AT FENCE CORNER AND PROJECTS 6 INCHES.
 GH0964'
 GH0964'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GH0964
 GH0964                          STATION RECOVERY (1938)
 GH0964
 GH0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0964'ABOUT 4 MILES AIR LINE SOUTHWEST OF CLEVELAND, 5 MILES
 GH0964'NORTHEAST OF HALLETT, AND ABOUT 6 MILES AIR LINE WEST-SOUTHWEST
 GH0964'OF OSAGE, IN THE SOUTHWEST QUARTER OF SEC. 23, T. 21 N., R. 7 E.,
 GH0964'ON THE TOP OF A PROMINENT HILL 0.5 MILE EAST OF HIGH GROVE
 GH0964'SCHOOLHOUSE, IN THE BARNYARD JUST NORTHWEST OF THE HOUSE, 18 FEET
 GH0964'NORTH OF AN EAST-WEST FENCE AND 12 FEET WEST OF A NORTH-SOUTH
 GH0964'FENCE.
 GH0964'
 GH0964'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GH0964'HIGHWAY 99, WHICH IS 4.0 MILES NORTH OF HALLETT, GO EAST ON
 GH0964'U.S. 64 FOR 2.0 MILES TO CROSS ROAD AT TOP OF HILL, THENCE
 GH0964'RIGHT, SOUTH, 0.7 MILE TO THE HIGH GROVE SCHOOLHOUSE, THENCE
 GH0964'LEFT, EAST, 0.5 MILE TO TOP OF HILL AND HOUSE ON THE LEFT.
 GH0964'
 GH0964'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GH0964'DISKS SET IN CONCRETE.
 GH0964'
 GH0964'REFERENCE MARK NO. 2, (AZIMUTH) IS SOUTH OF THE STATION IN AN
 GH0964'EAST-WEST FENCE LINE, 20 FEET NORTH OF CENTER OF ROAD AND
 GH0964'PROJECTS ABOUT 4 INCHES.  REFERENCE MARK NO. 3 IS WEST OF
 GH0964'THE STATION.  REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION,
 GH0964'AND IS SET IN BEDROCK.
 GH0964'
 GH0964'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1083 ***********************************************************************
 FH1083  DESIGNATION -  GIBSON
 FH1083  PID         -  FH1083
 FH1083  STATE/COUNTY-  OK/WAGONER
 FH1083  COUNTRY     -  US
 FH1083  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH1083
 FH1083                         *CURRENT SURVEY CONTROL
 FH1083  ______________________________________________________________________
 FH1083* NAD 83(1993) POSITION- 35 49 59.05757(N) 095 16 09.68722(W)   ADJUSTED
 FH1083* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 FH1083  ______________________________________________________________________
 FH1083  GEOID HEIGHT    -        -29.347 (meters)                     GEOID18
 FH1083  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 FH1083  HORZ ORDER      -  FIRST
 FH1083
 FH1083.The horizontal coordinates were established by classical geodetic methods
 FH1083.and adjusted by the National Geodetic Survey in November 1994.
 FH1083
 FH1083.The orthometric height was scaled from a topographic map.
 FH1083
 FH1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1083.GEOID18 height accuracy estimate available here.
 FH1083
 FH1083.Click photographs - Photos may exist for this station.
 FH1083
 FH1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1083
 FH1083. The following values were computed from the NAD 83(1993) position.
 FH1083
 FH1083;                    North         East     Units Scale Factor Converg.
 FH1083;SPC OK N     -    95,900.704   846,680.791   MT  0.99996234   +1 36 41.3
 FH1083;SPC OK N     -   314,634.23  2,777,818.56   sFT  0.99996234   +1 36 41.3
 FH1083;UTM  15      - 3,967,811.097   295,021.024   MT  1.00011777   -1 19 44.4
 FH1083
 FH1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1083!SPC OK N     -   0.99996582  x   0.99996234  =   0.99992816
 FH1083!UTM  15      -   0.99996582  x   1.00011777  =   1.00008359
 FH1083
 FH1083:                Primary Azimuth Mark                     Grid Az
 FH1083:SPC OK N     -  GIBSON AZ MK                             247 22 41.3
 FH1083:UTM  15      -  GIBSON AZ MK                             250 19 07.0
 FH1083
 FH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9502167811(NAD 83)
 FH1083
 FH1083|---------------------------------------------------------------------|
 FH1083| PID    Reference Object                     Distance      Geod. Az  |
 FH1083|                                                           dddmmss.s |
 FH1083| CI1007 GIBSON RM 1                          22.403 METERS 21905     |
 FH1083| FH1073 MUSKOGEE ARMY APT N RAD MAST        APPROX.16.0 KM 2333842.9 |
 FH1083| CI1006 GIBSON AZ MK                                       2485922.6 |
 FH1083| CI1008 GIBSON RM 2                          25.014 METERS 32500     |
 FH1083|---------------------------------------------------------------------|
 FH1083
 FH1083                          SUPERSEDED SURVEY CONTROL
 FH1083
 FH1083  NAD 83(1986)-  35 49 59.07767(N)    095 16 09.67047(W) AD(       ) 1
 FH1083  NAD 27      -  35 49 58.72100(N)    095 16 08.80500(W) AD(       ) 1
 FH1083
 FH1083.Superseded values are not recommended for survey control.
 FH1083
 FH1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1083.See file dsdata.pdf to determine how the superseded data were derived.
 FH1083
 FH1083_MARKER: DS = TRIANGULATION STATION DISK
 FH1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1083_STAMPING: GIBSON 1940
 FH1083_MARK LOGO: CGS
 FH1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1083+STABILITY: SURFACE MOTION
 FH1083
 FH1083  HISTORY     - Date     Condition        Report By
 FH1083  HISTORY     - 1940     MONUMENTED       CGS
 FH1083  HISTORY     - 1955     POOR             SSC
 FH1083  HISTORY     - 1960     GOOD             CGS
 FH1083
 FH1083                          STATION DESCRIPTION
 FH1083
 FH1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1083'STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED RIDGE,
 FH1083'ABOUT 2.5 MILES NNW OF FORT GIBSON, ON LAND OWNED BY L.L.
 FH1083'JONES AND OCCUPIED BY MR. W.H. DUNHAM.
 FH1083'
 FH1083'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1083'DISKS SET IN CONCRETE.
 FH1083'
 FH1083'STATION MARK IS STAMPED GIBSON 1940 AND PROJECTS 8 INCHES.
 FH1083'IT IS 200 FEET N OF MR. DUNHAMS HOUSE, 14 FEET S OF A FENCE,
 FH1083'36 FEET E OF THE CENTER OF A ROAD AND 27 FEET W OF THE CENTER
 FH1083'OF A ROAD.
 FH1083'
 FH1083'REFERENCE MARK NO.1 IS STAMPED GIBSON NO.1, 1940 AND PROJECTS
 FH1083'1 INCH.  IT IS 1 FOOT E OF A FENCE, 41 FEET N OF MR. DUNHAMS
 FH1083'HOUSE, 26 FEET N OF A 16-INCH HICKORY TREE AND ON THE SAME
 FH1083'LEVEL AS THE STATION.  REFERENCE MARK NO.2 IS STAMPED GIBSON
 FH1083'NO.2, 1940 AND PROJECTS 4 INCHES.  IT IS 1 FOOT E OF A FENCE,
 FH1083'8 FEET W OF THE CENTER OF A FARM LANE AND ON SAME LEVEL AS
 FH1083'THE STATION.
 FH1083'
 FH1083'THE AZIMUTH MARK IS STAMPED GIBSON 1940 AND PROJECTS 6 INCHES.
 FH1083'IT IS 100 FEET N OF THE CENTER OF THE ROAD LEADING TO THE
 FH1083'STATION AT THE W EDGE OF A CLEARING AND 1 FOOT E OF A N-S
 FH1083'FENCE.
 FH1083'
 FH1083'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON OLD
 FH1083'ROAD 0.4 MILE TO A N-S FENCE LINE ON THE RIGHT, FOLLOW FENCE
 FH1083'LINE N 100 FEET TO AZIMUTH MARK.
 FH1083'
 FH1083'TO REACH STATION FROM FORT GIBSON, GO NORTHWESTERLY ON OILED
 FH1083'ROAD, 0.35 MILE TO WHERE OIL ROAD TURNS TO THE RIGHT, JOG
 FH1083'LEFT ACROSS RAILROAD AND CONTINUE NW AND W ON MAIN-TRAVELED
 FH1083'ROAD 1.95 MILES TO A CROSS ROAD JUST S OF A SCHOOLHOUSE,
 FH1083'TURN RIGHT AND GO 0.65 MILE TO A FORK, TAKE LEFT FORK THROUGH
 FH1083'RAILROAD UNDERPASS AND CONTINUE ON MAIN ROAD 0.5 MILE, TURN
 FH1083'RIGHT (E), AND GO 0.5 MILE TO A FARMHOUSE ON THE RIGHT, BEAR
 FH1083'LEFT THROUGH A GATE AND FOLLOW TRACK ROAD NORTHEASTERLY
 FH1083'0.7 MILE TO A WIRE GATE AT A SMALL FARMHOUSE ON THE LEFT,
 FH1083'PASS THROUGH GATE AND CONTINUE 50 YARDS TO STATION IN FORK
 FH1083'OF THE ROAD.
 FH1083'
 FH1083'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1083
 FH1083                          STATION RECOVERY (1955)
 FH1083
 FH1083'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 FH1083'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1083'
 FH1083'STATION RECOVERED AS DESCRIBED BUT HAS BEEN DISTURBED.
 FH1083'CONCRETE HAS BEEN BROKEN AT GROUND LEVEL, BUT MARK IS STILL
 FH1083'RESTING IN PLACE.
 FH1083'
 FH1083'AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FH1083'AS DESCRIBED IN GOOD CONDITION.
 FH1083
 FH1083                          STATION RECOVERY (1960)
 FH1083
 FH1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1083'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1083'
 FH1083'TO REACH THE STATION FROM FORT GIBSON, FROM THE JUNCTION
 FH1083'OF U.S. HIGHWAY 62 AND STATE HIGHWAY 80, GO NORTH ON STATE
 FH1083'HIGHWAY 80 FOR 0.55 MILE TO FORKS, TAKE LEFT FORK ACROSS
 FH1083'RAILROAD AND GO NORTHWEST AND WEST ON MAIN ROAD FOR 1.95
 FH1083'MILES TO CROSSROADS, TURN RIGHT AND GO NORTH AND EAST ON
 FH1083'MAIN ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT JUST AFTER PASSING
 FH1083'THROUGH AN UNDERPASS, TURN LEFT AND GO NORTH FOR 0.5 MILE
 FH1083'TO A WIRE GATE ON RIGHT AT INTERSECTION WITH AN OLD ROAD,
 FH1083'TURN RIGHT THROUGH GATE AND GO EAST ON OLD ABANDONED ROAD
 FH1083'FOR 0.5 MILE TO AN OLD ABANDONED LOG HOUSE ON RIGHT AT TOP
 FH1083'OF RIDGE, TURN LEFT ON OLD ROAD AND GO NORTHERLY ALONG TOP
 FH1083'OF RIDGE FOR 0.35 MILE TO INTERSECTION WITH ANOTHER OLD
 FH1083'ROAD, (THE AZIMUTH MARK IS ABOUT 90 FEET WEST AND 30 FEET
 FH1083'NORTH OF THE CENTER OF THIS INTERSECTION AND IN AN OLD
 FH1083'EAST-WEST FENCE LINE), TURN RIGHT AND FOLLOW OLD ROAD
 FH1083'EASTERLY FOR 0.35 MILE TO AN OLD BUILDING SITE AT TOP OF HILL
 FH1083'AND STATION.
 FH1083'
 FH1083'THE STATION MARK IS ABOUT 25 FEET NORTHEAST OF OLD CROSSROADS
 FH1083'AT TOP OF HILL.  R.M. NO.1 IS AT THE SOUTH EDGE OF THE ROAD
 FH1083'LEADING WEST AND IS FLUSH.  R.M. NO. 2 IS IS ON THE WEST
 FH1083'SIDE OF THE ROAD LEADING NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1033 ***********************************************************************
 FH1033  DESIGNATION -  GINGLE
 FH1033  PID         -  FH1033
 FH1033  STATE/COUNTY-  OK/HASKELL
 FH1033  COUNTRY     -  US
 FH1033  USGS QUAD   -  ROBERT S KERR DAM (2018)
 FH1033
 FH1033                         *CURRENT SURVEY CONTROL
 FH1033  ______________________________________________________________________
 FH1033* NAD 83(1993) POSITION- 35 17 21.24759(N) 094 49 44.31475(W)   ADJUSTED
 FH1033* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 FH1033  ______________________________________________________________________
 FH1033  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 FH1033  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 FH1033  HORZ ORDER      -  SECOND
 FH1033
 FH1033.The horizontal coordinates were established by classical geodetic methods
 FH1033.and adjusted by the National Geodetic Survey in November 1994.
 FH1033
 FH1033.The orthometric height was scaled from a topographic map.
 FH1033
 FH1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1033.GEOID18 height accuracy estimate available here.
 FH1033
 FH1033.Click photographs - Photos may exist for this station.
 FH1033
 FH1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1033
 FH1033. The following values were computed from the NAD 83(1993) position.
 FH1033
 FH1033;                    North         East     Units Scale Factor Converg.
 FH1033;SPC OK S     -   221,493.958   888,410.522   MT  1.00001153   +1 47 59.7
 FH1033;SPC OK S     -   726,684.76  2,914,726.85   sFT  1.00001153   +1 47 59.7
 FH1033;UTM  15      - 3,906,652.799   333,682.819   MT  0.99994090   -1 03 24.7
 FH1033
 FH1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1033!SPC OK S     -   0.99996995  x   1.00001153  =   0.99998148
 FH1033!UTM  15      -   0.99996995  x   0.99994090  =   0.99991085
 FH1033
 FH1033:                Primary Azimuth Mark                     Grid Az
 FH1033:SPC OK S     -  GINGLE AZ MK                             038 47 00.6
 FH1033:UTM  15      -  GINGLE AZ MK                             041 38 25.0
 FH1033
 FH1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3368206652(NAD 83)
 FH1033
 FH1033|---------------------------------------------------------------------|
 FH1033| PID    Reference Object                     Distance      Geod. Az  |
 FH1033|                                                           dddmmss.s |
 FH1033| CI1012 GINGLE AZ MK                                       0403500.3 |
 FH1033| CI1013 GINGLE RM 1                          28.993 METERS 06318     |
 FH1033| CI1014 GINGLE RM 2                          20.755 METERS 30337     |
 FH1033|---------------------------------------------------------------------|
 FH1033
 FH1033                          SUPERSEDED SURVEY CONTROL
 FH1033
 FH1033  NAD 83(1986)-  35 17 21.25421(N)    094 49 44.30537(W) AD(       ) 2
 FH1033  NAD 27      -  35 17 20.90800(N)    094 49 43.48700(W) AD(       ) 2
 FH1033
 FH1033.Superseded values are not recommended for survey control.
 FH1033
 FH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1033.See file dsdata.pdf to determine how the superseded data were derived.
 FH1033
 FH1033_MARKER: DS = TRIANGULATION STATION DISK
 FH1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1033_STAMPING: GINGLE 1940
 FH1033_MARK LOGO: CGS
 FH1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1033+STABILITY: SURFACE MOTION
 FH1033
 FH1033  HISTORY     - Date     Condition        Report By
 FH1033  HISTORY     - 1940     MONUMENTED       CGS
 FH1033  HISTORY     - 1959     GOOD             CGS
 FH1033
 FH1033                          STATION DESCRIPTION
 FH1033
 FH1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1033'THIS STATION IS ABOUT 6 MILES ENE OF KEOTA, 2-1/2 MILES
 FH1033'SW OF COWLINGTON, 0.4 MILE E OF GINGLE MOUNTAIN SCHOOL ON
 FH1033'THE HIGHEST POINT OF A PARTIALLY WOODED HILL.
 FH1033'
 FH1033'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1033'SET IN CONCRETE.
 FH1033'
 FH1033'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE,
 FH1033'IN BEDROCK.
 FH1033'
 FH1033'REFERENCE MARK NO.1 IS 17 FEET S OF CENTER LINE OF ROAD,
 FH1033'22.5 FEET W OF WIRE FENCE CORNER, PROJECTS 6 INCHES AT SAME
 FH1033'ELEVATION AS STATION, STAMPED GINGLE NO.1 1940.  REFERENCE
 FH1033'MARK NO.2 IS 17.5 FEET S OF ROAD, PROJECTS 6 INCHES, AND
 FH1033'IS STAMPED GINGLE NO.2 1940, 1 FOOT BELOW STATION.
 FH1033'
 FH1033'AZIMUTH MARK PROJECTS 6 INCHES STAMPED GINGLE 1940.
 FH1033'
 FH1033'AZIMUTH MARK IS REACHED BY CONTINUING E ON ROAD FROM STATION
 FH1033'0.35 MILE, TURN LEFT (N) AND GO 0.4 MILE TO MARK ON RIGHT,
 FH1033'18 FEET E OF ROAD, 46 FEET SSW OF OLD STORM CELLAR, 2 FEET
 FH1033'W OF WHITE WITNESS POST.
 FH1033'
 FH1033'TO REACH STATION FROM KEOTA BY GOING E 4.0 MILES ON OKLAHOMA
 FH1033'STATE HIGHWAY 10 TO DIRT ROAD LEADING LEFT (N), TURN LEFT
 FH1033'AND GO N 1.0 MILE TO CROSSROADS, TURN RIGHT (E) AND GO 0.65
 FH1033'MILE, TURN LEFT (N) AND GO 1.0 MILE TO TOP OF HILL AND GINGLE
 FH1033'MOUNTAIN SCHOOL AT T-ROAD, TURN RIGHT (E) AND GO 0.4 MILE
 FH1033'TO STATION ON RIGHT NEAR RUINS OF OLD BUILDING.  MARK IS
 FH1033'56 FEET S OF CENTER LINE OF ROAD, 67 FEET WNW OF LONE OAK
 FH1033'TREE WHICH IS IN FENCE LINE, 4.1 FEET ESE OF WHITE WITNESS
 FH1033'POST, PROJECTS 6 INCHES, STAMPED GINGLE 1940.
 FH1033'
 FH1033'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FH1033
 FH1033                          STATION RECOVERY (1959)
 FH1033
 FH1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1033'THE UNDERGROUND STATION MARK, R.M. NO. 1 AND THE AZIMUTH
 FH1033'MARK RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE
 FH1033'STATION MARK HAD BEEN REMOVED AND WAS FOUND LYING ON EDGE
 FH1033'OF ROAD RIGHT OF WAY NEAR THE STATION.  THIS MARK WAS PROBABLY
 FH1033'REMOVED WHEN THE FIELD WAS PUT UNDER CULTIVATION.  THE
 FH1033'UNDERGROUND MARK WAS RECOVERED IN BEDROCK 2.8 FEET BELOW THE
 FH1033'SURFACE OF THE GROUND.  IT IS 28.993 METERS
 FH1033'WEST-SOUTHWEST OF R.M.  NO. 1, 74.5 FEET SOUTH-SOUTHWEST
 FH1033'OF A TRIANGLE BLAZED OAK TREE AND 36.5 FEET SOUTH OF A
 FH1033'FENCE LINE.  R.M. NO. 1 IS 2.5 FEET SOUTHWEST OF A
 FH1033'TRIANGLE BLAZED TREE ON SOUTH SIDE OF ROAD.  THE SURFACE
 FH1033'STATION MARK WAS LEFT ALONG FENCE LINE AND COULD BE
 FH1033'REPLACED IN CASE THE LAND WAS NOT CULTIVATED IN THE FUTURE.
 FH1033'
 FH1033'TO REACH THE STATION FROM KEOTA, FROM THE STOP LIGHT, GO
 FH1033'EAST ON STATE HIGHWAY 9 FOR 3.25 MILES TO A SIDE ROAD LEFT,
 FH1033'TURN LEFT AND GO NORTH FOR 2.05 MILES TO A T-ROAD RIGHT,
 FH1033'TURN RIGHT AND GO EAST FOR 1.85 MILES TO A SIDE ROAD RIGHT,
 FH1033'CONTINUE EAST FOR 0.45 MILE TO THE STATION ON THE RIGHT.  THE
 FH1033'AZIMUTH MARK IS 0.35 MILE EAST AND 0.4 MILE NORTH OF THE
 FH1033'STATION ON EAST SIDE OF ROAD AS DESCRIBED IN 1940.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0586 ***********************************************************************
 EM0586  DESIGNATION -  GLADYS
 EM0586  PID         -  EM0586
 EM0586  STATE/COUNTY-  OK/CADDO
 EM0586  COUNTRY     -  US
 EM0586  USGS QUAD   -  CYRIL (2018)
 EM0586
 EM0586                         *CURRENT SURVEY CONTROL
 EM0586  ______________________________________________________________________
 EM0586* NAD 83(1993) POSITION- 34 54 36.51773(N) 098 10 49.70709(W)   ADJUSTED
 EM0586* NAVD 88 ORTHO HEIGHT -   427.0   (meters)     1401.    (feet) VERTCON3
 EM0586  ______________________________________________________________________
 EM0586  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 EM0586  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 EM0586  HORZ ORDER      -  THIRD
 EM0586
 EM0586.The horizontal coordinates were established by classical geodetic methods
 EM0586.and adjusted by the National Geodetic Survey in November 1994.
 EM0586
 EM0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0586
 EM0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0586.GEOID18 height accuracy estimate available here.
 EM0586
 EM0586.Click photographs - Photos may exist for this station.
 EM0586
 EM0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0586
 EM0586. The following values were computed from the NAD 83(1993) position.
 EM0586
 EM0586;                    North         East     Units Scale Factor Converg.
 EM0586;SPC OK S     -   174,921.757   583,507.651   MT  0.99995207   -0 06 08.8
 EM0586;SPC OK S     -   573,889.13  1,914,391.35   sFT  0.99995207   -0 06 08.8
 EM0586;UTM  14      - 3,863,384.856   574,865.634   MT  0.99966908   +0 28 08.5
 EM0586
 EM0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0586!SPC OK S     -   0.99993713  x   0.99995207  =   0.99988920
 EM0586!UTM  14      -   0.99993713  x   0.99966908  =   0.99960623
 EM0586
 EM0586:                Primary Azimuth Mark                     Grid Az
 EM0586:SPC OK S     -  GLADYS AZ MK                             222 02 47.8
 EM0586:UTM  14      -  GLADYS AZ MK                             221 28 30.5
 EM0586
 EM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7486563384(NAD 83)
 EM0586
 EM0586|---------------------------------------------------------------------|
 EM0586| PID    Reference Object                     Distance      Geod. Az  |
 EM0586|                                                           dddmmss.s |
 EM0586| CX7273 GLADYS RM 1                          10.397 METERS 01918     |
 EM0586| EM0579 FLETCHER MUNICIPAL TANK             APPROX.10.9 KM 2110415.4 |
 EM0586| CX7272 GLADYS AZ MK                                       2215639.0 |
 EM0586| EM0585 CYRIL MUNICIPAL TANK                APPROX. 2.6 KM 2343137.3 |
 EM0586| CX7274 GLADYS RM 2                           9.247 METERS 25247     |
 EM0586|---------------------------------------------------------------------|
 EM0586
 EM0586                          SUPERSEDED SURVEY CONTROL
 EM0586
 EM0586  NAD 83(1986)-  34 54 36.52522(N)    098 10 49.69124(W) AD(       ) 3
 EM0586  NAD 27      -  34 54 36.28900(N)    098 10 48.51600(W) AD(       ) 3
 EM0586  NGVD 29 (07/19/86)  426.9    (m)         1401.     (f) VERT ANG       
 EM0586
 EM0586.Superseded values are not recommended for survey control.
 EM0586
 EM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0586.See file dsdata.pdf to determine how the superseded data were derived.
 EM0586
 EM0586_MARKER: DS = TRIANGULATION STATION DISK
 EM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0586_STAMPING: GLADYS 1947
 EM0586_MARK LOGO: CGS
 EM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0586+STABILITY: SURFACE MOTION
 EM0586
 EM0586  HISTORY     - Date     Condition        Report By
 EM0586  HISTORY     - 1947     MONUMENTED       CGS
 EM0586  HISTORY     - 1960     GOOD             OKDH
 EM0586  HISTORY     - 1963     GOOD             CGS
 EM0586  HISTORY     - 1969     GOOD             CGS
 EM0586  HISTORY     - 1976     GOOD             DMA
 EM0586
 EM0586                          STATION DESCRIPTION
 EM0586
 EM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0586'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CEMENT, ABOUT
 EM0586'2 MILES NORTHEAST OF CYRIL, AND ON THE RIGHT-OF-WAY BETWEEN
 EM0586'U.S. HIGHWAY 277 AND THE FRISCO RAILROAD TRACK.  IT IS SITUATED
 EM0586'45 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 38 FEET SOUTH-OF
 EM0586'THE SOUTHWEST RAIL OF THE TRACK AND IS WITNESSED BY A REFERENCE
 EM0586'POST.  THE DISK IS STAMPED GLADYS 1947 AND PROJECTS 4 INCHES.
 EM0586'
 EM0586'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY, 23 FEET SOUTHWEST
 EM0586'OF THE SOUTHWEST RAIL OF THE TRACK AND THE DISK IS STAMPED GLADYS
 EM0586'NO 1 1947.  THE MARK IS SET FLUSH.
 EM0586'
 EM0586'REFERENCE MARK NO. 2 IS SET ON THE RIGHT-OF-WAY, 23 FEET
 EM0586'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK.  THE DISK IS
 EM0586'STAMPED GLADYS NO 2 1947 AND PROJECTS 3 INCHES.
 EM0586'
 EM0586'THE AZIMUTH MARK IS 0.8 MILE SOUTHWEST OF THE STATION AT CURVE IN
 EM0586'THE ROAD.  IT IS SET IN THE FENCE LINE, 30 FEET SOUTHEAST
 EM0586'OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF FENCE CORNER AND IS
 EM0586'WITNESSED BY A REFERENCE POST.  THE DISK IS STAMPED GLADYS 1947
 EM0586'AND PROJECTS 3 INCHES.
 EM0586'
 EM0586'TO REACH FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 277 IN THE VILLAGE
 EM0586'OF CYRIL, GO NORTHEAST ON U.S. HIGHWAY 277 FOR 0.9 MILE TO THE
 EM0586'AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD
 EM0586'FOR 0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EM0586'
 EM0586'FOUR FOOT LIGHTS AT EDWARDS 2 AND KECHI 1902 ARE VISIBLE AT
 EM0586'4 FEET.
 EM0586
 EM0586                          STATION RECOVERY (1960)
 EM0586
 EM0586'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1960 (ROC)
 EM0586'STATION RECOVERED IN GOOD CONDITION.
 EM0586
 EM0586                          STATION RECOVERY (1963)
 EM0586
 EM0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0586'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0586'CONDITION.  IT IS IN THE NORTHEAST 1/4 OF SEC. 18, T 5 N, R 9 W,
 EM0586'36.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 54.5 FEET NORTHWEST
 EM0586'OF THE CENTER LINE OF U.S. HIGHWAY 277, 77.0 FEET NORTHEAST
 EM0586'OF A TELEPHONE POLE AND 147.5 FEET NORTHEAST OF A RAILROAD
 EM0586'CROSSING SIGN.  A STANDARD DISK STAMPED GLADYS 1947 AND SET IN
 EM0586'THE TOP OF A SQUARE CONCRETE POST ABOUT FLUSH WITH THE SURFACE
 EM0586'OF THE GROUND.
 EM0586'
 EM0586'REFERENCE MARK NO. 1 IS 34.11 FEET NORTH-NORTHEAST OF THE
 EM0586'STATION.  A STANDARD DISK STAMPED GLADYS NO 1 1947 AND SET IN
 EM0586'THE TOP OF A SQUARE CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE
 EM0586'OF THE GROUND.
 EM0586'
 EM0586'REFERENCE MARK NO. 2 IS 30.34 FEET WEST-SOUTHWEST OF THE STATION.
 EM0586'A STANDARD DISK STAMPED GLADYS NO 2 1947 AND IS SET IN THE TOP
 EM0586'OF A SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE
 EM0586'SURFACE OF THE GROUND.
 EM0586'
 EM0586'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHWEST OF THE STATION
 EM0586'WHERE THE HIGHWAY MAKES A CURVE, 30 FEET EAST OF THE CENTER OF
 EM0586'THE HIGHWAY AND 2 FEET NORTH OF A FENCE POST AND T-FENCE
 EM0586'INTERSECTION.  A STANDARD DISK STAMPED GLADYS 1947 AND SET IN
 EM0586'THE TOP OF A SQUARE CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF
 EM0586'THE GROUND.
 EM0586'
 EM0586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND U.S.
 EM0586'HIGHWAY 277 IN CYRIL, GO NORTHEAST ON U.S. HIGHWAY 277 FOR 0.8 MILE
 EM0586'TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE HIGHWAY,
 EM0586'CONTINUE NORTHEAST ON HIGHWAY FOR 0.8 MILE TO THE STATION ON
 EM0586'THE LEFT, NORTHWEST SIDE OF THE HIGHWAY.
 EM0586
 EM0586                          STATION RECOVERY (1969)
 EM0586
 EM0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EM0586'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EM0586'CONDITION.  WITNESS POSTS WERE SET BY THE STATION MARK AND THE
 EM0586'AZIMUTH MARK.  STATION KECHI 1902 1969 IS VISIBLE FROM A 5 FOOT
 EM0586'TRIPOD.  A 15 FOOT STAND IS NECESSARY AT GLADYS 1947 TO SEE
 EM0586'STATION EDWARDS 3 1969.
 EM0586'
 EM0586'THE 1947 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 EM0586
 EM0586                          STATION RECOVERY (1976)
 EM0586
 EM0586'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0586'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 EM0586'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0862 ***********************************************************************
 EM0862  DESIGNATION -  GLEN
 EM0862  PID         -  EM0862
 EM0862  STATE/COUNTY-  OK/KIOWA
 EM0862  COUNTRY     -  US
 EM0862  USGS QUAD   -  GLEN MOUNTAINS (2018)
 EM0862
 EM0862                         *CURRENT SURVEY CONTROL
 EM0862  ______________________________________________________________________
 EM0862* NAD 83(1993) POSITION- 34 47 48.69684(N) 098 54 01.93709(W)   ADJUSTED
 EM0862* NAVD 88 ORTHO HEIGHT -   564.1   (meters)     1851.    (feet) VERTCON3
 EM0862  ______________________________________________________________________
 EM0862  GEOID HEIGHT    -        -25.412 (meters)                     GEOID18
 EM0862  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 EM0862  HORZ ORDER      -  THIRD
 EM0862
 EM0862.The horizontal coordinates were established by classical geodetic methods
 EM0862.and adjusted by the National Geodetic Survey in November 1994.
 EM0862
 EM0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0862
 EM0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0862.GEOID18 height accuracy estimate available here.
 EM0862
 EM0862.Click photographs - Photos may exist for this station.
 EM0862
 EM0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0862
 EM0862. The following values were computed from the NAD 83(1993) position.
 EM0862
 EM0862;                    North         East     Units Scale Factor Converg.
 EM0862;SPC OK S     -   162,707.825   517,594.683   MT  0.99994280   -0 30 40.2
 EM0862;SPC OK S     -   533,817.26  1,698,141.89   sFT  0.99994280   -0 30 40.2
 EM0862;UTM  14      - 3,850,520.521   509,098.440   MT  0.99960102   +0 03 24.3
 EM0862
 EM0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0862!SPC OK S     -   0.99991546  x   0.99994280  =   0.99985826
 EM0862!UTM  14      -   0.99991546  x   0.99960102  =   0.99951651
 EM0862
 EM0862:                Primary Azimuth Mark                     Grid Az
 EM0862:SPC OK S     -  GLEN AZ MK                               087 02 24.2
 EM0862:UTM  14      -  GLEN AZ MK                               086 28 19.7
 EM0862
 EM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0909850520(NAD 83)
 EM0862
 EM0862|---------------------------------------------------------------------|
 EM0862| PID    Reference Object                     Distance      Geod. Az  |
 EM0862|                                                           dddmmss.s |
 EM0862| CX7277 GLEN RM 2                            10.879 METERS 00643     |
 EM0862| EM0858 COOPERTON COTTON GIN CO STACK       APPROX. 8.2 KM 0224004.2 |
 EM0862| CX7275 GLEN AZ MK                                         0863144.0 |
 EM0862| CX7276 GLEN RM 1                            11.037 METERS 10209     |
 EM0862|---------------------------------------------------------------------|
 EM0862
 EM0862                          SUPERSEDED SURVEY CONTROL
 EM0862
 EM0862  NAD 83(1986)-  34 47 48.70566(N)    098 54 01.92491(W) AD(       ) 3
 EM0862  NAD 27      -  34 47 48.47700(N)    098 54 00.66300(W) AD(       ) 3
 EM0862  NGVD 29 (07/19/86)  563.9    (m)         1850.     (f) VERT ANG       
 EM0862
 EM0862.Superseded values are not recommended for survey control.
 EM0862
 EM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0862.See file dsdata.pdf to determine how the superseded data were derived.
 EM0862
 EM0862_MARKER: DD = SURVEY DISK
 EM0862_SETTING: 66 = SET IN ROCK OUTCROP
 EM0862_STAMPING: GLEN 1946
 EM0862_MARK LOGO: USGS
 EM0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0862+STABILITY: POSITION/ELEVATION WELL
 EM0862
 EM0862  HISTORY     - Date     Condition        Report By
 EM0862  HISTORY     - 1946     MONUMENTED       USGS
 EM0862  HISTORY     - 1963     GOOD             CGS
 EM0862
 EM0862                          STATION DESCRIPTION
 EM0862
 EM0862'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RLE)
 EM0862'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH AND 2.0 MILES
 EM0862'WEST OF THE VILLAGE OF COOPERTON AND ABOUT 10.0 MILES NORTH
 EM0862'OF SNYDER ON A HIGH ROCKY HILL OF THE GLEN MOUNTAINS AND ON
 EM0862'LAND OWNED BY MR. JIMMIE ELLIS OF HOBERT.  IT IS 23 FEET WEST
 EM0862'OF A LARGE BOULDER.  THE DISK IS A STANDARD U.S. GEOLOGICAL
 EM0862'SURVEY STATION MARK DISK SET IN BEDROCK FLUSH TO THE GROUND.
 EM0862'IT IS STAMPED GLEN 1946 AND SET FLUSH WITH THE ROCK SURFACE.
 EM0862'
 EM0862'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN A LARGE
 EM0862'BOULDER.  IT IS STAMPED GLEN USGS NO 1 1947 AND SET FLUSH WITH
 EM0862'THE ROCK SURFACE.
 EM0862'
 EM0862'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN A LARGE
 EM0862'BOULDER.  IT IS STAMPED GLEN USGS NO 2 1947 AND SET FLUSH WITH
 EM0862'THE ROCK SURFACE.
 EM0862'
 EM0862'THE AZIMUTH MARK IS ABOUT 1.5 MILES EAST OF THE STATION, 35
 EM0862'FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 40 FEET EAST OF
 EM0862'THE CENTER OF NORTH-SOUTH ROAD, 15 FEET EAST OF FENCE CORNER, 3
 EM0862'FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.  IT
 EM0862'IS STAMPED GLEN USGS 1947 AND SET FLUSH WITH THE GROUND
 EM0862'SURFACE.
 EM0862'
 EM0862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0862'AND STATE HIGHWAY 54 ABOUT 6.5 MILES WEST OF INDIAHOMA AND
 EM0862'6.0 MILES EAST OF SNYDER, GO NORTH ON STATE HIGHWAY 54 FOR
 EM0862'8.1 MILES TO CROSSROADS, CONTINUE NORTH FOR 4.05 MILES TO
 EM0862'CROSSROADS AT A TIN BARN IN NORTHWEST ANGLE, TURN LEFT AND GO
 EM0862'WEST FOR 1.0 MILE TO CROSSROADS AND AZIMUTH MARK ON THE NORTH
 EM0862'SIDE AS DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR 0.6 MILES TO
 EM0862'TRACK ROAD LEFT, TURN LEFT FOR ABOUT 200 FEET TO GATE IN FENCE
 EM0862'LINE ON RIGHT, PASS THROUGH GATE AND FOLLOW TRACK ROAD
 EM0862'WESTERLY ACROSS PASTURE FOR ABOUT 0.5 MILE TO FILL ACROSS
 EM0862'CREEK, CROSS FILL AND TURN LEFT FOR ABOUT 0.1 MILE TO THE
 EM0862'NORTHEAST BASE OF HILL AND END OF TRUCK TRAVEL.  FROM THIS
 EM0862'POINT STATION IS ABOUT DUE WEST ON THE HIGHEST POINT.  PACK
 EM0862'WILL REQUIRE ABOUT 20 MINUTES.
 EM0862'
 EM0862'A 4 FOOT SIGNAL AT STATION BAKER 1935 IS VISIBLE AT 4 FEET
 EM0862'
 EM0862'A 4 FOOT SIGNAL AT STATION WICHITA IS VISIBLE AT 4 FEET
 EM0862'
 EM0862'A 4 FOOT SIGNAL AT STATION PARK IS VISIBLE AT 4 FEET
 EM0862'
 EM0862'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EM0862
 EM0862                          STATION RECOVERY (1963)
 EM0862
 EM0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0862'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 EM0862'AS DESCRIBED.  THE STATION WAS REACHED AS FOLLOWS--
 EM0862'
 EM0862'FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 54, GO
 EM0862'NORTH ON STATE HIGHWAY 54 FOR 12 MILES TO CROSS ROAD, (1/2 MILE
 EM0862'WEST OF SPRING HILL CEMETERY), TURN LEFT AND GO WEST ON GRAVEL
 EM0862'ROAD FOR 1.0 MILE TO CROSS ROAD AND THE AZIMUTH MARK IN THE
 EM0862'NORTHEAST ANGLE AS DESCRIBED.  CONTINUE WEST FOR 1.05 MILE,
 EM0862'TURN RIGHT WITH THE ROAD AND GO 0.25 MILE TO A GATE ON THE LEFT,
 EM0862'WEST SIDE OF THE ROAD AND CORRALS, TURN LEFT, PASS THROUGH
 EM0862'GATE, THENCE GO SOUTH IN PASTURE FOR 0.25 MILE TO GATE, PASS
 EM0862'THROUGH GATE AND CONTINUE SOUTH FOR ABOUT 0.05 MILE, THENCE
 EM0862'GO WEST FOR 0.1 MILE TO THE EAST BASE OF HILL AND END OF TRUCK
 EM0862'TRAVEL.  HIKE WEST ABOUT 10 MINUTES TO HIGHEST POINT AND
 EM0862'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0986 ***********************************************************************
 GH0986  DESIGNATION -  GLENCOE
 GH0986  PID         -  GH0986
 GH0986  STATE/COUNTY-  OK/PAYNE
 GH0986  COUNTRY     -  US
 GH0986  USGS QUAD   -  GLENCOE (2018)
 GH0986
 GH0986                         *CURRENT SURVEY CONTROL
 GH0986  ______________________________________________________________________
 GH0986* NAD 83(1993) POSITION- 36 13 57.72373(N) 096 57 12.27900(W)   ADJUSTED
 GH0986* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 GH0986  ______________________________________________________________________
 GH0986  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GH0986  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GH0986  HORZ ORDER      -  FIRST
 GH0986
 GH0986.The horizontal coordinates were established by classical geodetic methods
 GH0986.and adjusted by the National Geodetic Survey in November 1994.
 GH0986
 GH0986.The orthometric height was scaled from a topographic map.
 GH0986
 GH0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0986.GEOID18 height accuracy estimate available here.
 GH0986
 GH0986.Click photographs - Photos may exist for this station.
 GH0986
 GH0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0986
 GH0986. The following values were computed from the NAD 83(1993) position.
 GH0986
 GH0986;                    North         East     Units Scale Factor Converg.
 GH0986;SPC OK N     -   137,279.058   694,079.436   MT  0.99994605   +0 37 03.5
 GH0986;SPC OK N     -   450,389.71  2,277,158.95   sFT  0.99994605   +0 37 03.5
 GH0986;UTM  14      - 4,011,700.935   683,922.688   MT  1.00001681   +1 12 36.0
 GH0986
 GH0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0986!SPC OK N     -   0.99995233  x   0.99994605  =   0.99989838
 GH0986!UTM  14      -   0.99995233  x   1.00001681  =   0.99996914
 GH0986
 GH0986:                Primary Azimuth Mark                     Grid Az
 GH0986:SPC OK N     -  GLENCOE AZ MK 2                          089 45 43.0
 GH0986:UTM  14      -  GLENCOE AZ MK 2                          089 10 10.5
 GH0986
 GH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8392211700(NAD 83)
 GH0986
 GH0986|---------------------------------------------------------------------|
 GH0986| PID    Reference Object                     Distance      Geod. Az  |
 GH0986|                                                           dddmmss.s |
 GH0986| CI1021 GLENCOE AZ MK                                      0893633.1 |
 GH0986| CI1022 GLENCOE AZ MK 2                                    0902246.5 |
 GH0986| CI1025 GLENCOE RM 3                         20.983 METERS 09931     |
 GH0986| GH0985 GLENCOE MUNICIPAL TANK              APPROX. 2.4 KM 1024443.2 |
 GH0986| CI1023 GLENCOE RM 1                         29.040 METERS 13412     |
 GH0986| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX. 4.6 KM 1441242.3 |
 GH0986| CI1026 GLENCOE RM 4                         20.808 METERS 18214     |
 GH0986| CI1024 GLENCOE RM 2                         53.220 METERS 24539     |
 GH0986| GH0706 MORRISON MUNICIPAL TANK             APPROX. 8.9 KM 3272050.6 |
 GH0986|---------------------------------------------------------------------|
 GH0986
 GH0986                          SUPERSEDED SURVEY CONTROL
 GH0986
 GH0986  NAD 83(1986)-  36 13 57.73507(N)    096 57 12.26394(W) AD(       ) 1
 GH0986  NAD 27      -  36 13 57.54677(N)    096 57 11.13049(W) AD(       ) 1
 GH0986
 GH0986.Superseded values are not recommended for survey control.
 GH0986
 GH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0986.See file dsdata.pdf to determine how the superseded data were derived.
 GH0986
 GH0986_MARKER: DS = TRIANGULATION STATION DISK
 GH0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0986_STAMPING: GLENCOE 1938
 GH0986_MARK LOGO: CGS
 GH0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0986+STABILITY: SURFACE MOTION
 GH0986
 GH0986  HISTORY     - Date     Condition        Report By
 GH0986  HISTORY     - 1938     MONUMENTED       CGS
 GH0986  HISTORY     - 1963     GOOD             CGS
 GH0986
 GH0986                          STATION DESCRIPTION
 GH0986
 GH0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0986'ABOUT 1.5 MILES AIR LINE WEST OF GLENCOE, ABOUT 10 MILES
 GH0986'NORTHEAST OF STILLWATER, NEAR THE SOUTHEAST CORNER OF THE
 GH0986'SOUTHWEST QUARTER OF SECTION 2, T. 20 N., R. 3 E., ON PROPERTY
 GH0986'BELONGING TO MR. MC CORMICK (BANKER OF GLENCOE).  IT IS ON
 GH0986'THE NORTH SIDE OF THE ROAD, ABOUT 12 FEET NORTH OF THE NORTH
 GH0986'RIGHT-OF-WAY FENCE, AND 350 FEET WEST OF FENCE CORNER, ON A
 GH0986'ROLLING PASTURE HILL, THE HIGHEST GROUND IN THE VICINITY.
 GH0986'
 GH0986'TO REACH FROM THE STOPLIGHT ON MAIN STREET IN STILLWATER,
 GH0986'GO NORTH ON STATE HIGHWAY 40 FOR 8.0 MILES TO CROSS ROAD,
 GH0986'THENCE RIGHT (EAST) 6.5 MILES TO STATION.
 GH0986'
 GH0986'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0986'BRONZE DISKS IN CONCRETE.
 GH0986'
 GH0986'AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION 35 FEET NORTH
 GH0986'OF THE CENTER OF THE ROAD.
 GH0986'
 GH0986'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 GH0986
 GH0986                          STATION RECOVERY (1963)
 GH0986
 GH0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0986'THE STATION MARK WAS RECOVERED IN GOOD CONDITION WITH NO
 GH0986'NOTICABLE DISPLACEMENT OF THE MARK.  REFERENCE MARKS 1 AND 2
 GH0986'AND THE AZIMUTH MARK HAVE BEEN DESTROYED.  FOLLOWING IS A NEW
 GH0986'AND COMPLETE DESCRIPTION.  REFERENCE MARKS 3 AND 4 AND AN
 GH0986'AZIMUTH MARK WERE ESTABLISHED.
 GH0986'
 GH0986'THE STATION IS ON LAND OWNED BY MR. TEX NEWSON, ABOUT 10
 GH0986'MILES NORTHEAST OF STILLWATER, 11 MILES SOUTHWEST OF PAWNEE,
 GH0986'5 MILES SOUTHEAST OF MORRISON AND 2 MILES WEST OF GLENCOE.
 GH0986'
 GH0986'TO REACH FROM THE POST OFFICE IN GLENCOE, GO WEST ON THE MAIN
 GH0986'STREET FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT, NORTH, ON
 GH0986'GRAVELED ROAD FOR 0.1 MILE TO A CROSS ROAD.  TURN LEFT, WEST,
 GH0986'ON GRAVELED ROAD FOR 0.25 MILE TO A T-INTERSECTION.  TURN
 GH0986'LEFT, WEST, ON GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF A SMALL
 GH0986'RISE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, WEST,
 GH0986'ON GRAVELED ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 GH0986'
 GH0986'STATION MARK IS A STANDARD DISK, STAMPED GLENCOE 1938, SET IN
 GH0986'THE TOP OF AN 8 INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 GH0986'IT IS 42 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 GH0986'28.5 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 28.5 FEET
 GH0986'NORTHEAST OF A TELEPHONE LINE POLE, 14.2 FEET NORTH OF A
 GH0986'FENCE AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 GH0986'
 GH0986'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GLENCOE NO 3 1938,
 GH0986'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0986'1 INCH.  IT IS 92 FEET EAST OF THE TELEPHONE LINE POLE, 66 FEET
 GH0986'SOUTHEAST OF THE POWERLINE POLE, 28 FEET NORTH OF THE CENTERLINE
 GH0986'OF THE GRAVELED ROAD, 1 FOOT NORTH OF THE FENCE AND ABOUT THE
 GH0986'SAME ELEVATION AS THE STATION.
 GH0986'
 GH0986'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GLENCOE NO 4 1938,
 GH0986'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0986'THE GROUND SURFACE.  IT IS 57 FEET SOUTH-SOUTHEAST OF THE
 GH0986'TELEPHONE LINE POLE, 26 FEET SOUTH OF THE CENTERLINE OF THE
 GH0986'GRAVELED ROAD, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME
 GH0986'ELEVATION AS THE STATION.
 GH0986'
 GH0986'AZIMUTH MARK IS A STANDARD DISK, STAMPED GLENCOE 1938 RESET 1963,
 GH0986'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0986'THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE CENTERLINE
 GH0986'OF THE GRAVELED ROAD, 19.4 FEET WEST OF THE WEST GATE POST OF
 GH0986'A GATE, 1.5 FEET WEST OF A WITNESS POST AND 0.8 FEET NORTH
 GH0986'OF A FENCE.
 GH0986'
 GH0986'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0984 ***********************************************************************
 GH0984  DESIGNATION -  GLENCOE ATT MICROWAVE MAST
 GH0984  PID         -  GH0984
 GH0984  STATE/COUNTY-  OK/PAYNE
 GH0984  COUNTRY     -  US
 GH0984  USGS QUAD   -  GLENCOE (2018)
 GH0984
 GH0984                         *CURRENT SURVEY CONTROL
 GH0984  ______________________________________________________________________
 GH0984* NAD 83(1993) POSITION- 36 11 57.45328(N) 096 55 25.31541(W)   ADJUSTED
 GH0984  ______________________________________________________________________
 GH0984  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GH0984  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 GH0984  HORZ ORDER      -  THIRD
 GH0984
 GH0984.The horizontal coordinates were established by classical geodetic methods
 GH0984.and adjusted by the National Geodetic Survey in November 1994.
 GH0984
 GH0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0984.GEOID18 height accuracy estimate available here.
 GH0984
 GH0984.Click photographs - Photos may exist for this station.
 GH0984
 GH0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0984
 GH0984. The following values were computed from the NAD 83(1993) position.
 GH0984
 GH0984;                    North         East     Units Scale Factor Converg.
 GH0984;SPC OK N     -   133,601.584   696,791.287   MT  0.99994556   +0 38 06.6
 GH0984;SPC OK N     -   438,324.53  2,286,056.08   sFT  0.99994556   +0 38 06.6
 GH0984;UTM  14      - 4,008,051.390   686,672.597   MT  1.00002937   +1 13 35.8
 GH0984
 GH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8667208051(NAD 83)
 GH0984
 GH0984                          SUPERSEDED SURVEY CONTROL
 GH0984
 GH0984  NAD 83(1986)-  36 11 57.46480(N)    096 55 25.29986(W) AD(       ) 3
 GH0984  NAD 27      -  36 11 57.27662(N)    096 55 24.18010(W) AD(       ) 3
 GH0984
 GH0984.Superseded values are not recommended for survey control.
 GH0984
 GH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0984.See file dsdata.pdf to determine how the superseded data were derived.
 GH0984
 GH0984_MARKER: 44 = MICROWAVE MAST
 GH0984
 GH0984  HISTORY     - Date     Condition        Report By
 GH0984  HISTORY     - 1954     FIRST OBSERVED   CGS
 GH0984
 GH0984                          STATION DESCRIPTION
 GH0984
 GH0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0984'THE STATION IS A RED LIGHT ATOP AND IN THE CENTER OF A FOUR
 GH0984'LEGGED STEEL TOWER 225 FEET HIGH.  THE TOWER IS ABOUT 2 MILES
 GH0984'SOUTH OF THE TOWN OF GLENCO, ON PROPERTY OF MR. HAROLD DAY.
 GH0984'
 GH0984'THE TOWER IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 GH0984'CO. AND IS OPERATED BY THEM AS A RELAY STATION FOR TELEVISION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0985 ***********************************************************************
 GH0985  DESIGNATION -  GLENCOE MUNICIPAL TANK
 GH0985  PID         -  GH0985
 GH0985  STATE/COUNTY-  OK/PAYNE
 GH0985  COUNTRY     -  US
 GH0985  USGS QUAD   -  GLENCOE (2018)
 GH0985
 GH0985                         *CURRENT SURVEY CONTROL
 GH0985  ______________________________________________________________________
 GH0985* NAD 83(1993) POSITION- 36 13 40.36654(N) 096 55 37.62348(W)   ADJUSTED
 GH0985  ______________________________________________________________________
 GH0985  GEOID HEIGHT    -        -28.344 (meters)                     GEOID18
 GH0985  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 GH0985  HORZ ORDER      -  THIRD
 GH0985
 GH0985.The horizontal coordinates were established by classical geodetic methods
 GH0985.and adjusted by the National Geodetic Survey in November 1994.
 GH0985
 GH0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0985.GEOID18 height accuracy estimate available here.
 GH0985
 GH0985.Click photographs - Photos may exist for this station.
 GH0985
 GH0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0985
 GH0985. The following values were computed from the NAD 83(1993) position.
 GH0985
 GH0985;                    North         East     Units Scale Factor Converg.
 GH0985;SPC OK N     -   136,769.915   696,448.787   MT  0.99994596   +0 37 59.4
 GH0985;SPC OK N     -   448,719.30  2,284,932.40   sFT  0.99994596   +0 37 59.4
 GH0985;UTM  14      - 4,011,216.276   686,297.357   MT  1.00002764   +1 13 31.5
 GH0985
 GH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8629711216(NAD 83)
 GH0985
 GH0985                          SUPERSEDED SURVEY CONTROL
 GH0985
 GH0985  NAD 83(1986)-  36 13 40.37813(N)    096 55 37.60828(W) AD(       ) 3
 GH0985  NAD 27      -  36 13 40.18771(N)    096 55 36.48239(W) AD(       ) 3
 GH0985
 GH0985.Superseded values are not recommended for survey control.
 GH0985
 GH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0985.See file dsdata.pdf to determine how the superseded data were derived.
 GH0985
 GH0985_MARKER: 53 = ELEVATED TANK
 GH0985
 GH0985  HISTORY     - Date     Condition        Report By
 GH0985  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0985
 GH0985                          STATION DESCRIPTION
 GH0985
 GH0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0985'STATION IS THE TOP CENTER OF THE TANK.  IT IS SUPPORTED BY
 GH0985'FOUR LEGS AND PAINTED SILVER IN COLOR, WITH AN OVERALL HEIGHT
 GH0985'OF 110 FEET.
 GH0985'
 GH0985'IT IS IN THE TOWN OF GLENCOE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0685 ***********************************************************************
 GH0685  DESIGNATION -  GLENROSE
 GH0685  PID         -  GH0685
 GH0685  STATE/COUNTY-  OK/NOBLE
 GH0685  COUNTRY     -  US
 GH0685  USGS QUAD   -  TONKAWA SE (2018)
 GH0685
 GH0685                         *CURRENT SURVEY CONTROL
 GH0685  ______________________________________________________________________
 GH0685* NAD 83(1997) POSITION- 36 35 35.81318(N) 097 20 59.73203(W)   ADJUSTED
 GH0685* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 GH0685  ______________________________________________________________________
 GH0685  GEOID HEIGHT    -        -28.563 (meters)                     GEOID18
 GH0685  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 GH0685  HORZ ORDER      -  SECOND
 GH0685
 GH0685.The horizontal coordinates were established by classical geodetic methods
 GH0685.and adjusted by the National Geodetic Survey in October 1998.
 GH0685
 GH0685.The orthometric height was scaled from a topographic map.
 GH0685
 GH0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0685.GEOID18 height accuracy estimate available here.
 GH0685
 GH0685.Click photographs - Photos may exist for this station.
 GH0685
 GH0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0685
 GH0685. The following values were computed from the NAD 83(1997) position.
 GH0685
 GH0685;                    North         East     Units Scale Factor Converg.
 GH0685;SPC OK N     -   176,977.371   658,168.940   MT  0.99997296   +0 23 01.1
 GH0685;SPC OK N     -   580,633.26  2,159,342.60   sFT  0.99997296   +0 23 01.1
 GH0685;UTM  14      - 4,051,022.526   647,601.362   MT  0.99986841   +0 59 01.8
 GH0685
 GH0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0685!SPC OK N     -   0.99995111  x   0.99997296  =   0.99992407
 GH0685!UTM  14      -   0.99995111  x   0.99986841  =   0.99981952
 GH0685
 GH0685:                Primary Azimuth Mark                     Grid Az
 GH0685:SPC OK N     -  GLENROSE AZ MK                           315 45 00.9
 GH0685:UTM  14      -  GLENROSE AZ MK                           315 09 00.2
 GH0685
 GH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4760151022(NAD 83)
 GH0685
 GH0685|---------------------------------------------------------------------|
 GH0685| PID    Reference Object                     Distance      Geod. Az  |
 GH0685|                                                           dddmmss.s |
 GH0685| GH0692 BLACKWELL ZINC CO STACK             APPROX.24.0 KM 0093108.7 |
 GH0685| GH0681 TONKAWA WEST MUNICIPAL TANK         APPROX.10.3 KM 0204509.6 |
 GH0685| GH0684 TONKAWA FARMERS COOP ELEVATOR       APPROX.10.1 KM 0221125.5 |
 GH0685| GH0680 TONKAWA EAST MUNICIPAL TANK         APPROX.10.7 KM 0240657.6 |
 GH0685| CL5267 GLENROSE RM 1                       126.920 METERS 21622     |
 GH0685| CL5268 GLENROSE RM 2                        26.405 METERS 30242     |
 GH0685| CL5266 GLENROSE AZ MK                                     3160802.0 |
 GH0685|---------------------------------------------------------------------|
 GH0685
 GH0685                          SUPERSEDED SURVEY CONTROL
 GH0685
 GH0685  NAD 83(1993)-  36 35 35.81349(N)    097 20 59.73192(W) AD(       ) 2
 GH0685  NAD 83(1986)-  36 35 35.82276(N)    097 20 59.72057(W) AD(       ) 2
 GH0685  NAD 27      -  36 35 35.69755(N)    097 20 58.56400(W) AD(       ) 2
 GH0685
 GH0685.Superseded values are not recommended for survey control.
 GH0685
 GH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0685.See file dsdata.pdf to determine how the superseded data were derived.
 GH0685
 GH0685_MARKER: DS = TRIANGULATION STATION DISK
 GH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0685_STAMPING: GLENROSE 1963
 GH0685_MARK LOGO: CGS
 GH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0685+STABILITY: SURFACE MOTION
 GH0685
 GH0685  HISTORY     - Date     Condition        Report By
 GH0685  HISTORY     - 1963     MONUMENTED       CGS
 GH0685
 GH0685                          STATION DESCRIPTION
 GH0685
 GH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0685'THE STATION IS ABOUT 5-1/2 MILES SOUTH AND 2-1/4 MILES WEST
 GH0685'OF TONKAWA, AT AN ABANDONED FARM SITE AND ON LAND OWNED BY
 GH0685'OLLIE BENNETT OF TONKAWA.
 GH0685'
 GH0685'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 GH0685'AND U.S. HIGHWAY 177 IN TONKAWA, GO SOUTH ON HIGHWAY 177 FOR
 GH0685'3.05 MILES TO A T-JUNCTION.  TURN RIGHT AND GO WEST ON A GRAVELED
 GH0685'ROAD FOR 2.5 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH
 GH0685'FOR 2.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GH0685'SOUTH FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 GH0685'AND GO EAST FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 GH0685'
 GH0685'THE STATION MARK IS A STANDARD DISK, STAMPED GLENROSE 1963,
 GH0685'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 GH0685'2 INCHES.  IT IS 73.6 FEET EAST OF A NORTH-SOUTH FENCE,
 GH0685'3 FEET SOUTH OF A WITNESS POST, 202.9 FEET SOUTH OF AN
 GH0685'EAST-WEST FENCE, 92.5 FEET SOUTHEAST OF THE MOST SOUTHERLY
 GH0685'ONE OF THREE CEDAR TREES AND ABOUT 50 YARDS SOUTHEAST OF A
 GH0685'GATE.
 GH0685'
 GH0685'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLENROSE NO 1
 GH0685'1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH
 GH0685'WITH THE GROUND.  IT IS 160.1 FEET SOUTH OF THE CEDAR TREE,
 GH0685'1 FOOT WEST OF A NORTH-SOUTH FENCE AND AT ABOUT THE SAME
 GH0685'ELEVATION AS THE STATION.
 GH0685'
 GH0685'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLENROSE NO
 GH0685'2 1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST
 GH0685'FLUSH WITH THE GROUND.  IT IS 11.6 FEET SOUTH OF THE CEDAR
 GH0685'TREE, 1 FOOT EAST OF THE NORTH-SOUTH FENCE AND AT ABOUT
 GH0685'THE SAME ELEVATION AS THE STATION.
 GH0685'
 GH0685'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GLENROSE 1963,
 GH0685'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 GH0685'2 INCHES.  IT IS 1 FOOT WEST OF A NORTH-SOUTH FENCE, 3 FEET
 GH0685'SOUTH-SOUTHWEST OF A T-JUNCTION OF FENCE LINES, 35.0 FEET
 GH0685'EAST AND 3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AND
 GH0685'2 FEET EAST-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0714 ***********************************************************************
 GH0714  DESIGNATION -  GLOVER
 GH0714  PID         -  GH0714
 GH0714  STATE/COUNTY-  OK/PAYNE
 GH0714  COUNTRY     -  US
 GH0714  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0714
 GH0714                         *CURRENT SURVEY CONTROL
 GH0714  ______________________________________________________________________
 GH0714* NAD 83(1993) POSITION- 36 09 54.25130(N) 097 04 11.44777(W)   ADJUSTED
 GH0714* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 GH0714  ______________________________________________________________________
 GH0714  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 GH0714  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GH0714  HORZ ORDER      -  SECOND
 GH0714
 GH0714.The horizontal coordinates were established by classical geodetic methods
 GH0714.and adjusted by the National Geodetic Survey in November 1994.
 GH0714
 GH0714.The orthometric height was scaled from a topographic map.
 GH0714
 GH0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0714.GEOID18 height accuracy estimate available here.
 GH0714
 GH0714.Click photographs - Photos may exist for this station.
 GH0714
 GH0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0714
 GH0714. The following values were computed from the NAD 83(1993) position.
 GH0714
 GH0714;                    North         East     Units Scale Factor Converg.
 GH0714;SPC OK N     -   129,668.715   683,685.087   MT  0.99994541   +0 32 56.1
 GH0714;SPC OK N     -   425,421.44  2,243,056.82   sFT  0.99994541   +0 32 56.1
 GH0714;UTM  14      - 4,003,983.346   673,606.940   MT  0.99997137   +1 08 21.5
 GH0714
 GH0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0714!SPC OK N     -   0.99995780  x   0.99994541  =   0.99990322
 GH0714!UTM  14      -   0.99995780  x   0.99997137  =   0.99992918
 GH0714
 GH0714:                Primary Azimuth Mark                     Grid Az
 GH0714:SPC OK N     -  GLOVER AZ MK                             002 49 36.0
 GH0714:UTM  14      -  GLOVER AZ MK                             002 14 10.6
 GH0714
 GH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7360603983(NAD 83)
 GH0714
 GH0714|---------------------------------------------------------------------|
 GH0714| PID    Reference Object                     Distance      Geod. Az  |
 GH0714|                                                           dddmmss.s |
 GH0714| CL5270 GLOVER AZ MK                                       0032232.1 |
 GH0714| GH0711 TT 11 B 5 E                          24.812 METERS 07143     |
 GH0714| GH0718 STILLWATER OK A AND M PWR STK       APPROX. 4.8 KM 1784408.6 |
 GH0714| CL5271 GLOVER RM 2                          15.655 METERS 19013     |
 GH0714|---------------------------------------------------------------------|
 GH0714
 GH0714                          SUPERSEDED SURVEY CONTROL
 GH0714
 GH0714  NAD 83(1986)-  36 09 54.26156(N)    097 04 11.43249(W) AD(       ) 2
 GH0714  NAD 27      -  36 09 54.08600(N)    097 04 10.30200(W) AD(       ) 2
 GH0714
 GH0714.Superseded values are not recommended for survey control.
 GH0714
 GH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0714.See file dsdata.pdf to determine how the superseded data were derived.
 GH0714
 GH0714_MARKER: DS = TRIANGULATION STATION DISK
 GH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0714_STAMPING: GLOVER 1938
 GH0714_MARK LOGO: CGS
 GH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0714+STABILITY: SURFACE MOTION
 GH0714
 GH0714  HISTORY     - Date     Condition        Report By
 GH0714  HISTORY     - 1938     MONUMENTED       CGS
 GH0714  HISTORY     - 1964     GOOD             CGS
 GH0714  HISTORY     - 1976     GOOD             NGS
 GH0714
 GH0714                          STATION DESCRIPTION
 GH0714
 GH0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0714'STATION IS NEAR THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER
 GH0714'OF SECTION 35, T. 20 N., R. 2 E., ABOUT 3.5 MILES NORTH AND 0.5
 GH0714'MILE WEST OF THE STOPLIGHT IN THE CENTER OF STILLWATER.  IT IS
 GH0714'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 40, 10 FEET EAST OF THE
 GH0714'WEST RIGHT-OF-WAY FENCE LINE AND OPPOSITE A BROWN HOUSE.
 GH0714'
 GH0714'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 GH0714'ARE STANDARD BRONZE DISKS IN CONCRETE.
 GH0714'
 GH0714'(NOTE) THE U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 GH0714'TRAVERSE STATION TT 11 B-5 WAS USED AS REFERENCE MARK NO. 1.
 GH0714'
 GH0714'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION ON THE EAST
 GH0714'SIDE OF STATE HIGHWAY 40.
 GH0714
 GH0714                          STATION RECOVERY (1964)
 GH0714
 GH0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0714'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 GH0714'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ANGLE BETWEEN
 GH0714'THE REFERENCE MARK AND THE AZIMUTH MARK WAS VERIFIED.  HOWEVER,
 GH0714'THE AZIMUTH TO THE AZIMUTH MARK WAS FOUND TO HAVE BEEN TRANSPOSED.
 GH0714'THIS WAS VERIFIED BY TWO INDEPENDENT SOLAR AZIMUTHS.  A BRIEF
 GH0714'NEW DESCRIPTION FOLLOWS-
 GH0714'
 GH0714'TO REACH THE STATION FROM THE ENTRANCE ROAD TO THE AIRPORT,
 GH0714'ABOUT 2 MILES NORTH OF STILLWATER, GO NORTH ON STATE HIGHWAY 40
 GH0714'FOR 0.35 MILES TO THE STATION ON THE LEFT.  CONTINUE AHEAD,
 GH0714'NORTH, FOR 0.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GH0714'
 GH0714'THE STATION MARK, A STANDARD DISK STAMPED GLOVER 1938, IS SET
 GH0714'IN THE TOP OF A SQUARE CONCRETE MONUMENT AND PROJECTS 4 INCHES.
 GH0714'IT IS 39.1 FEET WEST OF THE CENTERLINE OF HIGHWAY 40, 37.2 FEET
 GH0714'NORTH OF A POWER LINE POLE, 11.0 FEET NORTH OF THE APPROXIMATE
 GH0714'CENTER OF A DRIVEWAY, AND 11.75 FEET EAST OF A GAS METER.
 GH0714'
 GH0714'REFERENCE MARK 2, A STANDARD DISK STAMPED GLOVER NO. 2 1938,
 GH0714'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 GH0714'3 INCHES.  IT IS 48.4 FEET WEST OF THE APPROXIMATE CENTERLINE
 GH0714'OF HIGHWAY 40, AND 25.0 FEET SOUTHWEST OF A POWER LINE POLE.
 GH0714'
 GH0714'THE AZIMUTH MARK, A STANDARD DISK STAMPED GLOVER 1938, IS SET
 GH0714'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 GH0714'IT IS IN A NORTH-SOUTH FENCE LINE, 219.0 FEET SOUTHEAST OF A
 GH0714'DRIVEWAY (LEADING WEST) INTERSECTION WITH HIGHWAY 40, AND 48.5
 GH0714'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.
 GH0714
 GH0714                          STATION RECOVERY (1976)
 GH0714
 GH0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 GH0714'RECOVERED AS DESCRIBED.
 GH0714'
 GH0714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES NORTH
 GH0714'OF STILLWATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0901 ***********************************************************************
 EK0901  DESIGNATION -  GOAT
 EK0901  PID         -  EK0901
 EK0901  STATE/COUNTY-  OK/MCCURTAIN
 EK0901  COUNTRY     -  US
 EK0901  USGS QUAD   -  EAGLETOWN (2018)
 EK0901
 EK0901                         *CURRENT SURVEY CONTROL
 EK0901  ______________________________________________________________________
 EK0901* NAD 83(1997) POSITION- 34 03 13.89320(N) 094 33 07.64481(W)   ADJUSTED
 EK0901* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EK0901  ______________________________________________________________________
 EK0901  GEOID HEIGHT    -        -28.037 (meters)                     GEOID18
 EK0901  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 EK0901  HORZ ORDER      -  FIRST
 EK0901
 EK0901.The horizontal coordinates were established by classical geodetic methods
 EK0901.and adjusted by the National Geodetic Survey in September 1999.
 EK0901
 EK0901.The orthometric height was scaled from a topographic map.
 EK0901
 EK0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0901.GEOID18 height accuracy estimate available here.
 EK0901
 EK0901.Click photographs - Photos may exist for this station.
 EK0901
 EK0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0901
 EK0901. The following values were computed from the NAD 83(1997) position.
 EK0901
 EK0901;                    North         East     Units Scale Factor Converg.
 EK0901;SPC OK S     -    85,359.464   918,261.410   MT  0.99997849   +1 57 25.5
 EK0901;SPC OK S     -   280,050.17  3,012,662.64   sFT  0.99997849   +1 57 25.5
 EK0901;UTM  15      - 3,769,214.489   356,748.693   MT  0.99985297   -0 52 09.5
 EK0901
 EK0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0901!SPC OK S     -   0.99998022  x   0.99997849  =   0.99995871
 EK0901!UTM  15      -   0.99998022  x   0.99985297  =   0.99983320
 EK0901
 EK0901:                Primary Azimuth Mark                     Grid Az
 EK0901:SPC OK S     -  GOAT AZ MK                               263 52 47.9
 EK0901:UTM  15      -  GOAT AZ MK                               266 42 22.9
 EK0901
 EK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5674869214(NAD 83)
 EK0901
 EK0901|---------------------------------------------------------------------|
 EK0901| PID    Reference Object                     Distance      Geod. Az  |
 EK0901|                                                           dddmmss.s |
 EK0901| CX5898 GOAT RM 1                            23.805 METERS 06635     |
 EK0901| CX5899 GOAT RM 2                            25.128 METERS 11251     |
 EK0901| CX5897 GOAT AZ MK                                         2655013.4 |
 EK0901|---------------------------------------------------------------------|
 EK0901
 EK0901                          SUPERSEDED SURVEY CONTROL
 EK0901
 EK0901  NAD 83(1993)-  34 03 13.89453(N)    094 33 07.64399(W) AD(       ) 1
 EK0901  NAD 83(1986)-  34 03 13.89968(N)    094 33 07.63708(W) AD(       ) 1
 EK0901  NAD 27      -  34 03 13.49600(N)    094 33 06.87000(W) AD(       ) 1
 EK0901
 EK0901.Superseded values are not recommended for survey control.
 EK0901
 EK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0901.See file dsdata.pdf to determine how the superseded data were derived.
 EK0901
 EK0901_MARKER: DS = TRIANGULATION STATION DISK
 EK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0901_STAMPING: GOAT 1952
 EK0901_MARK LOGO: CGS
 EK0901_PROJECTION: FLUSH
 EK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0901+STABILITY: SURFACE MOTION
 EK0901
 EK0901  HISTORY     - Date     Condition        Report By
 EK0901  HISTORY     - 1952     MONUMENTED       CGS
 EK0901
 EK0901                          STATION DESCRIPTION
 EK0901
 EK0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0901'THE STATION IS LOCATED 11 MILES EAST NORTHEAST OF BROKEN
 EK0901'BOW AND 1-1/2 MILES NORTH AND 1-1/2 MILES EAST OF EAGLETOWN ON
 EK0901'THE RIGHT-OF-WAY OF U.S. HIGHWAY 70.  IT IS 89 FEET NORTH OF
 EK0901'THE CENTERLINE OF U.S. HIGHWAY 70, 26 FEET NORTH OF A POWERLINE
 EK0901'POLE AND 5.5 FEET EAST NORTHEAST OF A WHITE WITNESS POST.
 EK0901'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 EK0901'GOAT 1952.
 EK0901'
 EK0901'REFERENCE MARK NO. 1 IS 63.2 FEET NORTH OF REFERENCE MARK
 EK0901'NO. 2.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EK0901'STAMPED GOAT NO 1 1952.
 EK0901'
 EK0901'REFERENCE MARK NO. 2 IS 56 FEET NORTH OF THE CENTERLINE OF
 EK0901'THE HIGHWAY, AND 4 FEET NORTH OF A CUT BANK.  THE MARK PROJECTS
 EK0901'ABOUT 6 INCHES AND THE DISK IS STAMPED GOAT NO2 1952.
 EK0901'
 EK0901'AZIMUTH MARK IS 63 FEET NORTH OF THE CENTERLINE OF U.S.
 EK0901'HIGHWAY 70 AND 2.5 FEET EAST OF A WHITE WITNESS POST.  THE
 EK0901'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED GOAT
 EK0901'1952.
 EK0901'
 EK0901'TO REACH THE STATION FROM THE MAIN INTERSECTION AND CAUTION
 EK0901'LIGHT IN BROKEN BOW, GO EAST ON U.S. HIGHWAY 70 FOR 7.8 MILES
 EK0901'TO THE BRIDGE OVER MOUNTAIN FORK RIVER, CONTINUE EAST FOR 4.8
 EK0901'MILES TO THE AZIMUTH MARK ON NORTH SIDE OF HIGHWAY AS DESCRIBED.
 EK0901'CONTINUE EAST ON HIGHWAY FOR 0.35 MILE TO STATION ON NORTH SIDE
 EK0901'OF ROAD AS DESCRIBED.
 EK0901'
 EK0901'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0755 ***********************************************************************
 GG0755  DESIGNATION -  GOAT
 GG0755  PID         -  GG0755
 GG0755  STATE/COUNTY-  OK/CRAIG
 GG0755  COUNTRY     -  US
 GG0755  USGS QUAD   -  VINITA NE (2019)
 GG0755
 GG0755                         *CURRENT SURVEY CONTROL
 GG0755  ______________________________________________________________________
 GG0755* NAD 83(1997) POSITION- 36 42 03.47096(N) 095 00 57.64849(W)   ADJUSTED
 GG0755* NAVD 88 ORTHO HEIGHT -   253.    (meters)      830.    (feet) SCALED
 GG0755  ______________________________________________________________________
 GG0755  GEOID HEIGHT    -        -29.280 (meters)                     GEOID18
 GG0755  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 GG0755  HORZ ORDER      -  SECOND
 GG0755
 GG0755.The horizontal coordinates were established by classical geodetic methods
 GG0755.and adjusted by the National Geodetic Survey in October 1998.
 GG0755
 GG0755.The orthometric height was scaled from a topographic map.
 GG0755
 GG0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0755.GEOID18 height accuracy estimate available here.
 GG0755
 GG0755.Click photographs - Photos may exist for this station.
 GG0755
 GG0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0755
 GG0755. The following values were computed from the NAD 83(1997) position.
 GG0755
 GG0755;                    North         East     Units Scale Factor Converg.
 GG0755;SPC OK N     -   192,829.385   866,601.148   MT  0.99998867   +1 45 39.6
 GG0755;SPC OK N     -   632,641.07  2,843,173.93   sFT  0.99998867   +1 45 39.6
 GG0755;UTM  15      - 4,063,594.131   319,912.335   MT  0.99999957   -1 12 18.6
 GG0755
 GG0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0755!SPC OK N     -   0.99996487  x   0.99998867  =   0.99995354
 GG0755!UTM  15      -   0.99996487  x   0.99999957  =   0.99996444
 GG0755
 GG0755:                Primary Azimuth Mark                     Grid Az
 GG0755:SPC OK N     -  GOAT AZ MK                               306 59 18.0
 GG0755:UTM  15      -  GOAT AZ MK                               309 57 16.2
 GG0755
 GG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1991263594(NAD 83)
 GG0755
 GG0755|---------------------------------------------------------------------|
 GG0755| PID    Reference Object                     Distance      Geod. Az  |
 GG0755|                                                           dddmmss.s |
 GG0755| CI1033 GOAT RM 3                            29.903 METERS 02134     |
 GG0755| GG0729 FAIRLAND MUNICIPAL TANK             APPROX.16.0 KM 0695417.3 |
 GG0755| CI1031 GOAT RM 1                            31.422 METERS 09128     |
 GG0755| GG0713 AFTON MUNICIPAL TANK                APPROX. 4.5 KM 1005204.8 |
 GG0755| CI1032 GOAT RM 2                            16.046 METERS 20425     |
 GG0755| CI1030 GOAT AZ MK                                         3084457.6 |
 GG0755|---------------------------------------------------------------------|
 GG0755
 GG0755                          SUPERSEDED SURVEY CONTROL
 GG0755
 GG0755  NAD 83(1993)-  36 42 03.47214(N)    095 00 57.64716(W) AD(       ) 2
 GG0755  NAD 83(1986)-  36 42 03.49380(N)    095 00 57.63865(W) AD(       ) 2
 GG0755  NAD 27      -  36 42 03.22020(N)    095 00 56.76270(W) AD(       ) 2
 GG0755
 GG0755.Superseded values are not recommended for survey control.
 GG0755
 GG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0755.See file dsdata.pdf to determine how the superseded data were derived.
 GG0755
 GG0755_MARKER: DS = TRIANGULATION STATION DISK
 GG0755_SETTING: 66 = SET IN ROCK OUTCROP
 GG0755_STAMPING: GOAT 1958
 GG0755_MARK LOGO: CGS
 GG0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0755+STABILITY: POSITION/ELEVATION WELL
 GG0755
 GG0755  HISTORY     - Date     Condition        Report By
 GG0755  HISTORY     - 1958     MONUMENTED       CGS
 GG0755  HISTORY     - 1960     GOOD             CGS
 GG0755
 GG0755                          STATION DESCRIPTION
 GG0755
 GG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0755'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF VINTA,
 GG0755'3 MILES WEST-NORTHWEST OF AFTON, IN THE SOUTHWEST 1/4 OF SECTION
 GG0755'25, TOWNSHIP 26 NORTH, RANGE 21 NORTH.  IT IS ABOUT 100 YARDS
 GG0755'NORTHEAST OF THE SOUTHWEST EDGE OF A HIGH PROMINENT RIDGE
 GG0755'ON LAND OWNED BY VARNEL JOHNSON.  THE TOP OF THE RIDGE HAS
 GG0755'BEEN LEVELED OFF BY HEAVY EQUIPMENT.  THE MARK IS 51 FEET
 GG0755'NORTHEAST OF A WHITE WITNESS POST, SET FLUSH WITH THE SURFACE
 GG0755'OF THE GROUND AND IS STAMPED GOAT 1958.
 GG0755'
 GG0755'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE
 GG0755'GROUND AND IS STAMPED GOAT NO 1 1958.
 GG0755'
 GG0755'REFERENCE MARK NO. 2 IS 3 FEET SOUTHEAST OF A WHITE WITNESS
 GG0755'POST, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GG0755'GOAT NO 2 1958.
 GG0755'
 GG0755'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF A GRADED
 GG0755'ROAD, 1-1/2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 GG0755'SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES ABOVE
 GG0755'THE SURFACE OF THE GROUND AND IS STAMPED GOAT 1958.
 GG0755'
 GG0755'TO REACH THE STATION FROM THE POST OFFICE IN AFTON GO EAST ON
 GG0755'U.S. HIGHWAYS 66 AND 69 FOR 100 YARDS TO A CROSS ROAD (MAIN
 GG0755'INTERSECTION).  TURN LEFT AND GO 0.35 MILE TO A CROSS ROAD.
 GG0755'TURN LEFT, MAIN TRAVELED ROAD, AND GO 2.55 MILES TO A FARM
 GG0755'HOUSE ON THE LEFT AND A WHITE BOARD GATE ON THE RIGHT.*
 GG0755'TURN RIGHT THROUGH THE GATE AND GO NORTHERLY FOR 0.2 MILE
 GG0755'TO THE TOP OF THE RIDGE.  TURN LEFT AND GO WEST AND SOUTH FOR
 GG0755'0.2 MILE TO THE STATION AS DESCRIBED.
 GG0755'
 GG0755'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE
 GG0755'DESCRIPTION CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD AND
 GG0755'GO 1.4 MILES TO A CROSS ROAD AND A SCHOOL HOUSE ON THE RIGHT.
 GG0755'TURN RIGHT, NORTH, AND GO 0.95 MILE TO THE MARK ON THE RIGHT
 GG0755'AS DESCRIBED.
 GG0755'
 GG0755'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0755
 GG0755                          STATION RECOVERY (1960)
 GG0755
 GG0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0755'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GG0755'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 COULD NOT
 GG0755'BE LOCATED AND SHOULD BE CONSIDERED LOST.  THE DISTANCES
 GG0755'AND DIRECTIONS TO REFERENCE MARK 1 AND THE AZIMUTH MARK
 GG0755'CHECKED.
 GG0755'
 GG0755'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 GG0755'
 GG0755'ABOUT 12 MILES NORTHEAST OF VINITA, 3 MILES WEST NORTHWEST
 GG0755'OF AFTON, IN THE SOUTHWEST 1/4 OF SECTION 25, T 26 N, R 21 N.
 GG0755'AND ON A PROMINENT EAST-WEST RIDGE ON LAND OWNED BY MR. VERNEL
 GG0755'JOHNSON.  IT IS 15 FEET SOUTH OF A WITNESS POST, 7 FEET NORTH
 GG0755'OF A TRACK ROAD AND ABOUT 200 FEET NORTH OF THE SOUTH EDGE
 GG0755'OF THE HILL.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 GG0755'OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GG0755'STAMPED GOAT 1958.  NOTE 2.
 GG0755'
 GG0755'TO REACH FROM THE POST OFFICE IN AFTON, GO EAST ON U.S. HIGHWAY
 GG0755'66 FOR ABOUT 200 FEET TO A CROSSROAD (MAIN INTERSECTION).
 GG0755'TURN LEFT AND GO NORTH FOR 0.45 MILE TO A CROSSROAD.  TURN
 GG0755'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.65 MILES TO A
 GG0755'OVERPASS OVER TURNPIKE.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 GG0755'1.2 MILES TO A SIDE ROAD LEFT AND A BOARD GATE ON THE RIGHT.
 GG0755'TURN RIGHT PASSING THROUGH GATE AND GO NORTH AND EAST FOR
 GG0755'0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 GG0755'
 GG0755'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST
 GG0755'ON THE GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 GG0755'AND GO NORTH ON A GRAVELED ROAD FOR 0.95 MILE TO THE AZIMUTH
 GG0755'MARK ON THE RIGHT.
 GG0755'
 GG0755'REFERENCE MARK 1 IS 98 FEET EAST OF THE WITNESS POST AND IN
 GG0755'THE CENTER OF A TRACK ROAD.  THE DISK IS CEMENTED IN A DRILL
 GG0755'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 GG0755'GOAT NO 1 1958.
 GG0755'
 GG0755'REFERENCE MARK 3 IS 83 FEET NORTH OF THE WITNESS POST.  THE
 GG0755'DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPING BEDROCK FLUSH WITH
 GG0755'THE GROUND AND IS STAMPED GOAT NO 3 1958.
 GG0755'
 GG0755'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A TELEPHONE POLE, 1 FOOT
 GG0755'EAST OF A WITNESS POST AND 18 FEET EAST OF THE CENTERLINE
 GG0755'OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE
 GG0755'DISK IS STAMPED GOAT 1958.
 GG0755'
 GG0755'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0790 ***********************************************************************
 EL0790  DESIGNATION -  GODDARD
 EL0790  PID         -  EL0790
 EL0790  STATE/COUNTY-  OK/CARTER
 EL0790  COUNTRY     -  US
 EL0790  USGS QUAD   -  NEBO (2018)
 EL0790
 EL0790                         *CURRENT SURVEY CONTROL
 EL0790  ______________________________________________________________________
 EL0790* NAD 83(1993) POSITION- 34 18 58.59923(N) 096 58 06.58990(W)   ADJUSTED
 EL0790* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 EL0790  ______________________________________________________________________
 EL0790  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 EL0790  LAPLACE CORR    -          2.32  (seconds)                    DEFLEC18
 EL0790  HORZ ORDER      -  FIRST
 EL0790
 EL0790.The horizontal coordinates were established by classical geodetic methods
 EL0790.and adjusted by the National Geodetic Survey in November 1994.
 EL0790
 EL0790.The orthometric height was scaled from a topographic map.
 EL0790
 EL0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0790.GEOID18 height accuracy estimate available here.
 EL0790
 EL0790.Click photographs - Photos may exist for this station.
 EL0790
 EL0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0790
 EL0790. The following values were computed from the NAD 83(1993) position.
 EL0790
 EL0790;                    North         East     Units Scale Factor Converg.
 EL0790;SPC OK S     -   109,516.324   694,933.831   MT  0.99994681   +0 35 07.8
 EL0790;SPC OK S     -   359,304.81  2,279,962.08   sFT  0.99994681   +0 35 07.8
 EL0790;UTM  14      - 3,799,093.755   686,921.111   MT  1.00003070   +1 08 44.2
 EL0790
 EL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0790!SPC OK S     -   0.99995533  x   0.99994681  =   0.99990215
 EL0790!UTM  14      -   0.99995533  x   1.00003070  =   0.99998603
 EL0790
 EL0790:                Primary Azimuth Mark                     Grid Az
 EL0790:SPC OK S     -  GODDARD AZ MK                            038 33 11.7
 EL0790:UTM  14      -  GODDARD AZ MK                            037 59 35.3
 EL0790
 EL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8692199093(NAD 83)
 EL0790
 EL0790|---------------------------------------------------------------------|
 EL0790| PID    Reference Object                     Distance      Geod. Az  |
 EL0790|                                                           dddmmss.s |
 EL0790| CY1973 GODDARD AZ MK                                      0390819.5 |
 EL0790| CY1974 GODDARD RM 1                         10.127 METERS 04543     |
 EL0790| EL0890 ARDMORE AFB CONTROL TOWER           APPROX. 5.7 KM 2513627.1 |
 EL0790| EL0891 ARDMORE AFB WATER TANK AND BCN      APPROX. 6.4 KM 2541322.4 |
 EL0790| CY1975 GODDARD RM 2                         20.508 METERS 32753     |
 EL0790|---------------------------------------------------------------------|
 EL0790
 EL0790                          SUPERSEDED SURVEY CONTROL
 EL0790
 EL0790  NAD 83(1986)-  34 18 58.60444(N)    096 58 06.58164(W) AD(       ) 1
 EL0790  NAD 27      -  34 18 58.27460(N)    096 58 05.53530(W) AD(       ) 1
 EL0790
 EL0790.Superseded values are not recommended for survey control.
 EL0790
 EL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0790.See file dsdata.pdf to determine how the superseded data were derived.
 EL0790
 EL0790_MARKER: DS = TRIANGULATION STATION DISK
 EL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0790_STAMPING: GODDARD 1954
 EL0790_MARK LOGO: CGS
 EL0790_PROJECTION: FLUSH
 EL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0790+STABILITY: SURFACE MOTION
 EL0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0790+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 EL0790
 EL0790  HISTORY     - Date     Condition        Report By
 EL0790  HISTORY     - 1954     MONUMENTED       CGS
 EL0790  HISTORY     - 1956     GOOD             CGS
 EL0790  HISTORY     - 1970     GOOD             NGS
 EL0790  HISTORY     - 20030625 GOOD             ALMLS
 EL0790
 EL0790                          STATION DESCRIPTION
 EL0790
 EL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0790'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF SPRINGER, 10.0
 EL0790'MILES SOUTHWEST OF MILL CREEK AND 5.0 MILES NORTHEAST OF GENE
 EL0790'AUTRY ON THE HIGHEST PART AND NEAR THE CENTER OF A PROMINENT
 EL0790'NORTHWEST-SOUTHEAST RIDGE ABOUT 100 YARDS SOUTHEAST OF A LONE
 EL0790'TREE.  IT IS STAMPED GODDARD 1954 AND IS FLUSH WITH THE
 EL0790'GROUND SURFACE.
 EL0790'
 EL0790'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION
 EL0790'AND IS STAMPED GODDARD NO 1 1954.
 EL0790'
 EL0790'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 EL0790'AND IS STAMPED GODDARD NO 2 1954.
 EL0790'
 EL0790'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 68.5 FEET.
 EL0790'
 EL0790'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY ON A HIGH BANK,
 EL0790'75 FEET EAST OF THE CENTER OF STATE HIGHWAY 18, 35 FEET WEST
 EL0790'OF THE CENTER OF A GRAVELED ROAD, 3 FEET WEST OF AN IRON PIPE
 EL0790'THAT PROJECTS 3 FEET AND 2 FEET SOUTH OF A WITNESS POST.  IT
 EL0790'IS STAMPED GODDARD 1954 AND PROJECTS 8 INCHES.
 EL0790'
 EL0790'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER, GO SOUTH
 EL0790'ON U.S. HIGHWAY 77 FOR 0.6 MILE TO THE JUNCTION WITH STATE
 EL0790'HIGHWAY 77C, TURN LEFT AND GO EAST ON STATE HIGHWAY 77C FOR 6.0
 EL0790'MILES TO A CROSSROAD AT THE ENTRANCE TO THE ARDMORE AIR
 EL0790'FORCE BASE.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.2
 EL0790'MILES TO POINT WHERE MAIN ROAD CURVES RIGHT, FOLLOW MAIN
 EL0790'TRAVELED ROAD EASTERLY FOR 4.1 MILES TO A FORK, TAKE RIGHT
 EL0790'FORK AND CONTINUE EASTERLY FOR 1.4 MILES TO STATE HIGHWAY 18,
 EL0790'TURN LEFT AND GO NORTH ON STATE HIGHWAY 18 FOR 0.2 MILE TO
 EL0790'THE GODDARD RANCH ON THE LEFT.  CONTINUE NORTH FOR 1.5 MILES
 EL0790'TO A LOCKED GATE ON THE LEFT, (CONTINUE NORTHERLY ON HIGHWAY
 EL0790'FOR 1.1 MILES TO THE TOP OF A SMALL HILL AND AZIMUTH MARK
 EL0790'ON RIGHT AS DESCRIBED).  TURN LEFT THROUGH GATE AND GO
 EL0790'WESTERLY ON TRACK ROAD FOR 0.4 MILE TO A SMALL POND ON
 EL0790'RIGHT, AT THIS POINT LEAVE ROAD AND GO SOUTH FOR 0.4
 EL0790'MILE TO THE SUMMIT OF SECOND RIDGE AND STATION SOUTHEAST
 EL0790'OF LONE TREE AS DESCRIBED.  (KEY FOR LOCKED GATE IS AT THE
 EL0790'GODDARD RANCH).
 EL0790
 EL0790                          STATION RECOVERY (1956)
 EL0790
 EL0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 EL0790'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 EL0790'CONDITION.  DESCRIPTION ADEQUATE.
 EL0790'
 EL0790'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EL0790
 EL0790                          STATION RECOVERY (1970)
 EL0790
 EL0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 EL0790'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 EL0790'DESCRIBED.
 EL0790'
 EL0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 EL0790'OF THE ARDMORE MUNICIPAL AIRPORT.
 EL0790
 EL0790                          STATION RECOVERY (2003)
 EL0790
 EL0790'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL0790'REVOVERED AS DESCRIBED. GREAT POSITION. CONTACT MR. JOHN GRAYSNECK
 EL0790'WITH GODDARD INVESTMENT COMPANY TO GAIN INGRESS AT 580.226.6040.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1027 ***********************************************************************
 FJ1027  DESIGNATION -  GOLDSBY
 FJ1027  PID         -  FJ1027
 FJ1027  STATE/COUNTY-  OK/MCCLAIN
 FJ1027  COUNTRY     -  US
 FJ1027  USGS QUAD   -  NEWCASTLE (2018)
 FJ1027
 FJ1027                         *CURRENT SURVEY CONTROL
 FJ1027  ______________________________________________________________________
 FJ1027* NAD 83(1993) POSITION- 35 07 53.36282(N) 097 30 44.75846(W)   ADJUSTED
 FJ1027* NAVD 88 ORTHO HEIGHT -   394.    (meters)     1293.    (feet) SCALED
 FJ1027  ______________________________________________________________________
 FJ1027  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 FJ1027  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 FJ1027  HORZ ORDER      -  SECOND
 FJ1027
 FJ1027.The horizontal coordinates were established by classical geodetic methods
 FJ1027.and adjusted by the National Geodetic Survey in November 1994.
 FJ1027
 FJ1027.The orthometric height was scaled from a topographic map.
 FJ1027
 FJ1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1027.GEOID18 height accuracy estimate available here.
 FJ1027
 FJ1027.Click photographs - Photos may exist for this station.
 FJ1027
 FJ1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1027
 FJ1027. The following values were computed from the NAD 83(1993) position.
 FJ1027
 FJ1027;                    North         East     Units Scale Factor Converg.
 FJ1027;SPC OK S     -   199,569.808   644,436.793   MT  0.99998146   +0 16 36.3
 FJ1027;SPC OK S     -   654,755.28  2,114,289.71   sFT  0.99998146   +0 16 36.3
 FJ1027;UTM  14      - 3,888,637.510   635,530.640   MT  0.99982638   +0 51 22.2
 FJ1027
 FJ1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1027!SPC OK S     -   0.99994228  x   0.99998146  =   0.99992374
 FJ1027!UTM  14      -   0.99994228  x   0.99982638  =   0.99976867
 FJ1027
 FJ1027:                Primary Azimuth Mark                     Grid Az
 FJ1027:SPC OK S     -  GOLDSBY AZ MK                            268 46 13.6
 FJ1027:UTM  14      -  GOLDSBY AZ MK                            268 11 27.7
 FJ1027
 FJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3553088637(NAD 83)
 FJ1027
 FJ1027|---------------------------------------------------------------------|
 FJ1027| PID    Reference Object                     Distance      Geod. Az  |
 FJ1027|                                                           dddmmss.s |
 FJ1027| FJ0955 NORMAN SOUTH MUNICIPAL TANK         APPROX.10.8 KM 0415738.8 |
 FJ1027| FJ1028 TT 25 C                              35.060 METERS 14210     |
 FJ1027| CL5278 GOLDSBY RM 1                         22.899 METERS 24444     |
 FJ1027| CL5277 GOLDSBY AZ MK                                      2690249.9 |
 FJ1027| CL5279 GOLDSBY 2 RM 3                                     30916     |
 FJ1027| FJ1031 GOLDSBY 2                            13.178 METERS 32836     |
 FJ1027|---------------------------------------------------------------------|
 FJ1027
 FJ1027                          SUPERSEDED SURVEY CONTROL
 FJ1027
 FJ1027  NAD 83(1986)-  35 07 53.36865(N)    097 30 44.74275(W) AD(       ) 2
 FJ1027  NAD 27      -  35 07 53.12363(N)    097 30 43.62098(W) AD(       ) 2
 FJ1027
 FJ1027.Superseded values are not recommended for survey control.
 FJ1027
 FJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1027.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1027
 FJ1027_MARKER: DS = TRIANGULATION STATION DISK
 FJ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1027_STAMPING: GOLDSBY 1957
 FJ1027_MARK LOGO: CGS
 FJ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1027+STABILITY: SURFACE MOTION
 FJ1027
 FJ1027  HISTORY     - Date     Condition        Report By
 FJ1027  HISTORY     - 1957     MONUMENTED       CGS
 FJ1027  HISTORY     - 1971     GOOD             NGS
 FJ1027
 FJ1027                          STATION DESCRIPTION
 FJ1027
 FJ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1027'STATION IS ABOUT 2 MILES SOUTHWEST GOLDSBY, ON THE RIGHT-OF-WAY
 FJ1027'OF A COUNTY ROAD, ABOUT 150 FEET WEST OF THE HIGHEST POINT
 FJ1027'OF A PROMINENT RIDGE, IN THE NORTHEAST CORNER OF SECTION
 FJ1027'33, T 8 N, R 3 W.
 FJ1027'
 FJ1027'REACHED FROM THE CROSSROADS AT THE BAPTIST CHURCH IN GOLDSBY,
 FJ1027'GO SOUTH ON STATE HIGHWAY 74 FOR 1.0 MILE TO A CROSSROADS
 FJ1027'AT A STORE ON THE LEFT, TURN RIGHT AND GO WEST ON A COUNTY
 FJ1027'ROAD (UNIMPROVED) FOR 2.0 MILES TO THE TOP OF THE RIDGE, THE
 FJ1027'FARM HOUSE AND THE STATION.  CONTINUE WEST ON COUNTY ROAD
 FJ1027'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FJ1027'
 FJ1027'STATION MARKS ARE STANDARD DISKS, STAMPED GOLDSBY 1957.  THE
 FJ1027'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1027'8 INCHES.  IT IS 152 FEET WEST-NORTHWEST OF THE NORTHWEST
 FJ1027'CORNER OF THE FARM HOUSE, 92 FEET WEST OF THE CENTER OF A
 FJ1027'NORTH-SOUTH ROAD, 78 FEET SOUTHWEST OF A FENCE CORNER, 50 FEET
 FJ1027'SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 38 FEET SOUTH
 FJ1027'OF A POWERLINE POLE, 33 FEET NORTH OF A FENCE AND ABOUT 4 FEET
 FJ1027'ABOVE THE ROAD LEVEL.  THE UNDERGROUND MARK IS SET IN AN
 FJ1027'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.  A
 FJ1027'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 FJ1027'
 FJ1027'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLDSBY NO 1 1957,
 FJ1027'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ1027'IT IS 212 FEET WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE,
 FJ1027'136 FEET WEST OF A FENCE CORNER, 130 FEET SOUTH OF THE EAST-WEST
 FJ1027'ROAD, 91 FEET SOUTHWEST OF THE POWERLINE POLE AND 1 FOOT
 FJ1027'NORTH OF A FENCE.
 FJ1027'
 FJ1027'AZIMUTH MARK IS A STANDARD DISK, STAMPED GOLDSBY 1957, SET
 FJ1027'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 FJ1027'IS 217 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM
 FJ1027'HOUSE, 70 FEET SOUTHEAST OF A TRANSFORMER POLE, 36 FEET
 FJ1027'SOUTH OF THE CENTER OF THE COUNTY ROAD, 26 FEET EAST OF A
 FJ1027'FENCE CORNER, 22 FEET EAST OF A TELEPHONE POLE, 17 FEET
 FJ1027'EAST OF THE CENTER OF A GATE AND DRIVEWAY AND ABOUT 3 FEET
 FJ1027'ABOVE THE ROAD LEVEL.  A WITNESS POST WAS SET 1 FOOT WEST
 FJ1027'OF THE MARK.
 FJ1027'
 FJ1027'A UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 FJ1027'1298 T T 25 C 1933, SET IN AN 8-INCH SQUARE CONCRETE POST
 FJ1027'PROJECTING 3 INCHES IS 72 FEET WEST OF THE SOUTHWEST CORNER
 FJ1027'OF THE FARM HOUSE, 106 FEET SOUTH OF THE EAST-WEST ROAD,
 FJ1027'60 FEET SOUTH OF A FENCE CORNER, 21 FEET WEST OF THE NORTH-SOUTH
 FJ1027'ROAD AND 4 FEET EAST OF A FENCE.
 FJ1027'
 FJ1027'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1027
 FJ1027                          STATION RECOVERY (1971)
 FJ1027
 FJ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FJ1027'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION
 FJ1027'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE
 FJ1027'AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FJ1027'
 FJ1027'THE STATION MARK WAS IN THE WAY OF CONSTRUCTION OF A NEW
 FJ1027'COUNTY ROAD AND WAS MOVED BY REQUEST OF THE COUNTY COMMISSIONER
 FJ1027'OFFICE AT PURCELL THROUGH THE GEOLOGICAL SURVEY OFFICE IN
 FJ1027'NORMAN.
 FJ1027'
 FJ1027'REFERENCE MARKS 1 AND 2 (USGS TT 25C) AND THE AZIMUTH MARK
 FJ1027'WERE NOT IN THE WAY OF CONSTRUCTION.
 FJ1027'
 FJ1027'GOLDSBY 2 WAS ESTABLISHED NORTHWEST OF THE STATION.
 FJ1027'
 FJ1027'THE STATION MARK WAS DESTROYED ON COMPLETION OF WORK.
 FJ1027'
 FJ1027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- GOLDSBY 2
 FJ1027'MILES SOUTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1031 ***********************************************************************
 FJ1031  DESIGNATION -  GOLDSBY 2
 FJ1031  PID         -  FJ1031
 FJ1031  STATE/COUNTY-  OK/MCCLAIN
 FJ1031  COUNTRY     -  US
 FJ1031  USGS QUAD   -  NEWCASTLE (2018)
 FJ1031
 FJ1031                         *CURRENT SURVEY CONTROL
 FJ1031  ______________________________________________________________________
 FJ1031* NAD 83(1993) POSITION- 35 07 53.72783(N) 097 30 45.02958(W)   ADJUSTED
 FJ1031* NAVD 88 ORTHO HEIGHT -   393.8   (meters)     1292.    (feet) VERTCON3
 FJ1031  ______________________________________________________________________
 FJ1031  GEOID HEIGHT    -        -26.367 (meters)                     GEOID18
 FJ1031  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 FJ1031  HORZ ORDER      -  SECOND
 FJ1031  VERT ORDER      -  THIRD ? (See Below)
 FJ1031
 FJ1031.The horizontal coordinates were established by classical geodetic methods
 FJ1031.and adjusted by the National Geodetic Survey in November 1994.
 FJ1031
 FJ1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1031
 FJ1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1031.GEOID18 height accuracy estimate available here.
 FJ1031
 FJ1031.The vertical order pertains to the NGVD 29 superseded value.
 FJ1031
 FJ1031.Click photographs - Photos may exist for this station.
 FJ1031
 FJ1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1031
 FJ1031. The following values were computed from the NAD 83(1993) position.
 FJ1031
 FJ1031;                    North         East     Units Scale Factor Converg.
 FJ1031;SPC OK S     -   199,581.023   644,429.874   MT  0.99998147   +0 16 36.2
 FJ1031;SPC OK S     -   654,792.07  2,114,267.01   sFT  0.99998147   +0 16 36.2
 FJ1031;UTM  14      - 3,888,648.652   635,523.610   MT  0.99982636   +0 51 22.0
 FJ1031
 FJ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1031!SPC OK S     -   0.99994233  x   0.99998147  =   0.99992380
 FJ1031!UTM  14      -   0.99994233  x   0.99982636  =   0.99976870
 FJ1031
 FJ1031:                Primary Azimuth Mark                     Grid Az
 FJ1031:SPC OK S     -  GOLDSBY AZ MK                            267 37 17.8
 FJ1031:UTM  14      -  GOLDSBY AZ MK                            267 02 32.0
 FJ1031
 FJ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3552388648(NAD 83)
 FJ1031
 FJ1031|---------------------------------------------------------------------|
 FJ1031| PID    Reference Object                     Distance      Geod. Az  |
 FJ1031|                                                           dddmmss.s |
 FJ1031| FJ0960 NORMAN NORTH MUNICIPAL TANK         APPROX.12.6 KM 0253538.2 |
 FJ1031| FJ0955 NORMAN SOUTH MUNICIPAL TANK         APPROX.10.8 KM 0420140.4 |
 FJ1031| FJ0949 NORMAN USN BASE W TANK 192          APPROX. 8.8 KM 0515238.3 |
 FJ1031| FJ1028 TT 25 C                              48.178 METERS 14356     |
 FJ1031| FJ1027 GOLDSBY                              13.178 METERS 14836     |
 FJ1031| CL5278 GOLDSBY RM 1                                       21322     |
 FJ1031| CL5277 GOLDSBY AZ MK                                      2675354.0 |
 FJ1031| CL5279 GOLDSBY 2 RM 3                                     27443     |
 FJ1031|---------------------------------------------------------------------|
 FJ1031
 FJ1031                          SUPERSEDED SURVEY CONTROL
 FJ1031
 FJ1031  NAD 83(1986)-  35 07 53.73348(N)    097 30 45.01374(W) AD(       ) 2
 FJ1031  NAD 27      -  35 07 53.48879(N)    097 30 43.89215(W) AD(       ) 2
 FJ1031
 FJ1031.Superseded values are not recommended for survey control.
 FJ1031
 FJ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1031.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1031
 FJ1031_MARKER: DS = TRIANGULATION STATION DISK
 FJ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1031_STAMPING: GOLDSBY 2 1971
 FJ1031_MARK LOGO: CGS
 FJ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1031+STABILITY: SURFACE MOTION
 FJ1031
 FJ1031  HISTORY     - Date     Condition        Report By
 FJ1031  HISTORY     - 1971     MONUMENTED       NGS
 FJ1031
 FJ1031                          STATION DESCRIPTION
 FJ1031
 FJ1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FJ1031'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NORMAN,
 FJ1031'8 MILES EAST OF BLANCHARD, 2 MILES SOUTHWEST OF GOLDSBY
 FJ1031'AND AT THE EAST END OF TRIANGLE FORMED BY THE OLD COUNTY
 FJ1031'ROAD AND THE NEW COUNTY ROAD, AS THE OLD COUNTY ROAD HAD
 FJ1031'A CURVE TO GO AROUND A DEEP DRAW AND THE NEW ROAD WILL PASS
 FJ1031'THROUGH THE DRAW.
 FJ1031'
 FJ1031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 FJ1031'(INTERSTATE 35) AND STATE HIGHWAY 74, WHICH IS LOCATED ABOUT
 FJ1031'5 MILES SOUTH OF NORMAN.  TURN RIGHT AND GO SOUTH ON STATE
 FJ1031'HIGHWAY 74 FOR 1.55 MILES TO CROSSROADS.  TURN RIGHT AND
 FJ1031'GO WEST ON GRADED ROAD FOR 2.0 MILES TO THE HIGHEST POINT
 FJ1031'OF A LOW FLAT RIDGE, TO HOUSE ON THE LEFT AND A SECTION
 FJ1031'LINE ROAD ON THE LEFT, TO WEST OF HOUSE AND STATION IN FORK
 FJ1031'OF THE OLD AND NEW EAST-WEST COUNTY ROAD.
 FJ1031'
 FJ1031'THE STATION MARKS ARE STANDARD DISKS, STAMPED GOLDSBY 2 1971,
 FJ1031'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 FJ1031'THAT PROJECTS 4-INCHES.  IT IS 125 FEET WEST OF THE CENTER
 FJ1031'OF THE INTERSECTION OF CROSSROADS, 38 FEET WEST OF THE
 FJ1031'EAST END OF THE TRIANGLE FORMED BY INTERSECTION OF ROADS,
 FJ1031'38 FEET NORTH OF THE CENTER OF ROAD, 32 FEET SOUTH OF THE
 FJ1031'CENTER OF ROAD, 14 FEET WEST OF A HI-LINE POLE, AND 5 FEET
 FJ1031'WEST OF A METAL WITNESS POST.
 FJ1031'
 FJ1031'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GOLDSBY
 FJ1031'NO 1 1957, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 FJ1031'PROJECTS 4-INCHES.  IT IS 171 FEET WEST OF THE CENTER OF
 FJ1031'INTERSECTION OF CROSSROADS, 134 FEET WEST OF A FENCE-CORNER,
 FJ1031'34 FEET SOUTH OF THE CENTER OF ROAD, 1-FOOT NORTH OF FENCE-LINE
 FJ1031'AND 1.6 FEET EAST OF A METAL WITNESS POST.
 FJ1031'
 FJ1031'U.S.G.S. TT 25C 1933, (R.M. NO. 2) IS A STANDARD USGS BENCH
 FJ1031'MARK DISK, STAMPED 1298 FT. TT 25C 1933, SET IN THE TOP
 FJ1031'OF A 6X6 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 FJ1031'OF THE GROUND.  IT IS 98 FEET SOUTH OF THE CENTER OF THE
 FJ1031'INTERSECTION OF CROSSROADS, 60 FEET SOUTH OF A FENCE CORNER, 20 FEET
 FJ1031'WEST OF A DIRT ROAD, 4 FEET EAST OF A FENCE-LINE AND 2
 FJ1031'FEET NORTH OF A METAL WITNESS POST.
 FJ1031'
 FJ1031'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED GOLDSBY 2
 FJ1031'NO 3 1971, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 FJ1031'PROJECTS 6-INCHES.  IT IS 58 FEET WEST OF THE EAST END OF A
 FJ1031'TRIANGLE FORMED BY THE INTERSECTION OF ROADS, 56 FEET SOUTH
 FJ1031'OF THE CENTER OF ROAD, 39 FEET NORTH OF THE CENTER OF ROAD
 FJ1031'AND 39.6 FEET WEST OF A HI-LINE POLE.
 FJ1031'
 FJ1031'AZIMUTH MARK IS A STANDARD DISK, STAMPED GOLDSBY 1957, SET
 FJ1031'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4-INCHES.
 FJ1031'IT IS 108 FEET EAST OF THE CENTER OF DRIVE-WAY LEADING TO
 FJ1031'FARM HOUSE, 69 FEET SOUTH OF A HI-LINE POLE WITH TRANSMITTER,
 FJ1031'40 FEET EAST OF A TELEPHONE POLE, 33 FEET SOUTH OF THE CENTER
 FJ1031'OF ROAD, 9 FEET EAST OF THE EAST END OF A WIRE-GATE, 1-FOOT
 FJ1031'NORTH OF FENCE-LINE AND 1.4 FEET WEST OF METAL WITNESS POST.
 FJ1031'
 FJ1031'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY
 FJ1031'ROAD FOR 0.35 MILE TO MARK ON THE LEFT OR SOUTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0502 ***********************************************************************
 GJ0502  DESIGNATION -  GOLTRY
 GJ0502  PID         -  GJ0502
 GJ0502  STATE/COUNTY-  OK/ALFALFA
 GJ0502  COUNTRY     -  US
 GJ0502  USGS QUAD   -  GOLTRY (2018)
 GJ0502
 GJ0502                         *CURRENT SURVEY CONTROL
 GJ0502  ______________________________________________________________________
 GJ0502* NAD 83(1993) POSITION- 36 31 55.00964(N) 098 09 17.72608(W)   ADJUSTED
 GJ0502* NAVD 88 ORTHO HEIGHT -   421.    (meters)     1381.    (feet) SCALED
 GJ0502  ______________________________________________________________________
 GJ0502  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 GJ0502  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 GJ0502  HORZ ORDER      -  THIRD
 GJ0502
 GJ0502.The horizontal coordinates were established by classical geodetic methods
 GJ0502.and adjusted by the National Geodetic Survey in November 1994.
 GJ0502
 GJ0502.The orthometric height was scaled from a topographic map.
 GJ0502
 GJ0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0502.GEOID18 height accuracy estimate available here.
 GJ0502
 GJ0502.Click photographs - Photos may exist for this station.
 GJ0502
 GJ0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0502
 GJ0502. The following values were computed from the NAD 83(1993) position.
 GJ0502
 GJ0502;                    North         East     Units Scale Factor Converg.
 GJ0502;SPC OK N     -   169,987.670   586,126.384   MT  0.99996559   -0 05 29.1
 GJ0502;SPC OK N     -   557,701.21  1,922,982.98   sFT  0.99996559   -0 05 29.1
 GJ0502;UTM  14      - 4,043,283.907   575,650.717   MT  0.99967051   +0 30 11.1
 GJ0502
 GJ0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0502!SPC OK N     -   0.99993825  x   0.99996559  =   0.99990385
 GJ0502!UTM  14      -   0.99993825  x   0.99967051  =   0.99960878
 GJ0502
 GJ0502:                Primary Azimuth Mark                     Grid Az
 GJ0502:SPC OK N     -  GOLTRY AZ MK                             295 53 50.0
 GJ0502:UTM  14      -  GOLTRY AZ MK                             295 18 09.8
 GJ0502
 GJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7565043283(NAD 83)
 GJ0502
 GJ0502|---------------------------------------------------------------------|
 GJ0502| PID    Reference Object                     Distance      Geod. Az  |
 GJ0502|                                                           dddmmss.s |
 GJ0502| GJ0501 GOLTRY MUNICIPAL WATER TANK         224.461 METERS 05852     |
 GJ0502| GJ0036 H 11                                 40.628 METERS 10222     |
 GJ0502| CK9730 GOLTRY AZ MK                                       2954820.9 |
 GJ0502| CK9731 GOLTRY RM 1                          53.445 METERS 35749     |
 GJ0502|---------------------------------------------------------------------|
 GJ0502
 GJ0502                          SUPERSEDED SURVEY CONTROL
 GJ0502
 GJ0502  NAD 83(1986)-  36 31 55.01439(N)    098 09 17.71338(W) AD(       ) 3
 GJ0502  NAD 27      -  36 31 54.89977(N)    098 09 16.47442(W) AD(       ) 3
 GJ0502
 GJ0502.Superseded values are not recommended for survey control.
 GJ0502
 GJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0502.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0502
 GJ0502_MARKER: DS = TRIANGULATION STATION DISK
 GJ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0502_STAMPING: GOLTRY 1951
 GJ0502_MARK LOGO: CGS
 GJ0502_PROJECTION: FLUSH
 GJ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0502+STABILITY: SURFACE MOTION
 GJ0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0502+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 GJ0502
 GJ0502  HISTORY     - Date     Condition        Report By
 GJ0502  HISTORY     - 1951     MONUMENTED       CGS
 GJ0502  HISTORY     - 20050303 GOOD             INDIV
 GJ0502
 GJ0502                          STATION DESCRIPTION
 GJ0502
 GJ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0502'THE STATION IS LOCATED AT THE WEST EDGE OF GOLTRY IN THE YARD OF AN
 GJ0502'ABANDONED HOUSE JUST SOUTH OF THE ST. LOUIS AND SAN FRANCISCO
 GJ0502'RAILROAD DEPOT.  IT IS 180.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 GJ0502'RAILROAD TRACK, 50.0 FEET SOUTH-SOUTHEAST OF A LONE MULBERRY
 GJ0502'TREE, 48.0 FEET NORTHWEST OF THE MOST NORTHERLY OF SEVERAL CEDAR
 GJ0502'TREES AND 39.0 FEET NORTH OF THE NORTH EDGE OF AN ABANDONED HOUSE.
 GJ0502'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GJ0502'GOLTRY 1951.
 GJ0502'
 GJ0502'REFERENCE MARK NO. 1 IS 23.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 GJ0502'RAILROAD TRACK AND 1.5 FEET SOUTH OF TELEPHONE POLE 2W.  IT PROJECTS
 GJ0502'6 INCHES AND IS STAMPED GOLTRY NO 1 1951.
 GJ0502'
 GJ0502'REFERENCE MARK NO. 2 IS A STANDARD U. S. G. S. BENCH MARK DISK SET IN
 GJ0502'THE TOP OF AN 8 INCH BY 8 INCH CONCRETE POST PROJECTING 12 INCHES
 GJ0502'ABOVE THE GROUND AND IS STAMPED H11 1928.  IT IS 38.0 FEET WEST OF
 GJ0502'THE CENTER OF A GRAVELED STREET, 18.0 FEET NORTHWEST OF A
 GJ0502'POWERLINE POLE, 6.0 FEET WEST OF THE CENTER OF A SIDEWALK AND 5.5
 GJ0502'FEET NORTHWEST OF A PLUM TREE.
 GJ0502'
 GJ0502'THE AZIMUTH MARK IS 39.0 FEET SOUTH OF THE CENTER OF STATE ROUTE
 GJ0502'NO. 38, 21.0 FEET EAST OF THE CENTER OF A FIELD DRIVEWAY AND WIRE
 GJ0502'GATE, 8.0 FEET EAST OF A T FENCE CORNER, 1.5 FEET WEST OF A WITNESS
 GJ0502'POST AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS
 GJ0502'STAMPED GOLTRY 1951.
 GJ0502'
 GJ0502'TO REACH THE STATION FROM THE POST OFFICE IN GOLTRY, GO WEST ON STATE
 GJ0502'ROUTE NO. 38 FOR 0.1 MILE TO A CROSS-STREET JUST EAST OF THE ST.
 GJ0502'LOUIS AND SAN FRANCISCO RAILROAD DEPOT, HERE TURN LEFT ACROSS THE
 GJ0502'RAILROAD TRACKS AND TURN SHARP RIGHT INTO A DRIVEWAY AND THE
 GJ0502'STATION AS DESCRIBED.
 GJ0502'
 GJ0502'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS THE
 GJ0502'RAILROAD TRACKS TO STATE ROUTE NO. 38, GO NORTH AND WEST ON STATE
 GJ0502'ROUTE NO. 38 FOR 0.7 MILE TO THE TOP OF THE HILL AND THE AZIMUTH
 GJ0502'MARK ON THE LEFT AS DESCRIBED.
 GJ0502'
 GJ0502'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GJ0502
 GJ0502                          STATION RECOVERY (2005)
 GJ0502
 GJ0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BKH)
 GJ0502'RECOVERED AS DESCRIBED WITH REFERENCES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0501 ***********************************************************************
 GJ0501  DESIGNATION -  GOLTRY MUNICIPAL WATER TANK
 GJ0501  PID         -  GJ0501
 GJ0501  STATE/COUNTY-  OK/ALFALFA
 GJ0501  COUNTRY     -  US
 GJ0501  USGS QUAD   -  GOLTRY (2018)
 GJ0501
 GJ0501                         *CURRENT SURVEY CONTROL
 GJ0501  ______________________________________________________________________
 GJ0501* NAD 83(1993) POSITION- 36 31 58.77481(N) 098 09 10.00269(W)   ADJUSTED
 GJ0501  ______________________________________________________________________
 GJ0501  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 GJ0501  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GJ0501  HORZ ORDER      -  THIRD
 GJ0501
 GJ0501.The horizontal coordinates were established by classical geodetic methods
 GJ0501.and adjusted by the National Geodetic Survey in November 1994.
 GJ0501
 GJ0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0501.GEOID18 height accuracy estimate available here.
 GJ0501
 GJ0501.Click photographs - Photos may exist for this station.
 GJ0501
 GJ0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0501
 GJ0501. The following values were computed from the NAD 83(1993) position.
 GJ0501
 GJ0501;                    North         East     Units Scale Factor Converg.
 GJ0501;SPC OK N     -   170,103.422   586,318.688   MT  0.99996570   -0 05 24.6
 GJ0501;SPC OK N     -   558,080.98  1,923,613.90   sFT  0.99996570   -0 05 24.6
 GJ0501;UTM  14      - 4,043,401.613   575,841.754   MT  0.99967087   +0 30 15.7
 GJ0501
 GJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7584143401(NAD 83)
 GJ0501
 GJ0501                          SUPERSEDED SURVEY CONTROL
 GJ0501
 GJ0501  NAD 83(1986)-  36 31 58.77966(N)    098 09 09.99003(W) AD(       ) 3
 GJ0501  NAD 27      -  36 31 58.66698(N)    098 09 08.74784(W) AD(       ) 3
 GJ0501
 GJ0501.Superseded values are not recommended for survey control.
 GJ0501
 GJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0501.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0501
 GJ0501_MARKER: 53 = ELEVATED TANK
 GJ0501
 GJ0501  HISTORY     - Date     Condition        Report By
 GJ0501  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0501
 GJ0501                          STATION DESCRIPTION
 GJ0501
 GJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0501'THE STATION IS LOCATED IN THE WEST SIDE OF THE TOWN OF GOLTRY, 125
 GJ0501'FEET NORTH OF MAIN STREET (STATE HIGHWAY 38).
 GJ0501'
 GJ0501'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 GJ0501'HAS AN OVER ALL HEIGHT OF 125 FEET.
 GJ0501'
 GJ0501'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0616 ***********************************************************************
 EM0616  DESIGNATION -  GOOD
 EM0616  PID         -  EM0616
 EM0616  STATE/COUNTY-  OK/COMANCHE
 EM0616  COUNTRY     -  US
 EM0616  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0616
 EM0616                         *CURRENT SURVEY CONTROL
 EM0616  ______________________________________________________________________
 EM0616* NAD 83(1993) POSITION- 34 43 38.15181(N) 098 22 03.84854(W)   ADJUSTED
 EM0616* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 EM0616  ______________________________________________________________________
 EM0616  GEOID HEIGHT    -        -25.926 (meters)                     GEOID18
 EM0616  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 EM0616  HORZ ORDER      -  THIRD
 EM0616
 EM0616.The horizontal coordinates were established by classical geodetic methods
 EM0616.and adjusted by the National Geodetic Survey in November 1994.
 EM0616
 EM0616.The orthometric height was scaled from a topographic map.
 EM0616
 EM0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0616.GEOID18 height accuracy estimate available here.
 EM0616
 EM0616.Click photographs - Photos may exist for this station.
 EM0616
 EM0616.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0616
 EM0616. The following values were computed from the NAD 83(1993) position.
 EM0616
 EM0616;                    North         East     Units Scale Factor Converg.
 EM0616;SPC OK S     -   154,681.340   566,321.202   MT  0.99993905   -0 12 31.4
 EM0616;SPC OK S     -   507,483.70  1,858,005.48   sFT  0.99993905   -0 12 31.4
 EM0616;UTM  14      - 3,842,980.354   557,886.360   MT  0.99964130   +0 21 36.7
 EM0616
 EM0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0616!SPC OK S     -   0.99994346  x   0.99993905  =   0.99988252
 EM0616!UTM  14      -   0.99994346  x   0.99964130  =   0.99958478
 EM0616
 EM0616:                Primary Azimuth Mark                     Grid Az
 EM0616:SPC OK S     -  FORT SILL FLAG TARGET                    122 26 09.6
 EM0616:UTM  14      -  FORT SILL FLAG TARGET                    121 52 01.5
 EM0616
 EM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5788642980(NAD 83)
 EM0616
 EM0616|---------------------------------------------------------------------|
 EM0616| PID    Reference Object                     Distance      Geod. Az  |
 EM0616|                                                           dddmmss.s |
 EM0616| EM0607 FORT SILL FLAG TARGET               APPROX. 1.8 KM 1221338.2 |
 EM0616|---------------------------------------------------------------------|
 EM0616
 EM0616                          SUPERSEDED SURVEY CONTROL
 EM0616
 EM0616  NAD 83(1986)-  34 43 38.15544(N)    098 22 03.83316(W) AD(       ) 3
 EM0616  NAD 27      -  34 43 37.90700(N)    098 22 02.63100(W) AD(       ) 3
 EM0616
 EM0616.Superseded values are not recommended for survey control.
 EM0616
 EM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0616.See file dsdata.pdf to determine how the superseded data were derived.
 EM0616
 EM0616_MARKER: I = METAL ROD
 EM0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0616+STABILITY: SURFACE MOTION
 EM0616
 EM0616  HISTORY     - Date     Condition        Report By
 EM0616  HISTORY     - 1945     MONUMENTED       USA
 EM0616
 EM0616                          STATION DESCRIPTION
 EM0616
 EM0616'DESCRIBED BY US ARMY 1945
 EM0616'SUMMIT OF FLAT GRASSY HILL IN N ARBUCKLE AREA ABOUT 3/4 MILE S
 EM0616'OF EAST FRANKLIN SCHOOL.  MARKED BY SECTION OF 3/8 IN IRON
 EM0616'REINFORCING ROD SET IN CONCRETE BLOCK ABOUT 400 YDS. NE OF
 EM0616'CROSS ROADS, ABOUT 200 YDS. SW OF GROUP OF FARM BUILDINGS.
 EM0616'STATION OUTSIDE OF RESERVATION BOUNDARY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0995 ***********************************************************************
 EK0995  DESIGNATION -  GOOD
 EK0995  PID         -  EK0995
 EK0995  STATE/COUNTY-  OK/ATOKA
 EK0995  COUNTRY     -  US
 EK0995  USGS QUAD   -  LANE (2019)
 EK0995
 EK0995                         *CURRENT SURVEY CONTROL
 EK0995  ______________________________________________________________________
 EK0995* NAD 83(1993) POSITION- 34 21 09.22339(N) 095 55 17.96000(W)   ADJUSTED
 EK0995* NAVD 88 ORTHO HEIGHT -   221.07  (+/-2cm)      725.3   (feet) VERTCON3
 EK0995  ______________________________________________________________________
 EK0995  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 EK0995  LAPLACE CORR    -         -7.91  (seconds)                    DEFLEC18
 EK0995  HORZ ORDER      -  SECOND
 EK0995  VERT ORDER      -  THIRD ? (See Below)
 EK0995
 EK0995.The horizontal coordinates were established by classical geodetic methods
 EK0995.and adjusted by the National Geodetic Survey in November 1994.
 EK0995
 EK0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0995
 EK0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0995.GEOID18 height accuracy estimate available here.
 EK0995
 EK0995.The vertical order pertains to the NGVD 29 superseded value.
 EK0995
 EK0995.Click photographs - Photos may exist for this station.
 EK0995
 EK0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0995
 EK0995. The following values were computed from the NAD 83(1993) position.
 EK0995
 EK0995;                    North         East     Units Scale Factor Converg.
 EK0995;SPC OK S     -   115,024.328   791,186.315   MT  0.99994407   +1 10 46.9
 EK0995;SPC OK S     -   377,375.65  2,595,750.44   sFT  0.99994407   +1 10 46.9
 EK0995;UTM  15      - 3,805,116.753   231,268.600   MT  1.00049026   -1 38 58.7
 EK0995;UTM  14      - 3,805,543.111   783,148.455   MT  1.00058836   +1 44 17.6
 EK0995
 EK0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0995!SPC OK S     -   0.99996988  x   0.99994407  =   0.99991395
 EK0995!UTM  15      -   0.99996988  x   1.00049026  =   1.00046013
 EK0995!UTM  14      -   0.99996988  x   1.00058836  =   1.00055822
 EK0995
 EK0995:                Primary Azimuth Mark                     Grid Az
 EK0995:SPC OK S     -  GOOD AZ MK                               021 25 30.7
 EK0995:UTM  15      -  GOOD AZ MK                               024 15 16.3
 EK0995:UTM  14      -  GOOD AZ MK                               020 52 00.0
 EK0995
 EK0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3126805116(NAD 83)
 EK0995
 EK0995|---------------------------------------------------------------------|
 EK0995| PID    Reference Object                     Distance      Geod. Az  |
 EK0995|                                                           dddmmss.s |
 EK0995| CY1981 GOOD RM 2                            10.012 METERS 01032     |
 EK0995| CY1979 GOOD AZ MK                                         0223617.6 |
 EK0995| CY1980 GOOD RM 1                             9.560 METERS 09828     |
 EK0995|---------------------------------------------------------------------|
 EK0995
 EK0995                          SUPERSEDED SURVEY CONTROL
 EK0995
 EK0995  NAD 83(1986)-  34 21 09.22943(N)    095 55 17.95289(W) AD(       ) 2
 EK0995  NAD 27      -  34 21 08.88780(N)    095 55 17.00510(W) AD(       ) 2
 EK0995  NGVD 29             220.98   (m)          725.0    (f) LEVELING    3  
 EK0995
 EK0995.Superseded values are not recommended for survey control.
 EK0995
 EK0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0995.See file dsdata.pdf to determine how the superseded data were derived.
 EK0995
 EK0995_MARKER: DS = TRIANGULATION STATION DISK
 EK0995_SETTING: 80 = SET IN A BOULDER
 EK0995_STAMPING: GOOD 1955
 EK0995_MARK LOGO: CGS
 EK0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0995+STABILITY: SURFACE MOTION
 EK0995
 EK0995  HISTORY     - Date     Condition        Report By
 EK0995  HISTORY     - 1955     MONUMENTED       CGS
 EK0995
 EK0995                          STATION DESCRIPTION
 EK0995
 EK0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK0995'THE STATION IS LOCATED ON THE CREST OF A LONG NORTH-SOUTH
 EK0995'BARE RIDGE, ABOUT 11.5 MILES EAST OF ATOKA, 4.5 MILES
 EK0995'NORTHWEST OF THE VILLAGE OF LANE, 2.5 MILES NORTH OF BOGGY
 EK0995'CREEK AND 0.3 MILE SOUTH OF A CULTIVATED FIELD.
 EK0995'
 EK0995'THE STATION MARK IS A STANDARD DISK STAMPED GOOD 1955, SET
 EK0995'IN A DRILL HOLE IN A BOULDER THAT IS 3 FEET IN DIAMETER
 EK0995'AND PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 9.5
 EK0995'FEET NORTHEAST OF A WHITE WITNESS POST.
 EK0995'
 EK0995'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED GOOD NO 1
 EK0995'1955, SET IN A DRILL HOLE IN A BOULDER THAT IS 4 FEET SQUARE
 EK0995'AND PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT
 EK0995'THE SAME ELEVATION AS THE STATION.
 EK0995'
 EK0995'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED GOOD NO 2
 EK0995'1955, SET IN A DRILL HOLE IN A BOULDER THAT IS 6 FEET LONG
 EK0995'AND 2 FEET WIDE AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 EK0995'THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 EK0995'
 EK0995'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOOD 1955, SET
 EK0995'IN A DRILL HOLE IN A BOULDER THAT IS 7 FEET LONG AND 3 FEET
 EK0995'WIDE AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE
 EK0995'MARK IS 121.5 FEET SOUTHEAST OF A FENCE CORNER, 24.0 FEET
 EK0995'SOUTH OF THE CENTER-LINE OF A DIRT ROAD AND 4.0 FEET WEST
 EK0995'OF A SMALL CAIRN.
 EK0995'
 EK0995'TO REACH THE STATION FROM ATOKA GO EAST SOUTHEAST ON STATE
 EK0995'HIGHWAY 7 FOR 9.6 MILES TO A CROSSROAD AND THE U.S. POST OFFICE
 EK0995'AND GAS STATION IN LANE.  TURN LEFT AND GO NORTH ON A GRAVELED
 EK0995'ROAD FOR 1.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 EK0995'FOR 0.95 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 EK0995'AND NORTHEAST ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO
 EK0995'A BRIDGE THAT CROSSES BOGGY CREEK.  CROSS THE BRIDGE AND
 EK0995'GO NORTHEAST FOR 0.9 MILE TO A FORK.  TAKE THE LEFT FORK
 EK0995'ACROSS A CATTLE GUARD AND GO 0.7 MILE TO ANOTHER CATTLE
 EK0995'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE FOR 0.55 MILE
 EK0995'TO A CROSSROAD (JUST WEST OF A RANCH HOUSE).  TURN LEFT
 EK0995'AND GO WEST FOR 0.25 MILE TO A WIRE GATE.  PASS THROUGH
 EK0995'THE GATE AND GO NORTHWEST ON A DIRT ROAD FOR 1.3 MILES TO
 EK0995'THE TOP OF THE RIDGE AT THE AZIMUTH MARK AS DESCRIBED.
 EK0995'FROM THE AZIMUTH MARK TURN LEFT, SOUTH, AND GO ACROSS
 EK0995'COUNTY FOR 0.25 MILE TO THE STATION AS DESCRIBED NEAR
 EK0995'A LARGE SECTION OF OUTCROPPING BOULDERS.
 EK0995'
 EK0995'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1280 ***********************************************************************
 DM1280  DESIGNATION -  GOODWATER
 DM1280  PID         -  DM1280
 DM1280  STATE/COUNTY-  OK/MCCURTAIN
 DM1280  COUNTRY     -  US
 DM1280  USGS QUAD   -  GOODWATER (2019)
 DM1280
 DM1280                         *CURRENT SURVEY CONTROL
 DM1280  ______________________________________________________________________
 DM1280* NAD 83(1997) POSITION- 33 54 49.63458(N) 094 32 09.20880(W)   ADJUSTED
 DM1280* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 DM1280  ______________________________________________________________________
 DM1280  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 DM1280  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 DM1280  HORZ ORDER      -  SECOND
 DM1280
 DM1280.The horizontal coordinates were established by classical geodetic methods
 DM1280.and adjusted by the National Geodetic Survey in September 1999.
 DM1280
 DM1280.The orthometric height was scaled from a topographic map.
 DM1280
 DM1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1280.GEOID18 height accuracy estimate available here.
 DM1280
 DM1280.Click photographs - Photos may exist for this station.
 DM1280
 DM1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1280
 DM1280. The following values were computed from the NAD 83(1997) position.
 DM1280
 DM1280;                    North         East     Units Scale Factor Converg.
 DM1280;SPC OK S     -    69,882.995   920,292.257   MT  1.00000390   +1 57 58.6
 DM1280;SPC OK S     -   229,274.46  3,019,325.51   sFT  1.00000390   +1 57 58.6
 DM1280;UTM  15      - 3,753,658.917   358,014.165   MT  0.99984852   -0 51 25.5
 DM1280
 DM1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1280!SPC OK S     -   0.99998015  x   1.00000390  =   0.99998405
 DM1280!UTM  15      -   0.99998015  x   0.99984852  =   0.99982868
 DM1280
 DM1280:                Primary Azimuth Mark                     Grid Az
 DM1280:SPC OK S     -  GOODWATER AZ MK                          048 24 26.6
 DM1280:UTM  15      -  GOODWATER AZ MK                          051 13 50.7
 DM1280
 DM1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5801453658(NAD 83)
 DM1280
 DM1280|---------------------------------------------------------------------|
 DM1280| PID    Reference Object                     Distance      Geod. Az  |
 DM1280|                                                           dddmmss.s |
 DM1280| CX5900 GOODWATER AZ MK                                    0502225.2 |
 DM1280| DM1191 JEWELL LOOKOUT TOWER AFC            APPROX.13.7 KM 1250751.5 |
 DM1280| CX5901 GOODWATER RM 1                       26.320 METERS 16334     |
 DM1280| DM1284 HAWORTH MUNICIPAL TANK              APPROX.13.1 KM 2351334.9 |
 DM1280| CX5902 GOODWATER RM 2                       24.302 METERS 26026     |
 DM1280|---------------------------------------------------------------------|
 DM1280
 DM1280                          SUPERSEDED SURVEY CONTROL
 DM1280
 DM1280  NAD 83(1993)-  33 54 49.63610(N)    094 32 09.20749(W) AD(       ) 2
 DM1280  NAD 83(1986)-  33 54 49.63933(N)    094 32 09.20075(W) AD(       ) 2
 DM1280  NAD 27      -  33 54 49.23000(N)    094 32 08.44400(W) AD(       ) 2
 DM1280
 DM1280.Superseded values are not recommended for survey control.
 DM1280
 DM1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1280.See file dsdata.pdf to determine how the superseded data were derived.
 DM1280
 DM1280_MARKER: DS = TRIANGULATION STATION DISK
 DM1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1280_STAMPING: GOODWATER 1952
 DM1280_MARK LOGO: CGS
 DM1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1280+STABILITY: SURFACE MOTION
 DM1280
 DM1280  HISTORY     - Date     Condition        Report By
 DM1280  HISTORY     - 1952     MONUMENTED       CGS
 DM1280
 DM1280                          STATION DESCRIPTION
 DM1280
 DM1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1280'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE SMALL
 DM1280'SETTLEMENT OF GOODWATER, ON THE SOUTH SIDE OF A BARE GRAVEL KNOLL.
 DM1280'IT IS 4 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4
 DM1280'INCHES AND THE DISK IS STAMPED GOODWATER 1952.
 DM1280'
 DM1280'REFERENCE MARK NO. 1 IS 80 FEET NORTH-NORTHWEST OF A GATE POST.
 DM1280'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GOODWATER
 DM1280'NO 1 1952.
 DM1280'
 DM1280'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DM1280'GOODWATER NO 2 1952.
 DM1280'
 DM1280'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF A GRAVEL
 DM1280'ROAD, 19 FEET EAST OF THE CENTER OF A DIRT ROAD AND 3 FEET WEST
 DM1280'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DM1280'STAMPED GOODWATER 1952.
 DM1280'
 DM1280'TO REACH THE STATION FROM THE POST OFFICE IN GOODWATER, GO EAST
 DM1280'ON A GRAVEL ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT, (CONTINUE
 DM1280'ON EAST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 DM1280'THE LEFT.) TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE TOP
 DM1280'OF A BARE GRAVEL KNOLL AND THE STATION.
 DM1280'
 DM1280'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0944 ***********************************************************************
 GK0944  DESIGNATION -  GOODWELL MUNICIPAL TANK
 GK0944  PID         -  GK0944
 GK0944  STATE/COUNTY-  OK/TEXAS
 GK0944  COUNTRY     -  US
 GK0944  USGS QUAD   -  GOODWELL (2018)
 GK0944
 GK0944                         *CURRENT SURVEY CONTROL
 GK0944  ______________________________________________________________________
 GK0944* NAD 83(1997) POSITION- 36 35 37.06818(N) 101 38 11.91062(W)   ADJUSTED
 GK0944* NAVD 88 ORTHO HEIGHT -  1005.    (meters)     3297.    (feet) SCALED
 GK0944  ______________________________________________________________________
 GK0944  GEOID HEIGHT    -        -26.205 (meters)                     GEOID18
 GK0944  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC18
 GK0944  HORZ ORDER      -  THIRD
 GK0944
 GK0944.The horizontal coordinates were established by classical geodetic methods
 GK0944.and adjusted by the National Geodetic Survey in October 1998.
 GK0944
 GK0944.The orthometric height was scaled from a topographic map.
 GK0944
 GK0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0944.GEOID18 height accuracy estimate available here.
 GK0944
 GK0944.Click photographs - Photos may exist for this station.
 GK0944
 GK0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0944
 GK0944. The following values were computed from the NAD 83(1997) position.
 GK0944
 GK0944;                    North         East     Units Scale Factor Converg.
 GK0944;SPC OK N     -   182,915.099   274,666.832   MT  0.99997300   -2 08 46.2
 GK0944;SPC OK N     -   600,113.95    901,136.10   sFT  0.99997300   -2 08 46.2
 GK0944;SPC TX N     - 1,287,760.966   187,771.380   MT  1.00012155   -0 04 45.1
 GK0944;SPC TX N     - 4,224,929.10    616,046.60   sFT  1.00012155   -0 04 45.1
 GK0944;UTM  14      - 4,053,030.536   264,135.154   MT  1.00028545   -1 34 21.1
 GK0944
 GK0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0944!SPC OK N     -   0.99984634  x   0.99997300  =   0.99981934
 GK0944!SPC TX N     -   0.99984634  x   1.00012155  =   0.99996787
 GK0944!UTM  14      -   0.99984634  x   1.00028545  =   1.00013174
 GK0944
 GK0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6413553030(NAD 83)
 GK0944
 GK0944                          SUPERSEDED SURVEY CONTROL
 GK0944
 GK0944  NAD 83(1993)-  36 35 37.06809(N)    101 38 11.91090(W) AD(       ) 3
 GK0944  NAD 83(1986)-  36 35 37.07678(N)    101 38 11.89506(W) AD(       ) 3
 GK0944  NAD 27      -  36 35 36.99700(N)    101 38 10.30500(W) AD(       ) 3
 GK0944
 GK0944.Superseded values are not recommended for survey control.
 GK0944
 GK0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0944.See file dsdata.pdf to determine how the superseded data were derived.
 GK0944
 GK0944_MARKER: 53 = ELEVATED TANK
 GK0944
 GK0944  HISTORY     - Date     Condition        Report By
 GK0944  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK0944  HISTORY     - 1963     GOOD             CGS
 GK0944  HISTORY     - 1966     GOOD             USGS
 GK0944
 GK0944                          STATION DESCRIPTION
 GK0944
 GK0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 GK0944'THE STATION WAS RECOVERED.  NO PREVIOUS DESCRIPTION EXISTS.
 GK0944'THE WATER TANK IS LOCATED IN THE TOWN OF GOODWELL, OKLAHOMA,
 GK0944'AND IS THE TALLER AND SOUTHERN OF TWO WATER TANKS LOCATED
 GK0944'IN THE TOWN.
 GK0944
 GK0944                          STATION RECOVERY (1966)
 GK0944
 GK0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GK0944'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1051 ***********************************************************************
 FH1051  DESIGNATION -  GORE
 FH1051  PID         -  FH1051
 FH1051  STATE/COUNTY-  OK/SEQUOYAH
 FH1051  COUNTRY     -  US
 FH1051  USGS QUAD   -  GORE (2019)
 FH1051
 FH1051                         *CURRENT SURVEY CONTROL
 FH1051  ______________________________________________________________________
 FH1051* NAD 83(1993) POSITION- 35 35 12.87969(N) 095 06 40.10489(W)   ADJUSTED
 FH1051* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 FH1051  ______________________________________________________________________
 FH1051  GEOID HEIGHT    -        -29.636 (meters)                     GEOID18
 FH1051  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 FH1051  HORZ ORDER      -  FIRST
 FH1051
 FH1051.The horizontal coordinates were established by classical geodetic methods
 FH1051.and adjusted by the National Geodetic Survey in November 1994.
 FH1051
 FH1051.The orthometric height was scaled from a topographic map.
 FH1051
 FH1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1051.GEOID18 height accuracy estimate available here.
 FH1051
 FH1051.Click photographs - Photos may exist for this station.
 FH1051
 FH1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1051
 FH1051. The following values were computed from the NAD 83(1993) position.
 FH1051
 FH1051;                    North         East     Units Scale Factor Converg.
 FH1051;SPC OK N     -    69,014.638   861,782.275   MT  0.99999639   +1 42 17.5
 FH1051;SPC OK N     -   226,425.52  2,827,364.01   sFT  0.99999639   +1 42 17.5
 FH1051;SPC OK S     -   253,738.367   861,809.419   MT  1.00008902   +1 38 23.2
 FH1051;SPC OK S     -   832,473.29  2,827,453.07   sFT  1.00008902   +1 38 23.2
 FH1051;UTM  15      - 3,940,183.638   308,726.521   MT  1.00005086   -1 13 44.1
 FH1051
 FH1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1051!SPC OK N     -   0.99995817  x   0.99999639  =   0.99995456
 FH1051!SPC OK S     -   0.99995817  x   1.00008902  =   1.00004719
 FH1051!UTM  15      -   0.99995817  x   1.00005086  =   1.00000903
 FH1051
 FH1051:                Primary Azimuth Mark                     Grid Az
 FH1051:SPC OK N     -  TEEHEE                                   064 13 50.7
 FH1051:SPC OK S     -  TEEHEE                                   064 17 45.0
 FH1051:UTM  15      -  TEEHEE                                   067 09 52.3
 FH1051
 FH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0872640183(NAD 83)
 FH1051
 FH1051|---------------------------------------------------------------------|
 FH1051| PID    Reference Object                     Distance      Geod. Az  |
 FH1051|                                                           dddmmss.s |
 FH1051| FH1052 TEEHEE                              APPROX. 4.4 KM 0655608.2 |
 FH1051| CI1043 GORE AZ MK                                         1773634.5 |
 FH1051| CI1044 GORE RM 1                            68.170 METERS 28139     |
 FH1051| CI1045 GORE RM 2                            63.350 METERS 34323     |
 FH1051|---------------------------------------------------------------------|
 FH1051
 FH1051                          SUPERSEDED SURVEY CONTROL
 FH1051
 FH1051  NAD 83(1986)-  35 35 12.89316(N)    095 06 40.08971(W) AD(       ) 1
 FH1051  NAD 27      -  35 35 12.54800(N)    095 06 39.24300(W) AD(       ) 1
 FH1051
 FH1051.Superseded values are not recommended for survey control.
 FH1051
 FH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1051.See file dsdata.pdf to determine how the superseded data were derived.
 FH1051
 FH1051_MARKER: DS = TRIANGULATION STATION DISK
 FH1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1051_STAMPING: GORE 1940
 FH1051_MARK LOGO: CGS
 FH1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1051+STABILITY: SURFACE MOTION
 FH1051
 FH1051  HISTORY     - Date     Condition        Report By
 FH1051  HISTORY     - 1940     MONUMENTED       CGS
 FH1051  HISTORY     - 1955     GOOD             SSC
 FH1051  HISTORY     - 1959     GOOD             CGS
 FH1051
 FH1051                          STATION DESCRIPTION
 FH1051
 FH1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1051'STATION IS LOCATED ABOUT 4.0 MILES N OF GORE, 7.0 MILES
 FH1051'SE OF BRAGGS, ON THE HIGHEST POINT OF A WOODED RIDGE.  STATION
 FH1051'IS ON THE PROPERTY OF FRANK HARRIS.
 FH1051'
 FH1051'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 FH1051'CONCRETE.
 FH1051'
 FH1051'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 FH1051'IN OUTCROPPING BEDROCK.
 FH1051'
 FH1051'STATION IS STAMPED GORE 1940 AND PROJECTS ABOUT 6 INCHES
 FH1051'ABOVE THE GROUND.  IT IS 7.0 FEET NW OF A WHITE REFERENCE
 FH1051'POST, 125.0 FEET W OF THE E EDGE OF CLEARING, AND 70.0 FEET
 FH1051'S OF THE N EDGE OF CLEARING.
 FH1051'
 FH1051'REFERENCE MARK NO.1 IS STAMPED GORE NO.1, 1940 AND IS FLUSH
 FH1051'WITH THE GROUND.  IT IS ABOUT 6.0 FEET LOWER THAN THE STATION,
 FH1051'32.0 FEET W OF THE W EDGE OF CLEARING.  REFERENCE MARK NO.2
 FH1051'IS STAMPED GORE NO.2 1940 AND IS FLUSH WITH THE GROUND.  IT
 FH1051'IS ABOUT 6 FEET LOWER THAN THE STATION AND 35.0 FEET N OF
 FH1051'THE N EDGE OF CLEARING.
 FH1051'
 FH1051'AZIMUTH MARK IS STAMPED GORE 1940 AND IS SET FLUSH WITH
 FH1051'THE GROUND.  IT IS 4.3 FEET N OF A WHITE REFERENCE POST,
 FH1051'AND 9.3 FEET SE OF A 6-INCH OAK TREE WITH A TRIANGLE BLAZE.
 FH1051'
 FH1051'AZIMUTH MARK IS REACHED BY WALKING 0.15 MILE S ABOUT 50
 FH1051'YARDS S OF CLEARING.
 FH1051'
 FH1051'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S.
 FH1051'HIGHWAY 64 AND OKLAHOMA STATE HIGHWAY 10 IN GORE, FOLLOW
 FH1051'OKLAHOMA STATE HIGHWAY 10, 5.7 MILES N TO A GRAVEL ROAD
 FH1051'LEADING E AT A STONE BUILDING NEAR TOP OF GRADE.  TURN RIGHT
 FH1051'(E) ON GRAVEL ROAD AND GO 1.9 MILES TO A ROUGH SECTION LINE
 FH1051'ROAD LEADING S AT M.L. HAYES MAIL BOX.  TURN RIGHT (S) ON
 FH1051'ROAD AND GO 0.45 MILE TO TRACK ROAD THROUGH WOODS.  CONTINUE
 FH1051'S ON TRACK ROAD THROUGH WOOD 0.9 MILE TO HOUSE ON THE RIGHT
 FH1051'(W) AT THE END OF TRAVELED ROAD.  TURN LEFT (E) AT FENCE
 FH1051'CORNER ACROSS ROAD FROM HOUSE AND GO 0.5 MILE TO EDGE OF
 FH1051'WOODS.  ENTER WOODS ON DIM ROAD AND GO SE ABOUT 200 YARDS
 FH1051'TO STATION AT HIGHEST POINT OF HILL IN CLEARING.
 FH1051'
 FH1051'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FH1051
 FH1051                          STATION RECOVERY (1955)
 FH1051
 FH1051'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 FH1051'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1051'
 FH1051'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 FH1051'AND REFERENCE MARKS WERE NOT RECOVERED.  A DILIGENT SEARCH
 FH1051'WAS NOT MADE, AND NO ATTEMPT TO LOCATE UNDERGROUND MARKS
 FH1051'WAS MADE.
 FH1051
 FH1051                          STATION RECOVERY (1959)
 FH1051
 FH1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1051'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1051'CONDITION.  THE STATION IS ABOUT 60 FEET NORTHEAST OF A RADIO
 FH1051'TOWER THAT IS ABOUT 225 FEET HIGH AND IS 8 FEET SOUTHEAST
 FH1051'OF THE FIRST GUY WIRE TO NORTHEAST OF THE TOWER.  R.M. NO. 1
 FH1051'IS ABOUT 24 FEET SOUTH OF THE CENTER OF THE ROAD LEADING TO THE
 FH1051'TOWER AND IS 4 FEET EAST OF A TREE THAT IS AT THE WEST EDGE
 FH1051'OF A LARGE OUTCROPPING ROCK.  R.M. NO. 2 IS 1-1/2 FEET WEST
 FH1051'OF A ROCK THAT HAS BEEN SET IN EDGE AND PROJECTS 2 FEET.
 FH1051'A ROCK CAIRN WAS SET UP OVER THE AZIMUTH MARK.
 FH1051'
 FH1051'TO REACH THE STATION FROM GORE, FROM THE POST OFFICE, GO
 FH1051'NORTHEAST ON STATE HIGHWAY 10 FOR 0.3 MILE TO JUNCTION WITH
 FH1051'STATE HIGHWAY 100, TURN LEFT AND GO WEST AND NORTH ON STATE
 FH1051'HIGHWAY 10 FOR 5.55 MILES TO A SURFACED ROAD ON RIGHT AT
 FH1051'A ROCK SERVICE STATION, TURN RIGHT AND GO EASTERLY FOR 1.95
 FH1051'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 FH1051'0.5 MILE TO FORKS, TAKE LEFT FORK AND FOLLOW BLADED ROAD
 FH1051'AND POWER LINE FOR 0.95 MILE TO RADIO TOWER AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0550 ***********************************************************************
 FK0550  DESIGNATION -  GOTEBO WATER TANK
 FK0550  PID         -  FK0550
 FK0550  STATE/COUNTY-  OK/KIOWA
 FK0550  COUNTRY     -  US
 FK0550  USGS QUAD   -  GOTEBO WEST (2018)
 FK0550
 FK0550                         *CURRENT SURVEY CONTROL
 FK0550  ______________________________________________________________________
 FK0550* NAD 83(1993) POSITION- 35 04 13.69723(N) 098 52 41.70222(W)   ADJUSTED
 FK0550  ______________________________________________________________________
 FK0550  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 FK0550  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 FK0550  HORZ ORDER      -  THIRD
 FK0550
 FK0550.The horizontal coordinates were established by classical geodetic methods
 FK0550.and adjusted by the National Geodetic Survey in November 1994.
 FK0550
 FK0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0550.GEOID18 height accuracy estimate available here.
 FK0550
 FK0550.Click photographs - Photos may exist for this station.
 FK0550
 FK0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0550
 FK0550. The following values were computed from the NAD 83(1993) position.
 FK0550
 FK0550;                    North         East     Units Scale Factor Converg.
 FK0550;SPC OK S     -   193,041.608   519,898.171   MT  0.99997186   -0 29 54.6
 FK0550;SPC OK S     -   633,337.34  1,705,699.25   sFT  0.99997186   -0 29 54.6
 FK0550;UTM  14      - 3,880,864.903   511,100.302   MT  0.99960152   +0 04 11.8
 FK0550
 FK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1110080864(NAD 83)
 FK0550
 FK0550                          SUPERSEDED SURVEY CONTROL
 FK0550
 FK0550  NAD 83(1986)-  35 04 13.70416(N)    098 52 41.69669(W) AD(       ) 3
 FK0550  NAD 27      -  35 04 13.50200(N)    098 52 40.45800(W) AD(       ) 3
 FK0550  USSD        -  35 04 13.44000(N)    098 52 40.82400(W) AD(       ) 3
 FK0550
 FK0550.Superseded values are not recommended for survey control.
 FK0550
 FK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0550.See file dsdata.pdf to determine how the superseded data were derived.
 FK0550
 FK0550_MARKER: 53 = ELEVATED TANK
 FK0550
 FK0550  HISTORY     - Date     Condition        Report By
 FK0550  HISTORY     - 1921     FIRST OBSERVED   CGS
 FK0550  HISTORY     - 1934     GOOD             CGS
 FK0550
 FK0550                          STATION DESCRIPTION
 FK0550
 FK0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0550'HIGH, BLACK MUNICIPAL WATER TANK OF THE TOWN OF GOTEBO.
 FK0550
 FK0550                          STATION RECOVERY (1934)
 FK0550
 FK0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0550'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1028 ***********************************************************************
 EM1028  DESIGNATION -  GOULD
 EM1028  PID         -  EM1028
 EM1028  STATE/COUNTY-  OK/HARMON
 EM1028  COUNTRY     -  US
 EM1028  USGS QUAD   -  GOULD (2018)
 EM1028
 EM1028                         *CURRENT SURVEY CONTROL
 EM1028  ______________________________________________________________________
 EM1028* NAD 83(1993) POSITION- 34 40 22.97444(N) 099 45 37.66929(W)   ADJUSTED
 EM1028* NAVD 88 ORTHO HEIGHT -   512.42  (+/-2cm)     1681.2   (feet) VERTCON3
 EM1028  ______________________________________________________________________
 EM1028  GEOID HEIGHT    -        -27.893 (meters)                     GEOID18
 EM1028  LAPLACE CORR    -          1.65  (seconds)                    DEFLEC18
 EM1028  HORZ ORDER      -  FIRST
 EM1028  VERT ORDER      -  THIRD ? (See Below)
 EM1028
 EM1028.The horizontal coordinates were established by classical geodetic methods
 EM1028.and adjusted by the National Geodetic Survey in November 1994.
 EM1028
 EM1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1028
 EM1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1028.GEOID18 height accuracy estimate available here.
 EM1028
 EM1028.The vertical order pertains to the NGVD 29 superseded value.
 EM1028
 EM1028.Click photographs - Photos may exist for this station.
 EM1028
 EM1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1028
 EM1028. The following values were computed from the NAD 83(1993) position.
 EM1028
 EM1028;                    North         East     Units Scale Factor Converg.
 EM1028;SPC OK S     -   150,012.772   438,672.190   MT  0.99993714   -0 59 57.4
 EM1028;SPC OK S     -   492,166.90  1,439,210.34   sFT  0.99993714   -0 59 57.4
 EM1028;UTM  14      - 3,837,049.392   430,330.812   MT  0.99965982   -0 25 57.5
 EM1028
 EM1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1028!SPC OK S     -   0.99992395  x   0.99993714  =   0.99986109
 EM1028!UTM  14      -   0.99992395  x   0.99965982  =   0.99958379
 EM1028
 EM1028:                Primary Azimuth Mark                     Grid Az
 EM1028:SPC OK S     -  GOULD AZ MK                              156 35 23.8
 EM1028:UTM  14      -  GOULD AZ MK                              156 01 23.9
 EM1028
 EM1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3033037049(NAD 83)
 EM1028
 EM1028|---------------------------------------------------------------------|
 EM1028| PID    Reference Object                     Distance      Geod. Az  |
 EM1028|                                                           dddmmss.s |
 EM1028| CX8181 GOULD RM 3                           23.471 METERS 05736     |
 EM1028| EM1018 DUKE MUNICIPAL TANK                 APPROX.17.4 KM 0935732.2 |
 EM1028| CX8178 GOULD AZ MK                                        1553526.4 |
 EM1028| CX8179 GOULD RM 1                           35.093 METERS 18231     |
 EM1028| EM1034 LOUIS HIGH SCHOOL CUPOLA            APPROX.13.0 KM 1983950.3 |
 EM1028| EM1027 GOULD HIGH SCHOOL N CHIMNEY         APPROX. 1.2 KM 2295726.8 |
 EM1028| EM1031 GOULD MUNICIPAL TANK                APPROX. 1.0 KM 2533617.4 |
 EM1028| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX.13.7 KM 2731139.1 |
 EM1028| EM1037 HOLLIS VUMORE TV MAST               APPROX.13.5 KM 2780636.3 |
 EM1028| CX8180 GOULD RM 2                           67.120 METERS 29656     |
 EM1028|---------------------------------------------------------------------|
 EM1028
 EM1028                          SUPERSEDED SURVEY CONTROL
 EM1028
 EM1028  NAD 83(1986)-  34 40 22.98011(N)    099 45 37.66186(W) AD(       ) 1
 EM1028  NAD 27      -  34 40 22.74700(N)    099 45 36.31100(W) AD(       ) 1
 EM1028  USSD        -  34 40 22.69400(N)    099 45 36.69400(W) AD(       ) 3
 EM1028  NGVD 29             512.18   (m)         1680.4    (f) LEVELING    3  
 EM1028
 EM1028.Superseded values are not recommended for survey control.
 EM1028
 EM1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1028.See file dsdata.pdf to determine how the superseded data were derived.
 EM1028
 EM1028_MARKER: DS = TRIANGULATION STATION DISK
 EM1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1028_STAMPING: GOULD 1923
 EM1028_MARK LOGO: CGS
 EM1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1028+STABILITY: SURFACE MOTION
 EM1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1028+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EM1028
 EM1028  HISTORY     - Date     Condition        Report By
 EM1028  HISTORY     - 1923     MONUMENTED       CGS
 EM1028  HISTORY     - 1934     GOOD             CGS
 EM1028  HISTORY     - 1934     GOOD             OKGS
 EM1028  HISTORY     - 1936     GOOD             CGS
 EM1028  HISTORY     - 1948     GOOD             CGS
 EM1028  HISTORY     - 1961     GOOD             CGS
 EM1028  HISTORY     - 1963     GOOD             CGS
 EM1028  HISTORY     - 1986     GOOD
 EM1028
 EM1028                          STATION DESCRIPTION
 EM1028
 EM1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1028'STATION IS ABOUT 1/2 MILE NE OF THE TOWN OF GOULD, IN THE
 EM1028'NE 1/4 SEC. 6, T 2 N, R 24 W, ON LAND BELONGING TO J.E.
 EM1028'WILLINGHAM, WHO LIVES ABOUT 1/2 MILE W OF THE STATION IN THE
 EM1028'FIRST HOUSE N OF THE RAILROAD TRACK AND ABOUT 100 METERS (328
 EM1028'FEET) E OF THE HIGHWAY.  STATION IS ON HIGHEST POINT ON THE
 EM1028'EXTREME SOUTHERN END OF A RIDGE WITH BLUFF ON S AND E SIDES, AND IS
 EM1028'54 METERS (177 FEET) E OF THE N-S FENCE LINE AT POINT WHERE
 EM1028'THIS FENCE LINE TURNS SW.
 EM1028'
 EM1028'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 EM1028'SET IN CONCRETE.
 EM1028'
 EM1028'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 EM1028'IN OUTCROPPING BEDROCK, 35.15 METERS (115.3 FEET) FROM STATION,
 EM1028'S 02 DEG 30 MIN W.
 EM1028'
 EM1028'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A BLOCK OF
 EM1028'CONCRETE, IN FENCE LINE, 167.12 METERS (548.3 FEET) FROM
 EM1028'STATION, N 63 DEG 04 MIN 14 SEC W.
 EM1028'
 EM1028'ELEVATION OF STATION, 510.8 METERS (1,676 FEET).
 EM1028
 EM1028                          STATION RECOVERY (1934)
 EM1028
 EM1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1028'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 EM1028'REFERENCE MARKS IN GOOD CONDITION.
 EM1028
 EM1028                          STATION RECOVERY (1934)
 EM1028
 EM1028'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 EM1028'STATION RECOVERED AS DESCRIBED.  THE AZIMUTH MARK IS 2 BLOCKS
 EM1028'E AND 3 BLOCKS N OF THE MAIN BUSINESS CORNER OF GOULD ON
 EM1028'THE MISSOURI KANSAS AND TOPEKA RAILROAD RIGHT-OF-WAY, 30
 EM1028'FEET E OF CENTER LINE OF GRAVELED N-S TOWNSHIP ROAD BETWEEN
 EM1028'SEC. 6, T 2 N, R 24 W, AND SEC. 1, T 2 N, R 25 W.  36 FEET
 EM1028'S OF CENTER LINE OF MISSOURI, KANSAS AND TOPEKA RAILROAD
 EM1028'TRACK AND 2 FEET E AND 3 FEET N OF RIGHT-OF-WAY FENCE.
 EM1028'
 EM1028'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE POST 550 FEET
 EM1028'E AND 80 FEET S OF SE CORNER OF MISSOURI, KANSAS AND TOPEKA
 EM1028'PASSENGER DEPOT AT GOULD.
 EM1028
 EM1028                          STATION RECOVERY (1936)
 EM1028
 EM1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM1028'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT REFERENCE
 EM1028'MARK NO. 2 IS 67.13 METERS (220.10 FEET) (SLOPE DISTANCE)
 EM1028'NW, N 63 DEG 04 MIN 14 SEC W. ROM THE STATION,
 EM1028'INSTEAD OF 167.12 METERS (548.3 FEET).  A MINUS DISTANCE OF
 EM1028'100 METERS.
 EM1028
 EM1028                          STATION RECOVERY (1948)
 EM1028
 EM1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1028'THE STATION, AND REFERENCE MARK NO 1,
 EM1028'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 EM1028'MARK AND REFERENCE MARK NO 3, WAS ESTABLISHED.
 EM1028'FOLLOWING IS A COMPLETE DESCRIPTION.
 EM1028'
 EM1028'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF THE TOWN
 EM1028'OF GOULD ON LAND OWNED BY J.E. WALLINGHAM, WHO LIVES ABOUT
 EM1028'0.5 MILE WEST OF THE STATION.  IT IS 38 FEET WEST OF THE EAST
 EM1028'EDGE OF THE RIDGE AND 82 FEET EAST OF FENCE CORNER.  IT IS
 EM1028'STAMPED GOULD 1923 AND PROJECTS 3 INCHES.
 EM1028'
 EM1028'REFERENCE MARK NO 1 IS SOUTH OF THE STATION SET IN THE BEDROCK
 EM1028'OUTCROPPING, 20 FEET NORTH OF THE SOUTH EDGE OF THE ROCK
 EM1028'OUTCROPPING.  IT IS STAMPED GOULD NO 1 1923 AND SET FLUSH
 EM1028'WITH THE ROCK SURFACE.
 EM1028'
 EM1028'REFERENCE MARK NO 3 IS NORTHEAST OF THE STATION, SET IN BEDROCK
 EM1028'OUTCROPPING AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 EM1028'STATION.  IT IS STAMPED GOULD NO 3 1923 AND SET FLUSH WITH
 EM1028'THE ROCK SURFACE.
 EM1028'
 EM1028'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH-SOUTHEAST OF THE
 EM1028'STATION, 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 62
 EM1028'UNDER EAST-WEST FENCE LINE AND 1 FOOT EAST OF WITNESS POST.
 EM1028'IT IS STAMPED GOULD 1923 RESET 1948 AND PROJECTS 5 INCHES.
 EM1028'TO REACH FROM THE WATER TANK IN GOULD, GO EAST ON U.S. HIGHWAY
 EM1028'62 FOR 0.5 MILE TO THE MARK AS DESCRIBED ON THE SOUTH SIDE
 EM1028'OF THE ROAD.
 EM1028'
 EM1028'TO REACH THE STATION FROM THE WATER TANK IN GOULD, GO WEST
 EM1028'ON U.S. HIGHWAY 62 TO THE FIRST STREET NORTH, TURN NORTH AND
 EM1028'CROSS RAILROAD TRACKS TO DRIVEWAY LEADING UP TO LARGE WHITE
 EM1028'HOUSE TO THE EAST, TURN RIGHT AND FOLLOW DRIVEWAY EAST PASSING
 EM1028'ON THE SOUTH SIDE OF HOUSE TO TWO LARGE IRON GATES, PASS
 EM1028'THROUGH GATE AND FOLLOW TRACK ROAD EAST THROUGH LANE, THENCE
 EM1028'LEFT CROSSING SMALL DITCH AND UP HILL TO GATE INTO GRAIN
 EM1028'FIELD, TURN SHARP RIGHT UP SMALL HILL JUST BEFORE REACHING
 EM1028'GATE INTO GRAIN FIELD, THENCE LEFT IN A NORTHEASTERLY
 EM1028'DIRECTION AROUND SOUTH SIDE OF FENCE LINE, CONTINUE AROUND
 EM1028'FENCE LINE TO THE FENCE CORNER AND STATION JUST EAST OF
 EM1028'CORNER AS DESCRIBED.  A DISTANCE OF ABOUT 0.75 MILE FROM THE
 EM1028'WATER TANK.
 EM1028'
 EM1028'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 EM1028'
 EM1028'A 4 FOOT SIGNAL AT STATION LEBOS IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'A 4 FOOT SIGNAL AT STATION DAY 1923 IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'A 74 FOOT SIGNAL AT STATION KERBO IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'A 4 FOOT SIGNAL AT STATION RUSSELL IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'AN 87 FOOT SIGNAL AT STATION QUARRY IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'A 74 FOOT SIGNAL AT STATION DUKE IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'A 4 FOOT SIGNAL AT STATION ELDORADO 1923 IS VISIBLE AT 4 FEET
 EM1028'
 EM1028'A 4 FOOT SIGNAL AT STATION LOONEY IS VISIBLE AT 4 FEET
 EM1028
 EM1028                          STATION RECOVERY (1961)
 EM1028
 EM1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1028'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 EM1028'GOOD CONDITION.  THE DIRECTION TO ALL MARKS CHECKED, A DIFFERENCE
 EM1028'IN THE DISTANCE TO THE REFERENCE MARKS WAS FOUND.
 EM1028'
 EM1028'A NEW DESCRIPTION FOLLOWS.
 EM1028'
 EM1028'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF GOULD, ON
 EM1028'A SMALL HILL WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY
 EM1028'AND ON LAND OWNED BY MR. CARL PUTNAM.
 EM1028'
 EM1028'TO REACH THE STATION FROM THE POST OFFICE IN GOULD, GO EAST
 EM1028'ON U.S. HIGHWAY 62 FOR 0.25 MILE TO A CROSSROADS, (CONTINUE
 EM1028'AHEAD FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT), TURN
 EM1028'LEFT AND GO NORTH FOR 0.2 MILE TO A RAILROAD TRACKS, CONTINUE
 EM1028'NORTH FOR ABOUT 60 FEET TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 EM1028'EAST 0.1 MILE, PASSING TO THE RIGHT OF A FARM HOUSE TO A LARGE
 EM1028'IRON GATE, CONTINUE EASTERLY ON FARM ROAD 0.35 MILE TO A
 EM1028'LARGE WASH NEAR HIGHWAY, CROSS WASH AND GO EAST AND NORTHEAST
 EM1028'FOR 0.35 MILE TO A FENCE CORNER AND STATION ON THE RIGHT.
 EM1028'
 EM1028'THE STATION MARK IS A STANDARD DISK STAMPED GOULD 1923, SET
 EM1028'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 EM1028'IT IS 84 FEET EAST OF A FENCE CORNER.  A METAL WITNESS POST
 EM1028'WAS SET 3.9 FEET SOUTH OF THE MARK.
 EM1028'
 EM1028'R.M. 1 IS A STANDARD DISK STAMPED GOULD NO 1 1923, CEMENTED
 EM1028'IN A DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS 172 FEET SOUTH
 EM1028'OF FENCE CORNER, 114 FEET SOUTH OF WITNESS POST AND 7 FEET
 EM1028'NORTH OF SOUTH EDGE OF CUT BANK.
 EM1028'
 EM1028'R.M. 3 IS A STANDARD DISK STAMPED GOULD NO 3 1923, CEMENTED
 EM1028'IN A DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS 149 FEET EAST
 EM1028'OF FENCE CORNER AND 81 FEET NORTHEAST OF WITNESS POST.
 EM1028'
 EM1028'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOULD 1923 RESET
 EM1028'1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM1028'4 INCHES.  IT IS 51 FEET SOUTH OF THE CENTER OF HIGHWAY,
 EM1028'30 FEET EAST OF A TELEPHONE POLE AND 0.5 FOOT NORTH OF AN EAST
 EM1028'WEST FENCE.  A METAL WITNESS POST WAS SET 0.9 FOOT EAST OF
 EM1028'THE MARK.
 EM1028
 EM1028                          STATION RECOVERY (1963)
 EM1028
 EM1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1028'RECOVERED AS DESCRIBED IN 1961 AND ALL MARKS FOUND IN GOOD
 EM1028'CONDITION.  THE AZIMUTH MARK IS ON HIGHWAY RIGHT-OF-WAY
 EM1028'AS DESCRIBED ABOUT 0.8 MILE EAST FROM THE JUNCTION OF U.S.
 EM1028'HIGHWAY 62 AND STATE HIGHWAY 5 INSTEAD OF 0.95 MILE.
 EM1028
 EM1028                          STATION RECOVERY (1986)
 EM1028
 EM1028'RECOVERED 1986
 EM1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1031 ***********************************************************************
 EM1031  DESIGNATION -  GOULD MUNICIPAL TANK
 EM1031  PID         -  EM1031
 EM1031  STATE/COUNTY-  OK/HARMON
 EM1031  COUNTRY     -  US
 EM1031  USGS QUAD   -  GOULD (2018)
 EM1031
 EM1031                         *CURRENT SURVEY CONTROL
 EM1031  ______________________________________________________________________
 EM1031* NAD 83(1993) POSITION- 34 40 14.13105(N) 099 46 14.04307(W)   ADJUSTED
 EM1031  ______________________________________________________________________
 EM1031  GEOID HEIGHT    -        -27.910 (meters)                     GEOID18
 EM1031  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 EM1031  HORZ ORDER      -  THIRD
 EM1031
 EM1031.The horizontal coordinates were established by classical geodetic methods
 EM1031.and adjusted by the National Geodetic Survey in November 1994.
 EM1031
 EM1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1031.GEOID18 height accuracy estimate available here.
 EM1031
 EM1031.Click photographs - Photos may exist for this station.
 EM1031
 EM1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1031
 EM1031. The following values were computed from the NAD 83(1993) position.
 EM1031
 EM1031;                    North         East     Units Scale Factor Converg.
 EM1031;SPC OK S     -   149,756.516   437,741.597   MT  0.99993707   -1 00 18.0
 EM1031;SPC OK S     -   491,326.17  1,436,157.22   sFT  0.99993707   -1 00 18.0
 EM1031;UTM  14      - 3,836,784.018   429,403.055   MT  0.99966143   -0 26 18.1
 EM1031
 EM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2940336784(NAD 83)
 EM1031
 EM1031                          SUPERSEDED SURVEY CONTROL
 EM1031
 EM1031  NAD 83(1986)-  34 40 14.13633(N)    099 46 14.03601(W) AD(       ) 3
 EM1031  NAD 27      -  34 40 13.90300(N)    099 46 12.68400(W) AD(       ) 3
 EM1031
 EM1031.Superseded values are not recommended for survey control.
 EM1031
 EM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1031.See file dsdata.pdf to determine how the superseded data were derived.
 EM1031
 EM1031_MARKER: 53 = ELEVATED TANK
 EM1031
 EM1031  HISTORY     - Date     Condition        Report By
 EM1031  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM1031  HISTORY     - 1961     GOOD             CGS
 EM1031  HISTORY     - 1967     GOOD             CGS
 EM1031
 EM1031                          STATION DESCRIPTION
 EM1031
 EM1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1031'STATION IS LOCATED AT THE EAST LIMITS OF THE VILLAGE OF GOULD,
 EM1031'144 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND 69
 EM1031'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 62.  A SMALL BALL
 EM1031'AT THE APEX OF THE TANK AND 108 FEET ABOVE THE GROUND WAS THE
 EM1031'POINT LOCATED.
 EM1031
 EM1031                          STATION RECOVERY (1961)
 EM1031
 EM1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1031'THE STATION IS THE WATER TANK FOR THE CITY OF GOULD.  LOCATED AT
 EM1031'THE EAST EDGE OF THE CITY, IT IS A 4-LEGGED STEEL STRUCTURE
 EM1031'PAINTED SILVER.  IT HAS AN OVER-ALL HEIGHT OF 135 FEET AND THE
 EM1031'BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EM1031'
 EM1031'TO REACH THE STATION FROM THE POST OFFICE IN GOULD GO EAST ON
 EM1031'U.S. HIGHWAY 62 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 EM1031
 EM1031                          STATION RECOVERY (1967)
 EM1031
 EM1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1031'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH
 EM1031'HEMISPHERICAL BOTTOM ELEVATED TANK SUPPORTED BY 4 STEEL LEGS.  IT IS
 EM1031'LOCATED IN THE EAST EDGE OF GOULD, ABOUT 0.05 MILE EAST OF STATE
 EM1031'HIGHWAY 5 AND 60 FEET SOUTH OF U.S. HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0949 ***********************************************************************
 EL0949  DESIGNATION -  GRADY
 EL0949  PID         -  EL0949
 EL0949  STATE/COUNTY-  OK/JEFFERSON
 EL0949  COUNTRY     -  US
 EL0949  USGS QUAD   -  GRADY (2018)
 EL0949
 EL0949                         *CURRENT SURVEY CONTROL
 EL0949  ______________________________________________________________________
 EL0949* NAD 83(1993) POSITION- 34 02 52.25015(N) 097 41 54.54787(W)   ADJUSTED
 EL0949* NAVD 88 ORTHO HEIGHT -   283.1   (meters)      929.    (feet) VERTCON3
 EL0949  ______________________________________________________________________
 EL0949  GEOID HEIGHT    -        -25.679 (meters)                     GEOID18
 EL0949  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 EL0949  HORZ ORDER      -  FIRST
 EL0949
 EL0949.The horizontal coordinates were established by classical geodetic methods
 EL0949.and adjusted by the National Geodetic Survey in November 1994.
 EL0949
 EL0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0949
 EL0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0949.GEOID18 height accuracy estimate available here.
 EL0949
 EL0949.Click photographs - Photos may exist for this station.
 EL0949
 EL0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0949
 EL0949. The following values were computed from the NAD 83(1993) position.
 EL0949
 EL0949;                    North         East     Units Scale Factor Converg.
 EL0949;SPC OK S     -    79,298.178   627,839.110   MT  0.99997946   +0 10 16.1
 EL0949;SPC OK S     -   260,164.11  2,059,835.48   sFT  0.99997946   +0 10 16.1
 EL0949;SPC TXNC     - 2,264,346.729   674,007.234   MT  1.00002365   +0 26 13.7
 EL0949;SPC TXNC     - 7,428,944.23  2,211,305.40   sFT  1.00002365   +0 26 13.7
 EL0949;UTM  14      - 3,768,225.195   620,128.496   MT  0.99977789   +0 43 43.6
 EL0949
 EL0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0949!SPC OK S     -   0.99995959  x   0.99997946  =   0.99993906
 EL0949!SPC TXNC     -   0.99995959  x   1.00002365  =   0.99998324
 EL0949!UTM  14      -   0.99995959  x   0.99977789  =   0.99973749
 EL0949
 EL0949:                Primary Azimuth Mark                     Grid Az
 EL0949:SPC OK S     -  HOUSE N GABLE E OF STA GRADY             124 57 33.6
 EL0949:SPC TXNC     -  HOUSE N GABLE E OF STA GRADY             124 41 36.0
 EL0949:UTM  14      -  HOUSE N GABLE E OF STA GRADY             124 24 06.1
 EL0949
 EL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2012868225(NAD 83)
 EL0949
 EL0949|---------------------------------------------------------------------|
 EL0949| PID    Reference Object                     Distance      Geod. Az  |
 EL0949|                                                           dddmmss.s |
 EL0949| EL0951 HOUSE N GABLE E OF STA GRADY        APPROX. 7.5 KM 1250749.7 |
 EL0949| DN1376 NOCONA SCHOOLHOUSE                  APPROX.28.5 KM 1851334.9 |
 EL0949| DN1378 NOCONA BAPTIST CHURCH               APPROX.28.4 KM 1853021.1 |
 EL0949| CY1985 GRADY RM                            179.060 METERS 27701     |
 EL0949|---------------------------------------------------------------------|
 EL0949
 EL0949                          SUPERSEDED SURVEY CONTROL
 EL0949
 EL0949  NAD 83(1986)-  34 02 52.25446(N)    097 41 54.53596(W) AD(       ) 1
 EL0949  NAD 27      -  34 02 51.90370(N)    097 41 53.43260(W) AD(       ) 1
 EL0949  USSD        -  34 02 51.81300(N)    097 41 53.86500(W) AD(       ) 3
 EL0949  NGVD 29 (07/19/86)  283.0    (m)          928.     (f) VERT ANG       
 EL0949
 EL0949.Superseded values are not recommended for survey control.
 EL0949
 EL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0949.See file dsdata.pdf to determine how the superseded data were derived.
 EL0949
 EL0949_MARKER: N = NAIL
 EL0949_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EL0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0949
 EL0949  HISTORY     - Date     Condition        Report By
 EL0949  HISTORY     - 1902     MONUMENTED       CGS
 EL0949  HISTORY     - 1934     MARK NOT FOUND   CGS
 EL0949  HISTORY     - 1935     MARK NOT FOUND   CGS
 EL0949
 EL0949                          STATION DESCRIPTION
 EL0949
 EL0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EL0949'ABOUT 2 MILES NORTH AND 1 MILE WEST OF THE VILLAGE OF GRADY,
 EL0949'4 MILES NORTH OF THE RED RIVER, ON THE HIGHEST AND MOST
 EL0949'NORTHERLY PART OF A BARE RIDGE 3/8 MILE LONG RUNNING NORTH
 EL0949'AND SOUTH IN AN OPEN PRAIRIE, ON LAND CLAIMED BY THOMAS
 EL0949'GARDINER AND LEASED BY CALVIN DUGER.  SURFACE MARK IS A NAIL
 EL0949'IN THE CENTER OF A TERRA-COTTA PIPE 4 INCHES IN DIAMETER
 EL0949'AND 2 FEET LONG, FILLED WITH CONCRETE AND SET IN CONCRETE.
 EL0949'UNDERGROUND MARK IS FORTY PENNY WIRE NAIL IN A BLOCK OF
 EL0949'CEMENT 8 INCHES IN DIAMETER AND 5 INCHES DEEP PLACED 2-1/2
 EL0949'FEET BELOW THE SURFACE MARK.  REFERENCE MARK IS A NAIL IN
 EL0949'THE CENTER OF A TERRA-COTTA PIPE FILLED WITH CONCRETE AND
 EL0949'A BLOCK OF CONCRETE 1 FOOT IN DIAMETER.  IT IS 179.06
 EL0949'METERS (587.5 FEET) FROM THE STATION N 82 DEG 59 MIN 29 SEC W.
 EL0949'THE SECTION CORNER WEST OF THE STATION, IS
 EL0949'DISTANT 660.0 METERS (2,165 FEET) IN N 104 40 33 E
 EL0949'SEC W.
 EL0949
 EL0949                          STATION RECOVERY (1934)
 EL0949
 EL0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0949'THE STATION WAS NOT RECOVERED.  PIECES OF CONCRETE, SOME BEARING
 EL0949'IMPRINTS OF THE TILE WERE FOUND SCATTERED OVER THE SURFACE
 EL0949'OF QUITE A WIDE AREA.  PRODDING AND DIGGING THE MOST LIKEABLE
 EL0949'SPOTS FAILED TO LOCATE THE MARK.  THE REFERENCE MARK LOCATION
 EL0949'FALLS IN AN OLD CULTIVATED FIELD THAT HAS BEEN TERRACED AND
 EL0949'LATER TURNED TO PASTURE.  ONE PIECE OF CONCRETE WAS FOUND
 EL0949'IN THE APPROXIMATE REFERENCE MARK LOCATION.  THE SECTION
 EL0949'CORNER REFERRED TO WAS PROBABLY THE QUARTER-SECTION CORNER
 EL0949'COMMON TO SECTIONS 11 AND 14.  THE CORNER LOT WAS LOCATED.
 EL0949'THERE IS AN OLD ABANDONED ROAD AT THIS LOCATION.  HOUSE
 EL0949'EAST OF THE STATION IS GONE.
 EL0949'
 EL0949'THE STATION IS ABOUT 2 MILES NORTH AND 1 MILE WEST OF THE
 EL0949'TOWN OF GRADY, IN SECTION 11, T. 6 S., R. 5 W., IN THE SAME
 EL0949'SECTION AS AND SOUTHWEST OF OAK HILL SCHOOL, DISTRICT NO.
 EL0949'33, ON LAND OWNED BY SCOTT DENNIS.
 EL0949
 EL0949                          STATION RECOVERY (1935)
 EL0949
 EL0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL0949'STATION WAS SEARCHED FOR IN COMPANY OF THE FORMER OWNER,
 EL0949'MR. THOMAS GARDINER, BUT WAS NOT FOUND.  MR. GARDINER, WHO
 EL0949'OWNED THE PROPERTY WHEN THE STATION WAS ESTABLISHED, REPORTED
 EL0949'THAT THE REFERENCE MARK SET IN 1902 HAD BEEN DUG OUT WITHIN
 EL0949'A FEW YEARS AFTER BEING SET, BUT HE THOUGHT THE STATION
 EL0949'MARK WAS STILL IN THE GROUND, THOUGH HE HAD NOT SEEN IT FOR
 EL0949'MANY YEARS.  THE PRESENT OWNER HAD NEVER SEEN IT AT ALL.
 EL0949'THE SECTION CORNER REFERRED TO IN THE ORIGINAL DESCRIPTION
 EL0949'AS BEING DISTANT 660.0 METERS (2,165 FEET) IN N 104 40 33 E
 EL0949'FROM STATION, COULD NOT BE FOUND.  FROM AN
 EL0949'APPROXIMATE LOCATION OF THIS CORNER, A LINE WAS RUN TO
 EL0949'GRADY STATION SITE.  CONSIDERABLE PRODDING WAS DONE AND
 EL0949'SOME DIGGING, BUT THE STATION WAS NOT RECOVERED.  THE OLD
 EL0949'SURFACE MARK HAS BEEN DESTROYED.  IT IS THOUGHT THAT
 EL0949'THE UNDERGROUND MARK IS STILL IN ITS ORIGINAL POSITION
 EL0949'AND CAN BE RECOVERED, IF A NEW STATION IS LOCATED ON THIS
 EL0949'HILL.
 EL0949'
 EL0949'THE HILL ON WHICH THE STATION WAS LOCATED IS NOW OWNED BY
 EL0949'MR. DENNIS KING AND THE BEST ROUTE TO REACH IT IS BY MR.
 EL0949'KINGS HOME.  THIS IS ABOUT 2 MILES NORTH AND ABOUT 1/2 MILE
 EL0949'WEST OF GRADY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1005 ***********************************************************************
 GH1005  DESIGNATION -  GRAIN
 GH1005  PID         -  GH1005
 GH1005  STATE/COUNTY-  OK/OSAGE
 GH1005  COUNTRY     -  US
 GH1005  USGS QUAD   -  GRAINOLA (2018)
 GH1005
 GH1005                         *CURRENT SURVEY CONTROL
 GH1005  ______________________________________________________________________
 GH1005* NAD 83(1997) POSITION- 36 59 03.14517(N) 096 38 47.66076(W)   ADJUSTED
 GH1005* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 GH1005  ______________________________________________________________________
 GH1005  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 GH1005  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 GH1005  HORZ ORDER      -  FIRST
 GH1005
 GH1005.The horizontal coordinates were established by classical geodetic methods
 GH1005.and adjusted by the National Geodetic Survey in October 1998.
 GH1005
 GH1005.The orthometric height was scaled from a topographic map.
 GH1005
 GH1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1005.GEOID18 height accuracy estimate available here.
 GH1005
 GH1005.Click photographs - Photos may exist for this station.
 GH1005
 GH1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1005
 GH1005. The following values were computed from the NAD 83(1997) position.
 GH1005
 GH1005;                    North         East     Units Scale Factor Converg.
 GH1005;SPC OK N     -   221,005.241   720,497.514   MT  1.00004693   +0 47 55.4
 GH1005;SPC OK N     -   725,081.36  2,363,832.26   sFT  1.00004693   +0 47 55.4
 GH1005;UTM  14      - 4,095,709.155   709,458.445   MT  1.00014050   +1 24 58.8
 GH1005
 GH1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1005!SPC OK N     -   0.99994398  x   1.00004693  =   0.99999091
 GH1005!UTM  14      -   0.99994398  x   1.00014050  =   1.00008447
 GH1005
 GH1005:                Primary Azimuth Mark                     Grid Az
 GH1005:SPC OK N     -  GRAIN AZ MK                              215 21 42.0
 GH1005:UTM  14      -  GRAIN AZ MK                              214 44 38.6
 GH1005
 GH1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0945895709(NAD 83)
 GH1005
 GH1005|---------------------------------------------------------------------|
 GH1005| PID    Reference Object                     Distance      Geod. Az  |
 GH1005|                                                           dddmmss.s |
 GH1005| GH1004 GARRY                                26.422 METERS 01530     |
 GH1005| CI1049 GRAIN RM 1                           26.564 METERS 01718     |
 GH1005| GH1000 K S ADAMS RANCH WATER TANK          APPROX. 9.3 KM 1150833.7 |
 GH1005| CI1050 GRAIN RM 2                           30.946 METERS 14735     |
 GH1005| CI1048 GRAIN AZ MK                                        2160937.4 |
 GH1005|---------------------------------------------------------------------|
 GH1005
 GH1005                          SUPERSEDED SURVEY CONTROL
 GH1005
 GH1005  NAD 83(1993)-  36 59 03.14375(N)    096 38 47.65768(W) AD(       ) 1
 GH1005  NAD 83(1986)-  36 59 03.15829(N)    096 38 47.64998(W) AD(       ) 1
 GH1005  NAD 27      -  36 59 03.03535(N)    096 38 46.57510(W) AD(       ) 1
 GH1005
 GH1005.Superseded values are not recommended for survey control.
 GH1005
 GH1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1005.See file dsdata.pdf to determine how the superseded data were derived.
 GH1005
 GH1005_MARKER: DS = TRIANGULATION STATION DISK
 GH1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1005_STAMPING: GRAIN 1962
 GH1005_MARK LOGO: CGS
 GH1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1005+STABILITY: SURFACE MOTION
 GH1005
 GH1005  HISTORY     - Date     Condition        Report By
 GH1005  HISTORY     - 1962     MONUMENTED       CGS
 GH1005
 GH1005                          STATION DESCRIPTION
 GH1005
 GH1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GH1005'STATION IS ON A BARE KNOLL IN PASTURE LAND, ABOUT 3-1/4
 GH1005'MILES NORTH OF GRAINOLA, 1-1/4 MILES SOUTH OF THE KANSAS-OKLAHOMA
 GH1005'STATE LINE AND 0.3 MILE EAST OF STATE HIGHWAY 18.
 GH1005'
 GH1005'TO REACH THE STATION FROM A CROSSROAD JUST EAST OF THE POST
 GH1005'OFFICE IN GRAINOLA, GO NORTH ON STATE HIGHWAY 18 FOR 2.7
 GH1005'MILES TO THE JIM OLSON HOME ON THE LEFT AND A SIDE ROAD
 GH1005'RIGHT.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.05 MILE
 GH1005'TO A WIRE GATE JUST SOUTH OF A BARN.  PASS THROUGH GATE AND
 GH1005'CONTINUE ON TRACK ROAD, NORTHEAST, FOR 0.15 MILE.  TO REACH
 GH1005'THE AZIMUTH MARK TURN LEFT AND GO WEST ACROSS COUNTRY FOR
 GH1005'0.1 MILE TO A WIRE FENCE AND THE MARK.  CONTINUE NORTHEAST
 GH1005'ON TRACK ROAD FOR 0.35 MILE TO THE TOP OF THE KNOLL AND
 GH1005'THE STATION.
 GH1005'
 GH1005'STATION MARK IS A STANDARD DISK, STAMPED GRAIN 1962, SET
 GH1005'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 GH1005'INCHES.  IT IS 74 FEET WEST OF THE CENTERLINE OF A TRACK
 GH1005'ROAD.
 GH1005'
 GH1005'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAIN NO 1 1962,
 GH1005'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH1005'1 INCH.  IT IS 83 FEET WEST OF THE CENTERLINE OF THE TRACK
 GH1005'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH1005'
 GH1005'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAIN NO 2 1962,
 GH1005'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH1005'THE SURROUNDING SURFACE.  IT IS 12 FEET EAST OF THE CENTERLINE
 GH1005'OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH1005'
 GH1005'GARRY (P.P.CO.) IS A PHILLIPS PETROLEUM COMPANY SURVEY MARKER,
 GH1005'STAMPED P.P. CO. GARRY.  IT IS A METAL CAP BRADDED TO THE
 GH1005'TOP OF A 2 INCH IRON PIPE PROJECTING 15 INCHES.  IT IS 85
 GH1005'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT THE
 GH1005'SAME ELEVATION AS THE STATION.
 GH1005'
 GH1005'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAIN 1962, SET
 GH1005'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 7
 GH1005'INCHES.  IT IS 52 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GH1005'18, 1.5 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 1 FOOT
 GH1005'EAST OF A WIRE FENCE.
 GH1005'
 GH1005'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0731 ***********************************************************************
 EM0731  DESIGNATION -  GRAND
 EM0731  PID         -  EM0731
 EM0731  STATE/COUNTY-  OK/TILLMAN
 EM0731  COUNTRY     -  US
 EM0731  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0731
 EM0731                         *CURRENT SURVEY CONTROL
 EM0731  ______________________________________________________________________
 EM0731* NAD 83(1993) POSITION- 34 18 01.72350(N) 098 43 53.67903(W)   ADJUSTED
 EM0731* NAVD 88 ORTHO HEIGHT -   324.23  (+/-2cm)     1063.7   (feet) VERTCON3
 EM0731  ______________________________________________________________________
 EM0731  GEOID HEIGHT    -        -27.124 (meters)                     GEOID18
 EM0731  LAPLACE CORR    -          4.01  (seconds)                    DEFLEC18
 EM0731  HORZ ORDER      -  SECOND
 EM0731  VERT ORDER      -  THIRD ? (See Below)
 EM0731
 EM0731.The horizontal coordinates were established by classical geodetic methods
 EM0731.and adjusted by the National Geodetic Survey in November 1994.
 EM0731
 EM0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0731
 EM0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0731.GEOID18 height accuracy estimate available here.
 EM0731
 EM0731.The vertical order pertains to the NGVD 29 superseded value.
 EM0731
 EM0731.Click photographs - Photos may exist for this station.
 EM0731
 EM0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0731
 EM0731. The following values were computed from the NAD 83(1993) position.
 EM0731
 EM0731;                    North         East     Units Scale Factor Converg.
 EM0731;SPC OK S     -   107,522.863   532,656.357   MT  0.99994813   -0 24 54.9
 EM0731;SPC OK S     -   352,764.59  1,747,556.73   sFT  0.99994813   -0 24 54.9
 EM0731;UTM  14      - 3,795,505.888   524,700.647   MT  0.99960752   +0 09 04.6
 EM0731
 EM0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0731!SPC OK S     -   0.99995336  x   0.99994813  =   0.99990150
 EM0731!UTM  14      -   0.99995336  x   0.99960752  =   0.99956090
 EM0731
 EM0731:                Primary Azimuth Mark                     Grid Az
 EM0731:SPC OK S     -  GRAND AZ MK                              357 47 51.0
 EM0731:UTM  14      -  GRAND AZ MK                              357 13 51.5
 EM0731
 EM0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2470095505(NAD 83)
 EM0731
 EM0731|---------------------------------------------------------------------|
 EM0731| PID    Reference Object                     Distance      Geod. Az  |
 EM0731|                                                           dddmmss.s |
 EM0731| CX8186 GRAND RM 1                           14.014 METERS 18023     |
 EM0731| CX8187 GRAND RM 2                           19.660 METERS 28130     |
 EM0731| CX8185 GRAND AZ MK                                        3572256.1 |
 EM0731|---------------------------------------------------------------------|
 EM0731
 EM0731                          SUPERSEDED SURVEY CONTROL
 EM0731
 EM0731  NAD 83(1986)-  34 18 01.72859(N)    098 43 53.66470(W) AD(       ) 2
 EM0731  NAD 27      -  34 18 01.41300(N)    098 43 52.43300(W) AD(       ) 2
 EM0731  NGVD 29             324.12   (m)         1063.4    (f) LEVELING    3  
 EM0731
 EM0731.Superseded values are not recommended for survey control.
 EM0731
 EM0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0731.See file dsdata.pdf to determine how the superseded data were derived.
 EM0731
 EM0731_MARKER: DS = TRIANGULATION STATION DISK
 EM0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0731_STAMPING: GRAND 1948
 EM0731_MARK LOGO: CGS
 EM0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0731+STABILITY: SURFACE MOTION
 EM0731
 EM0731  HISTORY     - Date     Condition        Report By
 EM0731  HISTORY     - 1948     MONUMENTED       CGS
 EM0731  HISTORY     - 1963     GOOD             CGS
 EM0731  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EM0731
 EM0731                          STATION DESCRIPTION
 EM0731
 EM0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CIA)
 EM0731'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF GRANDFIELD, ABOUT 2
 EM0731'MILES EAST OF LOVELAND AND IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH
 EM0731'SECTION LINE ROAD.  IT IS SET 25 FEET EAST OF THE CENTER OF THE ROAD,
 EM0731'5 FEET NORTH OF A REFERENCE POST AND 3 FEET WEST OF THE FENCE LINE.
 EM0731'THE DISK IS STAMPED GRAND 1948 AND PROJECTS 2 INCHES.
 EM0731'
 EM0731'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 EM0731'WEST OF THE FENCE LINE.  THE DISK IS STAMPED GRAND NO 1 1948 AND
 EM0731'PROJECTS 2 INCHES.
 EM0731'
 EM0731'REFERENCE MARK NO. 2 IS SET ACROSS THE ROAD FROM THE STATION, AT A
 EM0731'FENCE CORNER, 3 FEET SOUTH OF A TELEPHONE POLE.  THE DISK IS STAMPED
 EM0731'GRAND NO 2 1948 AND PROJECTS 3 INCHES.
 EM0731'
 EM0731'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH OF THE STATION, 23 FEET
 EM0731'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET EAST OF A REFERENCE
 EM0731'POST AND 1 FOOT SOUTH OF THE FENCE LINE.  THE DISK IS STAMPED GRAND
 EM0731'1948 AND PROJECTS 4 INCHES.
 EM0731'
 EM0731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EM0731'ROUTE 36 IN NORTHEAST EDGE OF GRANDFIELD, GO NORTH ON STATE ROUTE 36
 EM0731'FOR 5.2 MILES TO CROSS ROAD, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 EM0731'2.95 MILES TO A FORK, TAKE LEFT FORK ACROSS BRIDGE AND GO 0.1 MILE TO
 EM0731'A T-ROAD AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT AND GO SOUTH FOR
 EM0731'0.3 MILE TO A HOUSE ON THE RIGHT AND THE STATION ON THE LEFT AS
 EM0731'DESCRIBED.
 EM0731'
 EM0731'A 47 FOOT SIGNAL AT LOVELAND IS VISIBLE AT 4 FEET.
 EM0731'
 EM0731'A 74 FOOT SIGNAL AT GRANDFIELD 1923 IS VISIBLE AT 4 FEET.
 EM0731'
 EM0731'A 47 FOOT SIGNAL AT BURKE 1923 IS VISIBLE AT 4 FEET.
 EM0731
 EM0731                          STATION RECOVERY (1963)
 EM0731
 EM0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0731'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, THE STATION
 EM0731'IS IN THE NORTHWEST 1/4 OF SEC. 13, T3S, R15W.
 EM0731'
 EM0731'AZIMUTH MARK IS LOCATED AT THE T-ROAD INTERSECTION ABOUT 0.3 MILE
 EM0731'NORTH OF THE STATION, 23 FEET NORTH FROM THE CENTER OF THE ROAD, 10
 EM0731'FEET WEST FROM THE CENTER OF A DRIVEWAY INTO FIELD AND 4 FEET SOUTH OF
 EM0731'A POWER LINE POLE.
 EM0731'
 EM0731'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0731
 EM0731                          STATION RECOVERY (1986)
 EM0731
 EM0731'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0715 ***********************************************************************
 EL0715  DESIGNATION -  GRAND
 EL0715  PID         -  EL0715
 EL0715  STATE/COUNTY-  OK/COAL
 EL0715  COUNTRY     -  US
 EL0715  USGS QUAD   -  LULA (2018)
 EL0715
 EL0715                         *CURRENT SURVEY CONTROL
 EL0715  ______________________________________________________________________
 EL0715* NAD 83(1993) POSITION- 34 40 12.89010(N) 096 29 07.73666(W)   ADJUSTED
 EL0715* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 EL0715  ______________________________________________________________________
 EL0715  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 EL0715  LAPLACE CORR    -         -6.33  (seconds)                    DEFLEC18
 EL0715  HORZ ORDER      -  SECOND
 EL0715
 EL0715.The horizontal coordinates were established by classical geodetic methods
 EL0715.and adjusted by the National Geodetic Survey in November 1994.
 EL0715
 EL0715.The orthometric height was scaled from a topographic map.
 EL0715
 EL0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0715.GEOID18 height accuracy estimate available here.
 EL0715
 EL0715.Click photographs - Photos may exist for this station.
 EL0715
 EL0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0715
 EL0715. The following values were computed from the NAD 83(1993) position.
 EL0715
 EL0715;                    North         East     Units Scale Factor Converg.
 EL0715;SPC OK S     -   149,336.451   738,795.951   MT  0.99993707   +0 51 34.8
 EL0715;SPC OK S     -   489,948.01  2,423,866.38   sFT  0.99993707   +0 51 34.8
 EL0715;UTM  14      - 3,839,352.759   730,396.895   MT  1.00025432   +1 25 51.7
 EL0715
 EL0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0715!SPC OK S     -   0.99996590  x   0.99993707  =   0.99990298
 EL0715!UTM  14      -   0.99996590  x   1.00025432  =   1.00022021
 EL0715
 EL0715:                Primary Azimuth Mark                     Grid Az
 EL0715:SPC OK S     -  GRAND AZ MK                              176 14 57.4
 EL0715:UTM  14      -  GRAND AZ MK                              175 40 40.5
 EL0715
 EL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3039639352(NAD 83)
 EL0715
 EL0715|---------------------------------------------------------------------|
 EL0715| PID    Reference Object                     Distance      Geod. Az  |
 EL0715|                                                           dddmmss.s |
 EL0715| CY1988 GRAND RM 1                           18.459 METERS 01233     |
 EL0715| CY1989 GRAND RM 2                           12.884 METERS 10723     |
 EL0715| CY1987 GRAND AZ MK                                        1770632.2 |
 EL0715|---------------------------------------------------------------------|
 EL0715
 EL0715                          SUPERSEDED SURVEY CONTROL
 EL0715
 EL0715  NAD 83(1986)-  34 40 12.89284(N)    096 29 07.72794(W) AD(       ) 2
 EL0715  NAD 27      -  34 40 12.56510(N)    096 29 06.71630(W) AD(       ) 2
 EL0715
 EL0715.Superseded values are not recommended for survey control.
 EL0715
 EL0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0715.See file dsdata.pdf to determine how the superseded data were derived.
 EL0715
 EL0715_MARKER: DS = TRIANGULATION STATION DISK
 EL0715_SETTING: 66 = SET IN ROCK OUTCROP
 EL0715_STAMPING: GRAND 1955
 EL0715_MARK LOGO: CGS
 EL0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0715+STABILITY: POSITION/ELEVATION WELL
 EL0715
 EL0715  HISTORY     - Date     Condition        Report By
 EL0715  HISTORY     - 1955     MONUMENTED       CGS
 EL0715
 EL0715                          STATION DESCRIPTION
 EL0715
 EL0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0715'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTHEAST OF ADA,
 EL0715'6.0 MILES NORTHWEST OF TUPELO AND 2.5 MILES NORTHEAST
 EL0715'OF STONEWALL ON SOME HIGH GROUND IN A FARM YARD, 75 FEET
 EL0715'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE AND 43 FEET WEST
 EL0715'OF A GARAGE.  IT IS STAMPED GRAND 1955.
 EL0715'
 EL0715'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE HOUSE AND 25
 EL0715'FEET SOUTH OF AN OLD SHED AND IS STAMPED GRAND NO 1 1955.
 EL0715'
 EL0715'REFERENCE MARK NO. 2 IS 2 FEET WEST OF THE SOUTHWEST CORNER
 EL0715'OF THE GARAGE AND IS STAMPED GRAND NO 2 1955.
 EL0715'
 EL0715'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 76.7 FEET.
 EL0715'
 EL0715'THE AZIMUTH MARK IS IN A PASTURE ON THE NORTH SLOPE OF A HILL
 EL0715'JUST NORTH OF A LARGE PILE OF BOULDERS, 215 FEET WEST OF A
 EL0715'DIRT ROAD AND 210 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 EL0715'IT IS STAMPED GRAND 1955.
 EL0715'
 EL0715'TO REACH THE STATION FROM THE POST OFFICE IN STONEWALL, GO
 EL0715'EAST AND SOUTHEAST ON STATE HIGHWAY 3 FOR 1.0 MILE TO A SIDE
 EL0715'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON DIRT ROAD FOR 1.8
 EL0715'MILES TO A T INTERSECTION.  TURN LEFT AND GO NORTH FOR 0.9
 EL0715'MILE TO A CATTLE GUARD ON THE LEFT, TURN LEFT THROUGH CATTLE
 EL0715'GUARD AND GO WEST FOR 0.4 MILE TO A POINT WHERE ROAD CURVES
 EL0715'RIGHT AND A GATE IN AN EAST-WEST FENCE LINE.  (AZIMUTH MARK
 EL0715'IS JUST SOUTHWEST NEAR PILE OF BOULDERS.) PASS THROUGH GATE
 EL0715'AND GO NORTH FOR 0.35 MILE TO STATION JUST SOUTHWEST OF FARM
 EL0715'HOUSE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1044 ***********************************************************************
 FH1044  DESIGNATION -  GRAND
 FH1044  PID         -  FH1044
 FH1044  STATE/COUNTY-  OK/CHEROKEE
 FH1044  COUNTRY     -  US
 FH1044  USGS QUAD   -  FORT GIBSON DAM (2019)
 FH1044
 FH1044                         *CURRENT SURVEY CONTROL
 FH1044  ______________________________________________________________________
 FH1044* NAD 83(1993) POSITION- 35 50 45.09849(N) 095 11 45.94449(W)   ADJUSTED
 FH1044* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 FH1044  ______________________________________________________________________
 FH1044  GEOID HEIGHT    -        -29.276 (meters)                     GEOID18
 FH1044  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 FH1044  HORZ ORDER      -  FIRST
 FH1044
 FH1044.The horizontal coordinates were established by classical geodetic methods
 FH1044.and adjusted by the National Geodetic Survey in November 1994.
 FH1044
 FH1044.The orthometric height was scaled from a topographic map.
 FH1044
 FH1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1044.GEOID18 height accuracy estimate available here.
 FH1044
 FH1044.Click photographs - Photos may exist for this station.
 FH1044
 FH1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1044
 FH1044. The following values were computed from the NAD 83(1993) position.
 FH1044
 FH1044;                    North         East     Units Scale Factor Converg.
 FH1044;SPC OK N     -    97,507.732   853,256.331   MT  0.99996107   +1 39 17.0
 FH1044;SPC OK N     -   319,906.62  2,799,391.81   sFT  0.99996107   +1 39 17.0
 FH1044;UTM  15      - 3,969,078.828   301,671.280   MT  1.00008471   -1 17 11.3
 FH1044
 FH1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1044!SPC OK N     -   0.99995718  x   0.99996107  =   0.99991825
 FH1044!UTM  15      -   0.99995718  x   1.00008471  =   1.00004188
 FH1044
 FH1044:                Primary Azimuth Mark                     Grid Az
 FH1044:SPC OK N     -  LOOKOUT                                  146 01 30.5
 FH1044:UTM  15      -  LOOKOUT                                  148 57 58.8
 FH1044
 FH1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0167169078(NAD 83)
 FH1044
 FH1044|---------------------------------------------------------------------|
 FH1044| PID    Reference Object                     Distance      Geod. Az  |
 FH1044|                                                           dddmmss.s |
 FH1044| FH1045 LOOKOUT                             APPROX. 9.3 KM 1474047.5 |
 FH1044| CI1484 GRAND RM 1                           23.253 METERS 17822     |
 FH1044| CI1485 GRAND RM 2                           91.265 METERS 26303     |
 FH1044| CI1483 GRAND AZ MK                                        3343504.3 |
 FH1044|---------------------------------------------------------------------|
 FH1044
 FH1044                          SUPERSEDED SURVEY CONTROL
 FH1044
 FH1044  NAD 83(1986)-  35 50 45.11810(N)    095 11 45.92648(W) AD(       ) 1
 FH1044  NAD 27      -  35 50 44.76300(N)    095 11 45.07600(W) AD(       ) 1
 FH1044
 FH1044.Superseded values are not recommended for survey control.
 FH1044
 FH1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1044.See file dsdata.pdf to determine how the superseded data were derived.
 FH1044
 FH1044_MARKER: DS = TRIANGULATION STATION DISK
 FH1044_SETTING: 66 = SET IN ROCK OUTCROP
 FH1044_STAMPING: GRAND 1940
 FH1044_MARK LOGO: CGS
 FH1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1044+STABILITY: POSITION/ELEVATION WELL
 FH1044
 FH1044  HISTORY     - Date     Condition        Report By
 FH1044  HISTORY     - 1940     MONUMENTED       CGS
 FH1044  HISTORY     - 1960     GOOD             CGS
 FH1044
 FH1044                          STATION DESCRIPTION
 FH1044
 FH1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1044'STATION IS LOCATED ABOUT 4-1/2 MILES NE OF FORT GIBSON.  IT
 FH1044'IS ON THE HIGHEST PART OF A PARTIALLY TIMBERED RIDGE WHICH
 FH1044'IS LOCALLY KNOWN AS TUCKERS KNOB.  IT IS ABOUT 125 FEET
 FH1044'N OF A CLEARED FIELD AND ABOUT 0.25 MILE SE OF A SHACK OCCUPIED
 FH1044'BY C.H. PIERCEFIELD.
 FH1044'
 FH1044'STATION MARK IS A STANDARD BRONZE DISK SET IN A 10-FOOT
 FH1044'SQUARE SLAB OF BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 FH1044'GRAND 1940.  THERE IS A WHITE REFERENCE POST SET IN A CAIRN
 FH1044'20 FEET NW OF THE STATION AND A TRIANGLE BLAZE ON A 24-INCH
 FH1044'OAK TREE IS 21 FEET E OF THE STATION.
 FH1044'
 FH1044'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 FH1044'ABOUT 50 FEET N OF A CLEARED FIELD, A STANDARD DISK SET IN
 FH1044'A SLAB OF BEDROCK ABOUT 8 BY 10 FEET IN SIZE, FLUSH WITH
 FH1044'THE GROUND.  IT IS STAMPED GRAND NO.1, 1940.  REFERENCE MARK
 FH1044'NO.2 IS A STANDARD DISK SET IN A MASSIVE BOULDER ABOUT 15
 FH1044'BY 20 FEET IN SIZE, THE TOP OF WHICH PROJECTS ABOUT 2-1/2
 FH1044'FEET, IS AT ABOUT THE SAME ELEVATION AS THE STATION, AND 40
 FH1044'FEET E OF A DIM TRACK ROAD.  IT IS STAMPED GRAND NO.2, 1940.
 FH1044'
 FH1044'THE AZIMUTH MARK IS 0.1 MILE NW OF THE STATION, 10 FEET
 FH1044'E OF DIM TRACK ROAD AND 25 YARDS N OF AN OLD WELL AND A
 FH1044'CLUMP OF PLUM TREES.  IT IS A STANDARD DISK SET IN A BOULDER
 FH1044'ABOUT 5 BY 10 FEET IN SIZE FLUSH WITH THE GROUND, STAMPED
 FH1044'GRAND 1940.  THERE IS A WHITE REFERENCE POST 6 FEET E OF
 FH1044'THE MARK.
 FH1044'
 FH1044'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ACROSS OLD
 FH1044'FIELD FOR 0.1 MILE TO OLD WELL AND PLUM TREES MENTIONED ABOVE.
 FH1044'
 FH1044'TO REACH THE STATION FROM THE MAIN STREET INTERSECTION IN
 FH1044'FORT GIBSON GO E ON U.S. HIGHWAY 62 FOR 1.95 MILES TO A
 FH1044'GRADED DIRT ROAD LEADING N.  TURN N AND GO 2.45 MILES TO
 FH1044'A FORK AT THE TOP OF A HILL JUST S OF A WHITE SCHOOLHOUSE.  TURN
 FH1044'RIGHT AND FOLLOW TRACK ROAD SE ALONG TOP OF RIDGE FOR 1.6
 FH1044'MILES TO FORK AND TRIANGLE BLAZE ON AN OAK TREE ON THE RIGHT.
 FH1044'TAKE DIM RIGHT FORK AND GO 0.25 MILE TO POINT WHERE THE
 FH1044'ROAD BEARS LEFT ACROSS OLD FIELD.  THE STATION IS IN EDGE
 FH1044'OF WOODS ON RIGHT.
 FH1044'
 FH1044'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1044
 FH1044                          STATION RECOVERY (1960)
 FH1044
 FH1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1044'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1044'THE STATION MARK IS ON A TIMBERED RIDGE AND IS ABOUT MIDWAY
 FH1044'BETWEEN TOW ROADS.  R.M. NO. 1 IS SOUTH OF THE STATION AND
 FH1044'IS ABOUT THE SAME ELEVATION.  R.M. NO. 2 IS IN THE LARGEST
 FH1044'ROCK ABOUT 300 FEET WEST OF THE STATION AND IS 5 FEET SOUTH
 FH1044'OF THE NORTH SIDE AND 4 FEET EAST OF THE WEST SIDE OF THE
 FH1044'ROCK.  THIS MARK IS LOWER THAN THE STATION.
 FH1044'
 FH1044'TO REACH FROM FORT GIBSON, FROM THE JUNCTION OF U.S. HIGHWAY
 FH1044'62 AND STATE HIGHWAY 80, GO EAST ON U.S. 62 FOR 4.0 MILES
 FH1044'TO CROSSROADS, TURN LEFT AND GO NORTH FOR 3.75 MILES TO A
 FH1044'SIDE ROAD LEFT WHERE MAIN ROAD TURNS RIGHT, TURN LEFT AND
 FH1044'GO WEST AND SOUTH ON TRACK ROAD FOR 0.75 MILE TO AN OLD
 FH1044'LOG HOUSE ON THE LEFT, CONTINUE SOUTHWEST AND WEST ON OLD
 FH1044'ROAD FOR 0.55 MILE TO FORKS.  THE STATION IS ABOUT 75 YARDS
 FH1044'TO THE NORTHWEST AND ABOUT MIDWAY BETWEEN THE TWO ROADS.
 FH1044'TO REACH AZIMUTH MARK FROM FORKS TAKE RIGHT FORK FOR 0.15
 FH1044'MILE TO THE MARK ON THE RIGHT.  IT IS ABOUT 50 YARDS
 FH1044'NORTHWEST OF THE CURVE AT THE NORTHWEST EDGE OF CLEARING AND
 FH1044'13 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0760 ***********************************************************************
 EM0760  DESIGNATION -  GRANDFIELD
 EM0760  PID         -  EM0760
 EM0760  STATE/COUNTY-  OK/TILLMAN
 EM0760  COUNTRY     -  US
 EM0760  USGS QUAD   -  GRANDFIELD (2018)
 EM0760
 EM0760                         *CURRENT SURVEY CONTROL
 EM0760  ______________________________________________________________________
 EM0760* NAD 83(1993) POSITION- 34 13 15.31969(N) 098 40 47.14574(W)   ADJUSTED
 EM0760* NAVD 88 ORTHO HEIGHT -   351.99  (+/-2cm)     1154.8   (feet) VERTCON3
 EM0760  ______________________________________________________________________
 EM0760  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 EM0760  LAPLACE CORR    -          3.88  (seconds)                    DEFLEC18
 EM0760  HORZ ORDER      -  SECOND
 EM0760  VERT ORDER      -  THIRD ? (See Below)
 EM0760
 EM0760.The horizontal coordinates were established by classical geodetic methods
 EM0760.and adjusted by the National Geodetic Survey in November 1994.
 EM0760
 EM0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0760
 EM0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0760.GEOID18 height accuracy estimate available here.
 EM0760
 EM0760.The vertical order pertains to the NGVD 29 superseded value.
 EM0760
 EM0760.Click photographs - Photos may exist for this station.
 EM0760
 EM0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0760
 EM0760. The following values were computed from the NAD 83(1993) position.
 EM0760
 EM0760;                    North         East     Units Scale Factor Converg.
 EM0760;SPC OK S     -    98,665.159   537,366.545   MT  0.99995592   -0 23 09.0
 EM0760;SPC OK S     -   323,703.94  1,763,010.07   sFT  0.99995592   -0 23 09.0
 EM0760;SPC TXNC     - 2,283,277.866   583,434.446   MT  1.00008084   -0 05 52.9
 EM0760;SPC TXNC     - 7,491,054.13  1,914,151.18   sFT  1.00008084   -0 05 52.9
 EM0760;UTM  14      - 3,786,698.185   529,496.498   MT  0.99961072   +0 10 48.4
 EM0760
 EM0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0760!SPC OK S     -   0.99994902  x   0.99995592  =   0.99990494
 EM0760!SPC TXNC     -   0.99994902  x   1.00008084  =   1.00002985
 EM0760!UTM  14      -   0.99994902  x   0.99961072  =   0.99955976
 EM0760
 EM0760:                Primary Azimuth Mark                     Grid Az
 EM0760:SPC OK S     -  GRANDFIELD MUNICIPAL TANK                312 48 11.2
 EM0760:SPC TXNC     -  GRANDFIELD MUNICIPAL TANK                312 30 55.1
 EM0760:UTM  14      -  GRANDFIELD MUNICIPAL TANK                312 14 13.8
 EM0760
 EM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2949686698(NAD 83)
 EM0760
 EM0760|---------------------------------------------------------------------|
 EM0760| PID    Reference Object                     Distance      Geod. Az  |
 EM0760|                                                           dddmmss.s |
 EM0760| CX8188 GRANDFIELD AZ MK                                   0015332.2 |
 EM0760| CX8191 GRANDFIELD RM 3                      36.176 METERS 03007     |
 EM0760| EM0739 DEVOL CITY WATER TANK               APPROX. 8.9 KM 1114620.9 |
 EM0760| CX8190 GRANDFIELD RM 2                      26.800 METERS 11743     |
 EM0760| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX. 0.6 KM 3122502.2 |
 EM0760| EM0759 GRANDFIELD CITY HIGH SCHOOL         APPROX. 0.9 KM 3342633.9 |
 EM0760| CX8189 GRANDFIELD RM                        19.270 METERS 35250     |
 EM0760|---------------------------------------------------------------------|
 EM0760
 EM0760                          SUPERSEDED SURVEY CONTROL
 EM0760
 EM0760  NAD 83(1986)-  34 13 15.32441(N)    098 40 47.13206(W) AD(       ) 2
 EM0760  NAD 27      -  34 13 15.00000(N)    098 40 45.90400(W) AD(       ) 2
 EM0760  USSD        -  34 13 14.96500(N)    098 40 46.31600(W) AD(       ) 3
 EM0760  NGVD 29             351.88   (m)         1154.5    (f) LEVELING    3  
 EM0760
 EM0760.Superseded values are not recommended for survey control.
 EM0760
 EM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0760.See file dsdata.pdf to determine how the superseded data were derived.
 EM0760
 EM0760_MARKER: DS = TRIANGULATION STATION DISK
 EM0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0760_STAMPING: GRANDFIELD 1923
 EM0760_MARK LOGO: CGS
 EM0760_PROJECTION: RECESSED 3 CENTIMETERS
 EM0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0760+STABILITY: SURFACE MOTION
 EM0760
 EM0760  HISTORY     - Date     Condition        Report By
 EM0760  HISTORY     - 1923     MONUMENTED       CGS
 EM0760  HISTORY     - 1934     GOOD             CGS
 EM0760  HISTORY     - 1936     GOOD             CGS
 EM0760  HISTORY     - 1937     SEE DESCRIPTION  OKDH
 EM0760  HISTORY     - 1943     MARK NOT FOUND   OKDH
 EM0760  HISTORY     - 1948     GOOD             CGS
 EM0760  HISTORY     - 1963     GOOD             CGS
 EM0760  HISTORY     - 1964     GOOD             CGS
 EM0760
 EM0760                          STATION DESCRIPTION
 EM0760
 EM0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0760'STATION IS ABOUT 1/2 MILE S OF THE TOWN OF GRANDFIELD, ON W
 EM0760'SIDE OF THE HIGHWAY LEADING TO THE GRANDFIELD BRIDGE OVER THE
 EM0760'RED RIVER, ABOUT 18 INCHES E OF THE ROAD FENCE NEAR THE E SIDE
 EM0760'CENTER OF THE SW 1/4 SEC. 18, T 4 S, R 14 W, AND DIRECTLY W
 EM0760'OF A LARGE RED BARN ON E SIDE OF THE ROAD ON THE MAT HUBBARD
 EM0760'FARM.
 EM0760'
 EM0760'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 EM0760'SET IN CONCRETE AS DESCRIBED.
 EM0760'
 EM0760'REFERENCE MARK IS IN E FENCE OF ROADWAY, 19.270 METERS (63.22
 EM0760'FEET) FROM STATION, N 84 DEG 32 MIN E.
 EM0760'
 EM0760'ELEVATION OF STATION IS 351.2 METERS (1,152 FEET).
 EM0760
 EM0760                          STATION RECOVERY (1934)
 EM0760
 EM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0760'STATION RECOVERED AS DESCRIBED.
 EM0760
 EM0760                          STATION RECOVERY (1936)
 EM0760
 EM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM0760'STATION IS ABOUT 1/2 MILE S OF THE TOWN OF GRANDFIELD ON W
 EM0760'SIDE OF THE COUNTY ROAD LEADING S FROM HIGHWAY 30 ON E SIDE
 EM0760'OF THE TOWN.  THE MARK IS ABOUT 18 INCHES E OF THE ROAD FENCE
 EM0760'DIRECTLY W OF MR. J.J. BOLTONS HOUSE.
 EM0760'
 EM0760'STATION MARK IS A STANDARD DISK STAMPED GRANDFIELD 1923, SET
 EM0760'IN TOP OF A BLOCK OF CONCRETE 12 INCHES SQUARE, LEVEL WITH
 EM0760'THE SURFACE OF THE GROUND.
 EM0760'
 EM0760'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE BLOCK 12
 EM0760'INCHES SQUARE AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 EM0760'ON THE E SIDE OF THE ROAD IN DRIVE LEADING TO MR. BOLTONS
 EM0760'HOUSE.  IT IS 56.590 METERS (185.7 FEET) FROM THE STATION,
 EM0760'S 62 DEG 50 MIN E.
 EM0760
 EM0760                          STATION RECOVERY (1937)
 EM0760
 EM0760'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM0760'STATION IS IN THE WRONG SECTION AND WRONG 1/4 SECTION.  IT IS
 EM0760'NOT SW 1/4 OF SEC. 18.  IT IS JUST E OF FENCE ALONG E SIDE OF SE
 EM0760'1/4 SEC. 8, T 4 S, R 14 W, AND THE REFERENCE MARK IS DIRECTLY
 EM0760'ACROSS ROAD IN CENTER OF DRIVE.  IT IS 0.27 MILE N OF SE
 EM0760'CORNER OF SEC. 8.
 EM0760
 EM0760                          STATION RECOVERY (1943)
 EM0760
 EM0760'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1943 (JFM)
 EM0760'RECOVERED BY SEISMOGRAPH SURVEYOR.
 EM0760'
 EM0760'LOCATED THE REFERENCE MARK BUT COULD NOT LOCATE THE STATION.
 EM0760'I DID NOT DIG FOR THE STATION, BUT IT WAS NOT IN SIGHT.
 EM0760'
 EM0760'(COPY OF B.M. RECOVERY CARD ON FILE IN SECTION OF LEVELING.)
 EM0760
 EM0760                          STATION RECOVERY (1948)
 EM0760
 EM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0760'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EM0760'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS WITH THE
 EM0760'ADDITIONS AND CORRECTIONS.  THE REFERENCE MARK ESTABLISHED IN
 EM0760'1923 WAS DESTROYED AS REQUESTED BY THE PROPERTY OWNER.  A NEW
 EM0760'AZIMUTH MARK AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 EM0760'
 EM0760'THE STATION IS LOCATED 1/2 MILE SOUTH OF GRANDFIELD.  ON THE
 EM0760'RIGHT-OF-WAY OF A GRAVEL ROAD AND IS JUST OPPOSITE THE HOME
 EM0760'OF MR. LUTHER HARGIS.  THE MARK IS SITUATED 20 FEET WEST OF THE
 EM0760'CENTER OF THE ROAD, 22 FEET SOUTH OF A TELEPHONE POLE AND
 EM0760'1-1/2 FEET EAST OF THE FENCE LINE.  THE DISK IS STAMPED
 EM0760'GRANDFIELD 1923 AND IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EM0760'
 EM0760'REFERENCE MARK NO. 2 IS LOCATED IN THE PASTURE JUST SOUTH OF THE
 EM0760'HARGIS HOME AND IS 10 FEET SOUTHEAST OF THE FENCE CORNER.
 EM0760'THE DISK IS STAMPED GRANDFIELD NO 2 1948 AND IS SET 1 INCH
 EM0760'BELOW THE SURFACE.
 EM0760'
 EM0760'REFERENCE MARK NO. 3 IS 25 FEET EAST OF THE CENTER OF THE ROAD,
 EM0760'8 FEET NORTHWEST OF A FENCE CORNER AND 4 FEET WEST OF THE
 EM0760'FENCE LINE.  THE DISK IS STAMPED GRANDFIELD NO 3 1948 AND
 EM0760'PROJECTS 2 INCHES.
 EM0760'
 EM0760'THE AZIMUTH MARK IS LOCATED 0.4 MILE NORTH OF THE STATION,
 EM0760'25 FEET EAST OF THE CENTER OF A T-ROAD INTERSECTION, 1 FOOT
 EM0760'WEST OF THE FENCE LINE AND IS WITNESSED BY A REFERENCE POST.
 EM0760'THE DISK IS STAMPED GRANDFIELD 1948 AND PROJECTS 3 INCHES.
 EM0760'
 EM0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 EM0760'AND STATE ROUTE 36 IN THE NORTHEAST EDGE OF GRANDFIELD, GO
 EM0760'SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A T-ROAD RIGHT AND
 EM0760'THE AZIMUTH MARK ON THE LEFT.  THENCE CONTINUE SOUTH FOR 0.4
 EM0760'MILE TO THE HARGIS HOME ON THE LEFT AND THE STATION ON THE
 EM0760'RIGHT AS DESCRIBED.
 EM0760'
 EM0760'A 47 FOOT SIGNAL AT BURKE 1923 IS VISIBLE AT 4 FEET.
 EM0760'
 EM0760'A 4 FOOT SIGNAL AT 26D5 TT IS VISIBLE AT 4 FEET.
 EM0760'
 EM0760'A 47 FOOT SIGNAL AT HOLLISTER IS VISIBLE AT 50 FEET.
 EM0760'
 EM0760'A 4 FOOT SIGNAL AT GRAND IS VISIBLE AT 50 FEET.
 EM0760'
 EM0760'A 47 FOOT SIGNAL AT LOVELAND IS VISIBLE AT 20 FEET.
 EM0760'
 EM0760'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE AT 4 FEET.
 EM0760'
 EM0760'A 4 FOOT SIGNAL AT DEVOL IS VISIBLE AT 20 FEET.
 EM0760'
 EM0760'A 4 FOOT SIGNAL AT GAMMILL 2 IS VISIBLE AT 4 FEET.
 EM0760
 EM0760                          STATION RECOVERY (1963)
 EM0760
 EM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0760'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN THE 1948
 EM0760'DESCRIPTION AND FOUND IN GOOD CONDITION.
 EM0760'
 EM0760'THE AZIMUTH MARK HAS BEEN DESTROYED.  THE MARK WAS PROBABLY
 EM0760'DESTROYED WHEN A DRIVEWAY WAS BUILT TO A NEW HOUSE, THE CONCRETE
 EM0760'BLOCK AND DISK WAS FOUND AT FENCE LINE NORTHEAST OF ITS
 EM0760'ORIGINAL POSITION.
 EM0760'
 EM0760'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0760
 EM0760                          STATION RECOVERY (1964)
 EM0760
 EM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0760'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0759 ***********************************************************************
 EM0759  DESIGNATION -  GRANDFIELD CITY HIGH SCHOOL
 EM0759  PID         -  EM0759
 EM0759  STATE/COUNTY-  OK/TILLMAN
 EM0759  COUNTRY     -  US
 EM0759  USGS QUAD   -  GRANDFIELD (2018)
 EM0759
 EM0759                         *CURRENT SURVEY CONTROL
 EM0759  ______________________________________________________________________
 EM0759* NAD 83(1993) POSITION- 34 13 41.43545(N) 098 41 02.18131(W)   ADJUSTED
 EM0759  ______________________________________________________________________
 EM0759  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 EM0759  LAPLACE CORR    -          3.95  (seconds)                    DEFLEC18
 EM0759  HORZ ORDER      -  THIRD
 EM0759
 EM0759.The horizontal coordinates were established by classical geodetic methods
 EM0759.and adjusted by the National Geodetic Survey in November 1994.
 EM0759
 EM0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0759.GEOID18 height accuracy estimate available here.
 EM0759
 EM0759.Click photographs - Photos may exist for this station.
 EM0759
 EM0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0759
 EM0759. The following values were computed from the NAD 83(1993) position.
 EM0759
 EM0759;                    North         East     Units Scale Factor Converg.
 EM0759;SPC OK S     -    99,472.407   536,987.175   MT  0.99995513   -0 23 17.6
 EM0759;SPC OK S     -   326,352.39  1,761,765.42   sFT  0.99995513   -0 23 17.6
 EM0759;SPC TXNC     - 2,284,083.300   583,050.977   MT  1.00008344   -0 06 01.1
 EM0759;SPC TXNC     - 7,493,696.63  1,912,893.08   sFT  1.00008344   -0 06 01.1
 EM0759;UTM  14      - 3,787,501.369   529,109.306   MT  0.99961044   +0 10 40.0
 EM0759
 EM0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2910987501(NAD 83)
 EM0759
 EM0759                          SUPERSEDED SURVEY CONTROL
 EM0759
 EM0759  NAD 83(1986)-  34 13 41.44006(N)    098 41 02.16798(W) AD(       ) 3
 EM0759  NAD 27      -  34 13 41.11700(N)    098 41 00.93900(W) AD(       ) 3
 EM0759  USSD        -  34 13 41.08200(N)    098 41 01.35100(W) AD(       ) 3
 EM0759
 EM0759.Superseded values are not recommended for survey control.
 EM0759
 EM0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0759.See file dsdata.pdf to determine how the superseded data were derived.
 EM0759
 EM0759_MARKER: 86 = CUPOLA
 EM0759
 EM0759  HISTORY     - Date     Condition        Report By
 EM0759  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0759  HISTORY     - 1934     GOOD             CGS
 EM0759
 EM0759                          STATION DESCRIPTION
 EM0759
 EM0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0759'STATION IS A LARGE SQUARE BUILDING WITH CUPOLA NEAR THE CENTRAL
 EM0759'PART OF TOWN.
 EM0759
 EM0759                          STATION RECOVERY (1934)
 EM0759
 EM0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0759'STATION FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0757 ***********************************************************************
 EM0757  DESIGNATION -  GRANDFIELD MUNICIPAL TANK
 EM0757  PID         -  EM0757
 EM0757  STATE/COUNTY-  OK/TILLMAN
 EM0757  COUNTRY     -  US
 EM0757  USGS QUAD   -  GRANDFIELD (2018)
 EM0757
 EM0757                         *CURRENT SURVEY CONTROL
 EM0757  ______________________________________________________________________
 EM0757* NAD 83(1993) POSITION- 34 13 28.89038(N) 098 41 05.02720(W)   ADJUSTED
 EM0757  ______________________________________________________________________
 EM0757  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 EM0757  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 EM0757  HORZ ORDER      -  THIRD
 EM0757
 EM0757.The horizontal coordinates were established by classical geodetic methods
 EM0757.and adjusted by the National Geodetic Survey in November 1994.
 EM0757
 EM0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0757.GEOID18 height accuracy estimate available here.
 EM0757
 EM0757.Click photographs - Photos may exist for this station.
 EM0757
 EM0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0757
 EM0757. The following values were computed from the NAD 83(1993) position.
 EM0757
 EM0757;                    North         East     Units Scale Factor Converg.
 EM0757;SPC OK S     -    99,086.376   536,911.721   MT  0.99995551   -0 23 19.2
 EM0757;SPC OK S     -   325,085.89  1,761,517.87   sFT  0.99995551   -0 23 19.2
 EM0757;SPC TXNC     - 2,283,696.846   582,977.455   MT  1.00008219   -0 06 02.7
 EM0757;SPC TXNC     - 7,492,428.74  1,912,651.87   sFT  1.00008219   -0 06 02.7
 EM0757;UTM  14      - 3,787,114.746   529,037.694   MT  0.99961039   +0 10 38.4
 EM0757
 EM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2903787114(NAD 83)
 EM0757
 EM0757                          SUPERSEDED SURVEY CONTROL
 EM0757
 EM0757  NAD 83(1986)-  34 13 28.89496(N)    098 41 05.01390(W) AD(       ) 3
 EM0757  NAD 27      -  34 13 28.57300(N)    098 41 03.78800(W) AD(       ) 3
 EM0757  USSD        -  34 13 28.53600(N)    098 41 04.19800(W) AD(       ) 3
 EM0757
 EM0757.Superseded values are not recommended for survey control.
 EM0757
 EM0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0757.See file dsdata.pdf to determine how the superseded data were derived.
 EM0757
 EM0757_MARKER: 53 = ELEVATED TANK
 EM0757
 EM0757  HISTORY     - Date     Condition        Report By
 EM0757  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0757  HISTORY     - 1934     GOOD             CGS
 EM0757  HISTORY     - 1965     GOOD             CGS
 EM0757
 EM0757                          STATION DESCRIPTION
 EM0757
 EM0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0757'STATION IS A LARGE BLACK TOWER TANK IN S EDGE OF TOWN.
 EM0757
 EM0757                          STATION RECOVERY (1934)
 EM0757
 EM0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0757'STATION FOUND IN GOOD CONDITION.
 EM0757
 EM0757                          STATION RECOVERY (1965)
 EM0757
 EM0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0757'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 EM0757'ELEVATED WATER TANK, SUPPORTED BY FOUR LEGS AND HAS AN OVERALL
 EM0757'HEIGHT OF ABOUT 110 FEET.  IT IS LOCATED 200 FEET SOUTH OF THE
 EM0757'INTERSECTION OF SIMPSON AND WEST 7-TH STREETS IN THE SOUTHWEST EDGE
 EM0757'OF TOWN.
 EM0757'
 EM0757'NOTE--PROBABLY THE SAME STATION AS LOCATED IN 1923.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0763 ***********************************************************************
 EM0763  DESIGNATION -  GRANDFIELD TV STA KSWO MAST
 EM0763  PID         -  EM0763
 EM0763  STATE/COUNTY-  OK/TILLMAN
 EM0763  COUNTRY     -  US
 EM0763  USGS QUAD   -  GRANDFIELD (2018)
 EM0763
 EM0763                         *CURRENT SURVEY CONTROL
 EM0763  ______________________________________________________________________
 EM0763* NAD 83(1993) POSITION- 34 12 56.40254(N) 098 43 18.26279(W)   ADJUSTED
 EM0763  ______________________________________________________________________
 EM0763  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 EM0763  LAPLACE CORR    -          3.64  (seconds)                    DEFLEC18
 EM0763  HORZ ORDER      -  THIRD
 EM0763
 EM0763.The horizontal coordinates were established by classical geodetic methods
 EM0763.and adjusted by the National Geodetic Survey in November 1994.
 EM0763
 EM0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0763.GEOID18 height accuracy estimate available here.
 EM0763
 EM0763.Click photographs - Photos may exist for this station.
 EM0763
 EM0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0763
 EM0763. The following values were computed from the NAD 83(1993) position.
 EM0763
 EM0763;                    North         East     Units Scale Factor Converg.
 EM0763;SPC OK S     -    98,109.158   533,494.677   MT  0.99995650   -0 24 34.8
 EM0763;SPC OK S     -   321,879.80  1,750,307.12   sFT  0.99995650   -0 24 34.8
 EM0763;SPC TXNC     - 2,282,702.321   579,564.946   MT  1.00007897   -0 07 15.4
 EM0763;SPC TXNC     - 7,489,165.86  1,901,455.99   sFT  1.00007897   -0 07 15.4
 EM0763;UTM  14      - 3,786,104.167   525,631.653   MT  0.99960810   +0 09 23.3
 EM0763
 EM0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2563186104(NAD 83)
 EM0763
 EM0763                          SUPERSEDED SURVEY CONTROL
 EM0763
 EM0763  NAD 83(1986)-  34 12 56.40746(N)    098 43 18.24983(W) AD(       ) 3
 EM0763  NAD 27      -  34 12 56.08120(N)    098 43 17.01796(W) AD(       ) 3
 EM0763
 EM0763.Superseded values are not recommended for survey control.
 EM0763
 EM0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0763.See file dsdata.pdf to determine how the superseded data were derived.
 EM0763
 EM0763_MARKER: 42 = RADIO/TV MAST
 EM0763
 EM0763  HISTORY     - Date     Condition        Report By
 EM0763  HISTORY     - 1965     FIRST OBSERVED   CGS
 EM0763
 EM0763                          STATION DESCRIPTION
 EM0763
 EM0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0763'THE STATION IS THE CENTER OF THE TOP OF A 1059 FOOT HIGH RED AND
 EM0763'WHITE STEEL MAST.  IT IS LOCATED ABOUT 2 MILES WEST SOUTHWEST OF
 EM0763'GRANDFIELD ON PROPERTY OWNED BY MRS. C. HICKEY.
 EM0763'
 EM0763'THIS STATION SERVES THE WICHITA FALLS, TEXAS AND LAWTON,
 EM0763'OKLAHOMA AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0187 ***********************************************************************
 EM0187  DESIGNATION -  GRANITE
 EM0187  PID         -  EM0187
 EM0187  STATE/COUNTY-  OK/GREER
 EM0187  COUNTRY     -  US
 EM0187  USGS QUAD   -  GRANITE (2018)
 EM0187
 EM0187                         *CURRENT SURVEY CONTROL
 EM0187  ______________________________________________________________________
 EM0187* NAD 83(1993) POSITION- 34 57 12.11174(N) 099 25 41.01340(W)   ADJUSTED
 EM0187* NAVD 88 ORTHO HEIGHT -   484.100 (meters)     1588.25  (feet) ADJUSTED
 EM0187  ______________________________________________________________________
 EM0187  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 EM0187  LAPLACE CORR    -          6.05  (seconds)                    DEFLEC18
 EM0187  DYNAMIC HEIGHT  -        483.621 (meters)     1586.68  (feet) COMP
 EM0187  MODELED GRAVITY -    979,628.6   (mgal)                       NAVD 88
 EM0187
 EM0187  HORZ ORDER      -  FIRST
 EM0187  VERT ORDER      -  SECOND    CLASS 0
 EM0187
 EM0187.The horizontal coordinates were established by classical geodetic methods
 EM0187.and adjusted by the National Geodetic Survey in November 1994.
 EM0187
 EM0187.The orthometric height was determined by differential leveling and
 EM0187.adjusted by the NATIONAL GEODETIC SURVEY
 EM0187.in June 1991.
 EM0187
 EM0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0187.GEOID18 height accuracy estimate available here.
 EM0187
 EM0187.Click photographs - Photos may exist for this station.
 EM0187
 EM0187.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0187
 EM0187.The dynamic height is computed by dividing the NAVD 88
 EM0187.geopotential number by the normal gravity value computed on the
 EM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0187.degrees latitude (g = 980.6199 gals.).
 EM0187
 EM0187.The modeled gravity was interpolated from observed gravity values.
 EM0187
 EM0187. The following values were computed from the NAD 83(1993) position.
 EM0187
 EM0187;                    North         East     Units Scale Factor Converg.
 EM0187;SPC OK S     -   180,624.288   469,571.169   MT  0.99995664   -0 48 38.1
 EM0187;SPC OK S     -   592,598.18  1,540,584.74   sFT  0.99995664   -0 48 38.1
 EM0187;UTM  14      - 3,867,955.014   460,916.608   MT  0.99961883   -0 14 42.9
 EM0187
 EM0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0187!SPC OK S     -   0.99992810  x   0.99995664  =   0.99988474
 EM0187!UTM  14      -   0.99992810  x   0.99961883  =   0.99954696
 EM0187
 EM0187:                Primary Azimuth Mark                     Grid Az
 EM0187:SPC OK S     -  WALSH AZ                                 069 08 53.7
 EM0187:UTM  14      -  WALSH AZ                                 068 34 58.5
 EM0187
 EM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6091667955(NAD 83)
 EM0187
 EM0187|---------------------------------------------------------------------|
 EM0187| PID    Reference Object                     Distance      Geod. Az  |
 EM0187|                                                           dddmmss.s |
 EM0187| CX8193 GRANITE RM 2                         34.801 METERS 00014     |
 EM0187| EM0186 WALSH AZ                            APPROX. 1.4 KM 0682015.6 |
 EM0187| EM0188 GRANITE RM 1                          8.783 METERS 17738     |
 EM0187|---------------------------------------------------------------------|
 EM0187
 EM0187                          SUPERSEDED SURVEY CONTROL
 EM0187
 EM0187  NAD 83(1986)-  34 57 12.11733(N)    099 25 41.00754(W) AD(       ) 1
 EM0187  NAD 27      -  34 57 11.91330(N)    099 25 39.69860(W) AD(       ) 1
 EM0187  NGVD 29 (??/??/92)  483.931  (m)         1587.70   (f) ADJ UNCH    2 0
 EM0187  NGVD 29             483.92   (m)         1587.7    (f) LEVELING    3  
 EM0187
 EM0187.Superseded values are not recommended for survey control.
 EM0187
 EM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0187.See file dsdata.pdf to determine how the superseded data were derived.
 EM0187
 EM0187_MARKER: DS = TRIANGULATION STATION DISK
 EM0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0187_STAMPING: GRANITE 1961
 EM0187_MARK LOGO: CGS
 EM0187_PROJECTION: FLUSH
 EM0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0187+STABILITY: SURFACE MOTION
 EM0187
 EM0187  HISTORY     - Date     Condition        Report By
 EM0187  HISTORY     - 1961     MONUMENTED       CGS
 EM0187  HISTORY     - 1961     GOOD             CGS
 EM0187
 EM0187                          STATION DESCRIPTION
 EM0187
 EM0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0187'THE STATION IS ABOUT 3 MILES WEST OF GRANITE, 0.2 MILE SOUTH
 EM0187'OF STATE HIGHWAY 9.  IT IS 21 FEET NORTH OF A FLOOD LIGHT POLE,
 EM0187'6.1 FEET SOUTHEAST OF A WITNESS POST AND 3 FEET EAST OF A
 EM0187'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRANITE
 EM0187'1961.
 EM0187'
 EM0187'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANITE,
 EM0187'GO WEST ON STATE HIGHWAY 9 FOR 2.0 MILES TO WALSH 1921 1948
 EM0187'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE HIGHWAY, CONTINUE
 EM0187'AHEAD 0.85 MILE.  TURN LEFT, SOUTH AND GO 0.3 MILE TO THE
 EM0187'STATION.
 EM0187'
 EM0187'REFERENCE MARK 1 IS 34.4 FEET SOUTH OF THE WITNESS POST,
 EM0187'6 FEET SOUTHEAST OF THE LIGHT POLE AND 4 FEET EAST OF A
 EM0187'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRANITE
 EM0187'NO 1 1961.
 EM0187'
 EM0187'THE WEST MARKER IS AN UNSTAMPED BRONZE DISK SET IN A 10 INCH
 EM0187'SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 EM0187'GROUND.  IT IS 108.6 FEET NORTH OF THE WITNESS POST AND 4
 EM0187'FEET EAST OF THE FENCE.  THE POINT HELD IS A PUNCH MARK NEAR
 EM0187'THE CENTER OF THE DISK.
 EM0187'
 EM0187'WALSH 1921 1948 AZIMUTH MARK WAS USED AS AN AZIMUTH MARK
 EM0187'FOR THIS STATION.
 EM0187'
 EM0187'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 EM0187
 EM0187                          STATION RECOVERY (1961)
 EM0187
 EM0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0187'3.0 MI W FROM GRANITE.
 EM0187'2.85 MILES WEST ON STATE HIGHWAY 9 FROM THE RAILROAD DEPOT AT
 EM0187'GRANITE,THENCE SOUTH ON THE MISSILE SITE ROAD 0.3 MILE TO THE STATION
 EM0187'ON THE WEST SIDE OF THE SITE.  21 FEET NORTH OF A FLOOD LIGHT POLE, 6
 EM0187'FEET SOUTHEAST OF THE WITNESS POST, 3 FEET EAST OF THE FENCE, SET IN
 EM0187'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 EM0187'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0188 ***********************************************************************
 EM0188  DESIGNATION -  GRANITE RM 1
 EM0188  PID         -  EM0188
 EM0188  STATE/COUNTY-  OK/GREER
 EM0188  COUNTRY     -  US
 EM0188  USGS QUAD   -  GRANITE (2018)
 EM0188
 EM0188                         *CURRENT SURVEY CONTROL
 EM0188  ______________________________________________________________________
 EM0188* NAD 83(1986) POSITION- 34 57 11.83   (N) 099 25 41.00   (W)   HD_HELD1
 EM0188* NAVD 88 ORTHO HEIGHT -   483.980 (meters)     1587.86  (feet) ADJUSTED
 EM0188  ______________________________________________________________________
 EM0188  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 EM0188  DYNAMIC HEIGHT  -        483.500 (meters)     1586.28  (feet) COMP
 EM0188  MODELED GRAVITY -    979,628.6   (mgal)                       NAVD 88
 EM0188
 EM0188  VERT ORDER      -  SECOND    CLASS 0
 EM0188
 EM0188.The horizontal coordinates were determined by differentially corrected
 EM0188.hand held GPS observations or other comparable positioning techniques
 EM0188.and have an estimated accuracy of +/- 3 meters.
 EM0188
 EM0188.The orthometric height was determined by differential leveling and
 EM0188.adjusted by the NATIONAL GEODETIC SURVEY
 EM0188.in June 1991.
 EM0188
 EM0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0188.GEOID18 height accuracy estimate available here.
 EM0188
 EM0188.Click photographs - Photos may exist for this station.
 EM0188
 EM0188.The dynamic height is computed by dividing the NAVD 88
 EM0188.geopotential number by the normal gravity value computed on the
 EM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0188.degrees latitude (g = 980.6199 gals.).
 EM0188
 EM0188.The modeled gravity was interpolated from observed gravity values.
 EM0188
 EM0188;                    North         East    Units  Estimated Accuracy
 EM0188;SPC OK S     -   180,615.6     469,571.4     MT  (+/- 3 meters HH1 GPS) 
 EM0188
 EM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6091667946(NAD 83)
 EM0188
 EM0188                          SUPERSEDED SURVEY CONTROL
 EM0188
 EM0188  NGVD 29 (??/??/92)  483.810  (m)         1587.30   (f) ADJ UNCH    2 0
 EM0188
 EM0188.Superseded values are not recommended for survey control.
 EM0188
 EM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0188.See file dsdata.pdf to determine how the superseded data were derived.
 EM0188
 EM0188_MARKER: DR = REFERENCE MARK DISK
 EM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0188_STAMPING: GRANITE NO 1 1961
 EM0188_MARK LOGO: CGS
 EM0188_PROJECTION: FLUSH
 EM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0188+STABILITY: SURFACE MOTION
 EM0188
 EM0188  HISTORY     - Date     Condition        Report By
 EM0188  HISTORY     - 1961     MONUMENTED       CGS
 EM0188
 EM0188                          STATION DESCRIPTION
 EM0188
 EM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0188'3.0 MI W FROM GRANITE.
 EM0188'2.85 MILES WEST ALONG STATE HIGHWAY 9 FROM THE RAILROAD DEPOT AT
 EM0188'GRANITE, THENCE SOUTH ON THE MISSILE SITE ROAD 0.3 MILE TO THE MARK,
 EM0188'34.4 FEET SOUTH OF THE WITNESS POST, 6 FEET SOUTHEAST OF THE LIGHT
 EM0188'POLE, 4 FEET EAST OF THE FENCE, SET IN THE TOP OF A CONCRETE POST THAT
 EM0188'IS FLUSH WITH THE SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1415 ***********************************************************************
 DM1415  DESIGNATION -  GRANT
 DM1415  PID         -  DM1415
 DM1415  STATE/COUNTY-  OK/CHOCTAW
 DM1415  COUNTRY     -  US
 DM1415  USGS QUAD   -  GRANT (2018)
 DM1415
 DM1415                         *CURRENT SURVEY CONTROL
 DM1415  ______________________________________________________________________
 DM1415* NAD 83(1993) POSITION- 33 56 46.96902(N) 095 30 58.17917(W)   ADJUSTED
 DM1415* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 DM1415  ______________________________________________________________________
 DM1415  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 DM1415  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 DM1415  HORZ ORDER      -  SECOND
 DM1415
 DM1415.The horizontal coordinates were established by classical geodetic methods
 DM1415.and adjusted by the National Geodetic Survey in November 1994.
 DM1415
 DM1415.The orthometric height was scaled from a topographic map.
 DM1415
 DM1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1415.GEOID18 height accuracy estimate available here.
 DM1415
 DM1415.Click photographs - Photos may exist for this station.
 DM1415
 DM1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1415
 DM1415. The following values were computed from the NAD 83(1993) position.
 DM1415
 DM1415;                    North         East     Units Scale Factor Converg.
 DM1415;SPC OK S     -    70,826.655   829,589.272   MT  0.99999746   +1 24 35.5
 DM1415;SPC OK S     -   232,370.45  2,721,744.14   sFT  0.99999746   +1 24 35.5
 DM1415;SPC TXNC     - 2,256,726.324   875,795.793   MT  0.99999440   +1 37 38.5
 DM1415;SPC TXNC     - 7,403,942.95  2,873,340.03   sFT  0.99999440   +1 37 38.5
 DM1415;UTM  15      - 3,759,063.103   267,463.747   MT  1.00026663   -1 24 20.5
 DM1415
 DM1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1415!SPC OK S     -   0.99998078  x   0.99999746  =   0.99997824
 DM1415!SPC TXNC     -   0.99998078  x   0.99999440  =   0.99997518
 DM1415!UTM  15      -   0.99998078  x   1.00026663  =   1.00024741
 DM1415
 DM1415:                Primary Azimuth Mark                     Grid Az
 DM1415:SPC OK S     -  GRANT AZ MK                              163 25 29.9
 DM1415:SPC TXNC     -  GRANT AZ MK                              163 12 26.9
 DM1415:UTM  15      -  GRANT AZ MK                              166 14 25.9
 DM1415
 DM1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6746359063(NAD 83)
 DM1415
 DM1415|---------------------------------------------------------------------|
 DM1415| PID    Reference Object                     Distance      Geod. Az  |
 DM1415|                                                           dddmmss.s |
 DM1415| EK0978 HUGO RADIO STATION KIHN MAST        APPROX. 7.0 KM 0210045.5 |
 DM1415| CY1998 GRANT RM 2                           21.886 METERS 16040     |
 DM1415| CY1996 GRANT AZ MK                                        1645005.4 |
 DM1415| CY1997 GRANT RM 1                           32.060 METERS 27556     |
 DM1415| EK0982 HUGO RADIO STA KKC 846 MAST         APPROX. 7.7 KM 3543514.3 |
 DM1415|---------------------------------------------------------------------|
 DM1415
 DM1415                          SUPERSEDED SURVEY CONTROL
 DM1415
 DM1415  NAD 83(1986)-  33 56 46.97449(N)    095 30 58.16899(W) AD(       ) 2
 DM1415  NAD 27      -  33 56 46.59100(N)    095 30 57.31700(W) AD(       ) 2
 DM1415
 DM1415.Superseded values are not recommended for survey control.
 DM1415
 DM1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1415.See file dsdata.pdf to determine how the superseded data were derived.
 DM1415
 DM1415_MARKER: DS = TRIANGULATION STATION DISK
 DM1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1415_STAMPING: GRANT 1951
 DM1415_MARK LOGO: CGS
 DM1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1415+STABILITY: SURFACE MOTION
 DM1415
 DM1415  HISTORY     - Date     Condition        Report By
 DM1415  HISTORY     - 1951     MONUMENTED       CGS
 DM1415  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DM1415
 DM1415                          STATION DESCRIPTION
 DM1415
 DM1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1415'STATION IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF GRANT
 DM1415'ON VILLAGE PROPERTY.  STATION IS 40 FEET NORTHEAST OF THE
 DM1415'APPROXIMATE CENTERLINE OF DIRT STREET AT CENTER OF CURVE
 DM1415'AND 11 FEET SOUTH OF FENCE AND WITNESS POST.  THE MARK PROJECTS
 DM1415'ABOUT 4 INCHES AND THE DISK IS STAMPED GRANT 1951.
 DM1415'
 DM1415'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE APPROXIMATE
 DM1415'CENTERLINE OF STREET AND 1 FOOT SOUTH OF FENCE.  THE MARK
 DM1415'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GRANT NO 1
 DM1415'1951.
 DM1415'
 DM1415'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE APPROXIMATE
 DM1415'CENTERLINE OF STREET AND 6 FEET WEST OF FENCE.  THE MARK
 DM1415'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GRANT NO
 DM1415'2 1951.
 DM1415'
 DM1415'AZIMUTH MARK IS 75 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DM1415'271, 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT STREET,
 DM1415'13 FEET EAST OF FENCE, 2 FEET NORTH OF POWER POLE AND 2 FEET
 DM1415'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 DM1415'AND THE DISK IS STAMPED GRANT 1951.
 DM1415'
 DM1415'TO REACH FROM THE METHODIST CHURCH ON THE WEST SIDE OF THE
 DM1415'MAIN STREET IN GRANT GO NORTH AND WEST ON U.S. HIGHWAY 271
 DM1415'FOR 0.2 MILE TO CROSS STREET AND AZIMUTH ON LEFT IN SOUTHWEST
 DM1415'ANGLE OF STREETS AS DESCRIBED.  TURN RIGHT AND GO NORTH ON
 DM1415'DIRT STREET FOR 0.25 MILE TO POINT WHERE STREET TURNS LEFT
 DM1415'AND STATION STRAIGHT AHEAD AS DESCRIBED.
 DM1415'
 DM1415'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1415
 DM1415                          STATION RECOVERY (1957)
 DM1415
 DM1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1415'STATION RECOVERED BUT TOP HAS BEEN SHAVED OFF.  THE STATION
 DM1415'IS SET ON NORTH EDGE OF STREET.  IT LOOKS JUST LIKE A CHUNK
 DM1415'OF CONCRETE NOW SINCE TOP HAS BEEN BLADED OFF.  REFERENCE
 DM1415'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 DM1415'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1415'TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1140 ***********************************************************************
 FJ1140  DESIGNATION -  GRANT
 FJ1140  PID         -  FJ1140
 FJ1140  STATE/COUNTY-  OK/KINGFISHER
 FJ1140  COUNTRY     -  US
 FJ1140  USGS QUAD   -  KINGFISHER NE (2018)
 FJ1140
 FJ1140                         *CURRENT SURVEY CONTROL
 FJ1140  ______________________________________________________________________
 FJ1140* NAD 83(1993) POSITION- 35 53 08.73438(N) 097 49 27.56391(W)   ADJUSTED
 FJ1140* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 FJ1140  ______________________________________________________________________
 FJ1140  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 FJ1140  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FJ1140  HORZ ORDER      -  SECOND
 FJ1140
 FJ1140.The horizontal coordinates were established by classical geodetic methods
 FJ1140.and adjusted by the National Geodetic Survey in November 1994.
 FJ1140
 FJ1140.The orthometric height was scaled from a topographic map.
 FJ1140
 FJ1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1140.GEOID18 height accuracy estimate available here.
 FJ1140
 FJ1140.Click photographs - Photos may exist for this station.
 FJ1140
 FJ1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1140
 FJ1140. The following values were computed from the NAD 83(1993) position.
 FJ1140
 FJ1140;                    North         East     Units Scale Factor Converg.
 FJ1140;SPC OK N     -    98,291.634   615,861.788   MT  0.99995743   +0 06 13.2
 FJ1140;SPC OK N     -   322,478.47  2,020,539.88   sFT  0.99995743   +0 06 13.2
 FJ1140;UTM  14      - 3,971,915.866   606,115.909   MT  0.99973875   +0 41 21.2
 FJ1140
 FJ1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1140!SPC OK N     -   0.99995216  x   0.99995743  =   0.99990959
 FJ1140!UTM  14      -   0.99995216  x   0.99973875  =   0.99969092
 FJ1140
 FJ1140:                Primary Azimuth Mark                     Grid Az
 FJ1140:SPC OK N     -  GRANT AZ MK                              091 58 13.1
 FJ1140:UTM  14      -  GRANT AZ MK                              091 23 05.1
 FJ1140
 FJ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0611571915(NAD 83)
 FJ1140
 FJ1140|---------------------------------------------------------------------|
 FJ1140| PID    Reference Object                     Distance      Geod. Az  |
 FJ1140|                                                           dddmmss.s |
 FJ1140| CL5290 GRANT RM 1                           41.684 METERS 05114     |
 FJ1140| CL5289 GRANT AZ MK                                        0920426.3 |
 FJ1140| CL5291 GRANT RM 2                           27.107 METERS 16219     |
 FJ1140| FJ1144 KINGFISHER ST PETER CATH CH         APPROX.10.2 KM 2525501.9 |
 FJ1140| FJ1149 KINGFISHER REA RAD STA MAST         APPROX. 9.8 KM 2535206.5 |
 FJ1140| FJ1148 KINGFISHER MUNICIPAL TANK           APPROX.10.2 KM 2551155.9 |
 FJ1140|---------------------------------------------------------------------|
 FJ1140
 FJ1140                          SUPERSEDED SURVEY CONTROL
 FJ1140
 FJ1140  NAD 83(1986)-  35 53 08.73989(N)    097 49 27.55017(W) AD(       ) 2
 FJ1140  NAD 27      -  35 53 08.58606(N)    097 49 26.36899(W) AD(       ) 2
 FJ1140
 FJ1140.Superseded values are not recommended for survey control.
 FJ1140
 FJ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1140.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1140
 FJ1140_MARKER: DS = TRIANGULATION STATION DISK
 FJ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1140_STAMPING: GRANT 1955
 FJ1140_MARK LOGO: CGS
 FJ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1140+STABILITY: SURFACE MOTION
 FJ1140
 FJ1140  HISTORY     - Date     Condition        Report By
 FJ1140  HISTORY     - 1955     MONUMENTED       CGS
 FJ1140  HISTORY     - 1967     GOOD             PHILCM
 FJ1140  HISTORY     - 1968     GOOD             OKDH
 FJ1140  HISTORY     - 1981     GOOD             LOCENG
 FJ1140
 FJ1140                          STATION DESCRIPTION
 FJ1140
 FJ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1140'THE STATION IS LOCATED 1-3/4 MILES NORTH AND 5-3/4 MILES
 FJ1140'EAST OF KINGFISHER, IN THE SW 1/4 OF THE SE 1/4 OF SECTION
 FJ1140'3, T 16 N, R 6 W.
 FJ1140'
 FJ1140'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 74 ABOUT
 FJ1140'5-3/4 MILES SOUTH OF CRESCENT, GO WEST, SOUTHWEST, AND WEST
 FJ1140'ON HIGHWAY 33 FOR 12.4 MILES TO A CROSSROAD AND SIGN BIG
 FJ1140'4 SCHOOL 3, TURN RIGHT, GO NORTH 2.0 MILES TO A CROSSROAD,
 FJ1140'TURN LEFT, GO WEST 1.45 MILES TO A GATE AND STATION ON RIGHT.
 FJ1140'
 FJ1140'THE STATION MARK IS ABOUT 100 YARDS SSW OF A LARGE RED BARN,
 FJ1140'91 FEET SOUTH OF A WELL, 56 FEET NORTH OF THE CENTER OF A
 FJ1140'SECTION LINE ROAD, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT
 FJ1140'WEST OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND IS
 FJ1140'STAMPED GRANT 1955.
 FJ1140'
 FJ1140'REFERENCE MARK NO. 1 IS 104 FEET EAST OF A WELL, 102 FEET
 FJ1140'SOUTH OF THE SE CORNER OF A RED BARN, AND 1 FOOT NORTH OF A
 FJ1140'BARN YARD FENCE.  THE MARK PROJECTS 7 INCHES AND IS STAMPED
 FJ1140'GRANT NO 1 1955.
 FJ1140'
 FJ1140'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF A SECTION
 FJ1140'LINE ROAD, AND 1 FOOT EAST OF A POWER LINE POLE.  THE MARK
 FJ1140'PROJECTS 2 INCHES AND IS STAMPED GRANT NO 2 1955.
 FJ1140'
 FJ1140'THE AZIMUTH MARK APPROXIMATELY 0.55 MILE EAST OF THE STATION,
 FJ1140'IS 33 FEET SOUTH OF THE CENTER OF A SECTION LINE ROAD, 3 FEET
 FJ1140'SOUTHWEST OF A WITNESS POST, 2 FEET SOUTHWEST OF A POWER
 FJ1140'LINE POLE, AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE
 FJ1140'LINE.
 FJ1140'
 FJ1140'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1140
 FJ1140                          STATION RECOVERY (1967)
 FJ1140
 FJ1140'RECOVERY NOTE BY PHILLIPS CHEMICAL COMPANY 1967
 FJ1140'RECOVERED BY PHILLIPS PETRO
 FJ1140'
 FJ1140'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 FJ1140
 FJ1140                          STATION RECOVERY (1968)
 FJ1140
 FJ1140'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1140'GRANT 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1140'
 FJ1140'GRANT NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1140'
 FJ1140'GRANT NO. 2 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1140'
 FJ1140'GRANT 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ1140'DESCRIBED.
 FJ1140
 FJ1140                          STATION RECOVERY (1981)
 FJ1140
 FJ1140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1140'FOUND STATION MARK, AZIMUTH MARK, REFERENCE MARKS NO. 1 AND NO. 2
 FJ1140'IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1412 ***********************************************************************
 GL1412  DESIGNATION -  GRAVEL
 GL1412  PID         -  GL1412
 GL1412  STATE/COUNTY-  OK/CIMARRON
 GL1412  COUNTRY     -  US
 GL1412  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1412
 GL1412                         *CURRENT SURVEY CONTROL
 GL1412  ______________________________________________________________________
 GL1412* NAD 83(1997) POSITION- 36 50 44.11318(N) 102 33 42.58705(W)   ADJUSTED
 GL1412* NAVD 88 ORTHO HEIGHT -  1305.    (meters)     4281.    (feet) SCALED
 GL1412  ______________________________________________________________________
 GL1412  GEOID HEIGHT    -        -23.622 (meters)                     GEOID18
 GL1412  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC18
 GL1412  HORZ ORDER      -  THIRD
 GL1412
 GL1412.The horizontal coordinates were established by classical geodetic methods
 GL1412.and adjusted by the National Geodetic Survey in October 1998.
 GL1412
 GL1412.The orthometric height was scaled from a topographic map.
 GL1412
 GL1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1412.GEOID18 height accuracy estimate available here.
 GL1412
 GL1412.Click photographs - Photos may exist for this station.
 GL1412
 GL1412.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1412
 GL1412. The following values were computed from the NAD 83(1997) position.
 GL1412
 GL1412;                    North         East     Units Scale Factor Converg.
 GL1412;SPC OK N     -   214,338.670   193,267.738   MT  1.00001535   -2 41 31.7
 GL1412;SPC OK N     -   703,209.45    634,079.24   sFT  1.00001535   -2 41 31.7
 GL1412;UTM  13      - 4,080,517.768   717,395.285   MT  1.00018226   +1 27 45.5
 GL1412
 GL1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1412!SPC OK N     -   0.99979887  x   1.00001535  =   0.99981422
 GL1412!UTM  13      -   0.99979887  x   1.00018226  =   0.99998110
 GL1412
 GL1412:                Primary Azimuth Mark                     Grid Az
 GL1412:SPC OK N     -  STA 13 JFS                               162 22 36.2
 GL1412:UTM  13      -  STA 13 JFS                               158 13 19.0
 GL1412
 GL1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1739580517(NAD 83)
 GL1412
 GL1412|---------------------------------------------------------------------|
 GL1412| PID    Reference Object                     Distance      Geod. Az  |
 GL1412|                                                           dddmmss.s |
 GL1412| GL1411 STA 13 JFS                          APPROX. 5.0 KM 1594104.5 |
 GL1412|---------------------------------------------------------------------|
 GL1412
 GL1412                          SUPERSEDED SURVEY CONTROL
 GL1412
 GL1412  NAD 83(1993)-  36 50 44.11411(N)    102 33 42.58614(W) AD(       ) 3
 GL1412  NAD 83(1992)-  36 50 44.12585(N)    102 33 42.59337(W) AD(       ) 3
 GL1412  NAD 83(1992)-  36 50 44.12670(N)    102 33 42.58168(W) AD(       ) 3
 GL1412  NAD 83(1986)-  36 50 44.12671(N)    102 33 42.58169(W) AD(       ) 3
 GL1412  NAD 27      -  36 50 44.05007(N)    102 33 40.90401(W) AD(       ) 3
 GL1412
 GL1412.Superseded values are not recommended for survey control.
 GL1412
 GL1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1412.See file dsdata.pdf to determine how the superseded data were derived.
 GL1412
 GL1412_MARKER: B = BOLT
 GL1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1412+STABILITY: SURFACE MOTION
 GL1412
 GL1412  HISTORY     - Date     Condition        Report By
 GL1412  HISTORY     - 1945     MONUMENTED       BOR
 GL1412
 GL1412                          STATION DESCRIPTION
 GL1412
 GL1412'DESCRIBED BY US BUREAU OF RECLAMATION 1945
 GL1412'USBR TRIANGULATION STATION GRAVEL, 1945.  BOISE CITY, 7.5 MI N. AND
 GL1412'2.5 MI W. OF.  2.5 MI WEST OF U. S. HWY. 287 AND 0.3 MI SOUTH OF OLD
 GL1412'SANTA FE TRAIL, IN T4N, R5E, IN CENTER OF SEC. 6.  0.5 MI SOUTH OF N.
 GL1412'-S. ROAD FORK, 0.3 MI WEST OF COUNTY RD.  A CONCRETE POST WITH 1/2 -
 GL1412'IN.  BOLT IN CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0711 ***********************************************************************
 GJ0711  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0711  DESIGNATION -  GRAVEL
 GJ0711  PID         -  GJ0711
 GJ0711  STATE/COUNTY-  OK/ELLIS
 GJ0711  COUNTRY     -  US
 GJ0711  USGS QUAD   -  ARNETT SE (2018)
 GJ0711
 GJ0711                         *CURRENT SURVEY CONTROL
 GJ0711  ______________________________________________________________________
 GJ0711* NAD 83(2011) POSITION- 36 03 59.35176(N) 099 45 23.30518(W)   ADJUSTED
 GJ0711* NAD 83(2011) ELLIP HT-   709.032 (meters)        (06/27/12)   ADJUSTED
 GJ0711* NAD 83(2011) EPOCH   -  2010.00
 GJ0711* NAVD 88 ORTHO HEIGHT -   737.451 (meters)     2419.45  (feet) ADJUSTED
 GJ0711  ______________________________________________________________________
 GJ0711  GEOID HEIGHT    -        -28.387 (meters)                     GEOID18
 GJ0711  NAD 83(2011) X  -   -874,796.289 (meters)                     COMP
 GJ0711  NAD 83(2011) Y  - -5,087,570.382 (meters)                     COMP
 GJ0711  NAD 83(2011) Z  -  3,734,574.966 (meters)                     COMP
 GJ0711  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 GJ0711  DYNAMIC HEIGHT  -        736.689 (meters)     2416.95  (feet) COMP
 GJ0711  MODELED GRAVITY -    979,575.4   (mgal)                       NAVD 88
 GJ0711
 GJ0711  VERT ORDER      -  FIRST     CLASS II
 GJ0711
 GJ0711  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0711  Standards:
 GJ0711         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0711            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0711  -------------------------------------------------------------------
 GJ0711  NETWORK    1.65   2.76           0.75   0.58   1.41      0.02488983
 GJ0711  -------------------------------------------------------------------
 GJ0711  Click here for local accuracies and other accuracy information.
 GJ0711
 GJ0711.The horizontal coordinates were established by GPS observations
 GJ0711.and adjusted by the National Geodetic Survey in June 2012.
 GJ0711
 GJ0711.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0711.been affixed to the stable North American tectonic plate. See 
 GJ0711.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0711
 GJ0711.The horizontal coordinates are valid at the epoch date displayed above
 GJ0711.which is a decimal equivalence of Year/Month/Day.
 GJ0711
 GJ0711.The orthometric height was determined by differential leveling and
 GJ0711.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0711.in August 1994.
 GJ0711
 GJ0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0711.GEOID18 height accuracy estimate available here.
 GJ0711
 GJ0711.Click photographs - Photos may exist for this station.
 GJ0711
 GJ0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0711
 GJ0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0711
 GJ0711.The ellipsoidal height was determined by GPS observations
 GJ0711.and is referenced to NAD 83.
 GJ0711
 GJ0711.The dynamic height is computed by dividing the NAVD 88
 GJ0711.geopotential number by the normal gravity value computed on the
 GJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0711.degrees latitude (g = 980.6199 gals.).
 GJ0711
 GJ0711.The modeled gravity was interpolated from observed gravity values.
 GJ0711
 GJ0711. The following values were computed from the NAD 83(2011) position.
 GJ0711
 GJ0711;                    North         East     Units Scale Factor Converg.
 GJ0711;SPC OK N     -   119,760.795   441,779.923   MT  0.99994695   -1 02 11.7
 GJ0711;SPC OK N     -   392,915.21  1,449,406.30   sFT  0.99994695   -1 02 11.7
 GJ0711;UTM  14      - 3,991,587.593   431,877.489   MT  0.99965718   -0 26 43.3
 GJ0711
 GJ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0711!SPC OK N     -   0.99988873  x   0.99994695  =   0.99983569
 GJ0711!UTM  14      -   0.99988873  x   0.99965718  =   0.99954595
 GJ0711
 GJ0711:                Primary Azimuth Mark                     Grid Az
 GJ0711:SPC OK N     -  GRAVEL AZ MK                             183 27 53.3
 GJ0711:UTM  14      -  GRAVEL AZ MK                             182 52 24.9
 GJ0711
 GJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3187791587(NAD 83)
 GJ0711
 GJ0711|---------------------------------------------------------------------|
 GJ0711| PID    Reference Object                     Distance      Geod. Az  |
 GJ0711|                                                           dddmmss.s |
 GJ0711| GJ0782 GRAVEL RM 1                          12.707 METERS 17708     |
 GJ0711| GJ0784 GRAVEL AZ MK                                       1822541.6 |
 GJ0711| GJ0783 GRAVEL RM 2                          35.183 METERS 26952     |
 GJ0711|---------------------------------------------------------------------|
 GJ0711
 GJ0711                          SUPERSEDED SURVEY CONTROL
 GJ0711
 GJ0711  NAD 83(2007)-  36 03 59.35177(N)    099 45 23.30586(W) AD(2002.00) 0
 GJ0711  ELLIP H (02/10/07)  709.054  (m)                       GP(2002.00)    
 GJ0711  ELLIP H (04/16/01)  709.038  (m)                       GP(       ) 4 2
 GJ0711  NAD 83(1993)-  36 03 59.35171(N)    099 45 23.30545(W) AD(       ) B
 GJ0711  ELLIP H (05/09/94)  709.067  (m)                       GP(       ) 4 2
 GJ0711  NAD 83(1986)-  36 03 59.36395(N)    099 45 23.29559(W) AD(       ) 2
 GJ0711  NAD 27      -  36 03 59.20668(N)    099 45 21.88371(W) AD(       ) 2
 GJ0711  NAVD 88             737.45   (m)         2419.5    (f) LEVELING    3  
 GJ0711  NAVD 88 (05/09/94)  737.4    (m)  GEOID93  model used  GPS OBS        
 GJ0711
 GJ0711.Superseded values are not recommended for survey control.
 GJ0711
 GJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0711.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0711
 GJ0711_MARKER: DS = TRIANGULATION STATION DISK
 GJ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0711_STAMPING: GRAVEL 1963
 GJ0711_MARK LOGO: CGS
 GJ0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0711+STABILITY: SURFACE MOTION
 GJ0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0711+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2018
 GJ0711
 GJ0711  HISTORY     - Date     Condition        Report By
 GJ0711  HISTORY     - 1963     MONUMENTED       CGS
 GJ0711  HISTORY     - 1963     GOOD             CGS
 GJ0711  HISTORY     - 19930508 GOOD             NGS
 GJ0711  HISTORY     - 19940223 GOOD             NGS
 GJ0711  HISTORY     - 20000119 GOOD             NGS
 GJ0711  HISTORY     - 20050629 GOOD             INDIV
 GJ0711  HISTORY     - 20180422 GOOD             WOOLPT
 GJ0711
 GJ0711                          STATION DESCRIPTION
 GJ0711
 GJ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0711'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHEAST OF ARNETT, 12 MILES
 GJ0711'SOUTHWEST OF HARMON, ON THE EAST SIDE OF U. S. HIGHWAY 283 AND ON
 GJ0711'HIGHWAY RIGHT-OF-WAY.
 GJ0711'
 GJ0711'TO REACH THE STATION FROM THE COURTHOUSE IN ARNETT, GO EAST ON U. S.
 GJ0711'HIGHWAYS 60 AND 283 FOR 0.65 MILE TO A FORK, TAKE THE RIGHT FORK AND
 GJ0711'GO SOUTH ON U. S. HIGHWAY 283 FOR 4.85 MILES TO THE STATION ON THE
 GJ0711'LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH
 GJ0711'MARK ON THE RIGHT.
 GJ0711'
 GJ0711'THE STATION MARK IS A STANDARD DISK, STAMPED GRAVEL 1963, SET IN
 GJ0711'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0711'IT IS 56 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 283, 5.4 FEET
 GJ0711'NORTH-NORTHWEST OF A METAL WITNESS POST, 3 FEET WEST OF A
 GJ0711'NORTH-SOUTH FENCE AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 GJ0711'
 GJ0711'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAVEL NO 1 1963, SET
 GJ0711'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0711'IT IS 57 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36.8 FEET
 GJ0711'SOUTH OF A METAL WITNESS POST, 1 FOOT WEST OF THE FENCE AND ABOUT
 GJ0711'THE SAME ELEVATION AS THE STATION.
 GJ0711'
 GJ0711'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAVEL NO 2 1963, SET
 GJ0711'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0711'IT IS 58.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST
 GJ0711'OF A NORTH-SOUTH FENCE AND ABOUT THE SAME ELEVATION AS THE
 GJ0711'STATION.
 GJ0711'
 GJ0711'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVEL 1963, SET IN THE
 GJ0711'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0711'60.7 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 283, 1.6 FEET
 GJ0711'SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 GJ0711'FENCE.
 GJ0711
 GJ0711                          STATION RECOVERY (1963)
 GJ0711
 GJ0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0711'RECOVERED IN GOOD CONDITION.
 GJ0711
 GJ0711                          STATION RECOVERY (1993)
 GJ0711
 GJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0711'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 GJ0711'RECOVERED IN GOOD CONDITION.
 GJ0711'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH-SOUTHEAST OF ARNETT,
 GJ0711'ALONG US HIGHWAY 283, ON A SLIGHT RISE, ON THE RIGHT-OF-WAY, ADJACENT
 GJ0711'TO FENCED RANGE, IN WEST CENTRAL SECTION 3, T 18 N, R 24 W.
 GJ0711'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GJ0711'TO REACH FROM THE JUNCTION OF US HIGHWAYS 60, 283 AND STATE HIGHWAY
 GJ0711'51, ABOUT 1 KM (0.60 MI) EAST OF ARNETT, GO SOUTH ON HIGHWAY 283 FOR
 GJ0711'5.55 KM (3.45 MI) TO A DIRT ROAD RIGHT.  CONTINUE AHEAD FOR 2.22 KM
 GJ0711'(1.35 MI) TO THE STATION ON THE LEFT.
 GJ0711'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 2 CM
 GJ0711'BELOW GROUND.  IT IS 17.3 M (56.8 FT) EAST OF, AND SLIGHTLY HIGHER
 GJ0711'THAN THE HIGHWAY CENTER, 0.8 M (2.6 FT) WEST OF A METAL WITNESS POST
 GJ0711'IN THE RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A METAL
 GJ0711'WITNESS POST, 1.1 M (3.6 FT) NORTH-NORTHEAST OF A METAL WITNESS POST,
 GJ0711'AND 1.1 M (3.6 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 GJ0711
 GJ0711                          STATION RECOVERY (1994)
 GJ0711
 GJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GJ0711'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0711'ARNETT, THENCE 7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0711'35.2 M (115.5 FT) EAST OF REFERENCE MARK 2, 17.3 M (56.8 FT) EAST OF
 GJ0711'THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) NORTH OF REFERENCE MARK 1,
 GJ0711'0.8 M (2.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 GJ0711'HIGHWAY, IN THE CENTER OF 3 WITNESS POSTS, AND THE MONUMENT IS FLUSH
 GJ0711'WITH THE GROUND SURFACE.
 GJ0711
 GJ0711                          STATION RECOVERY (2000)
 GJ0711
 GJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WEH)
 GJ0711'STATION RECOVERED IN GOOD CONDITION, OTHER MARKS NOT SEARCHED FOR.
 GJ0711
 GJ0711                          STATION RECOVERY (2005)
 GJ0711
 GJ0711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DP)
 GJ0711'RECOVERED IN GOOD CONDITION.
 GJ0711
 GJ0711                          STATION RECOVERY (2018)
 GJ0711
 GJ0711'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2018 (MZ)
 GJ0711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0784 ***********************************************************************
 GJ0784  DESIGNATION -  GRAVEL AZ MK
 GJ0784  PID         -  GJ0784
 GJ0784  STATE/COUNTY-  OK/ELLIS
 GJ0784  COUNTRY     -  US
 GJ0784  USGS QUAD   -  ARNETT SE (2018)
 GJ0784
 GJ0784                         *CURRENT SURVEY CONTROL
 GJ0784  ______________________________________________________________________
 GJ0784* NAD 83(1986) POSITION- 36 03 35.     (N) 099 45 24.     (W)   SCALED
 GJ0784* NAVD 88 ORTHO HEIGHT -   733.093 (meters)     2405.16  (feet) ADJUSTED
 GJ0784  ______________________________________________________________________
 GJ0784  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 GJ0784  DYNAMIC HEIGHT  -        732.336 (meters)     2402.67  (feet) COMP
 GJ0784  MODELED GRAVITY -    979,575.1   (mgal)                       NAVD 88
 GJ0784
 GJ0784  VERT ORDER      -  FIRST     CLASS II
 GJ0784
 GJ0784.The horizontal coordinates were scaled from a map and have
 GJ0784.an estimated accuracy of +/- 6 seconds.
 GJ0784
 GJ0784.The orthometric height was determined by differential leveling and
 GJ0784.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0784.in August 1994.
 GJ0784
 GJ0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0784.GEOID18 height accuracy estimate available here.
 GJ0784
 GJ0784.Click photographs - Photos may exist for this station.
 GJ0784
 GJ0784.The dynamic height is computed by dividing the NAVD 88
 GJ0784.geopotential number by the normal gravity value computed on the
 GJ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0784.degrees latitude (g = 980.6199 gals.).
 GJ0784
 GJ0784.The modeled gravity was interpolated from observed gravity values.
 GJ0784
 GJ0784;                    North         East    Units  Estimated Accuracy
 GJ0784;SPC OK N     -   119,010.      441,750.      MT  (+/- 180 meters Scaled)
 GJ0784
 GJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME318908(NAD 83)
 GJ0784
 GJ0784                          SUPERSEDED SURVEY CONTROL
 GJ0784
 GJ0784.No superseded survey control is available for this station.
 GJ0784
 GJ0784_MARKER: DZ = AZIMUTH MARK DISK
 GJ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0784_STAMPING: GRAVEL 1963
 GJ0784_MARK LOGO: CGS
 GJ0784_PROJECTION: RECESSED 9 CENTIMETERS
 GJ0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0784+STABILITY: SURFACE MOTION
 GJ0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0784+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1994
 GJ0784
 GJ0784  HISTORY     - Date     Condition        Report By
 GJ0784  HISTORY     - 1963     MONUMENTED       CGS
 GJ0784  HISTORY     - 19940223 GOOD             NGS
 GJ0784
 GJ0784                          STATION DESCRIPTION
 GJ0784
 GJ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0784'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0784'ARNETT, THENCE 8.5 KM (5.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0784'18.0 M (59.1 FT) WEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) SOUTH
 GJ0784'OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 GJ0784'M (1.0 FT) EAST OF A FENCE, AND THE MONUMENT IS RECESSED 0.1 M
 GJ0784'(0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0782 ***********************************************************************
 GJ0782  DESIGNATION -  GRAVEL RM 1
 GJ0782  PID         -  GJ0782
 GJ0782  STATE/COUNTY-  OK/ELLIS
 GJ0782  COUNTRY     -  US
 GJ0782  USGS QUAD   -  ARNETT SE (2018)
 GJ0782
 GJ0782                         *CURRENT SURVEY CONTROL
 GJ0782  ______________________________________________________________________
 GJ0782* NAD 83(1986) POSITION- 36 03 58.94   (N) 099 45 23.28   (W)   HD_HELD1
 GJ0782* NAVD 88 ORTHO HEIGHT -   737.666 (meters)     2420.16  (feet) ADJUSTED
 GJ0782  ______________________________________________________________________
 GJ0782  GEOID HEIGHT    -        -28.387 (meters)                     GEOID18
 GJ0782  DYNAMIC HEIGHT  -        736.904 (meters)     2417.66  (feet) COMP
 GJ0782  MODELED GRAVITY -    979,575.4   (mgal)                       NAVD 88
 GJ0782
 GJ0782  VERT ORDER      -  FIRST     CLASS II
 GJ0782
 GJ0782.The horizontal coordinates were determined by differentially corrected
 GJ0782.hand held GPS observations or other comparable positioning techniques
 GJ0782.and have an estimated accuracy of +/- 3 meters.
 GJ0782
 GJ0782.The orthometric height was determined by differential leveling and
 GJ0782.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0782.in August 1994.
 GJ0782
 GJ0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0782.GEOID18 height accuracy estimate available here.
 GJ0782
 GJ0782.Click photographs - Photos may exist for this station.
 GJ0782
 GJ0782.The dynamic height is computed by dividing the NAVD 88
 GJ0782.geopotential number by the normal gravity value computed on the
 GJ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0782.degrees latitude (g = 980.6199 gals.).
 GJ0782
 GJ0782.The modeled gravity was interpolated from observed gravity values.
 GJ0782
 GJ0782;                    North         East    Units  Estimated Accuracy
 GJ0782;SPC OK N     -   119,748.1     441,780.3     MT  (+/- 3 meters HH1 GPS) 
 GJ0782
 GJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3187891574(NAD 83)
 GJ0782
 GJ0782                          SUPERSEDED SURVEY CONTROL
 GJ0782
 GJ0782.No superseded survey control is available for this station.
 GJ0782
 GJ0782_MARKER: DR = REFERENCE MARK DISK
 GJ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0782_STAMPING: GRAVEL NO 1 1963
 GJ0782_MARK LOGO: CGS
 GJ0782_PROJECTION: FLUSH
 GJ0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0782+STABILITY: SURFACE MOTION
 GJ0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0782+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1994
 GJ0782
 GJ0782  HISTORY     - Date     Condition        Report By
 GJ0782  HISTORY     - 1963     MONUMENTED       CGS
 GJ0782  HISTORY     - 19940223 GOOD             NGS
 GJ0782
 GJ0782                          STATION DESCRIPTION
 GJ0782
 GJ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0782'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0782'ARNETT, THENCE 7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0782'38.0 M (124.7 FT) SOUTHEAST OF REFERENCE MARK 2, 17.8 M (58.4 FT)
 GJ0782'EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) SOUTH
 GJ0782'OF TRIANGULATION STATION GRAVEL, 0.3 M (1.0 FT) WEST OF A WITNESS
 GJ0782'POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0783 ***********************************************************************
 GJ0783  DESIGNATION -  GRAVEL RM 2
 GJ0783  PID         -  GJ0783
 GJ0783  STATE/COUNTY-  OK/ELLIS
 GJ0783  COUNTRY     -  US
 GJ0783  USGS QUAD   -  ARNETT SE (2018)
 GJ0783
 GJ0783                         *CURRENT SURVEY CONTROL
 GJ0783  ______________________________________________________________________
 GJ0783* NAD 83(1986) POSITION- 36 03 59.35   (N) 099 45 24.71   (W)   HD_HELD1
 GJ0783* NAVD 88 ORTHO HEIGHT -   736.835 (meters)     2417.43  (feet) ADJUSTED
 GJ0783  ______________________________________________________________________
 GJ0783  GEOID HEIGHT    -        -28.387 (meters)                     GEOID18
 GJ0783  DYNAMIC HEIGHT  -        736.074 (meters)     2414.94  (feet) COMP
 GJ0783  MODELED GRAVITY -    979,575.5   (mgal)                       NAVD 88
 GJ0783
 GJ0783  VERT ORDER      -  FIRST     CLASS II
 GJ0783
 GJ0783.The horizontal coordinates were determined by differentially corrected
 GJ0783.hand held GPS observations or other comparable positioning techniques
 GJ0783.and have an estimated accuracy of +/- 3 meters.
 GJ0783
 GJ0783.The orthometric height was determined by differential leveling and
 GJ0783.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0783.in August 1994.
 GJ0783
 GJ0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0783.GEOID18 height accuracy estimate available here.
 GJ0783
 GJ0783.Click photographs - Photos may exist for this station.
 GJ0783
 GJ0783.The dynamic height is computed by dividing the NAVD 88
 GJ0783.geopotential number by the normal gravity value computed on the
 GJ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0783.degrees latitude (g = 980.6199 gals.).
 GJ0783
 GJ0783.The modeled gravity was interpolated from observed gravity values.
 GJ0783
 GJ0783;                    North         East    Units  Estimated Accuracy
 GJ0783;SPC OK N     -   119,761.4     441,744.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0783
 GJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3184291587(NAD 83)
 GJ0783
 GJ0783                          SUPERSEDED SURVEY CONTROL
 GJ0783
 GJ0783.No superseded survey control is available for this station.
 GJ0783
 GJ0783_MARKER: DR = REFERENCE MARK DISK
 GJ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0783_STAMPING: GRAVEL NO 2 1963
 GJ0783_MARK LOGO: CGS
 GJ0783_PROJECTION: FLUSH
 GJ0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0783+STABILITY: SURFACE MOTION
 GJ0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0783+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1994
 GJ0783
 GJ0783  HISTORY     - Date     Condition        Report By
 GJ0783  HISTORY     - 1963     MONUMENTED       CGS
 GJ0783  HISTORY     - 19940223 GOOD             NGS
 GJ0783
 GJ0783                          STATION DESCRIPTION
 GJ0783
 GJ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0783'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0783'ARNETT, THENCE 7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0783'38.0 M (124.7 FT) NORTHWEST OF REFERENCE MARK 1, 35.2 M (115.5 FT)
 GJ0783'WEST OF TRIANGULATION STATION GRAVEL, 17.9 M (58.7 FT) WEST OF THE
 GJ0783'HIGHWAY CENTERLINE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 GJ0783'0.6 M (2.0 FT) EAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS
 GJ0783'FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0785 ***********************************************************************
 EL0785  DESIGNATION -  GRAY
 EL0785  PID         -  EL0785
 EL0785  STATE/COUNTY-  OK/JOHNSTON
 EL0785  COUNTRY     -  US
 EL0785  USGS QUAD   -  MILL CREEK (2018)
 EL0785
 EL0785                         *CURRENT SURVEY CONTROL
 EL0785  ______________________________________________________________________
 EL0785* NAD 83(1993) POSITION- 34 24 32.38251(N) 096 46 33.52547(W)   ADJUSTED
 EL0785* NAVD 88 ORTHO HEIGHT -   345.    (meters)     1132.    (feet) SCALED
 EL0785  ______________________________________________________________________
 EL0785  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 EL0785  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 EL0785  HORZ ORDER      -  FIRST
 EL0785
 EL0785.The horizontal coordinates were established by classical geodetic methods
 EL0785.and adjusted by the National Geodetic Survey in November 1994.
 EL0785
 EL0785.The orthometric height was scaled from a topographic map.
 EL0785
 EL0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0785.GEOID18 height accuracy estimate available here.
 EL0785
 EL0785.Click photographs - Photos may exist for this station.
 EL0785
 EL0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0785
 EL0785. The following values were computed from the NAD 83(1993) position.
 EL0785
 EL0785;                    North         East     Units Scale Factor Converg.
 EL0785;SPC OK S     -   119,998.007   712,526.609   MT  0.99994059   +0 41 41.2
 EL0785;SPC OK S     -   393,693.46  2,337,681.05   sFT  0.99994059   +0 41 41.2
 EL0785;UTM  14      - 3,809,748.634   704,412.626   MT  1.00011507   +1 15 26.0
 EL0785
 EL0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0785!SPC OK S     -   0.99994983  x   0.99994059  =   0.99989043
 EL0785!UTM  14      -   0.99994983  x   1.00011507  =   1.00006490
 EL0785
 EL0785:                Primary Azimuth Mark                     Grid Az
 EL0785:SPC OK S     -  GRAY AZ MK                               062 31 25.0
 EL0785:UTM  14      -  GRAY AZ MK                               061 57 40.2
 EL0785
 EL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0441209748(NAD 83)
 EL0785
 EL0785|---------------------------------------------------------------------|
 EL0785| PID    Reference Object                     Distance      Geod. Az  |
 EL0785|                                                           dddmmss.s |
 EL0785| CY2007 GRAY RM 1                            16.482 METERS 02028     |
 EL0785| CY2006 GRAY AZ MK                                         0631306.2 |
 EL0785| CY2008 GRAY RM 2                            24.633 METERS 25301     |
 EL0785|---------------------------------------------------------------------|
 EL0785
 EL0785                          SUPERSEDED SURVEY CONTROL
 EL0785
 EL0785  NAD 83(1986)-  34 24 32.38713(N)    096 46 33.51673(W) AD(       ) 1
 EL0785  NAD 27      -  34 24 32.05720(N)    096 46 32.48950(W) AD(       ) 1
 EL0785
 EL0785.Superseded values are not recommended for survey control.
 EL0785
 EL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0785.See file dsdata.pdf to determine how the superseded data were derived.
 EL0785
 EL0785_MARKER: DS = TRIANGULATION STATION DISK
 EL0785_SETTING: 80 = SET IN A BOULDER
 EL0785_STAMPING: GRAY 1954
 EL0785_MARK LOGO: CGS
 EL0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0785+STABILITY: SURFACE MOTION
 EL0785
 EL0785  HISTORY     - Date     Condition        Report By
 EL0785  HISTORY     - 1954     MONUMENTED       CGS
 EL0785
 EL0785                          STATION DESCRIPTION
 EL0785
 EL0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0785'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF REAGAN AND 3
 EL0785'MILES EAST OF MILL CREEK ON THE TOP OF A LARGE FLAT TOPPED
 EL0785'HILL.  IT IS ABOUT 50 YARDS SOUTHWEST OF A LARGE STEEL STOCK
 EL0785'TANK, 125 FEET SOUTH OF THE CENTER OF A WIRE GATE AND 18.5
 EL0785'FEET WEST OF A FENCE.  IT IS A STANDARD BRONZE DISK CEMENTED
 EL0785'IN A DRILL HOLE IN A BURIED BOULDER ABOUT FLUSH WITH THE GROUND
 EL0785'AND THE DISK IS STAMPED GRAY 1954.
 EL0785'
 EL0785'REFERENCE MARK NO. 1 IS 78 FEET SOUTHWEST OF THE CENTER OF A
 EL0785'WIRE GATE AND 19 FEET WEST OF A FENCE.  IT IS A STANDARD
 EL0785'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER ABOUT
 EL0785'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GRAY NO 1 1954.
 EL0785'
 EL0785'REFERENCE MARK NO. 2 IS 78 FEET WEST OF A FENCE AND ABOUT 1
 EL0785'FOOT BELOW THE ELEVATION OF THE STATION.  IT IS A STANDARD BRONZE
 EL0785'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER ABOUT
 EL0785'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EL0785'GRAY NO 2 1954.
 EL0785'
 EL0785'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EL0785'NO. 2 IS 121.6 FEET.
 EL0785'
 EL0785'THE AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER OF A TRACK
 EL0785'ROAD, 3.5 FEET NORTH OF A WITNESS POST AND 2.5 FEET WEST OF A
 EL0785'FENCE CORNER.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED GRAY
 EL0785'1954.
 EL0785'
 EL0785'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 12
 EL0785'AND STATE ROUTE NO. 7 JUST WEST OF THE POST OFFICE IN MILL
 EL0785'CREEK, GO EAST ON STATE ROUTE NO. 7 FOR 0.3 MILE TO WHERE
 EL0785'STATE ROUTE NO. 7 TURNS RIGHT AND A GRAVELED ROAD GOES STRAIGHT
 EL0785'AHEAD.  HERE CONTINUE EAST ON THE GRAVELED ROAD FOR 1.7 MILES
 EL0785'TO A T CROSSROAD WHERE THE MAIN TRAVELED ROAD TURNS LEFT,
 EL0785'TURN LEFT AND GO NORTH FOR 1.0 MILE TO A T ROAD RIGHT.  HERE
 EL0785'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.9 MILES TO
 EL0785'WHERE THE MAIN TRAVELED ROAD BEARS LEFT AND A SIDE ROAD RIGHT,
 EL0785'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.4 MILE
 EL0785'TO A GROUP OF FARM BUILDINGS ON THE RIGHT AND A TRACK ROAD
 EL0785'RIGHT.  HERE TURN RIGHT AND FOLLOW THIS TRACK ROAD
 EL0785'SOUTHWESTERLY FOR 0.2 MILE TO A FENCE CORNER AND THE
 EL0785'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 EL0785'SOUTHWESTERLY ON THIS TRACK ROAD FOR 0.25 MILE TO A FORK AND
 EL0785'A WIRE GATE ON THE LEFT, TURN LEFT THROUGH THIS WIRE GATE
 EL0785'AND TURN SHARP LEFT AND FOLLOW ALONG THE WEST EDGE OF
 EL0785'THE PASTURE FENCE FOR 0.05 MILE TO THE TOP OF THE HILL
 EL0785'AND THE STATION AS DESCRIBED.
 EL0785'
 EL0785'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1133 ***********************************************************************
 FH1133  DESIGNATION -  GRAY
 FH1133  PID         -  FH1133
 FH1133  STATE/COUNTY-  OK/OKMULGEE
 FH1133  COUNTRY     -  US
 FH1133  USGS QUAD   -  HOFFMAN (2018)
 FH1133
 FH1133                         *CURRENT SURVEY CONTROL
 FH1133  ______________________________________________________________________
 FH1133* NAD 83(1993) POSITION- 35 29 27.55868(N) 095 52 24.22109(W)   ADJUSTED
 FH1133* NAVD 88 ORTHO HEIGHT -   219.7   (meters)      721.    (feet) VERTCON3
 FH1133  ______________________________________________________________________
 FH1133  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 FH1133  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 FH1133  HORZ ORDER      -  SECOND
 FH1133
 FH1133.The horizontal coordinates were established by classical geodetic methods
 FH1133.and adjusted by the National Geodetic Survey in November 1994.
 FH1133
 FH1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1133
 FH1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1133.GEOID18 height accuracy estimate available here.
 FH1133
 FH1133.Click photographs - Photos may exist for this station.
 FH1133
 FH1133.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1133
 FH1133. The following values were computed from the NAD 83(1993) position.
 FH1133
 FH1133;                    North         East     Units Scale Factor Converg.
 FH1133;SPC OK N     -    56,590.272   792,954.534   MT  1.00001460   +1 15 18.0
 FH1133;SPC OK N     -   185,663.25  2,601,551.67   sFT  1.00001460   +1 15 18.0
 FH1133;UTM  15      - 3,931,290.615   239,337.922   MT  1.00043739   -1 40 09.0
 FH1133
 FH1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1133!SPC OK N     -   0.99997012  x   1.00001460  =   0.99998472
 FH1133!UTM  15      -   0.99997012  x   1.00043739  =   1.00040749
 FH1133
 FH1133:                Primary Azimuth Mark                     Grid Az
 FH1133:SPC OK N     -  MORRIS MUNICIPAL WATER TK                003 16 36.2
 FH1133:UTM  15      -  MORRIS MUNICIPAL WATER TK                006 12 03.2
 FH1133
 FH1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3933731290(NAD 83)
 FH1133
 FH1133|---------------------------------------------------------------------|
 FH1133| PID    Reference Object                     Distance      Geod. Az  |
 FH1133|                                                           dddmmss.s |
 FH1133| FH1164 MORRIS MUNICIPAL WATER TK           APPROX.13.1 KM 0043154.2 |
 FH1133| CI1504 GRAY RM 1                            15.191 METERS 03034     |
 FH1133| CI1505 GRAY RM 2                            29.052 METERS 12102     |
 FH1133|---------------------------------------------------------------------|
 FH1133
 FH1133                          SUPERSEDED SURVEY CONTROL
 FH1133
 FH1133  NAD 83(1986)-  35 29 27.58495(N)    095 52 24.21455(W) AD(       ) 2
 FH1133  NAD 27      -  35 29 27.20689(N)    095 52 23.23049(W) AD(       ) 2
 FH1133  NGVD 29 (07/19/86)  219.6    (m)          720.     (f) VERT ANG       
 FH1133
 FH1133.Superseded values are not recommended for survey control.
 FH1133
 FH1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1133.See file dsdata.pdf to determine how the superseded data were derived.
 FH1133
 FH1133_MARKER: DD = SURVEY DISK
 FH1133_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1133+WITH SETTING: INFORMATION.
 FH1133_STAMPING: ET GRAY 1968
 FH1133_MARK LOGO: USGS
 FH1133_PROJECTION: FLUSH
 FH1133_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1133
 FH1133  HISTORY     - Date     Condition        Report By
 FH1133  HISTORY     - 1968     MONUMENTED       USGS
 FH1133
 FH1133                          STATION DESCRIPTION
 FH1133
 FH1133'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1133'THE STATION IS ABOUT 7.0 MI NE. OF HENRYETTA, T. 12 N., R. 14 E.,
 FH1133'NEAR THE W. SIXTEENTH CORNER BETWEEN SECS. 19 AND 30, ABOUT 0.25 MI
 FH1133'NE. OF A Y-RD. N., 49 FT NORMAL WNW. OF U.S. HWY. 266, ON TOP OF A
 FH1133'SMALL HILL.
 FH1133'
 FH1133'TO REACH FROM THE INTERSECTION OF U.S. HWY. 75 AND U.S. HWY. 266 IN
 FH1133'E. EDGE OF HENRYETTA, GO E. AND NE. ON U.S. HWY. 266 FOR 5.6 MI TO A
 FH1133'Y-RD. N., CONTINUE NE. ON 266 FOR 0.25 MI TO TOP OF SMALL HILL AND
 FH1133'STATION ON THE LEFT.
 FH1133'
 FH1133'STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 FH1133'RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH GRAVEL TO
 FH1133'WITHIN 1 IN. OF CAP, STAMPED ET GRAY 1968 IS 49 FT NORMAL WNW. FROM
 FH1133'CENTER OF HWY., 1.5 FT NORMAL ESE. FROM N. RIGHT-OF-WAY FENCE, 1.5
 FH1133'FT NORMAL ESE. FROM METAL WITNESS POST.  IT IS FLUSH WITH THE
 FH1133'GROUND.
 FH1133'
 FH1133'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1133'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1133'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GRAY NO 1 1968 IS NE. OF
 FH1133'STATION, 49 FT NORMAL WNW. FROM CENTER OF HWY., 1.5 FT NORMAL
 FH1133'ESE. FROM N. RIGHT-OF-WAY FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1133'
 FH1133'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1133'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1133'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GRAY NO 2 1968, IS SE. OF
 FH1133'STATION, 47 FT NORMAL ESE. FROM CENTER OF HWY., 1 FT NORMAL
 FH1133'WNW. FROM S. RIGHT-OF-WAY FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1133'
 FH1133'NO AZIMUTH MARK SET.
 FH1133'
 FH1133'REFERENCE AZIMUTH USED - MORRIS MWT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1261 ***********************************************************************
 FH1261  CBN         -  This is a Cooperative Base Network Control Station.
 FH1261  DESIGNATION -  GREASY
 FH1261  PID         -  FH1261
 FH1261  STATE/COUNTY-  OK/ADAIR
 FH1261  COUNTRY     -  US
 FH1261  USGS QUAD   -  GREASY (2018)
 FH1261
 FH1261                         *CURRENT SURVEY CONTROL
 FH1261  ______________________________________________________________________
 FH1261* NAD 83(2011) POSITION- 35 38 55.61609(N) 094 40 35.99724(W)   ADJUSTED
 FH1261* NAD 83(2011) ELLIP HT-   307.698 (meters)        (06/27/12)   ADJUSTED
 FH1261* NAD 83(2011) EPOCH   -  2010.00
 FH1261* NAVD 88 ORTHO HEIGHT -   336.9   (meters)     1105.    (feet) GPS OBS
 FH1261  ______________________________________________________________________
 FH1261  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FH1261  GEOID HEIGHT    -        -29.080 (meters)                     GEOID96
 FH1261  GEOID HEIGHT    -        -29.160 (meters)                     GEOID18
 FH1261  NAD 83(2011) X  -   -423,077.450 (meters)                     COMP
 FH1261  NAD 83(2011) Y  - -5,171,781.752 (meters)                     COMP
 FH1261  NAD 83(2011) Z  -  3,696,773.908 (meters)                     COMP
 FH1261  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 FH1261
 FH1261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1261  Standards:
 FH1261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1261  -------------------------------------------------------------------
 FH1261  NETWORK    1.73   3.55           0.80   0.57   1.81      0.04332917
 FH1261  -------------------------------------------------------------------
 FH1261  Click here for local accuracies and other accuracy information.
 FH1261
 FH1261.The horizontal coordinates were established by GPS observations
 FH1261.and adjusted by the National Geodetic Survey in June 2012.
 FH1261
 FH1261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1261.been affixed to the stable North American tectonic plate. See 
 FH1261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1261
 FH1261.The horizontal coordinates are valid at the epoch date displayed above
 FH1261.which is a decimal equivalence of Year/Month/Day.
 FH1261
 FH1261.The orthometric height was determined by GPS observations and a
 FH1261.high-resolution geoid model.
 FH1261
 FH1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1261.GEOID18 height accuracy estimate available here.
 FH1261
 FH1261.Click photographs - Photos may exist for this station.
 FH1261
 FH1261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1261
 FH1261.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1261
 FH1261.The ellipsoidal height was determined by GPS observations
 FH1261.and is referenced to NAD 83.
 FH1261
 FH1261. The following values were computed from the NAD 83(2011) position.
 FH1261
 FH1261;                    North         East     Units Scale Factor Converg.
 FH1261;SPC OK N     -    77,134.852   900,904.101   MT  0.99998611   +1 57 40.5
 FH1261;SPC OK N     -   253,066.59  2,955,716.20   sFT  0.99998611   +1 57 40.5
 FH1261;UTM  15      - 3,946,289.010   348,211.880   MT  0.99988392   -0 58 38.5
 FH1261
 FH1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1261!SPC OK N     -   0.99995171  x   0.99998611  =   0.99993782
 FH1261!UTM  15      -   0.99995171  x   0.99988392  =   0.99983563
 FH1261
 FH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4821146289(NAD 83)
 FH1261
 FH1261                          SUPERSEDED SURVEY CONTROL
 FH1261
 FH1261  NAD 83(2007)-  35 38 55.61601(N)    094 40 35.99796(W) AD(2002.00) 0
 FH1261  ELLIP H (02/10/07)  307.720  (m)                       GP(2002.00)    
 FH1261  ELLIP H (04/16/01)  307.715  (m)                       GP(       ) 4 2
 FH1261  NAD 83(1993)-  35 38 55.61642(N)    094 40 35.99793(W) AD(       ) B
 FH1261  ELLIP H (05/09/94)  307.814  (m)                       GP(       ) 4 2
 FH1261  NAVD 88 (01/13/95)  336.9    (m)  UNKNOWN  model used  GPS OBS        
 FH1261  NAVD 88 (05/09/94)  336.9    (m)  GEOID93  model used  GPS OBS        
 FH1261
 FH1261.Superseded values are not recommended for survey control.
 FH1261
 FH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1261.See file dsdata.pdf to determine how the superseded data were derived.
 FH1261
 FH1261_MARKER: I = METAL ROD
 FH1261_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1261_STAMPING: GREASY 1993
 FH1261_MARK LOGO: NGS
 FH1261_PROJECTION: RECESSED 1 CENTIMETERS
 FH1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1261+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 FH1261_ROD/PIPE-DEPTH: 3.5 meters
 FH1261
 FH1261  HISTORY     - Date     Condition        Report By
 FH1261  HISTORY     - 1993     MONUMENTED       NGS
 FH1261  HISTORY     - 20030320 GOOD             OKDOT
 FH1261
 FH1261                          STATION DESCRIPTION
 FH1261
 FH1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FH1261'STATION IS LOCATED ABOUT 20 KM (12.40 MI) NORTH-NORTHEAST OF SALLISAW,
 FH1261'18 KM (11.20 MI) SOUTH OF STILLWELL, 3 KM (1.85 MI) SOUTHEAST OF
 FH1261'GREASY, 1 KM (0.60 MI) NORTH OF THE ADAIR-SEQUOYAH COUNTY LINE, ALONG
 FH1261'US HIGHWAY 59, ON THE RIGHT-OF-WAY, NEAR TOP OF A GRADE, ALONG A
 FH1261'PASTURE FENCE, AT A DIRT FARM LANE WITH CATTLE GUARD AND TALL PIPE
 FH1261'GATE POSTS, IN THE NORTHWEST 1/4 OF SECTION 32, T 14 N, R 25 E.
 FH1261'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FH1261'TO REACH FROM THE JUNCTION OF US HIGHWAYS 59 AND 64 IN SALLISAW, GO
 FH1261'NORTH ON HIGHWAY 59 FOR 27.64 KM (17.15 MI) TO THE COUNTY LINE AT THE
 FH1261'BOTTOM OF A LONG GRADE.  CONTINUE AHEAD FOR 1.08 KM (0.65 MI) TO THE
 FH1261'STATION ON THE LEFT.  STATION CAN ALSO BE REACHED FROM THE JUNCTION
 FH1261'OF US HIGHWAY 59 AND STATE HIGHWAY 100 EAST ON THE SOUTH SIDE OF
 FH1261'STILLWELL BY GOING SOUTH ON HIGHWAY 59 FOR 18.80 KM (11.70 MI) TO THE
 FH1261'STATION ON THE RIGHT.
 FH1261'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FH1261'GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP
 FH1261'SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 18.4 M (60.4 FT)
 FH1261'WEST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 0.8 M
 FH1261'(2.6 FT) EAST OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE,
 FH1261'22.9 M (75.1 FT) SOUTH OF THE FARM LANE CENTER, AND 19.8 M (65.0 FT)
 FH1261'SOUTH OF THE SOUTH GATEPOST.
 FH1261
 FH1261                          STATION RECOVERY (2003)
 FH1261
 FH1261'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (BKD)
 FH1261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0504 ***********************************************************************
 GJ0504  DESIGNATION -  GREAT SALT PLAINS DAM USE TANK
 GJ0504  PID         -  GJ0504
 GJ0504  STATE/COUNTY-  OK/ALFALFA
 GJ0504  COUNTRY     -  US
 GJ0504  USGS QUAD   -  JET (2018)
 GJ0504
 GJ0504                         *CURRENT SURVEY CONTROL
 GJ0504  ______________________________________________________________________
 GJ0504* NAD 83(1997) POSITION- 36 44 40.25409(N) 098 07 42.51826(W)   ADJUSTED
 GJ0504  ______________________________________________________________________
 GJ0504  GEOID HEIGHT    -        -27.918 (meters)                     GEOID18
 GJ0504  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 GJ0504  HORZ ORDER      -  THIRD
 GJ0504
 GJ0504.The horizontal coordinates were established by classical geodetic methods
 GJ0504.and adjusted by the National Geodetic Survey in October 1998.
 GJ0504
 GJ0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0504.GEOID18 height accuracy estimate available here.
 GJ0504
 GJ0504.Click photographs - Photos may exist for this station.
 GJ0504
 GJ0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0504
 GJ0504. The following values were computed from the NAD 83(1997) position.
 GJ0504
 GJ0504;                    North         East     Units Scale Factor Converg.
 GJ0504;SPC OK N     -   193,572.559   588,525.922   MT  0.99999603   -0 04 33.0
 GJ0504;SPC OK N     -   635,079.30  1,930,855.46   sFT  0.99999603   -0 04 33.0
 GJ0504;UTM  14      - 4,066,885.224   577,804.195   MT  0.99967458   +0 31 17.1
 GJ0504
 GJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7780466885(NAD 83)
 GJ0504
 GJ0504                          SUPERSEDED SURVEY CONTROL
 GJ0504
 GJ0504  NAD 83(1993)-  36 44 40.25490(N)    098 07 42.51957(W) AD(       ) 3
 GJ0504  NAD 83(1986)-  36 44 40.26108(N)    098 07 42.50771(W) AD(       ) 3
 GJ0504  NAD 27      -  36 44 40.15591(N)    098 07 41.27112(W) AD(       ) 3
 GJ0504
 GJ0504.Superseded values are not recommended for survey control.
 GJ0504
 GJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0504.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0504
 GJ0504_MARKER: 53 = ELEVATED TANK
 GJ0504
 GJ0504  HISTORY     - Date     Condition        Report By
 GJ0504  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0504
 GJ0504                          STATION DESCRIPTION
 GJ0504
 GJ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0504'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF JET AND IS
 GJ0504'AT THE MOST EASTERLY POINT OF THE GREAT SALT PLAINS RESERVATION.
 GJ0504'
 GJ0504'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 GJ0504'AND HAS AN OVERALL HEIGHT OF 80 FEET.  THE TANK IS PAINTED WITH A
 GJ0504'RED AND WHITE CHECK DESIGN.  THE POINT OBSERVED UPON WAS THE APEX
 GJ0504'OF THE ROOF.
 GJ0504'
 GJ0504'TO REACH THE STATION FROM THE POST OFFICE IN JET, GO EAST ON U. S.
 GJ0504'HIGHWAY 64 FOR 2 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON
 GJ0504'GRAVELED ROAD FOR 3 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO
 GJ0504'EAST FOR 1 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH 2.3 MILES TO
 GJ0504'THE TANK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0549 ***********************************************************************
 FK0549  DESIGNATION -  GREBE
 FK0549  PID         -  FK0549
 FK0549  STATE/COUNTY-  OK/WASHITA
 FK0549  COUNTRY     -  US
 FK0549  USGS QUAD   -  COWDEN (2018)
 FK0549
 FK0549                         *CURRENT SURVEY CONTROL
 FK0549  ______________________________________________________________________
 FK0549* NAD 83(1993) POSITION- 35 14 51.43880(N) 098 39 58.31327(W)   ADJUSTED
 FK0549* NAVD 88 ORTHO HEIGHT -   499.6   (meters)     1639.    (feet) VERTCON3
 FK0549  ______________________________________________________________________
 FK0549  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 FK0549  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 FK0549  HORZ ORDER      -  FIRST
 FK0549  VERT ORDER      -  THIRD ? (See Below)
 FK0549
 FK0549.The horizontal coordinates were established by classical geodetic methods
 FK0549.and adjusted by the National Geodetic Survey in November 1994.
 FK0549
 FK0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0549
 FK0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0549.GEOID18 height accuracy estimate available here.
 FK0549
 FK0549.The vertical order pertains to the NGVD 29 superseded value.
 FK0549
 FK0549.Click photographs - Photos may exist for this station.
 FK0549
 FK0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0549
 FK0549. The following values were computed from the NAD 83(1993) position.
 FK0549
 FK0549;                    North         East     Units Scale Factor Converg.
 FK0549;SPC OK S     -   212,546.643   539,368.039   MT  1.00000286   -0 22 41.3
 FK0549;SPC OK S     -   697,330.11  1,769,576.64   sFT  1.00000286   -0 22 41.3
 FK0549;UTM  14      - 3,900,555.005   530,367.984   MT  0.99961136   +0 11 33.5
 FK0549
 FK0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0549!SPC OK S     -   0.99992580  x   1.00000286  =   0.99992866
 FK0549!UTM  14      -   0.99992580  x   0.99961136  =   0.99953718
 FK0549
 FK0549:                Primary Azimuth Mark                     Grid Az
 FK0549:SPC OK S     -  GREBE AZ MK                              090 27 01.3
 FK0549:UTM  14      -  GREBE AZ MK                              089 52 46.5
 FK0549
 FK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3036700555(NAD 83)
 FK0549
 FK0549|---------------------------------------------------------------------|
 FK0549| PID    Reference Object                     Distance      Geod. Az  |
 FK0549|                                                           dddmmss.s |
 FK0549| CK9750 GREBE AZ MK                                        0900420.0 |
 FK0549| CK9752 GREBE RM 1                           42.550 METERS 11845     |
 FK0549| EM0792 SIGNAL MOUNTAIN                     APPROX.54.2 KM 1723126.1 |
 FK0549| EM0861 SADDLE MOUNTAIN                     APPROX.50.1 KM 1912240.5 |
 FK0549| CK9751 GREBE RM                             25.470 METERS 20204     |
 FK0549| FK0550 GOTEBO WATER TANK                   APPROX.27.6 KM 2243415.9 |
 FK0549|---------------------------------------------------------------------|
 FK0549
 FK0549                          SUPERSEDED SURVEY CONTROL
 FK0549
 FK0549  NAD 83(1986)-  35 14 51.44518(N)    098 39 58.30715(W) AD(       ) 1
 FK0549  NAD 27      -  35 14 51.24477(N)    098 39 57.07128(W) AD(       ) 1
 FK0549  USSD        -  35 14 51.18500(N)    098 39 57.43100(W) AD(       ) 3
 FK0549
 FK0549.Superseded values are not recommended for survey control.
 FK0549
 FK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0549.See file dsdata.pdf to determine how the superseded data were derived.
 FK0549
 FK0549_MARKER: DD = SURVEY DISK
 FK0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0549_STAMPING: GREBE
 FK0549_MARK LOGO: CGS+SS
 FK0549_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0549+STABILITY: SURFACE MOTION
 FK0549
 FK0549  HISTORY     - Date     Condition        Report By
 FK0549  HISTORY     - 1921     MONUMENTED       CGS
 FK0549  HISTORY     - 1933     GOOD             CGS
 FK0549  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FK0549  HISTORY     - 1934     GOOD             CGS
 FK0549  HISTORY     - 1935     GOOD             CGS
 FK0549  HISTORY     - 1952     GOOD             CGS
 FK0549  HISTORY     - 1960     GOOD             CGS
 FK0549  HISTORY     - 1971     GOOD             LOCENG
 FK0549  HISTORY     - 1986     GOOD             DMA
 FK0549
 FK0549                          STATION DESCRIPTION
 FK0549
 FK0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0549'TEN MILES NORTH AND 3-1/2 MILES WEST OF CARNEGIE, 2 MILES
 FK0549'NORTH AND 3-1/2 MILES WEST OF ALFALFA POST OFFICE, IN SOUTHEAST
 FK0549'QUARTER SEC. 15, T. 9 N., R. 14 W., ON SMALL ROCKY KNOLL, ON
 FK0549'LAND OWNED BY J.B. GREBE, ABOUT 300 METERS (984 FEET) WEST OF MR.
 FK0549'GREBES HOUSE, 150 METERS (492 FEET) EAST OF HALF-SECTION CORNER,
 FK0549'AND JUST NORTH OF SOUTH SECTION-LINE FENCE.  SURFACE AND
 FK0549'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FK0549'REFERENCE MARK IS STANDARD REFEENCE DISK
 FK0549'IN OUTCROPPING BEDROCK, 25.38 METERS (83.3 FEET)
 FK0549'FROM STATION, S 22 DEG 04 MIN W.
 FK0549
 FK0549                          STATION RECOVERY (1933)
 FK0549
 FK0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FK0549'REPORTED THAT DISK WAS GONE FROM STATION MARK AND PART OF
 FK0549'CONCRETE HAD BEEN BROKEN AWAY.
 FK0549
 FK0549                          STATION RECOVERY (1934)
 FK0549
 FK0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0549'STATION IS LOCATED ABOUT 10 MILES NORTH, 3-1/2 MILES WEST
 FK0549'OF CARNEGIE, 2 MILES NORTH 3-1/2 MILES WEST OF THE ALFALFA
 FK0549'POST OFFICE, 2-1/2 MILES DIRECTLY EAST OF COWDEN, IN THE
 FK0549'SOUTHEAST QUARTER OF SEC. 15, T. 9 N., R. 14 W., ON LAND OWNED
 FK0549'AND OCCUPIED BY J.B. GREBE WHO LIVES AT THE STATION.
 FK0549'
 FK0549'REACHED FROM THE COURTHOUSE IN CORDELL BY GOING EAST 15.7
 FK0549'MILES ON STATE HIGHWAY 41, OR 7.2 MILES BEYOND STEEL BRIDGE OVER
 FK0549'WASHITA RIVER, TURN RIGHT (SOUTH) AT CROSSROADS WITH DOWDYS
 FK0549'SERVICE STORE AND TEXACO GAS PUMP IN THE SOUTHWEST ANGLE.
 FK0549'GO SOUTH 3.0 MILES TO THE TOWN OF COWDEN, AND TURN LEFT
 FK0549'(EAST).  PROCEED EAST 2.6 MILES, OR 0.6 MILE PAST CROSSROADS
 FK0549'WITH 3 MAIL BOXES ON A WHEEL ON THE LEFT, AND BARN AND HOUSE ON
 FK0549'THE LEFT, TO THE TOP OF GRADE.  THE STATION IS TO THE LEFT
 FK0549'(NORTH) OF FENCE LINE.
 FK0549'
 FK0549'STATION IS ABOUT 300 METERS WEST OF YELLOW HOUSE (HOME OF
 FK0549'J.B. GREBE), 150 METERS EAST OF HALF-SECTION CORNER, 14.3 METERS
 FK0549'NORTH OF CENTERLINE OF EAST-AND-WEST ROAD, 7.0 METERS NORTH
 FK0549'OF NORTH RIGHT-OF-WAY FENCE LINE, ON TOP OF ROCKY KNOLL
 FK0549'WHICH IS HIGHEST GROUND IN VICINITY.  RECOVERED IN GOOD
 FK0549'CONDITION.
 FK0549'
 FK0549'REFERENCE MARK NO.1 (1934) IS 42.550 METERS, (139.61 FEET)
 FK0549'SOUTHEAST OF STATION, 20 FEET SOUTH OF CENTERLINE OF EAST-AND-WEST
 FK0549'ROAD, ON SOUTH RIGHT-OF-WAY FENCE LINE.  MARK
 FK0549'PROJECTS ABOUT 4 INCHES.  ESTABLISHED IN 1934.
 FK0549'
 FK0549'REFERENCE MARK (1921) IS 25.470 METERS (83.57 FEET) SOUTHWEST
 FK0549'OF STATION, 31 FEET SOUTH OF CENTERLINE OF EAST-AND-WEST
 FK0549'ROAD, 12 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.  MARK
 FK0549'IS A STANDARD DISK SET IN DRILL HOLE IN BEDROCK, INSCRIBED
 FK0549'GREBE 1921.  RECOVERED IN GOOD CONDITION.
 FK0549'
 FK0549'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE DIRECTLY EAST OF STATION
 FK0549'ABOUT 250 FEET NORTH-NORTHEAST OF FARMHOUSE, 25 FEET NORTH
 FK0549'OF CENTERLINE OF EAST-AND-WEST ROAD, 9 FEET WEST OF LONE TREE
 FK0549'ON NORTH RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS
 FK0549'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  ESTABLISHED IN
 FK0549'1934.
 FK0549'
 FK0549'NOTE- STATION MARK AND REFERENCE MARK WERE RESET IN AUGUST
 FK0549'1934 BY N.E. WOLFARD, OKLAHOMA REPRESENTATIVE FOR THE U.S.
 FK0549'COAST AND GEODETIC SURVEY AND STATE SURVEY.  MR. WOLFARD
 FK0549'STATED THAT HE FOUND THE STATION ALMOST DESTROYED, BUT THE
 FK0549'IMPRESSION OF THE ORIGINAL TABLET WAS LEFT IN THE STATION
 FK0549'MARK.  THE PRESENT DISK, A U.S. COAST AND GEODETIC SURVEY
 FK0549'AND STATE SURVEY TABLET WAS SET IN THE OLD SHANK HOLE BY HIM.
 FK0549'HE FOUND THE OLD REFERENCE TABLET LYING ON THE GROUND, AND
 FK0549'RESET IT IN THE ROCK.  HE WAS NOT SURE OF ITS POSITION.
 FK0549
 FK0549                          STATION RECOVERY (1934)
 FK0549
 FK0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0549'ORIGINAL DESCRIPTION GOOD.  STATION GOOD.
 FK0549'
 FK0549'REFERENCE MARK IN OUTCROPPING BEDROCK 83.3 FEET,
 FK0549'S 22 DEG 04 MIN W GOOD.
 FK0549
 FK0549                          STATION RECOVERY (1935)
 FK0549
 FK0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (NEW)
 FK0549'10 MILES NORTH AND 3-1/2 MILES WEST OF CARNEGIE, 2 MILES
 FK0549'NORTH AND 3-1/2 MILES WEST OF ALFALFA POST OFFICE, IN THE
 FK0549'SOUTHEAST QUARTER OF SEC. 15, T. 9 N., R. 14 W., ON LAND OWNED
 FK0549'BY J.B. GREBE AND IS ABOUT 300 METERS (984.25 FEET) WEST OF
 FK0549'MR. GREBES HOUSE AND 150 METERS (492.125 FEET) EAST OF THE
 FK0549'HALF-SECTION CORNER AND JUST NORTH OF THE SOUTH HALF-SECTION
 FK0549'FENCE LINE ON A SMALL ROCKY KNOLL.  STATION IS MARKED.
 FK0549'THE REFERENCE MARK IS
 FK0549'25.38 METERS (83.266 FEET) FROM STATION,
 FK0549'S 22 DEG 03 MIN 29 SEC W.
 FK0549'
 FK0549'RECOVERY NOTE 1933- ONLY CONCRETE BASE OF MARK LEFT, PIECES
 FK0549'SCATTERED AROUND BUT UNABLE TO FIND PLATE.
 FK0549'
 FK0549'RECOVERY NOTE 1934- REFERENCE SET, STAMPED NO.1 1934 ABOUT
 FK0549'140.7 FEET.  MAGNETIC BEARING S 71 DEG 0 MIN E.
 FK0549'
 FK0549'RECOVERY NOTE 1935- THE STATION IS NORTH OF SECTION FENCE
 FK0549'INSTEAD OF HALF-SECTION FENCE.
 FK0549
 FK0549                          STATION RECOVERY (1952)
 FK0549
 FK0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HWS)
 FK0549'STATION EASILY FOUND AS PER DIRECTIONS.  REFERENCE MARK IS GONE.
 FK0549'HAS EVIDENTLY BEEN DESTROYED BY PLOW.
 FK0549
 FK0549                          STATION RECOVERY (1960)
 FK0549
 FK0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 FK0549'STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK WERE
 FK0549'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK (1921)
 FK0549'WAS SEARCHED FOR.  IT COULD NOT BE LOCATED AFTER ANGLE AND
 FK0549'MEASUREMENT WAS TAKEN.  THE STATION MARK IS A U.S. COAST
 FK0549'AND GEODETIC SURVEY AND STATE SURVEY TABLET IN A 10 X 10
 FK0549'INCH CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.  THE MARK IS
 FK0549'STAMPED GREBE.
 FK0549'
 FK0549'THE 1934 DESCRIPTION IS ADEQUATE TO REACH.
 FK0549
 FK0549                          STATION RECOVERY (1971)
 FK0549
 FK0549'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (DW)
 FK0549'GREBE 1921, GREBE 1934 AZIMUTH, GREBE NO. 1 1934 ALL RECOVERED IN
 FK0549'GOOD CONDITION.  GREBE NO. 1 1921 DESTROYED, SEARCHED FOR COULD NOT
 FK0549'BE LOCATED.
 FK0549
 FK0549                          STATION RECOVERY (1986)
 FK0549
 FK0549'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 FK0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0795 ***********************************************************************
 GG0795  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0795  CBN         -  This is a Cooperative Base Network Control Station.
 GG0795  DESIGNATION -  GREEN ET
 GG0795  PID         -  GG0795
 GG0795  STATE/COUNTY-  OK/MAYES
 GG0795  COUNTRY     -  US
 GG0795  USGS QUAD   -  ADAIR (2019)
 GG0795
 GG0795                         *CURRENT SURVEY CONTROL
 GG0795  ______________________________________________________________________
 GG0795* NAD 83(2011) POSITION- 36 23 44.05946(N) 095 17 11.56057(W)   ADJUSTED
 GG0795* NAD 83(2011) ELLIP HT-   174.881 (meters)        (06/27/12)   ADJUSTED
 GG0795* NAD 83(2011) EPOCH   -  2010.00
 GG0795* NAVD 88 ORTHO HEIGHT -   204.07  (meters)      669.5   (feet) GPS OBS
 GG0795  ______________________________________________________________________
 GG0795  GEOID HEIGHT    -        -29.196 (meters)                     GEOID18
 GG0795  NAD 83(2011) X  -   -473,602.885 (meters)                     COMP
 GG0795  NAD 83(2011) Y  - -5,118,352.460 (meters)                     COMP
 GG0795  NAD 83(2011) Z  -  3,763,716.874 (meters)                     COMP
 GG0795  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 GG0795
 GG0795  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0795  Standards:
 GG0795         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0795            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0795  -------------------------------------------------------------------
 GG0795  NETWORK    0.20   0.57           0.09   0.07   0.29      0.05660782
 GG0795  -------------------------------------------------------------------
 GG0795  Click here for local accuracies and other accuracy information.
 GG0795
 GG0795.The horizontal coordinates were established by GPS observations
 GG0795.and adjusted by the National Geodetic Survey in June 2012.
 GG0795
 GG0795.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0795.been affixed to the stable North American tectonic plate. See 
 GG0795.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0795
 GG0795.The horizontal coordinates are valid at the epoch date displayed above
 GG0795.which is a decimal equivalence of Year/Month/Day.
 GG0795
 GG0795.The orthometric height was determined by GPS observations and a
 GG0795.high-resolution geoid model using precise GPS observation and
 GG0795.processing techniques.
 GG0795
 GG0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0795.GEOID18 height accuracy estimate available here.
 GG0795
 GG0795.Click photographs - Photos may exist for this station.
 GG0795
 GG0795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0795
 GG0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0795
 GG0795.The ellipsoidal height was determined by GPS observations
 GG0795.and is referenced to NAD 83.
 GG0795
 GG0795. The following values were computed from the NAD 83(2011) position.
 GG0795
 GG0795;                    North         East     Units Scale Factor Converg.
 GG0795;SPC OK N     -   158,245.357   843,384.435   MT  0.99995331   +1 36 04.8
 GG0795;SPC OK N     -   519,176.64  2,767,003.77   sFT  0.99995331   +1 36 04.8
 GG0795;UTM  15      - 4,030,253.273   294,937.016   MT  1.00011812   -1 21 26.0
 GG0795
 GG0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0795!SPC OK N     -   0.99997255  x   0.99995331  =   0.99992587
 GG0795!UTM  15      -   0.99997255  x   1.00011812  =   1.00009067
 GG0795
 GG0795:                Primary Azimuth Mark                     Grid Az
 GG0795:SPC OK N     -  ADAIR MUNICIPAL WATER TANK               017 16 40.7
 GG0795:UTM  15      -  ADAIR MUNICIPAL WATER TANK               020 14 11.5
 GG0795
 GG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9493730253(NAD 83)
 GG0795
 GG0795|---------------------------------------------------------------------|
 GG0795| PID    Reference Object                     Distance      Geod. Az  |
 GG0795|                                                           dddmmss.s |
 GG0795| CI1509 GREEN RM 1                           37.617 METERS 01152     |
 GG0795| GG0793 ADAIR MUNICIPAL WATER TANK          APPROX. 5.1 KM 0185245.5 |
 GG0795| CI1510 GREEN RM 2                           39.864 METERS 10607     |
 GG0795|---------------------------------------------------------------------|
 GG0795
 GG0795                          SUPERSEDED SURVEY CONTROL
 GG0795
 GG0795  NAD 83(2007)-  36 23 44.05958(N)    095 17 11.56107(W) AD(2002.00) 0
 GG0795  ELLIP H (02/10/07)  174.890  (m)                       GP(2002.00)    
 GG0795  ELLIP H (04/16/01)  174.885  (m)                       GP(       ) 4 2
 GG0795  NAD 83(1993)-  36 23 44.05996(N)    095 17 11.56111(W) AD(       ) B
 GG0795  ELLIP H (05/09/94)  174.978  (m)                       GP(       ) 4 2
 GG0795  NAD 83(1986)-  36 23 44.08296(N)    095 17 11.54826(W) AD(       ) 2
 GG0795  NAD 27      -  36 23 43.75273(N)    095 17 10.65593(W) AD(       ) 2
 GG0795  NAVD 88 (07/24/98)  204.1    (m)  GEOID96  model used  GPS OBS        
 GG0795  NAVD 88 (01/13/95)  204.1    (m)  UNKNOWN  model used  GPS OBS        
 GG0795  NAVD 88 (05/09/94)  204.1    (m)  GEOID93  model used  GPS OBS        
 GG0795  NGVD 29 (07/19/86)  203.9    (m)          669.     (f) VERT ANG       
 GG0795
 GG0795.Superseded values are not recommended for survey control.
 GG0795
 GG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0795.See file dsdata.pdf to determine how the superseded data were derived.
 GG0795
 GG0795_MARKER: DD = SURVEY DISK
 GG0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0795+WITH SETTING: INFORMATION.
 GG0795_STAMPING: ET GREEN 1967
 GG0795_MARK LOGO: USGS
 GG0795_PROJECTION: FLUSH
 GG0795_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0795+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2024
 GG0795
 GG0795  HISTORY     - Date     Condition        Report By
 GG0795  HISTORY     - 1968     MONUMENTED       USGS
 GG0795  HISTORY     - 19930429 GOOD             NGS
 GG0795  HISTORY     - 20021217 GOOD             OKDOT
 GG0795  HISTORY     - 20080229 GOOD             AIRDAT
 GG0795  HISTORY     - 20231017 GOOD             OKDOT
 GG0795  HISTORY     - 20240102 GOOD             OKDOT
 GG0795
 GG0795                          STATION DESCRIPTION
 GG0795
 GG0795'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0795'THE STATION IS LOCATED ABOUT 3.0 MI SOUTH OF ADAIR, T22N, R19E, NEAR
 GG0795'THE W. SIXTEENTH CORNER BETWEEN SECS. 9 AND 16.
 GG0795'
 GG0795'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 69 AND 28 AT ADAIR, GO
 GG0795'SOUTHWEST ALONG HIGHWAY 69 FOR 2.95 MI TO STATION ON THE LEFT (E.)
 GG0795'SIDE OF HWY.
 GG0795'
 GG0795'THE STATION MARK IS 489 FT N. AND 116 FT EAST OF CENTER OF DIAGONAL
 GG0795'CROSSROADS, 116 FT EAST OF CENTER OF HIGHWAY 69, 32 FT WEST OF THE W.
 GG0795'RAIL OF RR., 133 FT WEST OF FENCE, 18 FT EAST OF STANDARD USGS WITNESS
 GG0795'POST.  STAMPED ET GREEN 1968.
 GG0795'
 GG0795'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 105 FT EAST OF CENTER OF
 GG0795'HIGHWAY, 43 FT WEST OF THE W. RAIL, 2 FT SOUTHEAST OF POLE.  STAMPED
 GG0795'GREEN NO 1 1968.
 GG0795'
 GG0795'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 3 FT WEST OF FENCE, 249
 GG0795'FT EAST OF CENTER OF HIGHWAY 69, 93 FT EAST OF THE E. RAIL OF RR.
 GG0795'STAMPED GREEN NO 2 1968.
 GG0795'
 GG0795'AZIMUTH MARK--NONE SET.
 GG0795'
 GG0795'REFERENCE AZIMUTH OBSERVED TO MWT IN ADAIR.
 GG0795'
 GG0795'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON 0.5
 GG0795'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG,
 GG0795'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0795
 GG0795                          STATION RECOVERY (1993)
 GG0795
 GG0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GG0795'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 GG0795'FOR.
 GG0795'
 GG0795'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF
 GG0795'ADAIR, 10 KM (6.20 MI) NORTH-NORTHEAST OF PRYOR, IN A GRASS STRIP
 GG0795'BETWEEN US HIGHWAY 69 AND A RAILROAD TRACK, AT HIGHWAY MILE 193.15,
 GG0795'RAILROAD MILE 157.35, ON RAILROAD RIGHT-OF-WAY, AT THE SOUTHWEST 1/4
 GG0795'OF SECTION 9, T 22 N, R 19 E.  OWNERSHIP--SANTA FE RAILROAD.
 GG0795'
 GG0795'TO REACH FROM THE JUNCTION OF US HIGHWAY 69 AND STATE HIGHWAY 28 AT
 GG0795'ADAIR, GO SOUTH ON HIGHWAY 69 FOR 4.76 KM (2.95 MI) TO THE STATION ON
 GG0795'THE LEFT.  CONTINUE AHEAD TO A CROSSOVER, THEN RETURN TO STATION ON
 GG0795'THE RIGHT.
 GG0795'
 GG0795'THE STATION IS A DISK ATTACHED TO A COPPER-COATED STEEL ROD IN A 15-CM
 GG0795'GRAVEL-FILLED TILE THAT IS 5 CM BELOW  GROUND IN A DEPRESSION.  IT IS
 GG0795'35.2 M (115.5 FT) EAST OF, AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF
 GG0795'THE NORTHBOUND LANES, 10.0 M (32.8 FT) WEST OF THE WEST RAIL OF TRACK,
 GG0795'124.4 M (408.1 FT) NORTH (MEASURED ALONG THE RAIL) FROM THE CENTER OF
 GG0795'A PAVED ROAD CROSSING, 0.9 M (3.0 FT) WEST OF A METAL WITNESS POST
 GG0795'WITH NO SIGN, 5.6 M (18.4 FT) NORTHEAST OF A SHORT METAL WITNESS POST
 GG0795'AT A SAWED-OFF UTILITY POLE, 0.8 M (2.6 FT) NORTH OF A ROUND WOODEN
 GG0795'POST PROJECTING 1.04 M (3.41 FT) AND 0.7 M (2.3 FT) SOUTH OF A ROUND
 GG0795'WOODEN POST PROJECTING 1.04 M.
 GG0795
 GG0795                          STATION RECOVERY (2002)
 GG0795
 GG0795'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DKS)
 GG0795'RECOVERED IN GOOD CONDITION.
 GG0795
 GG0795                          STATION RECOVERY (2008)
 GG0795
 GG0795'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0795'RECOVERED AS DESCRIBED.
 GG0795
 GG0795                          STATION RECOVERY (2023)
 GG0795
 GG0795'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0795'MARK RECOVERED AS DESCRIBED IN 1993 BY OKDOT.
 GG0795
 GG0795                          STATION RECOVERY (2024)
 GG0795
 GG0795'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 GG0795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1049 ***********************************************************************
 FH1049  DESIGNATION -  GREENLEAF
 FH1049  PID         -  FH1049
 FH1049  STATE/COUNTY-  OK/CHEROKEE
 FH1049  COUNTRY     -  US
 FH1049  USGS QUAD   -  QUALLS (2019)
 FH1049
 FH1049                         *CURRENT SURVEY CONTROL
 FH1049  ______________________________________________________________________
 FH1049* NAD 83(1993) POSITION- 35 39 14.76698(N) 095 07 18.08372(W)   ADJUSTED
 FH1049* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 FH1049  ______________________________________________________________________
 FH1049  GEOID HEIGHT    -        -29.489 (meters)                     GEOID18
 FH1049  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 FH1049  HORZ ORDER      -  FIRST
 FH1049
 FH1049.The horizontal coordinates were established by classical geodetic methods
 FH1049.and adjusted by the National Geodetic Survey in November 1994.
 FH1049
 FH1049.The orthometric height was scaled from a topographic map.
 FH1049
 FH1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1049.GEOID18 height accuracy estimate available here.
 FH1049
 FH1049.Click photographs - Photos may exist for this station.
 FH1049
 FH1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1049
 FH1049. The following values were computed from the NAD 83(1993) position.
 FH1049
 FH1049;                    North         East     Units Scale Factor Converg.
 FH1049;SPC OK N     -    76,437.864   860,605.586   MT  0.99998528   +1 41 55.1
 FH1049;SPC OK N     -   250,779.89  2,823,503.49   sFT  0.99998528   +1 41 55.1
 FH1049;UTM  15      - 3,947,657.837   307,931.386   MT  1.00005461   -1 14 13.5
 FH1049
 FH1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1049!SPC OK N     -   0.99996302  x   0.99998528  =   0.99994830
 FH1049!UTM  15      -   0.99996302  x   1.00005461  =   1.00001762
 FH1049
 FH1049:                Primary Azimuth Mark                     Grid Az
 FH1049:SPC OK N     -  BRAGGS AZ MK                             299 55 28.3
 FH1049:UTM  15      -  BRAGGS AZ MK                             302 51 36.9
 FH1049
 FH1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0793147657(NAD 83)
 FH1049
 FH1049|---------------------------------------------------------------------|
 FH1049| PID    Reference Object                     Distance      Geod. Az  |
 FH1049|                                                           dddmmss.s |
 FH1049| CI1512 GREENLEAF RM 2                      100.347 METERS 09023     |
 FH1049| FH1059 BRAGGS MUNICIPAL TANK               APPROX. 6.9 KM 2783746.8 |
 FH1049| CI1224 BRAGGS AZ MK                                       3013723.4 |
 FH1049| CI1511 GREENLEAF RM 1                       61.396 METERS 35735     |
 FH1049|---------------------------------------------------------------------|
 FH1049
 FH1049                          SUPERSEDED SURVEY CONTROL
 FH1049
 FH1049  NAD 83(1986)-  35 39 14.78265(N)    095 07 18.06751(W) AD(       ) 1
 FH1049  NAD 27      -  35 39 14.43600(N)    095 07 17.22300(W) AD(       ) 1
 FH1049
 FH1049.Superseded values are not recommended for survey control.
 FH1049
 FH1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1049.See file dsdata.pdf to determine how the superseded data were derived.
 FH1049
 FH1049_MARKER: DS = TRIANGULATION STATION DISK
 FH1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1049_STAMPING: GREENLEAF 1940
 FH1049_MARK LOGO: CGS
 FH1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1049+STABILITY: SURFACE MOTION
 FH1049
 FH1049  HISTORY     - Date     Condition        Report By
 FH1049  HISTORY     - 1940     MONUMENTED       CGS
 FH1049  HISTORY     - 1945     GOOD             LOCSUR
 FH1049  HISTORY     - 1960     GOOD             CGS
 FH1049
 FH1049                          STATION DESCRIPTION
 FH1049
 FH1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1049'STATION IS LOCATED IN CHEROKEE COUNTY, ABOUT 4-1/2 MILES DUE
 FH1049'E OF BRAGGS.  IT IS ON THE HIGHEST PART OF A CULTIVATED HILLTOP,
 FH1049'ON LAND OWNED BY CHEROKEE COUNTY, THE STATION OVERLOOKS GREENLEAF
 FH1049'LAKE, WHICH LIES ABOUT 1.0 MILE TO THE SW.  IT IS 250 FEET
 FH1049'S OF A SMALL SHACK, 100 YARDS E OF A FARMHOUSE AND 75 YARDS
 FH1049'N OF AN E-W TRACK ROAD.
 FH1049'
 FH1049'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1049'BRONZE DISKS SET IN CONCRETE.
 FH1049'
 FH1049'STATION MARK PROJECTS 6 INCHES AND IS STAMPED GREENLEAF
 FH1049'1940.  THERE IS A WHITE REFERENCE POST 5 FEET SW OF THE
 FH1049'STATION.
 FH1049'
 FH1049'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 FH1049'STATION, 50 FEET SW OF A SHACK AND 40 FEET SE OF A STORM
 FH1049'CELLAR.  IT PROJECTS 10 INCHES AND IS STAMPED GREENLEAF
 FH1049'NO.1, 1940.  REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION
 FH1049'AS THE STATION, AT W EDGE OF CULTIVATED FIELD AND 1 FOOT
 FH1049'W OF N-S FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 FH1049'GREENLEAF NO.2, 1940.
 FH1049'
 FH1049'THE AZIMUTH MARK IS ABOUT 1.0 MILE WNW OF THE STATION, 20
 FH1049'FEET N OF THE CENTER LINE OF AN E-W ROAD, ON A SMALL BARE
 FH1049'RIDGE.  IT IS 0.2 MILE E OF THE MT. ZION SCHOOL AND 50 YARDS
 FH1049'E OF A CATTLE GUARD, IN A GOVERNMENT GRAZING AREA.  THE MARK
 FH1049'PROJECTS 6 INCHES AND IS STAMPED BRAGGS 1940.  THERE IS A
 FH1049'WHITE REFERENCE POST 4 FEET E OF THE MARK.  THERE WAS NO
 FH1049'SUITABLE PLACE FOR AN AZIMUTH MARK AT STATION GREENLEAF 1940,
 FH1049'THEREFORE THE AZIMUTH MARK FOR STATION BRAGGS 1940 WAS USED.
 FH1049'
 FH1049'TO REACH THE STATION FROM BRAGGS, GO N ON STATE HIGHWAY
 FH1049'10 FOR 0.3 MILE TO A ROAD LEADING E, JUST N OF A NEW STONE
 FH1049'SCHOOLHOUSE.  TURN E AND GO 2.8 MILES TO THE AZIMUTH MARK
 FH1049'ON THE N SIDE OF THE ROAD.  CONTINUE E FOR 0.2 MILE TO T-ROAD.
 FH1049'TURN N AND GO 1.0 MILE TO ROAD LEADING E.  TURN E FOR 1.05 MILES
 FH1049'TO T-ROAD.  TURN S AND GO 1.0 MILE, THENCE E FOR 0.65 MILE
 FH1049'TO A FORK.  TAKE RIGHT FORK AND FOLLOW VERY ROUGH TRACK
 FH1049'ROAD S AND SW FOR 1.65 MILES TO ITS END AT A FARMHOUSE.  THE
 FH1049'STATION IS 100 YARDS E OF THE FARMHOUSE.
 FH1049'
 FH1049'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 FH1049
 FH1049                          STATION RECOVERY (1945)
 FH1049
 FH1049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945 (KSU)
 FH1049'LETTER FROM MAJOR KENNETH S. ULM, 618 FA OBSN. BN., CAMP
 FH1049'GRUBER, OKLAHOMA, DATED MAY 18, 1945-
 FH1049'
 FH1049'STATION RECOVERED IN GOOD CONDITION.
 FH1049
 FH1049                          STATION RECOVERY (1960)
 FH1049
 FH1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1049'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1049'TRUCKS CAN BE DRIVEN TO THE STATION IF A KEY IS OBTAINED
 FH1049'FOR A LOCKED GATE ON COUNTY LINE ABOUT 0.4 MILE NORTHWEST OF
 FH1049'STATION.  THE STATION IS LOCATED IN AN OPEN AREA ON HIGHEST
 FH1049'POINT OF HILL BUT THE HOUSES ARE GONE AND NO LANDMARKS ARE
 FH1049'LEFT THAT HELP LOCATE STATION.
 FH1049'
 FH1049'TO REACH FROM BRAGGS, FROM WATER TOWER, GO NORTH ON STATE
 FH1049'HIGHWAY 10 FOR 1.65 MILES TO LARGE STONE POST ON RIGHT AT
 FH1049'NORTH ENTRANCE TO CAMP GRUBER, TURN RIGHT AND GO EAST ON
 FH1049'SURFACE AND GRAVEL ROAD FOR 3.35 MILES TO CROSSROADS, TURN
 FH1049'RIGHT AND GO SOUTH FOR 0.9 MILE TO FORKS, (TO REACH AZIMUTH
 FH1049'MARK TAKE RIGHT FORK AND GO SOUTHWEST AND WEST FOR 0.3 MILE TO
 FH1049'TOP OF RIDGE AND MARK ON TOP OF BANK ON RIGHT), TAKE LEFT
 FH1049'FORK AND GO SOUTHEAST AND EAST FOR 0.55 MILE TO FORKS, TAKE
 FH1049'LEFT FORK FOR 0.05 MILE THEN TA KE LEFT FORK ACROSS A LOW
 FH1049'WATER BRIDGE AND CONTINUE ON MAIN ROAD FOR 0.75 MILE TO LOW
 FH1049'WATER BRIDGE OVER GREENLEAF CREEK, CONTINUE FOR 0.35 MILE
 FH1049'TO FORKS JUST BEFORE REACHING A GATE, TAKE RIGHT FORK AND
 FH1049'GO SOUTH FOR 1.0 MILE TO FORKS, TAKE LEFT FORK FOR 0.2 MILE
 FH1049'TO LOCKED GATE AT COUNTY LINE AND END OF TRUCK TRAVEL
 FH1049'UNLESS KEY OBTAINED FOR GATE.  GO THROUGH GATE AND GO SOUTH
 FH1049'ALONG EAST SIDE OF FENCE FOR ABOUT 0.2 MILE THEN BEAR
 FH1049'LEFT AND GO SOUTHEAST AND EAST TO OLD BUILDING S ITE ON
 FH1049'LEFT.  THE STATION IS ABOUT 150 YARDS EAST-NORTHEAST
 FH1049'OF OLD BUILDING SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0948 ***********************************************************************
 GH0948  DESIGNATION -  GREGG
 GH0948  PID         -  GH0948
 GH0948  STATE/COUNTY-  OK/OSAGE
 GH0948  COUNTRY     -  US
 GH0948  USGS QUAD   -  WEKIWA (2018)
 GH0948
 GH0948                         *CURRENT SURVEY CONTROL
 GH0948  ______________________________________________________________________
 GH0948* NAD 83(1993) POSITION- 36 13 02.62677(N) 096 09 18.35662(W)   ADJUSTED
 GH0948* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 GH0948  ______________________________________________________________________
 GH0948  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 GH0948  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 GH0948  HORZ ORDER      -  FIRST
 GH0948
 GH0948.The horizontal coordinates were established by classical geodetic methods
 GH0948.and adjusted by the National Geodetic Survey in November 1994.
 GH0948
 GH0948.The orthometric height was scaled from a topographic map.
 GH0948
 GH0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0948.GEOID18 height accuracy estimate available here.
 GH0948
 GH0948.Click photographs - Photos may exist for this station.
 GH0948
 GH0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0948
 GH0948. The following values were computed from the NAD 83(1993) position.
 GH0948
 GH0948;                    North         East     Units Scale Factor Converg.
 GH0948;SPC OK N     -   136,649.788   765,866.352   MT  0.99994579   +1 05 19.5
 GH0948;SPC OK N     -   448,325.18  2,512,679.86   sFT  0.99994579   +1 05 19.5
 GH0948;UTM  14      - 4,011,814.352   755,730.566   MT  1.00040586   +1 40 54.6
 GH0948
 GH0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0948!SPC OK N     -   0.99995535  x   0.99994579  =   0.99990114
 GH0948!UTM  14      -   0.99995535  x   1.00040586  =   1.00036119
 GH0948
 GH0948:                Primary Azimuth Mark                     Grid Az
 GH0948:SPC OK N     -  GREGG AZ MK                              149 56 52.4
 GH0948:UTM  14      -  GREGG AZ MK                              149 21 17.3
 GH0948
 GH0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5573011814(NAD 83)
 GH0948
 GH0948|---------------------------------------------------------------------|
 GH0948| PID    Reference Object                     Distance      Geod. Az  |
 GH0948|                                                           dddmmss.s |
 GH0948| CI1519 GREGG AZ MK                                        1510211.9 |
 GH0948| GH0946 AMARILLO ST LOUIS AWY BCN 32        APPROX.14.3 KM 1800659.0 |
 GH0948| CI1520 GREGG RM 1                           34.373 METERS 18947     |
 GH0948| CI1521 GREGG RM 2                           44.878 METERS 29737     |
 GH0948|---------------------------------------------------------------------|
 GH0948
 GH0948                          SUPERSEDED SURVEY CONTROL
 GH0948
 GH0948  NAD 83(1986)-  36 13 02.64776(N)    096 09 18.34255(W) AD(       ) 1
 GH0948  NAD 27      -  36 13 02.34200(N)    096 09 17.32500(W) AD(       ) 1
 GH0948
 GH0948.Superseded values are not recommended for survey control.
 GH0948
 GH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0948.See file dsdata.pdf to determine how the superseded data were derived.
 GH0948
 GH0948_MARKER: DS = TRIANGULATION STATION DISK
 GH0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0948_STAMPING: GREGG 1938
 GH0948_MARK LOGO: CGS
 GH0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0948+STABILITY: SURFACE MOTION
 GH0948
 GH0948  HISTORY     - Date     Condition        Report By
 GH0948  HISTORY     - 1938     MONUMENTED       CGS
 GH0948
 GH0948                          STATION DESCRIPTION
 GH0948
 GH0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0948'ON A HIGH RIDGE IN WHAT IS KNOWN AS WILDCAT HILLS, ABOUT 6
 GH0948'MILES AIR LINE NORTH-NORTHWEST OF SAND SPRINGS AND ABOUT 10
 GH0948'MILES NORTHWEST OF TULSA POST OFFICE, ABOUT 3/4 MILE NORTHEAST
 GH0948'OF A SMALL LAKE, 100 YARDS EAST OF A FARMHOUSE, 22 FEET SOUTH
 GH0948'OF THE CENTER OF A LANE AND 9 FEET NORTH OF AN EAST-WEST
 GH0948'FENCE.
 GH0948'
 GH0948'TO REACH FROM THE PAGE MEMORIAL LIBRARY IN SAND SPRINGS, GO
 GH0948'EAST 0.05 MILE TO CITY HALL THENCE NORTH AND FOLLOW MAIN
 GH0948'ROAD, PAVED AND GRAVEL, 4.0 MILES TO A LANE LEADING WEST
 GH0948'AND A SIGN READING NO HUNTING OR FISHING.  GO THROUGH WIRE
 GH0948'GATE AND FOLLOW LANE 0.8 MILE TO A WIRE GAP, CONTINUE THROUGH
 GH0948'GAP AND FARMYARD AND THROUGH TWO WIRE GATES FOR 0.5 MILE TO A
 GH0948'WINDMILL, TURN RIGHT AT WIRE GATE JUST AFTER PASSING WINDMILL,
 GH0948'AND FOLLOW DIM ROAD TO ANOTHER WIRE GATE AT THE FOOT OF A
 GH0948'STEEP RIDGE, CONTINUE UP RIDGE, PASSING THROUGH TWO WIRE
 GH0948'GATES FOR 1.0 MILE TO TOP OF RIDGE AND STATION.
 GH0948'
 GH0948'SURFACE, UNDERGROUND, REFERENCE NO. 2 AND AZIMUTH MARKS
 GH0948'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 GH0948'REFERENCE MARK NO. 1 IS A STANDARD
 GH0948'BRONZE DISK SET IN BEDROCK.
 GH0948'
 GH0948'AZIMUTH MARK IS IN FENCE ROW AT THE SOUTH SIDE OF AN OPEN
 GH0948'FIELD 0.3 MILE SOUTHEAST OF THE STATION.
 GH0948'
 GH0948'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0658 ***********************************************************************
 EM0658  DESIGNATION -  GRIERSON
 EM0658  PID         -  EM0658
 EM0658  STATE/COUNTY-  OK/COMANCHE
 EM0658  COUNTRY     -  US
 EM0658  USGS QUAD   -  FORT SILL (2018)
 EM0658
 EM0658                         *CURRENT SURVEY CONTROL
 EM0658  ______________________________________________________________________
 EM0658* NAD 83(1993) POSITION- 34 39 26.39988(N) 098 25 43.74497(W)   ADJUSTED
 EM0658* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 EM0658  ______________________________________________________________________
 EM0658  GEOID HEIGHT    -        -25.717 (meters)                     GEOID18
 EM0658  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 EM0658  HORZ ORDER      -  THIRD
 EM0658
 EM0658.The horizontal coordinates were established by classical geodetic methods
 EM0658.and adjusted by the National Geodetic Survey in November 1994.
 EM0658
 EM0658.The orthometric height was scaled from a topographic map.
 EM0658
 EM0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0658.GEOID18 height accuracy estimate available here.
 EM0658
 EM0658.Click photographs - Photos may exist for this station.
 EM0658
 EM0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0658
 EM0658. The following values were computed from the NAD 83(1993) position.
 EM0658
 EM0658;                    North         East     Units Scale Factor Converg.
 EM0658;SPC OK S     -   146,946.163   560,694.098   MT  0.99993675   -0 14 36.3
 EM0658;SPC OK S     -   482,105.87  1,839,543.89   sFT  0.99993675   -0 14 36.3
 EM0658;UTM  14      - 3,835,192.059   552,337.958   MT  0.99963376   +0 19 29.4
 EM0658
 EM0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0658!SPC OK S     -   0.99994469  x   0.99993675  =   0.99988144
 EM0658!UTM  14      -   0.99994469  x   0.99963376  =   0.99957847
 EM0658
 EM0658:                Primary Azimuth Mark                     Grid Az
 EM0658:SPC OK S     -  F P 137                                  267 34 52.7
 EM0658:UTM  14      -  F P 137                                  267 00 47.0
 EM0658
 EM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5233735192(NAD 83)
 EM0658
 EM0658|---------------------------------------------------------------------|
 EM0658| PID    Reference Object                     Distance      Geod. Az  |
 EM0658|                                                           dddmmss.s |
 EM0658| EM0653 F P 137                             APPROX. 2.6 KM 2672016.4 |
 EM0658|---------------------------------------------------------------------|
 EM0658
 EM0658                          SUPERSEDED SURVEY CONTROL
 EM0658
 EM0658  NAD 83(1986)-  34 39 26.40559(N)    098 25 43.72984(W) AD(       ) 3
 EM0658  NAD 83(1986)-  34 39 26.40316(N)    098 25 43.73060(W) AD(       ) 3
 EM0658  NAD 27      -  34 39 26.14700(N)    098 25 42.53200(W) AD(       ) 3
 EM0658
 EM0658.Superseded values are not recommended for survey control.
 EM0658
 EM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0658.See file dsdata.pdf to determine how the superseded data were derived.
 EM0658
 EM0658_MARKER: I = METAL ROD
 EM0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0658+STABILITY: SURFACE MOTION
 EM0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0658+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2012
 EM0658
 EM0658  HISTORY     - Date     Condition        Report By
 EM0658  HISTORY     - 1945     MONUMENTED       USA
 EM0658  HISTORY     - 20120925 GOOD             MARDET
 EM0658
 EM0658                          STATION DESCRIPTION
 EM0658
 EM0658'DESCRIBED BY US ARMY 1945
 EM0658'ON W PORTION OF SUMMIT OF GRIERSON HILL ABOUT 2-1/2 MILES W OF
 EM0658'SITTING BEAR CREEK.  MARKED BY 1/2 IN ROD SET FLUSH IN
 EM0658'CONCRETE BASE ABOUT 45 FT. SW OF FLAGPOLE AND ABOUT 150 FT. S
 EM0658'OF F.P. 101.  WOOD QUAD SIGNAL OVER STATION.
 EM0658
 EM0658                          STATION RECOVERY (2012)
 EM0658
 EM0658'RECOVERY NOTE BY FT SILL MARINE DETACHMENT 2012 (WLD)
 EM0658'STATION IS LOCATED IN A SQUARED GRASSY AREA IN AN ASPHALT PARKING LOT
 EM0658'AT THE HIGHEST POINT IN THE PARKING LOT.  THE PARKING LOT IS
 EM0658'ACCESSIBLE FROM BABCOCK STREET.  THE STATION IS 0.6 METERS SOUTH OF A
 EM0658'LARGE GRIERSON HILL MEMORIAL MARKER.
 EM0658'
 EM0658'THE WOODEN QUAD MARKER FROM THE 1945 RECOVERY WAS REPLACED WITH A
 EM0658'STEEL QUAD MARKER THAT IS NOT EXACTLY CENTERED OVER THE STATION.
 EM0658'ADDITIONALLY, THE FLAGPOLE AND FIRING POINT FROM THE 1945 DESCRIPTION
 EM0658'ARE NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1336 ***********************************************************************
 GL1336  DESIGNATION -  GRIGGS
 GL1336  PID         -  GL1336
 GL1336  STATE/COUNTY-  OK/CIMARRON
 GL1336  COUNTRY     -  US
 GL1336  USGS QUAD   -  GRIGGS (2018)
 GL1336
 GL1336                         *CURRENT SURVEY CONTROL
 GL1336  ______________________________________________________________________
 GL1336* NAD 83(1997) POSITION- 36 35 43.70478(N) 102 03 38.74675(W)   ADJUSTED
 GL1336* NAVD 88 ORTHO HEIGHT -  1142.6   (meters)     3749.    (feet) VERTCON3
 GL1336  ______________________________________________________________________
 GL1336  GEOID HEIGHT    -        -25.039 (meters)                     GEOID18
 GL1336  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC18
 GL1336  HORZ ORDER      -  FIRST
 GL1336
 GL1336.The horizontal coordinates were established by classical geodetic methods
 GL1336.and adjusted by the National Geodetic Survey in October 1998.
 GL1336
 GL1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1336
 GL1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1336.GEOID18 height accuracy estimate available here.
 GL1336
 GL1336.Click photographs - Photos may exist for this station.
 GL1336
 GL1336.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1336
 GL1336. The following values were computed from the NAD 83(1997) position.
 GL1336
 GL1336;                    North         East     Units Scale Factor Converg.
 GL1336;SPC OK N     -   184,623.520   236,754.573   MT  0.99997324   -2 23 47.2
 GL1336;SPC OK N     -   605,719.00    776,752.29   sFT  0.99997324   -2 23 47.2
 GL1336;SPC TX N     - 1,288,099.435   149,816.511   MT  1.00012221   -0 19 29.9
 GL1336;SPC TX N     - 4,226,039.56    491,523.00   sFT  1.00012221   -0 19 29.9
 GL1336;UTM  13      - 4,054,021.124   762,934.267   MT  1.00045184   +1 45 11.8
 GL1336;UTM  14      - 4,054,360.877   226,191.474   MT  1.00052377   -1 49 33.0
 GL1336
 GL1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1336!SPC OK N     -   0.99982464  x   0.99997324  =   0.99979789
 GL1336!SPC TX N     -   0.99982464  x   1.00012221  =   0.99994683
 GL1336!UTM  13      -   0.99982464  x   1.00045184  =   1.00027640
 GL1336!UTM  14      -   0.99982464  x   1.00052377  =   1.00034832
 GL1336
 GL1336:                Primary Azimuth Mark                     Grid Az
 GL1336:SPC OK N     -  TEXHOMA CIMARRON UTIL CO TANK            114 35 56.1
 GL1336:SPC TX N     -  TEXHOMA CIMARRON UTIL CO TANK            112 31 38.8
 GL1336:UTM  13      -  TEXHOMA CIMARRON UTIL CO TANK            110 26 57.1
 GL1336:UTM  14      -  TEXHOMA CIMARRON UTIL CO TANK            114 01 41.9
 GL1336
 GL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6293454021(NAD 83)
 GL1336
 GL1336|---------------------------------------------------------------------|
 GL1336| PID    Reference Object                     Distance      Geod. Az  |
 GL1336|                                                           dddmmss.s |
 GL1336| CM8218 GRIGGS RM 2                         148.072 METERS 09026     |
 GL1336| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.26.9 KM 1121208.9 |
 GL1336| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.29.0 KM 1815620.1 |
 GL1336| CM8219 GRIGGS RM 3                                        19646     |
 GL1336| CM8654 CHIMNEY                                            3381252.2 |
 GL1336| CM8217 GRIGGS RM 1 AZIMUTH                                3582817.5 |
 GL1336|---------------------------------------------------------------------|
 GL1336
 GL1336                          SUPERSEDED SURVEY CONTROL
 GL1336
 GL1336  NAD 83(1993)-  36 35 43.70472(N)    102 03 38.74676(W) AD(       ) 1
 GL1336  NAD 83(1986)-  36 35 43.71731(N)    102 03 38.73368(W) AD(       ) 1
 GL1336  NAD 27      -  36 35 43.63041(N)    102 03 37.11793(W) AD(       ) 1
 GL1336  NGVD 29 (07/19/86) 1142.1    (m)         3747.     (f) VERT ANG       
 GL1336
 GL1336.Superseded values are not recommended for survey control.
 GL1336
 GL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1336.See file dsdata.pdf to determine how the superseded data were derived.
 GL1336
 GL1336_MARKER: DS = TRIANGULATION STATION DISK
 GL1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1336_STAMPING: GRIGGS 1931
 GL1336_MARK LOGO: CGS
 GL1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1336+STABILITY: SURFACE MOTION
 GL1336
 GL1336  HISTORY     - Date     Condition        Report By
 GL1336  HISTORY     - 1931     MONUMENTED       CGS
 GL1336  HISTORY     - 1934     GOOD             CGS
 GL1336  HISTORY     - 1935     GOOD             CGS
 GL1336  HISTORY     - 1960     GOOD             CGS
 GL1336  HISTORY     - 1971     GOOD             USGS
 GL1336
 GL1336                          STATION DESCRIPTION
 GL1336
 GL1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1336'STATION IS 3-1/2 MILES E AND 1/2 MILE S OF GRIGGS, 1-1/2 MILE
 GL1336'W OF E BOUNDARY OF CIMARRON COUNTY, ON THE HALF SECTION LINE
 GL1336'ABOUT 100 YARDS W OF CENTER OF SEC. 35, T 2 N, R 9 E.
 GL1336'
 GL1336'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GL1336'CONCRETE.  NO UNDERGROUND
 GL1336'MARK SET.
 GL1336'
 GL1336'REFERENCE MARK NO. 1 IS FLUSH WITH SURFACE, 30 FEET S OF CENTER
 GL1336'OF SECTION LINE ROAD, AND APPROXIMATELY 0.5 MILE FROM
 GL1336'STATION.  REFERENCE MARK
 GL1336'NO. 2 PROJECTS ABOUT 2 INCHES ABOVE GROUND, AND IS 485.8
 GL1336'FEET FROM STATION.
 GL1336'
 GL1336'BEARINGS FROM STATION ARE AS FOLLOWS--TEXHOMA, CIMARRON
 GL1336'UTILITIES COMPANY, WATER TANK, FINIAL, S 67 DEG 48 MIN E.
 GL1336'STRATFORD, WEST TEXAS UTILITIES COMPANY, WATER TANK, FINIAL, IS
 GL1336'S 1 DEG 56 MIN W.
 GL1336'
 GL1336'STATION IS REACHED FROM GRIGGS E 3.0 MILES ALONG SECTION
 GL1336'LINE ROAD, S 0.5 MILE, THEN E 0.4 MILE TO STATION ON HIGH GROUND.
 GL1336
 GL1336                          STATION RECOVERY (1934)
 GL1336
 GL1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1336'STATION IS IN THE HIGHEST GROUND IN THE VICINITY AND IN THE
 GL1336'APPROXIMATE CENTER OF SEC, 35, T 2 N, R 9 E, AND IS 17
 GL1336'MILES AIR LINE SSW OF EVA, OKLAHOMA.
 GL1336'
 GL1336'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN
 GL1336'GOOD CONDITION.
 GL1336'
 GL1336'REFERENCE MARK NO. 1, USED AS AZIMUTH, IS 0.5 MILE N OF
 GL1336'STATION, 29 FEET S OF CENTER LINE OF SECTION LINE ROAD AND
 GL1336'IS SET FLUSH WITH THE GROUND.
 GL1336'
 GL1336'REFERENCE MARK NO. 2 IS E OF STATION AND SET FLUSH WITH THE
 GL1336'GROUND.
 GL1336'
 GL1336'REFERENCE MARK NO. 3, STAMED GRIGGS 1934, IS A STANDARD
 GL1336'BRONZE DISK SET IN A BLOCK OF CONCRETE.  IT IS S OF STATION
 GL1336'AND PROJECTS 3 INCHES.
 GL1336'
 GL1336'STATION IS REACHED FROM EVA, OKLAHOMA, BY DRIVING S ON
 GL1336'MAIN GRADED ROAD, 2.0 MILES TO INTERSECTION OF GRADED ROAD
 GL1336'AND HIGHWAY 64.  TURN W ON HIGHWAY 64 AND DRIVE 8.0 MILES
 GL1336'TO T-INTERSECTION OF A GRADED ROAD AND HIGHWAY 64.  TURN
 GL1336'S ON GRADED ROAD AND GO 10.7 MILES, PASSING E.H. TURBYFILL RANCH
 GL1336'ON E SIDE OF ROAD AT 4.6 MILES, TO INTERSECTION OF GRADED
 GL1336'ROAD AND SECTION LINE ROAD.  TURN W ON SECTION LINE ROAD AND
 GL1336'DRIVE 0.5 MILE ACROSS FIELD TO HIGHEST POINT ON HILL AND
 GL1336'STATION.
 GL1336'
 GL1336'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GL1336
 GL1336                          STATION RECOVERY (1935)
 GL1336
 GL1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1336'THE STATION WAS NOT VISITED BY AN OBSERVING UNIT, BUT WAS
 GL1336'REPORTED IN GOOD CONDITION BY A LIGTHKEEPER WHO OCCUPIED IT.
 GL1336
 GL1336                          STATION RECOVERY (1960)
 GL1336
 GL1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 GL1336'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 GL1336'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 GL1336'TO REACH.  A NEW TO REACH IS AS FOLLOWS--
 GL1336'
 GL1336'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EVA, GO SOUTH ON
 GL1336'STATE HIGHWAY NO. 95 FOR 2.4 MILES TO THE JUNCTION OF U.S.
 GL1336'HIGHWAY NO. 64.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO. 64
 GL1336'FOR 7.6 MILES TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON A
 GL1336'DIRT ROAD FOR 10.5 MILES TO A CROSS ROAD.  CONTINUE SOUTH
 GL1336'ON DIRT ROAD FOR 0.65 MILE TO THE SOUTH EDGE OF A CULTIVATED
 GL1336'FIELD ON THE RIGHT.  TURN RIGHT AND GO WEST ALONG THE SOUTH
 GL1336'SIDE OF A CULTIVATED FIELD FOR 0.6 MILE TO THE TOP OF HILL
 GL1336'AND STATION SITE.
 GL1336
 GL1336                          STATION RECOVERY (1971)
 GL1336
 GL1336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JEK)
 GL1336'STA. MK. AND R.M. 3 1931-1934 WERE FOUND IN GOOD CONDITION
 GL1336'AS DESCRIBED.  R.M. 1 WAS NOT FOUND-ROAD PROBABLY WIDENED.
 GL1336'R.M. 2 WAS NOT FOUND-SAND DRIFTED INTO AREA.
 GL1336'
 GL1336'DISTANCE TO R.M. 3 MISSED -0.11 FT.
 GL1336'
 GL1336'DIRECTION TO R.M. 3 MISSED -20.16 SECONDS.  WT. TEXHOMA,
 GL1336'OKLA. MISSED +0.84 SECONDS IN AZIMUTH.
 GL1336'
 GL1336'THE OLD DESCRIPTION IS ADEQUATE.  THE STATION IS 2 FT. E.
 GL1336'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0888 ***********************************************************************
 GG0888  DESIGNATION -  GROVEPORT
 GG0888  PID         -  GG0888
 GG0888  STATE/COUNTY-  OK/DELAWARE
 GG0888  COUNTRY     -  US
 GG0888  USGS QUAD   -  DODGE (2018)
 GG0888
 GG0888                         *CURRENT SURVEY CONTROL
 GG0888  ______________________________________________________________________
 GG0888* NAD 83(1997) POSITION- 36 35 58.55917(N) 094 44 19.58837(W)   ADJUSTED
 GG0888* NAD 83(1997) ELLIP HT-   222.636 (meters)        (02/21/02)   ADJUSTED
 GG0888* NAVD 88 ORTHO HEIGHT -   251.1   (meters)      824.    (feet) VERTCON3
 GG0888  ______________________________________________________________________
 GG0888  GEOID HEIGHT    -        -28.939 (meters)                     GEOID18
 GG0888  NAD 83(1997) X  -   -423,539.176 (meters)                     COMP
 GG0888  NAD 83(1997) Y  - -5,109,263.811 (meters)                     COMP
 GG0888  NAD 83(1997) Z  -  3,781,946.204 (meters)                     COMP
 GG0888  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 GG0888  HORZ ORDER      -  SECOND
 GG0888  ELLP ORDER      -  FOURTH    CLASS I
 GG0888
 GG0888.This mark is at Grove Airport (1H7)
 GG0888
 GG0888.The horizontal coordinates were established by GPS observations
 GG0888.and adjusted by the National Geodetic Survey in October 1998.
 GG0888
 GG0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0888
 GG0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0888.GEOID18 height accuracy estimate available here.
 GG0888
 GG0888.Click photographs - Photos may exist for this station.
 GG0888
 GG0888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0888
 GG0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0888
 GG0888.The ellipsoidal height was determined by GPS observations
 GG0888.and is referenced to NAD 83.
 GG0888
 GG0888. The following values were computed from the NAD 83(1997) position.
 GG0888
 GG0888;                    North         East     Units Scale Factor Converg.
 GG0888;SPC OK N     -   182,384.077   891,739.615   MT  0.99997378   +1 55 28.6
 GG0888;SPC OK N     -   598,371.76  2,925,649.05   sFT  0.99997378   +1 55 28.6
 GG0888;UTM  15      - 4,051,863.417   344,476.288   MT  0.99989800   -1 02 12.8
 GG0888
 GG0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0888!SPC OK N     -   0.99996506  x   0.99997378  =   0.99993884
 GG0888!UTM  15      -   0.99996506  x   0.99989800  =   0.99986306
 GG0888
 GG0888:                Primary Azimuth Mark                     Grid Az
 GG0888:SPC OK N     -  GROVEPORT AZ MK                          356 10 58.9
 GG0888:UTM  15      -  GROVEPORT AZ MK                          359 08 40.3
 GG0888
 GG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4447651863(NAD 83)
 GG0888
 GG0888|---------------------------------------------------------------------|
 GG0888| PID    Reference Object                     Distance      Geod. Az  |
 GG0888|                                                           dddmmss.s |
 GG0888| GG0889 GROVEPORT AZ MK                     APPROX. 0.5 KM 3580627.5 |
 GG0888|---------------------------------------------------------------------|
 GG0888
 GG0888                          SUPERSEDED SURVEY CONTROL
 GG0888
 GG0888  ELLIP H (10/02/98)  222.551  (m)                       GP(       ) 4 1
 GG0888  NAD 83(1993)-  36 35 58.56326(N)    094 44 19.58989(W) AD(       ) 2
 GG0888  ELLIP H (11/28/94)  222.304  (m)                       GP(       ) 5 1
 GG0888  NAD 83(1986)-  36 35 58.57839(N)    094 44 19.60416(W) AD(       ) 2
 GG0888  NGVD 29 (11/30/89)  251.1    (m)  RAPSU86  model used  GPS OBS        
 GG0888
 GG0888.Superseded values are not recommended for survey control.
 GG0888
 GG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0888.See file dsdata.pdf to determine how the superseded data were derived.
 GG0888
 GG0888_MARKER: I = METAL ROD
 GG0888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0888_STAMPING: GROVEPORT 1989
 GG0888_MARK LOGO: NGS
 GG0888_PROJECTION: FLUSH
 GG0888_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0888+STABILITY: POSITION/ELEVATION WELL
 GG0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0888+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 GG0888_ROD/PIPE-DEPTH: 2.9 meters
 GG0888_SLEEVE-DEPTH  : 1.0 meters
 GG0888
 GG0888  HISTORY     - Date     Condition        Report By
 GG0888  HISTORY     - 1989     MONUMENTED       NGS
 GG0888  HISTORY     - 19900418 GOOD             NGS
 GG0888  HISTORY     - 20070510 MARK NOT FOUND   INDIV
 GG0888
 GG0888                          STATION DESCRIPTION
 GG0888
 GG0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0888'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF GROVE, AT THE
 GG0888'GROVE MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR THE SOUTH END OF
 GG0888'THE RUNWAY.  OWNERSHIP---CITY OF GROVE, C/O AIRPORT MANAGERS TERRY OR
 GG0888'JIM RADCLIFF, RT 5 BOX 65, GROVE OK 74344. PHONE (918) 786-6159.
 GG0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 GG0888'HIGHWAY 25 IN GROVE, GO EAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 25 TO A
 GG0888'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH THEN EAST FOR 0.2 KM
 GG0888'(0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A PARKING AREA AND THE
 GG0888'AIRPORT OFFICE ON THE LEFT.  BEAR LEFT AND GO NORTHEAST FOR 50 METERS
 GG0888'ACROSS THE PARKING AREA, PASSING THE AIRPORT OFFICE ON THE LEFT, TO A
 GG0888'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 40 METERS ON THE PAVED
 GG0888'ROAD, PASSING THE AIRPORT OFFICE ON THE LEFT, TO A PAVED ROAD ON THE
 GG0888'LEFT.  TURN LEFT AND GO WEST FOR 40 METERS ON THE PAVED ROAD, PASSING
 GG0888'BETWEEN TWO HANGARS, TO AN APRON.  BEAR LEFT AND GO SOUTHWEST FOR 70
 GG0888'METERS ACROSS APRON TO A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO
 GG0888'WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY AND ACROSS THE
 GG0888'RUNWAY TO THE STATION ON THE RIGHT IN A LARGE GRASSY AREA.
 GG0888'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GG0888'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.9 METERS IN A GREASE
 GG0888'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GG0888'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GG0888'11.1 M (36.4 FT) WEST-NORTHWEST FROM THE JUNCTION OF THE RUNWAY AND
 GG0888'THE NORTH EDGE OF A TAXIWAY, 10.7 M (35.1 FT) WEST FROM THE WEST EDGE
 GG0888'OF THE RUNWAY, AND 5.5 M (18.0 FT) NORTH FROM THE NORTH EDGE OF A
 GG0888'TAXIWAY.
 GG0888'DESCRIBED BY K.L. FANCHER   (TYPED BY KLF).
 GG0888
 GG0888                          STATION RECOVERY (1990)
 GG0888
 GG0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0888'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF GROVE, AT THE
 GG0888'GROVE MUNICIPAL AIRPORT, ALONG THE WEST SIDE OF THE RUNWAY.
 GG0888'OWNERSHIP--CITY OF GROVE, C/O AIRPORT MANAGER TERRY RATCLIFF, ROUTE 5
 GG0888'BOX 65, GROVE OK 74344.  TELEPHONE 918-786-6159.
 GG0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 GG0888'HIGHWAYS 25 AND 10 IN GROVE, GO EAST ON STATE HIGHWAY 25 FOR 2.9 KM
 GG0888'(1.8 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 GG0888'AIRPORT ENTRANCE ROAD FOR 0.25 KM (0.16 MI) TO A GATE AT THE
 GG0888'NORTHEAST CORNER OF THE AIRPORT OFFICE.  PASS THROUGH THE GATE AND GO
 GG0888'ON A PAVED LANE FOR 40 M (131.2 FT) TO A PAVED LANE BETWEEN TWO
 GG0888'HANGARS. TURN LEFT AND GO FOR 40 M (131.2 FT) TO A APRON.  GO ACROSS
 GG0888'APRON FOR 0.07 KM (0.04 MI) TO A CONNECTING TAXIWAY.  TURN RIGHT AND
 GG0888'GO WEST ON TAXIWAY CROSSING THE RUNWAY FOR 0.1 KM (0.1 MI) TO THE
 GG0888'STATION ON THE RIGHT.
 GG0888'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0888'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 11.1
 GG0888'M (36.4 FT) WEST-NORTHWEST OF THE JUNCTION OF THE RUNWAY NORTH EDGE
 GG0888'OF THE TAXIWAY, 10.7 M (35.1 FT) WEST OF THE WEST EDGE OF THE RUNWAY
 GG0888'AND 5.5 M (18.0 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY.
 GG0888'DESCRIBED BY R.D.BALL
 GG0888'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GG0888
 GG0888                          STATION RECOVERY (2007)
 GG0888
 GG0888'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 GG0888'COORDINATES FALL IN NEW TAXIWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0889 ***********************************************************************
 GG0889  DESIGNATION -  GROVEPORT AZ MK
 GG0889  PID         -  GG0889
 GG0889  STATE/COUNTY-  OK/DELAWARE
 GG0889  COUNTRY     -  US
 GG0889  USGS QUAD   -  DODGE (2018)
 GG0889
 GG0889                         *CURRENT SURVEY CONTROL
 GG0889  ______________________________________________________________________
 GG0889* NAD 83(1997) POSITION- 36 36 15.84170(N) 094 44 20.29660(W)   ADJUSTED
 GG0889* NAD 83(1997) ELLIP HT-   223.143 (meters)        (02/21/02)   ADJUSTED
 GG0889* NAVD 88 ORTHO HEIGHT -   251.7   (meters)      826.    (feet) VERTCON3
 GG0889  ______________________________________________________________________
 GG0889  GEOID HEIGHT    -        -28.945 (meters)                     GEOID18
 GG0889  NAD 83(1997) X  -   -423,530.509 (meters)                     COMP
 GG0889  NAD 83(1997) Y  - -5,108,946.193 (meters)                     COMP
 GG0889  NAD 83(1997) Z  -  3,782,374.199 (meters)                     COMP
 GG0889  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 GG0889  HORZ ORDER      -  SECOND
 GG0889  ELLP ORDER      -  FOURTH    CLASS I
 GG0889
 GG0889.This mark is at Grove Airport (1H7)
 GG0889
 GG0889.The horizontal coordinates were established by GPS observations
 GG0889.and adjusted by the National Geodetic Survey in October 1998.
 GG0889
 GG0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0889
 GG0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0889.GEOID18 height accuracy estimate available here.
 GG0889
 GG0889.Click photographs - Photos may exist for this station.
 GG0889
 GG0889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0889
 GG0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0889
 GG0889.The ellipsoidal height was determined by GPS observations
 GG0889.and is referenced to NAD 83.
 GG0889
 GG0889. The following values were computed from the NAD 83(1997) position.
 GG0889
 GG0889;                    North         East     Units Scale Factor Converg.
 GG0889;SPC OK N     -   182,915.907   891,704.132   MT  0.99997442   +1 55 28.2
 GG0889;SPC OK N     -   600,116.60  2,925,532.64   sFT  0.99997442   +1 55 28.2
 GG0889;UTM  15      - 4,052,396.329   344,468.331   MT  0.99989803   -1 02 13.7
 GG0889
 GG0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0889!SPC OK N     -   0.99996498  x   0.99997442  =   0.99993940
 GG0889!UTM  15      -   0.99996498  x   0.99989803  =   0.99986301
 GG0889
 GG0889:                Primary Azimuth Mark                     Grid Az
 GG0889:SPC OK N     -  GROVEPORT                                176 10 58.8
 GG0889:UTM  15      -  GROVEPORT                                179 08 40.7
 GG0889
 GG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4446852396(NAD 83)
 GG0889
 GG0889|---------------------------------------------------------------------|
 GG0889| PID    Reference Object                     Distance      Geod. Az  |
 GG0889|                                                           dddmmss.s |
 GG0889| GG0888 GROVEPORT                           APPROX. 0.5 KM 1780627.0 |
 GG0889|---------------------------------------------------------------------|
 GG0889
 GG0889                          SUPERSEDED SURVEY CONTROL
 GG0889
 GG0889  ELLIP H (10/02/98)  223.059  (m)                       GP(       ) 4 1
 GG0889  NAD 83(1993)-  36 36 15.84578(N)    094 44 20.29812(W) AD(       ) 2
 GG0889  ELLIP H (11/28/94)  222.811  (m)                       GP(       ) 5 1
 GG0889  NAD 83(1986)-  36 36 15.86080(N)    094 44 20.31295(W) AD(       ) 2
 GG0889  NGVD 29 (11/30/89)  251.6    (m)  RAPSU86  model used  GPS OBS        
 GG0889
 GG0889.Superseded values are not recommended for survey control.
 GG0889
 GG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0889.See file dsdata.pdf to determine how the superseded data were derived.
 GG0889
 GG0889_MARKER: I = METAL ROD
 GG0889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0889_STAMPING: GROVEPORT AZ MK 1989
 GG0889_MARK LOGO: NGS
 GG0889_PROJECTION: FLUSH
 GG0889_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0889+STABILITY: POSITION/ELEVATION WELL
 GG0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0889+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2007
 GG0889_ROD/PIPE-DEPTH: 2.8 meters
 GG0889_SLEEVE-DEPTH  : 1.0 meters
 GG0889
 GG0889  HISTORY     - Date     Condition        Report By
 GG0889  HISTORY     - 1989     MONUMENTED       NGS
 GG0889  HISTORY     - 19900418 GOOD             NGS
 GG0889  HISTORY     - 20070510 GOOD             INDIV
 GG0889
 GG0889                          STATION DESCRIPTION
 GG0889
 GG0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0889'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF GROVE, AT THE
 GG0889'GROVE MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR THE MIDDLE OF
 GG0889'THE RUNWAY.  OWNERSHIP---CITY OF GROVE, C/O AIRPORT MANAGERS TERRY OR
 GG0889'JIM RADCLIFF, RT 5 BOX 65, GROVE OK 74344. PHONE (918) 786-6159.
 GG0889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 GG0889'HIGHWAY 25 IN GROVE, GO EAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 25 TO A
 GG0889'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH THEN EAST FOR 0.2 KM
 GG0889'(0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A PARKING AREA AND THE
 GG0889'AIRPORT OFFICE ON THE LEFT.  BEAR LEFT AND GO NORTHEAST FOR 50 METERS
 GG0889'ACROSS THE PARKING AREA, PASSING THE AIRPORT OFFICE ON THE LEFT, TO A
 GG0889'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 40 METERS ON THE PAVED
 GG0889'ROAD, PASSING ON THE EAST SIDE OF THE AIRPORT OFFICE, TO A PAVED ROAD
 GG0889'LEFT.  TURN LEFT AND GO WEST FOR 40 METERS ON THE PAVED ROAD, PASSING
 GG0889'BETWEEN TWO HANGARS, TO AN APRON.  BEAR LEFT AND GO SOUTHWEST FOR 70
 GG0889'METERS ACROSS APRON TO A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO
 GG0889'WEST FOR 60 METERS TO THE RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.5 KM
 GG0889'(0.30 MI) ON THE RUNWAY TO THE STATION ON THE LEFT BETWEEN THE NINTH
 GG0889'AND TENTH RUNWAY LIGHTS NORTH, ALONG THE WEST SIDE OF RUNWAY.
 GG0889'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GG0889'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.8 METERS IN A GREASE
 GG0889'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GG0889'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GG0889'40.2 M (131.9 FT) SOUTHWEST FROM THE 10TH RUNWAY LIGHT NORTH ON THE
 GG0889'WEST SIDE OF THE RUNWAY, 36.0 M (118.1 FT) NORTHWEST FROM THE NINTH
 GG0889'RUNWAY LIGHT NORTH ALONG THE WEST SIDE OF THE RUNWAY, 27.6 M
 GG0889'(90.6 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, AND 26.1 M (85.6 FT)
 GG0889'EAST FROM A FIBERGLASS WITNESS POST IN A FENCE ROW.
 GG0889'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 GG0889
 GG0889                          STATION RECOVERY (1990)
 GG0889
 GG0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 GG0889'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF GROVE, AT THE
 GG0889'GROVE MUNICIPAL AIRPORT, ALONG THE WEST SIDE OF THE RUNWAY.
 GG0889'OWNERSHIP--CITY OF GROVE, C/O AIRPORT MANAGER TERRY RATCLIFF, ROUTE 5
 GG0889'BOX 65, GROVE OK 74344.  TELEPHONE 918-786-6159.
 GG0889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 GG0889'HIGHWAYS 25 AND 10 IN GROVE, GO EAST ON STATE HIGHWAY 25 FOR 2.9 KM
 GG0889'(1.8 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 GG0889'AIRPORT ENTRANCE ROAD FOR 0.25 KM (0.16 MI) TO A GATE AT THE
 GG0889'NORTHEAST CORNER OF THE AIRPORT OFFICE.  PASS THROUGH THE GATE AND GO
 GG0889'ON A PAVED LANE FOR 40 M (131.2 FT) TO A PAVED LANE BETWEEN TWO
 GG0889'HANGARS. TURN LEFT AND GO FOR 40 M (131.2 FT) TO A APRON.  GO ACROSS
 GG0889'APRON FOR 0.07 KM (0.04 MI) TO A CONNECTING TAXIWAY.  TURN RIGHT AND
 GG0889'GO WEST ON TAXIWAY CROSSING TO A RUNWAY.  TURN RIGHT AND GO NORTH
 GG0889'ALONG THE RUNWAY FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT
 GG0889'BETWEEN THE NINTH AND TENTH RUNWAY LIGHT FROM THE SOUTH END OF THE
 GG0889'RUNWAY.
 GG0889'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL
 GG0889'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP.  IT IS SET 40.2
 GG0889'M (131.9 FT) SOUTHWEST OF THE  10TH RUNWAY LIGHT, 36.0 M (118.1 FT)
 GG0889'NORTHWEST 0F THE 9TH RUNWAY LIGHT, 27.6 M (90.6 FT) WEST OF THE WEST
 GG0889'EDGE OF THE RUNWAY AND 26.1 M (85.6 FT) EAST 0F A CARSONITE WITNESS
 GG0889'POST IN A FENCE LINE.
 GG0889'DESCRIBED BY R.D.BALL
 GG0889'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GG0889
 GG0889                          STATION RECOVERY (2007)
 GG0889
 GG0889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 GG0889'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0798 ***********************************************************************
 EM0798  DESIGNATION -  GRUBER
 EM0798  PID         -  EM0798
 EM0798  STATE/COUNTY-  OK/COMANCHE
 EM0798  COUNTRY     -  US
 EM0798  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0798
 EM0798                         *CURRENT SURVEY CONTROL
 EM0798  ______________________________________________________________________
 EM0798* NAD 83(1993) POSITION- 34 39 39.86256(N) 098 32 37.55711(W)   ADJUSTED
 EM0798* NAVD 88 ORTHO HEIGHT -   490.    (meters)     1608.    (feet) SCALED
 EM0798  ______________________________________________________________________
 EM0798  GEOID HEIGHT    -        -25.619 (meters)                     GEOID18
 EM0798  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 EM0798  HORZ ORDER      -  THIRD
 EM0798
 EM0798.The horizontal coordinates were established by classical geodetic methods
 EM0798.and adjusted by the National Geodetic Survey in November 1994.
 EM0798
 EM0798.The orthometric height was scaled from a topographic map.
 EM0798
 EM0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0798.GEOID18 height accuracy estimate available here.
 EM0798
 EM0798.Click photographs - Photos may exist for this station.
 EM0798
 EM0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0798
 EM0798. The following values were computed from the NAD 83(1993) position.
 EM0798
 EM0798;                    North         East     Units Scale Factor Converg.
 EM0798;SPC OK S     -   147,411.744   550,160.189   MT  0.99993684   -0 18 31.1
 EM0798;SPC OK S     -   483,633.36  1,804,983.89   sFT  0.99993684   -0 18 31.1
 EM0798;UTM  14      - 3,835,553.047   541,803.210   MT  0.99962154   +0 15 34.1
 EM0798
 EM0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0798!SPC OK S     -   0.99992709  x   0.99993684  =   0.99986393
 EM0798!UTM  14      -   0.99992709  x   0.99962154  =   0.99954866
 EM0798
 EM0798:                Primary Azimuth Mark                     Grid Az
 EM0798:SPC OK S     -  QUATTUOR                                 288 50 59.0
 EM0798:UTM  14      -  QUATTUOR                                 288 16 53.8
 EM0798
 EM0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4180335553(NAD 83)
 EM0798
 EM0798|---------------------------------------------------------------------|
 EM0798| PID    Reference Object                     Distance      Geod. Az  |
 EM0798|                                                           dddmmss.s |
 EM0798| EM0822 QUATTUOR                            APPROX. 3.2 KM 2883227.9 |
 EM0798|---------------------------------------------------------------------|
 EM0798
 EM0798                          SUPERSEDED SURVEY CONTROL
 EM0798
 EM0798  NAD 83(1986)-  34 39 39.86893(N)    098 32 37.54295(W) AD(       ) 3
 EM0798  NAD 27      -  34 39 39.61300(N)    098 32 36.32100(W) AD(       ) 3
 EM0798
 EM0798.Superseded values are not recommended for survey control.
 EM0798
 EM0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0798.See file dsdata.pdf to determine how the superseded data were derived.
 EM0798
 EM0798_MARKER: I = METAL ROD
 EM0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0798+STABILITY: SURFACE MOTION
 EM0798
 EM0798  HISTORY     - Date     Condition        Report By
 EM0798  HISTORY     - 1948     MONUMENTED       CGS
 EM0798
 EM0798                          STATION DESCRIPTION
 EM0798
 EM0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0798'IT IS LOCATED ON THE SUMMIT OF GRUBER HILL, 20 FEET EAST OF THE EAST
 EM0798'WALL OF A BLOCK HOUSE.  IT IS MARKED BY A SECTION OF 3/8 INCH IRON
 EM0798'REINFORCING ROD SET IN A CONCRETE BLOCK.  THE POINT OBSERVED
 EM0798'UPON WAS THE TOP OF A WOOD QUAD SIGNAL OVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1325 ***********************************************************************
 FJ1325  DESIGNATION -  GUTHPORT
 FJ1325  PID         -  FJ1325
 FJ1325  STATE/COUNTY-  OK/LOGAN
 FJ1325  COUNTRY     -  US
 FJ1325  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ1325
 FJ1325                         *CURRENT SURVEY CONTROL
 FJ1325  ______________________________________________________________________
 FJ1325* NAD 83(1993) POSITION- 35 51 00.95791(N) 097 24 58.71361(W)   ADJUSTED
 FJ1325* NAD 83(1993) ELLIP HT-   297.766 (meters)        (11/28/94)   ADJUSTED
 FJ1325* NAVD 88 ORTHO HEIGHT -   325.3   (meters)     1067.    (feet) VERTCON3
 FJ1325  ______________________________________________________________________
 FJ1325  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 FJ1325  NAD 83(1993) X  -   -668,105.529 (meters)                     COMP
 FJ1325  NAD 83(1993) Y  - -5,132,688.157 (meters)                     COMP
 FJ1325  NAD 83(1993) Z  -  3,714,912.219 (meters)                     COMP
 FJ1325  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 FJ1325  HORZ ORDER      -  SECOND
 FJ1325  ELLP ORDER      -  FIFTH     CLASS I
 FJ1325
 FJ1325.This mark is at Guthrie Airport (GOK)
 FJ1325
 FJ1325.The horizontal coordinates were established by GPS observations
 FJ1325.and adjusted by the National Geodetic Survey in November 1994.
 FJ1325
 FJ1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1325
 FJ1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1325.GEOID18 height accuracy estimate available here.
 FJ1325
 FJ1325.Click photographs - Photos may exist for this station.
 FJ1325
 FJ1325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1325
 FJ1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1325
 FJ1325.The ellipsoidal height was determined by GPS observations
 FJ1325.and is referenced to NAD 83.
 FJ1325
 FJ1325. The following values were computed from the NAD 83(1993) position.
 FJ1325
 FJ1325;                    North         East     Units Scale Factor Converg.
 FJ1325;SPC OK N     -    94,497.704   652,724.616   MT  0.99996064   +0 20 40.1
 FJ1325;SPC OK N     -   310,031.22  2,141,480.68   sFT  0.99996064   +0 20 40.1
 FJ1325;UTM  14      - 3,968,498.689   643,009.375   MT  0.99985201   +0 55 39.6
 FJ1325
 FJ1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1325!SPC OK N     -   0.99995327  x   0.99996064  =   0.99991391
 FJ1325!UTM  14      -   0.99995327  x   0.99985201  =   0.99980528
 FJ1325
 FJ1325:                Primary Azimuth Mark                     Grid Az
 FJ1325:SPC OK N     -  GUTHPORT AZ MK                           165 07 14.5
 FJ1325:UTM  14      -  GUTHPORT AZ MK                           164 32 15.0
 FJ1325
 FJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4300968498(NAD 83)
 FJ1325
 FJ1325|---------------------------------------------------------------------|
 FJ1325| PID    Reference Object                     Distance      Geod. Az  |
 FJ1325|                                                           dddmmss.s |
 FJ1325| FJ1326 GUTHPORT AZ MK                      490.731 METERS 1652754.6 |
 FJ1325|---------------------------------------------------------------------|
 FJ1325
 FJ1325                          SUPERSEDED SURVEY CONTROL
 FJ1325
 FJ1325  NAD 83(1986)-  35 51 00.96612(N)    097 24 58.71070(W) AD(       ) 2
 FJ1325  NGVD 29 (11/30/89)  325.2    (m)  RAPSU86  model used  GPS OBS        
 FJ1325
 FJ1325.Superseded values are not recommended for survey control.
 FJ1325
 FJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1325.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1325
 FJ1325_MARKER: I = METAL ROD
 FJ1325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1325_STAMPING: GUTHPORT 1989
 FJ1325_MARK LOGO: NGS
 FJ1325_PROJECTION: FLUSH
 FJ1325_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1325+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1325_ROD/PIPE-DEPTH: 3.6 meters
 FJ1325_SLEEVE-DEPTH  : 1.0 meters
 FJ1325
 FJ1325  HISTORY     - Date     Condition        Report By
 FJ1325  HISTORY     - 1989     MONUMENTED       NGS
 FJ1325  HISTORY     - 20090121 MARK NOT FOUND   AIRDAT
 FJ1325
 FJ1325                          STATION DESCRIPTION
 FJ1325
 FJ1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1325'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTH OF GUTHRIE, AT THE
 FJ1325'GUTHRIE MUNICIPAL AIRPORT, IN THE NORTH-NORTHWEST CORNER OF THE
 FJ1325'SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE CONCRETE RUNWAY AND
 FJ1325'THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF GUTHRIE, C/O AIRPORT
 FJ1325'MANAGER GLENN CRABTREE, 520 AIRPORT ROAD, GUTHRIE OK 73044.  PHONE
 FJ1325'(405) 282-4250.
 FJ1325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 FJ1325'HIGHWAY 33 IN GUTHRIE, GO SOUTHERLY FOR 3.2 KM (2.00 MI) ON HIGHWAY 77
 FJ1325'TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.6 KM
 FJ1325'(0.35 MI) ON AIRPORT ROAD TO A PAVED ROAD LEFT AND A GATE.  TURN LEFT
 FJ1325'AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD, PASSING
 FJ1325'THROUGH THE GATE AND BETWEEN TWO HANGARS, AND ACROSS APRON AND ALONG A
 FJ1325'TAXIWAY TO A PAVED TAXIWAY.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM
 FJ1325'(0.10 MI) ON THE TAXIWAY TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO
 FJ1325'SOUTH-SOUTHEAST FOR 50 METERS TO THE STATION ON THE LEFT.
 FJ1325'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1325'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.6 METERS IN A GREASE
 FJ1325'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1325'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1325'34.8 M (114.2 FT) SOUTHEAST FROM THE SOUTHEAST JUNCTION OF THE
 FJ1325'PARALLEL TAXIWAY AND A CONNECTING TAXIWAY, 14.8 M (48.6 FT)
 FJ1325'SOUTH-SOUTHWEST FROM THE SOUTH-SOUTHWEST EDGE OF A CONNECTING TAXIWAY,
 FJ1325'12.4 M (40.7 FT) EAST-NORTHEAST FROM THE EAST-NORTHEAST EDGE OF THE
 FJ1325'PARALLEL TAXIWAY, AND 9.3 M (30.5 FT) NORTH-NORTHWEST FROM THE
 FJ1325'EXTENDED CENTER OF A TAXIWAY.
 FJ1325'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FJ1325
 FJ1325                          STATION RECOVERY (2009)
 FJ1325
 FJ1325'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FJ1325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1326 ***********************************************************************
 FJ1326  DESIGNATION -  GUTHPORT AZ MK
 FJ1326  PID         -  FJ1326
 FJ1326  STATE/COUNTY-  OK/LOGAN
 FJ1326  COUNTRY     -  US
 FJ1326  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ1326
 FJ1326                         *CURRENT SURVEY CONTROL
 FJ1326  ______________________________________________________________________
 FJ1326* NAD 83(1993) POSITION- 35 50 45.54558(N) 097 24 53.80576(W)   ADJUSTED
 FJ1326* NAD 83(1993) ELLIP HT-   297.287 (meters)        (11/28/94)   ADJUSTED
 FJ1326* NAVD 88 ORTHO HEIGHT -   324.7   (meters)     1065.    (feet) VERTCON3
 FJ1326  ______________________________________________________________________
 FJ1326  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 FJ1326  NAD 83(1993) X  -   -668,019.256 (meters)                     COMP
 FJ1326  NAD 83(1993) Y  - -5,132,979.548 (meters)                     COMP
 FJ1326  NAD 83(1993) Z  -  3,714,526.878 (meters)                     COMP
 FJ1326  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 FJ1326  HORZ ORDER      -  SECOND
 FJ1326  ELLP ORDER      -  FIFTH     CLASS I
 FJ1326
 FJ1326.This mark is at Guthrie Airport (GOK)
 FJ1326
 FJ1326.The horizontal coordinates were established by GPS observations
 FJ1326.and adjusted by the National Geodetic Survey in November 1994.
 FJ1326
 FJ1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1326
 FJ1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1326.GEOID18 height accuracy estimate available here.
 FJ1326
 FJ1326.Click photographs - Photos may exist for this station.
 FJ1326
 FJ1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1326
 FJ1326.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1326
 FJ1326.The ellipsoidal height was determined by GPS observations
 FJ1326.and is referenced to NAD 83.
 FJ1326
 FJ1326. The following values were computed from the NAD 83(1993) position.
 FJ1326
 FJ1326;                    North         East     Units Scale Factor Converg.
 FJ1326;SPC OK N     -    94,023.446   652,850.622   MT  0.99996106   +0 20 43.0
 FJ1326;SPC OK N     -   308,475.26  2,141,894.08   sFT  0.99996106   +0 20 43.0
 FJ1326;UTM  14      - 3,968,025.790   643,140.188   MT  0.99985247   +0 55 42.2
 FJ1326
 FJ1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1326!SPC OK N     -   0.99995334  x   0.99996106  =   0.99991440
 FJ1326!UTM  14      -   0.99995334  x   0.99985247  =   0.99980582
 FJ1326
 FJ1326:                Primary Azimuth Mark                     Grid Az
 FJ1326:SPC OK N     -  GUTHPORT                                 345 07 14.5
 FJ1326:UTM  14      -  GUTHPORT                                 344 32 15.3
 FJ1326
 FJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4314068025(NAD 83)
 FJ1326
 FJ1326|---------------------------------------------------------------------|
 FJ1326| PID    Reference Object                     Distance      Geod. Az  |
 FJ1326|                                                           dddmmss.s |
 FJ1326| FJ1325 GUTHPORT                            490.731 METERS 3452757.5 |
 FJ1326|---------------------------------------------------------------------|
 FJ1326
 FJ1326                          SUPERSEDED SURVEY CONTROL
 FJ1326
 FJ1326  NAD 83(1986)-  35 50 45.55372(N)    097 24 53.80259(W) AD(       ) 2
 FJ1326  NGVD 29 (11/30/89)  324.6    (m)  RAPSU86  model used  GPS OBS        
 FJ1326
 FJ1326.Superseded values are not recommended for survey control.
 FJ1326
 FJ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1326.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1326
 FJ1326_MARKER: I = METAL ROD
 FJ1326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1326_STAMPING: GUTHPORT AZ MK 1989
 FJ1326_MARK LOGO: NGS
 FJ1326_PROJECTION: FLUSH
 FJ1326_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1326+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1326_ROD/PIPE-DEPTH: 2.4 meters
 FJ1326_SLEEVE-DEPTH  : 1.0 meters
 FJ1326
 FJ1326  HISTORY     - Date     Condition        Report By
 FJ1326  HISTORY     - 1989     MONUMENTED       NGS
 FJ1326
 FJ1326                          STATION DESCRIPTION
 FJ1326
 FJ1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1326'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF GUTHRIE, AT THE
 FJ1326'GUTHRIE MUNICIPAL AIRPORT, IN THE SOUTH-SOUTHWEST CORNER OF THE
 FJ1326'SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE CONCRETE RUNWAY AND
 FJ1326'THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF GUTHRIE, C/O AIRPORT
 FJ1326'MANAGER GLENN CRABTREE, 520 AIRPORT ROAD, GUTHRIE OK 73044.  PHONE
 FJ1326'(405) 282-4250.
 FJ1326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 FJ1326'HIGHWAY 33 IN GUTHRIE, GO SOUTHERLY FOR 3.2 KM (2.00 MI) ON HIGHWAY 77
 FJ1326'TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.6 KM
 FJ1326'(0.35 MI) ON AIRPORT ROAD TO A PAVED ROAD LEFT AND A GATE.  TURN LEFT
 FJ1326'AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD, PASSING
 FJ1326'THROUGH THE GATE AND BETWEEN TWO HANGARS, AND ACROSS APRON AND ALONG A
 FJ1326'TAXIWAY TO A PAVED TAXIWAY.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM
 FJ1326'(0.10 MI) ON THE TAXIWAY TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO
 FJ1326'SOUTH-SOUTHEAST FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO THE
 FJ1326'STATION ON THE LEFT JUST BEFORE A CONNECTING TAXIWAY LEFT.
 FJ1326'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1326'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.4 METERS IN A GREASE
 FJ1326'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1326'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1326'18.1 M (59.4 FT) WEST-SOUTHWEST FROM THE SOUTH-SOUTHWEST CORNER OF A
 FJ1326'0.8 METER BY 1.1 METER METAL DRAIN COVER, 12.2 M (40.0 FT)
 FJ1326'NORTH-NORTHWEST FROM THE CENTER OF A CONNECTING TAXIWAY, 12.1 M
 FJ1326'(39.7 FT) EAST-NORTHEAST FROM THE CENTER OF THE PARALLEL TAXIWAY, AND
 FJ1326'3.7 M (12.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE CURVING
 FJ1326'NORTHEAST CORNER OF THE JUNCTION OF THE PARALLEL TAXIWAY AND A
 FJ1326'CONNECTING TAXIWAY.
 FJ1326'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0890 ***********************************************************************
 FJ0890  DESIGNATION -  GUTHRIE
 FJ0890  PID         -  FJ0890
 FJ0890  STATE/COUNTY-  OK/LOGAN
 FJ0890  COUNTRY     -  US
 FJ0890  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0890
 FJ0890                         *CURRENT SURVEY CONTROL
 FJ0890  ______________________________________________________________________
 FJ0890* NAD 83(1993) POSITION- 35 52 38.73160(N) 097 24 40.56772(W)   ADJUSTED
 FJ0890* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 FJ0890  ______________________________________________________________________
 FJ0890  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 FJ0890  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 FJ0890  HORZ ORDER      -  SECOND
 FJ0890
 FJ0890.The horizontal coordinates were established by classical geodetic methods
 FJ0890.and adjusted by the National Geodetic Survey in November 1994.
 FJ0890
 FJ0890.The orthometric height was scaled from a topographic map.
 FJ0890
 FJ0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0890.GEOID18 height accuracy estimate available here.
 FJ0890
 FJ0890.Click photographs - Photos may exist for this station.
 FJ0890
 FJ0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0890
 FJ0890. The following values were computed from the NAD 83(1993) position.
 FJ0890
 FJ0890;                    North         East     Units Scale Factor Converg.
 FJ0890;SPC OK N     -    97,513.782   653,161.646   MT  0.99995815   +0 20 50.8
 FJ0890;SPC OK N     -   319,926.47  2,142,914.50   sFT  0.99995815   +0 20 50.8
 FJ0890;UTM  14      - 3,971,518.739   643,415.624   MT  0.99985345   +0 55 52.5
 FJ0890
 FJ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0890!SPC OK N     -   0.99995505  x   0.99995815  =   0.99991320
 FJ0890!UTM  14      -   0.99995505  x   0.99985345  =   0.99980850
 FJ0890
 FJ0890:                Primary Azimuth Mark                     Grid Az
 FJ0890:SPC OK N     -  WINGARD RESET                            317 10 21.3
 FJ0890:UTM  14      -  WINGARD RESET                            316 35 19.6
 FJ0890
 FJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4341571518(NAD 83)
 FJ0890
 FJ0890|---------------------------------------------------------------------|
 FJ0890| PID    Reference Object                     Distance      Geod. Az  |
 FJ0890|                                                           dddmmss.s |
 FJ0890| FJ0882 GUTHRIE SHELL MAST 2                APPROX. 5.6 KM 1353455.6 |
 FJ0890| CL5302 GUTHRIE RM 1                         25.749 METERS 16209     |
 FJ0890| FJ0885 AIRPORT BCN GUTHRIE APT             APPROX. 2.7 KM 1941322.5 |
 FJ0890| CL5304 GUTHRIE RM 3                         14.583 METERS 22835     |
 FJ0890| FJ0891 GUTHRIE EAST MUNICIPAL TANK          28.762 METERS 24823     |
 FJ0890| CL5303 GUTHRIE RM 2                         22.621 METERS 26344     |
 FJ0890| CL5301 GUTHRIE AZ MK                                      2681620.1 |
 FJ0890| FJ0888 WINGARD RESET                       APPROX.10.4 KM 3173112.1 |
 FJ0890|---------------------------------------------------------------------|
 FJ0890
 FJ0890                          SUPERSEDED SURVEY CONTROL
 FJ0890
 FJ0890  NAD 83(1986)-  35 52 38.73883(N)    097 24 40.55145(W) AD(       ) 2
 FJ0890  NAD 27      -  35 52 38.56631(N)    097 24 39.40396(W) AD(       ) 2
 FJ0890
 FJ0890.Superseded values are not recommended for survey control.
 FJ0890
 FJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0890.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0890
 FJ0890_MARKER: DS = TRIANGULATION STATION DISK
 FJ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0890_STAMPING: GUTHRIE 1954
 FJ0890_MARK LOGO: CGS
 FJ0890_PROJECTION: RECESSED 3 CENTIMETERS
 FJ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0890+STABILITY: SURFACE MOTION
 FJ0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0890+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2011
 FJ0890
 FJ0890  HISTORY     - Date     Condition        Report By
 FJ0890  HISTORY     - 1954     MONUMENTED       CGS
 FJ0890  HISTORY     - 1960     GOOD             CGS
 FJ0890  HISTORY     - 1968     GOOD             OKDH
 FJ0890  HISTORY     - 1968     GOOD             CGS
 FJ0890  HISTORY     - 19960615 GOOD             USPSQD
 FJ0890  HISTORY     - 20110624 GOOD             GEOCAC
 FJ0890
 FJ0890                          STATION DESCRIPTION
 FJ0890
 FJ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0890'THE STATION IS NEAR THE EAST EDGE OF THE CITY OF GUTHRIE,
 FJ0890'ON THE SAME LOT AS THE GUTHRIE EAST MUNICIPAL WATER TANK.
 FJ0890'IT IS IN THE NORTHWEST ANGLE OF THE INTERSECTION OF HARRISON
 FJ0890'AVENUE AND CEDAR STREET.
 FJ0890'
 FJ0890'TO REACH THE STATION FROM THE INTERSECTION OF DIVISION STREET
 FJ0890'AND HARRISON AVENUE IN GUTHRIE, GO EAST ON HARRISON AVENUE
 FJ0890'FOR 0.55 MILE TO S. CAPITOL ST. AND THE AZIMUTH MARK 81 FEET
 FJ0890'NORTH OF THIS INTERSECTION AT THE SECOND HOUSE ON THE LEFT.
 FJ0890'CONTINUE EAST ON HARRISON AVENUE FOR 0.2 MILE TO CEDAR STREET
 FJ0890'AND THE STATION 150 FEET NORTH OF THE INTERSECTION.
 FJ0890'
 FJ0890'THE STATION MARK IS 52 FEET WEST OF THE CENTER OF CEDAR
 FJ0890'STREET, 45.3 FEET SOUTHWEST OF A POWER POLE AND 1 INCH BELOW
 FJ0890'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED GUTHRIE 1954.
 FJ0890'
 FJ0890'REFERENCE MARK NO. 1, SOUTH-SOUTHEAST OF THE STATION, IS 71
 FJ0890'FEET WEST OF THE WEST SIDE OF HARRISON AVENUE CHRISTIAN
 FJ0890'CHURCH, 67 FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION
 FJ0890'OF HARRISON AVENUE AND CEDAR STREET AND LEVEL WITH THE SURFACE
 FJ0890'OF THE GROUND.  THE DISK IS STAMPED GUTHRIE NO 1 1954.
 FJ0890'
 FJ0890'REFERENCE MARK NO. 2, WEST OF THE STATION, IS A STANDARD
 FJ0890'DISK SET IN THE CONCRETE BASE OF THE NORTHEAST LEG OF THE
 FJ0890'SKELETON FRAMEWORK WHICH SUPPORTS THE WATER TANK.  IT IS
 FJ0890'NEAR THE NORTHWEST EDGE OF THE CONCRETE PILLAR WHICH PROJECTS
 FJ0890'ABOUT 3 FEET ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 FJ0890'STAMPED GUTHRIE NO 2 1954.
 FJ0890'
 FJ0890'THE AZIMUTH MARK, 0.2 MILE WEST OF THE STATION, IS ON THE
 FJ0890'FRONT LAWN AT 117 S. CAPITOL ST., 16.5 FEET EAST OF THE
 FJ0890'EAST EDGE OF THE SIDEWALK, 12 FEET NORTH OF THE NORTH EDGE
 FJ0890'OF THE DRIVEWAY, 6.8 FEET WEST OF THE WEST EDGE OF THE CURB
 FJ0890'AND LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 FJ0890'GUTHRIE 1954.
 FJ0890'
 FJ0890'HEIGHT OF LIGHT ABOVE STATION MARK 23 METER.
 FJ0890
 FJ0890                          STATION RECOVERY (1960)
 FJ0890
 FJ0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JFD)
 FJ0890'STATION RECOVERED IN GOOD CONDITION.
 FJ0890
 FJ0890                          STATION RECOVERY (1968)
 FJ0890
 FJ0890'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0890'GUTHRIE 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0890'
 FJ0890'GUTHRIE NO. 1 1954, DESTROYED.
 FJ0890'
 FJ0890'GUTHRIE NO. 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0890'
 FJ0890'GUTHRIE 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0890'DESCRIBED.
 FJ0890
 FJ0890                          STATION RECOVERY (1968)
 FJ0890
 FJ0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ0890'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 FJ0890'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 FJ0890'BUT IS OBSTRUCTED BY ONE TREE WHICH IS NEAR A GARAGE NEAR
 FJ0890'THE STATION SITE.  REFERENCE MARK NO. 1 WAS DESTROYED WHEN
 FJ0890'THE NORTH-SOUTH STREET WAS WIDENED.  REFERENCE MARK NO. 3
 FJ0890'WAS SET.
 FJ0890'
 FJ0890'FOLLOWING IS A NEW DESCRIPTION.
 FJ0890'
 FJ0890'TO REACH THE STATION FROM THE INTERSECTION OF DIVISION STREET
 FJ0890'AND HARRISON AVENUE IN GUTHRIE, GO EAST ON HARRISON AVENUE
 FJ0890'FOR 0.55 MILE TO SOUTH CAPITOL STREET AND THE AZIMUTH MARK
 FJ0890'81 FEET NORTH OF THIS INTERSECTION AT THE SECOND HOUSE ON
 FJ0890'THE LEFT.  CONTINUE EAST ON HARRISON AVENUE FOR 0.2 MILE TO
 FJ0890'CEDAR STREET AND THE STATION 150 FEET NORTH OF THE INTERSECTION.
 FJ0890'
 FJ0890'STATION MARK, A STANDARD DISK STAMPED GUTHRIE 1954, IS SET
 FJ0890'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FJ0890'SURFACE OF THE GROUND.  IT IS 53.5 FEET NORTH OF THE SOUTHWEST
 FJ0890'CORNER OF A GARAGE, 51 FEET WEST OF THE CENTER OF CEDAR STREET,
 FJ0890'AND 44.5 FEET SOUTHWEST OF A POWERLINE POLE.  THE UNDERGROUND
 FJ0890'MARK WAS NOT INSPECTED.
 FJ0890'
 FJ0890'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUTHRIE NO.
 FJ0890'2 1954, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 FJ0890'OF THE NORTHEAST LEG OF THE SKELTON FRAMEWORK WHICH SUPPORTS
 FJ0890'THE WATER TANK.  IT IS NEAR THE NORTHWEST EDGE OF THE CONCRETE
 FJ0890'PILLAR WHICH PROJECTS 3 FEET ABOVE THE GROUND.
 FJ0890'
 FJ0890'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GUTHRIE 1954
 FJ0890'NO. 3 1968, IS CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS
 FJ0890'40.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 FJ0890'BASE FOR THE NORTHEAST LEG OF THE WATER TANK, 20.5 FEET
 FJ0890'EAST OF THE NORTHEAST CORNER OF A CONCRETE BASE FOR THE
 FJ0890'EAST LEG OF THE WATER TANK, AND IS FLUSH WITH THE SURFACE
 FJ0890'OF THE GROUND.
 FJ0890'
 FJ0890'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, ON THE FRONT
 FJ0890'LAWN AT 117 SOUTH CAPITOL STREET, 16.5 FEET EAST OF THE EAST
 FJ0890'EDGE OF THE SIDEWALK, 12 FEET NORTH OF THE NORTH EDGE OF THE
 FJ0890'DRIVEWAY, 6.8 FEET WEST OF THE WEST EDGE OF THE CURB, A
 FJ0890'STANDARD DISK STAMPED GUTHRIE 1954, IS SET IN THE TOP OF A
 FJ0890'SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF
 FJ0890'THE GROUND.
 FJ0890'
 FJ0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN GUTHRIE.
 FJ0890
 FJ0890                          STATION RECOVERY (1996)
 FJ0890
 FJ0890'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0890'RECOVERED IN GOOD CONDITION.
 FJ0890
 FJ0890                          STATION RECOVERY (2011)
 FJ0890
 FJ0890'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ0890'THE REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0886 ***********************************************************************
 FJ0886  DESIGNATION -  GUTHRIE AIRPORT
 FJ0886  PID         -  FJ0886
 FJ0886  STATE/COUNTY-  OK/LOGAN
 FJ0886  COUNTRY     -  US
 FJ0886  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0886
 FJ0886                         *CURRENT SURVEY CONTROL
 FJ0886  ______________________________________________________________________
 FJ0886* NAD 83(1993) POSITION- 35 51 03.14576(N) 097 25 10.41969(W)   ADJUSTED
 FJ0886* NAVD 88 ORTHO HEIGHT -   324.    (meters)     1063.    (feet) SCALED
 FJ0886  ______________________________________________________________________
 FJ0886  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 FJ0886  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 FJ0886  HORZ ORDER      -  THIRD
 FJ0886
 FJ0886.This mark is at Guthrie Airport (GOK)
 FJ0886
 FJ0886.The horizontal coordinates were established by classical geodetic methods
 FJ0886.and adjusted by the National Geodetic Survey in November 1994.
 FJ0886
 FJ0886.The orthometric height was scaled from a topographic map.
 FJ0886
 FJ0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0886.GEOID18 height accuracy estimate available here.
 FJ0886
 FJ0886.Click photographs - Photos may exist for this station.
 FJ0886
 FJ0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0886
 FJ0886. The following values were computed from the NAD 83(1993) position.
 FJ0886
 FJ0886;                    North         East     Units Scale Factor Converg.
 FJ0886;SPC OK N     -    94,563.371   652,430.492   MT  0.99996058   +0 20 33.2
 FJ0886;SPC OK N     -   310,246.66  2,140,515.71   sFT  0.99996058   +0 20 33.2
 FJ0886;UTM  14      - 3,968,561.352   642,714.630   MT  0.99985098   +0 55 32.8
 FJ0886
 FJ0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0886!SPC OK N     -   0.99995347  x   0.99996058  =   0.99991405
 FJ0886!UTM  14      -   0.99995347  x   0.99985098  =   0.99980446
 FJ0886
 FJ0886:                Primary Azimuth Mark                     Grid Az
 FJ0886:SPC OK N     -  GUTHRIE AIRPORT AZ MK                    094 50 33.0
 FJ0886:UTM  14      -  GUTHRIE AIRPORT AZ MK                    094 15 33.4
 FJ0886
 FJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4271468561(NAD 83)
 FJ0886
 FJ0886|---------------------------------------------------------------------|
 FJ0886| PID    Reference Object                     Distance      Geod. Az  |
 FJ0886|                                                           dddmmss.s |
 FJ0886| FJ0885 AIRPORT BCN GUTHRIE APT             329.264 METERS 01437     |
 FJ0886| CL5305 GUTHRIE AIRPORT AZ MK                              0951106.2 |
 FJ0886| CL5306 GUTHRIE AIRPORT RM 1                 24.722 METERS 11847     |
 FJ0886| CL5307 GUTHRIE AIRPORT RM 2                 22.267 METERS 21133     |
 FJ0886|---------------------------------------------------------------------|
 FJ0886
 FJ0886                          SUPERSEDED SURVEY CONTROL
 FJ0886
 FJ0886  NAD 83(1986)-  35 51 03.15313(N)    097 25 10.40316(W) AD(       ) 3
 FJ0886  NAD 27      -  35 51 02.97826(N)    097 25 09.25673(W) AD(       ) 3
 FJ0886
 FJ0886.Superseded values are not recommended for survey control.
 FJ0886
 FJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0886.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0886
 FJ0886_MARKER: DS = TRIANGULATION STATION DISK
 FJ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0886_STAMPING: GUTHRIE AIRPORT 1954
 FJ0886_MARK LOGO: CGS
 FJ0886_PROJECTION: FLUSH
 FJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0886+STABILITY: SURFACE MOTION
 FJ0886
 FJ0886  HISTORY     - Date     Condition        Report By
 FJ0886  HISTORY     - 1954     MONUMENTED       CGS
 FJ0886  HISTORY     - 1968     GOOD             CGS
 FJ0886  HISTORY     - 1968     GOOD             OKDH
 FJ0886
 FJ0886                          STATION DESCRIPTION
 FJ0886
 FJ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0886'THE STATION IS LOCATED AT THE GUTHRIE MUNICIPAL AIRPORT, ABOUT
 FJ0886'ONE MILE SOUTH OF THE SOUTH CITY LIMITS OF GUTHRIE, AND 0.3
 FJ0886'MILE EAST OF U.S. HIGHWAY 77.
 FJ0886'
 FJ0886'THE STATION MARK, 120 FEET WEST OF THE NORTHWEST CORNER OF THE
 FJ0886'HANGER AND 4 FEET NORTHEAST OF A WHITE WITNESS POST, IS LEVEL
 FJ0886'WITH THE GROUND SURFACE AND THE DISK IS STAMPED GUTHRIE
 FJ0886'AIRPORT 1954.
 FJ0886'
 FJ0886'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS LEVEL WITH THE
 FJ0886'GROUND SURFACE, AND THE DISK IS STAMPED GUTHRIE AIRPORT NO
 FJ0886'1 1954.
 FJ0886'
 FJ0886'REFERENCE MARK NO. 2, SOUTH-SOUTHWEST OF THE STATION, IS LEVEL
 FJ0886'WITH THE GROUND SURFACE AND THE DISK IS STAMPED GUTHRIE AIRPORT
 FJ0886'NO 2 1954.
 FJ0886'
 FJ0886'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST, IS 3 FEET WEST
 FJ0886'OF THE EAST BOUNDARY FENCE OF THE AIR FIELD, 4 FEET NORTH OF A
 FJ0886'WHITE WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 FJ0886'GUTHRIE AIRPORT 1954.
 FJ0886'
 FJ0886'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ0886
 FJ0886                          STATION RECOVERY (1968)
 FJ0886
 FJ0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ0886'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FJ0886'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 FJ0886'IN GOOD CONDITION.
 FJ0886'
 FJ0886'STATION IS 120 FEET WEST OF THE NORTHWEST CORNER OF THE LARGE,
 FJ0886'EAST HANGAR, 5.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FJ0886'WEST HANGAR, 5 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A GAS
 FJ0886'PUMP, 3 FEET EAST OF THE EAST EDGE OF A CONCRETE FOUNDATION
 FJ0886'WHICH SUPPORTS A TRACK FOR A SLIDING DOOR AT EAST SIDE OF NEW
 FJ0886'HANGAR, AND IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FJ0886'
 FJ0886'REFERNCE MARK NO. 1 IS 52.5 FEET WEST-NORTHWEST OF THE NORTHWEST
 FJ0886'CORNER OF THE LARGE HANGAR AND IS SURROUNDED BY ASPHALT BASE
 FJ0886'USED FOR TAXI STRIP BETWEEN TWO HANGARS, AND PROJECTS 1 INCH.
 FJ0886'
 FJ0886'REFERENCE MARK NO. 2 IS 9.5 FEET SOUTH OF THE SOUTHEAST CORNER
 FJ0886'OF THE WEST HANGAR, AT THE WEST EDGE OF THE ASPHALT STRIP, AND IS
 FJ0886'1 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0886'
 FJ0886'AZIMUTH MARK IS 19 FEET NORTH OF THE NORTH BRACE POST, 4 FEET
 FJ0886'NORTH OF A WOODEN WITNESS POST, 1 FOOT WEST OF A FENCE, AND
 FJ0886'PROJECTS 5 INCHES.
 FJ0886'
 FJ0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1
 FJ0886'MILES SOUTH OF THE SOUTH CITY LIMITS IN GUTHRIE.
 FJ0886
 FJ0886                          STATION RECOVERY (1968)
 FJ0886
 FJ0886'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0886'GUTHRIE AIRPORT 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0886'
 FJ0886'GUTHRIE AIRPORT NO. 1, 1954-DESTROYED.
 FJ0886'
 FJ0886'GUTHRIE AIRPORT NO. 2, 1954-DESTROYED.
 FJ0886'
 FJ0886'GUTHRIE AIRPORT 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION
 FJ0886'AS DESCRIBED.
 FJ0886'
 FJ0886'REFERENCE MARKS ARE IN THE AREA OF A ASPHALT DRIVE FOR GUTHRIE
 FJ0886'AIRPORT HANGAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0878 ***********************************************************************
 FJ0878  DESIGNATION -  GUTHRIE ATT MAST KKC 98
 FJ0878  PID         -  FJ0878
 FJ0878  STATE/COUNTY-  OK/LOGAN
 FJ0878  COUNTRY     -  US
 FJ0878  USGS QUAD   -  GUTHRIE SE (2018)
 FJ0878
 FJ0878                         *CURRENT SURVEY CONTROL
 FJ0878  ______________________________________________________________________
 FJ0878* NAD 83(1993) POSITION- 35 47 15.81554(N) 097 16 20.84407(W)   ADJUSTED
 FJ0878  ______________________________________________________________________
 FJ0878  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 FJ0878  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 FJ0878  HORZ ORDER      -  THIRD
 FJ0878
 FJ0878.The horizontal coordinates were established by classical geodetic methods
 FJ0878.and adjusted by the National Geodetic Survey in November 1994.
 FJ0878
 FJ0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0878.GEOID18 height accuracy estimate available here.
 FJ0878
 FJ0878.Click photographs - Photos may exist for this station.
 FJ0878
 FJ0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0878
 FJ0878. The following values were computed from the NAD 83(1993) position.
 FJ0878
 FJ0878;                    North         East     Units Scale Factor Converg.
 FJ0878;SPC OK N     -    87,646.781   665,770.564   MT  0.99996724   +0 25 45.7
 FJ0878;SPC OK N     -   287,554.48  2,184,282.26   sFT  0.99996724   +0 25 45.7
 FJ0878;UTM  14      - 3,961,781.266   656,123.105   MT  0.99990036   +1 00 37.6
 FJ0878
 FJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5612361781(NAD 83)
 FJ0878
 FJ0878                          SUPERSEDED SURVEY CONTROL
 FJ0878
 FJ0878  NAD 83(1986)-  35 47 15.82356(N)    097 16 20.82615(W) AD(       ) 3
 FJ0878  NAD 27      -  35 47 15.63036(N)    097 16 19.69612(W) AD(       ) 3
 FJ0878
 FJ0878.Superseded values are not recommended for survey control.
 FJ0878
 FJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0878.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0878
 FJ0878_MARKER: 44 = MICROWAVE MAST
 FJ0878
 FJ0878  HISTORY     - Date     Condition        Report By
 FJ0878  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0878
 FJ0878                          STATION DESCRIPTION
 FJ0878
 FJ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0878'THE STATION IS A RED LIGHT ON TOP OF AND IN THE CENTER OF A
 FJ0878'FOUR LEGGED STEEL TOWER, 125 FEET HIGH AND 30 FEET WIDE
 FJ0878'AT THE BOTTOM.  IT IS IN THE NORTHWEST 1/4 OF THE SOUTHEAST
 FJ0878'1/4 OF SEC. 11, T. 15 N., R. 1 W., NEAR THE SITE OF THE ABANDONED
 FJ0878'TOWN OF EVANSVILLE.
 FJ0878'
 FJ0878'THE TOWER IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 FJ0878'CO. AND IS OPERATED BY THEM AS A RELAY STATION FOR TELEVISION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0891 ***********************************************************************
 FJ0891  DESIGNATION -  GUTHRIE EAST MUNICIPAL TANK
 FJ0891  PID         -  FJ0891
 FJ0891  STATE/COUNTY-  OK/LOGAN
 FJ0891  COUNTRY     -  US
 FJ0891  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0891
 FJ0891                         *CURRENT SURVEY CONTROL
 FJ0891  ______________________________________________________________________
 FJ0891* NAD 83(1993) POSITION- 35 52 38.38779(N) 097 24 41.63368(W)   ADJUSTED
 FJ0891  ______________________________________________________________________
 FJ0891  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 FJ0891  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 FJ0891  HORZ ORDER      -  THIRD
 FJ0891
 FJ0891.The horizontal coordinates were established by classical geodetic methods
 FJ0891.and adjusted by the National Geodetic Survey in November 1994.
 FJ0891
 FJ0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0891.GEOID18 height accuracy estimate available here.
 FJ0891
 FJ0891.Click photographs - Photos may exist for this station.
 FJ0891
 FJ0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0891
 FJ0891. The following values were computed from the NAD 83(1993) position.
 FJ0891
 FJ0891;                    North         East     Units Scale Factor Converg.
 FJ0891;SPC OK N     -    97,503.024   653,134.974   MT  0.99995816   +0 20 50.1
 FJ0891;SPC OK N     -   319,891.17  2,142,826.99   sFT  0.99995816   +0 20 50.1
 FJ0891;UTM  14      - 3,971,507.711   643,389.065   MT  0.99985335   +0 55 51.8
 FJ0891
 FJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4338971507(NAD 83)
 FJ0891
 FJ0891                          SUPERSEDED SURVEY CONTROL
 FJ0891
 FJ0891  NAD 83(1986)-  35 52 38.39501(N)    097 24 41.61739(W) AD(       ) 3
 FJ0891  NAD 27      -  35 52 38.22252(N)    097 24 40.46982(W) AD(       ) 3
 FJ0891
 FJ0891.Superseded values are not recommended for survey control.
 FJ0891
 FJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0891.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0891
 FJ0891_MARKER: 53 = ELEVATED TANK
 FJ0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0891+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 FJ0891
 FJ0891  HISTORY     - Date     Condition        Report By
 FJ0891  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0891  HISTORY     - 19960615 GOOD             USPSQD
 FJ0891  HISTORY     - 20030709 GOOD             USPSQD
 FJ0891
 FJ0891                          STATION DESCRIPTION
 FJ0891
 FJ0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0891'THE STATION IS THE CENTER OF THE INSPECTION PLATE ATOP THE
 FJ0891'METAL TANK AT THE EAST EDGE OF GUTHRIE, ON THE SOUTH SIDE
 FJ0891'OF STATE HIGHWAY 33 AND EAST OF DREXEL BOULAVARD.  IT IS
 FJ0891'ELEVATED BY A SIX LEGGED SKELETON FRAMEWORK APPROXIMATELY
 FJ0891'120 FEET HIGH.
 FJ0891
 FJ0891                          STATION RECOVERY (1996)
 FJ0891
 FJ0891'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0891'RECOVERED IN GOOD CONDITION.
 FJ0891
 FJ0891                          STATION RECOVERY (2003)
 FJ0891
 FJ0891'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FJ0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0882 ***********************************************************************
 FJ0882  DESIGNATION -  GUTHRIE SHELL MAST 2
 FJ0882  PID         -  FJ0882
 FJ0882  STATE/COUNTY-  OK/LOGAN
 FJ0882  COUNTRY     -  US
 FJ0882  USGS QUAD   -  GUTHRIE SE (2018)
 FJ0882
 FJ0882                         *CURRENT SURVEY CONTROL
 FJ0882  ______________________________________________________________________
 FJ0882* NAD 83(1993) POSITION- 35 50 28.40713(N) 097 22 03.76313(W)   ADJUSTED
 FJ0882  ______________________________________________________________________
 FJ0882  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 FJ0882  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 FJ0882  HORZ ORDER      -  THIRD
 FJ0882
 FJ0882.The horizontal coordinates were established by classical geodetic methods
 FJ0882.and adjusted by the National Geodetic Survey in November 1994.
 FJ0882
 FJ0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0882.GEOID18 height accuracy estimate available here.
 FJ0882
 FJ0882.Click photographs - Photos may exist for this station.
 FJ0882
 FJ0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0882
 FJ0882. The following values were computed from the NAD 83(1993) position.
 FJ0882
 FJ0882;                    North         East     Units Scale Factor Converg.
 FJ0882;SPC OK N     -    93,522.002   657,120.875   MT  0.99996152   +0 22 23.3
 FJ0882;SPC OK N     -   306,830.10  2,155,904.07   sFT  0.99996152   +0 22 23.3
 FJ0882;UTM  14      - 3,967,567.865   647,414.889   MT  0.99986778   +0 57 21.4
 FJ0882
 FJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4741467567(NAD 83)
 FJ0882
 FJ0882                          SUPERSEDED SURVEY CONTROL
 FJ0882
 FJ0882  NAD 83(1986)-  35 50 28.41470(N)    097 22 03.74594(W) AD(       ) 3
 FJ0882  NAD 27      -  35 50 28.23460(N)    097 22 02.60424(W) AD(       ) 3
 FJ0882
 FJ0882.Superseded values are not recommended for survey control.
 FJ0882
 FJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0882.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0882
 FJ0882_MARKER: 44 = MICROWAVE MAST
 FJ0882
 FJ0882  HISTORY     - Date     Condition        Report By
 FJ0882  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0882
 FJ0882                          STATION DESCRIPTION
 FJ0882
 FJ0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0882'THE STATION IS THE TOP OF A THREE SIDED STEEL TOWER, PAINTED RED
 FJ0882'AND WHITE, AND ABOUT 125 FEET HIGH.  IT IS ABOUT 4.5 MILES
 FJ0882'SOUTHEAST OF GUTHRIE AND ABOUT 0.5 MILE EAST OF THE PRARIE GROVE
 FJ0882'SCHOOLHOUSE, ON LAND OWNED BY DRUCY BOWEN.
 FJ0882'
 FJ0882'THE MAST IS OWNED BY THE SHELL PIPE LINE CORPORATION, AND IS
 FJ0882'REFERRED TO AS THE GUTHRIE RELAY STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0889 ***********************************************************************
 FJ0889  DESIGNATION -  GUTHRIE WEST MUNICIPAL TANK
 FJ0889  PID         -  FJ0889
 FJ0889  STATE/COUNTY-  OK/LOGAN
 FJ0889  COUNTRY     -  US
 FJ0889  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0889
 FJ0889                         *CURRENT SURVEY CONTROL
 FJ0889  ______________________________________________________________________
 FJ0889* NAD 83(1993) POSITION- 35 52 35.97469(N) 097 26 53.20341(W)   ADJUSTED
 FJ0889  ______________________________________________________________________
 FJ0889  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 FJ0889  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 FJ0889  HORZ ORDER      -  THIRD
 FJ0889
 FJ0889.The horizontal coordinates were established by classical geodetic methods
 FJ0889.and adjusted by the National Geodetic Survey in November 1994.
 FJ0889
 FJ0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0889.GEOID18 height accuracy estimate available here.
 FJ0889
 FJ0889.Click photographs - Photos may exist for this station.
 FJ0889
 FJ0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0889
 FJ0889. The following values were computed from the NAD 83(1993) position.
 FJ0889
 FJ0889;                    North         East     Units Scale Factor Converg.
 FJ0889;SPC OK N     -    97,409.272   649,835.270   MT  0.99995821   +0 19 32.5
 FJ0889;SPC OK N     -   319,583.59  2,132,001.21   sFT  0.99995821   +0 19 32.5
 FJ0889;UTM  14      - 3,971,380.354   640,090.853   MT  0.99984183   +0 54 34.6
 FJ0889
 FJ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4009071380(NAD 83)
 FJ0889
 FJ0889                          SUPERSEDED SURVEY CONTROL
 FJ0889
 FJ0889  NAD 83(1986)-  35 52 35.98198(N)    097 26 53.18696(W) AD(       ) 3
 FJ0889  NAD 27      -  35 52 35.80964(N)    097 26 52.03855(W) AD(       ) 3
 FJ0889
 FJ0889.Superseded values are not recommended for survey control.
 FJ0889
 FJ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0889.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0889
 FJ0889_MARKER: 53 = ELEVATED TANK
 FJ0889
 FJ0889  HISTORY     - Date     Condition        Report By
 FJ0889  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0889  HISTORY     - 19960615 GOOD             USPSQD
 FJ0889
 FJ0889                          STATION DESCRIPTION
 FJ0889
 FJ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0889'THE STATION IS THE BALL ATOP THE METAL TANK AT THE WEST
 FJ0889'EDGE OF GUTHRIE, ABOUT 500 FEET EAST OF THE POINT WHERE
 FJ0889'STATE HIGHWAY TURNS WEST.  IT IS ELEVATED BY A SIX LEGGED
 FJ0889'SKELETON FRAMEWORK APPROXIMATELY 120 FEET HIGH.
 FJ0889
 FJ0889                          STATION RECOVERY (1996)
 FJ0889
 FJ0889'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0848 ***********************************************************************
 EL0848  DESIGNATION -  GUY
 EL0848  PID         -  EL0848
 EL0848  STATE/COUNTY-  OK/MURRAY
 EL0848  COUNTRY     -  US
 EL0848  USGS QUAD   -  DAVIS (2018)
 EL0848
 EL0848                         *CURRENT SURVEY CONTROL
 EL0848  ______________________________________________________________________
 EL0848* NAD 83(1993) POSITION- 34 34 40.31945(N) 097 02 30.93605(W)   ADJUSTED
 EL0848* NAVD 88 ORTHO HEIGHT -   334.    (meters)     1096.    (feet) SCALED
 EL0848  ______________________________________________________________________
 EL0848  GEOID HEIGHT    -        -25.337 (meters)                     GEOID18
 EL0848  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 EL0848  HORZ ORDER      -  SECOND
 EL0848
 EL0848.The horizontal coordinates were established by classical geodetic methods
 EL0848.and adjusted by the National Geodetic Survey in November 1994.
 EL0848
 EL0848.The orthometric height was scaled from a topographic map.
 EL0848
 EL0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0848.GEOID18 height accuracy estimate available here.
 EL0848
 EL0848.Click photographs - Photos may exist for this station.
 EL0848
 EL0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0848
 EL0848. The following values were computed from the NAD 83(1993) position.
 EL0848
 EL0848;                    North         East     Units Scale Factor Converg.
 EL0848;SPC OK S     -   138,464.854   687,900.593   MT  0.99993595   +0 32 37.7
 EL0848;SPC OK S     -   454,280.11  2,256,887.20   sFT  0.99993595   +0 32 37.7
 EL0848;UTM  14      - 3,827,973.802   679,602.729   MT  0.99999761   +1 06 41.6
 EL0848
 EL0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0848!SPC OK S     -   0.99995154  x   0.99993595  =   0.99988749
 EL0848!UTM  14      -   0.99995154  x   0.99999761  =   0.99994915
 EL0848
 EL0848:                Primary Azimuth Mark                     Grid Az
 EL0848:SPC OK S     -  GUY AZ MK                                277 25 21.1
 EL0848:UTM  14      -  GUY AZ MK                                276 51 17.2
 EL0848
 EL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7960227973(NAD 83)
 EL0848
 EL0848|---------------------------------------------------------------------|
 EL0848| PID    Reference Object                     Distance      Geod. Az  |
 EL0848|                                                           dddmmss.s |
 EL0848| CY2043 GUY RM 1                             15.366 METERS 02524     |
 EL0848| CY2044 GUY RM 2                              7.161 METERS 11030     |
 EL0848| EL0819 SULPHUR MUNICIPAL TANK              APPROX.11.1 KM 1325734.2 |
 EL0848| EL0794 SULPHUR ST VET HOSP WATER TANK      APPROX.11.7 KM 1412740.0 |
 EL0848| EL0847 DAVIS MUNICIPAL TANK                APPROX.10.3 KM 2204054.8 |
 EL0848| CY2042 GUY AZ MK                                          2775758.8 |
 EL0848|---------------------------------------------------------------------|
 EL0848
 EL0848                          SUPERSEDED SURVEY CONTROL
 EL0848
 EL0848  NAD 83(1986)-  34 34 40.32457(N)    097 02 30.92498(W) AD(       ) 2
 EL0848  NAD 27      -  34 34 40.01630(N)    097 02 29.85700(W) AD(       ) 2
 EL0848
 EL0848.Superseded values are not recommended for survey control.
 EL0848
 EL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0848.See file dsdata.pdf to determine how the superseded data were derived.
 EL0848
 EL0848_MARKER: DS = TRIANGULATION STATION DISK
 EL0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0848_STAMPING: GUY 1954
 EL0848_MARK LOGO: CGS
 EL0848_PROJECTION: FLUSH
 EL0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0848+STABILITY: SURFACE MOTION
 EL0848
 EL0848  HISTORY     - Date     Condition        Report By
 EL0848  HISTORY     - 1954     MONUMENTED       CGS
 EL0848
 EL0848                          STATION DESCRIPTION
 EL0848
 EL0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0848'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF DAVIS AND 6 MILES
 EL0848'NORTHWEST OF SULPHUR.
 EL0848'
 EL0848'REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 7
 EL0848'JUST SOUTH OF THE POST OFFICE IN DAVIS BY GOING EAST ON STATE
 EL0848'HIGHWAY 7 FOR 2.7 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 EL0848'FOR 5.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.2
 EL0848'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST 0.5 MILE
 EL0848'TO THE TOP OF THE HILL AND THE STATION ABOUT 100 YARDS TO THE
 EL0848'SOUTH.
 EL0848'
 EL0848'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0848'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 360 FEET SOUTH
 EL0848'OF A FENCE CORNER AND 22 FEET WEST OF A FENCE AND THE DISK IS
 EL0848'STAMPED GUY 1954.
 EL0848'
 EL0848'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0848'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 1 FOOT WEST OF A FENCE
 EL0848'AND THE DISK IS STAMPED GUY NO 1 1954.
 EL0848'
 EL0848'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0848'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 1 FOOT WEST OF A FENCE
 EL0848'AND THE DISK IS STAMPED GUY NO 2 1954.
 EL0848'
 EL0848'THE AZIMUTH MARK IS A STANDARD-DISK SET IN THE TOP OF A SQUARE
 EL0848'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 30 FEET SOUTH OF THE
 EL0848'CENTER OF A GRAVELED ROAD, 4 FEET EAST OF A WHITE WITNESS POST, 1
 EL0848'FOOT NORTH OF A FENCE AND THE DISK IS STAMPED GUY 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9763 ***********************************************************************
 DG9763  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9763  DESIGNATION -  GUYMON CORS ARP
 DG9763  CORS_ID     -  OKGM
 DG9763  PID         -  DG9763
 DG9763  STATE/COUNTY-  OK/TEXAS
 DG9763  COUNTRY     -  US
 DG9763  USGS QUAD   -  GUYMON (2018)
 DG9763
 DG9763                         *CURRENT SURVEY CONTROL
 DG9763  ______________________________________________________________________
 DG9763* NAD 83(2011) POSITION- 36 40 28.53232(N) 101 28 45.65405(W)   ADJUSTED
 DG9763* NAD 83(2011) ELLIP HT-   930.985 (meters)        (04/??/25)   ADJUSTED
 DG9763* NAD 83(2011) EPOCH   -  2010.00
 DG9763  ______________________________________________________________________
 DG9763  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 DG9763  NAD 83(2011) X  - -1,019,431.107 (meters)                     COMP
 DG9763  NAD 83(2011) Y  - -5,019,924.794 (meters)                     COMP
 DG9763  NAD 83(2011) Z  -  3,789,047.335 (meters)                     COMP
 DG9763
 DG9763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9763  Standards:
 DG9763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9763  -------------------------------------------------------------------
 DG9763  NETWORK    0.25   0.27           0.10   0.10   0.14     -0.43624900
 DG9763  -------------------------------------------------------------------
 DG9763
 DG9763.The coordinates were established by GPS observations
 DG9763.and adjusted by the National Geodetic Survey in April 2025.
 DG9763
 DG9763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9763.been affixed to the stable North American Tectonic Plate. 
 DG9763
 DG9763.The coordinates are valid at the epoch date displayed above
 DG9763.which is a decimal equivalence of Year/Month/Day.
 DG9763
 DG9763.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9763.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9763.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9763.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9763.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9763.published epoch of 2010.00.
 DG9763
 DG9763.Additional information on MYCS is available at:
 DG9763.https://geodesy.noaa.gov/CORS/index.shtml
 DG9763
 DG9763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9763.GEOID18 height accuracy estimate available here.
 DG9763
 DG9763.The PID for the CORS L1 Phase Center is DG9764.
 DG9763
 DG9763.Click photographs - Photos may exist for this station.
 DG9763
 DG9763.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9763
 DG9763.The ellipsoidal height was determined by GPS observations
 DG9763.and is referenced to NAD 83.
 DG9763
 DG9763. The following values were computed from the NAD 83(2011) position.
 DG9763
 DG9763;                    North         East     Units Scale Factor Converg.
 DG9763;SPC OK N     -   191,377.898   289,054.014   MT  0.99998450   -2 03 12.0
 DG9763;SPC OK N     -   627,878.99    948,338.04   sFT  0.99998450   -2 03 12.0
 DG9763;UTM  14      - 4,061,639.015   278,440.831   MT  1.00020481   -1 28 53.2
 DG9763
 DG9763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9763!SPC OK N     -   0.99985391  x   0.99998450  =   0.99983842
 DG9763!UTM  14      -   0.99985391  x   1.00020481  =   1.00005869
 DG9763
 DG9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7844061639(NAD 83)
 DG9763
 DG9763                          SUPERSEDED SURVEY CONTROL
 DG9763
 DG9763  NAD 83(2011)-  36 40 28.53253(N)    101 28 45.65431(W) AD(2010.00) c
 DG9763  ELLIP H (06/??/19)  930.995  (m)                       GP(2010.00) c c
 DG9763  NAD 83(2011)-  36 40 28.53240(N)    101 28 45.65407(W) AD(2010.00) c
 DG9763  ELLIP H (08/??/11)  930.987  (m)                       GP(2010.00) c c
 DG9763  NAD 83(CORS)-  36 40 28.53249(N)    101 28 45.65506(W) AD(2002.00) c
 DG9763  ELLIP H (04/??/05)  930.991  (m)                       GP(2002.00) c c
 DG9763
 DG9763.Superseded values are not recommended for survey control.
 DG9763
 DG9763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9763.See file dsdata.pdf to determine how the superseded data were derived.
 DG9763
 DG9763_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9763
 DG9763                          STATION DESCRIPTION
 DG9763
 DG9763'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9763'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9763'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9763'AND LOG FILES ACCESSIBLE AT:
 DG9763'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1360 ***********************************************************************
 FJ1360  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1360  DESIGNATION -  GYPSY
 FJ1360  PID         -  FJ1360
 FJ1360  STATE/COUNTY-  OK/CREEK
 FJ1360  COUNTRY     -  US
 FJ1360  USGS QUAD   -  GYPSY (2018)
 FJ1360
 FJ1360                         *CURRENT SURVEY CONTROL
 FJ1360  ______________________________________________________________________
 FJ1360* NAD 83(2011) POSITION- 35 40 56.49327(N) 096 23 13.69695(W)   ADJUSTED
 FJ1360* NAD 83(2011) ELLIP HT-   220.908 (meters)        (06/27/12)   ADJUSTED
 FJ1360* NAD 83(2011) EPOCH   -  2010.00
 FJ1360* NAVD 88 ORTHO HEIGHT -   249.3   (meters)      818.    (feet) GPS OBS
 FJ1360  ______________________________________________________________________
 FJ1360  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1360  GEOID HEIGHT    -        -28.314 (meters)                     GEOID96
 FJ1360  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 FJ1360  NAD 83(2011) X  -   -577,011.625 (meters)                     COMP
 FJ1360  NAD 83(2011) Y  - -5,154,620.081 (meters)                     COMP
 FJ1360  NAD 83(2011) Z  -  3,699,750.123 (meters)                     COMP
 FJ1360  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 FJ1360
 FJ1360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1360  Standards:
 FJ1360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1360  -------------------------------------------------------------------
 FJ1360  NETWORK    2.09   4.57           0.95   0.73   2.33      0.02739391
 FJ1360  -------------------------------------------------------------------
 FJ1360  Click here for local accuracies and other accuracy information.
 FJ1360
 FJ1360.The horizontal coordinates were established by GPS observations
 FJ1360.and adjusted by the National Geodetic Survey in June 2012.
 FJ1360
 FJ1360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1360.been affixed to the stable North American tectonic plate. See 
 FJ1360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1360
 FJ1360.The horizontal coordinates are valid at the epoch date displayed above
 FJ1360.which is a decimal equivalence of Year/Month/Day.
 FJ1360
 FJ1360.The orthometric height was determined by GPS observations and a
 FJ1360.high-resolution geoid model.
 FJ1360
 FJ1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1360.GEOID18 height accuracy estimate available here.
 FJ1360
 FJ1360.Click photographs - Photos may exist for this station.
 FJ1360
 FJ1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1360
 FJ1360.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1360
 FJ1360.The ellipsoidal height was determined by GPS observations
 FJ1360.and is referenced to NAD 83.
 FJ1360
 FJ1360. The following values were computed from the NAD 83(2011) position.
 FJ1360
 FJ1360;                    North         East     Units Scale Factor Converg.
 FJ1360;SPC OK N     -    76,922.402   745,993.018   MT  0.99998102   +0 57 06.6
 FJ1360;SPC OK N     -   252,369.58  2,447,478.76   sFT  0.99998102   +0 57 06.6
 FJ1360;UTM  14      - 3,951,864.536   736,458.174   MT  1.00028905   +1 31 29.2
 FJ1360
 FJ1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1360!SPC OK N     -   0.99996533  x   0.99998102  =   0.99994635
 FJ1360!UTM  14      -   0.99996533  x   1.00028905  =   1.00025437
 FJ1360
 FJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3645851864(NAD 83)
 FJ1360
 FJ1360                          SUPERSEDED SURVEY CONTROL
 FJ1360
 FJ1360  NAD 83(2007)-  35 40 56.49328(N)    096 23 13.69764(W) AD(2002.00) 0
 FJ1360  ELLIP H (02/10/07)  220.926  (m)                       GP(2002.00)    
 FJ1360  ELLIP H (04/16/01)  220.933  (m)                       GP(       ) 4 2
 FJ1360  NAD 83(1993)-  35 40 56.49318(N)    096 23 13.69731(W) AD(       ) B
 FJ1360  ELLIP H (05/09/94)  221.002  (m)                       GP(       ) 4 2
 FJ1360  NAVD 88 (01/13/95)  249.3    (m)  UNKNOWN  model used  GPS OBS        
 FJ1360  NAVD 88 (05/09/94)  249.3    (m)  GEOID93  model used  GPS OBS        
 FJ1360
 FJ1360.Superseded values are not recommended for survey control.
 FJ1360
 FJ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1360.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1360
 FJ1360_MARKER: DH = HORIZONTAL CONTROL DISK
 FJ1360_SETTING: 66 = SET IN ROCK OUTCROP
 FJ1360_STAMPING: GYPSY 1993
 FJ1360_MARK LOGO: NGS
 FJ1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1360+STABILITY: POSITION/ELEVATION WELL
 FJ1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1360+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 FJ1360
 FJ1360  HISTORY     - Date     Condition        Report By
 FJ1360  HISTORY     - 1993     MONUMENTED       NGS
 FJ1360  HISTORY     - 20040527 GOOD             OKDOT
 FJ1360
 FJ1360                          STATION DESCRIPTION
 FJ1360
 FJ1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FJ1360'STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH OF BRISTOW, 6 KM
 FJ1360'(3.70 MI) NORTH OF THE CREEK-OKFUSKEE COUNTY LINE, ALONG STATE
 FJ1360'HIGHWAY 48, ON THE RIGHT-OF-WAY, IN A SANDSTONE OUTCROP, IN THE
 FJ1360'NORTHEAST 1/4 OF SECTION 7, T 14 N, R 8 E.  OWNERSHIP--OKLAHOMA
 FJ1360'DEPARTMENT OF TRANSPORTATION.
 FJ1360'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16, 48 AND 66 WEST AT A
 FJ1360'RAIL CROSSING AT THE SOUTH END OF THE BRISTOW BUSINESS DISTRICT, GO
 FJ1360'SOUTH ON HIGHWAYS 16 AND 48 FOR 0.61 KM (0.35 MI) TO A CROSS STREET.
 FJ1360'TURN RIGHT, SOUTH, ON HIGHWAY 48 FOR 10.35 KM (6.45 MI) TO THE BRIDGE
 FJ1360'OVER SAND CREEK.  CONTINUE AHEAD, SOUTH, FOR 2.63 KM (1.65 MI) TO A
 FJ1360'PAVED CROSSROAD (TURNOFF TO GYPSY).  CONTINUE AHEAD, SOUTH, FOR 1.65
 FJ1360'KM (1.00 MI) TO A CROSSROAD - GRAVEL TO THE RIGHT, PAVED TO THE LEFT
 FJ1360'WITH A CEMETERY SIGN.  CONTINUE AHEAD, SOUTH, 1.59 KM (1.00 MI) TO
 FJ1360'THE STATION ON THE LEFT, AFTER A GRAVEL ROAD LEFT.
 FJ1360'STATION MARK IS A DRILL HOLE IN A 1.5 M (4.9 FT) BY 7 M (23.0 FT) ROCK
 FJ1360'OUTCROP.  IT IS 12.8 M (42.0 FT) EAST OF, AND SLIGHTLY LOWER THAN THE
 FJ1360'HIGHWAY CENTER, 2.4 M (7.9 FT) WEST OF A FIBERGLASS WITNESS POST, 7.4
 FJ1360'M (24.3 FT) NORTH-NORTHEAST OF A STEEL WITNESS POST,  55.5 M
 FJ1360'(182.1 FT) SOUTH OF A GRAVEL ROAD, 4.8 M (15.7 FT) WEST-SOUTHWEST OF
 FJ1360'SOUTHWEST EDGE OF 12 M (39.4 FT) BY 9 M (29.5 FT) ROCK OUTCROP NEAR
 FJ1360'GROUP OF OAK TREES, AND 17.9 M (58.7 FT) WEST OF RIGHT-OF-WAY FENCE.
 FJ1360
 FJ1360                          STATION RECOVERY (2004)
 FJ1360
 FJ1360'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ1360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0476 ***********************************************************************
 GH0476  DESIGNATION -  H 1
 GH0476  PID         -  GH0476
 GH0476  STATE/COUNTY-  OK/GARFIELD
 GH0476  COUNTRY     -  US
 GH0476  USGS QUAD   -  KREMLIN (2018)
 GH0476
 GH0476                         *CURRENT SURVEY CONTROL
 GH0476  ______________________________________________________________________
 GH0476* NAD 83(1986) POSITION- 36 30 24.     (N) 097 50 40.     (W)   SCALED
 GH0476* NAVD 88 ORTHO HEIGHT -   356.576 (meters)     1169.87  (feet) ADJUSTED
 GH0476  ______________________________________________________________________
 GH0476  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 GH0476  DYNAMIC HEIGHT  -        356.266 (meters)     1168.85  (feet) COMP
 GH0476  MODELED GRAVITY -    979,752.3   (mgal)                       NAVD 88
 GH0476
 GH0476  VERT ORDER      -  FIRST     CLASS II
 GH0476
 GH0476.The horizontal coordinates were scaled from a map and have
 GH0476.an estimated accuracy of +/- 6 seconds.
 GH0476
 GH0476.The orthometric height was determined by differential leveling and
 GH0476.adjusted by the NATIONAL GEODETIC SURVEY
 GH0476.in June 1991.
 GH0476
 GH0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0476.GEOID18 height accuracy estimate available here.
 GH0476
 GH0476.Click photographs - Photos may exist for this station.
 GH0476
 GH0476.The dynamic height is computed by dividing the NAVD 88
 GH0476.geopotential number by the normal gravity value computed on the
 GH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0476.degrees latitude (g = 980.6199 gals.).
 GH0476
 GH0476.The modeled gravity was interpolated from observed gravity values.
 GH0476
 GH0476;                    North         East    Units  Estimated Accuracy
 GH0476;SPC OK N     -   167,180.      613,940.      MT  (+/- 180 meters Scaled)
 GH0476
 GH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF034407(NAD 83)
 GH0476
 GH0476                          SUPERSEDED SURVEY CONTROL
 GH0476
 GH0476  NGVD 29 (??/??/92)  356.441  (m)         1169.42   (f) SUPERSEDED  1 2
 GH0476  NGVD 29 (04/22/92)  356.407  (m)         1169.31   (f) ADJUSTED    1 2
 GH0476
 GH0476.Superseded values are not recommended for survey control.
 GH0476
 GH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0476.See file dsdata.pdf to determine how the superseded data were derived.
 GH0476
 GH0476_MARKER: DD = SURVEY DISK
 GH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0476_STAMPING: H 1 1928
 GH0476_MARK LOGO: USGS
 GH0476_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0476+STABILITY: SURFACE MOTION
 GH0476
 GH0476  HISTORY     - Date     Condition        Report By
 GH0476  HISTORY     - 1928     MONUMENTED       USGS
 GH0476  HISTORY     - 1953     GOOD             CGS
 GH0476  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0476
 GH0476                          STATION DESCRIPTION
 GH0476
 GH0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0476'2.8 MI S FROM KREMLIN.
 GH0476'2.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0476'RAILROAD FROM THE STATION AT KREMLIN, AT A ROAD CROSSING, 95
 GH0476'FEET WEST OF THE WEST RAIL, 35 FEET SOUTH OF THE CENTER LINE
 GH0476'OF A ROAD, 43 FEET WEST OF A POWER POLE, 4 FEET SOUTHEAST OF
 GH0476'A FENCE CORNER, 3 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 GH0476'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0476'0.4 FOOT ABOVE THE GROUND.
 GH0476
 GH0476                          STATION RECOVERY (1985)
 GH0476
 GH0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0476'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0627 ***********************************************************************
 GH0627  DESIGNATION -  H 1 A
 GH0627  PID         -  GH0627
 GH0627  STATE/COUNTY-  OK/GARFIELD
 GH0627  COUNTRY     -  US
 GH0627  USGS QUAD   -  ENID EAST (2018)
 GH0627
 GH0627                         *CURRENT SURVEY CONTROL
 GH0627  ______________________________________________________________________
 GH0627* NAD 83(1986) POSITION- 36 29 31.     (N) 097 50 54.     (W)   SCALED
 GH0627* NAVD 88 ORTHO HEIGHT -   369.855 (meters)     1213.43  (feet) POSTED
 GH0627  ______________________________________________________________________
 GH0627  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 GH0627  DYNAMIC HEIGHT  -        369.53  (meters)     1212.4   (feet) COMP
 GH0627  MODELED GRAVITY -    979,752.8   (mgal)                       NAVD 88
 GH0627
 GH0627  VERT ORDER      -  * POSTED, SEE BELOW
 GH0627
 GH0627.The horizontal coordinates were scaled from a map and have
 GH0627.an estimated accuracy of +/- 6 seconds.
 GH0627
 GH0627.The orthometric height was determined by differential leveling
 GH0627.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0627
 GH0627.* This is a POSTED BENCH MARK height.
 GH0627
 GH0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0627.GEOID18 height accuracy estimate available here.
 GH0627
 GH0627.Click photographs - Photos may exist for this station.
 GH0627
 GH0627.The dynamic height is computed by dividing the NAVD 88
 GH0627.geopotential number by the normal gravity value computed on the
 GH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0627.degrees latitude (g = 980.6199 gals.).
 GH0627
 GH0627.The modeled gravity was interpolated from observed gravity values.
 GH0627
 GH0627;                    North         East    Units  Estimated Accuracy
 GH0627;SPC OK N     -   165,550.      613,590.      MT  (+/- 180 meters Scaled)
 GH0627
 GH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF031391(NAD 83)
 GH0627
 GH0627                          SUPERSEDED SURVEY CONTROL
 GH0627
 GH0627  NGVD 29 (04/22/92)  369.694  (m)         1212.90   (f) ADJUSTED    1 2
 GH0627
 GH0627.Superseded values are not recommended for survey control.
 GH0627
 GH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0627.See file dsdata.pdf to determine how the superseded data were derived.
 GH0627
 GH0627_MARKER: N = NAIL
 GH0627_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 GH0627_SP_SET: IN TOP OF POST
 GH0627_MARK LOGO: USGS
 GH0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0627
 GH0627  HISTORY     - Date     Condition        Report By
 GH0627  HISTORY     - 1928     MONUMENTED       USGS
 GH0627
 GH0627                          STATION DESCRIPTION
 GH0627
 GH0627'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0627'6.4 KM (4.00 MI) SSW FROM KREMLIN.
 GH0627'KREMLIN, 4.0 MILES SOUTHWEST OF, IN NORTHWEST 1/4 SECTION 9, T. 23 N.,
 GH0627'R. 6 W., ON SOUTH EDGE OF ROAD CROSSING IN TOP OF 6-INCH POST ON EAST
 GH0627'SIDE RAILROAD CATTLE GUARD, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0628 ***********************************************************************
 GH0628  DESIGNATION -  H 1 B
 GH0628  PID         -  GH0628
 GH0628  STATE/COUNTY-  OK/GARFIELD
 GH0628  COUNTRY     -  US
 GH0628  USGS QUAD   -  ENID EAST (2018)
 GH0628
 GH0628                         *CURRENT SURVEY CONTROL
 GH0628  ______________________________________________________________________
 GH0628* NAD 83(1986) POSITION- 36 28 40.     (N) 097 50 54.     (W)   SCALED
 GH0628* NAVD 88 ORTHO HEIGHT -   384.461 (meters)     1261.35  (feet) POSTED
 GH0628  ______________________________________________________________________
 GH0628  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 GH0628  DYNAMIC HEIGHT  -        384.13  (meters)     1260.3   (feet) COMP
 GH0628  MODELED GRAVITY -    979,751.0   (mgal)                       NAVD 88
 GH0628
 GH0628  VERT ORDER      -  * POSTED, SEE BELOW
 GH0628
 GH0628.The horizontal coordinates were scaled from a map and have
 GH0628.an estimated accuracy of +/- 6 seconds.
 GH0628
 GH0628.The orthometric height was determined by differential leveling
 GH0628.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0628
 GH0628.* This is a POSTED BENCH MARK height.
 GH0628
 GH0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0628.GEOID18 height accuracy estimate available here.
 GH0628
 GH0628.Click photographs - Photos may exist for this station.
 GH0628
 GH0628.The dynamic height is computed by dividing the NAVD 88
 GH0628.geopotential number by the normal gravity value computed on the
 GH0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0628.degrees latitude (g = 980.6199 gals.).
 GH0628
 GH0628.The modeled gravity was interpolated from observed gravity values.
 GH0628
 GH0628;                    North         East    Units  Estimated Accuracy
 GH0628;SPC OK N     -   163,980.      613,590.      MT  (+/- 180 meters Scaled)
 GH0628
 GH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF031375(NAD 83)
 GH0628
 GH0628                          SUPERSEDED SURVEY CONTROL
 GH0628
 GH0628  NGVD 29 (04/22/92)  384.307  (m)         1260.85   (f) ADJUSTED    1 2
 GH0628
 GH0628.Superseded values are not recommended for survey control.
 GH0628
 GH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0628.See file dsdata.pdf to determine how the superseded data were derived.
 GH0628
 GH0628_MARKER: N = NAIL
 GH0628_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 GH0628_SP_SET: IN ROOT OF TREE
 GH0628_MARK LOGO: USGS
 GH0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0628
 GH0628  HISTORY     - Date     Condition        Report By
 GH0628  HISTORY     - 1928     MONUMENTED       USGS
 GH0628
 GH0628                          STATION DESCRIPTION
 GH0628
 GH0628'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0628'8.2 KM (5.10 MI) SSW FROM KREMLIN.
 GH0628'KREMLIN, 5.1 MILES SOUTHWEST OF, NEAR SOUTHWEST CORNER, SECTION 9, T.
 GH0628'23 N., R. 6 W., 20 FEET NORTH OF CENTER OF ROAD AND 195 FEET WEST OF
 GH0628'CENTER OF C.R.I. RAILWAY TRACK, IN ROOT ON SOUTH SIDE OF 8-INCH
 GH0628'COTTONWOOD TREE, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0035 ***********************************************************************
 GJ0035  DESIGNATION -  H 10
 GJ0035  PID         -  GJ0035
 GJ0035  STATE/COUNTY-  OK/ALFALFA
 GJ0035  COUNTRY     -  US
 GJ0035  USGS QUAD   -  JET SE (2018)
 GJ0035
 GJ0035                         *CURRENT SURVEY CONTROL
 GJ0035  ______________________________________________________________________
 GJ0035* NAD 83(1986) POSITION- 36 30 42.     (N) 098 06 16.     (W)   SCALED
 GJ0035* NAVD 88 ORTHO HEIGHT -   412.227 (meters)     1352.45  (feet) ADJUSTED
 GJ0035  ______________________________________________________________________
 GJ0035  GEOID HEIGHT    -        -27.679 (meters)                     GEOID18
 GJ0035  DYNAMIC HEIGHT  -        411.867 (meters)     1351.27  (feet) COMP
 GJ0035  MODELED GRAVITY -    979,746.1   (mgal)                       NAVD 88
 GJ0035
 GJ0035  VERT ORDER      -  FIRST     CLASS II
 GJ0035
 GJ0035.The horizontal coordinates were scaled from a map and have
 GJ0035.an estimated accuracy of +/- 6 seconds.
 GJ0035
 GJ0035.The orthometric height was determined by differential leveling and
 GJ0035.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0035.in June 1991.
 GJ0035
 GJ0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0035.GEOID18 height accuracy estimate available here.
 GJ0035
 GJ0035.Click photographs - Photos may exist for this station.
 GJ0035
 GJ0035.The dynamic height is computed by dividing the NAVD 88
 GJ0035.geopotential number by the normal gravity value computed on the
 GJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0035.degrees latitude (g = 980.6199 gals.).
 GJ0035
 GJ0035.The modeled gravity was interpolated from observed gravity values.
 GJ0035
 GJ0035;                    North         East    Units  Estimated Accuracy
 GJ0035;SPC OK N     -   167,730.      590,640.      MT  (+/- 180 meters Scaled)
 GJ0035
 GJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF801410(NAD 83)
 GJ0035
 GJ0035                          SUPERSEDED SURVEY CONTROL
 GJ0035
 GJ0035  NGVD 29 (04/22/92)  412.083  (m)         1351.98   (f) ADJUSTED    1 2
 GJ0035
 GJ0035.Superseded values are not recommended for survey control.
 GJ0035
 GJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0035.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0035
 GJ0035_MARKER: DB = BENCH MARK DISK
 GJ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0035_STAMPING: H 10 1928
 GJ0035_MARK LOGO: USGS
 GJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0035+STABILITY: SURFACE MOTION
 GJ0035
 GJ0035  HISTORY     - Date     Condition        Report By
 GJ0035  HISTORY     - 1928     MONUMENTED       USGS
 GJ0035  HISTORY     - 1934     GOOD             CGS
 GJ0035  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0035
 GJ0035                          STATION DESCRIPTION
 GJ0035
 GJ0035'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0035'3.2 MI SE FROM GOLTRY.
 GJ0035'ABOUT 3.2 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0035'FROM GOLTRY, ALFALFA COUNTY, IN THE SE 1/4 SEC. 36, T. 24 N.,
 GJ0035'R. 9 W., 47 FEET WEST OF A BOUNDARY ROAD BETWEEN ALFALFA AND
 GJ0035'GARGIELD COUNTIES, 6 FEET SOUTHWEST OF A THREE-WAY FENCE, AND NEAR
 GJ0035'A POLE MARKED U.S. 1352 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GJ0035'STANDARD DISK, STAMPED H 10 1928 AND SET IN THE TOP OF A CONCRETE
 GJ0035'POST.
 GJ0035
 GJ0035                          STATION RECOVERY (1934)
 GJ0035
 GJ0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0035'RECOVERED IN GOOD CONDITION.
 GJ0035
 GJ0035                          STATION RECOVERY (1944)
 GJ0035
 GJ0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0507 ***********************************************************************
 FJ0507  DESIGNATION -  H 10
 FJ0507  PID         -  FJ0507
 FJ0507  STATE/COUNTY-  OK/OKLAHOMA
 FJ0507  COUNTRY     -  US
 FJ0507  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0507
 FJ0507                         *CURRENT SURVEY CONTROL
 FJ0507  ______________________________________________________________________
 FJ0507* NAD 83(1986) POSITION- 35 29 27.73   (N) 097 30 12.23   (W)   HD_HELD1
 FJ0507* NAVD 88 ORTHO HEIGHT -   378.781 (meters)     1242.72  (feet) ADJUSTED
 FJ0507  ______________________________________________________________________
 FJ0507  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 FJ0507  DYNAMIC HEIGHT  -        378.421 (meters)     1241.54  (feet) COMP
 FJ0507  MODELED GRAVITY -    979,670.8   (mgal)                       NAVD 88
 FJ0507
 FJ0507  VERT ORDER      -  FIRST     CLASS II
 FJ0507
 FJ0507.The horizontal coordinates were determined by differentially corrected
 FJ0507.hand held GPS observations or other comparable positioning techniques
 FJ0507.and have an estimated accuracy of +/- 3 meters.
 FJ0507
 FJ0507.The orthometric height was determined by differential leveling and
 FJ0507.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0507.in August 1994.
 FJ0507
 FJ0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0507.GEOID18 height accuracy estimate available here.
 FJ0507
 FJ0507.Click photographs - Photos may exist for this station.
 FJ0507
 FJ0507.The dynamic height is computed by dividing the NAVD 88
 FJ0507.geopotential number by the normal gravity value computed on the
 FJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0507.degrees latitude (g = 980.6199 gals.).
 FJ0507
 FJ0507.The modeled gravity was interpolated from observed gravity values.
 FJ0507
 FJ0507;                    North         East    Units  Estimated Accuracy
 FJ0507;SPC OK N     -    54,597.5     645,061.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0507
 FJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3575128528(NAD 83)
 FJ0507
 FJ0507                          SUPERSEDED SURVEY CONTROL
 FJ0507
 FJ0507  NAVD 88 (06/15/91)  378.856  (m)         1242.96   (f) SUPERSEDED  1 2
 FJ0507  NGVD 29 (??/??/92)  378.720  (m)         1242.52   (f) ADJ UNCH    1 2
 FJ0507
 FJ0507.Superseded values are not recommended for survey control.
 FJ0507
 FJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0507.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0507
 FJ0507_MARKER: DB = BENCH MARK DISK
 FJ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0507_STAMPING: 1242.517 H 10 1933
 FJ0507_MARK LOGO: CGS
 FJ0507_PROJECTION: FLUSH
 FJ0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0507+STABILITY: SURFACE MOTION
 FJ0507
 FJ0507  HISTORY     - Date     Condition        Report By
 FJ0507  HISTORY     - 1933     MONUMENTED       CGS
 FJ0507  HISTORY     - 1960     GOOD             CGS
 FJ0507  HISTORY     - 1984     GOOD             NGS
 FJ0507  HISTORY     - 19950807 GOOD             OKDOT
 FJ0507
 FJ0507                          STATION DESCRIPTION
 FJ0507
 FJ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0507'AT OKLAHOMA CITY.
 FJ0507'AT OKLAHOMA CITY, OKLAHOMA COUNTY, IN FRONT OF THE STATE CAPITOL,
 FJ0507'DIRECTLY SOUTH OF THE MAIN SOUTH ENTRANCE, IN THE PARK, AND
 FJ0507'4 FEET SOUTH OF THE SOUTH CURB OF THE STREET.  A STANDARRD DISK,
 FJ0507'STAMPED 1242.517 H 10 1933 AND SET IN THE TOP OF A CONCRETE
 FJ0507'POST.
 FJ0507
 FJ0507                          STATION RECOVERY (1960)
 FJ0507
 FJ0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FJ0507'RECOVERED IN GOOD CONDITION.
 FJ0507
 FJ0507                          STATION RECOVERY (1984)
 FJ0507
 FJ0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0507'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO ON THIS SURVEY.  NOTE,
 FJ0507'DELETE 4 FEET SOUTH OF THE SOUTH CURB OF THE STREET, ADD 3.04 METERS
 FJ0507'(10.0 FT) NORTHWEST OF THE NORTHWEST OF A FOUR-LEG TOWER AND INSIDE OF
 FJ0507'A SECURITY FENCE, ADD 0.6 METER (2.0 FT) SOUTH OF THE SOUTH EDGE OF A
 FJ0507'CONCRETE SIDEWALK.
 FJ0507
 FJ0507                          STATION RECOVERY (1995)
 FJ0507
 FJ0507'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FJ0507'1984 RECOVERY DESCRIPTION GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0432 ***********************************************************************
 GJ0432  DESIGNATION -  H 10 N
 GJ0432  PID         -  GJ0432
 GJ0432  STATE/COUNTY-  OK/ALFALFA
 GJ0432  COUNTRY     -  US
 GJ0432  USGS QUAD   -  JET SE (2018)
 GJ0432
 GJ0432                         *CURRENT SURVEY CONTROL
 GJ0432  ______________________________________________________________________
 GJ0432* NAD 83(1986) POSITION- 36 31 08.     (N) 098 07 18.     (W)   SCALED
 GJ0432* NAVD 88 ORTHO HEIGHT -   412.805 (meters)     1354.34  (feet) ADJUSTED
 GJ0432  ______________________________________________________________________
 GJ0432  GEOID HEIGHT    -        -27.683 (meters)                     GEOID18
 GJ0432  DYNAMIC HEIGHT  -        412.445 (meters)     1353.16  (feet) COMP
 GJ0432  MODELED GRAVITY -    979,746.8   (mgal)                       NAVD 88
 GJ0432
 GJ0432  VERT ORDER      -  FIRST     CLASS II
 GJ0432
 GJ0432.The horizontal coordinates were scaled from a map and have
 GJ0432.an estimated accuracy of +/- 6 seconds.
 GJ0432
 GJ0432.The orthometric height was determined by differential leveling and
 GJ0432.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0432.in June 1991.
 GJ0432
 GJ0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0432.GEOID18 height accuracy estimate available here.
 GJ0432
 GJ0432.Click photographs - Photos may exist for this station.
 GJ0432
 GJ0432.The dynamic height is computed by dividing the NAVD 88
 GJ0432.geopotential number by the normal gravity value computed on the
 GJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0432.degrees latitude (g = 980.6199 gals.).
 GJ0432
 GJ0432.The modeled gravity was interpolated from observed gravity values.
 GJ0432
 GJ0432;                    North         East    Units  Estimated Accuracy
 GJ0432;SPC OK N     -   168,530.      589,100.      MT  (+/- 180 meters Scaled)
 GJ0432
 GJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF786418(NAD 83)
 GJ0432
 GJ0432                          SUPERSEDED SURVEY CONTROL
 GJ0432
 GJ0432  NGVD 29 (04/22/92)  412.660  (m)         1353.87   (f) ADJUSTED    1 2
 GJ0432
 GJ0432.Superseded values are not recommended for survey control.
 GJ0432
 GJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0432.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0432
 GJ0432_MARKER: X = CHISELED CROSS
 GJ0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0432_SP_SET: TOP OF SECTION OF RAIL
 GJ0432_MARK LOGO: NONE
 GJ0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0432
 GJ0432  HISTORY     - Date     Condition        Report By
 GJ0432  HISTORY     - 1928     MONUMENTED       USGS
 GJ0432
 GJ0432                          STATION DESCRIPTION
 GJ0432
 GJ0432'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0432'3.2 KM (2.00 MI) SE FROM GOLTRY.
 GJ0432'GOLTRY, 2.05 MILES SOUTHEAST OF, NORTHWEST 1/4 SECTION 36, T. 24 N.,
 GJ0432'R. 9 W., 46 FEET SOUTH OF TRACK, AND 118 FEET EAST OF ROAD, 2 FEET
 GJ0432'NORTH OF FENCE LINE, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0433 ***********************************************************************
 GJ0433  DESIGNATION -  H 10 O
 GJ0433  PID         -  GJ0433
 GJ0433  STATE/COUNTY-  OK/ALFALFA
 GJ0433  COUNTRY     -  US
 GJ0433  USGS QUAD   -  GOLTRY (2018)
 GJ0433
 GJ0433                         *CURRENT SURVEY CONTROL
 GJ0433  ______________________________________________________________________
 GJ0433* NAD 83(1986) POSITION- 36 31 34.     (N) 098 08 22.     (W)   SCALED
 GJ0433* NAVD 88 ORTHO HEIGHT -   415.750 (meters)     1364.01  (feet) ADJUSTED
 GJ0433  ______________________________________________________________________
 GJ0433  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 GJ0433  DYNAMIC HEIGHT  -        415.387 (meters)     1362.82  (feet) COMP
 GJ0433  MODELED GRAVITY -    979,747.3   (mgal)                       NAVD 88
 GJ0433
 GJ0433  VERT ORDER      -  FIRST     CLASS II
 GJ0433
 GJ0433.The horizontal coordinates were scaled from a map and have
 GJ0433.an estimated accuracy of +/- 6 seconds.
 GJ0433
 GJ0433.The orthometric height was determined by differential leveling and
 GJ0433.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0433.in June 1991.
 GJ0433
 GJ0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0433.GEOID18 height accuracy estimate available here.
 GJ0433
 GJ0433.Click photographs - Photos may exist for this station.
 GJ0433
 GJ0433.The dynamic height is computed by dividing the NAVD 88
 GJ0433.geopotential number by the normal gravity value computed on the
 GJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0433.degrees latitude (g = 980.6199 gals.).
 GJ0433
 GJ0433.The modeled gravity was interpolated from observed gravity values.
 GJ0433
 GJ0433;                    North         East    Units  Estimated Accuracy
 GJ0433;SPC OK N     -   169,340.      587,510.      MT  (+/- 180 meters Scaled)
 GJ0433
 GJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF770426(NAD 83)
 GJ0433
 GJ0433                          SUPERSEDED SURVEY CONTROL
 GJ0433
 GJ0433  NGVD 29 (04/22/92)  415.604  (m)         1363.53   (f) ADJUSTED    1 2
 GJ0433
 GJ0433.Superseded values are not recommended for survey control.
 GJ0433
 GJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0433.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0433
 GJ0433_MARKER: Q = CHISELED SQUARE
 GJ0433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0433_SP_SET: CONCRETE HEADWALL
 GJ0433_MARK LOGO: NONE
 GJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0433+STABILITY: SURFACE MOTION
 GJ0433
 GJ0433  HISTORY     - Date     Condition        Report By
 GJ0433  HISTORY     - 1928     MONUMENTED       USGS
 GJ0433
 GJ0433                          STATION DESCRIPTION
 GJ0433
 GJ0433'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0433'1.4 KM (0.90 MI) SE FROM GOLTRY.
 GJ0433'GOLTRY, 0.91 MILES SOUTHEAST OF, NEAR NORTHWEST CORNER SECTION 35, T.
 GJ0433'24 N., R. 9 W., 12 FEET SOUTH OF TRACK, 50 FEET EAST OF ROAD, IN
 GJ0433'CENTER OF TOP FACE NEAR WEST END OF CONCRETE CULVERT UNDER RAILROAD,
 GJ0433'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0577 ***********************************************************************
 EK0577  DESIGNATION -  H 100
 EK0577  PID         -  EK0577
 EK0577  STATE/COUNTY-  OK/PUSHMATAHA
 EK0577  COUNTRY     -  US
 EK0577  USGS QUAD   -  ANTLERS EAST (2019)
 EK0577
 EK0577                         *CURRENT SURVEY CONTROL
 EK0577  ______________________________________________________________________
 EK0577* NAD 83(1986) POSITION- 34 12 01.     (N) 095 31 11.     (W)   SCALED
 EK0577* NAVD 88 ORTHO HEIGHT -   149.466 (meters)      490.37  (feet) ADJUSTED
 EK0577  ______________________________________________________________________
 EK0577  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 EK0577  DYNAMIC HEIGHT  -        149.303 (meters)      489.84  (feet) COMP
 EK0577  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 EK0577
 EK0577  VERT ORDER      -  SECOND    CLASS 0
 EK0577
 EK0577.The horizontal coordinates were scaled from a map and have
 EK0577.an estimated accuracy of +/- 6 seconds.
 EK0577
 EK0577.The orthometric height was determined by differential leveling and
 EK0577.adjusted by the NATIONAL GEODETIC SURVEY
 EK0577.in June 1991.
 EK0577
 EK0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0577.GEOID18 height accuracy estimate available here.
 EK0577
 EK0577.Click photographs - Photos may exist for this station.
 EK0577
 EK0577.The dynamic height is computed by dividing the NAVD 88
 EK0577.geopotential number by the normal gravity value computed on the
 EK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0577.degrees latitude (g = 980.6199 gals.).
 EK0577
 EK0577.The modeled gravity was interpolated from observed gravity values.
 EK0577
 EK0577;                    North         East    Units  Estimated Accuracy
 EK0577;SPC OK S     -    98,970.      828,570.      MT  (+/- 180 meters Scaled)
 EK0577
 EK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT678872(NAD 83)
 EK0577
 EK0577                          SUPERSEDED SURVEY CONTROL
 EK0577
 EK0577  NGVD 29 (??/??/92)  149.384  (m)          490.10   (f) ADJ UNCH    2 0
 EK0577
 EK0577.Superseded values are not recommended for survey control.
 EK0577
 EK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0577.See file dsdata.pdf to determine how the superseded data were derived.
 EK0577
 EK0577_MARKER: DB = BENCH MARK DISK
 EK0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0577_STAMPING: H 100 1960
 EK0577_MARK LOGO: CGS
 EK0577_PROJECTION: PROJECTING 15 CENTIMETERS
 EK0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0577+STABILITY: SURFACE MOTION
 EK0577
 EK0577  HISTORY     - Date     Condition        Report By
 EK0577  HISTORY     - 1960     MONUMENTED       CGS
 EK0577
 EK0577                          STATION DESCRIPTION
 EK0577
 EK0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0577'6.6 MI E FROM ANTLERS.
 EK0577'ABOUT 6.6 MILES EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE ST.
 EK0577'LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, AT THE
 EK0577'NORTHEAST CORNER OF THE DELA CEMETERY, IN SECTION 21, R17E,
 EK0577'T4S, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 EK0577'EAST OF THE CENTER LINE OF THE ENTRANCE TO THE CEMETERY, 22 FEET
 EK0577'WEST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE, 1.1 FEET
 EK0577'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 EK0577'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0478 ***********************************************************************
 EK0478  DESIGNATION -  H 101
 EK0478  PID         -  EK0478
 EK0478  STATE/COUNTY-  OK/PUSHMATAHA
 EK0478  COUNTRY     -  US
 EK0478  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0478
 EK0478                         *CURRENT SURVEY CONTROL
 EK0478  ______________________________________________________________________
 EK0478* NAD 83(1986) POSITION- 34 19 33.04   (N) 095 12 01.96   (W)   HD_HELD1
 EK0478* NAVD 88 ORTHO HEIGHT -   165.209 (meters)      542.02  (feet) ADJUSTED
 EK0478  ______________________________________________________________________
 EK0478  GEOID HEIGHT    -        -30.910 (meters)                     GEOID18
 EK0478  DYNAMIC HEIGHT  -        165.027 (meters)      541.43  (feet) COMP
 EK0478  MODELED GRAVITY -    979,534.8   (mgal)                       NAVD 88
 EK0478
 EK0478  VERT ORDER      -  SECOND    CLASS 0
 EK0478
 EK0478.The horizontal coordinates were determined by differentially corrected
 EK0478.hand held GPS observations or other comparable positioning techniques
 EK0478.and have an estimated accuracy of +/- 3 meters.
 EK0478
 EK0478.The orthometric height was determined by differential leveling and
 EK0478.adjusted by the NATIONAL GEODETIC SURVEY
 EK0478.in June 1991.
 EK0478
 EK0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0478.GEOID18 height accuracy estimate available here.
 EK0478
 EK0478.Click photographs - Photos may exist for this station.
 EK0478
 EK0478.The dynamic height is computed by dividing the NAVD 88
 EK0478.geopotential number by the normal gravity value computed on the
 EK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0478.degrees latitude (g = 980.6199 gals.).
 EK0478
 EK0478.The modeled gravity was interpolated from observed gravity values.
 EK0478
 EK0478;                    North         East    Units  Estimated Accuracy
 EK0478;SPC OK S     -   113,664.6     857,588.5     MT  (+/- 3 meters HH1 GPS) 
 EK0478
 EK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9754500478(NAD 83)
 EK0478
 EK0478                          SUPERSEDED SURVEY CONTROL
 EK0478
 EK0478  NGVD 29 (??/??/92)  165.135  (m)          541.78   (f) ADJ UNCH    2 0
 EK0478
 EK0478.Superseded values are not recommended for survey control.
 EK0478
 EK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0478.See file dsdata.pdf to determine how the superseded data were derived.
 EK0478
 EK0478_MARKER: DB = BENCH MARK DISK
 EK0478_SETTING: 66 = SET IN ROCK OUTCROP
 EK0478_STAMPING: H 101 1960
 EK0478_MARK LOGO: CGS
 EK0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0478+STABILITY: POSITION/ELEVATION WELL
 EK0478
 EK0478  HISTORY     - Date     Condition        Report By
 EK0478  HISTORY     - 1960     MONUMENTED       CGS
 EK0478
 EK0478                          STATION DESCRIPTION
 EK0478
 EK0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0478'5 MI NE FROM CLOUDY.
 EK0478'ABOUT 5.05 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0478'OFFICE AT CLOUDY, 110 YARDS WEST OF THE WEST END OF THE BRIDGE
 EK0478'OVER LITTLE RIVER, IN SECTION 3, R 20 E, T 3 S, SET IN THE TOP
 EK0478'OF A LARGE ROCK OUTCROP, 70 FEET NORTH OF THE CENTER LINE OF
 EK0478'THE ROAD, AND ABOUT 5 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0270 ***********************************************************************
 GK0270  DESIGNATION -  H 103
 GK0270  PID         -  GK0270
 GK0270  STATE/COUNTY-  OK/TEXAS
 GK0270  COUNTRY     -  US
 GK0270  USGS QUAD   -  GUYMON (2018)
 GK0270
 GK0270                         *CURRENT SURVEY CONTROL
 GK0270  ______________________________________________________________________
 GK0270* NAD 83(1986) POSITION- 36 39 35.     (N) 101 24 08.     (W)   SCALED
 GK0270* NAVD 88 ORTHO HEIGHT -   934.175 (meters)     3064.87  (feet) ADJUSTED
 GK0270  ______________________________________________________________________
 GK0270  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 GK0270  DYNAMIC HEIGHT  -        933.209 (meters)     3061.70  (feet) COMP
 GK0270  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 GK0270
 GK0270  VERT ORDER      -  SECOND    CLASS 0
 GK0270
 GK0270.The horizontal coordinates were scaled from a map and have
 GK0270.an estimated accuracy of +/- 6 seconds.
 GK0270
 GK0270.The orthometric height was determined by differential leveling and
 GK0270.adjusted by the NATIONAL GEODETIC SURVEY
 GK0270.in June 1991.
 GK0270
 GK0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0270.GEOID18 height accuracy estimate available here.
 GK0270
 GK0270.Click photographs - Photos may exist for this station.
 GK0270
 GK0270.The dynamic height is computed by dividing the NAVD 88
 GK0270.geopotential number by the normal gravity value computed on the
 GK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0270.degrees latitude (g = 980.6199 gals.).
 GK0270
 GK0270.The modeled gravity was interpolated from observed gravity values.
 GK0270
 GK0270;                    North         East    Units  Estimated Accuracy
 GK0270;SPC OK N     -   189,490.      295,890.      MT  (+/- 180 meters Scaled)
 GK0270
 GK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF852598(NAD 83)
 GK0270
 GK0270                          SUPERSEDED SURVEY CONTROL
 GK0270
 GK0270  NGVD 29 (??/??/92)  933.739  (m)         3063.44   (f) ADJ UNCH    2 0
 GK0270
 GK0270.Superseded values are not recommended for survey control.
 GK0270
 GK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0270.See file dsdata.pdf to determine how the superseded data were derived.
 GK0270
 GK0270_MARKER: DB = BENCH MARK DISK
 GK0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0270_STAMPING: H 103 1934
 GK0270_MARK LOGO: CGS
 GK0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0270+STABILITY: SURFACE MOTION
 GK0270
 GK0270  HISTORY     - Date     Condition        Report By
 GK0270  HISTORY     - 1934     MONUMENTED       CGS
 GK0270  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0270
 GK0270                          STATION DESCRIPTION
 GK0270
 GK0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0270'5.7 MI SE FROM GUYMON.
 GK0270'5.7 MILES SOUTHEAST OF TEXAS CO. COURTHOUSE.  42 FEET EAST OF CENTER
 GK0270'LINE OF ROAD FROM HITCHLAND TO GUYMON.  29 FEET SOUTH OF CENTER LINE
 GK0270'OF SECTION LINE ROAD.
 GK0270
 GK0270                          STATION RECOVERY (1965)
 GK0270
 GK0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0348 ***********************************************************************
 GJ0348  DESIGNATION -  H 104
 GJ0348  PID         -  GJ0348
 GJ0348  STATE/COUNTY-  OK/ELLIS
 GJ0348  COUNTRY     -  US
 GJ0348  USGS QUAD   -  ARNETT (2018)
 GJ0348
 GJ0348                         *CURRENT SURVEY CONTROL
 GJ0348  ______________________________________________________________________
 GJ0348* NAD 83(1986) POSITION- 36 08 13.     (N) 099 47 30.     (W)   SCALED
 GJ0348* NAVD 88 ORTHO HEIGHT -   732.944 (meters)     2404.67  (feet) ADJUSTED
 GJ0348  ______________________________________________________________________
 GJ0348  GEOID HEIGHT    -        -28.363 (meters)                     GEOID18
 GJ0348  DYNAMIC HEIGHT  -        732.191 (meters)     2402.20  (feet) COMP
 GJ0348  MODELED GRAVITY -    979,581.4   (mgal)                       NAVD 88
 GJ0348
 GJ0348  VERT ORDER      -  SECOND    CLASS 0
 GJ0348
 GJ0348.The horizontal coordinates were scaled from a map and have
 GJ0348.an estimated accuracy of +/- 6 seconds.
 GJ0348
 GJ0348.The orthometric height was determined by differential leveling and
 GJ0348.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0348.in June 1991.
 GJ0348
 GJ0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0348.GEOID18 height accuracy estimate available here.
 GJ0348
 GJ0348.Click photographs - Photos may exist for this station.
 GJ0348
 GJ0348.The dynamic height is computed by dividing the NAVD 88
 GJ0348.geopotential number by the normal gravity value computed on the
 GJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0348.degrees latitude (g = 980.6199 gals.).
 GJ0348
 GJ0348.The modeled gravity was interpolated from observed gravity values.
 GJ0348
 GJ0348;                    North         East    Units  Estimated Accuracy
 GJ0348;SPC OK N     -   127,640.      438,750.      MT  (+/- 180 meters Scaled)
 GJ0348
 GJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME287994(NAD 83)
 GJ0348
 GJ0348                          SUPERSEDED SURVEY CONTROL
 GJ0348
 GJ0348  NGVD 29 (??/??/92)  732.635  (m)         2403.65   (f) ADJ UNCH    2 0
 GJ0348
 GJ0348.Superseded values are not recommended for survey control.
 GJ0348
 GJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0348.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0348
 GJ0348_MARKER: DB = BENCH MARK DISK
 GJ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0348_STAMPING: H 104 1934
 GJ0348_MARK LOGO: CGS
 GJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0348+STABILITY: SURFACE MOTION
 GJ0348
 GJ0348  HISTORY     - Date     Condition        Report By
 GJ0348  HISTORY     - 1934     MONUMENTED       CGS
 GJ0348  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0348
 GJ0348                          STATION DESCRIPTION
 GJ0348
 GJ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0348'1.3 MI W FROM ARNETT.
 GJ0348'1.3 MILES WEST OF ELLIS CO., COURTHOUSE AT ARNETT 235 FEET
 GJ0348'SOUTHEAST OF 20 FOOT CONCRETE CULVERT UNDER HIGHWAY.  72 FEET
 GJ0348'EAST OF WHERE SECTION LINE ROAD MAKE A BEND ALONG BANK OF CREEK
 GJ0348'AND ONTO HIGHWAY.  48 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 283
 GJ0348'AND 60.
 GJ0348
 GJ0348                          STATION RECOVERY (1970)
 GJ0348
 GJ0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0478 ***********************************************************************
 FK0478  DESIGNATION -  H 105
 FK0478  PID         -  FK0478
 FK0478  STATE/COUNTY-  OK/ROGER MILLS
 FK0478  COUNTRY     -  US
 FK0478  USGS QUAD   -  CHEYENNE (2018)
 FK0478
 FK0478                         *CURRENT SURVEY CONTROL
 FK0478  ______________________________________________________________________
 FK0478* NAD 83(1986) POSITION- 35 32 40.     (N) 099 40 21.     (W)   SCALED
 FK0478* NAVD 88 ORTHO HEIGHT -   688.276 (meters)     2258.12  (feet) ADJUSTED
 FK0478  ______________________________________________________________________
 FK0478  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 FK0478  DYNAMIC HEIGHT  -        687.556 (meters)     2255.76  (feet) COMP
 FK0478  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 FK0478
 FK0478  VERT ORDER      -  SECOND    CLASS 0
 FK0478
 FK0478.The horizontal coordinates were scaled from a map and have
 FK0478.an estimated accuracy of +/- 6 seconds.
 FK0478
 FK0478.The orthometric height was determined by differential leveling and
 FK0478.adjusted by the NATIONAL GEODETIC SURVEY
 FK0478.in June 1991.
 FK0478
 FK0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0478.GEOID18 height accuracy estimate available here.
 FK0478
 FK0478.Click photographs - Photos may exist for this station.
 FK0478
 FK0478.The dynamic height is computed by dividing the NAVD 88
 FK0478.geopotential number by the normal gravity value computed on the
 FK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0478.degrees latitude (g = 980.6199 gals.).
 FK0478
 FK0478.The modeled gravity was interpolated from observed gravity values.
 FK0478
 FK0478;                    North         East    Units  Estimated Accuracy
 FK0478;SPC OK N     -    61,710.      448,350.      MT  (+/- 180 meters Scaled)
 FK0478
 FK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME390336(NAD 83)
 FK0478
 FK0478                          SUPERSEDED SURVEY CONTROL
 FK0478
 FK0478  NGVD 29 (??/??/92)  688.000  (m)         2257.21   (f) ADJ UNCH    2 0
 FK0478
 FK0478.Superseded values are not recommended for survey control.
 FK0478
 FK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0478.See file dsdata.pdf to determine how the superseded data were derived.
 FK0478
 FK0478_MARKER: DB = BENCH MARK DISK
 FK0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0478_STAMPING: H 105 1934
 FK0478_MARK LOGO: CGS
 FK0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0478+STABILITY: SURFACE MOTION
 FK0478
 FK0478  HISTORY     - Date     Condition        Report By
 FK0478  HISTORY     - 1934     MONUMENTED       CGS
 FK0478  HISTORY     - 1958     MARK NOT FOUND   USGS
 FK0478
 FK0478                          STATION DESCRIPTION
 FK0478
 FK0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0478'5.1 MI S FROM CHEYENNE.
 FK0478'5.1 MILES SOUTH OF P. AND SF. RR. STATION AT CHEYENNE 45 FEET
 FK0478'EAST OF CENTER LINE OF U.S. HIGHWAY 283, ON OPPOSITE SIDE OF
 FK0478'ROAD DRIVE-WAY AT NORTH END OF FIELD.
 FK0478
 FK0478                          STATION RECOVERY (1958)
 FK0478
 FK0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0366 ***********************************************************************
 GJ0366  DESIGNATION -  H 106
 GJ0366  PID         -  GJ0366
 GJ0366  STATE/COUNTY-  OK/HARPER
 GJ0366  COUNTRY     -  US
 GJ0366  USGS QUAD   -  MAY EAST (2018)
 GJ0366
 GJ0366                         *CURRENT SURVEY CONTROL
 GJ0366  ______________________________________________________________________
 GJ0366* NAD 83(1986) POSITION- 36 35 39.     (N) 099 38 17.     (W)   SCALED
 GJ0366* NAVD 88 ORTHO HEIGHT -   609.912 (meters)     2001.02  (feet) ADJUSTED
 GJ0366  ______________________________________________________________________
 GJ0366  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 GJ0366  DYNAMIC HEIGHT  -        609.324 (meters)     1999.09  (feet) COMP
 GJ0366  MODELED GRAVITY -    979,648.1   (mgal)                       NAVD 88
 GJ0366
 GJ0366  VERT ORDER      -  SECOND    CLASS 0
 GJ0366
 GJ0366.The horizontal coordinates were scaled from a map and have
 GJ0366.an estimated accuracy of +/- 6 seconds.
 GJ0366
 GJ0366.The orthometric height was determined by differential leveling and
 GJ0366.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0366.in June 1991.
 GJ0366
 GJ0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0366.GEOID18 height accuracy estimate available here.
 GJ0366
 GJ0366.Click photographs - Photos may exist for this station.
 GJ0366
 GJ0366.The dynamic height is computed by dividing the NAVD 88
 GJ0366.geopotential number by the normal gravity value computed on the
 GJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0366.degrees latitude (g = 980.6199 gals.).
 GJ0366
 GJ0366.The modeled gravity was interpolated from observed gravity values.
 GJ0366
 GJ0366;                    North         East    Units  Estimated Accuracy
 GJ0366;SPC OK N     -   178,120.      453,430.      MT  (+/- 180 meters Scaled)
 GJ0366
 GJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF429500(NAD 83)
 GJ0366
 GJ0366                          SUPERSEDED SURVEY CONTROL
 GJ0366
 GJ0366  NGVD 29 (??/??/92)  609.636  (m)         2000.11   (f) ADJ UNCH    2 0
 GJ0366
 GJ0366.Superseded values are not recommended for survey control.
 GJ0366
 GJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0366.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0366
 GJ0366_MARKER: DB = BENCH MARK DISK
 GJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0366_STAMPING: H 106 1934
 GJ0366_MARK LOGO: CGS
 GJ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0366+STABILITY: SURFACE MOTION
 GJ0366
 GJ0366  HISTORY     - Date     Condition        Report By
 GJ0366  HISTORY     - 1934     MONUMENTED       CGS
 GJ0366  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GJ0366
 GJ0366                          STATION DESCRIPTION
 GJ0366
 GJ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0366'1.9 MI SE FROM DUNLAP.
 GJ0366'200 FEET NORTHWEST OF SECTION LINE ROAD, 90 FEET SOUTH OF MILEPOST
 GJ0366'239, 45 FEET SOUTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GJ0366'RAILROAD TRACK.
 GJ0366
 GJ0366                          STATION RECOVERY (2009)
 GJ0366
 GJ0366'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0008 ***********************************************************************
 GK0008  FBN         -  This is a Federal Base Network Control Station.
 GK0008  DESIGNATION -  H 107
 GK0008  PID         -  GK0008
 GK0008  STATE/COUNTY-  OK/BEAVER
 GK0008  COUNTRY     -  US
 GK0008  USGS QUAD   -  MOCANE (2018)
 GK0008
 GK0008                         *CURRENT SURVEY CONTROL
 GK0008  ______________________________________________________________________
 GK0008* NAD 83(2011) POSITION- 36 53 06.64679(N) 100 16 40.75590(W)   ADJUSTED
 GK0008* NAD 83(2011) ELLIP HT-   761.663 (meters)        (06/27/12)   ADJUSTED
 GK0008* NAD 83(2011) EPOCH   -  2010.00
 GK0008* NAVD 88 ORTHO HEIGHT -   789.010 (meters)     2588.61  (feet) ADJUSTED
 GK0008  ______________________________________________________________________
 GK0008  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 GK0008  NAD 83(2011) X  -   -911,437.359 (meters)                     COMP
 GK0008  NAD 83(2011) Y  - -5,026,291.777 (meters)                     COMP
 GK0008  NAD 83(2011) Z  -  3,807,666.137 (meters)                     COMP
 GK0008  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 GK0008  DYNAMIC HEIGHT  -        788.256 (meters)     2586.14  (feet) COMP
 GK0008  MODELED GRAVITY -    979,649.1   (mgal)                       NAVD 88
 GK0008
 GK0008  VERT ORDER      -  SECOND    CLASS 0
 GK0008
 GK0008  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GK0008  Standards:
 GK0008         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GK0008            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GK0008  -------------------------------------------------------------------
 GK0008  NETWORK    0.58   1.16           0.24   0.23   0.59      0.00770379
 GK0008  -------------------------------------------------------------------
 GK0008  Click here for local accuracies and other accuracy information.
 GK0008
 GK0008.The horizontal coordinates were established by GPS observations
 GK0008.and adjusted by the National Geodetic Survey in June 2012.
 GK0008
 GK0008.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GK0008.been affixed to the stable North American tectonic plate. See 
 GK0008.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GK0008
 GK0008.The horizontal coordinates are valid at the epoch date displayed above
 GK0008.which is a decimal equivalence of Year/Month/Day.
 GK0008
 GK0008.The orthometric height was determined by differential leveling and
 GK0008.adjusted by the NATIONAL GEODETIC SURVEY
 GK0008.in June 1991.
 GK0008
 GK0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0008.GEOID18 height accuracy estimate available here.
 GK0008
 GK0008.Click photographs - Photos may exist for this station.
 GK0008
 GK0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0008
 GK0008.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0008
 GK0008.The ellipsoidal height was determined by GPS observations
 GK0008.and is referenced to NAD 83.
 GK0008
 GK0008.The dynamic height is computed by dividing the NAVD 88
 GK0008.geopotential number by the normal gravity value computed on the
 GK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0008.degrees latitude (g = 980.6199 gals.).
 GK0008
 GK0008.The modeled gravity was interpolated from observed gravity values.
 GK0008
 GK0008. The following values were computed from the NAD 83(2011) position.
 GK0008
 GK0008;                    North         East     Units Scale Factor Converg.
 GK0008;SPC OK N     -   211,557.573   396,941.824   MT  1.00002377   -1 20 39.7
 GK0008;SPC OK N     -   694,085.14  1,302,299.97   sFT  1.00002377   -1 20 39.7
 GK0008;UTM  14      - 4,082,897.501   386,116.260   MT  0.99975978   -0 46 01.7
 GK0008
 GK0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0008!SPC OK N     -   0.99988048  x   1.00002377  =   0.99990425
 GK0008!UTM  14      -   0.99988048  x   0.99975978  =   0.99964029
 GK0008
 GK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8611682897(NAD 83)
 GK0008
 GK0008                          SUPERSEDED SURVEY CONTROL
 GK0008
 GK0008  NAD 83(2007)-  36 53 06.64680(N)    100 16 40.75686(W) AD(2002.00) 0
 GK0008  ELLIP H (02/10/07)  761.684  (m)                       GP(2002.00)    
 GK0008  ELLIP H (06/09/00)  761.667  (m)                       GP(       ) 2 2
 GK0008  NAD 83(1993)-  36 53 06.64702(N)    100 16 40.75629(W) AD(       ) B
 GK0008  ELLIP H (05/09/94)  761.681  (m)                       GP(       ) 4 2
 GK0008  NAVD 88             789.01   (m)         2588.6    (f) LEVELING    3  
 GK0008  NGVD 29 (??/??/92)  788.674  (m)         2587.51   (f) ADJ UNCH    2 0
 GK0008
 GK0008.Superseded values are not recommended for survey control.
 GK0008
 GK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0008.See file dsdata.pdf to determine how the superseded data were derived.
 GK0008
 GK0008_MARKER: DB = BENCH MARK DISK
 GK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0008_STAMPING: H 107 1934
 GK0008_MARK LOGO: CGS
 GK0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0008+STABILITY: SURFACE MOTION
 GK0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0008+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 GK0008
 GK0008  HISTORY     - Date     Condition        Report By
 GK0008  HISTORY     - 1934     MONUMENTED       CGS
 GK0008  HISTORY     - 19930514 GOOD             NGS
 GK0008  HISTORY     - 19990813 GOOD             NGS
 GK0008  HISTORY     - 20000303 GOOD             TXDOT
 GK0008  HISTORY     - 20021025 GOOD             NGS
 GK0008
 GK0008                          STATION DESCRIPTION
 GK0008
 GK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0008'15.9 MI NW FROM GATE.
 GK0008'15.9 MILES NORTHWEST OF GATE M.K. AND T.RR. STATION 50 FEET NORTH OF
 GK0008'NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  45 FEET
 GK0008'NORTHWEST OF SIXTH POLE EAST OF MILE POLE 287.  45 FEET EAST OF CENTER
 GK0008'LINE OF SECTION LINE.
 GK0008
 GK0008                          STATION RECOVERY (1993)
 GK0008
 GK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GK0008'STATION IS LOCATED IN THE EASTERN PART OF THE PANHANDLE, ABOUT 23 KM
 GK0008'(14.30 MI) EAST OF FORGAN, 8 KM (4.95 MI) WEST OF KNOWLES, 0.8 KM
 GK0008'(0.50 MI) SOUTH OF US HIGHWAY 64, AT THE JUNCTION OF A DIRT SECTION
 GK0008'ROAD AND AN OLD RAILROAD BED, IN WEST CENTRAL SECTION 20, T 5 N, R 26
 GK0008'E. OWNERSHIP--GARY DIXON, ROUTE 1, BOX 80, KNOWLES, OK 73847.
 GK0008'NOTE--STATION MAY BE ON ROAD RIGHT-OF-WAY, UNABLE TO DETERMINE
 GK0008'PROPERTY LINE. G. DIXON HAS BEEN NOTIFIED OF SURVEY OCCUPATIONS.
 GK0008'TO REACH FROM THE JUNCTION OF US HIGHWAY 64 AND THE MAIN PAVED ROAD
 GK0008'LEADING TO KNOWLES (BETWEEN TWO METAL ELEVATORS), GO WEST ON HIGHWAY
 GK0008'64 FOR 4.15 KM (2.55 MI) TO THE CENTER ONE OF THREE GATES AT THE
 GK0008'KNOWLES CEMETERY.  CONTINUE AHEAD FOR 4.10 KM (2.55 MI) TO A DIRT
 GK0008'ROAD LEFT.  TURN LEFT, SOUTH, ON ROAD FOR 0.79 KM (0.50 MI) TO THE
 GK0008'STATION ON THE LEFT JUST BEFORE REACHING A ROAD RIGHT WITH CATTLE
 GK0008'GUARD.
 GK0008'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 GK0008'WITH THE GROUND IN LOW WEEDS ON THE SOUTHWEST BANK OF A CURVED DRAIN
 GK0008'DITCH.  IT IS 11.4 M (37.4 FT) EAST OF, AND LEVEL WITH THE ROAD
 GK0008'CENTER, 15.7 M (51.5 FT) NORTH OF THE OLD RAILROAD BED, 29.8 M
 GK0008'(97.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 37.7 M
 GK0008'(123.7 FT) SOUTHEAST OF A GUYED UTILITY POLE, 1.1 M (3.6 FT) SOUTH OF
 GK0008'A METAL WITNESS POST, 1.1 M (3.6 FT) NORTH OF A METAL WITNESS POST,
 GK0008'AND 1.1 M (3.6 FT) WEST OF A METAL WITNESS POST.
 GK0008
 GK0008                          STATION RECOVERY (1999)
 GK0008
 GK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GK0008'RECOVERED AS DESCRIBED.
 GK0008
 GK0008                          STATION RECOVERY (2000)
 GK0008
 GK0008'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 GK0008'GOOD CONDITION.
 GK0008
 GK0008                          STATION RECOVERY (2002)
 GK0008
 GK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GK0008'RECOVERED AS DESCRIBED.  NOTE--A 4-WHEEL DRIVE VEHICLE MAY BE
 GK0008'NECESSARY DURING WET
 GK0008'WEATHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0381 ***********************************************************************
 GJ0381  DESIGNATION -  H 108
 GJ0381  PID         -  GJ0381
 GJ0381  STATE/COUNTY-  OK/HARPER
 GJ0381  COUNTRY     -  US
 GJ0381  USGS QUAD   -  ROSSTON NW (2018)
 GJ0381
 GJ0381                         *CURRENT SURVEY CONTROL
 GJ0381  ______________________________________________________________________
 GJ0381* NAD 83(1986) POSITION- 36 53 57.     (N) 099 57 45.     (W)   SCALED
 GJ0381* NAVD 88 ORTHO HEIGHT -   665.589 (meters)     2183.69  (feet) ADJUSTED
 GJ0381  ______________________________________________________________________
 GJ0381  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 GJ0381  DYNAMIC HEIGHT  -        664.973 (meters)     2181.67  (feet) COMP
 GJ0381  MODELED GRAVITY -    979,684.0   (mgal)                       NAVD 88
 GJ0381
 GJ0381  VERT ORDER      -  SECOND    CLASS 0
 GJ0381
 GJ0381.The horizontal coordinates were scaled from a map and have
 GJ0381.an estimated accuracy of +/- 6 seconds.
 GJ0381
 GJ0381.The orthometric height was determined by differential leveling and
 GJ0381.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0381.in June 1991.
 GJ0381
 GJ0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0381.GEOID18 height accuracy estimate available here.
 GJ0381
 GJ0381.Click photographs - Photos may exist for this station.
 GJ0381
 GJ0381.The dynamic height is computed by dividing the NAVD 88
 GJ0381.geopotential number by the normal gravity value computed on the
 GJ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0381.degrees latitude (g = 980.6199 gals.).
 GJ0381
 GJ0381.The modeled gravity was interpolated from observed gravity values.
 GJ0381
 GJ0381;                    North         East    Units  Estimated Accuracy
 GJ0381;SPC OK N     -   212,500.      425,090.      MT  (+/- 180 meters Scaled)
 GJ0381
 GJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF142841(NAD 83)
 GJ0381
 GJ0381                          SUPERSEDED SURVEY CONTROL
 GJ0381
 GJ0381  NGVD 29 (??/??/92)  665.305  (m)         2182.75   (f) ADJ UNCH    2 0
 GJ0381
 GJ0381.Superseded values are not recommended for survey control.
 GJ0381
 GJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0381.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0381
 GJ0381_MARKER: DB = BENCH MARK DISK
 GJ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0381_STAMPING: H 108 1934
 GJ0381_MARK LOGO: CGS
 GJ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0381+STABILITY: SURFACE MOTION
 GJ0381
 GJ0381  HISTORY     - Date     Condition        Report By
 GJ0381  HISTORY     - 1934     MONUMENTED       CGS
 GJ0381
 GJ0381                          STATION DESCRIPTION
 GJ0381
 GJ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0381'7.5 MI NW FROM ROSSTON.
 GJ0381'0.1 MILE NORTHWEST OF YELLOW STUCO FARM HOUSE, 38 FEET WEST OF
 GJ0381'CENTER LINE OF HIGHWAY 283, 36 FEET SOUTH OF CENTER LINE OF
 GJ0381'SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0209 ***********************************************************************
 GJ0209  DESIGNATION -  H 109
 GJ0209  PID         -  GJ0209
 GJ0209  STATE/COUNTY-  OK/WOODS
 GJ0209  COUNTRY     -  US
 GJ0209  USGS QUAD   -  FAIRVALLEY (2018)
 GJ0209
 GJ0209                         *CURRENT SURVEY CONTROL
 GJ0209  ______________________________________________________________________
 GJ0209* NAD 83(1986) POSITION- 36 44 08.     (N) 099 01 28.     (W)   SCALED
 GJ0209* NAVD 88 ORTHO HEIGHT -   479.636 (meters)     1573.61  (feet) ADJUSTED
 GJ0209  ______________________________________________________________________
 GJ0209  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GJ0209  DYNAMIC HEIGHT  -        479.202 (meters)     1572.18  (feet) COMP
 GJ0209  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 GJ0209
 GJ0209  VERT ORDER      -  SECOND    CLASS 0
 GJ0209
 GJ0209.The horizontal coordinates were scaled from a map and have
 GJ0209.an estimated accuracy of +/- 6 seconds.
 GJ0209
 GJ0209.The orthometric height was determined by differential leveling and
 GJ0209.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0209.in June 1991.
 GJ0209
 GJ0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0209.GEOID18 height accuracy estimate available here.
 GJ0209
 GJ0209.Click photographs - Photos may exist for this station.
 GJ0209
 GJ0209.The dynamic height is computed by dividing the NAVD 88
 GJ0209.geopotential number by the normal gravity value computed on the
 GJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0209.degrees latitude (g = 980.6199 gals.).
 GJ0209
 GJ0209.The modeled gravity was interpolated from observed gravity values.
 GJ0209
 GJ0209;                    North         East    Units  Estimated Accuracy
 GJ0209;SPC OK N     -   193,050.      508,500.      MT  (+/- 180 meters Scaled)
 GJ0209
 GJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF978655(NAD 83)
 GJ0209
 GJ0209                          SUPERSEDED SURVEY CONTROL
 GJ0209
 GJ0209  NGVD 29 (??/??/92)  479.411  (m)         1572.87   (f) ADJ UNCH    2 0
 GJ0209
 GJ0209.Superseded values are not recommended for survey control.
 GJ0209
 GJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0209.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0209
 GJ0209_MARKER: DB = BENCH MARK DISK
 GJ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0209_STAMPING: H 109 1934
 GJ0209_MARK LOGO: CGS
 GJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0209+STABILITY: SURFACE MOTION
 GJ0209
 GJ0209  HISTORY     - Date     Condition        Report By
 GJ0209  HISTORY     - 1934     MONUMENTED       CGS
 GJ0209  HISTORY     - 1968     GOOD             CGS
 GJ0209
 GJ0209                          STATION DESCRIPTION
 GJ0209
 GJ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 GJ0209'7.3 MI SE FROM FREEDOM.
 GJ0209'FREEDOM, 2.3 MI SOUTH AND 5 MI EAST OF, NEAR NORTH 1/16 CORNER
 GJ0209'BETWEEN SECTIONS 15 AND 16.  T-26 N., R-17 W. 48 FT. NORTH
 GJ0209'AND 53 FT. EAST OF RR X-ING.  1 FT. SOUTH OF WITNESS POST.
 GJ0209'IN CONC. POST PROJECTING 2 IN ABOVE THE GROUND.  A STD TABLET
 GJ0209'STAMPED H-109 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0036 ***********************************************************************
 GJ0036  DESIGNATION -  H 11
 GJ0036  PID         -  GJ0036
 GJ0036  STATE/COUNTY-  OK/ALFALFA
 GJ0036  COUNTRY     -  US
 GJ0036  USGS QUAD   -  GOLTRY (2018)
 GJ0036
 GJ0036                         *CURRENT SURVEY CONTROL
 GJ0036  ______________________________________________________________________
 GJ0036* NAD 83(1993) POSITION- 36 31 54.72728(N) 098 09 16.13079(W)   ADJUSTED
 GJ0036* NAVD 88 ORTHO HEIGHT -   420.817 (meters)     1380.63  (feet) ADJUSTED
 GJ0036  ______________________________________________________________________
 GJ0036  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 GJ0036  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 GJ0036  DYNAMIC HEIGHT  -        420.451 (meters)     1379.43  (feet) COMP
 GJ0036  MODELED GRAVITY -    979,747.6   (mgal)                       NAVD 88
 GJ0036
 GJ0036  HORZ ORDER      -  SECOND
 GJ0036  VERT ORDER      -  FIRST     CLASS II
 GJ0036
 GJ0036.The horizontal coordinates were established by classical geodetic methods
 GJ0036.and adjusted by the National Geodetic Survey in November 1994.
 GJ0036
 GJ0036.The orthometric height was determined by differential leveling and
 GJ0036.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0036.in June 1991.
 GJ0036
 GJ0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0036.GEOID18 height accuracy estimate available here.
 GJ0036
 GJ0036.Click photographs - Photos may exist for this station.
 GJ0036
 GJ0036.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0036
 GJ0036.The dynamic height is computed by dividing the NAVD 88
 GJ0036.geopotential number by the normal gravity value computed on the
 GJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0036.degrees latitude (g = 980.6199 gals.).
 GJ0036
 GJ0036.The modeled gravity was interpolated from observed gravity values.
 GJ0036
 GJ0036. The following values were computed from the NAD 83(1993) position.
 GJ0036
 GJ0036;                    North         East     Units Scale Factor Converg.
 GJ0036;SPC OK N     -   169,978.903   586,166.053   MT  0.99996558   -0 05 28.2
 GJ0036;SPC OK N     -   557,672.45  1,923,113.13   sFT  0.99996558   -0 05 28.2
 GJ0036;UTM  14      - 4,043,275.555   575,690.464   MT  0.99967058   +0 30 12.0
 GJ0036
 GJ0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0036!SPC OK N     -   0.99993831  x   0.99996558  =   0.99990389
 GJ0036!UTM  14      -   0.99993831  x   0.99967058  =   0.99960891
 GJ0036
 GJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7569043275(NAD 83)
 GJ0036
 GJ0036                          SUPERSEDED SURVEY CONTROL
 GJ0036
 GJ0036  NAD 83(1986)-  36 31 54.73203(N)    098 09 16.11809(W) AD(       ) 2
 GJ0036  NAD 27      -  36 31 54.61741(N)    098 09 14.87917(W) AD(       ) 2
 GJ0036  NGVD 29 (04/22/92)  420.671  (m)         1380.15   (f) ADJUSTED    1 2
 GJ0036
 GJ0036.Superseded values are not recommended for survey control.
 GJ0036
 GJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0036.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0036
 GJ0036_MARKER: DB = BENCH MARK DISK
 GJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0036_STAMPING: H 11 1928
 GJ0036_MARK LOGO: USGS
 GJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0036+STABILITY: SURFACE MOTION
 GJ0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0036+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 GJ0036
 GJ0036  HISTORY     - Date     Condition        Report By
 GJ0036  HISTORY     - 1928     MONUMENTED       USGS
 GJ0036  HISTORY     - 1934     GOOD             CGS
 GJ0036  HISTORY     - 1951     GOOD             USGS
 GJ0036  HISTORY     - 20110426 GOOD             OKDOT
 GJ0036
 GJ0036                          STATION DESCRIPTION
 GJ0036
 GJ0036'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0036'AT GOLTRY.
 GJ0036'AT GOLTRY, ALFALFA COUNTY, ABOUT 160 FEET NORTHWEST OF THE
 GJ0036'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 175 FEET SOUTH
 GJ0036'OF THE MAIN TRACK, 39 FEET WEST OF THE CENTER LINE OF A ROAD,
 GJ0036'AT THE NORTHEAST CORNER OF THE FRONT YARD OF THE J.S. HONEYWELL
 GJ0036'PROPERTY, AT A FENCE CORNER, AND NEAR A POLE MARKED U.S. 1380
 GJ0036'P.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GJ0036'H 11 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0036
 GJ0036                          STATION RECOVERY (1934)
 GJ0036
 GJ0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0036'RECOVERED IN GOOD CONDITION.
 GJ0036
 GJ0036                          STATION RECOVERY (1951)
 GJ0036
 GJ0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GJ0036'STATION MARK IS A STANDARD U. S. G. S. BENCH MARK DISK SET IN
 GJ0036'THE TOP OF AN 8 INCH BY 8 INCH CONCRETE POST PROJECTING 12 INCHES
 GJ0036'ABOVE THE GROUND AND IS STAMPED H11 1928.  IT IS 38.0 FEET WEST OF
 GJ0036'THE CENTER OF A GRAVELED STREET, 18.0 FEET NORTHWEST OF A
 GJ0036'POWERLINE POLE, 6.0 FEET WEST OF THE CENTER OF A SIDEWALK AND 5.5
 GJ0036'FEET NORTHWEST OF A PLUM TREE.
 GJ0036'
 GJ0036'TO REACH THE STATION FROM THE POST OFFICE IN GOLTRY, GO WEST ON STATE
 GJ0036'ROUTE NO. 38 FOR 0.1 MILE TO A CROSS-STREET JUST EAST OF THE ST.
 GJ0036'LOUIS AND SAN FRANCISCO RAILROAD DEPOT, HERE TURN LEFT ACROSS THE
 GJ0036'RAILROAD TRACKS AND TURN SHARP RIGHT INTO A DRIVEWAY AND THE
 GJ0036'STATION.
 GJ0036
 GJ0036                          STATION RECOVERY (2011)
 GJ0036
 GJ0036'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2011 (TEM)
 GJ0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0434 ***********************************************************************
 GJ0434  DESIGNATION -  H 11 P
 GJ0434  PID         -  GJ0434
 GJ0434  STATE/COUNTY-  OK/ALFALFA
 GJ0434  COUNTRY     -  US
 GJ0434  USGS QUAD   -  GOLTRY (2018)
 GJ0434
 GJ0434                         *CURRENT SURVEY CONTROL
 GJ0434  ______________________________________________________________________
 GJ0434* NAD 83(1986) POSITION- 36 32 07.     (N) 098 09 44.     (W)   SCALED
 GJ0434* NAVD 88 ORTHO HEIGHT -   419.736 (meters)     1377.08  (feet) ADJUSTED
 GJ0434  ______________________________________________________________________
 GJ0434  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 GJ0434  DYNAMIC HEIGHT  -        419.370 (meters)     1375.88  (feet) COMP
 GJ0434  MODELED GRAVITY -    979,747.8   (mgal)                       NAVD 88
 GJ0434
 GJ0434  VERT ORDER      -  FIRST     CLASS II
 GJ0434
 GJ0434.The horizontal coordinates were scaled from a map and have
 GJ0434.an estimated accuracy of +/- 6 seconds.
 GJ0434
 GJ0434.The orthometric height was determined by differential leveling and
 GJ0434.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0434.in June 1991.
 GJ0434
 GJ0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0434.GEOID18 height accuracy estimate available here.
 GJ0434
 GJ0434.Click photographs - Photos may exist for this station.
 GJ0434
 GJ0434.The dynamic height is computed by dividing the NAVD 88
 GJ0434.geopotential number by the normal gravity value computed on the
 GJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0434.degrees latitude (g = 980.6199 gals.).
 GJ0434
 GJ0434.The modeled gravity was interpolated from observed gravity values.
 GJ0434
 GJ0434;                    North         East    Units  Estimated Accuracy
 GJ0434;SPC OK N     -   170,360.      585,470.      MT  (+/- 180 meters Scaled)
 GJ0434
 GJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF749436(NAD 83)
 GJ0434
 GJ0434                          SUPERSEDED SURVEY CONTROL
 GJ0434
 GJ0434  NGVD 29 (04/22/92)  419.589  (m)         1376.60   (f) ADJUSTED    1 2
 GJ0434
 GJ0434.Superseded values are not recommended for survey control.
 GJ0434
 GJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0434.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0434
 GJ0434_MARKER: X = CHISELED CROSS
 GJ0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0434_SP_SET: TOP OF SECTION OF RAIL
 GJ0434_MARK LOGO: NONE
 GJ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0434
 GJ0434  HISTORY     - Date     Condition        Report By
 GJ0434  HISTORY     - 1928     MONUMENTED       USGS
 GJ0434
 GJ0434                          STATION DESCRIPTION
 GJ0434
 GJ0434'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0434'1.0 KM (0.60 MI) NW FROM GOLTRY.
 GJ0434'GOLTRY, 0.56 MILES NORTHWEST OF, NORTHEAST 1/4 SECTION 28, T. 24 N.,
 GJ0434'R. 9 W., 23 FEET SOUTHWEST OF TRACK AND 42 FEET SOUTH OF ROAD, 2 FEET
 GJ0434'NORTH BY 31 FEET EAST OF 3 WAY FENCE POST, ON TOP OF SECTION OF RAIL,
 GJ0434'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0435 ***********************************************************************
 GJ0435  DESIGNATION -  H 11 Q
 GJ0435  PID         -  GJ0435
 GJ0435  STATE/COUNTY-  OK/ALFALFA
 GJ0435  COUNTRY     -  US
 GJ0435  USGS QUAD   -  GOLTRY (2018)
 GJ0435
 GJ0435                         *CURRENT SURVEY CONTROL
 GJ0435  ______________________________________________________________________
 GJ0435* NAD 83(1986) POSITION- 36 32 28.     (N) 098 10 32.     (W)   SCALED
 GJ0435* NAVD 88 ORTHO HEIGHT -   416.894 (meters)     1367.76  (feet) ADJUSTED
 GJ0435  ______________________________________________________________________
 GJ0435  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 GJ0435  DYNAMIC HEIGHT  -        416.531 (meters)     1366.57  (feet) COMP
 GJ0435  MODELED GRAVITY -    979,748.1   (mgal)                       NAVD 88
 GJ0435
 GJ0435  VERT ORDER      -  FIRST     CLASS II
 GJ0435
 GJ0435.The horizontal coordinates were scaled from a map and have
 GJ0435.an estimated accuracy of +/- 6 seconds.
 GJ0435
 GJ0435.The orthometric height was determined by differential leveling and
 GJ0435.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0435.in June 1991.
 GJ0435
 GJ0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0435.GEOID18 height accuracy estimate available here.
 GJ0435
 GJ0435.Click photographs - Photos may exist for this station.
 GJ0435
 GJ0435.The dynamic height is computed by dividing the NAVD 88
 GJ0435.geopotential number by the normal gravity value computed on the
 GJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0435.degrees latitude (g = 980.6199 gals.).
 GJ0435
 GJ0435.The modeled gravity was interpolated from observed gravity values.
 GJ0435
 GJ0435;                    North         East    Units  Estimated Accuracy
 GJ0435;SPC OK N     -   171,010.      584,280.      MT  (+/- 180 meters Scaled)
 GJ0435
 GJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF737442(NAD 83)
 GJ0435
 GJ0435                          SUPERSEDED SURVEY CONTROL
 GJ0435
 GJ0435  NGVD 29 (04/22/92)  416.746  (m)         1367.27   (f) ADJUSTED    1 2
 GJ0435
 GJ0435.Superseded values are not recommended for survey control.
 GJ0435
 GJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0435.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0435
 GJ0435_MARKER: X = CHISELED CROSS
 GJ0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0435_SP_SET: TOP OF SECTION OF RAIL
 GJ0435_MARK LOGO: NONE
 GJ0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0435
 GJ0435  HISTORY     - Date     Condition        Report By
 GJ0435  HISTORY     - 1928     MONUMENTED       USGS
 GJ0435
 GJ0435                          STATION DESCRIPTION
 GJ0435
 GJ0435'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0435'2.3 KM (1.40 MI) NW FROM GOLTRY.
 GJ0435'GOLTRY, 1.40 MILES NORTHWEST OF, NEAR 1/4 CORNER OF SECTIONS, 20 AND
 GJ0435'21, T. 24 N., R. 9 W., 43 FEET NORTH OF TRACK, AND 40 FEET EAST OF
 GJ0435'ROAD, 9.5 FEET EAST OF FENCE LINE AT BASE OF SMALL CUT, ON TOP OF
 GJ0435'SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0436 ***********************************************************************
 GJ0436  DESIGNATION -  H 11 R
 GJ0436  PID         -  GJ0436
 GJ0436  STATE/COUNTY-  OK/ALFALFA
 GJ0436  COUNTRY     -  US
 GJ0436  USGS QUAD   -  GOLTRY (2018)
 GJ0436
 GJ0436                         *CURRENT SURVEY CONTROL
 GJ0436  ______________________________________________________________________
 GJ0436* NAD 83(1986) POSITION- 36 32 34.     (N) 098 11 39.     (W)   SCALED
 GJ0436* NAVD 88 ORTHO HEIGHT -   410.826 (meters)     1347.85  (feet) ADJUSTED
 GJ0436  ______________________________________________________________________
 GJ0436  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 GJ0436  DYNAMIC HEIGHT  -        410.468 (meters)     1346.68  (feet) COMP
 GJ0436  MODELED GRAVITY -    979,747.6   (mgal)                       NAVD 88
 GJ0436
 GJ0436  VERT ORDER      -  FIRST     CLASS II
 GJ0436
 GJ0436.The horizontal coordinates were scaled from a map and have
 GJ0436.an estimated accuracy of +/- 6 seconds.
 GJ0436
 GJ0436.The orthometric height was determined by differential leveling and
 GJ0436.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0436.in June 1991.
 GJ0436
 GJ0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0436.GEOID18 height accuracy estimate available here.
 GJ0436
 GJ0436.Click photographs - Photos may exist for this station.
 GJ0436
 GJ0436.The dynamic height is computed by dividing the NAVD 88
 GJ0436.geopotential number by the normal gravity value computed on the
 GJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0436.degrees latitude (g = 980.6199 gals.).
 GJ0436
 GJ0436.The modeled gravity was interpolated from observed gravity values.
 GJ0436
 GJ0436;                    North         East    Units  Estimated Accuracy
 GJ0436;SPC OK N     -   171,200.      582,620.      MT  (+/- 180 meters Scaled)
 GJ0436
 GJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF721444(NAD 83)
 GJ0436
 GJ0436                          SUPERSEDED SURVEY CONTROL
 GJ0436
 GJ0436  NGVD 29 (04/22/92)  410.678  (m)         1347.37   (f) ADJUSTED    1 2
 GJ0436
 GJ0436.Superseded values are not recommended for survey control.
 GJ0436
 GJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0436.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0436
 GJ0436_MARKER: X = CHISELED CROSS
 GJ0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0436_SP_SET: TOP OF SECTION OF RAIL
 GJ0436_STAMPING: N
 GJ0436_MARK LOGO: NONE
 GJ0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0436
 GJ0436  HISTORY     - Date     Condition        Report By
 GJ0436  HISTORY     - 1928     MONUMENTED       USGS
 GJ0436
 GJ0436                          STATION DESCRIPTION
 GJ0436
 GJ0436'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0436'3.9 KM (2.40 MI) NW FROM GOLTRY.
 GJ0436'GOLTRY, 2.45 MILES NORTHWEST OF, NEAR 1/4 CORNER AT EAST SIDE OF
 GJ0436'SECTION 19, T. 24 N., R. 9 W., 49 FEET SOUTH OF TRACK, AND 49 FEET
 GJ0436'WEST OF ROAD, 3 FEET WEST BY 3 FEET NORTH OF 3 WAY FENCE POST, ON TOP
 GJ0436'OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0030 ***********************************************************************
 GJ0030  DESIGNATION -  H 110
 GJ0030  PID         -  GJ0030
 GJ0030  STATE/COUNTY-  OK/ALFALFA
 GJ0030  COUNTRY     -  US
 GJ0030  USGS QUAD   -  BURLINGTON (2018)
 GJ0030
 GJ0030                         *CURRENT SURVEY CONTROL
 GJ0030  ______________________________________________________________________
 GJ0030* NAD 83(1986) POSITION- 36 52 56.     (N) 098 24 50.     (W)   SCALED
 GJ0030* NAVD 88 ORTHO HEIGHT -   368.354 (meters)     1208.51  (feet) ADJUSTED
 GJ0030  ______________________________________________________________________
 GJ0030  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 GJ0030  DYNAMIC HEIGHT  -        368.036 (meters)     1207.46  (feet) COMP
 GJ0030  MODELED GRAVITY -    979,757.0   (mgal)                       NAVD 88
 GJ0030
 GJ0030  VERT ORDER      -  SECOND    CLASS 0
 GJ0030
 GJ0030.The horizontal coordinates were scaled from a map and have
 GJ0030.an estimated accuracy of +/- 6 seconds.
 GJ0030
 GJ0030.The orthometric height was determined by differential leveling and
 GJ0030.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0030.in June 1991.
 GJ0030
 GJ0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0030.GEOID18 height accuracy estimate available here.
 GJ0030
 GJ0030.Click photographs - Photos may exist for this station.
 GJ0030
 GJ0030.The dynamic height is computed by dividing the NAVD 88
 GJ0030.geopotential number by the normal gravity value computed on the
 GJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0030.degrees latitude (g = 980.6199 gals.).
 GJ0030
 GJ0030.The modeled gravity was interpolated from observed gravity values.
 GJ0030
 GJ0030;                    North         East    Units  Estimated Accuracy
 GJ0030;SPC OK N     -   208,930.      563,100.      MT  (+/- 180 meters Scaled)
 GJ0030
 GJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF522819(NAD 83)
 GJ0030
 GJ0030                          SUPERSEDED SURVEY CONTROL
 GJ0030
 GJ0030  NGVD 29 (??/??/92)  368.189  (m)         1207.97   (f) ADJ UNCH    2 0
 GJ0030
 GJ0030.Superseded values are not recommended for survey control.
 GJ0030
 GJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0030.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0030
 GJ0030_MARKER: DB = BENCH MARK DISK
 GJ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0030_STAMPING: H 110 1934
 GJ0030_MARK LOGO: CGS
 GJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0030+STABILITY: SURFACE MOTION
 GJ0030
 GJ0030  HISTORY     - Date     Condition        Report By
 GJ0030  HISTORY     - 1934     MONUMENTED       CGS
 GJ0030
 GJ0030                          STATION DESCRIPTION
 GJ0030
 GJ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0030'1.3 MI SE FROM BURLINGTON.
 GJ0030'1.3 MILES SOUTHEAST OF A.T. AND SF. STATION AT BURLINGTON, 0.1
 GJ0030'MILE SOUTHEAST OF MILEPOST 10, 42 FEET SOUTHWEST OF NEAREST RAIL
 GJ0030'OF ATCHISON TOPEKA AND SANTA FE TRACK, 38 FEET WEST OF CENTER
 GJ0030'LINE OF SECTION LINE ROAD, INSIDE OF FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0222 ***********************************************************************
 FK0222  DESIGNATION -  H 113
 FK0222  PID         -  FK0222
 FK0222  STATE/COUNTY-  OK/CUSTER
 FK0222  COUNTRY     -  US
 FK0222  USGS QUAD   -  CLINTON (2018)
 FK0222
 FK0222                         *CURRENT SURVEY CONTROL
 FK0222  ______________________________________________________________________
 FK0222* NAD 83(1986) POSITION- 35 35 42.     (N) 098 56 31.     (W)   SCALED
 FK0222* NAVD 88 ORTHO HEIGHT -   474.675 (meters)     1557.33  (feet) ADJUSTED
 FK0222  ______________________________________________________________________
 FK0222  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 FK0222  DYNAMIC HEIGHT  -        474.199 (meters)     1555.77  (feet) COMP
 FK0222  MODELED GRAVITY -    979,617.9   (mgal)                       NAVD 88
 FK0222
 FK0222  VERT ORDER      -  SECOND    CLASS 0
 FK0222
 FK0222.The horizontal coordinates were scaled from a map and have
 FK0222.an estimated accuracy of +/- 6 seconds.
 FK0222
 FK0222.The orthometric height was determined by differential leveling and
 FK0222.adjusted by the NATIONAL GEODETIC SURVEY
 FK0222.in June 1991.
 FK0222
 FK0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0222.GEOID18 height accuracy estimate available here.
 FK0222
 FK0222.Click photographs - Photos may exist for this station.
 FK0222
 FK0222.The dynamic height is computed by dividing the NAVD 88
 FK0222.geopotential number by the normal gravity value computed on the
 FK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0222.degrees latitude (g = 980.6199 gals.).
 FK0222
 FK0222.The modeled gravity was interpolated from observed gravity values.
 FK0222
 FK0222;                    North         East    Units  Estimated Accuracy
 FK0222;SPC OK N     -    66,430.      514,640.      MT  (+/- 180 meters Scaled)
 FK0222
 FK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE052390(NAD 83)
 FK0222
 FK0222                          SUPERSEDED SURVEY CONTROL
 FK0222
 FK0222  NGVD 29 (??/??/92)  474.457  (m)         1556.61   (f) ADJ UNCH    2 0
 FK0222
 FK0222.Superseded values are not recommended for survey control.
 FK0222
 FK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0222.See file dsdata.pdf to determine how the superseded data were derived.
 FK0222
 FK0222_MARKER: DB = BENCH MARK DISK
 FK0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0222_STAMPING: H 113 1935
 FK0222_MARK LOGO: CGS
 FK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0222+STABILITY: SURFACE MOTION
 FK0222
 FK0222  HISTORY     - Date     Condition        Report By
 FK0222  HISTORY     - 1935     MONUMENTED       CGS
 FK0222  HISTORY     - 1956     MARK NOT FOUND   CGS
 FK0222
 FK0222                          STATION DESCRIPTION
 FK0222
 FK0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0222'1.8 MI NE FROM ARAPAHO.
 FK0222'1.8 MILES NORTHEAST OF COURTHOUSE AT ARAPAHO 45 FEET SOUTH OF
 FK0222'CENTER LINE OF SECTION LINE ROAD, 35 FEET EAST OF NEAREST RAIL
 FK0222'OF ST. LOUIS AND SAN FRANCISCO AND ATCHISON TOPEKA AND SANTA FE
 FK0222'TRACK, 30 FEET NORTH OF MILEPOST 674-14.
 FK0222
 FK0222                          STATION RECOVERY (1956)
 FK0222
 FK0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FK0222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0261 ***********************************************************************
 FK0261  FBN         -  This is a Federal Base Network Control Station.
 FK0261  DESIGNATION -  H 114
 FK0261  PID         -  FK0261
 FK0261  STATE/COUNTY-  OK/CUSTER
 FK0261  COUNTRY     -  US
 FK0261  USGS QUAD   -  CUSTER CITY (2018)
 FK0261
 FK0261                         *CURRENT SURVEY CONTROL
 FK0261  ______________________________________________________________________
 FK0261* NAD 83(2011) POSITION- 35 41 47.14083(N) 098 58 09.02009(W)   ADJUSTED
 FK0261* NAD 83(2011) ELLIP HT-   506.813 (meters)        (06/27/12)   ADJUSTED
 FK0261* NAD 83(2011) EPOCH   -  2010.00
 FK0261* NAVD 88 ORTHO HEIGHT -   534.356 (meters)     1753.13  (feet) ADJUSTED
 FK0261  ______________________________________________________________________
 FK0261  GEOID HEIGHT    -        -27.525 (meters)                     GEOID18
 FK0261  NAD 83(2011) X  -   -808,534.358 (meters)                     COMP
 FK0261  NAD 83(2011) Y  - -5,122,722.394 (meters)                     COMP
 FK0261  NAD 83(2011) Z  -  3,701,184.800 (meters)                     COMP
 FK0261  LAPLACE CORR    -          3.27  (seconds)                    DEFLEC18
 FK0261  DYNAMIC HEIGHT  -        533.819 (meters)     1751.37  (feet) COMP
 FK0261  MODELED GRAVITY -    979,613.3   (mgal)                       NAVD 88
 FK0261
 FK0261  VERT ORDER      -  SECOND    CLASS 0
 FK0261
 FK0261  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0261  Standards:
 FK0261         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0261            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0261  -------------------------------------------------------------------
 FK0261  NETWORK    0.41   0.84           0.18   0.15   0.43      0.07229161
 FK0261  -------------------------------------------------------------------
 FK0261  Click here for local accuracies and other accuracy information.
 FK0261
 FK0261.The horizontal coordinates were established by GPS observations
 FK0261.and adjusted by the National Geodetic Survey in June 2012.
 FK0261
 FK0261.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0261.been affixed to the stable North American tectonic plate. See 
 FK0261.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0261
 FK0261.The horizontal coordinates are valid at the epoch date displayed above
 FK0261.which is a decimal equivalence of Year/Month/Day.
 FK0261
 FK0261.The orthometric height was determined by differential leveling and
 FK0261.adjusted by the NATIONAL GEODETIC SURVEY
 FK0261.in June 1991.
 FK0261
 FK0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0261.GEOID18 height accuracy estimate available here.
 FK0261
 FK0261.Click photographs - Photos may exist for this station.
 FK0261
 FK0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0261
 FK0261.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0261
 FK0261.The ellipsoidal height was determined by GPS observations
 FK0261.and is referenced to NAD 83.
 FK0261
 FK0261.The dynamic height is computed by dividing the NAVD 88
 FK0261.geopotential number by the normal gravity value computed on the
 FK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0261.degrees latitude (g = 980.6199 gals.).
 FK0261
 FK0261.The modeled gravity was interpolated from observed gravity values.
 FK0261
 FK0261. The following values were computed from the NAD 83(2011) position.
 FK0261
 FK0261;                    North         East     Units Scale Factor Converg.
 FK0261;SPC OK N     -    77,708.472   512,285.483   MT  0.99997898   -0 34 19.0
 FK0261;SPC OK N     -   254,948.55  1,680,723.29   sFT  0.99997898   -0 34 19.0
 FK0261;UTM  14      - 3,950,279.173   502,789.041   MT  0.99960010   +0 01 04.8
 FK0261
 FK0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0261!SPC OK N     -   0.99992046  x   0.99997898  =   0.99989944
 FK0261!UTM  14      -   0.99992046  x   0.99960010  =   0.99952059
 FK0261
 FK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0278950279(NAD 83)
 FK0261
 FK0261                          SUPERSEDED SURVEY CONTROL
 FK0261
 FK0261  NAD 83(2007)-  35 41 47.14090(N)    098 58 09.02090(W) AD(2002.00) 0
 FK0261  ELLIP H (02/10/07)  506.835  (m)                       GP(2002.00)    
 FK0261  ELLIP H (06/09/00)  506.827  (m)                       GP(       ) 2 2
 FK0261  NAD 83(1993)-  35 41 47.14074(N)    098 58 09.02011(W) AD(       ) B
 FK0261  ELLIP H (05/09/94)  506.864  (m)                       GP(       ) 4 2
 FK0261  NAVD 88             534.36   (m)         1753.1    (f) LEVELING    3  
 FK0261  NGVD 29 (??/??/92)  534.128  (m)         1752.38   (f) ADJ UNCH    2 0
 FK0261
 FK0261.Superseded values are not recommended for survey control.
 FK0261
 FK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0261.See file dsdata.pdf to determine how the superseded data were derived.
 FK0261
 FK0261_MARKER: DB = BENCH MARK DISK
 FK0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0261_STAMPING: H 114 1935
 FK0261_MARK LOGO: CGS
 FK0261_PROJECTION: RECESSED 10 CENTIMETERS
 FK0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0261+STABILITY: SURFACE MOTION
 FK0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0261+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 FK0261
 FK0261  HISTORY     - Date     Condition        Report By
 FK0261  HISTORY     - 1935     MONUMENTED       CGS
 FK0261  HISTORY     - 19930517 GOOD             NGS
 FK0261  HISTORY     - 19990813 GOOD             NGS
 FK0261  HISTORY     - 20010601 GOOD             MSAM
 FK0261
 FK0261                          STATION DESCRIPTION
 FK0261
 FK0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0261'8.5 MI N FROM ARAPAHO.
 FK0261'8.5 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 FK0261'ARAPAHO, CUSTER COUNTY, 81 FEET NORTHEAST OF THE PRAIRIEVIEW
 FK0261'SCHOOL HOUSE, 54 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FK0261'33 FEET SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD, AND
 FK0261'JUST OUTSIDE OF THE FENCE AROUND THE SCHOOLYARD.  A STANDARD
 FK0261'DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN FEB. 1956
 FK0261'USGS REPORTED-- PRAIRIE GARDEN SCHOOL NO LONGER EXISTS.
 FK0261'DESCRIPTION READS-- 8.5 MILES NORTH ALONG STATE HIGHWAY 14 FROM
 FK0261'THE COURTHOUSE AT ARAPAHO, NEAR CORNER SECTIONS 11, 12, 13, 14,
 FK0261'T 14 N, R 17 W, AT THE CROSSROADS.
 FK0261
 FK0261                          STATION RECOVERY (1993)
 FK0261
 FK0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FK0261'STATION IS LOCATED ABOUT 13 KM (8.05 MI) NORTH OF ARAPAHOE, 8 KM
 FK0261'(4.95 MI) WEST-NORTHWEST OF CUSTER CITY, ALONG US HIGHWAY 183, AT A
 FK0261'DIRT ROAD LEADING WEST, ON THE ROAD RIGHT-OF-WAY, IN THE NORTHEAST
 FK0261'CORNER OF SECTION 14, T 14 N, R 17 W.  OWNERSHIP--OKLAHOMA DEPARTMENT
 FK0261'OF TRANSPORTATION.
 FK0261'TO REACH FROM THE JUNCTION OF US HIGHWAY 183 AND STATE HIGHWAY 33 EAST
 FK0261'(6.5 KM WEST OF CUSTER CITY), GO NORTH ON HIGHWAY 183 FOR 3.36 KM
 FK0261'(2.10 MI) TO A DIRT ROAD LEFT AND STATION ON THE LEFT.
 FK0261'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 10 CM
 FK0261'BELOW GROUND.  IT IS 16.5 M (54.1 FT) WEST OF, AND SLIGHTLY HIGHER
 FK0261'THAN THE HIGHWAY CENTER, 9.3 M (30.5 FT) SOUTH OF THE DIRT ROAD
 FK0261'CENTER, 1.2 M (3.9 FT) NORTHWEST OF A FENCE CORNER POST, 0.3 M
 FK0261'(1.0 FT) SOUTH OF A METAL WITNESS POST, 7.1 M (23.3 FT)
 FK0261'WEST-SOUTHWEST OF THE TOP CENTER OF A DRAIN UNDER THE ROAD, 0.7 M
 FK0261'(2.3 FT) NORTH OF A FENCE, AND 5.6 M (18.4 FT) EAST OF THE EAST
 FK0261'GATEPOST TO A FIELD ENTRANCE.
 FK0261
 FK0261                          STATION RECOVERY (1999)
 FK0261
 FK0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FK0261'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS NOW SURROUNDED BY 3
 FK0261'OKDOT METAL WITNESS POSTS.
 FK0261
 FK0261                          STATION RECOVERY (2001)
 FK0261
 FK0261'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FK0261'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FK0261'RECOVERED AS DESCRIBED.
 FK0261'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0587 ***********************************************************************
 EK0587  DESIGNATION -  H 12
 EK0587  PID         -  EK0587
 EK0587  STATE/COUNTY-  OK/CHOCTAW
 EK0587  COUNTRY     -  US
 EK0587  USGS QUAD   -  HUGO (2019)
 EK0587
 EK0587                         *CURRENT SURVEY CONTROL
 EK0587  ______________________________________________________________________
 EK0587* NAD 83(1986) POSITION- 34 00 35.8    (N) 095 30 47.1    (W)   HD_HELD2
 EK0587* NAVD 88 ORTHO HEIGHT -   168.208 (meters)      551.86  (feet) ADJUSTED
 EK0587  ______________________________________________________________________
 EK0587  GEOID HEIGHT    -        -29.038 (meters)                     GEOID18
 EK0587  DYNAMIC HEIGHT  -        168.028 (meters)      551.27  (feet) COMP
 EK0587  MODELED GRAVITY -    979,564.3   (mgal)                       NAVD 88
 EK0587
 EK0587  VERT ORDER      -  FIRST     CLASS II
 EK0587
 EK0587.The horizontal coordinates were established by autonomous hand held GPS
 EK0587.observations and have an estimated accuracy of +/- 10 meters.
 EK0587
 EK0587.The orthometric height was determined by differential leveling and
 EK0587.adjusted by the NATIONAL GEODETIC SURVEY
 EK0587.in June 1991.
 EK0587
 EK0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0587.GEOID18 height accuracy estimate available here.
 EK0587
 EK0587.Click photographs - Photos may exist for this station.
 EK0587
 EK0587.The dynamic height is computed by dividing the NAVD 88
 EK0587.geopotential number by the normal gravity value computed on the
 EK0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0587.degrees latitude (g = 980.6199 gals.).
 EK0587
 EK0587.The modeled gravity was interpolated from observed gravity values.
 EK0587
 EK0587;                    North         East    Units  Estimated Accuracy
 EK0587;SPC OK S     -    77,882.      829,700.      MT  (+/- 10 meters HH2 GPS)
 EK0587
 EK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6792166106(NAD 83)
 EK0587
 EK0587                          SUPERSEDED SURVEY CONTROL
 EK0587
 EK0587  NGVD 29 (??/??/92)  168.140  (m)          551.64   (f) ADJ UNCH    1 2
 EK0587
 EK0587.Superseded values are not recommended for survey control.
 EK0587
 EK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0587.See file dsdata.pdf to determine how the superseded data were derived.
 EK0587
 EK0587_MARKER: DB = BENCH MARK DISK
 EK0587_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EK0587_SP_SET: FOUNDATION WALL
 EK0587_STAMPING: H 12 1933
 EK0587_MARK LOGO: CGS
 EK0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0587+STABILITY: POSITION/ELEVATION WELL
 EK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0587+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2016
 EK0587
 EK0587  HISTORY     - Date     Condition        Report By
 EK0587  HISTORY     - 1933     MONUMENTED       CGS
 EK0587  HISTORY     - 1934     GOOD             CGS
 EK0587  HISTORY     - 1986     GOOD             NGS
 EK0587  HISTORY     - 20020819 GOOD             INDIV
 EK0587  HISTORY     - 20101107 GOOD             GEOCAC
 EK0587  HISTORY     - 20161024 GOOD             GEOCAC
 EK0587
 EK0587                          STATION DESCRIPTION
 EK0587
 EK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0587'IN HUGO.
 EK0587'IN HUGO ON SOUTHEAST CORNERSTONE OF NATIONAL BANK OF COMMERCE,
 EK0587'SOUTHWEST OF DOOR.  BOTTOM CORNERSTONE VERTICAL FACING SOUTH.
 EK0587'ABOUT 18 IN ABOVE THE SIDEWALK.  NORTHWEST CORNER OF DUKE AND
 EK0587'BROADWAY.
 EK0587
 EK0587                          STATION RECOVERY (1986)
 EK0587
 EK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0587'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HUGO, AT
 EK0587'THE INTERSECTION OF NORTH BROADWAY AND WEST DUKE STREETS, SET
 EK0587'VERTICALLY IN THE SOUTH FOUNDATION WALL AT THE SOUTHEAST CORNER OF THE
 EK0587'JOE SPRING BUILDING, 18.0 M (59.1 FT) WEST OF THE CENTERLINE OF NORTH
 EK0587'BROADWAY STREET, 14.1 M (46.3 FT) NORTH OF THE CENTER OF WEST DUKE
 EK0587'STREET, 2.5 M (8.2 FT) SOUTHWEST OF THE SOUTHEAST ENTRANCE TO THE
 EK0587'BUILDING, AND 0.5 M (1.6 FT) WEST OF THE SOUTHEAST CORNER OF THE
 EK0587'BUILDING.
 EK0587'THE MARK IS 0.5 M ABOVE THE SIDEWALK.
 EK0587
 EK0587                          STATION RECOVERY (2002)
 EK0587
 EK0587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BGR)
 EK0587'1986 DESCRIPTION (JOE SPRING) SHOULD READ 'JOEL SPRING'
 EK0587
 EK0587                          STATION RECOVERY (2010)
 EK0587
 EK0587'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0587'RECOVERED IN GOOD CONDITION.
 EK0587
 EK0587                          STATION RECOVERY (2016)
 EK0587
 EK0587'RECOVERY NOTE BY GEOCACHING 2016 (MFM)
 EK0587'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0037 ***********************************************************************
 GJ0037  DESIGNATION -  H 12
 GJ0037  PID         -  GJ0037
 GJ0037  STATE/COUNTY-  OK/ALFALFA
 GJ0037  COUNTRY     -  US
 GJ0037  USGS QUAD   -  GOLTRY (2018)
 GJ0037
 GJ0037                         *CURRENT SURVEY CONTROL
 GJ0037  ______________________________________________________________________
 GJ0037* NAD 83(1986) POSITION- 36 32 35.     (N) 098 12 41.     (W)   SCALED
 GJ0037* NAVD 88 ORTHO HEIGHT -   418.086 (meters)     1371.67  (feet) ADJUSTED
 GJ0037  ______________________________________________________________________
 GJ0037  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 GJ0037  DYNAMIC HEIGHT  -        417.721 (meters)     1370.47  (feet) COMP
 GJ0037  MODELED GRAVITY -    979,747.0   (mgal)                       NAVD 88
 GJ0037
 GJ0037  VERT ORDER      -  FIRST     CLASS II
 GJ0037
 GJ0037.The horizontal coordinates were scaled from a map and have
 GJ0037.an estimated accuracy of +/- 6 seconds.
 GJ0037
 GJ0037.The orthometric height was determined by differential leveling and
 GJ0037.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0037.in June 1991.
 GJ0037
 GJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0037.GEOID18 height accuracy estimate available here.
 GJ0037
 GJ0037.Click photographs - Photos may exist for this station.
 GJ0037
 GJ0037.The dynamic height is computed by dividing the NAVD 88
 GJ0037.geopotential number by the normal gravity value computed on the
 GJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0037.degrees latitude (g = 980.6199 gals.).
 GJ0037
 GJ0037.The modeled gravity was interpolated from observed gravity values.
 GJ0037
 GJ0037;                    North         East    Units  Estimated Accuracy
 GJ0037;SPC OK N     -   171,230.      581,070.      MT  (+/- 180 meters Scaled)
 GJ0037
 GJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF705444(NAD 83)
 GJ0037
 GJ0037                          SUPERSEDED SURVEY CONTROL
 GJ0037
 GJ0037  NGVD 29 (04/22/92)  417.937  (m)         1371.18   (f) ADJUSTED    1 2
 GJ0037
 GJ0037.Superseded values are not recommended for survey control.
 GJ0037
 GJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0037
 GJ0037_MARKER: DB = BENCH MARK DISK
 GJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0037_STAMPING: H 12 1928
 GJ0037_MARK LOGO: USGS
 GJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0037+STABILITY: SURFACE MOTION
 GJ0037
 GJ0037  HISTORY     - Date     Condition        Report By
 GJ0037  HISTORY     - 1928     MONUMENTED       USGS
 GJ0037  HISTORY     - 1934     GOOD             CGS
 GJ0037  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0037
 GJ0037                          STATION DESCRIPTION
 GJ0037
 GJ0037'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0037'3.2 MI E FROM HELENA.
 GJ0037'ABOUT 3-1/4 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0037'FROM HELENA, ALFALA COUNTY, AT THE EAST SIDE OF SE 1/4 SEC. 24,
 GJ0037'T. 24 N., R. 10 W., 32 FEET WEST OF A ROAD, 52 FEET NORTH OF THE
 GJ0037'TRACK, 3 FEET NORTHWEST OF A THREE-WAY FENCE, AND NEAR A POLE
 GJ0037'MARKED U.S. 1371 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GJ0037'STANDARD DISK, STAMPED H 12 1928 AND SET IN THE TOP OF A CONCRETE
 GJ0037'POST.
 GJ0037
 GJ0037                          STATION RECOVERY (1934)
 GJ0037
 GJ0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0037'RECOVERED IN GOOD CONDITION.
 GJ0037
 GJ0037                          STATION RECOVERY (1944)
 GJ0037
 GJ0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0437 ***********************************************************************
 GJ0437  DESIGNATION -  H 12 S
 GJ0437  PID         -  GJ0437
 GJ0437  STATE/COUNTY-  OK/ALFALFA
 GJ0437  COUNTRY     -  US
 GJ0437  USGS QUAD   -  GOLTRY (2018)
 GJ0437
 GJ0437                         *CURRENT SURVEY CONTROL
 GJ0437  ______________________________________________________________________
 GJ0437* NAD 83(1986) POSITION- 36 32 35.     (N) 098 13 48.     (W)   SCALED
 GJ0437* NAVD 88 ORTHO HEIGHT -   426.770 (meters)     1400.16  (feet) ADJUSTED
 GJ0437  ______________________________________________________________________
 GJ0437  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 GJ0437  DYNAMIC HEIGHT  -        426.398 (meters)     1398.94  (feet) COMP
 GJ0437  MODELED GRAVITY -    979,746.2   (mgal)                       NAVD 88
 GJ0437
 GJ0437  VERT ORDER      -  FIRST     CLASS II
 GJ0437
 GJ0437.The horizontal coordinates were scaled from a map and have
 GJ0437.an estimated accuracy of +/- 6 seconds.
 GJ0437
 GJ0437.The orthometric height was determined by differential leveling and
 GJ0437.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0437.in June 1991.
 GJ0437
 GJ0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0437.GEOID18 height accuracy estimate available here.
 GJ0437
 GJ0437.Click photographs - Photos may exist for this station.
 GJ0437
 GJ0437.The dynamic height is computed by dividing the NAVD 88
 GJ0437.geopotential number by the normal gravity value computed on the
 GJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0437.degrees latitude (g = 980.6199 gals.).
 GJ0437
 GJ0437.The modeled gravity was interpolated from observed gravity values.
 GJ0437
 GJ0437;                    North         East    Units  Estimated Accuracy
 GJ0437;SPC OK N     -   171,230.      579,410.      MT  (+/- 180 meters Scaled)
 GJ0437
 GJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF689444(NAD 83)
 GJ0437
 GJ0437                          SUPERSEDED SURVEY CONTROL
 GJ0437
 GJ0437  NGVD 29 (04/22/92)  426.621  (m)         1399.67   (f) ADJUSTED    1 2
 GJ0437
 GJ0437.Superseded values are not recommended for survey control.
 GJ0437
 GJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0437.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0437
 GJ0437_MARKER: N = NAIL
 GJ0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0437_SP_SET: IN ROOT OF TREE
 GJ0437_MARK LOGO: USGS
 GJ0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0437
 GJ0437  HISTORY     - Date     Condition        Report By
 GJ0437  HISTORY     - 1928     MONUMENTED       USGS
 GJ0437
 GJ0437                          STATION DESCRIPTION
 GJ0437
 GJ0437'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0437'3.5 KM (2.20 MI) EAST FROM HELENA.
 GJ0437'HELENA, 2.24 MILES SOUTHEAST OF, NEAR 1/4 CORNER EAST SIDE SECTION 23,
 GJ0437'T. 24 N., R. 10 W., 70 FEET NORTH OF TRACK, AND 32 FEET WEST OF ROAD,
 GJ0437'7 FEET EAST BY 23 FEET NORTH OF 3 WAY FENCE LINE, IN CROTCH OF A
 GJ0437'SMALL ASH TREE, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0438 ***********************************************************************
 GJ0438  DESIGNATION -  H 12 T
 GJ0438  PID         -  GJ0438
 GJ0438  STATE/COUNTY-  OK/ALFALFA
 GJ0438  COUNTRY     -  US
 GJ0438  USGS QUAD   -  GOLTRY (2018)
 GJ0438
 GJ0438                         *CURRENT SURVEY CONTROL
 GJ0438  ______________________________________________________________________
 GJ0438* NAD 83(1986) POSITION- 36 32 35.     (N) 098 14 56.     (W)   SCALED
 GJ0438* NAVD 88 ORTHO HEIGHT -   424.751 (meters)     1393.54  (feet) ADJUSTED
 GJ0438  ______________________________________________________________________
 GJ0438  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 GJ0438  DYNAMIC HEIGHT  -        424.380 (meters)     1392.32  (feet) COMP
 GJ0438  MODELED GRAVITY -    979,745.3   (mgal)                       NAVD 88
 GJ0438
 GJ0438  VERT ORDER      -  FIRST     CLASS II
 GJ0438
 GJ0438.The horizontal coordinates were scaled from a map and have
 GJ0438.an estimated accuracy of +/- 6 seconds.
 GJ0438
 GJ0438.The orthometric height was determined by differential leveling and
 GJ0438.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0438.in June 1991.
 GJ0438
 GJ0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0438.GEOID18 height accuracy estimate available here.
 GJ0438
 GJ0438.Click photographs - Photos may exist for this station.
 GJ0438
 GJ0438.The dynamic height is computed by dividing the NAVD 88
 GJ0438.geopotential number by the normal gravity value computed on the
 GJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0438.degrees latitude (g = 980.6199 gals.).
 GJ0438
 GJ0438.The modeled gravity was interpolated from observed gravity values.
 GJ0438
 GJ0438;                    North         East    Units  Estimated Accuracy
 GJ0438;SPC OK N     -   171,240.      577,720.      MT  (+/- 180 meters Scaled)
 GJ0438
 GJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF672444(NAD 83)
 GJ0438
 GJ0438                          SUPERSEDED SURVEY CONTROL
 GJ0438
 GJ0438  NGVD 29 (04/22/92)  424.600  (m)         1393.04   (f) ADJUSTED    1 2
 GJ0438
 GJ0438.Superseded values are not recommended for survey control.
 GJ0438
 GJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0438.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0438
 GJ0438_MARKER: Q = CHISELED SQUARE
 GJ0438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0438_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0438_MARK LOGO: NONE
 GJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0438+STABILITY: SURFACE MOTION
 GJ0438
 GJ0438  HISTORY     - Date     Condition        Report By
 GJ0438  HISTORY     - 1928     MONUMENTED       USGS
 GJ0438  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0438
 GJ0438                          STATION DESCRIPTION
 GJ0438
 GJ0438'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0438'1.9 KM (1.20 MI) EAST FROM HELENA.
 GJ0438'HELENA, 1.17 MILES SOUTHEAST OF, SOUTHEAST 1/4 SECTION 22, T. 24 N.,
 GJ0438'R. 10 W., 12 FEET NORTH OF TRACK AND 34 FEET WEST OF CENTER OF
 GJ0438'NORTH-SOUTH ROAD, IN CENTER OF TOP FACE OF CONCRETE CULVERT, CHISELED
 GJ0438'SQUARE.
 GJ0438
 GJ0438                          STATION RECOVERY (2022)
 GJ0438
 GJ0438'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0370 ***********************************************************************
 FK0370  DESIGNATION -  H 123
 FK0370  PID         -  FK0370
 FK0370  STATE/COUNTY-  OK/KIOWA
 FK0370  COUNTRY     -  US
 FK0370  USGS QUAD   -  CAMBRIDGE (2018)
 FK0370
 FK0370                         *CURRENT SURVEY CONTROL
 FK0370  ______________________________________________________________________
 FK0370* NAD 83(1986) POSITION- 35 01 59.     (N) 099 11 06.     (W)   SCALED
 FK0370* NAVD 88 ORTHO HEIGHT -   482.179 (meters)     1581.95  (feet) ADJUSTED
 FK0370  ______________________________________________________________________
 FK0370  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 FK0370  DYNAMIC HEIGHT  -        481.701 (meters)     1580.38  (feet) COMP
 FK0370  MODELED GRAVITY -    979,627.2   (mgal)                       NAVD 88
 FK0370
 FK0370  VERT ORDER      -  SECOND    CLASS 0
 FK0370
 FK0370.The horizontal coordinates were scaled from a map and have
 FK0370.an estimated accuracy of +/- 6 seconds.
 FK0370
 FK0370.The orthometric height was determined by differential leveling and
 FK0370.adjusted by the NATIONAL GEODETIC SURVEY
 FK0370.in June 1991.
 FK0370
 FK0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0370.GEOID18 height accuracy estimate available here.
 FK0370
 FK0370.Click photographs - Photos may exist for this station.
 FK0370
 FK0370.The dynamic height is computed by dividing the NAVD 88
 FK0370.geopotential number by the normal gravity value computed on the
 FK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0370.degrees latitude (g = 980.6199 gals.).
 FK0370
 FK0370.The modeled gravity was interpolated from observed gravity values.
 FK0370
 FK0370;                    North         East    Units  Estimated Accuracy
 FK0370;SPC OK S     -   189,180.      491,870.      MT  (+/- 180 meters Scaled)
 FK0370
 FK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD831767(NAD 83)
 FK0370
 FK0370                          SUPERSEDED SURVEY CONTROL
 FK0370
 FK0370  NGVD 29 (??/??/92)  482.000  (m)         1581.36   (f) ADJ UNCH    2 0
 FK0370
 FK0370.Superseded values are not recommended for survey control.
 FK0370
 FK0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0370.See file dsdata.pdf to determine how the superseded data were derived.
 FK0370
 FK0370_MARKER: DB = BENCH MARK DISK
 FK0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0370_SP_SET: CULVERT HEADWALL
 FK0370_STAMPING: H 123 1961
 FK0370_MARK LOGO: CGS
 FK0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0370+STABILITY: SURFACE MOTION
 FK0370
 FK0370  HISTORY     - Date     Condition        Report By
 FK0370  HISTORY     - 1961     MONUMENTED       CGS
 FK0370
 FK0370                          STATION DESCRIPTION
 FK0370
 FK0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0370'5 MI NE FROM LONE WOLF.
 FK0370'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN
 FK0370'LONE WOLF, THENCE 1.7 MILES NORTH ALONG STATE HIGHWAY 44, 26 FEET
 FK0370'WEST OF THE CENTER OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER
 FK0370'OF A DIRT ROAD, 2 FEET NORTHEAST OF A WITNESS POST, CEMENTED IN
 FK0370'A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT, 0.5 FOOT
 FK0370'NORTH OF THE SOUTH END, 3 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0497 ***********************************************************************
 EM0497  DESIGNATION -  H 124
 EM0497  PID         -  EM0497
 EM0497  STATE/COUNTY-  OK/GREER
 EM0497  COUNTRY     -  US
 EM0497  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0497
 EM0497                         *CURRENT SURVEY CONTROL
 EM0497  ______________________________________________________________________
 EM0497* NAD 83(1986) POSITION- 34 49 28.     (N) 099 32 07.     (W)   SCALED
 EM0497* NAVD 88 ORTHO HEIGHT -   524.406 (meters)     1720.49  (feet) ADJUSTED
 EM0497  ______________________________________________________________________
 EM0497  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 EM0497  DYNAMIC HEIGHT  -        523.847 (meters)     1718.65  (feet) COMP
 EM0497  MODELED GRAVITY -    979,552.5   (mgal)                       NAVD 88
 EM0497
 EM0497  VERT ORDER      -  SECOND    CLASS 0
 EM0497
 EM0497.The horizontal coordinates were scaled from a map and have
 EM0497.an estimated accuracy of +/- 6 seconds.
 EM0497
 EM0497.The orthometric height was determined by differential leveling and
 EM0497.adjusted by the NATIONAL GEODETIC SURVEY
 EM0497.in June 1991.
 EM0497
 EM0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0497.GEOID18 height accuracy estimate available here.
 EM0497
 EM0497.Click photographs - Photos may exist for this station.
 EM0497
 EM0497.The dynamic height is computed by dividing the NAVD 88
 EM0497.geopotential number by the normal gravity value computed on the
 EM0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0497.degrees latitude (g = 980.6199 gals.).
 EM0497
 EM0497.The modeled gravity was interpolated from observed gravity values.
 EM0497
 EM0497;                    North         East    Units  Estimated Accuracy
 EM0497;SPC OK S     -   166,470.      459,560.      MT  (+/- 180 meters Scaled)
 EM0497
 EM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD510537(NAD 83)
 EM0497
 EM0497                          SUPERSEDED SURVEY CONTROL
 EM0497
 EM0497  NGVD 29 (??/??/92)  524.197  (m)         1719.80   (f) ADJ UNCH    2 0
 EM0497
 EM0497.Superseded values are not recommended for survey control.
 EM0497
 EM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0497.See file dsdata.pdf to determine how the superseded data were derived.
 EM0497
 EM0497_MARKER: DB = BENCH MARK DISK
 EM0497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0497_SP_SET: CULVERT ABUTMENT
 EM0497_STAMPING: H 124 1961
 EM0497_MARK LOGO: CGS
 EM0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0497+STABILITY: SURFACE MOTION
 EM0497
 EM0497  HISTORY     - Date     Condition        Report By
 EM0497  HISTORY     - 1961     MONUMENTED       CGS
 EM0497
 EM0497                          STATION DESCRIPTION
 EM0497
 EM0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0497'4.2 MI S FROM MANGUM.
 EM0497'4.2 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MANGUM,
 EM0497'26.5 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.5 FEET SOUTHWEST
 EM0497'OF THE WITNESS POST, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 EM0497'EAST ABUTMENT OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0052 ***********************************************************************
 GH0052  DESIGNATION -  H 125
 GH0052  PID         -  GH0052
 GH0052  STATE/COUNTY-  OK/OSAGE
 GH0052  COUNTRY     -  US
 GH0052  USGS QUAD   -  BOWRING SE (2018)
 GH0052
 GH0052                         *CURRENT SURVEY CONTROL
 GH0052  ______________________________________________________________________
 GH0052* NAD 83(1986) POSITION- 36 45 36.06   (N) 096 00 31.56   (W)   HD_HELD1
 GH0052* NAVD 88 ORTHO HEIGHT -   211.546 (meters)      694.05  (feet) ADJUSTED
 GH0052  ______________________________________________________________________
 GH0052  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 GH0052  DYNAMIC HEIGHT  -        211.373 (meters)      693.48  (feet) COMP
 GH0052  MODELED GRAVITY -    979,809.3   (mgal)                       NAVD 88
 GH0052
 GH0052  VERT ORDER      -  SECOND    CLASS 0
 GH0052
 GH0052.This mark is at Bartlesville Airport (BVO)
 GH0052
 GH0052.The horizontal coordinates were determined by differentially corrected
 GH0052.hand held GPS observations or other comparable positioning techniques
 GH0052.and have an estimated accuracy of +/- 3 meters.
 GH0052
 GH0052.The orthometric height was determined by differential leveling and
 GH0052.adjusted by the NATIONAL GEODETIC SURVEY
 GH0052.in June 1991.
 GH0052
 GH0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0052.GEOID18 height accuracy estimate available here.
 GH0052
 GH0052.Click photographs - Photos may exist for this station.
 GH0052
 GH0052.The dynamic height is computed by dividing the NAVD 88
 GH0052.geopotential number by the normal gravity value computed on the
 GH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0052.degrees latitude (g = 980.6199 gals.).
 GH0052
 GH0052.The modeled gravity was interpolated from observed gravity values.
 GH0052
 GH0052;                    North         East    Units  Estimated Accuracy
 GH0052;SPC OK N     -   197,108.5     777,785.8     MT  (+/- 3 meters HH1 GPS) 
 GH0052
 GH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6701672424(NAD 83)
 GH0052
 GH0052                          SUPERSEDED SURVEY CONTROL
 GH0052
 GH0052  NGVD 29 (??/??/92)  211.429  (m)          693.66   (f) ADJ UNCH    2 0
 GH0052
 GH0052.Superseded values are not recommended for survey control.
 GH0052
 GH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0052.See file dsdata.pdf to determine how the superseded data were derived.
 GH0052
 GH0052_MARKER: DB = BENCH MARK DISK
 GH0052_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0052+WITH SETTING: PAVEMENT
 GH0052_SP_SET: FLAGPOLE BASE
 GH0052_STAMPING: H 125 1963
 GH0052_MARK LOGO: CGS
 GH0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0052+STABILITY: SURFACE MOTION
 GH0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0052+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2010
 GH0052
 GH0052  HISTORY     - Date     Condition        Report By
 GH0052  HISTORY     - 1963     MONUMENTED       CGS
 GH0052  HISTORY     - 1971     GOOD             NGS
 GH0052  HISTORY     - 1976     GOOD             NGS
 GH0052  HISTORY     - 19910701 GOOD             USPSQD
 GH0052  HISTORY     - 20020826 GOOD             INDIV
 GH0052  HISTORY     - 20050306 GOOD             USPSQD
 GH0052  HISTORY     - 20100212 GOOD             NGS
 GH0052
 GH0052                          STATION DESCRIPTION
 GH0052
 GH0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GH0052'2.2 MI NW FROM BARTLESVILLE.
 GH0052'THE MARK IS LOCATED AT THE FRANK PHILLIPS AIRPORT ADMINISTRATION
 GH0052'BUILDING.  THE MARK MAY BE REACHED BY GOING 1.75 MILE WEST ALONG
 GH0052'U.S. HIGHWAY 60, FROM THE SANTA FE RAILROAD DEPOT IN BARTLESVILLE,
 GH0052'THENCE 0.45 MILE NORTH ALONG THE AIRPORT ENTRANCE ROAD TO THE
 GH0052'ADMINISTRATION BUILDING.  THE MARK IS SET IN A DRILL HOLE IN
 GH0052'THE BASE OF THE FLAGPOLE IN THE ISLAND OF THE CIRCULAR DRIVE,
 GH0052'AND IS A STANDARD DISK STAMPED H 125 1963.
 GH0052
 GH0052                          STATION RECOVERY (1976)
 GH0052
 GH0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GH0052'RECOVERED IN GOOD CONDITION.
 GH0052
 GH0052                          STATION RECOVERY (1991)
 GH0052
 GH0052'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 GH0052'RECOVERED IN GOOD CONDITION.
 GH0052
 GH0052                          STATION RECOVERY (2002)
 GH0052
 GH0052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GH0052'RECOVERED IN GOOD CONDITION.
 GH0052
 GH0052                          STATION RECOVERY (2005)
 GH0052
 GH0052'RECOVERY NOTE BY US POWER SQUADRON 2005 (EER)
 GH0052'RECOVERED AS DESCRIBED
 GH0052
 GH0052                          STATION RECOVERY (2010)
 GH0052
 GH0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DW)
 GH0052'AIRPORT ROAD IS NOW WILEY POST ROAD.
 GH0052'MARK IS ADJACENT TO USAF GRAVITY DISK FOR STATION 'BARTLESVILLE J,'
 GH0052'DOD 3989-1, IGB 11866J.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0038 ***********************************************************************
 GJ0038  DESIGNATION -  H 13
 GJ0038  PID         -  GJ0038
 GJ0038  STATE/COUNTY-  OK/ALFALFA
 GJ0038  COUNTRY     -  US
 GJ0038  USGS QUAD   -  HELENA (2018)
 GJ0038
 GJ0038                         *CURRENT SURVEY CONTROL
 GJ0038  ______________________________________________________________________
 GJ0038* NAD 83(1986) POSITION- 36 32 33.     (N) 098 15 55.     (W)   SCALED
 GJ0038* NAVD 88 ORTHO HEIGHT -   425.904 (meters)     1397.32  (feet) ADJUSTED
 GJ0038  ______________________________________________________________________
 GJ0038  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 GJ0038  DYNAMIC HEIGHT  -        425.531 (meters)     1396.10  (feet) COMP
 GJ0038  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 GJ0038
 GJ0038  VERT ORDER      -  FIRST     CLASS II
 GJ0038
 GJ0038.The horizontal coordinates were scaled from a map and have
 GJ0038.an estimated accuracy of +/- 6 seconds.
 GJ0038
 GJ0038.The orthometric height was determined by differential leveling and
 GJ0038.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0038.in June 1991.
 GJ0038
 GJ0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0038.GEOID18 height accuracy estimate available here.
 GJ0038
 GJ0038.Click photographs - Photos may exist for this station.
 GJ0038
 GJ0038.The dynamic height is computed by dividing the NAVD 88
 GJ0038.geopotential number by the normal gravity value computed on the
 GJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0038.degrees latitude (g = 980.6199 gals.).
 GJ0038
 GJ0038.The modeled gravity was interpolated from observed gravity values.
 GJ0038
 GJ0038;                    North         East    Units  Estimated Accuracy
 GJ0038;SPC OK N     -   171,180.      576,250.      MT  (+/- 180 meters Scaled)
 GJ0038
 GJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF657443(NAD 83)
 GJ0038
 GJ0038                          SUPERSEDED SURVEY CONTROL
 GJ0038
 GJ0038  NGVD 29 (04/22/92)  425.752  (m)         1396.82   (f) ADJUSTED    1 2
 GJ0038
 GJ0038.Superseded values are not recommended for survey control.
 GJ0038
 GJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0038.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0038
 GJ0038_MARKER: DB = BENCH MARK DISK
 GJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0038_STAMPING: H 13 1928
 GJ0038_MARK LOGO: USGS
 GJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0038+STABILITY: SURFACE MOTION
 GJ0038
 GJ0038  HISTORY     - Date     Condition        Report By
 GJ0038  HISTORY     - 1928     MONUMENTED       USGS
 GJ0038  HISTORY     - 1934     GOOD             CGS
 GJ0038  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0038
 GJ0038                          STATION DESCRIPTION
 GJ0038
 GJ0038'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0038'0.2 FROM HELENA.
 GJ0038'ABOUT 1/4 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0038'FROM HELENA, ALFALFA COUNTY, 31 FEET EAST OF A ROAD, 52 FEET
 GJ0038'SOUTH OF THE TRACK, 4 FEET NORTHEAST OF AN ANGLE IN A FENCE LINE,
 GJ0038'AND NEAR A POLE MARKED U.S.P.B.M. 1397.  A UNITED STATES
 GJ0038'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 13 1928 AND SET IN THE
 GJ0038'TOP OF A CONCRETE POST.
 GJ0038
 GJ0038                          STATION RECOVERY (1934)
 GJ0038
 GJ0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0038'RECOVERED IN GOOD CONDITION.
 GJ0038
 GJ0038                          STATION RECOVERY (1944)
 GJ0038
 GJ0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0534 ***********************************************************************
 GH0534  DESIGNATION -  H 13
 GH0534  PID         -  GH0534
 GH0534  STATE/COUNTY-  OK/GRANT
 GH0534  COUNTRY     -  US
 GH0534  USGS QUAD   -  RENFROW (2018)
 GH0534
 GH0534                         *CURRENT SURVEY CONTROL
 GH0534  ______________________________________________________________________
 GH0534* NAD 83(1986) POSITION- 36 57 40.     (N) 097 37 43.     (W)   SCALED
 GH0534* NAVD 88 ORTHO HEIGHT -   366.286 (meters)     1201.72  (feet) ADJUSTED
 GH0534  ______________________________________________________________________
 GH0534  GEOID HEIGHT    -        -28.363 (meters)                     GEOID18
 GH0534  DYNAMIC HEIGHT  -        365.982 (meters)     1200.73  (feet) COMP
 GH0534  MODELED GRAVITY -    979,791.1   (mgal)                       NAVD 88
 GH0534
 GH0534  VERT ORDER      -  FIRST     CLASS II
 GH0534
 GH0534.The horizontal coordinates were scaled from a map and have
 GH0534.an estimated accuracy of +/- 6 seconds.
 GH0534
 GH0534.The orthometric height was determined by differential leveling and
 GH0534.adjusted by the NATIONAL GEODETIC SURVEY
 GH0534.in June 1991.
 GH0534
 GH0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0534.GEOID18 height accuracy estimate available here.
 GH0534
 GH0534.Click photographs - Photos may exist for this station.
 GH0534
 GH0534.The dynamic height is computed by dividing the NAVD 88
 GH0534.geopotential number by the normal gravity value computed on the
 GH0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0534.degrees latitude (g = 980.6199 gals.).
 GH0534
 GH0534.The modeled gravity was interpolated from observed gravity values.
 GH0534
 GH0534;                    North         East    Units  Estimated Accuracy
 GH0534;SPC OK N     -   217,670.      633,080.      MT  (+/- 180 meters Scaled)
 GH0534
 GH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF220914(NAD 83)
 GH0534
 GH0534                          SUPERSEDED SURVEY CONTROL
 GH0534
 GH0534  NGVD 29 (??/??/92)  366.179  (m)         1201.37   (f) ADJ UNCH    1 2
 GH0534
 GH0534.Superseded values are not recommended for survey control.
 GH0534
 GH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0534.See file dsdata.pdf to determine how the superseded data were derived.
 GH0534
 GH0534_MARKER: DB = BENCH MARK DISK
 GH0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0534_SP_SET: BRIDGE ABUTMENT
 GH0534_STAMPING: H 13 1933
 GH0534_MARK LOGO: CGS
 GH0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0534
 GH0534  HISTORY     - Date     Condition        Report By
 GH0534  HISTORY     - 1933     MONUMENTED       CGS
 GH0534
 GH0534                          STATION DESCRIPTION
 GH0534
 GH0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0534'3 MI N FROM RENFROW.
 GH0534'3.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0534'RAILROAD FROM RENFROW, GRANT COUNTY, NEAR POLE 299+24, AT BRIDGE
 GH0534'299.8, IN THE TOP OF THE WEST CONCRETE WING WALL OF THE SOUTH
 GH0534'ABUTMENT, 3 YARDS WEST OF THE CENTER LINE OF THE TRACK, AND
 GH0534'2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H 13 1933.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0439 ***********************************************************************
 GJ0439  DESIGNATION -  H 13 U
 GJ0439  PID         -  GJ0439
 GJ0439  STATE/COUNTY-  OK/ALFALFA
 GJ0439  COUNTRY     -  US
 GJ0439  USGS QUAD   -  HELENA (2018)
 GJ0439
 GJ0439                         *CURRENT SURVEY CONTROL
 GJ0439  ______________________________________________________________________
 GJ0439* NAD 83(1986) POSITION- 36 32 34.     (N) 098 16 11.     (W)   SCALED
 GJ0439* NAVD 88 ORTHO HEIGHT -   426.284 (meters)     1398.57  (feet) ADJUSTED
 GJ0439  ______________________________________________________________________
 GJ0439  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 GJ0439  DYNAMIC HEIGHT  -        425.911 (meters)     1397.34  (feet) COMP
 GJ0439  MODELED GRAVITY -    979,744.2   (mgal)                       NAVD 88
 GJ0439
 GJ0439  VERT ORDER      -  FIRST     CLASS II
 GJ0439
 GJ0439.The horizontal coordinates were scaled from a map and have
 GJ0439.an estimated accuracy of +/- 6 seconds.
 GJ0439
 GJ0439.The orthometric height was determined by differential leveling and
 GJ0439.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0439.in June 1991.
 GJ0439
 GJ0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0439.GEOID18 height accuracy estimate available here.
 GJ0439
 GJ0439.Click photographs - Photos may exist for this station.
 GJ0439
 GJ0439.The dynamic height is computed by dividing the NAVD 88
 GJ0439.geopotential number by the normal gravity value computed on the
 GJ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0439.degrees latitude (g = 980.6199 gals.).
 GJ0439
 GJ0439.The modeled gravity was interpolated from observed gravity values.
 GJ0439
 GJ0439;                    North         East    Units  Estimated Accuracy
 GJ0439;SPC OK N     -   171,210.      575,850.      MT  (+/- 180 meters Scaled)
 GJ0439
 GJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF653444(NAD 83)
 GJ0439
 GJ0439                          SUPERSEDED SURVEY CONTROL
 GJ0439
 GJ0439  NGVD 29 (04/22/92)  426.131  (m)         1398.06   (f) ADJUSTED    1 2
 GJ0439
 GJ0439.Superseded values are not recommended for survey control.
 GJ0439
 GJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0439.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0439
 GJ0439_MARKER: Q = CHISELED SQUARE
 GJ0439_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0439+WITH SETTING: PAVEMENT
 GJ0439_SP_SET: STATION PLATFORM
 GJ0439_MARK LOGO: NONE
 GJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0439+STABILITY: SURFACE MOTION
 GJ0439
 GJ0439  HISTORY     - Date     Condition        Report By
 GJ0439  HISTORY     - 1928     MONUMENTED       USGS
 GJ0439
 GJ0439                          STATION DESCRIPTION
 GJ0439
 GJ0439'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0439'IN HELENA.
 GJ0439'HELENA, IN THE SOUTHEAST CORNER OF PLATFORM OF THE ST. LOUIS AND SAN
 GJ0439'FRANCISCO RAILWAY STATION, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0440 ***********************************************************************
 GJ0440  DESIGNATION -  H 13 V
 GJ0440  PID         -  GJ0440
 GJ0440  STATE/COUNTY-  OK/ALFALFA
 GJ0440  COUNTRY     -  US
 GJ0440  USGS QUAD   -  HELENA (2018)
 GJ0440
 GJ0440                         *CURRENT SURVEY CONTROL
 GJ0440  ______________________________________________________________________
 GJ0440* NAD 83(1986) POSITION- 36 32 34.     (N) 098 17 00.     (W)   SCALED
 GJ0440* NAVD 88 ORTHO HEIGHT -   427.745 (meters)     1403.36  (feet) ADJUSTED
 GJ0440  ______________________________________________________________________
 GJ0440  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 GJ0440  DYNAMIC HEIGHT  -        427.371 (meters)     1402.13  (feet) COMP
 GJ0440  MODELED GRAVITY -    979,743.5   (mgal)                       NAVD 88
 GJ0440
 GJ0440  VERT ORDER      -  FIRST     CLASS II
 GJ0440
 GJ0440.The horizontal coordinates were scaled from a map and have
 GJ0440.an estimated accuracy of +/- 6 seconds.
 GJ0440
 GJ0440.The orthometric height was determined by differential leveling and
 GJ0440.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0440.in June 1991.
 GJ0440
 GJ0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0440.GEOID18 height accuracy estimate available here.
 GJ0440
 GJ0440.Click photographs - Photos may exist for this station.
 GJ0440
 GJ0440.The dynamic height is computed by dividing the NAVD 88
 GJ0440.geopotential number by the normal gravity value computed on the
 GJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0440.degrees latitude (g = 980.6199 gals.).
 GJ0440
 GJ0440.The modeled gravity was interpolated from observed gravity values.
 GJ0440
 GJ0440;                    North         East    Units  Estimated Accuracy
 GJ0440;SPC OK N     -   171,220.      574,630.      MT  (+/- 180 meters Scaled)
 GJ0440
 GJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF641443(NAD 83)
 GJ0440
 GJ0440                          SUPERSEDED SURVEY CONTROL
 GJ0440
 GJ0440  NGVD 29 (04/22/92)  427.592  (m)         1402.86   (f) ADJUSTED    1 2
 GJ0440
 GJ0440.Superseded values are not recommended for survey control.
 GJ0440
 GJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0440.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0440
 GJ0440_MARKER: Q = CHISELED SQUARE
 GJ0440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0440_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0440_MARK LOGO: NONE
 GJ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0440+STABILITY: SURFACE MOTION
 GJ0440
 GJ0440  HISTORY     - Date     Condition        Report By
 GJ0440  HISTORY     - 1928     MONUMENTED       USGS
 GJ0440
 GJ0440                          STATION DESCRIPTION
 GJ0440
 GJ0440'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0440'1.1 KM (0.70 MI) WEST FROM HELENA.
 GJ0440'HELENA, 0.73 MILES WEST OF, NEAR 1/4 CORNER WEST SIDE SECTION 21, T.
 GJ0440'24 N., R. 10 W., 35 FEET WEST OF MILEPOST 570, 11 FEET NORTH OF
 GJ0440'TRACK, AND 22 FEET EAST OF ROAD, IN CENTER OF TOP FACE OF CONCRETE
 GJ0440'CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0441 ***********************************************************************
 GJ0441  DESIGNATION -  H 13 W
 GJ0441  PID         -  GJ0441
 GJ0441  STATE/COUNTY-  OK/ALFALFA
 GJ0441  COUNTRY     -  US
 GJ0441  USGS QUAD   -  HELENA (2018)
 GJ0441
 GJ0441                         *CURRENT SURVEY CONTROL
 GJ0441  ______________________________________________________________________
 GJ0441* NAD 83(1986) POSITION- 36 32 32.     (N) 098 18 04.     (W)   SCALED
 GJ0441* NAVD 88 ORTHO HEIGHT -   431.220 (meters)     1414.76  (feet) ADJUSTED
 GJ0441  ______________________________________________________________________
 GJ0441  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 GJ0441  DYNAMIC HEIGHT  -        430.842 (meters)     1413.52  (feet) COMP
 GJ0441  MODELED GRAVITY -    979,742.3   (mgal)                       NAVD 88
 GJ0441
 GJ0441  VERT ORDER      -  FIRST     CLASS II
 GJ0441
 GJ0441.The horizontal coordinates were scaled from a map and have
 GJ0441.an estimated accuracy of +/- 6 seconds.
 GJ0441
 GJ0441.The orthometric height was determined by differential leveling and
 GJ0441.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0441.in June 1991.
 GJ0441
 GJ0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0441.GEOID18 height accuracy estimate available here.
 GJ0441
 GJ0441.Click photographs - Photos may exist for this station.
 GJ0441
 GJ0441.The dynamic height is computed by dividing the NAVD 88
 GJ0441.geopotential number by the normal gravity value computed on the
 GJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0441.degrees latitude (g = 980.6199 gals.).
 GJ0441
 GJ0441.The modeled gravity was interpolated from observed gravity values.
 GJ0441
 GJ0441;                    North         East    Units  Estimated Accuracy
 GJ0441;SPC OK N     -   171,160.      573,040.      MT  (+/- 180 meters Scaled)
 GJ0441
 GJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF625443(NAD 83)
 GJ0441
 GJ0441                          SUPERSEDED SURVEY CONTROL
 GJ0441
 GJ0441  NGVD 29 (04/22/92)  431.065  (m)         1414.25   (f) ADJUSTED    1 2
 GJ0441
 GJ0441.Superseded values are not recommended for survey control.
 GJ0441
 GJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0441.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0441
 GJ0441_MARKER: X = CHISELED CROSS
 GJ0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0441_SP_SET: TOP OF SECTION OF RAIL
 GJ0441_MARK LOGO: NONE
 GJ0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0441
 GJ0441  HISTORY     - Date     Condition        Report By
 GJ0441  HISTORY     - 1928     MONUMENTED       USGS
 GJ0441
 GJ0441                          STATION DESCRIPTION
 GJ0441
 GJ0441'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0441'2.9 KM (1.80 MI) WEST FROM HELENA.
 GJ0441'HELENA, 1.78 MILES WEST OF, NEAR 1/4 CORNER WEST SIDE SECTION 20, T.
 GJ0441'24 N., R. 10 W., 47 FEET NORTH OF TRACK AND 41 FEET EAST OF ROAD, 10
 GJ0441'FEET EAST BY 1.5 FEET SOUTH OF 3 WAY FENCE LINE, ON TOP OF SECTION OF
 GJ0441'RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0277 ***********************************************************************
 GH0277  DESIGNATION -  H 130
 GH0277  PID         -  GH0277
 GH0277  STATE/COUNTY-  OK/KAY
 GH0277  COUNTRY     -  US
 GH0277  USGS QUAD   -  PONCA CITY (2018)
 GH0277
 GH0277                         *CURRENT SURVEY CONTROL
 GH0277  ______________________________________________________________________
 GH0277* NAD 83(1986) POSITION- 36 43 03.76   (N) 097 05 01.32   (W)   HD_HELD1
 GH0277* NAVD 88 ORTHO HEIGHT -   311.677 (meters)     1022.56  (feet) ADJUSTED
 GH0277  ______________________________________________________________________
 GH0277  GEOID HEIGHT    -        -28.883 (meters)                     GEOID18
 GH0277  DYNAMIC HEIGHT  -        311.411 (meters)     1021.69  (feet) COMP
 GH0277  MODELED GRAVITY -    979,769.2   (mgal)                       NAVD 88
 GH0277
 GH0277  VERT ORDER      -  SECOND    CLASS 0
 GH0277
 GH0277.The horizontal coordinates were determined by differentially corrected
 GH0277.hand held GPS observations or other comparable positioning techniques
 GH0277.and have an estimated accuracy of +/- 3 meters.
 GH0277
 GH0277.The orthometric height was determined by differential leveling and
 GH0277.adjusted by the NATIONAL GEODETIC SURVEY
 GH0277.in June 1991.
 GH0277
 GH0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0277.GEOID18 height accuracy estimate available here.
 GH0277
 GH0277.Click photographs - Photos may exist for this station.
 GH0277
 GH0277.The dynamic height is computed by dividing the NAVD 88
 GH0277.geopotential number by the normal gravity value computed on the
 GH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0277.degrees latitude (g = 980.6199 gals.).
 GH0277
 GH0277.The modeled gravity was interpolated from observed gravity values.
 GH0277
 GH0277;                    North         East    Units  Estimated Accuracy
 GH0277;SPC OK N     -   190,976.8     681,860.0     MT  (+/- 3 meters HH1 GPS) 
 GH0277
 GH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7114265269(NAD 83)
 GH0277
 GH0277                          SUPERSEDED SURVEY CONTROL
 GH0277
 GH0277  NGVD 29 (??/??/92)  311.550  (m)         1022.14   (f) ADJ UNCH    2 0
 GH0277
 GH0277.Superseded values are not recommended for survey control.
 GH0277
 GH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0277.See file dsdata.pdf to determine how the superseded data were derived.
 GH0277
 GH0277_MARKER: DB = BENCH MARK DISK
 GH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0277_STAMPING: H 130 1934
 GH0277_MARK LOGO: CGS
 GH0277_PROJECTION: FLUSH
 GH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0277+STABILITY: SURFACE MOTION
 GH0277
 GH0277  HISTORY     - Date     Condition        Report By
 GH0277  HISTORY     - 1934     MONUMENTED       CGS
 GH0277  HISTORY     - 1966     GOOD             CGS
 GH0277
 GH0277                          STATION DESCRIPTION
 GH0277
 GH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0277'1 MI N FROM PONCA CITY.
 GH0277'ABOUT 0.9 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0277'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 1,200
 GH0277'FEET NORTH OF MILEPOST 288, ABOUT 480 FEET NORTH OF SEMAPHORE
 GH0277'287.3, AT THE ALBANY STREET CROSSING, 27 FEET EAST OF THE CENTER
 GH0277'LINE OF THE MAIN TRACK, 25 FEET NORTH OF THE CENTER LINE OF THE
 GH0277'STREET, AND 2.6 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 GH0277'H 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0277
 GH0277                          STATION RECOVERY (1966)
 GH0277
 GH0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 GH0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0226 ***********************************************************************
 GH0226  DESIGNATION -  H 131
 GH0226  PID         -  GH0226
 GH0226  STATE/COUNTY-  OK/KAY
 GH0226  COUNTRY     -  US
 GH0226  USGS QUAD   -  NARDIN (2018)
 GH0226
 GH0226                         *CURRENT SURVEY CONTROL
 GH0226  ______________________________________________________________________
 GH0226* NAD 83(1986) POSITION- 36 48 13.73   (N) 097 23 28.03   (W)   HD_HELD1
 GH0226* NAVD 88 ORTHO HEIGHT -   324.858 (meters)     1065.81  (feet) ADJUSTED
 GH0226  ______________________________________________________________________
 GH0226  GEOID HEIGHT    -        -28.596 (meters)                     GEOID18
 GH0226  DYNAMIC HEIGHT  -        324.582 (meters)     1064.90  (feet) COMP
 GH0226  MODELED GRAVITY -    979,774.8   (mgal)                       NAVD 88
 GH0226
 GH0226  VERT ORDER      -  SECOND    CLASS 0
 GH0226
 GH0226.The horizontal coordinates were determined by differentially corrected
 GH0226.hand held GPS observations or other comparable positioning techniques
 GH0226.and have an estimated accuracy of +/- 3 meters.
 GH0226
 GH0226.The orthometric height was determined by differential leveling and
 GH0226.adjusted by the NATIONAL GEODETIC SURVEY
 GH0226.in June 1991.
 GH0226
 GH0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0226.GEOID18 height accuracy estimate available here.
 GH0226
 GH0226.Click photographs - Photos may exist for this station.
 GH0226
 GH0226.The dynamic height is computed by dividing the NAVD 88
 GH0226.geopotential number by the normal gravity value computed on the
 GH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0226.degrees latitude (g = 980.6199 gals.).
 GH0226
 GH0226.The modeled gravity was interpolated from observed gravity values.
 GH0226
 GH0226;                    North         East    Units  Estimated Accuracy
 GH0226;SPC OK N     -   200,316.0     654,336.4     MT  (+/- 3 meters HH1 GPS) 
 GH0226
 GH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4352474316(NAD 83)
 GH0226
 GH0226                          SUPERSEDED SURVEY CONTROL
 GH0226
 GH0226  NGVD 29 (??/??/92)  324.752  (m)         1065.46   (f) ADJ UNCH    2 0
 GH0226
 GH0226.Superseded values are not recommended for survey control.
 GH0226
 GH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0226.See file dsdata.pdf to determine how the superseded data were derived.
 GH0226
 GH0226_MARKER: DB = BENCH MARK DISK
 GH0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0226_STAMPING: H 131 1934
 GH0226_MARK LOGO: CGS
 GH0226_PROJECTION: FLUSH
 GH0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0226+STABILITY: SURFACE MOTION
 GH0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0226+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 GH0226
 GH0226  HISTORY     - Date     Condition        Report By
 GH0226  HISTORY     - 1934     MONUMENTED       CGS
 GH0226  HISTORY     - 19970402 GOOD             NGS
 GH0226  HISTORY     - 20180710 GOOD             OKDOT
 GH0226
 GH0226                          STATION DESCRIPTION
 GH0226
 GH0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0226'3 MI E FROM NARDIN.
 GH0226'ABOUT 3.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0226'RAILWAY FROM THE STATION AT NARDIN, KAY COUNTY, ABOUT 0.4
 GH0226'MILE EAST OF MILEPOST 121, 60 FEET SOUTHEAST OF THE SOUTHEAST
 GH0226'END OF WOODEN TRESTLE 121 A, AT A GRAVEL-ROAD CROSSING,
 GH0226'43.4 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 27 FEET WEST
 GH0226'OF THE CENTER LINE OF THE ROAD, AND 2.8 FEET NORTHEAST OF A
 GH0226'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED H 131 1934
 GH0226'AND SET IN THE TOP OF A CONCRETE POST.
 GH0226
 GH0226                          STATION RECOVERY (1997)
 GH0226
 GH0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GH0226'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 GH0226'NARDIN, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 GH0226'ROAD, THENCE 4.8 KM (3.00 MI) EASTERLY ALONG A GRAVELED ROAD, THENCE
 GH0226'0.8 KM (0.50 MI) NORTHERLY ALONG A GRAVELED ROAD, 15.0 M (49.2 FT)
 GH0226'SOUTH OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED) , 9.0 M (29.5
 GH0226'FT) WEST OF THE ROAD CENTER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 GH0226'ROAD, 0.3 M (1.0 FT) EAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 GH0226'THE GROUND SURFACE.
 GH0226
 GH0226                          STATION RECOVERY (2018)
 GH0226
 GH0226'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0226'IT IS 3 FT (0.9 M) NORTHEAST OF A WOODEN FENCE CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0204 ***********************************************************************
 GH0204  DESIGNATION -  H 132
 GH0204  PID         -  GH0204
 GH0204  STATE/COUNTY-  OK/OSAGE
 GH0204  COUNTRY     -  US
 GH0204  USGS QUAD   -  GRAINOLA (2018)
 GH0204
 GH0204                         *CURRENT SURVEY CONTROL
 GH0204  ______________________________________________________________________
 GH0204* NAD 83(1986) POSITION- 36 57 42.     (N) 096 39 39.     (W)   SCALED
 GH0204* NAVD 88 ORTHO HEIGHT -   372.264 (meters)     1221.34  (feet) ADJUSTED
 GH0204  ______________________________________________________________________
 GH0204  GEOID HEIGHT    -        -29.097 (meters)                     GEOID18
 GH0204  DYNAMIC HEIGHT  -        371.951 (meters)     1220.31  (feet) COMP
 GH0204  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 GH0204
 GH0204  VERT ORDER      -  SECOND    CLASS 0
 GH0204
 GH0204.The horizontal coordinates were scaled from a map and have
 GH0204.an estimated accuracy of +/- 6 seconds.
 GH0204
 GH0204.The orthometric height was determined by differential leveling and
 GH0204.adjusted by the NATIONAL GEODETIC SURVEY
 GH0204.in June 1991.
 GH0204
 GH0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0204.GEOID18 height accuracy estimate available here.
 GH0204
 GH0204.Click photographs - Photos may exist for this station.
 GH0204
 GH0204.The dynamic height is computed by dividing the NAVD 88
 GH0204.geopotential number by the normal gravity value computed on the
 GH0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0204.degrees latitude (g = 980.6199 gals.).
 GH0204
 GH0204.The modeled gravity was interpolated from observed gravity values.
 GH0204
 GH0204;                    North         East    Units  Estimated Accuracy
 GH0204;SPC OK N     -   218,490.      719,260.      MT  (+/- 180 meters Scaled)
 GH0204
 GH0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF082931(NAD 83)
 GH0204
 GH0204                          SUPERSEDED SURVEY CONTROL
 GH0204
 GH0204  NGVD 29 (??/??/92)  372.129  (m)         1220.89   (f) ADJ UNCH    2 0
 GH0204
 GH0204.Superseded values are not recommended for survey control.
 GH0204
 GH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0204.See file dsdata.pdf to determine how the superseded data were derived.
 GH0204
 GH0204_MARKER: DB = BENCH MARK DISK
 GH0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0204_STAMPING: H 132 1934
 GH0204_MARK LOGO: CGS
 GH0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0204+STABILITY: SURFACE MOTION
 GH0204
 GH0204  HISTORY     - Date     Condition        Report By
 GH0204  HISTORY     - 1934     MONUMENTED       CGS
 GH0204
 GH0204                          STATION DESCRIPTION
 GH0204
 GH0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0204'1.9 MI NW FROM GRAINOLA.
 GH0204'1.9 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0204'THE STATION AT GRAINOLA, OSAGE COUNTY, 130 FEET SOUTH OF MILEPOST
 GH0204'234, 12.6 FEET EAST OF A POLE, 45 FEET EAST OF THE CENTER LINE
 GH0204'OF THE TRACK, AND 5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 GH0204'STANDARD DISK, STAMPED H 132 1934 AND SET IN THE TOP OF A
 GH0204'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0019 ***********************************************************************
 GH0019  DESIGNATION -  H 133
 GH0019  PID         -  GH0019
 GH0019  STATE/COUNTY-  OK/OSAGE
 GH0019  COUNTRY     -  US
 GH0019  USGS QUAD   -  BARNSDALL (2018)
 GH0019
 GH0019                         *CURRENT SURVEY CONTROL
 GH0019  ______________________________________________________________________
 GH0019* NAD 83(1986) POSITION- 36 36 15.     (N) 096 11 54.     (W)   SCALED
 GH0019* NAVD 88 ORTHO HEIGHT -   230.324 (meters)      755.65  (feet) ADJUSTED
 GH0019  ______________________________________________________________________
 GH0019  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 GH0019  DYNAMIC HEIGHT  -        230.136 (meters)      755.04  (feet) COMP
 GH0019  MODELED GRAVITY -    979,810.6   (mgal)                       NAVD 88
 GH0019
 GH0019  VERT ORDER      -  SECOND    CLASS 0
 GH0019
 GH0019.The horizontal coordinates were scaled from a map and have
 GH0019.an estimated accuracy of +/- 6 seconds.
 GH0019
 GH0019.The orthometric height was determined by differential leveling and
 GH0019.adjusted by the NATIONAL GEODETIC SURVEY
 GH0019.in June 1991.
 GH0019
 GH0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0019.GEOID18 height accuracy estimate available here.
 GH0019
 GH0019.Click photographs - Photos may exist for this station.
 GH0019
 GH0019.The dynamic height is computed by dividing the NAVD 88
 GH0019.geopotential number by the normal gravity value computed on the
 GH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0019.degrees latitude (g = 980.6199 gals.).
 GH0019
 GH0019.The modeled gravity was interpolated from observed gravity values.
 GH0019
 GH0019;                    North         East    Units  Estimated Accuracy
 GH0019;SPC OK N     -   179,490.      761,180.      MT  (+/- 180 meters Scaled)
 GH0019
 GH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF505546(NAD 83)
 GH0019
 GH0019                          SUPERSEDED SURVEY CONTROL
 GH0019
 GH0019  NGVD 29 (??/??/92)  230.214  (m)          755.29   (f) ADJ UNCH    2 0
 GH0019
 GH0019.Superseded values are not recommended for survey control.
 GH0019
 GH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0019.See file dsdata.pdf to determine how the superseded data were derived.
 GH0019
 GH0019_MARKER: DB = BENCH MARK DISK
 GH0019_SETTING: 66 = SET IN ROCK OUTCROP
 GH0019_STAMPING: H 133 1934
 GH0019_MARK LOGO: CGS
 GH0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0019+STABILITY: POSITION/ELEVATION WELL
 GH0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0019+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 GH0019
 GH0019  HISTORY     - Date     Condition        Report By
 GH0019  HISTORY     - 1934     MONUMENTED       CGS
 GH0019  HISTORY     - 20121205 GOOD             OKDOT
 GH0019
 GH0019                          STATION DESCRIPTION
 GH0019
 GH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0019'3.6 MI NW FROM BARNSDALL.
 GH0019'3.6 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0019'STATION AT BARNSDALL, OSAGE COUNTY, 0.6 MILE NORTHWEST OF THE
 GH0019'SIDING AT TALLANT, 900 FEET SOUTHEAST OF MILEPOST 191, 200 FEET
 GH0019'SOUTHEAST OF POLE HE 42, 100 FEET SOUTHEAST OF THE SOUTHEAST
 GH0019'END OF A CURVE, 11.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GH0019'TRACK, IN THE SIDE OF A SANDSTONE CLIFF, AND 4.5 FEET ABOVE THE
 GH0019'TRACK.  A STANDARD DISK, STAMPED H 133 1934 AND SET VERTICALLY.
 GH0019
 GH0019                          STATION RECOVERY (2012)
 GH0019
 GH0019'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2012 (MWF)
 GH0019'TRAIN TRACKS ARE NOW REMOVED. THE RAILROAD BED IS STILL EASILY
 GH0019'IDENTIFIABLE. HEAVY TREE CANOPY WILL MAKE GPS NOT PRACTICLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0037 ***********************************************************************
 GH0037  DESIGNATION -  H 134
 GH0037  PID         -  GH0037
 GH0037  STATE/COUNTY-  OK/OSAGE
 GH0037  COUNTRY     -  US
 GH0037  USGS QUAD   -  NELAGONEY (2018)
 GH0037
 GH0037                         *CURRENT SURVEY CONTROL
 GH0037  ______________________________________________________________________
 GH0037* NAD 83(1986) POSITION- 36 40 23.     (N) 096 12 57.     (W)   SCALED
 GH0037* NAVD 88 ORTHO HEIGHT -   264.113 (meters)      866.51  (feet) ADJUSTED
 GH0037  ______________________________________________________________________
 GH0037  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 GH0037  DYNAMIC HEIGHT  -        263.899 (meters)      865.81  (feet) COMP
 GH0037  MODELED GRAVITY -    979,815.9   (mgal)                       NAVD 88
 GH0037
 GH0037  VERT ORDER      -  SECOND    CLASS 0
 GH0037
 GH0037.The horizontal coordinates were scaled from a map and have
 GH0037.an estimated accuracy of +/- 6 seconds.
 GH0037
 GH0037.The orthometric height was determined by differential leveling and
 GH0037.adjusted by the NATIONAL GEODETIC SURVEY
 GH0037.in June 1991.
 GH0037
 GH0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0037.GEOID18 height accuracy estimate available here.
 GH0037
 GH0037.Click photographs - Photos may exist for this station.
 GH0037
 GH0037.The dynamic height is computed by dividing the NAVD 88
 GH0037.geopotential number by the normal gravity value computed on the
 GH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0037.degrees latitude (g = 980.6199 gals.).
 GH0037
 GH0037.The modeled gravity was interpolated from observed gravity values.
 GH0037
 GH0037;                    North         East    Units  Estimated Accuracy
 GH0037;SPC OK N     -   187,100.      759,480.      MT  (+/- 180 meters Scaled)
 GH0037
 GH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF488622(NAD 83)
 GH0037
 GH0037                          SUPERSEDED SURVEY CONTROL
 GH0037
 GH0037  NGVD 29 (??/??/92)  263.998  (m)          866.13   (f) ADJ UNCH    2 0
 GH0037
 GH0037.Superseded values are not recommended for survey control.
 GH0037
 GH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0037.See file dsdata.pdf to determine how the superseded data were derived.
 GH0037
 GH0037_MARKER: DB = BENCH MARK DISK
 GH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0037_STAMPING: H 134 1934
 GH0037_MARK LOGO: CGS
 GH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0037+STABILITY: SURFACE MOTION
 GH0037
 GH0037  HISTORY     - Date     Condition        Report By
 GH0037  HISTORY     - 1934     MONUMENTED       CGS
 GH0037  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0037  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GH0037
 GH0037                          STATION DESCRIPTION
 GH0037
 GH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0037'3.6 MI NE FROM NELAGONY.
 GH0037'3.6 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0037'FROM THE STATION AT NELAGONY, OSAGE COUNTY, 135 FEET SOUTH OF THE
 GH0037'SIGNBOARD AT THE SPUR AT KIHEKI, 0.4 MILE NORTH OF MILEPOST 214,
 GH0037'135 FEET SOUTH OF THE SPUR SWITCH STAND, 48.3 FEET SOUTHEAST OF THE
 GH0037'CENTERLINE OF THE MAIN TRACK, AND 48 FEET NORTHEAST OF POLE 1677.
 GH0037'A STANDARD DISK, STAMPED H 134 1934 AND SET IN THE TOP OF A
 GH0037'CONCRETE POST.
 GH0037
 GH0037                          STATION RECOVERY (1988)
 GH0037
 GH0037'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0037'MARK NOT FOUND.
 GH0037
 GH0037                          STATION RECOVERY (1989)
 GH0037
 GH0037'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0501 ***********************************************************************
 GG0501  DESIGNATION -  H 135
 GG0501  PID         -  GG0501
 GG0501  STATE/COUNTY-  OK/WASHINGTON
 GG0501  COUNTRY     -  US
 GG0501  USGS QUAD   -  OGLESBY (2018)
 GG0501
 GG0501                         *CURRENT SURVEY CONTROL
 GG0501  ______________________________________________________________________
 GG0501* NAD 83(1986) POSITION- 36 43 40.     (N) 095 49 17.     (W)   SCALED
 GG0501* NAVD 88 ORTHO HEIGHT -   217.062 (meters)      712.14  (feet) ADJUSTED
 GG0501  ______________________________________________________________________
 GG0501  GEOID HEIGHT    -        -29.280 (meters)                     GEOID18
 GG0501  DYNAMIC HEIGHT  -        216.882 (meters)      711.55  (feet) COMP
 GG0501  MODELED GRAVITY -    979,797.2   (mgal)                       NAVD 88
 GG0501
 GG0501  VERT ORDER      -  SECOND    CLASS 0
 GG0501
 GG0501.The horizontal coordinates were scaled from a map and have
 GG0501.an estimated accuracy of +/- 6 seconds.
 GG0501
 GG0501.The orthometric height was determined by differential leveling and
 GG0501.adjusted by the NATIONAL GEODETIC SURVEY
 GG0501.in June 1991.
 GG0501
 GG0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0501.GEOID18 height accuracy estimate available here.
 GG0501
 GG0501.Click photographs - Photos may exist for this station.
 GG0501
 GG0501.The dynamic height is computed by dividing the NAVD 88
 GG0501.geopotential number by the normal gravity value computed on the
 GG0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0501.degrees latitude (g = 980.6199 gals.).
 GG0501
 GG0501.The modeled gravity was interpolated from observed gravity values.
 GG0501
 GG0501;                    North         East    Units  Estimated Accuracy
 GG0501;SPC OK N     -   193,890.      794,590.      MT  (+/- 180 meters Scaled)
 GG0501
 GG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA480683(NAD 83)
 GG0501
 GG0501                          SUPERSEDED SURVEY CONTROL
 GG0501
 GG0501  NGVD 29 (??/??/92)  216.938  (m)          711.74   (f) ADJ UNCH    2 0
 GG0501
 GG0501.Superseded values are not recommended for survey control.
 GG0501
 GG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0501.See file dsdata.pdf to determine how the superseded data were derived.
 GG0501
 GG0501_MARKER: DB = BENCH MARK DISK
 GG0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0501_SP_SET: BRIDGE
 GG0501_STAMPING: H 135 1934
 GG0501_MARK LOGO: CGS
 GG0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0501
 GG0501  HISTORY     - Date     Condition        Report By
 GG0501  HISTORY     - 1934     MONUMENTED       CGS
 GG0501
 GG0501                          STATION DESCRIPTION
 GG0501
 GG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0501'10.3 MI E FROM BARTLESVILLE.
 GG0501'10.3 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0501'AND SANTA FE RAILWAY STATION AT BARTLESVILLE, WASHINGTON COUNTY,
 GG0501'1.8 MILES EAST OF MIDWAY SCHOOL, AT THE STEEL BRIDGE OVER
 GG0501'HOGSHOOTER CREEK, IN THE TOP OF THE EAST RETAINING WALL, AND
 GG0501'13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GG0501'DISK, STAMPED H 135 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0025 ***********************************************************************
 GH0025  DESIGNATION -  H 136
 GH0025  PID         -  GH0025
 GH0025  STATE/COUNTY-  OK/OSAGE
 GH0025  COUNTRY     -  US
 GH0025  USGS QUAD   -  WYNONA (2018)
 GH0025
 GH0025                         *CURRENT SURVEY CONTROL
 GH0025  ______________________________________________________________________
 GH0025* NAD 83(1986) POSITION- 36 30 06.98   (N) 096 22 00.46   (W)   HD_HELD1
 GH0025* NAVD 88 ORTHO HEIGHT -   246.995 (meters)      810.35  (feet) ADJUSTED
 GH0025  ______________________________________________________________________
 GH0025  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 GH0025  DYNAMIC HEIGHT  -        246.790 (meters)      809.68  (feet) COMP
 GH0025  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 GH0025
 GH0025  VERT ORDER      -  SECOND    CLASS 0
 GH0025
 GH0025.The horizontal coordinates were determined by differentially corrected
 GH0025.hand held GPS observations or other comparable positioning techniques
 GH0025.and have an estimated accuracy of +/- 3 meters.
 GH0025
 GH0025.The orthometric height was determined by differential leveling and
 GH0025.adjusted by the NATIONAL GEODETIC SURVEY
 GH0025.in June 1991.
 GH0025
 GH0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0025.GEOID18 height accuracy estimate available here.
 GH0025
 GH0025.Click photographs - Photos may exist for this station.
 GH0025
 GH0025.The dynamic height is computed by dividing the NAVD 88
 GH0025.geopotential number by the normal gravity value computed on the
 GH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0025.degrees latitude (g = 980.6199 gals.).
 GH0025
 GH0025.The modeled gravity was interpolated from observed gravity values.
 GH0025
 GH0025;                    North         East    Units  Estimated Accuracy
 GH0025;SPC OK N     -   167,877.3     746,304.6     MT  (+/- 3 meters HH1 GPS) 
 GH0025
 GH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3583642848(NAD 83)
 GH0025
 GH0025                          SUPERSEDED SURVEY CONTROL
 GH0025
 GH0025  NGVD 29 (??/??/92)  246.890  (m)          810.00   (f) ADJ UNCH    2 0
 GH0025
 GH0025.Superseded values are not recommended for survey control.
 GH0025
 GH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0025.See file dsdata.pdf to determine how the superseded data were derived.
 GH0025
 GH0025_MARKER: DB = BENCH MARK DISK
 GH0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0025_STAMPING: H 136 1934
 GH0025_MARK LOGO: CGS
 GH0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0025+STABILITY: SURFACE MOTION
 GH0025
 GH0025  HISTORY     - Date     Condition        Report By
 GH0025  HISTORY     - 1934     MONUMENTED       CGS
 GH0025  HISTORY     - 1988     GOOD             USPSQD
 GH0025  HISTORY     - 1989     GOOD             USPSQD
 GH0025
 GH0025                          STATION DESCRIPTION
 GH0025
 GH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0025'4.3 MI S FROM WYNONA.
 GH0025'4.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0025'THE STATION AT WYNONA, OSAGE COUNTY, 2500 FEET SOUTH OF MILEPOST
 GH0025'229, 1700 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 48, 110
 GH0025'FEET SOUTH OF THE WEST END OF A CONCRETE CULVERT, 3.4 FEET WEST
 GH0025'OF THE FOURTEENTH POLE SOUTH OF MILEPOST 229, AND 36.8 FEET WEST
 GH0025'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 136
 GH0025'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0025
 GH0025                          STATION RECOVERY (1988)
 GH0025
 GH0025'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0025'RECOVERED IN GOOD CONDITION.
 GH0025
 GH0025                          STATION RECOVERY (1989)
 GH0025
 GH0025'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0432 ***********************************************************************
 GG0432  DESIGNATION -  H 137
 GG0432  PID         -  GG0432
 GG0432  STATE/COUNTY-  OK/TULSA
 GG0432  COUNTRY     -  US
 GG0432  USGS QUAD   -  TULSA (2019)
 GG0432
 GG0432                         *CURRENT SURVEY CONTROL
 GG0432  ______________________________________________________________________
 GG0432* NAD 83(1986) POSITION- 36 09 19.     (N) 095 59 01.     (W)   SCALED
 GG0432* NAVD 88 ORTHO HEIGHT -   217.468 (meters)      713.48  (feet) ADJUSTED
 GG0432  ______________________________________________________________________
 GG0432  GEOID HEIGHT    -        -28.905 (meters)                     GEOID18
 GG0432  DYNAMIC HEIGHT  -        217.278 (meters)      712.85  (feet) COMP
 GG0432  MODELED GRAVITY -    979,755.1   (mgal)                       NAVD 88
 GG0432
 GG0432  VERT ORDER      -  SECOND    CLASS 0
 GG0432
 GG0432.The horizontal coordinates were scaled from a map and have
 GG0432.an estimated accuracy of +/- 6 seconds.
 GG0432
 GG0432.The orthometric height was determined by differential leveling and
 GG0432.adjusted by the NATIONAL GEODETIC SURVEY
 GG0432.in June 1991.
 GG0432
 GG0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0432.GEOID18 height accuracy estimate available here.
 GG0432
 GG0432.Click photographs - Photos may exist for this station.
 GG0432
 GG0432.The dynamic height is computed by dividing the NAVD 88
 GG0432.geopotential number by the normal gravity value computed on the
 GG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0432.degrees latitude (g = 980.6199 gals.).
 GG0432
 GG0432.The modeled gravity was interpolated from observed gravity values.
 GG0432
 GG0432;                    North         East    Units  Estimated Accuracy
 GG0432;SPC OK N     -   130,070.      781,430.      MT  (+/- 180 meters Scaled)
 GG0432
 GG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA315052(NAD 83)
 GG0432
 GG0432                          SUPERSEDED SURVEY CONTROL
 GG0432
 GG0432  NGVD 29 (??/??/92)  217.348  (m)          713.08   (f) ADJ UNCH    2 0
 GG0432
 GG0432.Superseded values are not recommended for survey control.
 GG0432
 GG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0432.See file dsdata.pdf to determine how the superseded data were derived.
 GG0432
 GG0432_MARKER: DB = BENCH MARK DISK
 GG0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0432_SP_SET: PILASTER
 GG0432_STAMPING: H 137 1934
 GG0432_MARK LOGO: CGS
 GG0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0432
 GG0432  HISTORY     - Date     Condition        Report By
 GG0432  HISTORY     - 1934     MONUMENTED       CGS
 GG0432  HISTORY     - 1959     GOOD             CGS
 GG0432  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0432
 GG0432                          STATION DESCRIPTION
 GG0432
 GG0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0432'IN TULSA.
 GG0432'THE MIDLAND VALLEY RAILROAD STATION IS NOW USED AS A WAREHOUSE.
 GG0432'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS-- AT TULSA, TULSA
 GG0432'COUNTY, ON THE MIDLAND VALLEY RAILROAD, ABOUT 100 FEET SOUTH
 GG0432'OF EAST 3RD STREET 41.6 FEET SOUTH OF THE NORTHEAST CORNER OF
 GG0432'THE OLD RAILROAD STATION (NOW TOM P. MC DERMOTT, INC. WAREHOUSE
 GG0432'NO. 2), IN THE FACE OF THE SECOND CONCRETE PILASTER SOUTH OF THE
 GG0432'NORTHEAST CORNER, 29.5 FEET WEST OF THE CENTE LINE OF THE
 GG0432'MAIN TRACK, 7.4 FEET NORTH OF THE NORTH EDGE OF A LARGE
 GG0432'DOORWAY, AND 4.2 FEET ABOVE THE CONCRETE PLATFORM.  A STANDARD
 GG0432'DISK, STAMPED H 137 1934 AND SET VERTICALLY.
 GG0432
 GG0432                          STATION RECOVERY (1994)
 GG0432
 GG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0018 ***********************************************************************
 FJ0018  DESIGNATION -  H 138
 FJ0018  PID         -  FJ0018
 FJ0018  STATE/COUNTY-  OK/CREEK
 FJ0018  COUNTRY     -  US
 FJ0018  USGS QUAD   -  HEYBURN RESERVOIR (2018)
 FJ0018
 FJ0018                         *CURRENT SURVEY CONTROL
 FJ0018  ______________________________________________________________________
 FJ0018* NAD 83(1986) POSITION- 35 54 51.     (N) 096 16 21.     (W)   SCALED
 FJ0018* NAVD 88 ORTHO HEIGHT -   223.812 (meters)      734.29  (feet) ADJUSTED
 FJ0018  ______________________________________________________________________
 FJ0018  GEOID HEIGHT    -        -28.511 (meters)                     GEOID18
 FJ0018  DYNAMIC HEIGHT  -        223.613 (meters)      733.64  (feet) COMP
 FJ0018  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 FJ0018
 FJ0018  VERT ORDER      -  SECOND    CLASS 0
 FJ0018
 FJ0018.The horizontal coordinates were scaled from a map and have
 FJ0018.an estimated accuracy of +/- 6 seconds.
 FJ0018
 FJ0018.The orthometric height was determined by differential leveling and
 FJ0018.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0018.in June 1991.
 FJ0018
 FJ0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0018.GEOID18 height accuracy estimate available here.
 FJ0018
 FJ0018.Click photographs - Photos may exist for this station.
 FJ0018
 FJ0018.The dynamic height is computed by dividing the NAVD 88
 FJ0018.geopotential number by the normal gravity value computed on the
 FJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0018.degrees latitude (g = 980.6199 gals.).
 FJ0018
 FJ0018.The modeled gravity was interpolated from observed gravity values.
 FJ0018
 FJ0018;                    North         East    Units  Estimated Accuracy
 FJ0018;SPC OK N     -   102,820.      755,910.      MT  (+/- 180 meters Scaled)
 FJ0018
 FJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE461778(NAD 83)
 FJ0018
 FJ0018                          SUPERSEDED SURVEY CONTROL
 FJ0018
 FJ0018  NGVD 29 (??/??/92)  223.705  (m)          733.94   (f) ADJ UNCH    2 0
 FJ0018
 FJ0018.Superseded values are not recommended for survey control.
 FJ0018
 FJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0018.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0018
 FJ0018_MARKER: DB = BENCH MARK DISK
 FJ0018_STAMPING: H 138 1934
 FJ0018_MARK LOGO: CGS
 FJ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0018
 FJ0018  HISTORY     - Date     Condition        Report By
 FJ0018  HISTORY     - 1934     MONUMENTED       CGS
 FJ0018
 FJ0018                          STATION DESCRIPTION
 FJ0018
 FJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0018'4 MI SW FROM KELLYVILLE.
 FJ0018'4.0 MILES SOUTHWEST OF, 1000 FEET EAST OF WORMAN SIDING SIGN
 FJ0018'BOARD, 300 FEET EAST OF M.P. 449-25, 200 FEET SOUTHWEST OF WEST
 FJ0018'END OF WOODEN RY. TRESTLE 449.6, 180 FEET SOUTHWEST OF EAST
 FJ0018'SWITCH STAND TO WORMAN SIDING, 97.6 FEET SOUTH OF CENTERLINE OF
 FJ0018'MAIN LINE TRACK OF ST. LOUIS AND SAN FRANCISCO RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0724 ***********************************************************************
 FH0724  DESIGNATION -  H 139
 FH0724  PID         -  FH0724
 FH0724  STATE/COUNTY-  OK/WAGONER
 FH0724  COUNTRY     -  US
 FH0724  USGS QUAD   -  TAFT (2018)
 FH0724
 FH0724                         *CURRENT SURVEY CONTROL
 FH0724  ______________________________________________________________________
 FH0724* NAD 83(1986) POSITION- 35 52 24.     (N) 095 33 30.     (W)   SCALED
 FH0724* NAVD 88 ORTHO HEIGHT -   189.831 (meters)      622.80  (feet) ADJUSTED
 FH0724  ______________________________________________________________________
 FH0724  GEOID HEIGHT    -        -29.368 (meters)                     GEOID18
 FH0724  DYNAMIC HEIGHT  -        189.661 (meters)      622.25  (feet) COMP
 FH0724  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 FH0724
 FH0724  VERT ORDER      -  SECOND    CLASS 0
 FH0724
 FH0724.The horizontal coordinates were scaled from a map and have
 FH0724.an estimated accuracy of +/- 6 seconds.
 FH0724
 FH0724.The orthometric height was determined by differential leveling and
 FH0724.adjusted by the NATIONAL GEODETIC SURVEY
 FH0724.in June 1991.
 FH0724
 FH0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0724.GEOID18 height accuracy estimate available here.
 FH0724
 FH0724.Click photographs - Photos may exist for this station.
 FH0724
 FH0724.The dynamic height is computed by dividing the NAVD 88
 FH0724.geopotential number by the normal gravity value computed on the
 FH0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0724.degrees latitude (g = 980.6199 gals.).
 FH0724
 FH0724.The modeled gravity was interpolated from observed gravity values.
 FH0724
 FH0724;                    North         East    Units  Estimated Accuracy
 FH0724;SPC OK N     -    99,670.      820,470.      MT  (+/- 180 meters Scaled)
 FH0724
 FH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV690729(NAD 83)
 FH0724
 FH0724                          SUPERSEDED SURVEY CONTROL
 FH0724
 FH0724  NGVD 29 (??/??/92)  189.713  (m)          622.42   (f) ADJ UNCH    2 0
 FH0724
 FH0724.Superseded values are not recommended for survey control.
 FH0724
 FH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0724.See file dsdata.pdf to determine how the superseded data were derived.
 FH0724
 FH0724_MARKER: DB = BENCH MARK DISK
 FH0724_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0724_STAMPING: H 139 1934
 FH0724_MARK LOGO: CGS
 FH0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0724
 FH0724  HISTORY     - Date     Condition        Report By
 FH0724  HISTORY     - 1934     MONUMENTED       CGS
 FH0724  HISTORY     - 1960     GOOD             CGS
 FH0724
 FH0724                          STATION DESCRIPTION
 FH0724
 FH0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0724'1.9 MI E FROM RED BIRD.
 FH0724'RECOVERED AS DESCRIBED IN LITHOGRAPHED LIST REVISED 7/19/55 AND
 FH0724'IS ABOUT 0.2 MILE NORTH OF A FARMHOUSE THAT IS ON THE STATE
 FH0724'HIGHWAY 51B, 70 FEET EAST OF THE CENTER OF A STEEL GATE AND
 FH0724'1 FOOT SOUTH OF RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0039 ***********************************************************************
 GJ0039  DESIGNATION -  H 14
 GJ0039  PID         -  GJ0039
 GJ0039  STATE/COUNTY-  OK/ALFALFA
 GJ0039  COUNTRY     -  US
 GJ0039  USGS QUAD   -  HELENA (2018)
 GJ0039
 GJ0039                         *CURRENT SURVEY CONTROL
 GJ0039  ______________________________________________________________________
 GJ0039* NAD 83(1986) POSITION- 36 32 22.     (N) 098 19 06.     (W)   SCALED
 GJ0039* NAVD 88 ORTHO HEIGHT -   435.826 (meters)     1429.87  (feet) ADJUSTED
 GJ0039  ______________________________________________________________________
 GJ0039  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 GJ0039  DYNAMIC HEIGHT  -        435.443 (meters)     1428.62  (feet) COMP
 GJ0039  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 GJ0039
 GJ0039  VERT ORDER      -  FIRST     CLASS II
 GJ0039
 GJ0039.The horizontal coordinates were scaled from a map and have
 GJ0039.an estimated accuracy of +/- 6 seconds.
 GJ0039
 GJ0039.The orthometric height was determined by differential leveling and
 GJ0039.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0039.in June 1991.
 GJ0039
 GJ0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0039.GEOID18 height accuracy estimate available here.
 GJ0039
 GJ0039.Click photographs - Photos may exist for this station.
 GJ0039
 GJ0039.The dynamic height is computed by dividing the NAVD 88
 GJ0039.geopotential number by the normal gravity value computed on the
 GJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0039.degrees latitude (g = 980.6199 gals.).
 GJ0039
 GJ0039.The modeled gravity was interpolated from observed gravity values.
 GJ0039
 GJ0039;                    North         East    Units  Estimated Accuracy
 GJ0039;SPC OK N     -   170,860.      571,500.      MT  (+/- 180 meters Scaled)
 GJ0039
 GJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF610439(NAD 83)
 GJ0039
 GJ0039                          SUPERSEDED SURVEY CONTROL
 GJ0039
 GJ0039  NGVD 29 (04/22/92)  435.670  (m)         1429.36   (f) ADJUSTED    1 2
 GJ0039
 GJ0039.Superseded values are not recommended for survey control.
 GJ0039
 GJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0039.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0039
 GJ0039_MARKER: DB = BENCH MARK DISK
 GJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0039_STAMPING: H 14 1928
 GJ0039_MARK LOGO: USGS
 GJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0039+STABILITY: SURFACE MOTION
 GJ0039
 GJ0039  HISTORY     - Date     Condition        Report By
 GJ0039  HISTORY     - 1928     MONUMENTED       USGS
 GJ0039  HISTORY     - 1934     GOOD             CGS
 GJ0039  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0039
 GJ0039                          STATION DESCRIPTION
 GJ0039
 GJ0039'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0039'2 MI E FROM MC WILLIE.
 GJ0039'ABOUT 2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0039'FROM MC WILLIE, ALFALFA COUNTY, 37 FEET EAST OF A ROAD, 52 FEET
 GJ0039'NORTH OF THE TRACK, 3 FEET NORTHEAST OF A THREE-WAY FENCE,
 GJ0039'AND NEAR A POLE MARKED U.S.P.B.M. 1429.  A UNITED STATES
 GJ0039'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 14 1928 AND SET IN THE
 GJ0039'TOP OF A CONCRETE POST.
 GJ0039
 GJ0039                          STATION RECOVERY (1934)
 GJ0039
 GJ0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0039'RECOVERED IN GOOD CONDITION.
 GJ0039
 GJ0039                          STATION RECOVERY (2022)
 GJ0039
 GJ0039'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0680 ***********************************************************************
 GK0680  DESIGNATION -  H 14
 GK0680  PID         -  GK0680
 GK0680  STATE/COUNTY-  OK/TEXAS
 GK0680  COUNTRY     -  US
 GK0680  USGS QUAD   -  GOODWELL (2018)
 GK0680
 GK0680                         *CURRENT SURVEY CONTROL
 GK0680  ______________________________________________________________________
 GK0680* NAD 83(1986) POSITION- 36 35 00.     (N) 101 38 41.     (W)   SCALED
 GK0680* NAVD 88 ORTHO HEIGHT -  1006.199 (meters)     3301.17  (feet) ADJUSTED
 GK0680  ______________________________________________________________________
 GK0680  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 GK0680  DYNAMIC HEIGHT  -       1005.130 (meters)     3297.66  (feet) COMP
 GK0680  MODELED GRAVITY -    979,535.0   (mgal)                       NAVD 88
 GK0680
 GK0680  VERT ORDER      -  FIRST     CLASS II
 GK0680
 GK0680.The horizontal coordinates were scaled from a map and have
 GK0680.an estimated accuracy of +/- 6 seconds.
 GK0680
 GK0680.The orthometric height was determined by differential leveling and
 GK0680.adjusted by the NATIONAL GEODETIC SURVEY
 GK0680.in June 1991.
 GK0680
 GK0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0680.GEOID18 height accuracy estimate available here.
 GK0680
 GK0680.Click photographs - Photos may exist for this station.
 GK0680
 GK0680.The dynamic height is computed by dividing the NAVD 88
 GK0680.geopotential number by the normal gravity value computed on the
 GK0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0680.degrees latitude (g = 980.6199 gals.).
 GK0680
 GK0680.The modeled gravity was interpolated from observed gravity values.
 GK0680
 GK0680;                    North         East    Units  Estimated Accuracy
 GK0680;SPC OK N     -   181,800.      273,900.      MT  (+/- 180 meters Scaled)
 GK0680
 GK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF633519(NAD 83)
 GK0680
 GK0680                          SUPERSEDED SURVEY CONTROL
 GK0680
 GK0680  NGVD 29 (??/??/92) 1005.729  (m)         3299.63   (f) ADJ UNCH    1 2
 GK0680
 GK0680.Superseded values are not recommended for survey control.
 GK0680
 GK0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0680.See file dsdata.pdf to determine how the superseded data were derived.
 GK0680
 GK0680_MARKER: DB = BENCH MARK DISK
 GK0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0680_STAMPING: H 14 1933
 GK0680_MARK LOGO: CGS
 GK0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0680+STABILITY: SURFACE MOTION
 GK0680
 GK0680  HISTORY     - Date     Condition        Report By
 GK0680  HISTORY     - 1933     MONUMENTED       CGS
 GK0680  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0680
 GK0680                          STATION DESCRIPTION
 GK0680
 GK0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0680'0.9 MI SW FROM GOODWELL.
 GK0680'0.9 MILE SOUTH WEST OF GOODWELL DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GK0680'OPPOSITE POLE, 2 POLES SOUTH WEST OF MILE POST NO. 485.  SET IN POST
 GK0680'48 FEET SOUTH EAST OF THE CENTER LINE OF THE TRACKS AND 50 FEET SOUTH
 GK0680'WEST OF RIGHT-OF-WAY FENCE CORNER AND 2 FEET NORTH WEST OF THE
 GK0680'RIGHT-OF-WAY FENCE.
 GK0680
 GK0680                          STATION RECOVERY (1973)
 GK0680
 GK0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0442 ***********************************************************************
 GJ0442  DESIGNATION -  H 14 X
 GJ0442  PID         -  GJ0442
 GJ0442  STATE/COUNTY-  OK/ALFALFA
 GJ0442  COUNTRY     -  US
 GJ0442  USGS QUAD   -  HELENA (2018)
 GJ0442
 GJ0442                         *CURRENT SURVEY CONTROL
 GJ0442  ______________________________________________________________________
 GJ0442* NAD 83(1986) POSITION- 36 32 12.     (N) 098 20 13.     (W)   SCALED
 GJ0442* NAVD 88 ORTHO HEIGHT -   436.611 (meters)     1432.45  (feet) ADJUSTED
 GJ0442  ______________________________________________________________________
 GJ0442  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 GJ0442  DYNAMIC HEIGHT  -        436.228 (meters)     1431.19  (feet) COMP
 GJ0442  MODELED GRAVITY -    979,739.6   (mgal)                       NAVD 88
 GJ0442
 GJ0442  VERT ORDER      -  FIRST     CLASS II
 GJ0442
 GJ0442.The horizontal coordinates were scaled from a map and have
 GJ0442.an estimated accuracy of +/- 6 seconds.
 GJ0442
 GJ0442.The orthometric height was determined by differential leveling and
 GJ0442.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0442.in June 1991.
 GJ0442
 GJ0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0442.GEOID18 height accuracy estimate available here.
 GJ0442
 GJ0442.Click photographs - Photos may exist for this station.
 GJ0442
 GJ0442.The dynamic height is computed by dividing the NAVD 88
 GJ0442.geopotential number by the normal gravity value computed on the
 GJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0442.degrees latitude (g = 980.6199 gals.).
 GJ0442
 GJ0442.The modeled gravity was interpolated from observed gravity values.
 GJ0442
 GJ0442;                    North         East    Units  Estimated Accuracy
 GJ0442;SPC OK N     -   170,550.      569,830.      MT  (+/- 180 meters Scaled)
 GJ0442
 GJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF593436(NAD 83)
 GJ0442
 GJ0442                          SUPERSEDED SURVEY CONTROL
 GJ0442
 GJ0442  NGVD 29 (04/22/92)  436.455  (m)         1431.94   (f) ADJUSTED    1 2
 GJ0442
 GJ0442.Superseded values are not recommended for survey control.
 GJ0442
 GJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0442.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0442
 GJ0442_MARKER: Q = CHISELED SQUARE
 GJ0442_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 GJ0442_SP_SET: TOP OF CONCRETE HEAEWALL
 GJ0442_MARK LOGO: NONE
 GJ0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0442
 GJ0442  HISTORY     - Date     Condition        Report By
 GJ0442  HISTORY     - 1928     MONUMENTED       USGS
 GJ0442
 GJ0442                          STATION DESCRIPTION
 GJ0442
 GJ0442'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0442'6.1 KM (3.80 MI) WEST FROM HELENA.
 GJ0442'MCWILLIE, 1.00 MILE EAST OF, SOUTHEAST 1/4 SECTION 23, T. 24 N., R. 11
 GJ0442'W., 7.5 FEET NORTH OF TRACK, AND 85 FEET WEST OF ROAD, IN CENTER OF
 GJ0442'TOP FACE OF CONCRETE CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0292 ***********************************************************************
 FH0292  DESIGNATION -  H 140
 FH0292  PID         -  FH0292
 FH0292  STATE/COUNTY-  OK/HASKELL
 FH0292  COUNTRY     -  US
 FH0292  USGS QUAD   -  KEOTA (2018)
 FH0292
 FH0292                         *CURRENT SURVEY CONTROL
 FH0292  ______________________________________________________________________
 FH0292* NAD 83(1986) POSITION- 35 15 38.     (N) 094 56 28.     (W)   SCALED
 FH0292* NAVD 88 ORTHO HEIGHT -   140.617 (meters)      461.34  (feet) ADJUSTED
 FH0292  ______________________________________________________________________
 FH0292  GEOID HEIGHT    -        -30.716 (meters)                     GEOID18
 FH0292  DYNAMIC HEIGHT  -        140.480 (meters)      460.89  (feet) COMP
 FH0292  MODELED GRAVITY -    979,664.1   (mgal)                       NAVD 88
 FH0292
 FH0292  VERT ORDER      -  SECOND    CLASS 0
 FH0292
 FH0292.The horizontal coordinates were scaled from a map and have
 FH0292.an estimated accuracy of +/- 6 seconds.
 FH0292
 FH0292.The orthometric height was determined by differential leveling and
 FH0292.adjusted by the NATIONAL GEODETIC SURVEY
 FH0292.in June 1991.
 FH0292
 FH0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0292.GEOID18 height accuracy estimate available here.
 FH0292
 FH0292.Click photographs - Photos may exist for this station.
 FH0292
 FH0292.The dynamic height is computed by dividing the NAVD 88
 FH0292.geopotential number by the normal gravity value computed on the
 FH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0292.degrees latitude (g = 980.6199 gals.).
 FH0292
 FH0292.The modeled gravity was interpolated from observed gravity values.
 FH0292
 FH0292;                    North         East    Units  Estimated Accuracy
 FH0292;SPC OK S     -   218,000.      878,310.      MT  (+/- 180 meters Scaled)
 FH0292
 FH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV234036(NAD 83)
 FH0292
 FH0292                          SUPERSEDED SURVEY CONTROL
 FH0292
 FH0292  NGVD 29 (??/??/92)  140.516  (m)          461.01   (f) ADJ UNCH    2 0
 FH0292
 FH0292.Superseded values are not recommended for survey control.
 FH0292
 FH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0292.See file dsdata.pdf to determine how the superseded data were derived.
 FH0292
 FH0292_MARKER: DB = BENCH MARK DISK
 FH0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0292_SP_SET: BRIDGE PIER
 FH0292_STAMPING: H 140 1934
 FH0292_MARK LOGO: CGS
 FH0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0292
 FH0292  HISTORY     - Date     Condition        Report By
 FH0292  HISTORY     - 1934     MONUMENTED       CGS
 FH0292  HISTORY     - 1959     GOOD             CGS
 FH0292
 FH0292                          STATION DESCRIPTION
 FH0292
 FH0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0292'1.2 MI NW FROM KEOTA.
 FH0292'1.2 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0292'STATION AT KEOTA, HASKELL COUNTY, ABOUT 250 FEET WEST OF MILEPOST
 FH0292'42, ABOUT 200 FEET EAST OF THE CENTER OF A DIRT-ROAD CROSSING,
 FH0292'AT STEEL BRIDGE 42.0 OVER OTTER CREEK, IN THE TOP OF THE NORTHWEST
 FH0292'CORNER OF THE WEST STONE PIER, AND 10.6 FEET NORTH OF THE CENTERLINE
 FH0292'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0491 ***********************************************************************
 FJ0491  DESIGNATION -  H 141
 FJ0491  PID         -  FJ0491
 FJ0491  STATE/COUNTY-  OK/GRADY
 FJ0491  COUNTRY     -  US
 FJ0491  USGS QUAD   -  DIBBLE (2018)
 FJ0491
 FJ0491                         *CURRENT SURVEY CONTROL
 FJ0491  ______________________________________________________________________
 FJ0491* NAD 83(1986) POSITION- 35 05 34.12   (N) 097 44 58.01   (W)   HD_HELD1
 FJ0491* NAVD 88 ORTHO HEIGHT -   386.652 (meters)     1268.54  (feet) ADJUSTED
 FJ0491  ______________________________________________________________________
 FJ0491  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 FJ0491  DYNAMIC HEIGHT  -        386.267 (meters)     1267.28  (feet) COMP
 FJ0491  MODELED GRAVITY -    979,628.5   (mgal)                       NAVD 88
 FJ0491
 FJ0491  VERT ORDER      -  SECOND    CLASS 0
 FJ0491
 FJ0491.The horizontal coordinates were determined by differentially corrected
 FJ0491.hand held GPS observations or other comparable positioning techniques
 FJ0491.and have an estimated accuracy of +/- 3 meters.
 FJ0491
 FJ0491.The orthometric height was determined by differential leveling and
 FJ0491.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0491.in June 1991.
 FJ0491
 FJ0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0491.GEOID18 height accuracy estimate available here.
 FJ0491
 FJ0491.Click photographs - Photos may exist for this station.
 FJ0491
 FJ0491.The dynamic height is computed by dividing the NAVD 88
 FJ0491.geopotential number by the normal gravity value computed on the
 FJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0491.degrees latitude (g = 980.6199 gals.).
 FJ0491
 FJ0491.The modeled gravity was interpolated from observed gravity values.
 FJ0491
 FJ0491;                    North         East    Units  Estimated Accuracy
 FJ0491;SPC OK S     -   195,199.8     622,846.1     MT  (+/- 3 meters HH1 GPS) 
 FJ0491
 FJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1398984050(NAD 83)
 FJ0491
 FJ0491                          SUPERSEDED SURVEY CONTROL
 FJ0491
 FJ0491  NGVD 29 (??/??/92)  386.535  (m)         1268.16   (f) ADJ UNCH    2 0
 FJ0491
 FJ0491.Superseded values are not recommended for survey control.
 FJ0491
 FJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0491.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0491
 FJ0491_MARKER: DB = BENCH MARK DISK
 FJ0491_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0491_STAMPING: H 141 1934
 FJ0491_MARK LOGO: CGS
 FJ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0491
 FJ0491  HISTORY     - Date     Condition        Report By
 FJ0491  HISTORY     - 1934     MONUMENTED       CGS
 FJ0491  HISTORY     - 1963     GOOD             USGS
 FJ0491  HISTORY     - 1971     GOOD             NGS
 FJ0491
 FJ0491                          STATION DESCRIPTION
 FJ0491
 FJ0491'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FJ0491'8 MI W FROM BLANCHARD.
 FJ0491'BLANCHARD, 3.0 MILES SOUTH AND 5.0 MILES WEST OF, T. 7 N., R. 5 W.,
 FJ0491'IN THE S.W. 1/4 OF THE N.W. 1/2 OF THE S.E. 1/4 OF SEC. 8,
 FJ0491'892 FT. WEST OF CENTERLINE OF U.S. HWY. 62 AND 277 FROM A POINT
 FJ0491'IN LINE WITH FENCE EAST-WEST TO WHERE THE FENCE CROSSES THE CENTER
 FJ0491'OF THE OLD R.R. GRADE X-ING, THENCE 130 FT. SOUTHWEST ALONG OLD
 FJ0491'R.R. GRADE, THENCE 96 FT. SOUTHEAST (NORMAL) FROM CENTERLINE OF
 FJ0491'OLD R.R. GRADE, 127 FT. SOUTH AND 175 FT. EAST OF T-FENCE NORTH,
 FJ0491'141 FT. NORTHEAST OF NORTHEAST END OF FARM POND DAM, 116 FT.
 FJ0491'NORTHEAST OF R.M., IN CONCRETE POST PROJECTING 4 INCHES, STANDARD
 FJ0491'DISK STAMPED H 141 1934.
 FJ0491
 FJ0491                          STATION RECOVERY (1971)
 FJ0491
 FJ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FJ0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0378 ***********************************************************************
 EL0378  DESIGNATION -  H 142
 EL0378  PID         -  EL0378
 EL0378  STATE/COUNTY-  OK/GARVIN
 EL0378  COUNTRY     -  US
 EL0378  USGS QUAD   -  PAOLI (2018)
 EL0378
 EL0378                         *CURRENT SURVEY CONTROL
 EL0378  ______________________________________________________________________
 EL0378* NAD 83(1986) POSITION- 34 51 03.     (N) 097 15 19.     (W)   SCALED
 EL0378* NAVD 88 ORTHO HEIGHT -   285.764 (meters)      937.54  (feet) ADJUSTED
 EL0378  ______________________________________________________________________
 EL0378  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 EL0378  DYNAMIC HEIGHT  -        285.485 (meters)      936.63  (feet) COMP
 EL0378  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 EL0378
 EL0378  VERT ORDER      -  SECOND    CLASS 0
 EL0378
 EL0378.The horizontal coordinates were scaled from a map and have
 EL0378.an estimated accuracy of +/- 6 seconds.
 EL0378
 EL0378.The orthometric height was determined by differential leveling and
 EL0378.adjusted by the NATIONAL GEODETIC SURVEY
 EL0378.in June 1991.
 EL0378
 EL0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0378.GEOID18 height accuracy estimate available here.
 EL0378
 EL0378.Click photographs - Photos may exist for this station.
 EL0378
 EL0378.The dynamic height is computed by dividing the NAVD 88
 EL0378.geopotential number by the normal gravity value computed on the
 EL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0378.degrees latitude (g = 980.6199 gals.).
 EL0378
 EL0378.The modeled gravity was interpolated from observed gravity values.
 EL0378
 EL0378;                    North         East    Units  Estimated Accuracy
 EL0378;SPC OK S     -   168,580.      668,100.      MT  (+/- 180 meters Scaled)
 EL0378
 EL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD595578(NAD 83)
 EL0378
 EL0378                          SUPERSEDED SURVEY CONTROL
 EL0378
 EL0378  NGVD 29 (??/??/92)  285.679  (m)          937.27   (f) ADJ UNCH    2 0
 EL0378
 EL0378.Superseded values are not recommended for survey control.
 EL0378
 EL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0378.See file dsdata.pdf to determine how the superseded data were derived.
 EL0378
 EL0378_MARKER: DB = BENCH MARK DISK
 EL0378_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0378_STAMPING: H 142 1934
 EL0378_MARK LOGO: CGS
 EL0378_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0378
 EL0378  HISTORY     - Date     Condition        Report By
 EL0378  HISTORY     - 1934     MONUMENTED       CGS
 EL0378  HISTORY     - 1963     GOOD             USGS
 EL0378  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 EL0378
 EL0378                          STATION DESCRIPTION
 EL0378
 EL0378'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0378'2 MI NE FROM PAOLI.
 EL0378'PAOLI, 1.7 MILES NORTH AND 0.3 MILE EAST OF, T. 4 N., R. 1 W.,
 EL0378'IN THE N.W. 1/4 OF THE S.W. 1/4 OF THE N.E. 1/4 OF SEC. 1, 506
 EL0378'FT. NORTH ALONG THE R.R. TRACKS FROM THE MILE POST 504, 548 FT.
 EL0378'NORTH ALONG THE R.R. TRACKS FROM A 3 FT. CULVERT UNDER THE TRACKS,
 EL0378'50 FT. EAST AND 2.5 FT. BELOW CENTERLINE OF R.R. TRACKS, 56 FT.
 EL0378'NORTH OF A PUT-PUT SIDING, 2 FT. WEST OF EAST R.O.W. FENCE, IN
 EL0378'CONC. POST PROJECTING 0.4 FT.,
 EL0378'STANDARD DISK STAMPED H 142 1934 PAINTED S.M.
 EL0378
 EL0378                          STATION RECOVERY (2022)
 EL0378
 EL0378'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0341 ***********************************************************************
 FJ0341  DESIGNATION -  H 143
 FJ0341  PID         -  FJ0341
 FJ0341  STATE/COUNTY-  OK/CLEVELAND
 FJ0341  COUNTRY     -  US
 FJ0341  USGS QUAD   -  MOORE (2018)
 FJ0341
 FJ0341                         *CURRENT SURVEY CONTROL
 FJ0341  ______________________________________________________________________
 FJ0341* NAD 83(1986) POSITION- 35 18 01.     (N) 097 28 58.     (W)   SCALED
 FJ0341* NAVD 88 ORTHO HEIGHT -   360.492 (meters)     1182.71  (feet) ADJUSTED
 FJ0341  ______________________________________________________________________
 FJ0341  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 FJ0341  DYNAMIC HEIGHT  -        360.142 (meters)     1181.57  (feet) COMP
 FJ0341  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 FJ0341
 FJ0341  VERT ORDER      -  SECOND    CLASS 0
 FJ0341
 FJ0341.The horizontal coordinates were scaled from a map and have
 FJ0341.an estimated accuracy of +/- 6 seconds.
 FJ0341
 FJ0341.The orthometric height was determined by differential leveling and
 FJ0341.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0341.in August 1994.
 FJ0341
 FJ0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0341.GEOID18 height accuracy estimate available here.
 FJ0341
 FJ0341.Click photographs - Photos may exist for this station.
 FJ0341
 FJ0341.The dynamic height is computed by dividing the NAVD 88
 FJ0341.geopotential number by the normal gravity value computed on the
 FJ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0341.degrees latitude (g = 980.6199 gals.).
 FJ0341
 FJ0341.The modeled gravity was interpolated from observed gravity values.
 FJ0341
 FJ0341;                    North         East    Units  Estimated Accuracy
 FJ0341;SPC OK S     -   218,310.      647,040.      MT  (+/- 180 meters Scaled)
 FJ0341
 FJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE379073(NAD 83)
 FJ0341
 FJ0341                          SUPERSEDED SURVEY CONTROL
 FJ0341
 FJ0341  NAVD 88 (06/15/91)  360.560  (m)         1182.94   (f) SUPERSEDED  2 0
 FJ0341  NGVD 29 (??/??/92)  360.430  (m)         1182.51   (f) ADJ UNCH    2 0
 FJ0341
 FJ0341.Superseded values are not recommended for survey control.
 FJ0341
 FJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0341.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0341
 FJ0341_MARKER: DB = BENCH MARK DISK
 FJ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0341_STAMPING: H 143 1934
 FJ0341_MARK LOGO: CGS
 FJ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0341+STABILITY: SURFACE MOTION
 FJ0341
 FJ0341  HISTORY     - Date     Condition        Report By
 FJ0341  HISTORY     - 1934     MONUMENTED       CGS
 FJ0341  HISTORY     - 19850206 MARK NOT FOUND   USPSQD
 FJ0341  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0341
 FJ0341                          STATION DESCRIPTION
 FJ0341
 FJ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0341'2.6 MI S FROM MOORE.
 FJ0341'2.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0341'FROM THE STATION AT MOORE, 0.2 MILE NORTH OF MILEPOST 396,
 FJ0341'0.2 MILE SOUTH OF A ROAD CROSSING, 45.4 FEET WEST OF THE CENTERLINE
 FJ0341'OF THE TRACK, 5 FEET EAST OF A FENCE PARALLELING THE TRACK, AND
 FJ0341'4.4 FEET NORTH OF A POLE.  A STANDARD DISK STAMPED H 143 1934 AND
 FJ0341'SET IN THE TOP OF A CONCRETE POST.
 FJ0341
 FJ0341                          STATION RECOVERY (1985)
 FJ0341
 FJ0341'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0341'MARK NOT FOUND.
 FJ0341
 FJ0341                          STATION RECOVERY (1994)
 FJ0341
 FJ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0289 ***********************************************************************
 FJ0289  DESIGNATION -  H 144
 FJ0289  PID         -  FJ0289
 FJ0289  STATE/COUNTY-  OK/LOGAN
 FJ0289  COUNTRY     -  US
 FJ0289  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0289
 FJ0289                         *CURRENT SURVEY CONTROL
 FJ0289  ______________________________________________________________________
 FJ0289* NAD 83(1986) POSITION- 35 49 45.     (N) 097 26 14.     (W)   SCALED
 FJ0289* NAVD 88 ORTHO HEIGHT -   290.849 (meters)      954.23  (feet) ADJUSTED
 FJ0289  ______________________________________________________________________
 FJ0289  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 FJ0289  DYNAMIC HEIGHT  -        290.581 (meters)      953.35  (feet) COMP
 FJ0289  MODELED GRAVITY -    979,702.6   (mgal)                       NAVD 88
 FJ0289
 FJ0289  VERT ORDER      -  SECOND    CLASS 0
 FJ0289
 FJ0289.The horizontal coordinates were scaled from a map and have
 FJ0289.an estimated accuracy of +/- 6 seconds.
 FJ0289
 FJ0289.The orthometric height was determined by differential leveling and
 FJ0289.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0289.in June 1991.
 FJ0289
 FJ0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0289.GEOID18 height accuracy estimate available here.
 FJ0289
 FJ0289.Click photographs - Photos may exist for this station.
 FJ0289
 FJ0289.The dynamic height is computed by dividing the NAVD 88
 FJ0289.geopotential number by the normal gravity value computed on the
 FJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0289.degrees latitude (g = 980.6199 gals.).
 FJ0289
 FJ0289.The modeled gravity was interpolated from observed gravity values.
 FJ0289
 FJ0289;                    North         East    Units  Estimated Accuracy
 FJ0289;SPC OK N     -    92,150.      650,850.      MT  (+/- 180 meters Scaled)
 FJ0289
 FJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE411661(NAD 83)
 FJ0289
 FJ0289                          SUPERSEDED SURVEY CONTROL
 FJ0289
 FJ0289  NGVD 29 (??/??/92)  290.719  (m)          953.80   (f) ADJ UNCH    2 0
 FJ0289
 FJ0289.Superseded values are not recommended for survey control.
 FJ0289
 FJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0289.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0289
 FJ0289_MARKER: DB = BENCH MARK DISK
 FJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0289_STAMPING: H 144 1934
 FJ0289_MARK LOGO: CGS
 FJ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0289+STABILITY: SURFACE MOTION
 FJ0289
 FJ0289  HISTORY     - Date     Condition        Report By
 FJ0289  HISTORY     - 1934     MONUMENTED       CGS
 FJ0289  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0289
 FJ0289                          STATION DESCRIPTION
 FJ0289
 FJ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0289'3.3 MI S FROM GUTHRIE.
 FJ0289'3.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0289'FROM THE STATION AT GUTHRIE, 25.1 FEET NORTHEAST OF MILEPOST
 FJ0289'356, 97.1 FEET EAST OF THE CENTERLINE OF THE TRACK, 73.3 FEET
 FJ0289'WEST OF THE CENTERLINE OF AN INTERURBAN LINE IN 1934, AND 1.5
 FJ0289'FEET WEST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 FJ0289'STAMPED H 144 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0289
 FJ0289                          STATION RECOVERY (2022)
 FJ0289
 FJ0289'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0298 ***********************************************************************
 FJ0298  DESIGNATION -  H 145
 FJ0298  PID         -  FJ0298
 FJ0298  STATE/COUNTY-  OK/LOGAN
 FJ0298  COUNTRY     -  US
 FJ0298  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0298
 FJ0298                         *CURRENT SURVEY CONTROL
 FJ0298  ______________________________________________________________________
 FJ0298* NAD 83(1986) POSITION- 35 55 15.     (N) 097 24 26.     (W)   SCALED
 FJ0298* NAVD 88 ORTHO HEIGHT -   280.058 (meters)      918.82  (feet) ADJUSTED
 FJ0298  ______________________________________________________________________
 FJ0298  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 FJ0298  DYNAMIC HEIGHT  -        279.801 (meters)      917.98  (feet) COMP
 FJ0298  MODELED GRAVITY -    979,708.6   (mgal)                       NAVD 88
 FJ0298
 FJ0298  VERT ORDER      -  SECOND    CLASS 0
 FJ0298
 FJ0298.The horizontal coordinates were scaled from a map and have
 FJ0298.an estimated accuracy of +/- 6 seconds.
 FJ0298
 FJ0298.The orthometric height was determined by differential leveling and
 FJ0298.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0298.in June 1991.
 FJ0298
 FJ0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0298.GEOID18 height accuracy estimate available here.
 FJ0298
 FJ0298.Click photographs - Photos may exist for this station.
 FJ0298
 FJ0298.The dynamic height is computed by dividing the NAVD 88
 FJ0298.geopotential number by the normal gravity value computed on the
 FJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0298.degrees latitude (g = 980.6199 gals.).
 FJ0298
 FJ0298.The modeled gravity was interpolated from observed gravity values.
 FJ0298
 FJ0298;                    North         East    Units  Estimated Accuracy
 FJ0298;SPC OK N     -   102,330.      653,500.      MT  (+/- 180 meters Scaled)
 FJ0298
 FJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE437763(NAD 83)
 FJ0298
 FJ0298                          SUPERSEDED SURVEY CONTROL
 FJ0298
 FJ0298  NGVD 29 (??/??/92)  279.931  (m)          918.41   (f) ADJ UNCH    2 0
 FJ0298
 FJ0298.Superseded values are not recommended for survey control.
 FJ0298
 FJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0298.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0298
 FJ0298_MARKER: DB = BENCH MARK DISK
 FJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0298_STAMPING: H 145 1934
 FJ0298_MARK LOGO: CGS
 FJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0298+STABILITY: SURFACE MOTION
 FJ0298
 FJ0298  HISTORY     - Date     Condition        Report By
 FJ0298  HISTORY     - 1934     MONUMENTED       CGS
 FJ0298  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0298
 FJ0298                          STATION DESCRIPTION
 FJ0298
 FJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0298'3.4 MI NE FROM GUTHRIE.
 FJ0298'3.4 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 FJ0298'ATCHISON TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT GUTHRIE,
 FJ0298'LOGAN COUNTY, SOUTHEAST OF THE ROADBED, 81 FEET SOUTHEAST OF THE
 FJ0298'CENTER OF A DIRTROAD CROSSING, 40 FEET EAST OF THE SOUTHWEST END
 FJ0298'OF A WOODEN CULVERT UNDER THE ROAD, 16 FEET SOUTH OF THE SOUTHEAST
 FJ0298'END OF A FARM-ROAD TIMBER BRIDGE PARALLELING THE ROADBED, 3.6
 FJ0298'FEET EAST OF A FENCE, AND 3 FEET WEST OF A 20-INCH TREE.  A
 FJ0298'STANDARD DISK, STAMPED H 145 1934 AND SET IN THE TOP OF A CONCRETE
 FJ0298'POST.
 FJ0298
 FJ0298                          STATION RECOVERY (1968)
 FJ0298
 FJ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0170 ***********************************************************************
 GH0170  DESIGNATION -  H 146
 GH0170  PID         -  GH0170
 GH0170  STATE/COUNTY-  OK/PAYNE
 GH0170  COUNTRY     -  US
 GH0170  USGS QUAD   -  TWIN MOUNDS (2018)
 GH0170
 GH0170                         *CURRENT SURVEY CONTROL
 GH0170  ______________________________________________________________________
 GH0170* NAD 83(1986) POSITION- 36 00 39.     (N) 096 47 06.     (W)   SCALED
 GH0170* NAVD 88 ORTHO HEIGHT -   278.570 (meters)      913.94  (feet) ADJUSTED
 GH0170  ______________________________________________________________________
 GH0170  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 GH0170  DYNAMIC HEIGHT  -        278.321 (meters)      913.12  (feet) COMP
 GH0170  MODELED GRAVITY -    979,730.3   (mgal)                       NAVD 88
 GH0170
 GH0170  VERT ORDER      -  SECOND    CLASS 0
 GH0170
 GH0170.The horizontal coordinates were scaled from a map and have
 GH0170.an estimated accuracy of +/- 6 seconds.
 GH0170
 GH0170.The orthometric height was determined by differential leveling and
 GH0170.adjusted by the NATIONAL GEODETIC SURVEY
 GH0170.in June 1991.
 GH0170
 GH0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0170.GEOID18 height accuracy estimate available here.
 GH0170
 GH0170.Click photographs - Photos may exist for this station.
 GH0170
 GH0170.The dynamic height is computed by dividing the NAVD 88
 GH0170.geopotential number by the normal gravity value computed on the
 GH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0170.degrees latitude (g = 980.6199 gals.).
 GH0170
 GH0170.The modeled gravity was interpolated from observed gravity values.
 GH0170
 GH0170;                    North         East    Units  Estimated Accuracy
 GH0170;SPC OK N     -   112,840.      709,530.      MT  (+/- 180 meters Scaled)
 GH0170
 GH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE996874(NAD 83)
 GH0170
 GH0170                          SUPERSEDED SURVEY CONTROL
 GH0170
 GH0170  NGVD 29 (??/??/92)  278.465  (m)          913.60   (f) ADJ UNCH    2 0
 GH0170
 GH0170.Superseded values are not recommended for survey control.
 GH0170
 GH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0170.See file dsdata.pdf to determine how the superseded data were derived.
 GH0170
 GH0170_MARKER: DB = BENCH MARK DISK
 GH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0170_STAMPING: H 146 1934
 GH0170_MARK LOGO: CGS
 GH0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0170+STABILITY: SURFACE MOTION
 GH0170
 GH0170  HISTORY     - Date     Condition        Report By
 GH0170  HISTORY     - 1934     MONUMENTED       CGS
 GH0170  HISTORY     - 1975     MARK NOT FOUND   USGS
 GH0170
 GH0170                          STATION DESCRIPTION
 GH0170
 GH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0170'2.5 MI NW FROM CUSHING.
 GH0170'2.5 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 GH0170'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT CUSHING,
 GH0170'PAYNE COUNTY, 50 FEET NORTHWEST OF THE CENTER OF A COUNTY-ROAD
 GH0170'CROSSING, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 27
 GH0170'FEET WEST OF THE CENTERLINE OF THE ROADBED, 16.4 FEET EAST
 GH0170'OF A FENCE CORNER, AND 1.6 FEET NORTH OF THE EAST-AND-WEST
 GH0170'FENCE.  A STANDARD DISK, STAMPED H 146 1934 AND SET IN THE
 GH0170'TOP OF A CONCRETE POST.
 GH0170
 GH0170                          STATION RECOVERY (1975)
 GH0170
 GH0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GH0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0381 ***********************************************************************
 FJ0381  DESIGNATION -  H 147
 FJ0381  PID         -  FJ0381
 FJ0381  STATE/COUNTY-  OK/OKLAHOMA
 FJ0381  COUNTRY     -  US
 FJ0381  USGS QUAD   -  CHOCTAW (2018)
 FJ0381
 FJ0381                         *CURRENT SURVEY CONTROL
 FJ0381  ______________________________________________________________________
 FJ0381* NAD 83(1986) POSITION- 35 26 04.     (N) 097 16 05.     (W)   SCALED
 FJ0381* NAVD 88 ORTHO HEIGHT -   379.623 (meters)     1245.48  (feet) ADJUSTED
 FJ0381  ______________________________________________________________________
 FJ0381  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 FJ0381  DYNAMIC HEIGHT  -        379.261 (meters)     1244.29  (feet) COMP
 FJ0381  MODELED GRAVITY -    979,669.0   (mgal)                       NAVD 88
 FJ0381
 FJ0381  VERT ORDER      -  SECOND    CLASS 0
 FJ0381
 FJ0381.The horizontal coordinates were scaled from a map and have
 FJ0381.an estimated accuracy of +/- 6 seconds.
 FJ0381
 FJ0381.The orthometric height was determined by differential leveling and
 FJ0381.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0381.in August 1994.
 FJ0381
 FJ0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0381.GEOID18 height accuracy estimate available here.
 FJ0381
 FJ0381.Click photographs - Photos may exist for this station.
 FJ0381
 FJ0381.The dynamic height is computed by dividing the NAVD 88
 FJ0381.geopotential number by the normal gravity value computed on the
 FJ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0381.degrees latitude (g = 980.6199 gals.).
 FJ0381
 FJ0381.The modeled gravity was interpolated from observed gravity values.
 FJ0381
 FJ0381;                    North         East    Units  Estimated Accuracy
 FJ0381;SPC OK N     -    48,450.      666,460.      MT  (+/- 180 meters Scaled)
 FJ0381
 FJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE572226(NAD 83)
 FJ0381
 FJ0381                          SUPERSEDED SURVEY CONTROL
 FJ0381
 FJ0381  NAVD 88 (06/15/91)  379.673  (m)         1245.64   (f) SUPERSEDED  2 0
 FJ0381  NGVD 29 (??/??/92)  379.540  (m)         1245.21   (f) ADJ UNCH    2 0
 FJ0381
 FJ0381.Superseded values are not recommended for survey control.
 FJ0381
 FJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0381.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0381
 FJ0381_MARKER: DB = BENCH MARK DISK
 FJ0381_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0381_STAMPING: H 147 1934
 FJ0381_MARK LOGO: CGS
 FJ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0381
 FJ0381  HISTORY     - Date     Condition        Report By
 FJ0381  HISTORY     - 1934     MONUMENTED       CGS
 FJ0381
 FJ0381                          STATION DESCRIPTION
 FJ0381
 FJ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0381'AT WOODS.
 FJ0381'AT WOODS, OKLAHOMA COUNTY, 0.2 MILE WEST ALONG THE OKLAHOMA
 FJ0381'CITY-ADA-ATOKA RAILWAY FROM THE STATION SIGN, 0.1 MILE EAST
 FJ0381'OF MILEPOST 14, 138 FEET WEST OF THE SOUTHWEST CORNER OF A
 FJ0381'SECTION HOUSE, 41.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FJ0381'31 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, AND 2.2 FEET
 FJ0381'NORTH OF A POLE.  A STANDARD DISK, STAMPED H 147 1934 AND SET
 FJ0381'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0161 ***********************************************************************
 FJ0161  DESIGNATION -  H 148
 FJ0161  PID         -  FJ0161
 FJ0161  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0161  COUNTRY     -  US
 FJ0161  USGS QUAD   -  MAUD (2018)
 FJ0161
 FJ0161                         *CURRENT SURVEY CONTROL
 FJ0161  ______________________________________________________________________
 FJ0161* NAD 83(1986) POSITION- 35 11 52.     (N) 096 47 34.     (W)   SCALED
 FJ0161* NAVD 88 ORTHO HEIGHT -   268.291 (meters)      880.22  (feet) ADJUSTED
 FJ0161  ______________________________________________________________________
 FJ0161  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0161  DYNAMIC HEIGHT  -        268.034 (meters)      879.37  (feet) COMP
 FJ0161  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 FJ0161
 FJ0161  VERT ORDER      -  SECOND    CLASS 0
 FJ0161
 FJ0161.The horizontal coordinates were scaled from a map and have
 FJ0161.an estimated accuracy of +/- 6 seconds.
 FJ0161
 FJ0161.The orthometric height was determined by differential leveling and
 FJ0161.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0161.in June 1991.
 FJ0161
 FJ0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0161.GEOID18 height accuracy estimate available here.
 FJ0161
 FJ0161.Click photographs - Photos may exist for this station.
 FJ0161
 FJ0161.The dynamic height is computed by dividing the NAVD 88
 FJ0161.geopotential number by the normal gravity value computed on the
 FJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0161.degrees latitude (g = 980.6199 gals.).
 FJ0161
 FJ0161.The modeled gravity was interpolated from observed gravity values.
 FJ0161
 FJ0161;                    North         East    Units  Estimated Accuracy
 FJ0161;SPC OK S     -   207,470.      709,940.      MT  (+/- 180 meters Scaled)
 FJ0161
 FJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD009972(NAD 83)
 FJ0161
 FJ0161                          SUPERSEDED SURVEY CONTROL
 FJ0161
 FJ0161  NGVD 29 (??/??/92)  268.209  (m)          879.95   (f) ADJ UNCH    2 0
 FJ0161
 FJ0161.Superseded values are not recommended for survey control.
 FJ0161
 FJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0161.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0161
 FJ0161_MARKER: DB = BENCH MARK DISK
 FJ0161_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0161_STAMPING: H 148 1934
 FJ0161_MARK LOGO: CGS
 FJ0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0161
 FJ0161  HISTORY     - Date     Condition        Report By
 FJ0161  HISTORY     - 1934     MONUMENTED       CGS
 FJ0161  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0161
 FJ0161                          STATION DESCRIPTION
 FJ0161
 FJ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0161'5.4 MI N FROM MAUD.
 FJ0161'5.4 MILES NORTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM
 FJ0161'STATION.  ABOUT 0.3 MILE NORTHWEST OF M.P. 50, 53.2 FEET WEST
 FJ0161'OF CENTERLINE OF FARM ROAD AT RAILROAD CROSSING, 48.6 FEET
 FJ0161'SOUTHWEST OF CENTERLINE OF O.C.A.A.RY., 13 FEET NORTHWEST
 FJ0161'OF NORTHWEST END OF PASTURE GATE.  11.3 FEET SOUTHEAST OF
 FJ0161'WEST FENCE CORNER, 1 FOOT NORTHEAST OF FENCE PARALLELING
 FJ0161'RAILROAD.  A STANDARD DISK SET IN A CONCRETE POST.
 FJ0161
 FJ0161                          STATION RECOVERY (1971)
 FJ0161
 FJ0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0161'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0106 ***********************************************************************
 FJ0106  DESIGNATION -  H 149
 FJ0106  PID         -  FJ0106
 FJ0106  STATE/COUNTY-  OK/SEMINOLE
 FJ0106  COUNTRY     -  US
 FJ0106  USGS QUAD   -  SEMINOLE (2018)
 FJ0106
 FJ0106                         *CURRENT SURVEY CONTROL
 FJ0106  ______________________________________________________________________
 FJ0106* NAD 83(1986) POSITION- 35 13 41.5    (N) 096 40 28.5    (W)   HD_HELD2
 FJ0106* NAVD 88 ORTHO HEIGHT -   283.450 (meters)      929.95  (feet) ADJUSTED
 FJ0106  ______________________________________________________________________
 FJ0106  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 FJ0106  DYNAMIC HEIGHT  -        283.178 (meters)      929.06  (feet) COMP
 FJ0106  MODELED GRAVITY -    979,668.9   (mgal)                       NAVD 88
 FJ0106
 FJ0106  VERT ORDER      -  SECOND    CLASS 0
 FJ0106
 FJ0106.The horizontal coordinates were established by autonomous hand held GPS
 FJ0106.observations and have an estimated accuracy of +/- 10 meters.
 FJ0106
 FJ0106.The orthometric height was determined by differential leveling and
 FJ0106.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0106.in June 1991.
 FJ0106
 FJ0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0106.GEOID18 height accuracy estimate available here.
 FJ0106
 FJ0106.Click photographs - Photos may exist for this station.
 FJ0106
 FJ0106.The dynamic height is computed by dividing the NAVD 88
 FJ0106.geopotential number by the normal gravity value computed on the
 FJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0106.degrees latitude (g = 980.6199 gals.).
 FJ0106
 FJ0106.The modeled gravity was interpolated from observed gravity values.
 FJ0106
 FJ0106;                    North         East    Units  Estimated Accuracy
 FJ0106;SPC OK S     -   210,983.      720,654.      MT  (+/- 10 meters HH2 GPS)
 FJ0106
 FJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1162600827(NAD 83)
 FJ0106
 FJ0106                          SUPERSEDED SURVEY CONTROL
 FJ0106
 FJ0106  NGVD 29 (??/??/92)  283.353  (m)          929.63   (f) ADJ UNCH    2 0
 FJ0106
 FJ0106.Superseded values are not recommended for survey control.
 FJ0106
 FJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0106.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0106
 FJ0106_MARKER: DB = BENCH MARK DISK
 FJ0106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0106+WITH SETTING: PAVEMENT
 FJ0106_SP_SET: WATER TOWER BASE
 FJ0106_STAMPING: H 149 1934
 FJ0106_MARK LOGO: CGS
 FJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0106+STABILITY: SURFACE MOTION
 FJ0106
 FJ0106  HISTORY     - Date     Condition        Report By
 FJ0106  HISTORY     - 1934     MONUMENTED       CGS
 FJ0106  HISTORY     - 1988     GOOD             USPSQD
 FJ0106  HISTORY     - 1988     GOOD             USPSQD
 FJ0106  HISTORY     - 20090331 GOOD             GARVER
 FJ0106
 FJ0106                          STATION DESCRIPTION
 FJ0106
 FJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0106'AT SEMINOLE.
 FJ0106'AT SEMINOLE, SEMINOLE COUNTY, 100 FEET NORTH OF THE INTERSECTION
 FJ0106'OF SEMINOLE AND UNIVERSITY STREETS, AT THE CITY WATER TOWER,
 FJ0106'IN THE TOP OF THE SOUTHWEST CONCRETE BASE, 1.2 FEET WEST OF THE
 FJ0106'EAST SIDE, 1.1 FEET NORTH OF THE SOUTH SIDE, AND 2 FEET HIGHER
 FJ0106'THAN THE GROUND.  A STANDARD DISK, STAMPED H 149 1934.
 FJ0106
 FJ0106                          STATION RECOVERY (1988)
 FJ0106
 FJ0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ0106'RECOVERED IN GOOD CONDITION.
 FJ0106
 FJ0106                          STATION RECOVERY (1988)
 FJ0106
 FJ0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0106'RECOVERED IN GOOD CONDITION.
 FJ0106
 FJ0106                          STATION RECOVERY (2009)
 FJ0106
 FJ0106'RECOVERY NOTE BY GARVER ENGINEERS 2009
 FJ0106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0041 ***********************************************************************
 DN0041  DESIGNATION -  H 15
 DN0041  PID         -  DN0041
 DN0041  STATE/COUNTY-  OK/BRYAN
 DN0041  COUNTRY     -  US
 DN0041  USGS QUAD   -  ROBERTA (2018)
 DN0041
 DN0041                         *CURRENT SURVEY CONTROL
 DN0041  ______________________________________________________________________
 DN0041* NAD 83(1986) POSITION- 33 59 49.     (N) 096 22 07.     (W)   SCALED
 DN0041* NAVD 88 ORTHO HEIGHT -   193.275 (meters)      634.10  (feet) ADJUSTED
 DN0041  ______________________________________________________________________
 DN0041  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 DN0041  DYNAMIC HEIGHT  -        193.075 (meters)      633.45  (feet) COMP
 DN0041  MODELED GRAVITY -    979,598.8   (mgal)                       NAVD 88
 DN0041
 DN0041  VERT ORDER      -  FIRST     CLASS II
 DN0041
 DN0041.The horizontal coordinates were scaled from a map and have
 DN0041.an estimated accuracy of +/- 6 seconds.
 DN0041
 DN0041.The orthometric height was determined by differential leveling and
 DN0041.adjusted by the NATIONAL GEODETIC SURVEY
 DN0041.in June 1991.
 DN0041
 DN0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0041.GEOID18 height accuracy estimate available here.
 DN0041
 DN0041.Click photographs - Photos may exist for this station.
 DN0041
 DN0041.The dynamic height is computed by dividing the NAVD 88
 DN0041.geopotential number by the normal gravity value computed on the
 DN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0041.degrees latitude (g = 980.6199 gals.).
 DN0041
 DN0041.The modeled gravity was interpolated from observed gravity values.
 DN0041
 DN0041;                    North         East    Units  Estimated Accuracy
 DN0041;SPC OK S     -    74,830.      750,710.      MT  (+/- 180 meters Scaled)
 DN0041
 DN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC430649(NAD 83)
 DN0041
 DN0041                          SUPERSEDED SURVEY CONTROL
 DN0041
 DN0041  NGVD 29 (??/??/92)  193.207  (m)          633.88   (f) ADJ UNCH    1 2
 DN0041
 DN0041.Superseded values are not recommended for survey control.
 DN0041
 DN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0041.See file dsdata.pdf to determine how the superseded data were derived.
 DN0041
 DN0041_MARKER: DB = BENCH MARK DISK
 DN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0041_STAMPING: H 15 1933 633.880
 DN0041_MARK LOGO: CGS
 DN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0041+STABILITY: SURFACE MOTION
 DN0041
 DN0041  HISTORY     - Date     Condition        Report By
 DN0041  HISTORY     - 1933     MONUMENTED       CGS
 DN0041  HISTORY     - 1969     GOOD             CGS
 DN0041
 DN0041                          STATION DESCRIPTION
 DN0041
 DN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0041'0.5 MI N FROM DURANT.
 DN0041'AT DURANT, 0.5 MI. N. OF MKT STATION.  AT THE INTERSECTION OF THE M.K.
 DN0041'T. AND K.O. AND G. R.R. 100 FT. NORTH OF THE SWITCH TOWER, 75 FT. EAST
 DN0041'OF M.K.T. EAST TRACK, 1000 FT. NORTH OF MILEPOST 641(M.K.T.) AND IN
 DN0041'LINE WITH THE TELEGRAPH POLES.
 DN0041
 DN0041                          STATION RECOVERY (1969)
 DN0041
 DN0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DN0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0252 ***********************************************************************
 GK0252  DESIGNATION -  H 15
 GK0252  PID         -  GK0252
 GK0252  STATE/COUNTY-  OK/TEXAS
 GK0252  COUNTRY     -  US
 GK0252  USGS QUAD   -  HOOKER (2018)
 GK0252
 GK0252                         *CURRENT SURVEY CONTROL
 GK0252  ______________________________________________________________________
 GK0252* NAD 83(1986) POSITION- 36 51 48.     (N) 101 12 58.     (W)   SCALED
 GK0252* NAVD 88 ORTHO HEIGHT -   913.260 (meters)     2996.25  (feet) ADJUSTED
 GK0252  ______________________________________________________________________
 GK0252  GEOID HEIGHT    -        -26.666 (meters)                     GEOID18
 GK0252  DYNAMIC HEIGHT  -        912.338 (meters)     2993.23  (feet) COMP
 GK0252  MODELED GRAVITY -    979,591.2   (mgal)                       NAVD 88
 GK0252
 GK0252  VERT ORDER      -  FIRST     CLASS II
 GK0252
 GK0252.The horizontal coordinates were scaled from a map and have
 GK0252.an estimated accuracy of +/- 6 seconds.
 GK0252
 GK0252.The orthometric height was determined by differential leveling and
 GK0252.adjusted by the NATIONAL GEODETIC SURVEY
 GK0252.in June 1991.
 GK0252
 GK0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0252.GEOID18 height accuracy estimate available here.
 GK0252
 GK0252.Click photographs - Photos may exist for this station.
 GK0252
 GK0252.The dynamic height is computed by dividing the NAVD 88
 GK0252.geopotential number by the normal gravity value computed on the
 GK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0252.degrees latitude (g = 980.6199 gals.).
 GK0252
 GK0252.The modeled gravity was interpolated from observed gravity values.
 GK0252
 GK0252;                    North         East    Units  Estimated Accuracy
 GK0252;SPC OK N     -   211,500.      313,260.      MT  (+/- 180 meters Scaled)
 GK0252
 GK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF024820(NAD 83)
 GK0252
 GK0252                          SUPERSEDED SURVEY CONTROL
 GK0252
 GK0252  NGVD 29 (??/??/92)  912.845  (m)         2994.89   (f) ADJ UNCH    1 2
 GK0252
 GK0252.Superseded values are not recommended for survey control.
 GK0252
 GK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0252.See file dsdata.pdf to determine how the superseded data were derived.
 GK0252
 GK0252_MARKER: DB = BENCH MARK DISK
 GK0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0252_SP_SET: FOUNDATION
 GK0252_STAMPING: H 15 1933
 GK0252_MARK LOGO: CGS
 GK0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0252
 GK0252  HISTORY     - Date     Condition        Report By
 GK0252  HISTORY     - 1933     MONUMENTED       CGS
 GK0252
 GK0252                          STATION DESCRIPTION
 GK0252
 GK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0252'IN HOOKER.
 GK0252'AT HOOKER HIGHWAY SCHOOL, NORTH WEST END OF BROADWAY.  SET VERTICALLY
 GK0252'IN CONCRETE WALL 3 1/2 FT. HIGH AT SOUTH CORNER ON THE SOUTH WEST
 GK0252'WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0040 ***********************************************************************
 GJ0040  DESIGNATION -  H 15
 GJ0040  PID         -  GJ0040
 GJ0040  STATE/COUNTY-  OK/ALFALFA
 GJ0040  COUNTRY     -  US
 GJ0040  USGS QUAD   -  HELENA (2018)
 GJ0040
 GJ0040                         *CURRENT SURVEY CONTROL
 GJ0040  ______________________________________________________________________
 GJ0040* NAD 83(1986) POSITION- 36 32 09.     (N) 098 21 17.     (W)   SCALED
 GJ0040* NAVD 88 ORTHO HEIGHT -   440.231 (meters)     1444.32  (feet) ADJUSTED
 GJ0040  ______________________________________________________________________
 GJ0040  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 GJ0040  DYNAMIC HEIGHT  -        439.843 (meters)     1443.05  (feet) COMP
 GJ0040  MODELED GRAVITY -    979,738.7   (mgal)                       NAVD 88
 GJ0040
 GJ0040  VERT ORDER      -  FIRST     CLASS II
 GJ0040
 GJ0040.The horizontal coordinates were scaled from a map and have
 GJ0040.an estimated accuracy of +/- 6 seconds.
 GJ0040
 GJ0040.The orthometric height was determined by differential leveling and
 GJ0040.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0040.in June 1991.
 GJ0040
 GJ0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0040.GEOID18 height accuracy estimate available here.
 GJ0040
 GJ0040.Click photographs - Photos may exist for this station.
 GJ0040
 GJ0040.The dynamic height is computed by dividing the NAVD 88
 GJ0040.geopotential number by the normal gravity value computed on the
 GJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0040.degrees latitude (g = 980.6199 gals.).
 GJ0040
 GJ0040.The modeled gravity was interpolated from observed gravity values.
 GJ0040
 GJ0040;                    North         East    Units  Estimated Accuracy
 GJ0040;SPC OK N     -   170,470.      568,240.      MT  (+/- 180 meters Scaled)
 GJ0040
 GJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF577435(NAD 83)
 GJ0040
 GJ0040                          SUPERSEDED SURVEY CONTROL
 GJ0040
 GJ0040  NGVD 29 (04/22/92)  440.073  (m)         1443.81   (f) ADJUSTED    1 2
 GJ0040
 GJ0040.Superseded values are not recommended for survey control.
 GJ0040
 GJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0040.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0040
 GJ0040_MARKER: DB = BENCH MARK DISK
 GJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0040_STAMPING: H 15 1928
 GJ0040_MARK LOGO: USGS
 GJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0040+STABILITY: SURFACE MOTION
 GJ0040
 GJ0040  HISTORY     - Date     Condition        Report By
 GJ0040  HISTORY     - 1928     MONUMENTED       USGS
 GJ0040  HISTORY     - 1934     GOOD             CGS
 GJ0040  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0040
 GJ0040                          STATION DESCRIPTION
 GJ0040
 GJ0040'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0040'AT MC WILLIE.
 GJ0040'AT MC WILLIE, ALFALFA COUNTY, ABOUT 100 FEET WEST OF THE ST.
 GJ0040'LOUIS-SAN FRANCISCO RAILWAY STATION, 44 FEET WEST OF A
 GJ0040'NORTH-AND-SOUTH ROAD, 15 FEET NORTH OF AN EAST-AND-WEST ROAD,
 GJ0040'49 FEET SOUTH OF THE MAIN TRACK, AND NEAR A POLE MARKED U.S.P.B.M.
 GJ0040'1444.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 GJ0040'15 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0040
 GJ0040                          STATION RECOVERY (1934)
 GJ0040
 GJ0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0040'RECOVERED IN GOOD CONDITION.
 GJ0040
 GJ0040                          STATION RECOVERY (1944)
 GJ0040
 GJ0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0443 ***********************************************************************
 GJ0443  DESIGNATION -  H 15 Y
 GJ0443  PID         -  GJ0443
 GJ0443  STATE/COUNTY-  OK/ALFALFA
 GJ0443  COUNTRY     -  US
 GJ0443  USGS QUAD   -  HELENA (2018)
 GJ0443
 GJ0443                         *CURRENT SURVEY CONTROL
 GJ0443  ______________________________________________________________________
 GJ0443* NAD 83(1986) POSITION- 36 32 35.     (N) 098 22 22.     (W)   SCALED
 GJ0443* NAVD 88 ORTHO HEIGHT -   432.983 (meters)     1420.55  (feet) ADJUSTED
 GJ0443  ______________________________________________________________________
 GJ0443  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 GJ0443  DYNAMIC HEIGHT  -        432.602 (meters)     1419.30  (feet) COMP
 GJ0443  MODELED GRAVITY -    979,738.5   (mgal)                       NAVD 88
 GJ0443
 GJ0443  VERT ORDER      -  FIRST     CLASS II
 GJ0443
 GJ0443.The horizontal coordinates were scaled from a map and have
 GJ0443.an estimated accuracy of +/- 6 seconds.
 GJ0443
 GJ0443.The orthometric height was determined by differential leveling and
 GJ0443.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0443.in June 1991.
 GJ0443
 GJ0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0443.GEOID18 height accuracy estimate available here.
 GJ0443
 GJ0443.Click photographs - Photos may exist for this station.
 GJ0443
 GJ0443.The dynamic height is computed by dividing the NAVD 88
 GJ0443.geopotential number by the normal gravity value computed on the
 GJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0443.degrees latitude (g = 980.6199 gals.).
 GJ0443
 GJ0443.The modeled gravity was interpolated from observed gravity values.
 GJ0443
 GJ0443;                    North         East    Units  Estimated Accuracy
 GJ0443;SPC OK N     -   171,270.      566,620.      MT  (+/- 180 meters Scaled)
 GJ0443
 GJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF561443(NAD 83)
 GJ0443
 GJ0443                          SUPERSEDED SURVEY CONTROL
 GJ0443
 GJ0443  NGVD 29 (04/22/92)  432.824  (m)         1420.02   (f) ADJUSTED    1 2
 GJ0443
 GJ0443.Superseded values are not recommended for survey control.
 GJ0443
 GJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0443.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0443
 GJ0443_MARKER: X = CHISELED CROSS
 GJ0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0443_SP_SET: TOP OF SECTION OF RAIL
 GJ0443_MARK LOGO: NONE
 GJ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0443
 GJ0443  HISTORY     - Date     Condition        Report By
 GJ0443  HISTORY     - 1928     MONUMENTED       USGS
 GJ0443
 GJ0443                          STATION DESCRIPTION
 GJ0443
 GJ0443'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0443'7.9 KM (4.90 MI) WEST FROM HELENA.
 GJ0443'MCWILLIE, 1.13 MILES NORTHWEST OF, NEAR 1/4 CORNER WEST SIDE SECTION
 GJ0443'22, T. 24 N., R. 11 W., 55 FEET SOUTH OF TRACK AND 30 FEET EAST OF
 GJ0443'ROAD, 1.5 FEET NORTH BY 3.5 FEET EAST OF 3 WAY FENCE LINE, ON TOP OF
 GJ0443'SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0444 ***********************************************************************
 GJ0444  DESIGNATION -  H 15 Z
 GJ0444  PID         -  GJ0444
 GJ0444  STATE/COUNTY-  OK/ALFALFA
 GJ0444  COUNTRY     -  US
 GJ0444  USGS QUAD   -  CARMEN (2018)
 GJ0444
 GJ0444                         *CURRENT SURVEY CONTROL
 GJ0444  ______________________________________________________________________
 GJ0444* NAD 83(1986) POSITION- 36 33 00.     (N) 098 23 23.     (W)   SCALED
 GJ0444* NAVD 88 ORTHO HEIGHT -   428.044 (meters)     1404.34  (feet) ADJUSTED
 GJ0444  ______________________________________________________________________
 GJ0444  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 GJ0444  DYNAMIC HEIGHT  -        427.667 (meters)     1403.10  (feet) COMP
 GJ0444  MODELED GRAVITY -    979,738.1   (mgal)                       NAVD 88
 GJ0444
 GJ0444  VERT ORDER      -  FIRST     CLASS II
 GJ0444
 GJ0444.The horizontal coordinates were scaled from a map and have
 GJ0444.an estimated accuracy of +/- 6 seconds.
 GJ0444
 GJ0444.The orthometric height was determined by differential leveling and
 GJ0444.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0444.in June 1991.
 GJ0444
 GJ0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0444.GEOID18 height accuracy estimate available here.
 GJ0444
 GJ0444.Click photographs - Photos may exist for this station.
 GJ0444
 GJ0444.The dynamic height is computed by dividing the NAVD 88
 GJ0444.geopotential number by the normal gravity value computed on the
 GJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0444.degrees latitude (g = 980.6199 gals.).
 GJ0444
 GJ0444.The modeled gravity was interpolated from observed gravity values.
 GJ0444
 GJ0444;                    North         East    Units  Estimated Accuracy
 GJ0444;SPC OK N     -   172,050.      565,110.      MT  (+/- 180 meters Scaled)
 GJ0444
 GJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF546451(NAD 83)
 GJ0444
 GJ0444                          SUPERSEDED SURVEY CONTROL
 GJ0444
 GJ0444  NGVD 29 (04/22/92)  427.883  (m)         1403.81   (f) ADJUSTED    1 2
 GJ0444
 GJ0444.Superseded values are not recommended for survey control.
 GJ0444
 GJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0444.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0444
 GJ0444_MARKER: X = CHISELED CROSS
 GJ0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0444_SP_SET: TOP OF SECTION OF RAIL
 GJ0444_MARK LOGO: NONE
 GJ0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0444
 GJ0444  HISTORY     - Date     Condition        Report By
 GJ0444  HISTORY     - 1928     MONUMENTED       USGS
 GJ0444
 GJ0444                          STATION DESCRIPTION
 GJ0444
 GJ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0444'6.9 KM (4.30 MI) SW FROM CARMEN.
 GJ0444'MCWILLIE, 2.23 MILES NORTHWEST OF, NEAR NORTHWEST CORNER SECTION 21,
 GJ0444'T. 24 N., R. 11 W., 53 FEET NORTH OF TRACK AND 31 FEET SOUTH OF EAST
 GJ0444'AND WEST ROAD, 3.5 FEET SOUTH BY 10.5 FEET EAST OF 2 WAY FENCE POST,
 GJ0444'ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0088 ***********************************************************************
 FJ0088  DESIGNATION -  H 150
 FJ0088  PID         -  FJ0088
 FJ0088  STATE/COUNTY-  OK/HUGHES
 FJ0088  COUNTRY     -  US
 FJ0088  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0088
 FJ0088                         *CURRENT SURVEY CONTROL
 FJ0088  ______________________________________________________________________
 FJ0088* NAD 83(2011) POSITION- 35 02 45.86043(N) 096 23 03.07150(W)   ADJUSTED
 FJ0088* NAD 83(2011) ELLIP HT-   225.813 (meters)        (06/27/12)   ADJUSTED
 FJ0088* NAD 83(2011) EPOCH   -  2010.00
 FJ0088* NAVD 88 ORTHO HEIGHT -   253.586 (meters)      831.97  (feet) ADJUSTED
 FJ0088  ______________________________________________________________________
 FJ0088  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 FJ0088  NAD 83(2011) X  -   -581,289.863 (meters)                     COMP
 FJ0088  NAD 83(2011) Y  - -5,195,259.619 (meters)                     COMP
 FJ0088  NAD 83(2011) Z  -  3,642,182.341 (meters)                     COMP
 FJ0088  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC18
 FJ0088  DYNAMIC HEIGHT  -        253.339 (meters)      831.16  (feet) COMP
 FJ0088  MODELED GRAVITY -    979,654.4   (mgal)                       NAVD 88
 FJ0088
 FJ0088  VERT ORDER      -  SECOND    CLASS 0
 FJ0088
 FJ0088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0088  Standards:
 FJ0088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0088  -------------------------------------------------------------------
 FJ0088  NETWORK    1.50   4.39           0.68   0.53   2.24      0.01875032
 FJ0088  -------------------------------------------------------------------
 FJ0088  Click here for local accuracies and other accuracy information.
 FJ0088
 FJ0088.The horizontal coordinates were established by GPS observations
 FJ0088.and adjusted by the National Geodetic Survey in June 2012.
 FJ0088
 FJ0088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0088.been affixed to the stable North American tectonic plate. See 
 FJ0088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0088
 FJ0088.The horizontal coordinates are valid at the epoch date displayed above
 FJ0088.which is a decimal equivalence of Year/Month/Day.
 FJ0088
 FJ0088.The orthometric height was determined by differential leveling and
 FJ0088.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0088.in June 1991.
 FJ0088
 FJ0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0088.GEOID18 height accuracy estimate available here.
 FJ0088
 FJ0088.Click photographs - Photos may exist for this station.
 FJ0088
 FJ0088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0088
 FJ0088.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0088
 FJ0088.The ellipsoidal height was determined by GPS observations
 FJ0088.and is referenced to NAD 83.
 FJ0088
 FJ0088.The dynamic height is computed by dividing the NAVD 88
 FJ0088.geopotential number by the normal gravity value computed on the
 FJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0088.degrees latitude (g = 980.6199 gals.).
 FJ0088
 FJ0088.The modeled gravity was interpolated from observed gravity values.
 FJ0088
 FJ0088. The following values were computed from the NAD 83(2011) position.
 FJ0088
 FJ0088;                    North         East     Units Scale Factor Converg.
 FJ0088;SPC OK S     -   191,166.207   747,410.966   MT  0.99996835   +0 55 01.8
 FJ0088;SPC OK S     -   627,184.46  2,452,130.81   sFT  0.99996835   +0 55 01.8
 FJ0088;UTM  14      - 3,881,281.130   738,591.893   MT  1.00030164   +1 30 10.1
 FJ0088
 FJ0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0088!SPC OK S     -   0.99996456  x   0.99996835  =   0.99993291
 FJ0088!UTM  14      -   0.99996456  x   1.00030164  =   1.00026619
 FJ0088
 FJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3859181281(NAD 83)
 FJ0088
 FJ0088                          SUPERSEDED SURVEY CONTROL
 FJ0088
 FJ0088  NAD 83(2007)-  35 02 45.86038(N)    096 23 03.07213(W) AD(2002.00) 0
 FJ0088  ELLIP H (02/10/07)  225.830  (m)                       GP(2002.00)    
 FJ0088  ELLIP H (04/16/01)  225.836  (m)                       GP(       ) 4 2
 FJ0088  NAD 83(1993)-  35 02 45.86032(N)    096 23 03.07187(W) AD(       ) B
 FJ0088  ELLIP H (05/09/94)  225.908  (m)                       GP(       ) 4 2
 FJ0088  NAD 83(1986)-  35 02 45.86955(N)    096 23 03.06553(W) AD(       ) 2
 FJ0088  NAVD 88 (07/24/98)  253.7    (m)  GEOID96  model used  GPS OBS        
 FJ0088  NAVD 88             253.59   (m)          832.0    (f) LEVELING    3  
 FJ0088  NGVD 29 (??/??/92)  253.470  (m)          831.59   (f) ADJ UNCH    2 0
 FJ0088  NGVD 29 (11/30/89)  253.     (m)  RAPSU86  model used  GPS OBS        
 FJ0088
 FJ0088.Superseded values are not recommended for survey control.
 FJ0088
 FJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0088.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0088
 FJ0088_MARKER: DB = BENCH MARK DISK
 FJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0088_STAMPING: H 150 1934
 FJ0088_MARK LOGO: CGS
 FJ0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0088+STABILITY: SURFACE MOTION
 FJ0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0088+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 FJ0088
 FJ0088  HISTORY     - Date     Condition        Report By
 FJ0088  HISTORY     - 1934     MONUMENTED       CGS
 FJ0088  HISTORY     - 19890301 GOOD             NGS
 FJ0088  HISTORY     - 19930504 GOOD             NGS
 FJ0088  HISTORY     - 20060801 GOOD             AIRDAT
 FJ0088
 FJ0088                          STATION DESCRIPTION
 FJ0088
 FJ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0088'3 MI SE FROM HOLDENVILLE.
 FJ0088'3.0 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0088'RAILWAY FROM THE STATION AT HOLDENVILLE, HUGHES COUNTY, 0.4
 FJ0088'MILE SOUTHEAST OF MILEPOST 408, 240 FEET SOUTH OF THE CROSSING
 FJ0088'OF A ROW OF POWER-TRANSMISSION LINE POLES, 52 FEET WEST OF STATE
 FJ0088'HIGHWAY 68, 48.8 FEET EAST OF THE CENTERLINE OF THE TRACK, 5.6
 FJ0088'FEET WEST OF A POLE, AND 1.1 FEET WEST OF A FENCE PARALLELING
 FJ0088'THE TRACK.  A STANDARD DISK, STAMPED H 150 1934 AND SET IN THE
 FJ0088'TOP OF A CONCRETE POST.
 FJ0088
 FJ0088                          STATION RECOVERY (1989)
 FJ0088
 FJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0088'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0088'FOLLOWS.
 FJ0088'THE STATION IS LOCATED ABOUT 25.0 KM (15.55 MI) SOUTHWEST OF WETUMKA,
 FJ0088'5.7 KM (3.55 MI) SOUTH OF U.S. HIGHWAY 270, AND 5.0 KM (3.10 MI)
 FJ0088'SOUTHEAST OF HOLDENVILLE.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FJ0088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 BUSINESS
 FJ0088'AND STATE HIGHWAY 48 IN SOUTH HOLDENVILLE, GO SOUTHEAST ON STATE
 FJ0088'HIGHWAY 48 FOR 4.2 KM (2.60 MI) TO THE STATION ON THE RIGHT, BETWEEN
 FJ0088'THE HIGHWAY AND THE BURLINGTON NORTHERN RAILROAD.
 FJ0088'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 FJ0088'CONCRETE POST THAT PROJECTS 25 CM ABOVE THE GROUND.  LOCATED 75.0 M
 FJ0088'(246.1 FT) SOUTH OF A POWERLINE CROSSING, 14.4 M (47.2 FT) WEST OF THE
 FJ0088'CENTERLINE OF THE HIGHWAY, 14.2 M (46.6 FT) EAST OF THE NEAR RAIL, 0.9
 FJ0088'M (3.0 FT) NORTH OF A CARSONITE WITNESS POST, AND 0.3 M (1.0 FT) EAST
 FJ0088'OF A METAL WITNESS POST.
 FJ0088'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0088
 FJ0088                          STATION RECOVERY (1993)
 FJ0088
 FJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0088'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHEAST OF CALVIN, 10
 FJ0088'KM (6.20 MI) EAST OF U.S. HIGHWAY 75, 4 KM (2.50 MI) SOUTH-SOUTHEAST
 FJ0088'OF HOLDENVILLE IN LOW BRUSH IN A STRIP OF LAND BETWEEN HIGHWAY 48 AND
 FJ0088'A RAILROAD TRACK.  OWNERSHIP--CHICAGO ROCK ISLAND AND PACIFIC
 FJ0088'RAILROAD.
 FJ0088'TO REACH FROM THE JUNCTION OF U.S. BUSINESS HIGHWAY 270 AND STATE
 FJ0088'HIGHWAY 48 ON THE SOUTH SIDE OF HOLDENVILLE, GO SOUTH ON HIGHWAY 48
 FJ0088'FOR 2.9 KM (1.80 MI) TO A GRAVEL CROSSROAD (CEDAR RIDGE ROAD).
 FJ0088'CONTINUE AHEAD, SOUTH, ON HIGHWAY 48 FOR 1.35 KM (0.85 MI) TO THE
 FJ0088'STATION ON THE RIGHT.
 FJ0088'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 FJ0088'PROJECTING 15 CM.  IT IS 77.1 M (253.0 FT) SOUTH FROM TELEPHONE CABLE
 FJ0088'WARNING POST NUMBER 1407 RCL 700, 14.4 M (47.2 FT) WEST FROM THE
 FJ0088'CENTER OF HIGHWAY 48, 14.1 M (46.3 FT) EAST FROM THE EAST RAIL OF THE
 FJ0088'RAILROAD TRACKS, 0.9 M (3.0 FT) NORTH FROM A FIBERGLASS WITNESS POST,
 FJ0088'AND 0.3 M (1.0 FT) EAST FROM A STEEL WITNESS POST.
 FJ0088'DESCRIBED BY D.G. AUG
 FJ0088
 FJ0088                          STATION RECOVERY (2006)
 FJ0088
 FJ0088'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ0088'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0099 ***********************************************************************
 EM0099  DESIGNATION -  H 151
 EM0099  PID         -  EM0099
 EM0099  STATE/COUNTY-  OK/TILLMAN
 EM0099  COUNTRY     -  US
 EM0099  USGS QUAD   -  HOLLISTER (2018)
 EM0099
 EM0099                         *CURRENT SURVEY CONTROL
 EM0099  ______________________________________________________________________
 EM0099* NAD 83(1986) POSITION- 34 19 31.     (N) 098 48 20.     (W)   SCALED
 EM0099* NAVD 88 ORTHO HEIGHT -   332.100 (meters)     1089.56  (feet) ADJUSTED
 EM0099  ______________________________________________________________________
 EM0099  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 EM0099  DYNAMIC HEIGHT  -        331.742 (meters)     1088.39  (feet) COMP
 EM0099  MODELED GRAVITY -    979,548.2   (mgal)                       NAVD 88
 EM0099
 EM0099  VERT ORDER      -  SECOND    CLASS 0
 EM0099
 EM0099.The horizontal coordinates were scaled from a map and have
 EM0099.an estimated accuracy of +/- 6 seconds.
 EM0099
 EM0099.The orthometric height was determined by differential leveling and
 EM0099.adjusted by the NATIONAL GEODETIC SURVEY
 EM0099.in June 1991.
 EM0099
 EM0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0099.GEOID18 height accuracy estimate available here.
 EM0099
 EM0099.Click photographs - Photos may exist for this station.
 EM0099
 EM0099.The dynamic height is computed by dividing the NAVD 88
 EM0099.geopotential number by the normal gravity value computed on the
 EM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0099.degrees latitude (g = 980.6199 gals.).
 EM0099
 EM0099.The modeled gravity was interpolated from observed gravity values.
 EM0099
 EM0099;                    North         East    Units  Estimated Accuracy
 EM0099;SPC OK S     -   110,330.      525,870.      MT  (+/- 180 meters Scaled)
 EM0099
 EM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC178982(NAD 83)
 EM0099
 EM0099                          SUPERSEDED SURVEY CONTROL
 EM0099
 EM0099  NGVD 29 (??/??/92)  331.982  (m)         1089.18   (f) ADJ UNCH    2 0
 EM0099
 EM0099.Superseded values are not recommended for survey control.
 EM0099
 EM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0099.See file dsdata.pdf to determine how the superseded data were derived.
 EM0099
 EM0099_MARKER: DB = BENCH MARK DISK
 EM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0099_STAMPING: H 151 1934
 EM0099_MARK LOGO: CGS
 EM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0099+STABILITY: SURFACE MOTION
 EM0099
 EM0099  HISTORY     - Date     Condition        Report By
 EM0099  HISTORY     - 1934     MONUMENTED       CGS
 EM0099  HISTORY     - 1963     GOOD             CGS
 EM0099
 EM0099                          STATION DESCRIPTION
 EM0099
 EM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0099'3.9 MI SE FROM HOLLISTER.
 EM0099'3.9 MILES SOUTHEAST OF, ALONG M.K.T. RY, FROM STATION.  ABOUT 0.3 MILE
 EM0099'NORTHWEST OF CENTERLINE OF CROSS SECTION ROAD.  150 FEET SOUTH OF MILE
 EM0099'POST 37.  79.4 FEET SOUTHWEST OF WESTERN UNION TELEGRAPH POLE NO.
 EM0099'7317.  45.3 FEET SOUTH-WEST OF CENTERLINE OF MO.-KANS.-TEXAS RAILROAD
 EM0099'TRACK.  2 FEET NORTHEAST OF RIGHT OF WAY FENCE.
 EM0099
 EM0099                          STATION RECOVERY (1963)
 EM0099
 EM0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0059 ***********************************************************************
 EM0059  DESIGNATION -  H 152
 EM0059  PID         -  EM0059
 EM0059  STATE/COUNTY-  OK/COTTON
 EM0059  COUNTRY     -  US
 EM0059  USGS QUAD   -  TEMPLE (2018)
 EM0059
 EM0059                         *CURRENT SURVEY CONTROL
 EM0059  ______________________________________________________________________
 EM0059* NAD 83(1986) POSITION- 34 16 22.     (N) 098 14 06.     (W)   SCALED
 EM0059* NAVD 88 ORTHO HEIGHT -   307.132 (meters)     1007.65  (feet) POSTED
 EM0059  ______________________________________________________________________
 EM0059  GEOID HEIGHT    -        -25.496 (meters)                     GEOID18
 EM0059  DYNAMIC HEIGHT  -        306.83  (meters)     1006.7   (feet) COMP
 EM0059  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 EM0059
 EM0059  VERT ORDER      -  * POSTED, SEE BELOW
 EM0059
 EM0059.The horizontal coordinates were scaled from a map and have
 EM0059.an estimated accuracy of +/- 6 seconds.
 EM0059
 EM0059.The orthometric height was determined by differential leveling
 EM0059.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0059
 EM0059.* This is a POSTED BENCH MARK height.
 EM0059
 EM0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0059.GEOID18 height accuracy estimate available here.
 EM0059
 EM0059.Click photographs - Photos may exist for this station.
 EM0059
 EM0059.The dynamic height is computed by dividing the NAVD 88
 EM0059.geopotential number by the normal gravity value computed on the
 EM0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0059.degrees latitude (g = 980.6199 gals.).
 EM0059
 EM0059.The modeled gravity was interpolated from observed gravity values.
 EM0059
 EM0059;                    North         East    Units  Estimated Accuracy
 EM0059;SPC OK S     -   104,230.      578,360.      MT  (+/- 180 meters Scaled)
 EM0059
 EM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC704926(NAD 83)
 EM0059
 EM0059                          SUPERSEDED SURVEY CONTROL
 EM0059
 EM0059  NGVD 29 (??/??/92)  307.063  (m)         1007.42   (f) ADJ UNCH    2 0
 EM0059
 EM0059.Superseded values are not recommended for survey control.
 EM0059
 EM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0059.See file dsdata.pdf to determine how the superseded data were derived.
 EM0059
 EM0059_MARKER: DB = BENCH MARK DISK
 EM0059_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0059_STAMPING: H 152 1934
 EM0059_MARK LOGO: CGS
 EM0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0059
 EM0059  HISTORY     - Date     Condition        Report By
 EM0059  HISTORY     - 1934     MONUMENTED       CGS
 EM0059  HISTORY     - 1963     GOOD             CGS
 EM0059
 EM0059                          STATION DESCRIPTION
 EM0059
 EM0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0059'IN TEMPLE.
 EM0059'252 FEET NORTHEAST OF THE CENTER OF CROSSING WHERE THE MAIN STREET IN
 EM0059'TEMPLE CROSSES RAILROAD TRACK.  56 FEET SOUTH OF THE SOUTHWEST CORNER
 EM0059'OF THE TEMPLE RAILROAD STATION BLDG.  42 FEET EAST OF CENTER OF MAIN
 EM0059'LINE TRACKS.  DIRECTLY UNDER TELEPHONE LINE.  6 FEET SOUTH OF
 EM0059'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EM0059
 EM0059                          STATION RECOVERY (1963)
 EM0059
 EM0059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0075 ***********************************************************************
 EM0075  DESIGNATION -  H 153
 EM0075  PID         -  EM0075
 EM0075  STATE/COUNTY-  OK/COTTON
 EM0075  COUNTRY     -  US
 EM0075  USGS QUAD   -  COOKIETOWN (2018)
 EM0075
 EM0075                         *CURRENT SURVEY CONTROL
 EM0075  ______________________________________________________________________
 EM0075* NAD 83(1986) POSITION- 34 21 42.88   (N) 098 25 04.02   (W)   HD_HELD1
 EM0075* NAVD 88 ORTHO HEIGHT -   319.426 (meters)     1047.98  (feet) ADJUSTED
 EM0075  ______________________________________________________________________
 EM0075  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 EM0075  DYNAMIC HEIGHT  -        319.105 (meters)     1046.93  (feet) COMP
 EM0075  MODELED GRAVITY -    979,620.4   (mgal)                       NAVD 88
 EM0075
 EM0075  VERT ORDER      -  SECOND    CLASS 0
 EM0075
 EM0075.The horizontal coordinates were determined by differentially corrected
 EM0075.hand held GPS observations or other comparable positioning techniques
 EM0075.and have an estimated accuracy of +/- 3 meters.
 EM0075
 EM0075.The orthometric height was determined by differential leveling and
 EM0075.adjusted by the NATIONAL GEODETIC SURVEY
 EM0075.in June 1991.
 EM0075
 EM0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0075.GEOID18 height accuracy estimate available here.
 EM0075
 EM0075.Click photographs - Photos may exist for this station.
 EM0075
 EM0075.The dynamic height is computed by dividing the NAVD 88
 EM0075.geopotential number by the normal gravity value computed on the
 EM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0075.degrees latitude (g = 980.6199 gals.).
 EM0075
 EM0075.The modeled gravity was interpolated from observed gravity values.
 EM0075
 EM0075;                    North         East    Units  Estimated Accuracy
 EM0075;SPC OK S     -   114,172.6     561,569.9     MT  (+/- 3 meters HH1 GPS) 
 EM0075
 EM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5353702438(NAD 83)
 EM0075
 EM0075                          SUPERSEDED SURVEY CONTROL
 EM0075
 EM0075  NGVD 29 (??/??/92)  319.352  (m)         1047.74   (f) ADJ UNCH    2 0
 EM0075
 EM0075.Superseded values are not recommended for survey control.
 EM0075
 EM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0075.See file dsdata.pdf to determine how the superseded data were derived.
 EM0075
 EM0075_MARKER: DB = BENCH MARK DISK
 EM0075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0075_STAMPING: H 153 1934
 EM0075_MARK LOGO: CGS
 EM0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0075
 EM0075  HISTORY     - Date     Condition        Report By
 EM0075  HISTORY     - 1934     MONUMENTED       CGS
 EM0075  HISTORY     - 1963     GOOD             CGS
 EM0075
 EM0075                          STATION DESCRIPTION
 EM0075
 EM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0075'6.4 MI W FROM WALTERS.
 EM0075'6.4 MILES WEST OF, ALONG U.S. HWY. 70. FROM WATER TANK SOUTHWEST
 EM0075'CORNER OF INTERSECTION EAST OF SMALL HILL.  ABOUT 0.2 MILE SOUTH OF
 EM0075'WHITE SCHOOL HOUSE.  81 FEET SOUTH OF CENTERLINE OF U.S. HWY. 70.  36
 EM0075'FEET WEST OF CENTERLINE OF CROSS SECTION ROAD.  35 FEET SOUTH OF
 EM0075'NORTHEAST FENCE CORNER.  1.9 FEET EAST OF FENCE.  TABLET SET IN
 EM0075'PRECAST CONCRETE POST.
 EM0075
 EM0075                          STATION RECOVERY (1963)
 EM0075
 EM0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0102 ***********************************************************************
 FK0102  DESIGNATION -  H 154
 FK0102  PID         -  FK0102
 FK0102  STATE/COUNTY-  OK/CADDO
 FK0102  COUNTRY     -  US
 FK0102  USGS QUAD   -  GRACEMONT (2018)
 FK0102
 FK0102                         *CURRENT SURVEY CONTROL
 FK0102  ______________________________________________________________________
 FK0102* NAD 83(1986) POSITION- 35 11 14.21   (N) 098 15 47.26   (W)   HD_HELD1
 FK0102* NAVD 88 ORTHO HEIGHT -   370.497 (meters)     1215.54  (feet) ADJUSTED
 FK0102  ______________________________________________________________________
 FK0102  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 FK0102  DYNAMIC HEIGHT  -        370.124 (meters)     1214.32  (feet) COMP
 FK0102  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 FK0102
 FK0102  VERT ORDER      -  SECOND    CLASS 0
 FK0102
 FK0102.The horizontal coordinates were determined by differentially corrected
 FK0102.hand held GPS observations or other comparable positioning techniques
 FK0102.and have an estimated accuracy of +/- 3 meters.
 FK0102
 FK0102.The orthometric height was determined by differential leveling and
 FK0102.adjusted by the NATIONAL GEODETIC SURVEY
 FK0102.in June 1991.
 FK0102
 FK0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0102.GEOID18 height accuracy estimate available here.
 FK0102
 FK0102.Click photographs - Photos may exist for this station.
 FK0102
 FK0102.The dynamic height is computed by dividing the NAVD 88
 FK0102.geopotential number by the normal gravity value computed on the
 FK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0102.degrees latitude (g = 980.6199 gals.).
 FK0102
 FK0102.The modeled gravity was interpolated from observed gravity values.
 FK0102
 FK0102;                    North         East    Units  Estimated Accuracy
 FK0102;SPC OK S     -   205,683.3     576,034.6     MT  (+/- 3 meters HH1 GPS) 
 FK0102
 FK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6708794060(NAD 83)
 FK0102
 FK0102                          SUPERSEDED SURVEY CONTROL
 FK0102
 FK0102  NGVD 29 (??/??/92)  370.350  (m)         1215.06   (f) ADJ UNCH    2 0
 FK0102
 FK0102.Superseded values are not recommended for survey control.
 FK0102
 FK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0102.See file dsdata.pdf to determine how the superseded data were derived.
 FK0102
 FK0102_MARKER: DB = BENCH MARK DISK
 FK0102_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0102_STAMPING: H 154 1934
 FK0102_MARK LOGO: CGS
 FK0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0102
 FK0102  HISTORY     - Date     Condition        Report By
 FK0102  HISTORY     - 1934     MONUMENTED       CGS
 FK0102  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FK0102
 FK0102                          STATION DESCRIPTION
 FK0102
 FK0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0102'IN GRACEMONT.
 FK0102'IN THE TOWN OF GRACEMONT IN SOUTHWEST CORNER OF STATION PARK, 79
 FK0102'FEET SOUTHWEST OF SOUTHWEST CORNER OF GRACEMONT RAILROAD STATION,
 FK0102'41 FEET WEST OF CENTERLINE OF ROCK ISLAND R.R. MAIN LINE TRACK,
 FK0102'14.5 FEET WEST OF COTTONWOOD TREE 2 FT. IN DIAMETER AT BASE,
 FK0102'3.4 FEET NORTHEAST OF SOUTHWEST PARK FENCE CORNER.  TABLET SET
 FK0102'IN PRECAST CONCRETE POST.
 FK0102
 FK0102                          STATION RECOVERY (2022)
 FK0102
 FK0102'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FK0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0515 ***********************************************************************
 EL0515  DESIGNATION -  H 155
 EL0515  PID         -  EL0515
 EL0515  STATE/COUNTY-  OK/STEPHENS
 EL0515  COUNTRY     -  US
 EL0515  USGS QUAD   -  VELMA (2018)
 EL0515
 EL0515                         *CURRENT SURVEY CONTROL
 EL0515  ______________________________________________________________________
 EL0515* NAD 83(1986) POSITION- 34 27 48.     (N) 097 43 04.     (W)   SCALED
 EL0515* NAVD 88 ORTHO HEIGHT -   334.072 (meters)     1096.03  (feet) ADJUSTED
 EL0515  ______________________________________________________________________
 EL0515  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 EL0515  DYNAMIC HEIGHT  -        333.727 (meters)     1094.90  (feet) COMP
 EL0515  MODELED GRAVITY -    979,591.4   (mgal)                       NAVD 88
 EL0515
 EL0515  VERT ORDER      -  SECOND    CLASS 0
 EL0515
 EL0515.The horizontal coordinates were scaled from a map and have
 EL0515.an estimated accuracy of +/- 6 seconds.
 EL0515
 EL0515.The orthometric height was determined by differential leveling and
 EL0515.adjusted by the NATIONAL GEODETIC SURVEY
 EL0515.in June 1991.
 EL0515
 EL0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0515.GEOID18 height accuracy estimate available here.
 EL0515
 EL0515.Click photographs - Photos may exist for this station.
 EL0515
 EL0515.The dynamic height is computed by dividing the NAVD 88
 EL0515.geopotential number by the normal gravity value computed on the
 EL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0515.degrees latitude (g = 980.6199 gals.).
 EL0515
 EL0515.The modeled gravity was interpolated from observed gravity values.
 EL0515
 EL0515;                    North         East    Units  Estimated Accuracy
 EL0515;SPC OK S     -   125,380.      625,930.      MT  (+/- 180 meters Scaled)
 EL0515
 EL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD177142(NAD 83)
 EL0515
 EL0515                          SUPERSEDED SURVEY CONTROL
 EL0515
 EL0515  NGVD 29 (??/??/92)  333.983  (m)         1095.74   (f) ADJ UNCH    2 0
 EL0515
 EL0515.Superseded values are not recommended for survey control.
 EL0515
 EL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0515.See file dsdata.pdf to determine how the superseded data were derived.
 EL0515
 EL0515_MARKER: DB = BENCH MARK DISK
 EL0515_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0515_STAMPING: H 155 1934
 EL0515_MARK LOGO: CGS
 EL0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0515
 EL0515  HISTORY     - Date     Condition        Report By
 EL0515  HISTORY     - 1934     MONUMENTED       CGS
 EL0515  HISTORY     - 1974     MARK NOT FOUND   USGS
 EL0515
 EL0515                          STATION DESCRIPTION
 EL0515
 EL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0515'2.7 MI W FROM VELMA.
 EL0515'2.7 MILES WEST OF, ALONG STATE HWY 22, FROM POST OFFICE 110
 EL0515'FEET EAST OF LARGE BRICK CHIMNEY AT EAST END OF ARTHUR CAVEL
 EL0515'HOUSE, 104 FEET SOUTHEAST OF SOUTH END OF CONCRETE HIGHWAY
 EL0515'CULVERT, 82.5 FEET SOUTH OF CENTERLINE OF STATE HWY. 22, 40 FEET
 EL0515'EAST OF CENTERLINE OF GATEWAY, 1.7 FEET NORTH OF FENCE.  TABLET
 EL0515'SET IN PRECAST CONCRETE POST.
 EL0515
 EL0515                          STATION RECOVERY (1974)
 EL0515
 EL0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EL0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0188 ***********************************************************************
 EL0188  DESIGNATION -  H 156
 EL0188  PID         -  EL0188
 EL0188  STATE/COUNTY-  OK/JOHNSTON
 EL0188  COUNTRY     -  US
 EL0188  USGS QUAD   -  MILL CREEK (2018)
 EL0188
 EL0188                         *CURRENT SURVEY CONTROL
 EL0188  ______________________________________________________________________
 EL0188* NAD 83(1986) POSITION- 34 26 02.     (N) 096 49 55.     (W)   SCALED
 EL0188* NAVD 88 ORTHO HEIGHT -   328.893 (meters)     1079.04  (feet) ADJUSTED
 EL0188  ______________________________________________________________________
 EL0188  GEOID HEIGHT    -        -25.386 (meters)                     GEOID18
 EL0188  DYNAMIC HEIGHT  -        328.568 (meters)     1077.98  (feet) COMP
 EL0188  MODELED GRAVITY -    979,637.5   (mgal)                       NAVD 88
 EL0188
 EL0188  VERT ORDER      -  SECOND    CLASS 0
 EL0188
 EL0188.The horizontal coordinates were scaled from a map and have
 EL0188.an estimated accuracy of +/- 6 seconds.
 EL0188
 EL0188.The orthometric height was determined by differential leveling and
 EL0188.adjusted by the NATIONAL GEODETIC SURVEY
 EL0188.in June 1991.
 EL0188
 EL0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0188.GEOID18 height accuracy estimate available here.
 EL0188
 EL0188.Click photographs - Photos may exist for this station.
 EL0188
 EL0188.The dynamic height is computed by dividing the NAVD 88
 EL0188.geopotential number by the normal gravity value computed on the
 EL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0188.degrees latitude (g = 980.6199 gals.).
 EL0188
 EL0188.The modeled gravity was interpolated from observed gravity values.
 EL0188
 EL0188;                    North         East    Units  Estimated Accuracy
 EL0188;SPC OK S     -   122,700.      707,350.      MT  (+/- 180 meters Scaled)
 EL0188
 EL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD992123(NAD 83)
 EL0188
 EL0188                          SUPERSEDED SURVEY CONTROL
 EL0188
 EL0188  NGVD 29 (??/??/92)  328.821  (m)         1078.81   (f) ADJ UNCH    2 0
 EL0188
 EL0188.Superseded values are not recommended for survey control.
 EL0188
 EL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0188.See file dsdata.pdf to determine how the superseded data were derived.
 EL0188
 EL0188_MARKER: DB = BENCH MARK DISK
 EL0188_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0188_STAMPING: H 156 1934
 EL0188_MARK LOGO: CGS
 EL0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0188
 EL0188  HISTORY     - Date     Condition        Report By
 EL0188  HISTORY     - 1934     MONUMENTED       CGS
 EL0188  HISTORY     - 20210317 MARK NOT FOUND   OKDOT
 EL0188
 EL0188                          STATION DESCRIPTION
 EL0188
 EL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0188'2.1 MI N FROM MILL CREEK.
 EL0188'2.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EL0188'STATION AT MILL CREEK, JOHNSTON COUNTY, 125 FEET SOUTHWEST OF THE
 EL0188'SECOND POLE NORTH OF POLE 577+10, 135 FEET NORTHWEST OF POLE 12399,
 EL0188'AT A ROAD CROSSING, 47.4 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EL0188'TRACK, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.2 FEET NORTH
 EL0188'OF THE NORTH ROAD RIGHT-OF-WAY FENCE, AND 2.5 FEET EAST OF THE
 EL0188'RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 156 1934
 EL0188'AND SET IN THE TOP OF A CONCRETE POST.
 EL0188
 EL0188                          STATION RECOVERY (2021)
 EL0188
 EL0188'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0102 ***********************************************************************
 EL0102  DESIGNATION -  H 157
 EL0102  PID         -  EL0102
 EL0102  STATE/COUNTY-  OK/JOHNSTON
 EL0102  COUNTRY     -  US
 EL0102  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0102
 EL0102                         *CURRENT SURVEY CONTROL
 EL0102  ______________________________________________________________________
 EL0102* NAD 83(1986) POSITION- 34 18 16.     (N) 096 28 43.     (W)   SCALED
 EL0102* NAVD 88 ORTHO HEIGHT -   229.563 (meters)      753.16  (feet) ADJUSTED
 EL0102  ______________________________________________________________________
 EL0102  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 EL0102  DYNAMIC HEIGHT  -        229.339 (meters)      752.42  (feet) COMP
 EL0102  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 EL0102
 EL0102  VERT ORDER      -  SECOND    CLASS 0
 EL0102
 EL0102.The horizontal coordinates were scaled from a map and have
 EL0102.an estimated accuracy of +/- 6 seconds.
 EL0102
 EL0102.The orthometric height was determined by differential leveling and
 EL0102.adjusted by the NATIONAL GEODETIC SURVEY
 EL0102.in June 1991.
 EL0102
 EL0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0102.GEOID18 height accuracy estimate available here.
 EL0102
 EL0102.Click photographs - Photos may exist for this station.
 EL0102
 EL0102.The dynamic height is computed by dividing the NAVD 88
 EL0102.geopotential number by the normal gravity value computed on the
 EL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0102.degrees latitude (g = 980.6199 gals.).
 EL0102
 EL0102.The modeled gravity was interpolated from observed gravity values.
 EL0102
 EL0102;                    North         East    Units  Estimated Accuracy
 EL0102;SPC OK S     -   108,770.      740,040.      MT  (+/- 180 meters Scaled)
 EL0102
 EL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC320987(NAD 83)
 EL0102
 EL0102                          SUPERSEDED SURVEY CONTROL
 EL0102
 EL0102  NGVD 29 (??/??/92)  229.508  (m)          752.98   (f) ADJ UNCH    2 0
 EL0102
 EL0102.Superseded values are not recommended for survey control.
 EL0102
 EL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0102.See file dsdata.pdf to determine how the superseded data were derived.
 EL0102
 EL0102_MARKER: DB = BENCH MARK DISK
 EL0102_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0102_STAMPING: H 157 1934
 EL0102_MARK LOGO: CGS
 EL0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0102
 EL0102  HISTORY     - Date     Condition        Report By
 EL0102  HISTORY     - 1934     MONUMENTED       CGS
 EL0102  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0102
 EL0102                          STATION DESCRIPTION
 EL0102
 EL0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0102'2.3 MI NE FROM FILLMORE.
 EL0102'86.7 FEET EAST OF M.P. 68, 31.7 FEET SOUTH OF OAK TREE 2.8 FEET
 EL0102'IN DIAMETER AT BASE AT NORTHWEST R/W FENCE CORNER, 24.2 FEET
 EL0102'NORTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 EL0102'R.R. TRACKS, 17 FEET EAST OF CENTERLINE OF CROSS ROAD, 13 FEET
 EL0102'SOUTHEAST OF EAST END OF SMALL WOOD ROAD CULVERT, 1.6 FEET WEST
 EL0102'OF R/W CROSS FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EL0102
 EL0102                          STATION RECOVERY (1967)
 EL0102
 EL0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0541 ***********************************************************************
 EK0541  DESIGNATION -  H 158
 EK0541  PID         -  EK0541
 EK0541  STATE/COUNTY-  OK/ATOKA
 EK0541  COUNTRY     -  US
 EK0541  USGS QUAD   -  LANE (2019)
 EK0541
 EK0541                         *CURRENT SURVEY CONTROL
 EK0541  ______________________________________________________________________
 EK0541* NAD 83(1986) POSITION- 34 15 50.     (N) 095 53 01.     (W)   SCALED
 EK0541* NAVD 88 ORTHO HEIGHT -   161.053 (meters)      528.39  (feet) ADJUSTED
 EK0541  ______________________________________________________________________
 EK0541  GEOID HEIGHT    -        -29.181 (meters)                     GEOID18
 EK0541  DYNAMIC HEIGHT  -        160.881 (meters)      527.82  (feet) COMP
 EK0541  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 EK0541
 EK0541  VERT ORDER      -  SECOND    CLASS 0
 EK0541
 EK0541.The horizontal coordinates were scaled from a map and have
 EK0541.an estimated accuracy of +/- 6 seconds.
 EK0541
 EK0541.The orthometric height was determined by differential leveling and
 EK0541.adjusted by the NATIONAL GEODETIC SURVEY
 EK0541.in June 1991.
 EK0541
 EK0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0541.GEOID18 height accuracy estimate available here.
 EK0541
 EK0541.Click photographs - Photos may exist for this station.
 EK0541
 EK0541.The dynamic height is computed by dividing the NAVD 88
 EK0541.geopotential number by the normal gravity value computed on the
 EK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0541.degrees latitude (g = 980.6199 gals.).
 EK0541
 EK0541.The modeled gravity was interpolated from observed gravity values.
 EK0541
 EK0541;                    North         East    Units  Estimated Accuracy
 EK0541;SPC OK S     -   105,260.      794,890.      MT  (+/- 180 meters Scaled)
 EK0541
 EK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT344951(NAD 83)
 EK0541
 EK0541                          SUPERSEDED SURVEY CONTROL
 EK0541
 EK0541  NGVD 29 (??/??/92)  160.971  (m)          528.12   (f) ADJ UNCH    2 0
 EK0541
 EK0541.Superseded values are not recommended for survey control.
 EK0541
 EK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0541.See file dsdata.pdf to determine how the superseded data were derived.
 EK0541
 EK0541_MARKER: DB = BENCH MARK DISK
 EK0541_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0541_STAMPING: H 158 1934
 EK0541_MARK LOGO: CGS
 EK0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0541
 EK0541  HISTORY     - Date     Condition        Report By
 EK0541  HISTORY     - 1934     MONUMENTED       CGS
 EK0541
 EK0541                          STATION DESCRIPTION
 EK0541
 EK0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0541'6.1 MI NW FROM DARWIN.
 EK0541'6.1 MILES NORTHWEST OF, ALONG ST. HWY 19, FROM PO.  ABOUT 1.6
 EK0541'MILE NORTHWEST OF SANDY CREEK, SOUTHEAST EDGE OF OAK GROVE, 130
 EK0541'FEET SOUTH OF CONCRETE HIGHWAY CULVERT, 50 FEET SOUTHWEST OF
 EK0541'CENTERLINE OF ST. HWY. 19, 40 FEET NORTHWEST OF GATE, 4 FEET
 EK0541'EAST OF FENCE CORNER, TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0041 ***********************************************************************
 GJ0041  DESIGNATION -  H 16
 GJ0041  PID         -  GJ0041
 GJ0041  STATE/COUNTY-  OK/ALFALFA
 GJ0041  COUNTRY     -  US
 GJ0041  USGS QUAD   -  CARMEN (2018)
 GJ0041
 GJ0041                         *CURRENT SURVEY CONTROL
 GJ0041  ______________________________________________________________________
 GJ0041* NAD 83(1986) POSITION- 36 33 25.     (N) 098 24 30.     (W)   SCALED
 GJ0041* NAVD 88 ORTHO HEIGHT -   411.537 (meters)     1350.18  (feet) ADJUSTED
 GJ0041  ______________________________________________________________________
 GJ0041  GEOID HEIGHT    -        -27.827 (meters)                     GEOID18
 GJ0041  DYNAMIC HEIGHT  -        411.174 (meters)     1348.99  (feet) COMP
 GJ0041  MODELED GRAVITY -    979,737.4   (mgal)                       NAVD 88
 GJ0041
 GJ0041  VERT ORDER      -  FIRST     CLASS II
 GJ0041
 GJ0041.The horizontal coordinates were scaled from a map and have
 GJ0041.an estimated accuracy of +/- 6 seconds.
 GJ0041
 GJ0041.The orthometric height was determined by differential leveling and
 GJ0041.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0041.in June 1991.
 GJ0041
 GJ0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0041.GEOID18 height accuracy estimate available here.
 GJ0041
 GJ0041.Click photographs - Photos may exist for this station.
 GJ0041
 GJ0041.The dynamic height is computed by dividing the NAVD 88
 GJ0041.geopotential number by the normal gravity value computed on the
 GJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0041.degrees latitude (g = 980.6199 gals.).
 GJ0041
 GJ0041.The modeled gravity was interpolated from observed gravity values.
 GJ0041
 GJ0041;                    North         East    Units  Estimated Accuracy
 GJ0041;SPC OK N     -   172,830.      563,450.      MT  (+/- 180 meters Scaled)
 GJ0041
 GJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF529458(NAD 83)
 GJ0041
 GJ0041                          SUPERSEDED SURVEY CONTROL
 GJ0041
 GJ0041  NGVD 29 (??/??/92)  411.374  (m)         1349.65   (f) SUPERSEDED  1 2
 GJ0041  NGVD 29 (04/22/92)  411.374  (m)         1349.65   (f) ADJUSTED    1 2
 GJ0041
 GJ0041.Superseded values are not recommended for survey control.
 GJ0041
 GJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0041.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0041
 GJ0041_MARKER: DB = BENCH MARK DISK
 GJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0041_STAMPING: H 16 1928
 GJ0041_MARK LOGO: USGS
 GJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0041+STABILITY: SURFACE MOTION
 GJ0041
 GJ0041  HISTORY     - Date     Condition        Report By
 GJ0041  HISTORY     - 1928     MONUMENTED       USGS
 GJ0041  HISTORY     - 1934     GOOD             CGS
 GJ0041  HISTORY     - 1934     GOOD             CGS
 GJ0041  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0041
 GJ0041                          STATION DESCRIPTION
 GJ0041
 GJ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0041'3.2 MI SE FROM CARMEN.
 GJ0041'3.12 MILES SOUTHEAST OF CARMEN.  120 FEET SOUTHWEST OF MILE POLE
 GJ0041'537/10.  58 FEET SOUTH OF ST LOUIS AND SAN FRANCISCO RAILWAY TRACK.
 GJ0041'48 FEET WEST OF CENTER LINE OF SECTION LINE ROAD.  15.5 FEET
 GJ0041'WEST BY 2.5 FEET SOUTH OF THREE-WAY FENCE POST, IN SOUTHEAST
 GJ0041'QUARTER SECTION 18, TOWNSHIP 24 NORTH, AND RANGE 11 WEST.
 GJ0041
 GJ0041                          STATION RECOVERY (1934)
 GJ0041
 GJ0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0041'RECOVERED IN GOOD CONDITION.
 GJ0041
 GJ0041                          STATION RECOVERY (1944)
 GJ0041
 GJ0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0601 ***********************************************************************
 EK0601  DESIGNATION -  H 16
 EK0601  PID         -  EK0601
 EK0601  STATE/COUNTY-  OK/PITTSBURG
 EK0601  COUNTRY     -  US
 EK0601  USGS QUAD   -  MCALESTER SW (2018)
 EK0601
 EK0601                         *CURRENT SURVEY CONTROL
 EK0601  ______________________________________________________________________
 EK0601* NAD 83(1986) POSITION- 34 46 22.     (N) 095 53 07.     (W)   SCALED
 EK0601* NAVD 88 ORTHO HEIGHT -   219.756 (meters)      720.98  (feet) ADJUSTED
 EK0601  ______________________________________________________________________
 EK0601  GEOID HEIGHT    -        -29.631 (meters)                     GEOID18
 EK0601  DYNAMIC HEIGHT  -        219.531 (meters)      720.24  (feet) COMP
 EK0601  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 EK0601
 EK0601  VERT ORDER      -  FIRST     CLASS II
 EK0601
 EK0601.The horizontal coordinates were scaled from a map and have
 EK0601.an estimated accuracy of +/- 6 seconds.
 EK0601
 EK0601.The orthometric height was determined by differential leveling and
 EK0601.adjusted by the NATIONAL GEODETIC SURVEY
 EK0601.in June 1991.
 EK0601
 EK0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0601.GEOID18 height accuracy estimate available here.
 EK0601
 EK0601.Click photographs - Photos may exist for this station.
 EK0601
 EK0601.The dynamic height is computed by dividing the NAVD 88
 EK0601.geopotential number by the normal gravity value computed on the
 EK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0601.degrees latitude (g = 980.6199 gals.).
 EK0601
 EK0601.The modeled gravity was interpolated from observed gravity values.
 EK0601
 EK0601;                    North         East    Units  Estimated Accuracy
 EK0601;SPC OK S     -   161,700.      793,560.      MT  (+/- 180 meters Scaled)
 EK0601
 EK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU359516(NAD 83)
 EK0601
 EK0601                          SUPERSEDED SURVEY CONTROL
 EK0601
 EK0601  NGVD 29 (??/??/92)  219.649  (m)          720.63   (f) ADJ UNCH    1 2
 EK0601
 EK0601.Superseded values are not recommended for survey control.
 EK0601
 EK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0601.See file dsdata.pdf to determine how the superseded data were derived.
 EK0601
 EK0601_MARKER: DB = BENCH MARK DISK
 EK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0601_STAMPING: H 16 1933
 EK0601_MARK LOGO: CGS
 EK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0601+STABILITY: SURFACE MOTION
 EK0601
 EK0601  HISTORY     - Date     Condition        Report By
 EK0601  HISTORY     - 1933     MONUMENTED       CGS
 EK0601  HISTORY     - 1934     GOOD             CGS
 EK0601
 EK0601                          STATION DESCRIPTION
 EK0601
 EK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0601'4 MI N FROM KIOWA.
 EK0601'3.98 MILES NORTH OF KIOWA, EAST OF MILE POLE 579, 0.5 MILE
 EK0601'SOUTH OF SEMAPHORE MARKED 578.4, 70 FEET EAST OF THE TRACK.
 EK0601
 EK0601                          STATION RECOVERY (1934)
 EK0601
 EK0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0445 ***********************************************************************
 GJ0445  DESIGNATION -  H 16 A
 GJ0445  PID         -  GJ0445
 GJ0445  STATE/COUNTY-  OK/ALFALFA
 GJ0445  COUNTRY     -  US
 GJ0445  USGS QUAD   -  CARMEN (2018)
 GJ0445
 GJ0445                         *CURRENT SURVEY CONTROL
 GJ0445  ______________________________________________________________________
 GJ0445* NAD 83(1986) POSITION- 36 33 52.     (N) 098 25 37.     (W)   SCALED
 GJ0445* NAVD 88 ORTHO HEIGHT -   410.331 (meters)     1346.23  (feet) ADJUSTED
 GJ0445  ______________________________________________________________________
 GJ0445  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 GJ0445  DYNAMIC HEIGHT  -        409.969 (meters)     1345.04  (feet) COMP
 GJ0445  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 GJ0445
 GJ0445  VERT ORDER      -  FIRST     CLASS II
 GJ0445
 GJ0445.The horizontal coordinates were scaled from a map and have
 GJ0445.an estimated accuracy of +/- 6 seconds.
 GJ0445
 GJ0445.The orthometric height was determined by differential leveling and
 GJ0445.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0445.in June 1991.
 GJ0445
 GJ0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0445.GEOID18 height accuracy estimate available here.
 GJ0445
 GJ0445.Click photographs - Photos may exist for this station.
 GJ0445
 GJ0445.The dynamic height is computed by dividing the NAVD 88
 GJ0445.geopotential number by the normal gravity value computed on the
 GJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0445.degrees latitude (g = 980.6199 gals.).
 GJ0445
 GJ0445.The modeled gravity was interpolated from observed gravity values.
 GJ0445
 GJ0445;                    North         East    Units  Estimated Accuracy
 GJ0445;SPC OK N     -   173,670.      561,780.      MT  (+/- 180 meters Scaled)
 GJ0445
 GJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF512467(NAD 83)
 GJ0445
 GJ0445                          SUPERSEDED SURVEY CONTROL
 GJ0445
 GJ0445  NGVD 29 (04/22/92)  410.167  (m)         1345.69   (f) ADJUSTED    1 2
 GJ0445
 GJ0445.Superseded values are not recommended for survey control.
 GJ0445
 GJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0445.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0445
 GJ0445_MARKER: Q = CHISELED SQUARE
 GJ0445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0445_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0445_MARK LOGO: NONE
 GJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0445+STABILITY: SURFACE MOTION
 GJ0445
 GJ0445  HISTORY     - Date     Condition        Report By
 GJ0445  HISTORY     - 1928     MONUMENTED       USGS
 GJ0445
 GJ0445                          STATION DESCRIPTION
 GJ0445
 GJ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0445'3.2 KM (2.00 MI) SE FROM CARMEN.
 GJ0445'CARMEN, 1.97 MILES SOUTHEAST OF T. 24 N., R. 12 W., NORTHEAST 1/4
 GJ0445'SECTION 13, 9.2 FEET NORTH OF TRACK, 150 FEET WEST OF ROAD CROSSING,
 GJ0445'IN CENTER OF TOP FACE OF CONCRETE CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0446 ***********************************************************************
 GJ0446  DESIGNATION -  H 16 B
 GJ0446  PID         -  GJ0446
 GJ0446  STATE/COUNTY-  OK/ALFALFA
 GJ0446  COUNTRY     -  US
 GJ0446  USGS QUAD   -  CARMEN (2018)
 GJ0446
 GJ0446                         *CURRENT SURVEY CONTROL
 GJ0446  ______________________________________________________________________
 GJ0446* NAD 83(1986) POSITION- 36 34 17.     (N) 098 26 39.     (W)   SCALED
 GJ0446* NAVD 88 ORTHO HEIGHT -   410.169 (meters)     1345.70  (feet) ADJUSTED
 GJ0446  ______________________________________________________________________
 GJ0446  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 GJ0446  DYNAMIC HEIGHT  -        409.806 (meters)     1344.51  (feet) COMP
 GJ0446  MODELED GRAVITY -    979,735.4   (mgal)                       NAVD 88
 GJ0446
 GJ0446  VERT ORDER      -  FIRST     CLASS II
 GJ0446
 GJ0446.The horizontal coordinates were scaled from a map and have
 GJ0446.an estimated accuracy of +/- 6 seconds.
 GJ0446
 GJ0446.The orthometric height was determined by differential leveling and
 GJ0446.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0446.in June 1991.
 GJ0446
 GJ0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0446.GEOID18 height accuracy estimate available here.
 GJ0446
 GJ0446.Click photographs - Photos may exist for this station.
 GJ0446
 GJ0446.The dynamic height is computed by dividing the NAVD 88
 GJ0446.geopotential number by the normal gravity value computed on the
 GJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0446.degrees latitude (g = 980.6199 gals.).
 GJ0446
 GJ0446.The modeled gravity was interpolated from observed gravity values.
 GJ0446
 GJ0446;                    North         East    Units  Estimated Accuracy
 GJ0446;SPC OK N     -   174,440.      560,250.      MT  (+/- 180 meters Scaled)
 GJ0446
 GJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF497474(NAD 83)
 GJ0446
 GJ0446                          SUPERSEDED SURVEY CONTROL
 GJ0446
 GJ0446  NGVD 29 (04/22/92)  410.004  (m)         1345.15   (f) ADJUSTED    1 2
 GJ0446
 GJ0446.Superseded values are not recommended for survey control.
 GJ0446
 GJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0446.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0446
 GJ0446_MARKER: N = NAIL
 GJ0446_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 GJ0446_SP_SET: IN ROOT OF TREE
 GJ0446_MARK LOGO: USGS
 GJ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0446
 GJ0446  HISTORY     - Date     Condition        Report By
 GJ0446  HISTORY     - 1928     MONUMENTED       USGS
 GJ0446
 GJ0446                          STATION DESCRIPTION
 GJ0446
 GJ0446'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0446'1.4 KM (0.90 MI) SE FROM CARMEN.
 GJ0446'CARMEN, 0.88 MILES SOUTHEAST OF, NEAR THE WEST 1/4 CORNER OF SECTION
 GJ0446'12, T. 24 N., R. 12 W., 126 FEET NORTH OF TRACK, AND 32 FEET EAST OF
 GJ0446'ROAD, 7 FEET EAST OF FENCE LINE AND 34 FEET NORTH OF DRIVEWAY TO
 GJ0446'HOUSE, IN ROOT ON SOUTH SIDE OF 15-INCH ELM TREE, COPPER NAIL WITH
 GJ0446'WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0447 ***********************************************************************
 GJ0447  DESIGNATION -  H 16 C
 GJ0447  PID         -  GJ0447
 GJ0447  STATE/COUNTY-  OK/ALFALFA
 GJ0447  COUNTRY     -  US
 GJ0447  USGS QUAD   -  CARMEN (2018)
 GJ0447
 GJ0447                         *CURRENT SURVEY CONTROL
 GJ0447  ______________________________________________________________________
 GJ0447* NAD 83(1986) POSITION- 36 34 29.     (N) 098 27 14.     (W)   SCALED
 GJ0447* NAVD 88 ORTHO HEIGHT -   407.485 (meters)     1336.89  (feet) ADJUSTED
 GJ0447  ______________________________________________________________________
 GJ0447  GEOID HEIGHT    -        -27.898 (meters)                     GEOID18
 GJ0447  DYNAMIC HEIGHT  -        407.124 (meters)     1335.71  (feet) COMP
 GJ0447  MODELED GRAVITY -    979,734.7   (mgal)                       NAVD 88
 GJ0447
 GJ0447  VERT ORDER      -  FIRST     CLASS II
 GJ0447
 GJ0447.The horizontal coordinates were scaled from a map and have
 GJ0447.an estimated accuracy of +/- 6 seconds.
 GJ0447
 GJ0447.The orthometric height was determined by differential leveling and
 GJ0447.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0447.in June 1991.
 GJ0447
 GJ0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0447.GEOID18 height accuracy estimate available here.
 GJ0447
 GJ0447.Click photographs - Photos may exist for this station.
 GJ0447
 GJ0447.The dynamic height is computed by dividing the NAVD 88
 GJ0447.geopotential number by the normal gravity value computed on the
 GJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0447.degrees latitude (g = 980.6199 gals.).
 GJ0447
 GJ0447.The modeled gravity was interpolated from observed gravity values.
 GJ0447
 GJ0447;                    North         East    Units  Estimated Accuracy
 GJ0447;SPC OK N     -   174,820.      559,380.      MT  (+/- 180 meters Scaled)
 GJ0447
 GJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF488478(NAD 83)
 GJ0447
 GJ0447                          SUPERSEDED SURVEY CONTROL
 GJ0447
 GJ0447  NGVD 29 (04/22/92)  407.318  (m)         1336.34   (f) ADJUSTED    1 2
 GJ0447
 GJ0447.Superseded values are not recommended for survey control.
 GJ0447
 GJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0447.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0447
 GJ0447_MARKER: B = BOLT
 GJ0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0447_SP_SET: TOP OF BOLT
 GJ0447_MARK LOGO: NONE
 GJ0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0447
 GJ0447  HISTORY     - Date     Condition        Report By
 GJ0447  HISTORY     - 1928     MONUMENTED       USGS
 GJ0447
 GJ0447                          STATION DESCRIPTION
 GJ0447
 GJ0447'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0447'0.5 KM (0.30 MI) SE FROM CARMEN.
 GJ0447'CARMEN, 0.27 MILES SOUTHEAST OF THE FRISCO RAILWAY STATION, T. 24 N.,
 GJ0447'R. 12 W., SOUTHEAST 1/4 SECTION 11, AT CROSSING OF THE FRISCO RAILWAY
 GJ0447'AND ORIENT RAILWAY, ON WEST SIDE OF EAST RAIL OF ORIENT TRACK MIDWAY
 GJ0447'BETWEEN THE RAILS OF FRISCO TRACK, TOP OF BOLT HEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0637 ***********************************************************************
 FH0637  DESIGNATION -  H 160
 FH0637  PID         -  FH0637
 FH0637  STATE/COUNTY-  OK/LATIMER
 FH0637  COUNTRY     -  US
 FH0637  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0637
 FH0637                         *CURRENT SURVEY CONTROL
 FH0637  ______________________________________________________________________
 FH0637* NAD 83(1986) POSITION- 35 01 52.     (N) 095 18 26.     (W)   SCALED
 FH0637* NAVD 88 ORTHO HEIGHT -   334.536 (meters)     1097.56  (feet) ADJUSTED
 FH0637  ______________________________________________________________________
 FH0637  GEOID HEIGHT    -        -30.887 (meters)                     GEOID18
 FH0637  DYNAMIC HEIGHT  -        334.195 (meters)     1096.44  (feet) COMP
 FH0637  MODELED GRAVITY -    979,605.5   (mgal)                       NAVD 88
 FH0637
 FH0637  VERT ORDER      -  SECOND    CLASS 0
 FH0637
 FH0637.The horizontal coordinates were scaled from a map and have
 FH0637.an estimated accuracy of +/- 6 seconds.
 FH0637
 FH0637.The orthometric height was determined by differential leveling and
 FH0637.adjusted by the NATIONAL GEODETIC SURVEY
 FH0637.in June 1991.
 FH0637
 FH0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0637.GEOID18 height accuracy estimate available here.
 FH0637
 FH0637.Click photographs - Photos may exist for this station.
 FH0637
 FH0637.The dynamic height is computed by dividing the NAVD 88
 FH0637.geopotential number by the normal gravity value computed on the
 FH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0637.degrees latitude (g = 980.6199 gals.).
 FH0637
 FH0637.The modeled gravity was interpolated from observed gravity values.
 FH0637
 FH0637;                    North         East    Units  Estimated Accuracy
 FH0637;SPC OK S     -   191,600.      845,690.      MT  (+/- 180 meters Scaled)
 FH0637
 FH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU895789(NAD 83)
 FH0637
 FH0637                          SUPERSEDED SURVEY CONTROL
 FH0637
 FH0637  NGVD 29 (??/??/92)  334.419  (m)         1097.17   (f) ADJ UNCH    2 0
 FH0637
 FH0637.Superseded values are not recommended for survey control.
 FH0637
 FH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0637.See file dsdata.pdf to determine how the superseded data were derived.
 FH0637
 FH0637_MARKER: DB = BENCH MARK DISK
 FH0637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0637_STAMPING: H 160 1934
 FH0637_MARK LOGO: CGS
 FH0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0637
 FH0637  HISTORY     - Date     Condition        Report By
 FH0637  HISTORY     - 1934     MONUMENTED       CGS
 FH0637  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0637
 FH0637                          STATION DESCRIPTION
 FH0637
 FH0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0637'10.1 MI S FROM QUINTON.
 FH0637'10.1 MILES SOUTH OF, ALONG STATE HWY. 2, FROM RY. STATION.
 FH0637'ABOUT 0.1 MILE SOUTHEAST OF SUMMIT OF SHORT STEEP HILL, 135
 FH0637'FEET SOUTHEAST OF CORRUGATED PIPE HIGHWAY CULVERT, 58 FEET EAST
 FH0637'OF CENTERLINE OF WAGON ROAD LEADING SOUTH, 51 FEET SOUTHWEST
 FH0637'OF CENTERLINE OF STATE HWY. 2, 10.8 FEET EAST OF OAK TREE
 FH0637'2.8 FEET IN DIAMETER AT BASE, 3.8 FEET ABOVE LEVEL OF HIGHWAY.
 FH0637'TABLET SET IN PRECAST CONCRETE POST.
 FH0637
 FH0637                          STATION RECOVERY (1967)
 FH0637
 FH0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0637'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0521 ***********************************************************************
 FH0521  DESIGNATION -  H 162
 FH0521  PID         -  FH0521
 FH0521  STATE/COUNTY-  OK/CHEROKEE
 FH0521  COUNTRY     -  US
 FH0521  USGS QUAD   -  HULBERT (2019)
 FH0521
 FH0521                         *CURRENT SURVEY CONTROL
 FH0521  ______________________________________________________________________
 FH0521* NAD 83(1986) POSITION- 35 56 00.     (N) 095 08 28.     (W)   SCALED
 FH0521* NAVD 88 ORTHO HEIGHT -   184.036 (meters)      603.79  (feet) ADJUSTED
 FH0521  ______________________________________________________________________
 FH0521  GEOID HEIGHT    -        -29.159 (meters)                     GEOID18
 FH0521  DYNAMIC HEIGHT  -        183.872 (meters)      603.25  (feet) COMP
 FH0521  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 FH0521
 FH0521  VERT ORDER      -  SECOND    CLASS 0
 FH0521
 FH0521.The horizontal coordinates were scaled from a map and have
 FH0521.an estimated accuracy of +/- 6 seconds.
 FH0521
 FH0521.The orthometric height was determined by differential leveling and
 FH0521.adjusted by the NATIONAL GEODETIC SURVEY
 FH0521.in June 1991.
 FH0521
 FH0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0521.GEOID18 height accuracy estimate available here.
 FH0521
 FH0521.Click photographs - Photos may exist for this station.
 FH0521
 FH0521.The dynamic height is computed by dividing the NAVD 88
 FH0521.geopotential number by the normal gravity value computed on the
 FH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0521.degrees latitude (g = 980.6199 gals.).
 FH0521
 FH0521.The modeled gravity was interpolated from observed gravity values.
 FH0521
 FH0521;                    North         East    Units  Estimated Accuracy
 FH0521;SPC OK N     -   107,350.      857,940.      MT  (+/- 180 meters Scaled)
 FH0521
 FH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV068786(NAD 83)
 FH0521
 FH0521                          SUPERSEDED SURVEY CONTROL
 FH0521
 FH0521  NGVD 29 (??/??/92)  183.915  (m)          603.39   (f) ADJ UNCH    2 0
 FH0521
 FH0521.Superseded values are not recommended for survey control.
 FH0521
 FH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0521.See file dsdata.pdf to determine how the superseded data were derived.
 FH0521
 FH0521_MARKER: DB = BENCH MARK DISK
 FH0521_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0521_STAMPING: H 162 1934
 FH0521_MARK LOGO: CGS
 FH0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0521
 FH0521  HISTORY     - Date     Condition        Report By
 FH0521  HISTORY     - 1934     MONUMENTED       CGS
 FH0521  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0521
 FH0521                          STATION DESCRIPTION
 FH0521
 FH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0521'AT HULBERT.
 FH0521'IN THE TOWN OF HULBERT, AT RAILROAD STATION.  540 FEET NORTHEAST
 FH0521'OF ST. LOUIS AND SAN FRANCISCO RY. STATION, 102 FEET SOUTH
 FH0521'OF NORTHEAST MAIN LINE SWITCH POINT, 51 FEET SOUTHEAST OF
 FH0521'CENTERLINE OF MAIN LINE TRACK AT S.L. AND S.F.RY., 3 FEET WEST
 FH0521'OF PROPERTY CORNER.  TABLET SET IN PRECAST CONCRETE POST.
 FH0521
 FH0521                          STATION RECOVERY (1974)
 FH0521
 FH0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0521'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0752 ***********************************************************************
 FH0752  DESIGNATION -  H 164
 FH0752  PID         -  FH0752
 FH0752  STATE/COUNTY-  OK/CHEROKEE
 FH0752  COUNTRY     -  US
 FH0752  USGS QUAD   -  TAHLEQUAH (2019)
 FH0752
 FH0752                         *CURRENT SURVEY CONTROL
 FH0752  ______________________________________________________________________
 FH0752* NAD 83(1986) POSITION- 35 59 10.     (N) 094 55 22.     (W)   SCALED
 FH0752* NAVD 88 ORTHO HEIGHT -   236.578 (meters)      776.17  (feet) ADJUSTED
 FH0752  ______________________________________________________________________
 FH0752  GEOID HEIGHT    -        -28.856 (meters)                     GEOID18
 FH0752  DYNAMIC HEIGHT  -        236.368 (meters)      775.48  (feet) COMP
 FH0752  MODELED GRAVITY -    979,740.3   (mgal)                       NAVD 88
 FH0752
 FH0752  VERT ORDER      -  SECOND    CLASS 0
 FH0752
 FH0752.The horizontal coordinates were scaled from a map and have
 FH0752.an estimated accuracy of +/- 6 seconds.
 FH0752
 FH0752.The orthometric height was determined by differential leveling and
 FH0752.adjusted by the NATIONAL GEODETIC SURVEY
 FH0752.in June 1991.
 FH0752
 FH0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0752.GEOID18 height accuracy estimate available here.
 FH0752
 FH0752.Click photographs - Photos may exist for this station.
 FH0752
 FH0752.The dynamic height is computed by dividing the NAVD 88
 FH0752.geopotential number by the normal gravity value computed on the
 FH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0752.degrees latitude (g = 980.6199 gals.).
 FH0752
 FH0752.The modeled gravity was interpolated from observed gravity values.
 FH0752
 FH0752;                    North         East    Units  Estimated Accuracy
 FH0752;SPC OK N     -   113,810.      877,440.      MT  (+/- 180 meters Scaled)
 FH0752
 FH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV266841(NAD 83)
 FH0752
 FH0752                          SUPERSEDED SURVEY CONTROL
 FH0752
 FH0752  NGVD 29 (??/??/92)  236.443  (m)          775.73   (f) ADJ UNCH    2 0
 FH0752
 FH0752.Superseded values are not recommended for survey control.
 FH0752
 FH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0752.See file dsdata.pdf to determine how the superseded data were derived.
 FH0752
 FH0752_MARKER: DB = BENCH MARK DISK
 FH0752_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0752_STAMPING: H 164 1934
 FH0752_MARK LOGO: CGS
 FH0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0752
 FH0752  HISTORY     - Date     Condition        Report By
 FH0752  HISTORY     - 1934     MONUMENTED       CGS
 FH0752  HISTORY     - 1960     GOOD             CGS
 FH0752
 FH0752                          STATION DESCRIPTION
 FH0752
 FH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0752'8.2 MI NE FROM TAHLEQUAH.
 FH0752'8.2 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE COUNTY
 FH0752'COURTHOUSE AT TAHLEQUAH, CHEROKEE COUNTY, 0.5 MILE NORTH OF
 FH0752'MC SPADDEN FALLS, 600 FEET NORTH OF THE SUMMIT OVER A HILL, 3.5
 FH0752'FEET SOUTH OF A WOODEN BRIDGE, 36 FEET EAST OF THE CENTERLINE OF
 FH0752'THE HIGHWAY, AND 1.8 FEET WEST OF THE INTERSECTION OF A FENCE
 FH0752'WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 164 1934
 FH0752'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK MAY HAVE
 FH0752'BEEN DESTROYED BY HIGHWAY IMPROVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0645 ***********************************************************************
 EK0645  DESIGNATION -  H 166
 EK0645  PID         -  EK0645
 EK0645  STATE/COUNTY-  OK/PITTSBURG
 EK0645  COUNTRY     -  US
 EK0645  USGS QUAD   -  MCALESTER (2018)
 EK0645
 EK0645                         *CURRENT SURVEY CONTROL
 EK0645  ______________________________________________________________________
 EK0645* NAD 83(1986) POSITION- 34 55 59.     (N) 095 46 02.     (W)   SCALED
 EK0645* NAVD 88 ORTHO HEIGHT -   226.554 (meters)      743.29  (feet) ADJUSTED
 EK0645  ______________________________________________________________________
 EK0645  GEOID HEIGHT    -        -30.029 (meters)                     GEOID18
 EK0645  DYNAMIC HEIGHT  -        226.326 (meters)      742.54  (feet) COMP
 EK0645  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 EK0645
 EK0645  VERT ORDER      -  SECOND    CLASS 0
 EK0645
 EK0645.The horizontal coordinates were scaled from a map and have
 EK0645.an estimated accuracy of +/- 6 seconds.
 EK0645
 EK0645.The orthometric height was determined by differential leveling and
 EK0645.adjusted by the NATIONAL GEODETIC SURVEY
 EK0645.in June 1991.
 EK0645
 EK0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0645.GEOID18 height accuracy estimate available here.
 EK0645
 EK0645.Click photographs - Photos may exist for this station.
 EK0645
 EK0645.The dynamic height is computed by dividing the NAVD 88
 EK0645.geopotential number by the normal gravity value computed on the
 EK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0645.degrees latitude (g = 980.6199 gals.).
 EK0645
 EK0645.The modeled gravity was interpolated from observed gravity values.
 EK0645
 EK0645;                    North         East    Units  Estimated Accuracy
 EK0645;SPC OK S     -   179,710.      803,970.      MT  (+/- 180 meters Scaled)
 EK0645
 EK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU472691(NAD 83)
 EK0645
 EK0645                          SUPERSEDED SURVEY CONTROL
 EK0645
 EK0645  NGVD 29 (??/??/92)  226.444  (m)          742.93   (f) ADJ UNCH    2 0
 EK0645
 EK0645.Superseded values are not recommended for survey control.
 EK0645
 EK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0645.See file dsdata.pdf to determine how the superseded data were derived.
 EK0645
 EK0645_MARKER: DB = BENCH MARK DISK
 EK0645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EK0645_SP_SET: STEP
 EK0645_STAMPING: H 166 1934
 EK0645_MARK LOGO: CGS
 EK0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0645
 EK0645  HISTORY     - Date     Condition        Report By
 EK0645  HISTORY     - 1934     MONUMENTED       CGS
 EK0645  HISTORY     - 1988     GOOD             USPSQD
 EK0645
 EK0645                          STATION DESCRIPTION
 EK0645
 EK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0645'IN MC ALESTER.
 EK0645'IN THE TOWN OF MC ALESTER TABLET SET HORIZONTALLY IN FOURTH
 EK0645'STEP OF SOUTH ENTRANCE TO PITTSBURG COUNTY COURTHOUSE, 22.8
 EK0645'FEET NORTH OF NORTH CURB OF GRAND STREET, 13.5 FEET EAST OF
 EK0645'IRON BANISTER AT CENTER OF STEPS, 2.3 FEET ABOVE SIDEWALK, 0.5
 EK0645'FEET WEST OF CONCRETE BANISTER.
 EK0645
 EK0645                          STATION RECOVERY (1988)
 EK0645
 EK0645'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 EK0645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB5699 ***********************************************************************
 AB5699  DESIGNATION -  H 166 RESET
 AB5699  PID         -  AB5699
 AB5699  STATE/COUNTY-  OK/PITTSBURG
 AB5699  COUNTRY     -  US
 AB5699  USGS QUAD   -  MCALESTER (2018)
 AB5699
 AB5699                         *CURRENT SURVEY CONTROL
 AB5699  ______________________________________________________________________
 AB5699* NAD 83(1986) POSITION- 34 55 59.     (N) 095 46 02.     (W)   SCALED
 AB5699* NAVD 88 ORTHO HEIGHT -   226.23  (meters)      742.2   (feet) RESET
 AB5699  ______________________________________________________________________
 AB5699  GEOID HEIGHT    -        -30.029 (meters)                     GEOID18
 AB5699  VERT ORDER      -  THIRD
 AB5699
 AB5699.The horizontal coordinates were scaled from a map and have
 AB5699.an estimated accuracy of +/- 6 seconds.
 AB5699
 AB5699.The orthometric height was computed from unverified reset data.
 AB5699
 AB5699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5699.GEOID18 height accuracy estimate available here.
 AB5699
 AB5699.Click photographs - Photos may exist for this station.
 AB5699
 AB5699;                    North         East    Units  Estimated Accuracy
 AB5699;SPC OK S     -   179,710.      803,970.      MT  (+/- 180 meters Scaled)
 AB5699
 AB5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU472691(NAD 83)
 AB5699
 AB5699                          SUPERSEDED SURVEY CONTROL
 AB5699
 AB5699.No superseded survey control is available for this station.
 AB5699
 AB5699_MARKER: DB = BENCH MARK DISK
 AB5699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5699_SP_SET: BASEMENT ENTRANCE
 AB5699_STAMPING: H 166 RESET 1960
 AB5699_MARK LOGO: CGS
 AB5699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5699+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 AB5699
 AB5699  HISTORY     - Date     Condition        Report By
 AB5699  HISTORY     - 1960     MONUMENTED       CGS
 AB5699  HISTORY     - 20101107 GOOD             GEOCAC
 AB5699
 AB5699                          STATION DESCRIPTION
 AB5699
 AB5699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WGT)
 AB5699'IN MCALESTER, ON THE SOUTH SIDE OF THE EAST WING OF THE COUNTY
 AB5699'COURTHOUSE, IN THE CENTER OF THE MIDDLE ONE OF THREE ENTRANCES TO THE
 AB5699'BASEMENT, 23 FEET (7.0 M) WEST OF THE SOUTHEAST CORNER OF THE
 AB5699'COURTHOUSE, 20 FEET (6.1 M) NORTH OF THE CURB ALONG THE NORTH SIDE OF
 AB5699'GRAND AVENUE AND ABOUT 0.8 FOOT (24.4 CM) ABOVE THE LEVEL OF THE
 AB5699'SIDEWALK,  SET IN THE SANDSTONE BASE OF BASEMENT ENTRANCE.
 AB5699
 AB5699                          STATION RECOVERY (2010)
 AB5699
 AB5699'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 AB5699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0475 ***********************************************************************
 GG0475  DESIGNATION -  H 17
 GG0475  PID         -  GG0475
 GG0475  STATE/COUNTY-  OK/NOWATA
 GG0475  COUNTRY     -  US
 GG0475  USGS QUAD   -  NOWATA WEST (2019)
 GG0475
 GG0475                         *CURRENT SURVEY CONTROL
 GG0475  ______________________________________________________________________
 GG0475* NAD 83(1986) POSITION- 36 41 26.     (N) 095 38 13.     (W)   SCALED
 GG0475* NAVD 88 ORTHO HEIGHT -   215.097 (meters)      705.70  (feet) ADJUSTED
 GG0475  ______________________________________________________________________
 GG0475  GEOID HEIGHT    -        -29.354 (meters)                     GEOID18
 GG0475  DYNAMIC HEIGHT  -        214.918 (meters)      705.11  (feet) COMP
 GG0475  MODELED GRAVITY -    979,797.4   (mgal)                       NAVD 88
 GG0475
 GG0475  VERT ORDER      -  FIRST     CLASS II
 GG0475
 GG0475.The horizontal coordinates were scaled from a map and have
 GG0475.an estimated accuracy of +/- 6 seconds.
 GG0475
 GG0475.The orthometric height was determined by differential leveling and
 GG0475.adjusted by the NATIONAL GEODETIC SURVEY
 GG0475.in June 1991.
 GG0475
 GG0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0475.GEOID18 height accuracy estimate available here.
 GG0475
 GG0475.Click photographs - Photos may exist for this station.
 GG0475
 GG0475.The dynamic height is computed by dividing the NAVD 88
 GG0475.geopotential number by the normal gravity value computed on the
 GG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0475.degrees latitude (g = 980.6199 gals.).
 GG0475
 GG0475.The modeled gravity was interpolated from observed gravity values.
 GG0475
 GG0475;                    North         East    Units  Estimated Accuracy
 GG0475;SPC OK N     -   190,150.      811,170.      MT  (+/- 180 meters Scaled)
 GG0475
 GG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA644637(NAD 83)
 GG0475
 GG0475                          SUPERSEDED SURVEY CONTROL
 GG0475
 GG0475  NGVD 29 (??/??/92)  214.968  (m)          705.27   (f) ADJ UNCH    1 2
 GG0475
 GG0475.Superseded values are not recommended for survey control.
 GG0475
 GG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0475.See file dsdata.pdf to determine how the superseded data were derived.
 GG0475
 GG0475_MARKER: DB = BENCH MARK DISK
 GG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0475_STAMPING: H 17 1933
 GG0475_MARK LOGO: CGS
 GG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0475+STABILITY: SURFACE MOTION
 GG0475
 GG0475  HISTORY     - Date     Condition        Report By
 GG0475  HISTORY     - 1933     MONUMENTED       CGS
 GG0475
 GG0475                          STATION DESCRIPTION
 GG0475
 GG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0475'0.5 MI S FROM NOWATA.
 GG0475'ABOUT 0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0475'THE STATION AT NOWATA, NOWATA COUNTY, 39 FEET SOUTH OF THE SIXTH
 GG0475'STREET CROSSING, AND 47 FEET WEST OF THE WEST RAIL.  A STANDARD
 GG0475'DISK, STAMPED H 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 GG0475'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0042 ***********************************************************************
 GJ0042  DESIGNATION -  H 17
 GJ0042  PID         -  GJ0042
 GJ0042  STATE/COUNTY-  OK/ALFALFA
 GJ0042  COUNTRY     -  US
 GJ0042  USGS QUAD   -  CARMEN (2018)
 GJ0042
 GJ0042                         *CURRENT SURVEY CONTROL
 GJ0042  ______________________________________________________________________
 GJ0042* NAD 83(1986) POSITION- 36 34 43.5    (N) 098 27 45.3    (W)   HD_HELD2
 GJ0042* NAVD 88 ORTHO HEIGHT -   412.845 (meters)     1354.48  (feet) ADJUSTED
 GJ0042  ______________________________________________________________________
 GJ0042  GEOID HEIGHT    -        -27.913 (meters)                     GEOID18
 GJ0042  DYNAMIC HEIGHT  -        412.480 (meters)     1353.28  (feet) COMP
 GJ0042  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 GJ0042
 GJ0042  VERT ORDER      -  FIRST     CLASS II
 GJ0042
 GJ0042.The horizontal coordinates were established by autonomous hand held GPS
 GJ0042.observations and have an estimated accuracy of +/- 10 meters.
 GJ0042
 GJ0042.The orthometric height was determined by differential leveling and
 GJ0042.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0042.in June 1991.
 GJ0042
 GJ0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0042.GEOID18 height accuracy estimate available here.
 GJ0042
 GJ0042.Click photographs - Photos may exist for this station.
 GJ0042
 GJ0042.The dynamic height is computed by dividing the NAVD 88
 GJ0042.geopotential number by the normal gravity value computed on the
 GJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0042.degrees latitude (g = 980.6199 gals.).
 GJ0042
 GJ0042.The modeled gravity was interpolated from observed gravity values.
 GJ0042
 GJ0042;                    North         East    Units  Estimated Accuracy
 GJ0042;SPC OK N     -   175,269.      558,600.      MT  (+/- 10 meters HH2 GPS)
 GJ0042
 GJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4807948277(NAD 83)
 GJ0042
 GJ0042                          SUPERSEDED SURVEY CONTROL
 GJ0042
 GJ0042  NGVD 29 (??/??/92)  412.680  (m)         1353.93   (f) SUPERSEDED  1 2
 GJ0042  NGVD 29 (04/22/92)  412.703  (m)         1354.01   (f) ADJUSTED    1 2
 GJ0042
 GJ0042.Superseded values are not recommended for survey control.
 GJ0042
 GJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0042.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0042
 GJ0042_MARKER: DB = BENCH MARK DISK
 GJ0042_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GJ0042_SP_SET: FOUNDATION BLOCK OF WATER TANK
 GJ0042_STAMPING: H 17 1928
 GJ0042_MARK LOGO: USGS
 GJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0042+STABILITY: SURFACE MOTION
 GJ0042
 GJ0042  HISTORY     - Date     Condition        Report By
 GJ0042  HISTORY     - 1928     MONUMENTED       USGS
 GJ0042  HISTORY     - 1934     GOOD             CGS
 GJ0042
 GJ0042                          STATION DESCRIPTION
 GJ0042
 GJ0042'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0042'AT CARMEN.
 GJ0042'AT CARMEN, ALFALFA COUNTY, ABOUT 0.3 MILE WEST OF THE ST.
 GJ0042'LOUIS-SAN FRANCISCO RAILWAY STATION, AT THE CITY WATER TANK, AT
 GJ0042'THE CONCRETE FOUNDATION BLOCK OF THE SOUTHEAST SUPPORT MARKED
 GJ0042'U.S. 1354 P.B.M., AND IN THE MIDDLE OF THE SOUTH SIDE.  A UNITED
 GJ0042'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 17 1928.
 GJ0042
 GJ0042                          STATION RECOVERY (1934)
 GJ0042
 GJ0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0448 ***********************************************************************
 GJ0448  DESIGNATION -  H 17 D
 GJ0448  PID         -  GJ0448
 GJ0448  STATE/COUNTY-  OK/ALFALFA
 GJ0448  COUNTRY     -  US
 GJ0448  USGS QUAD   -  CARMEN (2018)
 GJ0448
 GJ0448                         *CURRENT SURVEY CONTROL
 GJ0448  ______________________________________________________________________
 GJ0448* NAD 83(1986) POSITION- 36 34 59.     (N) 098 28 25.     (W)   SCALED
 GJ0448* NAVD 88 ORTHO HEIGHT -   409.870 (meters)     1344.72  (feet) ADJUSTED
 GJ0448  ______________________________________________________________________
 GJ0448  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 GJ0448  DYNAMIC HEIGHT  -        409.507 (meters)     1343.52  (feet) COMP
 GJ0448  MODELED GRAVITY -    979,733.3   (mgal)                       NAVD 88
 GJ0448
 GJ0448  VERT ORDER      -  FIRST     CLASS II
 GJ0448
 GJ0448.The horizontal coordinates were scaled from a map and have
 GJ0448.an estimated accuracy of +/- 6 seconds.
 GJ0448
 GJ0448.The orthometric height was determined by differential leveling and
 GJ0448.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0448.in June 1991.
 GJ0448
 GJ0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0448.GEOID18 height accuracy estimate available here.
 GJ0448
 GJ0448.Click photographs - Photos may exist for this station.
 GJ0448
 GJ0448.The dynamic height is computed by dividing the NAVD 88
 GJ0448.geopotential number by the normal gravity value computed on the
 GJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0448.degrees latitude (g = 980.6199 gals.).
 GJ0448
 GJ0448.The modeled gravity was interpolated from observed gravity values.
 GJ0448
 GJ0448;                    North         East    Units  Estimated Accuracy
 GJ0448;SPC OK N     -   175,750.      557,620.      MT  (+/- 180 meters Scaled)
 GJ0448
 GJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF470487(NAD 83)
 GJ0448
 GJ0448                          SUPERSEDED SURVEY CONTROL
 GJ0448
 GJ0448  NGVD 29 (04/22/92)  409.702  (m)         1344.16   (f) ADJUSTED    1 2
 GJ0448
 GJ0448.Superseded values are not recommended for survey control.
 GJ0448
 GJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0448.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0448
 GJ0448_MARKER: Q = CHISELED SQUARE
 GJ0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0448_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0448_MARK LOGO: NONE
 GJ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0448+STABILITY: SURFACE MOTION
 GJ0448
 GJ0448  HISTORY     - Date     Condition        Report By
 GJ0448  HISTORY     - 1928     MONUMENTED       USGS
 GJ0448
 GJ0448                          STATION DESCRIPTION
 GJ0448
 GJ0448'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0448'1.6 KM (1.00 MI) NW FROM CARMEN.
 GJ0448'CARMEN, 1.02 MILES NORTHWEST OF, T. 24 N., R. 12 W., NEAR CENTER
 GJ0448'SECTION 3, 10 FEET NORTH OF TRACK, IN CENTER OF TOP FACE OF CONCRETE
 GJ0448'CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0449 ***********************************************************************
 GJ0449  DESIGNATION -  H 17 E
 GJ0449  PID         -  GJ0449
 GJ0449  STATE/COUNTY-  OK/ALFALFA
 GJ0449  COUNTRY     -  US
 GJ0449  USGS QUAD   -  CARMEN (2018)
 GJ0449
 GJ0449                         *CURRENT SURVEY CONTROL
 GJ0449  ______________________________________________________________________
 GJ0449* NAD 83(1986) POSITION- 36 35 17.     (N) 098 28 47.     (W)   SCALED
 GJ0449* NAVD 88 ORTHO HEIGHT -   410.962 (meters)     1348.30  (feet) ADJUSTED
 GJ0449  ______________________________________________________________________
 GJ0449  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 GJ0449  DYNAMIC HEIGHT  -        410.597 (meters)     1347.10  (feet) COMP
 GJ0449  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 GJ0449
 GJ0449  VERT ORDER      -  FIRST     CLASS II
 GJ0449
 GJ0449.The horizontal coordinates were scaled from a map and have
 GJ0449.an estimated accuracy of +/- 6 seconds.
 GJ0449
 GJ0449.The orthometric height was determined by differential leveling and
 GJ0449.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0449.in June 1991.
 GJ0449
 GJ0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0449.GEOID18 height accuracy estimate available here.
 GJ0449
 GJ0449.Click photographs - Photos may exist for this station.
 GJ0449
 GJ0449.The dynamic height is computed by dividing the NAVD 88
 GJ0449.geopotential number by the normal gravity value computed on the
 GJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0449.degrees latitude (g = 980.6199 gals.).
 GJ0449
 GJ0449.The modeled gravity was interpolated from observed gravity values.
 GJ0449
 GJ0449;                    North         East    Units  Estimated Accuracy
 GJ0449;SPC OK N     -   176,310.      557,070.      MT  (+/- 180 meters Scaled)
 GJ0449
 GJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF465493(NAD 83)
 GJ0449
 GJ0449                          SUPERSEDED SURVEY CONTROL
 GJ0449
 GJ0449  NGVD 29 (04/22/92)  410.793  (m)         1347.74   (f) ADJUSTED    1 2
 GJ0449
 GJ0449.Superseded values are not recommended for survey control.
 GJ0449
 GJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0449.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0449
 GJ0449_MARKER: X = CHISELED CROSS
 GJ0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0449_SP_SET: TOP OF SECTION OF RAIL
 GJ0449_MARK LOGO: NONE
 GJ0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0449
 GJ0449  HISTORY     - Date     Condition        Report By
 GJ0449  HISTORY     - 1928     MONUMENTED       USGS
 GJ0449
 GJ0449                          STATION DESCRIPTION
 GJ0449
 GJ0449'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0449'2.4 KM (1.50 MI) NW FROM CARMEN.
 GJ0449'CARMEN, 1.52 MILES NORTHWEST OF, T. 24 N., R. 12 W., NORTHWEST 1/4
 GJ0449'SECTION 3, 65 FEET NORTH OF TRACK, AND 44 FEET EAST OF ROAD, 100 FEET
 GJ0449'EAST OF MILEPOST 582, 6 FEET EAST BY 1.5 FEET SOUTH OF 3 WAY FENCE
 GJ0449'LINE, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0450 ***********************************************************************
 GJ0450  DESIGNATION -  H 17 F
 GJ0450  PID         -  GJ0450
 GJ0450  STATE/COUNTY-  OK/ALFALFA
 GJ0450  COUNTRY     -  US
 GJ0450  USGS QUAD   -  CARMEN (2018)
 GJ0450
 GJ0450                         *CURRENT SURVEY CONTROL
 GJ0450  ______________________________________________________________________
 GJ0450* NAD 83(1986) POSITION- 36 35 44.     (N) 098 29 23.     (W)   SCALED
 GJ0450* NAVD 88 ORTHO HEIGHT -   415.343 (meters)     1362.67  (feet) ADJUSTED
 GJ0450  ______________________________________________________________________
 GJ0450  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 GJ0450  DYNAMIC HEIGHT  -        414.974 (meters)     1361.46  (feet) COMP
 GJ0450  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GJ0450
 GJ0450  VERT ORDER      -  FIRST     CLASS II
 GJ0450
 GJ0450.The horizontal coordinates were scaled from a map and have
 GJ0450.an estimated accuracy of +/- 6 seconds.
 GJ0450
 GJ0450.The orthometric height was determined by differential leveling and
 GJ0450.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0450.in June 1991.
 GJ0450
 GJ0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0450.GEOID18 height accuracy estimate available here.
 GJ0450
 GJ0450.Click photographs - Photos may exist for this station.
 GJ0450
 GJ0450.The dynamic height is computed by dividing the NAVD 88
 GJ0450.geopotential number by the normal gravity value computed on the
 GJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0450.degrees latitude (g = 980.6199 gals.).
 GJ0450
 GJ0450.The modeled gravity was interpolated from observed gravity values.
 GJ0450
 GJ0450;                    North         East    Units  Estimated Accuracy
 GJ0450;SPC OK N     -   177,150.      556,180.      MT  (+/- 180 meters Scaled)
 GJ0450
 GJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF456501(NAD 83)
 GJ0450
 GJ0450                          SUPERSEDED SURVEY CONTROL
 GJ0450
 GJ0450  NGVD 29 (04/22/92)  415.174  (m)         1362.12   (f) ADJUSTED    1 2
 GJ0450
 GJ0450.Superseded values are not recommended for survey control.
 GJ0450
 GJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0450.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0450
 GJ0450_MARKER: X = CHISELED CROSS
 GJ0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0450_SP_SET: TOP OF SECTION OF RAIL
 GJ0450_MARK LOGO: NONE
 GJ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0450
 GJ0450  HISTORY     - Date     Condition        Report By
 GJ0450  HISTORY     - 1928     MONUMENTED       USGS
 GJ0450
 GJ0450                          STATION DESCRIPTION
 GJ0450
 GJ0450'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0450'3.7 KM (2.30 MI) NW FROM CARMEN.
 GJ0450'CARMEN, 2.29 MILES NORTHWEST OF, T. 25 N., R. 12 W., SOUTHEAST 1/4
 GJ0450'SECTION 33, AT CROSSING OF THE FRISCO RAILWAY AND ROCK ISLAND
 GJ0450'RAILWAY, 47 FEET SOUTH BY 50 FEET WEST OF, 2.5 FEET NORTH BY 4 FEET
 GJ0450'WEST OF 2 WAY FENCE POST, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0451 ***********************************************************************
 GJ0451  DESIGNATION -  H 17 G
 GJ0451  PID         -  GJ0451
 GJ0451  STATE/COUNTY-  OK/ALFALFA
 GJ0451  COUNTRY     -  US
 GJ0451  USGS QUAD   -  CARMEN (2018)
 GJ0451
 GJ0451                         *CURRENT SURVEY CONTROL
 GJ0451  ______________________________________________________________________
 GJ0451* NAD 83(1986) POSITION- 36 36 13.     (N) 098 29 57.     (W)   SCALED
 GJ0451* NAVD 88 ORTHO HEIGHT -   415.366 (meters)     1362.75  (feet) ADJUSTED
 GJ0451  ______________________________________________________________________
 GJ0451  GEOID HEIGHT    -        -27.984 (meters)                     GEOID18
 GJ0451  DYNAMIC HEIGHT  -        414.998 (meters)     1361.54  (feet) COMP
 GJ0451  MODELED GRAVITY -    979,731.8   (mgal)                       NAVD 88
 GJ0451
 GJ0451  VERT ORDER      -  FIRST     CLASS II
 GJ0451
 GJ0451.The horizontal coordinates were scaled from a map and have
 GJ0451.an estimated accuracy of +/- 6 seconds.
 GJ0451
 GJ0451.The orthometric height was determined by differential leveling and
 GJ0451.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0451.in June 1991.
 GJ0451
 GJ0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0451.GEOID18 height accuracy estimate available here.
 GJ0451
 GJ0451.Click photographs - Photos may exist for this station.
 GJ0451
 GJ0451.The dynamic height is computed by dividing the NAVD 88
 GJ0451.geopotential number by the normal gravity value computed on the
 GJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0451.degrees latitude (g = 980.6199 gals.).
 GJ0451
 GJ0451.The modeled gravity was interpolated from observed gravity values.
 GJ0451
 GJ0451;                    North         East    Units  Estimated Accuracy
 GJ0451;SPC OK N     -   178,040.      555,340.      MT  (+/- 180 meters Scaled)
 GJ0451
 GJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF447510(NAD 83)
 GJ0451
 GJ0451                          SUPERSEDED SURVEY CONTROL
 GJ0451
 GJ0451  NGVD 29 (04/22/92)  415.197  (m)         1362.19   (f) ADJUSTED    1 2
 GJ0451
 GJ0451.Superseded values are not recommended for survey control.
 GJ0451
 GJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0451.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0451
 GJ0451_MARKER: Q = CHISELED SQUARE
 GJ0451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0451_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0451_MARK LOGO: NONE
 GJ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0451+STABILITY: SURFACE MOTION
 GJ0451
 GJ0451  HISTORY     - Date     Condition        Report By
 GJ0451  HISTORY     - 1928     MONUMENTED       USGS
 GJ0451
 GJ0451                          STATION DESCRIPTION
 GJ0451
 GJ0451'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0451'4.8 KM (3.00 MI) NW FROM CARMEN.
 GJ0451'CARMEN, 3.03 MILES NORTHWEST OF, T. 25 N., R. 12 W., NEAR THE CENTER
 GJ0451'OF THE SOUTH 1/2 OF NORTHWEST 1/4 OF SECTION 33, 11.5 FEET NORTH OF
 GJ0451'TRACK, IN EAST END OF TOP FACE OF CONCRETE CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0535 ***********************************************************************
 FJ0535  DESIGNATION -  H 170
 FJ0535  PID         -  FJ0535
 FJ0535  STATE/COUNTY-  OK/CANADIAN
 FJ0535  COUNTRY     -  US
 FJ0535  USGS QUAD   -  EL RENO (2018)
 FJ0535
 FJ0535                         *CURRENT SURVEY CONTROL
 FJ0535  ______________________________________________________________________
 FJ0535* NAD 83(1993) POSITION- 35 31 18.30405(N) 097 58 24.74054(W)   ADJUSTED
 FJ0535* NAVD 88 ORTHO HEIGHT -   426.769 (meters)     1400.16  (feet) ADJUSTED
 FJ0535  ______________________________________________________________________
 FJ0535  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FJ0535  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ0535  DYNAMIC HEIGHT  -        426.351 (meters)     1398.79  (feet) COMP
 FJ0535  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 FJ0535
 FJ0535  HORZ ORDER      -  SECOND
 FJ0535  VERT ORDER      -  FIRST     CLASS II
 FJ0535
 FJ0535.The horizontal coordinates were established by classical geodetic methods
 FJ0535.and adjusted by the National Geodetic Survey in November 1994.
 FJ0535
 FJ0535.The orthometric height was determined by differential leveling and
 FJ0535.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0535.in June 1991.
 FJ0535
 FJ0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0535.GEOID18 height accuracy estimate available here.
 FJ0535
 FJ0535.Click photographs - Photos may exist for this station.
 FJ0535
 FJ0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0535
 FJ0535.The dynamic height is computed by dividing the NAVD 88
 FJ0535.geopotential number by the normal gravity value computed on the
 FJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0535.degrees latitude (g = 980.6199 gals.).
 FJ0535
 FJ0535.The modeled gravity was interpolated from observed gravity values.
 FJ0535
 FJ0535. The following values were computed from the NAD 83(1993) position.
 FJ0535
 FJ0535;                    North         East     Units Scale Factor Converg.
 FJ0535;SPC OK N     -    57,890.418   602,400.160   MT  1.00000846   +0 00 56.2
 FJ0535;SPC OK N     -   189,928.81  1,976,374.52   sFT  1.00000846   +0 00 56.2
 FJ0535;UTM  14      - 3,931,390.183   593,069.455   MT  0.99970674   +0 35 47.1
 FJ0535
 FJ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0535!SPC OK N     -   0.99993727  x   1.00000846  =   0.99994573
 FJ0535!UTM  14      -   0.99993727  x   0.99970674  =   0.99964403
 FJ0535
 FJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9306931390(NAD 83)
 FJ0535
 FJ0535                          SUPERSEDED SURVEY CONTROL
 FJ0535
 FJ0535  NAD 83(1986)-  35 31 18.30892(N)    097 58 24.72510(W) AD(       ) 2
 FJ0535  NAD 27      -  35 31 18.12290(N)    097 58 23.54599(W) AD(       ) 2
 FJ0535  NGVD 29 (??/??/92)  426.584  (m)         1399.55   (f) ADJ UNCH    1 2
 FJ0535  NGVD 29             426.58   (m)         1399.5    (f) LEVELING    3  
 FJ0535
 FJ0535.Superseded values are not recommended for survey control.
 FJ0535
 FJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0535.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0535
 FJ0535_MARKER: DB = BENCH MARK DISK
 FJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0535_STAMPING: H 170 1953
 FJ0535_MARK LOGO: CGS
 FJ0535_PROJECTION: RECESSED 15 CENTIMETERS
 FJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0535+STABILITY: SURFACE MOTION
 FJ0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0535+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 FJ0535
 FJ0535  HISTORY     - Date     Condition        Report By
 FJ0535  HISTORY     - 1953     MONUMENTED       CGS
 FJ0535  HISTORY     - 1984     GOOD             NGS
 FJ0535  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0535  HISTORY     - 20040716 GOOD             USPSQD
 FJ0535
 FJ0535                          STATION DESCRIPTION
 FJ0535
 FJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0535'1.5 MI SW FROM EL RENO.
 FJ0535'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0535'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG
 FJ0535'U.S. HIGHWAY 66, THENCE 0.7 MILE SOUTH ALONG AN OILED ROAD,
 FJ0535'90 YARDS WEST OF THE CENTER OF THE ENTRANCE TO THE EL RENO
 FJ0535'AIRPORT, 28 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 3.7
 FJ0535'FEET NORTH OF THE NORTHEAST CORNER OF THE HANGAR, 3 FEET SOUTH OF
 FJ0535'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 FJ0535'WITH THE GROUND.
 FJ0535
 FJ0535                          STATION RECOVERY (1984)
 FJ0535
 FJ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0535'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 3 FEET SOUTH OF A WITNESS
 FJ0535'POST, ADD ACCESS IS THROUGH A SIX-INCH HOLE THROUGH SIX INCHES OF
 FJ0535'ASPHALT.
 FJ0535
 FJ0535                          STATION RECOVERY (1988)
 FJ0535
 FJ0535'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0535'MARK NOT FOUND.
 FJ0535
 FJ0535                          STATION RECOVERY (2004)
 FJ0535
 FJ0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0535'THE PARKING LOT HAS BEEN REPAVED.  THE OWNER PROVIDED AN 8 INCH ROUND
 FJ0535'CONTAINER WITH LID WHICH IS FLUSH WITH THE PAVING.  PRY OFF THE LID
 FJ0535'AND THE MARK IS 4 INCHES BELOW THE SURFACE.  THE OWNER IS GLEN RAMSEY
 FJ0535'AT EL RENO AVIATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0162 ***********************************************************************
 FK0162  DESIGNATION -  H 172
 FK0162  PID         -  FK0162
 FK0162  STATE/COUNTY-  OK/CADDO
 FK0162  COUNTRY     -  US
 FK0162  USGS QUAD   -  HYDRO (2018)
 FK0162
 FK0162                         *CURRENT SURVEY CONTROL
 FK0162  ______________________________________________________________________
 FK0162* NAD 83(1986) POSITION- 35 32 23.     (N) 098 32 34.     (W)   SCALED
 FK0162* NAVD 88 ORTHO HEIGHT -   447.978 (meters)     1469.74  (feet) ADJUSTED
 FK0162  ______________________________________________________________________
 FK0162  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FK0162  DYNAMIC HEIGHT  -        447.534 (meters)     1468.28  (feet) COMP
 FK0162  MODELED GRAVITY -    979,628.9   (mgal)                       NAVD 88
 FK0162
 FK0162  VERT ORDER      -  FIRST     CLASS II
 FK0162
 FK0162.The horizontal coordinates were scaled from a map and have
 FK0162.an estimated accuracy of +/- 6 seconds.
 FK0162
 FK0162.The orthometric height was determined by differential leveling and
 FK0162.adjusted by the NATIONAL GEODETIC SURVEY
 FK0162.in June 1991.
 FK0162
 FK0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0162.GEOID18 height accuracy estimate available here.
 FK0162
 FK0162.Click photographs - Photos may exist for this station.
 FK0162
 FK0162.The dynamic height is computed by dividing the NAVD 88
 FK0162.geopotential number by the normal gravity value computed on the
 FK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0162.degrees latitude (g = 980.6199 gals.).
 FK0162
 FK0162.The modeled gravity was interpolated from observed gravity values.
 FK0162
 FK0162;                    North         East    Units  Estimated Accuracy
 FK0162;SPC OK S     -   244,890.      550,780.      MT  (+/- 180 meters Scaled)
 FK0162
 FK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE414329(NAD 83)
 FK0162
 FK0162                          SUPERSEDED SURVEY CONTROL
 FK0162
 FK0162  NGVD 29 (??/??/92)  447.784  (m)         1469.10   (f) ADJ UNCH    1 2
 FK0162
 FK0162.Superseded values are not recommended for survey control.
 FK0162
 FK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0162.See file dsdata.pdf to determine how the superseded data were derived.
 FK0162
 FK0162_MARKER: DB = BENCH MARK DISK
 FK0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0162_SP_SET: PIER
 FK0162_STAMPING: H 172 1953
 FK0162_MARK LOGO: CGS
 FK0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0162
 FK0162  HISTORY     - Date     Condition        Report By
 FK0162  HISTORY     - 1953     MONUMENTED       CGS
 FK0162
 FK0162                          STATION DESCRIPTION
 FK0162
 FK0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0162'2.1 MI E FROM HYDRO.
 FK0162'2.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0162'RAILROAD FROM THE STATION AT HYDRO, 6.4 FEET SOUTH OF THE SOUTH
 FK0162'RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 FK0162'THE SOUTH END OF THE WEST CONCRETE PIER OF BRIDGE 5526.  1.5 FEET
 FK0162'WEST OF THE WEST END OF THE SOUTH STEEL GIRDER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0187 ***********************************************************************
 FK0187  DESIGNATION -  H 173
 FK0187  PID         -  FK0187
 FK0187  STATE/COUNTY-  OK/CUSTER
 FK0187  COUNTRY     -  US
 FK0187  USGS QUAD   -  WEATHERFORD (2018)
 FK0187
 FK0187                         *CURRENT SURVEY CONTROL
 FK0187  ______________________________________________________________________
 FK0187* NAD 83(1986) POSITION- 35 31 55.     (N) 098 44 46.     (W)   SCALED
 FK0187* NAVD 88 ORTHO HEIGHT -   515.130 (meters)     1690.06  (feet) ADJUSTED
 FK0187  ______________________________________________________________________
 FK0187  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 FK0187  DYNAMIC HEIGHT  -        514.617 (meters)     1688.37  (feet) COMP
 FK0187  MODELED GRAVITY -    979,622.9   (mgal)                       NAVD 88
 FK0187
 FK0187  VERT ORDER      -  FIRST     CLASS II
 FK0187
 FK0187.The horizontal coordinates were scaled from a map and have
 FK0187.an estimated accuracy of +/- 6 seconds.
 FK0187
 FK0187.The orthometric height was determined by differential leveling and
 FK0187.adjusted by the NATIONAL GEODETIC SURVEY
 FK0187.in June 1991.
 FK0187
 FK0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0187.GEOID18 height accuracy estimate available here.
 FK0187
 FK0187.Click photographs - Photos may exist for this station.
 FK0187
 FK0187.The dynamic height is computed by dividing the NAVD 88
 FK0187.geopotential number by the normal gravity value computed on the
 FK0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0187.degrees latitude (g = 980.6199 gals.).
 FK0187
 FK0187.The modeled gravity was interpolated from observed gravity values.
 FK0187
 FK0187;                    North         East    Units  Estimated Accuracy
 FK0187;SPC OK N     -    59,280.      532,330.      MT  (+/- 180 meters Scaled)
 FK0187
 FK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE230320(NAD 83)
 FK0187
 FK0187                          SUPERSEDED SURVEY CONTROL
 FK0187
 FK0187  NGVD 29 (??/??/92)  514.921  (m)         1689.37   (f) ADJ UNCH    1 2
 FK0187
 FK0187.Superseded values are not recommended for survey control.
 FK0187
 FK0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0187.See file dsdata.pdf to determine how the superseded data were derived.
 FK0187
 FK0187_MARKER: DB = BENCH MARK DISK
 FK0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0187_SP_SET: BRIDGE
 FK0187_STAMPING: H 173 1953
 FK0187_MARK LOGO: CGS
 FK0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0187
 FK0187  HISTORY     - Date     Condition        Report By
 FK0187  HISTORY     - 1953     MONUMENTED       CGS
 FK0187
 FK0187                          STATION DESCRIPTION
 FK0187
 FK0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0187'2.2 MI W FROM WEATHERFORD.
 FK0187'2.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0187'RAILROAD FROM THE STATION AT WEATHERFORD, 1 POLE EAST OF MILEPOST
 FK0187'565, 5.7 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP
 FK0187'OF THE SOUTHEAST END OF THE NORTHEAST RETAINING WALL OF
 FK0187'BRIDGE 5650.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0312 ***********************************************************************
 FK0312  DESIGNATION -  H 174
 FK0312  PID         -  FK0312
 FK0312  STATE/COUNTY-  OK/WASHITA
 FK0312  COUNTRY     -  US
 FK0312  USGS QUAD   -  FOSS (2018)
 FK0312
 FK0312                         *CURRENT SURVEY CONTROL
 FK0312  ______________________________________________________________________
 FK0312* NAD 83(1986) POSITION- 35 26 59.     (N) 099 10 44.     (W)   SCALED
 FK0312* NAVD 88 ORTHO HEIGHT -   499.619 (meters)     1639.17  (feet) ADJUSTED
 FK0312  ______________________________________________________________________
 FK0312  GEOID HEIGHT    -        -27.341 (meters)                     GEOID18
 FK0312  DYNAMIC HEIGHT  -        499.106 (meters)     1637.48  (feet) COMP
 FK0312  MODELED GRAVITY -    979,591.5   (mgal)                       NAVD 88
 FK0312
 FK0312  VERT ORDER      -  FIRST     CLASS II
 FK0312
 FK0312.The horizontal coordinates were scaled from a map and have
 FK0312.an estimated accuracy of +/- 6 seconds.
 FK0312
 FK0312.The orthometric height was determined by differential leveling and
 FK0312.adjusted by the NATIONAL GEODETIC SURVEY
 FK0312.in June 1991.
 FK0312
 FK0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0312.GEOID18 height accuracy estimate available here.
 FK0312
 FK0312.Click photographs - Photos may exist for this station.
 FK0312
 FK0312.The dynamic height is computed by dividing the NAVD 88
 FK0312.geopotential number by the normal gravity value computed on the
 FK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0312.degrees latitude (g = 980.6199 gals.).
 FK0312
 FK0312.The modeled gravity was interpolated from observed gravity values.
 FK0312
 FK0312;                    North         East    Units  Estimated Accuracy
 FK0312;SPC OK S     -   235,400.      492,970.      MT  (+/- 180 meters Scaled)
 FK0312
 FK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME837229(NAD 83)
 FK0312
 FK0312                          SUPERSEDED SURVEY CONTROL
 FK0312
 FK0312  NGVD 29 (??/??/92)  499.393  (m)         1638.43   (f) ADJ UNCH    1 2
 FK0312
 FK0312.Superseded values are not recommended for survey control.
 FK0312
 FK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0312.See file dsdata.pdf to determine how the superseded data were derived.
 FK0312
 FK0312_MARKER: DB = BENCH MARK DISK
 FK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0312_STAMPING: H 174 1953
 FK0312_MARK LOGO: CGS
 FK0312_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0312+STABILITY: SURFACE MOTION
 FK0312
 FK0312  HISTORY     - Date     Condition        Report By
 FK0312  HISTORY     - 1953     MONUMENTED       CGS
 FK0312  HISTORY     - 1955     GOOD             CGS
 FK0312
 FK0312                          STATION DESCRIPTION
 FK0312
 FK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0312'0.6 MI SW FROM FOSS.
 FK0312'0.65 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0312'RAILROAD FROM THE STATION AT FOSS, 55 YARDS SOUTHWEST OF A SWITCH
 FK0312'STAND, 116 YARDS NORTHEAST OF THE NORTHEAST END OF TRESTLE 5951,
 FK0312'45.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.6 FEET SOUTHEAST
 FK0312'OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, 14 FEET WEST
 FK0312'OF MILEPOST 595, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0312'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0346 ***********************************************************************
 FK0346  DESIGNATION -  H 175
 FK0346  PID         -  FK0346
 FK0346  STATE/COUNTY-  OK/BECKHAM
 FK0346  COUNTRY     -  US
 FK0346  USGS QUAD   -  ELK CITY (2018)
 FK0346
 FK0346                         *CURRENT SURVEY CONTROL
 FK0346  ______________________________________________________________________
 FK0346* NAD 83(1986) POSITION- 35 24 11.     (N) 099 25 29.     (W)   SCALED
 FK0346* NAVD 88 ORTHO HEIGHT -   601.865 (meters)     1974.62  (feet) ADJUSTED
 FK0346  ______________________________________________________________________
 FK0346  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 FK0346  DYNAMIC HEIGHT  -        601.236 (meters)     1972.56  (feet) COMP
 FK0346  MODELED GRAVITY -    979,569.1   (mgal)                       NAVD 88
 FK0346
 FK0346  VERT ORDER      -  FIRST     CLASS II
 FK0346
 FK0346.The horizontal coordinates were scaled from a map and have
 FK0346.an estimated accuracy of +/- 6 seconds.
 FK0346
 FK0346.The orthometric height was determined by differential leveling and
 FK0346.adjusted by the NATIONAL GEODETIC SURVEY
 FK0346.in June 1991.
 FK0346
 FK0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0346.GEOID18 height accuracy estimate available here.
 FK0346
 FK0346.Click photographs - Photos may exist for this station.
 FK0346
 FK0346.The dynamic height is computed by dividing the NAVD 88
 FK0346.geopotential number by the normal gravity value computed on the
 FK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0346.degrees latitude (g = 980.6199 gals.).
 FK0346
 FK0346.The modeled gravity was interpolated from observed gravity values.
 FK0346
 FK0346;                    North         East    Units  Estimated Accuracy
 FK0346;SPC OK S     -   230,510.      470,580.      MT  (+/- 180 meters Scaled)
 FK0346
 FK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME614178(NAD 83)
 FK0346
 FK0346                          SUPERSEDED SURVEY CONTROL
 FK0346
 FK0346  NGVD 29 (??/??/92)  601.605  (m)         1973.77   (f) ADJ UNCH    1 2
 FK0346
 FK0346.Superseded values are not recommended for survey control.
 FK0346
 FK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0346.See file dsdata.pdf to determine how the superseded data were derived.
 FK0346
 FK0346_MARKER: DB = BENCH MARK DISK
 FK0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0346_SP_SET: UNDERPASS
 FK0346_STAMPING: H 175 1953
 FK0346_MARK LOGO: CGS
 FK0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0346
 FK0346  HISTORY     - Date     Condition        Report By
 FK0346  HISTORY     - 1953     MONUMENTED       CGS
 FK0346
 FK0346                          STATION DESCRIPTION
 FK0346
 FK0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0346'1.6 MI SW FROM ELK CITY.
 FK0346'1.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0346'RAILROAD FROM THE STATION AT ELK CITY, 3 1/2 POLES EAST OF
 FK0346'MILEPOST 611, 9.2 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP
 FK0346'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE UNDERPASS
 FK0346'OF A DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0414 ***********************************************************************
 FK0414  DESIGNATION -  H 176
 FK0414  PID         -  FK0414
 FK0414  STATE/COUNTY-  OK/BECKHAM
 FK0414  COUNTRY     -  US
 FK0414  USGS QUAD   -  SAYRE (2018)
 FK0414
 FK0414                         *CURRENT SURVEY CONTROL
 FK0414  ______________________________________________________________________
 FK0414* NAD 83(1986) POSITION- 35 15 44.     (N) 099 42 51.     (W)   SCALED
 FK0414* NAVD 88 ORTHO HEIGHT -   564.105 (meters)     1850.73  (feet) ADJUSTED
 FK0414  ______________________________________________________________________
 FK0414  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 FK0414  DYNAMIC HEIGHT  -        563.525 (meters)     1848.83  (feet) COMP
 FK0414  MODELED GRAVITY -    979,587.6   (mgal)                       NAVD 88
 FK0414
 FK0414  VERT ORDER      -  FIRST     CLASS II
 FK0414
 FK0414.The horizontal coordinates were scaled from a map and have
 FK0414.an estimated accuracy of +/- 6 seconds.
 FK0414
 FK0414.The orthometric height was determined by differential leveling and
 FK0414.adjusted by the NATIONAL GEODETIC SURVEY
 FK0414.in June 1991.
 FK0414
 FK0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0414.GEOID18 height accuracy estimate available here.
 FK0414
 FK0414.Click photographs - Photos may exist for this station.
 FK0414
 FK0414.The dynamic height is computed by dividing the NAVD 88
 FK0414.geopotential number by the normal gravity value computed on the
 FK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0414.degrees latitude (g = 980.6199 gals.).
 FK0414
 FK0414.The modeled gravity was interpolated from observed gravity values.
 FK0414
 FK0414;                    North         East    Units  Estimated Accuracy
 FK0414;SPC OK S     -   215,290.      444,020.      MT  (+/- 180 meters Scaled)
 FK0414
 FK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME350023(NAD 83)
 FK0414
 FK0414                          SUPERSEDED SURVEY CONTROL
 FK0414
 FK0414  NGVD 29 (??/??/92)  563.880  (m)         1850.00   (f) ADJ UNCH    1 2
 FK0414
 FK0414.Superseded values are not recommended for survey control.
 FK0414
 FK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0414.See file dsdata.pdf to determine how the superseded data were derived.
 FK0414
 FK0414_MARKER: DB = BENCH MARK DISK
 FK0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0414_STAMPING: H 176 1953
 FK0414_MARK LOGO: CGS
 FK0414_PROJECTION: PROJECTING 9 CENTIMETERS
 FK0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0414+STABILITY: SURFACE MOTION
 FK0414
 FK0414  HISTORY     - Date     Condition        Report By
 FK0414  HISTORY     - 1953     MONUMENTED       CGS
 FK0414  HISTORY     - 19881107 MARK NOT FOUND   USPSQD
 FK0414
 FK0414                          STATION DESCRIPTION
 FK0414
 FK0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0414'5.1 MI SW FROM SAYRE.
 FK0414'5.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0414'RAILROAD FROM THE STATION AT SAYRE, 50.8 FEET SOUTH OF THE SOUTH
 FK0414'RAIL, 36.8 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 FK0414'15 FEET WEST OF TWO 36 INCH COTTONWOOD TREES, AT THE WEST EDGE
 FK0414'OF A SMALL ROADSIDE PARK, SET IN THE TOP OF A CONCRETE POST
 FK0414'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 2 FEET EAST OF A
 FK0414'WITNESS POST.
 FK0414
 FK0414                          STATION RECOVERY (1988)
 FK0414
 FK0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0236 ***********************************************************************
 EM0236  DESIGNATION -  H 177
 EM0236  PID         -  EM0236
 EM0236  STATE/COUNTY-  OK/JACKSON
 EM0236  COUNTRY     -  US
 EM0236  USGS QUAD   -  ALTUS (2018)
 EM0236
 EM0236                         *CURRENT SURVEY CONTROL
 EM0236  ______________________________________________________________________
 EM0236* NAD 83(1986) POSITION- 34 39 27.     (N) 099 16 44.     (W)   SCALED
 EM0236* NAVD 88 ORTHO HEIGHT -   413.599 (meters)     1356.95  (feet) POSTED
 EM0236  ______________________________________________________________________
 EM0236  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 EM0236  DYNAMIC HEIGHT  -        413.16  (meters)     1355.5   (feet) COMP
 EM0236  MODELED GRAVITY -    979,562.9   (mgal)                       NAVD 88
 EM0236
 EM0236  VERT ORDER      -  * POSTED, SEE BELOW
 EM0236
 EM0236.The horizontal coordinates were scaled from a map and have
 EM0236.an estimated accuracy of +/- 6 seconds.
 EM0236
 EM0236.The orthometric height was determined by differential leveling
 EM0236.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0236
 EM0236.* This is a POSTED BENCH MARK height.
 EM0236
 EM0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0236.GEOID18 height accuracy estimate available here.
 EM0236
 EM0236.Click photographs - Photos may exist for this station.
 EM0236
 EM0236.The dynamic height is computed by dividing the NAVD 88
 EM0236.geopotential number by the normal gravity value computed on the
 EM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0236.degrees latitude (g = 980.6199 gals.).
 EM0236
 EM0236.The modeled gravity was interpolated from observed gravity values.
 EM0236
 EM0236;                    North         East    Units  Estimated Accuracy
 EM0236;SPC OK S     -   147,620.      482,780.      MT  (+/- 180 meters Scaled)
 EM0236
 EM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD744350(NAD 83)
 EM0236
 EM0236                          SUPERSEDED SURVEY CONTROL
 EM0236
 EM0236  NGVD 29 (??/??/92)  413.444  (m)         1356.44   (f) ADJ UNCH    1 2
 EM0236
 EM0236.Superseded values are not recommended for survey control.
 EM0236
 EM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0236.See file dsdata.pdf to determine how the superseded data were derived.
 EM0236
 EM0236_MARKER: DB = BENCH MARK DISK
 EM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0236_STAMPING: H 177 1956
 EM0236_MARK LOGO: CGS
 EM0236_PROJECTION: RECESSED 6 CENTIMETERS
 EM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0236+STABILITY: SURFACE MOTION
 EM0236
 EM0236  HISTORY     - Date     Condition        Report By
 EM0236  HISTORY     - 1956     MONUMENTED       CGS
 EM0236  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0236
 EM0236                          STATION DESCRIPTION
 EM0236
 EM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0236'5.25 MI NE FROM ALTUS.
 EM0236'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0236'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0236'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0236'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.65 MILE
 EM0236'NORTH ACROSS THE AIRPORT, 53 FEET NORTHEAST OF A LIGHT POLE, 70.5 FEET
 EM0236'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING T-193, SET IN THE TOP OF
 EM0236'A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND, AT
 EM0236'ALTUS AIR FORCE BASE.
 EM0236
 EM0236                          STATION RECOVERY (1963)
 EM0236
 EM0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0099 ***********************************************************************
 GH0099  DESIGNATION -  H 18
 GH0099  PID         -  GH0099
 GH0099  STATE/COUNTY-  OK/TULSA
 GH0099  COUNTRY     -  US
 GH0099  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0099
 GH0099                         *CURRENT SURVEY CONTROL
 GH0099  ______________________________________________________________________
 GH0099* NAD 83(1986) POSITION- 36 06 19.     (N) 096 01 20.     (W)   SCALED
 GH0099* NAVD 88 ORTHO HEIGHT -   205.939 (meters)      675.65  (feet) ADJUSTED
 GH0099  ______________________________________________________________________
 GH0099  GEOID HEIGHT    -        -28.851 (meters)                     GEOID18
 GH0099  DYNAMIC HEIGHT  -        205.759 (meters)      675.06  (feet) COMP
 GH0099  MODELED GRAVITY -    979,753.8   (mgal)                       NAVD 88
 GH0099
 GH0099  VERT ORDER      -  FIRST     CLASS II
 GH0099
 GH0099.The horizontal coordinates were scaled from a map and have
 GH0099.an estimated accuracy of +/- 6 seconds.
 GH0099
 GH0099.The orthometric height was determined by differential leveling and
 GH0099.adjusted by the NATIONAL GEODETIC SURVEY
 GH0099.in June 1991.
 GH0099
 GH0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0099.GEOID18 height accuracy estimate available here.
 GH0099
 GH0099.Click photographs - Photos may exist for this station.
 GH0099
 GH0099.The dynamic height is computed by dividing the NAVD 88
 GH0099.geopotential number by the normal gravity value computed on the
 GH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0099.degrees latitude (g = 980.6199 gals.).
 GH0099
 GH0099.The modeled gravity was interpolated from observed gravity values.
 GH0099
 GH0099;                    North         East    Units  Estimated Accuracy
 GH0099;SPC OK N     -   124,450.      778,060.      MT  (+/- 180 meters Scaled)
 GH0099
 GH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE680997(NAD 83)
 GH0099
 GH0099                          SUPERSEDED SURVEY CONTROL
 GH0099
 GH0099  NGVD 29 (??/??/92)  205.823  (m)          675.27   (f) ADJ UNCH    1 2
 GH0099
 GH0099.Superseded values are not recommended for survey control.
 GH0099
 GH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0099.See file dsdata.pdf to determine how the superseded data were derived.
 GH0099
 GH0099_MARKER: DB = BENCH MARK DISK
 GH0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0099_STAMPING: H 18 1933
 GH0099_MARK LOGO: CGS
 GH0099_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0099+STABILITY: SURFACE MOTION
 GH0099
 GH0099  HISTORY     - Date     Condition        Report By
 GH0099  HISTORY     - 1933     MONUMENTED       CGS
 GH0099  HISTORY     - 1955     MARK NOT FOUND   USGS
 GH0099
 GH0099                          STATION DESCRIPTION
 GH0099
 GH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0099'4.1 MI SW FROM TULSA.
 GH0099'ABOUT 4.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0099'RAILWAY FROM THE UNION STATION AT TULSA, TULSA COUNTY, ABOUT
 GH0099'83 YARDS SOUTHWEST OF THE FLAG STOP AT RED FORK, 64 FEET SOUTHWEST
 GH0099'OF THE EAST RAIL OF THE MAIN TRACK, 51 FEET SOUTHEAST OF THE
 GH0099'EAST RAIL OF THE PASSING TRACK, AND 77 FEET NORTHEAST OF THE
 GH0099'CENTER LINE OF FORTIETH STREET.  A STANDARD DISK, STAMPED H
 GH0099'18 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GH0099'6 INCHES ABOVE GROUND.
 GH0099
 GH0099                          STATION RECOVERY (1955)
 GH0099
 GH0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GH0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0179 ***********************************************************************
 GJ0179  DESIGNATION -  H 18
 GJ0179  PID         -  GJ0179
 GJ0179  STATE/COUNTY-  OK/ALFALFA
 GJ0179  COUNTRY     -  US
 GJ0179  USGS QUAD   -  DACOMA SE (2018)
 GJ0179
 GJ0179                         *CURRENT SURVEY CONTROL
 GJ0179  ______________________________________________________________________
 GJ0179* NAD 83(1986) POSITION- 36 36 28.     (N) 098 30 06.     (W)   SCALED
 GJ0179* NAVD 88 ORTHO HEIGHT -   416.358 (meters)     1366.00  (feet) ADJUSTED
 GJ0179  ______________________________________________________________________
 GJ0179  GEOID HEIGHT    -        -27.991 (meters)                     GEOID18
 GJ0179  DYNAMIC HEIGHT  -        415.989 (meters)     1364.79  (feet) COMP
 GJ0179  MODELED GRAVITY -    979,733.8   (mgal)                       NAVD 88
 GJ0179
 GJ0179  VERT ORDER      -  FIRST     CLASS II
 GJ0179
 GJ0179.The horizontal coordinates were scaled from a map and have
 GJ0179.an estimated accuracy of +/- 6 seconds.
 GJ0179
 GJ0179.The orthometric height was determined by differential leveling and
 GJ0179.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0179.in June 1991.
 GJ0179
 GJ0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0179.GEOID18 height accuracy estimate available here.
 GJ0179
 GJ0179.Click photographs - Photos may exist for this station.
 GJ0179
 GJ0179.The dynamic height is computed by dividing the NAVD 88
 GJ0179.geopotential number by the normal gravity value computed on the
 GJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0179.degrees latitude (g = 980.6199 gals.).
 GJ0179
 GJ0179.The modeled gravity was interpolated from observed gravity values.
 GJ0179
 GJ0179;                    North         East    Units  Estimated Accuracy
 GJ0179;SPC OK N     -   178,510.      555,120.      MT  (+/- 180 meters Scaled)
 GJ0179
 GJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF445514(NAD 83)
 GJ0179
 GJ0179                          SUPERSEDED SURVEY CONTROL
 GJ0179
 GJ0179  NGVD 29 (??/??/92)  416.188  (m)         1365.44   (f) SUPERSEDED  1 2
 GJ0179  NGVD 29 (04/22/92)  416.188  (m)         1365.44   (f) ADJUSTED    1 2
 GJ0179
 GJ0179.Superseded values are not recommended for survey control.
 GJ0179
 GJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0179.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0179
 GJ0179_MARKER: DB = BENCH MARK DISK
 GJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0179_STAMPING: H 18 1928
 GJ0179_MARK LOGO: USGS
 GJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0179+STABILITY: SURFACE MOTION
 GJ0179
 GJ0179  HISTORY     - Date     Condition        Report By
 GJ0179  HISTORY     - 1928     MONUMENTED       USGS
 GJ0179  HISTORY     - 1934     GOOD             CGS
 GJ0179  HISTORY     - 1955     MARK NOT FOUND
 GJ0179
 GJ0179                          STATION DESCRIPTION
 GJ0179
 GJ0179'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0179'3.6 MI NW FROM CARMEN.
 GJ0179'ABOUT 3.6 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0179'FROM CARMEN, ALFALFA COUNTY, IN THE SE 1/4 SEC. 29, T. 25 N.,
 GJ0179'R. 12 W., AT MILEPOST 584, 46.5 FEET SOUTH OF THE TRACK, 41.5 FEET
 GJ0179'WEST OF A ROAD, 6 FEET NORTHWEST OF A FENCE CORNER, AND NEAR
 GJ0179'A POLE MARKED U.S. 1366 P.B.M.  A UNITED STATES GEOLOGICAL
 GJ0179'SURVEY STANDARD DISK, STAMPED H 18 1928 AND SET IN THE TOP OF A
 GJ0179'CONCRETE POST.
 GJ0179
 GJ0179                          STATION RECOVERY (1934)
 GJ0179
 GJ0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0179'RECOVERED IN GOOD CONDITION.
 GJ0179
 GJ0179                          STATION RECOVERY (1955)
 GJ0179
 GJ0179'RECOVERED 1955
 GJ0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0452 ***********************************************************************
 GJ0452  DESIGNATION -  H 18 H
 GJ0452  PID         -  GJ0452
 GJ0452  STATE/COUNTY-  OK/ALFALFA
 GJ0452  COUNTRY     -  US
 GJ0452  USGS QUAD   -  DACOMA SE (2018)
 GJ0452
 GJ0452                         *CURRENT SURVEY CONTROL
 GJ0452  ______________________________________________________________________
 GJ0452* NAD 83(1986) POSITION- 36 37 19.     (N) 098 31 21.     (W)   SCALED
 GJ0452* NAVD 88 ORTHO HEIGHT -   413.669 (meters)     1357.18  (feet) ADJUSTED
 GJ0452  ______________________________________________________________________
 GJ0452  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 GJ0452  DYNAMIC HEIGHT  -        413.302 (meters)     1355.98  (feet) COMP
 GJ0452  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 GJ0452
 GJ0452  VERT ORDER      -  FIRST     CLASS II
 GJ0452
 GJ0452.The horizontal coordinates were scaled from a map and have
 GJ0452.an estimated accuracy of +/- 6 seconds.
 GJ0452
 GJ0452.The orthometric height was determined by differential leveling and
 GJ0452.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0452.in June 1991.
 GJ0452
 GJ0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0452.GEOID18 height accuracy estimate available here.
 GJ0452
 GJ0452.Click photographs - Photos may exist for this station.
 GJ0452
 GJ0452.The dynamic height is computed by dividing the NAVD 88
 GJ0452.geopotential number by the normal gravity value computed on the
 GJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0452.degrees latitude (g = 980.6199 gals.).
 GJ0452
 GJ0452.The modeled gravity was interpolated from observed gravity values.
 GJ0452
 GJ0452;                    North         East    Units  Estimated Accuracy
 GJ0452;SPC OK N     -   180,090.      553,260.      MT  (+/- 180 meters Scaled)
 GJ0452
 GJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF426530(NAD 83)
 GJ0452
 GJ0452                          SUPERSEDED SURVEY CONTROL
 GJ0452
 GJ0452  NGVD 29 (04/22/92)  413.497  (m)         1356.61   (f) ADJUSTED    1 2
 GJ0452
 GJ0452.Superseded values are not recommended for survey control.
 GJ0452
 GJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0452.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0452
 GJ0452_MARKER: N = NAIL
 GJ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0452_SP_SET: IN ROOT OF TREE
 GJ0452_MARK LOGO: USGS
 GJ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0452
 GJ0452  HISTORY     - Date     Condition        Report By
 GJ0452  HISTORY     - 1928     MONUMENTED       USGS
 GJ0452
 GJ0452                          STATION DESCRIPTION
 GJ0452
 GJ0452'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0452'7.9 KM (4.90 MI) NW FROM CARMEN.
 GJ0452'CARMEN, 4.88 MILES NORTHWEST OF, T. 25 N., R. 12 W., NEAR NORTHWEST
 GJ0452'CORNER SECTION 29, ABOUT 1000 FEET SOUTH OF ELMONT SCHOOLHOUSE, 63
 GJ0452'FEET SOUTH OF TRACK AND 25 FEET EAST OF ROAD, IN ROOT ON NORTH SIDE
 GJ0452'OF 30-INCH COTTONWOOD TREE, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0453 ***********************************************************************
 GJ0453  DESIGNATION -  H 18 I
 GJ0453  PID         -  GJ0453
 GJ0453  STATE/COUNTY-  OK/ALFALFA
 GJ0453  COUNTRY     -  US
 GJ0453  USGS QUAD   -  DACOMA (2018)
 GJ0453
 GJ0453                         *CURRENT SURVEY CONTROL
 GJ0453  ______________________________________________________________________
 GJ0453* NAD 83(1986) POSITION- 36 37 58.     (N) 098 32 07.     (W)   SCALED
 GJ0453* NAVD 88 ORTHO HEIGHT -   415.386 (meters)     1362.81  (feet) ADJUSTED
 GJ0453  ______________________________________________________________________
 GJ0453  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 GJ0453  DYNAMIC HEIGHT  -        415.017 (meters)     1361.60  (feet) COMP
 GJ0453  MODELED GRAVITY -    979,732.5   (mgal)                       NAVD 88
 GJ0453
 GJ0453  VERT ORDER      -  FIRST     CLASS II
 GJ0453
 GJ0453.The horizontal coordinates were scaled from a map and have
 GJ0453.an estimated accuracy of +/- 6 seconds.
 GJ0453
 GJ0453.The orthometric height was determined by differential leveling and
 GJ0453.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0453.in June 1991.
 GJ0453
 GJ0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0453.GEOID18 height accuracy estimate available here.
 GJ0453
 GJ0453.Click photographs - Photos may exist for this station.
 GJ0453
 GJ0453.The dynamic height is computed by dividing the NAVD 88
 GJ0453.geopotential number by the normal gravity value computed on the
 GJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0453.degrees latitude (g = 980.6199 gals.).
 GJ0453
 GJ0453.The modeled gravity was interpolated from observed gravity values.
 GJ0453
 GJ0453;                    North         East    Units  Estimated Accuracy
 GJ0453;SPC OK N     -   181,300.      552,130.      MT  (+/- 180 meters Scaled)
 GJ0453
 GJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF415542(NAD 83)
 GJ0453
 GJ0453                          SUPERSEDED SURVEY CONTROL
 GJ0453
 GJ0453  NGVD 29 (04/22/92)  415.212  (m)         1362.24   (f) ADJUSTED    1 2
 GJ0453
 GJ0453.Superseded values are not recommended for survey control.
 GJ0453
 GJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0453.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0453
 GJ0453_MARKER: Q = CHISELED SQUARE
 GJ0453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0453_SP_SET: HEADWALL
 GJ0453_MARK LOGO: NONE
 GJ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0453+STABILITY: SURFACE MOTION
 GJ0453
 GJ0453  HISTORY     - Date     Condition        Report By
 GJ0453  HISTORY     - 1928     MONUMENTED       USGS
 GJ0453
 GJ0453                          STATION DESCRIPTION
 GJ0453
 GJ0453'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0453'3.7 KM (2.30 MI) SE FROM DACOMA.
 GJ0453'CARMEN, 5.91 MILES NORTHWEST OF, T. 25 N., R. 12 W., NORTHWEST 1/4
 GJ0453'SECTION 19, 9.5 FEET NORTH OF TRACK, AT TELEPHONE POLE MARKED 565-10,
 GJ0453'IN CENTER OF TOP FACE OF CONCRETE CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0045 ***********************************************************************
 GJ0045  DESIGNATION -  H 180
 GJ0045  PID         -  GJ0045
 GJ0045  STATE/COUNTY-  OK/GRANT
 GJ0045  COUNTRY     -  US
 GJ0045  USGS QUAD   -  MANCHESTER (2018)
 GJ0045
 GJ0045                         *CURRENT SURVEY CONTROL
 GJ0045  ______________________________________________________________________
 GJ0045* NAD 83(1986) POSITION- 36 57 32.     (N) 098 00 02.     (W)   SCALED
 GJ0045* NAVD 88 ORTHO HEIGHT -   362.938 (meters)     1190.74  (feet) ADJUSTED
 GJ0045  ______________________________________________________________________
 GJ0045  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 GJ0045  DYNAMIC HEIGHT  -        362.636 (meters)     1189.75  (feet) COMP
 GJ0045  MODELED GRAVITY -    979,787.7   (mgal)                       NAVD 88
 GJ0045
 GJ0045  VERT ORDER      -  FIRST     CLASS II
 GJ0045
 GJ0045.The horizontal coordinates were scaled from a map and have
 GJ0045.an estimated accuracy of +/- 6 seconds.
 GJ0045
 GJ0045.The orthometric height was determined by differential leveling and
 GJ0045.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0045.in June 1991.
 GJ0045
 GJ0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0045.GEOID18 height accuracy estimate available here.
 GJ0045
 GJ0045.Click photographs - Photos may exist for this station.
 GJ0045
 GJ0045.The dynamic height is computed by dividing the NAVD 88
 GJ0045.geopotential number by the normal gravity value computed on the
 GJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0045.degrees latitude (g = 980.6199 gals.).
 GJ0045
 GJ0045.The modeled gravity was interpolated from observed gravity values.
 GJ0045
 GJ0045;                    North         East    Units  Estimated Accuracy
 GJ0045;SPC OK N     -   217,360.      599,950.      MT  (+/- 180 meters Scaled)
 GJ0045
 GJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF889907(NAD 83)
 GJ0045
 GJ0045                          SUPERSEDED SURVEY CONTROL
 GJ0045
 GJ0045  NGVD 29 (??/??/92)  362.824  (m)         1190.37   (f) ADJ UNCH    1 2
 GJ0045
 GJ0045.Superseded values are not recommended for survey control.
 GJ0045
 GJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0045.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0045
 GJ0045_MARKER: DB = BENCH MARK DISK
 GJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0045_STAMPING: H 180 1953
 GJ0045_MARK LOGO: CGS
 GJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0045+STABILITY: SURFACE MOTION
 GJ0045
 GJ0045  HISTORY     - Date     Condition        Report By
 GJ0045  HISTORY     - 1953     MONUMENTED       CGS
 GJ0045  HISTORY     - 1985     MARK NOT FOUND   NGS
 GJ0045
 GJ0045                          STATION DESCRIPTION
 GJ0045
 GJ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GJ0045'3.3 MI SE FROM MANCHESTER.
 GJ0045'3.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0045'RAILROAD FROM THE STATION AT MANCHESTER, 45 FEET SOUTHWEST OF THE
 GJ0045'SOUTHWEST RAIL, 13 FEET SOUTHWEST OF MILEPOST 84, 2 FEET NORTHEAST
 GJ0045'OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 GJ0045'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GJ0045
 GJ0045                          STATION RECOVERY (1985)
 GJ0045
 GJ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GJ0045'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0250 ***********************************************************************
 GH0250  DESIGNATION -  H 181
 GH0250  PID         -  GH0250
 GH0250  STATE/COUNTY-  OK/KAY
 GH0250  COUNTRY     -  US
 GH0250  USGS QUAD   -  NEWKIRK (2018)
 GH0250
 GH0250                         *CURRENT SURVEY CONTROL
 GH0250  ______________________________________________________________________
 GH0250* NAD 83(1986) POSITION- 36 54 42.     (N) 097 03 16.     (W)   SCALED
 GH0250* NAVD 88 ORTHO HEIGHT -   355.613 (meters)     1166.71  (feet) ADJUSTED
 GH0250  ______________________________________________________________________
 GH0250  GEOID HEIGHT    -        -29.023 (meters)                     GEOID18
 GH0250  DYNAMIC HEIGHT  -        355.310 (meters)     1165.71  (feet) COMP
 GH0250  MODELED GRAVITY -    979,768.5   (mgal)                       NAVD 88
 GH0250
 GH0250  VERT ORDER      -  SECOND    CLASS 0
 GH0250
 GH0250.The horizontal coordinates were scaled from a map and have
 GH0250.an estimated accuracy of +/- 6 seconds.
 GH0250
 GH0250.The orthometric height was determined by differential leveling and
 GH0250.adjusted by the NATIONAL GEODETIC SURVEY
 GH0250.in June 1991.
 GH0250
 GH0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0250.GEOID18 height accuracy estimate available here.
 GH0250
 GH0250.Click photographs - Photos may exist for this station.
 GH0250
 GH0250.The dynamic height is computed by dividing the NAVD 88
 GH0250.geopotential number by the normal gravity value computed on the
 GH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0250.degrees latitude (g = 980.6199 gals.).
 GH0250
 GH0250.The modeled gravity was interpolated from observed gravity values.
 GH0250
 GH0250;                    North         East    Units  Estimated Accuracy
 GH0250;SPC OK N     -   212,530.      684,260.      MT  (+/- 180 meters Scaled)
 GH0250
 GH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF733868(NAD 83)
 GH0250
 GH0250                          SUPERSEDED SURVEY CONTROL
 GH0250
 GH0250  NGVD 29 (??/??/92)  355.486  (m)         1166.29   (f) ADJ UNCH    2 0
 GH0250
 GH0250.Superseded values are not recommended for survey control.
 GH0250
 GH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0250.See file dsdata.pdf to determine how the superseded data were derived.
 GH0250
 GH0250_MARKER: DB = BENCH MARK DISK
 GH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0250_STAMPING: H 181 1934
 GH0250_MARK LOGO: CGS
 GH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0250+STABILITY: SURFACE MOTION
 GH0250
 GH0250  HISTORY     - Date     Condition        Report By
 GH0250  HISTORY     - 1953     MONUMENTED       CGS
 GH0250
 GH0250                          STATION DESCRIPTION
 GH0250
 GH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0250'1.8 MI N FROM NEWKIRK.
 GH0250'1.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0250'FROM THE STATION AT NEWKIRK, AT A ROAD CROSSING, 2 POLES NORTH
 GH0250'OF MILEPOST 274, 163 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 GH0250'WEST ROAD, 132 FEET SOUTH OF THE NORTHWEST CORNER OF A CEMETERY,
 GH0250'32 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 8 FEET SOUTHEAST
 GH0250'OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A
 GH0250'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0250'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0480 ***********************************************************************
 GH0480  DESIGNATION -  H 182
 GH0480  PID         -  GH0480
 GH0480  STATE/COUNTY-  OK/GARFIELD
 GH0480  COUNTRY     -  US
 GH0480  USGS QUAD   -  KREMLIN (2018)
 GH0480
 GH0480                         *CURRENT SURVEY CONTROL
 GH0480  ______________________________________________________________________
 GH0480* NAD 83(1986) POSITION- 36 33 01.     (N) 097 49 57.     (W)   SCALED
 GH0480* NAVD 88 ORTHO HEIGHT -   341.566 (meters)     1120.62  (feet) ADJUSTED
 GH0480  ______________________________________________________________________
 GH0480  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 GH0480  DYNAMIC HEIGHT  -        341.271 (meters)     1119.65  (feet) COMP
 GH0480  MODELED GRAVITY -    979,759.9   (mgal)                       NAVD 88
 GH0480
 GH0480  VERT ORDER      -  FIRST     CLASS II
 GH0480
 GH0480.The horizontal coordinates were scaled from a map and have
 GH0480.an estimated accuracy of +/- 6 seconds.
 GH0480
 GH0480.The orthometric height was determined by differential leveling and
 GH0480.adjusted by the NATIONAL GEODETIC SURVEY
 GH0480.in June 1991.
 GH0480
 GH0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0480.GEOID18 height accuracy estimate available here.
 GH0480
 GH0480.Click photographs - Photos may exist for this station.
 GH0480
 GH0480.The dynamic height is computed by dividing the NAVD 88
 GH0480.geopotential number by the normal gravity value computed on the
 GH0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0480.degrees latitude (g = 980.6199 gals.).
 GH0480
 GH0480.The modeled gravity was interpolated from observed gravity values.
 GH0480
 GH0480;                    North         East    Units  Estimated Accuracy
 GH0480;SPC OK N     -   172,020.      615,000.      MT  (+/- 180 meters Scaled)
 GH0480
 GH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF044456(NAD 83)
 GH0480
 GH0480                          SUPERSEDED SURVEY CONTROL
 GH0480
 GH0480  NGVD 29 (??/??/92)  341.437  (m)         1120.20   (f) ADJ UNCH    1 2
 GH0480
 GH0480.Superseded values are not recommended for survey control.
 GH0480
 GH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0480.See file dsdata.pdf to determine how the superseded data were derived.
 GH0480
 GH0480_MARKER: DB = BENCH MARK DISK
 GH0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0480_STAMPING: H 182 1953
 GH0480_MARK LOGO: CGS
 GH0480_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0480+STABILITY: SURFACE MOTION
 GH0480
 GH0480  HISTORY     - Date     Condition        Report By
 GH0480  HISTORY     - 1953     MONUMENTED       CGS
 GH0480  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0480
 GH0480                          STATION DESCRIPTION
 GH0480
 GH0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0480'0.2 MI S FROM KREMLIN.
 GH0480'0.2 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0480'RAILROAD FROM THE STATION AT KREMLIN, AT AN OILED ROAD CROSSING,
 GH0480'94 FEET EAST OF THE EAST RAIL, 73 FEET NORTH OF THE CENTER
 GH0480'LINE OF AN EAST AND WEST ROAD, 36 FEET NORTH OF A FENCE CORNER,
 GH0480'2.7 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET
 GH0480'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GH0480'THE GROUND.
 GH0480
 GH0480                          STATION RECOVERY (1985)
 GH0480
 GH0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0480'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0393 ***********************************************************************
 GH0393  DESIGNATION -  H 183
 GH0393  PID         -  GH0393
 GH0393  STATE/COUNTY-  OK/GARFIELD
 GH0393  COUNTRY     -  US
 GH0393  USGS QUAD   -  WAUKOMIS (2018)
 GH0393
 GH0393                         *CURRENT SURVEY CONTROL
 GH0393  ______________________________________________________________________
 GH0393* NAD 83(1986) POSITION- 36 15 38.     (N) 097 53 36.     (W)   SCALED
 GH0393* NAVD 88 ORTHO HEIGHT -   375.251 (meters)     1231.14  (feet) ADJUSTED
 GH0393  ______________________________________________________________________
 GH0393  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 GH0393  DYNAMIC HEIGHT  -        374.917 (meters)     1230.04  (feet) COMP
 GH0393  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 GH0393
 GH0393  VERT ORDER      -  FIRST     CLASS II
 GH0393
 GH0393.The horizontal coordinates were scaled from a map and have
 GH0393.an estimated accuracy of +/- 6 seconds.
 GH0393
 GH0393.The orthometric height was determined by differential leveling and
 GH0393.adjusted by the NATIONAL GEODETIC SURVEY
 GH0393.in June 1991.
 GH0393
 GH0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0393.GEOID18 height accuracy estimate available here.
 GH0393
 GH0393.Click photographs - Photos may exist for this station.
 GH0393
 GH0393.The dynamic height is computed by dividing the NAVD 88
 GH0393.geopotential number by the normal gravity value computed on the
 GH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0393.degrees latitude (g = 980.6199 gals.).
 GH0393
 GH0393.The modeled gravity was interpolated from observed gravity values.
 GH0393
 GH0393;                    North         East    Units  Estimated Accuracy
 GH0393;SPC OK N     -   139,870.      609,590.      MT  (+/- 180 meters Scaled)
 GH0393
 GH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF994134(NAD 83)
 GH0393
 GH0393                          SUPERSEDED SURVEY CONTROL
 GH0393
 GH0393  NGVD 29 (??/??/92)  375.117  (m)         1230.70   (f) SUPERSEDED  1 2
 GH0393  NGVD 29 (04/22/92)  375.074  (m)         1230.56   (f) ADJUSTED    1 2
 GH0393
 GH0393.Superseded values are not recommended for survey control.
 GH0393
 GH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0393.See file dsdata.pdf to determine how the superseded data were derived.
 GH0393
 GH0393_MARKER: DB = BENCH MARK DISK
 GH0393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0393_SP_SET: BOX CULVERT HEADWALL
 GH0393_STAMPING: H 183 1953
 GH0393_MARK LOGO: CGS
 GH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0393+STABILITY: SURFACE MOTION
 GH0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0393+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2009
 GH0393
 GH0393  HISTORY     - Date     Condition        Report By
 GH0393  HISTORY     - 1953     MONUMENTED       CGS
 GH0393  HISTORY     - 1985     GOOD             NGS
 GH0393  HISTORY     - 20090126 GOOD             OKDOT
 GH0393
 GH0393                          STATION DESCRIPTION
 GH0393
 GH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0393'1.5 MI S FROM WAUKOMIS.
 GH0393'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0393'FROM THE STATION AT WAUKOMIS, AT A ROAD CROSSING, 2 POLES NORTH
 GH0393'OF MILEPOST 251, 10 FEET WEST OF THE WEST RAIL, SET IN THE TOP
 GH0393'OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 GH0393
 GH0393                          STATION RECOVERY (1985)
 GH0393
 GH0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0393'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.17 KM (1.55
 GH0393'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF EUCLID STREET AT
 GH0393'WAUKOMIS, THENCE 0.33 KM (0.21 MI) WEST ALONG A GRAVEL SECTION LINE
 GH0393'ROAD, IN THE NORTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK
 GH0393'ISLAND AND PACIFIC RAILROAD, IN TOP OF THE SOUTH END OF THE WEST
 GH0393'CONCRETE HEADWALL FOR A 7 BY 10 FOOT CONCRETE BOX CULVERT UNDER THE
 GH0393'RAILROAD TRACKS, TWO TELEPHONE POLES NORTH OF RAILROAD MILEPOLE 351,
 GH0393'28.5 METERS (93.5 FT) NORTH OF THE CENTER OF THE ROAD, 3.0 METERS (10
 GH0393'FT) WEST OF THE WEST RAIL, AND 0.2 METER (0.8 FT) NORTH OF THE SOUTH
 GH0393'END OF THE HEADWALL.
 GH0393'THE MARK IS 0.5 M BELOW THE TRACKS.
 GH0393
 GH0393                          STATION RECOVERY (2009)
 GH0393
 GH0393'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0368 ***********************************************************************
 GH0368  DESIGNATION -  H 184
 GH0368  PID         -  GH0368
 GH0368  STATE/COUNTY-  OK/KINGFISHER
 GH0368  COUNTRY     -  US
 GH0368  USGS QUAD   -  HENNESSEY (2018)
 GH0368
 GH0368                         *CURRENT SURVEY CONTROL
 GH0368  ______________________________________________________________________
 GH0368* NAD 83(1986) POSITION- 36 04 20.     (N) 097 54 19.     (W)   SCALED
 GH0368* NAVD 88 ORTHO HEIGHT -   338.873 (meters)     1111.79  (feet) POSTED
 GH0368  ______________________________________________________________________
 GH0368  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 GH0368  DYNAMIC HEIGHT  -        338.57  (meters)     1110.8   (feet) COMP
 GH0368  MODELED GRAVITY -    979,721.7   (mgal)                       NAVD 88
 GH0368
 GH0368  VERT ORDER      -  * POSTED, SEE BELOW
 GH0368
 GH0368.The horizontal coordinates were scaled from a map and have
 GH0368.an estimated accuracy of +/- 6 seconds.
 GH0368
 GH0368.The orthometric height was determined by differential leveling
 GH0368.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0368
 GH0368.* This is a POSTED BENCH MARK height.
 GH0368
 GH0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0368.GEOID18 height accuracy estimate available here.
 GH0368
 GH0368.Click photographs - Photos may exist for this station.
 GH0368
 GH0368.The dynamic height is computed by dividing the NAVD 88
 GH0368.geopotential number by the normal gravity value computed on the
 GH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0368.degrees latitude (g = 980.6199 gals.).
 GH0368
 GH0368.The modeled gravity was interpolated from observed gravity values.
 GH0368
 GH0368;                    North         East    Units  Estimated Accuracy
 GH0368;SPC OK N     -   118,970.      608,530.      MT  (+/- 180 meters Scaled)
 GH0368
 GH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE985925(NAD 83)
 GH0368
 GH0368                          SUPERSEDED SURVEY CONTROL
 GH0368
 GH0368  NGVD 29 (??/??/92)  338.725  (m)         1111.30   (f) ADJ UNCH    1 2
 GH0368
 GH0368.Superseded values are not recommended for survey control.
 GH0368
 GH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0368.See file dsdata.pdf to determine how the superseded data were derived.
 GH0368
 GH0368_MARKER: DB = BENCH MARK DISK
 GH0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0368_STAMPING: H 184 1953
 GH0368_MARK LOGO: CGS
 GH0368_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0368+STABILITY: SURFACE MOTION
 GH0368
 GH0368  HISTORY     - Date     Condition        Report By
 GH0368  HISTORY     - 1953     MONUMENTED       CGS
 GH0368  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0368  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0368
 GH0368                          STATION DESCRIPTION
 GH0368
 GH0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0368'2.5 MI S FROM HENNESSEY.
 GH0368'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0368'RAILROAD FROM THE STATION AT HENNESSEY, 3 POLES SOUTH OF A ROAD
 GH0368'CROSSING, 43 FEET WEST OF THE WEST RAIL, 10 FEET WEST OF MILEPOST
 GH0368'364, 4.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 GH0368'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GH0368'THE GROUND.
 GH0368
 GH0368                          STATION RECOVERY (1979)
 GH0368
 GH0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0368'MARK NOT FOUND.
 GH0368
 GH0368                          STATION RECOVERY (1985)
 GH0368
 GH0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0368'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 GH0368'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0562 ***********************************************************************
 FJ0562  DESIGNATION -  H 185
 FJ0562  PID         -  FJ0562
 FJ0562  STATE/COUNTY-  OK/KINGFISHER
 FJ0562  COUNTRY     -  US
 FJ0562  USGS QUAD   -  KINGFISHER (2018)
 FJ0562
 FJ0562                         *CURRENT SURVEY CONTROL
 FJ0562  ______________________________________________________________________
 FJ0562* NAD 83(1986) POSITION- 35 48 00.     (N) 097 56 37.     (W)   SCALED
 FJ0562* NAVD 88 ORTHO HEIGHT -   340.536 (meters)     1117.24  (feet) ADJUSTED
 FJ0562  ______________________________________________________________________
 FJ0562  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 FJ0562  DYNAMIC HEIGHT  -        340.222 (meters)     1116.21  (feet) COMP
 FJ0562  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FJ0562
 FJ0562  VERT ORDER      -  FIRST     CLASS II
 FJ0562
 FJ0562.The horizontal coordinates were scaled from a map and have
 FJ0562.an estimated accuracy of +/- 6 seconds.
 FJ0562
 FJ0562.The orthometric height was determined by differential leveling and
 FJ0562.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0562.in June 1991.
 FJ0562
 FJ0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0562.GEOID18 height accuracy estimate available here.
 FJ0562
 FJ0562.Click photographs - Photos may exist for this station.
 FJ0562
 FJ0562.The dynamic height is computed by dividing the NAVD 88
 FJ0562.geopotential number by the normal gravity value computed on the
 FJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0562.degrees latitude (g = 980.6199 gals.).
 FJ0562
 FJ0562.The modeled gravity was interpolated from observed gravity values.
 FJ0562
 FJ0562;                    North         East    Units  Estimated Accuracy
 FJ0562;SPC OK N     -    88,760.      605,100.      MT  (+/- 180 meters Scaled)
 FJ0562
 FJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE954622(NAD 83)
 FJ0562
 FJ0562                          SUPERSEDED SURVEY CONTROL
 FJ0562
 FJ0562  NGVD 29 (??/??/92)  340.383  (m)         1116.74   (f) SUPERSEDED  1 2
 FJ0562  NGVD 29 (04/22/92)  340.383  (m)         1116.74   (f) ADJUSTED    1 2
 FJ0562
 FJ0562.Superseded values are not recommended for survey control.
 FJ0562
 FJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0562.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0562
 FJ0562_MARKER: DB = BENCH MARK DISK
 FJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0562_STAMPING: H 185 1953
 FJ0562_MARK LOGO: CGS
 FJ0562_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0562+STABILITY: SURFACE MOTION
 FJ0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0562+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 FJ0562
 FJ0562  HISTORY     - Date     Condition        Report By
 FJ0562  HISTORY     - 1953     MONUMENTED       CGS
 FJ0562  HISTORY     - 1959     GOOD             CGS
 FJ0562  HISTORY     - 1985     GOOD             NGS
 FJ0562  HISTORY     - 20191212 GOOD             OKDOT
 FJ0562
 FJ0562                          STATION DESCRIPTION
 FJ0562
 FJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0562'4.4 MI S FROM KINGFISHER.
 FJ0562'4.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0562'FROM THE STATION AT KINGFISHER, 83 FEET EAST OF THE CENTER
 FJ0562'LINE OF U.S. HIGHWAY 81, 36 FEET WEST OF THE WEST RAIL, 8 FEET
 FJ0562'NORTH OF MILEPOST 383, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 FJ0562'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0562
 FJ0562                          STATION RECOVERY (1959)
 FJ0562
 FJ0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FJ0562'RECOVERED IN GOOD CONDITION.
 FJ0562
 FJ0562                          STATION RECOVERY (1985)
 FJ0562
 FJ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0562'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.84 KM (4.25
 FJ0562'MI) SOUTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT KINGFISHER, ALSO
 FJ0562'8.81 KM (5.48 MI) NORTH OF OKARCHE, IN TOP OF A LONG LOW CUT, 0.17 KM
 FJ0562'(0.11 MI) NORTH OF A PAVED SECTION LINE ROAD, 25.3 METERS (83 FT) EAST
 FJ0562'OF THE CENTER OF THE NORTH BOUND LANES, 11.0 METERS (36 FT) WEST OF
 FJ0562'THE WEST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FJ0562'9.9 METERS (32.5 FT) WEST-NORTHWEST OF RAILROAD MILEPOLE 383,
 FJ0562'3.5 METERS (11.5 FT) EAST OF THE RIGHT OF WAY FENCE AND 2.4 METERS
 FJ0562'(8 FT) NORTH OF A TELEPHONE POLE.
 FJ0562'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0562'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 FJ0562
 FJ0562                          STATION RECOVERY (2019)
 FJ0562
 FJ0562'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (DM)
 FJ0562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0460 ***********************************************************************
 FJ0460  DESIGNATION -  H 186
 FJ0460  PID         -  FJ0460
 FJ0460  STATE/COUNTY-  OK/CANADIAN
 FJ0460  COUNTRY     -  US
 FJ0460  USGS QUAD   -  UNION CITY (2018)
 FJ0460
 FJ0460                         *CURRENT SURVEY CONTROL
 FJ0460  ______________________________________________________________________
 FJ0460* NAD 83(1986) POSITION- 35 24 26.     (N) 097 56 39.     (W)   SCALED
 FJ0460* NAVD 88 ORTHO HEIGHT -   410.835 (meters)     1347.88  (feet) ADJUSTED
 FJ0460  ______________________________________________________________________
 FJ0460  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FJ0460  DYNAMIC HEIGHT  -        410.429 (meters)     1346.55  (feet) COMP
 FJ0460  MODELED GRAVITY -    979,632.3   (mgal)                       NAVD 88
 FJ0460
 FJ0460  VERT ORDER      -  FIRST     CLASS II
 FJ0460
 FJ0460.The horizontal coordinates were scaled from a map and have
 FJ0460.an estimated accuracy of +/- 6 seconds.
 FJ0460
 FJ0460.The orthometric height was determined by differential leveling and
 FJ0460.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0460.in June 1991.
 FJ0460
 FJ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0460.GEOID18 height accuracy estimate available here.
 FJ0460
 FJ0460.Click photographs - Photos may exist for this station.
 FJ0460
 FJ0460.The dynamic height is computed by dividing the NAVD 88
 FJ0460.geopotential number by the normal gravity value computed on the
 FJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0460.degrees latitude (g = 980.6199 gals.).
 FJ0460
 FJ0460.The modeled gravity was interpolated from observed gravity values.
 FJ0460
 FJ0460;                    North         East    Units  Estimated Accuracy
 FJ0460;SPC OK N     -    45,180.      605,070.      MT  (+/- 180 meters Scaled)
 FJ0460
 FJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE958187(NAD 83)
 FJ0460
 FJ0460                          SUPERSEDED SURVEY CONTROL
 FJ0460
 FJ0460  NGVD 29 (??/??/92)  410.631  (m)         1347.21   (f) ADJ UNCH    1 2
 FJ0460
 FJ0460.Superseded values are not recommended for survey control.
 FJ0460
 FJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0460.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0460
 FJ0460_MARKER: DB = BENCH MARK DISK
 FJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0460_STAMPING: H 186 1953
 FJ0460_MARK LOGO: CGS
 FJ0460_PROJECTION: PROJECTING 6 CENTIMETERS
 FJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0460+STABILITY: SURFACE MOTION
 FJ0460
 FJ0460  HISTORY     - Date     Condition        Report By
 FJ0460  HISTORY     - 1953     MONUMENTED       CGS
 FJ0460  HISTORY     - 1986     GOOD             NGS
 FJ0460  HISTORY     - 20250713 GOOD             ORSU
 FJ0460
 FJ0460                          STATION DESCRIPTION
 FJ0460
 FJ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0460'0.9 MI N FROM UNION CITY.
 FJ0460'0.9 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0460'RAILROAD FROM THE STATION AT UNION CITY, 3 POLES NORTH OF A
 FJ0460'ROAD CROSSING, 38 FEET WEST OF THE WEST RAIL, 6 FEET NORTH
 FJ0460'OF A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 FJ0460'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FJ0460'GROUND.
 FJ0460
 FJ0460                          STATION RECOVERY (1986)
 FJ0460
 FJ0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0460'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.5 KM (6.5
 FJ0460'MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD FROM ITS
 FJ0460'JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, 62.0 M (203.4 FT)
 FJ0460'NORTH OF THE CENTER OF A DIRT ROAD, 11.6 M (38.1 FT) WEST OF THE NEAR
 FJ0460'RAIL, AND 1.8 M (5.9 FT) NORTH OF A UTILITY POLE.
 FJ0460'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 FJ0460
 FJ0460                          STATION RECOVERY (2025)
 FJ0460
 FJ0460'RECOVERY NOTE BY OREGON STATE UNIVERSITY 2025 (EL)
 FJ0460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0438 ***********************************************************************
 FJ0438  DESIGNATION -  H 187
 FJ0438  PID         -  FJ0438
 FJ0438  STATE/COUNTY-  OK/GRADY
 FJ0438  COUNTRY     -  US
 FJ0438  USGS QUAD   -  POCASSET (2018)
 FJ0438
 FJ0438                         *CURRENT SURVEY CONTROL
 FJ0438  ______________________________________________________________________
 FJ0438* NAD 83(1986) POSITION- 35 11 49.     (N) 097 57 04.     (W)   SCALED
 FJ0438* NAVD 88 ORTHO HEIGHT -   364.741 (meters)     1196.65  (feet) POSTED
 FJ0438  ______________________________________________________________________
 FJ0438  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 FJ0438  DYNAMIC HEIGHT  -        364.38  (meters)     1195.5   (feet) COMP
 FJ0438  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 FJ0438
 FJ0438  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0438
 FJ0438.The horizontal coordinates were scaled from a map and have
 FJ0438.an estimated accuracy of +/- 6 seconds.
 FJ0438
 FJ0438.The orthometric height was determined by differential leveling
 FJ0438.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0438
 FJ0438.* This is a POSTED BENCH MARK height.
 FJ0438
 FJ0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0438.GEOID18 height accuracy estimate available here.
 FJ0438
 FJ0438.Click photographs - Photos may exist for this station.
 FJ0438
 FJ0438.The dynamic height is computed by dividing the NAVD 88
 FJ0438.geopotential number by the normal gravity value computed on the
 FJ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0438.degrees latitude (g = 980.6199 gals.).
 FJ0438
 FJ0438.The modeled gravity was interpolated from observed gravity values.
 FJ0438
 FJ0438;                    North         East    Units  Estimated Accuracy
 FJ0438;SPC OK S     -   206,730.      604,450.      MT  (+/- 180 meters Scaled)
 FJ0438
 FJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND954953(NAD 83)
 FJ0438
 FJ0438                          SUPERSEDED SURVEY CONTROL
 FJ0438
 FJ0438  NGVD 29 (??/??/92)  364.594  (m)         1196.17   (f) ADJ UNCH    1 2
 FJ0438
 FJ0438.Superseded values are not recommended for survey control.
 FJ0438
 FJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0438.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0438
 FJ0438_MARKER: DB = BENCH MARK DISK
 FJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0438_STAMPING: H 187 1953
 FJ0438_MARK LOGO: CGS
 FJ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0438+STABILITY: SURFACE MOTION
 FJ0438
 FJ0438  HISTORY     - Date     Condition        Report By
 FJ0438  HISTORY     - 1953     MONUMENTED       CGS
 FJ0438  HISTORY     - 1977     GOOD             NGS
 FJ0438  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0438
 FJ0438                          STATION DESCRIPTION
 FJ0438
 FJ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0438'0.1 MI S FROM POCASSET.
 FJ0438'0.1 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0438'RAILROAD FROM THE STATION AT POCASSET, 97 FEET SOUTHWEST
 FJ0438'OF MILEPOST 426, 76 FEET WEST OF THE WEST RAIL OF THE MAIN
 FJ0438'TRACK, 20 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 1.8 FEET
 FJ0438'NORTHWEST OF THE NORTHEAST CORNER OF A STOCK PEN, 2 FEET
 FJ0438'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FJ0438'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0438
 FJ0438                          STATION RECOVERY (1977)
 FJ0438
 FJ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FJ0438'RECOVERED IN GOOD CONDITION.
 FJ0438
 FJ0438                          STATION RECOVERY (1986)
 FJ0438
 FJ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0480 ***********************************************************************
 FJ0480  DESIGNATION -  H 188 RESET
 FJ0480  PID         -  FJ0480
 FJ0480  STATE/COUNTY-  OK/GRADY
 FJ0480  COUNTRY     -  US
 FJ0480  USGS QUAD   -  CHICKASHA (2018)
 FJ0480
 FJ0480                         *CURRENT SURVEY CONTROL
 FJ0480  ______________________________________________________________________
 FJ0480* NAD 83(1986) POSITION- 35 02 49.     (N) 097 53 42.     (W)   SCALED
 FJ0480* NAVD 88 ORTHO HEIGHT -   332.64  (meters)     1091.3   (feet) RESET
 FJ0480  ______________________________________________________________________
 FJ0480  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 FJ0480  VERT ORDER      -  THIRD
 FJ0480
 FJ0480.The horizontal coordinates were scaled from a map and have
 FJ0480.an estimated accuracy of +/- 6 seconds.
 FJ0480
 FJ0480.The orthometric height was computed from unverified reset data.
 FJ0480
 FJ0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0480.GEOID18 height accuracy estimate available here.
 FJ0480
 FJ0480.Click photographs - Photos may exist for this station.
 FJ0480
 FJ0480;                    North         East    Units  Estimated Accuracy
 FJ0480;SPC OK S     -   190,090.      609,580.      MT  (+/- 180 meters Scaled)
 FJ0480
 FJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD007788(NAD 83)
 FJ0480
 FJ0480                          SUPERSEDED SURVEY CONTROL
 FJ0480
 FJ0480.No superseded survey control is available for this station.
 FJ0480
 FJ0480_MARKER: DB = BENCH MARK DISK
 FJ0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0480_SP_SET: TRANSMISSION TOWER BASE
 FJ0480_STAMPING: H 188 RESET 1969
 FJ0480_MARK LOGO: CGS
 FJ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0480
 FJ0480  HISTORY     - Date     Condition        Report By
 FJ0480  HISTORY     - 1969     MONUMENTED       CGS
 FJ0480
 FJ0480                          STATION DESCRIPTION
 FJ0480
 FJ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FJ0480'2.2 MI E FROM CHICKASHA.
 FJ0480'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO
 FJ0480'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, 74.5
 FJ0480'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 62, 0.7 FEET SOUTH OF
 FJ0480'THE SOUTHWEST LEG OF A POWERLINE TOWER, POWERLINE CROSSES HIGHWAY
 FJ0480'AT SITE OF MARK, AND CEMENTED IN A DRILL HOLE IN A CONCRETE
 FJ0480'FOUNDATION FOR POWERLINE TOWER AND THE FOUNDATION PROJECTS
 FJ0480'10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0763 ***********************************************************************
 FH0763  DESIGNATION -  H 19
 FH0763  PID         -  FH0763
 FH0763  STATE/COUNTY-  OK/OKMULGEE
 FH0763  COUNTRY     -  US
 FH0763  USGS QUAD   -  HENRYETTA (2018)
 FH0763
 FH0763                         *CURRENT SURVEY CONTROL
 FH0763  ______________________________________________________________________
 FH0763* NAD 83(1986) POSITION- 35 26 05.67   (N) 095 59 16.35   (W)   HD_HELD1
 FH0763* NAVD 88 ORTHO HEIGHT -   212.678 (meters)      697.76  (feet) ADJUSTED
 FH0763  ______________________________________________________________________
 FH0763  GEOID HEIGHT    -        -29.129 (meters)                     GEOID18
 FH0763  DYNAMIC HEIGHT  -        212.477 (meters)      697.10  (feet) COMP
 FH0763  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 FH0763
 FH0763  VERT ORDER      -  FIRST     CLASS II
 FH0763
 FH0763.The horizontal coordinates were determined by differentially corrected
 FH0763.hand held GPS observations or other comparable positioning techniques
 FH0763.and have an estimated accuracy of +/- 3 meters.
 FH0763
 FH0763.The orthometric height was determined by differential leveling and
 FH0763.adjusted by the NATIONAL GEODETIC SURVEY
 FH0763.in June 1991.
 FH0763
 FH0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0763.GEOID18 height accuracy estimate available here.
 FH0763
 FH0763.Click photographs - Photos may exist for this station.
 FH0763
 FH0763.The dynamic height is computed by dividing the NAVD 88
 FH0763.geopotential number by the normal gravity value computed on the
 FH0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0763.degrees latitude (g = 980.6199 gals.).
 FH0763
 FH0763.The modeled gravity was interpolated from observed gravity values.
 FH0763
 FH0763;                    North         East    Units  Estimated Accuracy
 FH0763;SPC OK N     -    50,148.0     782,697.8     MT  (+/- 3 meters HH1 GPS) 
 FH0763
 FH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV2876125377(NAD 83)
 FH0763
 FH0763                          SUPERSEDED SURVEY CONTROL
 FH0763
 FH0763  NGVD 29 (??/??/92)  212.555  (m)          697.36   (f) ADJ UNCH    1 2
 FH0763
 FH0763.Superseded values are not recommended for survey control.
 FH0763
 FH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0763.See file dsdata.pdf to determine how the superseded data were derived.
 FH0763
 FH0763_MARKER: DB = BENCH MARK DISK
 FH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0763_STAMPING: H 19 1933
 FH0763_MARK LOGO: CGS
 FH0763_PROJECTION: PROJECTING 7 CENTIMETERS
 FH0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0763+STABILITY: SURFACE MOTION
 FH0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0763+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FH0763
 FH0763  HISTORY     - Date     Condition        Report By
 FH0763  HISTORY     - 1933     MONUMENTED       CGS
 FH0763  HISTORY     - 1959     GOOD             CGS
 FH0763  HISTORY     - 1959     GOOD             CGS
 FH0763  HISTORY     - 1984     GOOD             NGS
 FH0763  HISTORY     - 1988     GOOD             USPSQD
 FH0763  HISTORY     - 1989     GOOD             USPSQD
 FH0763  HISTORY     - 1990     GOOD             USPSQD
 FH0763  HISTORY     - 20240717 GOOD             OKDOT
 FH0763
 FH0763                          STATION DESCRIPTION
 FH0763
 FH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0763'ABOUT 1/2 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0763'FROM THE STATION AT HENRYETTA, OKMULGEE COUNTY, ABOUT 25 POLES SOUTH
 FH0763'OF MILEPOST 482, ABOUT 55 YARDS WEST OF THE NORTH ONE OF TWO LARGE
 FH0763'TEXAS PETROLEUM CO. OIL STORAGE TANKS, 46 FEET NORTH OF A STREET
 FH0763'CROSSING, AND 37 FEET WEST OF THE WEST RAIL. A STANDARD DISK, STAMPED
 FH0763''H 19 1933' AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FH0763'6 INCHES ABOVE GROUND.
 FH0763
 FH0763                          STATION RECOVERY (1959)
 FH0763
 FH0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0763'RECOVERED IN GOOD CONDITION.
 FH0763
 FH0763                          STATION RECOVERY (1959)
 FH0763
 FH0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0763'RECOVERED IN GOOD CONDITION.
 FH0763
 FH0763                          STATION RECOVERY (1984)
 FH0763
 FH0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0763'HENRYETTA, AT THE JUNCTION OF SOUTH 6TH STREET AND CORPORATION STREET,
 FH0763'NEAR THE SOUTHEAST CORNER OF AN ENCLOSED OIL PUMPING STATION,
 FH0763'16.2 METERS (53.0 FT) NORTH OF THE CENTERLINE OF CORPORATION STREET,
 FH0763'11.4 METERS (37.5 FT) WEST-NORTHWEST OF THE NORTHWEST RAIL OF THE ST.
 FH0763'LOUIS AND SAN FRANCISCO RAILROAD, 6.3 METERS (20.5 FT) NORTH-NORTHEAST
 FH0763'OF A VENT PIPE PROJECTING 5 FEET, 23.5 METERS (77.0 FT) NORTHEAST OF A
 FH0763'POWERLINE POLE WITH A STREET LIGHT ATTACHED, 2.7 METERS (9.0 FT)
 FH0763'EAST-SOUTHEAST OF A NORTH-SOUTH FENCE AROUND THE PUMPING STATION, AND
 FH0763'12.1 METERS (39.7 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.
 FH0763'THE MARK IS 0.31 METERS  SSW FROM A WITNESS POST.
 FH0763'THE MARK IS 0.15 M BELOW STREET.
 FH0763
 FH0763                          STATION RECOVERY (1988)
 FH0763
 FH0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0763'RECOVERED IN GOOD CONDITION.
 FH0763
 FH0763                          STATION RECOVERY (1989)
 FH0763
 FH0763'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0763'RECOVERED IN GOOD CONDITION.
 FH0763
 FH0763                          STATION RECOVERY (1990)
 FH0763
 FH0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0763'RECOVERED IN GOOD CONDITION.
 FH0763
 FH0763                          STATION RECOVERY (2024)
 FH0763
 FH0763'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BE)
 FH0763'THE MARK IS UNDER A FEW RED BRICKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0180 ***********************************************************************
 GJ0180  DESIGNATION -  H 19
 GJ0180  PID         -  GJ0180
 GJ0180  STATE/COUNTY-  OK/WOODS
 GJ0180  COUNTRY     -  US
 GJ0180  USGS QUAD   -  DACOMA (2018)
 GJ0180
 GJ0180                         *CURRENT SURVEY CONTROL
 GJ0180  ______________________________________________________________________
 GJ0180* NAD 83(1986) POSITION- 36 38 16.     (N) 098 32 30.     (W)   SCALED
 GJ0180* NAVD 88 ORTHO HEIGHT -   413.844 (meters)     1357.75  (feet) ADJUSTED
 GJ0180  ______________________________________________________________________
 GJ0180  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 GJ0180  DYNAMIC HEIGHT  -        413.477 (meters)     1356.55  (feet) COMP
 GJ0180  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GJ0180
 GJ0180  VERT ORDER      -  FIRST     CLASS II
 GJ0180
 GJ0180.The horizontal coordinates were scaled from a map and have
 GJ0180.an estimated accuracy of +/- 6 seconds.
 GJ0180
 GJ0180.The orthometric height was determined by differential leveling and
 GJ0180.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0180.in June 1991.
 GJ0180
 GJ0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0180.GEOID18 height accuracy estimate available here.
 GJ0180
 GJ0180.Click photographs - Photos may exist for this station.
 GJ0180
 GJ0180.The dynamic height is computed by dividing the NAVD 88
 GJ0180.geopotential number by the normal gravity value computed on the
 GJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0180.degrees latitude (g = 980.6199 gals.).
 GJ0180
 GJ0180.The modeled gravity was interpolated from observed gravity values.
 GJ0180
 GJ0180;                    North         East    Units  Estimated Accuracy
 GJ0180;SPC OK N     -   181,860.      551,560.      MT  (+/- 180 meters Scaled)
 GJ0180
 GJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF409547(NAD 83)
 GJ0180
 GJ0180                          SUPERSEDED SURVEY CONTROL
 GJ0180
 GJ0180  NGVD 29 (04/22/92)  413.670  (m)         1357.18   (f) ADJUSTED    1 2
 GJ0180
 GJ0180.Superseded values are not recommended for survey control.
 GJ0180
 GJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0180.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0180
 GJ0180_MARKER: DD = SURVEY DISK
 GJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0180_STAMPING: H 19 1928
 GJ0180_MARK LOGO: USGS
 GJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0180+STABILITY: SURFACE MOTION
 GJ0180
 GJ0180  HISTORY     - Date     Condition        Report By
 GJ0180  HISTORY     - 1928     MONUMENTED       USGS
 GJ0180  HISTORY     - 1934     GOOD             CGS
 GJ0180  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0180
 GJ0180                          STATION DESCRIPTION
 GJ0180
 GJ0180'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0180'1.8 MI SE FROM DACOMA.
 GJ0180'ABOUT 1.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0180'FROM DACOMA, WOODS COUNTY, IN THE SE 1/4 SEC. 13, T. 25 N.,
 GJ0180'R. 13 W., 42 FEET NORTH OF A ROAD, 84 FEET SOUTH OF THE TRACK,
 GJ0180'ABOUT 5 FEET NORTHWEST OF A FENCE CORNER, AND NEAR A POLE MARKED
 GJ0180'U.S. 1357 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 GJ0180'STAMPED H 19 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0180
 GJ0180                          STATION RECOVERY (1934)
 GJ0180
 GJ0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0180'RECOVERED IN GOOD CONDITION.
 GJ0180
 GJ0180                          STATION RECOVERY (1968)
 GJ0180
 GJ0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0454 ***********************************************************************
 GJ0454  DESIGNATION -  H 19 J
 GJ0454  PID         -  GJ0454
 GJ0454  STATE/COUNTY-  OK/WOODS
 GJ0454  COUNTRY     -  US
 GJ0454  USGS QUAD   -  DACOMA (2018)
 GJ0454
 GJ0454                         *CURRENT SURVEY CONTROL
 GJ0454  ______________________________________________________________________
 GJ0454* NAD 83(1986) POSITION- 36 38 41.     (N) 098 33 00.     (W)   SCALED
 GJ0454* NAVD 88 ORTHO HEIGHT -   414.150 (meters)     1358.76  (feet) ADJUSTED
 GJ0454  ______________________________________________________________________
 GJ0454  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 GJ0454  DYNAMIC HEIGHT  -        413.782 (meters)     1357.55  (feet) COMP
 GJ0454  MODELED GRAVITY -    979,732.0   (mgal)                       NAVD 88
 GJ0454
 GJ0454  VERT ORDER      -  FIRST     CLASS II
 GJ0454
 GJ0454.The horizontal coordinates were scaled from a map and have
 GJ0454.an estimated accuracy of +/- 6 seconds.
 GJ0454
 GJ0454.The orthometric height was determined by differential leveling and
 GJ0454.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0454.in June 1991.
 GJ0454
 GJ0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0454.GEOID18 height accuracy estimate available here.
 GJ0454
 GJ0454.Click photographs - Photos may exist for this station.
 GJ0454
 GJ0454.The dynamic height is computed by dividing the NAVD 88
 GJ0454.geopotential number by the normal gravity value computed on the
 GJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0454.degrees latitude (g = 980.6199 gals.).
 GJ0454
 GJ0454.The modeled gravity was interpolated from observed gravity values.
 GJ0454
 GJ0454;                    North         East    Units  Estimated Accuracy
 GJ0454;SPC OK N     -   182,630.      550,820.      MT  (+/- 180 meters Scaled)
 GJ0454
 GJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF402555(NAD 83)
 GJ0454
 GJ0454                          SUPERSEDED SURVEY CONTROL
 GJ0454
 GJ0454  NGVD 29 (04/22/92)  413.974  (m)         1358.18   (f) ADJUSTED    1 2
 GJ0454
 GJ0454.Superseded values are not recommended for survey control.
 GJ0454
 GJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0454.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0454
 GJ0454_MARKER: Q = CHISELED SQUARE
 GJ0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0454_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0454_MARK LOGO: NONE
 GJ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0454+STABILITY: SURFACE MOTION
 GJ0454
 GJ0454  HISTORY     - Date     Condition        Report By
 GJ0454  HISTORY     - 1928     MONUMENTED       USGS
 GJ0454
 GJ0454                          STATION DESCRIPTION
 GJ0454
 GJ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0454'1.9 KM (1.20 MI) SE FROM DACOMA.
 GJ0454'DACOMA, 1.19 MILES SOUTHEAST OF, T. 25 N., R. 13 W., NEAR CENTER
 GJ0454'SECTION 13, 8.5 FEET NORTH OF TRACK OPPOSITE FENCE CORNER IN NORTH
 GJ0454'RIGHT OF WAY FENCE LINE, IN CENTER OF TOP FACE OF CONCRETE CULVERT,
 GJ0454'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0455 ***********************************************************************
 GJ0455  DESIGNATION -  H 19 K
 GJ0455  PID         -  GJ0455
 GJ0455  STATE/COUNTY-  OK/WOODS
 GJ0455  COUNTRY     -  US
 GJ0455  USGS QUAD   -  DACOMA (2018)
 GJ0455
 GJ0455                         *CURRENT SURVEY CONTROL
 GJ0455  ______________________________________________________________________
 GJ0455* NAD 83(1986) POSITION- 36 39 04.     (N) 098 33 29.     (W)   SCALED
 GJ0455* NAVD 88 ORTHO HEIGHT -   414.250 (meters)     1359.09  (feet) ADJUSTED
 GJ0455  ______________________________________________________________________
 GJ0455  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 GJ0455  DYNAMIC HEIGHT  -        413.882 (meters)     1357.88  (feet) COMP
 GJ0455  MODELED GRAVITY -    979,731.8   (mgal)                       NAVD 88
 GJ0455
 GJ0455  VERT ORDER      -  FIRST     CLASS II
 GJ0455
 GJ0455.The horizontal coordinates were scaled from a map and have
 GJ0455.an estimated accuracy of +/- 6 seconds.
 GJ0455
 GJ0455.The orthometric height was determined by differential leveling and
 GJ0455.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0455.in June 1991.
 GJ0455
 GJ0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0455.GEOID18 height accuracy estimate available here.
 GJ0455
 GJ0455.Click photographs - Photos may exist for this station.
 GJ0455
 GJ0455.The dynamic height is computed by dividing the NAVD 88
 GJ0455.geopotential number by the normal gravity value computed on the
 GJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0455.degrees latitude (g = 980.6199 gals.).
 GJ0455
 GJ0455.The modeled gravity was interpolated from observed gravity values.
 GJ0455
 GJ0455;                    North         East    Units  Estimated Accuracy
 GJ0455;SPC OK N     -   183,340.      550,100.      MT  (+/- 180 meters Scaled)
 GJ0455
 GJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF395562(NAD 83)
 GJ0455
 GJ0455                          SUPERSEDED SURVEY CONTROL
 GJ0455
 GJ0455  NGVD 29 (04/22/92)  414.073  (m)         1358.50   (f) ADJUSTED    1 2
 GJ0455
 GJ0455.Superseded values are not recommended for survey control.
 GJ0455
 GJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0455.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0455
 GJ0455_MARKER: Q = CHISELED SQUARE
 GJ0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0455_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0455_MARK LOGO: NONE
 GJ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0455+STABILITY: SURFACE MOTION
 GJ0455
 GJ0455  HISTORY     - Date     Condition        Report By
 GJ0455  HISTORY     - 1928     MONUMENTED       USGS
 GJ0455
 GJ0455                          STATION DESCRIPTION
 GJ0455
 GJ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0455'0.8 KM (0.50 MI) SE FROM DACOMA.
 GJ0455'DACOMA, 0.50 MILES SOUTHEAST OF, T. 25 N., R. 13 W., NEAR NORTHWEST
 GJ0455'CORNER SECTION 13, 10.5 FEET NORTH OF TRACK AND 54 FEET EAST OF ROAD,
 GJ0455'IN CENTER OF TOP FACE OF CONCRETE CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0667 ***********************************************************************
 FJ0667  DESIGNATION -  H 192
 FJ0667  PID         -  FJ0667
 FJ0667  STATE/COUNTY-  OK/CANADIAN
 FJ0667  COUNTRY     -  US
 FJ0667  USGS QUAD   -  RICHLAND (2018)
 FJ0667
 FJ0667                         *CURRENT SURVEY CONTROL
 FJ0667  ______________________________________________________________________
 FJ0667* NAD 83(1986) POSITION- 35 30 27.93   (N) 097 47 27.00   (W)   HD_HELD1
 FJ0667* NAVD 88 ORTHO HEIGHT -   391.863 (meters)     1285.64  (feet) ADJUSTED
 FJ0667  ______________________________________________________________________
 FJ0667  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 FJ0667  DYNAMIC HEIGHT  -        391.485 (meters)     1284.40  (feet) COMP
 FJ0667  MODELED GRAVITY -    979,657.1   (mgal)                       NAVD 88
 FJ0667
 FJ0667  VERT ORDER      -  FIRST     CLASS II
 FJ0667
 FJ0667.The horizontal coordinates were determined by differentially corrected
 FJ0667.hand held GPS observations or other comparable positioning techniques
 FJ0667.and have an estimated accuracy of +/- 3 meters.
 FJ0667
 FJ0667.The orthometric height was determined by differential leveling and
 FJ0667.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0667.in August 1994.
 FJ0667
 FJ0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0667.GEOID18 height accuracy estimate available here.
 FJ0667
 FJ0667.Click photographs - Photos may exist for this station.
 FJ0667
 FJ0667.The dynamic height is computed by dividing the NAVD 88
 FJ0667.geopotential number by the normal gravity value computed on the
 FJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0667.degrees latitude (g = 980.6199 gals.).
 FJ0667
 FJ0667.The modeled gravity was interpolated from observed gravity values.
 FJ0667
 FJ0667;                    North         East    Units  Estimated Accuracy
 FJ0667;SPC OK N     -    56,358.0     618,975.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0667
 FJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0965530026(NAD 83)
 FJ0667
 FJ0667                          SUPERSEDED SURVEY CONTROL
 FJ0667
 FJ0667  NAVD 88 (??/??/92)  391.887  (m)         1285.72   (f) POSTED      3  
 FJ0667
 FJ0667.Superseded values are not recommended for survey control.
 FJ0667
 FJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0667.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0667
 FJ0667_MARKER: DV = VERTICAL CONTROL DISK
 FJ0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0667_SP_SET: BRIDGE WINGWALL
 FJ0667_STAMPING: H 192 1984
 FJ0667_MARK LOGO: NGS
 FJ0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0667+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 FJ0667
 FJ0667  HISTORY     - Date     Condition        Report By
 FJ0667  HISTORY     - 1984     MONUMENTED       NGS
 FJ0667  HISTORY     - 1988     GOOD             USPSQD
 FJ0667  HISTORY     - 1989     GOOD             USPSQD
 FJ0667  HISTORY     - 1990     GOOD             USPSQD
 FJ0667  HISTORY     - 19940112 GOOD             NGS
 FJ0667  HISTORY     - 20031031 GOOD             USPSQD
 FJ0667  HISTORY     - 20220830 GOOD             OKDOT
 FJ0667
 FJ0667                          STATION DESCRIPTION
 FJ0667
 FJ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0667'2.8 KM (1.75 MI) WEST FROM YUKON.
 FJ0667'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FJ0667'2.8 KM (1.75 MI) WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0667'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, AT THE WEST
 FJ0667'END OF A CONCRETE BRIDGE OF THE U.S. HIGHWAY 66 EASTBOUND OVER SHELL
 FJ0667'CREEK, 5.79 METERS (19.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 FJ0667'LANES OF THE HIGHWAY, 1.28 METERS (4.2 FT) NORHTEAST OF THE DOWNWARD
 FJ0667'SLOPE OF THE RETAINING WALL, 1.28 METERS (4.2 FT) EAST OF A 2 1/2-INCH
 FJ0667'STEEL PIPE, AND 0.36 METERS (1.2 FT) SOUTH OF THE SOUTHWEST CORNER OF
 FJ0667'THE WEST END OF THE CONCRETE BANISTER.
 FJ0667
 FJ0667                          STATION RECOVERY (1988)
 FJ0667
 FJ0667'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0667'RECOVERED IN GOOD CONDITION.
 FJ0667
 FJ0667                          STATION RECOVERY (1989)
 FJ0667
 FJ0667'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0667'RECOVERED IN GOOD CONDITION.
 FJ0667
 FJ0667                          STATION RECOVERY (1990)
 FJ0667
 FJ0667'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0667'RECOVERED IN GOOD CONDITION.
 FJ0667
 FJ0667                          STATION RECOVERY (1994)
 FJ0667
 FJ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0667'2.8 KM (1.75 MI) WESTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0667'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, IN TOP OF AND 3.4 M
 FJ0667'(11.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE WEST CONCRETE
 FJ0667'WINGWALL OF THE EASTBOUND HIGHWAY BRIDGE SPANNING SHELL CREEK, 5.8 M
 FJ0667'(19.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 FJ0667'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 FJ0667
 FJ0667                          STATION RECOVERY (2003)
 FJ0667
 FJ0667'RECOVERY NOTE BY US POWER SQUADRON 2003 (AJC)
 FJ0667'RECOVERED IN GOOD CONDITION.
 FJ0667
 FJ0667                          STATION RECOVERY (2022)
 FJ0667
 FJ0667'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0698 ***********************************************************************
 FJ0698  DESIGNATION -  H 193
 FJ0698  PID         -  FJ0698
 FJ0698  STATE/COUNTY-  OK/OKLAHOMA
 FJ0698  COUNTRY     -  US
 FJ0698  USGS QUAD   -  CHOCTAW (2018)
 FJ0698
 FJ0698                         *CURRENT SURVEY CONTROL
 FJ0698  ______________________________________________________________________
 FJ0698* NAD 83(1986) POSITION- 35 29 34.80   (N) 097 17 58.70   (W)   HD_HELD1
 FJ0698* NAVD 88 ORTHO HEIGHT -   344.877 (meters)     1131.48  (feet) ADJUSTED
 FJ0698  ______________________________________________________________________
 FJ0698  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 FJ0698  DYNAMIC HEIGHT  -        344.549 (meters)     1130.41  (feet) COMP
 FJ0698  MODELED GRAVITY -    979,672.9   (mgal)                       NAVD 88
 FJ0698
 FJ0698  VERT ORDER      -  FIRST     CLASS II
 FJ0698
 FJ0698.The horizontal coordinates were determined by differentially corrected
 FJ0698.hand held GPS observations or other comparable positioning techniques
 FJ0698.and have an estimated accuracy of +/- 3 meters.
 FJ0698
 FJ0698.The orthometric height was determined by differential leveling and
 FJ0698.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0698.in August 1994.
 FJ0698
 FJ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0698.GEOID18 height accuracy estimate available here.
 FJ0698
 FJ0698.Click photographs - Photos may exist for this station.
 FJ0698
 FJ0698.The dynamic height is computed by dividing the NAVD 88
 FJ0698.geopotential number by the normal gravity value computed on the
 FJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0698.degrees latitude (g = 980.6199 gals.).
 FJ0698
 FJ0698.The modeled gravity was interpolated from observed gravity values.
 FJ0698
 FJ0698;                    North         East    Units  Estimated Accuracy
 FJ0698;SPC OK N     -    54,929.3     663,549.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0698
 FJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5423129046(NAD 83)
 FJ0698
 FJ0698                          SUPERSEDED SURVEY CONTROL
 FJ0698
 FJ0698  NAVD 88 (06/15/91)  344.935  (m)         1131.67   (f) SUPERSEDED  1 2
 FJ0698
 FJ0698.Superseded values are not recommended for survey control.
 FJ0698
 FJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0698.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0698
 FJ0698_MARKER: DV = VERTICAL CONTROL DISK
 FJ0698_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0698_SP_SET: BOX CULVERT HEADWALL
 FJ0698_STAMPING: H 193 1984
 FJ0698_MARK LOGO: NGS
 FJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0698+STABILITY: SURFACE MOTION
 FJ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0698+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2022
 FJ0698
 FJ0698  HISTORY     - Date     Condition        Report By
 FJ0698  HISTORY     - 1984     MONUMENTED       NGS
 FJ0698  HISTORY     - 1988     GOOD             USPSQD
 FJ0698  HISTORY     - 1989     GOOD             USPSQD
 FJ0698  HISTORY     - 20220725 GOOD             OKDOT
 FJ0698
 FJ0698                          STATION DESCRIPTION
 FJ0698
 FJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0698'18.9 KM (11.7 MI) EAST FROM OKLAHOMA CITY.
 FJ0698'18.9 KM (11.7 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0698'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, NEAR THE JUNCTION OF
 FJ0698'JONES ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 FJ0698'THREE-CHANNEL BOX CULVERT UNDER HIGHWAY 62 EASTBOUND LANES,
 FJ0698'11.9 METERS (38.9 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 62 EASTBOUND
 FJ0698'LANES, AND 4.2 METERS (13.9 FT) SOUTH OF A METAL GUARDRAIL.
 FJ0698'THE MARK IS 0.15 M BELOW HIGHWAY.
 FJ0698
 FJ0698                          STATION RECOVERY (1988)
 FJ0698
 FJ0698'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0698'RECOVERED IN GOOD CONDITION.
 FJ0698
 FJ0698                          STATION RECOVERY (1989)
 FJ0698
 FJ0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0698'RECOVERED IN GOOD CONDITION.
 FJ0698
 FJ0698                          STATION RECOVERY (2022)
 FJ0698
 FJ0698'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0698'MARK RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0725 ***********************************************************************
 FJ0725  DESIGNATION -  H 194
 FJ0725  PID         -  FJ0725
 FJ0725  STATE/COUNTY-  OK/LINCOLN
 FJ0725  COUNTRY     -  US
 FJ0725  USGS QUAD   -  MEEKER (2018)
 FJ0725
 FJ0725                         *CURRENT SURVEY CONTROL
 FJ0725  ______________________________________________________________________
 FJ0725* NAD 83(1986) POSITION- 35 30 23.98   (N) 096 55 47.17   (W)   HD_HELD1
 FJ0725* NAVD 88 ORTHO HEIGHT -   295.984 (meters)      971.07  (feet) ADJUSTED
 FJ0725  ______________________________________________________________________
 FJ0725  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 FJ0725  DYNAMIC HEIGHT  -        295.706 (meters)      970.16  (feet) COMP
 FJ0725  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 FJ0725
 FJ0725  VERT ORDER      -  FIRST     CLASS II
 FJ0725
 FJ0725.The horizontal coordinates were determined by differentially corrected
 FJ0725.hand held GPS observations or other comparable positioning techniques
 FJ0725.and have an estimated accuracy of +/- 3 meters.
 FJ0725
 FJ0725.The orthometric height was determined by differential leveling and
 FJ0725.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0725.in August 1994.
 FJ0725
 FJ0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0725.GEOID18 height accuracy estimate available here.
 FJ0725
 FJ0725.Click photographs - Photos may exist for this station.
 FJ0725
 FJ0725.The dynamic height is computed by dividing the NAVD 88
 FJ0725.geopotential number by the normal gravity value computed on the
 FJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0725.degrees latitude (g = 980.6199 gals.).
 FJ0725
 FJ0725.The modeled gravity was interpolated from observed gravity values.
 FJ0725
 FJ0725;                    North         East    Units  Estimated Accuracy
 FJ0725;SPC OK N     -    56,751.0     697,092.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0725
 FJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8775331202(NAD 83)
 FJ0725
 FJ0725                          SUPERSEDED SURVEY CONTROL
 FJ0725
 FJ0725  NAVD 88 (06/15/91)  296.008  (m)          971.15   (f) SUPERSEDED  1 2
 FJ0725
 FJ0725.Superseded values are not recommended for survey control.
 FJ0725
 FJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0725.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0725
 FJ0725_MARKER: I = METAL ROD
 FJ0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0725_STAMPING: H 194 1984
 FJ0725_MARK LOGO: NGS
 FJ0725_PROJECTION: RECESSED 5 CENTIMETERS
 FJ0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0725_ROD/PIPE-DEPTH: 3.0 meters
 FJ0725
 FJ0725  HISTORY     - Date     Condition        Report By
 FJ0725  HISTORY     - 1984     MONUMENTED       NGS
 FJ0725  HISTORY     - 1988     GOOD             USPSQD
 FJ0725  HISTORY     - 1989     GOOD             USPSQD
 FJ0725  HISTORY     - 1990     GOOD             USPSQD
 FJ0725
 FJ0725                          STATION DESCRIPTION
 FJ0725
 FJ0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0725'2.6 KM (1.6 MI) WEST FROM MEEKER.
 FJ0725'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0725'MEEKER, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF A GRAVEL ROAD
 FJ0725'LEADING NORTH AND AN ASPHALT ROAD LEADING SOUTH, ACROSS THE ASPHALT
 FJ0725'ROAD AND WEST OF AN OKLAHOMA NATURAL GAS PUMP STATION, 35.1 METERS
 FJ0725'(115.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.4 METERS
 FJ0725'(31.0 FT) WEST OF THE APPROXIMATE CENTER OF THE ASPHALT ROAD,
 FJ0725'0.61 METERS (2.0 FT) EAST OF A FENCE LINE, 22.3 METERS (73.3 FT) SOUTH
 FJ0725'OF A CORNER FENCE POST, AND 23.2 METERS (76.0 FT) SOUTH OF A GUYED
 FJ0725'TELEPHONE POLE.  NOTE, SET BETWEEN TWO WITNESS POSTS, ROD DRIVEN TO
 FJ0725'REFUSAL.
 FJ0725'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FJ0725'THE MARK IS 0.61 M ABOVE ASPHALT ROAD.
 FJ0725
 FJ0725                          STATION RECOVERY (1988)
 FJ0725
 FJ0725'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0725'RECOVERED IN GOOD CONDITION.
 FJ0725
 FJ0725                          STATION RECOVERY (1989)
 FJ0725
 FJ0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0725'RECOVERED IN GOOD CONDITION.
 FJ0725
 FJ0725                          STATION RECOVERY (1990)
 FJ0725
 FJ0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0735 ***********************************************************************
 FJ0735  DESIGNATION -  H 195
 FJ0735  PID         -  FJ0735
 FJ0735  STATE/COUNTY-  OK/LINCOLN
 FJ0735  COUNTRY     -  US
 FJ0735  USGS QUAD   -  SPARKS (2018)
 FJ0735
 FJ0735                         *CURRENT SURVEY CONTROL
 FJ0735  ______________________________________________________________________
 FJ0735* NAD 83(2011) POSITION- 35 30 14.37846(N) 096 46 16.76989(W)   ADJUSTED
 FJ0735* NAD 83(2011) ELLIP HT-   244.744 (meters)        (12/02/24)   ADJUSTED
 FJ0735* NAD 83(2011) EPOCH   -  2010.00
 FJ0735* NAVD 88 ORTHO HEIGHT -   272.501 (meters)      894.03  (feet) ADJUSTED
 FJ0735  ______________________________________________________________________
 FJ0735  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 FJ0735  NAD 83(2011) X  -   -612,922.221 (meters)                     COMP
 FJ0735  NAD 83(2011) Y  - -5,162,092.728 (meters)                     COMP
 FJ0735  NAD 83(2011) Z  -  3,683,670.870 (meters)                     COMP
 FJ0735  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 FJ0735  DYNAMIC HEIGHT  -        272.244 (meters)      893.19  (feet) COMP
 FJ0735  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 FJ0735
 FJ0735  VERT ORDER      -  FIRST     CLASS II
 FJ0735
 FJ0735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0735  Standards:
 FJ0735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0735  -------------------------------------------------------------------
 FJ0735  NETWORK    0.81   1.63           0.35   0.31   0.83     -0.11036585
 FJ0735  -------------------------------------------------------------------
 FJ0735  Click here for local accuracies and other accuracy information.
 FJ0735
 FJ0735.The horizontal coordinates were established by GPS observations
 FJ0735.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0735
 FJ0735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0735.been affixed to the stable North American tectonic plate. See 
 FJ0735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0735
 FJ0735.The horizontal coordinates are valid at the epoch date displayed above
 FJ0735.which is a decimal equivalence of Year/Month/Day.
 FJ0735
 FJ0735.The orthometric height was determined by differential leveling and
 FJ0735.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0735.in August 1994.
 FJ0735
 FJ0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0735.GEOID18 height accuracy estimate available here.
 FJ0735
 FJ0735.Click photographs - Photos may exist for this station.
 FJ0735
 FJ0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0735
 FJ0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0735
 FJ0735.The ellipsoidal height was determined by GPS observations
 FJ0735.and is referenced to NAD 83.
 FJ0735
 FJ0735.The dynamic height is computed by dividing the NAVD 88
 FJ0735.geopotential number by the normal gravity value computed on the
 FJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0735.degrees latitude (g = 980.6199 gals.).
 FJ0735
 FJ0735.The modeled gravity was interpolated from observed gravity values.
 FJ0735
 FJ0735. The following values were computed from the NAD 83(2011) position.
 FJ0735
 FJ0735;                    North         East     Units Scale Factor Converg.
 FJ0735;SPC OK N     -    56,625.274   711,469.778   MT  1.00001197   +0 43 30.4
 FJ0735;SPC OK N     -   185,778.09  2,334,213.76   sFT  1.00001197   +0 43 30.4
 FJ0735;UTM  14      - 3,931,220.196   702,132.172   MT  1.00010352   +1 17 41.1
 FJ0735
 FJ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0735!SPC OK N     -   0.99996159  x   1.00001197  =   0.99997356
 FJ0735!UTM  14      -   0.99996159  x   1.00010352  =   1.00006510
 FJ0735
 FJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0213231220(NAD 83)
 FJ0735
 FJ0735                          SUPERSEDED SURVEY CONTROL
 FJ0735
 FJ0735  NAVD 88 (06/15/91)  272.510  (m)          894.06   (f) SUPERSEDED  1 2
 FJ0735
 FJ0735.Superseded values are not recommended for survey control.
 FJ0735
 FJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0735.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0735
 FJ0735_MARKER: F = FLANGE-ENCASED ROD
 FJ0735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0735_STAMPING: H 195 1984
 FJ0735_MARK LOGO: NGS
 FJ0735_PROJECTION: RECESSED 4 CENTIMETERS
 FJ0735_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0735+STABILITY: POSITION/ELEVATION WELL
 FJ0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0735+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2022
 FJ0735_ROD/PIPE-DEPTH: 4.0 meters
 FJ0735
 FJ0735  HISTORY     - Date     Condition        Report By
 FJ0735  HISTORY     - 1984     MONUMENTED       NGS
 FJ0735  HISTORY     - 1988     GOOD             USPSQD
 FJ0735  HISTORY     - 1990     GOOD             USPSQD
 FJ0735  HISTORY     - 1990     GOOD             USPSQD
 FJ0735  HISTORY     - 20220502 GOOD             OKDOT
 FJ0735
 FJ0735                          STATION DESCRIPTION
 FJ0735
 FJ0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0735'8.3 KM (5.2 MI) WEST FROM PRAGUE.
 FJ0735'8.3 KM (5.2 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0735'HIGHWAY 99 IN PRAGUE, AT A CROSSROAD LEADING NORTH, 19.60 METERS
 FJ0735'(64.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.68 METERS
 FJ0735'(28.5 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 3.20 METERS (10.5 FT)
 FJ0735'EAST OF A TELEPHONE POLE, AND 1.06 METERS (3.5 FT) NORTH-NORTHEAST OF
 FJ0735'A FENCE CORNER.
 FJ0735'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FJ0735'THE MARK IS 0.3 M ABOVE HIGHWAY.
 FJ0735
 FJ0735                          STATION RECOVERY (1988)
 FJ0735
 FJ0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0735'RECOVERED IN GOOD CONDITION.
 FJ0735
 FJ0735                          STATION RECOVERY (1990)
 FJ0735
 FJ0735'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0735'RECOVERED IN GOOD CONDITION.
 FJ0735
 FJ0735                          STATION RECOVERY (1990)
 FJ0735
 FJ0735'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0735'RECOVERED IN GOOD CONDITION.
 FJ0735
 FJ0735                          STATION RECOVERY (2022)
 FJ0735
 FJ0735'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0735'MARK WAS RECOVERED IN GOOD CONDITION (KAR).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0759 ***********************************************************************
 FJ0759  DESIGNATION -  H 196
 FJ0759  PID         -  FJ0759
 FJ0759  STATE/COUNTY-  OK/OKFUSKEE
 FJ0759  COUNTRY     -  US
 FJ0759  USGS QUAD   -  OKEMAH (2018)
 FJ0759
 FJ0759                         *CURRENT SURVEY CONTROL
 FJ0759  ______________________________________________________________________
 FJ0759* NAD 83(1986) POSITION- 35 26 09.85   (N) 096 19 22.38   (W)   HD_HELD1
 FJ0759* NAVD 88 ORTHO HEIGHT -   262.387 (meters)      860.85  (feet) ADJUSTED
 FJ0759  ______________________________________________________________________
 FJ0759  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 FJ0759  DYNAMIC HEIGHT  -        262.139 (meters)      860.03  (feet) COMP
 FJ0759  MODELED GRAVITY -    979,679.2   (mgal)                       NAVD 88
 FJ0759
 FJ0759  VERT ORDER      -  FIRST     CLASS II
 FJ0759
 FJ0759.The horizontal coordinates were determined by differentially corrected
 FJ0759.hand held GPS observations or other comparable positioning techniques
 FJ0759.and have an estimated accuracy of +/- 3 meters.
 FJ0759
 FJ0759.The orthometric height was determined by differential leveling and
 FJ0759.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0759.in June 1991.
 FJ0759
 FJ0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0759.GEOID18 height accuracy estimate available here.
 FJ0759
 FJ0759.Click photographs - Photos may exist for this station.
 FJ0759
 FJ0759.The dynamic height is computed by dividing the NAVD 88
 FJ0759.geopotential number by the normal gravity value computed on the
 FJ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0759.degrees latitude (g = 980.6199 gals.).
 FJ0759
 FJ0759.The modeled gravity was interpolated from observed gravity values.
 FJ0759
 FJ0759;                    North         East    Units  Estimated Accuracy
 FJ0759;SPC OK N     -    49,698.9     752,280.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0759
 FJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4301724696(NAD 83)
 FJ0759
 FJ0759                          SUPERSEDED SURVEY CONTROL
 FJ0759
 FJ0759.No superseded survey control is available for this station.
 FJ0759
 FJ0759_MARKER: DV = VERTICAL CONTROL DISK
 FJ0759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0759_SP_SET: CULVERT HEADWALL
 FJ0759_STAMPING: H 196 1984
 FJ0759_MARK LOGO: NGS
 FJ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0759+STABILITY: SURFACE MOTION
 FJ0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0759+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 FJ0759
 FJ0759  HISTORY     - Date     Condition        Report By
 FJ0759  HISTORY     - 1984     MONUMENTED       NGS
 FJ0759  HISTORY     - 1988     GOOD             USPSQD
 FJ0759  HISTORY     - 1990     GOOD             USPSQD
 FJ0759  HISTORY     - 1990     GOOD             USPSQD
 FJ0759  HISTORY     - 20220705 GOOD             OKDOT
 FJ0759
 FJ0759                          STATION DESCRIPTION
 FJ0759
 FJ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0759'2.1 KM (1.3 MI) NW FROM OKEMAH.
 FJ0759'0.4 KM (0.25 MI) NORTH ALONG 5TH STREET FROM THE POST OFFICE IN
 FJ0759'OKEMAH, THENCE 1.68 KM (1.05 MI) NORTHWEST ALONG U.S. HIGHWAY 62, SET
 FJ0759'IN THE HEADWALL, 0.3 METER (ONE FOOT) FROM THE NORTHWEST END OF A 6-
 FJ0759'BY 8-FOOT CONCRETE BOX CULVERT ON THE NORTH SIDE OF THE HIGHWAY,
 FJ0759'AND7.62 METERS (25.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 FJ0759'THE MARK IS 0.5 M BELOW HIGHWAY.
 FJ0759
 FJ0759                          STATION RECOVERY (1988)
 FJ0759
 FJ0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0759'RECOVERED IN GOOD CONDITION.
 FJ0759
 FJ0759                          STATION RECOVERY (1990)
 FJ0759
 FJ0759'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0759'RECOVERED IN GOOD CONDITION.
 FJ0759
 FJ0759                          STATION RECOVERY (1990)
 FJ0759
 FJ0759'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0759'RECOVERED IN GOOD CONDITION.
 FJ0759
 FJ0759                          STATION RECOVERY (2022)
 FJ0759
 FJ0759'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0759'RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0846 ***********************************************************************
 FH0846  DESIGNATION -  H 197
 FH0846  PID         -  FH0846
 FH0846  STATE/COUNTY-  OK/OKMULGEE
 FH0846  COUNTRY     -  US
 FH0846  USGS QUAD   -  HENRYETTA (2018)
 FH0846
 FH0846                         *CURRENT SURVEY CONTROL
 FH0846  ______________________________________________________________________
 FH0846* NAD 83(1986) POSITION- 35 25 51.     (N) 095 53 24.     (W)   SCALED
 FH0846* NAVD 88 ORTHO HEIGHT -   189.942 (meters)      623.17  (feet) ADJUSTED
 FH0846  ______________________________________________________________________
 FH0846  GEOID HEIGHT    -        -29.315 (meters)                     GEOID18
 FH0846  DYNAMIC HEIGHT  -        189.762 (meters)      622.58  (feet) COMP
 FH0846  MODELED GRAVITY -    979,681.6   (mgal)                       NAVD 88
 FH0846
 FH0846  VERT ORDER      -  FIRST     CLASS II
 FH0846
 FH0846.The horizontal coordinates were scaled from a map and have
 FH0846.an estimated accuracy of +/- 6 seconds.
 FH0846
 FH0846.The orthometric height was determined by differential leveling and
 FH0846.adjusted by the NATIONAL GEODETIC SURVEY
 FH0846.in June 1991.
 FH0846
 FH0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0846.GEOID18 height accuracy estimate available here.
 FH0846
 FH0846.Click photographs - Photos may exist for this station.
 FH0846
 FH0846.The dynamic height is computed by dividing the NAVD 88
 FH0846.geopotential number by the normal gravity value computed on the
 FH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0846.degrees latitude (g = 980.6199 gals.).
 FH0846
 FH0846.The modeled gravity was interpolated from observed gravity values.
 FH0846
 FH0846;                    North         East    Units  Estimated Accuracy
 FH0846;SPC OK N     -    49,890.      791,590.      MT  (+/- 180 meters Scaled)
 FH0846
 FH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV376246(NAD 83)
 FH0846
 FH0846                          SUPERSEDED SURVEY CONTROL
 FH0846
 FH0846.No superseded survey control is available for this station.
 FH0846
 FH0846_MARKER: I = METAL ROD
 FH0846_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0846+WITH SETTING: INFORMATION.
 FH0846_STAMPING: H 197 1984
 FH0846_MARK LOGO: NGS
 FH0846_PROJECTION: FLUSH
 FH0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0846_ROD/PIPE-DEPTH: 2.7 meters
 FH0846
 FH0846  HISTORY     - Date     Condition        Report By
 FH0846  HISTORY     - 1984     MONUMENTED       NGS
 FH0846  HISTORY     - 1988     GOOD             USPSQD
 FH0846  HISTORY     - 1989     GOOD             USPSQD
 FH0846  HISTORY     - 1990     GOOD             USPSQD
 FH0846
 FH0846                          STATION DESCRIPTION
 FH0846
 FH0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0846'7.68 KM (4.8 MI) EAST FROM HENRYETTA.
 FH0846'7.68 KM (4.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0846'U.S. HIGHWAY 75 NORTH AT HENRYETTA, 0.32 KM (0.2 MI) EAST OF A HIGH
 FH0846'VOLTAGE POWERLINE CROSSING, 0.32 KM (0.2 MI) WEST OF MILEPOST NUMBER
 FH0846'245, 25.54 METERS (83.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 FH0846'EASTBOUND LANES, AND 20.12 METERS (66.0 FT) NORTH OF A RIGHT-OF-WAY
 FH0846'FENCE.
 FH0846'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FH0846'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FH0846
 FH0846                          STATION RECOVERY (1988)
 FH0846
 FH0846'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0846'RECOVERED IN GOOD CONDITION.
 FH0846
 FH0846                          STATION RECOVERY (1989)
 FH0846
 FH0846'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0846'RECOVERED IN GOOD CONDITION.
 FH0846
 FH0846                          STATION RECOVERY (1990)
 FH0846
 FH0846'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0891 ***********************************************************************
 FH0891  DESIGNATION -  H 199
 FH0891  PID         -  FH0891
 FH0891  STATE/COUNTY-  OK/SEQUOYAH
 FH0891  COUNTRY     -  US
 FH0891  USGS QUAD   -  STIGLER NE (2018)
 FH0891
 FH0891                         *CURRENT SURVEY CONTROL
 FH0891  ______________________________________________________________________
 FH0891* NAD 83(1986) POSITION- 35 29 18.1    (N) 095 05 31.7    (W)   HD_HELD2
 FH0891* NAVD 88 ORTHO HEIGHT -   154.820 (meters)      507.94  (feet) ADJUSTED
 FH0891  ______________________________________________________________________
 FH0891  GEOID HEIGHT    -        -29.922 (meters)                     GEOID18
 FH0891  DYNAMIC HEIGHT  -        154.676 (meters)      507.47  (feet) COMP
 FH0891  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 FH0891
 FH0891  VERT ORDER      -  FIRST     CLASS II
 FH0891
 FH0891.The horizontal coordinates were established by autonomous hand held GPS
 FH0891.observations and have an estimated accuracy of +/- 10 meters.
 FH0891
 FH0891.The orthometric height was determined by differential leveling and
 FH0891.adjusted by the NATIONAL GEODETIC SURVEY
 FH0891.in June 1991.
 FH0891
 FH0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0891.GEOID18 height accuracy estimate available here.
 FH0891
 FH0891.Click photographs - Photos may exist for this station.
 FH0891
 FH0891.The dynamic height is computed by dividing the NAVD 88
 FH0891.geopotential number by the normal gravity value computed on the
 FH0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0891.degrees latitude (g = 980.6199 gals.).
 FH0891
 FH0891.The modeled gravity was interpolated from observed gravity values.
 FH0891
 FH0891;                    North         East    Units  Estimated Accuracy
 FH0891;SPC OK N     -    58,137.      863,831.      MT  (+/- 10 meters HH2 GPS)
 FH0891
 FH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1021629214(NAD 83)
 FH0891
 FH0891                          SUPERSEDED SURVEY CONTROL
 FH0891
 FH0891.No superseded survey control is available for this station.
 FH0891
 FH0891_MARKER: F = FLANGE-ENCASED ROD
 FH0891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0891_STAMPING: H 199 1984
 FH0891_MARK LOGO: NGS
 FH0891_PROJECTION: FLUSH
 FH0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0891+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2022
 FH0891_ROD/PIPE-DEPTH: 9.75 meters
 FH0891
 FH0891  HISTORY     - Date     Condition        Report By
 FH0891  HISTORY     - 1984     MONUMENTED       NGS
 FH0891  HISTORY     - 1988     GOOD             USPSQD
 FH0891  HISTORY     - 1989     GOOD             USPSQD
 FH0891  HISTORY     - 1990     GOOD             USPSQD
 FH0891  HISTORY     - 20020815 GOOD             OKDOT
 FH0891  HISTORY     - 20220720 GOOD             OKDOT
 FH0891
 FH0891                          STATION DESCRIPTION
 FH0891
 FH0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0891'5.4 KM (3.35 MI) EAST FROM WEBBERS FALLS.
 FH0891'5.4 KM (3.35 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0891'STATE HIGHWAY 100 (ABOUT TWO MILES SOUTH OF WEBBERS FALLS), SET IN THE
 FH0891'SOUTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE 40, ABOUT 0.2 KM (0.1 MI)
 FH0891'EAST OF THE EAST END OF THE ARKANSAS RIVER BRIDGE, 35.96 METERS
 FH0891'(118.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0891'3.65 METERS (12.0 FT) EAST-NORTHEAST OF THE CENTER ONE OF THREE WOOD
 FH0891'BRACE POSTS IN THE RIGHT-OF-WAY FENCE, 1.82 METERS (6.0 FT) WEST OF
 FH0891'THE FIRST T-BAR STEEL FENCE POST EAST OF THE WOOD BRACE POSTS, AND
 FH0891'0.33 METERS (1.1 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE, ROD
 FH0891'DRIVING RATE EXCEEDED, ROD ANCHORED.
 FH0891'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FH0891'THE MARK IS 0.6 M BELOW EASTBOUND LANES.
 FH0891
 FH0891                          STATION RECOVERY (1988)
 FH0891
 FH0891'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0891'RECOVERED IN GOOD CONDITION.
 FH0891
 FH0891                          STATION RECOVERY (1989)
 FH0891
 FH0891'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0891'RECOVERED IN GOOD CONDITION.
 FH0891
 FH0891                          STATION RECOVERY (1990)
 FH0891
 FH0891'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0891'RECOVERED IN GOOD CONDITION.
 FH0891
 FH0891                          STATION RECOVERY (2002)
 FH0891
 FH0891'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0891'RECOVERED IN GOOD CONDITION.
 FH0891
 FH0891                          STATION RECOVERY (2022)
 FH0891
 FH0891'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0891'IF TREES ARE CUT MARK WOULD BE SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0429 ***********************************************************************
 GH0429  DESIGNATION -  H 2
 GH0429  PID         -  GH0429
 GH0429  STATE/COUNTY-  OK/GARFIELD
 GH0429  COUNTRY     -  US
 GH0429  USGS QUAD   -  ENID EAST (2018)
 GH0429
 GH0429                         *CURRENT SURVEY CONTROL
 GH0429  ______________________________________________________________________
 GH0429* NAD 83(1986) POSITION- 36 27 48.     (N) 097 51 16.     (W)   SCALED
 GH0429* NAVD 88 ORTHO HEIGHT -   385.396 (meters)     1264.42  (feet) ADJUSTED
 GH0429  ______________________________________________________________________
 GH0429  GEOID HEIGHT    -        -27.798 (meters)                     GEOID18
 GH0429  DYNAMIC HEIGHT  -        385.060 (meters)     1263.32  (feet) COMP
 GH0429  MODELED GRAVITY -    979,748.8   (mgal)                       NAVD 88
 GH0429
 GH0429  VERT ORDER      -  FIRST     CLASS II
 GH0429
 GH0429.The horizontal coordinates were scaled from a map and have
 GH0429.an estimated accuracy of +/- 6 seconds.
 GH0429
 GH0429.The orthometric height was determined by differential leveling and
 GH0429.adjusted by the NATIONAL GEODETIC SURVEY
 GH0429.in June 1991.
 GH0429
 GH0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0429.GEOID18 height accuracy estimate available here.
 GH0429
 GH0429.Click photographs - Photos may exist for this station.
 GH0429
 GH0429.The dynamic height is computed by dividing the NAVD 88
 GH0429.geopotential number by the normal gravity value computed on the
 GH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0429.degrees latitude (g = 980.6199 gals.).
 GH0429
 GH0429.The modeled gravity was interpolated from observed gravity values.
 GH0429
 GH0429;                    North         East    Units  Estimated Accuracy
 GH0429;SPC OK N     -   162,370.      613,050.      MT  (+/- 180 meters Scaled)
 GH0429
 GH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF026359(NAD 83)
 GH0429
 GH0429                          SUPERSEDED SURVEY CONTROL
 GH0429
 GH0429  NGVD 29 (??/??/92)  385.253  (m)         1263.95   (f) SUPERSEDED  1 2
 GH0429  NGVD 29 (04/22/92)  385.246  (m)         1263.93   (f) ADJUSTED    1 2
 GH0429
 GH0429.Superseded values are not recommended for survey control.
 GH0429
 GH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0429.See file dsdata.pdf to determine how the superseded data were derived.
 GH0429
 GH0429_MARKER: DD = SURVEY DISK
 GH0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0429_STAMPING: H 2 1928
 GH0429_MARK LOGO: USGS
 GH0429_PROJECTION: FLUSH
 GH0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0429+STABILITY: SURFACE MOTION
 GH0429
 GH0429  HISTORY     - Date     Condition        Report By
 GH0429  HISTORY     - 1928     MONUMENTED       USGS
 GH0429  HISTORY     - 1953     GOOD             CGS
 GH0429  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0429
 GH0429                          STATION DESCRIPTION
 GH0429
 GH0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0429'5.3 MI N FROM ENID.
 GH0429'5.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0429'RAILROAD FROM THE STATION AT ENID, AT A ROAD CROSSING, 234 FEET
 GH0429'EAST OF THE EAST RAIL, 30 FEET NORTH OF THE CENTER LINE OF AN
 GH0429'EAST AND WEST ROAD, 27 FEET EAST OF THE CENTER LINE OF A NORTH
 GH0429'AND SOUTH ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, 2.3 FEET
 GH0429'SOUTHWEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE LEADING
 GH0429'EAST, .5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0429'POST WHICH IS FLUSH WITH THE GROUND.
 GH0429
 GH0429                          STATION RECOVERY (1985)
 GH0429
 GH0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0429'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0629 ***********************************************************************
 GH0629  DESIGNATION -  H 2 A
 GH0629  PID         -  GH0629
 GH0629  STATE/COUNTY-  OK/GARFIELD
 GH0629  COUNTRY     -  US
 GH0629  USGS QUAD   -  ENID EAST (2018)
 GH0629
 GH0629                         *CURRENT SURVEY CONTROL
 GH0629  ______________________________________________________________________
 GH0629* NAD 83(1986) POSITION- 36 27 46.     (N) 097 50 13.     (W)   SCALED
 GH0629* NAVD 88 ORTHO HEIGHT -   385.573 (meters)     1265.00  (feet) POSTED
 GH0629  ______________________________________________________________________
 GH0629  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 GH0629  DYNAMIC HEIGHT  -        385.24  (meters)     1263.9   (feet) COMP
 GH0629  MODELED GRAVITY -    979,749.4   (mgal)                       NAVD 88
 GH0629
 GH0629  VERT ORDER      -  * POSTED, SEE BELOW
 GH0629
 GH0629.The horizontal coordinates were scaled from a map and have
 GH0629.an estimated accuracy of +/- 6 seconds.
 GH0629
 GH0629.The orthometric height was determined by differential leveling
 GH0629.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0629
 GH0629.* This is a POSTED BENCH MARK height.
 GH0629
 GH0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0629.GEOID18 height accuracy estimate available here.
 GH0629
 GH0629.Click photographs - Photos may exist for this station.
 GH0629
 GH0629.The dynamic height is computed by dividing the NAVD 88
 GH0629.geopotential number by the normal gravity value computed on the
 GH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0629.degrees latitude (g = 980.6199 gals.).
 GH0629
 GH0629.The modeled gravity was interpolated from observed gravity values.
 GH0629
 GH0629;                    North         East    Units  Estimated Accuracy
 GH0629;SPC OK N     -   162,310.      614,620.      MT  (+/- 180 meters Scaled)
 GH0629
 GH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF042359(NAD 83)
 GH0629
 GH0629                          SUPERSEDED SURVEY CONTROL
 GH0629
 GH0629  NGVD 29 (04/22/92)  385.423  (m)         1264.51   (f) ADJUSTED    1 2
 GH0629
 GH0629.Superseded values are not recommended for survey control.
 GH0629
 GH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0629.See file dsdata.pdf to determine how the superseded data were derived.
 GH0629
 GH0629_MARKER: N = NAIL
 GH0629_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 GH0629_SP_SET: IN ROOT OF TREE
 GH0629_MARK LOGO: USGS
 GH0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0629
 GH0629  HISTORY     - Date     Condition        Report By
 GH0629  HISTORY     - 1928     MONUMENTED       USGS
 GH0629
 GH0629                          STATION DESCRIPTION
 GH0629
 GH0629'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0629'10.1 KM (6.30 MI) NE FROM ENID.
 GH0629'ENID TRIANGULATION STATION, 0.89 MILES WEST OF, IN NORTHWEST 1/4
 GH0629'SECTION 22, T. 23 NORTH, R. 6 WEST, ON SOUTH EDGE OF ROAD, EAST OF
 GH0629'NORTH AND SOUTH ROAD, 25 FEET WEST OF FARM ROAD, IN ROOT ON NORTH
 GH0629'SIDE OF 10-INCH COTTONWOOD TREE, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0630 ***********************************************************************
 GH0630  DESIGNATION -  H 2 B
 GH0630  PID         -  GH0630
 GH0630  STATE/COUNTY-  OK/GARFIELD
 GH0630  COUNTRY     -  US
 GH0630  USGS QUAD   -  ENID EAST (2018)
 GH0630
 GH0630                         *CURRENT SURVEY CONTROL
 GH0630  ______________________________________________________________________
 GH0630* NAD 83(1986) POSITION- 36 26 57.     (N) 097 51 33.     (W)   SCALED
 GH0630* NAVD 88 ORTHO HEIGHT -   383.873 (meters)     1259.42  (feet) POSTED
 GH0630  ______________________________________________________________________
 GH0630  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 GH0630  DYNAMIC HEIGHT  -        383.54  (meters)     1258.3   (feet) COMP
 GH0630  MODELED GRAVITY -    979,747.0   (mgal)                       NAVD 88
 GH0630
 GH0630  VERT ORDER      -  * POSTED, SEE BELOW
 GH0630
 GH0630.The horizontal coordinates were scaled from a map and have
 GH0630.an estimated accuracy of +/- 6 seconds.
 GH0630
 GH0630.The orthometric height was determined by differential leveling
 GH0630.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0630
 GH0630.* This is a POSTED BENCH MARK height.
 GH0630
 GH0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0630.GEOID18 height accuracy estimate available here.
 GH0630
 GH0630.Click photographs - Photos may exist for this station.
 GH0630
 GH0630.The dynamic height is computed by dividing the NAVD 88
 GH0630.geopotential number by the normal gravity value computed on the
 GH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0630.degrees latitude (g = 980.6199 gals.).
 GH0630
 GH0630.The modeled gravity was interpolated from observed gravity values.
 GH0630
 GH0630;                    North         East    Units  Estimated Accuracy
 GH0630;SPC OK N     -   160,800.      612,630.      MT  (+/- 180 meters Scaled)
 GH0630
 GH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF022343(NAD 83)
 GH0630
 GH0630                          SUPERSEDED SURVEY CONTROL
 GH0630
 GH0630  NGVD 29 (04/22/92)  383.726  (m)         1258.94   (f) ADJUSTED    1 2
 GH0630
 GH0630.Superseded values are not recommended for survey control.
 GH0630
 GH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0630.See file dsdata.pdf to determine how the superseded data were derived.
 GH0630
 GH0630_MARKER: N = NAIL
 GH0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0630_SP_SET: IN TOP OF A POST
 GH0630_MARK LOGO: USGS
 GH0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0630
 GH0630  HISTORY     - Date     Condition        Report By
 GH0630  HISTORY     - 1928     MONUMENTED       USGS
 GH0630
 GH0630                          STATION DESCRIPTION
 GH0630
 GH0630'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0630'5.6 KM (3.50 MI) NNE FROM ENID.
 GH0630'1.01 MILES NORTHEAST OF NORTH ENID, T. 23 N., R. 6 W., SOUTHEAST 1/4
 GH0630'SECTION 20, 6 FEET WEST OF CENTER OF ROCK ISLAND RAILWAY TRACK, AND
 GH0630'38 FEET NORTH OF CENTER OF ROAD, ON NORTH SIDE OF CATTLE GUARD, IN
 GH0630'TOP OF 6-INCH POST, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0181 ***********************************************************************
 GJ0181  DESIGNATION -  H 20
 GJ0181  PID         -  GJ0181
 GJ0181  STATE/COUNTY-  OK/WOODS
 GJ0181  COUNTRY     -  US
 GJ0181  USGS QUAD   -  DACOMA (2018)
 GJ0181
 GJ0181                         *CURRENT SURVEY CONTROL
 GJ0181  ______________________________________________________________________
 GJ0181* NAD 83(1986) POSITION- 36 39 20.     (N) 098 33 50.     (W)   SCALED
 GJ0181* NAVD 88 ORTHO HEIGHT -   414.766 (meters)     1360.78  (feet) ADJUSTED
 GJ0181  ______________________________________________________________________
 GJ0181  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 GJ0181  DYNAMIC HEIGHT  -        414.398 (meters)     1359.57  (feet) COMP
 GJ0181  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 GJ0181
 GJ0181  VERT ORDER      -  FIRST     CLASS II
 GJ0181
 GJ0181.The horizontal coordinates were scaled from a map and have
 GJ0181.an estimated accuracy of +/- 6 seconds.
 GJ0181
 GJ0181.The orthometric height was determined by differential leveling and
 GJ0181.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0181.in June 1991.
 GJ0181
 GJ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0181.GEOID18 height accuracy estimate available here.
 GJ0181
 GJ0181.Click photographs - Photos may exist for this station.
 GJ0181
 GJ0181.The dynamic height is computed by dividing the NAVD 88
 GJ0181.geopotential number by the normal gravity value computed on the
 GJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0181.degrees latitude (g = 980.6199 gals.).
 GJ0181
 GJ0181.The modeled gravity was interpolated from observed gravity values.
 GJ0181
 GJ0181;                    North         East    Units  Estimated Accuracy
 GJ0181;SPC OK N     -   183,840.      549,580.      MT  (+/- 180 meters Scaled)
 GJ0181
 GJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF389567(NAD 83)
 GJ0181
 GJ0181                          SUPERSEDED SURVEY CONTROL
 GJ0181
 GJ0181  NGVD 29 (04/22/92)  414.589  (m)         1360.20   (f) ADJUSTED    1 2
 GJ0181
 GJ0181.Superseded values are not recommended for survey control.
 GJ0181
 GJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0181.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0181
 GJ0181_MARKER: DD = SURVEY DISK
 GJ0181_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GJ0181_SP_SET: TOP OF CONCRETE FOUNDATION
 GJ0181_STAMPING: H 20 1928
 GJ0181_MARK LOGO: USGS
 GJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0181+STABILITY: SURFACE MOTION
 GJ0181
 GJ0181  HISTORY     - Date     Condition        Report By
 GJ0181  HISTORY     - 1928     MONUMENTED       USGS
 GJ0181  HISTORY     - 1934     GOOD             CGS
 GJ0181  HISTORY     - 1944     GOOD             CGS
 GJ0181  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0181
 GJ0181                          STATION DESCRIPTION
 GJ0181
 GJ0181'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0181'AT DACOMA.
 GJ0181'AT DACOMA, WOODS COUNTY, ABOUT 140 FEET SOUTHEAST OF THE ST.
 GJ0181'LOUIS-SAN FRANCISCO RAILWAY STATION, 14 FEET NORTH OF THE TRACK,
 GJ0181'AT A WATER TANK MARKED U.S. 1360 P.B.M., AND IN THE MIDDLE OF THE
 GJ0181'CONCRETE FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GJ0181'DISK, STAMPED H 20 1928.
 GJ0181
 GJ0181                          STATION RECOVERY (1934)
 GJ0181
 GJ0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0181'RECOVERED IN GOOD CONDITION.
 GJ0181
 GJ0181                          STATION RECOVERY (1944)
 GJ0181
 GJ0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0181'RECOVERED IN GOOD CONDITION.
 GJ0181
 GJ0181                          STATION RECOVERY (2022)
 GJ0181
 GJ0181'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0181'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0456 ***********************************************************************
 GJ0456  DESIGNATION -  H 20 L
 GJ0456  PID         -  GJ0456
 GJ0456  STATE/COUNTY-  OK/WOODS
 GJ0456  COUNTRY     -  US
 GJ0456  USGS QUAD   -  DACOMA (2018)
 GJ0456
 GJ0456                         *CURRENT SURVEY CONTROL
 GJ0456  ______________________________________________________________________
 GJ0456* NAD 83(1986) POSITION- 36 40 01.     (N) 098 34 42.     (W)   SCALED
 GJ0456* NAVD 88 ORTHO HEIGHT -   416.913 (meters)     1367.82  (feet) ADJUSTED
 GJ0456  ______________________________________________________________________
 GJ0456  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 GJ0456  DYNAMIC HEIGHT  -        416.543 (meters)     1366.61  (feet) COMP
 GJ0456  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 GJ0456
 GJ0456  VERT ORDER      -  FIRST     CLASS II
 GJ0456
 GJ0456.The horizontal coordinates were scaled from a map and have
 GJ0456.an estimated accuracy of +/- 6 seconds.
 GJ0456
 GJ0456.The orthometric height was determined by differential leveling and
 GJ0456.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0456.in June 1991.
 GJ0456
 GJ0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0456.GEOID18 height accuracy estimate available here.
 GJ0456
 GJ0456.Click photographs - Photos may exist for this station.
 GJ0456
 GJ0456.The dynamic height is computed by dividing the NAVD 88
 GJ0456.geopotential number by the normal gravity value computed on the
 GJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0456.degrees latitude (g = 980.6199 gals.).
 GJ0456
 GJ0456.The modeled gravity was interpolated from observed gravity values.
 GJ0456
 GJ0456;                    North         East    Units  Estimated Accuracy
 GJ0456;SPC OK N     -   185,110.      548,300.      MT  (+/- 180 meters Scaled)
 GJ0456
 GJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF376580(NAD 83)
 GJ0456
 GJ0456                          SUPERSEDED SURVEY CONTROL
 GJ0456
 GJ0456  NGVD 29 (04/22/92)  416.734  (m)         1367.23   (f) ADJUSTED    1 2
 GJ0456
 GJ0456.Superseded values are not recommended for survey control.
 GJ0456
 GJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0456.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0456
 GJ0456_MARKER: Q = CHISELED SQUARE
 GJ0456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0456_SP_SET: HEADWALL
 GJ0456_MARK LOGO: NONE
 GJ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0456+STABILITY: SURFACE MOTION
 GJ0456
 GJ0456  HISTORY     - Date     Condition        Report By
 GJ0456  HISTORY     - 1928     MONUMENTED       USGS
 GJ0456
 GJ0456                          STATION DESCRIPTION
 GJ0456
 GJ0456'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0456'1.8 KM (1.10 MI) NW FROM DACOMA.
 GJ0456'DACOMA, 1.08 MILES NORTHWEST OF, T. 25 N., R. 13 W., NEAR SOUTHEAST
 GJ0456'CORNER SECTION 3, 9.5 FEET SOUTH OF TRACK AND 78.5 FEET NORTH OF
 GJ0456'ROAD, IN CENTER OF TOP FACE OF CONCRETE CULVERT, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0457 ***********************************************************************
 GJ0457  DESIGNATION -  H 20 M
 GJ0457  PID         -  GJ0457
 GJ0457  STATE/COUNTY-  OK/WOODS
 GJ0457  COUNTRY     -  US
 GJ0457  USGS QUAD   -  DACOMA (2018)
 GJ0457
 GJ0457                         *CURRENT SURVEY CONTROL
 GJ0457  ______________________________________________________________________
 GJ0457* NAD 83(1986) POSITION- 36 40 33.     (N) 098 35 39.     (W)   SCALED
 GJ0457* NAVD 88 ORTHO HEIGHT -   421.815 (meters)     1383.90  (feet) ADJUSTED
 GJ0457  ______________________________________________________________________
 GJ0457  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 GJ0457  DYNAMIC HEIGHT  -        421.440 (meters)     1382.67  (feet) COMP
 GJ0457  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 GJ0457
 GJ0457  VERT ORDER      -  FIRST     CLASS II
 GJ0457
 GJ0457.The horizontal coordinates were scaled from a map and have
 GJ0457.an estimated accuracy of +/- 6 seconds.
 GJ0457
 GJ0457.The orthometric height was determined by differential leveling and
 GJ0457.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0457.in June 1991.
 GJ0457
 GJ0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0457.GEOID18 height accuracy estimate available here.
 GJ0457
 GJ0457.Click photographs - Photos may exist for this station.
 GJ0457
 GJ0457.The dynamic height is computed by dividing the NAVD 88
 GJ0457.geopotential number by the normal gravity value computed on the
 GJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0457.degrees latitude (g = 980.6199 gals.).
 GJ0457
 GJ0457.The modeled gravity was interpolated from observed gravity values.
 GJ0457
 GJ0457;                    North         East    Units  Estimated Accuracy
 GJ0457;SPC OK N     -   186,110.      546,890.      MT  (+/- 180 meters Scaled)
 GJ0457
 GJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF362589(NAD 83)
 GJ0457
 GJ0457                          SUPERSEDED SURVEY CONTROL
 GJ0457
 GJ0457  NGVD 29 (04/22/92)  421.635  (m)         1383.31   (f) ADJUSTED    1 2
 GJ0457
 GJ0457.Superseded values are not recommended for survey control.
 GJ0457
 GJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0457.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0457
 GJ0457_MARKER: X = CHISELED CROSS
 GJ0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0457_SP_SET: TOP OF SECTION OF RAIL
 GJ0457_MARK LOGO: NONE
 GJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0457
 GJ0457  HISTORY     - Date     Condition        Report By
 GJ0457  HISTORY     - 1928     MONUMENTED       USGS
 GJ0457
 GJ0457                          STATION DESCRIPTION
 GJ0457
 GJ0457'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0457'3.5 KM (2.20 MI) NW FROM DACOMA.
 GJ0457'DACOMA, 2.19 MILES NORTHWEST OF, T. 25 N., R. 13 W., NEAR WEST 1/4
 GJ0457'CORNER OF SECTION 3, 54.5 FEET SOUTH OF TRACK AND 40 FEET EAST OF
 GJ0457'ROAD, 3 FEET NORTHEAST OF CORNER FENCE POST, ON TOP OF SECTION OF
 GJ0457'RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0916 ***********************************************************************
 FH0916  DESIGNATION -  H 200
 FH0916  PID         -  FH0916
 FH0916  STATE/COUNTY-  OK/SEQUOYAH
 FH0916  COUNTRY     -  US
 FH0916  USGS QUAD   -  GANS (2018)
 FH0916
 FH0916                         *CURRENT SURVEY CONTROL
 FH0916  ______________________________________________________________________
 FH0916* NAD 83(1997) POSITION- 35 24 18.85676(N) 094 40 39.34260(W)   ADJUSTED
 FH0916* NAD 83(1997) ELLIP HT-   144.745 (meters)        (11/28/94)   ADJUSTED
 FH0916* NAVD 88 ORTHO HEIGHT -   175.268 (meters)      575.03  (feet) ADJUSTED
 FH0916  ______________________________________________________________________
 FH0916  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 FH0916  NAD 83(1997) X  -   -424,431.016 (meters)                     COMP
 FH0916  NAD 83(1997) Y  - -5,187,292.679 (meters)                     COMP
 FH0916  NAD 83(1997) Z  -  3,674,687.394 (meters)                     COMP
 FH0916  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FH0916  DYNAMIC HEIGHT  -        175.103 (meters)      574.48  (feet) COMP
 FH0916  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 FH0916
 FH0916  HORZ ORDER      -  SECOND
 FH0916  VERT ORDER      -  FIRST     CLASS II
 FH0916  ELLP ORDER      -  FIFTH     CLASS I
 FH0916
 FH0916.The horizontal coordinates were established by GPS observations
 FH0916.and adjusted by the National Geodetic Survey in September 1999.
 FH0916
 FH0916.The orthometric height was determined by differential leveling and
 FH0916.adjusted by the NATIONAL GEODETIC SURVEY
 FH0916.in June 1991.
 FH0916
 FH0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0916.GEOID18 height accuracy estimate available here.
 FH0916
 FH0916.Click photographs - Photos may exist for this station.
 FH0916
 FH0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0916
 FH0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0916
 FH0916.The ellipsoidal height was determined by GPS observations
 FH0916.and is referenced to NAD 83.
 FH0916
 FH0916.The dynamic height is computed by dividing the NAVD 88
 FH0916.geopotential number by the normal gravity value computed on the
 FH0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0916.degrees latitude (g = 980.6199 gals.).
 FH0916
 FH0916.The modeled gravity was interpolated from observed gravity values.
 FH0916
 FH0916. The following values were computed from the NAD 83(1997) position.
 FH0916
 FH0916;                    North         East     Units Scale Factor Converg.
 FH0916;SPC OK N     -    50,126.273   901,744.513   MT  1.00003322   +1 57 38.5
 FH0916;SPC OK N     -   164,455.95  2,958,473.46   sFT  1.00003322   +1 57 38.5
 FH0916;UTM  15      - 3,919,276.164   347,667.994   MT  0.99988597   -0 58 19.6
 FH0916
 FH0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0916!SPC OK N     -   0.99997728  x   1.00003322  =   1.00001050
 FH0916!UTM  15      -   0.99997728  x   0.99988597  =   0.99986325
 FH0916
 FH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4766719276(NAD 83)
 FH0916
 FH0916                          SUPERSEDED SURVEY CONTROL
 FH0916
 FH0916  NAD 83(1993)-  35 24 18.86361(N)    094 40 39.34162(W) AD(       ) 2
 FH0916  NAD 83(1986)-  35 24 18.86306(N)    094 40 39.33700(W) AD(       ) 2
 FH0916  NAVD 88             175.27   (m)          575.0    (f) LEVELING    3  
 FH0916  NGVD 29             175.02   (m)          574.2    (f) LEVELING    3  
 FH0916
 FH0916.Superseded values are not recommended for survey control.
 FH0916
 FH0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0916.See file dsdata.pdf to determine how the superseded data were derived.
 FH0916
 FH0916_MARKER: F = FLANGE-ENCASED ROD
 FH0916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0916_STAMPING: H 200 1984
 FH0916_MARK LOGO: NGS
 FH0916_PROJECTION: FLUSH
 FH0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0916+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0916_ROD/PIPE-DEPTH: 3.35 meters
 FH0916
 FH0916  HISTORY     - Date     Condition        Report By
 FH0916  HISTORY     - 1984     MONUMENTED       NGS
 FH0916  HISTORY     - 1988     GOOD             USPSQD
 FH0916  HISTORY     - 1989     GOOD             USPSQD
 FH0916  HISTORY     - 19890301 GOOD             NGS
 FH0916  HISTORY     - 1990     GOOD             USPSQD
 FH0916  HISTORY     - 19921111 GOOD             NOS
 FH0916  HISTORY     - 20220801 GOOD             OKDOT
 FH0916
 FH0916                          STATION DESCRIPTION
 FH0916
 FH0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0916'10.2 KM (6.32 MI) WEST FROM MULDROW.
 FH0916'THE MARK IS 3.04 M BELOW EASTBOUND LANES.
 FH0916'10.2 KM (6.35 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FH0916'OF STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT THE
 FH0916'EAST END OF THE REST AREA ON THE SOUTH SIDE OF INTERSTATE 40, SET AT
 FH0916'THE EAST END OF A CHAIN LINK FENCE IN THE SOUTH RIGHT-OF-WAY FENCE
 FH0916'LINE, ABOUT 0.2 KM (0.15 MI) EAST OF THE REST AREA, 53.21 METERS
 FH0916'(174.6 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0916'26.36 METERS (86.5 FT) SOUTHEAST OF A WOOD POLE SUPPORTING A STREET
 FH0916'LAMP, 1.46 METERS (4.8 FT) EAST-SOUTHEAST OF THE EAST END OF THE CHAIN
 FH0916'LINK FENCE, AND 0.3 METER (1.0 FT) NORTH-NORTHEAST OF THE RIGHT-OF-WAY
 FH0916'FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0916'THE MARK IS 0.36 METERS  NNW FROM A WITNESS POST.
 FH0916
 FH0916                          STATION RECOVERY (1988)
 FH0916
 FH0916'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0916'RECOVERED IN GOOD CONDITION.
 FH0916
 FH0916                          STATION RECOVERY (1989)
 FH0916
 FH0916'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0916'RECOVERED IN GOOD CONDITION.
 FH0916
 FH0916                          STATION RECOVERY (1989)
 FH0916
 FH0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FH0916'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FH0916'FOLLOWS.
 FH0916'THE STATION IS LOCATED ABOUT 12.2 KM (7.60 MI) SOUTHEAST OF SALLISAW,
 FH0916'7.0 KM (4.35 MI) WEST OF MULDROW, AND 2.3 KM (1.45 MI) NORTHEAST OF
 FH0916'GAMS.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FH0916'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FH0916'U.S. HIGHWAY 59 (EXIT 308) IN SOUTHWEST SALLISAW, GO EASTERLY ON
 FH0916'HIGHWAY 40 FOR 13.4 KM (8.35 MI) TO THE STATION ON THE RIGHT IN THE
 FH0916'EAST END OF A REST AREA.
 FH0916'THE STATION IS A STANDARD NGS FLANGED ENCASED STAINLESS STEEL ROD WITH
 FH0916'LOGO CAP SET IN THE TOP OF A 5 INCH PVC PIPE CEMENTED INTO THE GROUND,
 FH0916'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP AND IS FLUSH
 FH0916'WITH THE GROUND.  LOCATED 53.2 M (174.5 FT) SOUTHWEST OF THE
 FH0916'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 26.6 M (87.3 FT)
 FH0916'SOUTHEAST OF THE CENTER OF THE REST AREA EXIT ROAD, 1.5 M (4.9 FT)
 FH0916'EAST-SOUTHEAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) NORTHWEST OF A
 FH0916'CARSONITE WITNESS POST.
 FH0916'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 FH0916
 FH0916                          STATION RECOVERY (1990)
 FH0916
 FH0916'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0916'RECOVERED IN GOOD CONDITION.
 FH0916
 FH0916                          STATION RECOVERY (1992)
 FH0916
 FH0916'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FH0916'RECOVERED IN GOOD CONDITION.
 FH0916
 FH0916                          STATION RECOVERY (2022)
 FH0916
 FH0916'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0916'MARK RECOVERED IN GOOD CONDITION BY ODOT. CAP IS UNREADABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0870 ***********************************************************************
 FH0870  DESIGNATION -  H 201
 FH0870  PID         -  FH0870
 FH0870  STATE/COUNTY-  OK/MCINTOSH
 FH0870  COUNTRY     -  US
 FH0870  USGS QUAD   -  WARNER NW (2018)
 FH0870
 FH0870                         *CURRENT SURVEY CONTROL
 FH0870  ______________________________________________________________________
 FH0870* NAD 83(1986) POSITION- 35 27 24.     (N) 095 28 19.     (W)   SCALED
 FH0870* NAVD 88 ORTHO HEIGHT -   196.412 (meters)      644.40  (feet) ADJUSTED
 FH0870  ______________________________________________________________________
 FH0870  GEOID HEIGHT    -        -29.833 (meters)                     GEOID18
 FH0870  DYNAMIC HEIGHT  -        196.229 (meters)      643.79  (feet) COMP
 FH0870  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 FH0870
 FH0870  VERT ORDER      -  FIRST     CLASS II
 FH0870
 FH0870.The horizontal coordinates were scaled from a map and have
 FH0870.an estimated accuracy of +/- 6 seconds.
 FH0870
 FH0870.The orthometric height was determined by differential leveling and
 FH0870.adjusted by the NATIONAL GEODETIC SURVEY
 FH0870.in June 1991.
 FH0870
 FH0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0870.GEOID18 height accuracy estimate available here.
 FH0870
 FH0870.Click photographs - Photos may exist for this station.
 FH0870
 FH0870.The dynamic height is computed by dividing the NAVD 88
 FH0870.geopotential number by the normal gravity value computed on the
 FH0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0870.degrees latitude (g = 980.6199 gals.).
 FH0870
 FH0870.The modeled gravity was interpolated from observed gravity values.
 FH0870
 FH0870;                    North         East    Units  Estimated Accuracy
 FH0870;SPC OK S     -   238,410.      829,480.      MT  (+/- 180 meters Scaled)
 FH0870
 FH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV756264(NAD 83)
 FH0870
 FH0870                          SUPERSEDED SURVEY CONTROL
 FH0870
 FH0870.No superseded survey control is available for this station.
 FH0870
 FH0870_MARKER: I = METAL ROD
 FH0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0870_STAMPING: H 201 1984
 FH0870_MARK LOGO: NGS
 FH0870_PROJECTION: FLUSH
 FH0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0870+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0870_ROD/PIPE-DEPTH: 7.0 meters
 FH0870
 FH0870  HISTORY     - Date     Condition        Report By
 FH0870  HISTORY     - 1984     MONUMENTED       NGS
 FH0870  HISTORY     - 1988     GOOD             USPSQD
 FH0870  HISTORY     - 1989     GOOD             USPSQD
 FH0870  HISTORY     - 1990     GOOD             USPSQD
 FH0870  HISTORY     - 20020815 GOOD             OKDOT
 FH0870
 FH0870                          STATION DESCRIPTION
 FH0870
 FH0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0870'5.3 KM (3.3 MI) EAST FROM CHECOTAH.
 FH0870'5.3 KM (3.3 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0870'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, ABOUT 0.24 KM
 FH0870'(0.15 MI) EAST OF A FIVE-WIRE POWERLINE CROSSING, SET BY THE
 FH0870'WESTERNMOST ONE OF THREE RIGHT-OF-WAY FENCE LINE BRACE POSTS,
 FH0870'35.8 METERS (117.5 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0870'EASTBOUND LANES, 86.6 METERS (284.0 FT) EAST-SOUTHEAST OF MILEPOST
 FH0870'NUMBER 269, AND 0.6 METER (2.0 FT) NORTH OF A RIGHT-OF-WAY BRACE POST.
 FH0870'THE MARK IS 0.6 METERS  NNE FROM A WITNESS POST.
 FH0870'THE MARK IS 1.5 M BELOW EASTBOUND HIGHWAY.
 FH0870
 FH0870                          STATION RECOVERY (1988)
 FH0870
 FH0870'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0870'RECOVERED IN GOOD CONDITION.
 FH0870
 FH0870                          STATION RECOVERY (1989)
 FH0870
 FH0870'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0870'RECOVERED IN GOOD CONDITION.
 FH0870
 FH0870                          STATION RECOVERY (1990)
 FH0870
 FH0870'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0870'RECOVERED IN GOOD CONDITION.
 FH0870
 FH0870                          STATION RECOVERY (2002)
 FH0870
 FH0870'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1313 ***********************************************************************
 GL1313  DESIGNATION -  H 202
 GL1313  PID         -  GL1313
 GL1313  STATE/COUNTY-  OK/CIMARRON
 GL1313  COUNTRY     -  US
 GL1313  USGS QUAD   -  BOISE CITY SE (2018)
 GL1313
 GL1313                         *CURRENT SURVEY CONTROL
 GL1313  ______________________________________________________________________
 GL1313* NAD 83(1986) POSITION- 36 36 11.65   (N) 102 33 10.96   (W)   HD_HELD1
 GL1313* NAVD 88 ORTHO HEIGHT -  1279.782 (meters)     4198.75  (feet) ADJUSTED
 GL1313  ______________________________________________________________________
 GL1313  GEOID HEIGHT    -        -23.760 (meters)                     GEOID18
 GL1313  DYNAMIC HEIGHT  -       1278.363 (meters)     4194.10  (feet) COMP
 GL1313  MODELED GRAVITY -    979,478.5   (mgal)                       NAVD 88
 GL1313
 GL1313  VERT ORDER      -  FIRST     CLASS II
 GL1313
 GL1313.The horizontal coordinates were determined by differentially corrected
 GL1313.hand held GPS observations or other comparable positioning techniques
 GL1313.and have an estimated accuracy of +/- 3 meters.
 GL1313
 GL1313.The orthometric height was determined by differential leveling and
 GL1313.adjusted by the NATIONAL GEODETIC SURVEY
 GL1313.in June 1991.
 GL1313
 GL1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1313.GEOID18 height accuracy estimate available here.
 GL1313
 GL1313.Click photographs - Photos may exist for this station.
 GL1313
 GL1313.The dynamic height is computed by dividing the NAVD 88
 GL1313.geopotential number by the normal gravity value computed on the
 GL1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1313.degrees latitude (g = 980.6199 gals.).
 GL1313
 GL1313.The modeled gravity was interpolated from observed gravity values.
 GL1313
 GL1313;                    North         East    Units  Estimated Accuracy
 GL1313;SPC OK N     -   187,437.4     192,789.7     MT  (+/- 3 meters HH1 GPS) 
 GL1313
 GL1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1886553647(NAD 83)
 GL1313
 GL1313                          SUPERSEDED SURVEY CONTROL
 GL1313
 GL1313.No superseded survey control is available for this station.
 GL1313
 GL1313_MARKER: I = METAL ROD
 GL1313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1313_STAMPING: H 202 1985
 GL1313_MARK LOGO: NGS
 GL1313_PROJECTION: FLUSH
 GL1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1313+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 GL1313_ROD/PIPE-DEPTH: 4.9 meters
 GL1313
 GL1313  HISTORY     - Date     Condition        Report By
 GL1313  HISTORY     - 1985     MONUMENTED       NGS
 GL1313  HISTORY     - 20071010 GOOD             INDIV
 GL1313
 GL1313                          STATION DESCRIPTION
 GL1313
 GL1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1313'15.8 KM (9.8 MI) SOUTH FROM BOISE CITY.
 GL1313'15.8 KM (9.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1313'IN BOISE CITY, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1313'14.0 M (45.7 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST,
 GL1313'7.6 M (24.9 FT) SOUTH OF A UTILITY POLE, AND 5.8 M (19.0 FT) NORTH OF
 GL1313'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1313'LOGO CAP.
 GL1313'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1313'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1313
 GL1313                          STATION RECOVERY (2007)
 GL1313
 GL1313'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SGK)
 GL1313'FOUND IN GOOD CONDITION. THE LID OF THE VAULT IS NOW 0.3 FEET BELOW
 GL1313'THE LEVEL OF THE GROUND. THE DIRT ROAD LEADING EAST NOW HAS A
 GL1313'FENCELINE OVER IT AND IS NOW BEING TILLED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1113 ***********************************************************************
 DM1113  DESIGNATION -  H 203
 DM1113  PID         -  DM1113
 DM1113  STATE/COUNTY-  OK/MCCURTAIN
 DM1113  COUNTRY     -  US
 DM1113  USGS QUAD   -  BOKHOMA (2019)
 DM1113
 DM1113                         *CURRENT SURVEY CONTROL
 DM1113  ______________________________________________________________________
 DM1113* NAD 83(1986) POSITION- 33 48 11.     (N) 094 34 23.     (W)   SCALED
 DM1113* NAVD 88 ORTHO HEIGHT -   126.805 (meters)      416.03  (feet) ADJUSTED
 DM1113  ______________________________________________________________________
 DM1113  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 DM1113  DYNAMIC HEIGHT  -        126.675 (meters)      415.60  (feet) COMP
 DM1113  MODELED GRAVITY -    979,610.1   (mgal)                       NAVD 88
 DM1113
 DM1113  VERT ORDER      -  FIRST     CLASS II
 DM1113
 DM1113.The horizontal coordinates were scaled from a map and have
 DM1113.an estimated accuracy of +/- 6 seconds.
 DM1113
 DM1113.The orthometric height was determined by differential leveling and
 DM1113.adjusted by the NATIONAL GEODETIC SURVEY
 DM1113.in June 1991.
 DM1113
 DM1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1113.GEOID18 height accuracy estimate available here.
 DM1113
 DM1113.Click photographs - Photos may exist for this station.
 DM1113
 DM1113.The dynamic height is computed by dividing the NAVD 88
 DM1113.geopotential number by the normal gravity value computed on the
 DM1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1113.degrees latitude (g = 980.6199 gals.).
 DM1113
 DM1113.The modeled gravity was interpolated from observed gravity values.
 DM1113
 DM1113;                    North         East    Units  Estimated Accuracy
 DM1113;SPC OK S     -    57,490.      917,270.      MT  (+/- 180 meters Scaled)
 DM1113
 DM1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT543414(NAD 83)
 DM1113
 DM1113                          SUPERSEDED SURVEY CONTROL
 DM1113
 DM1113.No superseded survey control is available for this station.
 DM1113
 DM1113_MARKER: I = METAL ROD
 DM1113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1113_STAMPING: H 203 1986
 DM1113_MARK LOGO: NGS
 DM1113_PROJECTION: FLUSH
 DM1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1113_ROD/PIPE-DEPTH: 14.6 meters
 DM1113
 DM1113  HISTORY     - Date     Condition        Report By
 DM1113  HISTORY     - 1986     MONUMENTED       NGS
 DM1113
 DM1113                          STATION DESCRIPTION
 DM1113
 DM1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1113'25.2 KM (15.65 MI) WEST FROM FOREMAN AR.
 DM1113'25.2 KM (15.65 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1113'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1113'16.4 M (53.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 8.4 M
 DM1113'(27.6 FT) NORTH OF THE CENTER OF A DIRT ROAD AND GATE.  NOTE--ACCESS
 DM1113'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1113'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1113'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0816 ***********************************************************************
 FJ0816  DESIGNATION -  H 204
 FJ0816  PID         -  FJ0816
 FJ0816  STATE/COUNTY-  OK/CANADIAN
 FJ0816  COUNTRY     -  US
 FJ0816  USGS QUAD   -  OKARCHE (2018)
 FJ0816
 FJ0816                         *CURRENT SURVEY CONTROL
 FJ0816  ______________________________________________________________________
 FJ0816* NAD 83(1986) POSITION- 35 38 18.96   (N) 097 57 36.23   (W)   HD_HELD1
 FJ0816* NAVD 88 ORTHO HEIGHT -   391.993 (meters)     1286.06  (feet) ADJUSTED
 FJ0816  ______________________________________________________________________
 FJ0816  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0816  DYNAMIC HEIGHT  -        391.619 (meters)     1284.84  (feet) COMP
 FJ0816  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 FJ0816
 FJ0816  VERT ORDER      -  FIRST     CLASS II
 FJ0816
 FJ0816.The horizontal coordinates were determined by differentially corrected
 FJ0816.hand held GPS observations or other comparable positioning techniques
 FJ0816.and have an estimated accuracy of +/- 3 meters.
 FJ0816
 FJ0816.The orthometric height was determined by differential leveling and
 FJ0816.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0816.in June 1991.
 FJ0816
 FJ0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0816.GEOID18 height accuracy estimate available here.
 FJ0816
 FJ0816.Click photographs - Photos may exist for this station.
 FJ0816
 FJ0816.The dynamic height is computed by dividing the NAVD 88
 FJ0816.geopotential number by the normal gravity value computed on the
 FJ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0816.degrees latitude (g = 980.6199 gals.).
 FJ0816
 FJ0816.The modeled gravity was interpolated from observed gravity values.
 FJ0816
 FJ0816;                    North         East    Units  Estimated Accuracy
 FJ0816;SPC OK N     -    70,855.3     603,617.1     MT  (+/- 3 meters HH1 GPS) 
 FJ0816
 FJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9415444363(NAD 83)
 FJ0816
 FJ0816                          SUPERSEDED SURVEY CONTROL
 FJ0816
 FJ0816  NGVD 29 (04/22/92)  391.826  (m)         1285.52   (f) ADJUSTED    1 2
 FJ0816
 FJ0816.Superseded values are not recommended for survey control.
 FJ0816
 FJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0816.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0816
 FJ0816_MARKER: F = FLANGE-ENCASED ROD
 FJ0816_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0816+WITH SETTING: INFORMATION.
 FJ0816_STAMPING: H 204 1985
 FJ0816_MARK LOGO: NGS
 FJ0816_PROJECTION: FLUSH
 FJ0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0816+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2022
 FJ0816_ROD/PIPE-DEPTH: 2.4 meters
 FJ0816
 FJ0816  HISTORY     - Date     Condition        Report By
 FJ0816  HISTORY     - 1985     MONUMENTED       NGS
 FJ0816  HISTORY     - 1989     GOOD             USPSQD
 FJ0816  HISTORY     - 20220620 GOOD             WHE
 FJ0816
 FJ0816                          STATION DESCRIPTION
 FJ0816
 FJ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0816'10.1 KM (6.3 MI) SOUTH FROM OKARCHE.
 FJ0816'10.14 KM (6.30 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 FJ0816'OKLAHOMA AVENUE AT OKARCHE, ALSO 11.56 KM (7.18 MI) NORTH OF EL RENO,
 FJ0816'IN THE NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD,
 FJ0816'AT THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE MENNONITE
 FJ0816'CHURCH, 75.4 METERS (247.5 FT) WEST OF THE HIGHWAY CENTERLINE, 9.1
 FJ0816'METERS (30 FT) NORTH OF THE CENTER OF THE ROAD, 46.8 METERS (153.5 FT)
 FJ0816'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 25.0 METERS (82
 FJ0816'FT) WEST OF THE CENTER OF A DOUBLE GATE IN THE EAST-WEST PORTION OF
 FJ0816'THE FENCE, 0.3 METER (1 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 FJ0816'FENCE AND 0.2 METER (0.7 FT) SOUTH OF THE FENCE.  NOTE--ROD SET TO 8
 FJ0816'FEET ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FJ0816'5-INCH LOGO CAP.
 FJ0816'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FJ0816'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 FJ0816
 FJ0816                          STATION RECOVERY (1989)
 FJ0816
 FJ0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (AC)
 FJ0816'RECOVERED IN GOOD CONDITION.
 FJ0816
 FJ0816                          STATION RECOVERY (2022)
 FJ0816
 FJ0816'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2022 (TC)
 FJ0816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0563 ***********************************************************************
 GH0563  DESIGNATION -  H 205
 GH0563  PID         -  GH0563
 GH0563  STATE/COUNTY-  OK/GARFIELD
 GH0563  COUNTRY     -  US
 GH0563  USGS QUAD   -  ENID EAST (2018)
 GH0563
 GH0563                         *CURRENT SURVEY CONTROL
 GH0563  ______________________________________________________________________
 GH0563* NAD 83(1986) POSITION- 36 28 38.     (N) 097 52 21.     (W)   SCALED
 GH0563* NAVD 88 ORTHO HEIGHT -   385.769 (meters)     1265.64  (feet) ADJUSTED
 GH0563  ______________________________________________________________________
 GH0563  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 GH0563  DYNAMIC HEIGHT  -        385.433 (meters)     1264.54  (feet) COMP
 GH0563  MODELED GRAVITY -    979,749.5   (mgal)                       NAVD 88
 GH0563
 GH0563  VERT ORDER      -  FIRST     CLASS II
 GH0563
 GH0563.The horizontal coordinates were scaled from a map and have
 GH0563.an estimated accuracy of +/- 6 seconds.
 GH0563
 GH0563.The orthometric height was determined by differential leveling and
 GH0563.adjusted by the NATIONAL GEODETIC SURVEY
 GH0563.in June 1991.
 GH0563
 GH0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0563.GEOID18 height accuracy estimate available here.
 GH0563
 GH0563.Click photographs - Photos may exist for this station.
 GH0563
 GH0563.The dynamic height is computed by dividing the NAVD 88
 GH0563.geopotential number by the normal gravity value computed on the
 GH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0563.degrees latitude (g = 980.6199 gals.).
 GH0563
 GH0563.The modeled gravity was interpolated from observed gravity values.
 GH0563
 GH0563;                    North         East    Units  Estimated Accuracy
 GH0563;SPC OK N     -   163,910.      611,430.      MT  (+/- 180 meters Scaled)
 GH0563
 GH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF010374(NAD 83)
 GH0563
 GH0563                          SUPERSEDED SURVEY CONTROL
 GH0563
 GH0563  NGVD 29 (04/22/92)  385.599  (m)         1265.09   (f) ADJUSTED    1 2
 GH0563
 GH0563.Superseded values are not recommended for survey control.
 GH0563
 GH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0563.See file dsdata.pdf to determine how the superseded data were derived.
 GH0563
 GH0563_MARKER: I = METAL ROD
 GH0563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0563_STAMPING: H 205 1985
 GH0563_MARK LOGO: NGS
 GH0563_PROJECTION: FLUSH
 GH0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0563_ROD/PIPE-DEPTH: 6.1 meters
 GH0563
 GH0563  HISTORY     - Date     Condition        Report By
 GH0563  HISTORY     - 1985     MONUMENTED       NGS
 GH0563
 GH0563                          STATION DESCRIPTION
 GH0563
 GH0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0563'11.1 KM (6.9 MI) NORTH FROM ENID.
 GH0563'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COURTHOUSE IN
 GH0563'ENID, THENCE 10.2 KM (6.3 MI) NORTH ALONG US HIGHWAY 81, 18.8 METERS
 GH0563'(61.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND HIGHWAY LANES,
 GH0563'43.3 METERS (141.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING
 GH0563'EAST, 33.8 METERS (111 FT) SOUTH OF A FENCE CORNER, 0.6 METER (2 FT)
 GH0563'SOUTH OF A POWER LINE POLE, 0.27 METER (0.9 FT) WEST OF A FENCE.
 GH0563'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0563'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0563'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0612 ***********************************************************************
 GH0612  DESIGNATION -  H 206
 GH0612  PID         -  GH0612
 GH0612  STATE/COUNTY-  OK/GRANT
 GH0612  COUNTRY     -  US
 GH0612  USGS QUAD   -  WAKITA SE (2018)
 GH0612
 GH0612                         *CURRENT SURVEY CONTROL
 GH0612  ______________________________________________________________________
 GH0612* NAD 83(1986) POSITION- 36 48 37.     (N) 097 48 13.     (W)   SCALED
 GH0612* NAVD 88 ORTHO HEIGHT -   331.492 (meters)     1087.57  (feet) ADJUSTED
 GH0612  ______________________________________________________________________
 GH0612  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 GH0612  DYNAMIC HEIGHT  -        331.215 (meters)     1086.66  (feet) COMP
 GH0612  MODELED GRAVITY -    979,787.7   (mgal)                       NAVD 88
 GH0612
 GH0612  VERT ORDER      -  FIRST     CLASS II
 GH0612
 GH0612.The horizontal coordinates were scaled from a map and have
 GH0612.an estimated accuracy of +/- 6 seconds.
 GH0612
 GH0612.The orthometric height was determined by differential leveling and
 GH0612.adjusted by the NATIONAL GEODETIC SURVEY
 GH0612.in June 1991.
 GH0612
 GH0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0612.GEOID18 height accuracy estimate available here.
 GH0612
 GH0612.Click photographs - Photos may exist for this station.
 GH0612
 GH0612.The dynamic height is computed by dividing the NAVD 88
 GH0612.geopotential number by the normal gravity value computed on the
 GH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0612.degrees latitude (g = 980.6199 gals.).
 GH0612
 GH0612.The modeled gravity was interpolated from observed gravity values.
 GH0612
 GH0612;                    North         East    Units  Estimated Accuracy
 GH0612;SPC OK N     -   200,880.      617,520.      MT  (+/- 180 meters Scaled)
 GH0612
 GH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF067744(NAD 83)
 GH0612
 GH0612                          SUPERSEDED SURVEY CONTROL
 GH0612
 GH0612.No superseded survey control is available for this station.
 GH0612
 GH0612_MARKER: I = METAL ROD
 GH0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0612_STAMPING: H 206 1985
 GH0612_MARK LOGO: NGS
 GH0612_PROJECTION: FLUSH
 GH0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0612+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0612_ROD/PIPE-DEPTH: 4.0 meters
 GH0612
 GH0612  HISTORY     - Date     Condition        Report By
 GH0612  HISTORY     - 1985     MONUMENTED       NGS
 GH0612  HISTORY     - 20090528 GOOD             OKDOT
 GH0612
 GH0612                          STATION DESCRIPTION
 GH0612
 GH0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0612'6.5 KM (4.05 MI) WEST FROM MEDFORD.
 GH0612'6.5 KM (4.0 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0612'HIGHWAY 81 AT MEDFORD, 0.08 KM (0.05 MI) WEST OF A CROSSROADS,
 GH0612'17.9 METERS (58.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 35.1 METERS
 GH0612'(115 FT) WEST OF A KIM MARTIN FARM BUREAU INSURANCE SIGN POST,
 GH0612'0.61 METER (2 FT) EAST OF A POWER POLE AND 0.91 METER (3 FT) NORTH OF
 GH0612'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GH0612'5-INCH LOGO CAP.
 GH0612'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 GH0612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0612
 GH0612                          STATION RECOVERY (2009)
 GH0612
 GH0612'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0598 ***********************************************************************
 GH0598  DESIGNATION -  H 207
 GH0598  PID         -  GH0598
 GH0598  STATE/COUNTY-  OK/GARFIELD
 GH0598  COUNTRY     -  US
 GH0598  USGS QUAD   -  BISON (2018)
 GH0598
 GH0598                         *CURRENT SURVEY CONTROL
 GH0598  ______________________________________________________________________
 GH0598* NAD 83(1986) POSITION- 36 14 44.     (N) 097 53 21.     (W)   SCALED
 GH0598* NAVD 88 ORTHO HEIGHT -   382.074 (meters)     1253.52  (feet) ADJUSTED
 GH0598  ______________________________________________________________________
 GH0598  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 GH0598  DYNAMIC HEIGHT  -        381.734 (meters)     1252.41  (feet) COMP
 GH0598  MODELED GRAVITY -    979,732.0   (mgal)                       NAVD 88
 GH0598
 GH0598  VERT ORDER      -  FIRST     CLASS II
 GH0598
 GH0598.The horizontal coordinates were scaled from a map and have
 GH0598.an estimated accuracy of +/- 6 seconds.
 GH0598
 GH0598.The orthometric height was determined by differential leveling and
 GH0598.adjusted by the NATIONAL GEODETIC SURVEY
 GH0598.in June 1991.
 GH0598
 GH0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0598.GEOID18 height accuracy estimate available here.
 GH0598
 GH0598.Click photographs - Photos may exist for this station.
 GH0598
 GH0598.The dynamic height is computed by dividing the NAVD 88
 GH0598.geopotential number by the normal gravity value computed on the
 GH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0598.degrees latitude (g = 980.6199 gals.).
 GH0598
 GH0598.The modeled gravity was interpolated from observed gravity values.
 GH0598
 GH0598;                    North         East    Units  Estimated Accuracy
 GH0598;SPC OK N     -   138,200.      609,960.      MT  (+/- 180 meters Scaled)
 GH0598
 GH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF998117(NAD 83)
 GH0598
 GH0598                          SUPERSEDED SURVEY CONTROL
 GH0598
 GH0598  NGVD 29 (04/22/92)  381.897  (m)         1252.94   (f) ADJUSTED    1 2
 GH0598
 GH0598.Superseded values are not recommended for survey control.
 GH0598
 GH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0598.See file dsdata.pdf to determine how the superseded data were derived.
 GH0598
 GH0598_MARKER: F = FLANGE-ENCASED ROD
 GH0598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0598+WITH SETTING: INFORMATION.
 GH0598_STAMPING: H 207 1985
 GH0598_MARK LOGO: NGS
 GH0598_PROJECTION: FLUSH
 GH0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0598+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2018
 GH0598_ROD/PIPE-DEPTH: 2.1 meters
 GH0598
 GH0598  HISTORY     - Date     Condition        Report By
 GH0598  HISTORY     - 1985     MONUMENTED       NGS
 GH0598  HISTORY     - 20090126 GOOD             OKDOT
 GH0598  HISTORY     - 20180316 GOOD             OKDOT
 GH0598
 GH0598                          STATION DESCRIPTION
 GH0598
 GH0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0598'3.8 KM (2.35 MI) SOUTH FROM WAUKOMIS.
 GH0598'3.77 KM (2.34 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 GH0598'EUCLID STREET AT WAUKOMIS, ALSO 5.56 KM (3.5 MI) NORTH ALONG US
 GH0598'HIGHWAY 81 FROM BISON, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 GH0598'GRAVEL SECTION LINE ROAD, 49.4 METERS (162 FT) EAST OF THE NORTH BOUND
 GH0598'LANES, 11.6 METERS (38 FT) SOUTH OF THE CENTER OF THE ROAD, 20.6
 GH0598'METERS (67.5 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 GH0598'HOUSE, 4.3 METERS (14 FT) EAST-SOUTHEAST OF A T JUNCTION POWER POLE,
 GH0598'2.8 METERS (9.2 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF A WOOD
 GH0598'FENCE AND 0.9 METER (3 FT) NORTH OF THE WOOD FENCE.  ROD SET TO
 GH0598'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GH0598'LOGO CAP.
 GH0598'THE MARK IS 0.7 METERS  N FROM  A WITNESS POST
 GH0598'THE MARK IS 1.0 M ABOVE THE ROAD.
 GH0598
 GH0598                          STATION RECOVERY (2009)
 GH0598
 GH0598'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0598'RECOVERED IN GOOD CONDITION.
 GH0598
 GH0598                          STATION RECOVERY (2018)
 GH0598
 GH0598'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0598'A 16 IN TREE, 25 FT (7.6 M) TALL, HAS GROWN OVER TOP OF THE MARK, WITH
 GH0598'THE TRUNK LOCATED 1.5 FT (0.5 M) SOUTH.  IF THE TREE WERE REMOVED, THE
 GH0598'MARK COULD BECOME A VIABLE OPTION FOR OBSERVATION, AS IT APPEARS TO BE
 GH0598'UNDISTURBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1141 ***********************************************************************
 DM1141  DESIGNATION -  H 208
 DM1141  PID         -  DM1141
 DM1141  STATE/COUNTY-  OK/MCCURTAIN
 DM1141  COUNTRY     -  US
 DM1141  USGS QUAD   -  MILLERTON (2019)
 DM1141
 DM1141                         *CURRENT SURVEY CONTROL
 DM1141  ______________________________________________________________________
 DM1141* NAD 83(1986) POSITION- 33 59 31.     (N) 095 02 20.     (W)   SCALED
 DM1141* NAVD 88 ORTHO HEIGHT -   147.894 (meters)      485.22  (feet) ADJUSTED
 DM1141  ______________________________________________________________________
 DM1141  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 DM1141  DYNAMIC HEIGHT  -        147.742 (meters)      484.72  (feet) COMP
 DM1141  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 DM1141
 DM1141  VERT ORDER      -  FIRST     CLASS II
 DM1141
 DM1141.The horizontal coordinates were scaled from a map and have
 DM1141.an estimated accuracy of +/- 6 seconds.
 DM1141
 DM1141.The orthometric height was determined by differential leveling and
 DM1141.adjusted by the NATIONAL GEODETIC SURVEY
 DM1141.in June 1991.
 DM1141
 DM1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1141.GEOID18 height accuracy estimate available here.
 DM1141
 DM1141.Click photographs - Photos may exist for this station.
 DM1141
 DM1141.The dynamic height is computed by dividing the NAVD 88
 DM1141.geopotential number by the normal gravity value computed on the
 DM1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1141.degrees latitude (g = 980.6199 gals.).
 DM1141
 DM1141.The modeled gravity was interpolated from observed gravity values.
 DM1141
 DM1141;                    North         East    Units  Estimated Accuracy
 DM1141;SPC OK S     -    77,070.      873,550.      MT  (+/- 180 meters Scaled)
 DM1141
 DM1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT116631(NAD 83)
 DM1141
 DM1141                          SUPERSEDED SURVEY CONTROL
 DM1141
 DM1141.No superseded survey control is available for this station.
 DM1141
 DM1141_MARKER: I = METAL ROD
 DM1141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1141_STAMPING: H 208 1986
 DM1141_MARK LOGO: NGS
 DM1141_PROJECTION: FLUSH
 DM1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1141_ROD/PIPE-DEPTH: 5.2 meters
 DM1141
 DM1141  HISTORY     - Date     Condition        Report By
 DM1141  HISTORY     - 1986     MONUMENTED       NGS
 DM1141
 DM1141                          STATION DESCRIPTION
 DM1141
 DM1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1141'24.0 KM (14.9 MI) WEST FROM IDABEL.
 DM1141'24.0 KM (14.9 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1141'WITH U.S. HIGHWAY 259 IN IDABEL, 0.4 KM (0.25 MI) WEST OF THE
 DM1141'INTERSECTION OF STATE HIGHWAY 98, 55.8 M (183.1 FT) WEST OF THE CENTER
 DM1141'OF A DRIVEWAY LEADING NORTH TO THE HENTHORNS RESIDENCE, 26.3 M (86.3
 DM1141'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.9 M (12.8 FT)
 DM1141'EAST-SOUTHEAST OF A FIRE HYDRANT, 3.3 M (10.8 FT) WEST OF A FENCE
 DM1141'CORNER, AND 2.8 M (9.2 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 DM1141'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1141'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1141'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0791 ***********************************************************************
 EK0791  DESIGNATION -  H 209
 EK0791  PID         -  EK0791
 EK0791  STATE/COUNTY-  OK/CHOCTAW
 EK0791  COUNTRY     -  US
 EK0791  USGS QUAD   -  SOPER (2019)
 EK0791
 EK0791                         *CURRENT SURVEY CONTROL
 EK0791  ______________________________________________________________________
 EK0791* NAD 83(1986) POSITION- 34 02 26.5    (N) 095 38 13.2    (W)   HD_HELD2
 EK0791* NAVD 88 ORTHO HEIGHT -   158.323 (meters)      519.43  (feet) ADJUSTED
 EK0791  ______________________________________________________________________
 EK0791  GEOID HEIGHT    -        -29.078 (meters)                     GEOID18
 EK0791  DYNAMIC HEIGHT  -        158.153 (meters)      518.87  (feet) COMP
 EK0791  MODELED GRAVITY -    979,557.3   (mgal)                       NAVD 88
 EK0791
 EK0791  VERT ORDER      -  FIRST     CLASS II
 EK0791
 EK0791.The horizontal coordinates were established by autonomous hand held GPS
 EK0791.observations and have an estimated accuracy of +/- 10 meters.
 EK0791
 EK0791.The orthometric height was determined by differential leveling and
 EK0791.adjusted by the NATIONAL GEODETIC SURVEY
 EK0791.in June 1991.
 EK0791
 EK0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0791.GEOID18 height accuracy estimate available here.
 EK0791
 EK0791.Click photographs - Photos may exist for this station.
 EK0791
 EK0791.The dynamic height is computed by dividing the NAVD 88
 EK0791.geopotential number by the normal gravity value computed on the
 EK0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0791.degrees latitude (g = 980.6199 gals.).
 EK0791
 EK0791.The modeled gravity was interpolated from observed gravity values.
 EK0791
 EK0791;                    North         East    Units  Estimated Accuracy
 EK0791;SPC OK S     -    81,017.      818,177.      MT  (+/- 10 meters HH2 GPS)
 EK0791
 EK0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5656269805(NAD 83)
 EK0791
 EK0791                          SUPERSEDED SURVEY CONTROL
 EK0791
 EK0791.No superseded survey control is available for this station.
 EK0791
 EK0791_MARKER: I = METAL ROD
 EK0791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0791+WITH SETTING: INFORMATION.
 EK0791_STAMPING: H 209 1986
 EK0791_MARK LOGO: NGS
 EK0791_PROJECTION: FLUSH
 EK0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0791_ROD/PIPE-DEPTH: 1.9 meters
 EK0791
 EK0791  HISTORY     - Date     Condition        Report By
 EK0791  HISTORY     - 1986     MONUMENTED       NGS
 EK0791
 EK0791                          STATION DESCRIPTION
 EK0791
 EK0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0791'12.7 KM (7.9 MI) WEST FROM HUGO.
 EK0791'12.7 KM (7.9 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0791'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 14.2 M (46.6 FT) NORTH OF THE
 EK0791'CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT) WEST OF THE CENTER OF A
 EK0791'DRIVEWAY LEADING NORTH TO A HOUSE, AND 3.3 M (10.8 FT) WEST OF A FENCE
 EK0791'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0791'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0791'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0182 ***********************************************************************
 GJ0182  DESIGNATION -  H 21
 GJ0182  PID         -  GJ0182
 GJ0182  STATE/COUNTY-  OK/WOODS
 GJ0182  COUNTRY     -  US
 GJ0182  USGS QUAD   -  DACOMA (2018)
 GJ0182
 GJ0182                         *CURRENT SURVEY CONTROL
 GJ0182  ______________________________________________________________________
 GJ0182* NAD 83(1986) POSITION- 36 40 53.     (N) 098 36 18.     (W)   SCALED
 GJ0182* NAVD 88 ORTHO HEIGHT -   423.544 (meters)     1389.58  (feet) ADJUSTED
 GJ0182  ______________________________________________________________________
 GJ0182  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 GJ0182  DYNAMIC HEIGHT  -        423.168 (meters)     1388.34  (feet) COMP
 GJ0182  MODELED GRAVITY -    979,729.8   (mgal)                       NAVD 88
 GJ0182
 GJ0182  VERT ORDER      -  FIRST     CLASS II
 GJ0182
 GJ0182.The horizontal coordinates were scaled from a map and have
 GJ0182.an estimated accuracy of +/- 6 seconds.
 GJ0182
 GJ0182.The orthometric height was determined by differential leveling and
 GJ0182.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0182.in June 1991.
 GJ0182
 GJ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0182.GEOID18 height accuracy estimate available here.
 GJ0182
 GJ0182.Click photographs - Photos may exist for this station.
 GJ0182
 GJ0182.The dynamic height is computed by dividing the NAVD 88
 GJ0182.geopotential number by the normal gravity value computed on the
 GJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0182.degrees latitude (g = 980.6199 gals.).
 GJ0182
 GJ0182.The modeled gravity was interpolated from observed gravity values.
 GJ0182
 GJ0182;                    North         East    Units  Estimated Accuracy
 GJ0182;SPC OK N     -   186,730.      545,930.      MT  (+/- 180 meters Scaled)
 GJ0182
 GJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF352596(NAD 83)
 GJ0182
 GJ0182                          SUPERSEDED SURVEY CONTROL
 GJ0182
 GJ0182  NGVD 29 (04/22/92)  423.364  (m)         1388.99   (f) ADJUSTED    1 2
 GJ0182
 GJ0182.Superseded values are not recommended for survey control.
 GJ0182
 GJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0182.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0182
 GJ0182_MARKER: DD = SURVEY DISK
 GJ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0182_STAMPING: H 21 1928
 GJ0182_MARK LOGO: USGS
 GJ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0182+STABILITY: SURFACE MOTION
 GJ0182
 GJ0182  HISTORY     - Date     Condition        Report By
 GJ0182  HISTORY     - 1928     MONUMENTED       USGS
 GJ0182  HISTORY     - 1934     GOOD             CGS
 GJ0182  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0182
 GJ0182                          STATION DESCRIPTION
 GJ0182
 GJ0182'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0182'2.9 MI NW FROM DACOMA.
 GJ0182'ABOUT 2.9 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0182'FROM DACOMA, WOODS COUNTY, IN THE SE 1/4 SEC. 33, T. 26 N.,
 GJ0182'R. 13 W., 39 FEET NORTH OF A ROAD, 51 FEET SOUTH OF THE TRACK,
 GJ0182'ABOUT 30 FEET SOUTHWEST OF AN ANGLE IN A FENCE LINE, AND NEAR A
 GJ0182'POLE MARKED U.S. 1389 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GJ0182'STANDARD DISK, STAMPED H 21 1928 AND SET IN THE TOP OF A CONCRETE
 GJ0182'POST.
 GJ0182
 GJ0182                          STATION RECOVERY (1934)
 GJ0182
 GJ0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0182'RECOVERED IN GOOD CONDITION.
 GJ0182
 GJ0182                          STATION RECOVERY (1944)
 GJ0182
 GJ0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0458 ***********************************************************************
 GJ0458  DESIGNATION -  H 21 N
 GJ0458  PID         -  GJ0458
 GJ0458  STATE/COUNTY-  OK/WOODS
 GJ0458  COUNTRY     -  US
 GJ0458  USGS QUAD   -  HOPETON (2018)
 GJ0458
 GJ0458                         *CURRENT SURVEY CONTROL
 GJ0458  ______________________________________________________________________
 GJ0458* NAD 83(1986) POSITION- 36 41 19.     (N) 098 37 41.     (W)   SCALED
 GJ0458* NAVD 88 ORTHO HEIGHT -   425.785 (meters)     1396.93  (feet) ADJUSTED
 GJ0458  ______________________________________________________________________
 GJ0458  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 GJ0458  DYNAMIC HEIGHT  -        425.406 (meters)     1395.69  (feet) COMP
 GJ0458  MODELED GRAVITY -    979,728.2   (mgal)                       NAVD 88
 GJ0458
 GJ0458  VERT ORDER      -  FIRST     CLASS II
 GJ0458
 GJ0458.The horizontal coordinates were scaled from a map and have
 GJ0458.an estimated accuracy of +/- 6 seconds.
 GJ0458
 GJ0458.The orthometric height was determined by differential leveling and
 GJ0458.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0458.in June 1991.
 GJ0458
 GJ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0458.GEOID18 height accuracy estimate available here.
 GJ0458
 GJ0458.Click photographs - Photos may exist for this station.
 GJ0458
 GJ0458.The dynamic height is computed by dividing the NAVD 88
 GJ0458.geopotential number by the normal gravity value computed on the
 GJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0458.degrees latitude (g = 980.6199 gals.).
 GJ0458
 GJ0458.The modeled gravity was interpolated from observed gravity values.
 GJ0458
 GJ0458;                    North         East    Units  Estimated Accuracy
 GJ0458;SPC OK N     -   187,540.      543,870.      MT  (+/- 180 meters Scaled)
 GJ0458
 GJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF332603(NAD 83)
 GJ0458
 GJ0458                          SUPERSEDED SURVEY CONTROL
 GJ0458
 GJ0458  NGVD 29 (04/22/92)  425.602  (m)         1396.33   (f) ADJUSTED    1 2
 GJ0458
 GJ0458.Superseded values are not recommended for survey control.
 GJ0458
 GJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0458.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0458
 GJ0458_MARKER: B = BOLT
 GJ0458_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GJ0458_SP_SET: IN GUARD RAIL OF TRESTLE
 GJ0458_MARK LOGO: NONE
 GJ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0458
 GJ0458  HISTORY     - Date     Condition        Report By
 GJ0458  HISTORY     - 1928     MONUMENTED       USGS
 GJ0458
 GJ0458                          STATION DESCRIPTION
 GJ0458
 GJ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0458'6.9 KM (4.30 MI) NW FROM DACOMA.
 GJ0458'DACOMA, 4.26 MILES NORTHWEST OF, T. 26 N., R. 13 W., SOUTHWEST 1/4
 GJ0458'SECTION 32, 5 FEET NORTH OF TRACK AND 110 FEET EAST OF ROAD CROSSING,
 GJ0458'IN EAST END OF NORTH GUARD RAIL OF TRESTLE, TOP OF IRON BOLT PAINTED
 GJ0458'WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0958 ***********************************************************************
 DN0958  DESIGNATION -  H 210
 DN0958  PID         -  DN0958
 DN0958  STATE/COUNTY-  OK/BRYAN
 DN0958  COUNTRY     -  US
 DN0958  USGS QUAD   -  DURANT SOUTH (2018)
 DN0958
 DN0958                         *CURRENT SURVEY CONTROL
 DN0958  ______________________________________________________________________
 DN0958* NAD 83(1986) POSITION- 33 58 48.     (N) 096 23 20.     (W)   SCALED
 DN0958* NAVD 88 ORTHO HEIGHT -   197.149 (meters)      646.81  (feet) ADJUSTED
 DN0958  ______________________________________________________________________
 DN0958  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DN0958  DYNAMIC HEIGHT  -        196.943 (meters)      646.14  (feet) COMP
 DN0958  MODELED GRAVITY -    979,590.3   (mgal)                       NAVD 88
 DN0958
 DN0958  VERT ORDER      -  FIRST     CLASS II
 DN0958
 DN0958.The horizontal coordinates were scaled from a map and have
 DN0958.an estimated accuracy of +/- 6 seconds.
 DN0958
 DN0958.The orthometric height was determined by differential leveling and
 DN0958.adjusted by the NATIONAL GEODETIC SURVEY
 DN0958.in June 1991.
 DN0958
 DN0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0958.GEOID18 height accuracy estimate available here.
 DN0958
 DN0958.Click photographs - Photos may exist for this station.
 DN0958
 DN0958.The dynamic height is computed by dividing the NAVD 88
 DN0958.geopotential number by the normal gravity value computed on the
 DN0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0958.degrees latitude (g = 980.6199 gals.).
 DN0958
 DN0958.The modeled gravity was interpolated from observed gravity values.
 DN0958
 DN0958;                    North         East    Units  Estimated Accuracy
 DN0958;SPC OK S     -    72,920.      748,870.      MT  (+/- 180 meters Scaled)
 DN0958
 DN0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC412630(NAD 83)
 DN0958
 DN0958                          SUPERSEDED SURVEY CONTROL
 DN0958
 DN0958.No superseded survey control is available for this station.
 DN0958
 DN0958_MARKER: I = METAL ROD
 DN0958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0958_STAMPING: H 210 1986
 DN0958_MARK LOGO: NGS
 DN0958_PROJECTION: FLUSH
 DN0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0958_ROD/PIPE-DEPTH: 4.9 meters
 DN0958
 DN0958  HISTORY     - Date     Condition        Report By
 DN0958  HISTORY     - 1986     MONUMENTED       NGS
 DN0958
 DN0958                          STATION DESCRIPTION
 DN0958
 DN0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0958'1.5 KM (0.95 MI) SW FROM DURANT.
 DN0958'1.5 KM (0.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0958'FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, 16.9 M (55.4 FT)
 DN0958'EAST OF CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) SOUTH OF THE CENTER
 DN0958'OF A GRAVELED ROAD, 3.2 M (10.5 FT) NORTHEAST OF A FIRE HYDRANT, AND
 DN0958'0.4 M (1.3 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 DN0958'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0958'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DN0958'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0670 ***********************************************************************
 EL0670  DESIGNATION -  H 211
 EL0670  PID         -  EL0670
 EL0670  STATE/COUNTY-  OK/STEPHENS
 EL0670  COUNTRY     -  US
 EL0670  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0670
 EL0670                         *CURRENT SURVEY CONTROL
 EL0670  ______________________________________________________________________
 EL0670* NAD 83(1986) POSITION- 34 32 11.27   (N) 097 58 01.58   (W)   HD_HELD1
 EL0670* NAVD 88 ORTHO HEIGHT -   370.459 (meters)     1215.41  (feet) ADJUSTED
 EL0670  ______________________________________________________________________
 EL0670  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 EL0670  DYNAMIC HEIGHT  -        370.075 (meters)     1214.15  (feet) COMP
 EL0670  MODELED GRAVITY -    979,588.0   (mgal)                       NAVD 88
 EL0670
 EL0670  VERT ORDER      -  FIRST     CLASS II
 EL0670
 EL0670.The horizontal coordinates were determined by differentially corrected
 EL0670.hand held GPS observations or other comparable positioning techniques
 EL0670.and have an estimated accuracy of +/- 3 meters.
 EL0670
 EL0670.The orthometric height was determined by differential leveling and
 EL0670.adjusted by the NATIONAL GEODETIC SURVEY
 EL0670.in June 1991.
 EL0670
 EL0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0670.GEOID18 height accuracy estimate available here.
 EL0670
 EL0670.Click photographs - Photos may exist for this station.
 EL0670
 EL0670.The dynamic height is computed by dividing the NAVD 88
 EL0670.geopotential number by the normal gravity value computed on the
 EL0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0670.degrees latitude (g = 980.6199 gals.).
 EL0670
 EL0670.The modeled gravity was interpolated from observed gravity values.
 EL0670
 EL0670;                    North         East    Units  Estimated Accuracy
 EL0670;SPC OK S     -   133,455.6     603,019.5     MT  (+/- 3 meters HH1 GPS) 
 EL0670
 EL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9478322125(NAD 83)
 EL0670
 EL0670                          SUPERSEDED SURVEY CONTROL
 EL0670
 EL0670.No superseded survey control is available for this station.
 EL0670
 EL0670_MARKER: I = METAL ROD
 EL0670_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0670+WITH SETTING: INFORMATION.
 EL0670_STAMPING: H 211 1986
 EL0670_MARK LOGO: NGS
 EL0670_PROJECTION: FLUSH
 EL0670_MAGNETIC: I = MARKER IS A STEEL ROD
 EL0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0670+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1994
 EL0670_ROD/PIPE-DEPTH: 2.3 meters
 EL0670
 EL0670  HISTORY     - Date     Condition        Report By
 EL0670  HISTORY     - 1986     MONUMENTED       NGS
 EL0670  HISTORY     - 19940225 GOOD             NGS
 EL0670
 EL0670                          STATION DESCRIPTION
 EL0670
 EL0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0670'IN DUNCAN.
 EL0670'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EL0670'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND PLATO ROAD, 31.7
 EL0670'M (104.0 FT) NORTH OF THE CENTER OF THE ROAD, 12.8 M (42.0 FT) WEST OF
 EL0670'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 6.3 M (20.7
 EL0670'FT) EAST OF THE CENTER OF A GRAVELED DRIVEWAY, AND 0.7 M (2.3 FT)
 EL0670'NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EL0670'5-INCH LOGO CAP.
 EL0670'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 EL0670
 EL0670                          STATION RECOVERY (1994)
 EL0670
 EL0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0670'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND PLATO ROAD, A
 EL0670'METAL ROD DRIVEN 2.3 METERS AND FLUSH WITH THE GROUND, 31.7
 EL0670'M (104.0 FT) NORTH OF THE ROAD CENTERLINE, 12.8 M (42.0 FT) WEST OF
 EL0670'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.3 M
 EL0670'(20.7 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) NORTH
 EL0670'OF UTILITY POLE NUMBER 0157-19-9902 WITH A TRANSFORMER, 0.6 M
 EL0670'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF
 EL0670'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EL0670'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0631 ***********************************************************************
 EL0631  DESIGNATION -  H 212
 EL0631  PID         -  EL0631
 EL0631  STATE/COUNTY-  OK/BRYAN
 EL0631  COUNTRY     -  US
 EL0631  USGS QUAD   -  BOKCHITO (2018)
 EL0631
 EL0631                         *CURRENT SURVEY CONTROL
 EL0631  ______________________________________________________________________
 EL0631* NAD 83(1986) POSITION- 34 00 15.     (N) 096 11 45.     (W)   SCALED
 EL0631* NAVD 88 ORTHO HEIGHT -   166.649 (meters)      546.75  (feet) ADJUSTED
 EL0631  ______________________________________________________________________
 EL0631  GEOID HEIGHT    -        -26.841 (meters)                     GEOID18
 EL0631  DYNAMIC HEIGHT  -        166.479 (meters)      546.19  (feet) COMP
 EL0631  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 EL0631
 EL0631  VERT ORDER      -  FIRST     CLASS II
 EL0631
 EL0631.The horizontal coordinates were scaled from a map and have
 EL0631.an estimated accuracy of +/- 6 seconds.
 EL0631
 EL0631.The orthometric height was determined by differential leveling and
 EL0631.adjusted by the NATIONAL GEODETIC SURVEY
 EL0631.in June 1991.
 EL0631
 EL0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0631.GEOID18 height accuracy estimate available here.
 EL0631
 EL0631.Click photographs - Photos may exist for this station.
 EL0631
 EL0631.The dynamic height is computed by dividing the NAVD 88
 EL0631.geopotential number by the normal gravity value computed on the
 EL0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0631.degrees latitude (g = 980.6199 gals.).
 EL0631
 EL0631.The modeled gravity was interpolated from observed gravity values.
 EL0631
 EL0631;                    North         East    Units  Estimated Accuracy
 EL0631;SPC OK S     -    75,900.      766,660.      MT  (+/- 180 meters Scaled)
 EL0631
 EL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC589661(NAD 83)
 EL0631
 EL0631                          SUPERSEDED SURVEY CONTROL
 EL0631
 EL0631.No superseded survey control is available for this station.
 EL0631
 EL0631_MARKER: I = METAL ROD
 EL0631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0631+WITH SETTING: INFORMATION.
 EL0631_STAMPING: H 212 1986
 EL0631_MARK LOGO: NGS
 EL0631_PROJECTION: FLUSH
 EL0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0631_ROD/PIPE-DEPTH: 1.2 meters
 EL0631
 EL0631  HISTORY     - Date     Condition        Report By
 EL0631  HISTORY     - 1986     MONUMENTED       NGS
 EL0631
 EL0631                          STATION DESCRIPTION
 EL0631
 EL0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0631'18.2 KM (11.3 MI) EAST FROM DURANT.
 EL0631'18.2 KM (11.3 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0631'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 0.3 KM (0.2 MI) WEST OF
 EL0631'A HIGHWAY BRIDGE SPANNING CADDO CREEK, 14.1 M (46.3 FT) SOUTH OF THE
 EL0631'CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) EAST OF UTILITY POLE
 EL0631'NUMBER 114.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EL0631'CAP.
 EL0631'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 EL0631'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0638 ***********************************************************************
 EL0638  DESIGNATION -  H 213
 EL0638  PID         -  EL0638
 EL0638  STATE/COUNTY-  OK/JEFFERSON
 EL0638  COUNTRY     -  US
 EL0638  USGS QUAD   -  RYAN (2019)
 EL0638
 EL0638                         *CURRENT SURVEY CONTROL
 EL0638  ______________________________________________________________________
 EL0638* NAD 83(1986) POSITION- 34 04 32.     (N) 097 57 33.     (W)   SCALED
 EL0638* NAVD 88 ORTHO HEIGHT -   274.217 (meters)      899.66  (feet) ADJUSTED
 EL0638  ______________________________________________________________________
 EL0638  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 EL0638  DYNAMIC HEIGHT  -        273.935 (meters)      898.74  (feet) COMP
 EL0638  MODELED GRAVITY -    979,598.8   (mgal)                       NAVD 88
 EL0638
 EL0638  VERT ORDER      -  FIRST     CLASS II
 EL0638
 EL0638.The horizontal coordinates were scaled from a map and have
 EL0638.an estimated accuracy of +/- 6 seconds.
 EL0638
 EL0638.The orthometric height was determined by differential leveling and
 EL0638.adjusted by the NATIONAL GEODETIC SURVEY
 EL0638.in June 1991.
 EL0638
 EL0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0638.GEOID18 height accuracy estimate available here.
 EL0638
 EL0638.Click photographs - Photos may exist for this station.
 EL0638
 EL0638.The dynamic height is computed by dividing the NAVD 88
 EL0638.geopotential number by the normal gravity value computed on the
 EL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0638.degrees latitude (g = 980.6199 gals.).
 EL0638
 EL0638.The modeled gravity was interpolated from observed gravity values.
 EL0638
 EL0638;                    North         East    Units  Estimated Accuracy
 EL0638;SPC OK S     -    82,330.      603,770.      MT  (+/- 180 meters Scaled)
 EL0638
 EL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC960710(NAD 83)
 EL0638
 EL0638                          SUPERSEDED SURVEY CONTROL
 EL0638
 EL0638.No superseded survey control is available for this station.
 EL0638
 EL0638_MARKER: I = METAL ROD
 EL0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0638_STAMPING: H 213 1986
 EL0638_MARK LOGO: NGS
 EL0638_PROJECTION: PROJECTING 3 CENTIMETERS
 EL0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0638_ROD/PIPE-DEPTH: 3.7 meters
 EL0638
 EL0638  HISTORY     - Date     Condition        Report By
 EL0638  HISTORY     - 1986     MONUMENTED       NGS
 EL0638
 EL0638                          STATION DESCRIPTION
 EL0638
 EL0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0638'9.9 KM (6.15 MI) SOUTH FROM WAURIKA.
 EL0638'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0638'WITH U.S. HIGHWAY 70 IN WAURIKA, 0.4 KM (0.25 MI) NORTH OF THE
 EL0638'INTERSECTION OF A DIRT CROSSROAD, 23.8 M (78.1 FT) WEST OF THE
 EL0638'CENTERLINE OF THE HIGHWAY, AND 1.9 M (6.2 FT) NORTHEAST OF A UTILITY
 EL0638'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0638'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0638'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0697 ***********************************************************************
 EL0697  DESIGNATION -  H 214
 EL0697  PID         -  EL0697
 EL0697  STATE/COUNTY-  OK/GRADY
 EL0697  COUNTRY     -  US
 EL0697  USGS QUAD   -  NINNEKAH (2018)
 EL0697
 EL0697                         *CURRENT SURVEY CONTROL
 EL0697  ______________________________________________________________________
 EL0697* NAD 83(1986) POSITION- 34 58 31.     (N) 097 57 08.     (W)   SCALED
 EL0697* NAVD 88 ORTHO HEIGHT -   363.861 (meters)     1193.77  (feet) ADJUSTED
 EL0697  ______________________________________________________________________
 EL0697  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 EL0697  DYNAMIC HEIGHT  -        363.502 (meters)     1192.59  (feet) COMP
 EL0697  MODELED GRAVITY -    979,637.7   (mgal)                       NAVD 88
 EL0697
 EL0697  VERT ORDER      -  FIRST     CLASS II
 EL0697
 EL0697.The horizontal coordinates were scaled from a map and have
 EL0697.an estimated accuracy of +/- 6 seconds.
 EL0697
 EL0697.The orthometric height was determined by differential leveling and
 EL0697.adjusted by the NATIONAL GEODETIC SURVEY
 EL0697.in June 1991.
 EL0697
 EL0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0697.GEOID18 height accuracy estimate available here.
 EL0697
 EL0697.Click photographs - Photos may exist for this station.
 EL0697
 EL0697.The dynamic height is computed by dividing the NAVD 88
 EL0697.geopotential number by the normal gravity value computed on the
 EL0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0697.degrees latitude (g = 980.6199 gals.).
 EL0697
 EL0697.The modeled gravity was interpolated from observed gravity values.
 EL0697
 EL0697;                    North         East    Units  Estimated Accuracy
 EL0697;SPC OK S     -   182,130.      604,360.      MT  (+/- 180 meters Scaled)
 EL0697
 EL0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956708(NAD 83)
 EL0697
 EL0697                          SUPERSEDED SURVEY CONTROL
 EL0697
 EL0697.No superseded survey control is available for this station.
 EL0697
 EL0697_MARKER: I = METAL ROD
 EL0697_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0697+WITH SETTING: INFORMATION.
 EL0697_STAMPING: H 214 1986
 EL0697_MARK LOGO: NGS
 EL0697_PROJECTION: FLUSH
 EL0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0697_ROD/PIPE-DEPTH: 2.4 meters
 EL0697
 EL0697  HISTORY     - Date     Condition        Report By
 EL0697  HISTORY     - 1986     MONUMENTED       NGS
 EL0697
 EL0697                          STATION DESCRIPTION
 EL0697
 EL0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0697'9.3 KM (5.8 MI) SOUTH FROM CHICKASHA.
 EL0697'9.3 KM (5.8 FT) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0697'BUILDING IN CHICKASHA, 20.4 M (66.9 FT) EAST OF THE CENTERLINE OF THE
 EL0697'NORTH BOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTH OF A GUY WIRE
 EL0697'ANCHOR, AND 1.8 M (5.9 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO
 EL0697'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0697'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0697'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0805 ***********************************************************************
 FJ0805  DESIGNATION -  H 215
 FJ0805  PID         -  FJ0805
 FJ0805  STATE/COUNTY-  OK/CANADIAN
 FJ0805  COUNTRY     -  US
 FJ0805  USGS QUAD   -  UNION CITY (2018)
 FJ0805
 FJ0805                         *CURRENT SURVEY CONTROL
 FJ0805  ______________________________________________________________________
 FJ0805* NAD 83(1986) POSITION- 35 25 14.     (N) 097 57 19.     (W)   SCALED
 FJ0805* NAVD 88 ORTHO HEIGHT -   413.224 (meters)     1355.72  (feet) ADJUSTED
 FJ0805  ______________________________________________________________________
 FJ0805  GEOID HEIGHT    -        -27.049 (meters)                     GEOID18
 FJ0805  DYNAMIC HEIGHT  -        412.816 (meters)     1354.38  (feet) COMP
 FJ0805  MODELED GRAVITY -    979,633.2   (mgal)                       NAVD 88
 FJ0805
 FJ0805  VERT ORDER      -  FIRST     CLASS II
 FJ0805
 FJ0805.The horizontal coordinates were scaled from a map and have
 FJ0805.an estimated accuracy of +/- 6 seconds.
 FJ0805
 FJ0805.The orthometric height was determined by differential leveling and
 FJ0805.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0805.in June 1991.
 FJ0805
 FJ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0805.GEOID18 height accuracy estimate available here.
 FJ0805
 FJ0805.Click photographs - Photos may exist for this station.
 FJ0805
 FJ0805.The dynamic height is computed by dividing the NAVD 88
 FJ0805.geopotential number by the normal gravity value computed on the
 FJ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0805.degrees latitude (g = 980.6199 gals.).
 FJ0805
 FJ0805.The modeled gravity was interpolated from observed gravity values.
 FJ0805
 FJ0805;                    North         East    Units  Estimated Accuracy
 FJ0805;SPC OK N     -    46,660.      604,060.      MT  (+/- 180 meters Scaled)
 FJ0805
 FJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE948201(NAD 83)
 FJ0805
 FJ0805                          SUPERSEDED SURVEY CONTROL
 FJ0805
 FJ0805.No superseded survey control is available for this station.
 FJ0805
 FJ0805_MARKER: I = METAL ROD
 FJ0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0805_STAMPING: H 215 1986
 FJ0805_MARK LOGO: NGS
 FJ0805_PROJECTION: FLUSH
 FJ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0805_ROD/PIPE-DEPTH: 5.3 meters
 FJ0805
 FJ0805  HISTORY     - Date     Condition        Report By
 FJ0805  HISTORY     - 1986     MONUMENTED       NGS
 FJ0805
 FJ0805                          STATION DESCRIPTION
 FJ0805
 FJ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0805'9.5 KM (5.9 MI) SOUTH FROM EL RENO.
 FJ0805'9.0 KM (5.6 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0805'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, THENCE 0.5 KM
 FJ0805'(0.3 MI) WEST ALONG A GRAVELED ROAD, 12.3 M (40.4 FT) WEST OF THE
 FJ0805'CENTER OF A GRAVELED ROAD, 9.2 M (30.2 FT) SOUTH OF THE CENTER OF THE
 FJ0805'ROAD, AND 0.9 M (3.0 FT) WEST-SOUTHWEST OF A UTILITY LINE GUY POLE.
 FJ0805'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0805'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 FJ0805'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1396 ***********************************************************************
 FJ1396  DESIGNATION -  H 216
 FJ1396  PID         -  FJ1396
 FJ1396  STATE/COUNTY-  OK/OKLAHOMA
 FJ1396  COUNTRY     -  US
 FJ1396  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1396
 FJ1396                         *CURRENT SURVEY CONTROL
 FJ1396  ______________________________________________________________________
 FJ1396* NAD 83(1986) POSITION- 35 23 28.5    (N) 097 29 15.0    (W)   HD_HELD2
 FJ1396* NAVD 88 ORTHO HEIGHT -   394.204 (meters)     1293.32  (feet) ADJUSTED
 FJ1396  ______________________________________________________________________
 FJ1396  GEOID HEIGHT    -        -26.844 (meters)                     GEOID18
 FJ1396  DYNAMIC HEIGHT  -        393.825 (meters)     1292.07  (feet) COMP
 FJ1396  MODELED GRAVITY -    979,660.0   (mgal)                       NAVD 88
 FJ1396
 FJ1396  VERT ORDER      -  FIRST     CLASS II
 FJ1396
 FJ1396.The horizontal coordinates were established by autonomous hand held GPS
 FJ1396.observations and have an estimated accuracy of +/- 10 meters.
 FJ1396
 FJ1396.The orthometric height was determined by differential leveling and
 FJ1396.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1396.in August 1994.
 FJ1396
 FJ1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1396.GEOID18 height accuracy estimate available here.
 FJ1396
 FJ1396.Click photographs - Photos may exist for this station.
 FJ1396
 FJ1396.The dynamic height is computed by dividing the NAVD 88
 FJ1396.geopotential number by the normal gravity value computed on the
 FJ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1396.degrees latitude (g = 980.6199 gals.).
 FJ1396
 FJ1396.The modeled gravity was interpolated from observed gravity values.
 FJ1396
 FJ1396;                    North         East    Units  Estimated Accuracy
 FJ1396;SPC OK N     -    43,534.      646,563.      MT  (+/- 10 meters HH2 GPS)
 FJ1396
 FJ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3736317482(NAD 83)
 FJ1396
 FJ1396                          SUPERSEDED SURVEY CONTROL
 FJ1396
 FJ1396.No superseded survey control is available for this station.
 FJ1396
 FJ1396_MARKER: DV = VERTICAL CONTROL DISK
 FJ1396_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ1396_SP_SET: ABUTMENT
 FJ1396_STAMPING: H 216 1994
 FJ1396_MARK LOGO: NGS
 FJ1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1396+STABILITY: POSITION/ELEVATION WELL
 FJ1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1396+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 FJ1396
 FJ1396  HISTORY     - Date     Condition        Report By
 FJ1396  HISTORY     - 1994     MONUMENTED       NGS
 FJ1396  HISTORY     - 20061016 GOOD             AIRDAT
 FJ1396
 FJ1396                          STATION DESCRIPTION
 FJ1396
 FJ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1396'IN OKLAHOMA CITY, AT THE INTERSECTION OF POLE ROAD AND INTERSTATE
 FJ1396'HIGHWAY 240, SET VERTICALLY IN THE EAST FACE OF THE SOUTH CONCRETE
 FJ1396'ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY, 19.1 M (62.7 FT) SOUTH
 FJ1396'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 7.4 M
 FJ1396'(24.3 FT) EAST OF THE CENTER THE NORTHBOUND LANES OF THE ROAD, 2.0 M
 FJ1396'(6.6 FT) BELOW THE LEVEL OF THE ROAD, 1.0 M (3.3 FT) ABOVE THE GROUND
 FJ1396'SURFACE, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH EDGE OF THE ABUTMENT.
 FJ1396
 FJ1396                          STATION RECOVERY (2006)
 FJ1396
 FJ1396'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ1396'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0781 ***********************************************************************
 GJ0781  DESIGNATION -  H 217
 GJ0781  PID         -  GJ0781
 GJ0781  STATE/COUNTY-  OK/ELLIS
 GJ0781  COUNTRY     -  US
 GJ0781  USGS QUAD   -  ARNETT SE (2018)
 GJ0781
 GJ0781                         *CURRENT SURVEY CONTROL
 GJ0781  ______________________________________________________________________
 GJ0781* NAD 83(1986) POSITION- 36 05 09.     (N) 099 45 27.     (W)   SCALED
 GJ0781* NAVD 88 ORTHO HEIGHT -   736.362 (meters)     2415.88  (feet) ADJUSTED
 GJ0781  ______________________________________________________________________
 GJ0781  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 GJ0781  DYNAMIC HEIGHT  -        735.602 (meters)     2413.39  (feet) COMP
 GJ0781  MODELED GRAVITY -    979,576.5   (mgal)                       NAVD 88
 GJ0781
 GJ0781  VERT ORDER      -  FIRST     CLASS II
 GJ0781
 GJ0781.The horizontal coordinates were scaled from a map and have
 GJ0781.an estimated accuracy of +/- 6 seconds.
 GJ0781
 GJ0781.The orthometric height was determined by differential leveling and
 GJ0781.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0781.in August 1994.
 GJ0781
 GJ0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0781.GEOID18 height accuracy estimate available here.
 GJ0781
 GJ0781.Click photographs - Photos may exist for this station.
 GJ0781
 GJ0781.The dynamic height is computed by dividing the NAVD 88
 GJ0781.geopotential number by the normal gravity value computed on the
 GJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0781.degrees latitude (g = 980.6199 gals.).
 GJ0781
 GJ0781.The modeled gravity was interpolated from observed gravity values.
 GJ0781
 GJ0781;                    North         East    Units  Estimated Accuracy
 GJ0781;SPC OK N     -   121,910.      441,730.      MT  (+/- 180 meters Scaled)
 GJ0781
 GJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME318937(NAD 83)
 GJ0781
 GJ0781                          SUPERSEDED SURVEY CONTROL
 GJ0781
 GJ0781.No superseded survey control is available for this station.
 GJ0781
 GJ0781_MARKER: I = METAL ROD
 GJ0781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0781_STAMPING: H 217 1994
 GJ0781_MARK LOGO: NGS
 GJ0781_PROJECTION: FLUSH
 GJ0781_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0781+SATELLITE: SATELLITE OBSERVATIONS - 1994
 GJ0781_ROD/PIPE-DEPTH: 20.7 meters
 GJ0781
 GJ0781  HISTORY     - Date     Condition        Report By
 GJ0781  HISTORY     - 1994     MONUMENTED       NGS
 GJ0781
 GJ0781                          STATION DESCRIPTION
 GJ0781
 GJ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GJ0781'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0781'ARNETT, THENCE 5.6 KM (3.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 283,
 GJ0781'30.1 M (98.8 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 19.5 M
 GJ0781'(64.0 FT) SOUTH OF A FENCE CORNER, 17.5 M (57.4 FT) WEST OF THE
 GJ0781'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 GJ0781'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 GJ0781'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1483 ***********************************************************************
 DM1483  DESIGNATION -  H 218
 DM1483  PID         -  DM1483
 DM1483  STATE/COUNTY-  OK/MCCURTAIN
 DM1483  COUNTRY     -  US
 DM1483  USGS QUAD   -  HAWORTH (2019)
 DM1483
 DM1483                         *CURRENT SURVEY CONTROL
 DM1483  ______________________________________________________________________
 DM1483* NAD 83(1986) POSITION- 33 45 59.     (N) 094 40 38.     (W)   SCALED
 DM1483* NAVD 88 ORTHO HEIGHT -   113.813 (meters)      373.40  (feet) ADJUSTED
 DM1483  ______________________________________________________________________
 DM1483  GEOID HEIGHT    -        -27.278 (meters)                     GEOID18
 DM1483  DYNAMIC HEIGHT  -        113.696 (meters)      373.02  (feet) COMP
 DM1483  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 DM1483
 DM1483  VERT ORDER      -  FIRST     CLASS II
 DM1483
 DM1483.The horizontal coordinates were scaled from a map and have
 DM1483.an estimated accuracy of +/- 6 seconds.
 DM1483
 DM1483.The orthometric height was determined by differential leveling and
 DM1483.adjusted by the NATIONAL GEODETIC SURVEY
 DM1483.in August 1994.
 DM1483
 DM1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1483.GEOID18 height accuracy estimate available here.
 DM1483
 DM1483.Click photographs - Photos may exist for this station.
 DM1483
 DM1483.The dynamic height is computed by dividing the NAVD 88
 DM1483.geopotential number by the normal gravity value computed on the
 DM1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1483.degrees latitude (g = 980.6199 gals.).
 DM1483
 DM1483.The modeled gravity was interpolated from observed gravity values.
 DM1483
 DM1483;                    North         East    Units  Estimated Accuracy
 DM1483;SPC OK S     -    53,100.      907,770.      MT  (+/- 180 meters Scaled)
 DM1483
 DM1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT446375(NAD 83)
 DM1483
 DM1483                          SUPERSEDED SURVEY CONTROL
 DM1483
 DM1483.No superseded survey control is available for this station.
 DM1483
 DM1483_MARKER: I = METAL ROD
 DM1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1483_STAMPING: H 218 1994
 DM1483_MARK LOGO: NGS
 DM1483_PROJECTION: FLUSH
 DM1483_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1483+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DM1483_ROD/PIPE-DEPTH: 8.6 meters
 DM1483
 DM1483  HISTORY     - Date     Condition        Report By
 DM1483  HISTORY     - 1994     MONUMENTED       NGS
 DM1483
 DM1483                          STATION DESCRIPTION
 DM1483
 DM1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 DM1483'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1483'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 6.5 KM (4.05 MI) SOUTHERLY
 DM1483'ALONG A PAVED ROAD, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG A PAVED
 DM1483'ROAD, 25.1 M (82.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 19.5 M
 DM1483'(64.0 FT) NORTHWEST OF THE ROAD CENTER, 7.8 M (25.6 FT) NORTH OF THE
 DM1483'CENTER OF A GRAVELED ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 DM1483'ROADS, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 DM1483'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1268 ***********************************************************************
 FH1268  DESIGNATION -  H 219
 FH1268  PID         -  FH1268
 FH1268  STATE/COUNTY-  OK/TULSA
 FH1268  COUNTRY     -  US
 FH1268  USGS QUAD   -  LEONARD (2018)
 FH1268
 FH1268                         *CURRENT SURVEY CONTROL
 FH1268  ______________________________________________________________________
 FH1268* NAD 83(2011) POSITION- 35 54 57.14941(N) 095 51 04.03497(W)   ADJUSTED
 FH1268* NAD 83(2011) ELLIP HT-   153.608 (meters)        (01/04/23)   ADJUSTED
 FH1268* NAD 83(2011) EPOCH   -  2010.00
 FH1268* NAVD 88 ORTHO HEIGHT -   182.705 (meters)      599.42  (feet) ADJUSTED
 FH1268  ______________________________________________________________________
 FH1268  GEOID HEIGHT    -        -29.125 (meters)                     GEOID18
 FH1268  NAD 83(2011) X  -   -527,213.589 (meters)                     COMP
 FH1268  NAD 83(2011) Y  - -5,144,660.951 (meters)                     COMP
 FH1268  NAD 83(2011) Z  -  3,720,726.086 (meters)                     COMP
 FH1268  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 FH1268  DYNAMIC HEIGHT  -        182.540 (meters)      598.88  (feet) COMP
 FH1268  MODELED GRAVITY -    979,729.8   (mgal)                       NAVD 88
 FH1268
 FH1268  VERT ORDER      -  FIRST     CLASS II
 FH1268
 FH1268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1268  Standards:
 FH1268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1268  -------------------------------------------------------------------
 FH1268  NETWORK    0.87   1.39           0.40   0.30   0.71      0.08866937
 FH1268  -------------------------------------------------------------------
 FH1268  Click here for local accuracies and other accuracy information.
 FH1268
 FH1268.The horizontal coordinates were established by GPS observations
 FH1268.and adjusted by the OK DEPT OF TRANSP in January 2023.
 FH1268
 FH1268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1268.been affixed to the stable North American tectonic plate. See 
 FH1268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1268
 FH1268.The horizontal coordinates are valid at the epoch date displayed above
 FH1268.which is a decimal equivalence of Year/Month/Day.
 FH1268
 FH1268.The orthometric height was determined by differential leveling and
 FH1268.adjusted by the NATIONAL GEODETIC SURVEY
 FH1268.in August 1994.
 FH1268
 FH1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1268.GEOID18 height accuracy estimate available here.
 FH1268
 FH1268.Click photographs - Photos may exist for this station.
 FH1268
 FH1268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1268
 FH1268.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1268
 FH1268.The ellipsoidal height was determined by GPS observations
 FH1268.and is referenced to NAD 83.
 FH1268
 FH1268.The dynamic height is computed by dividing the NAVD 88
 FH1268.geopotential number by the normal gravity value computed on the
 FH1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1268.degrees latitude (g = 980.6199 gals.).
 FH1268
 FH1268.The modeled gravity was interpolated from observed gravity values.
 FH1268
 FH1268. The following values were computed from the NAD 83(2011) position.
 FH1268
 FH1268;                    North         East     Units Scale Factor Converg.
 FH1268;SPC OK N     -   103,764.925   793,931.874   MT  0.99995500   +1 16 05.4
 FH1268;SPC OK N     -   340,435.42  2,604,758.16   sFT  0.99995500   +1 16 05.4
 FH1268;UTM  15      - 3,978,374.471   242,729.236   MT  1.00041566   -1 40 24.2
 FH1268
 FH1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1268!SPC OK N     -   0.99997589  x   0.99995500  =   0.99993089
 FH1268!UTM  15      -   0.99997589  x   1.00041566  =   1.00039154
 FH1268
 FH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4272978374(NAD 83)
 FH1268
 FH1268                          SUPERSEDED SURVEY CONTROL
 FH1268
 FH1268.No superseded survey control is available for this station.
 FH1268
 FH1268_MARKER: F = FLANGE-ENCASED ROD
 FH1268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1268_STAMPING: H 219 1994
 FH1268_MARK LOGO: NGS
 FH1268_PROJECTION: FLUSH
 FH1268_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1268+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FH1268_ROD/PIPE-DEPTH: 9.2 meters
 FH1268
 FH1268  HISTORY     - Date     Condition        Report By
 FH1268  HISTORY     - 1994     MONUMENTED       NGS
 FH1268  HISTORY     - 20221010 GOOD             OKDOT
 FH1268
 FH1268                          STATION DESCRIPTION
 FH1268
 FH1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1268'6.3 KM (3.90 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1268'IN LEONARD, 23.0 M (75.5 FT) WEST OF THE CENTER OF SOUTH GARNETT
 FH1268'STREET, 20.1 M (65.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.5 M
 FH1268'(4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT)
 FH1268'EAST-SOUTHEAST OF A UTILITY POLE, AND 0.4 M (1.3 FT) SOUTH OF A
 FH1268'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FH1268'LOGO CAP.
 FH1268
 FH1268                          STATION RECOVERY (2022)
 FH1268
 FH1268'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH1268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0183 ***********************************************************************
 GJ0183  DESIGNATION -  H 22
 GJ0183  PID         -  GJ0183
 GJ0183  STATE/COUNTY-  OK/WOODS
 GJ0183  COUNTRY     -  US
 GJ0183  USGS QUAD   -  HOPETON (2018)
 GJ0183
 GJ0183                         *CURRENT SURVEY CONTROL
 GJ0183  ______________________________________________________________________
 GJ0183* NAD 83(1986) POSITION- 36 41 18.     (N) 098 38 53.     (W)   SCALED
 GJ0183* NAVD 88 ORTHO HEIGHT -   428.789 (meters)     1406.79  (feet) ADJUSTED
 GJ0183  ______________________________________________________________________
 GJ0183  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 GJ0183  DYNAMIC HEIGHT  -        428.407 (meters)     1405.53  (feet) COMP
 GJ0183  MODELED GRAVITY -    979,726.4   (mgal)                       NAVD 88
 GJ0183
 GJ0183  VERT ORDER      -  FIRST     CLASS II
 GJ0183
 GJ0183.The horizontal coordinates were scaled from a map and have
 GJ0183.an estimated accuracy of +/- 6 seconds.
 GJ0183
 GJ0183.The orthometric height was determined by differential leveling and
 GJ0183.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0183.in June 1991.
 GJ0183
 GJ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0183.GEOID18 height accuracy estimate available here.
 GJ0183
 GJ0183.Click photographs - Photos may exist for this station.
 GJ0183
 GJ0183.The dynamic height is computed by dividing the NAVD 88
 GJ0183.geopotential number by the normal gravity value computed on the
 GJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0183.degrees latitude (g = 980.6199 gals.).
 GJ0183
 GJ0183.The modeled gravity was interpolated from observed gravity values.
 GJ0183
 GJ0183;                    North         East    Units  Estimated Accuracy
 GJ0183;SPC OK N     -   187,520.      542,080.      MT  (+/- 180 meters Scaled)
 GJ0183
 GJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF314603(NAD 83)
 GJ0183
 GJ0183                          SUPERSEDED SURVEY CONTROL
 GJ0183
 GJ0183  NGVD 29 (04/22/92)  428.604  (m)         1406.18   (f) ADJUSTED    1 2
 GJ0183
 GJ0183.Superseded values are not recommended for survey control.
 GJ0183
 GJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0183.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0183
 GJ0183_MARKER: DD = SURVEY DISK
 GJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0183_STAMPING: H 22 1928
 GJ0183_MARK LOGO: USGS
 GJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0183+STABILITY: SURFACE MOTION
 GJ0183
 GJ0183  HISTORY     - Date     Condition        Report By
 GJ0183  HISTORY     - 1928     MONUMENTED       USGS
 GJ0183  HISTORY     - 1934     GOOD             CGS
 GJ0183  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0183
 GJ0183                          STATION DESCRIPTION
 GJ0183
 GJ0183'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0183'5.5 MI NW FROM DACOMA.
 GJ0183'ABOUT 5-1/2 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GJ0183'RAILWAY FROM DACOMA, WOODS COUNTY, ABOUT 1.0 MILE EAST OF
 GJ0183'HOPETON, AT THE EAST SIDE OF SEC. 36, T. 26 N., R. 14 W., ABOUT
 GJ0183'45 FEET WEST OF A ROAD, 51 FEET SOUTH OF THE TRACK, 4 FEET
 GJ0183'SOUTHWEST OF A THREE-WAY FENCE, AND NEAR A POLE MARKED U.S. 1406
 GJ0183'P.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GJ0183'H 22 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0183
 GJ0183                          STATION RECOVERY (1934)
 GJ0183
 GJ0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0183'RECOVERED IN GOOD CONDITION.
 GJ0183
 GJ0183                          STATION RECOVERY (1968)
 GJ0183
 GJ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0459 ***********************************************************************
 GJ0459  DESIGNATION -  H 22 O
 GJ0459  PID         -  GJ0459
 GJ0459  STATE/COUNTY-  OK/WOODS
 GJ0459  COUNTRY     -  US
 GJ0459  USGS QUAD   -  HOPETON (2018)
 GJ0459
 GJ0459                         *CURRENT SURVEY CONTROL
 GJ0459  ______________________________________________________________________
 GJ0459* NAD 83(1986) POSITION- 36 41 19.     (N) 098 39 59.     (W)   SCALED
 GJ0459* NAVD 88 ORTHO HEIGHT -   429.195 (meters)     1408.12  (feet) ADJUSTED
 GJ0459  ______________________________________________________________________
 GJ0459  GEOID HEIGHT    -        -28.183 (meters)                     GEOID18
 GJ0459  DYNAMIC HEIGHT  -        428.811 (meters)     1406.86  (feet) COMP
 GJ0459  MODELED GRAVITY -    979,724.6   (mgal)                       NAVD 88
 GJ0459
 GJ0459  VERT ORDER      -  FIRST     CLASS II
 GJ0459
 GJ0459.The horizontal coordinates were scaled from a map and have
 GJ0459.an estimated accuracy of +/- 6 seconds.
 GJ0459
 GJ0459.The orthometric height was determined by differential leveling and
 GJ0459.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0459.in June 1991.
 GJ0459
 GJ0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0459.GEOID18 height accuracy estimate available here.
 GJ0459
 GJ0459.Click photographs - Photos may exist for this station.
 GJ0459
 GJ0459.The dynamic height is computed by dividing the NAVD 88
 GJ0459.geopotential number by the normal gravity value computed on the
 GJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0459.degrees latitude (g = 980.6199 gals.).
 GJ0459
 GJ0459.The modeled gravity was interpolated from observed gravity values.
 GJ0459
 GJ0459;                    North         East    Units  Estimated Accuracy
 GJ0459;SPC OK N     -   187,570.      540,440.      MT  (+/- 180 meters Scaled)
 GJ0459
 GJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF298603(NAD 83)
 GJ0459
 GJ0459                          SUPERSEDED SURVEY CONTROL
 GJ0459
 GJ0459  NGVD 29 (04/22/92)  429.008  (m)         1407.50   (f) ADJUSTED    1 2
 GJ0459
 GJ0459.Superseded values are not recommended for survey control.
 GJ0459
 GJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0459.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0459
 GJ0459_MARKER: X = CHISELED CROSS
 GJ0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0459_SP_SET: TOP OF SECTION OF RAIL
 GJ0459_MARK LOGO: NONE
 GJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0459
 GJ0459  HISTORY     - Date     Condition        Report By
 GJ0459  HISTORY     - 1928     MONUMENTED       USGS
 GJ0459
 GJ0459                          STATION DESCRIPTION
 GJ0459
 GJ0459'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0459'IN HOPETON.
 GJ0459'HOPETON, 255 FEET WEST OF RAILROAD STATION, 47 FEET NORTH OF TRACK AND
 GJ0459'38 FEET WEST OF ROAD, 2.5 FEET NORTH OF TELEPHONE POLE, ON TOP OF
 GJ0459'SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0460 ***********************************************************************
 GJ0460  DESIGNATION -  H 22 P
 GJ0460  PID         -  GJ0460
 GJ0460  STATE/COUNTY-  OK/WOODS
 GJ0460  COUNTRY     -  US
 GJ0460  USGS QUAD   -  HOPETON (2018)
 GJ0460
 GJ0460                         *CURRENT SURVEY CONTROL
 GJ0460  ______________________________________________________________________
 GJ0460* NAD 83(1986) POSITION- 36 41 20.     (N) 098 41 01.     (W)   SCALED
 GJ0460* NAVD 88 ORTHO HEIGHT -   432.719 (meters)     1419.68  (feet) ADJUSTED
 GJ0460  ______________________________________________________________________
 GJ0460  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 GJ0460  DYNAMIC HEIGHT  -        432.331 (meters)     1418.41  (feet) COMP
 GJ0460  MODELED GRAVITY -    979,722.9   (mgal)                       NAVD 88
 GJ0460
 GJ0460  VERT ORDER      -  FIRST     CLASS II
 GJ0460
 GJ0460.The horizontal coordinates were scaled from a map and have
 GJ0460.an estimated accuracy of +/- 6 seconds.
 GJ0460
 GJ0460.The orthometric height was determined by differential leveling and
 GJ0460.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0460.in June 1991.
 GJ0460
 GJ0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0460.GEOID18 height accuracy estimate available here.
 GJ0460
 GJ0460.Click photographs - Photos may exist for this station.
 GJ0460
 GJ0460.The dynamic height is computed by dividing the NAVD 88
 GJ0460.geopotential number by the normal gravity value computed on the
 GJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0460.degrees latitude (g = 980.6199 gals.).
 GJ0460
 GJ0460.The modeled gravity was interpolated from observed gravity values.
 GJ0460
 GJ0460;                    North         East    Units  Estimated Accuracy
 GJ0460;SPC OK N     -   187,610.      538,910.      MT  (+/- 180 meters Scaled)
 GJ0460
 GJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF282604(NAD 83)
 GJ0460
 GJ0460                          SUPERSEDED SURVEY CONTROL
 GJ0460
 GJ0460  NGVD 29 (04/22/92)  432.531  (m)         1419.06   (f) ADJUSTED    1 2
 GJ0460
 GJ0460.Superseded values are not recommended for survey control.
 GJ0460
 GJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0460.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0460
 GJ0460_MARKER: B = BOLT
 GJ0460_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GJ0460_SP_SET: IN GUARD RAIL OF TRESTLE
 GJ0460_MARK LOGO: NONE
 GJ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0460
 GJ0460  HISTORY     - Date     Condition        Report By
 GJ0460  HISTORY     - 1928     MONUMENTED       USGS
 GJ0460
 GJ0460                          STATION DESCRIPTION
 GJ0460
 GJ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0460'1.6 KM (1.00 MI) WEST FROM HOPETON.
 GJ0460'HOPETON, 1.05 MILES WEST OF, T. 26 N., R. 14 W., NORTHWEST 1/4 SECTION
 GJ0460'35, 4.2 FEET NORTH OF TRACK, IN WEST END OF NORTH GUARD RAIL OF
 GJ0460'TRESTLE, TOP OF BOLT HEAD PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1056 ***********************************************************************
 GH1056  DESIGNATION -  H 220
 GH1056  PID         -  GH1056
 GH1056  STATE/COUNTY-  OK/CREEK
 GH1056  COUNTRY     -  US
 GH1056  USGS QUAD   -  SAPULPA NORTH (2018)
 GH1056
 GH1056                         *CURRENT SURVEY CONTROL
 GH1056  ______________________________________________________________________
 GH1056* NAD 83(1986) POSITION- 36 00 10.     (N) 096 06 07.     (W)   SCALED
 GH1056* NAVD 88 ORTHO HEIGHT -   226.881 (meters)      744.36  (feet) ADJUSTED
 GH1056  ______________________________________________________________________
 GH1056  GEOID HEIGHT    -        -28.728 (meters)                     GEOID18
 GH1056  DYNAMIC HEIGHT  -        226.682 (meters)      743.71  (feet) COMP
 GH1056  MODELED GRAVITY -    979,748.1   (mgal)                       NAVD 88
 GH1056
 GH1056  VERT ORDER      -  FIRST     CLASS II
 GH1056
 GH1056.The horizontal coordinates were scaled from a map and have
 GH1056.an estimated accuracy of +/- 6 seconds.
 GH1056
 GH1056.The orthometric height was determined by differential leveling and
 GH1056.adjusted by the NATIONAL GEODETIC SURVEY
 GH1056.in August 1994.
 GH1056
 GH1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1056.GEOID18 height accuracy estimate available here.
 GH1056
 GH1056.Click photographs - Photos may exist for this station.
 GH1056
 GH1056.The dynamic height is computed by dividing the NAVD 88
 GH1056.geopotential number by the normal gravity value computed on the
 GH1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH1056.degrees latitude (g = 980.6199 gals.).
 GH1056
 GH1056.The modeled gravity was interpolated from observed gravity values.
 GH1056
 GH1056;                    North         East    Units  Estimated Accuracy
 GH1056;SPC OK N     -   112,930.      771,110.      MT  (+/- 180 meters Scaled)
 GH1056
 GH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE612881(NAD 83)
 GH1056
 GH1056                          SUPERSEDED SURVEY CONTROL
 GH1056
 GH1056.No superseded survey control is available for this station.
 GH1056
 GH1056_MARKER: DV = VERTICAL CONTROL DISK
 GH1056_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GH1056_SP_SET: PIER
 GH1056_STAMPING: H 220 1994
 GH1056_MARK LOGO: NGS
 GH1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1056+STABILITY: POSITION/ELEVATION WELL
 GH1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH1056+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 GH1056
 GH1056  HISTORY     - Date     Condition        Report By
 GH1056  HISTORY     - 1994     MONUMENTED       NGS
 GH1056  HISTORY     - 20220531 GOOD             OKDOT
 GH1056
 GH1056                          STATION DESCRIPTION
 GH1056
 GH1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GH1056'IN SAPULPA, AT THE INTERSECTION OF MARTIN LUTHER KING JUNIOR BOULEVARD
 GH1056'AND THE BURLINGTON NORTHERN RAILROAD, SET VERTICALLY IN THE NORTH
 GH1056'FACE OF THE MOST NORTHERLY OF 3 CONCRETE COLUMNS OF THE FIRST PIER
 GH1056'WEST OF THE EAST ABUTMENT OF THE BOULEVARD OVERPASS OF THE RAILROAD,
 GH1056'9.4 M (30.8 FT) SOUTHEAST OF THE NEAR RAIL, 5.2 M (17.1 FT) NORTH OF
 GH1056'THE BOULEVARD CENTER, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE TRACKS,
 GH1056'AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
 GH1056
 GH1056                          STATION RECOVERY (2022)
 GH1056
 GH1056'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GH1056'THE MARK IS UNDER THE BRIDGE DECK AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9204 ***********************************************************************
 AC9204  DESIGNATION -  H 221
 AC9204  PID         -  AC9204
 AC9204  STATE/COUNTY-  OK/GRANT
 AC9204  COUNTRY     -  US
 AC9204  USGS QUAD   -  EDDY (2018)
 AC9204
 AC9204                         *CURRENT SURVEY CONTROL
 AC9204  ______________________________________________________________________
 AC9204* NAD 83(1986) POSITION- 36 44 18.     (N) 097 28 50.     (W)   SCALED
 AC9204* NAVD 88 ORTHO HEIGHT -   325.551 (meters)     1068.08  (feet) ADJUSTED
 AC9204  ______________________________________________________________________
 AC9204  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 AC9204  DYNAMIC HEIGHT  -        325.274 (meters)     1067.17  (feet) COMP
 AC9204  MODELED GRAVITY -    979,771.2   (mgal)                       NAVD 88
 AC9204
 AC9204  VERT ORDER      -  SECOND    CLASS I
 AC9204
 AC9204.The horizontal coordinates were scaled from a map and have
 AC9204.an estimated accuracy of +/- 6 seconds.
 AC9204
 AC9204.The orthometric height was determined by differential leveling and
 AC9204.adjusted by the NATIONAL GEODETIC SURVEY
 AC9204.in July 2002.
 AC9204
 AC9204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9204.GEOID18 height accuracy estimate available here.
 AC9204
 AC9204.Click photographs - Photos may exist for this station.
 AC9204
 AC9204.The dynamic height is computed by dividing the NAVD 88
 AC9204.geopotential number by the normal gravity value computed on the
 AC9204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9204.degrees latitude (g = 980.6199 gals.).
 AC9204
 AC9204.The modeled gravity was interpolated from observed gravity values.
 AC9204
 AC9204;                    North         East    Units  Estimated Accuracy
 AC9204;SPC OK N     -   193,000.      646,390.      MT  (+/- 180 meters Scaled)
 AC9204
 AC9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF356669(NAD 83)
 AC9204
 AC9204                          SUPERSEDED SURVEY CONTROL
 AC9204
 AC9204.No superseded survey control is available for this station.
 AC9204
 AC9204_MARKER: I = METAL ROD
 AC9204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9204_STAMPING: H 221 1997
 AC9204_MARK LOGO: NGS
 AC9204_PROJECTION: FLUSH
 AC9204_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9204+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2009
 AC9204_ROD/PIPE-DEPTH: 3.1 meters
 AC9204_SLEEVE-DEPTH  : 0.9 meters
 AC9204
 AC9204  HISTORY     - Date     Condition        Report By
 AC9204  HISTORY     - 1997     MONUMENTED       NGS
 AC9204  HISTORY     - 20090331 GOOD             OKDOT
 AC9204
 AC9204                          STATION DESCRIPTION
 AC9204
 AC9204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9204'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9204'IN LAMONT, THENCE 4.8 KM (3.00 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AC9204'14.0 M (45.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 10.9 M (35.8
 AC9204'FT) WEST OF THE ROAD CENTER, 2.1 M (6.9 FT) SOUTH OF A UTILITY POLE,
 AC9204'0.7 M (2.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AC9204'BELOW THE LEVEL OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9204'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9204'SPECIFICATIONS FOR A CLASS A MARK.
 AC9204
 AC9204                          STATION RECOVERY (2009)
 AC9204
 AC9204'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 AC9204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0313 ***********************************************************************
 GL0313  DESIGNATION -  H 23
 GL0313  PID         -  GL0313
 GL0313  STATE/COUNTY-  OK/CIMARRON
 GL0313  COUNTRY     -  US
 GL0313  USGS QUAD   -  BOISE CITY (2018)
 GL0313
 GL0313                         *CURRENT SURVEY CONTROL
 GL0313  ______________________________________________________________________
 GL0313* NAD 83(1986) POSITION- 36 44 00.     (N) 102 30 59.     (W)   SCALED
 GL0313* NAVD 88 ORTHO HEIGHT -  1271.756 (meters)     4172.42  (feet) ADJUSTED
 GL0313  ______________________________________________________________________
 GL0313  GEOID HEIGHT    -        -23.749 (meters)                     GEOID18
 GL0313  DYNAMIC HEIGHT  -       1270.362 (meters)     4167.85  (feet) COMP
 GL0313  MODELED GRAVITY -    979,491.3   (mgal)                       NAVD 88
 GL0313
 GL0313  VERT ORDER      -  FIRST     CLASS II
 GL0313
 GL0313.The horizontal coordinates were scaled from a map and have
 GL0313.an estimated accuracy of +/- 6 seconds.
 GL0313
 GL0313.The orthometric height was determined by differential leveling and
 GL0313.adjusted by the NATIONAL GEODETIC SURVEY
 GL0313.in June 1991.
 GL0313
 GL0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0313.GEOID18 height accuracy estimate available here.
 GL0313
 GL0313.Click photographs - Photos may exist for this station.
 GL0313
 GL0313.The dynamic height is computed by dividing the NAVD 88
 GL0313.geopotential number by the normal gravity value computed on the
 GL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0313.degrees latitude (g = 980.6199 gals.).
 GL0313
 GL0313.The modeled gravity was interpolated from observed gravity values.
 GL0313
 GL0313;                    North         East    Units  Estimated Accuracy
 GL0313;SPC OK N     -   201,710.      196,740.      MT  (+/- 180 meters Scaled)
 GL0313
 GL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA217681(NAD 83)
 GL0313
 GL0313                          SUPERSEDED SURVEY CONTROL
 GL0313
 GL0313.No superseded survey control is available for this station.
 GL0313
 GL0313_MARKER: DB = BENCH MARK DISK
 GL0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0313_SP_SET: CULVERT WINGWALL
 GL0313_STAMPING: H 23 1933
 GL0313_MARK LOGO: CGS
 GL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0313+STABILITY: SURFACE MOTION
 GL0313
 GL0313  HISTORY     - Date     Condition        Report By
 GL0313  HISTORY     - 1933     MONUMENTED       CGS
 GL0313  HISTORY     - 1941     GOOD             CGS
 GL0313  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0313  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0313
 GL0313                          STATION DESCRIPTION
 GL0313
 GL0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0313'IN BOISE CITY.
 GL0313'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED NORTH,
 GL0313'GO 0.3 MILE.  THENCE, TURN LEFT (WEST), GO 0.2 MILE TO SITE OF BENCH
 GL0313'MARK.  BENCH MARK IS AT THE NORTHWEST EDGE OF TOWN.  ABOUT 120.0 FEET
 GL0313'WEST OF THE INTERSECTION OF THE OLD RIGHT OF WAY OF STATE HIGHWAY NO.
 GL0313'38.  20.0 FEET NORTH OF THE CENTERLINE OF OLD HIGHWAY NO. 64, AND IN
 GL0313'THE TOP OF THE EAST WINGWALL OF THE NORTH END OF A CONCRETE BOX
 GL0313'CULVERT.  A STANDARD DISK SET HORIZONTALLY IN DRILL HOLE.
 GL0313
 GL0313                          STATION RECOVERY (1966)
 GL0313
 GL0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0313'MARK NOT FOUND.
 GL0313
 GL0313                          STATION RECOVERY (1985)
 GL0313
 GL0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0313'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0184 ***********************************************************************
 GJ0184  DESIGNATION -  H 23
 GJ0184  PID         -  GJ0184
 GJ0184  STATE/COUNTY-  OK/WOODS
 GJ0184  COUNTRY     -  US
 GJ0184  USGS QUAD   -  HOPETON (2018)
 GJ0184
 GJ0184                         *CURRENT SURVEY CONTROL
 GJ0184  ______________________________________________________________________
 GJ0184* NAD 83(1986) POSITION- 36 41 28.     (N) 098 42 01.     (W)   SCALED
 GJ0184* NAVD 88 ORTHO HEIGHT -   439.335 (meters)     1441.38  (feet) ADJUSTED
 GJ0184  ______________________________________________________________________
 GJ0184  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 GJ0184  DYNAMIC HEIGHT  -        438.941 (meters)     1440.09  (feet) COMP
 GJ0184  MODELED GRAVITY -    979,721.3   (mgal)                       NAVD 88
 GJ0184
 GJ0184  VERT ORDER      -  FIRST     CLASS II
 GJ0184
 GJ0184.The horizontal coordinates were scaled from a map and have
 GJ0184.an estimated accuracy of +/- 6 seconds.
 GJ0184
 GJ0184.The orthometric height was determined by differential leveling and
 GJ0184.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0184.in June 1991.
 GJ0184
 GJ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0184.GEOID18 height accuracy estimate available here.
 GJ0184
 GJ0184.Click photographs - Photos may exist for this station.
 GJ0184
 GJ0184.The dynamic height is computed by dividing the NAVD 88
 GJ0184.geopotential number by the normal gravity value computed on the
 GJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0184.degrees latitude (g = 980.6199 gals.).
 GJ0184
 GJ0184.The modeled gravity was interpolated from observed gravity values.
 GJ0184
 GJ0184;                    North         East    Units  Estimated Accuracy
 GJ0184;SPC OK N     -   187,860.      537,420.      MT  (+/- 180 meters Scaled)
 GJ0184
 GJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF267606(NAD 83)
 GJ0184
 GJ0184                          SUPERSEDED SURVEY CONTROL
 GJ0184
 GJ0184  NGVD 29 (04/22/92)  439.146  (m)         1440.76   (f) ADJUSTED    1 2
 GJ0184
 GJ0184.Superseded values are not recommended for survey control.
 GJ0184
 GJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0184.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0184
 GJ0184_MARKER: DD = SURVEY DISK
 GJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0184_STAMPING: H 23 1928
 GJ0184_MARK LOGO: USGS
 GJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0184+STABILITY: SURFACE MOTION
 GJ0184
 GJ0184  HISTORY     - Date     Condition        Report By
 GJ0184  HISTORY     - 1928     MONUMENTED       USGS
 GJ0184  HISTORY     - 1934     GOOD             CGS
 GJ0184  HISTORY     - 1944     GOOD             CGS
 GJ0184
 GJ0184                          STATION DESCRIPTION
 GJ0184
 GJ0184'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0184'2 MI W FROM HOPETON.
 GJ0184'ABOUT 2.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0184'FROM HOPETON, WOODS COUNTY, IN THE NW 1/4 SEC. 34, T. 26 N.,
 GJ0184'R. 14 W., ABOUT 470 FEET EAST OF A ROAD CROSSING, 52 FEET SOUTH
 GJ0184'OF THE TRACK, 17 FEET WEST OF A FARM-ROAD CROSSING, ABOUT 3 FEET
 GJ0184'SOUTHWEST OF A JOG IN THE RIGHT-OF-WAY FENCE, AND NEAR A FENCE
 GJ0184'POLE MARKED U.S. 1441 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GJ0184'STANDARD DISK, STAMPED H 23 1928 AND SET IN THE TOP OF A CONCRETE
 GJ0184'POST.
 GJ0184
 GJ0184                          STATION RECOVERY (1934)
 GJ0184
 GJ0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0184'RECOVERED IN GOOD CONDITION.
 GJ0184
 GJ0184                          STATION RECOVERY (1944)
 GJ0184
 GJ0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0461 ***********************************************************************
 GJ0461  DESIGNATION -  H 23 Q
 GJ0461  PID         -  GJ0461
 GJ0461  STATE/COUNTY-  OK/WOODS
 GJ0461  COUNTRY     -  US
 GJ0461  USGS QUAD   -  HOPETON (2018)
 GJ0461
 GJ0461                         *CURRENT SURVEY CONTROL
 GJ0461  ______________________________________________________________________
 GJ0461* NAD 83(1986) POSITION- 36 41 39.     (N) 098 43 12.     (W)   SCALED
 GJ0461* NAVD 88 ORTHO HEIGHT -   441.309 (meters)     1447.86  (feet) ADJUSTED
 GJ0461  ______________________________________________________________________
 GJ0461  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 GJ0461  DYNAMIC HEIGHT  -        440.912 (meters)     1446.56  (feet) COMP
 GJ0461  MODELED GRAVITY -    979,719.5   (mgal)                       NAVD 88
 GJ0461
 GJ0461  VERT ORDER      -  FIRST     CLASS II
 GJ0461
 GJ0461.The horizontal coordinates were scaled from a map and have
 GJ0461.an estimated accuracy of +/- 6 seconds.
 GJ0461
 GJ0461.The orthometric height was determined by differential leveling and
 GJ0461.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0461.in June 1991.
 GJ0461
 GJ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0461.GEOID18 height accuracy estimate available here.
 GJ0461
 GJ0461.Click photographs - Photos may exist for this station.
 GJ0461
 GJ0461.The dynamic height is computed by dividing the NAVD 88
 GJ0461.geopotential number by the normal gravity value computed on the
 GJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0461.degrees latitude (g = 980.6199 gals.).
 GJ0461
 GJ0461.The modeled gravity was interpolated from observed gravity values.
 GJ0461
 GJ0461;                    North         East    Units  Estimated Accuracy
 GJ0461;SPC OK N     -   188,220.      535,660.      MT  (+/- 180 meters Scaled)
 GJ0461
 GJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF250609(NAD 83)
 GJ0461
 GJ0461                          SUPERSEDED SURVEY CONTROL
 GJ0461
 GJ0461  NGVD 29 (04/22/92)  441.117  (m)         1447.23   (f) ADJUSTED    1 2
 GJ0461
 GJ0461.Superseded values are not recommended for survey control.
 GJ0461
 GJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0461.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0461
 GJ0461_MARKER: X = CHISELED CROSS
 GJ0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0461_SP_SET: TOP OF SECTION OF RAIL
 GJ0461_MARK LOGO: NONE
 GJ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0461
 GJ0461  HISTORY     - Date     Condition        Report By
 GJ0461  HISTORY     - 1928     MONUMENTED       USGS
 GJ0461
 GJ0461                          STATION DESCRIPTION
 GJ0461
 GJ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0461'5.1 KM (3.20 MI) WEST FROM HOPETON.
 GJ0461'HOPETON, 3.15 MILES WEST OF, T. 26 N., R. 14 W., SOUTHWEST 1/4 SECTION
 GJ0461'28, 47 FEET NORTH OF TRACK, AND 42 FEET EAST OF ROAD, 170 FEET WEST
 GJ0461'OF MILE POST 598, 6.5 FEET EAST BY 2.5 FEET SOUTH OF 3 WAY FENCE
 GJ0461'POST, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0462 ***********************************************************************
 GJ0462  DESIGNATION -  H 23 R
 GJ0462  PID         -  GJ0462
 GJ0462  STATE/COUNTY-  OK/WOODS
 GJ0462  COUNTRY     -  US
 GJ0462  USGS QUAD   -  HOPETON (2018)
 GJ0462
 GJ0462                         *CURRENT SURVEY CONTROL
 GJ0462  ______________________________________________________________________
 GJ0462* NAD 83(1986) POSITION- 36 41 48.     (N) 098 44 16.     (W)   SCALED
 GJ0462* NAVD 88 ORTHO HEIGHT -   446.936 (meters)     1466.32  (feet) ADJUSTED
 GJ0462  ______________________________________________________________________
 GJ0462  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 GJ0462  DYNAMIC HEIGHT  -        446.533 (meters)     1465.00  (feet) COMP
 GJ0462  MODELED GRAVITY -    979,717.8   (mgal)                       NAVD 88
 GJ0462
 GJ0462  VERT ORDER      -  FIRST     CLASS II
 GJ0462
 GJ0462.The horizontal coordinates were scaled from a map and have
 GJ0462.an estimated accuracy of +/- 6 seconds.
 GJ0462
 GJ0462.The orthometric height was determined by differential leveling and
 GJ0462.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0462.in June 1991.
 GJ0462
 GJ0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0462.GEOID18 height accuracy estimate available here.
 GJ0462
 GJ0462.Click photographs - Photos may exist for this station.
 GJ0462
 GJ0462.The dynamic height is computed by dividing the NAVD 88
 GJ0462.geopotential number by the normal gravity value computed on the
 GJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0462.degrees latitude (g = 980.6199 gals.).
 GJ0462
 GJ0462.The modeled gravity was interpolated from observed gravity values.
 GJ0462
 GJ0462;                    North         East    Units  Estimated Accuracy
 GJ0462;SPC OK N     -   188,510.      534,070.      MT  (+/- 180 meters Scaled)
 GJ0462
 GJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF234612(NAD 83)
 GJ0462
 GJ0462                          SUPERSEDED SURVEY CONTROL
 GJ0462
 GJ0462  NGVD 29 (04/22/92)  446.742  (m)         1465.69   (f) ADJUSTED    1 2
 GJ0462
 GJ0462.Superseded values are not recommended for survey control.
 GJ0462
 GJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0462.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0462
 GJ0462_MARKER: X = CHISELED CROSS
 GJ0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0462_SP_SET: TOP OF SECTION OF RAIL
 GJ0462_MARK LOGO: NONE
 GJ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0462
 GJ0462  HISTORY     - Date     Condition        Report By
 GJ0462  HISTORY     - 1928     MONUMENTED       USGS
 GJ0462
 GJ0462                          STATION DESCRIPTION
 GJ0462
 GJ0462'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0462'6.6 KM (4.10 MI) WEST FROM HOPETON.
 GJ0462'HOPETON, 4.14 MILES WEST OF, T. 26 N., R. 14 W., 1/4 SECTION 29, 48
 GJ0462'FEET SOUTH OF TRACK AND 43 FEET EAST OF ROAD, 2.5 FEET NORTH BY 2.5
 GJ0462'FEET EAST OF AN ANGLE IN FENCE LINE, ON TOP OF SECTION OF RAIL,
 GJ0462'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0185 ***********************************************************************
 GJ0185  DESIGNATION -  H 24
 GJ0185  PID         -  GJ0185
 GJ0185  STATE/COUNTY-  OK/WOODS
 GJ0185  COUNTRY     -  US
 GJ0185  USGS QUAD   -  AVARD (2018)
 GJ0185
 GJ0185                         *CURRENT SURVEY CONTROL
 GJ0185  ______________________________________________________________________
 GJ0185* NAD 83(1986) POSITION- 36 41 58.     (N) 098 45 20.     (W)   SCALED
 GJ0185* NAVD 88 ORTHO HEIGHT -   442.438 (meters)     1451.57  (feet) ADJUSTED
 GJ0185  ______________________________________________________________________
 GJ0185  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 GJ0185  DYNAMIC HEIGHT  -        442.039 (meters)     1450.26  (feet) COMP
 GJ0185  MODELED GRAVITY -    979,716.1   (mgal)                       NAVD 88
 GJ0185
 GJ0185  VERT ORDER      -  FIRST     CLASS II
 GJ0185
 GJ0185.The horizontal coordinates were scaled from a map and have
 GJ0185.an estimated accuracy of +/- 6 seconds.
 GJ0185
 GJ0185.The orthometric height was determined by differential leveling and
 GJ0185.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0185.in June 1991.
 GJ0185
 GJ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0185.GEOID18 height accuracy estimate available here.
 GJ0185
 GJ0185.Click photographs - Photos may exist for this station.
 GJ0185
 GJ0185.The dynamic height is computed by dividing the NAVD 88
 GJ0185.geopotential number by the normal gravity value computed on the
 GJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0185.degrees latitude (g = 980.6199 gals.).
 GJ0185
 GJ0185.The modeled gravity was interpolated from observed gravity values.
 GJ0185
 GJ0185;                    North         East    Units  Estimated Accuracy
 GJ0185;SPC OK N     -   188,830.      532,480.      MT  (+/- 180 meters Scaled)
 GJ0185
 GJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF218615(NAD 83)
 GJ0185
 GJ0185                          SUPERSEDED SURVEY CONTROL
 GJ0185
 GJ0185  NGVD 29 (04/22/92)  442.243  (m)         1450.93   (f) ADJUSTED    1 2
 GJ0185
 GJ0185.Superseded values are not recommended for survey control.
 GJ0185
 GJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0185.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0185
 GJ0185_MARKER: DD = SURVEY DISK
 GJ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0185_STAMPING: H 24 1928
 GJ0185_MARK LOGO: USGS
 GJ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0185+STABILITY: SURFACE MOTION
 GJ0185
 GJ0185  HISTORY     - Date     Condition        Report By
 GJ0185  HISTORY     - 1928     MONUMENTED       USGS
 GJ0185  HISTORY     - 1934     GOOD             CGS
 GJ0185  HISTORY     - 1944     GOOD             CGS
 GJ0185  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0185
 GJ0185                          STATION DESCRIPTION
 GJ0185
 GJ0185'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0185'1.8 MI E FROM AVARD.
 GJ0185'ABOUT 1.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GJ0185'FROM AVARD, WOODS COUNTY, IN THE SW 1/4 SEC. 30, T. 26 N.,
 GJ0185'R. 14 W., 53 FEET EAST OF A ROAD, 46 FEET SOUTH OF THE TRACK, 6
 GJ0185'FEET NORTHEAST OF AN ANGLE IN A FENCE, AND NEAR A FENCE POST
 GJ0185'MARKED U.S. 1452 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GJ0185'STANDARD DISK, STAMPED H 24 1928 AND SET IN THE TOP OF A CONCRETE
 GJ0185'POST.
 GJ0185
 GJ0185                          STATION RECOVERY (1934)
 GJ0185
 GJ0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0185'RECOVERED IN GOOD CONDITION.
 GJ0185
 GJ0185                          STATION RECOVERY (1944)
 GJ0185
 GJ0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0185'RECOVERED IN GOOD CONDITION.
 GJ0185
 GJ0185                          STATION RECOVERY (2022)
 GJ0185
 GJ0185'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0463 ***********************************************************************
 GJ0463  DESIGNATION -  H 24 S
 GJ0463  PID         -  GJ0463
 GJ0463  STATE/COUNTY-  OK/WOODS
 GJ0463  COUNTRY     -  US
 GJ0463  USGS QUAD   -  AVARD (2018)
 GJ0463
 GJ0463                         *CURRENT SURVEY CONTROL
 GJ0463  ______________________________________________________________________
 GJ0463* NAD 83(1986) POSITION- 36 42 01.     (N) 098 46 24.     (W)   SCALED
 GJ0463* NAVD 88 ORTHO HEIGHT -   451.208 (meters)     1480.34  (feet) ADJUSTED
 GJ0463  ______________________________________________________________________
 GJ0463  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GJ0463  DYNAMIC HEIGHT  -        450.801 (meters)     1479.00  (feet) COMP
 GJ0463  MODELED GRAVITY -    979,714.4   (mgal)                       NAVD 88
 GJ0463
 GJ0463  VERT ORDER      -  FIRST     CLASS II
 GJ0463
 GJ0463.The horizontal coordinates were scaled from a map and have
 GJ0463.an estimated accuracy of +/- 6 seconds.
 GJ0463
 GJ0463.The orthometric height was determined by differential leveling and
 GJ0463.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0463.in June 1991.
 GJ0463
 GJ0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0463.GEOID18 height accuracy estimate available here.
 GJ0463
 GJ0463.Click photographs - Photos may exist for this station.
 GJ0463
 GJ0463.The dynamic height is computed by dividing the NAVD 88
 GJ0463.geopotential number by the normal gravity value computed on the
 GJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0463.degrees latitude (g = 980.6199 gals.).
 GJ0463
 GJ0463.The modeled gravity was interpolated from observed gravity values.
 GJ0463
 GJ0463;                    North         East    Units  Estimated Accuracy
 GJ0463;SPC OK N     -   188,930.      530,900.      MT  (+/- 180 meters Scaled)
 GJ0463
 GJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF202616(NAD 83)
 GJ0463
 GJ0463                          SUPERSEDED SURVEY CONTROL
 GJ0463
 GJ0463  NGVD 29 (04/22/92)  451.012  (m)         1479.70   (f) ADJUSTED    1 2
 GJ0463
 GJ0463.Superseded values are not recommended for survey control.
 GJ0463
 GJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0463.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0463
 GJ0463_MARKER: X = CHISELED CROSS
 GJ0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0463_SP_SET: TOP OF SECTION OF RAIL
 GJ0463_MARK LOGO: NONE
 GJ0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0463
 GJ0463  HISTORY     - Date     Condition        Report By
 GJ0463  HISTORY     - 1928     MONUMENTED       USGS
 GJ0463
 GJ0463                          STATION DESCRIPTION
 GJ0463
 GJ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0463'1.4 KM (0.90 MI) EAST FROM AVARD.
 GJ0463'AVARD, 0.9 MILES EAST OF, T. 26 N., R. 15 W., CENTER WEST SIDE SECTION
 GJ0463'25, 16.6 FEET SOUTH OF TRACK, 34 FEET EAST OF ROAD, 1.6 FEET EAST OF
 GJ0463'FENCE LINE, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0186 ***********************************************************************
 GJ0186  DESIGNATION -  H 25
 GJ0186  PID         -  GJ0186
 GJ0186  STATE/COUNTY-  OK/WOODS
 GJ0186  COUNTRY     -  US
 GJ0186  USGS QUAD   -  AVARD (2018)
 GJ0186
 GJ0186                         *CURRENT SURVEY CONTROL
 GJ0186  ______________________________________________________________________
 GJ0186* NAD 83(1986) POSITION- 36 42 00.     (N) 098 47 26.     (W)   SCALED
 GJ0186* NAVD 88 ORTHO HEIGHT -   451.563 (meters)     1481.50  (feet) ADJUSTED
 GJ0186  ______________________________________________________________________
 GJ0186  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 GJ0186  DYNAMIC HEIGHT  -        451.154 (meters)     1480.16  (feet) COMP
 GJ0186  MODELED GRAVITY -    979,712.7   (mgal)                       NAVD 88
 GJ0186
 GJ0186  VERT ORDER      -  FIRST     CLASS II
 GJ0186
 GJ0186.The horizontal coordinates were scaled from a map and have
 GJ0186.an estimated accuracy of +/- 6 seconds.
 GJ0186
 GJ0186.The orthometric height was determined by differential leveling and
 GJ0186.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0186.in June 1991.
 GJ0186
 GJ0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0186.GEOID18 height accuracy estimate available here.
 GJ0186
 GJ0186.Click photographs - Photos may exist for this station.
 GJ0186
 GJ0186.The dynamic height is computed by dividing the NAVD 88
 GJ0186.geopotential number by the normal gravity value computed on the
 GJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0186.degrees latitude (g = 980.6199 gals.).
 GJ0186
 GJ0186.The modeled gravity was interpolated from observed gravity values.
 GJ0186
 GJ0186;                    North         East    Units  Estimated Accuracy
 GJ0186;SPC OK N     -   188,910.      529,360.      MT  (+/- 180 meters Scaled)
 GJ0186
 GJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF187616(NAD 83)
 GJ0186
 GJ0186                          SUPERSEDED SURVEY CONTROL
 GJ0186
 GJ0186  NGVD 29 (??/??/92)  451.365  (m)         1480.85   (f) SUPERSEDED  1 2
 GJ0186  NGVD 29 (04/22/92)  451.365  (m)         1480.85   (f) ADJUSTED    1 2
 GJ0186
 GJ0186.Superseded values are not recommended for survey control.
 GJ0186
 GJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0186.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0186
 GJ0186_MARKER: DD = SURVEY DISK
 GJ0186_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GJ0186_SP_SET: FOUNDATION BLOCK
 GJ0186_STAMPING: H 25 1928
 GJ0186_MARK LOGO: USGS
 GJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0186+STABILITY: SURFACE MOTION
 GJ0186
 GJ0186  HISTORY     - Date     Condition        Report By
 GJ0186  HISTORY     - 1928     MONUMENTED       USGS
 GJ0186  HISTORY     - 1934     GOOD             CGS
 GJ0186  HISTORY     - 1934     GOOD             CGS
 GJ0186  HISTORY     - 1944     MARK NOT FOUND   CGS
 GJ0186
 GJ0186                          STATION DESCRIPTION
 GJ0186
 GJ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0186'AT AVARD.
 GJ0186'AT AVARD, 800 FEET WEST OF ST LOUIS AND SAN FRANCISCO RAILWAY
 GJ0186'STATION.  650 FEET SOUTH OF THE ATCHISON TOPEKA AND SANTA FE
 GJ0186'RAILWAY STATION.  310 FEET NORTH OF JUNCTION OF THE FRISCO AND
 GJ0186'THE SANTA FE RAILWAYS.  11.2 FEET WEST OF TELEPHONE POLE.  IN
 GJ0186'NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION BLOCK, A BRONZE
 GJ0186'DISK.
 GJ0186
 GJ0186                          STATION RECOVERY (1934)
 GJ0186
 GJ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0186'RECOVERED IN GOOD CONDITION.
 GJ0186
 GJ0186                          STATION RECOVERY (1944)
 GJ0186
 GJ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0285 ***********************************************************************
 FK0285  DESIGNATION -  H 25
 FK0285  PID         -  FK0285
 FK0285  STATE/COUNTY-  OK/CUSTER
 FK0285  COUNTRY     -  US
 FK0285  USGS QUAD   -  LEEDEY (2018)
 FK0285
 FK0285                         *CURRENT SURVEY CONTROL
 FK0285  ______________________________________________________________________
 FK0285* NAD 83(1986) POSITION- 35 47 51.     (N) 099 20 41.     (W)   SCALED
 FK0285* NAVD 88 ORTHO HEIGHT -   567.417 (meters)     1861.60  (feet) ADJUSTED
 FK0285  ______________________________________________________________________
 FK0285  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 FK0285  DYNAMIC HEIGHT  -        566.834 (meters)     1859.69  (feet) COMP
 FK0285  MODELED GRAVITY -    979,588.6   (mgal)                       NAVD 88
 FK0285
 FK0285  VERT ORDER      -  SECOND    CLASS 0
 FK0285
 FK0285.The horizontal coordinates were scaled from a map and have
 FK0285.an estimated accuracy of +/- 6 seconds.
 FK0285
 FK0285.The orthometric height was determined by differential leveling and
 FK0285.adjusted by the NATIONAL GEODETIC SURVEY
 FK0285.in June 1991.
 FK0285
 FK0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0285.GEOID18 height accuracy estimate available here.
 FK0285
 FK0285.Click photographs - Photos may exist for this station.
 FK0285
 FK0285.The dynamic height is computed by dividing the NAVD 88
 FK0285.geopotential number by the normal gravity value computed on the
 FK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0285.degrees latitude (g = 980.6199 gals.).
 FK0285
 FK0285.The modeled gravity was interpolated from observed gravity values.
 FK0285
 FK0285;                    North         East    Units  Estimated Accuracy
 FK0285;SPC OK N     -    89,330.      478,450.      MT  (+/- 180 meters Scaled)
 FK0285
 FK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME688615(NAD 83)
 FK0285
 FK0285                          SUPERSEDED SURVEY CONTROL
 FK0285
 FK0285  NGVD 29 (??/??/92)  567.148  (m)         1860.72   (f) ADJ UNCH    2 0
 FK0285
 FK0285.Superseded values are not recommended for survey control.
 FK0285
 FK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0285.See file dsdata.pdf to determine how the superseded data were derived.
 FK0285
 FK0285_MARKER: DB = BENCH MARK DISK
 FK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0285_STAMPING: H 25 1934
 FK0285_MARK LOGO: CGS
 FK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0285+STABILITY: SURFACE MOTION
 FK0285
 FK0285  HISTORY     - Date     Condition        Report By
 FK0285  HISTORY     - 1934     MONUMENTED       CGS
 FK0285  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0285
 FK0285                          STATION DESCRIPTION
 FK0285
 FK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0285'4.3 MI N FROM MOOREWOOD.
 FK0285'4.3 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0285'THE STATION AT MOOREHEAD, CUSTER COUNTY, 0.5 MILE SOUTHEAST
 FK0285'OF MILEPOST 167, 210 FEET SOUTHEAST OF A SECTION-LINE ROAD
 FK0285'CROSSING, AT THE SOUTHEAST END OF A DIRT CUT, 33 FEET SOUTHWEST
 FK0285'OF THE SOUTHWEST RAIL, AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY
 FK0285'FENCE LINE.  A STANDARD DISK, STAMPED H 25 1934 AND SET IN THE
 FK0285'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0464 ***********************************************************************
 GJ0464  DESIGNATION -  H 25 T
 GJ0464  PID         -  GJ0464
 GJ0464  STATE/COUNTY-  OK/WOODS
 GJ0464  COUNTRY     -  US
 GJ0464  USGS QUAD   -  AVARD (2018)
 GJ0464
 GJ0464                         *CURRENT SURVEY CONTROL
 GJ0464  ______________________________________________________________________
 GJ0464* NAD 83(1986) POSITION- 36 41 45.     (N) 098 47 37.     (W)   SCALED
 GJ0464* NAVD 88 ORTHO HEIGHT -   451.365 (meters)     1480.85  (feet) ADJUSTED
 GJ0464  ______________________________________________________________________
 GJ0464  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 GJ0464  DYNAMIC HEIGHT  -        450.956 (meters)     1479.51  (feet) COMP
 GJ0464  MODELED GRAVITY -    979,712.1   (mgal)                       NAVD 88
 GJ0464
 GJ0464  VERT ORDER      -  FIRST     CLASS II
 GJ0464
 GJ0464.The horizontal coordinates were scaled from a map and have
 GJ0464.an estimated accuracy of +/- 6 seconds.
 GJ0464
 GJ0464.The orthometric height was determined by differential leveling and
 GJ0464.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0464.in June 1991.
 GJ0464
 GJ0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0464.GEOID18 height accuracy estimate available here.
 GJ0464
 GJ0464.Click photographs - Photos may exist for this station.
 GJ0464
 GJ0464.The dynamic height is computed by dividing the NAVD 88
 GJ0464.geopotential number by the normal gravity value computed on the
 GJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0464.degrees latitude (g = 980.6199 gals.).
 GJ0464
 GJ0464.The modeled gravity was interpolated from observed gravity values.
 GJ0464
 GJ0464;                    North         East    Units  Estimated Accuracy
 GJ0464;SPC OK N     -   188,450.      529,080.      MT  (+/- 180 meters Scaled)
 GJ0464
 GJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF184611(NAD 83)
 GJ0464
 GJ0464                          SUPERSEDED SURVEY CONTROL
 GJ0464
 GJ0464  NGVD 29 (04/22/92)  451.168  (m)         1480.21   (f) ADJUSTED    1 2
 GJ0464
 GJ0464.Superseded values are not recommended for survey control.
 GJ0464
 GJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0464.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0464
 GJ0464_MARKER: X = CHISELED CROSS
 GJ0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0464_SP_SET: TOP OF SECTION OF RAIL
 GJ0464_MARK LOGO: NONE
 GJ0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0464
 GJ0464  HISTORY     - Date     Condition        Report By
 GJ0464  HISTORY     - 1928     MONUMENTED       USGS
 GJ0464
 GJ0464                          STATION DESCRIPTION
 GJ0464
 GJ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0464'0.6 KM (0.40 MI) SW FROM AVARD.
 GJ0464'AVARD, 0.43 MILES SOUTH OF THE SANTA FE RAILWAY STATION, 24 FEET WEST
 GJ0464'OF TRACK AND 47 FEET SOUTH OF ROAD, ON TOP OF SECTION OF RAIL,
 GJ0464'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0187 ***********************************************************************
 GJ0187  DESIGNATION -  H 26
 GJ0187  PID         -  GJ0187
 GJ0187  STATE/COUNTY-  OK/WOODS
 GJ0187  COUNTRY     -  US
 GJ0187  USGS QUAD   -  AVARD (2018)
 GJ0187
 GJ0187                         *CURRENT SURVEY CONTROL
 GJ0187  ______________________________________________________________________
 GJ0187* NAD 83(1986) POSITION- 36 40 53.     (N) 098 48 26.     (W)   SCALED
 GJ0187* NAVD 88 ORTHO HEIGHT -   455.121 (meters)     1493.18  (feet) ADJUSTED
 GJ0187  ______________________________________________________________________
 GJ0187  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GJ0187  DYNAMIC HEIGHT  -        454.708 (meters)     1491.82  (feet) COMP
 GJ0187  MODELED GRAVITY -    979,709.8   (mgal)                       NAVD 88
 GJ0187
 GJ0187  VERT ORDER      -  FIRST     CLASS II
 GJ0187
 GJ0187.The horizontal coordinates were scaled from a map and have
 GJ0187.an estimated accuracy of +/- 6 seconds.
 GJ0187
 GJ0187.The orthometric height was determined by differential leveling and
 GJ0187.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0187.in June 1991.
 GJ0187
 GJ0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0187.GEOID18 height accuracy estimate available here.
 GJ0187
 GJ0187.Click photographs - Photos may exist for this station.
 GJ0187
 GJ0187.The dynamic height is computed by dividing the NAVD 88
 GJ0187.geopotential number by the normal gravity value computed on the
 GJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0187.degrees latitude (g = 980.6199 gals.).
 GJ0187
 GJ0187.The modeled gravity was interpolated from observed gravity values.
 GJ0187
 GJ0187;                    North         East    Units  Estimated Accuracy
 GJ0187;SPC OK N     -   186,860.      527,850.      MT  (+/- 180 meters Scaled)
 GJ0187
 GJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF172595(NAD 83)
 GJ0187
 GJ0187                          SUPERSEDED SURVEY CONTROL
 GJ0187
 GJ0187  NGVD 29 (??/??/92)  454.925  (m)         1492.53   (f) SUPERSEDED  1 2
 GJ0187  NGVD 29 (04/22/92)  454.925  (m)         1492.53   (f) ADJUSTED    1 2
 GJ0187
 GJ0187.Superseded values are not recommended for survey control.
 GJ0187
 GJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0187.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0187
 GJ0187_MARKER: DD = SURVEY DISK
 GJ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0187_STAMPING: H 26 1928
 GJ0187_MARK LOGO: USGS
 GJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0187+STABILITY: SURFACE MOTION
 GJ0187
 GJ0187  HISTORY     - Date     Condition        Report By
 GJ0187  HISTORY     - 1928     MONUMENTED       USGS
 GJ0187  HISTORY     - 1934     GOOD             CGS
 GJ0187  HISTORY     - 1935     GOOD             CGS
 GJ0187
 GJ0187                          STATION DESCRIPTION
 GJ0187
 GJ0187'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0187'1.7 MI SW FROM AVARD.
 GJ0187'ABOUT 1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GJ0187'FE RAILWAY FROM AVARD, WOODS COUNTY, 61 FEET SOUTH OF A SECTION-LINE
 GJ0187'ROAD, 46 FEET WEST OF THE TRACK, IN LINE WITH A ROW OF POLES, AND
 GJ0187'15-1/2 FEET SOUTH OF POLE MARKED U.S. 1493 P.B.M.  A UNITED STATES
 GJ0187'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 26 1928 AND SET IN
 GJ0187'THE TOP OF A CONCRETE POST.
 GJ0187
 GJ0187                          STATION RECOVERY (1934)
 GJ0187
 GJ0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0187'RECOVERED IN GOOD CONDITION.
 GJ0187
 GJ0187                          STATION RECOVERY (1935)
 GJ0187
 GJ0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GJ0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0365 ***********************************************************************
 FK0365  DESIGNATION -  H 26
 FK0365  PID         -  FK0365
 FK0365  STATE/COUNTY-  OK/BECKHAM
 FK0365  COUNTRY     -  US
 FK0365  USGS QUAD   -  HOCKER (2018)
 FK0365
 FK0365                         *CURRENT SURVEY CONTROL
 FK0365  ______________________________________________________________________
 FK0365* NAD 83(1986) POSITION- 35 16 37.20   (N) 099 28 56.28   (W)   HD_HELD1
 FK0365* NAVD 88 ORTHO HEIGHT -   586.367 (meters)     1923.77  (feet) ADJUSTED
 FK0365  ______________________________________________________________________
 FK0365  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 FK0365  DYNAMIC HEIGHT  -        585.754 (meters)     1921.76  (feet) COMP
 FK0365  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 FK0365
 FK0365  VERT ORDER      -  SECOND    CLASS 0
 FK0365
 FK0365.The horizontal coordinates were determined by differentially corrected
 FK0365.hand held GPS observations or other comparable positioning techniques
 FK0365.and have an estimated accuracy of +/- 3 meters.
 FK0365
 FK0365.The orthometric height was determined by differential leveling and
 FK0365.adjusted by the NATIONAL GEODETIC SURVEY
 FK0365.in June 1991.
 FK0365
 FK0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0365.GEOID18 height accuracy estimate available here.
 FK0365
 FK0365.Click photographs - Photos may exist for this station.
 FK0365
 FK0365.The dynamic height is computed by dividing the NAVD 88
 FK0365.geopotential number by the normal gravity value computed on the
 FK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0365.degrees latitude (g = 980.6199 gals.).
 FK0365
 FK0365.The modeled gravity was interpolated from observed gravity values.
 FK0365
 FK0365;                    North         East    Units  Estimated Accuracy
 FK0365;SPC OK S     -   216,596.1     465,144.8     MT  (+/- 3 meters HH1 GPS) 
 FK0365
 FK0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME5613703868(NAD 83)
 FK0365
 FK0365                          SUPERSEDED SURVEY CONTROL
 FK0365
 FK0365  NGVD 29 (??/??/92)  586.116  (m)         1922.95   (f) ADJ UNCH    2 0
 FK0365
 FK0365.Superseded values are not recommended for survey control.
 FK0365
 FK0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0365.See file dsdata.pdf to determine how the superseded data were derived.
 FK0365
 FK0365_MARKER: DB = BENCH MARK DISK
 FK0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0365_STAMPING: H 26 1934
 FK0365_MARK LOGO: CGS
 FK0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0365+STABILITY: SURFACE MOTION
 FK0365
 FK0365  HISTORY     - Date     Condition        Report By
 FK0365  HISTORY     - 1934     MONUMENTED       CGS
 FK0365  HISTORY     - 19951124 GOOD             OKDOT
 FK0365
 FK0365                          STATION DESCRIPTION
 FK0365
 FK0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0365'4.3 MI NE FROM CARTER.
 FK0365'4.3 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0365'FROM THE STATION AT CARTER, BECKHAM COUNTY, 0.2 MILE NORTH OF
 FK0365'MILEPOST 124, AT A SECTION-LINE ROAD CROSSING, 48 FEET WEST OF
 FK0365'THE WEST RAIL, 36 FEET NORTH OF THE ROAD, AND AT A FENCE CORNER.
 FK0365'A STANDARD DISK, STAMPED H 26 1934 AND SET IN THE TOP OF A
 FK0365'CONCRETE POST.
 FK0365
 FK0365                          STATION RECOVERY (1995)
 FK0365
 FK0365'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0365'FROM THE JUNCTION OF SH 6 AND SH 152 SOUTH OF ELK CITY, GO WEST ON SH
 FK0365'152 FOR 6.60 KM (4.10 MI) TO A CROSS ROAD, GO SOUTH ON A GRAVEL ROAD
 FK0365'FOR 1.60 KM, (1.00 MI) GO WEST ON A GRAVEL ROAD FOR 1.12 KM (0.70 MI)
 FK0365'TO THE MARK ON THE RIGHT, OR FROM THE JUNCTION OF SH 34 AND SH 152, GO
 FK0365'EAST ON SH 152 FOR 1.60 KM (1.00 MI) TO A CROSS ROAD, GO SOUTH ON A
 FK0365'GRAVEL ROAD FOR 1.60 KM (1.00 MI) TO A CROSS ROAD, GO EAST ON A GRAVEL
 FK0365'ROAD FOR 0.48 KM (0.30 MI) TO THE MARK ON THE LEFT.  IT IS WEST OF AN
 FK0365'ABANDONED RAILROAD FILL, 10.8 M (35.4 FT) NORTH OF THE CENTER OF
 FK0365'GRAVEL ROAD, 1.3 M (4.3 FT) NORTH OF TN E-W FENCE, 0.3 M (1.0 FT) EAST
 FK0365'OF A FENCE BEARING NORTHEASTERLY, 0.8 M (2.6 FT) WEST OF A STEEL
 FK0365'WITNESS POST, 0.8 M (2.6 FT) SOUTH OF A STEEL WITNESS POST, PROJECTS
 FK0365'0.2 M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0465 ***********************************************************************
 GJ0465  DESIGNATION -  H 26 U
 GJ0465  PID         -  GJ0465
 GJ0465  STATE/COUNTY-  OK/WOODS
 GJ0465  COUNTRY     -  US
 GJ0465  USGS QUAD   -  AVARD (2018)
 GJ0465
 GJ0465                         *CURRENT SURVEY CONTROL
 GJ0465  ______________________________________________________________________
 GJ0465* NAD 83(1986) POSITION- 36 40 01.     (N) 098 49 17.     (W)   SCALED
 GJ0465* NAVD 88 ORTHO HEIGHT -   466.705 (meters)     1531.18  (feet) ADJUSTED
 GJ0465  ______________________________________________________________________
 GJ0465  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 GJ0465  DYNAMIC HEIGHT  -        466.280 (meters)     1529.79  (feet) COMP
 GJ0465  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 GJ0465
 GJ0465  VERT ORDER      -  FIRST     CLASS II
 GJ0465
 GJ0465.The horizontal coordinates were scaled from a map and have
 GJ0465.an estimated accuracy of +/- 6 seconds.
 GJ0465
 GJ0465.The orthometric height was determined by differential leveling and
 GJ0465.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0465.in June 1991.
 GJ0465
 GJ0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0465.GEOID18 height accuracy estimate available here.
 GJ0465
 GJ0465.Click photographs - Photos may exist for this station.
 GJ0465
 GJ0465.The dynamic height is computed by dividing the NAVD 88
 GJ0465.geopotential number by the normal gravity value computed on the
 GJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0465.degrees latitude (g = 980.6199 gals.).
 GJ0465
 GJ0465.The modeled gravity was interpolated from observed gravity values.
 GJ0465
 GJ0465;                    North         East    Units  Estimated Accuracy
 GJ0465;SPC OK N     -   185,270.      526,570.      MT  (+/- 180 meters Scaled)
 GJ0465
 GJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF159579(NAD 83)
 GJ0465
 GJ0465                          SUPERSEDED SURVEY CONTROL
 GJ0465
 GJ0465  NGVD 29 (04/22/92)  466.507  (m)         1530.53   (f) ADJUSTED    1 2
 GJ0465
 GJ0465.Superseded values are not recommended for survey control.
 GJ0465
 GJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0465.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0465
 GJ0465_MARKER: X = CHISELED CROSS
 GJ0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0465_SP_SET: TOP OF SECTION OF RAIL
 GJ0465_MARK LOGO: NONE
 GJ0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0465
 GJ0465  HISTORY     - Date     Condition        Report By
 GJ0465  HISTORY     - 1928     MONUMENTED       USGS
 GJ0465
 GJ0465                          STATION DESCRIPTION
 GJ0465
 GJ0465'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0465'4.8 KM (3.00 MI) SW FROM AVARD.
 GJ0465'AVARD, 2.97 MILES SOUTHWEST OF, 47.5 FEET WEST OF TRACK AND 40 FEET
 GJ0465'SOUTH OF ROAD, 3 FEET SOUTH BY 3 FEET EAST OF ANGLE IN FENCE LINE, ON
 GJ0465'TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0466 ***********************************************************************
 GJ0466  DESIGNATION -  H 26 V
 GJ0466  PID         -  GJ0466
 GJ0466  STATE/COUNTY-  OK/WOODS
 GJ0466  COUNTRY     -  US
 GJ0466  USGS QUAD   -  AVARD (2018)
 GJ0466
 GJ0466                         *CURRENT SURVEY CONTROL
 GJ0466  ______________________________________________________________________
 GJ0466* NAD 83(1986) POSITION- 36 39 39.     (N) 098 49 39.     (W)   SCALED
 GJ0466* NAVD 88 ORTHO HEIGHT -   471.413 (meters)     1546.63  (feet) ADJUSTED
 GJ0466  ______________________________________________________________________
 GJ0466  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 GJ0466  DYNAMIC HEIGHT  -        470.984 (meters)     1545.22  (feet) COMP
 GJ0466  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 GJ0466
 GJ0466  VERT ORDER      -  FIRST     CLASS II
 GJ0466
 GJ0466.The horizontal coordinates were scaled from a map and have
 GJ0466.an estimated accuracy of +/- 6 seconds.
 GJ0466
 GJ0466.The orthometric height was determined by differential leveling and
 GJ0466.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0466.in June 1991.
 GJ0466
 GJ0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0466.GEOID18 height accuracy estimate available here.
 GJ0466
 GJ0466.Click photographs - Photos may exist for this station.
 GJ0466
 GJ0466.The dynamic height is computed by dividing the NAVD 88
 GJ0466.geopotential number by the normal gravity value computed on the
 GJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0466.degrees latitude (g = 980.6199 gals.).
 GJ0466
 GJ0466.The modeled gravity was interpolated from observed gravity values.
 GJ0466
 GJ0466;                    North         East    Units  Estimated Accuracy
 GJ0466;SPC OK N     -   184,590.      526,020.      MT  (+/- 180 meters Scaled)
 GJ0466
 GJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF154572(NAD 83)
 GJ0466
 GJ0466                          SUPERSEDED SURVEY CONTROL
 GJ0466
 GJ0466  NGVD 29 (04/22/92)  471.215  (m)         1545.98   (f) ADJUSTED    1 2
 GJ0466
 GJ0466.Superseded values are not recommended for survey control.
 GJ0466
 GJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0466.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0466
 GJ0466_MARKER: X = CHISELED CROSS
 GJ0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0466_SP_SET: TOP OF SECTION OF RAIL
 GJ0466_MARK LOGO: NONE
 GJ0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0466
 GJ0466  HISTORY     - Date     Condition        Report By
 GJ0466  HISTORY     - 1928     MONUMENTED       USGS
 GJ0466
 GJ0466                          STATION DESCRIPTION
 GJ0466
 GJ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0466'5.6 KM (3.50 MI) SW FROM AVARD.
 GJ0466'AVARD, 3.54 MILES SOUTHWEST OF, 46 FEET WEST OF TRACK AND 4 FEET EAST
 GJ0466'OF ROAD, 3 FEET WEST OF CORNER FENCE POST, ON TOP OF SECTION OF RAIL,
 GJ0466'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0188 ***********************************************************************
 GJ0188  DESIGNATION -  H 27
 GJ0188  PID         -  GJ0188
 GJ0188  STATE/COUNTY-  OK/WOODS
 GJ0188  COUNTRY     -  US
 GJ0188  USGS QUAD   -  AVARD (2018)
 GJ0188
 GJ0188                         *CURRENT SURVEY CONTROL
 GJ0188  ______________________________________________________________________
 GJ0188* NAD 83(1986) POSITION- 36 39 09.     (N) 098 50 02.     (W)   SCALED
 GJ0188* NAVD 88 ORTHO HEIGHT -   469.802 (meters)     1541.34  (feet) ADJUSTED
 GJ0188  ______________________________________________________________________
 GJ0188  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 GJ0188  DYNAMIC HEIGHT  -        469.374 (meters)     1539.94  (feet) COMP
 GJ0188  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 GJ0188
 GJ0188  VERT ORDER      -  FIRST     CLASS II
 GJ0188
 GJ0188.The horizontal coordinates were scaled from a map and have
 GJ0188.an estimated accuracy of +/- 6 seconds.
 GJ0188
 GJ0188.The orthometric height was determined by differential leveling and
 GJ0188.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0188.in June 1991.
 GJ0188
 GJ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0188.GEOID18 height accuracy estimate available here.
 GJ0188
 GJ0188.Click photographs - Photos may exist for this station.
 GJ0188
 GJ0188.The dynamic height is computed by dividing the NAVD 88
 GJ0188.geopotential number by the normal gravity value computed on the
 GJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0188.degrees latitude (g = 980.6199 gals.).
 GJ0188
 GJ0188.The modeled gravity was interpolated from observed gravity values.
 GJ0188
 GJ0188;                    North         East    Units  Estimated Accuracy
 GJ0188;SPC OK N     -   183,670.      525,440.      MT  (+/- 180 meters Scaled)
 GJ0188
 GJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF148563(NAD 83)
 GJ0188
 GJ0188                          SUPERSEDED SURVEY CONTROL
 GJ0188
 GJ0188  NGVD 29 (??/??/92)  469.603  (m)         1540.69   (f) SUPERSEDED  1 2
 GJ0188  NGVD 29 (04/22/92)  469.603  (m)         1540.69   (f) ADJUSTED    1 2
 GJ0188
 GJ0188.Superseded values are not recommended for survey control.
 GJ0188
 GJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0188.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0188
 GJ0188_MARKER: DD = SURVEY DISK
 GJ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0188_STAMPING: H 27 1928
 GJ0188_MARK LOGO: USGS
 GJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0188+STABILITY: SURFACE MOTION
 GJ0188
 GJ0188  HISTORY     - Date     Condition        Report By
 GJ0188  HISTORY     - 1928     MONUMENTED       USGS
 GJ0188  HISTORY     - 1934     GOOD             USGS
 GJ0188
 GJ0188                          STATION DESCRIPTION
 GJ0188
 GJ0188'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 GJ0188'AT AVARD.
 GJ0188'SQUARE CONCRETE POST 0.66 FOOT SQUARE, PROJECTING ABOUT 6 INCHES.
 GJ0188'MARK IS ABOUT 144 YARDS FROM BELL TELEPHONE POLE 1292-E491.  51
 GJ0188'FEET S.E. OF THE S.E. RAIL, 33.9 FEET SOUTH OF THE CENTERLINE OF
 GJ0188'AN EAST-WEST ROAD, AND 3.8 FEET S.E. OF CORNER POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0467 ***********************************************************************
 GJ0467  DESIGNATION -  H 27 W
 GJ0467  PID         -  GJ0467
 GJ0467  STATE/COUNTY-  OK/WOODS
 GJ0467  COUNTRY     -  US
 GJ0467  USGS QUAD   -  AVARD (2018)
 GJ0467
 GJ0467                         *CURRENT SURVEY CONTROL
 GJ0467  ______________________________________________________________________
 GJ0467* NAD 83(1986) POSITION- 36 38 23.     (N) 098 50 44.     (W)   SCALED
 GJ0467* NAVD 88 ORTHO HEIGHT -   466.851 (meters)     1531.66  (feet) ADJUSTED
 GJ0467  ______________________________________________________________________
 GJ0467  GEOID HEIGHT    -        -28.193 (meters)                     GEOID18
 GJ0467  DYNAMIC HEIGHT  -        466.424 (meters)     1530.26  (feet) COMP
 GJ0467  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 GJ0467
 GJ0467  VERT ORDER      -  FIRST     CLASS II
 GJ0467
 GJ0467.The horizontal coordinates were scaled from a map and have
 GJ0467.an estimated accuracy of +/- 6 seconds.
 GJ0467
 GJ0467.The orthometric height was determined by differential leveling and
 GJ0467.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0467.in June 1991.
 GJ0467
 GJ0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0467.GEOID18 height accuracy estimate available here.
 GJ0467
 GJ0467.Click photographs - Photos may exist for this station.
 GJ0467
 GJ0467.The dynamic height is computed by dividing the NAVD 88
 GJ0467.geopotential number by the normal gravity value computed on the
 GJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0467.degrees latitude (g = 980.6199 gals.).
 GJ0467
 GJ0467.The modeled gravity was interpolated from observed gravity values.
 GJ0467
 GJ0467;                    North         East    Units  Estimated Accuracy
 GJ0467;SPC OK N     -   182,270.      524,390.      MT  (+/- 180 meters Scaled)
 GJ0467
 GJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF138549(NAD 83)
 GJ0467
 GJ0467                          SUPERSEDED SURVEY CONTROL
 GJ0467
 GJ0467  NGVD 29 (04/22/92)  466.651  (m)         1531.00   (f) ADJUSTED    1 2
 GJ0467
 GJ0467.Superseded values are not recommended for survey control.
 GJ0467
 GJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0467.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0467
 GJ0467_MARKER: X = CHISELED CROSS
 GJ0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0467_SP_SET: TOP OF SECTION OF RAIL
 GJ0467_MARK LOGO: NONE
 GJ0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0467
 GJ0467  HISTORY     - Date     Condition        Report By
 GJ0467  HISTORY     - 1928     MONUMENTED       USGS
 GJ0467
 GJ0467                          STATION DESCRIPTION
 GJ0467
 GJ0467'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0467'7.1 KM (4.40 MI) NE FROM WAYNOKA.
 GJ0467'WAYNOKA, 4.42 MILES NORTHEAST OF, 49 FEET WEST OF TRACK AND 29 FEET
 GJ0467'EAST OF ROAD, 200 FEET NORTH OF CROSSING, 2.5 FEET NORTH OF CORNER
 GJ0467'FENCE POST, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0260 ***********************************************************************
 EM0260  DESIGNATION -  H 27=TT 25 E 3
 EM0260  PID         -  EM0260
 EM0260  STATE/COUNTY-  OK/JACKSON
 EM0260  COUNTRY     -  US
 EM0260  USGS QUAD   -  ALTUS (2018)
 EM0260
 EM0260                         *CURRENT SURVEY CONTROL
 EM0260  ______________________________________________________________________
 EM0260* NAD 83(1986) POSITION- 34 42 09.02   (N) 099 22 09.49   (W)   HD_HELD1
 EM0260* NAVD 88 ORTHO HEIGHT -   426.694 (meters)     1399.91  (feet) ADJUSTED
 EM0260  ______________________________________________________________________
 EM0260  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 EM0260  DYNAMIC HEIGHT  -        426.242 (meters)     1398.43  (feet) COMP
 EM0260  MODELED GRAVITY -    979,562.8   (mgal)                       NAVD 88
 EM0260
 EM0260  VERT ORDER      -  SECOND    CLASS 0
 EM0260
 EM0260.The horizontal coordinates were determined by differentially corrected
 EM0260.hand held GPS observations or other comparable positioning techniques
 EM0260.and have an estimated accuracy of +/- 3 meters.
 EM0260
 EM0260.The orthometric height was determined by differential leveling and
 EM0260.adjusted by the NATIONAL GEODETIC SURVEY
 EM0260.in June 1991.
 EM0260
 EM0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0260.GEOID18 height accuracy estimate available here.
 EM0260
 EM0260.Click photographs - Photos may exist for this station.
 EM0260
 EM0260.The dynamic height is computed by dividing the NAVD 88
 EM0260.geopotential number by the normal gravity value computed on the
 EM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0260.degrees latitude (g = 980.6199 gals.).
 EM0260
 EM0260.The modeled gravity was interpolated from observed gravity values.
 EM0260
 EM0260;                    North         East    Units  Estimated Accuracy
 EM0260;SPC OK S     -   152,724.4     474,559.7     MT  (+/- 3 meters HH1 GPS) 
 EM0260
 EM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6617840114(NAD 83)
 EM0260
 EM0260                          SUPERSEDED SURVEY CONTROL
 EM0260
 EM0260  NGVD 29 (??/??/92)  426.502  (m)         1399.28   (f) ADJ UNCH    2 0
 EM0260
 EM0260.Superseded values are not recommended for survey control.
 EM0260
 EM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0260.See file dsdata.pdf to determine how the superseded data were derived.
 EM0260
 EM0260_MARKER: DB = BENCH MARK DISK
 EM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0260_STAMPING: H 27 1934 25 E 3 TT 1936
 EM0260_MARK LOGO: CGS
 EM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0260+STABILITY: SURFACE MOTION
 EM0260
 EM0260  HISTORY     - Date     Condition        Report By
 EM0260  HISTORY     - 1934     MONUMENTED       CGS
 EM0260  HISTORY     - 1936     GOOD             CGS
 EM0260  HISTORY     - 1962     MARK NOT FOUND   USGS
 EM0260
 EM0260                          STATION DESCRIPTION
 EM0260
 EM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0260'2.0 MI SE FROM MARTHA.
 EM0260'2.0 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0260'STATION AT MARTHA, JACKSON COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 81,
 EM0260'40 FEET WEST OF THE CROSSING OF A NORTH-AND-SOUTH SECTIONLINE ROAD,
 EM0260'AND AT THE RAILROAD RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED H 27
 EM0260'1934 25 E 3 TT 1936 AND SET IN THE TOP OF CONCRETE POST.  NOTE--
 EM0260'RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD CROSSING IS
 EM0260'ABOUT 0.3 MILE NORTHWEST OF MILEPOST 81. NOTE-- THE MARK IS 46 FEET
 EM0260'SOUTHWEST OF THE SOUTHWEST RAIL AND 57 FEET WEST OF CENTER OF THE
 EM0260'NORTH-SOUTH ROAD.
 EM0260
 EM0260                          STATION RECOVERY (1962)
 EM0260
 EM0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0189 ***********************************************************************
 GJ0189  DESIGNATION -  H 28
 GJ0189  PID         -  GJ0189
 GJ0189  STATE/COUNTY-  OK/WOODS
 GJ0189  COUNTRY     -  US
 GJ0189  USGS QUAD   -  WAYNOKA EAST (2018)
 GJ0189
 GJ0189                         *CURRENT SURVEY CONTROL
 GJ0189  ______________________________________________________________________
 GJ0189* NAD 83(1986) POSITION- 36 37 05.     (N) 098 51 48.     (W)   SCALED
 GJ0189* NAVD 88 ORTHO HEIGHT -   459.208 (meters)     1506.58  (feet) ADJUSTED
 GJ0189  ______________________________________________________________________
 GJ0189  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 GJ0189  DYNAMIC HEIGHT  -        458.789 (meters)     1505.21  (feet) COMP
 GJ0189  MODELED GRAVITY -    979,704.6   (mgal)                       NAVD 88
 GJ0189
 GJ0189  VERT ORDER      -  FIRST     CLASS II
 GJ0189
 GJ0189.The horizontal coordinates were scaled from a map and have
 GJ0189.an estimated accuracy of +/- 6 seconds.
 GJ0189
 GJ0189.The orthometric height was determined by differential leveling and
 GJ0189.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0189.in June 1991.
 GJ0189
 GJ0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0189.GEOID18 height accuracy estimate available here.
 GJ0189
 GJ0189.Click photographs - Photos may exist for this station.
 GJ0189
 GJ0189.The dynamic height is computed by dividing the NAVD 88
 GJ0189.geopotential number by the normal gravity value computed on the
 GJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0189.degrees latitude (g = 980.6199 gals.).
 GJ0189
 GJ0189.The modeled gravity was interpolated from observed gravity values.
 GJ0189
 GJ0189;                    North         East    Units  Estimated Accuracy
 GJ0189;SPC OK N     -   179,880.      522,770.      MT  (+/- 180 meters Scaled)
 GJ0189
 GJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF122525(NAD 83)
 GJ0189
 GJ0189                          SUPERSEDED SURVEY CONTROL
 GJ0189
 GJ0189  NGVD 29 (??/??/92)  459.003  (m)         1505.91   (f) SUPERSEDED  1 2
 GJ0189  NGVD 29 (04/22/92)  459.030  (m)         1506.00   (f) ADJUSTED    1 2
 GJ0189
 GJ0189.Superseded values are not recommended for survey control.
 GJ0189
 GJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0189.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0189
 GJ0189_MARKER: DD = SURVEY DISK
 GJ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0189_STAMPING: H 28 1928
 GJ0189_MARK LOGO: USGS
 GJ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0189+STABILITY: SURFACE MOTION
 GJ0189
 GJ0189  HISTORY     - Date     Condition        Report By
 GJ0189  HISTORY     - 1928     MONUMENTED       USGS
 GJ0189  HISTORY     - 1934     GOOD             CGS
 GJ0189
 GJ0189                          STATION DESCRIPTION
 GJ0189
 GJ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0189'2.6 MI NE FROM WAYNOKA.
 GJ0189'WAYNOKA, 2.6 MILES NORTHEAST OF, 52.5 FEET SOUTHEAST OF CROSSING
 GJ0189'OF SANTA FE RAILWAY AND NORTH-SOUTH ROAD, 35 FEET EAST OF A
 GJ0189'ROAD, 3.6 FEET EAST OF AN ANGLE IN THE FENCE LINE, IN THE TOP OF
 GJ0189'A CONCRETE POST, A BRONZE DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0468 ***********************************************************************
 GJ0468  DESIGNATION -  H 28 X
 GJ0468  PID         -  GJ0468
 GJ0468  STATE/COUNTY-  OK/WOODS
 GJ0468  COUNTRY     -  US
 GJ0468  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0468
 GJ0468                         *CURRENT SURVEY CONTROL
 GJ0468  ______________________________________________________________________
 GJ0468* NAD 83(1986) POSITION- 36 35 44.     (N) 098 52 37.     (W)   SCALED
 GJ0468* NAVD 88 ORTHO HEIGHT -   454.461 (meters)     1491.01  (feet) ADJUSTED
 GJ0468  ______________________________________________________________________
 GJ0468  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 GJ0468  DYNAMIC HEIGHT  -        454.046 (meters)     1489.65  (feet) COMP
 GJ0468  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 GJ0468
 GJ0468  VERT ORDER      -  FIRST     CLASS II
 GJ0468
 GJ0468.The horizontal coordinates were scaled from a map and have
 GJ0468.an estimated accuracy of +/- 6 seconds.
 GJ0468
 GJ0468.The orthometric height was determined by differential leveling and
 GJ0468.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0468.in June 1991.
 GJ0468
 GJ0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0468.GEOID18 height accuracy estimate available here.
 GJ0468
 GJ0468.Click photographs - Photos may exist for this station.
 GJ0468
 GJ0468.The dynamic height is computed by dividing the NAVD 88
 GJ0468.geopotential number by the normal gravity value computed on the
 GJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0468.degrees latitude (g = 980.6199 gals.).
 GJ0468
 GJ0468.The modeled gravity was interpolated from observed gravity values.
 GJ0468
 GJ0468;                    North         East    Units  Estimated Accuracy
 GJ0468;SPC OK N     -   177,390.      521,530.      MT  (+/- 180 meters Scaled)
 GJ0468
 GJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF110500(NAD 83)
 GJ0468
 GJ0468                          SUPERSEDED SURVEY CONTROL
 GJ0468
 GJ0468  NGVD 29 (04/22/92)  454.259  (m)         1490.35   (f) ADJUSTED    1 2
 GJ0468
 GJ0468.Superseded values are not recommended for survey control.
 GJ0468
 GJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0468.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0468
 GJ0468_MARKER: Q = CHISELED SQUARE
 GJ0468_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GJ0468_SP_SET: FOUNDATION OF WATER SPOUT
 GJ0468_MARK LOGO: NONE
 GJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0468+STABILITY: SURFACE MOTION
 GJ0468
 GJ0468  HISTORY     - Date     Condition        Report By
 GJ0468  HISTORY     - 1928     MONUMENTED       USGS
 GJ0468
 GJ0468                          STATION DESCRIPTION
 GJ0468
 GJ0468'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0468'1.4 KM (0.90 MI) NNE FROM WAYNOKA.
 GJ0468'WAYNOKA, 0.86 MILES NORTHEAST OF, 50 FEET EAST OF MAIN LINE TRACK, IN
 GJ0468'CENTER OF WEST SIDE OF CONCRETE FOUNDATION OF RIALROAD WATER SPOUT,
 GJ0468'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0212 ***********************************************************************
 EM0212  DESIGNATION -  H 29
 EM0212  PID         -  EM0212
 EM0212  STATE/COUNTY-  OK/KIOWA
 EM0212  COUNTRY     -  US
 EM0212  USGS QUAD   -  BABBS (2018)
 EM0212
 EM0212                         *CURRENT SURVEY CONTROL
 EM0212  ______________________________________________________________________
 EM0212* NAD 83(1986) POSITION- 34 54 03.     (N) 099 02 31.     (W)   SCALED
 EM0212* NAVD 88 ORTHO HEIGHT -   455.687 (meters)     1495.03  (feet) ADJUSTED
 EM0212  ______________________________________________________________________
 EM0212  GEOID HEIGHT    -        -25.558 (meters)                     GEOID18
 EM0212  DYNAMIC HEIGHT  -        455.240 (meters)     1493.57  (feet) COMP
 EM0212  MODELED GRAVITY -    979,637.8   (mgal)                       NAVD 88
 EM0212
 EM0212  VERT ORDER      -  SECOND    CLASS 0
 EM0212
 EM0212.The horizontal coordinates were scaled from a map and have
 EM0212.an estimated accuracy of +/- 6 seconds.
 EM0212
 EM0212.The orthometric height was determined by differential leveling and
 EM0212.adjusted by the NATIONAL GEODETIC SURVEY
 EM0212.in June 1991.
 EM0212
 EM0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0212.GEOID18 height accuracy estimate available here.
 EM0212
 EM0212.Click photographs - Photos may exist for this station.
 EM0212
 EM0212.The dynamic height is computed by dividing the NAVD 88
 EM0212.geopotential number by the normal gravity value computed on the
 EM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0212.degrees latitude (g = 980.6199 gals.).
 EM0212
 EM0212.The modeled gravity was interpolated from observed gravity values.
 EM0212
 EM0212;                    North         East    Units  Estimated Accuracy
 EM0212;SPC OK S     -   174,370.      504,780.      MT  (+/- 180 meters Scaled)
 EM0212
 EM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD961620(NAD 83)
 EM0212
 EM0212                          SUPERSEDED SURVEY CONTROL
 EM0212
 EM0212  NGVD 29 (??/??/92)  455.531  (m)         1494.52   (f) ADJ UNCH    2 0
 EM0212
 EM0212.Superseded values are not recommended for survey control.
 EM0212
 EM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0212.See file dsdata.pdf to determine how the superseded data were derived.
 EM0212
 EM0212_MARKER: DB = BENCH MARK DISK
 EM0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0212_SP_SET: CULVERT HEADWALL
 EM0212_STAMPING: H 29 1934
 EM0212_MARK LOGO: CGS
 EM0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0212+STABILITY: SURFACE MOTION
 EM0212
 EM0212  HISTORY     - Date     Condition        Report By
 EM0212  HISTORY     - 1934     MONUMENTED       CGS
 EM0212  HISTORY     - 1963     GOOD             CGS
 EM0212
 EM0212                          STATION DESCRIPTION
 EM0212
 EM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0212'9.1 MI S FROM HOBART.
 EM0212'9.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0212'STATION AT HOBART, ABOUT 1/4 MILE SOUTH AND EAST OF A FARMHOUSE, ABOUT
 EM0212'25 POLES SOUTH OF MILEPOST 725, ABOUT 800 FEET NORTH OF A CROSSROAD
 EM0212'AND A CROSSING, 120 FEET EAST OF THE TRACK, AND IN THE TOP OF THE
 EM0212'MIDDLE OF THE WEST END OF A CONCRETE CULVERT ON STATE HIGHWAY 14, 15
 EM0212'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 EM0212'H 29 1934.
 EM0212
 EM0212                          STATION RECOVERY (1963)
 EM0212
 EM0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0190 ***********************************************************************
 GJ0190  DESIGNATION -  H 29
 GJ0190  PID         -  GJ0190
 GJ0190  STATE/COUNTY-  OK/WOODS
 GJ0190  COUNTRY     -  US
 GJ0190  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0190
 GJ0190                         *CURRENT SURVEY CONTROL
 GJ0190  ______________________________________________________________________
 GJ0190* NAD 83(1986) POSITION- 36 35 03.     (N) 098 52 57.     (W)   SCALED
 GJ0190* NAVD 88 ORTHO HEIGHT -   450.229 (meters)     1477.13  (feet) ADJUSTED
 GJ0190  ______________________________________________________________________
 GJ0190  GEOID HEIGHT    -        -28.185 (meters)                     GEOID18
 GJ0190  DYNAMIC HEIGHT  -        449.817 (meters)     1475.77  (feet) COMP
 GJ0190  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 GJ0190
 GJ0190  VERT ORDER      -  FIRST     CLASS II
 GJ0190
 GJ0190.The horizontal coordinates were scaled from a map and have
 GJ0190.an estimated accuracy of +/- 6 seconds.
 GJ0190
 GJ0190.The orthometric height was determined by differential leveling and
 GJ0190.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0190.in June 1991.
 GJ0190
 GJ0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0190.GEOID18 height accuracy estimate available here.
 GJ0190
 GJ0190.Click photographs - Photos may exist for this station.
 GJ0190
 GJ0190.The dynamic height is computed by dividing the NAVD 88
 GJ0190.geopotential number by the normal gravity value computed on the
 GJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0190.degrees latitude (g = 980.6199 gals.).
 GJ0190
 GJ0190.The modeled gravity was interpolated from observed gravity values.
 GJ0190
 GJ0190;                    North         East    Units  Estimated Accuracy
 GJ0190;SPC OK N     -   176,130.      521,030.      MT  (+/- 180 meters Scaled)
 GJ0190
 GJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF105487(NAD 83)
 GJ0190
 GJ0190                          SUPERSEDED SURVEY CONTROL
 GJ0190
 GJ0190  NGVD 29 (??/??/92)  450.027  (m)         1476.46   (f) SUPERSEDED  1 2
 GJ0190  NGVD 29 (04/22/92)  450.027  (m)         1476.46   (f) ADJUSTED    1 2
 GJ0190
 GJ0190.Superseded values are not recommended for survey control.
 GJ0190
 GJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0190.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0190
 GJ0190_MARKER: DD = SURVEY DISK
 GJ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0190_STAMPING: H 29 1928
 GJ0190_MARK LOGO: USGS
 GJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0190+STABILITY: SURFACE MOTION
 GJ0190
 GJ0190  HISTORY     - Date     Condition        Report By
 GJ0190  HISTORY     - 1928     MONUMENTED       USGS
 GJ0190  HISTORY     - 1934     GOOD             CGS
 GJ0190
 GJ0190                          STATION DESCRIPTION
 GJ0190
 GJ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0190'AT WAYNOKA.
 GJ0190'AT WAYNOKA, 270 FEET NORTH OF NORTH END OF ATCHINSON TOPEKO
 GJ0190'AND SANTA FE RAILWAY STATION.  50 FEET EAST OF MAIN LINE TRACK.
 GJ0190'30 FEET WEST OF CENTER LINE OF ROAD, AND IN NORTH END OF RAILWAY
 GJ0190'PARK.  BRONZE DISK SET IN CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0471 ***********************************************************************
 GJ0471  DESIGNATION -  H 29 A
 GJ0471  PID         -  GJ0471
 GJ0471  STATE/COUNTY-  OK/WOODS
 GJ0471  COUNTRY     -  US
 GJ0471  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0471
 GJ0471                         *CURRENT SURVEY CONTROL
 GJ0471  ______________________________________________________________________
 GJ0471* NAD 83(1986) POSITION- 36 33 43.     (N) 098 55 55.     (W)   SCALED
 GJ0471* NAVD 88 ORTHO HEIGHT -   433.238 (meters)     1421.38  (feet) ADJUSTED
 GJ0471  ______________________________________________________________________
 GJ0471  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 GJ0471  DYNAMIC HEIGHT  -        432.842 (meters)     1420.08  (feet) COMP
 GJ0471  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 GJ0471
 GJ0471  VERT ORDER      -  FIRST     CLASS II
 GJ0471
 GJ0471.The horizontal coordinates were scaled from a map and have
 GJ0471.an estimated accuracy of +/- 6 seconds.
 GJ0471
 GJ0471.The orthometric height was determined by differential leveling and
 GJ0471.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0471.in June 1991.
 GJ0471
 GJ0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0471.GEOID18 height accuracy estimate available here.
 GJ0471
 GJ0471.Click photographs - Photos may exist for this station.
 GJ0471
 GJ0471.The dynamic height is computed by dividing the NAVD 88
 GJ0471.geopotential number by the normal gravity value computed on the
 GJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0471.degrees latitude (g = 980.6199 gals.).
 GJ0471
 GJ0471.The modeled gravity was interpolated from observed gravity values.
 GJ0471
 GJ0471;                    North         East    Units  Estimated Accuracy
 GJ0471;SPC OK N     -   173,710.      516,580.      MT  (+/- 180 meters Scaled)
 GJ0471
 GJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF060462(NAD 83)
 GJ0471
 GJ0471                          SUPERSEDED SURVEY CONTROL
 GJ0471
 GJ0471  NGVD 29 (04/22/92)  433.039  (m)         1420.73   (f) ADJUSTED    1 2
 GJ0471
 GJ0471.Superseded values are not recommended for survey control.
 GJ0471
 GJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0471.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0471
 GJ0471_MARKER: Q = CHISELED SQUARE
 GJ0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0471_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0471_MARK LOGO: NONE
 GJ0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0471
 GJ0471  HISTORY     - Date     Condition        Report By
 GJ0471  HISTORY     - 1928     MONUMENTED       USGS
 GJ0471
 GJ0471                          STATION DESCRIPTION
 GJ0471
 GJ0471'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0471'5.1 KM (3.20 MI) SW FROM WAYNOKA.
 GJ0471'WAYNOKA, 3.37 MILES SOUTHWEST OF, 8.5 FEET SOUTH OF TRACK, IN CENTER
 GJ0471'OF NORTH SIDE OF CONCRETE BASE TO BLOCK SIGNAL 348.2, CHISELED
 GJ0471'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0469 ***********************************************************************
 GJ0469  DESIGNATION -  H 29 Y
 GJ0469  PID         -  GJ0469
 GJ0469  STATE/COUNTY-  OK/WOODS
 GJ0469  COUNTRY     -  US
 GJ0469  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0469
 GJ0469                         *CURRENT SURVEY CONTROL
 GJ0469  ______________________________________________________________________
 GJ0469* NAD 83(1986) POSITION- 36 34 14.     (N) 098 53 49.     (W)   SCALED
 GJ0469* NAVD 88 ORTHO HEIGHT -   448.537 (meters)     1471.58  (feet) ADJUSTED
 GJ0469  ______________________________________________________________________
 GJ0469  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 GJ0469  DYNAMIC HEIGHT  -        448.127 (meters)     1470.23  (feet) COMP
 GJ0469  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 GJ0469
 GJ0469  VERT ORDER      -  FIRST     CLASS II
 GJ0469
 GJ0469.The horizontal coordinates were scaled from a map and have
 GJ0469.an estimated accuracy of +/- 6 seconds.
 GJ0469
 GJ0469.The orthometric height was determined by differential leveling and
 GJ0469.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0469.in June 1991.
 GJ0469
 GJ0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0469.GEOID18 height accuracy estimate available here.
 GJ0469
 GJ0469.Click photographs - Photos may exist for this station.
 GJ0469
 GJ0469.The dynamic height is computed by dividing the NAVD 88
 GJ0469.geopotential number by the normal gravity value computed on the
 GJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0469.degrees latitude (g = 980.6199 gals.).
 GJ0469
 GJ0469.The modeled gravity was interpolated from observed gravity values.
 GJ0469
 GJ0469;                    North         East    Units  Estimated Accuracy
 GJ0469;SPC OK N     -   174,630.      519,720.      MT  (+/- 180 meters Scaled)
 GJ0469
 GJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF092472(NAD 83)
 GJ0469
 GJ0469                          SUPERSEDED SURVEY CONTROL
 GJ0469
 GJ0469  NGVD 29 (04/22/92)  448.339  (m)         1470.93   (f) ADJUSTED    1 2
 GJ0469
 GJ0469.Superseded values are not recommended for survey control.
 GJ0469
 GJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0469.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0469
 GJ0469_MARKER: Q = CHISELED SQUARE
 GJ0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0469_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0469_MARK LOGO: USGS
 GJ0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0469
 GJ0469  HISTORY     - Date     Condition        Report By
 GJ0469  HISTORY     - 1928     MONUMENTED       USGS
 GJ0469
 GJ0469                          STATION DESCRIPTION
 GJ0469
 GJ0469'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0469'1.9 KM (1.20 MI) SW FROM WAYNOKA.
 GJ0469'WAYNOKA, 1.25 MILES SOUTHWEST OF, 8.5 FEET WEST OF TRACK, IN CENTER OF
 GJ0469'EAST SIDE OF CONCRETE BASE TO BLOCK SIGNAL 346.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0470 ***********************************************************************
 GJ0470  DESIGNATION -  H 29 Z
 GJ0470  PID         -  GJ0470
 GJ0470  STATE/COUNTY-  OK/WOODS
 GJ0470  COUNTRY     -  US
 GJ0470  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0470
 GJ0470                         *CURRENT SURVEY CONTROL
 GJ0470  ______________________________________________________________________
 GJ0470* NAD 83(1986) POSITION- 36 33 53.     (N) 098 54 31.     (W)   SCALED
 GJ0470* NAVD 88 ORTHO HEIGHT -   441.657 (meters)     1449.00  (feet) ADJUSTED
 GJ0470  ______________________________________________________________________
 GJ0470  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 GJ0470  DYNAMIC HEIGHT  -        441.253 (meters)     1447.68  (feet) COMP
 GJ0470  MODELED GRAVITY -    979,705.0   (mgal)                       NAVD 88
 GJ0470
 GJ0470  VERT ORDER      -  FIRST     CLASS II
 GJ0470
 GJ0470.The horizontal coordinates were scaled from a map and have
 GJ0470.an estimated accuracy of +/- 6 seconds.
 GJ0470
 GJ0470.The orthometric height was determined by differential leveling and
 GJ0470.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0470.in June 1991.
 GJ0470
 GJ0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0470.GEOID18 height accuracy estimate available here.
 GJ0470
 GJ0470.Click photographs - Photos may exist for this station.
 GJ0470
 GJ0470.The dynamic height is computed by dividing the NAVD 88
 GJ0470.geopotential number by the normal gravity value computed on the
 GJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0470.degrees latitude (g = 980.6199 gals.).
 GJ0470
 GJ0470.The modeled gravity was interpolated from observed gravity values.
 GJ0470
 GJ0470;                    North         East    Units  Estimated Accuracy
 GJ0470;SPC OK N     -   173,990.      518,670.      MT  (+/- 180 meters Scaled)
 GJ0470
 GJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF081465(NAD 83)
 GJ0470
 GJ0470                          SUPERSEDED SURVEY CONTROL
 GJ0470
 GJ0470  NGVD 29 (04/22/92)  441.459  (m)         1448.35   (f) ADJUSTED    1 2
 GJ0470
 GJ0470.Superseded values are not recommended for survey control.
 GJ0470
 GJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0470.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0470
 GJ0470_MARKER: Q = CHISELED SQUARE
 GJ0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0470_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0470_MARK LOGO: NONE
 GJ0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0470
 GJ0470  HISTORY     - Date     Condition        Report By
 GJ0470  HISTORY     - 1928     MONUMENTED       USGS
 GJ0470
 GJ0470                          STATION DESCRIPTION
 GJ0470
 GJ0470'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0470'3.2 KM (2.00 MI) SW FROM WAYNOKA.
 GJ0470'WAYNOKA, 2.03 MILES SOUTHWEST OF, 8.5 FEET EAST OF TRACK IN CENTER OF
 GJ0470'WEST SIDE OF CONCRETE BASE TO BLOCK SIGNAL 347.2, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0423 ***********************************************************************
 GH0423  DESIGNATION -  H 3
 GH0423  PID         -  GH0423
 GH0423  STATE/COUNTY-  OK/GARFIELD
 GH0423  COUNTRY     -  US
 GH0423  USGS QUAD   -  ENID EAST (2018)
 GH0423
 GH0423                         *CURRENT SURVEY CONTROL
 GH0423  ______________________________________________________________________
 GH0423* NAD 83(1986) POSITION- 36 26 11.     (N) 097 51 43.     (W)   SCALED
 GH0423* NAVD 88 ORTHO HEIGHT -   381.405 (meters)     1251.33  (feet) ADJUSTED
 GH0423  ______________________________________________________________________
 GH0423  GEOID HEIGHT    -        -27.780 (meters)                     GEOID18
 GH0423  DYNAMIC HEIGHT  -        381.071 (meters)     1250.23  (feet) COMP
 GH0423  MODELED GRAVITY -    979,745.5   (mgal)                       NAVD 88
 GH0423
 GH0423  VERT ORDER      -  FIRST     CLASS II
 GH0423
 GH0423.The horizontal coordinates were scaled from a map and have
 GH0423.an estimated accuracy of +/- 6 seconds.
 GH0423
 GH0423.The orthometric height was determined by differential leveling and
 GH0423.adjusted by the NATIONAL GEODETIC SURVEY
 GH0423.in June 1991.
 GH0423
 GH0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0423.GEOID18 height accuracy estimate available here.
 GH0423
 GH0423.Click photographs - Photos may exist for this station.
 GH0423
 GH0423.The dynamic height is computed by dividing the NAVD 88
 GH0423.geopotential number by the normal gravity value computed on the
 GH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0423.degrees latitude (g = 980.6199 gals.).
 GH0423
 GH0423.The modeled gravity was interpolated from observed gravity values.
 GH0423
 GH0423;                    North         East    Units  Estimated Accuracy
 GH0423;SPC OK N     -   159,380.      612,380.      MT  (+/- 180 meters Scaled)
 GH0423
 GH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF020329(NAD 83)
 GH0423
 GH0423                          SUPERSEDED SURVEY CONTROL
 GH0423
 GH0423  NGVD 29 (??/??/92)  381.260  (m)         1250.85   (f) SUPERSEDED  1 2
 GH0423  NGVD 29 (04/22/92)  381.260  (m)         1250.85   (f) ADJUSTED    1 2
 GH0423
 GH0423.Superseded values are not recommended for survey control.
 GH0423
 GH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0423.See file dsdata.pdf to determine how the superseded data were derived.
 GH0423
 GH0423_MARKER: DD = SURVEY DISK
 GH0423_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0423_SP_SET: CONCRETE WALL OF A WELL
 GH0423_STAMPING: H 3 1928
 GH0423_MARK LOGO: USGS
 GH0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0423+STABILITY: SURFACE MOTION
 GH0423
 GH0423  HISTORY     - Date     Condition        Report By
 GH0423  HISTORY     - 1928     MONUMENTED       USGS
 GH0423  HISTORY     - 1953     GOOD             CGS
 GH0423  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0423
 GH0423                          STATION DESCRIPTION
 GH0423
 GH0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0423'3.3 MI N FROM ENID.
 GH0423'3.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0423'RAILROAD FROM THE STATION AT ENID, AT NORTH ENID, 3 1/2 POLES
 GH0423'SOUTH OF BILLINGS JUNCTION, 6 1/2 POLES NORTH OF A ROAD CROSSING,
 GH0423'66 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 4 FEET SOUTH
 GH0423'OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF AN OLD
 GH0423'PUMP HOUSE, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE CONCRETE WALL
 GH0423'AROUND A WELL, 3 RAILS SOUTH OF BRIDGE 338.5, 3 FEET ABOVE THE
 GH0423'GROUND, SET IN THE TOP OF A CONCRETE WALL.
 GH0423
 GH0423                          STATION RECOVERY (1985)
 GH0423
 GH0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0423'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0307 ***********************************************************************
 FK0307  DESIGNATION -  H 3
 FK0307  PID         -  FK0307
 FK0307  STATE/COUNTY-  OK/CUSTER
 FK0307  COUNTRY     -  US
 FK0307  USGS QUAD   -  DILL CITY NE (2018)
 FK0307
 FK0307                         *CURRENT SURVEY CONTROL
 FK0307  ______________________________________________________________________
 FK0307* NAD 83(1986) POSITION- 35 28 49.     (N) 099 06 59.     (W)   SCALED
 FK0307* NAVD 88 ORTHO HEIGHT -   481.245 (meters)     1578.88  (feet) ADJUSTED
 FK0307  ______________________________________________________________________
 FK0307  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 FK0307  DYNAMIC HEIGHT  -        480.755 (meters)     1577.28  (feet) COMP
 FK0307  MODELED GRAVITY -    979,599.9   (mgal)                       NAVD 88
 FK0307
 FK0307  VERT ORDER      -  FIRST     CLASS II
 FK0307
 FK0307.The horizontal coordinates were scaled from a map and have
 FK0307.an estimated accuracy of +/- 6 seconds.
 FK0307
 FK0307.The orthometric height was determined by differential leveling and
 FK0307.adjusted by the NATIONAL GEODETIC SURVEY
 FK0307.in June 1991.
 FK0307
 FK0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0307.GEOID18 height accuracy estimate available here.
 FK0307
 FK0307.Click photographs - Photos may exist for this station.
 FK0307
 FK0307.The dynamic height is computed by dividing the NAVD 88
 FK0307.geopotential number by the normal gravity value computed on the
 FK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0307.degrees latitude (g = 980.6199 gals.).
 FK0307
 FK0307.The modeled gravity was interpolated from observed gravity values.
 FK0307
 FK0307;                    North         East    Units  Estimated Accuracy
 FK0307;SPC OK N     -    53,870.      498,690.      MT  (+/- 180 meters Scaled)
 FK0307
 FK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME894263(NAD 83)
 FK0307
 FK0307                          SUPERSEDED SURVEY CONTROL
 FK0307
 FK0307  NGVD 29 (??/??/92)  481.026  (m)         1578.17   (f) ADJ UNCH    1 2
 FK0307
 FK0307.Superseded values are not recommended for survey control.
 FK0307
 FK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0307.See file dsdata.pdf to determine how the superseded data were derived.
 FK0307
 FK0307_MARKER: P = PIPE CAP
 FK0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0307_STAMPING: 1578.199
 FK0307_MARK LOGO: CGS
 FK0307_PROJECTION: PROJECTING 43 CENTIMETERS
 FK0307_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0307
 FK0307  HISTORY     - Date     Condition        Report By
 FK0307  HISTORY     - 1909     MONUMENTED       CGS
 FK0307  HISTORY     - 1953     GOOD             CGS
 FK0307
 FK0307                          STATION DESCRIPTION
 FK0307
 FK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0307'3.45 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0307'RAILROAD FROM THE STATION AT FOSS, 0.1 MILE SOUTHWEST OF A
 FK0307'GRAVELED ROAD CROSSING, 3 POLES NORTHEAST OF MILEPOST 591,
 FK0307'43 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT THE SOUTH EDGE
 FK0307'OF A SMALL DRY WASH, 2.6 FEET NORTHEAST OF A WITNESS POST,
 FK0307'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 FK0307'1.4 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0631 ***********************************************************************
 GH0631  DESIGNATION -  H 3 A
 GH0631  PID         -  GH0631
 GH0631  STATE/COUNTY-  OK/GARFIELD
 GH0631  COUNTRY     -  US
 GH0631  USGS QUAD   -  ENID EAST (2018)
 GH0631
 GH0631                         *CURRENT SURVEY CONTROL
 GH0631  ______________________________________________________________________
 GH0631* NAD 83(1986) POSITION- 36 25 10.     (N) 097 52 04.     (W)   SCALED
 GH0631* NAVD 88 ORTHO HEIGHT -   381.617 (meters)     1252.02  (feet) POSTED
 GH0631  ______________________________________________________________________
 GH0631  GEOID HEIGHT    -        -27.767 (meters)                     GEOID18
 GH0631  DYNAMIC HEIGHT  -        381.28  (meters)     1250.9   (feet) COMP
 GH0631  MODELED GRAVITY -    979,743.6   (mgal)                       NAVD 88
 GH0631
 GH0631  VERT ORDER      -  * POSTED, SEE BELOW
 GH0631
 GH0631.The horizontal coordinates were scaled from a map and have
 GH0631.an estimated accuracy of +/- 6 seconds.
 GH0631
 GH0631.The orthometric height was determined by differential leveling
 GH0631.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0631
 GH0631.* This is a POSTED BENCH MARK height.
 GH0631
 GH0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0631.GEOID18 height accuracy estimate available here.
 GH0631
 GH0631.Click photographs - Photos may exist for this station.
 GH0631
 GH0631.The dynamic height is computed by dividing the NAVD 88
 GH0631.geopotential number by the normal gravity value computed on the
 GH0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0631.degrees latitude (g = 980.6199 gals.).
 GH0631
 GH0631.The modeled gravity was interpolated from observed gravity values.
 GH0631
 GH0631;                    North         East    Units  Estimated Accuracy
 GH0631;SPC OK N     -   157,500.      611,860.      MT  (+/- 180 meters Scaled)
 GH0631
 GH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF015310(NAD 83)
 GH0631
 GH0631                          SUPERSEDED SURVEY CONTROL
 GH0631
 GH0631  NGVD 29 (04/22/92)  381.478  (m)         1251.57   (f) ADJUSTED    1 2
 GH0631
 GH0631.Superseded values are not recommended for survey control.
 GH0631
 GH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0631.See file dsdata.pdf to determine how the superseded data were derived.
 GH0631
 GH0631_MARKER: N = NAIL
 GH0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0631_SP_SET: IN ROOT OF TREE
 GH0631_MARK LOGO: USGS
 GH0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0631
 GH0631  HISTORY     - Date     Condition        Report By
 GH0631  HISTORY     - 1928     MONUMENTED       USGS
 GH0631
 GH0631                          STATION DESCRIPTION
 GH0631
 GH0631'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0631'3.4 KM (2.10 MI) NNE FROM ENID.
 GH0631'T. 22 N., R. 6 W., NEAR NORTHWEST CORNER, SECTION 5, 1.08 MILES
 GH0631'SOUTHWEST OF NORTH ENID, ON SOUTH EDGE OF EAST AND WEST ROAD, 116
 GH0631'FEET WEST OF CENTER OF ROCK ISLAND TRACK, IN ROOT ON EAST SIDE OF
 GH0631'6-INCH THORN TREE IN FENCE LINE, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0632 ***********************************************************************
 GH0632  DESIGNATION -  H 3 B
 GH0632  PID         -  GH0632
 GH0632  STATE/COUNTY-  OK/GARFIELD
 GH0632  COUNTRY     -  US
 GH0632  USGS QUAD   -  ENID EAST (2018)
 GH0632
 GH0632                         *CURRENT SURVEY CONTROL
 GH0632  ______________________________________________________________________
 GH0632* NAD 83(1986) POSITION- 36 24 30.     (N) 097 52 18.     (W)   SCALED
 GH0632* NAVD 88 ORTHO HEIGHT -   381.159 (meters)     1250.52  (feet) POSTED
 GH0632  ______________________________________________________________________
 GH0632  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 GH0632  DYNAMIC HEIGHT  -        380.82  (meters)     1249.4   (feet) COMP
 GH0632  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 GH0632
 GH0632  VERT ORDER      -  * POSTED, SEE BELOW
 GH0632
 GH0632.The horizontal coordinates were scaled from a map and have
 GH0632.an estimated accuracy of +/- 6 seconds.
 GH0632
 GH0632.The orthometric height was determined by differential leveling
 GH0632.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0632
 GH0632.* This is a POSTED BENCH MARK height.
 GH0632
 GH0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0632.GEOID18 height accuracy estimate available here.
 GH0632
 GH0632.Click photographs - Photos may exist for this station.
 GH0632
 GH0632.The dynamic height is computed by dividing the NAVD 88
 GH0632.geopotential number by the normal gravity value computed on the
 GH0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0632.degrees latitude (g = 980.6199 gals.).
 GH0632
 GH0632.The modeled gravity was interpolated from observed gravity values.
 GH0632
 GH0632;                    North         East    Units  Estimated Accuracy
 GH0632;SPC OK N     -   156,270.      611,510.      MT  (+/- 180 meters Scaled)
 GH0632
 GH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF011298(NAD 83)
 GH0632
 GH0632                          SUPERSEDED SURVEY CONTROL
 GH0632
 GH0632  NGVD 29 (04/22/92)  381.026  (m)         1250.08   (f) ADJUSTED    1 2
 GH0632
 GH0632.Superseded values are not recommended for survey control.
 GH0632
 GH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0632.See file dsdata.pdf to determine how the superseded data were derived.
 GH0632
 GH0632_MARKER: Q = CHISELED SQUARE
 GH0632_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0632+WITH SETTING: PAVEMENT
 GH0632_SP_SET: TOP OF CONCRETE SWITCH BLOCK
 GH0632_MARK LOGO: NONE
 GH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0632+STABILITY: SURFACE MOTION
 GH0632
 GH0632  HISTORY     - Date     Condition        Report By
 GH0632  HISTORY     - 1928     MONUMENTED       USGS
 GH0632
 GH0632                          STATION DESCRIPTION
 GH0632
 GH0632'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0632'2.1 KM (1.30 MI) NNE FROM ENID.
 GH0632'T. 22 N., R. 6 W., NEAR CORNERS ON SOUTH SIDE SECTION 5-6, 1.86 MILES
 GH0632'SOURTHWEST OF NORTH ENID AND 0.62 MILES EAST OF FRISCO STATION IN
 GH0632'ENID, IN THE NORTHWEST CORNER OF JUNCTION OF THE FRISCO RAILWAY AND
 GH0632'SANTA FE RAILWAY, ON TOP OF CONCRETE SWITCH BLOCK, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0192 ***********************************************************************
 GJ0192  DESIGNATION -  H 30
 GJ0192  PID         -  GJ0192
 GJ0192  STATE/COUNTY-  OK/WOODS
 GJ0192  COUNTRY     -  US
 GJ0192  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0192
 GJ0192                         *CURRENT SURVEY CONTROL
 GJ0192  ______________________________________________________________________
 GJ0192* NAD 83(1986) POSITION- 36 33 39.     (N) 098 56 32.     (W)   SCALED
 GJ0192* NAVD 88 ORTHO HEIGHT -   430.012 (meters)     1410.80  (feet) ADJUSTED
 GJ0192  ______________________________________________________________________
 GJ0192  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 GJ0192  DYNAMIC HEIGHT  -        429.618 (meters)     1409.51  (feet) COMP
 GJ0192  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 GJ0192
 GJ0192  VERT ORDER      -  FIRST     CLASS II
 GJ0192
 GJ0192.The horizontal coordinates were scaled from a map and have
 GJ0192.an estimated accuracy of +/- 6 seconds.
 GJ0192
 GJ0192.The orthometric height was determined by differential leveling and
 GJ0192.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0192.in June 1991.
 GJ0192
 GJ0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0192.GEOID18 height accuracy estimate available here.
 GJ0192
 GJ0192.Click photographs - Photos may exist for this station.
 GJ0192
 GJ0192.The dynamic height is computed by dividing the NAVD 88
 GJ0192.geopotential number by the normal gravity value computed on the
 GJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0192.degrees latitude (g = 980.6199 gals.).
 GJ0192
 GJ0192.The modeled gravity was interpolated from observed gravity values.
 GJ0192
 GJ0192;                    North         East    Units  Estimated Accuracy
 GJ0192;SPC OK N     -   173,590.      515,660.      MT  (+/- 180 meters Scaled)
 GJ0192
 GJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF051461(NAD 83)
 GJ0192
 GJ0192                          SUPERSEDED SURVEY CONTROL
 GJ0192
 GJ0192  NGVD 29 (04/22/92)  429.813  (m)         1410.14   (f) ADJUSTED    1 2
 GJ0192
 GJ0192.Superseded values are not recommended for survey control.
 GJ0192
 GJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0192.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0192
 GJ0192_MARKER: DD = SURVEY DISK
 GJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0192_STAMPING: H 30 1928
 GJ0192_MARK LOGO: USGS
 GJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0192+STABILITY: SURFACE MOTION
 GJ0192
 GJ0192  HISTORY     - Date     Condition        Report By
 GJ0192  HISTORY     - 1928     MONUMENTED       USGS
 GJ0192  HISTORY     - 1934     GOOD             CGS
 GJ0192  HISTORY     - 1968     GOOD             USGS
 GJ0192  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0192
 GJ0192                          STATION DESCRIPTION
 GJ0192
 GJ0192'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0192'1.4 MI N FROM HEMAN.
 GJ0192'ABOUT 1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0192'RAILWAY FROM HEMAN, WOODS COUNTY, ABOUT 150 FEET SOUTH OF THE
 GJ0192'TRACK, ABOUT 35 FEET EAST OF A ROAD, 5 FEET NORTHEAST OF A
 GJ0192'FENCE CORNER, AND NEAR A POLE MARKED U.S. 1410 P.B.M.  A UNITED
 GJ0192'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 30 1928 AND
 GJ0192'SET IN THE TOP OF A CONCRETE POST.
 GJ0192
 GJ0192                          STATION RECOVERY (1934)
 GJ0192
 GJ0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0192'RECOVERED IN GOOD CONDITION.
 GJ0192
 GJ0192                          STATION RECOVERY (1968)
 GJ0192
 GJ0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0192'RECOVERED IN GOOD CONDITION.
 GJ0192
 GJ0192                          STATION RECOVERY (2022)
 GJ0192
 GJ0192'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0472 ***********************************************************************
 GJ0472  DESIGNATION -  H 30 B
 GJ0472  PID         -  GJ0472
 GJ0472  STATE/COUNTY-  OK/WOODS
 GJ0472  COUNTRY     -  US
 GJ0472  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0472
 GJ0472                         *CURRENT SURVEY CONTROL
 GJ0472  ______________________________________________________________________
 GJ0472* NAD 83(1986) POSITION- 36 33 00.     (N) 098 56 38.     (W)   SCALED
 GJ0472* NAVD 88 ORTHO HEIGHT -   430.949 (meters)     1413.87  (feet) ADJUSTED
 GJ0472  ______________________________________________________________________
 GJ0472  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 GJ0472  DYNAMIC HEIGHT  -        430.554 (meters)     1412.58  (feet) COMP
 GJ0472  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 GJ0472
 GJ0472  VERT ORDER      -  FIRST     CLASS II
 GJ0472
 GJ0472.The horizontal coordinates were scaled from a map and have
 GJ0472.an estimated accuracy of +/- 6 seconds.
 GJ0472
 GJ0472.The orthometric height was determined by differential leveling and
 GJ0472.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0472.in June 1991.
 GJ0472
 GJ0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0472.GEOID18 height accuracy estimate available here.
 GJ0472
 GJ0472.Click photographs - Photos may exist for this station.
 GJ0472
 GJ0472.The dynamic height is computed by dividing the NAVD 88
 GJ0472.geopotential number by the normal gravity value computed on the
 GJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0472.degrees latitude (g = 980.6199 gals.).
 GJ0472
 GJ0472.The modeled gravity was interpolated from observed gravity values.
 GJ0472
 GJ0472;                    North         East    Units  Estimated Accuracy
 GJ0472;SPC OK N     -   172,390.      515,490.      MT  (+/- 180 meters Scaled)
 GJ0472
 GJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF050449(NAD 83)
 GJ0472
 GJ0472                          SUPERSEDED SURVEY CONTROL
 GJ0472
 GJ0472  NGVD 29 (04/22/92)  430.750  (m)         1413.22   (f) ADJUSTED    1 2
 GJ0472
 GJ0472.Superseded values are not recommended for survey control.
 GJ0472
 GJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0472.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0472
 GJ0472_MARKER: Q = CHISELED SQUARE
 GJ0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0472_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0472_MARK LOGO: NONE
 GJ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0472
 GJ0472  HISTORY     - Date     Condition        Report By
 GJ0472  HISTORY     - 1928     MONUMENTED       USGS
 GJ0472
 GJ0472                          STATION DESCRIPTION
 GJ0472
 GJ0472'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0472'6.8 KM (4.20 MI) SW FROM WAYNOKA.
 GJ0472'WAYNOKA, 4.2 MILES SOUTHWEST OF, 23.5 FEET EAST OF MAIN LINE TRACK AND
 GJ0472'220 FEET SOUTH OF ROAD CROSSING, IN CENTER OF WEST SIDE OF CONCRETE
 GJ0472'BASE TO BLOCK SIGNAL 350.2, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0473 ***********************************************************************
 GJ0473  DESIGNATION -  H 30 C
 GJ0473  PID         -  GJ0473
 GJ0473  STATE/COUNTY-  OK/WOODS
 GJ0473  COUNTRY     -  US
 GJ0473  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0473
 GJ0473                         *CURRENT SURVEY CONTROL
 GJ0473  ______________________________________________________________________
 GJ0473* NAD 83(1986) POSITION- 36 32 11.     (N) 098 56 39.     (W)   SCALED
 GJ0473* NAVD 88 ORTHO HEIGHT -   428.200 (meters)     1404.85  (feet) ADJUSTED
 GJ0473  ______________________________________________________________________
 GJ0473  GEOID HEIGHT    -        -28.186 (meters)                     GEOID18
 GJ0473  DYNAMIC HEIGHT  -        427.807 (meters)     1403.56  (feet) COMP
 GJ0473  MODELED GRAVITY -    979,701.7   (mgal)                       NAVD 88
 GJ0473
 GJ0473  VERT ORDER      -  FIRST     CLASS II
 GJ0473
 GJ0473.The horizontal coordinates were scaled from a map and have
 GJ0473.an estimated accuracy of +/- 6 seconds.
 GJ0473
 GJ0473.The orthometric height was determined by differential leveling and
 GJ0473.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0473.in June 1991.
 GJ0473
 GJ0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0473.GEOID18 height accuracy estimate available here.
 GJ0473
 GJ0473.Click photographs - Photos may exist for this station.
 GJ0473
 GJ0473.The dynamic height is computed by dividing the NAVD 88
 GJ0473.geopotential number by the normal gravity value computed on the
 GJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0473.degrees latitude (g = 980.6199 gals.).
 GJ0473
 GJ0473.The modeled gravity was interpolated from observed gravity values.
 GJ0473
 GJ0473;                    North         East    Units  Estimated Accuracy
 GJ0473;SPC OK N     -   170,880.      515,460.      MT  (+/- 180 meters Scaled)
 GJ0473
 GJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF049434(NAD 83)
 GJ0473
 GJ0473                          SUPERSEDED SURVEY CONTROL
 GJ0473
 GJ0473  NGVD 29 (04/22/92)  428.001  (m)         1404.20   (f) ADJUSTED    1 2
 GJ0473
 GJ0473.Superseded values are not recommended for survey control.
 GJ0473
 GJ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0473.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0473
 GJ0473_MARKER: Q = CHISELED SQUARE
 GJ0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0473_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0473_MARK LOGO: NONE
 GJ0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0473
 GJ0473  HISTORY     - Date     Condition        Report By
 GJ0473  HISTORY     - 1928     MONUMENTED       USGS
 GJ0473
 GJ0473                          STATION DESCRIPTION
 GJ0473
 GJ0473'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0473'7.6 KM (4.70 MI) SW FROM WAYNOKA.
 GJ0473'HEMAN, 0.39 MILES SOUTH OF, 8.5 FEET EAST OF TRACK, 2.35 FEET NORTH OF
 GJ0473'FARM ROAD CROSSING, IN CENTER OF WEST SIDE OF CONCRETE BASE TO BLOCK
 GJ0473'SIGNAL 351.2, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0193 ***********************************************************************
 GJ0193  DESIGNATION -  H 31
 GJ0193  PID         -  GJ0193
 GJ0193  STATE/COUNTY-  OK/WOODS
 GJ0193  COUNTRY     -  US
 GJ0193  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0193
 GJ0193                         *CURRENT SURVEY CONTROL
 GJ0193  ______________________________________________________________________
 GJ0193* NAD 83(1986) POSITION- 36 31 16.     (N) 098 56 39.     (W)   SCALED
 GJ0193* NAVD 88 ORTHO HEIGHT -   428.208 (meters)     1404.88  (feet) ADJUSTED
 GJ0193  ______________________________________________________________________
 GJ0193  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 GJ0193  DYNAMIC HEIGHT  -        427.815 (meters)     1403.59  (feet) COMP
 GJ0193  MODELED GRAVITY -    979,700.1   (mgal)                       NAVD 88
 GJ0193
 GJ0193  VERT ORDER      -  FIRST     CLASS II
 GJ0193
 GJ0193.The horizontal coordinates were scaled from a map and have
 GJ0193.an estimated accuracy of +/- 6 seconds.
 GJ0193
 GJ0193.The orthometric height was determined by differential leveling and
 GJ0193.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0193.in June 1991.
 GJ0193
 GJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0193.GEOID18 height accuracy estimate available here.
 GJ0193
 GJ0193.Click photographs - Photos may exist for this station.
 GJ0193
 GJ0193.The dynamic height is computed by dividing the NAVD 88
 GJ0193.geopotential number by the normal gravity value computed on the
 GJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0193.degrees latitude (g = 980.6199 gals.).
 GJ0193
 GJ0193.The modeled gravity was interpolated from observed gravity values.
 GJ0193
 GJ0193;                    North         East    Units  Estimated Accuracy
 GJ0193;SPC OK N     -   169,190.      515,440.      MT  (+/- 180 meters Scaled)
 GJ0193
 GJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF049417(NAD 83)
 GJ0193
 GJ0193                          SUPERSEDED SURVEY CONTROL
 GJ0193
 GJ0193  NGVD 29 (??/??/92)  428.009  (m)         1404.23   (f) SUPERSEDED  1 2
 GJ0193  NGVD 29 (04/22/92)  428.009  (m)         1404.23   (f) ADJUSTED    1 2
 GJ0193
 GJ0193.Superseded values are not recommended for survey control.
 GJ0193
 GJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0193.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0193
 GJ0193_MARKER: DB = BENCH MARK DISK
 GJ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0193_STAMPING: H 31 1928
 GJ0193_MARK LOGO: USGS
 GJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0193+STABILITY: SURFACE MOTION
 GJ0193
 GJ0193  HISTORY     - Date     Condition        Report By
 GJ0193  HISTORY     - 1928     MONUMENTED       USGS
 GJ0193  HISTORY     - 1934     GOOD             CGS
 GJ0193  HISTORY     - 1935     GOOD             CGS
 GJ0193
 GJ0193                          STATION DESCRIPTION
 GJ0193
 GJ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0193'RECOVERED IN GOOD CONDITION.
 GJ0193
 GJ0193                          STATION RECOVERY (1935)
 GJ0193
 GJ0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GJ0193'1.4 MI S FROM HEMAN.
 GJ0193'1.44 MILES SOUTH OF HEMAN, 47 FEET EAST OF TRACK AND 15 FEET
 GJ0193'NORTH OF ROAD, 2 FEET NORTH BY 3 FEET WEST OF AN ANGLE IN FENCE
 GJ0193'LINE, IN TOP OF CONCRETE POST, BRONZE TABLET, STAMPED 1928 H 31.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0140 ***********************************************************************
 FK0140  DESIGNATION -  H 31
 FK0140  PID         -  FK0140
 FK0140  STATE/COUNTY-  OK/CADDO
 FK0140  COUNTRY     -  US
 FK0140  USGS QUAD   -  CARNEGIE (2018)
 FK0140
 FK0140                         *CURRENT SURVEY CONTROL
 FK0140  ______________________________________________________________________
 FK0140* NAD 83(1986) POSITION- 35 06 24.     (N) 098 36 17.     (W)   SCALED
 FK0140* NAVD 88 ORTHO HEIGHT -   400.199 (meters)     1312.99  (feet) ADJUSTED
 FK0140  ______________________________________________________________________
 FK0140  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 FK0140  DYNAMIC HEIGHT  -        399.789 (meters)     1311.64  (feet) COMP
 FK0140  MODELED GRAVITY -    979,597.6   (mgal)                       NAVD 88
 FK0140
 FK0140  VERT ORDER      -  SECOND    CLASS 0
 FK0140
 FK0140.The horizontal coordinates were scaled from a map and have
 FK0140.an estimated accuracy of +/- 6 seconds.
 FK0140
 FK0140.The orthometric height was determined by differential leveling and
 FK0140.adjusted by the NATIONAL GEODETIC SURVEY
 FK0140.in June 1991.
 FK0140
 FK0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0140.GEOID18 height accuracy estimate available here.
 FK0140
 FK0140.Click photographs - Photos may exist for this station.
 FK0140
 FK0140.The dynamic height is computed by dividing the NAVD 88
 FK0140.geopotential number by the normal gravity value computed on the
 FK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0140.degrees latitude (g = 980.6199 gals.).
 FK0140
 FK0140.The modeled gravity was interpolated from observed gravity values.
 FK0140
 FK0140;                    North         East    Units  Estimated Accuracy
 FK0140;SPC OK S     -   196,870.      544,870.      MT  (+/- 180 meters Scaled)
 FK0140
 FK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND360849(NAD 83)
 FK0140
 FK0140                          SUPERSEDED SURVEY CONTROL
 FK0140
 FK0140  NGVD 29 (??/??/92)  400.044  (m)         1312.48   (f) ADJ UNCH    2 0
 FK0140
 FK0140.Superseded values are not recommended for survey control.
 FK0140
 FK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0140.See file dsdata.pdf to determine how the superseded data were derived.
 FK0140
 FK0140_MARKER: DB = BENCH MARK DISK
 FK0140_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0140_SP_SET: BUILDING WALL
 FK0140_STAMPING: H 31 1934
 FK0140_MARK LOGO: CGS
 FK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0140+STABILITY: SURFACE MOTION
 FK0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0140+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2017
 FK0140
 FK0140  HISTORY     - Date     Condition        Report By
 FK0140  HISTORY     - 1934     MONUMENTED       CGS
 FK0140  HISTORY     - 1963     GOOD             CGS
 FK0140  HISTORY     - 1976     GOOD             OKDH
 FK0140  HISTORY     - 20170501 GOOD             INDIV
 FK0140
 FK0140                          STATION DESCRIPTION
 FK0140
 FK0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0140'AT CARNEGIE.
 FK0140'AT CARNEGIE, CADDO COUNTY, ON THE EAST SIDE OF W BROADWAY STREET
 FK0140'BETWEEN ASH AND MAIN STREETS AND ACROSS THE STREET FROM THE
 FK0140'POST OFFICE IN CARNEGIE, AT THE FIRE STATION IN THE WEST CONCRETE
 FK0140'WALL, NORTH OF THE DOOR AND 5 FEET ABOVE THE GROUND.  A STANDARD
 FK0140'DISK, STAMPED H 31 1934 AND SET VERTICALLY.
 FK0140
 FK0140                          STATION RECOVERY (1976)
 FK0140
 FK0140'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976
 FK0140'RECOVERED IN GOOD CONDITION.
 FK0140
 FK0140                          STATION RECOVERY (2017)
 FK0140
 FK0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (MNM)
 FK0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0474 ***********************************************************************
 GJ0474  DESIGNATION -  H 31 D
 GJ0474  PID         -  GJ0474
 GJ0474  STATE/COUNTY-  OK/MAJOR
 GJ0474  COUNTRY     -  US
 GJ0474  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0474
 GJ0474                         *CURRENT SURVEY CONTROL
 GJ0474  ______________________________________________________________________
 GJ0474* NAD 83(1986) POSITION- 36 30 11.     (N) 098 56 34.     (W)   SCALED
 GJ0474* NAVD 88 ORTHO HEIGHT -   441.233 (meters)     1447.61  (feet) ADJUSTED
 GJ0474  ______________________________________________________________________
 GJ0474  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 GJ0474  DYNAMIC HEIGHT  -        440.827 (meters)     1446.28  (feet) COMP
 GJ0474  MODELED GRAVITY -    979,698.4   (mgal)                       NAVD 88
 GJ0474
 GJ0474  VERT ORDER      -  FIRST     CLASS II
 GJ0474
 GJ0474.The horizontal coordinates were scaled from a map and have
 GJ0474.an estimated accuracy of +/- 6 seconds.
 GJ0474
 GJ0474.The orthometric height was determined by differential leveling and
 GJ0474.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0474.in June 1991.
 GJ0474
 GJ0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0474.GEOID18 height accuracy estimate available here.
 GJ0474
 GJ0474.Click photographs - Photos may exist for this station.
 GJ0474
 GJ0474.The dynamic height is computed by dividing the NAVD 88
 GJ0474.geopotential number by the normal gravity value computed on the
 GJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0474.degrees latitude (g = 980.6199 gals.).
 GJ0474
 GJ0474.The modeled gravity was interpolated from observed gravity values.
 GJ0474
 GJ0474;                    North         East    Units  Estimated Accuracy
 GJ0474;SPC OK N     -   167,180.      515,540.      MT  (+/- 180 meters Scaled)
 GJ0474
 GJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF051397(NAD 83)
 GJ0474
 GJ0474                          SUPERSEDED SURVEY CONTROL
 GJ0474
 GJ0474  NGVD 29 (04/22/92)  441.032  (m)         1446.95   (f) ADJUSTED    1 2
 GJ0474
 GJ0474.Superseded values are not recommended for survey control.
 GJ0474
 GJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0474.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0474
 GJ0474_MARKER: Q = CHISELED SQUARE
 GJ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0474_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0474_MARK LOGO: NONE
 GJ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0474
 GJ0474  HISTORY     - Date     Condition        Report By
 GJ0474  HISTORY     - 1928     MONUMENTED       USGS
 GJ0474
 GJ0474                          STATION DESCRIPTION
 GJ0474
 GJ0474'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0474'10.5 KM (6.50 MI) SW FROM WAYNOKA.
 GJ0474'HEMAN, 2.78 MILES SOUTH, OF BY 2.36 MILES EAST OF BELVA, 8.5 FEET WEST
 GJ0474'OF TRACK, IN CENTER OF EAST SIDE OF CONCRETE BASE TO BLOCK SIGNAL
 GJ0474'353.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0475 ***********************************************************************
 GJ0475  DESIGNATION -  H 31 E
 GJ0475  PID         -  GJ0475
 GJ0475  STATE/COUNTY-  OK/MAJOR
 GJ0475  COUNTRY     -  US
 GJ0475  USGS QUAD   -  BELVA (2018)
 GJ0475
 GJ0475                         *CURRENT SURVEY CONTROL
 GJ0475  ______________________________________________________________________
 GJ0475* NAD 83(1986) POSITION- 36 29 43.     (N) 098 57 02.     (W)   SCALED
 GJ0475* NAVD 88 ORTHO HEIGHT -   446.112 (meters)     1463.62  (feet) ADJUSTED
 GJ0475  ______________________________________________________________________
 GJ0475  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 GJ0475  DYNAMIC HEIGHT  -        445.700 (meters)     1462.27  (feet) COMP
 GJ0475  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 GJ0475
 GJ0475  VERT ORDER      -  FIRST     CLASS II
 GJ0475
 GJ0475.The horizontal coordinates were scaled from a map and have
 GJ0475.an estimated accuracy of +/- 6 seconds.
 GJ0475
 GJ0475.The orthometric height was determined by differential leveling and
 GJ0475.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0475.in June 1991.
 GJ0475
 GJ0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0475.GEOID18 height accuracy estimate available here.
 GJ0475
 GJ0475.Click photographs - Photos may exist for this station.
 GJ0475
 GJ0475.The dynamic height is computed by dividing the NAVD 88
 GJ0475.geopotential number by the normal gravity value computed on the
 GJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0475.degrees latitude (g = 980.6199 gals.).
 GJ0475
 GJ0475.The modeled gravity was interpolated from observed gravity values.
 GJ0475
 GJ0475;                    North         East    Units  Estimated Accuracy
 GJ0475;SPC OK N     -   166,330.      514,840.      MT  (+/- 180 meters Scaled)
 GJ0475
 GJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF044388(NAD 83)
 GJ0475
 GJ0475                          SUPERSEDED SURVEY CONTROL
 GJ0475
 GJ0475  NGVD 29 (04/22/92)  445.908  (m)         1462.95   (f) ADJUSTED    1 2
 GJ0475
 GJ0475.Superseded values are not recommended for survey control.
 GJ0475
 GJ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0475.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0475
 GJ0475_MARKER: Q = CHISELED SQUARE
 GJ0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0475_SP_SET: TOP OF CONCRETE HEADWALL
 GJ0475_MARK LOGO: NONE
 GJ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0475+STABILITY: SURFACE MOTION
 GJ0475
 GJ0475  HISTORY     - Date     Condition        Report By
 GJ0475  HISTORY     - 1928     MONUMENTED       USGS
 GJ0475
 GJ0475                          STATION DESCRIPTION
 GJ0475
 GJ0475'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0475'11.6 KM (7.20 MI) SW FROM WAYNOKA.
 GJ0475'BELVA, 1.54 MILES EAST OF, 19.5 FEET NORTH OF TRACK, IN CENTER OF TOP
 GJ0475'FACE OF CONCRETE CULVERT 354 B, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0146 ***********************************************************************
 GJ0146  DESIGNATION -  H 32
 GJ0146  PID         -  GJ0146
 GJ0146  STATE/COUNTY-  OK/WOODWARD
 GJ0146  COUNTRY     -  US
 GJ0146  USGS QUAD   -  BELVA (2018)
 GJ0146
 GJ0146                         *CURRENT SURVEY CONTROL
 GJ0146  ______________________________________________________________________
 GJ0146* NAD 83(1986) POSITION- 36 29 57.     (N) 098 58 13.     (W)   SCALED
 GJ0146* NAVD 88 ORTHO HEIGHT -   462.422 (meters)     1517.13  (feet) ADJUSTED
 GJ0146  ______________________________________________________________________
 GJ0146  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 GJ0146  DYNAMIC HEIGHT  -        461.994 (meters)     1515.73  (feet) COMP
 GJ0146  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 GJ0146
 GJ0146  VERT ORDER      -  FIRST     CLASS II
 GJ0146
 GJ0146.The horizontal coordinates were scaled from a map and have
 GJ0146.an estimated accuracy of +/- 6 seconds.
 GJ0146
 GJ0146.The orthometric height was determined by differential leveling and
 GJ0146.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0146.in June 1991.
 GJ0146
 GJ0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0146.GEOID18 height accuracy estimate available here.
 GJ0146
 GJ0146.Click photographs - Photos may exist for this station.
 GJ0146
 GJ0146.The dynamic height is computed by dividing the NAVD 88
 GJ0146.geopotential number by the normal gravity value computed on the
 GJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0146.degrees latitude (g = 980.6199 gals.).
 GJ0146
 GJ0146.The modeled gravity was interpolated from observed gravity values.
 GJ0146
 GJ0146;                    North         East    Units  Estimated Accuracy
 GJ0146;SPC OK N     -   166,770.      513,080.      MT  (+/- 180 meters Scaled)
 GJ0146
 GJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF026393(NAD 83)
 GJ0146
 GJ0146                          SUPERSEDED SURVEY CONTROL
 GJ0146
 GJ0146  NGVD 29 (??/??/92)  462.215  (m)         1516.45   (f) SUPERSEDED  1 2
 GJ0146  NGVD 29 (04/22/92)  462.215  (m)         1516.45   (f) ADJUSTED    1 2
 GJ0146
 GJ0146.Superseded values are not recommended for survey control.
 GJ0146
 GJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0146.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0146
 GJ0146_MARKER: DD = SURVEY DISK
 GJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0146_STAMPING: H 32 1928
 GJ0146_MARK LOGO: USGS
 GJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0146+STABILITY: SURFACE MOTION
 GJ0146
 GJ0146  HISTORY     - Date     Condition        Report By
 GJ0146  HISTORY     - 1928     MONUMENTED       USGS
 GJ0146  HISTORY     - 1934     GOOD             CGS
 GJ0146  HISTORY     - 1935     GOOD             CGS
 GJ0146
 GJ0146                          STATION DESCRIPTION
 GJ0146
 GJ0146'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0146'0.2 MI E FROM BELVA.
 GJ0146'ABOUT 0.2 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0146'RAILWAY FROM BELVA, WOODWARD COUNTY, 28 FEET EAST OF STATE
 GJ0146'HIGHWAY 15, 47 FEET SOUTH OF THE TRACK, AND 7 FEET WEST OF A
 GJ0146'POLE MARKED U.S. 1517 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 GJ0146'STANDARD DISK, STAMPED H 32 1928 AND SET IN THE TOP OF A CONCRETE
 GJ0146'POST.
 GJ0146
 GJ0146                          STATION RECOVERY (1934)
 GJ0146
 GJ0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0146'RECOVERED IN GOOD CONDITION.
 GJ0146
 GJ0146                          STATION RECOVERY (1935)
 GJ0146
 GJ0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GJ0146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0476 ***********************************************************************
 GJ0476  DESIGNATION -  H 32 G
 GJ0476  PID         -  GJ0476
 GJ0476  STATE/COUNTY-  OK/WOODWARD
 GJ0476  COUNTRY     -  US
 GJ0476  USGS QUAD   -  QUINLAN (2018)
 GJ0476
 GJ0476                         *CURRENT SURVEY CONTROL
 GJ0476  ______________________________________________________________________
 GJ0476* NAD 83(1986) POSITION- 36 29 13.     (N) 099 00 58.     (W)   SCALED
 GJ0476* NAVD 88 ORTHO HEIGHT -   490.725 (meters)     1609.99  (feet) ADJUSTED
 GJ0476  ______________________________________________________________________
 GJ0476  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 GJ0476  DYNAMIC HEIGHT  -        490.267 (meters)     1608.48  (feet) COMP
 GJ0476  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 GJ0476
 GJ0476  VERT ORDER      -  FIRST     CLASS II
 GJ0476
 GJ0476.The horizontal coordinates were scaled from a map and have
 GJ0476.an estimated accuracy of +/- 6 seconds.
 GJ0476
 GJ0476.The orthometric height was determined by differential leveling and
 GJ0476.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0476.in June 1991.
 GJ0476
 GJ0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0476.GEOID18 height accuracy estimate available here.
 GJ0476
 GJ0476.Click photographs - Photos may exist for this station.
 GJ0476
 GJ0476.The dynamic height is computed by dividing the NAVD 88
 GJ0476.geopotential number by the normal gravity value computed on the
 GJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0476.degrees latitude (g = 980.6199 gals.).
 GJ0476
 GJ0476.The modeled gravity was interpolated from observed gravity values.
 GJ0476
 GJ0476;                    North         East    Units  Estimated Accuracy
 GJ0476;SPC OK N     -   165,460.      508,960.      MT  (+/- 180 meters Scaled)
 GJ0476
 GJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF985379(NAD 83)
 GJ0476
 GJ0476                          SUPERSEDED SURVEY CONTROL
 GJ0476
 GJ0476  NGVD 29 (04/22/92)  490.513  (m)         1609.29   (f) ADJUSTED    1 2
 GJ0476
 GJ0476.Superseded values are not recommended for survey control.
 GJ0476
 GJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0476.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0476
 GJ0476_MARKER: Q = CHISELED SQUARE
 GJ0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0476_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0476_MARK LOGO: NONE
 GJ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0476
 GJ0476  HISTORY     - Date     Condition        Report By
 GJ0476  HISTORY     - 1928     MONUMENTED       USGS
 GJ0476
 GJ0476                          STATION DESCRIPTION
 GJ0476
 GJ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0476'4.8 KM (3.00 MI) NE FROM QUINLAN.
 GJ0476'BELVA, 2.6 MILES SOUTHWEST OF, BY 2.88 MILES NORTHEAST OF QUINLAN, 9
 GJ0476'FEET NORTH OF TRACK, IN CENTER OF SOUTH SIDE OF CONCRETE BASE TO
 GJ0476'BLOCK SIGNAL 358.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0293 ***********************************************************************
 GJ0293  DESIGNATION -  H 32 RESET
 GJ0293  PID         -  GJ0293
 GJ0293  STATE/COUNTY-  OK/ELLIS
 GJ0293  COUNTRY     -  US
 GJ0293  USGS QUAD   -  SHATTUCK (2018)
 GJ0293
 GJ0293                         *CURRENT SURVEY CONTROL
 GJ0293  ______________________________________________________________________
 GJ0293* NAD 83(1986) POSITION- 36 16 43.     (N) 099 52 47.     (W)   SCALED
 GJ0293* NAVD 88 ORTHO HEIGHT -   681.36  (meters)     2235.4   (feet) RESET
 GJ0293  ______________________________________________________________________
 GJ0293  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GJ0293  VERT ORDER      -  THIRD
 GJ0293
 GJ0293.The horizontal coordinates were scaled from a map and have
 GJ0293.an estimated accuracy of +/- 6 seconds.
 GJ0293
 GJ0293.The orthometric height was computed from unverified reset data.
 GJ0293
 GJ0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0293.GEOID18 height accuracy estimate available here.
 GJ0293
 GJ0293.Click photographs - Photos may exist for this station.
 GJ0293
 GJ0293;                    North         East    Units  Estimated Accuracy
 GJ0293;SPC OK N     -   143,500.      431,140.      MT  (+/- 180 meters Scaled)
 GJ0293
 GJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF209152(NAD 83)
 GJ0293
 GJ0293                          SUPERSEDED SURVEY CONTROL
 GJ0293
 GJ0293.No superseded survey control is available for this station.
 GJ0293
 GJ0293_MARKER: DB = BENCH MARK DISK
 GJ0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0293_SP_SET: FOUNDATION
 GJ0293_STAMPING: H 32 RESET 1947
 GJ0293_MARK LOGO: CGS
 GJ0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0293
 GJ0293  HISTORY     - Date     Condition        Report By
 GJ0293  HISTORY     - 1947     MONUMENTED       CGS
 GJ0293  HISTORY     - 19470202 GOOD             CGS
 GJ0293
 GJ0293                          STATION DESCRIPTION
 GJ0293
 GJ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GJ0293'AT SHATTUCK.
 GJ0293'AT SHATTUCK, ELLIS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 GJ0293'FE RAILWAY, ABOUT 630 FEET EAST OF THE MAIN STREET CROSSING, AT
 GJ0293'THE EAST WATER CRANE, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 GJ0293'CONCRETE FOUNDATION, AND 12 FEET SOUTH OF THE CENTER LINE
 GJ0293'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED H 32 RESET 1947.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0244 ***********************************************************************
 GJ0244  DESIGNATION -  H 33
 GJ0244  PID         -  GJ0244
 GJ0244  STATE/COUNTY-  OK/WOODWARD
 GJ0244  COUNTRY     -  US
 GJ0244  USGS QUAD   -  SHARON (2018)
 GJ0244
 GJ0244                         *CURRENT SURVEY CONTROL
 GJ0244  ______________________________________________________________________
 GJ0244* NAD 83(1986) POSITION- 36 16 33.     (N) 099 20 25.     (W)   SCALED
 GJ0244* NAVD 88 ORTHO HEIGHT -   628.085 (meters)     2060.64  (feet) ADJUSTED
 GJ0244  ______________________________________________________________________
 GJ0244  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 GJ0244  DYNAMIC HEIGHT  -        627.462 (meters)     2058.60  (feet) COMP
 GJ0244  MODELED GRAVITY -    979,620.8   (mgal)                       NAVD 88
 GJ0244
 GJ0244  VERT ORDER      -  SECOND    CLASS 0
 GJ0244
 GJ0244.The horizontal coordinates were scaled from a map and have
 GJ0244.an estimated accuracy of +/- 6 seconds.
 GJ0244
 GJ0244.The orthometric height was determined by differential leveling and
 GJ0244.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0244.in June 1991.
 GJ0244
 GJ0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0244.GEOID18 height accuracy estimate available here.
 GJ0244
 GJ0244.Click photographs - Photos may exist for this station.
 GJ0244
 GJ0244.The dynamic height is computed by dividing the NAVD 88
 GJ0244.geopotential number by the normal gravity value computed on the
 GJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0244.degrees latitude (g = 980.6199 gals.).
 GJ0244
 GJ0244.The modeled gravity was interpolated from observed gravity values.
 GJ0244
 GJ0244;                    North         East    Units  Estimated Accuracy
 GJ0244;SPC OK N     -   142,390.      479,590.      MT  (+/- 180 meters Scaled)
 GJ0244
 GJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF694145(NAD 83)
 GJ0244
 GJ0244                          SUPERSEDED SURVEY CONTROL
 GJ0244
 GJ0244  NGVD 29 (??/??/92)  627.820  (m)         2059.77   (f) ADJ UNCH    2 0
 GJ0244
 GJ0244.Superseded values are not recommended for survey control.
 GJ0244
 GJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0244.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0244
 GJ0244_MARKER: DB = BENCH MARK DISK
 GJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0244_STAMPING: H 33 1934
 GJ0244_MARK LOGO: CGS
 GJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0244+STABILITY: SURFACE MOTION
 GJ0244
 GJ0244  HISTORY     - Date     Condition        Report By
 GJ0244  HISTORY     - 1934     MONUMENTED       CGS
 GJ0244  HISTORY     - 1949     GOOD             CGS
 GJ0244
 GJ0244                          STATION DESCRIPTION
 GJ0244
 GJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GJ0244'AT SHARON.
 GJ0244'AT SHARON, WOODWARD COUNTY, 450 FEET SOUTH OF THE
 GJ0244'MISSOURI-KANSAS-TEXAS RAILROAD STATION, 300 FEET WEST OF THE SHARP
 GJ0244'LUMBER CO., 90 FEET NORTH OF THE TEXAS PETROLEUM CO. PLANT, AND
 GJ0244'78 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GJ0244'STAMPED H 33 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 GJ0244'BENCH MARK COULD NOT BE FOUND VERY EASILY FROM THE DESCRIPTION
 GJ0244'GIVEN BECAUSE THE SHARP LUMBER COMPANY IS NO LONGER IN EXISTENCE
 GJ0244'AND THE TEXACO PETROLEUM PLANT IS NOW RUN BY PHILLIPS 66.  ALSO,
 GJ0244'THE DISTANCE FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION
 GJ0244'WAS FOUND TO BE ABOUT 350 FEET INSTEAD OF 450.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0477 ***********************************************************************
 GJ0477  DESIGNATION -  H 33 H
 GJ0477  PID         -  GJ0477
 GJ0477  STATE/COUNTY-  OK/WOODWARD
 GJ0477  COUNTRY     -  US
 GJ0477  USGS QUAD   -  QUINLAN (2018)
 GJ0477
 GJ0477                         *CURRENT SURVEY CONTROL
 GJ0477  ______________________________________________________________________
 GJ0477* NAD 83(1986) POSITION- 36 27 53.     (N) 099 02 08.     (W)   SCALED
 GJ0477* NAVD 88 ORTHO HEIGHT -   519.167 (meters)     1703.30  (feet) ADJUSTED
 GJ0477  ______________________________________________________________________
 GJ0477  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 GJ0477  DYNAMIC HEIGHT  -        518.681 (meters)     1701.71  (feet) COMP
 GJ0477  MODELED GRAVITY -    979,679.3   (mgal)                       NAVD 88
 GJ0477
 GJ0477  VERT ORDER      -  FIRST     CLASS II
 GJ0477
 GJ0477.The horizontal coordinates were scaled from a map and have
 GJ0477.an estimated accuracy of +/- 6 seconds.
 GJ0477
 GJ0477.The orthometric height was determined by differential leveling and
 GJ0477.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0477.in June 1991.
 GJ0477
 GJ0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0477.GEOID18 height accuracy estimate available here.
 GJ0477
 GJ0477.Click photographs - Photos may exist for this station.
 GJ0477
 GJ0477.The dynamic height is computed by dividing the NAVD 88
 GJ0477.geopotential number by the normal gravity value computed on the
 GJ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0477.degrees latitude (g = 980.6199 gals.).
 GJ0477
 GJ0477.The modeled gravity was interpolated from observed gravity values.
 GJ0477
 GJ0477;                    North         East    Units  Estimated Accuracy
 GJ0477;SPC OK N     -   163,010.      507,190.      MT  (+/- 180 meters Scaled)
 GJ0477
 GJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF968354(NAD 83)
 GJ0477
 GJ0477                          SUPERSEDED SURVEY CONTROL
 GJ0477
 GJ0477  NGVD 29 (04/22/92)  518.952  (m)         1702.60   (f) ADJUSTED    1 2
 GJ0477
 GJ0477.Superseded values are not recommended for survey control.
 GJ0477
 GJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0477.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0477
 GJ0477_MARKER: Q = CHISELED SQUARE
 GJ0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0477_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0477_MARK LOGO: NONE
 GJ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0477
 GJ0477  HISTORY     - Date     Condition        Report By
 GJ0477  HISTORY     - 1928     MONUMENTED       USGS
 GJ0477
 GJ0477                          STATION DESCRIPTION
 GJ0477
 GJ0477'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0477'1.4 KM (0.90 MI) NE FROM QUINLAN.
 GJ0477'QUINLAN, 0.91 MILES NORTHEAST OF, 8.7 FEET WEST OF TRACK, AND 570 FEET
 GJ0477'NORTH OF ROAD CROSSING, IN CENTER OF EAST SIDE OF CONCRETE BASE TO
 GJ0477'BLOCK SIGNAL 360.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0478 ***********************************************************************
 GJ0478  DESIGNATION -  H 34 I
 GJ0478  PID         -  GJ0478
 GJ0478  STATE/COUNTY-  OK/WOODWARD
 GJ0478  COUNTRY     -  US
 GJ0478  USGS QUAD   -  QUINLAN (2018)
 GJ0478
 GJ0478                         *CURRENT SURVEY CONTROL
 GJ0478  ______________________________________________________________________
 GJ0478* NAD 83(1986) POSITION- 36 26 59.     (N) 099 03 55.     (W)   SCALED
 GJ0478* NAVD 88 ORTHO HEIGHT -   554.735 (meters)     1819.99  (feet) ADJUSTED
 GJ0478  ______________________________________________________________________
 GJ0478  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 GJ0478  DYNAMIC HEIGHT  -        554.213 (meters)     1818.28  (feet) COMP
 GJ0478  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 GJ0478
 GJ0478  VERT ORDER      -  FIRST     CLASS II
 GJ0478
 GJ0478.The horizontal coordinates were scaled from a map and have
 GJ0478.an estimated accuracy of +/- 6 seconds.
 GJ0478
 GJ0478.The orthometric height was determined by differential leveling and
 GJ0478.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0478.in June 1991.
 GJ0478
 GJ0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0478.GEOID18 height accuracy estimate available here.
 GJ0478
 GJ0478.Click photographs - Photos may exist for this station.
 GJ0478
 GJ0478.The dynamic height is computed by dividing the NAVD 88
 GJ0478.geopotential number by the normal gravity value computed on the
 GJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0478.degrees latitude (g = 980.6199 gals.).
 GJ0478
 GJ0478.The modeled gravity was interpolated from observed gravity values.
 GJ0478
 GJ0478;                    North         East    Units  Estimated Accuracy
 GJ0478;SPC OK N     -   161,380.      504,510.      MT  (+/- 180 meters Scaled)
 GJ0478
 GJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF941338(NAD 83)
 GJ0478
 GJ0478                          SUPERSEDED SURVEY CONTROL
 GJ0478
 GJ0478  NGVD 29 (04/22/92)  554.516  (m)         1819.27   (f) ADJUSTED    1 2
 GJ0478
 GJ0478.Superseded values are not recommended for survey control.
 GJ0478
 GJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0478.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0478
 GJ0478_MARKER: Q = CHISELED SQUARE
 GJ0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0478_SP_SET: CONCRETE BASE OF BRIDGE STRUT
 GJ0478_MARK LOGO: NONE
 GJ0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0478
 GJ0478  HISTORY     - Date     Condition        Report By
 GJ0478  HISTORY     - 1928     MONUMENTED       USGS
 GJ0478
 GJ0478                          STATION DESCRIPTION
 GJ0478
 GJ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0478'1.9 KM (1.20 MI) WSW FROM QUINLAN.
 GJ0478'QUINLAN, 1.48 MILES SOUTHWEST OF, 14.1 FEET NORTH OF TRACK, IN CENTER
 GJ0478'OF SOUTH SIDE OF CONCRETE BASE TO NORTHEAST IRON SUPPORT TO OVERHEAD
 GJ0478'CROSSING OF ROAD, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0479 ***********************************************************************
 GJ0479  DESIGNATION -  H 34 J
 GJ0479  PID         -  GJ0479
 GJ0479  STATE/COUNTY-  OK/WOODWARD
 GJ0479  COUNTRY     -  US
 GJ0479  USGS QUAD   -  QUINLAN (2018)
 GJ0479
 GJ0479                         *CURRENT SURVEY CONTROL
 GJ0479  ______________________________________________________________________
 GJ0479* NAD 83(1986) POSITION- 36 27 16.     (N) 099 04 48.     (W)   SCALED
 GJ0479* NAVD 88 ORTHO HEIGHT -   567.904 (meters)     1863.20  (feet) ADJUSTED
 GJ0479  ______________________________________________________________________
 GJ0479  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 GJ0479  DYNAMIC HEIGHT  -        567.369 (meters)     1861.44  (feet) COMP
 GJ0479  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 GJ0479
 GJ0479  VERT ORDER      -  FIRST     CLASS II
 GJ0479
 GJ0479.The horizontal coordinates were scaled from a map and have
 GJ0479.an estimated accuracy of +/- 6 seconds.
 GJ0479
 GJ0479.The orthometric height was determined by differential leveling and
 GJ0479.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0479.in June 1991.
 GJ0479
 GJ0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0479.GEOID18 height accuracy estimate available here.
 GJ0479
 GJ0479.Click photographs - Photos may exist for this station.
 GJ0479
 GJ0479.The dynamic height is computed by dividing the NAVD 88
 GJ0479.geopotential number by the normal gravity value computed on the
 GJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0479.degrees latitude (g = 980.6199 gals.).
 GJ0479
 GJ0479.The modeled gravity was interpolated from observed gravity values.
 GJ0479
 GJ0479;                    North         East    Units  Estimated Accuracy
 GJ0479;SPC OK N     -   161,920.      503,190.      MT  (+/- 180 meters Scaled)
 GJ0479
 GJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF928343(NAD 83)
 GJ0479
 GJ0479                          SUPERSEDED SURVEY CONTROL
 GJ0479
 GJ0479  NGVD 29 (04/22/92)  567.684  (m)         1862.48   (f) ADJUSTED    1 2
 GJ0479
 GJ0479.Superseded values are not recommended for survey control.
 GJ0479
 GJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0479.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0479
 GJ0479_MARKER: Q = CHISELED SQUARE
 GJ0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0479_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0479_MARK LOGO: NONE
 GJ0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0479
 GJ0479  HISTORY     - Date     Condition        Report By
 GJ0479  HISTORY     - 1928     MONUMENTED       USGS
 GJ0479
 GJ0479                          STATION DESCRIPTION
 GJ0479
 GJ0479'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0479'3.2 KM (2.00 MI) WEST FROM QUINLAN.
 GJ0479'QUINLIN, 2.37 MILES SOUTHWEST OF, 8.7 FEET NORTH OF TRACK, IN CENTER
 GJ0479'OF SOUTH SIDE OF CONCRETE BASE TO BLOCK SIGNAL 363.1, CHISELED
 GJ0479'SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0059 ***********************************************************************
 GJ0059  DESIGNATION -  H 35
 GJ0059  PID         -  GJ0059
 GJ0059  STATE/COUNTY-  OK/MAJOR
 GJ0059  COUNTRY     -  US
 GJ0059  USGS QUAD   -  ISABELLA (2018)
 GJ0059
 GJ0059                         *CURRENT SURVEY CONTROL
 GJ0059  ______________________________________________________________________
 GJ0059* NAD 83(1986) POSITION- 36 11 25.     (N) 098 14 59.     (W)   SCALED
 GJ0059* NAVD 88 ORTHO HEIGHT -   346.821 (meters)     1137.86  (feet) ADJUSTED
 GJ0059  ______________________________________________________________________
 GJ0059  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 GJ0059  DYNAMIC HEIGHT  -        346.509 (meters)     1136.84  (feet) COMP
 GJ0059  MODELED GRAVITY -    979,724.2   (mgal)                       NAVD 88
 GJ0059
 GJ0059  VERT ORDER      -  SECOND    CLASS 0
 GJ0059
 GJ0059.The horizontal coordinates were scaled from a map and have
 GJ0059.an estimated accuracy of +/- 6 seconds.
 GJ0059
 GJ0059.The orthometric height was determined by differential leveling and
 GJ0059.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0059.in June 1991.
 GJ0059
 GJ0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0059.GEOID18 height accuracy estimate available here.
 GJ0059
 GJ0059.Click photographs - Photos may exist for this station.
 GJ0059
 GJ0059.The dynamic height is computed by dividing the NAVD 88
 GJ0059.geopotential number by the normal gravity value computed on the
 GJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0059.degrees latitude (g = 980.6199 gals.).
 GJ0059
 GJ0059.The modeled gravity was interpolated from observed gravity values.
 GJ0059
 GJ0059;                    North         East    Units  Estimated Accuracy
 GJ0059;SPC OK N     -   132,090.      577,540.      MT  (+/- 180 meters Scaled)
 GJ0059
 GJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF674053(NAD 83)
 GJ0059
 GJ0059                          SUPERSEDED SURVEY CONTROL
 GJ0059
 GJ0059  NGVD 29 (??/??/92)  346.664  (m)         1137.35   (f) ADJ UNCH    2 0
 GJ0059
 GJ0059.Superseded values are not recommended for survey control.
 GJ0059
 GJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0059.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0059
 GJ0059_MARKER: DB = BENCH MARK DISK
 GJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0059_STAMPING: H 35 1934
 GJ0059_MARK LOGO: CGS
 GJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0059+STABILITY: SURFACE MOTION
 GJ0059
 GJ0059  HISTORY     - Date     Condition        Report By
 GJ0059  HISTORY     - 1934     MONUMENTED       CGS
 GJ0059
 GJ0059                          STATION DESCRIPTION
 GJ0059
 GJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0059'6.1 MI NE FROM O KEENE.
 GJ0059'6.1 MILES NORTHEAST OF ST. L AND SF RR DEPOT.  6 FEET SOUTHEAST
 GJ0059'OF MILE POST 612.  41 FEET EAST OF THE CENTERLINE OF ST. LOUIS
 GJ0059'AND SAN FRANCISCO RAILROAD.  9 FEET WEST OF THE RAILROAD
 GJ0059'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0258 ***********************************************************************
 GJ0258  DESIGNATION -  H 35
 GJ0258  PID         -  GJ0258
 GJ0258  STATE/COUNTY-  OK/WOODWARD
 GJ0258  COUNTRY     -  US
 GJ0258  USGS QUAD   -  QUINLAN (2018)
 GJ0258
 GJ0258                         *CURRENT SURVEY CONTROL
 GJ0258  ______________________________________________________________________
 GJ0258* NAD 83(1986) POSITION- 36 26 56.     (N) 099 05 33.     (W)   SCALED
 GJ0258* NAVD 88 ORTHO HEIGHT -   578.365 (meters)     1897.52  (feet) ADJUSTED
 GJ0258  ______________________________________________________________________
 GJ0258  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 GJ0258  DYNAMIC HEIGHT  -        577.819 (meters)     1895.73  (feet) COMP
 GJ0258  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 GJ0258
 GJ0258  VERT ORDER      -  FIRST     CLASS II
 GJ0258
 GJ0258.The horizontal coordinates were scaled from a map and have
 GJ0258.an estimated accuracy of +/- 6 seconds.
 GJ0258
 GJ0258.The orthometric height was determined by differential leveling and
 GJ0258.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0258.in June 1991.
 GJ0258
 GJ0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0258.GEOID18 height accuracy estimate available here.
 GJ0258
 GJ0258.Click photographs - Photos may exist for this station.
 GJ0258
 GJ0258.The dynamic height is computed by dividing the NAVD 88
 GJ0258.geopotential number by the normal gravity value computed on the
 GJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0258.degrees latitude (g = 980.6199 gals.).
 GJ0258
 GJ0258.The modeled gravity was interpolated from observed gravity values.
 GJ0258
 GJ0258;                    North         East    Units  Estimated Accuracy
 GJ0258;SPC OK N     -   161,310.      502,060.      MT  (+/- 180 meters Scaled)
 GJ0258
 GJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF917337(NAD 83)
 GJ0258
 GJ0258                          SUPERSEDED SURVEY CONTROL
 GJ0258
 GJ0258  NGVD 29 (04/22/92)  578.143  (m)         1896.79   (f) ADJUSTED    1 2
 GJ0258
 GJ0258.Superseded values are not recommended for survey control.
 GJ0258
 GJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0258.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0258
 GJ0258_MARKER: DB = BENCH MARK DISK
 GJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0258_STAMPING: H 35 1928
 GJ0258_MARK LOGO: USGS
 GJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0258+STABILITY: SURFACE MOTION
 GJ0258
 GJ0258  HISTORY     - Date     Condition        Report By
 GJ0258  HISTORY     - 1928     MONUMENTED       USGS
 GJ0258  HISTORY     - 1934     GOOD             CGS
 GJ0258
 GJ0258                          STATION DESCRIPTION
 GJ0258
 GJ0258'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0258'AT CURTIS.
 GJ0258'ABOUT 2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0258'RAILWAY FROM CURTIS, WOODWARD COUNTY, ABOUT 0.4 MILE WEST OF
 GJ0258'MILEPOST 364, AT THE WEST END OF A CUT, 58 FEET SOUTH OF THE
 GJ0258'TRACK, AND NEAR A POLE MARKED U.S. 1897 P.B.M.  A UNITED STATES
 GJ0258'GEOLOGICAL SURVEY STANDARD DISK. STAMPED H 35 1928 AND SET IN
 GJ0258'THE TOP OF A CONCRETE POST.
 GJ0258
 GJ0258                          STATION RECOVERY (1934)
 GJ0258
 GJ0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0480 ***********************************************************************
 GJ0480  DESIGNATION -  H 35 K
 GJ0480  PID         -  GJ0480
 GJ0480  STATE/COUNTY-  OK/WOODWARD
 GJ0480  COUNTRY     -  US
 GJ0480  USGS QUAD   -  QUINLAN (2018)
 GJ0480
 GJ0480                         *CURRENT SURVEY CONTROL
 GJ0480  ______________________________________________________________________
 GJ0480* NAD 83(1986) POSITION- 36 26 33.     (N) 099 06 35.     (W)   SCALED
 GJ0480* NAVD 88 ORTHO HEIGHT -   596.114 (meters)     1955.75  (feet) ADJUSTED
 GJ0480  ______________________________________________________________________
 GJ0480  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 GJ0480  DYNAMIC HEIGHT  -        595.550 (meters)     1953.90  (feet) COMP
 GJ0480  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 GJ0480
 GJ0480  VERT ORDER      -  FIRST     CLASS II
 GJ0480
 GJ0480.The horizontal coordinates were scaled from a map and have
 GJ0480.an estimated accuracy of +/- 6 seconds.
 GJ0480
 GJ0480.The orthometric height was determined by differential leveling and
 GJ0480.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0480.in June 1991.
 GJ0480
 GJ0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0480.GEOID18 height accuracy estimate available here.
 GJ0480
 GJ0480.Click photographs - Photos may exist for this station.
 GJ0480
 GJ0480.The dynamic height is computed by dividing the NAVD 88
 GJ0480.geopotential number by the normal gravity value computed on the
 GJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0480.degrees latitude (g = 980.6199 gals.).
 GJ0480
 GJ0480.The modeled gravity was interpolated from observed gravity values.
 GJ0480
 GJ0480;                    North         East    Units  Estimated Accuracy
 GJ0480;SPC OK N     -   160,620.      500,510.      MT  (+/- 180 meters Scaled)
 GJ0480
 GJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF901330(NAD 83)
 GJ0480
 GJ0480                          SUPERSEDED SURVEY CONTROL
 GJ0480
 GJ0480  NGVD 29 (04/22/92)  595.891  (m)         1955.02   (f) ADJUSTED    1 2
 GJ0480
 GJ0480.Superseded values are not recommended for survey control.
 GJ0480
 GJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0480.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0480
 GJ0480_MARKER: Q = CHISELED SQUARE
 GJ0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0480_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0480_MARK LOGO: NONE
 GJ0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0480
 GJ0480  HISTORY     - Date     Condition        Report By
 GJ0480  HISTORY     - 1928     MONUMENTED       USGS
 GJ0480
 GJ0480                          STATION DESCRIPTION
 GJ0480
 GJ0480'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0480'6.0 KM (3.70 MI) WSW FROM QUINLAN.
 GJ0480'CURTIS, 1.57 MILES EAST OF, 9 FEET SOUTH OF TRACK, IN CENTER OF NORTH
 GJ0480'SIDE OF CONCRETE BASE TO BLOCK SIGNAL 365.2, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0094 ***********************************************************************
 FK0094  DESIGNATION -  H 36
 FK0094  PID         -  FK0094
 FK0094  STATE/COUNTY-  OK/GRADY
 FK0094  COUNTRY     -  US
 FK0094  USGS QUAD   -  VERDEN (2018)
 FK0094
 FK0094                         *CURRENT SURVEY CONTROL
 FK0094  ______________________________________________________________________
 FK0094* NAD 83(1986) POSITION- 35 04 49.00   (N) 098 01 21.39   (W)   HD_HELD1
 FK0094* NAVD 88 ORTHO HEIGHT -   338.555 (meters)     1110.74  (feet) ADJUSTED
 FK0094  ______________________________________________________________________
 FK0094  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 FK0094  DYNAMIC HEIGHT  -        338.219 (meters)     1109.64  (feet) COMP
 FK0094  MODELED GRAVITY -    979,633.0   (mgal)                       NAVD 88
 FK0094
 FK0094  VERT ORDER      -  SECOND    CLASS 0
 FK0094
 FK0094.The horizontal coordinates were determined by differentially corrected
 FK0094.hand held GPS observations or other comparable positioning techniques
 FK0094.and have an estimated accuracy of +/- 3 meters.
 FK0094
 FK0094.The orthometric height was determined by differential leveling and
 FK0094.adjusted by the NATIONAL GEODETIC SURVEY
 FK0094.in June 1991.
 FK0094
 FK0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0094.GEOID18 height accuracy estimate available here.
 FK0094
 FK0094.Click photographs - Photos may exist for this station.
 FK0094
 FK0094.The dynamic height is computed by dividing the NAVD 88
 FK0094.geopotential number by the normal gravity value computed on the
 FK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0094.degrees latitude (g = 980.6199 gals.).
 FK0094
 FK0094.The modeled gravity was interpolated from observed gravity values.
 FK0094
 FK0094;                    North         East    Units  Estimated Accuracy
 FK0094;SPC OK S     -   193,781.3     597,938.2     MT  (+/- 3 meters HH1 GPS) 
 FK0094
 FK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8910282382(NAD 83)
 FK0094
 FK0094                          SUPERSEDED SURVEY CONTROL
 FK0094
 FK0094  NGVD 29 (??/??/92)  338.441  (m)         1110.37   (f) ADJ UNCH    2 0
 FK0094
 FK0094.Superseded values are not recommended for survey control.
 FK0094
 FK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0094.See file dsdata.pdf to determine how the superseded data were derived.
 FK0094
 FK0094_MARKER: DB = BENCH MARK DISK
 FK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0094_STAMPING: H 36 1934
 FK0094_MARK LOGO: CGS
 FK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0094+STABILITY: SURFACE MOTION
 FK0094
 FK0094  HISTORY     - Date     Condition        Report By
 FK0094  HISTORY     - 1934     MONUMENTED       CGS
 FK0094  HISTORY     - 1963     GOOD             CGS
 FK0094
 FK0094                          STATION DESCRIPTION
 FK0094
 FK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0094'3.8 MI E FROM VERDEN.
 FK0094'3.8 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FK0094'ISLAND AND PACIFIC RAILROAD STATION AT VERDEN, GRADY COUNTY,
 FK0094'AT A ROAD CROSSING NEAR A SERVICE STATION, 30 FEET SOUTH OF
 FK0094'THE TRACK, AND 12 FEET EAST OF THE ROAD.  A STANDARD DISK,
 FK0094'STAMPED H 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0094
 FK0094                          STATION RECOVERY (1963)
 FK0094
 FK0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0259 ***********************************************************************
 GJ0259  DESIGNATION -  H 36
 GJ0259  PID         -  GJ0259
 GJ0259  STATE/COUNTY-  OK/WOODWARD
 GJ0259  COUNTRY     -  US
 GJ0259  USGS QUAD   -  MOORELAND (2018)
 GJ0259
 GJ0259                         *CURRENT SURVEY CONTROL
 GJ0259  ______________________________________________________________________
 GJ0259* NAD 83(1986) POSITION- 36 26 34.     (N) 099 08 19.     (W)   SCALED
 GJ0259* NAVD 88 ORTHO HEIGHT -   594.955 (meters)     1951.95  (feet) ADJUSTED
 GJ0259  ______________________________________________________________________
 GJ0259  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 GJ0259  DYNAMIC HEIGHT  -        594.389 (meters)     1950.09  (feet) COMP
 GJ0259  MODELED GRAVITY -    979,662.3   (mgal)                       NAVD 88
 GJ0259
 GJ0259  VERT ORDER      -  FIRST     CLASS II
 GJ0259
 GJ0259.The horizontal coordinates were scaled from a map and have
 GJ0259.an estimated accuracy of +/- 6 seconds.
 GJ0259
 GJ0259.The orthometric height was determined by differential leveling and
 GJ0259.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0259.in June 1991.
 GJ0259
 GJ0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0259.GEOID18 height accuracy estimate available here.
 GJ0259
 GJ0259.Click photographs - Photos may exist for this station.
 GJ0259
 GJ0259.The dynamic height is computed by dividing the NAVD 88
 GJ0259.geopotential number by the normal gravity value computed on the
 GJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0259.degrees latitude (g = 980.6199 gals.).
 GJ0259
 GJ0259.The modeled gravity was interpolated from observed gravity values.
 GJ0259
 GJ0259;                    North         East    Units  Estimated Accuracy
 GJ0259;SPC OK N     -   160,680.      497,920.      MT  (+/- 180 meters Scaled)
 GJ0259
 GJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF875330(NAD 83)
 GJ0259
 GJ0259                          SUPERSEDED SURVEY CONTROL
 GJ0259
 GJ0259  NGVD 29 (04/22/92)  594.728  (m)         1951.20   (f) ADJUSTED    1 2
 GJ0259
 GJ0259.Superseded values are not recommended for survey control.
 GJ0259
 GJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0259.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0259
 GJ0259_MARKER: DB = BENCH MARK DISK
 GJ0259_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0259+WITH SETTING: PAVEMENT
 GJ0259_SP_SET: FOUNDATION OF WATER COLUMN
 GJ0259_STAMPING: H 36 1928
 GJ0259_MARK LOGO: USGS
 GJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0259+STABILITY: SURFACE MOTION
 GJ0259
 GJ0259  HISTORY     - Date     Condition        Report By
 GJ0259  HISTORY     - 1928     MONUMENTED       USGS
 GJ0259  HISTORY     - 1934     GOOD             CGS
 GJ0259
 GJ0259                          STATION DESCRIPTION
 GJ0259
 GJ0259'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0259'AT CURTIS.
 GJ0259'AT CURTIS, WOODWARD COUNTY, ABOUT 175 FEET WEST OF THE ATCHISON,
 GJ0259'TOPEKA AND SANTA FE RAILWAY STATION, 89 FEET EAST OF A ROAD
 GJ0259'CROSSING, ABOUT 10 FEET SOUTH OF THE MAIN TRACK, AT A WATER
 GJ0259'COLUMN MARKED U.S. 1951 P.B.M., AND IN THE SOUTHEAST CORNER OF THE
 GJ0259'CONCRETE FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GJ0259'DISK, STAMPED H 36 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0259
 GJ0259                          STATION RECOVERY (1934)
 GJ0259
 GJ0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0481 ***********************************************************************
 GJ0481  DESIGNATION -  H 36 L
 GJ0481  PID         -  GJ0481
 GJ0481  STATE/COUNTY-  OK/WOODWARD
 GJ0481  COUNTRY     -  US
 GJ0481  USGS QUAD   -  MOORELAND (2018)
 GJ0481
 GJ0481                         *CURRENT SURVEY CONTROL
 GJ0481  ______________________________________________________________________
 GJ0481* NAD 83(1986) POSITION- 36 26 32.     (N) 099 09 19.     (W)   SCALED
 GJ0481* NAVD 88 ORTHO HEIGHT -   589.385 (meters)     1933.67  (feet) ADJUSTED
 GJ0481  ______________________________________________________________________
 GJ0481  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 GJ0481  DYNAMIC HEIGHT  -        588.824 (meters)     1931.83  (feet) COMP
 GJ0481  MODELED GRAVITY -    979,660.2   (mgal)                       NAVD 88
 GJ0481
 GJ0481  VERT ORDER      -  FIRST     CLASS II
 GJ0481
 GJ0481.The horizontal coordinates were scaled from a map and have
 GJ0481.an estimated accuracy of +/- 6 seconds.
 GJ0481
 GJ0481.The orthometric height was determined by differential leveling and
 GJ0481.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0481.in June 1991.
 GJ0481
 GJ0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0481.GEOID18 height accuracy estimate available here.
 GJ0481
 GJ0481.Click photographs - Photos may exist for this station.
 GJ0481
 GJ0481.The dynamic height is computed by dividing the NAVD 88
 GJ0481.geopotential number by the normal gravity value computed on the
 GJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0481.degrees latitude (g = 980.6199 gals.).
 GJ0481
 GJ0481.The modeled gravity was interpolated from observed gravity values.
 GJ0481
 GJ0481;                    North         East    Units  Estimated Accuracy
 GJ0481;SPC OK N     -   160,640.      496,430.      MT  (+/- 180 meters Scaled)
 GJ0481
 GJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF860330(NAD 83)
 GJ0481
 GJ0481                          SUPERSEDED SURVEY CONTROL
 GJ0481
 GJ0481  NGVD 29 (04/22/92)  589.155  (m)         1932.92   (f) ADJUSTED    1 2
 GJ0481
 GJ0481.Superseded values are not recommended for survey control.
 GJ0481
 GJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0481.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0481
 GJ0481_MARKER: Q = CHISELED SQUARE
 GJ0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0481_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0481_MARK LOGO: NONE
 GJ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0481
 GJ0481  HISTORY     - Date     Condition        Report By
 GJ0481  HISTORY     - 1928     MONUMENTED       USGS
 GJ0481
 GJ0481                          STATION DESCRIPTION
 GJ0481
 GJ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0481'4.3 KM (2.70 MI) EAST FROM MOORELAND.
 GJ0481'CURTIS, 0.98 MILES WEST OF, 150 FEET EAST OF MILE POST 368, 8.7 FEET
 GJ0481'NORTH OF TRACK, IN CENTER OF SOUTH SIDE OF CONCRETE BASE TO BLOCK
 GJ0481'SIGNAL 368.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0482 ***********************************************************************
 GJ0482  DESIGNATION -  H 36 M
 GJ0482  PID         -  GJ0482
 GJ0482  STATE/COUNTY-  OK/WOODWARD
 GJ0482  COUNTRY     -  US
 GJ0482  USGS QUAD   -  MOORELAND (2018)
 GJ0482
 GJ0482                         *CURRENT SURVEY CONTROL
 GJ0482  ______________________________________________________________________
 GJ0482* NAD 83(1986) POSITION- 36 26 29.     (N) 099 10 55.     (W)   SCALED
 GJ0482* NAVD 88 ORTHO HEIGHT -   587.811 (meters)     1928.51  (feet) ADJUSTED
 GJ0482  ______________________________________________________________________
 GJ0482  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 GJ0482  DYNAMIC HEIGHT  -        587.249 (meters)     1926.67  (feet) COMP
 GJ0482  MODELED GRAVITY -    979,657.0   (mgal)                       NAVD 88
 GJ0482
 GJ0482  VERT ORDER      -  FIRST     CLASS II
 GJ0482
 GJ0482.The horizontal coordinates were scaled from a map and have
 GJ0482.an estimated accuracy of +/- 6 seconds.
 GJ0482
 GJ0482.The orthometric height was determined by differential leveling and
 GJ0482.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0482.in June 1991.
 GJ0482
 GJ0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0482.GEOID18 height accuracy estimate available here.
 GJ0482
 GJ0482.Click photographs - Photos may exist for this station.
 GJ0482
 GJ0482.The dynamic height is computed by dividing the NAVD 88
 GJ0482.geopotential number by the normal gravity value computed on the
 GJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0482.degrees latitude (g = 980.6199 gals.).
 GJ0482
 GJ0482.The modeled gravity was interpolated from observed gravity values.
 GJ0482
 GJ0482;                    North         East    Units  Estimated Accuracy
 GJ0482;SPC OK N     -   160,570.      494,040.      MT  (+/- 180 meters Scaled)
 GJ0482
 GJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF836329(NAD 83)
 GJ0482
 GJ0482                          SUPERSEDED SURVEY CONTROL
 GJ0482
 GJ0482  NGVD 29 (04/22/92)  587.577  (m)         1927.74   (f) ADJUSTED    1 2
 GJ0482
 GJ0482.Superseded values are not recommended for survey control.
 GJ0482
 GJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0482.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0482
 GJ0482_MARKER: Q = CHISELED SQUARE
 GJ0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0482_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0482_MARK LOGO: NONE
 GJ0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0482
 GJ0482  HISTORY     - Date     Condition        Report By
 GJ0482  HISTORY     - 1928     MONUMENTED       USGS
 GJ0482
 GJ0482                          STATION DESCRIPTION
 GJ0482
 GJ0482'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0482'2.1 KM (1.30 MI) EAST FROM MOORELAND.
 GJ0482'CURTIS, 2.48 MILES WEST OF, BY 1.50 MILES EAST OF MOORELAND, 8.7 FEET
 GJ0482'NORTH OF TRACK, IN CENTER OF SOUTH SIDE OF CONCRETE BASE TO BLOCK
 GJ0482'SIGNAL 369.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0260 ***********************************************************************
 GJ0260  DESIGNATION -  H 37
 GJ0260  PID         -  GJ0260
 GJ0260  STATE/COUNTY-  OK/WOODWARD
 GJ0260  COUNTRY     -  US
 GJ0260  USGS QUAD   -  MOORELAND (2018)
 GJ0260
 GJ0260                         *CURRENT SURVEY CONTROL
 GJ0260  ______________________________________________________________________
 GJ0260* NAD 83(1986) POSITION- 36 26 24.     (N) 099 12 16.     (W)   SCALED
 GJ0260* NAVD 88 ORTHO HEIGHT -   577.119 (meters)     1893.43  (feet) ADJUSTED
 GJ0260  ______________________________________________________________________
 GJ0260  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 GJ0260  DYNAMIC HEIGHT  -        576.565 (meters)     1891.61  (feet) COMP
 GJ0260  MODELED GRAVITY -    979,654.5   (mgal)                       NAVD 88
 GJ0260
 GJ0260  VERT ORDER      -  FIRST     CLASS II
 GJ0260
 GJ0260.The horizontal coordinates were scaled from a map and have
 GJ0260.an estimated accuracy of +/- 6 seconds.
 GJ0260
 GJ0260.The orthometric height was determined by differential leveling and
 GJ0260.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0260.in June 1991.
 GJ0260
 GJ0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0260.GEOID18 height accuracy estimate available here.
 GJ0260
 GJ0260.Click photographs - Photos may exist for this station.
 GJ0260
 GJ0260.The dynamic height is computed by dividing the NAVD 88
 GJ0260.geopotential number by the normal gravity value computed on the
 GJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0260.degrees latitude (g = 980.6199 gals.).
 GJ0260
 GJ0260.The modeled gravity was interpolated from observed gravity values.
 GJ0260
 GJ0260;                    North         East    Units  Estimated Accuracy
 GJ0260;SPC OK N     -   160,440.      492,020.      MT  (+/- 180 meters Scaled)
 GJ0260
 GJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF816327(NAD 83)
 GJ0260
 GJ0260                          SUPERSEDED SURVEY CONTROL
 GJ0260
 GJ0260  NGVD 29 (04/22/92)  576.881  (m)         1892.65   (f) ADJUSTED    1 2
 GJ0260
 GJ0260.Superseded values are not recommended for survey control.
 GJ0260
 GJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0260.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0260
 GJ0260_MARKER: DB = BENCH MARK DISK
 GJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0260_STAMPING: H 37 1928
 GJ0260_MARK LOGO: USGS
 GJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0260+STABILITY: SURFACE MOTION
 GJ0260
 GJ0260  HISTORY     - Date     Condition        Report By
 GJ0260  HISTORY     - 1928     MONUMENTED       USGS
 GJ0260  HISTORY     - 1934     GOOD             CGS
 GJ0260  HISTORY     - 1944     POOR             CGS
 GJ0260
 GJ0260                          STATION DESCRIPTION
 GJ0260
 GJ0260'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0260'AT MORELAND.
 GJ0260'AT MOORELAND, WOODWARD COUNTY, ABOUT 0.2 MILE EAST OF THE ATCHISON,
 GJ0260'TOPEKA AND SANTA FE RAILWAY STATION, AT THE NORTHWEST CORNER OF
 GJ0260'THE SECTION FOREMANS YARD, 98 FEET EAST OF THE MAIN STREET, 58 FEET
 GJ0260'SOUTH OF THE TRACK, AND NEAR A CORNER FENCE POST MARKED U.S.
 GJ0260'1893 P.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 GJ0260'STAMPED H 37 1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0260
 GJ0260                          STATION RECOVERY (1934)
 GJ0260
 GJ0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0260'RECOVERED IN GOOD CONDITION.
 GJ0260
 GJ0260                          STATION RECOVERY (1944)
 GJ0260
 GJ0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0260'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0483 ***********************************************************************
 GJ0483  DESIGNATION -  H 37 N
 GJ0483  PID         -  GJ0483
 GJ0483  STATE/COUNTY-  OK/WOODWARD
 GJ0483  COUNTRY     -  US
 GJ0483  USGS QUAD   -  MOORELAND (2018)
 GJ0483
 GJ0483                         *CURRENT SURVEY CONTROL
 GJ0483  ______________________________________________________________________
 GJ0483* NAD 83(1986) POSITION- 36 26 21.     (N) 099 13 43.     (W)   SCALED
 GJ0483* NAVD 88 ORTHO HEIGHT -   574.791 (meters)     1885.79  (feet) ADJUSTED
 GJ0483  ______________________________________________________________________
 GJ0483  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 GJ0483  DYNAMIC HEIGHT  -        574.238 (meters)     1883.98  (feet) COMP
 GJ0483  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 GJ0483
 GJ0483  VERT ORDER      -  FIRST     CLASS II
 GJ0483
 GJ0483.The horizontal coordinates were scaled from a map and have
 GJ0483.an estimated accuracy of +/- 6 seconds.
 GJ0483
 GJ0483.The orthometric height was determined by differential leveling and
 GJ0483.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0483.in June 1991.
 GJ0483
 GJ0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0483.GEOID18 height accuracy estimate available here.
 GJ0483
 GJ0483.Click photographs - Photos may exist for this station.
 GJ0483
 GJ0483.The dynamic height is computed by dividing the NAVD 88
 GJ0483.geopotential number by the normal gravity value computed on the
 GJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0483.degrees latitude (g = 980.6199 gals.).
 GJ0483
 GJ0483.The modeled gravity was interpolated from observed gravity values.
 GJ0483
 GJ0483;                    North         East    Units  Estimated Accuracy
 GJ0483;SPC OK N     -   160,380.      489,850.      MT  (+/- 180 meters Scaled)
 GJ0483
 GJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF795326(NAD 83)
 GJ0483
 GJ0483                          SUPERSEDED SURVEY CONTROL
 GJ0483
 GJ0483  NGVD 29 (04/22/92)  574.550  (m)         1885.00   (f) ADJUSTED    1 2
 GJ0483
 GJ0483.Superseded values are not recommended for survey control.
 GJ0483
 GJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0483.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0483
 GJ0483_MARKER: X = CHISELED CROSS
 GJ0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0483_SP_SET: TOP OF SECTION OF RAIL
 GJ0483_MARK LOGO: NONE
 GJ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0483
 GJ0483  HISTORY     - Date     Condition        Report By
 GJ0483  HISTORY     - 1928     MONUMENTED       USGS
 GJ0483
 GJ0483                          STATION DESCRIPTION
 GJ0483
 GJ0483'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0483'2.1 KM (1.30 MI) WEST FROM MOORELAND.
 GJ0483'MOORELAND, 1.17 MILES WEST OF, 47 FEET SOUTH OF TRACK AND 44 FEET WEST
 GJ0483'OF ROAD, 14 FEET WEST BY 2.6 FEET NORTH OF AN ANGLE IN FENCE LINE, ON
 GJ0483'TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0045 ***********************************************************************
 EM0045  DESIGNATION -  H 38
 EM0045  PID         -  EM0045
 EM0045  STATE/COUNTY-  OK/COMANCHE
 EM0045  COUNTRY     -  US
 EM0045  USGS QUAD   -  LETITIA (2018)
 EM0045
 EM0045                         *CURRENT SURVEY CONTROL
 EM0045  ______________________________________________________________________
 EM0045* NAD 83(1986) POSITION- 34 35 38.     (N) 098 10 35.     (W)   SCALED
 EM0045* NAVD 88 ORTHO HEIGHT -   323.541 (meters)     1061.48  (feet) ADJUSTED
 EM0045  ______________________________________________________________________
 EM0045  GEOID HEIGHT    -        -25.800 (meters)                     GEOID18
 EM0045  DYNAMIC HEIGHT  -        323.214 (meters)     1060.41  (feet) COMP
 EM0045  MODELED GRAVITY -    979,615.2   (mgal)                       NAVD 88
 EM0045
 EM0045  VERT ORDER      -  SECOND    CLASS 0
 EM0045
 EM0045.The horizontal coordinates were scaled from a map and have
 EM0045.an estimated accuracy of +/- 6 seconds.
 EM0045
 EM0045.The orthometric height was determined by differential leveling and
 EM0045.adjusted by the NATIONAL GEODETIC SURVEY
 EM0045.in June 1991.
 EM0045
 EM0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0045.GEOID18 height accuracy estimate available here.
 EM0045
 EM0045.Click photographs - Photos may exist for this station.
 EM0045
 EM0045.The dynamic height is computed by dividing the NAVD 88
 EM0045.geopotential number by the normal gravity value computed on the
 EM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0045.degrees latitude (g = 980.6199 gals.).
 EM0045
 EM0045.The modeled gravity was interpolated from observed gravity values.
 EM0045
 EM0045;                    North         East    Units  Estimated Accuracy
 EM0045;SPC OK S     -   139,840.      583,820.      MT  (+/- 180 meters Scaled)
 EM0045
 EM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND755283(NAD 83)
 EM0045
 EM0045                          SUPERSEDED SURVEY CONTROL
 EM0045
 EM0045  NGVD 29 (??/??/92)  323.441  (m)         1061.16   (f) ADJ UNCH    2 0
 EM0045
 EM0045.Superseded values are not recommended for survey control.
 EM0045
 EM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0045.See file dsdata.pdf to determine how the superseded data were derived.
 EM0045
 EM0045_MARKER: DB = BENCH MARK DISK
 EM0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0045_SP_SET: BRIDGE
 EM0045_STAMPING: H 38 1934
 EM0045_MARK LOGO: CGS
 EM0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0045
 EM0045  HISTORY     - Date     Condition        Report By
 EM0045  HISTORY     - 1934     MONUMENTED       CGS
 EM0045  HISTORY     - 1963     GOOD             CGS
 EM0045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0045
 EM0045                          STATION DESCRIPTION
 EM0045
 EM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0045'12.8 MI E FROM LAWTON.
 EM0045'12.3 MILES EAST OF THE INTERSECTION OF S 2ND STREET AND LEE BOULEVARD,
 EM0045'AND THE JUNCTION OF U.S. HIGHWAYS 277, 281 AND STATE HIGHWAY 7 IN
 EM0045'LAWTON, COMANCHE COUNTY, 2.05 MILES WEST OF THE COMANCHE-STEPHENS
 EM0045'COUNTY LINE AND 0.4 MILE EAST OF BEAVER CREEK, IN THE SOUTH-EAST
 EM0045'WINGWALL OF A CONCRETE BRIDGE.  A STANDARD DISK, STAMPED H 38 1934.
 EM0045
 EM0045                          STATION RECOVERY (1987)
 EM0045
 EM0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (WEK)
 EM0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0261 ***********************************************************************
 GJ0261  DESIGNATION -  H 38
 GJ0261  PID         -  GJ0261
 GJ0261  STATE/COUNTY-  OK/WOODWARD
 GJ0261  COUNTRY     -  US
 GJ0261  USGS QUAD   -  MOORELAND (2018)
 GJ0261
 GJ0261                         *CURRENT SURVEY CONTROL
 GJ0261  ______________________________________________________________________
 GJ0261* NAD 83(1986) POSITION- 36 26 20.     (N) 099 14 47.     (W)   SCALED
 GJ0261* NAVD 88 ORTHO HEIGHT -   570.211 (meters)     1870.77  (feet) ADJUSTED
 GJ0261  ______________________________________________________________________
 GJ0261  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 GJ0261  DYNAMIC HEIGHT  -        569.662 (meters)     1868.97  (feet) COMP
 GJ0261  MODELED GRAVITY -    979,651.1   (mgal)                       NAVD 88
 GJ0261
 GJ0261  VERT ORDER      -  FIRST     CLASS II
 GJ0261
 GJ0261.The horizontal coordinates were scaled from a map and have
 GJ0261.an estimated accuracy of +/- 6 seconds.
 GJ0261
 GJ0261.The orthometric height was determined by differential leveling and
 GJ0261.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0261.in June 1991.
 GJ0261
 GJ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0261.GEOID18 height accuracy estimate available here.
 GJ0261
 GJ0261.Click photographs - Photos may exist for this station.
 GJ0261
 GJ0261.The dynamic height is computed by dividing the NAVD 88
 GJ0261.geopotential number by the normal gravity value computed on the
 GJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0261.degrees latitude (g = 980.6199 gals.).
 GJ0261
 GJ0261.The modeled gravity was interpolated from observed gravity values.
 GJ0261
 GJ0261;                    North         East    Units  Estimated Accuracy
 GJ0261;SPC OK N     -   160,370.      488,260.      MT  (+/- 180 meters Scaled)
 GJ0261
 GJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF779326(NAD 83)
 GJ0261
 GJ0261                          SUPERSEDED SURVEY CONTROL
 GJ0261
 GJ0261  NGVD 29 (04/22/92)  569.968  (m)         1869.97   (f) ADJUSTED    1 2
 GJ0261
 GJ0261.Superseded values are not recommended for survey control.
 GJ0261
 GJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0261.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0261
 GJ0261_MARKER: DB = BENCH MARK DISK
 GJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0261_STAMPING: H 38 1928
 GJ0261_MARK LOGO: USGS
 GJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0261+STABILITY: SURFACE MOTION
 GJ0261
 GJ0261  HISTORY     - Date     Condition        Report By
 GJ0261  HISTORY     - 1928     MONUMENTED       USGS
 GJ0261  HISTORY     - 1934     GOOD             CGS
 GJ0261
 GJ0261                          STATION DESCRIPTION
 GJ0261
 GJ0261'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0261'AT MOORELAND.
 GJ0261'ABOUT 2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GJ0261'RAILWAY FROM MOORELAND, WOODWARD COUNTY, ABOUT 30 FEET WEST OF A
 GJ0261'ROAD, 53 FEET NORTH OF THE TRACK, ABOUT 4 FEET NORTHWEST OF A
 GJ0261'THREE-WAY FENCE, AND NEAR A POLE MARKED U.S. 1870 P.B.M.  A
 GJ0261'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 38 1928
 GJ0261'AND SET IN THE TOP OF A CONCRETE POST.
 GJ0261
 GJ0261                          STATION RECOVERY (1934)
 GJ0261
 GJ0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0484 ***********************************************************************
 GJ0484  DESIGNATION -  H 38 O
 GJ0484  PID         -  GJ0484
 GJ0484  STATE/COUNTY-  OK/WOODWARD
 GJ0484  COUNTRY     -  US
 GJ0484  USGS QUAD   -  WOODWARD NE (2018)
 GJ0484
 GJ0484                         *CURRENT SURVEY CONTROL
 GJ0484  ______________________________________________________________________
 GJ0484* NAD 83(1986) POSITION- 36 26 12.     (N) 099 15 50.     (W)   SCALED
 GJ0484* NAVD 88 ORTHO HEIGHT -   561.345 (meters)     1841.68  (feet) ADJUSTED
 GJ0484  ______________________________________________________________________
 GJ0484  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 GJ0484  DYNAMIC HEIGHT  -        560.804 (meters)     1839.90  (feet) COMP
 GJ0484  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 GJ0484
 GJ0484  VERT ORDER      -  FIRST     CLASS II
 GJ0484
 GJ0484.The horizontal coordinates were scaled from a map and have
 GJ0484.an estimated accuracy of +/- 6 seconds.
 GJ0484
 GJ0484.The orthometric height was determined by differential leveling and
 GJ0484.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0484.in June 1991.
 GJ0484
 GJ0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0484.GEOID18 height accuracy estimate available here.
 GJ0484
 GJ0484.Click photographs - Photos may exist for this station.
 GJ0484
 GJ0484.The dynamic height is computed by dividing the NAVD 88
 GJ0484.geopotential number by the normal gravity value computed on the
 GJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0484.degrees latitude (g = 980.6199 gals.).
 GJ0484
 GJ0484.The modeled gravity was interpolated from observed gravity values.
 GJ0484
 GJ0484;                    North         East    Units  Estimated Accuracy
 GJ0484;SPC OK N     -   160,140.      486,680.      MT  (+/- 180 meters Scaled)
 GJ0484
 GJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF763324(NAD 83)
 GJ0484
 GJ0484                          SUPERSEDED SURVEY CONTROL
 GJ0484
 GJ0484  NGVD 29 (04/22/92)  561.100  (m)         1840.88   (f) ADJUSTED    1 2
 GJ0484
 GJ0484.Superseded values are not recommended for survey control.
 GJ0484
 GJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0484.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0484
 GJ0484_MARKER: X = CHISELED CROSS
 GJ0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0484_SP_SET: TOP OF SECTION OF RAIL
 GJ0484_MARK LOGO: NONE
 GJ0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0484
 GJ0484  HISTORY     - Date     Condition        Report By
 GJ0484  HISTORY     - 1928     MONUMENTED       USGS
 GJ0484
 GJ0484                          STATION DESCRIPTION
 GJ0484
 GJ0484'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0484'5.6 KM (3.50 MI) WEST FROM MOORELAND.
 GJ0484'MOORELAND, 3.18 MILES WEST OF, 48 FEET NORTH OF TRACK AND 30 FEET EAST
 GJ0484'OF ROAD, 2 FEET EAST BY 1.8 FEET SOUTH OF 3 WAY FENCE POST, ON TOP OF
 GJ0484'SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0485 ***********************************************************************
 GJ0485  DESIGNATION -  H 38 P
 GJ0485  PID         -  GJ0485
 GJ0485  STATE/COUNTY-  OK/WOODWARD
 GJ0485  COUNTRY     -  US
 GJ0485  USGS QUAD   -  WOODWARD NE (2018)
 GJ0485
 GJ0485                         *CURRENT SURVEY CONTROL
 GJ0485  ______________________________________________________________________
 GJ0485* NAD 83(1986) POSITION- 36 26 14.     (N) 099 17 10.     (W)   SCALED
 GJ0485* NAVD 88 ORTHO HEIGHT -   566.464 (meters)     1858.47  (feet) ADJUSTED
 GJ0485  ______________________________________________________________________
 GJ0485  GEOID HEIGHT    -        -28.231 (meters)                     GEOID18
 GJ0485  DYNAMIC HEIGHT  -        565.917 (meters)     1856.68  (feet) COMP
 GJ0485  MODELED GRAVITY -    979,649.5   (mgal)                       NAVD 88
 GJ0485
 GJ0485  VERT ORDER      -  FIRST     CLASS II
 GJ0485
 GJ0485.The horizontal coordinates were scaled from a map and have
 GJ0485.an estimated accuracy of +/- 6 seconds.
 GJ0485
 GJ0485.The orthometric height was determined by differential leveling and
 GJ0485.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0485.in June 1991.
 GJ0485
 GJ0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0485.GEOID18 height accuracy estimate available here.
 GJ0485
 GJ0485.Click photographs - Photos may exist for this station.
 GJ0485
 GJ0485.The dynamic height is computed by dividing the NAVD 88
 GJ0485.geopotential number by the normal gravity value computed on the
 GJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0485.degrees latitude (g = 980.6199 gals.).
 GJ0485
 GJ0485.The modeled gravity was interpolated from observed gravity values.
 GJ0485
 GJ0485;                    North         East    Units  Estimated Accuracy
 GJ0485;SPC OK N     -   160,230.      484,690.      MT  (+/- 180 meters Scaled)
 GJ0485
 GJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF743324(NAD 83)
 GJ0485
 GJ0485                          SUPERSEDED SURVEY CONTROL
 GJ0485
 GJ0485  NGVD 29 (04/22/92)  566.218  (m)         1857.67   (f) ADJUSTED    1 2
 GJ0485
 GJ0485.Superseded values are not recommended for survey control.
 GJ0485
 GJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0485.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0485
 GJ0485_MARKER: B = BOLT
 GJ0485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GJ0485_SP_SET: CONCRETE ABUTMENT OF BRIDGE
 GJ0485_MARK LOGO: NONE
 GJ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0485
 GJ0485  HISTORY     - Date     Condition        Report By
 GJ0485  HISTORY     - 1928     MONUMENTED       USGS
 GJ0485
 GJ0485                          STATION DESCRIPTION
 GJ0485
 GJ0485'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0485'7.6 KM (4.70 MI) WEST FROM MOORELAND.
 GJ0485'MOORELAND, 4.42 MILES WEST OF, IN TOP OF NORTH END OF WEST CONCRETE
 GJ0485'ABUTMENT OF RAILROAD BRIDGE OVER CANADIAN RIVER, TOP OF BOLT HEAD,
 GJ0485'PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0421 ***********************************************************************
 EL0421  DESIGNATION -  H 39
 EL0421  PID         -  EL0421
 EL0421  STATE/COUNTY-  OK/CARTER
 EL0421  COUNTRY     -  US
 EL0421  USGS QUAD   -  ARDMORE WEST (2018)
 EL0421
 EL0421                         *CURRENT SURVEY CONTROL
 EL0421  ______________________________________________________________________
 EL0421* NAD 83(1986) POSITION- 34 09 30.     (N) 097 08 00.     (W)   SCALED
 EL0421* NAVD 88 ORTHO HEIGHT -   263.374 (meters)      864.09  (feet) ADJUSTED
 EL0421  ______________________________________________________________________
 EL0421  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 EL0421  DYNAMIC HEIGHT  -        263.097 (meters)      863.18  (feet) COMP
 EL0421  MODELED GRAVITY -    979,576.6   (mgal)                       NAVD 88
 EL0421
 EL0421  VERT ORDER      -  SECOND    CLASS 0
 EL0421
 EL0421.The horizontal coordinates were scaled from a map and have
 EL0421.an estimated accuracy of +/- 6 seconds.
 EL0421
 EL0421.The orthometric height was determined by differential leveling and
 EL0421.adjusted by the NATIONAL GEODETIC SURVEY
 EL0421.in June 1991.
 EL0421
 EL0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0421.GEOID18 height accuracy estimate available here.
 EL0421
 EL0421.Click photographs - Photos may exist for this station.
 EL0421
 EL0421.The dynamic height is computed by dividing the NAVD 88
 EL0421.geopotential number by the normal gravity value computed on the
 EL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0421.degrees latitude (g = 980.6199 gals.).
 EL0421
 EL0421.The modeled gravity was interpolated from observed gravity values.
 EL0421
 EL0421;                    North         East    Units  Estimated Accuracy
 EL0421;SPC OK S     -    91,860.      679,910.      MT  (+/- 180 meters Scaled)
 EL0421
 EL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC720812(NAD 83)
 EL0421
 EL0421                          SUPERSEDED SURVEY CONTROL
 EL0421
 EL0421  NGVD 29 (??/??/92)  263.305  (m)          863.86   (f) ADJ UNCH    2 0
 EL0421
 EL0421.Superseded values are not recommended for survey control.
 EL0421
 EL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0421.See file dsdata.pdf to determine how the superseded data were derived.
 EL0421
 EL0421_MARKER: DB = BENCH MARK DISK
 EL0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0421_STAMPING: H 39 1934
 EL0421_MARK LOGO: CGS
 EL0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0421+STABILITY: SURFACE MOTION
 EL0421
 EL0421  HISTORY     - Date     Condition        Report By
 EL0421  HISTORY     - 1934     MONUMENTED       CGS
 EL0421  HISTORY     - 1954     MARK NOT FOUND   CGS
 EL0421
 EL0421                          STATION DESCRIPTION
 EL0421
 EL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0421'AT ARDMORE.
 EL0421'AT ARDMORE.  IN THE SOUTH EDGE OF TOWN AT THE GULF COLORADO AND
 EL0421'SANTA FE RR CROSSING 1 1/2 MILES OUT OF THE BUSINESS DISTRICT.
 EL0421'75 FEET WEST OF THE TRACK AND 40 FEET SOUTH OF THE CENTERLINE OF
 EL0421'THE ROAD.  10 FEET LOWER THAN THE TRACK.
 EL0421
 EL0421                          STATION RECOVERY (1954)
 EL0421
 EL0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EL0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0262 ***********************************************************************
 GJ0262  DESIGNATION -  H 39
 GJ0262  PID         -  GJ0262
 GJ0262  STATE/COUNTY-  OK/WOODWARD
 GJ0262  COUNTRY     -  US
 GJ0262  USGS QUAD   -  WOODWARD NE (2018)
 GJ0262
 GJ0262                         *CURRENT SURVEY CONTROL
 GJ0262  ______________________________________________________________________
 GJ0262* NAD 83(1986) POSITION- 36 26 11.     (N) 099 17 58.     (W)   SCALED
 GJ0262* NAVD 88 ORTHO HEIGHT -   571.457 (meters)     1874.86  (feet) ADJUSTED
 GJ0262  ______________________________________________________________________
 GJ0262  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 GJ0262  DYNAMIC HEIGHT  -        570.906 (meters)     1873.05  (feet) COMP
 GJ0262  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 GJ0262
 GJ0262  VERT ORDER      -  FIRST     CLASS II
 GJ0262
 GJ0262.The horizontal coordinates were scaled from a map and have
 GJ0262.an estimated accuracy of +/- 6 seconds.
 GJ0262
 GJ0262.The orthometric height was determined by differential leveling and
 GJ0262.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0262.in June 1991.
 GJ0262
 GJ0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0262.GEOID18 height accuracy estimate available here.
 GJ0262
 GJ0262.Click photographs - Photos may exist for this station.
 GJ0262
 GJ0262.The dynamic height is computed by dividing the NAVD 88
 GJ0262.geopotential number by the normal gravity value computed on the
 GJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0262.degrees latitude (g = 980.6199 gals.).
 GJ0262
 GJ0262.The modeled gravity was interpolated from observed gravity values.
 GJ0262
 GJ0262;                    North         East    Units  Estimated Accuracy
 GJ0262;SPC OK N     -   160,150.      483,500.      MT  (+/- 180 meters Scaled)
 GJ0262
 GJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF731323(NAD 83)
 GJ0262
 GJ0262                          SUPERSEDED SURVEY CONTROL
 GJ0262
 GJ0262  NGVD 29 (04/22/92)  571.210  (m)         1874.04   (f) ADJUSTED    1 2
 GJ0262
 GJ0262.Superseded values are not recommended for survey control.
 GJ0262
 GJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0262.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0262
 GJ0262_MARKER: DB = BENCH MARK DISK
 GJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0262_STAMPING: H 39 1928
 GJ0262_MARK LOGO: USGS
 GJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0262+STABILITY: SURFACE MOTION
 GJ0262
 GJ0262  HISTORY     - Date     Condition        Report By
 GJ0262  HISTORY     - 1928     MONUMENTED       USGS
 GJ0262  HISTORY     - 1934     GOOD             CGS
 GJ0262
 GJ0262                          STATION DESCRIPTION
 GJ0262
 GJ0262'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0262'AT WOODWARD.
 GJ0262'ABOUT 5-1/4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA
 GJ0262'FE RAILWAY FROM WOODWARD, WOODWARD COUNTY, ABOUT 1/4 MILE WEST
 GJ0262'OF THE SIDING AT ALSTON, 37 FEET EAST OF A ROAD, 48 FEET SOUTH OF
 GJ0262'THE TRACK, AND NEAR A FENCE POST MARKED U.S. 1874 P.B.M.  A
 GJ0262'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 39
 GJ0262'1928 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0262
 GJ0262                          STATION RECOVERY (1934)
 GJ0262
 GJ0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0486 ***********************************************************************
 GJ0486  DESIGNATION -  H 39 Q
 GJ0486  PID         -  GJ0486
 GJ0486  STATE/COUNTY-  OK/WOODWARD
 GJ0486  COUNTRY     -  US
 GJ0486  USGS QUAD   -  WOODWARD NE (2018)
 GJ0486
 GJ0486                         *CURRENT SURVEY CONTROL
 GJ0486  ______________________________________________________________________
 GJ0486* NAD 83(1986) POSITION- 36 26 02.     (N) 099 19 00.     (W)   SCALED
 GJ0486* NAVD 88 ORTHO HEIGHT -   580.580 (meters)     1904.79  (feet) ADJUSTED
 GJ0486  ______________________________________________________________________
 GJ0486  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 GJ0486  DYNAMIC HEIGHT  -        580.020 (meters)     1902.95  (feet) COMP
 GJ0486  MODELED GRAVITY -    979,649.0   (mgal)                       NAVD 88
 GJ0486
 GJ0486  VERT ORDER      -  FIRST     CLASS II
 GJ0486
 GJ0486.The horizontal coordinates were scaled from a map and have
 GJ0486.an estimated accuracy of +/- 6 seconds.
 GJ0486
 GJ0486.The orthometric height was determined by differential leveling and
 GJ0486.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0486.in June 1991.
 GJ0486
 GJ0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0486.GEOID18 height accuracy estimate available here.
 GJ0486
 GJ0486.Click photographs - Photos may exist for this station.
 GJ0486
 GJ0486.The dynamic height is computed by dividing the NAVD 88
 GJ0486.geopotential number by the normal gravity value computed on the
 GJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0486.degrees latitude (g = 980.6199 gals.).
 GJ0486
 GJ0486.The modeled gravity was interpolated from observed gravity values.
 GJ0486
 GJ0486;                    North         East    Units  Estimated Accuracy
 GJ0486;SPC OK N     -   159,900.      481,950.      MT  (+/- 180 meters Scaled)
 GJ0486
 GJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF716321(NAD 83)
 GJ0486
 GJ0486                          SUPERSEDED SURVEY CONTROL
 GJ0486
 GJ0486  NGVD 29 (04/22/92)  580.332  (m)         1903.97   (f) ADJUSTED    1 2
 GJ0486
 GJ0486.Superseded values are not recommended for survey control.
 GJ0486
 GJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0486.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0486
 GJ0486_MARKER: X = CHISELED CROSS
 GJ0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0486_SP_SET: TOP OF SECTION OF RAIL
 GJ0486_MARK LOGO: NONE
 GJ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0486
 GJ0486  HISTORY     - Date     Condition        Report By
 GJ0486  HISTORY     - 1928     MONUMENTED       USGS
 GJ0486
 GJ0486                          STATION DESCRIPTION
 GJ0486
 GJ0486'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0486'6.8 KM (4.20 MI) EAST FROM WOODWARD.
 GJ0486'WOODWARD, 4.25 MILES EAST OF, 18 FEET NORTH OF TRACK AND 36 FEET EAST
 GJ0486'OF ROAD, 14 FEET EAST OF FENCE LINE CROSSING TRACK AT CATTLE GUARD,
 GJ0486'ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0487 ***********************************************************************
 GJ0487  DESIGNATION -  H 39 R
 GJ0487  PID         -  GJ0487
 GJ0487  STATE/COUNTY-  OK/WOODWARD
 GJ0487  COUNTRY     -  US
 GJ0487  USGS QUAD   -  WOODWARD NE (2018)
 GJ0487
 GJ0487                         *CURRENT SURVEY CONTROL
 GJ0487  ______________________________________________________________________
 GJ0487* NAD 83(1986) POSITION- 36 25 54.     (N) 099 20 07.     (W)   SCALED
 GJ0487* NAVD 88 ORTHO HEIGHT -   573.748 (meters)     1882.37  (feet) ADJUSTED
 GJ0487  ______________________________________________________________________
 GJ0487  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 GJ0487  DYNAMIC HEIGHT  -        573.194 (meters)     1880.55  (feet) COMP
 GJ0487  MODELED GRAVITY -    979,648.4   (mgal)                       NAVD 88
 GJ0487
 GJ0487  VERT ORDER      -  FIRST     CLASS II
 GJ0487
 GJ0487.The horizontal coordinates were scaled from a map and have
 GJ0487.an estimated accuracy of +/- 6 seconds.
 GJ0487
 GJ0487.The orthometric height was determined by differential leveling and
 GJ0487.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0487.in June 1991.
 GJ0487
 GJ0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0487.GEOID18 height accuracy estimate available here.
 GJ0487
 GJ0487.Click photographs - Photos may exist for this station.
 GJ0487
 GJ0487.The dynamic height is computed by dividing the NAVD 88
 GJ0487.geopotential number by the normal gravity value computed on the
 GJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0487.degrees latitude (g = 980.6199 gals.).
 GJ0487
 GJ0487.The modeled gravity was interpolated from observed gravity values.
 GJ0487
 GJ0487;                    North         East    Units  Estimated Accuracy
 GJ0487;SPC OK N     -   159,670.      480,280.      MT  (+/- 180 meters Scaled)
 GJ0487
 GJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF699318(NAD 83)
 GJ0487
 GJ0487                          SUPERSEDED SURVEY CONTROL
 GJ0487
 GJ0487  NGVD 29 (04/22/92)  573.498  (m)         1881.55   (f) ADJUSTED    1 2
 GJ0487
 GJ0487.Superseded values are not recommended for survey control.
 GJ0487
 GJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0487.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0487
 GJ0487_MARKER: X = CHISELED CROSS
 GJ0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0487_SP_SET: TOP OF SECTION OF RAIL
 GJ0487_MARK LOGO: NONE
 GJ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0487
 GJ0487  HISTORY     - Date     Condition        Report By
 GJ0487  HISTORY     - 1928     MONUMENTED       USGS
 GJ0487
 GJ0487                          STATION DESCRIPTION
 GJ0487
 GJ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0487'5.1 KM (3.20 MI) EAST FROM WOODWARD.
 GJ0487'WOODWARD, 3.16 MILES EAST OF, 98 FEET SOUTH OF TRACK AND 32 FEET EAST
 GJ0487'OF ROAD, 2 FEET NORTH BY 2.5 FEET EAST OF 3 WAY FENCE POST, ON TOP OF
 GJ0487'SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0439 ***********************************************************************
 FK0439  DESIGNATION -  H 4
 FK0439  PID         -  FK0439
 FK0439  STATE/COUNTY-  OK/BECKHAM
 FK0439  COUNTRY     -  US
 FK0439  USGS QUAD   -  TEXOLA (2018)
 FK0439
 FK0439                         *CURRENT SURVEY CONTROL
 FK0439  ______________________________________________________________________
 FK0439* NAD 83(1986) POSITION- 35 13 18.     (N) 099 59 32.     (W)   SCALED
 FK0439* NAVD 88 ORTHO HEIGHT -   655.990 (meters)     2152.19  (feet) ADJUSTED
 FK0439  ______________________________________________________________________
 FK0439  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 FK0439  DYNAMIC HEIGHT  -        655.323 (meters)     2150.01  (feet) COMP
 FK0439  MODELED GRAVITY -    979,595.3   (mgal)                       NAVD 88
 FK0439
 FK0439  VERT ORDER      -  FIRST     CLASS II
 FK0439
 FK0439.The horizontal coordinates were scaled from a map and have
 FK0439.an estimated accuracy of +/- 6 seconds.
 FK0439
 FK0439.The orthometric height was determined by differential leveling and
 FK0439.adjusted by the NATIONAL GEODETIC SURVEY
 FK0439.in June 1991.
 FK0439
 FK0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0439.GEOID18 height accuracy estimate available here.
 FK0439
 FK0439.Click photographs - Photos may exist for this station.
 FK0439
 FK0439.The dynamic height is computed by dividing the NAVD 88
 FK0439.geopotential number by the normal gravity value computed on the
 FK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0439.degrees latitude (g = 980.6199 gals.).
 FK0439
 FK0439.The modeled gravity was interpolated from observed gravity values.
 FK0439
 FK0439;                    North         East    Units  Estimated Accuracy
 FK0439;SPC OK S     -   211,260.      418,640.      MT  (+/- 180 meters Scaled)
 FK0439
 FK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD097980(NAD 83)
 FK0439
 FK0439                          SUPERSEDED SURVEY CONTROL
 FK0439
 FK0439  NGVD 29 (??/??/92)  655.750  (m)         2151.41   (f) ADJ UNCH    1 2
 FK0439
 FK0439.Superseded values are not recommended for survey control.
 FK0439
 FK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0439.See file dsdata.pdf to determine how the superseded data were derived.
 FK0439
 FK0439_MARKER: DB = BENCH MARK DISK
 FK0439_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0439_SP_SET: FOUNDATION
 FK0439_STAMPING: 2151.406
 FK0439_MARK LOGO: CGS
 FK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0439+STABILITY: SURFACE MOTION
 FK0439
 FK0439  HISTORY     - Date     Condition        Report By
 FK0439  HISTORY     - 1909     MONUMENTED       CGS
 FK0439  HISTORY     - 1953     GOOD             CGS
 FK0439  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0439
 FK0439                          STATION DESCRIPTION
 FK0439
 FK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0439'AT TEXOLA, 3.9 FEET NORTH OF THE SOUTHEAST CORNER OF THE CHICAGO,
 FK0439'ROCK ISLAND AND PACIFIC RAILROAD STATION, 22.7 FEET NORTH OF
 FK0439'THE NORTH RAIL OF THE MAIN TRACK, 72.5 FEET NORTHEAST OF BENCH
 FK0439'MARK E 177, SET VERTICALLY IN THE EAST CONCRETE FOUNDATION OF
 FK0439'THE RAILROAD STATION, 0.3 FOOT ABOVE THE GROUND.
 FK0439
 FK0439                          STATION RECOVERY (1987)
 FK0439
 FK0439'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0413 ***********************************************************************
 GH0413  DESIGNATION -  H 4
 GH0413  PID         -  GH0413
 GH0413  STATE/COUNTY-  OK/GARFIELD
 GH0413  COUNTRY     -  US
 GH0413  USGS QUAD   -  ENID WEST (2018)
 GH0413
 GH0413                         *CURRENT SURVEY CONTROL
 GH0413  ______________________________________________________________________
 GH0413* NAD 83(1986) POSITION- 36 24 17.     (N) 097 53 02.     (W)   SCALED
 GH0413* NAVD 88 ORTHO HEIGHT -   380.640 (meters)     1248.82  (feet) ADJUSTED
 GH0413  ______________________________________________________________________
 GH0413  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 GH0413  DYNAMIC HEIGHT  -        380.305 (meters)     1247.72  (feet) COMP
 GH0413  MODELED GRAVITY -    979,741.8   (mgal)                       NAVD 88
 GH0413
 GH0413  VERT ORDER      -  FIRST     CLASS II
 GH0413
 GH0413.The horizontal coordinates were scaled from a map and have
 GH0413.an estimated accuracy of +/- 6 seconds.
 GH0413
 GH0413.The orthometric height was determined by differential leveling and
 GH0413.adjusted by the NATIONAL GEODETIC SURVEY
 GH0413.in June 1991.
 GH0413
 GH0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0413.GEOID18 height accuracy estimate available here.
 GH0413
 GH0413.Click photographs - Photos may exist for this station.
 GH0413
 GH0413.The dynamic height is computed by dividing the NAVD 88
 GH0413.geopotential number by the normal gravity value computed on the
 GH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0413.degrees latitude (g = 980.6199 gals.).
 GH0413
 GH0413.The modeled gravity was interpolated from observed gravity values.
 GH0413
 GH0413;                    North         East    Units  Estimated Accuracy
 GH0413;SPC OK N     -   155,870.      610,420.      MT  (+/- 180 meters Scaled)
 GH0413
 GH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF000294(NAD 83)
 GH0413
 GH0413                          SUPERSEDED SURVEY CONTROL
 GH0413
 GH0413  NGVD 29 (04/22/92)  380.510  (m)         1248.39   (f) ADJUSTED    1 2
 GH0413
 GH0413.Superseded values are not recommended for survey control.
 GH0413
 GH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0413.See file dsdata.pdf to determine how the superseded data were derived.
 GH0413
 GH0413_MARKER: DB = BENCH MARK DISK
 GH0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0413_STAMPING: H 4 1928
 GH0413_MARK LOGO: USGS
 GH0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0413+STABILITY: SURFACE MOTION
 GH0413
 GH0413  HISTORY     - Date     Condition        Report By
 GH0413  HISTORY     - 1928     MONUMENTED       USGS
 GH0413  HISTORY     - 1953     GOOD             CGS
 GH0413  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0413
 GH0413                          STATION DESCRIPTION
 GH0413
 GH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0413'AT ENID.
 GH0413'AT ENID, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ST.
 GH0413'LOUIS AND SAN FRANCISCO RAILROAD STATION, 79 FEET SOUTH OF THE
 GH0413'SOUTHWEST CORNER OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 GH0413'DIVISION OFFICE BUILDING, 43 FEET EAST OF THE CENTER LINE OF
 GH0413'INDEPENDENCE STREET, 4.2 FEET EAST OF THE EAST EDGE OF A NORTH
 GH0413'AND SOUTH BRICK SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 GH0413'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GH0413
 GH0413                          STATION RECOVERY (1985)
 GH0413
 GH0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0413'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0633 ***********************************************************************
 GH0633  DESIGNATION -  H 4 A
 GH0633  PID         -  GH0633
 GH0633  STATE/COUNTY-  OK/GARFIELD
 GH0633  COUNTRY     -  US
 GH0633  USGS QUAD   -  ENID WEST (2018)
 GH0633
 GH0633                         *CURRENT SURVEY CONTROL
 GH0633  ______________________________________________________________________
 GH0633* NAD 83(1986) POSITION- 36 24 19.     (N) 097 53 45.     (W)   SCALED
 GH0633* NAVD 88 ORTHO HEIGHT -   386.191 (meters)     1267.03  (feet) ADJUSTED
 GH0633  ______________________________________________________________________
 GH0633  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 GH0633  DYNAMIC HEIGHT  -        385.851 (meters)     1265.91  (feet) COMP
 GH0633  MODELED GRAVITY -    979,741.4   (mgal)                       NAVD 88
 GH0633
 GH0633  VERT ORDER      -  FIRST     CLASS II
 GH0633
 GH0633.The horizontal coordinates were scaled from a map and have
 GH0633.an estimated accuracy of +/- 6 seconds.
 GH0633
 GH0633.The orthometric height was determined by differential leveling and
 GH0633.adjusted by the NATIONAL GEODETIC SURVEY
 GH0633.in June 1991.
 GH0633
 GH0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0633.GEOID18 height accuracy estimate available here.
 GH0633
 GH0633.Click photographs - Photos may exist for this station.
 GH0633
 GH0633.The dynamic height is computed by dividing the NAVD 88
 GH0633.geopotential number by the normal gravity value computed on the
 GH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0633.degrees latitude (g = 980.6199 gals.).
 GH0633
 GH0633.The modeled gravity was interpolated from observed gravity values.
 GH0633
 GH0633;                    North         East    Units  Estimated Accuracy
 GH0633;SPC OK N     -   155,930.      609,340.      MT  (+/- 180 meters Scaled)
 GH0633
 GH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF990294(NAD 83)
 GH0633
 GH0633                          SUPERSEDED SURVEY CONTROL
 GH0633
 GH0633  NGVD 29 (04/22/92)  386.060  (m)         1266.60   (f) ADJUSTED    1 2
 GH0633
 GH0633.Superseded values are not recommended for survey control.
 GH0633
 GH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0633.See file dsdata.pdf to determine how the superseded data were derived.
 GH0633
 GH0633_MARKER: N = NAIL
 GH0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0633_SP_SET: IN ROOT OF TREE
 GH0633_MARK LOGO: USGS
 GH0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0633
 GH0633  HISTORY     - Date     Condition        Report By
 GH0633  HISTORY     - 1928     MONUMENTED       USGS
 GH0633
 GH0633                          STATION DESCRIPTION
 GH0633
 GH0633'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0633'1.4 KM (0.90 MI) WEST FROM ENID.
 GH0633'ENID, 0.9 MILES WEST OF, NEAR 1/4 CORNER, SOUTH SIDE SECTION 1, T. 22
 GH0633'N. R. 7 W., 55 FEET NORTH OF CENTER OF CROSSING, 1.0 FOOT NORTH OF
 GH0633'FENCE LINE, IN ROOT ON SOUTH SIDE OF 10-INCH COTTONWOOD TREE, COPPER
 GH0633'NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0634 ***********************************************************************
 GH0634  DESIGNATION -  H 4 B
 GH0634  PID         -  GH0634
 GH0634  STATE/COUNTY-  OK/GARFIELD
 GH0634  COUNTRY     -  US
 GH0634  USGS QUAD   -  ENID WEST (2018)
 GH0634
 GH0634                         *CURRENT SURVEY CONTROL
 GH0634  ______________________________________________________________________
 GH0634* NAD 83(1986) POSITION- 36 24 44.     (N) 097 54 30.     (W)   SCALED
 GH0634* NAVD 88 ORTHO HEIGHT -   389.152 (meters)     1276.74  (feet) ADJUSTED
 GH0634  ______________________________________________________________________
 GH0634  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 GH0634  DYNAMIC HEIGHT  -        388.810 (meters)     1275.62  (feet) COMP
 GH0634  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GH0634
 GH0634  VERT ORDER      -  FIRST     CLASS II
 GH0634
 GH0634.The horizontal coordinates were scaled from a map and have
 GH0634.an estimated accuracy of +/- 6 seconds.
 GH0634
 GH0634.The orthometric height was determined by differential leveling and
 GH0634.adjusted by the NATIONAL GEODETIC SURVEY
 GH0634.in June 1991.
 GH0634
 GH0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0634.GEOID18 height accuracy estimate available here.
 GH0634
 GH0634.Click photographs - Photos may exist for this station.
 GH0634
 GH0634.The dynamic height is computed by dividing the NAVD 88
 GH0634.geopotential number by the normal gravity value computed on the
 GH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0634.degrees latitude (g = 980.6199 gals.).
 GH0634
 GH0634.The modeled gravity was interpolated from observed gravity values.
 GH0634
 GH0634;                    North         East    Units  Estimated Accuracy
 GH0634;SPC OK N     -   156,700.      608,220.      MT  (+/- 180 meters Scaled)
 GH0634
 GH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF978302(NAD 83)
 GH0634
 GH0634                          SUPERSEDED SURVEY CONTROL
 GH0634
 GH0634  NGVD 29 (04/22/92)  389.020  (m)         1276.31   (f) ADJUSTED    1 2
 GH0634
 GH0634.Superseded values are not recommended for survey control.
 GH0634
 GH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0634.See file dsdata.pdf to determine how the superseded data were derived.
 GH0634
 GH0634_MARKER: X = CHISELED CROSS
 GH0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0634_SP_SET: TOP OF SECTION OF RAIL
 GH0634_MARK LOGO: NONE
 GH0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0634
 GH0634  HISTORY     - Date     Condition        Report By
 GH0634  HISTORY     - 1928     MONUMENTED       USGS
 GH0634
 GH0634                          STATION DESCRIPTION
 GH0634
 GH0634'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0634'2.7 KM (1.70 MI) NW FROM ENID.
 GH0634'ENID, 1.72 MILES NORTHWEST OF, ALONG THE FRISCO RAILWAY, NEAR 1/4
 GH0634'CORNER, WEST SIDE SECTION 1, T. 22 N., R. 7 W., 40.5 FEET SOUTH OF
 GH0634'FRISCO TRACK AND 109 FEET EAST OF ROAD CROSSING, 9 FEET WEST AND IN
 GH0634'LINE OF TELEPHONE POLES, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0635 ***********************************************************************
 GH0635  DESIGNATION -  H 4 C
 GH0635  PID         -  GH0635
 GH0635  STATE/COUNTY-  OK/GARFIELD
 GH0635  COUNTRY     -  US
 GH0635  USGS QUAD   -  ENID WEST (2018)
 GH0635
 GH0635                         *CURRENT SURVEY CONTROL
 GH0635  ______________________________________________________________________
 GH0635* NAD 83(1986) POSITION- 36 25 09.     (N) 097 55 02.     (W)   SCALED
 GH0635* NAVD 88 ORTHO HEIGHT -   399.827 (meters)     1311.77  (feet) ADJUSTED
 GH0635  ______________________________________________________________________
 GH0635  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 GH0635  DYNAMIC HEIGHT  -        399.476 (meters)     1310.61  (feet) COMP
 GH0635  MODELED GRAVITY -    979,741.6   (mgal)                       NAVD 88
 GH0635
 GH0635  VERT ORDER      -  FIRST     CLASS II
 GH0635
 GH0635.The horizontal coordinates were scaled from a map and have
 GH0635.an estimated accuracy of +/- 6 seconds.
 GH0635
 GH0635.The orthometric height was determined by differential leveling and
 GH0635.adjusted by the NATIONAL GEODETIC SURVEY
 GH0635.in June 1991.
 GH0635
 GH0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0635.GEOID18 height accuracy estimate available here.
 GH0635
 GH0635.Click photographs - Photos may exist for this station.
 GH0635
 GH0635.The dynamic height is computed by dividing the NAVD 88
 GH0635.geopotential number by the normal gravity value computed on the
 GH0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0635.degrees latitude (g = 980.6199 gals.).
 GH0635
 GH0635.The modeled gravity was interpolated from observed gravity values.
 GH0635
 GH0635;                    North         East    Units  Estimated Accuracy
 GH0635;SPC OK N     -   157,470.      607,420.      MT  (+/- 180 meters Scaled)
 GH0635
 GH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF970309(NAD 83)
 GH0635
 GH0635                          SUPERSEDED SURVEY CONTROL
 GH0635
 GH0635  NGVD 29 (04/22/92)  399.695  (m)         1311.33   (f) ADJUSTED    1 2
 GH0635
 GH0635.Superseded values are not recommended for survey control.
 GH0635
 GH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0635.See file dsdata.pdf to determine how the superseded data were derived.
 GH0635
 GH0635_MARKER: X = CHISELED CROSS
 GH0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0635_SP_SET: TOP OF SECTION OF RAIL
 GH0635_MARK LOGO: NONE
 GH0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0635
 GH0635  HISTORY     - Date     Condition        Report By
 GH0635  HISTORY     - 1928     MONUMENTED       USGS
 GH0635
 GH0635                          STATION DESCRIPTION
 GH0635
 GH0635'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0635'3.9 KM (2.40 MI) NW FROM ENID.
 GH0635'ENID, 2.44 MILES NORTHWEST OF, ALONG THE FRISCO RAILWAY, NEAR 1/4
 GH0635'CORNER, NORTH SIDE SECTION 2, T. 22 N., R. 7 W., 40.5 FEET SOUTH OF
 GH0635'TRACK, EAST OF ROAD CROSSING, 8.3 FEET EAST BY 9.5 FEET NORTH OF
 GH0635'THREE WAY FENCE LINE, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0391 ***********************************************************************
 EL0391  DESIGNATION -  H 40
 EL0391  PID         -  EL0391
 EL0391  STATE/COUNTY-  OK/CARTER
 EL0391  COUNTRY     -  US
 EL0391  USGS QUAD   -  LONE GROVE (2018)
 EL0391
 EL0391                         *CURRENT SURVEY CONTROL
 EL0391  ______________________________________________________________________
 EL0391* NAD 83(1986) POSITION- 34 09 17.     (N) 097 20 47.     (W)   SCALED
 EL0391* NAVD 88 ORTHO HEIGHT -   257.845 (meters)      845.95  (feet) ADJUSTED
 EL0391  ______________________________________________________________________
 EL0391  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 EL0391  DYNAMIC HEIGHT  -        257.573 (meters)      845.05  (feet) COMP
 EL0391  MODELED GRAVITY -    979,574.9   (mgal)                       NAVD 88
 EL0391
 EL0391  VERT ORDER      -  FIRST     CLASS II
 EL0391
 EL0391.The horizontal coordinates were scaled from a map and have
 EL0391.an estimated accuracy of +/- 6 seconds.
 EL0391
 EL0391.The orthometric height was determined by differential leveling and
 EL0391.adjusted by the NATIONAL GEODETIC SURVEY
 EL0391.in June 1991.
 EL0391
 EL0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0391.GEOID18 height accuracy estimate available here.
 EL0391
 EL0391.Click photographs - Photos may exist for this station.
 EL0391
 EL0391.The dynamic height is computed by dividing the NAVD 88
 EL0391.geopotential number by the normal gravity value computed on the
 EL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0391.degrees latitude (g = 980.6199 gals.).
 EL0391
 EL0391.The modeled gravity was interpolated from observed gravity values.
 EL0391
 EL0391;                    North         East    Units  Estimated Accuracy
 EL0391;SPC OK S     -    91,310.      660,270.      MT  (+/- 180 meters Scaled)
 EL0391
 EL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC524805(NAD 83)
 EL0391
 EL0391                          SUPERSEDED SURVEY CONTROL
 EL0391
 EL0391  NGVD 29 (??/??/92)  257.765  (m)          845.68   (f) ADJ UNCH    1 2
 EL0391
 EL0391.Superseded values are not recommended for survey control.
 EL0391
 EL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0391.See file dsdata.pdf to determine how the superseded data were derived.
 EL0391
 EL0391_MARKER: DB = BENCH MARK DISK
 EL0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0391_SP_SET: BRIDGE
 EL0391_STAMPING: H 40 1934
 EL0391_MARK LOGO: CGS
 EL0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0391
 EL0391  HISTORY     - Date     Condition        Report By
 EL0391  HISTORY     - 1934     MONUMENTED       CGS
 EL0391  HISTORY     - 20180801 MARK NOT FOUND   OKDOT
 EL0391
 EL0391                          STATION DESCRIPTION
 EL0391
 EL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0391'5.1 MI W FROM LONE GROVE.
 EL0391'5.1 MILES WEST OF LONE GROVE AT AND SF DEPOT.  200 FEET WEST OF
 EL0391'ATCHISON TOPEKA AND SANTA FE RAILROAD BRIDGE 14 C, PRIVATE
 EL0391'CROSSING.  40 FEET NORTH OF THE TRACK.
 EL0391
 EL0391                          STATION RECOVERY (2018)
 EL0391
 EL0391'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EL0391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0263 ***********************************************************************
 GJ0263  DESIGNATION -  H 40
 GJ0263  PID         -  GJ0263
 GJ0263  STATE/COUNTY-  OK/WOODWARD
 GJ0263  COUNTRY     -  US
 GJ0263  USGS QUAD   -  WOODWARD NE (2018)
 GJ0263
 GJ0263                         *CURRENT SURVEY CONTROL
 GJ0263  ______________________________________________________________________
 GJ0263* NAD 83(1986) POSITION- 36 26 01.     (N) 099 21 18.     (W)   SCALED
 GJ0263* NAVD 88 ORTHO HEIGHT -   572.012 (meters)     1876.68  (feet) ADJUSTED
 GJ0263  ______________________________________________________________________
 GJ0263  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 GJ0263  DYNAMIC HEIGHT  -        571.459 (meters)     1874.86  (feet) COMP
 GJ0263  MODELED GRAVITY -    979,647.5   (mgal)                       NAVD 88
 GJ0263
 GJ0263  VERT ORDER      -  FIRST     CLASS II
 GJ0263
 GJ0263.The horizontal coordinates were scaled from a map and have
 GJ0263.an estimated accuracy of +/- 6 seconds.
 GJ0263
 GJ0263.The orthometric height was determined by differential leveling and
 GJ0263.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0263.in June 1991.
 GJ0263
 GJ0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0263.GEOID18 height accuracy estimate available here.
 GJ0263
 GJ0263.Click photographs - Photos may exist for this station.
 GJ0263
 GJ0263.The dynamic height is computed by dividing the NAVD 88
 GJ0263.geopotential number by the normal gravity value computed on the
 GJ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0263.degrees latitude (g = 980.6199 gals.).
 GJ0263
 GJ0263.The modeled gravity was interpolated from observed gravity values.
 GJ0263
 GJ0263;                    North         East    Units  Estimated Accuracy
 GJ0263;SPC OK N     -   159,910.      478,510.      MT  (+/- 180 meters Scaled)
 GJ0263
 GJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF681321(NAD 83)
 GJ0263
 GJ0263                          SUPERSEDED SURVEY CONTROL
 GJ0263
 GJ0263  NGVD 29 (??/??/92)  571.761  (m)         1875.85   (f) SUPERSEDED  1 2
 GJ0263  NGVD 29 (04/22/92)  571.761  (m)         1875.85   (f) ADJUSTED    1 2
 GJ0263
 GJ0263.Superseded values are not recommended for survey control.
 GJ0263
 GJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0263.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0263
 GJ0263_MARKER: DD = SURVEY DISK
 GJ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0263_STAMPING: H 40 1928
 GJ0263_MARK LOGO: USGS
 GJ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0263+STABILITY: SURFACE MOTION
 GJ0263
 GJ0263  HISTORY     - Date     Condition        Report By
 GJ0263  HISTORY     - 1928     MONUMENTED       USGS
 GJ0263  HISTORY     - 1934     GOOD             CGS
 GJ0263
 GJ0263                          STATION DESCRIPTION
 GJ0263
 GJ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0263'2.2 MI E FROM WOODWARD.
 GJ0263'297 FEET EAST OF BLOCK SIGNAL 3802.  48 FEET SOUTH OF THE
 GJ0263'CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILWAY.  42
 GJ0263'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 15.  2 FEET
 GJ0263'NORTHEAST OF THE SOUTHWEST FENCE CORNER.  BENCH MARK SET FLUSH
 GJ0263'WITH THE GROUND AND POSSIBLEY COVERED UP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0488 ***********************************************************************
 GJ0488  DESIGNATION -  H 40 S
 GJ0488  PID         -  GJ0488
 GJ0488  STATE/COUNTY-  OK/WOODWARD
 GJ0488  COUNTRY     -  US
 GJ0488  USGS QUAD   -  WOODWARD NE (2018)
 GJ0488
 GJ0488                         *CURRENT SURVEY CONTROL
 GJ0488  ______________________________________________________________________
 GJ0488* NAD 83(1986) POSITION- 36 26 08.     (N) 099 22 21.     (W)   SCALED
 GJ0488* NAVD 88 ORTHO HEIGHT -   574.772 (meters)     1885.73  (feet) ADJUSTED
 GJ0488  ______________________________________________________________________
 GJ0488  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 GJ0488  DYNAMIC HEIGHT  -        574.215 (meters)     1883.90  (feet) COMP
 GJ0488  MODELED GRAVITY -    979,646.4   (mgal)                       NAVD 88
 GJ0488
 GJ0488  VERT ORDER      -  FIRST     CLASS II
 GJ0488
 GJ0488.The horizontal coordinates were scaled from a map and have
 GJ0488.an estimated accuracy of +/- 6 seconds.
 GJ0488
 GJ0488.The orthometric height was determined by differential leveling and
 GJ0488.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0488.in June 1991.
 GJ0488
 GJ0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0488.GEOID18 height accuracy estimate available here.
 GJ0488
 GJ0488.Click photographs - Photos may exist for this station.
 GJ0488
 GJ0488.The dynamic height is computed by dividing the NAVD 88
 GJ0488.geopotential number by the normal gravity value computed on the
 GJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0488.degrees latitude (g = 980.6199 gals.).
 GJ0488
 GJ0488.The modeled gravity was interpolated from observed gravity values.
 GJ0488
 GJ0488;                    North         East    Units  Estimated Accuracy
 GJ0488;SPC OK N     -   160,150.      476,940.      MT  (+/- 180 meters Scaled)
 GJ0488
 GJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF666323(NAD 83)
 GJ0488
 GJ0488                          SUPERSEDED SURVEY CONTROL
 GJ0488
 GJ0488  NGVD 29 (04/22/92)  574.519  (m)         1884.90   (f) ADJUSTED    1 2
 GJ0488
 GJ0488.Superseded values are not recommended for survey control.
 GJ0488
 GJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0488.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0488
 GJ0488_MARKER: Q = CHISELED SQUARE
 GJ0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0488_SP_SET: CONCRETE BASE OF BLOCK SIGNAL
 GJ0488_MARK LOGO: NONE
 GJ0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0488
 GJ0488  HISTORY     - Date     Condition        Report By
 GJ0488  HISTORY     - 1928     MONUMENTED       USGS
 GJ0488
 GJ0488                          STATION DESCRIPTION
 GJ0488
 GJ0488'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0488'1.8 KM (1.10 MI) EAST FROM WOODWARD.
 GJ0488'WOODWARD, 1.09 MILES EAST OF, 210 FEET WEST OF ROAD CROSSING, 8.7 FEET
 GJ0488'NORTH OF TRACK IN CENTER OF SOUTH SIDE OF CONCRETE BASE TO BLOCK
 GJ0488'SIGNAL 381.1, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0523 ***********************************************************************
 FJ0523  DESIGNATION -  H 41
 FJ0523  PID         -  FJ0523
 FJ0523  STATE/COUNTY-  OK/GRADY
 FJ0523  COUNTRY     -  US
 FJ0523  USGS QUAD   -  CHICKASHA (2018)
 FJ0523
 FJ0523                         *CURRENT SURVEY CONTROL
 FJ0523  ______________________________________________________________________
 FJ0523* NAD 83(1986) POSITION- 35 01 49.     (N) 097 53 26.     (W)   SCALED
 FJ0523* NAVD 88 ORTHO HEIGHT -   333.454 (meters)     1094.01  (feet) ADJUSTED
 FJ0523  ______________________________________________________________________
 FJ0523  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 FJ0523  DYNAMIC HEIGHT  -        333.125 (meters)     1092.93  (feet) COMP
 FJ0523  MODELED GRAVITY -    979,639.1   (mgal)                       NAVD 88
 FJ0523
 FJ0523  VERT ORDER      -  FIRST     CLASS II
 FJ0523
 FJ0523.The horizontal coordinates were scaled from a map and have
 FJ0523.an estimated accuracy of +/- 6 seconds.
 FJ0523
 FJ0523.The orthometric height was determined by differential leveling and
 FJ0523.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0523.in June 1991.
 FJ0523
 FJ0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0523.GEOID18 height accuracy estimate available here.
 FJ0523
 FJ0523.Click photographs - Photos may exist for this station.
 FJ0523
 FJ0523.The dynamic height is computed by dividing the NAVD 88
 FJ0523.geopotential number by the normal gravity value computed on the
 FJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0523.degrees latitude (g = 980.6199 gals.).
 FJ0523
 FJ0523.The modeled gravity was interpolated from observed gravity values.
 FJ0523
 FJ0523;                    North         East    Units  Estimated Accuracy
 FJ0523;SPC OK S     -   188,240.      609,990.      MT  (+/- 180 meters Scaled)
 FJ0523
 FJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD012769(NAD 83)
 FJ0523
 FJ0523                          SUPERSEDED SURVEY CONTROL
 FJ0523
 FJ0523  NGVD 29 (??/??/92)  333.351  (m)         1093.67   (f) ADJ UNCH    1 2
 FJ0523
 FJ0523.Superseded values are not recommended for survey control.
 FJ0523
 FJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0523.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0523
 FJ0523_MARKER: DB = BENCH MARK DISK
 FJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0523_STAMPING: H 41 1934
 FJ0523_MARK LOGO: CGS
 FJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0523+STABILITY: SURFACE MOTION
 FJ0523
 FJ0523  HISTORY     - Date     Condition        Report By
 FJ0523  HISTORY     - 1934     MONUMENTED       CGS
 FJ0523  HISTORY     - 1953     GOOD             CGS
 FJ0523
 FJ0523                          STATION DESCRIPTION
 FJ0523
 FJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0523'3.7 MI SE FROM CHICKASHA.
 FJ0523'1.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0523'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, THENCE 1.8
 FJ0523'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTH OF A
 FJ0523'FARMHOUSE, 93 YARDS NORTH OF THE CENTER LINE OF AN EAST AND
 FJ0523'WEST ROAD, 15 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 FJ0523'NORTH, 9 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A TELEPHONE
 FJ0523'POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0523'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE
 FJ0523'RAILROAD REFERRED TO IN THE OLD DESCRIPTION HAS BEEN ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0264 ***********************************************************************
 GJ0264  DESIGNATION -  H 41
 GJ0264  PID         -  GJ0264
 GJ0264  STATE/COUNTY-  OK/WOODWARD
 GJ0264  COUNTRY     -  US
 GJ0264  USGS QUAD   -  WOODWARD (2018)
 GJ0264
 GJ0264                         *CURRENT SURVEY CONTROL
 GJ0264  ______________________________________________________________________
 GJ0264* NAD 83(1986) POSITION- 36 26 14.     (N) 099 23 29.     (W)   SCALED
 GJ0264* NAVD 88 ORTHO HEIGHT -   580.694 (meters)     1905.16  (feet) ADJUSTED
 GJ0264  ______________________________________________________________________
 GJ0264  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0264  DYNAMIC HEIGHT  -        580.131 (meters)     1903.31  (feet) COMP
 GJ0264  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 GJ0264
 GJ0264  VERT ORDER      -  FIRST     CLASS II
 GJ0264
 GJ0264.The horizontal coordinates were scaled from a map and have
 GJ0264.an estimated accuracy of +/- 6 seconds.
 GJ0264
 GJ0264.The orthometric height was determined by differential leveling and
 GJ0264.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0264.in June 1991.
 GJ0264
 GJ0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0264.GEOID18 height accuracy estimate available here.
 GJ0264
 GJ0264.Click photographs - Photos may exist for this station.
 GJ0264
 GJ0264.The dynamic height is computed by dividing the NAVD 88
 GJ0264.geopotential number by the normal gravity value computed on the
 GJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0264.degrees latitude (g = 980.6199 gals.).
 GJ0264
 GJ0264.The modeled gravity was interpolated from observed gravity values.
 GJ0264
 GJ0264;                    North         East    Units  Estimated Accuracy
 GJ0264;SPC OK N     -   160,360.      475,250.      MT  (+/- 180 meters Scaled)
 GJ0264
 GJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF649325(NAD 83)
 GJ0264
 GJ0264                          SUPERSEDED SURVEY CONTROL
 GJ0264
 GJ0264  NGVD 29 (04/22/92)  580.440  (m)         1904.33   (f) ADJUSTED    1 2
 GJ0264
 GJ0264.Superseded values are not recommended for survey control.
 GJ0264
 GJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0264.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0264
 GJ0264_MARKER: DD = SURVEY DISK
 GJ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0264_STAMPING: H 41 RESET
 GJ0264_MARK LOGO: USGS
 GJ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0264+STABILITY: SURFACE MOTION
 GJ0264
 GJ0264  HISTORY     - Date     Condition        Report By
 GJ0264  HISTORY     - 1928     MONUMENTED       USGS
 GJ0264  HISTORY     - 1934     GOOD             CGS
 GJ0264
 GJ0264                          STATION DESCRIPTION
 GJ0264
 GJ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0264'AT WOODWARD.
 GJ0264'AT WOODWARD 104 FEET SOUTH OF THE EAST ENTRANCE TO DEPOT.  48
 GJ0264'FEET EAST OF THE CENTERLINE OF TENTH STREET.  45 FEET NORTH OF
 GJ0264'THE CENTERLINE OF KANSAS AVENUE.  IN THE SOUTHWEST CORNER
 GJ0264'OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD PARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0563 ***********************************************************************
 EL0563  DESIGNATION -  H 42
 EL0563  PID         -  EL0563
 EL0563  STATE/COUNTY-  OK/GARVIN
 EL0563  COUNTRY     -  US
 EL0563  USGS QUAD   -  LINDSAY SW (2018)
 EL0563
 EL0563                         *CURRENT SURVEY CONTROL
 EL0563  ______________________________________________________________________
 EL0563* NAD 83(1986) POSITION- 34 50 38.     (N) 097 39 37.     (W)   SCALED
 EL0563* NAVD 88 ORTHO HEIGHT -   302.418 (meters)      992.18  (feet) ADJUSTED
 EL0563  ______________________________________________________________________
 EL0563  GEOID HEIGHT    -        -25.919 (meters)                     GEOID18
 EL0563  DYNAMIC HEIGHT  -        302.121 (meters)      991.21  (feet) COMP
 EL0563  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 EL0563
 EL0563  VERT ORDER      -  SECOND    CLASS 0
 EL0563
 EL0563.The horizontal coordinates were scaled from a map and have
 EL0563.an estimated accuracy of +/- 6 seconds.
 EL0563
 EL0563.The orthometric height was determined by differential leveling and
 EL0563.adjusted by the NATIONAL GEODETIC SURVEY
 EL0563.in June 1991.
 EL0563
 EL0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0563.GEOID18 height accuracy estimate available here.
 EL0563
 EL0563.Click photographs - Photos may exist for this station.
 EL0563
 EL0563.The dynamic height is computed by dividing the NAVD 88
 EL0563.geopotential number by the normal gravity value computed on the
 EL0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0563.degrees latitude (g = 980.6199 gals.).
 EL0563
 EL0563.The modeled gravity was interpolated from observed gravity values.
 EL0563
 EL0563;                    North         East    Units  Estimated Accuracy
 EL0563;SPC OK S     -   167,610.      631,070.      MT  (+/- 180 meters Scaled)
 EL0563
 EL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD224565(NAD 83)
 EL0563
 EL0563                          SUPERSEDED SURVEY CONTROL
 EL0563
 EL0563  NGVD 29 (??/??/92)  302.330  (m)          991.89   (f) ADJ UNCH    2 0
 EL0563
 EL0563.Superseded values are not recommended for survey control.
 EL0563
 EL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0563.See file dsdata.pdf to determine how the superseded data were derived.
 EL0563
 EL0563_MARKER: DB = BENCH MARK DISK
 EL0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0563_STAMPING: H 42 1934
 EL0563_MARK LOGO: CGS
 EL0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0563+STABILITY: SURFACE MOTION
 EL0563
 EL0563  HISTORY     - Date     Condition        Report By
 EL0563  HISTORY     - 1934     MONUMENTED       CGS
 EL0563  HISTORY     - 1964     MARK NOT FOUND   USGS
 EL0563
 EL0563                          STATION DESCRIPTION
 EL0563
 EL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0563'3.8 MI SE FROM BRADLEY.
 EL0563'3.8 MILES SOUTHEAST OF THE C-R-I AND P RR. STATION, AT BRADLEY.
 EL0563'0.4 MILE SOUTHEAST OF THE GARVIN COUNTY LINE SIGN.  300 FEET
 EL0563'SOUTHEAST OF MILE POST 459.  78 FEET SOUTHWEST OF THE NEAREST
 EL0563'RAIL OF THE CHICAGO-ROCK-ISLAND AND PACIFIC RAILROAD TRACK.
 EL0563'45 FEET NORTH EAST OF THE CENTER LINE OF THE OKLAHOMA STATE
 EL0563'HIGHWAY 19.  5 FEET NORTHEAST OF THE RAILROAD PROPERTY LINE.
 EL0563
 EL0563                          STATION RECOVERY (1964)
 EL0563
 EL0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EL0563'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0266 ***********************************************************************
 GJ0266  DESIGNATION -  H 42
 GJ0266  PID         -  GJ0266
 GJ0266  STATE/COUNTY-  OK/WOODWARD
 GJ0266  COUNTRY     -  US
 GJ0266  USGS QUAD   -  WOODWARD (2018)
 GJ0266
 GJ0266                         *CURRENT SURVEY CONTROL
 GJ0266  ______________________________________________________________________
 GJ0266* NAD 83(1986) POSITION- 36 25 53.     (N) 099 23 30.     (W)   SCALED
 GJ0266* NAVD 88 ORTHO HEIGHT -   584.451 (meters)     1917.49  (feet) ADJUSTED
 GJ0266  ______________________________________________________________________
 GJ0266  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0266  DYNAMIC HEIGHT  -        583.884 (meters)     1915.63  (feet) COMP
 GJ0266  MODELED GRAVITY -    979,644.1   (mgal)                       NAVD 88
 GJ0266
 GJ0266  VERT ORDER      -  FIRST     CLASS II
 GJ0266
 GJ0266.The horizontal coordinates were scaled from a map and have
 GJ0266.an estimated accuracy of +/- 6 seconds.
 GJ0266
 GJ0266.The orthometric height was determined by differential leveling and
 GJ0266.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0266.in June 1991.
 GJ0266
 GJ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0266.GEOID18 height accuracy estimate available here.
 GJ0266
 GJ0266.Click photographs - Photos may exist for this station.
 GJ0266
 GJ0266.The dynamic height is computed by dividing the NAVD 88
 GJ0266.geopotential number by the normal gravity value computed on the
 GJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0266.degrees latitude (g = 980.6199 gals.).
 GJ0266
 GJ0266.The modeled gravity was interpolated from observed gravity values.
 GJ0266
 GJ0266;                    North         East    Units  Estimated Accuracy
 GJ0266;SPC OK N     -   159,710.      475,220.      MT  (+/- 180 meters Scaled)
 GJ0266
 GJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF648318(NAD 83)
 GJ0266
 GJ0266                          SUPERSEDED SURVEY CONTROL
 GJ0266
 GJ0266  NGVD 29 (??/??/92)  584.202  (m)         1916.67   (f) SUPERSEDED  1 2
 GJ0266  NGVD 29 (04/22/92)  584.202  (m)         1916.67   (f) ADJUSTED    1 2
 GJ0266
 GJ0266.Superseded values are not recommended for survey control.
 GJ0266
 GJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0266.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0266
 GJ0266_MARKER: DD = SURVEY DISK
 GJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0266_STAMPING: H 42 1928
 GJ0266_MARK LOGO: USGS
 GJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0266+STABILITY: SURFACE MOTION
 GJ0266
 GJ0266  HISTORY     - Date     Condition        Report By
 GJ0266  HISTORY     - 1928     MONUMENTED       USGS
 GJ0266  HISTORY     - 1934     GOOD             CGS
 GJ0266  HISTORY     - 1934     GOOD             CGS
 GJ0266  HISTORY     - 1943     GOOD             CGS
 GJ0266  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GJ0266
 GJ0266                          STATION DESCRIPTION
 GJ0266
 GJ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0266'AT WOODWARD.
 GJ0266'AT WOODWARD IN THE WOODWARD PUBLIC SCHOOL YARD.  84 FEET SOUTH OF
 GJ0266'THE INTERSECTION OF TENTH STREET AND LOCUS AVENUE.  121 FEET
 GJ0266'NORTH OF THE NORTH ENTRANCE TO THE MAIN BUILDING.  4 FEET SOUTH
 GJ0266'OF THE FLAG POLE.
 GJ0266
 GJ0266                          STATION RECOVERY (1934)
 GJ0266
 GJ0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GJ0266'RECOVERED IN GOOD CONDITION.
 GJ0266
 GJ0266                          STATION RECOVERY (1943)
 GJ0266
 GJ0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 GJ0266'RECOVERED IN GOOD CONDITION.
 GJ0266
 GJ0266                          STATION RECOVERY (2009)
 GJ0266
 GJ0266'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0479 ***********************************************************************
 EL0479  DESIGNATION -  H 43
 EL0479  PID         -  EL0479
 EL0479  STATE/COUNTY-  OK/JEFFERSON
 EL0479  COUNTRY     -  US
 EL0479  USGS QUAD   -  WAURIKA EAST (2018)
 EL0479
 EL0479                         *CURRENT SURVEY CONTROL
 EL0479  ______________________________________________________________________
 EL0479* NAD 83(1986) POSITION- 34 14 50.     (N) 097 58 06.     (W)   SCALED
 EL0479* NAVD 88 ORTHO HEIGHT -   279.138 (meters)      915.81  (feet) ADJUSTED
 EL0479  ______________________________________________________________________
 EL0479  GEOID HEIGHT    -        -25.461 (meters)                     GEOID18
 EL0479  DYNAMIC HEIGHT  -        278.857 (meters)      914.88  (feet) COMP
 EL0479  MODELED GRAVITY -    979,622.0   (mgal)                       NAVD 88
 EL0479
 EL0479  VERT ORDER      -  FIRST     CLASS II
 EL0479
 EL0479.The horizontal coordinates were scaled from a map and have
 EL0479.an estimated accuracy of +/- 6 seconds.
 EL0479
 EL0479.The orthometric height was determined by differential leveling and
 EL0479.adjusted by the NATIONAL GEODETIC SURVEY
 EL0479.in June 1991.
 EL0479
 EL0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0479.GEOID18 height accuracy estimate available here.
 EL0479
 EL0479.Click photographs - Photos may exist for this station.
 EL0479
 EL0479.The dynamic height is computed by dividing the NAVD 88
 EL0479.geopotential number by the normal gravity value computed on the
 EL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0479.degrees latitude (g = 980.6199 gals.).
 EL0479
 EL0479.The modeled gravity was interpolated from observed gravity values.
 EL0479
 EL0479;                    North         East    Units  Estimated Accuracy
 EL0479;SPC OK S     -   101,370.      602,920.      MT  (+/- 180 meters Scaled)
 EL0479
 EL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC949900(NAD 83)
 EL0479
 EL0479                          SUPERSEDED SURVEY CONTROL
 EL0479
 EL0479  NGVD 29 (??/??/92)  279.057  (m)          915.54   (f) ADJ UNCH    1 2
 EL0479
 EL0479.Superseded values are not recommended for survey control.
 EL0479
 EL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0479.See file dsdata.pdf to determine how the superseded data were derived.
 EL0479
 EL0479_MARKER: DB = BENCH MARK DISK
 EL0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0479_STAMPING: H 43 1934
 EL0479_MARK LOGO: CGS
 EL0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0479+STABILITY: SURFACE MOTION
 EL0479
 EL0479  HISTORY     - Date     Condition        Report By
 EL0479  HISTORY     - 1934     MONUMENTED       CGS
 EL0479  HISTORY     - 1963     GOOD
 EL0479  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0479
 EL0479                          STATION DESCRIPTION
 EL0479
 EL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0479'AT ADDINGTON.
 EL0479'264 FEET NORTH OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY STATION
 EL0479'AT ADDINGTON.  80 FEET EAST OF MILE POLE 493/25.  54 FEET EAST
 EL0479'OF EAST RAIL OF MAIN TRACK, AND 54 FEET NORTHWEST OF SECTION
 EL0479'FORMANS HOUSE.
 EL0479
 EL0479                          STATION RECOVERY (1963)
 EL0479
 EL0479'RECOVERED 1963
 EL0479'RECOVERED IN GOOD CONDITION.
 EL0479
 EL0479                          STATION RECOVERY (1986)
 EL0479
 EL0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0500 ***********************************************************************
 EL0500  DESIGNATION -  H 44
 EL0500  PID         -  EL0500
 EL0500  STATE/COUNTY-  OK/JEFFERSON
 EL0500  COUNTRY     -  US
 EL0500  USGS QUAD   -  RINGLING NW (2018)
 EL0500
 EL0500                         *CURRENT SURVEY CONTROL
 EL0500  ______________________________________________________________________
 EL0500* NAD 83(1986) POSITION- 34 09 29.     (N) 097 44 00.     (W)   SCALED
 EL0500* NAVD 88 ORTHO HEIGHT -   275.144 (meters)      902.70  (feet) ADJUSTED
 EL0500  ______________________________________________________________________
 EL0500  GEOID HEIGHT    -        -25.637 (meters)                     GEOID18
 EL0500  DYNAMIC HEIGHT  -        274.865 (meters)      901.79  (feet) COMP
 EL0500  MODELED GRAVITY -    979,613.7   (mgal)                       NAVD 88
 EL0500
 EL0500  VERT ORDER      -  FIRST     CLASS II
 EL0500
 EL0500.The horizontal coordinates were scaled from a map and have
 EL0500.an estimated accuracy of +/- 6 seconds.
 EL0500
 EL0500.The orthometric height was determined by differential leveling and
 EL0500.adjusted by the NATIONAL GEODETIC SURVEY
 EL0500.in June 1991.
 EL0500
 EL0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0500.GEOID18 height accuracy estimate available here.
 EL0500
 EL0500.Click photographs - Photos may exist for this station.
 EL0500
 EL0500.The dynamic height is computed by dividing the NAVD 88
 EL0500.geopotential number by the normal gravity value computed on the
 EL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0500.degrees latitude (g = 980.6199 gals.).
 EL0500
 EL0500.The modeled gravity was interpolated from observed gravity values.
 EL0500
 EL0500;                    North         East    Units  Estimated Accuracy
 EL0500;SPC OK S     -    91,510.      624,590.      MT  (+/- 180 meters Scaled)
 EL0500
 EL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC167804(NAD 83)
 EL0500
 EL0500                          SUPERSEDED SURVEY CONTROL
 EL0500
 EL0500  NGVD 29 (??/??/92)  275.006  (m)          902.25   (f) ADJ UNCH    1 2
 EL0500
 EL0500.Superseded values are not recommended for survey control.
 EL0500
 EL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0500.See file dsdata.pdf to determine how the superseded data were derived.
 EL0500
 EL0500_MARKER: DB = BENCH MARK DISK
 EL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0500_STAMPING: H 44 1934
 EL0500_MARK LOGO: CGS
 EL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0500+STABILITY: SURFACE MOTION
 EL0500
 EL0500  HISTORY     - Date     Condition        Report By
 EL0500  HISTORY     - 1934     MONUMENTED       CGS
 EL0500  HISTORY     - 1963     GOOD
 EL0500
 EL0500                          STATION DESCRIPTION
 EL0500
 EL0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0500'8.9 MI W FROM RINGLING.
 EL0500'8.9 MILES WEST OF ATSFRR STATION AT RINGLING, 1.3 MILES EAST
 EL0500'OF CLAY POOL SCHOOL.  45 FEET SOUTH OF THE CENTER LINE OF U.S.
 EL0500'HIGHWAY 70.  ON THE SOUTH SIDE OF THE RIGHT-OF-WAY FENCE LINE.
 EL0500'3 FEET EAST OF TELEPHONE POLE.
 EL0500
 EL0500                          STATION RECOVERY (1963)
 EL0500
 EL0500'RECOVERED 1963
 EL0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0267 ***********************************************************************
 EL0267  DESIGNATION -  H 45
 EL0267  PID         -  EL0267
 EL0267  STATE/COUNTY-  OK/PONTOTOC
 EL0267  COUNTRY     -  US
 EL0267  USGS QUAD   -  ADA (2018)
 EL0267
 EL0267                         *CURRENT SURVEY CONTROL
 EL0267  ______________________________________________________________________
 EL0267* NAD 83(1986) POSITION- 34 45 10.     (N) 096 44 07.     (W)   SCALED
 EL0267* NAVD 88 ORTHO HEIGHT -   281.207 (meters)      922.59  (feet) ADJUSTED
 EL0267  ______________________________________________________________________
 EL0267  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 EL0267  DYNAMIC HEIGHT  -        280.933 (meters)      921.69  (feet) COMP
 EL0267  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 EL0267
 EL0267  VERT ORDER      -  SECOND    CLASS 0
 EL0267
 EL0267.The horizontal coordinates were scaled from a map and have
 EL0267.an estimated accuracy of +/- 6 seconds.
 EL0267
 EL0267.The orthometric height was determined by differential leveling and
 EL0267.adjusted by the NATIONAL GEODETIC SURVEY
 EL0267.in June 1991.
 EL0267
 EL0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0267.GEOID18 height accuracy estimate available here.
 EL0267
 EL0267.Click photographs - Photos may exist for this station.
 EL0267
 EL0267.The dynamic height is computed by dividing the NAVD 88
 EL0267.geopotential number by the normal gravity value computed on the
 EL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0267.degrees latitude (g = 980.6199 gals.).
 EL0267
 EL0267.The modeled gravity was interpolated from observed gravity values.
 EL0267
 EL0267;                    North         East    Units  Estimated Accuracy
 EL0267;SPC OK S     -   158,180.      715,790.      MT  (+/- 180 meters Scaled)
 EL0267
 EL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD072479(NAD 83)
 EL0267
 EL0267                          SUPERSEDED SURVEY CONTROL
 EL0267
 EL0267  NGVD 29 (??/??/92)  281.117  (m)          922.30   (f) ADJ UNCH    2 0
 EL0267
 EL0267.Superseded values are not recommended for survey control.
 EL0267
 EL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0267.See file dsdata.pdf to determine how the superseded data were derived.
 EL0267
 EL0267_MARKER: DB = BENCH MARK DISK
 EL0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0267_STAMPING: H 45 1934
 EL0267_MARK LOGO: CGS
 EL0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0267+STABILITY: SURFACE MOTION
 EL0267
 EL0267  HISTORY     - Date     Condition        Report By
 EL0267  HISTORY     - 1934     MONUMENTED       CGS
 EL0267
 EL0267                          STATION DESCRIPTION
 EL0267
 EL0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0267'2.6 MI W FROM ADA JUNCTION.
 EL0267'2.6 MILES WEST OF A.T. AND S.F. RR. STATION AT ADA JUNCTION
 EL0267'135 FEET NORTHWEST OF MILE POST 43.  30 FEET NORTH OF NEAREST
 EL0267'RAIL OF ATCHISON TOPEKA AND SANTA FE RAILWAY TRACK.  27 FEET
 EL0267'SOUTH OF CENTER LINE OF SECTION LINE ROAD, INSIDE OF RAILROAD
 EL0267'PROPERTY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0064 ***********************************************************************
 GH0064  DESIGNATION -  H 48
 GH0064  PID         -  GH0064
 GH0064  STATE/COUNTY-  OK/CREEK
 GH0064  COUNTRY     -  US
 GH0064  USGS QUAD   -  TERLTON (2018)
 GH0064
 GH0064                         *CURRENT SURVEY CONTROL
 GH0064  ______________________________________________________________________
 GH0064* NAD 83(1986) POSITION- 36 09 11.08   (N) 096 23 24.41   (W)   HD_HELD1
 GH0064* NAVD 88 ORTHO HEIGHT -   224.722 (meters)      737.28  (feet) ADJUSTED
 GH0064  ______________________________________________________________________
 GH0064  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 GH0064  DYNAMIC HEIGHT  -        224.525 (meters)      736.63  (feet) COMP
 GH0064  MODELED GRAVITY -    979,751.1   (mgal)                       NAVD 88
 GH0064
 GH0064  VERT ORDER      -  SECOND    CLASS 0
 GH0064
 GH0064.The horizontal coordinates were determined by differentially corrected
 GH0064.hand held GPS observations or other comparable positioning techniques
 GH0064.and have an estimated accuracy of +/- 3 meters.
 GH0064
 GH0064.The orthometric height was determined by differential leveling and
 GH0064.adjusted by the NATIONAL GEODETIC SURVEY
 GH0064.in June 1991.
 GH0064
 GH0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0064.GEOID18 height accuracy estimate available here.
 GH0064
 GH0064.Click photographs - Photos may exist for this station.
 GH0064
 GH0064.The dynamic height is computed by dividing the NAVD 88
 GH0064.geopotential number by the normal gravity value computed on the
 GH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0064.degrees latitude (g = 980.6199 gals.).
 GH0064
 GH0064.The modeled gravity was interpolated from observed gravity values.
 GH0064
 GH0064;                    North         East    Units  Estimated Accuracy
 GH0064;SPC OK N     -   129,138.3     744,857.7     MT  (+/- 3 meters HH1 GPS) 
 GH0064
 GH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3479204083(NAD 83)
 GH0064
 GH0064                          SUPERSEDED SURVEY CONTROL
 GH0064
 GH0064  NGVD 29 (??/??/92)  224.613  (m)          736.92   (f) ADJ UNCH    2 0
 GH0064
 GH0064.Superseded values are not recommended for survey control.
 GH0064
 GH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0064.See file dsdata.pdf to determine how the superseded data were derived.
 GH0064
 GH0064_MARKER: DB = BENCH MARK DISK
 GH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0064_STAMPING: H 48 1934
 GH0064_MARK LOGO: CGS
 GH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0064+STABILITY: SURFACE MOTION
 GH0064
 GH0064  HISTORY     - Date     Condition        Report By
 GH0064  HISTORY     - 1934     MONUMENTED       CGS
 GH0064  HISTORY     - 20240318 MARK NOT FOUND   LEMKE
 GH0064
 GH0064                          STATION DESCRIPTION
 GH0064
 GH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0064'AT MANNFORD, CREEK COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GH0064'320 FEET WEST OF THE STATION, 90 FEET NORTHEAST OF THE FARMERS
 GH0064'COTTON CO. GIN, AND 51 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 GH0064'A STANDARD DISK, STAMPED H 48 1934 AND SET IN THE TOP OF A
 GH0064'CONCRETE POST.
 GH0064
 GH0064                          STATION RECOVERY (2024)
 GH0064
 GH0064'RECOVERY NOTE BY LEMKE LAND SURVEYING 2024 (JDL)
 GH0064'MARK NOT FOUND AND PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0416 ***********************************************************************
 GH0416  DESIGNATION -  H 5
 GH0416  PID         -  GH0416
 GH0416  STATE/COUNTY-  OK/GARFIELD
 GH0416  COUNTRY     -  US
 GH0416  USGS QUAD   -  ENID WEST (2018)
 GH0416
 GH0416                         *CURRENT SURVEY CONTROL
 GH0416  ______________________________________________________________________
 GH0416* NAD 83(1986) POSITION- 36 23 44.97   (N) 097 52 46.92   (W)   HD_HELD1
 GH0416* NAVD 88 ORTHO HEIGHT -   379.813 (meters)     1246.10  (feet) ADJUSTED
 GH0416  ______________________________________________________________________
 GH0416  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 GH0416  DYNAMIC HEIGHT  -        379.479 (meters)     1245.01  (feet) COMP
 GH0416  MODELED GRAVITY -    979,741.1   (mgal)                       NAVD 88
 GH0416
 GH0416  VERT ORDER      -  FIRST     CLASS II
 GH0416
 GH0416.The horizontal coordinates were determined by differentially corrected
 GH0416.hand held GPS observations or other comparable positioning techniques
 GH0416.and have an estimated accuracy of +/- 3 meters.
 GH0416
 GH0416.The orthometric height was determined by differential leveling and
 GH0416.adjusted by the NATIONAL GEODETIC SURVEY
 GH0416.in June 1991.
 GH0416
 GH0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0416.GEOID18 height accuracy estimate available here.
 GH0416
 GH0416.Click photographs - Photos may exist for this station.
 GH0416
 GH0416.The dynamic height is computed by dividing the NAVD 88
 GH0416.geopotential number by the normal gravity value computed on the
 GH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0416.degrees latitude (g = 980.6199 gals.).
 GH0416
 GH0416.The modeled gravity was interpolated from observed gravity values.
 GH0416
 GH0416;                    North         East    Units  Estimated Accuracy
 GH0416;SPC OK N     -   154,878.8     610,791.7     MT  (+/- 3 meters HH1 GPS) 
 GH0416
 GH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0046428435(NAD 83)
 GH0416
 GH0416                          SUPERSEDED SURVEY CONTROL
 GH0416
 GH0416  NGVD 29 (??/??/92)  379.637  (m)         1245.53   (f) SUPERSEDED  1 2
 GH0416  NGVD 29 (04/22/92)  379.637  (m)         1245.53   (f) ADJUSTED    1 2
 GH0416
 GH0416.Superseded values are not recommended for survey control.
 GH0416
 GH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0416.See file dsdata.pdf to determine how the superseded data were derived.
 GH0416
 GH0416_MARKER: DD = SURVEY DISK
 GH0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0416_STAMPING: H 5 1928 1245
 GH0416_MARK LOGO: USGS
 GH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0416+STABILITY: SURFACE MOTION
 GH0416
 GH0416  HISTORY     - Date     Condition        Report By
 GH0416  HISTORY     - 1928     MONUMENTED       USGS
 GH0416  HISTORY     - 1953     GOOD             CGS
 GH0416  HISTORY     - 1985     GOOD             NGS
 GH0416
 GH0416                          STATION DESCRIPTION
 GH0416
 GH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0416'AT ENID.
 GH0416'AT ENID, AT THE WEST EDGE OF THE LAWN OF THE GARFIELD COUNTY
 GH0416'LIBRARY, 2.5 FEET EAST OF THE EAST CURB OF A NORTH AND SOUTH
 GH0416'SIDEWALK, 2.8 FEET SOUTH OF THE SOUTH CURB OF A SIDEWALK LEADING
 GH0416'TO THE WEST ENTRANCE OF THE BUILDING, SET IN THE TOP OF A CONCRETE
 GH0416'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GH0416
 GH0416                          STATION RECOVERY (1985)
 GH0416
 GH0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0570 ***********************************************************************
 FH0570  DESIGNATION -  H 5
 FH0570  PID         -  FH0570
 FH0570  STATE/COUNTY-  OK/HASKELL
 FH0570  COUNTRY     -  US
 FH0570  USGS QUAD   -  KINTA (2018)
 FH0570
 FH0570                         *CURRENT SURVEY CONTROL
 FH0570  ______________________________________________________________________
 FH0570* NAD 83(1986) POSITION- 35 06 04.     (N) 095 09 43.     (W)   SCALED
 FH0570* NAVD 88 ORTHO HEIGHT -   157.790 (meters)      517.68  (feet) ADJUSTED
 FH0570  ______________________________________________________________________
 FH0570  GEOID HEIGHT    -        -31.029 (meters)                     GEOID18
 FH0570  DYNAMIC HEIGHT  -        157.632 (meters)      517.16  (feet) COMP
 FH0570  MODELED GRAVITY -    979,632.6   (mgal)                       NAVD 88
 FH0570
 FH0570  VERT ORDER      -  FIRST     CLASS II
 FH0570
 FH0570.The horizontal coordinates were scaled from a map and have
 FH0570.an estimated accuracy of +/- 6 seconds.
 FH0570
 FH0570.The orthometric height was determined by differential leveling and
 FH0570.adjusted by the NATIONAL GEODETIC SURVEY
 FH0570.in June 1991.
 FH0570
 FH0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0570.GEOID18 height accuracy estimate available here.
 FH0570
 FH0570.Click photographs - Photos may exist for this station.
 FH0570
 FH0570.The dynamic height is computed by dividing the NAVD 88
 FH0570.geopotential number by the normal gravity value computed on the
 FH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0570.degrees latitude (g = 980.6199 gals.).
 FH0570
 FH0570.The modeled gravity was interpolated from observed gravity values.
 FH0570
 FH0570;                    North         East    Units  Estimated Accuracy
 FH0570;SPC OK S     -   199,730.      858,720.      MT  (+/- 180 meters Scaled)
 FH0570
 FH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU029863(NAD 83)
 FH0570
 FH0570                          SUPERSEDED SURVEY CONTROL
 FH0570
 FH0570  NGVD 29 (??/??/92)  157.680  (m)          517.32   (f) ADJ UNCH    1 2
 FH0570
 FH0570.Superseded values are not recommended for survey control.
 FH0570
 FH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0570.See file dsdata.pdf to determine how the superseded data were derived.
 FH0570
 FH0570_MARKER: DB = BENCH MARK DISK
 FH0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0570_STAMPING: 517.322 H 5 1933
 FH0570_MARK LOGO: CGS
 FH0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0570+STABILITY: SURFACE MOTION
 FH0570
 FH0570  HISTORY     - Date     Condition        Report By
 FH0570  HISTORY     - 1933     MONUMENTED       CGS
 FH0570  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0570
 FH0570                          STATION DESCRIPTION
 FH0570
 FH0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0570'3.1 MI W FROM LEQUIRE.
 FH0570'3.1 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0570'RAILWAY FROM LEQUIRE, HASKELL COUNTY, 109 FEET SOUTH OF THE
 FH0570'OLD ROADBED, 44 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 31,
 FH0570'AND 34 FEET WEST OF A CONCRETE CULVERT.  A STANDARD DISK,
 FH0570'STAMPED 517.322 H 5 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0156 ***********************************************************************
 GH0156  DESIGNATION -  H 50
 GH0156  PID         -  GH0156
 GH0156  STATE/COUNTY-  OK/PAWNEE
 GH0156  COUNTRY     -  US
 GH0156  USGS QUAD   -  SKEDEE (2018)
 GH0156
 GH0156                         *CURRENT SURVEY CONTROL
 GH0156  ______________________________________________________________________
 GH0156* NAD 83(1986) POSITION- 36 24 41.     (N) 096 42 34.     (W)   SCALED
 GH0156* NAVD 88 ORTHO HEIGHT -   262.863 (meters)      862.41  (feet) ADJUSTED
 GH0156  ______________________________________________________________________
 GH0156  GEOID HEIGHT    -        -28.505 (meters)                     GEOID18
 GH0156  DYNAMIC HEIGHT  -        262.638 (meters)      861.67  (feet) COMP
 GH0156  MODELED GRAVITY -    979,767.5   (mgal)                       NAVD 88
 GH0156
 GH0156  VERT ORDER      -  SECOND    CLASS 0
 GH0156
 GH0156.The horizontal coordinates were scaled from a map and have
 GH0156.an estimated accuracy of +/- 6 seconds.
 GH0156
 GH0156.The orthometric height was determined by differential leveling and
 GH0156.adjusted by the NATIONAL GEODETIC SURVEY
 GH0156.in June 1991.
 GH0156
 GH0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0156.GEOID18 height accuracy estimate available here.
 GH0156
 GH0156.Click photographs - Photos may exist for this station.
 GH0156
 GH0156.The dynamic height is computed by dividing the NAVD 88
 GH0156.geopotential number by the normal gravity value computed on the
 GH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0156.degrees latitude (g = 980.6199 gals.).
 GH0156
 GH0156.The modeled gravity was interpolated from observed gravity values.
 GH0156
 GH0156;                    North         East    Units  Estimated Accuracy
 GH0156;SPC OK N     -   157,370.      715,750.      MT  (+/- 180 meters Scaled)
 GH0156
 GH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF053320(NAD 83)
 GH0156
 GH0156                          SUPERSEDED SURVEY CONTROL
 GH0156
 GH0156  NGVD 29 (??/??/92)  262.757  (m)          862.06   (f) ADJ UNCH    2 0
 GH0156
 GH0156.Superseded values are not recommended for survey control.
 GH0156
 GH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0156.See file dsdata.pdf to determine how the superseded data were derived.
 GH0156
 GH0156_MARKER: DB = BENCH MARK DISK
 GH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0156_STAMPING: H 50 1934
 GH0156_MARK LOGO: CGS
 GH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0156+STABILITY: SURFACE MOTION
 GH0156
 GH0156  HISTORY     - Date     Condition        Report By
 GH0156  HISTORY     - 1934     MONUMENTED       CGS
 GH0156
 GH0156                          STATION DESCRIPTION
 GH0156
 GH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0156'2.2 MI N FROM SKEDEE.
 GH0156'2.2 MILES NORTH OF AT AND SF RR DEPOT, AT SKEDEE 66 FEET NORTHWEST
 GH0156'OF MILEPOST 50.  48 FEET WEST OF THE CENTER LINE OF ATCHISON
 GH0156'TOPEKA AND SANTA FE RAILROAD.  2 FEET EAST RAILROAD RIGHT-OF-WAY
 GH0156'FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0313 ***********************************************************************
 GH0313  DESIGNATION -  H 51
 GH0313  PID         -  GH0313
 GH0313  STATE/COUNTY-  OK/NOBLE
 GH0313  COUNTRY     -  US
 GH0313  USGS QUAD   -  MORRISON (2018)
 GH0313
 GH0313                         *CURRENT SURVEY CONTROL
 GH0313  ______________________________________________________________________
 GH0313* NAD 83(1986) POSITION- 36 16 31.     (N) 097 04 03.     (W)   SCALED
 GH0313* NAVD 88 ORTHO HEIGHT -   307.988 (meters)     1010.46  (feet) ADJUSTED
 GH0313  ______________________________________________________________________
 GH0313  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 GH0313  DYNAMIC HEIGHT  -        307.716 (meters)     1009.56  (feet) COMP
 GH0313  MODELED GRAVITY -    979,740.0   (mgal)                       NAVD 88
 GH0313
 GH0313  VERT ORDER      -  SECOND    CLASS 0
 GH0313
 GH0313.The horizontal coordinates were scaled from a map and have
 GH0313.an estimated accuracy of +/- 6 seconds.
 GH0313
 GH0313.The orthometric height was determined by differential leveling and
 GH0313.adjusted by the NATIONAL GEODETIC SURVEY
 GH0313.in June 1991.
 GH0313
 GH0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0313.GEOID18 height accuracy estimate available here.
 GH0313
 GH0313.Click photographs - Photos may exist for this station.
 GH0313
 GH0313.The dynamic height is computed by dividing the NAVD 88
 GH0313.geopotential number by the normal gravity value computed on the
 GH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0313.degrees latitude (g = 980.6199 gals.).
 GH0313
 GH0313.The modeled gravity was interpolated from observed gravity values.
 GH0313
 GH0313;                    North         East    Units  Estimated Accuracy
 GH0313;SPC OK N     -   141,900.      683,780.      MT  (+/- 180 meters Scaled)
 GH0313
 GH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF735162(NAD 83)
 GH0313
 GH0313                          SUPERSEDED SURVEY CONTROL
 GH0313
 GH0313  NGVD 29 (??/??/92)  307.868  (m)         1010.06   (f) ADJ UNCH    2 0
 GH0313
 GH0313.Superseded values are not recommended for survey control.
 GH0313
 GH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0313.See file dsdata.pdf to determine how the superseded data were derived.
 GH0313
 GH0313_MARKER: DB = BENCH MARK DISK
 GH0313_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0313_STAMPING: H 51 1934
 GH0313_MARK LOGO: CGS
 GH0313_PROJECTION: RECESSED 10 CENTIMETERS
 GH0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0313
 GH0313  HISTORY     - Date     Condition        Report By
 GH0313  HISTORY     - 1934     MONUMENTED       CGS
 GH0313  HISTORY     - 1965     GOOD             USGS
 GH0313  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GH0313
 GH0313                          STATION DESCRIPTION
 GH0313
 GH0313'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GH0313'1.3 MI S FROM MORRISON.
 GH0313'1.3 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE ST. LOUIS-SAN
 GH0313'FRANCISCO RAILWAY STATION AT MORRISON, NOBLE COUNTY, 3.0 MILES
 GH0313'WEST THENCE 1.3 MILES SOUTH OF STILLWATER, 11.0 MILES NORTH OF,
 GH0313'NEAR CORNER SECTIONS 22, 23, 26 AND 27, T 21 N. R 2 E, 43 FEET SOUTH
 GH0313'AND 31 FEET EAST AND 0.8 FEET HIGHER THAN STATE HIGHWAY 40
 GH0313'AT AN EAST-WEST CORNER ROAD CROSSING, 12.3 FEET NORTH-NORTHEAST
 GH0313'OF A POWERPOLE, 12.5 FEET SOUTH OF A FENCE CORNER POST AND
 GH0313'1.5 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED H 51 1934
 GH0313'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW
 GH0313'GROUND LEVEL.
 GH0313
 GH0313                          STATION RECOVERY (2022)
 GH0313
 GH0313'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0313'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0557 ***********************************************************************
 FH0557  DESIGNATION -  H 54
 FH0557  PID         -  FH0557
 FH0557  STATE/COUNTY-  OK/MUSKOGEE
 FH0557  COUNTRY     -  US
 FH0557  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0557
 FH0557                         *CURRENT SURVEY CONTROL
 FH0557  ______________________________________________________________________
 FH0557* NAD 83(1986) POSITION- 35 39 10.     (N) 095 21 16.     (W)   SCALED
 FH0557* NAVD 88 ORTHO HEIGHT -   179.911 (meters)      590.26  (feet) ADJUSTED
 FH0557  ______________________________________________________________________
 FH0557  GEOID HEIGHT    -        -29.577 (meters)                     GEOID18
 FH0557  DYNAMIC HEIGHT  -        179.746 (meters)      589.72  (feet) COMP
 FH0557  MODELED GRAVITY -    979,713.2   (mgal)                       NAVD 88
 FH0557
 FH0557  VERT ORDER      -  SECOND    CLASS 0
 FH0557
 FH0557.This mark is at Davis Field Airport (MKO)
 FH0557
 FH0557.The horizontal coordinates were scaled from a map and have
 FH0557.an estimated accuracy of +/- 6 seconds.
 FH0557
 FH0557.The orthometric height was determined by differential leveling and
 FH0557.adjusted by the NATIONAL GEODETIC SURVEY
 FH0557.in June 1991.
 FH0557
 FH0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0557.GEOID18 height accuracy estimate available here.
 FH0557
 FH0557.Click photographs - Photos may exist for this station.
 FH0557
 FH0557.The dynamic height is computed by dividing the NAVD 88
 FH0557.geopotential number by the normal gravity value computed on the
 FH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0557.degrees latitude (g = 980.6199 gals.).
 FH0557
 FH0557.The modeled gravity was interpolated from observed gravity values.
 FH0557
 FH0557;                    North         East    Units  Estimated Accuracy
 FH0557;SPC OK N     -    75,690.      839,540.      MT  (+/- 180 meters Scaled)
 FH0557
 FH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV868479(NAD 83)
 FH0557
 FH0557                          SUPERSEDED SURVEY CONTROL
 FH0557
 FH0557  NGVD 29 (??/??/92)  179.794  (m)          589.87   (f) ADJ UNCH    2 0
 FH0557
 FH0557.Superseded values are not recommended for survey control.
 FH0557
 FH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0557.See file dsdata.pdf to determine how the superseded data were derived.
 FH0557
 FH0557_MARKER: DB = BENCH MARK DISK
 FH0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0557_STAMPING: H 54 1957
 FH0557_MARK LOGO: CGS
 FH0557_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0557+STABILITY: SURFACE MOTION
 FH0557
 FH0557  HISTORY     - Date     Condition        Report By
 FH0557  HISTORY     - 1957     MONUMENTED       CGS
 FH0557  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0557
 FH0557                          STATION DESCRIPTION
 FH0557
 FH0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0557'8.3 MI S FROM MUSKOGEE.
 FH0557'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0557'STATION AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 FH0557'ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, THENCE 1.4
 FH0557'MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST AND
 FH0557'SOUTHEAST RUNWAY AT DAVIS FIELD, 500 FEET NORTHEAST OF THE
 FH0557'CENTER LINE OF A PROPOSED RUNWAY, 2 FEET WEST OF A WITNESS
 FH0557'POST, 1500 FEET SOUTHEAST OF BENCH MARK K 54, SET IN THE TOP
 FH0557'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FH0557
 FH0557                          STATION RECOVERY (1974)
 FH0557
 FH0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0006 ***********************************************************************
 EL0006  DESIGNATION -  H 56
 EL0006  PID         -  EL0006
 EL0006  STATE/COUNTY-  OK/COAL
 EL0006  COUNTRY     -  US
 EL0006  USGS QUAD   -  CENTRAHOMA (2018)
 EL0006
 EL0006                         *CURRENT SURVEY CONTROL
 EL0006  ______________________________________________________________________
 EL0006* NAD 83(1986) POSITION- 34 32 27.     (N) 096 19 34.     (W)   SCALED
 EL0006* NAVD 88 ORTHO HEIGHT -   191.835 (meters)      629.38  (feet) ADJUSTED
 EL0006  ______________________________________________________________________
 EL0006  GEOID HEIGHT    -        -27.355 (meters)                     GEOID18
 EL0006  DYNAMIC HEIGHT  -        191.644 (meters)      628.75  (feet) COMP
 EL0006  MODELED GRAVITY -    979,637.8   (mgal)                       NAVD 88
 EL0006
 EL0006  VERT ORDER      -  SECOND    CLASS 0
 EL0006
 EL0006.The horizontal coordinates were scaled from a map and have
 EL0006.an estimated accuracy of +/- 6 seconds.
 EL0006
 EL0006.The orthometric height was determined by differential leveling and
 EL0006.adjusted by the NATIONAL GEODETIC SURVEY
 EL0006.in June 1991.
 EL0006
 EL0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0006.GEOID18 height accuracy estimate available here.
 EL0006
 EL0006.Click photographs - Photos may exist for this station.
 EL0006
 EL0006.The dynamic height is computed by dividing the NAVD 88
 EL0006.geopotential number by the normal gravity value computed on the
 EL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0006.degrees latitude (g = 980.6199 gals.).
 EL0006
 EL0006.The modeled gravity was interpolated from observed gravity values.
 EL0006
 EL0006;                    North         East    Units  Estimated Accuracy
 EL0006;SPC OK S     -   135,210.      753,640.      MT  (+/- 180 meters Scaled)
 EL0006
 EL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD453253(NAD 83)
 EL0006
 EL0006                          SUPERSEDED SURVEY CONTROL
 EL0006
 EL0006  NGVD 29 (??/??/92)  191.765  (m)          629.15   (f) ADJ UNCH    2 0
 EL0006
 EL0006.Superseded values are not recommended for survey control.
 EL0006
 EL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0006.See file dsdata.pdf to determine how the superseded data were derived.
 EL0006
 EL0006_MARKER: DB = BENCH MARK DISK
 EL0006_SETTING: 66 = SET IN ROCK OUTCROP
 EL0006_STAMPING: H 56 1934
 EL0006_MARK LOGO: CGS
 EL0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0006+STABILITY: POSITION/ELEVATION WELL
 EL0006
 EL0006  HISTORY     - Date     Condition        Report By
 EL0006  HISTORY     - 1934     MONUMENTED       CGS
 EL0006
 EL0006                          STATION DESCRIPTION
 EL0006
 EL0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0006'7.3 MI SE FROM TUPELO.
 EL0006'7.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EL0006'RAILWAY FROM THE STATION AT TUPELO, COAL COUNTY, 0.2 MILE WEST
 EL0006'OF MILEPOST 10, 270 FEET SOUTHWEST OF BRIDGE 10 A OVER SALT CREEK,
 EL0006'144 FEET EAST OF A LOG BARN, 126 FEET SOUTH OF THE SOUTH RAIL,
 EL0006'15 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A
 EL0006'SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED H 56 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0231 ***********************************************************************
 EL0231  DESIGNATION -  H 57
 EL0231  PID         -  EL0231
 EL0231  STATE/COUNTY-  OK/PONTOTOC
 EL0231  COUNTRY     -  US
 EL0231  USGS QUAD   -  AHLOSO (2018)
 EL0231
 EL0231                         *CURRENT SURVEY CONTROL
 EL0231  ______________________________________________________________________
 EL0231* NAD 83(1986) POSITION- 34 42 32.     (N) 096 43 45.     (W)   SCALED
 EL0231* NAVD 88 ORTHO HEIGHT -   358.930 (meters)     1177.59  (feet) ADJUSTED
 EL0231  ______________________________________________________________________
 EL0231  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 EL0231  DYNAMIC HEIGHT  -        358.580 (meters)     1176.44  (feet) COMP
 EL0231  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 EL0231
 EL0231  VERT ORDER      -  SECOND    CLASS 0
 EL0231
 EL0231.The horizontal coordinates were scaled from a map and have
 EL0231.an estimated accuracy of +/- 6 seconds.
 EL0231
 EL0231.The orthometric height was determined by differential leveling and
 EL0231.adjusted by the NATIONAL GEODETIC SURVEY
 EL0231.in June 1991.
 EL0231
 EL0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0231.GEOID18 height accuracy estimate available here.
 EL0231
 EL0231.Click photographs - Photos may exist for this station.
 EL0231
 EL0231.The dynamic height is computed by dividing the NAVD 88
 EL0231.geopotential number by the normal gravity value computed on the
 EL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0231.degrees latitude (g = 980.6199 gals.).
 EL0231
 EL0231.The modeled gravity was interpolated from observed gravity values.
 EL0231
 EL0231;                    North         East    Units  Estimated Accuracy
 EL0231;SPC OK S     -   153,310.      716,410.      MT  (+/- 180 meters Scaled)
 EL0231
 EL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD079431(NAD 83)
 EL0231
 EL0231                          SUPERSEDED SURVEY CONTROL
 EL0231
 EL0231  NGVD 29 (??/??/92)  358.836  (m)         1177.28   (f) ADJ UNCH    2 0
 EL0231
 EL0231.Superseded values are not recommended for survey control.
 EL0231
 EL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0231.See file dsdata.pdf to determine how the superseded data were derived.
 EL0231
 EL0231_MARKER: DB = BENCH MARK DISK
 EL0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0231_STAMPING: H 57 1934
 EL0231_MARK LOGO: CGS
 EL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0231+STABILITY: SURFACE MOTION
 EL0231
 EL0231  HISTORY     - Date     Condition        Report By
 EL0231  HISTORY     - 1934     MONUMENTED       CGS
 EL0231  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0231
 EL0231                          STATION DESCRIPTION
 EL0231
 EL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0231'4.1 MILES NORTHEAST OF STL. AND SF RR. STATION AT FITZHUGH
 EL0231'150 FEET SOUTH OF MILE POLE 553/30.  43 FEET EAST OF NEAREST
 EL0231'RAIL OF ST. LOUIS AND SAN FRANCISCO RAILWAY.  27 FEET SOUTH OF
 EL0231'CENTER LINE OF SECTION LINE ROAD.  INSIDE OF RAILROAD PROPERTY
 EL0231'FENCE.
 EL0231
 EL0231                          STATION RECOVERY (1965)
 EL0231
 EL0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0066 ***********************************************************************
 FJ0066  DESIGNATION -  H 58
 FJ0066  PID         -  FJ0066
 FJ0066  STATE/COUNTY-  OK/HUGHES
 FJ0066  COUNTRY     -  US
 FJ0066  USGS QUAD   -  YEAGER (2018)
 FJ0066
 FJ0066                         *CURRENT SURVEY CONTROL
 FJ0066  ______________________________________________________________________
 FJ0066* NAD 83(1986) POSITION- 35 11 22.     (N) 096 19 31.     (W)   SCALED
 FJ0066* NAVD 88 ORTHO HEIGHT -   234.136 (meters)      768.16  (feet) ADJUSTED
 FJ0066  ______________________________________________________________________
 FJ0066  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 FJ0066  DYNAMIC HEIGHT  -        233.910 (meters)      767.42  (feet) COMP
 FJ0066  MODELED GRAVITY -    979,662.9   (mgal)                       NAVD 88
 FJ0066
 FJ0066  VERT ORDER      -  SECOND    CLASS 0
 FJ0066
 FJ0066.The horizontal coordinates were scaled from a map and have
 FJ0066.an estimated accuracy of +/- 6 seconds.
 FJ0066
 FJ0066.The orthometric height was determined by differential leveling and
 FJ0066.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0066.in June 1991.
 FJ0066
 FJ0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0066.GEOID18 height accuracy estimate available here.
 FJ0066
 FJ0066.Click photographs - Photos may exist for this station.
 FJ0066
 FJ0066.The dynamic height is computed by dividing the NAVD 88
 FJ0066.geopotential number by the normal gravity value computed on the
 FJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0066.degrees latitude (g = 980.6199 gals.).
 FJ0066
 FJ0066.The modeled gravity was interpolated from observed gravity values.
 FJ0066
 FJ0066;                    North         East    Units  Estimated Accuracy
 FJ0066;SPC OK S     -   207,160.      752,520.      MT  (+/- 180 meters Scaled)
 FJ0066
 FJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD435973(NAD 83)
 FJ0066
 FJ0066                          SUPERSEDED SURVEY CONTROL
 FJ0066
 FJ0066  NGVD 29 (??/??/92)  234.024  (m)          767.79   (f) ADJ UNCH    2 0
 FJ0066
 FJ0066.Superseded values are not recommended for survey control.
 FJ0066
 FJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0066.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0066
 FJ0066_MARKER: DB = BENCH MARK DISK
 FJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0066_STAMPING: H 58 1934
 FJ0066_MARK LOGO: CGS
 FJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0066+STABILITY: SURFACE MOTION
 FJ0066
 FJ0066  HISTORY     - Date     Condition        Report By
 FJ0066  HISTORY     - 1934     MONUMENTED       CGS
 FJ0066  HISTORY     - 1949     GOOD             CGS
 FJ0066
 FJ0066                          STATION DESCRIPTION
 FJ0066
 FJ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0066'2.5 MI NE FROM YEAGER.
 FJ0066'2.5 MILES NORTHEAST OF YEAGER STATION SIGN POST 42 FEET NORTHEAST
 FJ0066'OF SAINT LOUIS AND SAN FRANCISCO RAILWAY OVER-PASS OVER SECTION
 FJ0066'LINE ROAD.  84 FEET WEST OF MILE POLE 510/15.  42 FEET WEST OF
 FJ0066'NEAREST RAIL OF TRACK.  INSIDE OF RAILROAD PROPERTY FENCE.
 FJ0066
 FJ0066                          STATION RECOVERY (1949)
 FJ0066
 FJ0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FJ0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0459 ***********************************************************************
 FH0459  DESIGNATION -  H 59
 FH0459  PID         -  FH0459
 FH0459  STATE/COUNTY-  OK/MUSKOGEE
 FH0459  COUNTRY     -  US
 FH0459  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0459
 FH0459                         *CURRENT SURVEY CONTROL
 FH0459  ______________________________________________________________________
 FH0459* NAD 83(1986) POSITION- 35 44 57.5    (N) 095 22 02.3    (W)   HD_HELD2
 FH0459* NAVD 88 ORTHO HEIGHT -   184.867 (meters)      606.52  (feet) ADJUSTED
 FH0459  ______________________________________________________________________
 FH0459  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 FH0459  DYNAMIC HEIGHT  -        184.700 (meters)      605.97  (feet) COMP
 FH0459  MODELED GRAVITY -    979,727.7   (mgal)                       NAVD 88
 FH0459
 FH0459  VERT ORDER      -  SECOND    CLASS 0
 FH0459
 FH0459.The horizontal coordinates were established by autonomous hand held GPS
 FH0459.observations and have an estimated accuracy of +/- 10 meters.
 FH0459
 FH0459.The orthometric height was determined by differential leveling and
 FH0459.adjusted by the NATIONAL GEODETIC SURVEY
 FH0459.in June 1991.
 FH0459
 FH0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0459.GEOID18 height accuracy estimate available here.
 FH0459
 FH0459.Click photographs - Photos may exist for this station.
 FH0459
 FH0459.The dynamic height is computed by dividing the NAVD 88
 FH0459.geopotential number by the normal gravity value computed on the
 FH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0459.degrees latitude (g = 980.6199 gals.).
 FH0459
 FH0459.The modeled gravity was interpolated from observed gravity values.
 FH0459
 FH0459;                    North         East    Units  Estimated Accuracy
 FH0459;SPC OK N     -    86,366.      838,087.      MT  (+/- 10 meters HH2 GPS)
 FH0459
 FH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8594758727(NAD 83)
 FH0459
 FH0459                          SUPERSEDED SURVEY CONTROL
 FH0459
 FH0459  NGVD 29 (??/??/92)  184.752  (m)          606.14   (f) ADJ UNCH    2 0
 FH0459
 FH0459.Superseded values are not recommended for survey control.
 FH0459
 FH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0459.See file dsdata.pdf to determine how the superseded data were derived.
 FH0459
 FH0459_MARKER: DB = BENCH MARK DISK
 FH0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0459_SP_SET: PIER
 FH0459_STAMPING: H 59 1934
 FH0459_MARK LOGO: CGS
 FH0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0459
 FH0459  HISTORY     - Date     Condition        Report By
 FH0459  HISTORY     - 1934     MONUMENTED       CGS
 FH0459  HISTORY     - 1960     GOOD             CGS
 FH0459
 FH0459                          STATION DESCRIPTION
 FH0459
 FH0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0459'IN MUSKOGEE.
 FH0459'IN TOWN OF MUSKOGEE, MUSKOGEE COUNTY, OKLAHOMA.  110 FEET
 FH0459'NORTHEAST OF NORTHEAST CORNER OF MISSOURI KANSAS AND TEXAS
 FH0459'RAILROAD DEPOT, VERTICAL TABLET SET IN FIRST CONCRETE PIER FROM
 FH0459'WEST END OF COURT STREET VIADUCT OVER M.K. AND T. TRACKS.
 FH0459'STANDARD TABLET SET VERTICALLY IN CENTER-LINE OF SOUTH END OF
 FH0459'CONCRETE PIER.
 FH0459
 FH0459                          STATION RECOVERY (1960)
 FH0459
 FH0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0644 ***********************************************************************
 FH0644  DESIGNATION -  H 6
 FH0644  PID         -  FH0644
 FH0644  STATE/COUNTY-  OK/PITTSBURG
 FH0644  COUNTRY     -  US
 FH0644  USGS QUAD   -  BLOCKER (2018)
 FH0644
 FH0644                         *CURRENT SURVEY CONTROL
 FH0644  ______________________________________________________________________
 FH0644* NAD 83(1986) POSITION- 35 03 42.     (N) 095 33 57.     (W)   SCALED
 FH0644* NAVD 88 ORTHO HEIGHT -   197.131 (meters)      646.75  (feet) ADJUSTED
 FH0644  ______________________________________________________________________
 FH0644  GEOID HEIGHT    -        -30.396 (meters)                     GEOID18
 FH0644  DYNAMIC HEIGHT  -        196.935 (meters)      646.11  (feet) COMP
 FH0644  MODELED GRAVITY -    979,636.1   (mgal)                       NAVD 88
 FH0644
 FH0644  VERT ORDER      -  FIRST     CLASS II
 FH0644
 FH0644.The horizontal coordinates were scaled from a map and have
 FH0644.an estimated accuracy of +/- 6 seconds.
 FH0644
 FH0644.The orthometric height was determined by differential leveling and
 FH0644.adjusted by the NATIONAL GEODETIC SURVEY
 FH0644.in June 1991.
 FH0644
 FH0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0644.GEOID18 height accuracy estimate available here.
 FH0644
 FH0644.Click photographs - Photos may exist for this station.
 FH0644
 FH0644.The dynamic height is computed by dividing the NAVD 88
 FH0644.geopotential number by the normal gravity value computed on the
 FH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0644.degrees latitude (g = 980.6199 gals.).
 FH0644
 FH0644.The modeled gravity was interpolated from observed gravity values.
 FH0644
 FH0644;                    North         East    Units  Estimated Accuracy
 FH0644;SPC OK S     -   194,390.      822,020.      MT  (+/- 180 meters Scaled)
 FH0644
 FH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU660828(NAD 83)
 FH0644
 FH0644                          SUPERSEDED SURVEY CONTROL
 FH0644
 FH0644  NGVD 29 (??/??/92)  197.018  (m)          646.38   (f) ADJ UNCH    1 2
 FH0644
 FH0644.Superseded values are not recommended for survey control.
 FH0644
 FH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0644.See file dsdata.pdf to determine how the superseded data were derived.
 FH0644
 FH0644_MARKER: DB = BENCH MARK DISK
 FH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0644_STAMPING: 646.383 H 6 1933
 FH0644_MARK LOGO: CGS
 FH0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0644+STABILITY: SURFACE MOTION
 FH0644
 FH0644  HISTORY     - Date     Condition        Report By
 FH0644  HISTORY     - 1933     MONUMENTED       CGS
 FH0644
 FH0644                          STATION DESCRIPTION
 FH0644
 FH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0644'AT BLOCKER.
 FH0644'AT BLOCKER, PITTSBURG COUNTY, 200 FEET SOUTHEAST OF THE OLD
 FH0644'ABANDONED FORT SMITH AND WESTERN RAILWAY STATION, 100 FEET SOUTH
 FH0644'OF THE OLD ROADBED, AND AT A FENCE CORNER.  A STANDARD DISK,
 FH0644'STAMPED 646.383 H 6 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0462 ***********************************************************************
 GH0462  DESIGNATION -  H 6
 GH0462  PID         -  GH0462
 GH0462  STATE/COUNTY-  OK/GARFIELD
 GH0462  COUNTRY     -  US
 GH0462  USGS QUAD   -  ENID WEST (2018)
 GH0462
 GH0462                         *CURRENT SURVEY CONTROL
 GH0462  ______________________________________________________________________
 GH0462* NAD 83(1986) POSITION- 36 25 37.55   (N) 097 55 35.58   (W)   HD_HELD1
 GH0462* NAVD 88 ORTHO HEIGHT -   400.824 (meters)     1315.04  (feet) ADJUSTED
 GH0462  ______________________________________________________________________
 GH0462  GEOID HEIGHT    -        -27.716 (meters)                     GEOID18
 GH0462  DYNAMIC HEIGHT  -        400.472 (meters)     1313.88  (feet) COMP
 GH0462  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 GH0462
 GH0462  VERT ORDER      -  FIRST     CLASS II
 GH0462
 GH0462.The horizontal coordinates were determined by differentially corrected
 GH0462.hand held GPS observations or other comparable positioning techniques
 GH0462.and have an estimated accuracy of +/- 3 meters.
 GH0462
 GH0462.The orthometric height was determined by differential leveling and
 GH0462.adjusted by the NATIONAL GEODETIC SURVEY
 GH0462.in June 1991.
 GH0462
 GH0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0462.GEOID18 height accuracy estimate available here.
 GH0462
 GH0462.Click photographs - Photos may exist for this station.
 GH0462
 GH0462.The dynamic height is computed by dividing the NAVD 88
 GH0462.geopotential number by the normal gravity value computed on the
 GH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0462.degrees latitude (g = 980.6199 gals.).
 GH0462
 GH0462.The modeled gravity was interpolated from observed gravity values.
 GH0462
 GH0462;                    North         East    Units  Estimated Accuracy
 GH0462;SPC OK N     -   158,344.6     606,586.3     MT  (+/- 3 meters HH1 GPS) 
 GH0462
 GH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9622431856(NAD 83)
 GH0462
 GH0462                          SUPERSEDED SURVEY CONTROL
 GH0462
 GH0462  NGVD 29 (??/??/92)  400.681  (m)         1314.57   (f) SUPERSEDED  1 2
 GH0462  NGVD 29 (04/22/92)  400.660  (m)         1314.50   (f) ADJUSTED    1 2
 GH0462
 GH0462.Superseded values are not recommended for survey control.
 GH0462
 GH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0462.See file dsdata.pdf to determine how the superseded data were derived.
 GH0462
 GH0462_MARKER: DD = SURVEY DISK
 GH0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0462_STAMPING: H 6 1928
 GH0462_MARK LOGO: USGS
 GH0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0462+STABILITY: SURFACE MOTION
 GH0462
 GH0462  HISTORY     - Date     Condition        Report By
 GH0462  HISTORY     - 1928     MONUMENTED       USGS
 GH0462  HISTORY     - 1953     GOOD             CGS
 GH0462
 GH0462                          STATION DESCRIPTION
 GH0462
 GH0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0462'3.2 MI NW FROM ENID.
 GH0462'3.2 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0462'RAILROAD FROM THE STATION AT ENID, AT A ROAD CROSSING, AT BLANTON
 GH0462'JUNCTION, 146 FEET WEST OF THE CENTER LINE OF A NORTH AND
 GH0462'SOUTH ROAD, 50 FEET SOUTHWEST OF THE CENTER OF Y JUNCTION
 GH0462'WITH THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2 FEET SOUTHWEST
 GH0462'OF A FENCE, 2 FEET SOUTH OF A FENCE LEADING WEST, 3 FEET
 GH0462'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0462'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0636 ***********************************************************************
 GH0636  DESIGNATION -  H 6 D
 GH0636  PID         -  GH0636
 GH0636  STATE/COUNTY-  OK/GARFIELD
 GH0636  COUNTRY     -  US
 GH0636  USGS QUAD   -  ENID WEST (2018)
 GH0636
 GH0636                         *CURRENT SURVEY CONTROL
 GH0636  ______________________________________________________________________
 GH0636* NAD 83(1986) POSITION- 36 26 01.     (N) 097 56 06.     (W)   SCALED
 GH0636* NAVD 88 ORTHO HEIGHT -   405.991 (meters)     1331.99  (feet) ADJUSTED
 GH0636  ______________________________________________________________________
 GH0636  GEOID HEIGHT    -        -27.712 (meters)                     GEOID18
 GH0636  DYNAMIC HEIGHT  -        405.634 (meters)     1330.82  (feet) COMP
 GH0636  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GH0636
 GH0636  VERT ORDER      -  FIRST     CLASS II
 GH0636
 GH0636.The horizontal coordinates were scaled from a map and have
 GH0636.an estimated accuracy of +/- 6 seconds.
 GH0636
 GH0636.The orthometric height was determined by differential leveling and
 GH0636.adjusted by the NATIONAL GEODETIC SURVEY
 GH0636.in June 1991.
 GH0636
 GH0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0636.GEOID18 height accuracy estimate available here.
 GH0636
 GH0636.Click photographs - Photos may exist for this station.
 GH0636
 GH0636.The dynamic height is computed by dividing the NAVD 88
 GH0636.geopotential number by the normal gravity value computed on the
 GH0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0636.degrees latitude (g = 980.6199 gals.).
 GH0636
 GH0636.The modeled gravity was interpolated from observed gravity values.
 GH0636
 GH0636;                    North         East    Units  Estimated Accuracy
 GH0636;SPC OK N     -   159,070.      605,830.      MT  (+/- 180 meters Scaled)
 GH0636
 GH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF954325(NAD 83)
 GH0636
 GH0636                          SUPERSEDED SURVEY CONTROL
 GH0636
 GH0636  NGVD 29 (04/22/92)  405.856  (m)         1331.55   (f) ADJUSTED    1 2
 GH0636
 GH0636.Superseded values are not recommended for survey control.
 GH0636
 GH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0636.See file dsdata.pdf to determine how the superseded data were derived.
 GH0636
 GH0636_MARKER: X = CHISELED CROSS
 GH0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0636_SP_SET: TOP OF SECTION OF RAIL
 GH0636_MARK LOGO: NONE
 GH0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0636
 GH0636  HISTORY     - Date     Condition        Report By
 GH0636  HISTORY     - 1928     MONUMENTED       USGS
 GH0636
 GH0636                          STATION DESCRIPTION
 GH0636
 GH0636'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0636'6.4 KM (4.00 MI) NW FROM ENID.
 GH0636'ENID, 3.98 MILES NORTHWEST OF, NEAR 1/4 CORNER, NORTH SIDE SECTION 34,
 GH0636'T. 23 N., R. 7 W., 47 FEET WEST OF TRACK AND 103 FEET SOUTH OF
 GH0636'CROSSING, 2 FEET NORTH BY 2 FEET EAST OF THREE WAY FENCE LINE, ON TOP
 GH0636'OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0637 ***********************************************************************
 GH0637  DESIGNATION -  H 6 E
 GH0637  PID         -  GH0637
 GH0637  STATE/COUNTY-  OK/GARFIELD
 GH0637  COUNTRY     -  US
 GH0637  USGS QUAD   -  ENID WEST (2018)
 GH0637
 GH0637                         *CURRENT SURVEY CONTROL
 GH0637  ______________________________________________________________________
 GH0637* NAD 83(1986) POSITION- 36 26 28.     (N) 097 56 42.     (W)   SCALED
 GH0637* NAVD 88 ORTHO HEIGHT -   409.227 (meters)     1342.61  (feet) ADJUSTED
 GH0637  ______________________________________________________________________
 GH0637  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 GH0637  DYNAMIC HEIGHT  -        408.867 (meters)     1341.42  (feet) COMP
 GH0637  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 GH0637
 GH0637  VERT ORDER      -  FIRST     CLASS II
 GH0637
 GH0637.The horizontal coordinates were scaled from a map and have
 GH0637.an estimated accuracy of +/- 6 seconds.
 GH0637
 GH0637.The orthometric height was determined by differential leveling and
 GH0637.adjusted by the NATIONAL GEODETIC SURVEY
 GH0637.in June 1991.
 GH0637
 GH0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0637.GEOID18 height accuracy estimate available here.
 GH0637
 GH0637.Click photographs - Photos may exist for this station.
 GH0637
 GH0637.The dynamic height is computed by dividing the NAVD 88
 GH0637.geopotential number by the normal gravity value computed on the
 GH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0637.degrees latitude (g = 980.6199 gals.).
 GH0637
 GH0637.The modeled gravity was interpolated from observed gravity values.
 GH0637
 GH0637;                    North         East    Units  Estimated Accuracy
 GH0637;SPC OK N     -   159,900.      604,930.      MT  (+/- 180 meters Scaled)
 GH0637
 GH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF945333(NAD 83)
 GH0637
 GH0637                          SUPERSEDED SURVEY CONTROL
 GH0637
 GH0637  NGVD 29 (04/22/92)  409.092  (m)         1342.16   (f) ADJUSTED    1 2
 GH0637
 GH0637.Superseded values are not recommended for survey control.
 GH0637
 GH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0637.See file dsdata.pdf to determine how the superseded data were derived.
 GH0637
 GH0637_MARKER: X = CHISELED CROSS
 GH0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0637_SP_SET: TOP OF SECTION OF RAIL
 GH0637_MARK LOGO: NONE
 GH0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0637
 GH0637  HISTORY     - Date     Condition        Report By
 GH0637  HISTORY     - 1928     MONUMENTED       USGS
 GH0637
 GH0637                          STATION DESCRIPTION
 GH0637
 GH0637'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0637'7.4 KM (4.60 MI) NW FROM ENID.
 GH0637'ENID, 4.62 MILES NORTHWEST OF, N.E. 1/4 SECTION 28, T. 23 N., R. 7 W.,
 GH0637'47 FEET SOUTH OF TRACK, 106 FEET WEST OF ROAD CROSSING, 1.4 FEET
 GH0637'NORTH BY 7 FEET WEST OF 3 WAY FENCE POST, ON TOP OF SECTION OF RAIL,
 GH0637'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0638 ***********************************************************************
 GH0638  DESIGNATION -  H 6 F
 GH0638  PID         -  GH0638
 GH0638  STATE/COUNTY-  OK/GARFIELD
 GH0638  COUNTRY     -  US
 GH0638  USGS QUAD   -  ENID WEST (2018)
 GH0638
 GH0638                         *CURRENT SURVEY CONTROL
 GH0638  ______________________________________________________________________
 GH0638* NAD 83(1986) POSITION- 36 26 56.     (N) 097 57 17.     (W)   SCALED
 GH0638* NAVD 88 ORTHO HEIGHT -   412.479 (meters)     1353.27  (feet) ADJUSTED
 GH0638  ______________________________________________________________________
 GH0638  GEOID HEIGHT    -        -27.706 (meters)                     GEOID18
 GH0638  DYNAMIC HEIGHT  -        412.116 (meters)     1352.08  (feet) COMP
 GH0638  MODELED GRAVITY -    979,740.9   (mgal)                       NAVD 88
 GH0638
 GH0638  VERT ORDER      -  FIRST     CLASS II
 GH0638
 GH0638.The horizontal coordinates were scaled from a map and have
 GH0638.an estimated accuracy of +/- 6 seconds.
 GH0638
 GH0638.The orthometric height was determined by differential leveling and
 GH0638.adjusted by the NATIONAL GEODETIC SURVEY
 GH0638.in June 1991.
 GH0638
 GH0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0638.GEOID18 height accuracy estimate available here.
 GH0638
 GH0638.Click photographs - Photos may exist for this station.
 GH0638
 GH0638.The dynamic height is computed by dividing the NAVD 88
 GH0638.geopotential number by the normal gravity value computed on the
 GH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0638.degrees latitude (g = 980.6199 gals.).
 GH0638
 GH0638.The modeled gravity was interpolated from observed gravity values.
 GH0638
 GH0638;                    North         East    Units  Estimated Accuracy
 GH0638;SPC OK N     -   160,760.      604,060.      MT  (+/- 180 meters Scaled)
 GH0638
 GH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF936342(NAD 83)
 GH0638
 GH0638                          SUPERSEDED SURVEY CONTROL
 GH0638
 GH0638  NGVD 29 (04/22/92)  412.343  (m)         1352.83   (f) ADJUSTED    1 2
 GH0638
 GH0638.Superseded values are not recommended for survey control.
 GH0638
 GH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0638.See file dsdata.pdf to determine how the superseded data were derived.
 GH0638
 GH0638_MARKER: X = CHISELED CROSS
 GH0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0638_SP_SET: TOP OF SECTION OF RAIL
 GH0638_MARK LOGO: NONE
 GH0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0638
 GH0638  HISTORY     - Date     Condition        Report By
 GH0638  HISTORY     - 1928     MONUMENTED       USGS
 GH0638
 GH0638                          STATION DESCRIPTION
 GH0638
 GH0638'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0638'6.9 KM (4.30 MI) SE FROM CARRIER.
 GH0638'CARRIER, 4.3 MILES SOUTHEAST OF, 47.5 FEET SOUTH OF TRACK AND 40 FEET
 GH0638'NORTH OF ROAD, 1.5 FEET EAST BY 4 FEET NORTH OF 3 WAY FENCE POST, ON
 GH0638'TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0447 ***********************************************************************
 FH0447  DESIGNATION -  H 60
 FH0447  PID         -  FH0447
 FH0447  STATE/COUNTY-  OK/MUSKOGEE
 FH0447  COUNTRY     -  US
 FH0447  USGS QUAD   -  OKTAHA (2018)
 FH0447
 FH0447                         *CURRENT SURVEY CONTROL
 FH0447  ______________________________________________________________________
 FH0447* NAD 83(1986) POSITION- 35 37 20.     (N) 095 27 01.     (W)   SCALED
 FH0447* NAVD 88 ORTHO HEIGHT -   174.666 (meters)      573.05  (feet) ADJUSTED
 FH0447  ______________________________________________________________________
 FH0447  GEOID HEIGHT    -        -29.607 (meters)                     GEOID18
 FH0447  DYNAMIC HEIGHT  -        174.506 (meters)      572.53  (feet) COMP
 FH0447  MODELED GRAVITY -    979,711.9   (mgal)                       NAVD 88
 FH0447
 FH0447  VERT ORDER      -  SECOND    CLASS 0
 FH0447
 FH0447.The horizontal coordinates were scaled from a map and have
 FH0447.an estimated accuracy of +/- 6 seconds.
 FH0447
 FH0447.The orthometric height was determined by differential leveling and
 FH0447.adjusted by the NATIONAL GEODETIC SURVEY
 FH0447.in June 1991.
 FH0447
 FH0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0447.GEOID18 height accuracy estimate available here.
 FH0447
 FH0447.Click photographs - Photos may exist for this station.
 FH0447
 FH0447.The dynamic height is computed by dividing the NAVD 88
 FH0447.geopotential number by the normal gravity value computed on the
 FH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0447.degrees latitude (g = 980.6199 gals.).
 FH0447
 FH0447.The modeled gravity was interpolated from observed gravity values.
 FH0447
 FH0447;                    North         East    Units  Estimated Accuracy
 FH0447;SPC OK N     -    72,070.      830,960.      MT  (+/- 180 meters Scaled)
 FH0447
 FH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV780448(NAD 83)
 FH0447
 FH0447                          SUPERSEDED SURVEY CONTROL
 FH0447
 FH0447  NGVD 29 (??/??/92)  174.558  (m)          572.70   (f) ADJ UNCH    2 0
 FH0447
 FH0447.Superseded values are not recommended for survey control.
 FH0447
 FH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0447.See file dsdata.pdf to determine how the superseded data were derived.
 FH0447
 FH0447_MARKER: DB = BENCH MARK DISK
 FH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0447_STAMPING: H 60 1934
 FH0447_MARK LOGO: CGS
 FH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0447+STABILITY: SURFACE MOTION
 FH0447
 FH0447  HISTORY     - Date     Condition        Report By
 FH0447  HISTORY     - 1934     MONUMENTED       CGS
 FH0447  HISTORY     - 1960     GOOD             CGS
 FH0447  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0447
 FH0447                          STATION DESCRIPTION
 FH0447
 FH0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0447'3.7 MI NE FROM OKTAHA.
 FH0447'3.7 MILES NORTHEAST OF OKLAHA M.K. AND T.RR. STATION, SET ON THE
 FH0447'WEST SIDE, OF SOUTH RETAINING WALL, OF MISSOURI-KANSAS-TEXAS
 FH0447'RAILROAD BRIDGE NUMBER 513.4.
 FH0447
 FH0447                          STATION RECOVERY (1960)
 FH0447
 FH0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0447'RECOVERED IN GOOD CONDITION.
 FH0447
 FH0447                          STATION RECOVERY (2021)
 FH0447
 FH0447'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0447'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0465 ***********************************************************************
 DN0465  DESIGNATION -  H 61
 DN0465  PID         -  DN0465
 DN0465  STATE/COUNTY-  OK/MARSHALL
 DN0465  COUNTRY     -  US
 DN0465  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN0465
 DN0465                         *CURRENT SURVEY CONTROL
 DN0465  ______________________________________________________________________
 DN0465* NAD 83(1986) POSITION- 33 59 44.     (N) 096 42 31.     (W)   SCALED
 DN0465* NAVD 88 ORTHO HEIGHT -   235.594 (meters)      772.94  (feet) ADJUSTED
 DN0465  ______________________________________________________________________
 DN0465  GEOID HEIGHT    -        -26.378 (meters)                     GEOID18
 DN0465  DYNAMIC HEIGHT  -        235.344 (meters)      772.12  (feet) COMP
 DN0465  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 DN0465
 DN0465  VERT ORDER      -  FIRST     CLASS II
 DN0465
 DN0465.The horizontal coordinates were scaled from a map and have
 DN0465.an estimated accuracy of +/- 6 seconds.
 DN0465
 DN0465.The orthometric height was determined by differential leveling and
 DN0465.adjusted by the NATIONAL GEODETIC SURVEY
 DN0465.in June 1991.
 DN0465
 DN0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0465.GEOID18 height accuracy estimate available here.
 DN0465
 DN0465.Click photographs - Photos may exist for this station.
 DN0465
 DN0465.The dynamic height is computed by dividing the NAVD 88
 DN0465.geopotential number by the normal gravity value computed on the
 DN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0465.degrees latitude (g = 980.6199 gals.).
 DN0465
 DN0465.The modeled gravity was interpolated from observed gravity values.
 DN0465
 DN0465;                    North         East    Units  Estimated Accuracy
 DN0465;SPC OK S     -    74,220.      719,310.      MT  (+/- 180 meters Scaled)
 DN0465
 DN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC116640(NAD 83)
 DN0465
 DN0465                          SUPERSEDED SURVEY CONTROL
 DN0465
 DN0465  NGVD 29 (??/??/92)  235.551  (m)          772.80   (f) ADJ UNCH    1 2
 DN0465
 DN0465.Superseded values are not recommended for survey control.
 DN0465
 DN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0465.See file dsdata.pdf to determine how the superseded data were derived.
 DN0465
 DN0465_MARKER: DB = BENCH MARK DISK
 DN0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0465_STAMPING: H 61 1934
 DN0465_MARK LOGO: CGS
 DN0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0465+STABILITY: SURFACE MOTION
 DN0465
 DN0465  HISTORY     - Date     Condition        Report By
 DN0465  HISTORY     - 1934     MONUMENTED       CGS
 DN0465  HISTORY     - 1971     GOOD             LOCENG
 DN0465  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 DN0465
 DN0465                          STATION DESCRIPTION
 DN0465
 DN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0465'IN KINGSTON.
 DN0465'IN THE EAST PART OF TOWN AT MILE POST 610/30 ON ST. LOUIS AND SAN
 DN0465'FRANCISCO RAILROAD CROSSING.  1/2 MILE EAST OF TOWN.  NORTH OF ST. L.
 DN0465'AND S.F. TRACK 40 FEET.  30 FEET WEST OF THE CENTERLINE OF THE ROAD.
 DN0465
 DN0465                          STATION RECOVERY (1971)
 DN0465
 DN0465'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 DN0465'RECOVERED IN GOOD CONDITION.
 DN0465
 DN0465                          STATION RECOVERY (1996)
 DN0465
 DN0465'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0462 ***********************************************************************
 FH0462  DESIGNATION -  H 61
 FH0462  PID         -  FH0462
 FH0462  STATE/COUNTY-  OK/MUSKOGEE
 FH0462  COUNTRY     -  US
 FH0462  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0462
 FH0462                         *CURRENT SURVEY CONTROL
 FH0462  ______________________________________________________________________
 FH0462* NAD 83(1986) POSITION- 35 47 34.     (N) 095 20 06.     (W)   SCALED
 FH0462* NAVD 88 ORTHO HEIGHT -   161.267 (meters)      529.09  (feet) ADJUSTED
 FH0462  ______________________________________________________________________
 FH0462  GEOID HEIGHT    -        -29.418 (meters)                     GEOID18
 FH0462  DYNAMIC HEIGHT  -        161.122 (meters)      528.61  (feet) COMP
 FH0462  MODELED GRAVITY -    979,734.7   (mgal)                       NAVD 88
 FH0462
 FH0462  VERT ORDER      -  SECOND    CLASS 0
 FH0462
 FH0462.The horizontal coordinates were scaled from a map and have
 FH0462.an estimated accuracy of +/- 6 seconds.
 FH0462
 FH0462.The orthometric height was determined by differential leveling and
 FH0462.adjusted by the NATIONAL GEODETIC SURVEY
 FH0462.in June 1991.
 FH0462
 FH0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0462.GEOID18 height accuracy estimate available here.
 FH0462
 FH0462.Click photographs - Photos may exist for this station.
 FH0462
 FH0462.The dynamic height is computed by dividing the NAVD 88
 FH0462.geopotential number by the normal gravity value computed on the
 FH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0462.degrees latitude (g = 980.6199 gals.).
 FH0462
 FH0462.The modeled gravity was interpolated from observed gravity values.
 FH0462
 FH0462;                    North         East    Units  Estimated Accuracy
 FH0462;SPC OK N     -    91,270.      840,880.      MT  (+/- 180 meters Scaled)
 FH0462
 FH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV889634(NAD 83)
 FH0462
 FH0462                          SUPERSEDED SURVEY CONTROL
 FH0462
 FH0462  NGVD 29 (??/??/92)  161.162  (m)          528.75   (f) ADJ UNCH    2 0
 FH0462
 FH0462.Superseded values are not recommended for survey control.
 FH0462
 FH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0462.See file dsdata.pdf to determine how the superseded data were derived.
 FH0462
 FH0462_MARKER: DB = BENCH MARK DISK
 FH0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0462_SP_SET: BRIDGE
 FH0462_STAMPING: H 61 1934
 FH0462_MARK LOGO: CGS
 FH0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0462
 FH0462  HISTORY     - Date     Condition        Report By
 FH0462  HISTORY     - 1934     MONUMENTED       CGS
 FH0462  HISTORY     - 1960     GOOD             CGS
 FH0462
 FH0462                          STATION DESCRIPTION
 FH0462
 FH0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0462'1.2 MI S FROM WYBARK.
 FH0462'ABOUT 1.2 MILES SOUTH OF WYBARK, ALONG M.K.T. RY, FROM STATION,
 FH0462'ABOUT .2 MILE NORTH OF M.P. 500, 10.8 FEET EAST OF CENTERLINE
 FH0462'OF MISSOURI, KANSAS, TEXAS R.R., 2.3 FEET WEST OF EAST EDGE OF
 FH0462'CONCRETE RETAINING WALL.  BRONZE TABLET SET HORIZONTALLY IN
 FH0462'SOUTH RETAINING WALL TO SOUTH CONCRETE ABUTMENT TO STEEL RAILROAD
 FH0462'BRIDGE 498.8 OVER ARKANSAS RIVER.
 FH0462
 FH0462                          STATION RECOVERY (1960)
 FH0462
 FH0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0131 ***********************************************************************
 EL0131  DESIGNATION -  H 62
 EL0131  PID         -  EL0131
 EL0131  STATE/COUNTY-  OK/BRYAN
 EL0131  COUNTRY     -  US
 EL0131  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0131
 EL0131                         *CURRENT SURVEY CONTROL
 EL0131  ______________________________________________________________________
 EL0131* NAD 83(1986) POSITION- 34 00 00.     (N) 096 03 29.     (W)   SCALED
 EL0131* NAVD 88 ORTHO HEIGHT -   182.074 (meters)      597.35  (feet) ADJUSTED
 EL0131  ______________________________________________________________________
 EL0131  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 EL0131  DYNAMIC HEIGHT  -        181.887 (meters)      596.74  (feet) COMP
 EL0131  MODELED GRAVITY -    979,606.5   (mgal)                       NAVD 88
 EL0131
 EL0131  VERT ORDER      -  FIRST     CLASS II
 EL0131
 EL0131.The horizontal coordinates were scaled from a map and have
 EL0131.an estimated accuracy of +/- 6 seconds.
 EL0131
 EL0131.The orthometric height was determined by differential leveling and
 EL0131.adjusted by the NATIONAL GEODETIC SURVEY
 EL0131.in June 1991.
 EL0131
 EL0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0131.GEOID18 height accuracy estimate available here.
 EL0131
 EL0131.Click photographs - Photos may exist for this station.
 EL0131
 EL0131.The dynamic height is computed by dividing the NAVD 88
 EL0131.geopotential number by the normal gravity value computed on the
 EL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0131.degrees latitude (g = 980.6199 gals.).
 EL0131
 EL0131.The modeled gravity was interpolated from observed gravity values.
 EL0131
 EL0131;                    North         East    Units  Estimated Accuracy
 EL0131;SPC OK S     -    75,680.      779,390.      MT  (+/- 180 meters Scaled)
 EL0131
 EL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC717660(NAD 83)
 EL0131
 EL0131                          SUPERSEDED SURVEY CONTROL
 EL0131
 EL0131  NGVD 29 (??/??/92)  182.016  (m)          597.16   (f) ADJ UNCH    1 2
 EL0131
 EL0131.Superseded values are not recommended for survey control.
 EL0131
 EL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0131.See file dsdata.pdf to determine how the superseded data were derived.
 EL0131
 EL0131_MARKER: DB = BENCH MARK DISK
 EL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0131_STAMPING: H 62 1934
 EL0131_MARK LOGO: CGS
 EL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0131+STABILITY: SURFACE MOTION
 EL0131
 EL0131  HISTORY     - Date     Condition        Report By
 EL0131  HISTORY     - 1934     MONUMENTED       CGS
 EL0131  HISTORY     - 1944     GOOD
 EL0131  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0131
 EL0131                          STATION DESCRIPTION
 EL0131
 EL0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0131'1.1 MI W FROM BENNINGTON.
 EL0131'ON ST. LOUIS AND SAN FRANCISCO BETWEEN U.S. HIGHWAY AND THE
 EL0131'TRACK.  AT MILE POST 591/20.  30 FEET SOUTH OF THE TRACK, 25
 EL0131'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EL0131
 EL0131                          STATION RECOVERY (1944)
 EL0131
 EL0131'RECOVERED 1944
 EL0131'RECOVERED IN GOOD CONDITION.
 EL0131
 EL0131                          STATION RECOVERY (1986)
 EL0131
 EL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0344 ***********************************************************************
 GG0344  DESIGNATION -  H 62
 GG0344  PID         -  GG0344
 GG0344  STATE/COUNTY-  OK/MAYES
 GG0344  COUNTRY     -  US
 GG0344  USGS QUAD   -  PRYOR (2019)
 GG0344
 GG0344                         *CURRENT SURVEY CONTROL
 GG0344  ______________________________________________________________________
 GG0344* NAD 83(1986) POSITION- 36 20 51.     (N) 095 18 13.     (W)   SCALED
 GG0344* NAVD 88 ORTHO HEIGHT -   191.139 (meters)      627.10  (feet) ADJUSTED
 GG0344  ______________________________________________________________________
 GG0344  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 GG0344  DYNAMIC HEIGHT  -        190.976 (meters)      626.56  (feet) COMP
 GG0344  MODELED GRAVITY -    979,776.1   (mgal)                       NAVD 88
 GG0344
 GG0344  VERT ORDER      -  SECOND    CLASS 0
 GG0344
 GG0344.The horizontal coordinates were scaled from a map and have
 GG0344.an estimated accuracy of +/- 6 seconds.
 GG0344
 GG0344.The orthometric height was determined by differential leveling and
 GG0344.adjusted by the NATIONAL GEODETIC SURVEY
 GG0344.in June 1991.
 GG0344
 GG0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0344.GEOID18 height accuracy estimate available here.
 GG0344
 GG0344.Click photographs - Photos may exist for this station.
 GG0344
 GG0344.The dynamic height is computed by dividing the NAVD 88
 GG0344.geopotential number by the normal gravity value computed on the
 GG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0344.degrees latitude (g = 980.6199 gals.).
 GG0344
 GG0344.The modeled gravity was interpolated from observed gravity values.
 GG0344
 GG0344;                    North         East    Units  Estimated Accuracy
 GG0344;SPC OK N     -   152,870.      842,000.      MT  (+/- 180 meters Scaled)
 GG0344
 GG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA932249(NAD 83)
 GG0344
 GG0344                          SUPERSEDED SURVEY CONTROL
 GG0344
 GG0344  NGVD 29 (??/??/92)  191.026  (m)          626.72   (f) ADJ UNCH    2 0
 GG0344
 GG0344.Superseded values are not recommended for survey control.
 GG0344
 GG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0344.See file dsdata.pdf to determine how the superseded data were derived.
 GG0344
 GG0344_MARKER: DB = BENCH MARK DISK
 GG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0344_STAMPING: H 62 1934
 GG0344_MARK LOGO: CGS
 GG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0344+STABILITY: SURFACE MOTION
 GG0344
 GG0344  HISTORY     - Date     Condition        Report By
 GG0344  HISTORY     - 1934     MONUMENTED       CGS
 GG0344  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0344
 GG0344                          STATION DESCRIPTION
 GG0344
 GG0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0344'2.9 MI N FROM PRYOR.
 GG0344'2.9 MILES NORTH OF M-K-T DEPOT AT PRYOR.  0.2 MILE NORTH OF
 GG0344'MILE POST 461.  75 FEET EAST OF NEAREST RAIL OF MISSOURI-KANSAS
 GG0344'AND TEXAS RAILROAD TRACK.  65 FEET WEST OF CENTER LINE OF U.S.
 GG0344'HIGHWAY 73.
 GG0344
 GG0344                          STATION RECOVERY (1968)
 GG0344
 GG0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0550 ***********************************************************************
 EK0550  DESIGNATION -  H 63
 EK0550  PID         -  EK0550
 EK0550  STATE/COUNTY-  OK/CHOCTAW
 EK0550  COUNTRY     -  US
 EK0550  USGS QUAD   -  HUGO (2019)
 EK0550
 EK0550                         *CURRENT SURVEY CONTROL
 EK0550  ______________________________________________________________________
 EK0550* NAD 83(1986) POSITION- 34 04 59.     (N) 095 32 40.     (W)   SCALED
 EK0550* NAVD 88 ORTHO HEIGHT -   150.786 (meters)      494.70  (feet) ADJUSTED
 EK0550  ______________________________________________________________________
 EK0550  GEOID HEIGHT    -        -29.480 (meters)                     GEOID18
 EK0550  DYNAMIC HEIGHT  -        150.623 (meters)      494.17  (feet) COMP
 EK0550  MODELED GRAVITY -    979,554.6   (mgal)                       NAVD 88
 EK0550
 EK0550  VERT ORDER      -  SECOND    CLASS 0
 EK0550
 EK0550.The horizontal coordinates were scaled from a map and have
 EK0550.an estimated accuracy of +/- 6 seconds.
 EK0550
 EK0550.The orthometric height was determined by differential leveling and
 EK0550.adjusted by the NATIONAL GEODETIC SURVEY
 EK0550.in June 1991.
 EK0550
 EK0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0550.GEOID18 height accuracy estimate available here.
 EK0550
 EK0550.Click photographs - Photos may exist for this station.
 EK0550
 EK0550.The dynamic height is computed by dividing the NAVD 88
 EK0550.geopotential number by the normal gravity value computed on the
 EK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0550.degrees latitude (g = 980.6199 gals.).
 EK0550
 EK0550.The modeled gravity was interpolated from observed gravity values.
 EK0550
 EK0550;                    North         East    Units  Estimated Accuracy
 EK0550;SPC OK S     -    85,920.      826,610.      MT  (+/- 180 meters Scaled)
 EK0550
 EK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT652742(NAD 83)
 EK0550
 EK0550                          SUPERSEDED SURVEY CONTROL
 EK0550
 EK0550  NGVD 29 (??/??/92)  150.714  (m)          494.47   (f) ADJ UNCH    2 0
 EK0550
 EK0550.Superseded values are not recommended for survey control.
 EK0550
 EK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0550.See file dsdata.pdf to determine how the superseded data were derived.
 EK0550
 EK0550_MARKER: DB = BENCH MARK DISK
 EK0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0550_STAMPING: H 63 1934
 EK0550_MARK LOGO: CGS
 EK0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0550+STABILITY: SURFACE MOTION
 EK0550
 EK0550  HISTORY     - Date     Condition        Report By
 EK0550  HISTORY     - 1934     MONUMENTED       CGS
 EK0550
 EK0550                          STATION DESCRIPTION
 EK0550
 EK0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0550'5.2 MI N FROM HUGO.
 EK0550'5.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0550'THE STATION AT HUGO, CHOCTAW COUNTY, ABOUT 2 RAILS SOUTH OF THE
 EK0550'THIRTIETH POLE SOUTH OF MILEPOST 553, AND 35 FEET EAST OF THE
 EK0550'TRACK.  A STANDARD DISK, STAMPED H 63 1934 AND SET IN THE TOP
 EK0550'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0451 ***********************************************************************
 GG0451  DESIGNATION -  H 64
 GG0451  PID         -  GG0451
 GG0451  STATE/COUNTY-  OK/ROGERS
 GG0451  COUNTRY     -  US
 GG0451  USGS QUAD   -  CLAREMORE (2019)
 GG0451
 GG0451                         *CURRENT SURVEY CONTROL
 GG0451  ______________________________________________________________________
 GG0451* NAD 83(1986) POSITION- 36 18 25.     (N) 095 35 24.     (W)   SCALED
 GG0451* NAVD 88 ORTHO HEIGHT -   184.602 (meters)      605.65  (feet) ADJUSTED
 GG0451  ______________________________________________________________________
 GG0451  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 GG0451  DYNAMIC HEIGHT  -        184.444 (meters)      605.13  (feet) COMP
 GG0451  MODELED GRAVITY -    979,772.2   (mgal)                       NAVD 88
 GG0451
 GG0451  VERT ORDER      -  SECOND    CLASS 0
 GG0451
 GG0451.The horizontal coordinates were scaled from a map and have
 GG0451.an estimated accuracy of +/- 6 seconds.
 GG0451
 GG0451.The orthometric height was determined by differential leveling and
 GG0451.adjusted by the NATIONAL GEODETIC SURVEY
 GG0451.in June 1991.
 GG0451
 GG0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0451.GEOID18 height accuracy estimate available here.
 GG0451
 GG0451.Click photographs - Photos may exist for this station.
 GG0451
 GG0451.The dynamic height is computed by dividing the NAVD 88
 GG0451.geopotential number by the normal gravity value computed on the
 GG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0451.degrees latitude (g = 980.6199 gals.).
 GG0451
 GG0451.The modeled gravity was interpolated from observed gravity values.
 GG0451
 GG0451;                    North         East    Units  Estimated Accuracy
 GG0451;SPC OK N     -   147,700.      816,420.      MT  (+/- 180 meters Scaled)
 GG0451
 GG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA674211(NAD 83)
 GG0451
 GG0451                          SUPERSEDED SURVEY CONTROL
 GG0451
 GG0451  NGVD 29 (??/??/92)  184.486  (m)          605.27   (f) ADJ UNCH    2 0
 GG0451
 GG0451.Superseded values are not recommended for survey control.
 GG0451
 GG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0451.See file dsdata.pdf to determine how the superseded data were derived.
 GG0451
 GG0451_MARKER: DB = BENCH MARK DISK
 GG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0451_STAMPING: H 64 1934
 GG0451_MARK LOGO: CGS
 GG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0451+STABILITY: SURFACE MOTION
 GG0451
 GG0451  HISTORY     - Date     Condition        Report By
 GG0451  HISTORY     - 1934     MONUMENTED       CGS
 GG0451  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0451  HISTORY     - 19940813 MARK NOT FOUND   LOCENG
 GG0451
 GG0451                          STATION DESCRIPTION
 GG0451
 GG0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0451'1.5 MI E FROM CLAREMORE.
 GG0451'1.5 MILES EAST ALONG STATE HIGHWAY 20 FROM THE CITY HALL AT
 GG0451'CLAREMORE, ROGERS COUNTY, 0.3 MILE EAST OF A STEEL BRIDGE, 36
 GG0451'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE RIGHT
 GG0451'OF WAY LINE.  A STANDARD DISK, STAMPED H 64 1934 AND SET IN
 GG0451'THE TOP OF A CONCRETE POST.
 GG0451
 GG0451                          STATION RECOVERY (1994)
 GG0451
 GG0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 GG0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0338 ***********************************************************************
 DM0338  DESIGNATION -  H 65
 DM0338  PID         -  DM0338
 DM0338  STATE/COUNTY-  OK/MCCURTAIN
 DM0338  COUNTRY     -  US
 DM0338  USGS QUAD   -  HAWORTH (2019)
 DM0338
 DM0338                         *CURRENT SURVEY CONTROL
 DM0338  ______________________________________________________________________
 DM0338* NAD 83(1986) POSITION- 33 51 06.     (N) 094 43 20.     (W)   SCALED
 DM0338* NAVD 88 ORTHO HEIGHT -   117.963 (meters)      387.02  (feet) ADJUSTED
 DM0338  ______________________________________________________________________
 DM0338  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 DM0338  DYNAMIC HEIGHT  -        117.843 (meters)      386.62  (feet) COMP
 DM0338  MODELED GRAVITY -    979,614.8   (mgal)                       NAVD 88
 DM0338
 DM0338  VERT ORDER      -  FIRST     CLASS II
 DM0338
 DM0338.The horizontal coordinates were scaled from a map and have
 DM0338.an estimated accuracy of +/- 6 seconds.
 DM0338
 DM0338.The orthometric height was determined by differential leveling and
 DM0338.adjusted by the NATIONAL GEODETIC SURVEY
 DM0338.in June 1991.
 DM0338
 DM0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0338.GEOID18 height accuracy estimate available here.
 DM0338
 DM0338.Click photographs - Photos may exist for this station.
 DM0338
 DM0338.The dynamic height is computed by dividing the NAVD 88
 DM0338.geopotential number by the normal gravity value computed on the
 DM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0338.degrees latitude (g = 980.6199 gals.).
 DM0338
 DM0338.The modeled gravity was interpolated from observed gravity values.
 DM0338
 DM0338;                    North         East    Units  Estimated Accuracy
 DM0338;SPC OK S     -    62,420.      903,290.      MT  (+/- 180 meters Scaled)
 DM0338
 DM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT406470(NAD 83)
 DM0338
 DM0338                          SUPERSEDED SURVEY CONTROL
 DM0338
 DM0338  NGVD 29 (??/??/92)  117.950  (m)          386.97   (f) ADJ UNCH    1 2
 DM0338
 DM0338.Superseded values are not recommended for survey control.
 DM0338
 DM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0338.See file dsdata.pdf to determine how the superseded data were derived.
 DM0338
 DM0338_MARKER: DB = BENCH MARK DISK
 DM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0338_STAMPING: H 65 1934
 DM0338_MARK LOGO: CGS
 DM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0338+STABILITY: SURFACE MOTION
 DM0338
 DM0338  HISTORY     - Date     Condition        Report By
 DM0338  HISTORY     - 1934     MONUMENTED       CGS
 DM0338  HISTORY     - 1944     GOOD             SLSFRR
 DM0338  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0338
 DM0338                          STATION DESCRIPTION
 DM0338
 DM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0338'4.0 MI W FROM HAWORTH.
 DM0338'4.0 MILES WEST OF HAWORTH ST. L AND S. F. STATION AT KULLITUKLO
 DM0338'STATION AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  MILEPOST
 DM0338'609/20.  35 FEET SOUTH OF THE TRACK.  18 FEET WEST OF THE CENTERLINE
 DM0338'OF CROSSING.  LOW LANDS AND TIMBER.  NOTE-- TOWN IS NOW KNOWN AS KULLI
 DM0338'AND MILE POLE SHOULD READ 609+19 INSTEAD OF 609+20.  NORTHWEST CORNER
 DM0338'IS CHIPPED OFF, OTHERWISE, MARK IS IN GOOD CONDITION.
 DM0338
 DM0338                          STATION RECOVERY (1944)
 DM0338
 DM0338'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0338'RECOVERED IN GOOD CONDITION.
 DM0338
 DM0338                          STATION RECOVERY (1986)
 DM0338
 DM0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0424 ***********************************************************************
 EK0424  DESIGNATION -  H 66
 EK0424  PID         -  EK0424
 EK0424  STATE/COUNTY-  OK/PUSHMATAHA
 EK0424  COUNTRY     -  US
 EK0424  USGS QUAD   -  KIAMICHI (2019)
 EK0424
 EK0424                         *CURRENT SURVEY CONTROL
 EK0424  ______________________________________________________________________
 EK0424* NAD 83(1986) POSITION- 34 37 30.     (N) 095 12 56.     (W)   SCALED
 EK0424* NAVD 88 ORTHO HEIGHT -   176.028 (meters)      577.52  (feet) ADJUSTED
 EK0424  ______________________________________________________________________
 EK0424  GEOID HEIGHT    -        -31.625 (meters)                     GEOID18
 EK0424  DYNAMIC HEIGHT  -        175.838 (meters)      576.90  (feet) COMP
 EK0424  MODELED GRAVITY -    979,556.9   (mgal)                       NAVD 88
 EK0424
 EK0424  VERT ORDER      -  SECOND    CLASS 0
 EK0424
 EK0424.The horizontal coordinates were scaled from a map and have
 EK0424.an estimated accuracy of +/- 6 seconds.
 EK0424
 EK0424.The orthometric height was determined by differential leveling and
 EK0424.adjusted by the NATIONAL GEODETIC SURVEY
 EK0424.in June 1991.
 EK0424
 EK0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0424.GEOID18 height accuracy estimate available here.
 EK0424
 EK0424.Click photographs - Photos may exist for this station.
 EK0424
 EK0424.The dynamic height is computed by dividing the NAVD 88
 EK0424.geopotential number by the normal gravity value computed on the
 EK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0424.degrees latitude (g = 980.6199 gals.).
 EK0424
 EK0424.The modeled gravity was interpolated from observed gravity values.
 EK0424
 EK0424;                    North         East    Units  Estimated Accuracy
 EK0424;SPC OK S     -   146,800.      855,290.      MT  (+/- 180 meters Scaled)
 EK0424
 EK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU968336(NAD 83)
 EK0424
 EK0424                          SUPERSEDED SURVEY CONTROL
 EK0424
 EK0424  NGVD 29 (??/??/92)  175.932  (m)          577.20   (f) ADJ UNCH    2 0
 EK0424
 EK0424.Superseded values are not recommended for survey control.
 EK0424
 EK0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0424.See file dsdata.pdf to determine how the superseded data were derived.
 EK0424
 EK0424_MARKER: DB = BENCH MARK DISK
 EK0424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0424_SP_SET: CULVERT HEADWALL
 EK0424_STAMPING: H 66 1934
 EK0424_MARK LOGO: CGS
 EK0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0424+STABILITY: SURFACE MOTION
 EK0424
 EK0424  HISTORY     - Date     Condition        Report By
 EK0424  HISTORY     - 1934     MONUMENTED       CGS
 EK0424
 EK0424                          STATION DESCRIPTION
 EK0424
 EK0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0424'1.9 MI W FROM KIAMICHI.
 EK0424'1.9 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0424'KIAMICHI, PUSHMATAHA COUNTY, ABOUT 2 POLES EAST OF MILEPOST 498,
 EK0424'AT A CULVERT, IN THE TOP OF THE SOUTH HEAD WALL, 12 FEET SOUTH OF
 EK0424'THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 EK0424'DISK, STAMPED H 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0397 ***********************************************************************
 FH0397  DESIGNATION -  H 69
 FH0397  PID         -  FH0397
 FH0397  STATE/COUNTY-  OK/ADAIR
 FH0397  COUNTRY     -  US
 FH0397  USGS QUAD   -  STILWELL WEST (2019)
 FH0397
 FH0397                         *CURRENT SURVEY CONTROL
 FH0397  ______________________________________________________________________
 FH0397* NAD 83(1986) POSITION- 35 49 17.     (N) 094 37 29.     (W)   SCALED
 FH0397* NAVD 88 ORTHO HEIGHT -   338.476 (meters)     1110.48  (feet) ADJUSTED
 FH0397  ______________________________________________________________________
 FH0397  GEOID HEIGHT    -        -28.755 (meters)                     GEOID18
 FH0397  DYNAMIC HEIGHT  -        338.168 (meters)     1109.47  (feet) COMP
 FH0397  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 FH0397
 FH0397  VERT ORDER      -  SECOND    CLASS 0
 FH0397
 FH0397.The horizontal coordinates were scaled from a map and have
 FH0397.an estimated accuracy of +/- 6 seconds.
 FH0397
 FH0397.The orthometric height was determined by differential leveling and
 FH0397.adjusted by the NATIONAL GEODETIC SURVEY
 FH0397.in June 1991.
 FH0397
 FH0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0397.GEOID18 height accuracy estimate available here.
 FH0397
 FH0397.Click photographs - Photos may exist for this station.
 FH0397
 FH0397.The dynamic height is computed by dividing the NAVD 88
 FH0397.geopotential number by the normal gravity value computed on the
 FH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0397.degrees latitude (g = 980.6199 gals.).
 FH0397
 FH0397.The modeled gravity was interpolated from observed gravity values.
 FH0397
 FH0397;                    North         East    Units  Estimated Accuracy
 FH0397;SPC OK N     -    96,440.      904,940.      MT  (+/- 180 meters Scaled)
 FH0397
 FH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV532653(NAD 83)
 FH0397
 FH0397                          SUPERSEDED SURVEY CONTROL
 FH0397
 FH0397  NGVD 29 (??/??/92)  338.315  (m)         1109.96   (f) ADJ UNCH    2 0
 FH0397
 FH0397.Superseded values are not recommended for survey control.
 FH0397
 FH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0397.See file dsdata.pdf to determine how the superseded data were derived.
 FH0397
 FH0397_MARKER: DB = BENCH MARK DISK
 FH0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0397_STAMPING: H 69 1934
 FH0397_MARK LOGO: CGS
 FH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0397+STABILITY: SURFACE MOTION
 FH0397
 FH0397  HISTORY     - Date     Condition        Report By
 FH0397  HISTORY     - 1934     MONUMENTED       CGS
 FH0397  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0397
 FH0397                          STATION DESCRIPTION
 FH0397
 FH0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0397'AT STILWELL.
 FH0397'IN THE NORTH PART OF STILWELL ON KANSAS CITY SOUTHERN RAILROAD
 FH0397'TRACK.  100 FEET NORTH OF STOCK YARDS, IN EAST RIGHT OF WAY
 FH0397'FENCE.  NEAR LARGE ELM TREE, 75 FEET EAST OF TRACK.  MILEPOST
 FH0397'257.  (MILEAGE 257.65)
 FH0397
 FH0397                          STATION RECOVERY (1960)
 FH0397
 FH0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0465 ***********************************************************************
 GH0465  DESIGNATION -  H 7
 GH0465  PID         -  GH0465
 GH0465  STATE/COUNTY-  OK/GARFIELD
 GH0465  COUNTRY     -  US
 GH0465  USGS QUAD   -  ENID WEST (2018)
 GH0465
 GH0465                         *CURRENT SURVEY CONTROL
 GH0465  ______________________________________________________________________
 GH0465* NAD 83(1986) POSITION- 36 27 09.     (N) 097 57 42.     (W)   SCALED
 GH0465* NAVD 88 ORTHO HEIGHT -   406.840 (meters)     1334.77  (feet) ADJUSTED
 GH0465  ______________________________________________________________________
 GH0465  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 GH0465  DYNAMIC HEIGHT  -        406.482 (meters)     1333.60  (feet) COMP
 GH0465  MODELED GRAVITY -    979,740.5   (mgal)                       NAVD 88
 GH0465
 GH0465  VERT ORDER      -  FIRST     CLASS II
 GH0465
 GH0465.The horizontal coordinates were scaled from a map and have
 GH0465.an estimated accuracy of +/- 6 seconds.
 GH0465
 GH0465.The orthometric height was determined by differential leveling and
 GH0465.adjusted by the NATIONAL GEODETIC SURVEY
 GH0465.in June 1991.
 GH0465
 GH0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0465.GEOID18 height accuracy estimate available here.
 GH0465
 GH0465.Click photographs - Photos may exist for this station.
 GH0465
 GH0465.The dynamic height is computed by dividing the NAVD 88
 GH0465.geopotential number by the normal gravity value computed on the
 GH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0465.degrees latitude (g = 980.6199 gals.).
 GH0465
 GH0465.The modeled gravity was interpolated from observed gravity values.
 GH0465
 GH0465;                    North         East    Units  Estimated Accuracy
 GH0465;SPC OK N     -   161,160.      603,440.      MT  (+/- 180 meters Scaled)
 GH0465
 GH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF930346(NAD 83)
 GH0465
 GH0465                          SUPERSEDED SURVEY CONTROL
 GH0465
 GH0465  NGVD 29 (04/22/92)  406.703  (m)         1334.32   (f) ADJUSTED    1 2
 GH0465
 GH0465.Superseded values are not recommended for survey control.
 GH0465
 GH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0465.See file dsdata.pdf to determine how the superseded data were derived.
 GH0465
 GH0465_MARKER: DD = SURVEY DISK
 GH0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0465_STAMPING: H 7 1928
 GH0465_MARK LOGO: USGS
 GH0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0465+STABILITY: SURFACE MOTION
 GH0465
 GH0465  HISTORY     - Date     Condition        Report By
 GH0465  HISTORY     - 1928     MONUMENTED       USGS
 GH0465  HISTORY     - 1953     MARK NOT FOUND   CGS
 GH0465
 GH0465                          STATION DESCRIPTION
 GH0465
 GH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0465'3.8 MI SE FROM CARRIER.
 GH0465'ABOUT 3.8 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0465'RAILWAY FROM CARRIER, GARFIELD COUNTY, AT THE NORTHEAST CORNER
 GH0465'OF SE 1/4 SEC. 20, T. 23 N., R. 7 W., 46 FEET SOUTH OF THE
 GH0465'TRACK, 71 FEET WEST OF A ROAD, 4 FEET NORTHWEST OF A THREE-WAY
 GH0465'FENCE, AND NEAR A POLE MARKED U.S. 1334 P.B.M.  A UNITED STATES
 GH0465'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 7 1928 AND SET IN
 GH0465'THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED TO BE UNDER
 GH0465'3 OR 4 FEET OF DRIFTED SAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0639 ***********************************************************************
 GH0639  DESIGNATION -  H 7 G
 GH0639  PID         -  GH0639
 GH0639  STATE/COUNTY-  OK/GARFIELD
 GH0639  COUNTRY     -  US
 GH0639  USGS QUAD   -  ENID WEST (2018)
 GH0639
 GH0639                         *CURRENT SURVEY CONTROL
 GH0639  ______________________________________________________________________
 GH0639* NAD 83(1986) POSITION- 36 27 32.     (N) 097 58 45.     (W)   SCALED
 GH0639* NAVD 88 ORTHO HEIGHT -   413.380 (meters)     1356.23  (feet) ADJUSTED
 GH0639  ______________________________________________________________________
 GH0639  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 GH0639  DYNAMIC HEIGHT  -        413.016 (meters)     1355.04  (feet) COMP
 GH0639  MODELED GRAVITY -    979,739.3   (mgal)                       NAVD 88
 GH0639
 GH0639  VERT ORDER      -  FIRST     CLASS II
 GH0639
 GH0639.The horizontal coordinates were scaled from a map and have
 GH0639.an estimated accuracy of +/- 6 seconds.
 GH0639
 GH0639.The orthometric height was determined by differential leveling and
 GH0639.adjusted by the NATIONAL GEODETIC SURVEY
 GH0639.in June 1991.
 GH0639
 GH0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0639.GEOID18 height accuracy estimate available here.
 GH0639
 GH0639.Click photographs - Photos may exist for this station.
 GH0639
 GH0639.The dynamic height is computed by dividing the NAVD 88
 GH0639.geopotential number by the normal gravity value computed on the
 GH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0639.degrees latitude (g = 980.6199 gals.).
 GH0639
 GH0639.The modeled gravity was interpolated from observed gravity values.
 GH0639
 GH0639;                    North         East    Units  Estimated Accuracy
 GH0639;SPC OK N     -   161,870.      601,870.      MT  (+/- 180 meters Scaled)
 GH0639
 GH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF914353(NAD 83)
 GH0639
 GH0639                          SUPERSEDED SURVEY CONTROL
 GH0639
 GH0639  NGVD 29 (04/22/92)  413.241  (m)         1355.77   (f) ADJUSTED    1 2
 GH0639
 GH0639.Superseded values are not recommended for survey control.
 GH0639
 GH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0639.See file dsdata.pdf to determine how the superseded data were derived.
 GH0639
 GH0639_MARKER: X = CHISELED CROSS
 GH0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0639_SP_SET: TOP OF SECTION OF RAIL
 GH0639_MARK LOGO: NONE
 GH0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0639
 GH0639  HISTORY     - Date     Condition        Report By
 GH0639  HISTORY     - 1928     MONUMENTED       USGS
 GH0639
 GH0639                          STATION DESCRIPTION
 GH0639
 GH0639'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0639'4.3 KM (2.70 MI) SE FROM CARRIER.
 GH0639'CARRIER, 2.71 MILES SOUTHEAST OF, N.W. 1/4 SECTION 20, T. 23 N., R. 7
 GH0639'W., 48 FEET EAST OF ROAD AND 82 FEET SOUTH OF RAILROAD, 1 FOOT NORTH
 GH0639'BY 2 FEET EAST OF 3 WAY FENCE POST, ON TOP OF SECTION OF RAIL,
 GH0639'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0640 ***********************************************************************
 GH0640  DESIGNATION -  H 7 H
 GH0640  PID         -  GH0640
 GH0640  STATE/COUNTY-  OK/GARFIELD
 GH0640  COUNTRY     -  US
 GH0640  USGS QUAD   -  ENID WEST (2018)
 GH0640
 GH0640                         *CURRENT SURVEY CONTROL
 GH0640  ______________________________________________________________________
 GH0640* NAD 83(1986) POSITION- 36 27 48.     (N) 097 59 22.     (W)   SCALED
 GH0640* NAVD 88 ORTHO HEIGHT -   414.026 (meters)     1358.35  (feet) ADJUSTED
 GH0640  ______________________________________________________________________
 GH0640  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 GH0640  DYNAMIC HEIGHT  -        413.661 (meters)     1357.15  (feet) COMP
 GH0640  MODELED GRAVITY -    979,738.7   (mgal)                       NAVD 88
 GH0640
 GH0640  VERT ORDER      -  FIRST     CLASS II
 GH0640
 GH0640.The horizontal coordinates were scaled from a map and have
 GH0640.an estimated accuracy of +/- 6 seconds.
 GH0640
 GH0640.The orthometric height was determined by differential leveling and
 GH0640.adjusted by the NATIONAL GEODETIC SURVEY
 GH0640.in June 1991.
 GH0640
 GH0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0640.GEOID18 height accuracy estimate available here.
 GH0640
 GH0640.Click photographs - Photos may exist for this station.
 GH0640
 GH0640.The dynamic height is computed by dividing the NAVD 88
 GH0640.geopotential number by the normal gravity value computed on the
 GH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0640.degrees latitude (g = 980.6199 gals.).
 GH0640
 GH0640.The modeled gravity was interpolated from observed gravity values.
 GH0640
 GH0640;                    North         East    Units  Estimated Accuracy
 GH0640;SPC OK N     -   162,360.      600,950.      MT  (+/- 180 meters Scaled)
 GH0640
 GH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF905358(NAD 83)
 GH0640
 GH0640                          SUPERSEDED SURVEY CONTROL
 GH0640
 GH0640  NGVD 29 (04/22/92)  413.886  (m)         1357.89   (f) ADJUSTED    1 2
 GH0640
 GH0640.Superseded values are not recommended for survey control.
 GH0640
 GH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0640.See file dsdata.pdf to determine how the superseded data were derived.
 GH0640
 GH0640_MARKER: X = CHISELED CROSS
 GH0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0640_SP_SET: TOP OF SECTION OF RAIL
 GH0640_MARK LOGO: NONE
 GH0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0640
 GH0640  HISTORY     - Date     Condition        Report By
 GH0640  HISTORY     - 1928     MONUMENTED       USGS
 GH0640
 GH0640                          STATION DESCRIPTION
 GH0640
 GH0640'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0640'3.4 KM (2.10 MI) SE FROM CARRIER.
 GH0640'CARRIER, 2.16 MILES SOUTHEAST OF, S.E. 1/4 SECTION 18, T. 23 N., R. 7
 GH0640'W., 34 FEET SOUTH OF RAILROAD AND 164 FEET WEST OF ROAD, 2 FEET NORTH
 GH0640'BY 2 FEET WEST OF 3 WAY FENCE POST, ON TOP OF SECTION OF RAIL,
 GH0640'CHISELED CROSS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0641 ***********************************************************************
 GH0641  DESIGNATION -  H 7 I
 GH0641  PID         -  GH0641
 GH0641  STATE/COUNTY-  OK/GARFIELD
 GH0641  COUNTRY     -  US
 GH0641  USGS QUAD   -  ENID WEST (2018)
 GH0641
 GH0641                         *CURRENT SURVEY CONTROL
 GH0641  ______________________________________________________________________
 GH0641* NAD 83(1986) POSITION- 36 28 00.     (N) 097 59 45.     (W)   SCALED
 GH0641* NAVD 88 ORTHO HEIGHT -   411.338 (meters)     1349.53  (feet) ADJUSTED
 GH0641  ______________________________________________________________________
 GH0641  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 GH0641  DYNAMIC HEIGHT  -        410.975 (meters)     1348.34  (feet) COMP
 GH0641  MODELED GRAVITY -    979,738.3   (mgal)                       NAVD 88
 GH0641
 GH0641  VERT ORDER      -  FIRST     CLASS II
 GH0641
 GH0641.The horizontal coordinates were scaled from a map and have
 GH0641.an estimated accuracy of +/- 6 seconds.
 GH0641
 GH0641.The orthometric height was determined by differential leveling and
 GH0641.adjusted by the NATIONAL GEODETIC SURVEY
 GH0641.in June 1991.
 GH0641
 GH0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0641.GEOID18 height accuracy estimate available here.
 GH0641
 GH0641.Click photographs - Photos may exist for this station.
 GH0641
 GH0641.The dynamic height is computed by dividing the NAVD 88
 GH0641.geopotential number by the normal gravity value computed on the
 GH0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0641.degrees latitude (g = 980.6199 gals.).
 GH0641
 GH0641.The modeled gravity was interpolated from observed gravity values.
 GH0641
 GH0641;                    North         East    Units  Estimated Accuracy
 GH0641;SPC OK N     -   162,730.      600,370.      MT  (+/- 180 meters Scaled)
 GH0641
 GH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF899361(NAD 83)
 GH0641
 GH0641                          SUPERSEDED SURVEY CONTROL
 GH0641
 GH0641  NGVD 29 (04/22/92)  411.197  (m)         1349.07   (f) ADJUSTED    1 2
 GH0641
 GH0641.Superseded values are not recommended for survey control.
 GH0641
 GH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0641.See file dsdata.pdf to determine how the superseded data were derived.
 GH0641
 GH0641_MARKER: N = NAIL
 GH0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0641_SP_SET: IN ROOT OF TREE
 GH0641_MARK LOGO: USGS
 GH0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0641
 GH0641  HISTORY     - Date     Condition        Report By
 GH0641  HISTORY     - 1928     MONUMENTED       USGS
 GH0641
 GH0641                          STATION DESCRIPTION
 GH0641
 GH0641'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0641'2.7 KM (1.70 MI) SE FROM CARRIER.
 GH0641'CARRIER, 1.66 MILES SOUTHEAST OF, S.W. 1/4 SECTION 18, T. 23 N., R. 7
 GH0641'W., 52 FEET NORTH OF RAILROAD AND 107 FEET EAST OF ROAD, IN ROOT ON
 GH0641'WEST SIDE OF LONE COTTONWOOD TREE IN FENCE LINE, COPPER NAIL WITH
 GH0641'WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0186 ***********************************************************************
 GG0186  DESIGNATION -  H 70
 GG0186  PID         -  GG0186
 GG0186  STATE/COUNTY-  OK/DELAWARE
 GG0186  COUNTRY     -  US
 GG0186  USGS QUAD   -  JAY (2018)
 GG0186
 GG0186                         *CURRENT SURVEY CONTROL
 GG0186  ______________________________________________________________________
 GG0186* NAD 83(1986) POSITION- 36 25 14.0    (N) 094 47 50.0    (W)   HD_HELD2
 GG0186* NAVD 88 ORTHO HEIGHT -   315.624 (meters)     1035.51  (feet) ADJUSTED
 GG0186  ______________________________________________________________________
 GG0186  GEOID HEIGHT    -        -28.773 (meters)                     GEOID18
 GG0186  DYNAMIC HEIGHT  -        315.352 (meters)     1034.62  (feet) COMP
 GG0186  MODELED GRAVITY -    979,760.8   (mgal)                       NAVD 88
 GG0186
 GG0186  VERT ORDER      -  FIRST     CLASS II
 GG0186
 GG0186.The horizontal coordinates were established by autonomous hand held GPS
 GG0186.observations and have an estimated accuracy of +/- 10 meters.
 GG0186
 GG0186.The orthometric height was determined by differential leveling and
 GG0186.adjusted by the NATIONAL GEODETIC SURVEY
 GG0186.in August 1994.
 GG0186
 GG0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0186.GEOID18 height accuracy estimate available here.
 GG0186
 GG0186.Click photographs - Photos may exist for this station.
 GG0186
 GG0186.The dynamic height is computed by dividing the NAVD 88
 GG0186.geopotential number by the normal gravity value computed on the
 GG0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0186.degrees latitude (g = 980.6199 gals.).
 GG0186
 GG0186.The modeled gravity was interpolated from observed gravity values.
 GG0186
 GG0186;                    North         East    Units  Estimated Accuracy
 GG0186;SPC OK N     -   162,353.      887,168.      MT  (+/- 10 meters HH2 GPS)
 GG0186
 GG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3887732096(NAD 83)
 GG0186
 GG0186                          SUPERSEDED SURVEY CONTROL
 GG0186
 GG0186  NAVD 88 (06/15/91)  315.719  (m)         1035.82   (f) SUPERSEDED  1 2
 GG0186  NGVD 29 (??/??/92)  315.583  (m)         1035.38   (f) ADJ UNCH    1 2
 GG0186
 GG0186.Superseded values are not recommended for survey control.
 GG0186
 GG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0186.See file dsdata.pdf to determine how the superseded data were derived.
 GG0186
 GG0186_MARKER: DB = BENCH MARK DISK
 GG0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0186_STAMPING: H 70 1934
 GG0186_MARK LOGO: CGS
 GG0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0186+STABILITY: SURFACE MOTION
 GG0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0186+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 GG0186
 GG0186  HISTORY     - Date     Condition        Report By
 GG0186  HISTORY     - 1934     MONUMENTED       CGS
 GG0186  HISTORY     - 1960     GOOD             CGS
 GG0186  HISTORY     - 19940401 GOOD             NGS
 GG0186  HISTORY     - 19960623 GOOD             USPSQD
 GG0186
 GG0186                          STATION DESCRIPTION
 GG0186
 GG0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0186'AT JAY.
 GG0186'THIS MARK RECOVERED DUE EAST OF THE PRESENT COURT HOUSE, 14 FEET
 GG0186'NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO THE EAST
 GG0186'ENTRANCE AND 2 1/2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK ALONG
 GG0186'THE WEST SIDE OF WHITEHEAD STREET.
 GG0186
 GG0186                          STATION RECOVERY (1994)
 GG0186
 GG0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0186'IN JAY, AT THE INTERSECTION OF MAIN AND SOUTH 5TH STREETS, 62.0 M
 GG0186'(203.4 FT) SOUTH OF THE CENTERLINE OF MAIN STREET, 16.1 M (52.8 FT)
 GG0186'WEST OF AND LEVEL WITH THE CENTER OF 5TH STREET, 4.2 M (13.8 FT) NORTH
 GG0186'OF THE NORTH EDGE OF A SIDEWALK LEADING TO THE COURTHOUSE, 0.3 M
 GG0186'(1.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT
 GG0186'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 GG0186
 GG0186                          STATION RECOVERY (1996)
 GG0186
 GG0186'RECOVERY NOTE BY US POWER SQUADRON 1996
 GG0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0367 ***********************************************************************
 GL0367  DESIGNATION -  H 71
 GL0367  PID         -  GL0367
 GL0367  STATE/COUNTY-  OK/CIMARRON
 GL0367  COUNTRY     -  US
 GL0367  USGS QUAD   -  KENTON SE (2018)
 GL0367
 GL0367                         *CURRENT SURVEY CONTROL
 GL0367  ______________________________________________________________________
 GL0367* NAD 83(1986) POSITION- 36 51 09.     (N) 102 48 15.     (W)   SCALED
 GL0367* NAVD 88 ORTHO HEIGHT -  1321.723 (meters)     4336.35  (feet) ADJUSTED
 GL0367  ______________________________________________________________________
 GL0367  GEOID HEIGHT    -        -23.006 (meters)                     GEOID18
 GL0367  DYNAMIC HEIGHT  -       1320.262 (meters)     4331.56  (feet) COMP
 GL0367  MODELED GRAVITY -    979,479.7   (mgal)                       NAVD 88
 GL0367
 GL0367  VERT ORDER      -  SECOND    CLASS 0
 GL0367
 GL0367.The horizontal coordinates were scaled from a map and have
 GL0367.an estimated accuracy of +/- 6 seconds.
 GL0367
 GL0367.The orthometric height was determined by differential leveling and
 GL0367.adjusted by the NATIONAL GEODETIC SURVEY
 GL0367.in June 1991.
 GL0367
 GL0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0367.GEOID18 height accuracy estimate available here.
 GL0367
 GL0367.Click photographs - Photos may exist for this station.
 GL0367
 GL0367.The dynamic height is computed by dividing the NAVD 88
 GL0367.geopotential number by the normal gravity value computed on the
 GL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0367.degrees latitude (g = 980.6199 gals.).
 GL0367
 GL0367.The modeled gravity was interpolated from observed gravity values.
 GL0367
 GL0367;                    North         East    Units  Estimated Accuracy
 GL0367;SPC OK N     -   216,150.      171,720.      MT  (+/- 180 meters Scaled)
 GL0367
 GL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA957807(NAD 83)
 GL0367
 GL0367                          SUPERSEDED SURVEY CONTROL
 GL0367
 GL0367.No superseded survey control is available for this station.
 GL0367
 GL0367_MARKER: DB = BENCH MARK DISK
 GL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0367_STAMPING: H 71 1935
 GL0367_MARK LOGO: CGS
 GL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0367+STABILITY: SURFACE MOTION
 GL0367
 GL0367  HISTORY     - Date     Condition        Report By
 GL0367  HISTORY     - 1935     MONUMENTED       CGS
 GL0367  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0367
 GL0367                          STATION DESCRIPTION
 GL0367
 GL0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0367'11.5 MI E FROM KENTON.
 GL0367'11.5 MI. E. OF ALONG U.S. HWY. NO. 64 ABOUT 0.5 MI. N. OF THE TOP OF A
 GL0367'GRADE, ON A BROAD FLAT, AND 65 FT. E. OF THE CENTER LINE OF THE HWY.
 GL0367
 GL0367                          STATION RECOVERY (1966)
 GL0367
 GL0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0750 ***********************************************************************
 GK0750  DESIGNATION -  H 72
 GK0750  PID         -  GK0750
 GK0750  STATE/COUNTY-  OK/TEXAS
 GK0750  COUNTRY     -  US
 GK0750  USGS QUAD   -  HOUGH (2018)
 GK0750
 GK0750                         *CURRENT SURVEY CONTROL
 GK0750  ______________________________________________________________________
 GK0750* NAD 83(1986) POSITION- 36 45 46.     (N) 101 36 01.     (W)   SCALED
 GK0750* NAVD 88 ORTHO HEIGHT -   980.103 (meters)     3215.55  (feet) ADJUSTED
 GK0750  ______________________________________________________________________
 GK0750  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 GK0750  DYNAMIC HEIGHT  -        979.091 (meters)     3212.23  (feet) COMP
 GK0750  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 GK0750
 GK0750  VERT ORDER      -  SECOND    CLASS 0
 GK0750
 GK0750.The horizontal coordinates were scaled from a map and have
 GK0750.an estimated accuracy of +/- 6 seconds.
 GK0750
 GK0750.The orthometric height was determined by differential leveling and
 GK0750.adjusted by the NATIONAL GEODETIC SURVEY
 GK0750.in June 1991.
 GK0750
 GK0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0750.GEOID18 height accuracy estimate available here.
 GK0750
 GK0750.Click photographs - Photos may exist for this station.
 GK0750
 GK0750.The dynamic height is computed by dividing the NAVD 88
 GK0750.geopotential number by the normal gravity value computed on the
 GK0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0750.degrees latitude (g = 980.6199 gals.).
 GK0750
 GK0750.The modeled gravity was interpolated from observed gravity values.
 GK0750
 GK0750;                    North         East    Units  Estimated Accuracy
 GK0750;SPC OK N     -   201,550.      278,610.      MT  (+/- 180 meters Scaled)
 GK0750
 GK0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF678717(NAD 83)
 GK0750
 GK0750                          SUPERSEDED SURVEY CONTROL
 GK0750
 GK0750  NGVD 29 (??/??/92)  979.662  (m)         3214.11   (f) ADJ UNCH    2 0
 GK0750
 GK0750.Superseded values are not recommended for survey control.
 GK0750
 GK0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0750.See file dsdata.pdf to determine how the superseded data were derived.
 GK0750
 GK0750_MARKER: DB = BENCH MARK DISK
 GK0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0750_STAMPING: H 72 1935
 GK0750_MARK LOGO: CGS
 GK0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0750+STABILITY: SURFACE MOTION
 GK0750
 GK0750  HISTORY     - Date     Condition        Report By
 GK0750  HISTORY     - 1935     MONUMENTED       CGS
 GK0750  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0750
 GK0750                          STATION DESCRIPTION
 GK0750
 GK0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0750'11.0 MI NW FROM GUYMON.
 GK0750'11.0 MI. N.W. OF ALONG U.S. HWY. NO. 64 2 FT. S.W. OF A FENCE CORNER,
 GK0750'AND 48 FT. N. OF THE CENTER LINE OF THE HWY.
 GK0750
 GK0750                          STATION RECOVERY (1973)
 GK0750
 GK0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0750'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0018 ***********************************************************************
 GL0018  DESIGNATION -  H 73
 GL0018  PID         -  GL0018
 GL0018  STATE/COUNTY-  OK/CIMARRON
 GL0018  COUNTRY     -  US
 GL0018  USGS QUAD   -  KEYES SW (2018)
 GL0018
 GL0018                         *CURRENT SURVEY CONTROL
 GL0018  ______________________________________________________________________
 GL0018* NAD 83(1986) POSITION- 36 45 43.     (N) 102 26 45.     (W)   SCALED
 GL0018* NAVD 88 ORTHO HEIGHT -  1252.489 (meters)     4109.21  (feet) ADJUSTED
 GL0018  ______________________________________________________________________
 GL0018  GEOID HEIGHT    -        -23.892 (meters)                     GEOID18
 GL0018  DYNAMIC HEIGHT  -       1251.124 (meters)     4104.73  (feet) COMP
 GL0018  MODELED GRAVITY -    979,497.7   (mgal)                       NAVD 88
 GL0018
 GL0018  VERT ORDER      -  SECOND    CLASS 0
 GL0018
 GL0018.The horizontal coordinates were scaled from a map and have
 GL0018.an estimated accuracy of +/- 6 seconds.
 GL0018
 GL0018.The orthometric height was determined by differential leveling and
 GL0018.adjusted by the NATIONAL GEODETIC SURVEY
 GL0018.in June 1991.
 GL0018
 GL0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0018.GEOID18 height accuracy estimate available here.
 GL0018
 GL0018.Click photographs - Photos may exist for this station.
 GL0018
 GL0018.The dynamic height is computed by dividing the NAVD 88
 GL0018.geopotential number by the normal gravity value computed on the
 GL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0018.degrees latitude (g = 980.6199 gals.).
 GL0018
 GL0018.The modeled gravity was interpolated from observed gravity values.
 GL0018
 GL0018;                    North         East    Units  Estimated Accuracy
 GL0018;SPC OK N     -   204,590.      203,180.      MT  (+/- 180 meters Scaled)
 GL0018
 GL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA279715(NAD 83)
 GL0018
 GL0018                          SUPERSEDED SURVEY CONTROL
 GL0018
 GL0018.No superseded survey control is available for this station.
 GL0018
 GL0018_MARKER: DB = BENCH MARK DISK
 GL0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0018_STAMPING: H 73 1935
 GL0018_MARK LOGO: CGS
 GL0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0018+STABILITY: SURFACE MOTION
 GL0018
 GL0018  HISTORY     - Date     Condition        Report By
 GL0018  HISTORY     - 1935     MONUMENTED       CGS
 GL0018  HISTORY     - 1971     MARK NOT FOUND   USGS
 GL0018
 GL0018                          STATION DESCRIPTION
 GL0018
 GL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0018'6.0 MI E FROM BOISE CITY.
 GL0018'6.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 65 FT. E. OF THE
 GL0018'CENTER LINE OF THE CROSS ROAD, 50 FT. S. OF THE CENTER LINE OF THE
 GL0018'HWY., AND 3 FT. W. OF A TELEPHONE POLE, NEAR THE NORTHWEST CORNER OF
 GL0018'SECTION 5, T 3 N, R 6 E.  NOTE-- 1939 REPORT--HIGHWAY 64 HAS BEEN
 GL0018'RELOCATED.  THE MARKS ARE AT ORDINARY CROSSROADS.
 GL0018
 GL0018                          STATION RECOVERY (1971)
 GL0018
 GL0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GL0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0749 ***********************************************************************
 GK0749  DESIGNATION -  H 74
 GK0749  PID         -  GK0749
 GK0749  STATE/COUNTY-  OK/TEXAS
 GK0749  COUNTRY     -  US
 GK0749  USGS QUAD   -  HOUGH (2018)
 GK0749
 GK0749                         *CURRENT SURVEY CONTROL
 GK0749  ______________________________________________________________________
 GK0749* NAD 83(1986) POSITION- 36 45 45.     (N) 101 34 47.     (W)   SCALED
 GK0749* NAVD 88 ORTHO HEIGHT -   966.944 (meters)     3172.38  (feet) ADJUSTED
 GK0749  ______________________________________________________________________
 GK0749  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 GK0749  DYNAMIC HEIGHT  -        965.947 (meters)     3169.11  (feet) COMP
 GK0749  MODELED GRAVITY -    979,567.6   (mgal)                       NAVD 88
 GK0749
 GK0749  VERT ORDER      -  SECOND    CLASS 0
 GK0749
 GK0749.The horizontal coordinates were scaled from a map and have
 GK0749.an estimated accuracy of +/- 6 seconds.
 GK0749
 GK0749.The orthometric height was determined by differential leveling and
 GK0749.adjusted by the NATIONAL GEODETIC SURVEY
 GK0749.in June 1991.
 GK0749
 GK0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0749.GEOID18 height accuracy estimate available here.
 GK0749
 GK0749.Click photographs - Photos may exist for this station.
 GK0749
 GK0749.The dynamic height is computed by dividing the NAVD 88
 GK0749.geopotential number by the normal gravity value computed on the
 GK0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0749.degrees latitude (g = 980.6199 gals.).
 GK0749
 GK0749.The modeled gravity was interpolated from observed gravity values.
 GK0749
 GK0749;                    North         East    Units  Estimated Accuracy
 GK0749;SPC OK N     -   201,450.      280,450.      MT  (+/- 180 meters Scaled)
 GK0749
 GK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF697716(NAD 83)
 GK0749
 GK0749                          SUPERSEDED SURVEY CONTROL
 GK0749
 GK0749  NGVD 29 (??/??/92)  966.504  (m)         3170.94   (f) ADJ UNCH    2 0
 GK0749
 GK0749.Superseded values are not recommended for survey control.
 GK0749
 GK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0749.See file dsdata.pdf to determine how the superseded data were derived.
 GK0749
 GK0749_MARKER: DB = BENCH MARK DISK
 GK0749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0749_SP_SET: BOX CULVERT HEADWALL
 GK0749_STAMPING: H 74 1935
 GK0749_MARK LOGO: CGS
 GK0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0749+STABILITY: SURFACE MOTION
 GK0749
 GK0749  HISTORY     - Date     Condition        Report By
 GK0749  HISTORY     - 1935     MONUMENTED       CGS
 GK0749  HISTORY     - 1965     GOOD             USGS
 GK0749
 GK0749                          STATION DESCRIPTION
 GK0749
 GK0749'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0749'9.8 MI NW FROM GUYMON.
 GK0749'GUYMON, ABOUT 9.8 MI. NORTHWEST ALONG U.S. HWY 64 AND STATE HWY 3 FROM
 GK0749'THE TEXAS COUNTY COURTHOUSE. NEAR NW COR OF SEC.  5, T-3-N, R-14-E.
 GK0749'ABOUT 0.8 MI. WEST OF A CROSSROADS.  19 FT SOUTH OF CENTER LINE OF
 GK0749'HWY.  ON THE EAST END OF A CONC.  BOX CULVERT, IN THE SOUTH CURB.  A
 GK0749'STD.  USC AND GS TABLET STAMPED H 74 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0728 ***********************************************************************
 GK0728  DESIGNATION -  H 75
 GK0728  PID         -  GK0728
 GK0728  STATE/COUNTY-  OK/TEXAS
 GK0728  COUNTRY     -  US
 GK0728  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0728
 GK0728                         *CURRENT SURVEY CONTROL
 GK0728  ______________________________________________________________________
 GK0728* NAD 83(1986) POSITION- 36 52 44.     (N) 101 54 08.     (W)   SCALED
 GK0728* NAVD 88 ORTHO HEIGHT -  1092.415 (meters)     3584.03  (feet) ADJUSTED
 GK0728  ______________________________________________________________________
 GK0728  GEOID HEIGHT    -        -25.160 (meters)                     GEOID18
 GK0728  DYNAMIC HEIGHT  -       1091.274 (meters)     3580.29  (feet) COMP
 GK0728  MODELED GRAVITY -    979,548.7   (mgal)                       NAVD 88
 GK0728
 GK0728  VERT ORDER      -  SECOND    CLASS 0
 GK0728
 GK0728.The horizontal coordinates were scaled from a map and have
 GK0728.an estimated accuracy of +/- 6 seconds.
 GK0728
 GK0728.The orthometric height was determined by differential leveling and
 GK0728.adjusted by the NATIONAL GEODETIC SURVEY
 GK0728.in June 1991.
 GK0728
 GK0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0728.GEOID18 height accuracy estimate available here.
 GK0728
 GK0728.Click photographs - Photos may exist for this station.
 GK0728
 GK0728.The dynamic height is computed by dividing the NAVD 88
 GK0728.geopotential number by the normal gravity value computed on the
 GK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0728.degrees latitude (g = 980.6199 gals.).
 GK0728
 GK0728.The modeled gravity was interpolated from observed gravity values.
 GK0728
 GK0728;                    North         East    Units  Estimated Accuracy
 GK0728;SPC OK N     -   215,470.      252,190.      MT  (+/- 180 meters Scaled)
 GK0728
 GK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF413853(NAD 83)
 GK0728
 GK0728                          SUPERSEDED SURVEY CONTROL
 GK0728
 GK0728  NGVD 29 (??/??/92) 1091.931  (m)         3582.44   (f) ADJ UNCH    2 0
 GK0728
 GK0728.Superseded values are not recommended for survey control.
 GK0728
 GK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0728.See file dsdata.pdf to determine how the superseded data were derived.
 GK0728
 GK0728_MARKER: DB = BENCH MARK DISK
 GK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0728_STAMPING: H 75 1935
 GK0728_MARK LOGO: CGS
 GK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0728+STABILITY: SURFACE MOTION
 GK0728
 GK0728  HISTORY     - Date     Condition        Report By
 GK0728  HISTORY     - 1935     MONUMENTED       CGS
 GK0728
 GK0728                          STATION DESCRIPTION
 GK0728
 GK0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0728'5.8 MI N FROM EVA.
 GK0728'5.8 MILES NORTH ALONG THE ELKHART ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0728'350 FEET NORTH OF A ROW OF POLES LEADING EAST, 48 FEET WEST OF THE
 GK0728'CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF A POLE. A STANDARD DISK,
 GK0728'STAMPED H 75 1935 AND SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0305 ***********************************************************************
 FH0305  DESIGNATION -  H 76
 FH0305  PID         -  FH0305
 FH0305  STATE/COUNTY-  OK/SEQUOYAH
 FH0305  COUNTRY     -  US
 FH0305  USGS QUAD   -  MULDROW SW (2018)
 FH0305
 FH0305                         *CURRENT SURVEY CONTROL
 FH0305  ______________________________________________________________________
 FH0305* NAD 83(1986) POSITION- 35 21 42.     (N) 094 41 33.     (W)   SCALED
 FH0305* NAVD 88 ORTHO HEIGHT -   135.282 (meters)      443.84  (feet) ADJUSTED
 FH0305  ______________________________________________________________________
 FH0305  GEOID HEIGHT    -        -30.362 (meters)                     GEOID18
 FH0305  DYNAMIC HEIGHT  -        135.154 (meters)      443.42  (feet) COMP
 FH0305  MODELED GRAVITY -    979,685.3   (mgal)                       NAVD 88
 FH0305
 FH0305  VERT ORDER      -  SECOND    CLASS 0
 FH0305
 FH0305.The horizontal coordinates were scaled from a map and have
 FH0305.an estimated accuracy of +/- 6 seconds.
 FH0305
 FH0305.The orthometric height was determined by differential leveling and
 FH0305.adjusted by the NATIONAL GEODETIC SURVEY
 FH0305.in June 1991.
 FH0305
 FH0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0305.GEOID18 height accuracy estimate available here.
 FH0305
 FH0305.Click photographs - Photos may exist for this station.
 FH0305
 FH0305.The dynamic height is computed by dividing the NAVD 88
 FH0305.geopotential number by the normal gravity value computed on the
 FH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0305.degrees latitude (g = 980.6199 gals.).
 FH0305
 FH0305.The modeled gravity was interpolated from observed gravity values.
 FH0305
 FH0305;                    North         East    Units  Estimated Accuracy
 FH0305;SPC OK N     -    45,250.      900,560.      MT  (+/- 180 meters Scaled)
 FH0305
 FH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV462144(NAD 83)
 FH0305
 FH0305                          SUPERSEDED SURVEY CONTROL
 FH0305
 FH0305  NGVD 29 (??/??/92)  135.190  (m)          443.54   (f) ADJ UNCH    2 0
 FH0305
 FH0305.Superseded values are not recommended for survey control.
 FH0305
 FH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0305.See file dsdata.pdf to determine how the superseded data were derived.
 FH0305
 FH0305_MARKER: DB = BENCH MARK DISK
 FH0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0305_SP_SET: BRIDGE WINGWALL
 FH0305_STAMPING: H 76 1940
 FH0305_MARK LOGO: CGS
 FH0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0305
 FH0305  HISTORY     - Date     Condition        Report By
 FH0305  HISTORY     - 1940     MONUMENTED       CGS
 FH0305
 FH0305                          STATION DESCRIPTION
 FH0305
 FH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0305'2 MI S FROM GANS.
 FH0305'2.0 MILES SOUTH OF RR STATION IN GANS.  TO REACH FROM RR STATION
 FH0305'IN GANS PROCEED SOUTH ON STREET IN GANS, GO 0.1 MILE, TURN
 FH0305'LEFT AT STREET INTERSECTION IN GANS AND FOLLOW GRADED ROAD
 FH0305'SOUTHEASTERLY, GO 0.3 MILE, TAKE RIGHT FORK AND FOLLOW GRADED
 FH0305'ROAD SOUTH, GO 1.5 MILES, TURN RIGHT AT CROSS ROADS, GO 0.1
 FH0305'MILE.  BENCH MARK IS ALONG GRADED COUNTY ROAD, 9.8 FEET SOUTH
 FH0305'OF CENTER LINE OF ROAD, SET HORIZONTALLY IN NORTHWEST CONCRETE
 FH0305'WING-WALL OF BRIDGE OVER SMALL CREEK.  DISK SET FLUSH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0323 ***********************************************************************
 FH0323  DESIGNATION -  H 77
 FH0323  PID         -  FH0323
 FH0323  STATE/COUNTY-  OK/SEQUOYAH
 FH0323  COUNTRY     -  US
 FH0323  USGS QUAD   -  FORT COFFEE (2018)
 FH0323
 FH0323                         *CURRENT SURVEY CONTROL
 FH0323  ______________________________________________________________________
 FH0323* NAD 83(1986) POSITION- 35 19 57.     (N) 094 32 56.     (W)   SCALED
 FH0323* NAVD 88 ORTHO HEIGHT -   129.841 (meters)      425.99  (feet) ADJUSTED
 FH0323  ______________________________________________________________________
 FH0323  GEOID HEIGHT    -        -30.424 (meters)                     GEOID18
 FH0323  DYNAMIC HEIGHT  -        129.718 (meters)      425.58  (feet) COMP
 FH0323  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 FH0323
 FH0323  VERT ORDER      -  SECOND    CLASS 0
 FH0323
 FH0323.The horizontal coordinates were scaled from a map and have
 FH0323.an estimated accuracy of +/- 6 seconds.
 FH0323
 FH0323.The orthometric height was determined by differential leveling and
 FH0323.adjusted by the NATIONAL GEODETIC SURVEY
 FH0323.in June 1991.
 FH0323
 FH0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0323.GEOID18 height accuracy estimate available here.
 FH0323
 FH0323.Click photographs - Photos may exist for this station.
 FH0323
 FH0323.The dynamic height is computed by dividing the NAVD 88
 FH0323.geopotential number by the normal gravity value computed on the
 FH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0323.degrees latitude (g = 980.6199 gals.).
 FH0323
 FH0323.The modeled gravity was interpolated from observed gravity values.
 FH0323
 FH0323;                    North         East    Units  Estimated Accuracy
 FH0323;SPC OK N     -    42,470.      913,720.      MT  (+/- 180 meters Scaled)
 FH0323
 FH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV592110(NAD 83)
 FH0323
 FH0323                          SUPERSEDED SURVEY CONTROL
 FH0323
 FH0323  NGVD 29 (??/??/92)  129.755  (m)          425.70   (f) ADJ UNCH    2 0
 FH0323
 FH0323.Superseded values are not recommended for survey control.
 FH0323
 FH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0323.See file dsdata.pdf to determine how the superseded data were derived.
 FH0323
 FH0323_MARKER: DB = BENCH MARK DISK
 FH0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0323_STAMPING: H 77 1940
 FH0323_MARK LOGO: CGS
 FH0323_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0323+STABILITY: SURFACE MOTION
 FH0323
 FH0323  HISTORY     - Date     Condition        Report By
 FH0323  HISTORY     - 1940     MONUMENTED       CGS
 FH0323  HISTORY     - 1964     MARK NOT FOUND   CGS
 FH0323
 FH0323                          STATION DESCRIPTION
 FH0323
 FH0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0323'9.6 MI SW FROM MOFFETT.
 FH0323'9.6 MILES FROM SCHOOL BUILDING AT MOFFETT SOUTHWEST.  TO REACH
 FH0323'FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON U.S. HIGHWAY
 FH0323'NO. 64, GO 4.6 MILES, TURN LEFT (SOUTH) ONTO GRAVELED ROAD, GO
 FH0323'4.0 MILES, TURN RIGHT (WEST) AT ROAD INTERSECTION AND SECTION
 FH0323'LINE, GO 1.0 MILE.  BENCH MARK IS AT ROAD INTERSECTION AND SECTION
 FH0323'CORNER, 29 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 15.6
 FH0323'FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 2 FEET SOUTHWEST
 FH0323'OF TELEPHONE BRACE POLE, 3.0 FEET NORTH OF 4X4 INCH WOOD POST
 FH0323'PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.5 FOOT.
 FH0323
 FH0323                          STATION RECOVERY (1964)
 FH0323
 FH0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 FH0323'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0593 ***********************************************************************
 FH0593  DESIGNATION -  H 78
 FH0593  PID         -  FH0593
 FH0593  STATE/COUNTY-  OK/MUSKOGEE
 FH0593  COUNTRY     -  US
 FH0593  USGS QUAD   -  STIGLER WEST (2018)
 FH0593
 FH0593                         *CURRENT SURVEY CONTROL
 FH0593  ______________________________________________________________________
 FH0593* NAD 83(1986) POSITION- 35 22 16.     (N) 095 11 03.     (W)   SCALED
 FH0593* NAVD 88 ORTHO HEIGHT -   162.538 (meters)      533.26  (feet) ADJUSTED
 FH0593  ______________________________________________________________________
 FH0593  GEOID HEIGHT    -        -30.230 (meters)                     GEOID18
 FH0593  DYNAMIC HEIGHT  -        162.384 (meters)      532.75  (feet) COMP
 FH0593  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 FH0593
 FH0593  VERT ORDER      -  SECOND    CLASS 0
 FH0593
 FH0593.The horizontal coordinates were scaled from a map and have
 FH0593.an estimated accuracy of +/- 6 seconds.
 FH0593
 FH0593.The orthometric height was determined by differential leveling and
 FH0593.adjusted by the NATIONAL GEODETIC SURVEY
 FH0593.in June 1991.
 FH0593
 FH0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0593.GEOID18 height accuracy estimate available here.
 FH0593
 FH0593.Click photographs - Photos may exist for this station.
 FH0593
 FH0593.The dynamic height is computed by dividing the NAVD 88
 FH0593.geopotential number by the normal gravity value computed on the
 FH0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0593.degrees latitude (g = 980.6199 gals.).
 FH0593
 FH0593.The modeled gravity was interpolated from observed gravity values.
 FH0593
 FH0593;                    North         East    Units  Estimated Accuracy
 FH0593;SPC OK N     -    44,890.      855,860.      MT  (+/- 180 meters Scaled)
 FH0593
 FH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV015163(NAD 83)
 FH0593
 FH0593                          SUPERSEDED SURVEY CONTROL
 FH0593
 FH0593  NGVD 29 (??/??/92)  162.429  (m)          532.90   (f) ADJ UNCH    2 0
 FH0593
 FH0593.Superseded values are not recommended for survey control.
 FH0593
 FH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0593.See file dsdata.pdf to determine how the superseded data were derived.
 FH0593
 FH0593_MARKER: DB = BENCH MARK DISK
 FH0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0593_STAMPING: H 7Q 1940
 FH0593_MARK LOGO: CGS
 FH0593_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0593+STABILITY: SURFACE MOTION
 FH0593
 FH0593  HISTORY     - Date     Condition        Report By
 FH0593  HISTORY     - 1940     MONUMENTED       CGS
 FH0593  HISTORY     - 1960     GOOD             CGS
 FH0593  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0593
 FH0593                          STATION DESCRIPTION
 FH0593
 FH0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0593'13.8 MI SW FROM WEBBERS FALLS.
 FH0593'13.8 MILES SOUTHWEST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0593'FROM POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0593'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0593'ROAD AND CONTINUE SOUTHWARD ON GRAVELED ROAD AND GRADED ROAD,
 FH0593'GO 8.1 MILES, TURN RIGHT (WEST) ONTO GRADED DIRT ROAD, GO 2.0
 FH0593'MILES, TURN LEFT (SOUTH AND SOUTHWEST) AT T-INTERSECTION ONTO
 FH0593'DIRT ROAD, GO 3.0 MILES.  BENCH MARK IS ALONG GRADED DIRT ROAD,
 FH0593'AT A WEST TO SOUTH RIGHT ANGLE TURN IN ROAD, 40 FEET SOUTHEAST
 FH0593'OF SOUTHEAST CORNER OF A SMALL HOUSE, 25 FEET NORTH OF CENTER
 FH0593'LINE OF ROAD, 3 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED
 FH0593'WHITE PROJECTING 2 FEET.  MONUMENT PROJECTS 0.5 FOOT.  NOTE-- MARK
 FH0593'IS 60 FEET EAST OF A GATE, 6 FEET EAST OF AN 8-INCH TREE AND
 FH0593'3 1/2 FEET NORTH OF THE RIGHT OF WAY FENCE.
 FH0593
 FH0593                          STATION RECOVERY (1960)
 FH0593
 FH0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0593'RECOVERED IN GOOD CONDITION.
 FH0593
 FH0593                          STATION RECOVERY (2021)
 FH0593
 FH0593'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0593'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0733 ***********************************************************************
 FH0733  DESIGNATION -  H 79
 FH0733  PID         -  FH0733
 FH0733  STATE/COUNTY-  OK/WAGONER
 FH0733  COUNTRY     -  US
 FH0733  USGS QUAD   -  RED BIRD (2018)
 FH0733
 FH0733                         *CURRENT SURVEY CONTROL
 FH0733  ______________________________________________________________________
 FH0733* NAD 83(1986) POSITION- 35 56 40.6    (N) 095 33 33.2    (W)   HD_HELD2
 FH0733* NAVD 88 ORTHO HEIGHT -   162.351 (meters)      532.65  (feet) ADJUSTED
 FH0733  ______________________________________________________________________
 FH0733  GEOID HEIGHT    -        -29.312 (meters)                     GEOID18
 FH0733  DYNAMIC HEIGHT  -        162.207 (meters)      532.17  (feet) COMP
 FH0733  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 FH0733
 FH0733  VERT ORDER      -  SECOND    CLASS 0
 FH0733
 FH0733.The horizontal coordinates were established by autonomous hand held GPS
 FH0733.observations and have an estimated accuracy of +/- 10 meters.
 FH0733
 FH0733.The orthometric height was determined by differential leveling and
 FH0733.adjusted by the NATIONAL GEODETIC SURVEY
 FH0733.in June 1991.
 FH0733
 FH0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0733.GEOID18 height accuracy estimate available here.
 FH0733
 FH0733.Click photographs - Photos may exist for this station.
 FH0733
 FH0733.The dynamic height is computed by dividing the NAVD 88
 FH0733.geopotential number by the normal gravity value computed on the
 FH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0733.degrees latitude (g = 980.6199 gals.).
 FH0733
 FH0733.The modeled gravity was interpolated from observed gravity values.
 FH0733
 FH0733;                    North         East    Units  Estimated Accuracy
 FH0733;SPC OK N     -   107,575.      820,190.      MT  (+/- 10 meters HH2 GPS)
 FH0733
 FH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6915880832(NAD 83)
 FH0733
 FH0733                          SUPERSEDED SURVEY CONTROL
 FH0733
 FH0733  NGVD 29 (??/??/92)  162.239  (m)          532.28   (f) ADJ UNCH    2 0
 FH0733
 FH0733.Superseded values are not recommended for survey control.
 FH0733
 FH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0733.See file dsdata.pdf to determine how the superseded data were derived.
 FH0733
 FH0733_MARKER: DB = BENCH MARK DISK
 FH0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0733_STAMPING: H 79 1940
 FH0733_MARK LOGO: CGS
 FH0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0733+STABILITY: SURFACE MOTION
 FH0733
 FH0733  HISTORY     - Date     Condition        Report By
 FH0733  HISTORY     - 1940     MONUMENTED       CGS
 FH0733
 FH0733                          STATION DESCRIPTION
 FH0733
 FH0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0733'5.2 MI E FROM COWETA.
 FH0733'TO REACH FROM THE COWETA CITY WATER TANK, PROCEED EASTERLY ON STATE
 FH0733'HIGHWAY NO. 51, GO 5.2 MILES.  BENCH MARK IS 276 FEET EAST OF
 FH0733'A SMALL IRON BRIDGE, 42 FEET NORTH OF CENTER LINE OF HIGHWAY,
 FH0733'3 FEET NORTH OF RIGHT OF WAY FENCE, 2.5 FEET WEST OF A 4 X 4
 FH0733'INCH WOODEN POST PAINTED WHITE PROJECTING 2 FEET.  MONUMENT
 FH0733'PROJECTS ABOUT 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0084 ***********************************************************************
 GJ0084  DESIGNATION -  H 8
 GJ0084  PID         -  GJ0084
 GJ0084  STATE/COUNTY-  OK/GARFIELD
 GJ0084  COUNTRY     -  US
 GJ0084  USGS QUAD   -  LAHOMA (2018)
 GJ0084
 GJ0084                         *CURRENT SURVEY CONTROL
 GJ0084  ______________________________________________________________________
 GJ0084* NAD 83(1986) POSITION- 36 28 29.     (N) 098 00 53.     (W)   SCALED
 GJ0084* NAVD 88 ORTHO HEIGHT -   410.682 (meters)     1347.38  (feet) ADJUSTED
 GJ0084  ______________________________________________________________________
 GJ0084  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 GJ0084  DYNAMIC HEIGHT  -        410.320 (meters)     1346.19  (feet) COMP
 GJ0084  MODELED GRAVITY -    979,738.2   (mgal)                       NAVD 88
 GJ0084
 GJ0084  VERT ORDER      -  FIRST     CLASS II
 GJ0084
 GJ0084.The horizontal coordinates were scaled from a map and have
 GJ0084.an estimated accuracy of +/- 6 seconds.
 GJ0084
 GJ0084.The orthometric height was determined by differential leveling and
 GJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0084.in June 1991.
 GJ0084
 GJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0084.GEOID18 height accuracy estimate available here.
 GJ0084
 GJ0084.Click photographs - Photos may exist for this station.
 GJ0084
 GJ0084.The dynamic height is computed by dividing the NAVD 88
 GJ0084.geopotential number by the normal gravity value computed on the
 GJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0084.degrees latitude (g = 980.6199 gals.).
 GJ0084
 GJ0084.The modeled gravity was interpolated from observed gravity values.
 GJ0084
 GJ0084;                    North         East    Units  Estimated Accuracy
 GJ0084;SPC OK N     -   163,630.      598,680.      MT  (+/- 180 meters Scaled)
 GJ0084
 GJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF882370(NAD 83)
 GJ0084
 GJ0084                          SUPERSEDED SURVEY CONTROL
 GJ0084
 GJ0084  NGVD 29 (??/??/92)  410.540  (m)         1346.91   (f) SUPERSEDED  1 2
 GJ0084  NGVD 29 (04/22/92)  410.540  (m)         1346.91   (f) ADJUSTED    1 2
 GJ0084
 GJ0084.Superseded values are not recommended for survey control.
 GJ0084
 GJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0084.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0084
 GJ0084_MARKER: DD = SURVEY DISK
 GJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0084_STAMPING: H 8 1928
 GJ0084_MARK LOGO: USGS
 GJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0084+STABILITY: SURFACE MOTION
 GJ0084
 GJ0084  HISTORY     - Date     Condition        Report By
 GJ0084  HISTORY     - 1928     MONUMENTED       USGS
 GJ0084  HISTORY     - 1953     GOOD             CGS
 GJ0084
 GJ0084                          STATION DESCRIPTION
 GJ0084
 GJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GJ0084'0.4 MI SE FROM CARRIER.
 GJ0084'0.4 MILE SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 GJ0084'FROM THE STATION AT CARRIER, AT A ROAD CROSSING, 90 FEET WEST
 GJ0084'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 64 FEET NORTH OF
 GJ0084'THE CENTER LINE OF STATE HIGHWAY 38, 43 FEET SOUTH OF THE
 GJ0084'SOUTH RAIL, 7.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 GJ0084'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GJ0084'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0196 ***********************************************************************
 FJ0196  DESIGNATION -  H 8
 FJ0196  PID         -  FJ0196
 FJ0196  STATE/COUNTY-  OK/LINCOLN
 FJ0196  COUNTRY     -  US
 FJ0196  USGS QUAD   -  CHANDLER (2018)
 FJ0196
 FJ0196                         *CURRENT SURVEY CONTROL
 FJ0196  ______________________________________________________________________
 FJ0196* NAD 83(1986) POSITION- 35 38 33.     (N) 096 53 36.     (W)   SCALED
 FJ0196* NAVD 88 ORTHO HEIGHT -   250.384 (meters)      821.47  (feet) ADJUSTED
 FJ0196  ______________________________________________________________________
 FJ0196  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 FJ0196  DYNAMIC HEIGHT  -        250.149 (meters)      820.70  (feet) COMP
 FJ0196  MODELED GRAVITY -    979,691.4   (mgal)                       NAVD 88
 FJ0196
 FJ0196  VERT ORDER      -  FIRST     CLASS II
 FJ0196
 FJ0196.The horizontal coordinates were scaled from a map and have
 FJ0196.an estimated accuracy of +/- 6 seconds.
 FJ0196
 FJ0196.The orthometric height was determined by differential leveling and
 FJ0196.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0196.in August 1994.
 FJ0196
 FJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0196.GEOID18 height accuracy estimate available here.
 FJ0196
 FJ0196.Click photographs - Photos may exist for this station.
 FJ0196
 FJ0196.The dynamic height is computed by dividing the NAVD 88
 FJ0196.geopotential number by the normal gravity value computed on the
 FJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0196.degrees latitude (g = 980.6199 gals.).
 FJ0196
 FJ0196.The modeled gravity was interpolated from observed gravity values.
 FJ0196
 FJ0196;                    North         East    Units  Estimated Accuracy
 FJ0196;SPC OK N     -    71,860.      700,230.      MT  (+/- 180 meters Scaled)
 FJ0196
 FJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE907463(NAD 83)
 FJ0196
 FJ0196                          SUPERSEDED SURVEY CONTROL
 FJ0196
 FJ0196  NAVD 88 (06/15/91)  250.390  (m)          821.49   (f) SUPERSEDED  1 2
 FJ0196  NGVD 29 (??/??/92)  250.298  (m)          821.19   (f) ADJ UNCH    1 2
 FJ0196
 FJ0196.Superseded values are not recommended for survey control.
 FJ0196
 FJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0196
 FJ0196_MARKER: DB = BENCH MARK DISK
 FJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0196_STAMPING: H 8 1933
 FJ0196_MARK LOGO: CGS
 FJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0196+STABILITY: SURFACE MOTION
 FJ0196
 FJ0196  HISTORY     - Date     Condition        Report By
 FJ0196  HISTORY     - 1933     MONUMENTED       CGS
 FJ0196  HISTORY     - 1972     GOOD
 FJ0196
 FJ0196                          STATION DESCRIPTION
 FJ0196
 FJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0196'4 MI S FROM CHANDLER.
 FJ0196'4 MILES S OF CHANDLER ON FT. S. AND W. R.R. AT MP 177/09.  20
 FJ0196'FEET N. OF TRACK AND 90 FEET W. OF OKLAHOMA HIGHWAY 18.  MARK IS
 FJ0196'STAMPED 821.186 H 8 1933.
 FJ0196
 FJ0196                          STATION RECOVERY (1972)
 FJ0196
 FJ0196'RECOVERED 1972
 FJ0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0428 ***********************************************************************
 GJ0428  DESIGNATION -  H 8 J
 GJ0428  PID         -  GJ0428
 GJ0428  STATE/COUNTY-  OK/GARFIELD
 GJ0428  COUNTRY     -  US
 GJ0428  USGS QUAD   -  LAHOMA (2018)
 GJ0428
 GJ0428                         *CURRENT SURVEY CONTROL
 GJ0428  ______________________________________________________________________
 GJ0428* NAD 83(1986) POSITION- 36 28 40.     (N) 098 01 23.     (W)   SCALED
 GJ0428* NAVD 88 ORTHO HEIGHT -   413.150 (meters)     1355.48  (feet) ADJUSTED
 GJ0428  ______________________________________________________________________
 GJ0428  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 GJ0428  DYNAMIC HEIGHT  -        412.786 (meters)     1354.28  (feet) COMP
 GJ0428  MODELED GRAVITY -    979,738.5   (mgal)                       NAVD 88
 GJ0428
 GJ0428  VERT ORDER      -  FIRST     CLASS II
 GJ0428
 GJ0428.The horizontal coordinates were scaled from a map and have
 GJ0428.an estimated accuracy of +/- 6 seconds.
 GJ0428
 GJ0428.The orthometric height was determined by differential leveling and
 GJ0428.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0428.in June 1991.
 GJ0428
 GJ0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0428.GEOID18 height accuracy estimate available here.
 GJ0428
 GJ0428.Click photographs - Photos may exist for this station.
 GJ0428
 GJ0428.The dynamic height is computed by dividing the NAVD 88
 GJ0428.geopotential number by the normal gravity value computed on the
 GJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0428.degrees latitude (g = 980.6199 gals.).
 GJ0428
 GJ0428.The modeled gravity was interpolated from observed gravity values.
 GJ0428
 GJ0428;                    North         East    Units  Estimated Accuracy
 GJ0428;SPC OK N     -   163,970.      597,930.      MT  (+/- 180 meters Scaled)
 GJ0428
 GJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF875373(NAD 83)
 GJ0428
 GJ0428                          SUPERSEDED SURVEY CONTROL
 GJ0428
 GJ0428  NGVD 29 (04/22/92)  413.007  (m)         1355.01   (f) ADJUSTED    1 2
 GJ0428
 GJ0428.Superseded values are not recommended for survey control.
 GJ0428
 GJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0428.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0428
 GJ0428_MARKER: Q = CHISELED SQUARE
 GJ0428_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0428+WITH SETTING: PAVEMENT
 GJ0428_SP_SET: STATION PLATFORM
 GJ0428_MARK LOGO: NONE
 GJ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0428+STABILITY: SURFACE MOTION
 GJ0428
 GJ0428  HISTORY     - Date     Condition        Report By
 GJ0428  HISTORY     - 1928     MONUMENTED       USGS
 GJ0428
 GJ0428                          STATION DESCRIPTION
 GJ0428
 GJ0428'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0428'IN CARRIER.
 GJ0428'CARRIER, IN THE SOUTHEAST CORNER OF STATION PLATFORM, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0429 ***********************************************************************
 GJ0429  DESIGNATION -  H 8 K
 GJ0429  PID         -  GJ0429
 GJ0429  STATE/COUNTY-  OK/GARFIELD
 GJ0429  COUNTRY     -  US
 GJ0429  USGS QUAD   -  LAHOMA (2018)
 GJ0429
 GJ0429                         *CURRENT SURVEY CONTROL
 GJ0429  ______________________________________________________________________
 GJ0429* NAD 83(1986) POSITION- 36 28 54.     (N) 098 01 58.     (W)   SCALED
 GJ0429* NAVD 88 ORTHO HEIGHT -   416.892 (meters)     1367.75  (feet) ADJUSTED
 GJ0429  ______________________________________________________________________
 GJ0429  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 GJ0429  DYNAMIC HEIGHT  -        416.525 (meters)     1366.55  (feet) COMP
 GJ0429  MODELED GRAVITY -    979,739.1   (mgal)                       NAVD 88
 GJ0429
 GJ0429  VERT ORDER      -  FIRST     CLASS II
 GJ0429
 GJ0429.The horizontal coordinates were scaled from a map and have
 GJ0429.an estimated accuracy of +/- 6 seconds.
 GJ0429
 GJ0429.The orthometric height was determined by differential leveling and
 GJ0429.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0429.in June 1991.
 GJ0429
 GJ0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0429.GEOID18 height accuracy estimate available here.
 GJ0429
 GJ0429.Click photographs - Photos may exist for this station.
 GJ0429
 GJ0429.The dynamic height is computed by dividing the NAVD 88
 GJ0429.geopotential number by the normal gravity value computed on the
 GJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0429.degrees latitude (g = 980.6199 gals.).
 GJ0429
 GJ0429.The modeled gravity was interpolated from observed gravity values.
 GJ0429
 GJ0429;                    North         East    Units  Estimated Accuracy
 GJ0429;SPC OK N     -   164,400.      597,060.      MT  (+/- 180 meters Scaled)
 GJ0429
 GJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF866378(NAD 83)
 GJ0429
 GJ0429                          SUPERSEDED SURVEY CONTROL
 GJ0429
 GJ0429  NGVD 29 (04/22/92)  416.749  (m)         1367.28   (f) ADJUSTED    1 2
 GJ0429
 GJ0429.Superseded values are not recommended for survey control.
 GJ0429
 GJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0429.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0429
 GJ0429_MARKER: X = CHISELED CROSS
 GJ0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0429_SP_SET: TOP OF SECTION OF RAIL
 GJ0429_MARK LOGO: NONE
 GJ0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0429
 GJ0429  HISTORY     - Date     Condition        Report By
 GJ0429  HISTORY     - 1928     MONUMENTED       USGS
 GJ0429
 GJ0429                          STATION DESCRIPTION
 GJ0429
 GJ0429'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0429'1.0 KM (0.60 MI) NW FROM CARRIER.
 GJ0429'CARRIER, 0.62 MILES NORTHWEST OF, S.W. 1/4 SECTION 11, T. 23 N., R. 8
 GJ0429'W., 300 FEET NORTH OF LOCUST GROVE SCHOOLHOUSE, 48 FEET SOUTH OF
 GJ0429'TRACK AND 39 FEET EAST OF ROAD, 5 FEET EAST BY 2 FEET NORTH OF THREE
 GJ0429'WAY FENCE POST, ON TOP OF SECTION OF RAIL, CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0430 ***********************************************************************
 GJ0430  DESIGNATION -  H 8 L
 GJ0430  PID         -  GJ0430
 GJ0430  STATE/COUNTY-  OK/GARFIELD
 GJ0430  COUNTRY     -  US
 GJ0430  USGS QUAD   -  LAHOMA (2018)
 GJ0430
 GJ0430                         *CURRENT SURVEY CONTROL
 GJ0430  ______________________________________________________________________
 GJ0430* NAD 83(1986) POSITION- 36 29 21.     (N) 098 03 03.     (W)   SCALED
 GJ0430* NAVD 88 ORTHO HEIGHT -   413.330 (meters)     1356.07  (feet) ADJUSTED
 GJ0430  ______________________________________________________________________
 GJ0430  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 GJ0430  DYNAMIC HEIGHT  -        412.966 (meters)     1354.87  (feet) COMP
 GJ0430  MODELED GRAVITY -    979,740.5   (mgal)                       NAVD 88
 GJ0430
 GJ0430  VERT ORDER      -  FIRST     CLASS II
 GJ0430
 GJ0430.The horizontal coordinates were scaled from a map and have
 GJ0430.an estimated accuracy of +/- 6 seconds.
 GJ0430
 GJ0430.The orthometric height was determined by differential leveling and
 GJ0430.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0430.in June 1991.
 GJ0430
 GJ0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0430.GEOID18 height accuracy estimate available here.
 GJ0430
 GJ0430.Click photographs - Photos may exist for this station.
 GJ0430
 GJ0430.The dynamic height is computed by dividing the NAVD 88
 GJ0430.geopotential number by the normal gravity value computed on the
 GJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0430.degrees latitude (g = 980.6199 gals.).
 GJ0430
 GJ0430.The modeled gravity was interpolated from observed gravity values.
 GJ0430
 GJ0430;                    North         East    Units  Estimated Accuracy
 GJ0430;SPC OK N     -   165,230.      595,450.      MT  (+/- 180 meters Scaled)
 GJ0430
 GJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF850386(NAD 83)
 GJ0430
 GJ0430                          SUPERSEDED SURVEY CONTROL
 GJ0430
 GJ0430  NGVD 29 (04/22/92)  413.186  (m)         1355.59   (f) ADJUSTED    1 2
 GJ0430
 GJ0430.Superseded values are not recommended for survey control.
 GJ0430
 GJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0430.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0430
 GJ0430_MARKER: X = CHISELED CROSS
 GJ0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0430_SP_SET: TOP OF SECTION OF RAIL
 GJ0430_MARK LOGO: NONE
 GJ0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0430
 GJ0430  HISTORY     - Date     Condition        Report By
 GJ0430  HISTORY     - 1928     MONUMENTED       USGS
 GJ0430
 GJ0430                          STATION DESCRIPTION
 GJ0430
 GJ0430'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0430'2.9 KM (1.80 MI) NW FROM CARRIER.
 GJ0430'CARRIER, 1.77 MILES NORTHWEST OF, N.E. 1/4 SECTION 9, T. 23 N., R. 8
 GJ0430'W., 47 FEET NORTH OF TRACK, AND 39 FEET WEST OF ROAD, 2 FEET SOUTH BY
 GJ0430'3 FEET WEST OF AN ANGLE IN FENCE LINE, ON TOP OF SECTION OF RAIL,
 GJ0430'CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0328 ***********************************************************************
 GL0328  DESIGNATION -  H 80
 GL0328  PID         -  GL0328
 GL0328  STATE/COUNTY-  OK/CIMARRON
 GL0328  COUNTRY     -  US
 GL0328  USGS QUAD   -  BOISE CITY (2018)
 GL0328
 GL0328                         *CURRENT SURVEY CONTROL
 GL0328  ______________________________________________________________________
 GL0328* NAD 83(1986) POSITION- 36 44 02.0    (N) 102 36 23.7    (W)   HD_HELD2
 GL0328* NAVD 88 ORTHO HEIGHT -  1296.451 (meters)     4253.44  (feet) ADJUSTED
 GL0328  ______________________________________________________________________
 GL0328  GEOID HEIGHT    -        -23.537 (meters)                     GEOID18
 GL0328  DYNAMIC HEIGHT  -       1295.019 (meters)     4248.74  (feet) COMP
 GL0328  MODELED GRAVITY -    979,482.1   (mgal)                       NAVD 88
 GL0328
 GL0328  VERT ORDER      -  SECOND    CLASS 0
 GL0328
 GL0328.The horizontal coordinates were established by autonomous hand held GPS
 GL0328.observations and have an estimated accuracy of +/- 10 meters.
 GL0328
 GL0328.The orthometric height was determined by differential leveling and
 GL0328.adjusted by the NATIONAL GEODETIC SURVEY
 GL0328.in June 1991.
 GL0328
 GL0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0328.GEOID18 height accuracy estimate available here.
 GL0328
 GL0328.Click photographs - Photos may exist for this station.
 GL0328
 GL0328.The dynamic height is computed by dividing the NAVD 88
 GL0328.geopotential number by the normal gravity value computed on the
 GL0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0328.degrees latitude (g = 980.6199 gals.).
 GL0328
 GL0328.The modeled gravity was interpolated from observed gravity values.
 GL0328
 GL0328;                    North         East    Units  Estimated Accuracy
 GL0328;SPC OK N     -   202,145.      188,693.      MT  (+/- 10 meters HH2 GPS)
 GL0328
 GL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1371468023(NAD 83)
 GL0328
 GL0328                          SUPERSEDED SURVEY CONTROL
 GL0328
 GL0328.No superseded survey control is available for this station.
 GL0328
 GL0328_MARKER: DB = BENCH MARK DISK
 GL0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0328_SP_SET: CULVERT HEADWALL
 GL0328_STAMPING: H 80 1941
 GL0328_MARK LOGO: CGS
 GL0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0328+STABILITY: SURFACE MOTION
 GL0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0328+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0328
 GL0328  HISTORY     - Date     Condition        Report By
 GL0328  HISTORY     - 1941     MONUMENTED       CGS
 GL0328  HISTORY     - 20051008 GOOD             INDIV
 GL0328
 GL0328                          STATION DESCRIPTION
 GL0328
 GL0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0328'5.3 MI W FROM BOISE CITY.
 GL0328'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0328'ON U.S. HIGHWAY NO. 64, GO 5.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0328'MARK IS AT A CROSS ROADS, SET HORIZONTALLY IN THE SOUTH END OF THE
 GL0328'EAST HEADWALL OF A CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD.  94.0
 GL0328'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 GL0328'HIGHWAY.  15.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 GL0328
 GL0328                          STATION RECOVERY (2005)
 GL0328
 GL0328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0440 ***********************************************************************
 EL0440  DESIGNATION -  H 81
 EL0440  PID         -  EL0440
 EL0440  STATE/COUNTY-  OK/CARTER
 EL0440  COUNTRY     -  US
 EL0440  USGS QUAD   -  GENE AUTRY (2018)
 EL0440
 EL0440                         *CURRENT SURVEY CONTROL
 EL0440  ______________________________________________________________________
 EL0440* NAD 83(1986) POSITION- 34 18 12.62   (N) 097 06 16.48   (W)   HD_HELD1
 EL0440* NAVD 88 ORTHO HEIGHT -   265.772 (meters)      871.95  (feet) ADJUSTED
 EL0440  ______________________________________________________________________
 EL0440  GEOID HEIGHT    -        -25.700 (meters)                     GEOID18
 EL0440  DYNAMIC HEIGHT  -        265.502 (meters)      871.07  (feet) COMP
 EL0440  MODELED GRAVITY -    979,612.3   (mgal)                       NAVD 88
 EL0440
 EL0440  VERT ORDER      -  SECOND    CLASS 0
 EL0440
 EL0440.The horizontal coordinates were determined by differentially corrected
 EL0440.hand held GPS observations or other comparable positioning techniques
 EL0440.and have an estimated accuracy of +/- 3 meters.
 EL0440
 EL0440.The orthometric height was determined by differential leveling and
 EL0440.adjusted by the NATIONAL GEODETIC SURVEY
 EL0440.in June 1991.
 EL0440
 EL0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0440.GEOID18 height accuracy estimate available here.
 EL0440
 EL0440.Click photographs - Photos may exist for this station.
 EL0440
 EL0440.The dynamic height is computed by dividing the NAVD 88
 EL0440.geopotential number by the normal gravity value computed on the
 EL0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0440.degrees latitude (g = 980.6199 gals.).
 EL0440
 EL0440.The modeled gravity was interpolated from observed gravity values.
 EL0440
 EL0440;                    North         East    Units  Estimated Accuracy
 EL0440;SPC OK S     -   107,980.1     682,422.6     MT  (+/- 3 meters HH1 GPS) 
 EL0440
 EL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7442497435(NAD 83)
 EL0440
 EL0440                          SUPERSEDED SURVEY CONTROL
 EL0440
 EL0440  NGVD 29 (??/??/92)  265.716  (m)          871.77   (f) ADJ UNCH    2 0
 EL0440
 EL0440.Superseded values are not recommended for survey control.
 EL0440
 EL0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0440.See file dsdata.pdf to determine how the superseded data were derived.
 EL0440
 EL0440_MARKER: DB = BENCH MARK DISK
 EL0440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0440_SP_SET: CULVERT HEADWALL
 EL0440_STAMPING: H 81 1945
 EL0440_MARK LOGO: CGS
 EL0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0440+STABILITY: SURFACE MOTION
 EL0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0440+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2011
 EL0440
 EL0440  HISTORY     - Date     Condition        Report By
 EL0440  HISTORY     - 1945     MONUMENTED       CGS
 EL0440  HISTORY     - 20091212 GOOD             GEOCAC
 EL0440  HISTORY     - 20110313 GOOD             JCLS
 EL0440
 EL0440                          STATION DESCRIPTION
 EL0440
 EL0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0440'2.8 MI SE FROM SPRINGER.
 EL0440'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 EL0440'OFFICE AT SPRINGER, THENCE EAST 2.2 MILES ALONG AN ASPHALT
 EL0440'ROAD TO SITE OF MARK, BENCH MARK IS TOP OF THE WEST END OF THE
 EL0440'NORTH HEADWALL OF A 4 FT X 8 FT CONCRETE CULVERT.  AN IRON
 EL0440'DISK STAMPED H 81 1945 SET IN A DRILL HOLE IN CONCRETE HEADWALL.
 EL0440
 EL0440                          STATION RECOVERY (2009)
 EL0440
 EL0440'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0440'RECOVERED IN GOOD CONDITION.
 EL0440
 EL0440                          STATION RECOVERY (2011)
 EL0440
 EL0440'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 EL0440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0271 ***********************************************************************
 FJ0271  DESIGNATION -  H 9
 FJ0271  PID         -  FJ0271
 FJ0271  STATE/COUNTY-  OK/OKLAHOMA
 FJ0271  COUNTRY     -  US
 FJ0271  USGS QUAD   -  SPENCER (2018)
 FJ0271
 FJ0271                         *CURRENT SURVEY CONTROL
 FJ0271  ______________________________________________________________________
 FJ0271* NAD 83(1986) POSITION- 35 31 24.     (N) 097 22 45.     (W)   SCALED
 FJ0271* NAVD 88 ORTHO HEIGHT -   355.782 (meters)     1167.26  (feet) ADJUSTED
 FJ0271  ______________________________________________________________________
 FJ0271  GEOID HEIGHT    -        -27.116 (meters)                     GEOID18
 FJ0271  DYNAMIC HEIGHT  -        355.442 (meters)     1166.15  (feet) COMP
 FJ0271  MODELED GRAVITY -    979,669.8   (mgal)                       NAVD 88
 FJ0271
 FJ0271  VERT ORDER      -  FIRST     CLASS II
 FJ0271
 FJ0271.The horizontal coordinates were scaled from a map and have
 FJ0271.an estimated accuracy of +/- 6 seconds.
 FJ0271
 FJ0271.The orthometric height was determined by differential leveling and
 FJ0271.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0271.in August 1994.
 FJ0271
 FJ0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0271.GEOID18 height accuracy estimate available here.
 FJ0271
 FJ0271.Click photographs - Photos may exist for this station.
 FJ0271
 FJ0271.The dynamic height is computed by dividing the NAVD 88
 FJ0271.geopotential number by the normal gravity value computed on the
 FJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0271.degrees latitude (g = 980.6199 gals.).
 FJ0271
 FJ0271.The modeled gravity was interpolated from observed gravity values.
 FJ0271
 FJ0271;                    North         East    Units  Estimated Accuracy
 FJ0271;SPC OK N     -    58,250.      656,310.      MT  (+/- 180 meters Scaled)
 FJ0271
 FJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE469322(NAD 83)
 FJ0271
 FJ0271                          SUPERSEDED SURVEY CONTROL
 FJ0271
 FJ0271  NAVD 88 (06/15/91)  355.831  (m)         1167.42   (f) SUPERSEDED  1 2
 FJ0271  NGVD 29 (??/??/92)  355.696  (m)         1166.98   (f) ADJ UNCH    1 2
 FJ0271
 FJ0271.Superseded values are not recommended for survey control.
 FJ0271
 FJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0271.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0271
 FJ0271_MARKER: DB = BENCH MARK DISK
 FJ0271_STAMPING: H 9 1933
 FJ0271_MARK LOGO: CGS
 FJ0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0271
 FJ0271  HISTORY     - Date     Condition        Report By
 FJ0271  HISTORY     - 1933     MONUMENTED       CGS
 FJ0271  HISTORY     - 1966     MARK NOT FOUND   USGS
 FJ0271
 FJ0271                          STATION DESCRIPTION
 FJ0271
 FJ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0271'AT SPENCER.
 FJ0271'102 FT. NORTH OF DEPOT AT SPENCER.  38 FT. EAST OF CENTER LINE
 FJ0271'OF FRISCO R. R. AT M. P. 530-29 1/2 POLES.  2 1/2 FT. WEST OF
 FJ0271'FENCE
 FJ0271
 FJ0271                          STATION RECOVERY (1966)
 FJ0271
 FJ0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FJ0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0085 ***********************************************************************
 GJ0085  DESIGNATION -  H 9
 GJ0085  PID         -  GJ0085
 GJ0085  STATE/COUNTY-  OK/GARFIELD
 GJ0085  COUNTRY     -  US
 GJ0085  USGS QUAD   -  LAHOMA (2018)
 GJ0085
 GJ0085                         *CURRENT SURVEY CONTROL
 GJ0085  ______________________________________________________________________
 GJ0085* NAD 83(1986) POSITION- 36 29 49.     (N) 098 04 03.     (W)   SCALED
 GJ0085* NAVD 88 ORTHO HEIGHT -   415.008 (meters)     1361.57  (feet) ADJUSTED
 GJ0085  ______________________________________________________________________
 GJ0085  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 GJ0085  DYNAMIC HEIGHT  -        414.644 (meters)     1360.38  (feet) COMP
 GJ0085  MODELED GRAVITY -    979,741.9   (mgal)                       NAVD 88
 GJ0085
 GJ0085  VERT ORDER      -  FIRST     CLASS II
 GJ0085
 GJ0085.The horizontal coordinates were scaled from a map and have
 GJ0085.an estimated accuracy of +/- 6 seconds.
 GJ0085
 GJ0085.The orthometric height was determined by differential leveling and
 GJ0085.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0085.in June 1991.
 GJ0085
 GJ0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0085.GEOID18 height accuracy estimate available here.
 GJ0085
 GJ0085.Click photographs - Photos may exist for this station.
 GJ0085
 GJ0085.The dynamic height is computed by dividing the NAVD 88
 GJ0085.geopotential number by the normal gravity value computed on the
 GJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0085.degrees latitude (g = 980.6199 gals.).
 GJ0085
 GJ0085.The modeled gravity was interpolated from observed gravity values.
 GJ0085
 GJ0085;                    North         East    Units  Estimated Accuracy
 GJ0085;SPC OK N     -   166,100.      593,950.      MT  (+/- 180 meters Scaled)
 GJ0085
 GJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF835394(NAD 83)
 GJ0085
 GJ0085                          SUPERSEDED SURVEY CONTROL
 GJ0085
 GJ0085  NGVD 29 (04/22/92)  414.864  (m)         1361.10   (f) ADJUSTED    1 2
 GJ0085
 GJ0085.Superseded values are not recommended for survey control.
 GJ0085
 GJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0085.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0085
 GJ0085_MARKER: DD = SURVEY DISK
 GJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0085_STAMPING: H 9 1928
 GJ0085_MARK LOGO: USGS
 GJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0085+STABILITY: SURFACE MOTION
 GJ0085
 GJ0085  HISTORY     - Date     Condition        Report By
 GJ0085  HISTORY     - 1928     MONUMENTED       USGS
 GJ0085  HISTORY     - 1934     GOOD             CGS
 GJ0085  HISTORY     - 1944     GOOD             CGS
 GJ0085  HISTORY     - 1953     GOOD             CGS
 GJ0085  HISTORY     - 1978     MARK NOT FOUND   USGS
 GJ0085
 GJ0085                          STATION DESCRIPTION
 GJ0085
 GJ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0085'RECOVERED IN GOOD CONDITION.
 GJ0085
 GJ0085                          STATION RECOVERY (1944)
 GJ0085
 GJ0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0085'RECOVERED IN GOOD CONDITION.
 GJ0085
 GJ0085                          STATION RECOVERY (1953)
 GJ0085
 GJ0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GJ0085'2.9 MI NW FROM CARRIER.
 GJ0085'ABOUT 2.9 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GJ0085'RAILWAY FROM CARRIER, GARFIELD COUNTY, IN THE SW 1/4 SEC 4,
 GJ0085'T. 23 N., R. 8 W., 38 FEET EAST OF A ROAD, ABOUT 35 FEET NORTH
 GJ0085'OF THE TRACK, 4 FEET SOUTHEAST OF A THREE-WAY FENCE, AND NEAR
 GJ0085'A POLE MARKED U.S. 1361 P.B.M.  A UNITED STATES GEOLOGICAL
 GJ0085'SURVEY STANDARD DISK, STAMPED H 9 1928 AND SET IN THE TOP OF
 GJ0085'A CONCRETE POST.
 GJ0085
 GJ0085                          STATION RECOVERY (1978)
 GJ0085
 GJ0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GJ0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0431 ***********************************************************************
 GJ0431  DESIGNATION -  H 9 M
 GJ0431  PID         -  GJ0431
 GJ0431  STATE/COUNTY-  OK/GARFIELD
 GJ0431  COUNTRY     -  US
 GJ0431  USGS QUAD   -  JET SE (2018)
 GJ0431
 GJ0431                         *CURRENT SURVEY CONTROL
 GJ0431  ______________________________________________________________________
 GJ0431* NAD 83(1986) POSITION- 36 30 10.     (N) 098 05 11.     (W)   SCALED
 GJ0431* NAVD 88 ORTHO HEIGHT -   412.179 (meters)     1352.29  (feet) ADJUSTED
 GJ0431  ______________________________________________________________________
 GJ0431  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 GJ0431  DYNAMIC HEIGHT  -        411.819 (meters)     1351.11  (feet) COMP
 GJ0431  MODELED GRAVITY -    979,745.1   (mgal)                       NAVD 88
 GJ0431
 GJ0431  VERT ORDER      -  FIRST     CLASS II
 GJ0431
 GJ0431.The horizontal coordinates were scaled from a map and have
 GJ0431.an estimated accuracy of +/- 6 seconds.
 GJ0431
 GJ0431.The orthometric height was determined by differential leveling and
 GJ0431.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0431.in June 1991.
 GJ0431
 GJ0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0431.GEOID18 height accuracy estimate available here.
 GJ0431
 GJ0431.Click photographs - Photos may exist for this station.
 GJ0431
 GJ0431.The dynamic height is computed by dividing the NAVD 88
 GJ0431.geopotential number by the normal gravity value computed on the
 GJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0431.degrees latitude (g = 980.6199 gals.).
 GJ0431
 GJ0431.The modeled gravity was interpolated from observed gravity values.
 GJ0431
 GJ0431;                    North         East    Units  Estimated Accuracy
 GJ0431;SPC OK N     -   166,740.      592,260.      MT  (+/- 180 meters Scaled)
 GJ0431
 GJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF818401(NAD 83)
 GJ0431
 GJ0431                          SUPERSEDED SURVEY CONTROL
 GJ0431
 GJ0431  NGVD 29 (04/22/92)  412.036  (m)         1351.82   (f) ADJUSTED    1 2
 GJ0431
 GJ0431.Superseded values are not recommended for survey control.
 GJ0431
 GJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0431.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0431
 GJ0431_MARKER: N = NAIL
 GJ0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0431_SP_SET: IN ROOT OF TREE
 GJ0431_MARK LOGO: USGS
 GJ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0431
 GJ0431  HISTORY     - Date     Condition        Report By
 GJ0431  HISTORY     - 1928     MONUMENTED       USGS
 GJ0431
 GJ0431                          STATION DESCRIPTION
 GJ0431
 GJ0431'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GJ0431'6.4 KM (4.00 MI) NW FROM CARRIER.
 GJ0431'CARRIER, 4.01 MILES NORTHWEST OF, T. 23 N, R. 8 W., NW 1/4 SECTION 5,
 GJ0431'40 FEET NORTH OF TRACK AND 31 FEET EAST OF ROAD, IN ROOT ON SOUTH
 GJ0431'SIDE OF 12-INCH ASH TREE, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0479 ***********************************************************************
 EM0479  DESIGNATION -  H 96
 EM0479  PID         -  EM0479
 EM0479  STATE/COUNTY-  OK/HARMON
 EM0479  COUNTRY     -  US
 EM0479  USGS QUAD   -  VINSON (2018)
 EM0479
 EM0479                         *CURRENT SURVEY CONTROL
 EM0479  ______________________________________________________________________
 EM0479* NAD 83(1986) POSITION- 34 54 01.49   (N) 099 45 12.92   (W)   HD_HELD1
 EM0479* NAVD 88 ORTHO HEIGHT -   547.737 (meters)     1797.03  (feet) POSTED
 EM0479  ______________________________________________________________________
 EM0479  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 EM0479  DYNAMIC HEIGHT  -        547.15  (meters)     1795.1   (feet) COMP
 EM0479  MODELED GRAVITY -    979,542.5   (mgal)                       NAVD 88
 EM0479
 EM0479  VERT ORDER      -  * POSTED, SEE BELOW
 EM0479
 EM0479.The horizontal coordinates were determined by differentially corrected
 EM0479.hand held GPS observations or other comparable positioning techniques
 EM0479.and have an estimated accuracy of +/- 3 meters.
 EM0479
 EM0479.The orthometric height was determined by differential leveling
 EM0479.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0479
 EM0479.* This is a POSTED BENCH MARK height.
 EM0479
 EM0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0479.GEOID18 height accuracy estimate available here.
 EM0479
 EM0479.Click photographs - Photos may exist for this station.
 EM0479
 EM0479.The dynamic height is computed by dividing the NAVD 88
 EM0479.geopotential number by the normal gravity value computed on the
 EM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0479.degrees latitude (g = 980.6199 gals.).
 EM0479
 EM0479.The modeled gravity was interpolated from observed gravity values.
 EM0479
 EM0479;                    North         East    Units  Estimated Accuracy
 EM0479;SPC OK S     -   175,219.7     439,740.3     MT  (+/- 3 meters HH1 GPS) 
 EM0479
 EM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3114962258(NAD 83)
 EM0479
 EM0479                          SUPERSEDED SURVEY CONTROL
 EM0479
 EM0479  NGVD 29 (??/??/92)  547.492  (m)         1796.23   (f) ADJ UNCH    2 0
 EM0479
 EM0479.Superseded values are not recommended for survey control.
 EM0479
 EM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0479.See file dsdata.pdf to determine how the superseded data were derived.
 EM0479
 EM0479_MARKER: DB = BENCH MARK DISK
 EM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0479_STAMPING: H 96 1934
 EM0479_MARK LOGO: CGS
 EM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0479+STABILITY: SURFACE MOTION
 EM0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0479+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 EM0479
 EM0479  HISTORY     - Date     Condition        Report By
 EM0479  HISTORY     - 1934     MONUMENTED       CGS
 EM0479  HISTORY     - 1963     GOOD             CGS
 EM0479  HISTORY     - 20180712 GOOD             OKDOT
 EM0479
 EM0479                          STATION DESCRIPTION
 EM0479
 EM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0479'3.2 MI W FROM REED.
 EM0479'3.2 MI. W. OF REED ALONG STATE NO. 9 150 FT. S. OF TELEPHONE POLE NO.
 EM0479'960, 54 FT. S. OF CENTER LINE OF HWY., AND 1 FT. N. OF FENCE LINE.
 EM0479'NOTE-- BM IS BETWEEN THE 5TH AND 6TH POWER LINE POLE W OF SECTION LINE
 EM0479'CROSSROADS AT HOUSE IN THE SW ANGLE.
 EM0479
 EM0479                          STATION RECOVERY (1963)
 EM0479
 EM0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0479'RECOVERED IN GOOD CONDITION.
 EM0479
 EM0479                          STATION RECOVERY (2018)
 EM0479
 EM0479'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EM0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0246 ***********************************************************************
 EM0246  DESIGNATION -  H 97
 EM0246  PID         -  EM0246
 EM0246  STATE/COUNTY-  OK/JACKSON
 EM0246  COUNTRY     -  US
 EM0246  USGS QUAD   -  MARTHA (2018)
 EM0246
 EM0246                         *CURRENT SURVEY CONTROL
 EM0246  ______________________________________________________________________
 EM0246* NAD 83(1986) POSITION- 34 39 19.21   (N) 099 27 22.99   (W)   HD_HELD1
 EM0246* NAVD 88 ORTHO HEIGHT -   420.987 (meters)     1381.19  (feet) POSTED
 EM0246  ______________________________________________________________________
 EM0246  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 EM0246  DYNAMIC HEIGHT  -        420.53  (meters)     1379.7   (feet) COMP
 EM0246  MODELED GRAVITY -    979,545.6   (mgal)                       NAVD 88
 EM0246
 EM0246  VERT ORDER      -  * POSTED, SEE BELOW
 EM0246
 EM0246.The horizontal coordinates were determined by differentially corrected
 EM0246.hand held GPS observations or other comparable positioning techniques
 EM0246.and have an estimated accuracy of +/- 3 meters.
 EM0246
 EM0246.The orthometric height was determined by differential leveling
 EM0246.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0246
 EM0246.* This is a POSTED BENCH MARK height.
 EM0246
 EM0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0246.GEOID18 height accuracy estimate available here.
 EM0246
 EM0246.Click photographs - Photos may exist for this station.
 EM0246
 EM0246.The dynamic height is computed by dividing the NAVD 88
 EM0246.geopotential number by the normal gravity value computed on the
 EM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0246.degrees latitude (g = 980.6199 gals.).
 EM0246
 EM0246.The modeled gravity was interpolated from observed gravity values.
 EM0246
 EM0246;                    North         East    Units  Estimated Accuracy
 EM0246;SPC OK S     -   147,604.2     466,507.2     MT  (+/- 3 meters HH1 GPS) 
 EM0246
 EM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5817934916(NAD 83)
 EM0246
 EM0246                          SUPERSEDED SURVEY CONTROL
 EM0246
 EM0246  NGVD 29 (??/??/92)  420.787  (m)         1380.53   (f) ADJ UNCH    2 0
 EM0246
 EM0246.Superseded values are not recommended for survey control.
 EM0246
 EM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0246.See file dsdata.pdf to determine how the superseded data were derived.
 EM0246
 EM0246_MARKER: DB = BENCH MARK DISK
 EM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0246_STAMPING: H 97 1934
 EM0246_MARK LOGO: CGS
 EM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0246+STABILITY: SURFACE MOTION
 EM0246
 EM0246  HISTORY     - Date     Condition        Report By
 EM0246  HISTORY     - 1934     MONUMENTED       CGS
 EM0246  HISTORY     - 1963     GOOD             CGS
 EM0246
 EM0246                          STATION DESCRIPTION
 EM0246
 EM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0246'6.8 MI E FROM DUKE.
 EM0246'ABOUT 6.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0246'STATION AT DUKE, JACKSON COUNTY, AT A ROAD CROSSING, 49.0 FEET EAST OF
 EM0246'THE CENTER OF THE ROAD, 43.0 FEET NORTH OF THE NORTH RAIL, 30.0FEET
 EM0246'WEST OF A TELEPHONE POLE, AND 30.0 FEET EAST OF A FENCE CORNER. A
 EM0246'STANDARD DISK, STAMPED H 97 1934 AND SET IN THE TOP OF A CONCRETE
 EM0246'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0344 ***********************************************************************
 EK0344  DESIGNATION -  H 99
 EK0344  PID         -  EK0344
 EK0344  STATE/COUNTY-  OK/MCCURTAIN
 EK0344  COUNTRY     -  US
 EK0344  USGS QUAD   -  BATTIEST (2018)
 EK0344
 EK0344                         *CURRENT SURVEY CONTROL
 EK0344  ______________________________________________________________________
 EK0344* NAD 83(1986) POSITION- 34 23 39.     (N) 094 56 30.     (W)   SCALED
 EK0344* NAVD 88 ORTHO HEIGHT -   225.833 (meters)      740.92  (feet) ADJUSTED
 EK0344  ______________________________________________________________________
 EK0344  GEOID HEIGHT    -        -30.923 (meters)                     GEOID18
 EK0344  DYNAMIC HEIGHT  -        225.586 (meters)      740.11  (feet) COMP
 EK0344  MODELED GRAVITY -    979,536.9   (mgal)                       NAVD 88
 EK0344
 EK0344  VERT ORDER      -  SECOND    CLASS 0
 EK0344
 EK0344.The horizontal coordinates were scaled from a map and have
 EK0344.an estimated accuracy of +/- 6 seconds.
 EK0344
 EK0344.The orthometric height was determined by differential leveling and
 EK0344.adjusted by the NATIONAL GEODETIC SURVEY
 EK0344.in June 1991.
 EK0344
 EK0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0344.GEOID18 height accuracy estimate available here.
 EK0344
 EK0344.Click photographs - Photos may exist for this station.
 EK0344
 EK0344.The dynamic height is computed by dividing the NAVD 88
 EK0344.geopotential number by the normal gravity value computed on the
 EK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0344.degrees latitude (g = 980.6199 gals.).
 EK0344
 EK0344.The modeled gravity was interpolated from observed gravity values.
 EK0344
 EK0344;                    North         East    Units  Estimated Accuracy
 EK0344;SPC OK S     -   121,930.      881,170.      MT  (+/- 180 meters Scaled)
 EK0344
 EK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU215075(NAD 83)
 EK0344
 EK0344                          SUPERSEDED SURVEY CONTROL
 EK0344
 EK0344  NGVD 29 (??/??/92)  225.766  (m)          740.70   (f) ADJ UNCH    2 0
 EK0344
 EK0344.Superseded values are not recommended for survey control.
 EK0344
 EK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0344.See file dsdata.pdf to determine how the superseded data were derived.
 EK0344
 EK0344_MARKER: DB = BENCH MARK DISK
 EK0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0344_SP_SET: BRIDGE ABUTMENT
 EK0344_STAMPING: H 99 1960
 EK0344_MARK LOGO: CGS
 EK0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0344
 EK0344  HISTORY     - Date     Condition        Report By
 EK0344  HISTORY     - 1960     MONUMENTED       CGS
 EK0344
 EK0344                          STATION DESCRIPTION
 EK0344
 EK0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0344'1 MI W FROM BATTIEST.
 EK0344'ABOUT 1.0 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 EK0344'BATTIEST, IN SECTION 12, R 22 E, T 2 S, SET IN THE TOP OF THE
 EK0344'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER WEST
 EK0344'FORK CREEK, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 EK0344'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0625 ***********************************************************************
 GH0625  DESIGNATION -  H A
 GH0625  PID         -  GH0625
 GH0625  STATE/COUNTY-  OK/GARFIELD
 GH0625  COUNTRY     -  US
 GH0625  USGS QUAD   -  KREMLIN (2018)
 GH0625
 GH0625                         *CURRENT SURVEY CONTROL
 GH0625  ______________________________________________________________________
 GH0625* NAD 83(1986) POSITION- 36 32 08.     (N) 097 50 12.     (W)   SCALED
 GH0625* NAVD 88 ORTHO HEIGHT -   347.080 (meters)     1138.71  (feet) POSTED
 GH0625  ______________________________________________________________________
 GH0625  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 GH0625  DYNAMIC HEIGHT  -        346.78  (meters)     1137.7   (feet) COMP
 GH0625  MODELED GRAVITY -    979,757.4   (mgal)                       NAVD 88
 GH0625
 GH0625  VERT ORDER      -  * POSTED, SEE BELOW
 GH0625
 GH0625.The horizontal coordinates were scaled from a map and have
 GH0625.an estimated accuracy of +/- 6 seconds.
 GH0625
 GH0625.The orthometric height was determined by differential leveling
 GH0625.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0625
 GH0625.* This is a POSTED BENCH MARK height.
 GH0625
 GH0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0625.GEOID18 height accuracy estimate available here.
 GH0625
 GH0625.Click photographs - Photos may exist for this station.
 GH0625
 GH0625.The dynamic height is computed by dividing the NAVD 88
 GH0625.geopotential number by the normal gravity value computed on the
 GH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0625.degrees latitude (g = 980.6199 gals.).
 GH0625
 GH0625.The modeled gravity was interpolated from observed gravity values.
 GH0625
 GH0625;                    North         East    Units  Estimated Accuracy
 GH0625;SPC OK N     -   170,390.      614,630.      MT  (+/- 180 meters Scaled)
 GH0625
 GH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF041439(NAD 83)
 GH0625
 GH0625                          SUPERSEDED SURVEY CONTROL
 GH0625
 GH0625  NGVD 29 (04/22/92)  346.915  (m)         1138.17   (f) ADJUSTED    1 2
 GH0625
 GH0625.Superseded values are not recommended for survey control.
 GH0625
 GH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0625.See file dsdata.pdf to determine how the superseded data were derived.
 GH0625
 GH0625_MARKER: N = NAIL
 GH0625_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 GH0625_SP_SET: IN TOP OF RAILING
 GH0625_MARK LOGO: USGS
 GH0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0625
 GH0625  HISTORY     - Date     Condition        Report By
 GH0625  HISTORY     - 1928     MONUMENTED       USGS
 GH0625
 GH0625                          STATION DESCRIPTION
 GH0625
 GH0625'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0625'1.6 KM (1.00 MI) SSW FROM KREMLIN.
 GH0625'KREMLIN, 1.0 MILES SOUTHWEST OF, NEAR NORTHEAST CORNER SECTION 28, IN
 GH0625'T. 24 N., R. 6 W., 36 FEET SOUTH OF ROAD CROSSING AND MIDWAY BETWEEN
 GH0625'RAILS, IN TOP OF CATTLE GUARD RAILING, COPPER NAIL WITH WASHER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0626 ***********************************************************************
 GH0626  DESIGNATION -  H B
 GH0626  PID         -  GH0626
 GH0626  STATE/COUNTY-  OK/GARFIELD
 GH0626  COUNTRY     -  US
 GH0626  USGS QUAD   -  KREMLIN (2018)
 GH0626
 GH0626                         *CURRENT SURVEY CONTROL
 GH0626  ______________________________________________________________________
 GH0626* NAD 83(1986) POSITION- 36 31 17.     (N) 097 50 25.     (W)   SCALED
 GH0626* NAVD 88 ORTHO HEIGHT -   350.838 (meters)     1151.04  (feet) POSTED
 GH0626  ______________________________________________________________________
 GH0626  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 GH0626  DYNAMIC HEIGHT  -        350.53  (meters)     1150.0   (feet) COMP
 GH0626  MODELED GRAVITY -    979,754.9   (mgal)                       NAVD 88
 GH0626
 GH0626  VERT ORDER      -  * POSTED, SEE BELOW
 GH0626
 GH0626.The horizontal coordinates were scaled from a map and have
 GH0626.an estimated accuracy of +/- 6 seconds.
 GH0626
 GH0626.The orthometric height was determined by differential leveling
 GH0626.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0626
 GH0626.* This is a POSTED BENCH MARK height.
 GH0626
 GH0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0626.GEOID18 height accuracy estimate available here.
 GH0626
 GH0626.Click photographs - Photos may exist for this station.
 GH0626
 GH0626.The dynamic height is computed by dividing the NAVD 88
 GH0626.geopotential number by the normal gravity value computed on the
 GH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0626.degrees latitude (g = 980.6199 gals.).
 GH0626
 GH0626.The modeled gravity was interpolated from observed gravity values.
 GH0626
 GH0626;                    North         East    Units  Estimated Accuracy
 GH0626;SPC OK N     -   168,820.      614,310.      MT  (+/- 180 meters Scaled)
 GH0626
 GH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF038424(NAD 83)
 GH0626
 GH0626                          SUPERSEDED SURVEY CONTROL
 GH0626
 GH0626  NGVD 29 (04/22/92)  350.671  (m)         1150.49   (f) ADJUSTED    1 2
 GH0626
 GH0626.Superseded values are not recommended for survey control.
 GH0626
 GH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0626.See file dsdata.pdf to determine how the superseded data were derived.
 GH0626
 GH0626_MARKER: Q = CHISELED SQUARE
 GH0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GH0626_SP_SET: ON TOP OF TILE DRAIN PIPE
 GH0626_MARK LOGO: NONE
 GH0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0626
 GH0626  HISTORY     - Date     Condition        Report By
 GH0626  HISTORY     - 1928     MONUMENTED       USGS
 GH0626
 GH0626                          STATION DESCRIPTION
 GH0626
 GH0626'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0626'3.2 KM (2.00 MI) SSW FROM KREMLIN.
 GH0626'KREMLIN, 2.0 MILES SOUTHWEST OF, NEAR SOUTHEAST CORNER, SECTION 28, T.
 GH0626'24 N., R. 6 W., 14 FEET EAST OF CENTER OF C.R.I. AND P RAILWAY,
 GH0626'TRACK, AND 11 FEET NORTH OF CENTER OF ROAD ON TOP OF 24-INCH TILE
 GH0626'DRAIN PIPE, CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0844 ***********************************************************************
 GH0844  DESIGNATION -  HAHN
 GH0844  PID         -  GH0844
 GH0844  STATE/COUNTY-  OK/GARFIELD
 GH0844  COUNTRY     -  US
 GH0844  USGS QUAD   -  LAMONT SE (2018)
 GH0844
 GH0844                         *CURRENT SURVEY CONTROL
 GH0844  ______________________________________________________________________
 GH0844* NAD 83(1997) POSITION- 36 34 49.43759(N) 097 37 20.00538(W)   ADJUSTED
 GH0844* NAVD 88 ORTHO HEIGHT -   342.5   (meters)     1124.    (feet) VERTCON3
 GH0844  ______________________________________________________________________
 GH0844  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 GH0844  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 GH0844  HORZ ORDER      -  FIRST
 GH0844
 GH0844.The horizontal coordinates were established by classical geodetic methods
 GH0844.and adjusted by the National Geodetic Survey in October 1998.
 GH0844
 GH0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0844
 GH0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0844.GEOID18 height accuracy estimate available here.
 GH0844
 GH0844.Click photographs - Photos may exist for this station.
 GH0844
 GH0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0844
 GH0844. The following values were computed from the NAD 83(1997) position.
 GH0844
 GH0844;                    North         East     Units Scale Factor Converg.
 GH0844;SPC OK N     -   175,418.918   633,809.314   MT  0.99997131   +0 13 22.6
 GH0844;SPC OK N     -   575,520.23  2,079,422.72   sFT  0.99997131   +0 13 22.6
 GH0844;UTM  14      - 4,049,209.668   623,262.909   MT  0.99978719   +0 49 16.3
 GH0844
 GH0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0844!SPC OK N     -   0.99995067  x   0.99997131  =   0.99992198
 GH0844!UTM  14      -   0.99995067  x   0.99978719  =   0.99973787
 GH0844
 GH0844:                Primary Azimuth Mark                     Grid Az
 GH0844:SPC OK N     -  NUMA ELEVATOR CENTER SHAFT               003 16 51.4
 GH0844:UTM  14      -  NUMA ELEVATOR CENTER SHAFT               002 40 57.7
 GH0844
 GH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2326249209(NAD 83)
 GH0844
 GH0844|---------------------------------------------------------------------|
 GH0844| PID    Reference Object                     Distance      Geod. Az  |
 GH0844|                                                           dddmmss.s |
 GH0844| GH0824 NUMA ELEVATOR CENTER SHAFT          APPROX.24.8 KM 0033014.0 |
 GH0844| CL5312 HAHN RM                                            17950     |
 GH0844| GH0846 T24N R4W SEC 3 SW COR STONE         240.920 METERS 18145     |
 GH0844| GH0770 CROPPER EAST ELEVATOR N GABLE       APPROX.16.6 KM 2012131.0 |
 GH0844| GH0773 BRECKENRIDGE ME CHURCH SPIRE        APPROX.18.5 KM 2112125.6 |
 GH0844| GH0772 BRECKENRIDGE HIGH ELEV E GABLE      APPROX.18.8 KM 2124005.6 |
 GH0844| GH0852 HUNTER ELEVATOR CENTER              APPROX. 4.2 KM 2422405.7 |
 GH0844| GH0856 POND CREEK MUNICIPAL TANK           APPROX.18.6 KM 3020238.6 |
 GH0844|---------------------------------------------------------------------|
 GH0844
 GH0844                          SUPERSEDED SURVEY CONTROL
 GH0844
 GH0844  NAD 83(1993)-  36 34 49.43800(N)    097 37 20.00531(W) AD(       ) 1
 GH0844  NAD 83(1986)-  36 34 49.44646(N)    097 37 19.99529(W) AD(       ) 1
 GH0844  NAD 27      -  36 34 49.33300(N)    097 37 18.81600(W) AD(       ) 1
 GH0844  USSD        -  36 34 49.25400(N)    097 37 19.07300(W) AD(       ) 3
 GH0844  NGVD 29 (07/19/86)  342.4    (m)         1123.     (f) VERT ANG       
 GH0844
 GH0844.Superseded values are not recommended for survey control.
 GH0844
 GH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0844.See file dsdata.pdf to determine how the superseded data were derived.
 GH0844
 GH0844_MARKER: N = NAIL
 GH0844_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 GH0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0844
 GH0844  HISTORY     - Date     Condition        Report By
 GH0844  HISTORY     - 1902     MONUMENTED       CGS
 GH0844  HISTORY     - 1934     SEE DESCRIPTION  OKGS
 GH0844  HISTORY     - 1947     MARK NOT FOUND   CGS
 GH0844  HISTORY     - 1963     MARK NOT FOUND   CGS
 GH0844
 GH0844                          STATION DESCRIPTION
 GH0844
 GH0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 GH0844'IN SEC. 3, T. 24 N., R. 4 W., ON LAND OWNED IN 1902 BY J.K.
 GH0844'MYERS, ABOUT 241 METERS (791 FEET) NORTH OF SOUTH LINE
 GH0844'OF SECTION, 15.85 METERS (52.0 FEET) (SLOPE DISTANCE) EAST OF
 GH0844'LINE OF HEDGE ON WEST SIDE OF ROAD, AND 0.11 METER (0.4 FOOT)
 GH0844'WEST OF LINE OF POSTS ON EAST SIDE OF ROAD.  SURFACE AND
 GH0844'UNDERGROUND MARKS ARE NAILS IN THE CENTER OF TERRA-COTTA
 GH0844'PIPES, 4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH
 GH0844'AND SET IN CONCRETE.  THE UNDERGROUND MARK IS 2 FEET BELOW
 GH0844'THE SURFACE OF THE GROUND.  REFERENCE MARK IS NAIL IN THE
 GH0844'CENTER OF IRON PIPE FILLED WITH CONCRETE AND SET IN A BLOCK
 GH0844'OF CONCRETE 1 FOOT IN DIAMETER JUST WITHIN FIELD AT
 GH0844'SOUTHWEST CORNER OF SEC. 3, 0.85 METER (2.8 FEET) EAST OF
 GH0844'ROAD FENCE, 0.94 METER (3.1 FEET) NORTH OF EAST-AND-WEST
 GH0844'FENCE, AND 232.694 METERS (763.43 FEET) FROM STATION.
 GH0844'OTHER DISTANCES AND
 GH0844'BEARINGS FROM STATION ARE- SEC. 3 SW. CORNER, T. 24 N.,
 GH0844'R. 4 W., STONE, 240.92 METERS (790.4 FEET) (SLOPE DISTANCE), S 1
 GH0844'DEG 45 MIN W, TOWER OF J.A. MEIKLES WINDMILL, 5/8
 GH0844'MILE, S 7 DEG 36 MIN W, J.K. MYERS WINDMILL, 1 MILE,
 GH0844'S 84 DEG 29 MIN E, TOWER OF A.J. HAHNS WINDMILL, 3/8
 GH0844'MILE, S 73 DEG 47 MIN W.
 GH0844
 GH0844                          STATION RECOVERY (1934)
 GH0844
 GH0844'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 GH0844'STATION IS IN SEC. 3, T. 24 N, R. 4 W, ON LAND OF J.K. MYERS,
 GH0844'240.9 METERS (790 FEET) N OF THE S LINE OF THE SECTION, 15.85
 GH0844'METERS (52 FEET) E OF THE LINE OF HEDGE ON THE W SIDE OF
 GH0844'ROAD, AND 0.11 METER (0.4 FOOT) W OF A LINE OF POSTS ON THE
 GH0844'E SIDE OF THE ROAD.
 GH0844'
 GH0844'THE REFERENCE MARK IS JUST WITHIN THE FIELD AT THE SW CORNER
 GH0844'OF SEC. 3, 0.85 METER (2.8 FEET) E OF ROAD FENCE, 0.94 METER
 GH0844'(3.1 FEET) N OF E-AND-W FENCE AND 232.694 METERS (763.43 FEET)
 GH0844'FROM THE STATION S 0 DEG 10 MIN E.  OTHER
 GH0844'DISTANCES AND BEARINGS ARE AS FOLLOWS- STONE MARKING SW CORNER OF
 GH0844'SECTION 3, 240.92 METERS (790.4 FEET) S 1 DEG 45 MIN W,
 GH0844'TOWER OF J.A. MEIKLES WINDMILL 5/8 MILE, S 7 DEG 37
 GH0844'MIN W, J.K. MYERS WINDMILL 1 MILE, S 84 DEG 29 MIN E,
 GH0844'TOWER OF A.T. HAHNS WINDMILL, 3/8 MILE, S 73 DEG 47 MIN W.
 GH0844
 GH0844                          STATION RECOVERY (1947)
 GH0844
 GH0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0844'STATION WAS RECOVERED.  A REVISED DESCRIPTION FOLLOWS-
 GH0844'
 GH0844'STATION IS ABOUT 3 MILES NE OF HUNTER, IN THE E GUTTER OF
 GH0844'THE N-S ROAD NEAR THE SW CORNER OF SEC. 3, T. 24 N., R. 4 W.,
 GH0844'AND ABOUT 245 METERS N OF THE SECTION-LINE CROSSROADS.  THE
 GH0844'SURFACE MARK WAS DESTROYED BY ROAD GRADERS, BUT THE UNDERGROUND
 GH0844'MARK WAS RECOVERED IN GOOD CONDITION.  IT IS A NAIL IN THE
 GH0844'CENTER OF A 4-INCH TERRA-COTTA PIPE FILLED WITH AND SURROUNDED
 GH0844'WITH CONCRETE, ABOUT 1 FOOT BELOW THE SURFACE OF THE E GUTTER,
 GH0844'ABOUT 6 FEET W OF THE E RIGHT-OF-WAY FENCE LINE, AND DUE E
 GH0844'OF THE CAIRN OF BROKEN CONCRETE REMAINS OF THE SURFACE MARK.
 GH0844'
 GH0844'REFERENCE MARK IS A NAIL IN A 4-INCH TERRA-COTTA PIPE, FILLED
 GH0844'WITH AND SURROUNDED WITH CONCRETE, ABOUT 14 INCHES IN DIAMETER,
 GH0844'SET IN THE NE CORNER OF THE CROSSROADS, 3 FEET S OF THE LINE
 GH0844'OF THE FENCE TO THE E, AND 5 FEET W OF THE LINE OF THE FENCE
 GH0844'TO THE N.  IT IS IN THE SW CORNER OF SECTION 3 AND 232.694
 GH0844'METERS (763.43 FEET) FROM THE STATION.  S 0 DEG 10 MIN E.
 GH0844'
 GH0844'TO REACH FROM HUNTER, GO E ON THE MAIN GRADED ROAD 2.3 MILES
 GH0844'FROM THE DEPOT.  TURN LEFT HERE AND GO N 1.1 MILES TO THE
 GH0844'TOP OF THE LOW DIVIDE AND THE STATION ON THE E OR RIGHT.
 GH0844
 GH0844                          STATION RECOVERY (1963)
 GH0844
 GH0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0844'THIS STATION HAS BEEN DESTROYED.
 GH0844'
 GH0844'STATION HAHN 2 1963 WAS ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0845 ***********************************************************************
 GH0845  DESIGNATION -  HAHN 2
 GH0845  PID         -  GH0845
 GH0845  STATE/COUNTY-  OK/GARFIELD
 GH0845  COUNTRY     -  US
 GH0845  USGS QUAD   -  LAMONT SE (2018)
 GH0845
 GH0845                         *CURRENT SURVEY CONTROL
 GH0845  ______________________________________________________________________
 GH0845* NAD 83(1997) POSITION- 36 34 49.73630(N) 097 37 20.64502(W)   ADJUSTED
 GH0845* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 GH0845  ______________________________________________________________________
 GH0845  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 GH0845  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 GH0845  HORZ ORDER      -  SECOND
 GH0845
 GH0845.The horizontal coordinates were established by classical geodetic methods
 GH0845.and adjusted by the National Geodetic Survey in October 1998.
 GH0845
 GH0845.The orthometric height was scaled from a topographic map.
 GH0845
 GH0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0845.GEOID18 height accuracy estimate available here.
 GH0845
 GH0845.Click photographs - Photos may exist for this station.
 GH0845
 GH0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0845
 GH0845. The following values were computed from the NAD 83(1997) position.
 GH0845
 GH0845;                    North         East     Units Scale Factor Converg.
 GH0845;SPC OK N     -   175,428.064   633,793.377   MT  0.99997132   +0 13 22.2
 GH0845;SPC OK N     -   575,550.24  2,079,370.44   sFT  0.99997132   +0 13 22.2
 GH0845;UTM  14      - 4,049,218.645   623,246.880   MT  0.99978714   +0 49 15.9
 GH0845
 GH0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0845!SPC OK N     -   0.99995073  x   0.99997132  =   0.99992205
 GH0845!UTM  14      -   0.99995073  x   0.99978714  =   0.99973788
 GH0845
 GH0845:                Primary Azimuth Mark                     Grid Az
 GH0845:SPC OK N     -  HAHN 2 AZ MK                             110 43 13.0
 GH0845:UTM  14      -  HAHN 2 AZ MK                             110 07 19.3
 GH0845
 GH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2324649218(NAD 83)
 GH0845
 GH0845|---------------------------------------------------------------------|
 GH0845| PID    Reference Object                     Distance      Geod. Az  |
 GH0845|                                                           dddmmss.s |
 GH0845| CL5314 HAHN 2 RM 2                          38.030 METERS 02833     |
 GH0845| CL5313 HAHN 2 AZ MK                                       1105635.2 |
 GH0845| CL5315 HAHN 2 RM 3                          60.418 METERS 16222     |
 GH0845|---------------------------------------------------------------------|
 GH0845
 GH0845                          SUPERSEDED SURVEY CONTROL
 GH0845
 GH0845  NAD 83(1993)-  36 34 49.73671(N)    097 37 20.64505(W) AD(       ) 2
 GH0845  NAD 83(1986)-  36 34 49.74467(N)    097 37 20.63426(W) AD(       ) 2
 GH0845  NAD 27      -  36 34 49.62851(N)    097 37 19.45072(W) AD(       ) 2
 GH0845
 GH0845.Superseded values are not recommended for survey control.
 GH0845
 GH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0845.See file dsdata.pdf to determine how the superseded data were derived.
 GH0845
 GH0845_MARKER: DS = TRIANGULATION STATION DISK
 GH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0845_STAMPING: HAHN 2 1963
 GH0845_MARK LOGO: CGS
 GH0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0845+STABILITY: SURFACE MOTION
 GH0845
 GH0845  HISTORY     - Date     Condition        Report By
 GH0845  HISTORY     - 1963     MONUMENTED       CGS
 GH0845  HISTORY     - 1968     GOOD             CGS
 GH0845
 GH0845                          STATION DESCRIPTION
 GH0845
 GH0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0845'STATION IS ON THE WEST SIDE OF A SECTION LINE ROAD RIGHT-OF-WAY,
 GH0845'ABOUT 17-1/2 MILES NORTHEAST OF ENID, 11-1/2 MILES SOUTHEAST
 GH0845'OF POND CREEK, 9-1/2 MILES NORTH OF GARBER AND 2-1/2 MILES
 GH0845'NORTHEAST OF HUNTER.
 GH0845'
 GH0845'TO REACH FROM THE POST OFFICE IN HUNTER, GO EAST ON PAVED
 GH0845'ROAD FOR 2.1 MILES TO A CROSS ROAD.  TURN LEFT AND GO NORTH
 GH0845'ON GRAVELED ROAD FOR 1.0 MILES TO A CROSS ROAD.  (TO REACH
 GH0845'THE AZIMUTH MARK, TURN RIGHT, EAST, ON GRAVELED ROAD FOR 0.4
 GH0845'MILE TO THE AZIMUTH MARK ON THE LEFT).  CONTINUE AHEAD, NORTH,
 GH0845'ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 GH0845'
 GH0845'STATION MARK IS A STANDARD DISK, STAMPED HAHN 2 1963, SET
 GH0845'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0845'2 INCHES.  IT IS 198 FEET NORTHWEST OF A POWERLINE POLE,
 GH0845'125 FEET SOUTHWEST OF A POWERLINE POLE, 104 FEET SOUTH OF A
 GH0845'TELEPHONE LINE POLE, 28 FEET WEST OF THE CENTERLINE OF THE
 GH0845'GRAVELED ROAD AND 1.5 FEET EAST OF A WITNESS POST.
 GH0845'
 GH0845'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAHN 2 NO 2 1963,
 GH0845'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0845'2 INCHES.  IT IS 26 FEET EAST OF THE CENTERLINE OF THE ROAD,
 GH0845'2 FEET WEST OF A POWERLINE POLE AND ABOUT THE SAME ELEVATION
 GH0845'AS THE STATION.
 GH0845'
 GH0845'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HAHN 2 NO 3 1963,
 GH0845'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0845'THE GROUND SURFACE.  IT IS 25 FEET EAST OF THE CENTERLINE
 GH0845'OF THE ROAD, 5 FEET WEST OF A POWERLINE POLE AND ABOUT THE
 GH0845'SAME ELEVATION AS THE STATION.
 GH0845'
 GH0845'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAHN 2 1963, SET IN
 GH0845'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0845'GROUND SURFACE.  IT IS 35 FEET NORTH OF THE CENTERLINE OF THE
 GH0845'GRAVELED ROAD, 5 FEET WEST OF A POWERLINE POLE AND 1.6 FEET
 GH0845'SOUTH OF A WITNESS POST.
 GH0845'
 GH0845'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0845
 GH0845                          STATION RECOVERY (1968)
 GH0845
 GH0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GH0845'STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 GH0845'AND THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND
 GH0845'IN GOOD CONDITION.  THE 1963 DESCRIPTION WAS FOUND ADEQUATE
 GH0845'FOR RECOVERY.
 GH0845'
 GH0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 GH0845'NORTHEAST OF HUNTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0914 ***********************************************************************
 EK0914  DESIGNATION -  HAIRPIN
 EK0914  PID         -  EK0914
 EK0914  STATE/COUNTY-  OK/MCCURTAIN
 EK0914  COUNTRY     -  US
 EK0914  USGS QUAD   -  OLD GLORY MOUNTAIN (2018)
 EK0914
 EK0914                         *CURRENT SURVEY CONTROL
 EK0914  ______________________________________________________________________
 EK0914* NAD 83(1993) POSITION- 34 12 42.92328(N) 094 46 52.24575(W)   ADJUSTED
 EK0914* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 EK0914  ______________________________________________________________________
 EK0914  GEOID HEIGHT    -        -29.332 (meters)                     GEOID18
 EK0914  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 EK0914  HORZ ORDER      -  SECOND
 EK0914
 EK0914.The horizontal coordinates were established by classical geodetic methods
 EK0914.and adjusted by the National Geodetic Survey in November 1994.
 EK0914
 EK0914.The orthometric height was scaled from a topographic map.
 EK0914
 EK0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0914.GEOID18 height accuracy estimate available here.
 EK0914
 EK0914.Click photographs - Photos may exist for this station.
 EK0914
 EK0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0914
 EK0914. The following values were computed from the NAD 83(1993) position.
 EK0914
 EK0914;                    North         East     Units Scale Factor Converg.
 EK0914;SPC OK S     -   102,184.960   896,566.503   MT  0.99995692   +1 49 37.4
 EK0914;SPC OK S     -   335,251.82  2,941,485.27   sFT  0.99995692   +1 49 37.4
 EK0914;UTM  15      - 3,787,088.333   335,911.752   MT  0.99993190   -1 00 06.1
 EK0914
 EK0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0914!SPC OK S     -   0.99995609  x   0.99995692  =   0.99991301
 EK0914!UTM  15      -   0.99995609  x   0.99993190  =   0.99988800
 EK0914
 EK0914:                Primary Azimuth Mark                     Grid Az
 EK0914:SPC OK S     -  HAIRPIN AZ MK 2                          110 07 42.5
 EK0914:UTM  15      -  HAIRPIN AZ MK 2                          112 57 26.0
 EK0914
 EK0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3591187088(NAD 83)
 EK0914
 EK0914|---------------------------------------------------------------------|
 EK0914| PID    Reference Object                     Distance      Geod. Az  |
 EK0914|                                                           dddmmss.s |
 EK0914| EK0926 CARTER MT LOOKOUT TOWER             APPROX. 4.3 KM 0054759.7 |
 EK0914| CX5946 HAIRPIN RM 1                         11.515 METERS 04030     |
 EK0914| CX5944 HAIRPIN AZ MK                                      0704103.6 |
 EK0914| CX5945 HAIRPIN AZ MK 2                                    1115719.9 |
 EK0914| CX5947 HAIRPIN RM 2                         15.673 METERS 17555     |
 EK0914| CX5948 HAIRPIN RM 3                         10.910 METERS 31009     |
 EK0914|---------------------------------------------------------------------|
 EK0914
 EK0914                          SUPERSEDED SURVEY CONTROL
 EK0914
 EK0914  NAD 83(1986)-  34 12 42.92732(N)    094 46 52.23669(W) AD(       ) 2
 EK0914  NAD 27      -  34 12 42.54700(N)    094 46 51.44300(W) AD(       ) 2
 EK0914
 EK0914.Superseded values are not recommended for survey control.
 EK0914
 EK0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0914.See file dsdata.pdf to determine how the superseded data were derived.
 EK0914
 EK0914_MARKER: DS = TRIANGULATION STATION DISK
 EK0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0914_STAMPING: HAIRPIN 1952
 EK0914_MARK LOGO: CGS
 EK0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0914+STABILITY: SURFACE MOTION
 EK0914
 EK0914  HISTORY     - Date     Condition        Report By
 EK0914  HISTORY     - 1952     MONUMENTED       CGS
 EK0914  HISTORY     - 1957     GOOD             CGS
 EK0914  HISTORY     - 1958     GOOD             CGS
 EK0914
 EK0914                          STATION DESCRIPTION
 EK0914
 EK0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0914'STATION IS LOCATED ABOUT 13 MILES NORTH NORTHWEST OF BROKEN
 EK0914'BOW AND 3 MILES SOUTH OF THE CARTER MT. LOOKOUT TOWER JUST WEST
 EK0914'OF A HAIRPIN CURVE ON THE NORTH EDGE OF LARGE RIDGE.  STATION
 EK0914'IS 70 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL
 EK0914'ROAD, 43 FEET NORTH OF A TRIANGLE BLAZED OAK TREE, 14 FOOT
 EK0914'EAST OF TRIANGLE BLAZED OAK TREE AND 8 FEET WEST OF WITNESS
 EK0914'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 EK0914'STAMPED HAIRPIN 1952.
 EK0914'
 EK0914'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF AN OAK TREE AND 8 FEET
 EK0914'NORTH OF AN OAK TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 EK0914'DISK IS STAMPED HAIRPIN NO 1 1952.
 EK0914'
 EK0914'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE
 EK0914'CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 EK0914'THE DISK IS STAMPED HAIRPIN NO 2 1952.
 EK0914'
 EK0914'AZIMUTH MARK IS 26 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 EK0914'OF STATE ROUTE 21 AND 2.5 FEET SOUTHWEST OF WITNESS POST.  THE
 EK0914'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAIRPIN
 EK0914'1952.
 EK0914'
 EK0914'TO REACH FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF U.S.
 EK0914'HIGHWAY 70 AND STATE ROUTE 21 IN BROKEN BOW GO NORTHERLY ON
 EK0914'STATE ROUTE 21 FOR 14.2 MILES TO POINT WHERE ROAD CURVES EAST AND
 EK0914'SIGN CEDAR CREEK TRAIL ON LEFT.  TURN LEFT ON CEDAR CREEK
 EK0914'TRAIL FOR ABOUT 0.05 MILE TO STATION ON RIGHT OR NORTH SIDE
 EK0914'OF ROAD AS DESCRIBED.  TO REACH AZIMUTH GO EAST ON STATE ROUTE
 EK0914'21 FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF ROAD
 EK0914'AS DESCRIBED.
 EK0914'
 EK0914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0914
 EK0914                          STATION RECOVERY (1957)
 EK0914
 EK0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EK0914'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 EK0914'CONDITION AS DESCRIBED.  THE HIGHWAY AT THE STATION SITE IS
 EK0914'BEING REBUILT AND THE AZIMUTH MARK WAS IN THE WAY OF NEW
 EK0914'CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET IN 1957 AND THE
 EK0914'ORIGINAL AZIMUTH MARK WAS BROKEN OUT.
 EK0914'
 EK0914'A REVISED DESCRIPTION IS AS FOLLOWS.  THE STATION IS LOCATED
 EK0914'ABOUT 13 MILES NORTH NORTHWEST OF BROKEN BOW AND 3 MILES
 EK0914'SOUTH OF CARTER LOOKOUT, JUST WEST OF, ON THE TOP OF AN EIGHTY
 EK0914'FOOT CUT, ON THE TOP OF A PROMINENT TIMBERED RIDGE.  IT IS
 EK0914'ABOUT 8 FEET WEST OF THE WEST RIGHT-OF-WAY OF THE HIGHWAY, 8 FEET
 EK0914'WEST OF A 4 X 4 POST AND ABOUT 30 FEET EAST OF THE EDGE OF
 EK0914'THE TIMBER.  A STANDARD DISK STAMPED HAIRPIN 1952 IN A CONCRETE
 EK0914'POST WHICH PROJECTS ABOUT 4 INCHES.
 EK0914'
 EK0914'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAIRPIN 1952 1957
 EK0914'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS AT
 EK0914'THE TOP OF THE 80FT. CUT AND ON THE SOUTH AND LOWER OF TWO
 EK0914'TOPS ON THE EAST SIDE OF THE CUT ABOUT 30 FEET EAST OF THE
 EK0914'EDGE OF THE TIMBER AND IS 4 FEET EAST OF A 4 X 4 POST.
 EK0914'
 EK0914'R.M. NO. 2 IS A STANDARD DISK STAMPED HAIRPIN 1952 NO. 2
 EK0914'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS IN THE
 EK0914'TIMBER ABOUT 20 FEET WEST OF THE WEST RIGHT-OF-WAY LINE AND IS
 EK0914'ABOUT 15 FEET LOWER THAN THE STATION.
 EK0914'
 EK0914'R.M. NO. 3 IS A STANDARD DISK STAMPED HAIRPIN 1952 NO. 3 1957
 EK0914'IN A DRILL HOLE IN BEDROCK OUTCROP, WHICH PROJECTS ABOUT 1
 EK0914'FOOT AND IS ABOUT LEVEL WITH THE STATION.
 EK0914'
 EK0914'TO REACH THE STATION FROM BROKEN BOW.  GO NORTH ON HIGHWAY
 EK0914'NO. 21 FROM THE JUNCTION WITH U.S. HIGHWAY NO. 70, ABOUT
 EK0914'13 MILES TO THE BIG CUT AND THE STATION AT THE TOP OF THE CUT ON
 EK0914'THE LEFT OR WEST AS DESCRIBED.
 EK0914
 EK0914                          STATION RECOVERY (1958)
 EK0914
 EK0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 EK0914'THIS STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 EK0914'CONDITION AS DESCRIBED.  THE STATION IS NOW ON THE WEST SIDE
 EK0914'AND AT THE TOP OF A 100 FOOT CUT IN THE NEW HIGHWAY.  THE
 EK0914'AZIMUTH MARK IS AT THE TOP OF THE CUT AND SLOPE ON THE EAST
 EK0914'SIDE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0866 ***********************************************************************
 GH0866  DESIGNATION -  HALCOMB
 GH0866  PID         -  GH0866
 GH0866  STATE/COUNTY-  OK/GRANT
 GH0866  COUNTRY     -  US
 GH0866  USGS QUAD   -  POND CREEK NW (2018)
 GH0866
 GH0866                         *CURRENT SURVEY CONTROL
 GH0866  ______________________________________________________________________
 GH0866* NAD 83(1997) POSITION- 36 39 06.02023(N) 097 55 47.30992(W)   ADJUSTED
 GH0866* NAVD 88 ORTHO HEIGHT -   348.4   (meters)     1143.    (feet) VERTCON3
 GH0866  ______________________________________________________________________
 GH0866  GEOID HEIGHT    -        -27.863 (meters)                     GEOID18
 GH0866  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 GH0866  HORZ ORDER      -  FIRST
 GH0866
 GH0866.The horizontal coordinates were established by classical geodetic methods
 GH0866.and adjusted by the National Geodetic Survey in October 1998.
 GH0866
 GH0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0866
 GH0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0866.GEOID18 height accuracy estimate available here.
 GH0866
 GH0866.Click photographs - Photos may exist for this station.
 GH0866
 GH0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0866
 GH0866. The following values were computed from the NAD 83(1997) position.
 GH0866
 GH0866;                    North         East     Units Scale Factor Converg.
 GH0866;SPC OK N     -   183,264.413   606,276.144   MT  0.99998104   +0 02 29.1
 GH0866;SPC OK N     -   601,259.99  1,989,090.98   sFT  0.99998104   +0 02 29.1
 GH0866;UTM  14      - 4,056,765.697   595,655.655   MT  0.99971273   +0 38 20.0
 GH0866
 GH0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0866!SPC OK N     -   0.99994971  x   0.99998104  =   0.99993075
 GH0866!UTM  14      -   0.99994971  x   0.99971273  =   0.99966245
 GH0866
 GH0866:                Primary Azimuth Mark                     Grid Az
 GH0866:SPC OK N     -  HALCOMB AZ MK                            000 37 19.0
 GH0866:UTM  14      -  HALCOMB AZ MK                            000 01 28.1
 GH0866
 GH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9565556765(NAD 83)
 GH0866
 GH0866|---------------------------------------------------------------------|
 GH0866| PID    Reference Object                     Distance      Geod. Az  |
 GH0866|                                                           dddmmss.s |
 GH0866| CL5316 HALCOMB AZ MK                                      0003948.1 |
 GH0866| CL5317 HALCOMB RM 1                         19.150 METERS 04311     |
 GH0866| CL5318 HALCOMB RM 2                         18.003 METERS 25448     |
 GH0866|---------------------------------------------------------------------|
 GH0866
 GH0866                          SUPERSEDED SURVEY CONTROL
 GH0866
 GH0866  NAD 83(1993)-  36 39 06.02088(N)    097 55 47.31061(W) AD(       ) 1
 GH0866  NAD 83(1986)-  36 39 06.02578(N)    097 55 47.29868(W) AD(       ) 1
 GH0866  NAD 27      -  36 39 05.91767(N)    097 55 46.08447(W) AD(       ) 1
 GH0866  NGVD 29 (07/19/86)  348.2    (m)         1142.     (f) VERT ANG       
 GH0866
 GH0866.Superseded values are not recommended for survey control.
 GH0866
 GH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0866.See file dsdata.pdf to determine how the superseded data were derived.
 GH0866
 GH0866_MARKER: DS = TRIANGULATION STATION DISK
 GH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0866_STAMPING: HALCOMB 1968
 GH0866_MARK LOGO: CGS
 GH0866_PROJECTION: RECESSED 41 CENTIMETERS
 GH0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0866+STABILITY: SURFACE MOTION
 GH0866
 GH0866  HISTORY     - Date     Condition        Report By
 GH0866  HISTORY     - 1968     MONUMENTED       CGS
 GH0866
 GH0866                          STATION DESCRIPTION
 GH0866
 GH0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (HSM)
 GH0866'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2 BECAUSE OF FENCE POST ON
 GH0866'LINE.
 GH0866'
 GH0866'THE STATION IS ABOUT 6-1/2 MILES EAST OF NASH, 7-1/2 MILES WEST
 GH0866'SOUTHWEST OF POND CREEK AND 3-1/2 MILES NORTH NORTHEAST OF
 GH0866'HILLSDALE IN THE SOUTHEAST CORNER OF THE SOUTH 1/4 SECTION 10,
 GH0866'T 25 N, R 7 W, IN AN OLD VACATED SCHOOL YARD ON PROPERTY OWNED
 GH0866'BY MR. SAM HALCOMB.
 GH0866'
 GH0866'TO REACH THE STATION FROM THE POST OFFICE IN POND CREEK, GO WEST
 GH0866'ON MAIN STREET FOR 0.25 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 GH0866'81, 60.  TURN LEFT AND GO SOUTH AND WEST ON U.S. HIGHWAY 81 AND
 GH0866'60 FOR 4.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY 64.  CONTINUE
 GH0866'WEST ON HIGHWAY 64 FOR 3.0 MILES TO A GRADED CROSSROAD AND
 GH0866'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE CROSSROADS.  TURN LEFT
 GH0866'AND GO SOUTH ON GRADED ROAD 1.0 MILE TO STATION ON THE RIGHT AS
 GH0866'DESCRIBED.
 GH0866'
 GH0866'THE STATION IS A STANDARD DISK, STAMPED HALCOMB 1968, SET IN THE
 GH0866'TOP OF A 14 INCH ROUND CONCRETE MONUMENT THAT IS 16 INCHES BELOW
 GH0866'THE SURFACE OF THE GROUND.  IT IS 17 FEET NORTH OF A FENCE LINE,
 GH0866'50 FEET WEST NORTHWEST OF A POWERLINE POLE, 32 FEET EAST OF A
 GH0866'FENCE LINE AND 43.5 FEET WEST OF A FENCE LINE.
 GH0866'
 GH0866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HALCOMB NO 1 1968,
 GH0866'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 GH0866'WITH THE GROUND.  IT IS 1 FOOT WEST OF A FENCE LINE, 38 FEET WEST
 GH0866'OF THE CENTERLINE OF A GRADED ROAD, 3 FEET SOUTH OF A METAL
 GH0866'WITNESS POST WITH A SIGN ATTACHED AND 63 FEET NORTH OF A POWERLINE
 GH0866'POLE.
 GH0866'
 GH0866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HALCOMB NO 2 1968,
 GH0866'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 GH0866'WITH THE GROUND.  IT IS 0.6 FEET NORTH OF A FENCE LINE AND 27
 GH0866'FEET NORTH OF THE CENTERLINE OF A GRADED ROAD.
 GH0866'
 GH0866'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HALCOMB 1968, SET
 GH0866'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 GH0866'WITH THE SURFACE OF THE GROUND.  IT IS 65 FEET SOUTHWEST OF THE
 GH0866'INTERSECTION OF U.S. HIGHWAY 64 AND A GRADED CROSSROAD, 32 FEET
 GH0866'WEST OF THE GRADED ROAD, 55 FEET SOUTH OF U.S. HIGHWAY 64, 6
 GH0866'FEET SOUTH OF A POWERLINE POLE, 3 FEET SOUTHEAST OF A METAL
 GH0866'WITNESS POST WITH A SIGN ATTACHED AND 2 FEET EAST OF A FENCE LINE.
 GH0866'
 GH0866'HEIGHT OF LIGHT ABOVE STATION MARK 14.86 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0865 ***********************************************************************
 GH0865  DESIGNATION -  HALCOMB RM A
 GH0865  PID         -  GH0865
 GH0865  STATE/COUNTY-  OK/GRANT
 GH0865  COUNTRY     -  US
 GH0865  USGS QUAD   -  POND CREEK NW (2018)
 GH0865
 GH0865                         *CURRENT SURVEY CONTROL
 GH0865  ______________________________________________________________________
 GH0865* NAD 83(1997) POSITION- 36 39 05.26624(N) 097 55 45.94313(W)   ADJUSTED
 GH0865* NAVD 88 ORTHO HEIGHT -   348.6   (meters)     1144.    (feet) VERTCON3
 GH0865  ______________________________________________________________________
 GH0865  GEOID HEIGHT    -        -27.863 (meters)                     GEOID18
 GH0865  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 GH0865  HORZ ORDER      -  FIRST
 GH0865
 GH0865.The horizontal coordinates were established by classical geodetic methods
 GH0865.and adjusted by the National Geodetic Survey in October 1998.
 GH0865
 GH0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0865
 GH0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0865.GEOID18 height accuracy estimate available here.
 GH0865
 GH0865.Click photographs - Photos may exist for this station.
 GH0865
 GH0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0865
 GH0865. The following values were computed from the NAD 83(1997) position.
 GH0865
 GH0865;                    North         East     Units Scale Factor Converg.
 GH0865;SPC OK N     -   183,241.196   606,310.109   MT  0.99998101   +0 02 29.9
 GH0865;SPC OK N     -   601,183.82  1,989,202.42   sFT  0.99998101   +0 02 29.9
 GH0865;UTM  14      - 4,056,742.842   595,689.851   MT  0.99971281   +0 38 20.8
 GH0865
 GH0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0865!SPC OK N     -   0.99994967  x   0.99998101  =   0.99993068
 GH0865!UTM  14      -   0.99994967  x   0.99971281  =   0.99966250
 GH0865
 GH0865:                Primary Azimuth Mark                     Grid Az
 GH0865:SPC OK N     -  IOTA                                     185 05 28.6
 GH0865:UTM  14      -  IOTA                                     184 29 37.7
 GH0865
 GH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9568956742(NAD 83)
 GH0865
 GH0865|---------------------------------------------------------------------|
 GH0865| PID    Reference Object                     Distance      Geod. Az  |
 GH0865|                                                           dddmmss.s |
 GH0865| GH0860 IOTA                                APPROX.16.2 KM 1850758.5 |
 GH0865| GH0866 HALCOMB                              41.144 METERS 30424     |
 GH0865|---------------------------------------------------------------------|
 GH0865
 GH0865                          SUPERSEDED SURVEY CONTROL
 GH0865
 GH0865  NAD 83(1993)-  36 39 05.26689(N)    097 55 45.94381(W) AD(       ) 1
 GH0865  NAD 83(1986)-  36 39 05.27176(N)    097 55 45.93183(W) AD(       ) 1
 GH0865  NAD 27      -  36 39 05.16367(N)    097 55 44.71771(W) AD(       ) 1
 GH0865  NGVD 29 (07/19/86)  348.4    (m)         1143.     (f) VERT ANG       
 GH0865
 GH0865.Superseded values are not recommended for survey control.
 GH0865
 GH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0865.See file dsdata.pdf to determine how the superseded data were derived.
 GH0865
 GH0865_MARKER: DS = TRIANGULATION STATION DISK
 GH0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0865_STAMPING: HALCOMB RM A 1968
 GH0865_MARK LOGO: CGS
 GH0865_PROJECTION: RECESSED 36 CENTIMETERS
 GH0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0865+STABILITY: SURFACE MOTION
 GH0865
 GH0865  HISTORY     - Date     Condition        Report By
 GH0865  HISTORY     - 1968     MONUMENTED       CGS
 GH0865
 GH0865                          STATION DESCRIPTION
 GH0865
 GH0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0865'THE STATION IS IN THE SAME AREA AND ON THE SAME PROPERTY AS
 GH0865'TRIANGULATION STATION HALCOMB 1968.  IT IS ABOUT 6-1/2 MILES
 GH0865'EAST OF NASH, IN THE EXTREME NORTHWEST CORNER OF A CULTIVATED
 GH0865'FIELD AND IN THE SOUTHEAST ANGLE OF A CROSSROAD, ON PROPERTY
 GH0865'OWNED BY MR. SAM HALCOMB.
 GH0865'
 GH0865'THE STATION MARK IS A STANDARD DISK STAMPED HALCOMB RM A 1968,
 GH0865'SET IN THE TOP OF A CONCRETE POST 14 INCHES BELOW THE SURFACE
 GH0865'OF THE GROUND.  IT IS 87.5 FEET SOUTHEAST OF A POWER POLE IN
 GH0865'THE NORTHWEST CORNER OF THE CROSSROADS, 36.0 FEET SOUTH OF THE
 GH0865'CENTER OF AN EAST-WEST ROAD AND 33.5 FEET EAST OF THE CENTER
 GH0865'OF AN NORTH-SOUTH ROAD.
 GH0865'
 GH0865'A TRAVERSE CONNECTION WAS MADE TO HALCOMB 1968, A DISTANCE BEING
 GH0865'41.142 METERS OR 134.98 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0967 ***********************************************************************
 GH0967  DESIGNATION -  HALLETT MUNICIPAL STANDPIPE
 GH0967  PID         -  GH0967
 GH0967  STATE/COUNTY-  OK/PAWNEE
 GH0967  COUNTRY     -  US
 GH0967  USGS QUAD   -  JENNINGS (2018)
 GH0967
 GH0967                         *CURRENT SURVEY CONTROL
 GH0967  ______________________________________________________________________
 GH0967* NAD 83(1993) POSITION- 36 13 43.25250(N) 096 33 56.79970(W)   ADJUSTED
 GH0967  ______________________________________________________________________
 GH0967  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 GH0967  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 GH0967  HORZ ORDER      -  THIRD
 GH0967
 GH0967.The horizontal coordinates were established by classical geodetic methods
 GH0967.and adjusted by the National Geodetic Survey in November 1994.
 GH0967
 GH0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0967.GEOID18 height accuracy estimate available here.
 GH0967
 GH0967.Click photographs - Photos may exist for this station.
 GH0967
 GH0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0967
 GH0967. The following values were computed from the NAD 83(1993) position.
 GH0967
 GH0967;                    North         East     Units Scale Factor Converg.
 GH0967;SPC OK N     -   137,278.264   728,928.745   MT  0.99994598   +0 50 47.0
 GH0967;SPC OK N     -   450,387.10  2,391,493.72   sFT  0.99994598   +0 50 47.0
 GH0967;UTM  14      - 4,012,060.625   718,775.534   MT  1.00018976   +1 26 21.2
 GH0967
 GH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1877512060(NAD 83)
 GH0967
 GH0967                          SUPERSEDED SURVEY CONTROL
 GH0967
 GH0967  NAD 83(1986)-  36 13 43.26645(N)    096 33 56.78454(W) AD(       ) 3
 GH0967  NAD 27      -  36 13 43.03817(N)    096 33 55.68890(W) AD(       ) 3
 GH0967
 GH0967.Superseded values are not recommended for survey control.
 GH0967
 GH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0967.See file dsdata.pdf to determine how the superseded data were derived.
 GH0967
 GH0967_MARKER: 52 = STANDPIPE TANK
 GH0967
 GH0967  HISTORY     - Date     Condition        Report By
 GH0967  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0967  HISTORY     - 1963     GOOD             CGS
 GH0967
 GH0967                          STATION DESCRIPTION
 GH0967
 GH0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0967'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL
 GH0967'STANDPIPE LOCATED JUST EAST OF HALLETT.  IT IS APPROXIMATELY
 GH0967'100 FEET HIGH.
 GH0967'
 GH0967'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 GH0967'GIBB, TWIN, MERAMAC AND BUCK.
 GH0967
 GH0967                          STATION RECOVERY (1963)
 GH0967
 GH0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0967'STATION RECOVERED AS DESCRIBED IN 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0970 ***********************************************************************
 EL0970  DESIGNATION -  HALLIBURTON FIELD AIRPORT BEACON
 EL0970  PID         -  EL0970
 EL0970  STATE/COUNTY-  OK/STEPHENS
 EL0970  COUNTRY     -  US
 EL0970  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0970
 EL0970                         *CURRENT SURVEY CONTROL
 EL0970  ______________________________________________________________________
 EL0970* NAD 83(1993) POSITION- 34 28 59.57450(N) 097 57 45.75142(W)   ADJUSTED
 EL0970  ______________________________________________________________________
 EL0970  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 EL0970  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 EL0970  HORZ ORDER      -  THIRD
 EL0970
 EL0970.The horizontal coordinates were established by classical geodetic methods
 EL0970.and adjusted by the National Geodetic Survey in November 1994.
 EL0970
 EL0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0970.GEOID18 height accuracy estimate available here.
 EL0970
 EL0970.Click photographs - Photos may exist for this station.
 EL0970
 EL0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0970
 EL0970. The following values were computed from the NAD 83(1993) position.
 EL0970
 EL0970;                    North         East     Units Scale Factor Converg.
 EL0970;SPC OK S     -   127,549.133   603,425.302   MT  0.99993749   +0 01 16.2
 EL0970;SPC OK S     -   418,467.45  1,979,737.84   sFT  0.99993749   +0 01 16.2
 EL0970;UTM  14      - 3,816,224.199   595,247.670   MT  0.99971182   +0 35 14.4
 EL0970
 EL0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9524716224(NAD 83)
 EL0970
 EL0970                          SUPERSEDED SURVEY CONTROL
 EL0970
 EL0970  NAD 83(1986)-  34 28 59.57882(N)    097 57 45.73699(W) AD(       ) 3
 EL0970  NAD 27      -  34 28 59.28719(N)    097 57 44.61489(W) AD(       ) 3
 EL0970
 EL0970.Superseded values are not recommended for survey control.
 EL0970
 EL0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0970.See file dsdata.pdf to determine how the superseded data were derived.
 EL0970
 EL0970_MARKER: 21 = AIRPORT BEACON
 EL0970
 EL0970  HISTORY     - Date     Condition        Report By
 EL0970  HISTORY     - 1965     FIRST OBSERVED   CGS
 EL0970  HISTORY     - 1968     GOOD             CGS
 EL0970  HISTORY     - 1975     GOOD             NGS
 EL0970  HISTORY     - 1983     GOOD             NGS
 EL0970  HISTORY     - 19830315 GOOD             NGS
 EL0970
 EL0970                          STATION DESCRIPTION
 EL0970
 EL0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0970'THE AIRPORT BEACON IS LOCATED IN THE NE SECTION OF THE AIRPORT,
 EL0970'ABOUT 33 FT. SOUTH OF THE WEST WALL OF A HANGAR.  THE BEACON
 EL0970'IS A ROTATING WHITE LIGHT ATOP A 78.7 FT STEEL TOWER.  THE POINT
 EL0970'OBSERVED ON WAS THE SPINDLE.
 EL0970
 EL0970                          STATION RECOVERY (1968)
 EL0970
 EL0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0970'STATION IS LOCATED NEAR THE NORTH END AND ON THE WEST SIDE OF
 EL0970'THE AIRPORT, CLOSE TO SOME AIRPORT HANGARS AND ABOUT 0.15 MILE
 EL0970'SOUTH OF FAIR PARK ROAD.
 EL0970'
 EL0970'A LARGE BEACON LIGHT WHICH IS MOUNTED AT THE TOP OF A 4-STEEL
 EL0970'LEGGED TOWER.  TOWER IS ABOUT 100 FEET IN HEIGHT.
 EL0970'
 EL0970'POINT INTERSECTED, WAS THE BEACON LIGHT AT TOP.
 EL0970
 EL0970                          STATION RECOVERY (1975)
 EL0970
 EL0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0970'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EL0970'
 EL0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 EL0970'OF DUNCAN.
 EL0970
 EL0970                          STATION RECOVERY (1983)
 EL0970
 EL0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RH)
 EL0970'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EL0970'
 EL0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HALLIBURTON
 EL0970'FIELD.
 EL0970
 EL0970                          STATION RECOVERY (1983)
 EL0970
 EL0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EL0970'THE AIRPORT BEACON IS LOCATED IN THE NE SECTION OF THE AIRPORT, ABOUT
 EL0970'33 FT (10.1 M) SOUTH OF THE WEST WALL OF A HANGAR.  THE BEACON IS A
 EL0970'ROTATING WHITE LIGHT ATOP A 78.7 FT (24.0 M) STEEL TOWER.  THE POINT
 EL0970'OBSERVED ON WAS THE SPINDLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0968 ***********************************************************************
 EL0968  DESIGNATION -  HALLIBURTON FLD AP STA B
 EL0968  PID         -  EL0968
 EL0968  STATE/COUNTY-  OK/STEPHENS
 EL0968  COUNTRY     -  US
 EL0968  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0968
 EL0968                         *CURRENT SURVEY CONTROL
 EL0968  ______________________________________________________________________
 EL0968* NAD 83(1993) POSITION- 34 27 55.32082(N) 097 57 34.00845(W)   ADJUSTED
 EL0968* NAVD 88 ORTHO HEIGHT -   332.0   (meters)     1089.    (feet) VERTCON3
 EL0968  ______________________________________________________________________
 EL0968  GEOID HEIGHT    -        -25.658 (meters)                     GEOID18
 EL0968  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 EL0968  HORZ ORDER      -  THIRD
 EL0968
 EL0968.This mark is at Halliburton Field Airport (DUC)
 EL0968
 EL0968.The horizontal coordinates were established by classical geodetic methods
 EL0968.and adjusted by the National Geodetic Survey in November 1994.
 EL0968
 EL0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0968
 EL0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0968.GEOID18 height accuracy estimate available here.
 EL0968
 EL0968.Click photographs - Photos may exist for this station.
 EL0968
 EL0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0968
 EL0968. The following values were computed from the NAD 83(1993) position.
 EL0968
 EL0968;                    North         East     Units Scale Factor Converg.
 EL0968;SPC OK S     -   125,569.448   603,725.715   MT  0.99993808   +0 01 22.9
 EL0968;SPC OK S     -   411,972.43  1,980,723.45   sFT  0.99993808   +0 01 22.9
 EL0968;UTM  14      - 3,814,248.025   595,567.553   MT  0.99971257   +0 35 20.0
 EL0968
 EL0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0968!SPC OK S     -   0.99995192  x   0.99993808  =   0.99989000
 EL0968!UTM  14      -   0.99995192  x   0.99971257  =   0.99966450
 EL0968
 EL0968:                Primary Azimuth Mark                     Grid Az
 EL0968:SPC OK S     -  ARP                                      350 46 11.7
 EL0968:UTM  14      -  ARP                                      350 12 14.6
 EL0968
 EL0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9556714248(NAD 83)
 EL0968
 EL0968|---------------------------------------------------------------------|
 EL0968| PID    Reference Object                     Distance      Geod. Az  |
 EL0968|                                                           dddmmss.s |
 EL0968| EL0489 ARP                                 APPROX. 0.8 KM 3504734.6 |
 EL0968| EL0970 HALLIBURTON FIELD AIRPORT BEACON    APPROX. 2.0 KM 3512339.6 |
 EL0968|---------------------------------------------------------------------|
 EL0968
 EL0968                          SUPERSEDED SURVEY CONTROL
 EL0968
 EL0968  NAD 83(1986)-  34 27 55.32482(N)    097 57 33.99417(W) AD(       ) 3
 EL0968  NAD 27      -  34 27 55.03507(N)    097 57 32.87170(W) AD(       ) 3
 EL0968  NGVD 29 (07/19/86)  331.9    (m)         1089.     (f) VERT ANG       
 EL0968
 EL0968.Superseded values are not recommended for survey control.
 EL0968
 EL0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0968.See file dsdata.pdf to determine how the superseded data were derived.
 EL0968
 EL0968_MARKER: DT = TOPOGRAPHIC STATION DISK
 EL0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0968_STAMPING: AP-1965 STA-B
 EL0968_MARK LOGO: CGS
 EL0968_PROJECTION: FLUSH
 EL0968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EL0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0968+STABILITY: SURFACE MOTION
 EL0968
 EL0968  HISTORY     - Date     Condition        Report By
 EL0968  HISTORY     - 1965     MONUMENTED       CGS
 EL0968  HISTORY     - 1975     GOOD             NGS
 EL0968  HISTORY     - 1983     GOOD             NGS
 EL0968  HISTORY     - 19830315 GOOD             NGS
 EL0968
 EL0968                          STATION DESCRIPTION
 EL0968
 EL0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 EL0968'THE STATION IS LOCATED ON THE DUNCAN MUNICIPAL AIRPORT, 100.0 FT.
 EL0968'EAST OF THE CENTERLINE OF THE SOUTH END OF THE NORTH-SOUTH RWY.
 EL0968'THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP-1965-STA-B
 EL0968'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EL0968
 EL0968                          STATION RECOVERY (1975)
 EL0968
 EL0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 EL0968'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EL0968'
 EL0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 EL0968'OF DUNCAN.
 EL0968
 EL0968                          STATION RECOVERY (1983)
 EL0968
 EL0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RH)
 EL0968'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EL0968'
 EL0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HALLIBURTON
 EL0968'FIELD.
 EL0968
 EL0968                          STATION RECOVERY (1983)
 EL0968
 EL0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EL0968'THE STATION IS LOCATED ON THE DUNCAN MUNICIPAL AIRPORT, 100.0 FT (30.5
 EL0968'M) EAST OF THE CENTERLINE OF THE SOUTH END OF THE NORTH-SOUTH RUNWAY.
 EL0968'THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED---AP-1965 STA-B---,
 EL0968'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0995 ***********************************************************************
 FJ0995  DESIGNATION -  HALLIBURTON WELL CEMENT CO MST
 FJ0995  PID         -  FJ0995
 FJ0995  STATE/COUNTY-  OK/OKLAHOMA
 FJ0995  COUNTRY     -  US
 FJ0995  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0995
 FJ0995                         *CURRENT SURVEY CONTROL
 FJ0995  ______________________________________________________________________
 FJ0995* NAD 83(1993) POSITION- 35 23 57.82679(N) 097 29 47.59598(W)   ADJUSTED
 FJ0995  ______________________________________________________________________
 FJ0995  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 FJ0995  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 FJ0995  HORZ ORDER      -  THIRD
 FJ0995
 FJ0995.The horizontal coordinates were established by classical geodetic methods
 FJ0995.and adjusted by the National Geodetic Survey in November 1994.
 FJ0995
 FJ0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0995.GEOID18 height accuracy estimate available here.
 FJ0995
 FJ0995.Click photographs - Photos may exist for this station.
 FJ0995
 FJ0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0995
 FJ0995. The following values were computed from the NAD 83(1993) position.
 FJ0995
 FJ0995;                    North         East     Units Scale Factor Converg.
 FJ0995;SPC OK N     -    44,433.239   645,735.569   MT  1.00003457   +0 17 49.6
 FJ0995;SPC OK N     -   145,778.05  2,118,550.78   sFT  1.00003457   +0 17 49.6
 FJ0995;SPC OK S     -   229,299.785   645,735.697   MT  1.00003704   +0 17 08.8
 FJ0995;SPC OK S     -   752,294.38  2,118,551.20   sFT  1.00003704   +0 17 08.8
 FJ0995;UTM  14      - 3,918,373.818   636,527.140   MT  0.99982971   +0 52 15.7
 FJ0995
 FJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3652718373(NAD 83)
 FJ0995
 FJ0995                          SUPERSEDED SURVEY CONTROL
 FJ0995
 FJ0995  NAD 83(1986)-  35 23 57.83321(N)    097 29 47.57872(W) AD(       ) 3
 FJ0995  NAD 27      -  35 23 57.60420(N)    097 29 46.44434(W) AD(       ) 3
 FJ0995
 FJ0995.Superseded values are not recommended for survey control.
 FJ0995
 FJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0995.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0995
 FJ0995_MARKER: 42 = RADIO/TV MAST
 FJ0995
 FJ0995  HISTORY     - Date     Condition        Report By
 FJ0995  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0995
 FJ0995                          STATION DESCRIPTION
 FJ0995
 FJ0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0995'THE STATION IS 0.75 MILE NORTH OF STATE HIGHWAY 118, 0.5
 FJ0995'MILE EAST OF U.S. HIGHWAY 77 AND ABOUT 4.0 MILES NORTH OF
 FJ0995'MOORE, IN SECTION 27, T 11 N, R 3 W.
 FJ0995'
 FJ0995'IT IS A VERTICAL SKELETON STEEL STRUCTURE 150 FEET HIGH AND
 FJ0995'PAINTED RED AND WHITE.  THE POINT INTERSECTED WAS THE TOP-CENTER
 FJ0995'OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0775 ***********************************************************************
 GG0775  DESIGNATION -  HALSELL
 GG0775  PID         -  GG0775
 GG0775  STATE/COUNTY-  OK/NOWATA
 GG0775  COUNTRY     -  US
 GG0775  USGS QUAD   -  SANDERS (2019)
 GG0775
 GG0775                         *CURRENT SURVEY CONTROL
 GG0775  ______________________________________________________________________
 GG0775* NAD 83(1997) POSITION- 36 51 04.30682(N) 095 29 53.81986(W)   ADJUSTED
 GG0775* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GG0775  ______________________________________________________________________
 GG0775  GEOID HEIGHT    -        -29.548 (meters)                     GEOID18
 GG0775  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 GG0775  HORZ ORDER      -  FIRST
 GG0775
 GG0775.The horizontal coordinates were established by classical geodetic methods
 GG0775.and adjusted by the National Geodetic Survey in October 1998.
 GG0775
 GG0775.The orthometric height was scaled from a topographic map.
 GG0775
 GG0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0775.GEOID18 height accuracy estimate available here.
 GG0775
 GG0775.Click photographs - Photos may exist for this station.
 GG0775
 GG0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0775
 GG0775. The following values were computed from the NAD 83(1997) position.
 GG0775
 GG0775;                    North         East     Units Scale Factor Converg.
 GG0775;SPC OK N     -   208,278.346   823,094.165   MT  1.00001652   +1 28 35.0
 GG0775;SPC OK N     -   683,326.54  2,700,434.77   sFT  1.00001652   +1 28 35.0
 GG0775;UTM  15      - 4,081,278.753   277,260.175   MT  1.00021125   -1 29 56.2
 GG0775
 GG0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0775!SPC OK N     -   0.99995911  x   1.00001652  =   0.99997563
 GG0775!UTM  15      -   0.99995911  x   1.00021125  =   1.00017035
 GG0775
 GG0775:                Primary Azimuth Mark                     Grid Az
 GG0775:SPC OK N     -  HALSELL AZ MK                            075 09 18.1
 GG0775:UTM  15      -  HALSELL AZ MK                            078 07 49.3
 GG0775
 GG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7726081278(NAD 83)
 GG0775
 GG0775|---------------------------------------------------------------------|
 GG0775| PID    Reference Object                     Distance      Geod. Az  |
 GG0775|                                                           dddmmss.s |
 GG0775| CI1536 HALSELL AZ MK                                      0763753.1 |
 GG0775| GG0865 NOWATA MUNICIPAL TANK               APPROX.20.7 KM 2174040.1 |
 GG0775| CI1537 HALSELL RM 1                         45.991 METERS 23159     |
 GG0775| GG0854 DELAWARE MUN OPEN TOP TANK          APPROX.14.9 KM 2384417.5 |
 GG0775| GG0858 S COFFEYVILLE KGGF S RADIO TWR      APPROX.19.8 KM 3250933.3 |
 GG0775| GG0856 S COFFEYVILLE KGGF N RADIO TWR      APPROX.19.9 KM 3252139.2 |
 GG0775| CI1538 HALSELL RM 2                         52.807 METERS 35845     |
 GG0775|---------------------------------------------------------------------|
 GG0775
 GG0775                          SUPERSEDED SURVEY CONTROL
 GG0775
 GG0775  NAD 83(1993)-  36 51 04.30934(N)    095 29 53.82010(W) AD(       ) 1
 GG0775  NAD 83(1986)-  36 51 04.32723(N)    095 29 53.80295(W) AD(       ) 1
 GG0775  NAD 27      -  36 51 04.02000(N)    095 29 52.89400(W) AD(       ) 1
 GG0775
 GG0775.Superseded values are not recommended for survey control.
 GG0775
 GG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0775.See file dsdata.pdf to determine how the superseded data were derived.
 GG0775
 GG0775_MARKER: DS = TRIANGULATION STATION DISK
 GG0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0775_STAMPING: HALSELL 1934
 GG0775_MARK LOGO: CGS
 GG0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0775+STABILITY: SURFACE MOTION
 GG0775
 GG0775  HISTORY     - Date     Condition        Report By
 GG0775  HISTORY     - 1934     MONUMENTED       CGS
 GG0775  HISTORY     - 1955     GOOD             SSC
 GG0775  HISTORY     - 1958     GOOD             CGS
 GG0775
 GG0775                          STATION DESCRIPTION
 GG0775
 GG0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0775'STATION IS LOCATED ABOUT 14 MILES SE OF COFFEYVILLE, KANSAS,
 GG0775'AND 13 MILES NE OF NOWATA, OKLAHOMA, NEAR THE CENTER OF
 GG0775'SEC. 4, T 27 N, R 17 E, ON LAND OWNED BY EWING HALSELL.  IT
 GG0775'IS ON THE E END OF A GRASSY KNOLL IN OPEN PASTURE LAND 88
 GG0775'FEET N OF CENTER LINE OF DIRT ROAD AND 280 FEET N OF GAS WELL.
 GG0775'
 GG0775'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0775'BRONZE DISKS SET IN CONCRETE.
 GG0775'
 GG0775'SURFACE MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF
 GG0775'THE GROUND AND IS INSCRIBED HALSELL, 1934.
 GG0775'
 GG0775'REFERENCE MARK NO. 1 IS S OF STATION, 18 FEET S OF CENTER LINE
 GG0775'OF DIRT ROAD, AND PROJECTS ABOUT 9 INCHES ABOVE SURFACE OF
 GG0775'GROUND, AND IS INSCRIBED HALSELL NO. 1 1934.
 GG0775'
 GG0775'REFERENCE MARK NO. 2 IS N OF STATION.  MARK IS INSCRIBED
 GG0775'HALSELL NO. 2, 1934.
 GG0775'
 GG0775'AZIMUTH MARK IS APPROXIMATELY 2.0 MILES E OF STATION ON S END
 GG0775'OF HILL.  MARK IS IN A 12- BY 12-INCH CONCRETE POST PROJECTING
 GG0775'ABOUT 6 INCHES ABOVE SURFACE OF GROUND AND IS INSCRIBED HALSELL,
 GG0775'AZI. 1934.
 GG0775'
 GG0775'TO REACH FROM STATION, GO E 1.7 MILES TO RANCH BUILDINGS, TURN
 GG0775'RIGHT AND GO E 0.2 MILE TO GATE LEADING TO HOG SHED.  GO THROUGH
 GG0775'GATE AND TURN RIGHT, E, AND GO 0.5 MILE TO GATE, TURN
 GG0775'LEFT, N, AND FOLLOW WINDING ROAD 0.8 MILE TO TOP OF HILL
 GG0775'AND MARK.  MARK IS APPROXIMATELY 300 FEET S OF WHERE ROAD
 GG0775'TURNS N, 100 FEET N OF S RIM OF HILL, 80 FEET W OF E RIM
 GG0775'OF HILL.
 GG0775'
 GG0775'STATION IS REACHED FROM LENAPAH BY GOING E ON GRAVEL ROAD
 GG0775'FROM STATE HIGHWAY 16 IN CENTER OF TOWN AT SINCLAIR GAS
 GG0775'STATION, 4.85 MILES TO FORKS, TAKE LEFT FORK 1.5 MILES TO
 GG0775'WHERE GRAVEL ROAD TURNS LEFT AND DIRT ROAD ON AHEAD AND CATTLE
 GG0775'GUARD.  FOLLOW DIRT ROAD 0.15 MILE TO FORD AND CONTINUE
 GG0775'ON AHEAD ON SAME ROAD 1.65 MILES TO TOP OF HILL AND STATION
 GG0775'ON LEFT.
 GG0775'
 GG0775'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GG0775
 GG0775                          STATION RECOVERY (1955)
 GG0775
 GG0775'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 GG0775'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GG0775'AZIMUTH MARK WAS NOT VISITED.
 GG0775
 GG0775                          STATION RECOVERY (1958)
 GG0775
 GG0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0775'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK
 GG0775'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 GG0775'NO. 1 WAS RESET BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 GG0775'
 GG0775'STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHEAST OF NOWATA
 GG0775'AND 6 MILES EAST-SOUTHEAST OF LENAPAH.  IT IS 90 FEET NORTH
 GG0775'OF THE CENTER OF A DIRT ROAD, 81 FEET SOUTHWEST OF A TELEPHONE
 GG0775'POLE AND SET ON A GRASSY KNOLL IN OPEN PASTURE LAND.  THE
 GG0775'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GG0775'IS STAMPED HALSELL 1934.
 GG0775'
 GG0775'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF A DIRT
 GG0775'ROAD AND SET ABOUT THE SAME ELEVATION AS STATION.  THE MARK
 GG0775'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GG0775'HALSELL NO 1 1934 RESET 1958.
 GG0775'
 GG0775'REFERENCE MARK NO. 2 IS 136 FEET NORTHWEST OF A TELEPHONE
 GG0775'POLE AND SET ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK
 GG0775'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GG0775'IS STAMPED HALSELL NO 2 1934.
 GG0775'
 GG0775'AZIMUTH MARK IS 180 FEET SOUTH OF A TRACK ROAD, 93 FEET NORTH
 GG0775'OF THE SOUTHERN MOST POINT OF HILL AND 75 FEET WEST OF THE EAST
 GG0775'RIM OF HILL.  THE MARK IS A STANDARD REFERENCE MARK DISK
 GG0775'CEMENTED IN A CONCRETE POST, IT PROJECTS 10 INCHES ABOVE THE
 GG0775'SURFACE OF THE GROUND AND IS STAMPED HALSELL AZI 1934.
 GG0775'
 GG0775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 169 AND STATE
 GG0775'HIGHWAY 10 IN LENAPAH, GO EAST ON STATE HIGHWAY 10 FOR 5.0
 GG0775'MILES TO A FORK, KEEP LEFT FORK AND CONTINUE ON STATE HIGHWAY
 GG0775'10 FOR 1.6 MILES TO A POINT WHERE THE HIGHWAY CURVES TO THE
 GG0775'LEFT AND A TRACK ROAD LEADS STRAIGHT AHEAD, KEEP STRAIGHT AHEAD
 GG0775'ON DIRT ROAD FOR 1.8 MILES TO STATION ON THE LEFT AS DESCRIBED.
 GG0775'
 GG0775'TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON DIRT ROAD
 GG0775'FOR 0.7 MILE TO A GATE, PASS THROUGH GATE AND GO 0.9 MILE
 GG0775'TO A CATTLE GUARD, CONTINUE FOR 0.15 MILE TO ANOTHER CATTLE
 GG0775'GUARD NORTH OF THE BUNK HOUSES, GO NORTH THROUGH CATTLE
 GG0775'GUARD AND FOLLOW PASTURE ROAD FOR 0.3 MILE TO A FORK, TAKE
 GG0775'RIGHT FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND FOLLOW
 GG0775'TRACK ROAD FOR 0.4 MILE TO A T ROAD RIGHT, GO STRAIGHT AHEAD
 GG0775'ON TRACK ROAD FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK FOR
 GG0775'0.7 MILE TO A RIGHT CURVE AND ROAD LEADING DOWN HILL AND
 GG0775'AZIMUTH MARK STRAIGHT AHEAD AS DESCRIBED.
 GG0775'
 GG0775'HEIGHT OF LIGHT ABOVE STATION MARK - 22.6 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0654 ***********************************************************************
 GH0654  DESIGNATION -  HAM
 GH0654  PID         -  GH0654
 GH0654  STATE/COUNTY-  OK/KAY
 GH0654  COUNTRY     -  US
 GH0654  USGS QUAD   -  PECKHAM (2018)
 GH0654
 GH0654                         *CURRENT SURVEY CONTROL
 GH0654  ______________________________________________________________________
 GH0654* NAD 83(1997) POSITION- 36 55 37.00733(N) 097 11 50.30007(W)   ADJUSTED
 GH0654* NAVD 88 ORTHO HEIGHT -   362.    (meters)     1188.    (feet) SCALED
 GH0654  ______________________________________________________________________
 GH0654  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 GH0654  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 GH0654  HORZ ORDER      -  FIRST
 GH0654
 GH0654.The horizontal coordinates were established by classical geodetic methods
 GH0654.and adjusted by the National Geodetic Survey in October 1998.
 GH0654
 GH0654.The orthometric height was scaled from a topographic map.
 GH0654
 GH0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0654.GEOID18 height accuracy estimate available here.
 GH0654
 GH0654.Click photographs - Photos may exist for this station.
 GH0654
 GH0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0654
 GH0654. The following values were computed from the NAD 83(1997) position.
 GH0654
 GH0654;                    North         East     Units Scale Factor Converg.
 GH0654;SPC OK N     -   214,106.150   671,519.027   MT  1.00003317   +0 28 25.3
 GH0654;SPC OK N     -   702,446.59  2,203,142.01   sFT  1.00003317   +0 28 25.3
 GH0654;UTM  14      - 4,088,286.138   660,557.415   MT  0.99991758   +1 04 59.8
 GH0654
 GH0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0654!SPC OK N     -   0.99994771  x   1.00003317  =   0.99998088
 GH0654!UTM  14      -   0.99994771  x   0.99991758  =   0.99986529
 GH0654
 GH0654:                Primary Azimuth Mark                     Grid Az
 GH0654:SPC OK N     -  HAM AZ MK                                271 15 05.8
 GH0654:UTM  14      -  HAM AZ MK                                270 38 31.3
 GH0654
 GH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6055788286(NAD 83)
 GH0654
 GH0654|---------------------------------------------------------------------|
 GH0654| PID    Reference Object                     Distance      Geod. Az  |
 GH0654|                                                           dddmmss.s |
 GH0654| CL5320 HAM RM 1                             42.614 METERS 08913     |
 GH0654| CL5319 HAM AZ MK                                          2714331.1 |
 GH0654| CL5321 HAM RM 2                             22.164 METERS 33156     |
 GH0654|---------------------------------------------------------------------|
 GH0654
 GH0654                          SUPERSEDED SURVEY CONTROL
 GH0654
 GH0654  NAD 83(1993)-  36 55 37.00837(N)    097 11 50.29839(W) AD(       ) 1
 GH0654  NAD 83(1986)-  36 55 37.01830(N)    097 11 50.29008(W) AD(       ) 1
 GH0654  NAD 27      -  36 55 36.90817(N)    097 11 49.13953(W) AD(       ) 1
 GH0654
 GH0654.Superseded values are not recommended for survey control.
 GH0654
 GH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0654.See file dsdata.pdf to determine how the superseded data were derived.
 GH0654
 GH0654_MARKER: DS = TRIANGULATION STATION DISK
 GH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0654_STAMPING: HAM 1957
 GH0654_MARK LOGO: CGS
 GH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0654+STABILITY: SURFACE MOTION
 GH0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0654+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2015
 GH0654
 GH0654  HISTORY     - Date     Condition        Report By
 GH0654  HISTORY     - 1957     MONUMENTED       CGS
 GH0654  HISTORY     - 20150731 GOOD             INDIV
 GH0654
 GH0654                          STATION DESCRIPTION
 GH0654
 GH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0654'STATION IS ABOUT 7-1/2 MILES EAST OF BRAMAN, 2-3/4 MILES
 GH0654'NORTH AND 1 MILE WEST OF THE VILLAGE OF PECKHAM, ON NORTH
 GH0654'SIDE OF NORTHEAST 1/4 OF SECTION 9, T 28 N, R 1 E, AND ON
 GH0654'LAND OWNED AND OCCUPIED BY MR. G.A. PARKER, WHO LIVES JUST
 GH0654'SOUTH OF STATION.
 GH0654'
 GH0654'TO REACH FROM THE POST OFFICE IN BRAMAN, GO NORTH ON MAIN
 GH0654'STREET, U.S. HIGHWAY 177, FOR 0.2 MILE TO INTERSECTION AT
 GH0654'KELLE BROTHERS GAS STATION ON LEFT.  TURN RIGHT AND GO
 GH0654'EAST ON SURFACED ROAD FOR 5.0 MILES TO A RED BRICK SCHOOLHOUSE
 GH0654'ON RIGHT.  CONTINUE EAST FOR 2.0 MILES TO TOP OF SMALL RISE
 GH0654'AND AZIMUTH MARK ON LEFT.  CONTINUE EAST FOR 0.5 MILES TO
 GH0654'CEDAR WINDROW AND STATION ON RIGHT.
 GH0654'
 GH0654'STATION MARKS ARE STANDARD DISKS, STAMPED HAM 1957.  UNDERGROUND
 GH0654'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 GH0654'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF A 12
 GH0654'INCH SQUARE, CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GH0654'SET IN THE NORTHWEST CORNER OF A RECTANGULAR WINDROW, 128
 GH0654'FEET WEST OF THE SOUTH DRIVEWAY CENTER, AND 29 FEET SOUTH
 GH0654'OF SURFACED ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS POST
 GH0654'WAS SET 1 FOOT WEST OF THE MARK.
 GH0654'
 GH0654'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAM NO 1 1957.
 GH0654'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST
 GH0654'WHICH PROJECTS 6 INCHES.  IT IS 26 FEET SOUTH OF ROAD CENTER,
 GH0654'12 FEET EAST OF SOUTH DRIVEWAY CENTER AND 1 FOOT NORTH OF
 GH0654'FENCE CORNERPOST.
 GH0654'
 GH0654'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAM NO 2 1957.
 GH0654'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 GH0654'PROJECTS 5 INCHES.  IT IS 110 FEET WEST OF THE NORTH DRIVEWAY
 GH0654'CENTER, 34 FEET NORTH OF ROAD CENTER AND 2 FEET EAST OF A
 GH0654'POWERLINE POLE.
 GH0654'
 GH0654'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAM 1957.  IT IS
 GH0654'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 GH0654'PROJECTS 6 INCHES.  IT IS 31 FEET NORTH OF ROAD CENTER, 1
 GH0654'FOOT SOUTH OF AN EAST-WEST RIGHT-OF-WAY FENCELINE AND 1
 GH0654'FOOT EAST OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS
 GH0654'POST WAS SET 1 FOOT WEST OF THE MARK.
 GH0654
 GH0654                          STATION RECOVERY (2015)
 GH0654
 GH0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JW)
 GH0654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0612 ***********************************************************************
 FK0612  DESIGNATION -  HANNA
 FK0612  PID         -  FK0612
 FK0612  STATE/COUNTY-  OK/ROGER MILLS
 FK0612  COUNTRY     -  US
 FK0612  USGS QUAD   -  REYDON (2018)
 FK0612
 FK0612                         *CURRENT SURVEY CONTROL
 FK0612  ______________________________________________________________________
 FK0612* NAD 83(1993) POSITION- 35 39 35.14697(N) 099 59 53.49751(W)   ADJUSTED
 FK0612* NAVD 88 ORTHO HEIGHT -   776.93  (+/-2cm)     2549.0   (feet) VERTCON3
 FK0612  ______________________________________________________________________
 FK0612  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 FK0612  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 FK0612  HORZ ORDER      -  FIRST
 FK0612  VERT ORDER      -  THIRD ? (See Below)
 FK0612
 FK0612.The horizontal coordinates were established by classical geodetic methods
 FK0612.and adjusted by the National Geodetic Survey in November 1994.
 FK0612
 FK0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0612
 FK0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0612.GEOID18 height accuracy estimate available here.
 FK0612
 FK0612.The vertical order pertains to the NGVD 29 superseded value.
 FK0612
 FK0612.Click photographs - Photos may exist for this station.
 FK0612
 FK0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0612
 FK0612. The following values were computed from the NAD 83(1993) position.
 FK0612
 FK0612;                    North         East     Units Scale Factor Converg.
 FK0612;SPC OK N     -    75,064.506   419,080.379   MT  0.99998441   -1 10 45.2
 FK0612;SPC OK N     -   246,274.13  1,374,932.88   sFT  0.99998441   -1 10 45.2
 FK0612;SPC TX N     - 1,185,162.285   335,971.491   MT  0.99991975   +0 52 13.3
 FK0612;SPC TX N     - 3,888,319.93  1,102,266.47   sFT  0.99991975   +0 52 13.3
 FK0612;UTM  14      - 3,946,671.121   409,648.846   MT  0.99970059   -0 34 55.0
 FK0612
 FK0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0612!SPC OK N     -   0.99988245  x   0.99998441  =   0.99986686
 FK0612!SPC TX N     -   0.99988245  x   0.99991975  =   0.99980221
 FK0612!UTM  14      -   0.99988245  x   0.99970059  =   0.99958307
 FK0612
 FK0612:                Primary Azimuth Mark                     Grid Az
 FK0612:SPC OK N     -  PROVINES                                 059 51 11.8
 FK0612:SPC TX N     -  PROVINES                                 057 48 13.3
 FK0612:UTM  14      -  PROVINES                                 059 15 21.6
 FK0612
 FK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0964846671(NAD 83)
 FK0612
 FK0612|---------------------------------------------------------------------|
 FK0612| PID    Reference Object                     Distance      Geod. Az  |
 FK0612|                                                           dddmmss.s |
 FK0612| CK9793 HANNA RM 2                            9.457 METERS 02353     |
 FK0612| CK9792 HANNA RM 1                          121.020 METERS 05823     |
 FK0612| FK0613 PROVINES                            APPROX. 4.8 KM 0584026.6 |
 FK0612| CK9794 HANNA RM 3                           16.258 METERS 11655     |
 FK0612|---------------------------------------------------------------------|
 FK0612
 FK0612                          SUPERSEDED SURVEY CONTROL
 FK0612
 FK0612  NAD 83(1986)-  35 39 35.15125(N)    099 59 53.48544(W) AD(       ) 1
 FK0612  NAD 27      -  35 39 34.98300(N)    099 59 52.06800(W) AD(       ) 1
 FK0612  NGVD 29             776.60   (m)         2547.9    (f) LEVELING    3  
 FK0612
 FK0612.Superseded values are not recommended for survey control.
 FK0612
 FK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0612.See file dsdata.pdf to determine how the superseded data were derived.
 FK0612
 FK0612_MARKER: DS = TRIANGULATION STATION DISK
 FK0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0612_STAMPING: HANNA 1927
 FK0612_MARK LOGO: CGS
 FK0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0612+STABILITY: SURFACE MOTION
 FK0612
 FK0612  HISTORY     - Date     Condition        Report By
 FK0612  HISTORY     - 1927     MONUMENTED       CGS
 FK0612  HISTORY     - 1958     GOOD             USGS
 FK0612  HISTORY     - 1966     GOOD             OKDH
 FK0612  HISTORY     - 1967     GOOD             CGS
 FK0612
 FK0612                          STATION DESCRIPTION
 FK0612
 FK0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0612'ABOUT 4 MI. W AND 2-1/2 MI. N OF RANKIN, ABOUT 2075 FT. E
 FK0612'OF THE OLD STATE LINE, IN NE 1/4 SECTION 30, T14N, R27W,
 FK0612'ON LAND BELONGING TO J.B. HANNA, AT THE S EDGE OF A CULTIVATED
 FK0612'FIELD, 335 FT. W OF THE W FENCE LINE OF A ROAD, 30.0 FT.
 FK0612'N OF AN E-W FENCE LINE, AND 18.3 FT. SW OF THE MAIN TRUNK
 FK0612'OF THE LARGEST BUSH IN A CLUMP.
 FK0612'
 FK0612'STATION REACHED FROM RANKIN, BY GOING W ON THE ZYBACK ROAD
 FK0612'FOR 4 MI., THEN TURNING N ON A SECTION-LINE ROAD AND CONTINUING
 FK0612'FOR 2-1/2 MI. TO A POINT ABOUT 700 FT. N OF A HOUSE AT THE
 FK0612'RIGHT OF THE ROAD WHERE A ROW OF COTTONWOOD TREES RUNS E
 FK0612'OF THE E SIDE OF THE ROAD AND A FENCE RUNS W ON THE W SIDE.
 FK0612'STATION IS JUST N OF THIS FENCE.
 FK0612'
 FK0612'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 FK0612'SET IN CONCRETE.
 FK0612'
 FK0612'REFERENCE MARK 1 IS 121.02 M. (397.0 FT.) FROM THE STATION,
 FK0612'N 58 DEG 22 MIN 45 SEC E.
 FK0612'
 FK0612'REFERENCE MARK 2 IS 9.48 M. (31.1 FT.) FROM THE STATION,
 FK0612'N 23 DEG 58 MIN E.  ELEVATION OF STATION OF 775.6 M.
 FK0612'(2545 FT.).
 FK0612
 FK0612                          STATION RECOVERY (1958)
 FK0612
 FK0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0612'STATION RECOVERED IN GOOD CONDITION.
 FK0612'
 FK0612'REFERENCE MARK 1 FOUND BUT TABLET DAMAGED.
 FK0612'
 FK0612'REFERENCE MARK 2 NOT FOUND.
 FK0612
 FK0612                          STATION RECOVERY (1966)
 FK0612
 FK0612'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1966 (JPA)
 FK0612'STATION WAS RECOVERED IN GOOD CONDITION.
 FK0612'
 FK0612'AZIMUTH MARK CONCRETE POST FOUND ON SURFACE OF GROUND.
 FK0612'
 FK0612'STATION IS 4 MILES WEST AND 1/2 MILE NORTH OF REYDON, OKLAHOMA,
 FK0612'365 FEET WEST OF NORTH AND SOUTH ROAD, 25 FEET SOUTH OF EAST
 FK0612'AND WEST FENCE, 110 FEET WEST OF A WINDMILL.
 FK0612'
 FK0612'REFERENCE MARK NO. 2 IS 31.1 FEET FROM STATION, S 23 DEG 53 MIN W
 FK0612'AND NOT N 23 DEG 58 MIN E AS SHOWN IN THE DESCRIPTION.
 FK0612
 FK0612                          STATION RECOVERY (1967)
 FK0612
 FK0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FK0612'THE STATION AND R.M. NO. 2 WERE RECOVERED AND FOUND IN GOOD
 FK0612'CONDITION.  R.M. NO. 1 WAS NOT RECOVERED AND IT HAD BEEN
 FK0612'REPORTED DESTROYED.  THE DIRECTION TO R.M. NO. 2 FROM THE
 FK0612'STATION WAS FOUND TO BE 23 DEGREES INSTEAD OF 203 DEGREES
 FK0612'AS ORIGINALLY DESCRIBED.  ONE NEW REFERENCE MARK WAS ESTABLISHED
 FK0612'BUT NO OBJECTS WERE VISIBLE FROM THE GROUND SO AN AZIMUTH
 FK0612'MARK COULD NOT BE ESTABLISHED AT THIS TIME.
 FK0612'
 FK0612'TO REACH THE STATION FROM REYDON, FROM THE JUNCTION OF STATE
 FK0612'HIGHWAYS 30 AND 47 AT THE NORTHWEST EDGE OF TOWN, GO WEST
 FK0612'ON STATE HIGHWAY 47 FOR 4.15 MILES TO CROSSROADS, TURN RIGHT
 FK0612'AND GO NORTH FOR 0.4 MILES TO A WIRE GATE ON THE LEFT AND
 FK0612'STATION ABOUT 0.05 MILE TO THE LEFT.
 FK0612'
 FK0612'THE STATION MARK IS ABOUT 335 FEET WEST OF THE CENTERLINE
 FK0612'OF THE ROAD, 110 FEET WEST OF A WINDMILL, 25 FEET SOUTH
 FK0612'OF AN EAST-WEST FENCE AND 2.5 FEET SOUTH OF A ROUND POST
 FK0612'PAINTED YELLOW.  THE MARK PROJECTS ABOUT 1 FOOT AND THE DISK
 FK0612'IS STAMPED HANNA 1927.
 FK0612'
 FK0612'R.M. NO. 2 IS 33 FEET SOUTH-SOUTHWEST OF THE YELLOW POST.
 FK0612'THE MARK IS ABOUT FLUSH AND THE DISK IS STAMPED HANNA NO 2 1927.
 FK0612'
 FK0612'R.M. NO. 3 IS 52 FEET WEST-NORTHWEST OF THE YELLOW POST AND
 FK0612'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 5 INCHES AND
 FK0612'THE DISK IS STAMPED HANNA NO 3 1927 1967.
 FK0612'
 FK0612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES
 FK0612'WEST-NORTHWEST OF REYDON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0813 ***********************************************************************
 GK0813  DESIGNATION -  HARDESTY GRAIN ELEVATOR N GAB
 GK0813  PID         -  GK0813
 GK0813  STATE/COUNTY-  OK/TEXAS
 GK0813  COUNTRY     -  US
 GK0813  USGS QUAD   -  HARDESTY (2018)
 GK0813
 GK0813                         *CURRENT SURVEY CONTROL
 GK0813  ______________________________________________________________________
 GK0813* NAD 83(1997) POSITION- 36 36 50.14938(N) 101 11 28.40292(W)   ADJUSTED
 GK0813  ______________________________________________________________________
 GK0813  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 GK0813  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 GK0813  HORZ ORDER      -  THIRD
 GK0813
 GK0813.The horizontal coordinates were established by classical geodetic methods
 GK0813.and adjusted by the National Geodetic Survey in October 1998.
 GK0813
 GK0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0813.GEOID18 height accuracy estimate available here.
 GK0813
 GK0813.Click photographs - Photos may exist for this station.
 GK0813
 GK0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0813
 GK0813. The following values were computed from the NAD 83(1997) position.
 GK0813
 GK0813;                    North         East     Units Scale Factor Converg.
 GK0813;SPC OK N     -   183,765.355   314,572.576   MT  0.99997570   -1 52 59.8
 GK0813;SPC OK N     -   602,903.50  1,032,060.19   sFT  0.99997570   -1 52 59.8
 GK0813;SPC TX N     - 1,290,048.672   227,626.602   MT  1.00012890   +0 10 44.2
 GK0813;SPC TX N     - 4,232,434.68    746,804.94   sFT  1.00012890   +0 10 44.2
 GK0813;UTM  14      - 4,054,281.331   304,038.407   MT  1.00007313   -1 18 26.3
 GK0813
 GK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0403854281(NAD 83)
 GK0813
 GK0813                          SUPERSEDED SURVEY CONTROL
 GK0813
 GK0813  NAD 83(1993)-  36 36 50.14934(N)    101 11 28.40313(W) AD(       ) 3
 GK0813  NAD 83(1986)-  36 36 50.15242(N)    101 11 28.39000(W) AD(       ) 3
 GK0813  NAD 27      -  36 36 50.07000(N)    101 11 26.81000(W) AD(       ) 3
 GK0813
 GK0813.Superseded values are not recommended for survey control.
 GK0813
 GK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0813.See file dsdata.pdf to determine how the superseded data were derived.
 GK0813
 GK0813_MARKER: 81 = GABLE
 GK0813
 GK0813  HISTORY     - Date     Condition        Report By
 GK0813  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK0813  HISTORY     - 1963     GOOD             CGS
 GK0813
 GK0813                          STATION DESCRIPTION
 GK0813
 GK0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JBA)
 GK0813'THE ELEVATOR IS LOCATED IN THE SOUTHERN PART OF THE TOWN OF HARDESTY.
 GK0813'IT IS THE SOUTHWEST AND OLDEST OF THREE ELEVATORS LOCATED ALONG
 GK0813'RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1024 ***********************************************************************
 GH1024  DESIGNATION -  HARDY
 GH1024  PID         -  GH1024
 GH1024  STATE/COUNTY-  OK/KAY
 GH1024  COUNTRY     -  US
 GH1024  USGS QUAD   -  HARDY (2018)
 GH1024
 GH1024                         *CURRENT SURVEY CONTROL
 GH1024  ______________________________________________________________________
 GH1024* NAD 83(1997) POSITION- 36 55 42.47965(N) 096 46 28.74791(W)   ADJUSTED
 GH1024* NAVD 88 ORTHO HEIGHT -   392.    (meters)     1286.    (feet) SCALED
 GH1024  ______________________________________________________________________
 GH1024  GEOID HEIGHT    -        -29.066 (meters)                     GEOID18
 GH1024  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 GH1024  HORZ ORDER      -  FIRST
 GH1024
 GH1024.The horizontal coordinates were established by classical geodetic methods
 GH1024.and adjusted by the National Geodetic Survey in October 1998.
 GH1024
 GH1024.The orthometric height was scaled from a topographic map.
 GH1024
 GH1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1024.GEOID18 height accuracy estimate available here.
 GH1024
 GH1024.Click photographs - Photos may exist for this station.
 GH1024
 GH1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1024
 GH1024. The following values were computed from the NAD 83(1997) position.
 GH1024
 GH1024;                    North         East     Units Scale Factor Converg.
 GH1024;SPC OK N     -   214,668.148   709,173.108   MT  1.00003353   +0 43 23.3
 GH1024;SPC OK N     -   704,290.42  2,326,678.77   sFT  1.00003353   +0 43 23.3
 GH1024;UTM  14      - 4,089,250.226   698,202.009   MT  1.00008397   +1 20 14.9
 GH1024
 GH1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1024!SPC OK N     -   0.99994303  x   1.00003353  =   0.99997655
 GH1024!UTM  14      -   0.99994303  x   1.00008397  =   1.00002699
 GH1024
 GH1024:                Primary Azimuth Mark                     Grid Az
 GH1024:SPC OK N     -  HARDY AZ MK                              173 43 48.7
 GH1024:UTM  14      -  HARDY AZ MK                              173 06 57.1
 GH1024
 GH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9820289250(NAD 83)
 GH1024
 GH1024|---------------------------------------------------------------------|
 GH1024| PID    Reference Object                     Distance      Geod. Az  |
 GH1024|                                                           dddmmss.s |
 GH1024| CI1546 HARDY RM 1                           26.890 METERS 02250     |
 GH1024| GH1001 FORAKER MUNICIPAL TANK              APPROX.19.4 KM 1085145.3 |
 GH1024| CI1545 HARDY AZ MK                                        1742712.0 |
 GH1024| CI1547 HARDY RM 2                           21.721 METERS 27845     |
 GH1024|---------------------------------------------------------------------|
 GH1024
 GH1024                          SUPERSEDED SURVEY CONTROL
 GH1024
 GH1024  NAD 83(1993)-  36 55 42.47849(N)    096 46 28.74604(W) AD(       ) 1
 GH1024  NAD 83(1986)-  36 55 42.49308(N)    096 46 28.73712(W) AD(       ) 1
 GH1024  NAD 27      -  36 55 42.37918(N)    096 46 27.62836(W) AD(       ) 1
 GH1024
 GH1024.Superseded values are not recommended for survey control.
 GH1024
 GH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1024.See file dsdata.pdf to determine how the superseded data were derived.
 GH1024
 GH1024_MARKER: DS = TRIANGULATION STATION DISK
 GH1024_SETTING: 66 = SET IN ROCK OUTCROP
 GH1024_STAMPING: HARDY 1935
 GH1024_MARK LOGO: CGS
 GH1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1024+STABILITY: POSITION/ELEVATION WELL
 GH1024
 GH1024  HISTORY     - Date     Condition        Report By
 GH1024  HISTORY     - 1935     MONUMENTED       CGS
 GH1024  HISTORY     - 1963     GOOD             CGS
 GH1024
 GH1024                          STATION DESCRIPTION
 GH1024
 GH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1024'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 9,
 GH1024'T. 28 N., R. 5 E., ABOUT 3 MILES SOUTH AND 1-1/2 MILES EAST
 GH1024'OF HARDY, AND ABOUT 6-1/2 MILES WEST AND 1 MILE SOUTH OF
 GH1024'GRAINOLA, OKLAHOMA, ON THE TOP OF THE HIGHEST POINT, ON A
 GH1024'RIDGE IN PASTURE LAND OWNED BY N.T. OLSON, WHO LIVES NEAR HARDY.
 GH1024'
 GH1024'STATION IS REACHED FROM HARDY BY GOING EAST 0.5 MILE TO
 GH1024'NORTHEAST CORNER OF SCHOOLYARD, THEN TURN RIGHT AND FOLLOW
 GH1024'MAIN ROAD SOUTHEAST AND SOUTH FOR 1.4 MILES, THEN TURN LEFT
 GH1024'AND GO EAST FOR 1.55 MILES TO AN OLD UNUSED CATTLE GUARD,
 GH1024'THEN LEAVE GRADED DIRT ROAD, TURN RIGHT AND GO SOUTH ON
 GH1024'PRAIRIE ROAD FOR 0.45 MILE, THEN TURN LEFT AND GO AROUND
 GH1024'LEFT (EAST) SIDE OF RISE 0.5 MILE.  FOLLOW MAIN PRAIRIE
 GH1024'ROAD SOUTHWEST PAST SPRINGS TO TOP OF RIDGE AND STATION.
 GH1024'THERE IS NO UNDERGROUND MARK.
 GH1024'
 GH1024'REFERENCE MARK NO. 1 IS LOCATED 86.58 FEET NORTH OF STATION.
 GH1024'
 GH1024'REFERENCE MARK NO. 2 IS LOCATED 71.26 FEET WEST OF STATION.
 GH1024'
 GH1024'AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE SOUTH OF STATION ON
 GH1024'SAME RIDGE IN PASTURE LAND.  SQUARE TOP MARK PROJECTS ABOVE
 GH1024'SURFACE OF GROUND 8 INCHES.
 GH1024'
 GH1024'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED.
 GH1024'
 GH1024'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH1024
 GH1024                          STATION RECOVERY (1963)
 GH1024
 GH1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1024'STATION WAS VISITED BY A LIGHTKEEPER ONLY.  STATION RECOVERED
 GH1024'AS DESCRIBED IN 1935.  THE ROUTE TO THE STATION HAS CHANGED.
 GH1024'FOLLOWING IS A NEW ROUTING TO THE STATION.
 GH1024'
 GH1024'STATION IS REACHED FROM HARDY BY GOING EAST 0.5 MILE TO THE
 GH1024'NORTHEAST CORNER OF SCHOOLYARD, THEN TURN RIGHT AND FOLLOW
 GH1024'MAIN ROAD SOUTHEAST AND SOUTH FOR 1.4 MILES, THEN TURN LEFT
 GH1024'AND GO EAST FOR 1.55 MILES TO AN OLD UNUSED CATTLE GUARD, THEN
 GH1024'LEAVE GRADED DIRT ROAD, TURN RIGHT AND GO SOUTH ON PRAIRIE
 GH1024'ROAD FOR 0.45 MILE TO A GATE, TURN RIGHT AND GO 0.1 MILE
 GH1024'TO A GATE, PASS THROUGH AND CONTINUE ON MAIN ROAD FOR 0.5
 GH1024'MILE TO TOP OF RIDGE, CONTINUE SOUTHERLY ALONG RIDGE FOR
 GH1024'1.2 MILES TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1416 ***********************************************************************
 GL1416  DESIGNATION -  HARMER
 GL1416  PID         -  GL1416
 GL1416  STATE/COUNTY-  OK/CIMARRON
 GL1416  COUNTRY     -  US
 GL1416  USGS QUAD   -  BOISE CITY SE (2018)
 GL1416
 GL1416                         *CURRENT SURVEY CONTROL
 GL1416  ______________________________________________________________________
 GL1416* NAD 83(1997) POSITION- 36 36 44.90349(N) 102 36 19.59922(W)   ADJUSTED
 GL1416* NAVD 88 ORTHO HEIGHT -  1315.9   (meters)     4317.    (feet) VERTCON3
 GL1416  ______________________________________________________________________
 GL1416  GEOID HEIGHT    -        -23.619 (meters)                     GEOID18
 GL1416  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC18
 GL1416  HORZ ORDER      -  FIRST
 GL1416
 GL1416.The horizontal coordinates were established by classical geodetic methods
 GL1416.and adjusted by the National Geodetic Survey in October 1998.
 GL1416
 GL1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1416
 GL1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1416.GEOID18 height accuracy estimate available here.
 GL1416
 GL1416.Click photographs - Photos may exist for this station.
 GL1416
 GL1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1416
 GL1416. The following values were computed from the NAD 83(1997) position.
 GL1416
 GL1416;                    North         East     Units Scale Factor Converg.
 GL1416;SPC OK N     -   188,682.274   188,155.309   MT  0.99997550   -2 43 04.4
 GL1416;SPC OK N     -   619,035.09    617,306.21   sFT  0.99997550   -2 43 04.4
 GL1416;SPC TX N     - 1,290,396.757   101,094.827   MT  1.00012837   -0 38 26.3
 GL1416;SPC TX N     - 4,233,576.69    331,675.28   sFT  1.00012837   -0 38 26.3
 GL1416;UTM  13      - 4,054,553.969   714,152.671   MT  1.00016505   +1 25 43.2
 GL1416
 GL1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1416!SPC OK N     -   0.99979723  x   0.99997550  =   0.99977274
 GL1416!SPC TX N     -   0.99979723  x   1.00012837  =   0.99992558
 GL1416!UTM  13      -   0.99979723  x   1.00016505  =   0.99996225
 GL1416
 GL1416:                Primary Azimuth Mark                     Grid Az
 GL1416:SPC OK N     -  GRAIN ELEVATOR SOUTH GABLE               314 42 07.4
 GL1416:SPC TX N     -  GRAIN ELEVATOR SOUTH GABLE               312 37 29.3
 GL1416:UTM  13      -  GRAIN ELEVATOR SOUTH GABLE               310 33 19.8
 GL1416
 GL1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1415254553(NAD 83)
 GL1416
 GL1416|---------------------------------------------------------------------|
 GL1416| PID    Reference Object                     Distance      Geod. Az  |
 GL1416|                                                           dddmmss.s |
 GL1416| CM8714 HARMER RM 1                                        0272341.4 |
 GL1416| GL1414 BOISE CITY CIMARRON UTIL CO TK      APPROX.15.3 KM 0320839.7 |
 GL1416| CM8715 HARMER RM 2                          30.276 METERS 14057     |
 GL1416| GL1418 GRAIN ELEVATOR SOUTH GABLE          APPROX. 5.8 KM 3115903.0 |
 GL1416|---------------------------------------------------------------------|
 GL1416
 GL1416                          SUPERSEDED SURVEY CONTROL
 GL1416
 GL1416  NAD 83(1993)-  36 36 44.90308(N)    102 36 19.60015(W) AD(       ) 1
 GL1416  NAD 83(1992)-  36 36 44.91430(N)    102 36 19.59810(W) AD(       ) 1
 GL1416  NAD 83(1986)-  36 36 44.91577(N)    102 36 19.59368(W) AD(       ) 1
 GL1416  NAD 27      -  36 36 44.82400(N)    102 36 17.91600(W) AD(       ) 1
 GL1416  NGVD 29 (07/19/86) 1315.4    (m)         4316.     (f) VERT ANG       
 GL1416
 GL1416.Superseded values are not recommended for survey control.
 GL1416
 GL1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1416.See file dsdata.pdf to determine how the superseded data were derived.
 GL1416
 GL1416_MARKER: DS = TRIANGULATION STATION DISK
 GL1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1416_STAMPING: HARMER 1931
 GL1416_MARK LOGO: CGS
 GL1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1416+STABILITY: SURFACE MOTION
 GL1416
 GL1416  HISTORY     - Date     Condition        Report By
 GL1416  HISTORY     - 1931     MONUMENTED       CGS
 GL1416  HISTORY     - 1966     GOOD             USGS
 GL1416
 GL1416                          STATION DESCRIPTION
 GL1416
 GL1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1416'STATION IS ABOUT 3-1/2 MILES (AIR LINE) SE OF HARMER, A STATION
 GL1416'ON THE SANTA FE RAILROAD, ABOUT 9-1/2 MILES SW OF BOISE CITY,
 GL1416'ABOUT 1 MILE S OF THE N FORK OF THE CANADIAN RIVER, ON A SLIGHT
 GL1416'RISE IN UNCULTIVATED GROUND IN THE NW CORNER OF SEC. 26,
 GL1416'T 2 N, R 4 E.
 GL1416'
 GL1416'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GL1416'CONCRETE.  NO UNDERGROUND MARK SET.
 GL1416'
 GL1416'REFERENCE MARK NO. 1 IS FLUSH WITH GROUND, 3.4 METERS (11 FEET)
 GL1416'W OF W SIDE OF WIRE GATE, 0.17 METER (0.6 FOOT) S OF FENCE
 GL1416'LINE, AND APPROXIMATELY 0.5 MILE FROM STATION, N 27 DEG
 GL1416'24 MIN W.  REFERENCE MARK NO. 2 PROJECTS ABOUT
 GL1416'4 INCHES ABOVE GROUND, AND IS 99.33 FEET FROM STATION,
 GL1416'S 39 DEG 03 MIN E.
 GL1416'
 GL1416'BEARING FROM STATION OF BOISE CITY, CIMARRON UTILITIES COMPANY,
 GL1416'TANK, IS N 32 DEG 09 MIN E.  GRAIN ELEVATOR, SOUTH
 GL1416'GABLE, N 48 DEG 01 MIN W.
 GL1416'
 GL1416'TO REACH STATION FROM BOISE CITY GO W FROM COURTHOUSE SQUARE
 GL1416'0.2 MILE, S 3/4 MILE, W 2.0 MILE, S 5.8 MILES TO WIRE GATE
 GL1416'ON W SIDE OF ROAD.  GO THROUGH GATE AND FOLLOW ROAD ACROSS
 GL1416'PRIVATE SW AND S, W AND SW FOR 2-1/2 MILES TO SMALL RANCH
 GL1416'HOUSE.  GO THROUGH GATE TO SW OF HOUSE AND FOLLOW ROAD TO
 GL1416'WESTWARD 1.2 MILES TO WIRE CORRAL THAT IS ABOUT 100 YARDS
 GL1416'S OF A SECTION LINE FENCE.  AT CORRAL TURN TO LEFT AND GO
 GL1416'ABOUT 0.35 MILE TO SW TO STATION ON HIGH GROUND.
 GL1416
 GL1416                          STATION RECOVERY (1966)
 GL1416
 GL1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL1416'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0701 ***********************************************************************
 GJ0701  DESIGNATION -  HARMON
 GJ0701  PID         -  GJ0701
 GJ0701  STATE/COUNTY-  OK/ELLIS
 GJ0701  COUNTRY     -  US
 GJ0701  USGS QUAD   -  HARMON SE (2018)
 GJ0701
 GJ0701                         *CURRENT SURVEY CONTROL
 GJ0701  ______________________________________________________________________
 GJ0701* NAD 83(1993) POSITION- 36 03 59.98083(N) 099 33 56.53531(W)   ADJUSTED
 GJ0701* NAVD 88 ORTHO HEIGHT -   752.    (meters)     2467.    (feet) SCALED
 GJ0701  ______________________________________________________________________
 GJ0701  GEOID HEIGHT    -        -28.324 (meters)                     GEOID18
 GJ0701  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 GJ0701  HORZ ORDER      -  FIRST
 GJ0701
 GJ0701.The horizontal coordinates were established by classical geodetic methods
 GJ0701.and adjusted by the National Geodetic Survey in November 1994.
 GJ0701
 GJ0701.The orthometric height was scaled from a topographic map.
 GJ0701
 GJ0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0701.GEOID18 height accuracy estimate available here.
 GJ0701
 GJ0701.Click photographs - Photos may exist for this station.
 GJ0701
 GJ0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0701
 GJ0701. The following values were computed from the NAD 83(1993) position.
 GJ0701
 GJ0701;                    North         East     Units Scale Factor Converg.
 GJ0701;SPC OK N     -   119,486.171   458,962.830   MT  0.99994695   -0 55 26.4
 GJ0701;SPC OK N     -   392,014.21  1,505,780.55   sFT  0.99994695   -0 55 26.4
 GJ0701;UTM  14      - 3,991,490.273   449,057.108   MT  0.99963198   -0 19 59.0
 GJ0701
 GJ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0701!SPC OK N     -   0.99988639  x   0.99994695  =   0.99983334
 GJ0701!UTM  14      -   0.99988639  x   0.99963198  =   0.99951841
 GJ0701
 GJ0701:                Primary Azimuth Mark                     Grid Az
 GJ0701:SPC OK N     -  HARMON AZ MK                             047 32 14.3
 GJ0701:UTM  14      -  HARMON AZ MK                             046 56 46.9
 GJ0701
 GJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4905791490(NAD 83)
 GJ0701
 GJ0701|---------------------------------------------------------------------|
 GJ0701| PID    Reference Object                     Distance      Geod. Az  |
 GJ0701|                                                           dddmmss.s |
 GJ0701| CK9808 HARMON RM 1                          14.429 METERS 03212     |
 GJ0701| CK9807 HARMON AZ MK                                       0463647.9 |
 GJ0701| CK9809 HARMON RM 2                          15.935 METERS 29633     |
 GJ0701|---------------------------------------------------------------------|
 GJ0701
 GJ0701                          SUPERSEDED SURVEY CONTROL
 GJ0701
 GJ0701  NAD 83(1986)-  36 03 59.98765(N)    099 33 56.52630(W) AD(       ) 1
 GJ0701  NAD 27      -  36 03 59.82833(N)    099 33 55.12428(W) AD(       ) 1
 GJ0701
 GJ0701.Superseded values are not recommended for survey control.
 GJ0701
 GJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0701.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0701
 GJ0701_MARKER: DS = TRIANGULATION STATION DISK
 GJ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0701_STAMPING: HARMON 1963
 GJ0701_MARK LOGO: CGS
 GJ0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0701+STABILITY: SURFACE MOTION
 GJ0701
 GJ0701  HISTORY     - Date     Condition        Report By
 GJ0701  HISTORY     - 1963     MONUMENTED       CGS
 GJ0701
 GJ0701                          STATION DESCRIPTION
 GJ0701
 GJ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0701'THE STATION IS ON A LOW, BRUSH COVERED HILL, ABOUT 16 MILES SOUTHWEST
 GJ0701'OF VICI, 12-1/4 MILES SOUTHEAST OF ARNETT AND 5-1/4 MILES SOUTH
 GJ0701'OF HARMON.
 GJ0701'
 GJ0701'TO REACH THE STATION FROM THE POST OFFICE IN HARMON, GO EAST ON
 GJ0701'U. S. HIGHWAY 60 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 GJ0701'GO SOUTH ON GRADED ROAD FOR 5.0 MILES TO A T-ROAD INTERSECTION,
 GJ0701'WHERE THE MAIN ROAD TURNS LEFT.  TURN RIGHT LEAVING MAIN ROAD AND GO
 GJ0701'WEST ON TRACK ROAD FOR 0.3 MILE TO SOME OLD FARM BUILDINGS.
 GJ0701'CONTINUE WEST ON TRACK ROAD FOR 0.75 MILE TO A WIRE GATE.  PASS
 GJ0701'THROUGH GATE, THEN TURN LEFT, SOUTH FOR 0.1 MILE TO A
 GJ0701'WINDMILL AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 GJ0701'TRACK ROAD FOR 0.2 MILE.  TURN RIGHT, LEAVING TRACK ROAD AND
 GJ0701'GO WEST AND SOUTHWEST FOR 0.4 MILE TO THE HIGHEST POINT OF THE
 GJ0701'HILL AND THE STATION.
 GJ0701'
 GJ0701'STATION MARK IS A STANDARD DISK, STAMPED HARMON 1963, SET IN THE
 GJ0701'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 GJ0701'4 FEET NORTHEAST OF A WITNESS POST.
 GJ0701'
 GJ0701'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARMON NO 1 1963, SET
 GJ0701'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0701'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0701'
 GJ0701'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARMON NO 2 1963, SET
 GJ0701'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GJ0701'IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 GJ0701'
 GJ0701'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARMON 1963, SET IN THE TOP
 GJ0701'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 55
 GJ0701'FEET EAST OF A WINDMILL, 1.5 FEET NORTH OF A WITNESS POST AND 1 FOOT
 GJ0701'WEST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0580 ***********************************************************************
 GJ0580  DESIGNATION -  HARPER
 GJ0580  PID         -  GJ0580
 GJ0580  STATE/COUNTY-  OK/DEWEY
 GJ0580  COUNTRY     -  US
 GJ0580  USGS QUAD   -  CANTON SW (2018)
 GJ0580
 GJ0580                         *CURRENT SURVEY CONTROL
 GJ0580  ______________________________________________________________________
 GJ0580* NAD 83(1993) POSITION- 36 03 28.53407(N) 098 38 32.27222(W)   ADJUSTED
 GJ0580* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 GJ0580  ______________________________________________________________________
 GJ0580  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 GJ0580  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 GJ0580  HORZ ORDER      -  SECOND
 GJ0580
 GJ0580.The horizontal coordinates were established by classical geodetic methods
 GJ0580.and adjusted by the National Geodetic Survey in November 1994.
 GJ0580
 GJ0580.The orthometric height was scaled from a topographic map.
 GJ0580
 GJ0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0580.GEOID18 height accuracy estimate available here.
 GJ0580
 GJ0580.Click photographs - Photos may exist for this station.
 GJ0580
 GJ0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0580
 GJ0580. The following values were computed from the NAD 83(1993) position.
 GJ0580
 GJ0580;                    North         East     Units Scale Factor Converg.
 GJ0580;SPC OK N     -   117,571.113   542,133.915   MT  0.99994723   -0 22 44.6
 GJ0580;SPC OK N     -   385,731.23  1,778,651.02   sFT  0.99994723   -0 22 44.6
 GJ0580;UTM  14      - 3,990,432.530   532,215.317   MT  0.99961279   +0 12 38.0
 GJ0580
 GJ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0580!SPC OK N     -   0.99991858  x   0.99994723  =   0.99986581
 GJ0580!UTM  14      -   0.99991858  x   0.99961279  =   0.99953140
 GJ0580
 GJ0580:                Primary Azimuth Mark                     Grid Az
 GJ0580:SPC OK N     -  HARPER AZ MK                             087 42 26.4
 GJ0580:UTM  14      -  HARPER AZ MK                             087 07 03.8
 GJ0580
 GJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3221590432(NAD 83)
 GJ0580
 GJ0580|---------------------------------------------------------------------|
 GJ0580| PID    Reference Object                     Distance      Geod. Az  |
 GJ0580|                                                           dddmmss.s |
 GJ0580| CK9813 HARPER AZ MK                                       0871941.8 |
 GJ0580| CK9814 HARPER RM 1                          15.883 METERS 09242     |
 GJ0580| GJ0578 CANTON GRAIN CO ELEVATOR            APPROX. 4.7 KM 0940632.3 |
 GJ0580| GJ0577 CANTON EAST MUN WATER TANK          APPROX. 4.8 KM 0950631.7 |
 GJ0580| GJ0579 CANTON WEST MUN WATER TANK          APPROX. 2.1 KM 0980137.6 |
 GJ0580| CK9815 HARPER RM 2                          19.197 METERS 26848     |
 GJ0580|---------------------------------------------------------------------|
 GJ0580
 GJ0580                          SUPERSEDED SURVEY CONTROL
 GJ0580
 GJ0580  NAD 83(1986)-  36 03 28.53782(N)    098 38 32.25741(W) AD(       ) 2
 GJ0580  NAD 27      -  36 03 28.39640(N)    098 38 30.94718(W) AD(       ) 2
 GJ0580
 GJ0580.Superseded values are not recommended for survey control.
 GJ0580
 GJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0580.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0580
 GJ0580_MARKER: DS = TRIANGULATION STATION DISK
 GJ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0580_STAMPING: HARPER 1963
 GJ0580_MARK LOGO: CGS
 GJ0580_PROJECTION: FLUSH
 GJ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0580+STABILITY: SURFACE MOTION
 GJ0580
 GJ0580  HISTORY     - Date     Condition        Report By
 GJ0580  HISTORY     - 1963     MONUMENTED       CGS
 GJ0580
 GJ0580                          STATION DESCRIPTION
 GJ0580
 GJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0580'STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 51,
 GJ0580'ABOUT 3 MILES WEST OF CANTON.
 GJ0580'
 GJ0580'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 58
 GJ0580'IN CANTON, GO WEST ON HIGHWAY 51 FOR 2.8 MILES TO A CROSSROAD AT
 GJ0580'THE BLAINE-DEWEY COUNTY LINE AND THE AZIMUTH MARK IN THE NORTHEAST
 GJ0580'ANGLE.  CONTINUE WEST FOR 0.4 MILE TO A DRIVEWAY LEADING TO A FARM
 GJ0580'HOME ON THE RIGHT AND THE STATION ON THE LEFT SIDE OF THE
 GJ0580'HIGHWAY.
 GJ0580'
 GJ0580'STATION MARK IS A STANDARD DISK, STAMPED HARPER 1961, SET IN THE
 GJ0580'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0580'49.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.0 FEET WEST OF
 GJ0580'A POWER LINE POLE, 3.0 FEET NORTH OF A FENCE LINE AND 3.2 FEET
 GJ0580'EAST SOUTHEAST OF A METAL WITNESS POST.
 GJ0580'
 GJ0580'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARPER NO 1 1963, SET
 GJ0580'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0580'AND 1-1/2 FEET LOWER THAN THE STATION.  IT IS 50 FEET SOUTH OF THE
 GJ0580'CENTERLINE OF THE HIGHWAY, 28.0 FEET EAST OF THE POWERLINE POLE
 GJ0580'AND 1.2 FEET NORTH OF THE FENCE LINE.
 GJ0580'
 GJ0580'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARPER NO 2 1963, SET
 GJ0580'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 GJ0580'1-1/2 FEET HIGHER THAN THE STATION.  IT IS 50 FEET SOUTH OF THE
 GJ0580'CENTERLINE OF THE HIGHWAY AND 1.2 FEET NORTH OF THE FENCE LINE.
 GJ0580'
 GJ0580'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARPER 1963, SET IN THE
 GJ0580'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0580'7.5 FEET EAST OF AN EAST GATEPOST, 55 FEET NORTH OF THE CENTERLINE
 GJ0580'OF THE HIGHWAY, 1.6 FEET WEST OF A METAL WITNESS POST AND 1.2 FEET
 GJ0580'SOUTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0898 ***********************************************************************
 FJ0898  DESIGNATION -  HARRAH
 FJ0898  PID         -  FJ0898
 FJ0898  STATE/COUNTY-  OK/LINCOLN
 FJ0898  COUNTRY     -  US
 FJ0898  USGS QUAD   -  MCLOUD (2018)
 FJ0898
 FJ0898                         *CURRENT SURVEY CONTROL
 FJ0898  ______________________________________________________________________
 FJ0898* NAD 83(1993) POSITION- 35 29 32.78933(N) 097 06 47.98234(W)   ADJUSTED
 FJ0898* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ0898  ______________________________________________________________________
 FJ0898  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 FJ0898  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 FJ0898  HORZ ORDER      -  SECOND
 FJ0898
 FJ0898.The horizontal coordinates were established by classical geodetic methods
 FJ0898.and adjusted by the National Geodetic Survey in November 1994.
 FJ0898
 FJ0898.The orthometric height was scaled from a topographic map.
 FJ0898
 FJ0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0898.GEOID18 height accuracy estimate available here.
 FJ0898
 FJ0898.Click photographs - Photos may exist for this station.
 FJ0898
 FJ0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0898
 FJ0898. The following values were computed from the NAD 83(1993) position.
 FJ0898
 FJ0898;                    North         East     Units Scale Factor Converg.
 FJ0898;SPC OK N     -    55,005.540   680,454.740   MT  1.00001430   +0 31 23.8
 FJ0898;SPC OK N     -   180,464.01  2,232,458.59   sFT  1.00001430   +0 31 23.8
 FJ0898;SPC OK S     -   239,862.861   680,458.620   MT  1.00006148   +0 30 11.8
 FJ0898;SPC OK S     -   786,950.07  2,232,471.32   sFT  1.00006148   +0 30 11.8
 FJ0898;UTM  14      - 3,929,291.415   671,134.285   MT  0.99996092   +1 05 44.4
 FJ0898
 FJ0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0898!SPC OK N     -   0.99994808  x   1.00001430  =   0.99996237
 FJ0898!SPC OK S     -   0.99994808  x   1.00006148  =   1.00000955
 FJ0898!UTM  14      -   0.99994808  x   0.99996092  =   0.99990900
 FJ0898
 FJ0898:                Primary Azimuth Mark                     Grid Az
 FJ0898:SPC OK N     -  HARRAH AZ MK                             272 22 57.5
 FJ0898:SPC OK S     -  HARRAH AZ MK                             272 24 09.5
 FJ0898:UTM  14      -  HARRAH AZ MK                             271 48 36.9
 FJ0898
 FJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7113429291(NAD 83)
 FJ0898
 FJ0898|---------------------------------------------------------------------|
 FJ0898| PID    Reference Object                     Distance      Geod. Az  |
 FJ0898|                                                           dddmmss.s |
 FJ0898| FJ0899 TT 3 EV                              26.308 METERS 00622     |
 FJ0898| CL5326 HARRAH RM 2                          25.853 METERS 09004     |
 FJ0898| FJ0895 MC LOUD MUNICIPAL TANK              APPROX. 6.5 KM 1615208.3 |
 FJ0898| CL5325 HARRAH AZ MK                                       2725421.3 |
 FJ0898| FJ0852 HARRAH OG AND E STACK               APPROX. 6.3 KM 2853648.7 |
 FJ0898|---------------------------------------------------------------------|
 FJ0898
 FJ0898                          SUPERSEDED SURVEY CONTROL
 FJ0898
 FJ0898  NAD 83(1986)-  35 29 32.79550(N)    097 06 47.96417(W) AD(       ) 2
 FJ0898  NAD 27      -  35 29 32.56348(N)    097 06 46.86001(W) AD(       ) 2
 FJ0898
 FJ0898.Superseded values are not recommended for survey control.
 FJ0898
 FJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0898.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0898
 FJ0898_MARKER: DS = TRIANGULATION STATION DISK
 FJ0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0898_STAMPING: HARRAH 1955
 FJ0898_MARK LOGO: CGS
 FJ0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0898+STABILITY: SURFACE MOTION
 FJ0898
 FJ0898  HISTORY     - Date     Condition        Report By
 FJ0898  HISTORY     - 1955     MONUMENTED       CGS
 FJ0898
 FJ0898                          STATION DESCRIPTION
 FJ0898
 FJ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0898'THE STATION IS ABOUT 3 MILES EAST OF HARRAH, 1-1/2 MILES
 FJ0898'EAST OF THE LINCOLN-OKLAHOMA COUNTY LINE, ON THE SOUTH RIGHT-OF-WAY
 FJ0898'OF U.S. HIGHWAY 62, NEAR THE CENTER OF THE NORTH SIDE OF
 FJ0898'SEC. 29, T. 12 N., R. 2 E.,
 FJ0898'
 FJ0898'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 270 IN
 FJ0898'HARRAH, GO EASTERLY ON U.S. HIGHWAY 62 FOR 3.05 MILES TO
 FJ0898'A PIPELINE CROSSING AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FJ0898'STRAIGHT AHEAD FOR 0.3 MILE TO A TRUCK PARKING AREA AND
 FJ0898'THE STATION ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY.
 FJ0898'
 FJ0898'THE STATION MARK, 49 FEET SOUTH OF THE CENTER LINE OF U.S.
 FJ0898'HIGHWAY 62, 4 FEET WEST OF A WHITE POST, 2 FEET NORTH OF
 FJ0898'THE SOUTH RIGHT-OF-WAY FENCE LINE, PROJECTS 5 INCHES AND
 FJ0898'THE DISK IS STAMPED HARRAH 1955.
 FJ0898'
 FJ0898'USGS BENCH MARK, NORTH OF THE STATION, 37 FEET NORTH OF
 FJ0898'THE CENTER LINE OF U.S. HIGHWAY 62, 3 FEET SOUTH OF THE
 FJ0898'NORTH RIGHT-OF-WAY FENCE LINE, PROJECTS 6 INCHES AND THE
 FJ0898'DISK IS STAMPED 1955 1175 TT 3 EV.
 FJ0898'
 FJ0898'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE WEST OF THE STATION,
 FJ0898'49 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 62, 23
 FJ0898'FEET WEST OF A PIPELINE CROSSING MARKER, 2 FEET SOUTH OF
 FJ0898'A POWER LINE POLE, 3 FEET SOUTHEAST OF A WHITE POST, PROJECTS
 FJ0898'5 INCHES AND THE DISK IS STAMPED HARRAH 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0852 ***********************************************************************
 FJ0852  DESIGNATION -  HARRAH OG AND E STACK
 FJ0852  PID         -  FJ0852
 FJ0852  STATE/COUNTY-  OK/OKLAHOMA
 FJ0852  COUNTRY     -  US
 FJ0852  USGS QUAD   -  HORSESHOE LAKE (2018)
 FJ0852
 FJ0852                         *CURRENT SURVEY CONTROL
 FJ0852  ______________________________________________________________________
 FJ0852* NAD 83(1993) POSITION- 35 30 27.34828(N) 097 10 47.03301(W)   ADJUSTED
 FJ0852  ______________________________________________________________________
 FJ0852  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 FJ0852  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 FJ0852  HORZ ORDER      -  THIRD
 FJ0852
 FJ0852.The horizontal coordinates were established by classical geodetic methods
 FJ0852.and adjusted by the National Geodetic Survey in November 1994.
 FJ0852
 FJ0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0852.GEOID18 height accuracy estimate available here.
 FJ0852
 FJ0852.Click photographs - Photos may exist for this station.
 FJ0852
 FJ0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0852
 FJ0852. The following values were computed from the NAD 83(1993) position.
 FJ0852
 FJ0852;                    North         East     Units Scale Factor Converg.
 FJ0852;SPC OK N     -    56,634.008   674,415.415   MT  1.00001125   +0 29 02.7
 FJ0852;SPC OK N     -   185,806.74  2,212,644.57   sFT  1.00001125   +0 29 02.7
 FJ0852;UTM  14      - 3,930,859.314   665,079.371   MT  0.99993583   +1 03 26.9
 FJ0852
 FJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6507930859(NAD 83)
 FJ0852
 FJ0852                          SUPERSEDED SURVEY CONTROL
 FJ0852
 FJ0852  NAD 83(1986)-  35 30 27.35486(N)    097 10 47.01491(W) AD(       ) 3
 FJ0852  NAD 27      -  35 30 27.12589(N)    097 10 45.90260(W) AD(       ) 3
 FJ0852
 FJ0852.Superseded values are not recommended for survey control.
 FJ0852
 FJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0852.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0852
 FJ0852_MARKER: 63 = STACK
 FJ0852
 FJ0852  HISTORY     - Date     Condition        Report By
 FJ0852  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0852
 FJ0852                          STATION DESCRIPTION
 FJ0852
 FJ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0852'THE STATION IS THE CENTER OF THE TOP OF THE SILVER COLORED METAL
 FJ0852'STACK ATOP THE RED BRICK POWER PLANT OF THE OKLAHOMA GAS AND
 FJ0852'ELECTRIC CO.  IT IS THE TALLEST ONE OF FIVE STACKS.
 FJ0852'
 FJ0852'THE POWER PLANT IS LOCATED ABOUT 1.5 MILES NORTHWEST OF HARRAH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0911 ***********************************************************************
 FJ0911  DESIGNATION -  HARRAH ST TERESA CATH CH CROSS
 FJ0911  PID         -  FJ0911
 FJ0911  STATE/COUNTY-  OK/OKLAHOMA
 FJ0911  COUNTRY     -  US
 FJ0911  USGS QUAD   -  HARRAH (2018)
 FJ0911
 FJ0911                         *CURRENT SURVEY CONTROL
 FJ0911  ______________________________________________________________________
 FJ0911* NAD 83(1993) POSITION- 35 29 02.19565(N) 097 09 46.11239(W)   ADJUSTED
 FJ0911  ______________________________________________________________________
 FJ0911  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 FJ0911  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 FJ0911  HORZ ORDER      -  THIRD
 FJ0911
 FJ0911.The horizontal coordinates were established by classical geodetic methods
 FJ0911.and adjusted by the National Geodetic Survey in November 1994.
 FJ0911
 FJ0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0911.GEOID18 height accuracy estimate available here.
 FJ0911
 FJ0911.Click photographs - Photos may exist for this station.
 FJ0911
 FJ0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0911
 FJ0911. The following values were computed from the NAD 83(1993) position.
 FJ0911
 FJ0911;                    North         East     Units Scale Factor Converg.
 FJ0911;SPC OK N     -    54,022.825   675,973.221   MT  1.00001604   +0 29 38.6
 FJ0911;SPC OK N     -   177,239.89  2,217,755.48   sFT  1.00001604   +0 29 38.6
 FJ0911;UTM  14      - 3,928,264.035   666,663.094   MT  0.99994231   +1 04 00.1
 FJ0911
 FJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6666328264(NAD 83)
 FJ0911
 FJ0911                          SUPERSEDED SURVEY CONTROL
 FJ0911
 FJ0911  NAD 83(1986)-  35 29 02.20204(N)    097 09 46.09427(W) AD(       ) 3
 FJ0911  NAD 27      -  35 29 01.97073(N)    097 09 44.98613(W) AD(       ) 3
 FJ0911
 FJ0911.Superseded values are not recommended for survey control.
 FJ0911
 FJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0911.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0911
 FJ0911_MARKER: 91 = CHURCH CROSS
 FJ0911
 FJ0911  HISTORY     - Date     Condition        Report By
 FJ0911  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0911
 FJ0911                          STATION DESCRIPTION
 FJ0911
 FJ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0911'THE STATION IS THE CROSS ATOP THE BLACK DOME AT THE NORTHWEST
 FJ0911'CORNER OF THE RED BRICK CHURCH, LOCATED NEAR THE SOUTH EDGE
 FJ0911'OF HARRAH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1295 ***********************************************************************
 DM1295  DESIGNATION -  HARRIS
 DM1295  PID         -  DM1295
 DM1295  STATE/COUNTY-  OK/MCCURTAIN
 DM1295  COUNTRY     -  US
 DM1295  USGS QUAD   -  DE KALB NW (2019)
 DM1295
 DM1295                         *CURRENT SURVEY CONTROL
 DM1295  ______________________________________________________________________
 DM1295* NAD 83(1993) POSITION- 33 42 47.03590(N) 094 41 38.76754(W)   ADJUSTED
 DM1295* NAVD 88 ORTHO HEIGHT -   105.    (meters)      344.    (feet) SCALED
 DM1295  ______________________________________________________________________
 DM1295  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 DM1295  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 DM1295  HORZ ORDER      -  THIRD
 DM1295
 DM1295.The horizontal coordinates were established by classical geodetic methods
 DM1295.and adjusted by the National Geodetic Survey in November 1994.
 DM1295
 DM1295.The orthometric height was scaled from a topographic map.
 DM1295
 DM1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1295.GEOID18 height accuracy estimate available here.
 DM1295
 DM1295.Click photographs - Photos may exist for this station.
 DM1295
 DM1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1295
 DM1295. The following values were computed from the NAD 83(1993) position.
 DM1295
 DM1295;                    North         East     Units Scale Factor Converg.
 DM1295;SPC OK S     -    47,139.925   906,398.459   MT  1.00005060   +1 52 35.3
 DM1295;SPC OK S     -   154,658.24  2,973,742.28   sFT  1.00005060   +1 52 35.3
 DM1295;SPC TXNC     - 2,233,320.406   952,686.221   MT  0.99993911   +2 04 32.6
 DM1295;SPC TXNC     - 7,327,152.03  3,125,604.71   sFT  0.99993911   +2 04 32.6
 DM1295;UTM  15      - 3,731,630.321   343,020.433   MT  0.99990380   -0 56 25.7
 DM1295
 DM1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1295!SPC OK S     -   0.99998778  x   1.00005060  =   1.00003838
 DM1295!SPC TXNC     -   0.99998778  x   0.99993911  =   0.99992689
 DM1295!UTM  15      -   0.99998778  x   0.99990380  =   0.99989158
 DM1295
 DM1295:                Primary Azimuth Mark                     Grid Az
 DM1295:SPC OK S     -  HARRIS AZ MK 2                           177 12 42.6
 DM1295:SPC TXNC     -  HARRIS AZ MK 2                           177 00 45.3
 DM1295:UTM  15      -  HARRIS AZ MK 2                           180 01 43.6
 DM1295
 DM1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4302031630(NAD 83)
 DM1295
 DM1295|---------------------------------------------------------------------|
 DM1295| PID    Reference Object                     Distance      Geod. Az  |
 DM1295|                                                           dddmmss.s |
 DM1295| CX5971 HARRIS RM 1                          30.196 METERS 09514     |
 DM1295| DM1478 HARRIS RM 3                          23.834 METERS 16257     |
 DM1295| CX5970 HARRIS AZ MK 2                                     1790517.9 |
 DM1295| CX5969 HARRIS AZ MK                                       1822557.2 |
 DM1295| DM1296 TT 26 ONA                            23.576 METERS 20131     |
 DM1295|---------------------------------------------------------------------|
 DM1295
 DM1295                          SUPERSEDED SURVEY CONTROL
 DM1295
 DM1295  NAD 83(1986)-  33 42 47.04483(N)    094 41 38.75778(W) AD(       ) 3
 DM1295  NAD 27      -  33 42 46.65300(N)    094 41 38.00700(W) AD(       ) 3
 DM1295
 DM1295.Superseded values are not recommended for survey control.
 DM1295
 DM1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1295.See file dsdata.pdf to determine how the superseded data were derived.
 DM1295
 DM1295_MARKER: DS = TRIANGULATION STATION DISK
 DM1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1295_STAMPING: HARRIS 1952
 DM1295_MARK LOGO: CGS
 DM1295_PROJECTION: FLUSH
 DM1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1295+STABILITY: SURFACE MOTION
 DM1295
 DM1295  HISTORY     - Date     Condition        Report By
 DM1295  HISTORY     - 1952     MONUMENTED       CGS
 DM1295  HISTORY     - 1956     GOOD             CGS
 DM1295  HISTORY     - 1960     GOOD             CGS
 DM1295  HISTORY     - 19960630 GOOD             OKDOT
 DM1295
 DM1295                          STATION DESCRIPTION
 DM1295
 DM1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1295'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HARRIS IN A ROAD
 DM1295'FORK JUST NORTHWEST OF A SCHOOL HOUSE.  STATION IS 132 FEET SOUTH
 DM1295'OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 80 FEET EAST OF THE
 DM1295'APPROXIMATE CENTERLINE OF DIRT ROAD AND 4 FEET SOUTH OF WITNESS
 DM1295'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1295'HARRIS 1952.
 DM1295'
 DM1295'REFERENCE MARK NO. 1 IS 70 FEET SOUTH OF THE APPROXIMATE
 DM1295'CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 DM1295'THE DISK IS STAMPED HARRIS NO 1 1952.
 DM1295'
 DM1295'TT 26 (USGS) WAS USED AS REFERENCE MARK NO. 2 AND A TRAVERSE
 DM1295'CONNECTION WAS MADE TO THIS STATION.  THE MARK IS 50 FEET EAST OF
 DM1295'THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 3 FEET SOUTHEAST
 DM1295'OF FENCE CORNER.  THE MARK IS A STANDARD USGS MARK WHICH PROJECTS
 DM1295'ABOUT 8 INCHES AND THE DISK IS STAMPED TT 26 O.N.A. 1949.
 DM1295'
 DM1295'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 DM1295'DIRT ROAD, 1 FOOT EAST OF FENCE AND 1 FOOT NORTH OF WITNESS POST.
 DM1295'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED HARRIS
 DM1295'1952.
 DM1295'
 DM1295'TO REACH FROM THE POST OFFICE IN HARRIS GO SOUTH, EAST AND
 DM1295'SOUTH ON MAIN GRAVEL ROAD FOR 4.4 MILES TO ROAD FORK AND STATION
 DM1295'AS DESCRIBED.  TO REACH AZIMUTH FROM STATION GO SOUTH ON DIRT
 DM1295'ROAD FOR 0.25 MILE TO AZIMUTH MARK ON LEFT OR EAST SIDE OF
 DM1295'ROAD AS DESCRIBED.
 DM1295'
 DM1295'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DM1295
 DM1295                          STATION RECOVERY (1956)
 DM1295
 DM1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1295'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DM1295'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1295'STATION SITE ARE CORRECT.
 DM1295
 DM1295                          STATION RECOVERY (1960)
 DM1295
 DM1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DM1295'STATION, THE AZIMUTH MARK AND THE TWO REFERENCE MARKS WERE
 DM1295'RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. NO. 1 (TT 26 USGS)
 DM1295'AND THE AZIMUTH MARKS WERE IN THE AREA OF A NEW HIGHWAY UNDER
 DM1295'CONSTRUCTION, LEADING SOUTH AND CROSSING THE RED RIVER.  A
 DM1295'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 DM1295'A NEW DESCRIPTION IS AS FOLLOWS--
 DM1295'
 DM1295'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HARRIS
 DM1295'IN THE TRIANGLE AREA AT THE JUNCTION OF THE NEW HIGHWAY LEADING
 DM1295'SOUTH TO THE BIG RED RIVER BRIDGE AND TEXAS HIGHWAY NO. 26 AND
 DM1295'OKLAHOMA HIGHWAY NO. 87.  THE SOUTH SIDE OF THE TRIANGLE IS A
 DM1295'SERVICE ROAD ALONG THE NORTH SIDE OF THE BEULAH CHAPEL BAPTIST
 DM1295'CHURCH.  THE STATION MARK IS A STANDARD DISK STAMPED HARRIS 1952
 DM1295'IN A CONCRETE MONUMENT 1 INCH BELOW THE SURFACE AND 1 FOOT
 DM1295'EAST OF A BOIS DE ARC POST WHICH IS ABOUT 4 FEET HIGH.  THE
 DM1295'MARK IS 15 FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE OF THE
 DM1295'EAST-WEST SERVICE ROAD, 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 DM1295'LINE OF THE HIGHWAY TO THE SOUTH AND AND NEAR THE SOUTHWEST
 DM1295'CORNER OF THE TRIANGLE AREA.
 DM1295'
 DM1295'REFERENCE NO. 1 IS A STANDARD DISK STAMPED HARRIS 1952 NO. 1 IN
 DM1295'A CONCRETE POST PROJECTING ABOUT 3 INCHES IN THE EAST PART OF
 DM1295'THE TRIANGLE AND IS ABOUT 20 FEET SOUTHEAST OF A 30 INCH
 DM1295'DIAMETER GUM TREE.
 DM1295'
 DM1295'R.M. NO. 3 IS A STANDARD DISK STAMPED HARRIS 1952 NO. 3 1960
 DM1295'IN A CONCRETE POST PROJECTING ABOUT 1 INCH, 6 FEET SOUTH OF THE
 DM1295'SOUTH RIGHT-OF-WAY LINE OF THE SERVICE ROAD, 3 FEET EAST OF THE
 DM1295'EAST RIGHT-OF-WAY LINE OF THE HIGHWAY TO THE SOUTH AND 55 FEET
 DM1295'NORTHWEST OF THE NORTHWEST CORNER OF THE OLD CHURCH BUILDING.
 DM1295'
 DM1295'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARRIS 1952 1960 IN A
 DM1295'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES, 18 INCHES WEST OF
 DM1295'THE EAST RIGHT-OF-WAY FENCE LINE AND A LARGE BRACED POST.  IT
 DM1295'IS 20 FEET NORTH OF A POWER POLE AND AT THE NORTHWEST CORNER OF
 DM1295'A CULTIVATED FIELD.
 DM1295'
 DM1295'TO REACH FROM THE STORE AND POST OFFICE AT HARRIS.  GO SOUTH AND
 DM1295'EAST ON HIGHWAY NO. 87, 04.4 MILES TO THE HIGHWAY JUNCTION AND THE
 DM1295'STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK, GO SOUTH ON THE
 DM1295'HIGHWAY TOWARD THE RED RIVER BRIDGE 0.25 MILE TO THE MARK ON THE
 DM1295'LEFT.
 DM1295
 DM1295                          STATION RECOVERY (1996)
 DM1295
 DM1295'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (BW)
 DM1295'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0978 ***********************************************************************
 GH0978  DESIGNATION -  HARRIS LAPLACE AZIMUTH
 GH0978  PID         -  GH0978
 GH0978  STATE/COUNTY-  OK/PAYNE
 GH0978  COUNTRY     -  US
 GH0978  USGS QUAD   -  TWIN MOUNDS (2018)
 GH0978
 GH0978                         *CURRENT SURVEY CONTROL
 GH0978  ______________________________________________________________________
 GH0978* NAD 83(1993) POSITION- 36 02 40.54812(N) 096 46 19.88550(W)   ADJUSTED
 GH0978* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 GH0978  ______________________________________________________________________
 GH0978  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GH0978  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 GH0978  HORZ ORDER      -  FIRST
 GH0978
 GH0978.The horizontal coordinates were established by classical geodetic methods
 GH0978.and adjusted by the National Geodetic Survey in November 1994.
 GH0978
 GH0978.The orthometric height was scaled from a topographic map.
 GH0978
 GH0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0978.GEOID18 height accuracy estimate available here.
 GH0978
 GH0978.Click photographs - Photos may exist for this station.
 GH0978
 GH0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0978
 GH0978. The following values were computed from the NAD 83(1993) position.
 GH0978
 GH0978;                    North         East     Units Scale Factor Converg.
 GH0978;SPC OK N     -   116,600.310   710,632.741   MT  0.99994770   +0 43 28.5
 GH0978;SPC OK N     -   382,546.18  2,331,467.58   sFT  0.99994770   +0 43 28.5
 GH0978;UTM  14      - 3,991,191.372   700,689.760   MT  1.00009630   +1 18 40.7
 GH0978
 GH0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0978!SPC OK N     -   0.99996095  x   0.99994770  =   0.99990865
 GH0978!UTM  14      -   0.99996095  x   1.00009630  =   1.00005724
 GH0978
 GH0978:                Primary Azimuth Mark                     Grid Az
 GH0978:SPC OK N     -  TWIN                                     355 24 19.8
 GH0978:UTM  14      -  TWIN                                     354 49 07.6
 GH0978
 GH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0068991191(NAD 83)
 GH0978
 GH0978|---------------------------------------------------------------------|
 GH0978| PID    Reference Object                     Distance      Geod. Az  |
 GH0978|                                                           dddmmss.s |
 GH0978| FJ1252 DRUMRIGHT MUNICIPAL TANK            APPROX.16.5 KM 1123439.3 |
 GH0978| CI1561 HARRIS LAPLACE AZ RM 1               90.195 METERS 16734     |
 GH0978| FJ1297 CUSHING ST PAUL CATH CH SPIRE       APPROX. 7.0 KM 1765151.4 |
 GH0978| CI1562 HARRIS LAPLACE AZ RM 2               93.294 METERS 19806     |
 GH0978| GH0976 TWIN                                APPROX. 7.9 KM 3560748.3 |
 GH0978|---------------------------------------------------------------------|
 GH0978
 GH0978                          SUPERSEDED SURVEY CONTROL
 GH0978
 GH0978  NAD 83(1986)-  36 02 40.56073(N)    096 46 19.86793(W) AD(       ) 1
 GH0978  NAD 27      -  36 02 40.33500(N)    096 46 18.76600(W) AD(       ) 1
 GH0978
 GH0978.Superseded values are not recommended for survey control.
 GH0978
 GH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0978.See file dsdata.pdf to determine how the superseded data were derived.
 GH0978
 GH0978_MARKER: DS = TRIANGULATION STATION DISK
 GH0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0978_STAMPING: HARRIS 1935
 GH0978_MARK LOGO: CGS
 GH0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0978+STABILITY: SURFACE MOTION
 GH0978
 GH0978  HISTORY     - Date     Condition        Report By
 GH0978  HISTORY     - 1935     MONUMENTED       CGS
 GH0978  HISTORY     - 19750120 MARK NOT FOUND   USGS
 GH0978
 GH0978                          STATION DESCRIPTION
 GH0978
 GH0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0978'STATION IS LOCATED ABOUT 4 MILES NORTH OF CUSHING, ON HIGHEST
 GH0978'POINT IN CULTIVATED FIELD ON PROPERTY OF FRANK HARRIS.
 GH0978'
 GH0978'TO REACH STATION FROM JUNCTION OF STATE HIGHWAYS 18 AND 33
 GH0978'IN NORTHEAST PART OF CUSHING, OKLAHOMA, GO NORTH ON STATE HIGHWAY
 GH0978'18 FOR 4.1 MILES TO DIRT CROSSROADS.  TURN LEFT, GO WEST
 GH0978'0.1 MILE TO WIRE GATE ON RIGHT, TURN THROUGH GATE, GO NORTHWEST
 GH0978'TO WIRE GATE IN NORTH-SOUTH FENCE LINE.  GO THROUGH GATE AND 0.1
 GH0978'MILE TO TOP OF HILL AND STATION.  STATION IS 320 FEET NORTH
 GH0978'OF CENTER LINE OF EAST-WEST ROAD.
 GH0978'
 GH0978'REFERENCE MARK NO. 1 IS LOCATED 295.90 FEET SOUTH-SOUTHEAST
 GH0978'IN EAST-WEST FENCE LINE, 30 FEET NORTH OF CENTER LINE OF ROAD.
 GH0978'
 GH0978'REFERENCE MARK NO. 2 IS LOCATED 306.10 FEET SOUTH-SOUTHWEST
 GH0978'IN EAST-WEST FENCE LINE, 30 FEET NORTH OF CENTER LINE OF
 GH0978'ROAD.
 GH0978'
 GH0978'STATION MARK IS SET 18 INCHES UNDER THE SURFACE.
 GH0978'
 GH0978'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 GH0978'
 GH0978'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GH0978
 GH0978                          STATION RECOVERY (1975)
 GH0978
 GH0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GDS)
 GH0978'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1478 ***********************************************************************
 DM1478  CBN         -  This is a Cooperative Base Network Control Station.
 DM1478  DESIGNATION -  HARRIS RM 3
 DM1478  PID         -  DM1478
 DM1478  STATE/COUNTY-  OK/MCCURTAIN
 DM1478  COUNTRY     -  US
 DM1478  USGS QUAD   -  DE KALB NW (2019)
 DM1478
 DM1478                         *CURRENT SURVEY CONTROL
 DM1478  ______________________________________________________________________
 DM1478* NAD 83(2011) POSITION- 33 42 46.30527(N) 094 41 38.48632(W)   ADJUSTED
 DM1478* NAD 83(2011) ELLIP HT-    77.508 (meters)        (06/27/12)   ADJUSTED
 DM1478* NAD 83(2011) EPOCH   -  2010.00
 DM1478* NAVD 88 ORTHO HEIGHT -   104.682 (meters)      343.44  (feet) ADJUSTED
 DM1478  ______________________________________________________________________
 DM1478  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 DM1478  NAD 83(2011) X  -   -434,628.772 (meters)                     COMP
 DM1478  NAD 83(2011) Y  - -5,293,252.732 (meters)                     COMP
 DM1478  NAD 83(2011) Z  -  3,520,040.863 (meters)                     COMP
 DM1478  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 DM1478  DYNAMIC HEIGHT  -        104.574 (meters)      343.09  (feet) COMP
 DM1478  MODELED GRAVITY -    979,601.9   (mgal)                       NAVD 88
 DM1478
 DM1478  VERT ORDER      -  FIRST     CLASS II
 DM1478
 DM1478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1478  Standards:
 DM1478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1478  -------------------------------------------------------------------
 DM1478  NETWORK    2.82   5.51           1.27   1.00   2.81      0.07701828
 DM1478  -------------------------------------------------------------------
 DM1478  Click here for local accuracies and other accuracy information.
 DM1478
 DM1478.The horizontal coordinates were established by GPS observations
 DM1478.and adjusted by the National Geodetic Survey in June 2012.
 DM1478
 DM1478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM1478.been affixed to the stable North American tectonic plate. See 
 DM1478.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM1478
 DM1478.The horizontal coordinates are valid at the epoch date displayed above
 DM1478.which is a decimal equivalence of Year/Month/Day.
 DM1478
 DM1478.The orthometric height was determined by differential leveling and
 DM1478.adjusted by the NATIONAL GEODETIC SURVEY
 DM1478.in August 1994.
 DM1478
 DM1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1478.GEOID18 height accuracy estimate available here.
 DM1478
 DM1478.Click photographs - Photos may exist for this station.
 DM1478
 DM1478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1478
 DM1478.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1478
 DM1478.The ellipsoidal height was determined by GPS observations
 DM1478.and is referenced to NAD 83.
 DM1478
 DM1478.The dynamic height is computed by dividing the NAVD 88
 DM1478.geopotential number by the normal gravity value computed on the
 DM1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1478.degrees latitude (g = 980.6199 gals.).
 DM1478
 DM1478.The modeled gravity was interpolated from observed gravity values.
 DM1478
 DM1478. The following values were computed from the NAD 83(2011) position.
 DM1478
 DM1478;                    North         East     Units Scale Factor Converg.
 DM1478;SPC OK S     -    47,117.662   906,406.434   MT  1.00005065   +1 52 35.5
 DM1478;SPC OK S     -   154,585.20  2,973,768.44   sFT  1.00005065   +1 52 35.5
 DM1478;UTM  15      - 3,731,607.696   343,027.303   MT  0.99990377   -0 56 25.5
 DM1478
 DM1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1478!SPC OK S     -   0.99998783  x   1.00005065  =   1.00003848
 DM1478!UTM  15      -   0.99998783  x   0.99990377  =   0.99989160
 DM1478
 DM1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4302731607(NAD 83)
 DM1478
 DM1478                          SUPERSEDED SURVEY CONTROL
 DM1478
 DM1478  NAD 83(2007)-  33 42 46.30532(N)    094 41 38.48701(W) AD(2002.00) 0
 DM1478  ELLIP H (02/10/07)   77.529  (m)                       GP(2002.00)    
 DM1478  ELLIP H (04/16/01)   77.527  (m)                       GP(       ) 4 2
 DM1478  NAD 83(1993)-  33 42 46.30519(N)    094 41 38.48694(W) AD(       ) B
 DM1478  ELLIP H (05/09/94)   77.636  (m)                       GP(       ) 4 2
 DM1478  NAVD 88             104.68   (m)          343.4    (f) LEVELING    3  
 DM1478  NAVD 88 (05/09/94)  104.8    (m)  GEOID93  model used  GPS OBS        
 DM1478
 DM1478.Superseded values are not recommended for survey control.
 DM1478
 DM1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1478.See file dsdata.pdf to determine how the superseded data were derived.
 DM1478
 DM1478_MARKER: DR = REFERENCE MARK DISK
 DM1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1478_STAMPING: HARRIS 1952 NO 3 1960
 DM1478_MARK LOGO: CGS
 DM1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1478+STABILITY: SURFACE MOTION
 DM1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1478+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2017
 DM1478
 DM1478  HISTORY     - Date     Condition        Report By
 DM1478  HISTORY     - 1960     MONUMENTED       CGS
 DM1478  HISTORY     - 19930504 GOOD             NGS
 DM1478  HISTORY     - 19940311 GOOD             NGS
 DM1478  HISTORY     - 19991012 GOOD             TXDOT
 DM1478  HISTORY     - 20170126 GOOD             DEWDAV
 DM1478
 DM1478                          STATION DESCRIPTION
 DM1478
 DM1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 DM1478'THE RM WAS RECOVERED IN GOOD CONDITION AND IS BEING ESTABLISHED AS A
 DM1478'NEW STATION.  THE STATION WAS SEARCHED FOR AND IS BELIEVED TO HAVE
 DM1478'BEEN DESTROYED DURING HIGHWAY CONSTRUCTION.  RM 1, RM 2, AND THE
 DM1478'AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND.
 DM1478'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) SOUTHEAST OF IDABEL, 6
 DM1478'KM (3.70 MI) SOUTH-SOUTHEAST OF HARRIS, 2.6 KM (1.60 MI) NORTH OF THE
 DM1478'TEXAS BORDER IN GRASS IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 DM1478'HIGHWAYS 259 AND 87 AND IN THE HIGHWAY RIGHT-OF-WAY.
 DM1478'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 DM1478'TO REACH FROM THE NORTH END OF THE BRIDGE OVER THE RED RIVER ON U.S.
 DM1478'HIGHWAY 259, GO NORTH ON HIGHWAY 259 FOR 2.59 KM (1.60 MI) TO THE
 DM1478'BEULAH CHAPEL BAPTIST CHURCH ON THE RIGHT AND THE STATION ON THE
 DM1478'RIGHT JUST BEFORE THE T-JUNCTION OF HIGHWAY 87 ON THE RIGHT.
 DM1478'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST SET
 DM1478'FLUSH WITH THE GROUND.  IT IS 46.2 M (151.6 FT) SOUTHEAST FROM THE
 DM1478'CENTER OF THE JUNCTION OF THE HIGHWAYS, 31.8 M (104.3 FT) EAST FROM
 DM1478'THE CENTER OF, AND LEVEL WITH HIGHWAY 259, 29.5 M (96.8 FT) SOUTH
 DM1478'FROM THE CENTER OF, AND LEVEL WITH HIGHWAY 87, 17.0 M (55.8 FT)
 DM1478'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE CHURCH, 0.95 M
 DM1478'(3.12 FT) NORTHWEST FROM A POWER POLE, AND 0.9 M (3.0 FT) NORTH FROM
 DM1478'A FIBERGLASS WITNESS POST.
 DM1478
 DM1478                          STATION RECOVERY (1994)
 DM1478
 DM1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DM1478'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 DM1478'U.S. HIGHWAYS 70 AND 259 IN IDABEL, THENCE 6.5 KM (4.05 MI) SOUTHERLY
 DM1478'ALONG A PAVED ROAD, THENCE 3.5 KM (2.15 MI) WESTERLY ALONG A PAVED
 DM1478'ROAD, THENCE 5.0 KM (3.10 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 DM1478'ROAD, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 259, 31.6
 DM1478'M (103.7 FT) EAST OF THE HIGHWAY CENTERLINE, 29.5 M (96.8 FT) SOUTH
 DM1478'OF THE CENTER OF STATE HIGHWAY 87, 16.7 M (54.8 FT) NORTH-NORTHWEST
 DM1478'OF THE NORTHWEST CORNER OF THE BEULAH CHAPEL BAPTIST CHURCH, 1.0 M
 DM1478'(3.3 FT) NORTHWEST OF A UTILITY POLE WITH 4 GUY CABLES, 0.9 M
 DM1478'(3.0 FT) NORTH OF A WITNESS POST, 0.7 M (2.3 FT) SOUTHEAST OF A 4 BY
 DM1478'4-INCH WOODEN POST, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 DM1478'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DM1478
 DM1478                          STATION RECOVERY (1999)
 DM1478
 DM1478'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DM1478'BEULA CHAPEL BAPTIST CHURCH IS NO LONGER AT THIS LOCATION.
 DM1478
 DM1478                          STATION RECOVERY (2017)
 DM1478
 DM1478'RECOVERY NOTE BY DEWBERRY DAVIS 2017 (GDS)
 DM1478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1174 ***********************************************************************
 FH1174  DESIGNATION -  HARRY
 FH1174  PID         -  FH1174
 FH1174  STATE/COUNTY-  OK/OKMULGEE
 FH1174  COUNTRY     -  US
 FH1174  USGS QUAD   -  SPANISH PEAK (2019)
 FH1174
 FH1174                         *CURRENT SURVEY CONTROL
 FH1174  ______________________________________________________________________
 FH1174* NAD 83(1993) POSITION- 35 49 23.12194(N) 095 54 31.04465(W)   ADJUSTED
 FH1174* NAVD 88 ORTHO HEIGHT -   243.7   (meters)      800.    (feet) VERTCON3
 FH1174  ______________________________________________________________________
 FH1174  GEOID HEIGHT    -        -29.077 (meters)                     GEOID18
 FH1174  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 FH1174  HORZ ORDER      -  SECOND
 FH1174
 FH1174.The horizontal coordinates were established by classical geodetic methods
 FH1174.and adjusted by the National Geodetic Survey in November 1994.
 FH1174
 FH1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1174
 FH1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1174.GEOID18 height accuracy estimate available here.
 FH1174
 FH1174.Click photographs - Photos may exist for this station.
 FH1174
 FH1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1174
 FH1174. The following values were computed from the NAD 83(1993) position.
 FH1174
 FH1174;                    North         East     Units Scale Factor Converg.
 FH1174;SPC OK N     -    93,359.259   788,964.934   MT  0.99996336   +1 14 03.2
 FH1174;SPC OK N     -   306,296.17  2,588,462.45   sFT  0.99996336   +1 14 03.2
 FH1174;UTM  15      - 3,968,232.406   237,232.597   MT  1.00045091   -1 42 12.0
 FH1174
 FH1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1174!SPC OK N     -   0.99996631  x   0.99996336  =   0.99992968
 FH1174!UTM  15      -   0.99996631  x   1.00045091  =   1.00041721
 FH1174
 FH1174:                Primary Azimuth Mark                     Grid Az
 FH1174:SPC OK N     -  BIXBY                                    000 58 10.1
 FH1174:UTM  15      -  BIXBY                                    003 54 25.3
 FH1174
 FH1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3723268232(NAD 83)
 FH1174
 FH1174|---------------------------------------------------------------------|
 FH1174| PID    Reference Object                     Distance      Geod. Az  |
 FH1174|                                                           dddmmss.s |
 FH1174| FH1175 BIXBY                               APPROX. 9.9 KM 0021213.3 |
 FH1174| CI1569 HARRY RM 2                           19.660 METERS 09604     |
 FH1174| CI1568 HARRY RM 1                           12.925 METERS 18330     |
 FH1174|---------------------------------------------------------------------|
 FH1174
 FH1174                          SUPERSEDED SURVEY CONTROL
 FH1174
 FH1174  NAD 83(1986)-  35 49 23.14728(N)    095 54 31.03042(W) AD(       ) 2
 FH1174  NAD 27      -  35 49 22.78170(N)    095 54 30.07015(W) AD(       ) 2
 FH1174  NGVD 29 (07/19/86)  243.2    (m)          798.     (f) VERT ANG       
 FH1174
 FH1174.Superseded values are not recommended for survey control.
 FH1174
 FH1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1174.See file dsdata.pdf to determine how the superseded data were derived.
 FH1174
 FH1174_MARKER: DD = SURVEY DISK
 FH1174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1174+WITH SETTING: INFORMATION.
 FH1174_STAMPING: ET HARRY 1968
 FH1174_MARK LOGO: USGS
 FH1174_PROJECTION: FLUSH
 FH1174_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1174
 FH1174  HISTORY     - Date     Condition        Report By
 FH1174  HISTORY     - 1968     MONUMENTED       USGS
 FH1174
 FH1174                          STATION DESCRIPTION
 FH1174
 FH1174'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1174'THE STATION IS ABOUT 8.4 MI SSW. OF TOWN OF BIXBY, T. 16 N., R. 13
 FH1174'E., NEAR THE QUARTER COR. BETWEEN SECS. 34 AND 35, 1.35 MI S. OF A
 FH1174'CROSSROADS, 37 FT W. OF CENTER OF RD. ON TOP OF HIGHEST HILL IN
 FH1174'VICINITY AND IN E. EDGE OF JOHN BROWNS YARD.
 FH1174'
 FH1174'TO REACH FROM THE INTERSECTION OF STATE HWY. 67 AND U.S. HWY. 64
 FH1174'IN BIXBY, GO S. ON U.S. HWY. 64 FOR 1.75 MI TO WHERE 64 CURVES
 FH1174'E. AND A PAVED RD. GOES S., CONTINUE S. ON PAVED RD. FOR 1.25 MI TO
 FH1174'A CURVE IN THE RD. TO THE W., TURN RIGHT AND GO 1.2 MI W. TO A
 FH1174'T-RD. S., TURN LEFT AND GO S. FOR 5.35 MI TO TOP OF HILL AND
 FH1174'STATION ON THE RIGHT.  IT IS IN E. EDGE OF JOHN BROWNS YARD.
 FH1174'
 FH1174'THE STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1174'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1174'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET HARRY 1968, 56 FT S. AND
 FH1174'37 FT W. OF CENTER OF RD. AT DRIVE WSW., 6.3 FT W. OF METAL
 FH1174'WITNESS POST, 6 FT W. OF FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1174'
 FH1174'REFERENCE MARK 1 IS A STANDARD TABLET, SET IN CONCRETE IN
 FH1174'BEDROCK, 5 FT BY 6 FT, VISIBLE, STAMPED HARRY NO 1 1968.  IT IS
 FH1174'S. OF THE STATION, 95 FT S. AND 39 FT W. OF CENTER OF RD. AT
 FH1174'DRIVE WSW., 8 FT W. OF FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1174'
 FH1174'REFERENCE MARK 2 IS A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1174'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 FH1174'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HARRY NO 2 1968.  IT IS
 FH1174'E. OF THE STATION, 61 FT S. AND 27 FT E. OF CENTER OF RD. AT
 FH1174'DRIVE WSW. 1 FT W. OF FENCE.  IT IS FLUSH WITH THE GROUND.
 FH1174'
 FH1174'NO AZIMUTH MARK SET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 CI1568 ***********************************************************************
 CI1568  HT_MOD      -  This is a Height Modernization Survey Station.
 CI1568  DESIGNATION -  HARRY RM 1
 CI1568  PID         -  CI1568
 CI1568  STATE/COUNTY-  OK/OKMULGEE
 CI1568  COUNTRY     -  US
 CI1568  USGS QUAD   -  SPANISH PEAK (2019)
 CI1568
 CI1568                         *CURRENT SURVEY CONTROL
 CI1568  ______________________________________________________________________
 CI1568* NAD 83(2011) POSITION- 35 49 22.72872(N) 095 54 31.06187(W)   ADJUSTED
 CI1568* NAD 83(2011) ELLIP HT-   214.289 (meters)        (12/08/22)   ADJUSTED
 CI1568* NAD 83(2011) EPOCH   -  2010.00
 CI1568* NAVD 88 ORTHO HEIGHT -   243.37  (meters)      798.5   (feet) GPS OBS
 CI1568  ______________________________________________________________________
 CI1568  GEOID HEIGHT    -        -29.077 (meters)                     GEOID18
 CI1568  NAD 83(2011) X  -   -533,003.786 (meters)                     COMP
 CI1568  NAD 83(2011) Y  - -5,150,185.641 (meters)                     COMP
 CI1568  NAD 83(2011) Z  -  3,712,408.858 (meters)                     COMP
 CI1568  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 CI1568
 CI1568  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CI1568  Standards:
 CI1568         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CI1568            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CI1568  -------------------------------------------------------------------
 CI1568  NETWORK    0.60   1.45           0.25   0.24   0.74     -0.13575247
 CI1568  -------------------------------------------------------------------
 CI1568  Click here for local accuracies and other accuracy information.
 CI1568
 CI1568.The horizontal coordinates were established by GPS observations
 CI1568.and adjusted by the OK DEPT OF TRANSP in December 2022.
 CI1568
 CI1568.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CI1568.been affixed to the stable North American tectonic plate. See 
 CI1568.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CI1568
 CI1568.The horizontal coordinates are valid at the epoch date displayed above
 CI1568.which is a decimal equivalence of Year/Month/Day.
 CI1568
 CI1568.The orthometric height was determined by GPS observations and a
 CI1568.high-resolution geoid model using precise GPS observation and
 CI1568.processing techniques.
 CI1568
 CI1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 CI1568.GEOID18 height accuracy estimate available here.
 CI1568
 CI1568.Click photographs - Photos may exist for this station.
 CI1568
 CI1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI1568
 CI1568.The Laplace correction was computed from DEFLEC18 derived deflections.
 CI1568
 CI1568.The ellipsoidal height was determined by GPS observations
 CI1568.and is referenced to NAD 83.
 CI1568
 CI1568. The following values were computed from the NAD 83(2011) position.
 CI1568
 CI1568;                    North         East     Units Scale Factor Converg.
 CI1568;SPC OK N     -    93,347.133   788,964.763   MT  0.99996337   +1 14 03.2
 CI1568;SPC OK N     -   306,256.39  2,588,461.89   sFT  0.99996337   +1 14 03.2
 CI1568;UTM  15      - 3,968,220.299   237,231.804   MT  1.00045091   -1 42 12.0
 CI1568
 CI1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI1568!SPC OK N     -   0.99996637  x   0.99996337  =   0.99992974
 CI1568!UTM  15      -   0.99996637  x   1.00045091  =   1.00041726
 CI1568
 CI1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3723168220(NAD 83)
 CI1568
 CI1568                          SUPERSEDED SURVEY CONTROL
 CI1568
 CI1568.No superseded survey control is available for this station.
 CI1568
 CI1568_MARKER: DR = REFERENCE MARK DISK
 CI1568_SETTING: 66 = SET IN ROCK OUTCROP
 CI1568_STAMPING: HARRY NO 1 1968
 CI1568_MARK LOGO: USGS
 CI1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CI1568+STABILITY: POSITION/ELEVATION WELL
 CI1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI1568+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2022
 CI1568
 CI1568  HISTORY     - Date     Condition        Report By
 CI1568  HISTORY     - 1968     MONUMENTED       USGS
 CI1568  HISTORY     - 20220510 GOOD             OKDOT
 CI1568
 CI1568                          STATION DESCRIPTION
 CI1568
 CI1568'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 CI1568'THE STATION IS ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF THE TOWN OF
 CI1568'BIXBY, T16N, R13E, NEAR THE QUARTER CORNER.  BETWEEN SECTIONS.  34 AND
 CI1568'35, 1.35 MI (2.17 KM) SOUTH OF A HECTORVILLE ROAD.
 CI1568'
 CI1568'A STANDARD TABLET, SET IN CONCRETE IN BEDROCK, 5 FT (1.5 M) BY 6 FT
 CI1568'(1.8 M).  39 FT (11.9 M) WEST OF CENTER OF NORTH 260 ROAD AND 53 FT
 CI1568'(16.2 M) SOUTH OF DRIVE WITH MAILBOX 2273 ON IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0727 ***********************************************************************
 GJ0727  DESIGNATION -  HARTMAN
 GJ0727  PID         -  GJ0727
 GJ0727  STATE/COUNTY-  OK/ELLIS
 GJ0727  COUNTRY     -  US
 GJ0727  USGS QUAD   -  SHATTUCK (2018)
 GJ0727
 GJ0727                         *CURRENT SURVEY CONTROL
 GJ0727  ______________________________________________________________________
 GJ0727* NAD 83(1993) POSITION- 36 19 24.67477(N) 099 59 54.43604(W)   ADJUSTED
 GJ0727* NAVD 88 ORTHO HEIGHT -   742.5   (meters)     2436.    (feet) VERTCON3
 GJ0727  ______________________________________________________________________
 GJ0727  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 GJ0727  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 GJ0727  HORZ ORDER      -  FIRST
 GJ0727
 GJ0727.The horizontal coordinates were established by classical geodetic methods
 GJ0727.and adjusted by the National Geodetic Survey in November 1994.
 GJ0727
 GJ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0727
 GJ0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0727.GEOID18 height accuracy estimate available here.
 GJ0727
 GJ0727.Click photographs - Photos may exist for this station.
 GJ0727
 GJ0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0727
 GJ0727. The following values were computed from the NAD 83(1993) position.
 GJ0727
 GJ0727;                    North         East     Units Scale Factor Converg.
 GJ0727;SPC OK N     -   148,695.917   420,572.618   MT  0.99994911   -1 10 45.8
 GJ0727;SPC OK N     -   487,846.52  1,379,828.66   sFT  0.99994911   -1 10 45.8
 GJ0727;SPC TX N     - 1,258,800.760   334,829.387   MT  1.00003571   +0 52 12.7
 GJ0727;SPC TX N     - 4,129,915.49  1,098,519.41   sFT  1.00003571   +0 52 12.7
 GJ0727;UTM  14      - 4,020,295.183   410,379.294   MT  0.99969896   -0 35 29.3
 GJ0727
 GJ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0727!SPC OK N     -   0.99988790  x   0.99994911  =   0.99983702
 GJ0727!SPC TX N     -   0.99988790  x   1.00003571  =   0.99992361
 GJ0727!UTM  14      -   0.99988790  x   0.99969896  =   0.99958690
 GJ0727
 GJ0727:                Primary Azimuth Mark                     Grid Az
 GJ0727:SPC OK N     -  SHATTUCK WATER TANK                      121 54 56.1
 GJ0727:SPC TX N     -  SHATTUCK WATER TANK                      119 51 57.6
 GJ0727:UTM  14      -  SHATTUCK WATER TANK                      121 19 39.6
 GJ0727
 GJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1037920295(NAD 83)
 GJ0727
 GJ0727|---------------------------------------------------------------------|
 GJ0727| PID    Reference Object                     Distance      Geod. Az  |
 GJ0727|                                                           dddmmss.s |
 GJ0727| CK9822 HARTMAN RM 2                        129.900 METERS 02443     |
 GJ0727| GJ0726 SHATTUCK WATER TANK                 APPROX.12.5 KM 1204410.3 |
 GJ0727| CK9821 HARTMAN RM 1                        APPROX. 0.6 KM 2541043.1 |
 GJ0727|---------------------------------------------------------------------|
 GJ0727
 GJ0727                          SUPERSEDED SURVEY CONTROL
 GJ0727
 GJ0727  NAD 83(1986)-  36 19 24.68170(N)    099 59 54.42433(W) AD(       ) 1
 GJ0727  NAD 27      -  36 19 24.54300(N)    099 59 52.97000(W) AD(       ) 1
 GJ0727  NGVD 29 (07/19/86)  742.2    (m)         2435.     (f) VERT ANG       
 GJ0727
 GJ0727.Superseded values are not recommended for survey control.
 GJ0727
 GJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0727.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0727
 GJ0727_MARKER: DS = TRIANGULATION STATION DISK
 GJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0727_STAMPING: HARTMAN 1927
 GJ0727_MARK LOGO: CGS
 GJ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0727+STABILITY: SURFACE MOTION
 GJ0727
 GJ0727  HISTORY     - Date     Condition        Report By
 GJ0727  HISTORY     - 1927     MONUMENTED       CGS
 GJ0727  HISTORY     - 1953     GOOD             CGS
 GJ0727  HISTORY     - 1957     GOOD             CGS
 GJ0727
 GJ0727                          STATION DESCRIPTION
 GJ0727
 GJ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0727'ABOUT 6-3/4 MI. W AND 3-1/4 MI. N OF SHATTUCK, ABOUT 2100 FT.
 GJ0727'E OF THE OLD STATE LINE, ON THE HIGHEST POINT OF A HILL WITH
 GJ0727'A FLAT TOP AND A LOW RIM OF ROCKS AROUND THE S AND W SIDES,
 GJ0727'ON LAND OWNED BY C.A. HARTMAN, AND ABOUT 1/2 MI. N OF A HOUSE
 GJ0727'OWNED AND OCCUPIED BY A.W. STARBUCK.
 GJ0727'
 GJ0727'STATION IS REACHED FROM SHATTUCK, BY GOING N FOR 2 MI. FROM THE
 GJ0727'POST OFFICE, TURNING W AND FOLLOWING THE MAIN ROAD FOR 6.3 MI.,
 GJ0727'THEN N FOR 1 MI., GOING THROUGH A GATE IN A SECTION-LINE
 GJ0727'FENCE AND CONTINUING N ALONG A PASTURE ROAD FOR 0.4 MI. WHEN
 GJ0727'THE STATION WILL BE ON TOP OF A HILL TO THE E.
 GJ0727'
 GJ0727'STATION IS MARKED BY A TRIANGULAR HOLE IN THE GROUND.
 GJ0727'
 GJ0727'REFERENCE MARKS ARE STANDARD REFERENCE DISKS, SET IN ROCK.
 GJ0727'
 GJ0727'REFERENCE MARK 1 IS 587.58 M. (1927.8 FT.) FROM THE STATION
 GJ0727'S 74 DEG 11 MIN W.
 GJ0727'
 GJ0727'REFERENCE MARK 2 IS 122.90 M. (403.2 FT.) FROM THE STATION
 GJ0727'N 24 DEG 17 MIN E.
 GJ0727'
 GJ0727'BEARING TO SHATTUCK WATER TANK IS S 59 DEG 16 MIN E.
 GJ0727'ELEVATION OF STATION IS 742 M. (2434 FT.).
 GJ0727
 GJ0727                          STATION RECOVERY (1953)
 GJ0727
 GJ0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 GJ0727'A REVISED DESCRIPTION IS AS FOLLOWS-
 GJ0727'
 GJ0727'ABOUT 6-3/4 MILES WEST AND 3-1/4 MILES NORTH OF SHATTUCK, ABOUT
 GJ0727'2100 FEET EAST OF THE OLD STATE LINE, ON THE HIGHEST POINT
 GJ0727'OF A HILL WITH A FLAT TOP AND A LOW RIM OF ROCK AROUND THE
 GJ0727'WEST AND SOUTH SIDES, ON THE OLD C.A. HARTMAN LAND AND ABOUT
 GJ0727'1/2 MILE NORTH OF THE OLD A.W. STARBUCK HOUSE WHICH IS NOW
 GJ0727'VACANT AND USED AS A COW CAMP.
 GJ0727'
 GJ0727'STATION IS REACHED FROM SHATTUCK BY GOING NORTH ON THE HIGHWAY
 GJ0727'02.0 MILES.  TURN LEFT AT THE NORTH END OF THE BRIDGE AND GO
 GJ0727'WEST 06.8 MILES TO A GATE ON THE RIGHT.  TURN THROUGH THE
 GJ0727'GATE AND GO NORTH 1 MILE TO THE BUILDINGS ON THE RIGHT.  THEN
 GJ0727'CONTINUE NORTH ON A TRAIL, 00.4 MILE TO THE TOP OF THE DIVIDE.
 GJ0727'THEN GO EAST ABOUT 0.2 MILE TO THE STATION.
 GJ0727'
 GJ0727'STATION IS A STANDARD DISK STAMPED HARTMAN 1927, SET IN A
 GJ0727'CONCRETE MONUMENT PROJECTING 3 INCHES.  (NOT A TRIANGULAR
 GJ0727'HOLE IN THE GROUND AS DESCRIBED IN 1927).
 GJ0727'
 GJ0727'REFERENCE MARKS ARE STANDARD DISKS SET IN RIM-ROCK.  REFERENCE
 GJ0727'NO. 1 IS DESCRIBED AS 587.58 METERS (1927.8 FEET) FROM THE
 GJ0727'STATION, WEST.  IT WAS NOT FOUND AND IS PROBABLY COVERED WITH
 GJ0727'SAND.  REFERENCE NO. 2 IS 122.90 METERS (403.2 FEET) NORTH EAST
 GJ0727'FROM THE STATION N 24 DEG 17 MIN E, BEARING TO NO. 1 IS
 GJ0727'S 74 DEG 11 MIN W.  BEARING TO SHATTUCK WATER TANK IS S 59 DEG 16
 GJ0727'MIN E.  ELEVATION OF STATION IS 742 METERS (2434 FEET).
 GJ0727
 GJ0727                          STATION RECOVERY (1957)
 GJ0727
 GJ0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GJ0727'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED AS
 GJ0727'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK, AS
 GJ0727'NOTED IN PREVIOUS RECOVERY NOTE, HAS BEEN MUTILATED.  REFERENCE
 GJ0727'MARK 1 WAS NOT FOUND.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR
 GJ0727'RECOVERY EXCEPT THAT THE FINAL MILEAGE FROM THE STARBUCK
 GJ0727'RANCH BUILDINGS IS OVER A VERY BAD ROAD.  IT WOULD BE IMPASSABLE
 GJ0727'TO A TWO WHEEL DRIVE VEHICLE IN WET WEATHER.
 GJ0727'
 GJ0727'NOTE- REFERENCE MARK NO. 2 AT THIS STATION IS ERRONOUSLY STAMPED
 GJ0727'STARBUCK RM 2, IT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0998 ***********************************************************************
 EK0998  DESIGNATION -  HARTSHORNE
 EK0998  PID         -  EK0998
 EK0998  STATE/COUNTY-  OK/PITTSBURG
 EK0998  COUNTRY     -  US
 EK0998  USGS QUAD   -  HARTSHORNE (2018)
 EK0998
 EK0998                         *CURRENT SURVEY CONTROL
 EK0998  ______________________________________________________________________
 EK0998* NAD 83(1993) POSITION- 34 47 38.94130(N) 095 34 16.50081(W)   ADJUSTED
 EK0998* NAVD 88 ORTHO HEIGHT -   441.4   (meters)     1448.    (feet) VERTCON3
 EK0998  ______________________________________________________________________
 EK0998  GEOID HEIGHT    -        -30.712 (meters)                     GEOID18
 EK0998  LAPLACE CORR    -         -4.22  (seconds)                    DEFLEC18
 EK0998  HORZ ORDER      -  FIRST
 EK0998
 EK0998.The horizontal coordinates were established by classical geodetic methods
 EK0998.and adjusted by the National Geodetic Survey in November 1994.
 EK0998
 EK0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0998
 EK0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0998.GEOID18 height accuracy estimate available here.
 EK0998
 EK0998.Click photographs - Photos may exist for this station.
 EK0998
 EK0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0998
 EK0998. The following values were computed from the NAD 83(1993) position.
 EK0998
 EK0998;                    North         East     Units Scale Factor Converg.
 EK0998;SPC OK S     -   164,713.375   822,235.745   MT  0.99994263   +1 22 43.0
 EK0998;SPC OK S     -   540,397.13  2,697,618.44   sFT  0.99994263   +1 22 43.0
 EK0998;UTM  15      - 3,853,228.784   264,755.320   MT  1.00028213   -1 28 04.5
 EK0998
 EK0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0998!SPC OK S     -   0.99993554  x   0.99994263  =   0.99987817
 EK0998!UTM  15      -   0.99993554  x   1.00028213  =   1.00021765
 EK0998
 EK0998:                Primary Azimuth Mark                     Grid Az
 EK0998:SPC OK S     -  GAINES                                   356 59 02.5
 EK0998:UTM  15      -  GAINES                                   359 49 50.0
 EK0998
 EK0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU6475553228(NAD 83)
 EK0998
 EK0998|---------------------------------------------------------------------|
 EK0998| PID    Reference Object                     Distance      Geod. Az  |
 EK0998|                                                           dddmmss.s |
 EK0998| CY2076 HARTSHORNE RM 1                       5.580 METERS 11802     |
 EK0998| CY2077 HARTSHORNE RM 2                      11.053 METERS 15124     |
 EK0998| EK0999 HALEYVILLE C R I AND P RR TK        APPROX. 4.5 KM 3542006.4 |
 EK0998| FH1132 GAINES                              APPROX.32.9 KM 3582145.5 |
 EK0998|---------------------------------------------------------------------|
 EK0998
 EK0998                          SUPERSEDED SURVEY CONTROL
 EK0998
 EK0998  NAD 83(1986)-  34 47 38.94560(N)    095 34 16.49767(W) AD(       ) 1
 EK0998  NAD 27      -  34 47 38.59000(N)    095 34 15.56600(W) AD(       ) 1
 EK0998  USSD        -  34 47 38.56100(N)    095 34 15.81400(W) AD(       ) 3
 EK0998  NGVD 29 (07/19/86)  441.3    (m)         1448.     (f) VERT ANG       
 EK0998
 EK0998.Superseded values are not recommended for survey control.
 EK0998
 EK0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0998.See file dsdata.pdf to determine how the superseded data were derived.
 EK0998
 EK0998_MARKER: DS = TRIANGULATION STATION DISK
 EK0998_SETTING: 80 = SET IN A BOULDER
 EK0998_STAMPING: HARTSHORNE 1919 1934
 EK0998_MARK LOGO: CGS
 EK0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0998+STABILITY: SURFACE MOTION
 EK0998
 EK0998  HISTORY     - Date     Condition        Report By
 EK0998  HISTORY     - 1919     MONUMENTED       CGS
 EK0998  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EK0998  HISTORY     - 1934     GOOD             CGS
 EK0998  HISTORY     - 19861222 GOOD             LOCSUR
 EK0998
 EK0998                          STATION DESCRIPTION
 EK0998
 EK0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK0998'ABOUT 3 MILES AIRLINE SSW OF HARTSHORNE, AND ON W END AND
 EK0998'HIGHEST POINT OF PROMINENT RIDGE EXTENDING E AND W.
 EK0998'
 EK0998'SURFACE MARK IS A BRONZE STATION DISK IN BOULDER.
 EK0998'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN BOULDERS.
 EK0998'
 EK0998'REFERENCE MARK 1 IS 5.650 METERS (18.54 FEET) FROM STATION,
 EK0998'S 62 DEG 01 MIN E.
 EK0998'
 EK0998'REFERENCE MARK 2 IS 11.120 METERS (36.48 FEET) FROM STATION,
 EK0998'S 28 DEG 51 MIN E.
 EK0998'
 EK0998'BEST REACHED FROM HARTSHORNE BY GOING S PAST CEMENT PLANT,
 EK0998'TO J.M. PRICES PLACE, FROM THERE CONTINUE 1-1/2 MILES TO
 EK0998'STATION SITE.
 EK0998
 EK0998                          STATION RECOVERY (1934)
 EK0998
 EK0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EK0998'STATION IS ABOUT 3 MILES S AND 1 MILE W OF HARTSHORNE,
 EK0998'ON THE HIGHEST POINT OF A PROMINENT TIMBERED RIDGE EXTENDING
 EK0998'E AND W IN THE NE 1/4 SEC. 25, T. 4 N., R. 16 E.
 EK0998'
 EK0998'STATION MARK WAS FOUND REMOVED BUT THE DRILL HOLE IN THE
 EK0998'ROCK WAS FOUND TO BE IN GOOD CONDITION AND A NEW DISK WAS
 EK0998'RESET.  MARK IS SET IN THE CENTER OF A RECTANGULAR ROCK,
 EK0998'ABOUT 36- BY 24-INCHES, THAT IS ALMOST FLUSH WITH GROUND,
 EK0998'STAMPED HARTSHORNE, 1919 1934.
 EK0998'
 EK0998'REFERENCE MARK 1 IS 18.31 FEET (5.580 METERS) SE OF STATION,
 EK0998'IN TOP OF A LARGE ROCK, DISK IS A BRONZE STATION DISK, STAMPED
 EK0998'HARTSHORNE 1916 REFERENCE.
 EK0998'
 EK0998'REFERENCE MARK 2 IS 36.26 FEET (11.053 METERS) SSE OF STATION,
 EK0998'SET IN NW SIDE OF A LARGE ROCK.  DISK IS A BRONZE STATION
 EK0998'DISK, STAMPED HARTSHORNE 1916 REFERENCE.
 EK0998'
 EK0998'REACHED FROM U.S. POST OFFICE IN HARTSHORNE BY GOING W ON
 EK0998'U.S. HIGHWAY 270, 2 BLOCKS TO A ROTARY CLUB SIGN, THEN TURN
 EK0998'LEFT AND GO S ON SAVAGE HIGHWAY (GRAVEL) 1.65 MILES TO AN
 EK0998'OLD CEMENT PLANT, THEN TAKE LEFT FORK ON GRAVEL ROAD AND
 EK0998'GO 0.5 MILE.  THEN TURN RIGHT AND GO S 0.7 MILE TO A T-FORK,
 EK0998'THEN LEAVE GRAVEL ROAD, TURN RIGHT AND GO W 0.1 MILE, THEN
 EK0998'LEFT (S) ON A ROUGH ROAD 0.5 MILE.  THEN TURN RIGHT AND GO
 EK0998'W 0.1 MILE TO A FARM AND END OF ROAD.  FROM FARM CLIMB RIDGE
 EK0998'TO THE S AND A LITTLE W TO THE HIGHEST POINT AND STATION.
 EK0998'
 EK0998'NOTE--MARKS WERE SET IN 1916 BUT WERE NOT OBSERVED UNTIL
 EK0998'1919.
 EK0998
 EK0998                          STATION RECOVERY (1934)
 EK0998
 EK0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK0998'STATION SEEMS TO HAVE BEEN RECENTLY SET, STAMPED HARTSHORNE
 EK0998'1919 1934.  STATION GOOD.
 EK0998'
 EK0998'REFERENCE MARK 1 GOOD.  REFERENCE MARK 2 GOOD.
 EK0998'
 EK0998'STUB TOWER STILL AT STATION.
 EK0998'
 EK0998'BEST REACHED BY GOING S PAST CEMENT PLANT, E TO SCHOOLHOUSE,
 EK0998'S TO FOOT OF MOUNTAIN, THENCE W TO RESIDENCE TO ROSS BURWELL,
 EK0998'THENCE BY TRAIL ABOUT 1 MILE S BY W TO STATION, WHICH IS
 EK0998'ALMOST DUE S OF W END OF LAKE S OF CEMENT PLANT.
 EK0998
 EK0998                          STATION RECOVERY (1986)
 EK0998
 EK0998'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 EK0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1023 ***********************************************************************
 FH1023  DESIGNATION -  HARVEY
 FH1023  PID         -  FH1023
 FH1023  STATE/COUNTY-  OK/LE FLORE
 FH1023  COUNTRY     -  US
 FH1023  USGS QUAD   -  PANAMA (2018)
 FH1023
 FH1023                         *CURRENT SURVEY CONTROL
 FH1023  ______________________________________________________________________
 FH1023* NAD 83(1993) POSITION- 35 14 45.84660(N) 094 43 26.27740(W)   ADJUSTED
 FH1023* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 FH1023  ______________________________________________________________________
 FH1023  GEOID HEIGHT    -        -30.809 (meters)                     GEOID18
 FH1023  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 FH1023  HORZ ORDER      -  FIRST
 FH1023
 FH1023.The horizontal coordinates were established by classical geodetic methods
 FH1023.and adjusted by the National Geodetic Survey in November 1994.
 FH1023
 FH1023.The orthometric height was scaled from a topographic map.
 FH1023
 FH1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1023.GEOID18 height accuracy estimate available here.
 FH1023
 FH1023.Click photographs - Photos may exist for this station.
 FH1023
 FH1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1023
 FH1023. The following values were computed from the NAD 83(1993) position.
 FH1023
 FH1023;                    North         East     Units Scale Factor Converg.
 FH1023;SPC OK S     -   217,012.273   898,113.518   MT  1.00000254   +1 51 34.3
 FH1023;SPC OK S     -   711,981.10  2,946,560.77   sFT  1.00000254   +1 51 34.3
 FH1023;UTM  15      - 3,901,693.694   343,149.681   MT  0.99990320   -0 59 42.3
 FH1023
 FH1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1023!SPC OK S     -   0.99997610  x   1.00000254  =   0.99997864
 FH1023!UTM  15      -   0.99997610  x   0.99990320  =   0.99987930
 FH1023
 FH1023:                Primary Azimuth Mark                     Grid Az
 FH1023:SPC OK S     -  FOLLIET                                  287 23 40.2
 FH1023:UTM  15      -  FOLLIET                                  290 14 56.8
 FH1023
 FH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4314901693(NAD 83)
 FH1023
 FH1023|---------------------------------------------------------------------|
 FH1023| PID    Reference Object                     Distance      Geod. Az  |
 FH1023|                                                           dddmmss.s |
 FH1023| FH1020 SPIRO MUNICIPAL STANDPIPE           APPROX. 9.4 KM 0892646.8 |
 FH1023| CI1574 HARVEY RM 1                          16.606 METERS 12319     |
 FH1023| CI1575 HARVEY RM 2                          22.638 METERS 21408     |
 FH1023| CI1573 HARVEY AZ MK                                       2231804.4 |
 FH1023| FH1035 FOLLIET                             APPROX.18.3 KM 2891514.5 |
 FH1023|---------------------------------------------------------------------|
 FH1023
 FH1023                          SUPERSEDED SURVEY CONTROL
 FH1023
 FH1023  NAD 83(1986)-  35 14 45.85160(N)    094 43 26.26896(W) AD(       ) 1
 FH1023  NAD 27      -  35 14 45.50300(N)    094 43 25.46000(W) AD(       ) 1
 FH1023
 FH1023.Superseded values are not recommended for survey control.
 FH1023
 FH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1023.See file dsdata.pdf to determine how the superseded data were derived.
 FH1023
 FH1023_MARKER: DS = TRIANGULATION STATION DISK
 FH1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1023_STAMPING: HARVEY 1940
 FH1023_MARK LOGO: CGS
 FH1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1023+STABILITY: SURFACE MOTION
 FH1023
 FH1023  HISTORY     - Date     Condition        Report By
 FH1023  HISTORY     - 1940     MONUMENTED       CGS
 FH1023  HISTORY     - 1959     GOOD             CGS
 FH1023  HISTORY     - 1965     GOOD             USGS
 FH1023
 FH1023                          STATION DESCRIPTION
 FH1023
 FH1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1023'STATION IS LOCATED ABOUT 6.0 MILES W OF SPIRO ON A SMALL
 FH1023'WOODED HILL ON THE LAND OWNED BY GEORGE HARVEY.
 FH1023'
 FH1023'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1023'DISKS SET IN CONCRETE.
 FH1023'
 FH1023'STATION IS STAMPED HARVEY 1940 AND PROJECTS ABOUT 2 INCHES
 FH1023'ABOVE THE GROUND.  IT IS 14.8 FEET SW OF A 1.0-FOOT DEAD
 FH1023'SNAG WITH A TRIANGLE BLAZE, 22.0 FEET NE OF THE CENTER LINE
 FH1023'OF DIM TRACK ROAD, AND 7.5 FEET SE OF A WHITE REFERENCE POST.
 FH1023'
 FH1023'REFERENCE MARK NO.1 IS STAMPED HARVEY NO.1, 1940 AND PROJECTS
 FH1023'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 43.5 FEET ESE OF
 FH1023'1.0-FOOT DEAD SNAG WITH A TRIANGLE BLAZE, AND ABOUT 1.0
 FH1023'FOOT LOWER THAN THE STATION.  REFERENCE MARK NO.2 IS STAMPED
 FH1023'HARVEY NO.2, 1940 AND PROJECTS ABOUT 6 INCHES ABOVE THE
 FH1023'GROUND.  IT IS 26 FEET W OF THE CENTER LINE OF OLD TRACK
 FH1023'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 FH1023'
 FH1023'AZIMUTH MARK IS STAMPED HARVEY 1940 AND PROJECTS 6 INCHES
 FH1023'ABOVE THE GROUND.  IT IS 39.0 FEET N OF THE CENTER LINE
 FH1023'OF OKLAHOMA STATE HIGHWAY 10, 2 FEET S OF FENCE, AND 2.7
 FH1023'FEET NW OF WHITE REFERENCE POST.
 FH1023'
 FH1023'STATION IS REACHED AS FOLLOWS- FROM SPIRO GO W ON U.S. HIGHWAY
 FH1023'271 3.0 MILES TO JUNCTION WITH U.S. HIGHWAY 59 AND OKLAHOMA
 FH1023'STATE HIGHWAY 10.  CONTINUE STRAIGHT W ON U.S. HIGHWAY 59
 FH1023'AND OKLAHOMA STATE HIGHWAY 10 FOR 3.5 MILES TO A ROAD LEADING
 FH1023'N ON THE E SIDE OF A PHILLIPS SERVICE STATION.  (AZIMUTH
 FH1023'MARK IS REACHED BY CONTINUING W FOR 0.3 MILE.) TURN RIGHT
 FH1023'(N) AND GO 0.6 MILE TO A CROSS ROAD.  CONTINUE N 0.1 MILE
 FH1023'TO TOP OF HILL.  TURN RIGHT ON OLD WOODS ROAD (E) AND GO
 FH1023'S AND E 0.1 MILE TO THE TOP OF HILL AND STATION.
 FH1023'
 FH1023'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FH1023
 FH1023                          STATION RECOVERY (1959)
 FH1023
 FH1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1023'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 FH1023'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LYING ON
 FH1023'ITS SIDE.  SINCE NO OBJECTS WERE VISABLE FROM THE GROUND
 FH1023'AT THIS STATION THE DISK WAS REMOVED AND THE AZIMUTH MARK
 FH1023'DESTROYED.
 FH1023'
 FH1023'TO REACH THE STATION FROM SPIRO, GO WEST ON U.S. HIGHWAY
 FH1023'271 FOR 3.0 MILES TO JUNCTION WITH U.S. HIGHWAY 59, CONTINUE
 FH1023'WEST ON U.S. HIGHWAY 59 AND STATE HIGHWAY 9 FOR 3.15 MILES
 FH1023'TO CROSSROADS AT A CITY SERVICE SERVICE STATION, TURN RIGHT
 FH1023'AND GO NORTH FOR 0.6 MILE TO CROSSROADS, TURN RIGHT AND
 FH1023'GO EAST FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK NORTHEAST
 FH1023'FOR ABOUT 100 YARDS TO HIGHEST POINT OF RIDGE AND STATION.
 FH1023'THE STATION IS ABOUT 50 YARDS NORTH OF A POINT WHERE A POWER
 FH1023'LINE CROSSES OVER SOUTH SIDE OF RIDGE.
 FH1023
 FH1023                          STATION RECOVERY (1965)
 FH1023
 FH1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FH1023'STATION AND R.M. 1 ARE IN GOOD CONDITION.  THE AZIMUTH MARK
 FH1023'HAS APPARENTLY BEEN DESTROYED IN THE WIDENING OF A RIGHT-OF-WAY.
 FH1023'R.M. 2 WAS FOUND WITH THE DIRT REMOVED FROM AROUND THE BASE
 FH1023'(MARK WAS NOT MOVED), THE TREES HAVE BEEN CLEARED FROM THIS
 FH1023'HILL FOR CONSTRUCTION OF A NEW HOUSE.
 FH1023'
 FH1023'STATION IS 26.1 FEET NW OF A WELL.  THE NEW HOUSE WILL BE
 FH1023'LOCATED SO THAT THE SE CORNER OF THE HOUSE WILL BE APPROXIMATELY
 FH1023'WHERE THE RM 2 IS LOCATED.  LOWER PLATE WAS SET ON RM 1
 FH1023'AND THE DIRECTION WAS CHECKED TO RM 2 AND ALSO A DIRECTION
 FH1023'WAS TURNED TO A NAIL IN A TRIANGULAR BLAZE IN A 12-INCH
 FH1023'OAK TREE WHICH MAY BE USED FOR A REFERENCE MARK.  THE DISTANCE
 FH1023'FROM THE STATION TO THE BLAZE IS 88.23 FEET.
 FH1023'
 FH1023'HOW TO REACH DESCRIPTION IS ADEQUATE.
 FH1023'
 FH1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.0 MILES
 FH1023'WEST OF SPIRO
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0750 ***********************************************************************
 GG0750  DESIGNATION -  HARVEY
 GG0750  PID         -  GG0750
 GG0750  STATE/COUNTY-  OK/CRAIG
 GG0750  COUNTRY     -  US
 GG0750  USGS QUAD   -  PYRAMID CORNERS (2019)
 GG0750
 GG0750                         *CURRENT SURVEY CONTROL
 GG0750  ______________________________________________________________________
 GG0750* NAD 83(1997) POSITION- 36 52 24.48617(N) 095 13 27.35332(W)   ADJUSTED
 GG0750* NAVD 88 ORTHO HEIGHT -   291.85  (+/-2cm)      957.5   (feet) VERTCON3
 GG0750  ______________________________________________________________________
 GG0750  GEOID HEIGHT    -        -29.517 (meters)                     GEOID18
 GG0750  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 GG0750  HORZ ORDER      -  FIRST
 GG0750  VERT ORDER      -  THIRD ? (See Below)
 GG0750
 GG0750.The horizontal coordinates were established by classical geodetic methods
 GG0750.and adjusted by the National Geodetic Survey in October 1998.
 GG0750
 GG0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0750
 GG0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0750.GEOID18 height accuracy estimate available here.
 GG0750
 GG0750.The vertical order pertains to the NGVD 29 superseded value.
 GG0750
 GG0750.Click photographs - Photos may exist for this station.
 GG0750
 GG0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0750
 GG0750. The following values were computed from the NAD 83(1997) position.
 GG0750
 GG0750;                    North         East     Units Scale Factor Converg.
 GG0750;SPC OK N     -   211,413.159   847,453.170   MT  1.00002123   +1 38 17.1
 GG0750;SPC OK N     -   693,611.34  2,780,352.61   sFT  1.00002123   +1 38 17.1
 GG0750;UTM  15      - 4,083,145.654   301,752.149   MT  1.00008420   -1 20 06.4
 GG0750
 GG0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0750!SPC OK N     -   0.99995883  x   1.00002123  =   0.99998006
 GG0750!UTM  15      -   0.99995883  x   1.00008420  =   1.00004303
 GG0750
 GG0750:                Primary Azimuth Mark                     Grid Az
 GG0750:SPC OK N     -  HARVEY AZ MK                             267 56 47.1
 GG0750:UTM  15      -  HARVEY AZ MK                             270 55 10.6
 GG0750
 GG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0175283145(NAD 83)
 GG0750
 GG0750|---------------------------------------------------------------------|
 GG0750| PID    Reference Object                     Distance      Geod. Az  |
 GG0750|                                                           dddmmss.s |
 GG0750| CI1577 HARVEY RM 1                          26.413 METERS 02837     |
 GG0750| CI1576 HARVEY AZ MK                                       2693504.2 |
 GG0750| CI1578 HARVEY RM 2                          27.674 METERS 29638     |
 GG0750|---------------------------------------------------------------------|
 GG0750
 GG0750                          SUPERSEDED SURVEY CONTROL
 GG0750
 GG0750  NAD 83(1993)-  36 52 24.48863(N)    095 13 27.35381(W) AD(       ) 1
 GG0750  NAD 83(1986)-  36 52 24.50548(N)    095 13 27.34035(W) AD(       ) 1
 GG0750  NAD 27      -  36 52 24.21830(N)    095 13 26.46350(W) AD(       ) 1
 GG0750  NGVD 29             291.72   (m)          957.1    (f) LEVELING    3  
 GG0750
 GG0750.Superseded values are not recommended for survey control.
 GG0750
 GG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0750.See file dsdata.pdf to determine how the superseded data were derived.
 GG0750
 GG0750_MARKER: DS = TRIANGULATION STATION DISK
 GG0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0750_STAMPING: HARVEY 1958
 GG0750_MARK LOGO: CGS
 GG0750_PROJECTION: FLUSH
 GG0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0750+STABILITY: SURFACE MOTION
 GG0750
 GG0750  HISTORY     - Date     Condition        Report By
 GG0750  HISTORY     - 1958     MONUMENTED       CGS
 GG0750  HISTORY     - 20020404 GOOD             OKDOT
 GG0750
 GG0750                          STATION DESCRIPTION
 GG0750
 GG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0750'THE STATION IS LOCATED ABOUT 8 MILES WEST OF WELCH, IN A FIELD
 GG0750'NEAR TWO ROUND, METAL GRAIN BINS.  IT IS 63 FEET NORTH OF
 GG0750'THE CENTER OF THE HIGHWAY, 16 FEET NORTHWEST OF THE WEST
 GG0750'END OF A WIRE GATE AND 11 FEET NORTH OF A FENCE.  IT IS
 GG0750'A FLUSH MARK AND IS STAMPED HARVEY 1958.
 GG0750'
 GG0750'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE NORTH ONE OF
 GG0750'THE TWO METAL GRAIN BINS AND 1 FOOT WEST OF A FENCE.  THE
 GG0750'MARK PROJECTS 4 INCHES AND IS STAMPED HARVEY NO 1 1958.
 GG0750'
 GG0750'REFERENCE MARK NO. 2 IS 53 FEET NORTH OF THE RIGHT-OF-WAY
 GG0750'FENCE AND 1 FOOT EAST OF THE NORTHEAST CORNER OF A SMALL
 GG0750'FENCED LOT.  THE MARK PROJECTS 5 INCHES AND IS STAMPED HARVEY
 GG0750'NO 2 1958.
 GG0750'
 GG0750'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GG0750'NO. 2 IS 127.6 FEET.
 GG0750'
 GG0750'THE AZIMUTH MARK IS 53 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 GG0750'13 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS
 GG0750'POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 GG0750'AND IS STAMPED HARVEY 1958.
 GG0750'
 GG0750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 GG0750'AND STATE HIGHWAY 10 IN THE WEST EDGE OF WELCH, GO WEST ON
 GG0750'HIGHWAY 10 FOR 4.75 MILES TO THE GRAND VIEW SCHOOL, ON THE
 GG0750'RIGHT, CONTINUE STRAIGHT AHEAD ON HIGHWAY 10, FOR 2.0 MILES
 GG0750'TO THE STATION ON THE RIGHT AS DESCRIBED.
 GG0750'
 GG0750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 GG0750'HIGHWAY 10, FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 GG0750'AS DESCRIBED.
 GG0750'
 GG0750'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 GG0750'
 GG0750'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GG0750
 GG0750                          STATION RECOVERY (2002)
 GG0750
 GG0750'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (JAK)
 GG0750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9526 ***********************************************************************
 AF9526  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9526  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9526  DESIGNATION -  HASKELL CORS ARP
 AF9526  CORS_ID     -  HKLO
 AF9526  PID         -  AF9526
 AF9526  STATE/COUNTY-  OK/OKMULGEE
 AF9526  COUNTRY     -  US
 AF9526  USGS QUAD   -  OKMULGEE NE (2018)
 AF9526
 AF9526                         *CURRENT SURVEY CONTROL
 AF9526  ______________________________________________________________________
 AF9526* NAD 83(2011) POSITION- 35 40 57.89373(N) 095 51 48.15331(W)   ADJUSTED
 AF9526* NAD 83(2011) ELLIP HT-   192.271 (meters)        (04/??/25)   ADJUSTED
 AF9526* NAD 83(2011) EPOCH   -  2010.00
 AF9526* NAVD 88 ORTHO HEIGHT -   221.47  (meters)      726.6   (feet) GPS OBS
 AF9526  ______________________________________________________________________
 AF9526  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9526  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 AF9526  NAD 83(2011) X  -   -529,862.917 (meters)                     COMP
 AF9526  NAD 83(2011) Y  - -5,159,631.132 (meters)                     COMP
 AF9526  NAD 83(2011) Z  -  3,699,768.479 (meters)                     COMP
 AF9526
 AF9526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9526  Standards:
 AF9526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9526  -------------------------------------------------------------------
 AF9526  NETWORK    0.13   0.17           0.03   0.07   0.09     -0.12060000
 AF9526  -------------------------------------------------------------------
 AF9526
 AF9526.The coordinates were established by GPS observations
 AF9526.and adjusted by the National Geodetic Survey in April 2025.
 AF9526
 AF9526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9526.been affixed to the stable North American Tectonic Plate. 
 AF9526
 AF9526.The coordinates are valid at the epoch date displayed above
 AF9526.which is a decimal equivalence of Year/Month/Day.
 AF9526
 AF9526.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9526.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9526.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9526.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9526.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9526.published epoch of 2010.00.
 AF9526
 AF9526.Additional information on MYCS is available at:
 AF9526.https://geodesy.noaa.gov/CORS/index.shtml
 AF9526
 AF9526.The orthometric height was determined by GPS observations and a
 AF9526.high-resolution geoid model using precise GPS observation and
 AF9526.processing techniques.
 AF9526
 AF9526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9526.GEOID18 height accuracy estimate available here.
 AF9526
 AF9526.The PID for the CORS L1 Phase Center is AJ6939.
 AF9526
 AF9526.Click photographs - Photos may exist for this station.
 AF9526
 AF9526.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9526
 AF9526.The ellipsoidal height was determined by GPS observations
 AF9526.and is referenced to NAD 83.
 AF9526
 AF9526. The following values were computed from the NAD 83(2011) position.
 AF9526
 AF9526;                    North         East     Units Scale Factor Converg.
 AF9526;SPC OK N     -    77,881.016   793,395.245   MT  0.99998096   +1 15 39.3
 AF9526;SPC OK N     -   255,514.63  2,602,997.57   sFT  0.99998096   +1 15 39.3
 AF9526;UTM  15      - 3,952,540.301   240,866.319   MT  1.00042756   -1 40 16.1
 AF9526
 AF9526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9526!SPC OK N     -   0.99996982  x   0.99998096  =   0.99995078
 AF9526!UTM  15      -   0.99996982  x   1.00042756  =   1.00039737
 AF9526
 AF9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4086652540(NAD 83)
 AF9526
 AF9526                          SUPERSEDED SURVEY CONTROL
 AF9526
 AF9526  NAD 83(2011)-  35 40 57.89383(N)    095 51 48.15337(W) AD(2010.00) c
 AF9526  ELLIP H (06/??/19)  192.273  (m)                       GP(2010.00) c c
 AF9526  NAD 83(2011)-  35 40 57.89393(N)    095 51 48.15318(W) AD(2010.00) c
 AF9526  NAD 83(2011)-  35 40 57.89384(N)    095 51 48.15341(W) AD(2010.00) c
 AF9526  ELLIP H (08/??/11)  192.271  (m)                       GP(2010.00) c c
 AF9526  NAD 83(2007)-  35 40 57.89405(N)    095 51 48.15403(W) AD(2002.00) c
 AF9526  NAD 83(CORS)-  35 40 57.89405(N)    095 51 48.15403(W) AD(2002.00) c
 AF9526  ELLIP H (03/??/02)  192.275  (m)                       GP(2002.00) c c
 AF9526  NAD 83(CORS)-  35 40 57.89357(N)    095 51 48.15420(W) AD(1997.00) c
 AF9526  ELLIP H (04/??/96)  192.291  (m)                       GP(1997.00) c c
 AF9526  NAD 83(CORS)-  35 40 57.89357(N)    095 51 48.15420(W) AD(1996.00) c
 AF9526  ELLIP H (04/??/96)  192.291  (m)                       GP(1996.00) c c
 AF9526
 AF9526.Superseded values are not recommended for survey control.
 AF9526
 AF9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9526.See file dsdata.pdf to determine how the superseded data were derived.
 AF9526
 AF9526_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9526
 AF9526                          STATION DESCRIPTION
 AF9526
 AF9526'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9526'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9526'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9526'AND LOG FILES ACCESSIBLE AT:
 AF9526'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1142 ***********************************************************************
 FH1142  DESIGNATION -  HASKELL MUNICIPAL TANK EAST
 FH1142  PID         -  FH1142
 FH1142  STATE/COUNTY-  OK/MUSKOGEE
 FH1142  COUNTRY     -  US
 FH1142  USGS QUAD   -  HASKELL (2018)
 FH1142
 FH1142                         *CURRENT SURVEY CONTROL
 FH1142  ______________________________________________________________________
 FH1142* NAD 83(1993) POSITION- 35 49 07.71850(N) 095 40 21.23288(W)   ADJUSTED
 FH1142  ______________________________________________________________________
 FH1142  GEOID HEIGHT    -        -29.356 (meters)                     GEOID18
 FH1142  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 FH1142  HORZ ORDER      -  THIRD
 FH1142
 FH1142.The horizontal coordinates were established by classical geodetic methods
 FH1142.and adjusted by the National Geodetic Survey in November 1994.
 FH1142
 FH1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1142.GEOID18 height accuracy estimate available here.
 FH1142
 FH1142.Click photographs - Photos may exist for this station.
 FH1142
 FH1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1142
 FH1142. The following values were computed from the NAD 83(1993) position.
 FH1142
 FH1142;                    North         East     Units Scale Factor Converg.
 FH1142;SPC OK N     -    93,370.039   810,301.373   MT  0.99996381   +1 22 24.7
 FH1142;SPC OK N     -   306,331.54  2,658,463.75   sFT  0.99996381   +1 22 24.7
 FH1142;UTM  15      - 3,967,149.131   258,550.498   MT  1.00031843   -1 33 53.3
 FH1142
 FH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5855067149(NAD 83)
 FH1142
 FH1142                          SUPERSEDED SURVEY CONTROL
 FH1142
 FH1142  NAD 83(1986)-  35 49 07.73955(N)    095 40 21.21959(W) AD(       ) 3
 FH1142  NAD 27      -  35 49 07.38700(N)    095 40 20.27700(W) AD(       ) 3
 FH1142
 FH1142.Superseded values are not recommended for survey control.
 FH1142
 FH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1142.See file dsdata.pdf to determine how the superseded data were derived.
 FH1142
 FH1142_MARKER: 51 = TANK
 FH1142
 FH1142  HISTORY     - Date     Condition        Report By
 FH1142  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1142
 FH1142                          STATION DESCRIPTION
 FH1142
 FH1142'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1143 ***********************************************************************
 FH1143  DESIGNATION -  HASKELL MUNICIPAL TANK WEST
 FH1143  PID         -  FH1143
 FH1143  STATE/COUNTY-  OK/MUSKOGEE
 FH1143  COUNTRY     -  US
 FH1143  USGS QUAD   -  HASKELL (2018)
 FH1143
 FH1143                         *CURRENT SURVEY CONTROL
 FH1143  ______________________________________________________________________
 FH1143* NAD 83(1993) POSITION- 35 49 15.96602(N) 095 40 31.80367(W)   ADJUSTED
 FH1143  ______________________________________________________________________
 FH1143  GEOID HEIGHT    -        -29.352 (meters)                     GEOID18
 FH1143  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 FH1143  HORZ ORDER      -  THIRD
 FH1143
 FH1143.The horizontal coordinates were established by classical geodetic methods
 FH1143.and adjusted by the National Geodetic Survey in November 1994.
 FH1143
 FH1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1143.GEOID18 height accuracy estimate available here.
 FH1143
 FH1143.Click photographs - Photos may exist for this station.
 FH1143
 FH1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1143
 FH1143. The following values were computed from the NAD 83(1993) position.
 FH1143
 FH1143;                    North         East     Units Scale Factor Converg.
 FH1143;SPC OK N     -    93,617.797   810,030.019   MT  0.99996357   +1 22 18.5
 FH1143;SPC OK N     -   307,144.39  2,657,573.49   sFT  0.99996357   +1 22 18.5
 FH1143;UTM  15      - 3,967,410.567   258,292.109   MT  1.00031996   -1 33 59.8
 FH1143
 FH1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5829267410(NAD 83)
 FH1143
 FH1143                          SUPERSEDED SURVEY CONTROL
 FH1143
 FH1143  NAD 83(1986)-  35 49 15.98752(N)    095 40 31.79028(W) AD(       ) 3
 FH1143  NAD 27      -  35 49 15.63700(N)    095 40 30.84800(W) AD(       ) 3
 FH1143
 FH1143.Superseded values are not recommended for survey control.
 FH1143
 FH1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1143.See file dsdata.pdf to determine how the superseded data were derived.
 FH1143
 FH1143_MARKER: 51 = TANK
 FH1143
 FH1143  HISTORY     - Date     Condition        Report By
 FH1143  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1143
 FH1143                          STATION DESCRIPTION
 FH1143
 FH1143'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0709 ***********************************************************************
 EM0709  DESIGNATION -  HASTINGS
 EM0709  PID         -  EM0709
 EM0709  STATE/COUNTY-  OK/JEFFERSON
 EM0709  COUNTRY     -  US
 EM0709  USGS QUAD   -  HOOPER (2019)
 EM0709
 EM0709                         *CURRENT SURVEY CONTROL
 EM0709  ______________________________________________________________________
 EM0709* NAD 83(1993) POSITION- 34 10 46.50896(N) 098 07 55.45783(W)   ADJUSTED
 EM0709* NAVD 88 ORTHO HEIGHT -   313.7   (meters)     1029.    (feet) VERTCON3
 EM0709  ______________________________________________________________________
 EM0709  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 EM0709  LAPLACE CORR    -          2.30  (seconds)                    DEFLEC18
 EM0709  HORZ ORDER      -  SECOND
 EM0709
 EM0709.The horizontal coordinates were established by classical geodetic methods
 EM0709.and adjusted by the National Geodetic Survey in November 1994.
 EM0709
 EM0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0709
 EM0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0709.GEOID18 height accuracy estimate available here.
 EM0709
 EM0709.Click photographs - Photos may exist for this station.
 EM0709
 EM0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0709
 EM0709. The following values were computed from the NAD 83(1993) position.
 EM0709
 EM0709;                    North         East     Units Scale Factor Converg.
 EM0709;SPC OK S     -    93,877.147   587,824.810   MT  0.99996072   -0 04 29.9
 EM0709;SPC OK S     -   307,995.27  1,928,555.23   sFT  0.99996072   -0 04 29.9
 EM0709;SPC TXNC     - 2,278,737.485   633,921.468   MT  1.00006635   +0 12 02.4
 EM0709;SPC TXNC     - 7,476,157.90  2,079,790.68   sFT  1.00006635   +0 12 02.4
 EM0709;UTM  14      - 3,782,408.737   579,983.377   MT  0.99967886   +0 29 15.4
 EM0709
 EM0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0709!SPC OK S     -   0.99995480  x   0.99996072  =   0.99991552
 EM0709!SPC TXNC     -   0.99995480  x   1.00006635  =   1.00002115
 EM0709!UTM  14      -   0.99995480  x   0.99967886  =   0.99963368
 EM0709
 EM0709:                Primary Azimuth Mark                     Grid Az
 EM0709:SPC OK S     -  HASTINGS AZ MK                           137 17 09.5
 EM0709:SPC TXNC     -  HASTINGS AZ MK                           137 00 37.2
 EM0709:UTM  14      -  HASTINGS AZ MK                           136 43 24.2
 EM0709
 EM0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7998382408(NAD 83)
 EM0709
 EM0709|---------------------------------------------------------------------|
 EM0709| PID    Reference Object                     Distance      Geod. Az  |
 EM0709|                                                           dddmmss.s |
 EM0709| EM0703 HASTINGS MUNICIPAL TANK             APPROX. 6.1 KM 0202035.3 |
 EM0709| EM0700 HASTINGS HIGH SCHOOL CUPOLA         APPROX. 6.1 KM 0205006.4 |
 EM0709| CX8246 HASTINGS AZ MK                                     1371239.6 |
 EM0709| CX8247 HASTINGS RM                         174.074 METERS 18849     |
 EM0709| CX8248 HASTINGS RM 2                        10.772 METERS 30152     |
 EM0709| EM0697 TEMPLE MUNICIPAL TANK               APPROX.14.4 KM 3164308.4 |
 EM0709|---------------------------------------------------------------------|
 EM0709
 EM0709                          SUPERSEDED SURVEY CONTROL
 EM0709
 EM0709  NAD 83(1986)-  34 10 46.51238(N)    098 07 55.44461(W) AD(       ) 2
 EM0709  NAD 27      -  34 10 46.17900(N)    098 07 54.29700(W) AD(       ) 2
 EM0709  USSD        -  34 10 46.11900(N)    098 07 54.71400(W) AD(       ) 3
 EM0709  NGVD 29 (07/19/86)  313.6    (m)         1029.     (f) VERT ANG       
 EM0709
 EM0709.Superseded values are not recommended for survey control.
 EM0709
 EM0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0709.See file dsdata.pdf to determine how the superseded data were derived.
 EM0709
 EM0709_MARKER: DS = TRIANGULATION STATION DISK
 EM0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0709_STAMPING: HASTINGS 1923
 EM0709_MARK LOGO: CGS
 EM0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0709+STABILITY: SURFACE MOTION
 EM0709
 EM0709  HISTORY     - Date     Condition        Report By
 EM0709  HISTORY     - 1923     MONUMENTED       CGS
 EM0709  HISTORY     - 1934     GOOD             CGS
 EM0709  HISTORY     - 1934     GOOD             OKGS
 EM0709  HISTORY     - 1937     GOOD             OKDH
 EM0709  HISTORY     - 1948     GOOD             CGS
 EM0709  HISTORY     - 1963     GOOD             CGS
 EM0709  HISTORY     - 1964     GOOD             CGS
 EM0709
 EM0709                          STATION DESCRIPTION
 EM0709
 EM0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0709'STATION IS ABOUT 8 MILES W AND 1-1/2 MILES N OF WAURIKA,
 EM0709'3 MILES S AND 1 MILE W OF THE TOWN OF HASTINGS, 1/2 MILE
 EM0709'E OF THE JEFFERSON-COTTON COUNTY LINE, IN THE NE CORNER OF
 EM0709'SW 1/4 SEC. 27, T 4 S, R 9 W, ON LAND BELONGING TO W.J.
 EM0709'JOHNSON, AND RENTED BY BILL HALL, ON THE E END OF A RATHER
 EM0709'PROMINENT RIDGE AND ABOUT 600 METERS (1,968 FEET) N OF HALLS
 EM0709'HOUSE.
 EM0709'
 EM0709'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0709'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0709'
 EM0709'REFERENCE MARK IS IN FENCE LINE, 174.27 METERS (571.8 FEET)
 EM0709'FROM STATION, S 08 DEG 48 MIN 36 SEC W.
 EM0709'
 EM0709'ELEVATION OF STATION, 312.8 METERS (1,026 FEET).
 EM0709
 EM0709                          STATION RECOVERY (1934)
 EM0709
 EM0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0709'STATION IS ABOUT 2-1/2 MILES S AND 1 MILE W OF HASTINGS,
 EM0709'IN NE 1/4, OF NE 1/4, OF SW 1/4, SEC. 27, T 4 S, R 9 W, ON
 EM0709'LAND OWNED BY W.F. JOHNSON.  ABOUT 0.4 MILE N OF HOUSE ON
 EM0709'THE JOHNSON LAND, ON HIGHEST GROUND.
 EM0709'
 EM0709'STATION MARK IS A STANDARD BRONZE DISK, SET IN CONCRETE,
 EM0709'PROJECTING ABOUT 4 INCHES ABOVE GROUND, MARKED HASTINGS 1923.
 EM0709'
 EM0709'STATION RECOVERED IN GOOD CONDITION.
 EM0709'
 EM0709'REFERENCE MARK ABOUT 165 YARDS S OF STATION AND ABOUT 75
 EM0709'YARDS W OF LANE, IN E-W FENCE LINE OF PASTURE IS A STANDARD
 EM0709'DISK SET IN CONCRETE.  MARK SATISFACTORY.
 EM0709
 EM0709                          STATION RECOVERY (1934)
 EM0709
 EM0709'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 EM0709'STATION IS ABOUT 1/2 MILE E OF THE JEFFERSON AND COTTON COUNTY
 EM0709'LINE IN THE NE CORNER OF THE SW 1/4 SEC. 27, T 4 S AND R 9 W,
 EM0709'ON LAND OWNED BY W.J. JOHNSON AND RENTED BY L.L. HUCKABY.
 EM0709'THE STATION IS ON THE E END OF A PROMINENT RIDGE AND ABOUT
 EM0709'600 METERS N OF THE HUCKABY RESIDENCE.  ABOUT 7-1/2 MILES
 EM0709'W OF THE S END OF MAIN STREET IN THE TOWN OF WAURIKA AND 1-1/2
 EM0709'MILES N.  IT IS ABOUT 2-1/2 MILES S AND 1-1/2 MILES W OF THE
 EM0709'TOWN OF HASTINGS.
 EM0709'
 EM0709'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS GIVEN
 EM0709'IN ORIGINAL NOTES.  REFERENCE MARK IS 571.95 FEET S IN FENCE
 EM0709'LINE.
 EM0709
 EM0709                          STATION RECOVERY (1937)
 EM0709
 EM0709'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM0709'STATION IN SW 1/4 OF SEC. 27, T 4 S, R 9 W.  500 FEET S AND
 EM0709'528 FEET W OF NE CORNER OF SW QUARTER.
 EM0709
 EM0709                          STATION RECOVERY (1948)
 EM0709
 EM0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0709'THE STATION AND REFERENCE MARK WAS
 EM0709'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 EM0709'AND REFERENCE MARK NO 2, WAS ESTABLISHED.
 EM0709'FOLLOWING IS A COMPLETE DESCRIPTION.
 EM0709'
 EM0709'THE STATION IS LOCATED ABOUT 8.0 MILES WEST AND 1.5 MILES
 EM0709'NORTH OF WAURIKA AND 3.0 SOUTH AND 1.0 MILE WEST OF HASTINGS
 EM0709'ON LAND OWNED BY W.J. JOHNSON AND OCCUPIED BY MR. JOHN HOGGART.
 EM0709'IT IS ON THE SOUTHEAST END OF A RATHER PROMINENT RIDGE, ABOUT
 EM0709'0.5 MILE NORTH OF THE HOGGART FARM HOUSE, 75 FEET NORTHWEST
 EM0709'OF THE SOUTHEAST END OF THE RIDGE AND 6 FEET NORTHWEST OF
 EM0709'WITNESS POST.  IT IS STAMPED HASTINGS 1923 AND PROJECTS 2
 EM0709'INCHES.
 EM0709'
 EM0709'REFERENCE MARK IS SOUTH OF THE STATION, 110 FEET WEST OF
 EM0709'FENCE CORNER AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT
 EM0709'IS STAMPED HASTINGS 1923 AND SET FLUSH WITH THE GROUND SURFACE.
 EM0709'
 EM0709'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN
 EM0709'OUTCROPPING BEDROCK.  IT IS STAMPED HASTINGS NO 2 1948 AND SET
 EM0709'FLUSH WITH THE ROCK SURFACE.
 EM0709'
 EM0709'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHEAST OF THE STATION,
 EM0709'30 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET WEST OF
 EM0709'WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS
 EM0709'STAMPED HASTINGS 1948 AND PROJECTS 4 INCHES.
 EM0709'
 EM0709'TO REACH THE STATION FROM THE POST OFFICE IN HASTINGS, GO
 EM0709'WEST ON DIRT ROAD FOR 0.1 MILE, THENCE LEFT SOUTH FOR 0.65
 EM0709'MILE, THENCE RIGHT WEST FOR 0.45 MILE, THENCE LEFT SOUTH
 EM0709'FOR 2.0 MILES TO CROSSROADS, CONTINUE SOUTH FOR 1.0 MILE
 EM0709'TO SIDE ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.2 MILE TO
 EM0709'THE AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED, CONTINUE WEST
 EM0709'ON DIRT ROAD FOR 0.35 MILE TO FARM HOUSE ON THE RIGHT, TURN
 EM0709'RIGHT INTO DRIVEWAY JUST WEST OF HOUSE AND GO NORTH PASSING
 EM0709'THROUGH WIRE GATE AND ON THROUGH BARN YARD FOR 0.3 MILE TO
 EM0709'THE END OF LANE, CONTINUE NORTH ACROSS PASTURE FOR 0.2 MILE
 EM0709'TO THE TOP OF THE RIDGE AND STATION ON SOUTHEAST END AS
 EM0709'DESCRIBED.
 EM0709'
 EM0709'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 EM0709'
 EM0709'A 4 FOOT SIGNAL AT STATION BYERS 1923 IS VISIBLE AT 4 FEET
 EM0709'
 EM0709'A 4 FOOT SIGNAL AT STATION TAYLOR IS VISIBLE AT 4 FEET
 EM0709'
 EM0709'A 47 FOOT SIGNAL AT STATION LEE 2 IS VISIBLE AT 4 FEET
 EM0709'
 EM0709'A 4 FOOT SIGNAL AT STATION TEMPLE IS VISIBLE AT 4 FEET
 EM0709'
 EM0709'A 4 FOOT SIGNAL AT STATION JEFF IS VISIBLE AT 4 FEET
 EM0709'
 EM0709'A 47 FOOT SIGNAL AT STATION ADDINGTON IS VISIBLE AT 4 FEET
 EM0709'
 EM0709'A 4 FOOT SIGNAL AT STATION MONUMENT 1902 IS VISIBLE AT 4 FEET
 EM0709
 EM0709                          STATION RECOVERY (1963)
 EM0709
 EM0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0709'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 EM0709'AS DESCRIBED IN THE 1948 DESCRIPTION.  REFERENCE MARK 1923
 EM0709'IS 220 FEET WEST OF CORNER POST AT END OF LANE AND 1 FOOT
 EM0709'NORTH OF FENCE LINE.
 EM0709'
 EM0709'AZIMUTH MARK IS 18 INCHES EAST OF THE 6TH FENCE POST EAST
 EM0709'OF A RAILROAD CROSS TIE USED AS A FENCE POST IN THE FENCE
 EM0709'LINE.
 EM0709'
 EM0709'THE 1948 DESCRIPTION TO REACH IS ADEQUATE EXCEPT THE HOUSE
 EM0709'WEST OF THE AZIMUTH MARK IS GONE, OTHER BUILDINGS REMAIN.
 EM0709
 EM0709                          STATION RECOVERY (1964)
 EM0709
 EM0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0709'RECOVERED AS DESCRIBED.  THE FARM HOUSE REFERED TO IN THE
 EM0709'DESCRIPTION BY H.L. ENGDAHL HAS BURNED DOWN, AND THE WITNESS
 EM0709'POST IS NOT THERE.
 EM0709'
 EM0709'ALL MARKS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0719 ***********************************************************************
 EL0719  DESIGNATION -  HAWKINS
 EL0719  PID         -  EL0719
 EL0719  STATE/COUNTY-  OK/HUGHES
 EL0719  COUNTRY     -  US
 EL0719  USGS QUAD   -  ALLEN (2018)
 EL0719
 EL0719                         *CURRENT SURVEY CONTROL
 EL0719  ______________________________________________________________________
 EL0719* NAD 83(1993) POSITION- 34 56 33.12469(N) 096 24 56.38112(W)   ADJUSTED
 EL0719* NAVD 88 ORTHO HEIGHT -   302.15  (+/-2cm)      991.3   (feet) VERTCON3
 EL0719  ______________________________________________________________________
 EL0719  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 EL0719  LAPLACE CORR    -         -5.88  (seconds)                    DEFLEC18
 EL0719  HORZ ORDER      -  FIRST
 EL0719  VERT ORDER      -  THIRD ? (See Below)
 EL0719
 EL0719.The horizontal coordinates were established by classical geodetic methods
 EL0719.and adjusted by the National Geodetic Survey in November 1994.
 EL0719
 EL0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0719
 EL0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0719.GEOID18 height accuracy estimate available here.
 EL0719
 EL0719.The vertical order pertains to the NGVD 29 superseded value.
 EL0719
 EL0719.Click photographs - Photos may exist for this station.
 EL0719
 EL0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0719
 EL0719. The following values were computed from the NAD 83(1993) position.
 EL0719
 EL0719;                    North         East     Units Scale Factor Converg.
 EL0719;SPC OK S     -   179,636.023   744,720.019   MT  0.99995544   +0 53 57.5
 EL0719;SPC OK S     -   589,355.85  2,443,302.26   sFT  0.99995544   +0 53 57.5
 EL0719;UTM  14      - 3,869,720.294   736,017.671   MT  1.00028659   +1 28 51.2
 EL0719
 EL0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0719!SPC OK S     -   0.99995691  x   0.99995544  =   0.99991235
 EL0719!UTM  14      -   0.99995691  x   1.00028659  =   1.00024348
 EL0719
 EL0719:                Primary Azimuth Mark                     Grid Az
 EL0719:SPC OK S     -  HAWKINS AZ MK                            258 17 13.0
 EL0719:UTM  14      -  HAWKINS AZ MK                            257 42 19.3
 EL0719
 EL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3601769720(NAD 83)
 EL0719
 EL0719|---------------------------------------------------------------------|
 EL0719| PID    Reference Object                     Distance      Geod. Az  |
 EL0719|                                                           dddmmss.s |
 EL0719| FJ1188 HOLDENVILLE WATER TANK              APPROX.15.7 KM 0060332.6 |
 EL0719| CY2081 HAWKINS RM 3                         62.996 METERS 09515     |
 EL0719| CY2079 HAWKINS RM 1                         33.550 METERS 17533     |
 EL0719| EL0717 ALLEN WATER TANK                    APPROX. 7.2 KM 1781756.5 |
 EL0719| CY2080 HAWKINS RM 2                         88.727 METERS 17925     |
 EL0719| EL0796 FRANCIS WATER TANK                  APPROX.17.4 KM 2471423.7 |
 EL0719| CY2078 HAWKINS AZ MK                                      2591110.5 |
 EL0719| FJ1190 HOLDENVILLE MUNICIPAL TANK          APPROX.16.0 KM 3545508.0 |
 EL0719|---------------------------------------------------------------------|
 EL0719
 EL0719                          SUPERSEDED SURVEY CONTROL
 EL0719
 EL0719  NAD 83(1986)-  34 56 33.12540(N)    096 24 56.37006(W) AD(       ) 1
 EL0719  NAD 27      -  34 56 32.81800(N)    096 24 55.32500(W) AD(       ) 1
 EL0719  USSD        -  34 56 32.75100(N)    096 24 55.65600(W) AD(       ) 3
 EL0719  NGVD 29             302.05   (m)          991.0    (f) LEVELING    3  
 EL0719
 EL0719.Superseded values are not recommended for survey control.
 EL0719
 EL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0719.See file dsdata.pdf to determine how the superseded data were derived.
 EL0719
 EL0719_MARKER: DS = TRIANGULATION STATION DISK
 EL0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0719_STAMPING: HAWKINS 1920
 EL0719_MARK LOGO: CGS
 EL0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0719+STABILITY: SURFACE MOTION
 EL0719
 EL0719  HISTORY     - Date     Condition        Report By
 EL0719  HISTORY     - 1920     MONUMENTED       CGS
 EL0719  HISTORY     - 1934     GOOD             CGS
 EL0719  HISTORY     - 1935     GOOD             CGS
 EL0719  HISTORY     - 1951     GOOD             CGS
 EL0719  HISTORY     - 1957     GOOD             CGS
 EL0719  HISTORY     - 1966     MARK NOT FOUND   USGS
 EL0719
 EL0719                          STATION DESCRIPTION
 EL0719
 EL0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0719'ABOUT 5 MILES NORTH FROM ALLEN, IN CULTIVATED FIELD NORTH OF
 EL0719'THE OAKDALE SCHOOLHOUSE, ON NORTH SIDE OF THE CANADIAN RIVER,
 EL0719'ON SOUTH SIDE CENTER OF SEC. 36, T. 6 N., R. 8 E.  STATION
 EL0719'MARKED BY STANDARD STATION DISK IN CONCRETE.  REFERENCE
 EL0719'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 EL0719'IS 33.550 METERS (110.07 FEET) FROM STATION, S 4 DEG 35 MIN E.
 EL0719'NO. 2 IS 88.74 METERS (291.1 FEET) FROM STATION
 EL0719'S 0 DEG 37 MIN E.  FOLLOWING BEARINGS ARE FROM STATION--
 EL0719'OAKDALE SCHOOLHOUSE CHIMNEY, 50 METERS (164 FEET) DISTANT,
 EL0719'S 13 DEG 20 MIN E., OLDENVILLE WATER TANK, N 6 DEG 03 MIN 38 SEC E.
 EL0719'ALLEN CITY WATER TANK, S 1 DEG 41 MIN 59 SEC E.
 EL0719
 EL0719                          STATION RECOVERY (1934)
 EL0719
 EL0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0719'STATION IS SITUATED ABOUT 5 MILES NORTH OF ALLEN, NORTH OF
 EL0719'THE CANADIAN RIVER, IN SEC. 36, T. 6 N., R. 8 E., ON LAND
 EL0719'OWNED BY RODGER SCOTT, AND ABOUT 14 YARDS NORTH OF NORTHWEST
 EL0719'CORNER OF TEACHERAGE AT OAKDALE SCHOOL, AND PROJECTS 2 INCHES
 EL0719'ABOVE SURFACE.  IT IS IN GOOD CONDITION.
 EL0719'
 EL0719'REFERENCE MARK NO. 1, DISTURBED, TILTED SLIGHTLY TO WEST.
 EL0719'
 EL0719'REFERENCE MARK NO. 2, RECOVERED ABOUT 3 FEET NORTH OF SOUTH
 EL0719'SCHOOLYARD FENCE, ABOUT 4 FEET NORTHWEST OF LARGE ROUND FENCE
 EL0719'POST, ON HIGHEST GROUND ALONG SOUTH FENCE AND ABOUT 10 INCHES
 EL0719'BELOW SURFACE AND IS IN GOOD CONDITION.
 EL0719'
 EL0719'OAKDALE SCHOOLHOUSE CHIMNEY GONE.  HOUSE REBUILT.
 EL0719
 EL0719                          STATION RECOVERY (1935)
 EL0719
 EL0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EL0719'STATION MARK RECOVERED IN GOOD CONDITION, IN SOUTH CENTER
 EL0719'OF SEC. 36, T. 6 N., R. 8 W., ABOUT 5 MILES NORTH OF ALLEN
 EL0719'ON NORTH SIDE OF CANADIAN RIVER, A STANDARD DISK STAMPED
 EL0719'HAWKINS 1917 SET IN CONCRETE,PROJECTING ABOUT 2
 EL0719'INCHES ABOVE GROUND, NORTH OF NORTH SIDE OF SMALL HOUSE IN
 EL0719'NORTHWEST CORNER OF SCHOOLYARD.  REFERENCE MARKS WERE RECOVERED,
 EL0719'AND THEY ARE NOT NUMBERED.  REFERENCE MARK REFERRED TO AS NO. 1
 EL0719'IN ORIGINAL DESCRIPTION HAS BEEN DISTURBED.  IT IS ABOUT 20
 EL0719'FEET SOUTH OF HOUSE IN SCHOOLYARD, IN GARDEN TRACT.
 EL0719'DIRECTION WAS OBSERVED, THOUGH IT WAS IMPOSSIBLE TO CHECK
 EL0719'MEASUREMENTS DUE TO HOUSE BEING ON LINE.  REFERENCE MARK
 EL0719'REFERRED TO AS NO. 2 WAS FOUND IN GOOD CONDITION, SET IN
 EL0719'CONCRETE.  DISTANCE OF 291.1 FEET, 88.74 METERS WAS CHECKED.
 EL0719'CHECKED.  MARK IS SET 3 FEET NORTH OF NORTH
 EL0719'RIGHT-OF-WAY FENCE OF ROAD, 3 FEET WEST OF SOUTHWEST FENCE
 EL0719'CORNER OF SCHOOLYARD, 60 FEET WEST OF GATE INTO
 EL0719'SCHOOLYARD.
 EL0719'
 EL0719'TWO NEW MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 3, STAMPED
 EL0719'HAWKINS NO 3 1935, WAS SET IN SOUTHEAST FENCE CORNER, 20 FEET
 EL0719'WEST OF CENTER LINE OF NORTH-SOUTH ROAD, IN NORTHEAST CORNER
 EL0719'OF SCHOOLYARD.
 EL0719'
 EL0719'AZIMUTH MARK, STAMPED HAWKINS 1935 IS SET IN EAST-WEST FENCE
 EL0719'AT A T-FENCE NORTH, 20 FEET NORTH OF CENTER LINE OF ROAD.
 EL0719'REACHED FROM GATE INTO OAKDALE SCHOOLYARD BY GOING WEST 0.3
 EL0719'MILE TO MARK ON NORTH SIDE OF ROAD.
 EL0719'
 EL0719'REACHED FROM WATER TANK IN SASAKWA BY GOING EAST ON GRAVELED
 EL0719'ROAD 0.75 MILE, AND TURN SOUTH AND GO 0.5 MILE, TURN LEFT, EAST,
 EL0719'ONTO DIRT ROAD AND GO 5.6 MILES TO OAKDALE SCHOOLHOUSE, TURN
 EL0719'LEFT, EAST, ONTO DIRT ROAD AND GO 5.6 MILES TO OAKDALE
 EL0719'SCHOOLHOUSE, TURN NORTH INTO SCHOOLYARD, AND GO 0.05 MILE TO SMALL
 EL0719'HOUSE IN NORTHWEST CORNER OF SCHOOLYARD AND STATION.
 EL0719
 EL0719                          STATION RECOVERY (1951)
 EL0719
 EL0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 EL0719'THE STATION WAS FOUND IN EXCELLENT CONDITION.  DESCRIPTION
 EL0719'ADEQUATE.
 EL0719
 EL0719                          STATION RECOVERY (1957)
 EL0719
 EL0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EL0719'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AND
 EL0719'FOUND IN GOOD CONDITION.  A THIRD REFERENCE MARK THAT HAD BEEN
 EL0719'RESET BY PARTIES UNKNOWN WAS RECOVERED BUT NOT TIED BY THIS PARTY
 EL0719'BECAUSE IT IS OBSTRUCTED BY THE HOUSE.  THE AZIMUTH MARK
 EL0719'WAS DESTROYED WHEN THE ROAD WAS IMPROVED.  THE ROADS HAVE BEEN
 EL0719'CHANGED, THE SCHOOL HAS BEEN MOVED AND THE FENCES HAVE BEEN
 EL0719'CHANGED.  THE OLD DESCRIPTION WAS INADEQUATE.
 EL0719'
 EL0719'TO REACH THE STATION FROM THE POST OFFICE IN SASAKWA GO EAST
 EL0719'AND NORTHEAST ON STATE HIGHWAY 56 FOR 0.9 MILE TO A CROSSROAD.
 EL0719'TURN RIGHT AND GO EAST FOR 0.3 MILE TO AN UNDERPASS, CONTINUE
 EL0719'EAST ON THE GRAVELED ROAD FOR 3.8 MILES TO A CROSSROAD.  TURN
 EL0719'RIGHT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD, TURN LEFT
 EL0719'AND GO EAST FOR 1.4 MILES TO A POINT WHERE THE ROAD TURNS TO THE
 EL0719'NORTH, TURN NORTH AND GO 30 YARDS TO A DRIVEWAY.  TURN LEFT
 EL0719'ONTO THE DRIVEWAY AND GO 50 YARDS TO THE HOUSE AND THE STATION
 EL0719'AS DESCRIBED.
 EL0719'
 EL0719'THE STATION MARK IS 64 FEET NORTH-NORTHWEST OF THE NORTHWEST
 EL0719'CORNER OF THE HOUSE, 50 FEET SOUTH OF A FENCE CORNER.  30
 EL0719'FEET NORTH-NORTHEAST OF THE CENTER OF A WIRE GATE AND 6 INCHES
 EL0719'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH WITH THE
 EL0719'GROUND AND IS STAMPED HAWKIN 1917.
 EL0719'
 EL0719'REFERENCE MARK NO. 3 IS 110 FEET NORTH OF THE CENTER OF A
 EL0719'DRIVEWAY, 75 FEET SOUTH OF A T FENCE CORNER, 30 FEET NORTH OF A
 EL0719'FENCE CORNER, 24 FEET WEST OF THE CENTER OF A GRADED ROAD
 EL0719'AND IS SET IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES
 EL0719'AND IS STAMPED HAWKIN NO 3 1917.
 EL0719'
 EL0719'ONE REFERENCE MARK (NOT NUMBERED) IS 57 FEET EAST OF THE SOUTHEAST
 EL0719'CORNER OF A CORRAL, 15 FEET SOUTHEAST OF A HIGHLINE POLE AND
 EL0719'3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 3 INCHES
 EL0719'AND IS STAMPED HAWKIN 1917.
 EL0719'
 EL0719'THE REFERENCE MARK THAT HAS BEEN RESET IS 30 FEET NORTHWEST
 EL0719'OF THE ENTRANCE TO THE STORM CELLAR, 18 FEET SOUTH-SOUTHWEST
 EL0719'OF THE SOUTHWEST CORNER OF THE HOUSE AND 16 FEET SOUTHWEST OF
 EL0719'THE WELL.  IT IS SET FLUSH AND IS STAMPED HAWKIN 1917.
 EL0719
 EL0719                          STATION RECOVERY (1966)
 EL0719
 EL0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EL0719'STATION DESTROYED.  THE TABLET IS GONE AND POST IS LYING ON THE
 EL0719'GROUND AND BROKEN IN TWO PIECES.
 EL0719'
 EL0719'AZIMUTH MARK STAMPED HAWKINS 1935 IS SET IN E-W FENCE AT A T-FENCE
 EL0719'N, 20 FT N OF THE CENTER LINE OF THE ROAD.  REACHED FROM GATE INTO
 EL0719'OAKDALE SCHOOL YARD BY GOING W 0.3 MILE TO MARK ON N SIDE OF ROAD.
 EL0719'
 EL0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES N OF
 EL0719'ALLEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1282 ***********************************************************************
 DM1282  DESIGNATION -  HAWORTH
 DM1282  PID         -  DM1282
 DM1282  STATE/COUNTY-  OK/MCCURTAIN
 DM1282  COUNTRY     -  US
 DM1282  USGS QUAD   -  HAWORTH (2019)
 DM1282
 DM1282                         *CURRENT SURVEY CONTROL
 DM1282  ______________________________________________________________________
 DM1282* NAD 83(1997) POSITION- 33 49 23.57844(N) 094 38 02.24954(W)   ADJUSTED
 DM1282* NAVD 88 ORTHO HEIGHT -   136.    (meters)      446.    (feet) SCALED
 DM1282  ______________________________________________________________________
 DM1282  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 DM1282  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DM1282  HORZ ORDER      -  SECOND
 DM1282
 DM1282.The horizontal coordinates were established by classical geodetic methods
 DM1282.and adjusted by the National Geodetic Survey in September 1999.
 DM1282
 DM1282.The orthometric height was scaled from a topographic map.
 DM1282
 DM1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1282.GEOID18 height accuracy estimate available here.
 DM1282
 DM1282.Click photographs - Photos may exist for this station.
 DM1282
 DM1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1282
 DM1282. The following values were computed from the NAD 83(1997) position.
 DM1282
 DM1282;                    North         East     Units Scale Factor Converg.
 DM1282;SPC OK S     -    59,535.522   911,563.330   MT  1.00002347   +1 54 38.2
 DM1282;SPC OK S     -   195,326.13  2,990,687.36   sFT  1.00002347   +1 54 38.2
 DM1282;UTM  15      - 3,743,755.194   348,787.778   MT  0.99988188   -0 54 34.9
 DM1282
 DM1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1282!SPC OK S     -   0.99998295  x   1.00002347  =   1.00000642
 DM1282!UTM  15      -   0.99998295  x   0.99988188  =   0.99986483
 DM1282
 DM1282:                Primary Azimuth Mark                     Grid Az
 DM1282:SPC OK S     -  HAWORTH AZ MK                            090 07 35.1
 DM1282:UTM  15      -  HAWORTH AZ MK                            092 56 48.2
 DM1282
 DM1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4878743755(NAD 83)
 DM1282
 DM1282|---------------------------------------------------------------------|
 DM1282| PID    Reference Object                     Distance      Geod. Az  |
 DM1282|                                                           dddmmss.s |
 DM1282| CX6427 HAWORTH AZ MK                                      0920213.3 |
 DM1282| CX6428 HAWORTH RM 1                         24.320 METERS 17900     |
 DM1282| CX6429 HAWORTH RM 2                         26.408 METERS 26854     |
 DM1282| DM1284 HAWORTH MUNICIPAL TANK              APPROX. 3.1 KM 3272944.5 |
 DM1282|---------------------------------------------------------------------|
 DM1282
 DM1282                          SUPERSEDED SURVEY CONTROL
 DM1282
 DM1282  NAD 83(1993)-  33 49 23.57863(N)    094 38 02.24853(W) AD(       ) 2
 DM1282  NAD 83(1986)-  33 49 23.58466(N)    094 38 02.24001(W) AD(       ) 2
 DM1282  NAD 27      -  33 49 23.17500(N)    094 38 01.47100(W) AD(       ) 2
 DM1282
 DM1282.Superseded values are not recommended for survey control.
 DM1282
 DM1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1282.See file dsdata.pdf to determine how the superseded data were derived.
 DM1282
 DM1282_MARKER: DS = TRIANGULATION STATION DISK
 DM1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1282_STAMPING: HAWORTH 1952
 DM1282_MARK LOGO: CGS
 DM1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1282+STABILITY: SURFACE MOTION
 DM1282
 DM1282  HISTORY     - Date     Condition        Report By
 DM1282  HISTORY     - 1952     MONUMENTED       CGS
 DM1282  HISTORY     - 1956     GOOD             CGS
 DM1282  HISTORY     - 19940311 MARK NOT FOUND   NGS
 DM1282
 DM1282                          STATION DESCRIPTION
 DM1282
 DM1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1282'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF HAWORTH ALONG
 DM1282'THE RIGHT OF WAY OF STATE ROUTE 21.  STATION IS 59 FEET NORTH OF
 DM1282'THE APPROXIMATE CENTERLINE OF HIGHWAY AND 5.5 FEET NORTHEAST OF
 DM1282'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DM1282'STAMPED HAWORTH 1952.
 DM1282'
 DM1282'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE APPROXIMATE
 DM1282'CENTERLINE OF ROAD AND IN FENCELINE.  THE MARK PROJECTS ABOUT
 DM1282'4 INCHES AND THE DISK IS STAMPED HAWORTH NO 1 1952.
 DM1282'
 DM1282'REFERENCE MARK NO. 2 IS 58 FEET NORTH OF THE APPROXIMATE
 DM1282'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 DM1282'DISK IS STAMPED HAWORTH NO 2 1952.
 DM1282'
 DM1282'AZIMUTH MARK IS 32 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 DM1282'ROAD, 23 FEET WEST OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 2
 DM1282'FEET WEST-SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 DM1282'INCHES AND THE DISK IS STAMPED HAWORTH 1952.  THE AZIMUTH MARK IS
 DM1282'NOT V.G. DUE TO TREES.
 DM1282'
 DM1282'TO REACH FROM THE MAIN INTERSECTION IN HAWORTH GO EAST ONE
 DM1282'BLOCK TO STATE ROUTE 21.  TURN RIGHT AND GO SOUTH AND EAST ON
 DM1282'STATE ROUTE 21 FOR 2.6 MILES TO STATION ON LEFT OR NORTH SIDE
 DM1282'OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.45 MILE TO AZIMUTH MARK
 DM1282'ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 DM1282'
 DM1282'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1282
 DM1282                          STATION RECOVERY (1956)
 DM1282
 DM1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1282'THE STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 DM1282'DESCRIBED.  R.M. NO. 1 LOCATION IS IN PRESENT HIGHWAY, PROBABLY
 DM1282'DESTROYED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1282
 DM1282                          STATION RECOVERY (1994)
 DM1282
 DM1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DM1282'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0828 ***********************************************************************
 GG0828  DESIGNATION -  HAWORTH
 GG0828  PID         -  GG0828
 GG0828  STATE/COUNTY-  OK/TULSA
 GG0828  COUNTRY     -  US
 GG0828  USGS QUAD   -  JENKS (2019)
 GG0828
 GG0828                         *CURRENT SURVEY CONTROL
 GG0828  ______________________________________________________________________
 GG0828* NAD 83(1993) POSITION- 36 03 38.49155(N) 095 54 30.42366(W)   ADJUSTED
 GG0828* NAVD 88 ORTHO HEIGHT -   270.56  (+/-2cm)      887.7   (feet) VERTCON3
 GG0828  ______________________________________________________________________
 GG0828  GEOID HEIGHT    -        -29.005 (meters)                     GEOID18
 GG0828  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 GG0828  HORZ ORDER      -  FIRST
 GG0828  VERT ORDER      -  THIRD ? (See Below)
 GG0828
 GG0828.The horizontal coordinates were established by classical geodetic methods
 GG0828.and adjusted by the National Geodetic Survey in November 1994.
 GG0828
 GG0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0828
 GG0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0828.GEOID18 height accuracy estimate available here.
 GG0828
 GG0828.The vertical order pertains to the NGVD 29 superseded value.
 GG0828
 GG0828.Click photographs - Photos may exist for this station.
 GG0828
 GG0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0828
 GG0828. The following values were computed from the NAD 83(1993) position.
 GG0828
 GG0828;                    North         East     Units Scale Factor Converg.
 GG0828;SPC OK N     -   119,716.159   788,412.631   MT  0.99994714   +1 14 03.6
 GG0828;SPC OK N     -   392,768.76  2,586,650.44   sFT  0.99994714   +1 14 03.6
 GG0828;UTM  15      - 3,994,595.939   238,034.394   MT  1.00044568   -1 42 46.8
 GG0828
 GG0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0828!SPC OK N     -   0.99996209  x   0.99994714  =   0.99990923
 GG0828!UTM  15      -   0.99996209  x   1.00044568  =   1.00040775
 GG0828
 GG0828:                Primary Azimuth Mark                     Grid Az
 GG0828:SPC OK N     -  CHESTER                                  149 33 22.1
 GG0828:UTM  15      -  CHESTER                                  152 30 12.5
 GG0828
 GG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3803494595(NAD 83)
 GG0828
 GG0828|---------------------------------------------------------------------|
 GG0828| PID    Reference Object                     Distance      Geod. Az  |
 GG0828|                                                           dddmmss.s |
 GG0828| GG0833 TULSA SPARTON AIRCRAFT CO TANK      APPROX.13.4 KM 0014608.9 |
 GG0828| CI1585 HAWORTH RM 1                         56.689 METERS 08159     |
 GG0828| GG0827 BROKEN ARROW MUNICIPAL TANK         APPROX.10.7 KM 0955020.0 |
 GG0828| GG0829 CHESTER                             APPROX. 4.8 KM 1504725.7 |
 GG0828| CI1584 HAWORTH AZ MK                                      1655643.3 |
 GG0828| CI1586 HAWORTH RM 2                         44.296 METERS 17815     |
 GG0828| GG0840 TULSA CATH CATH TALLEST SPIRE       APPROX.12.1 KM 3224357.8 |
 GG0828| GG0831 TULSA BOSTON AVE ME CHURCH          APPROX.11.5 KM 3232530.6 |
 GG0828| GG0841 TULSA NATL BANK BLDG UPPER TWR      APPROX.12.6 KM 3243000.7 |
 GG0828| GG0837 TULSA PHILTOWER CENTER OF TOP       APPROX.12.5 KM 3243644.3 |
 GG0828| GG0839 TULSA BAPTIST CHURCH SPIRE          APPROX. 9.9 KM 3371955.5 |
 GG0828| GG0836 TULSA FAIRGRNDS NW OIL DERRICK      APPROX. 8.4 KM 3455503.3 |
 GG0828|---------------------------------------------------------------------|
 GG0828
 GG0828                          SUPERSEDED SURVEY CONTROL
 GG0828
 GG0828  NAD 83(1986)-  36 03 38.51563(N)    095 54 30.40788(W) AD(       ) 1
 GG0828  NAD 27      -  36 03 38.15700(N)    095 54 29.44100(W) AD(       ) 1
 GG0828  NGVD 29             270.35   (m)          887.0    (f) LEVELING    3  
 GG0828
 GG0828.Superseded values are not recommended for survey control.
 GG0828
 GG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0828.See file dsdata.pdf to determine how the superseded data were derived.
 GG0828
 GG0828_MARKER: DS = TRIANGULATION STATION DISK
 GG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0828_STAMPING: HAWORTH 1934
 GG0828_MARK LOGO: CGS
 GG0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0828+STABILITY: SURFACE MOTION
 GG0828
 GG0828  HISTORY     - Date     Condition        Report By
 GG0828  HISTORY     - 1934     MONUMENTED       CGS
 GG0828  HISTORY     - 1954     GOOD             USGS
 GG0828  HISTORY     - 1970     GOOD             USGS
 GG0828  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GG0828  HISTORY     - 20100402 MARK NOT FOUND   AIRDAT
 GG0828
 GG0828                          STATION DESCRIPTION
 GG0828
 GG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0828'STATION IS LOCATED ABOUT 6-1/2 MILES W AND 1/2 MILE N OF
 GG0828'BROKEN ARROW, 5 MILES E AND 6 MILES S OF TULSA IN THE N
 GG0828'EDGE OF THE NE 1/4 OF SEC. 10, T 18 N, R 13 E, ON A PROMINENT
 GG0828'LONG FLAT RIDGE THAT IS PARTIALLY COVERED WITH TIMBER ON
 GG0828'LAND OWNED BY MR. MITCHELL, AN OIL MAN IN TULSA, AND RENTED
 GG0828'BY D. HAWORTH, WHO LIVES 1/2 MILE W OF STATION.
 GG0828'
 GG0828'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0828'BRONZE DISKS SET IN CONCRETE.
 GG0828'
 GG0828'SURFACE MARK PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND
 GG0828'THE DISK IS STAMPED HAWORTH 1934.
 GG0828'
 GG0828'REFERENCE MARK NO. 1 IS ENE OF STATION, 15 FEET S OF CENTER
 GG0828'LINE OF ROAD, 1 FOOT S OF FENCE LINE.  MARK PROJECTS ABOUT
 GG0828'7 INCHES ABOVE THE GROUND AND DISK IS STAMPED HAWORTH
 GG0828'NO. 1, 1934.
 GG0828'
 GG0828'REFERENCE MARK NO. 2 IS S OF STATION.  MARK PROJECTS ABOUT
 GG0828'8 INCHES ABOVE THE GROUND, DISK STAMPED HAWORTH NO. 2, 1934.
 GG0828'
 GG0828'AZIMUTH MARK IS APPROXIMATELY 1 MILE SSE OF STATION AT
 GG0828'CROSSROADS, 37 FEET E OF N-S ROAD, AND 60 FEET N OF E-W ROAD.
 GG0828'MARK IS IN THE TOP OF A 13- BY 13-INCH CONCRETE POST PROJECTING
 GG0828'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND AND STAMPED
 GG0828'HAWORTH AZI. 1934.
 GG0828'
 GG0828'TO REACH STATION FROM THE DOWN TOWN SECTION OF TULSA, FOLLOW
 GG0828'U.S. HIGHWAY 64 E AND S ABOUT 9.2 MILES TO THE TULSA COMMERCIAL
 GG0828'AIRPORT, LEAVE U.S. HIGHWAY 64 AT CROSSROADS AT W EDGE OF
 GG0828'AIRPORT, TURN RIGHT AND GO S 2.0 MILES TO CROSSROADS, THEN
 GG0828'TURN RIGHT AND GO W 0.2 MILE TO TOP OF HILL AND STATION.
 GG0828'MARK IS SET ABOUT 45 FEET S OF CENTER LINE OF ROAD LEADING
 GG0828'TO STATION, 30 FEET S OF E-W FENCE LINE AND 150 FEET E OF
 GG0828'N-S FENCE LINE.
 GG0828'
 GG0828'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GG0828
 GG0828                          STATION RECOVERY (1954)
 GG0828
 GG0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GG0828'STATION FOUND IN GOOD CONDITION.
 GG0828
 GG0828                          STATION RECOVERY (1970)
 GG0828
 GG0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RRB)
 GG0828'RECOVERED IN GOOD CONDITION.
 GG0828
 GG0828                          STATION RECOVERY (1977)
 GG0828
 GG0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GG0828'THE STATION SURFACE MARK AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN
 GG0828'DESTROYED.  THE STATION SUB SURFACE MARK, REFERENCE MARKS NO. 1 AND
 GG0828'2, WERE FOUND IN GOOD CONDITION.
 GG0828'
 GG0828'THE STATION SURFACE MARK WAS ESTABLISHED AT THIS TIME.
 GG0828'
 GG0828'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 GG0828'
 GG0828'REFERENCE MARK NO. 1 MAY HAVE BEEN RESET, AS THE ARROW, WHICH SHOULD
 GG0828'BE POINTED TO THE STATION MARK, IS OFF ABOUT 90 DEGREES, AND THE
 GG0828'CORNER OF THE MARK HAS BEEN CHIPPED OFF.  BUT THE MARK APPEARS TO
 GG0828'BE IN GOOD CONDITION, BUT A SMALL DIFFERENCE WAS FOUND IN THE
 GG0828'DISTANCE AND DIRECTION TO THE MARK.
 GG0828'
 GG0828'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GG0828'
 GG0828'THE STATION IS LOCATED ABOUT 7 MILES WEST OF BROKEN ARROW, 8 MILES
 GG0828'SOUTH-SOUTHEAST OF TULSA AND ABOUT 60 FEET SOUTH OF THE CENTER OF
 GG0828'21TH STREET.
 GG0828'
 GG0828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GG0828'HIGHWAY 51, WHICH IS LOCATED ON THE SOUTHEAST EDGE OF TULSA.  GO
 GG0828'SOUTHERLY ON U.S. HIGHWAY 64 FOR 3.25 MILES TO THE TRACFFIC LIGHT
 GG0828'AT THE INTERSECTION OF 21TH STREET.  (NOTE--K-MART STORE ON THE
 GG0828'RIGHT AND SEARS AND DILLARDS ON THE LEFT) TURN RIGHT AND GO WEST ON
 GG0828'21TH STREET FOR 1.2 MILES TO TOP OF A LOW RIDGE AND STATION ON THE
 GG0828'LEFT.
 GG0828'
 GG0828'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GG0828'POST, THAT IS FLUSH WITH THE GOUND AND IS STAMPED HAWORTH 1934 1977.
 GG0828'IT IS 58 FEET SOUTH OF THE CENTER OF ROAD, 42 FEET WEST OF A FIRE
 GG0828'HYDRANT, 51 FEET WEST OF THE CENTER OF A MANHOLE COVER, 22 FEET
 GG0828'SOUTH OF THE FENCE LINE AND 22.6 FEET SOUTH-SOUTHEAST OF A METAL
 GG0828'WITNESS POST.
 GG0828'
 GG0828'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GG0828'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED HAWORTH
 GG0828'NO 1 1934.  IT IS 32 FEET SOUTH OF THE CENTER OF ROAD AND 4 FEET
 GG0828'NORTH OF THE FENCE LINE.
 GG0828'
 GG0828'REFERENCE MARK NO. 2 IS 167 FEET SOUTH OF THE FENCE LINE, 149 FEET
 GG0828'SOUTH-SOUTHWEST OF THE FIRE HYDRANT AND 77 FEET NORTH OF THE EDGES
 GG0828'OF WOODED AREA.
 GG0828
 GG0828                          STATION RECOVERY (2010)
 GG0828
 GG0828'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1284 ***********************************************************************
 DM1284  DESIGNATION -  HAWORTH MUNICIPAL TANK
 DM1284  PID         -  DM1284
 DM1284  STATE/COUNTY-  OK/MCCURTAIN
 DM1284  COUNTRY     -  US
 DM1284  USGS QUAD   -  HAWORTH (2019)
 DM1284
 DM1284                         *CURRENT SURVEY CONTROL
 DM1284  ______________________________________________________________________
 DM1284* NAD 83(1997) POSITION- 33 50 47.69117(N) 094 39 06.48454(W)   ADJUSTED
 DM1284  ______________________________________________________________________
 DM1284  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 DM1284  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 DM1284  HORZ ORDER      -  THIRD
 DM1284
 DM1284.The horizontal coordinates were established by classical geodetic methods
 DM1284.and adjusted by the National Geodetic Survey in September 1999.
 DM1284
 DM1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1284.GEOID18 height accuracy estimate available here.
 DM1284
 DM1284.Click photographs - Photos may exist for this station.
 DM1284
 DM1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1284
 DM1284. The following values were computed from the NAD 83(1997) position.
 DM1284
 DM1284;                    North         East     Units Scale Factor Converg.
 DM1284;SPC OK S     -    62,070.815   909,826.422   MT  1.00001819   +1 54 01.8
 DM1284;SPC OK S     -   203,644.00  2,984,988.85   sFT  1.00001819   +1 54 01.8
 DM1284;UTM  15      - 3,746,372.528   347,177.947   MT  0.99988791   -0 55 12.7
 DM1284
 DM1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4717746372(NAD 83)
 DM1284
 DM1284                          SUPERSEDED SURVEY CONTROL
 DM1284
 DM1284  NAD 83(1993)-  33 50 47.69214(N)    094 39 06.48412(W) AD(       ) 3
 DM1284  NAD 83(1986)-  33 50 47.69628(N)    094 39 06.47442(W) AD(       ) 3
 DM1284  NAD 27      -  33 50 47.29000(N)    094 39 05.70200(W) AD(       ) 3
 DM1284
 DM1284.Superseded values are not recommended for survey control.
 DM1284
 DM1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1284.See file dsdata.pdf to determine how the superseded data were derived.
 DM1284
 DM1284_MARKER: 53 = ELEVATED TANK
 DM1284
 DM1284  HISTORY     - Date     Condition        Report By
 DM1284  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1284
 DM1284                          STATION DESCRIPTION
 DM1284
 DM1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1284'THIS STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE RAILROAD
 DM1284'CROSSING IN THE TOWN OF HAWORTH.  IT IS A 4-LEGGED STRUCTURE,
 DM1284'ABOUT 100 FEET HIGH IS BLACK IN COLOR.
 DM1284'
 DM1284'THE POINT INTERSECTED WAS THE TOP OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0598 ***********************************************************************
 FK0598  DESIGNATION -  HAYSTACK
 FK0598  PID         -  FK0598
 FK0598  STATE/COUNTY-  OK/GREER
 FK0598  COUNTRY     -  US
 FK0598  USGS QUAD   -  PLAINVIEW (2018)
 FK0598
 FK0598                         *CURRENT SURVEY CONTROL
 FK0598  ______________________________________________________________________
 FK0598* NAD 83(1993) POSITION- 35 04 52.87264(N) 099 37 34.32477(W)   ADJUSTED
 FK0598* NAVD 88 ORTHO HEIGHT -   598.4   (meters)     1963.    (feet) VERTCON3
 FK0598  ______________________________________________________________________
 FK0598  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 FK0598  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 FK0598  HORZ ORDER      -  FIRST
 FK0598
 FK0598.The horizontal coordinates were established by classical geodetic methods
 FK0598.and adjusted by the National Geodetic Survey in November 1994.
 FK0598
 FK0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0598
 FK0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0598.GEOID18 height accuracy estimate available here.
 FK0598
 FK0598.Click photographs - Photos may exist for this station.
 FK0598
 FK0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0598
 FK0598. The following values were computed from the NAD 83(1993) position.
 FK0598
 FK0598;                    North         East     Units Scale Factor Converg.
 FK0598;SPC OK S     -   195,094.958   451,704.484   MT  0.99997349   -0 55 23.0
 FK0598;SPC OK S     -   640,074.04  1,481,967.13   sFT  0.99997349   -0 55 23.0
 FK0598;UTM  14      - 3,882,244.216   442,914.317   MT  0.99964016   -0 21 35.7
 FK0598
 FK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0598!SPC OK S     -   0.99991021  x   0.99997349  =   0.99988371
 FK0598!UTM  14      -   0.99991021  x   0.99964016  =   0.99955041
 FK0598
 FK0598:                Primary Azimuth Mark                     Grid Az
 FK0598:SPC OK S     -  HAYSTACK AZ MK                           177 12 56.4
 FK0598:UTM  14      -  HAYSTACK AZ MK                           176 39 09.1
 FK0598
 FK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4291482244(NAD 83)
 FK0598
 FK0598|---------------------------------------------------------------------|
 FK0598| PID    Reference Object                     Distance      Geod. Az  |
 FK0598|                                                           dddmmss.s |
 FK0598| FK0595 WILLOW MUNICIPAL TANK               APPROX.10.7 KM 1075927.3 |
 FK0598| FK0596 BRINKMAN MUNICIPAL TANK             APPROX.12.6 KM 1282004.0 |
 FK0598| EM1010 MANGUM MUNICIPAL TANK               APPROX.25.6 KM 1535655.2 |
 FK0598| CK9833 HAYSTACK AZ MK                                     1761733.4 |
 FK0598| CK9835 HAYSTACK RM 2                        16.061 METERS 27538     |
 FK0598| FL1948 SHAMROCK WATER TANK                 APPROX.58.7 KM 2844353.2 |
 FK0598| CK9834 HAYSTACK RM                          25.587 METERS 35217     |
 FK0598|---------------------------------------------------------------------|
 FK0598
 FK0598                          SUPERSEDED SURVEY CONTROL
 FK0598
 FK0598  NAD 83(1986)-  35 04 52.87743(N)    099 37 34.31984(W) AD(       ) 1
 FK0598  NAD 27      -  35 04 52.68600(N)    099 37 32.98500(W) AD(       ) 1
 FK0598  USSD        -  35 04 52.62900(N)    099 37 33.35600(W) AD(       ) 3
 FK0598  NGVD 29 (07/19/86)  598.2    (m)         1963.     (f) VERT ANG       
 FK0598
 FK0598.Superseded values are not recommended for survey control.
 FK0598
 FK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0598.See file dsdata.pdf to determine how the superseded data were derived.
 FK0598
 FK0598_MARKER: DS = TRIANGULATION STATION DISK
 FK0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0598_STAMPING: HAYSTACK 1921 1948
 FK0598_MARK LOGO: CGS
 FK0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0598+STABILITY: SURFACE MOTION
 FK0598
 FK0598  HISTORY     - Date     Condition        Report By
 FK0598  HISTORY     - 1921     MONUMENTED       CGS
 FK0598  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FK0598  HISTORY     - 1948     GOOD             CGS
 FK0598  HISTORY     - 1961     GOOD             CGS
 FK0598  HISTORY     - 1961     GOOD             CGS
 FK0598  HISTORY     - 1963     GOOD             CGS
 FK0598  HISTORY     - 1965     GOOD             OKDH
 FK0598  HISTORY     - 1987     GOOD             SSC
 FK0598
 FK0598                          STATION DESCRIPTION
 FK0598
 FK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0598'ABOUT 6 MILES W AND 2 MILES N OF WILLOW, TOWN ON THE
 FK0598'MISSOURI-KANSAS-TEXAS RAILROAD, IN NW1/4 SEC. 15, T. 7 N.,
 FK0598'R. 23 W., ON HIGHEST HILL ON E END OF HIGH RIDGE TO S OF
 FK0598'HAYSTACK CREEK, ABOUT 1 MILE W OF SMALL FLAT-TOPPED BUTTE,
 FK0598'WELL KNOWN AS HAYSTACK MOUNTAIN, AND ABOUT 1 MILE NE OF MR.
 FK0598'J.F. CHRISTAINS RANCH HOUSE.
 FK0598'
 FK0598'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 FK0598'CONCRETE.
 FK0598'
 FK0598'REFERENCE MARK IS A BRONZE REFERENCE DISK IN OUTCROPPING
 FK0598'BEDROCK, 25.54 METERS (83.8 FEET) FROM STATION,
 FK0598'N 7 DEG 45 MIN W.
 FK0598
 FK0598                          STATION RECOVERY (1934)
 FK0598
 FK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0598'ORIGINAL DESCRIPTION GOOD.  STATION DISK REMOVED, CLEARLY
 FK0598'DEFINED IMPRESSION OF BOTTOM OF SHANK, PART OF CEMENT IN
 FK0598'DRILL HOLE, A PART OF ONE SIDE OF DRILL HOLE REMAINS, CEMENT
 FK0598'BASE OTHERWISE NOT DISTURBED.
 FK0598'
 FK0598'REFERENCE MARK GOOD.
 FK0598
 FK0598                          STATION RECOVERY (1948)
 FK0598
 FK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 FK0598'THE STATION AND REFERENCE MARK
 FK0598'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 FK0598'AND REFERENCE MARK NO 2, WAS ESTABLISHED.
 FK0598'FOLLOWING IS A COMPLETE DESCRIPTION.
 FK0598'
 FK0598'THE STATION IS LOCATED ABOUT 6.0 MILES WEST AND 2.0 MILES
 FK0598'NORTH OF WILLOW, ON THE HIGHEST HILL ON EAST END OF HIGH
 FK0598'RIDGE TO SOUTHWARD OF HAYSTACK CREEK, ABOUT 1.0 MILE WEST
 FK0598'OF SMALL FLAT TOPPED BUTTE KNOWN LOCALLY AS HAYSTACK MOUNTAIN
 FK0598'AND ON LAND OWNED BY A.L. WITT.  IT IS ABOUT 1.5 MILES NORTH
 FK0598'OF THE WITT RANCH AND FARM HOUSE, 125 FEET NORTH OF EAST-WEST
 FK0598'FENCE LINE, 84 FEET SOUTH OF NORTH SLOPE OF RIDGE AND 53
 FK0598'FEET EAST OF WEST SLOPE OF RIDGE.  IT IS STAMPED HAYSTACK
 FK0598'1921, 1948 AND PROJECTS 4 INCHES.
 FK0598'
 FK0598'REFERENCE MARK IS NORTH OF THE STATION, SET IN THE BEDROCK
 FK0598'OUTCROPPING ON THE NORTH SLOPE OF THE RIDGE.  IT IS STAMPED
 FK0598'HAYSTACK 1921 AND SET FLUSH WITH THE ROCK SURFACE.
 FK0598'
 FK0598'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET
 FK0598'IN THE BEDROCK OUTCROPPING ON WEST SLOPE OF THE RIDGE.  IT
 FK0598'IS STAMPED HAYSTACK NO 2 1921, 1948 AND SET FLUSH WITH THE
 FK0598'ROCK SURFACE.
 FK0598'
 FK0598'THE AZIMUTH MARK IS ABOUT 1.5 MILES SOUTH OF THE STATION,
 FK0598'0.3 MILE SOUTH OF THE WITT HOME, 20 FEET EAST OF THE CENTER
 FK0598'OF NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE CENTER OF EAST-WEST
 FK0598'ROAD, 3 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF FENCE
 FK0598'LINE.  IT IS STAMPED HAYSTACK 1921, 1948 AND PROJECTS 2
 FK0598'INCHES.
 FK0598'
 FK0598'TO REACH THE STATION FROM THE RAILROAD STATION IN WILLOW,
 FK0598'GO WEST ON MAIN STREET FOR 0.5 MILE TO T-INTERSECTION, TURN
 FK0598'RIGHT AND GO NORTH FOR 0.5 MILE TO CROSSROADS, TURN LEFT
 FK0598'AND GO WEST FOR 6.1 MILES TO CROSSROADS AT MAIL BOX OF A.L. WITT
 FK0598'ON THE RIGHT AND AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED,
 FK0598'TURN RIGHT ON DRIVEWAY AND GO NORTH FOR 0.3 MILE TO THE
 FK0598'WITT HOME ON THE RIGHT, BEAR LEFT THROUGH GATE ABOUT 120
 FK0598'FEET NORTHWEST OF HOUSE AND FOLLOW TRACK ROAD NORTHERLY
 FK0598'FOR 0.15 MILE TO SECOND GATE ABOUT 100 YARDS EAST OF WINDMILL
 FK0598'PASS THROUGH GATE AND CONTINUE ON MAIN TRACK ROAD FOR 0.75
 FK0598'MILE TO THREE-WAY FORK, TAKE EXTREME LEFT FORK AND CONTINUE
 FK0598'NORTH FOR 0.6 MILE TO TOP OF DIVIDE, TURN SHARP LEFT
 FK0598'AROUND SOUTH SIDE OF HILL AND FOLLOW TRACK ROAD AROUND TO
 FK0598'WEST SIDE AND WIRE GATE, PASS THROUGH GATE AND PICK WAY
 FK0598'NORTHEASTERLY UP HILL TO HIGHEST POINT AND STATION AS
 FK0598'DESCRIBED.
 FK0598'
 FK0598'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 FK0598'
 FK0598'A 4 FOOT SIGNAL AT STATION WALSH 1921, 1948 IS VISIBLE AT
 FK0598'4 FEET.
 FK0598'
 FK0598'A 4 FOOT SIGNAL AT STATION PONDER IS VISIBLE AT 4 FEET.
 FK0598'
 FK0598'A 4 FOOT SIGNAL AT STATION BLOOMINGTON IS VISIBLE AT 4 FEET.
 FK0598'
 FK0598'A 74 FOOT SIGNAL AT STATION REED IS VISIBLE AT 4 FEET.
 FK0598'
 FK0598'A 4 FOOT SIGNAL AT STATION SELF 1921, 1948 IS VISIBLE AT
 FK0598'4 FEET.
 FK0598
 FK0598                          STATION RECOVERY (1961)
 FK0598
 FK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSM)
 FK0598'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 FK0598'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 FK0598'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FK0598'
 FK0598'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WILLOW,
 FK0598'1.0 MILE WEST OF A SMALL FLAT TOPPED BUTTE KNOWN LOCALLY AS
 FK0598'HAYSTACK MOUNTAIN, AND IS ON THE HIGHEST HILL ON THE EAST END OF
 FK0598'A HIGH RIDGE TO THE SOUTH OF HAYSTACK CREEK.
 FK0598'
 FK0598'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILLOW, GO
 FK0598'WEST ON MAIN STREET FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT
 FK0598'AND GO NORTH ON A BLACK TOP ROAD FOR 0.5 MILE TO CROSSROADS.
 FK0598'TURN LEFT AND GO WEST ON A BLACK TOP ROAD FOR 6.1 MILES
 FK0598'TO CROSSROADS.  TURN RIGHT AND GO NORTH ON A GRAVEL DRIVEWAY
 FK0598'FOR 0.3 MILE TO A WIRE GATE.  CONTINUE NORTH ON A TRACK
 FK0598'ROAD FOR 0.15 MILE TO A WIRE GATE.  CONTINUE NORTH ON A
 FK0598'TRACK ROAD FOR 0.75 MILE TO A ROAD FORK JUST SOUTH OF A
 FK0598'CORRAL.  TAKE THE LEFT FORK AND GO NORTHWEST ON A TRACK
 FK0598'ROAD FOR 0.65 MILE TO THE TOP OF A RIDGE.  TURN SHARP RIGHT
 FK0598'AND GO NORTH ALONG THE TOP OF THE RIDGE FOR 0.1 MILE TO
 FK0598'THE STATION SITE.
 FK0598'
 FK0598'STATION MARK, A STANDARD DISK STAMPED HAYSTACK 1921 1948,
 FK0598'IS SET IN CONCRETE AT THE CENTER OF A 10 BY 10 INCH CONCRETE
 FK0598'POST WHICH PROJECTS 4 INCHES.  IT IS 125 FEET NORTH OF AN
 FK0598'EAST-WEST FENCE LINE, 84 FEET SOUTH OF THE NORTH SLOPE OF
 FK0598'RIDGE, AND 53 FEET EAST OF THE WEST SLOPE OF RIDGE.
 FK0598'
 FK0598'REFERENCE MARK, A STANDARD DISK STAMPED HAYSTACK 1921, IS
 FK0598'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 218 FEET
 FK0598'NORTH OF AN EAST-WEST FENCE LINE.
 FK0598'
 FK0598'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAYSTACK NO.
 FK0598'2 1921 1948, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FK0598'IT IS 137 FEET NORTH OF AN EAST-WEST FENCE LINE.
 FK0598
 FK0598                          STATION RECOVERY (1961)
 FK0598
 FK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NET)
 FK0598'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FK0598'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FK0598'AZIMUTH MARK WAS FOUND UNEARTHED AND WAS DESTROYED BY
 FK0598'THIS UNIT.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE
 FK0598'IN THE HORIZONTAL MEASUREMENTS TO THE REFERENCE MARKS WAS
 FK0598'FOUND.  A DIFFERENCE IN THE HORIZONTAL ANGLE TO R.M. 2 WAS
 FK0598'FOUND.  WITNESS POST WERE ESTABLISHED AT THE STATION AND
 FK0598'AT THE AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FK0598'
 FK0598'THE STATION IS 6 MILES WEST AND 2 MILES NORTH OF WILLOW
 FK0598'ON A FLAT TOPPED BUTTE.
 FK0598'
 FK0598'TO REACH THE STATION FROM THE POST OFFICE IN WILLOW GO WEST
 FK0598'ON THE MAIN STREET FOR 0.35 MILE TO A T ROAD INTERSECTION,
 FK0598'TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A CROSSROAD, TURN
 FK0598'LEFT AND GO WEST ON THE MACADAM ROAD FOR 6.1 MILES TO THE
 FK0598'AZIMUTH MARK ON LEFT, FRED STOVERS MAIL BOX ON THE LEFT
 FK0598'AND A DRIVE WAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 FK0598'THE DRIVE WAY FOR 0.3 MILE TO THE HOUSE OCCUPIED BY MR.
 FK0598'STOVER, PASS TO THE LEFT OF THE HOUSE AND GO THRU THE GATE
 FK0598'THAT IS ABOUT 120 FEET NORTHWEST OF THE HOUSE.  GO NORTH
 FK0598'ON THE TRACK ROAD FOR 0.15 MILE TO ANOTHER GATE, PASS THRU
 FK0598'THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.05 MILE TO
 FK0598'A WINDMILL ON THE LEFT, CONTINUE NORTHERLY ON THE TRACK
 FK0598'ROAD FOR 0.6 MILE TO A FORK, JUST BEFORE REACHING CORRALS
 FK0598'ON THE RIDGE.  TAKE LEFT FORK AND GO NORTHWEST AND NORTH
 FK0598'ON THE TRACK ROAD FOR 0.55 MILE TO A POINT WHERE THE
 FK0598'TRACK ROAD TURNS SOUTHWEST AROUND THE BASE OF THE KNOLL,
 FK0598'LEAVE THE TRACK ROAD AND PICK YOUR WAY NORTHWEST ABOUT
 FK0598'0.05 TO THE FENCE AND THE END OF TRUCK TRAVEL.  FROM
 FK0598'HERE PACK NORTH 130 FEET TO THE STATION.
 FK0598'
 FK0598'THE STATION MARK, STAMPED HAYSTACK 1921 1948, IS A STANDARD
 FK0598'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FK0598'THAT PROJECTS 3 INCHES.  IT IS 84 FEET SOUTH OF THE NORTH
 FK0598'SLOPE OF THE RIDGE AND 53 FEET EAST OF THE WEST SLOPE OF
 FK0598'THE RIDGE AND 6.9 FEET NORTHWEST OF THE WITNESS POST.
 FK0598'
 FK0598'REFERENCE MARK NO. 1, STAMPED HAYSTACK 1921, IS A STANDARD
 FK0598'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 FK0598'IS 90 FEET NORTH OF THE STATION, 1 FOOT WEST OF A CAIRN
 FK0598'AND 2 FEET BELOW STATION ELEVATION.
 FK0598'
 FK0598'REFERENCE MARK NO. 2, STAMPED HAYSTACK NO 2 1921 1948, IS
 FK0598'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FK0598'BEDROCK.  IT IS 58 FEET WEST OF THE WITNESS POST AND 1 FOOT
 FK0598'NORTH OF A CAIRN.
 FK0598'
 FK0598'THE AZIMUTH MARK, STAMPED HAYSTACK 1921 RESET 1961, IS A
 FK0598'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE MONUMENT
 FK0598'THAT PROJECTS 5 INCHES.  IT IS 42 FEET SOUTHEAST OF A T
 FK0598'ROAD INTERSECTION, 32 FEET SOUTH OF THE CENTER OF THE MACADAM
 FK0598'ROAD, 28 FEET EAST OF THE CENTER OF A GATE, 20 FEET NORTHEAST
 FK0598'OF A POWER LINE BRACE POLE AND 0.5 FOOT NORTH OF THE WITNESS
 FK0598'POST AND AN EAST-WEST FENCE LINE.
 FK0598
 FK0598                          STATION RECOVERY (1963)
 FK0598
 FK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0598'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 FK0598'IN 1961 AND FOUND IN GOOD CONDITION.  THE 1961 DESCRIPTION
 FK0598'TO REACH IS ADEQUATE.
 FK0598
 FK0598                          STATION RECOVERY (1965)
 FK0598
 FK0598'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1965
 FK0598'STATION FOUND IN GOOD CONDITION.
 FK0598
 FK0598                          STATION RECOVERY (1987)
 FK0598
 FK0598'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1987 (PJM)
 FK0598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0803 ***********************************************************************
 GG0803  DESIGNATION -  HEAD
 GG0803  PID         -  GG0803
 GG0803  STATE/COUNTY-  OK/MAYES
 GG0803  COUNTRY     -  US
 GG0803  USGS QUAD   -  BUSHYHEAD (2019)
 GG0803
 GG0803                         *CURRENT SURVEY CONTROL
 GG0803  ______________________________________________________________________
 GG0803* NAD 83(1993) POSITION- 36 24 48.21082(N) 095 23 58.27012(W)   ADJUSTED
 GG0803* NAVD 88 ORTHO HEIGHT -   254.0   (meters)      833.    (feet) VERTCON3
 GG0803  ______________________________________________________________________
 GG0803  GEOID HEIGHT    -        -29.212 (meters)                     GEOID18
 GG0803  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 GG0803  HORZ ORDER      -  SECOND
 GG0803
 GG0803.The horizontal coordinates were established by classical geodetic methods
 GG0803.and adjusted by the National Geodetic Survey in November 1994.
 GG0803
 GG0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0803
 GG0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0803.GEOID18 height accuracy estimate available here.
 GG0803
 GG0803.Click photographs - Photos may exist for this station.
 GG0803
 GG0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0803
 GG0803. The following values were computed from the NAD 83(1993) position.
 GG0803
 GG0803;                    North         East     Units Scale Factor Converg.
 GG0803;SPC OK N     -   159,944.642   833,200.630   MT  0.99995459   +1 32 04.8
 GG0803;SPC OK N     -   524,751.71  2,733,592.40   sFT  0.99995459   +1 32 04.8
 GG0803;UTM  15      - 4,032,476.427   284,852.594   MT  1.00017034   -1 25 29.7
 GG0803
 GG0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0803!SPC OK N     -   0.99996472  x   0.99995459  =   0.99991931
 GG0803!UTM  15      -   0.99996472  x   1.00017034  =   1.00013505
 GG0803
 GG0803:                Primary Azimuth Mark                     Grid Az
 GG0803:SPC OK N     -  RADIO MAST                               185 43 34.4
 GG0803:UTM  15      -  RADIO MAST                               188 41 08.9
 GG0803
 GG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8485232476(NAD 83)
 GG0803
 GG0803|---------------------------------------------------------------------|
 GG0803| PID    Reference Object                     Distance      Geod. Az  |
 GG0803|                                                           dddmmss.s |
 GG0803| CI1588 HEAD RM 2                            25.914 METERS 10904     |
 GG0803| CI2113 RADIO MAST                                         1871539.2 |
 GG0803| CI1587 HEAD RM 1                            20.762 METERS 35227     |
 GG0803|---------------------------------------------------------------------|
 GG0803
 GG0803                          SUPERSEDED SURVEY CONTROL
 GG0803
 GG0803  NAD 83(1986)-  36 24 48.23412(N)    095 23 58.25412(W) AD(       ) 2
 GG0803  NAD 27      -  36 24 47.89926(N)    095 23 57.34940(W) AD(       ) 2
 GG0803  NGVD 29 (07/19/86)  253.9    (m)          833.     (f) VERT ANG       
 GG0803
 GG0803.Superseded values are not recommended for survey control.
 GG0803
 GG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0803.See file dsdata.pdf to determine how the superseded data were derived.
 GG0803
 GG0803_MARKER: DD = SURVEY DISK
 GG0803_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0803+WITH SETTING: INFORMATION.
 GG0803_STAMPING: ET HEAD 1968
 GG0803_MARK LOGO: USGS
 GG0803_PROJECTION: FLUSH
 GG0803_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0803
 GG0803  HISTORY     - Date     Condition        Report By
 GG0803  HISTORY     - 1968     MONUMENTED       USGS
 GG0803  HISTORY     - 19971024 GOOD             OKDOT
 GG0803
 GG0803                          STATION DESCRIPTION
 GG0803
 GG0803'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0803'THE STATION IS LOCATED APPROX. 1.5 MI S. AND 7.0 MI E. OF THE
 GG0803'TOWN OF FOYIL, 2.0 MI S. AND 7.0 MI W. OF ADAIR, T. 22 N.,
 GG0803'R. 18 E., NEAR THE QUARTER CORNER BETWEEN SECS. 4 AND 5.
 GG0803'
 GG0803'TO REACH THE STATION FROM THE JUNCTION OF HWY. 66 AND WILL
 GG0803'ROGERS AVE. AT CLAREMORE, GO N. ALONG HWY. 66 FOR 10.2 MI TO
 GG0803'JUNCTION OF HWY. 66 AND 28A AT FOYIL, TURN RIGHT (E.) AND GO
 GG0803'6.7 MI ALONG HWY. 28A TO A CROSSROADS, TURN RIGHT (S.) AND GO
 GG0803'1.7 MI ALONG ASPHALT RD. TO STATION INSIDE A N.-S. FENCE, ON THE
 GG0803'LEFT (E.) SIDE OF RD.
 GG0803'
 GG0803'THE STATION MARK IS 13 FT E. OF N.-S. FENCE, 12 FT E. OF
 GG0803'STANDARD USGS WITNESS POST, 320 FT N. AND 35 FT E. OF CENTER
 GG0803'OF PRIVATE RD. W., 35 FT E. OF CENTER OF N.-S. RD., STAMPED ET
 GG0803'HEAD 1968.
 GG0803'
 GG0803'REFERENCE MARK NO. 1 IS N. OF THE STATION, 4 FT E. OF
 GG0803'N.-S. FENCE, 25 FT E. OF N.-S. RD., 388 FT N. AND 25 FT E. OF
 GG0803'CENTER OF PRIVATE RD. W., 2 FT E. OF TELEPHONE POLE.  STAMPED
 GG0803'HEAD NO 1 1968.
 GG0803'
 GG0803'REFERENCE MARK NO. 2 IS SE. OF THE STATION, 4 FT NW. OF A
 GG0803'26 IN. OAK TREE, 116 FT E. OF CENTER OF N.-S. RD., 296 FT N. AND
 GG0803'116 FT E. OF CENTER OF PRIVATE RD. W., 94 FT E. OF N.-S. FENCE,
 GG0803'STAMPED HEAD NO 2 1968.
 GG0803'
 GG0803'AZIMUTH MARK--NONE SET.
 GG0803'
 GG0803'REFERENCE AZIMUTH OBSERVED TO CENTER OF RED LIGHT TOP RADIO
 GG0803'MAST APPROX. 3.0 MI SSW.
 GG0803'
 GG0803'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 GG0803'ON 0.5 IN. COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILES,
 GG0803'12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0803
 GG0803                          STATION RECOVERY (1997)
 GG0803
 GG0803'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (SHW)
 GG0803'REFERENCE MARKS FOUND.  APPROXIMATELY 10 FT (3.0 M) NORTH OF GRAVEL
 GG0803'DRIVE TO TRAILER HOME.  SIGN POST IS IN OLD FENCING 1 FT (0.3 M) EAST
 GG0803'OF RAILROAD TIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0876 ***********************************************************************
 EM0876  DESIGNATION -  HEADRICK
 EM0876  PID         -  EM0876
 EM0876  STATE/COUNTY-  OK/JACKSON
 EM0876  COUNTRY     -  US
 EM0876  USGS QUAD   -  HEADRICK (2018)
 EM0876
 EM0876                         *CURRENT SURVEY CONTROL
 EM0876  ______________________________________________________________________
 EM0876* NAD 83(1993) POSITION- 34 40 52.14544(N) 099 09 15.25133(W)   ADJUSTED
 EM0876* NAVD 88 ORTHO HEIGHT -   626.    (meters)     2054.    (feet) SCALED
 EM0876  ______________________________________________________________________
 EM0876  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 EM0876  LAPLACE CORR    -          7.16  (seconds)                    DEFLEC18
 EM0876  HORZ ORDER      -  FIRST
 EM0876
 EM0876.The horizontal coordinates were established by classical geodetic methods
 EM0876.and adjusted by the National Geodetic Survey in November 1994.
 EM0876
 EM0876.The orthometric height was scaled from a topographic map.
 EM0876
 EM0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0876.GEOID18 height accuracy estimate available here.
 EM0876
 EM0876.Click photographs - Photos may exist for this station.
 EM0876
 EM0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0876
 EM0876. The following values were computed from the NAD 83(1993) position.
 EM0876
 EM0876;                    North         East     Units Scale Factor Converg.
 EM0876;SPC OK S     -   150,109.482   494,233.700   MT  0.99993737   -0 39 18.6
 EM0876;SPC OK S     -   492,484.19  1,621,498.40   sFT  0.99993737   -0 39 18.6
 EM0876;UTM  14      - 3,837,695.729   485,871.283   MT  0.99960246   -0 05 15.9
 EM0876
 EM0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0876!SPC OK S     -   0.99990585  x   0.99993737  =   0.99984322
 EM0876!UTM  14      -   0.99990585  x   0.99960246  =   0.99950834
 EM0876
 EM0876:                Primary Azimuth Mark                     Grid Az
 EM0876:SPC OK S     -  HEADRICK AZ MK 2                         203 01 10.3
 EM0876:UTM  14      -  HEADRICK AZ MK 2                         202 27 07.6
 EM0876
 EM0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8587137695(NAD 83)
 EM0876
 EM0876|---------------------------------------------------------------------|
 EM0876| PID    Reference Object                     Distance      Geod. Az  |
 EM0876|                                                           dddmmss.s |
 EM0876| FK0550 GOTEBO WATER TANK                   APPROX.50.0 KM 0301254.1 |
 EM0876| CX8254 HEADRICK RM 1                         4.945 METERS 03735     |
 EM0876| EM0853 MOUNTAIN PARK MUNICIPAL TANK        APPROX.18.7 KM 0862752.7 |
 EM0876| EM0857 SNYDER ICE PLANT TANK               APPROX.19.3 KM 0954718.9 |
 EM0876| EM0854 SNYDER MUNICIPAL TANK               APPROX.19.0 KM 0990931.8 |
 EM0876| CX8256 HEADRICK RM 3                         7.026 METERS 14024     |
 EM0876| CX8255 HEADRICK RM 2                         6.213 METERS 15040     |
 EM0876| EM0924 FREDERICK MUNICIPAL TANK            APPROX.34.5 KM 1594421.8 |
 EM0876| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.35.5 KM 1600807.1 |
 EM0876| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.35.2 KM 1601555.2 |
 EM0876| EM0874 HEADRICK MUNICIPAL TANK             APPROX. 6.3 KM 1684352.3 |
 EM0876| EM0873 TIPTON MUNICIPAL TANK               APPROX.19.7 KM 1763921.7 |
 EM0876| CX8253 HEADRICK AZ MK 2                                   2022151.7 |
 EM0876| CX8252 HEADRICK AZ MK                                     2030728.0 |
 EM0876| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX.57.1 KM 2141744.2 |
 EM0876| EM0971 CHILLICOTHE FLAT MUNICIPAL TK       APPROX.57.9 KM 2143607.7 |
 EM0876| EM0974 QUANAH CITY WATER TANK              APPROX.68.4 KM 2315225.9 |
 EM0876| CX8257 HEADRICK RM 4                         4.588 METERS 23423     |
 EM0876| EM0903 ALTUS VUMORE CO MAST                APPROX.18.5 KM 2443230.1 |
 EM0876| EM0885 ALTUS TRADERS COMPRESS CO TANK      APPROX.18.3 KM 2512707.8 |
 EM0876| EM0896 ALTUS MUNICIPAL TANK                APPROX.17.6 KM 2530551.6 |
 EM0876| EM0888 ALTUS COMPRESS CO WATER TANK        APPROX.18.6 KM 2530801.2 |
 EM0876| EM0895 ALTUS AFB CONTROL TOWER             APPROX.11.8 KM 2560358.6 |
 EM0876| EM0880 ALTUS AFB WATER TANK                APPROX.12.1 KM 2571606.4 |
 EM0876| EM0892 ALTUS ARMY AIRFIELD TOWER           APPROX.12.1 KM 2571951.3 |
 EM0876| EM0897 ALTUS PUB SERVICE CO RAD MAST       APPROX.17.6 KM 2583028.2 |
 EM0876| EM0886 ALTUS RADIO STATION KWHW MAST       APPROX.16.6 KM 2590440.5 |
 EM0876| EM0913 BLAIR MUNICIPAL TANK                APPROX.20.1 KM 3034434.1 |
 EM0876| EM1009 PONDER FIELD AIRWAY BEACON          APPROX.40.3 KM 3072259.3 |
 EM0876| FK0596 BRINKMAN MUNICIPAL TANK             APPROX.49.5 KM 3174902.6 |
 EM0876|---------------------------------------------------------------------|
 EM0876
 EM0876                          SUPERSEDED SURVEY CONTROL
 EM0876
 EM0876  NAD 83(1986)-  34 40 52.15410(N)    099 09 15.24353(W) AD(       ) 1
 EM0876  NAD 27      -  34 40 51.90000(N)    099 09 13.95900(W) AD(       ) 1
 EM0876
 EM0876.Superseded values are not recommended for survey control.
 EM0876
 EM0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0876.See file dsdata.pdf to determine how the superseded data were derived.
 EM0876
 EM0876_MARKER: DS = TRIANGULATION STATION DISK
 EM0876_SETTING: 80 = SET IN A BOULDER
 EM0876_STAMPING: HEADRICK 1935
 EM0876_MARK LOGO: CGS
 EM0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0876+STABILITY: SURFACE MOTION
 EM0876
 EM0876  HISTORY     - Date     Condition        Report By
 EM0876  HISTORY     - 1935     MONUMENTED       CGS
 EM0876  HISTORY     - 1936     GOOD             CGS
 EM0876  HISTORY     - 1948     GOOD             CGS
 EM0876  HISTORY     - 1957     POOR             CGS
 EM0876  HISTORY     - 1960     GOOD             CGS
 EM0876  HISTORY     - 1961     POOR             CGS
 EM0876  HISTORY     - 1963     POOR             CGS
 EM0876  HISTORY     - 1980     SEE DESCRIPTION  USAF
 EM0876  HISTORY     - 20070910 POOR             GPS
 EM0876
 EM0876                          STATION DESCRIPTION
 EM0876
 EM0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0876'STATION IS LOCATED 0.05 MILE S OF N LINE AND 0.15 MILE E OF
 EM0876'W LINE OF SEC. 1, T 2 N, R 19 W, ABOUT 3.5 MILES N AND 0.75
 EM0876'MILE W OF HEADRICK.  IT IS ON THE HIGHEST AND MOST NORTHWESTERLY
 EM0876'PEAK OF THREE PEAKS FORMING A SHORT ROCKY RIDGE.
 EM0876'
 EM0876'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 EM0876'IN DRILL HOLES IN BOULDERS.
 EM0876'
 EM0876'REFERENCE MARK NO. 1 IS LOCATED 16.18 FEET (4.932 METERS)
 EM0876'NE OF STATION.
 EM0876'
 EM0876'REFERENCE MARK NO. 2 IS LOCATED 20.48 FEET (6.245 METERS)
 EM0876'SE OF STATION.
 EM0876'
 EM0876'AZIMUTH MARK A STANDARD DISK SET IN CONCRETE IS
 EM0876'LOCATED ABOUT 0.5 MILE SW OF STATION, 30 FEET W OF CENTER
 EM0876'LINE OF DIRT ROAD, AND ABOUT 0.25 MILE DUE W OF S END OF
 EM0876'SHORT ROCKY RIDGE.  TO REACH FROM STATION GO W DOWN HILL TO
 EM0876'INTERSECTION OF N-S ROAD AND EW T-ROAD, THENCE LEFT S FOR 0.7
 EM0876'MILE TO MARK ON RIGHT W SIDE OF ROAD.
 EM0876'
 EM0876'TO REACH FROM NS ROAD W OF HEADRICK, AND U.S. HIGHWAY 62,
 EM0876'JUST NW OF HEADRICK RAILROAD STATION, GO W ON U.S. HIGHWAY 62, FOR
 EM0876'1.45 MILES TO DIRT CROSSROADS, THENCE RIGHT N FOR 3.1 MILES
 EM0876'TO INTERSECTION WITH DIRT T-ROAD, LEADING W.  FROM THIS POINT
 EM0876'STATION MAY BE REACHED BY BACK PACKING DUE E UP RIDGE.
 EM0876'
 EM0876'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EM0876
 EM0876                          STATION RECOVERY (1936)
 EM0876
 EM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM0876'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 EM0876
 EM0876                          STATION RECOVERY (1948)
 EM0876
 EM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0876'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EM0876'CONDITION WITH THE EXCEPTION OF THE STATION MARK AND IT
 EM0876'WAS REPLACED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EM0876'
 EM0876'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF HEADRICK
 EM0876'AND IS ON THE HIGHEST AND MOST NORTHWESTERLY PEAK OF THREE
 EM0876'THAT FORM A SHORT ROCKY RIDGE.  IT IS SITUATED ON THE HIGHEST
 EM0876'POINT OF THE PEAK AND THE DISK IS STAMPED HEADRICK 1935 1948.
 EM0876'
 EM0876'REFERENCE MARK NO. 1 IS STAMPED
 EM0876'HEADRICK NO 1 1935.
 EM0876'
 EM0876'REFERENCE MARK NO. 2 IS STAMPED
 EM0876'HEADRICK NO 2 1935.
 EM0876'
 EM0876'THE AZIMUTH MARK IS LOCATED 0.5 MILE SOUTH-SOUTHWEST OF THE
 EM0876'STATION, 30 FEET WEST OF THE CENTER OF A DIRT ROAD, 50 FEET
 EM0876'SOUTH OF A TELEPHONE POLE, AND 1 FOOT EAST OF A FENCE LINE.  IT
 EM0876'IS STAMPED HEADRICK 1935 AZI AND IT PROJECTS 3 INCHES.
 EM0876'
 EM0876'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 EM0876'62 AND 283 AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 EM0876'IN ALTUS, GO EAST ON U.S. HIGHWAY 62 FOR 7 MILES TO A CROSSROAD
 EM0876'AT THE OZARK SCHOOL AND STORE, CONTINUE EAST ON HIGHWAY 62
 EM0876'FOR 2.95 MILES TO A CROSSROAD, TURN LEFT ON A GRADED
 EM0876'ROAD AND GO NORTH FOR 2.4 MILES TO THE AZIMUTH MARK ON THE LEFT,
 EM0876'CONTINUE NORTH FOR 0.35 MILE TO THE TOP OF A SLIGHT RISE AND
 EM0876'THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST UP ROCKY SLOPE
 EM0876'TO THE TOP OF THE PEAK AND THE STATION AS DESCRIBED.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT TIP IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT OZARK IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT HESS 1923 IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT PORT IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 74 FOOT SIGNAL AT ALTUS IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT JACKSON IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT BLAIR IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT WARREN IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT TEPEE 1921 1934 IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT ROOSEVELT IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT CENTER IS VISIBLE AT 4 FEET.
 EM0876'
 EM0876'A 4 FOOT SIGNAL AT VICKERS IS VISIBLE AT 4 FEET.
 EM0876
 EM0876                          STATION RECOVERY (1957)
 EM0876
 EM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0876'THIS STATION WAS RECOVERED.  THE DISKS ON THE STATION AND
 EM0876'REFERENCE MARKS NUMBERS 1 AND 2 HAVE ALL BEEN HAMMERED OFF
 EM0876'BUT THE BRONZE STEMS FOR THE DISKS ARE STILL IN PLACE.  THE
 EM0876'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EM0876'
 EM0876'ORIGINAL DISCRIPTION OF THE ROUTE TO THE STATION IS STILL GOOD.
 EM0876
 EM0876                          STATION RECOVERY (1960)
 EM0876
 EM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0876'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EM0876'WERE RECOVERED IN POOR CONDITION.  NOTHING BUT THE STEMS OF
 EM0876'ALL THE DISKS REMAIN.  THE REFERENCE MARKS STEMS ARE IN A
 EM0876'BENT AND FLATTENED CONDITION WITH THE CENTER OF THE STEM HARD
 EM0876'TO DETERMINE.  THE CENTER OF THE STATION DISK STEM WAS MORE
 EM0876'DISCERNIBLE.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE
 EM0876'MARKS COULD NOT BE VERIFIED.  THE AZIMUTH MARK WAS FOUND
 EM0876'TO BE DESTROYED.  A NEW AZIMUTH MARK, REFERENCE MARK NO. 3
 EM0876'AND REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 EM0876'
 EM0876'THE TO REACH AND THE LOCATION OF THE STATION IS ENTIRELY
 EM0876'ADEQUATE.
 EM0876'
 EM0876'THE STATION PROPERTY IS NOW LISTED AS BELONGING TO F. AND E.
 EM0876'KNOX, BUT THE OWNER OR OWNERS WERE NOT CONTACTED.
 EM0876'
 EM0876'FOLLOWING IS A DESCRIPTION OF THE AZIMUTH MARK AND REFERENCE
 EM0876'MARKS NOS. 3 AND 4--
 EM0876'
 EM0876'REFERENCE MARK NO. 3, IS A STANDARD DISK STAMPED HEADRICK NO
 EM0876'3 1935 1948, CEMENTED IN A DRILL HOLE NEAR THE TOP OF A
 EM0876'LARGE, OVAL SHAPED BOULDER WHICH PROJECTS ABOUT 4 FEET
 EM0876'ABOVE THE SURROUNDING SURFACE.  IT IS 42.4 FEET SOUTHEAST
 EM0876'OF THE HEADRICK, U.S. AIR FORCE SIGNAL.
 EM0876'
 EM0876'REFERENCE MARK NO. 4, IS A STANDARD DISK STAMPED HEADRICK
 EM0876'NO 4 1935 1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A SHARP
 EM0876'TOPPED BOULDER WHICH PROJECTS 3 FEET ABOVE THE SURROUNDING
 EM0876'SURFACE.  IT IS 18.2 FEET SOUTHEAST OF THE SIGNAL.
 EM0876'
 EM0876'AZIMUTH MARK IS A STANDARD DISK STAMPED HEADRICK 1935 1948
 EM0876'RESET 1960, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 EM0876'INCHES.  IT IS 34 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 EM0876'2.5 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET WEST OF A
 EM0876'TELEPHONE POLE AND 2 FEET EAST OF A FENCE.
 EM0876'
 EM0876'TO REACH THE AZIMUTH MARK FROM WHERE THE GRAVEL ROAD CROSSES
 EM0876'THE HIGHEST POINT OF THE RIDGE, GO SOUTH ON THE GRAVEL ROAD
 EM0876'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A TELEPHONE
 EM0876'POLE.
 EM0876
 EM0876                          STATION RECOVERY (1961)
 EM0876
 EM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0876'THE STATION WAS RECOVERED AND THE DISK WAS FOUND TO HAVE BEEN
 EM0876'REMOVED.  THE DISK FOR REFERENCE MARK 1 HAD ALSO BEEN REMOVED.
 EM0876'REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND TO BE IN
 EM0876'GOOD CONDITION.
 EM0876'
 EM0876'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF HEADRICK,
 EM0876'11 MILES EAST-NORTH-EAST OF ALTUS AND ON THE HIGHEST ONE OF
 EM0876'THREE PEAKS FORMING A ROCKY RIDGE.
 EM0876'
 EM0876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283
 EM0876'AND 62 IN ALTUS, GO EAST ON U.S. HIGHWAY 62 FOR 6.7 MILES TO
 EM0876'THE OLD OZARK SCHOOL, A STORE ON THE LEFT AND A CROSSROADS,
 EM0876'CONTINUE EAST ON U.S. HIGHWAY 62 FOR 2.85 MILES TO A CROSSROADS,
 EM0876'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.2 MILE TO
 EM0876'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.35 MILE TO
 EM0876'THE TOP OF A SMALL RISE AND A CATTLE SHED ON THE RIGHT AND THE
 EM0876'END OF TRUCK TRAVEL.  FROM HERE GO EASTERLY UP A SLOPE TO
 EM0876'A SADDLE, BEAR LEFT AND GO NORTH AND NORTHWEST ALONG A RIDGE
 EM0876'TO THE HIGHEST POINT OF PEAK AND THE STATION.
 EM0876'
 EM0876'THE STATION MARK IS A BRONZE SHANK SET IN A DRILL HOLE IN A
 EM0876'LARGE ROCK WHICH IS ABOUT 2 FEET IN DIAMETER AND PROJECTS
 EM0876'ABOUT 12 INCHES.
 EM0876'
 EM0876'REFERENCE MARK 1 IS A BRONZE SHANK SET IN A DRILL HOLE IN A
 EM0876'LARGE BOULDER WHICH IS ABOUT 5 FEET IN DIAMETER AND PROJECTS
 EM0876'ABOUT 3 FEET.
 EM0876'
 EM0876'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 EM0876'HEADRICK NO 3 1935 1948 AND IS SET IN A DRILL HOLE IN THE
 EM0876'TOP OF A LARGE BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER
 EM0876'AND PROJECTS ABOUT 3 FEET.
 EM0876'
 EM0876'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED
 EM0876'HEADRICK NO 4 1935 1948 AND IS SET IN THE TOP OF A LARGE
 EM0876'BOULDER WHICH IS ABOUT 2-1/2 FEET IN DIAMETER AND PROJECTS
 EM0876'ABOUT 2 FEET.
 EM0876'
 EM0876'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 EM0876'HEADRICK 1935 1948 AND IS SET IN THE TOP OF A 12 INCH SQUARE
 EM0876'CONCRETE POST PROJECTING ABOUT 4 INCHES.  THE MARK IS 32
 EM0876'FEET WEST OF THE CENTER OF THE ROAD, 2.3 FEET NORTHEAST
 EM0876'OF A WITNESS POST, 2.2 FEET WEST OF A TELEPHONE POLE
 EM0876'AND 1.8 FEET EAST OF A FENCE.
 EM0876
 EM0876                          STATION RECOVERY (1963)
 EM0876
 EM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0876'STATION RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED BY
 EM0876'N.E.S., 1961, WITH THE EXCEPTION THAT THE AZIMUTH MARK STAMPING
 EM0876'SHOULD READ HEADRICK 1935 1948 RESET 1960.  THE AZIMUTH MARK
 EM0876'IS 0.3 MILE NORTH OF A CROSS ROAD.
 EM0876'
 EM0876'THE TO REACH AND THE LOCATION OF THE STATION IS ENTIRELY
 EM0876'ADEQUATE.
 EM0876
 EM0876                          STATION RECOVERY (1980)
 EM0876
 EM0876'RECOVERY NOTE BY US AIR FORCE 1980 (FB)
 EM0876'DISK AT STATION, STEM ONLY.  STA, RMS AND AZI ALL RECOVERED AS
 EM0876'DESCRIBED.  TO REACH IS GOOD.  IS THIS APPROPRIATE FORM TO USE OR
 EM0876'SHOULD A RECOVERY CARD BE SUBMITTED.  PLEASE RESPOND TO CDR CARLEN,
 EM0876'NOGA LIAISON OFFICER.  FTS 744-4980, 744-4787.
 EM0876
 EM0876                          STATION RECOVERY (2007)
 EM0876
 EM0876'RECOVERY NOTE BY GREAT PLAINS SURVEYING 2007 (BRY)
 EM0876'REACHED HILLTOP BY FOLLOWING POWER CABLES LYING ON GROUND FROM
 EM0876'TELEPHONE POLE NEAR COUNTY ROAD INTERSECTION DIRECTLY WEST OF HILL.
 EM0876'NO DISCS WERE FOUND ON HILLTOP, BUT THERE WERE MORE STEMS IN BOULDERS
 EM0876'THAN COULD BE ACCOUNTED FOR BY PREVIOUS ENTRIES TO THIS LOG.  AZIMUTH
 EM0876'MARK WAS INTACT ON WEST SIDE OF COUNTY ROAD, 1 FOOT EAST OF T-POST
 EM0876'BARBEDWIRE FENCE.  MARK IS IN N/2 N/2 NW/4 SEC 1 OF T2N R19W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0945 ***********************************************************************
 EL0945  DESIGNATION -  HEALDTON MAGNOLIA PETRO CO TK
 EL0945  PID         -  EL0945
 EL0945  STATE/COUNTY-  OK/CARTER
 EL0945  COUNTRY     -  US
 EL0945  USGS QUAD   -  RINGLING (2018)
 EL0945
 EL0945                         *CURRENT SURVEY CONTROL
 EL0945  ______________________________________________________________________
 EL0945* NAD 83(1993) POSITION- 34 14 35.59082(N) 097 31 30.10080(W)   ADJUSTED
 EL0945  ______________________________________________________________________
 EL0945  GEOID HEIGHT    -        -25.836 (meters)                     GEOID18
 EL0945  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 EL0945  HORZ ORDER      -  THIRD
 EL0945
 EL0945.The horizontal coordinates were established by classical geodetic methods
 EL0945.and adjusted by the National Geodetic Survey in November 1994.
 EL0945
 EL0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0945.GEOID18 height accuracy estimate available here.
 EL0945
 EL0945.Click photographs - Photos may exist for this station.
 EL0945
 EL0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0945
 EL0945. The following values were computed from the NAD 83(1993) position.
 EL0945
 EL0945;                    North         East     Units Scale Factor Converg.
 EL0945;SPC OK S     -   101,030.478   643,752.535   MT  0.99995354   +0 16 10.6
 EL0945;SPC OK S     -   331,464.16  2,112,044.78   sFT  0.99995354   +0 16 10.6
 EL0945;UTM  14      - 3,790,108.138   635,826.576   MT  0.99982741   +0 49 48.4
 EL0945
 EL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3582690108(NAD 83)
 EL0945
 EL0945                          SUPERSEDED SURVEY CONTROL
 EL0945
 EL0945  NAD 83(1986)-  34 14 35.59507(N)    097 31 30.08976(W) AD(       ) 3
 EL0945  NAD 27      -  34 14 35.26500(N)    097 31 28.99500(W) AD(       ) 3
 EL0945
 EL0945.Superseded values are not recommended for survey control.
 EL0945
 EL0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0945.See file dsdata.pdf to determine how the superseded data were derived.
 EL0945
 EL0945_MARKER: 51 = TANK
 EL0945
 EL0945  HISTORY     - Date     Condition        Report By
 EL0945  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0945
 EL0945                          STATION DESCRIPTION
 EL0945
 EL0945'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0923 ***********************************************************************
 EL0923  DESIGNATION -  HEALDTON MUNICIPAL TANK
 EL0923  PID         -  EL0923
 EL0923  STATE/COUNTY-  OK/CARTER
 EL0923  COUNTRY     -  US
 EL0923  USGS QUAD   -  HEALDTON (2018)
 EL0923
 EL0923                         *CURRENT SURVEY CONTROL
 EL0923  ______________________________________________________________________
 EL0923* NAD 83(1993) POSITION- 34 14 00.92135(N) 097 29 17.76547(W)   ADJUSTED
 EL0923  ______________________________________________________________________
 EL0923  GEOID HEIGHT    -        -25.870 (meters)                     GEOID18
 EL0923  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 EL0923  HORZ ORDER      -  THIRD
 EL0923
 EL0923.The horizontal coordinates were established by classical geodetic methods
 EL0923.and adjusted by the National Geodetic Survey in November 1994.
 EL0923
 EL0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0923.GEOID18 height accuracy estimate available here.
 EL0923
 EL0923.Click photographs - Photos may exist for this station.
 EL0923
 EL0923.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0923
 EL0923. The following values were computed from the NAD 83(1993) position.
 EL0923
 EL0923;                    North         East     Units Scale Factor Converg.
 EL0923;SPC OK S     -    99,978.822   647,144.091   MT  0.99995455   +0 17 25.7
 EL0923;SPC OK S     -   328,013.85  2,123,171.91   sFT  0.99995455   +0 17 25.7
 EL0923;UTM  14      - 3,789,089.821   639,227.843   MT  0.99983895   +0 51 02.1
 EL0923
 EL0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3922789089(NAD 83)
 EL0923
 EL0923                          SUPERSEDED SURVEY CONTROL
 EL0923
 EL0923  NAD 83(1986)-  34 14 00.92550(N)    097 29 17.75462(W) AD(       ) 3
 EL0923  NAD 27      -  34 14 00.59500(N)    097 29 16.66700(W) AD(       ) 3
 EL0923
 EL0923.Superseded values are not recommended for survey control.
 EL0923
 EL0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0923.See file dsdata.pdf to determine how the superseded data were derived.
 EL0923
 EL0923_MARKER: 53 = ELEVATED TANK
 EL0923
 EL0923  HISTORY     - Date     Condition        Report By
 EL0923  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0923
 EL0923                          STATION DESCRIPTION
 EL0923
 EL0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0923'THE STATION IS CENTRALLY LOCATED IN HEALDTON, 230 FEET NORTH
 EL0923'OF MAIN STREET AND 150 FEET WEST OF NORTH FOURTH STREET.
 EL0923'A 4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK PROPER AND THE
 EL0923'LEGS AND TANK IS PAINTED SILVER.  IT HAS AN OVER-ALL HEIGHT
 EL0923'OF 135 FEET AND THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DF7475 ***********************************************************************
 DF7475  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7475  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7475  DESIGNATION -  HEAVENER CORS ARP
 DF7475  CORS_ID     -  OKHV
 DF7475  PID         -  DF7475
 DF7475  STATE/COUNTY-  OK/LE FLORE
 DF7475  COUNTRY     -  US
 DF7475  USGS QUAD   -  HEAVENER (2018)
 DF7475
 DF7475                         *CURRENT SURVEY CONTROL
 DF7475  ______________________________________________________________________
 DF7475* NAD 83(2011) POSITION- 34 54 47.37865(N) 094 37 05.09206(W)   ADJUSTED
 DF7475* NAD 83(2011) ELLIP HT-   146.514 (meters)        (08/??/25)   ADJUSTED
 DF7475* NAD 83(2011) EPOCH   -  2010.00
 DF7475* NAVD 88 ORTHO HEIGHT -   178.12  (meters)      584.4   (feet) GPS OBS
 DF7475  ______________________________________________________________________
 DF7475  NAVD 88 orthometric height was determined with an earlier geoid model
 DF7475  GEOID HEIGHT    -        -31.579 (meters)                     GEOID18
 DF7475  NAD 83(2011) X  -   -421,573.954 (meters)                     COMP
 DF7475  NAD 83(2011) Y  - -5,219,068.011 (meters)                     COMP
 DF7475  NAD 83(2011) Z  -  3,630,054.927 (meters)                     COMP
 DF7475
 DF7475.Formal positional accuracy estimates are not available for this CORS
 DF7475.because its coordinates were determined in part using modeled velocities.
 DF7475.A time-series residual plot is available that shows daily coordinate
 DF7475.variations relative to the published coordinates and modeled velocities.
 DF7475.Large residuals may indicate a potential error in the modeled velocities.
 DF7475
 DF7475.Residual plot at:
 DF7475.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKHV.
 DF7475
 DF7475.The coordinates were established by GPS observations
 DF7475.and adjusted by the National Geodetic Survey in August 2025.
 DF7475
 DF7475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7475.been affixed to the stable North American Tectonic Plate. 
 DF7475
 DF7475.The coordinates are valid at the epoch date displayed above
 DF7475.which is a decimal equivalence of Year/Month/Day.
 DF7475
 DF7475.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF7475.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF7475.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF7475.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF7475.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF7475.published epoch of 2010.00.
 DF7475
 DF7475.Additional information on MYCS is available at:
 DF7475.https://geodesy.noaa.gov/CORS/index.shtml
 DF7475
 DF7475.The orthometric height was determined by GPS observations and a
 DF7475.high-resolution geoid model using precise GPS observation and
 DF7475.processing techniques.
 DF7475
 DF7475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7475.GEOID18 height accuracy estimate available here.
 DF7475
 DF7475.The PID for the CORS L1 Phase Center is DR7664.
 DF7475
 DF7475.Click photographs - Photos may exist for this station.
 DF7475
 DF7475.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7475
 DF7475.The ellipsoidal height was determined by GPS observations
 DF7475.and is referenced to NAD 83.
 DF7475
 DF7475. The following values were computed from the NAD 83(2011) position.
 DF7475
 DF7475;                    North         East     Units Scale Factor Converg.
 DF7475;SPC OK S     -   180,418.238   908,982.460   MT  0.99995237   +1 55 10.7
 DF7475;SPC OK S     -   591,922.17  2,982,219.95   sFT  0.99995237   +1 55 10.7
 DF7475;UTM  15      - 3,864,607.761   352,184.764   MT  0.99986929   -0 55 34.5
 DF7475
 DF7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7475!SPC OK S     -   0.99997700  x   0.99995237  =   0.99992937
 DF7475!UTM  15      -   0.99997700  x   0.99986929  =   0.99984630
 DF7475
 DF7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5218464607(NAD 83)
 DF7475
 DF7475                          SUPERSEDED SURVEY CONTROL
 DF7475
 DF7475  NAD 83(2011)-  34 54 47.37864(N)    094 37 05.09222(W) AD(2010.00) c
 DF7475  ELLIP H (04/??/25)  146.532  (m)                       GP(2010.00) c c
 DF7475  NAD 83(2011)-  34 54 47.37913(N)    094 37 05.09223(W) AD(2010.00) c
 DF7475  ELLIP H (06/??/22)  146.516  (m)                       GP(2010.00) c c
 DF7475  NAD 83(2011)-  34 54 47.37901(N)    094 37 05.09241(W) AD(2010.00) c
 DF7475  ELLIP H (05/??/21)  146.521  (m)                       GP(2010.00) c c
 DF7475  NAD 83(2011)-  34 54 47.37902(N)    094 37 05.09243(W) AD(2010.00) c
 DF7475  ELLIP H (06/??/19)  146.536  (m)                       GP(2010.00) c c
 DF7475  NAD 83(2011)-  34 54 47.37901(N)    094 37 05.09242(W) AD(2010.00) c
 DF7475  ELLIP H (08/??/11)  146.531  (m)                       GP(2010.00) c c
 DF7475  NAD 83(CORS)-  34 54 47.37873(N)    094 37 05.09292(W) AD(2002.00) c
 DF7475  ELLIP H (08/??/03)  146.534  (m)                       GP(2002.00) c c
 DF7475
 DF7475.Superseded values are not recommended for survey control.
 DF7475
 DF7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7475.See file dsdata.pdf to determine how the superseded data were derived.
 DF7475
 DF7475_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7475
 DF7475                          STATION DESCRIPTION
 DF7475
 DF7475'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF7475'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF7475'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF7475'AND LOG FILES ACCESSIBLE AT:
 DF7475'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0896 ***********************************************************************
 EK0896  DESIGNATION -  HEE
 EK0896  PID         -  EK0896
 EK0896  STATE/COUNTY-  OK/MCCURTAIN
 EK0896  COUNTRY     -  US
 EK0896  USGS QUAD   -  HEE CREEK (2018)
 EK0896
 EK0896                         *CURRENT SURVEY CONTROL
 EK0896  ______________________________________________________________________
 EK0896* NAD 83(1993) POSITION- 34 20 28.84299(N) 094 39 23.77208(W)   ADJUSTED
 EK0896* NAVD 88 ORTHO HEIGHT -   439.    (meters)     1440.    (feet) SCALED
 EK0896  ______________________________________________________________________
 EK0896  GEOID HEIGHT    -        -29.999 (meters)                     GEOID18
 EK0896  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 EK0896  HORZ ORDER      -  SECOND
 EK0896
 EK0896.The horizontal coordinates were established by classical geodetic methods
 EK0896.and adjusted by the National Geodetic Survey in November 1994.
 EK0896
 EK0896.The orthometric height was scaled from a topographic map.
 EK0896
 EK0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0896.GEOID18 height accuracy estimate available here.
 EK0896
 EK0896.Click photographs - Photos may exist for this station.
 EK0896
 EK0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0896
 EK0896. The following values were computed from the NAD 83(1993) position.
 EK0896
 EK0896;                    North         East     Units Scale Factor Converg.
 EK0896;SPC OK S     -   116,905.922   907,564.805   MT  0.99994487   +1 53 52.0
 EK0896;SPC OK S     -   383,548.85  2,977,568.86   sFT  0.99994487   +1 53 52.0
 EK0896;UTM  15      - 3,801,247.601   347,623.128   MT  0.99988621   -0 56 04.9
 EK0896
 EK0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0896!SPC OK S     -   0.99993579  x   0.99994487  =   0.99988066
 EK0896!UTM  15      -   0.99993579  x   0.99988621  =   0.99982201
 EK0896
 EK0896:                Primary Azimuth Mark                     Grid Az
 EK0896:SPC OK S     -  CARTER MT LOOKOUT TOWER                  225 39 32.2
 EK0896:UTM  15      -  CARTER MT LOOKOUT TOWER                  228 29 29.1
 EK0896
 EK0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4762301247(NAD 83)
 EK0896
 EK0896|---------------------------------------------------------------------|
 EK0896| PID    Reference Object                     Distance      Geod. Az  |
 EK0896|                                                           dddmmss.s |
 EK0896| CX6438 HEE RM 1                                           01628     |
 EK0896| CX6439 HEE RM 2                                           15736     |
 EK0896| EK0926 CARTER MT LOOKOUT TOWER             APPROX.15.0 KM 2273324.2 |
 EK0896| EK0897 HEE MTN LOOKOUT TOWER                13.334 METERS 25725     |
 EK0896|---------------------------------------------------------------------|
 EK0896
 EK0896                          SUPERSEDED SURVEY CONTROL
 EK0896
 EK0896  NAD 83(1986)-  34 20 28.84634(N)    094 39 23.76381(W) AD(       ) 2
 EK0896  NAD 27      -  34 20 28.46500(N)    094 39 22.98200(W) AD(       ) 2
 EK0896
 EK0896.Superseded values are not recommended for survey control.
 EK0896
 EK0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0896.See file dsdata.pdf to determine how the superseded data were derived.
 EK0896
 EK0896_MARKER: DS = TRIANGULATION STATION DISK
 EK0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0896_STAMPING: HEE 1952
 EK0896_MARK LOGO: CGS
 EK0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0896+STABILITY: SURFACE MOTION
 EK0896
 EK0896  HISTORY     - Date     Condition        Report By
 EK0896  HISTORY     - 1952     MONUMENTED       CGS
 EK0896
 EK0896                          STATION DESCRIPTION
 EK0896
 EK0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0896'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF BETHEL,
 EK0896'9 MILES SOUTH OF SMITHVILLE, ON TOP OF HEE MOUNTAIN AND JUST
 EK0896'EAST OF THE HEE MOUNTAIN LOOKOUT TOWER.  IT IS 35 FEET EAST
 EK0896'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 28.6 FEET SOUTHEAST
 EK0896'OF THE NORTHEAST CORNER OF THE YARD FENCE AND 16 FEET EAST OF
 EK0896'THE EAST YARD FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 EK0896'STAMPED HEE 1952.
 EK0896'
 EK0896'REFERENCE MARK NO. 1 87 FEET NORTHEAST OF THE NORTHEAST
 EK0896'CORNER OF THE YARD FENCE, SET IN A DRILL HOLE IN OUTCROPPING
 EK0896'ROCK WHICH PROJECTS 3 INCHES AND THE DISK IS STAMPED HEE
 EK0896'NO 1 1952.
 EK0896'
 EK0896'REFERENCE MARK NO. 2 IS 57 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 EK0896'CORNER OF THE YARD FENCE.  THE MARK IS SET IN A DRILL HOLE
 EK0896'IN OUTCROPPING ROCK WHICH PROJECTS 3 INCHES AND THE DISK
 EK0896'IS STAMPED HEE NO 2 1952.
 EK0896'
 EK0896'NO AZIMUTH MARK WAS SET.
 EK0896'
 EK0896'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF BETHEL, GO
 EK0896'SOUTHERLY ON STATE HIGHWAY 21 FOR 3.95 MILES TO A SIDE ROAD LEFT
 EK0896'JUST BEFORE REACHING THE MT. HERMAN STORE, TURN LEFT (EAST)
 EK0896'1.8 MILES TO FORKS, TAKE RIGHT FORK ACROSS BRIDGE AND CONTINUE
 EK0896'EAST FOR 1.0 MILE TO A SIDE ROAD LEFT, HERE TURN LEFT ON
 EK0896'MAIN ROAD (NORTH) 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 EK0896'(EAST) 1.25 MILES TO FORKS, KEEP RIGHT FORK 2.85 MILES TO A
 EK0896'GATE AND SIGN GAME REFUGE.  PASS THROUGH GATE AND CONTINUE ON
 EK0896'MAIN ROAD 0.75 MILE TO FORKS, KEEP LEFT FORK, THROUGH LOCKED
 EK0896'GATE, 0.1 MILE TO LOW WATER BRIDGE.  HERE TURN LEFT (EAST)
 EK0896'ACROSS BRIDGE 0.3 MILE TO FORKS, KEEP LEFT FORK 0.4 MILE
 EK0896'TO SMALL BUILDING AND WOODEN GATE (LOCKED).  HERE PASS
 EK0896'THROUGH GATE AND BEAR RIGHT ON MAIN ROAD 1.4 MILES TO FORKS,
 EK0896'KEEP LEFT FORK 1.6 MILES TO FORKS AT TOP OF MOUNTAIN,
 EK0896'KEEP RIGHT FORK 0.2 MILE TO THE LOOKOUT TOWER AND THE
 EK0896'STATION.
 EK0896'
 EK0896'MR. SURRELL (GAME WARDEN) WHO LIVES JUST WEST OF THE LOW WATER
 EK0896'BRIDGE WILL FURNISH KEYS FOR LOCKED GATES.
 EK0896'
 EK0896'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0897 ***********************************************************************
 EK0897  DESIGNATION -  HEE MTN LOOKOUT TOWER
 EK0897  PID         -  EK0897
 EK0897  STATE/COUNTY-  OK/MCCURTAIN
 EK0897  COUNTRY     -  US
 EK0897  USGS QUAD   -  HEE CREEK (2018)
 EK0897
 EK0897                         *CURRENT SURVEY CONTROL
 EK0897  ______________________________________________________________________
 EK0897* NAD 83(1993) POSITION- 34 20 28.74868(N) 094 39 24.28122(W)   ADJUSTED
 EK0897  ______________________________________________________________________
 EK0897  GEOID HEIGHT    -        -29.999 (meters)                     GEOID18
 EK0897  LAPLACE CORR    -          4.95  (seconds)                    DEFLEC18
 EK0897  HORZ ORDER      -  THIRD
 EK0897
 EK0897.The horizontal coordinates were established by classical geodetic methods
 EK0897.and adjusted by the National Geodetic Survey in November 1994.
 EK0897
 EK0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0897.GEOID18 height accuracy estimate available here.
 EK0897
 EK0897.Click photographs - Photos may exist for this station.
 EK0897
 EK0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0897
 EK0897. The following values were computed from the NAD 83(1993) position.
 EK0897
 EK0897;                    North         East     Units Scale Factor Converg.
 EK0897;SPC OK S     -   116,902.587   907,551.896   MT  0.99994488   +1 53 51.7
 EK0897;SPC OK S     -   383,537.90  2,977,526.51   sFT  0.99994488   +1 53 51.7
 EK0897;UTM  15      - 3,801,244.908   347,610.070   MT  0.99988626   -0 56 05.2
 EK0897
 EK0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4761001244(NAD 83)
 EK0897
 EK0897                          SUPERSEDED SURVEY CONTROL
 EK0897
 EK0897  NAD 83(1986)-  34 20 28.75293(N)    094 39 24.27322(W) AD(       ) 3
 EK0897  NAD 27      -  34 20 28.37300(N)    094 39 23.48200(W) AD(       ) 3
 EK0897
 EK0897.Superseded values are not recommended for survey control.
 EK0897
 EK0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0897.See file dsdata.pdf to determine how the superseded data were derived.
 EK0897
 EK0897_MARKER: 57 = LOOKOUT TOWER
 EK0897
 EK0897  HISTORY     - Date     Condition        Report By
 EK0897  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0897
 EK0897                          STATION DESCRIPTION
 EK0897
 EK0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0897'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF THE
 EK0897'VILLAGE OF BETHEL, 9 MILES SOUTH OF SMITHVILLE AND ON TOP
 EK0897'OF HEE MOUNTAIN.  IT IS A FOUR LEGGED STEEL STRUCTURE,
 EK0897'WITH AN ENCLOSED OBSERVATION PLATFORM AND APPROXIMATELY
 EK0897'90 FEET HIGH.
 EK0897'
 EK0897'THE POINT INTERSECTED WAS THE CENTER OF TOWER.
 EK0897'
 EK0897'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF BETHEL, GO
 EK0897'SOUTHERLY ON STATE HIGHWAY 21 FOR 3.95 MILES TO A SIDE ROAD
 EK0897'LEFT JUST BEFORE REACHING MT. HERMAN STORE, TURN LEFT (EAST)
 EK0897'1.8 MILES TO FORKS, KEEP RIGHT FORK ACROSS BRIDGE AND
 EK0897'CONTINUE EAST 1.0 MILE TO A SIDE ROAD LEFT.  HERE TURN LEFT
 EK0897'(NORTH) ON MAIN ROAD, 0.45 MILE TO A SIDE ROAD RIGHT, TURN
 EK0897'RIGHT (EAST) 1.25 MILES TO FORKS, KEEP RIGHT FORK
 EK0897'(SOUTHEASTERLY) 2.85 MILES TO A GATE AND SIGN GAME REFUGE.  HERE
 EK0897'PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY 0.75
 EK0897'MILE TO FORKS, HERE KEEP LEFT FORK THROUGH LOCKED GATE 0.1 MILE
 EK0897'TO LOW WATER BRIDGE, TURN LEFT ACROSS BRIDGE 0.3 MILE TO FORKS,
 EK0897'KEEP LEFT FORK 0.4 MILE TO SMALL BUILDING AND WOODEN GATE
 EK0897'(LOCKED).  HERE PASS THROUGH GATE AND BEAR RIGHT ON MAIN
 EK0897'ROAD 1.4 MILES TO FORKS, KEEP LEFT FORK FOR 1.6 MILES TO
 EK0897'FORKS AT TOP OF MOUNTAIN, KEEP RIGHT FORK 0.2 MILE TO
 EK0897'HIGHEST POINT OF MOUNTAIN AND THE STATION.
 EK0897'
 EK0897'MR. SURRELL THE GAME WARDEN WHO LIVES JUST WEST OF THE LOW
 EK0897'WATER BRIDGE WILL FURNISH KEYS FOR THE LOCKED GATES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0817 ***********************************************************************
 GH0817  DESIGNATION -  HELEN
 GH0817  PID         -  GH0817
 GH0817  STATE/COUNTY-  OK/GARFIELD
 GH0817  COUNTRY     -  US
 GH0817  USGS QUAD   -  ENID WEST (2018)
 GH0817
 GH0817                         *CURRENT SURVEY CONTROL
 GH0817  ______________________________________________________________________
 GH0817* NAD 83(1993) POSITION- 36 26 55.47851(N) 097 55 46.02396(W)   ADJUSTED
 GH0817* NAVD 88 ORTHO HEIGHT -   412.    (meters)     1352.    (feet) SCALED
 GH0817  ______________________________________________________________________
 GH0817  GEOID HEIGHT    -        -27.723 (meters)                     GEOID18
 GH0817  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GH0817  HORZ ORDER      -  THIRD
 GH0817
 GH0817.The horizontal coordinates were established by classical geodetic methods
 GH0817.and adjusted by the National Geodetic Survey in November 1994.
 GH0817
 GH0817.The orthometric height was scaled from a topographic map.
 GH0817
 GH0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0817.GEOID18 height accuracy estimate available here.
 GH0817
 GH0817.Click photographs - Photos may exist for this station.
 GH0817
 GH0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0817
 GH0817. The following values were computed from the NAD 83(1993) position.
 GH0817
 GH0817;                    North         East     Units Scale Factor Converg.
 GH0817;SPC OK N     -   160,746.365   606,324.447   MT  0.99995742   +0 02 29.9
 GH0817;SPC OK N     -   527,382.03  1,989,249.46   sFT  0.99995742   +0 02 29.9
 GH0817;UTM  14      - 4,034,255.115   595,938.097   MT  0.99971340   +0 38 09.8
 GH0817
 GH0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0817!SPC OK N     -   0.99993967  x   0.99995742  =   0.99989709
 GH0817!UTM  14      -   0.99993967  x   0.99971340  =   0.99965309
 GH0817
 GH0817:                Primary Azimuth Mark                     Grid Az
 GH0817:SPC OK N     -  HELEN AZ MK                              270 22 22.1
 GH0817:UTM  14      -  HELEN AZ MK                              269 46 42.2
 GH0817
 GH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9593834255(NAD 83)
 GH0817
 GH0817|---------------------------------------------------------------------|
 GH0817| PID    Reference Object                     Distance      Geod. Az  |
 GH0817|                                                           dddmmss.s |
 GH0817| GH0816 ENID RAD STA KCRC CENTER MAST       APPROX. 5.8 KM 1224943.0 |
 GH0817| CL5337 HELEN RM 1                           24.569 METERS 12428     |
 GH0817| GH0818 ENID BROADWAY TOWER ANTENNA         APPROX. 7.4 KM 1405907.9 |
 GH0817| GH0819 ENID RAD STA KGWA EAST MAST         APPROX. 1.4 KM 1460901.5 |
 GH0817| GH0808 VANCE AFB WATER TANK                APPROX.12.3 KM 1691230.0 |
 GH0817| GH0809 VANCE AFB WEATHER TOWER             APPROX.12.1 KM 1701501.1 |
 GH0817| CL5338 HELEN RM 2                           24.661 METERS 21315     |
 GH0817| CL5336 HELEN AZ MK                                        2702452.0 |
 GH0817|---------------------------------------------------------------------|
 GH0817
 GH0817                          SUPERSEDED SURVEY CONTROL
 GH0817
 GH0817  NAD 83(1986)-  36 26 55.48348(N)    097 55 46.01141(W) AD(       ) 3
 GH0817  NAD 27      -  36 26 55.36349(N)    097 55 44.79925(W) AD(       ) 3
 GH0817
 GH0817.Superseded values are not recommended for survey control.
 GH0817
 GH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0817.See file dsdata.pdf to determine how the superseded data were derived.
 GH0817
 GH0817_MARKER: DS = TRIANGULATION STATION DISK
 GH0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0817_STAMPING: HELEN 1951
 GH0817_MARK LOGO: CGS
 GH0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0817+STABILITY: SURFACE MOTION
 GH0817
 GH0817  HISTORY     - Date     Condition        Report By
 GH0817  HISTORY     - 1951     MONUMENTED       CGS
 GH0817
 GH0817                          STATION DESCRIPTION
 GH0817
 GH0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0817'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-SOUTHEAST OF CARRIER AND
 GH0817'ABOUT 4.5 MILES NORTHWEST OF ENID NEAR THE NORTH EDGE OF A PASTURE,
 GH0817'51 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 26 FEET SOUTH OF AN
 GH0817'EAST-WEST FENCE LINE AND 4.5 FEET EAST OF A WITNESS POST.  IT IS
 GH0817'STAMPED HELEN 1951 AND PROJECTS 2 INCHES.
 GH0817'
 GH0817'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE, 73 FEET SOUTH OF AN
 GH0817'EAST-WEST FENCE LINE AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 GH0817'STATION.  IT IS STAMPED HELEN NO 1 1951 AND PROJECTS 4 INCHES.
 GH0817'
 GH0817'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE, 80 FEET SOUTH OF AN
 GH0817'EAST-WEST FENCE LINE AND IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 GH0817'STATION.  IT IS STAMPED HELEN NO 2 1951 AND PROJECTS 4 INCHES.
 GH0817'
 GH0817'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 113.01 FEET.
 GH0817'
 GH0817'THE AZIMUTH MARK IS NEAR THE NORTHWEST CORNER OF A PASTURE, 110 FEET
 GH0817'EAST OF A T FENCE CORNER, 25 FEET SOUTH OF THE CENTER OF ROAD, 1
 GH0817'FOOT EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 GH0817'LINE.  IT IS STAMPED HELEN 1951 AND PROJECTS 3 INCHES.
 GH0817'
 GH0817'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 GH0817'SQUARE IN ENID, GO WEST AND SOUTH ON U. S. HIGHWAY 81 AND 60 FOR
 GH0817'0.9 MILE TO JUNCTION OF THESE HIGHWAYS, TURN RIGHT AND GO WEST ON
 GH0817'U. S. HIGHWAY 60 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 GH0817'NORTH ON DIRT ROAD FOR 3.75 MILES TO A METAL GATE ON LEFT, PASS
 GH0817'THROUGH GATE AND GO NORTHWEST ACROSS PASTURE FOR 0.3 MILE TO
 GH0817'STATION AS DESCRIBED.
 GH0817'
 GH0817'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG SOUTH SIDE
 GH0817'OF FENCE FOR 0.3 MILE TO MARK AS DESCRIBED.
 GH0817'
 GH0817'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0510 ***********************************************************************
 GJ0510  DESIGNATION -  HELENA MUNICIPAL WATER TANK
 GJ0510  PID         -  GJ0510
 GJ0510  STATE/COUNTY-  OK/ALFALFA
 GJ0510  COUNTRY     -  US
 GJ0510  USGS QUAD   -  HELENA (2018)
 GJ0510
 GJ0510                         *CURRENT SURVEY CONTROL
 GJ0510  ______________________________________________________________________
 GJ0510* NAD 83(1993) POSITION- 36 32 44.40063(N) 098 16 09.45545(W)   ADJUSTED
 GJ0510  ______________________________________________________________________
 GJ0510  GEOID HEIGHT    -        -27.716 (meters)                     GEOID18
 GJ0510  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 GJ0510  HORZ ORDER      -  THIRD
 GJ0510
 GJ0510.The horizontal coordinates were established by classical geodetic methods
 GJ0510.and adjusted by the National Geodetic Survey in November 1994.
 GJ0510
 GJ0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0510.GEOID18 height accuracy estimate available here.
 GJ0510
 GJ0510.Click photographs - Photos may exist for this station.
 GJ0510
 GJ0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0510
 GJ0510. The following values were computed from the NAD 83(1993) position.
 GJ0510
 GJ0510;                    North         East     Units Scale Factor Converg.
 GJ0510;SPC OK N     -   171,532.452   575,888.726   MT  0.99996714   -0 09 32.1
 GJ0510;SPC OK N     -   562,769.39  1,889,394.93   sFT  0.99996714   -0 09 32.1
 GJ0510;UTM  14      - 4,044,721.984   565,400.715   MT  0.99965270   +0 26 06.4
 GJ0510
 GJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6540044721(NAD 83)
 GJ0510
 GJ0510                          SUPERSEDED SURVEY CONTROL
 GJ0510
 GJ0510  NAD 83(1986)-  36 32 44.40546(N)    098 16 09.44288(W) AD(       ) 3
 GJ0510  NAD 27      -  36 32 44.29117(N)    098 16 08.18743(W) AD(       ) 3
 GJ0510
 GJ0510.Superseded values are not recommended for survey control.
 GJ0510
 GJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0510.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0510
 GJ0510_MARKER: 53 = ELEVATED TANK
 GJ0510
 GJ0510  HISTORY     - Date     Condition        Report By
 GJ0510  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0510
 GJ0510                          STATION DESCRIPTION
 GJ0510
 GJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0510'THE STATION IS LOCATED IN THE CENTRAL PART OF HELENA.  IT IS 50.0
 GJ0510'FEET EAST OF A NORTH-SOUTH ALLEY.
 GJ0510'
 GJ0510'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND
 GJ0510'HAS AN OVERALL HEIGHT OF 125.0 FEET.  THE TANK IS PAINTED SILVER.
 GJ0510'
 GJ0510'THE BALL AT THE APEX OF THE TANK WAS OBSERVED ON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0511 ***********************************************************************
 GJ0511  DESIGNATION -  HELENA STATE SCHOOL STACK
 GJ0511  PID         -  GJ0511
 GJ0511  STATE/COUNTY-  OK/ALFALFA
 GJ0511  COUNTRY     -  US
 GJ0511  USGS QUAD   -  HELENA (2018)
 GJ0511
 GJ0511                         *CURRENT SURVEY CONTROL
 GJ0511  ______________________________________________________________________
 GJ0511* NAD 83(1993) POSITION- 36 32 45.86762(N) 098 16 45.86593(W)   ADJUSTED
 GJ0511  ______________________________________________________________________
 GJ0511  GEOID HEIGHT    -        -27.720 (meters)                     GEOID18
 GJ0511  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 GJ0511  HORZ ORDER      -  THIRD
 GJ0511
 GJ0511.The horizontal coordinates were established by classical geodetic methods
 GJ0511.and adjusted by the National Geodetic Survey in November 1994.
 GJ0511
 GJ0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0511.GEOID18 height accuracy estimate available here.
 GJ0511
 GJ0511.Click photographs - Photos may exist for this station.
 GJ0511
 GJ0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0511
 GJ0511. The following values were computed from the NAD 83(1993) position.
 GJ0511
 GJ0511;                    North         East     Units Scale Factor Converg.
 GJ0511;SPC OK N     -   171,580.229   574,983.296   MT  0.99996718   -0 09 53.6
 GJ0511;SPC OK N     -   562,926.13  1,886,424.36   sFT  0.99996718   -0 09 53.6
 GJ0511;UTM  14      - 4,044,760.359   564,495.123   MT  0.99965125   +0 25 44.8
 GJ0511
 GJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6449544760(NAD 83)
 GJ0511
 GJ0511                          SUPERSEDED SURVEY CONTROL
 GJ0511
 GJ0511  NAD 83(1986)-  36 32 45.87218(N)    098 16 45.85330(W) AD(       ) 3
 GJ0511  NAD 27      -  36 32 45.75782(N)    098 16 44.59536(W) AD(       ) 3
 GJ0511
 GJ0511.Superseded values are not recommended for survey control.
 GJ0511
 GJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0511.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0511
 GJ0511_MARKER: 63 = STACK
 GJ0511
 GJ0511  HISTORY     - Date     Condition        Report By
 GJ0511  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0511
 GJ0511                          STATION DESCRIPTION
 GJ0511
 GJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0511'THE STATION IS A STEEL STRUCTURE, 4 FEET IN DIAMETER, SILVER IN COLOR
 GJ0511'WITH AN OVERALL HEIGHT OF 65 FEET.  IT IS 70 FEET WEST OF A
 GJ0511'NORTH-SOUTH STREET AND 0.1 MILE SOUTH OF AN EAST-WEST STREET.
 GJ0511'
 GJ0511'TO REACH THE STATION FROM THE POST OFFICE IN HELENA, GO NORTH ON MAIN
 GJ0511'STREET FOR 0.1 MILE, TURN LEFT AND GO WEST FOR 0.5 MILE TO A T
 GJ0511'STREET SOUTH, TURN SOUTH FOR 0.05 MILE TO THE STATION ON THE RIGHT
 GJ0511'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0377 ***********************************************************************
 GH0377  DESIGNATION -  HENNESSEY
 GH0377  PID         -  GH0377
 GH0377  STATE/COUNTY-  OK/KINGFISHER
 GH0377  COUNTRY     -  US
 GH0377  USGS QUAD   -  HENNESSEY (2018)
 GH0377
 GH0377                         *CURRENT SURVEY CONTROL
 GH0377  ______________________________________________________________________
 GH0377* NAD 83(1993) POSITION- 36 06 59.87520(N) 097 54 07.78571(W)   ADJUSTED
 GH0377* NAVD 88 ORTHO HEIGHT -   355.470 (meters)     1166.24  (feet) ADJUSTED
 GH0377  ______________________________________________________________________
 GH0377  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 GH0377  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GH0377  DYNAMIC HEIGHT  -        355.150 (meters)     1165.19  (feet) COMP
 GH0377  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 GH0377
 GH0377  HORZ ORDER      -  SECOND
 GH0377  VERT ORDER      -  FIRST     CLASS II
 GH0377
 GH0377.The horizontal coordinates were established by classical geodetic methods
 GH0377.and adjusted by the National Geodetic Survey in November 1994.
 GH0377
 GH0377.The orthometric height was determined by differential leveling and
 GH0377.adjusted by the NATIONAL GEODETIC SURVEY
 GH0377.in June 1991.
 GH0377
 GH0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0377.GEOID18 height accuracy estimate available here.
 GH0377
 GH0377.Click photographs - Photos may exist for this station.
 GH0377
 GH0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0377
 GH0377.The dynamic height is computed by dividing the NAVD 88
 GH0377.geopotential number by the normal gravity value computed on the
 GH0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0377.degrees latitude (g = 980.6199 gals.).
 GH0377
 GH0377.The modeled gravity was interpolated from observed gravity values.
 GH0377
 GH0377. The following values were computed from the NAD 83(1993) position.
 GH0377
 GH0377;                    North         East     Units Scale Factor Converg.
 GH0377;SPC OK N     -   123,897.829   608,807.886   MT  0.99994580   +0 03 27.9
 GH0377;SPC OK N     -   406,488.13  1,997,397.21   sFT  0.99994580   +0 03 27.9
 GH0377;UTM  14      - 3,997,442.745   598,801.429   MT  0.99972028   +0 38 49.7
 GH0377
 GH0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0377!SPC OK N     -   0.99994853  x   0.99994580  =   0.99989433
 GH0377!UTM  14      -   0.99994853  x   0.99972028  =   0.99966882
 GH0377
 GH0377:                Primary Azimuth Mark                     Grid Az
 GH0377:SPC OK N     -  BURSON RESET                             195 18 58.9
 GH0377:UTM  14      -  BURSON RESET                             194 43 37.1
 GH0377
 GH0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9880197442(NAD 83)
 GH0377
 GH0377|---------------------------------------------------------------------|
 GH0377| PID    Reference Object                     Distance      Geod. Az  |
 GH0377|                                                           dddmmss.s |
 GH0377| GH0376 HENNESSEY AZ MK                                    0875417.0 |
 GH0377| FJ1152 BURSON RESET                        APPROX.21.9 KM 1952226.8 |
 GH0377| GH0379 7 H 37 TT                                          26953     |
 GH0377|---------------------------------------------------------------------|
 GH0377
 GH0377                          SUPERSEDED SURVEY CONTROL
 GH0377
 GH0377  NAD 83(1986)-  36 06 59.88061(N)    097 54 07.77225(W) AD(       ) 2
 GH0377  NAD 27      -  36 06 59.74686(N)    097 54 06.57197(W) AD(       ) 2
 GH0377  NGVD 29 (??/??/92)  355.297  (m)         1165.67   (f) SUPERSEDED  1 2
 GH0377  NGVD 29 (04/22/92)  355.297  (m)         1165.67   (f) ADJUSTED    1 2
 GH0377  NGVD 29             355.30   (m)         1165.7    (f) LEVELING    3  
 GH0377
 GH0377.Superseded values are not recommended for survey control.
 GH0377
 GH0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0377.See file dsdata.pdf to determine how the superseded data were derived.
 GH0377
 GH0377_MARKER: DS = TRIANGULATION STATION DISK
 GH0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0377_STAMPING: HENNESSEY 1951
 GH0377_MARK LOGO: CGS
 GH0377_PROJECTION: RECESSED 5 CENTIMETERS
 GH0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0377+STABILITY: SURFACE MOTION
 GH0377
 GH0377  HISTORY     - Date     Condition        Report By
 GH0377  HISTORY     - 1951     MONUMENTED       CGS
 GH0377  HISTORY     - 1953     GOOD             CGS
 GH0377  HISTORY     - 1953     GOOD             CGS
 GH0377  HISTORY     - 1955     GOOD             USGS
 GH0377  HISTORY     - 1962     GOOD             CGS
 GH0377  HISTORY     - 1963     GOOD             CGS
 GH0377  HISTORY     - 1985     GOOD             NGS
 GH0377
 GH0377                          STATION DESCRIPTION
 GH0377
 GH0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0377'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 51, AT
 GH0377'THE EXTREME NORTHWEST EDGE OF HENNESSEY.  IT IS SITUATED 55 FEET
 GH0377'SOUTHEAST FROM THE CENTER OF A T-ROAD INTERSECTION AND 44 FEET
 GH0377'NORTH-NORTHEAST OF A POWER LINE POLE.  IT IS STAMPED HENNESSEY 1951
 GH0377'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 GH0377'
 GH0377'REFERENCE MARK NO. 1 IS AN OKLAHOMA CONSERVATION COMMISSION STATE
 GH0377'SURVEY MARK.  IT IS SITUATED 48 FEET SOUTH FROM THE CENTER OF STATE
 GH0377'HIGHWAY 51 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 GH0377'STAMPED TT 7 37 1938 AND PROJECTS 4 INCHES.
 GH0377'
 GH0377'REFERENCE MARK NO. 2 IS SITUATED IN AN EAST-WESY FENCE LINE, 45 FEET
 GH0377'NORTH FROM THE CENTER OF STATE HIGHWAY 51 AND 1 FOOT WEST OF A
 GH0377'WITNESS POST.  IT IS STAMPED HENNESSEY NO 2 1951 AND PROJECTS 4
 GH0377'INCHES.
 GH0377'
 GH0377'THE AZIMUTH MARK IS SITUATED AT THE END OF THE U. S. HIGHWAY 81 AND
 GH0377'STATE HIGHWAY 51.  IT IS 39 FEET NORTH FROM THE CENTER OF THE TWO
 GH0377'HIGHWAYS, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT
 GH0377'SOUTHWEST OF A WITNESS POST.  IT IS STAMPED HENNESSEY 1951 AND
 GH0377'PROJECTS 4 INCHES.
 GH0377'
 GH0377'TO REACH THE STATION FROM THE POST OFFICE IN HENNESSEY, GO NORTH ON
 GH0377'U. S. HIGHWAY 81 FOR 0.5 MILE TO ITS JUNCTION WITH STATE HIGHWAY 51,
 GH0377'TURN LEFT AND GO WEST ON STATE HIGHWAY 51 FOR 0.15 MILE TO THE
 GH0377'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 GH0377'THE STATION, GO EAST ON STATE HIGHWAY 51 FOR 0.3 MILE TO THE MARK
 GH0377'ON THE LEFT AS DESCRIBED.
 GH0377
 GH0377                          STATION RECOVERY (1953)
 GH0377
 GH0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (R)
 GH0377'0.5 MILE NORTH ALONG U. S. HIGHWAY 81 FROM THE FIRST NATIONAL BANK AT
 GH0377'HENNESSEY,THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 51, 39 FEET SOUTH
 GH0377'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE
 GH0377'OF A ROAD LEADING SOUTH, 44 FEET NORTHEAST OF A POWER POLE, A
 GH0377'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GH0377'WHICH IS FLUSH WITH THE GROUND, STAMPED HENNESSEY 1951.
 GH0377'
 GH0377'HENNESSEY R. M. 1 IS BENCH NARK T T 7 37 (OKLA.C.C).  IT IS 598 FEET
 GH0377'WEST OF TRIANGULATION STATION HENNESSEY 1951.  48 FEET SOUTH OF THE
 GH0377'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF
 GH0377'A WITNESS POST, AN OKLAHOMA CONCERVATION COMMISSION DISK SET IN THE
 GH0377'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 GH0377'STAMPED 7 37 T T 1938.
 GH0377'
 GH0377'HENNESSEY R. M. 2 IS 87.5 FEET NORTH OF TRIANGULATION STATION
 GH0377'HENNESSEY 1951.  48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31
 GH0377'FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 13
 GH0377'FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A
 GH0377'WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A
 GH0377'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED
 GH0377'HENNESSEY NO 2 1951.
 GH0377'
 GH0377'HENNESSEY 1951 AZIMUTH IS 0.3 MILE EAST OF TRAINGULATION STATION
 GH0377'HENNESSEY 1951, AT A JUNCTION OF U. S. HIGHWAY 81 AND STATE HIGHWAY
 GH0377'51, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A CURVE IN
 GH0377'THE HIGHWAY, 33 FEET WEST OF A POWER POLE, 1.2 FEET SOUTH OF A
 GH0377'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 GH0377'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0377'GROUND, STAMPED HENNESSEY 1951.
 GH0377
 GH0377                          STATION RECOVERY (1953)
 GH0377
 GH0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GH0377'0.8 MI N FROM HENNESSEY.
 GH0377'0.5 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE FIRST NATIONAL BANK
 GH0377'AT HENNESSEY, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 51,
 GH0377'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF
 GH0377'THE CENTER LINE OF A ROAD LEADING SOUTH, 44 FEET NORTHEAST
 GH0377'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 GH0377'WITH THE GROUND.
 GH0377
 GH0377                          STATION RECOVERY (1955)
 GH0377
 GH0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GH0377'RECOVERED IN GOOD CONDITION.
 GH0377
 GH0377                          STATION RECOVERY (1962)
 GH0377
 GH0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SHD)
 GH0377'STATION WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 GH0377'DESTROYED.
 GH0377
 GH0377                          STATION RECOVERY (1963)
 GH0377
 GH0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0377'STATION RECOVERED AS DESCRIBED IN 1953 WITH THE EXCEPTIONS STATED.
 GH0377'THE MEASURMENT FROM THE CENTERLINE OF THE ROAD LEADING SOUTH IS 34
 GH0377'FEET EAST, NOT WEST.  REFERENCE MARK 2 IS AS DESCRIBED.  REFERENCE
 GH0377'MARK 1, (TT 7 37 OKLA. C.C.) WAS SEARCHED FOR AND NOT FOUND.  THE
 GH0377'AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THERE HAS BEEN
 GH0377'CONSIDERABLE GRADING AND CONSTRUCTION IN THE AREA WHICH PROBABLY
 GH0377'ACCOUNTS FOR THE LOST MARKS.  DUE TO CONSTRUCTION IN THE AREA A
 GH0377'STEEL TOWER IS NEEDED TO SEE OUT IN ALL DIRECTIONS.
 GH0377'
 GH0377'THE STATION WAS USED FOR CHECK ANGLE PURPOSES AND NOT OCCUPIED BY AN
 GH0377'OBSERVING PARTY.
 GH0377
 GH0377                          STATION RECOVERY (1985)
 GH0377
 GH0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0377'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.01 KM (0.63
 GH0377'MI) NORTH ALONG MAIN STREET (US HIGHWAY 81) FROM THE POST OFFICE AT
 GH0377'HENNESSEY, THENCE 0.30 KM (0.19 MI) WEST ALONG STATE HIGHWAY 51, IN
 GH0377'THE SOUTHEAST CORNER OF THE T JUNCTION OF ARAPAHO STREET LEADING
 GH0377'SOUTH, 12.5 METERS (41 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.0
 GH0377'METERS (36 FT) EAST OF THE CENTER OF THE STREET, 4.1 METERS (13.5 FT)
 GH0377'EAST-NORTHEAST OF A POWER POLE AT THE SOUTH SIDE OF THE HIGHWAY
 GH0377'CROSSING, 26.7 METERS (87.7 FT) SOUTH OF RM 2 AND 2.4 METERS (8 FT)
 GH0377'EAST OF A FIRE HYDRANT.
 GH0377'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 GH0377'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0788 ***********************************************************************
 GH0788  DESIGNATION -  HENNESSEY CONTL PIPE MW MAST
 GH0788  PID         -  GH0788
 GH0788  STATE/COUNTY-  OK/KINGFISHER
 GH0788  COUNTRY     -  US
 GH0788  USGS QUAD   -  UNION (2018)
 GH0788
 GH0788                         *CURRENT SURVEY CONTROL
 GH0788  ______________________________________________________________________
 GH0788* NAD 83(1993) POSITION- 36 03 48.53612(N) 097 51 39.99315(W)   ADJUSTED
 GH0788  ______________________________________________________________________
 GH0788  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 GH0788  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 GH0788  HORZ ORDER      -  THIRD
 GH0788
 GH0788.The horizontal coordinates were established by classical geodetic methods
 GH0788.and adjusted by the National Geodetic Survey in November 1994.
 GH0788
 GH0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0788.GEOID18 height accuracy estimate available here.
 GH0788
 GH0788.Click photographs - Photos may exist for this station.
 GH0788
 GH0788.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0788
 GH0788. The following values were computed from the NAD 83(1993) position.
 GH0788
 GH0788;                    North         East     Units Scale Factor Converg.
 GH0788;SPC OK N     -   118,005.126   612,512.195   MT  0.99994705   +0 04 55.1
 GH0788;SPC OK N     -   387,155.15  2,009,550.43   sFT  0.99994705   +0 04 55.1
 GH0788;UTM  14      - 3,991,589.728   602,565.282   MT  0.99972962   +0 40 13.8
 GH0788
 GH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0256591589(NAD 83)
 GH0788
 GH0788                          SUPERSEDED SURVEY CONTROL
 GH0788
 GH0788  NAD 83(1986)-  36 03 48.54134(N)    097 51 39.97959(W) AD(       ) 3
 GH0788  NAD 27      -  36 03 48.39872(N)    097 51 38.78813(W) AD(       ) 3
 GH0788
 GH0788.Superseded values are not recommended for survey control.
 GH0788
 GH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0788.See file dsdata.pdf to determine how the superseded data were derived.
 GH0788
 GH0788_MARKER: 44 = MICROWAVE MAST
 GH0788
 GH0788  HISTORY     - Date     Condition        Report By
 GH0788  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0788
 GH0788                          STATION DESCRIPTION
 GH0788
 GH0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0788'THE STATION IS THE TOP CENTER OF THE MICROWAVE MAST.  IT IS
 GH0788'LOCATED 3-1/2 MILES SOUTH AND 2 MILES EAST OF HENNESSEY.  IT IS
 GH0788'A TRIANGULAR SHAPED MAST, PAINTED ALTERNATELY RED AND WHITE WITH
 GH0788'AN OVERALL HEIGHT OF 210 FEET.  THERE IS AN OCTAGON-SHAPED
 GH0788'ANTENNA ON THE SOUTH SIDE.
 GH0788'
 GH0788'THE MAST IS OWNED BY THE CONTINENTAL OIL COMPANY OF PONCA CITY,
 GH0788'OKLAHOMA.
 GH0788'
 GH0788'TO REACH THE STATION FROM THE POST OFFICE IN HENNESSEY GO
 GH0788'SOUTH ON U.S. HIGHWAY 81 FOR 4.0 MILES TO A SIDE ROAD LEFT.  TURN
 GH0788'LEFT AND GO EAST ON GRADED ROAD FOR 2.5 MILES TO CROSSROAD.  TURN
 GH0788'LEFT AND GO NORTH ON GRADED ROAD FOR 0.5 MILE TO A SIDE ROAD
 GH0788'LEFT.  TURN LEFT AND GO WEST ON FIELD ROAD FOR 0.5 MILE TO
 GH0788'THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0791 ***********************************************************************
 GH0791  DESIGNATION -  HENNESSEY ELEV CEN SQUARE TOP
 GH0791  PID         -  GH0791
 GH0791  STATE/COUNTY-  OK/KINGFISHER
 GH0791  COUNTRY     -  US
 GH0791  USGS QUAD   -  HENNESSEY (2018)
 GH0791
 GH0791                         *CURRENT SURVEY CONTROL
 GH0791  ______________________________________________________________________
 GH0791* NAD 83(1993) POSITION- 36 06 35.01222(N) 097 54 03.61078(W)   ADJUSTED
 GH0791  ______________________________________________________________________
 GH0791  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 GH0791  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 GH0791  HORZ ORDER      -  THIRD
 GH0791
 GH0791.The horizontal coordinates were established by classical geodetic methods
 GH0791.and adjusted by the National Geodetic Survey in November 1994.
 GH0791
 GH0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0791.GEOID18 height accuracy estimate available here.
 GH0791
 GH0791.Click photographs - Photos may exist for this station.
 GH0791
 GH0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0791
 GH0791. The following values were computed from the NAD 83(1993) position.
 GH0791
 GH0791;                    North         East     Units Scale Factor Converg.
 GH0791;SPC OK N     -   123,131.637   608,913.070   MT  0.99994591   +0 03 30.3
 GH0791;SPC OK N     -   403,974.38  1,997,742.30   sFT  0.99994591   +0 03 30.3
 GH0791;UTM  14      - 3,996,677.848   598,914.463   MT  0.99972055   +0 38 51.8
 GH0791
 GH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9891496677(NAD 83)
 GH0791
 GH0791                          SUPERSEDED SURVEY CONTROL
 GH0791
 GH0791  NAD 83(1986)-  36 06 35.01753(N)    097 54 03.59771(W) AD(       ) 3
 GH0791  NAD 27      -  36 06 34.87900(N)    097 54 02.34100(W) AD(       ) 3
 GH0791  USSD        -  36 06 34.80800(N)    097 54 02.63700(W) AD(       ) 3
 GH0791
 GH0791.Superseded values are not recommended for survey control.
 GH0791
 GH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0791.See file dsdata.pdf to determine how the superseded data were derived.
 GH0791
 GH0791_MARKER: 65 = GRAIN ELEVATOR
 GH0791
 GH0791  HISTORY     - Date     Condition        Report By
 GH0791  HISTORY     - 1902     FIRST OBSERVED   CGS
 GH0791
 GH0791                          STATION DESCRIPTION
 GH0791
 GH0791'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0795 ***********************************************************************
 GH0795  DESIGNATION -  HENNESSEY FARMERS CO OP ELEV
 GH0795  PID         -  GH0795
 GH0795  STATE/COUNTY-  OK/KINGFISHER
 GH0795  COUNTRY     -  US
 GH0795  USGS QUAD   -  HENNESSEY (2018)
 GH0795
 GH0795                         *CURRENT SURVEY CONTROL
 GH0795  ______________________________________________________________________
 GH0795* NAD 83(1993) POSITION- 36 06 36.88410(N) 097 54 00.47291(W)   ADJUSTED
 GH0795  ______________________________________________________________________
 GH0795  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 GH0795  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GH0795  HORZ ORDER      -  THIRD
 GH0795
 GH0795.The horizontal coordinates were established by classical geodetic methods
 GH0795.and adjusted by the National Geodetic Survey in November 1994.
 GH0795
 GH0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0795.GEOID18 height accuracy estimate available here.
 GH0795
 GH0795.Click photographs - Photos may exist for this station.
 GH0795
 GH0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0795
 GH0795. The following values were computed from the NAD 83(1993) position.
 GH0795
 GH0795;                    North         East     Units Scale Factor Converg.
 GH0795;SPC OK N     -   123,189.410   608,991.487   MT  0.99994590   +0 03 32.2
 GH0795;SPC OK N     -   404,163.92  1,997,999.57   sFT  0.99994590   +0 03 32.2
 GH0795;UTM  14      - 3,996,736.411   598,992.264   MT  0.99972074   +0 38 53.7
 GH0795
 GH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9899296736(NAD 83)
 GH0795
 GH0795                          SUPERSEDED SURVEY CONTROL
 GH0795
 GH0795  NAD 83(1986)-  36 06 36.88929(N)    097 54 00.45900(W) AD(       ) 3
 GH0795  NAD 27      -  36 06 36.75623(N)    097 53 59.25919(W) AD(       ) 3
 GH0795
 GH0795.Superseded values are not recommended for survey control.
 GH0795
 GH0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0795.See file dsdata.pdf to determine how the superseded data were derived.
 GH0795
 GH0795_MARKER: 65 = GRAIN ELEVATOR
 GH0795
 GH0795  HISTORY     - Date     Condition        Report By
 GH0795  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0795
 GH0795                          STATION DESCRIPTION
 GH0795
 GH0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0795'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 165 FOOT
 GH0795'HIGH ELEVATOR, THE HIGHEST ONE OF FOUR ELEVATORS, LOCATED ABOUT 350
 GH0795'FEET WEST OF THE INTERSECTION OF MAIN AND THIRD STREETS IN
 GH0795'HENNESSEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0794 ***********************************************************************
 GH0794  DESIGNATION -  HENNESSEY MUNICIPAL WATER TANK
 GH0794  PID         -  GH0794
 GH0794  STATE/COUNTY-  OK/KINGFISHER
 GH0794  COUNTRY     -  US
 GH0794  USGS QUAD   -  HENNESSEY (2018)
 GH0794
 GH0794                         *CURRENT SURVEY CONTROL
 GH0794  ______________________________________________________________________
 GH0794* NAD 83(1993) POSITION- 36 06 24.91234(N) 097 53 54.26057(W)   ADJUSTED
 GH0794  ______________________________________________________________________
 GH0794  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 GH0794  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GH0794  HORZ ORDER      -  THIRD
 GH0794
 GH0794.The horizontal coordinates were established by classical geodetic methods
 GH0794.and adjusted by the National Geodetic Survey in November 1994.
 GH0794
 GH0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0794.GEOID18 height accuracy estimate available here.
 GH0794
 GH0794.Click photographs - Photos may exist for this station.
 GH0794
 GH0794.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0794
 GH0794. The following values were computed from the NAD 83(1993) position.
 GH0794
 GH0794;                    North         East     Units Scale Factor Converg.
 GH0794;SPC OK N     -   122,820.592   609,147.239   MT  0.99994596   +0 03 35.8
 GH0794;SPC OK N     -   402,953.89  1,998,510.57   sFT  0.99994596   +0 03 35.8
 GH0794;UTM  14      - 3,996,369.297   599,151.765   MT  0.99972113   +0 38 57.2
 GH0794
 GH0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9915196369(NAD 83)
 GH0794
 GH0794                          SUPERSEDED SURVEY CONTROL
 GH0794
 GH0794  NAD 83(1986)-  36 06 24.91774(N)    097 53 54.24717(W) AD(       ) 3
 GH0794  NAD 27      -  36 06 24.78329(N)    097 53 53.04780(W) AD(       ) 3
 GH0794
 GH0794.Superseded values are not recommended for survey control.
 GH0794
 GH0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0794.See file dsdata.pdf to determine how the superseded data were derived.
 GH0794
 GH0794_MARKER: 53 = ELEVATED TANK
 GH0794
 GH0794  HISTORY     - Date     Condition        Report By
 GH0794  HISTORY     - 1951     FIRST OBSERVED   CGS
 GH0794  HISTORY     - 1963     GOOD             CGS
 GH0794
 GH0794                          STATION DESCRIPTION
 GH0794
 GH0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0794'THE STATION IS LOCATED 2 BLOCKS SOUTH AND ONE HALF BLOCK EAST OF THE
 GH0794'CENTER OF HENNESSEY ON CITY PROPERTY.
 GH0794'
 GH0794'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND
 GH0794'HAS AN OVER-ALL HEIGHT OF 125.0 FEET.  THE TANK IS PAINTED SILVER
 GH0794'WITH HENNESSEY PAINTED IN BLACK ON THE NORTH AND SOUTH SIDE.  IT
 GH0794'HAS A CONICAL ROOF WITH A BALL AT THE APEX.  THE POINT OBSERVED
 GH0794'UPON WAS THE BALL AT THE APEX OF THE ROOF.
 GH0794
 GH0794                          STATION RECOVERY (1963)
 GH0794
 GH0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0794'THE STATION IS THE CENTER OF THE TOP OF AN OVAL SHAPED, ELEVATED
 GH0794'TANK, LOCATED NEAR THE CENTER OF THE TOWN OF HENNESSEY, ABOUT 225
 GH0794'FEET SOUTHEAST OF THE INTERSECTION OF MAIN AND FIFTH STREETS.
 GH0794'IT IS 120 FEET HIGH.
 GH0794'
 GH0794'PROBABLY THE SAME STATION AS LOCATED IN 1951.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0797 ***********************************************************************
 GH0797  DESIGNATION -  HENNESSEY MUNICIPAL STANDPIPE
 GH0797  PID         -  GH0797
 GH0797  STATE/COUNTY-  OK/KINGFISHER
 GH0797  COUNTRY     -  US
 GH0797  USGS QUAD   -  HENNESSEY (2018)
 GH0797
 GH0797                         *CURRENT SURVEY CONTROL
 GH0797  ______________________________________________________________________
 GH0797* NAD 83(1993) POSITION- 36 06 55.84389(N) 097 54 07.09331(W)   ADJUSTED
 GH0797  ______________________________________________________________________
 GH0797  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 GH0797  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GH0797  HORZ ORDER      -  THIRD
 GH0797
 GH0797.The horizontal coordinates were established by classical geodetic methods
 GH0797.and adjusted by the National Geodetic Survey in November 1994.
 GH0797
 GH0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0797.GEOID18 height accuracy estimate available here.
 GH0797
 GH0797.Click photographs - Photos may exist for this station.
 GH0797
 GH0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0797
 GH0797. The following values were computed from the NAD 83(1993) position.
 GH0797
 GH0797;                    North         East     Units Scale Factor Converg.
 GH0797;SPC OK N     -   123,773.598   608,825.326   MT  0.99994582   +0 03 28.3
 GH0797;SPC OK N     -   406,080.55  1,997,454.42   sFT  0.99994582   +0 03 28.3
 GH0797;UTM  14      - 3,997,318.728   598,820.142   MT  0.99972032   +0 38 50.1
 GH0797
 GH0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9882097318(NAD 83)
 GH0797
 GH0797                          SUPERSEDED SURVEY CONTROL
 GH0797
 GH0797  NAD 83(1986)-  36 06 55.84911(N)    097 54 07.08005(W) AD(       ) 3
 GH0797  NAD 27      -  36 06 55.71332(N)    097 54 05.87773(W) AD(       ) 3
 GH0797
 GH0797.Superseded values are not recommended for survey control.
 GH0797
 GH0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0797.See file dsdata.pdf to determine how the superseded data were derived.
 GH0797
 GH0797_MARKER: 52 = STANDPIPE TANK
 GH0797
 GH0797  HISTORY     - Date     Condition        Report By
 GH0797  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0797
 GH0797                          STATION DESCRIPTION
 GH0797
 GH0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0797'STATION IS LOCATED AT THE NORTH EDGE OF HENNESSEY, 0.05 MILE
 GH0797'SOUTH OF STATE HIGHWAY 51, 0.2 MILE WEST OF U.S. HIGHWAY 81,
 GH0797'110 FEET EAST OF A NORTH-SOUTH SURFACED ROAD AND INSIDE A CYCLONE
 GH0797'FENCED AREA.
 GH0797'
 GH0797'A LARGE STEEL STANDPIPE, PAINTED SILVER IN COLOR AND IS
 GH0797'APPROXIMATELY 140 FEET IN HEIGHT.
 GH0797'
 GH0797'POINT INTERSECTED, WAS TOP-CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0378 ***********************************************************************
 GH0378  DESIGNATION -  HENNESSEY RM 2
 GH0378  PID         -  GH0378
 GH0378  STATE/COUNTY-  OK/KINGFISHER
 GH0378  COUNTRY     -  US
 GH0378  USGS QUAD   -  HENNESSEY (2018)
 GH0378
 GH0378                         *CURRENT SURVEY CONTROL
 GH0378  ______________________________________________________________________
 GH0378* NAD 83(1986) POSITION- 36 06 59.     (N) 097 54 07.     (W)   SCALED
 GH0378* NAVD 88 ORTHO HEIGHT -   355.758 (meters)     1167.18  (feet) ADJUSTED
 GH0378  ______________________________________________________________________
 GH0378  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 GH0378  DYNAMIC HEIGHT  -        355.438 (meters)     1166.13  (feet) COMP
 GH0378  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 GH0378
 GH0378  VERT ORDER      -  FIRST     CLASS II
 GH0378
 GH0378.The horizontal coordinates were scaled from a map and have
 GH0378.an estimated accuracy of +/- 6 seconds.
 GH0378
 GH0378.The orthometric height was determined by differential leveling and
 GH0378.adjusted by the NATIONAL GEODETIC SURVEY
 GH0378.in June 1991.
 GH0378
 GH0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0378.GEOID18 height accuracy estimate available here.
 GH0378
 GH0378.Click photographs - Photos may exist for this station.
 GH0378
 GH0378.The dynamic height is computed by dividing the NAVD 88
 GH0378.geopotential number by the normal gravity value computed on the
 GH0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0378.degrees latitude (g = 980.6199 gals.).
 GH0378
 GH0378.The modeled gravity was interpolated from observed gravity values.
 GH0378
 GH0378;                    North         East    Units  Estimated Accuracy
 GH0378;SPC OK N     -   123,870.      608,830.      MT  (+/- 180 meters Scaled)
 GH0378
 GH0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE988974(NAD 83)
 GH0378
 GH0378                          SUPERSEDED SURVEY CONTROL
 GH0378
 GH0378  NGVD 29 (??/??/92)  355.585  (m)         1166.62   (f) ADJ UNCH    1 2
 GH0378
 GH0378.Superseded values are not recommended for survey control.
 GH0378
 GH0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0378.See file dsdata.pdf to determine how the superseded data were derived.
 GH0378
 GH0378_MARKER: DR = REFERENCE MARK DISK
 GH0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0378_STAMPING: HENNESSEY NO 2 1951
 GH0378_MARK LOGO: CGS
 GH0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0378+STABILITY: SURFACE MOTION
 GH0378
 GH0378  HISTORY     - Date     Condition        Report By
 GH0378  HISTORY     - 1951     MONUMENTED       CGS
 GH0378  HISTORY     - 1953     GOOD             CGS
 GH0378  HISTORY     - 1985     GOOD             NGS
 GH0378
 GH0378                          STATION DESCRIPTION
 GH0378
 GH0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0378'0.8 MI N FROM HENNESSEY.
 GH0378'0.5 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE FIRST NATIONAL
 GH0378'BANK AT HENNESSEY, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY 51,
 GH0378'87.5 FEET NORTH OF TRIANGULATION STATION HENNESSEY 1951,
 GH0378'48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF
 GH0378'THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 13 FEET EAST
 GH0378'OF A POWER POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF
 GH0378'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0378'0.4 FOOT ABOVE THE GROUND.
 GH0378
 GH0378                          STATION RECOVERY (1985)
 GH0378
 GH0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0792 ***********************************************************************
 GH0792  DESIGNATION -  HENNESSEY ROLLER MILL STACK
 GH0792  PID         -  GH0792
 GH0792  STATE/COUNTY-  OK/KINGFISHER
 GH0792  COUNTRY     -  US
 GH0792  USGS QUAD   -  HENNESSEY (2018)
 GH0792
 GH0792                         *CURRENT SURVEY CONTROL
 GH0792  ______________________________________________________________________
 GH0792* NAD 83(1993) POSITION- 36 06 49.78881(N) 097 54 05.83363(W)   ADJUSTED
 GH0792  ______________________________________________________________________
 GH0792  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 GH0792  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 GH0792  HORZ ORDER      -  THIRD
 GH0792
 GH0792.The horizontal coordinates were established by classical geodetic methods
 GH0792.and adjusted by the National Geodetic Survey in November 1994.
 GH0792
 GH0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0792.GEOID18 height accuracy estimate available here.
 GH0792
 GH0792.Click photographs - Photos may exist for this station.
 GH0792
 GH0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0792
 GH0792. The following values were computed from the NAD 83(1993) position.
 GH0792
 GH0792;                    North         East     Units Scale Factor Converg.
 GH0792;SPC OK N     -   123,587.007   608,857.017   MT  0.99994584   +0 03 29.0
 GH0792;SPC OK N     -   405,468.37  1,997,558.40   sFT  0.99994584   +0 03 29.0
 GH0792;UTM  14      - 3,997,132.515   598,853.743   MT  0.99972041   +0 38 50.7
 GH0792
 GH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9885397132(NAD 83)
 GH0792
 GH0792                          SUPERSEDED SURVEY CONTROL
 GH0792
 GH0792  NAD 83(1986)-  36 06 49.79407(N)    097 54 05.82026(W) AD(       ) 3
 GH0792  NAD 27      -  36 06 49.66000(N)    097 54 04.62000(W) AD(       ) 3
 GH0792  USSD        -  36 06 49.59000(N)    097 54 04.91000(W) AD(       ) 3
 GH0792
 GH0792.Superseded values are not recommended for survey control.
 GH0792
 GH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0792.See file dsdata.pdf to determine how the superseded data were derived.
 GH0792
 GH0792_MARKER: 63 = STACK
 GH0792
 GH0792  HISTORY     - Date     Condition        Report By
 GH0792  HISTORY     - 1902     FIRST OBSERVED   CGS
 GH0792
 GH0792                          STATION DESCRIPTION
 GH0792
 GH0792'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0789 ***********************************************************************
 GH0789  DESIGNATION -  HENNESSEY SCHOOLHOUSE DOME
 GH0789  PID         -  GH0789
 GH0789  STATE/COUNTY-  OK/KINGFISHER
 GH0789  COUNTRY     -  US
 GH0789  USGS QUAD   -  HENNESSEY (2018)
 GH0789
 GH0789                         *CURRENT SURVEY CONTROL
 GH0789  ______________________________________________________________________
 GH0789* NAD 83(1993) POSITION- 36 06 14.65489(N) 097 53 54.72549(W)   ADJUSTED
 GH0789  ______________________________________________________________________
 GH0789  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 GH0789  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 GH0789  HORZ ORDER      -  THIRD
 GH0789
 GH0789.The horizontal coordinates were established by classical geodetic methods
 GH0789.and adjusted by the National Geodetic Survey in November 1994.
 GH0789
 GH0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0789.GEOID18 height accuracy estimate available here.
 GH0789
 GH0789.Click photographs - Photos may exist for this station.
 GH0789
 GH0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0789
 GH0789. The following values were computed from the NAD 83(1993) position.
 GH0789
 GH0789;                    North         East     Units Scale Factor Converg.
 GH0789;SPC OK N     -   122,504.437   609,135.941   MT  0.99994602   +0 03 35.6
 GH0789;SPC OK N     -   401,916.64  1,998,473.50   sFT  0.99994602   +0 03 35.6
 GH0789;UTM  14      - 3,996,053.114   599,143.721   MT  0.99972111   +0 38 56.7
 GH0789
 GH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9914396053(NAD 83)
 GH0789
 GH0789                          SUPERSEDED SURVEY CONTROL
 GH0789
 GH0789  NAD 83(1986)-  36 06 14.66028(N)    097 53 54.71259(W) AD(       ) 3
 GH0789  NAD 27      -  36 06 14.53000(N)    097 53 53.52100(W) AD(       ) 3
 GH0789  USSD        -  36 06 14.45800(N)    097 53 53.81600(W) AD(       ) 3
 GH0789
 GH0789.Superseded values are not recommended for survey control.
 GH0789
 GH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0789.See file dsdata.pdf to determine how the superseded data were derived.
 GH0789
 GH0789_MARKER: 87 = DOME
 GH0789
 GH0789  HISTORY     - Date     Condition        Report By
 GH0789  HISTORY     - 1902     FIRST OBSERVED   CGS
 GH0789
 GH0789                          STATION DESCRIPTION
 GH0789
 GH0789'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0793 ***********************************************************************
 GH0793  DESIGNATION -  HENNESSEY SMITH TRUCK CO MAST
 GH0793  PID         -  GH0793
 GH0793  STATE/COUNTY-  OK/KINGFISHER
 GH0793  COUNTRY     -  US
 GH0793  USGS QUAD   -  HENNESSEY (2018)
 GH0793
 GH0793                         *CURRENT SURVEY CONTROL
 GH0793  ______________________________________________________________________
 GH0793* NAD 83(1993) POSITION- 36 05 42.58286(N) 097 53 49.47369(W)   ADJUSTED
 GH0793  ______________________________________________________________________
 GH0793  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 GH0793  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GH0793  HORZ ORDER      -  THIRD
 GH0793
 GH0793.The horizontal coordinates were established by classical geodetic methods
 GH0793.and adjusted by the National Geodetic Survey in November 1994.
 GH0793
 GH0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0793.GEOID18 height accuracy estimate available here.
 GH0793
 GH0793.Click photographs - Photos may exist for this station.
 GH0793
 GH0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0793
 GH0793. The following values were computed from the NAD 83(1993) position.
 GH0793
 GH0793;                    North         East     Units Scale Factor Converg.
 GH0793;SPC OK N     -   121,516.090   609,268.343   MT  0.99994620   +0 03 38.7
 GH0793;SPC OK N     -   398,674.04  1,998,907.89   sFT  0.99994620   +0 03 38.7
 GH0793;UTM  14      - 3,995,066.402   599,286.246   MT  0.99972146   +0 38 59.3
 GH0793
 GH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9928695066(NAD 83)
 GH0793
 GH0793                          SUPERSEDED SURVEY CONTROL
 GH0793
 GH0793  NAD 83(1986)-  36 05 42.58808(N)    097 53 49.46018(W) AD(       ) 3
 GH0793  NAD 27      -  36 05 42.45222(N)    097 53 48.24613(W) AD(       ) 3
 GH0793
 GH0793.Superseded values are not recommended for survey control.
 GH0793
 GH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0793.See file dsdata.pdf to determine how the superseded data were derived.
 GH0793
 GH0793_MARKER: 42 = RADIO/TV MAST
 GH0793
 GH0793  HISTORY     - Date     Condition        Report By
 GH0793  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0793  HISTORY     - 1968     GOOD             CGS
 GH0793
 GH0793                          STATION DESCRIPTION
 GH0793
 GH0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0793'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH MAST, LOCATED
 GH0793'ABOUT 1 MILE SOUTH-SOUTHEAST OF THE CENTER OF TOWN AND ABOUT 400
 GH0793'FEET EAST OF U. S. HIGHWAY 81.
 GH0793'
 GH0793'THE MAST IS IDENTIFIED AS KAZ 335.
 GH0793
 GH0793                          STATION RECOVERY (1968)
 GH0793
 GH0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0793'STATION IS LOCATED 1/4 MILE SOUTH OF THE CENTER OF HENNESSEY, 500
 GH0793'FEET EAST OF U.S. HIGHWAY 81 AND ON THE COMPANY PROPERTY.
 GH0793'
 GH0793'A TRIANGULAR SHAPED STEEL MAST, 160 FEET IN HEIGHT, PAINTED
 GH0793'RED-WHITE ALTERNATE SECTIONS AND HAS A RED LIGHT AT TOP.
 GH0793'
 GH0793'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0798 ***********************************************************************
 GH0798  DESIGNATION -  HENNESSEY W ELEC CORP MW MAST
 GH0798  PID         -  GH0798
 GH0798  STATE/COUNTY-  OK/KINGFISHER
 GH0798  COUNTRY     -  US
 GH0798  USGS QUAD   -  HENNESSEY (2018)
 GH0798
 GH0798                         *CURRENT SURVEY CONTROL
 GH0798  ______________________________________________________________________
 GH0798* NAD 83(1993) POSITION- 36 07 04.95223(N) 097 58 21.39639(W)   ADJUSTED
 GH0798  ______________________________________________________________________
 GH0798  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 GH0798  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 GH0798  HORZ ORDER      -  THIRD
 GH0798
 GH0798.The horizontal coordinates were established by classical geodetic methods
 GH0798.and adjusted by the National Geodetic Survey in November 1994.
 GH0798
 GH0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0798.GEOID18 height accuracy estimate available here.
 GH0798
 GH0798.Click photographs - Photos may exist for this station.
 GH0798
 GH0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0798
 GH0798. The following values were computed from the NAD 83(1993) position.
 GH0798
 GH0798;                    North         East     Units Scale Factor Converg.
 GH0798;SPC OK N     -   124,050.217   602,465.754   MT  0.99994578   +0 00 58.2
 GH0798;SPC OK N     -   406,988.09  1,976,589.73   sFT  0.99994578   +0 00 58.2
 GH0798;UTM  14      - 3,997,529.860   592,459.544   MT  0.99970533   +0 36 20.3
 GH0798
 GH0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9245997529(NAD 83)
 GH0798
 GH0798                          SUPERSEDED SURVEY CONTROL
 GH0798
 GH0798  NAD 83(1986)-  36 07 04.95722(N)    097 58 21.38276(W) AD(       ) 3
 GH0798  NAD 27      -  36 07 04.82221(N)    097 58 20.17171(W) AD(       ) 3
 GH0798
 GH0798.Superseded values are not recommended for survey control.
 GH0798
 GH0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0798.See file dsdata.pdf to determine how the superseded data were derived.
 GH0798
 GH0798_MARKER: 44 = MICROWAVE MAST
 GH0798
 GH0798  HISTORY     - Date     Condition        Report By
 GH0798  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0798
 GH0798                          STATION DESCRIPTION
 GH0798
 GH0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0798'STATION IS LOCATED IN A PASTURE, 400 FEET NORTH OF STATE HIGHWAY
 GH0798'51, ABOUT 4 MILES WEST OF HENNESSEY AND 5-1/2 MILES EAST OF LACEY.
 GH0798'
 GH0798'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST, 180 FEET IN
 GH0798'HEIGHT, PAINTED, RED-WHITE SECTIONS, HAS A RED LIGHT AT TOP
 GH0798'AND A ROUND SHAPED FAN MOUNTED ABOUT 60 FEET UP ON THE MAST.
 GH0798'
 GH0798'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DQ7967 ***********************************************************************
 DQ7967  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ7967  DESIGNATION -  HENNESSY OK CORS ARP
 DQ7967  CORS_ID     -  OKHN
 DQ7967  PID         -  DQ7967
 DQ7967  STATE/COUNTY-  OK/KINGFISHER
 DQ7967  COUNTRY     -  US
 DQ7967  USGS QUAD   -  BARR (2018)
 DQ7967
 DQ7967                         *CURRENT SURVEY CONTROL
 DQ7967  ______________________________________________________________________
 DQ7967* NAD 83(2011) POSITION- 36 08 45.65737(N) 098 01 59.19488(W)   ADJUSTED
 DQ7967* NAD 83(2011) ELLIP HT-   346.649 (meters)        (08/??/25)   ADJUSTED
 DQ7967* NAD 83(2011) EPOCH   -  2010.00
 DQ7967  ______________________________________________________________________
 DQ7967  GEOID HEIGHT    -        -27.442 (meters)                     GEOID18
 DQ7967  NAD 83(2011) X  -   -720,630.139 (meters)                     COMP
 DQ7967  NAD 83(2011) Y  - -5,106,138.118 (meters)                     COMP
 DQ7967  NAD 83(2011) Z  -  3,741,491.673 (meters)                     COMP
 DQ7967
 DQ7967.Formal positional accuracy estimates are not available for this CORS
 DQ7967.because its coordinates were determined in part using modeled velocities.
 DQ7967.A time-series residual plot is available that shows daily coordinate
 DQ7967.variations relative to the published coordinates and modeled velocities.
 DQ7967.Large residuals may indicate a potential error in the modeled velocities.
 DQ7967
 DQ7967.Residual plot at:
 DQ7967.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKHN.
 DQ7967
 DQ7967.The coordinates were established by GPS observations
 DQ7967.and adjusted by the National Geodetic Survey in August 2025.
 DQ7967
 DQ7967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7967.been affixed to the stable North American Tectonic Plate. 
 DQ7967
 DQ7967.The coordinates are valid at the epoch date displayed above
 DQ7967.which is a decimal equivalence of Year/Month/Day.
 DQ7967
 DQ7967.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ7967.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ7967.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ7967.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ7967.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ7967.published epoch of 2010.00.
 DQ7967
 DQ7967.Additional information on MYCS is available at:
 DQ7967.https://geodesy.noaa.gov/CORS/index.shtml
 DQ7967
 DQ7967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7967.GEOID18 height accuracy estimate available here.
 DQ7967
 DQ7967.The PID for the CORS L1 Phase Center is DQ7968.
 DQ7967
 DQ7967.Click photographs - Photos may exist for this station.
 DQ7967
 DQ7967.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ7967
 DQ7967.The ellipsoidal height was determined by GPS observations
 DQ7967.and is referenced to NAD 83.
 DQ7967
 DQ7967. The following values were computed from the NAD 83(2011) position.
 DQ7967
 DQ7967;                    North         East     Units Scale Factor Converg.
 DQ7967;SPC OK N     -   127,154.206   597,020.384   MT  0.99994548   -0 01 10.3
 DQ7967;SPC OK N     -   417,171.76  1,958,724.38   sFT  0.99994548   -0 01 10.3
 DQ7967;UTM  14      - 4,000,576.890   586,983.866   MT  0.99969322   +0 34 13.3
 DQ7967
 DQ7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7967!SPC OK N     -   0.99994560  x   0.99994548  =   0.99989108
 DQ7967!UTM  14      -   0.99994560  x   0.99969322  =   0.99963883
 DQ7967
 DQ7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8698300576(NAD 83)
 DQ7967
 DQ7967                          SUPERSEDED SURVEY CONTROL
 DQ7967
 DQ7967  NAD 83(2011)-  36 08 45.66529(N)    098 01 59.19413(W) AD(2010.00) c
 DQ7967  ELLIP H (04/??/25)  346.827  (m)                       GP(2010.00) c c
 DQ7967  NAD 83(2011)-  36 08 45.65913(N)    098 01 59.19841(W) AD(2010.00) c
 DQ7967  ELLIP H (08/??/19)  346.620  (m)                       GP(2010.00) c c
 DQ7967  NAD 83(2011)-  36 08 45.65926(N)    098 01 59.19791(W) AD(2010.00) c
 DQ7967  ELLIP H (04/??/18)  346.630  (m)                       GP(2010.00) c c
 DQ7967
 DQ7967.Superseded values are not recommended for survey control.
 DQ7967
 DQ7967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ7967.See file dsdata.pdf to determine how the superseded data were derived.
 DQ7967
 DQ7967_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ7967
 DQ7967                          STATION DESCRIPTION
 DQ7967
 DQ7967'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ7967'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ7967'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ7967'AND LOG FILES ACCESSIBLE AT:
 DQ7967'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1329 ***********************************************************************
 FJ1329  DESIGNATION -  HENRPORT
 FJ1329  PID         -  FJ1329
 FJ1329  STATE/COUNTY-  OK/OKMULGEE
 FJ1329  COUNTRY     -  US
 FJ1329  USGS QUAD   -  PHAROAH (2018)
 FJ1329
 FJ1329                         *CURRENT SURVEY CONTROL
 FJ1329  ______________________________________________________________________
 FJ1329* NAD 83(1993) POSITION- 35 24 27.44790(N) 096 00 56.37399(W)   ADJUSTED
 FJ1329* NAD 83(1993) ELLIP HT-   229.452 (meters)        (11/28/94)   ADJUSTED
 FJ1329* NAVD 88 ORTHO HEIGHT -   258.2   (meters)      847.    (feet) VERTCON3
 FJ1329  ______________________________________________________________________
 FJ1329  GEOID HEIGHT    -        -29.082 (meters)                     GEOID18
 FJ1329  NAD 83(1993) X  -   -545,437.527 (meters)                     COMP
 FJ1329  NAD 83(1993) Y  - -5,175,883.188 (meters)                     COMP
 FJ1329  NAD 83(1993) Z  -  3,674,952.281 (meters)                     COMP
 FJ1329  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 FJ1329  HORZ ORDER      -  SECOND
 FJ1329  ELLP ORDER      -  FIFTH     CLASS I
 FJ1329
 FJ1329.This mark is at Henryetta Airport (F10)
 FJ1329
 FJ1329.The horizontal coordinates were established by GPS observations
 FJ1329.and adjusted by the National Geodetic Survey in November 1994.
 FJ1329
 FJ1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1329
 FJ1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1329.GEOID18 height accuracy estimate available here.
 FJ1329
 FJ1329.Click photographs - Photos may exist for this station.
 FJ1329
 FJ1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1329
 FJ1329.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1329
 FJ1329.The ellipsoidal height was determined by GPS observations
 FJ1329.and is referenced to NAD 83.
 FJ1329
 FJ1329. The following values were computed from the NAD 83(1993) position.
 FJ1329
 FJ1329;                    North         East     Units Scale Factor Converg.
 FJ1329;SPC OK N     -    47,069.552   780,237.241   MT  1.00003267   +1 10 15.8
 FJ1329;SPC OK N     -   154,427.36  2,559,828.35   sFT  1.00003267   +1 10 15.8
 FJ1329;UTM  14      - 3,922,340.074   771,009.219   MT  1.00050521   +1 43 48.5
 FJ1329;UTM  15      - 3,922,426.460   226,145.835   MT  1.00052432   -1 44 54.0
 FJ1329
 FJ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1329!SPC OK N     -   0.99996399  x   1.00003267  =   0.99999666
 FJ1329!UTM  14      -   0.99996399  x   1.00050521  =   1.00046918
 FJ1329!UTM  15      -   0.99996399  x   1.00052432  =   1.00048829
 FJ1329
 FJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE7100922340(NAD 83)
 FJ1329
 FJ1329                          SUPERSEDED SURVEY CONTROL
 FJ1329
 FJ1329  NAD 83(1986)-  35 24 27.44430(N)    096 00 56.33856(W) AD(       ) 2
 FJ1329  NGVD 29 (11/30/89)  258.1    (m)  RAPSU86  model used  GPS OBS        
 FJ1329
 FJ1329.Superseded values are not recommended for survey control.
 FJ1329
 FJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1329.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1329
 FJ1329_MARKER: I = METAL ROD
 FJ1329_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1329_STAMPING: HENRPORT 1989
 FJ1329_MARK LOGO: NGS
 FJ1329_PROJECTION: FLUSH
 FJ1329_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1329+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1329_ROD/PIPE-DEPTH: 1.7 meters
 FJ1329_SLEEVE-DEPTH  : 1.0 meters
 FJ1329
 FJ1329  HISTORY     - Date     Condition        Report By
 FJ1329  HISTORY     - 1989     MONUMENTED       NGS
 FJ1329
 FJ1329                          STATION DESCRIPTION
 FJ1329
 FJ1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1329'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF HENRYETTA,
 FJ1329'AT THE HENRYETTA MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF THE
 FJ1329'JUNCTION OF THE RUNWAY AND CONNECTING TAXIWAY.  OWNERSHIP--CITY OF
 FJ1329'HENRYETTA, C/O AIRPORT MANAGER SONNY WILLIAMS, P O BOX 608, HENRYETTA
 FJ1329'OK 74437.  PHONE (918) 652-9042.
 FJ1329'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN AND SOUTH TENTH
 FJ1329'STREETS IN HENRYETTA, GO SOUTHERLY FOR 4.5 KM (2.80 MI) ON TENTH
 FJ1329'STREET (WHICH TURNS TO STATE HIGHWAY 124) TO A PAVED ROAD RIGHT.  TURN
 FJ1329'RIGHT AND GO WEST THEN NORTHWEST FOR 0.7 KM (0.45 MI) ON THE AIRPORT
 FJ1329'ENTRANCE ROAD TO THE AIRPORT OFFICE STRAIGHT AHEAD AND A GATE ON THE
 FJ1329'LEFT.  TURN LEFT AND GO WESTERLY FOR 0.2 KM (0.10 MI) PASSING THROUGH
 FJ1329'THE GATE AND ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE
 FJ1329'STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 FJ1329'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1329'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.7 METERS IN A GREASE
 FJ1329'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1329'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED 13.3
 FJ1329'M (43.6 FT) SOUTH FROM THE CENTER OF THE CONNECTING TAXIWAY, 8.4 M
 FJ1329'(27.6 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, AND 7.2 M (23.6 FT)
 FJ1329'WEST FROM THE TOP CENTER OF A 0.5 METER CORRUGATED STEEL CULVERT PIPE
 FJ1329'UNDER THE CONNECTING TAXIWAY.
 FJ1329'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1330 ***********************************************************************
 FJ1330  DESIGNATION -  HENRPORT AZ MK
 FJ1330  PID         -  FJ1330
 FJ1330  STATE/COUNTY-  OK/OKMULGEE
 FJ1330  COUNTRY     -  US
 FJ1330  USGS QUAD   -  PHAROAH (2018)
 FJ1330
 FJ1330                         *CURRENT SURVEY CONTROL
 FJ1330  ______________________________________________________________________
 FJ1330* NAD 83(1993) POSITION- 35 24 08.65680(N) 096 00 56.07143(W)   ADJUSTED
 FJ1330* NAD 83(1993) ELLIP HT-   230.381 (meters)        (11/28/94)   ADJUSTED
 FJ1330* NAVD 88 ORTHO HEIGHT -   258.9   (meters)      849.    (feet) VERTCON3
 FJ1330  ______________________________________________________________________
 FJ1330  GEOID HEIGHT    -        -29.084 (meters)                     GEOID18
 FJ1330  NAD 83(1993) X  -   -545,465.177 (meters)                     COMP
 FJ1330  NAD 83(1993) Y  - -5,176,218.421 (meters)                     COMP
 FJ1330  NAD 83(1993) Z  -  3,674,480.774 (meters)                     COMP
 FJ1330  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC18
 FJ1330  HORZ ORDER      -  SECOND
 FJ1330  ELLP ORDER      -  FIFTH     CLASS I
 FJ1330
 FJ1330.This mark is at Henryetta Airport (F10)
 FJ1330
 FJ1330.The horizontal coordinates were established by GPS observations
 FJ1330.and adjusted by the National Geodetic Survey in November 1994.
 FJ1330
 FJ1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1330
 FJ1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1330.GEOID18 height accuracy estimate available here.
 FJ1330
 FJ1330.Click photographs - Photos may exist for this station.
 FJ1330
 FJ1330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1330
 FJ1330.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1330
 FJ1330.The ellipsoidal height was determined by GPS observations
 FJ1330.and is referenced to NAD 83.
 FJ1330
 FJ1330. The following values were computed from the NAD 83(1993) position.
 FJ1330
 FJ1330;                    North         East     Units Scale Factor Converg.
 FJ1330;SPC OK N     -    46,490.689   780,256.711   MT  1.00003387   +1 10 16.0
 FJ1330;SPC OK N     -   152,528.20  2,559,892.23   sFT  1.00003387   +1 10 16.0
 FJ1330;UTM  14      - 3,921,761.155   771,034.346   MT  1.00050538   +1 43 47.9
 FJ1330;UTM  15      - 3,921,847.072   226,135.793   MT  1.00052439   -1 44 53.0
 FJ1330
 FJ1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1330!SPC OK N     -   0.99996384  x   1.00003387  =   0.99999771
 FJ1330!UTM  14      -   0.99996384  x   1.00050538  =   1.00046920
 FJ1330!UTM  15      -   0.99996384  x   1.00052439  =   1.00048821
 FJ1330
 FJ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE7103421761(NAD 83)
 FJ1330
 FJ1330                          SUPERSEDED SURVEY CONTROL
 FJ1330
 FJ1330  NAD 83(1986)-  35 24 08.65450(N)    096 00 56.03776(W) AD(       ) 2
 FJ1330  NGVD 29 (11/30/89)  258.8    (m)  RAPSU86  model used  GPS OBS        
 FJ1330
 FJ1330.Superseded values are not recommended for survey control.
 FJ1330
 FJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1330.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1330
 FJ1330_MARKER: I = METAL ROD
 FJ1330_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1330_STAMPING: HENRPORT AZ MK 1989
 FJ1330_MARK LOGO: NGS
 FJ1330_PROJECTION: FLUSH
 FJ1330_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1330+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1330_ROD/PIPE-DEPTH: 3.5 meters
 FJ1330_SLEEVE-DEPTH  : 1.0 meters
 FJ1330
 FJ1330  HISTORY     - Date     Condition        Report By
 FJ1330  HISTORY     - 1989     MONUMENTED       NGS
 FJ1330
 FJ1330                          STATION DESCRIPTION
 FJ1330
 FJ1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1330'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF HENRYETTA,
 FJ1330'AT THE HENRYETTA MUNICIPAL AIRPORT, IN A GRASS ISLAND FORMED BY THE
 FJ1330'RUNWAY AND A TURN AROUND TAXIWAY.  OWNERSHIP--CITY OF HENRYETTA, C/O
 FJ1330'AIRPORT MANAGER SONNY WILLIAMS, P O BOX 608, HENRYETTA OK 74437. PHONE
 FJ1330'(918) 652-9042.
 FJ1330'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN AND SOUTH TENTH
 FJ1330'STREET IN HENRYETTA, GO SOUTHERLY FOR 4.5 KM (2.80 MI) ON TENTH STREET
 FJ1330'(WHICH TURNS TO STATE HIGHWAY 124) TO A PAVED ROAD RIGHT.  TURN RIGHT
 FJ1330'AND GO WEST THEN NORTHWEST FOR 0.7 KM (0.45 MI) ON THE AIRPORT
 FJ1330'ENTRANCE ROAD TO THE OFFICE STRAIGHT AHEAD AND A GATE ON THE LEFT.
 FJ1330'TURN LEFT AND GO WESTERLY FOR 0.2 KM (0.10 MI) PASSING THROUGH THE
 FJ1330'GATE AND ACROSS APRON AND ON THE CONNECTING TAXIWAY TO THE RUNWAY.
 FJ1330'TURN LEFT AND GO SOUTH FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE
 FJ1330'STATION ON THE LEFT JUST PAST THE NORTHERN HALF OF THE TURN AROUND
 FJ1330'TAXIWAY.
 FJ1330'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1330'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.5 METERS IN A GREASE
 FJ1330'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1330'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1330'17.5 M (57.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 12.0 M
 FJ1330'(39.4 FT) NORTH FROM THE NORTHWEST CORNER OF A 1.0 METER BY 1.0 METER
 FJ1330'METAL DRAIN COVER, AND 3.0 M (9.8 FT) SOUTH FROM THE SOUTH EDGE OF THE
 FJ1330'NORTHERN HALF OF THE TURN AROUND TAXIWAY.
 FJ1330'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1045 ***********************************************************************
 EM1045  DESIGNATION -  HENRY
 EM1045  PID         -  EM1045
 EM1045  STATE/COUNTY-  OK/HARMON
 EM1045  COUNTRY     -  US
 EM1045  USGS QUAD   -  MCKNIGHT (2018)
 EM1045
 EM1045                         *CURRENT SURVEY CONTROL
 EM1045  ______________________________________________________________________
 EM1045* NAD 83(1993) POSITION- 34 47 30.55876(N) 099 58 52.99216(W)   ADJUSTED
 EM1045* NAVD 88 ORTHO HEIGHT -   603.6   (meters)     1980.    (feet) VERTCON3
 EM1045  ______________________________________________________________________
 EM1045  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 EM1045  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 EM1045  HORZ ORDER      -  FIRST
 EM1045
 EM1045.The horizontal coordinates were established by classical geodetic methods
 EM1045.and adjusted by the National Geodetic Survey in November 1994.
 EM1045
 EM1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1045
 EM1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1045.GEOID18 height accuracy estimate available here.
 EM1045
 EM1045.Click photographs - Photos may exist for this station.
 EM1045
 EM1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1045
 EM1045. The following values were computed from the NAD 83(1993) position.
 EM1045
 EM1045;                    North         East     Units Scale Factor Converg.
 EM1045;SPC OK S     -   163,560.887   418,688.001   MT  0.99994248   -1 07 28.8
 EM1045;SPC OK S     -   536,616.01  1,373,645.55   sFT  0.99994248   -1 07 28.8
 EM1045;SPC TX N     - 1,088,910.526   338,972.005   MT  0.99997015   +0 52 48.3
 EM1045;SPC TX N     - 3,572,533.95  1,112,110.65   sFT  0.99997015   +0 52 48.3
 EM1045;UTM  14      - 3,850,396.057   410,219.078   MT  0.99969935   -0 33 36.0
 EM1045
 EM1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1045!SPC OK S     -   0.99990962  x   0.99994248  =   0.99985211
 EM1045!SPC TX N     -   0.99990962  x   0.99997015  =   0.99987978
 EM1045!UTM  14      -   0.99990962  x   0.99969935  =   0.99960900
 EM1045
 EM1045:                Primary Azimuth Mark                     Grid Az
 EM1045:SPC OK S     -  HENRY AZ MK                              358 21 18.1
 EM1045:SPC TX N     -  HENRY AZ MK                              356 21 01.0
 EM1045:UTM  14      -  HENRY AZ MK                              357 47 25.3
 EM1045
 EM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1021950396(NAD 83)
 EM1045
 EM1045|---------------------------------------------------------------------|
 EM1045| PID    Reference Object                     Distance      Geod. Az  |
 EM1045|                                                           dddmmss.s |
 EM1045| EM1041 HOLLIS COMM TV SYS MAST             APPROX.14.7 KM 1480411.3 |
 EM1045| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX.14.0 KM 1521315.3 |
 EM1045| CX8267 HENRY RM 2                           22.999 METERS 18057     |
 EM1045| CX8266 HENRY RM 1                          101.870 METERS 27823     |
 EM1045| EN0644 WELLINGTON RADIO KKA 545 MAST       APPROX.23.6 KM 2875247.1 |
 EM1045| EN0643 WELLINGTON VUMORE TV MAST           APPROX.23.6 KM 2901312.4 |
 EM1045| CX8264 HENRY AZ MK                                        3571349.3 |
 EM1045|---------------------------------------------------------------------|
 EM1045
 EM1045                          SUPERSEDED SURVEY CONTROL
 EM1045
 EM1045  NAD 83(1986)-  34 47 30.56392(N)    099 58 52.98472(W) AD(       ) 1
 EM1045  NAD 27      -  34 47 30.35600(N)    099 58 51.61000(W) AD(       ) 1
 EM1045  USSD        -  34 47 30.29600(N)    099 58 51.99000(W) AD(       ) 3
 EM1045  NGVD 29 (07/19/86)  603.3    (m)         1979.     (f) VERT ANG       
 EM1045
 EM1045.Superseded values are not recommended for survey control.
 EM1045
 EM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1045.See file dsdata.pdf to determine how the superseded data were derived.
 EM1045
 EM1045_MARKER: DS = TRIANGULATION STATION DISK
 EM1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1045_STAMPING: HENRY 1923 1967
 EM1045_MARK LOGO: CGS
 EM1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1045+STABILITY: SURFACE MOTION
 EM1045
 EM1045  HISTORY     - Date     Condition        Report By
 EM1045  HISTORY     - 1923     MONUMENTED       CGS
 EM1045  HISTORY     - 1934     POOR             CGS
 EM1045  HISTORY     - 1958     POOR             USGS
 EM1045  HISTORY     - 1963     POOR             CGS
 EM1045  HISTORY     - 1967     SEE DESCRIPTION  CGS
 EM1045
 EM1045                          STATION DESCRIPTION
 EM1045
 EM1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1045'STATION IS ABOUT 4 MILES W AND 8 MILES N OF THE TOWN OF
 EM1045'HOLLIS, 1-3/4 MILES E OF THE OLD STATE LINE, IN THE SW 1/4
 EM1045'OF NW 1/4 SEC. 30, T 4 N, R 26 W, ON LAND OWNED BY A.B. HENRY,
 EM1045'1/2 MILE SW OF HIS HOUSE, ON THE NORTHERNMOST OF TWO SMALL
 EM1045'PEAKS ON A SAND RIDGE IN THE SW SIDE OF HENRYS PASTURE,
 EM1045'AND 100 METERS (328 FEET) E OF THE W SECTION LINE.
 EM1045'
 EM1045'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM1045'DISKS SET IN CONCRETE.
 EM1045'
 EM1045'THE REFERENCE MARK IS IN FENCE LINE ALONG W SIDE OF SECTION,
 EM1045'102.03 METERS (334.7 FEET) FROM STATION, N 81 DEG 39 MIN W.
 EM1045'
 EM1045'ELEVATION OF STATION, 603.3 METERS (1,979 FEET).
 EM1045
 EM1045                          STATION RECOVERY (1934)
 EM1045
 EM1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1045'STATION RECOVERED AS DESCRIBED.  TOP OF CONCRETE CHIPPED
 EM1045'OFF TO OVAL, STATION DISK REMOVED, SHANK IN PLACE.
 EM1045'
 EM1045'REFERENCE MARK IS ABOUT 10 FEET E OF A WAGON TRAIL ALONG
 EM1045'SECTION LINE.  GOOD CONDITION.
 EM1045
 EM1045                          STATION RECOVERY (1958)
 EM1045
 EM1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EM1045'STATION RECOVERED, BUT DISK REMOVED, SHANK IN PLACE.
 EM1045'
 EM1045'TO REACH FROM POST OFFICE IN DODSON, TEXAS GO EAST ON FARM
 EM1045'RD. 338 1.2 MILES TO THE TEXAS-OKLAHOMA STATE LINE AND CONTINUE
 EM1045'EAST 2.0 MILES TO CROSSROADS.  THENCE NORTH 2.0 MILES AND
 EM1045'WEST 0.6 MILES ALONG ROADS TO AN OLD FARM HOUSE.  FOLLOW
 EM1045'SW FROM FARM HOUSE ALONG FIELD ROAD 0.5 MILES TO TOP OF
 EM1045'RIDGE.  PACE 700 FEET WEST ACROSS FIELD TO TOP OF SAND HILL
 EM1045'AND STATION.
 EM1045
 EM1045                          STATION RECOVERY (1963)
 EM1045
 EM1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1045'STATION AND REFERENCE MARK RECOVERED.  THE STATION DISK
 EM1045'HAS BEEN REMOVED LEAVING SHANK STILL IN PLACE, TOP OF CONCRETE
 EM1045'BLOCK HAS BEEN BROKEN OFF TO OVAL SHAPE.  THE MARK PROJECTS
 EM1045'3 INCHES.
 EM1045'
 EM1045'REFERENCE MARK WAS FOUND IN GOOD CONDITION.  IT IS 30 FEET
 EM1045'EAST OF THE NORTH-SOUTH FENCE LINE AT WEST SIDE OF SECTION
 EM1045'30 AND AT THE SOUTH SIDE OF A LARGE CLUMP OF SCRUB OAK TREES.
 EM1045'THE MARK PROJECTS 1 INCH.
 EM1045'
 EM1045'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 30 AND U.S.
 EM1045'HIGHWAY 62 IN HOLLIS, GO NORTH ON HIGHWAY 30 FOR 8.0 MILES
 EM1045'TO A CROSSROADS, TURN LEFT AND GO WEST ON SURFACED ROAD
 EM1045'FOR 3.0 MILES TO CROSSROADS, CONTINUE WEST FOR 0.65 MILE
 EM1045'TO WINDMILL AND DESERTED HOUSE ON THE LEFT.  THIS WAS END
 EM1045'OF TRUCK TRAVEL DUE TO LOOSE SAND, THE STATION IS ON THE
 EM1045'HIGHEST SAND KNOLL IN THE VICINITY ABOUT 0.6 MILE SOUTHWEST
 EM1045'OF THIS POINT, IN WET WEATHER BY SELECTING WAY A TRUCK CAN
 EM1045'PROBABLY BE DRIVEN WITHIN ABOUT 0.1 MILE OF STATION.  THE
 EM1045'GATE INTO PASTURE AT HOUSE IS LOCKED, KEY CAN BE OBTAINED
 EM1045'FROM THE PROPERTY OWNER MR. WOODROW WHITSON WHO LIVES IN
 EM1045'THE VICINITY OF DODSON, TEXAS.
 EM1045
 EM1045                          STATION RECOVERY (1967)
 EM1045
 EM1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1045'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.  THE STATION
 EM1045'MARK WAS CHIPPED AWAY AND ONLY THE STEM WAS LEFT IN THE CONCRETE.
 EM1045'A NEW SURFACE MARK WAS SET BY HOLDING THE EXACT POSITION OF THE
 EM1045'UNDERGROUND MARK.  THE REFERENCE MARK PREVIOUSLY ESTABLISHED HAD
 EM1045'NOT BEEN NUMBERED.  THIS PARTY STAMPED NO 1 ON THE DISK.  THE
 EM1045'DISTANCE AND DIRECTION TO THE REFERENCE MARK FAILED TO AGREE WITH THE
 EM1045'1923 RESULTS, HOWEVER THE MARK APPEARED TO BE IN ITS ORIGINAL
 EM1045'CONDITION.  REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED.
 EM1045'THE PREVIOUS DESCRIPTION WAS INADEQUATE.  A COMPLETE NEW DESCRIPTION
 EM1045'FOLLOWS--
 EM1045'
 EM1045'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF WELLINGTON TEXAS,
 EM1045'3 MILES NORTHEAST OF DODSON TEXAS, 1-3/4 MILES EAST OF THE
 EM1045'TEXAS-OKLAHOMA STATE LINE, ON THE MOST NORTHWESTERLY ONE OF TWO LOW
 EM1045'PEAKS WHICH ARE ON A SANDY RIDGE ON THE PROPERTY OF WOODROW
 EM1045'WHITSON WHO LIVES 2.5 MILES SOUTHWEST OF DODSON.
 EM1045'
 EM1045'TO REACH THE STATION FROM THE POST OFFICE IN DODSON, GO EASTERLY ON
 EM1045'FARM ROAD 338 FOR 1.3 MILES TO THE TEXAS-OKLAHOMA STATE LINE.
 EM1045'CONTINUE EAST FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 EM1045'ON A PAVED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 EM1045'WEST ON A SAND ROAD FOR 0.6 MILE TO A HOUSE ON THE LEFT.  (TO
 EM1045'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST FOR 0.3 MILE
 EM1045'TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO SOUTHERLY FOR
 EM1045'0.05 MILE TO A GATE 25 YARDS WEST OF THE HOUSE.  (THIS GATE IS
 EM1045'KEPT LOCKED WHENEVER CATTLE ARE KEPT IN THIS AREA.  IT WAS NOT
 EM1045'LOCKED AT THIS TIME BUT A KEY MAY BE OBTAINED FROM WOODROW WHITSON IF
 EM1045'NECESSARY.) PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON A
 EM1045'SAND ROAD FOR 0.25 MILE.  (FROM THIS POINT A 4-WHEEL DRIVE
 EM1045'VEHICLE IS REQUIRED TO TRAVEL TO THE STATION.) TURN RIGHT AND
 EM1045'SELECT YOUR WAY ACROSS COUNTRY FOR 0.35 MILE TO THE TOP OF THE
 EM1045'SAND RIDGE AND THE STATION.
 EM1045'
 EM1045'THE STATION MARK IS A STANDARD DISK STAMPED HENRY 1923 1967, SET IN
 EM1045'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1045'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 368 FEET EAST OF
 EM1045'A NORTH-SOUTH FENCE AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  THE
 EM1045'UNDERGROUND MARK IS SET 42 INCHES BELOW THE GROUND SURFACE.
 EM1045'
 EM1045'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HENRY NO 1 1923, SET IN
 EM1045'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EM1045'GROUND SURFACE.  IT IS 32.0 FEET EAST OF THE NORTH-SOUTH FENCE AND
 EM1045'ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 EM1045'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 336.37 FEET, (102.526)
 EM1045'METERS.
 EM1045'
 EM1045'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HENRY NO 2 1923 1967, SET
 EM1045'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1045'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 71.8 FEET SOUTH
 EM1045'OF THE WITNESS POST AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 EM1045'STATION MARK.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS
 EM1045'75.64 FEET, 23.055 METERS.
 EM1045'
 EM1045'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HENRY 1923 1967, SET IN
 EM1045'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1045'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 32.0 FEET NORTH
 EM1045'OF THE CENTERLINE OF A SAND ROAD, 1.9 FEET WEST OF A POWERLINE
 EM1045'POLE AND 1.9 FEET EAST OF A WITNESS POST.
 EM1045'
 EM1045'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 WAS NOT
 EM1045'MEASURED DUE TO OBSTRUCTIONS.
 EM1045'
 EM1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 EM1045'OF DODSON TEXAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1136 ***********************************************************************
 FH1136  DESIGNATION -  HENRY
 FH1136  PID         -  FH1136
 FH1136  STATE/COUNTY-  OK/OKMULGEE
 FH1136  COUNTRY     -  US
 FH1136  USGS QUAD   -  HENRYETTA (2018)
 FH1136
 FH1136                         *CURRENT SURVEY CONTROL
 FH1136  ______________________________________________________________________
 FH1136* NAD 83(1993) POSITION- 35 26 49.42302(N) 095 59 06.41350(W)   ADJUSTED
 FH1136* NAVD 88 ORTHO HEIGHT -   270.4   (meters)      887.    (feet) VERTCON3
 FH1136  ______________________________________________________________________
 FH1136  GEOID HEIGHT    -        -29.126 (meters)                     GEOID18
 FH1136  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC18
 FH1136  HORZ ORDER      -  SECOND
 FH1136
 FH1136.The horizontal coordinates were established by classical geodetic methods
 FH1136.and adjusted by the National Geodetic Survey in November 1994.
 FH1136
 FH1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1136
 FH1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1136.GEOID18 height accuracy estimate available here.
 FH1136
 FH1136.Click photographs - Photos may exist for this station.
 FH1136
 FH1136.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1136
 FH1136. The following values were computed from the NAD 83(1993) position.
 FH1136
 FH1136;                    North         East     Units Scale Factor Converg.
 FH1136;SPC OK N     -    51,501.406   782,920.401   MT  1.00002386   +1 11 20.7
 FH1136;SPC OK N     -   168,967.53  2,568,631.35   sFT  1.00002386   +1 11 20.7
 FH1136;UTM  15      - 3,926,717.943   229,052.717   MT  1.00050479   -1 43 56.2
 FH1136;UTM  14      - 3,926,800.097   773,650.234   MT  1.00052294   +1 44 58.5
 FH1136
 FH1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1136!SPC OK N     -   0.99996213  x   1.00002386  =   0.99998599
 FH1136!UTM  15      -   0.99996213  x   1.00050479  =   1.00046690
 FH1136!UTM  14      -   0.99996213  x   1.00052294  =   1.00048505
 FH1136
 FH1136:                Primary Azimuth Mark                     Grid Az
 FH1136:SPC OK N     -  PPG IND WORKS 10 N WATER TK              083 05 02.6
 FH1136:UTM  15      -  PPG IND WORKS 10 N WATER TK              086 00 19.5
 FH1136:UTM  14      -  PPG IND WORKS 10 N WATER TK              082 31 24.8
 FH1136
 FH1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV2905226717(NAD 83)
 FH1136
 FH1136|---------------------------------------------------------------------|
 FH1136| PID    Reference Object                     Distance      Geod. Az  |
 FH1136|                                                           dddmmss.s |
 FH1136| CI1603 HENRY RM 1                           22.090 METERS 02955     |
 FH1136| CI2065 PPG IND WORKS 10 N WATER TK                        0841623.3 |
 FH1136| CI1604 HENRY RM 2                           29.262 METERS 21118     |
 FH1136|---------------------------------------------------------------------|
 FH1136
 FH1136                          SUPERSEDED SURVEY CONTROL
 FH1136
 FH1136  NAD 83(1986)-  35 26 49.45050(N)    095 59 06.40750(W) AD(       ) 2
 FH1136  NAD 27      -  35 26 49.05535(N)    095 59 05.40123(W) AD(       ) 2
 FH1136  NGVD 29 (07/19/86)  270.3    (m)          887.     (f) VERT ANG       
 FH1136
 FH1136.Superseded values are not recommended for survey control.
 FH1136
 FH1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1136.See file dsdata.pdf to determine how the superseded data were derived.
 FH1136
 FH1136_MARKER: DD = SURVEY DISK
 FH1136_SETTING: 66 = SET IN ROCK OUTCROP
 FH1136_STAMPING: ET HENRY 1968
 FH1136_MARK LOGO: USGS
 FH1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1136+STABILITY: POSITION/ELEVATION WELL
 FH1136
 FH1136  HISTORY     - Date     Condition        Report By
 FH1136  HISTORY     - 1968     MONUMENTED       USGS
 FH1136
 FH1136                          STATION DESCRIPTION
 FH1136
 FH1136'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1136'THE STATION IS LOCATED IN N. EDGE OF HENRYETTA, NEAR THE
 FH1136'E. SIXTEENTH COR. BETWEEN SECS. 1 AND 12, T. 11 N., R. 12 E.,
 FH1136'ABOUT 250 FT E. OF THE HOUSE, AND ON LAND OWNED BY MR. WOOD, ON
 FH1136'THE SE. EDGE OF THE HILL.
 FH1136'
 FH1136'TO REACH FROM THE INTERSECTION OF U.S. HWY. 75 AND MAIN STREET
 FH1136'IN HENRYETTA, GO W. ON MAIN STREET FOR 1.0 MI TO THE JUNCTION OF
 FH1136'W. MAIN AND N. FIFTH STREETS, TURN RIGHT AND GO N. ON N. FIFTH
 FH1136'STREET FOR 0.55 MI TO A PRIVATE DRIVE E. ON TOP OF A STEEP HILL,
 FH1136'TURN RIGHT AND GO E. ON PRIVATE DR. FOR 0.1 MI TO E. SIDE OF
 FH1136'LARGE ROUND STORAGE TANK AND STATION ON SE. EDGE OF HILL.
 FH1136'
 FH1136'THE STATION MARK, A STANDARD TABLET CEMENTED IN LEDGE ROCK, 10
 FH1136'IN. BELOW GROUND LEVEL, STAMPED ET HENRY 1968 IS 54 FT S. AND
 FH1136'30 FT E. OF SE. COR. OF A BLOCK BUILDING.
 FH1136'
 FH1136'REFERENCE MARK 1, A STANDARD TABLET CEMENTED IN LEDGE ROCK (ABOUT
 FH1136'2 FT BY 5 FT VISIBLE) STAMPED HENRY NO 1 1968 IS NNE. OF THE
 FH1136'STATION 5 FT N. AND 65 FT E. OF SE. CORNER OF BLOCK BUILDING ON
 FH1136'E. EDGE OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND.
 FH1136'
 FH1136'REFERENCE MARK 2, A STANDARD TABLET CEMENTED IN LEDGE ROCK (ABOUT
 FH1136'4 FT BY 4 FT VISIBLE) STAMPED HENRY NO 2 1968 IS SSW. OF THE
 FH1136'STATION, 140 FT S. AND 19 FT W. OF SE. CORNER OF BLOCK BUILDING
 FH1136'ON THE S. EDGE OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND.
 FH1136'
 FH1136'NO AZIMUTH MARK SET
 FH1136'
 FH1136'REFERENCE AZIMUTH USED - PPG INDUSTRIES WORKS 10 NORTH WATER TANK
 FH1136'
 FH1136'PITTSBURG PLATE GLASS INDUSTRIES WORKS 10 N. WATER TANK IS
 FH1136'LOCATED IN THE E. EDGE OF HENRYETTA, ABOUT 0.1 MI E. AND ABOUT
 FH1136'400 FT S. OF JUNCTION OF HALL ST. AND BOLLINGER RD.  IT WAS BUILT
 FH1136'IN 1946, AND IS THE TALLEST AND MOST NORTHERLY OF TWO TANKS, T. 11
 FH1136'N., N. 13 E NEAR THE E. SIXTEENTH COR. BETWEEN SECS. 6 AND 7.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0924 ***********************************************************************
 EK0924  DESIGNATION -  HERMAN
 EK0924  PID         -  EK0924
 EK0924  STATE/COUNTY-  OK/MCCURTAIN
 EK0924  COUNTRY     -  US
 EK0924  USGS QUAD   -  BETHEL (2018)
 EK0924
 EK0924                         *CURRENT SURVEY CONTROL
 EK0924  ______________________________________________________________________
 EK0924* NAD 83(1993) POSITION- 34 18 49.00166(N) 094 49 07.06269(W)   ADJUSTED
 EK0924* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 EK0924  ______________________________________________________________________
 EK0924  GEOID HEIGHT    -        -30.194 (meters)                     GEOID18
 EK0924  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC18
 EK0924  HORZ ORDER      -  SECOND
 EK0924
 EK0924.The horizontal coordinates were established by classical geodetic methods
 EK0924.and adjusted by the National Geodetic Survey in November 1994.
 EK0924
 EK0924.The orthometric height was scaled from a topographic map.
 EK0924
 EK0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0924.GEOID18 height accuracy estimate available here.
 EK0924
 EK0924.Click photographs - Photos may exist for this station.
 EK0924
 EK0924.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0924
 EK0924. The following values were computed from the NAD 83(1993) position.
 EK0924
 EK0924;                    North         East     Units Scale Factor Converg.
 EK0924;SPC OK S     -   113,349.435   892,761.832   MT  0.99994703   +1 48 20.9
 EK0924;SPC OK S     -   371,880.60  2,929,002.78   sFT  0.99994703   +1 48 20.9
 EK0924;UTM  15      - 3,798,426.888   332,662.982   MT  0.99994517   -1 01 31.6
 EK0924
 EK0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0924!SPC OK S     -   0.99995874  x   0.99994703  =   0.99990577
 EK0924!UTM  15      -   0.99995874  x   0.99994517  =   0.99990391
 EK0924
 EK0924:                Primary Azimuth Mark                     Grid Az
 EK0924:SPC OK S     -  SHERWOOD                                 039 11 44.4
 EK0924:UTM  15      -  SHERWOOD                                 042 01 36.9
 EK0924
 EK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3266298426(NAD 83)
 EK0924
 EK0924|---------------------------------------------------------------------|
 EK0924| PID    Reference Object                     Distance      Geod. Az  |
 EK0924|                                                           dddmmss.s |
 EK0924| EK0927 SHERWOOD                            APPROX. 6.1 KM 0410005.3 |
 EK0924| CX6451 HERMAN RM 2                          26.548 METERS 07622     |
 EK0924| CX6449 HERMAN AZ MK                                       1140634.9 |
 EK0924| CX6450 HERMAN RM 1                          25.782 METERS 35402     |
 EK0924|---------------------------------------------------------------------|
 EK0924
 EK0924                          SUPERSEDED SURVEY CONTROL
 EK0924
 EK0924  NAD 83(1986)-  34 18 49.00517(N)    094 49 07.05353(W) AD(       ) 2
 EK0924  NAD 27      -  34 18 48.62600(N)    094 49 06.24800(W) AD(       ) 2
 EK0924
 EK0924.Superseded values are not recommended for survey control.
 EK0924
 EK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0924.See file dsdata.pdf to determine how the superseded data were derived.
 EK0924
 EK0924_MARKER: DS = TRIANGULATION STATION DISK
 EK0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0924_STAMPING: HERMAN 1952
 EK0924_MARK LOGO: CGS
 EK0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0924+STABILITY: SURFACE MOTION
 EK0924
 EK0924  HISTORY     - Date     Condition        Report By
 EK0924  HISTORY     - 1952     MONUMENTED       CGS
 EK0924  HISTORY     - 1955     GOOD             USGS
 EK0924
 EK0924                          STATION DESCRIPTION
 EK0924
 EK0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0924'STATION IS LOCATED ABOUT 4 MILES SOUTH SOUTHEAST OF BETHEL
 EK0924'AND 1/4 MILE NORTH NORTH-WEST OF THE SMALL SETTLEMENT OF MT.
 EK0924'HERMAN ALONG THE RIGHT OF WAY OF STATE HIGHWAY 21.  STATION IS 29
 EK0924'FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 EK0924'21.  21 FEET EAST NORTHEAST OF LARGE OAK TREE WITH TRIANGLE
 EK0924'BLAZE, 19 FEET NORTHEAST OF APPROXIMATE CENTERLINE OF TRACK
 EK0924'ROAD AND 5 FEET SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS
 EK0924'ABOUT 4 INCHES AND THE DISK IS STAMPED HERMAN 1952.
 EK0924'
 EK0924'REFERENCE MARK NO. 1 IS 41 FEET NORTHEAST OF THE APPROXIMATE
 EK0924'CENTERLINE OF HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND
 EK0924'THE DISK IS STAMPED HERMAN NO 1 1952.
 EK0924'
 EK0924'REFERENCE MARK NO. 2 IS 30 FEET NORTHEAST OF THE APPROXIMATE
 EK0924'CENTERLINE OF HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES
 EK0924'AND THE DISK IS STAMPED HERMAN NO 2 1952.
 EK0924'
 EK0924'AZIMUTH MARK IS 29 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 EK0924'OF HIGHWAY, 8 FEET WEST OF LARGE PINE TREE AND 3 FEET WEST OF
 EK0924'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0924'IS STAMPED HERMAN 1952.
 EK0924'
 EK0924'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 EK0924'21 IN BROKEN BOW GO NORTHERLY ON STATE HIGHWAY 21 FOR 23.0
 EK0924'MILES TO THE MT. HERMAN SCHOOL ON RIGHT.  CONTINUE NORTH
 EK0924'AND NORTHWEST FOR 0.7 MILE TO AZIMUTH MARK ON RIGHT OR
 EK0924'NORTHEAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTHWEST FOR
 EK0924'0.15 MILE TO TRACK ROAD AND STATION ON LEFT AS DESCRIBED.
 EK0924'
 EK0924'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0924
 EK0924                          STATION RECOVERY (1955)
 EK0924
 EK0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EK0924'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 EK0924'CONDITION.  AZIMUTH MARK DESTROYED.  STUB OF POST WITH DISK
 EK0924'FOUND IN DITCH LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0917 ***********************************************************************
 EK0917  DESIGNATION -  HERNDON
 EK0917  PID         -  EK0917
 EK0917  STATE/COUNTY-  OK/MCCURTAIN
 EK0917  COUNTRY     -  US
 EK0917  USGS QUAD   -  GOLDEN (2018)
 EK0917
 EK0917                         *CURRENT SURVEY CONTROL
 EK0917  ______________________________________________________________________
 EK0917* NAD 83(1993) POSITION- 34 03 56.13624(N) 094 57 07.71901(W)   ADJUSTED
 EK0917* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 EK0917  ______________________________________________________________________
 EK0917  GEOID HEIGHT    -        -28.757 (meters)                     GEOID18
 EK0917  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 EK0917  HORZ ORDER      -  FIRST
 EK0917
 EK0917.The horizontal coordinates were established by classical geodetic methods
 EK0917.and adjusted by the National Geodetic Survey in November 1994.
 EK0917
 EK0917.The orthometric height was scaled from a topographic map.
 EK0917
 EK0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0917.GEOID18 height accuracy estimate available here.
 EK0917
 EK0917.Click photographs - Photos may exist for this station.
 EK0917
 EK0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0917
 EK0917. The following values were computed from the NAD 83(1993) position.
 EK0917
 EK0917;                    North         East     Units Scale Factor Converg.
 EK0917;SPC OK S     -    85,472.333   881,309.572   MT  0.99997663   +1 43 48.0
 EK0917;SPC OK S     -   280,420.48  2,891,429.82   sFT  0.99997663   +1 43 48.0
 EK0917;UTM  15      - 3,771,148.349   319,849.313   MT  1.00000008   -1 05 37.6
 EK0917
 EK0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0917!SPC OK S     -   0.99998018  x   0.99997663  =   0.99995681
 EK0917!UTM  15      -   0.99998018  x   1.00000008  =   0.99998026
 EK0917
 EK0917:                Primary Azimuth Mark                     Grid Az
 EK0917:SPC OK S     -  BEAR                                     359 39 25.4
 EK0917:UTM  15      -  BEAR                                     002 28 51.0
 EK0917
 EK0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1984971148(NAD 83)
 EK0917
 EK0917|---------------------------------------------------------------------|
 EK0917| PID    Reference Object                     Distance      Geod. Az  |
 EK0917|                                                           dddmmss.s |
 EK0917| EK0919 BEAR                                APPROX. 8.0 KM 0012313.4 |
 EK0917| EK0918 BEAR MOUNTAIN LOOKOUT TOWER         APPROX. 8.0 KM 0012843.8 |
 EK0917| CX6452 HERNDON AZ MK                                      0805625.5 |
 EK0917| CX6453 HERNDON RM 1                         32.949 METERS 09249     |
 EK0917| DM1304 IDABEL MUNICIPAL TANK               APPROX.23.0 KM 1491104.4 |
 EK0917| DM1312 GARVIN MUNICIPAL TANK               APPROX.12.4 KM 1722407.3 |
 EK0917| DM1313 MILLERTON STORY LUMBER CO TANK      APPROX.10.7 KM 2124243.1 |
 EK0917| DM1314 MILLERTON STORY LUMBER CO STK       APPROX.10.7 KM 2124222.1 |
 EK0917| EK0969 VALLIANT MUNICIPAL TANK             APPROX.15.3 KM 2431440.1 |
 EK0917| CX6454 HERNDON RM 2                         25.345 METERS 25520     |
 EK0917|---------------------------------------------------------------------|
 EK0917
 EK0917                          SUPERSEDED SURVEY CONTROL
 EK0917
 EK0917  NAD 83(1986)-  34 03 56.14099(N)    094 57 07.70813(W) AD(       ) 1
 EK0917  NAD 27      -  34 03 55.75700(N)    094 57 06.90300(W) AD(       ) 1
 EK0917
 EK0917.Superseded values are not recommended for survey control.
 EK0917
 EK0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0917.See file dsdata.pdf to determine how the superseded data were derived.
 EK0917
 EK0917_MARKER: DS = TRIANGULATION STATION DISK
 EK0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0917_STAMPING: HERNDON 1951
 EK0917_MARK LOGO: CGS
 EK0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0917+STABILITY: SURFACE MOTION
 EK0917
 EK0917  HISTORY     - Date     Condition        Report By
 EK0917  HISTORY     - 1951     MONUMENTED       CGS
 EK0917  HISTORY     - 1971     GOOD             OKDH
 EK0917
 EK0917                          STATION DESCRIPTION
 EK0917
 EK0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0917'THE STATION IS LOCATED ABOUT 3 MILES EAST OF WRIGHT CITY
 EK0917'AND JUST SOUTHWEST OF THE HERNDON SCHOOL.  IT IS 70 FEET NORTH
 EK0917'OF THE CENTERLINE OF A GRAVEL ROAD, 50 FEET EAST OF THE
 EK0917'CENTERLINE OF A T-ROAD, 39 FEET SOUTHEAST OF A TWIN TRUNKED
 EK0917'OAK TREE, 29 FEET NORTH-WEST OF A CORNER POST, 28 FEET NORTH OF
 EK0917'A PINE TREE WITH A TRIANGLE BLAZE, 26 FEET SOUTH-WEST OF A SOUTH
 EK0917'GATE POST AND 14 FEET WEST OF A FENCELINE.  THE MARK PROJECTS
 EK0917'ABOUT 4 INCHES AND THE DISK IS STAMPED HERNDON 1951.
 EK0917'
 EK0917'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTERLINE OF
 EK0917'A ROAD, 13 FEET WEST OF A WEST GATE POST AND 1 FOOT NORTH OF A
 EK0917'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EK0917'STAMPED HERNDON NO 1 1951.
 EK0917'
 EK0917'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTERLINE OF A
 EK0917'ROAD, 34 FEET WEST OF THE CENTERLINE OF A T-ROAD AND 24 FEET
 EK0917'NORTHEAST OF A 2 FOOT OAK TREE.  THE MARK PROJECTS ABOUT 4 INCHES
 EK0917'AND THE DISK IS STAMPED HERNDON NO 2 1951.
 EK0917'
 EK0917'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF A ROAD, 15
 EK0917'FEET WEST OF A GATE POST, 8 FEET NORTH OF THE WEST END OF A
 EK0917'CULVERT, 2 FEET SOUTH OF A FENCELINE AND 2 FEET WEST SOUTHWEST
 EK0917'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 EK0917'AND THE DISK IS STAMPED HERNDON 1951.
 EK0917'
 EK0917'TO REACH THE STATION FROM THE POST OFFICE IN WRIGHT CITY,
 EK0917'GO NORTH FOR 0.05 MILE TO A CROSS-STREETS.  TURN RIGHT (EAST)
 EK0917'AND GO 3.05 MILE ON MAIN TRAVELED ROAD TO A T-ROAD LEFT AND
 EK0917'STATION IN NORTHEAST ANGLE AS DESCRIBED.
 EK0917'
 EK0917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MAIN
 EK0917'TRAVELED ROAD FOR 0.35 MILE TO MARK ON LEFT AS DESCRIBED.
 EK0917'
 EK0917'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EK0917
 EK0917                          STATION RECOVERY (1971)
 EK0917
 EK0917'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (RNS)
 EK0917'HERNDON TRIANGULATION STA. 1951 FOUND IN GOOD CONDITION.
 EK0917'
 EK0917'HERNDON NO. 1 1951 FOUND IN GOOD CONDITION.
 EK0917'
 EK0917'HERNDON NO. 2 1951 DESTROYED.
 EK0917'
 EK0917'HERNDON TRIANGULATION AZIMUTH DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0964 ***********************************************************************
 EM0964  DESIGNATION -  HESS RESET
 EM0964  PID         -  EM0964
 EM0964  STATE/COUNTY-  OK/JACKSON
 EM0964  COUNTRY     -  US
 EM0964  USGS QUAD   -  ELMER (2019)
 EM0964
 EM0964                         *CURRENT SURVEY CONTROL
 EM0964  ______________________________________________________________________
 EM0964* NAD 83(1993) POSITION- 34 28 24.38081(N) 099 17 16.58766(W)   ADJUSTED
 EM0964* NAVD 88 ORTHO HEIGHT -   428.01  (+/-2cm)     1404.2   (feet) VERTCON3
 EM0964  ______________________________________________________________________
 EM0964  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 EM0964  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 EM0964  HORZ ORDER      -  FIRST
 EM0964  VERT ORDER      -  THIRD ? (See Below)
 EM0964
 EM0964.The horizontal coordinates were established by classical geodetic methods
 EM0964.and adjusted by the National Geodetic Survey in November 1994.
 EM0964
 EM0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0964
 EM0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0964.GEOID18 height accuracy estimate available here.
 EM0964
 EM0964.The vertical order pertains to the NGVD 29 superseded value.
 EM0964
 EM0964.Click photographs - Photos may exist for this station.
 EM0964
 EM0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0964
 EM0964. The following values were computed from the NAD 83(1993) position.
 EM0964
 EM0964;                    North         East     Units Scale Factor Converg.
 EM0964;SPC OK S     -   127,218.901   481,688.589   MT  0.99993780   -0 43 51.8
 EM0964;SPC OK S     -   417,384.01  1,580,339.98   sFT  0.99993780   -0 43 51.8
 EM0964;SPC TXNC     - 2,311,550.199   527,600.159   MT  1.00018082   -0 25 47.1
 EM0964;SPC TXNC     - 7,583,810.94  1,730,968.19   sFT  1.00018082   -0 25 47.1
 EM0964;UTM  14      - 3,814,689.604   473,557.659   MT  0.99960862   -0 09 46.7
 EM0964
 EM0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0964!SPC OK S     -   0.99993718  x   0.99993780  =   0.99987498
 EM0964!SPC TXNC     -   0.99993718  x   1.00018082  =   1.00011799
 EM0964!UTM  14      -   0.99993718  x   0.99960862  =   0.99954582
 EM0964
 EM0964:                Primary Azimuth Mark                     Grid Az
 EM0964:SPC OK S     -  HESS AZ MK 2                             282 22 43.9
 EM0964:SPC TXNC     -  HESS AZ MK 2                             282 04 39.2
 EM0964:UTM  14      -  HESS AZ MK 2                             281 48 38.8
 EM0964
 EM0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7355714689(NAD 83)
 EM0964
 EM0964|---------------------------------------------------------------------|
 EM0964| PID    Reference Object                     Distance      Geod. Az  |
 EM0964|                                                           dddmmss.s |
 EM0964| EM0892 ALTUS ARMY AIRFIELD TOWER           APPROX.20.4 KM 0011138.3 |
 EM0964| EM0874 HEADRICK MUNICIPAL TANK             APPROX.21.6 KM 0383612.2 |
 EM0964| EM0873 TIPTON MUNICIPAL TANK               APPROX.13.8 KM 0755114.2 |
 EM0964| CX8280 HESS AZ MK                                         1013853.2 |
 EM0964| EM0924 FREDERICK MUNICIPAL TANK            APPROX.25.9 KM 1105435.0 |
 EM0964| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.26.2 KM 1123201.8 |
 EM0964| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.26.5 KM 1130213.2 |
 EM0964| CX8284 HESS RM 3                           118.465 METERS 13825     |
 EM0964| CX8285 HESS RM 4                           111.439 METERS 16552     |
 EM0964| CX8282 HESS RM 1                           171.908 METERS 23816     |
 EM0964| CX8283 HESS RM 2                           146.090 METERS 27247     |
 EM0964| CX8281 HESS AZ MK 2                                       2813852.1 |
 EM0964| EM0907 OLUSTEE CITY WATER TANK             APPROX.14.8 KM 3041243.0 |
 EM0964| EM0888 ALTUS COMPRESS CO WATER TANK        APPROX.18.5 KM 3423303.8 |
 EM0964| EM0885 ALTUS TRADERS COMPRESS CO TANK      APPROX.17.9 KM 3432710.8 |
 EM0964|---------------------------------------------------------------------|
 EM0964
 EM0964                          SUPERSEDED SURVEY CONTROL
 EM0964
 EM0964  NAD 83(1986)-  34 28 24.38805(N)    099 17 16.57865(W) AD(       ) 1
 EM0964  NAD 27      -  34 28 24.11000(N)    099 17 15.26900(W) AD(       ) 1
 EM0964  USSD        -  34 28 24.07100(N)    099 17 15.66500(W) AD(       ) 3
 EM0964  NGVD 29             427.82   (m)         1403.6    (f) LEVELING    3  
 EM0964
 EM0964.Superseded values are not recommended for survey control.
 EM0964
 EM0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0964.See file dsdata.pdf to determine how the superseded data were derived.
 EM0964
 EM0964_MARKER: DS = TRIANGULATION STATION DISK
 EM0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0964_STAMPING: HESS 1923 1961
 EM0964_MARK LOGO: CGS
 EM0964_PROJECTION: RECESSED 61 CENTIMETERS
 EM0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0964+STABILITY: SURFACE MOTION
 EM0964
 EM0964  HISTORY     - Date     Condition        Report By
 EM0964  HISTORY     - 1961     MONUMENTED       CGS
 EM0964  HISTORY     - 1963     GOOD             CGS
 EM0964
 EM0964                          STATION DESCRIPTION
 EM0964
 EM0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0964'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 EM0964'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATION MARK
 EM0964'WAS LOWERED TO 24 INCHES BELOW THE SURFACE OF THE GROUND
 EM0964'AND A NEW DISK WAS SET.  REFERENCE MARKS 1 AND 2 WERE DESTROYED
 EM0964'AND REFERENCE MARKS 3 AND 4 WERE SET.
 EM0964'
 EM0964'THE STATION MARK IS A STANDARD STATION DISK SET IN THE TOP
 EM0964'OF A 3 FOOT SQUARE CONCRETE POST WHICH IS 24 INCHES BELOW THE
 EM0964'SURFACE OF THE GROUND AND THE DISK IS STAMPED HESS 1923
 EM0964'1961.  THE MARK IS 505 FEET EAST OF THE CENTER OF A DIRT
 EM0964'ROAD, 388 FEET NORTHWEST OF WITNESS POST, 366 FEET NORTH OF
 EM0964'THE NORTHWEST CORNER OF AN OLD SHED AND 362 FEET NORTH OF
 EM0964'A LARGE TREE WITH 8 TRUNKS.
 EM0964'
 EM0964'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED HESS
 EM0964'NO 3 1923 1961, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EM0964'POST PROJECTING 5 INCHES.  THE MARK IS 59 FEET NORTHEAST OF
 EM0964'THE NORTHEAST CORNER OF BARN, 10 FEET SOUTH OF THE CENTER OF
 EM0964'FIELD ROAD, 1.7 FEET WEST OF WITNESS POST AND 1.4 FEET
 EM0964'NORTH OF FENCE.
 EM0964'
 EM0964'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED HESS
 EM0964'NO 4 1923 1961, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EM0964'POST PROJECTING 2 INCHES.  THE MARK IS 32 FEET EAST OF A
 EM0964'LARGE TREE WITH 8 TRUNKS, 25 FEET SOUTH OF THE CENTER OF
 EM0964'FIELD ROAD AND 1.8 FEET WEST OF THE NORTHWEST CORNER OF SHED.
 EM0964'
 EM0964'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED HESS
 EM0964'AZI 1935, IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EM0964'MARK IS 17 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 2.9
 EM0964'FEET NORTH OF WITNESS POST.
 EM0964'
 EM0964'THE 1948 ROUTE TO STATION AND AZIMUTH MARK IS ADEQUATE.
 EM0964
 EM0964                          STATION RECOVERY (1963)
 EM0964
 EM0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 EM0964'THE STATION MARK, REFERENCE MARKS NOS. 3 AND 4, AND THE AZIMUTH
 EM0964'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 EM0964'MONUMENTS OF REFERENCE MARKS NOS. 1 AND 2 WERE ALSO FOUND.
 EM0964'THE DISKS HAD BEEN REMOVED.  THE AZIMUTH MARK THAT WAS SET
 EM0964'IN 1935 WAS DESTROYED AT THE REQUEST OF THE LAND OWNER.
 EM0964'A NEW AZIMUTH MARK WAS SET ON LINE AWAY FROM THE STATION
 EM0964'MARK BEFORE THE 1935 AZIMUTH MARK WAS DESTROYED.
 EM0964'
 EM0964'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS IN THE NORTHWEST
 EM0964'1/4 OF SECTION 15, T 1 S, R 20 W.  ABOUT 2-1/2 MILES EAST
 EM0964'AND 11-1/4 MILES SOUTH OF ALTUS, IN A CULTIVATED FIELD
 EM0964'ABOUT 180 YARDS NORTH-NORTHWEST OF A VACANT HOUSE, AND
 EM0964'ON LAND OWNED BY MR. J.F. GLENN WHO LIVES ABOUT 1 MILE
 EM0964'NORTHEAST OF THE STATION.
 EM0964'
 EM0964'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF COURTHOUSE
 EM0964'SQUARE IN ALTUS, GO SOUTH ON U.S. HIGHWAY 283 FOR 12.0 MILES
 EM0964'TO A CROSSROAD.  TURN LEFT, GO EAST FOR 2.5 MILES TO A
 EM0964'CROSSROAD.  TURN LEFT, NORTH, GO 0.5 MILE TO A CROSSROAD.
 EM0964'TURN RIGHT, EAST, GO 0.15 MILE TO A DRIVEWAY ON THE LEFT.
 EM0964'*TURN LEFT, NORTH, GO PAST THE VACANT HOUSE AND BUILDINGS TO THE
 EM0964'HIGHEST PART OF CULTIVATED FIELD AND THE STATION.  *TO
 EM0964'REACH THE AZIMUTH FROM THE DRIVEWAY, GO EAST ON THE SAND
 EM0964'ROAD 0.55 MILE TO AZIMUTH MARK ON THE RIGHT.
 EM0964'
 EM0964'STATION MARK, A STANDARD DISK STAMPED HESS 1923 1961, IS
 EM0964'SET IN A CONCRETE POST WHICH IS 24 INCHES BELOW THE SURFACE
 EM0964'OF THE GROUND.  IT IS ABOUT 180 YARDS NORTH-NORTHWEST OF THE
 EM0964'VACANT HOUSE.  THE UNDERGROUND STATION DISK WAS NOT INSPECTED.
 EM0964'
 EM0964'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HESS NO 3
 EM0964'1923 1961, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EM0964'3 INCHES.  IT IS 59.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 EM0964'OF AN 18 FT X 18 FT SHED, 7 FEET WEST OF A FENCE POST IN ANGLE
 EM0964'OF LOT FENCE, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 EM0964'
 EM0964'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HESS NO
 EM0964'4 1923 1961, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EM0964'4 INCHES.  IT IS ABOUT 30 FEET EAST OF A CLUSTER OF MULBERRY
 EM0964'TREES AND 1.8 FEET WEST OF THE NORTHWEST CORNER OF A 12 FT X 15 FT
 EM0964'SHED.
 EM0964'
 EM0964'AZIMUTH MARK, A STANDARD DISK STAMPED HESS 1923 RESET 1963,
 EM0964'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 EM0964'IT IS 19.5 FEET SOUTH OF THE CENTER OF A QUARTER SECTION
 EM0964'EAST-WEST ROAD, 17.7 FEET EAST OF A T-FENCE CORNER, 1 FOOT
 EM0964'SOUTH OF A FENCE LINE, AND 1.8 FEET SOUTHEAST OF A METAL
 EM0964'WITNESS POST.
 EM0964'
 EM0964'NOTE--A KERN T-2 INSTRUMENT WAS USED FOR DIRECTIONS TO REFERENCE
 EM0964'MARKS, AND DISTANCES WERE MEASURED WITH A 300 FT. STEEL TAPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1052 ***********************************************************************
 EL1052  CBN         -  This is a Cooperative Base Network Control Station.
 EL1052  DESIGNATION -  HEWITT
 EL1052  PID         -  EL1052
 EL1052  STATE/COUNTY-  OK/CARTER
 EL1052  COUNTRY     -  US
 EL1052  USGS QUAD   -  HEALDTON (2018)
 EL1052
 EL1052                         *CURRENT SURVEY CONTROL
 EL1052  ______________________________________________________________________
 EL1052* NAD 83(2011) POSITION- 34 10 23.64938(N) 097 24 58.03635(W)   ADJUSTED
 EL1052* NAD 83(2011) ELLIP HT-   253.519 (meters)        (06/27/12)   ADJUSTED
 EL1052* NAD 83(2011) EPOCH   -  2010.00
 EL1052* NAVD 88 ORTHO HEIGHT -   279.4   (meters)      917.    (feet) GPS OBS
 EL1052  ______________________________________________________________________
 EL1052  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EL1052  GEOID HEIGHT    -        -25.828 (meters)                     GEOID96
 EL1052  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 EL1052  NAD 83(2011) X  -   -681,862.288 (meters)                     COMP
 EL1052  NAD 83(2011) Y  - -5,238,508.170 (meters)                     COMP
 EL1052  NAD 83(2011) Z  -  3,562,503.494 (meters)                     COMP
 EL1052  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 EL1052
 EL1052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1052  Standards:
 EL1052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1052  -------------------------------------------------------------------
 EL1052  NETWORK    1.57   3.25           0.68   0.60   1.66      0.01019483
 EL1052  -------------------------------------------------------------------
 EL1052  Click here for local accuracies and other accuracy information.
 EL1052
 EL1052.The horizontal coordinates were established by GPS observations
 EL1052.and adjusted by the National Geodetic Survey in June 2012.
 EL1052
 EL1052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1052.been affixed to the stable North American tectonic plate. See 
 EL1052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1052
 EL1052.The horizontal coordinates are valid at the epoch date displayed above
 EL1052.which is a decimal equivalence of Year/Month/Day.
 EL1052
 EL1052.The orthometric height was determined by GPS observations and a
 EL1052.high-resolution geoid model.
 EL1052
 EL1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1052.GEOID18 height accuracy estimate available here.
 EL1052
 EL1052.Click photographs - Photos may exist for this station.
 EL1052
 EL1052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1052
 EL1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1052
 EL1052.The ellipsoidal height was determined by GPS observations
 EL1052.and is referenced to NAD 83.
 EL1052
 EL1052. The following values were computed from the NAD 83(2011) position.
 EL1052
 EL1052;                    North         East     Units Scale Factor Converg.
 EL1052;SPC OK S     -    93,320.530   653,829.397   MT  0.99996150   +0 19 53.1
 EL1052;SPC OK S     -   306,169.11  2,145,105.28   sFT  0.99996150   +0 19 53.1
 EL1052;UTM  14      - 3,782,497.808   645,977.098   MT  0.99986268   +0 53 23.3
 EL1052
 EL1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1052!SPC OK S     -   0.99996020  x   0.99996150  =   0.99992171
 EL1052!UTM  14      -   0.99996020  x   0.99986268  =   0.99982289
 EL1052
 EL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4597782497(NAD 83)
 EL1052
 EL1052                          SUPERSEDED SURVEY CONTROL
 EL1052
 EL1052  NAD 83(2007)-  34 10 23.64936(N)    097 24 58.03691(W) AD(2002.00) 0
 EL1052  ELLIP H (02/10/07)  253.534  (m)                       GP(2002.00)    
 EL1052  ELLIP H (04/16/01)  253.547  (m)                       GP(       ) 4 2
 EL1052  NAD 83(1993)-  34 10 23.64893(N)    097 24 58.03693(W) AD(       ) B
 EL1052  ELLIP H (05/09/94)  253.600  (m)                       GP(       ) 4 2
 EL1052  NAVD 88 (01/13/95)  279.4    (m)  UNKNOWN  model used  GPS OBS        
 EL1052  NAVD 88 (05/09/94)  279.4    (m)  GEOID93  model used  GPS OBS        
 EL1052
 EL1052.Superseded values are not recommended for survey control.
 EL1052
 EL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1052.See file dsdata.pdf to determine how the superseded data were derived.
 EL1052
 EL1052_MARKER: F = FLANGE-ENCASED ROD
 EL1052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1052_STAMPING: HEWITT 1993
 EL1052_MARK LOGO: NGS
 EL1052_PROJECTION: FLUSH
 EL1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL1052+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2021
 EL1052_ROD/PIPE-DEPTH: 4.4 meters
 EL1052_SLEEVE-DEPTH  : 0.9 meters
 EL1052
 EL1052  HISTORY     - Date     Condition        Report By
 EL1052  HISTORY     - 1993     MONUMENTED       NGS
 EL1052  HISTORY     - 20210426 POOR             OKDOT
 EL1052
 EL1052                          STATION DESCRIPTION
 EL1052
 EL1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EL1052'STATION IS LOCATED ABOUT 27 KM (16.75 MI) WEST OF ARDMORE, 2 KM
 EL1052'(1.25 MI) NORTHEAST OF WILSON, ALONG US HIGHWAY 70, JUST EAST OF THE
 EL1052'JUNCTION OF HIGHWAY 7O AND STATE HIGHWAY 70A, ON THE RIGHT-OF-WAY, AT
 EL1052'A FIELD ENTRANCE TO A PASTURE, IN THE SOUTHWEST 1/4 OF SECTION 28, T
 EL1052'4 S, R 2 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EL1052'TO REACH FROM THE JUNCTION OF HIGHWAYS 70 AND 70A JUST NORTHEAST OF
 EL1052'WILSON, GO EAST ON HIGHWAY 70 FOR 0.12 KM (0.05 MI) TO THE STATION ON
 EL1052'THE LEFT.  CONTINUE AHEAD 0.37 KMTO THE MEDIAN CROSSOVER AND RETURN
 EL1052'TO STATION.
 EL1052'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EL1052'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 EL1052'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 119
 EL1052'M (390.4 FT) EAST OF THE HIGHWAY JUNCTION, 25.8 M (84.6 FT) NORTH OF,
 EL1052'AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF THE WESTBOUND LANES, 0.9 M
 EL1052'(3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 EL1052'FENCE, 1.1 M (3.6 FT) WEST OF A METAL WITNESS POST, 1.0 M (3.3 FT)
 EL1052'NORTH OF A METAL WITNESS POST, 1.1 M (3.6 FT) EAST OF A METAL WITNESS
 EL1052'POST, 10.0 M (32.8 FT) WEST OF THE CENTER OF THE FIELD ENTRANCE GATE,
 EL1052'2.0 M (6.6 FT) WEST-SOUTHWEST OF THE WEST ONE OF TWO BRACED WOOD
 EL1052'FENCE POSTS, AND 6.1 M (20.0 FT) EAST OF THE EAST ONE OF TWO BRACED
 EL1052'WOOD FENCE POSTS.
 EL1052
 EL1052                          STATION RECOVERY (2021)
 EL1052
 EL1052'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL1052'I CAN MOVE THE ROD SIGNIFICANTLY WITH MY FINGER TIP AND IT IS LOCATED
 EL1052'UNDER A TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0643 ***********************************************************************
 FK0643  CBN         -  This is a Cooperative Base Network Control Station.
 FK0643  DESIGNATION -  HEXT
 FK0643  PID         -  FK0643
 FK0643  STATE/COUNTY-  OK/BECKHAM
 FK0643  COUNTRY     -  US
 FK0643  USGS QUAD   -  ERICK (2018)
 FK0643
 FK0643                         *CURRENT SURVEY CONTROL
 FK0643  ______________________________________________________________________
 FK0643* NAD 83(2011) POSITION- 35 14 46.55038(N) 099 45 09.58810(W)   ADJUSTED
 FK0643* NAD 83(2011) ELLIP HT-   558.887 (meters)        (06/27/12)   ADJUSTED
 FK0643* NAD 83(2011) EPOCH   -  2010.00
 FK0643* NAVD 88 ORTHO HEIGHT -   585.5   (meters)     1921.    (feet) GPS OBS
 FK0643  ______________________________________________________________________
 FK0643  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FK0643  GEOID HEIGHT    -        -26.573 (meters)                     GEOID96
 FK0643  GEOID HEIGHT    -        -26.540 (meters)                     GEOID18
 FK0643  NAD 83(2011) X  -   -883,424.427 (meters)                     COMP
 FK0643  NAD 83(2011) Y  - -5,139,795.826 (meters)                     COMP
 FK0643  NAD 83(2011) Z  -  3,660,535.929 (meters)                     COMP
 FK0643  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 FK0643
 FK0643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0643  Standards:
 FK0643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0643  -------------------------------------------------------------------
 FK0643  NETWORK    2.01   3.96           0.88   0.76   2.02      0.03314025
 FK0643  -------------------------------------------------------------------
 FK0643  Click here for local accuracies and other accuracy information.
 FK0643
 FK0643.The horizontal coordinates were established by GPS observations
 FK0643.and adjusted by the National Geodetic Survey in June 2012.
 FK0643
 FK0643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0643.been affixed to the stable North American tectonic plate. See 
 FK0643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0643
 FK0643.The horizontal coordinates are valid at the epoch date displayed above
 FK0643.which is a decimal equivalence of Year/Month/Day.
 FK0643
 FK0643.The orthometric height was determined by GPS observations and a
 FK0643.high-resolution geoid model.
 FK0643
 FK0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0643.GEOID18 height accuracy estimate available here.
 FK0643
 FK0643.Click photographs - Photos may exist for this station.
 FK0643
 FK0643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0643
 FK0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0643
 FK0643.The ellipsoidal height was determined by GPS observations
 FK0643.and is referenced to NAD 83.
 FK0643
 FK0643. The following values were computed from the NAD 83(2011) position.
 FK0643
 FK0643;                    North         East     Units Scale Factor Converg.
 FK0643;SPC OK S     -   213,580.740   440,491.009   MT  1.00000258   -0 59 41.4
 FK0643;SPC OK S     -   700,722.81  1,445,177.59   sFT  1.00000258   -0 59 41.4
 FK0643;UTM  14      - 3,900,612.926   431,523.967   MT  0.99965779   -0 26 03.7
 FK0643
 FK0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0643!SPC OK S     -   0.99991228  x   1.00000258  =   0.99991486
 FK0643!UTM  14      -   0.99991228  x   0.99965779  =   0.99957010
 FK0643
 FK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3152300612(NAD 83)
 FK0643
 FK0643                          SUPERSEDED SURVEY CONTROL
 FK0643
 FK0643  NAD 83(2007)-  35 14 46.55040(N)    099 45 09.58887(W) AD(2002.00) 0
 FK0643  ELLIP H (02/10/07)  558.907  (m)                       GP(2002.00)    
 FK0643  ELLIP H (04/16/01)  558.906  (m)                       GP(       ) 4 2
 FK0643  NAD 83(1993)-  35 14 46.55031(N)    099 45 09.58837(W) AD(       ) B
 FK0643  ELLIP H (05/09/94)  558.933  (m)                       GP(       ) 4 2
 FK0643  NAVD 88 (01/13/95)  585.5    (m)  UNKNOWN  model used  GPS OBS        
 FK0643  NAVD 88 (05/09/94)  585.5    (m)  GEOID93  model used  GPS OBS        
 FK0643
 FK0643.Superseded values are not recommended for survey control.
 FK0643
 FK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0643.See file dsdata.pdf to determine how the superseded data were derived.
 FK0643
 FK0643_MARKER: F = FLANGE-ENCASED ROD
 FK0643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0643_STAMPING: HEXT 1993
 FK0643_MARK LOGO: NGS
 FK0643_PROJECTION: RECESSED 1 CENTIMETERS
 FK0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0643+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2019
 FK0643_ROD/PIPE-DEPTH: 15.4 meters
 FK0643_SLEEVE-DEPTH  : 0.9 meters
 FK0643
 FK0643  HISTORY     - Date     Condition        Report By
 FK0643  HISTORY     - 1993     MONUMENTED       NGS
 FK0643  HISTORY     - 20191211 GOOD             INDIV
 FK0643
 FK0643                          STATION DESCRIPTION
 FK0643
 FK0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FK0643'STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTHWEST OF SAYRE, 11 KM
 FK0643'(6.85 MI) NORTHEAST OF ERICK, ALONG INTERSTATE HIGHWAY 44, AT THE
 FK0643'HEXT INTERCHANGE (EXIT 14), IN THE NORTHEAST QUADRANT OF THE
 FK0643'INTERCHANGE, AT THE JUNCTION OF THE WESTBOUND EXIT RAMP AND HEXT
 FK0643'ROAD, NEAR THE NORTHWEST CORNER OF SECTION 21, T 9 N, R 24 W.
 FK0643'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FK0643'TO REACH FROM THE OVERPASS AT THE EAST ONE OF TWO JUNCTIONS OF
 FK0643'INTERSTATE HIGHWAY 40 AND BUSINESS HIGHWAY 40 (EXIT 20), GO WEST ON
 FK0643'HIGHWAY 40 FOR 10.05 KM (6.25 MI) TO THE EXIT RAMP TO HEXT ROAD ON
 FK0643'THE RIGHT (EXIT 14).  BEAR RIGHT, WEST, ON THE EXIT RAMP FOR 0.48 KM
 FK0643'(0.30 MI) TO THE JUNCTION OF HEXT ROAD AND THE STATION ON THE RIGHT.
 FK0643'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FK0643'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FK0643'WITH LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 FK0643'31.4 M (103.0 FT) EAST FROM, AND 1 M (3.3 FT) LOWER THAN THE CENTER
 FK0643'OF HEXT ROAD, 25.7 M (84.3 FT) NORTHWEST FROM THE CENTER OF THE EXIT
 FK0643'RAMP, 1.5 M (4.9 FT) EAST-SOUTHEAST FROM A FENCE CORNER POST, 1.4 M
 FK0643'(4.6 FT) SOUTH-SOUTHWEST FROM A BRACED WOOD FENCE POST, AND 1.0 M
 FK0643'(3.3 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 FK0643'DESCRIBED BY D.G. AUG
 FK0643
 FK0643                          STATION RECOVERY (2019)
 FK0643
 FK0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (DWI)
 FK0643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0669 ***********************************************************************
 EM0669  DESIGNATION -  HEYLS
 EM0669  PID         -  EM0669
 EM0669  STATE/COUNTY-  OK/COMANCHE
 EM0669  COUNTRY     -  US
 EM0669  USGS QUAD   -  FORT SILL (2018)
 EM0669
 EM0669                         *CURRENT SURVEY CONTROL
 EM0669  ______________________________________________________________________
 EM0669* NAD 83(1993) POSITION- 34 41 30.28178(N) 098 26 15.43040(W)   ADJUSTED
 EM0669* NAVD 88 ORTHO HEIGHT -   414.3   (meters)     1359.    (feet) VERTCON3
 EM0669  ______________________________________________________________________
 EM0669  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 EM0669  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 EM0669  HORZ ORDER      -  SECOND
 EM0669
 EM0669.The horizontal coordinates were established by classical geodetic methods
 EM0669.and adjusted by the National Geodetic Survey in November 1994.
 EM0669
 EM0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0669
 EM0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0669.GEOID18 height accuracy estimate available here.
 EM0669
 EM0669.Click photographs - Photos may exist for this station.
 EM0669
 EM0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0669
 EM0669. The following values were computed from the NAD 83(1993) position.
 EM0669
 EM0669;                    North         East     Units Scale Factor Converg.
 EM0669;SPC OK S     -   150,766.793   559,903.897   MT  0.99993770   -0 14 54.2
 EM0669;SPC OK S     -   494,640.72  1,836,951.37   sFT  0.99993770   -0 14 54.2
 EM0669;UTM  14      - 3,839,003.503   551,510.148   MT  0.99963270   +0 19 12.3
 EM0669
 EM0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0669!SPC OK S     -   0.99993901  x   0.99993770  =   0.99987671
 EM0669!UTM  14      -   0.99993901  x   0.99963270  =   0.99957173
 EM0669
 EM0669:                Primary Azimuth Mark                     Grid Az
 EM0669:SPC OK S     -  HEYLS AZ MK                              144 18 45.7
 EM0669:UTM  14      -  HEYLS AZ MK                              143 44 39.2
 EM0669
 EM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5151039003(NAD 83)
 EM0669
 EM0669|---------------------------------------------------------------------|
 EM0669| PID    Reference Object                     Distance      Geod. Az  |
 EM0669|                                                           dddmmss.s |
 EM0669| CX8289 HEYLS RM 2                            3.560 METERS 00130     |
 EM0669| CX8288 HEYLS RM 1                            3.412 METERS 09532     |
 EM0669| CX8287 HEYLS AZ MK                                        1440351.5 |
 EM0669| EM0666 HEYLS HHH 1945                        5.606 METERS 34019     |
 EM0669|---------------------------------------------------------------------|
 EM0669
 EM0669                          SUPERSEDED SURVEY CONTROL
 EM0669
 EM0669  NAD 83(1986)-  34 41 30.28724(N)    098 26 15.41482(W) AD(       ) 2
 EM0669  NAD 83(1986)-  34 41 30.28633(N)    098 26 15.41493(W) AD(       ) 2
 EM0669  NAD 27      -  34 41 30.03100(N)    098 26 14.21800(W) AD(       ) 2
 EM0669  NGVD 29 (07/19/86)  414.2    (m)         1359.     (f) VERT ANG       
 EM0669
 EM0669.Superseded values are not recommended for survey control.
 EM0669
 EM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0669.See file dsdata.pdf to determine how the superseded data were derived.
 EM0669
 EM0669_MARKER: DS = TRIANGULATION STATION DISK
 EM0669_SETTING: 66 = SET IN ROCK OUTCROP
 EM0669_STAMPING: HEYLS 1948
 EM0669_MARK LOGO: CGS
 EM0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0669+STABILITY: POSITION/ELEVATION WELL
 EM0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0669+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2014
 EM0669
 EM0669  HISTORY     - Date     Condition        Report By
 EM0669  HISTORY     - 1948     MONUMENTED       CGS
 EM0669  HISTORY     - 20140707 GOOD             GEOCAC
 EM0669
 EM0669                          STATION DESCRIPTION
 EM0669
 EM0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0669'STATION IS LOCATED 4 MILES NORTHWEST OF THE FORT SILL RAILROAD
 EM0669'STATION AND ABOUT 1.5 MILES SOUTH OF THE NORTH BOUNDARY OF THE
 EM0669'FORT SILL MILITARY RESERVATION, ON A LOW HILL KNOWN AS HEYLS
 EM0669'HILL.  IT IS 9.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EM0669'A SMALL CONCRETE BUILDING AND 24.5 FEET NORTHWEST OF A STEEL
 EM0669'TELEPHONE POLE.  THE MARK IS SET IN A DRILL HOLE IN BED ROCK
 EM0669'AND IS STAMPED HEYLS 1948.
 EM0669'
 EM0669'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 19.5 FEET
 EM0669'NORTH-NORTHWEST OF A STEEL TELEPHONE POLE.  THE MARK IS SET IN BED
 EM0669'ROCK, IN A DRILL HOLE, AND IS STAMPED HEYLS NO 1 1948.
 EM0669'
 EM0669'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 3.5 FEET EAST OF
 EM0669'THE CENTER OF THE EAST SIDE OF THE CONCRETE BUILDING.  THE MARK
 EM0669'IS SET IN A DRILL HOLE IN BED ROCK AND IS STAMPED HEYLS NO 2 1948.
 EM0669'
 EM0669'AZIMUTH MARK IS SOUTHEAST OF THE STATION AT THE BOTTOM OF THE
 EM0669'HILL, 11.5 FEET SOUTH OF THE CENTER OF THE CURVE IN THE ROAD
 EM0669'AT THE SOUTHWEST SIDE OF THE FLAT ROCKY TABLE, 10.5 FEET
 EM0669'NORTHWEST OF A TWIN OAK TREE AND 2.5 FEET WEST OF A WITNESS POST.
 EM0669'THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING BED ROCK AND IS
 EM0669'STAMPED HEYLS 1948.
 EM0669'
 EM0669'HEYLS (HHH) IS LOCATED ON THE TOP OF RN GUARD HOUSE SITUATED
 EM0669'ON THE HIGHEST PART OF HEYLS HILL.  MARKED BY THE CENTER OF
 EM0669'HEAD OF A SMALL NAIL CEMENTED INTO THE EXACT CENTER OF THE
 EM0669'CONCRETE TOP OF GUARD HOUSE.
 EM0669'
 EM0669'TO REACH FROM FORT SILL GATE NO. 1, 0.2 MILE NORTH OF THE FORT
 EM0669'SILL RAILROAD STATION, GO WEST ON SHERIDAN ROAD FOR 1.35 MILE
 EM0669'TO FORT SILL BLVD., TURN RIGHT AND GO 0.5 MILE TO CROSS STREET
 EM0669'(RANDOLPH ROAD), TURN LEFT ON RANDOLPH ROAD AND GO 1.65 MILES
 EM0669'TO FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO SIDE ROAD RIGHT,
 EM0669'TURN RIGHT ON THE RIGHT ROAD OF SEVERAL AND GO NORTHERLY FOR
 EM0669'0.65 MILE TO A CURVE AT A ROCKY TABLE AND THE AZIMUTH MARK ON
 EM0669'THE LEFT.  KEEP LEFT AND GO 0.15 MILE TO ROAD UPHILL, KEEP LEFT
 EM0669'ROAD FOR 0.15 MILE TO TOP OF HILL AND STATION.
 EM0669'
 EM0669'A 4 FOOT SIGNAL AT DODGE IS VISIBLE FROM THE GROUND.
 EM0669'
 EM0669'A 47 FOOT SIGNAL AT LAWTON N BASE IS VISIBLE FROM THE GROUND.
 EM0669'
 EM0669'A 12 FOOT SIGNAL AT SIGNAL IS VISIBLE FROM THE GROUND.
 EM0669
 EM0669                          STATION RECOVERY (2014)
 EM0669
 EM0669'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0669'TRIANGUALTION STATION WAS RECOVERED IN FAIR CONDITION.  IT HAS BEEN
 EM0669'BEAT UPON, BUT IS STILL READABLE.
 EM0669'
 EM0669'RM1 HAS BEEN REMOVED.  THE SETTING IS STILL IN PLACE, BUT THE DISK IS
 EM0669'GONE.
 EM0669'
 EM0669'RM2 RECOVERED IN FAIR CONDITION.  IT IS STAMPED HEYLS NO 2 AND IS
 EM0669'DATED 1948.
 EM0669'
 EM0669'AZIMUTH MARK IS RECOVED IN VERY POOR CONDITION.  ONLY HALF OF THE
 EM0669'OUTER WORDING IS READABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0666 ***********************************************************************
 EM0666  DESIGNATION -  HEYLS HHH 1945
 EM0666  PID         -  EM0666
 EM0666  STATE/COUNTY-  OK/COMANCHE
 EM0666  COUNTRY     -  US
 EM0666  USGS QUAD   -  FORT SILL (2018)
 EM0666
 EM0666                         *CURRENT SURVEY CONTROL
 EM0666  ______________________________________________________________________
 EM0666* NAD 83(1993) POSITION- 34 41 30.45308(N) 098 26 15.50459(W)   ADJUSTED
 EM0666* NAVD 88 ORTHO HEIGHT -   413.    (meters)     1355.    (feet) SCALED
 EM0666  ______________________________________________________________________
 EM0666  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 EM0666  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 EM0666  HORZ ORDER      -  SECOND
 EM0666
 EM0666.The horizontal coordinates were established by classical geodetic methods
 EM0666.and adjusted by the National Geodetic Survey in November 1994.
 EM0666
 EM0666.The orthometric height was scaled from a topographic map.
 EM0666
 EM0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0666.GEOID18 height accuracy estimate available here.
 EM0666
 EM0666.Click photographs - Photos may exist for this station.
 EM0666
 EM0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0666
 EM0666. The following values were computed from the NAD 83(1993) position.
 EM0666
 EM0666;                    North         East     Units Scale Factor Converg.
 EM0666;SPC OK S     -   150,772.079   559,902.032   MT  0.99993770   -0 14 54.3
 EM0666;SPC OK S     -   494,658.06  1,836,945.25   sFT  0.99993770   -0 14 54.3
 EM0666;UTM  14      - 3,839,008.769   551,508.231   MT  0.99963270   +0 19 12.3
 EM0666
 EM0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0666!SPC OK S     -   0.99993920  x   0.99993770  =   0.99987690
 EM0666!UTM  14      -   0.99993920  x   0.99963270  =   0.99957192
 EM0666
 EM0666:                Primary Azimuth Mark                     Grid Az
 EM0666:SPC OK S     -  WOLF 1945                                200 00 12.4
 EM0666:UTM  14      -  WOLF 1945                                199 26 05.8
 EM0666
 EM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5150839008(NAD 83)
 EM0666
 EM0666|---------------------------------------------------------------------|
 EM0666| PID    Reference Object                     Distance      Geod. Az  |
 EM0666|                                                           dddmmss.s |
 EM0666| EM0640 WOLF 1945                           APPROX. 2.4 KM 1994518.1 |
 EM0666|---------------------------------------------------------------------|
 EM0666
 EM0666                          SUPERSEDED SURVEY CONTROL
 EM0666
 EM0666  NAD 83(1986)-  34 41 30.45853(N)    098 26 15.48900(W) AD(       ) 2
 EM0666  NAD 83(1986)-  34 41 30.45739(N)    098 26 15.48903(W) AD(       ) 2
 EM0666  NAD 27      -  34 41 30.20200(N)    098 26 14.29200(W) AD(       ) 2
 EM0666
 EM0666.Superseded values are not recommended for survey control.
 EM0666
 EM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0666.See file dsdata.pdf to determine how the superseded data were derived.
 EM0666
 EM0666_MARKER: N = NAIL
 EM0666_SETTING: 0 = UNSPECIFIED SETTING
 EM0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0666
 EM0666  HISTORY     - Date     Condition        Report By
 EM0666  HISTORY     - 1945     MONUMENTED       CGS
 EM0666
 EM0666                          STATION DESCRIPTION
 EM0666
 EM0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EM0666'SEE STATION HEYLS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM3326 ***********************************************************************
 DM3326  DESIGNATION -  HGR 9 RAMP
 DM3326  PID         -  DM3326
 DM3326  STATE/COUNTY-  OK/OKLAHOMA
 DM3326  COUNTRY     -  US
 DM3326  USGS QUAD   -  OKLAHOMA CITY (2018)
 DM3326
 DM3326                         *CURRENT SURVEY CONTROL
 DM3326  ______________________________________________________________________
 DM3326* NAD 83(2011) POSITION- 35 23 58.79181(N) 097 36 45.97033(W)   ADJUSTED
 DM3326* NAD 83(2011) ELLIP HT-   359.654 (meters)        (06/27/12)   ADJUSTED
 DM3326* NAD 83(2011) EPOCH   -  2010.00
 DM3326* NAVD 88 ORTHO HEIGHT -   386.5   (meters)     1268.    (feet) GPS OBS
 DM3326  ______________________________________________________________________
 DM3326  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3326  GEOID HEIGHT    -        -26.855 (meters)                     GEOID09
 DM3326  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 DM3326  NAD 83(2011) X  -   -689,565.658 (meters)                     COMP
 DM3326  NAD 83(2011) Y  - -5,159,282.805 (meters)                     COMP
 DM3326  NAD 83(2011) Z  -  3,674,307.831 (meters)                     COMP
 DM3326  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 DM3326
 DM3326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3326  Standards:
 DM3326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3326  -------------------------------------------------------------------
 DM3326  NETWORK    1.15   1.47           0.51   0.42   0.75      0.12469024
 DM3326  -------------------------------------------------------------------
 DM3326  Click here for local accuracies and other accuracy information.
 DM3326
 DM3326.This mark is at Will Rogers World Airport (OKC)
 DM3326
 DM3326.The horizontal coordinates were established by GPS observations
 DM3326.and adjusted by the National Geodetic Survey in June 2012.
 DM3326
 DM3326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3326.been affixed to the stable North American tectonic plate. See 
 DM3326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3326
 DM3326.The horizontal coordinates are valid at the epoch date displayed above
 DM3326.which is a decimal equivalence of Year/Month/Day.
 DM3326
 DM3326.The orthometric height was determined by GPS observations and a
 DM3326.high-resolution geoid model.
 DM3326
 DM3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3326.GEOID18 height accuracy estimate available here.
 DM3326
 DM3326.Click photographs - Photos may exist for this station.
 DM3326
 DM3326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3326
 DM3326.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3326
 DM3326.The ellipsoidal height was determined by GPS observations
 DM3326.and is referenced to NAD 83.
 DM3326
 DM3326. The following values were computed from the NAD 83(2011) position.
 DM3326
 DM3326;                    North         East     Units Scale Factor Converg.
 DM3326;SPC OK N     -    44,414.553   635,177.941   MT  1.00003451   +0 13 42.7
 DM3326;SPC OK N     -   145,716.75  2,083,912.96   sFT  1.00003451   +0 13 42.7
 DM3326;UTM  14      - 3,918,249.293   625,972.575   MT  0.99979556   +0 48 13.3
 DM3326
 DM3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3326!SPC OK N     -   0.99994355  x   1.00003451  =   0.99997806
 DM3326!UTM  14      -   0.99994355  x   0.99979556  =   0.99973912
 DM3326
 DM3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2597218249(NAD 83)
 DM3326
 DM3326|---------------------------------------------------------------------|
 DM3326| PID    Reference Object                     Distance      Geod. Az  |
 DM3326|                                                           dddmmss.s |
 DM3326| DM3327 HGR 9 ROOF                          190.897 METERS 25343     |
 DM3326|---------------------------------------------------------------------|
 DM3326
 DM3326                          SUPERSEDED SURVEY CONTROL
 DM3326
 DM3326  NAD 83(2007)-  35 23 58.79212(N)    097 36 45.97063(W) AD(2002.00) B
 DM3326  ELLIP H (09/07/10)  359.673  (m)                       GP(2002.00) 4 2
 DM3326
 DM3326.Superseded values are not recommended for survey control.
 DM3326
 DM3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3326.See file dsdata.pdf to determine how the superseded data were derived.
 DM3326
 DM3326_MARKER: DH = HORIZONTAL CONTROL DISK
 DM3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3326_STAMPING: HGR 9 RAMP 2010
 DM3326_MARK LOGO: NGS
 DM3326_PROJECTION: FLUSH
 DM3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3326+STABILITY: SURFACE MOTION
 DM3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3326+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2010
 DM3326
 DM3326  HISTORY     - Date     Condition        Report By
 DM3326  HISTORY     - 20100623 MONUMENTED       NGS
 DM3326
 DM3326                          STATION DESCRIPTION
 DM3326
 DM3326'DESCRIBED BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 DM3326'THE STATION IS LOCATED IN THE SOUTHWEST PART OF OKLAHOMA CITY, IN THE
 DM3326'WESTERN SECTION OF THE WILL ROGERS WORLD AIRPORT ON THE GROUNDS OF THE
 DM3326'FAA HEADQUARTERS, MIKE MONRONEY AERONAUTICAL CENTER.  IT IS LOCATED
 DM3326'0.16 MI (0.3 KM) EAST OF FAA GATE 12.  THIS IS A CONTROLLED PORTION OF
 DM3326'THE AIRPORT AND ESCORT IS REQUIRED.  PERMISSION TO USE THIS MARK MUST
 DM3326'BE OBTAINED FROM THE FAA.  CONTACT JAY SANDWELL, 405-954-2024.
 DM3326'
 DM3326'TO REACH THE STATION FROM THE VISITORS BUILDING AT THE AERONAUTICAL
 DM3326'CENTER AT REGINA AVENUE AND SW 62ND STREET, PROCEED EASTERLY ALONG SW
 DM3326'62ND STREET FOR 0.4 MI (0.6 KM). SOUTHWEST 62ND STREET WILL BECOME SW
 DM3326'63RD STREET.  CONTINUE ON SW 63RD STREET FOR 0.3 MI (0.5 KM) TO DUKE
 DM3326'AVENUE.  TURN RIGHT ON DUKE AVENUE AND PROCEED 175 FT (53.3 M) TO FAA
 DM3326'GATE 12.  PASS THROUGH THE GATE AND PROCEED 0.16 MI (0.3 KM) EAST
 DM3326'ALONG THE RAMP AND GRASS AREA TO THE STATION DIRECTLY AHEAD.
 DM3326'
 DM3326'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF AN 8 FT (2.4 M) X 10
 DM3326'FT (3.0 M) CONCRETE PAD, 12 FT (3.7 M) WEST-NORTHWEST OF AN ELECTRICAL
 DM3326'BOX AND 0.5 FT (0.2 M) INBOARD OF EACH EDGE OF THE PAD.  THE STATION
 DM3326'IS A NATIONAL GEODETIC SURVEY HORIZONTAL DISK, STAMPED HGR 9 RAMP
 DM3326'2010, SET IN A DRILL HOLE IN THE CONCRETE PAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM3327 ***********************************************************************
 DM3327  DESIGNATION -  HGR 9 ROOF
 DM3327  PID         -  DM3327
 DM3327  STATE/COUNTY-  OK/OKLAHOMA
 DM3327  COUNTRY     -  US
 DM3327  USGS QUAD   -  OKLAHOMA CITY (2018)
 DM3327
 DM3327                         *CURRENT SURVEY CONTROL
 DM3327  ______________________________________________________________________
 DM3327* NAD 83(2011) POSITION- 35 23 57.05502(N) 097 36 53.23194(W)   ADJUSTED
 DM3327* NAD 83(2011) ELLIP HT-   381.896 (meters)        (06/27/12)   ADJUSTED
 DM3327* NAD 83(2011) EPOCH   -  2010.00
 DM3327* NAVD 88 ORTHO HEIGHT -   408.8   (meters)     1341.    (feet) GPS OBS
 DM3327  ______________________________________________________________________
 DM3327  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM3327  GEOID HEIGHT    -        -26.855 (meters)                     GEOID09
 DM3327  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 DM3327  NAD 83(2011) X  -   -689,753.803 (meters)                     COMP
 DM3327  NAD 83(2011) Y  - -5,159,307.230 (meters)                     COMP
 DM3327  NAD 83(2011) Z  -  3,674,277.082 (meters)                     COMP
 DM3327  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 DM3327
 DM3327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM3327  Standards:
 DM3327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM3327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM3327  -------------------------------------------------------------------
 DM3327  NETWORK    1.40   1.69           0.62   0.51   0.86      0.08522903
 DM3327  -------------------------------------------------------------------
 DM3327  Click here for local accuracies and other accuracy information.
 DM3327
 DM3327.This mark is at Will Rogers World Airport (OKC)
 DM3327
 DM3327.The horizontal coordinates were established by GPS observations
 DM3327.and adjusted by the National Geodetic Survey in June 2012.
 DM3327
 DM3327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM3327.been affixed to the stable North American tectonic plate. See 
 DM3327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM3327
 DM3327.The horizontal coordinates are valid at the epoch date displayed above
 DM3327.which is a decimal equivalence of Year/Month/Day.
 DM3327
 DM3327.The orthometric height was determined by GPS observations and a
 DM3327.high-resolution geoid model.
 DM3327
 DM3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3327.GEOID18 height accuracy estimate available here.
 DM3327
 DM3327.Click photographs - Photos may exist for this station.
 DM3327
 DM3327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3327
 DM3327.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM3327
 DM3327.The ellipsoidal height was determined by GPS observations
 DM3327.and is referenced to NAD 83.
 DM3327
 DM3327. The following values were computed from the NAD 83(2011) position.
 DM3327
 DM3327;                    North         East     Units Scale Factor Converg.
 DM3327;SPC OK N     -    44,360.297   634,994.910   MT  1.00003462   +0 13 38.4
 DM3327;SPC OK N     -   145,538.74  2,083,312.47   sFT  1.00003462   +0 13 38.4
 DM3327;UTM  14      - 3,918,193.215   625,790.141   MT  0.99979500   +0 48 09.1
 DM3327
 DM3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3327!SPC OK N     -   0.99994006  x   1.00003462  =   0.99997468
 DM3327!UTM  14      -   0.99994006  x   0.99979500  =   0.99973507
 DM3327
 DM3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2579018193(NAD 83)
 DM3327
 DM3327|---------------------------------------------------------------------|
 DM3327| PID    Reference Object                     Distance      Geod. Az  |
 DM3327|                                                           dddmmss.s |
 DM3327| DM3326 HGR 9 RAMP                          190.897 METERS 07343     |
 DM3327|---------------------------------------------------------------------|
 DM3327
 DM3327                          SUPERSEDED SURVEY CONTROL
 DM3327
 DM3327  NAD 83(2007)-  35 23 57.05533(N)    097 36 53.23223(W) AD(2002.00) 1
 DM3327  ELLIP H (09/07/10)  381.918  (m)                       GP(2002.00) 4 2
 DM3327
 DM3327.Superseded values are not recommended for survey control.
 DM3327
 DM3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3327.See file dsdata.pdf to determine how the superseded data were derived.
 DM3327
 DM3327_MARKER: Z = SEE DESCRIPTION
 DM3327_SETTING: 0 = UNSPECIFIED SETTING
 DM3327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3327+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2010
 DM3327
 DM3327  HISTORY     - Date     Condition        Report By
 DM3327  HISTORY     - 20100625 MONUMENTED       NGS
 DM3327
 DM3327                          STATION DESCRIPTION
 DM3327
 DM3327'DESCRIBED BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 DM3327'THE STATION IS LOCATED IN THE SOUTHWEST PART OF OKLAHOMA CITY, IN THE
 DM3327'WESTERN SECTION OF THE WILL ROGERS WORLD AIRPORT ON THE GROUNDS OF THE
 DM3327'FAA HEADQUARTERS, MIKE MONRONEY AERONAUTICAL CENTER.  IT IS LOCATED
 DM3327'ATOP FAA HANGAR 9.  THIS IS A CONTROLLED PORTION OF THE AIRPORT AND
 DM3327'ESCORT IS REQUIRED.  PERMISSION FOR ACCESS TO THIS MARK MUST BE
 DM3327'OBTAINED FROM THE FAA.  CONTACT JAY SANDWELL, 405-954-2024.
 DM3327'
 DM3327'TO REACH THE STATION FROM THE VISITORS BUILDING OF THE AERONAUTICAL
 DM3327'CENTER AT REGINA AVENUE AND SW 62ND STREET, PROCEED EASTERLY ALONG SW
 DM3327'62ND STREET FOR 0.4 MI (0.6 KM). SOUTHWEST 62ND STREET WILL BECOME SW
 DM3327'63RD STREET.  CONTINUE ON SW 63RD STREET FOR 0.3 MI (0.5 KM) TO DUKE
 DM3327'AVENUE.  TURN RIGHT ON DUKE AVENUE AND PROCEED 0.1 MI (0.2 KM) TO FAA
 DM3327'HANGAR 9.
 DM3327'
 DM3327'THE STATION IS A METAL PLATE MOUNTED ATOP THE SECOND NORTHERLY HINGED
 DM3327'AND GUYED STEEL TOWER APPROXIMATELY 20 FT (6.1 M) HIGH ABOVE A STEEL
 DM3327'I-BEAM FIXED TO THE ROOF OF THE HANGAR.  A HOLE WAS DRILLED THROUGH
 DM3327'THE PLATE TO ALLOW INSTALLATION OF A GPS ANTENNA.  THE DATUM POINT IS
 DM3327'THE CENTER OF HOLE AT TOP OF PLATE.  TO REMOVE OR INSTALL THE ANTENNA,
 DM3327'THE UPPER PORTION OF THE TOWER IS LOWERED TO ROOF LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0055 ***********************************************************************
 FK0055  DESIGNATION -  HH 114
 FK0055  PID         -  FK0055
 FK0055  STATE/COUNTY-  OK/BLAINE
 FK0055  COUNTRY     -  US
 FK0055  USGS QUAD   -  HITCHCOCK (2018)
 FK0055
 FK0055                         *CURRENT SURVEY CONTROL
 FK0055  ______________________________________________________________________
 FK0055* NAD 83(1986) POSITION- 35 53 57.     (N) 098 22 08.     (W)   SCALED
 FK0055* NAVD 88 ORTHO HEIGHT -   460.916 (meters)     1512.19  (feet) ADJUSTED
 FK0055  ______________________________________________________________________
 FK0055  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 FK0055  DYNAMIC HEIGHT  -        460.484 (meters)     1510.77  (feet) COMP
 FK0055  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 FK0055
 FK0055  VERT ORDER      -  SECOND    CLASS 0
 FK0055
 FK0055.The horizontal coordinates were scaled from a map and have
 FK0055.an estimated accuracy of +/- 6 seconds.
 FK0055
 FK0055.The orthometric height was determined by differential leveling and
 FK0055.adjusted by the NATIONAL GEODETIC SURVEY
 FK0055.in June 1991.
 FK0055
 FK0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0055.GEOID18 height accuracy estimate available here.
 FK0055
 FK0055.Click photographs - Photos may exist for this station.
 FK0055
 FK0055.The dynamic height is computed by dividing the NAVD 88
 FK0055.geopotential number by the normal gravity value computed on the
 FK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0055.degrees latitude (g = 980.6199 gals.).
 FK0055
 FK0055.The modeled gravity was interpolated from observed gravity values.
 FK0055
 FK0055;                    North         East    Units  Estimated Accuracy
 FK0055;SPC OK N     -    99,830.      566,700.      MT  (+/- 180 meters Scaled)
 FK0055
 FK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE569729(NAD 83)
 FK0055
 FK0055                          SUPERSEDED SURVEY CONTROL
 FK0055
 FK0055  NGVD 29 (??/??/92)  460.733  (m)         1511.59   (f) ADJ UNCH    2 0
 FK0055
 FK0055.Superseded values are not recommended for survey control.
 FK0055
 FK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0055.See file dsdata.pdf to determine how the superseded data were derived.
 FK0055
 FK0055_MARKER: DB = BENCH MARK DISK
 FK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0055_STAMPING: HH 114 1935
 FK0055_MARK LOGO: CGS
 FK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0055+STABILITY: SURFACE MOTION
 FK0055
 FK0055  HISTORY     - Date     Condition        Report By
 FK0055  HISTORY     - 1935     MONUMENTED       CGS
 FK0055
 FK0055                          STATION DESCRIPTION
 FK0055
 FK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0055'4.9 MI N FROM WATONGA.
 FK0055'42 FEET SOUTH OF CENTER LINE OF SECTION LINE ROAD, 36 FEET WEST
 FK0055'OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 FK0055'TRACK, 4 FEET SOUTHEAST OF MILEPOST 56.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0007 ***********************************************************************
 EL0007  DESIGNATION -  HH 56
 EL0007  PID         -  EL0007
 EL0007  STATE/COUNTY-  OK/COAL
 EL0007  COUNTRY     -  US
 EL0007  USGS QUAD   -  CENTRAHOMA (2018)
 EL0007
 EL0007                         *CURRENT SURVEY CONTROL
 EL0007  ______________________________________________________________________
 EL0007* NAD 83(1986) POSITION- 34 30 49.     (N) 096 18 55.     (W)   SCALED
 EL0007* NAVD 88 ORTHO HEIGHT -   206.772 (meters)      678.38  (feet) ADJUSTED
 EL0007  ______________________________________________________________________
 EL0007  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 EL0007  DYNAMIC HEIGHT  -        206.566 (meters)      677.71  (feet) COMP
 EL0007  MODELED GRAVITY -    979,636.3   (mgal)                       NAVD 88
 EL0007
 EL0007  VERT ORDER      -  SECOND    CLASS 0
 EL0007
 EL0007.The horizontal coordinates were scaled from a map and have
 EL0007.an estimated accuracy of +/- 6 seconds.
 EL0007
 EL0007.The orthometric height was determined by differential leveling and
 EL0007.adjusted by the NATIONAL GEODETIC SURVEY
 EL0007.in June 1991.
 EL0007
 EL0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0007.GEOID18 height accuracy estimate available here.
 EL0007
 EL0007.Click photographs - Photos may exist for this station.
 EL0007
 EL0007.The dynamic height is computed by dividing the NAVD 88
 EL0007.geopotential number by the normal gravity value computed on the
 EL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0007.degrees latitude (g = 980.6199 gals.).
 EL0007
 EL0007.The modeled gravity was interpolated from observed gravity values.
 EL0007
 EL0007;                    North         East    Units  Estimated Accuracy
 EL0007;SPC OK S     -   132,210.      754,680.      MT  (+/- 180 meters Scaled)
 EL0007
 EL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD464223(NAD 83)
 EL0007
 EL0007                          SUPERSEDED SURVEY CONTROL
 EL0007
 EL0007  NGVD 29 (??/??/92)  206.698  (m)          678.14   (f) ADJ UNCH    2 0
 EL0007
 EL0007.Superseded values are not recommended for survey control.
 EL0007
 EL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0007.See file dsdata.pdf to determine how the superseded data were derived.
 EL0007
 EL0007_MARKER: B = BOLT
 EL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0007+STABILITY: SURFACE MOTION
 EL0007
 EL0007  HISTORY     - Date     Condition        Report By
 EL0007  HISTORY     - 1934     MONUMENTED       CGS
 EL0007
 EL0007                          STATION DESCRIPTION
 EL0007
 EL0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0007'7.6 MI NW FROM LEHIGH.
 EL0007'7.6 MILES NORTHWEST ALONG THE ABANDONED ATCHISON, TOPEKA AND
 EL0007'SANTA FE RAILWAY FROM THE OKALHOMA CITY-ADA-ATOKA RAILWAY STATION
 EL0007'AT LEHIGH, COAL COUNTY, 36 FEET NORTH OF MILEPOST 8, AT THE
 EL0007'NORTH END OF A DIRT CUT, AND 52 FEET EAST OF THE EAST RAIL.
 EL0007'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0333 ***********************************************************************
 FH0333  DESIGNATION -  HH 67
 FH0333  PID         -  FH0333
 FH0333  STATE/COUNTY-  OK/LE FLORE
 FH0333  COUNTRY     -  US
 FH0333  USGS QUAD   -  POTEAU WEST (2018)
 FH0333
 FH0333                         *CURRENT SURVEY CONTROL
 FH0333  ______________________________________________________________________
 FH0333* NAD 83(1986) POSITION- 35 02 15.     (N) 094 38 22.     (W)   SCALED
 FH0333* NAVD 88 ORTHO HEIGHT -   155.740 (meters)      510.96  (feet) ADJUSTED
 FH0333  ______________________________________________________________________
 FH0333  GEOID HEIGHT    -        -31.391 (meters)                     GEOID18
 FH0333  DYNAMIC HEIGHT  -        155.583 (meters)      510.44  (feet) COMP
 FH0333  MODELED GRAVITY -    979,624.9   (mgal)                       NAVD 88
 FH0333
 FH0333  VERT ORDER      -  SECOND    CLASS 0
 FH0333
 FH0333.The horizontal coordinates were scaled from a map and have
 FH0333.an estimated accuracy of +/- 6 seconds.
 FH0333
 FH0333.The orthometric height was determined by differential leveling and
 FH0333.adjusted by the NATIONAL GEODETIC SURVEY
 FH0333.in June 1991.
 FH0333
 FH0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0333.GEOID18 height accuracy estimate available here.
 FH0333
 FH0333.Click photographs - Photos may exist for this station.
 FH0333
 FH0333.The dynamic height is computed by dividing the NAVD 88
 FH0333.geopotential number by the normal gravity value computed on the
 FH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0333.degrees latitude (g = 980.6199 gals.).
 FH0333
 FH0333.The modeled gravity was interpolated from observed gravity values.
 FH0333
 FH0333;                    North         East    Units  Estimated Accuracy
 FH0333;SPC OK S     -   194,140.      906,570.      MT  (+/- 180 meters Scaled)
 FH0333
 FH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU504784(NAD 83)
 FH0333
 FH0333                          SUPERSEDED SURVEY CONTROL
 FH0333
 FH0333  NGVD 29 (??/??/92)  155.633  (m)          510.61   (f) ADJ UNCH    2 0
 FH0333
 FH0333.Superseded values are not recommended for survey control.
 FH0333
 FH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0333.See file dsdata.pdf to determine how the superseded data were derived.
 FH0333
 FH0333_MARKER: DB = BENCH MARK DISK
 FH0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0333_SP_SET: BRIDGE
 FH0333_STAMPING: HH 67 1934
 FH0333_MARK LOGO: CGS
 FH0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0333
 FH0333  HISTORY     - Date     Condition        Report By
 FH0333  HISTORY     - 1934     MONUMENTED       CGS
 FH0333  HISTORY     - 1959     GOOD             CGS
 FH0333
 FH0333                          STATION DESCRIPTION
 FH0333
 FH0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0333'2 MI S FROM POTEAU.
 FH0333'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0333'THE KANSAS CITY SOUTHERN RAILWAY STATION AT POTEAU, LE FLORE
 FH0333'COUNTY, NEAR MILEPOST 446, AT CONCRETE BRIDGE 446.1, IN THE
 FH0333'TOP OF THE NORTHEAST CORNER.  A STANDARD DISK, STAMPED HH 67
 FH0333'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0779 ***********************************************************************
 EM0779  DESIGNATION -  HICKERSON
 EM0779  PID         -  EM0779
 EM0779  STATE/COUNTY-  OK/TILLMAN
 EM0779  COUNTRY     -  US
 EM0779  USGS QUAD   -  COWBOY SPRINGS (2018)
 EM0779
 EM0779                         *CURRENT SURVEY CONTROL
 EM0779  ______________________________________________________________________
 EM0779* NAD 83(1993) POSITION- 34 13 47.25230(N) 098 56 50.10090(W)   ADJUSTED
 EM0779* NAVD 88 ORTHO HEIGHT -   365.24  (+/-2cm)     1198.3   (feet) VERTCON3
 EM0779  ______________________________________________________________________
 EM0779  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 EM0779  LAPLACE CORR    -          3.57  (seconds)                    DEFLEC18
 EM0779  HORZ ORDER      -  SECOND
 EM0779  VERT ORDER      -  THIRD ? (See Below)
 EM0779
 EM0779.The horizontal coordinates were established by classical geodetic methods
 EM0779.and adjusted by the National Geodetic Survey in November 1994.
 EM0779
 EM0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0779
 EM0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0779.GEOID18 height accuracy estimate available here.
 EM0779
 EM0779.The vertical order pertains to the NGVD 29 superseded value.
 EM0779
 EM0779.Click photographs - Photos may exist for this station.
 EM0779
 EM0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0779
 EM0779. The following values were computed from the NAD 83(1993) position.
 EM0779
 EM0779;                    North         East     Units Scale Factor Converg.
 EM0779;SPC OK S     -    99,847.638   512,730.050   MT  0.99995496   -0 32 15.6
 EM0779;SPC OK S     -   327,583.46  1,682,181.84   sFT  0.99995496   -0 32 15.6
 EM0779;SPC TXNC     - 2,284,335.435   558,789.137   MT  1.00008402   -0 14 38.1
 EM0779;SPC TXNC     - 7,494,523.84  1,833,294.03   sFT  1.00008402   -0 14 38.1
 EM0779;UTM  14      - 3,787,636.628   504,858.169   MT  0.99960029   +0 01 46.8
 EM0779
 EM0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0779!SPC OK S     -   0.99994704  x   0.99995496  =   0.99990200
 EM0779!SPC TXNC     -   0.99994704  x   1.00008402  =   1.00003105
 EM0779!UTM  14      -   0.99994704  x   0.99960029  =   0.99954735
 EM0779
 EM0779:                Primary Azimuth Mark                     Grid Az
 EM0779:SPC OK S     -  HICKERSON AZ MK 2                        063 27 39.6
 EM0779:SPC TXNC     -  HICKERSON AZ MK 2                        063 10 02.1
 EM0779:UTM  14      -  HICKERSON AZ MK 2                        062 53 37.2
 EM0779
 EM0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0485887636(NAD 83)
 EM0779
 EM0779|---------------------------------------------------------------------|
 EM0779| PID    Reference Object                     Distance      Geod. Az  |
 EM0779|                                                           dddmmss.s |
 EM0779| EM0786 HOLLISTER MUNICIPAL TANK            APPROX.14.5 KM 0283234.1 |
 EM0779| CX8291 HICKERSON AZ MK 2                                  0625524.0 |
 EM0779| CX8290 HICKERSON AZ MK                                    0625704.0 |
 EM0779| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.24.2 KM 0911558.1 |
 EM0779| EM0763 GRANDFIELD TV STA KSWO MAST         APPROX.20.8 KM 0941455.4 |
 EM0779| EM0935 HARROLD MUNICIPAL TANK              APPROX.18.4 KM 2052926.2 |
 EM0779| CX8293 HICKERSON RM 2                      234.339 METERS 26508     |
 EM0779| EM0924 FREDERICK MUNICIPAL TANK            APPROX.19.1 KM 3381048.8 |
 EM0779| CX8292 HICKERSON RM 1                      299.585 METERS 35928     |
 EM0779|---------------------------------------------------------------------|
 EM0779
 EM0779                          SUPERSEDED SURVEY CONTROL
 EM0779
 EM0779  NAD 83(1986)-  34 13 47.25824(N)    098 56 50.08863(W) AD(       ) 2
 EM0779  NAD 27      -  34 13 46.93900(N)    098 56 48.82500(W) AD(       ) 2
 EM0779  USSD        -  34 13 46.90900(N)    098 56 49.23300(W) AD(       ) 3
 EM0779  NGVD 29             365.14   (m)         1198.0    (f) LEVELING    3  
 EM0779
 EM0779.Superseded values are not recommended for survey control.
 EM0779
 EM0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0779.See file dsdata.pdf to determine how the superseded data were derived.
 EM0779
 EM0779_MARKER: DS = TRIANGULATION STATION DISK
 EM0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0779_STAMPING: HICKERSON 1923
 EM0779_MARK LOGO: CGS
 EM0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0779+STABILITY: SURFACE MOTION
 EM0779
 EM0779  HISTORY     - Date     Condition        Report By
 EM0779  HISTORY     - 1923     MONUMENTED       CGS
 EM0779  HISTORY     - 1934     GOOD             CGS
 EM0779  HISTORY     - 1948     GOOD             CGS
 EM0779  HISTORY     - 1963     GOOD             CGS
 EM0779  HISTORY     - 1965     GOOD             CGS
 EM0779
 EM0779                          STATION DESCRIPTION
 EM0779
 EM0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0779'STATION IS 15 MILES DUE W OF GRANDFIELD, IN NE 1/4 SEC. 11
 EM0779'T 4 S, R 17 W, ON LAND OWNED BY C.V. HICKERSON AND OCCUPIED
 EM0779'BY GLEN WALLIS, IN A SMALL PASTURE ABOUT 300 METERS (984 FEET)
 EM0779'S OF WALLIS HOUSE, 20 METERS (66 FEET) N OF S FENCE LINE AND
 EM0779'45 METERS (148 FEET) W OF E FENCE LINE OF PASTURE.
 EM0779'
 EM0779'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0779'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0779'
 EM0779'REFERENCE MARK IS 8 METERS (26 FEET) S OF CENTER LINE OF ROAD,
 EM0779'25 METERS (82 FEET) W OF WALLIS HOUSE, AND 299.53 METERS
 EM0779'(982.7 FEET) FROM STATION, N 00 DEG 31 MIN 03 SEC W.
 EM0779
 EM0779                          STATION RECOVERY (1934)
 EM0779
 EM0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0779'RECOVERED IN GOOD CONDITION.
 EM0779'
 EM0779'STATION IS ABOUT 15 MILES W OF GRANDFIELD ON LAND OWNED BY
 EM0779'EVA LUE HAYNES.
 EM0779
 EM0779                          STATION RECOVERY (1948)
 EM0779
 EM0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0779'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED
 EM0779'AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH AND REFERENCE MARK
 EM0779'NO. 2 WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION WITH THE
 EM0779'ADDITIONS AND CORRECTIONS FOLLOWS--
 EM0779'
 EM0779'THE STATION IS LOCATED ABOUT 15 MILES WEST OF GRANDFIELD, ABOUT
 EM0779'12 MILES SOUTH-SOUTHEAST OF FREDERICK AND ON LAND NOW OWNED
 EM0779'BY MR. EDGAR HAYNES.  IT IS SITUATED ON THE HIGHEST POINT
 EM0779'OF A FIELD, ABOUT 300 METERS SOUTH OF THE HAYNES HOUSE AND 1
 EM0779'FOOT SOUTHEAST OF A REFERENCE POST.  THE DISK IS STAMPED
 EM0779'HICKERSON 1923 AND IS SET FLUSH.
 EM0779'
 EM0779'THE REFERENCE MARK IS LOCATED 82 FEET NORTHWEST OF THE NORTHWEST
 EM0779'CORNER OF THE HOUSE, 32 FEET EAST OF A POWER LINE POLE, 22
 EM0779'FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND 4 FEET SOUTH
 EM0779'OF THE FENCE LINE.  THE DISK IS STAMPED HICKERSON 1923 AND
 EM0779'IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 EM0779'
 EM0779'REFERENCE MARK NO. 2 IS LOCATED IN A NORTH-SOUTH FENCE LINE,
 EM0779'1 FOOT SOUTH OF AN 8 INCH ELM TREE.  THE DISK IS STAMPED
 EM0779'HICKERSON NO 2 1948 AND PROJECTS 6 INCHES.
 EM0779'
 EM0779'THE AZIMUTH MARK IS LOCATED 0.4 MILE NORTHEAST OF THE STATION,
 EM0779'36 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION, 1 FOOT
 EM0779'NORTH OF A REFERENCE POST AND 1 FOOT SOUTH OF A POWER LINE POLE.
 EM0779'THE DISK IS STAMPED HICKERSON 1948 AND PROJECTS 4 INCHES.
 EM0779'
 EM0779'TO REACH THE STATION FROM THE POST OFFICE IN HOLLISTER, GO SOUTH
 EM0779'ON A GRAVELED ROAD FOR 6.8 MILES TO AN INTERSECTION WITH U.S.
 EM0779'HIGHWAY 70, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 70 FOR 4.2
 EM0779'MILES TO A CROSSROAD AND THE VALLEY CASH STORE, TURN LEFT AND
 EM0779'GO SOUTH ON A DIRT ROAD FOR 1.0 TO CROSSROAD AND THE AZIMUTH
 EM0779'MARK, TURN RIGHT AND GO WEST FOR 0.35 MILE TO THE HAYNES
 EM0779'HOME ON THE LEFT.  THENCE TURN LEFT JUST EAST OF THE HOUSE
 EM0779'AND GO SOUTH ACROSS FIELD FOR ABOUT 325 YARDS TO THE HIGHEST
 EM0779'POINT AND THE STATION AS DESCRIBED.
 EM0779'
 EM0779'A 47 FOOT SIGNAL AT FREDERICK 1923 IS VISIBLE AT 4 FEET.
 EM0779'
 EM0779'A 100 FOOT SIGNAL AT HOLLISTER IS VISIBLE AT 12 FEET.
 EM0779'
 EM0779'A 47 FOOT SIGNAL AT BURKE 1923 IS VISIBLE AT 4 FEET.
 EM0779
 EM0779                          STATION RECOVERY (1963)
 EM0779
 EM0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0779'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0779'THE STATION, REFERENCE MARK NUMBER TWO AND AZIMUTH MARK
 EM0779'RECOVERED AS DESCRIBED IN THE 1948 DESCRIPTION.
 EM0779'
 EM0779'REFERENCE MARK 1923 IS 81.0 FEET NORTHWEST OF THE NORTHWEST
 EM0779'CORNER OF HOUSE AND 31.0 FEET SOUTH FROM THE CENTER OF THE
 EM0779'EAST-WEST ROAD, 38.0 FEET EAST OF A POWER LINE POLE AND 40.0
 EM0779'FEET WEST FROM THE CENTER OF A TRACK ROAD THAT LEADS SOUTH
 EM0779'BY THE WEST EDGE OF HOUSE.  THE MARK IS 2 INCHES BELOW GROUND
 EM0779'SURFACE.
 EM0779'
 EM0779'THE DESCRIPTION TO REACH FROM HOLLISTER WAS NOT CHECKED.
 EM0779'
 EM0779'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND 81 ABOUT 0.4
 EM0779'M MILE NORTH OF DAVIDSON, GO EAST ON HIGHWAY 70 FOR 7.75 MILES
 EM0779'TO CROSSROAD AT VALLEY STORE ON THE LEFT, TURN RIGHT AND
 EM0779'GO SOUTH FOR 1.0 MILE TO CROSSROADS AND AZIMUTH MARK, TURN
 EM0779'RIGHT AND GO WEST FOR 0.35 MILE TO HOUSE ON THE LEFT AND STATION
 EM0779'ABOUT 0.2 MILE SOUTH IN FIELD AS DESCRIBED.
 EM0779
 EM0779                          STATION RECOVERY (1965)
 EM0779
 EM0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0779'THE STATION AND REFERENCE MARK 2 WAS RECOVERED AS
 EM0779'DESCRIBED.  REFERENCE MARK 1 WAS RECOVERED BUT APPEARS TO HAVE
 EM0779'BEEN HIT BY MACHINERY AS A DIFFERENCE IN DIRECTION WAS NOTED.  THE
 EM0779'AZIMUTH MARK WAS RECOVERED BUT WAS OBSTRUCTED AND A NEW AZIMUTH
 EM0779'MARK WAS ESTABLISHED.
 EM0779'
 EM0779'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 EM0779'
 EM0779'THE STATION IS ABOUT 20 MILES EAST-NORTHEAST OF VERNON, TEXAS,
 EM0779'13-3/4 MILES NORTH OF ELECTRA, TEXAS AND 7 MILES EAST OF
 EM0779'DAVIDSON, OKLAHOMA.  IT IS ON THE HIGHEST POINT OF A CULIVATED
 EM0779'FIELD ON LAND OWNED BY MR. MARTIN HAYES.
 EM0779'
 EM0779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 183
 EM0779'ABOUT 1/2 MILE NORTH OF DAVIDSON, OKLAHOMA, GO EAST ON U.S. HIGHWAY
 EM0779'70 FOR 6.6 MILES TO A CROSSROAD AND THE VICTORY GRADE
 EM0779'SCHOOL ON THE LEFT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR
 EM0779'1.0 MILE TO A CROSSROAD, TURN LEFT, EAST, ON A VERY SANDY ROAD
 EM0779'FOR 0.7 MILE TO MR. HAYES HOUSE ON THE RIGHT.  FROM THIS POINT,
 EM0779'GO SOUTH THROUGH CULTIVATED FIELD PASSING TO THE WEST SIDE OF
 EM0779'MR. HAYES HOUSE TO THE HIGHEST POINT OF THE FIELD AND THE
 EM0779'STATION.
 EM0779'
 EM0779'STATION MARK IS A STANDARD DISK, STAMPED HICKERSON 1923, SET IN
 EM0779'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM0779'THE GROUND.  IT IS ABOUT 300 YARDS SOUTH OF MR. HAYES
 EM0779'HOUSE.
 EM0779'
 EM0779'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HICKERSON 1923, SET
 EM0779'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM0779'THE GROUND.  IT IS 82 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EM0779'THE HOUSE, 32 FEET EAST OF A POWER LINE POLE AND 22 FEET SOUTH
 EM0779'OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD.
 EM0779'
 EM0779'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HICKERSON NO 2
 EM0779'1948, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 EM0779'PROJECTS 6 INCHES.  IT IS SET IN A NORTH-SOUTH FENCE LINE AND
 EM0779'1 FOOT SOUTH OF AN ELM TREE.
 EM0779'
 EM0779'AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKERSON 1948 RESET
 EM0779'1965, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 EM0779'PROJECTS 4 INCHES.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF AN
 EM0779'EAST-WEST GRADED ROAD, 27 FEET EAST OF A NORTH-SOUTH GRADED
 EM0779'ROAD, 1.3 FEET NORTH-NORTHEAST OF A POWER LINE POLE AND 1.3 FEET
 EM0779'SOUTH OF A WITNESS POST.  TO REACH THE MARK FROM
 EM0779'MR. HAYES HOUSE, GO EAST ON DIRT ROAD FOR 0.4 MILE TO A
 EM0779'CROSSROAD AND THE MARK IN THE SOUTHEAST ANGLE OF THE
 EM0779'CROSSROAD.
 EM0779'
 EM0779'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1010 ***********************************************************************
 EK1010  DESIGNATION -  HICKORY
 EK1010  PID         -  EK1010
 EK1010  STATE/COUNTY-  OK/PITTSBURG
 EK1010  COUNTRY     -  US
 EK1010  USGS QUAD   -  SAVANNA (2018)
 EK1010
 EK1010                         *CURRENT SURVEY CONTROL
 EK1010  ______________________________________________________________________
 EK1010* NAD 83(1993) POSITION- 34 45 59.64724(N) 095 49 22.65758(W)   ADJUSTED
 EK1010* NAVD 88 ORTHO HEIGHT -   315.3   (meters)     1034.    (feet) VERTCON3
 EK1010  ______________________________________________________________________
 EK1010  GEOID HEIGHT    -        -29.880 (meters)                     GEOID18
 EK1010  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC18
 EK1010  HORZ ORDER      -  FIRST
 EK1010
 EK1010.The horizontal coordinates were established by classical geodetic methods
 EK1010.and adjusted by the National Geodetic Survey in November 1994.
 EK1010
 EK1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1010
 EK1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1010.GEOID18 height accuracy estimate available here.
 EK1010
 EK1010.Click photographs - Photos may exist for this station.
 EK1010
 EK1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1010
 EK1010. The following values were computed from the NAD 83(1993) position.
 EK1010
 EK1010;                    North         East     Units Scale Factor Converg.
 EK1010;SPC OK S     -   161,128.984   799,273.489   MT  0.99994099   +1 14 08.6
 EK1010;SPC OK S     -   528,637.34  2,622,283.11   sFT  0.99994099   +1 14 08.6
 EK1010;UTM  15      - 3,850,788.110   241,633.929   MT  1.00042283   -1 36 38.3
 EK1010
 EK1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1010!SPC OK S     -   0.99995520  x   0.99994099  =   0.99989619
 EK1010!UTM  15      -   0.99995520  x   1.00042283  =   1.00037801
 EK1010
 EK1010:                Primary Azimuth Mark                     Grid Az
 EK1010:SPC OK S     -  HICKORY AZ MK                            186 20 53.1
 EK1010:UTM  15      -  HICKORY AZ MK                            189 11 40.0
 EK1010
 EK1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4163350788(NAD 83)
 EK1010
 EK1010|---------------------------------------------------------------------|
 EK1010| PID    Reference Object                     Distance      Geod. Az  |
 EK1010|                                                           dddmmss.s |
 EK1010| EK1009 MC ALESTER STANDPIPE                APPROX.19.4 KM 0155500.3 |
 EK1010| CY2110 HICKORY RM 2                         23.056 METERS 11511     |
 EK1010| CY2108 HICKORY AZ MK                                      1873501.7 |
 EK1010| CY2109 HICKORY RM 1                         20.784 METERS 28140     |
 EK1010| EK1011 SAVANNA SCHOOL                      APPROX. 6.8 KM 3452752.7 |
 EK1010|---------------------------------------------------------------------|
 EK1010
 EK1010                          SUPERSEDED SURVEY CONTROL
 EK1010
 EK1010  NAD 83(1986)-  34 45 59.65138(N)    095 49 22.65403(W) AD(       ) 1
 EK1010  NAD 27      -  34 45 59.30030(N)    095 49 21.68920(W) AD(       ) 1
 EK1010  USSD        -  34 45 59.25500(N)    095 49 21.96000(W) AD(       ) 3
 EK1010  NGVD 29 (07/19/86)  315.2    (m)         1034.     (f) VERT ANG       
 EK1010
 EK1010.Superseded values are not recommended for survey control.
 EK1010
 EK1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1010.See file dsdata.pdf to determine how the superseded data were derived.
 EK1010
 EK1010_MARKER: DS = TRIANGULATION STATION DISK
 EK1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1010_STAMPING: HICKORY 1916 1935
 EK1010_MARK LOGO: CGS
 EK1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1010+STABILITY: SURFACE MOTION
 EK1010
 EK1010  HISTORY     - Date     Condition        Report By
 EK1010  HISTORY     - 1919     MONUMENTED       CGS
 EK1010  HISTORY     - 1935     GOOD             CGS
 EK1010  HISTORY     - 1955     GOOD             CGS
 EK1010
 EK1010                          STATION DESCRIPTION
 EK1010
 EK1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK1010'ABOUT 4 MILES AIRLINE S. 15 DEG E. FROM SAVANNA, 4 MILES
 EK1010'NNE FROM PITTSBURG, ON W END AND HIGHEST POINT OF PROMINENT
 EK1010'TIMBERED RIDGE, ABOUT 30 METERS (98 FEET) FROM SHARP DECLINE
 EK1010'TO W, ABOUT 7 METERS (23 FEET) N OF OLD ROAD LEADING ACROSS
 EK1010'HILL, AND 1/4 MILE E OF MR. A.B. BRIGHTS HOUSE.
 EK1010'
 EK1010'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 EK1010'CONCRETE.  REFERENCE MARKS ARE BRONZE REFERENCE
 EK1010'DISKS IN BOULDERS.
 EK1010'
 EK1010'REFERENCE MARK 1 IS 20.790 METERS (68.21 FEET) FROM STATION,
 EK1010'N 78 DEG 19 MIN W.
 EK1010'
 EK1010'REFERENCE MARK 2 IS 23.060 METERS (75.66 FEET) FROM STATION,
 EK1010'S 64 DEG 49 MIN E.
 EK1010'
 EK1010'STATION HICKORY (U.S.G.S.) WAS FOUND LOOSE ON THE SURFACE
 EK1010'8.85 METERS (29.0 FEET) FROM STATION, N 69 DEG 52 MIN W.
 EK1010
 EK1010                          STATION RECOVERY (1935)
 EK1010
 EK1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK1010'STATION IS ABOUT 4 MILES SSE OF SAVANNA, ABOUT 4-1/2 MILES
 EK1010'NE OF KIOWA, ON THE W END AND HIGHEST POINT OF A PROMINENT
 EK1010'TIMBERED RIDGE, ABOUT 30 METERS FROM SHARP DECLINE TO W,
 EK1010'ABOUT 7 METERS N OF AN OLD ROAD LEADING ACROSS HILL, IN THE
 EK1010'N CENTRAL PART OF SEC. 3, T. 3 N., R. 14 E., ON LAND OWNED
 EK1010'AND OCCUPIED BY W.J. SIMCOX, ABOUT 1 MILE N FROM HIS HOUSE.
 EK1010'
 EK1010'THE STATION IS MARKED BY BRONZE DISKS IN CONCRETE FOR SUB-SURFACE
 EK1010'AND SURFACE MARKS.  THE SURFACE MARK PROJECTS ABOUT 2 INCHES
 EK1010'ABOVE THE GROUND.  STAMPED HICKORY 1916 1935.  THE STATION
 EK1010'CENTER IS NOT MARKED BY THE DOT IN THE CENTER OF THE TRIANGLE
 EK1010'ON THE STANDARD DISK BUT IS MARKED BY A HEAVY CHISELED CROSS
 EK1010'CUT IN THE BRONZED TABLET, 37 MILLIMETERS E OF THE CENTER
 EK1010'OF THE TABLET.  WHEN THIS STATION WAS RECOVERED IT WAS FOUND
 EK1010'THAT THE SURFACE MARK HAD BEEN BROKEN OFF, LEAVING ONLY PART
 EK1010'OF THE CONCRETE POST.  THIS PART OF THE CONCRETE POST WAS
 EK1010'REMOVED SO THAT A NEW SURFACE MARK COULD BE CENTERED OVER
 EK1010'THE UNDERGROUND MARK.  HOWEVER NO UNDERGROUND MARK HAD BEEN
 EK1010'SET ALTHOUGH THE OLD DESCRIPTION STATED THAT THERE WAS
 EK1010'ONE.  A NEW SURFACE AND UNDERGROUND MARK WERE THEN SET BY
 EK1010'THE BUILDING PARTY, USING THE CENTER OF THE HOLE FROM
 EK1010'WHICH THE CONCRETE POST HAD BEEN REMOVED FOR CENTER.  WHEN
 EK1010'THIS FACE WAS REPORTED THE STATION WAS REVISITED AND THE
 EK1010'CENTER AS DESCRIBED ABOVE WAS DETERMINED BY ANGULAR AND
 EK1010'TAPED MEASUREMENTS MADE FROM THE TWO REFERENCE MARKS.  IT IS
 EK1010'BELIEVED THAT THE CENTER AS MARKED BY THE CHISELED CROSS
 EK1010'COINCIDES TO WITHIN ONE CENTIMETER OF THE ORIGINAL
 EK1010'STATION MARK.
 EK1010'
 EK1010'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK CEMENTED
 EK1010'IN A DRILL HOLE IN A BOULDER, 20.796 METERS FROM THE STATION,
 EK1010'N 78 DEG W.
 EK1010'
 EK1010'REFERENCE MARK 2 IS THE SHANK OF A STANDARD REFERENCE MARK
 EK1010'CEMENTED IN A DRILL HOLE IN A BOULDER, 23.066 METERS FROM
 EK1010'THE STATION, S 64 DEG E.  THE DISTANCE BETWEEN THE
 EK1010'REFERENCE MARKS IS 142.91 FEET (45.886 METERS).
 EK1010'
 EK1010'THE OLD U.S.G.S. STONE WAS NOT RECOVERED.  IT WAS PROBABLY
 EK1010'MOVED BY THE PARTY HAULING THE STEEL TOWER TO THE STATION
 EK1010'SITE.
 EK1010'
 EK1010'TO REACH THE STATION FROM KIOWA GO N ON U.S. HIGHWAY 73 FOR
 EK1010'2.2 MILES TO A SECTION-LINE ROAD E.  TURN E ON THIS ROAD
 EK1010'AND GO E FOR 3.4 MILES TO A GATE INTO FIELD TO N.  TURN IN
 EK1010'GATE AND FOLLOW ROAD PAST HOUSE ON LEFT 0.3 MILE TO SIMCOX
 EK1010'HOUSE.  PASS THROUGH HIS YARD AND FOLLOW WOOD ROAD ABOUT 1
 EK1010'MILE TO STATION, PASSING ANOTHER HOUSE ON THE RIGHT ABOUT
 EK1010'1/4 MILE FROM SIMCOX HOUSE.
 EK1010'
 EK1010'A 25-FOOT TOWER TO CLEAR LOCAL TREES WILL GIVE A GOOD VIEW
 EK1010'IN ALL DIRECTIONS FROM THIS STATION.
 EK1010
 EK1010                          STATION RECOVERY (1955)
 EK1010
 EK1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1010'THE STATION WAS RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.
 EK1010'AN AZIMUTH MARK WAS ESTABLISHED AND WILL BE DESCRIBED LATER.
 EK1010'A COMPLETE DESCRIPTION FOLLOWS.
 EK1010'
 EK1010'THE STATION IS LOCATED ON THE WEST END AND HIGHEST POINT
 EK1010'OF A PROMINENT HEAVILY TIMBERED RIDGE.  IT IS ABOUT 5 MILES
 EK1010'AIRLINE NORTHEAST OF KIOWA AND ABOUT 13 MILES AIRLINE SOUTH
 EK1010'OF MC ALESTER.
 EK1010'
 EK1010'TO REACH FROM THE U.S. POST OFFICE IN KIOWA, GO EAST ON
 EK1010'PAVED ROAD FOR 0.3 MILE TO U.S. HIGHWAY 69.  TURN LEFT AND
 EK1010'GO NORTH ON U.S. HIGHWAY 69 FOR 2.3 MILES TO A GRADED SIDE
 EK1010'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 3.2 MILES TO A FENCE
 EK1010'CORNER WHERE ROAD TURNS NORTH.  FOLLOW ROAD FOR 0.05 MILE TO
 EK1010'A BOARD GATE IN A FENCE CORNER.  PASS THROUGH THE GATE AND
 EK1010'GO EAST FOR 0.2 MILE TO A BOARD GATE.  PASS THROUGH AND
 EK1010'CONTINUE EAST FOR 0.1 MILE TO A FARM HOUSE ON THE LEFT.
 EK1010'CONTINUE EAST ON DIM TRACK ROAD FOR 0.3 MILE TO AN ABANDONED
 EK1010'HOUSE AND THE AZIMUTH MARK.  TURN LEFT AND GO NORTH ON DIM
 EK1010'TRACK ROAD FOR 0.1 MILE TO AN OLD HOUSE BY A FENCE LINE.
 EK1010'TURN LEFT, CROSSING THE FENCE, THEN RIGHT AND FOLLOW DIM
 EK1010'ROAD ALONG WEST SIDE OF FENCE FOR 0.1 MILE TO A GATE IN A
 EK1010'FENCE CORNER.  PASS THROUGH GATE AND CONTINUE NORTH AND
 EK1010'EAST UP ROCKY WASHED OUT ROAD FOR 0.5 MILE TO HIGHEST POINT
 EK1010'OF HILL AND STATION.  NOTE--A 4-WHEEL DRIVE TRUCK IS
 EK1010'REQUIRED TO DRIVE UP THE WASHED OUT ROAD.
 EK1010'
 EK1010'THE STATION MARK IS A STANDARD DISK STAMPED HICKORY 1916
 EK1010'1935, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EK1010'THAT PROJECTS 4 INCHES.  IT IS 9.5 FEET SOUTHWEST OF A WITNESS
 EK1010'POST.  THE STATION CENTER IS MARKED BY A CHISELED CROSS ON
 EK1010'THE DISK INSTEAD OF THE DOT IN CENTER.  THIS POINT WAS
 EK1010'ESTABLISHED BY ANGULAR AND TAPED MEASUREMENTS FROM THE REFERENCE
 EK1010'MARKS WHEN THE STATION WAS REOCCUPIED IN 1935.  AT THAT TIME
 EK1010'THE STATION MARK WAS FOUND TO HAVE BEEN REMOVED BY BREAKING
 EK1010'THE CONCRETE AND SINCE THERE WAS NO UNDERGROUND MARK A NEW
 EK1010'STATION DISK WAS SET IN THE APPROXIMATE LOCATION AND THE
 EK1010'EXACT POINT DETERMINED BY THE ABOVE MENTIONED MEASUREMENTS.
 EK1010'
 EK1010'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HICKORY
 EK1010'NO 1 1916, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER
 EK1010'THAT PROJECTS 6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 EK1010'STATION.
 EK1010'
 EK1010'REFERENCE MARK NUMBER TWO IS THE SHANK OF A STANDARD DISK
 EK1010'CEMENTED IN A DRILL HOLE IN AN 18-INCH-SQUARE BOULDER THAT
 EK1010'PROJECTS 2 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION.
 EK1010'THE DISK WAS APPARENTLY CHISELED FROM THE SHANK.
 EK1010'
 EK1010'THE AZIMUTH MARK IS LOCATED AT THE SOUTH EDGE OF A SMALL
 EK1010'CLEAR AREA NEAR AN ABANDONED HOUSE.  THE MARK IS A STANDARD
 EK1010'DISK STAMPED HICKORY 1919 1955, CEMENTED IN A DRILL HOLE
 EK1010'IN A 1 X 2-FOOT BOULDER THAT PROJECTS 6 INCHES.  IT IS 30
 EK1010'FEET EAST-NORTHEAST OF THE OLD HOUSE AND 24 FEET EAST OF
 EK1010'AN OLD CISTERN.
 EK1010'
 EK1010'NOTE--THE DIFFERENCE IN DISTANCE TO REFERENCE MARK NUMBER
 EK1010'TWO WAS NOTED AND CHECKED IN THE FIELD.  THE 1955 MEASUREMENT
 EK1010'IS CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0834 ***********************************************************************
 GH0834  DESIGNATION -  HICKORY
 GH0834  PID         -  GH0834
 GH0834  STATE/COUNTY-  OK/GRANT
 GH0834  COUNTRY     -  US
 GH0834  USGS QUAD   -  MEDFORD (2018)
 GH0834
 GH0834                         *CURRENT SURVEY CONTROL
 GH0834  ______________________________________________________________________
 GH0834* NAD 83(1997) POSITION- 36 52 20.78425(N) 097 41 19.69909(W)   ADJUSTED
 GH0834* NAVD 88 ORTHO HEIGHT -   363.97  (+/-2cm)     1194.1   (feet) VERTCON3
 GH0834  ______________________________________________________________________
 GH0834  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 GH0834  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 GH0834  HORZ ORDER      -  SECOND
 GH0834  VERT ORDER      -  THIRD ? (See Below)
 GH0834
 GH0834.The horizontal coordinates were established by classical geodetic methods
 GH0834.and adjusted by the National Geodetic Survey in October 1998.
 GH0834
 GH0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0834
 GH0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0834.GEOID18 height accuracy estimate available here.
 GH0834
 GH0834.The vertical order pertains to the NGVD 29 superseded value.
 GH0834
 GH0834.Click photographs - Photos may exist for this station.
 GH0834
 GH0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0834
 GH0834. The following values were computed from the NAD 83(1997) position.
 GH0834
 GH0834;                    North         East     Units Scale Factor Converg.
 GH0834;SPC OK N     -   207,805.912   627,746.699   MT  1.00002101   +0 11 01.1
 GH0834;SPC OK N     -   681,776.56  2,059,532.29   sFT  1.00002101   +0 11 01.1
 GH0834;UTM  14      - 4,081,524.320   616,862.427   MT  0.99976824   +0 47 12.7
 GH0834
 GH0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0834!SPC OK N     -   0.99994731  x   1.00002101  =   0.99996832
 GH0834!UTM  14      -   0.99994731  x   0.99976824  =   0.99971556
 GH0834
 GH0834:                Primary Azimuth Mark                     Grid Az
 GH0834:SPC OK N     -  HICKORY AZ MK                            206 49 22.7
 GH0834:UTM  14      -  HICKORY AZ MK                            206 13 11.1
 GH0834
 GH0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1686281524(NAD 83)
 GH0834
 GH0834|---------------------------------------------------------------------|
 GH0834| PID    Reference Object                     Distance      Geod. Az  |
 GH0834|                                                           dddmmss.s |
 GH0834| CL5348 HICKORY RM 2                         14.912 METERS 02634     |
 GH0834| CL5347 HICKORY RM 1                         21.717 METERS 14041     |
 GH0834| CL5346 HICKORY AZ MK                                      2070023.8 |
 GH0834|---------------------------------------------------------------------|
 GH0834
 GH0834                          SUPERSEDED SURVEY CONTROL
 GH0834
 GH0834  NAD 83(1993)-  36 52 20.78625(N)    097 41 19.69982(W) AD(       ) 2
 GH0834  NAD 83(1986)-  36 52 20.79221(N)    097 41 19.68997(W) AD(       ) 2
 GH0834  NAD 27      -  36 52 20.69558(N)    097 41 18.50521(W) AD(       ) 2
 GH0834  NGVD 29             363.86   (m)         1193.8    (f) LEVELING    3  
 GH0834
 GH0834.Superseded values are not recommended for survey control.
 GH0834
 GH0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0834.See file dsdata.pdf to determine how the superseded data were derived.
 GH0834
 GH0834_MARKER: DS = TRIANGULATION STATION DISK
 GH0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0834_STAMPING: HICKORY 1957
 GH0834_MARK LOGO: CGS
 GH0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0834+STABILITY: SURFACE MOTION
 GH0834
 GH0834  HISTORY     - Date     Condition        Report By
 GH0834  HISTORY     - 1957     MONUMENTED       CGS
 GH0834
 GH0834                          STATION DESCRIPTION
 GH0834
 GH0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0834'LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 81, ABOUT 4 MILES
 GH0834'SOUTHWEST OF RENFROW, ABOUT 4-1/2 MILES NORTHEAST OF MEDFORD, IN THE
 GH0834'SOUTHWEST 1/4 OF SECTION 25, T28N, R5W.
 GH0834'
 GH0834'REACHED FROM THE DEPOT IN RENFROW BY GOING SOUTHWEST ON U.S. HIGHWAY
 GH0834'81 FOR 4.0 MILES TO THE STATION ON THE RIGHT.
 GH0834'
 GH0834'STATION MARKS ARE STANDARD DISKS, STAMPED HICKORY 1957.  THE SURFACE
 GH0834'MARK IS SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING
 GH0834'6 INCHES.  IT IS 174 FEET NORTHWEST OF THE WEST RAIL OF RAILROAD
 GH0834'TRACKS, 36 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 81, 18 FEET
 GH0834'NORTH-NORTHEAST OF A TRIANGLE BLAZE ON THE EAST SIDE OF A FENCE CORNER
 GH0834'POST AND 4 FEET SOUTHEAST OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST
 GH0834'WAS SET 5 FEET SOUTH-SOUTHWEST OF THE MARK.  THE UNDERGROUND MARK WAS
 GH0834'SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 GH0834'SURFACE.
 GH0834'
 GH0834'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HICKORY NO 1 1957, SET
 GH0834'IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING 8 INCHES.
 GH0834'IT IS 108 FEET NORTHWEST OF THE WEST RAIL, 70 FEET SOUTHEAST OF THE
 GH0834'TRIANGLE BLAZE AND 34 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 81.
 GH0834'
 GH0834'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HICKORY NO 2 1957, SET
 GH0834'IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 GH0834'IT IS 66 FEET NORTHEAST OF THE TRIANGLE BLAZE, 38 FEET NORTHWEST OF
 GH0834'THE CENTER OF HIGHWAY 81 AND 3 FEET SOUTHEAST OF A ROAD RIGHT-OF-WAY
 GH0834'FENCE.
 GH0834'
 GH0834'AZIMUTH MARK IS A STANDARD DISK STAMPED HICKORY 1957, SET IN THE TOP
 GH0834'OF AN 8-INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES.  IT IS 111
 GH0834'FEET NORTHWEST OF THE WEST RAIL OF RAILROAD TRACKS, 83 FEET WEST OF A
 GH0834'TELEGRAPH POLE AND 28 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 81.  A
 GH0834'WHITE POST WAS SET 3 FEET SOUTH OF THE MARK.
 GH0834'
 GH0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON HIGHWAY 81
 GH0834'FOR 0.25 MILE TO CROSSROADS, CONTINUE SOUTHWEST ON HIGHWAY 81 FOR 0.25
 GH0834'MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0712 ***********************************************************************
 GG0712  DESIGNATION -  HICKORY
 GG0712  PID         -  GG0712
 GG0712  STATE/COUNTY-  OK/DELAWARE
 GG0712  COUNTRY     -  US
 GG0712  USGS QUAD   -  AFTON NE (2018)
 GG0712
 GG0712                         *CURRENT SURVEY CONTROL
 GG0712  ______________________________________________________________________
 GG0712* NAD 83(1997) POSITION- 36 39 34.66171(N) 094 51 20.11512(W)   ADJUSTED
 GG0712* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 GG0712  ______________________________________________________________________
 GG0712  GEOID HEIGHT    -        -29.115 (meters)                     GEOID18
 GG0712  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 GG0712  HORZ ORDER      -  FIRST
 GG0712
 GG0712.The horizontal coordinates were established by classical geodetic methods
 GG0712.and adjusted by the National Geodetic Survey in February 2000.
 GG0712
 GG0712.The orthometric height was scaled from a topographic map.
 GG0712
 GG0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0712.GEOID18 height accuracy estimate available here.
 GG0712
 GG0712.Click photographs - Photos may exist for this station.
 GG0712
 GG0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0712
 GG0712. The following values were computed from the NAD 83(1997) position.
 GG0712
 GG0712;                    North         East     Units Scale Factor Converg.
 GG0712;SPC OK N     -   188,697.111   881,077.887   MT  0.99998222   +1 51 20.4
 GG0712;SPC OK N     -   619,083.77  2,890,669.70   sFT  0.99998222   +1 51 20.4
 GG0712;UTM  15      - 4,058,718.653   334,155.715   MT  0.99993886   -1 06 29.3
 GG0712
 GG0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0712!SPC OK N     -   0.99995889  x   0.99998222  =   0.99994111
 GG0712!UTM  15      -   0.99995889  x   0.99993886  =   0.99989775
 GG0712
 GG0712:                Primary Azimuth Mark                     Grid Az
 GG0712:SPC OK N     -  HICKORY AZ MK                            357 51 04.0
 GG0712:UTM  15      -  HICKORY AZ MK                            000 48 53.7
 GG0712
 GG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3415558718(NAD 83)
 GG0712
 GG0712|---------------------------------------------------------------------|
 GG0712| PID    Reference Object                     Distance      Geod. Az  |
 GG0712|                                                           dddmmss.s |
 GG0712| GG0729 FAIRLAND MUNICIPAL TANK             APPROX.10.1 KM 0034703.8 |
 GG0712| CI1614 HICKORY RM 2                         31.428 METERS 06111     |
 GG0712| CI1613 HICKORY RM 1                         29.099 METERS 35203     |
 GG0712| CI1612 HICKORY AZ MK                                      3594224.4 |
 GG0712|---------------------------------------------------------------------|
 GG0712
 GG0712                          SUPERSEDED SURVEY CONTROL
 GG0712
 GG0712  NAD 83(1997)-  36 39 34.66174(N)    094 51 20.11498(W) AD(       ) 1
 GG0712  NAD 83(1993)-  36 39 34.66423(N)    094 51 20.11248(W) AD(       ) 1
 GG0712  NAD 83(1986)-  36 39 34.68488(N)    094 51 20.11017(W) AD(       ) 1
 GG0712  NAD 27      -  36 39 34.42970(N)    094 51 19.25940(W) AD(       ) 1
 GG0712
 GG0712.Superseded values are not recommended for survey control.
 GG0712
 GG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0712.See file dsdata.pdf to determine how the superseded data were derived.
 GG0712
 GG0712_MARKER: DS = TRIANGULATION STATION DISK
 GG0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0712_STAMPING: HICKORY 1960
 GG0712_MARK LOGO: CGS
 GG0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0712+STABILITY: SURFACE MOTION
 GG0712
 GG0712  HISTORY     - Date     Condition        Report By
 GG0712  HISTORY     - 1960     MONUMENTED       CGS
 GG0712
 GG0712                          STATION DESCRIPTION
 GG0712
 GG0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0712'ABOUT 6 MILES SOUTH OF FAIRLAND, ABOUT 5 MILES SOUTHEAST
 GG0712'OF AFTON, IN THE SE 1/4 OF SEC. 8, T-25-N, R-23-E, AND ON
 GG0712'ROAD RIGHT-OF-WAY.  IT IS 44 FEET WEST OF THE CENTERLINE
 GG0712'OF STATE ROUTE 125, 28 FEET SOUTHWEST OF A T-FENCE CORNER,
 GG0712'20 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 9 FEET EAST
 GG0712'OF A FENCE AND 8 FEET EAST OF A WITNESS POST.  THE MONUMENT
 GG0712'PROJECTS 2 INCHES AND THE DISK IS STAMPED HICKORY 1960.
 GG0712'
 GG0712'TO REACH THE STATION FROM THE INTERSECTION OF NORTH MAIN
 GG0712'STREET AND CORNER AVENUE IN FAIRLAND, GO WEST ON CONER AVE.
 GG0712'(U.S. HIGHWAY 60) FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT
 GG0712'AND GO SOUTH ON THE GRAVELED ROAD FOR 4.6 MILES TO THE JUNCTION
 GG0712'OF U.S. HIGHWAY 59 AND STATE ROUTE 125.  CONTINUE SOUTH
 GG0712'ON ROUTE 125 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GG0712'CONTINUE SOUTH ON THE ROAD FOR 0.35 MILE TO THE STATION ON THE
 GG0712'RIGHT.
 GG0712'
 GG0712'REFERENCE MARK 1 IS 69 FEET EAST OF THE FENCE CORNER, 43
 GG0712'FEET WEST OF THE CENTERLINE OF THE ROAD, 95 FEET EAST OF THE
 GG0712'WITNESS POST AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT
 GG0712'PROJECTS 4 INCHES AND THE DISK IS STAMPED HICKORY NO 1 1960.
 GG0712'
 GG0712'REFERENCE MARK 2 IS 56 FEET EAST OF THE CENTERLINE OF THE
 GG0712'ROAD, 54 FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT WEST
 GG0712'OF THE FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 GG0712'IS STAMPED HICKORY NO 2 1960.
 GG0712'
 GG0712'AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GG0712'8 FEET WEST OF A FENCE AND 1 FOOT EAST OF A WITNESS POST.
 GG0712'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HICKORY
 GG0712'1960.
 GG0712'
 GG0712'NOTE, THIS STATION WAS BUILT IN 1960 BUT NOT OCCUPIED UNTIL
 GG0712'1961.
 GG0712'
 GG0712'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0619 ***********************************************************************
 GJ0619  DESIGNATION -  HIGHLAND
 GJ0619  PID         -  GJ0619
 GJ0619  STATE/COUNTY-  OK/WOODS
 GJ0619  COUNTRY     -  US
 GJ0619  USGS QUAD   -  DACOMA SW (2018)
 GJ0619
 GJ0619                         *CURRENT SURVEY CONTROL
 GJ0619  ______________________________________________________________________
 GJ0619* NAD 83(1993) POSITION- 36 33 23.19120(N) 098 43 05.19546(W)   ADJUSTED
 GJ0619* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 GJ0619  ______________________________________________________________________
 GJ0619  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 GJ0619  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 GJ0619  HORZ ORDER      -  SECOND
 GJ0619
 GJ0619.The horizontal coordinates were established by classical geodetic methods
 GJ0619.and adjusted by the National Geodetic Survey in November 1994.
 GJ0619
 GJ0619.The orthometric height was scaled from a topographic map.
 GJ0619
 GJ0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0619.GEOID18 height accuracy estimate available here.
 GJ0619
 GJ0619.Click photographs - Photos may exist for this station.
 GJ0619
 GJ0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0619
 GJ0619. The following values were computed from the NAD 83(1993) position.
 GJ0619
 GJ0619;                    North         East     Units Scale Factor Converg.
 GJ0619;SPC OK N     -   172,932.437   535,713.091   MT  0.99996839   -0 25 25.6
 GJ0619;SPC OK N     -   567,362.50  1,757,585.37   sFT  0.99996839   -0 25 25.6
 GJ0619;UTM  14      - 4,045,705.841   525,226.442   MT  0.99960784   +0 10 04.4
 GJ0619
 GJ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0619!SPC OK N     -   0.99992308  x   0.99996839  =   0.99989148
 GJ0619!UTM  14      -   0.99992308  x   0.99960784  =   0.99953095
 GJ0619
 GJ0619:                Primary Azimuth Mark                     Grid Az
 GJ0619:SPC OK N     -  HIGHLAND AZ MK                           279 42 47.2
 GJ0619:UTM  14      -  HIGHLAND AZ MK                           279 07 17.2
 GJ0619
 GJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2522645705(NAD 83)
 GJ0619
 GJ0619|---------------------------------------------------------------------|
 GJ0619| PID    Reference Object                     Distance      Geod. Az  |
 GJ0619|                                                           dddmmss.s |
 GJ0619| CK9866 HIGHLAND RM 1                        12.453 METERS 17759     |
 GJ0619| CK9867 HIGHLAND RM 2                        45.456 METERS 27547     |
 GJ0619| CK9865 HIGHLAND AZ MK                                     2791721.6 |
 GJ0619|---------------------------------------------------------------------|
 GJ0619
 GJ0619                          SUPERSEDED SURVEY CONTROL
 GJ0619
 GJ0619  NAD 83(1986)-  36 33 23.19519(N)    098 43 05.18284(W) AD(       ) 2
 GJ0619  NAD 27      -  36 33 23.07479(N)    098 43 03.87093(W) AD(       ) 2
 GJ0619
 GJ0619.Superseded values are not recommended for survey control.
 GJ0619
 GJ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0619.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0619
 GJ0619_MARKER: DS = TRIANGULATION STATION DISK
 GJ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0619_STAMPING: HIGHLAND 1951
 GJ0619_MARK LOGO: CGS
 GJ0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0619+STABILITY: SURFACE MOTION
 GJ0619
 GJ0619  HISTORY     - Date     Condition        Report By
 GJ0619  HISTORY     - 1951     MONUMENTED       CGS
 GJ0619
 GJ0619                          STATION DESCRIPTION
 GJ0619
 GJ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0619'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF HOPETON, ABOUT 9
 GJ0619'MILES EAST OF WAYNOKA AND IS ON LAND OWNED BY MR. RALPH CLARK.  IT
 GJ0619'IS SITUATED ON THE SUMMIT OF A LOW SHORT RIDGE, RUNNING NORTH AND
 GJ0619'SOUTH, AND IS 6 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED
 GJ0619'HIGHLAND 1951 AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 GJ0619'GROUND.
 GJ0619'
 GJ0619'REFERENCE MARK NO. 1 IS ON THE SUMMIT OF THE RIDGE.  IT IS STAMPED
 GJ0619'HIGHLAND NO. 1 1951 AND PROJECTS 3 INCHES.
 GJ0619'
 GJ0619'REFERENCE MARK NO. 2 IS LOCATED ACROSS A SMALL SADDLE, ON THE SUMMIT
 GJ0619'OF ANOTHER RIDGE WHICH IS ABOUT 10 FEET LOWER THAN THE STATION.  IT
 GJ0619'IS STAMPED HIGHLAND NO 2 1951 AND PROJECTS 4 INCHES.
 GJ0619'
 GJ0619'THE AZIMUTH MARK IS LOCATED 20 FEET NORTH FROM THE CENTER OF THE
 GJ0619'ROAD, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT SOUTH OF A WITNESS
 GJ0619'POST, AND IS SET IN THE NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 GJ0619'HIGHLAND 1951 AND PROJECTS 3 INCHES.
 GJ0619'
 GJ0619'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 281 AND STATE
 GJ0619'HIGHWAY 14 IN WAYNOKA, GO NORTH AND EAST ON U. S. HIGHWAY 281 FOR
 GJ0619'8.7 MILES TO A T-ROAD ON THE RIGHT, TURN RIGHT ON THE GRADED ROAD
 GJ0619'AND GO SOUTH FOR 2.0 MILES TO THE HIGHLAND SCHOOL HOUSE ON THE
 GJ0619'LEFT, CONTINUE SOUTH FOR 0.5 MILE TO A T-ROAD ON THE LEFT.
 GJ0619'TURN LEFT ON A DIRT ROAD AND GO EAST FOR 0.25 MILE TO A GATE
 GJ0619'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN
 GJ0619'RIGHT THROUGH THE GATE.  THENCE TURN LEFT AND FOLLOW THE FENCE
 GJ0619'LINE FOR 0.3 MILE TO ANOTHER GATE IN A NORTH-SOUTH FENCE.  PASS
 GJ0619'THROUGH THIS GATE AND GO SOUTHEASTERLY FOR 0.1 MILE TO THE SUMMIT
 GJ0619'OF THE RIDGE AND THE STATION AS DESCRIBED.
 GJ0619'
 GJ0619'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0633 ***********************************************************************
 EM0633  DESIGNATION -  HILLSIDE AZ MK
 EM0633  PID         -  EM0633
 EM0633  STATE/COUNTY-  OK/COMANCHE
 EM0633  COUNTRY     -  US
 EM0633  USGS QUAD   -  LAWTON (2018)
 EM0633
 EM0633                         *CURRENT SURVEY CONTROL
 EM0633  ______________________________________________________________________
 EM0633* NAD 83(1993) POSITION- 34 31 21.85372(N) 098 24 17.01184(W)   ADJUSTED
 EM0633* NAVD 88 ORTHO HEIGHT -   301.8   (meters)      990.    (feet) VERTCON3
 EM0633  ______________________________________________________________________
 EM0633  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 EM0633  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 EM0633  HORZ ORDER      -  THIRD
 EM0633
 EM0633.The horizontal coordinates were established by classical geodetic methods
 EM0633.and adjusted by the National Geodetic Survey in November 1994.
 EM0633
 EM0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0633
 EM0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0633.GEOID18 height accuracy estimate available here.
 EM0633
 EM0633.Click photographs - Photos may exist for this station.
 EM0633
 EM0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0633
 EM0633. The following values were computed from the NAD 83(1993) position.
 EM0633
 EM0633;                    North         East     Units Scale Factor Converg.
 EM0633;SPC OK S     -   132,006.951   562,842.570   MT  0.99993651   -0 13 47.0
 EM0633;SPC OK S     -   433,092.81  1,846,592.67   sFT  0.99993651   -0 13 47.0
 EM0633;UTM  14      - 3,820,279.355   554,633.643   MT  0.99963679   +0 20 14.5
 EM0633
 EM0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0633!SPC OK S     -   0.99995664  x   0.99993651  =   0.99989315
 EM0633!UTM  14      -   0.99995664  x   0.99963679  =   0.99959345
 EM0633
 EM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5463320279(NAD 83)
 EM0633
 EM0633                          SUPERSEDED SURVEY CONTROL
 EM0633
 EM0633  NAD 83(1986)-  34 31 21.85919(N)    098 24 16.99414(W) AD(       ) 3
 EM0633  NAD 27      -  34 31 21.59597(N)    098 24 15.80154(W) AD(       ) 3
 EM0633  NGVD 29 (07/19/86)  301.7    (m)          990.     (f) VERT ANG       
 EM0633
 EM0633.Superseded values are not recommended for survey control.
 EM0633
 EM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0633.See file dsdata.pdf to determine how the superseded data were derived.
 EM0633
 EM0633_MARKER: DZ = AZIMUTH MARK DISK
 EM0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0633_STAMPING: HILLSIDE 1948
 EM0633_MARK LOGO: CGS
 EM0633_PROJECTION: FLUSH
 EM0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0633+STABILITY: SURFACE MOTION
 EM0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0633+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2008
 EM0633
 EM0633  HISTORY     - Date     Condition        Report By
 EM0633  HISTORY     - 1948     MONUMENTED       CGS
 EM0633  HISTORY     - 1974     GOOD             NGS
 EM0633  HISTORY     - 20000220 GOOD             LOCSUR
 EM0633  HISTORY     - 20050202 GOOD             INDIV
 EM0633  HISTORY     - 20081023 GOOD             INDIV
 EM0633
 EM0633                          STATION DESCRIPTION
 EM0633
 EM0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0633'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 277, 281
 EM0633'AND THE H.E. BAILEY TURNPIKE, WHICH IS LOCATED ON THE SOUTH EDGE OF
 EM0633'LAWTON.  GO SOUTH ON U.S. HWYS. 277 AND 281 FOR 1.8 MILES TO MARK
 EM0633'ON THE LEFT.  THIS IS JUST BEFORE REACHING THE CAUTION LIGHT AT THE
 EM0633'ENTRANCE TO THE LAWTON SANITARY-FILL.  TO REACH THE AZIMUTH
 EM0633'MARK CONTINUE SOUTH FOR 0.3 MILE TO MARK ON THE RIGHT.
 EM0633'
 EM0633'AZIMUTH MARK, IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EM0633'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HILLSIDE 1948.
 EM0633'IT IS 49 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 20 FEET SOUTH OF
 EM0633'A HI-LINE POLE AND 1-FOOT SOUTH OF A METAL WITNESS POST AND IS IN
 EM0633'FENCE-LINE.
 EM0633
 EM0633                          STATION RECOVERY (2000)
 EM0633
 EM0633'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0633'RECOVERED AS DESCRIBED.
 EM0633
 EM0633                          STATION RECOVERY (2005)
 EM0633
 EM0633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DP)
 EM0633'RECOVERED IN GOOD CONDITION.
 EM0633
 EM0633                          STATION RECOVERY (2008)
 EM0633
 EM0633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DP)
 EM0633'ALSO SEE OPUS-DB DATASHEET AS SUBMITTED BY THE CITY OF LAWTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0632 ***********************************************************************
 EM0632  DESIGNATION -  HILLSIDE RM 4
 EM0632  PID         -  EM0632
 EM0632  STATE/COUNTY-  OK/COMANCHE
 EM0632  COUNTRY     -  US
 EM0632  USGS QUAD   -  LAWTON (2018)
 EM0632
 EM0632                         *CURRENT SURVEY CONTROL
 EM0632  ______________________________________________________________________
 EM0632* NAD 83(1993) POSITION- 34 31 39.93917(N) 098 24 15.72071(W)   NO CHECK
 EM0632* NAVD 88 ORTHO HEIGHT -   339.9   (meters)     1115.    (feet) VERTCON3
 EM0632  ______________________________________________________________________
 EM0632  GEOID HEIGHT    -        -25.573 (meters)                     GEOID18
 EM0632  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 EM0632  HORZ ORDER      -  THIRD
 EM0632
 EM0632.The horizontal coordinates were established by classical geodetic methods
 EM0632.and adjusted by the National Geodetic Survey in November 1994.
 EM0632
 EM0632.No horizontal observational check was made to the station.
 EM0632
 EM0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0632
 EM0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0632.GEOID18 height accuracy estimate available here.
 EM0632
 EM0632.Click photographs - Photos may exist for this station.
 EM0632
 EM0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0632
 EM0632. The following values were computed from the NAD 83(1993) position.
 EM0632
 EM0632;                    North         East     Units Scale Factor Converg.
 EM0632;SPC OK S     -   132,564.072   562,877.729   MT  0.99993643   -0 13 46.3
 EM0632;SPC OK S     -   434,920.63  1,846,708.02   sFT  0.99993643   -0 13 46.3
 EM0632;UTM  14      - 3,820,836.630   554,663.278   MT  0.99963683   +0 20 15.4
 EM0632
 EM0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0632!SPC OK S     -   0.99995066  x   0.99993643  =   0.99988710
 EM0632!UTM  14      -   0.99995066  x   0.99963683  =   0.99958751
 EM0632
 EM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5466320836(NAD 83)
 EM0632
 EM0632                          SUPERSEDED SURVEY CONTROL
 EM0632
 EM0632  NAD 83(1986)-  34 31 39.94463(N)    098 24 15.70305(W) AD(       ) 3
 EM0632  NAD 27      -  34 31 39.68182(N)    098 24 14.51029(W) AD(       ) 3
 EM0632  NGVD 29 (07/19/86)  339.8    (m)         1115.     (f) VERT ANG       
 EM0632
 EM0632.Superseded values are not recommended for survey control.
 EM0632
 EM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0632.See file dsdata.pdf to determine how the superseded data were derived.
 EM0632
 EM0632_MARKER: DR = REFERENCE MARK DISK
 EM0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0632_STAMPING: HILLSIDE 1948 NO 4 USA 1974
 EM0632_MARK LOGO: NGS
 EM0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0632+STABILITY: SURFACE MOTION
 EM0632
 EM0632  HISTORY     - Date     Condition        Report By
 EM0632  HISTORY     - 1974     MONUMENTED       NGS
 EM0632  HISTORY     - 20000220 GOOD             LOCSUR
 EM0632
 EM0632                          STATION DESCRIPTION
 EM0632
 EM0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0632'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 277, 281
 EM0632'AND THE H.E. BAILEY TURNPIKE, WHICH IS LOCATED ON THE SOUTH EDGE OF
 EM0632'LAWTON.  GO SOUTH ON U.S. HWYS. 277 AND 281 FOR 1.8 MILES TO MARK
 EM0632'ON THE LEFT.  THIS IS JUST BEFORE REACHING THE CAUTION LIGHT AT THE
 EM0632'ENTRANCE TO THE LAWTON SANITARY-FILL.
 EM0632'
 EM0632'REFERENCE MARK NO. 4 USA IS A STANDARD DISK, SET IN THE TOP OF A
 EM0632'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 EM0632'HILLSIDE 1948 NO 4 USA 1974.  IT IS 56 FEET EAST OF THE CENTER-LINE
 EM0632'OF THE HIGHWAYS, 23 FEET SOUTHEAST OF A TELEPHONE CABLE OUTLET BOX
 EM0632'AND 3 FEET WEST OF A BOARD RAIL FENCE.
 EM0632
 EM0632                          STATION RECOVERY (2000)
 EM0632
 EM0632'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0632'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1013 ***********************************************************************
 FH1013  DESIGNATION -  HINER
 FH1013  PID         -  FH1013
 FH1013  STATE/COUNTY-  OK/SEQUOYAH
 FH1013  COUNTRY     -  US
 FH1013  USGS QUAD   -  FORT COFFEE (2018)
 FH1013
 FH1013                         *CURRENT SURVEY CONTROL
 FH1013  ______________________________________________________________________
 FH1013* NAD 83(1993) POSITION- 35 22 01.09692(N) 094 32 37.40761(W)   ADJUSTED
 FH1013* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 FH1013  ______________________________________________________________________
 FH1013  GEOID HEIGHT    -        -30.280 (meters)                     GEOID18
 FH1013  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 FH1013  HORZ ORDER      -  SECOND
 FH1013
 FH1013.The horizontal coordinates were established by classical geodetic methods
 FH1013.and adjusted by the National Geodetic Survey in November 1994.
 FH1013
 FH1013.The orthometric height was scaled from a topographic map.
 FH1013
 FH1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1013.GEOID18 height accuracy estimate available here.
 FH1013
 FH1013.Click photographs - Photos may exist for this station.
 FH1013
 FH1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1013
 FH1013. The following values were computed from the NAD 83(1993) position.
 FH1013
 FH1013;                    North         East     Units Scale Factor Converg.
 FH1013;SPC OK N     -    46,307.657   914,048.889   MT  1.00004224   +2 02 23.0
 FH1013;SPC OK N     -   151,927.70  2,998,842.06   sFT  1.00004224   +2 02 23.0
 FH1013;SPC OK S     -   230,965.285   914,049.744   MT  1.00002914   +1 57 42.6
 FH1013;SPC OK S     -   757,758.61  2,998,844.87   sFT  1.00002914   +1 57 42.6
 FH1013;UTM  15      - 3,914,833.712   359,758.752   MT  0.99984238   -0 53 37.2
 FH1013
 FH1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1013!SPC OK N     -   0.99998072  x   1.00004224  =   1.00002296
 FH1013!SPC OK S     -   0.99998072  x   1.00002914  =   1.00000986
 FH1013!UTM  15      -   0.99998072  x   0.99984238  =   0.99982311
 FH1013
 FH1013:                Primary Azimuth Mark                     Grid Az
 FH1013:SPC OK N     -  HINER AZ MK                              115 23 09.0
 FH1013:SPC OK S     -  HINER AZ MK                              115 27 49.4
 FH1013:UTM  15      -  HINER AZ MK                              118 19 09.2
 FH1013
 FH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5975814833(NAD 83)
 FH1013
 FH1013|---------------------------------------------------------------------|
 FH1013| PID    Reference Object                     Distance      Geod. Az  |
 FH1013|                                                           dddmmss.s |
 FH1013| FH1004 FORT SMITH CIT FIRE ASSN TANK       APPROX.10.9 KM 0762901.4 |
 FH1013| FH1001 FORT SMITH IMM CON CATH CHURCH      APPROX.11.5 KM 0810815.4 |
 FH1013| CI1627 HINER AZ MK                                        1172532.0 |
 FH1013| CI1628 HINER RM 1                           36.552 METERS 15058     |
 FH1013| CI1629 HINER RM 2                           23.165 METERS 23428     |
 FH1013|---------------------------------------------------------------------|
 FH1013
 FH1013                          SUPERSEDED SURVEY CONTROL
 FH1013
 FH1013  NAD 83(1986)-  35 22 01.09935(N)    094 32 37.39841(W) AD(       ) 2
 FH1013  NAD 27      -  35 22 00.76500(N)    094 32 36.61300(W) AD(       ) 2
 FH1013
 FH1013.Superseded values are not recommended for survey control.
 FH1013
 FH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1013.See file dsdata.pdf to determine how the superseded data were derived.
 FH1013
 FH1013_MARKER: DS = TRIANGULATION STATION DISK
 FH1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1013_STAMPING: HINER 1940
 FH1013_MARK LOGO: CGS
 FH1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1013+STABILITY: SURFACE MOTION
 FH1013
 FH1013  HISTORY     - Date     Condition        Report By
 FH1013  HISTORY     - 1940     MONUMENTED       CGS
 FH1013  HISTORY     - 1959     GOOD             CGS
 FH1013  HISTORY     - 1968     GOOD             CGS
 FH1013
 FH1013                          STATION DESCRIPTION
 FH1013
 FH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1013'STATION IS LOCATED ABOUT 7 MILES WSW OF FORT SMITH AND 4
 FH1013'MILES SE OF MULDROW ON LAND OWNED BY EDWARD HINER AND OCCUPIED
 FH1013'BY HIS CARETAKER.
 FH1013'
 FH1013'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1013'BRONZE DISKS SET IN CONCRETE.
 FH1013'
 FH1013'STATION MARK IS STAMPED HINER 1940 AND PROJECTS 4 INCHES.
 FH1013'IT IS 42 FEET N OF THE CENTER OF A DIRT ROAD, 38.6 FEET
 FH1013'W OF A FENCE CORNER, 8 FEET S OF A RED BOARD FENCE AND ABOUT
 FH1013'175 FEET SW OF MR. HINERS HOUSE.
 FH1013'
 FH1013'REFERENCE MARK NO.1 IS STAMPED HINER NO.1, 1940 AND PROJECTS
 FH1013'4 INCHES.  IT IS 2 FEET N OF A FENCE, 24 FEET S OF THE CENTER
 FH1013'OF A DIRT ROAD AND ON THE SAME LEVEL AS THE STATION.  REFERENCE
 FH1013'MARK NO.2 IS STAMPED HINER NO.2 1940 AND PROJECTS 6 INCHES.
 FH1013'IT IS 2 FEET N OF A FENCE, 26 FEET S OF THE CENTER OF A
 FH1013'DIRT ROAD, JUST E OF A WATER HOLE AND ABOUT 1 FOOT LOWER
 FH1013'THAN THE STATION.
 FH1013'
 FH1013'AZIMUTH MARK IS STAMPED HINER 1940 AND PROJECTS 4 INCHES.
 FH1013'IT IS 4.2 FEET SE OF A WHITE REFERENCE POST, 3 FEET S OF
 FH1013'A FENCE, 22 FEET N OF THE CENTER OF A DIRT ROAD AND 22 FEET
 FH1013'W OF THE CENTER OF A FARM LANE.
 FH1013'
 FH1013'TO REACH THE AZIMUTH FROM THE STATION, GO E ON THE DIRT
 FH1013'ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, N SIDE OF
 FH1013'THE ROAD.
 FH1013'
 FH1013'TO REACH THE STATION FROM MULDROW, GO E ON U.S. HIGHWAY
 FH1013'64 FOR 3.15 MILES TO A GRAVEL ROAD TO THE RIGHT (S), JUST
 FH1013'W OF BRICK SCHOOL AND E OF A SMALL STORE, TURN RIGHT AND
 FH1013'GO 1.5 MILES TO A CROSS ROAD, TURN LEFT (E) AND GO 0.4 MILE
 FH1013'TO THE FARMHOUSE OF EDWARD HINERS AND STATION NEAR THE HOUSE.
 FH1013'
 FH1013'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1013
 FH1013                          STATION RECOVERY (1959)
 FH1013
 FH1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1013'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1013'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF
 FH1013'THE STATION, TO WEST OF A GATE AND 8 FEET WEST OF A POWER
 FH1013'LINE POLE.
 FH1013'
 FH1013'TO REACH MULDROW, FROM THE MAIN INTERSECTION ON U.S. HIGHWAY
 FH1013'64 AT THE SOUTH EDGE OF TOWN, GO EAST ON U.S. HIGHWAY
 FH1013'64 FOR 0.65 MILE TO ANGLING CROSSROADS, BEAR RIGHT AND GO
 FH1013'SOUTHEAST AND EAST ON OLD U.S. 64 FOR 2.45 MILES TO CROSSROADS,
 FH1013'TURN RIGHT BETWEEN A SERVICE STATION AND A SCHOOL AND GO
 FH1013'SOUTH FOR 1.6 MILES TO CROSSROADS, TURN LEFT AND GO EAST,
 FH1013'SOUTH AND EAST FOR 0.4 MILE TO HOUSE AND STATION ON THE LEFT.
 FH1013
 FH1013                          STATION RECOVERY (1968)
 FH1013
 FH1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FH1013'A REPORT RECEIVED FROM MR. D. C. HELMBERGER, CORPS OF ENGINEERS,
 FH1013'TULSA, OKLAHOMA STATES THAT ALL THE MARKS WERE RECOVERED IN GOOD
 FH1013'CONDITION.
 FH1013'
 FH1013'THE RED BOARD FENCE USED AS A REFERENCE FOR THE STATION MARK IN THE
 FH1013'ORIGINAL DESCRIPTION IS GONE.  THE STATION MARK IS LOCATED IN A
 FH1013'DIAGONAL FENCELINE AND ON LINE FROM REFERENCE MARK NO. 2 TO THE SW
 FH1013'PILLAR ON THE HOUSE PORCH.  THERE IS NO WITNESS POST NEAR THE
 FH1013'AZIMUTH MARK, NOW.
 FH1013'
 FH1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WSW OF FORT
 FH1013'SMITH, ARK. AND 4 MILES SE OF MULDROW, OKLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1098 ***********************************************************************
 FH1098  DESIGNATION -  HISAW
 FH1098  PID         -  FH1098
 FH1098  STATE/COUNTY-  OK/HASKELL
 FH1098  COUNTRY     -  US
 FH1098  USGS QUAD   -  STIGLER NE (2018)
 FH1098
 FH1098                         *CURRENT SURVEY CONTROL
 FH1098  ______________________________________________________________________
 FH1098* NAD 83(1993) POSITION- 35 24 36.59485(N) 095 03 03.60307(W)   ADJUSTED
 FH1098* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 FH1098  ______________________________________________________________________
 FH1098  GEOID HEIGHT    -        -30.148 (meters)                     GEOID18
 FH1098  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 FH1098  HORZ ORDER      -  FIRST
 FH1098
 FH1098.The horizontal coordinates were established by classical geodetic methods
 FH1098.and adjusted by the National Geodetic Survey in November 1994.
 FH1098
 FH1098.The orthometric height was scaled from a topographic map.
 FH1098
 FH1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1098.GEOID18 height accuracy estimate available here.
 FH1098
 FH1098.Click photographs - Photos may exist for this station.
 FH1098
 FH1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1098
 FH1098. The following values were computed from the NAD 83(1993) position.
 FH1098
 FH1098;                    North         East     Units Scale Factor Converg.
 FH1098;SPC OK S     -   234,293.197   867,831.012   MT  1.00003973   +1 40 26.0
 FH1098;SPC OK S     -   768,676.93  2,847,208.91   sFT  1.00003973   +1 40 26.0
 FH1098;UTM  15      - 3,920,462.223   313,768.318   MT  1.00002742   -1 11 19.5
 FH1098
 FH1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1098!SPC OK S     -   0.99996485  x   1.00003973  =   1.00000457
 FH1098!UTM  15      -   0.99996485  x   1.00002742  =   0.99999227
 FH1098
 FH1098:                Primary Azimuth Mark                     Grid Az
 FH1098:SPC OK S     -  FOWLER                                   304 31 49.5
 FH1098:UTM  15      -  FOWLER                                   307 23 35.0
 FH1098
 FH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1376820462(NAD 83)
 FH1098
 FH1098|---------------------------------------------------------------------|
 FH1098| PID    Reference Object                     Distance      Geod. Az  |
 FH1098|                                                           dddmmss.s |
 FH1098| CI1630 HISAW AZ MK                                        0234111.9 |
 FH1098| CI1631 HISAW RM 1                           15.445 METERS 08520     |
 FH1098| CI1632 HISAW RM 2                           27.750 METERS 19212     |
 FH1098| FH1102 FOWLER                              APPROX.11.9 KM 3061215.5 |
 FH1098|---------------------------------------------------------------------|
 FH1098
 FH1098                          SUPERSEDED SURVEY CONTROL
 FH1098
 FH1098  NAD 83(1986)-  35 24 36.60552(N)    095 03 03.59156(W) AD(       ) 1
 FH1098  NAD 27      -  35 24 36.25900(N)    095 03 02.74600(W) AD(       ) 1
 FH1098
 FH1098.Superseded values are not recommended for survey control.
 FH1098
 FH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1098.See file dsdata.pdf to determine how the superseded data were derived.
 FH1098
 FH1098_MARKER: DS = TRIANGULATION STATION DISK
 FH1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1098_STAMPING: HISAW 1940
 FH1098_MARK LOGO: CGS
 FH1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1098+STABILITY: SURFACE MOTION
 FH1098
 FH1098  HISTORY     - Date     Condition        Report By
 FH1098  HISTORY     - 1940     MONUMENTED       CGS
 FH1098  HISTORY     - 1959     GOOD             CGS
 FH1098
 FH1098                          STATION DESCRIPTION
 FH1098
 FH1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1098'STATION IS LOCATED ABOUT 11.5 MILES NNE OF STIGLER, ON THE
 FH1098'SUMMIT OF A HIGH WOODED RIDGE LYING S OF THE ARKANSAS RIVER,
 FH1098'ON LAND OWNED BY JOHN ROGERS.
 FH1098'
 FH1098'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FH1098'
 FH1098'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FH1098'IN BEDROCK.
 FH1098'
 FH1098'STATION MARK IS STAMPED HISAW 1940, AND PROJECTS 6 INCHES.
 FH1098'IT IS 5.2 FEET W OF A WHITE REFERENCE POST, 39 FEET W OF
 FH1098'THE CENTER OF THE WOODS ROAD, 13 FEET SE OF A 4-INCH HICKORY
 FH1098'TREE, 19 FEET NW OF A 6-INCH HICKORY TREE AND 9 FEET E OF
 FH1098'A 4-INCH OAK TREE.
 FH1098'
 FH1098'REFERENCE MARK NO.1 IS STAMPED HISAW NO.1, 1940, AND PROJECTS
 FH1098'2 INCHES.  IT IS 12 FEET E OF THE CENTER OF THE WOODS ROAD,
 FH1098'AND ABOUT 2 FEET LOWER THAN THE STATION.  REFERENCE MARK
 FH1098'NO.2 IS STAMPED HISAW NO.2, 1940, AND PROJECTS 2 INCHES.
 FH1098'IT IS 8 FEET N OF AN 8-INCH OAK TREE, 17 FEET W OF THE CENTER
 FH1098'OF A WOODS ROAD AND ON THE SAME LEVEL AS THE STATION.
 FH1098'
 FH1098'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE
 FH1098'IN A 12- BY 8-INCH STONE BLOCK AND PROJECTS 14 INCHES.  THE
 FH1098'MARK IS STAMPED HISAW 1940, AND IS 8 FEET N OF THE CENTER
 FH1098'OF A WOODS ROAD, 2.7 FEET N OF A WHITE REFERENCE POST, 38
 FH1098'FEET SW OF AN 18-INCH OAK TREE, AND 29 FEET SE OF A 12-INCH
 FH1098'OAK TREE.
 FH1098'
 FH1098'TO REACH STATION FROM STIGLER, GO E ON OKLAHOMA HIGHWAY
 FH1098'10, FOR 3.7 MILES TO A GRAVEL ROAD LEFT (N), TURN LEFT AND
 FH1098'GO 4 MILES TO GARLAND SCHOOL ON THE RIGHT, TURN RIGHT (E)
 FH1098'AND FOLLOW MAIN GRAVELED ROAD E AND N FOR 7 MILES TO A
 FH1098'T-INTERSECTION, NEAR A SMALL STORE, TURN LEFT (W), UP HILL
 FH1098'0.45 MILE TO AN UNGRADED CROSS ROAD, TURN RIGHT (N) AND
 FH1098'FOLLOW DIRT ROAD THROUGH WOODS 0.3 MILE TO STATION ON THE
 FH1098'LEFT (W) SIDE OF ROAD.  CONTINUE 0.2 MILE ON WOODS ROAD
 FH1098'TO AZIMUTH MARK ON THE RIGHT SIDE OF ROAD.
 FH1098'
 FH1098'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1098
 FH1098                          STATION RECOVERY (1959)
 FH1098
 FH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1098'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 FH1098'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND BUT THIS
 FH1098'MARK IS PROBABLY STILL IN PLACE.  IT WAS NOT POSSIBLE TO
 FH1098'DRIVE TO THE STATION SO IT WAS DIFFICULT TO CHECK MILEAGE
 FH1098'TO AZIMUTH MARK.  BRUSH AND TREE HAVE GROWN UP AND THE AZIMUTH
 FH1098'MARK WOULD NO LONGER BE VISABLE FROM THE GROUND AT THE STATION.
 FH1098'
 FH1098'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 FH1098'TO THE POINT WHERE THE DESCRIPTION TURNS RIGHT AND FOLLOWS
 FH1098'A WOODS ROAD 0.3 MILE TO THE STATION.  THIS OLD WOODS ROAD
 FH1098'HAS BEEN FENCED OFF SO IT IS NECESSARY TO WALK TO THE STATION
 FH1098'FROM THIS POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0540 ***********************************************************************
 FK0540  DESIGNATION -  HITCHCOCK FARMERS UNION ELEV
 FK0540  PID         -  FK0540
 FK0540  STATE/COUNTY-  OK/BLAINE
 FK0540  COUNTRY     -  US
 FK0540  USGS QUAD   -  HITCHCOCK (2018)
 FK0540
 FK0540                         *CURRENT SURVEY CONTROL
 FK0540  ______________________________________________________________________
 FK0540* NAD 83(1993) POSITION- 35 58 07.45489(N) 098 20 49.52521(W)   ADJUSTED
 FK0540  ______________________________________________________________________
 FK0540  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 FK0540  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 FK0540  HORZ ORDER      -  THIRD
 FK0540
 FK0540.The horizontal coordinates were established by classical geodetic methods
 FK0540.and adjusted by the National Geodetic Survey in November 1994.
 FK0540
 FK0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0540.GEOID18 height accuracy estimate available here.
 FK0540
 FK0540.Click photographs - Photos may exist for this station.
 FK0540
 FK0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0540
 FK0540. The following values were computed from the NAD 83(1993) position.
 FK0540
 FK0540;                    North         East     Units Scale Factor Converg.
 FK0540;SPC OK N     -   107,539.857   568,694.297   MT  0.99995139   -0 12 17.4
 FK0540;SPC OK N     -   352,820.35  1,865,791.21   sFT  0.99995139   -0 12 17.4
 FK0540;UTM  14      - 3,980,678.001   558,868.811   MT  0.99964270   +0 23 00.6
 FK0540
 FK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5886880678(NAD 83)
 FK0540
 FK0540                          SUPERSEDED SURVEY CONTROL
 FK0540
 FK0540  NAD 83(1986)-  35 58 07.46021(N)    098 20 49.50903(W) AD(       ) 3
 FK0540  NAD 27      -  35 58 07.32656(N)    098 20 48.24115(W) AD(       ) 3
 FK0540
 FK0540.Superseded values are not recommended for survey control.
 FK0540
 FK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0540.See file dsdata.pdf to determine how the superseded data were derived.
 FK0540
 FK0540_MARKER: 65 = GRAIN ELEVATOR
 FK0540
 FK0540  HISTORY     - Date     Condition        Report By
 FK0540  HISTORY     - 1963     FIRST OBSERVED   CGS
 FK0540
 FK0540                          STATION DESCRIPTION
 FK0540
 FK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0540'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A 140 FOOT
 FK0540'HIGH ELEVATOR, LOCATED AT THE EAST EDGE OF TOWN, 200 FEET WEST OF
 FK0540'STATE HIGHWAY 8 AND 100 FEET EAST OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0541 ***********************************************************************
 FK0541  DESIGNATION -  HITCHCOCK MUNICIPAL WATER TANK
 FK0541  PID         -  FK0541
 FK0541  STATE/COUNTY-  OK/BLAINE
 FK0541  COUNTRY     -  US
 FK0541  USGS QUAD   -  HITCHCOCK (2018)
 FK0541
 FK0541                         *CURRENT SURVEY CONTROL
 FK0541  ______________________________________________________________________
 FK0541* NAD 83(1993) POSITION- 35 58 06.46907(N) 098 20 58.10343(W)   ADJUSTED
 FK0541  ______________________________________________________________________
 FK0541  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 FK0541  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 FK0541  HORZ ORDER      -  THIRD
 FK0541
 FK0541.The horizontal coordinates were established by classical geodetic methods
 FK0541.and adjusted by the National Geodetic Survey in November 1994.
 FK0541
 FK0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0541.GEOID18 height accuracy estimate available here.
 FK0541
 FK0541.Click photographs - Photos may exist for this station.
 FK0541
 FK0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0541
 FK0541. The following values were computed from the NAD 83(1993) position.
 FK0541
 FK0541;                    North         East     Units Scale Factor Converg.
 FK0541;SPC OK N     -   107,510.245   568,479.269   MT  0.99995141   -0 12 22.5
 FK0541;SPC OK N     -   352,723.20  1,865,085.74   sFT  0.99995141   -0 12 22.5
 FK0541;UTM  14      - 3,980,646.192   558,654.165   MT  0.99964239   +0 22 55.5
 FK0541
 FK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5865480646(NAD 83)
 FK0541
 FK0541                          SUPERSEDED SURVEY CONTROL
 FK0541
 FK0541  NAD 83(1986)-  35 58 06.47447(N)    098 20 58.08702(W) AD(       ) 3
 FK0541  NAD 27      -  35 58 06.34077(N)    098 20 56.81896(W) AD(       ) 3
 FK0541
 FK0541.Superseded values are not recommended for survey control.
 FK0541
 FK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0541.See file dsdata.pdf to determine how the superseded data were derived.
 FK0541
 FK0541_MARKER: 53 = ELEVATED TANK
 FK0541
 FK0541  HISTORY     - Date     Condition        Report By
 FK0541  HISTORY     - 1963     FIRST OBSERVED   CGS
 FK0541
 FK0541                          STATION DESCRIPTION
 FK0541
 FK0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0541'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH ELEVATED
 FK0541'TANK, LOCATED IN THE CENTER OF TOWN AND ABOUT 0.15 MILE WEST OF
 FK0541'STATE HIGHWAY 8.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9340 ***********************************************************************
 DR9340  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9340  DESIGNATION -  HITCHITA
 DR9340  PID         -  DR9340
 DR9340  STATE/COUNTY-  OK/MCINTOSH
 DR9340  COUNTRY     -  US
 DR9340  USGS QUAD   -  COUNCIL HILL (2018)
 DR9340
 DR9340                         *CURRENT SURVEY CONTROL
 DR9340  ______________________________________________________________________
 DR9340* NAD 83(2011) POSITION- 35 30 27.32124(N) 095 42 51.69690(W)   ADJUSTED
 DR9340* NAD 83(2011) ELLIP HT-   157.523 (meters)        (09/11/23)   ADJUSTED
 DR9340* NAD 83(2011) EPOCH   -  2010.00
 DR9340* NAVD 88 ORTHO HEIGHT -   187.04  (meters)      613.6   (feet) GPS OBS
 DR9340  ______________________________________________________________________
 DR9340  GEOID HEIGHT    -        -29.546 (meters)                     GEOID18
 DR9340  NAD 83(2011) X  -   -517,565.416 (meters)                     COMP
 DR9340  NAD 83(2011) Y  - -5,172,219.471 (meters)                     COMP
 DR9340  NAD 83(2011) Z  -  3,683,944.942 (meters)                     COMP
 DR9340  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DR9340
 DR9340  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9340  Standards:
 DR9340         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9340            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9340  -------------------------------------------------------------------
 DR9340  NETWORK    0.64   1.41           0.27   0.25   0.72     -0.05369480
 DR9340  -------------------------------------------------------------------
 DR9340  Click here for local accuracies and other accuracy information.
 DR9340
 DR9340.The horizontal coordinates were established by GPS observations
 DR9340.and adjusted by the OK DEPT OF TRANSP in September 2023.
 DR9340
 DR9340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9340.been affixed to the stable North American tectonic plate. See 
 DR9340.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9340
 DR9340.The horizontal coordinates are valid at the epoch date displayed above
 DR9340.which is a decimal equivalence of Year/Month/Day.
 DR9340
 DR9340.The orthometric height was determined by GPS observations and a
 DR9340.high-resolution geoid model using precise GPS observation and
 DR9340.processing techniques.
 DR9340
 DR9340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9340.GEOID18 height accuracy estimate available here.
 DR9340
 DR9340.Click photographs - Photos may exist for this station.
 DR9340
 DR9340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9340
 DR9340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9340
 DR9340.The ellipsoidal height was determined by GPS observations
 DR9340.and is referenced to NAD 83.
 DR9340
 DR9340. The following values were computed from the NAD 83(2011) position.
 DR9340
 DR9340;                    North         East     Units Scale Factor Converg.
 DR9340;SPC OK S     -   243,537.888   807,351.103   MT  1.00006572   +1 17 50.5
 DR9340;SPC OK S     -   799,007.22  2,648,784.41   sFT  1.00006572   +1 17 50.5
 DR9340;UTM  15      - 3,932,723.541   253,819.205   MT  1.00034691   -1 34 38.4
 DR9340
 DR9340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9340!SPC OK S     -   0.99997528  x   1.00006572  =   1.00004099
 DR9340!UTM  15      -   0.99997528  x   1.00034691  =   1.00032218
 DR9340
 DR9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5381932723(NAD 83)
 DR9340
 DR9340                          SUPERSEDED SURVEY CONTROL
 DR9340
 DR9340.No superseded survey control is available for this station.
 DR9340
 DR9340_MARKER: DB = BENCH MARK DISK
 DR9340_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR9340_SP_SET: WALL OF BOX
 DR9340_STAMPING: 2023 HITCHITA
 DR9340_MARK LOGO: OKDOT
 DR9340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9340+STABILITY: SURFACE MOTION
 DR9340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9340+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 DR9340
 DR9340  HISTORY     - Date     Condition        Report By
 DR9340  HISTORY     - 20230824 MONUMENTED       OKDOT
 DR9340  HISTORY     - 20240717 GOOD             OKDOT
 DR9340
 DR9340                          STATION DESCRIPTION
 DR9340
 DR9340'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9340'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF HOFFMAN, 5.0 MI
 DR9340'(8.0 KM) NORTH OF PIERCE AND 4.9 MI (7.9 KM) SOUTHWEST OF COUNCIL
 DR9340'HILL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9340'
 DR9340'THE MARK IS APPROXIMATELY 60 FT (18.3 M) NORTH OF THE NORTH EDGE OF
 DR9340'ASPHALT.  APPROXIMATELY 30.7 FT (9.4 M) SOUTHEAST OF THE WESTERN
 DR9340'DELINEATOR ON NORTH HEADWALL OF A DOUBLE BOX CROSSING.  MARK IS
 DR9340'APPROXIMATELY 15 FT (4.6 M) SOUTH OF THE EASTERN DELINEATOR ON NORTH
 DR9340'HEADWALL OF A DOUBLE BOX CROSSING.
 DR9340'
 DR9340'TO REACH FROM THE INTERSECTION OF US-266 AND SH-72 GO WEST ON US-266
 DR9340'APPROXIMATELY 4.5 MI (7.2 KM).  MARK IS APPROXIMATELY 615 FT (187.5 M)
 DR9340'EAST OF N4100 ROAD.
 DR9340
 DR9340                          STATION RECOVERY (2024)
 DR9340
 DR9340'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BE)
 DR9340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1050 ***********************************************************************
 GH1050  CBN         -  This is a Cooperative Base Network Control Station.
 GH1050  DESIGNATION -  HIWAY
 GH1050  PID         -  GH1050
 GH1050  STATE/COUNTY-  OK/KAY
 GH1050  COUNTRY     -  US
 GH1050  USGS QUAD   -  KILDARE (2018)
 GH1050
 GH1050                         *CURRENT SURVEY CONTROL
 GH1050  ______________________________________________________________________
 GH1050* NAD 83(2011) POSITION- 36 45 33.63866(N) 097 03 49.56798(W)   ADJUSTED
 GH1050* NAD 83(2011) ELLIP HT-   295.620 (meters)        (06/27/12)   ADJUSTED
 GH1050* NAD 83(2011) EPOCH   -  2010.00
 GH1050* NAVD 88 ORTHO HEIGHT -   324.5   (meters)     1065.    (feet) GPS OBS
 GH1050  ______________________________________________________________________
 GH1050  NAVD 88 orthometric height was determined with geoid model    GEOID99
 GH1050  GEOID HEIGHT    -        -28.849 (meters)                     GEOID99
 GH1050  GEOID HEIGHT    -        -28.921 (meters)                     GEOID18
 GH1050  NAD 83(2011) X  -   -629,166.414 (meters)                     COMP
 GH1050  NAD 83(2011) Y  - -5,077,424.807 (meters)                     COMP
 GH1050  NAD 83(2011) Z  -  3,796,207.317 (meters)                     COMP
 GH1050  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 GH1050
 GH1050  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1050  Standards:
 GH1050         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1050            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1050  -------------------------------------------------------------------
 GH1050  NETWORK    1.78   3.67           0.83   0.58   1.87     -0.00559145
 GH1050  -------------------------------------------------------------------
 GH1050  Click here for local accuracies and other accuracy information.
 GH1050
 GH1050.The horizontal coordinates were established by GPS observations
 GH1050.and adjusted by the National Geodetic Survey in June 2012.
 GH1050
 GH1050.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1050.been affixed to the stable North American tectonic plate. See 
 GH1050.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1050
 GH1050.The horizontal coordinates are valid at the epoch date displayed above
 GH1050.which is a decimal equivalence of Year/Month/Day.
 GH1050
 GH1050.The orthometric height was determined by GPS observations and a
 GH1050.high-resolution geoid model.
 GH1050
 GH1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1050.GEOID18 height accuracy estimate available here.
 GH1050
 GH1050.Click photographs - Photos may exist for this station.
 GH1050
 GH1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1050
 GH1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1050
 GH1050.The ellipsoidal height was determined by GPS observations
 GH1050.and is referenced to NAD 83.
 GH1050
 GH1050. The following values were computed from the NAD 83(2011) position.
 GH1050
 GH1050;                    North         East     Units Scale Factor Converg.
 GH1050;SPC OK N     -   195,613.656   683,595.989   MT  0.99999867   +0 33 09.1
 GH1050;SPC OK N     -   641,775.80  2,242,764.51   sFT  0.99999867   +0 33 09.1
 GH1050;UTM  14      - 4,069,924.195   672,829.069   MT  0.99996800   +1 09 32.5
 GH1050
 GH1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1050!SPC OK N     -   0.99995361  x   0.99999867  =   0.99995228
 GH1050!UTM  14      -   0.99995361  x   0.99996800  =   0.99992161
 GH1050
 GH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7282969924(NAD 83)
 GH1050
 GH1050                          SUPERSEDED SURVEY CONTROL
 GH1050
 GH1050  NAD 83(2007)-  36 45 33.63868(N)    097 03 49.56876(W) AD(2002.00) 0
 GH1050  ELLIP H (02/10/07)  295.640  (m)                       GP(2002.00)    
 GH1050  ELLIP H (04/16/01)  295.635  (m)                       GP(       ) 4 2
 GH1050  NAD 83(1993)-  36 45 33.63849(N)    097 03 49.56827(W) AD(       ) B
 GH1050  ELLIP H (05/09/94)  295.688  (m)                       GP(       ) 4 2
 GH1050  NAVD 88 (07/24/98)  324.5    (m)  GEOID96  model used  GPS OBS        
 GH1050  NAVD 88 (01/13/95)  324.5    (m)  UNKNOWN  model used  GPS OBS        
 GH1050  NAVD 88 (05/09/94)  324.6    (m)  GEOID93  model used  GPS OBS        
 GH1050
 GH1050.Superseded values are not recommended for survey control.
 GH1050
 GH1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1050.See file dsdata.pdf to determine how the superseded data were derived.
 GH1050
 GH1050_MARKER: I = METAL ROD
 GH1050_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1050_STAMPING: HIWAY 1993
 GH1050_MARK LOGO: NGS
 GH1050_PROJECTION: FLUSH
 GH1050_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1050+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 GH1050_ROD/PIPE-DEPTH: 4.7 meters
 GH1050_SLEEVE-DEPTH  : 0.9 meters
 GH1050
 GH1050  HISTORY     - Date     Condition        Report By
 GH1050  HISTORY     - 1993     MONUMENTED       NGS
 GH1050  HISTORY     - 20010503 GOOD             MSAM
 GH1050  HISTORY     - 20060817 GOOD             OKDOT
 GH1050
 GH1050                          STATION DESCRIPTION
 GH1050
 GH1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1050'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF PONCA CITY, 0.9 KM
 GH1050'(0.55 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 77 AND STATE HIGHWAY
 GH1050'11, ALONG A FRONTAGE ROAD ON THE EAST SIDE OF HIGHWAY 77, IN A FENCE
 GH1050'LINE SEPARATING THE ROAD FROM THE HIGHWAY, ON A SLIGHT RISE, IN EAST
 GH1050'CENTRAL SECTION 2, T 26 N, R 2 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GH1050'TRANSPORTATION. NOTE-TRAFFIC CONES ARE ADVISABLE AT STATION.
 GH1050'TO REACH FROM THE JUNCTION OF HIGHWAYS 11 AND 77, ABOUT 6 KM
 GH1050'(3.70 MI) NORTH OF PONCA CITY, GO SOUTH ON HIGHWAY 77 FOR 0.71 KM
 GH1050'(0.45 MI) TO A MEDIAN CROSSOVER.  TURN LEFT, EAST, CROSSING
 GH1050'NORTHBOUND LANES TO FRONTAGE ROAD, THEN EAST AND SOUTH-SOUTHWEST ON
 GH1050'PAVED ROAD FOR 0.19 KM (0.10 MI) TO THE STATION ON THE RIGHT AT HIGH
 GH1050'GROUND.
 GH1050'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 GH1050'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 GH1050'LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 5.3 M
 GH1050'(17.4 FT) WEST-NORTHWEST OF THE ROAD CENTER, 0.7 M (2.3 FT)
 GH1050'EAST-SOUTHEAST OF A STEEL WITNESS POST IN THE FENCE LINE, 21.3 M
 GH1050'(69.9 FT) NORTH-NORTHEAST OF THE NORTH ONE OF TWO BRACED WOOD FENCE
 GH1050'POSTS, 20.9 M (68.6 FT) WEST OF, AND ACROSS THE ROAD FROM, A CONCRETE
 GH1050'RIGHT-OF-WAY POST IN A FENCE LINE LEADING EAST, 0.9 M (3.0 FT)
 GH1050'NORTHEAST OF A FIBERGLASS WITNESS POST IN RIGHT-OF-WAY FENCE, 27.0 M
 GH1050'(88.6 FT) EAST-NORTHEAST OF, AND 1.0 M (3.3 FT) HIGHER THAN CENTER OF
 GH1050'NORTH BOUND LANES OF HIGHWAY 77, AND 23.0 M (75.5 FT) NORTHWEST OF
 GH1050'THE NORTH END OF A PIPE UNDER A PAVED FIELD ENTRANCE.
 GH1050
 GH1050                          STATION RECOVERY (2001)
 GH1050
 GH1050'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GH1050'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 GH1050'
 GH1050'RECOVERED AS DESCRIBED.
 GH1050
 GH1050                          STATION RECOVERY (2006)
 GH1050
 GH1050'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH1050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9265 ***********************************************************************
 AC9265  DESIGNATION -  HKLO A
 AC9265  PID         -  AC9265
 AC9265  STATE/COUNTY-  OK/OKMULGEE
 AC9265  COUNTRY     -  US
 AC9265  USGS QUAD   -  OKMULGEE NE (2018)
 AC9265
 AC9265                         *CURRENT SURVEY CONTROL
 AC9265  ______________________________________________________________________
 AC9265* NAD 83(2011) POSITION- 35 40 56.14699(N) 095 51 50.85051(W)   ADJUSTED
 AC9265* NAD 83(2011) ELLIP HT-   189.190 (meters)        (06/27/12)   ADJUSTED
 AC9265* NAD 83(2011) EPOCH   -  2010.00
 AC9265* NAVD 88 ORTHO HEIGHT -   218.400 (meters)      716.53  (feet) ADJUSTED
 AC9265  ______________________________________________________________________
 AC9265  GEOID HEIGHT    -        -29.206 (meters)                     GEOID18
 AC9265  NAD 83(2011) X  -   -529,933.339 (meters)                     COMP
 AC9265  NAD 83(2011) Y  - -5,159,652.951 (meters)                     COMP
 AC9265  NAD 83(2011) Z  -  3,699,722.953 (meters)                     COMP
 AC9265  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 AC9265  DYNAMIC HEIGHT  -        218.198 (meters)      715.87  (feet) COMP
 AC9265  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 AC9265
 AC9265  VERT ORDER      -  SECOND    CLASS I
 AC9265
 AC9265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9265  Standards:
 AC9265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9265  -------------------------------------------------------------------
 AC9265  NETWORK    0.44   0.96           0.19   0.17   0.49     -0.02403116
 AC9265  -------------------------------------------------------------------
 AC9265  Click here for local accuracies and other accuracy information.
 AC9265
 AC9265.This is a reference station for the HASKELL
 AC9265.National Continuously Operating Reference Station (HKLO).
 AC9265
 AC9265.The horizontal coordinates were established by GPS observations
 AC9265.and adjusted by the National Geodetic Survey in June 2012.
 AC9265
 AC9265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9265.been affixed to the stable North American tectonic plate. See 
 AC9265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9265
 AC9265.The horizontal coordinates are valid at the epoch date displayed above
 AC9265.which is a decimal equivalence of Year/Month/Day.
 AC9265
 AC9265.The orthometric height was determined by differential leveling and
 AC9265.adjusted by the NATIONAL GEODETIC SURVEY
 AC9265.in July 2002.
 AC9265
 AC9265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9265.GEOID18 height accuracy estimate available here.
 AC9265
 AC9265.Click photographs - Photos may exist for this station.
 AC9265
 AC9265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9265
 AC9265.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9265
 AC9265.The ellipsoidal height was determined by GPS observations
 AC9265.and is referenced to NAD 83.
 AC9265
 AC9265.The dynamic height is computed by dividing the NAVD 88
 AC9265.geopotential number by the normal gravity value computed on the
 AC9265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9265.degrees latitude (g = 980.6199 gals.).
 AC9265
 AC9265.The modeled gravity was interpolated from observed gravity values.
 AC9265
 AC9265. The following values were computed from the NAD 83(2011) position.
 AC9265
 AC9265;                    North         East     Units Scale Factor Converg.
 AC9265;SPC OK N     -    77,825.703   793,328.625   MT  0.99998103   +1 15 37.7
 AC9265;SPC OK N     -   255,333.16  2,602,779.00   sFT  0.99998103   +1 15 37.7
 AC9265;UTM  15      - 3,952,488.445   240,796.925   MT  1.00042800   -1 40 17.6
 AC9265
 AC9265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9265!SPC OK N     -   0.99997031  x   0.99998103  =   0.99995134
 AC9265!UTM  15      -   0.99997031  x   1.00042800  =   1.00039829
 AC9265
 AC9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4079652488(NAD 83)
 AC9265
 AC9265|---------------------------------------------------------------------|
 AC9265| PID    Reference Object                     Distance      Geod. Az  |
 AC9265|                                                           dddmmss.s |
 AC9265| AB6372 HASKELL CORS L1 PHASE CENTER         86.595 METERS 05133     |
 AC9265|---------------------------------------------------------------------|
 AC9265
 AC9265                          SUPERSEDED SURVEY CONTROL
 AC9265
 AC9265  NAD 83(2007)-  35 40 56.14718(N)    095 51 50.85123(W) AD(2002.00) 0
 AC9265  ELLIP H (02/10/07)  189.200  (m)                       GP(2002.00)    
 AC9265  ELLIP H (02/05/01)  189.225  (m)                       GP(       ) 2 2
 AC9265  NAD 83(1993)-  35 40 56.14680(N)    095 51 50.85136(W) AD(       ) B
 AC9265  ELLIP H (10/21/97)  189.225  (m)                       GP(       ) 3 1
 AC9265  NAVD 88             218.40   (m)          716.5    (f) LEVELING    3  
 AC9265
 AC9265.Superseded values are not recommended for survey control.
 AC9265
 AC9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9265.See file dsdata.pdf to determine how the superseded data were derived.
 AC9265
 AC9265_MARKER: F = FLANGE-ENCASED ROD
 AC9265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9265_STAMPING: HKLO A 1997
 AC9265_MARK LOGO: NGS
 AC9265_PROJECTION: FLUSH
 AC9265_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9265+STABILITY: POSITION/ELEVATION WELL
 AC9265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9265+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 AC9265_ROD/PIPE-DEPTH: 3.1 meters
 AC9265_SLEEVE-DEPTH  : 0.9 meters
 AC9265
 AC9265  HISTORY     - Date     Condition        Report By
 AC9265  HISTORY     - 1997     MONUMENTED       NGS
 AC9265  HISTORY     - 19970508 GOOD             NGS
 AC9265  HISTORY     - 20220620 GOOD             OKDOT
 AC9265  HISTORY     - 20230816 GOOD             OKDOT
 AC9265  HISTORY     - 20240717 GOOD             OKDOT
 AC9265
 AC9265                          STATION DESCRIPTION
 AC9265
 AC9265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9265'8.7 KM (5.40 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 AC9265'U.S.  HIGHWAY 62 IN MORRIS, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A
 AC9265'GRAVELED ROAD, 65.5 M (214.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AC9265'A CHAIN-LINK FENCE, 5.8 M (19.0 FT) SOUTH OF THE ROAD CENTER, 2.0 M
 AC9265'(6.6 FT) WEST OF A T-FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A WITNESS
 AC9265'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AC9265'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC9265'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9265
 AC9265                          STATION RECOVERY (1997)
 AC9265
 AC9265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9265'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.
 AC9265
 AC9265                          STATION RECOVERY (2022)
 AC9265
 AC9265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 AC9265'RECOVERED IN GOOD CONDITION.
 AC9265
 AC9265                          STATION RECOVERY (2023)
 AC9265
 AC9265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 AC9265'RECOVERED IN GOOD CONDITION.
 AC9265
 AC9265                          STATION RECOVERY (2024)
 AC9265
 AC9265'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 AC9265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9266 ***********************************************************************
 AC9266  DESIGNATION -  HKLO B
 AC9266  PID         -  AC9266
 AC9266  STATE/COUNTY-  OK/OKMULGEE
 AC9266  COUNTRY     -  US
 AC9266  USGS QUAD   -  OKMULGEE NE (2018)
 AC9266
 AC9266                         *CURRENT SURVEY CONTROL
 AC9266  ______________________________________________________________________
 AC9266* NAD 83(2011) POSITION- 35 40 56.21247(N) 095 51 19.59903(W)   ADJUSTED
 AC9266* NAD 83(2011) ELLIP HT-   184.196 (meters)        (06/27/12)   ADJUSTED
 AC9266* NAD 83(2011) EPOCH   -  2010.00
 AC9266* NAVD 88 ORTHO HEIGHT -   213.416 (meters)      700.18  (feet) ADJUSTED
 AC9266  ______________________________________________________________________
 AC9266  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 AC9266  NAD 83(2011) X  -   -529,151.052 (meters)                     COMP
 AC9266  NAD 83(2011) Y  - -5,159,727.977 (meters)                     COMP
 AC9266  NAD 83(2011) Z  -  3,699,721.679 (meters)                     COMP
 AC9266  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 AC9266  DYNAMIC HEIGHT  -        213.219 (meters)      699.54  (feet) COMP
 AC9266  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 AC9266
 AC9266  VERT ORDER      -  SECOND    CLASS I
 AC9266
 AC9266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9266  Standards:
 AC9266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9266  -------------------------------------------------------------------
 AC9266  NETWORK    0.53   1.10           0.23   0.20   0.56     -0.01262532
 AC9266  -------------------------------------------------------------------
 AC9266  Click here for local accuracies and other accuracy information.
 AC9266
 AC9266.This is a reference station for the HASKELL
 AC9266.National Continuously Operating Reference Station (HKLO).
 AC9266
 AC9266.The horizontal coordinates were established by GPS observations
 AC9266.and adjusted by the National Geodetic Survey in June 2012.
 AC9266
 AC9266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9266.been affixed to the stable North American tectonic plate. See 
 AC9266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9266
 AC9266.The horizontal coordinates are valid at the epoch date displayed above
 AC9266.which is a decimal equivalence of Year/Month/Day.
 AC9266
 AC9266.The orthometric height was determined by differential leveling and
 AC9266.adjusted by the NATIONAL GEODETIC SURVEY
 AC9266.in July 2002.
 AC9266
 AC9266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9266.GEOID18 height accuracy estimate available here.
 AC9266
 AC9266.Click photographs - Photos may exist for this station.
 AC9266
 AC9266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9266
 AC9266.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9266
 AC9266.The ellipsoidal height was determined by GPS observations
 AC9266.and is referenced to NAD 83.
 AC9266
 AC9266.The dynamic height is computed by dividing the NAVD 88
 AC9266.geopotential number by the normal gravity value computed on the
 AC9266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9266.degrees latitude (g = 980.6199 gals.).
 AC9266
 AC9266.The modeled gravity was interpolated from observed gravity values.
 AC9266
 AC9266. The following values were computed from the NAD 83(2011) position.
 AC9266
 AC9266;                    North         East     Units Scale Factor Converg.
 AC9266;SPC OK N     -    77,845.042   794,114.210   MT  0.99998103   +1 15 56.2
 AC9266;SPC OK N     -   255,396.61  2,605,356.37   sFT  0.99998103   +1 15 56.2
 AC9266;UTM  15      - 3,952,467.565   241,582.820   MT  1.00042299   -1 39 59.3
 AC9266
 AC9266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9266!SPC OK N     -   0.99997109  x   0.99998103  =   0.99995212
 AC9266!UTM  15      -   0.99997109  x   1.00042299  =   1.00039407
 AC9266
 AC9266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4158252467(NAD 83)
 AC9266
 AC9266                          SUPERSEDED SURVEY CONTROL
 AC9266
 AC9266  NAD 83(2007)-  35 40 56.21267(N)    095 51 19.59975(W) AD(2002.00) 0
 AC9266  ELLIP H (02/10/07)  184.206  (m)                       GP(2002.00)    
 AC9266  ELLIP H (02/05/01)  184.231  (m)                       GP(       ) 2 2
 AC9266  NAD 83(1993)-  35 40 56.21228(N)    095 51 19.59988(W) AD(       ) B
 AC9266  ELLIP H (10/21/97)  184.231  (m)                       GP(       ) 3 1
 AC9266  NAVD 88             213.42   (m)          700.2    (f) LEVELING    3  
 AC9266
 AC9266.Superseded values are not recommended for survey control.
 AC9266
 AC9266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9266.See file dsdata.pdf to determine how the superseded data were derived.
 AC9266
 AC9266_MARKER: I = METAL ROD
 AC9266_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9266+WITH SETTING: INFORMATION.
 AC9266_STAMPING: HKLO B 1997
 AC9266_MARK LOGO: NGS
 AC9266_PROJECTION: FLUSH
 AC9266_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9266+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AC9266_ROD/PIPE-DEPTH: 1.9 meters
 AC9266
 AC9266  HISTORY     - Date     Condition        Report By
 AC9266  HISTORY     - 1997     MONUMENTED       NGS
 AC9266  HISTORY     - 19970508 GOOD             NGS
 AC9266
 AC9266                          STATION DESCRIPTION
 AC9266
 AC9266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9266'8.7 KM (5.40 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 AC9266'U.S.  HIGHWAY 62 IN MORRIS, 21.0 M (68.9 FT) WEST OF THE HIGHWAY
 AC9266'CENTERLINE, 8.4 M (27.6 FT) WEST OF A FENCE CORNER, 6.1 M (20.0 FT)
 AC9266'SOUTH OF THE CENTER OF A GRAVELED ROAD, 0.7 M (2.3 FT) NORTH OF A
 AC9266'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC9266'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC9266'THE SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A
 AC9266'CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AC9266
 AC9266                          STATION RECOVERY (1997)
 AC9266
 AC9266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9266'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0373 ***********************************************************************
 FK0373  DESIGNATION -  HOB
 FK0373  PID         -  FK0373
 FK0373  STATE/COUNTY-  OK/KIOWA
 FK0373  COUNTRY     -  US
 FK0373  USGS QUAD   -  CAMBRIDGE (2018)
 FK0373
 FK0373                         *CURRENT SURVEY CONTROL
 FK0373  ______________________________________________________________________
 FK0373* NAD 83(1993) POSITION- 35 01 34.21885(N) 099 10 16.87458(W)   ADJUSTED
 FK0373* NAVD 88 ORTHO HEIGHT -   475.155 (meters)     1558.90  (feet) ADJUSTED
 FK0373  ______________________________________________________________________
 FK0373  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 FK0373  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 FK0373  DYNAMIC HEIGHT  -        474.685 (meters)     1557.36  (feet) COMP
 FK0373  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 FK0373
 FK0373  HORZ ORDER      -  FIRST
 FK0373  VERT ORDER      -  SECOND    CLASS 0
 FK0373
 FK0373.The horizontal coordinates were established by classical geodetic methods
 FK0373.and adjusted by the National Geodetic Survey in November 1994.
 FK0373
 FK0373.The orthometric height was determined by differential leveling and
 FK0373.adjusted by the NATIONAL GEODETIC SURVEY
 FK0373.in June 1991.
 FK0373
 FK0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0373.GEOID18 height accuracy estimate available here.
 FK0373
 FK0373.Click photographs - Photos may exist for this station.
 FK0373
 FK0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0373
 FK0373.The dynamic height is computed by dividing the NAVD 88
 FK0373.geopotential number by the normal gravity value computed on the
 FK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0373.degrees latitude (g = 980.6199 gals.).
 FK0373
 FK0373.The modeled gravity was interpolated from observed gravity values.
 FK0373
 FK0373. The following values were computed from the NAD 83(1993) position.
 FK0373
 FK0373;                    North         East     Units Scale Factor Converg.
 FK0373;SPC OK S     -   188,398.839   493,109.366   MT  0.99996561   -0 39 53.6
 FK0373;SPC OK S     -   618,105.19  1,617,809.64   sFT  0.99996561   -0 39 53.6
 FK0373;UTM  14      - 3,875,958.851   484,368.632   MT  0.99960301   -0 05 54.1
 FK0373
 FK0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0373!SPC OK S     -   0.99992948  x   0.99996561  =   0.99989509
 FK0373!UTM  14      -   0.99992948  x   0.99960301  =   0.99953252
 FK0373
 FK0373:                Primary Azimuth Mark                     Grid Az
 FK0373:SPC OK S     -  BART                                     184 31 53.7
 FK0373:UTM  14      -  BART                                     183 57 54.2
 FK0373
 FK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8436875958(NAD 83)
 FK0373
 FK0373|---------------------------------------------------------------------|
 FK0373| PID    Reference Object                     Distance      Geod. Az  |
 FK0373|                                                           dddmmss.s |
 FK0373| FK0587 BART                                APPROX. 2.2 KM 1835200.1 |
 FK0373| FK0372 HOB RM 1                             28.196 METERS 20922     |
 FK0373| FK0371 HOB RM 2                             20.828 METERS 32134     |
 FK0373|---------------------------------------------------------------------|
 FK0373
 FK0373                          SUPERSEDED SURVEY CONTROL
 FK0373
 FK0373  NAD 83(1986)-  35 01 34.22632(N)    099 10 16.86999(W) AD(       ) 1
 FK0373  NAD 27      -  35 01 34.02480(N)    099 10 15.59030(W) AD(       ) 1
 FK0373  NGVD 29 (??/??/92)  474.979  (m)         1558.33   (f) ADJ UNCH    2 0
 FK0373  NGVD 29             474.98   (m)         1558.3    (f) LEVELING    3  
 FK0373
 FK0373.Superseded values are not recommended for survey control.
 FK0373
 FK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0373.See file dsdata.pdf to determine how the superseded data were derived.
 FK0373
 FK0373_MARKER: DS = TRIANGULATION STATION DISK
 FK0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0373_STAMPING: HOB 1961
 FK0373_MARK LOGO: CGS
 FK0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0373+STABILITY: SURFACE MOTION
 FK0373
 FK0373  HISTORY     - Date     Condition        Report By
 FK0373  HISTORY     - 1961     MONUMENTED       CGS
 FK0373  HISTORY     - 1961     GOOD             CGS
 FK0373
 FK0373                          STATION DESCRIPTION
 FK0373
 FK0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0373'THE STATION IS LOCATED ABOUT 4 MILES WEST OF HOBART, 4.5 MILES
 FK0373'NORTHEAST OF LONE WOLF AND 0.7 MILE EAST OF STATE HIGHWAY
 FK0373'44, ON U.S. GOVERNMENT PROPERTY.
 FK0373'
 FK0373'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 FK0373'44 AND 9, JUST EAST OF LONE WOLF, GO EAST ON HIGHWAY 44 AND
 FK0373'9 FOR 3.1 MILES TO A FORK, TURN LEFT WITH HIGHWAY 44 AND
 FK0373'FOLLOW IT FOR 1.8 MILES TO A CROSSROAD, TURN RIGHT AND FOLLOW
 FK0373'THE PAVEMENT EAST FOR 0.75 MILE TO ACCESS ROAD.  TURN RIGHT
 FK0373'ON THE ACCESS ROAD AND GO TO THE SECURITY GATE, CONTINUE
 FK0373'SOUTH FOR 0.2 MILE TO THE STATION SITE.
 FK0373'
 FK0373'THE STATION MARK IS A STANDARD DISK STAMPED HOB 1961, SET
 FK0373'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 FK0373'1.4 FEET SOUTHWEST OF A WITNESS POST.
 FK0373'
 FK0373'RM 1 IS A STANDARD DISK STAMPED HOB NO 1 1961, SET IN A SQUARE
 FK0373'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 93.8 FEET SOUTH OF THE
 FK0373'WITNESS POST, 3 FEET NORTH OF A FLOODLIGHT POLE AND 1.4 FEET EAST
 FK0373'OF A WIRE FENCE.
 FK0373'
 FK0373'RM 2 IS A 4-INCH DIAMETER BRONZE DISK THAT HAS NO CAST LETTERING
 FK0373'NOR STAMPING.  IT IS SET IN A SQUARE CONCRETE MONUMENT THAT
 FK0373'IS FLUSH, IS 68.4 FEET NORTHWEST OF THE WITNESS POST AND
 FK0373'4.5 FEET EAST OF A WIRE FENCE.
 FK0373'
 FK0373'TRIANGULATION STATION BART CAN BE USED AS AN AZIMUTH MARK.
 FK0373'SEE DESCRIPTION THEREOF.
 FK0373
 FK0373                          STATION RECOVERY (1961)
 FK0373
 FK0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0373'4 MI W FROM HOBART.
 FK0373'3.7 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN
 FK0373'LONE WOLF, THENCE NORTH ALONG STATE HIGHWAY 44 FOR 1.8 MILES,
 FK0373'THENCE EAST ALONG SURFACED ROAD FOR 0.75 MILE, THENCE SOUTH
 FK0373'FOR 0.2 MILE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET IN A
 FK0373'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0372 ***********************************************************************
 FK0372  DESIGNATION -  HOB RM 1
 FK0372  PID         -  FK0372
 FK0372  STATE/COUNTY-  OK/KIOWA
 FK0372  COUNTRY     -  US
 FK0372  USGS QUAD   -  CAMBRIDGE (2018)
 FK0372
 FK0372                         *CURRENT SURVEY CONTROL
 FK0372  ______________________________________________________________________
 FK0372* NAD 83(1986) POSITION- 35 01 33.42   (N) 099 10 17.42   (W)   HD_HELD1
 FK0372* NAVD 88 ORTHO HEIGHT -   475.201 (meters)     1559.06  (feet) ADJUSTED
 FK0372  ______________________________________________________________________
 FK0372  GEOID HEIGHT    -        -25.846 (meters)                     GEOID18
 FK0372  DYNAMIC HEIGHT  -        474.731 (meters)     1557.51  (feet) COMP
 FK0372  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 FK0372
 FK0372  VERT ORDER      -  SECOND    CLASS 0
 FK0372
 FK0372.The horizontal coordinates were determined by differentially corrected
 FK0372.hand held GPS observations or other comparable positioning techniques
 FK0372.and have an estimated accuracy of +/- 3 meters.
 FK0372
 FK0372.The orthometric height was determined by differential leveling and
 FK0372.adjusted by the NATIONAL GEODETIC SURVEY
 FK0372.in June 1991.
 FK0372
 FK0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0372.GEOID18 height accuracy estimate available here.
 FK0372
 FK0372.Click photographs - Photos may exist for this station.
 FK0372
 FK0372.The dynamic height is computed by dividing the NAVD 88
 FK0372.geopotential number by the normal gravity value computed on the
 FK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0372.degrees latitude (g = 980.6199 gals.).
 FK0372
 FK0372.The modeled gravity was interpolated from observed gravity values.
 FK0372
 FK0372;                    North         East    Units  Estimated Accuracy
 FK0372;SPC OK S     -   188,374.4     493,095.3     MT  (+/- 3 meters HH1 GPS) 
 FK0372
 FK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8435475934(NAD 83)
 FK0372
 FK0372                          SUPERSEDED SURVEY CONTROL
 FK0372
 FK0372  NGVD 29 (??/??/92)  475.024  (m)         1558.47   (f) ADJ UNCH    2 0
 FK0372
 FK0372.Superseded values are not recommended for survey control.
 FK0372
 FK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0372.See file dsdata.pdf to determine how the superseded data were derived.
 FK0372
 FK0372_MARKER: DR = REFERENCE MARK DISK
 FK0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0372_STAMPING: HOB NO 1 1961
 FK0372_MARK LOGO: CGS
 FK0372_PROJECTION: FLUSH
 FK0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0372+STABILITY: SURFACE MOTION
 FK0372
 FK0372  HISTORY     - Date     Condition        Report By
 FK0372  HISTORY     - 1961     MONUMENTED       CGS
 FK0372
 FK0372                          STATION DESCRIPTION
 FK0372
 FK0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0372'4 MI W FROM HOBART.
 FK0372'3.7 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN
 FK0372'LONE WOLF, THENCE NORTH ALONG STATE HIGHWAY 44 FOR 1.8 MILES,
 FK0372'THENCE EAST ALONG A SURFACED ROAD FOR 0.75 MILE, THENCE SOUTH
 FK0372'FOR 0.2 MILE, 93.8 FEET SOUTH OF A WITNESS POST, 3 FEET NORTH
 FK0372'OF A FLOODLIGHT POLE, 1.4 FEET SOUTHWEST OF A FENCE, AND SET IN
 FK0372'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0371 ***********************************************************************
 FK0371  DESIGNATION -  HOB RM 2
 FK0371  PID         -  FK0371
 FK0371  STATE/COUNTY-  OK/KIOWA
 FK0371  COUNTRY     -  US
 FK0371  USGS QUAD   -  CAMBRIDGE (2018)
 FK0371
 FK0371                         *CURRENT SURVEY CONTROL
 FK0371  ______________________________________________________________________
 FK0371* NAD 83(1986) POSITION- 35 01 34.75   (N) 099 10 17.39   (W)   HD_HELD1
 FK0371* NAVD 88 ORTHO HEIGHT -   475.064 (meters)     1558.61  (feet) ADJUSTED
 FK0371  ______________________________________________________________________
 FK0371  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 FK0371  DYNAMIC HEIGHT  -        474.594 (meters)     1557.06  (feet) COMP
 FK0371  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 FK0371
 FK0371  VERT ORDER      -  SECOND    CLASS 0
 FK0371
 FK0371.The horizontal coordinates were determined by differentially corrected
 FK0371.hand held GPS observations or other comparable positioning techniques
 FK0371.and have an estimated accuracy of +/- 3 meters.
 FK0371
 FK0371.The orthometric height was determined by differential leveling and
 FK0371.adjusted by the NATIONAL GEODETIC SURVEY
 FK0371.in June 1991.
 FK0371
 FK0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0371.GEOID18 height accuracy estimate available here.
 FK0371
 FK0371.Click photographs - Photos may exist for this station.
 FK0371
 FK0371.The dynamic height is computed by dividing the NAVD 88
 FK0371.geopotential number by the normal gravity value computed on the
 FK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0371.degrees latitude (g = 980.6199 gals.).
 FK0371
 FK0371.The modeled gravity was interpolated from observed gravity values.
 FK0371
 FK0371;                    North         East    Units  Estimated Accuracy
 FK0371;SPC OK S     -   188,415.4     493,096.5     MT  (+/- 3 meters HH1 GPS) 
 FK0371
 FK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8435575975(NAD 83)
 FK0371
 FK0371                          SUPERSEDED SURVEY CONTROL
 FK0371
 FK0371  NGVD 29 (??/??/92)  474.887  (m)         1558.03   (f) ADJ UNCH    2 0
 FK0371
 FK0371.Superseded values are not recommended for survey control.
 FK0371
 FK0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0371.See file dsdata.pdf to determine how the superseded data were derived.
 FK0371
 FK0371_MARKER: DD = SURVEY DISK
 FK0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0371_PROJECTION: FLUSH
 FK0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0371+STABILITY: SURFACE MOTION
 FK0371
 FK0371  HISTORY     - Date     Condition        Report By
 FK0371  HISTORY     - 1961     MONUMENTED       NONE
 FK0371  HISTORY     - 1961     GOOD             CGS
 FK0371
 FK0371                          STATION DESCRIPTION
 FK0371
 FK0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0371'4 MI W FROM HOBART.
 FK0371'3.7 MILES EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN
 FK0371'LONE WOLF, THENCE NORTH ALONG STATE HIGHWAY 44 FOR 1.8 MILES,
 FK0371'THENCE EAST ALONG A SURFACED ROAD FOR 0.75 MILE, THENCE SOUTH
 FK0371'FOR 0.2 MILE, 68.4 FEET NORTHWEST OF A WITNESS POST, 4.5 FEET
 FK0371'EAST OF A FENCE, AND SET IN A SQUARE CONCRETE POST THAT IS
 FK0371'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0580 ***********************************************************************
 FK0580  DESIGNATION -  HOBART
 FK0580  PID         -  FK0580
 FK0580  STATE/COUNTY-  OK/KIOWA
 FK0580  COUNTRY     -  US
 FK0580  USGS QUAD   -  HOBART (2018)
 FK0580
 FK0580                         *CURRENT SURVEY CONTROL
 FK0580  ______________________________________________________________________
 FK0580* NAD 83(1993) POSITION- 35 01 06.70878(N) 099 05 34.14066(W)   ADJUSTED
 FK0580* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 FK0580  ______________________________________________________________________
 FK0580  GEOID HEIGHT    -        -25.813 (meters)                     GEOID18
 FK0580  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 FK0580  HORZ ORDER      -  FIRST
 FK0580
 FK0580.The horizontal coordinates were established by classical geodetic methods
 FK0580.and adjusted by the National Geodetic Survey in November 1994.
 FK0580
 FK0580.The orthometric height was scaled from a topographic map.
 FK0580
 FK0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0580.GEOID18 height accuracy estimate available here.
 FK0580
 FK0580.Click photographs - Photos may exist for this station.
 FK0580
 FK0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0580
 FK0580. The following values were computed from the NAD 83(1993) position.
 FK0580
 FK0580;                    North         East     Units Scale Factor Converg.
 FK0580;SPC OK S     -   187,470.764   500,266.725   MT  0.99996459   -0 37 13.1
 FK0580;SPC OK S     -   615,060.33  1,641,291.75   sFT  0.99996459   -0 37 13.1
 FK0580;UTM  14      - 3,875,101.934   491,532.217   MT  0.99960088   -0 03 11.7
 FK0580
 FK0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0580!SPC OK S     -   0.99993010  x   0.99996459  =   0.99989469
 FK0580!UTM  14      -   0.99993010  x   0.99960088  =   0.99953101
 FK0580
 FK0580:                Primary Azimuth Mark                     Grid Az
 FK0580:SPC OK S     -  HOBART AZ MK                             158 30 21.0
 FK0580:UTM  14      -  HOBART AZ MK                             157 56 19.6
 FK0580
 FK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9153275101(NAD 83)
 FK0580
 FK0580|---------------------------------------------------------------------|
 FK0580| PID    Reference Object                     Distance      Geod. Az  |
 FK0580|                                                           dddmmss.s |
 FK0580| FK0584 HOBART WATER TANK                   APPROX. 0.9 KM 0013444.9 |
 FK0580| CK9872 HOBART RM 1                          10.439 METERS 12339     |
 FK0580| CK9871 HOBART AZ MK                                       1575307.9 |
 FK0580| CK9873 HOBART RM 2                          23.985 METERS 21233     |
 FK0580|---------------------------------------------------------------------|
 FK0580
 FK0580                          SUPERSEDED SURVEY CONTROL
 FK0580
 FK0580  NAD 83(1986)-  35 01 06.71885(N)    099 05 34.13381(W) AD(       ) 1
 FK0580  NAD 27      -  35 01 06.51700(N)    099 05 32.86100(W) AD(       ) 1
 FK0580
 FK0580.Superseded values are not recommended for survey control.
 FK0580
 FK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0580.See file dsdata.pdf to determine how the superseded data were derived.
 FK0580
 FK0580_MARKER: DS = TRIANGULATION STATION DISK
 FK0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0580_STAMPING: HOBART 1935
 FK0580_MARK LOGO: CGS
 FK0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0580+STABILITY: SURFACE MOTION
 FK0580
 FK0580  HISTORY     - Date     Condition        Report By
 FK0580  HISTORY     - 1935     MONUMENTED       CGS
 FK0580  HISTORY     - 1935     GOOD             OKGS
 FK0580  HISTORY     - 1936     GOOD             OKGS
 FK0580  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0580
 FK0580                          STATION DESCRIPTION
 FK0580
 FK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0580'STATION IS LOCATED ON THE S SIDE OF THE TOWN OF HOBART, ON THE
 FK0580'W SIDE OF THE YARD OF THE EUGENE FIELD SCHOOL.  THE MARK IS
 FK0580'86 FEET E OF THE CENTER LINE OF THE ROAD, 43 FEET E OF THE E
 FK0580'EDGE OF THE SIDEWALK, 8 FEET N OF THE N EDGE OF THE SIDEWALK,
 FK0580'90 FEET SW OF THE NW CORNER OF THE SCHOOL BUILDING, AND 102
 FK0580'FEET NW OF THE SW CORNER OF THE SCHOOL BUILDING.  MARK IS FLUSH
 FK0580'WITH THE GROUND.
 FK0580'
 FK0580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FK0580'BRONZE DISKS SET IN CONCRETE.
 FK0580'
 FK0580'REFERENCE MARK NO. 1 IS E BY S OF STATION, 69 FEET NW OF SW
 FK0580'CORNER OF SCHOOL BUILDING, 76 FEET SW OF NW CORNER OF SCHOOL
 FK0580'BUILDING, AND 2 FEET S OF S EDGE OF SIDEWALK.  MARK IS FLUSH
 FK0580'WITH THE GROUND.
 FK0580'
 FK0580'REFERENCE MARK NO. 2 IS SW OF STATION, 128 FEET W OF SW CORNER
 FK0580'OF SCHOOL BUILDING, 1 FOOT E OF E EDGE OF SIDEWALK, 49 FEET
 FK0580'E OF CENTER LINE OF ROAD, AND IS FLUSH WITH THE GROUND.
 FK0580'
 FK0580'AZIMUTH MARK IS SE OF STATION, 22 FEET W OF CENTER LINE OF
 FK0580'ROAD, 2 FEET W OF FENCE, AND PROJECTS 10 INCHES.
 FK0580'
 FK0580'TO REACH, GO N TO FIRST STREET, TURN RIGHT E GO 2 BLOCKS,
 FK0580'TURN RIGHT S, GO 0.75 MILE, TURN LEFT E, GO 0.15 MILE TO MARK
 FK0580'ON W JUST AROUND BEND IN ROAD.
 FK0580'
 FK0580'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 FK0580
 FK0580                          STATION RECOVERY (1935)
 FK0580
 FK0580'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1935
 FK0580'STATION RECOVERED DESCRIPTION ADEQUATE.
 FK0580
 FK0580                          STATION RECOVERY (1936)
 FK0580
 FK0580'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1936
 FK0580'ORIGINAL DESCRIPTION STILL APPLIES.
 FK0580
 FK0580                          STATION RECOVERY (1958)
 FK0580
 FK0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 FK0580'STATION, AZIMUTH AND REFERENCE MARKS WERE SEARCHED FOR AND NOT
 FK0580'RECOVERED.  THE SCHOOL HOUSE WAS DISMANTLED AND A NEW BUILDING
 FK0580'WAS BUILT AT THE SAME SITE, IN 1940, AND THE STATION WAS
 FK0580'REMOVED TO CLEAR THE AREA FOR THE NEW BUILDING.  THE SITE OF
 FK0580'REFERENCE MARK NO. 1 IS ALSO UNDER THE PRESENT BUILDING.
 FK0580'THE SITE OF REFERENCE MARK NO. 2 IS IN THE SCHOOL YARD BUT THE
 FK0580'MARK COULD NOT BE FOUND.  THE AZIMUTH MARK COULD NOT BE FOUND
 FK0580'AND IF IN PLACE IS NO LONGER OF ANY VALUE.
 FK0580'
 FK0580'A STATION CALLED HOBART 2 1940 WAS RECOVERED IN THE SCHOOLYARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0578 ***********************************************************************
 FK0578  DESIGNATION -  HOBART 2
 FK0578  PID         -  FK0578
 FK0578  STATE/COUNTY-  OK/KIOWA
 FK0578  COUNTRY     -  US
 FK0578  USGS QUAD   -  HOBART (2018)
 FK0578
 FK0578                         *CURRENT SURVEY CONTROL
 FK0578  ______________________________________________________________________
 FK0578* NAD 83(1993) POSITION- 35 01 07.71759(N) 099 05 34.63916(W)   ADJUSTED
 FK0578* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 FK0578  ______________________________________________________________________
 FK0578  GEOID HEIGHT    -        -25.814 (meters)                     GEOID18
 FK0578  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 FK0578  HORZ ORDER      -  SECOND
 FK0578
 FK0578.The horizontal coordinates were established by classical geodetic methods
 FK0578.and adjusted by the National Geodetic Survey in November 1994.
 FK0578
 FK0578.The orthometric height was scaled from a topographic map.
 FK0578
 FK0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0578.GEOID18 height accuracy estimate available here.
 FK0578
 FK0578.Click photographs - Photos may exist for this station.
 FK0578
 FK0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0578
 FK0578. The following values were computed from the NAD 83(1993) position.
 FK0578
 FK0578;                    North         East     Units Scale Factor Converg.
 FK0578;SPC OK S     -   187,501.986   500,254.425   MT  0.99996463   -0 37 13.4
 FK0578;SPC OK S     -   615,162.77  1,641,251.39   sFT  0.99996463   -0 37 13.4
 FK0578;UTM  14      - 3,875,133.022   491,519.613   MT  0.99960089   -0 03 12.0
 FK0578
 FK0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0578!SPC OK S     -   0.99993010  x   0.99996463  =   0.99989473
 FK0578!UTM  14      -   0.99993010  x   0.99960089  =   0.99953102
 FK0578
 FK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9151975133(NAD 83)
 FK0578
 FK0578                          SUPERSEDED SURVEY CONTROL
 FK0578
 FK0578  NAD 83(1986)-  35 01 07.72551(N)    099 05 34.63429(W) AD(       ) 2
 FK0578  NAD 27      -  35 01 07.52240(N)    099 05 33.36260(W) AD(       ) 2
 FK0578
 FK0578.Superseded values are not recommended for survey control.
 FK0578
 FK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0578.See file dsdata.pdf to determine how the superseded data were derived.
 FK0578
 FK0578_MARKER: DS = TRIANGULATION STATION DISK
 FK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0578_STAMPING: HOBART 2 1940
 FK0578_MARK LOGO: CGS
 FK0578_PROJECTION: FLUSH
 FK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0578+STABILITY: SURFACE MOTION
 FK0578
 FK0578  HISTORY     - Date     Condition        Report By
 FK0578  HISTORY     - 1940     MONUMENTED       CGS
 FK0578  HISTORY     - 1958     GOOD             CGS
 FK0578  HISTORY     - 1958     GOOD             CGS
 FK0578  HISTORY     - 1985     GOOD             DMA
 FK0578
 FK0578                          STATION DESCRIPTION
 FK0578
 FK0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 FK0578'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A SEARCH WAS
 FK0578'MADE FOR REFERENCE MARKS AND AN AZIMUTH MARK BUT NONE WERE
 FK0578'FOUND.
 FK0578'
 FK0578'THE STATION IS A STANDARD DISK STAMPED HOBART 2 1940 IN A
 FK0578'CONCRETE POST SET ABOUT 2 INCHES BELOW THE SURFACE OF THE LAWN.
 FK0578'IT IS IN THE SOUTH PART OF HOBART, OKLAHOMA, IN THE WEST SIDE
 FK0578'OF THE YARD OF THE EUGENE FIELD SCHOOL, 2.7 FEET EAST OF
 FK0578'THE EAST EDGE OF THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF
 FK0578'THE SCHOOLYARD, 50.6 FEET EAST OF THE CENTERLINE OF MAIN
 FK0578'STREET 87.2 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE WALK
 FK0578'ENTERING THE BUILDING 27.6 FEET WEST OF THE WEST SIDE OF THE
 FK0578'BUILDING AND 33.6 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FK0578'OF THE BUILDING.
 FK0578'
 FK0578'THIS MARK WAS SET BY PARTIES UNKNOWN, AT THE TIME THE SCHOOL
 FK0578'HOUSE WAS BUILT AND FIELD NOTES RELATIVE TO THE RESET COULD
 FK0578'NOT BE FOUND.
 FK0578
 FK0578                          STATION RECOVERY (1958)
 FK0578
 FK0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 FK0578'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND
 FK0578'IN GOOD CONDITION.  THE REFERENCE MARKS WERE SEARCHED FOR
 FK0578'BUT NOT RECOVERED.  THE SCHOOL HAS BEEN ENLARGED AND THE STREETS
 FK0578'IMPROVED.  NEW REFERENCE POINTS TO THE STATION MARK ARE AS
 FK0578'FOLLOWS.
 FK0578'
 FK0578'THE STATION IS IN THE SOUTH PART OF THE CITY OF HOBART IN THE
 FK0578'LAWN OF THE EUGENE FIELD SCHOOL, 98 FEET NORTH-NORTHWEST
 FK0578'OF THE WEST ENTRANCE TO THE SCHOOL, 54 FEET EAST OF THE CENTER
 FK0578'OF SOUTH MAIN STREET, 35 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FK0578'OF THE SCHOOL AND 3 FEET EAST OF THE EAST EDGE OF THE SIDEWALK.
 FK0578'IT IS SET FLUSH AND IS STAMPED HOBART 2 1940.
 FK0578
 FK0578                          STATION RECOVERY (1985)
 FK0578
 FK0578'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RZC)
 FK0578'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0579 ***********************************************************************
 FK0579  DESIGNATION -  HOBART 3
 FK0579  PID         -  FK0579
 FK0579  STATE/COUNTY-  OK/KIOWA
 FK0579  COUNTRY     -  US
 FK0579  USGS QUAD   -  HOBART (2018)
 FK0579
 FK0579                         *CURRENT SURVEY CONTROL
 FK0579  ______________________________________________________________________
 FK0579* NAD 83(1993) POSITION- 35 01 08.65280(N) 099 05 34.42958(W)   ADJUSTED
 FK0579* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 FK0579  ______________________________________________________________________
 FK0579  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 FK0579  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 FK0579  HORZ ORDER      -  FIRST
 FK0579
 FK0579.The horizontal coordinates were established by classical geodetic methods
 FK0579.and adjusted by the National Geodetic Survey in November 1994.
 FK0579
 FK0579.The orthometric height was scaled from a topographic map.
 FK0579
 FK0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0579.GEOID18 height accuracy estimate available here.
 FK0579
 FK0579.Click photographs - Photos may exist for this station.
 FK0579
 FK0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0579
 FK0579. The following values were computed from the NAD 83(1993) position.
 FK0579
 FK0579;                    North         East     Units Scale Factor Converg.
 FK0579;SPC OK S     -   187,530.746   500,260.049   MT  0.99996467   -0 37 13.2
 FK0579;SPC OK S     -   615,257.12  1,641,269.84   sFT  0.99996467   -0 37 13.2
 FK0579;UTM  14      - 3,875,161.826   491,524.951   MT  0.99960089   -0 03 11.9
 FK0579
 FK0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0579!SPC OK S     -   0.99993010  x   0.99996467  =   0.99989477
 FK0579!UTM  14      -   0.99993010  x   0.99960089  =   0.99953102
 FK0579
 FK0579:                Primary Azimuth Mark                     Grid Az
 FK0579:SPC OK S     -  TEPEE RESET                              213 44 37.7
 FK0579:UTM  14      -  TEPEE RESET                              213 10 36.4
 FK0579
 FK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9152475161(NAD 83)
 FK0579
 FK0579|---------------------------------------------------------------------|
 FK0579| PID    Reference Object                     Distance      Geod. Az  |
 FK0579|                                                           dddmmss.s |
 FK0579| FK0581 HOBART SE MUNICIPAL TANK            APPROX. 0.6 KM 0321918.4 |
 FK0579| CK9875 HOBART 3 RM 3                        19.778 METERS 08407     |
 FK0579| CK9874 HOBART 3 AZ MK                                     0875821.6 |
 FK0579| CK9876 HOBART 3 RM 4                        21.224 METERS 17042     |
 FK0579| FK0578 HOBART 2                             29.306 METERS 19027     |
 FK0579| EM0868 TEPEE RESET                         APPROX.18.7 KM 2130724.5 |
 FK0579|---------------------------------------------------------------------|
 FK0579
 FK0579                          SUPERSEDED SURVEY CONTROL
 FK0579
 FK0579  NAD 83(1986)-  35 01 08.66072(N)    099 05 34.42472(W) AD(       ) 1
 FK0579  NAD 27      -  35 01 08.45770(N)    099 05 33.15310(W) AD(       ) 1
 FK0579
 FK0579.Superseded values are not recommended for survey control.
 FK0579
 FK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0579.See file dsdata.pdf to determine how the superseded data were derived.
 FK0579
 FK0579_MARKER: DS = TRIANGULATION STATION DISK
 FK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0579_STAMPING: HOBART 3 1961
 FK0579_MARK LOGO: CGS
 FK0579_PROJECTION: FLUSH
 FK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0579+STABILITY: SURFACE MOTION
 FK0579
 FK0579  HISTORY     - Date     Condition        Report By
 FK0579  HISTORY     - 1961     MONUMENTED       CGS
 FK0579  HISTORY     - 1963     GOOD             CGS
 FK0579  HISTORY     - 1985     MARK NOT FOUND   DMA
 FK0579
 FK0579                          STATION DESCRIPTION
 FK0579
 FK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0579'THE STATION IS LOCATED IN THE SOUTHERN PART OF HOBART, ON THE
 FK0579'LAWN OF THE EUGENE FIELD SCHOOL HOUSE AND IN THE SOUTHEAST
 FK0579'ANGLE OF THE INTERSECTION OF MAIN AND 8TH STREETS.
 FK0579'
 FK0579'THE STATION MARK, A STANDARD STATION DISK STAMPED HOBART 3 1961,
 FK0579'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS
 FK0579'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 76 FEET
 FK0579'NORTH OF THE NORTHWEST CORNER OF THE EUGENE FIELD SCHOOL HOUSE,
 FK0579'69 FEET EAST OF THE CENTER OF MAIN STREET, 65.2 FEET WEST
 FK0579'OF THE WITNESS POST AND 53 FEET SOUTH OF THE CENTER OF 8TH
 FK0579'STREET.
 FK0579'
 FK0579'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED HOBART
 FK0579'3 NO 3 1961, IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FK0579'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 FK0579'IS 134 FEET EAST OF THE CENTER OF MAIN STREET, 98 FEET NORTHEAST
 FK0579'OF THE NORTHWEST CORNER OF THE EUGENE FIELD SCHOOL HOUSE, 81
 FK0579'FEET NORTH OF THE NORTHEAST CORNER OF THE EUGENE FIELD SCHOOL
 FK0579'HOUSE, 51 FEET SOUTH OF THE CENTER OF 8TH STREET, 1 FOOT WEST
 FK0579'OF FENCE AND 1 FOOT SOUTH OF WITNESS POST.
 FK0579'
 FK0579'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED HOBART 3
 FK0579'NO 4 1961, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 FK0579'SIDEWALK.  THE MARK IS 121 FEET SOUTH OF THE CENTER OF 8TH
 FK0579'STREET, 81 FEET EAST OF THE CENTER OF MAIN STREET AND 6.7 FEET
 FK0579'NORTH OF THE NORTHWEST CORNER OF THE EUGENE FIELD SCHOOL HOUSE.
 FK0579'
 FK0579'HOBART 2, A STANDARD STATION DISK IS STAMPED HOBART 2 1940,
 FK0579'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS
 FK0579'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 72.6 FEET
 FK0579'NORTH-NORTHWEST OF FLAG POLE, 51 FEET EAST OF THE CENTER OF
 FK0579'MAIN STREET AND 33.6 FEET SOUTHWEST OF THE NORTHWEST CORNER
 FK0579'OF EUGENE FIELD SCHOOL HOUSE.
 FK0579'
 FK0579'AZIMUTH MARK, A STANDARD AZIMUTH DISK IS STAMPED HOBART 3 1961,
 FK0579'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS
 FK0579'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 26 FEET
 FK0579'SOUTH OF THE CENTER OF 8TH STREET AND 20 FEET EAST OF THE
 FK0579'CENTER OF MONROE STREET.
 FK0579'
 FK0579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON 8TH
 FK0579'STREET FOR 2 BLOCKS TO THE AZIMUTH MARK ON THE RIGHT IN THE
 FK0579'SOUTHEAST ANGLE OF INTERSECTION.
 FK0579
 FK0579                          STATION RECOVERY (1963)
 FK0579
 FK0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0579'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FK0579'THE REFERENCE MARKS WERE FOUND STAMPED HOBART 3 NO 1961 AND
 FK0579'HOBART 3 NO 1961.  THE NUMBERS 3 AND 4 WERE STAMPED ON THE
 FK0579'CORRESPONDING MARKS BY THIS PARTY.
 FK0579'
 FK0579'A NEW BUILDING HAS BEEN BUILT SINCE STATION HOBART 3 1961 WAS
 FK0579'ESTABLISHED.  THE STATION MARK IS 8.0 FEET NORTHWEST OF THE
 FK0579'NORTHWEST CORNER OF THE NEW BUILDING, A KINDERGARTEN SCHOOL.
 FK0579'REFERENCE MARK NO. 4 IS NOT V G TO THE STATION.  THE SOUTHWEST
 FK0579'CORNER OF THE KINDERGARTEN SCHOOL BUILDING IS ON THE LINE
 FK0579'FROM THE STATION MARK TO REFERENCE MARK NO. 4.
 FK0579'
 FK0579'DESCRIPTION TO REACH IS ADEQUATE.
 FK0579
 FK0579                          STATION RECOVERY (1985)
 FK0579
 FK0579'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RZC)
 FK0579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0583 ***********************************************************************
 FK0583  DESIGNATION -  HOBART COOP ELEVATOR
 FK0583  PID         -  FK0583
 FK0583  STATE/COUNTY-  OK/KIOWA
 FK0583  COUNTRY     -  US
 FK0583  USGS QUAD   -  HOBART (2018)
 FK0583
 FK0583                         *CURRENT SURVEY CONTROL
 FK0583  ______________________________________________________________________
 FK0583* NAD 83(1993) POSITION- 35 00 44.47122(N) 099 05 13.13828(W)   ADJUSTED
 FK0583  ______________________________________________________________________
 FK0583  GEOID HEIGHT    -        -25.792 (meters)                     GEOID18
 FK0583  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FK0583  HORZ ORDER      -  THIRD
 FK0583
 FK0583.The horizontal coordinates were established by classical geodetic methods
 FK0583.and adjusted by the National Geodetic Survey in November 1994.
 FK0583
 FK0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0583.GEOID18 height accuracy estimate available here.
 FK0583
 FK0583.Click photographs - Photos may exist for this station.
 FK0583
 FK0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0583
 FK0583. The following values were computed from the NAD 83(1993) position.
 FK0583
 FK0583;                    North         East     Units Scale Factor Converg.
 FK0583;SPC OK S     -   186,779.787   500,791.750   MT  0.99996378   -0 37 01.2
 FK0583;SPC OK S     -   612,793.35  1,643,014.27   sFT  0.99996378   -0 37 01.2
 FK0583;UTM  14      - 3,874,416.436   492,063.863   MT  0.99960078   -0 02 59.7
 FK0583
 FK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9206374416(NAD 83)
 FK0583
 FK0583                          SUPERSEDED SURVEY CONTROL
 FK0583
 FK0583  NAD 83(1986)-  35 00 44.47969(N)    099 05 13.13170(W) AD(       ) 3
 FK0583  NAD 27      -  35 00 44.19500(N)    099 05 11.13000(W) AD(       ) 3
 FK0583
 FK0583.Superseded values are not recommended for survey control.
 FK0583
 FK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0583.See file dsdata.pdf to determine how the superseded data were derived.
 FK0583
 FK0583_MARKER: 65 = GRAIN ELEVATOR
 FK0583
 FK0583  HISTORY     - Date     Condition        Report By
 FK0583  HISTORY     - 1961     FIRST OBSERVED   CGS
 FK0583  HISTORY     - 1963     GOOD             CGS
 FK0583
 FK0583                          STATION DESCRIPTION
 FK0583
 FK0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0583'THE STATION IS IN THE SOUTHEAST PART OF THE CITY OF HOBART.
 FK0583'IT IS A CONCRETE ELEVATOR PAINTED WHITE, HAVING AN OVER-ALL
 FK0583'HEIGHT OF 200 FEET AND THE TOP AND CENTER WAS THE POINT OBSERVED
 FK0583'UPON.
 FK0583'
 FK0583'TO REACH THE STATION FROM THE POST OFFICE IN HOBART GO SOUTH
 FK0583'ON MAIN STREET 0.7 MILE TO STATE HIGHWAY 9, TURN LEFT AND
 FK0583'GO EAST ON STATE HIGHWAY 9 FOR 0.3 MILE TO A CROSS STREET,
 FK0583'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 FK0583'THE STATION ON THE LEFT.
 FK0583
 FK0583                          STATION RECOVERY (1963)
 FK0583
 FK0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0583'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0585 ***********************************************************************
 FK0585  DESIGNATION -  HOBART PUB SERVICE CO MAST
 FK0585  PID         -  FK0585
 FK0585  STATE/COUNTY-  OK/KIOWA
 FK0585  COUNTRY     -  US
 FK0585  USGS QUAD   -  HOBART (2018)
 FK0585
 FK0585                         *CURRENT SURVEY CONTROL
 FK0585  ______________________________________________________________________
 FK0585* NAD 83(1993) POSITION- 35 01 27.07192(N) 099 05 13.67912(W)   ADJUSTED
 FK0585  ______________________________________________________________________
 FK0585  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 FK0585  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 FK0585  HORZ ORDER      -  THIRD
 FK0585
 FK0585.The horizontal coordinates were established by classical geodetic methods
 FK0585.and adjusted by the National Geodetic Survey in November 1994.
 FK0585
 FK0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0585.GEOID18 height accuracy estimate available here.
 FK0585
 FK0585.Click photographs - Photos may exist for this station.
 FK0585
 FK0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0585
 FK0585. The following values were computed from the NAD 83(1993) position.
 FK0585
 FK0585;                    North         East     Units Scale Factor Converg.
 FK0585;SPC OK S     -   188,092.634   500,792.177   MT  0.99996535   -0 37 01.5
 FK0585;SPC OK S     -   617,100.58  1,643,015.67   sFT  0.99996535   -0 37 01.5
 FK0585;UTM  14      - 3,875,728.746   492,051.301   MT  0.99960078   -0 03 00.0
 FK0585
 FK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9205175728(NAD 83)
 FK0585
 FK0585                          SUPERSEDED SURVEY CONTROL
 FK0585
 FK0585  NAD 83(1986)-  35 01 27.08056(N)    099 05 13.67300(W) AD(       ) 3
 FK0585  NAD 27      -  35 01 26.87800(N)    099 05 12.39700(W) AD(       ) 3
 FK0585
 FK0585.Superseded values are not recommended for survey control.
 FK0585
 FK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0585.See file dsdata.pdf to determine how the superseded data were derived.
 FK0585
 FK0585_MARKER: 42 = RADIO/TV MAST
 FK0585
 FK0585  HISTORY     - Date     Condition        Report By
 FK0585  HISTORY     - 1961     FIRST OBSERVED   CGS
 FK0585  HISTORY     - 1963     GOOD             CGS
 FK0585
 FK0585                          STATION DESCRIPTION
 FK0585
 FK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0585'THE STATION IS IN THE EAST CENTRAL PART OF THE CITY OF HOBART, 115
 FK0585'FEET SOUTH OF EAST FOURTH STREET AND 110 FEET EAST OF EASTERN
 FK0585'AVENUE.
 FK0585'
 FK0585'IT IS A SINGLE COLUMN STEEL MAST PAINTED ALTERNATELY RED
 FK0585'AND WHITE, HAVING AN OVER-ALL HEIGHT OF 180 FEET AND THE TOP
 FK0585'AND CENTER WAS THE POINT OBSERVED UPON.
 FK0585
 FK0585                          STATION RECOVERY (1963)
 FK0585
 FK0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0585'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0581 ***********************************************************************
 FK0581  DESIGNATION -  HOBART SE MUNICIPAL TANK
 FK0581  PID         -  FK0581
 FK0581  STATE/COUNTY-  OK/KIOWA
 FK0581  COUNTRY     -  US
 FK0581  USGS QUAD   -  HOBART (2018)
 FK0581
 FK0581                         *CURRENT SURVEY CONTROL
 FK0581  ______________________________________________________________________
 FK0581* NAD 83(1993) POSITION- 35 01 24.82860(N) 099 05 21.98803(W)   ADJUSTED
 FK0581  ______________________________________________________________________
 FK0581  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 FK0581  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 FK0581  HORZ ORDER      -  THIRD
 FK0581
 FK0581.The horizontal coordinates were established by classical geodetic methods
 FK0581.and adjusted by the National Geodetic Survey in November 1994.
 FK0581
 FK0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0581.GEOID18 height accuracy estimate available here.
 FK0581
 FK0581.Click photographs - Photos may exist for this station.
 FK0581
 FK0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0581
 FK0581. The following values were computed from the NAD 83(1993) position.
 FK0581
 FK0581;                    North         East     Units Scale Factor Converg.
 FK0581;SPC OK S     -   188,025.779   500,580.817   MT  0.99996526   -0 37 06.2
 FK0581;SPC OK S     -   616,881.24  1,642,322.23   sFT  0.99996526   -0 37 06.2
 FK0581;UTM  14      - 3,875,659.827   491,840.689   MT  0.99960082   -0 03 04.8
 FK0581
 FK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9184075659(NAD 83)
 FK0581
 FK0581                          SUPERSEDED SURVEY CONTROL
 FK0581
 FK0581  NAD 83(1986)-  35 01 24.83700(N)    099 05 21.98316(W) AD(       ) 3
 FK0581  NAD 27      -  35 01 24.63300(N)    099 05 20.71200(W) AD(       ) 3
 FK0581
 FK0581.Superseded values are not recommended for survey control.
 FK0581
 FK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0581.See file dsdata.pdf to determine how the superseded data were derived.
 FK0581
 FK0581_MARKER: 53 = ELEVATED TANK
 FK0581
 FK0581  HISTORY     - Date     Condition        Report By
 FK0581  HISTORY     - 1961     FIRST OBSERVED   CGS
 FK0581  HISTORY     - 1963     GOOD             CGS
 FK0581
 FK0581                          STATION DESCRIPTION
 FK0581
 FK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0581'THE STATION IS IN THE EAST CENTRAL PART OF THE CITY OF HOBART,
 FK0581'270 FEET EAST OF SOUTH MONROE STREET, 130 FEET WEST OF SOUTH
 FK0581'LINCOLN STREET AND 105 FEET NORTH OF EAST FIFTH STREET.
 FK0581'
 FK0581'IT IS AN 8-LEGGED STEEL STRUCTURE PAINTED SILVER, HAVING
 FK0581'AN OVER-ALL HEIGHT OF 150 FEET AND THE BALL AT THE APEX WAS
 FK0581'THE POINT OVSERVED UPON.
 FK0581
 FK0581                          STATION RECOVERY (1963)
 FK0581
 FK0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0581'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0582 ***********************************************************************
 FK0582  DESIGNATION -  HOBART VUMORE CO TV MAST
 FK0582  PID         -  FK0582
 FK0582  STATE/COUNTY-  OK/KIOWA
 FK0582  COUNTRY     -  US
 FK0582  USGS QUAD   -  HOBART (2018)
 FK0582
 FK0582                         *CURRENT SURVEY CONTROL
 FK0582  ______________________________________________________________________
 FK0582* NAD 83(1993) POSITION- 35 02 10.60806(N) 099 05 15.80684(W)   ADJUSTED
 FK0582  ______________________________________________________________________
 FK0582  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 FK0582  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 FK0582  HORZ ORDER      -  THIRD
 FK0582
 FK0582.The horizontal coordinates were established by classical geodetic methods
 FK0582.and adjusted by the National Geodetic Survey in November 1994.
 FK0582
 FK0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0582.GEOID18 height accuracy estimate available here.
 FK0582
 FK0582.Click photographs - Photos may exist for this station.
 FK0582
 FK0582.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0582
 FK0582. The following values were computed from the NAD 83(1993) position.
 FK0582
 FK0582;                    North         East     Units Scale Factor Converg.
 FK0582;SPC OK S     -   189,434.744   500,752.701   MT  0.99996699   -0 37 02.7
 FK0582;SPC OK S     -   621,503.82  1,642,886.15   sFT  0.99996699   -0 37 02.7
 FK0582;UTM  14      - 3,877,069.909   491,998.562   MT  0.99960079   -0 03 01.3
 FK0582
 FK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9199877069(NAD 83)
 FK0582
 FK0582                          SUPERSEDED SURVEY CONTROL
 FK0582
 FK0582  NAD 83(1986)-  35 02 10.61683(N)    099 05 15.80106(W) AD(       ) 3
 FK0582  NAD 27      -  35 02 10.41600(N)    099 05 14.52700(W) AD(       ) 3
 FK0582
 FK0582.Superseded values are not recommended for survey control.
 FK0582
 FK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0582.See file dsdata.pdf to determine how the superseded data were derived.
 FK0582
 FK0582_MARKER: 42 = RADIO/TV MAST
 FK0582
 FK0582  HISTORY     - Date     Condition        Report By
 FK0582  HISTORY     - 1961     FIRST OBSERVED   CGS
 FK0582  HISTORY     - 1963     GOOD             CGS
 FK0582
 FK0582                          STATION DESCRIPTION
 FK0582
 FK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0582'THE STATION IS IN THE NORTHEAST PART OF THE CITY OF HOBART.
 FK0582'IT IS A SINGLE COLUMN STEEL MAST PAINTED ALTERNATELY RED
 FK0582'AND WHITE AND THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 FK0582'IT IS 400 FEET HIGH.
 FK0582'
 FK0582'TO REACH THE STATION FROM THE POST OFFICE IN HOBART GO NORTH
 FK0582'ON MAIN STREET 0.2 MILE TO IRIS AVENUE, TURN RIGHT AND GO
 FK0582'EAST 0.1 MILE TO JEFFERSON STREET, TURN LEFT AND GO NORTH ON
 FK0582'JEFFERSON STREET 0.35 MILE TO A TRACK ROAD RIGHT, TURN RIGHT
 FK0582'AND FOLLOW THE TRACK ROAD EAST, NORTH AND EAST FOR 0.4 MILE
 FK0582'TO THE STATION.
 FK0582
 FK0582                          STATION RECOVERY (1963)
 FK0582
 FK0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0582'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0584 ***********************************************************************
 FK0584  DESIGNATION -  HOBART WATER TANK
 FK0584  PID         -  FK0584
 FK0584  STATE/COUNTY-  OK/KIOWA
 FK0584  COUNTRY     -  US
 FK0584  USGS QUAD   -  HOBART (2018)
 FK0584
 FK0584                         *CURRENT SURVEY CONTROL
 FK0584  ______________________________________________________________________
 FK0584* NAD 83(1993) POSITION- 35 01 36.25912(N) 099 05 33.15031(W)   ADJUSTED
 FK0584  ______________________________________________________________________
 FK0584  GEOID HEIGHT    -        -25.843 (meters)                     GEOID18
 FK0584  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 FK0584  HORZ ORDER      -  THIRD
 FK0584
 FK0584.The horizontal coordinates were established by classical geodetic methods
 FK0584.and adjusted by the National Geodetic Survey in November 1994.
 FK0584
 FK0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0584.GEOID18 height accuracy estimate available here.
 FK0584
 FK0584.Click photographs - Photos may exist for this station.
 FK0584
 FK0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0584
 FK0584. The following values were computed from the NAD 83(1993) position.
 FK0584
 FK0584;                    North         East     Units Scale Factor Converg.
 FK0584;SPC OK S     -   188,381.058   500,301.686   MT  0.99996569   -0 37 12.5
 FK0584;SPC OK S     -   618,046.85  1,641,406.45   sFT  0.99996569   -0 37 12.5
 FK0584;UTM  14      - 3,876,012.198   491,558.159   MT  0.99960088   -0 03 11.2
 FK0584
 FK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9155876012(NAD 83)
 FK0584
 FK0584                          SUPERSEDED SURVEY CONTROL
 FK0584
 FK0584  NAD 83(1986)-  35 01 36.26783(N)    099 05 33.14363(W) AD(       ) 3
 FK0584  NAD 27      -  35 01 36.02500(N)    099 05 31.92200(W) AD(       ) 3
 FK0584  USSD        -  35 01 35.96400(N)    099 05 32.28900(W) AD(       ) 3
 FK0584
 FK0584.Superseded values are not recommended for survey control.
 FK0584
 FK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0584.See file dsdata.pdf to determine how the superseded data were derived.
 FK0584
 FK0584_MARKER: 53 = ELEVATED TANK
 FK0584
 FK0584  HISTORY     - Date     Condition        Report By
 FK0584  HISTORY     - 1921     FIRST OBSERVED   CGS
 FK0584  HISTORY     - 1935     GOOD             CGS
 FK0584
 FK0584                          STATION DESCRIPTION
 FK0584
 FK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0584'STATION IS A HIGH, BLACK MUNICIPAL WATER TANK OF THE TOWN
 FK0584'OF HOBART, OKLAHOMA.
 FK0584
 FK0584                          STATION RECOVERY (1935)
 FK0584
 FK0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0584'POINT OBSERVED UPON IS FINIAL OF MINICIPAL WATER TANK IN
 FK0584'HOBART.  LOCATED IN THE N PART OF TOWN.  IT IS SILVER, AND
 FK0584'ABOUT 125 FEET HIGH.
 FK0584'
 FK0584'OBSERVED UPON FROM STATIONS, HOBART AND TEPEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1040 ***********************************************************************
 EK1040  FBN         -  This is a Federal Base Network Control Station.
 EK1040  DESIGNATION -  HOCHATOWN
 EK1040  PID         -  EK1040
 EK1040  STATE/COUNTY-  OK/MCCURTAIN
 EK1040  COUNTRY     -  US
 EK1040  USGS QUAD   -  OLD GLORY MOUNTAIN (2018)
 EK1040
 EK1040                         *CURRENT SURVEY CONTROL
 EK1040  ______________________________________________________________________
 EK1040* NAD 83(2011) POSITION- 34 10 27.42369(N) 094 46 04.49071(W)   ADJUSTED
 EK1040* NAD 83(2011) ELLIP HT-   227.087 (meters)        (06/27/12)   ADJUSTED
 EK1040* NAD 83(2011) EPOCH   -  2010.00
 EK1040* NAVD 88 ORTHO HEIGHT -   256.1   (meters)      840.    (feet) GPS OBS
 EK1040  ______________________________________________________________________
 EK1040  NAVD 88 orthometric height was determined with an earlier geoid model
 EK1040  GEOID HEIGHT    -        -29.022 (meters)                     GEOID18
 EK1040  NAD 83(2011) X  -   -439,089.544 (meters)                     COMP
 EK1040  NAD 83(2011) Y  - -5,264,331.217 (meters)                     COMP
 EK1040  NAD 83(2011) Z  -  3,562,584.867 (meters)                     COMP
 EK1040  LAPLACE CORR    -          4.01  (seconds)                    DEFLEC18
 EK1040
 EK1040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK1040  Standards:
 EK1040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK1040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK1040  -------------------------------------------------------------------
 EK1040  NETWORK    0.48   1.06           0.20   0.19   0.54      0.07236805
 EK1040  -------------------------------------------------------------------
 EK1040  Click here for local accuracies and other accuracy information.
 EK1040
 EK1040.The horizontal coordinates were established by GPS observations
 EK1040.and adjusted by the National Geodetic Survey in June 2012.
 EK1040
 EK1040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK1040.been affixed to the stable North American tectonic plate. See 
 EK1040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK1040
 EK1040.The horizontal coordinates are valid at the epoch date displayed above
 EK1040.which is a decimal equivalence of Year/Month/Day.
 EK1040
 EK1040.The orthometric height was determined by GPS observations and a
 EK1040.high-resolution geoid model.
 EK1040
 EK1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1040.GEOID18 height accuracy estimate available here.
 EK1040
 EK1040.Click photographs - Photos may exist for this station.
 EK1040
 EK1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1040
 EK1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1040
 EK1040.The ellipsoidal height was determined by GPS observations
 EK1040.and is referenced to NAD 83.
 EK1040
 EK1040. The following values were computed from the NAD 83(2011) position.
 EK1040
 EK1040;                    North         East     Units Scale Factor Converg.
 EK1040;SPC OK S     -    98,051.210   897,921.943   MT  0.99996137   +1 50 04.5
 EK1040;SPC OK S     -   321,689.68  2,945,932.24   sFT  0.99996137   +1 50 04.5
 EK1040;UTM  15      - 3,782,892.861   337,061.533   MT  0.99992727   -0 59 35.8
 EK1040
 EK1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1040!SPC OK S     -   0.99996435  x   0.99996137  =   0.99992572
 EK1040!UTM  15      -   0.99996435  x   0.99992727  =   0.99989163
 EK1040
 EK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3706182892(NAD 83)
 EK1040
 EK1040                          SUPERSEDED SURVEY CONTROL
 EK1040
 EK1040  NAD 83(2007)-  34 10 27.42374(N)    094 46 04.49154(W) AD(2002.00) 0
 EK1040  ELLIP H (02/10/07)  227.110  (m)                       GP(2002.00)    
 EK1040  ELLIP H (06/09/00)  227.107  (m)                       GP(       ) 2 2
 EK1040  NAD 83(1993)-  34 10 27.42349(N)    094 46 04.49148(W) AD(       ) B
 EK1040  ELLIP H (05/09/94)  227.218  (m)                       GP(       ) 4 2
 EK1040  NAVD 88 (06/09/00)  256.1    (m)  GEOID99  model used  GPS OBS        
 EK1040  NAVD 88 (07/24/98)  256.2    (m)  GEOID96  model used  GPS OBS        
 EK1040  NAVD 88 (01/13/95)  256.2    (m)  UNKNOWN  model used  GPS OBS        
 EK1040  NAVD 88 (05/09/94)  256.2    (m)  GEOID93  model used  GPS OBS        
 EK1040
 EK1040.Superseded values are not recommended for survey control.
 EK1040
 EK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1040.See file dsdata.pdf to determine how the superseded data were derived.
 EK1040
 EK1040_MARKER: F = FLANGE-ENCASED ROD
 EK1040_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK1040+WITH SETTING: INFORMATION.
 EK1040_STAMPING: HOCHATOWN 1993
 EK1040_MARK LOGO: NGS
 EK1040_PROJECTION: FLUSH
 EK1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1040+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 EK1040_ROD/PIPE-DEPTH: 2.9 meters
 EK1040_SLEEVE-DEPTH  : 0.9 meters
 EK1040
 EK1040  HISTORY     - Date     Condition        Report By
 EK1040  HISTORY     - 1993     MONUMENTED       NGS
 EK1040  HISTORY     - 19960630 GOOD             OKDOT
 EK1040  HISTORY     - 19990825 GOOD             NGS
 EK1040  HISTORY     - 20090715 GOOD             AIRDAT
 EK1040  HISTORY     - 20151214 MARK NOT FOUND   NGS
 EK1040  HISTORY     - 20211018 GOOD             USPSQD
 EK1040
 EK1040                          STATION DESCRIPTION
 EK1040
 EK1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EK1040'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) WEST OF THE ARKANSAS
 EK1040'BORDER, 19 KM (11.80 MI) SOUTH OF SHERWOOD, 17 KM (10.55 MI) NORTH OF
 EK1040'BROKEN BOW, IN GRASS IN A CLEARING IN THE NORTHWEST QUADRANT OF THE
 EK1040'JUNCTION OF HIGHWAY 259 AND A GRAVEL ROAD LEADING TO A GARBAGE DUMP,
 EK1040'AND IN THE HIGHWAY RIGHT-OF-WAY. OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EK1040'TRANSPORTATION.
 EK1040'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 259 AND 70 EAST AND STATE
 EK1040'HIGHWAY 3 WEST IN BROKEN BOW, GO NORTH ON HIGHWAY 259 FOR 3.81 KM
 EK1040'(2.35 MI) TO THE SOUTH ONE OF TWO BRIDGES OVER YANABBEE CREEK.
 EK1040'CONTINUE AHEAD, NORTH, ON HIGHWAY 259 FOR 6.38 KM (3.95 MI) TO THE
 EK1040'SOUTH END OF 259A ON THE RIGHT (LOOP ROAD THROUGH HOCHATOWN STATE
 EK1040'PARK).  CONTINUE AHEAD, NORTH, ON HIGHWAY 259 FOR 3.24 KM (2.00 MI)
 EK1040'TO THE NORTH END OF HIGHWAY 259A ON THE RIGHT.  CONTINUE AHEAD,
 EK1040'NORTH-NORTHWEST ON HIGHWAY 259 PASSING THROUGH THE SMALL TOWN OF
 EK1040'HOCHATOWN FOR 3.87 KM (2.40 MI) TO A GRAVEL ROAD ON THE LEFT LEADING
 EK1040'TO THE GARBAGE DUMP, AND A SIGN -STEVENS GAP RESTAURANT- AND THE
 EK1040'STATION ON THE LEFT.
 EK1040'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EK1040'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 EK1040'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 EK1040'IS 23.1 M (75.8 FT) SOUTHWEST FROM THE CENTER OF, AND LEVEL WITH
 EK1040'HIGHWAY 259, 13.2 M (43.3 FT) EAST-NORTHEAST FROM THE EAST CORNER OF
 EK1040'A CATTLE GUARD, 6.4 M (21.0 FT) NORTHEAST FROM THE CENTER OF THE
 EK1040'GRAVEL ROAD, 3.7 M (12.1 FT) SOUTH FROM TELEPHONE WARNING POST NUMBER
 EK1040'100 10, 3.2 M (10.5 FT) SOUTHEAST FROM A POWER POLE, 0.8 M (2.6 FT)
 EK1040'NORTHWEST FROM A FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) SOUTHEAST
 EK1040'FROM A FIBERGLASS WITNESS POST.
 EK1040'DESCRIBED BY D.G. AUG
 EK1040
 EK1040                          STATION RECOVERY (1996)
 EK1040
 EK1040'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (BW)
 EK1040'RECOVERED AS DESCRIBED.
 EK1040
 EK1040                          STATION RECOVERY (1999)
 EK1040
 EK1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EK1040'THE STATION IS LOCATED ABOUT 17.0 KM (10.55 MI) NORTH OF BROKEN BOW,
 EK1040'1.61 KM (1.00 MI) NORTH OF THE CENTER OF HOCHATOWN, ON THE EAST SIDE
 EK1040'OF US HIGHWAY 259 RIGHT-OF-WAY.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EK1040'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 EK1040'259, 70 AND STATE HIGHWAY 3 (MARTIN LUTHER KING BOULEVARD) ON THE
 EK1040'NORTH SIDE OF BROKEN BOW, GO NORTH ON HIGHWAY 259 FOR 13.36 KM (8.30
 EK1040'MI) TO THE NORTH END OF THE HIGHWAY 259-A LOOP ON THE RIGHT. CONTINUE
 EK1040'AHEAD, NORTH ON HIGHWAY 259, PASSING THROUGH THE COMMUNITY OF
 EK1040'HOCHATOWN, FOR 3.86 KM (2.40 MI) TO A GRAVEL ROAD ON THE LEFT, LEADING
 EK1040'INTO A GARBAGE DUMPSTER-TRANSFER STATION AND THE STATION, ON THE NORTH
 EK1040'SIDE OF THE GRAVEL ROAD BETWEEN TWO YELLOW WOOD POSTS.  THE STATION IS
 EK1040'A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED
 EK1040'SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 EK1040'CONCRETE FLUSH WITH THE GROUND AND ABOUT 0.19 M (0.62 FT) BELOW THE
 EK1040'LEVEL OF THE HIGHWAY.  LOCATED 23.17 M (76.02 FT) WEST OF THE CENTER
 EK1040'OF THE HIGHWAY, 13.26 M (43.50 FT) NORTHEAST OF THE NORTHEAST CORNER
 EK1040'OF A CATTLE GUARD IN THE GRAVEL ROAD, 3.66 M (12.01 FT) SOUTH OF
 EK1040'TELEPHONE CABLE JUNCTION BOX NUMBER 100-10, 3.20 M (10.50 FT)
 EK1040'SOUTHEAST OF A POWER POLE AND 0.8 M (2.6 FT) SOUTHEAST OF A FIBERGLASS
 EK1040'WITNESS POST.
 EK1040
 EK1040                          STATION RECOVERY (2009)
 EK1040
 EK1040'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (KEG)
 EK1040'RECOVERED IN GOOD CONDITION.
 EK1040
 EK1040                          STATION RECOVERY (2015)
 EK1040
 EK1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015
 EK1040'THIS REPORT WAS SUBMITTED BY STEVEN PHILLIPS.
 EK1040
 EK1040                          STATION RECOVERY (2021)
 EK1040
 EK1040'RECOVERY NOTE BY US POWER SQUADRON 2021 (RBP)
 EK1040'THE RECOVERY NOTES FROM 1999 ARE ADEQUATE, WITH THE FOLLOWING
 EK1040'EXCEPTIONS: THE GRAVEL ROAD NORTH OF HOCHATOWN IS NOW PAVED AND IS
 EK1040'NAMED SUGARBERRY TRAIL, THE GARBAGE DUMPSTERS ARE GONE, THERE IS NO
 EK1040'CATTLE GUARD AND THE WITNESS POST IS A SIMPLE T-POST WITH AN ORANGE
 EK1040'RIBBON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0931 ***********************************************************************
 EK0931  DESIGNATION -  HODGENS
 EK0931  PID         -  EK0931
 EK0931  STATE/COUNTY-  OK/LE FLORE
 EK0931  COUNTRY     -  US
 EK0931  USGS QUAD   -  HODGEN (2018)
 EK0931
 EK0931                         *CURRENT SURVEY CONTROL
 EK0931  ______________________________________________________________________
 EK0931* NAD 83(1993) POSITION- 34 50 27.98754(N) 094 37 59.01616(W)   ADJUSTED
 EK0931* NAVD 88 ORTHO HEIGHT -   168.    (meters)      551.    (feet) SCALED
 EK0931  ______________________________________________________________________
 EK0931  GEOID HEIGHT    -        -31.623 (meters)                     GEOID18
 EK0931  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 EK0931  HORZ ORDER      -  THIRD
 EK0931
 EK0931.The horizontal coordinates were established by classical geodetic methods
 EK0931.and adjusted by the National Geodetic Survey in November 1994.
 EK0931
 EK0931.The orthometric height was scaled from a topographic map.
 EK0931
 EK0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0931.GEOID18 height accuracy estimate available here.
 EK0931
 EK0931.Click photographs - Photos may exist for this station.
 EK0931
 EK0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0931
 EK0931. The following values were computed from the NAD 83(1993) position.
 EK0931
 EK0931;                    North         East     Units Scale Factor Converg.
 EK0931;SPC OK S     -   172,383.894   907,881.012   MT  0.99994596   +1 54 40.1
 EK0931;SPC OK S     -   565,562.83  2,978,606.29   sFT  0.99994596   +1 54 40.1
 EK0931;UTM  15      - 3,856,638.604   350,685.999   MT  0.99987479   -0 55 59.3
 EK0931
 EK0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0931!SPC OK S     -   0.99997858  x   0.99994596  =   0.99992454
 EK0931!UTM  15      -   0.99997858  x   0.99987479  =   0.99985337
 EK0931
 EK0931:                Primary Azimuth Mark                     Grid Az
 EK0931:SPC OK S     -  BLUE MTN LOOKOUT TOWER                   258 30 55.0
 EK0931:UTM  15      -  BLUE MTN LOOKOUT TOWER                   261 21 34.4
 EK0931
 EK0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5068556638(NAD 83)
 EK0931
 EK0931|---------------------------------------------------------------------|
 EK0931| PID    Reference Object                     Distance      Geod. Az  |
 EK0931|                                                           dddmmss.s |
 EK0931| CX6476 HODGENS AZ MK                                      1762937.3 |
 EK0931| EK0937 WINDING STAIR MTN LOT               APPROX.15.2 KM 1952226.0 |
 EK0931| CX6478 HODGENS RM 2                         32.439 METERS 22723     |
 EK0931| EK0949 BLUE MTN LOOKOUT TOWER              APPROX.13.0 KM 2602535.1 |
 EK0931| CX6477 HODGENS RM 1                         13.829 METERS 35844     |
 EK0931|---------------------------------------------------------------------|
 EK0931
 EK0931                          SUPERSEDED SURVEY CONTROL
 EK0931
 EK0931  NAD 83(1986)-  34 50 27.98895(N)    094 37 59.00762(W) AD(       ) 3
 EK0931  NAD 27      -  34 50 27.62000(N)    094 37 58.20500(W) AD(       ) 3
 EK0931
 EK0931.Superseded values are not recommended for survey control.
 EK0931
 EK0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0931.See file dsdata.pdf to determine how the superseded data were derived.
 EK0931
 EK0931_MARKER: DS = TRIANGULATION STATION DISK
 EK0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0931_STAMPING: HODGENS 1952
 EK0931_MARK LOGO: CGS
 EK0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0931+STABILITY: SURFACE MOTION
 EK0931
 EK0931  HISTORY     - Date     Condition        Report By
 EK0931  HISTORY     - 1952     MONUMENTED       CGS
 EK0931  HISTORY     - 1959     GOOD             CGS
 EK0931  HISTORY     - 1985     GOOD             LOCSUR
 EK0931
 EK0931                          STATION DESCRIPTION
 EK0931
 EK0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0931'THE STATION IS LOCATED IN THE EDGE OF THE VILLAGE OF HODGENS,
 EK0931'ALONG THE EAST SIDE OF U.S. HIGHWAY 270 AND ACROSS THE HIGHWAY
 EK0931'FROM A GULF SERVICE STATION AND GROCERY STORE.  IT IS 44
 EK0931'FEET EAST OF THE CENTERLINE OF HIGHWAY 270, 28 FEET NORTH
 EK0931'OF THE CENTERLINE OF A SIDE STREET, 16 FEET NORTH OF A FENCE
 EK0931'CORNER AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 EK0931'PROJECTS 4 INCHES AND THE DISK IS STAMPED HODGENS 1952.
 EK0931'
 EK0931'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE CENTERLINE OF
 EK0931'THE HIGHWAY AND 4 FEET WEST OF A RIGHT-OF-WAY FENCE.  THE
 EK0931'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HODGENS NO 1 1952.
 EK0931'
 EK0931'REFERENCE MARK NO. 2 IS 93 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 EK0931'CORNER OF THE GULF SERVICE STATION, 42 FEET WEST OF THE
 EK0931'CENTERLINE OF THE HIGHWAY AND 7.5 FEET SOUTH OF A TELEPHONE
 EK0931'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0931'HODGENS NO 2 1952.
 EK0931'
 EK0931'AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF HIGHWAY
 EK0931'270, 9 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF THE
 EK0931'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 EK0931'DISK IS STAMPED HODGENS 1952.
 EK0931'
 EK0931'TO REACH FROM THE MAIN INTERSECTION IN THE VILLAGE OF HODGENS,
 EK0931'GO SOUTH ON U.S. HIGHWAY 270 FOR 0.15 MILE TO A SERVICE STATION
 EK0931'ON THE RIGHT AND THE STATION ON THE LEFT.
 EK0931'
 EK0931'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 EK0931'HIGHWAY FOR 0.15 MILE TO THE MARK ON THE RIGHT OR WEST SIDE
 EK0931'OF THE ROAD.
 EK0931'
 EK0931'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0931
 EK0931                          STATION RECOVERY (1959)
 EK0931
 EK0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0931'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0931'CONDITION.  THE DESCRIPTION IS ACCURATE EXCEPT THE STATION
 EK0931'ACROSS THE HIGHWAY FROM THE STATION MARK IS A SINCLAIR SERVICE
 EK0931'STATION RATHER THAN A GULF STATION.
 EK0931'
 EK0931'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EK0931
 EK0931                          STATION RECOVERY (1985)
 EK0931
 EK0931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (LWF)
 EK0931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0913 ***********************************************************************
 FJ0913  DESIGNATION -  HOG
 FJ0913  PID         -  FJ0913
 FJ0913  STATE/COUNTY-  OK/OKLAHOMA
 FJ0913  COUNTRY     -  US
 FJ0913  USGS QUAD   -  HARRAH (2018)
 FJ0913
 FJ0913                         *CURRENT SURVEY CONTROL
 FJ0913  ______________________________________________________________________
 FJ0913* NAD 83(1993) POSITION- 35 22 38.55782(N) 097 14 58.66696(W)   ADJUSTED
 FJ0913* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 FJ0913  ______________________________________________________________________
 FJ0913  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 FJ0913  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 FJ0913  HORZ ORDER      -  SECOND
 FJ0913
 FJ0913.The horizontal coordinates were established by classical geodetic methods
 FJ0913.and adjusted by the National Geodetic Survey in November 1994.
 FJ0913
 FJ0913.The orthometric height was scaled from a topographic map.
 FJ0913
 FJ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0913.GEOID18 height accuracy estimate available here.
 FJ0913
 FJ0913.Click photographs - Photos may exist for this station.
 FJ0913
 FJ0913.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0913
 FJ0913. The following values were computed from the NAD 83(1993) position.
 FJ0913
 FJ0913;                    North         East     Units Scale Factor Converg.
 FJ0913;SPC OK N     -    42,135.092   668,185.982   MT  1.00003975   +0 26 34.2
 FJ0913;SPC OK N     -   138,238.21  2,192,206.84   sFT  1.00003975   +0 26 34.2
 FJ0913;SPC OK S     -   226,996.111   668,185.480   MT  1.00003164   +0 25 33.3
 FJ0913;SPC OK S     -   744,736.41  2,192,205.20   sFT  1.00003164   +0 25 33.3
 FJ0913;UTM  14      - 3,916,300.402   658,995.625   MT  0.99991154   +1 00 49.0
 FJ0913
 FJ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0913!SPC OK N     -   0.99994567  x   1.00003975  =   0.99998541
 FJ0913!SPC OK S     -   0.99994567  x   1.00003164  =   0.99997730
 FJ0913!UTM  14      -   0.99994567  x   0.99991154  =   0.99985721
 FJ0913
 FJ0913:                Primary Azimuth Mark                     Grid Az
 FJ0913:SPC OK N     -  HOG AZ MK                                268 53 00.7
 FJ0913:SPC OK S     -  HOG AZ MK                                268 54 01.6
 FJ0913:UTM  14      -  HOG AZ MK                                268 18 45.9
 FJ0913
 FJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5899516300(NAD 83)
 FJ0913
 FJ0913|---------------------------------------------------------------------|
 FJ0913| PID    Reference Object                     Distance      Geod. Az  |
 FJ0913|                                                           dddmmss.s |
 FJ0913| CL5360 HOG RM 1                             22.465 METERS 08824     |
 FJ0913| CL5361 HOG RM 2                             12.351 METERS 16654     |
 FJ0913| FJ0909 STELLA OG AND E TANK                APPROX. 6.6 KM 1743327.5 |
 FJ0913| CL5359 HOG AZ MK                                          2691934.9 |
 FJ0913| FJ0970 OKLA NATURLA GAS CO MICROWAVE       APPROX. 7.3 KM 3350305.4 |
 FJ0913|---------------------------------------------------------------------|
 FJ0913
 FJ0913                          SUPERSEDED SURVEY CONTROL
 FJ0913
 FJ0913  NAD 83(1986)-  35 22 38.56387(N)    097 14 58.64961(W) AD(       ) 2
 FJ0913  NAD 27      -  35 22 38.32868(N)    097 14 57.54062(W) AD(       ) 2
 FJ0913
 FJ0913.Superseded values are not recommended for survey control.
 FJ0913
 FJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0913.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0913
 FJ0913_MARKER: DS = TRIANGULATION STATION DISK
 FJ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0913_STAMPING: HOG 1957
 FJ0913_MARK LOGO: CGS
 FJ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0913+STABILITY: SURFACE MOTION
 FJ0913
 FJ0913  HISTORY     - Date     Condition        Report By
 FJ0913  HISTORY     - 1957     MONUMENTED       CGS
 FJ0913
 FJ0913                          STATION DESCRIPTION
 FJ0913
 FJ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0913'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF MIDWEST CITY,
 FJ0913'ON THE HIGHEST POINT OF A WOODED EAST-WEST RIDGE, IN SECTION
 FJ0913'36, T 11 N, R 1 W., ON LAND OWNED BY MR. LEIGHTON WOOD.
 FJ0913'
 FJ0913'REACHED FROM THE STOP LIGHT AT THE MAIN GATE OF TINKER FIELD
 FJ0913'IN MIDWEST CITY, GO EAST ON STATE HIGHWAY 3 FOR 7.55 MILES
 FJ0913'TO CROSSROADS, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 FJ0913'4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON DIRT
 FJ0913'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 FJ0913'EAST FOR 0.7 MILE TO THE STATION MARK ON THE LEFT.
 FJ0913'
 FJ0913'STATION MARKS ARE STANDARD DISKS, STAMPED HOG 1957, SURFACE
 FJ0913'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ0913'WHICH PROJECTS 6 INCHES.  IT IS 51 FEET WEST OF A TRACK ROAD,
 FJ0913'21 FEET NORTH OF THE CENTER OF A DIRT ROAD, 10 FEET EAST
 FJ0913'OF A 6 INCH OAK TREE AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.
 FJ0913'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT WEST OF
 FJ0913'THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 FJ0913'MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0913'
 FJ0913'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOG NO 1 1957,
 FJ0913'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ0913'PROJECTS 6 INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF
 FJ0913'THE DIRT ROAD, 22 FEET EAST OF THE CENTER OF A TRACK ROAD
 FJ0913'AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.
 FJ0913'
 FJ0913'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOG NO 2 1957,
 FJ0913'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ0913'PROJECTS 6 INCHES.  IT IS 18 FEET SOUTH OF THE CENTER OF
 FJ0913'THE DIRT ROAD, 5 FEET NORTHEAST OF A 12 INCH OAK TREE AND
 FJ0913'1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0913'
 FJ0913'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOG 1957, SET IN
 FJ0913'THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ0913'6 INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF THE DIRT
 FJ0913'ROAD, 9 FEET EAST OF A 8 INCH OAK TREE AND 1 FOOT NORTH
 FJ0913'OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST
 FJ0913'WAS SET 1 FOOT WEST OF THE MARK.
 FJ0913'
 FJ0913'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0668 ***********************************************************************
 GH0668  DESIGNATION -  HOHUM
 GH0668  PID         -  GH0668
 GH0668  STATE/COUNTY-  OK/OSAGE
 GH0668  COUNTRY     -  US
 GH0668  USGS QUAD   -  PONCA CITY (2018)
 GH0668
 GH0668                         *CURRENT SURVEY CONTROL
 GH0668  ______________________________________________________________________
 GH0668* NAD 83(1997) POSITION- 36 39 06.91375(N) 097 00 20.95128(W)   ADJUSTED
 GH0668* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 GH0668  ______________________________________________________________________
 GH0668  GEOID HEIGHT    -        -28.828 (meters)                     GEOID18
 GH0668  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 GH0668  HORZ ORDER      -  SECOND
 GH0668
 GH0668.The horizontal coordinates were established by classical geodetic methods
 GH0668.and adjusted by the National Geodetic Survey in October 1998.
 GH0668
 GH0668.The orthometric height was scaled from a topographic map.
 GH0668
 GH0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0668.GEOID18 height accuracy estimate available here.
 GH0668
 GH0668.Click photographs - Photos may exist for this station.
 GH0668
 GH0668.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0668
 GH0668. The following values were computed from the NAD 83(1997) position.
 GH0668
 GH0668;                    North         East     Units Scale Factor Converg.
 GH0668;SPC OK N     -   183,744.821   688,892.150   MT  0.99998108   +0 35 12.2
 GH0668;SPC OK N     -   602,836.13  2,260,140.33   sFT  0.99998108   +0 35 12.2
 GH0668;UTM  14      - 4,058,112.089   678,250.264   MT  0.99999146   +1 11 26.7
 GH0668
 GH0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0668!SPC OK N     -   0.99995115  x   0.99998108  =   0.99993223
 GH0668!UTM  14      -   0.99995115  x   0.99999146  =   0.99994261
 GH0668
 GH0668:                Primary Azimuth Mark                     Grid Az
 GH0668:SPC OK N     -  ATT MAST 8 MI SE PONCA CITY              088 04 12.0
 GH0668:UTM  14      -  ATT MAST 8 MI SE PONCA CITY              087 27 57.5
 GH0668
 GH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7825058112(NAD 83)
 GH0668
 GH0668|---------------------------------------------------------------------|
 GH0668| PID    Reference Object                     Distance      Geod. Az  |
 GH0668|                                                           dddmmss.s |
 GH0668| CL5362 HOHUM RM 1                           16.605 METERS 01501     |
 GH0668| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX. 4.9 KM 0883924.2 |
 GH0668| CL5363 HOHUM RM 2                           19.744 METERS 25808     |
 GH0668| GH0661 PONCA CITY CONTL PL MICROWAVE       APPROX. 8.8 KM 3002039.8 |
 GH0668| GH0663 PONCA CITY CITIES SERV OIL STK      APPROX. 8.4 KM 3021705.7 |
 GH0668| GH0669 PONCA CITY MUNICIPAL TANK           APPROX. 9.9 KM 3131224.7 |
 GH0668| GH0665 PONCA CITY PRESBYTERIAN CHURCH      APPROX. 7.9 KM 3170048.5 |
 GH0668| GH0659 PONCA CITY HOSPITAL STACK           APPROX. 9.9 KM 3251203.3 |
 GH0668| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX. 9.6 KM 3483557.1 |
 GH0668|---------------------------------------------------------------------|
 GH0668
 GH0668                          SUPERSEDED SURVEY CONTROL
 GH0668
 GH0668  NAD 83(1993)-  36 39 06.91410(N)    097 00 20.95086(W) AD(       ) 2
 GH0668  NAD 83(1986)-  36 39 06.92559(N)    097 00 20.93899(W) AD(       ) 2
 GH0668  NAD 27      -  36 39 06.78303(N)    097 00 19.80489(W) AD(       ) 2
 GH0668
 GH0668.Superseded values are not recommended for survey control.
 GH0668
 GH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0668.See file dsdata.pdf to determine how the superseded data were derived.
 GH0668
 GH0668_MARKER: DS = TRIANGULATION STATION DISK
 GH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0668_STAMPING: HOHUM 1963
 GH0668_MARK LOGO: CGS
 GH0668_PROJECTION: RECESSED 41 CENTIMETERS
 GH0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0668+STABILITY: SURFACE MOTION
 GH0668
 GH0668  HISTORY     - Date     Condition        Report By
 GH0668  HISTORY     - 1963     MONUMENTED       CGS
 GH0668  HISTORY     - 1972     GOOD             OKDH
 GH0668
 GH0668                          STATION DESCRIPTION
 GH0668
 GH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0668'THE STATION IS ABOUT 4 MILES SOUTH AND 4 MILES EAST OF PONCA
 GH0668'CITY, ON LAND OWNED BY ALICE DAVIS WHO LIVES 0.5 MILE WEST
 GH0668'OF THE STATION.
 GH0668'
 GH0668'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 77
 GH0668'AND STATE HIGHWAY 11 AT THE SOUTHEAST PART OF PONCA CITY,
 GH0668'GO EAST ON U.S. HIGHWAY 60 FOR 3.25 MILES TO A GRAVELED SIDE ROAD
 GH0668'ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.5 MILES TO THE
 GH0668'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.45 MILE TO
 GH0668'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.5 MILE TO
 GH0668'THE TOP OF A RISE AND THE STATION ON THE LEFT.
 GH0668'
 GH0668'THE STATION MARK IS A STANDARD DISK, STAMPED HOHUM 1963,
 GH0668'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST 16 INCHES BELOW
 GH0668'THE GROUND SURFACE.  IT IS 41.3 FEET NORTH OF THE CENTERLINE
 GH0668'OF THE ROAD, 20.9 FEET NORTHWEST OF AN IRON FENCE POST FORMING
 GH0668'A T-JUNCTION OF FENCE LINES, 14.5 FEET WEST OF A NORTH-SOUTH
 GH0668'FENCE, 14.9 FEET NORTH OF AN EAST-WEST FENCE, 56.6 FEET
 GH0668'SOUTH-SOUTHWEST OF A WITNESS POST AND 66.9 FEET EAST-NORTH-EAST
 GH0668'OF ANOTHER WITNESS POST.
 GH0668'
 GH0668'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOHUM NO 1 1963,
 GH0668'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0668'THE GROUND.  IT IS 92.3 FEET NORTH OF THE CENTERLINE OF THE
 GH0668'ROAD, 1.5 FEET WEST OF THE NORTH-SOUTH FENCE, 67.8 FEET NORTH OF
 GH0668'THE EAST-WEST FENCE, 2 FEET SOUTHWEST OF A WITNESS POST AND
 GH0668'ABOUT 1 FOOT LOWER THAN THE STATION.
 GH0668'
 GH0668'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOHUM NO 2 1963,
 GH0668'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0668'THE GROUND.  IT IS 26.9 FEET NORTH OF THE CENTERLINE OF THE
 GH0668'ROAD, 1 FOOT NORTH OF THE EAST-WEST FENCE, 2 FEET EAST OF A
 GH0668'WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GH0668'
 GH0668'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOHUM 1963, SET
 GH0668'IN THE TOP OF 12 BY 12 INCH CONCRETE POST PROJECTING 4 INCHES.
 GH0668'IT IS 2 FEET NORTHEAST OF A WITNESS POST, 2 FEET SOUTHEAST OF AN
 GH0668'IRON FENCE CORNER POST, 23.4 FEET EAST OF THE CENTERLINE OF THE
 GH0668'MAIN ROAD AND 14.0 FEET NORTH OF THE CENTERLINE OF A SIDE
 GH0668'ROAD LEADING EAST TO SEVERAL OIL STORAGE TANKS.
 GH0668
 GH0668                          STATION RECOVERY (1972)
 GH0668
 GH0668'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1972 (RNS)
 GH0668'HOHUM WAS RECOVERED IN GOOD CONDITION.
 GH0668'
 GH0668'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GH0668'
 GH0668'R. M. 1 RECOVERED IN GOOD CONDITION.
 GH0668'
 GH0668'R. M. 2 RECOVERED IN GOOD CONDITION.
 GH0668'
 GH0668'STATION, AZIMUTH, R. M. 1 AND R. M. 2 WERE FOUND WITHOUT DIFFICULTY
 GH0668'USING THE PUBLISHED DESCRIPTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1189 ***********************************************************************
 FJ1189  DESIGNATION -  HOLDEN
 FJ1189  PID         -  FJ1189
 FJ1189  STATE/COUNTY-  OK/HUGHES
 FJ1189  COUNTRY     -  US
 FJ1189  USGS QUAD   -  HOLDENVILLE (2018)
 FJ1189
 FJ1189                         *CURRENT SURVEY CONTROL
 FJ1189  ______________________________________________________________________
 FJ1189* NAD 83(1993) POSITION- 35 05 10.30195(N) 096 25 51.13535(W)   ADJUSTED
 FJ1189* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 FJ1189  ______________________________________________________________________
 FJ1189  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 FJ1189  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 FJ1189  HORZ ORDER      -  FIRST
 FJ1189
 FJ1189.The horizontal coordinates were established by classical geodetic methods
 FJ1189.and adjusted by the National Geodetic Survey in November 1994.
 FJ1189
 FJ1189.The orthometric height was scaled from a topographic map.
 FJ1189
 FJ1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1189.GEOID18 height accuracy estimate available here.
 FJ1189
 FJ1189.Click photographs - Photos may exist for this station.
 FJ1189
 FJ1189.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1189
 FJ1189. The following values were computed from the NAD 83(1993) position.
 FJ1189
 FJ1189;                    North         East     Units Scale Factor Converg.
 FJ1189;SPC OK S     -   195,549.627   743,083.097   MT  0.99997423   +0 53 26.4
 FJ1189;SPC OK S     -   641,565.73  2,437,931.79   sFT  0.99997423   +0 53 26.4
 FJ1189;UTM  14      - 3,885,621.421   734,218.015   MT  1.00027614   +1 28 38.7
 FJ1189
 FJ1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1189!SPC OK S     -   0.99996008  x   0.99997423  =   0.99993431
 FJ1189!UTM  14      -   0.99996008  x   1.00027614  =   1.00023621
 FJ1189
 FJ1189:                Primary Azimuth Mark                     Grid Az
 FJ1189:SPC OK S     -  HAWKINS                                  174 07 37.1
 FJ1189:UTM  14      -  HAWKINS                                  173 32 24.8
 FJ1189
 FJ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3421885621(NAD 83)
 FJ1189
 FJ1189|---------------------------------------------------------------------|
 FJ1189| PID    Reference Object                     Distance      Geod. Az  |
 FJ1189|                                                           dddmmss.s |
 FJ1189| CI1641 HOLDEN AZ MK                                       0872353.5 |
 FJ1189| CI1642 HOLDEN RM 1                          47.725 METERS 14506     |
 FJ1189| EL0719 HAWKINS                             APPROX.16.0 KM 1750103.5 |
 FJ1189| CI1643 HOLDEN RM 2                          25.782 METERS 25832     |
 FJ1189| FJ1191 WEWOKA MUNICIPAL TANK               APPROX. 9.1 KM 3200825.6 |
 FJ1189| CI1644 HOLDEN RM 3                          30.690 METERS 35241     |
 FJ1189|---------------------------------------------------------------------|
 FJ1189
 FJ1189                          SUPERSEDED SURVEY CONTROL
 FJ1189
 FJ1189  NAD 83(1986)-  35 05 10.30090(N)    096 25 51.12090(W) AD(       ) 1
 FJ1189  NAD 27      -  35 05 10.01800(N)    096 25 50.07400(W) AD(       ) 1
 FJ1189
 FJ1189.Superseded values are not recommended for survey control.
 FJ1189
 FJ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1189.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1189
 FJ1189_MARKER: DS = TRIANGULATION STATION DISK
 FJ1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1189_STAMPING: HOLDEN 1935
 FJ1189_MARK LOGO: CGS
 FJ1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1189+STABILITY: SURFACE MOTION
 FJ1189
 FJ1189  HISTORY     - Date     Condition        Report By
 FJ1189  HISTORY     - 1935     MONUMENTED       CGS
 FJ1189  HISTORY     - 1951     GOOD             CGS
 FJ1189  HISTORY     - 1970     GOOD             OKDH
 FJ1189  HISTORY     - 1970     GOOD             NGS
 FJ1189
 FJ1189                          STATION DESCRIPTION
 FJ1189
 FJ1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1189'STATION IS LOCATED IN T. 7 N., R. 8 E., NORTHEAST QUARTER OF
 FJ1189'SECTION 14, ABOUT 2.0 MILES WEST OF HOLDENVILLE, ON THE HILL ON
 FJ1189'WHICH THE CITY WATER TANK STANDS.  MARK
 FJ1189'PROJECTS 6 INCHES.
 FJ1189'
 FJ1189'REACHED FROM THE POST OFFICE IN WEWOKA BY GOING SOUTH FOR
 FJ1189'0.8 MILE, TURN RIGHT AND GO 0.1 MILE WEST TO U.S. HIGHWAY
 FJ1189'270, TURN LEFT AND GO 4.0 MILES SOUTH TO JUNCTION WITH HIGHWAY
 FJ1189'65, TURN LEFT AND CONTINUE ON HIGHWAY 270 FOR 3.0 MILES EAST
 FJ1189'TO WHERE HIGHWAY 270 TURNS RIGHT (SOUTH), CONTINUE STRAIGHT AHEAD
 FJ1189'ON DIRT ROAD FOR 0.65 MILE TO TANK, PASS THROUGH GATE AND
 FJ1189'KEEPING TO RIGHT OF TANK, GO 0.1 MILE SOUTHEAST TO STATION IN
 FJ1189'GROVE OF OAK TREES, 98 FEET SOUTHEAST OF EDGE OF WATER TANK.
 FJ1189'
 FJ1189'REFERENCE MARK NO. 1 IS SOUTH OF STATION, SET IN BEDROCK,
 FJ1189'NO. 2 IS WEST OF STATION, SET IN BEDROCK, AND NO. 3 IS NORTH
 FJ1189'OF STATION, SET IN BEDROCK.
 FJ1189'
 FJ1189'AZIMUTH MARK IS 0.9 MILE EAST OF STATION.  REACHED
 FJ1189'FROM GATE AT STATION BY GOING EAST ON DIRT ROAD FOR 0.95
 FJ1189'MILE TO MARK ON LEFT, 200 FEET EAST OF T-ROAD, AND IN RIGHT-OF-WAY
 FJ1189'FENCE WHICH IS 22 FEET NORTH OF CENTER LINE OF ROAD.  MARK
 FJ1189'PROJECTS 6 INCHES ABOVE GROUND.
 FJ1189'
 FJ1189'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1189
 FJ1189                          STATION RECOVERY (1951)
 FJ1189
 FJ1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 FJ1189'THE STATION WAS RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 FJ1189
 FJ1189                          STATION RECOVERY (1970)
 FJ1189
 FJ1189'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (DW)
 FJ1189'HOLDEN 1935 - GOOD
 FJ1189'
 FJ1189'HOLDEN STATION ADEQUATELY DESCRIBED.
 FJ1189'
 FJ1189'HOLDEN AZIMUTH MARK NOT FOUND.  A THOROUGH SEARCH WAS MADE.
 FJ1189'MARK IS IN HOLDENVILLE AIRPORT GROUNDS AND MANAGER SAYS IT
 FJ1189'WAS DESTROYED DURING AIRPORT CONSTRUCTION.
 FJ1189
 FJ1189                          STATION RECOVERY (1970)
 FJ1189
 FJ1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1189'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FJ1189'AND REFERENCE MARK NO. 3 WERE RECOVERED AS DESCRIBED AND FOUND IN
 FJ1189'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 FJ1189'FOUND AND WAS PROBABLY DESTROYED BY AIRPORT CONSTRUCTION.
 FJ1189'NO VISIBLE OBJECTS FROM THE STATION SO A NEW AZIMUTH MARK WAS
 FJ1189'NOT SET.  THE OLD WATER TANK AT THE STATION SITE HAS BEEN
 FJ1189'REMOVED BUT OLD STEEL LEGS STILL REMAIN.  A NEW STORAGE WATER
 FJ1189'TANK HAS BEEN WEST OF THE STATION.
 FJ1189'
 FJ1189'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 AND
 FJ1189'STATE HIGHWAY 56 AT THE SOUTH SIDE OF WEWOKA, GO SOUTH ON
 FJ1189'STATE HIGHWAY 56 FOR 2.75 MILES TO A ROAD FORK.  TURN LEFT AND
 FJ1189'GO EAST ON OLD U.S. HIGHWAY 270 FOR 3.0 MILES TO A ROAD FORK.
 FJ1189'CONTINUE EAST ON A GRAVELED ROAD FOR 0.65 MILE TO A LARGE WATER
 FJ1189'STORAGE TANK AND THE STATION.
 FJ1189'
 FJ1189'THE STATION IS 100 FEET EAST OF THE LARGE WATER TANK AND
 FJ1189'1 FOOT SOUTH OF A METAL WITNESS POST.
 FJ1189'
 FJ1189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2
 FJ1189'MILES WEST OF HOLDENVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0060 ***********************************************************************
 FJ0060  DESIGNATION -  HOLDENVILLE
 FJ0060  PID         -  FJ0060
 FJ0060  STATE/COUNTY-  OK/HUGHES
 FJ0060  COUNTRY     -  US
 FJ0060  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0060
 FJ0060                         *CURRENT SURVEY CONTROL
 FJ0060  ______________________________________________________________________
 FJ0060* NAD 83(1986) POSITION- 35 05 01.     (N) 096 23 49.     (W)   SCALED
 FJ0060* NAVD 88 ORTHO HEIGHT -   275.567 (meters)      904.09  (feet) ADJUSTED
 FJ0060  ______________________________________________________________________
 FJ0060  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 FJ0060  DYNAMIC HEIGHT  -        275.299 (meters)      903.21  (feet) COMP
 FJ0060  MODELED GRAVITY -    979,657.0   (mgal)                       NAVD 88
 FJ0060
 FJ0060  VERT ORDER      -  SECOND    CLASS 0
 FJ0060
 FJ0060.The horizontal coordinates were scaled from a map and have
 FJ0060.an estimated accuracy of +/- 6 seconds.
 FJ0060
 FJ0060.The orthometric height was determined by differential leveling and
 FJ0060.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0060.in June 1991.
 FJ0060
 FJ0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0060.GEOID18 height accuracy estimate available here.
 FJ0060
 FJ0060.Click photographs - Photos may exist for this station.
 FJ0060
 FJ0060.The dynamic height is computed by dividing the NAVD 88
 FJ0060.geopotential number by the normal gravity value computed on the
 FJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0060.degrees latitude (g = 980.6199 gals.).
 FJ0060
 FJ0060.The modeled gravity was interpolated from observed gravity values.
 FJ0060
 FJ0060;                    North         East    Units  Estimated Accuracy
 FJ0060;SPC OK S     -   195,310.      746,180.      MT  (+/- 180 meters Scaled)
 FJ0060
 FJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD373854(NAD 83)
 FJ0060
 FJ0060                          SUPERSEDED SURVEY CONTROL
 FJ0060
 FJ0060  NGVD 29 (??/??/92)  275.450  (m)          903.71   (f) ADJ UNCH    2 0
 FJ0060
 FJ0060.Superseded values are not recommended for survey control.
 FJ0060
 FJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0060.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0060
 FJ0060_MARKER: DB = BENCH MARK DISK
 FJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0060_STAMPING: HOLDENVILLE 1934
 FJ0060_MARK LOGO: CGS
 FJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0060+STABILITY: SURFACE MOTION
 FJ0060
 FJ0060  HISTORY     - Date     Condition        Report By
 FJ0060  HISTORY     - 1934     MONUMENTED       CGS
 FJ0060  HISTORY     - 1969     GOOD             CGS
 FJ0060  HISTORY     - 20220912 MARK NOT FOUND   OKDOT
 FJ0060
 FJ0060                          STATION DESCRIPTION
 FJ0060
 FJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0060'AT HOLDENVILLE.
 FJ0060'AT HOLDENVILLE AT THE SOUTHEAST CORNER OF NINTH AND OAK STREETS.
 FJ0060'NORTHWEST OF THE NEW CITY LIBRARY.
 FJ0060
 FJ0060                          STATION RECOVERY (1969)
 FJ0060
 FJ0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0060'RECOVERED IN GOOD CONDITION.
 FJ0060
 FJ0060                          STATION RECOVERY (2022)
 FJ0060
 FJ0060'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1337 ***********************************************************************
 FJ1337  FBN         -  This is a Federal Base Network Control Station.
 FJ1337  DESIGNATION -  HOLDPORT
 FJ1337  PID         -  FJ1337
 FJ1337  STATE/COUNTY-  OK/HUGHES
 FJ1337  COUNTRY     -  US
 FJ1337  USGS QUAD   -  HOLDENVILLE (2018)
 FJ1337
 FJ1337                         *CURRENT SURVEY CONTROL
 FJ1337  ______________________________________________________________________
 FJ1337* NAD 83(2011) POSITION- 35 05 06.21179(N) 096 24 55.89730(W)   ADJUSTED
 FJ1337* NAD 83(2011) ELLIP HT-   232.912 (meters)        (06/27/12)   ADJUSTED
 FJ1337* NAD 83(2011) EPOCH   -  2010.00
 FJ1337* NAVD 88 ORTHO HEIGHT -   260.7   (meters)      855.    (feet) GPS OBS
 FJ1337  ______________________________________________________________________
 FJ1337  NAVD 88 orthometric height was determined with geoid model    GEOID99
 FJ1337  GEOID HEIGHT    -        -27.745 (meters)                     GEOID99
 FJ1337  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 FJ1337  NAD 83(2011) X  -   -583,854.537 (meters)                     COMP
 FJ1337  NAD 83(2011) Y  - -5,192,477.222 (meters)                     COMP
 FJ1337  NAD 83(2011) Z  -  3,645,726.727 (meters)                     COMP
 FJ1337  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 FJ1337
 FJ1337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1337  Standards:
 FJ1337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1337  -------------------------------------------------------------------
 FJ1337  NETWORK    0.21   0.43           0.09   0.08   0.22     -0.01642228
 FJ1337  -------------------------------------------------------------------
 FJ1337  Click here for local accuracies and other accuracy information.
 FJ1337
 FJ1337.This mark is at Holdenville Airport (F99)
 FJ1337
 FJ1337.The horizontal coordinates were established by GPS observations
 FJ1337.and adjusted by the National Geodetic Survey in June 2012.
 FJ1337
 FJ1337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1337.been affixed to the stable North American tectonic plate. See 
 FJ1337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1337
 FJ1337.The horizontal coordinates are valid at the epoch date displayed above
 FJ1337.which is a decimal equivalence of Year/Month/Day.
 FJ1337
 FJ1337.The orthometric height was determined by GPS observations and a
 FJ1337.high-resolution geoid model.
 FJ1337
 FJ1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1337.GEOID18 height accuracy estimate available here.
 FJ1337
 FJ1337.Click photographs - Photos may exist for this station.
 FJ1337
 FJ1337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1337
 FJ1337.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1337
 FJ1337.The ellipsoidal height was determined by GPS observations
 FJ1337.and is referenced to NAD 83.
 FJ1337
 FJ1337. The following values were computed from the NAD 83(2011) position.
 FJ1337
 FJ1337;                    North         East     Units Scale Factor Converg.
 FJ1337;SPC OK S     -   195,445.455   744,484.115   MT  0.99997405   +0 53 57.7
 FJ1337;SPC OK S     -   641,223.96  2,442,528.30   sFT  0.99997405   +0 53 57.7
 FJ1337;UTM  14      - 3,885,531.575   735,620.455   MT  1.00028426   +1 29 10.4
 FJ1337
 FJ1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1337!SPC OK S     -   0.99996344  x   0.99997405  =   0.99993749
 FJ1337!UTM  14      -   0.99996344  x   1.00028426  =   1.00024769
 FJ1337
 FJ1337:                Primary Azimuth Mark                     Grid Az
 FJ1337:SPC OK S     -  HOLDPORT AZ MK                           358 57 24.9
 FJ1337:UTM  14      -  HOLDPORT AZ MK                           358 22 12.2
 FJ1337
 FJ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3562085531(NAD 83)
 FJ1337
 FJ1337|---------------------------------------------------------------------|
 FJ1337| PID    Reference Object                     Distance      Geod. Az  |
 FJ1337|                                                           dddmmss.s |
 FJ1337| FJ1338 HOLDPORT AZ MK                      APPROX. 0.5 KM 3595122.6 |
 FJ1337|---------------------------------------------------------------------|
 FJ1337
 FJ1337                          SUPERSEDED SURVEY CONTROL
 FJ1337
 FJ1337  NAD 83(2007)-  35 05 06.21168(N)    096 24 55.89781(W) AD(2002.00) 0
 FJ1337  ELLIP H (02/10/07)  232.929  (m)                       GP(2002.00)    
 FJ1337  NAD 83(1993)-  35 05 06.21163(N)    096 24 55.89805(W) AD(       ) A
 FJ1337  ELLIP H (06/09/00)  232.931  (m)                       GP(       ) 2 2
 FJ1337  NAD 83(1993)-  35 05 06.21763(N)    096 24 55.90259(W) AD(       ) 2
 FJ1337  ELLIP H (11/28/94)  234.096  (m)                       GP(       ) 5 1
 FJ1337  NAD 83(1986)-  35 05 06.22466(N)    096 24 55.89252(W) AD(       ) 2
 FJ1337  NGVD 29 (11/30/89)  261.0    (m)  RAPSU86  model used  GPS OBS        
 FJ1337
 FJ1337.Superseded values are not recommended for survey control.
 FJ1337
 FJ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1337.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1337
 FJ1337_MARKER: I = METAL ROD
 FJ1337_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1337_STAMPING: HOLDPORT 1989
 FJ1337_MARK LOGO: NGS
 FJ1337_PROJECTION: FLUSH
 FJ1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1337+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 FJ1337_ROD/PIPE-DEPTH: 4.6 meters
 FJ1337_SLEEVE-DEPTH  : 1.0 meters
 FJ1337
 FJ1337  HISTORY     - Date     Condition        Report By
 FJ1337  HISTORY     - 1989     MONUMENTED       NGS
 FJ1337  HISTORY     - 19990819 GOOD             NGS
 FJ1337  HISTORY     - 20060801 GOOD             AIRDAT
 FJ1337
 FJ1337                          STATION DESCRIPTION
 FJ1337
 FJ1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1337'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF HOLDENVILLE, AT
 FJ1337'THE HOLDENVILLE MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF THE
 FJ1337'NORTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 17-35 AND A
 FJ1337'PARALLEL TAXIWAY.  OWNERSHIP--CITY OF HOLDENVILLE, C/O AIRPORT MANAGER
 FJ1337'LARRY LAU, P.O. BOX 1036, HOLDENVILLE OK 74848.  PHONE (405) 379-3371.
 FJ1337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1337'HIGHWAY 48, 1.5 KM (0.95 MI) NORTH OF HOLDENVILLE, GO SOUTHERLY FOR
 FJ1337'1.2 KM (0.75 MI) ON HIGHWAY 48 TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 FJ1337'GO SOUTHWEST FOR 0.3 KM (0.20 MI) ON SOUTH PINE STREET TO A CROSSROAD.
 FJ1337'CONTINUE SOUTHWEST FOR 40 METERS ON A PAVED ROAD TO A T-JUNCTION.
 FJ1337'TURN RIGHT AND GO NORTHWEST FOR 0.5 KM (0.30 MI) ON THE AIRPORT
 FJ1337'ENTRANCE ROAD TO A THREE WAY SPLIT IN THE ROAD AND THE AIRPORT OFFICE
 FJ1337'STRAIGHT AHEAD.  BEAR LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON A
 FJ1337'GRAVEL ROAD, PASSING THROUGH A GATE, AND ACROSS AN APRON TO A PARALLEL
 FJ1337'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 1.0 KM (0.60 MI) TO THE STATION
 FJ1337'ON THE RIGHT JUST BEFORE REACHING RUNWAY 13-31.
 FJ1337'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1337'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.6 METERS IN A GREASE
 FJ1337'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1337'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED 16.0
 FJ1337'M (52.5 FT) NORTHWEST FROM THE CENTER OF THE CURVED JUNCTION OF
 FJ1337'RUNWAYS 17-35 AND 13-31, 10.9 M (35.8 FT) WEST FROM THE WEST EDGE OF
 FJ1337'RUNWAY 17-35, AND 10.7 M (35.1 FT) NORTHEAST FROM THE NORTHEAST EDGE
 FJ1337'OF RUNWAY 13-31.
 FJ1337'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1337
 FJ1337                          STATION RECOVERY (1999)
 FJ1337
 FJ1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FJ1337'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF HOLDENVILLE, AT THE
 FJ1337'HOLDENVILLE MUNICIPAL AIRPORT, ABOUT 0.08 KM (0.05 MI) SOUTH OF THE
 FJ1337'APRON AND ON THE WEST SIDE OF THE TAXIWAY AT ITS JUNCTION WITH RUNWAY
 FJ1337'13/31.  OWNERSHIP--CITY OF HOLDENVILLE.  NOTE-CONTACT AIRPORT MANAGER,
 FJ1337'MR. LARRY LAU, PHONE 405-379-3371 OR AIRPORT PHONE 379-9044, ONE DAY
 FJ1337'IN ADVANCE BEFORE OCCUPYING THIS STATION. HOLDENVILLE CITY HALL PHONE
 FJ1337'379-3397.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 270
 FJ1337'AND STATE HIGHWAY 48, LOCATED ABOUT 1.61 KM (1.00 MI) NORTH OF
 FJ1337'HOLDENVILLE, GO SOUTH ON HIGHWAY 48 FOR 1.22 KM (0.75 MI) TO THE
 FJ1337'INTERSECTION OF PINE STREET.  TURN RIGHT, WEST ON PINE STREET FOR 0.32
 FJ1337'KM (0.20 MI) TO THE T-JUNCTION OF FIFTH STREET. TURN RIGHT,
 FJ1337'NORTHWESTERLY ON FIFTH STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF
 FJ1337'AIRPORT ROAD ON THE RIGHT AND AIRPORT LANE STRAIGHT AHEAD.  CONTINUE
 FJ1337'AHEAD, NORTHWEST FOR 0.24 KM (0.15 MI) TO A PAVED CIRCULAR DRIVE
 FJ1337'LEADING TO THE AIRPORT OFFICE AND A GRAVEL ROAD LEFT LEADING WEST TO
 FJ1337'THE APRON.  BEAR LEFT, WEST ON THE GRAVEL ROAD TO THE APRON.  CONTINUE
 FJ1337'AHEAD, WEST ACROSS THE APRON TO THE TAXIWAY.  TURN LEFT, SOUTH ON THE
 FJ1337'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE NORTH SIDE OF RUNWAY 13/31 AND
 FJ1337'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 FJ1337'STAINLESS STEEL ROD IN A GREASE-FILLED PVC SLEEVE, ENCASED IN A 13 CM
 FJ1337'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE
 FJ1337'GROUND.  LOCATED 18.6 M (61.0 FT) WEST OF THE CENTER OF THE TAXIWAY,
 FJ1337'10.67 M (35.01 FT) NORTH OF THE NORTH EDGE OF RUNWAY 13/31 AND 0.22 M
 FJ1337'(0.72 FT) EAST OF A SHORT FIBERGLASS WITNESS POST.  NOTE--THIS STATION
 FJ1337'WAS USED AS A CTCORS.
 FJ1337
 FJ1337                          STATION RECOVERY (2006)
 FJ1337
 FJ1337'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ1337'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1338 ***********************************************************************
 FJ1338  DESIGNATION -  HOLDPORT AZ MK
 FJ1338  PID         -  FJ1338
 FJ1338  STATE/COUNTY-  OK/HUGHES
 FJ1338  COUNTRY     -  US
 FJ1338  USGS QUAD   -  HOLDENVILLE (2018)
 FJ1338
 FJ1338                         *CURRENT SURVEY CONTROL
 FJ1338  ______________________________________________________________________
 FJ1338* NAD 83(1993) POSITION- 35 05 23.54793(N) 096 24 55.95418(W)   ADJUSTED
 FJ1338* NAD 83(1993) ELLIP HT-   234.537 (meters)        (11/28/94)   ADJUSTED
 FJ1338* NAVD 88 ORTHO HEIGHT -   261.9   (meters)      859.    (feet) VERTCON3
 FJ1338  ______________________________________________________________________
 FJ1338  GEOID HEIGHT    -        -27.844 (meters)                     GEOID18
 FJ1338  NAD 83(1993) X  -   -583,821.801 (meters)                     COMP
 FJ1338  NAD 83(1993) Y  - -5,192,173.192 (meters)                     COMP
 FJ1338  NAD 83(1993) Z  -  3,646,164.843 (meters)                     COMP
 FJ1338  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC18
 FJ1338  HORZ ORDER      -  SECOND
 FJ1338  ELLP ORDER      -  FIFTH     CLASS I
 FJ1338
 FJ1338.This mark is at Holdenville Airport (F99)
 FJ1338
 FJ1338.The horizontal coordinates were established by GPS observations
 FJ1338.and adjusted by the National Geodetic Survey in November 1994.
 FJ1338
 FJ1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1338
 FJ1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1338.GEOID18 height accuracy estimate available here.
 FJ1338
 FJ1338.Click photographs - Photos may exist for this station.
 FJ1338
 FJ1338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1338
 FJ1338.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1338
 FJ1338.The ellipsoidal height was determined by GPS observations
 FJ1338.and is referenced to NAD 83.
 FJ1338
 FJ1338. The following values were computed from the NAD 83(1993) position.
 FJ1338
 FJ1338;                    North         East     Units Scale Factor Converg.
 FJ1338;SPC OK S     -   195,979.605   744,474.289   MT  0.99997479   +0 53 57.7
 FJ1338;SPC OK S     -   642,976.42  2,442,496.06   sFT  0.99997479   +0 53 57.7
 FJ1338;UTM  14      - 3,886,065.762   735,605.153   MT  1.00028417   +1 29 11.0
 FJ1338
 FJ1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1338!SPC OK S     -   0.99996319  x   0.99997479  =   0.99993798
 FJ1338!UTM  14      -   0.99996319  x   1.00028417  =   1.00024735
 FJ1338
 FJ1338:                Primary Azimuth Mark                     Grid Az
 FJ1338:SPC OK S     -  HOLDPORT                                 178 57 24.9
 FJ1338:UTM  14      -  HOLDPORT                                 178 22 11.6
 FJ1338
 FJ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3560586065(NAD 83)
 FJ1338
 FJ1338|---------------------------------------------------------------------|
 FJ1338| PID    Reference Object                     Distance      Geod. Az  |
 FJ1338|                                                           dddmmss.s |
 FJ1338| FJ1337 HOLDPORT                            APPROX. 0.5 KM 1795122.6 |
 FJ1338|---------------------------------------------------------------------|
 FJ1338
 FJ1338                          SUPERSEDED SURVEY CONTROL
 FJ1338
 FJ1338  NAD 83(1986)-  35 05 23.55547(N)    096 24 55.94541(W) AD(       ) 2
 FJ1338  NGVD 29 (11/30/89)  261.8    (m)  RAPSU86  model used  GPS OBS        
 FJ1338
 FJ1338.Superseded values are not recommended for survey control.
 FJ1338
 FJ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1338.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1338
 FJ1338_MARKER: I = METAL ROD
 FJ1338_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1338_STAMPING: HOLDPORT AZ MK 1989
 FJ1338_MARK LOGO: NGS
 FJ1338_PROJECTION: FLUSH
 FJ1338_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1338+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1338_ROD/PIPE-DEPTH: 6.0 meters
 FJ1338_SLEEVE-DEPTH  : 1.0 meters
 FJ1338
 FJ1338  HISTORY     - Date     Condition        Report By
 FJ1338  HISTORY     - 1989     MONUMENTED       NGS
 FJ1338
 FJ1338                          STATION DESCRIPTION
 FJ1338
 FJ1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1338'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF HOLDENVILLE, AT
 FJ1338'THE HOLDENVILLE MUNICIPAL AIRPORT, IN THE NORTHEAST CORNER OF THE
 FJ1338'NORTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 17-35 AND A
 FJ1338'PARALLEL TAXIWAY.  OWNERSHIP--CITY OF HOLDENVILLE, C/O AIRPORT MANAGER
 FJ1338'LARRY LAU, P.O. BOX 1036, HOLDENVILLE OK 74848.  PHONE (405) 379-3371.
 FJ1338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1338'HIGHWAY 48, 1.5 KM (0.95 MI) NORTH OF HOLDENVILLE, GO SOUTHERLY FOR
 FJ1338'1.2 KM (0.75 MI) ON HIGHWAY 48 TO A PAVED ROAD RIGHT. TURN RIGHT AND
 FJ1338'GO SOUTHWEST FOR 0.3 KM (0.20 MI) ON SOUTH PINE STREET TO A CROSSROAD.
 FJ1338'CONTINUE SOUTHWEST FOR 40 METERS ON A PAVED ROAD TO A T-JUNCTION.
 FJ1338'TURN RIGHT AND GO NORTHWEST FOR 0.5 KM (0.30 MI) ON THE AIRPORT
 FJ1338'ENTRANCE ROAD TO A THREE WAY SPLIT IN THE ROAD AND THE AIRPORT OFFICE
 FJ1338'STRAIGHT AHEAD.  BEAR LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON A
 FJ1338'GRAVEL ROAD, PASSING THROUGH A GATE, AND ACROSS AN APRON TO A PARALLEL
 FJ1338'TAXIWAY. TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE PARALLEL
 FJ1338'TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE A CONNECTING TAXIWAY
 FJ1338'LEFT.
 FJ1338'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1338'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.0 METERS IN A GREASE
 FJ1338'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1338'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1338'70.3 M (230.6 FT) EAST FROM THE NORTHEAST ONE OF FOUR SUPPORT LEGS FOR
 FJ1338'A VASI, 14.9 M (48.9 FT) SOUTH FROM THE CURVING SOUTH EDGE OF THE
 FJ1338'CONNECTING TAXIWAY, AND 9.0 M (29.5 FT) WEST FROM THE WEST EDGE OF THE
 FJ1338'PARALLEL TAXIWAY.
 FJ1338'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0727 ***********************************************************************
 EM0727  DESIGNATION -  HOLLIDAY
 EM0727  PID         -  EM0727
 EM0727  STATE/COUNTY-  OK/COMANCHE
 EM0727  COUNTRY     -  US
 EM0727  USGS QUAD   -  FAXON (2018)
 EM0727
 EM0727                         *CURRENT SURVEY CONTROL
 EM0727  ______________________________________________________________________
 EM0727* NAD 83(2011) POSITION- 34 28 43.63895(N) 098 31 32.17056(W)   ADJUSTED
 EM0727* NAD 83(2011) ELLIP HT-   331.055 (meters)        (06/27/12)   ADJUSTED
 EM0727* NAD 83(2011) EPOCH   -  2010.00
 EM0727* NAVD 88 ORTHO HEIGHT -   357.1   (meters)     1172.    (feet) VERTCON3
 EM0727  ______________________________________________________________________
 EM0727  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 EM0727  NAD 83(2011) X  -   -780,342.980 (meters)                     COMP
 EM0727  NAD 83(2011) Y  - -5,205,483.808 (meters)                     COMP
 EM0727  NAD 83(2011) Z  -  3,590,539.929 (meters)                     COMP
 EM0727  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 EM0727
 EM0727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0727  Standards:
 EM0727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0727  -------------------------------------------------------------------
 EM0727  NETWORK   15.05  10.60           4.22   7.02   5.41     -0.50659401
 EM0727  -------------------------------------------------------------------
 EM0727  Click here for local accuracies and other accuracy information.
 EM0727
 EM0727.The horizontal coordinates were established by GPS observations
 EM0727.and adjusted by the National Geodetic Survey in June 2012.
 EM0727
 EM0727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0727.been affixed to the stable North American tectonic plate. See 
 EM0727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0727
 EM0727.The horizontal coordinates are valid at the epoch date displayed above
 EM0727.which is a decimal equivalence of Year/Month/Day.
 EM0727
 EM0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0727
 EM0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0727.GEOID18 height accuracy estimate available here.
 EM0727
 EM0727.Click photographs - Photos may exist for this station.
 EM0727
 EM0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0727
 EM0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0727
 EM0727.The ellipsoidal height was determined by GPS observations
 EM0727.and is referenced to NAD 83.
 EM0727
 EM0727. The following values were computed from the NAD 83(2011) position.
 EM0727
 EM0727;                    North         East     Units Scale Factor Converg.
 EM0727;SPC OK S     -   127,183.189   551,719.643   MT  0.99993763   -0 17 54.0
 EM0727;SPC OK S     -   417,266.85  1,810,100.20   sFT  0.99993763   -0 17 54.0
 EM0727;UTM  14      - 3,815,347.276   543,562.398   MT  0.99962339   +0 16 06.8
 EM0727
 EM0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0727!SPC OK S     -   0.99994804  x   0.99993763  =   0.99988567
 EM0727!UTM  14      -   0.99994804  x   0.99962339  =   0.99957144
 EM0727
 EM0727:                Primary Azimuth Mark                     Grid Az
 EM0727:SPC OK S     -  HOLLIDAY AZ MK                           095 32 50.5
 EM0727:UTM  14      -  HOLLIDAY AZ MK                           094 58 49.7
 EM0727
 EM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4356215347(NAD 83)
 EM0727
 EM0727|---------------------------------------------------------------------|
 EM0727| PID    Reference Object                     Distance      Geod. Az  |
 EM0727|                                                           dddmmss.s |
 EM0727| CX8312 HOLLIDAY AZ MK                                     0951456.5 |
 EM0727| CX8313 HOLLIDAY RM 1                        29.116 METERS 12459     |
 EM0727| CX8314 HOLLIDAY RM 2                        33.412 METERS 23924     |
 EM0727| EM0733 CHATTANOOGA MUNICIPAL TANK          APPROX.13.7 KM 2415131.3 |
 EM0727| EM0725 FAXON MUNICIPAL TANK                APPROX. 5.5 KM 2450039.2 |
 EM0727| EM0839 CACHE MUNICIPAL TANK                APPROX.19.3 KM 3301749.2 |
 EM0727|---------------------------------------------------------------------|
 EM0727
 EM0727                          SUPERSEDED SURVEY CONTROL
 EM0727
 EM0727  NAD 83(2007)-  34 28 43.63886(N)    098 31 32.17113(W) AD(2002.00) 0
 EM0727  ELLIP H (02/10/07)  331.070  (m)                       GP(2002.00)    
 EM0727  ELLIP H (06/19/02)  331.080  (m)                       GP(       ) 5 1
 EM0727  NAD 83(1993)-  34 28 43.63836(N)    098 31 32.16648(W) AD(       ) 2
 EM0727  ELLIP H (11/28/94)  331.121  (m)                       GP(       ) 5 1
 EM0727  NAD 83(1986)-  34 28 43.64256(N)    098 31 32.14811(W) AD(       ) 2
 EM0727  NAD 27      -  34 28 43.36100(N)    098 31 30.94100(W) AD(       ) 2
 EM0727  NGVD 29 (11/30/89)  357.1    (m)  RAPSU86  model used  GPS OBS        
 EM0727  NGVD 29 (07/19/86)  352.5    (m)         1156.     (f) VERT ANG       
 EM0727
 EM0727.Superseded values are not recommended for survey control.
 EM0727
 EM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0727.See file dsdata.pdf to determine how the superseded data were derived.
 EM0727
 EM0727_MARKER: DS = TRIANGULATION STATION DISK
 EM0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0727_STAMPING: HOLLIDAY 1948
 EM0727_MARK LOGO: CGS
 EM0727_PROJECTION: FLUSH
 EM0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0727+STABILITY: SURFACE MOTION
 EM0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0727+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 EM0727
 EM0727  HISTORY     - Date     Condition        Report By
 EM0727  HISTORY     - 1948     MONUMENTED       CGS
 EM0727  HISTORY     - 1948     GOOD             CGS
 EM0727  HISTORY     - 1963     GOOD             CGS
 EM0727  HISTORY     - 1988     GOOD             NGS
 EM0727  HISTORY     - 19890301 GOOD             NGS
 EM0727  HISTORY     - 20000210 GOOD             LOCSUR
 EM0727  HISTORY     - 20090722 GOOD             INDIV
 EM0727
 EM0727                          STATION DESCRIPTION
 EM0727
 EM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0727'LOCATED ABOUT 10.5 MILES SOUTHWEST OF LAWTON AND 3.25 MILES
 EM0727'NORTHEAST OF THE VILLAGE OF FAXON.  IT IS IN THE SOUTH SECTION OF
 EM0727'A PASTURE, 52 FEET NORTH OF AN EAST-WEST FENCE LINE AND IS
 EM0727'NORTH-NORTHEAST OF A WIRE GATE ON THE SOUTH SIDE OF THE
 EM0727'EASTWEST DIRT ROAD.  IT IS STAMPED HOLLIDAY 1948 AND IS FLUSH
 EM0727'WITH THE GROUND.
 EM0727'
 EM0727'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE PASTURE IN
 EM0727'THE EAST-WEST FENCE LINE AND 24 FEET NORTH OF THE CENTER OF THE
 EM0727'EAST-WEST DIRT ROAD.  IT IS STAMPED HOLLIDAY NO 1 1948 AND
 EM0727'PROJECTS 10 INCHES.
 EM0727'
 EM0727'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE PASTURE
 EM0727'IN THE EAST-WEST FENCE LINE AND 24 FEET NORTH OF THE CENTER
 EM0727'OF THE EAST-WEST DIRT ROAD.  IT IS STAMPED HOLLIDAY NO 2 1948
 EM0727'AND PROJECTS 8 INCHES.
 EM0727'
 EM0727'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 22 FEET SOUTH OF THE
 EM0727'CENTER OF AN EAST-WEST DIRT ROAD.  IT IS AT THE TOP OF THE
 EM0727'GRADE, 0.05 MILE EAST OF A CROSSROADS, 6 INCHES NORTH OF AN
 EM0727'EAST-WEST FENCE LINE AND 2 FEET WEST OF A WITNESS POST.  IT IS
 EM0727'STAMPED HOLLIDAY 1948 AND PROJECTS 8 INCHES.
 EM0727'
 EM0727'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 277 AND STATE
 EM0727'HIGHWAY 7 AT THE SOUTHEAST EDGE OF LAWTON, GO SOUTHWESTERLY AND
 EM0727'SOUTH ON U.S. HIGHWAY 277 FOR 6.5 MILES, TURN RIGHT, WEST, ON
 EM0727'STATE HIGHWAY 36 FOR 6.1 MILES TO A POINT WHERE THE HIGHWAY
 EM0727'CURVES TO THE SOUTHWEST, CONTINUE ON HIGHWAY 36 FOR 3.2 MILES
 EM0727'TO A DIAGONAL CROSSROADS.  TURN SHARP LEFT AND GO EAST ON
 EM0727'DIRT ROAD FOR 1.35 MILES TO THE TOP OF THE GRADE AND THE
 EM0727'STATION IN THE PASTURE ON THE LEFT.  TO REACH THE AZIMUTH MARK,
 EM0727'CONTINUE EAST ON DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE
 EM0727'RIGHT AS DESCRIBED.
 EM0727'
 EM0727'A 74 FOOT SIGNAL AT HOMA IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 4 FOOT SIGNAL AT QUANAH IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 12 FOOT SIGNAL AT SIGNAL IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'AN 8 FOOT SIGNAL AT LAWTON S. BASE IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 47 FOOT SIGNAL AT ZELLA IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 4 FOOT SIGNAL AT WOODLAWN IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'AN 87 FOOT SIGNAL AT WALTERS IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 4 FOOT SIGNAL AT CROSBY IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 4 FOOT SIGNAL AT FAXON IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 47 FOOT SIGNAL AT LOVELAND IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 4 FOOT SIGNAL AT CHATT IS VISIBLE FROM THE GROUND.
 EM0727'
 EM0727'A 47 FOOT SIGNAL AT JACK IS VISIBLE FROM THE GROUND.
 EM0727
 EM0727                          STATION RECOVERY (1948)
 EM0727
 EM0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 EM0727'RECOVERED IN GOOD CONDITION.
 EM0727
 EM0727                          STATION RECOVERY (1963)
 EM0727
 EM0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0727'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT
 EM0727'IS IN PASTURE LAND IN THE SE 1/4 OF SEC. 11, T. 1 S., R. 13
 EM0727'W., 23 FEET EAST FROM CENTER OF GATE INTO PASTURE AND HOUSE
 EM0727'ON SOUTH SIDE OF ROAD AND 78 FEET NORTH FROM THE CENTER
 EM0727'OF THE EAST-WEST SECTION LINE ROAD, 65 FEET NORTH OF THE NORTH
 EM0727'RIGHT-OF-WAY FENCE LINE.
 EM0727'
 EM0727'R.M. NO. 1 IS 112 FEET EAST FROM THE CENTER OF GATE INTO
 EM0727'PASTURE AND HOUSE ON SOUTH SIDE OF ROAD AND 9 FEET NORTH OF
 EM0727'THE NORTH RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 7 INCHES.
 EM0727'
 EM0727'R.M. NO. 2 IS 16 FEET EAST FROM THE CENTER OF A GATE INTO
 EM0727'PASTURE ON THE NORTH SIDE OF THE ROAD AND 9 FEET NORTH OF THE
 EM0727'NORTH RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 8 INCHES.
 EM0727'
 EM0727'AZIMUTH MARK WAS FOUND AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 EM0727'TO REACH WAS NOT CHECKED.
 EM0727'
 EM0727'TO REACH FROM THE SOUTH END OF THE BUSINESS DISTRICT IN
 EM0727'FAXON, GO EAST AND NORTHEAST ON STATE HIGHWAY 36 FOR 2.75
 EM0727'MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON GRAVEL ROAD
 EM0727'FOR 1.35 MILES TO A HOUSE ON THE RIGHT, GATE INTO PASTURE
 EM0727'ON THE LEFT AND STATION AS DESCRIBED.
 EM0727
 EM0727                          STATION RECOVERY (1988)
 EM0727
 EM0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0727'THE STATION WAS RECOVERED AT THIS DATE.
 EM0727'OTHER MARKS WERE LOCATED BUT NOT DESCRIBED AT THIS TIME.
 EM0727'
 EM0727'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI)
 EM0727'SOUTHWEST OF LAWTON, 5.2 KM (3.25 MI) NORTHEAST OF FAXON AND IN THE
 EM0727'SOUTH SECTION OF A PASTURE.
 EM0727'OWNERSHIP--UNABLE TO DETERMINE OWNERSHIP AT THIS TIME.
 EM0727'
 EM0727'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 277 AND
 EM0727'STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF LAWTON, GO SOUTHWEST AND
 EM0727'SOUTH ON US HIGHWAY 277 FOR 10.5 KM (6.5 MI) TO JUNCTION OF STATE
 EM0727'HIGHWAY 36.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 36 FOR 9.8 KM
 EM0727'(6.1 MI) TO A POINT WHERE HIGHWAY CURVES TO THE SOUTHWEST.
 EM0727'CONTINUE ON STATE HIGHWAY 36 FOR 5.1 KM (3.2 MI) TO A DIAGONAL
 EM0727'CROSSROAD.  TURN SHARP LEFT AND GO EAST ON DIRT ROAD FOR 2.2 KM
 EM0727'(1.35 MI) TO TOP OF GRADE AND THE STATION ON LEFT IN PASTURE.
 EM0727'
 EM0727'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---HOLLIDAY
 EM0727'1948---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED
 EM0727'37.2 METERS (122.2 FT) NORTHEAST FROM EAST GATE POST, 33.4 METERS
 EM0727'(109.6 FT) NORTHEAST FROM RM 2, 29.1 METERS (95.5 FT) NORTHWEST
 EM0727'FROM RM 1, 26.2 METERS (86.0 FT) NORTH FROM CENTER OF ROAD, 20.1
 EM0727'METERS (65.8 FT) NORTH FROM RIGHT-OF-WAY FENCE AND 8.9 METERS (29.1
 EM0727'FT) NORTH FROM A LONE TREE.
 EM0727'
 EM0727'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0727'
 EM0727'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0727'
 EM0727'DESCRIBED BY D.A. BOWLING.
 EM0727
 EM0727                          STATION RECOVERY (1989)
 EM0727
 EM0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0727'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EM0727'FOLLOWS.
 EM0727'THE STATION IS LOCATED ABOUT 17.0 KM (10.55 MI) SOUTHWEST OF LAWTON,
 EM0727'13.2 KM (8.20 MI) WEST OF GERONIMO, AND 5.7 KM (3.55 MI) NORTHEAST OF
 EM0727'FAXON.  OWNERSHIP--KARL PETERS, PHONE (405) 597-2270.
 EM0727'TO REACH THE STATION FROM THE POST OFFICE IN FAXON, GO SOUTH ON MAIN
 EM0727'STREET FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF STATE HIGHWAY 36.  TURN
 EM0727'LEFT AND GO NORTHEAST ON HIGHWAY 36 FOR 3.9 KM (2.40 MI) TO A GRAVELED
 EM0727'CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 2.1 KM
 EM0727'(1.30 MI) TO A GATE ON THE LEFT AND A BRICK HOUSE ON THE RIGHT.  TURN
 EM0727'LEFT PASSING THROUGH THE GATE AND GO NORTHEAST ACROSS PASTURE FOR
 EM0727'ABOUT 30.45 M (99.9 FT) TO THE STATION.
 EM0727'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 35 CM SQUARE
 EM0727'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 37.2 M
 EM0727'(122.0 FT) NORTH OF THE CENTER OF THE ROAD, 29.1 M (95.5 FT) EAST OF
 EM0727'THE CENTER OF A FIELD ROAD, 25.5 M (83.7 FT) NORTHEAST OF THE EAST
 EM0727'POST OF THE GATE,AND 19.9 M (65.3 FT) NORTH OF A FENCE AND CARSONITE
 EM0727'WITNESS POST.
 EM0727'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EM0727
 EM0727                          STATION RECOVERY (2000)
 EM0727
 EM0727'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0727'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0727'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0727'NO OBSTRUCTIONS.
 EM0727
 EM0727                          STATION RECOVERY (2009)
 EM0727
 EM0727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0727'MARK, RM1, RM2 AND AZIMUTH MARK WERE ALL RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1038 ***********************************************************************
 EM1038  DESIGNATION -  HOLLIS
 EM1038  PID         -  EM1038
 EM1038  STATE/COUNTY-  OK/HARMON
 EM1038  COUNTRY     -  US
 EM1038  USGS QUAD   -  HOLLIS (2018)
 EM1038
 EM1038                         *CURRENT SURVEY CONTROL
 EM1038  ______________________________________________________________________
 EM1038* NAD 83(1993) POSITION- 34 37 35.82473(N) 099 56 48.59992(W)   ADJUSTED
 EM1038* NAVD 88 ORTHO HEIGHT -   525.9   (meters)     1725.    (feet) VERTCON3
 EM1038  ______________________________________________________________________
 EM1038  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 EM1038  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 EM1038  HORZ ORDER      -  FIRST
 EM1038
 EM1038.The horizontal coordinates were established by classical geodetic methods
 EM1038.and adjusted by the National Geodetic Survey in November 1994.
 EM1038
 EM1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1038
 EM1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1038.GEOID18 height accuracy estimate available here.
 EM1038
 EM1038.Click photographs - Photos may exist for this station.
 EM1038
 EM1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1038
 EM1038. The following values were computed from the NAD 83(1993) position.
 EM1038
 EM1038;                    North         East     Units Scale Factor Converg.
 EM1038;SPC OK S     -   145,176.958   421,496.080   MT  0.99993622   -1 06 18.2
 EM1038;SPC OK S     -   476,301.40  1,382,858.39   sFT  0.99993622   -1 06 18.2
 EM1038;SPC TX N     - 1,070,635.209   342,421.714   MT  1.00000550   +0 54 00.4
 EM1038;SPC TX N     - 3,512,575.68  1,123,428.57   sFT  1.00000550   +0 54 00.4
 EM1038;UTM  14      - 3,832,045.209   413,207.848   MT  0.99969285   -0 32 17.0
 EM1038
 EM1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1038!SPC OK S     -   0.99992188  x   0.99993622  =   0.99985811
 EM1038!SPC TX N     -   0.99992188  x   1.00000550  =   0.99992738
 EM1038!UTM  14      -   0.99992188  x   0.99969285  =   0.99961476
 EM1038
 EM1038:                Primary Azimuth Mark                     Grid Az
 EM1038:SPC OK S     -  HOLLIS AZ MK                             181 35 20.5
 EM1038:SPC TX N     -  HOLLIS AZ MK                             179 35 01.9
 EM1038:UTM  14      -  HOLLIS AZ MK                             181 01 19.3
 EM1038
 EM1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1320732045(NAD 83)
 EM1038
 EM1038|---------------------------------------------------------------------|
 EM1038| PID    Reference Object                     Distance      Geod. Az  |
 EM1038|                                                           dddmmss.s |
 EM1038| EM1040 HOLLIS WEST MUNICIPAL TANK          APPROX. 6.6 KM 0193158.9 |
 EM1038| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX. 6.8 KM 0294502.2 |
 EM1038| EM1041 HOLLIS COMM TV SYS MAST             APPROX. 7.5 KM 0375718.1 |
 EM1038| EM1027 GOULD HIGH SCHOOL N CHIMNEY         APPROX.16.8 KM 0744440.5 |
 EM1038| CX8315 HOLLIS AZ MK                                       1802902.3 |
 EM1038| CX8318 HOLLIS RM 2                          24.297 METERS 21049     |
 EM1038| CX8317 HOLLIS RM 1                          51.462 METERS 34447     |
 EM1038|---------------------------------------------------------------------|
 EM1038
 EM1038                          SUPERSEDED SURVEY CONTROL
 EM1038
 EM1038  NAD 83(1986)-  34 37 35.83022(N)    099 56 48.59233(W) AD(       ) 1
 EM1038  NAD 27      -  34 37 35.60100(N)    099 56 47.23200(W) AD(       ) 1
 EM1038  USSD        -  34 37 35.54600(N)    099 56 47.60800(W) AD(       ) 3
 EM1038  NGVD 29 (07/19/86)  525.6    (m)         1724.     (f) VERT ANG       
 EM1038
 EM1038.Superseded values are not recommended for survey control.
 EM1038
 EM1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1038.See file dsdata.pdf to determine how the superseded data were derived.
 EM1038
 EM1038_MARKER: DS = TRIANGULATION STATION DISK
 EM1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1038_STAMPING: HOLLIS 1923
 EM1038_MARK LOGO: CGS
 EM1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1038+STABILITY: SURFACE MOTION
 EM1038
 EM1038  HISTORY     - Date     Condition        Report By
 EM1038  HISTORY     - 1923     MONUMENTED       CGS
 EM1038  HISTORY     - 1934     GOOD             CGS
 EM1038  HISTORY     - 1963     GOOD             CGS
 EM1038  HISTORY     - 1967     GOOD             CGS
 EM1038
 EM1038                          STATION DESCRIPTION
 EM1038
 EM1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1038'STATION IS 1-1/2 MILES W AND 3-3/4 MILES S OF HOLLIS, ON
 EM1038'E SIDE OF ROADWAY, NEAR W SIDE CENTER OF SW 1/4 SEC. 21,
 EM1038'T 2 N, R 26 W, ACROSS THE ROAD FROM HOUSE OF L.R. CAMPBELL.
 EM1038'STATION IS 8 FEET W OF E FENCE LINE OF ROADWAY, ABOUT 75
 EM1038'METERS (246 FEET) E AND 15 METERS (49 FEET) N OF CAMPBELLS
 EM1038'HOUSE.
 EM1038'
 EM1038'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM1038'DISKS SET IN CONCRETE.
 EM1038'
 EM1038'REFERENCE MARK IS IN W FENCE LINE OF ROADWAY, AND 51.465
 EM1038'METERS (168.85 FEET) FROM STATION, N 15 DEG 13 MIN W.
 EM1038'
 EM1038'ELEVATION OF STATION, 525.6 METERS (1,724 FEET).
 EM1038
 EM1038                          STATION RECOVERY (1934)
 EM1038
 EM1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1038'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EM1038
 EM1038                          STATION RECOVERY (1963)
 EM1038
 EM1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1038'STATION AND REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION,
 EM1038'THE HOUSE USED AS REFERENCE IN 1923 NO LONGER EXISTS.
 EM1038'
 EM1038'STATION IS 15 FEET EAST FROM THE CENTER OF THE NORTH-SOUTH
 EM1038'SECTION LINE ROAD AND 8 FEET WEST OF THE EAST RIGHT-OF-WAY
 EM1038'FENCE, 16 FEET SOUTH FROM THE CENTER OF A DRIVEWAY INTO
 EM1038'PASTURE AND THE MARK PROJECTS 4 INCHES.
 EM1038'
 EM1038'REFERENCE MARK IS ON ROAD RIGHT-OF-WAY AT THE WEST FENCE
 EM1038'LINE, 4 FEET SOUTH OF A GATE IN FENCE LINE THAT EXTENDS
 EM1038'WEST FROM THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES.
 EM1038'
 EM1038'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 EM1038'HIGHWAY 30 IN HOLLIS, GO WEST ON HIGHWAY 62 FOR 2.0 MILES
 EM1038'TO CROSSROADS AT CONCRETE BRIDGE, TURN LEFT AND GO SOUTH
 EM1038'ON GRADED ROAD FOR 3.85 MILES TO TOP OF RIDGE, GATE INTO
 EM1038'PASTURE ON BOTH SIDES OF THE ROAD AND STATION ON THE LEFT
 EM1038'AS DESCRIBED.
 EM1038
 EM1038                          STATION RECOVERY (1967)
 EM1038
 EM1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1038'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED.  THE 1923
 EM1038'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE CONVERSION
 EM1038'FROM METERS TO FEET WAS FOUND TO BE IN ERROR ON THE 1923 LIST OF
 EM1038'DIRECTIONS.  A REFERENCE MARK 2 AND AZIMUTH MARK WAS ESTABLISHED.
 EM1038'A COMPLETE NEW DESCRIPTION FOLLOWS.
 EM1038'
 EM1038'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF HOLLIS, 4 MILES SOUTH
 EM1038'OF U.S. HIGHWAY 62 AND ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH
 EM1038'DIRT ROAD.
 EM1038'
 EM1038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 EM1038'HIGHWAY 30 IN THE EAST EDGE OF HOLLIS, GO WEST ON U.S. HIGHWAY 62
 EM1038'FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRADED DIRT
 EM1038'ROAD FOR 3.8 MILES TO THE CREST OF A RIDGE AND THE STATION ON THE
 EM1038'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 EM1038'FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 EM1038'
 EM1038'THE STATION MARK IS A STANDARD DISK, STAMPED HOLLIS 1923, SET IN THE
 EM1038'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES ABOVE
 EM1038'THE GROUND.  IT IS 19 FEET EAST OF THE CENTERLINE OF THE ROAD, 18
 EM1038'FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD ENTRANCE AND 6.5 FEET
 EM1038'WEST OF A NORTH-SOUTH FENCE.
 EM1038'
 EM1038'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLLIS NO 1 1923, SET IN
 EM1038'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EM1038'GROUND.  IT IS 26 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 EM1038'EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM1038'
 EM1038'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLLIS NO 2 1923 1967,
 EM1038'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1038'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 21 FEET WEST OF THE
 EM1038'CENTERLINE OF THE ROAD, 1.7 FEET EAST OF THE FENCE AND ABOUT THE
 EM1038'SAME ELEVATION AS THE STATION.
 EM1038'
 EM1038'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLLIS 1923 1967, SET IN
 EM1038'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EM1038'FLUSH WITH THE GROUND.  IT IS 20.5 FEET WEST OF THE CENTERLINE OF THE
 EM1038'ROAD, 2 FEET EAST OF THE FENCE AND 1.5 FEET WEST OF A WITNESS POST.
 EM1038'
 EM1038'THE DISTANCE BETWEEN REFERENCE MARKS COULD NOT BE MEASURED BECAUSE OF
 EM1038'OBSTRUCTIONS.
 EM1038'
 EM1038'A WITNESS POST WAS SET 3.7 FEET NORTH OF THE STATION.
 EM1038'
 EM1038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/4 MILES
 EM1038'SOUTHWEST OF HOLLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1041 ***********************************************************************
 EM1041  DESIGNATION -  HOLLIS COMM TV SYS MAST
 EM1041  PID         -  EM1041
 EM1041  STATE/COUNTY-  OK/HARMON
 EM1041  COUNTRY     -  US
 EM1041  USGS QUAD   -  HOLLIS (2018)
 EM1041
 EM1041                         *CURRENT SURVEY CONTROL
 EM1041  ______________________________________________________________________
 EM1041* NAD 83(1993) POSITION- 34 40 46.65477(N) 099 53 48.37854(W)   ADJUSTED
 EM1041  ______________________________________________________________________
 EM1041  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 EM1041  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 EM1041  HORZ ORDER      -  THIRD
 EM1041
 EM1041.The horizontal coordinates were established by classical geodetic methods
 EM1041.and adjusted by the National Geodetic Survey in November 1994.
 EM1041
 EM1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1041.GEOID18 height accuracy estimate available here.
 EM1041
 EM1041.Click photographs - Photos may exist for this station.
 EM1041
 EM1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1041
 EM1041. The following values were computed from the NAD 83(1993) position.
 EM1041
 EM1041;                    North         East     Units Scale Factor Converg.
 EM1041;SPC OK S     -   150,968.597   426,196.125   MT  0.99993732   -1 04 35.9
 EM1041;SPC OK S     -   495,302.81  1,398,278.45   sFT  0.99993732   -1 04 35.9
 EM1041;UTM  14      - 3,837,881.597   417,849.228   MT  0.99968318   -0 30 37.0
 EM1041
 EM1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1784937881(NAD 83)
 EM1041
 EM1041                          SUPERSEDED SURVEY CONTROL
 EM1041
 EM1041  NAD 83(1986)-  34 40 46.65978(N)    099 53 48.37151(W) AD(       ) 3
 EM1041  NAD 27      -  34 40 46.43441(N)    099 53 47.00899(W) AD(       ) 3
 EM1041
 EM1041.Superseded values are not recommended for survey control.
 EM1041
 EM1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1041.See file dsdata.pdf to determine how the superseded data were derived.
 EM1041
 EM1041_MARKER: 42 = RADIO/TV MAST
 EM1041
 EM1041  HISTORY     - Date     Condition        Report By
 EM1041  HISTORY     - 1967     FIRST OBSERVED   CGS
 EM1041
 EM1041                          STATION DESCRIPTION
 EM1041
 EM1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1041'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH STEEL MAST,
 EM1041'LOCATED ABOUT 1 MILE EAST OF HOLLIS AND 1/2 MILE SOUTH OF U.S.
 EM1041'HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1040 ***********************************************************************
 EM1040  DESIGNATION -  HOLLIS WEST MUNICIPAL TANK
 EM1040  PID         -  EM1040
 EM1040  STATE/COUNTY-  OK/HARMON
 EM1040  COUNTRY     -  US
 EM1040  USGS QUAD   -  HOLLIS (2018)
 EM1040
 EM1040                         *CURRENT SURVEY CONTROL
 EM1040  ______________________________________________________________________
 EM1040* NAD 83(1993) POSITION- 34 40 56.78372(N) 099 55 22.29165(W)   ADJUSTED
 EM1040  ______________________________________________________________________
 EM1040  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 EM1040  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 EM1040  HORZ ORDER      -  THIRD
 EM1040
 EM1040.The horizontal coordinates were established by classical geodetic methods
 EM1040.and adjusted by the National Geodetic Survey in November 1994.
 EM1040
 EM1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1040.GEOID18 height accuracy estimate available here.
 EM1040
 EM1040.Click photographs - Photos may exist for this station.
 EM1040
 EM1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1040
 EM1040. The following values were computed from the NAD 83(1993) position.
 EM1040
 EM1040;                    North         East     Units Scale Factor Converg.
 EM1040;SPC OK S     -   151,325.873   423,811.971   MT  0.99993741   -1 05 29.2
 EM1040;SPC OK S     -   496,474.97  1,390,456.44   sFT  0.99993741   -1 05 29.2
 EM1040;SPC TX N     - 1,076,861.785   344,521.153   MT  0.99999264   +0 54 50.4
 EM1040;SPC TX N     - 3,533,004.04  1,130,316.48   sFT  0.99999264   +0 54 50.4
 EM1040;UTM  14      - 3,838,215.207   415,462.260   MT  0.99968808   -0 31 30.6
 EM1040
 EM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1546238215(NAD 83)
 EM1040
 EM1040                          SUPERSEDED SURVEY CONTROL
 EM1040
 EM1040  NAD 83(1986)-  34 40 56.78870(N)    099 55 22.28437(W) AD(       ) 3
 EM1040  NAD 27      -  34 40 56.56300(N)    099 55 20.91600(W) AD(       ) 3
 EM1040
 EM1040.Superseded values are not recommended for survey control.
 EM1040
 EM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1040.See file dsdata.pdf to determine how the superseded data were derived.
 EM1040
 EM1040_MARKER: 53 = ELEVATED TANK
 EM1040
 EM1040  HISTORY     - Date     Condition        Report By
 EM1040  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM1040  HISTORY     - 1961     GOOD             CGS
 EM1040  HISTORY     - 1967     GOOD             CGS
 EM1040
 EM1040                          STATION DESCRIPTION
 EM1040
 EM1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1040'STATION IS LOCATED 185 FEET SOUTH OF THE CENTER OF WEST
 EM1040'JONES STREET AND 160 FEET WEST OF THE CENTER OF NORTH WHISENANT
 EM1040'STREET.  THE STATION IS A SQUAT TYPE TANK SUPPORTED BY 6
 EM1040'STEEL LEGS AND THE POINT LOCATED WAS A SMALL BALL AT THE
 EM1040'TOP OF THE TANK.  THE BALL IS 100 FEET ABOVE THE GROUND.
 EM1040
 EM1040                          STATION RECOVERY (1961)
 EM1040
 EM1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1040'THE STATION IS IN THE WEST CENTRAL PART OF THE CITY OF HOLLIS,
 EM1040'240 FEET NORTH OF U.S. HIGHWAY 62, 140 FEET SOUTH OF WEST
 EM1040'JONES AND 105 FEET EAST OF NORTH WOOD.  IT IS A 6-LEGGED
 EM1040'STEEL STRUCTURE PAINTED SILVER.  HAVING AN OVERALL HEIGHT
 EM1040'OF 135 FEET AND THE BALL AT THE APEX WAS THE POINT OBSERVED
 EM1040'UPON.
 EM1040
 EM1040                          STATION RECOVERY (1967)
 EM1040
 EM1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1040'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH ELEVATED
 EM1040'DOUBLE ELLIPSOIDAL TANK, LIGHT GREEN IN COLOR AND LOCATED IN THE
 EM1040'WEST EDGE OF HOLLIS, ABOUT 1/4 MILE NORTH OF U.S. HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0785 ***********************************************************************
 EM0785  DESIGNATION -  HOLLISTER
 EM0785  PID         -  EM0785
 EM0785  STATE/COUNTY-  OK/TILLMAN
 EM0785  COUNTRY     -  US
 EM0785  USGS QUAD   -  HOLLISTER (2018)
 EM0785
 EM0785                         *CURRENT SURVEY CONTROL
 EM0785  ______________________________________________________________________
 EM0785* NAD 83(1993) POSITION- 34 20 53.49377(N) 098 50 11.40468(W)   ADJUSTED
 EM0785* NAVD 88 ORTHO HEIGHT -   337.3   (meters)     1107.    (feet) VERTCON3
 EM0785  ______________________________________________________________________
 EM0785  GEOID HEIGHT    -        -27.213 (meters)                     GEOID18
 EM0785  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC18
 EM0785  HORZ ORDER      -  SECOND
 EM0785
 EM0785.The horizontal coordinates were established by classical geodetic methods
 EM0785.and adjusted by the National Geodetic Survey in November 1994.
 EM0785
 EM0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0785
 EM0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0785.GEOID18 height accuracy estimate available here.
 EM0785
 EM0785.Click photographs - Photos may exist for this station.
 EM0785
 EM0785.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0785
 EM0785. The following values were computed from the NAD 83(1993) position.
 EM0785
 EM0785;                    North         East     Units Scale Factor Converg.
 EM0785;SPC OK S     -   112,890.244   523,041.910   MT  0.99994438   -0 28 29.3
 EM0785;SPC OK S     -   370,374.08  1,716,013.33   sFT  0.99994438   -0 28 29.3
 EM0785;UTM  14      - 3,800,776.097   515,036.874   MT  0.99960279   +0 05 32.1
 EM0785
 EM0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0785!SPC OK S     -   0.99995132  x   0.99994438  =   0.99989570
 EM0785!UTM  14      -   0.99995132  x   0.99960279  =   0.99955413
 EM0785
 EM0785:                Primary Azimuth Mark                     Grid Az
 EM0785:SPC OK S     -  HOLLISTER MUNICIPAL TANK                 263 12 56.8
 EM0785:UTM  14      -  HOLLISTER MUNICIPAL TANK                 262 38 55.4
 EM0785
 EM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1503600776(NAD 83)
 EM0785
 EM0785|---------------------------------------------------------------------|
 EM0785| PID    Reference Object                     Distance      Geod. Az  |
 EM0785|                                                           dddmmss.s |
 EM0785| CX8320 HOLLISTER RM 1                       24.010 METERS 08836     |
 EM0785| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.19.6 KM 1342320.3 |
 EM0785| CX8321 HOLLISTER RM 2                       15.018 METERS 16134     |
 EM0785| CX8319 HOLLISTER AZ MK                                    1802341.9 |
 EM0785| EM0786 HOLLISTER MUNICIPAL TANK            APPROX. 3.3 KM 2624427.5 |
 EM0785| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.17.5 KM 2813436.9 |
 EM0785| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.17.8 KM 2823050.0 |
 EM0785| EM0924 FREDERICK MUNICIPAL TANK            APPROX.17.9 KM 2845806.4 |
 EM0785|---------------------------------------------------------------------|
 EM0785
 EM0785                          SUPERSEDED SURVEY CONTROL
 EM0785
 EM0785  NAD 83(1986)-  34 20 53.49956(N)    098 50 11.39084(W) AD(       ) 2
 EM0785  NAD 27      -  34 20 53.19800(N)    098 50 10.14100(W) AD(       ) 2
 EM0785  NGVD 29 (07/19/86)  337.2    (m)         1106.     (f) VERT ANG       
 EM0785
 EM0785.Superseded values are not recommended for survey control.
 EM0785
 EM0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0785.See file dsdata.pdf to determine how the superseded data were derived.
 EM0785
 EM0785_MARKER: DS = TRIANGULATION STATION DISK
 EM0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0785_STAMPING: HOLLISTER 1948
 EM0785_MARK LOGO: CGS
 EM0785_PROJECTION: RECESSED 8 CENTIMETERS
 EM0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0785+STABILITY: SURFACE MOTION
 EM0785
 EM0785  HISTORY     - Date     Condition        Report By
 EM0785  HISTORY     - 1948     MONUMENTED       CGS
 EM0785  HISTORY     - 1963     GOOD             CGS
 EM0785
 EM0785                          STATION DESCRIPTION
 EM0785
 EM0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0785'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE TOWN OF
 EM0785'HOLLISTER, 57.0 FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSROAD,
 EM0785'15.0 FEET WEST OF A FENCE CORNER, 6.0 FEET EAST-SOUTHEAST
 EM0785'OF A WITNESS POST AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 EM0785'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED HOLLISTER 1948.
 EM0785'
 EM0785'REFERENCE MARK NO. 1 IS 36.5 FEET SOUTHEAST OF THE CENTER
 EM0785'OF A CROSSROAD AND 1.0 FOOT NORTH OF A FENCE CORNER.  IT
 EM0785'PROJECTS 9 INCHES AND IS STAMPED HOLLISTER NO 1 1948.
 EM0785'
 EM0785'REFERENCE MARK NO. 2 IS 31.5 FEET WEST OF THE CENTER OF
 EM0785'A GRADED ROAD AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 EM0785'IT PROJECTS 6 INCHES AND IS STAMPED HOLLISTER NO 2 1948.
 EM0785'
 EM0785'AZIMUTH MARK IS 1.0 MILE SOUTH OF THE STATION, 26.0 FEET
 EM0785'SOUTHWEST OF THE CENTER OF A CURVE IN A GRAVELED ROAD, 1.5
 EM0785'FEET NORTH-NORTHWEST OF A WITNESS POST AND IS DIRECTLY UNDER
 EM0785'A CURVING FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED
 EM0785'HOLLISTER 1948.
 EM0785'
 EM0785'TO REACH THE STATION FROM THE POST OFFICE IN HOLLISTER, GO
 EM0785'SOUTH ON THE MAIN ROAD FOR 0.55 MILE TO A CROSSROAD, TURN
 EM0785'LEFT, EAST, AND GO 2.0 MILES TO A CROSSROAD, TURN LEFT, NORTH,
 EM0785'AND GO 1.0 MILE TO A CROSSROAD AND THE STATION ON THE LEFT
 EM0785'AS DESCRIBED.
 EM0785'
 EM0785'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 EM0785'1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT
 EM0785'AS DESCRIBED.
 EM0785'
 EM0785'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 37 FEET.
 EM0785'
 EM0785'A 4 FOOT SIGNAL AT THOMPSON IS VISIBLE AT 15 FEET.
 EM0785'
 EM0785'A 47 FOOT SIGNAL AT LOVELAND IS VISIBLE AT 4 FEET.
 EM0785'
 EM0785'A 74 FOOT SIGNAL AT GRANDFIELD 1923 IS VISIBLE AT 15 FEET.
 EM0785'
 EM0785'A 47 FOOT SIGNAL AT BURKE 1923 IS VISIBLE AT 77 FEET.
 EM0785'
 EM0785'A 47 FOOT SIGNAL AT HICKERSON 1923 IS VISIBLE AT 90 FEET.
 EM0785'
 EM0785'A 47 FOOT SIGNAL AT FREDRICK 1923 IS VISIBLE AT 15 FEET.
 EM0785'
 EM0785'A 4 FOOT SIGNAL AT DEEP IS VISIBLE AT 10 FEET.
 EM0785'
 EM0785'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EM0785
 EM0785                          STATION RECOVERY (1963)
 EM0785
 EM0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0785'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 EM0785'CONDITION, THE STATION IS IN THE NE CORNER OF THE NE 1/4
 EM0785'OF SEC. 26, T. 2 S., R. 16 W.
 EM0785'
 EM0785'STATION IS 35.0 FEET SOUTH FROM THE CENTER OF THE EAST-WEST
 EM0785'SECTION LINE ROAD AND 47.0 FEET WEST FROM THE CENTER OF THE
 EM0785'NORTH-SOUTH SECTION LINE ROAD.  THE MARK IS 3 INCHES BELOW
 EM0785'SURFACE OF GROUND.
 EM0785'
 EM0785'R.M. NO. 1 IS 32 FEET SOUTH FROM THE CENTER OF THE EAST-WEST
 EM0785'ROAD AND 32.0 FEET EAST FROM THE CENTER OF THE NORTH-SOUTH
 EM0785'ROAD.  THE MARK PROJECTS 3 INCHES.
 EM0785'
 EM0785'R.M. NO. 2 IS 81 FEET SOUTH FROM THE CENTER OF THE EAST-WEST
 EM0785'ROAD AND 31.0 FEET WEST FROM THE CENTER OF THE NORTH-SOUTH
 EM0785'ROAD.  THE MARK IS 2 INCHES BELOW SURFACE OF GROUND.
 EM0785'
 EM0785'THE AZIMUTH MARK WAS NOT RECOVERED BUT IS PROBABLY STILL
 EM0785'IN PLACE AND BURIED DEEP BY DIRT DRIFTING INTO OLD FENCE
 EM0785'LINE AND DIRT LEFT BY ROAD GRADER, THE FENCE LINE HAS BEEN
 EM0785'REMOVED.
 EM0785'
 EM0785'TO REACH FROM THE ROAD AND RAILROAD CROSSING IN HOLLISTER,
 EM0785'GO NORTH FOR 0.25 MILE TO CROSSROADS, TURN RIGHT AND GO EAST
 EM0785'ON GRADED ROAD FOR 2.0 MILES TO CROSSROADS AND STATION AS
 EM0785'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0786 ***********************************************************************
 EM0786  DESIGNATION -  HOLLISTER MUNICIPAL TANK
 EM0786  PID         -  EM0786
 EM0786  STATE/COUNTY-  OK/TILLMAN
 EM0786  COUNTRY     -  US
 EM0786  USGS QUAD   -  HOLLISTER (2018)
 EM0786
 EM0786                         *CURRENT SURVEY CONTROL
 EM0786  ______________________________________________________________________
 EM0786* NAD 83(1993) POSITION- 34 20 39.95007(N) 098 52 19.41924(W)   ADJUSTED
 EM0786  ______________________________________________________________________
 EM0786  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 EM0786  LAPLACE CORR    -          3.56  (seconds)                    DEFLEC18
 EM0786  HORZ ORDER      -  THIRD
 EM0786
 EM0786.The horizontal coordinates were established by classical geodetic methods
 EM0786.and adjusted by the National Geodetic Survey in November 1994.
 EM0786
 EM0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0786.GEOID18 height accuracy estimate available here.
 EM0786
 EM0786.Click photographs - Photos may exist for this station.
 EM0786
 EM0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0786
 EM0786. The following values were computed from the NAD 83(1993) position.
 EM0786
 EM0786;                    North         East     Units Scale Factor Converg.
 EM0786;SPC OK S     -   112,500.641   519,766.903   MT  0.99994465   -0 29 42.0
 EM0786;SPC OK S     -   369,095.85  1,705,268.58   sFT  0.99994465   -0 29 42.0
 EM0786;UTM  14      - 3,800,354.241   511,767.003   MT  0.99960171   +0 04 19.8
 EM0786
 EM0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1176700354(NAD 83)
 EM0786
 EM0786                          SUPERSEDED SURVEY CONTROL
 EM0786
 EM0786  NAD 83(1986)-  34 20 39.95560(N)    098 52 19.40629(W) AD(       ) 3
 EM0786  NAD 27      -  34 20 39.65500(N)    098 52 18.15700(W) AD(       ) 3
 EM0786
 EM0786.Superseded values are not recommended for survey control.
 EM0786
 EM0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0786.See file dsdata.pdf to determine how the superseded data were derived.
 EM0786
 EM0786_MARKER: 53 = ELEVATED TANK
 EM0786
 EM0786  HISTORY     - Date     Condition        Report By
 EM0786  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0786  HISTORY     - 1948     GOOD             CGS
 EM0786
 EM0786                          STATION DESCRIPTION
 EM0786
 EM0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0786'POINT OBSERVED UPON IS FINIAL STEEL WATER TANK, PROBABLY
 EM0786'MUNICIPAL SUPPLY.  TOWN OFF SCHEME AND NOT VISITED.
 EM0786'
 EM0786'OBSERVED UPON FROM STATIONS SNYDER AND HARRISON.
 EM0786
 EM0786                          STATION RECOVERY (1948)
 EM0786
 EM0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0786'LOCATED IN THE NORTHWEST SECTION OF THE VILLAGE OF HOLLISTER,
 EM0786'232 FEET SOUTHWEST OF THE RAILROAD STATION, AND 210 FEET
 EM0786'SOUTHEAST OF THE WICHITA MILL AND ELEVATOR CO.
 EM0786'
 EM0786'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, WITH A CONICAL
 EM0786'SHAPED TOP WITH A SMALL BALL AT THE APEX.  THE POINT OBSERVED
 EM0786'UPON WAS THE BASE OF THE BALL.
 EM0786'
 EM0786'THE HIGHT IS 86.7 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0715 ***********************************************************************
 GH0715  DESIGNATION -  HOLZER
 GH0715  PID         -  GH0715
 GH0715  STATE/COUNTY-  OK/PAYNE
 GH0715  COUNTRY     -  US
 GH0715  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0715
 GH0715                         *CURRENT SURVEY CONTROL
 GH0715  ______________________________________________________________________
 GH0715* NAD 83(1993) POSITION- 36 12 21.28368(N) 097 05 48.81213(W)   ADJUSTED
 GH0715* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 GH0715  ______________________________________________________________________
 GH0715  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 GH0715  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 GH0715  HORZ ORDER      -  FIRST
 GH0715
 GH0715.The horizontal coordinates were established by classical geodetic methods
 GH0715.and adjusted by the National Geodetic Survey in November 1994.
 GH0715
 GH0715.The orthometric height was scaled from a topographic map.
 GH0715
 GH0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0715.GEOID18 height accuracy estimate available here.
 GH0715
 GH0715.Click photographs - Photos may exist for this station.
 GH0715
 GH0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0715
 GH0715. The following values were computed from the NAD 83(1993) position.
 GH0715
 GH0715;                    North         East     Units Scale Factor Converg.
 GH0715;SPC OK N     -   134,177.263   681,209.731   MT  0.99994563   +0 31 58.7
 GH0715;SPC OK N     -   440,213.24  2,234,935.59   sFT  0.99994563   +0 31 58.7
 GH0715;UTM  14      - 4,008,466.218   671,085.166   MT  0.99996065   +1 07 27.9
 GH0715
 GH0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0715!SPC OK N     -   0.99995530  x   0.99994563  =   0.99990093
 GH0715!UTM  14      -   0.99995530  x   0.99996065  =   0.99991595
 GH0715
 GH0715:                Primary Azimuth Mark                     Grid Az
 GH0715:SPC OK N     -  HOLZER AZ MK                             220 07 30.3
 GH0715:UTM  14      -  HOLZER AZ MK                             219 32 01.1
 GH0715
 GH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7108508466(NAD 83)
 GH0715
 GH0715|---------------------------------------------------------------------|
 GH0715| PID    Reference Object                     Distance      Geod. Az  |
 GH0715|                                                           dddmmss.s |
 GH0715| GH0706 MORRISON MUNICIPAL TANK             APPROX.13.2 KM 0373227.4 |
 GH0715| GH0985 GLENCOE MUNICIPAL TANK              APPROX.15.5 KM 0805239.0 |
 GH0715| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX.15.6 KM 0923855.8 |
 GH0715| GH0720 STILLWATER MUNICIPAL TANK           APPROX.10.9 KM 1610020.2 |
 GH0715| GH0716 STILLWATER OK A AND M COLL TK       APPROX. 9.8 KM 1694447.0 |
 GH0715| CL5364 HOLZER AZ MK                                       2203929.0 |
 GH0715| CL5365 HOLZER RM 1                          46.945 METERS 22912     |
 GH0715| CL5366 HOLZER RM 2                          33.260 METERS 35156     |
 GH0715|---------------------------------------------------------------------|
 GH0715
 GH0715                          SUPERSEDED SURVEY CONTROL
 GH0715
 GH0715  NAD 83(1986)-  36 12 21.29394(N)    097 05 48.79742(W) AD(       ) 1
 GH0715  NAD 27      -  36 12 21.12455(N)    097 05 47.65560(W) AD(       ) 1
 GH0715
 GH0715.Superseded values are not recommended for survey control.
 GH0715
 GH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0715.See file dsdata.pdf to determine how the superseded data were derived.
 GH0715
 GH0715_MARKER: DS = TRIANGULATION STATION DISK
 GH0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0715_STAMPING: HOLZER 1938
 GH0715_MARK LOGO: CGS
 GH0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0715+STABILITY: SURFACE MOTION
 GH0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0715+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2011
 GH0715
 GH0715  HISTORY     - Date     Condition        Report By
 GH0715  HISTORY     - 1938     MONUMENTED       CGS
 GH0715  HISTORY     - 1963     GOOD             CGS
 GH0715  HISTORY     - 1969     GOOD             CGS
 GH0715  HISTORY     - 20110319 GOOD             INDIV
 GH0715
 GH0715                          STATION DESCRIPTION
 GH0715
 GH0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0715'STATION IS LOCATED ABOUT 7 MILES AIR LINE NORTH-NORTHWEST OF
 GH0715'STILLWATER, ABOUT 10 MILES AIR LINE WEST OF GLENCOE IN THE
 GH0715'SOUTHWEST QUARTER OF SEC. 16, T. 20 N., R. 2 E., ON THE
 GH0715'PROPERTY OF CHARLES HOLZER.  IT IS ON THE HIGHEST KNOLL IN
 GH0715'THE VICINITY, JUST WEST OF AN EAST-WEST FENCE LINE EAST OF THE
 GH0715'HOLZER RESIDENCE.  THE HILL IS COVERED WITH GRASS AND HAS A
 GH0715'SMALL BLUFF ON THE NORTH SIDE.
 GH0715'
 GH0715'TO REACH FROM THE STOPLIGHT ON MAIN STREET IN STILLWATER, GO
 GH0715'NORTH ON STATE HIGHWAY 40 FOR 6.2 MILES TO CROSS ROAD, THENCE
 GH0715'WEST FOR 1.7 MILES TO A GATE ON THE NORTH SIDE OF ROAD.
 GH0715'
 GH0715'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0715'BRONZE DISKS IN CONCRETE.
 GH0715'
 GH0715'AZIMUTH MARK IS 25 FEET EAST OF THIS GATE.  PASS THROUGH GATE AND
 GH0715'BEAR NORTHEAST ACROSS FIELD FOR 0.4 MILE TO TOP OF KNOLL AND
 GH0715'STATION.
 GH0715'
 GH0715'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 GH0715
 GH0715                          STATION RECOVERY (1963)
 GH0715
 GH0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0715'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GH0715'PREVIOUSLY DESCRIBED.  FOLLOWING ARE ADDITIONAL MEARSURMENTS
 GH0715'TO THE MARKS.
 GH0715'
 GH0715'STATION MARK IS 13 FEET WEST OF A FENCE AND WITNESS POST, AND
 GH0715'ON THE HIGHEST PART OF THE HILL AND ALONG A NORTH-SOUTH FENCE.
 GH0715'
 GH0715'REFERENCE MARK 1 IS 128 FEET WEST OF THE FENCE, 72 FEET NORTH
 GH0715'OF A 12 INCH TREE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GH0715'
 GH0715'REFERENCE MARK 2 IS 55 FEET SOUTH OF TWO 8 INCH TREES, 24 FEET
 GH0715'WEST OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GH0715'
 GH0715'AZIMUTH MARK IS 25.0 FEET NORTH OF THE CENTERLINE OF THE GRADED
 GH0715'ROAD, 24.5 FEET EAST OF THE CENTER OF A GATE AND 1.5 FEET NORTH
 GH0715'OF A FENCE AND WITNESS POST.
 GH0715'
 GH0715'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GH0715
 GH0715                          STATION RECOVERY (1969)
 GH0715
 GH0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 GH0715'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK
 GH0715'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GH0715'
 GH0715'AIRLINE DISTANCE AND DIRCTION FROM NEAREST TOWN- ABOUT 7
 GH0715'MILES NNW OF STILLWATER.
 GH0715
 GH0715                          STATION RECOVERY (2011)
 GH0715
 GH0715'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 GH0715'RECOVERED AS DESCRIBED. STATION IS IN GOOD SHAPE. DROVE T-POST ABOUT
 GH0715'1FT SOUTH OF MONUMENT FOR PROTECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0844 ***********************************************************************
 EM0844  DESIGNATION -  HOMA
 EM0844  PID         -  EM0844
 EM0844  STATE/COUNTY-  OK/COMANCHE
 EM0844  COUNTRY     -  US
 EM0844  USGS QUAD   -  ODETTA (2018)
 EM0844
 EM0844                         *CURRENT SURVEY CONTROL
 EM0844  ______________________________________________________________________
 EM0844* NAD 83(2011) POSITION- 34 38 17.57248(N) 098 45 25.35668(W)   ADJUSTED
 EM0844* NAD 83(2011) ELLIP HT-   396.465 (meters)        (06/27/12)   ADJUSTED
 EM0844* NAD 83(2011) EPOCH   -  2010.00
 EM0844* NAVD 88 ORTHO HEIGHT -   422.2   (meters)     1385.    (feet) VERTCON3
 EM0844  ______________________________________________________________________
 EM0844  GEOID HEIGHT    -        -25.635 (meters)                     GEOID18
 EM0844  NAD 83(2011) X  -   -799,844.373 (meters)                     COMP
 EM0844  NAD 83(2011) Y  - -5,192,426.784 (meters)                     COMP
 EM0844  NAD 83(2011) Z  -  3,605,142.730 (meters)                     COMP
 EM0844  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 EM0844
 EM0844  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0844  Standards:
 EM0844         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0844            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0844  -------------------------------------------------------------------
 EM0844  NETWORK    5.13   6.12           2.16   1.94   3.12     -0.36975329
 EM0844  -------------------------------------------------------------------
 EM0844  Click here for local accuracies and other accuracy information.
 EM0844
 EM0844.The horizontal coordinates were established by GPS observations
 EM0844.and adjusted by the National Geodetic Survey in June 2012.
 EM0844
 EM0844.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0844.been affixed to the stable North American tectonic plate. See 
 EM0844.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0844
 EM0844.The horizontal coordinates are valid at the epoch date displayed above
 EM0844.which is a decimal equivalence of Year/Month/Day.
 EM0844
 EM0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0844
 EM0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0844.GEOID18 height accuracy estimate available here.
 EM0844
 EM0844.Click photographs - Photos may exist for this station.
 EM0844
 EM0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0844
 EM0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0844
 EM0844.The ellipsoidal height was determined by GPS observations
 EM0844.and is referenced to NAD 83.
 EM0844
 EM0844. The following values were computed from the NAD 83(2011) position.
 EM0844
 EM0844;                    North         East     Units Scale Factor Converg.
 EM0844;SPC OK S     -   145,002.161   530,593.151   MT  0.99993638   -0 25 47.0
 EM0844;SPC OK S     -   475,727.92  1,740,787.70   sFT  0.99993638   -0 25 47.0
 EM0844;UTM  14      - 3,832,950.467   522,267.342   MT  0.99960611   +0 08 17.1
 EM0844
 EM0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0844!SPC OK S     -   0.99993777  x   0.99993638  =   0.99987415
 EM0844!UTM  14      -   0.99993777  x   0.99960611  =   0.99954390
 EM0844
 EM0844:                Primary Azimuth Mark                     Grid Az
 EM0844:SPC OK S     -  HOMA AZ MK                               173 35 51.6
 EM0844:UTM  14      -  HOMA AZ MK                               173 01 47.5
 EM0844
 EM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2226732950(NAD 83)
 EM0844
 EM0844|---------------------------------------------------------------------|
 EM0844| PID    Reference Object                     Distance      Geod. Az  |
 EM0844|                                                           dddmmss.s |
 EM0844| CX8326 HOMA RM 1                            15.532 METERS 01110     |
 EM0844| EM0839 CACHE MUNICIPAL TANK                APPROX.11.7 KM 0944153.3 |
 EM0844| CX8327 HOMA RM 2                            23.094 METERS 09641     |
 EM0844| EM0831 INDIAHOMA CHICKASHA COTTON STK      APPROX. 2.1 KM 1580835.4 |
 EM0844| CX8325 HOMA AZ MK                                         1731004.6 |
 EM0844|---------------------------------------------------------------------|
 EM0844
 EM0844                          SUPERSEDED SURVEY CONTROL
 EM0844
 EM0844  NAD 83(2007)-  34 38 17.57231(N)    098 45 25.35715(W) AD(2002.00) 0
 EM0844  ELLIP H (02/10/07)  396.487  (m)                       GP(2002.00)    
 EM0844  ELLIP H (06/19/02)  396.498  (m)                       GP(       ) 5 1
 EM0844  NAD 83(1993)-  34 38 17.57302(N)    098 45 25.35710(W) AD(       ) 1
 EM0844  ELLIP H (11/28/94)  396.539  (m)                       GP(       ) 5 1
 EM0844  NAD 83(1986)-  34 38 17.58051(N)    098 45 25.34133(W) AD(       ) 1
 EM0844  NAD 27      -  34 38 17.32600(N)    098 45 24.09100(W) AD(       ) 1
 EM0844  NGVD 29 (12/08/88)  422.1    (m)  RAPSU86  model used  GPS OBS        
 EM0844  NGVD 29 (07/19/86)  423.0    (m)         1388.     (f) VERT ANG       
 EM0844
 EM0844.Superseded values are not recommended for survey control.
 EM0844
 EM0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0844.See file dsdata.pdf to determine how the superseded data were derived.
 EM0844
 EM0844_MARKER: DS = TRIANGULATION STATION DISK
 EM0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0844_STAMPING: HOMA 1947
 EM0844_MARK LOGO: CGS
 EM0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0844+STABILITY: SURFACE MOTION
 EM0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0844+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM0844
 EM0844  HISTORY     - Date     Condition        Report By
 EM0844  HISTORY     - 1947     MONUMENTED       CGS
 EM0844  HISTORY     - 1961     GOOD             CGS
 EM0844  HISTORY     - 1963     GOOD             CGS
 EM0844  HISTORY     - 1964     GOOD             CGS
 EM0844  HISTORY     - 1988     GOOD             NGS
 EM0844  HISTORY     - 19991220 GOOD             LOCSUR
 EM0844  HISTORY     - 20090723 GOOD             INDIV
 EM0844
 EM0844                          STATION DESCRIPTION
 EM0844
 EM0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0844'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY ABOUT 1-1/4
 EM0844'MILES NORTH-NORTHWEST OF INDIAHOMA.  IT IS SITUATED 27 FEET
 EM0844'SOUTH FROM THE CENTER OF THE GRAVEL ROAD, 8 FEET NORTH OF AN
 EM0844'EAST-WEST FENCE LINE AND IS WITNESSED BY A 4 BY 4 INCH
 EM0844'REFERENCE POST THAT IS SET IN THE FENCE LINE.  THE DISK IS
 EM0844'STAMPED HOMA 1947 AND PROJECTS 2 INCHES.
 EM0844'
 EM0844'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE ACROSS THE
 EM0844'ROAD FROM THE STATION.  THE DISK IS STAMPED HOMA NO 2 1947
 EM0844'AND PROJECTS 2 INCHES.
 EM0844'
 EM0844'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE EAST OF THE
 EM0844'STATION.  THE DISK IS STAMPED HOMA NO 2 1947 AND PROJECTS 2 INCHES.
 EM0844'
 EM0844'THE AZIMUTH MARK IS LOCATED SOUTH-SOUTHEAST OF THE STATION,
 EM0844'30 FEET EAST OF THE CENTER OF ROAD, 3 FEET EAST OF A TELEPHONE
 EM0844'POLE AND IS WITNESSED BY A WHITE REFERENCE POST.  IT IS
 EM0844'STAMPED HOMA 1947 AND PROJECTS 2 INCHES.
 EM0844'
 EM0844'TO REACH THE STATION FROM THE MAIN INTERSECTION IN INDIAHOMA,
 EM0844'GO WEST ON U.S. HIGHWAY 62 FOR 0.25 MILE TO CROSSROADS AND
 EM0844'A MOBILGAS SERVICE STATION ON THE RIGHT, TURN RIGHT AND GO
 EM0844'NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON
 EM0844'THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO
 EM0844'CROSSROADS, TURN LEFT AND GO 0.05 MILE TO THE STATION ON THE
 EM0844'LEFT AS DESCRIBED.
 EM0844'
 EM0844'A 10 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT WICHITA IS VISIBLE AT 4 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT BAKER 1935 IS VISIBLE AT 4 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT GERONIMO USGS IS VISIBLE AT 50 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT MT SCOTT IS VISIBLE AT 37 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT CACHE IS VISIBLE AT 20 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT QUANAH IS VISIBLE AT 4 FEET.
 EM0844'
 EM0844'A 74 FOOT SIGNAL AT HOLLIDAY IS VISIBLE AT 37 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT TILLMAN IS VISIBLE AT 20 FEET.
 EM0844'
 EM0844'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 20 FEET.
 EM0844'
 EM0844'A 4 FOOT SIGNAL AT RED IS VISIBLE AT 20 FEET.
 EM0844
 EM0844                          STATION RECOVERY (1961)
 EM0844
 EM0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0844'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THERE WERE SOME
 EM0844'DIFFERENCES IN THE DISTANCES AND ANGLES TO THE MARKS, AND
 EM0844'THE SOUTH RIGHT-OF-WAY FENCE AT THE STATION HAD BEEN MOVED
 EM0844'SEVERAL FEET NORTH.  A NEW DESCRIPTION FOLLOWS.
 EM0844'
 EM0844'THE STATION IS LOCATED ABOUT 1.3 MILES NORTH-NORTHWEST OF
 EM0844'INDIAHOMA.  THE STATION MARK IS A STANDARD DISK STAMPED HOMA 1947,
 EM0844'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS
 EM0844'27 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 EM0844'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 3.2 FEET NORTHWEST
 EM0844'OF A WITNESS POST.
 EM0844'
 EM0844'RM 1 IS A STANDARD DISK STAMPED HOMA NO 1 1947, SET IN A
 EM0844'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 53.7
 EM0844'FEET NORTH OF THE WITNESS POST AND 0.5 FOOT SOUTH OF THE
 EM0844'NORTH RIGHT-OF-WAY FENCE.
 EM0844'
 EM0844'RM 2 IS A STANDARD DISK STAMPED HOMA NO 2 1947, SET IN A
 EM0844'SQUARE CONCRETE MONUMENT THAT IS FLUSH AND IS 74.6 FEET EAST
 EM0844'OF THE WITNESS POST.  IT IS IN THE PASTURE 18 FEET SOUTH
 EM0844'OF THE SOUTH RIGHT-OF-WAY FENCE.
 EM0844'
 EM0844'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOMA 1947, SET
 EM0844'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 30
 EM0844'FEET EAST OF THE CENTER OF THE ROAD, 6 FEET SOUTH OF A
 EM0844'TRANSMISSION POLE, 1.8 FEET NORTH OF A WITNESS POST AND 0.5
 EM0844'FOOT WEST OF THE FENCE, ON THE EAST SIDE OF THE ROAD.
 EM0844'
 EM0844'TO REACH FROM THE MAIN CROSSROADS IN INDIAHOMA, GO WEST ON
 EM0844'U.S. HIGHWAY 62 FOR 0.25 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT
 EM0844'AND FOLLOW THE GRAVELED ROAD NORTH FOR 0.7 MILE TO THE AZIMUTH MARK
 EM0844'ON THE RIGHT.  CONTINUE NORTH FOR 0.6 MILE TO A CROSSROAD,
 EM0844'TURN LEFT, GO THROUGH THE WIRE GATE AND FOLLOW THE SECTION-LINE
 EM0844'ROAD WEST FOR 0.05 MILE TO THE TOP OF THE GRADE AND THE
 EM0844'STATION ON THE LEFT.
 EM0844
 EM0844                          STATION RECOVERY (1963)
 EM0844
 EM0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0844'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EM0844'
 EM0844'THE STATION IS LOCATED 1-1/2 MILES NORTH AND 0.3 MILE WEST OF
 EM0844'INDIAHOMA, NEAR THE NORTHEAST CORNER OF SEC. 14, T 2 N, R 14 W.
 EM0844'THE STATION MARK IS A STANDARD DISK STAMPED HOMA 1947 AND SET
 EM0844'IN THE TOP OF A 12 X 12 INCH CONCRETE POST, PROJECTING ABOUT 3
 EM0844'INCHES.  IT IS 35.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 EM0844'SECTION LINE ROAD, 21.0 FEET SOUTH OF A FENCE LINE AND 3.2
 EM0844'FEET NORTHWEST OF A STEEL WITNESS POST.
 EM0844'
 EM0844'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, A STANDARD DISK
 EM0844'STAMPED HOMA NO 1 1947 AND SET IN THE TOP OF A CONCRETE POST
 EM0844'ABOUT FLUSH WITH SURFACE OF THE GROUND.  IT IS 0.5 FOOT SOUTH OF
 EM0844'THE FENCE LINE ON THE NORTH SIDE OF THE SECTION LINE ROAD, 53.7
 EM0844'FEET NORTH OF A STEEL WITNESS POST.
 EM0844'
 EM0844'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 74.6 FEET EAST
 EM0844'OF A STEEL WITNESS POST AND 29.5 FEET SOUTH OF THE SOUTH
 EM0844'RIGHT-OF-WAY FENCE, S STANDARD DISK STAMPED HOMA NO 2 1947 AND
 EM0844'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH SURFACE
 EM0844'OF THE GROUND.
 EM0844'
 EM0844'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, ABOUT
 EM0844'100 YARDS NORTHEAST OF A FARM HOUSE, 27.0 FEET EAST OF THE
 EM0844'CENTER OF THE ROAD, 2.8 FEET NORTH OF A WITNESS POST, 0.5 FOOT
 EM0844'WEST OF THE FENCE LINE AND 119.0 FEET NORTH OF A TELEPHONE
 EM0844'POLE.  IT IS A STANDARD DISK STAMPED HOMA 1947 AND SET IN THE
 EM0844'TOP OF A 12 X 12 INCH CONCRETE POST AND PROJECTS ABOUT 1 INCH
 EM0844'ABOVE THE SURFACE OF THE GROUND.
 EM0844'
 EM0844'TO REACH FROM THE MAIN CROSS ROAD IN INDIAHOMA, ABOUT 1/2 BLOCK
 EM0844'NORTH OF THE POST OFFICE, GO WEST ON U.S. HIGHWAY 62 FOR 0.3
 EM0844'MILE TO A CROSS ROAD, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 EM0844'CROSSING RAILROAD, CONTINUE NORTH FOR 0.3 MILE TO THE AZIMUTH
 EM0844'MARK ON THE RIGHT, EAST SIDE OF THE ROAD, CONTINUE NORTH FOR 0.6
 EM0844'MILE TO THE EAST-WEST SECTION LINE ROAD AND THE STATION 0.05
 EM0844'MILE WEST ON THE SOUTH SIDE OF THE EAST-WEST SECTION LINE ROAD.
 EM0844
 EM0844                          STATION RECOVERY (1964)
 EM0844
 EM0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0844'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY ABOUT 1-1/4
 EM0844'MILES NORTH NORTHWEST OF INDIAHOMA.  TO REACH STATION FROM
 EM0844'INTERSECTION OF BOUNDARY ROAD AND U.S. HIGHWAY NO 62 IN INDIAHOMA,
 EM0844'GO NORTH 1.4 MILES ON BOUNDARY ROAD TO THE SOUTHWEST CORNER OF THE
 EM0844'FORT SILL MILITARY RESERVATION, WHICH IS THE INTERSECTION OF TWO
 EM0844'ROADS.  PROCEED WEST FOR 110 METERS ON DIRT ROAD.  THE STATION
 EM0844'IS 9 METERS SOUTH OF THE CENTERLINE OF THE ROAD AND 2 METERS
 EM0844'SOUTH OF THE FENCE AMONG SOME SMALL TREES.  REFERENCE POST
 EM0844'HAS BEEN DESTROYED.  THE DISK IS STAMPED HOMA 1947, AND IS
 EM0844'SET IN A CONCRETE POST PROJECTING 3 INCHES.
 EM0844'
 EM0844'REFERENCE MARK NO 1 IS ACROSS THE ROAD, AND HAS HAD ABOUT 18 INCHES
 EM0844'OF THE CONCRETE POST EXPOSED BY A ROAD GRADER.  THE DISK IS STAMPED
 EM0844'HOMA NO 1, 1947.
 EM0844'
 EM0844'REFERENCE MARK NO 2 IS SET ABOUT 3 METERS SOUTH OF THE FENCE LINE
 EM0844'IN A PASTURE.  THE DISK IS STAMPED HOMA NO 2, 1947 AND PROJECTS
 EM0844'ABOUT 2 INCHES.
 EM0844'
 EM0844'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE SOUTHWEST CORNER OF THE
 EM0844'FORT SILL MILITARY RESERVATION.  IT IS 10 METERS EAST OF THE CENTER
 EM0844'OF THE ROAD, 1 METER EAST OF A TELEPHONE POLE.  THE WITNESS
 EM0844'POST IS GONE.  THE DISK IS STAMPED HOMA 1947 AND PROJECTS
 EM0844'ABOUT 1 INCH.
 EM0844
 EM0844                          STATION RECOVERY (1988)
 EM0844
 EM0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0844'THE STATION WAS RECOVERED AT THIS DATE.
 EM0844'HOMA RM 2 WAS LOCATED AT THIS TIME BUT NOT DESCRIBED.  BE IT ALSO
 EM0844'NOTED THAT THE THERE HAS BEEN AN RM 3 SET.  THIS WAS DONE BY ARMY
 EM0844'PERSONNEL.
 EM0844'
 EM0844'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI)
 EM0844'NORTH OF INDIAHOMA, 0.8 KM (0.5 MI) WEST OF POST OAK ROAD AND ON
 EM0844'ROAD RIGHT-OF-WAY.
 EM0844'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION, OKLAHOMA CITY,
 EM0844'OK, PHONE 405-521-2554.
 EM0844'
 EM0844'TO REACH THE STATION FROM THE INTERSECTION OF OLD US HIGHWAY 62 AND
 EM0844'POST OAK ROAD IN INDIAHOMA, AT A PHILLIPS 66 GAS STATION, GO NORTH
 EM0844'ON POST OAK ROAD FOR 1.2 KM (0.75 MI) TO NEW US HIGHWAY 62.
 EM0844'CONTINUE NORTH FOR 0.8 KM (0.5 MI) TO A DIRT CROSSROAD.  TURN LEFT
 EM0844'AND GO WEST ON DIRT ROAD FOR ABOUT 100 METERS (328.0 FT) TO THE
 EM0844'STATION ON THE LEFT.
 EM0844'
 EM0844'THE STATION MARK IS A STANDARD CGS DISK STAMPED---HOMA 1947---, SET
 EM0844'IN THE TOP OF A SQUARE CONCRETE POST 25 CM ACROSS AND PROJECTING 3
 EM0844'INCHES ABOVE THE GROUND SURFACE.  LOCATED 9.0 METERS (29.5 FT)
 EM0844'SOUTH FROM CENTER OF DIRT ROAD, 23.1 METERS (75.8 FT) WEST FROM RM
 EM0844'2, 14.7 METERS (48.3 FT) SOUTH OF NEW RM 3 AND 1.4 METERS (4.5 FT)
 EM0844'NORTH FROM A FIBERGLASS WITNESS POST.
 EM0844'
 EM0844'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0844'
 EM0844'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0844'
 EM0844'DESCRIBED BY D.A. BOWLING.
 EM0844
 EM0844                          STATION RECOVERY (1999)
 EM0844
 EM0844'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0844'RECOVERED IN GOOD CONDITION.  USED IN LAWTON 2000 MONUMENTATION
 EM0844'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0844'NO OBSTRUCTIONS.
 EM0844
 EM0844                          STATION RECOVERY (2009)
 EM0844
 EM0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0844'MARK AND RM 2 RECOVERED. COULD NOT LOCATE AZ OR RM1
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0983 ***********************************************************************
 GH0983  DESIGNATION -  HOME
 GH0983  PID         -  GH0983
 GH0983  STATE/COUNTY-  OK/PAYNE
 GH0983  COUNTRY     -  US
 GH0983  USGS QUAD   -  RIPLEY (2018)
 GH0983
 GH0983                         *CURRENT SURVEY CONTROL
 GH0983  ______________________________________________________________________
 GH0983* NAD 83(1993) POSITION- 36 06 59.04323(N) 096 59 52.99015(W)   ADJUSTED
 GH0983* NAVD 88 ORTHO HEIGHT -   282.95  (+/-2cm)      928.3   (feet) VERTCON3
 GH0983  ______________________________________________________________________
 GH0983  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GH0983  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GH0983  HORZ ORDER      -  SECOND
 GH0983  VERT ORDER      -  THIRD ? (See Below)
 GH0983
 GH0983.The horizontal coordinates were established by classical geodetic methods
 GH0983.and adjusted by the National Geodetic Survey in November 1994.
 GH0983
 GH0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0983
 GH0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0983.GEOID18 height accuracy estimate available here.
 GH0983
 GH0983.The vertical order pertains to the NGVD 29 superseded value.
 GH0983
 GH0983.Click photographs - Photos may exist for this station.
 GH0983
 GH0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0983
 GH0983. The following values were computed from the NAD 83(1993) position.
 GH0983
 GH0983;                    North         East     Units Scale Factor Converg.
 GH0983;SPC OK N     -   124,333.187   690,199.818   MT  0.99994580   +0 35 28.7
 GH0983;SPC OK N     -   407,916.46  2,264,430.57   sFT  0.99994580   +0 35 28.7
 GH0983;UTM  14      - 3,998,714.941   680,176.503   MT  1.00000001   +1 10 49.2
 GH0983
 GH0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0983!SPC OK N     -   0.99996002  x   0.99994580  =   0.99990582
 GH0983!UTM  14      -   0.99996002  x   1.00000001  =   0.99996003
 GH0983
 GH0983:                Primary Azimuth Mark                     Grid Az
 GH0983:SPC OK N     -  HOME AZ MK                               265 22 08.5
 GH0983:UTM  14      -  HOME AZ MK                               264 46 48.0
 GH0983
 GH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8017698714(NAD 83)
 GH0983
 GH0983|---------------------------------------------------------------------|
 GH0983| PID    Reference Object                     Distance      Geod. Az  |
 GH0983|                                                           dddmmss.s |
 GH0983| CI1664 HOME RM 1                            18.100 METERS 08643     |
 GH0983| GH0982 TT 19 Y                               6.054 METERS 17929     |
 GH0983| GH0720 STILLWATER MUNICIPAL TANK           APPROX. 5.4 KM 2654727.0 |
 GH0983| CI1663 HOME AZ MK                                         2655737.2 |
 GH0983| GH0719 STILLWATER LT PWR PLT CONC STK      APPROX. 5.1 KM 2715435.1 |
 GH0983| GH0716 STILLWATER OK A AND M COLL TK       APPROX. 7.2 KM 2722554.5 |
 GH0983| GH0718 STILLWATER OK A AND M PWR STK       APPROX. 6.4 KM 2753658.3 |
 GH0983|---------------------------------------------------------------------|
 GH0983
 GH0983                          SUPERSEDED SURVEY CONTROL
 GH0983
 GH0983  NAD 83(1986)-  36 06 59.05388(N)    096 59 52.97421(W) AD(       ) 2
 GH0983  NAD 27      -  36 06 58.86400(N)    096 59 51.85700(W) AD(       ) 2
 GH0983  NGVD 29             282.84   (m)          928.0    (f) LEVELING    3  
 GH0983
 GH0983.Superseded values are not recommended for survey control.
 GH0983
 GH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0983.See file dsdata.pdf to determine how the superseded data were derived.
 GH0983
 GH0983_MARKER: DS = TRIANGULATION STATION DISK
 GH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0983_STAMPING: HOME 1938
 GH0983_MARK LOGO: CGS
 GH0983_PROJECTION: PROJECTING 8 CENTIMETERS
 GH0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0983+STABILITY: SURFACE MOTION
 GH0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0983+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2019
 GH0983
 GH0983  HISTORY     - Date     Condition        Report By
 GH0983  HISTORY     - 1938     MONUMENTED       CGS
 GH0983  HISTORY     - 1943     GOOD             SSC
 GH0983  HISTORY     - 20061102 GOOD             AIRDAT
 GH0983  HISTORY     - 20130117 GOOD             INDIV
 GH0983  HISTORY     - 20191122 GOOD             MCA
 GH0983
 GH0983                          STATION DESCRIPTION
 GH0983
 GH0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0983'STATION IS LOCATED ABOUT 3.5 MILES EAST OF STILLWATER IN THE
 GH0983'NORTHEAST CORNER OF ROAD INTERSECTION, 57 FEET NORTH OF THE
 GH0983'CENTER LINE OF STATE HIGHWAY 51 AND 66.7 FEET SOUTHEAST OF
 GH0983'THE SOUTHEAST CORNER OF A METAL GRANARY.
 GH0983'
 GH0983'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0983'BRONZE DISKS IN CONCRETE.
 GH0983'
 GH0983'AZIMUTH MARK IS 0.3 MILE WEST ON THE SOUTH SIDE OF STATE HIGHWAY
 GH0983'51.
 GH0983'
 GH0983'THE U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION
 GH0983'WAS USED AS A REFERENCE MARK.  IT IS A COPPER DISK SET IN
 GH0983'A CONCRETE POST, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND
 GH0983'STAMPED SS TT 19Y.
 GH0983'
 GH0983'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH0983
 GH0983                          STATION RECOVERY (1943)
 GH0983
 GH0983'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1943
 GH0983'REFERENCE MARK 1 IS IN GOOD CONDITION.
 GH0983
 GH0983                          STATION RECOVERY (2006)
 GH0983
 GH0983'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GH0983'RECOVERED AS DESCRIBED.
 GH0983
 GH0983                          STATION RECOVERY (2013)
 GH0983
 GH0983'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 GH0983'RECOVERED IN GOOD CONDITION.
 GH0983
 GH0983                          STATION RECOVERY (2019)
 GH0983
 GH0983'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0557 ***********************************************************************
 GJ0557  DESIGNATION -  HOMESTEAD FARMERS CO OP ELEV
 GJ0557  PID         -  GJ0557
 GJ0557  STATE/COUNTY-  OK/BLAINE
 GJ0557  COUNTRY     -  US
 GJ0557  USGS QUAD   -  HOMESTEAD (2018)
 GJ0557
 GJ0557                         *CURRENT SURVEY CONTROL
 GJ0557  ______________________________________________________________________
 GJ0557* NAD 83(1993) POSITION- 36 08 58.12988(N) 098 23 15.35030(W)   ADJUSTED
 GJ0557  ______________________________________________________________________
 GJ0557  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 GJ0557  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 GJ0557  HORZ ORDER      -  THIRD
 GJ0557
 GJ0557.The horizontal coordinates were established by classical geodetic methods
 GJ0557.and adjusted by the National Geodetic Survey in November 1994.
 GJ0557
 GJ0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0557.GEOID18 height accuracy estimate available here.
 GJ0557
 GJ0557.Click photographs - Photos may exist for this station.
 GJ0557
 GJ0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0557
 GJ0557. The following values were computed from the NAD 83(1993) position.
 GJ0557
 GJ0557;                    North         East     Units Scale Factor Converg.
 GJ0557;SPC OK N     -   127,607.736   565,120.863   MT  0.99994546   -0 13 43.5
 GJ0557;SPC OK N     -   418,659.71  1,854,067.36   sFT  0.99994546   -0 13 43.5
 GJ0557;UTM  14      - 4,000,701.913   555,090.371   MT  0.99963739   +0 21 40.5
 GJ0557
 GJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5509000701(NAD 83)
 GJ0557
 GJ0557                          SUPERSEDED SURVEY CONTROL
 GJ0557
 GJ0557  NAD 83(1986)-  36 08 58.13471(N)    098 23 15.33494(W) AD(       ) 3
 GJ0557  NAD 27      -  36 08 58.01763(N)    098 23 14.07703(W) AD(       ) 3
 GJ0557
 GJ0557.Superseded values are not recommended for survey control.
 GJ0557
 GJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0557.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0557
 GJ0557_MARKER: 65 = GRAIN ELEVATOR
 GJ0557
 GJ0557  HISTORY     - Date     Condition        Report By
 GJ0557  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0557
 GJ0557                          STATION DESCRIPTION
 GJ0557
 GJ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0557'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A 120 FOOT
 GJ0557'HIGH ELEVATOR, LOCATED ABOUT 300 FEET EAST OF THE HOMESTEAD RAILROAD
 GJ0557'SIDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0095 ***********************************************************************
 GH0095  DESIGNATION -  HOMINY
 GH0095  PID         -  GH0095
 GH0095  STATE/COUNTY-  OK/OSAGE
 GH0095  COUNTRY     -  US
 GH0095  USGS QUAD   -  HOMINY (2018)
 GH0095
 GH0095                         *CURRENT SURVEY CONTROL
 GH0095  ______________________________________________________________________
 GH0095* NAD 83(1986) POSITION- 36 24 54.     (N) 096 23 43.     (W)   SCALED
 GH0095* NAVD 88 ORTHO HEIGHT -   241.484 (meters)      792.27  (feet) ADJUSTED
 GH0095  ______________________________________________________________________
 GH0095  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 GH0095  DYNAMIC HEIGHT  -        241.282 (meters)      791.61  (feet) COMP
 GH0095  MODELED GRAVITY -    979,788.9   (mgal)                       NAVD 88
 GH0095
 GH0095  VERT ORDER      -  SECOND    CLASS 0
 GH0095
 GH0095.The horizontal coordinates were scaled from a map and have
 GH0095.an estimated accuracy of +/- 6 seconds.
 GH0095
 GH0095.The orthometric height was determined by differential leveling and
 GH0095.adjusted by the NATIONAL GEODETIC SURVEY
 GH0095.in June 1991.
 GH0095
 GH0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0095.GEOID18 height accuracy estimate available here.
 GH0095
 GH0095.Click photographs - Photos may exist for this station.
 GH0095
 GH0095.The dynamic height is computed by dividing the NAVD 88
 GH0095.geopotential number by the normal gravity value computed on the
 GH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0095.degrees latitude (g = 980.6199 gals.).
 GH0095
 GH0095.The modeled gravity was interpolated from observed gravity values.
 GH0095
 GH0095;                    North         East    Units  Estimated Accuracy
 GH0095;SPC OK N     -   158,190.      743,910.      MT  (+/- 180 meters Scaled)
 GH0095
 GH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF335331(NAD 83)
 GH0095
 GH0095                          SUPERSEDED SURVEY CONTROL
 GH0095
 GH0095  NGVD 29 (??/??/92)  241.384  (m)          791.94   (f) ADJ UNCH    2 0
 GH0095
 GH0095.Superseded values are not recommended for survey control.
 GH0095
 GH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0095.See file dsdata.pdf to determine how the superseded data were derived.
 GH0095
 GH0095_MARKER: DB = BENCH MARK DISK
 GH0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0095_SP_SET: BUILDING
 GH0095_STAMPING: HOMINY 1934
 GH0095_MARK LOGO: CGS
 GH0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0095
 GH0095  HISTORY     - Date     Condition        Report By
 GH0095  HISTORY     - 1934     MONUMENTED       CGS
 GH0095  HISTORY     - 1940     GOOD             CGS
 GH0095
 GH0095                          STATION DESCRIPTION
 GH0095
 GH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GH0095'AT HOMINY.
 GH0095'AT HOMINY, OSAGE COUNTY, AT THE CITY HALL, IN THE FACE OF THE
 GH0095'EAST BRICKWALL, 50 FEET WEST OF THE CENTERLINE OF REGAN STREET,
 GH0095'7.8 FEET SOUTH OF THE CENTER OF THE FRONT ENTRANCE TO THE
 GH0095'POLICE DEPARTMENT, 1 FOOT NORTH OF THE SOUTHEAST CORNER OF
 GH0095'THE CITY HALL, AND 4.1 FEET ABOVE THE SIDEWALK.  A STANDARD
 GH0095'DISK, STAMPED HOMINY 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1051 ***********************************************************************
 GH1051  CBN         -  This is a Cooperative Base Network Control Station.
 GH1051  DESIGNATION -  HOMINY
 GH1051  PID         -  GH1051
 GH1051  STATE/COUNTY-  OK/OSAGE
 GH1051  COUNTRY     -  US
 GH1051  USGS QUAD   -  HOMINY (2018)
 GH1051
 GH1051                         *CURRENT SURVEY CONTROL
 GH1051  ______________________________________________________________________
 GH1051* NAD 83(2011) POSITION- 36 26 18.82246(N) 096 23 21.87976(W)   ADJUSTED
 GH1051* NAD 83(2011) ELLIP HT-   224.854 (meters)        (06/27/12)   ADJUSTED
 GH1051* NAD 83(2011) EPOCH   -  2010.00
 GH1051* NAVD 88 ORTHO HEIGHT -   253.2   (meters)      831.    (feet) GPS OBS
 GH1051  ______________________________________________________________________
 GH1051  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH1051  GEOID HEIGHT    -        -28.259 (meters)                     GEOID96
 GH1051  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GH1051  NAD 83(2011) X  -   -571,719.750 (meters)                     COMP
 GH1051  NAD 83(2011) Y  - -5,105,514.094 (meters)                     COMP
 GH1051  NAD 83(2011) Z  -  3,767,585.508 (meters)                     COMP
 GH1051  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 GH1051
 GH1051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1051  Standards:
 GH1051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1051  -------------------------------------------------------------------
 GH1051  NETWORK    2.03   3.59           0.94   0.68   1.83      0.04123933
 GH1051  -------------------------------------------------------------------
 GH1051  Click here for local accuracies and other accuracy information.
 GH1051
 GH1051.The horizontal coordinates were established by GPS observations
 GH1051.and adjusted by the National Geodetic Survey in June 2012.
 GH1051
 GH1051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1051.been affixed to the stable North American tectonic plate. See 
 GH1051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1051
 GH1051.The horizontal coordinates are valid at the epoch date displayed above
 GH1051.which is a decimal equivalence of Year/Month/Day.
 GH1051
 GH1051.The orthometric height was determined by GPS observations and a
 GH1051.high-resolution geoid model.
 GH1051
 GH1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1051.GEOID18 height accuracy estimate available here.
 GH1051
 GH1051.Click photographs - Photos may exist for this station.
 GH1051
 GH1051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1051
 GH1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1051
 GH1051.The ellipsoidal height was determined by GPS observations
 GH1051.and is referenced to NAD 83.
 GH1051
 GH1051. The following values were computed from the NAD 83(2011) position.
 GH1051
 GH1051;                    North         East     Units Scale Factor Converg.
 GH1051;SPC OK N     -   160,811.943   744,395.454   MT  0.99995657   +0 57 01.7
 GH1051;SPC OK N     -   527,597.18  2,442,237.42   sFT  0.99995657   +0 57 01.7
 GH1051;UTM  14      - 4,035,760.781   734,000.596   MT  1.00027468   +1 33 04.6
 GH1051
 GH1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1051!SPC OK N     -   0.99996471  x   0.99995657  =   0.99992128
 GH1051!UTM  14      -   0.99996471  x   1.00027468  =   1.00023938
 GH1051
 GH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3400035760(NAD 83)
 GH1051
 GH1051                          SUPERSEDED SURVEY CONTROL
 GH1051
 GH1051  NAD 83(2007)-  36 26 18.82248(N)    096 23 21.88041(W) AD(2002.00) 0
 GH1051  ELLIP H (02/10/07)  224.870  (m)                       GP(2002.00)    
 GH1051  ELLIP H (04/16/01)  224.867  (m)                       GP(       ) 4 2
 GH1051  NAD 83(1993)-  36 26 18.82236(N)    096 23 21.88019(W) AD(       ) B
 GH1051  ELLIP H (05/09/94)  224.934  (m)                       GP(       ) 4 2
 GH1051  NAVD 88 (01/13/95)  253.2    (m)  UNKNOWN  model used  GPS OBS        
 GH1051  NAVD 88 (05/09/94)  253.2    (m)  GEOID93  model used  GPS OBS        
 GH1051
 GH1051.Superseded values are not recommended for survey control.
 GH1051
 GH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1051.See file dsdata.pdf to determine how the superseded data were derived.
 GH1051
 GH1051_MARKER: DH = HORIZONTAL CONTROL DISK
 GH1051_SETTING: 66 = SET IN ROCK OUTCROP
 GH1051_STAMPING: HOMINY 1993
 GH1051_MARK LOGO: NGS
 GH1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1051+STABILITY: POSITION/ELEVATION WELL
 GH1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1051+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2012
 GH1051
 GH1051  HISTORY     - Date     Condition        Report By
 GH1051  HISTORY     - 1993     MONUMENTED       NGS
 GH1051  HISTORY     - 20121120 GOOD             INDIV
 GH1051
 GH1051                          STATION DESCRIPTION
 GH1051
 GH1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1051'STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF HOMINY, ADJACENT TO
 GH1051'THE SOUTHEAST CORNER OF THE HOMINY MUNICIPAL AIRPORT, 310 M
 GH1051'(1017.1 FT) SOUTH OF THE BEACON TOWER, ALONG STATE HIGHWAY 99, ON THE
 GH1051'RIGHT-OF-WAY, IN A WIDE MOWED AREA AT AN OLD ENTRANCE ROAD TO THE
 GH1051'AIRPORT, IN EAST CENTRAL SECTION 19, T 23 N, R 9 E.
 GH1051'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GH1051'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 99 ON THE EAST
 GH1051'SIDE OF HOMINY, GO NORTH ON HIGHWAY 99 FOR 2.18 KM (1.35 MI) TO A
 GH1051'PAVED CROSSROAD AT CEMETERY ON THE LEFT.  CONTINUE AHEAD FOR 0.51 KM
 GH1051'(0.30 MI) TO TOP OF RISE AND AN OLD ROAD RIGHT AND STATION ON THE
 GH1051'RIGHT.
 GH1051'STATION MARK IS SET FLUSH IN A DRILL HOLE IN AN 0.5 M (1.6 FT) X 1.1 M
 GH1051'(3.6 FT) FLAT OUTCROP PROJECTING 1 CM ABOVE GROUND.  IT IS 29.3 M
 GH1051'(96.1 FT) EAST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER,
 GH1051'6.2 M (20.3 FT) WEST OF A STEEL WITNESS POST IN A WIRE FENCE, 9.7 M
 GH1051'(31.8 FT) NORTHWEST OF THE SOUTH END OF THE FENCE, 20.0 M (65.6 FT)
 GH1051'SOUTH OF THE CENTER OF THE OLD ENTRANCE, 17.7 M (58.1 FT) SOUTHWEST OF
 GH1051'A FIBERGLASS WITNESS POST AT THE SOUTH CABLE GATEPOST AT THE
 GH1051'ENTRANCE, AND 60.3 M (197.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 GH1051'CORNER OF A LARGE METAL BUILDING.
 GH1051
 GH1051                          STATION RECOVERY (2012)
 GH1051
 GH1051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 GH1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0946 ***********************************************************************
 EK0946  DESIGNATION -  HONOBIA
 EK0946  PID         -  EK0946
 EK0946  STATE/COUNTY-  OK/PUSHMATAHA
 EK0946  COUNTRY     -  US
 EK0946  USGS QUAD   -  HONOBIA (2019)
 EK0946
 EK0946                         *CURRENT SURVEY CONTROL
 EK0946  ______________________________________________________________________
 EK0946* NAD 83(1993) POSITION- 34 33 42.44016(N) 094 58 38.32569(W)   ADJUSTED
 EK0946* NAVD 88 ORTHO HEIGHT -   558.79  (+/-2cm)     1833.3   (feet) VERTCON3
 EK0946  ______________________________________________________________________
 EK0946  GEOID HEIGHT    -        -31.450 (meters)                     GEOID18
 EK0946  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 EK0946  HORZ ORDER      -  SECOND
 EK0946  VERT ORDER      -  THIRD ? (See Below)
 EK0946
 EK0946.The horizontal coordinates were established by classical geodetic methods
 EK0946.and adjusted by the National Geodetic Survey in November 1994.
 EK0946
 EK0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0946
 EK0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0946.GEOID18 height accuracy estimate available here.
 EK0946
 EK0946.The vertical order pertains to the NGVD 29 superseded value.
 EK0946
 EK0946.Click photographs - Photos may exist for this station.
 EK0946
 EK0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0946
 EK0946. The following values were computed from the NAD 83(1993) position.
 EK0946
 EK0946;                    North         East     Units Scale Factor Converg.
 EK0946;SPC OK S     -   140,417.072   877,339.367   MT  0.99993602   +1 42 56.6
 EK0946;SPC OK S     -   460,685.01  2,878,404.24   sFT  0.99993602   +1 42 56.6
 EK0946;UTM  15      - 3,826,225.018   318,597.373   MT  1.00000562   -1 07 19.3
 EK0946
 EK0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0946!SPC OK S     -   0.99991723  x   0.99993602  =   0.99985325
 EK0946!UTM  15      -   0.99991723  x   1.00000562  =   0.99992285
 EK0946
 EK0946:                Primary Azimuth Mark                     Grid Az
 EK0946:SPC OK S     -  FLASHMAN LOOKOUT TOWER                   196 17 28.7
 EK0946:UTM  15      -  FLASHMAN LOOKOUT TOWER                   199 07 44.6
 EK0946
 EK0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1859726225(NAD 83)
 EK0946
 EK0946|---------------------------------------------------------------------|
 EK0946| PID    Reference Object                     Distance      Geod. Az  |
 EK0946|                                                           dddmmss.s |
 EK0946| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.16.8 KM 0643414.6 |
 EK0946| CX6493 HONOBIA RM 1                         21.029 METERS 17109     |
 EK0946| EK0963 FLASHMAN LOOKOUT TOWER              APPROX. 9.6 KM 1980025.3 |
 EK0946| CX6492 HONOBIA AZ MK                                      2570916.1 |
 EK0946| CX6494 HONOBIA RM 2                          9.720 METERS 26949     |
 EK0946|---------------------------------------------------------------------|
 EK0946
 EK0946                          SUPERSEDED SURVEY CONTROL
 EK0946
 EK0946  NAD 83(1986)-  34 33 42.44256(N)    094 58 38.31501(W) AD(       ) 2
 EK0946  NAD 27      -  34 33 42.07700(N)    094 58 37.48100(W) AD(       ) 2
 EK0946  NGVD 29             558.68   (m)         1832.9    (f) LEVELING    3  
 EK0946
 EK0946.Superseded values are not recommended for survey control.
 EK0946
 EK0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0946.See file dsdata.pdf to determine how the superseded data were derived.
 EK0946
 EK0946_MARKER: DS = TRIANGULATION STATION DISK
 EK0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0946_STAMPING: HONOBIA 1952
 EK0946_MARK LOGO: CGS
 EK0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0946+STABILITY: SURFACE MOTION
 EK0946
 EK0946  HISTORY     - Date     Condition        Report By
 EK0946  HISTORY     - 1952     MONUMENTED       CGS
 EK0946  HISTORY     - 1983     GOOD             OKDH
 EK0946
 EK0946                          STATION DESCRIPTION
 EK0946
 EK0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0946'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF THE
 EK0946'SMALL TOWN OF HONOBIA, ON THE NORTH RIGHT-OF-WAY OF THE
 EK0946'OLD INDIAN HIGHWAY.  IT IS 30 FEET NORTH OF THE CENTER OF
 EK0946'THE HIGHWAY AND 40 FEET EAST OF A 12 INCH TRIANGLE-BLAZED
 EK0946'OAK TREE.  THE BOULDER PROJECTS 4 INCHES AND THE DISK IS
 EK0946'STAMPED HONOBIA 1952.
 EK0946'
 EK0946'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE CENTER OF THE
 EK0946'HIGHWAY.  THE BOULDER IS FLUSH WITH THE SURFACE OF THE GROUND
 EK0946'AND THE DISK IS STAMPED HONOBIA NO 1 1952.
 EK0946'
 EK0946'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE
 EK0946'HIGHWAY AND 12 EAST-NORTHEAST OF THE 12 INCH TRIANGLE BLAZED
 EK0946'OAK TREE.  THE BOULDER IS FLUSH WITH THE SURFACE OF THE
 EK0946'GROUND AND THE DISK IS STAMPED HONOBIA NO 2 1952.
 EK0946'
 EK0946'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF THE OLD
 EK0946'INDIAN HIGHWAY AND 4 FEET SOUTH OF A WITNESS POST.  THE MARK
 EK0946'PROJECTS 1 INCH AND THE DISK IS STAMPED HONOBIA 1952.
 EK0946'
 EK0946'TO REACH THE STATION FROM THE POST OFFICE IN HONOBIA, GO
 EK0946'NORTHWEST ON THE NEW INDIAN HIGHWAY FOR 3.4 MILES TO A SIDE
 EK0946'ROAD RIGHT, THIS IS THE OLD INDIAN HIGHWAY, TURN RIGHT AND
 EK0946'GO NORTHEAST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EK0946'CONTINUE ON NORTHEAST FOR 0.15 MILE TO THE STATION ON THE LEFT.
 EK0946'
 EK0946'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0946
 EK0946                          STATION RECOVERY (1983)
 EK0946
 EK0946'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0946'HONOBIA FOUND GOOD.
 EK0946'HONOBIA NO. 1 FOUND GOOD.
 EK0946'HONOBIA NO. 2 FOUND GOOD.
 EK0946'
 EK0946'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 3.5 MILES NORTHWEST
 EK0946'OF HONOBIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0251 ***********************************************************************
 GK0251  DESIGNATION -  HOOKER
 GK0251  PID         -  GK0251
 GK0251  STATE/COUNTY-  OK/TEXAS
 GK0251  COUNTRY     -  US
 GK0251  USGS QUAD   -  HOOKER (2018)
 GK0251
 GK0251                         *CURRENT SURVEY CONTROL
 GK0251  ______________________________________________________________________
 GK0251* NAD 83(1986) POSITION- 36 51 37.     (N) 101 12 47.     (W)   SCALED
 GK0251* NAVD 88 ORTHO HEIGHT -   910.059 (meters)     2985.75  (feet) ADJUSTED
 GK0251  ______________________________________________________________________
 GK0251  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 GK0251  DYNAMIC HEIGHT  -        909.140 (meters)     2982.74  (feet) COMP
 GK0251  MODELED GRAVITY -    979,591.3   (mgal)                       NAVD 88
 GK0251
 GK0251  VERT ORDER      -  FIRST     CLASS II
 GK0251
 GK0251.The horizontal coordinates were scaled from a map and have
 GK0251.an estimated accuracy of +/- 6 seconds.
 GK0251
 GK0251.The orthometric height was determined by differential leveling and
 GK0251.adjusted by the NATIONAL GEODETIC SURVEY
 GK0251.in June 1991.
 GK0251
 GK0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0251.GEOID18 height accuracy estimate available here.
 GK0251
 GK0251.Click photographs - Photos may exist for this station.
 GK0251
 GK0251.The dynamic height is computed by dividing the NAVD 88
 GK0251.geopotential number by the normal gravity value computed on the
 GK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0251.degrees latitude (g = 980.6199 gals.).
 GK0251
 GK0251.The modeled gravity was interpolated from observed gravity values.
 GK0251
 GK0251;                    North         East    Units  Estimated Accuracy
 GK0251;SPC OK N     -   211,150.      313,530.      MT  (+/- 180 meters Scaled)
 GK0251
 GK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF027816(NAD 83)
 GK0251
 GK0251                          SUPERSEDED SURVEY CONTROL
 GK0251
 GK0251  NGVD 29 (??/??/92)  909.644  (m)         2984.39   (f) ADJ UNCH    1 2
 GK0251
 GK0251.Superseded values are not recommended for survey control.
 GK0251
 GK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0251.See file dsdata.pdf to determine how the superseded data were derived.
 GK0251
 GK0251_MARKER: DB = BENCH MARK DISK
 GK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0251_STAMPING: HOOKER 1933
 GK0251_MARK LOGO: CGS
 GK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0251+STABILITY: SURFACE MOTION
 GK0251
 GK0251  HISTORY     - Date     Condition        Report By
 GK0251  HISTORY     - 1933     MONUMENTED       CGS
 GK0251  HISTORY     - 1965     GOOD             USGS
 GK0251
 GK0251                          STATION DESCRIPTION
 GK0251
 GK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0251'IN HOOKER.
 GK0251'AT THE FIRST NATIONAL BANK.  MAIN AND BROADWAY STREETS.  SET IN
 GK0251'CONCRETE POST, BETWEEN CURB AND SIDEWALK, 10 FEET SOUTH EAST OF THE
 GK0251'SOUTH WEST SIDE OF THE FRONT ENTRANCE.  NOTE-- NOW IN SIDEWALK.
 GK0251
 GK0251                          STATION RECOVERY (1965)
 GK0251
 GK0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1139 ***********************************************************************
 FJ1139  DESIGNATION -  HOPE
 FJ1139  PID         -  FJ1139
 FJ1139  STATE/COUNTY-  OK/KINGFISHER
 FJ1139  COUNTRY     -  US
 FJ1139  USGS QUAD   -  KINGFISHER NE (2018)
 FJ1139
 FJ1139                         *CURRENT SURVEY CONTROL
 FJ1139  ______________________________________________________________________
 FJ1139* NAD 83(1993) POSITION- 35 58 14.92090(N) 097 49 44.20899(W)   ADJUSTED
 FJ1139* NAVD 88 ORTHO HEIGHT -   328.    (meters)     1076.    (feet) SCALED
 FJ1139  ______________________________________________________________________
 FJ1139  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 FJ1139  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 FJ1139  HORZ ORDER      -  THIRD
 FJ1139
 FJ1139.The horizontal coordinates were established by classical geodetic methods
 FJ1139.and adjusted by the National Geodetic Survey in November 1994.
 FJ1139
 FJ1139.The orthometric height was scaled from a topographic map.
 FJ1139
 FJ1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1139.GEOID18 height accuracy estimate available here.
 FJ1139
 FJ1139.Click photographs - Photos may exist for this station.
 FJ1139
 FJ1139.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1139
 FJ1139. The following values were computed from the NAD 83(1993) position.
 FJ1139
 FJ1139;                    North         East     Units Scale Factor Converg.
 FJ1139;SPC OK N     -   107,727.592   615,427.696   MT  0.99995127   +0 06 03.4
 FJ1139;SPC OK N     -   353,436.27  2,019,115.70   sFT  0.99995127   +0 06 03.4
 FJ1139;UTM  14      - 3,981,344.851   605,585.407   MT  0.99973737   +0 41 16.5
 FJ1139
 FJ1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1139!SPC OK N     -   0.99995280  x   0.99995127  =   0.99990407
 FJ1139!UTM  14      -   0.99995280  x   0.99973737  =   0.99969018
 FJ1139
 FJ1139:                Primary Azimuth Mark                     Grid Az
 FJ1139:SPC OK N     -  HOPE AZ MK                               091 05 39.9
 FJ1139:UTM  14      -  HOPE AZ MK                               090 30 26.8
 FJ1139
 FJ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0558581344(NAD 83)
 FJ1139
 FJ1139|---------------------------------------------------------------------|
 FJ1139| PID    Reference Object                     Distance      Geod. Az  |
 FJ1139|                                                           dddmmss.s |
 FJ1139| CL5368 HOPE AZ MK                                         0911143.3 |
 FJ1139| CL5369 HOPE RM 1                            18.915 METERS 18013     |
 FJ1139| CL5370 HOPE RM 2                            15.393 METERS 27208     |
 FJ1139|---------------------------------------------------------------------|
 FJ1139
 FJ1139                          SUPERSEDED SURVEY CONTROL
 FJ1139
 FJ1139  NAD 83(1986)-  35 58 14.92647(N)    097 49 44.19590(W) AD(       ) 3
 FJ1139  NAD 27      -  35 58 14.77926(N)    097 49 43.00566(W) AD(       ) 3
 FJ1139
 FJ1139.Superseded values are not recommended for survey control.
 FJ1139
 FJ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1139.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1139
 FJ1139_MARKER: DS = TRIANGULATION STATION DISK
 FJ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1139_STAMPING: HOPE 1955
 FJ1139_MARK LOGO: CGS
 FJ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1139+STABILITY: SURFACE MOTION
 FJ1139
 FJ1139  HISTORY     - Date     Condition        Report By
 FJ1139  HISTORY     - 1955     MONUMENTED       CGS
 FJ1139  HISTORY     - 1967     GOOD             PHILCM
 FJ1139  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 FJ1139
 FJ1139                          STATION DESCRIPTION
 FJ1139
 FJ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1139'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF AN EAST-WEST
 FJ1139'ROAD, 3/4 MILE SOUTH AND 4-3/4 MILE EAST OF DOVER.  IT IS IN
 FJ1139'THE SE 1/4 OF THE SW 1/4 OF SEC. 3, T. 17 N., R 6 W.
 FJ1139'
 FJ1139'TO REACH FROM THE DOVER POST OFFICE, GO SOUTH ON U.S. HIGHWAY
 FJ1139'81 FOR 1.7 MILE TO T ROAD LEFT, TURN LEFT, GO EAST ON GRADED
 FJ1139'ROAD FOR 4.35 MILES TO CROSSROAD, TURN LEFT, GO NORTH FOR
 FJ1139'1 MILE TO CROSSROAD, TURN RIGHT, GO EAST FOR 0.4 MILE TO THE
 FJ1139'STATION ON THE LEFT.
 FJ1139'
 FJ1139'THE STATION MARK IS, 32 FEET NORTH OF THE CENTER OF A DIRT
 FJ1139'ROAD, 3 FEET SOUTH OF A FENCE LINE AND 3 FEET SOUTHEAST
 FJ1139'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 FJ1139'IS STAMPED HOPE 1955.
 FJ1139'
 FJ1139'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 34 FEET SOUTH
 FJ1139'OF THE CENTER OF A DIRT ROAD, AND 1 FOOT NORTH OF A FENCE
 FJ1139'LINE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 FJ1139'HOPE NO 1 1955.
 FJ1139'
 FJ1139'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 30 FEET NORTH
 FJ1139'OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A FENCE LINE,
 FJ1139'AND 1 FOOT EAST OF A POWER POLE.  THE MARK PROJECTS 6 INCHES,
 FJ1139'AND THE DISK IS STAMPED HOPE NO 2 1955.
 FJ1139'
 FJ1139'THE AZIMUTH MARK, APPROX. 0.6 MILE EAST OF THE STATION, IS
 FJ1139'35 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 1 FOOT NORTH OF
 FJ1139'A FENCE LINE, AND 1 FOOT WEST OF A WITNESS POST.  THE MARK
 FJ1139'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOPE 1955.
 FJ1139'
 FJ1139'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 FJ1139'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FJ1139'
 FJ1139'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ1139
 FJ1139                          STATION RECOVERY (1967)
 FJ1139
 FJ1139'RECOVERY NOTE BY PHILLIPS CHEMICAL COMPANY 1967
 FJ1139'RECOVERED BY PHILLIPS PETRO.
 FJ1139'
 FJ1139'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 FJ1139
 FJ1139                          STATION RECOVERY (1981)
 FJ1139
 FJ1139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1139'FOUND STATION MARK (DESTROYED).
 FJ1139'
 FJ1139'FOUND REFERENCE MARK NO. 1 (DESTROYED).
 FJ1139'
 FJ1139'FOUND AZIMUTH MARK AND REFERENCE MARK NO. 2 IN GOOD CONDITION AS
 FJ1139'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0621 ***********************************************************************
 GJ0621  DESIGNATION -  HOPETON
 GJ0621  PID         -  GJ0621
 GJ0621  STATE/COUNTY-  OK/WOODS
 GJ0621  COUNTRY     -  US
 GJ0621  USGS QUAD   -  HOPETON (2018)
 GJ0621
 GJ0621                         *CURRENT SURVEY CONTROL
 GJ0621  ______________________________________________________________________
 GJ0621* NAD 83(1997) POSITION- 36 42 38.04273(N) 098 40 13.46838(W)   ADJUSTED
 GJ0621* NAVD 88 ORTHO HEIGHT -   442.    (meters)     1450.    (feet) SCALED
 GJ0621  ______________________________________________________________________
 GJ0621  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 GJ0621  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 GJ0621  HORZ ORDER      -  SECOND
 GJ0621
 GJ0621.The horizontal coordinates were established by classical geodetic methods
 GJ0621.and adjusted by the National Geodetic Survey in October 1998.
 GJ0621
 GJ0621.The orthometric height was scaled from a topographic map.
 GJ0621
 GJ0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0621.GEOID18 height accuracy estimate available here.
 GJ0621
 GJ0621.Click photographs - Photos may exist for this station.
 GJ0621
 GJ0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0621
 GJ0621. The following values were computed from the NAD 83(1997) position.
 GJ0621
 GJ0621;                    North         East     Units Scale Factor Converg.
 GJ0621;SPC OK N     -   190,004.548   540,101.514   MT  0.99999025   -0 23 44.3
 GJ0621;SPC OK N     -   623,373.25  1,771,983.05   sFT  0.99999025   -0 23 44.3
 GJ0621;UTM  14      - 4,062,816.070   529,436.636   MT  0.99961068   +0 11 49.3
 GJ0621
 GJ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0621!SPC OK N     -   0.99993503  x   0.99999025  =   0.99992529
 GJ0621!UTM  14      -   0.99993503  x   0.99961068  =   0.99954574
 GJ0621
 GJ0621:                Primary Azimuth Mark                     Grid Az
 GJ0621:SPC OK N     -  10 A 74                                  014 04 55.0
 GJ0621:UTM  14      -  10 A 74                                  013 29 21.4
 GJ0621
 GJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2943662816(NAD 83)
 GJ0621
 GJ0621|---------------------------------------------------------------------|
 GJ0621| PID    Reference Object                     Distance      Geod. Az  |
 GJ0621|                                                           dddmmss.s |
 GJ0621| CK9558 10 A 74                                            0134110.7 |
 GJ0621| CK9903 HOPETON RM 1                         22.650 METERS 09604     |
 GJ0621| GJ0620 HOPETON FARMERS CO OP ELEVATOR      APPROX. 2.5 KM 1691604.6 |
 GJ0621| CK9904 HOPETON RM 2                         25.042 METERS 27309     |
 GJ0621|---------------------------------------------------------------------|
 GJ0621
 GJ0621                          SUPERSEDED SURVEY CONTROL
 GJ0621
 GJ0621  NAD 83(1993)-  36 42 38.04287(N)    098 40 13.46873(W) AD(       ) 2
 GJ0621  NAD 83(1986)-  36 42 38.04685(N)    098 40 13.45659(W) AD(       ) 2
 GJ0621  NAD 27      -  36 42 37.93271(N)    098 40 12.15219(W) AD(       ) 2
 GJ0621
 GJ0621.Superseded values are not recommended for survey control.
 GJ0621
 GJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0621.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0621
 GJ0621_MARKER: DS = TRIANGULATION STATION DISK
 GJ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0621_STAMPING: HOPETON 1951
 GJ0621_MARK LOGO: CGS
 GJ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0621+STABILITY: SURFACE MOTION
 GJ0621
 GJ0621  HISTORY     - Date     Condition        Report By
 GJ0621  HISTORY     - 1951     MONUMENTED       CGS
 GJ0621
 GJ0621                          STATION DESCRIPTION
 GJ0621
 GJ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0621'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF ALVA, ABOUT 1-1/2 MILES
 GJ0621'NORTH OF HOPETON AND IS ON THE HIGHEST POINT IN THE VICINITY.  IT IS
 GJ0621'SITUATED 35 FEET NORTH FROM THE CENTER OF THE ROAD, 5 FEET SOUTH OF
 GJ0621'THE EAST-WEST FENCE LINE AND 1.5 FEET SOUTH OF A WITNESS POST.  IT
 GJ0621'IS STAMPED HOPETON 1951 AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 GJ0621'THE GROUND.
 GJ0621'
 GJ0621'REFERENCE MARK NO. 1 IS 40 FEET SOUTH FROM THE CENTER OF THE ROAD AND
 GJ0621'10 FEET EAST OF A TELEPHONE POLE.  IT IS STAMPED HOPETON NO 1
 GJ0621'1951 AND PROJECTS 4 INCHES.
 GJ0621'
 GJ0621'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 40 FEET NORTH FROM THE
 GJ0621'CENTER OF THE ROAD.  IT IS STAMPED HOPETON NO 2 1951 AND PROJECTS
 GJ0621'4 INCHES.
 GJ0621'
 GJ0621'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS 108.0
 GJ0621'FEET.
 GJ0621'
 GJ0621'THE AZIMUTH MARK IS AN OKLAHOMA CONSERVATION COMMISSION MARK.  IT IS
 GJ0621'SET FLUSH IN THE SOUTH END OF A CONCRETE CULVERT HEADWALL, 20 FEET
 GJ0621'EAST FROM THE CENTER OF THE HIGHWAY.  IT IS STAMPED 10 A 74 1938.
 GJ0621'
 GJ0621'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 281 AND 64
 GJ0621'IN ALVA (AT THE NORTHWESTERN STATE TEACHERS COLLEGE) GO SOUTH ON
 GJ0621'U. S. HIGHWAY 281 FOR 5.05 MILES TO A DOUBLE WOODEN GATE AND THE
 GJ0621'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON THE
 GJ0621'HIGHWAY AND GO 0.95 MILE TO A CROSSROAD AND A SIGN AVARD 7, TURN
 GJ0621'RIGHT AND GO WEST FOR 0.2 MILE TO THE TOP OF THE RISE AND THE
 GJ0621'STATION AS DESCRIBED.
 GJ0621'
 GJ0621'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0620 ***********************************************************************
 GJ0620  DESIGNATION -  HOPETON FARMERS CO OP ELEVATOR
 GJ0620  PID         -  GJ0620
 GJ0620  STATE/COUNTY-  OK/WOODS
 GJ0620  COUNTRY     -  US
 GJ0620  USGS QUAD   -  HOPETON (2018)
 GJ0620
 GJ0620                         *CURRENT SURVEY CONTROL
 GJ0620  ______________________________________________________________________
 GJ0620* NAD 83(1997) POSITION- 36 41 19.67591(N) 098 39 55.02594(W)   ADJUSTED
 GJ0620  ______________________________________________________________________
 GJ0620  GEOID HEIGHT    -        -28.183 (meters)                     GEOID18
 GJ0620  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 GJ0620  HORZ ORDER      -  THIRD
 GJ0620
 GJ0620.The horizontal coordinates were established by classical geodetic methods
 GJ0620.and adjusted by the National Geodetic Survey in October 1998.
 GJ0620
 GJ0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0620.GEOID18 height accuracy estimate available here.
 GJ0620
 GJ0620.Click photographs - Photos may exist for this station.
 GJ0620
 GJ0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0620
 GJ0620. The following values were computed from the NAD 83(1997) position.
 GJ0620
 GJ0620;                    North         East     Units Scale Factor Converg.
 GJ0620;SPC OK N     -   187,585.783   540,542.666   MT  0.99998672   -0 23 33.4
 GJ0620;SPC OK N     -   615,437.69  1,773,430.40   sFT  0.99998672   -0 23 33.4
 GJ0620;UTM  14      - 4,060,402.908   529,902.606   MT  0.99961102   +0 11 59.9
 GJ0620
 GJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2990260402(NAD 83)
 GJ0620
 GJ0620                          SUPERSEDED SURVEY CONTROL
 GJ0620
 GJ0620  NAD 83(1993)-  36 41 19.67597(N)    098 39 55.02626(W) AD(       ) 3
 GJ0620  NAD 83(1986)-  36 41 19.68013(N)    098 39 55.01417(W) AD(       ) 3
 GJ0620  NAD 27      -  36 41 19.56493(N)    098 39 53.70986(W) AD(       ) 3
 GJ0620
 GJ0620.Superseded values are not recommended for survey control.
 GJ0620
 GJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0620.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0620
 GJ0620_MARKER: 65 = GRAIN ELEVATOR
 GJ0620
 GJ0620  HISTORY     - Date     Condition        Report By
 GJ0620  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0620
 GJ0620                          STATION DESCRIPTION
 GJ0620
 GJ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0620'THE STATION IS LOCATED IN THE NORTH EDGE OF HOPETON JUST ACROSS
 GJ0620'RAILROAD TRACKS FROM THE DEPOT.  IT IS A LARGE CONCRETE STRUCTURE
 GJ0620'WITH A SMALL HEAD HOUSE ON TOP AND HAS AN OVERALL HEIGHT OF 135
 GJ0620'FEET.
 GJ0620'
 GJ0620'THE CENTER OF THE ELEVATOR WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1053 ***********************************************************************
 EL1053  CBN         -  This is a Cooperative Base Network Control Station.
 EL1053  DESIGNATION -  HOPEWELL
 EL1053  PID         -  EL1053
 EL1053  STATE/COUNTY-  OK/ATOKA
 EL1053  COUNTRY     -  US
 EL1053  USGS QUAD   -  CADDO NORTH (2018)
 EL1053
 EL1053                         *CURRENT SURVEY CONTROL
 EL1053  ______________________________________________________________________
 EL1053* NAD 83(2011) POSITION- 34 11 08.72786(N) 096 22 21.35347(W)   ADJUSTED
 EL1053* NAD 83(2011) ELLIP HT-   194.197 (meters)        (06/27/12)   ADJUSTED
 EL1053* NAD 83(2011) EPOCH   -  2010.00
 EL1053* NAVD 88 ORTHO HEIGHT -   220.5   (meters)      723.    (feet) GPS OBS
 EL1053  ______________________________________________________________________
 EL1053  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EL1053  GEOID HEIGHT    -        -26.259 (meters)                     GEOID96
 EL1053  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 EL1053  NAD 83(2011) X  -   -586,253.924 (meters)                     COMP
 EL1053  NAD 83(2011) Y  - -5,249,233.078 (meters)                     COMP
 EL1053  NAD 83(2011) Z  -  3,563,619.293 (meters)                     COMP
 EL1053  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC18
 EL1053
 EL1053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1053  Standards:
 EL1053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1053  -------------------------------------------------------------------
 EL1053  NETWORK    2.11   4.17           0.93   0.78   2.13      0.03312920
 EL1053  -------------------------------------------------------------------
 EL1053  Click here for local accuracies and other accuracy information.
 EL1053
 EL1053.The horizontal coordinates were established by GPS observations
 EL1053.and adjusted by the National Geodetic Survey in June 2012.
 EL1053
 EL1053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1053.been affixed to the stable North American tectonic plate. See 
 EL1053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1053
 EL1053.The horizontal coordinates are valid at the epoch date displayed above
 EL1053.which is a decimal equivalence of Year/Month/Day.
 EL1053
 EL1053.The orthometric height was determined by GPS observations and a
 EL1053.high-resolution geoid model.
 EL1053
 EL1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1053.GEOID18 height accuracy estimate available here.
 EL1053
 EL1053.Click photographs - Photos may exist for this station.
 EL1053
 EL1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1053
 EL1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1053
 EL1053.The ellipsoidal height was determined by GPS observations
 EL1053.and is referenced to NAD 83.
 EL1053
 EL1053. The following values were computed from the NAD 83(2011) position.
 EL1053
 EL1053;                    North         East     Units Scale Factor Converg.
 EL1053;SPC OK S     -    95,763.032   750,006.609   MT  0.99995997   +0 55 25.5
 EL1053;SPC OK S     -   314,182.55  2,460,646.68   sFT  0.99995997   +0 55 25.5
 EL1053;UTM  14      - 3,785,873.488   742,136.965   MT  1.00032278   +1 28 37.2
 EL1053
 EL1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1053!SPC OK S     -   0.99996952  x   0.99995997  =   0.99992949
 EL1053!UTM  14      -   0.99996952  x   1.00032278  =   1.00029229
 EL1053
 EL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4213685873(NAD 83)
 EL1053
 EL1053                          SUPERSEDED SURVEY CONTROL
 EL1053
 EL1053  NAD 83(2007)-  34 11 08.72785(N)    096 22 21.35414(W) AD(2002.00) 0
 EL1053  ELLIP H (02/10/07)  194.214  (m)                       GP(2002.00)    
 EL1053  ELLIP H (04/16/01)  194.220  (m)                       GP(       ) 4 2
 EL1053  NAD 83(1993)-  34 11 08.72753(N)    096 22 21.35413(W) AD(       ) B
 EL1053  ELLIP H (05/09/94)  194.278  (m)                       GP(       ) 4 2
 EL1053  NAVD 88 (01/13/95)  220.6    (m)  UNKNOWN  model used  GPS OBS        
 EL1053  NAVD 88 (05/09/94)  220.6    (m)  GEOID93  model used  GPS OBS        
 EL1053
 EL1053.Superseded values are not recommended for survey control.
 EL1053
 EL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1053.See file dsdata.pdf to determine how the superseded data were derived.
 EL1053
 EL1053_MARKER: F = FLANGE-ENCASED ROD
 EL1053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1053_STAMPING: HOPEWELL 1993
 EL1053_MARK LOGO: NGS
 EL1053_PROJECTION: RECESSED 5 CENTIMETERS
 EL1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1053+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 EL1053_ROD/PIPE-DEPTH: 3.2 meters
 EL1053_SLEEVE-DEPTH  : 0.9 meters
 EL1053
 EL1053  HISTORY     - Date     Condition        Report By
 EL1053  HISTORY     - 1993     MONUMENTED       NGS
 EL1053  HISTORY     - 20160414 GOOD             GRWAS
 EL1053
 EL1053                          STATION DESCRIPTION
 EL1053
 EL1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EL1053'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) NORTH OF DURANT, 13 KM
 EL1053'(8.05 MI) WEST OF U.S. HIGHWAY 69 AND 75, 4 KM (2.50 MI) EAST OF
 EL1053'FOLSOM, IN GRASS AND BRUSH, ON THE WEST EDGE OF A LARGE OPEN PASTURE,
 EL1053'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF COOPER CREEK ROAD
 EL1053'AND HOPEWELL ROAD, AND IN THE ROAD RIGHT-OF-WAY.  OWNERSIP--OKLAHOMA
 EL1053'DEPARTMENT OF TRANSPORTATION.
 EL1053'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 48, ABOUT 1 KM
 EL1053'(0.60 MI) WEST OF KENEFIC, GO NORTH AND NORTHWEST ON HIGHWAY 48 FOR
 EL1053'2.27 KM (1.40 MI) TO THE ATOKA COUNTY LINE JUST AFTER A SMALL BRIDGE.
 EL1053'CONTINUE AHEAD, NORTHWEST, ON HIGHWAY 48 FOR 4.46 KM (2.75 MI) TO A
 EL1053'GRAVEL AND DIRT CROSSROAD (COOPER CREEK ROAD), ABOUT 0.8 KM
 EL1053'(0.50 MI) SOUTHEAST OF THE FOLSOM FREEWILL BAPTIST CHURCH.  TURN
 EL1053'RIGHT, EAST, ON COOPER CREEK ROAD FOR 4.18 KM (2.60 MI) TO THE
 EL1053'T-JUNCTION OF HOPEWELL ROAD.  TURN RIGHT, SOUTH, ON HOPEWELL ROAD FOR
 EL1053'ABOUT 45 M (147.6 FT) TO THE STATION ON THE LEFT.
 EL1053'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EL1053'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 EL1053'WITH A LOGO CAP SURROUNDED BY CONCRETE SET 2 CM BELOW THE GROUND.  IT
 EL1053'IS 45.7 M (149.9 FT) SOUTH FROM THE EXTENDED CENTER OF COPPER CREEK
 EL1053'ROAD, 8.1 M (26.6 FT) EAST FROM THE CENTER OF, AND LEVEL WITH
 EL1053'HOPEWELL ROAD, 0.7 M (2.3 FT) WEST FROM A FENCE, 0.65 M (2.13 FT)
 EL1053'SOUTH FROM A FIBERGLASS WITNESS POST, O.66 M WEST OF A METAL WITNESS
 EL1053'POST, AND 0.65 M (2.13 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 EL1053'DESCRIBED BY D.G. AUG.
 EL1053
 EL1053                          STATION RECOVERY (2016)
 EL1053
 EL1053'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 EL1053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0845 ***********************************************************************
 EL0845  DESIGNATION -  HOPPING
 EL0845  PID         -  EL0845
 EL0845  STATE/COUNTY-  OK/MCCLAIN
 EL0845  COUNTRY     -  US
 EL0845  USGS QUAD   -  ROSEDALE (2018)
 EL0845
 EL0845                         *CURRENT SURVEY CONTROL
 EL0845  ______________________________________________________________________
 EL0845* NAD 83(1993) POSITION- 34 52 56.96111(N) 097 14 51.96233(W)   ADJUSTED
 EL0845* NAVD 88 ORTHO HEIGHT -   325.09  (+/-2cm)     1066.6   (feet) VERTCON3
 EL0845  ______________________________________________________________________
 EL0845  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 EL0845  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 EL0845  HORZ ORDER      -  THIRD
 EL0845  VERT ORDER      -  THIRD ? (See Below)
 EL0845
 EL0845.The horizontal coordinates were established by classical geodetic methods
 EL0845.and adjusted by the National Geodetic Survey in November 1994.
 EL0845
 EL0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0845
 EL0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0845.GEOID18 height accuracy estimate available here.
 EL0845
 EL0845.The vertical order pertains to the NGVD 29 superseded value.
 EL0845
 EL0845.Click photographs - Photos may exist for this station.
 EL0845
 EL0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0845
 EL0845. The following values were computed from the NAD 83(1993) position.
 EL0845
 EL0845;                    North         East     Units Scale Factor Converg.
 EL0845;SPC OK S     -   172,095.420   668,763.860   MT  0.99994945   +0 25 37.1
 EL0845;SPC OK S     -   564,616.39  2,194,102.76   sFT  0.99994945   +0 25 37.1
 EL0845;UTM  14      - 3,861,412.281   660,131.090   MT  0.99991604   +1 00 08.3
 EL0845
 EL0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0845!SPC OK S     -   0.99995304  x   0.99994945  =   0.99990249
 EL0845!UTM  14      -   0.99995304  x   0.99991604  =   0.99986908
 EL0845
 EL0845:                Primary Azimuth Mark                     Grid Az
 EL0845:SPC OK S     -  HOPPING AZ MK                            348 54 46.5
 EL0845:UTM  14      -  HOPPING AZ MK                            348 20 15.3
 EL0845
 EL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6013161412(NAD 83)
 EL0845
 EL0845|---------------------------------------------------------------------|
 EL0845| PID    Reference Object                     Distance      Geod. Az  |
 EL0845|                                                           dddmmss.s |
 EL0845| CX9964 HOPPING RM 1                          8.223 METERS 01641     |
 EL0845| CX9965 HOPPING RM 2                          8.441 METERS 16227     |
 EL0845| EL0877 PAOLI MUNICIPAL TANK                APPROX. 6.1 KM 1891532.9 |
 EL0845| CX9963 HOPPING AZ MK                                      3492023.6 |
 EL0845|---------------------------------------------------------------------|
 EL0845
 EL0845                          SUPERSEDED SURVEY CONTROL
 EL0845
 EL0845  NAD 83(1986)-  34 52 56.96614(N)    097 14 51.94791(W) AD(       ) 3
 EL0845  NAD 27      -  34 52 56.69345(N)    097 14 50.85958(W) AD(       ) 3
 EL0845  NGVD 29             325.00   (m)         1066.3    (f) LEVELING    3  
 EL0845
 EL0845.Superseded values are not recommended for survey control.
 EL0845
 EL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0845.See file dsdata.pdf to determine how the superseded data were derived.
 EL0845
 EL0845_MARKER: DS = TRIANGULATION STATION DISK
 EL0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0845_STAMPING: HOPPING 1957
 EL0845_MARK LOGO: CGS
 EL0845_PROJECTION: PROJECTING 10 CENTIMETERS
 EL0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0845+STABILITY: SURFACE MOTION
 EL0845
 EL0845  HISTORY     - Date     Condition        Report By
 EL0845  HISTORY     - 1957     MONUMENTED       CGS
 EL0845
 EL0845                          STATION DESCRIPTION
 EL0845
 EL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0845'STATION IS ABOUT 4 MILES SOUTHEAST OF WAYNE, ON THE RIGHT-OF-WAY
 EL0845'OF A NORTH-SOUTH GRADED ROAD, IN THE NORTHWEST CORNER OF
 EL0845'SECTION 30, T 5 N, R 1 W AND AT A POINT WHERE THE ROAD LEADS
 EL0845'SOUTH AFTER MAKING A JOG TO THE EAST.
 EL0845'
 EL0845'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77
 EL0845'AND STATE HIGHWAY 59, 1/2 MILE SOUTHEAST OF WAYNE, GO SOUTHEAST
 EL0845'ON HIGHWAY 59 FOR 3.5 MILES TO A CROSSROADS, TURN RIGHT
 EL0845'AND GO SOUTH ON A GRADED ROAD FOR 1.4 MILES TO THE AZIMUTH
 EL0845'MARK ON THE RIGHT, CONTINUE SOUTH ON THE GRADED ROAD FOR
 EL0845'0.75 MILES TO A POINT WHERE THE ROAD LEADS EAST, CONTINUE
 EL0845'EAST 0.1 MILE TO THE STATION ON THE LEFT AND WHERE THE ROAD
 EL0845'LEADS SOUTH.
 EL0845'
 EL0845'STATION MARKS ARE STANDARD DISKS STAMPED HOPPING 1957.  THE
 EL0845'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 EL0845'4 INCHES.  IT IS 113 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER,
 EL0845'77 FEET NORTHEAST OF A FENCE CORNER, 54 FEET EAST OF THE
 EL0845'CENTER OF THE CURVE IN THE ROAD, 45 FEET SOUTH OF THE CENTER
 EL0845'OF A TRACK ROAD, 36 FEET SOUTH-SOUTHWEST OF A GATE POST,
 EL0845'15 FEET SOUTH EAST OF AN 8-INCH TREE HAVING A TRIANGULAR
 EL0845'BLAZE ON THE SOUTH SIDE AND 9 FEET WEST OF A RIGHT-OF-WAY
 EL0845'FENCE.  A WHITE WITNESS POST WAS SET 6 FEET NORTHEAST OF THE
 EL0845'MARK.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 EL0845'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 EL0845'SURFACE.
 EL0845'
 EL0845'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOPPING NO 1
 EL0845'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 EL0845'INCHES.  IT IS 75 FEET EAST OF THE CENTER OF THE CURVE IN
 EL0845'THE ROAD, 19 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 EL0845'10 FEET SOUTH OF THE GATE POST AND 1 FOOT SOUTH OF THE
 EL0845'RIGHT-OF-WAY FENCE.
 EL0845'
 EL0845'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOPPING NO 2
 EL0845'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 EL0845'INCHES.  IT IS 72 FEET SOUTH OF THE CENTER OF THE TRACK
 EL0845'ROAD, 62 FEET SOUTH OF THE GATE POST, 45 FEET EAST OF THE
 EL0845'CENTER OF THE ROAD AND 1 FOOT WEST OF THE FENCE.
 EL0845'
 EL0845'AZIMUTH MARK IS 139 FEET NORTH OF THE CENTER OF A CURVE
 EL0845'IN THE ROAD, 130 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, 50
 EL0845'FEET NORTHWEST OF THE CENTER OF THE ROAD AND 1 FOOT SOUTHEAST
 EL0845'OF A RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS SET 3
 EL0845'FEET NORTHEAST OF THE MARK.  IT IS A STANDARD DISK SET IN THE
 EL0845'TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES
 EL0845'AND IT IS STAMPED HOPPING 1957.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1150 ***********************************************************************
 FH1150  DESIGNATION -  HORTON
 FH1150  PID         -  FH1150
 FH1150  STATE/COUNTY-  OK/OKMULGEE
 FH1150  COUNTRY     -  US
 FH1150  USGS QUAD   -  COUNCIL HILL (2018)
 FH1150
 FH1150                         *CURRENT SURVEY CONTROL
 FH1150  ______________________________________________________________________
 FH1150* NAD 83(1993) POSITION- 35 33 15.42200(N) 095 42 57.04603(W)   ADJUSTED
 FH1150* NAVD 88 ORTHO HEIGHT -   258.9   (meters)      849.    (feet) VERTCON3
 FH1150  ______________________________________________________________________
 FH1150  GEOID HEIGHT    -        -29.489 (meters)                     GEOID18
 FH1150  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 FH1150  HORZ ORDER      -  FIRST
 FH1150
 FH1150.The horizontal coordinates were established by classical geodetic methods
 FH1150.and adjusted by the National Geodetic Survey in November 1994.
 FH1150
 FH1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1150
 FH1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1150.GEOID18 height accuracy estimate available here.
 FH1150
 FH1150.Click photographs - Photos may exist for this station.
 FH1150
 FH1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1150
 FH1150. The following values were computed from the NAD 83(1993) position.
 FH1150
 FH1150;                    North         East     Units Scale Factor Converg.
 FH1150;SPC OK N     -    63,935.734   807,081.734   MT  1.00000227   +1 20 52.8
 FH1150;SPC OK N     -   209,762.49  2,647,900.66   sFT  1.00000227   +1 20 52.8
 FH1150;SPC OK S     -   248,714.673   807,099.096   MT  1.00007920   +1 17 47.5
 FH1150;SPC OK S     -   815,991.39  2,647,957.62   sFT  1.00007920   +1 17 47.5
 FH1150;UTM  15      - 3,937,907.872   253,827.225   MT  1.00034686   -1 34 48.0
 FH1150
 FH1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1150!SPC OK N     -   0.99996399  x   1.00000227  =   0.99996626
 FH1150!SPC OK S     -   0.99996399  x   1.00007920  =   1.00004319
 FH1150!UTM  15      -   0.99996399  x   1.00034686  =   1.00031084
 FH1150
 FH1150:                Primary Azimuth Mark                     Grid Az
 FH1150:SPC OK N     -  CHECOTAH                                 131 47 19.8
 FH1150:SPC OK S     -  CHECOTAH                                 131 50 25.1
 FH1150:UTM  15      -  CHECOTAH                                 134 43 00.6
 FH1150
 FH1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5382737907(NAD 83)
 FH1150
 FH1150|---------------------------------------------------------------------|
 FH1150| PID    Reference Object                     Distance      Geod. Az  |
 FH1150|                                                           dddmmss.s |
 FH1150| FH1156 BOYNTON STANDPIPE                   APPROX.13.2 KM 0262904.7 |
 FH1150| CI1684 HORTON RM 1                          14.313 METERS 04537     |
 FH1150| FH1124 CHECOTAH                            APPROX.19.0 KM 1330812.6 |
 FH1150| CI1683 HORTON AZ MK 2                                     1352114.9 |
 FH1150| CI1682 HORTON AZ MK                                       1814124.8 |
 FH1150| CI1685 HORTON RM 2                          18.268 METERS 19458     |
 FH1150|---------------------------------------------------------------------|
 FH1150
 FH1150                          SUPERSEDED SURVEY CONTROL
 FH1150
 FH1150  NAD 83(1986)-  35 33 15.44619(N)    095 42 57.03862(W) AD(       ) 1
 FH1150  NAD 27      -  35 33 15.08100(N)    095 42 56.07600(W) AD(       ) 1
 FH1150  NGVD 29 (07/19/86)  258.8    (m)          849.     (f) VERT ANG       
 FH1150
 FH1150.Superseded values are not recommended for survey control.
 FH1150
 FH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1150.See file dsdata.pdf to determine how the superseded data were derived.
 FH1150
 FH1150_MARKER: DS = TRIANGULATION STATION DISK
 FH1150_SETTING: 66 = SET IN ROCK OUTCROP
 FH1150_STAMPING: HORTON 1934
 FH1150_MARK LOGO: CGS
 FH1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1150+STABILITY: POSITION/ELEVATION WELL
 FH1150
 FH1150  HISTORY     - Date     Condition        Report By
 FH1150  HISTORY     - 1934     MONUMENTED       CGS
 FH1150  HISTORY     - 1959     GOOD             CGS
 FH1150  HISTORY     - 1960     GOOD             CGS
 FH1150  HISTORY     - 1968     GOOD             USGS
 FH1150  HISTORY     - 1968     GOOD             CGS
 FH1150  HISTORY     - 1970     GOOD             NGS
 FH1150
 FH1150                          STATION DESCRIPTION
 FH1150
 FH1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1150'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FH1150'IN DRILL HOLES IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A
 FH1150'STANDARD BRONZE DISK SET IN CONCRETE.
 FH1150'
 FH1150'AZIMUTH MARK IS 1.0 MILE S OF STATION, 30 FEET W OF CENTER
 FH1150'LINE OF THE ROAD LEADING TO THE STATION AND ABOUT 50 FEET
 FH1150'N OF RAILROAD TRACKS.
 FH1150'
 FH1150'TO REACH STATION FROM CHECOTAH, GO W ON U.S. HIGHWAY 1, 8
 FH1150'MILES TO CATHEY GARAGE, CONTINUE W 4.1 MILES, TURN N ON DIRT
 FH1150'ROAD, 2.2 MILES TO CROSSROADS.  CONTINUE N 0.7 MILE TO WHERE
 FH1150'A ROAD TURNS E.  LEAVE ROAD AND CONTINUE DUE N 0.2 MILE UP
 FH1150'STEEP LANE TO TELEPHONE POLE LINE.  FOLLOW LINE E 5 POLES
 FH1150'TURN N ABOUT 50 FEET AND GO THROUGH WIRE GATE ON LEFT, BEAR
 FH1150'NW 0.2 MILE TO STATION ON HIGHEST POINT OF HILL.
 FH1150'
 FH1150'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1150
 FH1150                          STATION RECOVERY (1959)
 FH1150
 FH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FH1150'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 FH1150'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 FH1150'FOUND.
 FH1150'
 FH1150'TO REACH THE STATION FROM THE MAIN INTERSECTION AT COUNCIL
 FH1150'HILL, GO SOUTH ON THE HIGHWAY FOR 0.2 MILE TO A DIRT ROAD
 FH1150'RIGHT (WEST).  TURN RIGHT AND FOLLOW MAIN ROAD MEANDERING
 FH1150'TO THE SOUTH AND WEST FOR ABOUT 4.2 MILES TO THE ENTRANCE
 FH1150'TO BEVANS FLYING H RANCH AT A POINT WHERE THE MAIN ROAD TURNS
 FH1150'SOUTH.  CONTINUE STRAIGHT AHEAD ON RANCH ROAD FOR 0.2 MILE
 FH1150'TO A POINT WHERE THE RANCH ROAD BEARS LEFT AND A DIM ROAD
 FH1150'BEARS RIGHT UP HILL.  FOLLOW DIM ROAD UP HILL FOR 0.4 MILE
 FH1150'TO TOP OF HILL AND STATION.
 FH1150
 FH1150                          STATION RECOVERY (1960)
 FH1150
 FH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1150'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 FH1150'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 FH1150'IT DOES NOT PROJECT ABOVE THE GROUND AND CONSIDERABLE TIME
 FH1150'WAS SPENT IN PRODDING AT THE DESCRIBED LOCATION.
 FH1150'
 FH1150'TO REACH FROM COUNCIL HILL, FROM THE POST OFFICE, GO SOUTH
 FH1150'ON STATE HIGHWAY 72 FOR 0.3 MILE TO CROSSROADS, TURN RIGHT
 FH1150'AND GO WEST FOR 3.25 MILES TO POINT WHERE MAIN ROAD TURNS
 FH1150'LEFT, TURN LEFT AND GO SOUTHWEST AND WEST FOR 0.55 MILE TO
 FH1150'A LEFT TURN AT A CATTLE GUARD STRAIGHT AHEAD AT ENTRANCE
 FH1150'TO THE FLYING H RANCH, CONTINUE WEST ACROSS CATTLE GUARD
 FH1150'AND GO 0.2 MILE TO A TRACK ROAD ON RIGHT, TURN RIGHT AND
 FH1150'GO NORTH UP HILL FOR 0.3 MILE TO A WIRE GATE, PASS THROUGH
 FH1150'GATE AND CONTINUE NORTH-NORTHEAST FOR 0.2 MILE TO HIGHEST
 FH1150'POINT AND STATION.
 FH1150
 FH1150                          STATION RECOVERY (1968)
 FH1150
 FH1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FH1150'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION
 FH1150'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.
 FH1150'
 FH1150'DISTANCE TO RM 1 CHECKED BY -.05 FT., RM 2 CHECKED.
 FH1150'
 FH1150'DIRECTION TO RM 1 CHECKED OUT -.458 SEC IN AZIMUTH, DIRECTION
 FH1150'TO RM 2 CHECKED OUT PLUS .59 SEC IN AZIMUTH.  OLD DESCRIPTION
 FH1150'ADEQUATE.
 FH1150
 FH1150                          STATION RECOVERY (1968)
 FH1150
 FH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JEK)
 FH1150'THE STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK AND
 FH1150'REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 FH1150'AZIMUTH MARK WAS NOT FOUND.  MEASURED QUANTITIES WERE AS SHOWN
 FH1150'ABOVE.
 FH1150
 FH1150                          STATION RECOVERY (1970)
 FH1150
 FH1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FH1150'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 FH1150'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND WERE FOUND IN GOOD
 FH1150'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 FH1150'AND ALL INDICATIONS FROM OLD TIES SHOWS THE MARK WAS DESTROYED
 FH1150'BY ROAD CONSTRUCTION.  THE DISTANCE TO THE REFERENCE MARKS
 FH1150'CHECKED.  THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO
 FH1150'CHECK BY 4 MINUTES 02.0 SECONDS.  THE DIRECTION TO REFERENCE
 FH1150'MARK NO. 2 FAILED TO CHECK BY 5 MINUTES 07.0 SECONDS.
 FH1150'
 FH1150'THE TO REACH AND DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 FH1150'
 FH1150'A NEW AZIMUTH MARK WAS SET.
 FH1150'
 FH1150'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK.
 FH1150'
 FH1150'AZIMUTH MARK, A STANDARD DISK STAMPED HORTON 1934 1970, IS
 FH1150'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 FH1150'INCHES.  IT IS 107.5 FEET EAST OF AN OLD FENCE CORNER, 2.5
 FH1150'FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A METAL
 FH1150'WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 FH1150'
 FH1150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 FH1150'ACROSS PASTURE FOR 0.3 MILE TO AN EAST-WEST FENCE AND THE MARK.
 FH1150'
 FH1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/4
 FH1150'MILES WEST OF COUNCIL HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1225 ***********************************************************************
 FJ1225  DESIGNATION -  HOUSE
 FJ1225  PID         -  FJ1225
 FJ1225  STATE/COUNTY-  OK/LINCOLN
 FJ1225  COUNTRY     -  US
 FJ1225  USGS QUAD   -  SHAWNEE NE (2018)
 FJ1225
 FJ1225                         *CURRENT SURVEY CONTROL
 FJ1225  ______________________________________________________________________
 FJ1225* NAD 83(1993) POSITION- 35 27 47.44374(N) 096 48 08.24104(W)   ADJUSTED
 FJ1225* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 FJ1225  ______________________________________________________________________
 FJ1225  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 FJ1225  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 FJ1225  HORZ ORDER      -  FIRST
 FJ1225
 FJ1225.The horizontal coordinates were established by classical geodetic methods
 FJ1225.and adjusted by the National Geodetic Survey in November 1994.
 FJ1225
 FJ1225.The orthometric height was scaled from a topographic map.
 FJ1225
 FJ1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1225.GEOID18 height accuracy estimate available here.
 FJ1225
 FJ1225.Click photographs - Photos may exist for this station.
 FJ1225
 FJ1225.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1225
 FJ1225. The following values were computed from the NAD 83(1993) position.
 FJ1225
 FJ1225;                    North         East     Units Scale Factor Converg.
 FJ1225;SPC OK N     -    52,062.018   708,716.603   MT  1.00002040   +0 42 24.6
 FJ1225;SPC OK N     -   170,806.80  2,325,181.06   sFT  1.00002040   +0 42 24.6
 FJ1225;SPC OK S     -   236,907.638   708,720.409   MT  1.00005351   +0 40 47.4
 FJ1225;SPC OK S     -   777,254.48  2,325,193.54   sFT  1.00005351   +0 40 47.4
 FJ1225;UTM  14      - 3,926,629.446   699,424.243   MT  1.00009012   +1 16 31.8
 FJ1225
 FJ1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1225!SPC OK N     -   0.99995235  x   1.00002040  =   0.99997275
 FJ1225!SPC OK S     -   0.99995235  x   1.00005351  =   1.00000586
 FJ1225!UTM  14      -   0.99995235  x   1.00009012  =   1.00004247
 FJ1225
 FJ1225:                Primary Azimuth Mark                     Grid Az
 FJ1225:SPC OK N     -  HOUSE AZ MK                              337 42 31.4
 FJ1225:SPC OK S     -  HOUSE AZ MK                              337 44 08.6
 FJ1225:UTM  14      -  HOUSE AZ MK                              337 08 24.2
 FJ1225
 FJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9942426629(NAD 83)
 FJ1225
 FJ1225|---------------------------------------------------------------------|
 FJ1225| PID    Reference Object                     Distance      Geod. Az  |
 FJ1225|                                                           dddmmss.s |
 FJ1225| CI1687 HOUSE RM 1                           48.405 METERS 07204     |
 FJ1225| FJ1200 PRAGUE MUNICIPAL TANK               APPROX.11.2 KM 0783425.7 |
 FJ1225| FJ1227 HOUSE                                25.667 METERS 09926     |
 FJ1225| CI1688 HOUSE RM 2                           35.963 METERS 15736     |
 FJ1225| FJ1241 SHAWNEE ST BENEDICT CATH CH         APPROX.18.3 KM 2192833.1 |
 FJ1225| CI1686 HOUSE AZ MK                                        3382456.0 |
 FJ1225|---------------------------------------------------------------------|
 FJ1225
 FJ1225                          SUPERSEDED SURVEY CONTROL
 FJ1225
 FJ1225  NAD 83(1986)-  35 27 47.44914(N)    096 48 08.22171(W) AD(       ) 1
 FJ1225  NAD 27      -  35 27 47.19960(N)    096 48 07.14154(W) AD(       ) 1
 FJ1225
 FJ1225.Superseded values are not recommended for survey control.
 FJ1225
 FJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1225.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1225
 FJ1225_MARKER: DS = TRIANGULATION STATION DISK
 FJ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1225_STAMPING: HOUSE 1935
 FJ1225_MARK LOGO: CGS
 FJ1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1225+STABILITY: SURFACE MOTION
 FJ1225
 FJ1225  HISTORY     - Date     Condition        Report By
 FJ1225  HISTORY     - 1935     MONUMENTED       CGS
 FJ1225  HISTORY     - 1955     GOOD             CGS
 FJ1225
 FJ1225                          STATION DESCRIPTION
 FJ1225
 FJ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1225'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 5,
 FJ1225'T. 11 N., R. 5 E., IN THE CENTER OF THE NORTHWEST QUARTER ON
 FJ1225'THE NORTH LINE OF SECTION 5, ON PROPERTY OF M.L. WYATT.
 FJ1225'
 FJ1225'REACHED FROM PRAGUE BY GOING WEST ON U.S. HIGHWAY 62 FOR 5.9
 FJ1225'MILES TO A DIRT ROAD, TURN SOUTH, LEFT, AND GO 3.0 MILES TO
 FJ1225'BELLEMONTE POST OFFICE, TURN RIGHT, WEST, AND GO 1.7 MILES TO
 FJ1225'HOME OF MR. WYATT AND STATION JUST BEYOND.
 FJ1225'
 FJ1225'MARK IS SET IN EAST-AND-WEST FENCE LINE, 25 FEET SOUTH OF CENTER
 FJ1225'LINE OF EAST-AND-WEST ROAD AND ABOUT 300 FEET WEST-NORTHWEST
 FJ1225'OF HOUSE.
 FJ1225'
 FJ1225'REFERENCE MARK NO. 1 IS 158.81 FEET (48.405 METERS)
 FJ1225'EAST-NORTHEAST OF STATION, 1 FOOT SOUTH OF EAST-AND-WEST FENCE
 FJ1225'AND 18 FEET NORTH OF CENTER LINE OF EAST-AND-WEST ROAD.
 FJ1225'
 FJ1225'REFERENCE MARK NO. 2 IS 117.99 FEET (35.963 METERS) SOUTHEAST
 FJ1225'OF STATION IN NORTH-AND-SOUTH FENCE LINE.
 FJ1225'
 FJ1225'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES SOUTH OF STATION.
 FJ1225'REACHED BY GOING WEST 0.25 MILE, TURN LEFT (SOUTH) AND GO
 FJ1225'1.25 MILES, TURN LEFT (EAST) AND GO 0.15 MILE.  MARK IS SET
 FJ1225'IN NORTH-AND-SOUTH FENCE LINE, 4 FEET FROM FENCE CORNER AND
 FJ1225'18 FEET NORTH OF CENTER LINE OF EAST-AND-WEST ROAD.
 FJ1225'
 FJ1225'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FJ1225'BRONZE DISKS SET AS DESCRIBED.
 FJ1225'
 FJ1225'HOUSE (U.S.G.S.) IS 84.21 FEET (25.667 METERS) EAST-SOUTHEAST
 FJ1225'OF STATION, AND 40 FEET SOUTH OF CENTER LINE OF EAST-AND-WEST
 FJ1225'ROAD.  THE MARK IS AN IRON PIPE DRIVEN INTO THE GROUND.
 FJ1225'A TIE WAS MADE FROM THE NEW STATION HOUSE.
 FJ1225'
 FJ1225'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1225
 FJ1225                          STATION RECOVERY (1955)
 FJ1225
 FJ1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1225'THE STATION MARK, BOTH REFERENCE MARKS AND THE U.S. GEOLOGICAL
 FJ1225'SURVEY MARK WERE RECOVERED, FOUND IN GOOD CONDITION AND AS
 FJ1225'DESCRIBED IN 1935.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FJ1225'
 FJ1225'THE STATION WAS NOT OCCUPIED BY AN OBSERVING UNIT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0951 ***********************************************************************
 EL0951  DESIGNATION -  HOUSE N GABLE E OF STA GRADY
 EL0951  PID         -  EL0951
 EL0951  STATE/COUNTY-  OK/STEPHENS
 EL0951  COUNTRY     -  US
 EL0951  USGS QUAD   -  GRADY (2018)
 EL0951
 EL0951                         *CURRENT SURVEY CONTROL
 EL0951  ______________________________________________________________________
 EL0951* NAD 83(1993) POSITION- 34 00 31.32464(N) 097 37 54.15394(W)   ADJUSTED
 EL0951  ______________________________________________________________________
 EL0951  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 EL0951  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 EL0951  HORZ ORDER      -  THIRD
 EL0951
 EL0951.The horizontal coordinates were established by classical geodetic methods
 EL0951.and adjusted by the National Geodetic Survey in November 1994.
 EL0951
 EL0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0951.GEOID18 height accuracy estimate available here.
 EL0951
 EL0951.Click photographs - Photos may exist for this station.
 EL0951
 EL0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0951
 EL0951. The following values were computed from the NAD 83(1993) position.
 EL0951
 EL0951;                    North         East     Units Scale Factor Converg.
 EL0951;SPC OK S     -    74,976.553   634,020.426   MT  0.99998604   +0 12 32.6
 EL0951;SPC OK S     -   245,985.57  2,080,115.35   sFT  0.99998604   +0 12 32.6
 EL0951;UTM  14      - 3,763,964.699   626,350.316   MT  0.99979680   +0 45 55.5
 EL0951
 EL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2635063964(NAD 83)
 EL0951
 EL0951                          SUPERSEDED SURVEY CONTROL
 EL0951
 EL0951  NAD 83(1986)-  34 00 31.32898(N)    097 37 54.14194(W) AD(       ) 3
 EL0951  NAD 27      -  34 00 30.97100(N)    097 37 53.04100(W) AD(       ) 3
 EL0951  USSD        -  34 00 30.87500(N)    097 37 53.47800(W) AD(       ) 3
 EL0951
 EL0951.Superseded values are not recommended for survey control.
 EL0951
 EL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0951.See file dsdata.pdf to determine how the superseded data were derived.
 EL0951
 EL0951_MARKER: 81 = GABLE
 EL0951
 EL0951  HISTORY     - Date     Condition        Report By
 EL0951  HISTORY     - 1902     FIRST OBSERVED   CGS
 EL0951
 EL0951                          STATION DESCRIPTION
 EL0951
 EL0951'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0932 ***********************************************************************
 EK0932  DESIGNATION -  HOWE
 EK0932  PID         -  EK0932
 EK0932  STATE/COUNTY-  OK/LE FLORE
 EK0932  COUNTRY     -  US
 EK0932  USGS QUAD   -  WISTER (2018)
 EK0932
 EK0932                         *CURRENT SURVEY CONTROL
 EK0932  ______________________________________________________________________
 EK0932* NAD 83(1993) POSITION- 34 54 32.58110(N) 094 40 00.84178(W)   ADJUSTED
 EK0932* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 EK0932  ______________________________________________________________________
 EK0932  GEOID HEIGHT    -        -31.638 (meters)                     GEOID18
 EK0932  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 EK0932  HORZ ORDER      -  SECOND
 EK0932
 EK0932.The horizontal coordinates were established by classical geodetic methods
 EK0932.and adjusted by the National Geodetic Survey in November 1994.
 EK0932
 EK0932.The orthometric height was scaled from a topographic map.
 EK0932
 EK0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0932.GEOID18 height accuracy estimate available here.
 EK0932
 EK0932.Click photographs - Photos may exist for this station.
 EK0932
 EK0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0932
 EK0932. The following values were computed from the NAD 83(1993) position.
 EK0932
 EK0932;                    North         East     Units Scale Factor Converg.
 EK0932;SPC OK S     -   179,814.143   904,538.861   MT  0.99995196   +1 53 30.9
 EK0932;SPC OK S     -   589,940.23  2,967,641.25   sFT  0.99995196   +1 53 30.9
 EK0932;UTM  15      - 3,864,225.068   347,716.985   MT  0.99988582   -0 57 14.8
 EK0932
 EK0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0932!SPC OK S     -   0.99996791  x   0.99995196  =   0.99991987
 EK0932!UTM  15      -   0.99996791  x   0.99988582  =   0.99985373
 EK0932
 EK0932:                Primary Azimuth Mark                     Grid Az
 EK0932:SPC OK S     -  HOWE AZ MK                               010 02 22.7
 EK0932:UTM  15      -  HOWE AZ MK                               012 53 08.4
 EK0932
 EK0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4771664225(NAD 83)
 EK0932
 EK0932|---------------------------------------------------------------------|
 EK0932| PID    Reference Object                     Distance      Geod. Az  |
 EK0932|                                                           dddmmss.s |
 EK0932| CX6511 HOWE AZ MK                                         0115553.6 |
 EK0932| CX6512 HOWE RM 1                            18.955 METERS 06518     |
 EK0932| CX6513 HOWE RM 2                            14.946 METERS 16432     |
 EK0932| EK0937 WINDING STAIR MTN LOT               APPROX.22.2 KM 1822228.9 |
 EK0932| EK0949 BLUE MTN LOOKOUT TOWER              APPROX.13.7 KM 2245927.3 |
 EK0932|---------------------------------------------------------------------|
 EK0932
 EK0932                          SUPERSEDED SURVEY CONTROL
 EK0932
 EK0932  NAD 83(1986)-  34 54 32.58203(N)    094 40 00.83333(W) AD(       ) 2
 EK0932  NAD 27      -  34 54 32.22300(N)    094 40 00.01400(W) AD(       ) 2
 EK0932
 EK0932.Superseded values are not recommended for survey control.
 EK0932
 EK0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0932.See file dsdata.pdf to determine how the superseded data were derived.
 EK0932
 EK0932_MARKER: DS = TRIANGULATION STATION DISK
 EK0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0932_STAMPING: HOWE 1952
 EK0932_MARK LOGO: CGS
 EK0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0932+STABILITY: SURFACE MOTION
 EK0932
 EK0932  HISTORY     - Date     Condition        Report By
 EK0932  HISTORY     - 1952     MONUMENTED       CGS
 EK0932  HISTORY     - 1959     GOOD             CGS
 EK0932
 EK0932                          STATION DESCRIPTION
 EK0932
 EK0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0932'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF THE VILLAGE
 EK0932'OF HODGENS, 4 MILES WEST-NORTHWEST OF HEAVNER AND ON A LOW
 EK0932'TIMBERED RIDGE.  IT IS 27 FEET NORTHWEST OF A 6 INCH PINE
 EK0932'TREE WITH A TRIANGLE BLAZE, 24 FEET SOUTHWEST OF A 10 INCH
 EK0932'OAK TREE WITH A TRIANGLE BLAZE AND 12.5 FEET NORTHEAST OF
 EK0932'A 10 INCH OAK TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS
 EK0932'4 INCHES AND THE DISK IS STAMPED HOWE 1952.
 EK0932'
 EK0932'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  THE MARK
 EK0932'PROJECTS 5 INCHES AND THE DISK IS STAMPED HOWE NO 1 1952.
 EK0932'
 EK0932'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION.
 EK0932'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOWE
 EK0932'NO 2 1952.
 EK0932'
 EK0932'AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF ROAD,
 EK0932'2 FEET SOUTH OF A WITNESS POST AND IN THE RIGHT-OF-WAY FENCE
 EK0932'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0932'HOWE 1952.
 EK0932'
 EK0932'TO REACH FROM THE STREET INTERSECTION JUST SOUTHWEST OF THE RAILROAD
 EK0932'STATION IN HEAVNER, GO NORTH ON HIGHWAY 270 FOR 0.4 MILE
 EK0932'TO A SIDE ROAD LEFT AT SIGN WISTER DAM.  TURN LEFT (WEST)
 EK0932'ON GRAVELED ROAD 1.15 MILES TO WHERE MAIN ROAD TURNS RIGHT,
 EK0932'TURN RIGHT (NORTH) 0.5 MILE TO FORKS.  HERE KEEP RIGHT
 EK0932'FORK 2.6 MILES TO CROSSROADS AND LARGE BARN IN THE SOUTHWEST
 EK0932'ANGLE OF THE ROADS.  TURN LEFT (SOUTH) 0.15 MILE TO THE
 EK0932'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH 0.45 MILE TO
 EK0932'WHERE MAIN ROAD TURNS LEFT.  HERE CONTINUE STRAIGHT AHEAD
 EK0932'ON A DIM WOODS ROAD 0.1 MILE TO A WIRE GATE, PASS THROUGH
 EK0932'GATE AND CONTINUE SOUTHERLY ON TRAIL TO THE TOP OF RIDGE
 EK0932'(A DISTANCE OF 0.2 MILE).  TURN RIGHT ALONG TOP OF RIDGE
 EK0932'FOR APPROXIMATELY 0.1 MILE TO THREE BLAZE TREES AND THE
 EK0932'STATION.
 EK0932'
 EK0932'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 EK0932
 EK0932                          STATION RECOVERY (1959)
 EK0932
 EK0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0932'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0932'CONDITION.  DUE TO SOME ROAD CHANGES A NEW DESCRIPTION TO
 EK0932'REACH FOLLOWS--
 EK0932'
 EK0932'TO REACH FROM HEAVENER, FROM THE INTERSECTION JUST SOUTHWEST
 EK0932'OF THE RAILROAD STATION, GO NORTH ON U.S. HIGHWAYS 59 AND
 EK0932'270 FOR 0.4 MILE TO THE JUNCTION OF THESE HIGHWAYS, TURN
 EK0932'LEFT AND GO WESTERLY ON U.S. 270 FOR 4.4 MILES TO CROSSROADS,
 EK0932'TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK
 EK0932'ON THE RIGHT, CONTINUE SOUTH FOR 0.45 MILE TO POINT WHERE
 EK0932'MAIN ROAD TURNS LEFT.  THE STATION IS ON THE SUMMIT OF
 EK0932'THE RIDGE ABOUT 0.4 MILE TO SOUTHWEST OF THIS POINT.  SOME
 EK0932'CLEARING WOULD BE NECESSARY TO DRIVE A 4-WHEEL DRIVE TRUCK
 EK0932'THIS POINT TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0739 ***********************************************************************
 GG0739  DESIGNATION -  HUBBARD
 GG0739  PID         -  GG0739
 GG0739  STATE/COUNTY-  OK/OTTAWA
 GG0739  COUNTRY     -  US
 GG0739  USGS QUAD   -  MIAMI NW (2018)
 GG0739
 GG0739                         *CURRENT SURVEY CONTROL
 GG0739  ______________________________________________________________________
 GG0739* NAD 83(1997) POSITION- 36 56 18.42533(N) 094 55 52.79084(W)   ADJUSTED
 GG0739* NAVD 88 ORTHO HEIGHT -   248.4   (meters)      815.    (feet) VERTCON3
 GG0739  ______________________________________________________________________
 GG0739  GEOID HEIGHT    -        -29.536 (meters)                     GEOID18
 GG0739  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 GG0739  HORZ ORDER      -  FIRST
 GG0739
 GG0739.The horizontal coordinates were established by classical geodetic methods
 GG0739.and adjusted by the National Geodetic Survey in October 1998.
 GG0739
 GG0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0739
 GG0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0739.GEOID18 height accuracy estimate available here.
 GG0739
 GG0739.Click photographs - Photos may exist for this station.
 GG0739
 GG0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0739
 GG0739. The following values were computed from the NAD 83(1997) position.
 GG0739
 GG0739;                    North         East     Units Scale Factor Converg.
 GG0739;SPC OK N     -   219,407.325   873,331.667   MT  1.00003586   +1 48 39.5
 GG0739;SPC OK N     -   719,838.87  2,865,255.64   sFT  1.00003586   +1 48 39.5
 GG0739;UTM  15      - 4,089,787.014   328,010.243   MT  0.99996442   -1 09 39.4
 GG0739
 GG0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0739!SPC OK N     -   0.99996565  x   1.00003586  =   1.00000151
 GG0739!UTM  15      -   0.99996565  x   0.99996442  =   0.99993007
 GG0739
 GG0739:                Primary Azimuth Mark                     Grid Az
 GG0739:SPC OK N     -  HUBBARD AZ MK                            057 16 18.2
 GG0739:UTM  15      -  HUBBARD AZ MK                            060 14 37.1
 GG0739
 GG0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2801089787(NAD 83)
 GG0739
 GG0739|---------------------------------------------------------------------|
 GG0739| PID    Reference Object                     Distance      Geod. Az  |
 GG0739|                                                           dddmmss.s |
 GG0739| CI1193 BM                                                 0225359.9 |
 GG0739| CI1692 HUBBARD AZ MK                                      0590457.7 |
 GG0739| GG0717 RADIO STA KGLC CEN MAST OF 3        APPROX.14.1 KM 1122552.8 |
 GG0739| GG0740 AIRPORT BEACON MIAMI MUN APT        APPROX. 5.9 KM 1353453.2 |
 GG0739| GG0738 MIAMI MUNICIPAL TANK                APPROX. 7.2 KM 1401116.0 |
 GG0739| GG0735 MIAMI B F GOODRICH WATER TANK       APPROX. 6.3 KM 1445453.1 |
 GG0739| CI1693 HUBBARD RM 1                         42.066 METERS 19801     |
 GG0739| CI1694 HUBBARD RM 2                         28.851 METERS 30451     |
 GG0739|---------------------------------------------------------------------|
 GG0739
 GG0739                          SUPERSEDED SURVEY CONTROL
 GG0739
 GG0739  NAD 83(1993)-  36 56 18.42895(N)    094 55 52.79134(W) AD(       ) 1
 GG0739  NAD 83(1986)-  36 56 18.44299(N)    094 55 52.78303(W) AD(       ) 1
 GG0739  NAD 27      -  36 56 18.19033(N)    094 55 51.95454(W) AD(       ) 1
 GG0739  NGVD 29 (07/19/86)  248.3    (m)          815.     (f) VERT ANG       
 GG0739
 GG0739.Superseded values are not recommended for survey control.
 GG0739
 GG0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0739.See file dsdata.pdf to determine how the superseded data were derived.
 GG0739
 GG0739_MARKER: DS = TRIANGULATION STATION DISK
 GG0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0739_STAMPING: HUBBARD 1958
 GG0739_MARK LOGO: CGS
 GG0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0739+STABILITY: SURFACE MOTION
 GG0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0739+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2010
 GG0739
 GG0739  HISTORY     - Date     Condition        Report By
 GG0739  HISTORY     - 1958     MONUMENTED       CGS
 GG0739  HISTORY     - 1961     GOOD             CGS
 GG0739  HISTORY     - 1966     GOOD             CGS
 GG0739  HISTORY     - 19920728 MARK NOT FOUND   USGS
 GG0739  HISTORY     - 20100304 POOR             INDIV
 GG0739  HISTORY     - 20100425 GOOD             KSDT
 GG0739
 GG0739                          STATION DESCRIPTION
 GG0739
 GG0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0739'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF COMMERCE, 128
 GG0739'FEET NORTH OF A DRIVE WAY, 28 FEET NORTH-NORTHWEST OF THE
 GG0739'NORTHWEST CORNER OF A BARN AND 8 FEET SOUTH OF A WIRE FENCE.
 GG0739'THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND
 GG0739'AND IS STAMPED HUBBARD 1958.
 GG0739'
 GG0739'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A DRIVE WAY, 10 FEET
 GG0739'WEST OF A WHITE GATE AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 GG0739'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GG0739'HUBBARD NO 1 1958.
 GG0739'
 GG0739'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE CENTER OF A
 GG0739'GRAVELED ROAD AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK
 GG0739'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GG0739'STAMPED HUBBARD NO 2 1958.
 GG0739'
 GG0739'AZIMUTH MARK IS 42 FEET SOUTHWEST OF THE CENTER OF A CROSSROAD
 GG0739'AND 15 FEET WEST OF THE WEST END OF A CONCRETE CULVERT.  THE
 GG0739'MARK IS A STANDARD U. S. GEOLOGICAL SURVEY BENCH MARK DISK
 GG0739'BRAZED TO THE TOP OF A 4-INCH IRON PIPE, PROJECTS 18 INCHES ABOVE
 GG0739'THE SURFACE OF THE GROUND AND BEARS NO STAMPING.
 GG0739'
 GG0739'TO REACH THE STATION FROM THE POST OFFICE IN COMMERCE, GO WEST
 GG0739'ON MAIN STREET FOR 0.1 MILE TO U. S. HIGHWAY NO. 66, TURN RIGHT
 GG0739'AND GO NORTH ON U. S. HIGHWAY NO. 66 FOR 0.4 MILE TO WHERE U. S.
 GG0739'HIGHWAY NO. 66 TURNS TO THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 GG0739'THE GRAVELED ROAD AND GO NORTH FOR 0.3 MILE TO A T-INTERSECTION,
 GG0739'TURN LEFT AND GO WEST FOR 3.0 MILES TO A CROSSROAD, TURN LEFT
 GG0739'AND GO SOUTH FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 GG0739'DESCRIBED.
 GG0739'
 GG0739'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.3
 GG0739'MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.5 MILE TO A
 GG0739'SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR 1.0 MILE TO THE
 GG0739'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GG0739'
 GG0739'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 GG0739
 GG0739                          STATION RECOVERY (1961)
 GG0739
 GG0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0739'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE BENCH MARK USED
 GG0739'AS AN AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCES
 GG0739'AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DIRECTION
 GG0739'TO THE AZIMUTH MARK CHECKED, BUT THE DISTANCE WAS FOUND
 GG0739'TO BE APPROXIMATELY 1.5 MILES, INSTEAD OF 1.2 MILES.  A NEW
 GG0739'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  SOME OF THE
 GG0739'REFERENCE POINTS DID NOT CHECK AND THE TO REACH IS IN-ADEQUATE.
 GG0739'
 GG0739'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0739'
 GG0739'ABOUT 6 MILES NORTHWEST OF MIAMI, ABOUT 3-1/2 MILES WEST OF COMMERCE,
 GG0739'IN THE NORTHWEST 1/4 OF SEC. 3, T. 28 N., R. 22 E., AND ON THE
 GG0739'PROPERTY OF MYRTLE HUBBARD.  IT IS 128 FEET NORTH OF THE CENTERLINE
 GG0739'OF A DRIVEWAY, 95 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 GG0739'77 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 30 FEET
 GG0739'NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND 10 FEET SOUTH
 GG0739'OF A WIRE FENCE.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 GG0739'IS STAMPED HUBBARD 1958.
 GG0739'
 GG0739'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 69 (ABOUT
 GG0739'1 MILE NORTH OF COMMERCE), GO NORTH ON U.S. HIGHWAY 69 FOR 0.2
 GG0739'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 GG0739'FOR 0.6 MILE TO A SIDE ROAD LEFT.  CONTINUE WEST ON THE THE
 GG0739'GRAVELED ROAD FOR 2.4 MILES TO A SIDE ROAD RIGHT AND THE
 GG0739'AZIMUTH MARK ON THE RIGHT*.  CONTINUE WEST ON THE GRAVELED
 GG0739'ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 GG0739'ON A GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 GG0739'
 GG0739'*TO REACH THE BENCH MARK USED AS AN AZIMUTH MARK FROM THIS POINT,
 GG0739'GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE
 GG0739'AZIMUTH MARK ON THE LEFT.
 GG0739'
 GG0739'REFERENCE MARK 1 IS 54 FEET EAST OF THE CENTERLINE OF THE
 GG0739'GRAVELED ROAD, 9 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 GG0739'4 FEET NORTH OF A 20 INCH SPRUCE TREE AND 6 INCHES NORTH OF
 GG0739'A YARD FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0739'HUBBARD NO 1 1958.
 GG0739'
 GG0739'REFERENCE MARK 2 IS 41 FEET NORTH OF THE POWER POLE, 17 FEET
 GG0739'EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 6 INCHES WEST
 GG0739'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GG0739'IS STAMPED HUBBARD NO 2 1958.
 GG0739'
 GG0739'THE AZIMUTH MARK IS 99 FEET SOUTHWEST OF A POWER POLE, 42 FEET
 GG0739'SOUTHWEST OF THE CENTER OF A CROSSROAD, 15 FEET WEST OF THE
 GG0739'WEST END OF A CONCRETE CULVERT AND 2 FEET EAST OF A TELEPHONE
 GG0739'POLE.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GG0739'DISK BRAZED TO THE TOP OF A 4 INCH IRON PIPE, PROJECTING 18
 GG0739'INCHES AND BEARS NO STAMPING.
 GG0739'
 GG0739'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0739'ROAD, 29 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 GG0739'2 FEET WEST OF A POWER POLE AND 2 FEET NORTHWEST OF A WITNESS
 GG0739'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GG0739'HUBBARD 1958.
 GG0739'
 GG0739'NO MEASUREMENT BETWEEN RMS, BUILDINGS ON LINE.
 GG0739'
 GG0739'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0739
 GG0739                          STATION RECOVERY (1966)
 GG0739
 GG0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0739'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK AND
 GG0739'THE BM (USGS) WERE RECOVERED AS DESCRIBED IN 1961 BY GLENN W.
 GG0739'MOORE.
 GG0739'
 GG0739'ALL OBJECTS VISIBLE AT 30 FEET.
 GG0739
 GG0739                          STATION RECOVERY (1992)
 GG0739
 GG0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 GG0739'DID FIND HUBBARD NO 2.
 GG0739
 GG0739                          STATION RECOVERY (2010)
 GG0739
 GG0739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RLJ)
 GG0739'REFERENCES NOT IN, MARK WAS 1' +/- BELOW SURFACE OF GROUND.
 GG0739
 GG0739                          STATION RECOVERY (2010)
 GG0739
 GG0739'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2010 (KH)
 GG0739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0586 ***********************************************************************
 EK0586  DESIGNATION -  HUGO
 EK0586  PID         -  EK0586
 EK0586  STATE/COUNTY-  OK/CHOCTAW
 EK0586  COUNTRY     -  US
 EK0586  USGS QUAD   -  HUGO (2019)
 EK0586
 EK0586                         *CURRENT SURVEY CONTROL
 EK0586  ______________________________________________________________________
 EK0586* NAD 83(1986) POSITION- 34 00 38.     (N) 095 30 46.     (W)   SCALED
 EK0586* NAVD 88 ORTHO HEIGHT -   166.761 (meters)      547.12  (feet) ADJUSTED
 EK0586  ______________________________________________________________________
 EK0586  GEOID HEIGHT    -        -29.042 (meters)                     GEOID18
 EK0586  DYNAMIC HEIGHT  -        166.582 (meters)      546.53  (feet) COMP
 EK0586  MODELED GRAVITY -    979,564.4   (mgal)                       NAVD 88
 EK0586
 EK0586  VERT ORDER      -  FIRST     CLASS II
 EK0586
 EK0586.The horizontal coordinates were scaled from a map and have
 EK0586.an estimated accuracy of +/- 6 seconds.
 EK0586
 EK0586.The orthometric height was determined by differential leveling and
 EK0586.adjusted by the NATIONAL GEODETIC SURVEY
 EK0586.in June 1991.
 EK0586
 EK0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0586.GEOID18 height accuracy estimate available here.
 EK0586
 EK0586.Click photographs - Photos may exist for this station.
 EK0586
 EK0586.The dynamic height is computed by dividing the NAVD 88
 EK0586.geopotential number by the normal gravity value computed on the
 EK0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0586.degrees latitude (g = 980.6199 gals.).
 EK0586
 EK0586.The modeled gravity was interpolated from observed gravity values.
 EK0586
 EK0586;                    North         East    Units  Estimated Accuracy
 EK0586;SPC OK S     -    77,950.      829,730.      MT  (+/- 180 meters Scaled)
 EK0586
 EK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT679661(NAD 83)
 EK0586
 EK0586                          SUPERSEDED SURVEY CONTROL
 EK0586
 EK0586  NGVD 29 (??/??/92)  166.692  (m)          546.89   (f) ADJ UNCH    1 2
 EK0586
 EK0586.Superseded values are not recommended for survey control.
 EK0586
 EK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0586.See file dsdata.pdf to determine how the superseded data were derived.
 EK0586
 EK0586_MARKER: DB = BENCH MARK DISK
 EK0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0586_SP_SET: BUILDING
 EK0586_STAMPING: HUGO 1933
 EK0586_MARK LOGO: CGS
 EK0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0586
 EK0586  HISTORY     - Date     Condition        Report By
 EK0586  HISTORY     - 1933     MONUMENTED       CGS
 EK0586  HISTORY     - 1934     GOOD             CGS
 EK0586
 EK0586                          STATION DESCRIPTION
 EK0586
 EK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0586'AT HUGO.
 EK0586'AT HUGO CITY HALL AND FIRE STATION.  A VERTICAL FACING NORTH
 EK0586'IN BOTTOM CORNER STONE IN THE NORTHEAST CORNER OF THE BUILDING.
 EK0586'ON SOUTHWEST CORNER OF BROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1024 ***********************************************************************
 EK1024  DESIGNATION -  HUGO
 EK1024  PID         -  EK1024
 EK1024  STATE/COUNTY-  OK/CHOCTAW
 EK1024  COUNTRY     -  US
 EK1024  USGS QUAD   -  HUGO (2019)
 EK1024
 EK1024                         *CURRENT SURVEY CONTROL
 EK1024  ______________________________________________________________________
 EK1024* NAD 83(1993) POSITION- 34 00 55.55004(N) 095 31 22.13239(W)   ADJUSTED
 EK1024* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 EK1024  ______________________________________________________________________
 EK1024  GEOID HEIGHT    -        -29.067 (meters)                     GEOID18
 EK1024  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 EK1024  HORZ ORDER      -  SECOND
 EK1024
 EK1024.The horizontal coordinates were established by classical geodetic methods
 EK1024.and adjusted by the National Geodetic Survey in November 1994.
 EK1024
 EK1024.The orthometric height was scaled from a topographic map.
 EK1024
 EK1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1024.GEOID18 height accuracy estimate available here.
 EK1024
 EK1024.Click photographs - Photos may exist for this station.
 EK1024
 EK1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1024
 EK1024. The following values were computed from the NAD 83(1993) position.
 EK1024
 EK1024;                    North         East     Units Scale Factor Converg.
 EK1024;SPC OK S     -    78,468.365   828,786.431   MT  0.99998487   +1 24 21.9
 EK1024;SPC OK S     -   257,441.63  2,719,110.15   sFT  0.99998487   +1 24 21.9
 EK1024;SPC TXNC     - 2,264,365.030   874,963.929   MT  1.00001397   +1 37 25.5
 EK1024;SPC TXNC     - 7,429,004.27  2,870,610.82   sFT  1.00001397   +1 37 25.5
 EK1024;UTM  15      - 3,766,737.157   267,037.293   MT  1.00026907   -1 24 43.0
 EK1024
 EK1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1024!SPC OK S     -   0.99997567  x   0.99998487  =   0.99996054
 EK1024!SPC TXNC     -   0.99997567  x   1.00001397  =   0.99998964
 EK1024!UTM  15      -   0.99997567  x   1.00026907  =   1.00024473
 EK1024
 EK1024:                Primary Azimuth Mark                     Grid Az
 EK1024:SPC OK S     -  HUGO CHOCTAW COUNTY CTHSE DOME           117 30 18.4
 EK1024:SPC TXNC     -  HUGO CHOCTAW COUNTY CTHSE DOME           117 17 14.8
 EK1024:UTM  15      -  HUGO CHOCTAW COUNTY CTHSE DOME           120 19 23.3
 EK1024
 EK1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6703766737(NAD 83)
 EK1024
 EK1024|---------------------------------------------------------------------|
 EK1024| PID    Reference Object                     Distance      Geod. Az  |
 EK1024|                                                           dddmmss.s |
 EK1024| EK0978 HUGO RADIO STATION KIHN MAST        APPROX. 3.3 KM 1103118.5 |
 EK1024| EK0979 HUGO CHOCTAW COUNTY CTHSE DOME      APPROX. 1.4 KM 1185440.3 |
 EK1024| CX9971 HUGO RM 1                            25.888 METERS 14610     |
 EK1024| EK0980 TT 12 MT                             32.180 METERS 23350     |
 EK1024| CX9970 HUGO AZ MK                                         2532505.2 |
 EK1024|---------------------------------------------------------------------|
 EK1024
 EK1024                          SUPERSEDED SURVEY CONTROL
 EK1024
 EK1024  NAD 83(1986)-  34 00 55.55589(N)    095 31 22.12198(W) AD(       ) 2
 EK1024  NAD 27      -  34 00 55.18000(N)    095 31 21.26600(W) AD(       ) 2
 EK1024
 EK1024.Superseded values are not recommended for survey control.
 EK1024
 EK1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1024.See file dsdata.pdf to determine how the superseded data were derived.
 EK1024
 EK1024_MARKER: DS = TRIANGULATION STATION DISK
 EK1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1024_STAMPING: HUGO 1951
 EK1024_MARK LOGO: CGS
 EK1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1024+STABILITY: SURFACE MOTION
 EK1024
 EK1024  HISTORY     - Date     Condition        Report By
 EK1024  HISTORY     - 1951     MONUMENTED       CGS
 EK1024  HISTORY     - 1957     GOOD             CGS
 EK1024  HISTORY     - 1979     MARK NOT FOUND   MJH
 EK1024  HISTORY     - 1989     GOOD             LOCSUR
 EK1024  HISTORY     - 20080403 POOR             AIRDAT
 EK1024
 EK1024                          STATION DESCRIPTION
 EK1024
 EK1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK1024'THE STATION IS LOCATED IN THE NORTHWEST PART OF HUGO, JUST
 EK1024'SOUTHEAST OF THE HUGO MUNICIPAL STANDPIPE, ON CITY OWNED
 EK1024'PROPERTY.  IT IS 47 FEET SOUTHEAST OF THE STANDPIPE, 43
 EK1024'FEET WEST OF THE CENTER OF A DIRT ROAD, 36 FEET NORTH OF
 EK1024'THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES AND
 EK1024'THE DISK IS STAMPED HUGO 1951.
 EK1024'
 EK1024'REFERENCE MARK NO. 1 IS 43 FEET SOUTHWEST OF THE CENTER
 EK1024'OF A CROSS-STREETS AND 20.5 FEET WEST OF A POWER POLE.  THE
 EK1024'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HUGO NO 1
 EK1024'1951.
 EK1024'
 EK1024'TT 12 MT 1949 IS 57 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EK1024'A HOUSE, 9 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 5
 EK1024'FEET EAST OF A POWER POLE AND 2.5 FEET NORTH OF A FENCE
 EK1024'CORNER.  A STANDARD USGS BENCH MARK DISK, STAMPED TT 12
 EK1024'MT 1949, IS SET IN TOP OF A 7 BY 7 INCH CONCRETE POST WHICH
 EK1024'PROJECTS 4 INCHES.
 EK1024'
 EK1024'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK1024'HUGO TO TT 12 MT 1949.  THE DISTANCE IS SHOWN ABOVE.
 EK1024'
 EK1024'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTERLINE OF U.S.
 EK1024'HIGHWAYS 271 AND 70, 33 FEET NORTH OF THE NORTH RAIL OF A
 EK1024'RAILROAD TRACK, 15 FEET EAST OF A TELEPHONE POLE AND 2.5
 EK1024'FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES
 EK1024'AND THE DISK IS STAMPED HUGO 1951.
 EK1024'
 EK1024'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN HUGO, GO
 EK1024'WEST ON U.S. HIGHWAYS 271 AND 70 FOR 0.6 MILE TO A CROSS-STREETS,
 EK1024'(CONTINUE ON WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 EK1024'LEFT.) TURN LEFT AND GO NORTH ON A DIRT STREET FOR 0.2
 EK1024'MILE TO THE HUGO, MUNICIPAL STANDPIPE AND STATION ON THE
 EK1024'LEFT.
 EK1024'
 EK1024'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK1024
 EK1024                          STATION RECOVERY (1957)
 EK1024
 EK1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 EK1024'STATION, REFERENCE MARK NO. 1 AND NO. 2 (TT 12 MT) WERE
 EK1024'RECOVERED IN GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE
 EK1024'THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION
 EK1024'SITE ARE CORRECT.
 EK1024
 EK1024                          STATION RECOVERY (1979)
 EK1024
 EK1024'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 EK1024'ALL RMS DESTROYED.
 EK1024'
 EK1024'AZ.MK. DESTROYED.
 EK1024'
 EK1024'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HUGO OKLAHOMA.
 EK1024
 EK1024                          STATION RECOVERY (1989)
 EK1024
 EK1024'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (LWF)
 EK1024'RECOVERED IN GOOD CONDITION.
 EK1024
 EK1024                          STATION RECOVERY (2008)
 EK1024
 EK1024'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 EK1024'FOUND IN POOR CONDITION.  MONUMENT APPARENTLY DISTURBED IN RELOCATION
 EK1024'OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0979 ***********************************************************************
 EK0979  DESIGNATION -  HUGO CHOCTAW COUNTY CTHSE DOME
 EK0979  PID         -  EK0979
 EK0979  STATE/COUNTY-  OK/CHOCTAW
 EK0979  COUNTRY     -  US
 EK0979  USGS QUAD   -  HUGO (2019)
 EK0979
 EK0979                         *CURRENT SURVEY CONTROL
 EK0979  ______________________________________________________________________
 EK0979* NAD 83(1993) POSITION- 34 00 33.34621(N) 095 30 33.86208(W)   ADJUSTED
 EK0979  ______________________________________________________________________
 EK0979  GEOID HEIGHT    -        -29.036 (meters)                     GEOID18
 EK0979  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 EK0979  HORZ ORDER      -  THIRD
 EK0979
 EK0979.The horizontal coordinates were established by classical geodetic methods
 EK0979.and adjusted by the National Geodetic Survey in November 1994.
 EK0979
 EK0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0979.GEOID18 height accuracy estimate available here.
 EK0979
 EK0979.Click photographs - Photos may exist for this station.
 EK0979
 EK0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0979
 EK0979. The following values were computed from the NAD 83(1993) position.
 EK0979
 EK0979;                    North         East     Units Scale Factor Converg.
 EK0979;SPC OK S     -    77,814.915   830,041.426   MT  0.99998594   +1 24 49.3
 EK0979;SPC OK S     -   255,297.77  2,723,227.58   sFT  0.99998594   +1 24 49.3
 EK0979;SPC TXNC     - 2,263,716.331   876,221.430   MT  1.00001216   +1 37 51.8
 EK0979;SPC TXNC     - 7,426,876.00  2,874,736.47   sFT  1.00001216   +1 37 51.8
 EK0979;UTM  15      - 3,766,022.598   268,258.986   MT  1.00026207   -1 24 15.1
 EK0979
 EK0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6825866022(NAD 83)
 EK0979
 EK0979                          SUPERSEDED SURVEY CONTROL
 EK0979
 EK0979  NAD 83(1986)-  34 00 33.35236(N)    095 30 33.85173(W) AD(       ) 3
 EK0979  NAD 27      -  34 00 32.97700(N)    095 30 33.00200(W) AD(       ) 3
 EK0979
 EK0979.Superseded values are not recommended for survey control.
 EK0979
 EK0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0979.See file dsdata.pdf to determine how the superseded data were derived.
 EK0979
 EK0979_MARKER: 87 = DOME
 EK0979
 EK0979  HISTORY     - Date     Condition        Report By
 EK0979  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0979
 EK0979                          STATION DESCRIPTION
 EK0979
 EK0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0979'THE STATION IS LOCATED SOUTHEAST OF THE INTERSECTION OF EAST
 EK0979'DUKE AND NORTH 3RD STREETS.  THE BUILDING IS A LARGE CUT STONE
 EK0979'STRUCTURE ABOUT 100 FEET BY 75 FEET.  TWO STORIES HIGH AND HAS
 EK0979'A SILVER DOME.  THE BUILDING OVERALL IS ABOUT 70 FEET HIGH.
 EK0979'
 EK0979'TO REACH THE STATION FROM THE POST OFFICE IN HUGO, GO SOUTH
 EK0979'2 BLOCKS.  TURN LEFT AND GO EAST 1-1/2 BLOCKS TO COURTHOUSE
 EK0979'ON RIGHT.
 EK0979'
 EK0979'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE DOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0981 ***********************************************************************
 EK0981  DESIGNATION -  HUGO MUNICIPAL STANDPIPE
 EK0981  PID         -  EK0981
 EK0981  STATE/COUNTY-  OK/CHOCTAW
 EK0981  COUNTRY     -  US
 EK0981  USGS QUAD   -  HUGO (2019)
 EK0981
 EK0981                         *CURRENT SURVEY CONTROL
 EK0981  ______________________________________________________________________
 EK0981* NAD 83(1993) POSITION- 34 00 55.98721(N) 095 31 22.70697(W)   ADJUSTED
 EK0981  ______________________________________________________________________
 EK0981  GEOID HEIGHT    -        -29.067 (meters)                     GEOID18
 EK0981  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 EK0981  HORZ ORDER      -  THIRD
 EK0981
 EK0981.The horizontal coordinates were established by classical geodetic methods
 EK0981.and adjusted by the National Geodetic Survey in November 1994.
 EK0981
 EK0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0981.GEOID18 height accuracy estimate available here.
 EK0981
 EK0981.Click photographs - Photos may exist for this station.
 EK0981
 EK0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0981
 EK0981. The following values were computed from the NAD 83(1993) position.
 EK0981
 EK0981;                    North         East     Units Scale Factor Converg.
 EK0981;SPC OK S     -    78,481.469   828,771.363   MT  0.99998485   +1 24 21.6
 EK0981;SPC OK S     -   257,484.62  2,719,060.71   sFT  0.99998485   +1 24 21.6
 EK0981;SPC TXNC     - 2,264,378.077   874,948.811   MT  1.00001400   +1 37 25.2
 EK0981;SPC TXNC     - 7,429,047.07  2,870,561.22   sFT  1.00001400   +1 37 25.2
 EK0981;UTM  15      - 3,766,750.990   267,022.883   MT  1.00026915   -1 24 43.3
 EK0981
 EK0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6702266750(NAD 83)
 EK0981
 EK0981                          SUPERSEDED SURVEY CONTROL
 EK0981
 EK0981  NAD 83(1986)-  34 00 55.99340(N)    095 31 22.69670(W) AD(       ) 3
 EK0981  NAD 27      -  34 00 55.62000(N)    095 31 21.84300(W) AD(       ) 3
 EK0981
 EK0981.Superseded values are not recommended for survey control.
 EK0981
 EK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0981.See file dsdata.pdf to determine how the superseded data were derived.
 EK0981
 EK0981_MARKER: 52 = STANDPIPE TANK
 EK0981
 EK0981  HISTORY     - Date     Condition        Report By
 EK0981  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0981
 EK0981                          STATION DESCRIPTION
 EK0981
 EK0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0981'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE SMALL
 EK0981'CITY OF HUGO.  IT IS APPROXIMATELY 20 FEET IN DIAMETER,
 EK0981'30 FEET HIGH AND IS PAINTED SILVER.
 EK0981'
 EK0981'TO REACH THE STATION FROM THE POST OFFICE IN HUGO, GO SOUTH 1
 EK0981'BLOCK TO U.S. HIGHWAY 70.  TURN RIGHT AND GO WEST ON U.S.
 EK0981'HIGHWAY 70 FOR 0.8 MILE TO THE INTERSECTION OF W. JACKSON
 EK0981'AND N J STREETS.  TURN RIGHT AND GO 0.2 MILE TO A T-INTERSECTION.
 EK0981'TURN LEFT AND GO 100 FEET TO TOP OF HILL AND TANK ON RIGHT.
 EK0981'
 EK0981'THE POINT INTERSECTED WAS THE EXTREME TOP OF THE STANDPIPE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0982 ***********************************************************************
 EK0982  DESIGNATION -  HUGO RADIO STA KKC 846 MAST
 EK0982  PID         -  EK0982
 EK0982  STATE/COUNTY-  OK/CHOCTAW
 EK0982  COUNTRY     -  US
 EK0982  USGS QUAD   -  HUGO (2019)
 EK0982
 EK0982                         *CURRENT SURVEY CONTROL
 EK0982  ______________________________________________________________________
 EK0982* NAD 83(1993) POSITION- 34 00 56.94081(N) 095 31 26.62224(W)   ADJUSTED
 EK0982  ______________________________________________________________________
 EK0982  GEOID HEIGHT    -        -29.068 (meters)                     GEOID18
 EK0982  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 EK0982  HORZ ORDER      -  THIRD
 EK0982
 EK0982.The horizontal coordinates were established by classical geodetic methods
 EK0982.and adjusted by the National Geodetic Survey in November 1994.
 EK0982
 EK0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0982.GEOID18 height accuracy estimate available here.
 EK0982
 EK0982.Click photographs - Photos may exist for this station.
 EK0982
 EK0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0982
 EK0982. The following values were computed from the NAD 83(1993) position.
 EK0982
 EK0982;                    North         East     Units Scale Factor Converg.
 EK0982;SPC OK S     -    78,508.377   828,670.217   MT  0.99998481   +1 24 19.4
 EK0982;SPC OK S     -   257,572.90  2,718,728.87   sFT  0.99998481   +1 24 19.4
 EK0982;SPC TXNC     - 2,264,404.602   874,847.561   MT  1.00001408   +1 37 23.0
 EK0982;SPC TXNC     - 7,429,134.10  2,870,229.04   sFT  1.00001408   +1 37 23.0
 EK0982;UTM  15      - 3,766,782.848   266,923.154   MT  1.00026973   -1 24 45.5
 EK0982
 EK0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6692366782(NAD 83)
 EK0982
 EK0982                          SUPERSEDED SURVEY CONTROL
 EK0982
 EK0982  NAD 83(1986)-  34 00 56.94697(N)    095 31 26.61204(W) AD(       ) 3
 EK0982  NAD 27      -  34 00 56.57400(N)    095 31 25.75800(W) AD(       ) 3
 EK0982
 EK0982.Superseded values are not recommended for survey control.
 EK0982
 EK0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0982.See file dsdata.pdf to determine how the superseded data were derived.
 EK0982
 EK0982_MARKER: 42 = RADIO/TV MAST
 EK0982
 EK0982  HISTORY     - Date     Condition        Report By
 EK0982  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0982
 EK0982                          STATION DESCRIPTION
 EK0982
 EK0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0982'STATION IS LOCATED ABOUT 1 MILE WEST OF HUGO AND A BLOCK
 EK0982'NORTH OF U.S. HIGHWAY 70.  THE MAST IS 180 FEET HIGH, PAINTED
 EK0982'WITH ALTERNATE BANDS OF ORANGE AND WHITE.  THE RED FLASHING
 EK0982'LIGHT AT THE TOP OF THE MAST WAS THE POINT INTERSECTED.
 EK0982'
 EK0982'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 EK0982'70 AND 271 IN HUGO, BY GOING WEST ON U.S. HIGHWAY 70 FOR 0.8
 EK0982'MILE, TURN RIGHT ON N. J STREET AND GO NORTH FOR 0.1 MILE TO
 EK0982'THE STATION SITE ON RIGHT.
 EK0982'
 EK0982'THE MAST IS OWNED BY THE PUBLIC SERVICE COMPANY OF OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0978 ***********************************************************************
 EK0978  DESIGNATION -  HUGO RADIO STATION KIHN MAST
 EK0978  PID         -  EK0978
 EK0978  STATE/COUNTY-  OK/CHOCTAW
 EK0978  COUNTRY     -  US
 EK0978  USGS QUAD   -  HUGO DAM (2019)
 EK0978
 EK0978                         *CURRENT SURVEY CONTROL
 EK0978  ______________________________________________________________________
 EK0978* NAD 83(1993) POSITION- 34 00 17.75725(N) 095 29 20.95497(W)   ADJUSTED
 EK0978  ______________________________________________________________________
 EK0978  GEOID HEIGHT    -        -29.019 (meters)                     GEOID18
 EK0978  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 EK0978  HORZ ORDER      -  THIRD
 EK0978
 EK0978.The horizontal coordinates were established by classical geodetic methods
 EK0978.and adjusted by the National Geodetic Survey in November 1994.
 EK0978
 EK0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0978.GEOID18 height accuracy estimate available here.
 EK0978
 EK0978.Click photographs - Photos may exist for this station.
 EK0978
 EK0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0978
 EK0978. The following values were computed from the NAD 83(1993) position.
 EK0978
 EK0978;                    North         East     Units Scale Factor Converg.
 EK0978;SPC OK S     -    77,381.088   831,923.543   MT  0.99998670   +1 25 30.7
 EK0978;SPC OK S     -   253,874.45  2,729,402.49   sFT  0.99998670   +1 25 30.7
 EK0978;SPC TXNC     - 2,263,289.628   878,105.226   MT  1.00001090   +1 38 31.6
 EK0978;SPC TXNC     - 7,425,476.05  2,880,916.90   sFT  1.00001090   +1 38 31.6
 EK0978;UTM  15      - 3,765,496.625   270,118.003   MT  1.00025149   -1 23 33.7
 EK0978
 EK0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7011865496(NAD 83)
 EK0978
 EK0978                          SUPERSEDED SURVEY CONTROL
 EK0978
 EK0978  NAD 83(1986)-  34 00 17.76332(N)    095 29 20.94457(W) AD(       ) 3
 EK0978  NAD 27      -  34 00 17.38500(N)    095 29 20.09300(W) AD(       ) 3
 EK0978
 EK0978.Superseded values are not recommended for survey control.
 EK0978
 EK0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0978.See file dsdata.pdf to determine how the superseded data were derived.
 EK0978
 EK0978_MARKER: 42 = RADIO/TV MAST
 EK0978
 EK0978  HISTORY     - Date     Condition        Report By
 EK0978  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0978
 EK0978                          STATION DESCRIPTION
 EK0978
 EK0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0978'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF HUGO ON U.S.
 EK0978'HIGHWAY 70.  THE MAST IS 157 FEET HIGH, PAINTED WITH ALTERNATE
 EK0978'BANDS OF ORANGE AND WHITE.  THE RED FLASHING LIGHT AT THE
 EK0978'TOP OF THE MAST WAS THE POINT INTERSECTED.
 EK0978'
 EK0978'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 EK0978'70 AND 271 IN HUGO, BY GOING EAST ON U.S. HIGHWAY 70 FOR 1.4
 EK0978'MILES TO THE STATION SITE ON RIGHT.  THE MAST IS OWNED BY THE
 EK0978'LITTLE DIXIE BROADCASTING COMPANY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0595 ***********************************************************************
 EM0595  DESIGNATION -  HULEN
 EM0595  PID         -  EM0595
 EM0595  STATE/COUNTY-  OK/COMANCHE
 EM0595  COUNTRY     -  US
 EM0595  USGS QUAD   -  LETITIA (2018)
 EM0595
 EM0595                         *CURRENT SURVEY CONTROL
 EM0595  ______________________________________________________________________
 EM0595* NAD 83(1993) POSITION- 34 31 29.12674(N) 098 13 46.76606(W)   ADJUSTED
 EM0595* NAVD 88 ORTHO HEIGHT -   341.7   (meters)     1121.    (feet) VERTCON3
 EM0595  ______________________________________________________________________
 EM0595  GEOID HEIGHT    -        -25.496 (meters)                     GEOID18
 EM0595  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 EM0595  HORZ ORDER      -  THIRD
 EM0595
 EM0595.The horizontal coordinates were established by classical geodetic methods
 EM0595.and adjusted by the National Geodetic Survey in November 1994.
 EM0595
 EM0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0595
 EM0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0595.GEOID18 height accuracy estimate available here.
 EM0595
 EM0595.Click photographs - Photos may exist for this station.
 EM0595
 EM0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0595
 EM0595. The following values were computed from the NAD 83(1993) position.
 EM0595
 EM0595;                    North         East     Units Scale Factor Converg.
 EM0595;SPC OK S     -   132,180.544   578,915.878   MT  0.99993648   -0 07 49.3
 EM0595;SPC OK S     -   433,662.33  1,899,326.51   sFT  0.99993648   -0 07 49.3
 EM0595;UTM  14      - 3,820,611.913   570,699.821   MT  0.99966161   +0 26 11.8
 EM0595
 EM0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0595!SPC OK S     -   0.99995037  x   0.99993648  =   0.99988685
 EM0595!UTM  14      -   0.99995037  x   0.99966161  =   0.99961200
 EM0595
 EM0595:                Primary Azimuth Mark                     Grid Az
 EM0595:SPC OK S     -  HULEN AZ MK                              014 55 05.5
 EM0595:UTM  14      -  HULEN AZ MK                              014 21 04.4
 EM0595
 EM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7069920611(NAD 83)
 EM0595
 EM0595|---------------------------------------------------------------------|
 EM0595| PID    Reference Object                     Distance      Geod. Az  |
 EM0595|                                                           dddmmss.s |
 EM0595| EM0598 HULEN RM 4                           69.701 METERS 00108     |
 EM0595| CX8339 HULEN RM 1                            8.121 METERS 00814     |
 EM0595| EM0597 HULEN AZ MK                         APPROX. 1.3 KM 0144716.2 |
 EM0595| CX8340 HULEN RM 2                           15.123 METERS 26953     |
 EM0595| EM0599 HULEN RM 3                           15.596 METERS 27112     |
 EM0595|---------------------------------------------------------------------|
 EM0595
 EM0595                          SUPERSEDED SURVEY CONTROL
 EM0595
 EM0595  NAD 83(1986)-  34 31 29.13043(N)    098 13 46.75106(W) AD(       ) 3
 EM0595  NAD 27      -  34 31 28.84400(N)    098 13 45.58800(W) AD(       ) 3
 EM0595  NGVD 29 (07/19/86)  341.6    (m)         1121.     (f) VERT ANG       
 EM0595
 EM0595.Superseded values are not recommended for survey control.
 EM0595
 EM0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0595.See file dsdata.pdf to determine how the superseded data were derived.
 EM0595
 EM0595_MARKER: DS = TRIANGULATION STATION DISK
 EM0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0595_STAMPING: HULEN 1948 1970
 EM0595_MARK LOGO: CGS
 EM0595_PROJECTION: FLUSH
 EM0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0595+STABILITY: SURFACE MOTION
 EM0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0595+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 EM0595
 EM0595  HISTORY     - Date     Condition        Report By
 EM0595  HISTORY     - 1948     MONUMENTED       CGS
 EM0595  HISTORY     - 1963     GOOD             CGS
 EM0595  HISTORY     - 1970     SEE DESCRIPTION  NGS
 EM0595  HISTORY     - 1974     GOOD             NGS
 EM0595  HISTORY     - 1975     GOOD             DMA
 EM0595  HISTORY     - 1988     GOOD             USPSQD
 EM0595  HISTORY     - 20000220 GOOD             LOCSUR
 EM0595  HISTORY     - 20090722 GOOD             INDIV
 EM0595
 EM0595                          STATION DESCRIPTION
 EM0595
 EM0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0595'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF LAWTON AND
 EM0595'ABOUT 1.5 MILES NORTH OF THE VILLAGE OF HULEN, ON THE RIGHT-OF-WAY
 EM0595'OF A NORTH-SOUTH DIRT ROAD.  IT IS 23 FEET EAST OF THE CENTER
 EM0595'OF THE NORTH-SOUTH DIRT ROAD, 72.5 FEET SOUTH OF THE CENTER
 EM0595'OF A WIRE GATE AND 4 FEET SOUTHWEST OF A 4-INCH SQUARE WOODEN
 EM0595'WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED HULEN 1948 AND
 EM0595'PROJECTS 4 INCHES.
 EM0595'
 EM0595'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND
 EM0595'25 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS
 EM0595'STAMPED HULEN NO 1 1948 AND PROJECTS 4 INCHES.
 EM0595'
 EM0595'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE AND IS
 EM0595'27 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS
 EM0595'STAMPED HULEN NO 2 1948 AND PROJECTS 4 INCHES.
 EM0595'
 EM0595'THE AZIMUTH MARK IS 0.2 MILE EAST OF A CROSSROAD, 26 FEET SOUTH
 EM0595'OF THE CENTER OF AN EAST-WEST DIRT ROAD, 10 FEET NORTH OF AN
 EM0595'EAST-WEST FENCE LINE AND 1.5 FEET EAST OF A 4-INCH SQUARE WOODEN
 EM0595'WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED HULEN 1948 AND
 EM0595'PROJECTS 3 INCHES.
 EM0595'
 EM0595'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 277
 EM0595'AND STATE HIGHWAY 7 AT THE SOUTHEASTERN PART OF LAWTON, GO EAST
 EM0595'OF STATE HIGHWAY 7 FOR 10.5 MILES TO THE PUMPKIN CENTER STORE
 EM0595'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 4.1 MILES
 EM0595'TO A CROSSROAD, TURN RIGHT AND GO 0.8 MILE TO THE AZIMUTH MARK
 EM0595'ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.2 MILES TO A
 EM0595'CROSSROAD, TURN LEFT, SOUTH, AND GO 0.8 MILE TO THE STATION ON
 EM0595'THE LEFT AS DESCRIBED.
 EM0595'
 EM0595'A 4 FOOT SIGNAL WILL SEE AN 87 FOOT SIGNAL AT WALTERS.
 EM0595'
 EM0595'A 4 FOOT SIGNAL WILL SEE A 47 FOOT SIGNAL AT DUNCAN 1902.
 EM0595
 EM0595                          STATION RECOVERY (1963)
 EM0595
 EM0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0595'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 EM0595'AND FOUND TO BE IN GOOD CONDITION.  THE TOP OF THE STATION
 EM0595'MONUMENT HAS BEEN PARTIAL BROKEN, BUT NO EVIDENCE SHOWS THAT
 EM0595'THE MARK HAS MOVED.  THERE IS A SET OF FARM BUILDINGS JUST EAST
 EM0595'OF THE STATION.  REFERENCE MARK NO. 2 HAS BEEN STRUCK BY HEAVY
 EM0595'MACHINERY AND IS LEANING.
 EM0595'
 EM0595'THE STATION IS ABOUT 5-1/4 MILES SOUTH AND 9-1/4 MILES EAST OF
 EM0595'LAWTON, NEAR THE WEST CENTER OF THE SOUTHWEST 1/4 OF SEC. 26, T 1
 EM0595'N, R 10 W, 24.0 FEET EAST OF THE CENTER OF THE ROAD, 16.0 FEET
 EM0595'SOUTH OF THE CENTER OF DRIVE WAY, 98.5 FEET SOUTH OF A TELEPHONE
 EM0595'POLE, 132.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 EM0595'MR. W.E. ROACHS HOUSE AND 5.0 FEET NORTHWEST OF A GATE POST.
 EM0595'A STANDARD DISK STAMPED HULEN 1948 AND SET IN THE TOP OF A
 EM0595'SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES.
 EM0595'
 EM0595'REFERENCE MARK NO. 1 IS 26.64 FEET NORTH OF THE STATION AT THE
 EM0595'NORTH EDGE OF THE DRIVE WAY.  A STANDARD DISK STAMPED HULEN NO
 EM0595'1 1948 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 EM0595'SURFACE OF THE GROUND.
 EM0595'
 EM0595'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION AND
 EM0595'0.2 MILE EAST, ON THE SOUTH SIDE OF THE ROAD, 26 FEET SOUTH
 EM0595'OF THE CENTER OF THE ROAD AND 1.0 FOOT NORTH OF A FENCE LINE.
 EM0595'
 EM0595'THE STATION WAS REACHED FROM CROSS ROAD INTERSECTION AND JUNCTION
 EM0595'OF STATE HIGHWAYS 65 AND 7 ABOUT 10 MILES EAST OF LAWTON, BY
 EM0595'GOING SOUTH ON STATE HIGHWAY 65 FOR 4.0 MILES TO A CROSS ROAD,
 EM0595'TURN RIGHT AND GO WEST FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 EM0595'LEFT, SOUTH SIDE OF THE ROAD, CONTINUE WEST FOR 0.2 MILE TO A
 EM0595'CROSS ROAD, TURN LEFT AND GO SOUTH FOR 0.8 MILE TO THE STATION
 EM0595'ON THE LEFT, EAST SIDE OF THE ROAD.
 EM0595
 EM0595                          STATION RECOVERY (1970)
 EM0595
 EM0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0595'THE STATION SURFACE MARK WAS FOUND WITH THE TOP BROKEN OFF OF THE
 EM0595'CONCRETE POST.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED.
 EM0595'REFERENCE MARK NO. 1, AZIMUTH MARK, AND THE UNDERGROUND STATION
 EM0595'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO
 EM0595'REFERENCE MARK NO. 1 CHECKED BUT THE DIRECTION FAILED TO CHECK
 EM0595'BY - 4 MINUTES 46 SECONDS.
 EM0595'
 EM0595'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 EM0595'STATION MARK AND ALSO REFERENCE MARK NO. 3 WAS SET.
 EM0595'
 EM0595'FOLLOWING IS A NEW DESCRIPTION.
 EM0595'
 EM0595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 EM0595'65 WHICH IS ABOUT 10 MILES EAST OF LAWTON, GO SOUTH ON STATE
 EM0595'HIGHWAY 65 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 EM0595'ON A GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EM0595'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.
 EM0595'TURN LEFT AND GO SOUTH ON A BLACKTOP ROAD FOR 0.8 MILE TO THE
 EM0595'STATION ON THE LEFT.
 EM0595'
 EM0595'STATION SURFACE MARK, A STANDARD DISK STAMPED HULEN 1948 1970,
 EM0595'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 EM0595'THE SURFACE OF THE GROUND.  IT IS 132 FEET WEST-SOUTHWEST OF THE
 EM0595'SOUTHWEST CORNER OF OLD FOUNDATION FOR A HOUSE, 108 FEET SOUTH OF
 EM0595'A T-FENCE CORNER POST AT THE NORTH SIDE OF OLD FARM ENTRANCE,
 EM0595'87 FEET SOUTH OF A TELEPHONE POLE, 5.5 FEET NORTHWEST OF A
 EM0595'T-FENCE CORNER POST AT A WIRE GATE IN AN EAST-WEST FENCE, AND
 EM0595'1 FOOT NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK,
 EM0595'A STANDARD DISK STAMPED HULEN 1948, IS SET IN THE TOP OF AN
 EM0595'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 EM0595'THE GROUND.
 EM0595'
 EM0595'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HULEN NO. 1 1948,
 EM0595'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 EM0595'WITH THE SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH OF THE
 EM0595'T-FENCE CORNER POST AT THE NORTH SIDE OF A WIRE GATE AT OLD FARM
 EM0595'ENTRANCE, 60 FEET SOUTH OF A TELEPHONE POLE, 30.5 FEET NORTH
 EM0595'OF THE WEST GATE POST FOR THE GATE IN THE EAST-WEST FENCE, 26
 EM0595'FEET EAST OF THE CENTER OF THE ROAD, AND 1 FOOT WEST OF A
 EM0595'FENCE.
 EM0595'
 EM0595'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HULEN 1948 NO. 3
 EM0595'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 EM0595'2 INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET
 EM0595'NORTH OF A METAL FENCE POST, AND SET UNDER A NORTH-SOUTH FENCE.
 EM0595'
 EM0595'AZIMUTH MARK, A STANDARD DISK STAMPED HULEN 1948, IS SET IN
 EM0595'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 EM0595'IT IS 27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET
 EM0595'EAST OF A WOODEN WITNESS POST, 1 FOOT NORTH OF A FENCE, AND 1
 EM0595'FOOT WEST OF A METAL WITNESS POST.
 EM0595'
 EM0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 EM0595'MILES SOUTHEAST OF LAWTON.
 EM0595
 EM0595                          STATION RECOVERY (1974)
 EM0595
 EM0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0595'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1970 RECOVERY
 EM0595'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EM0595'
 EM0595'THE DISTANCE AND DIRECTION WERE CHECKED TO THE REFERENCE
 EM0595'MARKS.
 EM0595'
 EM0595'REFERENCE MARK NO. 4 USA WAS ESTABLISHED BY THE US ARMY AND IT
 EM0595'WAS REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE TO
 EM0595'REFERENCE MARK NO. 4.
 EM0595'
 EM0595'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 EM0595'REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 EM0595'THAT IS FLUSH WITH THE GROUND AND IS STAMPED HULEN 1948 NO 4
 EM0595'USA 1974.  IT IS EAST-NORTHEAST AND ACROSS THE ROAD FROM A
 EM0595'DRIVE-WAY LEADING TO FARM HOUSE, 20 FEET EAST OF THE CENTER OF
 EM0595'ROAD AND 5 FEET WEST OF THE FENCE-LINE.
 EM0595'
 EM0595'THE 1970 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EM0595'
 EM0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SE OF
 EM0595'LAWTON
 EM0595
 EM0595                          STATION RECOVERY (1975)
 EM0595
 EM0595'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (DLL)
 EM0595'HULEN 1948/1970 RECOVERED GOOD.
 EM0595'
 EM0595'HULEN NO 1 1948 RECOVERED GOOD.
 EM0595'
 EM0595'HULEN NO 3 1970 RECOVERED GOOD.
 EM0595'
 EM0595'AZ MK NOT SEARCHED FOR.
 EM0595'
 EM0595'DISTANCE AND DIRECTION FROM NEAREST TOWN--12.7 MILES SOUTHEAST OF
 EM0595'LAWTON.
 EM0595
 EM0595                          STATION RECOVERY (1988)
 EM0595
 EM0595'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 EM0595'RECOVERED IN GOOD CONDITION.
 EM0595
 EM0595                          STATION RECOVERY (2000)
 EM0595
 EM0595'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0595'RECOVERED IN GOOD CONDITION.  USED IN LAWTON 2000 MONUMENTATION
 EM0595'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0595'NO OBSTRUCTIONS.
 EM0595
 EM0595                          STATION RECOVERY (2009)
 EM0595
 EM0595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0595'MARK, RM1 AND AZIMUTH MARK RECOVERED. RM2,RM3 AND RM4 WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0597 ***********************************************************************
 EM0597  DESIGNATION -  HULEN AZ MK
 EM0597  PID         -  EM0597
 EM0597  STATE/COUNTY-  OK/COMANCHE
 EM0597  COUNTRY     -  US
 EM0597  USGS QUAD   -  LETITIA (2018)
 EM0597
 EM0597                         *CURRENT SURVEY CONTROL
 EM0597  ______________________________________________________________________
 EM0597* NAD 83(1993) POSITION- 34 32 09.86956(N) 098 13 33.76904(W)   ADJUSTED
 EM0597* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 EM0597  ______________________________________________________________________
 EM0597  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 EM0597  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 EM0597  HORZ ORDER      -  THIRD
 EM0597
 EM0597.The horizontal coordinates were established by classical geodetic methods
 EM0597.and adjusted by the National Geodetic Survey in November 1994.
 EM0597
 EM0597.The orthometric height was scaled from a topographic map.
 EM0597
 EM0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0597.GEOID18 height accuracy estimate available here.
 EM0597
 EM0597.Click photographs - Photos may exist for this station.
 EM0597
 EM0597.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0597
 EM0597. The following values were computed from the NAD 83(1993) position.
 EM0597
 EM0597;                    North         East     Units Scale Factor Converg.
 EM0597;SPC OK S     -   133,435.180   579,250.138   MT  0.99993629   -0 07 41.9
 EM0597;SPC OK S     -   437,778.59  1,900,423.16   sFT  0.99993629   -0 07 41.9
 EM0597;UTM  14      - 3,821,869.451   571,021.559   MT  0.99966217   +0 26 19.7
 EM0597
 EM0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0597!SPC OK S     -   0.99995204  x   0.99993629  =   0.99988833
 EM0597!UTM  14      -   0.99995204  x   0.99966217  =   0.99961423
 EM0597
 EM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7102121869(NAD 83)
 EM0597
 EM0597                          SUPERSEDED SURVEY CONTROL
 EM0597
 EM0597  NAD 83(1986)-  34 32 09.87328(N)    098 13 33.75399(W) AD(       ) 3
 EM0597  NAD 27      -  34 32 09.58767(N)    098 13 32.59091(W) AD(       ) 3
 EM0597
 EM0597.Superseded values are not recommended for survey control.
 EM0597
 EM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0597.See file dsdata.pdf to determine how the superseded data were derived.
 EM0597
 EM0597_MARKER: DZ = AZIMUTH MARK DISK
 EM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0597_STAMPING: HULEN 1948
 EM0597_MARK LOGO: CGS
 EM0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0597+STABILITY: SURFACE MOTION
 EM0597
 EM0597  HISTORY     - Date     Condition        Report By
 EM0597  HISTORY     - 1948     MONUMENTED       CGS
 EM0597  HISTORY     - 1974     GOOD             NGS
 EM0597  HISTORY     - 20000220 GOOD             LOCSUR
 EM0597
 EM0597                          STATION DESCRIPTION
 EM0597
 EM0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 65
 EM0597'WHICH IS ABOUT 10 MILES EAST OF LAWTON, GO SOUTH ON STATE HIGHWAY 65
 EM0597'FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 EM0597'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EM0597'
 EM0597'AZIMUTH MARK, A STANDARD DISK STAMPED HULEN 1948, IS SET IN THE TOP
 EM0597'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 27 FEET
 EM0597'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET EAST OF A WOODEN
 EM0597'WITNESS POST, 1 FOOT NORTH OF A FENCE, AND 1 FOOT WEST OF A METAL
 EM0597'WITNESS POST.
 EM0597
 EM0597                          STATION RECOVERY (2000)
 EM0597
 EM0597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0597'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0599 ***********************************************************************
 EM0599  DESIGNATION -  HULEN RM 3
 EM0599  PID         -  EM0599
 EM0599  STATE/COUNTY-  OK/COMANCHE
 EM0599  COUNTRY     -  US
 EM0599  USGS QUAD   -  LETITIA (2018)
 EM0599
 EM0599                         *CURRENT SURVEY CONTROL
 EM0599  ______________________________________________________________________
 EM0599* NAD 83(1993) POSITION- 34 31 29.13731(N) 098 13 47.37746(W)   NO CHECK
 EM0599* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 EM0599  ______________________________________________________________________
 EM0599  GEOID HEIGHT    -        -25.496 (meters)                     GEOID18
 EM0599  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 EM0599  HORZ ORDER      -  THIRD
 EM0599
 EM0599.The horizontal coordinates were established by classical geodetic methods
 EM0599.and adjusted by the National Geodetic Survey in November 1994.
 EM0599
 EM0599.No horizontal observational check was made to the station.
 EM0599
 EM0599.The orthometric height was scaled from a topographic map.
 EM0599
 EM0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0599.GEOID18 height accuracy estimate available here.
 EM0599
 EM0599.Click photographs - Photos may exist for this station.
 EM0599
 EM0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0599
 EM0599. The following values were computed from the NAD 83(1993) position.
 EM0599
 EM0599;                    North         East     Units Scale Factor Converg.
 EM0599;SPC OK S     -   132,180.905   578,900.287   MT  0.99993648   -0 07 49.6
 EM0599;SPC OK S     -   433,663.52  1,899,275.36   sFT  0.99993648   -0 07 49.6
 EM0599;UTM  14      - 3,820,612.120   570,684.231   MT  0.99966158   +0 26 11.5
 EM0599
 EM0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0599!SPC OK S     -   0.99995031  x   0.99993648  =   0.99988679
 EM0599!UTM  14      -   0.99995031  x   0.99966158  =   0.99961190
 EM0599
 EM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7068420612(NAD 83)
 EM0599
 EM0599|---------------------------------------------------------------------|
 EM0599| PID    Reference Object                     Distance      Geod. Az  |
 EM0599|                                                           dddmmss.s |
 EM0599| EM0598 HULEN RM 4                           71.407 METERS 01345     |
 EM0599| EM0595 HULEN                                15.596 METERS 09112     |
 EM0599|---------------------------------------------------------------------|
 EM0599
 EM0599                          SUPERSEDED SURVEY CONTROL
 EM0599
 EM0599  NAD 83(1986)-  34 31 29.14100(N)    098 13 47.36247(W) AD(       ) 3
 EM0599  NAD 27      -  34 31 28.85465(N)    098 13 46.19941(W) AD(       ) 3
 EM0599
 EM0599.Superseded values are not recommended for survey control.
 EM0599
 EM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0599.See file dsdata.pdf to determine how the superseded data were derived.
 EM0599
 EM0599_MARKER: DR = REFERENCE MARK DISK
 EM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0599_STAMPING: HULEN 1948 NO 3 1970
 EM0599_MARK LOGO: CGS
 EM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0599+STABILITY: SURFACE MOTION
 EM0599
 EM0599  HISTORY     - Date     Condition        Report By
 EM0599  HISTORY     - 1970     MONUMENTED       NGS
 EM0599  HISTORY     - 1974     GOOD             NGS
 EM0599  HISTORY     - 20000220 MARK NOT FOUND   LOCSUR
 EM0599
 EM0599                          STATION DESCRIPTION
 EM0599
 EM0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 65
 EM0599'WHICH IS ABOUT 10 MILES EAST OF LAWTON, GO SOUTH ON STATE HIGHWAY 65
 EM0599'FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 EM0599'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 EM0599'ON THE GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 EM0599'SOUTH ON A BLACKTOP ROAD FOR 0.8 MILE TO THE STATION ON THE
 EM0599'LEFT.
 EM0599'
 EM0599'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HULEN 1948 NO. 3
 EM0599'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 EM0599'INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET NORTH
 EM0599'OF A METAL FENCE POST, AND SET UNDER A NORTH-SOUTH FENCE.
 EM0599
 EM0599                          STATION RECOVERY (2000)
 EM0599
 EM0599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0599'MARK WAS NOT FOUND AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0598 ***********************************************************************
 EM0598  DESIGNATION -  HULEN RM 4
 EM0598  PID         -  EM0598
 EM0598  STATE/COUNTY-  OK/COMANCHE
 EM0598  COUNTRY     -  US
 EM0598  USGS QUAD   -  LETITIA (2018)
 EM0598
 EM0598                         *CURRENT SURVEY CONTROL
 EM0598  ______________________________________________________________________
 EM0598* NAD 83(1993) POSITION- 34 31 31.38825(N) 098 13 46.71204(W)   NO CHECK
 EM0598* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 EM0598  ______________________________________________________________________
 EM0598  GEOID HEIGHT    -        -25.499 (meters)                     GEOID18
 EM0598  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 EM0598  HORZ ORDER      -  THIRD
 EM0598
 EM0598.The horizontal coordinates were established by classical geodetic methods
 EM0598.and adjusted by the National Geodetic Survey in November 1994.
 EM0598
 EM0598.No horizontal observational check was made to the station.
 EM0598
 EM0598.The orthometric height was scaled from a topographic map.
 EM0598
 EM0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0598.GEOID18 height accuracy estimate available here.
 EM0598
 EM0598.Click photographs - Photos may exist for this station.
 EM0598
 EM0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0598
 EM0598. The following values were computed from the NAD 83(1993) position.
 EM0598
 EM0598;                    North         East     Units Scale Factor Converg.
 EM0598;SPC OK S     -   132,250.223   578,917.414   MT  0.99993647   -0 07 49.3
 EM0598;SPC OK S     -   433,890.94  1,899,331.55   sFT  0.99993647   -0 07 49.3
 EM0598;UTM  14      - 3,820,681.585   570,700.667   MT  0.99966161   +0 26 11.9
 EM0598
 EM0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0598!SPC OK S     -   0.99995031  x   0.99993647  =   0.99988678
 EM0598!UTM  14      -   0.99995031  x   0.99966161  =   0.99961193
 EM0598
 EM0598:                Primary Azimuth Mark                     Grid Az
 EM0598:SPC OK S     -  HULEN AZ MK                              015 41 03.1
 EM0598:UTM  14      -  HULEN AZ MK                              015 07 01.9
 EM0598
 EM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7070020681(NAD 83)
 EM0598
 EM0598|---------------------------------------------------------------------|
 EM0598| PID    Reference Object                     Distance      Geod. Az  |
 EM0598|                                                           dddmmss.s |
 EM0598| EM0597 HULEN AZ MK                         APPROX. 1.2 KM 0153313.8 |
 EM0598| EM0595 HULEN                                69.701 METERS 18108     |
 EM0598| EM0599 HULEN RM 3                           71.407 METERS 19345     |
 EM0598|---------------------------------------------------------------------|
 EM0598
 EM0598                          SUPERSEDED SURVEY CONTROL
 EM0598
 EM0598  NAD 83(1986)-  34 31 31.39198(N)    098 13 46.69703(W) AD(       ) 3
 EM0598  NAD 27      -  34 31 31.10558(N)    098 13 45.53392(W) AD(       ) 3
 EM0598
 EM0598.Superseded values are not recommended for survey control.
 EM0598
 EM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0598.See file dsdata.pdf to determine how the superseded data were derived.
 EM0598
 EM0598_MARKER: DR = REFERENCE MARK DISK
 EM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0598_STAMPING: HULEN 1948 NO 4 USA 1974
 EM0598_MARK LOGO: NGS
 EM0598_PROJECTION: FLUSH
 EM0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0598+STABILITY: SURFACE MOTION
 EM0598
 EM0598  HISTORY     - Date     Condition        Report By
 EM0598  HISTORY     - 1974     MONUMENTED       NGS
 EM0598  HISTORY     - 20000210 GOOD             LOCSUR
 EM0598
 EM0598                          STATION DESCRIPTION
 EM0598
 EM0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0598'REFERENCE MARK NO. 4 USA WAS ESTABLISHED BY THE US ARMY AND IT WAS
 EM0598'REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE TO REFERENCE
 EM0598'MARK NO. 4.
 EM0598'
 EM0598'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EM0598'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH
 EM0598'WITH THE GROUND AND IS STAMPED HULEN 1948 NO 4 USA 1974.  IT IS
 EM0598'EAST-NORTHEAST AND ACROSS THE ROAD FROM A DRIVE-WAY LEADING TO
 EM0598'FARM HOUSE, 20 FEET EAST OF THE CENTER OF ROAD AND 5 FEET WEST OF
 EM0598'THE FENCE-LINE.
 EM0598
 EM0598                          STATION RECOVERY (2000)
 EM0598
 EM0598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0598'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0745 ***********************************************************************
 GJ0745  DESIGNATION -  HULL
 GJ0745  PID         -  GJ0745
 GJ0745  STATE/COUNTY-  OK/ELLIS
 GJ0745  COUNTRY     -  US
 GJ0745  USGS QUAD   -  MAY WEST (2018)
 GJ0745
 GJ0745                         *CURRENT SURVEY CONTROL
 GJ0745  ______________________________________________________________________
 GJ0745* NAD 83(1993) POSITION- 36 31 18.28119(N) 099 49 18.31324(W)   ADJUSTED
 GJ0745* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 GJ0745  ______________________________________________________________________
 GJ0745  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 GJ0745  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 GJ0745  HORZ ORDER      -  FIRST
 GJ0745
 GJ0745.The horizontal coordinates were established by classical geodetic methods
 GJ0745.and adjusted by the National Geodetic Survey in November 1994.
 GJ0745
 GJ0745.The orthometric height was scaled from a topographic map.
 GJ0745
 GJ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0745.GEOID18 height accuracy estimate available here.
 GJ0745
 GJ0745.Click photographs - Photos may exist for this station.
 GJ0745
 GJ0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0745
 GJ0745. The following values were computed from the NAD 83(1993) position.
 GJ0745
 GJ0745;                    North         East     Units Scale Factor Converg.
 GJ0745;SPC OK N     -   170,375.241   436,848.102   MT  0.99996447   -1 04 30.4
 GJ0745;SPC OK N     -   558,972.77  1,433,225.81   sFT  0.99996447   -1 04 30.4
 GJ0745;UTM  14      - 4,042,134.104   426,427.472   MT  0.99966669   -0 29 20.7
 GJ0745
 GJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0745!SPC OK N     -   0.99988839  x   0.99996447  =   0.99985286
 GJ0745!UTM  14      -   0.99988839  x   0.99966669  =   0.99955511
 GJ0745
 GJ0745:                Primary Azimuth Mark                     Grid Az
 GJ0745:SPC OK N     -  HULL AZ MK                               003 42 03.7
 GJ0745:UTM  14      -  HULL AZ MK                               003 06 54.0
 GJ0745
 GJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2642742134(NAD 83)
 GJ0745
 GJ0745|---------------------------------------------------------------------|
 GJ0745| PID    Reference Object                     Distance      Geod. Az  |
 GJ0745|                                                           dddmmss.s |
 GJ0745| CK9927 HULL AZ MK                                         0023733.3 |
 GJ0745| CK9928 HULL RM 1                             2.078 METERS 13016     |
 GJ0745| CK9929 HULL RM 2                             2.054 METERS 23336     |
 GJ0745| GJ0747 LAVERNE PHILLIPS WATER TANK         APPROX.16.6 KM 3374221.1 |
 GJ0745|---------------------------------------------------------------------|
 GJ0745
 GJ0745                          SUPERSEDED SURVEY CONTROL
 GJ0745
 GJ0745  NAD 83(1986)-  36 31 18.28863(N)    099 49 18.30252(W) AD(       ) 1
 GJ0745  NAD 27      -  36 31 18.16001(N)    099 49 16.85937(W) AD(       ) 1
 GJ0745
 GJ0745.Superseded values are not recommended for survey control.
 GJ0745
 GJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0745.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0745
 GJ0745_MARKER: DS = TRIANGULATION STATION DISK
 GJ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0745_STAMPING: HULL 1934
 GJ0745_MARK LOGO: CGS
 GJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0745+STABILITY: SURFACE MOTION
 GJ0745
 GJ0745  HISTORY     - Date     Condition        Report By
 GJ0745  HISTORY     - 1934     MONUMENTED       CGS
 GJ0745  HISTORY     - 1963     GOOD             CGS
 GJ0745
 GJ0745                          STATION DESCRIPTION
 GJ0745
 GJ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0745'STATION IS LOCATED 8 MILES EAST AND 2 MILES NORTH OF CATESBY IN
 GJ0745'SOUTHEAST CORNER OF SOUTHEAST QUARTER OF SEC. 25, T. 24 N., R. 25
 GJ0745'W., IT IS 13 MILES SOUTH AND 3 MILES EAST OF LAVERNE, NEAR
 GJ0745'THE NORTH END OF A LONG GRASSY RIDGE WHICH RUNS NORTH AND SOUTH.
 GJ0745'
 GJ0745'REACHED FROM CATESBY BY GOING EAST 4.9 MILES TO U.S. HIGHWAY 283,
 GJ0745'CONTINUE EAST ON SECTION-LINE ROAD FOR 3.0 MILES THENCE NORTH ON
 GJ0745'SECTION-LINE ROAD (UNIMPROVED) FOR 2.0 MILES TO SECTION CORNER.
 GJ0745'STATION IS ABOUT 400 FEET WEST OF THIS CORNER, 3 FEET
 GJ0745'NORTH OF EAST-WEST FENCE ON HIGHEST GROUND.  MR. C.R. RICHARDSON
 GJ0745'LIVES 1/4 MILE NORTHEAST.
 GJ0745'
 GJ0745'REFERENCE MARK NO. 1 IS 2.078 METERS (6.82 FEET) SOUTHEAST OF
 GJ0745'STATION SET IN EAST-WEST SECTION-LINE FENCE.
 GJ0745'
 GJ0745'REFERENCE MARK NO. 2 IS 2.055 METERS (6.74 FEET) SOUTHWEST
 GJ0745'OF STATION SET IN SAME FENCE AS NO. 1.
 GJ0745'
 GJ0745'AZIMUTH MARK IS 1.0 MILE NORTH OF STATION, REACHED BY CONTINUING
 GJ0745'NORTH ON SECTION-LINE ROAD LEADING TO STATION FOR 1.0 MILE
 GJ0745'TO SECTION CORNER.  MARK IS 20 FEET NORTH OF CENTERLINE OF
 GJ0745'EAST-WEST SECTION-LINE ROAD, 25 FEET WEST OF NORTH-SOUTH
 GJ0745'SECTION-LINE ROAD, 20 PACES NORTHWEST OF LONE MAIL BOX.
 GJ0745'
 GJ0745'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0745'BRONZE DISKS SET IN CONCRETE.
 GJ0745'
 GJ0745'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METERS.
 GJ0745
 GJ0745                          STATION RECOVERY (1963)
 GJ0745
 GJ0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0745'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 GJ0745'RECOVERED AS DESCRIBED.  DUE TO CHANGES IN ROADS, A NEW DESCRIPTION
 GJ0745'FOLLOWS.
 GJ0745'
 GJ0745'THE STATION IS ABOUT 17 MILES NORTH-NORTHEAST OF SHATTUCK,
 GJ0745'12 MILES SOUTHEAST OF LAVERNE, 6-1/2 MILES SOUTHEAST OF THE
 GJ0745'JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY 3 AND NEAR
 GJ0745'THE NORTH END OF A LONG GRASSY RIDGE WHICH RUNS NORTH AND SOUTH.
 GJ0745'IT IS ON LAND LEASED BY DOCTOR G.W. SCHULTZ.
 GJ0745'
 GJ0745'TO REACH THE STATION FROM THE POST OFFICE IN SHATTUCK, GO
 GJ0745'NORTH ON U.S. HIGHWAY 283 FOR 2.0 MILES TO A BRIDGE AND SIGN
 GJ0745'(WOLF CREEK).  CONTINUE AHEAD FOR 5.0 MILES TO A GRAVELED
 GJ0745'CROSSROADS.  CONTINUE AHEAD FOR 4.0 MILES TO THE JUNCTION OF
 GJ0745'STATE HIGHWAY 15 AND 283.  CONTINUE NORTH ON HIGHWAY 283 FOR
 GJ0745'7.0 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST ON GRADED
 GJ0745'ROAD FOR 3.55 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GJ0745'EAST FOR 0.35 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT,
 GJ0745'PASSING THROUGH THE GATE AND GO SOUTH ON TRACK ROAD FOR 0.9
 GJ0745'MILE TO SOME OLD FARM BUILDING RUINS.  TURN RIGHT AND GO
 GJ0745'SOUTHWEST FOR 0.2 MILE TO THE TOP OF THE RIDGE AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0702 ***********************************************************************
 GH0702  DESIGNATION -  HUNNEWELL
 GH0702  PID         -  GH0702
 GH0702  STATE/COUNTY-  OK/KAY
 GH0702  COUNTRY     -  US
 GH0702  USGS QUAD   -  BLACKWELL NW (2018)
 GH0702
 GH0702                         *CURRENT SURVEY CONTROL
 GH0702  ______________________________________________________________________
 GH0702* NAD 83(1997) POSITION- 36 59 53.14405(N) 097 24 00.22260(W)   ADJUSTED
 GH0702* NAVD 88 ORTHO HEIGHT -   336.    (meters)     1102.    (feet) SCALED
 GH0702  ______________________________________________________________________
 GH0702  GEOID HEIGHT    -        -28.656 (meters)                     GEOID18
 GH0702  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 GH0702  HORZ ORDER      -  THIRD
 GH0702
 GH0702.The horizontal coordinates were established by classical geodetic methods
 GH0702.and adjusted by the National Geodetic Survey in October 1998.
 GH0702
 GH0702.The orthometric height was scaled from a topographic map.
 GH0702
 GH0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0702.GEOID18 height accuracy estimate available here.
 GH0702
 GH0702.Click photographs - Photos may exist for this station.
 GH0702
 GH0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0702
 GH0702. The following values were computed from the NAD 83(1997) position.
 GH0702
 GH0702;                    North         East     Units Scale Factor Converg.
 GH0702;SPC OK N     -   221,871.740   653,405.184   MT  1.00005042   +0 21 14.6
 GH0702;SPC OK N     -   727,924.20  2,143,713.51   sFT  1.00005042   +0 21 14.6
 GH0702;UTM  14      - 4,095,857.466   642,364.906   MT  0.99984968   +0 57 46.7
 GH0702
 GH0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0702!SPC OK N     -   0.99995175  x   1.00005042  =   1.00000217
 GH0702!UTM  14      -   0.99995175  x   0.99984968  =   0.99980144
 GH0702
 GH0702:                Primary Azimuth Mark                     Grid Az
 GH0702:SPC OK N     -  HUNNEWELL AZ MK                          277 15 10.3
 GH0702:UTM  14      -  HUNNEWELL AZ MK                          276 38 38.2
 GH0702
 GH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4236495857(NAD 83)
 GH0702
 GH0702|---------------------------------------------------------------------|
 GH0702| PID    Reference Object                     Distance      Geod. Az  |
 GH0702|                                                           dddmmss.s |
 GH0702| CL4542 HUNNEWELL RM 1                       30.461 METERS 06951     |
 GH0702| GH0691 ATT MICROWAVE 6 MI SE S HAVEN       APPROX. 7.4 KM 0885314.1 |
 GH0702| CL4543 HUNNEWELL RM 2                       13.998 METERS 15728     |
 GH0702| CL4541 HUNNEWELL AZ MK                                    2773624.9 |
 GH0702| HF1336 SOUTH HAVEN MUNICIPAL TANK          APPROX. 5.5 KM 3583034.9 |
 GH0702|---------------------------------------------------------------------|
 GH0702
 GH0702                          SUPERSEDED SURVEY CONTROL
 GH0702
 GH0702  NAD 83(1993)-  36 59 53.14579(N)    097 24 00.22132(W) AD(       ) 3
 GH0702  NAD 83(1986)-  36 59 53.15364(N)    097 24 00.21385(W) AD(       ) 3
 GH0702  NAD 27      -  36 59 53.06198(N)    097 23 59.04226(W) AD(       ) 3
 GH0702
 GH0702.Superseded values are not recommended for survey control.
 GH0702
 GH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0702.See file dsdata.pdf to determine how the superseded data were derived.
 GH0702
 GH0702_MARKER: DS = TRIANGULATION STATION DISK
 GH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0702_STAMPING: HUNNEWELL 1957
 GH0702_MARK LOGO: CGS
 GH0702_PROJECTION: FLUSH
 GH0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0702+STABILITY: SURFACE MOTION
 GH0702
 GH0702  HISTORY     - Date     Condition        Report By
 GH0702  HISTORY     - 1957     MONUMENTED       CGS
 GH0702  HISTORY     - 20140410 MARK NOT FOUND   GEOCAC
 GH0702
 GH0702                          STATION DESCRIPTION
 GH0702
 GH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0702'LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 177, ABOUT 0.3
 GH0702'MILE SOUTH OF HUNNEWELL, 3 MILES SOUTH OF SOUTH HAVEN, KANSAS,
 GH0702'273 FEET SOUTH OF THE OKLAHOMA-KANSAS STATE LINE, IN THE
 GH0702'NORTH CENTRAL EDGE OF SECTION 15, T 29 N, R 2 W.
 GH0702'
 GH0702'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 177 AND 81 IN
 GH0702'THE CENTER OF SOUTH HAVEN BY GOING SOUTH ON HIGHWAY 177
 GH0702'FOR 3.4 MILES TO THE STATE LINE AND CROSSROADS (TO REACH
 GH0702'THE AZIMUTH MARK FROM THIS POINT TURN RIGHT, WEST, FOR 0.35
 GH0702'MILE TO THE MARK ON THE RIGHT), CONTINUE SOUTH ON HIGHWAY
 GH0702'177 FOR 273 FEET TO THE STATION ON THE RIGHT.
 GH0702'
 GH0702'STATION MARKS ARE STANDARD DISKS, STAMPED HUNNEWELL 1957.
 GH0702'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 GH0702'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 273
 GH0702'FEET SOUTH OF THE EAST-WEST STATE LINE ROAD, 62 FEET WEST
 GH0702'OF THE CENTER OF HIGHWAY 177, 10 FEET WEST OF A CONCRETE
 GH0702'SIGN WELCOME TO OKLAHOMA, AND 3 FEET EAST OF A ROAD-RIGHT-OF-WAY
 GH0702'FENCE.  A WHITE POST WAS SET 3 FEET SOUTHWEST OF THE MARK.
 GH0702'THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0702'32 INCHES BELOW THE GROUND SURFACE.
 GH0702'
 GH0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUNNEWELL NO
 GH0702'1 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 GH0702'FLUSH WITH THE GROUND SURFACE.  IT IS 276 FEET SOUTH OF THE
 GH0702'CENTER OF THE EAST-WEST ROAD, 77 FEET SOUTH-SOUTHWEST OF THE
 GH0702'SOUTHWEST CORNER OF A RED FRAME HOUSE AND 37 FEET EAST OF
 GH0702'THE CENTER OF HIGHWAY 177.
 GH0702'
 GH0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUNNEWELL NO
 GH0702'2 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 GH0702'PROJECTING 5 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF
 GH0702'HIGHWAY 177 AND 1 FOOT EAST OF A ROAD RIGHT-OF-WAY FENCE.
 GH0702'
 GH0702'AZIMUTH MARK IS A STANDARD DISK, STAMPED HUNNEWELL 1957,
 GH0702'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 GH0702'4 INCHES.  IT IS 23 FEET NORTH OF AN EAST-WEST ROAD, 12
 GH0702'FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A ROAD
 GH0702'RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 2 FEET WEST OF THE
 GH0702'MARK.
 GH0702
 GH0702                          STATION RECOVERY (2014)
 GH0702
 GH0702'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0702'STATION NOT FOUND AFTER A VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0852 ***********************************************************************
 GH0852  DESIGNATION -  HUNTER ELEVATOR CENTER
 GH0852  PID         -  GH0852
 GH0852  STATE/COUNTY-  OK/GARFIELD
 GH0852  COUNTRY     -  US
 GH0852  USGS QUAD   -  HUNTER (2018)
 GH0852
 GH0852                         *CURRENT SURVEY CONTROL
 GH0852  ______________________________________________________________________
 GH0852* NAD 83(1993) POSITION- 36 33 46.54963(N) 097 39 49.07492(W)   ADJUSTED
 GH0852  ______________________________________________________________________
 GH0852  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 GH0852  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 GH0852  HORZ ORDER      -  THIRD
 GH0852
 GH0852.The horizontal coordinates were established by classical geodetic methods
 GH0852.and adjusted by the National Geodetic Survey in November 1994.
 GH0852
 GH0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0852.GEOID18 height accuracy estimate available here.
 GH0852
 GH0852.Click photographs - Photos may exist for this station.
 GH0852
 GH0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0852
 GH0852. The following values were computed from the NAD 83(1993) position.
 GH0852
 GH0852;                    North         East     Units Scale Factor Converg.
 GH0852;SPC OK N     -   173,466.843   630,110.193   MT  0.99996917   +0 11 54.6
 GH0852;SPC OK N     -   569,115.80  2,067,286.52   sFT  0.99996917   +0 11 54.6
 GH0852;UTM  14      - 4,047,219.470   619,585.056   MT  0.99977619   +0 47 46.2
 GH0852
 GH0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1958547219(NAD 83)
 GH0852
 GH0852                          SUPERSEDED SURVEY CONTROL
 GH0852
 GH0852  NAD 83(1986)-  36 33 46.55493(N)    097 39 49.07166(W) AD(       ) 3
 GH0852  NAD 27      -  36 33 46.18000(N)    097 39 48.52000(W) AD(       ) 3
 GH0852  USSD        -  36 33 46.10000(N)    097 39 48.78000(W) AD(       ) 3
 GH0852
 GH0852.Superseded values are not recommended for survey control.
 GH0852
 GH0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0852.See file dsdata.pdf to determine how the superseded data were derived.
 GH0852
 GH0852_MARKER: 65 = GRAIN ELEVATOR
 GH0852
 GH0852  HISTORY     - Date     Condition        Report By
 GH0852  HISTORY     - 1902     FIRST OBSERVED   CGS
 GH0852
 GH0852                          STATION DESCRIPTION
 GH0852
 GH0852'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0850 ***********************************************************************
 GH0850  DESIGNATION -  HUNTER FARMERS GRAIN CO ELEV
 GH0850  PID         -  GH0850
 GH0850  STATE/COUNTY-  OK/GARFIELD
 GH0850  COUNTRY     -  US
 GH0850  USGS QUAD   -  HUNTER (2018)
 GH0850
 GH0850                         *CURRENT SURVEY CONTROL
 GH0850  ______________________________________________________________________
 GH0850* NAD 83(1993) POSITION- 36 33 57.94634(N) 097 39 44.76554(W)   ADJUSTED
 GH0850  ______________________________________________________________________
 GH0850  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 GH0850  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 GH0850  HORZ ORDER      -  THIRD
 GH0850
 GH0850.The horizontal coordinates were established by classical geodetic methods
 GH0850.and adjusted by the National Geodetic Survey in November 1994.
 GH0850
 GH0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0850.GEOID18 height accuracy estimate available here.
 GH0850
 GH0850.Click photographs - Photos may exist for this station.
 GH0850
 GH0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0850
 GH0850. The following values were computed from the NAD 83(1993) position.
 GH0850
 GH0850;                    North         East     Units Scale Factor Converg.
 GH0850;SPC OK N     -   173,818.504   630,216.126   MT  0.99996955   +0 11 57.2
 GH0850;SPC OK N     -   570,269.54  2,067,634.07   sFT  0.99996955   +0 11 57.2
 GH0850;UTM  14      - 4,047,572.149   619,687.295   MT  0.99977649   +0 47 49.0
 GH0850
 GH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1968747572(NAD 83)
 GH0850
 GH0850                          SUPERSEDED SURVEY CONTROL
 GH0850
 GH0850  NAD 83(1986)-  36 33 57.95425(N)    097 39 44.75410(W) AD(       ) 3
 GH0850  NAD 27      -  36 33 57.83746(N)    097 39 43.56725(W) AD(       ) 3
 GH0850
 GH0850.Superseded values are not recommended for survey control.
 GH0850
 GH0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0850.See file dsdata.pdf to determine how the superseded data were derived.
 GH0850
 GH0850_MARKER: 65 = GRAIN ELEVATOR
 GH0850
 GH0850  HISTORY     - Date     Condition        Report By
 GH0850  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0850
 GH0850                          STATION DESCRIPTION
 GH0850
 GH0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0850'STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 200
 GH0850'FOOT HIGH ELEVATOR, THE NORTH ONE OF TWO ELEVATORS, AND LOCATED
 GH0850'AT THE NORTH EDGE OF HUNTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0851 ***********************************************************************
 GH0851  DESIGNATION -  HUNTER MUNICIPAL TANK
 GH0851  PID         -  GH0851
 GH0851  STATE/COUNTY-  OK/GARFIELD
 GH0851  COUNTRY     -  US
 GH0851  USGS QUAD   -  HUNTER (2018)
 GH0851
 GH0851                         *CURRENT SURVEY CONTROL
 GH0851  ______________________________________________________________________
 GH0851* NAD 83(1993) POSITION- 36 33 52.99020(N) 097 39 38.96693(W)   ADJUSTED
 GH0851  ______________________________________________________________________
 GH0851  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 GH0851  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 GH0851  HORZ ORDER      -  THIRD
 GH0851
 GH0851.The horizontal coordinates were established by classical geodetic methods
 GH0851.and adjusted by the National Geodetic Survey in November 1994.
 GH0851
 GH0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0851.GEOID18 height accuracy estimate available here.
 GH0851
 GH0851.Click photographs - Photos may exist for this station.
 GH0851
 GH0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0851
 GH0851. The following values were computed from the NAD 83(1993) position.
 GH0851
 GH0851;                    North         East     Units Scale Factor Converg.
 GH0851;SPC OK N     -   173,666.240   630,360.839   MT  0.99996938   +0 12 00.6
 GH0851;SPC OK N     -   569,769.99  2,068,108.85   sFT  0.99996938   +0 12 00.6
 GH0851;UTM  14      - 4,047,421.432   619,833.559   MT  0.99977692   +0 47 52.4
 GH0851
 GH0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1983347421(NAD 83)
 GH0851
 GH0851                          SUPERSEDED SURVEY CONTROL
 GH0851
 GH0851  NAD 83(1986)-  36 33 52.99815(N)    097 39 38.95547(W) AD(       ) 3
 GH0851  NAD 27      -  36 33 52.88081(N)    097 39 37.76798(W) AD(       ) 3
 GH0851
 GH0851.Superseded values are not recommended for survey control.
 GH0851
 GH0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0851.See file dsdata.pdf to determine how the superseded data were derived.
 GH0851
 GH0851_MARKER: 53 = ELEVATED TANK
 GH0851
 GH0851  HISTORY     - Date     Condition        Report By
 GH0851  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0851
 GH0851                          STATION DESCRIPTION
 GH0851
 GH0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0851'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH,
 GH0851'ELEVATED TANK, LOCATED IN HUNTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0778 ***********************************************************************
 EL0778  DESIGNATION -  ID 40 TT
 EL0778  PID         -  EL0778
 EL0778  STATE/COUNTY-  OK/MARSHALL
 EL0778  COUNTRY     -  US
 EL0778  USGS QUAD   -  MADILL (2018)
 EL0778
 EL0778                         *CURRENT SURVEY CONTROL
 EL0778  ______________________________________________________________________
 EL0778* NAD 83(1993) POSITION- 34 05 07.60793(N) 096 50 15.43946(W)   ADJUSTED
 EL0778* NAVD 88 ORTHO HEIGHT -   290.57  (+/-2cm)      953.3   (feet) VERTCON3
 EL0778  ______________________________________________________________________
 EL0778  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 EL0778  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 EL0778  HORZ ORDER      -  SECOND
 EL0778  VERT ORDER      -  THIRD ? (See Below)
 EL0778
 EL0778.The horizontal coordinates were established by classical geodetic methods
 EL0778.and adjusted by the National Geodetic Survey in November 1994.
 EL0778
 EL0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0778
 EL0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0778.GEOID18 height accuracy estimate available here.
 EL0778
 EL0778.The vertical order pertains to the NGVD 29 superseded value.
 EL0778
 EL0778.Click photographs - Photos may exist for this station.
 EL0778
 EL0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0778
 EL0778. The following values were computed from the NAD 83(1993) position.
 EL0778
 EL0778;                    North         East     Units Scale Factor Converg.
 EL0778;SPC OK S     -    84,044.815   707,273.189   MT  0.99997358   +0 39 35.2
 EL0778;SPC OK S     -   275,737.03  2,320,445.45   sFT  0.99997358   +0 39 35.2
 EL0778;UTM  14      - 3,773,740.692   699,508.501   MT  1.00009068   +1 12 44.1
 EL0778
 EL0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0778!SPC OK S     -   0.99995851  x   0.99997358  =   0.99993209
 EL0778!UTM  14      -   0.99995851  x   1.00009068  =   1.00004918
 EL0778
 EL0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9950873740(NAD 83)
 EL0778
 EL0778                          SUPERSEDED SURVEY CONTROL
 EL0778
 EL0778  NAD 83(1986)-  34 05 07.61416(N)    096 50 15.43176(W) AD(       ) 2
 EL0778  NAD 27      -  34 05 07.26450(N)    096 50 14.41300(W) AD(       ) 2
 EL0778  NGVD 29             290.51   (m)          953.1    (f) LEVELING    3  
 EL0778
 EL0778.Superseded values are not recommended for survey control.
 EL0778
 EL0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0778.See file dsdata.pdf to determine how the superseded data were derived.
 EL0778
 EL0778_MARKER: DD = SURVEY DISK
 EL0778_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0778_STAMPING: 40 TT 1936
 EL0778_MARK LOGO: OKCC
 EL0778_PROJECTION: FLUSH
 EL0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0778
 EL0778  HISTORY     - Date     Condition        Report By
 EL0778  HISTORY     - 1936     MONUMENTED       OKCC
 EL0778  HISTORY     - 1955     GOOD             OKCC
 EL0778
 EL0778                          STATION DESCRIPTION
 EL0778
 EL0778'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1955
 EL0778'SEE STATION MAD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0332 ***********************************************************************
 DM0332  DESIGNATION -  IDABEL
 DM0332  PID         -  DM0332
 DM0332  STATE/COUNTY-  OK/MCCURTAIN
 DM0332  COUNTRY     -  US
 DM0332  USGS QUAD   -  IDABEL (2019)
 DM0332
 DM0332                         *CURRENT SURVEY CONTROL
 DM0332  ______________________________________________________________________
 DM0332* NAD 83(1986) POSITION- 33 53 48.     (N) 094 49 42.     (W)   SCALED
 DM0332* NAVD 88 ORTHO HEIGHT -   148.918 (meters)      488.58  (feet) ADJUSTED
 DM0332  ______________________________________________________________________
 DM0332  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 DM0332  DYNAMIC HEIGHT  -        148.767 (meters)      488.08  (feet) COMP
 DM0332  MODELED GRAVITY -    979,622.0   (mgal)                       NAVD 88
 DM0332
 DM0332  VERT ORDER      -  FIRST     CLASS II
 DM0332
 DM0332.The horizontal coordinates were scaled from a map and have
 DM0332.an estimated accuracy of +/- 6 seconds.
 DM0332
 DM0332.The orthometric height was determined by differential leveling and
 DM0332.adjusted by the NATIONAL GEODETIC SURVEY
 DM0332.in June 1991.
 DM0332
 DM0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0332.GEOID18 height accuracy estimate available here.
 DM0332
 DM0332.Click photographs - Photos may exist for this station.
 DM0332
 DM0332.The dynamic height is computed by dividing the NAVD 88
 DM0332.geopotential number by the normal gravity value computed on the
 DM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0332.degrees latitude (g = 980.6199 gals.).
 DM0332
 DM0332.The modeled gravity was interpolated from observed gravity values.
 DM0332
 DM0332;                    North         East    Units  Estimated Accuracy
 DM0332;SPC OK S     -    67,100.      893,320.      MT  (+/- 180 meters Scaled)
 DM0332
 DM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT309522(NAD 83)
 DM0332
 DM0332                          SUPERSEDED SURVEY CONTROL
 DM0332
 DM0332  NGVD 29 (??/??/92)  148.896  (m)          488.50   (f) ADJ UNCH    1 2
 DM0332
 DM0332.Superseded values are not recommended for survey control.
 DM0332
 DM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0332.See file dsdata.pdf to determine how the superseded data were derived.
 DM0332
 DM0332_MARKER: DB = BENCH MARK DISK
 DM0332_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM0332+WITH SETTING: PAVEMENT
 DM0332_SP_SET: LIGHT BASE
 DM0332_STAMPING: IDABEL 1934
 DM0332_MARK LOGO: CGS
 DM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0332+STABILITY: SURFACE MOTION
 DM0332
 DM0332  HISTORY     - Date     Condition        Report By
 DM0332  HISTORY     - 1934     MONUMENTED       CGS
 DM0332  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0332
 DM0332                          STATION DESCRIPTION
 DM0332
 DM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0332'IN IDABEL.
 DM0332'ON SOUTH LIGHT BASE OF WEST ENTRANCE OF COUNTY COURTHOUSE.  3 FEET
 DM0332'ABOVE THE -SIDEWALK.
 DM0332
 DM0332                          STATION RECOVERY (1986)
 DM0332
 DM0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1308 ***********************************************************************
 DM1308  DESIGNATION -  IDABEL
 DM1308  PID         -  DM1308
 DM1308  STATE/COUNTY-  OK/MCCURTAIN
 DM1308  COUNTRY     -  US
 DM1308  USGS QUAD   -  IDABEL (2019)
 DM1308
 DM1308                         *CURRENT SURVEY CONTROL
 DM1308  ______________________________________________________________________
 DM1308* NAD 83(1993) POSITION- 33 53 26.06428(N) 094 51 09.81117(W)   ADJUSTED
 DM1308* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 DM1308  ______________________________________________________________________
 DM1308  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DM1308  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DM1308  HORZ ORDER      -  FIRST
 DM1308
 DM1308.The horizontal coordinates were established by classical geodetic methods
 DM1308.and adjusted by the National Geodetic Survey in November 1994.
 DM1308
 DM1308.The orthometric height was scaled from a topographic map.
 DM1308
 DM1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1308.GEOID18 height accuracy estimate available here.
 DM1308
 DM1308.Click photographs - Photos may exist for this station.
 DM1308
 DM1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1308
 DM1308. The following values were computed from the NAD 83(1993) position.
 DM1308
 DM1308;                    North         East     Units Scale Factor Converg.
 DM1308;SPC OK S     -    66,349.946   891,087.959   MT  1.00000868   +1 47 11.2
 DM1308;SPC OK S     -   217,683.11  2,923,511.08   sFT  1.00000868   +1 47 11.2
 DM1308;SPC TXNC     - 2,252,475.253   937,309.507   MT  0.99997966   +1 59 21.1
 DM1308;SPC TXNC     - 7,389,995.89  3,075,156.27   sFT  0.99997966   +1 59 21.1
 DM1308;UTM  15      - 3,751,567.985   328,674.372   MT  0.99996185   -1 02 00.0
 DM1308
 DM1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1308!SPC OK S     -   0.99998016  x   1.00000868  =   0.99998884
 DM1308!SPC TXNC     -   0.99998016  x   0.99997966  =   0.99995982
 DM1308!UTM  15      -   0.99998016  x   0.99996185  =   0.99994201
 DM1308
 DM1308:                Primary Azimuth Mark                     Grid Az
 DM1308:SPC OK S     -  IDABEL AZ MK                             325 20 54.9
 DM1308:SPC TXNC     -  IDABEL AZ MK                             325 08 45.0
 DM1308:UTM  15      -  IDABEL AZ MK                             328 10 06.1
 DM1308
 DM1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2867451567(NAD 83)
 DM1308
 DM1308|---------------------------------------------------------------------|
 DM1308| PID    Reference Object                     Distance      Geod. Az  |
 DM1308|                                                           dddmmss.s |
 DM1308| CX6524 IDABEL RM 1                          31.897 METERS 08514     |
 DM1308| DM1304 IDABEL MUNICIPAL TANK               APPROX. 2.6 KM 0964658.4 |
 DM1308| CX6525 IDABEL RM 2                          23.670 METERS 18023     |
 DM1308| CX6523 IDABEL AZ MK                                       3270806.1 |
 DM1308|---------------------------------------------------------------------|
 DM1308
 DM1308                          SUPERSEDED SURVEY CONTROL
 DM1308
 DM1308  NAD 83(1986)-  33 53 26.07063(N)    094 51 09.80011(W) AD(       ) 1
 DM1308  NAD 27      -  33 53 25.67400(N)    094 51 09.02000(W) AD(       ) 1
 DM1308
 DM1308.Superseded values are not recommended for survey control.
 DM1308
 DM1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1308.See file dsdata.pdf to determine how the superseded data were derived.
 DM1308
 DM1308_MARKER: DS = TRIANGULATION STATION DISK
 DM1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1308_STAMPING: IDABEL 1951
 DM1308_MARK LOGO: CGS
 DM1308_PROJECTION: FLUSH
 DM1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1308+STABILITY: SURFACE MOTION
 DM1308
 DM1308  HISTORY     - Date     Condition        Report By
 DM1308  HISTORY     - 1951     MONUMENTED       CGS
 DM1308  HISTORY     - 1952     GOOD             CGS
 DM1308  HISTORY     - 1957     MARK NOT FOUND   CGS
 DM1308
 DM1308                          STATION DESCRIPTION
 DM1308
 DM1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1308'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF IDABEL,
 DM1308'ON THE SUMMIT OF A GRAVEL HILL WHICH IS OWNED BY THE STATE.
 DM1308'THERE ARE SEVERAL GRAVEL PITS IN THE IMMEDIATE VICINITY.  IT
 DM1308'IS 84 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 36 FEET
 DM1308'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  THE MARK IS
 DM1308'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED IDABEL 1951.
 DM1308'
 DM1308'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTERLINE OF A
 DM1308'DRIVEWAY AND 8 FEET SOUTH SOUTHWEST OF A POWERLINE POLE.
 DM1308'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1308'IDABEL NO 1 1951.
 DM1308'
 DM1308'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE SOUTH EDGE OF A
 DM1308'GRAVEL PIT AND 22 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DM1308'A HOUSE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 DM1308'IS STAMPED IDABEL NO 2 1951.
 DM1308'
 DM1308'AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF STATE
 DM1308'ROUTE 57 AND 22 FEET SOUTH OF A POWERLINE POLE.  THE MARK
 DM1308'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED IDABEL 1951.
 DM1308'
 DM1308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 DM1308'AND STATE ROUTE 57, WHERE U.S. HIGHWAY 70 TURNS NORTH IN IDABEL,
 DM1308'GO WEST ON STATE ROUTE 57 FOR 1.25 MILES TO A T-ROAD LEFT.
 DM1308'(AZIMUTH MARK REACHED FROM THIS POINT BY GOING WEST ON STATE
 DM1308'ROUTE 57 FOR 0.25 MILE TO MARK ON LEFT AS DESCRIBED) TURN
 DM1308'LEFT (SOUTH) AND FOLLOW GRAVEL ROAD 0.4 MILE TO A HOUSE AND
 DM1308'STATION AS DESCRIBED.
 DM1308'
 DM1308'A 113 FOOT SIGNAL AT ALBION IS VISIBLE FROM THE GROUND.
 DM1308'
 DM1308'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DM1308
 DM1308                          STATION RECOVERY (1952)
 DM1308
 DM1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1308'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 DM1308'CONDITION, EXCEPTING THE GRAVEL PIT BANK IS WITH-IN 3 FEET OF THE
 DM1308'STATION AND REFERENCE MARK NO. 2, ALTHOUGH THE HIGHWAY DEPARTMENT
 DM1308'STATED THEY WOULD REMOVE NO MORE GRAVEL, THERE IS STILL DANGER
 DM1308'OF THE BANK CAVING.
 DM1308'
 DM1308'REFERENCE MARKS NOS. 3 AND 4 WERE SET AND NO. 4 WAS OCCUPIED
 DM1308'AS A TOWER COULD NOT BE BUILT OVER THE STATION.
 DM1308'
 DM1308'A TRAVERSE CONNECTION WAS MADE FROM IDABEL R.M. NO. 4 TO
 DM1308'IDABEL.  IT IS 37.89 FEET OR 11.548 METERS WEST-SOUTHWEST.
 DM1308'
 DM1308'THE GENERAL AND TO REACH DESCRIPTIONS OF 1951 ARE ADEQUATE.
 DM1308'
 DM1308'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE NOT
 DM1308'CHECKED.
 DM1308'
 DM1308'FOR DESCRIPTIONS OF REFERENCE MARKS NOS. 3 AND 4 SEE DESCRIPTION
 DM1308'OF IDABEL R.M. NO. 4.
 DM1308
 DM1308                          STATION RECOVERY (1957)
 DM1308
 DM1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1308'STATION AND MARKERS APPARENTLY REMOVED.  THEY WERE LOCATED IN
 DM1308'A GRAVEL PIT AND HAVE APPARENTLY BEEN DUG UP AND HAULED AWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1304 ***********************************************************************
 DM1304  DESIGNATION -  IDABEL MUNICIPAL TANK
 DM1304  PID         -  DM1304
 DM1304  STATE/COUNTY-  OK/MCCURTAIN
 DM1304  COUNTRY     -  US
 DM1304  USGS QUAD   -  IDABEL (2019)
 DM1304
 DM1304                         *CURRENT SURVEY CONTROL
 DM1304  ______________________________________________________________________
 DM1304* NAD 83(1993) POSITION- 33 53 16.16860(N) 094 49 30.16347(W)   ADJUSTED
 DM1304  ______________________________________________________________________
 DM1304  GEOID HEIGHT    -        -27.610 (meters)                     GEOID18
 DM1304  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 DM1304  HORZ ORDER      -  THIRD
 DM1304
 DM1304.The horizontal coordinates were established by classical geodetic methods
 DM1304.and adjusted by the National Geodetic Survey in November 1994.
 DM1304
 DM1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1304.GEOID18 height accuracy estimate available here.
 DM1304
 DM1304.Click photographs - Photos may exist for this station.
 DM1304
 DM1304.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1304
 DM1304. The following values were computed from the NAD 83(1993) position.
 DM1304
 DM1304;                    North         East     Units Scale Factor Converg.
 DM1304;SPC OK S     -    66,125.369   893,656.792   MT  1.00000926   +1 48 07.8
 DM1304;SPC OK S     -   216,946.31  2,931,938.99   sFT  1.00000926   +1 48 07.8
 DM1304;SPC TXNC     - 2,252,259.761   939,879.041   MT  0.99997896   +2 00 15.5
 DM1304;SPC TXNC     - 7,389,288.90  3,083,586.49   sFT  0.99997896   +2 00 15.5
 DM1304;UTM  15      - 3,751,217.320   331,228.911   MT  0.99995114   -1 01 04.2
 DM1304
 DM1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3122851217(NAD 83)
 DM1304
 DM1304                          SUPERSEDED SURVEY CONTROL
 DM1304
 DM1304  NAD 83(1986)-  33 53 16.17521(N)    094 49 30.15243(W) AD(       ) 3
 DM1304  NAD 27      -  33 53 15.77800(N)    094 49 29.37600(W) AD(       ) 3
 DM1304
 DM1304.Superseded values are not recommended for survey control.
 DM1304
 DM1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1304.See file dsdata.pdf to determine how the superseded data were derived.
 DM1304
 DM1304_MARKER: 53 = ELEVATED TANK
 DM1304
 DM1304  HISTORY     - Date     Condition        Report By
 DM1304  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1304  HISTORY     - 1957     GOOD             CGS
 DM1304
 DM1304                          STATION DESCRIPTION
 DM1304
 DM1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1304'THIS STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF IDABEL.
 DM1304'IT IS A 6 LEGGED, STEEL STRUCTURE, ABOUT 120 FEET HIGH AND IS
 DM1304'SILVER IN COLOR.
 DM1304'
 DM1304'THE POINT INTERSECTED WAS THE BALL FINIAL.
 DM1304
 DM1304                          STATION RECOVERY (1957)
 DM1304
 DM1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1304'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1304'PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1306 ***********************************************************************
 DM1306  DESIGNATION -  IDAPORT
 DM1306  PID         -  DM1306
 DM1306  STATE/COUNTY-  OK/MCCURTAIN
 DM1306  COUNTRY     -  US
 DM1306  USGS QUAD   -  IDABEL (2019)
 DM1306
 DM1306                         *CURRENT SURVEY CONTROL
 DM1306  ______________________________________________________________________
 DM1306* NAD 83(1993) POSITION- 33 54 10.47130(N) 094 50 49.28528(W)   ADJUSTED
 DM1306* NAVD 88 ORTHO HEIGHT -   157.    (meters)      515.    (feet) SCALED
 DM1306  ______________________________________________________________________
 DM1306  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 DM1306  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DM1306  HORZ ORDER      -  SECOND
 DM1306
 DM1306.The horizontal coordinates were established by classical geodetic methods
 DM1306.and adjusted by the National Geodetic Survey in November 1994.
 DM1306
 DM1306.The orthometric height was scaled from a topographic map.
 DM1306
 DM1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1306.GEOID18 height accuracy estimate available here.
 DM1306
 DM1306.Click photographs - Photos may exist for this station.
 DM1306
 DM1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1306
 DM1306. The following values were computed from the NAD 83(1993) position.
 DM1306
 DM1306;                    North         East     Units Scale Factor Converg.
 DM1306;SPC OK S     -    67,733.981   891,572.394   MT  1.00000612   +1 47 22.9
 DM1306;SPC OK S     -   222,223.90  2,925,100.43   sFT  1.00000612   +1 47 22.9
 DM1306;SPC TXNC     - 2,253,860.958   937,789.030   MT  0.99998284   +1 59 32.3
 DM1306;SPC TXNC     - 7,394,542.16  3,076,729.51   sFT  0.99998284   +1 59 32.3
 DM1306;UTM  15      - 3,752,926.448   329,226.286   MT  0.99995953   -1 01 49.8
 DM1306
 DM1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1306!SPC OK S     -   0.99997969  x   1.00000612  =   0.99998581
 DM1306!SPC TXNC     -   0.99997969  x   0.99998284  =   0.99996253
 DM1306!UTM  15      -   0.99997969  x   0.99995953  =   0.99993923
 DM1306
 DM1306:                Primary Azimuth Mark                     Grid Az
 DM1306:SPC OK S     -  IDABEL MUNICIPAL TANK                    127 39 32.0
 DM1306:SPC TXNC     -  IDABEL MUNICIPAL TANK                    127 27 22.6
 DM1306:UTM  15      -  IDABEL MUNICIPAL TANK                    130 28 44.7
 DM1306
 DM1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2922652926(NAD 83)
 DM1306
 DM1306|---------------------------------------------------------------------|
 DM1306| PID    Reference Object                     Distance      Geod. Az  |
 DM1306|                                                           dddmmss.s |
 DM1306| CX6528 IDAPORT RM 1                         22.382 METERS 12051     |
 DM1306| DM1304 IDABEL MUNICIPAL TANK               APPROX. 2.6 KM 1292654.9 |
 DM1306| CX6529 IDAPORT RM 2                         26.590 METERS 24442     |
 DM1306| CX6527 IDAPORT AZ MK                                      2703725.9 |
 DM1306|---------------------------------------------------------------------|
 DM1306
 DM1306                          SUPERSEDED SURVEY CONTROL
 DM1306
 DM1306  NAD 83(1986)-  33 54 10.47769(N)    094 50 49.27428(W) AD(       ) 2
 DM1306  NAD 27      -  33 54 10.08200(N)    094 50 48.49400(W) AD(       ) 2
 DM1306
 DM1306.Superseded values are not recommended for survey control.
 DM1306
 DM1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1306.See file dsdata.pdf to determine how the superseded data were derived.
 DM1306
 DM1306_MARKER: DS = TRIANGULATION STATION DISK
 DM1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1306_STAMPING: IDAPORT 1951
 DM1306_MARK LOGO: CGS
 DM1306_PROJECTION: FLUSH
 DM1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1306+STABILITY: SURFACE MOTION
 DM1306
 DM1306  HISTORY     - Date     Condition        Report By
 DM1306  HISTORY     - 1951     MONUMENTED       CGS
 DM1306  HISTORY     - 1957     MARK NOT FOUND   CGS
 DM1306
 DM1306                          STATION DESCRIPTION
 DM1306
 DM1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1306'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF THE CENTER
 DM1306'OF IDABEL IN A LANE JUST SOUTH OF THE AIRPORT.  STATION IS 56
 DM1306'FEET NORTH OF A LARGE TREE WITH TRIANGLE BLAZE AND 10 FEET
 DM1306'SOUTH OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 DM1306'DISK IS STAMPED IDAPORT 1951.
 DM1306'
 DM1306'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE APPROXIMATE
 DM1306'CENTERLINE OF TRACK ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK
 DM1306'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED IDAPORT NO 1
 DM1306'1951.
 DM1306'
 DM1306'REFERENCE MARK NO. 2 IS 1-1/2 FEET NORTH OF FENCE.  THE MARK
 DM1306'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED IDAPORT NO
 DM1306'2 1951.
 DM1306'
 DM1306'AZIMUTH MARK IS 26 FEET NORTH OF THE APPROXIMATE CENTERLINE
 DM1306'OF TRACK ROAD, 2 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH
 DM1306'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 DM1306'STAMPED IDAPORT 1951.
 DM1306'
 DM1306'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DM1306'HIGHWAY 57 AT THE WEST EDGE OF IDABEL GO NORTH NORTHWEST ON U.S.
 DM1306'HIGHWAY 70 FOR 0.55 MILE TO CROSS STREET.  TURN LEFT AND GO
 DM1306'WEST ON GRAVEL STREET FOR 0.55 MILE TO POINT WHERE ROAD
 DM1306'TURNS LEFT.  BEAR RIGHT PASSING THROUGH BOARD GATE AND GO
 DM1306'WEST ALONG LANE FOR 0.2 MILE TO STATION AND TRIANGLE BLAZED
 DM1306'TREE AS DESCRIBED.  CONTINUE WEST FOR 0.15 MILE TO AZIMUTH ON
 DM1306'RIGHT AS DESCRIBED.
 DM1306'
 DM1306'A 50 FOOT SIGNAL AT STATION IDABEL IS V.G.
 DM1306'
 DM1306'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1306
 DM1306                          STATION RECOVERY (1957)
 DM1306
 DM1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1306'COULD NOT FIND STATION OR MARKERS.  FOUND TRIANGULAR BLAZE
 DM1306'ON TREE BUT MARKERS MUST HAVE BEEN EITHER COVERED OR REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0674 ***********************************************************************
 GH0674  DESIGNATION -  IL
 GH0674  PID         -  GH0674
 GH0674  STATE/COUNTY-  OK/NOBLE
 GH0674  COUNTRY     -  US
 GH0674  USGS QUAD   -  MARLAND (2018)
 GH0674
 GH0674                         *CURRENT SURVEY CONTROL
 GH0674  ______________________________________________________________________
 GH0674* NAD 83(1993) POSITION- 36 33 01.24906(N) 097 14 48.41413(W)   ADJUSTED
 GH0674* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 GH0674  ______________________________________________________________________
 GH0674  GEOID HEIGHT    -        -28.664 (meters)                     GEOID18
 GH0674  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 GH0674  HORZ ORDER      -  SECOND
 GH0674
 GH0674.The horizontal coordinates were established by classical geodetic methods
 GH0674.and adjusted by the National Geodetic Survey in November 1994.
 GH0674
 GH0674.The orthometric height was scaled from a topographic map.
 GH0674
 GH0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0674.GEOID18 height accuracy estimate available here.
 GH0674
 GH0674.Click photographs - Photos may exist for this station.
 GH0674
 GH0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0674
 GH0674. The following values were computed from the NAD 83(1993) position.
 GH0674
 GH0674;                    North         East     Units Scale Factor Converg.
 GH0674;SPC OK N     -   172,279.933   667,435.086   MT  0.99996768   +0 26 40.2
 GH0674;SPC OK N     -   565,221.75  2,189,743.28   sFT  0.99996768   +0 26 40.2
 GH0674;UTM  14      - 4,046,422.768   656,915.403   MT  0.99990336   +1 02 39.5
 GH0674
 GH0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0674!SPC OK N     -   0.99995646  x   0.99996768  =   0.99992414
 GH0674!UTM  14      -   0.99995646  x   0.99990336  =   0.99985982
 GH0674
 GH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5691546422(NAD 83)
 GH0674
 GH0674                          SUPERSEDED SURVEY CONTROL
 GH0674
 GH0674  NAD 83(1986)-  36 33 01.25886(N)    097 14 48.40181(W) AD(       ) 2
 GH0674  NAD 27      -  36 33 01.11789(N)    097 14 47.23418(W) AD(       ) 2
 GH0674
 GH0674.Superseded values are not recommended for survey control.
 GH0674
 GH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0674.See file dsdata.pdf to determine how the superseded data were derived.
 GH0674
 GH0674_MARKER: DD = SURVEY DISK
 GH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0674_STAMPING: IL 1930
 GH0674_MARK LOGO: USGS
 GH0674_PROJECTION: FLUSH
 GH0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0674+STABILITY: SURFACE MOTION
 GH0674
 GH0674  HISTORY     - Date     Condition        Report By
 GH0674  HISTORY     - 1963     MONUMENTED       USGS
 GH0674
 GH0674                          STATION DESCRIPTION
 GH0674
 GH0674'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 GH0674'STATION IS LOCATED ABOUT 6.0 MILES WEST SOUTHWEST OF MARLAND,
 GH0674'9.5 MILES SOUTH-SOUTHEAST OF TONKAWA ON THE RIGHT-OF-WAY ALONG
 GH0674'THE SOUTH SIDE OF U.S. HIGHWAY NO. 77.
 GH0674'
 GH0674'IT IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED IL 1930,
 GH0674'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT IS
 GH0674'FLUSH WITH THE GROUND.  IT IS 40.4 FEET SOUTH OF THE CENTERLINE
 GH0674'OF U.S. HIGHWAY NO. 77, 32.0 FEET EAST OF THE CENTERLINE OF A
 GH0674'GRAVELLED ROAD, 13.2 FEET SOUTHEAST OF A HIGHWAY STOP SIGN AND
 GH0674'8.0 FEET SOUTH OF A POWER LINE POLE.  A TRAVERSE WAS MADE TO
 GH0674'TRIANGULATION STATION QUAIL AND THE DISTANCE IS 108.582 FEET
 GH0674'(33.096 METERS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0846 ***********************************************************************
 EM0846  DESIGNATION -  INDIA
 EM0846  PID         -  EM0846
 EM0846  STATE/COUNTY-  OK/COMANCHE
 EM0846  COUNTRY     -  US
 EM0846  USGS QUAD   -  INDIAHOMA (2018)
 EM0846
 EM0846                         *CURRENT SURVEY CONTROL
 EM0846  ______________________________________________________________________
 EM0846* NAD 83(1993) POSITION- 34 37 23.79803(N) 098 49 22.43577(W)   ADJUSTED
 EM0846* NAVD 88 ORTHO HEIGHT -   417.8   (meters)     1371.    (feet) VERTCON3
 EM0846  ______________________________________________________________________
 EM0846  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 EM0846  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 EM0846  HORZ ORDER      -  THIRD
 EM0846
 EM0846.The horizontal coordinates were established by classical geodetic methods
 EM0846.and adjusted by the National Geodetic Survey in November 1994.
 EM0846
 EM0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0846
 EM0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0846.GEOID18 height accuracy estimate available here.
 EM0846
 EM0846.Click photographs - Photos may exist for this station.
 EM0846
 EM0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0846
 EM0846. The following values were computed from the NAD 83(1993) position.
 EM0846
 EM0846;                    North         East     Units Scale Factor Converg.
 EM0846;SPC OK S     -   143,392.516   524,542.062   MT  0.99993617   -0 28 01.5
 EM0846;SPC OK S     -   470,446.95  1,720,935.08   sFT  0.99993617   -0 28 01.5
 EM0846;UTM  14      - 3,831,281.494   516,234.502   MT  0.99960325   +0 06 02.3
 EM0846
 EM0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0846!SPC OK S     -   0.99993845  x   0.99993617  =   0.99987462
 EM0846!UTM  14      -   0.99993845  x   0.99960325  =   0.99954172
 EM0846
 EM0846:                Primary Azimuth Mark                     Grid Az
 EM0846:SPC OK S     -  INDIA AZ MK                              090 02 58.3
 EM0846:UTM  14      -  INDIA AZ MK                              089 28 54.5
 EM0846
 EM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1623431281(NAD 83)
 EM0846
 EM0846|---------------------------------------------------------------------|
 EM0846| PID    Reference Object                     Distance      Geod. Az  |
 EM0846|                                                           dddmmss.s |
 EM0846| CX8359 INDIA AZ MK                                        0893456.8 |
 EM0846| CX8360 INDIA RM 1                           13.342 METERS 09038     |
 EM0846| EM0831 INDIAHOMA CHICKASHA COTTON STK      APPROX. 6.8 KM 0924722.0 |
 EM0846| CX8361 INDIA RM 2                           17.091 METERS 27041     |
 EM0846|---------------------------------------------------------------------|
 EM0846
 EM0846                          SUPERSEDED SURVEY CONTROL
 EM0846
 EM0846  NAD 83(1986)-  34 37 23.80650(N)    098 49 22.42239(W) AD(       ) 3
 EM0846  NAD 27      -  34 37 23.55100(N)    098 49 21.16200(W) AD(       ) 3
 EM0846  NGVD 29 (07/19/86)  417.7    (m)         1370.     (f) VERT ANG       
 EM0846
 EM0846.Superseded values are not recommended for survey control.
 EM0846
 EM0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0846.See file dsdata.pdf to determine how the superseded data were derived.
 EM0846
 EM0846_MARKER: DS = TRIANGULATION STATION DISK
 EM0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0846_STAMPING: INDIA 1947
 EM0846_MARK LOGO: CGS
 EM0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0846+STABILITY: SURFACE MOTION
 EM0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0846+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM0846
 EM0846  HISTORY     - Date     Condition        Report By
 EM0846  HISTORY     - 1947     MONUMENTED       CGS
 EM0846  HISTORY     - 1963     GOOD             CGS
 EM0846  HISTORY     - 1984     GOOD             LOCSUR
 EM0846  HISTORY     - 20090723 GOOD             INDIV
 EM0846
 EM0846                          STATION DESCRIPTION
 EM0846
 EM0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0846'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 62,
 EM0846'ABOUT 8 MILES EAST-SOUTHEAST OF SNYDER AND 4 MILES WEST OF
 EM0846'INDIAHOMA.  IT IS SITUATED 120 FEET WEST OF THE CENTER OF A LANE
 EM0846'LEADING SOUTH TO A FARM HOUSE, 48 FEET SOUTH OF THE CENTER OF
 EM0846'THE HIGHWAY, 2-1/2 FEET NORTH OF AN EAST-WEST FENCE AND IS
 EM0846'WITNESSED BY A REFERENCE POST.  THE MARK IS STAMPED INDIA 1947
 EM0846'AND PROJECTS 4 INCHES.
 EM0846'
 EM0846'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF THE
 EM0846'HIGHWAY AND 2 FEET NORTH OF THE FENCE LINE.  IT IS STAMPED
 EM0846'INDIA NO 1 1947 AND PROJECTS 4 INCHES.
 EM0846'
 EM0846'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE CENTER OF THE
 EM0846'HIGHWAY AND 2-1/2 FEET NORTH OF THE FENCE LINE.  IT IS STAMPED
 EM0846'INDIA NO 2 1947 AND PROJECTS 3 INCHES.
 EM0846'
 EM0846'THE AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF THE STATION, 47
 EM0846'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF THE
 EM0846'FENCE LINE AND IS WITNESSED BY A REFERENCE POST.  THE DISK
 EM0846'IS STAMPED INDIA 1947 AND PROJECTS 6 INCHES.
 EM0846'
 EM0846'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE VILLAGE
 EM0846'OF INDIAHOMA, GO WEST ON U.S. HIGHWAY 62 FOR 3.3 MILES TO
 EM0846'CROSSROADS, CONTINUE WEST FOR 0.3 MILE TO THE AZIMUTH MARK
 EM0846'ON THE LEFT.  THENCE CONTINUE STRAIGHT AHEAD (WEST) ON THE
 EM0846'HIGHWAY FOR 0.5 MILE TO THE LANE AND STATION ON THE LEFT AS
 EM0846'DESCRIBED.
 EM0846'
 EM0846'A 10 FOOT LIGHT AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0846'
 EM0846'A 4 FOOT LIGHT AT WICHITA IS VISIBLE AT 4 FEET.
 EM0846
 EM0846                          STATION RECOVERY (1963)
 EM0846
 EM0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0846'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EM0846'GOOD CONDITION AS DESCRIBED, THE LANE MENTIONED IN 1948
 EM0846'DESCRIPTION LEADS TO WINDMILL, THE HOUSE IN GONE.  THE STATION
 EM0846'IS IN THE NW 1/4 OF SEC. 30, T. 2 N., R. 15 W.
 EM0846'
 EM0846'AZIMUTH MARK IS ABOUT 200 FEET WEST OF A DRIVEWAY LEADING TO
 EM0846'FARM HOUSE AND 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE
 EM0846'LINE.  THE MARK PROJECTS 4 INCHES.
 EM0846'
 EM0846'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0846
 EM0846                          STATION RECOVERY (1984)
 EM0846
 EM0846'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (PS)
 EM0846'INDIA - GOOD AZ. MK GOOD RM NO. 1 GOOD RM NO. 2 HAS BEEN HIT BUT IS
 EM0846'STILL IN PLACE.  DESCRIPTION TO REACH IS ADEQUATE - REF. POST IS
 EM0846'GONE.  MEASURED DISTANCE TO AZIMUTH MARK 2735.20 FEET.  MEASURED
 EM0846'ANGLE AND DISTANCE TO CENTER OF CKT WATER TOWER 193 DEG 11 MIN 01 SEC
 EM0846'16079.40 FEET MEASURED ANGLE AND DISTANCE TO BRASS CAP 28 C 34
 EM0846'TT 1935 181 DEG 05 MIN 44 SEC 9176.47.
 EM0846
 EM0846                          STATION RECOVERY (2009)
 EM0846
 EM0846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0846'MARK, RM1 AND AZIMUTH MARK RECOVERED. RM2 HAS BEEN HIT AND DESTROYED.
 EM0846'THE CAP WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0831 ***********************************************************************
 EM0831  DESIGNATION -  INDIAHOMA CHICKASHA COTTON STK
 EM0831  PID         -  EM0831
 EM0831  STATE/COUNTY-  OK/COMANCHE
 EM0831  COUNTRY     -  US
 EM0831  USGS QUAD   -  POST OAK CREEK (2018)
 EM0831
 EM0831                         *CURRENT SURVEY CONTROL
 EM0831  ______________________________________________________________________
 EM0831* NAD 83(1993) POSITION- 34 37 12.90266(N) 098 44 53.97838(W)   ADJUSTED
 EM0831  ______________________________________________________________________
 EM0831  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 EM0831  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 EM0831  HORZ ORDER      -  THIRD
 EM0831
 EM0831.The horizontal coordinates were established by classical geodetic methods
 EM0831.and adjusted by the National Geodetic Survey in November 1994.
 EM0831
 EM0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0831.GEOID18 height accuracy estimate available here.
 EM0831
 EM0831.Click photographs - Photos may exist for this station.
 EM0831
 EM0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0831
 EM0831. The following values were computed from the NAD 83(1993) position.
 EM0831
 EM0831;                    North         East     Units Scale Factor Converg.
 EM0831;SPC OK S     -   143,003.587   531,377.477   MT  0.99993614   -0 25 29.1
 EM0831;SPC OK S     -   469,170.94  1,743,360.94   sFT  0.99993614   -0 25 29.1
 EM0831;UTM  14      - 3,830,960.420   523,071.169   MT  0.99960656   +0 08 34.7
 EM0831
 EM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2307130960(NAD 83)
 EM0831
 EM0831                          SUPERSEDED SURVEY CONTROL
 EM0831
 EM0831  NAD 83(1986)-  34 37 12.91019(N)    098 44 53.96285(W) AD(       ) 3
 EM0831  NAD 27      -  34 37 12.65700(N)    098 44 52.71500(W) AD(       ) 3
 EM0831
 EM0831.Superseded values are not recommended for survey control.
 EM0831
 EM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0831.See file dsdata.pdf to determine how the superseded data were derived.
 EM0831
 EM0831_MARKER: 63 = STACK
 EM0831
 EM0831  HISTORY     - Date     Condition        Report By
 EM0831  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0831
 EM0831                          STATION DESCRIPTION
 EM0831
 EM0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0831'THE STATION IS LOCATED AT THE EAST EDGE OF INDIAHOMA, 150 FEET
 EM0831'NORTH OF U.S. HIGHWAY 62 AND 225 FEET SOUTH OF THE FRISCO
 EM0831'RAILROAD TRACKS.  IT IS A METAL STACK 75 FEET HIGH, IN THE
 EM0831'NORTHEAST CORNER OF A LARGE TIN COVERED BUILDING.  THE POINT
 EM0831'OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0945 ***********************************************************************
 EK0945  DESIGNATION -  INDIAN
 EK0945  PID         -  EK0945
 EK0945  STATE/COUNTY-  OK/MCCURTAIN
 EK0945  COUNTRY     -  US
 EK0945  USGS QUAD   -  HONOBIA (2019)
 EK0945
 EK0945                         *CURRENT SURVEY CONTROL
 EK0945  ______________________________________________________________________
 EK0945* NAD 83(1993) POSITION- 34 30 06.20094(N) 094 52 41.34346(W)   ADJUSTED
 EK0945* NAVD 88 ORTHO HEIGHT -   527.95  (+/-2cm)     1732.1   (feet) VERTCON3
 EK0945  ______________________________________________________________________
 EK0945  GEOID HEIGHT    -        -31.189 (meters)                     GEOID18
 EK0945  LAPLACE CORR    -          2.84  (seconds)                    DEFLEC18
 EK0945  HORZ ORDER      -  SECOND
 EK0945  VERT ORDER      -  THIRD ? (See Below)
 EK0945
 EK0945.The horizontal coordinates were established by classical geodetic methods
 EK0945.and adjusted by the National Geodetic Survey in November 1994.
 EK0945
 EK0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0945
 EK0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0945.GEOID18 height accuracy estimate available here.
 EK0945
 EK0945.The vertical order pertains to the NGVD 29 superseded value.
 EK0945
 EK0945.Click photographs - Photos may exist for this station.
 EK0945
 EK0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0945
 EK0945. The following values were computed from the NAD 83(1993) position.
 EK0945
 EK0945;                    North         East     Units Scale Factor Converg.
 EK0945;SPC OK S     -   134,034.308   886,640.890   MT  0.99993697   +1 46 19.2
 EK0945;SPC OK S     -   439,744.23  2,908,920.99   sFT  0.99993697   +1 46 19.2
 EK0945;UTM  15      - 3,819,389.374   327,572.035   MT  0.99996648   -1 03 50.8
 EK0945
 EK0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0945!SPC OK S     -   0.99992203  x   0.99993697  =   0.99985900
 EK0945!UTM  15      -   0.99992203  x   0.99996648  =   0.99988851
 EK0945
 EK0945:                Primary Azimuth Mark                     Grid Az
 EK0945:SPC OK S     -  FLASHMAN LOOKOUT TOWER                   256 43 20.1
 EK0945:UTM  15      -  FLASHMAN LOOKOUT TOWER                   259 33 30.1
 EK0945
 EK0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2757219389(NAD 83)
 EK0945
 EK0945|---------------------------------------------------------------------|
 EK0945| PID    Reference Object                     Distance      Geod. Az  |
 EK0945|                                                           dddmmss.s |
 EK0945| CX6533 INDIAN RM 2                          17.670 METERS 00505     |
 EK0945| CX6532 INDIAN RM 1                          17.492 METERS 13056     |
 EK0945| CX6531 INDIAN AZ MK                                       1665136.2 |
 EK0945| EK0963 FLASHMAN LOOKOUT TOWER              APPROX.12.3 KM 2582939.3 |
 EK0945|---------------------------------------------------------------------|
 EK0945
 EK0945                          SUPERSEDED SURVEY CONTROL
 EK0945
 EK0945  NAD 83(1986)-  34 30 06.20353(N)    094 52 41.33361(W) AD(       ) 2
 EK0945  NAD 27      -  34 30 05.83500(N)    094 52 40.51800(W) AD(       ) 2
 EK0945  NGVD 29             527.83   (m)         1731.7    (f) LEVELING    3  
 EK0945
 EK0945.Superseded values are not recommended for survey control.
 EK0945
 EK0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0945.See file dsdata.pdf to determine how the superseded data were derived.
 EK0945
 EK0945_MARKER: DS = TRIANGULATION STATION DISK
 EK0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0945_STAMPING: INDIAN 1952
 EK0945_MARK LOGO: CGS
 EK0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0945+STABILITY: SURFACE MOTION
 EK0945
 EK0945  HISTORY     - Date     Condition        Report By
 EK0945  HISTORY     - 1952     MONUMENTED       CGS
 EK0945  HISTORY     - 1983     GOOD             OKDH
 EK0945
 EK0945                          STATION DESCRIPTION
 EK0945
 EK0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0945'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHWEST OF BETHEL
 EK0945'ON A HIGH BANK ON THE EAST RIGHT-OF-WAY OF WHAT IS KNOWN
 EK0945'AS THE INDIAN HIGHWAY.  IT IS 23 FEET NORTH OF A WITNESS
 EK0945'POST, 19 FEET SOUTHWEST OF A 10 INCH TRIANGLE BLAZED OAK
 EK0945'TREE AND 10 FEET EAST OF THE ROAD BANK.  THE MARK PROJECTS 2
 EK0945'INCHES AND THE DISK IS STAMPED INDIAN 1952.
 EK0945'
 EK0945'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE ROAD BANK.  THE
 EK0945'BOULDER IN WHICH THE MARK IS SET IS ABOUT 24 INCHES HIGH AND
 EK0945'THE DISK IS STAMPED INDIAN NO 1 1952.
 EK0945'
 EK0945'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE ROAD BANK.  THE
 EK0945'BOULDER IN WHICH THE MARK IS SET PROJECTS 12 INCHES AND THE
 EK0945'DISK IS STAMPED INDIAN NO 2 1952.
 EK0945'
 EK0945'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTER OF THE GRAVEL
 EK0945'ROAD, 10 FEET NORTH OF A 10 INCH PINE TREE AND 3 FEET WEST
 EK0945'OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 EK0945'IS STAMPED INDIAN 1952.
 EK0945'
 EK0945'TO REACH THE STATION FROM THE CROSS-ROADS IN BETHEL, GO
 EK0945'NORTH ON A GRAVEL ROAD FOR 2.3 MILES TO A SIDE ROAD LEFT,
 EK0945'CONTINUE ON NORTH FOR 10.1 MILES TO THE AZIMUTH MARK ON THE
 EK0945'LEFT.  CONTINUE ON NORTH FOR 0.1 MILE TO A HIGH ROAD BANK
 EK0945'AND THE STATION AS DESCRIBED.
 EK0945'
 EK0945'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0945
 EK0945                          STATION RECOVERY (1983)
 EK0945
 EK0945'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0945'INDIAN FOUND GOOD.
 EK0945'INDIAN NO. 1 FOUND GOOD.
 EK0945'INDIAN NO. 2 FOUND GOOD.
 EK0945'
 EK0945'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 12.5 MILES
 EK0945'NORTHWEST OF BETHEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0729 ***********************************************************************
 EL0729  DESIGNATION -  INDIAN
 EL0729  PID         -  EL0729
 EL0729  STATE/COUNTY-  OK/ATOKA
 EL0729  COUNTRY     -  US
 EL0729  USGS QUAD   -  LEHIGH (2019)
 EL0729
 EL0729                         *CURRENT SURVEY CONTROL
 EL0729  ______________________________________________________________________
 EL0729* NAD 83(1993) POSITION- 34 29 58.57167(N) 096 07 31.96153(W)   ADJUSTED
 EL0729* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 EL0729  ______________________________________________________________________
 EL0729  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 EL0729  LAPLACE CORR    -         -8.09  (seconds)                    DEFLEC18
 EL0729  HORZ ORDER      -  SECOND
 EL0729
 EL0729.The horizontal coordinates were established by classical geodetic methods
 EL0729.and adjusted by the National Geodetic Survey in November 1994.
 EL0729
 EL0729.The orthometric height was scaled from a topographic map.
 EL0729
 EL0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0729.GEOID18 height accuracy estimate available here.
 EL0729
 EL0729.Click photographs - Photos may exist for this station.
 EL0729
 EL0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0729
 EL0729. The following values were computed from the NAD 83(1993) position.
 EL0729
 EL0729;                    North         East     Units Scale Factor Converg.
 EL0729;SPC OK S     -   130,964.597   772,130.006   MT  0.99993703   +1 03 50.3
 EL0729;SPC OK S     -   429,673.02  2,533,229.86   sFT  0.99993703   +1 03 50.3
 EL0729;UTM  14      - 3,821,304.925   763,925.554   MT  1.00045867   +1 37 44.5
 EL0729
 EL0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0729!SPC OK S     -   0.99996174  x   0.99993703  =   0.99989877
 EL0729!UTM  14      -   0.99996174  x   1.00045867  =   1.00042039
 EL0729
 EL0729:                Primary Azimuth Mark                     Grid Az
 EL0729:SPC OK S     -  INDIAN AZ MK                             184 38 17.1
 EL0729:UTM  14      -  INDIAN AZ MK                             184 04 22.9
 EL0729
 EL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6392521304(NAD 83)
 EL0729
 EL0729|---------------------------------------------------------------------|
 EL0729| PID    Reference Object                     Distance      Geod. Az  |
 EL0729|                                                           dddmmss.s |
 EL0729| CX9989 INDIAN RM 1                          22.508 METERS 01311     |
 EL0729| EL0704 OKLA BOYS INDUSTRIAL SCH TANK       APPROX. 9.0 KM 0691025.1 |
 EL0729| CX9990 INDIAN RM 2                          22.743 METERS 11636     |
 EL0729| EL0732 ATOKA EAST MUNICIPAL TANK           APPROX.12.7 KM 1823834.5 |
 EL0729| EL0730 ATOKA WEST MUNICIPAL TANK           APPROX.12.7 KM 1824852.9 |
 EL0729| CX9988 INDIAN AZ MK                                       1854207.4 |
 EL0729| EL0726 LEHIGH MUNICIPAL TANK               APPROX. 8.9 KM 2473215.7 |
 EL0729| EL0708 COALGATE MUNICIPAL TANK             APPROX.10.7 KM 2935611.2 |
 EL0729|---------------------------------------------------------------------|
 EL0729
 EL0729                          SUPERSEDED SURVEY CONTROL
 EL0729
 EL0729  NAD 83(1986)-  34 29 58.57646(N)    096 07 31.95443(W) AD(       ) 2
 EL0729  NAD 27      -  34 29 58.24040(N)    096 07 30.96920(W) AD(       ) 2
 EL0729
 EL0729.Superseded values are not recommended for survey control.
 EL0729
 EL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0729.See file dsdata.pdf to determine how the superseded data were derived.
 EL0729
 EL0729_MARKER: DS = TRIANGULATION STATION DISK
 EL0729_SETTING: 66 = SET IN ROCK OUTCROP
 EL0729_STAMPING: INDIAN 1955
 EL0729_MARK LOGO: CGS
 EL0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0729+STABILITY: POSITION/ELEVATION WELL
 EL0729
 EL0729  HISTORY     - Date     Condition        Report By
 EL0729  HISTORY     - 1955     MONUMENTED       CGS
 EL0729
 EL0729                          STATION DESCRIPTION
 EL0729
 EL0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0729'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTH OF ATOKA,
 EL0729'6 MILES SOUTHEAST OF COALGATE, 3-1/2 MILES SOUTH OF STATE
 EL0729'HIGHWAY 43, ON A PROMINENT, ROCKY, TIMBERED RIDGE THAT DROPS
 EL0729'OFF SHARPLY JUST EAST OF THE STATION.  IT IS THE MOST PROMINENT
 EL0729'RIDGE IN THE VICINITY.
 EL0729'
 EL0729'STATION IS REACHED AS FOLLOWS--AT THE JUNCTION OF U.S. HIGHWAY
 EL0729'75, STATE HIGHWAY 3 AND STATE HIGHWAY 43 JUST SOUTH OF COALGATE,
 EL0729'GO EAST ON STATE HIGHWAY 43 FOR 3.1 MILES TO A GRADED ROAD ON THE
 EL0729'RIGHT, SOUTH.  TURN SOUTH AND GO FOR 2.0 MILES.  TURN RIGHT
 EL0729'AND GO 0.05 MILE.  TURN LEFT AND GO SOUTH AND EAST FOR 1.6
 EL0729'MILES TO A RANCH HOUSE ON THE RIGHT.  FOUR WHEEL DRIVE TRUCK
 EL0729'IS NEEDED FROM HERE ON.  FROM THE RANCH HOUSE CONTINUE EAST ON
 EL0729'AN OLD SECTION LINE ROAD FOR 0.2 MILE TO A BOARD GATE AND
 EL0729'AN OLD WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE WIRE
 EL0729'GATE AND FOLLOW A DIM, WASHED OUT ROAD EASTERLY FOR 0.6 MILE
 EL0729'TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND CONTINUE FOR 0.1
 EL0729'MILE TO A WASH.  CROSS OVER THE WASH, LEAVE THE OLD ROAD
 EL0729'AND PASS THROUGH THE FENCE.  CONTINUE NORTHEAST AND EAST
 EL0729'ON A DIM ROAD FOR 0.6 MILE TO A NORTH-SOUTH BLADED ROAD.
 EL0729'TURN LEFT, NORTH, AND GO 0.1 MILE TO THE AZIMUTH MARK
 EL0729'ON THE RIGHT AT A WITNESS POST.  CONTINUE NORTH, UP A STEEP
 EL0729'BLADED ROAD FOR 0.4 MILE TO THE CREST OF THE RIDGE AND
 EL0729'BLAZED TREES ON EACH SIDE OF THE ROAD.  TURN RIGHT ON A DIM
 EL0729'TRACK ROAD AND GO EASTERLY FOR 0.1 MILE TO THE STATION.
 EL0729'
 EL0729'STATION MARK, STAMPED INDIAN 1955, IS A STANDARD DISK CEMENTED
 EL0729'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 EL0729'GROUND.  IT IS 15.0 FEET WEST NORTHWEST OF A WITNESS POST.
 EL0729'
 EL0729'REFERENCE MARK NUMBER 1, STAMPED INDIAN NO 1 1955, IS A STANDARD
 EL0729'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET BY
 EL0729'1-1/2 FEET, PROJECTING 4 INCHES AND AT THE SAME ELEVATION AS THE
 EL0729'STATION.  IT IS 2.0 FEET NORTH OF A SMALL CAIRN.
 EL0729'
 EL0729'REFERENCE MARK NUMBER 2, STAMPED INDIAN NO 2 1955, IS A STANDARD
 EL0729'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 8 FEET
 EL0729'BY 4 FEET, PROJECTING 3-1/2 FEET ON THE DOWN HILL SIDE AND
 EL0729'4 FEET LOWER THAN THE STATION.  IT IS 1-1/2 FEET NORTH OF A SMALL
 EL0729'CAIRN.
 EL0729'
 EL0729'AZIMUTH MARK, STAMPED INDIAN 1955, IS A STANDARD DISK CEMENTED IN
 EL0729'A DRILL HOLE IN A LARGE FLAT BOULDER 10 FEET BY 4 FEET,
 EL0729'PROJECTING 2 FEET, 3.0 FEET WEST OF A WITNESS POST, 15.0 FEET WEST
 EL0729'OF AN OAK TREE WITH A TRIANGULAR BLAZE AND 10.0 FEET EAST OF THE
 EL0729'CENTERLINE OF THE ROAD.
 EL0729'
 EL0729'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0850 ***********************************************************************
 EL0850  DESIGNATION -  INDIAN
 EL0850  PID         -  EL0850
 EL0850  STATE/COUNTY-  OK/GARVIN
 EL0850  COUNTRY     -  US
 EL0850  USGS QUAD   -  JOY (2018)
 EL0850
 EL0850                         *CURRENT SURVEY CONTROL
 EL0850  ______________________________________________________________________
 EL0850* NAD 83(1993) POSITION- 34 30 24.43287(N) 097 14 50.30805(W)   ADJUSTED
 EL0850* NAVD 88 ORTHO HEIGHT -   317.79  (+/-2cm)     1042.6   (feet) VERTCON3
 EL0850  ______________________________________________________________________
 EL0850  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 EL0850  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 EL0850  HORZ ORDER      -  THIRD
 EL0850  VERT ORDER      -  THIRD ? (See Below)
 EL0850
 EL0850.The horizontal coordinates were established by classical geodetic methods
 EL0850.and adjusted by the National Geodetic Survey in November 1994.
 EL0850
 EL0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0850
 EL0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0850.GEOID18 height accuracy estimate available here.
 EL0850
 EL0850.The vertical order pertains to the NGVD 29 superseded value.
 EL0850
 EL0850.Click photographs - Photos may exist for this station.
 EL0850
 EL0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0850
 EL0850. The following values were computed from the NAD 83(1993) position.
 EL0850
 EL0850;                    North         East     Units Scale Factor Converg.
 EL0850;SPC OK S     -   130,420.878   669,116.630   MT  0.99993685   +0 25 38.1
 EL0850;SPC OK S     -   427,889.16  2,195,260.14   sFT  0.99993685   +0 25 38.1
 EL0850;UTM  14      - 3,819,744.236   660,898.855   MT  0.99991910   +0 59 35.2
 EL0850
 EL0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0850!SPC OK S     -   0.99995407  x   0.99993685  =   0.99989092
 EL0850!UTM  14      -   0.99995407  x   0.99991910  =   0.99987317
 EL0850
 EL0850:                Primary Azimuth Mark                     Grid Az
 EL0850:SPC OK S     -  INDIAN AZ MK                             345 13 05.1
 EL0850:UTM  14      -  INDIAN AZ MK                             344 39 08.0
 EL0850
 EL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6089819744(NAD 83)
 EL0850
 EL0850|---------------------------------------------------------------------|
 EL0850| PID    Reference Object                     Distance      Geod. Az  |
 EL0850|                                                           dddmmss.s |
 EL0850| CX9370 INDIAN MERIDIAN INITIAL POINT                      05657     |
 EL0850| DR5423 INDIAN RM 1                          10.399 METERS 08718     |
 EL0850| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.29.7 KM 3084353.4 |
 EL0850| DR5424 INDIAN RM 2                          10.113 METERS 33915     |
 EL0850| CX9988 INDIAN AZ MK                                       3453843.2 |
 EL0850|---------------------------------------------------------------------|
 EL0850
 EL0850                          SUPERSEDED SURVEY CONTROL
 EL0850
 EL0850  NAD 83(1986)-  34 30 24.43854(N)    097 14 50.29678(W) AD(       ) 3
 EL0850  NAD 27      -  34 30 24.12380(N)    097 14 49.21840(W) AD(       ) 3
 EL0850  NGVD 29             317.71   (m)         1042.4    (f) LEVELING    3  
 EL0850
 EL0850.Superseded values are not recommended for survey control.
 EL0850
 EL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0850.See file dsdata.pdf to determine how the superseded data were derived.
 EL0850
 EL0850_MARKER: DS = TRIANGULATION STATION DISK
 EL0850_SETTING: 66 = SET IN ROCK OUTCROP
 EL0850_STAMPING: INDIAN 1954
 EL0850_MARK LOGO: CGS
 EL0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0850+STABILITY: POSITION/ELEVATION WELL
 EL0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0850+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2002
 EL0850
 EL0850  HISTORY     - Date     Condition        Report By
 EL0850  HISTORY     - 1954     MONUMENTED       CGS
 EL0850  HISTORY     - 20020621 GOOD             INDIV
 EL0850
 EL0850                          STATION DESCRIPTION
 EL0850
 EL0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0850'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF DAVIS AND 1 MILE
 EL0850'SOUTH OF HOOVER AND STATE HIGHWAY 7.  IT IS NEAR THE STONE MARKING THE
 EL0850'INTERSECTION OF THE BASE LINE AND THE INDIAN MERIDIAN, THE INITIAL
 EL0850'POINT FOR THE ORIGINAL LAND SURVEYS.
 EL0850'
 EL0850'THE STATION IS 28 FEET EAST OF THE CENTER OF A TRACK ROAD AND 13 FEET
 EL0850'SOUTHWEST OF A T FENCE CORNER.  IT IS SET IN OUTCROPPING BEDROCK AND
 EL0850'IS STAMPED INDIAN 1954.
 EL0850'
 EL0850'REFERENCE MARK NO. 1 IS 25 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 5
 EL0850'FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET IN OUTCROPPING
 EL0850'BEDROCK AND IS STAMPED INDIAN NO 1 1954.
 EL0850'
 EL0850'REFERENCE MARK NO. 2 IS 30 FEET NORTHWEST OF A T FENCE CORNER AND 18
 EL0850'FEET EAST OF THE CENTER OF A TRACK ROAD.  IT IS SET IN OUTCROPPING
 EL0850'BEDROCK AND IS STAMPED INDIAN NO 2 1954.
 EL0850'
 EL0850'THE CROSS ON THE ROCK MARKING THE INTERSECTION OF THE BASE LINE AND
 EL0850'THE INDIAN MERIDIAN IS FOUND ON THE TOP OF A BOULDER THAT PROJECTS
 EL0850'3-1/2 FEET AND IS 12 INCHES BY 16 INCHES AT THE TOP.  IT IS 35 FEET
 EL0850'EAST OF THE CENTER OF THE TRACK ROAD AND 1-1/2 FEET SOUTHEAST OF THE T
 EL0850'FENCE CORNER.
 EL0850'
 EL0850'THE AZIMUTH MARK IS 52 FEET NORTH OF THE CENTER OF STATE HIGHWAY 7, 2
 EL0850'FEET SOUTH OF A WITNESS POST AND 1-1/2 FEET WEST OF A POWER LINE POLE.
 EL0850'IT IS SET FLUSH AND IS STAMPED INDIAN 1954.
 EL0850'
 EL0850'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DAVIS GO WEST ON U.S.
 EL0850'HIGHWAY 77 AND STATE HIGHWAY 7 FOR 0.2 MILE TO THEIR JUNCTION.
 EL0850'CONTINUE WEST ON STATE HIGHWAY 7 FOR 7.1 MILES TO THE ROADY GROCERY
 EL0850'STORE ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.15 MILE TO A
 EL0850'CATTLE GUARD ON THE LEFT. (AZIMUTH MARK 0.1 MILE WEST OF THE CATTLE
 EL0850'GUARD ON THE NORTH SIDE OF STATE HIGHWAY 7.) TURN LEFT ACROSS THE
 EL0850'CATTLE GUARD AND GO SOUTHERLY FOR 0.15 MILE TO A LOCKED GATE IN A
 EL0850'NORTH-SOUTH FENCE LINE. (KEY MAY BE OBTAINED FROM THE HOUSE JUST SOUTH
 EL0850'OF THE GATE.) PASS THRU GATE AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.45
 EL0850'MILE TO A GATE.  PASS THRU GATE AND KEEP LEFT, MAIN ROAD, FOR 0.5 MILE
 EL0850'TO THE STATION MARK, REFERENCE MARKS AND THE ROCK ON THE LEFT.
 EL0850'
 EL0850'THE STATION WAS MARKED IN 1954 AND WAS OCCUPIED IN 1955.
 EL0850
 EL0850                          STATION RECOVERY (2002)
 EL0850
 EL0850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MBD)
 EL0850'REFERENCE MARK NO. 1 WAS NOT FOUND. REFERENCE MARK NO. 2 IS STAMPED
 EL0850''INDIAN NO 2 1954' AND IS SEPERATED FROM THE OUTCROPPING BEDROCK .
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1267 ***********************************************************************
 FJ1267  DESIGNATION -  INDIAN
 FJ1267  PID         -  FJ1267
 FJ1267  STATE/COUNTY-  OK/PAYNE
 FJ1267  COUNTRY     -  US
 FJ1267  USGS QUAD   -  NORTH VILLAGE (2018)
 FJ1267
 FJ1267                         *CURRENT SURVEY CONTROL
 FJ1267  ______________________________________________________________________
 FJ1267* NAD 83(1993) POSITION- 35 57 01.26267(N) 096 38 14.80990(W)   ADJUSTED
 FJ1267* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 FJ1267  ______________________________________________________________________
 FJ1267  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 FJ1267  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 FJ1267  HORZ ORDER      -  SECOND
 FJ1267
 FJ1267.The horizontal coordinates were established by classical geodetic methods
 FJ1267.and adjusted by the National Geodetic Survey in November 1994.
 FJ1267
 FJ1267.The orthometric height was scaled from a topographic map.
 FJ1267
 FJ1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1267.GEOID18 height accuracy estimate available here.
 FJ1267
 FJ1267.Click photographs - Photos may exist for this station.
 FJ1267
 FJ1267.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1267
 FJ1267. The following values were computed from the NAD 83(1993) position.
 FJ1267
 FJ1267;                    North         East     Units Scale Factor Converg.
 FJ1267;SPC OK N     -   106,306.398   722,919.877   MT  0.99995255   +0 48 14.8
 FJ1267;SPC OK N     -   348,773.57  2,371,779.63   sFT  0.99995255   +0 48 14.8
 FJ1267;UTM  14      - 3,981,021.665   713,083.578   MT  1.00015951   +1 23 15.1
 FJ1267
 FJ1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1267!SPC OK N     -   0.99995891  x   0.99995255  =   0.99991146
 FJ1267!UTM  14      -   0.99995891  x   1.00015951  =   1.00011841
 FJ1267
 FJ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1308381021(NAD 83)
 FJ1267
 FJ1267                          SUPERSEDED SURVEY CONTROL
 FJ1267
 FJ1267  NAD 83(1986)-  35 57 01.27563(N)    096 38 14.79011(W) AD(       ) 2
 FJ1267  NAD 27      -  35 57 01.03900(N)    096 38 13.72400(W) AD(       ) 2
 FJ1267
 FJ1267.Superseded values are not recommended for survey control.
 FJ1267
 FJ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1267.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1267
 FJ1267_MARKER: DD = SURVEY DISK
 FJ1267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ1267_MARK LOGO: USGS
 FJ1267_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1267
 FJ1267  HISTORY     - Date     Condition        Report By
 FJ1267  HISTORY     - UNK      MONUMENTED       USGS
 FJ1267  HISTORY     - 1935     GOOD             CGS
 FJ1267
 FJ1267                          STATION DESCRIPTION
 FJ1267
 FJ1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1267'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST
 FJ1267'QUARTER OF SECTION 14, T. 17 N., R. 6 E., ON PROPERTY OWNED
 FJ1267'BY AN INDIAN, ABOUT 800 FEET NORTH OF A FARMHOUSE WHICH IS IN
 FJ1267'THE MIDDLE OF THE SECTION, ABOUT 0.5 MILE SOUTH OF THE SECTION
 FJ1267'LINE AND 0.5 MILE EAST OF THE SECTION LINE, NOT HIGHEST GROUND
 FJ1267'IN VICINITY.
 FJ1267'
 FJ1267'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 33 AND 48,
 FJ1267'6.5 MILES EAST OF CUSHING AND 4.5 MILES WEST OF DRUMRIGHT BY
 FJ1267'GOING SOUTH ON STATE HIGHWAY 48 FOR 2.3 MILES TO CROSSROADS
 FJ1267'WITH FILLING STATION IN NORTHWEST ANGLE, THEN TURN LEFT AND GO
 FJ1267'EAST 1.0 MILE TO CROSSROADS, THEN RIGHT AND GO SOUTH FOR 0.5 MILE
 FJ1267'TO AN ENTRANCE ON THE EAST SIDE OF THE ROAD, THEN TURN LEFT AND
 FJ1267'GO EAST ALONG FENCE ON FARM ROAD FOR 0.3 MILE, THEN TURN LEFT
 FJ1267'THROUGH WIRE GATE ABOUT 100 FEET AFTER PASSING FARMHOUSE ON
 FJ1267'RIGHT AND GO NORTHWEST ACROSS PASTURE 0.1 MILE TO TOP OF
 FJ1267'RIDGE AND STATION.
 FJ1267'
 FJ1267'MARK IS ABOUT 150 FEET SOUTH OF A LARGE GROVE OF OAK TREES,
 FJ1267'105 FEET EAST OF NORTH-SOUTH FENCE LINE, MARKED BY A BRASS
 FJ1267'TABLET ON TOP OF A 4-INCH IRON PIPE PROJECTING ABOUT 12 INCHES
 FJ1267'ABOVE THE SURFACE OF THE GROUND.  A CROSS AND TRIANGLE MARKS
 FJ1267'THE CENTER OF THE TABLET.  NO ELEVATION OR DATUM WAS STAMPED
 FJ1267'THEREON.  IN GOOD CONDITION.
 FJ1267'
 FJ1267'U.S.C. AND G.S. TRIANGULATION STATION INDIAN IS 1.170 METERS
 FJ1267'(3.84 FEET) WEST-SOUTHWEST OF THE BENCH MARK.  A TIE WAS MADE
 FJ1267'FROM THAT STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1268 ***********************************************************************
 FJ1268  DESIGNATION -  INDIAN
 FJ1268  PID         -  FJ1268
 FJ1268  STATE/COUNTY-  OK/PAYNE
 FJ1268  COUNTRY     -  US
 FJ1268  USGS QUAD   -  NORTH VILLAGE (2018)
 FJ1268
 FJ1268                         *CURRENT SURVEY CONTROL
 FJ1268  ______________________________________________________________________
 FJ1268* NAD 83(1993) POSITION- 35 57 01.24910(N) 096 38 14.85350(W)   ADJUSTED
 FJ1268* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 FJ1268  ______________________________________________________________________
 FJ1268  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 FJ1268  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 FJ1268  HORZ ORDER      -  FIRST
 FJ1268
 FJ1268.The horizontal coordinates were established by classical geodetic methods
 FJ1268.and adjusted by the National Geodetic Survey in November 1994.
 FJ1268
 FJ1268.The orthometric height was scaled from a topographic map.
 FJ1268
 FJ1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1268.GEOID18 height accuracy estimate available here.
 FJ1268
 FJ1268.Click photographs - Photos may exist for this station.
 FJ1268
 FJ1268.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1268
 FJ1268. The following values were computed from the NAD 83(1993) position.
 FJ1268
 FJ1268;                    North         East     Units Scale Factor Converg.
 FJ1268;SPC OK N     -   106,305.964   722,918.791   MT  0.99995255   +0 48 14.8
 FJ1268;SPC OK N     -   348,772.15  2,371,776.07   sFT  0.99995255   +0 48 14.8
 FJ1268;UTM  14      - 3,981,021.220   713,082.496   MT  1.00015950   +1 23 15.1
 FJ1268
 FJ1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1268!SPC OK N     -   0.99995891  x   0.99995255  =   0.99991146
 FJ1268!UTM  14      -   0.99995891  x   1.00015950  =   1.00011840
 FJ1268
 FJ1268:                Primary Azimuth Mark                     Grid Az
 FJ1268:SPC OK N     -  INDIAN AZ MK                             229 00 49.2
 FJ1268:UTM  14      -  INDIAN AZ MK                             228 25 48.9
 FJ1268
 FJ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1308281021(NAD 83)
 FJ1268
 FJ1268|---------------------------------------------------------------------|
 FJ1268| PID    Reference Object                     Distance      Geod. Az  |
 FJ1268|                                                           dddmmss.s |
 FJ1268| FJ1267 INDIAN                                1.170 METERS 06903     |
 FJ1268| CI1721 INDIAN AZ MK                                       2294904.0 |
 FJ1268| CI1722 INDIAN RM 1                          33.263 METERS 25835     |
 FJ1268| CI1723 INDIAN RM 2                          54.381 METERS 32327     |
 FJ1268|---------------------------------------------------------------------|
 FJ1268
 FJ1268                          SUPERSEDED SURVEY CONTROL
 FJ1268
 FJ1268  NAD 83(1986)-  35 57 01.26207(N)    096 38 14.83372(W) AD(       ) 1
 FJ1268  NAD 27      -  35 57 01.02500(N)    096 38 13.76800(W) AD(       ) 1
 FJ1268
 FJ1268.Superseded values are not recommended for survey control.
 FJ1268
 FJ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1268.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1268
 FJ1268_MARKER: DS = TRIANGULATION STATION DISK
 FJ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1268_STAMPING: INDIAN 1935
 FJ1268_MARK LOGO: CGS
 FJ1268_PROJECTION: FLUSH
 FJ1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1268+STABILITY: SURFACE MOTION
 FJ1268
 FJ1268  HISTORY     - Date     Condition        Report By
 FJ1268  HISTORY     - 1935     MONUMENTED       CGS
 FJ1268
 FJ1268                          STATION DESCRIPTION
 FJ1268
 FJ1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1268'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST
 FJ1268'QUARTER OF SECTION 14, T. 17 N., R. 6 E., ON PROPERTY OWNED BY
 FJ1268'AN INDIAN, ABOUT 800 FEET NORTH OF A HOUSE WHICH IS IN THE
 FJ1268'MIDDLE OF THE SECTION, ABOUT 0.5 MILE SOUTH OF THE SECTION
 FJ1268'LINE AND 0.5 MILE EAST OF THE SECTION LINE, NOT HIGHEST
 FJ1268'GROUND IN VICINITY.
 FJ1268'
 FJ1268'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 33 AND 48, 6.5
 FJ1268'MILES EAST OF CUSHING AND 4.5 MILES WEST OF DRUMRIGHT BY
 FJ1268'GOING SOUTH ON STATE HIGHWAY 48 FOR 2.3 MILES TO CROSSROADS
 FJ1268'WITH FILLING STATION IN NORTHWEST ANGLE, THEN TURN LEFT AND GO
 FJ1268'EAST 1.0 MILE TO CROSSROADS, THEN RIGHT AND GO SOUTH FOR 0.5 MILE
 FJ1268'TO AN ENTRANCE ON THE EAST SIDE OF THE ROAD, THEN TURN LEFT AND
 FJ1268'GO EAST ALONG FENCE ON FARM ROAD FOR 0.3 MILE, THEN TURN LEFT
 FJ1268'THROUGH WIRE GATE ABOUT 100 FEET AFTER PASSING FARMHOUSE ON
 FJ1268'RIGHT AND GO NORTHWEST ACROSS PASTURE 0.1 MILE TO TOP OF
 FJ1268'RIDGE TO U.S.G.S. BENCH MARK AND STATION.
 FJ1268'
 FJ1268'STATION IS ABOUT 150 FEET SOUTH OF A LARGE GROVE OF OAK TREES,
 FJ1268'105 FEET EAST OF A NORTH-SOUTH FENCE, FLUSH WITH THE SURFACE
 FJ1268'OF THE GROUND.
 FJ1268'
 FJ1268'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION IN NORTH-SOUTH
 FJ1268'FENCE LINE, PROJECTGING ABOUT 10 INCHES.
 FJ1268'
 FJ1268'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN NORTH-SOUTH
 FJ1268'FENCE LINE, PROJECTING ABOUT 10 INCHES.
 FJ1268'
 FJ1268'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF STATION.
 FJ1268'REACHED FROM THE FARMHOUSE SOUTH OF THE STATION BY GOING WEST
 FJ1268'0.3 MILE, THEN LEFT (SOUTH) 0.2 MILE TO MARK WHICH IS IN EAST
 FJ1268'RIGHT-OF-WAY FENCE LINE, 20 FEET EAST OF CENTER LINE OF
 FJ1268'NORTH-SOUTH ROAD AND PROJECTS ABOUT 6 INCHES.
 FJ1268'
 FJ1268'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 FJ1268'DESCRIBED.
 FJ1268'
 FJ1268'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0824 ***********************************************************************
 GG0824  DESIGNATION -  INDIAN HILL
 GG0824  PID         -  GG0824
 GG0824  STATE/COUNTY-  OK/ROGERS
 GG0824  COUNTRY     -  US
 GG0824  USGS QUAD   -  MINGO (2019)
 GG0824
 GG0824                         *CURRENT SURVEY CONTROL
 GG0824  ______________________________________________________________________
 GG0824* NAD 83(1993) POSITION- 36 10 23.96879(N) 095 45 50.84274(W)   ADJUSTED
 GG0824* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 GG0824  ______________________________________________________________________
 GG0824  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 GG0824  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 GG0824  HORZ ORDER      -  FIRST
 GG0824
 GG0824.The horizontal coordinates were established by classical geodetic methods
 GG0824.and adjusted by the National Geodetic Survey in November 1994.
 GG0824
 GG0824.The orthometric height was scaled from a topographic map.
 GG0824
 GG0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0824.GEOID18 height accuracy estimate available here.
 GG0824
 GG0824.Click photographs - Photos may exist for this station.
 GG0824
 GG0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0824
 GG0824. The following values were computed from the NAD 83(1993) position.
 GG0824
 GG0824;                    North         East     Units Scale Factor Converg.
 GG0824;SPC OK N     -   132,499.764   801,124.104   MT  0.99994541   +1 19 10.2
 GG0824;SPC OK N     -   434,709.64  2,628,354.66   sFT  0.99994541   +1 19 10.2
 GG0824;UTM  15      - 4,006,714.046   251,392.947   MT  1.00036160   -1 37 56.3
 GG0824
 GG0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0824!SPC OK N     -   0.99996297  x   0.99994541  =   0.99990838
 GG0824!UTM  15      -   0.99996297  x   1.00036160  =   1.00032455
 GG0824
 GG0824:                Primary Azimuth Mark                     Grid Az
 GG0824:SPC OK N     -  TULSA STATION KVOO E RAD MAST            230 59 24.3
 GG0824:UTM  15      -  TULSA STATION KVOO E RAD MAST            233 56 30.8
 GG0824
 GG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5139206714(NAD 83)
 GG0824
 GG0824|---------------------------------------------------------------------|
 GG0824| PID    Reference Object                     Distance      Geod. Az  |
 GG0824|                                                           dddmmss.s |
 GG0824| CI1730 INDIAN HILL AZ MK 2                                1460033.0 |
 GG0824| CI1733 INDIAN HILL RM 3                     21.244 METERS 15527     |
 GG0824| CI1729 INDIAN HILL AZ MK                                  1662601.9 |
 GG0824| CI1731 INDIAN HILL RM 1                     44.198 METERS 19843     |
 GG0824| GG0823 TULSA STATION KVOO E RAD MAST       APPROX. 4.9 KM 2321834.5 |
 GG0824| GG0825 TULSA STATION KVOO W RAD MAST       APPROX. 5.0 KM 2331359.8 |
 GG0824| GG0832 TULSA FAIRGRNDS SE OIL DERRICK      APPROX.15.6 KM 2535203.3 |
 GG0824| GG0836 TULSA FAIRGRNDS NW OIL DERRICK      APPROX.15.6 KM 2535759.1 |
 GG0824| GG0831 TULSA BOSTON AVE ME CHURCH          APPROX.20.1 KM 2604513.9 |
 GG0824| GG0840 TULSA CATH CATH TALLEST SPIRE       APPROX.20.5 KM 2620715.3 |
 GG0824| GG0837 TULSA PHILTOWER CENTER OF TOP       APPROX.20.3 KM 2632733.5 |
 GG0824| GG0841 TULSA NATL BANK BLDG UPPER TWR      APPROX.20.4 KM 2634635.8 |
 GG0824| CI1732 INDIAN HILL RM 2                     37.882 METERS 27318     |
 GG0824|---------------------------------------------------------------------|
 GG0824
 GG0824                          SUPERSEDED SURVEY CONTROL
 GG0824
 GG0824  NAD 83(1986)-  36 10 23.99326(N)    095 45 50.82705(W) AD(       ) 1
 GG0824  NAD 27      -  36 10 23.64100(N)    095 45 49.88500(W) AD(       ) 1
 GG0824
 GG0824.Superseded values are not recommended for survey control.
 GG0824
 GG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0824.See file dsdata.pdf to determine how the superseded data were derived.
 GG0824
 GG0824_MARKER: DS = TRIANGULATION STATION DISK
 GG0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0824_STAMPING: INDIAN HILL 1934
 GG0824_MARK LOGO: CGS
 GG0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0824+STABILITY: SURFACE MOTION
 GG0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0824+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003
 GG0824
 GG0824  HISTORY     - Date     Condition        Report By
 GG0824  HISTORY     - 1934     MONUMENTED       CGS
 GG0824  HISTORY     - 1938     GOOD             CGS
 GG0824  HISTORY     - 1960     GOOD             CGS
 GG0824  HISTORY     - 1961     GOOD             CGS
 GG0824  HISTORY     - 1970     GOOD             USGS
 GG0824  HISTORY     - 1973     GOOD             NGS
 GG0824  HISTORY     - 1973     GOOD             OKDH
 GG0824  HISTORY     - 1985     POOR             USPSQD
 GG0824  HISTORY     - 20030105 GOOD             INDIV
 GG0824
 GG0824                          STATION DESCRIPTION
 GG0824
 GG0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0824'STATION IS LOCATED ABOUT 13.0 MILES S OF CLAREMORE, IN NE
 GG0824'1/4 SEC. 36, T 20 N, R 14 E, ON THE HIGHEST PORTION OF
 GG0824'A BRUSH-COVERED RIDGE LOCALLY KNOWN AS INDIAN HILL.
 GG0824'
 GG0824'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A RECTANGULAR
 GG0824'BLOCK OF CONCRETE 6 BY 12 INCHES SURROUNDED BY ROCKS AND
 GG0824'SET FLUSH WITH THE GROUND.  MARK IS 15 FEET S OF THE E-W
 GG0824'BARBED-WIRE FENCE LINE, ABOUT 50 FEET NW OF PATH LEADING
 GG0824'ACROSS THE TOP OF THE RIDGE.
 GG0824'
 GG0824'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GG0824'SET IN CONCRETE.
 GG0824'
 GG0824'REFERENCE MARK NO. 1 IS S OF THE STATION, 15 FEET NW OF
 GG0824'RIM ROCK.  MARK IS A STANDARD BRONZE DISK SET IN A CIRCULAR
 GG0824'MASS OF CONCRETE SURROUNDED BY SMALL ROCKS.
 GG0824'
 GG0824'REFERENCE MARK NO. 2 IS W OF STATION, 8 FEET S OF E-W FENCE
 GG0824'LINE.  MARK IS A STANDARD BRONZE DISK SET IN A CIRCULAR MASS
 GG0824'OF CONCRETE SURROUNDED BY SMALL ROCKS.
 GG0824'
 GG0824'THE UNEVEN CHARACTER OF THE GROUND PREVENTED CLOSER MEASUREMENTS
 GG0824'ON REFERENCE MARKS.
 GG0824'
 GG0824'AZIMUTH MARK IS ABOUT 0.8 MILE AIRLINE S OF STATION, 15
 GG0824'PACES W OF CENTER LINE OF U.S. HIGHWAY 66 ON OPEN GRASS BANK,
 GG0824'AT POINT WHERE SHELL ROAD LEADING TO INDIAN HILL GOLF COURSE
 GG0824'JOINS U.S. HIGHWAY 66.
 GG0824'
 GG0824'TO REACH STATION FROM CLAREMORE, GO S ON U.S. HIGHWAY 66
 GG0824'FOR 13.5 MILES TO INDIAN HILL GOLF COURSE ON W.  TURN SHARPLY
 GG0824'N ON SHELL ROAD FOR 0.6 MILE BEARING LEFT TO CLUBHOUSE WHICH
 GG0824'IS ON THE TOP OF THE FIRST RISE.  THENCE NE UP STEEP SLOPE
 GG0824'PAST 2 GREEN STORAGE TANKS FOR 0.25 MILE TO TOP OF RIDGE
 GG0824'AND STATION.
 GG0824'
 GG0824'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GG0824
 GG0824                          STATION RECOVERY (1938)
 GG0824
 GG0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0824'STATION RECOVERED IN GOOD CONDITION.  IT IS BY AIRLINE ABOUT
 GG0824'13 MILES S OF CLAREMORE, 12 MILES E OF TULSA IN THE NE 1/4
 GG0824'OF SEC. 36, T 20 N, R 14 E.  IT IS ON THE HIGHEST PART OF A
 GG0824'BRUSH-COVERED RIDGE, KNOWN LOCALLY AS INDIAN HILL, OVERLOOKING
 GG0824'INDIAN HILL GOLF COURSE.
 GG0824'
 GG0824'REFERENCE MARK NO. 1 IS S OF THE STATION AND 15 FEET NW OF RIM
 GG0824'ROCK.  THE DISTANCE TO THIS MARK FAILED TO CHECK THE 1934
 GG0824'DISTANCE BY 0.531 METER.
 GG0824'
 GG0824'REFERENCE MARK NO. 2 IS W OF THE STATION AND 8 FEET S OF AN
 GG0824'E-W FENCE LINE.  THE DISTANCE TO THIS MARK FAILED TO CHECK
 GG0824'THE 1934 DISTANCE BY 0.495 METER.
 GG0824'
 GG0824'AZIMUTH MARK IS ABOUT 0.8 MILE S OF THE STATION, 45 FEET
 GG0824'W OF THE CENTER OF U.S. HIGHWAY 66, ON A GRASSY BANK AT THE
 GG0824'POINT WHERE SHELL ROAD LEAVES U.S. HIGHWAY 66 TO GO TO THE
 GG0824'GOLF COURSE.
 GG0824'
 GG0824'TO REACH STATION FROM CLAREMORE, GO S ON U.S. HIGHWAY 66
 GG0824'FOR 13.5 MILES TO THE INDIAN HILL GOLF COURSE ON THE W SIDE
 GG0824'OF THE ROAD, THENCE SHARP N ON SHELL ROAD 0.6 MILE TO THE
 GG0824'CLUBHOUSE ON THE FIRST RIDGE, THENCE NE UP STEEP GRADE PASS
 GG0824'TWO GREEN TANKS TO TOP OF HILL AND THE STATION IS ABOUT 50
 GG0824'FEET NW OF TRAIL ROAD ACROSS TOP OF RIDGE.
 GG0824'
 GG0824'A 4-FOOT WOOD STAND WAS USED FOR OBSERVING.
 GG0824
 GG0824                          STATION RECOVERY (1960)
 GG0824
 GG0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 GG0824'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 GG0824'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 GG0824'MARK 1 COULD NOT BE FOUND AND IS BELIEVED TO BE LOST.
 GG0824
 GG0824                          STATION RECOVERY (1961)
 GG0824
 GG0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0824'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M.
 GG0824'NO. 1, WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS NOT
 GG0824'RECOVERED AND WAS PROBABLY REMOVED BY SOUVENIR HUNTERS.
 GG0824'
 GG0824'A NEW REFERENCE MARK WAS ESTABLISHED TO THE SOUTH-SOUTHEAST
 GG0824'OF THE STATION AND IS NEAR THE SOUTH EDGE OF THE HILL.  THE
 GG0824'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED INDIAN
 GG0824'HILL NO 3 1934.
 GG0824'
 GG0824'THE AZIMUTH MARK IS ABOUT 45 FEET WEST OF THE CENTERLINE
 GG0824'OF OLD U.S. HIGHWAY 66 AND 45 FEET NORTH OF THE CENTERLINE
 GG0824'OF AN EAST-WEST GRAVEL ROAD.
 GG0824'
 GG0824'TO REACH THE STATION FROM CATOOSA, FROM THE MAIN INTERSECTION
 GG0824'AT THE POST OFFICE, GO SOUTH ON SURFACED ROAD AND OLD U.S.
 GG0824'HIGHWAY 66 FOR ABOUT 1.8 MILES, TURN SHARP RIGHT AND GO
 GG0824'NORTH AND NORTHWEST ALONG THE INDIAN HILL GOLF COURSE ROAD
 GG0824'FOR 0.6 MILE TO THE CLUBHOUSE ON THE LEFT, TURN RIGHT AND
 GG0824'GO NORTH AND EAST UP STEEP HILL, PASSING OLD STORAGE TANKS,
 GG0824'TO SUMMIT OF HILL AND STATION.
 GG0824
 GG0824                          STATION RECOVERY (1970)
 GG0824
 GG0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GG0824'STATION AND REFERENCE MARKS 2 AND 3 WERE FOUND IN GOOD CONDITION.
 GG0824'DESCRIPTION ADEQUATE.
 GG0824
 GG0824                          STATION RECOVERY (1973)
 GG0824
 GG0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CS)
 GG0824'STATION AND R.M. 2 AND R.M. 3 WERE FOUND IN GOOD CONDITION.
 GG0824'THE AZIMUTH MARK IS IN FAIR CONDITION.  PART OF TOP OF CONCRETE
 GG0824'HAS BEEN CHIPPED AWAY BUT MARK APPEARS TO BE UNDISTURBED.
 GG0824'DROVE NEW POST AND SURVEY MARKER SIGN OF AZIMUTH MARK, 2 FEET
 GG0824'W OF CONCRETE POST WITH AZIMUTH MARK.  OLD POST AND MARKER
 GG0824'NOT IN EVIDENCE.
 GG0824
 GG0824                          STATION RECOVERY (1973)
 GG0824
 GG0824'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1973 (LEH)
 GG0824'INDIAN HILL AZI. 1934 GOOD.  THIS MARK IS BEING TORN OUT
 GG0824'DURING CONSTRUCTION OF A PORT OF CATOOSA ROAD ON 193RD E AVENUE.
 GG0824'LOCATED IN WEST R/W.
 GG0824'
 GG0824'OKLA. HIGHWAY DEPT. STD. BRASS DISK SET IN CONCRETE 688.34 FT - AZ.
 GG0824'346 DEG 25 MIN 59.8 SEC FROM PRESENT MARKER.  THIS IS AN
 GG0824'EXTENSION OF THE LINE FROM INDIAN HILL TRIANGULATION STATION TO
 GG0824'AZIMUTH MARKER.  NEW MARK IS 3,605.48 FT - AZ. 346 DEG 25 MIN
 GG0824'59.8 SEC FROM TRI. STA. INDIAN HILL.  OHD STD. BRASS DISK
 GG0824'STAMPED INDIAN HILL AZI. 1973.  SEE ATTACHED SD FORM 11 FOR
 GG0824'SKETCH OF NEW LOCATION.
 GG0824
 GG0824                          STATION RECOVERY (1985)
 GG0824
 GG0824'RECOVERY NOTE BY US POWER SQUADRON 1985 (RSF)
 GG0824'MARK RECOVERED IN POOR CONDITION.
 GG0824
 GG0824                          STATION RECOVERY (2003)
 GG0824
 GG0824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MFL)
 GG0824'STATION MARK RECOVERED IN GOOD CONDITION.  AZIMUTH MARK AND REFERENCE
 GG0824'MARKS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0958 ***********************************************************************
 GH0958  DESIGNATION -  INDIAN MOUND
 GH0958  PID         -  GH0958
 GH0958  STATE/COUNTY-  OK/OSAGE
 GH0958  COUNTRY     -  US
 GH0958  USGS QUAD   -  NEW PRUE (2018)
 GH0958
 GH0958                         *CURRENT SURVEY CONTROL
 GH0958  ______________________________________________________________________
 GH0958* NAD 83(1993) POSITION- 36 17 29.70891(N) 096 20 02.78888(W)   ADJUSTED
 GH0958* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 GH0958  ______________________________________________________________________
 GH0958  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 GH0958  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 GH0958  HORZ ORDER      -  FIRST
 GH0958
 GH0958.The horizontal coordinates were established by classical geodetic methods
 GH0958.and adjusted by the National Geodetic Survey in November 1994.
 GH0958
 GH0958.The orthometric height was scaled from a topographic map.
 GH0958
 GH0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0958.GEOID18 height accuracy estimate available here.
 GH0958
 GH0958.Click photographs - Photos may exist for this station.
 GH0958
 GH0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0958
 GH0958. The following values were computed from the NAD 83(1993) position.
 GH0958
 GH0958;                    North         East     Units Scale Factor Converg.
 GH0958;SPC OK N     -   144,589.490   749,632.922   MT  0.99994775   +0 58 59.2
 GH0958;SPC OK N     -   474,374.02  2,459,420.68   sFT  0.99994775   +0 58 59.2
 GH0958;UTM  14      - 4,019,588.416   739,408.980   MT  1.00030626   +1 34 43.2
 GH0958
 GH0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0958!SPC OK N     -   0.99995186  x   0.99994775  =   0.99989961
 GH0958!UTM  14      -   0.99995186  x   1.00030626  =   1.00025811
 GH0958
 GH0958:                Primary Azimuth Mark                     Grid Az
 GH0958:SPC OK N     -  OILTON                                   222 20 17.7
 GH0958:UTM  14      -  OILTON                                   221 44 33.7
 GH0958
 GH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3940819588(NAD 83)
 GH0958
 GH0958|---------------------------------------------------------------------|
 GH0958| PID    Reference Object                     Distance      Geod. Az  |
 GH0958|                                                           dddmmss.s |
 GH0958| CI1734 INDIAN MOUND AZ MK                                 0263636.8 |
 GH0958| GH0971 OILTON                              APPROX.26.8 KM 2231916.9 |
 GH0958| CI1735 INDIAN MOUND RM 1                    18.175 METERS 28823     |
 GH0958| CI1736 INDIAN MOUND RM 2                     7.810 METERS 34143     |
 GH0958|---------------------------------------------------------------------|
 GH0958
 GH0958                          SUPERSEDED SURVEY CONTROL
 GH0958
 GH0958  NAD 83(1986)-  36 17 29.72658(N)    096 20 02.77548(W) AD(       ) 1
 GH0958  NAD 27      -  36 17 29.45100(N)    096 20 01.71500(W) AD(       ) 1
 GH0958
 GH0958.Superseded values are not recommended for survey control.
 GH0958
 GH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0958.See file dsdata.pdf to determine how the superseded data were derived.
 GH0958
 GH0958_MARKER: DS = TRIANGULATION STATION DISK
 GH0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0958_STAMPING: INDIAN MOUND 1938
 GH0958_MARK LOGO: CGS
 GH0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0958+STABILITY: SURFACE MOTION
 GH0958
 GH0958  HISTORY     - Date     Condition        Report By
 GH0958  HISTORY     - 1938     MONUMENTED       CGS
 GH0958  HISTORY     - 1959     GOOD             LOCENG
 GH0958  HISTORY     - 1965     GOOD             USGS
 GH0958  HISTORY     - 1970     GOOD             USGS
 GH0958
 GH0958                          STATION DESCRIPTION
 GH0958
 GH0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0958'ABOUT 22 MILES AIR LINE NORTHWEST OF TULSA AND 4 MILES NORTH OF
 GH0958'PRUE, ON THE OSAGE INDIAN RESERVATION, IN THE SOUTHWEST
 GH0958'QUARTER OF SEC. 15, T. 21 N., R. 9 E, ON THE EXTREME
 GH0958'EAST END OF A BARE MOUND LOCALLY KNOWN AS INDIAN MOUND,
 GH0958'ABOUT 100 YARDS NORTH OF THE SCHELL COMPANY PIPE AND TELEPHONE
 GH0958'LINE.
 GH0958'
 GH0958'TO REACH FROM THE BUSINESS DISTRICT OF CLEVELAND, GO NORTH ON
 GH0958'STATE HIGHWAY 99 FOR 1.8 MILE TO A GRAVEL ROAD LEADING SOUTH,
 GH0958'THENCE RIGHT (SOUTH) 0.8 MILE TO A FORK, THENCE RIGHT FORK FOR 2.5
 GH0958'MILES TO THE TOWN OF OSAGE.  FROM THE SOUTH END OF MAIN STREET
 GH0958'TURN SHARP LEFT AND FOLLOW GRADED ROAD TO THE NORTHEAST FOR 4.5
 GH0958'MILES TO A FORK AND A SIGN PRUE 9 MILES - HOMINY 6.8 MILES.
 GH0958'TAKE RIGHT FORK EAST AND SOUTH FOR 3.4 MILES TO A FORK,
 GH0958'THENCE RIGHT FORK 0.25 MILE TO TOP OF HILL AND A WIRE
 GH0958'GATE ON THE WEST SIDE OF THE ROAD (AZIMUTH MARK IS 10
 GH0958'FEET NORTH OF A GATE), TURN THROUGH GATE AND GO 0.4 MILE TO THE
 GH0958'EAST END OF TOP OF RIDGE AND STATION.
 GH0958'
 GH0958'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 GH0958'REFERENCE MARKS ARE STANDARD
 GH0958'BRONZE DISKS SET IN BEDROCK.
 GH0958'
 GH0958'AZIMUTH MARK IS 0.4 MILE NORTH-NORTHEAST OF THE STATION ON
 GH0958'THE TOP OF A RIDGE, ABOUT 30 FEET WEST OF THE CENTER OF A
 GH0958'DIRT ROAD AND 10 FEET NORTH OF A WIRE GATE.
 GH0958'
 GH0958'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 GH0958
 GH0958                          STATION RECOVERY (1959)
 GH0958
 GH0958'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (AMD)
 GH0958'RECOVERED BY CHIEF FLD ENG.
 GH0958'
 GH0958'THE SURFACE MARK FOR THE STATION AND REFERENCE MARK 1, AND
 GH0958'REFERENCE MARK 2 WERE FOUND WITH NO EVIDENCE OF HAVING BEEN
 GH0958'DISTURBED, BUT THE AZIMUTH MARK HAS BEEN DESTROYED BY GRADING
 GH0958'WORK ON THE ADJACENT COUNTY ROAD.
 GH0958'
 GH0958'THE BRONZE DISC IS INTACT IN THE CONCRETE BASE BUT HAS BEEN
 GH0958'REMOVED FROM ORIGINAL LOCATION AND WAS FOUND ON THE SURFACE
 GH0958'OF THE GROUND AT THE WEST RIGHT OF WAY FENCE OF THE COUNTY
 GH0958'ROAD.
 GH0958
 GH0958                          STATION RECOVERY (1965)
 GH0958
 GH0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0958'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GH0958
 GH0958                          STATION RECOVERY (1970)
 GH0958
 GH0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RRB)
 GH0958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0632 ***********************************************************************
 GJ0632  DESIGNATION -  INMAN
 GJ0632  PID         -  GJ0632
 GJ0632  STATE/COUNTY-  OK/WOODS
 GJ0632  COUNTRY     -  US
 GJ0632  USGS QUAD   -  WAYNOKA NW (2018)
 GJ0632
 GJ0632                         *CURRENT SURVEY CONTROL
 GJ0632  ______________________________________________________________________
 GJ0632* NAD 83(1997) POSITION- 36 41 04.19835(N) 098 56 00.61778(W)   ADJUSTED
 GJ0632* NAVD 88 ORTHO HEIGHT -   544.09  (+/-2cm)     1785.1   (feet) VERTCON3
 GJ0632  ______________________________________________________________________
 GJ0632  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 GJ0632  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 GJ0632  HORZ ORDER      -  FIRST
 GJ0632  VERT ORDER      -  THIRD ? (See Below)
 GJ0632
 GJ0632.The horizontal coordinates were established by classical geodetic methods
 GJ0632.and adjusted by the National Geodetic Survey in October 1998.
 GJ0632
 GJ0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0632
 GJ0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0632.GEOID18 height accuracy estimate available here.
 GJ0632
 GJ0632.The vertical order pertains to the NGVD 29 superseded value.
 GJ0632
 GJ0632.Click photographs - Photos may exist for this station.
 GJ0632
 GJ0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0632
 GJ0632. The following values were computed from the NAD 83(1997) position.
 GJ0632
 GJ0632;                    North         East     Units Scale Factor Converg.
 GJ0632;SPC OK N     -   187,306.080   516,567.566   MT  0.99998604   -0 33 03.3
 GJ0632;SPC OK N     -   614,520.03  1,694,772.09   sFT  0.99998604   -0 33 03.3
 GJ0632;UTM  14      - 4,059,875.870   505,940.824   MT  0.99960043   +0 02 23.0
 GJ0632
 GJ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0632!SPC OK N     -   0.99991905  x   0.99998604  =   0.99990509
 GJ0632!UTM  14      -   0.99991905  x   0.99960043  =   0.99951951
 GJ0632
 GJ0632:                Primary Azimuth Mark                     Grid Az
 GJ0632:SPC OK N     -  INMAN AZ MK                              105 03 22.2
 GJ0632:UTM  14      -  INMAN AZ MK                              104 27 55.9
 GJ0632
 GJ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0594059875(NAD 83)
 GJ0632
 GJ0632|---------------------------------------------------------------------|
 GJ0632| PID    Reference Object                     Distance      Geod. Az  |
 GJ0632|                                                           dddmmss.s |
 GJ0632| GJ0612 NOEL FARMERS CO OP ELEVATOR         APPROX.21.6 KM 0605418.8 |
 GJ0632| GJ0603 ALVA SILVER TANK                    APPROX.26.8 KM 0623433.9 |
 GJ0632| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.26.4 KM 0633223.4 |
 GJ0632| GJ0625 AVARD FARMERS CO OP ELEVATOR        APPROX.13.1 KM 0820854.7 |
 GJ0632| CK9960 INMAN RM 2                           28.297 METERS 08244     |
 GJ0632| GJ0620 HOPETON FARMERS CO OP ELEVATOR      APPROX.24.0 KM 0884646.9 |
 GJ0632| CK9958 INMAN AZ MK                                        1043018.9 |
 GJ0632| GJ0626 WAYNOKA AIRPORT EAST RAD MAST       APPROX.10.9 KM 1340505.9 |
 GJ0632| GJ0627 WAYNOKA AIRPORT WEST RAD MAST       APPROX.10.8 KM 1343042.3 |
 GJ0632| GJ0629 WAYNOKA MUNICIPAL STANPIPE          APPROX.12.5 KM 1490100.5 |
 GJ0632| CK9959 INMAN RM 1                           42.962 METERS 34719     |
 GJ0632|---------------------------------------------------------------------|
 GJ0632
 GJ0632                          SUPERSEDED SURVEY CONTROL
 GJ0632
 GJ0632  NAD 83(1993)-  36 41 04.19852(N)    098 56 00.61776(W) AD(       ) 1
 GJ0632  NAD 83(1986)-  36 41 04.20234(N)    098 56 00.60555(W) AD(       ) 1
 GJ0632  NAD 27      -  36 41 04.08489(N)    098 55 59.26719(W) AD(       ) 1
 GJ0632  NGVD 29             543.87   (m)         1784.3    (f) LEVELING    3  
 GJ0632
 GJ0632.Superseded values are not recommended for survey control.
 GJ0632
 GJ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0632.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0632
 GJ0632_MARKER: DS = TRIANGULATION STATION DISK
 GJ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0632_STAMPING: INMAN 1934
 GJ0632_MARK LOGO: CGS
 GJ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0632+STABILITY: SURFACE MOTION
 GJ0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0632+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2012
 GJ0632
 GJ0632  HISTORY     - Date     Condition        Report By
 GJ0632  HISTORY     - 1934     MONUMENTED       CGS
 GJ0632  HISTORY     - 1951     GOOD             CGS
 GJ0632  HISTORY     - 20120927 GOOD             INDIV
 GJ0632
 GJ0632                          STATION DESCRIPTION
 GJ0632
 GJ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0632'STATION IS IN THE SOUTHWEST QUARTER OF SEC. 33, T. 26 N., R. 16
 GJ0632'W., ABOUT 0.2 MILE NORTH OF THE SOUTH LINE AND 0.2 MILE EAST
 GJ0632'OF THE WEST LINE OF THE ABOVE QUARTER, ABOUT 7 MILES
 GJ0632'NORTH-NORTHWEST OF WAYNOKA, ON A HIGH SANDY KNOLL IN SAGE-COVERED
 GJ0632'PASTURE LAND, THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 GJ0632'THE PROPERTY IS OWNED BY ROBERT INMAN OF WAYNOKA.  MARK
 GJ0632'PROJECTS 6 INCHES ABOVE THE GROUND.
 GJ0632'
 GJ0632'STATION IS REACHED FROM THE READING ROOM OF THE ATCHISON,
 GJ0632'TOPEKA AND SANTA FE RAILWAY COMPANY IN WAYNOKA BY GOING WEST
 GJ0632'SIDE OF CROSSING.  THEN TURN RIGHT AND GO 6.6 MILES NORTH, TURN
 GJ0632'LEFT AND GO 2.8 MILES WEST TO A HOUSE ON LEFT SIDE OF ROAD AND
 GJ0632'A WINDMILL ON RIGHT, TURN RIGHT THROUGH GATE AND IMMEDIATELY
 GJ0632'AFTER, TURN LEFT THROUGH ANOTHER GATE, THEN GO NORTH FOR 0.2
 GJ0632'MILE ACROSS PASTURE LAND TO HIGHEST SANDY HILL AND STATION.  A
 GJ0632'TRUCK CAN BE DRIVEN TO STATION.
 GJ0632'
 GJ0632'AZIMUTH MARK IS 0.65 MILE EAST-SOUTHEAST OF STATION, 32 FEET
 GJ0632'NORTH OF CENTERLINE OF ROAD AND 15 FEET EAST OF FIELD ROAD,
 GJ0632'AND PROJECTS 6 INCHES ABOVE GROUND.
 GJ0632'
 GJ0632'TO REACH FROM STATION GO 0.2 MILE SOUTH TO ROAD, TURN LEFT AND
 GJ0632'GO 0.6 MILE EAST TO TOP OF GRADE AND AZIMUTH MARK 6 FEET
 GJ0632'NORTH OF FENCE LINE.
 GJ0632'
 GJ0632'REFERENCE MARK NO. 1 IS NORTH OF STATION ON TOP OF HUMP,
 GJ0632'AND PROJECTS 6 INCHES ABOVE GROUND.
 GJ0632'
 GJ0632'REFERENCE MARK NO. 2 IS EAST OF STATION ON EASTERN SLOPE OF HILL,
 GJ0632'AND PROJECTS 6 INCHES ABOVE GROUND.
 GJ0632'
 GJ0632'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0632
 GJ0632                          STATION RECOVERY (1951)
 GJ0632
 GJ0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0632'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN EXCELLENT
 GJ0632'CONDITION,
 GJ0632'
 GJ0632'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0632'
 GJ0632'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF WAYNOKA
 GJ0632'ON THE TOP OF A HIGH SANDY KNOLL IN PASTURE LAND OWNED BY
 GJ0632'MR. RALPH BIXLER AND IS THE HIGHEST POINT IN THE IMMEDIATE
 GJ0632'VICINITY.  IT IS ABOUT 0.3K MILE NORTHEAST OF A GROUP OF FARM
 GJ0632'BUILDINGS, 0.2 MILE NORTH-NORTHWEST OF A WINDMILL AND 1.5 FEET
 GJ0632'EAST OF A WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE
 GJ0632'GROUND AND IS STAMPED INMAN 1934.
 GJ0632'
 GJ0632'REFERENCE MARK NO. 1 IS NEAR THE NORTH END OF THE KNOLL AND
 GJ0632'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 3
 GJ0632'INCHES AND IS STAMPED INMAN NO 1 1934.
 GJ0632'
 GJ0632'REFERENCE MARK NO. 2 IS LOCATED ON THE EAST SLOPE OF THE KNOLL
 GJ0632'JUST WEST OF WHERE THE KNOLL BREAKS SHARP TO THE EAST AND IS
 GJ0632'ABOUT 6.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 GJ0632'2 INCHES AND IS STAMPED INMAN NO 2 1934.
 GJ0632'
 GJ0632'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GJ0632'NO. 2 IS 176.1 FEET.
 GJ0632'
 GJ0632'THE AZIMUTH MARK IS 36.0 FEET NORTH OF THE CENTER OF A GRADED
 GJ0632'ROAD, 11.0 FEET EAST OF THE CENTER OF A FARM DRIVE AND WIRE GATE,
 GJ0632'4.0 FEET NORTH OF A FENCE AND 1.0 FOOT WEST OF A WITNESS POST.
 GJ0632'IT IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN THE
 GJ0632'TOP OF A CONCRETE POST AND IS STAMPED INMAN AZI 1934.
 GJ0632'
 GJ0632'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA, GO NORTH
 GJ0632'FOR ABOUT ONE HALF BLOCK TO A T STREET, TURN LEFT AND GO WEST FOR
 GJ0632'ONE BLOCK TO A CROSS-STREET, TURN RIGHT AND GO NORTH FOR ONE
 GJ0632'BLOCK TO THE JUNCTION WITH STATE ROUTE NO. 14.  HERE TURN
 GJ0632'LEFT AND GO WEST ON STATE ROUTE NO. 14 FOR 0.1 MILE TO WHERE
 GJ0632'THE HIGHWAY TURNS TO THE RIGHT JUST AFTER CROSSING OVER A
 GJ0632'SMALL BRIDGE.  TURN RIGHT ON STATE ROUTE NO. 14 AND GO NORTH
 GJ0632'FOR 6.6 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON A
 GJ0632'GRADED ROAD FOR 2.15 MILES TO THE TOP OF A RISE AND A WIRE
 GJ0632'GATE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 GJ0632'CONTINUE WEST ON A GRADED ROAD FOR 0.6K MILE TO A WIRE
 GJ0632'GATE ON THE RIGHT JUST BEFORE REACHING A WINDMILL ON THE
 GJ0632'RIGHT, TURN RIGHT THROUGH THIS WIRE GATE AND IMMEDIATELY TURN
 GJ0632'LEFT THROUGH ANOTHER WIRE GATE.  THERE GO NORTH-NORTHWESTERLY
 GJ0632'ACROSS OPEN PASTURE FOR 0.2 MILE TO THE HIGHEST POINT AND
 GJ0632'THE STATION AS DESCRIBED.
 GJ0632
 GJ0632                          STATION RECOVERY (2012)
 GJ0632
 GJ0632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DJ)
 GJ0632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0789 ***********************************************************************
 GG0789  DESIGNATION -  INOLA
 GG0789  PID         -  GG0789
 GG0789  STATE/COUNTY-  OK/ROGERS
 GG0789  COUNTRY     -  US
 GG0789  USGS QUAD   -  CHOUTEAU NW (2019)
 GG0789
 GG0789                         *CURRENT SURVEY CONTROL
 GG0789  ______________________________________________________________________
 GG0789* NAD 83(1993) POSITION- 36 08 42.60018(N) 095 29 10.78865(W)   ADJUSTED
 GG0789* NAVD 88 ORTHO HEIGHT -   253.3   (meters)      831.    (feet) VERTCON3
 GG0789  ______________________________________________________________________
 GG0789  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 GG0789  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 GG0789  HORZ ORDER      -  FIRST
 GG0789
 GG0789.The horizontal coordinates were established by classical geodetic methods
 GG0789.and adjusted by the National Geodetic Survey in November 1994.
 GG0789
 GG0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0789
 GG0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0789.GEOID18 height accuracy estimate available here.
 GG0789
 GG0789.Click photographs - Photos may exist for this station.
 GG0789
 GG0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0789
 GG0789. The following values were computed from the NAD 83(1993) position.
 GG0789
 GG0789;                    North         East     Units Scale Factor Converg.
 GG0789;SPC OK N     -   129,987.733   826,188.038   MT  0.99994548   +1 29 00.4
 GG0789;SPC OK N     -   426,468.09  2,710,585.25   sFT  0.99994548   +1 29 00.4
 GG0789;UTM  15      - 4,002,913.636   276,302.836   MT  1.00021661   -1 28 01.7
 GG0789
 GG0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0789!SPC OK N     -   0.99996483  x   0.99994548  =   0.99991032
 GG0789!UTM  15      -   0.99996483  x   1.00021661  =   1.00018144
 GG0789
 GG0789:                Primary Azimuth Mark                     Grid Az
 GG0789:SPC OK N     -  INOLA AZ MK                              214 17 25.6
 GG0789:UTM  15      -  INOLA AZ MK                              217 14 27.7
 GG0789
 GG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7630202913(NAD 83)
 GG0789
 GG0789|---------------------------------------------------------------------|
 GG0789| PID    Reference Object                     Distance      Geod. Az  |
 GG0789|                                                           dddmmss.s |
 GG0789| GG0791 AIRWAY BCN NE OF STA PILANT         APPROX.31.9 KM 0224403.7 |
 GG0789| FH1094 WAGONER COTTON MILL BLACK TANK      APPROX.22.1 KM 1545342.7 |
 GG0789| CI1741 INOLA RM 1                           29.598 METERS 16956     |
 GG0789| CI1740 INOLA AZ MK                                        2154626.0 |
 GG0789| CI1742 INOLA RM 2                           40.559 METERS 29435     |
 GG0789|---------------------------------------------------------------------|
 GG0789
 GG0789                          SUPERSEDED SURVEY CONTROL
 GG0789
 GG0789  NAD 83(1986)-  36 08 42.62425(N)    095 29 10.77303(W) AD(       ) 1
 GG0789  NAD 27      -  36 08 42.26400(N)    095 29 09.86600(W) AD(       ) 1
 GG0789  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 GG0789
 GG0789.Superseded values are not recommended for survey control.
 GG0789
 GG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0789.See file dsdata.pdf to determine how the superseded data were derived.
 GG0789
 GG0789_MARKER: DS = TRIANGULATION STATION DISK
 GG0789_SETTING: 66 = SET IN ROCK OUTCROP
 GG0789_STAMPING: INOLA 1934
 GG0789_MARK LOGO: CGS
 GG0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0789+STABILITY: POSITION/ELEVATION WELL
 GG0789
 GG0789  HISTORY     - Date     Condition        Report By
 GG0789  HISTORY     - 1934     MONUMENTED       CGS
 GG0789  HISTORY     - 1939     GOOD             CGS
 GG0789  HISTORY     - 1960     GOOD             CGS
 GG0789  HISTORY     - 1968     GOOD             USGS
 GG0789  HISTORY     - 1968     GOOD             USGS
 GG0789  HISTORY     - 1968     GOOD             USGS
 GG0789  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GG0789
 GG0789                          STATION DESCRIPTION
 GG0789
 GG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0789'STATION IS LOCATED ABOUT 8 MILES WEST AND 2-1/2 MILES SOUTH
 GG0789'OF CHOTEAU, 1 MILE EAST AND 1/2 MILE SOUTH OF INOLA, IN SEC.
 GG0789'10, T. 19 N., R. 17 E., ON A VERY PROMINENT PRAIRIE HILL WHICH
 GG0789'HAS A PROMINENT CONE ON THE EAST END.  MARK IS SET IN A DRILL
 GG0789'HOLE IN A FLAT ROCK WHICH IS FLUSH WITH GROUND, INSCRIBED
 GG0789'INOLA 1934.
 GG0789'
 GG0789'TO REACH FROM INOLA, GO SOUTH 0.25 MILE FROM CORNER AT FIRST
 GG0789'STATE BANK, THEN LEFT (EAST) 0.15 MILE TO RAILROAD TRACKS,
 GG0789'CONTINUE EAST 0.6 MILE, THEN RIGHT (SOUTH) 0.35 MILE TO LANE
 GG0789'AT MAIL BOX (V.R. BAILEY), TURN LEFT (EAST) AND FOLLOW DIM
 GG0789'ROAD 0.1 MILE TO GATE, CONTINUE EAST ON DIM ROAD 0.2 MILE TO
 GG0789'SMALL POND ON RIGHT, TURN LEFT (NORTH) AND GO ABOUT 0.1 MILE
 GG0789'TO HEAD OF DRAW, FROM HERE WALK TO HIGHEST POINT OF HILL AND
 GG0789'STATION.
 GG0789'
 GG0789'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GG0789'IN OUTCROPPING BEDROCK,
 GG0789'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN CONCRETE.
 GG0789'
 GG0789'REFERENCE MARK NO. 1 IS 29.584 METERS FROM STATION, SET IN DRILL
 GG0789'HOLE IN A FLAT ROCK AT BEGINNING OF LEDGE, INSCRIBED INOLA
 GG0789'NO. 1, 1934.  REFERENCE MARK NO. 2 IS 40.559 METERS WEST-NORTHWEST
 GG0789'OF STATION, SET IN TOP OF A SMALL RECTANGULAR ROCK, INSCRIBED
 GG0789'INOLA NO. 2, 1934.
 GG0789'
 GG0789'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHWEST OF STATION,
 GG0789'SET IN DRILL HOLE IN TOP OF ROCK WHICH IS 10 FEET WEST OF
 GG0789'NORTHWEST CORNER OF A RECTANGULAR FIELD, JUST WEST OF A SMALL
 GG0789'POND.
 GG0789'
 GG0789'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GG0789
 GG0789                          STATION RECOVERY (1939)
 GG0789
 GG0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0789'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GG0789'ABOUT 8 MILES WEST AND 2.5 MILES SOUTH OF CHOTEAU, ABOUT 1 MILE
 GG0789'EAST AND 0.5 MILE SOUTH OF INOLA, IN SEC. 10, T. 19 N., R. 17 E.
 GG0789'IT IS ON A VERY PROMINENT PRAIRIE HILL WHICH HAS A PROMINENT
 GG0789'CONE ON ITS EAST END.
 GG0789'
 GG0789'TO REACH FROM THE FIRST STATE BANK IN INOLA GO SOUTH 0.25
 GG0789'MILE, THENCE LEFT (EAST) 0.15 MILE TO A RAILROAD CROSSING,
 GG0789'CONTINUE EAST 0.6 MILE, THENCE RIGHT (SOUTH) 0.35 MILE TO A
 GG0789'LANE JUST NORTH OF A SMALL HOUSE, THENCE LEFT (EAST) INTO LANE
 GG0789'FOR 0.1 MILE TO A WIRE GATE, GO THROUGH GATE AND CONTINUE
 GG0789'EAST ON DIM TRAIL FOR 0.2 MILE TO A FENCE CORNER NORTHWEST
 GG0789'OF A POND (AZIMUTH HERE).  FROM FENCE CORNER GO NORTH AND EAST
 GG0789'ACROSS COUNTRY TO THE TOP OF RIDGE AND STATION.
 GG0789'
 GG0789'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AT
 GG0789'THE BEGINNING OF THE LEDGE, INSCRIBED INOLA NO. 1, 1934.
 GG0789'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION
 GG0789'IN THE TOP OF A SMALL RECTANGULAR PROJECTION OF ROCK, INSCRIBED
 GG0789'INOLA NO. 2, 1934.
 GG0789'
 GG0789'AZIMUTH MARK IS ABOUT 0.7 MILE NORTHEAST OF THE
 GG0789'STATION, 8 FEET WEST OF THE NORTHEAST CORNER OF A FIELD AND
 GG0789'ABOUT 50 YARDS NORTHWEST OF A POND.
 GG0789
 GG0789                          STATION RECOVERY (1960)
 GG0789
 GG0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0789'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0789'CONDITION.
 GG0789'
 GG0789'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION INSTEAD OF
 GG0789'SOUTHEAST AS DESCRIBED IN THE 1939 DESCRIPTION.  IT IS 0.05
 GG0789'MILE NORTH OF THE END OF TRUCK TRAVEL, 4 FEET WEST-SOUTHWEST
 GG0789'OF THE BASE OF A TREE AT NORTHEAST CORNER OF A FIELD, 2 FEET
 GG0789'SOUTH OF AN EAST-WEST FENCE AND IN OUTCROPPING ROCK THAT IS
 GG0789'ABOUT FLUSH WITH THE GROUND.
 GG0789'
 GG0789'TO REACH THE STATION FROM INOLA, FROM THE INTERSECTION TO
 GG0789'SOUTH OF THE WATER TOWER, GO SOUTH FOR 0.25 MILE, TURN LEFT AND
 GG0789'GO EAST FOR 0.75 MILE TO A T-INTERSECTION, TURN RIGHT AND
 GG0789'GO SOUTH FOR 0.5 MILE TO A FIELD ROAD ON LEFT, TURN LEFT AND
 GG0789'GO EAST ALONG NORTH SIDE OF FENCE FOR 0.2 MILE TO A WIRE GATE
 GG0789'AND END OF TRUCK TRAVEL.  FROM WIRE GATE PACK NORTHEAST TO
 GG0789'HIGHEST POINT AND STATION.  THE AZIMUTH MARK IS ABOUT 0.05
 GG0789'MILE NORTH OF THE WIRE GATE.
 GG0789
 GG0789                          STATION RECOVERY (1968)
 GG0789
 GG0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GEM)
 GG0789'STA. MK., REF. MKS. AND AZI. MK. WERE FOUND IN GOOD CONDITION
 GG0789'AS DESCRIBED.
 GG0789'
 GG0789'DISTANCES AND DIRECTION TO REFERENCE MARKS AND AZIMUTH MARK
 GG0789'CHECKED.
 GG0789'
 GG0789'DUE TO ROAD CONSTRUCTION FOR NEW WATER TOWER ON HILL, NEW
 GG0789'DESCRIPTION FOLLOWS--
 GG0789'
 GG0789'TO REACH FROM INOLA, GO SOUTH 0.25 FROM MAIN INTERSECTION, THEN
 GG0789'LEFT (EAST) 0.15 MI. TO RAILROAD TRACKS.  CONTINUE EAST 0.6 MI. TO
 GG0789'A T-RD WEST, THEN RIGHT (SOUTH) FOR 0.05 MI. TO A LANE
 GG0789'LEADING TO FARM HOUSE EAST.  TURN LEFT (EAST) AND GO ALONG LANE
 GG0789'FOR 0.1 MI. TO FARM YARD.  TURN RIGHT 180 DEGREES TO WIRE GATE,
 GG0789'PASS THROUGH GATE AND GO ALONG FIELD ROAD EAST AND NORTH AND
 GG0789'NORTHEAST UP GRADE ALONG SIDE OF HILL FOR 0.3 MI. TO WATER
 GG0789'TOWER AND END TRUCK TRAVEL.  PACK ACROSS OPEN COUNTRY ESE UP
 GG0789'HILL TO HIGHEST POINT AND STATION.
 GG0789'
 GG0789'THE AZIMUTH MARK IS APPROX. 0.7 MI. SOUTHWEST OF THE STATION.  TO
 GG0789'REACH FROM T-RD WEST (STATION DESCRIPTION) GO SOUTH FOR 0.35 MI. TO
 GG0789'A LANE JUST NORTH OF A SMALL HOUSE AND END TRUCK TRAVEL.  PACK
 GG0789'ACROSS OPEN COUNTRY FOR 0.3 MI. TO A FENCE CORNER NW OF A POND.  4
 GG0789'FT. WSW OF THE BASE OF TREE AT NE CORNER OF FIELD.  2 FT. SOUTH
 GG0789'OF EW FENCE.  SET IN A DRILL HOLE IN OUTCROPPING ROCK, FLUSH
 GG0789'WITH GROUND.
 GG0789'
 GG0789'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GG0789'IN OUTCROPPING BEDROCK.
 GG0789'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN CONE.
 GG0789
 GG0789                          STATION RECOVERY (1968)
 GG0789
 GG0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0789'DUE TO ROAD CONSTRUCTION FOR NEW WATER TOWER ON HILL, NEW
 GG0789'DESCRIPTION FOLLOWS--TO REACH FROM INOLA, GO SOUTH 0.25 FROM
 GG0789'MAIN INTERSECTION, THEN LEFT (EAST) 0.15 MI. TO RAILROAD
 GG0789'TRACKS.  CONTINUE EAST 0.6 MI. TO A T-RD WEST, THEN RIGHT (SOUTH)
 GG0789'FOR 0.05 MI. TO A LANE LEADING TO FARM HOUSE EAST.  TURN LEFT
 GG0789'(EAST) AND GO ALONG LANE FOR 0.1 MI. TO FARM YARD.  TURN RIGHT 180
 GG0789'DEGREES TO WIRE GATE, PASS THROUGH GATE AND GO ALONG FIELD ROAD
 GG0789'EAST AND NORTH AND NORTHEAST UP GRADE ALONG SIDE OF HILL
 GG0789'FOR 0.3 MI. TO WATER TOWER AND END TRUCK TRAVEL.  PACK ACROSS
 GG0789'OPEN COUNTRY ESE UP HILL TO HIGHEST POINT AND STATION.
 GG0789'
 GG0789'THE AZIMUTH MARK IS APPROX. 0.7 MI. SOUTHWEST OF THE STATION.  TO
 GG0789'REACH FROM T-RD WEST (STATION DESCRIPTION) GO SOUTH FOR 0.35
 GG0789'MI. TO A LANE JUST NORTH OF A SMALL HOUSE AND END TRUCK
 GG0789'TRAVEL.  PACK ACROSS OPEN COUNTRY FOR 0.3 MI. TO A FENCE CORNER
 GG0789'NW OF A POND.  4 FT WSW OF THE BASE OF TREE AT NE CORNER OF
 GG0789'FIELD.  2 FT. SOUTH OF EW FENCE.  SET IN A DRILL HOLE IN
 GG0789'OUTCROPPING ROCK, FLUSH WITH GROUND.
 GG0789'
 GG0789'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 GG0789'IN OUTCROPPING BEDROCK.
 GG0789'UNDERGROUND MARK IS A STANDARD BRONZE DISK IN CONE.
 GG0789
 GG0789                          STATION RECOVERY (1968)
 GG0789
 GG0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0789'RECOVERED IN GOOD CONDITION.
 GG0789
 GG0789                          STATION RECOVERY (1986)
 GG0789
 GG0789'RECOVERY NOTE BY US POWER SQUADRON 1986 (RSF)
 GG0789'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0860 ***********************************************************************
 GH0860  DESIGNATION -  IOTA
 GH0860  PID         -  GH0860
 GH0860  STATE/COUNTY-  OK/GARFIELD
 GH0860  COUNTRY     -  US
 GH0860  USGS QUAD   -  HILLSDALE (2018)
 GH0860
 GH0860                         *CURRENT SURVEY CONTROL
 GH0860  ______________________________________________________________________
 GH0860* NAD 83(1993) POSITION- 36 30 23.42374(N) 097 56 44.00992(W)   ADJUSTED
 GH0860* NAVD 88 ORTHO HEIGHT -   417.5   (meters)     1370.    (feet) VERTCON3
 GH0860  ______________________________________________________________________
 GH0860  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 GH0860  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 GH0860  HORZ ORDER      -  FIRST
 GH0860
 GH0860.The horizontal coordinates were established by classical geodetic methods
 GH0860.and adjusted by the National Geodetic Survey in November 1994.
 GH0860
 GH0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0860
 GH0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0860.GEOID18 height accuracy estimate available here.
 GH0860
 GH0860.Click photographs - Photos may exist for this station.
 GH0860
 GH0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0860
 GH0860. The following values were computed from the NAD 83(1993) position.
 GH0860
 GH0860;                    North         East     Units Scale Factor Converg.
 GH0860;SPC OK N     -   167,154.968   604,876.901   MT  0.99996287   +0 01 55.7
 GH0860;SPC OK N     -   548,407.59  1,984,500.30   sFT  0.99996287   +0 01 55.7
 GH0860;UTM  14      - 4,040,646.756   594,424.475   MT  0.99970985   +0 37 38.5
 GH0860
 GH0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0860!SPC OK N     -   0.99993884  x   0.99996287  =   0.99990172
 GH0860!UTM  14      -   0.99993884  x   0.99970985  =   0.99964871
 GH0860
 GH0860:                Primary Azimuth Mark                     Grid Az
 GH0860:SPC OK N     -  IOTA AZ MK                               161 58 47.0
 GH0860:UTM  14      -  IOTA AZ MK                               161 23 04.2
 GH0860
 GH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9442440646(NAD 83)
 GH0860
 GH0860|---------------------------------------------------------------------|
 GH0860| PID    Reference Object                     Distance      Geod. Az  |
 GH0860|                                                           dddmmss.s |
 GH0860| CL4574 IOTA RM 1                            22.029 METERS 01958     |
 GH0860| CL4575 IOTA RM 2                            26.616 METERS 08937     |
 GH0860| GH0861 ENID CABLE TV CO MAST               APPROX. 3.3 KM 0943525.7 |
 GH0860| GH0816 ENID RAD STA KCRC CENTER MAST       APPROX.11.4 KM 1463710.1 |
 GH0860| GH0818 ENID BROADWAY TOWER ANTENNA         APPROX.13.6 KM 1532012.0 |
 GH0860| CL4573 IOTA AZ MK                                         1620042.7 |
 GH0860| GH0819 ENID RAD STA KGWA EAST MAST         APPROX. 7.9 KM 1633348.1 |
 GH0860| GH0814 ENID RADIO STA KGWA NORTH MAST      APPROX. 7.9 KM 1633347.3 |
 GH0860| GH0820 ENID SW BELL TELEPHONE CO MAST      APPROX. 6.6 KM 1674651.2 |
 GH0860| GH0808 VANCE AFB WATER TANK                APPROX.18.9 KM 1683218.6 |
 GH0860| GH0809 VANCE AFB WEATHER TOWER             APPROX.18.7 KM 1691236.0 |
 GH0860| GJ0528 CARRIER FARMERS COOP NW ELEV        APPROX. 7.6 KM 2455114.0 |
 GH0860| CL4576 IOTA RM 3                            35.747 METERS 30436     |
 GH0860|---------------------------------------------------------------------|
 GH0860
 GH0860                          SUPERSEDED SURVEY CONTROL
 GH0860
 GH0860  NAD 83(1986)-  36 30 23.42868(N)    097 56 43.99741(W) AD(       ) 1
 GH0860  NAD 27      -  36 30 23.31258(N)    097 56 42.78104(W) AD(       ) 1
 GH0860  NGVD 29 (07/19/86)  417.3    (m)         1369.     (f) VERT ANG       
 GH0860
 GH0860.Superseded values are not recommended for survey control.
 GH0860
 GH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0860.See file dsdata.pdf to determine how the superseded data were derived.
 GH0860
 GH0860_MARKER: DS = TRIANGULATION STATION DISK
 GH0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0860_STAMPING: IOTA 1951
 GH0860_MARK LOGO: CGS
 GH0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0860+STABILITY: SURFACE MOTION
 GH0860
 GH0860  HISTORY     - Date     Condition        Report By
 GH0860  HISTORY     - 1951     MONUMENTED       CGS
 GH0860  HISTORY     - 1968     GOOD             CGS
 GH0860
 GH0860                          STATION DESCRIPTION
 GH0860
 GH0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0860'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST FROM THE CENTER OF
 GH0860'ENID, ABOUT 5 MILES EAST-NORTHEAST OF CARRIER AND IS JUST SOUTH FROM
 GH0860'THE HOME OF MR. G. J. KRIVOHLAVEK.  IT IS SITUATED 40 FEET SOUTH
 GH0860'FROM THE CENTER OF THE ROAD AND IS SET IN THE FENCE LINE, 5 FEET
 GH0860'EAST OF A WITNESS POST.  IT IS STAMPED IOTA 1951 AND PROJECTS 5
 GH0860'INCHES ABOVE THE SURFACE OF THE GROUND.
 GH0860'
 GH0860'REFERENCE MARK NO. 1 IS 30 FEET NORTH FROM THE CENTER OF THE ROAD, 14
 GH0860'FEET EAST FROM THE CENTER OF A DRIVEWAY AND 1 FOOT WEST OF A FENCE
 GH0860'CORNER.  IT IS STAMPED IOTA NO 1 1951 AND PROJECTS 4 INCHES.
 GH0860'
 GH0860'REFERENCE MARK NO. 2 IS 40 FEET SOUTH FROM THE CENTER OF THE ROAD AND
 GH0860'IS SET IN THE FENCE LINE.  IT IS STAMPED IOTA NO 2 1951 AND PROJECTS
 GH0860'5 INCHES.
 GH0860'
 GH0860'THE AZIMUTH MARK IS LOCATED 29 FEET WEST FROM THE CENTER OF THE ROAD,
 GH0860'1 FOOT EAST OF A T-FENCE CORNER AND 1 FOOT NORTH OF A WITNESS POST.
 GH0860'IT IS STAMPED IOTA 1951 AND PROJECTS 3 INCHES.
 GH0860'
 GH0860'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN ENID,
 GH0860'GO WEST AND SOUTH ON U. S. HIGHWAYS 81 AND 60 FOR 0.9 MILE TO A
 GH0860'TRAFFIC LIGHT, TURN RIGHT AND FOLLOW U. S. HIGHWAY 60 (WEST) FOR
 GH0860'2.0 MILES TO A CROSSROAD..  TURN RIGHT, PASSING A BALL PARK ON THE
 GH0860'LEFT, AND GO NORTH FOR 4.0 MILES TO A CROSSROAD, TURN LEFT AND GO
 GH0860'WEST FOR 1.0 MILE, TURN RIGHT JUST BEFORE CROSSING A RAILROAD TRACK
 GH0860'AND GO NORTH ON A GRADED ROAD FOR 3.7 MILES TO THE AZIMUTH MARK
 GH0860'ON THE LEFT.  CONTINUE NORTH FOR 0.3 MILE THEN TURN LEFT WITH THE
 GH0860'ROAD AND GO WEST FOR 0.1 MILE TO THE HOUSE ON THE RIGHT AND THE
 GH0860'STATION ON THE LEFT AS DESCRIBED.
 GH0860'
 GH0860'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0860
 GH0860                          STATION RECOVERY (1968)
 GH0860
 GH0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0860'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 GH0860'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN
 GH0860'DESTROYED THE STATION MARK, AT THE REQUEST OF THE PROPERTY OWNER,
 GH0860'WAS LOWERED TO 24 INCHES BELOW THE SURFACE, HOWEVER, THE AREA
 GH0860'AROUND THE STATION WILL BE LEVELED SOMEWHAT AND THE MARK WILL BE
 GH0860'ABOUT 16 INCHES BELOW THE SURFACE.  REFERENCE MARK NO. 3 WAS
 GH0860'ESTABLISHED.
 GH0860'
 GH0860'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GH0860'
 GH0860'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF ENID, 5 MILES
 GH0860'EAST-NORTHEAST OF CARRIER, NEAR THE NORTH EDGE OF A CULTIVATED FIELD
 GH0860'AND ON PROPERTY OWNED BY MR. GEORGE RANSOM OF ENID.
 GH0860'
 GH0860'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 132
 GH0860'ON THE WEST EDGE OF CARIER, GO NORTH ON HIGHWAY 132 FOR 2.4 MILES TO
 GH0860'A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 2.0
 GH0860'MILES TO A RAILROAD CROSSING.  CONTINUE EAST FOR 1.9 MILE TO FARM
 GH0860'BUILDINGS ON THE LEFT AND THE STATION ON THE RIGHT.
 GH0860'
 GH0860'STATION MARK IS A STANDARD DISK STAMPED IOTA 1951 1968, SET IN THE
 GH0860'TOP OF A CONCRETE POST 24 INCHES BELOW THE SURFACE.  IT IS 82 FEET
 GH0860'SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 63 FEET WEST OF
 GH0860'THE CENTER OF A FIELD ROAD AND 33 FEET SOUTH OF THE CENTER OF THE
 GH0860'GRADED ROAD.
 GH0860'
 GH0860'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED IOTA NO 1 1951, IS SET
 GH0860'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 34
 GH0860'FEET NORTH OF THE CENTER OF THE ROAD, 19.5 FEET WEST OF THE POWER
 GH0860'POLE, 12 FEET EAST OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTHWEST
 GH0860'OF A FENCE CORNER POST.
 GH0860'
 GH0860'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED IOTA NO 3 1951 1968, IS
 GH0860'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 30
 GH0860'FEET NORTH OF THE CENTER OF THE ROAD, 13 FEET EAST OF A FENCE
 GH0860'CORNER POST AND 4 FEET WEST OF THE WEST ONE OF 4 TREES.
 GH0860'
 GH0860'AZIMUTH MARK IS STAMPED IOTA 1951, SET IN THE TOP OF A 10-INCH SQUARE
 GH0860'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 27 FEET WEST OF THE
 GH0860'CENTER OF A GRADED ROAD, 3.6 FEET NORTH OF A WITNESS POST AND 1
 GH0860'FOOT NORTHEAST OF A CORNER FENCE POST.
 GH0860'
 GH0860'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1 MILE.
 GH0860'TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 0.4 MILE TO THE MARK ON
 GH0860'THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0838 ***********************************************************************
 FJ0838  DESIGNATION -  IOWA
 FJ0838  PID         -  FJ0838
 FJ0838  STATE/COUNTY-  OK/LOGAN
 FJ0838  COUNTRY     -  US
 FJ0838  USGS QUAD   -  MERIDIAN (2018)
 FJ0838
 FJ0838                         *CURRENT SURVEY CONTROL
 FJ0838  ______________________________________________________________________
 FJ0838* NAD 83(1993) POSITION- 35 45 46.96301(N) 097 10 35.78581(W)   ADJUSTED
 FJ0838* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 FJ0838  ______________________________________________________________________
 FJ0838  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 FJ0838  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 FJ0838  HORZ ORDER      -  SECOND
 FJ0838
 FJ0838.The horizontal coordinates were established by classical geodetic methods
 FJ0838.and adjusted by the National Geodetic Survey in November 1994.
 FJ0838
 FJ0838.The orthometric height was scaled from a topographic map.
 FJ0838
 FJ0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0838.GEOID18 height accuracy estimate available here.
 FJ0838
 FJ0838.Click photographs - Photos may exist for this station.
 FJ0838
 FJ0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0838
 FJ0838. The following values were computed from the NAD 83(1993) position.
 FJ0838
 FJ0838;                    North         East     Units Scale Factor Converg.
 FJ0838;SPC OK N     -    84,977.669   674,458.474   MT  0.99997016   +0 29 09.3
 FJ0838;SPC OK N     -   278,797.57  2,212,785.84   sFT  0.99997016   +0 29 09.3
 FJ0838;UTM  14      - 3,959,200.450   664,837.166   MT  0.99993483   +1 03 57.2
 FJ0838
 FJ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0838!SPC OK N     -   0.99995333  x   0.99997016  =   0.99992349
 FJ0838!UTM  14      -   0.99995333  x   0.99993483  =   0.99988816
 FJ0838
 FJ0838:                Primary Azimuth Mark                     Grid Az
 FJ0838:SPC OK N     -  IOWA AZ MK                               179 41 49.9
 FJ0838:UTM  14      -  IOWA AZ MK                               179 07 02.0
 FJ0838
 FJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6483759200(NAD 83)
 FJ0838
 FJ0838|---------------------------------------------------------------------|
 FJ0838| PID    Reference Object                     Distance      Geod. Az  |
 FJ0838|                                                           dddmmss.s |
 FJ0838| FJ0845 WELLSTON MUNICIPAL TANK             APPROX.13.0 KM 1290347.4 |
 FJ0838| CL4577 IOWA AZ MK                                         1801059.2 |
 FJ0838| CL4578 IOWA RM 1                            27.762 METERS 18203     |
 FJ0838| FJ0853 LUTHER MUNICIPAL TANK               APPROX.11.1 KM 1861642.8 |
 FJ0838| FJ0878 GUTHRIE ATT MAST KKC 98             APPROX. 9.1 KM 2873349.4 |
 FJ0838| CL4579 IOWA RM 2                            17.542 METERS 35838     |
 FJ0838|---------------------------------------------------------------------|
 FJ0838
 FJ0838                          SUPERSEDED SURVEY CONTROL
 FJ0838
 FJ0838  NAD 83(1986)-  35 45 46.97117(N)    097 10 35.76787(W) AD(       ) 2
 FJ0838  NAD 27      -  35 45 46.76755(N)    097 10 34.65037(W) AD(       ) 2
 FJ0838
 FJ0838.Superseded values are not recommended for survey control.
 FJ0838
 FJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0838.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0838
 FJ0838_MARKER: DS = TRIANGULATION STATION DISK
 FJ0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0838_STAMPING: IOWA 1954
 FJ0838_MARK LOGO: CGS
 FJ0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0838+STABILITY: SURFACE MOTION
 FJ0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0838+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 FJ0838
 FJ0838  HISTORY     - Date     Condition        Report By
 FJ0838  HISTORY     - 1954     MONUMENTED       CGS
 FJ0838  HISTORY     - 20120213 GOOD             INDIV
 FJ0838
 FJ0838                          STATION DESCRIPTION
 FJ0838
 FJ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0838'THE STATION IS LOCATED IN THE WESTERN RIGHT-OF-WAY OF A
 FJ0838'SECTION ROAD.  IT IS 8 MILES NORTHWEST OF WELLSTON, 7 MILES
 FJ0838'NORTH OF LUTHER, AND 7 MILES SOUTHEAST OF MERIDAN.  IT IS IN
 FJ0838'THE NE 1/4 OF SEC. 22, T 15 N., R 1 E.
 FJ0838'
 FJ0838'REACHED FROM THE RAILROAD CROSSING AT THE NORTHERN EDGE OF
 FJ0838'LUTHER BY GOING NORTH ON A SURFACED ROAD FOR 0.2 MILE TO THE
 FJ0838'JUNCTION OF U.S. HIGHWAY 66.  CONTINUE STRAIGHT AHEAD, NORTHERLY,
 FJ0838'FOR 6 MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 1.05
 FJ0838'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 FJ0838'TURN LEFT, NORTH, AND GO 0.65 MILE TO THE STATION ON THE
 FJ0838'LEFT AT THE SUMMIT OF A RISE.
 FJ0838'
 FJ0838'THE STATION MARK IS 51 FEET NORTH OF A LONE ELM TREE, 20
 FJ0838'FEET WEST OF THE APPROXIMATE CENTER OF A SECTION ROAD, 3 FEET
 FJ0838'WEST OF A WITNESS POST, 1 FOOT EAST OF A FENCE, AND PROJECTS
 FJ0838'3 INCHES.  THE DISK IS STAMPED IOWA 1954.
 FJ0838'
 FJ0838'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 23 FEET
 FJ0838'WEST OF THE APPROXIMATE CENTER OF THE ROAD, 1 FOOT WEST OF
 FJ0838'THE FENCE, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED IOWA NO
 FJ0838'1 1954.
 FJ0838'
 FJ0838'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 20 FEET WEST
 FJ0838'OF THE APPROXIMATE CENTER OF THE ROAD, 1 FOOT EAST OF THE
 FJ0838'FENCE, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED IOWA
 FJ0838'NO 2 1954.
 FJ0838'
 FJ0838'THE AZIMUTH MARK, APPROXIMATELY 0.65 MILE SOUTH OF THE STATION,
 FJ0838'IS 85 FEET SOUTH OF THE APPROXIMATE CENTER OF THE T-ROAD
 FJ0838'INTERSECTION, 12 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 FJ0838'WITNESS POST, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 FJ0838'IOWA 1954.
 FJ0838'
 FJ0838'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FJ0838
 FJ0838                          STATION RECOVERY (2012)
 FJ0838
 FJ0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 FJ0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0548 ***********************************************************************
 GJ0548  DESIGNATION -  ISABELLA
 GJ0548  PID         -  GJ0548
 GJ0548  STATE/COUNTY-  OK/MAJOR
 GJ0548  COUNTRY     -  US
 GJ0548  USGS QUAD   -  ISABELLA (2018)
 GJ0548
 GJ0548                         *CURRENT SURVEY CONTROL
 GJ0548  ______________________________________________________________________
 GJ0548* NAD 83(1993) POSITION- 36 13 53.35448(N) 098 21 00.14215(W)   ADJUSTED
 GJ0548* NAVD 88 ORTHO HEIGHT -   403.    (meters)     1322.    (feet) SCALED
 GJ0548  ______________________________________________________________________
 GJ0548  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 GJ0548  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 GJ0548  HORZ ORDER      -  FIRST
 GJ0548
 GJ0548.The horizontal coordinates were established by classical geodetic methods
 GJ0548.and adjusted by the National Geodetic Survey in November 1994.
 GJ0548
 GJ0548.The orthometric height was scaled from a topographic map.
 GJ0548
 GJ0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0548.GEOID18 height accuracy estimate available here.
 GJ0548
 GJ0548.Click photographs - Photos may exist for this station.
 GJ0548
 GJ0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0548
 GJ0548. The following values were computed from the NAD 83(1993) position.
 GJ0548
 GJ0548;                    North         East     Units Scale Factor Converg.
 GJ0548;SPC OK N     -   136,694.029   568,533.410   MT  0.99994603   -0 12 23.7
 GJ0548;SPC OK N     -   448,470.33  1,865,263.36   sFT  0.99994603   -0 12 23.7
 GJ0548;UTM  14      - 4,009,820.095   558,408.100   MT  0.99964203   +0 23 03.0
 GJ0548
 GJ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0548!SPC OK N     -   0.99994104  x   0.99994603  =   0.99988708
 GJ0548!UTM  14      -   0.99994104  x   0.99964203  =   0.99958310
 GJ0548
 GJ0548:                Primary Azimuth Mark                     Grid Az
 GJ0548:SPC OK N     -  ISABELLA AZ MK                           087 08 13.9
 GJ0548:UTM  14      -  ISABELLA AZ MK                           086 32 47.2
 GJ0548
 GJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5840809820(NAD 83)
 GJ0548
 GJ0548|---------------------------------------------------------------------|
 GJ0548| PID    Reference Object                     Distance      Geod. Az  |
 GJ0548|                                                           dddmmss.s |
 GJ0548| CK9965 ISABELLA RM 1                        40.910 METERS 04435     |
 GJ0548| GJ0545 AMES FARMERS ELEVATOR N ELEV        APPROX.15.1 KM 0833004.8 |
 GJ0548| CK9964 ISABELLA AZ MK                                     0865550.2 |
 GJ0548| CK9967 ISABELLA RM 3                        14.138 METERS 09427     |
 GJ0548| GJ0550 OKEENE CAT CH N SPIRE               APPROX.13.4 KM 1663253.2 |
 GJ0548| GJ0551 OKEENE MUNICIPAL WATER TANK         APPROX.13.2 KM 1673910.4 |
 GJ0548| GJ0552 OKEENE FARMERS CO OP EXCH ELEV      APPROX.12.8 KM 1675006.4 |
 GJ0548| CK9968 ISABELLA RM 4                        12.523 METERS 26157     |
 GJ0548| GJ0569 FAIRVIEW SANTA FE RR TANK           APPROX.12.4 KM 2855832.0 |
 GJ0548| GJ0566 FAIRVIEW MUNICIPAL WATER TANK       APPROX.12.3 KM 2875217.4 |
 GJ0548| GJ0568 FAIRVIEW W B J GRAIN CO ELEV        APPROX.12.7 KM 2912714.4 |
 GJ0548| CK9966 ISABELLA RM 2                        40.871 METERS 31231     |
 GJ0548|---------------------------------------------------------------------|
 GJ0548
 GJ0548                          SUPERSEDED SURVEY CONTROL
 GJ0548
 GJ0548  NAD 83(1986)-  36 13 53.35946(N)    098 21 00.12735(W) AD(       ) 1
 GJ0548  NAD 27      -  36 13 53.22983(N)    098 20 58.86186(W) AD(       ) 1
 GJ0548
 GJ0548.Superseded values are not recommended for survey control.
 GJ0548
 GJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0548.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0548
 GJ0548_MARKER: DH = HORIZONTAL CONTROL DISK
 GJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0548_STAMPING: ISABELLA 1963 1974
 GJ0548_MARK LOGO: NGS
 GJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0548+STABILITY: SURFACE MOTION
 GJ0548
 GJ0548  HISTORY     - Date     Condition        Report By
 GJ0548  HISTORY     - 1963     MONUMENTED       CGS
 GJ0548  HISTORY     - 1974     GOOD             NGS
 GJ0548
 GJ0548                          STATION DESCRIPTION
 GJ0548
 GJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0548'THE STATION IS ABOUT 8 MILES NORTH AND 2 MILES WEST OF OKEENE, 7-1/4
 GJ0548'MILES EAST AND 2-1/2 MILES SOUTH OF FAIRVIEW, ON THE SOUTH
 GJ0548'RIGHT-OF-WAY OF A PAVED COUNTY ROAD.
 GJ0548'
 GJ0548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 51
 GJ0548'IN OKEENE, GO NORTH ON HIGHWAY 8 FOR 8.1 MILES TO A CROSSROADS AT A
 GJ0548'SIGN ISABELLA.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 1.3 MILES
 GJ0548'TO A CROSSROADS AT THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 GJ0548'FOR 0.6 MILE TO THE STATION ON THE LEFT.
 GJ0548'
 GJ0548'THE STATION MARK IS A STANDARD DISK, STAMPED ISABELLA 1963, SET IN
 GJ0548'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0548'IS 42.2 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 6.8 FEET
 GJ0548'NORTH OF A SOUTH RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WITNESS
 GJ0548'POST AND 7 FEET NORTHWEST OF A TELEPHONE LINE POLE.
 GJ0548'
 GJ0548'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ISABELLA NO 1 1963, SET
 GJ0548'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0548'IS 49.2 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 62.5 FEET
 GJ0548'WEST OF A POWERLINE POLE, 1.5 FEET SOUTH OF A NORTH RIGHT-OF-WAY
 GJ0548'FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0548'
 GJ0548'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ISABELLA NO 2 1963, SET
 GJ0548'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GJ0548'IT IS 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 49.0 FEET NORTH
 GJ0548'OF THE CENTERLINE OF THE PAVED ROAD, 83.1 FEET EAST OF A POWERLINE
 GJ0548'POLE AND ABOUT 4 FEET HIGHER THAN THE STATION.
 GJ0548'
 GJ0548'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ISABELLA 1963, SET IN
 GJ0548'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0548'3 FEET NORTH OF A POWERLINE POLE, 9.3 FEET WEST OF A FENCE CORNER
 GJ0548'POST, 39.1 FEET WEST OF THE CENTERLINE OF A PAVED ROAD LEADING TO
 GJ0548'ISABELLA, 1.5 FEET SOUTH OF A NORTH RIGHT-OF-WAY FENCE, 45.9 FEET
 GJ0548'NORTH OF THE CENTERLINE OF THE MAIN ROAD AND 1.8 FEET WEST OF A
 GJ0548'WITNESS POST.
 GJ0548
 GJ0548                          STATION RECOVERY (1974)
 GJ0548
 GJ0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GJ0548'THE STATION SURFACE MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND
 GJ0548'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE STATION
 GJ0548'SUB-SURFACE MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 GJ0548'GOOD CONDITION.  THE STATION SUB-SURFACE MARK WAS HELD
 GJ0548'AND A NEW STATION SURFACE MARK WAS ESTABLISHED, ALSO REFERENCE
 GJ0548'MARKS 3 AND 4 WERE ESTABLISHED.
 GJ0548'
 GJ0548'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GJ0548'
 GJ0548'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF OKEENE,
 GJ0548'ABOUT 8 MILES EAST-SOUTHEAST OF FAIRVIEW AND 1/2 MILE WEST OF THE
 GJ0548'SMALL SETTLEMENT OF ISABELLA.
 GJ0548'
 GJ0548'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 8
 GJ0548'AND 51 IN OKEENE.  GO NORTH ON STATE HIGHWAY 8 FOR 8.0 MILES TO A
 GJ0548'SURFACE ROAD ON THE LEFT AND SIGN READING ISABELLA.  TURN LEFT AND
 GJ0548'GO WEST ON SURFACE ROAD FOR 1.2 MILES TO CROSSROADS AND AZIMUTH
 GJ0548'MARK ON THE RIGHT.  NOTE--ROAD ON THE RIGHT LEADS TO THE SMALL
 GJ0548'SETTLEMENT OF ISABELLA.  CONTINUE WEST ON SURFACE ROAD FOR 0.6 MILE
 GJ0548'TO STATION.
 GJ0548'
 GJ0548'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 GJ0548'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED ISABELLA 1963
 GJ0548'1974.  IT IS ABOUT 137 FEET EAST OF THE HIGHEST POINT OF A LOW
 GJ0548'RISE, 222 FEET WEST OF A T FENCE-CORNER, 45 FEET SOUTH OF THE
 GJ0548'CENTER OF SURFACE ROAD, 7 FEET NORTHWEST OF A TELEPHONE POLE, 6
 GJ0548'FEET NORTH OF THE FENCE-LINE AND 2 FEET EAST-SOUTHEAST OF A METAL
 GJ0548'WITNESS POST.
 GJ0548'
 GJ0548'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GJ0548'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED ISABELLA
 GJ0548'NO 3 1963 1974.  IT IS 176 FEET WEST OF A T FENCE-CORNER, 50 FEET
 GJ0548'SOUTH OF THE CENTER OF SURFACE ROAD, 1-FOOT NORTH OF THE
 GJ0548'FENCE-LINE AND 2 FEET WEST OF A METAL WITNESS POST.
 GJ0548'
 GJ0548'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GJ0548'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED ISABELLA
 GJ0548'NO 4 1963 1974.  IT IS ABOUT 96 FEET EAST OF THE HIGHEST POINT OF
 GJ0548'THE SMALL RISE, 49 FEET SOUTH OF THE CENTER OF THE SURFACE ROAD,
 GJ0548'1-FOOT NORTH OF THE FENCE-LINE AND 2 FEET EAST OF A METAL WITNESS
 GJ0548'POST.
 GJ0548'
 GJ0548'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GJ0548'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ISABELLA
 GJ0548'1963.  IT IS 47 FEET NORTH OF THE CENTER OF SURFACE ROAD, 40 FEET
 GJ0548'WEST OF THE CENTER OF ROAD, 9 FEET WEST OF A FENCE-CORNER POST, 3
 GJ0548'FEET NORTH OF A HI-LINE POLE AND 2 FEET WEST OF A METAL WITNESS
 GJ0548'POST.
 GJ0548'
 GJ0548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ISABELLA 1/2 MILE
 GJ0548'WSW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0961 ***********************************************************************
 GK0961  DESIGNATION -  IVANHOE RESET
 GK0961  PID         -  GK0961
 GK0961  STATE/COUNTY-  OK/BEAVER
 GK0961  COUNTRY     -  US
 GK0961  USGS QUAD   -  SLAPOUT (2018)
 GK0961
 GK0961                         *CURRENT SURVEY CONTROL
 GK0961  ______________________________________________________________________
 GK0961* NAD 83(1993) POSITION- 36 33 02.74400(N) 100 06 36.42121(W)   ADJUSTED
 GK0961* NAVD 88 ORTHO HEIGHT -   801.36  (+/-2cm)     2629.1   (feet) VERTCON3
 GK0961  ______________________________________________________________________
 GK0961  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 GK0961  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 GK0961  HORZ ORDER      -  FIRST
 GK0961  VERT ORDER      -  THIRD ? (See Below)
 GK0961
 GK0961.The horizontal coordinates were established by classical geodetic methods
 GK0961.and adjusted by the National Geodetic Survey in November 1994.
 GK0961
 GK0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0961
 GK0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0961.GEOID18 height accuracy estimate available here.
 GK0961
 GK0961.The vertical order pertains to the NGVD 29 superseded value.
 GK0961
 GK0961.Click photographs - Photos may exist for this station.
 GK0961
 GK0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0961
 GK0961. The following values were computed from the NAD 83(1993) position.
 GK0961
 GK0961;                    North         East     Units Scale Factor Converg.
 GK0961;SPC OK N     -   174,117.339   411,096.739   MT  0.99996773   -1 14 43.0
 GK0961;SPC OK N     -   571,249.97  1,348,739.88   sFT  0.99996773   -1 14 43.0
 GK0961;SPC TX N     - 1,283,869.737   324,448.963   MT  1.00010643   +0 48 19.8
 GK0961;SPC TX N     - 4,212,162.63  1,064,462.97   sFT  1.00010643   +0 48 19.8
 GK0961;UTM  14      - 4,045,612.094   400,646.287   MT  0.99972161   -0 39 40.2
 GK0961
 GK0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0961!SPC OK N     -   0.99987861  x   0.99996773  =   0.99984635
 GK0961!SPC TX N     -   0.99987861  x   1.00010643  =   0.99998503
 GK0961!UTM  14      -   0.99987861  x   0.99972161  =   0.99960026
 GK0961
 GK0961:                Primary Azimuth Mark                     Grid Az
 GK0961:SPC OK N     -  IVANHOE AZ MK 2                          007 58 20.8
 GK0961:SPC TX N     -  IVANHOE AZ MK 2                          005 55 18.0
 GK0961:UTM  14      -  IVANHOE AZ MK 2                          007 23 18.0
 GK0961
 GK0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0064645612(NAD 83)
 GK0961
 GK0961|---------------------------------------------------------------------|
 GK0961| PID    Reference Object                     Distance      Geod. Az  |
 GK0961|                                                           dddmmss.s |
 GK0961| CK9973 IVANHOE AZ MK 2                                    0064337.8 |
 GK0961| CK9974 IVANHOE RM 1                         68.946 METERS 05828     |
 GK0961| CK9976 IVANHOE RM 3                         19.606 METERS 13136     |
 GK0961| CK9975 IVANHOE RM 2 AZIMUTH                               1705313.8 |
 GK0961| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.13.8 KM 1905543.6 |
 GK0961| CK9977 IVANHOE RM 4                         16.523 METERS 22015     |
 GK0961|---------------------------------------------------------------------|
 GK0961
 GK0961                          SUPERSEDED SURVEY CONTROL
 GK0961
 GK0961  NAD 83(1986)-  36 33 02.74987(N)    100 06 36.40933(W) AD(       ) 1
 GK0961  NAD 27      -  36 33 02.62900(N)    100 06 34.92500(W) AD(       ) 1
 GK0961  NGVD 29             801.05   (m)         2628.1    (f) LEVELING    3  
 GK0961
 GK0961.Superseded values are not recommended for survey control.
 GK0961
 GK0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0961.See file dsdata.pdf to determine how the superseded data were derived.
 GK0961
 GK0961_MARKER: DS = TRIANGULATION STATION DISK
 GK0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0961_STAMPING: IVANHOE 1931 1970
 GK0961_MARK LOGO: CGS
 GK0961_PROJECTION: RECESSED 30 CENTIMETERS
 GK0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0961+STABILITY: SURFACE MOTION
 GK0961
 GK0961  HISTORY     - Date     Condition        Report By
 GK0961  HISTORY     - 1970     MONUMENTED       NGS
 GK0961
 GK0961                          STATION DESCRIPTION
 GK0961
 GK0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GK0961'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GK0961'REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  THE STATION
 GK0961'MARK WAS LOWERED BELOW PLOW DEPTH AT THIS TIME.  REFERENCE
 GK0961'MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ALSO ESTABLISHED AT
 GK0961'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 GK0961'
 GK0961'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF FOLLETT, TEXAS,
 GK0961'4-1/2 MILES SOUTH OF U.S. HIGHWAY 270 AND NEAR THE SOUTHEAST
 GK0961'CORNER OF A CULTIVATED FIELD.  THE SCHOOLHOUSE MENTIONED IN THE
 GK0961'1931 DESCRIPTION IS NO LONGER THERE.
 GK0961'
 GK0961'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF SLAPOUT,
 GK0961'OKLAHOMA, WHICH IS ON U.S. HIGHWAY 270, GO SOUTH ON A SURFACED
 GK0961'ROAD FOR 4.05 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 GK0961'SET IN THE NORTHEAST ANGLE OF THE INTERSECTION, CONTINUE
 GK0961'SOUTH ON THE SURFACED ROAD FOR 0.55 MILE TO A CATTLE GUARD,
 GK0961'AND A FIELD ROAD RIGHT, TURN RIGHT AND GO WEST ON THE FIELD
 GK0961'ROAD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 GK0961'
 GK0961'THE STATION MARK IS A STANDARD DISK STAMPED IVANHOE 1931 1970,
 GK0961'SET IN THE TOP OF A CYLINDRICAL SHAPED CONCRETE POST 12 INCHES
 GK0961'BELOW THE SURFACE OF THE GROUND.  IT IS 225 FEET WEST-NORTHWEST
 GK0961'OF A CATTLE GUARD, 42.2 FEET NORTH OF A FENCE AND A WITNESS
 GK0961'POST AND 33 FEET NORTH OF THE CENTER OF THE FIELD ROAD.
 GK0961'
 GK0961'REFERENCE MARK 3 IS A STANDARD DISK STAMPED IVANHOE NO 3 1931
 GK0961'1970, SET IN THE TOP OF A CYLINDRICAL SHAPED CONCRETE POST
 GK0961'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 174 FEET
 GK0961'WEST OF THE CATTLE GUARD, 48.0 FEET EAST OF THE WITNESS POST, 10
 GK0961'FEET SOUTH OF THE CENTER OF THE FIELD ROAD AND 1.0 FOOT NORTH
 GK0961'OF A FENCE.
 GK0961'
 GK0961'REFERENCE MARK 4 IS A STANDARD DISK STAMPED IVANHOE NO 4 1931
 GK0961'1970, SET IN THE TOP OF A CYLINDRICAL SHAPED CONCRETE POST
 GK0961'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 272 FEET WEST
 GK0961'OF THE CATTLE GUARD, 34.9 FEET WEST OF THE WITNESS POST, 9
 GK0961'FEET SOUTH OF THE CENTER OF THE FIELD ROAD AND 1.0 FOOT NORTH
 GK0961'OF A FENCE.
 GK0961'
 GK0961'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IVANHOE 1931 1970,
 GK0961'SET IN THE TOP OF A CYLINDRICAL SHAPED CONCRETE POST PROJECTING
 GK0961'2 INCHES.  IT IS 46 FEET EAST OF THE CENTER OF THE SURFACED
 GK0961'ROAD, 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 4.5 FEET
 GK0961'EAST OF A FENCE CORNER POST, 1.7 FEET SOUTHEAST OF A WITNESS
 GK0961'POST AND 1.2 FEET SOUTH OF A FENCE.
 GK0961'
 GK0961'THE DISTANCE BETWEEN REFERENCE MARK 3 AND REFERENCE MARK 4 IS
 GK0961'83.11 FEET OR 25.332 METERS.
 GK0961'
 GK0961'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 GK0961'
 GK0961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 GK0961'NORTH OF FOLLETT, TEXAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0375 ***********************************************************************
 GH0375  DESIGNATION -  J
 GH0375  PID         -  GH0375
 GH0375  STATE/COUNTY-  OK/KINGFISHER
 GH0375  COUNTRY     -  US
 GH0375  USGS QUAD   -  HENNESSEY (2018)
 GH0375
 GH0375                         *CURRENT SURVEY CONTROL
 GH0375  ______________________________________________________________________
 GH0375* NAD 83(1986) POSITION- 36 06 34.     (N) 097 53 49.     (W)   SCALED
 GH0375* NAVD 88 ORTHO HEIGHT -   354.513 (meters)     1163.10  (feet) POSTED
 GH0375  ______________________________________________________________________
 GH0375  GEOID HEIGHT    -        -27.492 (meters)                     GEOID18
 GH0375  DYNAMIC HEIGHT  -        354.19  (meters)     1162.0   (feet) COMP
 GH0375  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 GH0375
 GH0375  VERT ORDER      -  * POSTED, SEE BELOW
 GH0375
 GH0375.The horizontal coordinates were scaled from a map and have
 GH0375.an estimated accuracy of +/- 6 seconds.
 GH0375
 GH0375.The orthometric height was determined by differential leveling
 GH0375.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0375
 GH0375.* This is a POSTED BENCH MARK height.
 GH0375
 GH0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0375.GEOID18 height accuracy estimate available here.
 GH0375
 GH0375.Click photographs - Photos may exist for this station.
 GH0375
 GH0375.The dynamic height is computed by dividing the NAVD 88
 GH0375.geopotential number by the normal gravity value computed on the
 GH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0375.degrees latitude (g = 980.6199 gals.).
 GH0375
 GH0375.The modeled gravity was interpolated from observed gravity values.
 GH0375
 GH0375;                    North         East    Units  Estimated Accuracy
 GH0375;SPC OK N     -   123,100.      609,280.      MT  (+/- 180 meters Scaled)
 GH0375
 GH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE992966(NAD 83)
 GH0375
 GH0375                          SUPERSEDED SURVEY CONTROL
 GH0375
 GH0375  NGVD 29 (??/??/92)  354.360  (m)         1162.60   (f) ADJ UNCH    1 2
 GH0375
 GH0375.Superseded values are not recommended for survey control.
 GH0375
 GH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0375.See file dsdata.pdf to determine how the superseded data were derived.
 GH0375
 GH0375_MARKER: Z = SEE DESCRIPTION
 GH0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0375_SP_SET: BUILDING
 GH0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0375
 GH0375  HISTORY     - Date     Condition        Report By
 GH0375  HISTORY     - 1902     MONUMENTED       CGS
 GH0375  HISTORY     - 1934     GOOD             CGS
 GH0375  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0375
 GH0375                          STATION DESCRIPTION
 GH0375
 GH0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0375'AT HENNESSEY.
 GH0375'AT HENNESSEY, KINGFISHER COUNTY, NEAR THE INTERSECTION OF MAIN
 GH0375'STREET AND OKLAHOMA AVENUE, AT 106 SOUTH MAIN STREET, AT A
 GH0375'BUILDING OCCUPIED IN 1934 BY THE R.S.D. ROBERTS GROCERY ON THE
 GH0375'FIRST FLOOR AND THE I.O.O.F. HALL ON THE SECOND FLOOR, AT THE
 GH0375'LEFT SIDE OF THE SOUTH ENTRANCE, AND ON THE NORTHEAST CORNER OF AN
 GH0375'IRON PLATE SUPPORTING AN IRON COLUMN.  A SQUARE FORMED BY THE
 GH0375'EDGES OF THE IRON PLATE AND TWO CHISEL MARKS.  NOTE-- THIS BENCH
 GH0375'MARK WAS NOT INCLUDED IN THE RELEVELING OF 1953.
 GH0375
 GH0375                          STATION RECOVERY (1985)
 GH0375
 GH0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0375'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0506 ***********************************************************************
 FJ0506  DESIGNATION -  J 10
 FJ0506  PID         -  FJ0506
 FJ0506  STATE/COUNTY-  OK/OKLAHOMA
 FJ0506  COUNTRY     -  US
 FJ0506  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0506
 FJ0506                         *CURRENT SURVEY CONTROL
 FJ0506  ______________________________________________________________________
 FJ0506* NAD 83(1986) POSITION- 35 28 56.9    (N) 097 30 43.6    (W)   HD_HELD2
 FJ0506* NAVD 88 ORTHO HEIGHT -   375.770 (meters)     1232.84  (feet) ADJUSTED
 FJ0506  ______________________________________________________________________
 FJ0506  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 FJ0506  DYNAMIC HEIGHT  -        375.412 (meters)     1231.66  (feet) COMP
 FJ0506  MODELED GRAVITY -    979,669.6   (mgal)                       NAVD 88
 FJ0506
 FJ0506  VERT ORDER      -  FIRST     CLASS II
 FJ0506
 FJ0506.The horizontal coordinates were established by autonomous hand held GPS
 FJ0506.observations and have an estimated accuracy of +/- 10 meters.
 FJ0506
 FJ0506.The orthometric height was determined by differential leveling and
 FJ0506.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0506.in August 1994.
 FJ0506
 FJ0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0506.GEOID18 height accuracy estimate available here.
 FJ0506
 FJ0506.Click photographs - Photos may exist for this station.
 FJ0506
 FJ0506.The dynamic height is computed by dividing the NAVD 88
 FJ0506.geopotential number by the normal gravity value computed on the
 FJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0506.degrees latitude (g = 980.6199 gals.).
 FJ0506
 FJ0506.The modeled gravity was interpolated from observed gravity values.
 FJ0506
 FJ0506;                    North         East    Units  Estimated Accuracy
 FJ0506;SPC OK N     -    53,643.      644,276.      MT  (+/- 10 meters HH2 GPS)
 FJ0506
 FJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3497527566(NAD 83)
 FJ0506
 FJ0506                          SUPERSEDED SURVEY CONTROL
 FJ0506
 FJ0506  NAVD 88 (06/15/91)  375.844  (m)         1233.08   (f) SUPERSEDED  1 2
 FJ0506  NGVD 29 (??/??/92)  375.708  (m)         1232.64   (f) ADJ UNCH    1 2
 FJ0506
 FJ0506.Superseded values are not recommended for survey control.
 FJ0506
 FJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0506.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0506
 FJ0506_MARKER: DB = BENCH MARK DISK
 FJ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0506_STAMPING: J 10 1933
 FJ0506_MARK LOGO: CGS
 FJ0506_PROJECTION: FLUSH
 FJ0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0506+STABILITY: SURFACE MOTION
 FJ0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0506+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1994
 FJ0506
 FJ0506  HISTORY     - Date     Condition        Report By
 FJ0506  HISTORY     - 1933     MONUMENTED       CGS
 FJ0506  HISTORY     - 1960     GOOD             CGS
 FJ0506  HISTORY     - 1984     GOOD             NGS
 FJ0506  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0506  HISTORY     - 1988     GOOD             USPSQD
 FJ0506  HISTORY     - 19940114 POOR             NGS
 FJ0506  HISTORY     - 19950807 GOOD             OKDOT
 FJ0506
 FJ0506                          STATION DESCRIPTION
 FJ0506
 FJ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0506'1.5 MI N FROM OKLAHOMA CITY.
 FJ0506'1 1/2 MILES NORTH OF SANTA FE DEPOT (IN CITY) 1 FT. NORTH OF
 FJ0506'NORTH WALK ON N. 13TH. ST. 56 FT. WEST OF CENTER LINE OF WEST
 FJ0506'MAIN TRACK OF SANTA FE R.R. 6 1/2 FT. SOUTH OF DOLESE BROS. CO
 FJ0506'WAREHOUSE.
 FJ0506
 FJ0506                          STATION RECOVERY (1960)
 FJ0506
 FJ0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FJ0506'RECOVERED IN GOOD CONDITION.
 FJ0506
 FJ0506                          STATION RECOVERY (1984)
 FJ0506
 FJ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0506'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 6.6 FEET SOUTH OF THE
 FJ0506'NORTHEAST CORNER OF THE DOLESE BROTHERS WAREHOUSE.  ADD 2.01 METERS
 FJ0506'(6.6 FT) SOUTH OF THE SOUTHEAST CORNER OF THE DOLESE BROTHERS
 FJ0506'WAREHOUSE.
 FJ0506
 FJ0506                          STATION RECOVERY (1985)
 FJ0506
 FJ0506'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0506'MARK NOT FOUND.
 FJ0506
 FJ0506                          STATION RECOVERY (1988)
 FJ0506
 FJ0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0506'RECOVERED IN GOOD CONDITION.
 FJ0506
 FJ0506                          STATION RECOVERY (1994)
 FJ0506
 FJ0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0506'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FJ0506'NORTH 13TH STREET, 12.1 M (39.7 FT) WEST OF THE NEAR RAIL, 7.3 M
 FJ0506'(24.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 FJ0506'STREET, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE
 FJ0506'MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.  NOTE--THE DISK
 FJ0506'HAS BEEN HIT AND ALL THAT REMAINS IS THE PORTION DIRECTLY ABOVE THE
 FJ0506'STEM.
 FJ0506
 FJ0506                          STATION RECOVERY (1995)
 FJ0506
 FJ0506'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FJ0506'LOCATED 2.4 KM (1.50 MI) NORTH OF THE SANTA FE DEPOT -IN CITY- AT THE
 FJ0506'SOUTH EDGE AND FLUSH WITH THE TOP OF THE NORTH WALK ON NE 13TH STREET,
 FJ0506'12.80 M (41.99 FT) WEST OF THE CENTER LINE OF THE WEST MAIN TRACK OF
 FJ0506'THE SANTA FE RR, 2.01 M (6.59 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 FJ0506'REMAINS OF THE CONCRETE FOUNDATION OF A DOLESE CO WAREHOUSE, 1.55 M
 FJ0506'(5.09 FT) NORTH OF THE NORTH CURB ON NE 13TH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0575 ***********************************************************************
 EK0575  DESIGNATION -  J 100
 EK0575  PID         -  EK0575
 EK0575  STATE/COUNTY-  OK/PUSHMATAHA
 EK0575  COUNTRY     -  US
 EK0575  USGS QUAD   -  ANTLERS EAST (2019)
 EK0575
 EK0575                         *CURRENT SURVEY CONTROL
 EK0575  ______________________________________________________________________
 EK0575* NAD 83(1986) POSITION- 34 12 01.     (N) 095 30 14.     (W)   SCALED
 EK0575* NAVD 88 ORTHO HEIGHT -   142.328 (meters)      466.95  (feet) ADJUSTED
 EK0575  ______________________________________________________________________
 EK0575  GEOID HEIGHT    -        -30.193 (meters)                     GEOID18
 EK0575  DYNAMIC HEIGHT  -        142.173 (meters)      466.45  (feet) COMP
 EK0575  MODELED GRAVITY -    979,544.1   (mgal)                       NAVD 88
 EK0575
 EK0575  VERT ORDER      -  SECOND    CLASS 0
 EK0575
 EK0575.The horizontal coordinates were scaled from a map and have
 EK0575.an estimated accuracy of +/- 6 seconds.
 EK0575
 EK0575.The orthometric height was determined by differential leveling and
 EK0575.adjusted by the NATIONAL GEODETIC SURVEY
 EK0575.in June 1991.
 EK0575
 EK0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0575.GEOID18 height accuracy estimate available here.
 EK0575
 EK0575.Click photographs - Photos may exist for this station.
 EK0575
 EK0575.The dynamic height is computed by dividing the NAVD 88
 EK0575.geopotential number by the normal gravity value computed on the
 EK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0575.degrees latitude (g = 980.6199 gals.).
 EK0575
 EK0575.The modeled gravity was interpolated from observed gravity values.
 EK0575
 EK0575;                    North         East    Units  Estimated Accuracy
 EK0575;SPC OK S     -    99,010.      830,030.      MT  (+/- 180 meters Scaled)
 EK0575
 EK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT692871(NAD 83)
 EK0575
 EK0575                          SUPERSEDED SURVEY CONTROL
 EK0575
 EK0575  NGVD 29 (??/??/92)  142.248  (m)          466.69   (f) ADJ UNCH    2 0
 EK0575
 EK0575.Superseded values are not recommended for survey control.
 EK0575
 EK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0575.See file dsdata.pdf to determine how the superseded data were derived.
 EK0575
 EK0575_MARKER: DB = BENCH MARK DISK
 EK0575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0575_SP_SET: CULVERT HEADWALL
 EK0575_STAMPING: J 100 1960
 EK0575_MARK LOGO: CGS
 EK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0575+STABILITY: SURFACE MOTION
 EK0575
 EK0575  HISTORY     - Date     Condition        Report By
 EK0575  HISTORY     - 1960     MONUMENTED       CGS
 EK0575
 EK0575                          STATION DESCRIPTION
 EK0575
 EK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0575'7.5 MI E FROM ANTLERS.
 EK0575'ABOUT 7.5 MILES EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE ST.
 EK0575'LOUIS, SAN FRANCISCO RAILROAD STATION AT ANTLERS, ALSO 5.25
 EK0575'MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST OFFICE AT
 EK0575'RATTAN, IN SECTION 15, R 17 E, T 4 S, SET IN THE TOP OF THE
 EK0575'EAST END OF THE NORTH HEADWALL OF A TWIN CHANNEL CULVERT, ABOUT
 EK0575'0.1 MILE EAST OF A FARM HOUSE, 18 FEET NORTH OF THE CENTER
 EK0575'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0477 ***********************************************************************
 EK0477  DESIGNATION -  J 101
 EK0477  PID         -  EK0477
 EK0477  STATE/COUNTY-  OK/PUSHMATAHA
 EK0477  COUNTRY     -  US
 EK0477  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0477
 EK0477                         *CURRENT SURVEY CONTROL
 EK0477  ______________________________________________________________________
 EK0477* NAD 83(1986) POSITION- 34 19 36.     (N) 095 10 59.     (W)   SCALED
 EK0477* NAVD 88 ORTHO HEIGHT -   170.188 (meters)      558.36  (feet) ADJUSTED
 EK0477  ______________________________________________________________________
 EK0477  GEOID HEIGHT    -        -30.906 (meters)                     GEOID18
 EK0477  DYNAMIC HEIGHT  -        170.001 (meters)      557.74  (feet) COMP
 EK0477  MODELED GRAVITY -    979,537.1   (mgal)                       NAVD 88
 EK0477
 EK0477  VERT ORDER      -  SECOND    CLASS 0
 EK0477
 EK0477.The horizontal coordinates were scaled from a map and have
 EK0477.an estimated accuracy of +/- 6 seconds.
 EK0477
 EK0477.The orthometric height was determined by differential leveling and
 EK0477.adjusted by the NATIONAL GEODETIC SURVEY
 EK0477.in June 1991.
 EK0477
 EK0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0477.GEOID18 height accuracy estimate available here.
 EK0477
 EK0477.Click photographs - Photos may exist for this station.
 EK0477
 EK0477.The dynamic height is computed by dividing the NAVD 88
 EK0477.geopotential number by the normal gravity value computed on the
 EK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0477.degrees latitude (g = 980.6199 gals.).
 EK0477
 EK0477.The modeled gravity was interpolated from observed gravity values.
 EK0477
 EK0477;                    North         East    Units  Estimated Accuracy
 EK0477;SPC OK S     -   113,800.      859,200.      MT  (+/- 180 meters Scaled)
 EK0477
 EK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU991005(NAD 83)
 EK0477
 EK0477                          SUPERSEDED SURVEY CONTROL
 EK0477
 EK0477  NGVD 29 (??/??/92)  170.114  (m)          558.12   (f) ADJ UNCH    2 0
 EK0477
 EK0477.Superseded values are not recommended for survey control.
 EK0477
 EK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0477.See file dsdata.pdf to determine how the superseded data were derived.
 EK0477
 EK0477_MARKER: DB = BENCH MARK DISK
 EK0477_SETTING: 80 = SET IN A BOULDER
 EK0477_STAMPING: J 101 1960
 EK0477_MARK LOGO: CGS
 EK0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0477+STABILITY: SURFACE MOTION
 EK0477
 EK0477  HISTORY     - Date     Condition        Report By
 EK0477  HISTORY     - 1960     MONUMENTED       CGS
 EK0477
 EK0477                          STATION DESCRIPTION
 EK0477
 EK0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0477'6.1 MI NE FROM CLOUDY.
 EK0477'ABOUT 6.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0477'OFFICE AT CLOUDY, IN SECTION 2, R 20 E, T 3 S, SET IN THE TOP OF
 EK0477'A BOULDER, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 130 FEET
 EK0477'SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A
 EK0477'FARM HOUSE, AND ABOUT 3 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0271 ***********************************************************************
 GK0271  DESIGNATION -  J 103
 GK0271  PID         -  GK0271
 GK0271  STATE/COUNTY-  OK/TEXAS
 GK0271  COUNTRY     -  US
 GK0271  USGS QUAD   -  GUYMON (2018)
 GK0271
 GK0271                         *CURRENT SURVEY CONTROL
 GK0271  ______________________________________________________________________
 GK0271* NAD 83(1986) POSITION- 36 40 28.     (N) 101 25 14.     (W)   SCALED
 GK0271* NAVD 88 ORTHO HEIGHT -   934.727 (meters)     3066.68  (feet) ADJUSTED
 GK0271  ______________________________________________________________________
 GK0271  GEOID HEIGHT    -        -26.589 (meters)                     GEOID18
 GK0271  DYNAMIC HEIGHT  -        933.762 (meters)     3063.52  (feet) COMP
 GK0271  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 GK0271
 GK0271  VERT ORDER      -  SECOND    CLASS 0
 GK0271
 GK0271.The horizontal coordinates were scaled from a map and have
 GK0271.an estimated accuracy of +/- 6 seconds.
 GK0271
 GK0271.The orthometric height was determined by differential leveling and
 GK0271.adjusted by the NATIONAL GEODETIC SURVEY
 GK0271.in June 1991.
 GK0271
 GK0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0271.GEOID18 height accuracy estimate available here.
 GK0271
 GK0271.Click photographs - Photos may exist for this station.
 GK0271
 GK0271.The dynamic height is computed by dividing the NAVD 88
 GK0271.geopotential number by the normal gravity value computed on the
 GK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0271.degrees latitude (g = 980.6199 gals.).
 GK0271
 GK0271.The modeled gravity was interpolated from observed gravity values.
 GK0271
 GK0271;                    North         East    Units  Estimated Accuracy
 GK0271;SPC OK N     -   191,180.      294,310.      MT  (+/- 180 meters Scaled)
 GK0271
 GK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF836614(NAD 83)
 GK0271
 GK0271                          SUPERSEDED SURVEY CONTROL
 GK0271
 GK0271  NGVD 29 (??/??/92)  934.292  (m)         3065.26   (f) ADJ UNCH    2 0
 GK0271
 GK0271.Superseded values are not recommended for survey control.
 GK0271
 GK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0271.See file dsdata.pdf to determine how the superseded data were derived.
 GK0271
 GK0271_MARKER: DB = BENCH MARK DISK
 GK0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0271_SP_SET: CULVERT HEADWALL
 GK0271_STAMPING: J 103 1934
 GK0271_MARK LOGO: CGS
 GK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0271+STABILITY: SURFACE MOTION
 GK0271
 GK0271  HISTORY     - Date     Condition        Report By
 GK0271  HISTORY     - 1934     MONUMENTED       CGS
 GK0271  HISTORY     - 1966     GOOD             USGS
 GK0271
 GK0271                          STATION DESCRIPTION
 GK0271
 GK0271'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0271'3.7 MI E FROM GUYMON.
 GK0271'GUYMON, 3.7 MI. E. ALONG ST. HWY. 3 FROM THE COUNTY COURTHOUSE AT,
 GK0271'TWPS. 2 AND 3 N., R. 15 E., NEAR CORNER SECTIONS 2, 3, 34 AND 35, 37
 GK0271'FT. S. AND 13 FT. E. OF CROSSROADS, IN CENTER ON TOP OF A CULVERT.  A
 GK0271'STANDARD TABLET STAMPED J-103 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0349 ***********************************************************************
 GJ0349  DESIGNATION -  J 104
 GJ0349  PID         -  GJ0349
 GJ0349  STATE/COUNTY-  OK/ELLIS
 GJ0349  COUNTRY     -  US
 GJ0349  USGS QUAD   -  ARNETT (2018)
 GJ0349
 GJ0349                         *CURRENT SURVEY CONTROL
 GJ0349  ______________________________________________________________________
 GJ0349* NAD 83(1986) POSITION- 36 08 03.7    (N) 099 46 13.7    (W)   HD_HELD2
 GJ0349* NAVD 88 ORTHO HEIGHT -   750.159 (meters)     2461.15  (feet) ADJUSTED
 GJ0349  ______________________________________________________________________
 GJ0349  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GJ0349  DYNAMIC HEIGHT  -        749.389 (meters)     2458.62  (feet) COMP
 GJ0349  MODELED GRAVITY -    979,580.6   (mgal)                       NAVD 88
 GJ0349
 GJ0349  VERT ORDER      -  FIRST     CLASS II
 GJ0349
 GJ0349.The horizontal coordinates were established by autonomous hand held GPS
 GJ0349.observations and have an estimated accuracy of +/- 10 meters.
 GJ0349
 GJ0349.The orthometric height was determined by differential leveling and
 GJ0349.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0349.in June 1991.
 GJ0349
 GJ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0349.GEOID18 height accuracy estimate available here.
 GJ0349
 GJ0349.Click photographs - Photos may exist for this station.
 GJ0349
 GJ0349.The dynamic height is computed by dividing the NAVD 88
 GJ0349.geopotential number by the normal gravity value computed on the
 GJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0349.degrees latitude (g = 980.6199 gals.).
 GJ0349
 GJ0349.The modeled gravity was interpolated from observed gravity values.
 GJ0349
 GJ0349;                    North         East    Units  Estimated Accuracy
 GJ0349;SPC OK N     -   127,313.      440,656.      MT  (+/- 10 meters HH2 GPS)
 GJ0349
 GJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3067699126(NAD 83)
 GJ0349
 GJ0349                          SUPERSEDED SURVEY CONTROL
 GJ0349
 GJ0349  NGVD 29 (??/??/92)  749.848  (m)         2460.13   (f) ADJ UNCH    1 2
 GJ0349
 GJ0349.Superseded values are not recommended for survey control.
 GJ0349
 GJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0349.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0349
 GJ0349_MARKER: DB = BENCH MARK DISK
 GJ0349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GJ0349_SP_SET: STEP
 GJ0349_STAMPING: J 104 1934
 GJ0349_MARK LOGO: CGS
 GJ0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GJ0349+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 GJ0349
 GJ0349  HISTORY     - Date     Condition        Report By
 GJ0349  HISTORY     - 1934     MONUMENTED       CGS
 GJ0349  HISTORY     - 19940207 GOOD             NGS
 GJ0349
 GJ0349                          STATION DESCRIPTION
 GJ0349
 GJ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0349'AT ARNETT.
 GJ0349'SET ON NORTH SIDE OF BOTTOM STEP OF EAST MAIN ENTRANCE TO ELLIS
 GJ0349'COUNTY COURTHOUSE.
 GJ0349
 GJ0349                          STATION RECOVERY (1994)
 GJ0349
 GJ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GJ0349'IN ARNETT, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND ADAMS STREET, IN
 GJ0349'TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE BOTTOM STEP
 GJ0349'AT THE EAST ENTRANCE TO THE ELLIS COUNTY COURTHOUSE, 54.3 M
 GJ0349'(178.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 40.9 M (134.2 FT) WEST OF
 GJ0349'THE STREET CENTER, 5.4 M (17.7 FT) EAST OF THE EAST FACE OF THE
 GJ0349'COURTHOUSE, 1.9 M (6.2 FT) NORTH OF THE CENTER OF THE STEPS, AND 0.1
 GJ0349'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0479 ***********************************************************************
 FK0479  DESIGNATION -  J 105
 FK0479  PID         -  FK0479
 FK0479  STATE/COUNTY-  OK/ROGER MILLS
 FK0479  COUNTRY     -  US
 FK0479  USGS QUAD   -  CHEYENNE (2018)
 FK0479
 FK0479                         *CURRENT SURVEY CONTROL
 FK0479  ______________________________________________________________________
 FK0479* NAD 83(1986) POSITION- 35 30 56.     (N) 099 39 59.     (W)   SCALED
 FK0479* NAVD 88 ORTHO HEIGHT -   688.309 (meters)     2258.23  (feet) ADJUSTED
 FK0479  ______________________________________________________________________
 FK0479  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 FK0479  DYNAMIC HEIGHT  -        687.589 (meters)     2255.86  (feet) COMP
 FK0479  MODELED GRAVITY -    979,564.6   (mgal)                       NAVD 88
 FK0479
 FK0479  VERT ORDER      -  SECOND    CLASS 0
 FK0479
 FK0479.The horizontal coordinates were scaled from a map and have
 FK0479.an estimated accuracy of +/- 6 seconds.
 FK0479
 FK0479.The orthometric height was determined by differential leveling and
 FK0479.adjusted by the NATIONAL GEODETIC SURVEY
 FK0479.in June 1991.
 FK0479
 FK0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0479.GEOID18 height accuracy estimate available here.
 FK0479
 FK0479.Click photographs - Photos may exist for this station.
 FK0479
 FK0479.The dynamic height is computed by dividing the NAVD 88
 FK0479.geopotential number by the normal gravity value computed on the
 FK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0479.degrees latitude (g = 980.6199 gals.).
 FK0479
 FK0479.The modeled gravity was interpolated from observed gravity values.
 FK0479
 FK0479;                    North         East    Units  Estimated Accuracy
 FK0479;SPC OK N     -    58,500.      448,850.      MT  (+/- 180 meters Scaled)
 FK0479
 FK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME395304(NAD 83)
 FK0479
 FK0479                          SUPERSEDED SURVEY CONTROL
 FK0479
 FK0479  NGVD 29 (??/??/92)  688.036  (m)         2257.33   (f) ADJ UNCH    2 0
 FK0479
 FK0479.Superseded values are not recommended for survey control.
 FK0479
 FK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0479.See file dsdata.pdf to determine how the superseded data were derived.
 FK0479
 FK0479_MARKER: DB = BENCH MARK DISK
 FK0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0479_SP_SET: CULVERT HEADWALL
 FK0479_STAMPING: J 105 1934
 FK0479_MARK LOGO: CGS
 FK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0479+STABILITY: SURFACE MOTION
 FK0479
 FK0479  HISTORY     - Date     Condition        Report By
 FK0479  HISTORY     - 1934     MONUMENTED       CGS
 FK0479  HISTORY     - 1958     MARK NOT FOUND   USGS
 FK0479
 FK0479                          STATION DESCRIPTION
 FK0479
 FK0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0479'7.1 MI S FROM CHEYENNE.
 FK0479'7.1 MILES SOUTH OF P. AND SF. RR. STATION AT CHEYENNE 40 FEET
 FK0479'EAST OF CENTER LINE OF U.S. HIGHWAY 283, 35 NORTHEAST OF CONCRETE
 FK0479'CULVERT UNDER ROAD.
 FK0479
 FK0479                          STATION RECOVERY (1958)
 FK0479
 FK0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0367 ***********************************************************************
 GJ0367  DESIGNATION -  J 106
 GJ0367  PID         -  GJ0367
 GJ0367  STATE/COUNTY-  OK/HARPER
 GJ0367  COUNTRY     -  US
 GJ0367  USGS QUAD   -  MAY EAST (2018)
 GJ0367
 GJ0367                         *CURRENT SURVEY CONTROL
 GJ0367  ______________________________________________________________________
 GJ0367* NAD 83(1986) POSITION- 36 36 17.     (N) 099 40 25.     (W)   SCALED
 GJ0367* NAVD 88 ORTHO HEIGHT -   617.705 (meters)     2026.59  (feet) ADJUSTED
 GJ0367  ______________________________________________________________________
 GJ0367  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 GJ0367  DYNAMIC HEIGHT  -        617.111 (meters)     2024.64  (feet) COMP
 GJ0367  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 GJ0367
 GJ0367  VERT ORDER      -  SECOND    CLASS 0
 GJ0367
 GJ0367.The horizontal coordinates were scaled from a map and have
 GJ0367.an estimated accuracy of +/- 6 seconds.
 GJ0367
 GJ0367.The orthometric height was determined by differential leveling and
 GJ0367.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0367.in June 1991.
 GJ0367
 GJ0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0367.GEOID18 height accuracy estimate available here.
 GJ0367
 GJ0367.Click photographs - Photos may exist for this station.
 GJ0367
 GJ0367.The dynamic height is computed by dividing the NAVD 88
 GJ0367.geopotential number by the normal gravity value computed on the
 GJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0367.degrees latitude (g = 980.6199 gals.).
 GJ0367
 GJ0367.The modeled gravity was interpolated from observed gravity values.
 GJ0367
 GJ0367;                    North         East    Units  Estimated Accuracy
 GJ0367;SPC OK N     -   179,340.      450,270.      MT  (+/- 180 meters Scaled)
 GJ0367
 GJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF397512(NAD 83)
 GJ0367
 GJ0367                          SUPERSEDED SURVEY CONTROL
 GJ0367
 GJ0367  NGVD 29 (??/??/92)  617.428  (m)         2025.68   (f) ADJ UNCH    2 0
 GJ0367
 GJ0367.Superseded values are not recommended for survey control.
 GJ0367
 GJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0367.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0367
 GJ0367_MARKER: DB = BENCH MARK DISK
 GJ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0367_STAMPING: J 106 1934
 GJ0367_MARK LOGO: CGS
 GJ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0367+STABILITY: SURFACE MOTION
 GJ0367
 GJ0367  HISTORY     - Date     Condition        Report By
 GJ0367  HISTORY     - 1934     MONUMENTED       CGS
 GJ0367
 GJ0367                          STATION DESCRIPTION
 GJ0367
 GJ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0367'AT DUNLAP.
 GJ0367'35 FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GJ0367'RAILROAD TRACK, 30 FEET SOUTHEAST OF 5TH. POST NORTHWEST OF
 GJ0367'MILEPOST 241, 30 FEET WEST OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0007 ***********************************************************************
 GK0007  DESIGNATION -  J 107
 GK0007  PID         -  GK0007
 GK0007  STATE/COUNTY-  OK/BEAVER
 GK0007  COUNTRY     -  US
 GK0007  USGS QUAD   -  MOCANE (2018)
 GK0007
 GK0007                         *CURRENT SURVEY CONTROL
 GK0007  ______________________________________________________________________
 GK0007* NAD 83(1986) POSITION- 36 53 29.98   (N) 100 18 39.54   (W)   HD_HELD1
 GK0007* NAVD 88 ORTHO HEIGHT -   784.079 (meters)     2572.43  (feet) ADJUSTED
 GK0007  ______________________________________________________________________
 GK0007  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 GK0007  DYNAMIC HEIGHT  -        783.329 (meters)     2569.97  (feet) COMP
 GK0007  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 GK0007
 GK0007  VERT ORDER      -  SECOND    CLASS 0
 GK0007
 GK0007.The horizontal coordinates were determined by differentially corrected
 GK0007.hand held GPS observations or other comparable positioning techniques
 GK0007.and have an estimated accuracy of +/- 3 meters.
 GK0007
 GK0007.The orthometric height was determined by differential leveling and
 GK0007.adjusted by the NATIONAL GEODETIC SURVEY
 GK0007.in June 1991.
 GK0007
 GK0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0007.GEOID18 height accuracy estimate available here.
 GK0007
 GK0007.Click photographs - Photos may exist for this station.
 GK0007
 GK0007.The dynamic height is computed by dividing the NAVD 88
 GK0007.geopotential number by the normal gravity value computed on the
 GK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0007.degrees latitude (g = 980.6199 gals.).
 GK0007
 GK0007.The modeled gravity was interpolated from observed gravity values.
 GK0007
 GK0007;                    North         East    Units  Estimated Accuracy
 GK0007;SPC OK N     -   212,346.2     394,018.3     MT  (+/- 3 meters HH1 GPS) 
 GK0007
 GK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8318583656(NAD 83)
 GK0007
 GK0007                          SUPERSEDED SURVEY CONTROL
 GK0007
 GK0007  NGVD 29 (??/??/92)  783.744  (m)         2571.33   (f) ADJ UNCH    2 0
 GK0007
 GK0007.Superseded values are not recommended for survey control.
 GK0007
 GK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0007.See file dsdata.pdf to determine how the superseded data were derived.
 GK0007
 GK0007_MARKER: DB = BENCH MARK DISK
 GK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0007_STAMPING: J 107 1934
 GK0007_MARK LOGO: CGS
 GK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0007+STABILITY: SURFACE MOTION
 GK0007
 GK0007  HISTORY     - Date     Condition        Report By
 GK0007  HISTORY     - 1934     MONUMENTED       CGS
 GK0007
 GK0007                          STATION DESCRIPTION
 GK0007
 GK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0007'15.1 MI E FROM FORGAN.
 GK0007'15.1 MILES EAST OF FORGAN M.K. AND T.RR. STATION 0.1 MILE SOUTH OF
 GK0007'MILE POLE 289.  225 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY
 GK0007'64CROSSING TRACK.  102 FEET SOUTHWEST OF MISSOURI KANSAS AND TEXAS
 GK0007'RAILWAY, TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0382 ***********************************************************************
 GJ0382  DESIGNATION -  J 108
 GJ0382  PID         -  GJ0382
 GJ0382  STATE/COUNTY-  OK/HARPER
 GJ0382  COUNTRY     -  US
 GJ0382  USGS QUAD   -  ROSSTON NW (2018)
 GJ0382
 GJ0382                         *CURRENT SURVEY CONTROL
 GJ0382  ______________________________________________________________________
 GJ0382* NAD 83(1986) POSITION- 36 55 19.     (N) 099 57 44.     (W)   SCALED
 GJ0382* NAVD 88 ORTHO HEIGHT -   669.946 (meters)     2197.98  (feet) ADJUSTED
 GJ0382  ______________________________________________________________________
 GJ0382  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 GJ0382  DYNAMIC HEIGHT  -        669.328 (meters)     2195.95  (feet) COMP
 GJ0382  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 GJ0382
 GJ0382  VERT ORDER      -  SECOND    CLASS 0
 GJ0382
 GJ0382.The horizontal coordinates were scaled from a map and have
 GJ0382.an estimated accuracy of +/- 6 seconds.
 GJ0382
 GJ0382.The orthometric height was determined by differential leveling and
 GJ0382.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0382.in June 1991.
 GJ0382
 GJ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0382.GEOID18 height accuracy estimate available here.
 GJ0382
 GJ0382.Click photographs - Photos may exist for this station.
 GJ0382
 GJ0382.The dynamic height is computed by dividing the NAVD 88
 GJ0382.geopotential number by the normal gravity value computed on the
 GJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0382.degrees latitude (g = 980.6199 gals.).
 GJ0382
 GJ0382.The modeled gravity was interpolated from observed gravity values.
 GJ0382
 GJ0382;                    North         East    Units  Estimated Accuracy
 GJ0382;SPC OK N     -   215,020.      425,170.      MT  (+/- 180 meters Scaled)
 GJ0382
 GJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF142866(NAD 83)
 GJ0382
 GJ0382                          SUPERSEDED SURVEY CONTROL
 GJ0382
 GJ0382  NGVD 29 (??/??/92)  669.662  (m)         2197.05   (f) ADJ UNCH    2 0
 GJ0382
 GJ0382.Superseded values are not recommended for survey control.
 GJ0382
 GJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0382.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0382
 GJ0382_MARKER: DB = BENCH MARK DISK
 GJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0382_STAMPING: J 108 1934
 GJ0382_MARK LOGO: CGS
 GJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0382+STABILITY: SURFACE MOTION
 GJ0382
 GJ0382  HISTORY     - Date     Condition        Report By
 GJ0382  HISTORY     - 1934     MONUMENTED       CGS
 GJ0382  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0382
 GJ0382                          STATION DESCRIPTION
 GJ0382
 GJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0382'8.3 MI S FROM ENGLEWOOD.
 GJ0382'0.1 MILE NORTH OF EAST-WEST SECTION LINE ROAD, 54 FEET WEST
 GJ0382'OF CENTERLINE OF HIGHWAY 283, AT NORTH END OF CURVE OF HIGHWAY.
 GJ0382
 GJ0382                          STATION RECOVERY (1970)
 GJ0382
 GJ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GJ0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0210 ***********************************************************************
 GJ0210  DESIGNATION -  J 109
 GJ0210  PID         -  GJ0210
 GJ0210  STATE/COUNTY-  OK/WOODS
 GJ0210  COUNTRY     -  US
 GJ0210  USGS QUAD   -  FAIRVALLEY (2018)
 GJ0210
 GJ0210                         *CURRENT SURVEY CONTROL
 GJ0210  ______________________________________________________________________
 GJ0210* NAD 83(1986) POSITION- 36 43 05.     (N) 099 00 14.     (W)   SCALED
 GJ0210* NAVD 88 ORTHO HEIGHT -   485.522 (meters)     1592.92  (feet) ADJUSTED
 GJ0210  ______________________________________________________________________
 GJ0210  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GJ0210  DYNAMIC HEIGHT  -        485.082 (meters)     1591.47  (feet) COMP
 GJ0210  MODELED GRAVITY -    979,711.3   (mgal)                       NAVD 88
 GJ0210
 GJ0210  VERT ORDER      -  SECOND    CLASS 0
 GJ0210
 GJ0210.The horizontal coordinates were scaled from a map and have
 GJ0210.an estimated accuracy of +/- 6 seconds.
 GJ0210
 GJ0210.The orthometric height was determined by differential leveling and
 GJ0210.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0210.in June 1991.
 GJ0210
 GJ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0210.GEOID18 height accuracy estimate available here.
 GJ0210
 GJ0210.Click photographs - Photos may exist for this station.
 GJ0210
 GJ0210.The dynamic height is computed by dividing the NAVD 88
 GJ0210.geopotential number by the normal gravity value computed on the
 GJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0210.degrees latitude (g = 980.6199 gals.).
 GJ0210
 GJ0210.The modeled gravity was interpolated from observed gravity values.
 GJ0210
 GJ0210;                    North         East    Units  Estimated Accuracy
 GJ0210;SPC OK N     -   191,090.      510,320.      MT  (+/- 180 meters Scaled)
 GJ0210
 GJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF996635(NAD 83)
 GJ0210
 GJ0210                          SUPERSEDED SURVEY CONTROL
 GJ0210
 GJ0210  NGVD 29 (??/??/92)  485.296  (m)         1592.18   (f) ADJ UNCH    2 0
 GJ0210
 GJ0210.Superseded values are not recommended for survey control.
 GJ0210
 GJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0210.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0210
 GJ0210_MARKER: DB = BENCH MARK DISK
 GJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0210_STAMPING: J 109 1934
 GJ0210_MARK LOGO: CGS
 GJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0210+STABILITY: SURFACE MOTION
 GJ0210
 GJ0210  HISTORY     - Date     Condition        Report By
 GJ0210  HISTORY     - 1934     MONUMENTED       CGS
 GJ0210
 GJ0210                          STATION DESCRIPTION
 GJ0210
 GJ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0210'7.5 MI SE FROM FREEDOM.
 GJ0210'7.5 MILES SOUTHEAST OF A.T. AND SF. RR. STATION AT FREEDOM
 GJ0210'0.4 MILE SOUTHEAST OF MILEPOST 13, 40 FEET SOUTH OF CENTER
 GJ0210'LINE OF SECTION LINE ROAD, 36 FEET SOUTHWEST OF NEAREST RAIL
 GJ0210'OF ATCHISON TOPEKA AND SANTA FE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0031 ***********************************************************************
 GJ0031  DESIGNATION -  J 110
 GJ0031  PID         -  GJ0031
 GJ0031  STATE/COUNTY-  OK/ALFALFA
 GJ0031  COUNTRY     -  US
 GJ0031  USGS QUAD   -  INGERSOLL (2018)
 GJ0031
 GJ0031                         *CURRENT SURVEY CONTROL
 GJ0031  ______________________________________________________________________
 GJ0031* NAD 83(1986) POSITION- 36 51 20.     (N) 098 23 54.     (W)   SCALED
 GJ0031* NAVD 88 ORTHO HEIGHT -   365.033 (meters)     1197.61  (feet) ADJUSTED
 GJ0031  ______________________________________________________________________
 GJ0031  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 GJ0031  DYNAMIC HEIGHT  -        364.717 (meters)     1196.58  (feet) COMP
 GJ0031  MODELED GRAVITY -    979,757.6   (mgal)                       NAVD 88
 GJ0031
 GJ0031  VERT ORDER      -  SECOND    CLASS 0
 GJ0031
 GJ0031.The horizontal coordinates were scaled from a map and have
 GJ0031.an estimated accuracy of +/- 6 seconds.
 GJ0031
 GJ0031.The orthometric height was determined by differential leveling and
 GJ0031.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0031.in June 1991.
 GJ0031
 GJ0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0031.GEOID18 height accuracy estimate available here.
 GJ0031
 GJ0031.Click photographs - Photos may exist for this station.
 GJ0031
 GJ0031.The dynamic height is computed by dividing the NAVD 88
 GJ0031.geopotential number by the normal gravity value computed on the
 GJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0031.degrees latitude (g = 980.6199 gals.).
 GJ0031
 GJ0031.The modeled gravity was interpolated from observed gravity values.
 GJ0031
 GJ0031;                    North         East    Units  Estimated Accuracy
 GJ0031;SPC OK N     -   205,960.      564,480.      MT  (+/- 180 meters Scaled)
 GJ0031
 GJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF536790(NAD 83)
 GJ0031
 GJ0031                          SUPERSEDED SURVEY CONTROL
 GJ0031
 GJ0031  NGVD 29 (??/??/92)  364.870  (m)         1197.08   (f) ADJ UNCH    2 0
 GJ0031
 GJ0031.Superseded values are not recommended for survey control.
 GJ0031
 GJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0031.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0031
 GJ0031_MARKER: DB = BENCH MARK DISK
 GJ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0031_STAMPING: J 110 1934
 GJ0031_MARK LOGO: CGS
 GJ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0031+STABILITY: SURFACE MOTION
 GJ0031
 GJ0031  HISTORY     - Date     Condition        Report By
 GJ0031  HISTORY     - 1934     MONUMENTED       CGS
 GJ0031
 GJ0031                          STATION DESCRIPTION
 GJ0031
 GJ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0031'3.4 MI SE FROM BURLINGTON.
 GJ0031'3.4 MILES SOUTHEAST OF A.T. AND SF. STATION AT BURLINGTON, 0.12
 GJ0031'MILES SOUTHEAST OF MILEPOST 12, 50 FEET SOUTHWEST OF NEAREST RAIL
 GJ0031'OF ATCHISON TOPEKA AND SANTA FE TRACK, 30 FEET NORTH OF CENTER
 GJ0031'LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0015 ***********************************************************************
 GJ0015  DESIGNATION -  J 111
 GJ0015  PID         -  GJ0015
 GJ0015  STATE/COUNTY-  OK/ALFALFA
 GJ0015  COUNTRY     -  US
 GJ0015  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0015
 GJ0015                         *CURRENT SURVEY CONTROL
 GJ0015  ______________________________________________________________________
 GJ0015* NAD 83(1986) POSITION- 36 45 44.     (N) 098 21 24.     (W)   SCALED
 GJ0015* NAVD 88 ORTHO HEIGHT -   360.232 (meters)     1181.86  (feet) ADJUSTED
 GJ0015  ______________________________________________________________________
 GJ0015  GEOID HEIGHT    -        -28.106 (meters)                     GEOID18
 GJ0015  DYNAMIC HEIGHT  -        359.922 (meters)     1180.84  (feet) COMP
 GJ0015  MODELED GRAVITY -    979,759.9   (mgal)                       NAVD 88
 GJ0015
 GJ0015  VERT ORDER      -  SECOND    CLASS 0
 GJ0015
 GJ0015.The horizontal coordinates were scaled from a map and have
 GJ0015.an estimated accuracy of +/- 6 seconds.
 GJ0015
 GJ0015.The orthometric height was determined by differential leveling and
 GJ0015.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0015.in June 1991.
 GJ0015
 GJ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0015.GEOID18 height accuracy estimate available here.
 GJ0015
 GJ0015.Click photographs - Photos may exist for this station.
 GJ0015
 GJ0015.The dynamic height is computed by dividing the NAVD 88
 GJ0015.geopotential number by the normal gravity value computed on the
 GJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0015.degrees latitude (g = 980.6199 gals.).
 GJ0015
 GJ0015.The modeled gravity was interpolated from observed gravity values.
 GJ0015
 GJ0015;                    North         East    Units  Estimated Accuracy
 GJ0015;SPC OK N     -   195,590.      568,150.      MT  (+/- 180 meters Scaled)
 GJ0015
 GJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF574686(NAD 83)
 GJ0015
 GJ0015                          SUPERSEDED SURVEY CONTROL
 GJ0015
 GJ0015  NGVD 29 (??/??/92)  360.080  (m)         1181.36   (f) ADJ UNCH    2 0
 GJ0015
 GJ0015.Superseded values are not recommended for survey control.
 GJ0015
 GJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0015.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0015
 GJ0015_MARKER: DB = BENCH MARK DISK
 GJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0015_STAMPING: J 111 1934
 GJ0015_MARK LOGO: CGS
 GJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0015+STABILITY: SURFACE MOTION
 GJ0015
 GJ0015  HISTORY     - Date     Condition        Report By
 GJ0015  HISTORY     - 1934     MONUMENTED       CGS
 GJ0015
 GJ0015                          STATION DESCRIPTION
 GJ0015
 GJ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0015'AT CHEROKEE.
 GJ0015'AT CHEROKEE, 0.3 MILE NORTHWEST OF ATCHISON TOPEKA AND SANTA FE
 GJ0015'STATION, 0.1 MILE NORTHEAST OF MILEPOST 300, 210 FEET EAST OF
 GJ0015'CHEROKEE WATER AND LIGHT PLANT, 66 FEET SOUTH OF INTERSECTION OF
 GJ0015'TWO ATCHISON TOPEKA AND SANTA FE LINES, ON THE DIVISION FROM
 GJ0015'KIOWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0114 ***********************************************************************
 GJ0114  DESIGNATION -  J 112
 GJ0114  PID         -  GJ0114
 GJ0114  STATE/COUNTY-  OK/BLAINE
 GJ0114  COUNTRY     -  US
 GJ0114  USGS QUAD   -  LONGDALE (2018)
 GJ0114
 GJ0114                         *CURRENT SURVEY CONTROL
 GJ0114  ______________________________________________________________________
 GJ0114* NAD 83(1986) POSITION- 36 08 42.     (N) 098 32 51.     (W)   SCALED
 GJ0114* NAVD 88 ORTHO HEIGHT -   507.015 (meters)     1663.43  (feet) ADJUSTED
 GJ0114  ______________________________________________________________________
 GJ0114  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 GJ0114  DYNAMIC HEIGHT  -        506.545 (meters)     1661.89  (feet) COMP
 GJ0114  MODELED GRAVITY -    979,691.2   (mgal)                       NAVD 88
 GJ0114
 GJ0114  VERT ORDER      -  SECOND    CLASS 0
 GJ0114
 GJ0114.The horizontal coordinates were scaled from a map and have
 GJ0114.an estimated accuracy of +/- 6 seconds.
 GJ0114
 GJ0114.The orthometric height was determined by differential leveling and
 GJ0114.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0114.in June 1991.
 GJ0114
 GJ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0114.GEOID18 height accuracy estimate available here.
 GJ0114
 GJ0114.Click photographs - Photos may exist for this station.
 GJ0114
 GJ0114.The dynamic height is computed by dividing the NAVD 88
 GJ0114.geopotential number by the normal gravity value computed on the
 GJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0114.degrees latitude (g = 980.6199 gals.).
 GJ0114
 GJ0114.The modeled gravity was interpolated from observed gravity values.
 GJ0114
 GJ0114;                    North         East    Units  Estimated Accuracy
 GJ0114;SPC OK N     -   127,180.      550,730.      MT  (+/- 180 meters Scaled)
 GJ0114
 GJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF407001(NAD 83)
 GJ0114
 GJ0114                          SUPERSEDED SURVEY CONTROL
 GJ0114
 GJ0114  NGVD 29 (??/??/92)  506.825  (m)         1662.81   (f) ADJ UNCH    2 0
 GJ0114
 GJ0114.Superseded values are not recommended for survey control.
 GJ0114
 GJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0114.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0114
 GJ0114_MARKER: DB = BENCH MARK DISK
 GJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0114_STAMPING: J 112 1935
 GJ0114_MARK LOGO: CGS
 GJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0114+STABILITY: SURFACE MOTION
 GJ0114
 GJ0114  HISTORY     - Date     Condition        Report By
 GJ0114  HISTORY     - 1935     MONUMENTED       CGS
 GJ0114
 GJ0114                          STATION DESCRIPTION
 GJ0114
 GJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0114'0.6 MI NE FROM LONGDALE.
 GJ0114'0.6 MILES NE OF A.T. AND SF. RR. STATION AT LONGDALE 50 FEET
 GJ0114'NORTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0114'45 FEET EAST OF CENTER LINE ROAD, 15 FEET WEST OF 3RD. POLE
 GJ0114'NORTHEAST OF MILEPOST 347.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0221 ***********************************************************************
 FK0221  DESIGNATION -  J 113
 FK0221  PID         -  FK0221
 FK0221  STATE/COUNTY-  OK/CUSTER
 FK0221  COUNTRY     -  US
 FK0221  USGS QUAD   -  CLINTON (2018)
 FK0221
 FK0221                         *CURRENT SURVEY CONTROL
 FK0221  ______________________________________________________________________
 FK0221* NAD 83(1986) POSITION- 35 34 51.     (N) 098 56 56.     (W)   SCALED
 FK0221* NAVD 88 ORTHO HEIGHT -   469.773 (meters)     1541.25  (feet) ADJUSTED
 FK0221  ______________________________________________________________________
 FK0221  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 FK0221  DYNAMIC HEIGHT  -        469.302 (meters)     1539.70  (feet) COMP
 FK0221  MODELED GRAVITY -    979,617.5   (mgal)                       NAVD 88
 FK0221
 FK0221  VERT ORDER      -  SECOND    CLASS 0
 FK0221
 FK0221.The horizontal coordinates were scaled from a map and have
 FK0221.an estimated accuracy of +/- 6 seconds.
 FK0221
 FK0221.The orthometric height was determined by differential leveling and
 FK0221.adjusted by the NATIONAL GEODETIC SURVEY
 FK0221.in June 1991.
 FK0221
 FK0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0221.GEOID18 height accuracy estimate available here.
 FK0221
 FK0221.Click photographs - Photos may exist for this station.
 FK0221
 FK0221.The dynamic height is computed by dividing the NAVD 88
 FK0221.geopotential number by the normal gravity value computed on the
 FK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0221.degrees latitude (g = 980.6199 gals.).
 FK0221
 FK0221.The modeled gravity was interpolated from observed gravity values.
 FK0221
 FK0221;                    North         East    Units  Estimated Accuracy
 FK0221;SPC OK N     -    64,870.      514,000.      MT  (+/- 180 meters Scaled)
 FK0221
 FK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE046374(NAD 83)
 FK0221
 FK0221                          SUPERSEDED SURVEY CONTROL
 FK0221
 FK0221  NGVD 29 (??/??/92)  469.555  (m)         1540.53   (f) ADJ UNCH    2 0
 FK0221
 FK0221.Superseded values are not recommended for survey control.
 FK0221
 FK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0221.See file dsdata.pdf to determine how the superseded data were derived.
 FK0221
 FK0221_MARKER: DB = BENCH MARK DISK
 FK0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0221_STAMPING: J 113 1935
 FK0221_MARK LOGO: CGS
 FK0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0221+STABILITY: SURFACE MOTION
 FK0221
 FK0221  HISTORY     - Date     Condition        Report By
 FK0221  HISTORY     - 1935     MONUMENTED       CGS
 FK0221  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0221
 FK0221                          STATION DESCRIPTION
 FK0221
 FK0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0221'AT ARAPAHO.
 FK0221'AT ARAPAHO 185 FEET NORTHEAST OF ST. LOUIS AND SAN FRANCISCO
 FK0221'STATION, 65 FEET EAST OF CENTER LINE OF NEAREST RAIL OF MAIN
 FK0221'TRACK OF ST. LOUIS AND SAN FRANCISCO AND ATCHISON TOPEKA AND
 FK0221'SANTA FE TRACKS, 60 FEET SOUTHEAST OF MILEPOST 675-18, 40 FEET
 FK0221'NORTH OF CENTER LINE OF SECTION LINE ROAD.
 FK0221
 FK0221                          STATION RECOVERY (1981)
 FK0221
 FK0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0221'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0251 ***********************************************************************
 FK0251  DESIGNATION -  J 114
 FK0251  PID         -  FK0251
 FK0251  STATE/COUNTY-  OK/DEWEY
 FK0251  COUNTRY     -  US
 FK0251  USGS QUAD   -  PUTNAM (2018)
 FK0251
 FK0251                         *CURRENT SURVEY CONTROL
 FK0251  ______________________________________________________________________
 FK0251* NAD 83(1986) POSITION- 35 51 17.     (N) 098 58 09.     (W)   SCALED
 FK0251* NAVD 88 ORTHO HEIGHT -   597.398 (meters)     1959.96  (feet) ADJUSTED
 FK0251  ______________________________________________________________________
 FK0251  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 FK0251  DYNAMIC HEIGHT  -        596.802 (meters)     1958.01  (feet) COMP
 FK0251  MODELED GRAVITY -    979,616.1   (mgal)                       NAVD 88
 FK0251
 FK0251  VERT ORDER      -  SECOND    CLASS 0
 FK0251
 FK0251.The horizontal coordinates were scaled from a map and have
 FK0251.an estimated accuracy of +/- 6 seconds.
 FK0251
 FK0251.The orthometric height was determined by differential leveling and
 FK0251.adjusted by the NATIONAL GEODETIC SURVEY
 FK0251.in June 1991.
 FK0251
 FK0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0251.GEOID18 height accuracy estimate available here.
 FK0251
 FK0251.Click photographs - Photos may exist for this station.
 FK0251
 FK0251.The dynamic height is computed by dividing the NAVD 88
 FK0251.geopotential number by the normal gravity value computed on the
 FK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0251.degrees latitude (g = 980.6199 gals.).
 FK0251
 FK0251.The modeled gravity was interpolated from observed gravity values.
 FK0251
 FK0251;                    North         East    Units  Estimated Accuracy
 FK0251;SPC OK N     -    95,270.      512,460.      MT  (+/- 180 meters Scaled)
 FK0251
 FK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE027678(NAD 83)
 FK0251
 FK0251                          SUPERSEDED SURVEY CONTROL
 FK0251
 FK0251  NGVD 29 (??/??/92)  597.160  (m)         1959.18   (f) ADJ UNCH    2 0
 FK0251
 FK0251.Superseded values are not recommended for survey control.
 FK0251
 FK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0251.See file dsdata.pdf to determine how the superseded data were derived.
 FK0251
 FK0251_MARKER: DB = BENCH MARK DISK
 FK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0251_STAMPING: J 114 1935
 FK0251_MARK LOGO: CGS
 FK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0251+STABILITY: SURFACE MOTION
 FK0251
 FK0251  HISTORY     - Date     Condition        Report By
 FK0251  HISTORY     - 1935     MONUMENTED       CGS
 FK0251  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0251
 FK0251                          STATION DESCRIPTION
 FK0251
 FK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0251'AT PUTNAM.
 FK0251'AT PUTNAM, DEWEY COUNTY, 65 FEET SOUTH OF HOWELLS REPAIR SHOP,
 FK0251'AND 55 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14.  A
 FK0251'STANDARD DISK, AND SET IN THE TOP OF A CONCRETE POST.
 FK0251
 FK0251                          STATION RECOVERY (1984)
 FK0251
 FK0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0200 ***********************************************************************
 EM0200  DESIGNATION -  J 123
 EM0200  PID         -  EM0200
 EM0200  STATE/COUNTY-  OK/KIOWA
 EM0200  COUNTRY     -  US
 EM0200  USGS QUAD   -  LONE WOLF (2018)
 EM0200
 EM0200                         *CURRENT SURVEY CONTROL
 EM0200  ______________________________________________________________________
 EM0200* NAD 83(1986) POSITION- 34 58 50.     (N) 099 14 36.     (W)   SCALED
 EM0200* NAVD 88 ORTHO HEIGHT -   475.321 (meters)     1559.45  (feet) ADJUSTED
 EM0200  ______________________________________________________________________
 EM0200  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 EM0200  DYNAMIC HEIGHT  -        474.861 (meters)     1557.94  (feet) COMP
 EM0200  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 EM0200
 EM0200  VERT ORDER      -  SECOND    CLASS 0
 EM0200
 EM0200.The horizontal coordinates were scaled from a map and have
 EM0200.an estimated accuracy of +/- 6 seconds.
 EM0200
 EM0200.The orthometric height was determined by differential leveling and
 EM0200.adjusted by the NATIONAL GEODETIC SURVEY
 EM0200.in June 1991.
 EM0200
 EM0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0200.GEOID18 height accuracy estimate available here.
 EM0200
 EM0200.Click photographs - Photos may exist for this station.
 EM0200
 EM0200.The dynamic height is computed by dividing the NAVD 88
 EM0200.geopotential number by the normal gravity value computed on the
 EM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0200.degrees latitude (g = 980.6199 gals.).
 EM0200
 EM0200.The modeled gravity was interpolated from observed gravity values.
 EM0200
 EM0200;                    North         East    Units  Estimated Accuracy
 EM0200;SPC OK S     -   183,420.      486,480.      MT  (+/- 180 meters Scaled)
 EM0200
 EM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD777709(NAD 83)
 EM0200
 EM0200                          SUPERSEDED SURVEY CONTROL
 EM0200
 EM0200  NGVD 29 (??/??/92)  475.157  (m)         1558.91   (f) ADJ UNCH    2 0
 EM0200
 EM0200.Superseded values are not recommended for survey control.
 EM0200
 EM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0200.See file dsdata.pdf to determine how the superseded data were derived.
 EM0200
 EM0200_MARKER: DB = BENCH MARK DISK
 EM0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0200_STAMPING: J 123 1961
 EM0200_MARK LOGO: CGS
 EM0200_PROJECTION: FLUSH
 EM0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0200+STABILITY: SURFACE MOTION
 EM0200
 EM0200  HISTORY     - Date     Condition        Report By
 EM0200  HISTORY     - 1961     MONUMENTED       CGS
 EM0200
 EM0200                          STATION DESCRIPTION
 EM0200
 EM0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0200'1.3 MI S FROM LONE WOLF.
 EM0200'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE WOLF,
 EM0200'THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY 44, 62 FEET WEST OF THE
 EM0200'CENTER OF THE HIGHWAY, 41 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 EM0200'1.3 FEET EAST OF A WITNESS POST, SET IN A SQUARE CONCRETE MONUMENT
 EM0200'THAT IS FLUSH WITH THE GROUND, AND 4 FEET LOWER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0496 ***********************************************************************
 EM0496  DESIGNATION -  J 124
 EM0496  PID         -  EM0496
 EM0496  STATE/COUNTY-  OK/GREER
 EM0496  COUNTRY     -  US
 EM0496  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0496
 EM0496                         *CURRENT SURVEY CONTROL
 EM0496  ______________________________________________________________________
 EM0496* NAD 83(1986) POSITION- 34 50 00.     (N) 099 31 55.     (W)   SCALED
 EM0496* NAVD 88 ORTHO HEIGHT -   508.151 (meters)     1667.16  (feet) ADJUSTED
 EM0496  ______________________________________________________________________
 EM0496  GEOID HEIGHT    -        -26.920 (meters)                     GEOID18
 EM0496  DYNAMIC HEIGHT  -        507.610 (meters)     1665.38  (feet) COMP
 EM0496  MODELED GRAVITY -    979,554.9   (mgal)                       NAVD 88
 EM0496
 EM0496  VERT ORDER      -  SECOND    CLASS 0
 EM0496
 EM0496.The horizontal coordinates were scaled from a map and have
 EM0496.an estimated accuracy of +/- 6 seconds.
 EM0496
 EM0496.The orthometric height was determined by differential leveling and
 EM0496.adjusted by the NATIONAL GEODETIC SURVEY
 EM0496.in June 1991.
 EM0496
 EM0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0496.GEOID18 height accuracy estimate available here.
 EM0496
 EM0496.Click photographs - Photos may exist for this station.
 EM0496
 EM0496.The dynamic height is computed by dividing the NAVD 88
 EM0496.geopotential number by the normal gravity value computed on the
 EM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0496.degrees latitude (g = 980.6199 gals.).
 EM0496
 EM0496.The modeled gravity was interpolated from observed gravity values.
 EM0496
 EM0496;                    North         East    Units  Estimated Accuracy
 EM0496;SPC OK S     -   167,450.      459,880.      MT  (+/- 180 meters Scaled)
 EM0496
 EM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD513546(NAD 83)
 EM0496
 EM0496                          SUPERSEDED SURVEY CONTROL
 EM0496
 EM0496  NGVD 29 (??/??/92)  507.943  (m)         1666.48   (f) ADJ UNCH    2 0
 EM0496
 EM0496.Superseded values are not recommended for survey control.
 EM0496
 EM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0496.See file dsdata.pdf to determine how the superseded data were derived.
 EM0496
 EM0496_MARKER: DB = BENCH MARK DISK
 EM0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0496_SP_SET: CULVERT ABUTMENT
 EM0496_STAMPING: J 124 1961
 EM0496_MARK LOGO: CGS
 EM0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0496+STABILITY: SURFACE MOTION
 EM0496
 EM0496  HISTORY     - Date     Condition        Report By
 EM0496  HISTORY     - 1961     MONUMENTED       CGS
 EM0496
 EM0496                          STATION DESCRIPTION
 EM0496
 EM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0496'3.55 MI S FROM MANGUM.
 EM0496'3.55 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0496'MANGUM, 23 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTH OF THE
 EM0496'WITNESS POST, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE EAST
 EM0496'ABUTMENT OF A CONCRETE CULVERT THAT IS ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0328 ***********************************************************************
 GH0328  DESIGNATION -  J 125
 GH0328  PID         -  GH0328
 GH0328  STATE/COUNTY-  OK/PAYNE
 GH0328  COUNTRY     -  US
 GH0328  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0328
 GH0328                         *CURRENT SURVEY CONTROL
 GH0328  ______________________________________________________________________
 GH0328* NAD 83(1986) POSITION- 36 09 28.     (N) 097 05 03.     (W)   SCALED
 GH0328* NAVD 88 ORTHO HEIGHT -   292.496 (meters)      959.63  (feet) ADJUSTED
 GH0328  ______________________________________________________________________
 GH0328  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GH0328  DYNAMIC HEIGHT  -        292.235 (meters)      958.77  (feet) COMP
 GH0328  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 GH0328
 GH0328  VERT ORDER      -  SECOND    CLASS 0
 GH0328
 GH0328.This mark is at Stillwater Airport (SWO)
 GH0328
 GH0328.The horizontal coordinates were scaled from a map and have
 GH0328.an estimated accuracy of +/- 6 seconds.
 GH0328
 GH0328.The orthometric height was determined by differential leveling and
 GH0328.adjusted by the NATIONAL GEODETIC SURVEY
 GH0328.in June 1991.
 GH0328
 GH0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0328.GEOID18 height accuracy estimate available here.
 GH0328
 GH0328.Click photographs - Photos may exist for this station.
 GH0328
 GH0328.The dynamic height is computed by dividing the NAVD 88
 GH0328.geopotential number by the normal gravity value computed on the
 GH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0328.degrees latitude (g = 980.6199 gals.).
 GH0328
 GH0328.The modeled gravity was interpolated from observed gravity values.
 GH0328
 GH0328;                    North         East    Units  Estimated Accuracy
 GH0328;SPC OK N     -   128,850.      682,400.      MT  (+/- 180 meters Scaled)
 GH0328
 GH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF723031(NAD 83)
 GH0328
 GH0328                          SUPERSEDED SURVEY CONTROL
 GH0328
 GH0328  NGVD 29 (??/??/92)  292.380  (m)          959.25   (f) ADJ UNCH    2 0
 GH0328
 GH0328.Superseded values are not recommended for survey control.
 GH0328
 GH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0328.See file dsdata.pdf to determine how the superseded data were derived.
 GH0328
 GH0328_MARKER: DT = TOPOGRAPHIC STATION DISK
 GH0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0328_SP_SET: BUILDING
 GH0328_STAMPING: J 125 1934
 GH0328_MARK LOGO: CGS
 GH0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0328
 GH0328  HISTORY     - Date     Condition        Report By
 GH0328  HISTORY     - 1934     MONUMENTED       CGS
 GH0328  HISTORY     - 1964     GOOD             CGS
 GH0328  HISTORY     - 1969     GOOD             CGS
 GH0328
 GH0328                          STATION DESCRIPTION
 GH0328
 GH0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GH0328'AT STILLWATER.
 GH0328'LOCATED AT SEARCY FIELD, STILLWATER MUNICIPAL AIRPORT, IN THE NORTH
 GH0328'WALL OF THE WING OF THE ADMINISTRATION BUILDING THAT EXTENDS TO
 GH0328'THE WEST AND HOUSES THE TICKET OFFICE.  THE MARK IS SET VERTICALLY,
 GH0328'8.85 FEET WEST OF THE LOBBY ENTRANCE, 7.3 FEET EAST OF THE NORTHWEST
 GH0328'CORNER OF THE WING, AND 2.65 FEET ABOVE THE SIDEWALK.
 GH0328
 GH0328                          STATION RECOVERY (1969)
 GH0328
 GH0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GH0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0535 ***********************************************************************
 GH0535  DESIGNATION -  J 13
 GH0535  PID         -  GH0535
 GH0535  STATE/COUNTY-  OK/GRANT
 GH0535  COUNTRY     -  US
 GH0535  USGS QUAD   -  MEDFORD NE (2018)
 GH0535
 GH0535                         *CURRENT SURVEY CONTROL
 GH0535  ______________________________________________________________________
 GH0535* NAD 83(1986) POSITION- 36 59 11.     (N) 097 36 41.     (W)   SCALED
 GH0535* NAVD 88 ORTHO HEIGHT -   366.232 (meters)     1201.55  (feet) ADJUSTED
 GH0535  ______________________________________________________________________
 GH0535  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 GH0535  DYNAMIC HEIGHT  -        365.929 (meters)     1200.55  (feet) COMP
 GH0535  MODELED GRAVITY -    979,792.5   (mgal)                       NAVD 88
 GH0535
 GH0535  VERT ORDER      -  FIRST     CLASS II
 GH0535
 GH0535.The horizontal coordinates were scaled from a map and have
 GH0535.an estimated accuracy of +/- 6 seconds.
 GH0535
 GH0535.The orthometric height was determined by differential leveling and
 GH0535.adjusted by the NATIONAL GEODETIC SURVEY
 GH0535.in June 1991.
 GH0535
 GH0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0535.GEOID18 height accuracy estimate available here.
 GH0535
 GH0535.Click photographs - Photos may exist for this station.
 GH0535
 GH0535.The dynamic height is computed by dividing the NAVD 88
 GH0535.geopotential number by the normal gravity value computed on the
 GH0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0535.degrees latitude (g = 980.6199 gals.).
 GH0535
 GH0535.The modeled gravity was interpolated from observed gravity values.
 GH0535
 GH0535;                    North         East    Units  Estimated Accuracy
 GH0535;SPC OK N     -   220,480.      634,600.      MT  (+/- 180 meters Scaled)
 GH0535
 GH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF235942(NAD 83)
 GH0535
 GH0535                          SUPERSEDED SURVEY CONTROL
 GH0535
 GH0535  NGVD 29 (??/??/92)  366.124  (m)         1201.19   (f) ADJ UNCH    1 2
 GH0535
 GH0535.Superseded values are not recommended for survey control.
 GH0535
 GH0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0535.See file dsdata.pdf to determine how the superseded data were derived.
 GH0535
 GH0535_MARKER: DB = BENCH MARK DISK
 GH0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0535_STAMPING: J 13 1933
 GH0535_MARK LOGO: CGS
 GH0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0535+STABILITY: SURFACE MOTION
 GH0535
 GH0535  HISTORY     - Date     Condition        Report By
 GH0535  HISTORY     - 1933     MONUMENTED       CGS
 GH0535
 GH0535                          STATION DESCRIPTION
 GH0535
 GH0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0535'3.2 MI S FROM CALDWELL.
 GH0535'IN GRANT COUNTY, OKLAHOMA, 3-1/4 MILES SOUTH ALONG THE CHICAGO,
 GH0535'ROCK ISLAND AND PACIFIC RAILROAD FROM CALDWELL, SUMNER COUNTY,
 GH0535'KANSAS, 3/4 MILE SOUTH OF THE KANSAS-OKLAHOMA STATE LINE, 4
 GH0535'YARDS SOUTH OF POLE 297+25, 144 YARDS NORTH OF A CROSS ROAD,
 GH0535'10 YARDS WEST OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH
 GH0535'A ROW OF POLES.  A STANDARD DISK, STAMPED J 13 1933 AND SET
 GH0535'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0275 ***********************************************************************
 GH0275  DESIGNATION -  J 130
 GH0275  PID         -  GH0275
 GH0275  STATE/COUNTY-  OK/KAY
 GH0275  COUNTRY     -  US
 GH0275  USGS QUAD   -  PONCA CITY (2018)
 GH0275
 GH0275                         *CURRENT SURVEY CONTROL
 GH0275  ______________________________________________________________________
 GH0275* NAD 83(1986) POSITION- 36 42 12.2    (N) 097 04 46.2    (W)   HD_HELD2
 GH0275* NAVD 88 ORTHO HEIGHT -   310.032 (meters)     1017.16  (feet) ADJUSTED
 GH0275  ______________________________________________________________________
 GH0275  GEOID HEIGHT    -        -28.873 (meters)                     GEOID18
 GH0275  DYNAMIC HEIGHT  -        309.768 (meters)     1016.30  (feet) COMP
 GH0275  MODELED GRAVITY -    979,769.2   (mgal)                       NAVD 88
 GH0275
 GH0275  VERT ORDER      -  SECOND    CLASS 0
 GH0275
 GH0275.The horizontal coordinates were established by autonomous hand held GPS
 GH0275.observations and have an estimated accuracy of +/- 10 meters.
 GH0275
 GH0275.The orthometric height was determined by differential leveling and
 GH0275.adjusted by the NATIONAL GEODETIC SURVEY
 GH0275.in June 1991.
 GH0275
 GH0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0275.GEOID18 height accuracy estimate available here.
 GH0275
 GH0275.Click photographs - Photos may exist for this station.
 GH0275
 GH0275.The dynamic height is computed by dividing the NAVD 88
 GH0275.geopotential number by the normal gravity value computed on the
 GH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0275.degrees latitude (g = 980.6199 gals.).
 GH0275
 GH0275.The modeled gravity was interpolated from observed gravity values.
 GH0275
 GH0275;                    North         East    Units  Estimated Accuracy
 GH0275;SPC OK N     -   189,391.      682,250.      MT  (+/- 10 meters HH2 GPS)
 GH0275
 GH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7154963687(NAD 83)
 GH0275
 GH0275                          SUPERSEDED SURVEY CONTROL
 GH0275
 GH0275  NGVD 29 (??/??/92)  309.903  (m)         1016.74   (f) ADJ UNCH    2 0
 GH0275
 GH0275.Superseded values are not recommended for survey control.
 GH0275
 GH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0275.See file dsdata.pdf to determine how the superseded data were derived.
 GH0275
 GH0275_MARKER: DB = BENCH MARK DISK
 GH0275_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GH0275_SP_SET: BALUSTRADE
 GH0275_STAMPING: J 130 1934
 GH0275_MARK LOGO: CGS
 GH0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0275
 GH0275  HISTORY     - Date     Condition        Report By
 GH0275  HISTORY     - 1934     MONUMENTED       CGS
 GH0275  HISTORY     - 1980     GOOD             NGS
 GH0275  HISTORY     - 20090808 GOOD             GEOCAC
 GH0275
 GH0275                          STATION DESCRIPTION
 GH0275
 GH0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0275'IN PONCA CITY.
 GH0275'AT PONCA CITY, KAY COUNTY, AT THE FRONT ENTRANCE TO THE POST
 GH0275'OFFICE, 24.6 FEET EAST OF THE CENTER LINE OF THE FRONT ENTRANCE
 GH0275'STEPS, 22.6 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 2.6
 GH0275'FEET NORTH OF THE NORTH WALL, AND IN THE CENTER OF THE TOP OF THE
 GH0275'EAST BALUSTRADE OF THE STEPS.  A STANDARD DISK, STAMPED J 130 1934.
 GH0275
 GH0275                          STATION RECOVERY (1980)
 GH0275
 GH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 GH0275'RECOVERED IN GOOD CONDITION.
 GH0275
 GH0275                          STATION RECOVERY (2009)
 GH0275
 GH0275'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GH0275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0228 ***********************************************************************
 GH0228  DESIGNATION -  J 131
 GH0228  PID         -  GH0228
 GH0228  STATE/COUNTY-  OK/KAY
 GH0228  COUNTRY     -  US
 GH0228  USGS QUAD   -  BLACKWELL (2018)
 GH0228
 GH0228                         *CURRENT SURVEY CONTROL
 GH0228  ______________________________________________________________________
 GH0228* NAD 83(1986) POSITION- 36 48 13.81   (N) 097 20 13.85   (W)   HD_HELD1
 GH0228* NAVD 88 ORTHO HEIGHT -   318.786 (meters)     1045.88  (feet) ADJUSTED
 GH0228  ______________________________________________________________________
 GH0228  GEOID HEIGHT    -        -28.686 (meters)                     GEOID18
 GH0228  DYNAMIC HEIGHT  -        318.515 (meters)     1044.99  (feet) COMP
 GH0228  MODELED GRAVITY -    979,773.6   (mgal)                       NAVD 88
 GH0228
 GH0228  VERT ORDER      -  SECOND    CLASS 0
 GH0228
 GH0228.The horizontal coordinates were determined by differentially corrected
 GH0228.hand held GPS observations or other comparable positioning techniques
 GH0228.and have an estimated accuracy of +/- 3 meters.
 GH0228
 GH0228.The orthometric height was determined by differential leveling and
 GH0228.adjusted by the NATIONAL GEODETIC SURVEY
 GH0228.in June 1991.
 GH0228
 GH0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0228.GEOID18 height accuracy estimate available here.
 GH0228
 GH0228.Click photographs - Photos may exist for this station.
 GH0228
 GH0228.The dynamic height is computed by dividing the NAVD 88
 GH0228.geopotential number by the normal gravity value computed on the
 GH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0228.degrees latitude (g = 980.6199 gals.).
 GH0228
 GH0228.The modeled gravity was interpolated from observed gravity values.
 GH0228
 GH0228;                    North         East    Units  Estimated Accuracy
 GH0228;SPC OK N     -   200,350.0     659,149.8     MT  (+/- 3 meters HH1 GPS) 
 GH0228
 GH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4833674401(NAD 83)
 GH0228
 GH0228                          SUPERSEDED SURVEY CONTROL
 GH0228
 GH0228  NGVD 29 (??/??/92)  318.677  (m)         1045.53   (f) ADJ UNCH    2 0
 GH0228
 GH0228.Superseded values are not recommended for survey control.
 GH0228
 GH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0228.See file dsdata.pdf to determine how the superseded data were derived.
 GH0228
 GH0228_MARKER: DB = BENCH MARK DISK
 GH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0228_STAMPING: J 131 1934
 GH0228_MARK LOGO: CGS
 GH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0228+STABILITY: SURFACE MOTION
 GH0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0228+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 GH0228
 GH0228  HISTORY     - Date     Condition        Report By
 GH0228  HISTORY     - 1934     MONUMENTED       CGS
 GH0228  HISTORY     - 20140122 GOOD             GEOCAC
 GH0228
 GH0228                          STATION DESCRIPTION
 GH0228
 GH0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0228'3.1 MI W FROM BLACKWELL.
 GH0228'ABOUT 3.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0228'RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 0.4
 GH0228'MILE EAST OF MILEPOST 124, ABOUT 150 FEET WEST OF CULVERT 124 A,
 GH0228'AT A GRAVEL-ROAD CROSSING, 46.8 FEET SOUTH OF THE CENTER LINE
 GH0228'OF THE TRACK, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 GH0228'3 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 GH0228'DISK, STAMPED J 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0228
 GH0228                          STATION RECOVERY (2014)
 GH0228
 GH0228'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0228'FROM THE INTERSECTION OF STATE HWY 11 AND S 44TH ST, ABOUT 0.5 MILE
 GH0228'SOUTH ON S 44TH ST, TO THE FORMER RAILROAD RIGHT-OF-WAY, AND THE MARK
 GH0228'ON THE RIGHT.   ABOUT 3 FOOT NORTH OF A WOOD UTILITY POLE, AND BETWEEN
 GH0228'2 STEEL WITNESS POSTS SET 1.5 FEET TO THE NORTH AND SOUTH, SET IN THE
 GH0228'TOP OF A 10 INCH SQUARE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0020 ***********************************************************************
 GH0020  DESIGNATION -  J 133
 GH0020  PID         -  GH0020
 GH0020  STATE/COUNTY-  OK/OSAGE
 GH0020  COUNTRY     -  US
 GH0020  USGS QUAD   -  BARNSDALL (2018)
 GH0020
 GH0020                         *CURRENT SURVEY CONTROL
 GH0020  ______________________________________________________________________
 GH0020* NAD 83(1986) POSITION- 36 35 00.     (N) 096 10 28.     (W)   SCALED
 GH0020* NAVD 88 ORTHO HEIGHT -   224.677 (meters)      737.13  (feet) ADJUSTED
 GH0020  ______________________________________________________________________
 GH0020  GEOID HEIGHT    -        -28.513 (meters)                     GEOID18
 GH0020  DYNAMIC HEIGHT  -        224.493 (meters)      736.52  (feet) COMP
 GH0020  MODELED GRAVITY -    979,809.6   (mgal)                       NAVD 88
 GH0020
 GH0020  VERT ORDER      -  SECOND    CLASS 0
 GH0020
 GH0020.The horizontal coordinates were scaled from a map and have
 GH0020.an estimated accuracy of +/- 6 seconds.
 GH0020
 GH0020.The orthometric height was determined by differential leveling and
 GH0020.adjusted by the NATIONAL GEODETIC SURVEY
 GH0020.in June 1991.
 GH0020
 GH0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0020.GEOID18 height accuracy estimate available here.
 GH0020
 GH0020.Click photographs - Photos may exist for this station.
 GH0020
 GH0020.The dynamic height is computed by dividing the NAVD 88
 GH0020.geopotential number by the normal gravity value computed on the
 GH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0020.degrees latitude (g = 980.6199 gals.).
 GH0020
 GH0020.The modeled gravity was interpolated from observed gravity values.
 GH0020
 GH0020;                    North         East    Units  Estimated Accuracy
 GH0020;SPC OK N     -   177,220.      763,360.      MT  (+/- 180 meters Scaled)
 GH0020
 GH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF528523(NAD 83)
 GH0020
 GH0020                          SUPERSEDED SURVEY CONTROL
 GH0020
 GH0020  NGVD 29 (??/??/92)  224.567  (m)          736.77   (f) ADJ UNCH    2 0
 GH0020
 GH0020.Superseded values are not recommended for survey control.
 GH0020
 GH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0020.See file dsdata.pdf to determine how the superseded data were derived.
 GH0020
 GH0020_MARKER: DB = BENCH MARK DISK
 GH0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0020_STAMPING: J 133 1934
 GH0020_MARK LOGO: CGS
 GH0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0020+STABILITY: SURFACE MOTION
 GH0020
 GH0020  HISTORY     - Date     Condition        Report By
 GH0020  HISTORY     - 1934     MONUMENTED       CGS
 GH0020
 GH0020                          STATION DESCRIPTION
 GH0020
 GH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0020'1.6 MI NW FROM BARNSDALL.
 GH0020'1.6 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0020'THE STATION AT BARNSDALL, OSAGE COUNTY, 1.4 MILES SOUTHEAST OF
 GH0020'THE SIDING AT TALLANT, 960 FEET SOUTHEAST OF MILEPOST 189, AT
 GH0020'THE NORTHWEST END OF A CUT THROUGH A HILL, AT A DIRT-ROAD
 GH0020'CROSSING, 90 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 GH0020'27 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 3.8 FEET
 GH0020'SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED J 133 1934 AND
 GH0020'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0502 ***********************************************************************
 GG0502  DESIGNATION -  J 135
 GG0502  PID         -  GG0502
 GG0502  STATE/COUNTY-  OK/NOWATA
 GG0502  COUNTRY     -  US
 GG0502  USGS QUAD   -  OGLESBY (2018)
 GG0502
 GG0502                         *CURRENT SURVEY CONTROL
 GG0502  ______________________________________________________________________
 GG0502* NAD 83(1986) POSITION- 36 43 25.     (N) 095 47 13.     (W)   SCALED
 GG0502* NAVD 88 ORTHO HEIGHT -   259.558 (meters)      851.57  (feet) ADJUSTED
 GG0502  ______________________________________________________________________
 GG0502  GEOID HEIGHT    -        -29.294 (meters)                     GEOID18
 GG0502  DYNAMIC HEIGHT  -        259.342 (meters)      850.86  (feet) COMP
 GG0502  MODELED GRAVITY -    979,793.9   (mgal)                       NAVD 88
 GG0502
 GG0502  VERT ORDER      -  SECOND    CLASS 0
 GG0502
 GG0502.The horizontal coordinates were scaled from a map and have
 GG0502.an estimated accuracy of +/- 6 seconds.
 GG0502
 GG0502.The orthometric height was determined by differential leveling and
 GG0502.adjusted by the NATIONAL GEODETIC SURVEY
 GG0502.in June 1991.
 GG0502
 GG0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0502.GEOID18 height accuracy estimate available here.
 GG0502
 GG0502.Click photographs - Photos may exist for this station.
 GG0502
 GG0502.The dynamic height is computed by dividing the NAVD 88
 GG0502.geopotential number by the normal gravity value computed on the
 GG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0502.degrees latitude (g = 980.6199 gals.).
 GG0502
 GG0502.The modeled gravity was interpolated from observed gravity values.
 GG0502
 GG0502;                    North         East    Units  Estimated Accuracy
 GG0502;SPC OK N     -   193,500.      797,680.      MT  (+/- 180 meters Scaled)
 GG0502
 GG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA511678(NAD 83)
 GG0502
 GG0502                          SUPERSEDED SURVEY CONTROL
 GG0502
 GG0502  NGVD 29 (??/??/92)  259.429  (m)          851.14   (f) ADJ UNCH    2 0
 GG0502
 GG0502.Superseded values are not recommended for survey control.
 GG0502
 GG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0502.See file dsdata.pdf to determine how the superseded data were derived.
 GG0502
 GG0502_MARKER: DB = BENCH MARK DISK
 GG0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0502_STAMPING: J 135 1934
 GG0502_MARK LOGO: CGS
 GG0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0502+STABILITY: SURFACE MOTION
 GG0502
 GG0502  HISTORY     - Date     Condition        Report By
 GG0502  HISTORY     - 1934     MONUMENTED       CGS
 GG0502  HISTORY     - 1969     GOOD             CGS
 GG0502  HISTORY     - 1988     POOR             USPSQD
 GG0502
 GG0502                          STATION DESCRIPTION
 GG0502
 GG0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0502'9.1 MI W FROM NOWATA.
 GG0502'9.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0502'AND SANTA FE RAILWAY STATION AT NOWATA, COUNTY, 2.0 MILES EAST
 GG0502'OF THE STEEL BRIDGE OVER HOGSHOOTER CREEK, 0.3 MILE SOUTHEAST
 GG0502'OF A SHARP CURVE, 350 FEET NORTHWEST OF THE SUMMIT OF THE
 GG0502'HIGHWAY OVER A HILL, 36 FEET NORTHEAST OF THE CENTERLINE OF
 GG0502'THE HIGHWAY, AND 3.5 FEET SOUTHEAST OF A POLE.  A STANDARD
 GG0502'DISK, STAMPED J 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0502
 GG0502                          STATION RECOVERY (1969)
 GG0502
 GG0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GG0502'RECOVERED IN GOOD CONDITION.
 GG0502
 GG0502                          STATION RECOVERY (1988)
 GG0502
 GG0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0502'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0098 ***********************************************************************
 GH0098  DESIGNATION -  J 136
 GH0098  PID         -  GH0098
 GH0098  STATE/COUNTY-  OK/OSAGE
 GH0098  COUNTRY     -  US
 GH0098  USGS QUAD   -  HOMINY (2018)
 GH0098
 GH0098                         *CURRENT SURVEY CONTROL
 GH0098  ______________________________________________________________________
 GH0098* NAD 83(1986) POSITION- 36 28 27.     (N) 096 22 45.     (W)   SCALED
 GH0098* NAVD 88 ORTHO HEIGHT -   235.068 (meters)      771.22  (feet) ADJUSTED
 GH0098  ______________________________________________________________________
 GH0098  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 GH0098  DYNAMIC HEIGHT  -        234.873 (meters)      770.58  (feet) COMP
 GH0098  MODELED GRAVITY -    979,796.4   (mgal)                       NAVD 88
 GH0098
 GH0098  VERT ORDER      -  SECOND    CLASS 0
 GH0098
 GH0098.The horizontal coordinates were scaled from a map and have
 GH0098.an estimated accuracy of +/- 6 seconds.
 GH0098
 GH0098.The orthometric height was determined by differential leveling and
 GH0098.adjusted by the NATIONAL GEODETIC SURVEY
 GH0098.in June 1991.
 GH0098
 GH0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0098.GEOID18 height accuracy estimate available here.
 GH0098
 GH0098.Click photographs - Photos may exist for this station.
 GH0098
 GH0098.The dynamic height is computed by dividing the NAVD 88
 GH0098.geopotential number by the normal gravity value computed on the
 GH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0098.degrees latitude (g = 980.6199 gals.).
 GH0098
 GH0098.The modeled gravity was interpolated from observed gravity values.
 GH0098
 GH0098;                    North         East    Units  Estimated Accuracy
 GH0098;SPC OK N     -   164,780.      745,250.      MT  (+/- 180 meters Scaled)
 GH0098
 GH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF348397(NAD 83)
 GH0098
 GH0098                          SUPERSEDED SURVEY CONTROL
 GH0098
 GH0098  NGVD 29 (??/??/92)  234.966  (m)          770.88   (f) ADJ UNCH    2 0
 GH0098
 GH0098.Superseded values are not recommended for survey control.
 GH0098
 GH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0098.See file dsdata.pdf to determine how the superseded data were derived.
 GH0098
 GH0098_MARKER: DB = BENCH MARK DISK
 GH0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0098_SP_SET: BRIDGE PIER
 GH0098_STAMPING: J 136 1934
 GH0098_MARK LOGO: CGS
 GH0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0098
 GH0098  HISTORY     - Date     Condition        Report By
 GH0098  HISTORY     - 1934     MONUMENTED       CGS
 GH0098
 GH0098                          STATION DESCRIPTION
 GH0098
 GH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0098'4.6 MI N FROM HOMINY.
 GH0098'4.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0098'THE STATION AT HOMINY, OSAGE COUNTY, 0.5 MILE SOUTH OF MILEPOST
 GH0098'231, AT STEEL BRIDGE A 231.5 OVER HOMINY CREEK, IN THE TOP
 GH0098'OF THE SOUTH CONCRETE PIER, AND 12 FEET EAST OF THE CENTERLINE
 GH0098'OF THE TRACK.  A STANDARD DISK, STAMPED J 136 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0433 ***********************************************************************
 GG0433  DESIGNATION -  J 137
 GG0433  PID         -  GG0433
 GG0433  STATE/COUNTY-  OK/TULSA
 GG0433  COUNTRY     -  US
 GG0433  USGS QUAD   -  TULSA (2019)
 GG0433
 GG0433                         *CURRENT SURVEY CONTROL
 GG0433  ______________________________________________________________________
 GG0433* NAD 83(1986) POSITION- 36 09 10.     (N) 095 56 45.     (W)   SCALED
 GG0433* NAVD 88 ORTHO HEIGHT -   234.696 (meters)      770.00  (feet) ADJUSTED
 GG0433  ______________________________________________________________________
 GG0433  GEOID HEIGHT    -        -28.953 (meters)                     GEOID18
 GG0433  DYNAMIC HEIGHT  -        234.490 (meters)      769.32  (feet) COMP
 GG0433  MODELED GRAVITY -    979,751.3   (mgal)                       NAVD 88
 GG0433
 GG0433  VERT ORDER      -  SECOND    CLASS 0
 GG0433
 GG0433.The horizontal coordinates were scaled from a map and have
 GG0433.an estimated accuracy of +/- 6 seconds.
 GG0433
 GG0433.The orthometric height was determined by differential leveling and
 GG0433.adjusted by the NATIONAL GEODETIC SURVEY
 GG0433.in June 1991.
 GG0433
 GG0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0433.GEOID18 height accuracy estimate available here.
 GG0433
 GG0433.Click photographs - Photos may exist for this station.
 GG0433
 GG0433.The dynamic height is computed by dividing the NAVD 88
 GG0433.geopotential number by the normal gravity value computed on the
 GG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0433.degrees latitude (g = 980.6199 gals.).
 GG0433
 GG0433.The modeled gravity was interpolated from observed gravity values.
 GG0433
 GG0433;                    North         East    Units  Estimated Accuracy
 GG0433;SPC OK N     -   129,860.      784,830.      MT  (+/- 180 meters Scaled)
 GG0433
 GG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA349049(NAD 83)
 GG0433
 GG0433                          SUPERSEDED SURVEY CONTROL
 GG0433
 GG0433  NGVD 29 (??/??/92)  234.572  (m)          769.59   (f) ADJ UNCH    2 0
 GG0433
 GG0433.Superseded values are not recommended for survey control.
 GG0433
 GG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0433.See file dsdata.pdf to determine how the superseded data were derived.
 GG0433
 GG0433_MARKER: DB = BENCH MARK DISK
 GG0433_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0433_STAMPING: J 137 1934
 GG0433_MARK LOGO: CGS
 GG0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0433
 GG0433  HISTORY     - Date     Condition        Report By
 GG0433  HISTORY     - 1934     MONUMENTED       CGS
 GG0433  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0433
 GG0433                          STATION DESCRIPTION
 GG0433
 GG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0433'IN TULSA.
 GG0433'32.8 FEET EAST OF EAST SOUTH ENTRANCE TO PETROLEUM ENGINEERING
 GG0433'BUILDING, 1.9 FEET EAST OF SOUTHEAST CORNER OF PETROLEUM
 GG0433'ENGINEERING BUILDING.  TABLET SET IN PRECAST CONCRETE POST.
 GG0433
 GG0433                          STATION RECOVERY (1994)
 GG0433
 GG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0019 ***********************************************************************
 FJ0019  DESIGNATION -  J 138
 FJ0019  PID         -  FJ0019
 FJ0019  STATE/COUNTY-  OK/CREEK
 FJ0019  COUNTRY     -  US
 FJ0019  USGS QUAD   -  HEYBURN RESERVOIR (2018)
 FJ0019
 FJ0019                         *CURRENT SURVEY CONTROL
 FJ0019  ______________________________________________________________________
 FJ0019* NAD 83(1986) POSITION- 35 53 58.     (N) 096 17 52.     (W)   SCALED
 FJ0019* NAVD 88 ORTHO HEIGHT -   237.845 (meters)      780.33  (feet) ADJUSTED
 FJ0019  ______________________________________________________________________
 FJ0019  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 FJ0019  DYNAMIC HEIGHT  -        237.632 (meters)      779.63  (feet) COMP
 FJ0019  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 FJ0019
 FJ0019  VERT ORDER      -  SECOND    CLASS 0
 FJ0019
 FJ0019.The horizontal coordinates were scaled from a map and have
 FJ0019.an estimated accuracy of +/- 6 seconds.
 FJ0019
 FJ0019.The orthometric height was determined by differential leveling and
 FJ0019.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0019.in June 1991.
 FJ0019
 FJ0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0019.GEOID18 height accuracy estimate available here.
 FJ0019
 FJ0019.Click photographs - Photos may exist for this station.
 FJ0019
 FJ0019.The dynamic height is computed by dividing the NAVD 88
 FJ0019.geopotential number by the normal gravity value computed on the
 FJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0019.degrees latitude (g = 980.6199 gals.).
 FJ0019
 FJ0019.The modeled gravity was interpolated from observed gravity values.
 FJ0019
 FJ0019;                    North         East    Units  Estimated Accuracy
 FJ0019;SPC OK N     -   101,140.      753,660.      MT  (+/- 180 meters Scaled)
 FJ0019
 FJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE438761(NAD 83)
 FJ0019
 FJ0019                          SUPERSEDED SURVEY CONTROL
 FJ0019
 FJ0019  NGVD 29 (??/??/92)  237.734  (m)          779.97   (f) ADJ UNCH    2 0
 FJ0019
 FJ0019.Superseded values are not recommended for survey control.
 FJ0019
 FJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0019.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0019
 FJ0019_MARKER: DB = BENCH MARK DISK
 FJ0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0019_SP_SET: ABUTMENT
 FJ0019_STAMPING: J 138 1934
 FJ0019_MARK LOGO: CGS
 FJ0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0019
 FJ0019  HISTORY     - Date     Condition        Report By
 FJ0019  HISTORY     - 1934     MONUMENTED       CGS
 FJ0019  HISTORY     - 1969     GOOD             CGS
 FJ0019  HISTORY     - 20220616 MARK NOT FOUND   OKDOT
 FJ0019
 FJ0019                          STATION DESCRIPTION
 FJ0019
 FJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0019'5.9 MI SW FROM KELLYVILLE.
 FJ0019'5.9 MILES SOUTHWEST OF, ABOUT 1.25 MILES WEST OF HEYBURN SIDING,
 FJ0019'120 FEET EAST OF M.P. 451-20, 9.4 FEET SOUTH OF CENTERLINE OF
 FJ0019'ST. LOUIS AND SAN FRANCISCO RY., BRONZE TABLET SET HORIZONTALLY
 FJ0019'IN TOP OF CONCRETE RETAINING WALL TO CONCRETE ABUTMENT TO
 FJ0019'RAILROAD OVER-PASS OVER A N-S DIRT ROAD.
 FJ0019
 FJ0019                          STATION RECOVERY (1969)
 FJ0019
 FJ0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0019'RECOVERED IN GOOD CONDITION.
 FJ0019
 FJ0019                          STATION RECOVERY (2022)
 FJ0019
 FJ0019'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0019'MARK NOT FOUND, POSSIBLY COVERED.  THERE IS A 8 INCH (20 CM) X 12 INCH
 FJ0019'(30 CM) WOODEN RAILROAD TIE POSSIBLY COVERING IT UP AT APPROXIMATELY
 FJ0019'9.4 FT (2.9 M) SOUTH OF THE CENTERLINE RR (ODOT BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0726 ***********************************************************************
 FH0726  DESIGNATION -  J 139
 FH0726  PID         -  FH0726
 FH0726  STATE/COUNTY-  OK/WAGONER
 FH0726  COUNTRY     -  US
 FH0726  USGS QUAD   -  TAFT (2018)
 FH0726
 FH0726                         *CURRENT SURVEY CONTROL
 FH0726  ______________________________________________________________________
 FH0726* NAD 83(1986) POSITION- 35 51 48.     (N) 095 31 24.     (W)   SCALED
 FH0726* NAVD 88 ORTHO HEIGHT -   189.913 (meters)      623.07  (feet) ADJUSTED
 FH0726  ______________________________________________________________________
 FH0726  GEOID HEIGHT    -        -29.378 (meters)                     GEOID18
 FH0726  DYNAMIC HEIGHT  -        189.743 (meters)      622.52  (feet) COMP
 FH0726  MODELED GRAVITY -    979,735.6   (mgal)                       NAVD 88
 FH0726
 FH0726  VERT ORDER      -  SECOND    CLASS 0
 FH0726
 FH0726.The horizontal coordinates were scaled from a map and have
 FH0726.an estimated accuracy of +/- 6 seconds.
 FH0726
 FH0726.The orthometric height was determined by differential leveling and
 FH0726.adjusted by the NATIONAL GEODETIC SURVEY
 FH0726.in June 1991.
 FH0726
 FH0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0726.GEOID18 height accuracy estimate available here.
 FH0726
 FH0726.Click photographs - Photos may exist for this station.
 FH0726
 FH0726.The dynamic height is computed by dividing the NAVD 88
 FH0726.geopotential number by the normal gravity value computed on the
 FH0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0726.degrees latitude (g = 980.6199 gals.).
 FH0726
 FH0726.The modeled gravity was interpolated from observed gravity values.
 FH0726
 FH0726;                    North         East    Units  Estimated Accuracy
 FH0726;SPC OK N     -    98,640.      823,660.      MT  (+/- 180 meters Scaled)
 FH0726
 FH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV721717(NAD 83)
 FH0726
 FH0726                          SUPERSEDED SURVEY CONTROL
 FH0726
 FH0726  NGVD 29 (??/??/92)  189.796  (m)          622.69   (f) ADJ UNCH    2 0
 FH0726
 FH0726.Superseded values are not recommended for survey control.
 FH0726
 FH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0726.See file dsdata.pdf to determine how the superseded data were derived.
 FH0726
 FH0726_MARKER: DB = BENCH MARK DISK
 FH0726_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0726_STAMPING: J 139 1934
 FH0726_MARK LOGO: CGS
 FH0726_PROJECTION: FLUSH
 FH0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0726
 FH0726  HISTORY     - Date     Condition        Report By
 FH0726  HISTORY     - 1934     MONUMENTED       CGS
 FH0726  HISTORY     - 1969     GOOD             USGS
 FH0726
 FH0726                          STATION DESCRIPTION
 FH0726
 FH0726'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FH0726'AT PORTER.
 FH0726'AT PORTER, WAGONER COUNTY, ON THE MISSOURI KANSAS TEXAS RR.
 FH0726'87 FT. NW OF NW COR. OF THE REMAINS OF THE OLD DEPOT, 87 FT.
 FH0726'NW OF CEN OF TRACK, 3 FT. ESE OF TELEPHONE POLE, STANDARD TABLET
 FH0726'STAMPED J 139 1934 SET IN TOP OF A CONC. POST SET FLUSH WITH
 FH0726'GROUND AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0681 ***********************************************************************
 GK0681  DESIGNATION -  J 14
 GK0681  PID         -  GK0681
 GK0681  STATE/COUNTY-  OK/TEXAS
 GK0681  COUNTRY     -  US
 GK0681  USGS QUAD   -  GOODWELL (2018)
 GK0681
 GK0681                         *CURRENT SURVEY CONTROL
 GK0681  ______________________________________________________________________
 GK0681* NAD 83(1986) POSITION- 36 35 40.     (N) 101 38 14.     (W)   SCALED
 GK0681* NAVD 88 ORTHO HEIGHT -  1008.262 (meters)     3307.94  (feet) ADJUSTED
 GK0681  ______________________________________________________________________
 GK0681  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 GK0681  DYNAMIC HEIGHT  -       1007.193 (meters)     3304.43  (feet) COMP
 GK0681  MODELED GRAVITY -    979,537.5   (mgal)                       NAVD 88
 GK0681
 GK0681  VERT ORDER      -  FIRST     CLASS II
 GK0681
 GK0681.The horizontal coordinates were scaled from a map and have
 GK0681.an estimated accuracy of +/- 6 seconds.
 GK0681
 GK0681.The orthometric height was determined by differential leveling and
 GK0681.adjusted by the NATIONAL GEODETIC SURVEY
 GK0681.in June 1991.
 GK0681
 GK0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0681.GEOID18 height accuracy estimate available here.
 GK0681
 GK0681.Click photographs - Photos may exist for this station.
 GK0681
 GK0681.The dynamic height is computed by dividing the NAVD 88
 GK0681.geopotential number by the normal gravity value computed on the
 GK0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0681.degrees latitude (g = 980.6199 gals.).
 GK0681
 GK0681.The modeled gravity was interpolated from observed gravity values.
 GK0681
 GK0681;                    North         East    Units  Estimated Accuracy
 GK0681;SPC OK N     -   183,010.      274,620.      MT  (+/- 180 meters Scaled)
 GK0681
 GK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF640531(NAD 83)
 GK0681
 GK0681                          SUPERSEDED SURVEY CONTROL
 GK0681
 GK0681  NGVD 29 (??/??/92) 1007.794  (m)         3306.40   (f) ADJ UNCH    1 2
 GK0681
 GK0681.Superseded values are not recommended for survey control.
 GK0681
 GK0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0681.See file dsdata.pdf to determine how the superseded data were derived.
 GK0681
 GK0681_MARKER: DB = BENCH MARK DISK
 GK0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0681_SP_SET: BUILDING
 GK0681_STAMPING: J 14 1933
 GK0681_MARK LOGO: CGS
 GK0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0681
 GK0681  HISTORY     - Date     Condition        Report By
 GK0681  HISTORY     - 1933     MONUMENTED       CGS
 GK0681  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0681
 GK0681                          STATION DESCRIPTION
 GK0681
 GK0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0681'IN GOODWELL.
 GK0681'AT THE PANHANDLE AGRICULTURE AND MECHANICAL COLLEGE.  SET IN
 GK0681'HUGHES-STRONG HALL.  SET VERTICALLY IN THE FRONT OF THE BUILDING, ON
 GK0681'THE SOUTH SIDE OF THE SOUTH ENTRANCE.  ABOUT 4 FEET ABOVE THE LEVEL OF
 GK0681'THE STREET.
 GK0681
 GK0681                          STATION RECOVERY (1973)
 GK0681
 GK0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0492 ***********************************************************************
 FJ0492  DESIGNATION -  J 141
 FJ0492  PID         -  FJ0492
 FJ0492  STATE/COUNTY-  OK/GRADY
 FJ0492  COUNTRY     -  US
 FJ0492  USGS QUAD   -  DIBBLE (2018)
 FJ0492
 FJ0492                         *CURRENT SURVEY CONTROL
 FJ0492  ______________________________________________________________________
 FJ0492* NAD 83(1986) POSITION- 35 06 59.     (N) 097 43 56.     (W)   SCALED
 FJ0492* NAVD 88 ORTHO HEIGHT -   404.404 (meters)     1326.78  (feet) ADJUSTED
 FJ0492  ______________________________________________________________________
 FJ0492  GEOID HEIGHT    -        -26.447 (meters)                     GEOID18
 FJ0492  DYNAMIC HEIGHT  -        404.002 (meters)     1325.46  (feet) COMP
 FJ0492  MODELED GRAVITY -    979,626.9   (mgal)                       NAVD 88
 FJ0492
 FJ0492  VERT ORDER      -  SECOND    CLASS 0
 FJ0492
 FJ0492.The horizontal coordinates were scaled from a map and have
 FJ0492.an estimated accuracy of +/- 6 seconds.
 FJ0492
 FJ0492.The orthometric height was determined by differential leveling and
 FJ0492.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0492.in June 1991.
 FJ0492
 FJ0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0492.GEOID18 height accuracy estimate available here.
 FJ0492
 FJ0492.Click photographs - Photos may exist for this station.
 FJ0492
 FJ0492.The dynamic height is computed by dividing the NAVD 88
 FJ0492.geopotential number by the normal gravity value computed on the
 FJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0492.degrees latitude (g = 980.6199 gals.).
 FJ0492
 FJ0492.The modeled gravity was interpolated from observed gravity values.
 FJ0492
 FJ0492;                    North         East    Units  Estimated Accuracy
 FJ0492;SPC OK S     -   197,820.      624,410.      MT  (+/- 180 meters Scaled)
 FJ0492
 FJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD155866(NAD 83)
 FJ0492
 FJ0492                          SUPERSEDED SURVEY CONTROL
 FJ0492
 FJ0492  NGVD 29 (??/??/92)  404.284  (m)         1326.39   (f) ADJ UNCH    2 0
 FJ0492
 FJ0492.Superseded values are not recommended for survey control.
 FJ0492
 FJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0492.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0492
 FJ0492_MARKER: DB = BENCH MARK DISK
 FJ0492_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0492_STAMPING: J 141 1934
 FJ0492_MARK LOGO: CGS
 FJ0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0492
 FJ0492  HISTORY     - Date     Condition        Report By
 FJ0492  HISTORY     - 1934     MONUMENTED       CGS
 FJ0492  HISTORY     - 1963     GOOD             USGS
 FJ0492  HISTORY     - 20220316 MARK NOT FOUND   OKDOT
 FJ0492  HISTORY     - 20220322 MARK NOT FOUND   OKDOT
 FJ0492
 FJ0492                          STATION DESCRIPTION
 FJ0492
 FJ0492'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FJ0492'5.5 MI W FROM BLANCHARD.
 FJ0492'BLANCHARD, 1.5 MILES SOUTH AND 4.0 MILES WEST OF, TWPS. 7 AND 8
 FJ0492'N., R. 5 W., NEAR THE APPROX. 1/4 COR. BETWEEN SECS. 4 AND 33,
 FJ0492'24 FT. SOUTH AND 11 FT. WEST FROM CENTERLINE OF ROAD FROM A POINT
 FJ0492'IN LINE WITH FENCE NORTH, 2 FT. SOUTH OF SOUTH R.O.W. FENCE,
 FJ0492'IN CONCRETE POST PROJECTING 4 INCHES, STANDARD DISK STAMPED
 FJ0492'J 141 1934.
 FJ0492
 FJ0492                          STATION RECOVERY (2022)
 FJ0492
 FJ0492'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0492'MARK NOT FOUND, HIGH PRESSURE GAS LINE CROSSING IN AREA SIGN OF DIRT
 FJ0492'WORK IN THE PAST.  MARK POSSIBLY DESTROYED.
 FJ0492
 FJ0492                          STATION RECOVERY (2022)
 FJ0492
 FJ0492'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0379 ***********************************************************************
 EL0379  DESIGNATION -  J 142
 EL0379  PID         -  EL0379
 EL0379  STATE/COUNTY-  OK/MCCLAIN
 EL0379  COUNTRY     -  US
 EL0379  USGS QUAD   -  PAOLI (2018)
 EL0379
 EL0379                         *CURRENT SURVEY CONTROL
 EL0379  ______________________________________________________________________
 EL0379* NAD 83(1986) POSITION- 34 52 08.     (N) 097 16 42.     (W)   SCALED
 EL0379* NAVD 88 ORTHO HEIGHT -   299.259 (meters)      981.82  (feet) ADJUSTED
 EL0379  ______________________________________________________________________
 EL0379  GEOID HEIGHT    -        -25.850 (meters)                     GEOID18
 EL0379  DYNAMIC HEIGHT  -        298.966 (meters)      980.86  (feet) COMP
 EL0379  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 EL0379
 EL0379  VERT ORDER      -  SECOND    CLASS 0
 EL0379
 EL0379.The horizontal coordinates were scaled from a map and have
 EL0379.an estimated accuracy of +/- 6 seconds.
 EL0379
 EL0379.The orthometric height was determined by differential leveling and
 EL0379.adjusted by the NATIONAL GEODETIC SURVEY
 EL0379.in June 1991.
 EL0379
 EL0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0379.GEOID18 height accuracy estimate available here.
 EL0379
 EL0379.Click photographs - Photos may exist for this station.
 EL0379
 EL0379.The dynamic height is computed by dividing the NAVD 88
 EL0379.geopotential number by the normal gravity value computed on the
 EL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0379.degrees latitude (g = 980.6199 gals.).
 EL0379
 EL0379.The modeled gravity was interpolated from observed gravity values.
 EL0379
 EL0379;                    North         East    Units  Estimated Accuracy
 EL0379;SPC OK S     -   170,570.      665,980.      MT  (+/- 180 meters Scaled)
 EL0379
 EL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD573598(NAD 83)
 EL0379
 EL0379                          SUPERSEDED SURVEY CONTROL
 EL0379
 EL0379  NGVD 29 (??/??/92)  299.169  (m)          981.52   (f) ADJ UNCH    2 0
 EL0379
 EL0379.Superseded values are not recommended for survey control.
 EL0379
 EL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0379.See file dsdata.pdf to determine how the superseded data were derived.
 EL0379
 EL0379_MARKER: DB = BENCH MARK DISK
 EL0379_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0379_STAMPING: J 142 1934
 EL0379_MARK LOGO: CGS
 EL0379_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0379
 EL0379  HISTORY     - Date     Condition        Report By
 EL0379  HISTORY     - 1934     MONUMENTED       CGS
 EL0379  HISTORY     - 1963     GOOD             USGS
 EL0379  HISTORY     - 20220413 MARK NOT FOUND   OKDOT
 EL0379
 EL0379                          STATION DESCRIPTION
 EL0379
 EL0379'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0379'5.9 MI SE FROM WAYNE.
 EL0379'WAYNE, 3.6 MILES SOUTH AND 2.3 MILES EAST OF, T. 5 N., R. 1 W., NEAR
 EL0379'THE WEST 1/16 COR. BETWEEN SECS. 26 AND 35, APPROX 250 FT. SOUTHEAST
 EL0379'ALONG THE R.R. TRACKS FROM THE SECTION LINE X-ING., 276 FT. SOUTHEAST
 EL0379'ALONG THE R.R. TRACKS FROM A CULVERT UNDER THE TRACKS, 38 FT.
 EL0379'NORTHEAST OF MILEPOST 506, 46 FT. NORTHEAST (NORMAL) OF CENTERLINE
 EL0379'OF R.R. TRACKS, 434 FT. NORTHWEST ALONG THE R.R. TRACKS FROM A
 EL0379'PUT-PUT SIDING, 3 FT. WEST OF THE EAST R.O.W. FENCE, IN CONCRETE
 EL0379'POST PROJECTING 0.4 FT., STANDARD DISK STAMPED J-142 1934 PAINTED
 EL0379'B.M.
 EL0379
 EL0379                          STATION RECOVERY (2022)
 EL0379
 EL0379'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0343 ***********************************************************************
 FJ0343  DESIGNATION -  J 143
 FJ0343  PID         -  FJ0343
 FJ0343  STATE/COUNTY-  OK/CLEVELAND
 FJ0343  COUNTRY     -  US
 FJ0343  USGS QUAD   -  MOORE (2018)
 FJ0343
 FJ0343                         *CURRENT SURVEY CONTROL
 FJ0343  ______________________________________________________________________
 FJ0343* NAD 83(1986) POSITION- 35 19 10.     (N) 097 29 03.     (W)   SCALED
 FJ0343* NAVD 88 ORTHO HEIGHT -   373.637 (meters)     1225.84  (feet) ADJUSTED
 FJ0343  ______________________________________________________________________
 FJ0343  GEOID HEIGHT    -        -26.733 (meters)                     GEOID18
 FJ0343  DYNAMIC HEIGHT  -        373.275 (meters)     1224.65  (feet) COMP
 FJ0343  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 FJ0343
 FJ0343  VERT ORDER      -  SECOND    CLASS 0
 FJ0343
 FJ0343.The horizontal coordinates were scaled from a map and have
 FJ0343.an estimated accuracy of +/- 6 seconds.
 FJ0343
 FJ0343.The orthometric height was determined by differential leveling and
 FJ0343.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0343.in August 1994.
 FJ0343
 FJ0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0343.GEOID18 height accuracy estimate available here.
 FJ0343
 FJ0343.Click photographs - Photos may exist for this station.
 FJ0343
 FJ0343.The dynamic height is computed by dividing the NAVD 88
 FJ0343.geopotential number by the normal gravity value computed on the
 FJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0343.degrees latitude (g = 980.6199 gals.).
 FJ0343
 FJ0343.The modeled gravity was interpolated from observed gravity values.
 FJ0343
 FJ0343;                    North         East    Units  Estimated Accuracy
 FJ0343;SPC OK S     -   220,440.      646,910.      MT  (+/- 180 meters Scaled)
 FJ0343
 FJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE377095(NAD 83)
 FJ0343
 FJ0343                          SUPERSEDED SURVEY CONTROL
 FJ0343
 FJ0343  NAVD 88 (06/15/91)  373.710  (m)         1226.08   (f) SUPERSEDED  2 0
 FJ0343  NGVD 29 (??/??/92)  373.577  (m)         1225.64   (f) ADJ UNCH    2 0
 FJ0343
 FJ0343.Superseded values are not recommended for survey control.
 FJ0343
 FJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0343.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0343
 FJ0343_MARKER: DB = BENCH MARK DISK
 FJ0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0343_SP_SET: BRIDGE ABUTMENT
 FJ0343_STAMPING: J 143 1934
 FJ0343_MARK LOGO: CGS
 FJ0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0343
 FJ0343  HISTORY     - Date     Condition        Report By
 FJ0343  HISTORY     - 1934     MONUMENTED       CGS
 FJ0343  HISTORY     - 1954     MARK NOT FOUND   CGS
 FJ0343
 FJ0343                          STATION DESCRIPTION
 FJ0343
 FJ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FJ0343'1.2 MI S FROM MOORE.
 FJ0343'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0343'FROM THE STATION AT MOORE, 0.4 MILE SOUTH OF MILEPOST 394, AT
 FJ0343'BRIDGE 394 A OVER U.S. HIGHWAY 77, IN THE TOP OF THE SOUTHEAST
 FJ0343'END OF THE SOUTHWEST ABUTMENT, 1.5 FEET NORTHWEST OF THE TOP OF
 FJ0343'THE SLOPE, 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT,
 FJ0343'AND 8.6 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 FJ0343'DISK, STAMPED J 143 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0290 ***********************************************************************
 FJ0290  DESIGNATION -  J 144
 FJ0290  PID         -  FJ0290
 FJ0290  STATE/COUNTY-  OK/LOGAN
 FJ0290  COUNTRY     -  US
 FJ0290  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0290
 FJ0290                         *CURRENT SURVEY CONTROL
 FJ0290  ______________________________________________________________________
 FJ0290* NAD 83(1986) POSITION- 35 51 25.     (N) 097 26 15.     (W)   SCALED
 FJ0290* NAVD 88 ORTHO HEIGHT -   291.583 (meters)      956.64  (feet) ADJUSTED
 FJ0290  ______________________________________________________________________
 FJ0290  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 FJ0290  DYNAMIC HEIGHT  -        291.315 (meters)      955.76  (feet) COMP
 FJ0290  MODELED GRAVITY -    979,707.7   (mgal)                       NAVD 88
 FJ0290
 FJ0290  VERT ORDER      -  SECOND    CLASS 0
 FJ0290
 FJ0290.The horizontal coordinates were scaled from a map and have
 FJ0290.an estimated accuracy of +/- 6 seconds.
 FJ0290
 FJ0290.The orthometric height was determined by differential leveling and
 FJ0290.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0290.in June 1991.
 FJ0290
 FJ0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0290.GEOID18 height accuracy estimate available here.
 FJ0290
 FJ0290.Click photographs - Photos may exist for this station.
 FJ0290
 FJ0290.The dynamic height is computed by dividing the NAVD 88
 FJ0290.geopotential number by the normal gravity value computed on the
 FJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0290.degrees latitude (g = 980.6199 gals.).
 FJ0290
 FJ0290.The modeled gravity was interpolated from observed gravity values.
 FJ0290
 FJ0290;                    North         East    Units  Estimated Accuracy
 FJ0290;SPC OK N     -    95,230.      650,810.      MT  (+/- 180 meters Scaled)
 FJ0290
 FJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE410692(NAD 83)
 FJ0290
 FJ0290                          SUPERSEDED SURVEY CONTROL
 FJ0290
 FJ0290  NGVD 29 (??/??/92)  291.454  (m)          956.21   (f) ADJ UNCH    2 0
 FJ0290
 FJ0290.Superseded values are not recommended for survey control.
 FJ0290
 FJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0290.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0290
 FJ0290_MARKER: DB = BENCH MARK DISK
 FJ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0290_STAMPING: J 144 1934
 FJ0290_MARK LOGO: CGS
 FJ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0290+STABILITY: SURFACE MOTION
 FJ0290
 FJ0290  HISTORY     - Date     Condition        Report By
 FJ0290  HISTORY     - 1934     MONUMENTED       CGS
 FJ0290  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0290
 FJ0290                          STATION DESCRIPTION
 FJ0290
 FJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0290'1.5 MI S FROM GUTHRIE.
 FJ0290'1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0290'FROM THE STATION AT GUTHRIE, 0.1 MILE SOUTH OF MILEPOST 354,
 FJ0290'300 FEET NORTH OF A ROAD CROSSING, 150 FEET NORTHWEST OF A
 FJ0290'SIGNAL STAND, 99.1 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FJ0290'43.1 FEET NORTH OF A FENCE CORNER, 9.3 FEET WEST OF A POLE, AND
 FJ0290'1.6 FEET EAST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 FJ0290'DISK, STAMPED J 144 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0290
 FJ0290                          STATION RECOVERY (1968)
 FJ0290
 FJ0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0290'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0299 ***********************************************************************
 FJ0299  DESIGNATION -  J 145
 FJ0299  PID         -  FJ0299
 FJ0299  STATE/COUNTY-  OK/LOGAN
 FJ0299  COUNTRY     -  US
 FJ0299  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0299
 FJ0299                         *CURRENT SURVEY CONTROL
 FJ0299  ______________________________________________________________________
 FJ0299* NAD 83(1986) POSITION- 35 56 32.     (N) 097 24 19.     (W)   SCALED
 FJ0299* NAVD 88 ORTHO HEIGHT -   279.800 (meters)      917.98  (feet) ADJUSTED
 FJ0299  ______________________________________________________________________
 FJ0299  GEOID HEIGHT    -        -27.817 (meters)                     GEOID18
 FJ0299  DYNAMIC HEIGHT  -        279.543 (meters)      917.13  (feet) COMP
 FJ0299  MODELED GRAVITY -    979,709.8   (mgal)                       NAVD 88
 FJ0299
 FJ0299  VERT ORDER      -  SECOND    CLASS 0
 FJ0299
 FJ0299.The horizontal coordinates were scaled from a map and have
 FJ0299.an estimated accuracy of +/- 6 seconds.
 FJ0299
 FJ0299.The orthometric height was determined by differential leveling and
 FJ0299.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0299.in June 1991.
 FJ0299
 FJ0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0299.GEOID18 height accuracy estimate available here.
 FJ0299
 FJ0299.Click photographs - Photos may exist for this station.
 FJ0299
 FJ0299.The dynamic height is computed by dividing the NAVD 88
 FJ0299.geopotential number by the normal gravity value computed on the
 FJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0299.degrees latitude (g = 980.6199 gals.).
 FJ0299
 FJ0299.The modeled gravity was interpolated from observed gravity values.
 FJ0299
 FJ0299;                    North         East    Units  Estimated Accuracy
 FJ0299;SPC OK N     -   104,710.      653,660.      MT  (+/- 180 meters Scaled)
 FJ0299
 FJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE438787(NAD 83)
 FJ0299
 FJ0299                          SUPERSEDED SURVEY CONTROL
 FJ0299
 FJ0299  NGVD 29 (??/??/92)  279.674  (m)          917.56   (f) ADJ UNCH    2 0
 FJ0299
 FJ0299.Superseded values are not recommended for survey control.
 FJ0299
 FJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0299.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0299
 FJ0299_MARKER: DB = BENCH MARK DISK
 FJ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0299_STAMPING: J 145 1934
 FJ0299_MARK LOGO: CGS
 FJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0299+STABILITY: SURFACE MOTION
 FJ0299
 FJ0299  HISTORY     - Date     Condition        Report By
 FJ0299  HISTORY     - 1934     MONUMENTED       CGS
 FJ0299
 FJ0299                          STATION DESCRIPTION
 FJ0299
 FJ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0299'5.1 MI NE FROM GUTHRIE.
 FJ0299'5.1 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 FJ0299'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT GUTHRIE,
 FJ0299'LOGAN COUNTY, ABOUT 300 FEET NORTH OF TRESTLE 75 B, 56 FEET
 FJ0299'NORTHWEST OF THE CENTER OF A FARM-ROAD CROSSING, 35 FEET WEST OF
 FJ0299'THE CENTERLINE OF THE OLD ROADBED, 3.8 FEET SOUTHEAST OF THE
 FJ0299'SOUTHWEST FENCE CORNER, 3.6 FEET NORTH OF AN EAST-AND-WEST FENCE,
 FJ0299'AND 2.3 FEET EAST OF A FENCE PARALLELING THE ROADBED.  A STANDARD
 FJ0299'DISK, STAMPED J 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0382 ***********************************************************************
 FJ0382  DESIGNATION -  J 147
 FJ0382  PID         -  FJ0382
 FJ0382  STATE/COUNTY-  OK/OKLAHOMA
 FJ0382  COUNTRY     -  US
 FJ0382  USGS QUAD   -  HARRAH (2018)
 FJ0382
 FJ0382                         *CURRENT SURVEY CONTROL
 FJ0382  ______________________________________________________________________
 FJ0382* NAD 83(1986) POSITION- 35 25 30.     (N) 097 13 59.     (W)   SCALED
 FJ0382* NAVD 88 ORTHO HEIGHT -   371.222 (meters)     1217.92  (feet) ADJUSTED
 FJ0382  ______________________________________________________________________
 FJ0382  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 FJ0382  DYNAMIC HEIGHT  -        370.868 (meters)     1216.76  (feet) COMP
 FJ0382  MODELED GRAVITY -    979,669.6   (mgal)                       NAVD 88
 FJ0382
 FJ0382  VERT ORDER      -  SECOND    CLASS 0
 FJ0382
 FJ0382.The horizontal coordinates were scaled from a map and have
 FJ0382.an estimated accuracy of +/- 6 seconds.
 FJ0382
 FJ0382.The orthometric height was determined by differential leveling and
 FJ0382.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0382.in August 1994.
 FJ0382
 FJ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0382.GEOID18 height accuracy estimate available here.
 FJ0382
 FJ0382.Click photographs - Photos may exist for this station.
 FJ0382
 FJ0382.The dynamic height is computed by dividing the NAVD 88
 FJ0382.geopotential number by the normal gravity value computed on the
 FJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0382.degrees latitude (g = 980.6199 gals.).
 FJ0382
 FJ0382.The modeled gravity was interpolated from observed gravity values.
 FJ0382
 FJ0382;                    North         East    Units  Estimated Accuracy
 FJ0382;SPC OK N     -    47,430.      669,650.      MT  (+/- 180 meters Scaled)
 FJ0382
 FJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE604216(NAD 83)
 FJ0382
 FJ0382                          SUPERSEDED SURVEY CONTROL
 FJ0382
 FJ0382  NAVD 88 (06/15/91)  371.267  (m)         1218.07   (f) SUPERSEDED  2 0
 FJ0382  NGVD 29 (??/??/92)  371.138  (m)         1217.64   (f) ADJ UNCH    2 0
 FJ0382
 FJ0382.Superseded values are not recommended for survey control.
 FJ0382
 FJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0382.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0382
 FJ0382_MARKER: DB = BENCH MARK DISK
 FJ0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0382_SP_SET: CULVERT HEADWALL
 FJ0382_STAMPING: J 147 1934
 FJ0382_MARK LOGO: CGS
 FJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0382+STABILITY: SURFACE MOTION
 FJ0382
 FJ0382  HISTORY     - Date     Condition        Report By
 FJ0382  HISTORY     - 1934     MONUMENTED       CGS
 FJ0382
 FJ0382                          STATION DESCRIPTION
 FJ0382
 FJ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0382'1.9 MI E FROM WOODS.
 FJ0382'1.9 MILES EAST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM
 FJ0382'THE STATION SIGN AT WOODS, OKLAHOMA COUNTY, 0.2 MILE SOUTHEAST
 FJ0382'OF MILEPOST 16, 0.2 MILE NORTHWEST OF A SECTION-LINE ROAD CROSSING,
 FJ0382'AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL,
 FJ0382'1 FOOT SOUTHEAST OF THE NORTHWEST END, 0.7 FOOT SOUTHWEST OF THE
 FJ0382'NORTHEAST EDGE, AND 16.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 FJ0382'TRACK.  A STANDARD DISK, STAMPED J 147 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0107 ***********************************************************************
 FJ0107  DESIGNATION -  J 149
 FJ0107  PID         -  FJ0107
 FJ0107  STATE/COUNTY-  OK/SEMINOLE
 FJ0107  COUNTRY     -  US
 FJ0107  USGS QUAD   -  SEMINOLE (2018)
 FJ0107
 FJ0107                         *CURRENT SURVEY CONTROL
 FJ0107  ______________________________________________________________________
 FJ0107* NAD 83(1986) POSITION- 35 13 41.82   (N) 096 40 40.74   (W)   HD_HELD1
 FJ0107* NAVD 88 ORTHO HEIGHT -   278.455 (meters)      913.56  (feet) ADJUSTED
 FJ0107  ______________________________________________________________________
 FJ0107  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 FJ0107  DYNAMIC HEIGHT  -        278.189 (meters)      912.69  (feet) COMP
 FJ0107  MODELED GRAVITY -    979,669.1   (mgal)                       NAVD 88
 FJ0107
 FJ0107  VERT ORDER      -  SECOND    CLASS 0
 FJ0107
 FJ0107.The horizontal coordinates were determined by differentially corrected
 FJ0107.hand held GPS observations or other comparable positioning techniques
 FJ0107.and have an estimated accuracy of +/- 3 meters.
 FJ0107
 FJ0107.The orthometric height was determined by differential leveling and
 FJ0107.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0107.in June 1991.
 FJ0107
 FJ0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0107.GEOID18 height accuracy estimate available here.
 FJ0107
 FJ0107.Click photographs - Photos may exist for this station.
 FJ0107
 FJ0107.The dynamic height is computed by dividing the NAVD 88
 FJ0107.geopotential number by the normal gravity value computed on the
 FJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0107.degrees latitude (g = 980.6199 gals.).
 FJ0107
 FJ0107.The modeled gravity was interpolated from observed gravity values.
 FJ0107
 FJ0107;                    North         East    Units  Estimated Accuracy
 FJ0107;SPC OK S     -   210,989.1     720,344.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0107
 FJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1131700830(NAD 83)
 FJ0107
 FJ0107                          SUPERSEDED SURVEY CONTROL
 FJ0107
 FJ0107  NGVD 29 (??/??/92)  278.359  (m)          913.25   (f) ADJ UNCH    2 0
 FJ0107
 FJ0107.Superseded values are not recommended for survey control.
 FJ0107
 FJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0107.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0107
 FJ0107_MARKER: DB = BENCH MARK DISK
 FJ0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0107_SP_SET: BUILDING
 FJ0107_STAMPING: J 149 1934
 FJ0107_MARK LOGO: CGS
 FJ0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0107
 FJ0107  HISTORY     - Date     Condition        Report By
 FJ0107  HISTORY     - 1934     MONUMENTED       CGS
 FJ0107  HISTORY     - 1988     GOOD             USPSQD
 FJ0107  HISTORY     - 1988     GOOD             USPSQD
 FJ0107
 FJ0107                          STATION DESCRIPTION
 FJ0107
 FJ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0107'AT SEMINOLE.
 FJ0107'AT SEMINOLE, SEMINOLE COUNTY, AT THE HIGH SCHOOL BUILDING, 135
 FJ0107'FEET NORTH OF THE CENTER OF THE FRONT DOOR, IN THE FACE OF
 FJ0107'THE EAST BRICK WALL, 4.4 FEET SOUTH OF THE NORTHEAST CORNER,
 FJ0107'1.2 FEET BELOW A CONCRETE PANEL IN THE WALL, AND 4 FEET HIGHER
 FJ0107'THAN THE GROUND.  A STANDARD DISK, STAMPED J 149 1934.
 FJ0107
 FJ0107                          STATION RECOVERY (1988)
 FJ0107
 FJ0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0107'RECOVERED IN GOOD CONDITION.
 FJ0107
 FJ0107                          STATION RECOVERY (1988)
 FJ0107
 FJ0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0052 ***********************************************************************
 EL0052  DESIGNATION -  J 15
 EL0052  PID         -  EL0052
 EL0052  STATE/COUNTY-  OK/BRYAN
 EL0052  COUNTRY     -  US
 EL0052  USGS QUAD   -  CADDO SOUTH (2018)
 EL0052
 EL0052                         *CURRENT SURVEY CONTROL
 EL0052  ______________________________________________________________________
 EL0052* NAD 83(1986) POSITION- 34 02 13.     (N) 096 21 20.     (W)   SCALED
 EL0052* NAVD 88 ORTHO HEIGHT -   175.256 (meters)      574.99  (feet) ADJUSTED
 EL0052  ______________________________________________________________________
 EL0052  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 EL0052  DYNAMIC HEIGHT  -        175.078 (meters)      574.40  (feet) COMP
 EL0052  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 EL0052
 EL0052  VERT ORDER      -  FIRST     CLASS II
 EL0052
 EL0052.The horizontal coordinates were scaled from a map and have
 EL0052.an estimated accuracy of +/- 6 seconds.
 EL0052
 EL0052.The orthometric height was determined by differential leveling and
 EL0052.adjusted by the NATIONAL GEODETIC SURVEY
 EL0052.in June 1991.
 EL0052
 EL0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0052.GEOID18 height accuracy estimate available here.
 EL0052
 EL0052.Click photographs - Photos may exist for this station.
 EL0052
 EL0052.The dynamic height is computed by dividing the NAVD 88
 EL0052.geopotential number by the normal gravity value computed on the
 EL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0052.degrees latitude (g = 980.6199 gals.).
 EL0052
 EL0052.The modeled gravity was interpolated from observed gravity values.
 EL0052
 EL0052;                    North         East    Units  Estimated Accuracy
 EL0052;SPC OK S     -    79,280.      751,850.      MT  (+/- 180 meters Scaled)
 EL0052
 EL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC441694(NAD 83)
 EL0052
 EL0052                          SUPERSEDED SURVEY CONTROL
 EL0052
 EL0052  NGVD 29 (??/??/92)  175.196  (m)          574.79   (f) ADJ UNCH    1 2
 EL0052
 EL0052.Superseded values are not recommended for survey control.
 EL0052
 EL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0052.See file dsdata.pdf to determine how the superseded data were derived.
 EL0052
 EL0052_MARKER: DB = BENCH MARK DISK
 EL0052_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0052_SP_SET: CULVERT HEADWALL
 EL0052_STAMPING: J 15 1933
 EL0052_MARK LOGO: CGS
 EL0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0052+STABILITY: SURFACE MOTION
 EL0052
 EL0052  HISTORY     - Date     Condition        Report By
 EL0052  HISTORY     - 1933     MONUMENTED       CGS
 EL0052  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0052
 EL0052                          STATION DESCRIPTION
 EL0052
 EL0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0052'3.3 MI N FROM DURANT.
 EL0052'ON THE M.K.T. R.R. AT MILEPOST 638, 90 FT. WEST OF WEST TRACK,
 EL0052'650 SOUTH OF SMALL CONCRETE CULVERT MARKED 1909, AND 3 FT. EAST
 EL0052'OF RIGHT OF WAY FENCE.
 EL0052
 EL0052                          STATION RECOVERY (1967)
 EL0052
 EL0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0253 ***********************************************************************
 GK0253  DESIGNATION -  J 15
 GK0253  PID         -  GK0253
 GK0253  STATE/COUNTY-  OK/TEXAS
 GK0253  COUNTRY     -  US
 GK0253  USGS QUAD   -  HOOKER NW (2018)
 GK0253
 GK0253                         *CURRENT SURVEY CONTROL
 GK0253  ______________________________________________________________________
 GK0253* NAD 83(1986) POSITION- 36 52 48.     (N) 101 10 48.     (W)   SCALED
 GK0253* NAVD 88 ORTHO HEIGHT -   904.612 (meters)     2967.88  (feet) ADJUSTED
 GK0253  ______________________________________________________________________
 GK0253  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 GK0253  DYNAMIC HEIGHT  -        903.701 (meters)     2964.89  (feet) COMP
 GK0253  MODELED GRAVITY -    979,594.0   (mgal)                       NAVD 88
 GK0253
 GK0253  VERT ORDER      -  FIRST     CLASS II
 GK0253
 GK0253.The horizontal coordinates were scaled from a map and have
 GK0253.an estimated accuracy of +/- 6 seconds.
 GK0253
 GK0253.The orthometric height was determined by differential leveling and
 GK0253.adjusted by the NATIONAL GEODETIC SURVEY
 GK0253.in June 1991.
 GK0253
 GK0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0253.GEOID18 height accuracy estimate available here.
 GK0253
 GK0253.Click photographs - Photos may exist for this station.
 GK0253
 GK0253.The dynamic height is computed by dividing the NAVD 88
 GK0253.geopotential number by the normal gravity value computed on the
 GK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0253.degrees latitude (g = 980.6199 gals.).
 GK0253
 GK0253.The modeled gravity was interpolated from observed gravity values.
 GK0253
 GK0253;                    North         East    Units  Estimated Accuracy
 GK0253;SPC OK N     -   213,240.      316,540.      MT  (+/- 180 meters Scaled)
 GK0253
 GK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF057837(NAD 83)
 GK0253
 GK0253                          SUPERSEDED SURVEY CONTROL
 GK0253
 GK0253  NGVD 29 (??/??/92)  904.198  (m)         2966.52   (f) ADJ UNCH    1 2
 GK0253
 GK0253.Superseded values are not recommended for survey control.
 GK0253
 GK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0253.See file dsdata.pdf to determine how the superseded data were derived.
 GK0253
 GK0253_MARKER: DB = BENCH MARK DISK
 GK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0253_STAMPING: J 15 1933
 GK0253_MARK LOGO: CGS
 GK0253_PROJECTION: FLUSH
 GK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0253+STABILITY: SURFACE MOTION
 GK0253
 GK0253  HISTORY     - Date     Condition        Report By
 GK0253  HISTORY     - 1933     MONUMENTED       CGS
 GK0253  HISTORY     - 1965     GOOD             USGS
 GK0253
 GK0253                          STATION DESCRIPTION
 GK0253
 GK0253'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0253'2.2 MI NE FROM HOOKER.
 GK0253'ABOUT 2.2 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GK0253'RAILWAY FROM THE STATION AT HOOKER, TEXAS COUNTY, ABOUT 5 POLES
 GK0253'SOUTHWEST OF MILE.  POST 452, AT A ROAD CROSSING, 87 FT. NORTHWEST OF
 GK0253'THE CENTERLINE OF THE RR AND ROAD CROSSING, 8 1/2 FT. SOUTH OF A POLE.
 GK0253'A STD TABLET STAMPED J 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GK0253'NOTE-- THE BRENCHMARK IS NOW ABOVE GROUND AND NOT COVERED AS
 GK0253'PREVIOUSLY REPORTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0976 ***********************************************************************
 EK0976  DESIGNATION -  J 15
 EK0976  PID         -  EK0976
 EK0976  STATE/COUNTY-  OK/CHOCTAW
 EK0976  COUNTRY     -  US
 EK0976  USGS QUAD   -  FORT TOWSON (2019)
 EK0976
 EK0976                         *CURRENT SURVEY CONTROL
 EK0976  ______________________________________________________________________
 EK0976* NAD 83(1993) POSITION- 34 01 50.07400(N) 095 19 28.91659(W)   ADJUSTED
 EK0976* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 EK0976  ______________________________________________________________________
 EK0976  GEOID HEIGHT    -        -29.165 (meters)                     GEOID18
 EK0976  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 EK0976  HORZ ORDER      -  SECOND
 EK0976
 EK0976.The horizontal coordinates were established by classical geodetic methods
 EK0976.and adjusted by the National Geodetic Survey in November 1994.
 EK0976
 EK0976.The orthometric height was scaled from a topographic map.
 EK0976
 EK0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0976.GEOID18 height accuracy estimate available here.
 EK0976
 EK0976.Click photographs - Photos may exist for this station.
 EK0976
 EK0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0976
 EK0976. The following values were computed from the NAD 83(1993) position.
 EK0976
 EK0976;                    North         East     Units Scale Factor Converg.
 EK0976;SPC OK S     -    80,614.722   847,035.220   MT  0.99998231   +1 31 06.8
 EK0976;SPC OK S     -   264,483.47  2,778,981.38   sFT  0.99998231   +1 31 06.8
 EK0976;SPC TXNC     - 2,266,580.064   893,205.114   MT  1.00001845   +1 43 54.4
 EK0976;SPC TXNC     - 7,436,271.43  2,930,457.11   sFT  1.00001845   +1 43 54.4
 EK0976;UTM  15      - 3,767,983.704   285,373.852   MT  1.00016788   -1 18 05.3
 EK0976
 EK0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0976!SPC OK S     -   0.99998087  x   0.99998231  =   0.99996318
 EK0976!SPC TXNC     -   0.99998087  x   1.00001845  =   0.99999932
 EK0976!UTM  15      -   0.99998087  x   1.00016788  =   1.00014874
 EK0976
 EK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8537367983(NAD 83)
 EK0976
 EK0976                          SUPERSEDED SURVEY CONTROL
 EK0976
 EK0976  NAD 83(1986)-  34 01 50.07954(N)    095 19 28.90564(W) AD(       ) 2
 EK0976  NAD 27      -  34 01 49.70000(N)    095 19 28.06500(W) AD(       ) 2
 EK0976
 EK0976.Superseded values are not recommended for survey control.
 EK0976
 EK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0976.See file dsdata.pdf to determine how the superseded data were derived.
 EK0976
 EK0976_MARKER: DD = SURVEY DISK
 EK0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0976_STAMPING: J-15 1948
 EK0976_MARK LOGO: USACE
 EK0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0976+STABILITY: SURFACE MOTION
 EK0976
 EK0976  HISTORY     - Date     Condition        Report By
 EK0976  HISTORY     - 1948     MONUMENTED       USACE
 EK0976  HISTORY     - 1951     GOOD             CGS
 EK0976
 EK0976                          STATION DESCRIPTION
 EK0976
 EK0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0976'THE STATION IS LOCATED ABOUT 3-1/4 MILES WEST-NORTHWEST OF
 EK0976'FT. TOWSON, 3-1/4 MILES NORTHEAST OF THE VILLAGE OF SAWYER AND
 EK0976'ALONG THE SOUTH SIDE OF HIGHWAY 70.  IT IS 42 FEET SOUTH OF
 EK0976'THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTH OF THE RIGHT-OF-WAY
 EK0976'FENCE AND 1.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 EK0976'IS A U.S. ENGINEER DEPARTMENT DISK SET IN A ROUND CONCRETE POST
 EK0976'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED J-15 1948.
 EK0976'
 EK0976'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0976'SAWYER TO J-15.  IT IS 482.140 METERS OR 1581.82 FEET
 EK0976'EAST-SOUTHEAST OF THE STATION.
 EK0976'
 EK0976'TO REACH FROM THE POST OFFICE IN FT. TOWSON, GO WEST ON HIGHWAY
 EK0976'70 FOR 3.45 MILES TO THE STATION ON THE LEFT OR SOUTH SIDE
 EK0976'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0089 ***********************************************************************
 FJ0089  DESIGNATION -  J 150
 FJ0089  PID         -  FJ0089
 FJ0089  STATE/COUNTY-  OK/HUGHES
 FJ0089  COUNTRY     -  US
 FJ0089  USGS QUAD   -  LAKE HOLDENVILLE (2018)
 FJ0089
 FJ0089                         *CURRENT SURVEY CONTROL
 FJ0089  ______________________________________________________________________
 FJ0089* NAD 83(1986) POSITION- 35 00 47.     (N) 096 22 09.     (W)   SCALED
 FJ0089* NAVD 88 ORTHO HEIGHT -   242.521 (meters)      795.67  (feet) ADJUSTED
 FJ0089  ______________________________________________________________________
 FJ0089  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 FJ0089  DYNAMIC HEIGHT  -        242.284 (meters)      794.89  (feet) COMP
 FJ0089  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 FJ0089
 FJ0089  VERT ORDER      -  SECOND    CLASS 0
 FJ0089
 FJ0089.The horizontal coordinates were scaled from a map and have
 FJ0089.an estimated accuracy of +/- 6 seconds.
 FJ0089
 FJ0089.The orthometric height was determined by differential leveling and
 FJ0089.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0089.in June 1991.
 FJ0089
 FJ0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0089.GEOID18 height accuracy estimate available here.
 FJ0089
 FJ0089.Click photographs - Photos may exist for this station.
 FJ0089
 FJ0089.The dynamic height is computed by dividing the NAVD 88
 FJ0089.geopotential number by the normal gravity value computed on the
 FJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0089.degrees latitude (g = 980.6199 gals.).
 FJ0089
 FJ0089.The modeled gravity was interpolated from observed gravity values.
 FJ0089
 FJ0089;                    North         East    Units  Estimated Accuracy
 FJ0089;SPC OK S     -   187,530.      748,840.      MT  (+/- 180 meters Scaled)
 FJ0089
 FJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD400776(NAD 83)
 FJ0089
 FJ0089                          SUPERSEDED SURVEY CONTROL
 FJ0089
 FJ0089  NGVD 29 (??/??/92)  242.409  (m)          795.30   (f) ADJ UNCH    2 0
 FJ0089
 FJ0089.Superseded values are not recommended for survey control.
 FJ0089
 FJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0089.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0089
 FJ0089_MARKER: DB = BENCH MARK DISK
 FJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0089_STAMPING: J 150 1934
 FJ0089_MARK LOGO: CGS
 FJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0089+STABILITY: SURFACE MOTION
 FJ0089
 FJ0089  HISTORY     - Date     Condition        Report By
 FJ0089  HISTORY     - 1934     MONUMENTED       CGS
 FJ0089  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0089
 FJ0089                          STATION DESCRIPTION
 FJ0089
 FJ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0089'5.4 MI SE FROM HOLDENVILLE.
 FJ0089'5.4 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0089'RAILWAY FROM THE STATION AT HOLDENVILLE, HUGHES COUNTY, 76 FEET
 FJ0089'NORTH OF THE NORTH SIDE OF THE WAITING ROOM AT THE SIDING AT
 FJ0089'BILBY, 0.3 MILE NORTHWEST OF MILEPOST 405, 50.9 FEET NORTHWEST
 FJ0089'OF THE CENTERLINE OF THE MAIN TRACK, AND 2.7 FEET SOUTHWEST
 FJ0089'OF A POLE.  A STANDARD DISK, STAMPED J 150 1934 AND SET IN THE TOP
 FJ0089'OF A CONCRETE POST.
 FJ0089
 FJ0089                          STATION RECOVERY (1971)
 FJ0089
 FJ0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0100 ***********************************************************************
 EM0100  DESIGNATION -  J 151
 EM0100  PID         -  EM0100
 EM0100  STATE/COUNTY-  OK/TILLMAN
 EM0100  COUNTRY     -  US
 EM0100  USGS QUAD   -  HOLLISTER (2018)
 EM0100
 EM0100                         *CURRENT SURVEY CONTROL
 EM0100  ______________________________________________________________________
 EM0100* NAD 83(1986) POSITION- 34 18 42.     (N) 098 47 00.     (W)   SCALED
 EM0100* NAVD 88 ORTHO HEIGHT -   326.808 (meters)     1072.20  (feet) ADJUSTED
 EM0100  ______________________________________________________________________
 EM0100  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 EM0100  DYNAMIC HEIGHT  -        326.456 (meters)     1071.05  (feet) COMP
 EM0100  MODELED GRAVITY -    979,548.4   (mgal)                       NAVD 88
 EM0100
 EM0100  VERT ORDER      -  SECOND    CLASS 0
 EM0100
 EM0100.The horizontal coordinates were scaled from a map and have
 EM0100.an estimated accuracy of +/- 6 seconds.
 EM0100
 EM0100.The orthometric height was determined by differential leveling and
 EM0100.adjusted by the NATIONAL GEODETIC SURVEY
 EM0100.in June 1991.
 EM0100
 EM0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0100.GEOID18 height accuracy estimate available here.
 EM0100
 EM0100.Click photographs - Photos may exist for this station.
 EM0100
 EM0100.The dynamic height is computed by dividing the NAVD 88
 EM0100.geopotential number by the normal gravity value computed on the
 EM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0100.degrees latitude (g = 980.6199 gals.).
 EM0100
 EM0100.The modeled gravity was interpolated from observed gravity values.
 EM0100
 EM0100;                    North         East    Units  Estimated Accuracy
 EM0100;SPC OK S     -   108,800.      527,900.      MT  (+/- 180 meters Scaled)
 EM0100
 EM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC199967(NAD 83)
 EM0100
 EM0100                          SUPERSEDED SURVEY CONTROL
 EM0100
 EM0100  NGVD 29 (??/??/92)  326.691  (m)         1071.82   (f) ADJ UNCH    2 0
 EM0100
 EM0100.Superseded values are not recommended for survey control.
 EM0100
 EM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0100.See file dsdata.pdf to determine how the superseded data were derived.
 EM0100
 EM0100_MARKER: DB = BENCH MARK DISK
 EM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0100_STAMPING: J 151 1934
 EM0100_MARK LOGO: CGS
 EM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0100+STABILITY: SURFACE MOTION
 EM0100
 EM0100  HISTORY     - Date     Condition        Report By
 EM0100  HISTORY     - 1934     MONUMENTED       CGS
 EM0100  HISTORY     - 1973     MARK NOT FOUND   USGS
 EM0100
 EM0100                          STATION DESCRIPTION
 EM0100
 EM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0100'1.0 MI NW FROM LOVELAND.
 EM0100'1 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM STATION.  280 FEET SOUTH OF
 EM0100'SOUTHWEST CORNER OF SQUARE WHITE FRAME HOUSE.  64 FEET EAST OF
 EM0100'CENTERLINE OF CROSS SECTION ROAD.  44 FEET NORTHEAST OF CENTERLINE OF
 EM0100'MO.KANS.TEXAS R.R. TRACK.  9.7 FEET NORTH OF WESTERN UNION TELE. POLE
 EM0100'NO. 7377.  5.7 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE CORNER.
 EM0100
 EM0100                          STATION RECOVERY (1973)
 EM0100
 EM0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EM0100'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0060 ***********************************************************************
 EM0060  DESIGNATION -  J 152
 EM0060  PID         -  EM0060
 EM0060  STATE/COUNTY-  OK/COTTON
 EM0060  COUNTRY     -  US
 EM0060  USGS QUAD   -  WALTERS (2018)
 EM0060
 EM0060                         *CURRENT SURVEY CONTROL
 EM0060  ______________________________________________________________________
 EM0060* NAD 83(1986) POSITION- 34 17 24.     (N) 098 15 41.     (W)   SCALED
 EM0060* NAVD 88 ORTHO HEIGHT -   303.799 (meters)      996.71  (feet) POSTED
 EM0060  ______________________________________________________________________
 EM0060  GEOID HEIGHT    -        -25.492 (meters)                     GEOID18
 EM0060  DYNAMIC HEIGHT  -        303.50  (meters)      995.7   (feet) COMP
 EM0060  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 EM0060
 EM0060  VERT ORDER      -  * POSTED, SEE BELOW
 EM0060
 EM0060.The horizontal coordinates were scaled from a map and have
 EM0060.an estimated accuracy of +/- 6 seconds.
 EM0060
 EM0060.The orthometric height was determined by differential leveling
 EM0060.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0060
 EM0060.* This is a POSTED BENCH MARK height.
 EM0060
 EM0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0060.GEOID18 height accuracy estimate available here.
 EM0060
 EM0060.Click photographs - Photos may exist for this station.
 EM0060
 EM0060.The dynamic height is computed by dividing the NAVD 88
 EM0060.geopotential number by the normal gravity value computed on the
 EM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0060.degrees latitude (g = 980.6199 gals.).
 EM0060
 EM0060.The modeled gravity was interpolated from observed gravity values.
 EM0060
 EM0060;                    North         East    Units  Estimated Accuracy
 EM0060;SPC OK S     -   106,150.      575,940.      MT  (+/- 180 meters Scaled)
 EM0060
 EM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC679945(NAD 83)
 EM0060
 EM0060                          SUPERSEDED SURVEY CONTROL
 EM0060
 EM0060  NGVD 29 (??/??/92)  303.732  (m)          996.49   (f) ADJ UNCH    2 0
 EM0060
 EM0060.Superseded values are not recommended for survey control.
 EM0060
 EM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0060.See file dsdata.pdf to determine how the superseded data were derived.
 EM0060
 EM0060_MARKER: DB = BENCH MARK DISK
 EM0060_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0060_STAMPING: J 152 1934
 EM0060_MARK LOGO: CGS
 EM0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0060
 EM0060  HISTORY     - Date     Condition        Report By
 EM0060  HISTORY     - 1934     MONUMENTED       CGS
 EM0060  HISTORY     - 1961     GOOD             USGS
 EM0060  HISTORY     - 1963     GOOD             CGS
 EM0060  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0060
 EM0060                          STATION DESCRIPTION
 EM0060
 EM0060'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EM0060'1.8 MI NW FROM TEMPLE.
 EM0060'ABOUT 1.8 MI. NW. ALONG CHICAGO, RI., AND PAC. R. FROM STA. AT TEMPLE,
 EM0060'COTTON COUNTY, 94 FT. N.W. OF SECTIONLINE X-RDS., 65 FT. N. AND 30 FT.
 EM0060'OF X-RDS, 58 FT. S. AND 7 FT. E. OF FENCE CORNER, 47 FT. N. OF R.R.
 EM0060'TRACK.  STANDARD DISK STAMPED J-152-1934 AND SET IN TOP OF CONCRETE
 EM0060'POST.
 EM0060
 EM0060                          STATION RECOVERY (1963)
 EM0060
 EM0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0060'RECOVERED IN GOOD CONDITION.
 EM0060
 EM0060                          STATION RECOVERY (1987)
 EM0060
 EM0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRV)
 EM0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0076 ***********************************************************************
 EM0076  DESIGNATION -  J 153
 EM0076  PID         -  EM0076
 EM0076  STATE/COUNTY-  OK/COTTON
 EM0076  COUNTRY     -  US
 EM0076  USGS QUAD   -  COOKIETOWN (2018)
 EM0076
 EM0076                         *CURRENT SURVEY CONTROL
 EM0076  ______________________________________________________________________
 EM0076* NAD 83(1986) POSITION- 34 21 42.     (N) 098 22 55.     (W)   SCALED
 EM0076* NAVD 88 ORTHO HEIGHT -   323.238 (meters)     1060.49  (feet) ADJUSTED
 EM0076  ______________________________________________________________________
 EM0076  GEOID HEIGHT    -        -25.622 (meters)                     GEOID18
 EM0076  DYNAMIC HEIGHT  -        322.916 (meters)     1059.43  (feet) COMP
 EM0076  MODELED GRAVITY -    979,628.2   (mgal)                       NAVD 88
 EM0076
 EM0076  VERT ORDER      -  SECOND    CLASS 0
 EM0076
 EM0076.The horizontal coordinates were scaled from a map and have
 EM0076.an estimated accuracy of +/- 6 seconds.
 EM0076
 EM0076.The orthometric height was determined by differential leveling and
 EM0076.adjusted by the NATIONAL GEODETIC SURVEY
 EM0076.in June 1991.
 EM0076
 EM0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0076.GEOID18 height accuracy estimate available here.
 EM0076
 EM0076.Click photographs - Photos may exist for this station.
 EM0076
 EM0076.The dynamic height is computed by dividing the NAVD 88
 EM0076.geopotential number by the normal gravity value computed on the
 EM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0076.degrees latitude (g = 980.6199 gals.).
 EM0076
 EM0076.The modeled gravity was interpolated from observed gravity values.
 EM0076
 EM0076;                    North         East    Units  Estimated Accuracy
 EM0076;SPC OK S     -   114,130.      564,870.      MT  (+/- 180 meters Scaled)
 EM0076
 EM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND568024(NAD 83)
 EM0076
 EM0076                          SUPERSEDED SURVEY CONTROL
 EM0076
 EM0076  NGVD 29 (??/??/92)  323.168  (m)         1060.26   (f) ADJ UNCH    2 0
 EM0076
 EM0076.Superseded values are not recommended for survey control.
 EM0076
 EM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0076.See file dsdata.pdf to determine how the superseded data were derived.
 EM0076
 EM0076_MARKER: DB = BENCH MARK DISK
 EM0076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0076_STAMPING: J 153 1934
 EM0076_MARK LOGO: CGS
 EM0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0076
 EM0076  HISTORY     - Date     Condition        Report By
 EM0076  HISTORY     - 1934     MONUMENTED       CGS
 EM0076  HISTORY     - 1971     GOOD             OKDH
 EM0076  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0076
 EM0076                          STATION DESCRIPTION
 EM0076
 EM0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0076'4.4 MI W FROM WALTERS.
 EM0076'4.4 MILES WEST OF WALTERS WATER TANK, ALONG U.S. HWY. 70 SOUTHEAST
 EM0076'CORNER OF INTERSECTION.  70 FEET NORTHEAST OF NORTHEAST CORNER OF
 EM0076'T.H.NORMA SERVICE STATION AND STORE.  54 FEET SOUTH OF CENTERLINE OF
 EM0076'U.S. HIGHWAY 70.  28 FEET EAST OF CENTERLINE OF CROSS SECTION ROAD.
 EM0076'4.2 FEET SOUTHEAST OF NORTHWEST FENCE CORNER.  TABLET SET IN PRECAST
 EM0076'CONCRETE POST.
 EM0076
 EM0076                          STATION RECOVERY (1971)
 EM0076
 EM0076'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0076'RECOVERED IN GOOD CONDITION.
 EM0076
 EM0076                          STATION RECOVERY (1987)
 EM0076
 EM0076'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0516 ***********************************************************************
 EL0516  DESIGNATION -  J 155
 EL0516  PID         -  EL0516
 EL0516  STATE/COUNTY-  OK/STEPHENS
 EL0516  COUNTRY     -  US
 EL0516  USGS QUAD   -  VELMA (2018)
 EL0516
 EL0516                         *CURRENT SURVEY CONTROL
 EL0516  ______________________________________________________________________
 EL0516* NAD 83(1986) POSITION- 34 27 48.     (N) 097 40 56.     (W)   SCALED
 EL0516* NAVD 88 ORTHO HEIGHT -   316.328 (meters)     1037.82  (feet) ADJUSTED
 EL0516  ______________________________________________________________________
 EL0516  GEOID HEIGHT    -        -25.801 (meters)                     GEOID18
 EL0516  DYNAMIC HEIGHT  -        316.000 (meters)     1036.74  (feet) COMP
 EL0516  MODELED GRAVITY -    979,590.2   (mgal)                       NAVD 88
 EL0516
 EL0516  VERT ORDER      -  SECOND    CLASS 0
 EL0516
 EL0516.The horizontal coordinates were scaled from a map and have
 EL0516.an estimated accuracy of +/- 6 seconds.
 EL0516
 EL0516.The orthometric height was determined by differential leveling and
 EL0516.adjusted by the NATIONAL GEODETIC SURVEY
 EL0516.in June 1991.
 EL0516
 EL0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0516.GEOID18 height accuracy estimate available here.
 EL0516
 EL0516.Click photographs - Photos may exist for this station.
 EL0516
 EL0516.The dynamic height is computed by dividing the NAVD 88
 EL0516.geopotential number by the normal gravity value computed on the
 EL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0516.degrees latitude (g = 980.6199 gals.).
 EL0516
 EL0516.The modeled gravity was interpolated from observed gravity values.
 EL0516
 EL0516;                    North         East    Units  Estimated Accuracy
 EL0516;SPC OK S     -   125,390.      629,200.      MT  (+/- 180 meters Scaled)
 EL0516
 EL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD210143(NAD 83)
 EL0516
 EL0516                          SUPERSEDED SURVEY CONTROL
 EL0516
 EL0516  NGVD 29 (??/??/92)  316.237  (m)         1037.52   (f) ADJ UNCH    2 0
 EL0516
 EL0516.Superseded values are not recommended for survey control.
 EL0516
 EL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0516.See file dsdata.pdf to determine how the superseded data were derived.
 EL0516
 EL0516_MARKER: DB = BENCH MARK DISK
 EL0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0516_STAMPING: J 155 1934
 EL0516_MARK LOGO: CGS
 EL0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0516
 EL0516  HISTORY     - Date     Condition        Report By
 EL0516  HISTORY     - 1934     MONUMENTED       CGS
 EL0516  HISTORY     - 1974     MARK NOT FOUND   USGS
 EL0516
 EL0516                          STATION DESCRIPTION
 EL0516
 EL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0516'0.6 MI W FROM VELMA.
 EL0516'0.6 MILES WEST OF, ALONG ST. HWY. 22, FROM POST OFFICE SUMMIT
 EL0516'OF SMALL HILL, ABOUT 0.2 MILE WEST OF HIGHWAY BRIDGE WITH
 EL0516'CONCRETE SIDE RAILS, 200 FEET SOUTHEAST OF SMALL RESERVOIR,
 EL0516'55 FEET NORTH OF CENTERLINE OF ST. HWY. 22, 21.3 FEET WEST OF
 EL0516'TELEPHONE POLE, 2.2 FEET SOUTH OF FENCE.  TABLET SET IN PRECAST
 EL0516'CONCRETE POST.
 EL0516
 EL0516                          STATION RECOVERY (1974)
 EL0516
 EL0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EL0516'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0189 ***********************************************************************
 EL0189  DESIGNATION -  J 156
 EL0189  PID         -  EL0189
 EL0189  STATE/COUNTY-  OK/JOHNSTON
 EL0189  COUNTRY     -  US
 EL0189  USGS QUAD   -  MILL CREEK (2018)
 EL0189
 EL0189                         *CURRENT SURVEY CONTROL
 EL0189  ______________________________________________________________________
 EL0189* NAD 83(1986) POSITION- 34 24 28.     (N) 096 49 42.     (W)   SCALED
 EL0189* NAVD 88 ORTHO HEIGHT -   308.981 (meters)     1013.72  (feet) ADJUSTED
 EL0189  ______________________________________________________________________
 EL0189  GEOID HEIGHT    -        -25.382 (meters)                     GEOID18
 EL0189  DYNAMIC HEIGHT  -        308.677 (meters)     1012.72  (feet) COMP
 EL0189  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 EL0189
 EL0189  VERT ORDER      -  SECOND    CLASS 0
 EL0189
 EL0189.The horizontal coordinates were scaled from a map and have
 EL0189.an estimated accuracy of +/- 6 seconds.
 EL0189
 EL0189.The orthometric height was determined by differential leveling and
 EL0189.adjusted by the NATIONAL GEODETIC SURVEY
 EL0189.in June 1991.
 EL0189
 EL0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0189.GEOID18 height accuracy estimate available here.
 EL0189
 EL0189.Click photographs - Photos may exist for this station.
 EL0189
 EL0189.The dynamic height is computed by dividing the NAVD 88
 EL0189.geopotential number by the normal gravity value computed on the
 EL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0189.degrees latitude (g = 980.6199 gals.).
 EL0189
 EL0189.The modeled gravity was interpolated from observed gravity values.
 EL0189
 EL0189;                    North         East    Units  Estimated Accuracy
 EL0189;SPC OK S     -   119,810.      707,720.      MT  (+/- 180 meters Scaled)
 EL0189
 EL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD996095(NAD 83)
 EL0189
 EL0189                          SUPERSEDED SURVEY CONTROL
 EL0189
 EL0189  NGVD 29 (??/??/92)  308.918  (m)         1013.51   (f) ADJ UNCH    2 0
 EL0189
 EL0189.Superseded values are not recommended for survey control.
 EL0189
 EL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0189.See file dsdata.pdf to determine how the superseded data were derived.
 EL0189
 EL0189_MARKER: DB = BENCH MARK DISK
 EL0189_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0189_STAMPING: J 156 1934
 EL0189_MARK LOGO: CGS
 EL0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0189
 EL0189  HISTORY     - Date     Condition        Report By
 EL0189  HISTORY     - 1934     MONUMENTED       CGS
 EL0189
 EL0189                          STATION DESCRIPTION
 EL0189
 EL0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0189'AT MILL CREEK.
 EL0189'AT MILL CREEK, JOHNSTON COUNTY, 0.2 MILE NORTH ALONG THE ST.
 EL0189'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION, 16.4 FEET EAST OF THE
 EL0189'THIRD POLE SOUTH OF MILEPOST 579, 0.1 MILE NORTH OF TRESTLE 579.2,
 EL0189'65 FEET SOUTHWEST OF POLE 12476, AT A ROAD CROSSING, 64 FEET SOUTH
 EL0189'OF THE CENTERLINE OF THE ROAD, 48 FEET EAST OF THE CENTERLINE OF
 EL0189'THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 EL0189'DISK, STAMPED J 156 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0542 ***********************************************************************
 EK0542  DESIGNATION -  J 158
 EK0542  PID         -  EK0542
 EK0542  STATE/COUNTY-  OK/ATOKA
 EK0542  COUNTRY     -  US
 EK0542  USGS QUAD   -  LANE (2019)
 EK0542
 EK0542                         *CURRENT SURVEY CONTROL
 EK0542  ______________________________________________________________________
 EK0542* NAD 83(1986) POSITION- 34 16 18.     (N) 095 54 44.     (W)   SCALED
 EK0542* NAVD 88 ORTHO HEIGHT -   151.788 (meters)      497.99  (feet) ADJUSTED
 EK0542  ______________________________________________________________________
 EK0542  GEOID HEIGHT    -        -29.052 (meters)                     GEOID18
 EK0542  DYNAMIC HEIGHT  -        151.626 (meters)      497.46  (feet) COMP
 EK0542  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 EK0542
 EK0542  VERT ORDER      -  SECOND    CLASS 0
 EK0542
 EK0542.The horizontal coordinates were scaled from a map and have
 EK0542.an estimated accuracy of +/- 6 seconds.
 EK0542
 EK0542.The orthometric height was determined by differential leveling and
 EK0542.adjusted by the NATIONAL GEODETIC SURVEY
 EK0542.in June 1991.
 EK0542
 EK0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0542.GEOID18 height accuracy estimate available here.
 EK0542
 EK0542.Click photographs - Photos may exist for this station.
 EK0542
 EK0542.The dynamic height is computed by dividing the NAVD 88
 EK0542.geopotential number by the normal gravity value computed on the
 EK0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0542.degrees latitude (g = 980.6199 gals.).
 EK0542
 EK0542.The modeled gravity was interpolated from observed gravity values.
 EK0542
 EK0542;                    North         East    Units  Estimated Accuracy
 EK0542;SPC OK S     -   106,070.      792,240.      MT  (+/- 180 meters Scaled)
 EK0542
 EK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT318961(NAD 83)
 EK0542
 EK0542                          SUPERSEDED SURVEY CONTROL
 EK0542
 EK0542  NGVD 29 (??/??/92)  151.707  (m)          497.73   (f) ADJ UNCH    2 0
 EK0542
 EK0542.Superseded values are not recommended for survey control.
 EK0542
 EK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0542.See file dsdata.pdf to determine how the superseded data were derived.
 EK0542
 EK0542_MARKER: DB = BENCH MARK DISK
 EK0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0542_SP_SET: BRIDGE
 EK0542_STAMPING: J 158 1934
 EK0542_MARK LOGO: CGS
 EK0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0542
 EK0542  HISTORY     - Date     Condition        Report By
 EK0542  HISTORY     - 1934     MONUMENTED       CGS
 EK0542
 EK0542                          STATION DESCRIPTION
 EK0542
 EK0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0542'5.3 MI SE FROM LANE.
 EK0542'5.3 MILES SOUTHEAST OF LANE POST OFFICE, ALONG ST. HWY. 19.
 EK0542'BRONZE TABLET SET IN NORTHWEST WING WALL OF STEEL HIGHWAY BRIDGE
 EK0542'OVER MUDDY BOGGY RIVER, 18 FEET WEST OF CENTERLINE OF STATE
 EK0542'HWY. 19.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0622 ***********************************************************************
 EK0622  DESIGNATION -  J 159
 EK0622  PID         -  EK0622
 EK0622  STATE/COUNTY-  OK/PITTSBURG
 EK0622  COUNTRY     -  US
 EK0622  USGS QUAD   -  PITTSBURG (2018)
 EK0622
 EK0622                         *CURRENT SURVEY CONTROL
 EK0622  ______________________________________________________________________
 EK0622* NAD 83(1986) POSITION- 34 43 59.     (N) 095 49 24.     (W)   SCALED
 EK0622* NAVD 88 ORTHO HEIGHT -   230.955 (meters)      757.72  (feet) ADJUSTED
 EK0622  ______________________________________________________________________
 EK0622  GEOID HEIGHT    -        -29.879 (meters)                     GEOID18
 EK0622  DYNAMIC HEIGHT  -        230.716 (meters)      756.94  (feet) COMP
 EK0622  MODELED GRAVITY -    979,596.1   (mgal)                       NAVD 88
 EK0622
 EK0622  VERT ORDER      -  SECOND    CLASS 0
 EK0622
 EK0622.The horizontal coordinates were scaled from a map and have
 EK0622.an estimated accuracy of +/- 6 seconds.
 EK0622
 EK0622.The orthometric height was determined by differential leveling and
 EK0622.adjusted by the NATIONAL GEODETIC SURVEY
 EK0622.in June 1991.
 EK0622
 EK0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0622.GEOID18 height accuracy estimate available here.
 EK0622
 EK0622.Click photographs - Photos may exist for this station.
 EK0622
 EK0622.The dynamic height is computed by dividing the NAVD 88
 EK0622.geopotential number by the normal gravity value computed on the
 EK0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0622.degrees latitude (g = 980.6199 gals.).
 EK0622
 EK0622.The modeled gravity was interpolated from observed gravity values.
 EK0622
 EK0622;                    North         East    Units  Estimated Accuracy
 EK0622;SPC OK S     -   157,410.      799,320.      MT  (+/- 180 meters Scaled)
 EK0622
 EK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU414470(NAD 83)
 EK0622
 EK0622                          SUPERSEDED SURVEY CONTROL
 EK0622
 EK0622  NGVD 29 (??/??/92)  230.845  (m)          757.36   (f) ADJ UNCH    2 0
 EK0622
 EK0622.Superseded values are not recommended for survey control.
 EK0622
 EK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0622.See file dsdata.pdf to determine how the superseded data were derived.
 EK0622
 EK0622_MARKER: DB = BENCH MARK DISK
 EK0622_STAMPING: J 159 1934
 EK0622_MARK LOGO: CGS
 EK0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0622
 EK0622  HISTORY     - Date     Condition        Report By
 EK0622  HISTORY     - 1934     MONUMENTED       CGS
 EK0622  HISTORY     - 1969     GOOD             DOD
 EK0622
 EK0622                          STATION DESCRIPTION
 EK0622
 EK0622'DESCRIBED BY US DEPARTMENT OF DEFENSE 1969
 EK0622'2 MI NE FROM PITTSBURG.
 EK0622'STATION IS ALONG OKLA HWY 63, 20 FT S.E. OF THE CENTER OF THE
 EK0622'HIGHWAY AND 1 FT N.W. OF A METAL WITNESS POST.  A TELEPHONE POLE
 EK0622'PAINTED WITH BM A PLUS AND AN ARROW IS APPROXIMATELY 45 FT S.W.
 EK0622'OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0604 ***********************************************************************
 EK0604  DESIGNATION -  J 16
 EK0604  PID         -  EK0604
 EK0604  STATE/COUNTY-  OK/PITTSBURG
 EK0604  COUNTRY     -  US
 EK0604  USGS QUAD   -  SAVANNA (2018)
 EK0604
 EK0604                         *CURRENT SURVEY CONTROL
 EK0604  ______________________________________________________________________
 EK0604* NAD 83(1986) POSITION- 34 47 59.     (N) 095 52 08.     (W)   SCALED
 EK0604* NAVD 88 ORTHO HEIGHT -   217.809 (meters)      714.60  (feet) ADJUSTED
 EK0604  ______________________________________________________________________
 EK0604  GEOID HEIGHT    -        -29.705 (meters)                     GEOID18
 EK0604  DYNAMIC HEIGHT  -        217.586 (meters)      713.86  (feet) COMP
 EK0604  MODELED GRAVITY -    979,608.7   (mgal)                       NAVD 88
 EK0604
 EK0604  VERT ORDER      -  FIRST     CLASS II
 EK0604
 EK0604.The horizontal coordinates were scaled from a map and have
 EK0604.an estimated accuracy of +/- 6 seconds.
 EK0604
 EK0604.The orthometric height was determined by differential leveling and
 EK0604.adjusted by the NATIONAL GEODETIC SURVEY
 EK0604.in June 1991.
 EK0604
 EK0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0604.GEOID18 height accuracy estimate available here.
 EK0604
 EK0604.Click photographs - Photos may exist for this station.
 EK0604
 EK0604.The dynamic height is computed by dividing the NAVD 88
 EK0604.geopotential number by the normal gravity value computed on the
 EK0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0604.degrees latitude (g = 980.6199 gals.).
 EK0604
 EK0604.The modeled gravity was interpolated from observed gravity values.
 EK0604
 EK0604;                    North         East    Units  Estimated Accuracy
 EK0604;SPC OK S     -   164,720.      794,990.      MT  (+/- 180 meters Scaled)
 EK0604
 EK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU375545(NAD 83)
 EK0604
 EK0604                          SUPERSEDED SURVEY CONTROL
 EK0604
 EK0604  NGVD 29 (??/??/92)  217.700  (m)          714.24   (f) ADJ UNCH    1 2
 EK0604
 EK0604.Superseded values are not recommended for survey control.
 EK0604
 EK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0604.See file dsdata.pdf to determine how the superseded data were derived.
 EK0604
 EK0604_MARKER: DB = BENCH MARK DISK
 EK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0604_STAMPING: 714.237 J 16 1933 TT 5A14 1936
 EK0604_MARK LOGO: CGS
 EK0604_PROJECTION: FLUSH
 EK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0604+STABILITY: SURFACE MOTION
 EK0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0604+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2020
 EK0604
 EK0604  HISTORY     - Date     Condition        Report By
 EK0604  HISTORY     - 1933     MONUMENTED       CGS
 EK0604  HISTORY     - 1934     GOOD             CGS
 EK0604  HISTORY     - 20130909 GOOD             OKDOT
 EK0604  HISTORY     - 20200609 GOOD             OKDOT
 EK0604
 EK0604                          STATION DESCRIPTION
 EK0604
 EK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0604'6 MI N FROM KIOWA.
 EK0604'6.0 MI. NORTH, ON THE M.K.T. R.R. 625 FT. NORTH OF MILE POST
 EK0604'577, 479 FT. SOUTH OF SEMAPHORES 576.7 AND 576.8, 45 FT. EAST
 EK0604'OF TRACKS AND 20 FT. SOUTH OF PRIVATE ROAD CROSSING.
 EK0604
 EK0604                          STATION RECOVERY (1934)
 EK0604
 EK0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0604'RECOVERED IN GOOD CONDITION.
 EK0604
 EK0604                          STATION RECOVERY (2013)
 EK0604
 EK0604'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (BIW)
 EK0604'MONUMENT FOUND IN GOOD CONDITION, FLUSH WITH GROUND, 96 FEET SOUTH OF
 EK0604'CURRENT SEMAPHORES 576.7 AND 576.8 (ONE SEMAPHORE)AND 47 FEET EAST OF
 EK0604'CURRENT TRACK.
 EK0604
 EK0604                          STATION RECOVERY (2020)
 EK0604
 EK0604'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (BAM)
 EK0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0638 ***********************************************************************
 FH0638  DESIGNATION -  J 160
 FH0638  PID         -  FH0638
 FH0638  STATE/COUNTY-  OK/LATIMER
 FH0638  COUNTRY     -  US
 FH0638  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0638
 FH0638                         *CURRENT SURVEY CONTROL
 FH0638  ______________________________________________________________________
 FH0638* NAD 83(1986) POSITION- 35 03 14.99   (N) 095 19 25.01   (W)   HD_HELD1
 FH0638* NAVD 88 ORTHO HEIGHT -   296.969 (meters)      974.31  (feet) ADJUSTED
 FH0638  ______________________________________________________________________
 FH0638  GEOID HEIGHT    -        -30.837 (meters)                     GEOID18
 FH0638  DYNAMIC HEIGHT  -        296.668 (meters)      973.32  (feet) COMP
 FH0638  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 FH0638
 FH0638  VERT ORDER      -  SECOND    CLASS 0
 FH0638
 FH0638.The horizontal coordinates were determined by differentially corrected
 FH0638.hand held GPS observations or other comparable positioning techniques
 FH0638.and have an estimated accuracy of +/- 3 meters.
 FH0638
 FH0638.The orthometric height was determined by differential leveling and
 FH0638.adjusted by the NATIONAL GEODETIC SURVEY
 FH0638.in June 1991.
 FH0638
 FH0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0638.GEOID18 height accuracy estimate available here.
 FH0638
 FH0638.Click photographs - Photos may exist for this station.
 FH0638
 FH0638.The dynamic height is computed by dividing the NAVD 88
 FH0638.geopotential number by the normal gravity value computed on the
 FH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0638.degrees latitude (g = 980.6199 gals.).
 FH0638
 FH0638.The modeled gravity was interpolated from observed gravity values.
 FH0638
 FH0638;                    North         East    Units  Estimated Accuracy
 FH0638;SPC OK S     -   194,120.6     844,125.2     MT  (+/- 3 meters HH1 GPS) 
 FH0638
 FH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8808681518(NAD 83)
 FH0638
 FH0638                          SUPERSEDED SURVEY CONTROL
 FH0638
 FH0638  NGVD 29 (??/??/92)  296.854  (m)          973.93   (f) ADJ UNCH    2 0
 FH0638
 FH0638.Superseded values are not recommended for survey control.
 FH0638
 FH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0638.See file dsdata.pdf to determine how the superseded data were derived.
 FH0638
 FH0638_MARKER: DB = BENCH MARK DISK
 FH0638_SETTING: 80 = SET IN A BOULDER
 FH0638_STAMPING: J 160 1934
 FH0638_MARK LOGO: CGS
 FH0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0638+STABILITY: SURFACE MOTION
 FH0638
 FH0638  HISTORY     - Date     Condition        Report By
 FH0638  HISTORY     - 1934     MONUMENTED       CGS
 FH0638  HISTORY     - 1967     GOOD             USGS
 FH0638
 FH0638                          STATION DESCRIPTION
 FH0638
 FH0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0638'8.3 MI S FROM QUINTON.
 FH0638'8.3 MILES SOUTH OF, ALONG ST. HWY. 2, FROM RY. STATION.
 FH0638'SUMMIT OF SMALL HILL, A BRONZE TABLET SET IN SANDSTONE BOULDER
 FH0638'3.5 FT. SQUARE, 0.8 FT. ABOVE GROUND, ABOUT 0.2 MILE SOUTHEAST
 FH0638'OF HASKELL-LATIMER COUNTY LINE, 51.4 FEET SOUTHWEST OF CENTERLINE
 FH0638'OF STATE HWY. 2, 18.3 FEET WEST OF SINGLE PINE TREE, 1.5 FT.
 FH0638'IN DIAMETER AT BASE, 12 FEET SOUTH OF BOULDER 4.5 FT. SQUARE,
 FH0638'2.5 FT. HIGH.  NOTE-- 10.3 FT. WEST OF A SINGLE PINE TREE
 FH0638'1.5 FT. IN DIAMETER AT THE 12 FEET SOUTHWEST OF A BOULDER.
 FH0638'24 FT. WEST OF WEST ROW FENCE, 114 FT EAST OF S CORNER HOUSE,
 FH0638'15 FT SW OF POWER POLE AND STEEL WITNESS SIGN, 50 FT. WEST OF
 FH0638'CENTERLINE OLD HWY 2.
 FH0638
 FH0638                          STATION RECOVERY (1967)
 FH0638
 FH0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0437 ***********************************************************************
 FH0437  DESIGNATION -  J 164
 FH0437  PID         -  FH0437
 FH0437  STATE/COUNTY-  OK/CHEROKEE
 FH0437  COUNTRY     -  US
 FH0437  USGS QUAD   -  TAHLEQUAH (2019)
 FH0437
 FH0437                         *CURRENT SURVEY CONTROL
 FH0437  ______________________________________________________________________
 FH0437* NAD 83(1986) POSITION- 35 57 52.     (N) 094 54 33.     (W)   SCALED
 FH0437* NAVD 88 ORTHO HEIGHT -   231.450 (meters)      759.35  (feet) ADJUSTED
 FH0437  ______________________________________________________________________
 FH0437  GEOID HEIGHT    -        -28.867 (meters)                     GEOID18
 FH0437  DYNAMIC HEIGHT  -        231.244 (meters)      758.67  (feet) COMP
 FH0437  MODELED GRAVITY -    979,737.6   (mgal)                       NAVD 88
 FH0437
 FH0437  VERT ORDER      -  SECOND    CLASS 0
 FH0437
 FH0437.The horizontal coordinates were scaled from a map and have
 FH0437.an estimated accuracy of +/- 6 seconds.
 FH0437
 FH0437.The orthometric height was determined by differential leveling and
 FH0437.adjusted by the NATIONAL GEODETIC SURVEY
 FH0437.in June 1991.
 FH0437
 FH0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0437.GEOID18 height accuracy estimate available here.
 FH0437
 FH0437.Click photographs - Photos may exist for this station.
 FH0437
 FH0437.The dynamic height is computed by dividing the NAVD 88
 FH0437.geopotential number by the normal gravity value computed on the
 FH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0437.degrees latitude (g = 980.6199 gals.).
 FH0437
 FH0437.The modeled gravity was interpolated from observed gravity values.
 FH0437
 FH0437;                    North         East    Units  Estimated Accuracy
 FH0437;SPC OK N     -   111,450.      878,750.      MT  (+/- 180 meters Scaled)
 FH0437
 FH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV278816(NAD 83)
 FH0437
 FH0437                          SUPERSEDED SURVEY CONTROL
 FH0437
 FH0437  NGVD 29 (??/??/92)  231.315  (m)          758.91   (f) ADJ UNCH    2 0
 FH0437
 FH0437.Superseded values are not recommended for survey control.
 FH0437
 FH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0437.See file dsdata.pdf to determine how the superseded data were derived.
 FH0437
 FH0437_MARKER: DB = BENCH MARK DISK
 FH0437_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0437_STAMPING: J 164 1934
 FH0437_MARK LOGO: CGS
 FH0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0437
 FH0437  HISTORY     - Date     Condition        Report By
 FH0437  HISTORY     - 1934     MONUMENTED       CGS
 FH0437  HISTORY     - 1960     GOOD             CGS
 FH0437
 FH0437                          STATION DESCRIPTION
 FH0437
 FH0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0437'6.4 MI NE FROM TAHLEQUAH.
 FH0437'6.4 MILES NORTHEAST OF, ALONG ST. HWY. 10, FROM COUNTY COURTHOUSE,
 FH0437'ABOUT 1.3 MILES SOUTHEAST OF MC SPADDEN FALLS, ABOUT 250 FEET
 FH0437'NORTHWEST OF CONCRETE PIPE CULVERT UNDER HWY, 41 FEET NORTHEAST OF
 FH0437'CENTERLINE OF ST. HWY. 10, 19 FEET NORTHEAST OF FENCE LINE, TABLET
 FH0437'SET IN PRECAST CONCRETE POST SET 500 FEET SOUTHEAST OF BOTTOM OF
 FH0437'NO MOUTH HILL.  NOTE-- 41 FT. NE OF CENTERLINE OF HIGHWAY AND
 FH0437'40 FT. NW OF CENTERLINE OF A PRIVATE RD. LEADING NE ACROSS A
 FH0437'WOODEN CATTLE GUARD
 FH0437
 FH0437                          STATION RECOVERY (1960)
 FH0437
 FH0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0433 ***********************************************************************
 FH0433  DESIGNATION -  J 165
 FH0433  PID         -  FH0433
 FH0433  STATE/COUNTY-  OK/ADAIR
 FH0433  COUNTRY     -  US
 FH0433  USGS QUAD   -  WESTVILLE (2019)
 FH0433
 FH0433                         *CURRENT SURVEY CONTROL
 FH0433  ______________________________________________________________________
 FH0433* NAD 83(1986) POSITION- 35 59 17.     (N) 094 37 20.     (W)   SCALED
 FH0433* NAVD 88 ORTHO HEIGHT -   304.303 (meters)      998.37  (feet) ADJUSTED
 FH0433  ______________________________________________________________________
 FH0433  GEOID HEIGHT    -        -28.592 (meters)                     GEOID18
 FH0433  DYNAMIC HEIGHT  -        304.031 (meters)      997.48  (feet) COMP
 FH0433  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 FH0433
 FH0433  VERT ORDER      -  SECOND    CLASS 0
 FH0433
 FH0433.The horizontal coordinates were scaled from a map and have
 FH0433.an estimated accuracy of +/- 6 seconds.
 FH0433
 FH0433.The orthometric height was determined by differential leveling and
 FH0433.adjusted by the NATIONAL GEODETIC SURVEY
 FH0433.in June 1991.
 FH0433
 FH0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0433.GEOID18 height accuracy estimate available here.
 FH0433
 FH0433.Click photographs - Photos may exist for this station.
 FH0433
 FH0433.The dynamic height is computed by dividing the NAVD 88
 FH0433.geopotential number by the normal gravity value computed on the
 FH0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0433.degrees latitude (g = 980.6199 gals.).
 FH0433
 FH0433.The modeled gravity was interpolated from observed gravity values.
 FH0433
 FH0433;                    North         East    Units  Estimated Accuracy
 FH0433;SPC OK N     -   114,930.      904,520.      MT  (+/- 180 meters Scaled)
 FH0433
 FH0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV537838(NAD 83)
 FH0433
 FH0433                          SUPERSEDED SURVEY CONTROL
 FH0433
 FH0433  NGVD 29 (??/??/92)  304.150  (m)          997.87   (f) ADJ UNCH    2 0
 FH0433
 FH0433.Superseded values are not recommended for survey control.
 FH0433
 FH0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0433.See file dsdata.pdf to determine how the superseded data were derived.
 FH0433
 FH0433_MARKER: DB = BENCH MARK DISK
 FH0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0433_SP_SET: PIER FOOTING
 FH0433_STAMPING: J 165 1934
 FH0433_MARK LOGO: CGS
 FH0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0433
 FH0433  HISTORY     - Date     Condition        Report By
 FH0433  HISTORY     - 1934     MONUMENTED       CGS
 FH0433  HISTORY     - 1972     GOOD             USGS
 FH0433
 FH0433                          STATION DESCRIPTION
 FH0433
 FH0433'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0433'4.2 MI W FROM WESTVILLE.
 FH0433'4.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FH0433'THE CROSSING OF THE KANSAS CITY SOUTHERN RAILWAY AT WESTVILLE,
 FH0433'ABOUT 3.0 MI W. ALONG U.S. HWY 62, IN SE 1/4 SEC 34, T. 18 N.,
 FH0433'R. 25 E., 26 FT LOWER THAN HWY OVERPASS, IN THE CENTER OF THE EAST
 FH0433'WALL OF THE CONCRETE FOOTING OF THE WEST CONCRETE PIER, 12 FT W. OF
 FH0433'OLD RAILROAD GRADE, 4.0 FT HIGHER THAN GRADE, STANDARD USC AND
 FH0433'GS TABLET SET VERTICALLY STAMPED J 165 1934
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0646 ***********************************************************************
 EK0646  DESIGNATION -  J 166
 EK0646  PID         -  EK0646
 EK0646  STATE/COUNTY-  OK/PITTSBURG
 EK0646  COUNTRY     -  US
 EK0646  USGS QUAD   -  MCALESTER (2018)
 EK0646
 EK0646                         *CURRENT SURVEY CONTROL
 EK0646  ______________________________________________________________________
 EK0646* NAD 83(1986) POSITION- 34 55 56.     (N) 095 45 54.     (W)   SCALED
 EK0646* NAVD 88 ORTHO HEIGHT -   228.484 (meters)      749.62  (feet) ADJUSTED
 EK0646  ______________________________________________________________________
 EK0646  GEOID HEIGHT    -        -30.036 (meters)                     GEOID18
 EK0646  DYNAMIC HEIGHT  -        228.255 (meters)      748.87  (feet) COMP
 EK0646  MODELED GRAVITY -    979,624.8   (mgal)                       NAVD 88
 EK0646
 EK0646  VERT ORDER      -  SECOND    CLASS 0
 EK0646
 EK0646.The horizontal coordinates were scaled from a map and have
 EK0646.an estimated accuracy of +/- 6 seconds.
 EK0646
 EK0646.The orthometric height was determined by differential leveling and
 EK0646.adjusted by the NATIONAL GEODETIC SURVEY
 EK0646.in June 1991.
 EK0646
 EK0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0646.GEOID18 height accuracy estimate available here.
 EK0646
 EK0646.Click photographs - Photos may exist for this station.
 EK0646
 EK0646.The dynamic height is computed by dividing the NAVD 88
 EK0646.geopotential number by the normal gravity value computed on the
 EK0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0646.degrees latitude (g = 980.6199 gals.).
 EK0646
 EK0646.The modeled gravity was interpolated from observed gravity values.
 EK0646
 EK0646;                    North         East    Units  Estimated Accuracy
 EK0646;SPC OK S     -   179,620.      804,170.      MT  (+/- 180 meters Scaled)
 EK0646
 EK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU474690(NAD 83)
 EK0646
 EK0646                          SUPERSEDED SURVEY CONTROL
 EK0646
 EK0646  NGVD 29 (??/??/92)  228.374  (m)          749.26   (f) ADJ UNCH    2 0
 EK0646
 EK0646.Superseded values are not recommended for survey control.
 EK0646
 EK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0646.See file dsdata.pdf to determine how the superseded data were derived.
 EK0646
 EK0646_MARKER: DB = BENCH MARK DISK
 EK0646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0646_SP_SET: RETAINING WALL
 EK0646_STAMPING: J 166 1934
 EK0646_MARK LOGO: CGS
 EK0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0646+STABILITY: SURFACE MOTION
 EK0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0646+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0646
 EK0646  HISTORY     - Date     Condition        Report By
 EK0646  HISTORY     - 1934     MONUMENTED       CGS
 EK0646  HISTORY     - 1988     GOOD             USPSQD
 EK0646  HISTORY     - 1988     GOOD             USPSQD
 EK0646  HISTORY     - 20101107 GOOD             GEOCAC
 EK0646
 EK0646                          STATION DESCRIPTION
 EK0646
 EK0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0646'IN MC ALESTER.
 EK0646'IN THE TOWN OF MC ALESTER TABLET SET HORIZONTALLY IN CONCRETE
 EK0646'RETAINING WALL TO STEPS OF FEDERAL BUILDING (U.S. POST OFFICE)
 EK0646'ON NORTHEAST CORNER OF GRAND AND THIRD STREETS, 14.8 FEET WEST
 EK0646'OF CENTERLINE OF SOUTH ENTRANCE TO BUILDING, 6.7 FEET NORTH
 EK0646'OF LAMP POST, 1.2 FEET SOUTH OF SOUTH SIDE OF PORCH, 0.7 FEET
 EK0646'ABOVE TOP STEP.
 EK0646
 EK0646                          STATION RECOVERY (1988)
 EK0646
 EK0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0646'RECOVERED IN GOOD CONDITION.
 EK0646
 EK0646                          STATION RECOVERY (1988)
 EK0646
 EK0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 EK0646'RECOVERED IN GOOD CONDITION.
 EK0646
 EK0646                          STATION RECOVERY (2010)
 EK0646
 EK0646'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0304 ***********************************************************************
 EK0304  DESIGNATION -  J 168
 EK0304  PID         -  EK0304
 EK0304  STATE/COUNTY-  OK/MCCURTAIN
 EK0304  COUNTRY     -  US
 EK0304  USGS QUAD   -  BETHEL (2018)
 EK0304
 EK0304                         *CURRENT SURVEY CONTROL
 EK0304  ______________________________________________________________________
 EK0304* NAD 83(1986) POSITION- 34 15 56.     (N) 094 47 46.     (W)   SCALED
 EK0304* NAVD 88 ORTHO HEIGHT -   283.330 (meters)      929.56  (feet) ADJUSTED
 EK0304  ______________________________________________________________________
 EK0304  GEOID HEIGHT    -        -29.779 (meters)                     GEOID18
 EK0304  DYNAMIC HEIGHT  -        283.024 (meters)      928.55  (feet) COMP
 EK0304  MODELED GRAVITY -    979,552.1   (mgal)                       NAVD 88
 EK0304
 EK0304  VERT ORDER      -  SECOND    CLASS 0
 EK0304
 EK0304.The horizontal coordinates were scaled from a map and have
 EK0304.an estimated accuracy of +/- 6 seconds.
 EK0304
 EK0304.The orthometric height was determined by differential leveling and
 EK0304.adjusted by the NATIONAL GEODETIC SURVEY
 EK0304.in June 1991.
 EK0304
 EK0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0304.GEOID18 height accuracy estimate available here.
 EK0304
 EK0304.Click photographs - Photos may exist for this station.
 EK0304
 EK0304.The dynamic height is computed by dividing the NAVD 88
 EK0304.geopotential number by the normal gravity value computed on the
 EK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0304.degrees latitude (g = 980.6199 gals.).
 EK0304
 EK0304.The modeled gravity was interpolated from observed gravity values.
 EK0304
 EK0304;                    North         East    Units  Estimated Accuracy
 EK0304;SPC OK S     -   108,090.      895,000.      MT  (+/- 180 meters Scaled)
 EK0304
 EK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT346930(NAD 83)
 EK0304
 EK0304                          SUPERSEDED SURVEY CONTROL
 EK0304
 EK0304  NGVD 29 (??/??/92)  283.280  (m)          929.39   (f) ADJ UNCH    2 0
 EK0304
 EK0304.Superseded values are not recommended for survey control.
 EK0304
 EK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0304.See file dsdata.pdf to determine how the superseded data were derived.
 EK0304
 EK0304_MARKER: DB = BENCH MARK DISK
 EK0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0304_SP_SET: CULVERT HEADWALL
 EK0304_STAMPING: J 168 1934
 EK0304_MARK LOGO: CGS
 EK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0304+STABILITY: SURFACE MOTION
 EK0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0304+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 EK0304
 EK0304  HISTORY     - Date     Condition        Report By
 EK0304  HISTORY     - 1934     MONUMENTED       CGS
 EK0304  HISTORY     - 20090715 GOOD             AIRDAT
 EK0304
 EK0304                          STATION DESCRIPTION
 EK0304
 EK0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0304'7.9 MI S FROM BETHEL.
 EK0304'7.9 MILES SOUTH OF, ALONG ST. HWY 21 BRONZE TABLET IN NORTHEAST
 EK0304'HEADWALL OF CONCRETE HIGHWAY CULVERT, OUTSIDE OF CURVE ON
 EK0304'SOUTHEAST SLOPE OF WINDING HILL, 235 FEET SOUTHEAST OF CENTERLINE
 EK0304'OF ROAD LEADING WEST TO L.O. THOMPSON RANCH, 12.5 FEET NORTHEAST
 EK0304'OF CENTERLINE OF ST. HWY. 21.
 EK0304
 EK0304                          STATION RECOVERY (2009)
 EK0304
 EK0304'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (KEG)
 EK0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0480 ***********************************************************************
 GG0480  DESIGNATION -  J 17
 GG0480  PID         -  GG0480
 GG0480  STATE/COUNTY-  OK/NOWATA
 GG0480  COUNTRY     -  US
 GG0480  USGS QUAD   -  NOWATA WEST (2019)
 GG0480
 GG0480                         *CURRENT SURVEY CONTROL
 GG0480  ______________________________________________________________________
 GG0480* NAD 83(1986) POSITION- 36 38 29.     (N) 095 38 56.     (W)   SCALED
 GG0480* NAVD 88 ORTHO HEIGHT -   211.163 (meters)      692.79  (feet) ADJUSTED
 GG0480  ______________________________________________________________________
 GG0480  GEOID HEIGHT    -        -29.302 (meters)                     GEOID18
 GG0480  DYNAMIC HEIGHT  -        210.988 (meters)      692.22  (feet) COMP
 GG0480  MODELED GRAVITY -    979,795.7   (mgal)                       NAVD 88
 GG0480
 GG0480  VERT ORDER      -  FIRST     CLASS II
 GG0480
 GG0480.The horizontal coordinates were scaled from a map and have
 GG0480.an estimated accuracy of +/- 6 seconds.
 GG0480
 GG0480.The orthometric height was determined by differential leveling and
 GG0480.adjusted by the NATIONAL GEODETIC SURVEY
 GG0480.in June 1991.
 GG0480
 GG0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0480.GEOID18 height accuracy estimate available here.
 GG0480
 GG0480.Click photographs - Photos may exist for this station.
 GG0480
 GG0480.The dynamic height is computed by dividing the NAVD 88
 GG0480.geopotential number by the normal gravity value computed on the
 GG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0480.degrees latitude (g = 980.6199 gals.).
 GG0480
 GG0480.The modeled gravity was interpolated from observed gravity values.
 GG0480
 GG0480;                    North         East    Units  Estimated Accuracy
 GG0480;SPC OK N     -   184,670.      810,230.      MT  (+/- 180 meters Scaled)
 GG0480
 GG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA631583(NAD 83)
 GG0480
 GG0480                          SUPERSEDED SURVEY CONTROL
 GG0480
 GG0480  NGVD 29 (??/??/92)  211.039  (m)          692.38   (f) ADJ UNCH    1 2
 GG0480
 GG0480.Superseded values are not recommended for survey control.
 GG0480
 GG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0480.See file dsdata.pdf to determine how the superseded data were derived.
 GG0480
 GG0480_MARKER: DB = BENCH MARK DISK
 GG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0480_STAMPING: J 17 1933
 GG0480_MARK LOGO: CGS
 GG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0480+STABILITY: SURFACE MOTION
 GG0480
 GG0480  HISTORY     - Date     Condition        Report By
 GG0480  HISTORY     - 1933     MONUMENTED       CGS
 GG0480
 GG0480                          STATION DESCRIPTION
 GG0480
 GG0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0480'3.9 MI S FROM NOWATA.
 GG0480'ABOUT 3.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0480'NOWATA, NOWATA COUNTY, ABOUT 3-1/2 POLES NORTH OF MILEPOST 636,
 GG0480'AT A ROAD CROSSING, ABOUT 48 YARDS NORTH OF THE ROAD, ABOUT 45
 GG0480'FEET WEST OF THE WEST RAIL, AND ABOUT 40 FEET EAST OF THE CENTER
 GG0480'LINE OF STATE HIGHWAY 16.  A STANDARD DISK, STAMPED J 17 1933
 GG0480'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GG0480'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0538 ***********************************************************************
 FJ0538  DESIGNATION -  J 170
 FJ0538  PID         -  FJ0538
 FJ0538  STATE/COUNTY-  OK/CANADIAN
 FJ0538  COUNTRY     -  US
 FJ0538  USGS QUAD   -  EL RENO (2018)
 FJ0538
 FJ0538                         *CURRENT SURVEY CONTROL
 FJ0538  ______________________________________________________________________
 FJ0538* NAD 83(1986) POSITION- 35 30 29.     (N) 097 58 20.     (W)   SCALED
 FJ0538* NAVD 88 ORTHO HEIGHT -   428.066 (meters)     1404.41  (feet) POSTED
 FJ0538  ______________________________________________________________________
 FJ0538  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FJ0538  DYNAMIC HEIGHT  -        427.65  (meters)     1403.0   (feet) COMP
 FJ0538  MODELED GRAVITY -    979,641.1   (mgal)                       NAVD 88
 FJ0538
 FJ0538  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0538
 FJ0538.The horizontal coordinates were scaled from a map and have
 FJ0538.an estimated accuracy of +/- 6 seconds.
 FJ0538
 FJ0538.The orthometric height was determined by differential leveling
 FJ0538.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0538
 FJ0538.* This is a POSTED BENCH MARK height.
 FJ0538
 FJ0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0538.GEOID18 height accuracy estimate available here.
 FJ0538
 FJ0538.Click photographs - Photos may exist for this station.
 FJ0538
 FJ0538.The dynamic height is computed by dividing the NAVD 88
 FJ0538.geopotential number by the normal gravity value computed on the
 FJ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0538.degrees latitude (g = 980.6199 gals.).
 FJ0538
 FJ0538.The modeled gravity was interpolated from observed gravity values.
 FJ0538
 FJ0538;                    North         East    Units  Estimated Accuracy
 FJ0538;SPC OK N     -    56,370.      602,520.      MT  (+/- 180 meters Scaled)
 FJ0538
 FJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE932298(NAD 83)
 FJ0538
 FJ0538                          SUPERSEDED SURVEY CONTROL
 FJ0538
 FJ0538  NGVD 29 (??/??/92)  427.884  (m)         1403.82   (f) ADJ UNCH    1 2
 FJ0538
 FJ0538.Superseded values are not recommended for survey control.
 FJ0538
 FJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0538.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0538
 FJ0538_MARKER: DB = BENCH MARK DISK
 FJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0538_STAMPING: J 170 1953
 FJ0538_MARK LOGO: CGS
 FJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0538+STABILITY: SURFACE MOTION
 FJ0538
 FJ0538  HISTORY     - Date     Condition        Report By
 FJ0538  HISTORY     - 1953     MONUMENTED       CGS
 FJ0538  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0538  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0538  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 FJ0538
 FJ0538                          STATION DESCRIPTION
 FJ0538
 FJ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0538'2.4 MI SW FROM EL RENO.
 FJ0538'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0538'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG U.S.
 FJ0538'HIGHWAY 66, THENCE 1.6 MILES SOUTH ALONG AN OILED ROAD, 54 FEET
 FJ0538'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 23.7 FEET NORTH OF
 FJ0538'THE CENTER LINE OF AN EAST AND WEST ROAD, 15 FEET EAST OF A POWER
 FJ0538'POLE, 2.2 FEET SOUTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST,
 FJ0538'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FJ0538'THE GROUND.
 FJ0538
 FJ0538                          STATION RECOVERY (1971)
 FJ0538
 FJ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0538'MARK NOT FOUND.
 FJ0538
 FJ0538                          STATION RECOVERY (1984)
 FJ0538
 FJ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0538'SEARCHED FOR AND NOT RECOVERED, ASSUMED LOST DURING CONSTRUCTION OF
 FJ0538'INTERSTATE HIGHWAY 40.
 FJ0538
 FJ0538                          STATION RECOVERY (2004)
 FJ0538
 FJ0538'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0014 ***********************************************************************
 FK0014  DESIGNATION -  J 171
 FK0014  PID         -  FK0014
 FK0014  STATE/COUNTY-  OK/CANADIAN
 FK0014  COUNTRY     -  US
 FK0014  USGS QUAD   -  PORCUPINE BUTTE (2018)
 FK0014
 FK0014                         *CURRENT SURVEY CONTROL
 FK0014  ______________________________________________________________________
 FK0014* NAD 83(1986) POSITION- 35 37 38.     (N) 098 13 10.     (W)   SCALED
 FK0014* NAVD 88 ORTHO HEIGHT -   434.451 (meters)     1425.36  (feet) ADJUSTED
 FK0014  ______________________________________________________________________
 FK0014  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 FK0014  DYNAMIC HEIGHT  -        434.030 (meters)     1423.98  (feet) COMP
 FK0014  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 FK0014
 FK0014  VERT ORDER      -  FIRST     CLASS II
 FK0014
 FK0014.The horizontal coordinates were scaled from a map and have
 FK0014.an estimated accuracy of +/- 6 seconds.
 FK0014
 FK0014.The orthometric height was determined by differential leveling and
 FK0014.adjusted by the NATIONAL GEODETIC SURVEY
 FK0014.in June 1991.
 FK0014
 FK0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0014.GEOID18 height accuracy estimate available here.
 FK0014
 FK0014.Click photographs - Photos may exist for this station.
 FK0014
 FK0014.The dynamic height is computed by dividing the NAVD 88
 FK0014.geopotential number by the normal gravity value computed on the
 FK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0014.degrees latitude (g = 980.6199 gals.).
 FK0014
 FK0014.The modeled gravity was interpolated from observed gravity values.
 FK0014
 FK0014;                    North         East    Units  Estimated Accuracy
 FK0014;SPC OK N     -    69,620.      580,120.      MT  (+/- 180 meters Scaled)
 FK0014
 FK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE706428(NAD 83)
 FK0014
 FK0014                          SUPERSEDED SURVEY CONTROL
 FK0014
 FK0014  NGVD 29 (??/??/92)  434.266  (m)         1424.75   (f) ADJ UNCH    1 2
 FK0014
 FK0014.Superseded values are not recommended for survey control.
 FK0014
 FK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0014.See file dsdata.pdf to determine how the superseded data were derived.
 FK0014
 FK0014_MARKER: DB = BENCH MARK DISK
 FK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0014_STAMPING: J 171 1953
 FK0014_MARK LOGO: CGS
 FK0014_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0014+STABILITY: SURFACE MOTION
 FK0014
 FK0014  HISTORY     - Date     Condition        Report By
 FK0014  HISTORY     - 1953     MONUMENTED       CGS
 FK0014  HISTORY     - 1975     MARK NOT FOUND   USGS
 FK0014
 FK0014                          STATION DESCRIPTION
 FK0014
 FK0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0014'5.7 MI E FROM GEARY.
 FK0014'5.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0014'RAILROAD FROM THE STATION AT GEARY, 0.3 MILE EAST OF A ROAD
 FK0014'CROSSING, 6 POLES WEST OF MILEPOST 529, 44.6 FEET NORTH OF THE
 FK0014'NORTH RAIL, 24 FEET WEST OF THE CENTER OF A WIRE GATE, 2.3 FEET
 FK0014'SOUTH OF A FENCE, 3.6 FEET WEST OF A WITNESS POST, SET IN THE
 FK0014'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FK0014
 FK0014                          STATION RECOVERY (1975)
 FK0014
 FK0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FK0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0206 ***********************************************************************
 FK0206  DESIGNATION -  J 173
 FK0206  PID         -  FK0206
 FK0206  STATE/COUNTY-  OK/CUSTER
 FK0206  COUNTRY     -  US
 FK0206  USGS QUAD   -  CLINTON (2018)
 FK0206
 FK0206                         *CURRENT SURVEY CONTROL
 FK0206  ______________________________________________________________________
 FK0206* NAD 83(1986) POSITION- 35 32 14.     (N) 098 56 24.     (W)   SCALED
 FK0206* NAVD 88 ORTHO HEIGHT -   477.579 (meters)     1566.86  (feet) ADJUSTED
 FK0206  ______________________________________________________________________
 FK0206  GEOID HEIGHT    -        -27.257 (meters)                     GEOID18
 FK0206  DYNAMIC HEIGHT  -        477.101 (meters)     1565.29  (feet) COMP
 FK0206  MODELED GRAVITY -    979,618.9   (mgal)                       NAVD 88
 FK0206
 FK0206  VERT ORDER      -  FIRST     CLASS II
 FK0206
 FK0206.This mark is at Clinton Airport (CLK)
 FK0206
 FK0206.The horizontal coordinates were scaled from a map and have
 FK0206.an estimated accuracy of +/- 6 seconds.
 FK0206
 FK0206.The orthometric height was determined by differential leveling and
 FK0206.adjusted by the NATIONAL GEODETIC SURVEY
 FK0206.in June 1991.
 FK0206
 FK0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0206.GEOID18 height accuracy estimate available here.
 FK0206
 FK0206.Click photographs - Photos may exist for this station.
 FK0206
 FK0206.The dynamic height is computed by dividing the NAVD 88
 FK0206.geopotential number by the normal gravity value computed on the
 FK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0206.degrees latitude (g = 980.6199 gals.).
 FK0206
 FK0206.The modeled gravity was interpolated from observed gravity values.
 FK0206
 FK0206;                    North         East    Units  Estimated Accuracy
 FK0206;SPC OK N     -    60,020.      514,760.      MT  (+/- 180 meters Scaled)
 FK0206
 FK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE054326(NAD 83)
 FK0206
 FK0206                          SUPERSEDED SURVEY CONTROL
 FK0206
 FK0206  NGVD 29 (??/??/92)  477.375  (m)         1566.19   (f) ADJ UNCH    1 2
 FK0206
 FK0206.Superseded values are not recommended for survey control.
 FK0206
 FK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0206.See file dsdata.pdf to determine how the superseded data were derived.
 FK0206
 FK0206_MARKER: DB = BENCH MARK DISK
 FK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0206_STAMPING: J 173 1953
 FK0206_MARK LOGO: CGS
 FK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0206+STABILITY: SURFACE MOTION
 FK0206
 FK0206  HISTORY     - Date     Condition        Report By
 FK0206  HISTORY     - 1953     MONUMENTED       CGS
 FK0206  HISTORY     - 1955     GOOD             CGS
 FK0206  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0206  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 FK0206
 FK0206                          STATION DESCRIPTION
 FK0206
 FK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0206'3.4 MI NE FROM CLINTON.
 FK0206'1.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0206'RAILROAD FROM THE STATION AT CLINTON, THENCE 1.55 MILES NORTH
 FK0206'ALONG AN OILED ROAD, AT THE ENTRANCE TO THE CLINTON AIRPORT, 38
 FK0206'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18 FEET
 FK0206'SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD, 2 FEET EAST OF A
 FK0206'FENCE, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FK0206'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FK0206
 FK0206                          STATION RECOVERY (1981)
 FK0206
 FK0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0206'MARK NOT FOUND.
 FK0206
 FK0206                          STATION RECOVERY (2006)
 FK0206
 FK0206'RECOVERY NOTE BY GEOCACHING 2006 (BRY)
 FK0206'FIELD PLOWED IN SPOT DESCRIBED. NOT FOUND, SUSPECT DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0314 ***********************************************************************
 FK0314  DESIGNATION -  J 174
 FK0314  PID         -  FK0314
 FK0314  STATE/COUNTY-  OK/WASHITA
 FK0314  COUNTRY     -  US
 FK0314  USGS QUAD   -  FOSS (2018)
 FK0314
 FK0314                         *CURRENT SURVEY CONTROL
 FK0314  ______________________________________________________________________
 FK0314* NAD 83(1986) POSITION- 35 26 23.33   (N) 099 12 53.06   (W)   HD_HELD1
 FK0314* NAVD 88 ORTHO HEIGHT -   524.375 (meters)     1720.39  (feet) ADJUSTED
 FK0314  ______________________________________________________________________
 FK0314  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FK0314  DYNAMIC HEIGHT  -        523.835 (meters)     1718.62  (feet) COMP
 FK0314  MODELED GRAVITY -    979,587.5   (mgal)                       NAVD 88
 FK0314
 FK0314  VERT ORDER      -  FIRST     CLASS II
 FK0314
 FK0314.The horizontal coordinates were determined by differentially corrected
 FK0314.hand held GPS observations or other comparable positioning techniques
 FK0314.and have an estimated accuracy of +/- 3 meters.
 FK0314
 FK0314.The orthometric height was determined by differential leveling and
 FK0314.adjusted by the NATIONAL GEODETIC SURVEY
 FK0314.in June 1991.
 FK0314
 FK0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0314.GEOID18 height accuracy estimate available here.
 FK0314
 FK0314.Click photographs - Photos may exist for this station.
 FK0314
 FK0314.The dynamic height is computed by dividing the NAVD 88
 FK0314.geopotential number by the normal gravity value computed on the
 FK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0314.degrees latitude (g = 980.6199 gals.).
 FK0314
 FK0314.The modeled gravity was interpolated from observed gravity values.
 FK0314
 FK0314;                    North         East    Units  Estimated Accuracy
 FK0314;SPC OK S     -   234,333.9     489,702.8     MT  (+/- 3 meters HH1 GPS) 
 FK0314
 FK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8051021839(NAD 83)
 FK0314
 FK0314                          SUPERSEDED SURVEY CONTROL
 FK0314
 FK0314  NGVD 29 (??/??/92)  524.144  (m)         1719.63   (f) ADJ UNCH    1 2
 FK0314
 FK0314.Superseded values are not recommended for survey control.
 FK0314
 FK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0314.See file dsdata.pdf to determine how the superseded data were derived.
 FK0314
 FK0314_MARKER: DB = BENCH MARK DISK
 FK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0314_STAMPING: J 174 1953
 FK0314_MARK LOGO: CGS
 FK0314_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0314+STABILITY: SURFACE MOTION
 FK0314
 FK0314  HISTORY     - Date     Condition        Report By
 FK0314  HISTORY     - 1953     MONUMENTED       CGS
 FK0314  HISTORY     - 1955     GOOD             CGS
 FK0314
 FK0314                          STATION DESCRIPTION
 FK0314
 FK0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0314'2.8 MI SW FROM FOSS.
 FK0314'2.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0314'RAILROAD FROM THE STATION AT FOSS, 5 POLES WEST OF MILEPOST 597,
 FK0314'45.8 FEET SOUTH OF THE SOUTH RAIL, 18 FEET NORTH OF THE CENTER
 FK0314'LINE OF A PRIVATE DIRT ROAD, 75 FEET WEST OF A CATTLE GUARD,
 FK0314'3 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN
 FK0314'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FK0314'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0349 ***********************************************************************
 FK0349  DESIGNATION -  J 175
 FK0349  PID         -  FK0349
 FK0349  STATE/COUNTY-  OK/BECKHAM
 FK0349  COUNTRY     -  US
 FK0349  USGS QUAD   -  ELK CITY (2018)
 FK0349
 FK0349                         *CURRENT SURVEY CONTROL
 FK0349  ______________________________________________________________________
 FK0349* NAD 83(1986) POSITION- 35 22 41.     (N) 099 27 38.     (W)   SCALED
 FK0349* NAVD 88 ORTHO HEIGHT -   631.075 (meters)     2070.45  (feet) ADJUSTED
 FK0349  ______________________________________________________________________
 FK0349  GEOID HEIGHT    -        -27.135 (meters)                     GEOID18
 FK0349  DYNAMIC HEIGHT  -        630.413 (meters)     2068.28  (feet) COMP
 FK0349  MODELED GRAVITY -    979,565.7   (mgal)                       NAVD 88
 FK0349
 FK0349  VERT ORDER      -  FIRST     CLASS II
 FK0349
 FK0349.The horizontal coordinates were scaled from a map and have
 FK0349.an estimated accuracy of +/- 6 seconds.
 FK0349
 FK0349.The orthometric height was determined by differential leveling and
 FK0349.adjusted by the NATIONAL GEODETIC SURVEY
 FK0349.in June 1991.
 FK0349
 FK0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0349.GEOID18 height accuracy estimate available here.
 FK0349
 FK0349.Click photographs - Photos may exist for this station.
 FK0349
 FK0349.The dynamic height is computed by dividing the NAVD 88
 FK0349.geopotential number by the normal gravity value computed on the
 FK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0349.degrees latitude (g = 980.6199 gals.).
 FK0349
 FK0349.The modeled gravity was interpolated from observed gravity values.
 FK0349
 FK0349;                    North         East    Units  Estimated Accuracy
 FK0349;SPC OK S     -   227,780.      467,290.      MT  (+/- 180 meters Scaled)
 FK0349
 FK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME581150(NAD 83)
 FK0349
 FK0349                          SUPERSEDED SURVEY CONTROL
 FK0349
 FK0349  NGVD 29 (??/??/92)  630.815  (m)         2069.60   (f) ADJ UNCH    1 2
 FK0349
 FK0349.Superseded values are not recommended for survey control.
 FK0349
 FK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0349.See file dsdata.pdf to determine how the superseded data were derived.
 FK0349
 FK0349_MARKER: DB = BENCH MARK DISK
 FK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0349_STAMPING: J 175 1953
 FK0349_MARK LOGO: CGS
 FK0349_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0349+STABILITY: SURFACE MOTION
 FK0349
 FK0349  HISTORY     - Date     Condition        Report By
 FK0349  HISTORY     - 1953     MONUMENTED       CGS
 FK0349  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0349
 FK0349                          STATION DESCRIPTION
 FK0349
 FK0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0349'4.3 MI SW FROM ELK CITY.
 FK0349'4.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0349'RAILROAD FROM THE STATION AT ELK CITY, 83 FEET SOUTHWEST OF THE
 FK0349'CENTER OF A GRAVELED ROAD CROSSING, 46.4 FEET WEST OF THE WEST
 FK0349'RAIL, 38 FEET NORTHEAST OF THE CENTER OF A STEEL CATTLE GUARD, 1
 FK0349'FOOT EAST OF A FENCE, 2.3 FEET NORTH OF A WITNESS POST, SET IN
 FK0349'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 FK0349'GROUND.
 FK0349
 FK0349                          STATION RECOVERY (1986)
 FK0349
 FK0349'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0415 ***********************************************************************
 FK0415  DESIGNATION -  J 176
 FK0415  PID         -  FK0415
 FK0415  STATE/COUNTY-  OK/BECKHAM
 FK0415  COUNTRY     -  US
 FK0415  USGS QUAD   -  SAYRE (2018)
 FK0415
 FK0415                         *CURRENT SURVEY CONTROL
 FK0415  ______________________________________________________________________
 FK0415* NAD 83(1986) POSITION- 35 15 34.     (N) 099 43 52.     (W)   SCALED
 FK0415* NAVD 88 ORTHO HEIGHT -   577.492 (meters)     1894.66  (feet) ADJUSTED
 FK0415  ______________________________________________________________________
 FK0415  GEOID HEIGHT    -        -26.617 (meters)                     GEOID18
 FK0415  DYNAMIC HEIGHT  -        576.899 (meters)     1892.71  (feet) COMP
 FK0415  MODELED GRAVITY -    979,588.0   (mgal)                       NAVD 88
 FK0415
 FK0415  VERT ORDER      -  FIRST     CLASS II
 FK0415
 FK0415.The horizontal coordinates were scaled from a map and have
 FK0415.an estimated accuracy of +/- 6 seconds.
 FK0415
 FK0415.The orthometric height was determined by differential leveling and
 FK0415.adjusted by the NATIONAL GEODETIC SURVEY
 FK0415.in June 1991.
 FK0415
 FK0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0415.GEOID18 height accuracy estimate available here.
 FK0415
 FK0415.Click photographs - Photos may exist for this station.
 FK0415
 FK0415.The dynamic height is computed by dividing the NAVD 88
 FK0415.geopotential number by the normal gravity value computed on the
 FK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0415.degrees latitude (g = 980.6199 gals.).
 FK0415
 FK0415.The modeled gravity was interpolated from observed gravity values.
 FK0415
 FK0415;                    North         East    Units  Estimated Accuracy
 FK0415;SPC OK S     -   215,010.      442,480.      MT  (+/- 180 meters Scaled)
 FK0415
 FK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME334020(NAD 83)
 FK0415
 FK0415                          SUPERSEDED SURVEY CONTROL
 FK0415
 FK0415  NGVD 29 (??/??/92)  577.266  (m)         1893.91   (f) ADJ UNCH    1 2
 FK0415
 FK0415.Superseded values are not recommended for survey control.
 FK0415
 FK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0415.See file dsdata.pdf to determine how the superseded data were derived.
 FK0415
 FK0415_MARKER: DB = BENCH MARK DISK
 FK0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0415_STAMPING: J 176 1953
 FK0415_MARK LOGO: CGS
 FK0415_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0415+STABILITY: SURFACE MOTION
 FK0415
 FK0415  HISTORY     - Date     Condition        Report By
 FK0415  HISTORY     - 1953     MONUMENTED       CGS
 FK0415
 FK0415                          STATION DESCRIPTION
 FK0415
 FK0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0415'6.1 MI SW FROM SAYRE.
 FK0415'6.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0415'RAILROAD FROM THE STATION AT SAYRE, 0.45 MILE NORTHEAST OF
 FK0415'MILEPOST 633, 45 FEET SOUTH OF THE SOUTH RAIL, 43 FEET NORTH
 FK0415'OF THE CENTER LINE OF U.S. HIGHWAY 66, 10 FEET NORTHWEST OF A
 FK0415'POWER POLE, 3.2 FEET EAST OF A WITNESS POST, 8 FEET ABOVE THE
 FK0415'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0415'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0237 ***********************************************************************
 EM0237  DESIGNATION -  J 177
 EM0237  PID         -  EM0237
 EM0237  STATE/COUNTY-  OK/JACKSON
 EM0237  COUNTRY     -  US
 EM0237  USGS QUAD   -  ALTUS (2018)
 EM0237
 EM0237                         *CURRENT SURVEY CONTROL
 EM0237  ______________________________________________________________________
 EM0237* NAD 83(1986) POSITION- 34 39 31.     (N) 099 16 45.     (W)   SCALED
 EM0237* NAVD 88 ORTHO HEIGHT -   413.636 (meters)     1357.07  (feet) POSTED
 EM0237  ______________________________________________________________________
 EM0237  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 EM0237  DYNAMIC HEIGHT  -        413.20  (meters)     1355.6   (feet) COMP
 EM0237  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 EM0237
 EM0237  VERT ORDER      -  * POSTED, SEE BELOW
 EM0237
 EM0237.The horizontal coordinates were scaled from a map and have
 EM0237.an estimated accuracy of +/- 6 seconds.
 EM0237
 EM0237.The orthometric height was determined by differential leveling
 EM0237.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0237
 EM0237.* This is a POSTED BENCH MARK height.
 EM0237
 EM0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0237.GEOID18 height accuracy estimate available here.
 EM0237
 EM0237.Click photographs - Photos may exist for this station.
 EM0237
 EM0237.The dynamic height is computed by dividing the NAVD 88
 EM0237.geopotential number by the normal gravity value computed on the
 EM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0237.degrees latitude (g = 980.6199 gals.).
 EM0237
 EM0237.The modeled gravity was interpolated from observed gravity values.
 EM0237
 EM0237;                    North         East    Units  Estimated Accuracy
 EM0237;SPC OK S     -   147,750.      482,760.      MT  (+/- 180 meters Scaled)
 EM0237
 EM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD744352(NAD 83)
 EM0237
 EM0237                          SUPERSEDED SURVEY CONTROL
 EM0237
 EM0237  NGVD 29 (??/??/92)  413.480  (m)         1356.56   (f) ADJ UNCH    1 2
 EM0237
 EM0237.Superseded values are not recommended for survey control.
 EM0237
 EM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0237.See file dsdata.pdf to determine how the superseded data were derived.
 EM0237
 EM0237_MARKER: DB = BENCH MARK DISK
 EM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0237_STAMPING: J 177 1956
 EM0237_MARK LOGO: CGS
 EM0237_PROJECTION: RECESSED 6 CENTIMETERS
 EM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0237+STABILITY: SURFACE MOTION
 EM0237
 EM0237  HISTORY     - Date     Condition        Report By
 EM0237  HISTORY     - 1956     MONUMENTED       CGS
 EM0237  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0237
 EM0237                          STATION DESCRIPTION
 EM0237
 EM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0237'5.35 MI NE FROM ALTUS.
 EM0237'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0237'STATION AT ALTUS,THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0237'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0237'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.65 MILE
 EM0237'NORTH ACROSS THE AIRPORT, THENCE 0.1 MILE NORTHWEST ACROSS THE
 EM0237'AIRPORT, AT THE ALTUS AIR FORCE BASE, 33 FEET EAST OF A LIGHT POLE, 85
 EM0237'FEET NORTH OF THE NORTHEAST CORNER OF BUILDING S-191, SET IN THE TOP
 EM0237'OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 EM0237
 EM0237                          STATION RECOVERY (1963)
 EM0237
 EM0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0100 ***********************************************************************
 GH0100  DESIGNATION -  J 18
 GH0100  PID         -  GH0100
 GH0100  STATE/COUNTY-  OK/TULSA
 GH0100  COUNTRY     -  US
 GH0100  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0100
 GH0100                         *CURRENT SURVEY CONTROL
 GH0100  ______________________________________________________________________
 GH0100* NAD 83(1986) POSITION- 36 04 41.     (N) 096 03 54.     (W)   SCALED
 GH0100* NAVD 88 ORTHO HEIGHT -   228.010 (meters)      748.06  (feet) ADJUSTED
 GH0100  ______________________________________________________________________
 GH0100  GEOID HEIGHT    -        -28.780 (meters)                     GEOID18
 GH0100  DYNAMIC HEIGHT  -        227.810 (meters)      747.41  (feet) COMP
 GH0100  MODELED GRAVITY -    979,750.2   (mgal)                       NAVD 88
 GH0100
 GH0100  VERT ORDER      -  FIRST     CLASS II
 GH0100
 GH0100.The horizontal coordinates were scaled from a map and have
 GH0100.an estimated accuracy of +/- 6 seconds.
 GH0100
 GH0100.The orthometric height was determined by differential leveling and
 GH0100.adjusted by the NATIONAL GEODETIC SURVEY
 GH0100.in June 1991.
 GH0100
 GH0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0100.GEOID18 height accuracy estimate available here.
 GH0100
 GH0100.Click photographs - Photos may exist for this station.
 GH0100
 GH0100.The dynamic height is computed by dividing the NAVD 88
 GH0100.geopotential number by the normal gravity value computed on the
 GH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0100.degrees latitude (g = 980.6199 gals.).
 GH0100
 GH0100.The modeled gravity was interpolated from observed gravity values.
 GH0100
 GH0100;                    North         East    Units  Estimated Accuracy
 GH0100;SPC OK N     -   121,350.      774,270.      MT  (+/- 180 meters Scaled)
 GH0100
 GH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE642965(NAD 83)
 GH0100
 GH0100                          SUPERSEDED SURVEY CONTROL
 GH0100
 GH0100  NGVD 29 (??/??/92)  227.890  (m)          747.67   (f) ADJ UNCH    1 2
 GH0100
 GH0100.Superseded values are not recommended for survey control.
 GH0100
 GH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0100.See file dsdata.pdf to determine how the superseded data were derived.
 GH0100
 GH0100_MARKER: DB = BENCH MARK DISK
 GH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0100_STAMPING: J 18 1933
 GH0100_MARK LOGO: CGS
 GH0100_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0100+STABILITY: SURFACE MOTION
 GH0100
 GH0100  HISTORY     - Date     Condition        Report By
 GH0100  HISTORY     - 1933     MONUMENTED       CGS
 GH0100  HISTORY     - 1969     GOOD             USGS
 GH0100  HISTORY     - 1985     GOOD
 GH0100  HISTORY     - 19940331 MARK NOT FOUND   NGS
 GH0100  HISTORY     - 20180702 MARK NOT FOUND   INDIV
 GH0100
 GH0100                          STATION DESCRIPTION
 GH0100
 GH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0100'7 MI S FROM TULSA.
 GH0100'ABOUT 7.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0100'FROM THE UNION STATION AT TULSA, TULSA COUNTY, ABOUT 271 YARDS
 GH0100'WEST OF THE STATION SIGN AT OAKHURST, AT A ROAD CROSSING, ABOUT
 GH0100'60 FEET EAST OF THE CENTER LINE OF THE ROAD, 68 FEET NORTH OF
 GH0100'THE CENTER LINE OF U.S. HIGHWAY 66, AND ABOUT 55 FEET SOUTH
 GH0100'OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 GH0100'J 18 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GH0100'ABOUT 6 INCHES ABOVE GROUND.
 GH0100
 GH0100                          STATION RECOVERY (1969)
 GH0100
 GH0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GH0100'RECOVERED IN GOOD CONDITION.
 GH0100
 GH0100                          STATION RECOVERY (1985)
 GH0100
 GH0100'RECOVERED 1985
 GH0100'RECOVERED IN GOOD CONDITION.
 GH0100
 GH0100                          STATION RECOVERY (1994)
 GH0100
 GH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GH0100'MARK NOT FOUND.
 GH0100
 GH0100                          STATION RECOVERY (2018)
 GH0100
 GH0100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MWF)
 GH0100'ONLY THE CONCRETE POST REMAINS.  THE CAP IS GONE.  THE POST MATCHES ON
 GH0100'3 OF THE 1933 TOPO CALLS.  THE TOP OF THE CONCRETE POST ID 0.4' LOWER
 GH0100'THAN THE PUBLISHED ELEVATION.  THE TOP 0.4' AND CAP HAVE BEEN TOTALLY
 GH0100'BUSTED OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0537 ***********************************************************************
 GH0537  DESIGNATION -  J 180
 GH0537  PID         -  GH0537
 GH0537  STATE/COUNTY-  OK/GRANT
 GH0537  COUNTRY     -  US
 GH0537  USGS QUAD   -  WAKITA (2018)
 GH0537
 GH0537                         *CURRENT SURVEY CONTROL
 GH0537  ______________________________________________________________________
 GH0537* NAD 83(1986) POSITION- 36 56 46.     (N) 097 59 12.     (W)   SCALED
 GH0537* NAVD 88 ORTHO HEIGHT -   357.218 (meters)     1171.97  (feet) ADJUSTED
 GH0537  ______________________________________________________________________
 GH0537  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 GH0537  DYNAMIC HEIGHT  -        356.922 (meters)     1171.00  (feet) COMP
 GH0537  MODELED GRAVITY -    979,791.1   (mgal)                       NAVD 88
 GH0537
 GH0537  VERT ORDER      -  FIRST     CLASS II
 GH0537
 GH0537.The horizontal coordinates were scaled from a map and have
 GH0537.an estimated accuracy of +/- 6 seconds.
 GH0537
 GH0537.The orthometric height was determined by differential leveling and
 GH0537.adjusted by the NATIONAL GEODETIC SURVEY
 GH0537.in June 1991.
 GH0537
 GH0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0537.GEOID18 height accuracy estimate available here.
 GH0537
 GH0537.Click photographs - Photos may exist for this station.
 GH0537
 GH0537.The dynamic height is computed by dividing the NAVD 88
 GH0537.geopotential number by the normal gravity value computed on the
 GH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0537.degrees latitude (g = 980.6199 gals.).
 GH0537
 GH0537.The modeled gravity was interpolated from observed gravity values.
 GH0537
 GH0537;                    North         East    Units  Estimated Accuracy
 GH0537;SPC OK N     -   215,940.      601,190.      MT  (+/- 180 meters Scaled)
 GH0537
 GH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF902893(NAD 83)
 GH0537
 GH0537                          SUPERSEDED SURVEY CONTROL
 GH0537
 GH0537  NGVD 29 (??/??/92)  357.107  (m)         1171.61   (f) ADJ UNCH    1 2
 GH0537
 GH0537.Superseded values are not recommended for survey control.
 GH0537
 GH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0537.See file dsdata.pdf to determine how the superseded data were derived.
 GH0537
 GH0537_MARKER: DB = BENCH MARK DISK
 GH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0537_STAMPING: J 180 1953
 GH0537_MARK LOGO: CGS
 GH0537_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0537+STABILITY: SURFACE MOTION
 GH0537
 GH0537  HISTORY     - Date     Condition        Report By
 GH0537  HISTORY     - 1953     MONUMENTED       CGS
 GH0537  HISTORY     - 1968     MARK NOT FOUND   USGS
 GH0537  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0537
 GH0537                          STATION DESCRIPTION
 GH0537
 GH0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0537'4.5 MI SE FROM MANCHESTER.
 GH0537'4.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0537'RAILROAD FROM THE STATION AT MANCHESTER, 5 POLES SOUTHEAST OF
 GH0537'MILEPOST 85, 5 POLES NORTHWEST OF A ROAD CROSSING, 64 FEET SOUTH
 GH0537'OF THE SOUTH CORNER OF BRIDGE 85 A, 45 FEET SOUTHWEST OF THE
 GH0537'SOUTHWEST RAIL, 18 FEET SOUTH OF A TELEPHONE POLE, 2.6 FEET
 GH0537'EAST OF A FENCE CORNER, 2.6 FEET NORTHWEST OF A WITNESS POST,
 GH0537'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GH0537'THE GROUND.
 GH0537
 GH0537                          STATION RECOVERY (1968)
 GH0537
 GH0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0537'MARK NOT FOUND.
 GH0537
 GH0537                          STATION RECOVERY (1985)
 GH0537
 GH0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0537'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0256 ***********************************************************************
 GH0256  DESIGNATION -  J 181
 GH0256  PID         -  GH0256
 GH0256  STATE/COUNTY-  OK/KAY
 GH0256  COUNTRY     -  US
 GH0256  USGS QUAD   -  NEWKIRK (2018)
 GH0256
 GH0256                         *CURRENT SURVEY CONTROL
 GH0256  ______________________________________________________________________
 GH0256* NAD 83(1986) POSITION- 36 57 18.     (N) 097 02 59.     (W)   SCALED
 GH0256* NAVD 88 ORTHO HEIGHT -   348.519 (meters)     1143.43  (feet) ADJUSTED
 GH0256  ______________________________________________________________________
 GH0256  GEOID HEIGHT    -        -29.041 (meters)                     GEOID18
 GH0256  DYNAMIC HEIGHT  -        348.223 (meters)     1142.46  (feet) COMP
 GH0256  MODELED GRAVITY -    979,772.0   (mgal)                       NAVD 88
 GH0256
 GH0256  VERT ORDER      -  SECOND    CLASS 0
 GH0256
 GH0256.The horizontal coordinates were scaled from a map and have
 GH0256.an estimated accuracy of +/- 6 seconds.
 GH0256
 GH0256.The orthometric height was determined by differential leveling and
 GH0256.adjusted by the NATIONAL GEODETIC SURVEY
 GH0256.in June 1991.
 GH0256
 GH0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0256.GEOID18 height accuracy estimate available here.
 GH0256
 GH0256.Click photographs - Photos may exist for this station.
 GH0256
 GH0256.The dynamic height is computed by dividing the NAVD 88
 GH0256.geopotential number by the normal gravity value computed on the
 GH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0256.degrees latitude (g = 980.6199 gals.).
 GH0256
 GH0256.The modeled gravity was interpolated from observed gravity values.
 GH0256
 GH0256;                    North         East    Units  Estimated Accuracy
 GH0256;SPC OK N     -   217,340.      684,640.      MT  (+/- 180 meters Scaled)
 GH0256
 GH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF736916(NAD 83)
 GH0256
 GH0256                          SUPERSEDED SURVEY CONTROL
 GH0256
 GH0256  NGVD 29 (??/??/92)  348.396  (m)         1143.03   (f) ADJ UNCH    2 0
 GH0256
 GH0256.Superseded values are not recommended for survey control.
 GH0256
 GH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0256.See file dsdata.pdf to determine how the superseded data were derived.
 GH0256
 GH0256_MARKER: DB = BENCH MARK DISK
 GH0256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0256_SP_SET: CULVERT HEADWALL
 GH0256_STAMPING: J 181 1953
 GH0256_MARK LOGO: CGS
 GH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0256+STABILITY: SURFACE MOTION
 GH0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0256+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 GH0256
 GH0256  HISTORY     - Date     Condition        Report By
 GH0256  HISTORY     - 1953     MONUMENTED       CGS
 GH0256  HISTORY     - 20070820 GOOD             AIRDAT
 GH0256
 GH0256                          STATION DESCRIPTION
 GH0256
 GH0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0256'4.8 MI N FROM NEWKIRK.
 GH0256'4.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0256'FROM THE STATION AT NEWKIRK, 2 1/2 POLES SOUTH OF A ROAD CROSSING,
 GH0256'2 1/2 POLES NORTH OF MILEPOST 271, 10 FEET WEST OF THE WEST RAIL
 GH0256'OF THE WEST TRACK, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 GH0256'TOP OF THE SOUTH END OF THE WEST HEADWALL OF CONCRETE CULVERT
 GH0256'270 D.
 GH0256
 GH0256                          STATION RECOVERY (2007)
 GH0256
 GH0256'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 GH0256'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0481 ***********************************************************************
 GH0481  DESIGNATION -  J 182
 GH0481  PID         -  GH0481
 GH0481  STATE/COUNTY-  OK/GARFIELD
 GH0481  COUNTRY     -  US
 GH0481  USGS QUAD   -  KREMLIN (2018)
 GH0481
 GH0481                         *CURRENT SURVEY CONTROL
 GH0481  ______________________________________________________________________
 GH0481* NAD 83(1986) POSITION- 36 33 53.     (N) 097 49 43.     (W)   SCALED
 GH0481* NAVD 88 ORTHO HEIGHT -   330.900 (meters)     1085.63  (feet) ADJUSTED
 GH0481  ______________________________________________________________________
 GH0481  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 GH0481  DYNAMIC HEIGHT  -        330.615 (meters)     1084.69  (feet) COMP
 GH0481  MODELED GRAVITY -    979,762.4   (mgal)                       NAVD 88
 GH0481
 GH0481  VERT ORDER      -  FIRST     CLASS II
 GH0481
 GH0481.The horizontal coordinates were scaled from a map and have
 GH0481.an estimated accuracy of +/- 6 seconds.
 GH0481
 GH0481.The orthometric height was determined by differential leveling and
 GH0481.adjusted by the NATIONAL GEODETIC SURVEY
 GH0481.in June 1991.
 GH0481
 GH0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0481.GEOID18 height accuracy estimate available here.
 GH0481
 GH0481.Click photographs - Photos may exist for this station.
 GH0481
 GH0481.The dynamic height is computed by dividing the NAVD 88
 GH0481.geopotential number by the normal gravity value computed on the
 GH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0481.degrees latitude (g = 980.6199 gals.).
 GH0481
 GH0481.The modeled gravity was interpolated from observed gravity values.
 GH0481
 GH0481;                    North         East    Units  Estimated Accuracy
 GH0481;SPC OK N     -   173,630.      615,340.      MT  (+/- 180 meters Scaled)
 GH0481
 GH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF048472(NAD 83)
 GH0481
 GH0481                          SUPERSEDED SURVEY CONTROL
 GH0481
 GH0481  NGVD 29 (??/??/92)  330.774  (m)         1085.21   (f) ADJ UNCH    1 2
 GH0481
 GH0481.Superseded values are not recommended for survey control.
 GH0481
 GH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0481.See file dsdata.pdf to determine how the superseded data were derived.
 GH0481
 GH0481_MARKER: DB = BENCH MARK DISK
 GH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0481_STAMPING: J 182 1953
 GH0481_MARK LOGO: CGS
 GH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0481+STABILITY: SURFACE MOTION
 GH0481
 GH0481  HISTORY     - Date     Condition        Report By
 GH0481  HISTORY     - 1953     MONUMENTED       CGS
 GH0481  HISTORY     - 1985     GOOD             NGS
 GH0481
 GH0481                          STATION DESCRIPTION
 GH0481
 GH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0481'1.2 MI N FROM KREMLIN.
 GH0481'1.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0481'RAILROAD FROM THE STATION AT KREMLIN, AT A ROAD CROSSING, 118
 GH0481'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 94
 GH0481'FEET EAST OF THE EAST RAIL, 2.5 FEET WEST OF A FENCE, 2 FEET
 GH0481'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0481'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0481
 GH0481                          STATION RECOVERY (1985)
 GH0481
 GH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0392 ***********************************************************************
 GH0392  DESIGNATION -  J 183
 GH0392  PID         -  GH0392
 GH0392  STATE/COUNTY-  OK/GARFIELD
 GH0392  COUNTRY     -  US
 GH0392  USGS QUAD   -  BISON (2018)
 GH0392
 GH0392                         *CURRENT SURVEY CONTROL
 GH0392  ______________________________________________________________________
 GH0392* NAD 83(1986) POSITION- 36 14 46.     (N) 097 53 25.     (W)   SCALED
 GH0392* NAVD 88 ORTHO HEIGHT -   377.387 (meters)     1238.14  (feet) ADJUSTED
 GH0392  ______________________________________________________________________
 GH0392  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 GH0392  DYNAMIC HEIGHT  -        377.051 (meters)     1237.04  (feet) COMP
 GH0392  MODELED GRAVITY -    979,732.0   (mgal)                       NAVD 88
 GH0392
 GH0392  VERT ORDER      -  FIRST     CLASS II
 GH0392
 GH0392.The horizontal coordinates were scaled from a map and have
 GH0392.an estimated accuracy of +/- 6 seconds.
 GH0392
 GH0392.The orthometric height was determined by differential leveling and
 GH0392.adjusted by the NATIONAL GEODETIC SURVEY
 GH0392.in June 1991.
 GH0392
 GH0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0392.GEOID18 height accuracy estimate available here.
 GH0392
 GH0392.Click photographs - Photos may exist for this station.
 GH0392
 GH0392.The dynamic height is computed by dividing the NAVD 88
 GH0392.geopotential number by the normal gravity value computed on the
 GH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0392.degrees latitude (g = 980.6199 gals.).
 GH0392
 GH0392.The modeled gravity was interpolated from observed gravity values.
 GH0392
 GH0392;                    North         East    Units  Estimated Accuracy
 GH0392;SPC OK N     -   138,270.      609,860.      MT  (+/- 180 meters Scaled)
 GH0392
 GH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF997118(NAD 83)
 GH0392
 GH0392                          SUPERSEDED SURVEY CONTROL
 GH0392
 GH0392  NGVD 29 (??/??/92)  377.254  (m)         1237.71   (f) ADJ UNCH    1 2
 GH0392
 GH0392.Superseded values are not recommended for survey control.
 GH0392
 GH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0392.See file dsdata.pdf to determine how the superseded data were derived.
 GH0392
 GH0392_MARKER: DB = BENCH MARK DISK
 GH0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0392_STAMPING: J 183 1953
 GH0392_MARK LOGO: CGS
 GH0392_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0392+STABILITY: SURFACE MOTION
 GH0392
 GH0392  HISTORY     - Date     Condition        Report By
 GH0392  HISTORY     - 1953     MONUMENTED       CGS
 GH0392  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0392
 GH0392                          STATION DESCRIPTION
 GH0392
 GH0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0392'2.5 MI S FROM WAUKOMIS.
 GH0392'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0392'RAILROAD FROM THE STATION AT WAUKOMIS, AT A ROAD CROSSING, 1 POLE
 GH0392'NORTH OF MILEPOST 352, 86 FEET NORTH OF THE CENTER LINE OF A
 GH0392'ROAD, 43 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A FENCE,
 GH0392'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0392'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0392
 GH0392                          STATION RECOVERY (1985)
 GH0392
 GH0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0392'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0367 ***********************************************************************
 GH0367  DESIGNATION -  J 184
 GH0367  PID         -  GH0367
 GH0367  STATE/COUNTY-  OK/KINGFISHER
 GH0367  COUNTRY     -  US
 GH0367  USGS QUAD   -  HENNESSEY (2018)
 GH0367
 GH0367                         *CURRENT SURVEY CONTROL
 GH0367  ______________________________________________________________________
 GH0367* NAD 83(1986) POSITION- 36 03 32.     (N) 097 54 25.     (W)   SCALED
 GH0367* NAVD 88 ORTHO HEIGHT -   337.446 (meters)     1107.10  (feet) POSTED
 GH0367  ______________________________________________________________________
 GH0367  GEOID HEIGHT    -        -27.422 (meters)                     GEOID18
 GH0367  DYNAMIC HEIGHT  -        337.14  (meters)     1106.1   (feet) COMP
 GH0367  MODELED GRAVITY -    979,721.4   (mgal)                       NAVD 88
 GH0367
 GH0367  VERT ORDER      -  * POSTED, SEE BELOW
 GH0367
 GH0367.The horizontal coordinates were scaled from a map and have
 GH0367.an estimated accuracy of +/- 6 seconds.
 GH0367
 GH0367.The orthometric height was determined by differential leveling
 GH0367.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0367
 GH0367.* This is a POSTED BENCH MARK height.
 GH0367
 GH0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0367.GEOID18 height accuracy estimate available here.
 GH0367
 GH0367.Click photographs - Photos may exist for this station.
 GH0367
 GH0367.The dynamic height is computed by dividing the NAVD 88
 GH0367.geopotential number by the normal gravity value computed on the
 GH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0367.degrees latitude (g = 980.6199 gals.).
 GH0367
 GH0367.The modeled gravity was interpolated from observed gravity values.
 GH0367
 GH0367;                    North         East    Units  Estimated Accuracy
 GH0367;SPC OK N     -   117,490.      608,380.      MT  (+/- 180 meters Scaled)
 GH0367
 GH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE984910(NAD 83)
 GH0367
 GH0367                          SUPERSEDED SURVEY CONTROL
 GH0367
 GH0367  NGVD 29 (??/??/92)  337.306  (m)         1106.64   (f) ADJ UNCH    1 2
 GH0367
 GH0367.Superseded values are not recommended for survey control.
 GH0367
 GH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0367.See file dsdata.pdf to determine how the superseded data were derived.
 GH0367
 GH0367_MARKER: DB = BENCH MARK DISK
 GH0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0367_STAMPING: J 184 1953
 GH0367_MARK LOGO: CGS
 GH0367_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0367+STABILITY: SURFACE MOTION
 GH0367
 GH0367  HISTORY     - Date     Condition        Report By
 GH0367  HISTORY     - 1953     MONUMENTED       CGS
 GH0367  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0367
 GH0367                          STATION DESCRIPTION
 GH0367
 GH0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0367'3.5 MI S FROM HENNESSEY.
 GH0367'3.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0367'RAILROAD FROM THE STATION AT HENNESSEY, AT A ROAD CROSSING, 1 1/2
 GH0367'POLES NORTH OF MILEPOST 365, 43 FEET EAST OF THE EAST RAIL, 45
 GH0367'FEET NORTH OF THE CENTER LINE OF A ROAD, 4 FEET NORTHEAST OF A
 GH0367'TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE
 GH0367'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0367
 GH0367                          STATION RECOVERY (1985)
 GH0367
 GH0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0367'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0564 ***********************************************************************
 FJ0564  DESIGNATION -  J 185
 FJ0564  PID         -  FJ0564
 FJ0564  STATE/COUNTY-  OK/KINGFISHER
 FJ0564  COUNTRY     -  US
 FJ0564  USGS QUAD   -  KINGFISHER (2018)
 FJ0564
 FJ0564                         *CURRENT SURVEY CONTROL
 FJ0564  ______________________________________________________________________
 FJ0564* NAD 83(1993) POSITION- 35 48 46.92216(N) 097 56 21.72046(W)   ADJUSTED
 FJ0564* NAD 83(1993) ELLIP HT-   307.941 (meters)        (11/28/94)   ADJUSTED
 FJ0564* NAVD 88 ORTHO HEIGHT -   335.252 (meters)     1099.91  (feet) ADJUSTED
 FJ0564  ______________________________________________________________________
 FJ0564  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 FJ0564  NAD 83(1993) X  -   -715,268.928 (meters)                     COMP
 FJ0564  NAD 83(1993) Y  - -5,128,778.667 (meters)                     COMP
 FJ0564  NAD 83(1993) Z  -  3,711,568.745 (meters)                     COMP
 FJ0564  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 FJ0564  DYNAMIC HEIGHT  -        334.944 (meters)     1098.90  (feet) COMP
 FJ0564  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 FJ0564
 FJ0564  HORZ ORDER      -  SECOND
 FJ0564  VERT ORDER      -  FIRST     CLASS II
 FJ0564  ELLP ORDER      -  FIFTH     CLASS I
 FJ0564
 FJ0564.The horizontal coordinates were established by GPS observations
 FJ0564.and adjusted by the National Geodetic Survey in November 1994.
 FJ0564
 FJ0564.The orthometric height was determined by differential leveling and
 FJ0564.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0564.in June 1991.
 FJ0564
 FJ0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0564.GEOID18 height accuracy estimate available here.
 FJ0564
 FJ0564.Click photographs - Photos may exist for this station.
 FJ0564
 FJ0564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0564
 FJ0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0564
 FJ0564.The ellipsoidal height was determined by GPS observations
 FJ0564.and is referenced to NAD 83.
 FJ0564
 FJ0564.The dynamic height is computed by dividing the NAVD 88
 FJ0564.geopotential number by the normal gravity value computed on the
 FJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0564.degrees latitude (g = 980.6199 gals.).
 FJ0564
 FJ0564.The modeled gravity was interpolated from observed gravity values.
 FJ0564
 FJ0564. The following values were computed from the NAD 83(1993) position.
 FJ0564
 FJ0564;                    North         East     Units Scale Factor Converg.
 FJ0564;SPC OK N     -    90,209.952   605,479.593   MT  0.99996443   +0 02 08.8
 FJ0564;SPC OK N     -   295,963.82  1,986,477.63   sFT  0.99996443   +0 02 08.8
 FJ0564;UTM  14      - 3,963,730.493   595,819.217   MT  0.99971313   +0 37 14.4
 FJ0564
 FJ0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0564!SPC OK N     -   0.99995167  x   0.99996443  =   0.99991610
 FJ0564!UTM  14      -   0.99995167  x   0.99971313  =   0.99966481
 FJ0564
 FJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9581963730(NAD 83)
 FJ0564
 FJ0564                          SUPERSEDED SURVEY CONTROL
 FJ0564
 FJ0564  NAD 83(1986)-  35 48 46.92700(N)    097 56 21.70738(W) AD(       ) 2
 FJ0564  NGVD 29 (??/??/92)  335.098  (m)         1099.40   (f) SUPERSEDED  1 2
 FJ0564  NGVD 29 (04/22/92)  335.098  (m)         1099.40   (f) ADJUSTED    1 2
 FJ0564  NGVD 29 (11/30/89)  335.     (m)  RAPSU86  model used  GPS OBS        
 FJ0564
 FJ0564.Superseded values are not recommended for survey control.
 FJ0564
 FJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0564.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0564
 FJ0564_MARKER: DB = BENCH MARK DISK
 FJ0564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0564_SP_SET: WINGWALL
 FJ0564_STAMPING: J 185 1953
 FJ0564_MARK LOGO: CGS
 FJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0564+STABILITY: SURFACE MOTION
 FJ0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0564+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 FJ0564
 FJ0564  HISTORY     - Date     Condition        Report By
 FJ0564  HISTORY     - 1953     MONUMENTED       CGS
 FJ0564  HISTORY     - 1985     GOOD             NGS
 FJ0564  HISTORY     - 19890301 GOOD             NGS
 FJ0564  HISTORY     - 20100603 GOOD             AIRDAT
 FJ0564  HISTORY     - 20200610 MARK NOT FOUND   OKDOT
 FJ0564
 FJ0564                          STATION DESCRIPTION
 FJ0564
 FJ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0564'3.4 MI S FROM KINGFISHER.
 FJ0564'3.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0564'FROM THE STATION AT KINGFISHER, 2 POLES SOUTH OF MILEPOST 382,
 FJ0564'AT A ROAD CROSSING, 45 FEET EAST OF THE CENTER LINE OF U.S.
 FJ0564'HIGHWAY 81, 108 FEET WEST OF THE WEST RAIL, 19 FEET SOUTH OF
 FJ0564'THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, SET IN THE TOP
 FJ0564'OF THE SOUTHWEST CONCRETE WINGWALL OF AN 18 INCH PIPE CULVERT.
 FJ0564
 FJ0564                          STATION RECOVERY (1985)
 FJ0564
 FJ0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0564'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 FJ0564'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.35 KM (3.33
 FJ0564'MI) SOUTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT KINGFISHER, IN
 FJ0564'THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, IN
 FJ0564'TOP OF THE SHORT SOUTHWEST CONCRETE WINGWALL FOR A 18-INCH CONCRETE
 FJ0564'PIPE CULVERT UNDER THE SECTION LINE ROAD, 14.2 METERS (46.5 FT) EAST
 FJ0564'OF THE NORTH BOUND LANES, 56.7 METERS (186 FT) NORTH-NORTHEAST OF
 FJ0564'BENCH MARK NO. 1, 5.8 METERS (19 FT) SOUTH OF THE CENTER OF THE ROAD
 FJ0564'AND 4.8 METERS (15.7 FT) NORTH-NORTHWEST OF THE NORTH END OF THE RIGHT
 FJ0564'OF WAY FENCE.
 FJ0564
 FJ0564                          STATION RECOVERY (1989)
 FJ0564
 FJ0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0564'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0564'FOLLOWS.
 FJ0564'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) NORTHEAST OF OKARCHE
 FJ0564'AND 5.4 KM (3.35 MI) SOUTH OF KINGFISHER.  OWNERSHIP--STATE HIGHWAY
 FJ0564'DEPARTMENT.
 FJ0564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 FJ0564'HIGHWAY 33 IN KINGFISHER, GO SOUTHERLY ON HIGHWAY 81 FOR 5.4 KM
 FJ0564'(3.35 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 FJ0564'FOR 30.45 M (99.9 FT) TO THE STATION ON THE RIGHT, IN THE SOUTHWEST
 FJ0564'WINGWALL OF THE SOUTH HEADWALL OF A 1.2 BY 1.2 METER BOX CULVERT.
 FJ0564'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 FJ0564'WINGWALL THAT IS 30 CM BELOW THE LEVEL OF THE HIGHWAY.  LOCATED 33.7 M
 FJ0564'(110.6 FT) WEST OF THE NEAR RAIL OF THE CHICAGO, ROCK ISLAND AND
 FJ0564'PACIFIC RAILROAD, 14.3 M (46.9 FT) EAST OF THE CENTERLINE OF THE NORTH
 FJ0564'BOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT) SOUTH OF THE CENTER OF THE
 FJ0564'ROAD, AND 4.9 M (16.1 FT) NORTHWEST OF A FENCE CORNER.
 FJ0564'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0564
 FJ0564                          STATION RECOVERY (2010)
 FJ0564
 FJ0564'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 FJ0564'RECOVERED IN GOOD CONDITION.
 FJ0564
 FJ0564                          STATION RECOVERY (2020)
 FJ0564
 FJ0564'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (SMR)
 FJ0564'INTERSECTION HAS BEEN REDONE, THE MARK WAS NOT FOUND, MAY NO LONGER BE
 FJ0564'THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0458 ***********************************************************************
 FJ0458  DESIGNATION -  J 186
 FJ0458  PID         -  FJ0458
 FJ0458  STATE/COUNTY-  OK/CANADIAN
 FJ0458  COUNTRY     -  US
 FJ0458  USGS QUAD   -  UNION CITY (2018)
 FJ0458
 FJ0458                         *CURRENT SURVEY CONTROL
 FJ0458  ______________________________________________________________________
 FJ0458* NAD 83(1986) POSITION- 35 23 31.     (N) 097 56 18.     (W)   SCALED
 FJ0458* NAVD 88 ORTHO HEIGHT -   403.435 (meters)     1323.60  (feet) ADJUSTED
 FJ0458  ______________________________________________________________________
 FJ0458  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 FJ0458  DYNAMIC HEIGHT  -        403.035 (meters)     1322.29  (feet) COMP
 FJ0458  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 FJ0458
 FJ0458  VERT ORDER      -  FIRST     CLASS II
 FJ0458
 FJ0458.The horizontal coordinates were scaled from a map and have
 FJ0458.an estimated accuracy of +/- 6 seconds.
 FJ0458
 FJ0458.The orthometric height was determined by differential leveling and
 FJ0458.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0458.in June 1991.
 FJ0458
 FJ0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0458.GEOID18 height accuracy estimate available here.
 FJ0458
 FJ0458.Click photographs - Photos may exist for this station.
 FJ0458
 FJ0458.The dynamic height is computed by dividing the NAVD 88
 FJ0458.geopotential number by the normal gravity value computed on the
 FJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0458.degrees latitude (g = 980.6199 gals.).
 FJ0458
 FJ0458.The modeled gravity was interpolated from observed gravity values.
 FJ0458
 FJ0458;                    North         East    Units  Estimated Accuracy
 FJ0458;SPC OK N     -    43,490.      605,600.      MT  (+/- 180 meters Scaled)
 FJ0458
 FJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE964170(NAD 83)
 FJ0458
 FJ0458                          SUPERSEDED SURVEY CONTROL
 FJ0458
 FJ0458  NGVD 29 (??/??/92)  403.264  (m)         1323.04   (f) ADJ UNCH    1 2
 FJ0458
 FJ0458.Superseded values are not recommended for survey control.
 FJ0458
 FJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0458.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0458
 FJ0458_MARKER: DB = BENCH MARK DISK
 FJ0458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0458_SP_SET: HEADWALL
 FJ0458_STAMPING: J 186 1953
 FJ0458_MARK LOGO: CGS
 FJ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0458+STABILITY: SURFACE MOTION
 FJ0458
 FJ0458  HISTORY     - Date     Condition        Report By
 FJ0458  HISTORY     - 1953     MONUMENTED       CGS
 FJ0458  HISTORY     - 1986     GOOD             NGS
 FJ0458
 FJ0458                          STATION DESCRIPTION
 FJ0458
 FJ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0458'0.3 MI S FROM UNION CITY.
 FJ0458'0.3 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0458'RAILROAD FROM THE STATION AT UNION CITY, AT THE CROSSING OF
 FJ0458'STATE HIGHWAY 41, 73 FEET WEST OF THE WEST RAIL, 24 FEET NORTH
 FJ0458'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET BELOW THE LEVEL OF THE
 FJ0458'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 FJ0458'HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT.
 FJ0458
 FJ0458                          STATION RECOVERY (1986)
 FJ0458
 FJ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0458'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN UNION CITY,
 FJ0458'AT THE INTERSECTION OF STATE HIGHWAY 152 AND THE OKLAHOMA KANSAS TEXAS
 FJ0458'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0437 ***********************************************************************
 FJ0437  DESIGNATION -  J 187
 FJ0437  PID         -  FJ0437
 FJ0437  STATE/COUNTY-  OK/GRADY
 FJ0437  COUNTRY     -  US
 FJ0437  USGS QUAD   -  POCASSET (2018)
 FJ0437
 FJ0437                         *CURRENT SURVEY CONTROL
 FJ0437  ______________________________________________________________________
 FJ0437* NAD 83(1986) POSITION- 35 11 22.     (N) 097 57 01.     (W)   SCALED
 FJ0437* NAVD 88 ORTHO HEIGHT -   359.152 (meters)     1178.32  (feet) POSTED
 FJ0437  ______________________________________________________________________
 FJ0437  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 FJ0437  DYNAMIC HEIGHT  -        358.79  (meters)     1177.1   (feet) COMP
 FJ0437  MODELED GRAVITY -    979,625.9   (mgal)                       NAVD 88
 FJ0437
 FJ0437  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0437
 FJ0437.The horizontal coordinates were scaled from a map and have
 FJ0437.an estimated accuracy of +/- 6 seconds.
 FJ0437
 FJ0437.The orthometric height was determined by differential leveling
 FJ0437.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0437
 FJ0437.* This is a POSTED BENCH MARK height.
 FJ0437
 FJ0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0437.GEOID18 height accuracy estimate available here.
 FJ0437
 FJ0437.Click photographs - Photos may exist for this station.
 FJ0437
 FJ0437.The dynamic height is computed by dividing the NAVD 88
 FJ0437.geopotential number by the normal gravity value computed on the
 FJ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0437.degrees latitude (g = 980.6199 gals.).
 FJ0437
 FJ0437.The modeled gravity was interpolated from observed gravity values.
 FJ0437
 FJ0437;                    North         East    Units  Estimated Accuracy
 FJ0437;SPC OK S     -   205,890.      604,530.      MT  (+/- 180 meters Scaled)
 FJ0437
 FJ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND955945(NAD 83)
 FJ0437
 FJ0437                          SUPERSEDED SURVEY CONTROL
 FJ0437
 FJ0437  NGVD 29 (??/??/92)  359.006  (m)         1177.84   (f) ADJ UNCH    1 2
 FJ0437
 FJ0437.Superseded values are not recommended for survey control.
 FJ0437
 FJ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0437.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0437
 FJ0437_MARKER: DB = BENCH MARK DISK
 FJ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0437_STAMPING: J 187 1953
 FJ0437_MARK LOGO: CGS
 FJ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0437+STABILITY: SURFACE MOTION
 FJ0437
 FJ0437  HISTORY     - Date     Condition        Report By
 FJ0437  HISTORY     - 1953     MONUMENTED       CGS
 FJ0437  HISTORY     - 1978     GOOD             DOD
 FJ0437  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0437
 FJ0437                          STATION DESCRIPTION
 FJ0437
 FJ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0437'0.6 MI S FROM POCASSET.
 FJ0437'0.6 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0437'RAILROAD FROM THE STATION AT POCASSET, AT A ROAD CROSSING, 52
 FJ0437'FEET NORTH OF THE CENTER LINE OF A ROAD, 44 FEET EAST OF THE
 FJ0437'EAST RAIL, 8 FEET SOUTH OF A TELEPHONE POLE, 3 FEET WEST OF A
 FJ0437'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0437'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0437
 FJ0437                          STATION RECOVERY (1978)
 FJ0437
 FJ0437'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 FJ0437'RECOVERED IN GOOD CONDITION.
 FJ0437
 FJ0437                          STATION RECOVERY (1986)
 FJ0437
 FJ0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0477 ***********************************************************************
 FJ0477  DESIGNATION -  J 188 RESET
 FJ0477  PID         -  FJ0477
 FJ0477  STATE/COUNTY-  OK/GRADY
 FJ0477  COUNTRY     -  US
 FJ0477  USGS QUAD   -  CHICKASHA (2018)
 FJ0477
 FJ0477                         *CURRENT SURVEY CONTROL
 FJ0477  ______________________________________________________________________
 FJ0477* NAD 83(1986) POSITION- 35 03 02.     (N) 097 54 10.     (W)   SCALED
 FJ0477* NAVD 88 ORTHO HEIGHT -   334.49  (meters)     1097.4   (feet) RESET
 FJ0477  ______________________________________________________________________
 FJ0477  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 FJ0477  VERT ORDER      -  THIRD
 FJ0477
 FJ0477.The horizontal coordinates were scaled from a map and have
 FJ0477.an estimated accuracy of +/- 6 seconds.
 FJ0477
 FJ0477.The orthometric height was computed from unverified reset data.
 FJ0477
 FJ0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0477.GEOID18 height accuracy estimate available here.
 FJ0477
 FJ0477.Click photographs - Photos may exist for this station.
 FJ0477
 FJ0477;                    North         East    Units  Estimated Accuracy
 FJ0477;SPC OK S     -   190,490.      608,870.      MT  (+/- 180 meters Scaled)
 FJ0477
 FJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD000791(NAD 83)
 FJ0477
 FJ0477                          SUPERSEDED SURVEY CONTROL
 FJ0477
 FJ0477.No superseded survey control is available for this station.
 FJ0477
 FJ0477_MARKER: DB = BENCH MARK DISK
 FJ0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0477_SP_SET: BRIDGE
 FJ0477_STAMPING: J 188 RESET 1966
 FJ0477_MARK LOGO: CGS
 FJ0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0477
 FJ0477  HISTORY     - Date     Condition        Report By
 FJ0477  HISTORY     - 1966     MONUMENTED       CGS
 FJ0477  HISTORY     - 1966     GOOD             CGS
 FJ0477
 FJ0477                          STATION DESCRIPTION
 FJ0477
 FJ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FJ0477'1.5 MI E FROM CHICKASHA.
 FJ0477'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO,
 FJ0477'ROCK ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, CEMENTED
 FJ0477'IN A DRILL HOLE IN THE TOP OF THE NORTHWEST WINGWALL AT THE
 FJ0477'WEST END OF THE NORTH BRIDGE ON U.S. HIGHWAY 62 OVER THE WASHITA
 FJ0477'RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0076 ***********************************************************************
 FJ0076  CBN         -  This is a Cooperative Base Network Control Station.
 FJ0076  DESIGNATION -  J 19
 FJ0076  PID         -  FJ0076
 FJ0076  STATE/COUNTY-  OK/OKMULGEE
 FJ0076  COUNTRY     -  US
 FJ0076  USGS QUAD   -  PHAROAH (2018)
 FJ0076
 FJ0076                         *CURRENT SURVEY CONTROL
 FJ0076  ______________________________________________________________________
 FJ0076* NAD 83(2011) POSITION- 35 25 08.50686(N) 096 01 40.76543(W)   ADJUSTED
 FJ0076* NAD 83(2011) ELLIP HT-   206.363 (meters)        (06/27/12)   ADJUSTED
 FJ0076* NAD 83(2011) EPOCH   -  2010.00
 FJ0076* NAVD 88 ORTHO HEIGHT -   235.410 (meters)      772.34  (feet) ADJUSTED
 FJ0076  ______________________________________________________________________
 FJ0076  GEOID HEIGHT    -        -29.053 (meters)                     GEOID18
 FJ0076  NAD 83(2011) X  -   -546,472.465 (meters)                     COMP
 FJ0076  NAD 83(2011) Y  - -5,175,017.739 (meters)                     COMP
 FJ0076  NAD 83(2011) Z  -  3,675,970.224 (meters)                     COMP
 FJ0076  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 FJ0076  DYNAMIC HEIGHT  -        235.186 (meters)      771.61  (feet) COMP
 FJ0076  MODELED GRAVITY -    979,676.2   (mgal)                       NAVD 88
 FJ0076
 FJ0076  VERT ORDER      -  FIRST     CLASS II
 FJ0076
 FJ0076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0076  Standards:
 FJ0076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0076  -------------------------------------------------------------------
 FJ0076  NETWORK    1.61   4.23           0.74   0.54   2.16      0.00027171
 FJ0076  -------------------------------------------------------------------
 FJ0076  Click here for local accuracies and other accuracy information.
 FJ0076
 FJ0076.The horizontal coordinates were established by GPS observations
 FJ0076.and adjusted by the National Geodetic Survey in June 2012.
 FJ0076
 FJ0076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0076.been affixed to the stable North American tectonic plate. See 
 FJ0076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0076
 FJ0076.The horizontal coordinates are valid at the epoch date displayed above
 FJ0076.which is a decimal equivalence of Year/Month/Day.
 FJ0076
 FJ0076.The orthometric height was determined by differential leveling and
 FJ0076.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0076.in June 1991.
 FJ0076
 FJ0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0076.GEOID18 height accuracy estimate available here.
 FJ0076
 FJ0076.Click photographs - Photos may exist for this station.
 FJ0076
 FJ0076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0076
 FJ0076.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0076
 FJ0076.The ellipsoidal height was determined by GPS observations
 FJ0076.and is referenced to NAD 83.
 FJ0076
 FJ0076.The dynamic height is computed by dividing the NAVD 88
 FJ0076.geopotential number by the normal gravity value computed on the
 FJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0076.degrees latitude (g = 980.6199 gals.).
 FJ0076
 FJ0076.The modeled gravity was interpolated from observed gravity values.
 FJ0076
 FJ0076. The following values were computed from the NAD 83(2011) position.
 FJ0076
 FJ0076;                    North         East     Units Scale Factor Converg.
 FJ0076;SPC OK N     -    48,311.903   779,091.676   MT  1.00003008   +1 09 49.6
 FJ0076;SPC OK N     -   158,503.30  2,556,069.94   sFT  1.00003008   +1 09 49.6
 FJ0076;UTM  14      - 3,923,571.761   769,851.035   MT  1.00049749   +1 43 24.5
 FJ0076;UTM  15      - 3,923,726.192   225,064.498   MT  1.00053163   -1 45 21.5
 FJ0076
 FJ0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0076!SPC OK N     -   0.99996761  x   1.00003008  =   0.99999769
 FJ0076!UTM  14      -   0.99996761  x   1.00049749  =   1.00046508
 FJ0076!UTM  15      -   0.99996761  x   1.00053163  =   1.00049922
 FJ0076
 FJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6985123571(NAD 83)
 FJ0076
 FJ0076                          SUPERSEDED SURVEY CONTROL
 FJ0076
 FJ0076  NAD 83(2007)-  35 25 08.50684(N)    096 01 40.76613(W) AD(2002.00) 0
 FJ0076  ELLIP H (02/10/07)  206.381  (m)                       GP(2002.00)    
 FJ0076  ELLIP H (04/16/01)  206.388  (m)                       GP(       ) 4 2
 FJ0076  NAD 83(1993)-  35 25 08.50680(N)    096 01 40.76587(W) AD(       ) B
 FJ0076  ELLIP H (05/09/94)  206.459  (m)                       GP(       ) 4 2
 FJ0076  NAD 83(1986)-  35 25 08.48460(N)    096 01 40.69202(W) AD(       ) 2
 FJ0076  NAVD 88             235.41   (m)          772.3    (f) LEVELING    3  
 FJ0076  NGVD 29 (??/??/92)  235.280  (m)          771.91   (f) ADJ UNCH    1 2
 FJ0076  NGVD 29 (11/30/89)  235.     (m)  RAPSU86  model used  GPS OBS        
 FJ0076
 FJ0076.Superseded values are not recommended for survey control.
 FJ0076
 FJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0076.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0076
 FJ0076_MARKER: DB = BENCH MARK DISK
 FJ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0076_STAMPING: J 19 1933
 FJ0076_MARK LOGO: CGS
 FJ0076_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0076+STABILITY: SURFACE MOTION
 FJ0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0076+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 FJ0076
 FJ0076  HISTORY     - Date     Condition        Report By
 FJ0076  HISTORY     - 1933     MONUMENTED       CGS
 FJ0076  HISTORY     - 1984     GOOD             NGS
 FJ0076  HISTORY     - 19890301 GOOD             NGS
 FJ0076  HISTORY     - 19930508 GOOD             NGS
 FJ0076  HISTORY     - 20040527 GOOD             OKDOT
 FJ0076  HISTORY     - 20060801 GOOD             AIRDAT
 FJ0076
 FJ0076                          STATION DESCRIPTION
 FJ0076
 FJ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0076'3.2 MI SW FROM HENRYETTA.
 FJ0076'LOCATED 3.2 MILES SOUTHWEST OF THE FRISCO STATION IN HENRYETTA
 FJ0076'ON THE RAILROAD RIGHT OF WAY.  42 YARDS NORTHEAST OF RAILROAD
 FJ0076'BRIDGE MARKED 485.3.  37.4 FT. NORTHWEST OF NORTH RAIL OF TRACK.
 FJ0076'34 FT. SOUTHEAST OF CENTER OF STATE HIGHWAY NO. 13 THAT PARALLELS
 FJ0076'TRACK.  8 FT. SOUTHEAST OF RIGHT OF WAY FENCE.  STANDARD TABLET
 FJ0076'SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0076
 FJ0076                          STATION RECOVERY (1984)
 FJ0076
 FJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0076'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FJ0076'FOUND CHIPPED BY HIGHWAY EQUIPMENT, BUT STABLE AND IN AN UPRIGHT
 FJ0076'POSITION.  NOTE, BENCH MARK IS NOW 0.3 METER (1.0 FT) NORTHEAST OF A
 FJ0076'WITNESS POST.  NEW LINE REROUTED ALONG INTERSTATE HIGHWAY 40.
 FJ0076
 FJ0076                          STATION RECOVERY (1989)
 FJ0076
 FJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0076'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0076'FOLLOWS.
 FJ0076'THE STATION IS LOCATED ABOUT 21.6 KM (13.40 MI) EAST OF OKEMAH, 16.2
 FJ0076'KM (10.05 MI) NORTH OF DUSTIN, AND 2.1 KM (1.30 MI) SOUTHWEST OF
 FJ0076'HENRYETTA.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FJ0076'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FJ0076'U.S. HIGHWAY 75 BUSINESS IN WEST HENRYETTA, GO SOUTHERLY ON A PAVED
 FJ0076'ROAD FOR 2.1 KM (1.30 MI) TO THE STATION ON THE LEFT, AT A GRAVELED
 FJ0076'DRIVEWAY CROSSING THE BURLINGTON NORTHERN RAILROAD.
 FJ0076'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 FJ0076'CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND.  LOCATED 15.7 M
 FJ0076'(51.5 FT) NORTHEAST OF THE CENTER OF THE GRAVELED DRIVEWAY, 10.7 M
 FJ0076'(35.1 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD, 11.3 M (37.1 FT)
 FJ0076'NORTHWEST OF THE NEAR RAIL OF THE RAILROAD, AND 0.2 M (0.7 FT)
 FJ0076'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 FJ0076'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0076
 FJ0076                          STATION RECOVERY (1993)
 FJ0076
 FJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0076'STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF HENRYETTA, 2 KM
 FJ0076'(1.25 MI) SOUTH OF INTERSTATE HIGHWAY 40, ALONG A PAVED ROAD, IN A
 FJ0076'WEED STRIP BETWEEN THE ROAD AND A RAILROAD TRACK, ON THE GRADED
 FJ0076'RIGHT-OF-WAY EDGE, NEAR THE LINE BETWEEN SECTIONS 16 AND 23, T 11 N,
 FJ0076'R 12 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FJ0076'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40
 FJ0076'AND US HIGHWAYS 62 BUSINESS AND 75 BUSINESS (EXIT 237), ON THE WEST
 FJ0076'SIDE OF HENRYETTA, GO SOUTH ON THE PAVED ROAD FOR 0.90 KM (0.55 MI)
 FJ0076'TO A T-ROAD.  BEAR RIGHT, SOUTHWESTERLY, ON MAIN ROAD FOR 1.26 KM
 FJ0076'(0.80 MI) TO THE STATION ON THE LEFT AT A PRIVATE GRAVEL ROAD LEFT
 FJ0076'WITH EARTHMOVER TIRES ON EACH SIDE OF THE ROAD.
 FJ0076'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 FJ0076'PROJECTING 15 CM ABOVE GROUND.  POST IS BADLY CHIPPED BUT SOLID.  IT
 FJ0076'IS 11.0 M (36.1 FT) SOUTHEAST OF, AND LEVEL WITH THE ROAD CENTER,
 FJ0076'11.5 M (37.7 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 0.2 M
 FJ0076'(0.7 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, 15.7 M (51.5 FT)
 FJ0076'NORTHEAST OF THE GRAVEL ROAD CENTER, AND 40.2 M (131.9 FT) NORTHEAST
 FJ0076'OF THE NORTHEAST END OF THE SOUTHEAST BANNISTER OF A SMALL BRIDGE.
 FJ0076
 FJ0076                          STATION RECOVERY (2004)
 FJ0076
 FJ0076'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ0076'RECOVERED IN GOOD CONDITION.
 FJ0076
 FJ0076                          STATION RECOVERY (2006)
 FJ0076
 FJ0076'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ0076'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0668 ***********************************************************************
 FJ0668  DESIGNATION -  J 192
 FJ0668  PID         -  FJ0668
 FJ0668  STATE/COUNTY-  OK/CANADIAN
 FJ0668  COUNTRY     -  US
 FJ0668  USGS QUAD   -  RICHLAND (2018)
 FJ0668
 FJ0668                         *CURRENT SURVEY CONTROL
 FJ0668  ______________________________________________________________________
 FJ0668* NAD 83(1986) POSITION- 35 30 29.44   (N) 097 46 09.37   (W)   HD_HELD1
 FJ0668* NAVD 88 ORTHO HEIGHT -   397.826 (meters)     1305.20  (feet) ADJUSTED
 FJ0668  ______________________________________________________________________
 FJ0668  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 FJ0668  DYNAMIC HEIGHT  -        397.443 (meters)     1303.94  (feet) COMP
 FJ0668  MODELED GRAVITY -    979,659.1   (mgal)                       NAVD 88
 FJ0668
 FJ0668  VERT ORDER      -  FIRST     CLASS II
 FJ0668
 FJ0668.The horizontal coordinates were determined by differentially corrected
 FJ0668.hand held GPS observations or other comparable positioning techniques
 FJ0668.and have an estimated accuracy of +/- 3 meters.
 FJ0668
 FJ0668.The orthometric height was determined by differential leveling and
 FJ0668.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0668.in August 1994.
 FJ0668
 FJ0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0668.GEOID18 height accuracy estimate available here.
 FJ0668
 FJ0668.Click photographs - Photos may exist for this station.
 FJ0668
 FJ0668.The dynamic height is computed by dividing the NAVD 88
 FJ0668.geopotential number by the normal gravity value computed on the
 FJ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0668.degrees latitude (g = 980.6199 gals.).
 FJ0668
 FJ0668.The modeled gravity was interpolated from observed gravity values.
 FJ0668
 FJ0668;                    North         East    Units  Estimated Accuracy
 FJ0668;SPC OK N     -    56,409.0     620,932.1     MT  (+/- 3 meters HH1 GPS) 
 FJ0668
 FJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1161030096(NAD 83)
 FJ0668
 FJ0668                          SUPERSEDED SURVEY CONTROL
 FJ0668
 FJ0668  NAVD 88 (??/??/92)  397.854  (m)         1305.29   (f) POSTED      3  
 FJ0668
 FJ0668.Superseded values are not recommended for survey control.
 FJ0668
 FJ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0668.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0668
 FJ0668_MARKER: F = FLANGE-ENCASED ROD
 FJ0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0668_STAMPING: J 192 1984
 FJ0668_MARK LOGO: NGS
 FJ0668_PROJECTION: FLUSH
 FJ0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0668+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 FJ0668_ROD/PIPE-DEPTH: 4.08 meters
 FJ0668
 FJ0668  HISTORY     - Date     Condition        Report By
 FJ0668  HISTORY     - 1984     MONUMENTED       NGS
 FJ0668  HISTORY     - 1988     GOOD             USPSQD
 FJ0668  HISTORY     - 1989     GOOD             USPSQD
 FJ0668  HISTORY     - 1990     GOOD             USPSQD
 FJ0668  HISTORY     - 19940112 GOOD             NGS
 FJ0668  HISTORY     - 20031031 GOOD             USPSQD
 FJ0668  HISTORY     - 20221004 GOOD             OKDOT
 FJ0668
 FJ0668                          STATION DESCRIPTION
 FJ0668
 FJ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0668'0.8 KM (0.5 MI) WEST FROM YUKON.
 FJ0668'THE MARK IS 0.6 M ABOVE HIGHWAY.
 FJ0668'0.8 KM (0.5 MI) WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0668'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, 22.25 METERS
 FJ0668'(73.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY 66 WESTBOUND LANES,
 FJ0668'22.79 METERS (74.8 FT) EAST OF A THREE-INCH IRON PIPE WITH A
 FJ0668'CONTROLLED ACCESS SIGN, 14.78 METERS (48.5 FT) WEST OF POWERLINE POLE
 FJ0668'NUMBER 622 WITH TWO TRANSFORMERS, 13.71 METERS (45.0 FT) WEST OF
 FJ0668'TELEPHONE JUNCTION BOX NUMBER 622, 3.74 METERS (12.3 FT) EAST OF A
 FJ0668'METAL POST WITH A CABLE ROUTE WARNING SIGN, AND 0.24 METERS (0.8 FT)
 FJ0668'SOUTH OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH, ROD
 FJ0668'ANCHORED.
 FJ0668'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FJ0668
 FJ0668                          STATION RECOVERY (1988)
 FJ0668
 FJ0668'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0668'RECOVERED IN GOOD CONDITION.
 FJ0668
 FJ0668                          STATION RECOVERY (1989)
 FJ0668
 FJ0668'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0668'RECOVERED IN GOOD CONDITION.
 FJ0668
 FJ0668                          STATION RECOVERY (1990)
 FJ0668
 FJ0668'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0668'RECOVERED IN GOOD CONDITION.
 FJ0668
 FJ0668                          STATION RECOVERY (1994)
 FJ0668
 FJ0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0668'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0668'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, 22.2 M (72.8 FT) NORTH
 FJ0668'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 14.8 M
 FJ0668'(48.6 FT) WEST OF UTILITY POLE NUMBER 622 WITH TWO TRANSFORMERS, 13.7
 FJ0668'M (44.9 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 622, 3.7 M
 FJ0668'(12.1 FT) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 0.9 M (3.0 FT)
 FJ0668'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 FJ0668'POST, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO THE DATUM
 FJ0668'POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0668
 FJ0668                          STATION RECOVERY (2003)
 FJ0668
 FJ0668'RECOVERY NOTE BY US POWER SQUADRON 2003 (AJC)
 FJ0668'RECOVERED IN GOOD CONDITION.
 FJ0668
 FJ0668                          STATION RECOVERY (2022)
 FJ0668
 FJ0668'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0668'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0699 ***********************************************************************
 FJ0699  DESIGNATION -  J 193
 FJ0699  PID         -  FJ0699
 FJ0699  STATE/COUNTY-  OK/OKLAHOMA
 FJ0699  COUNTRY     -  US
 FJ0699  USGS QUAD   -  CHOCTAW (2018)
 FJ0699
 FJ0699                         *CURRENT SURVEY CONTROL
 FJ0699  ______________________________________________________________________
 FJ0699* NAD 83(1986) POSITION- 35 29 34.13   (N) 097 16 56.61   (W)   HD_HELD1
 FJ0699* NAVD 88 ORTHO HEIGHT -   339.733 (meters)     1114.61  (feet) ADJUSTED
 FJ0699  ______________________________________________________________________
 FJ0699  GEOID HEIGHT    -        -27.116 (meters)                     GEOID18
 FJ0699  DYNAMIC HEIGHT  -        339.410 (meters)     1113.55  (feet) COMP
 FJ0699  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 FJ0699
 FJ0699  VERT ORDER      -  FIRST     CLASS II
 FJ0699
 FJ0699.The horizontal coordinates were determined by differentially corrected
 FJ0699.hand held GPS observations or other comparable positioning techniques
 FJ0699.and have an estimated accuracy of +/- 3 meters.
 FJ0699
 FJ0699.The orthometric height was determined by differential leveling and
 FJ0699.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0699.in August 1994.
 FJ0699
 FJ0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0699.GEOID18 height accuracy estimate available here.
 FJ0699
 FJ0699.Click photographs - Photos may exist for this station.
 FJ0699
 FJ0699.The dynamic height is computed by dividing the NAVD 88
 FJ0699.geopotential number by the normal gravity value computed on the
 FJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0699.degrees latitude (g = 980.6199 gals.).
 FJ0699
 FJ0699.The modeled gravity was interpolated from observed gravity values.
 FJ0699
 FJ0699;                    North         East    Units  Estimated Accuracy
 FJ0699;SPC OK N     -    54,920.1     665,114.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0699
 FJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5579629052(NAD 83)
 FJ0699
 FJ0699                          SUPERSEDED SURVEY CONTROL
 FJ0699
 FJ0699  NAVD 88 (06/15/91)  339.790  (m)         1114.79   (f) SUPERSEDED  1 2
 FJ0699
 FJ0699.Superseded values are not recommended for survey control.
 FJ0699
 FJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0699.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0699
 FJ0699_MARKER: I = METAL ROD
 FJ0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0699_STAMPING: J 193 1984
 FJ0699_MARK LOGO: NGS
 FJ0699_PROJECTION: FLUSH
 FJ0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0699_ROD/PIPE-DEPTH: 12.8 meters
 FJ0699
 FJ0699  HISTORY     - Date     Condition        Report By
 FJ0699  HISTORY     - 1984     MONUMENTED       NGS
 FJ0699  HISTORY     - 1988     GOOD             USPSQD
 FJ0699  HISTORY     - 1990     GOOD             USPSQD
 FJ0699
 FJ0699                          STATION DESCRIPTION
 FJ0699
 FJ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0699'20.5 KM (12.7 MI) EAST FROM OKLAHOMA CITY.
 FJ0699'20.5 KM (12.7 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0699'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, AT THE JUNCTION OF
 FJ0699'HENNEY ROAD, AT THE SOUTHWEST CORNER OF A SECURITY FENCE AROUND THE
 FJ0699'CHOCTAW BICENTENNIAL MUSEUM, 32.5 METERS (100.0 FT) SOUTH OF THE
 FJ0699'CENTERLINE OF HIGHWAY 62 EASTBOUND LANES, 16.2 METERS (53.0 FT) NORTH
 FJ0699'OF THE NORTH RAIL OF THE CHICAGO AND ROCK ISLAND RAILROAD, 0.18 METERS
 FJ0699'(0.6 FT) SOUTH OF A SECURITY FENCE, 39.8 METERS (130.7 FT) EAST OF THE
 FJ0699'CENTERLINE OF HENNEY ROAD, 0.85 METERS (2.8 FT) EAST OF A CORNER FENCE
 FJ0699'POST, AND 14.9 METERS (49.0 FT) NORTHWEST OF A POWERLINE POLE.  NOTE,
 FJ0699'ROD DRIVEN TO SUDDEN REFUSAL.
 FJ0699'THE MARK IS 0.85 METERS  E FROM A WITNESS POST.
 FJ0699'THE MARK IS 0.31 M BELOW RAILROAD.
 FJ0699
 FJ0699                          STATION RECOVERY (1988)
 FJ0699
 FJ0699'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0699'RECOVERED IN GOOD CONDITION.
 FJ0699
 FJ0699                          STATION RECOVERY (1990)
 FJ0699
 FJ0699'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0726 ***********************************************************************
 FJ0726  DESIGNATION -  J 194
 FJ0726  PID         -  FJ0726
 FJ0726  STATE/COUNTY-  OK/LINCOLN
 FJ0726  COUNTRY     -  US
 FJ0726  USGS QUAD   -  MEEKER (2018)
 FJ0726
 FJ0726                         *CURRENT SURVEY CONTROL
 FJ0726  ______________________________________________________________________
 FJ0726* NAD 83(1986) POSITION- 35 30 13.     (N) 096 54 43.     (W)   SCALED
 FJ0726* NAVD 88 ORTHO HEIGHT -   268.261 (meters)      880.12  (feet) ADJUSTED
 FJ0726  ______________________________________________________________________
 FJ0726  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 FJ0726  DYNAMIC HEIGHT  -        268.009 (meters)      879.29  (feet) COMP
 FJ0726  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 FJ0726
 FJ0726  VERT ORDER      -  FIRST     CLASS II
 FJ0726
 FJ0726.The horizontal coordinates were scaled from a map and have
 FJ0726.an estimated accuracy of +/- 6 seconds.
 FJ0726
 FJ0726.The orthometric height was determined by differential leveling and
 FJ0726.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0726.in August 1994.
 FJ0726
 FJ0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0726.GEOID18 height accuracy estimate available here.
 FJ0726
 FJ0726.Click photographs - Photos may exist for this station.
 FJ0726
 FJ0726.The dynamic height is computed by dividing the NAVD 88
 FJ0726.geopotential number by the normal gravity value computed on the
 FJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0726.degrees latitude (g = 980.6199 gals.).
 FJ0726
 FJ0726.The modeled gravity was interpolated from observed gravity values.
 FJ0726
 FJ0726;                    North         East    Units  Estimated Accuracy
 FJ0726;SPC OK N     -    56,430.      698,710.      MT  (+/- 180 meters Scaled)
 FJ0726
 FJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE893308(NAD 83)
 FJ0726
 FJ0726                          SUPERSEDED SURVEY CONTROL
 FJ0726
 FJ0726  NAVD 88 (06/15/91)  268.283  (m)          880.19   (f) SUPERSEDED  1 2
 FJ0726
 FJ0726.Superseded values are not recommended for survey control.
 FJ0726
 FJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0726.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0726
 FJ0726_MARKER: I = METAL ROD
 FJ0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0726_STAMPING: J 194 1984
 FJ0726_MARK LOGO: NGS
 FJ0726_PROJECTION: FLUSH
 FJ0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0726_ROD/PIPE-DEPTH: 5.2 meters
 FJ0726
 FJ0726  HISTORY     - Date     Condition        Report By
 FJ0726  HISTORY     - 1984     MONUMENTED       NGS
 FJ0726  HISTORY     - 1988     GOOD             USPSQD
 FJ0726  HISTORY     - 1989     GOOD             USPSQD
 FJ0726  HISTORY     - 1990     GOOD             USPSQD
 FJ0726
 FJ0726                          STATION DESCRIPTION
 FJ0726
 FJ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0726'0.8 KM (0.5 MI) WEST FROM MEEKER.
 FJ0726'0.8 KM (0.5 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0726'MEEKER, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF AN ASPHALT
 FJ0726'ROAD LEADING NORTH AND A GRAVEL ROAD LEADING SOUTH, SET BETWEEN TWO
 FJ0726'WITNESS POSTS, 50.0 METERS (164.0 FT) NORTH OF THE CENTERLINE OF
 FJ0726'HIGHWAY 62, 9.0 METERS (29.4 FT) EAST OF THE APPROXIMATE CENTER OF THE
 FJ0726'ASPHALT ROAD, 0.31 METERS (1.0 FT) WEST OF A FENCE LINE, 5.0 METERS
 FJ0726'(16.5 FT) NORTH OF THE CENTER OF AN IRON GATE LEADING EAST TO A
 FJ0726'PASTURE, 10.9 METERS (35.7 FT) NORTH OF A NATURAL GAS METER, AND
 FJ0726'29.9 METERS (98.0 FT) NORTH OF A CORNER FENCE POST.  NOTE, ROD DRIVEN
 FJ0726'TO GRADUAL REFUSAL AND ANCHORED.
 FJ0726'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FJ0726'THE MARK IS 0.61 M ABOVE ASPHALT ROAD.
 FJ0726
 FJ0726                          STATION RECOVERY (1988)
 FJ0726
 FJ0726'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0726'RECOVERED IN GOOD CONDITION.
 FJ0726
 FJ0726                          STATION RECOVERY (1989)
 FJ0726
 FJ0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0726'RECOVERED IN GOOD CONDITION.
 FJ0726
 FJ0726                          STATION RECOVERY (1990)
 FJ0726
 FJ0726'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0736 ***********************************************************************
 FJ0736  DESIGNATION -  J 195
 FJ0736  PID         -  FJ0736
 FJ0736  STATE/COUNTY-  OK/LINCOLN
 FJ0736  COUNTRY     -  US
 FJ0736  USGS QUAD   -  SHAWNEE NE (2018)
 FJ0736
 FJ0736                         *CURRENT SURVEY CONTROL
 FJ0736  ______________________________________________________________________
 FJ0736* NAD 83(1986) POSITION- 35 29 45.     (N) 096 45 09.     (W)   SCALED
 FJ0736* NAVD 88 ORTHO HEIGHT -   296.804 (meters)      973.76  (feet) ADJUSTED
 FJ0736  ______________________________________________________________________
 FJ0736  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 FJ0736  DYNAMIC HEIGHT  -        296.526 (meters)      972.85  (feet) COMP
 FJ0736  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 FJ0736
 FJ0736  VERT ORDER      -  FIRST     CLASS II
 FJ0736
 FJ0736.The horizontal coordinates were scaled from a map and have
 FJ0736.an estimated accuracy of +/- 6 seconds.
 FJ0736
 FJ0736.The orthometric height was determined by differential leveling and
 FJ0736.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0736.in August 1994.
 FJ0736
 FJ0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0736.GEOID18 height accuracy estimate available here.
 FJ0736
 FJ0736.Click photographs - Photos may exist for this station.
 FJ0736
 FJ0736.The dynamic height is computed by dividing the NAVD 88
 FJ0736.geopotential number by the normal gravity value computed on the
 FJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0736.degrees latitude (g = 980.6199 gals.).
 FJ0736
 FJ0736.The modeled gravity was interpolated from observed gravity values.
 FJ0736
 FJ0736;                    North         East    Units  Estimated Accuracy
 FJ0736;SPC OK N     -    55,740.      713,190.      MT  (+/- 180 meters Scaled)
 FJ0736
 FJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE038303(NAD 83)
 FJ0736
 FJ0736                          SUPERSEDED SURVEY CONTROL
 FJ0736
 FJ0736  NAVD 88 (06/15/91)  296.811  (m)          973.79   (f) SUPERSEDED  1 2
 FJ0736
 FJ0736.Superseded values are not recommended for survey control.
 FJ0736
 FJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0736.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0736
 FJ0736_MARKER: I = METAL ROD
 FJ0736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0736+WITH SETTING: INFORMATION.
 FJ0736_STAMPING: J 195 1984
 FJ0736_MARK LOGO: NGS
 FJ0736_PROJECTION: FLUSH
 FJ0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0736_ROD/PIPE-DEPTH: 2.7 meters
 FJ0736
 FJ0736  HISTORY     - Date     Condition        Report By
 FJ0736  HISTORY     - 1984     MONUMENTED       NGS
 FJ0736  HISTORY     - 1988     GOOD             USPSQD
 FJ0736  HISTORY     - 1990     GOOD             USPSQD
 FJ0736  HISTORY     - 1990     GOOD             USPSQD
 FJ0736
 FJ0736                          STATION DESCRIPTION
 FJ0736
 FJ0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0736'6.3 KM (3.95 MI) WEST FROM PRAGUE.
 FJ0736'6.3 KM (3.95 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0736'HIGHWAY 99 IN PRAGUE, 0.2 KM (0.1 MI) EAST OF THE GRAVEL CROSSROADS,
 FJ0736'22.67 METERS (74.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0736'60.96 METERS (200.0 FT) EAST OF A METAL GARAGE BUILDING, 4.08 METERS
 FJ0736'(13.4 FT) SOUTHWEST OF A METAL CORNER FENCE POST, AND 0.30 METERS
 FJ0736'(1.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 FJ0736'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0736'THE MARK IS 1.0 M BELOW HIGHWAY.
 FJ0736
 FJ0736                          STATION RECOVERY (1988)
 FJ0736
 FJ0736'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0736'RECOVERED IN GOOD CONDITION.
 FJ0736
 FJ0736                          STATION RECOVERY (1990)
 FJ0736
 FJ0736'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0736'RECOVERED IN GOOD CONDITION.
 FJ0736
 FJ0736                          STATION RECOVERY (1990)
 FJ0736
 FJ0736'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0760 ***********************************************************************
 FJ0760  DESIGNATION -  J 196
 FJ0760  PID         -  FJ0760
 FJ0760  STATE/COUNTY-  OK/OKFUSKEE
 FJ0760  COUNTRY     -  US
 FJ0760  USGS QUAD   -  OKEMAH (2018)
 FJ0760
 FJ0760                         *CURRENT SURVEY CONTROL
 FJ0760  ______________________________________________________________________
 FJ0760* NAD 83(1986) POSITION- 35 26 07.29   (N) 096 18 26.80   (W)   HD_HELD1
 FJ0760* NAVD 88 ORTHO HEIGHT -   275.249 (meters)      903.05  (feet) ADJUSTED
 FJ0760  ______________________________________________________________________
 FJ0760  GEOID HEIGHT    -        -28.475 (meters)                     GEOID18
 FJ0760  DYNAMIC HEIGHT  -        274.988 (meters)      902.19  (feet) COMP
 FJ0760  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 FJ0760
 FJ0760  VERT ORDER      -  FIRST     CLASS II
 FJ0760
 FJ0760.The horizontal coordinates were determined by differentially corrected
 FJ0760.hand held GPS observations or other comparable positioning techniques
 FJ0760.and have an estimated accuracy of +/- 3 meters.
 FJ0760
 FJ0760.The orthometric height was determined by differential leveling and
 FJ0760.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0760.in June 1991.
 FJ0760
 FJ0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0760.GEOID18 height accuracy estimate available here.
 FJ0760
 FJ0760.Click photographs - Photos may exist for this station.
 FJ0760
 FJ0760.The dynamic height is computed by dividing the NAVD 88
 FJ0760.geopotential number by the normal gravity value computed on the
 FJ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0760.degrees latitude (g = 980.6199 gals.).
 FJ0760
 FJ0760.The modeled gravity was interpolated from observed gravity values.
 FJ0760
 FJ0760;                    North         East    Units  Estimated Accuracy
 FJ0760;SPC OK N     -    49,644.3     753,683.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0760
 FJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4442124655(NAD 83)
 FJ0760
 FJ0760                          SUPERSEDED SURVEY CONTROL
 FJ0760
 FJ0760.No superseded survey control is available for this station.
 FJ0760
 FJ0760_MARKER: F = FLANGE-ENCASED ROD
 FJ0760_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0760+WITH SETTING: INFORMATION.
 FJ0760_STAMPING: J 196 1984
 FJ0760_MARK LOGO: NGS
 FJ0760_PROJECTION: FLUSH
 FJ0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0760+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 FJ0760_ROD/PIPE-DEPTH: 2.1 meters
 FJ0760
 FJ0760  HISTORY     - Date     Condition        Report By
 FJ0760  HISTORY     - 1984     MONUMENTED       NGS
 FJ0760  HISTORY     - 1988     GOOD             USPSQD
 FJ0760  HISTORY     - 1989     GOOD             USPSQD
 FJ0760  HISTORY     - 1990     GOOD             USPSQD
 FJ0760  HISTORY     - 20220705 GOOD             OKDOT
 FJ0760
 FJ0760                          STATION DESCRIPTION
 FJ0760
 FJ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0760'0.56 KM (0.35 MI) NW FROM OKEMAH.
 FJ0760'0.4 KM (0.25 MI) NORTH ALONG 5TH STREET FROM THE POST OFFICE IN
 FJ0760'OKEMAH, THENCE 0.16 KM (0.1 MI) WEST ALONG U.S. HIGHWAY 62 (COLUMBIA
 FJ0760'STREET), NEAR THE ARMORY ON THE RIGHT, 19.81 METERS (65.0 FT) NORTH OF
 FJ0760'THE CENTERLINE OF THE HIGHWAY, 35.36 METERS (116.0 FT) SOUTH OF THE
 FJ0760'SOUTHEAST CORNER OF THE ARMORY, 10.67 METERS (35.0 FT) WEST OF THE
 FJ0760'CENTERLINE OF 6TH STREET, AND 4.72 METERS (15.5 FT) NORTH OF A CHAIN
 FJ0760'LINK CORNER FENCE POST.
 FJ0760'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FJ0760'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0760
 FJ0760                          STATION RECOVERY (1988)
 FJ0760
 FJ0760'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0760'RECOVERED IN GOOD CONDITION.
 FJ0760
 FJ0760                          STATION RECOVERY (1989)
 FJ0760
 FJ0760'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0760'RECOVERED IN GOOD CONDITION.
 FJ0760
 FJ0760                          STATION RECOVERY (1990)
 FJ0760
 FJ0760'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0760'RECOVERED IN GOOD CONDITION.
 FJ0760
 FJ0760                          STATION RECOVERY (2022)
 FJ0760
 FJ0760'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0760'MARK RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0847 ***********************************************************************
 FH0847  DESIGNATION -  J 197
 FH0847  PID         -  FH0847
 FH0847  STATE/COUNTY-  OK/OKMULGEE
 FH0847  COUNTRY     -  US
 FH0847  USGS QUAD   -  HENRYETTA (2018)
 FH0847
 FH0847                         *CURRENT SURVEY CONTROL
 FH0847  ______________________________________________________________________
 FH0847* NAD 83(1986) POSITION- 35 25 53.     (N) 095 52 33.     (W)   SCALED
 FH0847* NAVD 88 ORTHO HEIGHT -   184.931 (meters)      606.73  (feet) ADJUSTED
 FH0847  ______________________________________________________________________
 FH0847  GEOID HEIGHT    -        -29.338 (meters)                     GEOID18
 FH0847  DYNAMIC HEIGHT  -        184.756 (meters)      606.15  (feet) COMP
 FH0847  MODELED GRAVITY -    979,682.1   (mgal)                       NAVD 88
 FH0847
 FH0847  VERT ORDER      -  FIRST     CLASS II
 FH0847
 FH0847.The horizontal coordinates were scaled from a map and have
 FH0847.an estimated accuracy of +/- 6 seconds.
 FH0847
 FH0847.The orthometric height was determined by differential leveling and
 FH0847.adjusted by the NATIONAL GEODETIC SURVEY
 FH0847.in June 1991.
 FH0847
 FH0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0847.GEOID18 height accuracy estimate available here.
 FH0847
 FH0847.Click photographs - Photos may exist for this station.
 FH0847
 FH0847.The dynamic height is computed by dividing the NAVD 88
 FH0847.geopotential number by the normal gravity value computed on the
 FH0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0847.degrees latitude (g = 980.6199 gals.).
 FH0847
 FH0847.The modeled gravity was interpolated from observed gravity values.
 FH0847
 FH0847;                    North         East    Units  Estimated Accuracy
 FH0847;SPC OK N     -    49,970.      792,880.      MT  (+/- 180 meters Scaled)
 FH0847
 FH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV389246(NAD 83)
 FH0847
 FH0847                          SUPERSEDED SURVEY CONTROL
 FH0847
 FH0847.No superseded survey control is available for this station.
 FH0847
 FH0847_MARKER: DV = VERTICAL CONTROL DISK
 FH0847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0847_SP_SET: CULVERT HEADWALL
 FH0847_STAMPING: J 197 1984
 FH0847_MARK LOGO: NGS
 FH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0847+STABILITY: SURFACE MOTION
 FH0847
 FH0847  HISTORY     - Date     Condition        Report By
 FH0847  HISTORY     - 1984     MONUMENTED       NGS
 FH0847  HISTORY     - 1988     GOOD             USPSQD
 FH0847  HISTORY     - 1989     GOOD             USPSQD
 FH0847  HISTORY     - 1990     GOOD             USPSQD
 FH0847
 FH0847                          STATION DESCRIPTION
 FH0847
 FH0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0847'9.0 KM (5.6 MI) EAST FROM HENRYETTA.
 FH0847'9.0 KM (5.6 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0847'U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET IN A 9.8 METERS (32.0 FT)
 FH0847'TRIPLE BOX CULVERT AT THE WEST END OF THE SOUTH HEADWALL, ABOUT 0.5 KM
 FH0847'(0.3 MI) WEST OF MILEPOST NUMBER 246, 17.3 METERS (56.6 FT) SOUTH OF
 FH0847'THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES, 0.9 METER (2.8 FT) EAST
 FH0847'OF A RIGHT-OF-WAY FENCE POST, AND 85.1 METERS (279.0 FT) WEST OF THE
 FH0847'MCINTOSH COUNTY SIGN.
 FH0847'THE MARK IS 2.1 M BELOW EASTBOUND HIGHWAY.
 FH0847
 FH0847                          STATION RECOVERY (1988)
 FH0847
 FH0847'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0847'RECOVERED IN GOOD CONDITION.
 FH0847
 FH0847                          STATION RECOVERY (1989)
 FH0847
 FH0847'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0847'RECOVERED IN GOOD CONDITION.
 FH0847
 FH0847                          STATION RECOVERY (1990)
 FH0847
 FH0847'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0892 ***********************************************************************
 FH0892  DESIGNATION -  J 199
 FH0892  PID         -  FH0892
 FH0892  STATE/COUNTY-  OK/SEQUOYAH
 FH0892  COUNTRY     -  US
 FH0892  USGS QUAD   -  STIGLER NE (2018)
 FH0892
 FH0892                         *CURRENT SURVEY CONTROL
 FH0892  ______________________________________________________________________
 FH0892* NAD 83(1986) POSITION- 35 29 20.43   (N) 095 04 44.66   (W)   HD_HELD1
 FH0892* NAVD 88 ORTHO HEIGHT -   170.835 (meters)      560.48  (feet) ADJUSTED
 FH0892  ______________________________________________________________________
 FH0892  GEOID HEIGHT    -        -29.916 (meters)                     GEOID18
 FH0892  DYNAMIC HEIGHT  -        170.677 (meters)      559.96  (feet) COMP
 FH0892  MODELED GRAVITY -    979,705.5   (mgal)                       NAVD 88
 FH0892
 FH0892  VERT ORDER      -  FIRST     CLASS II
 FH0892
 FH0892.The horizontal coordinates were determined by differentially corrected
 FH0892.hand held GPS observations or other comparable positioning techniques
 FH0892.and have an estimated accuracy of +/- 3 meters.
 FH0892
 FH0892.The orthometric height was determined by differential leveling and
 FH0892.adjusted by the NATIONAL GEODETIC SURVEY
 FH0892.in June 1991.
 FH0892
 FH0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0892.GEOID18 height accuracy estimate available here.
 FH0892
 FH0892.Click photographs - Photos may exist for this station.
 FH0892
 FH0892.The dynamic height is computed by dividing the NAVD 88
 FH0892.geopotential number by the normal gravity value computed on the
 FH0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0892.degrees latitude (g = 980.6199 gals.).
 FH0892
 FH0892.The modeled gravity was interpolated from observed gravity values.
 FH0892
 FH0892;                    North         East    Units  Estimated Accuracy
 FH0892;SPC OK N     -    58,244.1     865,014.1     MT  (+/- 3 meters HH1 GPS) 
 FH0892
 FH0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1140329261(NAD 83)
 FH0892
 FH0892                          SUPERSEDED SURVEY CONTROL
 FH0892
 FH0892.No superseded survey control is available for this station.
 FH0892
 FH0892_MARKER: DV = VERTICAL CONTROL DISK
 FH0892_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0892_SP_SET: BRIDGE RETAINING WALL
 FH0892_STAMPING: J 199 1984
 FH0892_MARK LOGO: NGS
 FH0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0892+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2022
 FH0892
 FH0892  HISTORY     - Date     Condition        Report By
 FH0892  HISTORY     - 1984     MONUMENTED       NGS
 FH0892  HISTORY     - 1988     GOOD             USPSQD
 FH0892  HISTORY     - 1989     GOOD             USPSQD
 FH0892  HISTORY     - 1990     GOOD             USPSQD
 FH0892  HISTORY     - 20020815 GOOD             OKDOT
 FH0892  HISTORY     - 20220720 GOOD             OKDOT
 FH0892
 FH0892                          STATION DESCRIPTION
 FH0892
 FH0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0892'6.7 KM (4.15 MI) EAST FROM WEBBERS FALLS.
 FH0892'6.7 KM (4.15 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0892'STATE HIGHWAY 100 (ABOUT TWO MILES SOUTH OF WEBBERS FALLS), AT THE
 FH0892'EAST END OF THE INTERSTATE 40 OVERPASS OVER STATE HIGHWAY 10 LEADING
 FH0892'NORTH TO GORE, SET IN TOP OF THE EAST END AND THE LOWER ONE OF THREE
 FH0892'ELEVATIONS OF THE SOUTH RETAINING WALL, 7.16 METERS (23.5 FT) SOUTH OF
 FH0892'THE CENTERLINE OF THE EASTBOUND LANES, 0.67 METERS (2.2 FT) WEST OF
 FH0892'THE EAST END OF THE RETAINING WALL, AND 0.3 METER (1.0 FT) EAST OF THE
 FH0892'EAST END OF THE SECOND LEVEL OF THE WALL.
 FH0892'THE MARK IS 0.7 M ABOVE EASTBOUND LANES.
 FH0892
 FH0892                          STATION RECOVERY (1988)
 FH0892
 FH0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0892'RECOVERED IN GOOD CONDITION.
 FH0892
 FH0892                          STATION RECOVERY (1989)
 FH0892
 FH0892'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0892'RECOVERED IN GOOD CONDITION.
 FH0892
 FH0892                          STATION RECOVERY (1990)
 FH0892
 FH0892'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0892'RECOVERED IN GOOD CONDITION.
 FH0892
 FH0892                          STATION RECOVERY (2002)
 FH0892
 FH0892'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0892'RECOVERED IN GOOD CONDITION.
 FH0892
 FH0892                          STATION RECOVERY (2022)
 FH0892
 FH0892'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0917 ***********************************************************************
 FH0917  DESIGNATION -  J 200
 FH0917  PID         -  FH0917
 FH0917  STATE/COUNTY-  OK/SEQUOYAH
 FH0917  COUNTRY     -  US
 FH0917  USGS QUAD   -  GANS (2018)
 FH0917
 FH0917                         *CURRENT SURVEY CONTROL
 FH0917  ______________________________________________________________________
 FH0917* NAD 83(1986) POSITION- 35 23 37.     (N) 094 39 18.     (W)   SCALED
 FH0917* NAVD 88 ORTHO HEIGHT -   145.016 (meters)      475.77  (feet) ADJUSTED
 FH0917  ______________________________________________________________________
 FH0917  GEOID HEIGHT    -        -30.216 (meters)                     GEOID18
 FH0917  DYNAMIC HEIGHT  -        144.880 (meters)      475.33  (feet) COMP
 FH0917  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 FH0917
 FH0917  VERT ORDER      -  FIRST     CLASS II
 FH0917
 FH0917.The horizontal coordinates were scaled from a map and have
 FH0917.an estimated accuracy of +/- 6 seconds.
 FH0917
 FH0917.The orthometric height was determined by differential leveling and
 FH0917.adjusted by the NATIONAL GEODETIC SURVEY
 FH0917.in June 1991.
 FH0917
 FH0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0917.GEOID18 height accuracy estimate available here.
 FH0917
 FH0917.Click photographs - Photos may exist for this station.
 FH0917
 FH0917.The dynamic height is computed by dividing the NAVD 88
 FH0917.geopotential number by the normal gravity value computed on the
 FH0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0917.degrees latitude (g = 980.6199 gals.).
 FH0917
 FH0917.The modeled gravity was interpolated from observed gravity values.
 FH0917
 FH0917;                    North         East    Units  Estimated Accuracy
 FH0917;SPC OK N     -    48,910.      903,840.      MT  (+/- 180 meters Scaled)
 FH0917
 FH0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV496179(NAD 83)
 FH0917
 FH0917                          SUPERSEDED SURVEY CONTROL
 FH0917
 FH0917.No superseded survey control is available for this station.
 FH0917
 FH0917_MARKER: DV = VERTICAL CONTROL DISK
 FH0917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0917_SP_SET: BRIDGE ABUTMENT
 FH0917_STAMPING: J 200 1984
 FH0917_MARK LOGO: NGS
 FH0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0917+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 FH0917
 FH0917  HISTORY     - Date     Condition        Report By
 FH0917  HISTORY     - 1984     MONUMENTED       NGS
 FH0917  HISTORY     - 1988     GOOD             USPSQD
 FH0917  HISTORY     - 1989     GOOD             USPSQD
 FH0917  HISTORY     - 1990     GOOD             USPSQD
 FH0917  HISTORY     - 20020815 GOOD             OKDOT
 FH0917  HISTORY     - 20220804 GOOD             OKDOT
 FH0917
 FH0917                          STATION DESCRIPTION
 FH0917
 FH0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0917'7.7 KM (4.8 MI) WEST FROM MULDROW.
 FH0917'7.7 KM (4.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0917'STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT THE
 FH0917'EAST END OF A CONCRETE BRIDGE OF INTERSTATE 40 EASTBOUND LANES, SET IN
 FH0917'TOP OF THE SOUTH END OF THE EAST ABUTMENT, 0.3 KM (0.25 MI) WEST OF
 FH0917'MILE MARKER NUMBER 318, 7.86 METERS (25.8 FT) SOUTH OF THE CENTERLINE
 FH0917'OF THE EASTBOUND LANES, 0.73 METERS (2.4 FT) SOUTHEAST OF THE
 FH0917'SOUTHWEST CORNER OF A TURN IN THE EAST ABUTMENT, AND 0.21 METERS
 FH0917'(0.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE EAST ABUTMENT.
 FH0917'THE MARK IS 1.70 M BELOW EASTBOUND LANES.
 FH0917
 FH0917                          STATION RECOVERY (1988)
 FH0917
 FH0917'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0917'RECOVERED IN GOOD CONDITION.
 FH0917
 FH0917                          STATION RECOVERY (1989)
 FH0917
 FH0917'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0917'RECOVERED IN GOOD CONDITION.
 FH0917
 FH0917                          STATION RECOVERY (1990)
 FH0917
 FH0917'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0917'RECOVERED IN GOOD CONDITION.
 FH0917
 FH0917                          STATION RECOVERY (2002)
 FH0917
 FH0917'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0917'RECOVERED IN GOOD CONDITION.
 FH0917
 FH0917                          STATION RECOVERY (2022)
 FH0917
 FH0917'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0917'NEEDS 2.25 M (7.4 FT) TO BE ABLE TO DO GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0871 ***********************************************************************
 FH0871  DESIGNATION -  J 201
 FH0871  PID         -  FH0871
 FH0871  STATE/COUNTY-  OK/MCINTOSH
 FH0871  COUNTRY     -  US
 FH0871  USGS QUAD   -  WARNER NW (2018)
 FH0871
 FH0871                         *CURRENT SURVEY CONTROL
 FH0871  ______________________________________________________________________
 FH0871* NAD 83(1986) POSITION- 35 27 24.     (N) 095 27 04.     (W)   SCALED
 FH0871* NAVD 88 ORTHO HEIGHT -   199.271 (meters)      653.77  (feet) ADJUSTED
 FH0871  ______________________________________________________________________
 FH0871  GEOID HEIGHT    -        -29.845 (meters)                     GEOID18
 FH0871  DYNAMIC HEIGHT  -        199.085 (meters)      653.16  (feet) COMP
 FH0871  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FH0871
 FH0871  VERT ORDER      -  FIRST     CLASS II
 FH0871
 FH0871.The horizontal coordinates were scaled from a map and have
 FH0871.an estimated accuracy of +/- 6 seconds.
 FH0871
 FH0871.The orthometric height was determined by differential leveling and
 FH0871.adjusted by the NATIONAL GEODETIC SURVEY
 FH0871.in June 1991.
 FH0871
 FH0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0871.GEOID18 height accuracy estimate available here.
 FH0871
 FH0871.Click photographs - Photos may exist for this station.
 FH0871
 FH0871.The dynamic height is computed by dividing the NAVD 88
 FH0871.geopotential number by the normal gravity value computed on the
 FH0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0871.degrees latitude (g = 980.6199 gals.).
 FH0871
 FH0871.The modeled gravity was interpolated from observed gravity values.
 FH0871
 FH0871;                    North         East    Units  Estimated Accuracy
 FH0871;SPC OK S     -   238,460.      831,370.      MT  (+/- 180 meters Scaled)
 FH0871
 FH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV775264(NAD 83)
 FH0871
 FH0871                          SUPERSEDED SURVEY CONTROL
 FH0871
 FH0871.No superseded survey control is available for this station.
 FH0871
 FH0871_MARKER: DV = VERTICAL CONTROL DISK
 FH0871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0871_SP_SET: PIER
 FH0871_STAMPING: J 201 1984
 FH0871_MARK LOGO: NGS
 FH0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0871
 FH0871  HISTORY     - Date     Condition        Report By
 FH0871  HISTORY     - 1984     MONUMENTED       NGS
 FH0871  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FH0871  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FH0871  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0871
 FH0871                          STATION DESCRIPTION
 FH0871
 FH0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0871'7.3 KM (4.55 MI) EAST FROM CHECOTAH.
 FH0871'7.3 KM (4.55 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0871'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET VERTICALLY
 FH0871'IN THE SOUTH FACE IN THE EASTERNMOST ONE OF TWO BRIDGE PIERS OF THE
 FH0871'TEXANNA ROAD OVERPASS, ABOUT 0.5 KM (0.3 MI) EAST OF MILEPOST NUMBER
 FH0871'270, 14.9 METERS (49.0 FT) NORTH OF THE CENTERLINE OF INTERSTATE 40
 FH0871'EASTBOUND LANES, AND 16.2 METERS (53.0 FT) SOUTH OF THE CENTERLINE OF
 FH0871'INTERSTATE 40 EASTBOUND LANES.
 FH0871'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FH0871
 FH0871                          STATION RECOVERY (1988)
 FH0871
 FH0871'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0871'MARK NOT FOUND.
 FH0871
 FH0871                          STATION RECOVERY (1989)
 FH0871
 FH0871'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0871'MARK NOT FOUND.
 FH0871
 FH0871                          STATION RECOVERY (1990)
 FH0871
 FH0871'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0871'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1314 ***********************************************************************
 GL1314  DESIGNATION -  J 202
 GL1314  PID         -  GL1314
 GL1314  STATE/COUNTY-  OK/CIMARRON
 GL1314  COUNTRY     -  US
 GL1314  USGS QUAD   -  BOISE CITY SE (2018)
 GL1314
 GL1314                         *CURRENT SURVEY CONTROL
 GL1314  ______________________________________________________________________
 GL1314* NAD 83(1986) POSITION- 36 37 29.     (N) 102 33 11.     (W)   SCALED
 GL1314* NAVD 88 ORTHO HEIGHT -  1277.203 (meters)     4190.29  (feet) ADJUSTED
 GL1314  ______________________________________________________________________
 GL1314  GEOID HEIGHT    -        -23.738 (meters)                     GEOID18
 GL1314  DYNAMIC HEIGHT  -       1275.789 (meters)     4185.65  (feet) COMP
 GL1314  MODELED GRAVITY -    979,480.0   (mgal)                       NAVD 88
 GL1314
 GL1314  VERT ORDER      -  FIRST     CLASS II
 GL1314
 GL1314.The horizontal coordinates were scaled from a map and have
 GL1314.an estimated accuracy of +/- 6 seconds.
 GL1314
 GL1314.The orthometric height was determined by differential leveling and
 GL1314.adjusted by the NATIONAL GEODETIC SURVEY
 GL1314.in June 1991.
 GL1314
 GL1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1314.GEOID18 height accuracy estimate available here.
 GL1314
 GL1314.Click photographs - Photos may exist for this station.
 GL1314
 GL1314.The dynamic height is computed by dividing the NAVD 88
 GL1314.geopotential number by the normal gravity value computed on the
 GL1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1314.degrees latitude (g = 980.6199 gals.).
 GL1314
 GL1314.The modeled gravity was interpolated from observed gravity values.
 GL1314
 GL1314;                    North         East    Units  Estimated Accuracy
 GL1314;SPC OK N     -   189,820.      192,900.      MT  (+/- 180 meters Scaled)
 GL1314
 GL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA188560(NAD 83)
 GL1314
 GL1314                          SUPERSEDED SURVEY CONTROL
 GL1314
 GL1314.No superseded survey control is available for this station.
 GL1314
 GL1314_MARKER: I = METAL ROD
 GL1314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1314_STAMPING: J 202 1985
 GL1314_MARK LOGO: NGS
 GL1314_PROJECTION: FLUSH
 GL1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1314+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1314_ROD/PIPE-DEPTH: 4.6 meters
 GL1314
 GL1314  HISTORY     - Date     Condition        Report By
 GL1314  HISTORY     - 1985     MONUMENTED       NGS
 GL1314  HISTORY     - 20051008 GOOD             INDIV
 GL1314
 GL1314                          STATION DESCRIPTION
 GL1314
 GL1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1314'13.4 KM (8.3 MI) SOUTH FROM BOISE CITY.
 GL1314'13.4 KM (8.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1314'IN BOISE CITY, 0.5 KM (0.3 MI) NORTH OF A DIRT ROAD LEADING WEST,
 GL1314'15.0 M (49.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.9 M
 GL1314'(6.2 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GL1314'THROUGH A 5-INCH LOGO CAP.
 GL1314'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1314'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 GL1314
 GL1314                          STATION RECOVERY (2005)
 GL1314
 GL1314'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1114 ***********************************************************************
 DM1114  DESIGNATION -  J 203
 DM1114  PID         -  DM1114
 DM1114  STATE/COUNTY-  OK/MCCURTAIN
 DM1114  COUNTRY     -  US
 DM1114  USGS QUAD   -  BOKHOMA (2019)
 DM1114
 DM1114                         *CURRENT SURVEY CONTROL
 DM1114  ______________________________________________________________________
 DM1114* NAD 83(1986) POSITION- 33 49 23.     (N) 094 34 43.     (W)   SCALED
 DM1114* NAVD 88 ORTHO HEIGHT -   129.314 (meters)      424.26  (feet) ADJUSTED
 DM1114  ______________________________________________________________________
 DM1114  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 DM1114  DYNAMIC HEIGHT  -        129.182 (meters)      423.82  (feet) COMP
 DM1114  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 DM1114
 DM1114  VERT ORDER      -  FIRST     CLASS II
 DM1114
 DM1114.The horizontal coordinates were scaled from a map and have
 DM1114.an estimated accuracy of +/- 6 seconds.
 DM1114
 DM1114.The orthometric height was determined by differential leveling and
 DM1114.adjusted by the NATIONAL GEODETIC SURVEY
 DM1114.in June 1991.
 DM1114
 DM1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1114.GEOID18 height accuracy estimate available here.
 DM1114
 DM1114.Click photographs - Photos may exist for this station.
 DM1114
 DM1114.The dynamic height is computed by dividing the NAVD 88
 DM1114.geopotential number by the normal gravity value computed on the
 DM1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1114.degrees latitude (g = 980.6199 gals.).
 DM1114
 DM1114.The modeled gravity was interpolated from observed gravity values.
 DM1114
 DM1114;                    North         East    Units  Estimated Accuracy
 DM1114;SPC OK S     -    59,690.      916,690.      MT  (+/- 180 meters Scaled)
 DM1114
 DM1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT539436(NAD 83)
 DM1114
 DM1114                          SUPERSEDED SURVEY CONTROL
 DM1114
 DM1114.No superseded survey control is available for this station.
 DM1114
 DM1114_MARKER: I = METAL ROD
 DM1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1114_STAMPING: J 203 1986
 DM1114_MARK LOGO: NGS
 DM1114_PROJECTION: FLUSH
 DM1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1114_ROD/PIPE-DEPTH: 8.2 meters
 DM1114
 DM1114  HISTORY     - Date     Condition        Report By
 DM1114  HISTORY     - 1986     MONUMENTED       NGS
 DM1114
 DM1114                          STATION DESCRIPTION
 DM1114
 DM1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1114'27.6 KM (17.15 MI) WEST FROM FOREMAN AR.
 DM1114'27.6 KM (17.15 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1114'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1114'ON THE EXTENDED CENTER OF A TRACK ROAD LEADING SOUTH, 15.1 M (49.5 FT)
 DM1114'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.4 M (34.1 FT) WEST OF
 DM1114'TELEPHONE PEDESTAL NUMBER 400B SPL, AND 3.3 M (10.8 FT) WEST OF A
 DM1114'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DM1114'LOGO CAP.
 DM1114'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1114'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0817 ***********************************************************************
 FJ0817  DESIGNATION -  J 204
 FJ0817  PID         -  FJ0817
 FJ0817  STATE/COUNTY-  OK/CANADIAN
 FJ0817  COUNTRY     -  US
 FJ0817  USGS QUAD   -  OKARCHE (2018)
 FJ0817
 FJ0817                         *CURRENT SURVEY CONTROL
 FJ0817  ______________________________________________________________________
 FJ0817* NAD 83(1986) POSITION- 35 39 12.     (N) 097 57 36.     (W)   SCALED
 FJ0817* NAVD 88 ORTHO HEIGHT -   379.379 (meters)     1244.68  (feet) ADJUSTED
 FJ0817  ______________________________________________________________________
 FJ0817  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 FJ0817  DYNAMIC HEIGHT  -        379.019 (meters)     1243.50  (feet) COMP
 FJ0817  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 FJ0817
 FJ0817  VERT ORDER      -  FIRST     CLASS II
 FJ0817
 FJ0817.The horizontal coordinates were scaled from a map and have
 FJ0817.an estimated accuracy of +/- 6 seconds.
 FJ0817
 FJ0817.The orthometric height was determined by differential leveling and
 FJ0817.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0817.in June 1991.
 FJ0817
 FJ0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0817.GEOID18 height accuracy estimate available here.
 FJ0817
 FJ0817.Click photographs - Photos may exist for this station.
 FJ0817
 FJ0817.The dynamic height is computed by dividing the NAVD 88
 FJ0817.geopotential number by the normal gravity value computed on the
 FJ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0817.degrees latitude (g = 980.6199 gals.).
 FJ0817
 FJ0817.The modeled gravity was interpolated from observed gravity values.
 FJ0817
 FJ0817;                    North         East    Units  Estimated Accuracy
 FJ0817;SPC OK N     -    72,490.      603,620.      MT  (+/- 180 meters Scaled)
 FJ0817
 FJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE941459(NAD 83)
 FJ0817
 FJ0817                          SUPERSEDED SURVEY CONTROL
 FJ0817
 FJ0817  NGVD 29 (04/22/92)  379.213  (m)         1244.13   (f) ADJUSTED    1 2
 FJ0817
 FJ0817.Superseded values are not recommended for survey control.
 FJ0817
 FJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0817.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0817
 FJ0817_MARKER: I = METAL ROD
 FJ0817_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0817+WITH SETTING: INFORMATION.
 FJ0817_STAMPING: J 204 1985
 FJ0817_MARK LOGO: NGS
 FJ0817_PROJECTION: FLUSH
 FJ0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0817_ROD/PIPE-DEPTH: 2.1 meters
 FJ0817
 FJ0817  HISTORY     - Date     Condition        Report By
 FJ0817  HISTORY     - 1985     MONUMENTED       NGS
 FJ0817  HISTORY     - 1989     GOOD             USPSQD
 FJ0817
 FJ0817                          STATION DESCRIPTION
 FJ0817
 FJ0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0817'8.5 KM (5.3 MI) SOUTH FROM OKARCHE.
 FJ0817'8.52 KM (5.30 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 FJ0817'OKLAHOMA AVENUE AT OKARCHE, IN THE NORTHWEST CORNER OF THE JUNCTION OF
 FJ0817'A GRAVEL SECTION LINE ROAD, 1.60 KM (0.99 MI) NORTH OF THE OLD
 FJ0817'MENNONITE CHURCH, 31.2 METERS (102.5 FT) WEST OF THE HIGHWAY
 FJ0817'CENTERLINE, 8.2 METERS (27 FT) NORTH OF THE CENTER OF THE ROAD, 19.1
 FJ0817'METERS (62.5 FT) WEST OF THE SOUTHEAST CORNER OF THE RIGHT OF WAY
 FJ0817'FENCE AND 0.2 METER (0.8 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 FJ0817'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0817'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FJ0817'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 FJ0817
 FJ0817                          STATION RECOVERY (1989)
 FJ0817
 FJ0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (AC)
 FJ0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DF5634 ***********************************************************************
 DF5634  DESIGNATION -  J 204 RESET
 DF5634  PID         -  DF5634
 DF5634  STATE/COUNTY-  OK/CANADIAN
 DF5634  COUNTRY     -  US
 DF5634  USGS QUAD   -  OKARCHE (2018)
 DF5634
 DF5634                         *CURRENT SURVEY CONTROL
 DF5634  ______________________________________________________________________
 DF5634* NAD 83(1986) POSITION- 35 39 12.     (N) 097 57 36.     (W)   SCALED
 DF5634* NAVD 88 ORTHO HEIGHT -   379.34  (meters)     1244.6   (feet) RESET
 DF5634  ______________________________________________________________________
 DF5634  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 DF5634  VERT ORDER      -  THIRD
 DF5634
 DF5634.The horizontal coordinates were scaled from a map and have
 DF5634.an estimated accuracy of +/- 6 seconds.
 DF5634
 DF5634.The orthometric height was computed from unverified reset data.
 DF5634
 DF5634.No vertical observational check was made to the station.
 DF5634
 DF5634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5634.GEOID18 height accuracy estimate available here.
 DF5634
 DF5634.Click photographs - Photos may exist for this station.
 DF5634
 DF5634;                    North         East    Units  Estimated Accuracy
 DF5634;SPC OK N     -    72,490.      603,620.      MT  (+/- 180 meters Scaled)
 DF5634
 DF5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE941459(NAD 83)
 DF5634
 DF5634                          SUPERSEDED SURVEY CONTROL
 DF5634
 DF5634.No superseded survey control is available for this station.
 DF5634
 DF5634_MARKER: DV = VERTICAL CONTROL DISK
 DF5634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5634_STAMPING: J 204 RESET 2002
 DF5634_MARK LOGO: NGS
 DF5634_PROJECTION: FLUSH
 DF5634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5634_ROD/PIPE-DEPTH: 4.3 meters
 DF5634
 DF5634  HISTORY     - Date     Condition        Report By
 DF5634  HISTORY     - 2002     MONUMENTED       OKDOT
 DF5634
 DF5634                          STATION DESCRIPTION
 DF5634
 DF5634'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (KK)
 DF5634'5.3 MILES (8.5 KM) SOUTH OF OKARCHE.  5.30 MILES (8.53 KM) SOUTH ALONG
 DF5634'US HIGHWAY 81 FROM THE JUNCTION OF OKLAHOMA AVENUE AT OKARCHE, IN THE
 DF5634'NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, 0.99
 DF5634'MILE (1.59 KM) NORTH OF THE OLD MENNONITE CHURCH, 241.5 FEET (73.6 M)
 DF5634'WEST OF THE HIGHWAY CENTERLINE, 25.3 FEET (7.7 M) NORTH OF THE CENTER
 DF5634'OF THE ROAD, 16.4 FEET (5.0 M) WEST OF THE SOUTHEAST CORNER OF
 DF5634'RIGHT-OF-WAY FENCE AND 2.6 FEET (0.8 M) SOUTH OF RIGHT OF WAY FENCE.
 DF5634'NOTE-ACCESS TO DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  WITNESS POST
 DF5634'0.4 M (1.3 FT) NORTH AND 0.5 M (1.6 FT) EAST.  DRIVEN 14.2 FEET (4.3
 DF5634'M) TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0564 ***********************************************************************
 GH0564  DESIGNATION -  J 205
 GH0564  PID         -  GH0564
 GH0564  STATE/COUNTY-  OK/GARFIELD
 GH0564  COUNTRY     -  US
 GH0564  USGS QUAD   -  ENID EAST (2018)
 GH0564
 GH0564                         *CURRENT SURVEY CONTROL
 GH0564  ______________________________________________________________________
 GH0564* NAD 83(1986) POSITION- 36 29 58.     (N) 097 52 21.     (W)   SCALED
 GH0564* NAVD 88 ORTHO HEIGHT -   367.620 (meters)     1206.10  (feet) ADJUSTED
 GH0564  ______________________________________________________________________
 GH0564  GEOID HEIGHT    -        -27.803 (meters)                     GEOID18
 GH0564  DYNAMIC HEIGHT  -        367.301 (meters)     1205.05  (feet) COMP
 GH0564  MODELED GRAVITY -    979,752.2   (mgal)                       NAVD 88
 GH0564
 GH0564  VERT ORDER      -  FIRST     CLASS II
 GH0564
 GH0564.The horizontal coordinates were scaled from a map and have
 GH0564.an estimated accuracy of +/- 6 seconds.
 GH0564
 GH0564.The orthometric height was determined by differential leveling and
 GH0564.adjusted by the NATIONAL GEODETIC SURVEY
 GH0564.in June 1991.
 GH0564
 GH0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0564.GEOID18 height accuracy estimate available here.
 GH0564
 GH0564.Click photographs - Photos may exist for this station.
 GH0564
 GH0564.The dynamic height is computed by dividing the NAVD 88
 GH0564.geopotential number by the normal gravity value computed on the
 GH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0564.degrees latitude (g = 980.6199 gals.).
 GH0564
 GH0564.The modeled gravity was interpolated from observed gravity values.
 GH0564
 GH0564;                    North         East    Units  Estimated Accuracy
 GH0564;SPC OK N     -   166,380.      611,420.      MT  (+/- 180 meters Scaled)
 GH0564
 GH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF009399(NAD 83)
 GH0564
 GH0564                          SUPERSEDED SURVEY CONTROL
 GH0564
 GH0564  NGVD 29 (04/22/92)  367.452  (m)         1205.55   (f) ADJUSTED    1 2
 GH0564
 GH0564.Superseded values are not recommended for survey control.
 GH0564
 GH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0564.See file dsdata.pdf to determine how the superseded data were derived.
 GH0564
 GH0564_MARKER: I = METAL ROD
 GH0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0564_STAMPING: J 205 1985
 GH0564_MARK LOGO: NGS
 GH0564_PROJECTION: FLUSH
 GH0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0564_ROD/PIPE-DEPTH: 4.6 meters
 GH0564
 GH0564  HISTORY     - Date     Condition        Report By
 GH0564  HISTORY     - 1985     MONUMENTED       NGS
 GH0564
 GH0564                          STATION DESCRIPTION
 GH0564
 GH0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0564'13.6 KM (8.45 MI) NORTH FROM ENID.
 GH0564'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0564'IN ENID, THENCE 12.7 KM (7.85 MI) NORTH ALONG US HIGHWAY 81, AT A
 GH0564'PAVED ROAD LEADING EAST, 14.4 METERS (47.2 FT) EAST OF THE CENTER OF
 GH0564'THE NORTH BOUND LANE, 14.2 METERS (46.5 FT) SOUTH OF THE CENTER OF THE
 GH0564'ROAD, 7.1 METERS (23.5 FT) SOUTH OF A FENCE CORNER, 6.6 METERS (21.7
 GH0564'FT) NORTH OF A 3-FOOT ELM TREE AND 0.3 METER (0.9 FT) WEST OF A
 GH0564'CYCLONE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GH0564'LOGO CAP.
 GH0564'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0564'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0613 ***********************************************************************
 GH0613  DESIGNATION -  J 206
 GH0613  PID         -  GH0613
 GH0613  STATE/COUNTY-  OK/GRANT
 GH0613  COUNTRY     -  US
 GH0613  USGS QUAD   -  WAKITA SE (2018)
 GH0613
 GH0613                         *CURRENT SURVEY CONTROL
 GH0613  ______________________________________________________________________
 GH0613* NAD 83(1986) POSITION- 36 48 38.     (N) 097 50 01.     (W)   SCALED
 GH0613* NAVD 88 ORTHO HEIGHT -   328.773 (meters)     1078.65  (feet) ADJUSTED
 GH0613  ______________________________________________________________________
 GH0613  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 GH0613  DYNAMIC HEIGHT  -        328.498 (meters)     1077.75  (feet) COMP
 GH0613  MODELED GRAVITY -    979,788.3   (mgal)                       NAVD 88
 GH0613
 GH0613  VERT ORDER      -  FIRST     CLASS II
 GH0613
 GH0613.The horizontal coordinates were scaled from a map and have
 GH0613.an estimated accuracy of +/- 6 seconds.
 GH0613
 GH0613.The orthometric height was determined by differential leveling and
 GH0613.adjusted by the NATIONAL GEODETIC SURVEY
 GH0613.in June 1991.
 GH0613
 GH0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0613.GEOID18 height accuracy estimate available here.
 GH0613
 GH0613.Click photographs - Photos may exist for this station.
 GH0613
 GH0613.The dynamic height is computed by dividing the NAVD 88
 GH0613.geopotential number by the normal gravity value computed on the
 GH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0613.degrees latitude (g = 980.6199 gals.).
 GH0613
 GH0613.The modeled gravity was interpolated from observed gravity values.
 GH0613
 GH0613;                    North         East    Units  Estimated Accuracy
 GH0613;SPC OK N     -   200,910.      614,850.      MT  (+/- 180 meters Scaled)
 GH0613
 GH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF040744(NAD 83)
 GH0613
 GH0613                          SUPERSEDED SURVEY CONTROL
 GH0613
 GH0613.No superseded survey control is available for this station.
 GH0613
 GH0613_MARKER: I = METAL ROD
 GH0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0613_STAMPING: J 206 1985
 GH0613_MARK LOGO: NGS
 GH0613_PROJECTION: FLUSH
 GH0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0613+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0613_ROD/PIPE-DEPTH: 7.6 meters
 GH0613
 GH0613  HISTORY     - Date     Condition        Report By
 GH0613  HISTORY     - 1985     MONUMENTED       NGS
 GH0613  HISTORY     - 20090528 GOOD             OKDOT
 GH0613
 GH0613                          STATION DESCRIPTION
 GH0613
 GH0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0613'9.1 KM (5.65 MI) WEST FROM MEDFORD.
 GH0613'9.1 KM (5.65 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0613'HIGHWAY 81 AT MEDFORD, AT A FIELD ROAD AND A NORTH-SOUTH FENCE, ABOUT
 GH0613'0.1 MILE EAST OF A BRIDGE, 19.2 METERS (63 FT) NORTH OF THE HIGHWAY
 GH0613'CENTERLINE, 5.2 METERS (17 FT) WEST OF THE CENTER OF THE ROAD, 0.48
 GH0613'METER (1.6 FT) NORTH-NORTHEAST OF A FENCE CORNER AND 0.3 METER (1 FT)
 GH0613'EAST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GH0613'5-INCH LOGO CAP.
 GH0613'THE MARK IS 0.31 METERS  N FROM  A WITNESS POST
 GH0613'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 GH0613
 GH0613                          STATION RECOVERY (2009)
 GH0613
 GH0613'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0599 ***********************************************************************
 GH0599  DESIGNATION -  J 207
 GH0599  PID         -  GH0599
 GH0599  STATE/COUNTY-  OK/GARFIELD
 GH0599  COUNTRY     -  US
 GH0599  USGS QUAD   -  WAUKOMIS (2018)
 GH0599
 GH0599                         *CURRENT SURVEY CONTROL
 GH0599  ______________________________________________________________________
 GH0599* NAD 83(1986) POSITION- 36 16 18.34   (N) 097 53 25.21   (W)   HD_HELD1
 GH0599* NAVD 88 ORTHO HEIGHT -   374.783 (meters)     1229.60  (feet) ADJUSTED
 GH0599  ______________________________________________________________________
 GH0599  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 GH0599  DYNAMIC HEIGHT  -        374.450 (meters)     1228.51  (feet) COMP
 GH0599  MODELED GRAVITY -    979,733.5   (mgal)                       NAVD 88
 GH0599
 GH0599  VERT ORDER      -  FIRST     CLASS II
 GH0599
 GH0599.The horizontal coordinates were determined by differentially corrected
 GH0599.hand held GPS observations or other comparable positioning techniques
 GH0599.and have an estimated accuracy of +/- 3 meters.
 GH0599
 GH0599.The orthometric height was determined by differential leveling and
 GH0599.adjusted by the NATIONAL GEODETIC SURVEY
 GH0599.in June 1991.
 GH0599
 GH0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0599.GEOID18 height accuracy estimate available here.
 GH0599
 GH0599.Click photographs - Photos may exist for this station.
 GH0599
 GH0599.The dynamic height is computed by dividing the NAVD 88
 GH0599.geopotential number by the normal gravity value computed on the
 GH0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0599.degrees latitude (g = 980.6199 gals.).
 GH0599
 GH0599.The modeled gravity was interpolated from observed gravity values.
 GH0599
 GH0599;                    North         East    Units  Estimated Accuracy
 GH0599;SPC OK N     -   141,111.6     609,853.1     MT  (+/- 3 meters HH1 GPS) 
 GH0599
 GH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9966814662(NAD 83)
 GH0599
 GH0599                          SUPERSEDED SURVEY CONTROL
 GH0599
 GH0599  NGVD 29 (04/22/92)  374.605  (m)         1229.02   (f) ADJUSTED    1 2
 GH0599
 GH0599.Superseded values are not recommended for survey control.
 GH0599
 GH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0599.See file dsdata.pdf to determine how the superseded data were derived.
 GH0599
 GH0599_MARKER: F = FLANGE-ENCASED ROD
 GH0599_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0599+WITH SETTING: INFORMATION.
 GH0599_STAMPING: J 207 1985
 GH0599_MARK LOGO: NGS
 GH0599_PROJECTION: FLUSH
 GH0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0599+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2018
 GH0599_ROD/PIPE-DEPTH: 1.5 meters
 GH0599
 GH0599  HISTORY     - Date     Condition        Report By
 GH0599  HISTORY     - 1985     MONUMENTED       NGS
 GH0599  HISTORY     - 20171129 GOOD             ISAACS
 GH0599  HISTORY     - 20180316 GOOD             OKDOT
 GH0599
 GH0599                          STATION DESCRIPTION
 GH0599
 GH0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0599'0.9 KM (0.55 MI) SOUTH FROM WAUKOMIS.
 GH0599'0.91 KM (0.57 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 GH0599'EUCLID STREET AT WAUKOMIS, IN THE CENTER OF A DOUBLE WOOD POST BRACE
 GH0599'AT A RIGHT ANGLE FENCE JUNCTION IN THE RIGHT OF WAY FENCE, 0.34 KM
 GH0599'(0.21 MI) SOUTH OF THE JUNCTION OF A PAVED SECTION LINE ROAD,
 GH0599'26.2 METERS (86 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES, 46.6
 GH0599'METERS (153 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL
 GH0599'BUILDING, 48.2 METERS (158 FT) SOUTH OF THE CENTER OF THE T JUNCTION
 GH0599'OF A GRAVEL DRIVE LEADING WEST TO THE BUILDING, 29.9 METERS (98 FT)
 GH0599'NORTH OF THE T JUNCTION OF A GRAVEL DRIVE LEADING WEST TO A GRAVEL
 GH0599'LOT, 2.6 METERS (8.4 FT) SOUTH OF A T JUNCTION POWER POLE WITH ONE GUY
 GH0599'WIRE, 1.2 METERS (4.1 FT) SOUTH OF THE NORTHEAST CORNER POST IN THE
 GH0599'FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  ROD SET TO
 GH0599'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GH0599'LOGO CAP.
 GH0599'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0599'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 GH0599
 GH0599                          STATION RECOVERY (2017)
 GH0599
 GH0599'RECOVERY NOTE BY ISAACS SURVEYING SERVICE, LLC 2017 (JL)
 GH0599'RECOVERED IN GOOD CONDITION.
 GH0599
 GH0599                          STATION RECOVERY (2018)
 GH0599
 GH0599'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0599'THE POWER POLE DESCRIBED HAS NO GUY WIRE.  3 WIRE POWER RUNNING TO THE
 GH0599'WEST AND 4 WIRE POWER RUNNING NORTH AND SOUTH.  EXISTING FENCE IS A
 GH0599'NEW STEEL CABLE FENCE THAT IS 2.5 FT (0.8 M) WEST OF THE MARK.  THERE
 GH0599'IS NO LONGER A CORNER POST, AS DESCRIBED AND NO LONGER A DOUBLE WOOD
 GH0599'BRACE POST OR A RIGHT ANGLE FENCE JUNCTION.  NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1142 ***********************************************************************
 DM1142  DESIGNATION -  J 208
 DM1142  PID         -  DM1142
 DM1142  STATE/COUNTY-  OK/MCCURTAIN
 DM1142  COUNTRY     -  US
 DM1142  USGS QUAD   -  MILLERTON (2019)
 DM1142
 DM1142                         *CURRENT SURVEY CONTROL
 DM1142  ______________________________________________________________________
 DM1142* NAD 83(1986) POSITION- 33 59 45.     (N) 095 04 10.     (W)   SCALED
 DM1142* NAVD 88 ORTHO HEIGHT -   156.438 (meters)      513.25  (feet) ADJUSTED
 DM1142  ______________________________________________________________________
 DM1142  GEOID HEIGHT    -        -28.528 (meters)                     GEOID18
 DM1142  DYNAMIC HEIGHT  -        156.276 (meters)      512.72  (feet) COMP
 DM1142  MODELED GRAVITY -    979,602.1   (mgal)                       NAVD 88
 DM1142
 DM1142  VERT ORDER      -  FIRST     CLASS II
 DM1142
 DM1142.The horizontal coordinates were scaled from a map and have
 DM1142.an estimated accuracy of +/- 6 seconds.
 DM1142
 DM1142.The orthometric height was determined by differential leveling and
 DM1142.adjusted by the NATIONAL GEODETIC SURVEY
 DM1142.in June 1991.
 DM1142
 DM1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1142.GEOID18 height accuracy estimate available here.
 DM1142
 DM1142.Click photographs - Photos may exist for this station.
 DM1142
 DM1142.The dynamic height is computed by dividing the NAVD 88
 DM1142.geopotential number by the normal gravity value computed on the
 DM1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1142.degrees latitude (g = 980.6199 gals.).
 DM1142
 DM1142.The modeled gravity was interpolated from observed gravity values.
 DM1142
 DM1142;                    North         East    Units  Estimated Accuracy
 DM1142;SPC OK S     -    77,420.      870,710.      MT  (+/- 180 meters Scaled)
 DM1142
 DM1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT088636(NAD 83)
 DM1142
 DM1142                          SUPERSEDED SURVEY CONTROL
 DM1142
 DM1142.No superseded survey control is available for this station.
 DM1142
 DM1142_MARKER: I = METAL ROD
 DM1142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1142_STAMPING: J 208 1986
 DM1142_MARK LOGO: NGS
 DM1142_PROJECTION: FLUSH
 DM1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1142_ROD/PIPE-DEPTH: 3.7 meters
 DM1142
 DM1142  HISTORY     - Date     Condition        Report By
 DM1142  HISTORY     - 1986     MONUMENTED       NGS
 DM1142
 DM1142                          STATION DESCRIPTION
 DM1142
 DM1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1142'26.9 KM (16.7 MI) WEST FROM IDABEL.
 DM1142'26.9 KM (16.7 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1142'WITH U.S. HIGHWAY 259 IN IDABEL, 23.3 M (76.4 FT) NORTH OF THE
 DM1142'CENTERLINE OF THE HIGHWAY, 12.7 M (41.7 FT) EAST OF THE CENTER OF A
 DM1142'GRAVELED ROAD LEADING NORTH, 6.8 M (22.3 FT) EAST OF A FENCE CORNER,
 DM1142'AND 6.2 M (20.3 FT) EAST OF UTILITY POLE NUMBER 40.  NOTE--ACCESS TO
 DM1142'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1142'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0792 ***********************************************************************
 EK0792  DESIGNATION -  J 209
 EK0792  PID         -  EK0792
 EK0792  STATE/COUNTY-  OK/CHOCTAW
 EK0792  COUNTRY     -  US
 EK0792  USGS QUAD   -  SOPER (2019)
 EK0792
 EK0792                         *CURRENT SURVEY CONTROL
 EK0792  ______________________________________________________________________
 EK0792* NAD 83(1986) POSITION- 34 02 25.     (N) 095 39 37.     (W)   SCALED
 EK0792* NAVD 88 ORTHO HEIGHT -   160.178 (meters)      525.52  (feet) ADJUSTED
 EK0792  ______________________________________________________________________
 EK0792  GEOID HEIGHT    -        -29.031 (meters)                     GEOID18
 EK0792  DYNAMIC HEIGHT  -        160.006 (meters)      524.95  (feet) COMP
 EK0792  MODELED GRAVITY -    979,558.1   (mgal)                       NAVD 88
 EK0792
 EK0792  VERT ORDER      -  FIRST     CLASS II
 EK0792
 EK0792.The horizontal coordinates were scaled from a map and have
 EK0792.an estimated accuracy of +/- 6 seconds.
 EK0792
 EK0792.The orthometric height was determined by differential leveling and
 EK0792.adjusted by the NATIONAL GEODETIC SURVEY
 EK0792.in June 1991.
 EK0792
 EK0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0792.GEOID18 height accuracy estimate available here.
 EK0792
 EK0792.Click photographs - Photos may exist for this station.
 EK0792
 EK0792.The dynamic height is computed by dividing the NAVD 88
 EK0792.geopotential number by the normal gravity value computed on the
 EK0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0792.degrees latitude (g = 980.6199 gals.).
 EK0792
 EK0792.The modeled gravity was interpolated from observed gravity values.
 EK0792
 EK0792;                    North         East    Units  Estimated Accuracy
 EK0792;SPC OK S     -    80,920.      816,030.      MT  (+/- 180 meters Scaled)
 EK0792
 EK0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT544698(NAD 83)
 EK0792
 EK0792                          SUPERSEDED SURVEY CONTROL
 EK0792
 EK0792.No superseded survey control is available for this station.
 EK0792
 EK0792_MARKER: I = METAL ROD
 EK0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0792+WITH SETTING: INFORMATION.
 EK0792_STAMPING: J 209 1986
 EK0792_MARK LOGO: NGS
 EK0792_PROJECTION: FLUSH
 EK0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0792_ROD/PIPE-DEPTH: 2.1 meters
 EK0792
 EK0792  HISTORY     - Date     Condition        Report By
 EK0792  HISTORY     - 1986     MONUMENTED       NGS
 EK0792
 EK0792                          STATION DESCRIPTION
 EK0792
 EK0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0792'14.9 KM (9.25 MI) WEST FROM HUGO.
 EK0792'14.9 KM (9.25 MI ) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0792'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 20.0 M (65.6 FT) EAST OF
 EK0792'THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 15.6 M (51.2 FT) SOUTH OF
 EK0792'THE CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) EAST OF A FENCE
 EK0792'CORNER, AND 10.3 M (33.8 FT) EAST-SOUTHEAST OF UTILITY PEDESTAL NUMBER
 EK0792'110 1450.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EK0792'CAP.
 EK0792'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EK0792'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0959 ***********************************************************************
 DN0959  DESIGNATION -  J 210
 DN0959  PID         -  DN0959
 DN0959  STATE/COUNTY-  OK/BRYAN
 DN0959  COUNTRY     -  US
 DN0959  USGS QUAD   -  DURANT SOUTH (2018)
 DN0959
 DN0959                         *CURRENT SURVEY CONTROL
 DN0959  ______________________________________________________________________
 DN0959* NAD 83(1986) POSITION- 33 57 25.     (N) 096 24 13.     (W)   SCALED
 DN0959* NAVD 88 ORTHO HEIGHT -   210.261 (meters)      689.83  (feet) ADJUSTED
 DN0959  ______________________________________________________________________
 DN0959  GEOID HEIGHT    -        -26.566 (meters)                     GEOID18
 DN0959  DYNAMIC HEIGHT  -        210.041 (meters)      689.11  (feet) COMP
 DN0959  MODELED GRAVITY -    979,583.9   (mgal)                       NAVD 88
 DN0959
 DN0959  VERT ORDER      -  FIRST     CLASS II
 DN0959
 DN0959.The horizontal coordinates were scaled from a map and have
 DN0959.an estimated accuracy of +/- 6 seconds.
 DN0959
 DN0959.The orthometric height was determined by differential leveling and
 DN0959.adjusted by the NATIONAL GEODETIC SURVEY
 DN0959.in June 1991.
 DN0959
 DN0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0959.GEOID18 height accuracy estimate available here.
 DN0959
 DN0959.Click photographs - Photos may exist for this station.
 DN0959
 DN0959.The dynamic height is computed by dividing the NAVD 88
 DN0959.geopotential number by the normal gravity value computed on the
 DN0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0959.degrees latitude (g = 980.6199 gals.).
 DN0959
 DN0959.The modeled gravity was interpolated from observed gravity values.
 DN0959
 DN0959;                    North         East    Units  Estimated Accuracy
 DN0959;SPC OK S     -    70,340.      747,550.      MT  (+/- 180 meters Scaled)
 DN0959
 DN0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC399604(NAD 83)
 DN0959
 DN0959                          SUPERSEDED SURVEY CONTROL
 DN0959
 DN0959.No superseded survey control is available for this station.
 DN0959
 DN0959_MARKER: I = METAL ROD
 DN0959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0959_STAMPING: J 210 1986
 DN0959_MARK LOGO: NGS
 DN0959_PROJECTION: FLUSH
 DN0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0959_ROD/PIPE-DEPTH: 6.1 meters
 DN0959
 DN0959  HISTORY     - Date     Condition        Report By
 DN0959  HISTORY     - 1986     MONUMENTED       NGS
 DN0959
 DN0959                          STATION DESCRIPTION
 DN0959
 DN0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0959'4.5 KM (2.8 MI) SW FROM DURANT.
 DN0959'4.5 KM (2.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0959'FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, 15.1 M (49.5 FT)
 DN0959'NORTHWEST THE CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) NORTHEAST OF
 DN0959'THE CENTER OF THE MOST NORTHERLY 1 OF 2 PAVED ROADS LEADING TO THE
 DN0959'SOUTHEASTERN OKLAHOMA STATE UNIVERSITY EQUESTRIAN CENTER, 3.5 M
 DN0959'(11.5 FT) NORTHEAST OF A FENCE CORNER, AND 0.9 M (3.0 FT) SOUTHWEST OF
 DN0959'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DN0959'LOGO CAP.
 DN0959'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DN0959'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0671 ***********************************************************************
 EL0671  DESIGNATION -  J 211
 EL0671  PID         -  EL0671
 EL0671  STATE/COUNTY-  OK/STEPHENS
 EL0671  COUNTRY     -  US
 EL0671  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0671
 EL0671                         *CURRENT SURVEY CONTROL
 EL0671  ______________________________________________________________________
 EL0671* NAD 83(1986) POSITION- 34 33 03.     (N) 097 57 57.     (W)   SCALED
 EL0671* NAVD 88 ORTHO HEIGHT -   375.896 (meters)     1233.25  (feet) ADJUSTED
 EL0671  ______________________________________________________________________
 EL0671  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 EL0671  DYNAMIC HEIGHT  -        375.505 (meters)     1231.97  (feet) COMP
 EL0671  MODELED GRAVITY -    979,584.4   (mgal)                       NAVD 88
 EL0671
 EL0671  VERT ORDER      -  FIRST     CLASS II
 EL0671
 EL0671.The horizontal coordinates were scaled from a map and have
 EL0671.an estimated accuracy of +/- 6 seconds.
 EL0671
 EL0671.The orthometric height was determined by differential leveling and
 EL0671.adjusted by the NATIONAL GEODETIC SURVEY
 EL0671.in June 1991.
 EL0671
 EL0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0671.GEOID18 height accuracy estimate available here.
 EL0671
 EL0671.Click photographs - Photos may exist for this station.
 EL0671
 EL0671.The dynamic height is computed by dividing the NAVD 88
 EL0671.geopotential number by the normal gravity value computed on the
 EL0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0671.degrees latitude (g = 980.6199 gals.).
 EL0671
 EL0671.The modeled gravity was interpolated from observed gravity values.
 EL0671
 EL0671;                    North         East    Units  Estimated Accuracy
 EL0671;SPC OK S     -   135,050.      603,140.      MT  (+/- 180 meters Scaled)
 EL0671
 EL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND948237(NAD 83)
 EL0671
 EL0671                          SUPERSEDED SURVEY CONTROL
 EL0671
 EL0671.No superseded survey control is available for this station.
 EL0671
 EL0671_MARKER: I = METAL ROD
 EL0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0671_STAMPING: J 211 1986
 EL0671_MARK LOGO: NGS
 EL0671_PROJECTION: FLUSH
 EL0671_MAGNETIC: I = MARKER IS A STEEL ROD
 EL0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0671+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1994
 EL0671_ROD/PIPE-DEPTH: 3.5 meters
 EL0671
 EL0671  HISTORY     - Date     Condition        Report By
 EL0671  HISTORY     - 1986     MONUMENTED       NGS
 EL0671  HISTORY     - 19940225 GOOD             NGS
 EL0671
 EL0671                          STATION DESCRIPTION
 EL0671
 EL0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0671'IN DUNCAN.
 EL0671'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EL0671'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND CAMELBACK ROAD,
 EL0671'80.5 M (264.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 EL0671'THE HIGHWAY, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF A PAVED ROAD ALONG
 EL0671'THE SOUTH SIDE OF A CEMETARY, 8.5 M (27.9 FT) NORTH OF THE CENTER OF
 EL0671'THE ROAD, AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 EL0671'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0671'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 EL0671
 EL0671                          STATION RECOVERY (1994)
 EL0671
 EL0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0671'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND CAMELBACK ROAD,
 EL0671'80.1 M (262.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 EL0671'THE HIGHWAY, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF A PAVED ROAD
 EL0671'LEADING ALONG THE SOUTH SIDE OF THE RESTHAVEN MEMORIAL GARDENS
 EL0671'CEMETERY, 8.5 M (27.9 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF
 EL0671'THE ROAD, 0.7 M (2.3 FT) WEST OF A UTILITY POLE WITH 1 GUY CABLE, AND
 EL0671'0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 EL0671'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0630 ***********************************************************************
 EL0630  DESIGNATION -  J 212
 EL0630  PID         -  EL0630
 EL0630  STATE/COUNTY-  OK/BRYAN
 EL0630  COUNTRY     -  US
 EL0630  USGS QUAD   -  BOKCHITO (2018)
 EL0630
 EL0630                         *CURRENT SURVEY CONTROL
 EL0630  ______________________________________________________________________
 EL0630* NAD 83(1986) POSITION- 34 00 36.     (N) 096 10 19.     (W)   SCALED
 EL0630* NAVD 88 ORTHO HEIGHT -   192.659 (meters)      632.08  (feet) ADJUSTED
 EL0630  ______________________________________________________________________
 EL0630  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 EL0630  DYNAMIC HEIGHT  -        192.463 (meters)      631.44  (feet) COMP
 EL0630  MODELED GRAVITY -    979,614.4   (mgal)                       NAVD 88
 EL0630
 EL0630  VERT ORDER      -  FIRST     CLASS II
 EL0630
 EL0630.The horizontal coordinates were scaled from a map and have
 EL0630.an estimated accuracy of +/- 6 seconds.
 EL0630
 EL0630.The orthometric height was determined by differential leveling and
 EL0630.adjusted by the NATIONAL GEODETIC SURVEY
 EL0630.in June 1991.
 EL0630
 EL0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0630.GEOID18 height accuracy estimate available here.
 EL0630
 EL0630.Click photographs - Photos may exist for this station.
 EL0630
 EL0630.The dynamic height is computed by dividing the NAVD 88
 EL0630.geopotential number by the normal gravity value computed on the
 EL0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0630.degrees latitude (g = 980.6199 gals.).
 EL0630
 EL0630.The modeled gravity was interpolated from observed gravity values.
 EL0630
 EL0630;                    North         East    Units  Estimated Accuracy
 EL0630;SPC OK S     -    76,590.      768,850.      MT  (+/- 180 meters Scaled)
 EL0630
 EL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC611668(NAD 83)
 EL0630
 EL0630                          SUPERSEDED SURVEY CONTROL
 EL0630
 EL0630.No superseded survey control is available for this station.
 EL0630
 EL0630_MARKER: I = METAL ROD
 EL0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0630_STAMPING: J 212 1986
 EL0630_MARK LOGO: NGS
 EL0630_PROJECTION: FLUSH
 EL0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0630_ROD/PIPE-DEPTH: 4.9 meters
 EL0630
 EL0630  HISTORY     - Date     Condition        Report By
 EL0630  HISTORY     - 1986     MONUMENTED       NGS
 EL0630
 EL0630                          STATION DESCRIPTION
 EL0630
 EL0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0630'20.5 KM (12.75 MI) EAST FROM DURANT.
 EL0630'20.5 KM (12.75 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0630'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 52.7 M (172.9 FT) WEST
 EL0630'OF THE CENTER OF A DRIVEWAY LEADING NORTH, 15.3 M (50.2 FT) NORTH OF
 EL0630'THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) EAST OF A UTILITY
 EL0630'POPE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0630'THE MARK IS 0.1 METERS  S FROM  A WITNESS POST AND FENCE
 EL0630'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0639 ***********************************************************************
 EL0639  DESIGNATION -  J 213
 EL0639  PID         -  EL0639
 EL0639  STATE/COUNTY-  OK/JEFFERSON
 EL0639  COUNTRY     -  US
 EL0639  USGS QUAD   -  RYAN (2019)
 EL0639
 EL0639                         *CURRENT SURVEY CONTROL
 EL0639  ______________________________________________________________________
 EL0639* NAD 83(1986) POSITION- 34 05 09.15   (N) 097 57 31.92   (W)   HD_HELD1
 EL0639* NAVD 88 ORTHO HEIGHT -   272.252 (meters)      893.21  (feet) ADJUSTED
 EL0639  ______________________________________________________________________
 EL0639  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 EL0639  DYNAMIC HEIGHT  -        271.973 (meters)      892.30  (feet) COMP
 EL0639  MODELED GRAVITY -    979,603.0   (mgal)                       NAVD 88
 EL0639
 EL0639  VERT ORDER      -  FIRST     CLASS II
 EL0639
 EL0639.The horizontal coordinates were determined by differentially corrected
 EL0639.hand held GPS observations or other comparable positioning techniques
 EL0639.and have an estimated accuracy of +/- 3 meters.
 EL0639
 EL0639.The orthometric height was determined by differential leveling and
 EL0639.adjusted by the NATIONAL GEODETIC SURVEY
 EL0639.in June 1991.
 EL0639
 EL0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0639.GEOID18 height accuracy estimate available here.
 EL0639
 EL0639.Click photographs - Photos may exist for this station.
 EL0639
 EL0639.The dynamic height is computed by dividing the NAVD 88
 EL0639.geopotential number by the normal gravity value computed on the
 EL0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0639.degrees latitude (g = 980.6199 gals.).
 EL0639
 EL0639.The modeled gravity was interpolated from observed gravity values.
 EL0639
 EL0639;                    North         East    Units  Estimated Accuracy
 EL0639;SPC OK S     -    83,475.4     603,796.2     MT  (+/- 3 meters HH1 GPS) 
 EL0639
 EL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9605172166(NAD 83)
 EL0639
 EL0639                          SUPERSEDED SURVEY CONTROL
 EL0639
 EL0639.No superseded survey control is available for this station.
 EL0639
 EL0639_MARKER: I = METAL ROD
 EL0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0639_STAMPING: J 213 1986
 EL0639_MARK LOGO: NGS
 EL0639_PROJECTION: FLUSH
 EL0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0639_ROD/PIPE-DEPTH: 4.9 meters
 EL0639
 EL0639  HISTORY     - Date     Condition        Report By
 EL0639  HISTORY     - 1986     MONUMENTED       NGS
 EL0639
 EL0639                          STATION DESCRIPTION
 EL0639
 EL0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0639'8.6 KM (5.35 MI) SOUTH FROM WAURIKA.
 EL0639'8.6 KM (5.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0639'WITH U.S. HIGHWAY 70 IN WAURIKA, 21.1 M (69.2 FT) NORTH OF THE CENTER
 EL0639'OF A PAVED ROAD LEADING EAST, 19.8 M (65.0 FT) EAST OF THE CENTERLINE
 EL0639'OF THE HIGHWAY, 15.6 M (51.2 FT) NORTHWEST OF THE CENTER OF THE EAST
 EL0639'CONCRETE HEADWALL OF A BOX CULVERT, AND 8.7 M (28.5 FT)
 EL0639'NORTH-NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0639'THROUGH A 5-INCH LOGO CAP.
 EL0639'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0639'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0698 ***********************************************************************
 EL0698  DESIGNATION -  J 214
 EL0698  PID         -  EL0698
 EL0698  STATE/COUNTY-  OK/GRADY
 EL0698  COUNTRY     -  US
 EL0698  USGS QUAD   -  NINNEKAH (2018)
 EL0698
 EL0698                         *CURRENT SURVEY CONTROL
 EL0698  ______________________________________________________________________
 EL0698* NAD 83(1986) POSITION- 34 59 19.     (N) 097 56 38.     (W)   SCALED
 EL0698* NAVD 88 ORTHO HEIGHT -   351.886 (meters)     1154.48  (feet) ADJUSTED
 EL0698  ______________________________________________________________________
 EL0698  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 EL0698  DYNAMIC HEIGHT  -        351.539 (meters)     1153.34  (feet) COMP
 EL0698  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 EL0698
 EL0698  VERT ORDER      -  FIRST     CLASS II
 EL0698
 EL0698.The horizontal coordinates were scaled from a map and have
 EL0698.an estimated accuracy of +/- 6 seconds.
 EL0698
 EL0698.The orthometric height was determined by differential leveling and
 EL0698.adjusted by the NATIONAL GEODETIC SURVEY
 EL0698.in June 1991.
 EL0698
 EL0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0698.GEOID18 height accuracy estimate available here.
 EL0698
 EL0698.Click photographs - Photos may exist for this station.
 EL0698
 EL0698.The dynamic height is computed by dividing the NAVD 88
 EL0698.geopotential number by the normal gravity value computed on the
 EL0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0698.degrees latitude (g = 980.6199 gals.).
 EL0698
 EL0698.The modeled gravity was interpolated from observed gravity values.
 EL0698
 EL0698;                    North         East    Units  Estimated Accuracy
 EL0698;SPC OK S     -   183,610.      605,120.      MT  (+/- 180 meters Scaled)
 EL0698
 EL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND963722(NAD 83)
 EL0698
 EL0698                          SUPERSEDED SURVEY CONTROL
 EL0698
 EL0698.No superseded survey control is available for this station.
 EL0698
 EL0698_MARKER: I = METAL ROD
 EL0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0698_STAMPING: J 214 1986
 EL0698_MARK LOGO: NGS
 EL0698_PROJECTION: FLUSH
 EL0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0698_ROD/PIPE-DEPTH: 5.2 meters
 EL0698
 EL0698  HISTORY     - Date     Condition        Report By
 EL0698  HISTORY     - 1986     MONUMENTED       NGS
 EL0698
 EL0698                          STATION DESCRIPTION
 EL0698
 EL0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0698'7.5 KM (4.65 MI) SOUTH FROM CHICKASHA.
 EL0698'7.5 KM (4.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0698'BUILDING IN CHICKASHA, 29.0 M (95.1 FT) NORTHWEST OF THE CENTERLINE OF
 EL0698'THE SOUTH BOUND LANES OF THE HIGHWAY, 4.2 M (13.8 FT) SOUTHWESY OF THE
 EL0698'NORTHEAST END OF A FENCE, AND 6.0 M (19.7 FT) NORTHEAST OF THE CENTER
 EL0698'OF A PAVED ROAD LEADING SOUTHWEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0698'THROUGH A 5-INCH LOGO CAP.
 EL0698'THE MARK IS 0.1 METERS  SE FROM  A WITNESS POST AND FENCE
 EL0698'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0806 ***********************************************************************
 FJ0806  DESIGNATION -  J 215
 FJ0806  PID         -  FJ0806
 FJ0806  STATE/COUNTY-  OK/CANADIAN
 FJ0806  COUNTRY     -  US
 FJ0806  USGS QUAD   -  UNION CITY (2018)
 FJ0806
 FJ0806                         *CURRENT SURVEY CONTROL
 FJ0806  ______________________________________________________________________
 FJ0806* NAD 83(1986) POSITION- 35 27 00.     (N) 097 57 17.     (W)   SCALED
 FJ0806* NAVD 88 ORTHO HEIGHT -   421.531 (meters)     1382.97  (feet) ADJUSTED
 FJ0806  ______________________________________________________________________
 FJ0806  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FJ0806  DYNAMIC HEIGHT  -        421.116 (meters)     1381.61  (feet) COMP
 FJ0806  MODELED GRAVITY -    979,636.8   (mgal)                       NAVD 88
 FJ0806
 FJ0806  VERT ORDER      -  FIRST     CLASS II
 FJ0806
 FJ0806.The horizontal coordinates were scaled from a map and have
 FJ0806.an estimated accuracy of +/- 6 seconds.
 FJ0806
 FJ0806.The orthometric height was determined by differential leveling and
 FJ0806.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0806.in June 1991.
 FJ0806
 FJ0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0806.GEOID18 height accuracy estimate available here.
 FJ0806
 FJ0806.Click photographs - Photos may exist for this station.
 FJ0806
 FJ0806.The dynamic height is computed by dividing the NAVD 88
 FJ0806.geopotential number by the normal gravity value computed on the
 FJ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0806.degrees latitude (g = 980.6199 gals.).
 FJ0806
 FJ0806.The modeled gravity was interpolated from observed gravity values.
 FJ0806
 FJ0806;                    North         East    Units  Estimated Accuracy
 FJ0806;SPC OK N     -    49,930.      604,110.      MT  (+/- 180 meters Scaled)
 FJ0806
 FJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE948234(NAD 83)
 FJ0806
 FJ0806                          SUPERSEDED SURVEY CONTROL
 FJ0806
 FJ0806.No superseded survey control is available for this station.
 FJ0806
 FJ0806_MARKER: I = METAL ROD
 FJ0806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0806_STAMPING: J 215 1986
 FJ0806_MARK LOGO: NGS
 FJ0806_PROJECTION: RECESSED 6 CENTIMETERS
 FJ0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0806_ROD/PIPE-DEPTH: 4.3 meters
 FJ0806
 FJ0806  HISTORY     - Date     Condition        Report By
 FJ0806  HISTORY     - 1986     MONUMENTED       NGS
 FJ0806
 FJ0806                          STATION DESCRIPTION
 FJ0806
 FJ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0806'6.0 KM (3.7 MI) SOUTH FROM EL RENO.
 FJ0806'5.7 KM (3.55 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0806'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, THENCE 0.3 KM
 FJ0806'(0.2 MI) WEST ALONG A GRAVELED ROAD, 58.5 M (191.9 FT) NORTH OF THE
 FJ0806'CENTER OF THE ROAD, 10.9 M (35.8 FT) EAST OF THE CENTER OF A GRAVELED
 FJ0806'ROAD, AND 1.3 M (4.3 FT) NORTHEAST OF A UTILITY POLE.
 FJ0806'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 FJ0806'THE MARK IS 0.3 M ABOVE THE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1398 ***********************************************************************
 FJ1398  DESIGNATION -  J 216
 FJ1398  PID         -  FJ1398
 FJ1398  STATE/COUNTY-  OK/OKLAHOMA
 FJ1398  COUNTRY     -  US
 FJ1398  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1398
 FJ1398                         *CURRENT SURVEY CONTROL
 FJ1398  ______________________________________________________________________
 FJ1398* NAD 83(1986) POSITION- 35 24 33.     (N) 097 29 38.     (W)   SCALED
 FJ1398* NAVD 88 ORTHO HEIGHT -   387.708 (meters)     1272.01  (feet) ADJUSTED
 FJ1398  ______________________________________________________________________
 FJ1398  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 FJ1398  DYNAMIC HEIGHT  -        387.335 (meters)     1270.78  (feet) COMP
 FJ1398  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 FJ1398
 FJ1398  VERT ORDER      -  FIRST     CLASS II
 FJ1398
 FJ1398.The horizontal coordinates were scaled from a map and have
 FJ1398.an estimated accuracy of +/- 6 seconds.
 FJ1398
 FJ1398.The orthometric height was determined by differential leveling and
 FJ1398.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1398.in August 1994.
 FJ1398
 FJ1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1398.GEOID18 height accuracy estimate available here.
 FJ1398
 FJ1398.Click photographs - Photos may exist for this station.
 FJ1398
 FJ1398.The dynamic height is computed by dividing the NAVD 88
 FJ1398.geopotential number by the normal gravity value computed on the
 FJ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1398.degrees latitude (g = 980.6199 gals.).
 FJ1398
 FJ1398.The modeled gravity was interpolated from observed gravity values.
 FJ1398
 FJ1398;                    North         East    Units  Estimated Accuracy
 FJ1398;SPC OK N     -    45,520.      645,970.      MT  (+/- 180 meters Scaled)
 FJ1398
 FJ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE367194(NAD 83)
 FJ1398
 FJ1398                          SUPERSEDED SURVEY CONTROL
 FJ1398
 FJ1398.No superseded survey control is available for this station.
 FJ1398
 FJ1398_MARKER: DV = VERTICAL CONTROL DISK
 FJ1398_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ1398_SP_SET: PIER
 FJ1398_STAMPING: J 216 1994
 FJ1398_MARK LOGO: NGS
 FJ1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1398+STABILITY: POSITION/ELEVATION WELL
 FJ1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1398+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1398
 FJ1398  HISTORY     - Date     Condition        Report By
 FJ1398  HISTORY     - 1994     MONUMENTED       NGS
 FJ1398
 FJ1398                          STATION DESCRIPTION
 FJ1398
 FJ1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1398'IN OKLAHOMA CITY, AT THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND
 FJ1398'SOUTHEAST 59TH STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST
 FJ1398'WESTERLY OF 6 CONCRETE COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH
 FJ1398'ABUTMENT OF THE HIGHWAY OVERPASS OF THE STREET, 16.0 M (52.5 FT) WEST
 FJ1398'OF THE HIGHWAY CENTER, 8.9 M (29.2 FT) NORTH OF THE CENTER OF THE
 FJ1398'WESTBOUND LANES OF THE STREET, AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF
 FJ1398'THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1098 ***********************************************************************
 EM1098  DESIGNATION -  J 217
 EM1098  PID         -  EM1098
 EM1098  STATE/COUNTY-  OK/STEPHENS
 EM1098  COUNTRY     -  US
 EM1098  USGS QUAD   -  NELLIE (2018)
 EM1098
 EM1098                         *CURRENT SURVEY CONTROL
 EM1098  ______________________________________________________________________
 EM1098* NAD 83(1986) POSITION- 34 35 38.30   (N) 098 04 18.60   (W)   HD_HELD1
 EM1098* NAVD 88 ORTHO HEIGHT -   350.891 (meters)     1151.21  (feet) ADJUSTED
 EM1098  ______________________________________________________________________
 EM1098  GEOID HEIGHT    -        -25.912 (meters)                     GEOID18
 EM1098  DYNAMIC HEIGHT  -        350.531 (meters)     1150.03  (feet) COMP
 EM1098  MODELED GRAVITY -    979,598.1   (mgal)                       NAVD 88
 EM1098
 EM1098  VERT ORDER      -  FIRST     CLASS II
 EM1098
 EM1098.The horizontal coordinates were determined by differentially corrected
 EM1098.hand held GPS observations or other comparable positioning techniques
 EM1098.and have an estimated accuracy of +/- 3 meters.
 EM1098
 EM1098.The orthometric height was determined by differential leveling and
 EM1098.adjusted by the NATIONAL GEODETIC SURVEY
 EM1098.in August 1994.
 EM1098
 EM1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1098.GEOID18 height accuracy estimate available here.
 EM1098
 EM1098.Click photographs - Photos may exist for this station.
 EM1098
 EM1098.The dynamic height is computed by dividing the NAVD 88
 EM1098.geopotential number by the normal gravity value computed on the
 EM1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM1098.degrees latitude (g = 980.6199 gals.).
 EM1098
 EM1098.The modeled gravity was interpolated from observed gravity values.
 EM1098
 EM1098;                    North         East    Units  Estimated Accuracy
 EM1098;SPC OK S     -   139,836.6     593,410.7     MT  (+/- 3 meters HH1 GPS) 
 EM1098
 EM1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8511428409(NAD 83)
 EM1098
 EM1098                          SUPERSEDED SURVEY CONTROL
 EM1098
 EM1098.No superseded survey control is available for this station.
 EM1098
 EM1098_MARKER: I = METAL ROD
 EM1098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1098_STAMPING: J 217 1994
 EM1098_MARK LOGO: NGS
 EM1098_PROJECTION: FLUSH
 EM1098_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1098+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EM1098_ROD/PIPE-DEPTH: 3.1 meters
 EM1098_SLEEVE-DEPTH  : 0.9 meters
 EM1098
 EM1098  HISTORY     - Date     Condition        Report By
 EM1098  HISTORY     - 1994     MONUMENTED       NGS
 EM1098
 EM1098                          STATION DESCRIPTION
 EM1098
 EM1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EM1098'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EM1098'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EM1098'HIGHWAY 81, THENCE 9.6 KM (5.95 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EM1098'26.3 M (86.3 FT) SOUTH OF THE HIGHWAY CENTERLINE (WILL BE THE
 EM1098'EASTBOUND LANES WHEN CONSTRUCTION IS COMPLETED), 7.4 M (24.3 FT) WEST
 EM1098'OF THE CENTER OF A PAVED ROAD, 6.5 M (21.3 FT) SOUTH OF A FENCE
 EM1098'CORNER, 2.8 M (9.2 FT) SOUTH OF THE CENTER OF A WATER VALVE COVER,
 EM1098'0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 EM1098'ABOVE THE LEVEL OF THE PAVED ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 EM1098'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 EM1098'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1371 ***********************************************************************
 FJ1371  DESIGNATION -  J 218
 FJ1371  PID         -  FJ1371
 FJ1371  STATE/COUNTY-  OK/OKLAHOMA
 FJ1371  COUNTRY     -  US
 FJ1371  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1371
 FJ1371                         *CURRENT SURVEY CONTROL
 FJ1371  ______________________________________________________________________
 FJ1371* NAD 83(2011) POSITION- 35 23 29.39319(N) 097 37 24.31207(W)   ADJUSTED
 FJ1371* NAD 83(2011) ELLIP HT-   363.711 (meters)        (06/27/12)   ADJUSTED
 FJ1371* NAD 83(2011) EPOCH   -  2010.00
 FJ1371* NAVD 88 ORTHO HEIGHT -   390.580 (meters)     1281.43  (feet) ADJUSTED
 FJ1371  ______________________________________________________________________
 FJ1371  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 FJ1371  NAD 83(2011) X  -   -690,594.747 (meters)                     COMP
 FJ1371  NAD 83(2011) Y  - -5,159,677.994 (meters)                     COMP
 FJ1371  NAD 83(2011) Z  -  3,673,571.567 (meters)                     COMP
 FJ1371  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 FJ1371  DYNAMIC HEIGHT  -        390.201 (meters)     1280.18  (feet) COMP
 FJ1371  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 FJ1371
 FJ1371  VERT ORDER      -  FIRST     CLASS II
 FJ1371
 FJ1371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1371  Standards:
 FJ1371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1371  -------------------------------------------------------------------
 FJ1371  NETWORK    1.40   2.10           0.63   0.50   1.07      0.03183651
 FJ1371  -------------------------------------------------------------------
 FJ1371  Click here for local accuracies and other accuracy information.
 FJ1371
 FJ1371.The horizontal coordinates were established by GPS observations
 FJ1371.and adjusted by the National Geodetic Survey in June 2012.
 FJ1371
 FJ1371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1371.been affixed to the stable North American tectonic plate. See 
 FJ1371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1371
 FJ1371.The horizontal coordinates are valid at the epoch date displayed above
 FJ1371.which is a decimal equivalence of Year/Month/Day.
 FJ1371
 FJ1371.The orthometric height was determined by differential leveling and
 FJ1371.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1371.in August 1994.
 FJ1371
 FJ1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1371.GEOID18 height accuracy estimate available here.
 FJ1371
 FJ1371.Click photographs - Photos may exist for this station.
 FJ1371
 FJ1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1371
 FJ1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1371
 FJ1371.The ellipsoidal height was determined by GPS observations
 FJ1371.and is referenced to NAD 83.
 FJ1371
 FJ1371.The dynamic height is computed by dividing the NAVD 88
 FJ1371.geopotential number by the normal gravity value computed on the
 FJ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1371.degrees latitude (g = 980.6199 gals.).
 FJ1371
 FJ1371.The modeled gravity was interpolated from observed gravity values.
 FJ1371
 FJ1371. The following values were computed from the NAD 83(2011) position.
 FJ1371
 FJ1371;                    North         East     Units Scale Factor Converg.
 FJ1371;SPC OK N     -    43,504.690   634,213.917   MT  1.00003641   +0 13 20.1
 FJ1371;SPC OK N     -   142,731.64  2,080,750.16   sFT  1.00003641   +0 13 20.1
 FJ1371;UTM  14      - 3,917,330.021   625,017.964   MT  0.99979261   +0 47 50.5
 FJ1371
 FJ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1371!SPC OK N     -   0.99994292  x   1.00003641  =   0.99997932
 FJ1371!UTM  14      -   0.99994292  x   0.99979261  =   0.99973554
 FJ1371
 FJ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2501717330(NAD 83)
 FJ1371
 FJ1371                          SUPERSEDED SURVEY CONTROL
 FJ1371
 FJ1371  NAD 83(2007)-  35 23 29.39321(N)    097 37 24.31264(W) AD(2002.00) 0
 FJ1371  ELLIP H (02/10/07)  363.724  (m)                       GP(2002.00)    
 FJ1371  ELLIP H (03/06/01)  363.728  (m)                       GP(       ) 4 1
 FJ1371  ELLIP H (08/21/98)  363.764  (m)                       GP(       ) 4 1
 FJ1371  NAD 83(1993)-  35 23 29.39281(N)    097 37 24.31277(W) AD(       ) A
 FJ1371  ELLIP H (05/12/95)  363.853  (m)                       GP(       ) 1 1
 FJ1371  NAVD 88             390.58   (m)         1281.4    (f) LEVELING    3  
 FJ1371
 FJ1371.Superseded values are not recommended for survey control.
 FJ1371
 FJ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1371.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1371
 FJ1371_MARKER: I = METAL ROD
 FJ1371_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1371_STAMPING: J 218 1994
 FJ1371_MARK LOGO: NGS
 FJ1371_PROJECTION: FLUSH
 FJ1371_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1371+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 FJ1371_ROD/PIPE-DEPTH: 3.1 meters
 FJ1371_SLEEVE-DEPTH  : 0.9 meters
 FJ1371
 FJ1371  HISTORY     - Date     Condition        Report By
 FJ1371  HISTORY     - 1994     MONUMENTED       NGS
 FJ1371  HISTORY     - 19950301 GOOD             NGS
 FJ1371  HISTORY     - 20061016 GOOD             AIRDAT
 FJ1371
 FJ1371                          STATION DESCRIPTION
 FJ1371
 FJ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1371'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1371'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 8.1 KM (5.05 MI) SOUTHERLY
 FJ1371'ALONG MACARTHUR BOULEVARD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 FJ1371'PAVED ROAD, 15.3 M (50.2 FT) SOUTH OF THE ROAD CENTERLINE, 0.5 M
 FJ1371'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE AND THE MOST EASTERLY OF 2
 FJ1371'BRACED FENCE POSTS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 FJ1371'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 FJ1371'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 FJ1371
 FJ1371                          STATION RECOVERY (1995)
 FJ1371
 FJ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAS)
 FJ1371'RECOVERED AS DESCRIBED
 FJ1371
 FJ1371                          STATION RECOVERY (2006)
 FJ1371
 FJ1371'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ1371'RECOVERED AS DESCRIBED. INSIDE WILL ROGERS AIRPORT PROPERTY, CLEARANCE
 FJ1371'IS REQUIRED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1269 ***********************************************************************
 FH1269  DESIGNATION -  J 219
 FH1269  PID         -  FH1269
 FH1269  STATE/COUNTY-  OK/TULSA
 FH1269  COUNTRY     -  US
 FH1269  USGS QUAD   -  LEONARD (2018)
 FH1269
 FH1269                         *CURRENT SURVEY CONTROL
 FH1269  ______________________________________________________________________
 FH1269* NAD 83(2011) POSITION- 35 54 56.93303(N) 095 52 08.40394(W)   ADJUSTED
 FH1269* NAD 83(2011) ELLIP HT-   153.046 (meters)        (01/04/23)   ADJUSTED
 FH1269* NAD 83(2011) EPOCH   -  2010.00
 FH1269* NAVD 88 ORTHO HEIGHT -   182.116 (meters)      597.49  (feet) ADJUSTED
 FH1269  ______________________________________________________________________
 FH1269  GEOID HEIGHT    -        -29.104 (meters)                     GEOID18
 FH1269  NAD 83(2011) X  -   -528,819.409 (meters)                     COMP
 FH1269  NAD 83(2011) Y  - -5,144,499.613 (meters)                     COMP
 FH1269  NAD 83(2011) Z  -  3,720,720.355 (meters)                     COMP
 FH1269  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 FH1269  DYNAMIC HEIGHT  -        181.952 (meters)      596.95  (feet) COMP
 FH1269  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 FH1269
 FH1269  VERT ORDER      -  FIRST     CLASS II
 FH1269
 FH1269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1269  Standards:
 FH1269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1269  -------------------------------------------------------------------
 FH1269  NETWORK    0.90   1.43           0.41   0.31   0.73      0.05842085
 FH1269  -------------------------------------------------------------------
 FH1269  Click here for local accuracies and other accuracy information.
 FH1269
 FH1269.The horizontal coordinates were established by GPS observations
 FH1269.and adjusted by the OK DEPT OF TRANSP in January 2023.
 FH1269
 FH1269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1269.been affixed to the stable North American tectonic plate. See 
 FH1269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1269
 FH1269.The horizontal coordinates are valid at the epoch date displayed above
 FH1269.which is a decimal equivalence of Year/Month/Day.
 FH1269
 FH1269.The orthometric height was determined by differential leveling and
 FH1269.adjusted by the NATIONAL GEODETIC SURVEY
 FH1269.in August 1994.
 FH1269
 FH1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1269.GEOID18 height accuracy estimate available here.
 FH1269
 FH1269.Click photographs - Photos may exist for this station.
 FH1269
 FH1269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1269
 FH1269.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1269
 FH1269.The ellipsoidal height was determined by GPS observations
 FH1269.and is referenced to NAD 83.
 FH1269
 FH1269.The dynamic height is computed by dividing the NAVD 88
 FH1269.geopotential number by the normal gravity value computed on the
 FH1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1269.degrees latitude (g = 980.6199 gals.).
 FH1269
 FH1269.The modeled gravity was interpolated from observed gravity values.
 FH1269
 FH1269. The following values were computed from the NAD 83(2011) position.
 FH1269
 FH1269;                    North         East     Units Scale Factor Converg.
 FH1269;SPC OK N     -   103,722.690   792,318.624   MT  0.99995500   +1 15 27.4
 FH1269;SPC OK N     -   340,296.86  2,599,465.35   sFT  0.99995500   +1 15 27.4
 FH1269;UTM  15      - 3,978,415.097   241,115.193   MT  1.00042593   -1 41 02.0
 FH1269
 FH1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1269!SPC OK N     -   0.99997598  x   0.99995500  =   0.99993098
 FH1269!UTM  15      -   0.99997598  x   1.00042593  =   1.00040190
 FH1269
 FH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4111578415(NAD 83)
 FH1269
 FH1269                          SUPERSEDED SURVEY CONTROL
 FH1269
 FH1269.No superseded survey control is available for this station.
 FH1269
 FH1269_MARKER: F = FLANGE-ENCASED ROD
 FH1269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1269_STAMPING: J 219 1994
 FH1269_MARK LOGO: NGS
 FH1269_PROJECTION: FLUSH
 FH1269_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1269+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FH1269_ROD/PIPE-DEPTH: 7.5 meters
 FH1269
 FH1269  HISTORY     - Date     Condition        Report By
 FH1269  HISTORY     - 1994     MONUMENTED       NGS
 FH1269  HISTORY     - 20100618 GOOD             AIRDAT
 FH1269  HISTORY     - 20221010 GOOD             OKDOT
 FH1269
 FH1269                          STATION DESCRIPTION
 FH1269
 FH1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1269'7.9 KM (4.90 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1269'IN LEONARD, 21.0 M (68.9 FT) WEST OF THE CENTERLINE OF SOUTH MINGO
 FH1269'ROAD, 16.3 M (53.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.7 M
 FH1269'(44.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING, 0.6 M
 FH1269'(2.0 FT) NORTHEAST OF A SIGN POLE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 FH1269'POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 FH1269'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1269
 FH1269                          STATION RECOVERY (2010)
 FH1269
 FH1269'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 FH1269'RECOVERED IN GOOD CONDITION.
 FH1269
 FH1269                          STATION RECOVERY (2022)
 FH1269
 FH1269'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH1269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1057 ***********************************************************************
 GH1057  DESIGNATION -  J 220
 GH1057  PID         -  GH1057
 GH1057  STATE/COUNTY-  OK/CREEK
 GH1057  COUNTRY     -  US
 GH1057  USGS QUAD   -  SAPULPA NORTH (2018)
 GH1057
 GH1057                         *CURRENT SURVEY CONTROL
 GH1057  ______________________________________________________________________
 GH1057* NAD 83(1986) POSITION- 36 00 53.08   (N) 096 05 53.63   (W)   HD_HELD1
 GH1057* NAVD 88 ORTHO HEIGHT -   216.181 (meters)      709.25  (feet) ADJUSTED
 GH1057  ______________________________________________________________________
 GH1057  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 GH1057  DYNAMIC HEIGHT  -        215.991 (meters)      708.63  (feet) COMP
 GH1057  MODELED GRAVITY -    979,750.4   (mgal)                       NAVD 88
 GH1057
 GH1057  VERT ORDER      -  FIRST     CLASS II
 GH1057
 GH1057.The horizontal coordinates were determined by differentially corrected
 GH1057.hand held GPS observations or other comparable positioning techniques
 GH1057.and have an estimated accuracy of +/- 3 meters.
 GH1057
 GH1057.The orthometric height was determined by differential leveling and
 GH1057.adjusted by the NATIONAL GEODETIC SURVEY
 GH1057.in August 1994.
 GH1057
 GH1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1057.GEOID18 height accuracy estimate available here.
 GH1057
 GH1057.Click photographs - Photos may exist for this station.
 GH1057
 GH1057.The dynamic height is computed by dividing the NAVD 88
 GH1057.geopotential number by the normal gravity value computed on the
 GH1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH1057.degrees latitude (g = 980.6199 gals.).
 GH1057
 GH1057.The modeled gravity was interpolated from observed gravity values.
 GH1057
 GH1057;                    North         East    Units  Estimated Accuracy
 GH1057;SPC OK N     -   114,267.5     771,418.9     MT  (+/- 3 meters HH1 GPS) 
 GH1057
 GH1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6151589479(NAD 83)
 GH1057
 GH1057                          SUPERSEDED SURVEY CONTROL
 GH1057
 GH1057.No superseded survey control is available for this station.
 GH1057
 GH1057_MARKER: I = METAL ROD
 GH1057_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH1057+WITH SETTING: INFORMATION.
 GH1057_STAMPING: J 220 1994
 GH1057_MARK LOGO: NGS
 GH1057_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1057+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2008
 GH1057
 GH1057  HISTORY     - Date     Condition        Report By
 GH1057  HISTORY     - 1994     MONUMENTED       NGS
 GH1057  HISTORY     - 20080920 GOOD             3001
 GH1057
 GH1057                          STATION DESCRIPTION
 GH1057
 GH1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GH1057'3.2 KM (2.00 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM THE
 GH1057'JUNCTION OF U.S. HIGHWAY 75 ALTERNATE AND STATE HIGHWAY 97 IN
 GH1057'SAPULPA, A METAL ROD DRIVEN 1.5 METERS AND FLUSH WITH THE GROUND,
 GH1057'18.7 M (61.4 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF
 GH1057'THE SOUTHBOUND LANES OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTH OF A
 GH1057'UTILITY POLE, 1.6 M (5.2 FT) NORTH OF THE NORTH POST OF A GATE, AND
 GH1057'0.4 M (1.3 FT) EAST OF A WITNESS POST AND CHAIN-LINK FENCE.
 GH1057'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 GH1057'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 GH1057
 GH1057                          STATION RECOVERY (2008)
 GH1057
 GH1057'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GH1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9205 ***********************************************************************
 AC9205  DESIGNATION -  J 221
 AC9205  PID         -  AC9205
 AC9205  STATE/COUNTY-  OK/GRANT
 AC9205  COUNTRY     -  US
 AC9205  USGS QUAD   -  NARDIN (2018)
 AC9205
 AC9205                         *CURRENT SURVEY CONTROL
 AC9205  ______________________________________________________________________
 AC9205* NAD 83(1986) POSITION- 36 45 10.98   (N) 097 28 48.82   (W)   HD_HELD1
 AC9205* NAVD 88 ORTHO HEIGHT -   335.257 (meters)     1099.92  (feet) ADJUSTED
 AC9205  ______________________________________________________________________
 AC9205  GEOID HEIGHT    -        -28.430 (meters)                     GEOID18
 AC9205  DYNAMIC HEIGHT  -        334.972 (meters)     1098.99  (feet) COMP
 AC9205  MODELED GRAVITY -    979,772.0   (mgal)                       NAVD 88
 AC9205
 AC9205  VERT ORDER      -  SECOND    CLASS I
 AC9205
 AC9205.The horizontal coordinates were determined by differentially corrected
 AC9205.hand held GPS observations or other comparable positioning techniques
 AC9205.and have an estimated accuracy of +/- 3 meters.
 AC9205
 AC9205.The orthometric height was determined by differential leveling and
 AC9205.adjusted by the NATIONAL GEODETIC SURVEY
 AC9205.in July 2002.
 AC9205
 AC9205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9205.GEOID18 height accuracy estimate available here.
 AC9205
 AC9205.Click photographs - Photos may exist for this station.
 AC9205
 AC9205.The dynamic height is computed by dividing the NAVD 88
 AC9205.geopotential number by the normal gravity value computed on the
 AC9205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9205.degrees latitude (g = 980.6199 gals.).
 AC9205
 AC9205.The modeled gravity was interpolated from observed gravity values.
 AC9205
 AC9205;                    North         East    Units  Estimated Accuracy
 AC9205;SPC OK N     -   194,636.4     646,414.7     MT  (+/- 3 meters HH1 GPS) 
 AC9205
 AC9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3566368554(NAD 83)
 AC9205
 AC9205                          SUPERSEDED SURVEY CONTROL
 AC9205
 AC9205.No superseded survey control is available for this station.
 AC9205
 AC9205_MARKER: I = METAL ROD
 AC9205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9205_STAMPING: J 221 1997
 AC9205_MARK LOGO: NGS
 AC9205_PROJECTION: FLUSH
 AC9205_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9205+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9205_ROD/PIPE-DEPTH: 4.6 meters
 AC9205_SLEEVE-DEPTH  : 0.9 meters
 AC9205
 AC9205  HISTORY     - Date     Condition        Report By
 AC9205  HISTORY     - 1997     MONUMENTED       NGS
 AC9205
 AC9205                          STATION DESCRIPTION
 AC9205
 AC9205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9205'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9205'IN LAMONT, THENCE 6.4 KM (3.95 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AC9205'16.9 M (55.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 9.7 M (31.8
 AC9205'FT) EAST OF THE ROAD CENTER, 5.5 M (18.0 FT) NORTH OF A FENCE CORNER,
 AC9205'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT)
 AC9205'ABOVE THE LEVEL OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9205'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9205'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0315 ***********************************************************************
 GL0315  DESIGNATION -  J 23
 GL0315  PID         -  GL0315
 GL0315  STATE/COUNTY-  OK/CIMARRON
 GL0315  COUNTRY     -  US
 GL0315  USGS QUAD   -  BOISE CITY (2018)
 GL0315
 GL0315                         *CURRENT SURVEY CONTROL
 GL0315  ______________________________________________________________________
 GL0315* NAD 83(1986) POSITION- 36 43 07.     (N) 102 31 04.     (W)   SCALED
 GL0315* NAVD 88 ORTHO HEIGHT -  1270.062 (meters)     4166.86  (feet) ADJUSTED
 GL0315  ______________________________________________________________________
 GL0315  GEOID HEIGHT    -        -23.752 (meters)                     GEOID18
 GL0315  DYNAMIC HEIGHT  -       1268.668 (meters)     4162.29  (feet) COMP
 GL0315  MODELED GRAVITY -    979,490.3   (mgal)                       NAVD 88
 GL0315
 GL0315  VERT ORDER      -  FIRST     CLASS II
 GL0315
 GL0315.The horizontal coordinates were scaled from a map and have
 GL0315.an estimated accuracy of +/- 6 seconds.
 GL0315
 GL0315.The orthometric height was determined by differential leveling and
 GL0315.adjusted by the NATIONAL GEODETIC SURVEY
 GL0315.in June 1991.
 GL0315
 GL0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0315.GEOID18 height accuracy estimate available here.
 GL0315
 GL0315.Click photographs - Photos may exist for this station.
 GL0315
 GL0315.The dynamic height is computed by dividing the NAVD 88
 GL0315.geopotential number by the normal gravity value computed on the
 GL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0315.degrees latitude (g = 980.6199 gals.).
 GL0315
 GL0315.The modeled gravity was interpolated from observed gravity values.
 GL0315
 GL0315;                    North         East    Units  Estimated Accuracy
 GL0315;SPC OK N     -   200,080.      196,540.      MT  (+/- 180 meters Scaled)
 GL0315
 GL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA216665(NAD 83)
 GL0315
 GL0315                          SUPERSEDED SURVEY CONTROL
 GL0315
 GL0315.No superseded survey control is available for this station.
 GL0315
 GL0315_MARKER: DB = BENCH MARK DISK
 GL0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0315_STAMPING: J 23 1933
 GL0315_MARK LOGO: CGS
 GL0315_PROJECTION: RECESSED 107 CENTIMETERS
 GL0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0315+STABILITY: SURFACE MOTION
 GL0315
 GL0315  HISTORY     - Date     Condition        Report By
 GL0315  HISTORY     - 1933     MONUMENTED       CGS
 GL0315  HISTORY     - 1941     MARK NOT FOUND   CGS
 GL0315  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0315  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0315
 GL0315                          STATION DESCRIPTION
 GL0315
 GL0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0315'1.0 MI SW FROM BOISE CITY.
 GL0315'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED SOUTH
 GL0315'ON STATE HIGHWAY NO. 78, GO 0.7 MILE TO TURN IN HIGHWAY.  THENCE, TURN
 GL0315'RIGHT (WEST), GO 0.3 MILE TO CROSS ROAD AND SITE OF BENCH MARK. BENCH
 GL0315'MARK IS AT THE INTERSECTION OF THE ROAD LEADING SOUTH TO THE RAILROAD
 GL0315'TRACK COAL BUNKERS.  41.0 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH
 GL0315'ROAD.  36.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. 5.0 FEET
 GL0315'SOUTHWEST OF THE CORNER FENCE POST.  4.0 FEET WEST OF NORTH-SOUTH
 GL0315'FENCE.  4.0 FEET SOUTH OF EAST-WEST FENCE, AND 3.5 FEET BELOW THE
 GL0315'SURFACE OF THE GROUND.  A STANDARD DISK SET IN CONCRETE POST.
 GL0315
 GL0315                          STATION RECOVERY (1966)
 GL0315
 GL0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0315'MARK NOT FOUND.
 GL0315
 GL0315                          STATION RECOVERY (1985)
 GL0315
 GL0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0315'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0286 ***********************************************************************
 FK0286  DESIGNATION -  J 25
 FK0286  PID         -  FK0286
 FK0286  STATE/COUNTY-  OK/CUSTER
 FK0286  COUNTRY     -  US
 FK0286  USGS QUAD   -  LEEDEY (2018)
 FK0286
 FK0286                         *CURRENT SURVEY CONTROL
 FK0286  ______________________________________________________________________
 FK0286* NAD 83(1986) POSITION- 35 46 08.     (N) 099 21 04.     (W)   SCALED
 FK0286* NAVD 88 ORTHO HEIGHT -   550.787 (meters)     1807.04  (feet) ADJUSTED
 FK0286  ______________________________________________________________________
 FK0286  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 FK0286  DYNAMIC HEIGHT  -        550.221 (meters)     1805.18  (feet) COMP
 FK0286  MODELED GRAVITY -    979,587.9   (mgal)                       NAVD 88
 FK0286
 FK0286  VERT ORDER      -  SECOND    CLASS 0
 FK0286
 FK0286.The horizontal coordinates were scaled from a map and have
 FK0286.an estimated accuracy of +/- 6 seconds.
 FK0286
 FK0286.The orthometric height was determined by differential leveling and
 FK0286.adjusted by the NATIONAL GEODETIC SURVEY
 FK0286.in June 1991.
 FK0286
 FK0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0286.GEOID18 height accuracy estimate available here.
 FK0286
 FK0286.Click photographs - Photos may exist for this station.
 FK0286
 FK0286.The dynamic height is computed by dividing the NAVD 88
 FK0286.geopotential number by the normal gravity value computed on the
 FK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0286.degrees latitude (g = 980.6199 gals.).
 FK0286
 FK0286.The modeled gravity was interpolated from observed gravity values.
 FK0286
 FK0286;                    North         East    Units  Estimated Accuracy
 FK0286;SPC OK N     -    86,160.      477,830.      MT  (+/- 180 meters Scaled)
 FK0286
 FK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME682583(NAD 83)
 FK0286
 FK0286                          SUPERSEDED SURVEY CONTROL
 FK0286
 FK0286  NGVD 29 (??/??/92)  550.521  (m)         1806.17   (f) ADJ UNCH    2 0
 FK0286
 FK0286.Superseded values are not recommended for survey control.
 FK0286
 FK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0286.See file dsdata.pdf to determine how the superseded data were derived.
 FK0286
 FK0286_MARKER: DB = BENCH MARK DISK
 FK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0286_STAMPING: J 25 1934
 FK0286_MARK LOGO: CGS
 FK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0286+STABILITY: SURFACE MOTION
 FK0286
 FK0286  HISTORY     - Date     Condition        Report By
 FK0286  HISTORY     - 1934     MONUMENTED       CGS
 FK0286  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0286
 FK0286                          STATION DESCRIPTION
 FK0286
 FK0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0286'2.2 MI N FROM MOOREWOOD.
 FK0286'2.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0286'THE STATION AT MOOREWOOD, CUSTER COUNTY, 0.4 MILE NORTH OF
 FK0286'MILEPOST 164, AT A SECTION-LINE ROAD CROSSING, 48 FEET EAST
 FK0286'OF THE EAST RAIL, AND 27 FEET SOUTH OF THE CENTERLINE OF THE
 FK0286'ROAD.  A STANDARD DISK, STAMPED J 25 1934 AND SET IN THE TOP
 FK0286'OF A CONCRETE POST.
 FK0286
 FK0286                          STATION RECOVERY (1986)
 FK0286
 FK0286'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0366 ***********************************************************************
 FK0366  DESIGNATION -  J 26
 FK0366  PID         -  FK0366
 FK0366  STATE/COUNTY-  OK/BECKHAM
 FK0366  COUNTRY     -  US
 FK0366  USGS QUAD   -  HOCKER (2018)
 FK0366
 FK0366                         *CURRENT SURVEY CONTROL
 FK0366  ______________________________________________________________________
 FK0366* NAD 83(1986) POSITION- 35 15 02.     (N) 099 29 44.     (W)   SCALED
 FK0366* NAVD 88 ORTHO HEIGHT -   569.035 (meters)     1866.91  (feet) ADJUSTED
 FK0366  ______________________________________________________________________
 FK0366  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 FK0366  DYNAMIC HEIGHT  -        568.441 (meters)     1864.96  (feet) COMP
 FK0366  MODELED GRAVITY -    979,573.3   (mgal)                       NAVD 88
 FK0366
 FK0366  VERT ORDER      -  SECOND    CLASS 0
 FK0366
 FK0366.The horizontal coordinates were scaled from a map and have
 FK0366.an estimated accuracy of +/- 6 seconds.
 FK0366
 FK0366.The orthometric height was determined by differential leveling and
 FK0366.adjusted by the NATIONAL GEODETIC SURVEY
 FK0366.in June 1991.
 FK0366
 FK0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0366.GEOID18 height accuracy estimate available here.
 FK0366
 FK0366.Click photographs - Photos may exist for this station.
 FK0366
 FK0366.The dynamic height is computed by dividing the NAVD 88
 FK0366.geopotential number by the normal gravity value computed on the
 FK0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0366.degrees latitude (g = 980.6199 gals.).
 FK0366
 FK0366.The modeled gravity was interpolated from observed gravity values.
 FK0366
 FK0366;                    North         East    Units  Estimated Accuracy
 FK0366;SPC OK S     -   213,680.      463,900.      MT  (+/- 180 meters Scaled)
 FK0366
 FK0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME549009(NAD 83)
 FK0366
 FK0366                          SUPERSEDED SURVEY CONTROL
 FK0366
 FK0366  NGVD 29 (??/??/92)  568.792  (m)         1866.11   (f) ADJ UNCH    2 0
 FK0366
 FK0366.Superseded values are not recommended for survey control.
 FK0366
 FK0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0366.See file dsdata.pdf to determine how the superseded data were derived.
 FK0366
 FK0366_MARKER: DB = BENCH MARK DISK
 FK0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0366_STAMPING: J 26 1934
 FK0366_MARK LOGO: CGS
 FK0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0366+STABILITY: SURFACE MOTION
 FK0366
 FK0366  HISTORY     - Date     Condition        Report By
 FK0366  HISTORY     - 1934     MONUMENTED       CGS
 FK0366  HISTORY     - 20230105 MARK NOT FOUND   SURVSO
 FK0366
 FK0366                          STATION DESCRIPTION
 FK0366
 FK0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0366'2.3 MI NE FROM CARTER.
 FK0366'2.3 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0366'FROM THE STATION AT CARTER, BECKHAM COUNTY, 0.2 MILE NORTH OF
 FK0366'MILEPOST 122, 0.1 MILE NORTH OF THE CROSSING OF A SECTION-LINE
 FK0366'ROAD, 53 FEET WEST OF THE WEST RAIL, AND ON THE WEST SIDE OF A
 FK0366'PROPERTY FENCE LINE.  A STANDARD DISK, STAMPED J 26 1934 AND SET
 FK0366'IN THE TOP OF A CONCRETE POST.
 FK0366
 FK0366                          STATION RECOVERY (2023)
 FK0366
 FK0366'RECOVERY NOTE BY SURVEY SOLUTIONS INC 2023 (RT)
 FK0366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0261 ***********************************************************************
 EM0261  DESIGNATION -  J 27
 EM0261  PID         -  EM0261
 EM0261  STATE/COUNTY-  OK/JACKSON
 EM0261  COUNTRY     -  US
 EM0261  USGS QUAD   -  ALTUS (2018)
 EM0261
 EM0261                         *CURRENT SURVEY CONTROL
 EM0261  ______________________________________________________________________
 EM0261* NAD 83(1986) POSITION- 34 40 26.     (N) 099 21 03.     (W)   SCALED
 EM0261* NAVD 88 ORTHO HEIGHT -   424.506 (meters)     1392.73  (feet) ADJUSTED
 EM0261  ______________________________________________________________________
 EM0261  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 EM0261  DYNAMIC HEIGHT  -        424.055 (meters)     1391.25  (feet) COMP
 EM0261  MODELED GRAVITY -    979,559.2   (mgal)                       NAVD 88
 EM0261
 EM0261  VERT ORDER      -  SECOND    CLASS 0
 EM0261
 EM0261.The horizontal coordinates were scaled from a map and have
 EM0261.an estimated accuracy of +/- 6 seconds.
 EM0261
 EM0261.The orthometric height was determined by differential leveling and
 EM0261.adjusted by the NATIONAL GEODETIC SURVEY
 EM0261.in June 1991.
 EM0261
 EM0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0261.GEOID18 height accuracy estimate available here.
 EM0261
 EM0261.Click photographs - Photos may exist for this station.
 EM0261
 EM0261.The dynamic height is computed by dividing the NAVD 88
 EM0261.geopotential number by the normal gravity value computed on the
 EM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0261.degrees latitude (g = 980.6199 gals.).
 EM0261
 EM0261.The modeled gravity was interpolated from observed gravity values.
 EM0261
 EM0261;                    North         East    Units  Estimated Accuracy
 EM0261;SPC OK S     -   149,530.      476,210.      MT  (+/- 180 meters Scaled)
 EM0261
 EM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD678369(NAD 83)
 EM0261
 EM0261                          SUPERSEDED SURVEY CONTROL
 EM0261
 EM0261  NGVD 29 (??/??/92)  424.315  (m)         1392.11   (f) ADJ UNCH    2 0
 EM0261
 EM0261.Superseded values are not recommended for survey control.
 EM0261
 EM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0261.See file dsdata.pdf to determine how the superseded data were derived.
 EM0261
 EM0261_MARKER: DB = BENCH MARK DISK
 EM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0261_STAMPING: 25 E 1 TT 1936 J 27 1934
 EM0261_MARK LOGO: CGS
 EM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0261+STABILITY: SURFACE MOTION
 EM0261
 EM0261  HISTORY     - Date     Condition        Report By
 EM0261  HISTORY     - 1934     MONUMENTED       CGS
 EM0261  HISTORY     - 1962     GOOD             USGS
 EM0261  HISTORY     - 1963     GOOD             CGS
 EM0261
 EM0261                          STATION DESCRIPTION
 EM0261
 EM0261'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0261'3.5 MI NW FROM ALTUS.
 EM0261'ALTUS, 2.5 MILES NORTH AND 1.0 MILE WEST OF.  T. 2 N., RGS. 20 AND 21
 EM0261'W., NEAR 1/4 COR. BETWEEN SECS.1 AND 6.  96 FT. SOUTH AND 113 FT. EAST
 EM0261'OF INTERSECTION OF NORTH-SOUTH SECTION LINE ROAD AND R.R. TRACKS. 49
 EM0261'FT. NORTHEAST (NORMAL) CL. R.R. TRACKS.  9 FT. NORTH OF TELEGRAPH
 EM0261'POLE.  IN CONCRETE POST PROJECTING 2.0 FEET.  STANDARD TABLET STAMPED
 EM0261'25 E 1 TT 1936 J 27 1934 PAINTED BM.
 EM0261
 EM0261                          STATION RECOVERY (1963)
 EM0261
 EM0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0151 ***********************************************************************
 FK0151  DESIGNATION -  J 28
 FK0151  PID         -  FK0151
 FK0151  STATE/COUNTY-  OK/WASHITA
 FK0151  COUNTRY     -  US
 FK0151  USGS QUAD   -  CORDELL (2018)
 FK0151
 FK0151                         *CURRENT SURVEY CONTROL
 FK0151  ______________________________________________________________________
 FK0151* NAD 83(1993) POSITION- 35 18 21.27092(N) 098 59 48.94497(W)   ADJUSTED
 FK0151* NAD 83(1993) ELLIP HT-   452.070 (meters)        (11/28/94)   ADJUSTED
 FK0151* NAVD 88 ORTHO HEIGHT -   479.002 (meters)     1571.53  (feet) ADJUSTED
 FK0151  ______________________________________________________________________
 FK0151  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 FK0151  NAD 83(1993) X  -   -814,944.068 (meters)                     COMP
 FK0151  NAD 83(1993) Y  - -5,147,139.783 (meters)                     COMP
 FK0151  NAD 83(1993) Z  -  3,665,876.899 (meters)                     COMP
 FK0151  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 FK0151  DYNAMIC HEIGHT  -        478.516 (meters)     1569.93  (feet) COMP
 FK0151  MODELED GRAVITY -    979,605.2   (mgal)                       NAVD 88
 FK0151
 FK0151  HORZ ORDER      -  SECOND
 FK0151  VERT ORDER      -  SECOND    CLASS 0
 FK0151  ELLP ORDER      -  FIFTH     CLASS I
 FK0151
 FK0151.The horizontal coordinates were established by GPS observations
 FK0151.and adjusted by the National Geodetic Survey in November 1994.
 FK0151
 FK0151.The orthometric height was determined by differential leveling and
 FK0151.adjusted by the NATIONAL GEODETIC SURVEY
 FK0151.in June 1991.
 FK0151
 FK0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0151.GEOID18 height accuracy estimate available here.
 FK0151
 FK0151.Click photographs - Photos may exist for this station.
 FK0151
 FK0151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0151
 FK0151.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0151
 FK0151.The ellipsoidal height was determined by GPS observations
 FK0151.and is referenced to NAD 83.
 FK0151
 FK0151.The dynamic height is computed by dividing the NAVD 88
 FK0151.geopotential number by the normal gravity value computed on the
 FK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0151.degrees latitude (g = 980.6199 gals.).
 FK0151
 FK0151.The modeled gravity was interpolated from observed gravity values.
 FK0151
 FK0151. The following values were computed from the NAD 83(1993) position.
 FK0151
 FK0151;                    North         East     Units Scale Factor Converg.
 FK0151;SPC OK S     -   219,261.011   509,332.261   MT  1.00001515   -0 33 57.1
 FK0151;SPC OK S     -   719,358.83  1,671,034.26   sFT  1.00001515   -0 33 57.1
 FK0151;UTM  14      - 3,906,968.026   500,279.173   MT  0.99960000   +0 00 06.4
 FK0151
 FK0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0151!SPC OK S     -   0.99992905  x   1.00001515  =   0.99994420
 FK0151!UTM  14      -   0.99992905  x   0.99960000  =   0.99952908
 FK0151
 FK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0027906968(NAD 83)
 FK0151
 FK0151                          SUPERSEDED SURVEY CONTROL
 FK0151
 FK0151  NAD 83(1986)-  35 18 21.27680(N)    098 59 48.93400(W) AD(       ) 2
 FK0151  NGVD 29 (??/??/92)  478.790  (m)         1570.83   (f) ADJ UNCH    2 0
 FK0151  NGVD 29 (11/30/89)  479.     (m)  RAPSU86  model used  GPS OBS        
 FK0151
 FK0151.Superseded values are not recommended for survey control.
 FK0151
 FK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0151.See file dsdata.pdf to determine how the superseded data were derived.
 FK0151
 FK0151_MARKER: DB = BENCH MARK DISK
 FK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0151_STAMPING: J 28 1934
 FK0151_MARK LOGO: CGS
 FK0151_PROJECTION: PROJECTING 20 CENTIMETERS
 FK0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0151+STABILITY: SURFACE MOTION
 FK0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0151+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 FK0151
 FK0151  HISTORY     - Date     Condition        Report By
 FK0151  HISTORY     - 1934     MONUMENTED       CGS
 FK0151  HISTORY     - 1937     GOOD             CGS
 FK0151  HISTORY     - 19890301 GOOD             NGS
 FK0151  HISTORY     - 19970409 GOOD             OKDOT
 FK0151  HISTORY     - 20120716 GOOD             GRWAS
 FK0151  HISTORY     - 20180711 GOOD             OKDOT
 FK0151
 FK0151                          STATION DESCRIPTION
 FK0151
 FK0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0151'1.1 MI N FROM CORDELL.
 FK0151'1.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0151'THE STATION AT CORDELL, 0.2 MILE EAST OF A FARMHOUSE, AT A
 FK0151'CROSSING, 30 FEET EAST OF THE TRACK, 20 FEET NORTH OF THE
 FK0151'CENTERLINE OF THE ROAD, AND ON THE RAILROAD RIGHT-OF-WAY.  A
 FK0151'STANDARD DISK, STAMPED J 28 1934 AND SET IN THE TOP OF A CONCRETE
 FK0151'POST.
 FK0151
 FK0151                          STATION RECOVERY (1989)
 FK0151
 FK0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0151'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0151'FOLLOWS.
 FK0151'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTH OF CLINTON, 12.2
 FK0151'KM (7.60 MI) EAST-NORTHEAST OF DILL CITY, AND 1.6 KM (1.00 MI) NORTH
 FK0151'OF CORDELL.  OWNERSHIP--CITY OF CORDELL.
 FK0151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 FK0151'HIGHWAY 152 IN CORDELL, GO NORTH ON HIGHWAY 183 FOR 1.6 KM (1.00 MI)
 FK0151'TO A CROSS STREET.  TURN LEFT AND GO WEST ON EAST 14TH STREET FOR 0.9
 FK0151'KM (0.55 MI) TO THE STATION ON THE RIGHT, JUST BEFORE CROSSING THE
 FK0151'BURILINGTON NORTHERN RAILROAD.
 FK0151'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 FK0151'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 12.8 M
 FK0151'(42.0 FT) EAST OF THE NEAR RAIL, 10.2 M (33.5 FT) NORTH OF THE CENTER
 FK0151'OF THE STREET, 9.2 M (30.2 FT) NORTHEAST OF A RAILROAD CROSSING
 FK0151'SIGNPOST, AND 0.4 M (1.3 FT) NORTH OF A METAL WITNESS POST.
 FK0151'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FK0151
 FK0151                          STATION RECOVERY (1997)
 FK0151
 FK0151'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (LDR)
 FK0151'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS 1.0 FOOT (0.3 M) SOUTH
 FK0151'OF A STEEL WITNESS POST.
 FK0151
 FK0151                          STATION RECOVERY (2012)
 FK0151
 FK0151'RECOVERY NOTE BY GRW AERIAL SURVEY 2012 (CS)
 FK0151'RECOVERED AS DESCRIBED.
 FK0151
 FK0151                          STATION RECOVERY (2018)
 FK0151
 FK0151'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FK0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0213 ***********************************************************************
 EM0213  DESIGNATION -  J 29
 EM0213  PID         -  EM0213
 EM0213  STATE/COUNTY-  OK/KIOWA
 EM0213  COUNTRY     -  US
 EM0213  USGS QUAD   -  ROOSEVELT (2018)
 EM0213
 EM0213                         *CURRENT SURVEY CONTROL
 EM0213  ______________________________________________________________________
 EM0213* NAD 83(1986) POSITION- 34 52 13.     (N) 099 01 48.     (W)   SCALED
 EM0213* NAVD 88 ORTHO HEIGHT -   449.211 (meters)     1473.79  (feet) ADJUSTED
 EM0213  ______________________________________________________________________
 EM0213  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 EM0213  DYNAMIC HEIGHT  -        448.769 (meters)     1472.34  (feet) COMP
 EM0213  MODELED GRAVITY -    979,636.8   (mgal)                       NAVD 88
 EM0213
 EM0213  VERT ORDER      -  SECOND    CLASS 0
 EM0213
 EM0213.The horizontal coordinates were scaled from a map and have
 EM0213.an estimated accuracy of +/- 6 seconds.
 EM0213
 EM0213.The orthometric height was determined by differential leveling and
 EM0213.adjusted by the NATIONAL GEODETIC SURVEY
 EM0213.in June 1991.
 EM0213
 EM0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0213.GEOID18 height accuracy estimate available here.
 EM0213
 EM0213.Click photographs - Photos may exist for this station.
 EM0213
 EM0213.The dynamic height is computed by dividing the NAVD 88
 EM0213.geopotential number by the normal gravity value computed on the
 EM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0213.degrees latitude (g = 980.6199 gals.).
 EM0213
 EM0213.The modeled gravity was interpolated from observed gravity values.
 EM0213
 EM0213;                    North         East    Units  Estimated Accuracy
 EM0213;SPC OK S     -   170,970.      505,830.      MT  (+/- 180 meters Scaled)
 EM0213
 EM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD972586(NAD 83)
 EM0213
 EM0213                          SUPERSEDED SURVEY CONTROL
 EM0213
 EM0213  NGVD 29 (??/??/92)  449.056  (m)         1473.28   (f) ADJ UNCH    2 0
 EM0213
 EM0213.Superseded values are not recommended for survey control.
 EM0213
 EM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0213.See file dsdata.pdf to determine how the superseded data were derived.
 EM0213
 EM0213_MARKER: DB = BENCH MARK DISK
 EM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0213_STAMPING: 25 D 26 J 29 1934
 EM0213_MARK LOGO: CGS
 EM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0213+STABILITY: SURFACE MOTION
 EM0213
 EM0213  HISTORY     - Date     Condition        Report By
 EM0213  HISTORY     - 1934     MONUMENTED       CGS
 EM0213  HISTORY     - 1963     GOOD             CGS
 EM0213
 EM0213                          STATION DESCRIPTION
 EM0213
 EM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0213'11.4 MI S FROM ROOSEVELT.
 EM0213'THE MARK IS ABOUT 11.4 MILES SOUTH ALONG THE SAN FRANCISCO,-ST. LOUIS
 EM0213'RAILWAY FROM THE STATION AT HOBART AND 1.9 MILES NORTH FROM THE
 EM0213'STATION AT ROOSEVELT, IN THE SOUTHWEST ANGLE OF A CROSS ROAD
 EM0213'INTERSECTION, 57.5 FEET WEST OF THE CENTER LINE OF US HIGHWAY 183,
 EM0213'33.0 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 42.5 FEET EAST OF THE
 EM0213'EAST RAIL OF RAILROAD AND 17.0 FEET EAST OF THE FIRST POLE NORTH OF
 EM0213'MILE POST 728.  A STANDARD DISK, STAMPED 25 D 26 J 29 1934, SET IN THE
 EM0213'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0195 ***********************************************************************
 EM0195  DESIGNATION -  J 30 RESET
 EM0195  PID         -  EM0195
 EM0195  STATE/COUNTY-  OK/KIOWA
 EM0195  COUNTRY     -  US
 EM0195  USGS QUAD   -  LAKE ALTUS (2018)
 EM0195
 EM0195                         *CURRENT SURVEY CONTROL
 EM0195  ______________________________________________________________________
 EM0195* NAD 83(1986) POSITION- 34 58 24.     (N) 099 20 01.     (W)   SCALED
 EM0195* NAVD 88 ORTHO HEIGHT -   477.45  (+/-2cm)     1566.4   (feet) VERTCON3
 EM0195  ______________________________________________________________________
 EM0195  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 EM0195  VERT ORDER      -  THIRD (See Below)
 EM0195
 EM0195.The horizontal coordinates were scaled from a map and have
 EM0195.an estimated accuracy of +/- 6 seconds.
 EM0195
 EM0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0195
 EM0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0195.GEOID18 height accuracy estimate available here.
 EM0195
 EM0195.The vertical order pertains to the NGVD 29 superseded value.
 EM0195
 EM0195.Click photographs - Photos may exist for this station.
 EM0195
 EM0195;                    North         East    Units  Estimated Accuracy
 EM0195;SPC OK S     -   182,720.      478,230.      MT  (+/- 180 meters Scaled)
 EM0195
 EM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD695701(NAD 83)
 EM0195
 EM0195                          SUPERSEDED SURVEY CONTROL
 EM0195
 EM0195  NGVD 29 (??/??/??)  477.29   (m)         1565.9    (f) RESET       3  
 EM0195
 EM0195.Superseded values are not recommended for survey control.
 EM0195
 EM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0195.See file dsdata.pdf to determine how the superseded data were derived.
 EM0195
 EM0195_MARKER: DB = BENCH MARK DISK
 EM0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0195_SP_SET: BRIDGE
 EM0195_STAMPING: J 30 1934 RESET 1945
 EM0195_MARK LOGO: CGS
 EM0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0195
 EM0195  HISTORY     - Date     Condition        Report By
 EM0195  HISTORY     - 1945     MONUMENTED       CGS
 EM0195  HISTORY     - 1963     GOOD             CGS
 EM0195
 EM0195                          STATION DESCRIPTION
 EM0195
 EM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0195'4.8 MI W FROM LONE WOLF.
 EM0195'4.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EM0195'FROM LONE WOLF, KIOWA COUNTY, AT THE RAILROAD BRIDGE OVER THE NORTH
 EM0195'FORK OF RED RIVER AND LAKE ALTUS. AND IN THE SOUTH END OF THE EAST
 EM0195'CONCRETE PIER.  A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 EM0195'DISK, STAMPED J 30 1934 RESET 1945.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0141 ***********************************************************************
 FK0141  DESIGNATION -  J 31
 FK0141  PID         -  FK0141
 FK0141  STATE/COUNTY-  OK/CADDO
 FK0141  COUNTRY     -  US
 FK0141  USGS QUAD   -  CARNEGIE (2018)
 FK0141
 FK0141                         *CURRENT SURVEY CONTROL
 FK0141  ______________________________________________________________________
 FK0141* NAD 83(1986) POSITION- 35 06 17.     (N) 098 36 10.     (W)   SCALED
 FK0141* NAVD 88 ORTHO HEIGHT -   398.928 (meters)     1308.82  (feet) ADJUSTED
 FK0141  ______________________________________________________________________
 FK0141  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 FK0141  DYNAMIC HEIGHT  -        398.519 (meters)     1307.47  (feet) COMP
 FK0141  MODELED GRAVITY -    979,597.4   (mgal)                       NAVD 88
 FK0141
 FK0141  VERT ORDER      -  SECOND    CLASS 0
 FK0141
 FK0141.The horizontal coordinates were scaled from a map and have
 FK0141.an estimated accuracy of +/- 6 seconds.
 FK0141
 FK0141.The orthometric height was determined by differential leveling and
 FK0141.adjusted by the NATIONAL GEODETIC SURVEY
 FK0141.in June 1991.
 FK0141
 FK0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0141.GEOID18 height accuracy estimate available here.
 FK0141
 FK0141.Click photographs - Photos may exist for this station.
 FK0141
 FK0141.The dynamic height is computed by dividing the NAVD 88
 FK0141.geopotential number by the normal gravity value computed on the
 FK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0141.degrees latitude (g = 980.6199 gals.).
 FK0141
 FK0141.The modeled gravity was interpolated from observed gravity values.
 FK0141
 FK0141;                    North         East    Units  Estimated Accuracy
 FK0141;SPC OK S     -   196,660.      545,050.      MT  (+/- 180 meters Scaled)
 FK0141
 FK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND362847(NAD 83)
 FK0141
 FK0141                          SUPERSEDED SURVEY CONTROL
 FK0141
 FK0141  NGVD 29 (??/??/92)  398.774  (m)         1308.31   (f) ADJ UNCH    2 0
 FK0141
 FK0141.Superseded values are not recommended for survey control.
 FK0141
 FK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0141.See file dsdata.pdf to determine how the superseded data were derived.
 FK0141
 FK0141_MARKER: DB = BENCH MARK DISK
 FK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0141_STAMPING: J 31 1934
 FK0141_MARK LOGO: CGS
 FK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0141+STABILITY: SURFACE MOTION
 FK0141
 FK0141  HISTORY     - Date     Condition        Report By
 FK0141  HISTORY     - 1934     MONUMENTED       CGS
 FK0141  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0141
 FK0141                          STATION DESCRIPTION
 FK0141
 FK0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0141'AT CARNEGIE.
 FK0141'AT CARNEGIE, CADDO COUNTY, SOUTHEAST ACROSS THE TRACK FROM THE
 FK0141'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AND IN THE
 FK0141'CENTER OF THE PUBLIC PARK.  A STANDARD DISK, STAMPED J 31 1934
 FK0141'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT HAS BEEN
 FK0141'REPORTED A DRAINAGE DITCH HAS BEEN DUG IN THE AREA WHERE THE
 FK0141'MARK WAS SET.  THE MONUMENT IS PROBABLY STILL THERE, BUT COVERED
 FK0141'WITH ABOUT 3 FEET OF DIRT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0245 ***********************************************************************
 GJ0245  DESIGNATION -  J 33
 GJ0245  PID         -  GJ0245
 GJ0245  STATE/COUNTY-  OK/WOODWARD
 GJ0245  COUNTRY     -  US
 GJ0245  USGS QUAD   -  VICI (2018)
 GJ0245
 GJ0245                         *CURRENT SURVEY CONTROL
 GJ0245  ______________________________________________________________________
 GJ0245* NAD 83(1986) POSITION- 36 14 49.     (N) 099 19 56.     (W)   SCALED
 GJ0245* NAVD 88 ORTHO HEIGHT -   638.516 (meters)     2094.86  (feet) ADJUSTED
 GJ0245  ______________________________________________________________________
 GJ0245  GEOID HEIGHT    -        -28.184 (meters)                     GEOID18
 GJ0245  DYNAMIC HEIGHT  -        637.881 (meters)     2092.78  (feet) COMP
 GJ0245  MODELED GRAVITY -    979,618.1   (mgal)                       NAVD 88
 GJ0245
 GJ0245  VERT ORDER      -  SECOND    CLASS 0
 GJ0245
 GJ0245.The horizontal coordinates were scaled from a map and have
 GJ0245.an estimated accuracy of +/- 6 seconds.
 GJ0245
 GJ0245.The orthometric height was determined by differential leveling and
 GJ0245.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0245.in June 1991.
 GJ0245
 GJ0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0245.GEOID18 height accuracy estimate available here.
 GJ0245
 GJ0245.Click photographs - Photos may exist for this station.
 GJ0245
 GJ0245.The dynamic height is computed by dividing the NAVD 88
 GJ0245.geopotential number by the normal gravity value computed on the
 GJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0245.degrees latitude (g = 980.6199 gals.).
 GJ0245
 GJ0245.The modeled gravity was interpolated from observed gravity values.
 GJ0245
 GJ0245;                    North         East    Units  Estimated Accuracy
 GJ0245;SPC OK N     -   139,170.      480,270.      MT  (+/- 180 meters Scaled)
 GJ0245
 GJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF701113(NAD 83)
 GJ0245
 GJ0245                          SUPERSEDED SURVEY CONTROL
 GJ0245
 GJ0245  NGVD 29 (??/??/92)  638.249  (m)         2093.99   (f) ADJ UNCH    2 0
 GJ0245
 GJ0245.Superseded values are not recommended for survey control.
 GJ0245
 GJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0245.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0245
 GJ0245_MARKER: DB = BENCH MARK DISK
 GJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0245_STAMPING: J 33 1934
 GJ0245_MARK LOGO: CGS
 GJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0245+STABILITY: SURFACE MOTION
 GJ0245
 GJ0245  HISTORY     - Date     Condition        Report By
 GJ0245  HISTORY     - 1934     MONUMENTED       CGS
 GJ0245
 GJ0245                          STATION DESCRIPTION
 GJ0245
 GJ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0245'2.2 MI S FROM SHARON.
 GJ0245'2.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0245'THE STATION AT SHARON, WOODWARD COUNTY, 66 FEET WEST OF THE NINTH
 GJ0245'POLE NORTH OF MILEPOST 204, 45 FEET NORTHWEST OF A COUNTY-ROAD
 GJ0245'CROSSING, AND 39 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 GJ0245'STANDARD DISK, STAMPED J 33 1934 AND SET IN THE TOP OF A CONCRETE
 GJ0245'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0095 ***********************************************************************
 GJ0095  DESIGNATION -  J 34
 GJ0095  PID         -  GJ0095
 GJ0095  STATE/COUNTY-  OK/DEWEY
 GJ0095  COUNTRY     -  US
 GJ0095  USGS QUAD   -  SEILING (2018)
 GJ0095
 GJ0095                         *CURRENT SURVEY CONTROL
 GJ0095  ______________________________________________________________________
 GJ0095* NAD 83(1986) POSITION- 36 08 38.     (N) 098 53 05.     (W)   SCALED
 GJ0095* NAVD 88 ORTHO HEIGHT -   528.282 (meters)     1733.21  (feet) ADJUSTED
 GJ0095  ______________________________________________________________________
 GJ0095  GEOID HEIGHT    -        -27.727 (meters)                     GEOID18
 GJ0095  DYNAMIC HEIGHT  -        527.775 (meters)     1731.54  (feet) COMP
 GJ0095  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 GJ0095
 GJ0095  VERT ORDER      -  SECOND    CLASS 0
 GJ0095
 GJ0095.The horizontal coordinates were scaled from a map and have
 GJ0095.an estimated accuracy of +/- 6 seconds.
 GJ0095
 GJ0095.The orthometric height was determined by differential leveling and
 GJ0095.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0095.in June 1991.
 GJ0095
 GJ0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0095.GEOID18 height accuracy estimate available here.
 GJ0095
 GJ0095.Click photographs - Photos may exist for this station.
 GJ0095
 GJ0095.The dynamic height is computed by dividing the NAVD 88
 GJ0095.geopotential number by the normal gravity value computed on the
 GJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0095.degrees latitude (g = 980.6199 gals.).
 GJ0095
 GJ0095.The modeled gravity was interpolated from observed gravity values.
 GJ0095
 GJ0095;                    North         East    Units  Estimated Accuracy
 GJ0095;SPC OK N     -   127,280.      520,380.      MT  (+/- 180 meters Scaled)
 GJ0095
 GJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE103999(NAD 83)
 GJ0095
 GJ0095                          SUPERSEDED SURVEY CONTROL
 GJ0095
 GJ0095  NGVD 29 (??/??/92)  528.060  (m)         1732.48   (f) ADJ UNCH    2 0
 GJ0095
 GJ0095.Superseded values are not recommended for survey control.
 GJ0095
 GJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0095.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0095
 GJ0095_MARKER: DB = BENCH MARK DISK
 GJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0095_STAMPING: J 34 1934
 GJ0095_MARK LOGO: CGS
 GJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0095+STABILITY: SURFACE MOTION
 GJ0095
 GJ0095  HISTORY     - Date     Condition        Report By
 GJ0095  HISTORY     - 1934     MONUMENTED       CGS
 GJ0095  HISTORY     - 1969     GOOD
 GJ0095
 GJ0095                          STATION DESCRIPTION
 GJ0095
 GJ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0095'2.2 MI E FROM SEILING.
 GJ0095'2.2 MILES EAST OF JUNCTION U.S. HIGHWAY 60 AND STATE 35 0.2
 GJ0095'MILE WEST OF LARGE RED BARN ON THE SOUTH SIDE OF THE HIGHWAY.
 GJ0095'72 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35.  33 FEET
 GJ0095'EAST OF NORTH AND SOUTH SECTION LINE ROAD.  27 FEET SOUTH OF THE
 GJ0095'FENCE CORNER.
 GJ0095
 GJ0095                          STATION RECOVERY (1969)
 GJ0095
 GJ0095'RECOVERED 1969
 GJ0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0060 ***********************************************************************
 GJ0060  DESIGNATION -  J 35
 GJ0060  PID         -  GJ0060
 GJ0060  STATE/COUNTY-  OK/MAJOR
 GJ0060  COUNTRY     -  US
 GJ0060  USGS QUAD   -  AMES (2018)
 GJ0060
 GJ0060                         *CURRENT SURVEY CONTROL
 GJ0060  ______________________________________________________________________
 GJ0060* NAD 83(1986) POSITION- 36 12 40.     (N) 098 13 33.     (W)   SCALED
 GJ0060* NAVD 88 ORTHO HEIGHT -   345.436 (meters)     1133.32  (feet) ADJUSTED
 GJ0060  ______________________________________________________________________
 GJ0060  GEOID HEIGHT    -        -27.505 (meters)                     GEOID18
 GJ0060  DYNAMIC HEIGHT  -        345.126 (meters)     1132.30  (feet) COMP
 GJ0060  MODELED GRAVITY -    979,725.9   (mgal)                       NAVD 88
 GJ0060
 GJ0060  VERT ORDER      -  SECOND    CLASS 0
 GJ0060
 GJ0060.The horizontal coordinates were scaled from a map and have
 GJ0060.an estimated accuracy of +/- 6 seconds.
 GJ0060
 GJ0060.The orthometric height was determined by differential leveling and
 GJ0060.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0060.in June 1991.
 GJ0060
 GJ0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0060.GEOID18 height accuracy estimate available here.
 GJ0060
 GJ0060.Click photographs - Photos may exist for this station.
 GJ0060
 GJ0060.The dynamic height is computed by dividing the NAVD 88
 GJ0060.geopotential number by the normal gravity value computed on the
 GJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0060.degrees latitude (g = 980.6199 gals.).
 GJ0060
 GJ0060.The modeled gravity was interpolated from observed gravity values.
 GJ0060
 GJ0060;                    North         East    Units  Estimated Accuracy
 GJ0060;SPC OK N     -   134,400.      579,690.      MT  (+/- 180 meters Scaled)
 GJ0060
 GJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF695076(NAD 83)
 GJ0060
 GJ0060                          SUPERSEDED SURVEY CONTROL
 GJ0060
 GJ0060  NGVD 29 (??/??/92)  345.281  (m)         1132.81   (f) ADJ UNCH    2 0
 GJ0060
 GJ0060.Superseded values are not recommended for survey control.
 GJ0060
 GJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0060.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0060
 GJ0060_MARKER: DB = BENCH MARK DISK
 GJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0060_STAMPING: J 35 1934
 GJ0060_MARK LOGO: CGS
 GJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0060+STABILITY: SURFACE MOTION
 GJ0060
 GJ0060  HISTORY     - Date     Condition        Report By
 GJ0060  HISTORY     - 1934     MONUMENTED       CGS
 GJ0060  HISTORY     - 1956     MARK NOT FOUND   USGS
 GJ0060
 GJ0060                          STATION DESCRIPTION
 GJ0060
 GJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0060'8.1 MI NE FROM O KEENE.
 GJ0060'8.1 MILES NORTHEAST OF ST. L AND SF RR DEPOT.  192 FEET SOUTHWEST
 GJ0060'OF MILE POST 610.  54 FEET WEST OF THE CENTERLINE OF ST. LOUIS
 GJ0060'AND SAN FRANCISCO RAILROAD.  3 FEET EAST OF THE RAILROAD
 GJ0060'RIGHT-OF-WAY FENCE LINE.
 GJ0060
 GJ0060                          STATION RECOVERY (1956)
 GJ0060
 GJ0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GJ0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0139 ***********************************************************************
 EM0139  DESIGNATION -  J 37
 EM0139  PID         -  EM0139
 EM0139  STATE/COUNTY-  OK/COMANCHE
 EM0139  COUNTRY     -  US
 EM0139  USGS QUAD   -  ODETTA (2018)
 EM0139
 EM0139                         *CURRENT SURVEY CONTROL
 EM0139  ______________________________________________________________________
 EM0139* NAD 83(1986) POSITION- 34 38 49.99   (N) 098 47 29.98   (W)   HD_HELD1
 EM0139* NAVD 88 ORTHO HEIGHT -   415.256 (meters)     1362.39  (feet) ADJUSTED
 EM0139  ______________________________________________________________________
 EM0139  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 EM0139  DYNAMIC HEIGHT  -        414.840 (meters)     1361.02  (feet) COMP
 EM0139  MODELED GRAVITY -    979,620.6   (mgal)                       NAVD 88
 EM0139
 EM0139  VERT ORDER      -  SECOND    CLASS 0
 EM0139
 EM0139.The horizontal coordinates were determined by differentially corrected
 EM0139.hand held GPS observations or other comparable positioning techniques
 EM0139.and have an estimated accuracy of +/- 3 meters.
 EM0139
 EM0139.The orthometric height was determined by differential leveling and
 EM0139.adjusted by the NATIONAL GEODETIC SURVEY
 EM0139.in June 1991.
 EM0139
 EM0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0139.GEOID18 height accuracy estimate available here.
 EM0139
 EM0139.Click photographs - Photos may exist for this station.
 EM0139
 EM0139.The dynamic height is computed by dividing the NAVD 88
 EM0139.geopotential number by the normal gravity value computed on the
 EM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0139.degrees latitude (g = 980.6199 gals.).
 EM0139
 EM0139.The modeled gravity was interpolated from observed gravity values.
 EM0139
 EM0139;                    North         East    Units  Estimated Accuracy
 EM0139;SPC OK S     -   146,025.4     527,427.3     MT  (+/- 3 meters HH1 GPS) 
 EM0139
 EM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1909233941(NAD 83)
 EM0139
 EM0139                          SUPERSEDED SURVEY CONTROL
 EM0139
 EM0139  NGVD 29 (??/??/92)  415.118  (m)         1361.93   (f) ADJ UNCH    2 0
 EM0139
 EM0139.Superseded values are not recommended for survey control.
 EM0139
 EM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0139.See file dsdata.pdf to determine how the superseded data were derived.
 EM0139
 EM0139_MARKER: DB = BENCH MARK DISK
 EM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0139_STAMPING: J 37 1934
 EM0139_MARK LOGO: CGS
 EM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0139+STABILITY: SURFACE MOTION
 EM0139
 EM0139  HISTORY     - Date     Condition        Report By
 EM0139  HISTORY     - 1934     MONUMENTED       CGS
 EM0139  HISTORY     - 1963     GOOD             CGS
 EM0139
 EM0139                          STATION DESCRIPTION
 EM0139
 EM0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0139'9.2 MI E FROM SNYDER.
 EM0139'IN COMANCHE COUNTY, 9.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO
 EM0139'RAILWAY FROM THE STATION AT SNYDER, KIOWA COUNTY, 51.0 FEET EAST OF
 EM0139'THE NORTHEAST END OF WOOD TRESTLE BRIDGE NO. 655, 44 FEET NORTHEAST OF
 EM0139'THE NORTHEAST RAIL, 17 FEET EAST OF FIRST POLE EAST OF MILEPOST 655
 EM0139'AND 3.0 FEET EAST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED J
 EM0139'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0046 ***********************************************************************
 EM0046  DESIGNATION -  J 38
 EM0046  PID         -  EM0046
 EM0046  STATE/COUNTY-  OK/COMANCHE
 EM0046  COUNTRY     -  US
 EM0046  USGS QUAD   -  LETITIA (2018)
 EM0046
 EM0046                         *CURRENT SURVEY CONTROL
 EM0046  ______________________________________________________________________
 EM0046* NAD 83(1986) POSITION- 34 35 39.     (N) 098 08 30.     (W)   SCALED
 EM0046* NAVD 88 ORTHO HEIGHT -   352.691 (meters)     1157.12  (feet) ADJUSTED
 EM0046  ______________________________________________________________________
 EM0046  GEOID HEIGHT    -        -25.837 (meters)                     GEOID18
 EM0046  DYNAMIC HEIGHT  -        352.333 (meters)     1155.95  (feet) COMP
 EM0046  MODELED GRAVITY -    979,610.7   (mgal)                       NAVD 88
 EM0046
 EM0046  VERT ORDER      -  SECOND    CLASS 0
 EM0046
 EM0046.The horizontal coordinates were scaled from a map and have
 EM0046.an estimated accuracy of +/- 6 seconds.
 EM0046
 EM0046.The orthometric height was determined by differential leveling and
 EM0046.adjusted by the NATIONAL GEODETIC SURVEY
 EM0046.in June 1991.
 EM0046
 EM0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0046.GEOID18 height accuracy estimate available here.
 EM0046
 EM0046.Click photographs - Photos may exist for this station.
 EM0046
 EM0046.The dynamic height is computed by dividing the NAVD 88
 EM0046.geopotential number by the normal gravity value computed on the
 EM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0046.degrees latitude (g = 980.6199 gals.).
 EM0046
 EM0046.The modeled gravity was interpolated from observed gravity values.
 EM0046
 EM0046;                    North         East    Units  Estimated Accuracy
 EM0046;SPC OK S     -   139,870.      587,010.      MT  (+/- 180 meters Scaled)
 EM0046
 EM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND787283(NAD 83)
 EM0046
 EM0046                          SUPERSEDED SURVEY CONTROL
 EM0046
 EM0046  NGVD 29 (??/??/92)  352.587  (m)         1156.78   (f) ADJ UNCH    2 0
 EM0046
 EM0046.Superseded values are not recommended for survey control.
 EM0046
 EM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0046.See file dsdata.pdf to determine how the superseded data were derived.
 EM0046
 EM0046_MARKER: DB = BENCH MARK DISK
 EM0046_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0046_SP_SET: MILEPOST
 EM0046_STAMPING: J 38 1934
 EM0046_MARK LOGO: CGS
 EM0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0046
 EM0046  HISTORY     - Date     Condition        Report By
 EM0046  HISTORY     - 1934     MONUMENTED       CGS
 EM0046  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0046
 EM0046                          STATION DESCRIPTION
 EM0046
 EM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0046'14.8 MI E FROM LAWTON.
 EM0046'14.8 MILES EAST ALONG STATE HIGHWAY 29 FROM THE ST. LOUIS-SAN
 EM0046'FRANCISCO RAILWAY STATION AT LAWTON, COMANCHE COUNTY, AT THE
 EM0046'COMANCHE-STEPHENS COUNTY LINE, AT A CROSSROADS, AT A TRIANGULAR SHAPED
 EM0046'MILEPOST, AND IN THE TOP OF THE POST, ABOUT 3 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0399 ***********************************************************************
 EL0399  DESIGNATION -  J 39
 EL0399  PID         -  EL0399
 EL0399  STATE/COUNTY-  OK/CARTER
 EL0399  COUNTRY     -  US
 EL0399  USGS QUAD   -  ARDMORE WEST (2018)
 EL0399
 EL0399                         *CURRENT SURVEY CONTROL
 EL0399  ______________________________________________________________________
 EL0399* NAD 83(1986) POSITION- 34 10 18.     (N) 097 07 42.     (W)   SCALED
 EL0399* NAVD 88 ORTHO HEIGHT -   268.412 (meters)      880.62  (feet) ADJUSTED
 EL0399  ______________________________________________________________________
 EL0399  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 EL0399  DYNAMIC HEIGHT  -        268.130 (meters)      879.69  (feet) COMP
 EL0399  MODELED GRAVITY -    979,578.1   (mgal)                       NAVD 88
 EL0399
 EL0399  VERT ORDER      -  FIRST     CLASS II
 EL0399
 EL0399.The horizontal coordinates were scaled from a map and have
 EL0399.an estimated accuracy of +/- 6 seconds.
 EL0399
 EL0399.The orthometric height was determined by differential leveling and
 EL0399.adjusted by the NATIONAL GEODETIC SURVEY
 EL0399.in June 1991.
 EL0399
 EL0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0399.GEOID18 height accuracy estimate available here.
 EL0399
 EL0399.Click photographs - Photos may exist for this station.
 EL0399
 EL0399.The dynamic height is computed by dividing the NAVD 88
 EL0399.geopotential number by the normal gravity value computed on the
 EL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0399.degrees latitude (g = 980.6199 gals.).
 EL0399
 EL0399.The modeled gravity was interpolated from observed gravity values.
 EL0399
 EL0399;                    North         East    Units  Estimated Accuracy
 EL0399;SPC OK S     -    93,340.      680,360.      MT  (+/- 180 meters Scaled)
 EL0399
 EL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC725827(NAD 83)
 EL0399
 EL0399                          SUPERSEDED SURVEY CONTROL
 EL0399
 EL0399  NGVD 29 (??/??/92)  268.342  (m)          880.39   (f) ADJ UNCH    1 2
 EL0399
 EL0399.Superseded values are not recommended for survey control.
 EL0399
 EL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0399.See file dsdata.pdf to determine how the superseded data were derived.
 EL0399
 EL0399_MARKER: DB = BENCH MARK DISK
 EL0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0399_SP_SET: BUILDING
 EL0399_STAMPING: J 39 1934
 EL0399_MARK LOGO: CGS
 EL0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0399
 EL0399  HISTORY     - Date     Condition        Report By
 EL0399  HISTORY     - 1934     MONUMENTED       CGS
 EL0399
 EL0399                          STATION DESCRIPTION
 EL0399
 EL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0399'AT ARDMORE.
 EL0399'ARDMORE CITY HALL IN THE FIRE ENGINE DOOR IN THE FLOOR AT THE
 EL0399'NORTH EDGE OF THE DOOR, 4 FEET FROM WALL IN THE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0151 ***********************************************************************
 FH0151  DESIGNATION -  J 4
 FH0151  PID         -  FH0151
 FH0151  STATE/COUNTY-  OK/LE FLORE
 FH0151  COUNTRY     -  US
 FH0151  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0151
 FH0151                         *CURRENT SURVEY CONTROL
 FH0151  ______________________________________________________________________
 FH0151* NAD 83(1986) POSITION- 35 20 46.     (N) 094 27 36.     (W)   SCALED
 FH0151* NAVD 88 ORTHO HEIGHT -   127.652 (meters)      418.80  (feet) ADJUSTED
 FH0151  ______________________________________________________________________
 FH0151  GEOID HEIGHT    -        -30.302 (meters)                     GEOID18
 FH0151  DYNAMIC HEIGHT  -        127.531 (meters)      418.41  (feet) COMP
 FH0151  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 FH0151
 FH0151  VERT ORDER      -  FIRST     CLASS II
 FH0151
 FH0151.The horizontal coordinates were scaled from a map and have
 FH0151.an estimated accuracy of +/- 6 seconds.
 FH0151
 FH0151.The orthometric height was determined by differential leveling and
 FH0151.adjusted by the NATIONAL GEODETIC SURVEY
 FH0151.in June 1991.
 FH0151
 FH0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0151.GEOID18 height accuracy estimate available here.
 FH0151
 FH0151.Click photographs - Photos may exist for this station.
 FH0151
 FH0151.The dynamic height is computed by dividing the NAVD 88
 FH0151.geopotential number by the normal gravity value computed on the
 FH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0151.degrees latitude (g = 980.6199 gals.).
 FH0151
 FH0151.The modeled gravity was interpolated from observed gravity values.
 FH0151
 FH0151;                    North         East    Units  Estimated Accuracy
 FH0151;SPC OK S     -   228,920.      921,740.      MT  (+/- 180 meters Scaled)
 FH0151
 FH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV673124(NAD 83)
 FH0151
 FH0151                          SUPERSEDED SURVEY CONTROL
 FH0151
 FH0151  NGVD 29 (??/??/92)  127.559  (m)          418.50   (f) ADJ UNCH    1 2
 FH0151
 FH0151.Superseded values are not recommended for survey control.
 FH0151
 FH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0151.See file dsdata.pdf to determine how the superseded data were derived.
 FH0151
 FH0151_MARKER: DB = BENCH MARK DISK
 FH0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0151_STAMPING: 418.500 J 4 1933
 FH0151_MARK LOGO: CGS
 FH0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0151+STABILITY: SURFACE MOTION
 FH0151
 FH0151  HISTORY     - Date     Condition        Report By
 FH0151  HISTORY     - 1933     MONUMENTED       CGS
 FH0151
 FH0151                          STATION DESCRIPTION
 FH0151
 FH0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0151'4 MI SW FROM FORT SMITH.
 FH0151'IN LE FLORE COUNTY, OKLAHOMA, 4.0 MILES SOUTHWEST ALONG THE
 FH0151'ABANDONED KANSAS CITY SOUTHERN RAILWAY FROM THE STATION AT
 FH0151'FORT SMITH, SEBASTIAN COUNTY, ARKANSAS, AT A PRIVATE-ROAD
 FH0151'CROSSING, 90 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 FH0151'AND 40 FEET EAST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 FH0151'418.500 J 4 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0392 ***********************************************************************
 EL0392  DESIGNATION -  J 40
 EL0392  PID         -  EL0392
 EL0392  STATE/COUNTY-  OK/CARTER
 EL0392  COUNTRY     -  US
 EL0392  USGS QUAD   -  LONE GROVE (2018)
 EL0392
 EL0392                         *CURRENT SURVEY CONTROL
 EL0392  ______________________________________________________________________
 EL0392* NAD 83(1986) POSITION- 34 09 47.     (N) 097 17 59.     (W)   SCALED
 EL0392* NAVD 88 ORTHO HEIGHT -   273.914 (meters)      898.67  (feet) ADJUSTED
 EL0392  ______________________________________________________________________
 EL0392  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 EL0392  DYNAMIC HEIGHT  -        273.625 (meters)      897.72  (feet) COMP
 EL0392  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 EL0392
 EL0392  VERT ORDER      -  FIRST     CLASS II
 EL0392
 EL0392.The horizontal coordinates were scaled from a map and have
 EL0392.an estimated accuracy of +/- 6 seconds.
 EL0392
 EL0392.The orthometric height was determined by differential leveling and
 EL0392.adjusted by the NATIONAL GEODETIC SURVEY
 EL0392.in June 1991.
 EL0392
 EL0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0392.GEOID18 height accuracy estimate available here.
 EL0392
 EL0392.Click photographs - Photos may exist for this station.
 EL0392
 EL0392.The dynamic height is computed by dividing the NAVD 88
 EL0392.geopotential number by the normal gravity value computed on the
 EL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0392.degrees latitude (g = 980.6199 gals.).
 EL0392
 EL0392.The modeled gravity was interpolated from observed gravity values.
 EL0392
 EL0392;                    North         East    Units  Estimated Accuracy
 EL0392;SPC OK S     -    92,260.      664,570.      MT  (+/- 180 meters Scaled)
 EL0392
 EL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC567815(NAD 83)
 EL0392
 EL0392                          SUPERSEDED SURVEY CONTROL
 EL0392
 EL0392  NGVD 29 (??/??/92)  273.831  (m)          898.39   (f) ADJ UNCH    1 2
 EL0392
 EL0392.Superseded values are not recommended for survey control.
 EL0392
 EL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0392.See file dsdata.pdf to determine how the superseded data were derived.
 EL0392
 EL0392_MARKER: DB = BENCH MARK DISK
 EL0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0392_STAMPING: J 40 1934
 EL0392_MARK LOGO: CGS
 EL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0392+STABILITY: SURFACE MOTION
 EL0392
 EL0392  HISTORY     - Date     Condition        Report By
 EL0392  HISTORY     - 1934     MONUMENTED       CGS
 EL0392  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0392
 EL0392                          STATION DESCRIPTION
 EL0392
 EL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0392'2.3 MI W FROM LONE GROVE.
 EL0392'2.3 MILES WEST OF LONE GROVE AT AND SF DEPOT.  0.2 MI. E. OF
 EL0392'MILE POST 12.  50 FEET SOUTH OF ATCHISON TOPEKA AND SANTA FE
 EL0392'RR TRACK, IN FENCE LINE.
 EL0392
 EL0392                          STATION RECOVERY (1967)
 EL0392
 EL0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0525 ***********************************************************************
 FJ0525  DESIGNATION -  J 41
 FJ0525  PID         -  FJ0525
 FJ0525  STATE/COUNTY-  OK/GRADY
 FJ0525  COUNTRY     -  US
 FJ0525  USGS QUAD   -  TABLER (2018)
 FJ0525
 FJ0525                         *CURRENT SURVEY CONTROL
 FJ0525  ______________________________________________________________________
 FJ0525* NAD 83(1986) POSITION- 35 01 33.     (N) 097 51 21.     (W)   SCALED
 FJ0525* NAVD 88 ORTHO HEIGHT -   326.022 (meters)     1069.62  (feet) ADJUSTED
 FJ0525  ______________________________________________________________________
 FJ0525  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 FJ0525  DYNAMIC HEIGHT  -        325.700 (meters)     1068.57  (feet) COMP
 FJ0525  MODELED GRAVITY -    979,638.5   (mgal)                       NAVD 88
 FJ0525
 FJ0525  VERT ORDER      -  FIRST     CLASS II
 FJ0525
 FJ0525.The horizontal coordinates were scaled from a map and have
 FJ0525.an estimated accuracy of +/- 6 seconds.
 FJ0525
 FJ0525.The orthometric height was determined by differential leveling and
 FJ0525.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0525.in June 1991.
 FJ0525
 FJ0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0525.GEOID18 height accuracy estimate available here.
 FJ0525
 FJ0525.Click photographs - Photos may exist for this station.
 FJ0525
 FJ0525.The dynamic height is computed by dividing the NAVD 88
 FJ0525.geopotential number by the normal gravity value computed on the
 FJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0525.degrees latitude (g = 980.6199 gals.).
 FJ0525
 FJ0525.The modeled gravity was interpolated from observed gravity values.
 FJ0525
 FJ0525;                    North         East    Units  Estimated Accuracy
 FJ0525;SPC OK S     -   187,750.      613,160.      MT  (+/- 180 meters Scaled)
 FJ0525
 FJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD043765(NAD 83)
 FJ0525
 FJ0525                          SUPERSEDED SURVEY CONTROL
 FJ0525
 FJ0525  NGVD 29 (??/??/92)  325.922  (m)         1069.30   (f) ADJ UNCH    1 2
 FJ0525
 FJ0525.Superseded values are not recommended for survey control.
 FJ0525
 FJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0525.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0525
 FJ0525_MARKER: DB = BENCH MARK DISK
 FJ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0525_STAMPING: J 41 1934
 FJ0525_MARK LOGO: CGS
 FJ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0525+STABILITY: SURFACE MOTION
 FJ0525
 FJ0525  HISTORY     - Date     Condition        Report By
 FJ0525  HISTORY     - 1934     MONUMENTED       CGS
 FJ0525  HISTORY     - 1953     GOOD             CGS
 FJ0525  HISTORY     - 1966     POOR             USGS
 FJ0525
 FJ0525                          STATION DESCRIPTION
 FJ0525
 FJ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0525'5.6 MI SE FROM CHICKASHA.
 FJ0525'4.0 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0525'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, THENCE 1.6
 FJ0525'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 18 FEET NORTH OF THE
 FJ0525'CENTER LINE OF A ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE
 FJ0525'TOP OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 FJ0525'NOTE-- LEANING 10 DEGREES.
 FJ0525
 FJ0525                          STATION RECOVERY (1966)
 FJ0525
 FJ0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FJ0525'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0564 ***********************************************************************
 EL0564  DESIGNATION -  J 42
 EL0564  PID         -  EL0564
 EL0564  STATE/COUNTY-  OK/GARVIN
 EL0564  COUNTRY     -  US
 EL0564  USGS QUAD   -  LINDSAY SW (2018)
 EL0564
 EL0564                         *CURRENT SURVEY CONTROL
 EL0564  ______________________________________________________________________
 EL0564* NAD 83(1986) POSITION- 34 50 29.     (N) 097 38 20.     (W)   SCALED
 EL0564* NAVD 88 ORTHO HEIGHT -   301.076 (meters)      987.78  (feet) ADJUSTED
 EL0564  ______________________________________________________________________
 EL0564  GEOID HEIGHT    -        -25.908 (meters)                     GEOID18
 EL0564  DYNAMIC HEIGHT  -        300.781 (meters)      986.81  (feet) COMP
 EL0564  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 EL0564
 EL0564  VERT ORDER      -  SECOND    CLASS 0
 EL0564
 EL0564.The horizontal coordinates were scaled from a map and have
 EL0564.an estimated accuracy of +/- 6 seconds.
 EL0564
 EL0564.The orthometric height was determined by differential leveling and
 EL0564.adjusted by the NATIONAL GEODETIC SURVEY
 EL0564.in June 1991.
 EL0564
 EL0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0564.GEOID18 height accuracy estimate available here.
 EL0564
 EL0564.Click photographs - Photos may exist for this station.
 EL0564
 EL0564.The dynamic height is computed by dividing the NAVD 88
 EL0564.geopotential number by the normal gravity value computed on the
 EL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0564.degrees latitude (g = 980.6199 gals.).
 EL0564
 EL0564.The modeled gravity was interpolated from observed gravity values.
 EL0564
 EL0564;                    North         East    Units  Estimated Accuracy
 EL0564;SPC OK S     -   167,340.      633,030.      MT  (+/- 180 meters Scaled)
 EL0564
 EL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD244562(NAD 83)
 EL0564
 EL0564                          SUPERSEDED SURVEY CONTROL
 EL0564
 EL0564  NGVD 29 (??/??/92)  300.989  (m)          987.49   (f) ADJ UNCH    2 0
 EL0564
 EL0564.Superseded values are not recommended for survey control.
 EL0564
 EL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0564.See file dsdata.pdf to determine how the superseded data were derived.
 EL0564
 EL0564_MARKER: DB = BENCH MARK DISK
 EL0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0564_STAMPING: J 42 1934
 EL0564_MARK LOGO: CGS
 EL0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0564+STABILITY: SURFACE MOTION
 EL0564
 EL0564  HISTORY     - Date     Condition        Report By
 EL0564  HISTORY     - 1934     MONUMENTED       CGS
 EL0564  HISTORY     - 1964     MARK NOT FOUND   USGS
 EL0564
 EL0564                          STATION DESCRIPTION
 EL0564
 EL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0564'2.2 MI NW FROM LINDSAY.
 EL0564'2.2 MILES NORTHWEST OF A.T. AND S.F. RR. STATION AT LINDSAY
 EL0564'0.2 MILE SOUTHEAST OF MILE POST 460.  75 FEET SOUTH OF NEAREST
 EL0564'RAIL OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY TRACK, AND ON
 EL0564'RAILWAY PROPERTY FENCE LINE.
 EL0564
 EL0564                          STATION RECOVERY (1964)
 EL0564
 EL0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EL0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0478 ***********************************************************************
 EL0478  DESIGNATION -  J 43
 EL0478  PID         -  EL0478
 EL0478  STATE/COUNTY-  OK/JEFFERSON
 EL0478  COUNTRY     -  US
 EL0478  USGS QUAD   -  WAURIKA EAST (2018)
 EL0478
 EL0478                         *CURRENT SURVEY CONTROL
 EL0478  ______________________________________________________________________
 EL0478* NAD 83(1986) POSITION- 34 13 59.     (N) 097 59 01.     (W)   SCALED
 EL0478* NAVD 88 ORTHO HEIGHT -   277.482 (meters)      910.37  (feet) ADJUSTED
 EL0478  ______________________________________________________________________
 EL0478  GEOID HEIGHT    -        -25.476 (meters)                     GEOID18
 EL0478  DYNAMIC HEIGHT  -        277.203 (meters)      909.46  (feet) COMP
 EL0478  MODELED GRAVITY -    979,623.4   (mgal)                       NAVD 88
 EL0478
 EL0478  VERT ORDER      -  FIRST     CLASS II
 EL0478
 EL0478.The horizontal coordinates were scaled from a map and have
 EL0478.an estimated accuracy of +/- 6 seconds.
 EL0478
 EL0478.The orthometric height was determined by differential leveling and
 EL0478.adjusted by the NATIONAL GEODETIC SURVEY
 EL0478.in June 1991.
 EL0478
 EL0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0478.GEOID18 height accuracy estimate available here.
 EL0478
 EL0478.Click photographs - Photos may exist for this station.
 EL0478
 EL0478.The dynamic height is computed by dividing the NAVD 88
 EL0478.geopotential number by the normal gravity value computed on the
 EL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0478.degrees latitude (g = 980.6199 gals.).
 EL0478
 EL0478.The modeled gravity was interpolated from observed gravity values.
 EL0478
 EL0478;                    North         East    Units  Estimated Accuracy
 EL0478;SPC OK S     -    99,800.      601,510.      MT  (+/- 180 meters Scaled)
 EL0478
 EL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC936884(NAD 83)
 EL0478
 EL0478                          SUPERSEDED SURVEY CONTROL
 EL0478
 EL0478  NGVD 29 (??/??/92)  277.353  (m)          909.95   (f) ADJ UNCH    1 2
 EL0478
 EL0478.Superseded values are not recommended for survey control.
 EL0478
 EL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0478.See file dsdata.pdf to determine how the superseded data were derived.
 EL0478
 EL0478_MARKER: DB = BENCH MARK DISK
 EL0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0478_STAMPING: J 43 1934
 EL0478_MARK LOGO: CGS
 EL0478_PROJECTION: PROJECTING 15 CENTIMETERS
 EL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0478+STABILITY: SURFACE MOTION
 EL0478
 EL0478  HISTORY     - Date     Condition        Report By
 EL0478  HISTORY     - 1934     MONUMENTED       CGS
 EL0478  HISTORY     - 1963     GOOD
 EL0478  HISTORY     - 1986     GOOD             NGS
 EL0478
 EL0478                          STATION DESCRIPTION
 EL0478
 EL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0478'1.4 MI S FROM ADDINGTON.
 EL0478'1.4 MILES SOUTH OF CRIPRR STATION AT ADDINGTON, 183 FEET SOUTHEAST
 EL0478'OF MILE POLE 495.  45 FEET EAST OF EAST RAIL OF CHICAGO ROCK
 EL0478'ISLAND AND PACIFIC RAILWAY TRACK, AND 5 FEET SOUTH OF GATE IN
 EL0478'EAST RAILWAY PROPERTY FENCE LINE.
 EL0478
 EL0478                          STATION RECOVERY (1963)
 EL0478
 EL0478'RECOVERED 1963
 EL0478'RECOVERED IN GOOD CONDITION.
 EL0478
 EL0478                          STATION RECOVERY (1986)
 EL0478
 EL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0478'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM (0.85
 EL0478'MI) WEST ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 81
 EL0478'IN WAURIKA, THENCE 7.3 KM (4.55 MI) NORTHERLY ALONG THE OKLAHOMA
 EL0478'KANSAS TEXAS RAILROAD, 55.8 M (183.1 FT) SOUTHEAST OF MILEPOST 495,
 EL0478'13.7 M (44.9 FT) EAST OF THE NEAR RAIL, AND 3.3 M (10.8 FT) SOUTH OF
 EL0478'THE CENTER OF A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0501 ***********************************************************************
 EL0501  DESIGNATION -  J 44
 EL0501  PID         -  EL0501
 EL0501  STATE/COUNTY-  OK/JEFFERSON
 EL0501  COUNTRY     -  US
 EL0501  USGS QUAD   -  RINGLING NW (2018)
 EL0501
 EL0501                         *CURRENT SURVEY CONTROL
 EL0501  ______________________________________________________________________
 EL0501* NAD 83(1986) POSITION- 34 09 29.     (N) 097 42 08.     (W)   SCALED
 EL0501* NAVD 88 ORTHO HEIGHT -   267.634 (meters)      878.06  (feet) ADJUSTED
 EL0501  ______________________________________________________________________
 EL0501  GEOID HEIGHT    -        -25.657 (meters)                     GEOID18
 EL0501  DYNAMIC HEIGHT  -        267.363 (meters)      877.17  (feet) COMP
 EL0501  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 EL0501
 EL0501  VERT ORDER      -  FIRST     CLASS II
 EL0501
 EL0501.The horizontal coordinates were scaled from a map and have
 EL0501.an estimated accuracy of +/- 6 seconds.
 EL0501
 EL0501.The orthometric height was determined by differential leveling and
 EL0501.adjusted by the NATIONAL GEODETIC SURVEY
 EL0501.in June 1991.
 EL0501
 EL0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0501.GEOID18 height accuracy estimate available here.
 EL0501
 EL0501.Click photographs - Photos may exist for this station.
 EL0501
 EL0501.The dynamic height is computed by dividing the NAVD 88
 EL0501.geopotential number by the normal gravity value computed on the
 EL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0501.degrees latitude (g = 980.6199 gals.).
 EL0501
 EL0501.The modeled gravity was interpolated from observed gravity values.
 EL0501
 EL0501;                    North         East    Units  Estimated Accuracy
 EL0501;SPC OK S     -    91,520.      627,460.      MT  (+/- 180 meters Scaled)
 EL0501
 EL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC196804(NAD 83)
 EL0501
 EL0501                          SUPERSEDED SURVEY CONTROL
 EL0501
 EL0501  NGVD 29 (??/??/92)  267.556  (m)          877.81   (f) ADJ UNCH    1 2
 EL0501
 EL0501.Superseded values are not recommended for survey control.
 EL0501
 EL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0501.See file dsdata.pdf to determine how the superseded data were derived.
 EL0501
 EL0501_MARKER: DB = BENCH MARK DISK
 EL0501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0501_SP_SET: BOX CULVERT WINGWALL
 EL0501_STAMPING: J 44 1934
 EL0501_MARK LOGO: CGS
 EL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0501+STABILITY: SURFACE MOTION
 EL0501
 EL0501  HISTORY     - Date     Condition        Report By
 EL0501  HISTORY     - 1934     MONUMENTED       CGS
 EL0501  HISTORY     - 1963     GOOD
 EL0501
 EL0501                          STATION DESCRIPTION
 EL0501
 EL0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0501'7.1 MI W FROM RINGLING.
 EL0501'7.1 MILES WEST OF THE ATSFRR STATION IN RINGLING, 95 FEET
 EL0501'SOUTHWEST OF E.C. GRACES MAIL BOX.  80 FEET SOUTHEAST OF THE
 EL0501'CENTER LINE OF THE SECTION LINE ROAD.  ON THE NORTH SIDE OF U.S.
 EL0501'HIGHWAY 70.  36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EL0501'AND IS SET IN THE EAST WINGWALL OF A CONCRETE BOX CULVERT.
 EL0501
 EL0501                          STATION RECOVERY (1963)
 EL0501
 EL0501'RECOVERED 1963
 EL0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0268 ***********************************************************************
 EL0268  DESIGNATION -  J 45
 EL0268  PID         -  EL0268
 EL0268  STATE/COUNTY-  OK/PONTOTOC
 EL0268  COUNTRY     -  US
 EL0268  USGS QUAD   -  ADA (2018)
 EL0268
 EL0268                         *CURRENT SURVEY CONTROL
 EL0268  ______________________________________________________________________
 EL0268* NAD 83(1986) POSITION- 34 45 41.     (N) 096 42 17.     (W)   SCALED
 EL0268* NAVD 88 ORTHO HEIGHT -   298.618 (meters)      979.72  (feet) ADJUSTED
 EL0268  ______________________________________________________________________
 EL0268  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 EL0268  DYNAMIC HEIGHT  -        298.326 (meters)      978.76  (feet) COMP
 EL0268  MODELED GRAVITY -    979,649.8   (mgal)                       NAVD 88
 EL0268
 EL0268  VERT ORDER      -  SECOND    CLASS 0
 EL0268
 EL0268.The horizontal coordinates were scaled from a map and have
 EL0268.an estimated accuracy of +/- 6 seconds.
 EL0268
 EL0268.The orthometric height was determined by differential leveling and
 EL0268.adjusted by the NATIONAL GEODETIC SURVEY
 EL0268.in June 1991.
 EL0268
 EL0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0268.GEOID18 height accuracy estimate available here.
 EL0268
 EL0268.Click photographs - Photos may exist for this station.
 EL0268
 EL0268.The dynamic height is computed by dividing the NAVD 88
 EL0268.geopotential number by the normal gravity value computed on the
 EL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0268.degrees latitude (g = 980.6199 gals.).
 EL0268
 EL0268.The modeled gravity was interpolated from observed gravity values.
 EL0268
 EL0268;                    North         East    Units  Estimated Accuracy
 EL0268;SPC OK S     -   159,170.      718,580.      MT  (+/- 180 meters Scaled)
 EL0268
 EL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD100489(NAD 83)
 EL0268
 EL0268                          SUPERSEDED SURVEY CONTROL
 EL0268
 EL0268  NGVD 29 (??/??/92)  298.524  (m)          979.41   (f) ADJ UNCH    2 0
 EL0268
 EL0268.Superseded values are not recommended for survey control.
 EL0268
 EL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0268.See file dsdata.pdf to determine how the superseded data were derived.
 EL0268
 EL0268_MARKER: DB = BENCH MARK DISK
 EL0268_SETTING: 66 = SET IN ROCK OUTCROP
 EL0268_STAMPING: J 45 1934
 EL0268_MARK LOGO: CGS
 EL0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0268+STABILITY: POSITION/ELEVATION WELL
 EL0268
 EL0268  HISTORY     - Date     Condition        Report By
 EL0268  HISTORY     - 1934     MONUMENTED       CGS
 EL0268
 EL0268                          STATION DESCRIPTION
 EL0268
 EL0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0268'0.6 MI W FROM ADA JUNCTION.
 EL0268'0.6 MILE WEST OF A.T. AND S.F. RR. STATION AT ADA JUNCTION
 EL0268'325 FEET WEST OF ATCHISON TOPEKA AND SANTA FE RAILWAY OVERPASS
 EL0268'OVER OKLAHOMA STATE HIGHWAY 12, 97 FEET SOUTH OF MILE POST 41.
 EL0268'53 FEET SOUTH OF NEAREST RAIL OF TRACK.  36 FEET NORTH OF
 EL0268'PROPERTY FENCE, IN FLAT SANDSTONE OUTCROP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0445 ***********************************************************************
 GH0445  DESIGNATION -  J 46
 GH0445  PID         -  GH0445
 GH0445  STATE/COUNTY-  OK/GARFIELD
 GH0445  COUNTRY     -  US
 GH0445  USGS QUAD   -  ENID EAST (2018)
 GH0445
 GH0445                         *CURRENT SURVEY CONTROL
 GH0445  ______________________________________________________________________
 GH0445* NAD 83(1986) POSITION- 36 23 37.     (N) 097 48 11.     (W)   SCALED
 GH0445* NAVD 88 ORTHO HEIGHT -   351.384 (meters)     1152.83  (feet) ADJUSTED
 GH0445  ______________________________________________________________________
 GH0445  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 GH0445  DYNAMIC HEIGHT  -        351.075 (meters)     1151.82  (feet) COMP
 GH0445  MODELED GRAVITY -    979,742.2   (mgal)                       NAVD 88
 GH0445
 GH0445  VERT ORDER      -  FIRST     CLASS II
 GH0445
 GH0445.The horizontal coordinates were scaled from a map and have
 GH0445.an estimated accuracy of +/- 6 seconds.
 GH0445
 GH0445.The orthometric height was determined by differential leveling and
 GH0445.adjusted by the NATIONAL GEODETIC SURVEY
 GH0445.in June 1991.
 GH0445
 GH0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0445.GEOID18 height accuracy estimate available here.
 GH0445
 GH0445.Click photographs - Photos may exist for this station.
 GH0445
 GH0445.The dynamic height is computed by dividing the NAVD 88
 GH0445.geopotential number by the normal gravity value computed on the
 GH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0445.degrees latitude (g = 980.6199 gals.).
 GH0445
 GH0445.The modeled gravity was interpolated from observed gravity values.
 GH0445
 GH0445;                    North         East    Units  Estimated Accuracy
 GH0445;SPC OK N     -   154,640.      617,670.      MT  (+/- 180 meters Scaled)
 GH0445
 GH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF073282(NAD 83)
 GH0445
 GH0445                          SUPERSEDED SURVEY CONTROL
 GH0445
 GH0445  NGVD 29 (??/??/92)  351.250  (m)         1152.39   (f) ADJ UNCH    1 2
 GH0445
 GH0445.Superseded values are not recommended for survey control.
 GH0445
 GH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0445.See file dsdata.pdf to determine how the superseded data were derived.
 GH0445
 GH0445_MARKER: DB = BENCH MARK DISK
 GH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0445_STAMPING: J 46 1934
 GH0445_MARK LOGO: CGS
 GH0445_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0445+STABILITY: SURFACE MOTION
 GH0445
 GH0445  HISTORY     - Date     Condition        Report By
 GH0445  HISTORY     - 1934     MONUMENTED       CGS
 GH0445  HISTORY     - 1953     GOOD             CGS
 GH0445
 GH0445                          STATION DESCRIPTION
 GH0445
 GH0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0445'4.2 MI SE FROM ENID.
 GH0445'4.2 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0445'RAILROAD FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND
 GH0445'PACIFIC RAILROAD AT ENID, 2 1/2 POLES NORTHWEST OF MILEPOST
 GH0445'540, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 52 FEET SOUTHEAST
 GH0445'OF THE 5TH POLE NORTHWEST OF A ROAD CROSSING, 10 FEET SOUTHWEST
 GH0445'OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 GH0445'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0310 ***********************************************************************
 GH0310  DESIGNATION -  J 47
 GH0310  PID         -  GH0310
 GH0310  STATE/COUNTY-  OK/NOBLE
 GH0310  COUNTRY     -  US
 GH0310  USGS QUAD   -  MORRISON (2018)
 GH0310
 GH0310                         *CURRENT SURVEY CONTROL
 GH0310  ______________________________________________________________________
 GH0310* NAD 83(1986) POSITION- 36 18 54.     (N) 097 06 13.     (W)   SCALED
 GH0310* NAVD 88 ORTHO HEIGHT -   281.764 (meters)      924.42  (feet) ADJUSTED
 GH0310  ______________________________________________________________________
 GH0310  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 GH0310  DYNAMIC HEIGHT  -        281.516 (meters)      923.61  (feet) COMP
 GH0310  MODELED GRAVITY -    979,743.6   (mgal)                       NAVD 88
 GH0310
 GH0310  VERT ORDER      -  SECOND    CLASS 0
 GH0310
 GH0310.The horizontal coordinates were scaled from a map and have
 GH0310.an estimated accuracy of +/- 6 seconds.
 GH0310
 GH0310.The orthometric height was determined by differential leveling and
 GH0310.adjusted by the NATIONAL GEODETIC SURVEY
 GH0310.in June 1991.
 GH0310
 GH0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0310.GEOID18 height accuracy estimate available here.
 GH0310
 GH0310.Click photographs - Photos may exist for this station.
 GH0310
 GH0310.The dynamic height is computed by dividing the NAVD 88
 GH0310.geopotential number by the normal gravity value computed on the
 GH0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0310.degrees latitude (g = 980.6199 gals.).
 GH0310
 GH0310.The modeled gravity was interpolated from observed gravity values.
 GH0310
 GH0310;                    North         East    Units  Estimated Accuracy
 GH0310;SPC OK N     -   146,280.      680,490.      MT  (+/- 180 meters Scaled)
 GH0310
 GH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF702205(NAD 83)
 GH0310
 GH0310                          SUPERSEDED SURVEY CONTROL
 GH0310
 GH0310  NGVD 29 (??/??/92)  281.646  (m)          924.03   (f) ADJ UNCH    2 0
 GH0310
 GH0310.Superseded values are not recommended for survey control.
 GH0310
 GH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0310.See file dsdata.pdf to determine how the superseded data were derived.
 GH0310
 GH0310_MARKER: DB = BENCH MARK DISK
 GH0310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0310_STAMPING: J 47 1934
 GH0310_MARK LOGO: CGS
 GH0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0310
 GH0310  HISTORY     - Date     Condition        Report By
 GH0310  HISTORY     - 1934     MONUMENTED       CGS
 GH0310  HISTORY     - 1965     MARK NOT FOUND   USGS
 GH0310
 GH0310                          STATION DESCRIPTION
 GH0310
 GH0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0310'5.5 MI W FROM MORRISON.
 GH0310'5.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0310'THE STATION AT MORRISON, NOBLE COUNTY, 109 FEET SOUTHWEST OF
 GH0310'THE THIRD POLE WEST OF MILEPOST 496, AT A ROAD CROSSING, 54
 GH0310'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE
 GH0310'NORTH-AND-SOUTH SECTION-LINE ROAD, AND 3 FEET NORTHEAST OF A
 GH0310'FENCE CORNER.  A STANDARD DISK, STAMPED J 47 1934 AND SET IN
 GH0310'THE TOP OF A CONCRETE POST.  NOTE-- MARK MAY HAVE BEEN DESTROYED
 GH0310'WHEN BRUSH WAS CLEARED FROM RAILROAD RIGHT-OF-WAY.
 GH0310
 GH0310                          STATION RECOVERY (1965)
 GH0310
 GH0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0066 ***********************************************************************
 GH0066  DESIGNATION -  J 48
 GH0066  PID         -  GH0066
 GH0066  STATE/COUNTY-  OK/CREEK
 GH0066  COUNTRY     -  US
 GH0066  USGS QUAD   -  KEYSTONE DAM (2018)
 GH0066
 GH0066                         *CURRENT SURVEY CONTROL
 GH0066  ______________________________________________________________________
 GH0066* NAD 83(1986) POSITION- 36 09 03.     (N) 096 21 05.     (W)   SCALED
 GH0066* NAVD 88 ORTHO HEIGHT -   234.568 (meters)      769.58  (feet) ADJUSTED
 GH0066  ______________________________________________________________________
 GH0066  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 GH0066  DYNAMIC HEIGHT  -        234.363 (meters)      768.91  (feet) COMP
 GH0066  MODELED GRAVITY -    979,752.3   (mgal)                       NAVD 88
 GH0066
 GH0066  VERT ORDER      -  SECOND    CLASS 0
 GH0066
 GH0066.The horizontal coordinates were scaled from a map and have
 GH0066.an estimated accuracy of +/- 6 seconds.
 GH0066
 GH0066.The orthometric height was determined by differential leveling and
 GH0066.adjusted by the NATIONAL GEODETIC SURVEY
 GH0066.in June 1991.
 GH0066
 GH0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0066.GEOID18 height accuracy estimate available here.
 GH0066
 GH0066.Click photographs - Photos may exist for this station.
 GH0066
 GH0066.The dynamic height is computed by dividing the NAVD 88
 GH0066.geopotential number by the normal gravity value computed on the
 GH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0066.degrees latitude (g = 980.6199 gals.).
 GH0066
 GH0066.The modeled gravity was interpolated from observed gravity values.
 GH0066
 GH0066;                    North         East    Units  Estimated Accuracy
 GH0066;SPC OK N     -   128,950.      748,350.      MT  (+/- 180 meters Scaled)
 GH0066
 GH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF382039(NAD 83)
 GH0066
 GH0066                          SUPERSEDED SURVEY CONTROL
 GH0066
 GH0066  NGVD 29 (??/??/92)  234.456  (m)          769.21   (f) ADJ UNCH    2 0
 GH0066
 GH0066.Superseded values are not recommended for survey control.
 GH0066
 GH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0066.See file dsdata.pdf to determine how the superseded data were derived.
 GH0066
 GH0066_MARKER: DB = BENCH MARK DISK
 GH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0066_STAMPING: J 48 1934
 GH0066_MARK LOGO: CGS
 GH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0066+STABILITY: SURFACE MOTION
 GH0066
 GH0066  HISTORY     - Date     Condition        Report By
 GH0066  HISTORY     - 1934     MONUMENTED       CGS
 GH0066
 GH0066                          STATION DESCRIPTION
 GH0066
 GH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0066'2.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0066'STATION AT MANNFORD, CREEK COUNTY, 31 FEET NORTHWEST OF THE
 GH0066'FOURTEENTH POLE WEST OF MILEPOST 446, AT A ROAD CROSSING, 51 FEET
 GH0066'NORTH OF THE CENTERLINE OF THE TRACK, AND 45 FEET EAST OF THE
 GH0066'NORTH-AND-SOUTH SECTION-LINE ROAD.  A STANDARD DISK, STAMPED J 48
 GH0066'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0220 ***********************************************************************
 FJ0220  DESIGNATION -  J 49
 FJ0220  PID         -  FJ0220
 FJ0220  STATE/COUNTY-  OK/LINCOLN
 FJ0220  COUNTRY     -  US
 FJ0220  USGS QUAD   -  STROUD NORTH (2018)
 FJ0220
 FJ0220                         *CURRENT SURVEY CONTROL
 FJ0220  ______________________________________________________________________
 FJ0220* NAD 83(1986) POSITION- 35 50 24.     (N) 096 44 55.     (W)   SCALED
 FJ0220* NAVD 88 ORTHO HEIGHT -   285.817 (meters)      937.72  (feet) ADJUSTED
 FJ0220  ______________________________________________________________________
 FJ0220  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 FJ0220  DYNAMIC HEIGHT  -        285.554 (meters)      936.86  (feet) COMP
 FJ0220  MODELED GRAVITY -    979,707.2   (mgal)                       NAVD 88
 FJ0220
 FJ0220  VERT ORDER      -  SECOND    CLASS 0
 FJ0220
 FJ0220.The horizontal coordinates were scaled from a map and have
 FJ0220.an estimated accuracy of +/- 6 seconds.
 FJ0220
 FJ0220.The orthometric height was determined by differential leveling and
 FJ0220.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0220.in June 1991.
 FJ0220
 FJ0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0220.GEOID18 height accuracy estimate available here.
 FJ0220
 FJ0220.Click photographs - Photos may exist for this station.
 FJ0220
 FJ0220.The dynamic height is computed by dividing the NAVD 88
 FJ0220.geopotential number by the normal gravity value computed on the
 FJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0220.degrees latitude (g = 980.6199 gals.).
 FJ0220
 FJ0220.The modeled gravity was interpolated from observed gravity values.
 FJ0220
 FJ0220;                    North         East    Units  Estimated Accuracy
 FJ0220;SPC OK N     -    93,930.      713,050.      MT  (+/- 180 meters Scaled)
 FJ0220
 FJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE033685(NAD 83)
 FJ0220
 FJ0220                          SUPERSEDED SURVEY CONTROL
 FJ0220
 FJ0220  NGVD 29 (??/??/92)  285.709  (m)          937.36   (f) ADJ UNCH    2 0
 FJ0220
 FJ0220.Superseded values are not recommended for survey control.
 FJ0220
 FJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0220.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0220
 FJ0220_MARKER: DB = BENCH MARK DISK
 FJ0220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0220_STAMPING: J 49 1934
 FJ0220_MARK LOGO: CGS
 FJ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0220
 FJ0220  HISTORY     - Date     Condition        Report By
 FJ0220  HISTORY     - 1934     MONUMENTED       CGS
 FJ0220  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0220
 FJ0220                          STATION DESCRIPTION
 FJ0220
 FJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0220'4 MI N FROM KENDRICK.
 FJ0220'4.0 MILES NORTH OF ATSFRR 25 FEET NORTH OF THE FIFTH TELEGRAPH
 FJ0220'POLE NORTH OF MILEPOST 93.  30 FEET SOUTH OF EAST AND WEST
 FJ0220'SECTION LINE ROAD.  48 FEET WEST OF THE CENTERLINE OF ATCHISON
 FJ0220'TOPEKA AND SANTA FE RAILROAD.  3 FEET SOUTHEAST OF THE FENCE
 FJ0220'CORNER.
 FJ0220
 FJ0220                          STATION RECOVERY (1975)
 FJ0220
 FJ0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0571 ***********************************************************************
 FH0571  DESIGNATION -  J 5
 FH0571  PID         -  FH0571
 FH0571  STATE/COUNTY-  OK/HASKELL
 FH0571  COUNTRY     -  US
 FH0571  USGS QUAD   -  KINTA (2018)
 FH0571
 FH0571                         *CURRENT SURVEY CONTROL
 FH0571  ______________________________________________________________________
 FH0571* NAD 83(1986) POSITION- 35 05 58.     (N) 095 12 01.     (W)   SCALED
 FH0571* NAVD 88 ORTHO HEIGHT -   162.547 (meters)      533.29  (feet) ADJUSTED
 FH0571  ______________________________________________________________________
 FH0571  GEOID HEIGHT    -        -30.988 (meters)                     GEOID18
 FH0571  DYNAMIC HEIGHT  -        162.385 (meters)      532.76  (feet) COMP
 FH0571  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 FH0571
 FH0571  VERT ORDER      -  FIRST     CLASS II
 FH0571
 FH0571.The horizontal coordinates were scaled from a map and have
 FH0571.an estimated accuracy of +/- 6 seconds.
 FH0571
 FH0571.The orthometric height was determined by differential leveling and
 FH0571.adjusted by the NATIONAL GEODETIC SURVEY
 FH0571.in June 1991.
 FH0571
 FH0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0571.GEOID18 height accuracy estimate available here.
 FH0571
 FH0571.Click photographs - Photos may exist for this station.
 FH0571
 FH0571.The dynamic height is computed by dividing the NAVD 88
 FH0571.geopotential number by the normal gravity value computed on the
 FH0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0571.degrees latitude (g = 980.6199 gals.).
 FH0571
 FH0571.The modeled gravity was interpolated from observed gravity values.
 FH0571
 FH0571;                    North         East    Units  Estimated Accuracy
 FH0571;SPC OK S     -   199,450.      855,230.      MT  (+/- 180 meters Scaled)
 FH0571
 FH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU994862(NAD 83)
 FH0571
 FH0571                          SUPERSEDED SURVEY CONTROL
 FH0571
 FH0571  NGVD 29 (??/??/92)  162.437  (m)          532.93   (f) ADJ UNCH    1 2
 FH0571
 FH0571.Superseded values are not recommended for survey control.
 FH0571
 FH0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0571.See file dsdata.pdf to determine how the superseded data were derived.
 FH0571
 FH0571_MARKER: DB = BENCH MARK DISK
 FH0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0571_STAMPING: 532.929 J 5 1933
 FH0571_MARK LOGO: CGS
 FH0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0571+STABILITY: SURFACE MOTION
 FH0571
 FH0571  HISTORY     - Date     Condition        Report By
 FH0571  HISTORY     - 1933     MONUMENTED       CGS
 FH0571  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0571
 FH0571                          STATION DESCRIPTION
 FH0571
 FH0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0571'2.7 MI E FROM KINTA.
 FH0571'2.7 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0571'RAILWAY FROM KINTA, HASKELL COUNTY, AT A DIRT-ROAD CROSSING,
 FH0571'46 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 27 FEET NORTH
 FH0571'OF THE OLD ROADBED, AND 22 FEET SOUTH OF A FENCE LINE.  A
 FH0571'STANDARD DISK, STAMPED 532.929 J 5 1933 AND SET IN THE TOP
 FH0571'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0158 ***********************************************************************
 GH0158  DESIGNATION -  J 50
 GH0158  PID         -  GH0158
 GH0158  STATE/COUNTY-  OK/PAWNEE
 GH0158  COUNTRY     -  US
 GH0158  USGS QUAD   -  SKEDEE (2018)
 GH0158
 GH0158                         *CURRENT SURVEY CONTROL
 GH0158  ______________________________________________________________________
 GH0158* NAD 83(1986) POSITION- 36 26 14.     (N) 096 43 10.     (W)   SCALED
 GH0158* NAVD 88 ORTHO HEIGHT -   249.254 (meters)      817.76  (feet) ADJUSTED
 GH0158  ______________________________________________________________________
 GH0158  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 GH0158  DYNAMIC HEIGHT  -        249.040 (meters)      817.06  (feet) COMP
 GH0158  MODELED GRAVITY -    979,768.1   (mgal)                       NAVD 88
 GH0158
 GH0158  VERT ORDER      -  SECOND    CLASS 0
 GH0158
 GH0158.The horizontal coordinates were scaled from a map and have
 GH0158.an estimated accuracy of +/- 6 seconds.
 GH0158
 GH0158.The orthometric height was determined by differential leveling and
 GH0158.adjusted by the NATIONAL GEODETIC SURVEY
 GH0158.in June 1991.
 GH0158
 GH0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0158.GEOID18 height accuracy estimate available here.
 GH0158
 GH0158.Click photographs - Photos may exist for this station.
 GH0158
 GH0158.The dynamic height is computed by dividing the NAVD 88
 GH0158.geopotential number by the normal gravity value computed on the
 GH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0158.degrees latitude (g = 980.6199 gals.).
 GH0158
 GH0158.The modeled gravity was interpolated from observed gravity values.
 GH0158
 GH0158;                    North         East    Units  Estimated Accuracy
 GH0158;SPC OK N     -   160,220.      714,810.      MT  (+/- 180 meters Scaled)
 GH0158
 GH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF044348(NAD 83)
 GH0158
 GH0158                          SUPERSEDED SURVEY CONTROL
 GH0158
 GH0158  NGVD 29 (??/??/92)  249.151  (m)          817.42   (f) ADJ UNCH    2 0
 GH0158
 GH0158.Superseded values are not recommended for survey control.
 GH0158
 GH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0158.See file dsdata.pdf to determine how the superseded data were derived.
 GH0158
 GH0158_MARKER: DB = BENCH MARK DISK
 GH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0158_STAMPING: J 50 1934
 GH0158_MARK LOGO: CGS
 GH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0158+STABILITY: SURFACE MOTION
 GH0158
 GH0158  HISTORY     - Date     Condition        Report By
 GH0158  HISTORY     - 1934     MONUMENTED       CGS
 GH0158  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0158
 GH0158                          STATION DESCRIPTION
 GH0158
 GH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0158'5.1 MI S FROM RALSTON.
 GH0158'5.1 MILES SOUTH OF AT AND FS RR DEPOT, AT RALSONT 304 FEET
 GH0158'NORTHEAST OF THE RAILROAD SIDING JOBES SIGNBOARD.  65 FEET
 GH0158'NORTHEAST OF SMALL GRAIN ELEVATOR.  30 FEET EAST OF FOURTH
 GH0158'TELEGRAPH POLE SOUTH OF MILEPOST 48.  98 FEET EAST OF CENTERLINE
 GH0158'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  2 FEET WEST OF
 GH0158'RAILROAD RIGHT-OF-WAY FENCE LINE.
 GH0158
 GH0158                          STATION RECOVERY (1976)
 GH0158
 GH0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0314 ***********************************************************************
 GH0314  DESIGNATION -  J 51
 GH0314  PID         -  GH0314
 GH0314  STATE/COUNTY-  OK/NOBLE
 GH0314  COUNTRY     -  US
 GH0314  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0314
 GH0314                         *CURRENT SURVEY CONTROL
 GH0314  ______________________________________________________________________
 GH0314* NAD 83(1986) POSITION- 36 14 47.     (N) 097 04 05.     (W)   SCALED
 GH0314* NAVD 88 ORTHO HEIGHT -   297.188 (meters)      975.02  (feet) ADJUSTED
 GH0314  ______________________________________________________________________
 GH0314  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 GH0314  DYNAMIC HEIGHT  -        296.924 (meters)      974.16  (feet) COMP
 GH0314  MODELED GRAVITY -    979,737.1   (mgal)                       NAVD 88
 GH0314
 GH0314  VERT ORDER      -  SECOND    CLASS 0
 GH0314
 GH0314.The horizontal coordinates were scaled from a map and have
 GH0314.an estimated accuracy of +/- 6 seconds.
 GH0314
 GH0314.The orthometric height was determined by differential leveling and
 GH0314.adjusted by the NATIONAL GEODETIC SURVEY
 GH0314.in June 1991.
 GH0314
 GH0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0314.GEOID18 height accuracy estimate available here.
 GH0314
 GH0314.Click photographs - Photos may exist for this station.
 GH0314
 GH0314.The dynamic height is computed by dividing the NAVD 88
 GH0314.geopotential number by the normal gravity value computed on the
 GH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0314.degrees latitude (g = 980.6199 gals.).
 GH0314
 GH0314.The modeled gravity was interpolated from observed gravity values.
 GH0314
 GH0314;                    North         East    Units  Estimated Accuracy
 GH0314;SPC OK N     -   138,690.      683,760.      MT  (+/- 180 meters Scaled)
 GH0314
 GH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF735130(NAD 83)
 GH0314
 GH0314                          SUPERSEDED SURVEY CONTROL
 GH0314
 GH0314  NGVD 29 (??/??/92)  297.067  (m)          974.63   (f) ADJ UNCH    2 0
 GH0314
 GH0314.Superseded values are not recommended for survey control.
 GH0314
 GH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0314.See file dsdata.pdf to determine how the superseded data were derived.
 GH0314
 GH0314_MARKER: DB = BENCH MARK DISK
 GH0314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0314_STAMPING: J 51 1934
 GH0314_MARK LOGO: CGS
 GH0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0314
 GH0314  HISTORY     - Date     Condition        Report By
 GH0314  HISTORY     - 1934     MONUMENTED       CGS
 GH0314  HISTORY     - 1964     MARK NOT FOUND   USGS
 GH0314
 GH0314                          STATION DESCRIPTION
 GH0314
 GH0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0314'2.5 MI S FROM MORRISON.
 GH0314'2.5 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE ST. LOUIS-SAN
 GH0314'FRANCISCO RAILWAY STATION AT MORRISON, NOBLE COUNTY, 410 FEET
 GH0314'SOUTH OF A LARGE TWO-STORY YELLOW FARMHOUSE, AT A ROAD INTERSECTION,
 GH0314'45 FEET SOUTH OF THE EAST-AND-WEST SECTION-LINE ROAD, 41 FEET
 GH0314'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 12 FEET SOUTH OF A
 GH0314'FENCE CORNER.  A STANDARD DISK, STAMPED J 51 1934 AND SET IN
 GH0314'THE TOP OF A CONCRETE POST.
 GH0314
 GH0314                          STATION RECOVERY (1964)
 GH0314
 GH0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GH0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0558 ***********************************************************************
 FH0558  DESIGNATION -  J 54
 FH0558  PID         -  FH0558
 FH0558  STATE/COUNTY-  OK/MUSKOGEE
 FH0558  COUNTRY     -  US
 FH0558  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0558
 FH0558                         *CURRENT SURVEY CONTROL
 FH0558  ______________________________________________________________________
 FH0558* NAD 83(1986) POSITION- 35 39 00.     (N) 095 21 04.     (W)   SCALED
 FH0558* NAVD 88 ORTHO HEIGHT -   177.235 (meters)      581.48  (feet) ADJUSTED
 FH0558  ______________________________________________________________________
 FH0558  GEOID HEIGHT    -        -29.581 (meters)                     GEOID18
 FH0558  DYNAMIC HEIGHT  -        177.072 (meters)      580.94  (feet) COMP
 FH0558  MODELED GRAVITY -    979,712.8   (mgal)                       NAVD 88
 FH0558
 FH0558  VERT ORDER      -  SECOND    CLASS 0
 FH0558
 FH0558.This mark is at Davis Field Airport (MKO)
 FH0558
 FH0558.The horizontal coordinates were scaled from a map and have
 FH0558.an estimated accuracy of +/- 6 seconds.
 FH0558
 FH0558.The orthometric height was determined by differential leveling and
 FH0558.adjusted by the NATIONAL GEODETIC SURVEY
 FH0558.in June 1991.
 FH0558
 FH0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0558.GEOID18 height accuracy estimate available here.
 FH0558
 FH0558.Click photographs - Photos may exist for this station.
 FH0558
 FH0558.The dynamic height is computed by dividing the NAVD 88
 FH0558.geopotential number by the normal gravity value computed on the
 FH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0558.degrees latitude (g = 980.6199 gals.).
 FH0558
 FH0558.The modeled gravity was interpolated from observed gravity values.
 FH0558
 FH0558;                    North         East    Units  Estimated Accuracy
 FH0558;SPC OK N     -    75,390.      839,850.      MT  (+/- 180 meters Scaled)
 FH0558
 FH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV871476(NAD 83)
 FH0558
 FH0558                          SUPERSEDED SURVEY CONTROL
 FH0558
 FH0558  NGVD 29 (??/??/92)  177.118  (m)          581.09   (f) ADJ UNCH    2 0
 FH0558
 FH0558.Superseded values are not recommended for survey control.
 FH0558
 FH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0558.See file dsdata.pdf to determine how the superseded data were derived.
 FH0558
 FH0558_MARKER: DB = BENCH MARK DISK
 FH0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0558_STAMPING: J 54 1954
 FH0558_MARK LOGO: CGS
 FH0558_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0558+STABILITY: SURFACE MOTION
 FH0558
 FH0558  HISTORY     - Date     Condition        Report By
 FH0558  HISTORY     - 1954     MONUMENTED       CGS
 FH0558  HISTORY     - 1957     GOOD             CGS
 FH0558  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0558
 FH0558                          STATION DESCRIPTION
 FH0558
 FH0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0558'8.6 MI S FROM MUSKOGEE.
 FH0558'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0558'STATION AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 FH0558'ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, THENCE 1.65
 FH0558'MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST
 FH0558'AND SOUTHEAST RUNWAY AT DAVIS FIELD, 500 FEET NORTHEAST OF
 FH0558'THE CENTER LINE OF A PROPOSED RUNWAY, 2 FEET WEST OF A WITNESS
 FH0558'POST, 1400 FEET SOUTHEAST OF BENCH MARK H 54, SET IN THE TOP
 FH0558'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FH0558
 FH0558                          STATION RECOVERY (1974)
 FH0558
 FH0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0463 ***********************************************************************
 EL0463  DESIGNATION -  J 56
 EL0463  PID         -  EL0463
 EL0463  STATE/COUNTY-  OK/MURRAY
 EL0463  COUNTRY     -  US
 EL0463  USGS QUAD   -  DOUGHERTY (2018)
 EL0463
 EL0463                         *CURRENT SURVEY CONTROL
 EL0463  ______________________________________________________________________
 EL0463* NAD 83(1986) POSITION- 34 29 43.     (N) 097 05 33.     (W)   SCALED
 EL0463* NAVD 88 ORTHO HEIGHT -   269.191 (meters)      883.17  (feet) ADJUSTED
 EL0463  ______________________________________________________________________
 EL0463  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 EL0463  DYNAMIC HEIGHT  -        268.927 (meters)      882.30  (feet) COMP
 EL0463  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 EL0463
 EL0463  VERT ORDER      -  SECOND    CLASS 0
 EL0463
 EL0463.The horizontal coordinates were scaled from a map and have
 EL0463.an estimated accuracy of +/- 6 seconds.
 EL0463
 EL0463.The orthometric height was determined by differential leveling and
 EL0463.adjusted by the NATIONAL GEODETIC SURVEY
 EL0463.in June 1991.
 EL0463
 EL0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0463.GEOID18 height accuracy estimate available here.
 EL0463
 EL0463.Click photographs - Photos may exist for this station.
 EL0463
 EL0463.The dynamic height is computed by dividing the NAVD 88
 EL0463.geopotential number by the normal gravity value computed on the
 EL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0463.degrees latitude (g = 980.6199 gals.).
 EL0463
 EL0463.The modeled gravity was interpolated from observed gravity values.
 EL0463
 EL0463;                    North         East    Units  Estimated Accuracy
 EL0463;SPC OK S     -   129,260.      683,340.      MT  (+/- 180 meters Scaled)
 EL0463
 EL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD751187(NAD 83)
 EL0463
 EL0463                          SUPERSEDED SURVEY CONTROL
 EL0463
 EL0463  NGVD 29 (??/??/92)  269.123  (m)          882.95   (f) ADJ UNCH    2 0
 EL0463
 EL0463.Superseded values are not recommended for survey control.
 EL0463
 EL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0463.See file dsdata.pdf to determine how the superseded data were derived.
 EL0463
 EL0463_MARKER: DB = BENCH MARK DISK
 EL0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0463_STAMPING: J 56 1934
 EL0463_MARK LOGO: CGS
 EL0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0463+STABILITY: SURFACE MOTION
 EL0463
 EL0463  HISTORY     - Date     Condition        Report By
 EL0463  HISTORY     - 1934     MONUMENTED       CGS
 EL0463  HISTORY     - 1944     MARK NOT FOUND   CGS
 EL0463
 EL0463                          STATION DESCRIPTION
 EL0463
 EL0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0463'1.5 MI E FROM DAVIS.
 EL0463'0.2 MILE WEST OF MILE POST 2.  138 FEET SOUTH OF NEAREST RAIL
 EL0463'OF GULF-COLORADO AND SANTA FE RAILWAY TRACK.  65 FEET NORTHEAST
 EL0463'OF M.G. TRACYS HOUSE.  25 FEET SOUTH OF CENTER LINE OF QUARTER
 EL0463'SECTION LINE ROAD.
 EL0463
 EL0463                          STATION RECOVERY (1944)
 EL0463
 EL0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 EL0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0232 ***********************************************************************
 EL0232  DESIGNATION -  J 57
 EL0232  PID         -  EL0232
 EL0232  STATE/COUNTY-  OK/PONTOTOC
 EL0232  COUNTRY     -  US
 EL0232  USGS QUAD   -  AHLOSO (2018)
 EL0232
 EL0232                         *CURRENT SURVEY CONTROL
 EL0232  ______________________________________________________________________
 EL0232* NAD 83(1986) POSITION- 34 43 58.     (N) 096 42 29.     (W)   SCALED
 EL0232* NAVD 88 ORTHO HEIGHT -   334.745 (meters)     1098.24  (feet) ADJUSTED
 EL0232  ______________________________________________________________________
 EL0232  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 EL0232  DYNAMIC HEIGHT  -        334.419 (meters)     1097.17  (feet) COMP
 EL0232  MODELED GRAVITY -    979,651.2   (mgal)                       NAVD 88
 EL0232
 EL0232  VERT ORDER      -  SECOND    CLASS 0
 EL0232
 EL0232.The horizontal coordinates were scaled from a map and have
 EL0232.an estimated accuracy of +/- 6 seconds.
 EL0232
 EL0232.The orthometric height was determined by differential leveling and
 EL0232.adjusted by the NATIONAL GEODETIC SURVEY
 EL0232.in June 1991.
 EL0232
 EL0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0232.GEOID18 height accuracy estimate available here.
 EL0232
 EL0232.Click photographs - Photos may exist for this station.
 EL0232
 EL0232.The dynamic height is computed by dividing the NAVD 88
 EL0232.geopotential number by the normal gravity value computed on the
 EL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0232.degrees latitude (g = 980.6199 gals.).
 EL0232
 EL0232.The modeled gravity was interpolated from observed gravity values.
 EL0232
 EL0232;                    North         East    Units  Estimated Accuracy
 EL0232;SPC OK S     -   155,990.      718,310.      MT  (+/- 180 meters Scaled)
 EL0232
 EL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD098458(NAD 83)
 EL0232
 EL0232                          SUPERSEDED SURVEY CONTROL
 EL0232
 EL0232  NGVD 29 (??/??/92)  334.651  (m)         1097.93   (f) ADJ UNCH    2 0
 EL0232
 EL0232.Superseded values are not recommended for survey control.
 EL0232
 EL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0232.See file dsdata.pdf to determine how the superseded data were derived.
 EL0232
 EL0232_MARKER: DB = BENCH MARK DISK
 EL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0232_STAMPING: J 57 1934
 EL0232_MARK LOGO: CGS
 EL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0232+STABILITY: SURFACE MOTION
 EL0232
 EL0232  HISTORY     - Date     Condition        Report By
 EL0232  HISTORY     - 1934     MONUMENTED       CGS
 EL0232  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0232
 EL0232                          STATION DESCRIPTION
 EL0232
 EL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0232'3.5 MI S FROM ADA.
 EL0232'3.5 MILES SOUTH OF STL. AND SF RR. STATION AT ADA.  85 FEET
 EL0232'SOUTHWEST OF MILE 551/30.  42 FEET WEST OF THE NEAREST RAIL OF
 EL0232'ST. LOUIS AND SAN FRANCISCO RAILROAD.  39 FEET EAST OF CENTER
 EL0232'LINE OF OKLAHOMA STATE HIGHWAY 12.  INSIDE OF RAILWAY PROPERTY
 EL0232'FENCE.
 EL0232
 EL0232                          STATION RECOVERY (1965)
 EL0232
 EL0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0067 ***********************************************************************
 FJ0067  DESIGNATION -  J 58
 FJ0067  PID         -  FJ0067
 FJ0067  STATE/COUNTY-  OK/HUGHES
 FJ0067  COUNTRY     -  US
 FJ0067  USGS QUAD   -  YEAGER (2018)
 FJ0067
 FJ0067                         *CURRENT SURVEY CONTROL
 FJ0067  ______________________________________________________________________
 FJ0067* NAD 83(1986) POSITION- 35 12 09.     (N) 096 17 29.     (W)   SCALED
 FJ0067* NAVD 88 ORTHO HEIGHT -   233.326 (meters)      765.50  (feet) ADJUSTED
 FJ0067  ______________________________________________________________________
 FJ0067  GEOID HEIGHT    -        -28.363 (meters)                     GEOID18
 FJ0067  DYNAMIC HEIGHT  -        233.101 (meters)      764.77  (feet) COMP
 FJ0067  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 FJ0067
 FJ0067  VERT ORDER      -  SECOND    CLASS 0
 FJ0067
 FJ0067.The horizontal coordinates were scaled from a map and have
 FJ0067.an estimated accuracy of +/- 6 seconds.
 FJ0067
 FJ0067.The orthometric height was determined by differential leveling and
 FJ0067.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0067.in June 1991.
 FJ0067
 FJ0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0067.GEOID18 height accuracy estimate available here.
 FJ0067
 FJ0067.Click photographs - Photos may exist for this station.
 FJ0067
 FJ0067.The dynamic height is computed by dividing the NAVD 88
 FJ0067.geopotential number by the normal gravity value computed on the
 FJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0067.degrees latitude (g = 980.6199 gals.).
 FJ0067
 FJ0067.The modeled gravity was interpolated from observed gravity values.
 FJ0067
 FJ0067;                    North         East    Units  Estimated Accuracy
 FJ0067;SPC OK S     -   208,660.      755,580.      MT  (+/- 180 meters Scaled)
 FJ0067
 FJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD465988(NAD 83)
 FJ0067
 FJ0067                          SUPERSEDED SURVEY CONTROL
 FJ0067
 FJ0067  NGVD 29 (??/??/92)  233.213  (m)          765.13   (f) ADJ UNCH    2 0
 FJ0067
 FJ0067.Superseded values are not recommended for survey control.
 FJ0067
 FJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0067.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0067
 FJ0067_MARKER: DB = BENCH MARK DISK
 FJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0067_STAMPING: J 58 1934
 FJ0067_MARK LOGO: CGS
 FJ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0067+STABILITY: SURFACE MOTION
 FJ0067
 FJ0067  HISTORY     - Date     Condition        Report By
 FJ0067  HISTORY     - 1934     MONUMENTED       CGS
 FJ0067  HISTORY     - 1969     POOR             CGS
 FJ0067
 FJ0067                          STATION DESCRIPTION
 FJ0067
 FJ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0067'4.2 MI SW FROM WETUMKA.
 FJ0067'4.2 MILES SOUTHWEST OF STL AND SF RR. STATION AT WETUMKA 96
 FJ0067'FEET WEST OF MILE POST 508/5.  45 FEET NORTHWEST OF NEAREST
 FJ0067'RAIL OF SAINT LOUIS AND SAN FRANCISCO RAILWAY TRACK.  27 FEET
 FJ0067'EAST OF CENTER LINE OF SECTION LINE ROAD.  INSIDE OF RAILROAD
 FJ0067'PROPERTY FENCE.
 FJ0067
 FJ0067                          STATION RECOVERY (1969)
 FJ0067
 FJ0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0067'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0502 ***********************************************************************
 FH0502  DESIGNATION -  J 59
 FH0502  PID         -  FH0502
 FH0502  STATE/COUNTY-  OK/MUSKOGEE
 FH0502  COUNTRY     -  US
 FH0502  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0502
 FH0502                         *CURRENT SURVEY CONTROL
 FH0502  ______________________________________________________________________
 FH0502* NAD 83(1986) POSITION- 35 44 45.03   (N) 095 22 21.51   (W)   HD_HELD1
 FH0502* NAVD 88 ORTHO HEIGHT -   181.935 (meters)      596.90  (feet) ADJUSTED
 FH0502  ______________________________________________________________________
 FH0502  GEOID HEIGHT    -        -29.463 (meters)                     GEOID18
 FH0502  DYNAMIC HEIGHT  -        181.771 (meters)      596.36  (feet) COMP
 FH0502  MODELED GRAVITY -    979,727.3   (mgal)                       NAVD 88
 FH0502
 FH0502  VERT ORDER      -  SECOND    CLASS 0
 FH0502
 FH0502.The horizontal coordinates were determined by differentially corrected
 FH0502.hand held GPS observations or other comparable positioning techniques
 FH0502.and have an estimated accuracy of +/- 3 meters.
 FH0502
 FH0502.The orthometric height was determined by differential leveling and
 FH0502.adjusted by the NATIONAL GEODETIC SURVEY
 FH0502.in June 1991.
 FH0502
 FH0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0502.GEOID18 height accuracy estimate available here.
 FH0502
 FH0502.Click photographs - Photos may exist for this station.
 FH0502
 FH0502.The dynamic height is computed by dividing the NAVD 88
 FH0502.geopotential number by the normal gravity value computed on the
 FH0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0502.degrees latitude (g = 980.6199 gals.).
 FH0502
 FH0502.The modeled gravity was interpolated from observed gravity values.
 FH0502
 FH0502;                    North         East    Units  Estimated Accuracy
 FH0502;SPC OK N     -    85,968.5     837,614.5     MT  (+/- 3 meters HH1 GPS) 
 FH0502
 FH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8545558355(NAD 83)
 FH0502
 FH0502                          SUPERSEDED SURVEY CONTROL
 FH0502
 FH0502  NGVD 29 (??/??/92)  181.821  (m)          596.52   (f) ADJ UNCH    2 0
 FH0502
 FH0502.Superseded values are not recommended for survey control.
 FH0502
 FH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0502.See file dsdata.pdf to determine how the superseded data were derived.
 FH0502
 FH0502_MARKER: DB = BENCH MARK DISK
 FH0502_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0502_SP_SET: WALL
 FH0502_STAMPING: J 59 1934
 FH0502_MARK LOGO: CGS
 FH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0502+STABILITY: SURFACE MOTION
 FH0502
 FH0502  HISTORY     - Date     Condition        Report By
 FH0502  HISTORY     - 1934     MONUMENTED       CGS
 FH0502  HISTORY     - 1960     GOOD             CGS
 FH0502
 FH0502                          STATION DESCRIPTION
 FH0502
 FH0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0502'AT MUSKOGEE.
 FH0502'AT MUSKOGEE SET VERTICAL IN SOUTH FACE OF MIDLAND VALLEY RAILWAY
 FH0502'STATION AT MUSKOGEE.  8 FEET WEST OF WHITES WAITING ROOM,
 FH0502'ENTRANCE.  4 FEET ABOVE PLATFORM.
 FH0502
 FH0502                          STATION RECOVERY (1960)
 FH0502
 FH0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0645 ***********************************************************************
 FH0645  DESIGNATION -  J 6
 FH0645  PID         -  FH0645
 FH0645  STATE/COUNTY-  OK/PITTSBURG
 FH0645  COUNTRY     -  US
 FH0645  USGS QUAD   -  BLOCKER (2018)
 FH0645
 FH0645                         *CURRENT SURVEY CONTROL
 FH0645  ______________________________________________________________________
 FH0645* NAD 83(1986) POSITION- 35 03 46.     (N) 095 35 38.     (W)   SCALED
 FH0645* NAVD 88 ORTHO HEIGHT -   191.599 (meters)      628.60  (feet) ADJUSTED
 FH0645  ______________________________________________________________________
 FH0645  GEOID HEIGHT    -        -30.337 (meters)                     GEOID18
 FH0645  DYNAMIC HEIGHT  -        191.408 (meters)      627.98  (feet) COMP
 FH0645  MODELED GRAVITY -    979,637.2   (mgal)                       NAVD 88
 FH0645
 FH0645  VERT ORDER      -  FIRST     CLASS II
 FH0645
 FH0645.The horizontal coordinates were scaled from a map and have
 FH0645.an estimated accuracy of +/- 6 seconds.
 FH0645
 FH0645.The orthometric height was determined by differential leveling and
 FH0645.adjusted by the NATIONAL GEODETIC SURVEY
 FH0645.in June 1991.
 FH0645
 FH0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0645.GEOID18 height accuracy estimate available here.
 FH0645
 FH0645.Click photographs - Photos may exist for this station.
 FH0645
 FH0645.The dynamic height is computed by dividing the NAVD 88
 FH0645.geopotential number by the normal gravity value computed on the
 FH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0645.degrees latitude (g = 980.6199 gals.).
 FH0645
 FH0645.The modeled gravity was interpolated from observed gravity values.
 FH0645
 FH0645;                    North         East    Units  Estimated Accuracy
 FH0645;SPC OK S     -   194,460.      819,450.      MT  (+/- 180 meters Scaled)
 FH0645
 FH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU634830(NAD 83)
 FH0645
 FH0645                          SUPERSEDED SURVEY CONTROL
 FH0645
 FH0645  NGVD 29 (??/??/92)  191.488  (m)          628.24   (f) ADJ UNCH    1 2
 FH0645
 FH0645.Superseded values are not recommended for survey control.
 FH0645
 FH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0645.See file dsdata.pdf to determine how the superseded data were derived.
 FH0645
 FH0645_MARKER: DB = BENCH MARK DISK
 FH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0645_STAMPING: 628.240 J 6 1933
 FH0645_MARK LOGO: CGS
 FH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0645+STABILITY: SURFACE MOTION
 FH0645
 FH0645  HISTORY     - Date     Condition        Report By
 FH0645  HISTORY     - 1933     MONUMENTED       CGS
 FH0645
 FH0645                          STATION DESCRIPTION
 FH0645
 FH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0645'1.7 MI W FROM BLOCKER.
 FH0645'1.7 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0645'FROM BLOCKER, PITTSBURG COUNTY, 110 FEET EAST OF THE OLD
 FH0645'ROADBED, 25 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 318
 FH0645'AND AT A FENCE LINE.  A STANDARD DISK, STAMPED 628.240 J 6 1933
 FH0645'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0464 ***********************************************************************
 FH0464  DESIGNATION -  J 61
 FH0464  PID         -  FH0464
 FH0464  STATE/COUNTY-  OK/MUSKOGEE
 FH0464  COUNTRY     -  US
 FH0464  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0464
 FH0464                         *CURRENT SURVEY CONTROL
 FH0464  ______________________________________________________________________
 FH0464* NAD 83(1986) POSITION- 35 48 42.     (N) 095 19 55.     (W)   SCALED
 FH0464* NAVD 88 ORTHO HEIGHT -   156.365 (meters)      513.01  (feet) ADJUSTED
 FH0464  ______________________________________________________________________
 FH0464  GEOID HEIGHT    -        -29.402 (meters)                     GEOID18
 FH0464  DYNAMIC HEIGHT  -        156.225 (meters)      512.55  (feet) COMP
 FH0464  MODELED GRAVITY -    979,736.6   (mgal)                       NAVD 88
 FH0464
 FH0464  VERT ORDER      -  SECOND    CLASS 0
 FH0464
 FH0464.The horizontal coordinates were scaled from a map and have
 FH0464.an estimated accuracy of +/- 6 seconds.
 FH0464
 FH0464.The orthometric height was determined by differential leveling and
 FH0464.adjusted by the NATIONAL GEODETIC SURVEY
 FH0464.in June 1991.
 FH0464
 FH0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0464.GEOID18 height accuracy estimate available here.
 FH0464
 FH0464.Click photographs - Photos may exist for this station.
 FH0464
 FH0464.The dynamic height is computed by dividing the NAVD 88
 FH0464.geopotential number by the normal gravity value computed on the
 FH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0464.degrees latitude (g = 980.6199 gals.).
 FH0464
 FH0464.The modeled gravity was interpolated from observed gravity values.
 FH0464
 FH0464;                    North         East    Units  Estimated Accuracy
 FH0464;SPC OK N     -    93,370.      841,090.      MT  (+/- 180 meters Scaled)
 FH0464
 FH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV893655(NAD 83)
 FH0464
 FH0464                          SUPERSEDED SURVEY CONTROL
 FH0464
 FH0464  NGVD 29 (??/??/92)  156.256  (m)          512.65   (f) ADJ UNCH    2 0
 FH0464
 FH0464.Superseded values are not recommended for survey control.
 FH0464
 FH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0464.See file dsdata.pdf to determine how the superseded data were derived.
 FH0464
 FH0464_MARKER: DB = BENCH MARK DISK
 FH0464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0464_STAMPING: J 61 1934
 FH0464_MARK LOGO: CGS
 FH0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0464
 FH0464  HISTORY     - Date     Condition        Report By
 FH0464  HISTORY     - 1934     MONUMENTED       CGS
 FH0464  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0464
 FH0464                          STATION DESCRIPTION
 FH0464
 FH0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0464'IN WYBARK.
 FH0464'IN THE TOWN OF WYBARK, 210 FEET SOUTHEAST OF SOUTHEAST CORNER
 FH0464'OF MISSOURI, KANSAS, TEXAS R.R. STATION, 112 FEET EAST OF CENTERLINE
 FH0464'OF M.K.T.RY. TRACK TO TULSA, 88 FEET EAST OF CENTERLINE OF
 FH0464'MAIN LINE TRACK OF M.K.T.RY., 61.5 FEET WEST OF CENTERLINE OF
 FH0464'KANSAS, OKLAHOMA AND GULF RWY., 8.5 FEET SOUTH OF TELEGRAPH
 FH0464'POLE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0464
 FH0464                          STATION RECOVERY (1973)
 FH0464
 FH0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0464 ***********************************************************************
 DN0464  DESIGNATION -  J 61 RESET
 DN0464  PID         -  DN0464
 DN0464  STATE/COUNTY-  OK/MARSHALL
 DN0464  COUNTRY     -  US
 DN0464  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN0464
 DN0464                         *CURRENT SURVEY CONTROL
 DN0464  ______________________________________________________________________
 DN0464* NAD 83(1986) POSITION- 33 58 42.     (N) 096 40 18.     (W)   SCALED
 DN0464* NAVD 88 ORTHO HEIGHT -   216.26  (+/-2cm)      709.5   (feet) VERTCON3
 DN0464  ______________________________________________________________________
 DN0464  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 DN0464  VERT ORDER      -  THIRD (See Below)
 DN0464
 DN0464.The horizontal coordinates were scaled from a map and have
 DN0464.an estimated accuracy of +/- 6 seconds.
 DN0464
 DN0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0464
 DN0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0464.GEOID18 height accuracy estimate available here.
 DN0464
 DN0464.The vertical order pertains to the NGVD 29 superseded value.
 DN0464
 DN0464.Click photographs - Photos may exist for this station.
 DN0464
 DN0464;                    North         East    Units  Estimated Accuracy
 DN0464;SPC OK S     -    72,350.      722,740.      MT  (+/- 180 meters Scaled)
 DN0464
 DN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC150621(NAD 83)
 DN0464
 DN0464                          SUPERSEDED SURVEY CONTROL
 DN0464
 DN0464  NGVD 29 (??/??/??)  216.23   (m)          709.4    (f) RESET       3  
 DN0464
 DN0464.Superseded values are not recommended for survey control.
 DN0464
 DN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0464.See file dsdata.pdf to determine how the superseded data were derived.
 DN0464
 DN0464_MARKER: DB = BENCH MARK DISK
 DN0464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0464_SP_SET: CULVERT HEADWALL
 DN0464_STAMPING: J 61 RESET 1957
 DN0464_MARK LOGO: CGS
 DN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0464+STABILITY: SURFACE MOTION
 DN0464
 DN0464  HISTORY     - Date     Condition        Report By
 DN0464  HISTORY     - 1957     MONUMENTED       CGS
 DN0464  HISTORY     - 1978     MARK NOT FOUND   USGS
 DN0464
 DN0464                          STATION DESCRIPTION
 DN0464
 DN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DN0464'3.0 MI SE FROM KINGSTON.
 DN0464'ABOUT 3.0 MILES SOUTHEAST ALONG THE ST.LOUIS AND SAN FRANCISCO RAILWAY
 DN0464'FROM KINGSTON, ABOUT 80 FEET NORTH OF THE TRACK, 24 FEET SOUTH, 3 FEET
 DN0464'EAST AND 3.9 FEET LOWER THAN THE CENTER OF STATE HIGHWAY 70A AT A
 DN0464'SMALL CONCRETE CULVERT.  IN THE EAST END OF THE SOUTH HEADWALL. NOTE--
 DN0464'USE WITH CAUTION.
 DN0464
 DN0464                          STATION RECOVERY (1978)
 DN0464
 DN0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DN0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0348 ***********************************************************************
 GG0348  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0348  DESIGNATION -  J 62 RESET
 GG0348  PID         -  GG0348
 GG0348  STATE/COUNTY-  OK/MAYES
 GG0348  COUNTRY     -  US
 GG0348  USGS QUAD   -  PRYOR (2019)
 GG0348
 GG0348                         *CURRENT SURVEY CONTROL
 GG0348  ______________________________________________________________________
 GG0348* NAD 83(2011) POSITION- 36 22 16.53901(N) 095 17 43.84577(W)   ADJUSTED
 GG0348* NAD 83(2011) ELLIP HT-   168.100 (meters)        (01/29/24)   ADJUSTED
 GG0348* NAD 83(2011) EPOCH   -  2010.00
 GG0348* NAVD 88 ORTHO HEIGHT -   197.29  (meters)      647.3   (feet) GPS OBS
 GG0348  ______________________________________________________________________
 GG0348  GEOID HEIGHT    -        -29.185 (meters)                     GEOID18
 GG0348  NAD 83(2011) X  -   -474,551.211 (meters)                     COMP
 GG0348  NAD 83(2011) Y  - -5,119,866.296 (meters)                     COMP
 GG0348  NAD 83(2011) Z  -  3,761,540.949 (meters)                     COMP
 GG0348  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 GG0348
 GG0348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0348  Standards:
 GG0348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0348  -------------------------------------------------------------------
 GG0348  NETWORK    0.56   0.92           0.24   0.22   0.47      0.01558804
 GG0348  -------------------------------------------------------------------
 GG0348  Click here for local accuracies and other accuracy information.
 GG0348
 GG0348.The horizontal coordinates were established by GPS observations
 GG0348.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0348
 GG0348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0348.been affixed to the stable North American tectonic plate. See 
 GG0348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0348
 GG0348.The horizontal coordinates are valid at the epoch date displayed above
 GG0348.which is a decimal equivalence of Year/Month/Day.
 GG0348
 GG0348.The orthometric height was determined by GPS observations and a
 GG0348.high-resolution geoid model using precise GPS observation and
 GG0348.processing techniques.
 GG0348
 GG0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0348.GEOID18 height accuracy estimate available here.
 GG0348
 GG0348.Click photographs - Photos may exist for this station.
 GG0348
 GG0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0348
 GG0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0348
 GG0348.The ellipsoidal height was determined by GPS observations
 GG0348.and is referenced to NAD 83.
 GG0348
 GG0348. The following values were computed from the NAD 83(2011) position.
 GG0348
 GG0348;                    North         East     Units Scale Factor Converg.
 GG0348;SPC OK N     -   155,526.364   842,655.381   MT  0.99995171   +1 35 45.8
 GG0348;SPC OK N     -   510,256.08  2,764,611.86   sFT  0.99995171   +1 35 45.8
 GG0348;UTM  15      - 4,027,575.077   294,068.469   MT  1.00012253   -1 21 42.3
 GG0348
 GG0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0348!SPC OK N     -   0.99997362  x   0.99995171  =   0.99992533
 GG0348!UTM  15      -   0.99997362  x   1.00012253  =   1.00009615
 GG0348
 GG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9406827575(NAD 83)
 GG0348
 GG0348                          SUPERSEDED SURVEY CONTROL
 GG0348
 GG0348  NAVD 88 (05/21/03)  197.29   (m)          647.3    (f) RESET       3  
 GG0348
 GG0348.Superseded values are not recommended for survey control.
 GG0348
 GG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0348.See file dsdata.pdf to determine how the superseded data were derived.
 GG0348
 GG0348_MARKER: DB = BENCH MARK DISK
 GG0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0348_SP_SET: OVERPASS
 GG0348_STAMPING: J 62 RESET 1939
 GG0348_MARK LOGO: CGS
 GG0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0348+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2024
 GG0348
 GG0348  HISTORY     - Date     Condition        Report By
 GG0348  HISTORY     - 1939     MONUMENTED       OKDH
 GG0348  HISTORY     - 1960     GOOD             CGS
 GG0348  HISTORY     - 20240102 GOOD             OKDOT
 GG0348
 GG0348                          STATION DESCRIPTION
 GG0348
 GG0348'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1939
 GG0348'4.7 MI S FROM ADAIR.
 GG0348'ABOUT 4.7 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GG0348'THE STATION AT ADAIR, MAYES COUNTY, ABOUT 4-1/2 POLES SOUTH OF
 GG0348'MILEPOST 459, AT THE SOUTH ABUTMENT OF THE RECONSTRUCTED OVERPASS
 GG0348'OVER U.S. HIGHWAY 69, IN THE TOP OF THE SOUTH END OF THE EAST WING,
 GG0348'8.5 FEET EAST OF THE NEAREST RAIL, AND FLUSH WITH THE TOP OF THE
 GG0348'WING.  A STANDARD DISK, STAMPED J 62 RESET 1939.
 GG0348
 GG0348                          STATION RECOVERY (1960)
 GG0348
 GG0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0348'RECOVERED IN GOOD CONDITION.
 GG0348
 GG0348                          STATION RECOVERY (2024)
 GG0348
 GG0348'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 GG0348'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0356 ***********************************************************************
 GG0356  DESIGNATION -  J 63
 GG0356  PID         -  GG0356
 GG0356  STATE/COUNTY-  OK/MAYES
 GG0356  COUNTRY     -  US
 GG0356  USGS QUAD   -  SPAVINAW (2019)
 GG0356
 GG0356                         *CURRENT SURVEY CONTROL
 GG0356  ______________________________________________________________________
 GG0356* NAD 83(1986) POSITION- 36 24 31.     (N) 095 02 14.     (W)   SCALED
 GG0356* NAVD 88 ORTHO HEIGHT -   269.110 (meters)      882.91  (feet) ADJUSTED
 GG0356  ______________________________________________________________________
 GG0356  GEOID HEIGHT    -        -29.032 (meters)                     GEOID18
 GG0356  DYNAMIC HEIGHT  -        268.880 (meters)      882.15  (feet) COMP
 GG0356  MODELED GRAVITY -    979,770.8   (mgal)                       NAVD 88
 GG0356
 GG0356  VERT ORDER      -  SECOND    CLASS 0
 GG0356
 GG0356.The horizontal coordinates were scaled from a map and have
 GG0356.an estimated accuracy of +/- 6 seconds.
 GG0356
 GG0356.The orthometric height was determined by differential leveling and
 GG0356.adjusted by the NATIONAL GEODETIC SURVEY
 GG0356.in June 1991.
 GG0356
 GG0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0356.GEOID18 height accuracy estimate available here.
 GG0356
 GG0356.Click photographs - Photos may exist for this station.
 GG0356
 GG0356.The dynamic height is computed by dividing the NAVD 88
 GG0356.geopotential number by the normal gravity value computed on the
 GG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0356.degrees latitude (g = 980.6199 gals.).
 GG0356
 GG0356.The modeled gravity was interpolated from observed gravity values.
 GG0356
 GG0356;                    North         East    Units  Estimated Accuracy
 GG0356;SPC OK N     -   160,350.      865,700.      MT  (+/- 180 meters Scaled)
 GG0356
 GG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA173311(NAD 83)
 GG0356
 GG0356                          SUPERSEDED SURVEY CONTROL
 GG0356
 GG0356  NGVD 29 (??/??/92)  268.984  (m)          882.49   (f) ADJ UNCH    2 0
 GG0356
 GG0356.Superseded values are not recommended for survey control.
 GG0356
 GG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0356.See file dsdata.pdf to determine how the superseded data were derived.
 GG0356
 GG0356_MARKER: DB = BENCH MARK DISK
 GG0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0356_STAMPING: J 63 1934
 GG0356_MARK LOGO: CGS
 GG0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0356+STABILITY: SURFACE MOTION
 GG0356
 GG0356  HISTORY     - Date     Condition        Report By
 GG0356  HISTORY     - 1934     MONUMENTED       CGS
 GG0356  HISTORY     - 1960     GOOD             CGS
 GG0356  HISTORY     - 1971     MARK NOT FOUND   NGS
 GG0356
 GG0356                          STATION DESCRIPTION
 GG0356
 GG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0356'2.2 MI NE FROM SPAVINAW.
 GG0356'THIS MARK RECOVERED AS DESCRIBED, ABOUT 0.55 MILE EAST OF THE
 GG0356'JUNCTION OF STATE HIGHWAYS 20 AND 82 AND IS ABOUT 2 1/2 FEET
 GG0356'SOUTH OF THE SOUTHWEST CORNER OF A FARMYARD.
 GG0356
 GG0356                          STATION RECOVERY (1971)
 GG0356
 GG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GG0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0551 ***********************************************************************
 EK0551  DESIGNATION -  J 63
 EK0551  PID         -  EK0551
 EK0551  STATE/COUNTY-  OK/CHOCTAW
 EK0551  COUNTRY     -  US
 EK0551  USGS QUAD   -  HUGO (2019)
 EK0551
 EK0551                         *CURRENT SURVEY CONTROL
 EK0551  ______________________________________________________________________
 EK0551* NAD 83(1986) POSITION- 34 06 48.     (N) 095 33 25.     (W)   SCALED
 EK0551* NAVD 88 ORTHO HEIGHT -   150.383 (meters)      493.38  (feet) ADJUSTED
 EK0551  ______________________________________________________________________
 EK0551  GEOID HEIGHT    -        -29.642 (meters)                     GEOID18
 EK0551  DYNAMIC HEIGHT  -        150.220 (meters)      492.85  (feet) COMP
 EK0551  MODELED GRAVITY -    979,550.3   (mgal)                       NAVD 88
 EK0551
 EK0551  VERT ORDER      -  SECOND    CLASS 0
 EK0551
 EK0551.The horizontal coordinates were scaled from a map and have
 EK0551.an estimated accuracy of +/- 6 seconds.
 EK0551
 EK0551.The orthometric height was determined by differential leveling and
 EK0551.adjusted by the NATIONAL GEODETIC SURVEY
 EK0551.in June 1991.
 EK0551
 EK0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0551.GEOID18 height accuracy estimate available here.
 EK0551
 EK0551.Click photographs - Photos may exist for this station.
 EK0551
 EK0551.The dynamic height is computed by dividing the NAVD 88
 EK0551.geopotential number by the normal gravity value computed on the
 EK0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0551.degrees latitude (g = 980.6199 gals.).
 EK0551
 EK0551.The modeled gravity was interpolated from observed gravity values.
 EK0551
 EK0551;                    North         East    Units  Estimated Accuracy
 EK0551;SPC OK S     -    89,250.      825,370.      MT  (+/- 180 meters Scaled)
 EK0551
 EK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT641776(NAD 83)
 EK0551
 EK0551                          SUPERSEDED SURVEY CONTROL
 EK0551
 EK0551  NGVD 29 (??/??/92)  150.309  (m)          493.14   (f) ADJ UNCH    2 0
 EK0551
 EK0551.Superseded values are not recommended for survey control.
 EK0551
 EK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0551.See file dsdata.pdf to determine how the superseded data were derived.
 EK0551
 EK0551_MARKER: DB = BENCH MARK DISK
 EK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0551_STAMPING: J 63 1934
 EK0551_MARK LOGO: CGS
 EK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0551+STABILITY: SURFACE MOTION
 EK0551
 EK0551  HISTORY     - Date     Condition        Report By
 EK0551  HISTORY     - 1934     MONUMENTED       CGS
 EK0551  HISTORY     - 1943     GOOD             CGS
 EK0551  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0551
 EK0551                          STATION DESCRIPTION
 EK0551
 EK0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EK0551'7.7 MI N FROM HUGO.
 EK0551'7.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0551'THE STATION AT HUGO, CHOCTAW COUNTY, AT THE STATION AT SPEER,
 EK0551'ABOUT 1 POLE NORTH OF THE FIFTEENTH POLE SOUTH OF MILEPOST 551,
 EK0551'AT A ROAD CROSSING, 40 FEET SOUTH OF THE ROAD, 30 FEET EAST OF
 EK0551'THE TRACK, AND IN LINE WITH THE FENCE.  A STANDARD DISK, STAMPED
 EK0551'J 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0551
 EK0551                          STATION RECOVERY (1967)
 EK0551
 EK0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0339 ***********************************************************************
 DM0339  DESIGNATION -  J 65
 DM0339  PID         -  DM0339
 DM0339  STATE/COUNTY-  OK/MCCURTAIN
 DM0339  COUNTRY     -  US
 DM0339  USGS QUAD   -  HAWORTH (2019)
 DM0339
 DM0339                         *CURRENT SURVEY CONTROL
 DM0339  ______________________________________________________________________
 DM0339* NAD 83(1986) POSITION- 33 50 49.     (N) 094 41 15.     (W)   SCALED
 DM0339* NAVD 88 ORTHO HEIGHT -   124.341 (meters)      407.94  (feet) ADJUSTED
 DM0339  ______________________________________________________________________
 DM0339  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 DM0339  DYNAMIC HEIGHT  -        124.214 (meters)      407.53  (feet) COMP
 DM0339  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 DM0339
 DM0339  VERT ORDER      -  FIRST     CLASS II
 DM0339
 DM0339.The horizontal coordinates were scaled from a map and have
 DM0339.an estimated accuracy of +/- 6 seconds.
 DM0339
 DM0339.The orthometric height was determined by differential leveling and
 DM0339.adjusted by the NATIONAL GEODETIC SURVEY
 DM0339.in June 1991.
 DM0339
 DM0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0339.GEOID18 height accuracy estimate available here.
 DM0339
 DM0339.Click photographs - Photos may exist for this station.
 DM0339
 DM0339.The dynamic height is computed by dividing the NAVD 88
 DM0339.geopotential number by the normal gravity value computed on the
 DM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0339.degrees latitude (g = 980.6199 gals.).
 DM0339
 DM0339.The modeled gravity was interpolated from observed gravity values.
 DM0339
 DM0339;                    North         East    Units  Estimated Accuracy
 DM0339;SPC OK S     -    62,000.      906,520.      MT  (+/- 180 meters Scaled)
 DM0339
 DM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT438464(NAD 83)
 DM0339
 DM0339                          SUPERSEDED SURVEY CONTROL
 DM0339
 DM0339  NGVD 29 (??/??/92)  124.328  (m)          407.90   (f) ADJ UNCH    1 2
 DM0339
 DM0339.Superseded values are not recommended for survey control.
 DM0339
 DM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0339.See file dsdata.pdf to determine how the superseded data were derived.
 DM0339
 DM0339_MARKER: DB = BENCH MARK DISK
 DM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0339_STAMPING: J 65 1934
 DM0339_MARK LOGO: CGS
 DM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0339+STABILITY: SURFACE MOTION
 DM0339
 DM0339  HISTORY     - Date     Condition        Report By
 DM0339  HISTORY     - 1934     MONUMENTED       CGS
 DM0339  HISTORY     - 1950     MARK NOT FOUND   USGS
 DM0339
 DM0339                          STATION DESCRIPTION
 DM0339
 DM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0339'1.9 MI W FROM HAWORTH.
 DM0339'1.9 MILES WEST OF HAWORTH ST. L. AND S. F. STATION MILEPOST 611/20. AT
 DM0339'ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  IN SWAMP AND LOW LAND.
 DM0339'25 FEET SOUTH OF TRACK.  20 FEET WEST OF THE CENTERLINE OF CROSSING
 DM0339'IN FENCE LINE.
 DM0339
 DM0339                          STATION RECOVERY (1950)
 DM0339
 DM0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 DM0339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0425 ***********************************************************************
 EK0425  DESIGNATION -  J 66
 EK0425  PID         -  EK0425
 EK0425  STATE/COUNTY-  OK/PUSHMATAHA
 EK0425  COUNTRY     -  US
 EK0425  USGS QUAD   -  KIAMICHI (2019)
 EK0425
 EK0425                         *CURRENT SURVEY CONTROL
 EK0425  ______________________________________________________________________
 EK0425* NAD 83(1986) POSITION- 34 37 50.     (N) 095 10 57.     (W)   SCALED
 EK0425* NAVD 88 ORTHO HEIGHT -   183.549 (meters)      602.19  (feet) ADJUSTED
 EK0425  ______________________________________________________________________
 EK0425  GEOID HEIGHT    -        -31.646 (meters)                     GEOID18
 EK0425  DYNAMIC HEIGHT  -        183.351 (meters)      601.54  (feet) COMP
 EK0425  MODELED GRAVITY -    979,556.3   (mgal)                       NAVD 88
 EK0425
 EK0425  VERT ORDER      -  SECOND    CLASS 0
 EK0425
 EK0425.The horizontal coordinates were scaled from a map and have
 EK0425.an estimated accuracy of +/- 6 seconds.
 EK0425
 EK0425.The orthometric height was determined by differential leveling and
 EK0425.adjusted by the NATIONAL GEODETIC SURVEY
 EK0425.in June 1991.
 EK0425
 EK0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0425.GEOID18 height accuracy estimate available here.
 EK0425
 EK0425.Click photographs - Photos may exist for this station.
 EK0425
 EK0425.The dynamic height is computed by dividing the NAVD 88
 EK0425.geopotential number by the normal gravity value computed on the
 EK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0425.degrees latitude (g = 980.6199 gals.).
 EK0425
 EK0425.The modeled gravity was interpolated from observed gravity values.
 EK0425
 EK0425;                    North         East    Units  Estimated Accuracy
 EK0425;SPC OK S     -   147,500.      858,310.      MT  (+/- 180 meters Scaled)
 EK0425
 EK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU999342(NAD 83)
 EK0425
 EK0425                          SUPERSEDED SURVEY CONTROL
 EK0425
 EK0425  NGVD 29 (??/??/92)  183.449  (m)          601.87   (f) ADJ UNCH    2 0
 EK0425
 EK0425.Superseded values are not recommended for survey control.
 EK0425
 EK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0425.See file dsdata.pdf to determine how the superseded data were derived.
 EK0425
 EK0425_MARKER: DB = BENCH MARK DISK
 EK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0425_STAMPING: J 66 1934
 EK0425_MARK LOGO: CGS
 EK0425_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0425+STABILITY: SURFACE MOTION
 EK0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0425+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 EK0425
 EK0425  HISTORY     - Date     Condition        Report By
 EK0425  HISTORY     - 1934     MONUMENTED       CGS
 EK0425  HISTORY     - 19940311 GOOD             NGS
 EK0425
 EK0425                          STATION DESCRIPTION
 EK0425
 EK0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0425'AT KIAMICHI.
 EK0425'AT KIAMICHI, PUSHMATAHA COUNTY, ABOUT 12 FEET SOUTHWEST OF ST.
 EK0425'LOUIS-SAN FRANCISCO RAILWAY MILEPOST 496, EAST OF A CROSSING, AND
 EK0425'ABOUT 50 FEET NORTHEAST OF A SWITCH STAND.  A STANDARD DISK,
 EK0425'STAMPED J 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0425
 EK0425                          STATION RECOVERY (1994)
 EK0425
 EK0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EK0425'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK0425'IN CLAYTON, THENCE 13.4 KM (8.30 MI) EASTERLY ALONG U.S. HIGHWAY 271,
 EK0425'THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A PAVED ROAD AND GRAVELED
 EK0425'ROAD, 18.9 M (62.0 FT) EAST OF THE ROAD CENTER, 14.8 M (48.6 FT) EAST
 EK0425'OF A FENCE, 10.1 M (33.1 FT) NORTHWEST OF THE CENTER OF AN OLD
 EK0425'RAILROAD GRADE AND A FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 EK0425'ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 EK0425'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0334 ***********************************************************************
 FH0334  DESIGNATION -  J 67
 FH0334  PID         -  FH0334
 FH0334  STATE/COUNTY-  OK/LE FLORE
 FH0334  COUNTRY     -  US
 FH0334  USGS QUAD   -  POTEAU WEST (2018)
 FH0334
 FH0334                         *CURRENT SURVEY CONTROL
 FH0334  ______________________________________________________________________
 FH0334* NAD 83(1986) POSITION- 35 03 02.     (N) 094 37 35.     (W)   SCALED
 FH0334* NAVD 88 ORTHO HEIGHT -   147.776 (meters)      484.83  (feet) ADJUSTED
 FH0334  ______________________________________________________________________
 FH0334  GEOID HEIGHT    -        -31.350 (meters)                     GEOID18
 FH0334  DYNAMIC HEIGHT  -        147.627 (meters)      484.34  (feet) COMP
 FH0334  MODELED GRAVITY -    979,627.1   (mgal)                       NAVD 88
 FH0334
 FH0334  VERT ORDER      -  SECOND    CLASS 0
 FH0334
 FH0334.The horizontal coordinates were scaled from a map and have
 FH0334.an estimated accuracy of +/- 6 seconds.
 FH0334
 FH0334.The orthometric height was determined by differential leveling and
 FH0334.adjusted by the NATIONAL GEODETIC SURVEY
 FH0334.in June 1991.
 FH0334
 FH0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0334.GEOID18 height accuracy estimate available here.
 FH0334
 FH0334.Click photographs - Photos may exist for this station.
 FH0334
 FH0334.The dynamic height is computed by dividing the NAVD 88
 FH0334.geopotential number by the normal gravity value computed on the
 FH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0334.degrees latitude (g = 980.6199 gals.).
 FH0334
 FH0334.The modeled gravity was interpolated from observed gravity values.
 FH0334
 FH0334;                    North         East    Units  Estimated Accuracy
 FH0334;SPC OK S     -   195,630.      907,710.      MT  (+/- 180 meters Scaled)
 FH0334
 FH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU516798(NAD 83)
 FH0334
 FH0334                          SUPERSEDED SURVEY CONTROL
 FH0334
 FH0334  NGVD 29 (??/??/92)  147.669  (m)          484.48   (f) ADJ UNCH    2 0
 FH0334
 FH0334.Superseded values are not recommended for survey control.
 FH0334
 FH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0334.See file dsdata.pdf to determine how the superseded data were derived.
 FH0334
 FH0334_MARKER: DB = BENCH MARK DISK
 FH0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0334_SP_SET: BRIDGE HEADWALL
 FH0334_STAMPING: J 67 1934
 FH0334_MARK LOGO: CGS
 FH0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0334
 FH0334  HISTORY     - Date     Condition        Report By
 FH0334  HISTORY     - 1934     MONUMENTED       CGS
 FH0334  HISTORY     - 1959     GOOD             CGS
 FH0334
 FH0334                          STATION DESCRIPTION
 FH0334
 FH0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0334'AT POTEAU.
 FH0334'AT THE SOUTH EDGE OF POTEAU, LE FLORE COUNTY, ON THE ST.
 FH0334'LOUIS-SAN FRANCISCO RAILWAY, ABOUT 2 POLES SOUTH OF THE
 FH0334'TWENTYFIFTH POLE SOUTH OF MILEPOST 444, AT A CONCRETE BRIDGE,
 FH0334'AND IN THE TOP OF THE WEST CONCRETE HEADWALL.  A STANDARD DISK,
 FH0334'STAMPED J 67 1934.  NOTE-- THE MARK WAS RECOVERED ABOUT 4 POLES
 FH0334'NORTH OF MILEPOST 445 AND IS ABOUT DUE SOUTHEAST ACROSS THE
 FH0334'STREET FROM THE HOUSE AT 700 FRONT STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0408 ***********************************************************************
 FH0408  DESIGNATION -  J 69
 FH0408  PID         -  FH0408
 FH0408  STATE/COUNTY-  OK/ADAIR
 FH0408  COUNTRY     -  US
 FH0408  USGS QUAD   -  WESTVILLE (2019)
 FH0408
 FH0408                         *CURRENT SURVEY CONTROL
 FH0408  ______________________________________________________________________
 FH0408* NAD 83(1986) POSITION- 35 58 26.     (N) 094 34 24.     (W)   SCALED
 FH0408* NAVD 88 ORTHO HEIGHT -   327.200 (meters)     1073.49  (feet) ADJUSTED
 FH0408  ______________________________________________________________________
 FH0408  GEOID HEIGHT    -        -28.548 (meters)                     GEOID18
 FH0408  DYNAMIC HEIGHT  -        326.905 (meters)     1072.52  (feet) COMP
 FH0408  MODELED GRAVITY -    979,724.6   (mgal)                       NAVD 88
 FH0408
 FH0408  VERT ORDER      -  SECOND    CLASS 0
 FH0408
 FH0408.The horizontal coordinates were scaled from a map and have
 FH0408.an estimated accuracy of +/- 6 seconds.
 FH0408
 FH0408.The orthometric height was determined by differential leveling and
 FH0408.adjusted by the NATIONAL GEODETIC SURVEY
 FH0408.in June 1991.
 FH0408
 FH0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0408.GEOID18 height accuracy estimate available here.
 FH0408
 FH0408.Click photographs - Photos may exist for this station.
 FH0408
 FH0408.The dynamic height is computed by dividing the NAVD 88
 FH0408.geopotential number by the normal gravity value computed on the
 FH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0408.degrees latitude (g = 980.6199 gals.).
 FH0408
 FH0408.The modeled gravity was interpolated from observed gravity values.
 FH0408
 FH0408;                    North         East    Units  Estimated Accuracy
 FH0408;SPC OK N     -   113,510.      908,980.      MT  (+/- 180 meters Scaled)
 FH0408
 FH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV581821(NAD 83)
 FH0408
 FH0408                          SUPERSEDED SURVEY CONTROL
 FH0408
 FH0408  NGVD 29 (??/??/92)  327.042  (m)         1072.97   (f) ADJ UNCH    2 0
 FH0408
 FH0408.Superseded values are not recommended for survey control.
 FH0408
 FH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0408.See file dsdata.pdf to determine how the superseded data were derived.
 FH0408
 FH0408_MARKER: DB = BENCH MARK DISK
 FH0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0408_STAMPING: J 69 1934
 FH0408_MARK LOGO: CGS
 FH0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0408+STABILITY: SURFACE MOTION
 FH0408
 FH0408  HISTORY     - Date     Condition        Report By
 FH0408  HISTORY     - 1934     MONUMENTED       CGS
 FH0408  HISTORY     - 1960     GOOD             CGS
 FH0408
 FH0408                          STATION DESCRIPTION
 FH0408
 FH0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0408'1.3 MI S FROM WESTVILLE.
 FH0408'1.3 MILES SOUTH OF WESTVILLE K.C.S. RR DEPOT 1/2 MILE NORTH OF
 FH0408'MILEPOST 246 AT KANSAS CITY SOUTHERN RAILROAD CROSSING.  40 FEET
 FH0408'WEST OF TRACK, 60 FEET NORTH OF THE CENTERLINE OF CROSSING.
 FH0408
 FH0408                          STATION RECOVERY (1960)
 FH0408
 FH0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0047 ***********************************************************************
 FJ0047  DESIGNATION -  J 7
 FJ0047  PID         -  FJ0047
 FJ0047  STATE/COUNTY-  OK/OKFUSKEE
 FJ0047  COUNTRY     -  US
 FJ0047  USGS QUAD   -  OKEMAH (2018)
 FJ0047
 FJ0047                         *CURRENT SURVEY CONTROL
 FJ0047  ______________________________________________________________________
 FJ0047* NAD 83(1986) POSITION- 35 25 58.64   (N) 096 18 13.98   (W)   HD_HELD1
 FJ0047* NAVD 88 ORTHO HEIGHT -   278.416 (meters)      913.44  (feet) ADJUSTED
 FJ0047  ______________________________________________________________________
 FJ0047  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 FJ0047  DYNAMIC HEIGHT  -        278.152 (meters)      912.57  (feet) COMP
 FJ0047  MODELED GRAVITY -    979,678.3   (mgal)                       NAVD 88
 FJ0047
 FJ0047  VERT ORDER      -  FIRST     CLASS II
 FJ0047
 FJ0047.The horizontal coordinates were determined by differentially corrected
 FJ0047.hand held GPS observations or other comparable positioning techniques
 FJ0047.and have an estimated accuracy of +/- 3 meters.
 FJ0047
 FJ0047.The orthometric height was determined by differential leveling and
 FJ0047.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0047.in June 1991.
 FJ0047
 FJ0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0047.GEOID18 height accuracy estimate available here.
 FJ0047
 FJ0047.Click photographs - Photos may exist for this station.
 FJ0047
 FJ0047.The dynamic height is computed by dividing the NAVD 88
 FJ0047.geopotential number by the normal gravity value computed on the
 FJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0047.degrees latitude (g = 980.6199 gals.).
 FJ0047
 FJ0047.The modeled gravity was interpolated from observed gravity values.
 FJ0047
 FJ0047;                    North         East    Units  Estimated Accuracy
 FJ0047;SPC OK N     -    49,383.4     754,011.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0047
 FJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4475224397(NAD 83)
 FJ0047
 FJ0047                          SUPERSEDED SURVEY CONTROL
 FJ0047
 FJ0047  NGVD 29 (??/??/92)  278.294  (m)          913.04   (f) ADJ UNCH    1 2
 FJ0047
 FJ0047.Superseded values are not recommended for survey control.
 FJ0047
 FJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0047.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0047
 FJ0047_MARKER: DB = BENCH MARK DISK
 FJ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0047_STAMPING: 913.036 J 7 1933
 FJ0047_MARK LOGO: CGS
 FJ0047_PROJECTION: PROJECTING 91 CENTIMETERS
 FJ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0047+STABILITY: SURFACE MOTION
 FJ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0047+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 FJ0047
 FJ0047  HISTORY     - Date     Condition        Report By
 FJ0047  HISTORY     - 1933     MONUMENTED       CGS
 FJ0047  HISTORY     - 1934     GOOD             CGS
 FJ0047  HISTORY     - 1984     GOOD             NGS
 FJ0047  HISTORY     - 1988     GOOD             USPSQD
 FJ0047  HISTORY     - 1989     GOOD             USPSQD
 FJ0047  HISTORY     - 1990     GOOD             USPSQD
 FJ0047  HISTORY     - 20220705 GOOD             OKDOT
 FJ0047
 FJ0047                          STATION DESCRIPTION
 FJ0047
 FJ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0047'IN OKEMAH.
 FJ0047'IN OKEMAH AT THE SOUTH ENTRANCE TO THE OKFUSKEE COUNTY COURTHOUSE
 FJ0047'3 FEET E. OF THE DOOR AND 3 1/2 FEET ABOVE GROUND.
 FJ0047
 FJ0047                          STATION RECOVERY (1934)
 FJ0047
 FJ0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0047'RECOVERED IN GOOD CONDITION.
 FJ0047
 FJ0047                          STATION RECOVERY (1984)
 FJ0047
 FJ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0047'RECOVERED IN GOOD CONDITION.
 FJ0047
 FJ0047                          STATION RECOVERY (1988)
 FJ0047
 FJ0047'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0047'RECOVERED IN GOOD CONDITION.
 FJ0047
 FJ0047                          STATION RECOVERY (1989)
 FJ0047
 FJ0047'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0047'RECOVERED IN GOOD CONDITION.
 FJ0047
 FJ0047                          STATION RECOVERY (1990)
 FJ0047
 FJ0047'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0047'RECOVERED IN GOOD CONDITION.
 FJ0047
 FJ0047                          STATION RECOVERY (2022)
 FJ0047
 FJ0047'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0047'VERTICAL BENCH MARK ON THE COURTHOUSE.  RECOVERED IN GOOD CONDITION BY
 FJ0047'ODOT(BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0224 ***********************************************************************
 GG0224  DESIGNATION -  J 70
 GG0224  PID         -  GG0224
 GG0224  STATE/COUNTY-  OK/DELAWARE
 GG0224  COUNTRY     -  US
 GG0224  USGS QUAD   -  SOUTH WEST CITY (2017)
 GG0224
 GG0224                         *CURRENT SURVEY CONTROL
 GG0224  ______________________________________________________________________
 GG0224* NAD 83(1986) POSITION- 36 31 37.     (N) 094 37 05.     (W)   SCALED
 GG0224* NAVD 88 ORTHO HEIGHT -   288.415 (meters)      946.24  (feet) ADJUSTED
 GG0224  ______________________________________________________________________
 GG0224  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 GG0224  DYNAMIC HEIGHT  -        288.170 (meters)      945.44  (feet) COMP
 GG0224  MODELED GRAVITY -    979,775.0   (mgal)                       NAVD 88
 GG0224
 GG0224  VERT ORDER      -  SECOND    CLASS 0
 GG0224
 GG0224.The horizontal coordinates were scaled from a map and have
 GG0224.an estimated accuracy of +/- 6 seconds.
 GG0224
 GG0224.The orthometric height was determined by differential leveling and
 GG0224.adjusted by the NATIONAL GEODETIC SURVEY
 GG0224.in June 1991.
 GG0224
 GG0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0224.GEOID18 height accuracy estimate available here.
 GG0224
 GG0224.Click photographs - Photos may exist for this station.
 GG0224
 GG0224.The dynamic height is computed by dividing the NAVD 88
 GG0224.geopotential number by the normal gravity value computed on the
 GG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0224.degrees latitude (g = 980.6199 gals.).
 GG0224
 GG0224.The modeled gravity was interpolated from observed gravity values.
 GG0224
 GG0224;                    North         East    Units  Estimated Accuracy
 GG0224;SPC OK N     -   174,700.      902,820.      MT  (+/- 180 meters Scaled)
 GG0224
 GG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA551436(NAD 83)
 GG0224
 GG0224                          SUPERSEDED SURVEY CONTROL
 GG0224
 GG0224  NGVD 29 (??/??/92)  288.304  (m)          945.88   (f) ADJ UNCH    2 0
 GG0224
 GG0224.Superseded values are not recommended for survey control.
 GG0224
 GG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0224.See file dsdata.pdf to determine how the superseded data were derived.
 GG0224
 GG0224_MARKER: DB = BENCH MARK DISK
 GG0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0224_STAMPING: J 70 1934
 GG0224_MARK LOGO: CGS
 GG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0224+STABILITY: SURFACE MOTION
 GG0224
 GG0224  HISTORY     - Date     Condition        Report By
 GG0224  HISTORY     - 1934     MONUMENTED       CGS
 GG0224
 GG0224                          STATION DESCRIPTION
 GG0224
 GG0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0224'1.2 MI N FROM SOUTHWEST CITY.
 GG0224'IN DELAWARE COUNTY, OKLAHOMA, 1.2 MILES NORTH ALONG THE ST.
 GG0224'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT SOUTHWEST CITY,
 GG0224'MC DONALD COUNTY, MISSOURI, TWO POLES NORTH OF THE TWENTY-FIFTH
 GG0224'POLE NORTH OF MILEPOST 367 AND A CEMETERY, AT THE MISSOURI-OKLAHOMA
 GG0224'STATELINE, 25 FEET WEST OF THE TRACK, AND 50 FEET NORTHWEST OF A
 GG0224'STATE-LINE MARKER.  A STANDARD DISK, STAMPED J 70 1934 AND SET
 GG0224'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0369 ***********************************************************************
 GL0369  DESIGNATION -  J 71
 GL0369  PID         -  GL0369
 GL0369  STATE/COUNTY-  OK/CIMARRON
 GL0369  COUNTRY     -  US
 GL0369  USGS QUAD   -  KENTON SE (2018)
 GL0369
 GL0369                         *CURRENT SURVEY CONTROL
 GL0369  ______________________________________________________________________
 GL0369* NAD 83(1986) POSITION- 36 49 21.6    (N) 102 48 17.7    (W)   HD_HELD2
 GL0369* NAVD 88 ORTHO HEIGHT -  1351.691 (meters)     4434.67  (feet) ADJUSTED
 GL0369  ______________________________________________________________________
 GL0369  GEOID HEIGHT    -        -23.007 (meters)                     GEOID18
 GL0369  DYNAMIC HEIGHT  -       1350.186 (meters)     4429.74  (feet) COMP
 GL0369  MODELED GRAVITY -    979,470.6   (mgal)                       NAVD 88
 GL0369
 GL0369  VERT ORDER      -  SECOND    CLASS 0
 GL0369
 GL0369.The horizontal coordinates were established by autonomous hand held GPS
 GL0369.observations and have an estimated accuracy of +/- 10 meters.
 GL0369
 GL0369.The orthometric height was determined by differential leveling and
 GL0369.adjusted by the NATIONAL GEODETIC SURVEY
 GL0369.in June 1991.
 GL0369
 GL0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0369.GEOID18 height accuracy estimate available here.
 GL0369
 GL0369.Click photographs - Photos may exist for this station.
 GL0369
 GL0369.The dynamic height is computed by dividing the NAVD 88
 GL0369.geopotential number by the normal gravity value computed on the
 GL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0369.degrees latitude (g = 980.6199 gals.).
 GL0369
 GL0369.The modeled gravity was interpolated from observed gravity values.
 GL0369
 GL0369;                    North         East    Units  Estimated Accuracy
 GL0369;SPC OK N     -   212,844.      171,486.      MT  (+/- 10 meters HH2 GPS)
 GL0369
 GL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9577677448(NAD 83)
 GL0369
 GL0369                          SUPERSEDED SURVEY CONTROL
 GL0369
 GL0369.No superseded survey control is available for this station.
 GL0369
 GL0369_MARKER: DB = BENCH MARK DISK
 GL0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0369_STAMPING: J 71 1935
 GL0369_MARK LOGO: CGS
 GL0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0369+STABILITY: SURFACE MOTION
 GL0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0369+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 GL0369
 GL0369  HISTORY     - Date     Condition        Report By
 GL0369  HISTORY     - 1935     MONUMENTED       CGS
 GL0369  HISTORY     - 1939     GOOD             CGS
 GL0369  HISTORY     - 20071010 GOOD             INDIV
 GL0369
 GL0369                          STATION DESCRIPTION
 GL0369
 GL0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0369'12.1 MI NE FROM WHEELESS.
 GL0369'12.1 MI. N.E. OF ALONG ROAD TO BOISE CITY AND U.S. HWY NO. 64 (13.5
 GL0369'MI. E. OF KENTON) ABOUT 0.6 MI. S. OF A BRIDGE, 0.1 MI. N. OF A CATTLE
 GL0369'GUARD, AND 55 FT. E. OF THE CENTER LINE OF THE HWY, ON THE ROAD
 GL0369'BETWEEN KENTON, OKLA. AND JUNCTION OF U.S. 64 AND THE ROAD TO
 GL0369'WHEELESS, OKLA.
 GL0369
 GL0369                          STATION RECOVERY (1939)
 GL0369
 GL0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GL0369'RECOVERED IN GOOD CONDITION.
 GL0369
 GL0369                          STATION RECOVERY (2007)
 GL0369
 GL0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SGK)
 GL0369'FOUND IN GOOD CONDITION. 55 FEET EAST OF THE CENTER OF THE HIGHWAY, 10
 GL0369'FEET NORTH-NORTHWEST OF A POWER POLE, 7 FEET EAST OF A NORTH-SOUTH
 GL0369'FENCELINE. THE CATTLE GUARD HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0752 ***********************************************************************
 GK0752  DESIGNATION -  J 72
 GK0752  PID         -  GK0752
 GK0752  STATE/COUNTY-  OK/TEXAS
 GK0752  COUNTRY     -  US
 GK0752  USGS QUAD   -  HOUGH SW (2018)
 GK0752
 GK0752                         *CURRENT SURVEY CONTROL
 GK0752  ______________________________________________________________________
 GK0752* NAD 83(1986) POSITION- 36 45 46.     (N) 101 38 11.     (W)   SCALED
 GK0752* NAVD 88 ORTHO HEIGHT -  1002.562 (meters)     3289.24  (feet) ADJUSTED
 GK0752  ______________________________________________________________________
 GK0752  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 GK0752  DYNAMIC HEIGHT  -       1001.527 (meters)     3285.84  (feet) COMP
 GK0752  MODELED GRAVITY -    979,565.1   (mgal)                       NAVD 88
 GK0752
 GK0752  VERT ORDER      -  SECOND    CLASS 0
 GK0752
 GK0752.The horizontal coordinates were scaled from a map and have
 GK0752.an estimated accuracy of +/- 6 seconds.
 GK0752
 GK0752.The orthometric height was determined by differential leveling and
 GK0752.adjusted by the NATIONAL GEODETIC SURVEY
 GK0752.in June 1991.
 GK0752
 GK0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0752.GEOID18 height accuracy estimate available here.
 GK0752
 GK0752.Click photographs - Photos may exist for this station.
 GK0752
 GK0752.The dynamic height is computed by dividing the NAVD 88
 GK0752.geopotential number by the normal gravity value computed on the
 GK0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0752.degrees latitude (g = 980.6199 gals.).
 GK0752
 GK0752.The modeled gravity was interpolated from observed gravity values.
 GK0752
 GK0752;                    North         East    Units  Estimated Accuracy
 GK0752;SPC OK N     -   201,670.      275,390.      MT  (+/- 180 meters Scaled)
 GK0752
 GK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF646717(NAD 83)
 GK0752
 GK0752                          SUPERSEDED SURVEY CONTROL
 GK0752
 GK0752  NGVD 29 (??/??/92) 1002.118  (m)         3287.78   (f) ADJ UNCH    2 0
 GK0752
 GK0752.Superseded values are not recommended for survey control.
 GK0752
 GK0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0752.See file dsdata.pdf to determine how the superseded data were derived.
 GK0752
 GK0752_MARKER: DB = BENCH MARK DISK
 GK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0752_STAMPING: J 72 1935
 GK0752_MARK LOGO: CGS
 GK0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0752+STABILITY: SURFACE MOTION
 GK0752
 GK0752  HISTORY     - Date     Condition        Report By
 GK0752  HISTORY     - 1935     MONUMENTED       CGS
 GK0752  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0752
 GK0752                          STATION DESCRIPTION
 GK0752
 GK0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0752'13.0 MI SW FROM GUYMON.
 GK0752'13.0 MI. N.W. OF ALONG U.S. HWY. NO. 64 AT INTERSECRION OF CROSS ROAD
 GK0752'TO GOODWELL COLLEGE, 50 FT. N. OF THE CENTER LINE OF THE HWY., AND 2
 GK0752'FT. W. OF A TELEPHONE POLE.
 GK0752
 GK0752                          STATION RECOVERY (1973)
 GK0752
 GK0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0752'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0019 ***********************************************************************
 GL0019  DESIGNATION -  J 73
 GL0019  PID         -  GL0019
 GL0019  STATE/COUNTY-  OK/CIMARRON
 GL0019  COUNTRY     -  US
 GL0019  USGS QUAD   -  KEYES SW (2018)
 GL0019
 GL0019                         *CURRENT SURVEY CONTROL
 GL0019  ______________________________________________________________________
 GL0019* NAD 83(1986) POSITION- 36 45 43.     (N) 102 28 52.     (W)   SCALED
 GL0019* NAVD 88 ORTHO HEIGHT -  1262.705 (meters)     4142.72  (feet) ADJUSTED
 GL0019  ______________________________________________________________________
 GL0019  GEOID HEIGHT    -        -23.816 (meters)                     GEOID18
 GL0019  DYNAMIC HEIGHT  -       1261.324 (meters)     4138.19  (feet) COMP
 GL0019  MODELED GRAVITY -    979,493.9   (mgal)                       NAVD 88
 GL0019
 GL0019  VERT ORDER      -  SECOND    CLASS 0
 GL0019
 GL0019.The horizontal coordinates were scaled from a map and have
 GL0019.an estimated accuracy of +/- 6 seconds.
 GL0019
 GL0019.The orthometric height was determined by differential leveling and
 GL0019.adjusted by the NATIONAL GEODETIC SURVEY
 GL0019.in June 1991.
 GL0019
 GL0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0019.GEOID18 height accuracy estimate available here.
 GL0019
 GL0019.Click photographs - Photos may exist for this station.
 GL0019
 GL0019.The dynamic height is computed by dividing the NAVD 88
 GL0019.geopotential number by the normal gravity value computed on the
 GL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0019.degrees latitude (g = 980.6199 gals.).
 GL0019
 GL0019.The modeled gravity was interpolated from observed gravity values.
 GL0019
 GL0019;                    North         East    Units  Estimated Accuracy
 GL0019;SPC OK N     -   204,730.      200,030.      MT  (+/- 180 meters Scaled)
 GL0019
 GL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA248714(NAD 83)
 GL0019
 GL0019                          SUPERSEDED SURVEY CONTROL
 GL0019
 GL0019.No superseded survey control is available for this station.
 GL0019
 GL0019_MARKER: DB = BENCH MARK DISK
 GL0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0019_STAMPING: J 73 1935
 GL0019_MARK LOGO: CGS
 GL0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0019+STABILITY: SURFACE MOTION
 GL0019
 GL0019  HISTORY     - Date     Condition        Report By
 GL0019  HISTORY     - 1935     MONUMENTED       CGS
 GL0019  HISTORY     - 1971     MARK NOT FOUND   USGS
 GL0019
 GL0019                          STATION DESCRIPTION
 GL0019
 GL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0019'4.0 MI E FROM BOISE CITY.
 GL0019'4.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 90 FT. E. OF THE
 GL0019'CENTER LINE OF THE CROSS ROAD, 50 FT. S. OF THE CENTER LINE OF THE
 GL0019'HWY., AND 3 FT. W. OF A TELEGRAPH POLE, NEAR THE NORTHWEST CORNER OF
 GL0019'SECTION 1, T 3 N, R 5 E.  NOTE-- 1939 REPORT--HIGHWAY 64 HAS BEEN
 GL0019'RELOCATED.  THE MARK IS AT AN ORDINARY CROSSROADS.
 GL0019
 GL0019                          STATION RECOVERY (1971)
 GL0019
 GL0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GL0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0751 ***********************************************************************
 GK0751  DESIGNATION -  J 74
 GK0751  PID         -  GK0751
 GK0751  STATE/COUNTY-  OK/TEXAS
 GK0751  COUNTRY     -  US
 GK0751  USGS QUAD   -  HOUGH (2018)
 GK0751
 GK0751                         *CURRENT SURVEY CONTROL
 GK0751  ______________________________________________________________________
 GK0751* NAD 83(1986) POSITION- 36 45 44.     (N) 101 37 06.     (W)   SCALED
 GK0751* NAVD 88 ORTHO HEIGHT -   996.930 (meters)     3270.76  (feet) ADJUSTED
 GK0751  ______________________________________________________________________
 GK0751  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 GK0751  DYNAMIC HEIGHT  -        995.902 (meters)     3267.39  (feet) COMP
 GK0751  MODELED GRAVITY -    979,565.7   (mgal)                       NAVD 88
 GK0751
 GK0751  VERT ORDER      -  SECOND    CLASS 0
 GK0751
 GK0751.The horizontal coordinates were scaled from a map and have
 GK0751.an estimated accuracy of +/- 6 seconds.
 GK0751
 GK0751.The orthometric height was determined by differential leveling and
 GK0751.adjusted by the NATIONAL GEODETIC SURVEY
 GK0751.in June 1991.
 GK0751
 GK0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0751.GEOID18 height accuracy estimate available here.
 GK0751
 GK0751.Click photographs - Photos may exist for this station.
 GK0751
 GK0751.The dynamic height is computed by dividing the NAVD 88
 GK0751.geopotential number by the normal gravity value computed on the
 GK0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0751.degrees latitude (g = 980.6199 gals.).
 GK0751
 GK0751.The modeled gravity was interpolated from observed gravity values.
 GK0751
 GK0751;                    North         East    Units  Estimated Accuracy
 GK0751;SPC OK N     -   201,550.      277,000.      MT  (+/- 180 meters Scaled)
 GK0751
 GK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF662716(NAD 83)
 GK0751
 GK0751                          SUPERSEDED SURVEY CONTROL
 GK0751
 GK0751  NGVD 29 (??/??/92)  996.487  (m)         3269.31   (f) ADJ UNCH    2 0
 GK0751
 GK0751.Superseded values are not recommended for survey control.
 GK0751
 GK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0751.See file dsdata.pdf to determine how the superseded data were derived.
 GK0751
 GK0751_MARKER: DB = BENCH MARK DISK
 GK0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0751_STAMPING: J 74 1935
 GK0751_MARK LOGO: CGS
 GK0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0751+STABILITY: SURFACE MOTION
 GK0751
 GK0751  HISTORY     - Date     Condition        Report By
 GK0751  HISTORY     - 1935     MONUMENTED       CGS
 GK0751  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0751
 GK0751                          STATION DESCRIPTION
 GK0751
 GK0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0751'12.0 MI NW FROM GUYMON.
 GK0751'12.0 MI. N.W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 37 FT. E. OF
 GK0751'THE CENTER LINE OF THE CROSS ROAD, 50 FT. S. OF THE CENTER LINE OF THE
 GK0751'HWY., AND 2 FT. E. OF A FENCE CORNER.
 GK0751
 GK0751                          STATION RECOVERY (1973)
 GK0751
 GK0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0751'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0730 ***********************************************************************
 GK0730  DESIGNATION -  J 75 RESET
 GK0730  PID         -  GK0730
 GK0730  STATE/COUNTY-  OK/TEXAS
 GK0730  COUNTRY     -  US
 GK0730  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0730
 GK0730                         *CURRENT SURVEY CONTROL
 GK0730  ______________________________________________________________________
 GK0730* NAD 83(1986) POSITION- 36 53 32.     (N) 101 54 06.     (W)   SCALED
 GK0730* NAVD 88 ORTHO HEIGHT -  1101.14  (+/-2cm)     3612.7   (feet) VERTCON3
 GK0730  ______________________________________________________________________
 GK0730  GEOID HEIGHT    -        -25.150 (meters)                     GEOID18
 GK0730  VERT ORDER      -  THIRD (See Below)
 GK0730
 GK0730.The horizontal coordinates were scaled from a map and have
 GK0730.an estimated accuracy of +/- 6 seconds.
 GK0730
 GK0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0730
 GK0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0730.GEOID18 height accuracy estimate available here.
 GK0730
 GK0730.The vertical order pertains to the NGVD 29 superseded value.
 GK0730
 GK0730.Click photographs - Photos may exist for this station.
 GK0730
 GK0730;                    North         East    Units  Estimated Accuracy
 GK0730;SPC OK N     -   216,940.      252,300.      MT  (+/- 180 meters Scaled)
 GK0730
 GK0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF414868(NAD 83)
 GK0730
 GK0730                          SUPERSEDED SURVEY CONTROL
 GK0730
 GK0730  NGVD 29 (??/??/??) 1100.66   (m)         3611.1    (f) RESET       3  
 GK0730
 GK0730.Superseded values are not recommended for survey control.
 GK0730
 GK0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0730.See file dsdata.pdf to determine how the superseded data were derived.
 GK0730
 GK0730_MARKER: DB = BENCH MARK DISK
 GK0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0730_STAMPING: J 75 RESET 1955
 GK0730_MARK LOGO: CGS
 GK0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0730+STABILITY: SURFACE MOTION
 GK0730
 GK0730  HISTORY     - Date     Condition        Report By
 GK0730  HISTORY     - 1955     MONUMENTED       CGS
 GK0730
 GK0730                          STATION DESCRIPTION
 GK0730
 GK0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GK0730'7.6 MI S FROM ELKHART, KANSAS.
 GK0730'ABOUT 7.6 MILES SOUTH ALONG OKLAHOMA STATE HIGHWAY NO. 95, FROM THE
 GK0730'MAIN STREET IN ELKHART, MORTON COUNTY, KANSAS, IN THE SOUTHEAST CORNER
 GK0730'OF THE INTERSECTION OF THE HIGHWAY WITH A COUNTY ROAD, ABOUT 90 FEET
 GK0730'EAST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE
 GK0730'OF THE COUNTY ROAD, IN THE POWER POLE LINE AND ABOUT 50 YARDS
 GK0730'NORTHWEST OF THE TWO STORY FARM HOME OF MR. BREWER. A STANDARD DISK
 GK0730'STAMPED J 75 RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS
 GK0730'ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0306 ***********************************************************************
 FH0306  DESIGNATION -  J 76
 FH0306  PID         -  FH0306
 FH0306  STATE/COUNTY-  OK/SEQUOYAH
 FH0306  COUNTRY     -  US
 FH0306  USGS QUAD   -  MULDROW SW (2018)
 FH0306
 FH0306                         *CURRENT SURVEY CONTROL
 FH0306  ______________________________________________________________________
 FH0306* NAD 83(1986) POSITION- 35 21 41.     (N) 094 42 29.     (W)   SCALED
 FH0306* NAVD 88 ORTHO HEIGHT -   153.833 (meters)      504.70  (feet) ADJUSTED
 FH0306  ______________________________________________________________________
 FH0306  GEOID HEIGHT    -        -30.364 (meters)                     GEOID18
 FH0306  DYNAMIC HEIGHT  -        153.687 (meters)      504.22  (feet) COMP
 FH0306  MODELED GRAVITY -    979,685.0   (mgal)                       NAVD 88
 FH0306
 FH0306  VERT ORDER      -  SECOND    CLASS 0
 FH0306
 FH0306.The horizontal coordinates were scaled from a map and have
 FH0306.an estimated accuracy of +/- 6 seconds.
 FH0306
 FH0306.The orthometric height was determined by differential leveling and
 FH0306.adjusted by the NATIONAL GEODETIC SURVEY
 FH0306.in June 1991.
 FH0306
 FH0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0306.GEOID18 height accuracy estimate available here.
 FH0306
 FH0306.Click photographs - Photos may exist for this station.
 FH0306
 FH0306.The dynamic height is computed by dividing the NAVD 88
 FH0306.geopotential number by the normal gravity value computed on the
 FH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0306.degrees latitude (g = 980.6199 gals.).
 FH0306
 FH0306.The modeled gravity was interpolated from observed gravity values.
 FH0306
 FH0306;                    North         East    Units  Estimated Accuracy
 FH0306;SPC OK N     -    45,170.      899,140.      MT  (+/- 180 meters Scaled)
 FH0306
 FH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV448144(NAD 83)
 FH0306
 FH0306                          SUPERSEDED SURVEY CONTROL
 FH0306
 FH0306  NGVD 29 (??/??/92)  153.740  (m)          504.40   (f) ADJ UNCH    2 0
 FH0306
 FH0306.Superseded values are not recommended for survey control.
 FH0306
 FH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0306.See file dsdata.pdf to determine how the superseded data were derived.
 FH0306
 FH0306_MARKER: DR = REFERENCE MARK DISK
 FH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0306_STAMPING: J 76 1940
 FH0306_MARK LOGO: CGS
 FH0306_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0306+STABILITY: SURFACE MOTION
 FH0306
 FH0306  HISTORY     - Date     Condition        Report By
 FH0306  HISTORY     - 1940     MONUMENTED       CGS
 FH0306
 FH0306                          STATION DESCRIPTION
 FH0306
 FH0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0306'2.9 MI SW FROM GANS.
 FH0306'2.9 MILES SOUTHWEST OF RR STATION AT GANS.  TO REACH FROM RR
 FH0306'STATION AT GANS PROCEED SOUTH ON STREET IN GANS, GO 0.1 MILE,
 FH0306'TURN LEFT AT STREET INTERSECTION IN GANS AND FOLLOW GRADED DIRT
 FH0306'ROAD SOUTHEASTERLY, GO 0.3 MILE, TAKE RIGHT FORK AND FOLLOW
 FH0306'GRADED ROAD SOUTH, GO 1.5 MILES, TURN RIGHT AT CROSS ROADS,
 FH0306'GO WEST 1.0 MILE.  BENCH MARK IS ALONG GRADED COUNTY ROAD AT
 FH0306'CROSS ROADS, 57 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD,
 FH0306'19.6 FEET WEST OF NORTH-SOUTH ROAD, 17 FEET SOUTH OF A
 FH0306'12 INCH ELM TREE, 3 FEET SOUTH OF 4 X 4 INCH WOOD POST PAINTED
 FH0306'WHITE PROJECTING 18 INCHES, 2 FEET WEST OF A NORTH-SOUTH FENCE.
 FH0306'MONUMENT PROJECTS ABOUT 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0325 ***********************************************************************
 FH0325  DESIGNATION -  J 77
 FH0325  PID         -  FH0325
 FH0325  STATE/COUNTY-  OK/SEQUOYAH
 FH0325  COUNTRY     -  US
 FH0325  USGS QUAD   -  FORT COFFEE (2018)
 FH0325
 FH0325                         *CURRENT SURVEY CONTROL
 FH0325  ______________________________________________________________________
 FH0325* NAD 83(1986) POSITION- 35 20 02.     (N) 094 35 02.     (W)   SCALED
 FH0325* NAVD 88 ORTHO HEIGHT -   135.475 (meters)      444.47  (feet) ADJUSTED
 FH0325  ______________________________________________________________________
 FH0325  GEOID HEIGHT    -        -30.438 (meters)                     GEOID18
 FH0325  DYNAMIC HEIGHT  -        135.346 (meters)      444.05  (feet) COMP
 FH0325  MODELED GRAVITY -    979,680.0   (mgal)                       NAVD 88
 FH0325
 FH0325  VERT ORDER      -  SECOND    CLASS 0
 FH0325
 FH0325.The horizontal coordinates were scaled from a map and have
 FH0325.an estimated accuracy of +/- 6 seconds.
 FH0325
 FH0325.The orthometric height was determined by differential leveling and
 FH0325.adjusted by the NATIONAL GEODETIC SURVEY
 FH0325.in June 1991.
 FH0325
 FH0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0325.GEOID18 height accuracy estimate available here.
 FH0325
 FH0325.Click photographs - Photos may exist for this station.
 FH0325
 FH0325.The dynamic height is computed by dividing the NAVD 88
 FH0325.geopotential number by the normal gravity value computed on the
 FH0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0325.degrees latitude (g = 980.6199 gals.).
 FH0325
 FH0325.The modeled gravity was interpolated from observed gravity values.
 FH0325
 FH0325;                    North         East    Units  Estimated Accuracy
 FH0325;SPC OK N     -    42,510.      910,530.      MT  (+/- 180 meters Scaled)
 FH0325
 FH0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV560112(NAD 83)
 FH0325
 FH0325                          SUPERSEDED SURVEY CONTROL
 FH0325
 FH0325  NGVD 29 (??/??/92)  135.390  (m)          444.19   (f) ADJ UNCH    2 0
 FH0325
 FH0325.Superseded values are not recommended for survey control.
 FH0325
 FH0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0325.See file dsdata.pdf to determine how the superseded data were derived.
 FH0325
 FH0325_MARKER: DB = BENCH MARK DISK
 FH0325_SETTING: 66 = SET IN ROCK OUTCROP
 FH0325_STAMPING: J 77 1940
 FH0325_MARK LOGO: CGS
 FH0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0325+STABILITY: POSITION/ELEVATION WELL
 FH0325
 FH0325  HISTORY     - Date     Condition        Report By
 FH0325  HISTORY     - 1940     MONUMENTED       CGS
 FH0325  HISTORY     - 1964     MARK NOT FOUND   USGS
 FH0325
 FH0325                          STATION DESCRIPTION
 FH0325
 FH0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0325'4.5 MI NE FROM REDLAND.
 FH0325'4.5 MILES NORTHEAST OF KANSAS CITY SOUTHERN RR STATION IN
 FH0325'REDLAND.  TO REACH FROM RAILROAD STATION IN REDLAND PROCEED
 FH0325'NORTH ON GRAVELED ROAD, GO 2.0 MILES, TURN RIGHT (EAST) ONTO
 FH0325'GRAVELED ROAD, GO 0.5 MILE, CONTINUE STRAIGHT AHEAD (EAST) AT
 FH0325'T-INTERSECTION ONTO FARM TRAIL ALONG SECTION LINE, GO 2.0 MILES.
 FH0325'BENCH MARK IS NEAR THE END OF A GRADED DIRT NORTH-SOUTH ROAD,
 FH0325'102 FEET SOUTHEAST OF INTERSECTION OF ROAD AND TRAIL ALONG RIVER
 FH0325'BANK, 27 FEET NORTH OF BANK OF RIVER, IN DRILL HOLE, SET
 FH0325'HORIZONTALLY IN TOP OF SAND STONE OUTCROP.
 FH0325
 FH0325                          STATION RECOVERY (1964)
 FH0325
 FH0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FH0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0592 ***********************************************************************
 FH0592  DESIGNATION -  J 78
 FH0592  PID         -  FH0592
 FH0592  STATE/COUNTY-  OK/MUSKOGEE
 FH0592  COUNTRY     -  US
 FH0592  USGS QUAD   -  STIGLER WEST (2018)
 FH0592
 FH0592                         *CURRENT SURVEY CONTROL
 FH0592  ______________________________________________________________________
 FH0592* NAD 83(1986) POSITION- 35 21 44.     (N) 095 11 05.     (W)   SCALED
 FH0592* NAVD 88 ORTHO HEIGHT -   153.097 (meters)      502.29  (feet) ADJUSTED
 FH0592  ______________________________________________________________________
 FH0592  GEOID HEIGHT    -        -30.261 (meters)                     GEOID18
 FH0592  DYNAMIC HEIGHT  -        152.951 (meters)      501.81  (feet) COMP
 FH0592  MODELED GRAVITY -    979,683.2   (mgal)                       NAVD 88
 FH0592
 FH0592  VERT ORDER      -  SECOND    CLASS 0
 FH0592
 FH0592.The horizontal coordinates were scaled from a map and have
 FH0592.an estimated accuracy of +/- 6 seconds.
 FH0592
 FH0592.The orthometric height was determined by differential leveling and
 FH0592.adjusted by the NATIONAL GEODETIC SURVEY
 FH0592.in June 1991.
 FH0592
 FH0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0592.GEOID18 height accuracy estimate available here.
 FH0592
 FH0592.Click photographs - Photos may exist for this station.
 FH0592
 FH0592.The dynamic height is computed by dividing the NAVD 88
 FH0592.geopotential number by the normal gravity value computed on the
 FH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0592.degrees latitude (g = 980.6199 gals.).
 FH0592
 FH0592.The modeled gravity was interpolated from observed gravity values.
 FH0592
 FH0592;                    North         East    Units  Estimated Accuracy
 FH0592;SPC OK N     -    43,900.      855,840.      MT  (+/- 180 meters Scaled)
 FH0592
 FH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV015154(NAD 83)
 FH0592
 FH0592                          SUPERSEDED SURVEY CONTROL
 FH0592
 FH0592  NGVD 29 (??/??/92)  152.988  (m)          501.93   (f) ADJ UNCH    2 0
 FH0592
 FH0592.Superseded values are not recommended for survey control.
 FH0592
 FH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0592.See file dsdata.pdf to determine how the superseded data were derived.
 FH0592
 FH0592_MARKER: DB = BENCH MARK DISK
 FH0592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0592_SP_SET: CULVERT HEADWALL
 FH0592_STAMPING: J 78 1940
 FH0592_MARK LOGO: CGS
 FH0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0592+STABILITY: SURFACE MOTION
 FH0592
 FH0592  HISTORY     - Date     Condition        Report By
 FH0592  HISTORY     - 1940     MONUMENTED       CGS
 FH0592  HISTORY     - 1960     GOOD             CGS
 FH0592
 FH0592                          STATION DESCRIPTION
 FH0592
 FH0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0592'7.3 MI NE FROM BRIARTOWN.
 FH0592'RECOVERED AS DESCRIBED IN LITHOGRAPHED LIST REVISED 8-30-55.
 FH0592'REACHED FROM BRIARTOWN BY GOING NORTH FOR 2.5 MILES TO CROSSROADS,
 FH0592'TURN RIGHT AND GO EAST, SOUTHEAST AND EAST FOR ABOUT 2.25 MILES
 FH0592'TO POINT WHERE ROAD TURNS LEFT, TURN LEFT AND GO NORTH AND
 FH0592'NORTHEAST ON MAIN ROAD FOR 3.2 MILES TO MARK ON LEFT AT A
 FH0592'T-INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0732 ***********************************************************************
 FH0732  DESIGNATION -  J 79
 FH0732  PID         -  FH0732
 FH0732  STATE/COUNTY-  OK/WAGONER
 FH0732  COUNTRY     -  US
 FH0732  USGS QUAD   -  RED BIRD (2018)
 FH0732
 FH0732                         *CURRENT SURVEY CONTROL
 FH0732  ______________________________________________________________________
 FH0732* NAD 83(1986) POSITION- 35 56 39.     (N) 095 34 34.     (W)   SCALED
 FH0732* NAVD 88 ORTHO HEIGHT -   190.180 (meters)      623.95  (feet) ADJUSTED
 FH0732  ______________________________________________________________________
 FH0732  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 FH0732  DYNAMIC HEIGHT  -        190.011 (meters)      623.39  (feet) COMP
 FH0732  MODELED GRAVITY -    979,741.6   (mgal)                       NAVD 88
 FH0732
 FH0732  VERT ORDER      -  SECOND    CLASS 0
 FH0732
 FH0732.The horizontal coordinates were scaled from a map and have
 FH0732.an estimated accuracy of +/- 6 seconds.
 FH0732
 FH0732.The orthometric height was determined by differential leveling and
 FH0732.adjusted by the NATIONAL GEODETIC SURVEY
 FH0732.in June 1991.
 FH0732
 FH0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0732.GEOID18 height accuracy estimate available here.
 FH0732
 FH0732.Click photographs - Photos may exist for this station.
 FH0732
 FH0732.The dynamic height is computed by dividing the NAVD 88
 FH0732.geopotential number by the normal gravity value computed on the
 FH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0732.degrees latitude (g = 980.6199 gals.).
 FH0732
 FH0732.The modeled gravity was interpolated from observed gravity values.
 FH0732
 FH0732;                    North         East    Units  Estimated Accuracy
 FH0732;SPC OK N     -   107,490.      818,670.      MT  (+/- 180 meters Scaled)
 FH0732
 FH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV676808(NAD 83)
 FH0732
 FH0732                          SUPERSEDED SURVEY CONTROL
 FH0732
 FH0732  NGVD 29 (??/??/92)  190.067  (m)          623.58   (f) ADJ UNCH    2 0
 FH0732
 FH0732.Superseded values are not recommended for survey control.
 FH0732
 FH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0732.See file dsdata.pdf to determine how the superseded data were derived.
 FH0732
 FH0732_MARKER: DB = BENCH MARK DISK
 FH0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0732_STAMPING: J 79 1940
 FH0732_MARK LOGO: CGS
 FH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0732+STABILITY: SURFACE MOTION
 FH0732
 FH0732  HISTORY     - Date     Condition        Report By
 FH0732  HISTORY     - 1940     MONUMENTED       CGS
 FH0732  HISTORY     - 1962     GOOD             USGS
 FH0732
 FH0732                          STATION DESCRIPTION
 FH0732
 FH0732'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FH0732'4.3 MI E FROM COWETA.
 FH0732'COWETA 4 MI. E. AND 1/2 MI. S. OF, NEAR S. 1/4 COR. OF SEC. 14,
 FH0732'T. 17 N., R. 16 E., 117 FT. W. OF CENTERLINE OF TRAIL S.
 FH0732'POSITION ON THE CREST OF A SMALL HILL, OPP. AND ACROSS THE RD.
 FH0732'FROM A CORRAL, 36 FT. N. OF CENTERLINE OF AN E-W SEC. RD., 1
 FH0732'FT. S. OF A R/W FENCE, IN CONCRETE POST, A STANDARD TABLET
 FH0732'STAMPED J-7R 1940.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0041 ***********************************************************************
 FJ0041  DESIGNATION -  J 8
 FJ0041  PID         -  FJ0041
 FJ0041  STATE/COUNTY-  OK/OKFUSKEE
 FJ0041  COUNTRY     -  US
 FJ0041  USGS QUAD   -  WELEETKA (2018)
 FJ0041
 FJ0041                         *CURRENT SURVEY CONTROL
 FJ0041  ______________________________________________________________________
 FJ0041* NAD 83(1986) POSITION- 35 20 53.     (N) 096 08 43.     (W)   SCALED
 FJ0041* NAVD 88 ORTHO HEIGHT -   212.894 (meters)      698.47  (feet) ADJUSTED
 FJ0041  ______________________________________________________________________
 FJ0041  GEOID HEIGHT    -        -28.819 (meters)                     GEOID18
 FJ0041  DYNAMIC HEIGHT  -        212.692 (meters)      697.81  (feet) COMP
 FJ0041  MODELED GRAVITY -    979,676.5   (mgal)                       NAVD 88
 FJ0041
 FJ0041  VERT ORDER      -  FIRST     CLASS II
 FJ0041
 FJ0041.The horizontal coordinates were scaled from a map and have
 FJ0041.an estimated accuracy of +/- 6 seconds.
 FJ0041
 FJ0041.The orthometric height was determined by differential leveling and
 FJ0041.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0041.in June 1991.
 FJ0041
 FJ0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0041.GEOID18 height accuracy estimate available here.
 FJ0041
 FJ0041.Click photographs - Photos may exist for this station.
 FJ0041
 FJ0041.The dynamic height is computed by dividing the NAVD 88
 FJ0041.geopotential number by the normal gravity value computed on the
 FJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0041.degrees latitude (g = 980.6199 gals.).
 FJ0041
 FJ0041.The modeled gravity was interpolated from observed gravity values.
 FJ0041
 FJ0041;                    North         East    Units  Estimated Accuracy
 FJ0041;SPC OK N     -    40,230.      768,590.      MT  (+/- 180 meters Scaled)
 FJ0041
 FJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE594153(NAD 83)
 FJ0041
 FJ0041                          SUPERSEDED SURVEY CONTROL
 FJ0041
 FJ0041  NGVD 29 (??/??/92)  212.781  (m)          698.10   (f) ADJ UNCH    1 2
 FJ0041
 FJ0041.Superseded values are not recommended for survey control.
 FJ0041
 FJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0041.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0041
 FJ0041_MARKER: DB = BENCH MARK DISK
 FJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0041_STAMPING: J 8 1933
 FJ0041_MARK LOGO: CGS
 FJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0041+STABILITY: SURFACE MOTION
 FJ0041
 FJ0041  HISTORY     - Date     Condition        Report By
 FJ0041  HISTORY     - 1933     MONUMENTED       CGS
 FJ0041  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0041
 FJ0041                          STATION DESCRIPTION
 FJ0041
 FJ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0041'1.4 MI NW FROM WELETKA.
 FJ0041'1.4 MILES N.W. OF WELEETKA ON THE FT. S. AND W.R.R., MILE POLE
 FJ0041'NO 119 PLUS 17 POLES IN THE N.E. CORNER OF A CAMP MEETING
 FJ0041'GROUNDS, 30 FEET S.W. OF THE R.R., 30 FEET N. OF THE ROAD.
 FJ0041
 FJ0041                          STATION RECOVERY (1964)
 FJ0041
 FJ0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0326 ***********************************************************************
 GL0326  DESIGNATION -  J 80
 GL0326  PID         -  GL0326
 GL0326  STATE/COUNTY-  OK/CIMARRON
 GL0326  COUNTRY     -  US
 GL0326  USGS QUAD   -  BOISE CITY (2018)
 GL0326
 GL0326                         *CURRENT SURVEY CONTROL
 GL0326  ______________________________________________________________________
 GL0326* NAD 83(1986) POSITION- 36 44 00.2    (N) 102 34 15.2    (W)   HD_HELD2
 GL0326* NAVD 88 ORTHO HEIGHT -  1290.870 (meters)     4235.13  (feet) ADJUSTED
 GL0326  ______________________________________________________________________
 GL0326  GEOID HEIGHT    -        -23.623 (meters)                     GEOID18
 GL0326  DYNAMIC HEIGHT  -       1289.449 (meters)     4230.47  (feet) COMP
 GL0326  MODELED GRAVITY -    979,485.4   (mgal)                       NAVD 88
 GL0326
 GL0326  VERT ORDER      -  SECOND    CLASS 0
 GL0326
 GL0326.The horizontal coordinates were established by autonomous hand held GPS
 GL0326.observations and have an estimated accuracy of +/- 10 meters.
 GL0326
 GL0326.The orthometric height was determined by differential leveling and
 GL0326.adjusted by the NATIONAL GEODETIC SURVEY
 GL0326.in June 1991.
 GL0326
 GL0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0326.GEOID18 height accuracy estimate available here.
 GL0326
 GL0326.Click photographs - Photos may exist for this station.
 GL0326
 GL0326.The dynamic height is computed by dividing the NAVD 88
 GL0326.geopotential number by the normal gravity value computed on the
 GL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0326.degrees latitude (g = 980.6199 gals.).
 GL0326
 GL0326.The modeled gravity was interpolated from observed gravity values.
 GL0326
 GL0326;                    North         East    Units  Estimated Accuracy
 GL0326;SPC OK N     -   201,939.      191,875.      MT  (+/- 10 meters HH2 GPS)
 GL0326
 GL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1690368047(NAD 83)
 GL0326
 GL0326                          SUPERSEDED SURVEY CONTROL
 GL0326
 GL0326.No superseded survey control is available for this station.
 GL0326
 GL0326_MARKER: DB = BENCH MARK DISK
 GL0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0326_SP_SET: CULVERT HEADWALL
 GL0326_STAMPING: J 80 1941
 GL0326_MARK LOGO: CGS
 GL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0326+STABILITY: SURFACE MOTION
 GL0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0326+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0326
 GL0326  HISTORY     - Date     Condition        Report By
 GL0326  HISTORY     - 1941     MONUMENTED       CGS
 GL0326  HISTORY     - 20051008 GOOD             INDIV
 GL0326
 GL0326                          STATION DESCRIPTION
 GL0326
 GL0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0326'3.3 MI W FROM BOISE CITY.
 GL0326'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0326'ON U.S. HIGHWAY NO. 64, GO 3.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0326'MARK IS AT A CROSS ROADS, SET HORIZONTALLY IN THE NORTH END OF THE
 GL0326'WEST HEADWALL OF CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD.  62.0
 GL0326'FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTER LINE OF HIGHWAY NO.
 GL0326'64.  15.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 GL0326
 GL0326                          STATION RECOVERY (2005)
 GL0326
 GL0326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0441 ***********************************************************************
 EL0441  DESIGNATION -  J 81
 EL0441  PID         -  EL0441
 EL0441  STATE/COUNTY-  OK/CARTER
 EL0441  COUNTRY     -  US
 EL0441  USGS QUAD   -  GENE AUTRY (2018)
 EL0441
 EL0441                         *CURRENT SURVEY CONTROL
 EL0441  ______________________________________________________________________
 EL0441* NAD 83(1986) POSITION- 34 18 12.     (N) 097 07 11.     (W)   SCALED
 EL0441* NAVD 88 ORTHO HEIGHT -   255.660 (meters)      838.78  (feet) ADJUSTED
 EL0441  ______________________________________________________________________
 EL0441  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 EL0441  DYNAMIC HEIGHT  -        255.399 (meters)      837.92  (feet) COMP
 EL0441  MODELED GRAVITY -    979,610.4   (mgal)                       NAVD 88
 EL0441
 EL0441  VERT ORDER      -  SECOND    CLASS 0
 EL0441
 EL0441.The horizontal coordinates were scaled from a map and have
 EL0441.an estimated accuracy of +/- 6 seconds.
 EL0441
 EL0441.The orthometric height was determined by differential leveling and
 EL0441.adjusted by the NATIONAL GEODETIC SURVEY
 EL0441.in June 1991.
 EL0441
 EL0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0441.GEOID18 height accuracy estimate available here.
 EL0441
 EL0441.Click photographs - Photos may exist for this station.
 EL0441
 EL0441.The dynamic height is computed by dividing the NAVD 88
 EL0441.geopotential number by the normal gravity value computed on the
 EL0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0441.degrees latitude (g = 980.6199 gals.).
 EL0441
 EL0441.The modeled gravity was interpolated from observed gravity values.
 EL0441
 EL0441;                    North         East    Units  Estimated Accuracy
 EL0441;SPC OK S     -   107,950.      681,030.      MT  (+/- 180 meters Scaled)
 EL0441
 EL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC730973(NAD 83)
 EL0441
 EL0441                          SUPERSEDED SURVEY CONTROL
 EL0441
 EL0441  NGVD 29 (??/??/92)  255.604  (m)          838.59   (f) ADJ UNCH    2 0
 EL0441
 EL0441.Superseded values are not recommended for survey control.
 EL0441
 EL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0441.See file dsdata.pdf to determine how the superseded data were derived.
 EL0441
 EL0441_MARKER: DB = BENCH MARK DISK
 EL0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0441_SP_SET: BRIDGE ABUTMENT
 EL0441_STAMPING: J 81 1945
 EL0441_MARK LOGO: CGS
 EL0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0441
 EL0441  HISTORY     - Date     Condition        Report By
 EL0441  HISTORY     - 1945     MONUMENTED       CGS
 EL0441  HISTORY     - 20091212 MARK NOT FOUND   GEOCAC
 EL0441
 EL0441                          STATION DESCRIPTION
 EL0441
 EL0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0441'1.9 MI SE FROM SPRINGER.
 EL0441'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 EL0441'OFFICE AT SPRINGER, THENCE EAST 1.3 MILES ALONG ASPHALT ROAD
 EL0441'TO SITE OF MARK, BENCH MARK IS ON TOP OF THE SOUTH END OF THE
 EL0441'WEST ABUTMENT OF A 6 FT X 20 FT CONCRETE BRIDGE.  AN IRON
 EL0441'DISK STAMPED J 81 1945 SET IN A DRILL HOLE IN CONCRETE.
 EL0441
 EL0441                          STATION RECOVERY (2009)
 EL0441
 EL0441'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0441'THE OLD BOX CULVERT HAS BEEN REPLACED WITH A NEW BOX CULVERT.  THERE
 EL0441'IS NO LONGER A BENCHMARK ON THIS CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0272 ***********************************************************************
 FJ0272  DESIGNATION -  J 9
 FJ0272  PID         -  FJ0272
 FJ0272  STATE/COUNTY-  OK/OKLAHOMA
 FJ0272  COUNTRY     -  US
 FJ0272  USGS QUAD   -  SPENCER (2018)
 FJ0272
 FJ0272                         *CURRENT SURVEY CONTROL
 FJ0272  ______________________________________________________________________
 FJ0272* NAD 83(1986) POSITION- 35 30 16.     (N) 097 24 21.     (W)   SCALED
 FJ0272* NAVD 88 ORTHO HEIGHT -   354.478 (meters)     1162.98  (feet) ADJUSTED
 FJ0272  ______________________________________________________________________
 FJ0272  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 FJ0272  DYNAMIC HEIGHT  -        354.139 (meters)     1161.87  (feet) COMP
 FJ0272  MODELED GRAVITY -    979,668.1   (mgal)                       NAVD 88
 FJ0272
 FJ0272  VERT ORDER      -  FIRST     CLASS II
 FJ0272
 FJ0272.The horizontal coordinates were scaled from a map and have
 FJ0272.an estimated accuracy of +/- 6 seconds.
 FJ0272
 FJ0272.The orthometric height was determined by differential leveling and
 FJ0272.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0272.in August 1994.
 FJ0272
 FJ0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0272.GEOID18 height accuracy estimate available here.
 FJ0272
 FJ0272.Click photographs - Photos may exist for this station.
 FJ0272
 FJ0272.The dynamic height is computed by dividing the NAVD 88
 FJ0272.geopotential number by the normal gravity value computed on the
 FJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0272.degrees latitude (g = 980.6199 gals.).
 FJ0272
 FJ0272.The modeled gravity was interpolated from observed gravity values.
 FJ0272
 FJ0272;                    North         East    Units  Estimated Accuracy
 FJ0272;SPC OK N     -    56,140.      653,910.      MT  (+/- 180 meters Scaled)
 FJ0272
 FJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE445301(NAD 83)
 FJ0272
 FJ0272                          SUPERSEDED SURVEY CONTROL
 FJ0272
 FJ0272  NAVD 88 (06/15/91)  354.530  (m)         1163.15   (f) SUPERSEDED  1 2
 FJ0272  NGVD 29 (??/??/92)  354.394  (m)         1162.71   (f) ADJ UNCH    1 2
 FJ0272
 FJ0272.Superseded values are not recommended for survey control.
 FJ0272
 FJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0272.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0272
 FJ0272_MARKER: DB = BENCH MARK DISK
 FJ0272_STAMPING: J 9 1933
 FJ0272_MARK LOGO: CGS
 FJ0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0272
 FJ0272  HISTORY     - Date     Condition        Report By
 FJ0272  HISTORY     - 1933     MONUMENTED       CGS
 FJ0272  HISTORY     - 1934     GOOD             CGS
 FJ0272
 FJ0272                          STATION DESCRIPTION
 FJ0272
 FJ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0272'2 MI W FROM SPENCER.
 FJ0272'2 MILES WEST 48 1/2 FT. NORTH OF CENTER LINE OF FRISCO R. R.
 FJ0272'AT M. P. 532-28 1/2 POLES.  2 FT. SOUTH OF FENCE, 73 FT. EAST OF
 FJ0272'DIRT ROAD.
 FJ0272
 FJ0272                          STATION RECOVERY (1934)
 FJ0272
 FJ0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0480 ***********************************************************************
 EM0480  DESIGNATION -  J 96
 EM0480  PID         -  EM0480
 EM0480  STATE/COUNTY-  OK/GREER
 EM0480  COUNTRY     -  US
 EM0480  USGS QUAD   -  REED (2018)
 EM0480
 EM0480                         *CURRENT SURVEY CONTROL
 EM0480  ______________________________________________________________________
 EM0480* NAD 83(1986) POSITION- 34 54 01.     (N) 099 43 13.     (W)   SCALED
 EM0480* NAVD 88 ORTHO HEIGHT -   546.959 (meters)     1794.48  (feet) POSTED
 EM0480  ______________________________________________________________________
 EM0480  GEOID HEIGHT    -        -27.071 (meters)                     GEOID18
 EM0480  DYNAMIC HEIGHT  -        546.37  (meters)     1792.5   (feet) COMP
 EM0480  MODELED GRAVITY -    979,547.0   (mgal)                       NAVD 88
 EM0480
 EM0480  VERT ORDER      -  * POSTED, SEE BELOW
 EM0480
 EM0480.The horizontal coordinates were scaled from a map and have
 EM0480.an estimated accuracy of +/- 6 seconds.
 EM0480
 EM0480.The orthometric height was determined by differential leveling
 EM0480.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0480
 EM0480.* This is a POSTED BENCH MARK height.
 EM0480
 EM0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0480.GEOID18 height accuracy estimate available here.
 EM0480
 EM0480.Click photographs - Photos may exist for this station.
 EM0480
 EM0480.The dynamic height is computed by dividing the NAVD 88
 EM0480.geopotential number by the normal gravity value computed on the
 EM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0480.degrees latitude (g = 980.6199 gals.).
 EM0480
 EM0480.The modeled gravity was interpolated from observed gravity values.
 EM0480
 EM0480;                    North         East    Units  Estimated Accuracy
 EM0480;SPC OK S     -   175,150.      442,780.      MT  (+/- 180 meters Scaled)
 EM0480
 EM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD341622(NAD 83)
 EM0480
 EM0480                          SUPERSEDED SURVEY CONTROL
 EM0480
 EM0480  NGVD 29 (??/??/92)  546.719  (m)         1793.69   (f) ADJ UNCH    2 0
 EM0480
 EM0480.Superseded values are not recommended for survey control.
 EM0480
 EM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0480.See file dsdata.pdf to determine how the superseded data were derived.
 EM0480
 EM0480_MARKER: DB = BENCH MARK DISK
 EM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0480_STAMPING: J 96 1934
 EM0480_MARK LOGO: CGS
 EM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0480+STABILITY: SURFACE MOTION
 EM0480
 EM0480  HISTORY     - Date     Condition        Report By
 EM0480  HISTORY     - 1934     MONUMENTED       CGS
 EM0480  HISTORY     - 1963     GOOD             CGS
 EM0480
 EM0480                          STATION DESCRIPTION
 EM0480
 EM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0480'1.4 MI W FROM REED.
 EM0480'1.4 MI. W. OF REED ALONG STATE NO. 9 100 YDS. E. OF TOP OF SMALL HILL,
 EM0480'3 FT. W. OF A TELEPHONE POLE, 1 FT. N. OF FENCE LINE, AND 49 FT. S.
 EM0480'CENTER LINE OF HWY.  NOTE-- 10 FT. E. FROM THE SECOND POWER LINE POLE
 EM0480'E OF DRIVE WAY TO A FARM HOUSE.
 EM0480
 EM0480                          STATION RECOVERY (1963)
 EM0480
 EM0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0247 ***********************************************************************
 EM0247  DESIGNATION -  J 97
 EM0247  PID         -  EM0247
 EM0247  STATE/COUNTY-  OK/JACKSON
 EM0247  COUNTRY     -  US
 EM0247  USGS QUAD   -  MARTHA (2018)
 EM0247
 EM0247                         *CURRENT SURVEY CONTROL
 EM0247  ______________________________________________________________________
 EM0247* NAD 83(1986) POSITION- 34 39 35.     (N) 099 29 23.     (W)   SCALED
 EM0247* NAVD 88 ORTHO HEIGHT -   429.765 (meters)     1409.99  (feet) POSTED
 EM0247  ______________________________________________________________________
 EM0247  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 EM0247  DYNAMIC HEIGHT  -        429.30  (meters)     1408.5   (feet) COMP
 EM0247  MODELED GRAVITY -    979,542.2   (mgal)                       NAVD 88
 EM0247
 EM0247  VERT ORDER      -  * POSTED, SEE BELOW
 EM0247
 EM0247.The horizontal coordinates were scaled from a map and have
 EM0247.an estimated accuracy of +/- 6 seconds.
 EM0247
 EM0247.The orthometric height was determined by differential leveling
 EM0247.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0247
 EM0247.* This is a POSTED BENCH MARK height.
 EM0247
 EM0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0247.GEOID18 height accuracy estimate available here.
 EM0247
 EM0247.Click photographs - Photos may exist for this station.
 EM0247
 EM0247.The dynamic height is computed by dividing the NAVD 88
 EM0247.geopotential number by the normal gravity value computed on the
 EM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0247.degrees latitude (g = 980.6199 gals.).
 EM0247
 EM0247.The modeled gravity was interpolated from observed gravity values.
 EM0247
 EM0247;                    North         East    Units  Estimated Accuracy
 EM0247;SPC OK S     -   148,140.      463,460.      MT  (+/- 180 meters Scaled)
 EM0247
 EM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD551354(NAD 83)
 EM0247
 EM0247                          SUPERSEDED SURVEY CONTROL
 EM0247
 EM0247  NGVD 29 (??/??/92)  429.560  (m)         1409.31   (f) ADJ UNCH    2 0
 EM0247
 EM0247.Superseded values are not recommended for survey control.
 EM0247
 EM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0247.See file dsdata.pdf to determine how the superseded data were derived.
 EM0247
 EM0247_MARKER: DB = BENCH MARK DISK
 EM0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0247_STAMPING: J 97 1934
 EM0247_MARK LOGO: CGS
 EM0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0247+STABILITY: SURFACE MOTION
 EM0247
 EM0247  HISTORY     - Date     Condition        Report By
 EM0247  HISTORY     - 1934     MONUMENTED       CGS
 EM0247  HISTORY     - 1962     GOOD             USGS
 EM0247  HISTORY     - 1963     GOOD             CGS
 EM0247
 EM0247                          STATION DESCRIPTION
 EM0247
 EM0247'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0247'4.5 MI E FROM DUKE.
 EM0247'DUKE, 4.5 MILES EAST OF.  T. 2N, R. 22 W., NEAR 1/4 COR. BETWEEN SECS.
 EM0247'10 AND 11.  629 FT. EAST ALONG THE R.R. TRACKS FROM THE INTERSECTION
 EM0247'OF THE SECTION LINE ROAD, THENCE 40 FT. NORTH OF CL. R.R. TRACKS. 12
 EM0247'FT. SOUTH OF R.O.W. FENCE.  2 FT. SOUTHEAST OF MILE POST 86. IN CONC.
 EM0247'POST PROJECTING 0.5 FT.  STANDARD DISK STAMPED J 97 1934 PAINTED B.M.
 EM0247
 EM0247                          STATION RECOVERY (1963)
 EM0247
 EM0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0307 ***********************************************************************
 EK0307  DESIGNATION -  J 99
 EK0307  PID         -  EK0307
 EK0307  STATE/COUNTY-  OK/MCCURTAIN
 EK0307  COUNTRY     -  US
 EK0307  USGS QUAD   -  BETHEL (2018)
 EK0307
 EK0307                         *CURRENT SURVEY CONTROL
 EK0307  ______________________________________________________________________
 EK0307* NAD 83(1986) POSITION- 34 19 16.     (N) 094 49 22.     (W)   SCALED
 EK0307* NAVD 88 ORTHO HEIGHT -   258.586 (meters)      848.38  (feet) ADJUSTED
 EK0307  ______________________________________________________________________
 EK0307  GEOID HEIGHT    -        -30.257 (meters)                     GEOID18
 EK0307  DYNAMIC HEIGHT  -        258.305 (meters)      847.46  (feet) COMP
 EK0307  MODELED GRAVITY -    979,542.5   (mgal)                       NAVD 88
 EK0307
 EK0307  VERT ORDER      -  SECOND    CLASS 0
 EK0307
 EK0307.The horizontal coordinates were scaled from a map and have
 EK0307.an estimated accuracy of +/- 6 seconds.
 EK0307
 EK0307.The orthometric height was determined by differential leveling and
 EK0307.adjusted by the NATIONAL GEODETIC SURVEY
 EK0307.in June 1991.
 EK0307
 EK0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0307.GEOID18 height accuracy estimate available here.
 EK0307
 EK0307.Click photographs - Photos may exist for this station.
 EK0307
 EK0307.The dynamic height is computed by dividing the NAVD 88
 EK0307.geopotential number by the normal gravity value computed on the
 EK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0307.degrees latitude (g = 980.6199 gals.).
 EK0307
 EK0307.The modeled gravity was interpolated from observed gravity values.
 EK0307
 EK0307;                    North         East    Units  Estimated Accuracy
 EK0307;SPC OK S     -   114,170.      892,350.      MT  (+/- 180 meters Scaled)
 EK0307
 EK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT322992(NAD 83)
 EK0307
 EK0307                          SUPERSEDED SURVEY CONTROL
 EK0307
 EK0307  NGVD 29 (??/??/92)  258.531  (m)          848.20   (f) ADJ UNCH    2 0
 EK0307
 EK0307.Superseded values are not recommended for survey control.
 EK0307
 EK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0307.See file dsdata.pdf to determine how the superseded data were derived.
 EK0307
 EK0307_MARKER: DB = BENCH MARK DISK
 EK0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0307_SP_SET: CULVERT HEADWALL
 EK0307_STAMPING: J 99 1960
 EK0307_MARK LOGO: CGS
 EK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0307+STABILITY: SURFACE MOTION
 EK0307
 EK0307  HISTORY     - Date     Condition        Report By
 EK0307  HISTORY     - 1960     MONUMENTED       CGS
 EK0307
 EK0307                          STATION DESCRIPTION
 EK0307
 EK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0307'3.4 MI SE FROM BETHEL.
 EK0307'ABOUT 3.4 MILES SOUTHEAST ALONG A GRAVELED ROAD, FORMERLY STATE
 EK0307'HIGHWAY 21, FROM THE POST OFFICE AT BETHEL, IN SECTION 31, R 24 E,
 EK0307'T 2 S, SET IN THE TOP AND 2 FEET NORTH OF THE SOUTH END OF THE
 EK0307'WEST CONCRETE HEADWALL OF A CONCRETE CULVERT, 6 FEET WEST OF THE
 EK0307'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL
 EK0307'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0722 ***********************************************************************
 FJ0722  DESIGNATION -  JACK
 FJ0722  PID         -  FJ0722
 FJ0722  STATE/COUNTY-  OK/LINCOLN
 FJ0722  COUNTRY     -  US
 FJ0722  USGS QUAD   -  MEEKER (2018)
 FJ0722
 FJ0722                         *CURRENT SURVEY CONTROL
 FJ0722  ______________________________________________________________________
 FJ0722* NAD 83(1993) POSITION- 35 30 24.10267(N) 096 57 40.01338(W)   ADJUSTED
 FJ0722* NAVD 88 ORTHO HEIGHT -   314.383 (meters)     1031.44  (feet) ADJUSTED
 FJ0722  ______________________________________________________________________
 FJ0722  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 FJ0722  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 FJ0722  DYNAMIC HEIGHT  -        314.088 (meters)     1030.47  (feet) COMP
 FJ0722  MODELED GRAVITY -    979,686.5   (mgal)                       NAVD 88
 FJ0722
 FJ0722  HORZ ORDER      -  THIRD
 FJ0722  VERT ORDER      -  FIRST     CLASS II
 FJ0722
 FJ0722.The horizontal coordinates were established by classical geodetic methods
 FJ0722.and adjusted by the National Geodetic Survey in November 1994.
 FJ0722
 FJ0722.The orthometric height was determined by differential leveling and
 FJ0722.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0722.in August 1994.
 FJ0722
 FJ0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0722.GEOID18 height accuracy estimate available here.
 FJ0722
 FJ0722.Click photographs - Photos may exist for this station.
 FJ0722
 FJ0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0722
 FJ0722.The dynamic height is computed by dividing the NAVD 88
 FJ0722.geopotential number by the normal gravity value computed on the
 FJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0722.degrees latitude (g = 980.6199 gals.).
 FJ0722
 FJ0722.The modeled gravity was interpolated from observed gravity values.
 FJ0722
 FJ0722. The following values were computed from the NAD 83(1993) position.
 FJ0722
 FJ0722;                    North         East     Units Scale Factor Converg.
 FJ0722;SPC OK N     -    56,723.879   694,248.876   MT  1.00001143   +0 36 47.1
 FJ0722;SPC OK N     -   186,101.59  2,277,714.85   sFT  1.00001143   +0 36 47.1
 FJ0722;SPC OK S     -   241,576.064   694,254.103   MT  1.00006546   +0 35 22.9
 FJ0722;SPC OK S     -   792,570.80  2,277,732.00   sFT  1.00006546   +0 35 22.9
 FJ0722;UTM  14      - 3,931,147.311   684,910.278   MT  1.00002137   +1 11 04.3
 FJ0722
 FJ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0722!SPC OK N     -   0.99995497  x   1.00001143  =   0.99996640
 FJ0722!SPC OK S     -   0.99995497  x   1.00006546  =   1.00002042
 FJ0722!UTM  14      -   0.99995497  x   1.00002137  =   0.99997634
 FJ0722
 FJ0722:                Primary Azimuth Mark                     Grid Az
 FJ0722:SPC OK N     -  JACK AZ MK                               271 59 34.2
 FJ0722:SPC OK S     -  JACK AZ MK                               272 00 58.4
 FJ0722:UTM  14      -  JACK AZ MK                               271 25 17.0
 FJ0722
 FJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8491031147(NAD 83)
 FJ0722
 FJ0722|---------------------------------------------------------------------|
 FJ0722| PID    Reference Object                     Distance      Geod. Az  |
 FJ0722|                                                           dddmmss.s |
 FJ0722| FJ0723 JACK RM 2                             8.986 METERS 26620     |
 FJ0722| CI1748 JACK AZ MK                                         2723621.3 |
 FJ0722| CI1749 JACK RM 1                            28.402 METERS 35848     |
 FJ0722|---------------------------------------------------------------------|
 FJ0722
 FJ0722                          SUPERSEDED SURVEY CONTROL
 FJ0722
 FJ0722  NAD 83(1986)-  35 30 24.10875(N)    096 57 39.99493(W) AD(       ) 3
 FJ0722  NAD 27      -  35 30 23.86767(N)    096 57 38.90175(W) AD(       ) 3
 FJ0722  NAVD 88 (06/15/91)  314.409  (m)         1031.52   (f) SUPERSEDED  1 2
 FJ0722
 FJ0722.Superseded values are not recommended for survey control.
 FJ0722
 FJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0722.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0722
 FJ0722_MARKER: DS = TRIANGULATION STATION DISK
 FJ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0722_STAMPING: JACK 1957
 FJ0722_MARK LOGO: CGS
 FJ0722_PROJECTION: PROJECTING 5 CENTIMETERS
 FJ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0722+STABILITY: SURFACE MOTION
 FJ0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0722+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 FJ0722
 FJ0722  HISTORY     - Date     Condition        Report By
 FJ0722  HISTORY     - 1957     MONUMENTED       CGS
 FJ0722  HISTORY     - 1984     GOOD             NGS
 FJ0722  HISTORY     - 1989     GOOD             USPSQD
 FJ0722  HISTORY     - 20120719 GOOD             INDIV
 FJ0722
 FJ0722                          STATION DESCRIPTION
 FJ0722
 FJ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0722'STATION IS ABOUT 3 MILES WEST OF MEEKER, 3 MILES NORTH OF THE
 FJ0722'POTTAWATOMIE-LINCOLN COUNTY LINE, IN SECTION 23, T. 12 N.,
 FJ0722'R. 3 E., ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 62.
 FJ0722'
 FJ0722'REACHED FROM THE POST OFFICE IN MEEKER, GO WESTERLY ON U.S.
 FJ0722'HIGHWAY 62 FOR 3.3 MILES TO THE STATION ON THE LEFT.
 FJ0722'
 FJ0722'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 FJ0722'HIGHWAY 62 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 FJ0722'
 FJ0722'STATION MARKS ARE STANDARD DISKS, STAMPED JACK 1957.  THE
 FJ0722'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 FJ0722'POST PROJECTING 5 INCHES.  IT IS 93 FEET EAST OF THE NORTHEAST
 FJ0722'CORNER OF A STORE AND SERVICE STATION, 52 FEET SOUTH OF THE
 FJ0722'CENTER OF U.S. HIGHWAY 62, 31 FEET WEST OF A 12 INCH CEDAR
 FJ0722'TREE AND 3 FEET NORTH OF A FENCE.  A 4 IN X 4 IN WHITE WITNESS
 FJ0722'POST WAS SET 3 FEET SOUTHWEST OF THE MARK.  THE UNDERGROUND
 FJ0722'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 FJ0722'THE GROUND SURFACE.
 FJ0722'
 FJ0722'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JACK NO 1 1957,
 FJ0722'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ0722'PROJECTS 5 INCHES.  IT 57 FEET SOUTH OF THE SOUTHWEST CORNER
 FJ0722'OF A HOUSE, 50 FEET NORTH OF THE CENTER OF THE HIGHWAY, 32
 FJ0722'FEET WEST OF THE CENTER OF DRIVE LEADING TO THE HOUSE AND 1
 FJ0722'FOOT SOUTH OF A RIGHT-OF-WAY FENCE.
 FJ0722'
 FJ0722'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JACK NO 2 1957,
 FJ0722'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ0722'PROJECTS 2 INCHES.  IT IS 64 FEET EAST OF THE NORTHEAST CORNER
 FJ0722'OF THE STORE AND SERVICE STATION, 53 FEET SOUTH OF THE CENTER
 FJ0722'OF THE HIGHWAY, 19 FEET SOUTHWEST OF A TELEPHONE POLE AND 1
 FJ0722'FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0722'
 FJ0722'AZIMUTH MARK IS A STANDARD DISK, STAMPED JACK 1957, SET IN
 FJ0722'THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS 5
 FJ0722'INCHES.  IT IS 138 FEET NORTH OF THE NORTHWEST CORNER OF A
 FJ0722'HOUSE, 39 FEET NORTH OF THE CENTER OF THE HIGHWAY, 16 FEET
 FJ0722'EAST OF A POWERLINE POLE AND 2 FEET SOUTH OF A RIGHT-OF-WAY
 FJ0722'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET WEST
 FJ0722'OF THE MARK.
 FJ0722'
 FJ0722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ0722
 FJ0722                          STATION RECOVERY (1984)
 FJ0722
 FJ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0722'5.6 KM (3.45 MI) WEST FROM MEEKER.
 FJ0722'5.6 KM (3.45 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0722'MEEKER, AT SITE OF AN OLD ABANDONED SERVICE STATION AND GROCERY STORE,
 FJ0722'16.2 M(53.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28.4 METERS
 FJ0722'(93.0 FT) EAST OF THE NORTHEAST CORNER OF THE SERVICE STATION
 FJ0722'BUILDING, 9.4 METERS (31.0 FT) WEST OF A TWELVE-INCH CEDAR TREE, AND
 FJ0722'9.0 METERS (29.5 FT) EAST OF JACK RM 2.
 FJ0722'THE MARK IS 0.31 M ABOVE HIGHWAY.
 FJ0722
 FJ0722                          STATION RECOVERY (1989)
 FJ0722
 FJ0722'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0722'RECOVERED IN GOOD CONDITION.
 FJ0722
 FJ0722                          STATION RECOVERY (2012)
 FJ0722
 FJ0722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 FJ0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0784 ***********************************************************************
 EM0784  DESIGNATION -  JACK
 EM0784  PID         -  EM0784
 EM0784  STATE/COUNTY-  OK/TILLMAN
 EM0784  COUNTRY     -  US
 EM0784  USGS QUAD   -  HOLLISTER NE (2018)
 EM0784
 EM0784                         *CURRENT SURVEY CONTROL
 EM0784  ______________________________________________________________________
 EM0784* NAD 83(1993) POSITION- 34 29 21.67586(N) 098 47 03.20650(W)   ADJUSTED
 EM0784* NAVD 88 ORTHO HEIGHT -   391.0   (meters)     1283.    (feet) VERTCON3
 EM0784  ______________________________________________________________________
 EM0784  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 EM0784  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC18
 EM0784  HORZ ORDER      -  FIRST
 EM0784
 EM0784.The horizontal coordinates were established by classical geodetic methods
 EM0784.and adjusted by the National Geodetic Survey in November 1994.
 EM0784
 EM0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0784
 EM0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0784.GEOID18 height accuracy estimate available here.
 EM0784
 EM0784.Click photographs - Photos may exist for this station.
 EM0784
 EM0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0784
 EM0784. The following values were computed from the NAD 83(1993) position.
 EM0784
 EM0784;                    North         East     Units Scale Factor Converg.
 EM0784;SPC OK S     -   128,509.289   527,972.966   MT  0.99993731   -0 26 42.5
 EM0784;SPC OK S     -   421,617.56  1,732,191.31   sFT  0.99993731   -0 26 42.5
 EM0784;UTM  14      - 3,816,437.915   519,811.469   MT  0.99960484   +0 07 19.9
 EM0784
 EM0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0784!SPC OK S     -   0.99994276  x   0.99993731  =   0.99988007
 EM0784!UTM  14      -   0.99994276  x   0.99960484  =   0.99954762
 EM0784
 EM0784:                Primary Azimuth Mark                     Grid Az
 EM0784:SPC OK S     -  JACK AZ MK                               285 59 43.6
 EM0784:UTM  14      -  JACK AZ MK                               285 25 41.2
 EM0784
 EM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1981116437(NAD 83)
 EM0784
 EM0784|---------------------------------------------------------------------|
 EM0784| PID    Reference Object                     Distance      Geod. Az  |
 EM0784|                                                           dddmmss.s |
 EM0784| CX8377 JACK RM 1                            17.614 METERS 12600     |
 EM0784| CX8376 JACK AZ MK                                         2853301.1 |
 EM0784| CX8378 JACK RM 2                            15.947 METERS 35239     |
 EM0784|---------------------------------------------------------------------|
 EM0784
 EM0784                          SUPERSEDED SURVEY CONTROL
 EM0784
 EM0784  NAD 83(1986)-  34 29 21.68240(N)    098 47 03.19159(W) AD(       ) 1
 EM0784  NAD 27      -  34 29 21.40000(N)    098 47 01.94200(W) AD(       ) 1
 EM0784  NGVD 29 (07/19/86)  390.9    (m)         1282.     (f) VERT ANG       
 EM0784
 EM0784.Superseded values are not recommended for survey control.
 EM0784
 EM0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0784.See file dsdata.pdf to determine how the superseded data were derived.
 EM0784
 EM0784_MARKER: DS = TRIANGULATION STATION DISK
 EM0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0784_STAMPING: JACK 1948
 EM0784_MARK LOGO: CGS
 EM0784_PROJECTION: FLUSH
 EM0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0784+STABILITY: SURFACE MOTION
 EM0784
 EM0784  HISTORY     - Date     Condition        Report By
 EM0784  HISTORY     - 1948     MONUMENTED       CGS
 EM0784  HISTORY     - 1961     GOOD             CGS
 EM0784  HISTORY     - 1963     GOOD             CGS
 EM0784
 EM0784                          STATION DESCRIPTION
 EM0784
 EM0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0784'THE STATION IS LOCATED ABOUT 7.0 MILES WEST AND 4.75 MILES NORTH
 EM0784'OF CHATTANOOGA ON THE WEST RIGHT-OF-WAY OF AN OLD ABANDONED
 EM0784'SECTION LINE ROAD BETWEEN JACK AND DEEP RED CREEKS.  IT IS 0.2
 EM0784'MILE SOUTH OF AN EAST-WEST DIRT ROAD, 20 FEET WEST OF THE
 EM0784'CENTER OF OLD NORTH-SOUTH SECTION LINE ROAD, 8 FEET EAST
 EM0784'OF NORTH-SOUTH FENCE LINE AND 8 FEET EAST OF WITNESS POST.
 EM0784'IT IS STAMPED JACK 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 EM0784'
 EM0784'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 27 FEET EAST
 EM0784'OF THE CENTER OF THE OLD NORTH-SOUTH SECTION LINE ROAD AND
 EM0784'1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED JACK NO
 EM0784'1 1948 AND PROJECTS 5 INCHES.
 EM0784'
 EM0784'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 27
 EM0784'FEET WEST OF THE CENTER OF OLD SECTION LINE ROAD AND 1 FOOT
 EM0784'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED JACK NO 2 1948
 EM0784'AND PROJECTS 4 INCHES.
 EM0784'
 EM0784'THE AZIMUTH MARK IS ABOUT 1.1 MILES WEST-NORTHWEST OF THE
 EM0784'STATION, SET IN THE SOUTH END OF THE SMALL CONCRETE PORCH OF
 EM0784'THE MAPLEDALE DISTRICT NO 137 SCHOOL HOUSE.  IT IS STAMPED JACK
 EM0784'1948 AND SET FLUSH WITH THE CONCRETE SURFACE.  TO REACH FROM
 EM0784'THE STATION, GO NORTH 0.2 MILE TO EAST-WEST ROAD, TURN LEFT
 EM0784'AND GO WEST FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO
 EM0784'NORTH FOR 0.05 MILE TO THE MAPLEDALE SCHOOL HOUSE ON THE WEST
 EM0784'SIDE AND AZIMUTH MARK AS DESCRIBED.
 EM0784'
 EM0784'TO REACH THE STATION FROM THE POST OFFICE IN CHATTANOOGA,
 EM0784'GO WEST AND SOUTH ON STATE ROUTE NO 36 FOR 1.2 MILES TO WHERE
 EM0784'NO 36 TURN SOUTH AND DIRT ROAD CONTINUES STRAIGHT AHEAD,
 EM0784'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 3.1 MILES TO CROSSROADS,
 EM0784'TURN RIGHT AND GO NORTH FOR 5.1 MILES TO CROSSROADS, TURN LEFT
 EM0784'AND GO WEST FOR 3.0 MILES TO OLD SECTION LINE ROAD AND GATE IN
 EM0784'WIRE FENCE LINE ON THE SOUTH SIDE, PASS THROUGH GATE AND FOLLOW
 EM0784'OLD SECTION LINE ROAD SOUTH FOR 0.2 MILE TO TOP OF HILL AND
 EM0784'STATION ON THE WEST SIDE AS DESCRIBED.
 EM0784'
 EM0784'A 4 FOOT SIGNAL AT STATION MAN IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'A 4 FOOT SIGNAL AT STATION OTTER IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'A 10 FOOT SIGNAL AT STATION SNYDER 1935 IS VISIBLE FROM THE GROUND
 EM0784'
 EM0784'A 74 FOOT SIGNAL AT STATION HOMA IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'A 4 FOOT SIGNAL AT STATION TILLMAN IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'A 74 FOOT SIGNAL AT STATION HOLLIDAY IS VISIBLE AT 20 FEET.
 EM0784'
 EM0784'A 47 FOOT SIGNAL AT STATION LOVELAND IS VISIBLE FROM THE
 EM0784'GROUND.
 EM0784'
 EM0784'A 4 FOOT SIGNAL AT STATION THOMPSON IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'A 100 FOOT SIGNAL AT STATION HOLLISTER IS VISIBLE FROM THE
 EM0784'GROUND.
 EM0784'
 EM0784'A 4 FOOT SIGNAL AT STATION DEEP IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'A 47 FOOT SIGNAL AT STTION FREDERICK 1923 IS VISIBLE FROM
 EM0784'THE GROUND.
 EM0784'
 EM0784'A 4 FOOT SIGNAL AT STATION BURT IS VISIBLE FROM THE GROUND.
 EM0784'
 EM0784'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 EM0784
 EM0784                          STATION RECOVERY (1961)
 EM0784
 EM0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0784'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EM0784'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EM0784'A DIFFERENCE IN THE HORIZONTAL ANGLE TO THE REFERENCE MARKS
 EM0784'WAS FOUND.  A DIFFERENCE IN THE HORIZONTAL MEASUREMENT TO
 EM0784'R.M. 1 WAS FOUND.  A WITNESS POST WAS ESTABLISHED AT THE
 EM0784'STATION.  THE SCHOOLHOUSE THAT WAS NEAR THE AZIMUTH MARK HAS
 EM0784'BEEN REMOVED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 EM0784'
 EM0784'THE STATION IS ABOUT 11 EAST AND 1 MILE SOUTH OF MANITOU,
 EM0784'ABOUT 7 MILES WEST AND 5 MILES NORTH OF CHATTANOOGA, ON THE WEST
 EM0784'RIGHT-OF-WAY OF AN ABANDONED SECTION LINE ROAD.
 EM0784'
 EM0784'TO REACH THE STATION FROM THE POST OFFICE AT MANITOU GO SOUTH
 EM0784'ON U.S. HIGHWAY 183 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT
 EM0784'AND GO EAST ON THE GRAVELED ROAD FOR 5.2 MILES TO A STEEL
 EM0784'BRIDGE, CONTINUE EAST ON THE GRAVELED ROAD FOR 5.0 MILES TO
 EM0784'A SIDE ROAD RIGHT, TURN RIGHT, SOUTH, ON THE DIRT AND GRAVELED
 EM0784'ROAD FOR 0.95 MILE TO AN ABANDONED SCHOOLYARD AND THE AZIMUTH
 EM0784'MARK ON THE RIGHT.  CONTINUE SOUTH 0.05 MILE TO A CROSSROAD,
 EM0784'TURN LEFT AND GO EAST ON THE DIRT ROAD FOR 1.0 MILE TO A
 EM0784'CROSSROAD, TURN RIGHT AND GO SOUTH ON OLD ROAD FOR 0.2 MILE
 EM0784'TO THE STATION ON THE RIGHT.
 EM0784'
 EM0784'THE STATION MARK, STAMPED JACK 1948 IS A STANDARD DISK SET
 EM0784'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.
 EM0784'IT IS 25 FEET WEST OF THE CENTER OF THE ROAD, 8.5 FEET SOUTHEAST
 EM0784'OF THE WITNESS POST AND 8 FEET EAST OF A NORTH-SOUTH FENCE
 EM0784'LINE.
 EM0784'
 EM0784'REFERENCE MARK NO. 1, STAMPED JACK NO 1 1948, IS A STANDARD
 EM0784'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 EM0784'FLUSH.  IT IS 24 FEET EAST OF THE CENTER OF THE ROAD AND
 EM0784'6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.
 EM0784'
 EM0784'REFERENCE MARK NO. 2, STAMPED JACK NO 2 1948, IS A STANDARD
 EM0784'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 EM0784'PROJECTS 2 INCHES.  IT IS 28 FEET WEST OF THE CENTER OF THE
 EM0784'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 EM0784'
 EM0784'THE AZIMUTH MARK, STAMPED JACK 1948, IS A STANDARD DISK
 EM0784'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 EM0784'CONCRETE PORCH OF THE NOW ABANDONED SCHOOLHOUSE.  IT IS
 EM0784'90 FEET WEST OF THE CENTER OF THE ROAD.
 EM0784
 EM0784                          STATION RECOVERY (1963)
 EM0784
 EM0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0784'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 EM0784'DESCRIBED BY N.E. SYLAR IN 1961.  STATION IS IN THE NE 1/4
 EM0784'OF SEC. 8, T. 1 S., R. 15 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1160 ***********************************************************************
 FH1160  DESIGNATION -  JACK
 FH1160  PID         -  FH1160
 FH1160  STATE/COUNTY-  OK/OKMULGEE
 FH1160  COUNTRY     -  US
 FH1160  USGS QUAD   -  OKMULGEE NE (2018)
 FH1160
 FH1160                         *CURRENT SURVEY CONTROL
 FH1160  ______________________________________________________________________
 FH1160* NAD 83(1993) POSITION- 35 44 34.93307(N) 095 50 46.94471(W)   ADJUSTED
 FH1160* NAVD 88 ORTHO HEIGHT -   278.2   (meters)      913.    (feet) VERTCON3
 FH1160  ______________________________________________________________________
 FH1160  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 FH1160  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 FH1160  HORZ ORDER      -  SECOND
 FH1160
 FH1160.The horizontal coordinates were established by classical geodetic methods
 FH1160.and adjusted by the National Geodetic Survey in November 1994.
 FH1160
 FH1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1160
 FH1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1160.GEOID18 height accuracy estimate available here.
 FH1160
 FH1160.Click photographs - Photos may exist for this station.
 FH1160
 FH1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1160
 FH1160. The following values were computed from the NAD 83(1993) position.
 FH1160
 FH1160;                    North         East     Units Scale Factor Converg.
 FH1160;SPC OK N     -    84,602.472   794,785.587   MT  0.99997267   +1 16 15.4
 FH1160;SPC OK N     -   277,566.61  2,607,559.05   sFT  0.99997267   +1 16 15.4
 FH1160;UTM  15      - 3,959,184.759   242,599.572   MT  1.00041651   -1 39 49.1
 FH1160
 FH1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1160!SPC OK N     -   0.99996091  x   0.99997267  =   0.99993358
 FH1160!UTM  15      -   0.99996091  x   1.00041651  =   1.00037741
 FH1160
 FH1160:                Primary Azimuth Mark                     Grid Az
 FH1160:SPC OK N     -  NATURA COMMUNITY STANDPIPE               256 35 12.0
 FH1160:UTM  15      -  NATURA COMMUNITY STANDPIPE               259 31 16.5
 FH1160
 FH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4259959184(NAD 83)
 FH1160
 FH1160|---------------------------------------------------------------------|
 FH1160| PID    Reference Object                     Distance      Geod. Az  |
 FH1160|                                                           dddmmss.s |
 FH1160| FH1159 0 56 6                               12.177 METERS 10105     |
 FH1160| FH1170 NATURA COMMUNITY STANDPIPE          APPROX. 9.1 KM 2575127.4 |
 FH1160| CI1750 JACK RM 1                            12.462 METERS 32010     |
 FH1160|---------------------------------------------------------------------|
 FH1160
 FH1160                          SUPERSEDED SURVEY CONTROL
 FH1160
 FH1160  NAD 83(1986)-  35 44 34.95823(N)    095 50 46.93217(W) AD(       ) 2
 FH1160  NAD 27      -  35 44 34.59246(N)    095 50 45.97286(W) AD(       ) 2
 FH1160  NGVD 29 (07/19/86)  277.9    (m)          912.     (f) VERT ANG       
 FH1160
 FH1160.Superseded values are not recommended for survey control.
 FH1160
 FH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1160.See file dsdata.pdf to determine how the superseded data were derived.
 FH1160
 FH1160_MARKER: DD = SURVEY DISK
 FH1160_SETTING: 66 = SET IN ROCK OUTCROP
 FH1160_STAMPING: JACK ET 1968
 FH1160_MARK LOGO: USGS
 FH1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1160+STABILITY: POSITION/ELEVATION WELL
 FH1160
 FH1160  HISTORY     - Date     Condition        Report By
 FH1160  HISTORY     - 1968     MONUMENTED       USGS
 FH1160
 FH1160                          STATION DESCRIPTION
 FH1160
 FH1160'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1160'THE STATION IS ABOUT 10.5 MI NE. OF OKMULGEE.  0.2 MI N. AND
 FH1160'0.55 MI E. OF A T-RD. S., 0.2 MI N. OF STATE HWY. 16, T. 15 N.,
 FH1160'R. 14 E., NEAR THE CENTER OF THE S. HALF OF SEC. 29, IT IS 12 FT
 FH1160'N. AND 44 FT W. OF THE CREST ON TOP OF THE HIGHEST HILL IN
 FH1160'VICINITY.
 FH1160'
 FH1160'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 75 AND
 FH1160'MAIN STREET IN OKMULGEE, GO N. ON U.S. HWY. 75 FOR 8.8 MI TO EXIT
 FH1160'OFF OF HWY. 75, TURN RIGHT ON STATE HWY. 16 AND GO E. 8.25 MI TO A
 FH1160'T-RD. S., CONTINUE E. FOR 0.35 MI TO A GALVANIZED STEEL GATE,
 FH1160'TURN LEFT AND GO THROUGH GATE, GO N. FOR 0.2 MI ON GRAVELED
 FH1160'TRAIL, MAKE A SHARP TURN TO RIGHT AND FOLLOW A DIM TRAIL E. FOR
 FH1160'0.2 MI TO TOP OF HILL AND STATION.
 FH1160'
 FH1160'THE STATION MARK, A STANDARD TABLET CEMENTED IN ROCK OUTCROP
 FH1160'(ABOUT 4 FT SQUARE VISIBLE), STAMPED ET JACK 1968, 12 FT N. AND
 FH1160'44 FT W. OF CREST OF HILL, 44 FT W. OF FENCE, 27 FT N. AND 44 FT
 FH1160'W. OF METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 FH1160'
 FH1160'REFERENCE MARK 1, A STANDARD TABLET CEMENTED IN ROCK OUTCROP
 FH1160'(3 FT SQUARE VISIBLE), STAMPED JACK NO 1 1968 70 FT W. OF FENCE,
 FH1160'41 FT N. AND 70 FT W. OF CREST OF HILL.  IT IS NNW. OF THE STATION
 FH1160'AND FLUSH WITH THE GROUND.
 FH1160'
 FH1160'REFERENCE MARK 2, IS A STATE OF OKLAHOMA, DEPARTMENT OF
 FH1160'HIGHWAYS, BENCH MARK, SET IN CEMENT IN SMALL BUCKET PROJECTING
 FH1160'ABOUT 1 IN., STAMPED NO. 0 - 56 - 6 1967, PROJECTING ABOUT 1 IN.,
 FH1160'4 FT W. OF FENCE ON CREST OF HILL.  IT IS E. OF THE STATION.
 FH1160'
 FH1160'NO AZIMUTH MARK SET.
 FH1160'
 FH1160'REFERENCE AZIMUTH USED - NATURA COMMUNITY STANDPIPE
 FH1160'
 FH1160'NATURA COMMUNITY STANDPIPE, ERECTED 1968, LOCATED ABOUT 6.75
 FH1160'MI N. AND 1.5 MI E. OF OKMULGEE, ABOUT 0.55 MI W. OF A
 FH1160'T-RD. W. AND ABOUT 75 FT S. OF CENTER OF RD. ON THE MOST
 FH1160'PROMINENT RIDGE IN VICINITY, TPS. 14 AND 15 N., R. 13 E., NEAR
 FH1160'THE COR. OF SECS. 4, 5, 32 AND 33.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0868 ***********************************************************************
 GG0868  DESIGNATION -  JACK
 GG0868  PID         -  GG0868
 GG0868  STATE/COUNTY-  OK/NOWATA
 GG0868  COUNTRY     -  US
 GG0868  USGS QUAD   -  BARTLESVILLE SE (2019)
 GG0868
 GG0868                         *CURRENT SURVEY CONTROL
 GG0868  ______________________________________________________________________
 GG0868* NAD 83(1997) POSITION- 36 37 16.18442(N) 095 45 13.99067(W)   ADJUSTED
 GG0868* NAVD 88 ORTHO HEIGHT -   245.1   (meters)      804.    (feet) VERTCON3
 GG0868  ______________________________________________________________________
 GG0868  GEOID HEIGHT    -        -29.227 (meters)                     GEOID18
 GG0868  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 GG0868  HORZ ORDER      -  SECOND
 GG0868
 GG0868.The horizontal coordinates were established by classical geodetic methods
 GG0868.and adjusted by the National Geodetic Survey in October 1998.
 GG0868
 GG0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0868
 GG0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0868.GEOID18 height accuracy estimate available here.
 GG0868
 GG0868.Click photographs - Photos may exist for this station.
 GG0868
 GG0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0868
 GG0868. The following values were computed from the NAD 83(1997) position.
 GG0868
 GG0868;                    North         East     Units Scale Factor Converg.
 GG0868;SPC OK N     -   182,200.459   800,895.223   MT  0.99997669   +1 19 31.9
 GG0868;SPC OK N     -   597,769.34  2,627,603.74   sFT  0.99997669   +1 19 31.9
 GG0868;UTM  15      - 4,056,380.014   253,732.199   MT  1.00034726   -1 38 36.9
 GG0868
 GG0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0868!SPC OK N     -   0.99996612  x   0.99997669  =   0.99994281
 GG0868!UTM  15      -   0.99996612  x   1.00034726  =   1.00031337
 GG0868
 GG0868:                Primary Azimuth Mark                     Grid Az
 GG0868:SPC OK N     -  NOWATA MUNICIPAL TANK                    046 48 22.1
 GG0868:UTM  15      -  NOWATA MUNICIPAL TANK                    049 46 30.9
 GG0868
 GG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5373256380(NAD 83)
 GG0868
 GG0868|---------------------------------------------------------------------|
 GG0868| PID    Reference Object                     Distance      Geod. Az  |
 GG0868|                                                           dddmmss.s |
 GG0868| GG0865 NOWATA MUNICIPAL TANK               APPROX.13.6 KM 0480754.0 |
 GG0868| DR5426 JACK RM 1                            19.318 METERS 11440     |
 GG0868| CI1751 JACK RM 2                            11.918 METERS 27853     |
 GG0868|---------------------------------------------------------------------|
 GG0868
 GG0868                          SUPERSEDED SURVEY CONTROL
 GG0868
 GG0868  NAD 83(1993)-  36 37 16.18548(N)    095 45 13.99122(W) AD(       ) 2
 GG0868  NAD 83(1986)-  36 37 16.20948(N)    095 45 13.97253(W) AD(       ) 2
 GG0868  NAD 27      -  36 37 15.88168(N)    095 45 13.03745(W) AD(       ) 2
 GG0868  NGVD 29 (07/19/86)  245.0    (m)          804.     (f) VERT ANG       
 GG0868
 GG0868.Superseded values are not recommended for survey control.
 GG0868
 GG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0868.See file dsdata.pdf to determine how the superseded data were derived.
 GG0868
 GG0868_MARKER: DD = SURVEY DISK
 GG0868_SETTING: 66 = SET IN ROCK OUTCROP
 GG0868_STAMPING: ET JACK 1968
 GG0868_MARK LOGO: USGS
 GG0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0868+STABILITY: POSITION/ELEVATION WELL
 GG0868
 GG0868  HISTORY     - Date     Condition        Report By
 GG0868  HISTORY     - 1968     MONUMENTED       USGS
 GG0868
 GG0868                          STATION DESCRIPTION
 GG0868
 GG0868'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0868'THE STATION IS LOCATED ABOUT 5.4 MI S. AND 6.4 MI W. OF
 GG0868'NOWATA.  T. 25 N., R. 15 E., NEAR THE CENTER OF THE W. HALF OF THE
 GG0868'W. HALF OF SEC. 30.
 GG0868'
 GG0868'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 60 AND
 GG0868'169 IN THE E. EDGE OF NOWATA, GO S. ON U.S. HWY. 169.  5.5 MI
 GG0868'TO A CROSSROAD, TURN RIGHT AND GO W. 4.65 MI TO A T-RD. S.,
 GG0868'CONTINUE W. FOR 0.75 MI TO A PASTURE GATE ON THE LEFT.  TURN
 GG0868'LEFT THROUGH THE GATE AND FOLLOW TRAIL S. AND W. FOR 0.6 MI TO
 GG0868'S. END OF RIDGE, TURN RIGHT OFF TRAIL AND GO N. APPROX. 600 FT
 GG0868'TO STATION NEAR THE TOP OF RIDGE.
 GG0868'
 GG0868'THE STATION MARK IS APPROX. 0.2 MI WSW. OF A FARM POND.  STANDARD
 GG0868'TABLET SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND STAMPED
 GG0868'ET JACK 1968.
 GG0868'
 GG0868'REFERENCE MARK 1 IS ESE. OF THE STATION, NEAR THE E. EDGE OF
 GG0868'THE RIDGE.  IT IS ABOUT 6 FT LOWER THAN STATION.  A STANDARD
 GG0868'TABLET SET IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED
 GG0868'JACK NO 1 1968.
 GG0868'
 GG0868'REFERENCE MARK 2 IS WNW. OF THE STATION.  STANDARD TABLET SET
 GG0868'IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.  STAMPED JACK NO 2 1968.
 GG0868'
 GG0868'AZIMUTH MARK IS LOCATED ABOUT 8.0 MI NE. OF STATION=NOWATA
 GG0868'MWT, LOCATED NEAR THE CENTER OF NOWATA, BUILT IN 1908 BY CHICAGO
 GG0868'BRIDGE AND IRON WORKS, CHICAGO, ILL., APPROX. 130 FT S. AND
 GG0868'115 FT E. OF CORNER OF SHAWNEE AND PECAN STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0723 ***********************************************************************
 FJ0723  DESIGNATION -  JACK RM 2
 FJ0723  PID         -  FJ0723
 FJ0723  STATE/COUNTY-  OK/LINCOLN
 FJ0723  COUNTRY     -  US
 FJ0723  USGS QUAD   -  MEEKER (2018)
 FJ0723
 FJ0723                         *CURRENT SURVEY CONTROL
 FJ0723  ______________________________________________________________________
 FJ0723* NAD 83(1986) POSITION- 35 30 24.08   (N) 096 57 40.37   (W)   HD_HELD1
 FJ0723* NAVD 88 ORTHO HEIGHT -   314.194 (meters)     1030.82  (feet) ADJUSTED
 FJ0723  ______________________________________________________________________
 FJ0723  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 FJ0723  DYNAMIC HEIGHT  -        313.899 (meters)     1029.85  (feet) COMP
 FJ0723  MODELED GRAVITY -    979,686.5   (mgal)                       NAVD 88
 FJ0723
 FJ0723  VERT ORDER      -  FIRST     CLASS II
 FJ0723
 FJ0723.The horizontal coordinates were determined by differentially corrected
 FJ0723.hand held GPS observations or other comparable positioning techniques
 FJ0723.and have an estimated accuracy of +/- 3 meters.
 FJ0723
 FJ0723.The orthometric height was determined by differential leveling and
 FJ0723.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0723.in August 1994.
 FJ0723
 FJ0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0723.GEOID18 height accuracy estimate available here.
 FJ0723
 FJ0723.Click photographs - Photos may exist for this station.
 FJ0723
 FJ0723.The dynamic height is computed by dividing the NAVD 88
 FJ0723.geopotential number by the normal gravity value computed on the
 FJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0723.degrees latitude (g = 980.6199 gals.).
 FJ0723
 FJ0723.The modeled gravity was interpolated from observed gravity values.
 FJ0723
 FJ0723;                    North         East    Units  Estimated Accuracy
 FJ0723;SPC OK N     -    56,723.1     694,239.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0723
 FJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8490131146(NAD 83)
 FJ0723
 FJ0723                          SUPERSEDED SURVEY CONTROL
 FJ0723
 FJ0723  NAVD 88 (06/15/91)  314.220  (m)         1030.90   (f) SUPERSEDED  1 2
 FJ0723
 FJ0723.Superseded values are not recommended for survey control.
 FJ0723
 FJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0723.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0723
 FJ0723_MARKER: DR = REFERENCE MARK DISK
 FJ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0723_STAMPING: JACK NO 2 1957
 FJ0723_MARK LOGO: CGS
 FJ0723_PROJECTION: PROJECTING 5 CENTIMETERS
 FJ0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0723+STABILITY: SURFACE MOTION
 FJ0723
 FJ0723  HISTORY     - Date     Condition        Report By
 FJ0723  HISTORY     - 1957     MONUMENTED       CGS
 FJ0723  HISTORY     - 1984     GOOD             NGS
 FJ0723  HISTORY     - 1988     GOOD             USPSQD
 FJ0723  HISTORY     - 1989     GOOD             USPSQD
 FJ0723  HISTORY     - 1990     GOOD             USPSQD
 FJ0723
 FJ0723                          STATION DESCRIPTION
 FJ0723
 FJ0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0723'5.6 KM (3.45 MI) WEST FROM MEEKER.
 FJ0723'5.6 KM (3.45 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0723'MEEKER, AT SITE OF AN OLD ABANDONED SERVICE STATION AND GROCERY STORE,
 FJ0723'16.5 METERS (54.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0723'19.5 METERS (64.0 FT) EAST OF THE NORTHEAST CORNER OF THE OLD SERVICE
 FJ0723'STATION BUILDING, 9.0 METERS (29.5 FT) WEST OF STATION JACK, AND
 FJ0723'5.8 METERS (19.0 FT) SOUTHWEST OF A POWERLINE POLE.
 FJ0723'THE MARK IS 0.31 M ABOVE HIGHWAY.
 FJ0723
 FJ0723                          STATION RECOVERY (1988)
 FJ0723
 FJ0723'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0723'RECOVERED IN GOOD CONDITION.
 FJ0723
 FJ0723                          STATION RECOVERY (1989)
 FJ0723
 FJ0723'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0723'RECOVERED IN GOOD CONDITION.
 FJ0723
 FJ0723                          STATION RECOVERY (1990)
 FJ0723
 FJ0723'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0893 ***********************************************************************
 EM0893  DESIGNATION -  JACKSON
 EM0893  PID         -  EM0893
 EM0893  STATE/COUNTY-  OK/JACKSON
 EM0893  COUNTRY     -  US
 EM0893  USGS QUAD   -  ALTUS (2018)
 EM0893
 EM0893                         *CURRENT SURVEY CONTROL
 EM0893  ______________________________________________________________________
 EM0893* NAD 83(1993) POSITION- 34 42 11.66237(N) 099 20 04.61277(W)   ADJUSTED
 EM0893* NAD 83(1993) ELLIP HT-   407.920 (meters)        (11/28/94)   ADJUSTED
 EM0893* NAVD 88 ORTHO HEIGHT -   434.1   (meters)     1424.    (feet) VERTCON3
 EM0893  ______________________________________________________________________
 EM0893  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 EM0893  NAD 83(1993) X  -   -851,481.102 (meters)                     COMP
 EM0893  NAD 83(1993) Y  - -5,180,060.161 (meters)                     COMP
 EM0893  NAD 83(1993) Z  -  3,611,082.268 (meters)                     COMP
 EM0893  LAPLACE CORR    -          5.09  (seconds)                    DEFLEC18
 EM0893  HORZ ORDER      -  THIRD
 EM0893  ELLP ORDER      -  FIFTH     CLASS I
 EM0893
 EM0893.The horizontal coordinates were established by classical geodetic methods
 EM0893.and adjusted by the National Geodetic Survey in November 1994.
 EM0893
 EM0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0893
 EM0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0893.GEOID18 height accuracy estimate available here.
 EM0893
 EM0893.Click photographs - Photos may exist for this station.
 EM0893
 EM0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0893
 EM0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0893
 EM0893.The ellipsoidal height was determined by GPS observations
 EM0893.and is referenced to NAD 83.
 EM0893
 EM0893. The following values were computed from the NAD 83(1993) position.
 EM0893
 EM0893;                    North         East     Units Scale Factor Converg.
 EM0893;SPC OK S     -   152,763.219   477,738.375   MT  0.99993809   -0 45 27.2
 EM0893;SPC OK S     -   501,190.66  1,567,379.99   sFT  0.99993809   -0 45 27.2
 EM0893;UTM  14      - 3,840,185.208   469,355.969   MT  0.99961157   -0 11 25.8
 EM0893
 EM0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0893!SPC OK S     -   0.99993597  x   0.99993809  =   0.99987407
 EM0893!UTM  14      -   0.99993597  x   0.99961157  =   0.99954757
 EM0893
 EM0893:                Primary Azimuth Mark                     Grid Az
 EM0893:SPC OK S     -  HEADRICK                                 099 08 21.1
 EM0893:UTM  14      -  HEADRICK                                 098 34 19.7
 EM0893
 EM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6935540185(NAD 83)
 EM0893
 EM0893|---------------------------------------------------------------------|
 EM0893| PID    Reference Object                     Distance      Geod. Az  |
 EM0893|                                                           dddmmss.s |
 EM0893| EM0876 HEADRICK                            APPROX.16.7 KM 0982253.9 |
 EM0893| EM0892 ALTUS ARMY AIRFIELD TOWER           APPROX. 6.9 KM 1372436.5 |
 EM0893| CX8382 JACKSON AZ MK                                      1761725.7 |
 EM0893| EM0886 ALTUS RADIO STATION KWHW MAST       APPROX. 5.6 KM 1772014.2 |
 EM0893| CX8383 JACKSON RM 1                         11.128 METERS 17742     |
 EM0893| CX8384 JACKSON RM 2                         14.740 METERS 27120     |
 EM0893| EM1057 ALTUSPORT                           424.688 METERS 2952742.2 |
 EM0893|---------------------------------------------------------------------|
 EM0893
 EM0893                          SUPERSEDED SURVEY CONTROL
 EM0893
 EM0893  NAD 83(1986)-  34 42 11.66915(N)    099 20 04.60731(W) AD(       ) 3
 EM0893  NAD 27      -  34 42 11.41300(N)    099 20 03.29800(W) AD(       ) 3
 EM0893  NGVD 29 (07/19/86)  433.9    (m)         1424.     (f) VERT ANG       
 EM0893
 EM0893.Superseded values are not recommended for survey control.
 EM0893
 EM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0893.See file dsdata.pdf to determine how the superseded data were derived.
 EM0893
 EM0893_MARKER: DS = TRIANGULATION STATION DISK
 EM0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0893_STAMPING: JACKSON 1948
 EM0893_MARK LOGO: CGS
 EM0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0893+STABILITY: SURFACE MOTION
 EM0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0893+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2009
 EM0893
 EM0893  HISTORY     - Date     Condition        Report By
 EM0893  HISTORY     - 1948     MONUMENTED       CGS
 EM0893  HISTORY     - 1948     GOOD             CGS
 EM0893  HISTORY     - 1957     GOOD             CGS
 EM0893  HISTORY     - 1963     GOOD             CGS
 EM0893  HISTORY     - 19890301 GOOD             NGS
 EM0893  HISTORY     - 20030625 GOOD             ALMLS
 EM0893  HISTORY     - 20091010 GOOD             INDIV
 EM0893
 EM0893                          STATION DESCRIPTION
 EM0893
 EM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0893'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF ALTUS, NEAR
 EM0893'THE NORTHEAST CORNER OF THE ALTUS MUNICIPAL AVIATION FIELD.
 EM0893'IT IS 1 FOOT WEST OF U.S. HIGHWAY 283 RIGHT-OF-WAY AND 3 FEET
 EM0893'SOUTHWEST OF A CORNER POST.  THE DISK IS STAMPED JACKSON
 EM0893'1948 AND PROJECTS 2 INCHES.
 EM0893'
 EM0893'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A CONCRETE HIGHWAY
 EM0893'RIGHT-OF-WAY MARKER AND 36 FEET WEST OF THE CENTER OF THE
 EM0893'HIGHWAY.  THE DISK IS STAMPED JACKSON NO 1 1948 AND PROJECTS
 EM0893'2 INCHES.
 EM0893'
 EM0893'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF AN
 EM0893'EAST-WEST FENCE.  THE DISK IS STAMPED JACKSON NO 2 1948 AND
 EM0893'PROJECTS 6 INCHES.
 EM0893'
 EM0893'AZIMUTH MARK IS LOCATED 0.35 MILE SOUTH OF THE STATION ON THE
 EM0893'RIGHT-OF-WAY OF U.S. HIGHWAY 283, 45 FEET EAST OF THE CENTER
 EM0893'OF THE HIGHWAY AND 3 FEET NORTH OF A POWER LINE POLE AND
 EM0893'ACROSS THE ROAD FROM THE ALTUS MUNICIPAL AIRPORT HANGER.
 EM0893'IT IS STAMPED JACKSON 1948 AND PROJECTS 3 INCHES.
 EM0893'
 EM0893'TO REACH FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE
 EM0893'IN ALTUS, GO NORTH ON U.S. HIGHWAY 283 FOR 4.15 MILES TO THE
 EM0893'HANGAR OF THE ALTUS MUNICIPAL AIRPORT ON THE LEFT AND THE AZIMUTH
 EM0893'MARK ON THE RIGHT, CONTINUE NORTH FOR 0.35 MILES TO STATION
 EM0893'ON LEFT AS DESCRIBED.
 EM0893'
 EM0893'A 74 FOOT SIGNAL AT ALTUS IS VISIBLE AT 4 FEET.
 EM0893'
 EM0893'A 4 FOOT SIGNAL AT HEADRICK 1935 1948 IS VISIBLE AT 4 FEET
 EM0893
 EM0893                          STATION RECOVERY (1948)
 EM0893
 EM0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 EM0893'RECOVERED IN GOOD CONDITION.
 EM0893
 EM0893                          STATION RECOVERY (1957)
 EM0893
 EM0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0893'THIS STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 EM0893'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND PULLED OUT
 EM0893'OF THE GROUND AND THE DISK WAS SALVAGED.
 EM0893
 EM0893                          STATION RECOVERY (1963)
 EM0893
 EM0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0893'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EM0893'AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 EM0893'HAS BEEN DESTROYED AS PER RECOVERY NOTE P.T. 1957.  THE TO REACH
 EM0893'IS ENTIRELY ADEQUATE.
 EM0893
 EM0893                          STATION RECOVERY (1989)
 EM0893
 EM0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0893'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EM0893'FOLLOWS.
 EM0893'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) EAST-NORTHEAST OF
 EM0893'DUKE, 8.5 KM (5.30 MI) SOUTH OF BLAIR, AND 7.3 KM (4.55 MI) NORTH OF
 EM0893'ALTUS.  OWNERSHIP--CITY OF ALTUS.
 EM0893'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 283 IN
 EM0893'ALTUS, GO NORTH ON HIGHWAY 283 FOR 7.3 KM (4.55 MI) TO THE STATION ON
 EM0893'THE LEFT, AT THE NORTHEAST CORNER OF A SMALL ELECTRIC SUB-STATION.
 EM0893'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 EM0893'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 15.5 M
 EM0893'(50.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.2 M (20.3 FT)
 EM0893'NORTHEAST OF THE NORTHWEST CORNER OF THE SUB-STATION FENCE, 1.7 M
 EM0893'(5.6 FT) NORTH OF THE NORTHEAST CORNER OF THE SUB-STATION FENCE, AND
 EM0893'0.9 M (3.0 FT) SOUTH OF A METAL WITNESS POST.
 EM0893'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EM0893
 EM0893                          STATION RECOVERY (2003)
 EM0893
 EM0893'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EM0893'MARKER FOUND AS DESCIBED.
 EM0893
 EM0893                          STATION RECOVERY (2009)
 EM0893
 EM0893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 EM0893'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1100 ***********************************************************************
 FH1100  DESIGNATION -  JACKSON
 FH1100  PID         -  FH1100
 FH1100  STATE/COUNTY-  OK/HASKELL
 FH1100  COUNTRY     -  US
 FH1100  USGS QUAD   -  STIGLER EAST (2018)
 FH1100
 FH1100                         *CURRENT SURVEY CONTROL
 FH1100  ______________________________________________________________________
 FH1100* NAD 83(1993) POSITION- 35 20 25.92228(N) 095 06 21.86851(W)   ADJUSTED
 FH1100* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 FH1100  ______________________________________________________________________
 FH1100  GEOID HEIGHT    -        -30.357 (meters)                     GEOID18
 FH1100  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 FH1100  HORZ ORDER      -  FIRST
 FH1100
 FH1100.The horizontal coordinates were established by classical geodetic methods
 FH1100.and adjusted by the National Geodetic Survey in November 1994.
 FH1100
 FH1100.The orthometric height was scaled from a topographic map.
 FH1100
 FH1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1100.GEOID18 height accuracy estimate available here.
 FH1100
 FH1100.Click photographs - Photos may exist for this station.
 FH1100
 FH1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1100
 FH1100. The following values were computed from the NAD 83(1993) position.
 FH1100
 FH1100;                    North         East     Units Scale Factor Converg.
 FH1100;SPC OK S     -   226,425.952   863,052.004   MT  1.00002294   +1 38 33.5
 FH1100;SPC OK S     -   742,865.81  2,831,529.78   sFT  1.00002294   +1 38 33.5
 FH1100;UTM  15      - 3,912,843.343   308,602.420   MT  1.00005147   -1 13 06.9
 FH1100
 FH1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1100!SPC OK S     -   0.99996378  x   1.00002294  =   0.99998672
 FH1100!UTM  15      -   0.99996378  x   1.00005147  =   1.00001525
 FH1100
 FH1100:                Primary Azimuth Mark                     Grid Az
 FH1100:SPC OK S     -  JACKSON AZ MK                            042 47 59.2
 FH1100:UTM  15      -  JACKSON AZ MK                            045 39 39.6
 FH1100
 FH1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0860212843(NAD 83)
 FH1100
 FH1100|---------------------------------------------------------------------|
 FH1100| PID    Reference Object                     Distance      Geod. Az  |
 FH1100|                                                           dddmmss.s |
 FH1100| CI1757 JACKSON RM 1                         21.222 METERS 03749     |
 FH1100| CI1756 JACKSON AZ MK                                      0442632.7 |
 FH1100| CI1758 JACKSON RM 2                         63.371 METERS 15407     |
 FH1100|---------------------------------------------------------------------|
 FH1100
 FH1100                          SUPERSEDED SURVEY CONTROL
 FH1100
 FH1100  NAD 83(1986)-  35 20 25.93349(N)    095 06 21.85874(W) AD(       ) 1
 FH1100  NAD 27      -  35 20 25.58600(N)    095 06 21.00300(W) AD(       ) 1
 FH1100
 FH1100.Superseded values are not recommended for survey control.
 FH1100
 FH1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1100.See file dsdata.pdf to determine how the superseded data were derived.
 FH1100
 FH1100_MARKER: DS = TRIANGULATION STATION DISK
 FH1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1100_STAMPING: JACKSON 1940
 FH1100_MARK LOGO: CGS
 FH1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1100+STABILITY: SURFACE MOTION
 FH1100
 FH1100  HISTORY     - Date     Condition        Report By
 FH1100  HISTORY     - 1940     MONUMENTED       CGS
 FH1100  HISTORY     - 1959     GOOD             CGS
 FH1100
 FH1100                          STATION DESCRIPTION
 FH1100
 FH1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1100'STATION IS LOCATED ABOUT 7.0 MILES N OF STIGLER, AND ABOUT
 FH1100'1.0 MILE S OF THE MUDLARK SCHOOL, JUST E OF THE HIGHEST
 FH1100'PART OF A TIMBERED RIDGE.  IT IS 4.0 FEET S OF A WHITE REFERENCE
 FH1100'POST, 58.5 FEET S OF FENCE, 31.0 FEET E OF FENCE, AND 20.0
 FH1100'FEET N OF A 14-INCH OAK TREE WITH A TRIANGLE BLAZE.
 FH1100'
 FH1100'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FH1100'SET IN CONCRETE.
 FH1100'
 FH1100'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 FH1100'OUT-CROPPING BEDROCK.
 FH1100'
 FH1100'STATION IS STAMPED JACKSON 1940 AND PROJECTS ABOUT 3 INCHES
 FH1100'ABOVE THE GROUND.
 FH1100'
 FH1100'REFERENCE MARK NO.1 IS STAMPED JACKSON NO.1 1940 AND PROJECTS
 FH1100'ABOUT 3 INCHES ABOVE GROUND AT ABOUT THE SAME ELEVATION
 FH1100'AS STATION.  IT IS 2.0 FEET S OF FENCE, AND 69.0 FEET E
 FH1100'OF A FENCE CORNER.  REFERENCE MARK NO.2 IS STAMPED JACKSON
 FH1100'NO.2 1940 AND PROJECTS ABOUT 5 INCHES ABOVE GROUND.  IT
 FH1100'IS ABOUT 4.0 FEET LOWER THAN THE STATION.
 FH1100'
 FH1100'AZIMUTH MARK IS STAMPED JACKSON 1940 AND IS SET FLUSH WITH
 FH1100'THE GROUND.  IT IS 3.3 FEET SE OF A WHITE REFERENCE POST,
 FH1100'AND 100 FEET S OF A DIM TRACK ROAD.
 FH1100'
 FH1100'TO REACH STATION FROM THE MAIN STREET INTERSECTION IN STIGLER,
 FH1100'GO W ON STATE HIGHWAY 10, 0.45 MILE TO A SIDE STREET ON THE
 FH1100'RIGHT (N) JUST E OF STARK NURSERY WAREHOUSE.  TURN RIGHT
 FH1100'(N) AND GO 4.8 MILES TO A SMALL STORE AND PERRY SCHOOL AT
 FH1100'CROSS ROAD.  TURN RIGHT (E) AND GO 2.0 MILES TO CROSS ROAD.
 FH1100'TURN LEFT (N) AND GO 1.0 MILE TO CROSSROAD.  KEEP STRAIGHT
 FH1100'AHEAD (N) UP RIDGE AND GO 0.8 MILE TO A HOUSE AND BARN ON
 FH1100'THE RIGHT (W).  TURN LEFT (W) AND GO TO A GATE IN FENCE
 FH1100'JUST W OF BARN.  ENTER GATE AND GO W ON THE N SIDE OF FIELD
 FH1100'0.3 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE 0.1 MILE
 FH1100'TO FENCE ON THE W SIDE OF FIELD.  TURN LEFT (S) AND GO 0.2
 FH1100'MILE TO STATION JUST S OF S FENCE OF FIELD.
 FH1100'
 FH1100'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 FH1100
 FH1100                          STATION RECOVERY (1959)
 FH1100
 FH1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1100'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1100'THE STATION IS JUST SOUTH OF THE SOUTHWEST CORNER OF AN
 FH1100'OPEN FIELD.  THIS FIELD HAS NOT BEEN UNDER CULTIVATION FOR
 FH1100'SOME TIME AND IS ROCKY AND ROUGH DUE TO GULLIES.  THE AZIMUTH
 FH1100'MARK IS IN AN OUTCROPPING ROCK NEAR THE NORTH SIDE OF THE
 FH1100'OPEN FIELD AND IS ABOUT 40 FEET WEST OF THE CENTERLINE OF
 FH1100'A DOUBLE-POLE TRANSMISSION LINE THAT CROSSES NORTH AND SOUTH
 FH1100'OVER HILL.
 FH1100'
 FH1100'TO REACH THE STATION FROM STIGLER, FROM THE INTERSECTION
 FH1100'OF THE MAIN STREET, GO WEST ON STATE HIGHWAY 9 FOR 0.45
 FH1100'MILE TO A SIDE STREET ON THE RIGHT, TURN RIGHT AND GO NORTH
 FH1100'FOR 4.8 MILES TO CROSSROADS, TURN RIGHT AND GO EAST 2.0
 FH1100'MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0 MILE
 FH1100'TO A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.25 MILE
 FH1100'TO A GAP IN FENCE ON RIGHT, TURN RIGHT AND FOLLOW TRACK
 FH1100'ROAD EAST AND NORTH FOR 0.75 MILE TO AN EARTH TANK AT TOP
 FH1100'OF RIDGE, PASS AROUND TO NORTH OF DAM AND PICK ROAD WEST
 FH1100'AND SOUTHWEST THROUGH FIELD TO SOUTHWEST CORNER OF OPEN
 FH1100'FIELD AND STATION TO SOUTH AS ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0818 ***********************************************************************
 GG0818  DESIGNATION -  JACKSON
 GG0818  PID         -  GG0818
 GG0818  STATE/COUNTY-  OK/ROGERS
 GG0818  COUNTRY     -  US
 GG0818  USGS QUAD   -  SAGEEYAH (2018)
 GG0818
 GG0818                         *CURRENT SURVEY CONTROL
 GG0818  ______________________________________________________________________
 GG0818* NAD 83(1993) POSITION- 36 19 22.27548(N) 095 42 50.88471(W)   ADJUSTED
 GG0818* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 GG0818  ______________________________________________________________________
 GG0818  GEOID HEIGHT    -        -29.162 (meters)                     GEOID18
 GG0818  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 GG0818  HORZ ORDER      -  FIRST
 GG0818
 GG0818.The horizontal coordinates were established by classical geodetic methods
 GG0818.and adjusted by the National Geodetic Survey in November 1994.
 GG0818
 GG0818.The orthometric height was scaled from a topographic map.
 GG0818
 GG0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0818.GEOID18 height accuracy estimate available here.
 GG0818
 GG0818.Click photographs - Photos may exist for this station.
 GG0818
 GG0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0818
 GG0818. The following values were computed from the NAD 83(1993) position.
 GG0818
 GG0818;                    North         East     Units Scale Factor Converg.
 GG0818;SPC OK N     -   149,191.341   805,229.288   MT  0.99994907   +1 20 56.4
 GG0818;SPC OK N     -   489,471.92  2,641,823.09   sFT  0.99994907   +1 20 56.4
 GG0818;UTM  15      - 4,023,178.410   256,355.034   MT  1.00033147   -1 36 30.5
 GG0818
 GG0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0818!SPC OK N     -   0.99996218  x   0.99994907  =   0.99991126
 GG0818!UTM  15      -   0.99996218  x   1.00033147  =   1.00029364
 GG0818
 GG0818:                Primary Azimuth Mark                     Grid Az
 GG0818:SPC OK N     -  JACKSON AZ MK                            251 00 17.0
 GG0818:UTM  15      -  JACKSON AZ MK                            253 57 43.9
 GG0818
 GG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5635523178(NAD 83)
 GG0818
 GG0818|---------------------------------------------------------------------|
 GG0818| PID    Reference Object                     Distance      Geod. Az  |
 GG0818|                                                           dddmmss.s |
 GG0818| CI1753 JACKSON RM 1                         33.354 METERS 02030     |
 GG0818| GG0816 CLAREMORE SMALL MUNICIPAL TANK      APPROX. 7.4 KM 0883148.9 |
 GG0818| GG0815 CLAREMORE OKLA MIL ACAD DOME        APPROX. 7.1 KM 0921542.4 |
 GG0818| GG0812 CLAREMORE LARGE MUNICIPAL TANK      APPROX. 8.8 KM 0934511.7 |
 GG0818| CI1755 JACKSON RM 3                         23.089 METERS 22439     |
 GG0818| CI1754 JACKSON RM 2                         23.100 METERS 22442     |
 GG0818| CI1752 JACKSON AZ MK                                      2522113.4 |
 GG0818| GG0842 COLLINSVILLE MUNICIPAL TANK         APPROX.12.7 KM 2924835.1 |
 GG0818|---------------------------------------------------------------------|
 GG0818
 GG0818                          SUPERSEDED SURVEY CONTROL
 GG0818
 GG0818  NAD 83(1986)-  36 19 22.30170(N)    095 42 50.86783(W) AD(       ) 1
 GG0818  NAD 27      -  36 19 21.95300(N)    095 42 49.92900(W) AD(       ) 1
 GG0818
 GG0818.Superseded values are not recommended for survey control.
 GG0818
 GG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0818.See file dsdata.pdf to determine how the superseded data were derived.
 GG0818
 GG0818_MARKER: DS = TRIANGULATION STATION DISK
 GG0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0818_STAMPING: JACKSON 1934
 GG0818_MARK LOGO: CGS
 GG0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0818+STABILITY: SURFACE MOTION
 GG0818
 GG0818  HISTORY     - Date     Condition        Report By
 GG0818  HISTORY     - 1934     MONUMENTED       CGS
 GG0818  HISTORY     - 1938     GOOD             CGS
 GG0818  HISTORY     - 1956     GOOD             USGS
 GG0818  HISTORY     - 1960     GOOD             CGS
 GG0818  HISTORY     - 1967     GOOD             CGS
 GG0818  HISTORY     - 1968     GOOD             USGS
 GG0818  HISTORY     - 1968     GOOD             USGS
 GG0818  HISTORY     - 1986     GOOD             USPSQD
 GG0818
 GG0818                          STATION DESCRIPTION
 GG0818
 GG0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0818'ABOUT 6 MILES NORTH OF WEST OF CLAREMORE, IN THE SOUTHEAST
 GG0818'CORNER OF THE SOUTHWEST QUARTER SEC. 4, T. 21 N., R. 15 E.,
 GG0818'ON THE HIGHEST TIMBER-COVERED HILL IN THE VICINITY, ON LAND
 GG0818'OWNED BY W.S. JACKSON OF CLAREMORE, IN THE NORTHWEST CORNER
 GG0818'OF HOUSE YARD LAWN, 25 FEET NORTHWEST OF NORTHWEST CORNER
 GG0818'OF HOUSE, AND 9 FEET EAST OF FENCE AROUND YARD.
 GG0818'
 GG0818'TO REACH FROM CLAREMORE, FROM THE INTERSECTION OF U.S. HIGHWAY
 GG0818'66 AND STATE HIGHWAY 20, GO WEST ON NO. 20 FOR 0.65 MILE TO
 GG0818'END OF PAVEMENT, HERE TAKE LEFT FORK AND FOLLOW NO. 20 FOR 5.95
 GG0818'MILES, CROSSING BRIDGE OVER VERDIGRIS RIVER AT 4.6 MILES, AT
 GG0818'TOP OF HILL TAKE RIGHT FORK NORTH AND GO 0.5 MILE, THEN TURN
 GG0818'RIGHT AND GO EAST 0.2 MILE, HERE TURN LEFT THROUGH GATE AND GO
 GG0818'0.05 MILE TO HOUSE AND STATION.
 GG0818'
 GG0818'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0818'BRONZE DISKS SET IN CONCRETE.
 GG0818'
 GG0818'REFERENCE MARK NO. 1 IS 75.78 FEET NORTHEAST OF STATION ON
 GG0818'EAST-AND-WEST FENCE LINE IN BARNYARD, 25 FEET EAST OF NORTHEAST
 GG0818'CORNER OF BARN.  REFERENCE MARK NO. 2 IS 109.56 FEET SOUTHWEST
 GG0818'OF STATION, ON NORTH-AND-SOUTH FENCE LINE ON EAST EDGE OF
 GG0818'CULTIVATED FIELD.
 GG0818'
 GG0818'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION, ON WEST SIDE
 GG0818'OF NORTH-AND-SOUTH DIRT ROAD AND ON SOUTH SIDE OF EAST-AND-WEST
 GG0818'DIRT ROAD, IN FENCE CORNER.
 GG0818'
 GG0818'A ROCK SIMILAR TO THE ONE ESTABLISHED BY THE U.S. GEOLOGICAL
 GG0818'SURVEY IS 11.43 METERS SOUTHEAST OF STATION, 12 FEET NORTH OF
 GG0818'THE NORTHWEST CORNER OF MR. JACKSONS HOUSE AND PROJECTS ABOUT
 GG0818'6 INCHES ABOVE THE SURFACE.  IT HAD NO BRASS PLUG OR OTHER
 GG0818'MARKS TO IDENTIFY IT.
 GG0818'
 GG0818'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 GG0818
 GG0818                          STATION RECOVERY (1938)
 GG0818
 GG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0818'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 6 MILES NORTH
 GG0818'OF WEST OF CLAREMORE, IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 GG0818'QUARTER SEC. 4, T. 21 N., R. 15 E., ON PROPERTY OWNED BY
 GG0818'W.S. JACKSON, ABOUT 25 FEET NORTHWEST OF HIS RESIDENCE AND IN
 GG0818'THE NORTHWEST PART OF HIS YARD LAWN.
 GG0818'
 GG0818'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 GG0818'HIGHWAY 20 IN CLAREMORE GO WEST ON STATE HIGHWAY 20 FOR 0.65 MILE
 GG0818'TO THE END OF PAVEMENT AND FORK, THENCE LEFT FORK, FOLLOWING
 GG0818'STATE HIGHWAY 20 SOUTHWEST FOR 4.6 MILES TO A BRIDGE OVER
 GG0818'THE VERDIGRIS RIVER, CONTINUE ACROSS BRIDGE 1.35 MILES TO THE
 GG0818'TOP OF HILL AND CROSS ROAD, THENCE RIGHT (NORTH) 0.5 MILE TO
 GG0818'CROSS ROAD AND THE AZIMUTH MARK ON THE WEST SIDE OF THE ROAD,
 GG0818'THENCE RIGHT (EAST) 0.2 MILE TO THE JACKSON RESIDENCE.  THE
 GG0818'MARK IS IN HIS FRONT YARD BETWEEN HOUSE AND GARAGE.
 GG0818'
 GG0818'REFERENCE MARK NO. 1 IS 23.100 METERS OR 75.78 FEET
 GG0818'NORTHEAST OF THE STATION IN AN EAST-WEST FENCE LINE IN BARNYARD,
 GG0818'25 FEET NORTH OF THE NORTHEAST CORNER OF BARN.  THE DISTANCE
 GG0818'AND DIRECTION TO THIS MARK COULD NOT BE CHECKED AT THIS TIME
 GG0818'DUE TO A CORRAL AND WOODPILE OBSTRUCTING IT.  REFERENCE MARK
 GG0818'NO. 2 IS SOUTHWEST OF THE STATION IN A NORTH-SOUTH FENCE
 GG0818'LINE ON THE EDGE OF A CULTIVATED FIELD.
 GG0818'
 GG0818'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION ON THE WEST
 GG0818'SIDE OF A NORTH-SOUTH DIRT ROAD, IN FENCE CORNER (1934 DESCRIPTION
 GG0818'SAYS 0.5 MILE SOUTHEAST OF THE STATION).
 GG0818'
 GG0818'OBSERVATIONS MADE FROM A 37-FOOT STEEL TOWER.
 GG0818
 GG0818                          STATION RECOVERY (1956)
 GG0818
 GG0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GG0818'STATION WAS FOUND IN GOOD CONDITION.  COVERED BY ABOUT HALF
 GG0818'AN INCH OF DIRT.  RECORDED DISTANCES TO THE TWO REFERENCE
 GG0818'MARKS ARE INTERCHANGED.  REFERENCE MARK NO. 2 IS 75.78 FEET
 GG0818'SOUTHWEST FROM THE STATION AND REFERENCE MARK NO. 1 IS ABOUT
 GG0818'110 FEET NORTHEAST FROM STATION.  IT WAS NOT POSSIBLE TO GET
 GG0818'AN ACCURATE MEASUREMENT TO NO. 1 AS THERE IS AN OLD TRUCK
 GG0818'WITH ONLY THREE WHEELS ON IT IN THE DIRECT LINE.  ALSO TWO
 GG0818'FENCES OF A CORRAL ARE IN THE WAY.
 GG0818
 GG0818                          STATION RECOVERY (1960)
 GG0818
 GG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0818'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GG0818'THE STATION MARK RECOVERED 43 FEET NORTHWEST OF THE NORTHWEST
 GG0818'CORNER OF A HOUSE, 17.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 GG0818'ONE OF TWO CEDAR TREES AND ABOUT 2 INCHES BELOW THE SURFACE OF
 GG0818'THE GROUND.  R.M. NO. 1 IS 109.56 FEET NORTH-NORTHEAST OF THE
 GG0818'STATION AND IS IN A SMALL LOADING PEN.  R.M. NO. 2 IS 75.79
 GG0818'FEET SOUTHWEST OF THE STATION IN WEST EDGE OF YARD.  THE
 GG0818'MEASUREMENTS FOR THE REFERENCE MARKS WERE REVERSED IN THE
 GG0818'ORIGINAL DESCRIPTION.
 GG0818'
 GG0818'THE AZIMUTH MARK RECOVERED IN THE SOUTHWEST ANGLE OF A
 GG0818'T-INTERSECTION, ABOUT 0.2 MILE SOUTHWEST OF THE STATION.
 GG0818'
 GG0818'THE 1938 DESCRIPTION, TO REACH THE STATION FROM CLAREMORE, IS
 GG0818'ADEQUATE.
 GG0818
 GG0818                          STATION RECOVERY (1967)
 GG0818
 GG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 GG0818'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 GG0818'FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS FOUND TO BE TILTED AND
 GG0818'THIS MARK WAS RESET.  THE DISTANCE TO THE REFERENCE MARKS WAS
 GG0818'FOUND TO BE IN ERROR AND IT WAS FOUND THAT THESE DISTANCES HAD
 GG0818'BEEN INTERCHANGED.
 GG0818'
 GG0818'TO REACH THE STATION FROM CLAREMORE, FROM THE JUNCTION OF U.S.
 GG0818'HIGHWAY 66 AND STATE HIGHWAY 20 AT THE WEST EDGE OF THE BUSINESS
 GG0818'DISTRICT, GO WEST ON ROUTE 20 FOR 0.7 MILE TO FORKS, TAKE LEFT
 GG0818'FORK AND CONTINUE ON ROUTE 20 FOR 4.6 MILES TO THE CENTER OF THE
 GG0818'BRIDGE OVER THE VERDIGRIS RIVER, CONTINUE WEST ON THE HIGHWAY
 GG0818'FOR 1.35 MILES TO CROSSROADS, TURN RIGHT AND GO NORTHERLY
 GG0818'FOR 0.5 MILE TO A T-INTERSECTION AND THE AZIMUTH MARK ON THE
 GG0818'LEFT, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A DRIVEWAY ON THE
 GG0818'LEFT, TURN LEFT AND GO NORTH FOR 0.05 MILE TO A HOUSE AND
 GG0818'STATION ON THE RIGHT.
 GG0818'
 GG0818'THE STATION MARK IS 63 FEET NORTH-NORTHWEST OF THE NORTHWEST
 GG0818'CORNER OF THE NEW PART OF THE HOUSE, 46 FEET SOUTHWEST OF A
 GG0818'POWERLINE POLE WITH METER AND 17.5 FEET WEST-SOUTHWEST OF THE
 GG0818'SOUTHEAST ONE OF TWO CEDAR TREES.  THE MARK IS FLUSH AND THE
 GG0818'DISK IS STAMPED JACKSON 1934.
 GG0818'
 GG0818'R.M. NO. 1 IS 60.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A ROCK
 GG0818'BARN AND 10 FEET WEST OF LOT FENCE.  THE MARK PROJECTS 1 FOOT
 GG0818'AND THE DISK IS STAMPED JACKSON NO 1 1934.
 GG0818'
 GG0818'R.M. NO. 3 IS 15 FEET SOUTHEAST OF A POWERLINE POLE WITH
 GG0818'TRANSFORMER AND 7.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY.
 GG0818'THE MARK IS ABOUT FLUSH AND THE DISK IS STAMPED JACKSON NO 3 1934
 GG0818'1967.
 GG0818'
 GG0818'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 GG0818'EAST-WEST ROAD, 17 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 GG0818'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 GG0818'2 INCHES AND THE DISK IS STAMPED JACKSON AZI 1934.
 GG0818'
 GG0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 GG0818'WEST OF CLAREMORE.
 GG0818
 GG0818                          STATION RECOVERY (1968)
 GG0818
 GG0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0818'TREE ON LINE BETWEEN REFERENCE MARKS.  COULD NOT MEASURE.  ALL
 GG0818'MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPT--REFERENCE
 GG0818'MARK NO. 1 RESTAMPED NO. 3, 1934, 1967.
 GG0818'
 GG0818'THE OLD DESCRIPTION IS ADEQUATE.
 GG0818
 GG0818                          STATION RECOVERY (1968)
 GG0818
 GG0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0818'RECOVERED IN GOOD CONDITION.
 GG0818
 GG0818                          STATION RECOVERY (1986)
 GG0818
 GG0818'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0791 ***********************************************************************
 EL0791  DESIGNATION -  JAMES
 EL0791  PID         -  EL0791
 EL0791  STATE/COUNTY-  OK/MURRAY
 EL0791  COUNTRY     -  US
 EL0791  USGS QUAD   -  NEBO (2018)
 EL0791
 EL0791                         *CURRENT SURVEY CONTROL
 EL0791  ______________________________________________________________________
 EL0791* NAD 83(1993) POSITION- 34 21 22.04140(N) 096 53 03.57005(W)   ADJUSTED
 EL0791* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 EL0791  ______________________________________________________________________
 EL0791  GEOID HEIGHT    -        -25.328 (meters)                     GEOID18
 EL0791  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 EL0791  HORZ ORDER      -  FIRST
 EL0791
 EL0791.The horizontal coordinates were established by classical geodetic methods
 EL0791.and adjusted by the National Geodetic Survey in November 1994.
 EL0791
 EL0791.The orthometric height was scaled from a topographic map.
 EL0791
 EL0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0791.GEOID18 height accuracy estimate available here.
 EL0791
 EL0791.Click photographs - Photos may exist for this station.
 EL0791
 EL0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0791
 EL0791. The following values were computed from the NAD 83(1993) position.
 EL0791
 EL0791;                    North         East     Units Scale Factor Converg.
 EL0791;SPC OK S     -   114,018.155   702,631.422   MT  0.99994382   +0 37 59.8
 EL0791;SPC OK S     -   374,074.56  2,305,216.59   sFT  0.99994382   +0 37 59.8
 EL0791;UTM  14      - 3,803,671.154   694,575.080   MT  1.00006669   +1 11 39.6
 EL0791
 EL0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0791!SPC OK S     -   0.99995060  x   0.99994382  =   0.99989442
 EL0791!UTM  14      -   0.99995060  x   1.00006669  =   1.00001728
 EL0791
 EL0791:                Primary Azimuth Mark                     Grid Az
 EL0791:SPC OK S     -  PENNER                                   022 53 27.8
 EL0791:UTM  14      -  PENNER                                   022 19 48.0
 EL0791
 EL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9457503671(NAD 83)
 EL0791
 EL0791|---------------------------------------------------------------------|
 EL0791| PID    Reference Object                     Distance      Geod. Az  |
 EL0791|                                                           dddmmss.s |
 EL0791| EL0784 PENNER                              APPROX. 3.1 KM 0233127.6 |
 EL0791| CY1317 JAMES RM 1                           13.500 METERS 08318     |
 EL0791| CY1318 JAMES RM 2                           12.865 METERS 34942     |
 EL0791|---------------------------------------------------------------------|
 EL0791
 EL0791                          SUPERSEDED SURVEY CONTROL
 EL0791
 EL0791  NAD 83(1986)-  34 21 22.04639(N)    096 53 03.56167(W) AD(       ) 1
 EL0791  NAD 27      -  34 21 21.71490(N)    096 53 02.52570(W) AD(       ) 1
 EL0791
 EL0791.Superseded values are not recommended for survey control.
 EL0791
 EL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0791.See file dsdata.pdf to determine how the superseded data were derived.
 EL0791
 EL0791_MARKER: DS = TRIANGULATION STATION DISK
 EL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0791_STAMPING: JAMES 1954
 EL0791_MARK LOGO: CGS
 EL0791_PROJECTION: FLUSH
 EL0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0791+STABILITY: SURFACE MOTION
 EL0791
 EL0791  HISTORY     - Date     Condition        Report By
 EL0791  HISTORY     - 1954     MONUMENTED       CGS
 EL0791
 EL0791                          STATION DESCRIPTION
 EL0791
 EL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0791'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SULPHUR AND
 EL0791'5 MILES SOUTHWEST OF MILL CREEK ON A BARE, GRASS COVERED HILL.
 EL0791'IT IS A STANDARD DISK CEMENTED IN THE TOP OF A SQUARE CONCRETE
 EL0791'POST AND IS FLUSH WITH THE GROUND.  IT IS STAMPED JAMES 1954.
 EL0791'
 EL0791'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 EL0791'SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS
 EL0791'STAMPED JAMES NO 1 1954.
 EL0791'
 EL0791'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 EL0791'SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS
 EL0791'STAMPED JAMES NO 2 1954.
 EL0791'
 EL0791'TRIANGULATION STATION PENNER WILL SERVE AS THE AZIMUTH MARK.
 EL0791'
 EL0791'TO REACH FROM THE POST OFFICE IN MILL CREEK GO WEST ON A GRAVELED
 EL0791'ROAD FOR 3.3 MILES TO A GATE ON THE LEFT, TURN LEFT, SOUTH,
 EL0791'PASS THROUGH GATE AND GO 0.3 MILE TO A FORK, TAKE RIGHT FORK
 EL0791'AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 0.8 MILES TO
 EL0791'A GATE, PASS THROUGH GATE AND GO 0.4 MILE TO A FORK, TAKE
 EL0791'RIGHT FORK AND GO 1.15 MILE TO A WIRE GATE, PASS THROUGH AND
 EL0791'GO 1.0 MILE TO A GATE, PASS THROUGH GATE AND GO 0.3 MILE TO
 EL0791'THE STATION ABOUT 60 YARDS WEST OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0807 ***********************************************************************
 GG0807  DESIGNATION -  JAMES
 GG0807  PID         -  GG0807
 GG0807  STATE/COUNTY-  OK/ROGERS
 GG0807  COUNTRY     -  US
 GG0807  USGS QUAD   -  FOYIL (2019)
 GG0807
 GG0807                         *CURRENT SURVEY CONTROL
 GG0807  ______________________________________________________________________
 GG0807* NAD 83(1993) POSITION- 36 26 43.18433(N) 095 30 47.34403(W)   ADJUSTED
 GG0807* NAVD 88 ORTHO HEIGHT -   253.2   (meters)      831.    (feet) VERTCON3
 GG0807  ______________________________________________________________________
 GG0807  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 GG0807  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 GG0807  HORZ ORDER      -  SECOND
 GG0807
 GG0807.The horizontal coordinates were established by classical geodetic methods
 GG0807.and adjusted by the National Geodetic Survey in November 1994.
 GG0807
 GG0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0807
 GG0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0807.GEOID18 height accuracy estimate available here.
 GG0807
 GG0807.Click photographs - Photos may exist for this station.
 GG0807
 GG0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0807
 GG0807. The following values were computed from the NAD 83(1993) position.
 GG0807
 GG0807;                    North         East     Units Scale Factor Converg.
 GG0807;SPC OK N     -   163,220.308   822,922.118   MT  0.99995713   +1 28 03.4
 GG0807;SPC OK N     -   535,498.63  2,699,870.32   sFT  0.99995713   +1 28 03.4
 GG0807;UTM  15      - 4,036,279.477   274,754.532   MT  1.00022514   -1 29 36.9
 GG0807
 GG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0807!SPC OK N     -   0.99996485  x   0.99995713  =   0.99992198
 GG0807!UTM  15      -   0.99996485  x   1.00022514  =   1.00018998
 GG0807
 GG0807:                Primary Azimuth Mark                     Grid Az
 GG0807:SPC OK N     -  CHURCH SPIRE                             097 00 59.1
 GG0807:UTM  15      -  CHURCH SPIRE                             099 58 39.4
 GG0807
 GG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7475436279(NAD 83)
 GG0807
 GG0807|---------------------------------------------------------------------|
 GG0807| PID    Reference Object                     Distance      Geod. Az  |
 GG0807|                                                           dddmmss.s |
 GG0807| CI1454 CHURCH SPIRE                                       0982902.5 |
 GG0807| CI1766 JAMES RM 2                           14.980 METERS 12238     |
 GG0807| CI1765 JAMES RM 1                           18.648 METERS 20523     |
 GG0807|---------------------------------------------------------------------|
 GG0807
 GG0807                          SUPERSEDED SURVEY CONTROL
 GG0807
 GG0807  NAD 83(1986)-  36 26 43.20809(N)    095 30 47.32732(W) AD(       ) 2
 GG0807  NAD 27      -  36 26 42.87203(N)    095 30 46.40789(W) AD(       ) 2
 GG0807  NGVD 29 (07/19/86)  253.1    (m)          830.     (f) VERT ANG       
 GG0807
 GG0807.Superseded values are not recommended for survey control.
 GG0807
 GG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0807.See file dsdata.pdf to determine how the superseded data were derived.
 GG0807
 GG0807_MARKER: DD = SURVEY DISK
 GG0807_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0807+WITH SETTING: INFORMATION.
 GG0807_STAMPING: ET JAMES 1968
 GG0807_MARK LOGO: USGS
 GG0807_PROJECTION: FLUSH
 GG0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0807
 GG0807  HISTORY     - Date     Condition        Report By
 GG0807  HISTORY     - 1968     MONUMENTED       USGS
 GG0807  HISTORY     - 19971024 GOOD             OKDOT
 GG0807
 GG0807                          STATION DESCRIPTION
 GG0807
 GG0807'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0807'THE STATION IS LOCATED APPROX. 1.0 MI S. AND 1.0 MI W. OF
 GG0807'BUSHYHEAD, T. 23 N., R. 17 E., NEAR THE SW. CORNER OF THE
 GG0807'NE. QUARTER OF SEC. 29, TOP OF HIGH DIRT MOUND OF STRIP MINE
 GG0807'OPERATIONS.
 GG0807'
 GG0807'TO REACH THE STATION FROM THE JUNCTION OF HWY. 66 AND WILL ROGERS
 GG0807'AVE., AT CLAREMORE, GO NORTHWARD ALONG HWY. 66 FOR 11.1 MI TO
 GG0807'STATION ON THE LEFT (W.) SIDE OF TWO LANE HWY.
 GG0807'
 GG0807'STATION MARK IS APPROX. 380 FT W. OF RR., 353 FT (SLOPE) WNW. FROM
 GG0807'STANDARD USGS WITNESS POST, STAMPED ET JAMES 1968.
 GG0807'
 GG0807'REFERENCE MARK NO. 1 IS SSW. OF THE STATION, STAMPED JAMES NO 1
 GG0807'1968.
 GG0807'
 GG0807'REFERENCE MARK NO. 2 IS ESE. OF THE STATION, STAMPED JAMES NO 2
 GG0807'1968.
 GG0807'
 GG0807'AZIMUTH MARK--NONE SET
 GG0807'
 GG0807'REFERENCE AZIMUTH OBSERVED TO TOP OF CENTER OF RED CHURCH
 GG0807'STEEPLE APPROX. 3.0 MI EASTWARD.
 GG0807'
 GG0807'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 GG0807'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 GG0807'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0807
 GG0807                          STATION RECOVERY (1997)
 GG0807
 GG0807'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (SHW)
 GG0807'REFERENCE MARKS FOUND.  MARK SITS ON TOP OF RIDGE CLOSEST TO RAILROAD
 GG0807'TRACK.  + 120 FT (36.6 M) VERTICAL CLIMB, + 60 FT (18.3 M) FROM NORTH
 GG0807'END OF RIDGE T-POST BENT OVER WITH PARTIAL SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0958 ***********************************************************************
 GG0958  FBN         -  This is a Federal Base Network Control Station.
 GG0958  DESIGNATION -  JAY
 GG0958  PID         -  GG0958
 GG0958  STATE/COUNTY-  OK/DELAWARE
 GG0958  COUNTRY     -  US
 GG0958  USGS QUAD   -  JAY (2018)
 GG0958
 GG0958                         *CURRENT SURVEY CONTROL
 GG0958  ______________________________________________________________________
 GG0958* NAD 83(2011) POSITION- 36 25 38.55749(N) 094 47 05.67069(W)   ADJUSTED
 GG0958* NAD 83(2011) ELLIP HT-   295.654 (meters)        (06/27/12)   ADJUSTED
 GG0958* NAD 83(2011) EPOCH   -  2010.00
 GG0958* NAVD 88 ORTHO HEIGHT -   324.419 (meters)     1064.36  (feet) ADJUSTED
 GG0958  ______________________________________________________________________
 GG0958  GEOID HEIGHT    -        -28.763 (meters)                     GEOID18
 GG0958  NAD 83(2011) X  -   -428,606.453 (meters)                     COMP
 GG0958  NAD 83(2011) Y  - -5,120,311.888 (meters)                     COMP
 GG0958  NAD 83(2011) Z  -  3,766,628.956 (meters)                     COMP
 GG0958  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 GG0958  DYNAMIC HEIGHT  -        324.140 (meters)     1063.45  (feet) COMP
 GG0958  MODELED GRAVITY -    979,761.8   (mgal)                       NAVD 88
 GG0958
 GG0958  VERT ORDER      -  FIRST     CLASS II
 GG0958
 GG0958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0958  Standards:
 GG0958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0958  -------------------------------------------------------------------
 GG0958  NETWORK    0.54   1.12           0.24   0.20   0.57     -0.00528521
 GG0958  -------------------------------------------------------------------
 GG0958  Click here for local accuracies and other accuracy information.
 GG0958
 GG0958.The horizontal coordinates were established by GPS observations
 GG0958.and adjusted by the National Geodetic Survey in June 2012.
 GG0958
 GG0958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0958.been affixed to the stable North American tectonic plate. See 
 GG0958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0958
 GG0958.The horizontal coordinates are valid at the epoch date displayed above
 GG0958.which is a decimal equivalence of Year/Month/Day.
 GG0958
 GG0958.The orthometric height was determined by differential leveling and
 GG0958.adjusted by the NATIONAL GEODETIC SURVEY
 GG0958.in August 1994.
 GG0958
 GG0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0958.GEOID18 height accuracy estimate available here.
 GG0958
 GG0958.Click photographs - Photos may exist for this station.
 GG0958
 GG0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0958
 GG0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0958
 GG0958.The ellipsoidal height was determined by GPS observations
 GG0958.and is referenced to NAD 83.
 GG0958
 GG0958.The dynamic height is computed by dividing the NAVD 88
 GG0958.geopotential number by the normal gravity value computed on the
 GG0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0958.degrees latitude (g = 980.6199 gals.).
 GG0958
 GG0958.The modeled gravity was interpolated from observed gravity values.
 GG0958
 GG0958. The following values were computed from the NAD 83(2011) position.
 GG0958
 GG0958;                    North         East     Units Scale Factor Converg.
 GG0958;SPC OK N     -   163,146.293   888,246.866   MT  0.99995567   +1 53 50.6
 GG0958;SPC OK N     -   535,255.80  2,914,189.93   sFT  0.99995567   +1 53 50.6
 GG0958;UTM  15      - 4,032,832.713   339,995.202   MT  0.99991543   -1 03 36.4
 GG0958
 GG0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0958!SPC OK N     -   0.99995360  x   0.99995567  =   0.99990927
 GG0958!UTM  15      -   0.99995360  x   0.99991543  =   0.99986904
 GG0958
 GG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3999532832(NAD 83)
 GG0958
 GG0958                          SUPERSEDED SURVEY CONTROL
 GG0958
 GG0958  NAD 83(2007)-  36 25 38.55749(N)    094 47 05.67138(W) AD(2002.00) 0
 GG0958  ELLIP H (02/10/07)  295.674  (m)                       GP(2002.00)    
 GG0958  ELLIP H (06/09/00)  295.661  (m)                       GP(       ) 2 2
 GG0958  NAD 83(1993)-  36 25 38.55817(N)    094 47 05.67140(W) AD(       ) B
 GG0958  ELLIP H (05/09/94)  295.750  (m)                       GP(       ) 4 2
 GG0958  NAVD 88             324.42   (m)         1064.4    (f) LEVELING    3  
 GG0958  NAVD 88 (05/09/94)  324.4    (m)  GEOID93  model used  GPS OBS        
 GG0958
 GG0958.Superseded values are not recommended for survey control.
 GG0958
 GG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0958.See file dsdata.pdf to determine how the superseded data were derived.
 GG0958
 GG0958_MARKER: F = FLANGE-ENCASED ROD
 GG0958_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0958+WITH SETTING: INFORMATION.
 GG0958_STAMPING: JAY 1993
 GG0958_MARK LOGO: NGS
 GG0958_PROJECTION: RECESSED 6 CENTIMETERS
 GG0958_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0958+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2023
 GG0958_ROD/PIPE-DEPTH: 2.10 meters
 GG0958
 GG0958  HISTORY     - Date     Condition        Report By
 GG0958  HISTORY     - 1993     MONUMENTED       NGS
 GG0958  HISTORY     - 19940401 GOOD             NGS
 GG0958  HISTORY     - 19970219 GOOD             NGS
 GG0958  HISTORY     - 19990825 GOOD             NGS
 GG0958  HISTORY     - 20020925 GOOD             NGS
 GG0958  HISTORY     - 20030724 GOOD             OKDOT
 GG0958  HISTORY     - 20231009 GOOD             OKDOT
 GG0958
 GG0958                          STATION DESCRIPTION
 GG0958
 GG0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GG0958'STATION IS LOCATED ON THE NORTHEAST EDGE OF JAY, AT THE EXIT ROAD TO
 GG0958'THE JAY ELEMENTARY SCHOOL, AT THE SOUTH CORNER OF A VERY LARGE GRASS
 GG0958'FIELD, ALONG U.S. HIGHWAY 59 AND STATE HIGHWAY 10, ON THE
 GG0958'RIGHT-OF-WAY, IN THE SOUTHWEST 1/4 OF SECTION 31, T 23 N, R 24 E.
 GG0958'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GG0958'TO REACH FROM THE JUNCTION OF US HIGHWAY 59 AND STATE HIGHWAYS 10, 20
 GG0958'AND 127 AT THE COURTHOUSE SQUARE IN JAY, GO NORTHERLY ON HIGHWAYS 10,
 GG0958'20 AND 59 FOR 0.84 KM (0.50 MI) TO THEIR JUNCTION WITH HIGHWAY 20
 GG0958'EAST. CONTINUE AHEAD ON HIGHWAYS 10 AND 59 FOR 0.53 KM (0.30 MI) TO
 GG0958'THE STATION AND EXIT ROAD ON THE LEFT.
 GG0958'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 GG0958'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 GG0958'IS 7.1 M (23.3 FT) NORTHEAST OF THE ROAD CENTER, 17.8 M (58.4 FT)
 GG0958'NORTHWEST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 4.6 M
 GG0958'(15.1 FT) EAST OF AN -EXIT ONLY- SIGNPOST, 13.0 M (42.7 FT) SOUTHWEST
 GG0958'OF THE NORTHWEST END OF THE SCHOOL SIGN, 3.6 M (11.8 FT) SOUTHEAST OF
 GG0958'THE EAST CORNER OF A CONCRETE DRAIN SLAB, 0.81 M (2.66 FT) SOUTHEAST
 GG0958'OF AN ODOT METAL WITNESS POST, 0.69 M (2.26 FT) NORTH-NORTHEAST OF A
 GG0958'WOODEN POST PROJECTING 1.04 M (3.41 FT) AND 0.59 M (1.94 FT)
 GG0958'SOUTH-SOUTHWEST OF A WOODEN POST PROJECTING 1.04 M (3.41 FT) .
 GG0958
 GG0958                          STATION RECOVERY (1994)
 GG0958
 GG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0958'1.4 KM (0.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 59 FROM THE
 GG0958'COURTHOUSE IN JAY, 560.0 M (1837.3 FT) NORTHEAST OF THE INTERSECTION
 GG0958'OF STATE HIGHWAY 20 EAST, 15.1 M (49.5 FT) NORTHWEST OF AND LEVEL
 GG0958'WITH THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF THE
 GG0958'WEST END OF A SIGN JAY ELEMENTARY SCHOOL, 7.1 M (23.3 FT) NORTHEAST
 GG0958'OF THE CENTER OF A ONE WAY EXIT STREET, 0.7 M (2.3 FT) SOUTHEAST OF A
 GG0958'WITNESS POST AND BETWEEN 2 WOODEN RIGHT-OF-WAY POSTS.  NOTE--ACCESS
 GG0958'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 GG0958'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 GG0958
 GG0958                          STATION RECOVERY (1997)
 GG0958
 GG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GG0958'RECOVERED AS DESCRIBED.
 GG0958
 GG0958                          STATION RECOVERY (1999)
 GG0958
 GG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GG0958'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF JAY, ON THE NORTHWEST
 GG0958'SIDE OF THE RIGHT-OF-WAY OF US HIGHWAY 59 AND ON THE NORTHEAST SIDE OF
 GG0958'AN ENTRANCE DRIVE TO THE JAY ELEMENTARY SCHOOL. OWNERSHIP--OKLAHOMA
 GG0958'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 GG0958'OF US HIGHWAY 59 AND STATE HIGHWAY 20 EAST ON THE NORTHEAST SIDE OF
 GG0958'JAY, GO NORTHEAST ON HIGHWAY 59 FOR 0.56 KM (0.35 MI) TO A LARGE METAL
 GG0958'BUILDING ON THE RIGHT WITH SIGN --GRANNYS ATTIC--, AN ENTRANCE DRIVE
 GG0958'TO JAY ELEMENTARY SCHOOL ON THE LEFT AND THE STATION ON THE LEFT, ON
 GG0958'THE NORTHEAST SIDE OF THE ENTRANCE DRIVE, BETWEEN TWO YELLOW WOOD
 GG0958'POSTS.  THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD,
 GG0958'ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 GG0958'CONCRETE FLUSH WITH THE GROUND AND ABOUT 1.89 M (6.20 FT) BELOW THE
 GG0958'LEVEL OF THE HIGHWAY.  LOCATED 15.24 M (50.00 FT) NORTHWEST OF THE
 GG0958'CENTER OF THE HIGHWAY, 12.81 M (42.03 FT) SOUTH-SOUTHWEST OF THE
 GG0958'NORTHWEST END OF A SCHOOL SIGN, 7.17 M (23.52 FT) NORTHEAST OF THE
 GG0958'CENTER OF THE ENTRANCE DRIVE AND 0.77 M (2.53 FT) SOUTHEAST OF A OKDOT
 GG0958'METAL WITNESS POST.
 GG0958
 GG0958                          STATION RECOVERY (2002)
 GG0958
 GG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GG0958'RECOVERED AS DESCRIBED.
 GG0958
 GG0958                          STATION RECOVERY (2003)
 GG0958
 GG0958'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (JAK)
 GG0958'RECOVERED AS DESCRIBED.
 GG0958
 GG0958                          STATION RECOVERY (2023)
 GG0958
 GG0958'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0958'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0701 ***********************************************************************
 EM0701  DESIGNATION -  JEFF
 EM0701  PID         -  EM0701
 EM0701  STATE/COUNTY-  OK/JEFFERSON
 EM0701  COUNTRY     -  US
 EM0701  USGS QUAD   -  WAURIKA WEST (2019)
 EM0701
 EM0701                         *CURRENT SURVEY CONTROL
 EM0701  ______________________________________________________________________
 EM0701* NAD 83(1993) POSITION- 34 14 30.83720(N) 098 07 18.46835(W)   ADJUSTED
 EM0701* NAVD 88 ORTHO HEIGHT -   315.93  (+/-2cm)     1036.5   (feet) VERTCON3
 EM0701  ______________________________________________________________________
 EM0701  GEOID HEIGHT    -        -25.461 (meters)                     GEOID18
 EM0701  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 EM0701  HORZ ORDER      -  SECOND
 EM0701  VERT ORDER      -  THIRD ? (See Below)
 EM0701
 EM0701.The horizontal coordinates were established by classical geodetic methods
 EM0701.and adjusted by the National Geodetic Survey in November 1994.
 EM0701
 EM0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0701
 EM0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0701.GEOID18 height accuracy estimate available here.
 EM0701
 EM0701.The vertical order pertains to the NGVD 29 superseded value.
 EM0701
 EM0701.Click photographs - Photos may exist for this station.
 EM0701
 EM0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0701
 EM0701. The following values were computed from the NAD 83(1993) position.
 EM0701
 EM0701;                    North         East     Units Scale Factor Converg.
 EM0701;SPC OK S     -   100,787.843   588,780.350   MT  0.99995368   -0 04 08.9
 EM0701;SPC OK S     -   330,668.11  1,931,690.20   sFT  0.99995368   -0 04 08.9
 EM0701;SPC TXNC     - 2,285,653.527   634,843.876   MT  1.00008840   +0 12 22.6
 EM0701;SPC TXNC     - 7,498,848.28  2,082,816.95   sFT  1.00008840   +0 12 22.6
 EM0701;UTM  14      - 3,789,326.569   580,870.726   MT  0.99968062   +0 29 39.1
 EM0701
 EM0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0701!SPC OK S     -   0.99995440  x   0.99995368  =   0.99990809
 EM0701!SPC TXNC     -   0.99995440  x   1.00008840  =   1.00004280
 EM0701!UTM  14      -   0.99995440  x   0.99968062  =   0.99963504
 EM0701
 EM0701:                Primary Azimuth Mark                     Grid Az
 EM0701:SPC OK S     -  JEFF AZ MK                               182 04 08.9
 EM0701:SPC TXNC     -  JEFF AZ MK                               181 47 37.4
 EM0701:UTM  14      -  JEFF AZ MK                               181 30 20.9
 EM0701
 EM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8087089326(NAD 83)
 EM0701
 EM0701|---------------------------------------------------------------------|
 EM0701| PID    Reference Object                     Distance      Geod. Az  |
 EM0701|                                                           dddmmss.s |
 EM0701| EM0703 HASTINGS MUNICIPAL TANK             APPROX. 1.7 KM 1350424.9 |
 EM0701| CX8400 JEFF RM 1                             8.545 METERS 17241     |
 EM0701| CX8399 JEFF AZ MK                                         1820000.0 |
 EM0701| CX8401 JEFF RM 2                            16.668 METERS 26552     |
 EM0701| EM0702 TT 25 A 27                           41.392 METERS 35908     |
 EM0701|---------------------------------------------------------------------|
 EM0701
 EM0701                          SUPERSEDED SURVEY CONTROL
 EM0701
 EM0701  NAD 83(1986)-  34 14 30.84066(N)    098 07 18.45495(W) AD(       ) 2
 EM0701  NAD 27      -  34 14 30.51700(N)    098 07 17.30800(W) AD(       ) 2
 EM0701  NGVD 29             315.85   (m)         1036.3    (f) LEVELING    3  
 EM0701
 EM0701.Superseded values are not recommended for survey control.
 EM0701
 EM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0701.See file dsdata.pdf to determine how the superseded data were derived.
 EM0701
 EM0701_MARKER: DS = TRIANGULATION STATION DISK
 EM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0701_STAMPING: JEFF 1948
 EM0701_MARK LOGO: CGS
 EM0701_PROJECTION: FLUSH
 EM0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0701+STABILITY: SURFACE MOTION
 EM0701
 EM0701  HISTORY     - Date     Condition        Report By
 EM0701  HISTORY     - 1948     MONUMENTED       CGS
 EM0701  HISTORY     - 1963     GOOD             CGS
 EM0701
 EM0701                          STATION DESCRIPTION
 EM0701
 EM0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0701'THE STATION IS ABOUT 1 MILE NORTHWEST OF HASTINGS, 1 MILE
 EM0701'EAST OF THE JEFFERSON-COTTON COUNTY LINE, 0.5 MILE SOUTHWEST
 EM0701'OF A FARMHOUSE, 24 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 EM0701'DIRT ROAD AND 4.5 FEET EAST OF THE WEST FENCE LINE.  IT IS
 EM0701'STAMPED JEFF 1948 AND IS FLUSH WITH THE GROUND.
 EM0701'
 EM0701'REFERENCE MARK NO. 1 IS 27.5 FEET EAST OF THE CENTER LINE
 EM0701'OF THE ROAD AND 1 FOOT WEST OF THE EAST FENCE LINE.  IT IS
 EM0701'STAMPED JEFF NO 1 1948 AND PROJECTS ABOUT 5 INCHES.
 EM0701'
 EM0701'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION, 28
 EM0701'FEET WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF THE WEST
 EM0701'FENCE LINE.  IT IS STAMPED JEFF NO 2 1948 AND PROJECTS ABOUT
 EM0701'6 INCHES.
 EM0701'
 EM0701'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION AT THE
 EM0701'SOUTHEAST CORNER OF A CEMETERY, 28 FEET WEST OF THE CENTER
 EM0701'OF THE ROAD TO THE STATION AND 1.5 FEET NORTHEAST OF A WITNESS
 EM0701'POST.  IT IS STAMPED JEFF 1948 AND PROJECTS 5 INCHES.
 EM0701'
 EM0701'A U.S. COAST AND GEODETIC AND STATE SURVEY DISK WHICH IS
 EM0701'STAMPED 25A27 TT 1934 IS NORTH OF THE STATION, 22.5 FEET
 EM0701'EAST OF THE CENTER OF THE ROAD, 7 FEET WEST OF A NORTH-SOUTH
 EM0701'FENCE ON THE SAME SIDE OF THE ROAD AS THE STATION.  IT
 EM0701'IS SET IN A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 EM0701'THE GROUND.
 EM0701'
 EM0701'TO REACH THE STATION FROM HASTINGS GO NORTH AND WEST ON OKLAHOMA
 EM0701'HIGHWAY 5 FOR 1.0 MILE, TURN RIGHT, NORTH, OFF THE HIGHWAY
 EM0701'AT A CROSSROAD AND GO 0.5 MILE TO THE SOUTHEAST CORNER OF A
 EM0701'CEMETERY AND THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 EM0701'CONTINUE 0.3 MILE TO THE STATION ON THE RIGHT SIDE OF THE
 EM0701'ROAD.
 EM0701'
 EM0701'A 37-FOOT SIGNAL AT ADDINGTON IS VISIBLE FROM THE GROUND.
 EM0701'
 EM0701'A 4-FOOT SIGNAL AT HASTINGS 1923 IS VISIBLE FROM THE GROUND.
 EM0701'
 EM0701'A 4-FOOT SIGNAL AT TEMPLE IS VISIBLE FROM THE GROUND.
 EM0701
 EM0701                          STATION RECOVERY (1963)
 EM0701
 EM0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0701'STATION, REFERENCE MARK NUMBER ONE AND AZIMUTH MARK RECOVERED
 EM0701'AND FOUND IN GOOD CONDITION.  THE DISK HAS BEEN BROKEN OFF FROM
 EM0701'REFERENCE MARK NUMBER TWO, STEM OF DISK STILL REMAINS IN
 EM0701'CONCRETE BLOCK.  THE U.S. COAST AND GEODETIC AND STATE SURVEY
 EM0701'MARK HAS BEEN DESTROYED.
 EM0701'
 EM0701'STATION IS IN THE NW 1/4 OF SEC. 2, T. 4 S., R. 9 W., ON
 EM0701'THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD, 27 FEET
 EM0701'EAST FROM THE CENTER OF THE ROAD AND 157 FEET SOUTH FROM THE
 EM0701'CENTER OF A DRIVEWAY INTO FIELD ON WEST SIDE OF ROAD, 4 FEET
 EM0701'WEST OF NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 EM0701'
 EM0701'R.M. NO. 1 IS 30 FEET EAST FROM CENTER OF ROAD AND 1 FOOT
 EM0701'WEST OF FENCE LINE.  THE MARK IS FLSH WITH GROUND SURFACE.
 EM0701'
 EM0701'AZIMUTH MARK FOUND AS DESCRIBED IN 1948.  THE DESCRIPTION
 EM0701'TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0854 ***********************************************************************
 GH0854  DESIGNATION -  JEFFERSON
 GH0854  PID         -  GH0854
 GH0854  STATE/COUNTY-  OK/GRANT
 GH0854  COUNTRY     -  US
 GH0854  USGS QUAD   -  POND CREEK (2018)
 GH0854
 GH0854                         *CURRENT SURVEY CONTROL
 GH0854  ______________________________________________________________________
 GH0854* NAD 83(1997) POSITION- 36 44 17.52561(N) 097 45 28.10287(W)   ADJUSTED
 GH0854* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 GH0854  ______________________________________________________________________
 GH0854  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 GH0854  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 GH0854  HORZ ORDER      -  FIRST
 GH0854
 GH0854.The horizontal coordinates were established by classical geodetic methods
 GH0854.and adjusted by the National Geodetic Survey in October 1998.
 GH0854
 GH0854.The orthometric height was scaled from a topographic map.
 GH0854
 GH0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0854.GEOID18 height accuracy estimate available here.
 GH0854
 GH0854.Click photographs - Photos may exist for this station.
 GH0854
 GH0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0854
 GH0854. The following values were computed from the NAD 83(1997) position.
 GH0854
 GH0854;                    North         East     Units Scale Factor Converg.
 GH0854;SPC OK N     -   192,891.328   621,631.614   MT  0.99999493   +0 08 34.5
 GH0854;SPC OK N     -   632,844.30  2,039,469.72   sFT  0.99999493   +0 08 34.5
 GH0854;UTM  14      - 4,066,550.055   610,905.771   MT  0.99975153   +0 44 35.2
 GH0854
 GH0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0854!SPC OK N     -   0.99995102  x   0.99999493  =   0.99994596
 GH0854!UTM  14      -   0.99995102  x   0.99975153  =   0.99970257
 GH0854
 GH0854:                Primary Azimuth Mark                     Grid Az
 GH0854:SPC OK N     -  JEFFERSON AZ MK                          051 03 21.6
 GH0854:UTM  14      -  JEFFERSON AZ MK                          050 27 20.9
 GH0854
 GH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1090566550(NAD 83)
 GH0854
 GH0854|---------------------------------------------------------------------|
 GH0854| PID    Reference Object                     Distance      Geod. Az  |
 GH0854|                                                           dddmmss.s |
 GH0854| GH0832 MEDFORD MUNICIPAL TANK              APPROX. 8.0 KM 0145619.6 |
 GH0854| GH0830 MEDFORD CLYDE COOP ASSN ELEV        APPROX. 7.6 KM 0155831.1 |
 GH0854| CL4586 JEFFERSON AZ MK                                    0511156.1 |
 GH0854| CL4587 JEFFERSON RM 1                       15.570 METERS 08939     |
 GH0854| GH0855 JEFFERSON FEUQUAY ELEV N ELEV       APPROX. 3.3 KM 2345931.4 |
 GH0854| CL4588 JEFFERSON RM 2                       14.651 METERS 27004     |
 GH0854| GH0870 CLYDE CLYDE COOP ASSN ELEV          APPROX.13.4 KM 3342837.5 |
 GH0854| GH0871 CLYDE ST ANTHONYS CHURCH SPIRE      APPROX.13.4 KM 3351038.1 |
 GH0854|---------------------------------------------------------------------|
 GH0854
 GH0854                          SUPERSEDED SURVEY CONTROL
 GH0854
 GH0854  NAD 83(1993)-  36 44 17.52681(N)    097 45 28.10376(W) AD(       ) 1
 GH0854  NAD 83(1986)-  36 44 17.53269(N)    097 45 28.09251(W) AD(       ) 1
 GH0854  NAD 27      -  36 44 17.42594(N)    097 45 26.90214(W) AD(       ) 1
 GH0854
 GH0854.Superseded values are not recommended for survey control.
 GH0854
 GH0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0854.See file dsdata.pdf to determine how the superseded data were derived.
 GH0854
 GH0854_MARKER: DS = TRIANGULATION STATION DISK
 GH0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0854_STAMPING: JEFFERSON 1957
 GH0854_MARK LOGO: CGS
 GH0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0854+STABILITY: SURFACE MOTION
 GH0854
 GH0854  HISTORY     - Date     Condition        Report By
 GH0854  HISTORY     - 1957     MONUMENTED       CGS
 GH0854
 GH0854                          STATION DESCRIPTION
 GH0854
 GH0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0854'STATION IS ABOUT 5 MILES SOUTH AND 1 MILE WEST OF MEDFORD, 6 MILES
 GH0854'NORTH AND 3 MILES EAST OF JEFFERSON AND IN THE SOUTHWEST 1/4 OF THE
 GH0854'SOUTHEAST 1/4 OF SECTION 8, T26N, R5W.
 GH0854'
 GH0854'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 GH0854'11, IN THE NORTH EDGE OF MEDFORD, GO SOUTHWESTERLY, THROUGH TOWN, ON
 GH0854'U.S. 81 FOR 5.5 MILES TO CROSSROADS AND SIGN IN SOUTHEAST ANGLE WILSON
 GH0854'FUNERAL HOME.  TURN SHARP LEFT AND GO EAST ON DIRT ROAD FOR 1.15 MILES
 GH0854'TO TOP OF RISE, FIELD ENTRANCE AND STATION ON THE LEFT. IT IS ABOUT
 GH0854'0.1 MILE EAST OF THE EAST END OF A HEDGEROW.  CONTINUE EAST FOR 0.35
 GH0854'MILE TO CROSSROADS.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.3 MILE
 GH0854'TO FARMHOUSE ON THE RIGHT AND AZIMUTH MARK ON THE LEFT.
 GH0854'
 GH0854'STATION MARKS ARE STANDARD DISKS, STAMPED JEFFERSON 1957.
 GH0854'
 GH0854'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 GH0854'BELOW GROUND SURFACE.
 GH0854'
 GH0854'THE SURFACE MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0854'WHICH PROJECTS 8 INCHES.  IT IS 26 FEET NORTH OF ROAD CENTER, 24 FEET
 GH0854'WEST OF FIELD ENTRANCE CENTER AND 3 FEET SOUTH OF AN EAST-WEST
 GH0854'RIGHT-OF-WAY FENCELINE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 7
 GH0854'FEET EAST OF THE MARK.
 GH0854'
 GH0854'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JEFFERSON NO 1 1957.
 GH0854'IT IS SET IN THE TOP OF AN 8 X 12 INCH CONCRETE POST WHICH PROJECTS 8
 GH0854'INCHES.  IT IS 27 FEET EAST OF FIELD ENTRANCE CENTER, 26 FEET NORTH OF
 GH0854'ROAD CENTER AND 3 FEET SOUTH OF THE FENCELINE.
 GH0854'
 GH0854'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JEFFERSON NO 2 1957.
 GH0854'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 GH0854'8 INCHES.  IT IS 73 FEET WEST OF FIELD ENTRANCE CENTER, 25 FEET NORTH
 GH0854'OF ROAD CENTER AND 3 FEET SOUTH OF THE FENCELINE.
 GH0854'
 GH0854'AZIMUTH MARK IS A STANDARD DISK STAMPED JEFFERSON 1957.  IT IS SET IN
 GH0854'THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS 8 INCHES.
 GH0854'IT IS 68 FEET SOUTH OF A POWERLINE POLE, 20 FEET SOUTH OF THE SOUTH
 GH0854'GATEPOST AND 3 FEET EAST OF A NORTH-SOUTH RIGHT-OF-WAY FENCELINE, AND
 GH0854'25 FEET WEST OF ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 GH0854'2 FEET SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0855 ***********************************************************************
 GH0855  DESIGNATION -  JEFFERSON FEUQUAY ELEV N ELEV
 GH0855  PID         -  GH0855
 GH0855  STATE/COUNTY-  OK/GRANT
 GH0855  COUNTRY     -  US
 GH0855  USGS QUAD   -  POND CREEK (2018)
 GH0855
 GH0855                         *CURRENT SURVEY CONTROL
 GH0855  ______________________________________________________________________
 GH0855* NAD 83(1997) POSITION- 36 43 15.50056(N) 097 47 18.08019(W)   ADJUSTED
 GH0855  ______________________________________________________________________
 GH0855  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 GH0855  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 GH0855  HORZ ORDER      -  THIRD
 GH0855
 GH0855.The horizontal coordinates were established by classical geodetic methods
 GH0855.and adjusted by the National Geodetic Survey in October 1998.
 GH0855
 GH0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0855.GEOID18 height accuracy estimate available here.
 GH0855
 GH0855.Click photographs - Photos may exist for this station.
 GH0855
 GH0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0855
 GH0855. The following values were computed from the NAD 83(1997) position.
 GH0855
 GH0855;                    North         East     Units Scale Factor Converg.
 GH0855;SPC OK N     -   190,973.002   618,907.268   MT  0.99999198   +0 07 29.6
 GH0855;SPC OK N     -   626,550.59  2,030,531.60   sFT  0.99999198   +0 07 29.6
 GH0855;UTM  14      - 4,064,603.787   608,202.324   MT  0.99974424   +0 43 28.3
 GH0855
 GH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0820264603(NAD 83)
 GH0855
 GH0855                          SUPERSEDED SURVEY CONTROL
 GH0855
 GH0855  NAD 83(1993)-  36 43 15.50170(N)    097 47 18.08120(W) AD(       ) 3
 GH0855  NAD 83(1986)-  36 43 15.50741(N)    097 47 18.06970(W) AD(       ) 3
 GH0855  NAD 27      -  36 43 15.40187(N)    097 47 16.87364(W) AD(       ) 3
 GH0855
 GH0855.Superseded values are not recommended for survey control.
 GH0855
 GH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0855.See file dsdata.pdf to determine how the superseded data were derived.
 GH0855
 GH0855_MARKER: 65 = GRAIN ELEVATOR
 GH0855
 GH0855  HISTORY     - Date     Condition        Report By
 GH0855  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0855
 GH0855                          STATION DESCRIPTION
 GH0855
 GH0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0855'STATION IS THE CENTER OF THE NORTH ONE OF TWO ELEVATORS.
 GH0855'IT IS LOCATED IN THE EAST EDGE OF JEFFERSON.  IT IS A CONCRETE
 GH0855'STRUCTURE, WHITE IN COLOR, AND 109 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0531 ***********************************************************************
 FK0531  DESIGNATION -  JEFFRIES
 FK0531  PID         -  FK0531
 FK0531  STATE/COUNTY-  OK/KINGFISHER
 FK0531  COUNTRY     -  US
 FK0531  USGS QUAD   -  LOYAL (2018)
 FK0531
 FK0531                         *CURRENT SURVEY CONTROL
 FK0531  ______________________________________________________________________
 FK0531* NAD 83(1993) POSITION- 35 59 08.62447(N) 098 03 33.19147(W)   ADJUSTED
 FK0531* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 FK0531  ______________________________________________________________________
 FK0531  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 FK0531  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 FK0531  HORZ ORDER      -  SECOND
 FK0531
 FK0531.The horizontal coordinates were established by classical geodetic methods
 FK0531.and adjusted by the National Geodetic Survey in November 1994.
 FK0531
 FK0531.The orthometric height was scaled from a topographic map.
 FK0531
 FK0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0531.GEOID18 height accuracy estimate available here.
 FK0531
 FK0531.Click photographs - Photos may exist for this station.
 FK0531
 FK0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0531
 FK0531. The following values were computed from the NAD 83(1993) position.
 FK0531
 FK0531;                    North         East     Units Scale Factor Converg.
 FK0531;SPC OK N     -   109,370.792   594,659.823   MT  0.99995041   -0 02 05.8
 FK0531;SPC OK N     -   358,827.34  1,950,979.77   sFT  0.99995041   -0 02 05.8
 FK0531;UTM  14      - 3,982,774.722   584,806.742   MT  0.99968862   +0 33 10.2
 FK0531
 FK0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0531!SPC OK N     -   0.99995120  x   0.99995041  =   0.99990161
 FK0531!UTM  14      -   0.99995120  x   0.99968862  =   0.99963984
 FK0531
 FK0531:                Primary Azimuth Mark                     Grid Az
 FK0531:SPC OK N     -  JEFFRIES AZ MK                           267 38 37.7
 FK0531:UTM  14      -  JEFFRIES AZ MK                           267 03 21.7
 FK0531
 FK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8480682774(NAD 83)
 FK0531
 FK0531|---------------------------------------------------------------------|
 FK0531| PID    Reference Object                     Distance      Geod. Az  |
 FK0531|                                                           dddmmss.s |
 FK0531| GH0793 HENNESSEY SMITH TRUCK CO MAST       APPROX.19.0 KM 0501332.2 |
 FK0531| CK9998 JEFFRIES RM 1                        23.884 METERS 09448     |
 FK0531| CK9999 JEFFRIES RM 2                        19.592 METERS 18547     |
 FK0531| FK0532 11 D 34 TT                            1.978 METERS 23845     |
 FK0531| FK0530 LOYAL FARMERS CO OP EXCH ELEV       APPROX. 5.3 KM 2535045.6 |
 FK0531| FK0529 LOYAL MUNICIPAL WATER TANK          APPROX. 5.3 KM 2541002.5 |
 FK0531| CK9997 JEFFRIES AZ MK                                     2673631.9 |
 FK0531|---------------------------------------------------------------------|
 FK0531
 FK0531                          SUPERSEDED SURVEY CONTROL
 FK0531
 FK0531  NAD 83(1986)-  35 59 08.62940(N)    098 03 33.17814(W) AD(       ) 2
 FK0531  NAD 27      -  35 59 08.48837(N)    098 03 31.96202(W) AD(       ) 2
 FK0531
 FK0531.Superseded values are not recommended for survey control.
 FK0531
 FK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0531.See file dsdata.pdf to determine how the superseded data were derived.
 FK0531
 FK0531_MARKER: DS = TRIANGULATION STATION DISK
 FK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0531_STAMPING: JEFFRIES 1963
 FK0531_MARK LOGO: CGS
 FK0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0531+STABILITY: SURFACE MOTION
 FK0531
 FK0531  HISTORY     - Date     Condition        Report By
 FK0531  HISTORY     - 1963     MONUMENTED       CGS
 FK0531
 FK0531                          STATION DESCRIPTION
 FK0531
 FK0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0531'THE STATION IS ABOUT 1 MILE NORTH AND 3-1/2 MILES EAST OF LOYAL, IN
 FK0531'THE SOUTHWEST CORNER OF A CULTIVATED FIELD OWNED BY GEORGE
 FK0531'L. JEFFRIES.
 FK0531'
 FK0531'TO REACH THE STATION FROM THE SCHOOLHOUSE IN LOYAL, GO SOUTH ON A
 FK0531'PAVED STREET FOR 0.15 MILE TO A PAVED COUNTY ROAD.  TURN LEFT AND GO
 FK0531'EAST ON THE PAVED ROAD FOR 2.75 MILES TO A CROSSROADS AT A BRICK
 FK0531'HOUSE ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR
 FK0531'1.0 MILE TO A CROSSROADS.  TURN RIGHT AND GO EAST ON A GRADED ROAD
 FK0531'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR
 FK0531'0.4 MILE TO THE STATION ON THE LEFT.
 FK0531'
 FK0531'THE STATION MARK IS A STANDARD DISK, STAMPED JEFFRIES 1963, SET IN
 FK0531'THE TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 FK0531'SURFACE.  IT IS 7.7 FEET EAST OF A NORTH-SOUTH FENCE, 8.1 FEET
 FK0531'NORTH OF A NORTH RIGHT-OF-WAY FENCE, 10.8 FEET NORTHEAST OF A FENCE
 FK0531'CORNER POST, 9.4 FEET NORTHEAST OF A WITNESS POST AND 34.6 FEET
 FK0531'NORTH OF THE CENTERLINE OF THE ROAD.
 FK0531'
 FK0531'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JEFFRIES NO. 1 1963, SET
 FK0531'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 FK0531'IT IS 85.5 FEET EAST OF THE CORNER POST, 28.3 FEET NORTH OF THE
 FK0531'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND
 FK0531'AT ABOUT THE SAME ELEVATION AS THE STATION.
 FK0531'
 FK0531'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JEFFRIES NO. 2 1963, SET
 FK0531'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 FK0531'IT IS 29.9 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.7 FEET
 FK0531'SOUTHEAST OF A T-JUNCTION OF FENCE LINES, 1.5 FEET SOUTH OF A
 FK0531'SOUTH RIGHT-OF-WAY FENCE, 1.2 FEET EAST OF A NORTH-SOUTH FENCE AND
 FK0531'ABOUT 1 FOOT LOWER THAN THE STATION.
 FK0531'
 FK0531'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JEFFRIES 1963, SET IN
 FK0531'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 FK0531'IS ABOUT 200 YARDS EAST OF A FARM HOUSE, 1 FOOT NORTH OF A SOUTH
 FK0531'RIGHT-OF-WAY FENCE, 29.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FK0531'1.4 FEET SOUTH OF A WITNESS POST AND 15 FEET SOUTHEAST OF A TREE.
 FK0531'
 FK0531'T T 11 D 34 IS A OKLAHOMA CONSERVATION COMMISSION BRONZE DISK,
 FK0531'STAMPED 11 D 34 TT 1938, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FK0531'POST FLUSH WITH THE GROUND.  IT IS 4.7 FEET NORTHEAST OF THE
 FK0531'CORNER POST, 3.8 FEET EAST-NORTHEAST OF THE WITNESS POST, 2.3 FEET
 FK0531'EAST OF THE NORTH-SOUTH FENCE, 4.6 FEET NORTH OF THE NORTH
 FK0531'RIGHT-OF-WAY FENCE AND 32.5 FEET NORTH OF THE CENTERLINE OF THE
 FK0531'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1176 ***********************************************************************
 FH1176  DESIGNATION -  JENKS
 FH1176  PID         -  FH1176
 FH1176  STATE/COUNTY-  OK/TULSA
 FH1176  COUNTRY     -  US
 FH1176  USGS QUAD   -  BIXBY (2018)
 FH1176
 FH1176                         *CURRENT SURVEY CONTROL
 FH1176  ______________________________________________________________________
 FH1176* NAD 83(1993) POSITION- 35 59 25.58932(N) 095 59 37.98910(W)   ADJUSTED
 FH1176* NAVD 88 ORTHO HEIGHT -   209.4   (meters)      687.    (feet) VERTCON3
 FH1176  ______________________________________________________________________
 FH1176  GEOID HEIGHT    -        -28.903 (meters)                     GEOID18
 FH1176  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 FH1176  HORZ ORDER      -  SECOND
 FH1176
 FH1176.The horizontal coordinates were established by classical geodetic methods
 FH1176.and adjusted by the National Geodetic Survey in November 1994.
 FH1176
 FH1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1176
 FH1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1176.GEOID18 height accuracy estimate available here.
 FH1176
 FH1176.Click photographs - Photos may exist for this station.
 FH1176
 FH1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1176
 FH1176. The following values were computed from the NAD 83(1993) position.
 FH1176
 FH1176;                    North         East     Units Scale Factor Converg.
 FH1176;SPC OK N     -   111,760.839   780,878.585   MT  0.99995016   +1 11 02.0
 FH1176;SPC OK N     -   366,668.69  2,561,932.49   sFT  0.99995016   +1 11 02.0
 FH1176;UTM  15      - 3,987,034.367   230,097.316   MT  1.00049772   -1 45 37.5
 FH1176;UTM  14      - 3,987,068.328   771,005.394   MT  1.00050507   +1 46 03.4
 FH1176
 FH1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1176!SPC OK N     -   0.99997167  x   0.99995016  =   0.99992183
 FH1176!UTM  15      -   0.99997167  x   1.00049772  =   1.00046938
 FH1176!UTM  14      -   0.99997167  x   1.00050507  =   1.00047673
 FH1176
 FH1176:                Primary Azimuth Mark                     Grid Az
 FH1176:SPC OK N     -  KELLYVILLE BOOSTER STA WT                333 19 26.3
 FH1176:UTM  15      -  KELLYVILLE BOOSTER STA WT                336 16 05.8
 FH1176:UTM  14      -  KELLYVILLE BOOSTER STA WT                332 44 24.9
 FH1176
 FH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3009787034(NAD 83)
 FH1176
 FH1176|---------------------------------------------------------------------|
 FH1176| PID    Reference Object                     Distance      Geod. Az  |
 FH1176|                                                           dddmmss.s |
 FH1176| CJ7835 JENKS RM 2                           15.005 METERS 09235     |
 FH1176| CI1788 KELLYVILLE BOOSTER STA WT                          3343028.3 |
 FH1176| CJ7834 JENKS RM 1                           14.892 METERS 35946     |
 FH1176|---------------------------------------------------------------------|
 FH1176
 FH1176                          SUPERSEDED SURVEY CONTROL
 FH1176
 FH1176  NAD 83(1986)-  35 59 25.61344(N)    095 59 37.97264(W) AD(       ) 2
 FH1176  NAD 27      -  35 59 25.27023(N)    095 59 36.98907(W) AD(       ) 2
 FH1176  NGVD 29 (07/19/86)  209.1    (m)          686.     (f) VERT ANG       
 FH1176
 FH1176.Superseded values are not recommended for survey control.
 FH1176
 FH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1176.See file dsdata.pdf to determine how the superseded data were derived.
 FH1176
 FH1176_MARKER: DD = SURVEY DISK
 FH1176_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1176+WITH SETTING: INFORMATION.
 FH1176_STAMPING: ET JENKS 1970
 FH1176_MARK LOGO: USGS
 FH1176_PROJECTION: FLUSH
 FH1176_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1176
 FH1176  HISTORY     - Date     Condition        Report By
 FH1176  HISTORY     - 1970     MONUMENTED       USGS
 FH1176  HISTORY     - 20100402 MARK NOT FOUND   AIRDAT
 FH1176
 FH1176                          STATION DESCRIPTION
 FH1176
 FH1176'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FH1176'THE STATION IS ABOUT 2.5 MI SW. OF JENKS AND ABOUT 6.7 MI E. OF
 FH1176'SAPULPA, ABOUT 0.15 MI N. OF COR. OF SECS. 1, 2, 35 AND 36.  T. 18
 FH1176'N., R. 12 E., ALONG A PAVED COUNTRY RD. ON A SMALL RISE.
 FH1176'
 FH1176'TO REACH THE STATION FROM THE JCT. OF U.S. HWY. 75 AND
 FH1176'ST. HWY. 117 ABOUT 6 MI E. OF SAPULPA, GO E. ON PAVED RD. FOR 1.0
 FH1176'MI TO A CROSSROAD, TURN LEFT AND GO N. FOR ABOUT 0.15 MI TO A
 FH1176'SMALL RISE AND THE STATION ON THE LEFT.
 FH1176'
 FH1176'STATION MARK, STAMPED ET JENKS 1970 IS 24 FT W. CENTER RD.,
 FH1176'1.5 FT E. OF THE W. RIGHT-OF-WAY FENCE, THE MARK IS FLUSH WITH THE
 FH1176'GROUND, 1.5 FT E. OF USGS WITNESS POST.
 FH1176'
 FH1176'REFERENCE MARK NO. 1, STAMPED JENKS NO 1 1970 IS N. OF THE
 FH1176'STATION, 25 FT W. CENTER RD., 1.5 FT E. OF W. RIGHT-OF-WAY
 FH1176'FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 FH1176'
 FH1176'REFERENCE MARK NO. 2, STAMPED JENKS NO 2 1970 IS E. OF THE
 FH1176'STATION, 25 FT E. CENTER RD., 1.5 FT W. OF E. RIGHT-OF-WAY
 FH1176'FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 FH1176'
 FH1176'NO AZIMUTH MARK SET.
 FH1176'
 FH1176'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 FH1176'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 FH1176'GRAVEL TO WITHIN 1 IN. OF CAP.
 FH1176'
 FH1176'REFERENCE AZIMUTH USED - KELLEYVILLE BOOSTER STATION WATER
 FH1176'TANK - TULSA RURAL WATER DIST. FINIAL.  STATION IS THE FINIAL
 FH1176'OF THE KELLEYVILLE BOOSTER STATION WATER TANK, TULSA RURAL WATER
 FH1176'DISTRICT LOCATED ABOUT 0.5 MI S. OF THE INTERSECTION OF W. 61ST
 FH1176'STREET AND S. 42ND W. AVENUE IN TULSA, ABOUT 50 FT S. AND ABOUT
 FH1176'100 FT E. OF THE DEAD END STREET (S. 42ND W. AVE.) NEAR THE
 FH1176'NE. COR. OF A GOLF COURSE.
 FH1176'
 FH1176'THE TANK IS A HORTON WATER SPHEROID PAINTED WHITE WITH A YELLOW
 FH1176'STAND, CONTRACT 78713.  THE TANK WAS BUILT IN 1959, T. 18 N.,
 FH1176'R. 12 E., NEAR THE CENTER OF SEC. 4.
 FH1176'
 FH1176'STANDARD BRACED TRIPOD USED.
 FH1176
 FH1176                          STATION RECOVERY (2010)
 FH1176
 FH1176'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 FH1176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0968 ***********************************************************************
 GH0968  DESIGNATION -  JENNINGS MUNICIPAL TANK
 GH0968  PID         -  GH0968
 GH0968  STATE/COUNTY-  OK/PAWNEE
 GH0968  COUNTRY     -  US
 GH0968  USGS QUAD   -  JENNINGS (2018)
 GH0968
 GH0968                         *CURRENT SURVEY CONTROL
 GH0968  ______________________________________________________________________
 GH0968* NAD 83(1993) POSITION- 36 10 56.69021(N) 096 34 05.86942(W)   ADJUSTED
 GH0968  ______________________________________________________________________
 GH0968  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 GH0968  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 GH0968  HORZ ORDER      -  THIRD
 GH0968
 GH0968.The horizontal coordinates were established by classical geodetic methods
 GH0968.and adjusted by the National Geodetic Survey in November 1994.
 GH0968
 GH0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0968.GEOID18 height accuracy estimate available here.
 GH0968
 GH0968.Click photographs - Photos may exist for this station.
 GH0968
 GH0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0968
 GH0968. The following values were computed from the NAD 83(1993) position.
 GH0968
 GH0968;                    North         East     Units Scale Factor Converg.
 GH0968;SPC OK N     -   132,141.808   728,777.985   MT  0.99994544   +0 50 41.7
 GH0968;SPC OK N     -   433,535.25  2,390,999.11   sFT  0.99994544   +0 50 41.7
 GH0968;UTM  14      - 4,006,921.633   718,677.832   MT  1.00018924   +1 26 10.1
 GH0968
 GH0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1867706921(NAD 83)
 GH0968
 GH0968                          SUPERSEDED SURVEY CONTROL
 GH0968
 GH0968  NAD 83(1986)-  36 10 56.70438(N)    096 34 05.85336(W) AD(       ) 3
 GH0968  NAD 27      -  36 10 56.46700(N)    096 34 04.77200(W) AD(       ) 3
 GH0968
 GH0968.Superseded values are not recommended for survey control.
 GH0968
 GH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0968.See file dsdata.pdf to determine how the superseded data were derived.
 GH0968
 GH0968_MARKER: 53 = ELEVATED TANK
 GH0968
 GH0968  HISTORY     - Date     Condition        Report By
 GH0968  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0968
 GH0968                          STATION DESCRIPTION
 GH0968
 GH0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0968'POINT OBSERVED UPON WAS THE FINIAL OF THE WHITE MUNICIPAL WATER
 GH0968'TANK LOCATED IN THE NORTH PART OF JENNINGS.  IT IS APPROXIMATELY
 GH0968'100 FEET HIGH.
 GH0968'
 GH0968'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 GH0968'GIBB, DRUMRIGHT, TWIN, MERAMAC, OILTON AND BUCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1052 ***********************************************************************
 GH1052  CBN         -  This is a Cooperative Base Network Control Station.
 GH1052  DESIGNATION -  JERRY
 GH1052  PID         -  GH1052
 GH1052  STATE/COUNTY-  OK/CREEK
 GH1052  COUNTRY     -  US
 GH1052  USGS QUAD   -  OILTON (2018)
 GH1052
 GH1052                         *CURRENT SURVEY CONTROL
 GH1052  ______________________________________________________________________
 GH1052* NAD 83(2011) POSITION- 36 02 55.87096(N) 096 35 00.65477(W)   ADJUSTED
 GH1052* NAD 83(2011) ELLIP HT-   238.080 (meters)        (06/27/12)   ADJUSTED
 GH1052* NAD 83(2011) EPOCH   -  2010.00
 GH1052* NAVD 88 ORTHO HEIGHT -   266.4   (meters)      874.    (feet) GPS OBS
 GH1052  ______________________________________________________________________
 GH1052  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH1052  GEOID HEIGHT    -        -28.238 (meters)                     GEOID96
 GH1052  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 GH1052  NAD 83(2011) X  -   -591,945.227 (meters)                     COMP
 GH1052  NAD 83(2011) Y  - -5,128,957.279 (meters)                     COMP
 GH1052  NAD 83(2011) Z  -  3,732,715.865 (meters)                     COMP
 GH1052  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 GH1052
 GH1052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1052  Standards:
 GH1052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1052  -------------------------------------------------------------------
 GH1052  NETWORK    2.42   5.61           1.11   0.82   2.86      0.03000461
 GH1052  -------------------------------------------------------------------
 GH1052  Click here for local accuracies and other accuracy information.
 GH1052
 GH1052.The horizontal coordinates were established by GPS observations
 GH1052.and adjusted by the National Geodetic Survey in June 2012.
 GH1052
 GH1052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1052.been affixed to the stable North American tectonic plate. See 
 GH1052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1052
 GH1052.The horizontal coordinates are valid at the epoch date displayed above
 GH1052.which is a decimal equivalence of Year/Month/Day.
 GH1052
 GH1052.The orthometric height was determined by GPS observations and a
 GH1052.high-resolution geoid model.
 GH1052
 GH1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1052.GEOID18 height accuracy estimate available here.
 GH1052
 GH1052.Click photographs - Photos may exist for this station.
 GH1052
 GH1052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1052
 GH1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1052
 GH1052.The ellipsoidal height was determined by GPS observations
 GH1052.and is referenced to NAD 83.
 GH1052
 GH1052. The following values were computed from the NAD 83(2011) position.
 GH1052
 GH1052;                    North         East     Units Scale Factor Converg.
 GH1052;SPC OK N     -   117,304.036   727,625.452   MT  0.99994754   +0 50 09.4
 GH1052;SPC OK N     -   384,854.99  2,387,217.84   sFT  0.99994754   +0 50 09.4
 GH1052;UTM  14      - 3,992,069.227   717,677.633   MT  1.00018388   +1 25 21.4
 GH1052
 GH1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1052!SPC OK N     -   0.99996264  x   0.99994754  =   0.99991018
 GH1052!UTM  14      -   0.99996264  x   1.00018388  =   1.00014651
 GH1052
 GH1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1767792069(NAD 83)
 GH1052
 GH1052                          SUPERSEDED SURVEY CONTROL
 GH1052
 GH1052  NAD 83(2007)-  36 02 55.87098(N)    096 35 00.65543(W) AD(2002.00) 0
 GH1052  ELLIP H (02/10/07)  238.101  (m)                       GP(2002.00)    
 GH1052  ELLIP H (04/16/01)  238.096  (m)                       GP(       ) 4 2
 GH1052  NAD 83(1993)-  36 02 55.87091(N)    096 35 00.65544(W) AD(       ) B
 GH1052  ELLIP H (05/09/94)  238.148  (m)                       GP(       ) 4 2
 GH1052  NAVD 88 (01/13/95)  266.4    (m)  UNKNOWN  model used  GPS OBS        
 GH1052  NAVD 88 (05/09/94)  266.4    (m)  GEOID93  model used  GPS OBS        
 GH1052
 GH1052.Superseded values are not recommended for survey control.
 GH1052
 GH1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1052.See file dsdata.pdf to determine how the superseded data were derived.
 GH1052
 GH1052_MARKER: DH = HORIZONTAL CONTROL DISK
 GH1052_SETTING: 66 = SET IN ROCK OUTCROP
 GH1052_STAMPING: JERRY 1993
 GH1052_MARK LOGO: NGS
 GH1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1052+STABILITY: POSITION/ELEVATION WELL
 GH1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1052+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2018
 GH1052
 GH1052  HISTORY     - Date     Condition        Report By
 GH1052  HISTORY     - 1993     MONUMENTED       NGS
 GH1052  HISTORY     - 20180320 GOOD             GRWAS
 GH1052
 GH1052                          STATION DESCRIPTION
 GH1052
 GH1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1052'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF OILTON, 7 KM
 GH1052'(4.35 MI) NORTH OF DRUMRIGHT, ALONG STATE HIGHWAY 99, ON THE
 GH1052'RIGHT-OF-WAY, ON A 5 M (16.4 FT) HIGH CUT BANK, IN A STRIP OF LAND
 GH1052'MIDWAY BETWEEN RIGHT-OF-WAY FENCE AND CUT BANK EDGE, IN THE SOUTHWEST
 GH1052'1/4 OF SECTION 4, T 8 N, R 7 E. OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GH1052'TRANSPORTATION.
 GH1052'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 99, 33, AND 16 ON EAST
 GH1052'SIDE OF DRUMRIGHT, GO NORTH ON 99 FOR 1.74 KM (1.10 MI) TO THE
 GH1052'JUNCTION WITH STATE HIGHWAY TRUCK 33 ON THE LEFT.  CONTINUE AHEAD,
 GH1052'NORTH, ON 99 1.62 KM (1.00 MI) TO A CROSSROAD - PAVED TO THE RIGHT,
 GH1052'GRAVEL TO THE LEFT.  CONTINUE AHEAD, NORTH, 1.62 KM (1.00 MI) TO THE
 GH1052'PAVED ENTRANCE ROAD TO R.A. SELLERS, JR. OIL OPERATIONS WITH PIPE
 GH1052'PERIMETER FENCE.  CONTINUE AHEAD, NORTH, 1.79 KM (1.10 MI) TO GRAVEL
 GH1052'CROSSROAD AT BOTTOM OF GRADE, TURN RIGHT, EAST, THEN NORTH, UPHILL
 GH1052'FOR 0.08 KM (0.05 MI) TO THE TOP OF HILL AT A FENCE AND STATION ON
 GH1052'THE LEFT.
 GH1052'STATION MARK IS A DRILL HOLE IN A 2 M (6.6 FT) BY 3 M (9.8 FT) AREA OF
 GH1052'EXPOSED BEDROCK. IT IS 22.5 M (73.8 FT) NORTH-NORTHWEST OF, AND LEVEL
 GH1052'WITH, THE GRAVEL ROAD CENTER, 14.4 M (47.2 FT) WEST OF A FIBERGLASS
 GH1052'WITNESS POST IN THE FENCELINE, 19.8 M (65.0 FT) NORTHWEST OF A STEEL
 GH1052'PIPE FENCE POST, AND 15.0 M (49.2 FT) EAST OF THE TOP OF THE CUT
 GH1052'BANK.
 GH1052
 GH1052                          STATION RECOVERY (2018)
 GH1052
 GH1052'RECOVERY NOTE BY GRW AERIAL SURVEY 2018 (BRN)
 GH1052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0811 ***********************************************************************
 EL0811  CBN         -  This is a Cooperative Base Network Control Station.
 EL0811  DESIGNATION -  JESSE
 EL0811  PID         -  EL0811
 EL0811  STATE/COUNTY-  OK/PONTOTOC
 EL0811  COUNTRY     -  US
 EL0811  USGS QUAD   -  HARDEN CITY (2018)
 EL0811
 EL0811                         *CURRENT SURVEY CONTROL
 EL0811  ______________________________________________________________________
 EL0811* NAD 83(2011) POSITION- 34 35 02.56199(N) 096 31 46.01990(W)   ADJUSTED
 EL0811* NAD 83(2011) ELLIP HT-   206.682 (meters)        (06/27/12)   ADJUSTED
 EL0811* NAD 83(2011) EPOCH   -  2010.00
 EL0811* NAVD 88 ORTHO HEIGHT -   233.2   (meters)      765.    (feet) GPS OBS
 EL0811  ______________________________________________________________________
 EL0811  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EL0811  GEOID HEIGHT    -        -26.429 (meters)                     GEOID96
 EL0811  GEOID HEIGHT    -        -26.504 (meters)                     GEOID18
 EL0811  NAD 83(2011) X  -   -597,785.647 (meters)                     COMP
 EL0811  NAD 83(2011) Y  - -5,222,828.221 (meters)                     COMP
 EL0811  NAD 83(2011) Z  -  3,600,088.954 (meters)                     COMP
 EL0811  LAPLACE CORR    -         -6.93  (seconds)                    DEFLEC18
 EL0811
 EL0811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0811  Standards:
 EL0811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0811  -------------------------------------------------------------------
 EL0811  NETWORK    2.28   4.53           0.97   0.89   2.31      0.06735004
 EL0811  -------------------------------------------------------------------
 EL0811  Click here for local accuracies and other accuracy information.
 EL0811
 EL0811.The horizontal coordinates were established by GPS observations
 EL0811.and adjusted by the National Geodetic Survey in June 2012.
 EL0811
 EL0811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0811.been affixed to the stable North American tectonic plate. See 
 EL0811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0811
 EL0811.The horizontal coordinates are valid at the epoch date displayed above
 EL0811.which is a decimal equivalence of Year/Month/Day.
 EL0811
 EL0811.The orthometric height was determined by GPS observations and a
 EL0811.high-resolution geoid model.
 EL0811
 EL0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0811.GEOID18 height accuracy estimate available here.
 EL0811
 EL0811.Click photographs - Photos may exist for this station.
 EL0811
 EL0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0811
 EL0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0811
 EL0811.The ellipsoidal height was determined by GPS observations
 EL0811.and is referenced to NAD 83.
 EL0811
 EL0811. The following values were computed from the NAD 83(2011) position.
 EL0811
 EL0811;                    North         East     Units Scale Factor Converg.
 EL0811;SPC OK S     -   139,715.756   734,906.192   MT  0.99993594   +0 50 05.0
 EL0811;SPC OK S     -   458,384.11  2,411,104.73   sFT  0.99993594   +0 50 05.0
 EL0811;UTM  14      - 3,829,690.890   726,601.832   MT  1.00023295   +1 24 10.5
 EL0811
 EL0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0811!SPC OK S     -   0.99996756  x   0.99993594  =   0.99990350
 EL0811!UTM  14      -   0.99996756  x   1.00023295  =   1.00020050
 EL0811
 EL0811:                Primary Azimuth Mark                     Grid Az
 EL0811:SPC OK S     -  JESSE AZ MK                              356 53 58.2
 EL0811:UTM  14      -  JESSE AZ MK                              356 19 52.7
 EL0811
 EL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2660129690(NAD 83)
 EL0811
 EL0811|---------------------------------------------------------------------|
 EL0811| PID    Reference Object                     Distance      Geod. Az  |
 EL0811|                                                           dddmmss.s |
 EL0811| CY1320 JESSE RM 1                           12.841 METERS 17616     |
 EL0811| CY1321 JESSE RM 2                           31.650 METERS 24636     |
 EL0811| CY1319 JESSE AZ MK                                        3574403.2 |
 EL0811|---------------------------------------------------------------------|
 EL0811
 EL0811                          SUPERSEDED SURVEY CONTROL
 EL0811
 EL0811  NAD 83(2007)-  34 35 02.56197(N)    096 31 46.02052(W) AD(2002.00) 0
 EL0811  ELLIP H (02/10/07)  206.700  (m)                       GP(2002.00)    
 EL0811  ELLIP H (04/16/01)  206.702  (m)                       GP(       ) 4 2
 EL0811  NAD 83(1993)-  34 35 02.56172(N)    096 31 46.02047(W) AD(       ) B
 EL0811  ELLIP H (05/09/94)  206.760  (m)                       GP(       ) 4 2
 EL0811  NAD 83(1986)-  34 35 02.56517(N)    096 31 46.01217(W) AD(       ) 3
 EL0811  NAD 27      -  34 35 02.23730(N)    096 31 45.00020(W) AD(       ) 3
 EL0811  NAVD 88 (01/13/95)  233.2    (m)  UNKNOWN  model used  GPS OBS        
 EL0811  NAVD 88 (05/09/94)  233.2    (m)  GEOID93  model used  GPS OBS        
 EL0811  NGVD 29             233.17   (m)          765.0    (f) LEVELING    3  
 EL0811
 EL0811.Superseded values are not recommended for survey control.
 EL0811
 EL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0811.See file dsdata.pdf to determine how the superseded data were derived.
 EL0811
 EL0811_MARKER: DS = TRIANGULATION STATION DISK
 EL0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0811_STAMPING: JESSE 1955
 EL0811_MARK LOGO: CGS
 EL0811_PROJECTION: FLUSH
 EL0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0811+STABILITY: SURFACE MOTION
 EL0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0811+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 EL0811
 EL0811  HISTORY     - Date     Condition        Report By
 EL0811  HISTORY     - 1955     MONUMENTED       CGS
 EL0811  HISTORY     - 1955     GOOD             CGS
 EL0811  HISTORY     - 19930504 GOOD             NGS
 EL0811  HISTORY     - 20130111 GOOD             INDIV
 EL0811
 EL0811                          STATION DESCRIPTION
 EL0811
 EL0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0811'THE STATION IS ABOUT 6.5 MILES EAST-SOUTHEAST OF FITTSTOWN,
 EL0811'ABOUT 5.0 MILES SOUTH OF STONEWALL, 0.1 MILE NORTH OF THE
 EL0811'JESSE SCHOOL, 43 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EL0811'61, 8 FEET NORTHWEST OF A T FENCE CORNER, 4 FEET WEST OF
 EL0811'A FENCE AND 4 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 EL0811'JESSE 1955 AND IS SET FLUSH.
 EL0811'
 EL0811'REFERENCE MARK NO. 1 IS 61 FEET NORTH OF POWERLINE POLE
 EL0811'118, 45 FEET EAST OF STATE HIGHWAY 61, 31 FEET SOUTH OF A
 EL0811'T FENCE CORNER AND 2 FEET WEST OF A FENCE.  IT IS STAMPED
 EL0811'JESSE NO 1 1955 AND IS SET FLUSH.
 EL0811'
 EL0811'REFERENCE MARK NO. 2 IS 51 FEET WEST OF THE CENTER OF STATE
 EL0811'HIGHWAY 61 AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  IT IS
 EL0811'STAMPED JESSE NO 2 1955 AND IS SET FLUSH.
 EL0811'
 EL0811'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER OF STATE
 EL0811'HIGHWAY 61, 3 FEET EAST OF A FENCE AND 1 FOOT SOUTH OF A
 EL0811'WITNESS POST.  IT IS STAMPED JESSE 1955 AND PROJECTS 6 INCHES.
 EL0811'
 EL0811'TO REACH THE AZIMUTH FROM THE STATION GO NORTH 0.55
 EL0811'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 EL0811
 EL0811                          STATION RECOVERY (1955)
 EL0811
 EL0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EL0811'RECOVERED IN GOOD CONDITION.
 EL0811
 EL0811                          STATION RECOVERY (1993)
 EL0811
 EL0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EL0811'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 AND THE
 EL0811'AZIMUTH WERE SEARCHED FOR BUT NOT FOUND.
 EL0811'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) EAST-NORTHEAST OF
 EL0811'SULPHUR, 26 KM (16.15 MI) SOUTHEAST OF ADA, 8 KM (4.95 MI) SOUTH OF
 EL0811'STONEWALL, ON THE NORTH SIDE OF THE TOWN OF JESSE IN GRASS AND BRUSH
 EL0811'ON THE WEST SIDE OF A LARGE OPEN PASTURE AND IN THE ROAD
 EL0811'RIGHT-OF-WAY. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EL0811'TO REACH FROM THE T-JUNCTION OF U.S. HIGHWAY 377 AND STATE HIGHWAY 99
 EL0811'A ON THE SOUTH SIDE OF FITTSTOWN, GO EAST ON HIGHWAY 99 A FOR 3.1 KM
 EL0811'(1.90 MI) TO A GRAVEL CROSSROAD IN THE SMALL TOWN OF HARDEN CITY.
 EL0811'CONTINUE AHEAD, EAST, ON HIGHWAY 99 A FOR 0.5 KM (0.30 MI) TO A SIGN
 EL0811'-99 A END- IN HARDEN CITY.  CONTINUE AHEAD, EAST, ON THE PAVED ROAD
 EL0811'FOR 6.1 KM (3.80 MI) TO A PAVED T-JUNCTION.  TURN RIGHT, SOUTH, ON
 EL0811'THE PAVED ROAD FOR 2.6 KM (1.60 MI) TO THE SOUTH ENTRANCE TO THE
 EL0811'JESSE CEMETERY ON THE RIGHT AND THE STATION ON THE LEFT.
 EL0811'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST SET
 EL0811'FLUSH WITH THE GROUND.  IT IS 13.7 M (44.9 FT) EAST FROM THE CENTER
 EL0811'OF THE PAVED ROAD, 4.6 M (15.1 FT) NORTH FROM THE CENTER OF THE
 EL0811'GRAVEL ENTRANCE TO A PASTURE, 2.8 M (9.2 FT) NORTHWEST FROM THE NORTH
 EL0811'GATE POST OF THE GATE INTO THE PASTURE, AND 1.3 M (4.3 FT) WEST FROM
 EL0811'A STEEL WITNESS POST IN A FENCE.
 EL0811'DESCRIBED BY D.G. AUG
 EL0811
 EL0811                          STATION RECOVERY (2013)
 EL0811
 EL0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JW)
 EL0811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0600 ***********************************************************************
 FK0600  DESIGNATION -  JESTER
 FK0600  PID         -  FK0600
 FK0600  STATE/COUNTY-  OK/GREER
 FK0600  COUNTRY     -  US
 FK0600  USGS QUAD   -  MINNOW CREEK (2018)
 FK0600
 FK0600                         *CURRENT SURVEY CONTROL
 FK0600  ______________________________________________________________________
 FK0600* NAD 83(1993) POSITION- 35 00 59.19217(N) 099 46 29.57698(W)   ADJUSTED
 FK0600* NAVD 88 ORTHO HEIGHT -   538.0   (meters)     1765.    (feet) VERTCON3
 FK0600  ______________________________________________________________________
 FK0600  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 FK0600  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 FK0600  HORZ ORDER      -  THIRD
 FK0600
 FK0600.The horizontal coordinates were established by classical geodetic methods
 FK0600.and adjusted by the National Geodetic Survey in November 1994.
 FK0600
 FK0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0600
 FK0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0600.GEOID18 height accuracy estimate available here.
 FK0600
 FK0600.Click photographs - Photos may exist for this station.
 FK0600
 FK0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0600
 FK0600. The following values were computed from the NAD 83(1993) position.
 FK0600
 FK0600;                    North         East     Units Scale Factor Converg.
 FK0600;SPC OK S     -   188,123.364   438,020.770   MT  0.99996432   -1 00 26.8
 FK0600;SPC OK S     -   617,201.40  1,437,073.14   sFT  0.99996432   -1 00 26.8
 FK0600;UTM  14      - 3,875,140.775   429,304.095   MT  0.99966160   -0 26 40.8
 FK0600
 FK0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0600!SPC OK S     -   0.99991973  x   0.99996432  =   0.99988406
 FK0600!UTM  14      -   0.99991973  x   0.99966160  =   0.99958136
 FK0600
 FK0600:                Primary Azimuth Mark                     Grid Az
 FK0600:SPC OK S     -  JESTER AZ MK                             088 49 03.6
 FK0600:UTM  14      -  JESTER AZ MK                             088 15 17.6
 FK0600
 FK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2930475140(NAD 83)
 FK0600
 FK0600|---------------------------------------------------------------------|
 FK0600| PID    Reference Object                     Distance      Geod. Az  |
 FK0600|                                                           dddmmss.s |
 FK0600| CL3219 JESTER AZ MK                                       0874836.8 |
 FK0600| CL3220 JESTER RM 1                           8.725 METERS 08812     |
 FK0600| CL3222 JESTER RM 3                           9.014 METERS 08820     |
 FK0600| CL3223 JESTER RM 4                          19.668 METERS 31236     |
 FK0600| CL3221 JESTER RM 2                          15.533 METERS 32902     |
 FK0600|---------------------------------------------------------------------|
 FK0600
 FK0600                          SUPERSEDED SURVEY CONTROL
 FK0600
 FK0600  NAD 83(1986)-  35 00 59.19679(N)    099 46 29.57052(W) AD(       ) 3
 FK0600  NAD 27      -  35 00 59.00100(N)    099 46 28.21400(W) AD(       ) 3
 FK0600  NGVD 29 (07/19/86)  537.8    (m)         1764.     (f) VERT ANG       
 FK0600
 FK0600.Superseded values are not recommended for survey control.
 FK0600
 FK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0600.See file dsdata.pdf to determine how the superseded data were derived.
 FK0600
 FK0600_MARKER: DS = TRIANGULATION STATION DISK
 FK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0600_STAMPING: JESTER 1948
 FK0600_MARK LOGO: CGS
 FK0600_PROJECTION: FLUSH
 FK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0600+STABILITY: SURFACE MOTION
 FK0600
 FK0600  HISTORY     - Date     Condition        Report By
 FK0600  HISTORY     - 1948     MONUMENTED       CGS
 FK0600  HISTORY     - 1963     GOOD             CGS
 FK0600
 FK0600                          STATION DESCRIPTION
 FK0600
 FK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 FK0600'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF JESTER IN THE
 FK0600'SOUTHEAST ANGLE OF A CROSSROAD.  IT IS 20 FEET SOUTH OF THE
 FK0600'CENTER OF AN EAST-WEST DIRT ROAD, 37 FEET EAST OF THE CENTER
 FK0600'OF A NORTH-SOUTH DIRT ROAD, 4 FEET NORTHWEST OF A TELEPHONE POLE
 FK0600'AND 4 FEET NORTHEAST OF A REFERENCE POST.  IT IS STAMPED JESTER
 FK0600'1948 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FK0600'
 FK0600'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF THE CENTER OF AN
 FK0600'EAST-WEST DIRT ROAD.  IT IS STAMPED JESTER NO 1 1948 AND
 FK0600'PROJECTS 8 INCHES.
 FK0600'
 FK0600'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE THE CENTER OF AN
 FK0600'EAST-WEST DIRT ROAD AND 21 FEET WEST OF THE CENTER OF A
 FK0600'NORTH-SOUTH DIRT ROAD.  IT IS STAMPED JESTER NO 2 1948 AND
 FK0600'PROJECTS 7 INCHES.
 FK0600'
 FK0600'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF AN EAST-WEST
 FK0600'DIRT ROAD, 3.5 FEET WEST OF A POWER LINE POLE AND 1.5 FEET
 FK0600'NORTH OF A REFERENCE POST.  IT IS STAMPED JESTER 1948 AND
 FK0600'PROJECTS 7 INCHES.
 FK0600'
 FK0600'TO REACH THE STATION FROM JESTER, GO NORTH ON DIRT ROAD FOR
 FK0600'0.65 TO A CROSSROAD, TURN LEFT AND GO 4.35 MILES TO THE AZIMUTH
 FK0600'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.25 MILE
 FK0600'TO THE STATION ON THE LEFT AS DESCRIBED.
 FK0600'
 FK0600'A 74 FOOT SIGNAL AT REED IS VISIBLE AT 4 FEET.
 FK0600'
 FK0600'A 4 FOOT SIGNAL AT VINSON 1921 IS VISIBLE AT 4 FEET.
 FK0600
 FK0600                          STATION RECOVERY (1963)
 FK0600
 FK0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FK0600'THE STATION MARK, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FK0600'CONDITION.  REFERENCE MARKS NOS. 1 AND 2 WERE FOUND TO BE
 FK0600'DESTROYED.  TWO NEW REFERENCE MARKS NOS. 3 AND 4 WERE SET.
 FK0600'A COMPLETE DESCRIPTION IS AS FOLLOWS- THE STATION IS ABOUT
 FK0600'4-1/2 MILES WEST NORTHWEST OF JESTER, 5 MILES SOUTHWEST OF
 FK0600'PLAINVIEW, IN SECTION 6, T 6 N, R 24 W.
 FK0600'
 FK0600'STATION MARK, A STANDARD DISK STAMPED JESTER 1948, IS SET IN A
 FK0600'12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FK0600'GROUND.  IT IS 20.5 FEET SOUTH OF THE CENTER OF ROAD, 62.5
 FK0600'FEET SOUTHEAST OF A POWER LINE POLE, 32 FEET EAST OF THE CENTER
 FK0600'OF A DRIVEWAY, AND 2.0 FEET WEST OF A METAL WITNESS POST.
 FK0600'THE UNDERGROUND STATION DISK WAS NOT INSPECTED.
 FK0600'
 FK0600'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JESTER NO 3 1948,
 FK0600'IS SET IN A 9 IN X 9 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 FK0600'IT IS 60 FEET EAST OF THE CENTER OF DRIVEWAY, LEADING SOUTH
 FK0600'TO HOME OF MR. E. R. ATWOOD, AND 19 FEET SOUTH OF THE CENTER
 FK0600'OF AN EAST-WEST ROAD.
 FK0600'
 FK0600'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED JESTER NO 4 1948,
 FK0600'IS SET IN A 9 IN X 9 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 FK0600'IT IS 23 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 FK0600'18.5 FEET WEST OF THE EXTENDED CENTER OF THE DRIVEWAY WHICH
 FK0600'LEADS SOUTH TO HOME OF MR. E. R. ATWOOD, AND 2 FEET WEST OF A
 FK0600'POWER LINE POLE.
 FK0600'
 FK0600'AZIMUTH MARK, A STANDARD DISK STAMPED JESTER 1948, IS SET IN
 FK0600'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FK0600'32 FEET NORTH OF THE CENTER OF ROAD, 3.5 FEET WEST OF A
 FK0600'POWER LINE POLE AND 1 FOOT NORTH OF A CORNER FENCE POST.
 FK0600'
 FK0600'NOTE- REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 FK0600'
 FK0600'TO REACH THE STATION FROM JESTER, GO NORTH ON DIRT ROAD FOR
 FK0600'0.65 MILES TO A CROSSROAD TURN LEFT AND GO 4.35 MILES TO THE
 FK0600'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.25 MILE TO
 FK0600'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0508 ***********************************************************************
 GJ0508  DESIGNATION -  JET
 GJ0508  PID         -  GJ0508
 GJ0508  STATE/COUNTY-  OK/ALFALFA
 GJ0508  COUNTRY     -  US
 GJ0508  USGS QUAD   -  JET (2018)
 GJ0508
 GJ0508                         *CURRENT SURVEY CONTROL
 GJ0508  ______________________________________________________________________
 GJ0508* NAD 83(1997) POSITION- 36 40 40.56931(N) 098 10 56.60355(W)   ADJUSTED
 GJ0508* NAVD 88 ORTHO HEIGHT -   391.    (meters)     1283.    (feet) SCALED
 GJ0508  ______________________________________________________________________
 GJ0508  GEOID HEIGHT    -        -27.875 (meters)                     GEOID18
 GJ0508  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 GJ0508  HORZ ORDER      -  THIRD
 GJ0508
 GJ0508.The horizontal coordinates were established by classical geodetic methods
 GJ0508.and adjusted by the National Geodetic Survey in October 1998.
 GJ0508
 GJ0508.The orthometric height was scaled from a topographic map.
 GJ0508
 GJ0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0508.GEOID18 height accuracy estimate available here.
 GJ0508
 GJ0508.Click photographs - Photos may exist for this station.
 GJ0508
 GJ0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0508
 GJ0508. The following values were computed from the NAD 83(1997) position.
 GJ0508
 GJ0508;                    North         East     Units Scale Factor Converg.
 GJ0508;SPC OK N     -   186,191.919   583,697.211   MT  0.99998501   -0 06 27.5
 GJ0508;SPC OK N     -   610,864.65  1,915,013.27   sFT  0.99998501   -0 06 27.5
 GJ0508;UTM  14      - 4,059,457.083   573,054.121   MT  0.99966575   +0 29 18.2
 GJ0508
 GJ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0508!SPC OK N     -   0.99994299  x   0.99998501  =   0.99992800
 GJ0508!UTM  14      -   0.99994299  x   0.99966575  =   0.99960876
 GJ0508
 GJ0508:                Primary Azimuth Mark                     Grid Az
 GJ0508:SPC OK N     -  JET AZ MK                                172 40 49.7
 GJ0508:UTM  14      -  JET AZ MK                                172 05 04.0
 GJ0508
 GJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7305459457(NAD 83)
 GJ0508
 GJ0508|---------------------------------------------------------------------|
 GJ0508| PID    Reference Object                     Distance      Geod. Az  |
 GJ0508|                                                           dddmmss.s |
 GJ0508| CL3225 JET RM 1                             13.254 METERS 08943     |
 GJ0508| CL3224 JET AZ MK                                          1723422.2 |
 GJ0508| GJ0507 JET MUNICIPAL WATER TANK            APPROX. 1.4 KM 1764110.9 |
 GJ0508| CL3226 JET RM 2                             10.136 METERS 26950     |
 GJ0508|---------------------------------------------------------------------|
 GJ0508
 GJ0508                          SUPERSEDED SURVEY CONTROL
 GJ0508
 GJ0508  NAD 83(1993)-  36 40 40.56993(N)    098 10 56.60396(W) AD(       ) 3
 GJ0508  NAD 83(1986)-  36 40 40.57459(N)    098 10 56.59209(W) AD(       ) 3
 GJ0508  NAD 27      -  36 40 40.46557(N)    098 10 55.35029(W) AD(       ) 3
 GJ0508
 GJ0508.Superseded values are not recommended for survey control.
 GJ0508
 GJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0508.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0508
 GJ0508_MARKER: DS = TRIANGULATION STATION DISK
 GJ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0508_STAMPING: JET 1951
 GJ0508_MARK LOGO: CGS
 GJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0508+STABILITY: SURFACE MOTION
 GJ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0508+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2011
 GJ0508
 GJ0508  HISTORY     - Date     Condition        Report By
 GJ0508  HISTORY     - 1951     MONUMENTED       CGS
 GJ0508  HISTORY     - 20110214 GOOD             INDIV
 GJ0508
 GJ0508                          STATION DESCRIPTION
 GJ0508
 GJ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0508'THE STATION IS LOCATED 0.9 MILE NORTH OF THE POST OFFICE IN JET.  IT
 GJ0508'IS 0.05 MILE WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 76.0 FEET
 GJ0508'EAST OF A FENCE CORNER AND 2.0 FEET SOUTH OF SOUTH FENCE LINE OF
 GJ0508'CEMETERY.  IT IS STAMPED JET 1951 AND PROJECTS 4 INCHES.
 GJ0508'
 GJ0508'REFERENCE MARK NO. 1 IS 112.0 FEET WEST OF A NORTH-SOUTH FENCE LINE
 GJ0508'AND 2.0 FEET SOUTH OF A FENCE LINE.  IT IS STAMPED JET NO 1 1951 AND
 GJ0508'PROJECTS 4 INCHES.
 GJ0508'
 GJ0508'REFERENCE MARK NO. 2 IS 43.0 FEET EAST OF A FENCE CORNER AND 2.0 FEET
 GJ0508'SOUTH OF A FENCE LINE.  IT IS STAMPED JET NO 2 1951 AND PROJECTS 4
 GJ0508'INCHES.
 GJ0508'
 GJ0508'THE AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER OF A DIRT ROAD, 15.5
 GJ0508'FEET SOUTH OF THE CENTER OF A WIRE GATE AND 2.0 FEET NORTH OF A
 GJ0508'WITNESS POST.  IT IS STAMPED JET 1951 AND PROJECTS 4 INCHES.
 GJ0508'
 GJ0508'TO REACH THE STATION FROM THE POST OFFICE IN JET, GO NORTH ON DIRT
 GJ0508'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK AND WIRE GATE ON THE LEFT AS
 GJ0508'DESCRIBED.  TURN LEFT THROUGH GATE AND GO WEST FOR 0.05 MILE TO A
 GJ0508'CONCRETE WATER TANK, TURN RIGHT AND GO NORTH AROUND THE CONCRETE
 GJ0508'WATER TANK AND GO NORTHERLY ACROSS PASTURE FOR 0.25 MILE TO THE SOUTH
 GJ0508'SIDE OF CEMETERY AND THE STATION AS DESCRIBED.
 GJ0508
 GJ0508                          STATION RECOVERY (2011)
 GJ0508
 GJ0508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DJ)
 GJ0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0507 ***********************************************************************
 GJ0507  DESIGNATION -  JET MUNICIPAL WATER TANK
 GJ0507  PID         -  GJ0507
 GJ0507  STATE/COUNTY-  OK/ALFALFA
 GJ0507  COUNTRY     -  US
 GJ0507  USGS QUAD   -  JET (2018)
 GJ0507
 GJ0507                         *CURRENT SURVEY CONTROL
 GJ0507  ______________________________________________________________________
 GJ0507* NAD 83(1997) POSITION- 36 39 56.31710(N) 098 10 53.42319(W)   ADJUSTED
 GJ0507  ______________________________________________________________________
 GJ0507  GEOID HEIGHT    -        -27.860 (meters)                     GEOID18
 GJ0507  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 GJ0507  HORZ ORDER      -  THIRD
 GJ0507
 GJ0507.The horizontal coordinates were established by classical geodetic methods
 GJ0507.and adjusted by the National Geodetic Survey in October 1998.
 GJ0507
 GJ0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0507.GEOID18 height accuracy estimate available here.
 GJ0507
 GJ0507.Click photographs - Photos may exist for this station.
 GJ0507
 GJ0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0507
 GJ0507. The following values were computed from the NAD 83(1997) position.
 GJ0507
 GJ0507;                    North         East     Units Scale Factor Converg.
 GJ0507;SPC OK N     -   184,827.702   583,773.626   MT  0.99998313   -0 06 25.6
 GJ0507;SPC OK N     -   606,388.89  1,915,263.97   sFT  0.99998313   -0 06 25.6
 GJ0507;UTM  14      - 4,058,094.169   573,144.693   MT  0.99966591   +0 29 19.6
 GJ0507
 GJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7314458094(NAD 83)
 GJ0507
 GJ0507                          SUPERSEDED SURVEY CONTROL
 GJ0507
 GJ0507  NAD 83(1993)-  36 39 56.31793(N)    098 10 53.42363(W) AD(       ) 3
 GJ0507  NAD 83(1986)-  36 39 56.32288(N)    098 10 53.41180(W) AD(       ) 3
 GJ0507  NAD 27      -  36 39 56.21535(N)    098 10 52.17127(W) AD(       ) 3
 GJ0507
 GJ0507.Superseded values are not recommended for survey control.
 GJ0507
 GJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0507.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0507
 GJ0507_MARKER: 53 = ELEVATED TANK
 GJ0507
 GJ0507  HISTORY     - Date     Condition        Report By
 GJ0507  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0507
 GJ0507                          STATION DESCRIPTION
 GJ0507
 GJ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0507'THE STATION IS LOCATED NEAR THE CENTER OF THE BUSINESS DISTRICT OF
 GJ0507'JET, 300 FEET NORTH OF THE RAILROAD TRACKS AND 200 FEET SOUTH OF
 GJ0507'U. S. HIGHWAY 64.
 GJ0507'
 GJ0507'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 GJ0507'HAS AN OVERALL HEIGHT OF 125 FEET.
 GJ0507'
 GJ0507'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0790 ***********************************************************************
 EK0790  DESIGNATION -  JETER
 EK0790  PID         -  EK0790
 EK0790  STATE/COUNTY-  OK/CHOCTAW
 EK0790  COUNTRY     -  US
 EK0790  USGS QUAD   -  HUGO (2019)
 EK0790
 EK0790                         *CURRENT SURVEY CONTROL
 EK0790  ______________________________________________________________________
 EK0790* NAD 83(1993) POSITION- 34 02 25.80920(N) 095 37 03.40800(W)   ADJUSTED
 EK0790* NAVD 88 ORTHO HEIGHT -   175.324 (meters)      575.21  (feet) ADJUSTED
 EK0790  ______________________________________________________________________
 EK0790  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 EK0790  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 EK0790  DYNAMIC HEIGHT  -        175.135 (meters)      574.59  (feet) COMP
 EK0790  MODELED GRAVITY -    979,557.1   (mgal)                       NAVD 88
 EK0790
 EK0790  HORZ ORDER      -  SECOND
 EK0790  VERT ORDER      -  FIRST     CLASS II
 EK0790
 EK0790.The horizontal coordinates were established by classical geodetic methods
 EK0790.and adjusted by the National Geodetic Survey in November 1994.
 EK0790
 EK0790.The orthometric height was determined by differential leveling and
 EK0790.adjusted by the NATIONAL GEODETIC SURVEY
 EK0790.in June 1991.
 EK0790
 EK0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0790.GEOID18 height accuracy estimate available here.
 EK0790
 EK0790.Click photographs - Photos may exist for this station.
 EK0790
 EK0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0790
 EK0790.The dynamic height is computed by dividing the NAVD 88
 EK0790.geopotential number by the normal gravity value computed on the
 EK0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0790.degrees latitude (g = 980.6199 gals.).
 EK0790
 EK0790.The modeled gravity was interpolated from observed gravity values.
 EK0790
 EK0790. The following values were computed from the NAD 83(1993) position.
 EK0790
 EK0790;                    North         East     Units Scale Factor Converg.
 EK0790;SPC OK S     -    81,037.845   819,967.089   MT  0.99998066   +1 21 08.2
 EK0790;SPC OK S     -   265,871.66  2,690,175.36   sFT  0.99998066   +1 21 08.2
 EK0790;SPC TXNC     - 2,266,900.916   866,134.535   MT  1.00002143   +1 34 19.3
 EK0790;SPC TXNC     - 7,437,324.09  2,841,643.05   sFT  1.00002143   +1 34 19.3
 EK0790;UTM  15      - 3,769,738.078   258,352.242   MT  1.00031989   -1 27 57.6
 EK0790
 EK0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0790!SPC OK S     -   0.99997705  x   0.99998066  =   0.99995771
 EK0790!SPC TXNC     -   0.99997705  x   1.00002143  =   0.99999848
 EK0790!UTM  15      -   0.99997705  x   1.00031989  =   1.00029693
 EK0790
 EK0790:                Primary Azimuth Mark                     Grid Az
 EK0790:SPC OK S     -  JETER AZ MK                              086 07 36.3
 EK0790:SPC TXNC     -  JETER AZ MK                              085 54 25.2
 EK0790:UTM  15      -  JETER AZ MK                              088 56 42.1
 EK0790
 EK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5835269738(NAD 83)
 EK0790
 EK0790|---------------------------------------------------------------------|
 EK0790| PID    Reference Object                     Distance      Geod. Az  |
 EK0790|                                                           dddmmss.s |
 EK0790| EK0789 JETER AZ MK                                        0872844.5 |
 EK0790| CY1322 JETER RM 1                           19.142 METERS 09309     |
 EK0790| CY1323 JETER RM 2                           13.493 METERS 26419     |
 EK0790|---------------------------------------------------------------------|
 EK0790
 EK0790                          SUPERSEDED SURVEY CONTROL
 EK0790
 EK0790  NAD 83(1986)-  34 02 25.81525(N)    095 37 03.39838(W) AD(       ) 2
 EK0790  NAD 27      -  34 02 25.44700(N)    095 37 02.53600(W) AD(       ) 2
 EK0790
 EK0790.Superseded values are not recommended for survey control.
 EK0790
 EK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0790.See file dsdata.pdf to determine how the superseded data were derived.
 EK0790
 EK0790_MARKER: DS = TRIANGULATION STATION DISK
 EK0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0790_STAMPING: JETER 1951
 EK0790_MARK LOGO: CGS
 EK0790_PROJECTION: FLUSH
 EK0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0790+STABILITY: SURFACE MOTION
 EK0790
 EK0790  HISTORY     - Date     Condition        Report By
 EK0790  HISTORY     - 1951     MONUMENTED       CGS
 EK0790  HISTORY     - 1957     GOOD             CGS
 EK0790  HISTORY     - 1979     MARK NOT FOUND   MJH
 EK0790  HISTORY     - 1986     GOOD             NGS
 EK0790  HISTORY     - 20080403 MARK NOT FOUND   AIRDAT
 EK0790
 EK0790                          STATION DESCRIPTION
 EK0790
 EK0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0790'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST-NORTHWEST
 EK0790'OF HUGO, 1/4 MILE EAST OF THE JUNCTION OF HIGHWAYS 70 AND
 EK0790'271 AND ON THE SOUTH RIGHT-OF-WAY OF THE HIGHWAYS.  IT IS
 EK0790'44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAYS AND 5 FEET
 EK0790'NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 EK0790'SURFACE OF THE GROUND AND THE DISK IS STAMPED JETER 1951.
 EK0790'
 EK0790'REFERENCE MARK NO. 1 IS 62 FEET WEST OF THE CENTERLINE OF
 EK0790'A ROAD LEADING SOUTH, 48 FEET SOUTH OF THE CENTERLINE OF
 EK0790'THE HIGHWAYS, 44 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF
 EK0790'THE RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 EK0790'OF THE GROUND AND THE DISK IS STAMPED JETER NO 1 1951.
 EK0790'
 EK0790'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE CENTERLINE OF
 EK0790'THE HIGHWAYS AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 EK0790'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JETER NO
 EK0790'2 1951.
 EK0790'
 EK0790'AZIMUTH MARK IS 49 FEET NORTH OF THE CENTERLINE OF HIGHWAYS
 EK0790'70 AND 271, 8 FEET WEST-NORTHWEST OF A POWERLINE POLE NO.
 EK0790'71 AND 1 FOOT SOUTH OF, THE RIGHT-OF-WAY FENCE.  THE MARK
 EK0790'PROJECTS 4 INCHES AND THE DISK IS STAMPED JETER 1951.
 EK0790'
 EK0790'TO REACH FROM THE JUNCTION OF HIGHWAYS 70 AND 271 IN THE
 EK0790'CENTER OF HUGO, GO WEST ON HIGHWAYS 70 AND 271 FOR 6.15 MILES
 EK0790'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.5 MILE
 EK0790'TO A SIDE ROAD LEFT (SOUTH) AND THE STATION AS DESCRIBED.
 EK0790'
 EK0790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0790
 EK0790                          STATION RECOVERY (1957)
 EK0790
 EK0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 EK0790'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 EK0790'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EK0790'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EK0790
 EK0790                          STATION RECOVERY (1979)
 EK0790
 EK0790'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 EK0790'RM 1 RECOVERED GOOD.
 EK0790'RM 2 RECOVERED GOOD.
 EK0790'AZ MK RECOVERED GOOD.
 EK0790'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES WEST-NORTHWEST
 EK0790'OF HUGO.
 EK0790
 EK0790                          STATION RECOVERY (1986)
 EK0790
 EK0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0790'10.9 KM (6.8 MI) WEST FROM HUGO.
 EK0790'10.9 KM (6.75 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0790'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 0.7 KM (0.45 MI) EAST OF
 EK0790'THE INTERSECTION OF A PAVED ROAD LEADING NORTH, 31.7 M (104.0 FT) WEST
 EK0790'OF A FENCE CORNER, AND 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF THE
 EK0790'HIGHWAY.
 EK0790'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST AND FENCE
 EK0790'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EK0790
 EK0790                          STATION RECOVERY (2008)
 EK0790
 EK0790'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 EK0790'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0789 ***********************************************************************
 EK0789  DESIGNATION -  JETER AZ MK
 EK0789  PID         -  EK0789
 EK0789  STATE/COUNTY-  OK/CHOCTAW
 EK0789  COUNTRY     -  US
 EK0789  USGS QUAD   -  HUGO (2019)
 EK0789
 EK0789                         *CURRENT SURVEY CONTROL
 EK0789  ______________________________________________________________________
 EK0789* NAD 83(1986) POSITION- 34 02 26.     (N) 095 36 33.     (W)   SCALED
 EK0789* NAVD 88 ORTHO HEIGHT -   173.834 (meters)      570.32  (feet) ADJUSTED
 EK0789  ______________________________________________________________________
 EK0789  GEOID HEIGHT    -        -29.122 (meters)                     GEOID18
 EK0789  DYNAMIC HEIGHT  -        173.647 (meters)      569.71  (feet) COMP
 EK0789  MODELED GRAVITY -    979,557.1   (mgal)                       NAVD 88
 EK0789
 EK0789  VERT ORDER      -  FIRST     CLASS II
 EK0789
 EK0789.The horizontal coordinates were scaled from a map and have
 EK0789.an estimated accuracy of +/- 6 seconds.
 EK0789
 EK0789.The orthometric height was determined by differential leveling and
 EK0789.adjusted by the NATIONAL GEODETIC SURVEY
 EK0789.in June 1991.
 EK0789
 EK0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0789.GEOID18 height accuracy estimate available here.
 EK0789
 EK0789.Click photographs - Photos may exist for this station.
 EK0789
 EK0789.The dynamic height is computed by dividing the NAVD 88
 EK0789.geopotential number by the normal gravity value computed on the
 EK0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0789.degrees latitude (g = 980.6199 gals.).
 EK0789
 EK0789.The modeled gravity was interpolated from observed gravity values.
 EK0789
 EK0789;                    North         East    Units  Estimated Accuracy
 EK0789;SPC OK S     -    81,060.      820,750.      MT  (+/- 180 meters Scaled)
 EK0789
 EK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT591697(NAD 83)
 EK0789
 EK0789                          SUPERSEDED SURVEY CONTROL
 EK0789
 EK0789.No superseded survey control is available for this station.
 EK0789
 EK0789_MARKER: DZ = AZIMUTH MARK DISK
 EK0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0789_STAMPING: JETER 1951
 EK0789_MARK LOGO: CGS
 EK0789_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0789+STABILITY: SURFACE MOTION
 EK0789
 EK0789  HISTORY     - Date     Condition        Report By
 EK0789  HISTORY     - 1951     MONUMENTED       CGS
 EK0789  HISTORY     - 1986     GOOD             NGS
 EK0789
 EK0789                          STATION DESCRIPTION
 EK0789
 EK0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0789'10.1 KM (6.3 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0789'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 65.1 M (213.6 FT) WEST OF THE
 EK0789'CENTER OF A DIRT ROAD LEADING NORTH, 15.0 M (49.2 FT) NORTH OF THE
 EK0789'CENTERLINE OF THE HIGHWAY, AND 3.5 M (11.5 FT) WEST OF A UTILITY POLE.
 EK0789'IT IS 0.9 METERS SOUTH FROM A WITNESS POST AND FENCE AND IS 0.6 M
 EK0789'ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0879 ***********************************************************************
 GH0879  DESIGNATION -  JIM
 GH0879  PID         -  GH0879
 GH0879  STATE/COUNTY-  OK/GRANT
 GH0879  COUNTRY     -  US
 GH0879  USGS QUAD   -  WAKITA (2018)
 GH0879
 GH0879                         *CURRENT SURVEY CONTROL
 GH0879  ______________________________________________________________________
 GH0879* NAD 83(1997) POSITION- 36 58 26.70122(N) 097 54 46.44191(W)   ADJUSTED
 GH0879* NAVD 88 ORTHO HEIGHT -   377.    (meters)     1237.    (feet) SCALED
 GH0879  ______________________________________________________________________
 GH0879  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 GH0879  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 GH0879  HORZ ORDER      -  THIRD
 GH0879
 GH0879.The horizontal coordinates were established by classical geodetic methods
 GH0879.and adjusted by the National Geodetic Survey in October 1998.
 GH0879
 GH0879.The orthometric height was scaled from a topographic map.
 GH0879
 GH0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0879.GEOID18 height accuracy estimate available here.
 GH0879
 GH0879.Click photographs - Photos may exist for this station.
 GH0879
 GH0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0879
 GH0879. The following values were computed from the NAD 83(1997) position.
 GH0879
 GH0879;                    North         East     Units Scale Factor Converg.
 GH0879;SPC OK N     -   219,045.310   607,755.843   MT  1.00004443   +0 03 05.0
 GH0879;SPC OK N     -   718,651.15  1,993,945.63   sFT  1.00004443   +0 03 05.0
 GH0879;UTM  14      - 4,092,549.530   596,760.274   MT  0.99971534   +0 39 14.0
 GH0879
 GH0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0879!SPC OK N     -   0.99994524  x   1.00004443  =   0.99998967
 GH0879!UTM  14      -   0.99994524  x   0.99971534  =   0.99966060
 GH0879
 GH0879:                Primary Azimuth Mark                     Grid Az
 GH0879:SPC OK N     -  JIM AZ MK 2                              000 52 38.6
 GH0879:UTM  14      -  JIM AZ MK 2                              000 16 29.6
 GH0879
 GH0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9676092549(NAD 83)
 GH0879
 GH0879|---------------------------------------------------------------------|
 GH0879| PID    Reference Object                     Distance      Geod. Az  |
 GH0879|                                                           dddmmss.s |
 GH0879| CL4595 JIM AZ MK                                          0001919.9 |
 GH0879| CL4596 JIM AZ MK 2                                        0005543.6 |
 GH0879| CL4599 JIM RM 3                              2.548 METERS 00859     |
 GH0879| CL4597 JIM RM 1                             21.477 METERS 22745     |
 GH0879| CL4600 JIM RM 4                             36.738 METERS 26702     |
 GH0879| CL4598 JIM RM 2                             23.307 METERS 30904     |
 GH0879|---------------------------------------------------------------------|
 GH0879
 GH0879                          SUPERSEDED SURVEY CONTROL
 GH0879
 GH0879  NAD 83(1993)-  36 58 26.70377(N)    097 54 46.44424(W) AD(       ) 3
 GH0879  NAD 83(1986)-  36 58 26.70809(N)    097 54 46.43467(W) AD(       ) 3
 GH0879  NAD 27      -  36 58 26.61352(N)    097 54 45.21925(W) AD(       ) 3
 GH0879
 GH0879.Superseded values are not recommended for survey control.
 GH0879
 GH0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0879.See file dsdata.pdf to determine how the superseded data were derived.
 GH0879
 GH0879_MARKER: DS = TRIANGULATION STATION DISK
 GH0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0879_STAMPING: JIM 1957
 GH0879_MARK LOGO: CGS
 GH0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0879+STABILITY: SURFACE MOTION
 GH0879
 GH0879  HISTORY     - Date     Condition        Report By
 GH0879  HISTORY     - 1957     MONUMENTED       CGS
 GH0879  HISTORY     - 1963     GOOD             CGS
 GH0879
 GH0879                          STATION DESCRIPTION
 GH0879
 GH0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0879'STATION IS ABOUT 7 MILES SOUTH AND 2 MILES WEST OF BLUFF CITY,
 GH0879'1.7 MILES SOUTH OF THE KANSAS-OKLAHOMA STATE LINE, IN THE
 GH0879'SOUTHWEST QUARTER OF SECTION 24, T 29 N, R 7 W AND ON THE
 GH0879'PROPERTY OF MR. ED BURLIE WHO LIVES ACROSS ROAD FROM STATION.
 GH0879'
 GH0879'TO REACH FROM THE BLUFF CITY POST OFFICE, GO SOUTH ON SURFACED
 GH0879'ROAD FOR 1.6 MILES TO CROSSROADS WHERE SURFACED ROAD TURNS
 GH0879'EAST.  CONTINUE SOUTH ON GRAVEL ROAD FOR 3.6 MILES TO A
 GH0879'T-INTERSECTION AT STATE LINE.  TURN RIGHT FOR 0.05 MILE,
 GH0879'THENCE LEFT AND CONTINUE SOUTH FOR 1.0 MILE TO CROSSROADS.
 GH0879'TURN RIGHT AND GO 2.0 MILES TO CROSSROADS.  TURN LEFT AND GO
 GH0879'SOUTH FOR 0.5 MILE TO FIELD ENTRANCE AND AZIMUTH MARK ON LEFT.
 GH0879'CONTINUE FOR 0.3 MILES TO FARMHOUSE ON RIGHT AND STATION ON
 GH0879'LEFT.
 GH0879'
 GH0879'STATION MARKS ARE STANDARD DISKS, STAMPED JIM 1957.  UNDERGROUND
 GH0879'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 GH0879'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF A 11 INCH
 GH0879'SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 178
 GH0879'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 28
 GH0879'FEET EAST OF ROAD CENTER AND 5 FEET NORTH OF A POWERLINE
 GH0879'POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET NORTH
 GH0879'OF THE MARK.
 GH0879'
 GH0879'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JIM NO 1 1957.
 GH0879'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 GH0879'WHICH PROJECTS 8 INCHES.  IT IS 53 FEET SOUTH OF DRIVEWAY
 GH0879'CENTER, 23 FEET WEST OF ROAD CENTER AND 3 FEET NORTH OF A
 GH0879'TELEPHONE POLE.
 GH0879'
 GH0879'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JIM NO 2 1957.
 GH0879'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 GH0879'WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 43 FEET NORTH
 GH0879'OF DRIVEWAY CENTER AND 30 FEET WEST OF ROAD CENTER.
 GH0879'
 GH0879'AZIMUTH MARK IS A STANDARD DISK, STAMPED JIM 1957.  IT IS
 GH0879'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 GH0879'PROJECTS 6 INCHES.  IT IS 28 FEET EAST OF ROAD CENTER, AND
 GH0879'3 FEET NORTHWEST OF FENCE CORNERPOST.  A 4 IN X 4 IN WHITE
 GH0879'WITNESS POST WAS SET 4 FEET WEST OF THE MARK.
 GH0879
 GH0879                          STATION RECOVERY (1963)
 GH0879
 GH0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0879'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 GH0879'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE DISTANCE AND
 GH0879'DIRECTION CHECKED THE 1957 DESCRIPTION.  DUE TO ROAD CONSTRUCTION,
 GH0879'REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 GH0879'WERE RELOCATED.  FOLLOWING IS A DESCRIPTION OF THE MARKS.
 GH0879'
 GH0879'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JIM NO 3 1957,
 GH0879'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0879'8 INCHES.  IT IS 33.0 FEET EAST OF THE CENTERLINE OF A GRADED
 GH0879'ROAD, 13.0 FEET NORTH OF A POWER LINE POLE AND ABOUT 2.0 FEET
 GH0879'HIGHER THAN THE ROAD.  IT IS ABOUT THE SAME ELEVATION AS
 GH0879'THE STATION.
 GH0879'
 GH0879'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED JIM NO 4 1957,
 GH0879'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0879'2 INCHES.  IT IS 90.0 FEET WEST OF THE CENTERLINE OF THE
 GH0879'GRADED ROAD, 19.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 GH0879'LEADING TO A FARM HOUSE, 2.0 FEET EAST OF A POWER LINE POLE
 GH0879'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0879'
 GH0879'AZIMUTH MARK IS A STANDARD DISK, STAMPED JIM 1957 RESET 1963,
 GH0879'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0879'3 INCHES.  IT IS 46.0 FEET EAST OF THE CENTERLINE OF A GRADED
 GH0879'ROAD, 1.0 FEET SOUTH OF A FENCE, 2.0 FEET EAST OF METAL WITNESS
 GH0879'POST AND ABOUT 3 FEET HIGHER THAN THE STATION.  NOTE 16A.
 GH0879'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON GRADED
 GH0879'ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1166 ***********************************************************************
 FH1166  DESIGNATION -  JIM
 FH1166  PID         -  FH1166
 FH1166  STATE/COUNTY-  OK/OKMULGEE
 FH1166  COUNTRY     -  US
 FH1166  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH1166
 FH1166                         *CURRENT SURVEY CONTROL
 FH1166  ______________________________________________________________________
 FH1166* NAD 83(1993) POSITION- 35 32 45.63672(N) 095 57 50.44516(W)   ADJUSTED
 FH1166* NAVD 88 ORTHO HEIGHT -   205.0   (meters)      673.    (feet) VERTCON3
 FH1166  ______________________________________________________________________
 FH1166  GEOID HEIGHT    -        -29.134 (meters)                     GEOID18
 FH1166  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 FH1166  HORZ ORDER      -  SECOND
 FH1166
 FH1166.The horizontal coordinates were established by classical geodetic methods
 FH1166.and adjusted by the National Geodetic Survey in November 1994.
 FH1166
 FH1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1166
 FH1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1166.GEOID18 height accuracy estimate available here.
 FH1166
 FH1166.Click photographs - Photos may exist for this station.
 FH1166
 FH1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1166
 FH1166. The following values were computed from the NAD 83(1993) position.
 FH1166
 FH1166;                    North         East     Units Scale Factor Converg.
 FH1166;SPC OK N     -    62,517.386   784,605.677   MT  1.00000381   +1 12 05.5
 FH1166;SPC OK N     -   205,109.12  2,574,160.46   sFT  1.00000381   +1 12 05.5
 FH1166;UTM  15      - 3,937,638.911   231,298.736   MT  1.00048983   -1 43 27.0
 FH1166;UTM  14      - 3,937,837.770   775,228.088   MT  1.00053359   +1 45 58.0
 FH1166
 FH1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1166!SPC OK N     -   0.99997240  x   1.00000381  =   0.99997621
 FH1166!UTM  15      -   0.99997240  x   1.00048983  =   1.00046221
 FH1166!UTM  14      -   0.99997240  x   1.00053359  =   1.00050597
 FH1166
 FH1166:                Primary Azimuth Mark                     Grid Az
 FH1166:SPC OK N     -  REBAR 87                                 175 41 00.9
 FH1166:UTM  15      -  REBAR 87                                 178 36 33.4
 FH1166:UTM  14      -  REBAR 87                                 175 07 08.4
 FH1166
 FH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3129837638(NAD 83)
 FH1166
 FH1166|---------------------------------------------------------------------|
 FH1166| PID    Reference Object                     Distance      Geod. Az  |
 FH1166|                                                           dddmmss.s |
 FH1166| CJ7849 JIM RM 1                             14.152 METERS 09145     |
 FH1166| FH1135 REBAR 87                            APPROX. 5.4 KM 1765306.4 |
 FH1166| CJ7850 JIM RM 2                             35.361 METERS 35947     |
 FH1166|---------------------------------------------------------------------|
 FH1166
 FH1166                          SUPERSEDED SURVEY CONTROL
 FH1166
 FH1166  NAD 83(1986)-  35 32 45.66381(N)    095 57 50.43734(W) AD(       ) 2
 FH1166  NAD 27      -  35 32 45.27956(N)    095 57 49.44472(W) AD(       ) 2
 FH1166  NGVD 29 (07/19/86)  204.9    (m)          672.     (f) VERT ANG       
 FH1166
 FH1166.Superseded values are not recommended for survey control.
 FH1166
 FH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1166.See file dsdata.pdf to determine how the superseded data were derived.
 FH1166
 FH1166_MARKER: DD = SURVEY DISK
 FH1166_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1166+WITH SETTING: INFORMATION.
 FH1166_STAMPING: ET JIM 1968
 FH1166_MARK LOGO: USGS
 FH1166_PROJECTION: FLUSH
 FH1166_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1166
 FH1166  HISTORY     - Date     Condition        Report By
 FH1166  HISTORY     - 1968     MONUMENTED       USGS
 FH1166
 FH1166                          STATION DESCRIPTION
 FH1166
 FH1166'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1166'THE STATION IS ABOUT 5.5 MI ESE. OF OKMULGEE, NEAR THE QUARTER
 FH1166'CORNER BETWEEN SECS. 5 AND 6, T. 12 N., R. 13 E., ABOUT 0.4 MI
 FH1166'S. OF A RD. CORNER S.-E., 23 FT W. OF A GRAVEL RD., ON W. EDGE OF
 FH1166'A FARMYARD.
 FH1166'
 FH1166'TO REACH FROM THE INTERSECTION OF U.S. HWY. 75 AND MAIN STREET
 FH1166'IN OKMULGEE, GO S. ON U.S. HWY. 75 FOR 5.4 MI TO A Y-RD. NW.,
 FH1166'TURN RIGHT AND FOLLOW RD. NW. AND W. FOR 0.65 MI TO A CURVE S.,
 FH1166'TURN LEFT AND GO S. FOR 0.4 MI TO FARM HOUSE ON RIGHT AND THE
 FH1166'STATION.
 FH1166'
 FH1166'THE STATION, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1166'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 FH1166'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET JIM 1968, IS 111 FT
 FH1166'S. AND 23 FT W. OF CENTER OF RD. AT DRIVE WSW. 12 FT N. OF FENCE
 FH1166'CORNER AND 12 FT N. OF METAL WITNESS POST.  IT IS FLUSH WITH THE
 FH1166'GROUND.
 FH1166'
 FH1166'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1166'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 FH1166'GRAVEL TO WITHIN 1 IN. OF CAP,.  STAMPED JIM NO 1 1968 IS E. OF
 FH1166'THE STATION, 24 FT E. OF CENTER OF RD., 1 FT W. OF E. RIGHT-OF-WAY
 FH1166'FENCE AND IS FLUSH WITH THE GROUND.
 FH1166'
 FH1166'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1166'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 FH1166'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED JIM NO 2 1968 IS N. OF
 FH1166'THE STATION, 11 FT N. AND 23 FT W. OF CENTER OF RD., AT DRIVE
 FH1166'WSW., 4 FT E. OF FENCE CORNER, 2 FT E. OF POWERLINEPOLE.  IT IS
 FH1166'FLUSH WITH THE GROUND.
 FH1166'
 FH1166'NO AZIMUTH MARK SET
 FH1166'
 FH1166'REFERENCE AZIMUTH USED - OLD SMOKESTACK IN BRUNDIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1032 ***********************************************************************
 GH1032  DESIGNATION -  JIM
 GH1032  PID         -  GH1032
 GH1032  STATE/COUNTY-  OK/KAY
 GH1032  COUNTRY     -  US
 GH1032  USGS QUAD   -  KAW CITY NW (2018)
 GH1032
 GH1032                         *CURRENT SURVEY CONTROL
 GH1032  ______________________________________________________________________
 GH1032* NAD 83(1997) POSITION- 36 59 57.26980(N) 096 53 08.46702(W)   ADJUSTED
 GH1032* NAVD 88 ORTHO HEIGHT -   377.    (meters)     1237.    (feet) SCALED
 GH1032  ______________________________________________________________________
 GH1032  GEOID HEIGHT    -        -29.139 (meters)                     GEOID18
 GH1032  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 GH1032  HORZ ORDER      -  FIRST
 GH1032
 GH1032.The horizontal coordinates were established by classical geodetic methods
 GH1032.and adjusted by the National Geodetic Survey in October 1998.
 GH1032
 GH1032.The orthometric height was scaled from a topographic map.
 GH1032
 GH1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1032.GEOID18 height accuracy estimate available here.
 GH1032
 GH1032.Click photographs - Photos may exist for this station.
 GH1032
 GH1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1032
 GH1032. The following values were computed from the NAD 83(1997) position.
 GH1032
 GH1032;                    North         East     Units Scale Factor Converg.
 GH1032;SPC OK N     -   222,403.161   699,190.853   MT  1.00005071   +0 39 27.4
 GH1032;SPC OK N     -   729,667.70  2,293,928.66   sFT  1.00005071   +0 39 27.4
 GH1032;UTM  14      - 4,096,877.825   688,137.157   MT  1.00003606   +1 16 22.0
 GH1032
 GH1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1032!SPC OK N     -   0.99994539  x   1.00005071  =   0.99999610
 GH1032!UTM  14      -   0.99994539  x   1.00003606  =   0.99998145
 GH1032
 GH1032:                Primary Azimuth Mark                     Grid Az
 GH1032:SPC OK N     -  ARKANSAS CITY NEW ERA MILL TK            293 49 25.8
 GH1032:UTM  14      -  ARKANSAS CITY NEW ERA MILL TK            293 12 31.2
 GH1032
 GH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8813796877(NAD 83)
 GH1032
 GH1032|---------------------------------------------------------------------|
 GH1032| PID    Reference Object                     Distance      Geod. Az  |
 GH1032|                                                           dddmmss.s |
 GH1032| CJ7846 JIM AZ MK                                          0901635.8 |
 GH1032| CJ7847 JIM RM 1                             33.938 METERS 09305     |
 GH1032| GH1031 PT 18 D                               2.450 METERS 16759     |
 GH1032| CJ7848 JIM RM 2                             31.257 METERS 24636     |
 GH1032| GH0646 CHILOCCO INDIAN AGR SCHOOL TK       APPROX.16.6 KM 2652913.2 |
 GH1032| HF1320 ARKANSAS CITY NEW ERA MILL TK       APPROX.15.2 KM 2942853.2 |
 GH1032| HF1315 ARKANSAS CITY MUNICIPAL TANK        APPROX.16.5 KM 2984447.8 |
 GH1032| HF1139 COUNTRY CHURCH SPIRE                APPROX. 9.7 KM 3342736.7 |
 GH1032|---------------------------------------------------------------------|
 GH1032
 GH1032                          SUPERSEDED SURVEY CONTROL
 GH1032
 GH1032  NAD 83(1993)-  36 59 57.26949(N)    096 53 08.46426(W) AD(       ) 1
 GH1032  NAD 83(1986)-  36 59 57.28244(N)    096 53 08.45713(W) AD(       ) 1
 GH1032  NAD 27      -  36 59 57.17013(N)    096 53 07.33506(W) AD(       ) 1
 GH1032
 GH1032.Superseded values are not recommended for survey control.
 GH1032
 GH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1032.See file dsdata.pdf to determine how the superseded data were derived.
 GH1032
 GH1032_MARKER: DS = TRIANGULATION STATION DISK
 GH1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1032_STAMPING: JIM 1935
 GH1032_MARK LOGO: CGS
 GH1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1032+STABILITY: SURFACE MOTION
 GH1032
 GH1032  HISTORY     - Date     Condition        Report By
 GH1032  HISTORY     - 1935     MONUMENTED       CGS
 GH1032  HISTORY     - 1942     GOOD             CGS
 GH1032  HISTORY     - 1964     GOOD             USGS
 GH1032
 GH1032                          STATION DESCRIPTION
 GH1032
 GH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1032'STATION IS LOCATED 3.4 MILES SOUTH AND 1 MILE EAST OF SILVERDALE
 GH1032'AND 9.5 MILES EAST OF GALE, KANSAS, IN THE NORTH CORNER
 GH1032'OF SECTIONS 16 AND 17, T. 29 N., R. 4 E., IN KAY COUNTY,
 GH1032'OKLAHOMA, OR COWLEY COUNTY, KANSAS.
 GH1032'
 GH1032'REACHED FROM A POINT ON U. S. HIGHWAY 166, 4 MILES EAST OF
 GH1032'ARKANSAS CITY WHERE IT TURNS TO THE NORTH, BY GOING SOUTH
 GH1032'FOR 0.4 MILE, TURN LEFT (EAST) AND GO 3.5 MILES, TURN RIGHT
 GH1032'(SOUTH) JUST BEFORE REACHING RAILROAD TRACK AND GO 1 MILE
 GH1032'TO THE RAILROAD CROSSING IN SILVERDALE, CROSS RAILROAD,
 GH1032'AND CONTINUE SOUTH FOR 2 MILES TO T-ROAD AFTER PASSING SECOND
 GH1032'BRIDGE, TURN LEFT (EAST) AND GO 0.25 MILE, TURN RIGHT (SOUTH)
 GH1032'ON WINDING ROAD AND GO 1.5 MILES TO ANOTHER T-ROAD, TURN LEFT
 GH1032'(EAST) AND GO 1.0 MILE TO RANCH HOUSE ON SOUTH SIDE OF ROAD
 GH1032'AND STATION SITE.  MARK IS SET 7.5 FEET NORTH OF
 GH1032'EAST-AND-WEST FENCE, 23 FEET NORTH OF CENTER LINE OF
 GH1032'EAST-AND-WEST ROAD AND 8.04 FEET NORTH-NORTHWEST OF
 GH1032'U.S.G.S. PRIMARY NO. 18 (1916).
 GH1032'
 GH1032'REFERENCE MARK NO. 1 IS 111.35 FEET (33.938 METERS) EAST OF
 GH1032'STATION IN EAST-WEST FENCE LINE.
 GH1032'
 GH1032'REFERENCE MARK NO. 2 IS 102.55 FEET (31.257 METERS) WEST-SOUTHWEST
 GH1032'OF STATION IN NORTH-AND-SOUTH FENCE LINE, 4 FEET SOUTH OF
 GH1032'FENCE CORNER IN FRONT OF HOUSE ABOUT 100 FEET.
 GH1032'
 GH1032'AZIMUTH MARK IS 0.2 MILE EAST OF STATION IN EAST-AND-WEST
 GH1032'FENCE LINE, 15 FEET NORTH OF CENTER LINE OF EAST-AND-WEST
 GH1032'ROAD, ON FIRST RISE EAST OF STATION.
 GH1032'
 GH1032'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH1032'DESCRIBED.
 GH1032'
 GH1032'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GH1032
 GH1032                          STATION RECOVERY (1942)
 GH1032
 GH1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDG)
 GH1032'LETTER OF MR. W.D. GUY, COUNTY ENGINEER, WINFIELD, KANSAS,
 GH1032'DATED MARCH 30, 1942-
 GH1032'
 GH1032'THE FENCE WHICH EXISTED ON THE KANSAS-OKLAHOMA STATE LINE
 GH1032'HAS BEEN MOVED NORTH THIRTY (30) FEET, THUS GIVING ADDITIONAL
 GH1032'RIGHT-OF-WAY FOR THE IMPROVED ROAD.  THIS LEFT THE TRIANGULATION
 GH1032'STATION THEN IN THE MIDDLE OF THE NEW ROAD.
 GH1032'
 GH1032'THE AZIMUTH MARK, 0.2 MILE EAST OF THE STATION IN THE EAST
 GH1032'AND WEST FENCE LINE, FIFTEEN FEET NORTH OF THE CENTER LINES
 GH1032'OF THE EAST AND WEST ROAD, WHICH IS APPROXIMATELY THE CENTER
 GH1032'OF NEW CONSTRUCTION WORK, HAS BEEN REMOVED AND IS NOW LYING
 GH1032'ON TOP OF THE GROUND UNDER THE FENCE ON THE NORTH SIDE OF THE
 GH1032'STATE LINE.
 GH1032'
 GH1032'THE TRIANGULATION STATION IS NOW APPROXIMATELY IN THE CENTER
 GH1032'OF THE ROAD.  THE BRASS DISC HAS BEEN PARTLY SHEARED OFF
 GH1032'BY REASON OF THE GRADER BLADE SCRAPING ACROSS THE TOP.  OTHER
 GH1032'GRADER MARKS INDICATE THAT THE STATION HAS BEEN STRUCK WITH
 GH1032'CONSIDERABLE FORCE, WHICH IN ALL PROBABILITY HAS MOVED THE
 GH1032'TRIANGULATION STATION FROM ITS CORRECT POSITION.
 GH1032'
 GH1032'REFERENCE MARK NO. 1, 111.35 FEET EAST OF THE STATION WAS NOT
 GH1032'VISIBLE AND MAY BE INTACT UNDER THE NEW GRADE.
 GH1032'
 GH1032'REFERENCE MARK NO. 2, 102.55 FEET WEST-SOUTHWEST OF THE STATION
 GH1032'HAS NOT BEEN DISTURBED.
 GH1032
 GH1032                          STATION RECOVERY (1964)
 GH1032
 GH1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GH1032'NEW ROAD OVER AREA IN WHICH STATION IS LOCATED.  R.M. 1 NOT
 GH1032'FOUND.
 GH1032'
 GH1032'AZIMUTH MARK WAS FOUND LYING ALONG EDGE OF ROAD WITH DISK
 GH1032'MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0054 ***********************************************************************
 FK0054  DESIGNATION -  JJ 114
 FK0054  PID         -  FK0054
 FK0054  STATE/COUNTY-  OK/BLAINE
 FK0054  COUNTRY     -  US
 FK0054  USGS QUAD   -  WATONGA (2018)
 FK0054
 FK0054                         *CURRENT SURVEY CONTROL
 FK0054  ______________________________________________________________________
 FK0054* NAD 83(1986) POSITION- 35 52 17.     (N) 098 23 02.     (W)   SCALED
 FK0054* NAVD 88 ORTHO HEIGHT -   480.015 (meters)     1574.85  (feet) ADJUSTED
 FK0054  ______________________________________________________________________
 FK0054  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 FK0054  DYNAMIC HEIGHT  -        479.562 (meters)     1573.36  (feet) COMP
 FK0054  MODELED GRAVITY -    979,674.9   (mgal)                       NAVD 88
 FK0054
 FK0054  VERT ORDER      -  SECOND    CLASS 0
 FK0054
 FK0054.The horizontal coordinates were scaled from a map and have
 FK0054.an estimated accuracy of +/- 6 seconds.
 FK0054
 FK0054.The orthometric height was determined by differential leveling and
 FK0054.adjusted by the NATIONAL GEODETIC SURVEY
 FK0054.in June 1991.
 FK0054
 FK0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0054.GEOID18 height accuracy estimate available here.
 FK0054
 FK0054.Click photographs - Photos may exist for this station.
 FK0054
 FK0054.The dynamic height is computed by dividing the NAVD 88
 FK0054.geopotential number by the normal gravity value computed on the
 FK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0054.degrees latitude (g = 980.6199 gals.).
 FK0054
 FK0054.The modeled gravity was interpolated from observed gravity values.
 FK0054
 FK0054;                    North         East    Units  Estimated Accuracy
 FK0054;SPC OK N     -    96,750.      565,330.      MT  (+/- 180 meters Scaled)
 FK0054
 FK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE556698(NAD 83)
 FK0054
 FK0054                          SUPERSEDED SURVEY CONTROL
 FK0054
 FK0054  NGVD 29 (??/??/92)  479.828  (m)         1574.24   (f) ADJ UNCH    2 0
 FK0054
 FK0054.Superseded values are not recommended for survey control.
 FK0054
 FK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0054.See file dsdata.pdf to determine how the superseded data were derived.
 FK0054
 FK0054_MARKER: DB = BENCH MARK DISK
 FK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0054_STAMPING: JJ 114 1935
 FK0054_MARK LOGO: CGS
 FK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0054+STABILITY: SURFACE MOTION
 FK0054
 FK0054  HISTORY     - Date     Condition        Report By
 FK0054  HISTORY     - 1935     MONUMENTED       CGS
 FK0054  HISTORY     - 20120322 MARK NOT FOUND   GEOCAC
 FK0054
 FK0054                          STATION DESCRIPTION
 FK0054
 FK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0054'2.4 MI N FROM WATONGA.
 FK0054'2.4 MILES NORTH OF ROCK ISLAND STATION AT WATONGA 36 FEET WEST
 FK0054'OF CENTER LINE OF SECTION LINE ROAD, 24 FEET SOUTHWEST OF 11TH.
 FK0054'POLE SOUTHWEST OF MILEPOST 58, 21 FEET NORTHWEST OF NEAREST RAIL
 FK0054'OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACK.
 FK0054
 FK0054                          STATION RECOVERY (2012)
 FK0054
 FK0054'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 FK0054'THIS BENCHMARK, IF IT STILL EXISTS, IS INSIDE A FENCED IN AREA OWNED
 FK0054'BY ONEOK NGL PIPELINE. THE GROUND IS GRAVELED-OVER. NO EVIDENCE OF THE
 FK0054'MARK VISIBLE FROM OUTSIDE THE FENCE AT ABOUT 30' DISTANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0810 ***********************************************************************
 EL0810  DESIGNATION -  JOHN
 EL0810  PID         -  EL0810
 EL0810  STATE/COUNTY-  OK/PONTOTOC
 EL0810  COUNTRY     -  US
 EL0810  USGS QUAD   -  STONEWALL (2018)
 EL0810
 EL0810                         *CURRENT SURVEY CONTROL
 EL0810  ______________________________________________________________________
 EL0810* NAD 83(1993) POSITION- 34 41 14.95487(N) 096 35 01.93218(W)   ADJUSTED
 EL0810* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 EL0810  ______________________________________________________________________
 EL0810  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 EL0810  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC18
 EL0810  HORZ ORDER      -  THIRD
 EL0810
 EL0810.The horizontal coordinates were established by classical geodetic methods
 EL0810.and adjusted by the National Geodetic Survey in November 1994.
 EL0810
 EL0810.The orthometric height was scaled from a topographic map.
 EL0810
 EL0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0810.GEOID18 height accuracy estimate available here.
 EL0810
 EL0810.Click photographs - Photos may exist for this station.
 EL0810
 EL0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0810
 EL0810. The following values were computed from the NAD 83(1993) position.
 EL0810
 EL0810;                    North         East     Units Scale Factor Converg.
 EL0810;SPC OK S     -   151,117.790   729,753.130   MT  0.99993756   +0 48 13.7
 EL0810;SPC OK S     -   495,792.28  2,394,198.39   sFT  0.99993756   +0 48 13.7
 EL0810;UTM  14      - 3,841,044.296   721,334.111   MT  1.00020385   +1 22 32.1
 EL0810
 EL0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0810!SPC OK S     -   0.99996318  x   0.99993756  =   0.99990074
 EL0810!UTM  14      -   0.99996318  x   1.00020385  =   1.00016702
 EL0810
 EL0810:                Primary Azimuth Mark                     Grid Az
 EL0810:SPC OK S     -  JOHN AZ MK                               017 18 44.0
 EL0810:UTM  14      -  JOHN AZ MK                               016 44 25.6
 EL0810
 EL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2133441044(NAD 83)
 EL0810
 EL0810|---------------------------------------------------------------------|
 EL0810| PID    Reference Object                     Distance      Geod. Az  |
 EL0810|                                                           dddmmss.s |
 EL0810| CY1337 JOHN AZ MK                                         0180657.7 |
 EL0810| CY1338 JOHN RM 1                            38.079 METERS 14525     |
 EL0810| CY1339 JOHN RM 2                            32.450 METERS 19625     |
 EL0810|---------------------------------------------------------------------|
 EL0810
 EL0810                          SUPERSEDED SURVEY CONTROL
 EL0810
 EL0810  NAD 83(1986)-  34 41 14.95785(N)    096 35 01.92264(W) AD(       ) 3
 EL0810  NAD 27      -  34 41 14.63720(N)    096 35 00.89760(W) AD(       ) 3
 EL0810
 EL0810.Superseded values are not recommended for survey control.
 EL0810
 EL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0810.See file dsdata.pdf to determine how the superseded data were derived.
 EL0810
 EL0810_MARKER: DS = TRIANGULATION STATION DISK
 EL0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0810_STAMPING: JOHN 1955
 EL0810_MARK LOGO: CGS
 EL0810_PROJECTION: FLUSH
 EL0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0810+STABILITY: SURFACE MOTION
 EL0810
 EL0810  HISTORY     - Date     Condition        Report By
 EL0810  HISTORY     - 1955     MONUMENTED       CGS
 EL0810
 EL0810                          STATION DESCRIPTION
 EL0810
 EL0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0810'THE STATION IS LOCATED ON A RIDGE ABOUT 7-1/2 MILES SOUTHEAST
 EL0810'OF ADA, 3-1/2 MILES NORTHWEST OF STONEWALL AND 1/2 MILE
 EL0810'SOUTH OF STATE ROUTE NO. 3.  IT IS IN THE FARM YARD OF MR.
 EL0810'JAMES JOHNSON, 77.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EL0810'OF THE YARD FENCE, 20.0 FEET SOUTH OF A FENCE CORNER POST
 EL0810'AND 5.0 FEET EAST OF AN OLD DRIVEWAY.  IT IS SET FLUSH
 EL0810'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED JOHN
 EL0810'1955.
 EL0810'
 EL0810'REFERENCE MARK NO. 1 IS LOCATED AT THE SOUTH EDGE OF THE YARD
 EL0810'AND 1.0 FOOT NORTH OF A WOVEN WIRE FENCE.  IT IS SET FLUSH
 EL0810'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED JOHN
 EL0810'NO. 1 1955.
 EL0810'
 EL0810'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF THE
 EL0810'YARD AND 1.0 FOOT NORTH OF A WOVEN WIRE FENCE.  IT IS SET
 EL0810'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EL0810'JOHN NO 2 1955.
 EL0810'
 EL0810'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 EL0810'MARK NO. 2 IS 101.0 FEET.
 EL0810'
 EL0810'THE AZIMUTH MARK IS 25.0 FEET WEST OF THE CENTER OF AN OILED
 EL0810'ROAD, 3.5 FEET SOUTH OF A POWERLINE TRANSFORMER POLE AND 2.5
 EL0810'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 5 INCHES AND THE
 EL0810'DISK IS STAMPED JOHN 1955.
 EL0810'
 EL0810'TO REACH THE STATION FROM THE POST OFFICE IN STONEWALL.
 EL0810'GO WEST AND NORTHWEST ON STATE ROUTE NO. 3 FOR 4.5 MILES
 EL0810'TO A CROSSROAD, TURN LEFT AND GO SOUTH ON AN OILED ROAD
 EL0810'FOR 0.25 MILE TO A SCHOOL ON THE LEFT, CONTINUE SOUTH FOR
 EL0810'0.5 MILE TO A FARM DRIVE ON THE RIGHT, TURN RIGHT AND GO
 EL0810'WEST FOR 0.1 MILE ON A FARM DRIVE TO THE HOME OF MR. JOHNSON
 EL0810'AND THE STATION AS DESCRIBED.
 EL0810'
 EL0810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 EL0810'FARM DRIVE FOR 0.1 MILE TO AN OILED ROAD, TURN LEFT AND GO
 EL0810'NORTH ON AN OILED ROAD FOR 0.25 MILE TO A FARM HOUSE ON
 EL0810'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1020 ***********************************************************************
 GH1020  DESIGNATION -  JOHN
 GH1020  PID         -  GH1020
 GH1020  STATE/COUNTY-  OK/KAY
 GH1020  COUNTRY     -  US
 GH1020  USGS QUAD   -  CHARLEY CREEK WEST (2018)
 GH1020
 GH1020                         *CURRENT SURVEY CONTROL
 GH1020  ______________________________________________________________________
 GH1020* NAD 83(1997) POSITION- 36 42 35.13427(N) 096 56 50.39572(W)   ADJUSTED
 GH1020* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 GH1020  ______________________________________________________________________
 GH1020  GEOID HEIGHT    -        -28.867 (meters)                     GEOID18
 GH1020  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 GH1020  HORZ ORDER      -  THIRD
 GH1020
 GH1020.The horizontal coordinates were established by classical geodetic methods
 GH1020.and adjusted by the National Geodetic Survey in October 1998.
 GH1020
 GH1020.The orthometric height was scaled from a topographic map.
 GH1020
 GH1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1020.GEOID18 height accuracy estimate available here.
 GH1020
 GH1020.Click photographs - Photos may exist for this station.
 GH1020
 GH1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1020
 GH1020. The following values were computed from the NAD 83(1997) position.
 GH1020
 GH1020;                    North         East     Units Scale Factor Converg.
 GH1020;SPC OK N     -   190,217.971   694,051.889   MT  0.99999011   +0 37 16.4
 GH1020;SPC OK N     -   624,073.46  2,277,068.57   sFT  0.99999011   +0 37 16.4
 GH1020;UTM  14      - 4,064,639.479   683,341.446   MT  1.00001414   +1 13 38.5
 GH1020
 GH1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1020!SPC OK N     -   0.99994927  x   0.99999011  =   0.99993938
 GH1020!UTM  14      -   0.99994927  x   1.00001414  =   0.99996341
 GH1020
 GH1020:                Primary Azimuth Mark                     Grid Az
 GH1020:SPC OK N     -  JOHN AZ MK                               267 01 23.3
 GH1020:UTM  14      -  JOHN AZ MK                               266 25 01.2
 GH1020
 GH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8334164639(NAD 83)
 GH1020
 GH1020|---------------------------------------------------------------------|
 GH1020| PID    Reference Object                     Distance      Geod. Az  |
 GH1020|                                                           dddmmss.s |
 GH1020| CJ7855 JOHN RM 1                            13.747 METERS 08106     |
 GH1020| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX. 6.3 KM 1823514.0 |
 GH1020| CJ7856 JOHN RM 2                            16.766 METERS 18853     |
 GH1020| CJ7854 JOHN AZ MK                                         2673839.7 |
 GH1020| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX. 7.8 KM 2930620.1 |
 GH1020|---------------------------------------------------------------------|
 GH1020
 GH1020                          SUPERSEDED SURVEY CONTROL
 GH1020
 GH1020  NAD 83(1993)-  36 42 35.13448(N)    096 56 50.39516(W) AD(       ) 3
 GH1020  NAD 83(1986)-  36 42 35.14649(N)    096 56 50.38372(W) AD(       ) 3
 GH1020  NAD 27      -  36 42 35.01182(N)    096 56 49.25349(W) AD(       ) 3
 GH1020
 GH1020.Superseded values are not recommended for survey control.
 GH1020
 GH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1020.See file dsdata.pdf to determine how the superseded data were derived.
 GH1020
 GH1020_MARKER: DS = TRIANGULATION STATION DISK
 GH1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1020_STAMPING: JOHN 1962
 GH1020_MARK LOGO: CGS
 GH1020_PROJECTION: FLUSH
 GH1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1020+STABILITY: SURFACE MOTION
 GH1020
 GH1020  HISTORY     - Date     Condition        Report By
 GH1020  HISTORY     - 1962     MONUMENTED       CGS
 GH1020
 GH1020                          STATION DESCRIPTION
 GH1020
 GH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GH1020'STATION IS ABOUT 7-1/2 MILES EAST OF PONCA CITY AND 6-1/2 MILES
 GH1020'SOUTHWEST OF KAW CITY ON THE NORTH SIDE OF A MACADAM ROAD.
 GH1020'
 GH1020'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 77 AND
 GH1020'STATE HIGHWAY 11 IN THE SOUTHEAST PART OF PONCA CITY, GO NORTH ON U.S.
 GH1020'HIGHWAY 77 AND STATE HIGHWAY 11 FOR 2.2 MILES TO THE JUNCTION WITH
 GH1020'NORTH FOURTEENTH STREET AND LAKE ROAD AND THE PIONEER WOMAN MONUMENT
 GH1020'AND PARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND
 GH1020'GO EAST ON LAKE ROAD FOR 2.05 MILES TO A FORK.  TAKE THE RIGHT FORK
 GH1020'AND CONTINUE STRAIGHT AHEAD ON MACADAM ROAD FOR 4.1 MILES TO A
 GH1020'CROSSROAD AND A SCHOOLHOUSE IN THE NORTHEAST ANGLE OF THE ROADS.
 GH1020'CONTINUE EAST, ON MACADAM ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 GH1020'RIGHT.  CONTINUE EAST, ON MACADAM ROAD FOR 0.3 MILE TO THE STATION ON
 GH1020'THE LEFT.
 GH1020'
 GH1020'STATION MARK IS A STANDARD DISK STAMPED JOHN 1962, SET IN THE TOP OF A
 GH1020'12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING SURFACE.  IT
 GH1020'IS 27 FEET NORTH OF THE CENTERLINE OF A MACADAM ROAD, 7.5 FEET SOUTH
 GH1020'OF A WIRE FENCE, 7 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A
 GH1020'TRIANGLE BLAZE ON IT AND 5 FEET SOUTH OF A WITNESS POST.
 GH1020'
 GH1020'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JOHN NO 1 1962, SET IN
 GH1020'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 GH1020'SURFACE.  IT IS 32 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 GH1020'SOUTH OF THE FENCE.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 GH1020'
 GH1020'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JOHN NO 2 1962, SET IN
 GH1020'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 28
 GH1020'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 14 FEET EAST OF A
 GH1020'TELEPHONE LINE POLE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GH1020'
 GH1020'AZIMUTH MARK IS A STANDARD DISK STAMPED JOHN 1962, SET IN THE TOP OF A
 GH1020'12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 28 FEET SOUTH
 GH1020'OF THE CENTERLINE OF THE MACADAM ROAD, 2.5 FEET NORTHEAST OF A
 GH1020'TELEPHONE LINE POLE AND 2.5 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1053 ***********************************************************************
 GH1053  CBN         -  This is a Cooperative Base Network Control Station.
 GH1053  DESIGNATION -  JON
 GH1053  PID         -  GH1053
 GH1053  STATE/COUNTY-  OK/CREEK
 GH1053  COUNTRY     -  US
 GH1053  USGS QUAD   -  SAPULPA NORTH (2018)
 GH1053
 GH1053                         *CURRENT SURVEY CONTROL
 GH1053  ______________________________________________________________________
 GH1053* NAD 83(2011) POSITION- 36 02 11.93968(N) 096 05 04.04419(W)   ADJUSTED
 GH1053* NAD 83(2011) ELLIP HT-   198.445 (meters)        (06/27/12)   ADJUSTED
 GH1053* NAD 83(2011) EPOCH   -  2010.00
 GH1053* NAVD 88 ORTHO HEIGHT -   227.209 (meters)      745.43  (feet) ADJUSTED
 GH1053  ______________________________________________________________________
 GH1053  GEOID HEIGHT    -        -28.752 (meters)                     GEOID18
 GH1053  NAD 83(2011) X  -   -547,330.075 (meters)                     COMP
 GH1053  NAD 83(2011) Y  - -5,134,679.007 (meters)                     COMP
 GH1053  NAD 83(2011) Z  -  3,731,597.646 (meters)                     COMP
 GH1053  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 GH1053  DYNAMIC HEIGHT  -        227.009 (meters)      744.78  (feet) COMP
 GH1053  MODELED GRAVITY -    979,749.7   (mgal)                       NAVD 88
 GH1053
 GH1053  VERT ORDER      -  FIRST     CLASS II
 GH1053
 GH1053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1053  Standards:
 GH1053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1053  -------------------------------------------------------------------
 GH1053  NETWORK    0.41   0.80           0.18   0.15   0.41      0.03397358
 GH1053  -------------------------------------------------------------------
 GH1053  Click here for local accuracies and other accuracy information.
 GH1053
 GH1053.The horizontal coordinates were established by GPS observations
 GH1053.and adjusted by the National Geodetic Survey in June 2012.
 GH1053
 GH1053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1053.been affixed to the stable North American tectonic plate. See 
 GH1053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1053
 GH1053.The horizontal coordinates are valid at the epoch date displayed above
 GH1053.which is a decimal equivalence of Year/Month/Day.
 GH1053
 GH1053.The orthometric height was determined by differential leveling and
 GH1053.adjusted by the NATIONAL GEODETIC SURVEY
 GH1053.in August 1994.
 GH1053
 GH1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1053.GEOID18 height accuracy estimate available here.
 GH1053
 GH1053.Click photographs - Photos may exist for this station.
 GH1053
 GH1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1053
 GH1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1053
 GH1053.The ellipsoidal height was determined by GPS observations
 GH1053.and is referenced to NAD 83.
 GH1053
 GH1053.The dynamic height is computed by dividing the NAVD 88
 GH1053.geopotential number by the normal gravity value computed on the
 GH1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH1053.degrees latitude (g = 980.6199 gals.).
 GH1053
 GH1053.The modeled gravity was interpolated from observed gravity values.
 GH1053
 GH1053. The following values were computed from the NAD 83(2011) position.
 GH1053
 GH1053;                    North         East     Units Scale Factor Converg.
 GH1053;SPC OK N     -   116,721.903   772,612.321   MT  0.99994800   +1 07 49.6
 GH1053;SPC OK N     -   382,945.11  2,534,812.26   sFT  0.99994800   +1 07 49.6
 GH1053;UTM  14      - 3,991,947.350   762,684.534   MT  1.00045033   +1 42 58.3
 GH1053
 GH1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1053!SPC OK N     -   0.99996886  x   0.99994800  =   0.99991686
 GH1053!UTM  14      -   0.99996886  x   1.00045033  =   1.00041917
 GH1053
 GH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6268491947(NAD 83)
 GH1053
 GH1053                          SUPERSEDED SURVEY CONTROL
 GH1053
 GH1053  NAD 83(2007)-  36 02 11.93972(N)    096 05 04.04468(W) AD(2002.00) 0
 GH1053  ELLIP H (02/10/07)  198.468  (m)                       GP(2002.00)    
 GH1053  ELLIP H (04/16/01)  198.468  (m)                       GP(       ) 4 2
 GH1053  NAD 83(1993)-  36 02 11.93963(N)    096 05 04.04438(W) AD(       ) B
 GH1053  ELLIP H (05/09/94)  198.543  (m)                       GP(       ) 4 2
 GH1053  NAVD 88             227.21   (m)          745.4    (f) LEVELING    3  
 GH1053  NAVD 88 (05/09/94)  227.2    (m)  GEOID93  model used  GPS OBS        
 GH1053
 GH1053.Superseded values are not recommended for survey control.
 GH1053
 GH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1053.See file dsdata.pdf to determine how the superseded data were derived.
 GH1053
 GH1053_MARKER: DH = HORIZONTAL CONTROL DISK
 GH1053_SETTING: 66 = SET IN ROCK OUTCROP
 GH1053_STAMPING: JON 1993
 GH1053_MARK LOGO: NGS
 GH1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1053+STABILITY: POSITION/ELEVATION WELL
 GH1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1053+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 GH1053
 GH1053  HISTORY     - Date     Condition        Report By
 GH1053  HISTORY     - 1993     MONUMENTED       NGS
 GH1053  HISTORY     - 19940331 GOOD             NGS
 GH1053  HISTORY     - 20010713 GOOD             INDIV
 GH1053  HISTORY     - 20021025 GOOD             JCLS
 GH1053  HISTORY     - 20080326 GOOD             SKW
 GH1053  HISTORY     - 20110923 GOOD             AIRDAT
 GH1053  HISTORY     - 20191122 GOOD             MCA
 GH1053  HISTORY     - 20200930 GOOD             COTOK
 GH1053  HISTORY     - 20210205 GOOD             COTOK
 GH1053  HISTORY     - 20220531 GOOD             OKDOT
 GH1053
 GH1053                          STATION DESCRIPTION
 GH1053
 GH1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1053'STATION IS LOCATED IN THE NORTH SECTION OF SAPULPA, ALONG STATE
 GH1053'HIGHWAY 66 WHERE IT PARALLELS INTERSTATE HIGHWAY 44, ON HIGH GROUND,
 GH1053'IN AN AREA WITH EXPOSED SANDSTONE OUTCROPS.  OWNERSHIP--OKLAHOMA
 GH1053'DEPARTMENT OF TRANSPORTATION.
 GH1053'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33, 66 AND 117A IN
 GH1053'SAPULPA, GO NORTH ON HIGHWAY 66 FOR 1.48 KM (0.90 MI) TO A PAVED ROAD
 GH1053'ON THE LEFT LEADING TO STATE HIGHWAY 166, CONTINUE AHEAD,
 GH1053'NORTH-NORTHEAST ON 66 FOR 1.29 KM (0.80 MI) TO A PAVED SIDE ROAD LEFT
 GH1053'(WEST 96TH STREET SOUTH) THAT GOES UNDER I-44.  CONTINUE AHEAD,
 GH1053'NORTHEAST, 1.15 KM (0.70 MI) TO PAVED ROAD RIGHT (91ST STREET).
 GH1053'CONTINUE AHEAD, NORTHEAST, 0.56 KM (0.35 MI) TO HIGH GROUND AND THE
 GH1053'STATION ON THE LEFT.
 GH1053'STATION MARK IS COUNTERSUNK IN A DRILL HOLE IN THE CENTER OF A 1 M
 GH1053'(3.3 FT) X 1.5 M (4.9 FT) FLAT OUTCROP FLUSH WITH THE GROUND.  IT IS
 GH1053'15.6 M (51.2 FT) WEST-NORTHWEST OF THE WEST EDGE OF HIGHWAY 66, 8.5 M
 GH1053'(27.9 FT) EAST-SOUTHEAST OF THE FENCELINE SEPARATING HIGHWAYS 44 AND
 GH1053'66, 1.4 M (4.6 FT) EAST-SOUTHEAST OF A STEEL WITNESS POST, 18.0 M
 GH1053'(59.1 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST AT A UTILITY
 GH1053'POLE WITH GUY WIRE, 1.5 M (4.9 FT) NORTH-NORTHEAST OF A WOODEN POST
 GH1053'PROJECTING 1.2 M (3.9 FT) AND 1.5 M (4.9 FT) SOUTH-SOUTHWEST OF A
 GH1053'WOODEN POST PROJECTING 1.2 M.
 GH1053
 GH1053                          STATION RECOVERY (1994)
 GH1053
 GH1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GH1053'5.8 KM (3.60 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION
 GH1053'OF U.S. HIGHWAY 75 ALTERNATE AND STATE HIGHWAY 97 IN SAPULPA, IN A 4
 GH1053'BY 5-FOOT EXPOSED AREA OF BEDROCK, 21.0 M (68.9 FT) WEST OF THE
 GH1053'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 18.0 M (59.1 FT)
 GH1053'SOUTH OF A WITNESS POST AND UTILITY POLE WITH 2 GUY CABLES, 8.4 M
 GH1053'(27.6 FT) EAST OF THE EAST RIGHT-OF-WAY FENCE, 1.4 M (4.6 FT)
 GH1053'EAST-SOUTHEAST OF A WITNESS POST, 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 GH1053'THE HIGHWAY, AND NEAR THE CENTER OF 3 WOOD GUARD POSTS.
 GH1053
 GH1053                          STATION RECOVERY (2001)
 GH1053
 GH1053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RL)
 GH1053'RECOVERED BY COMPASSCOM, INC. EMPLOYEE.
 GH1053
 GH1053                          STATION RECOVERY (2002)
 GH1053
 GH1053'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 GH1053'RECOVERED IN GOOD CONDITION.
 GH1053
 GH1053                          STATION RECOVERY (2008)
 GH1053
 GH1053'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2008 (GMU)
 GH1053'GOOD CONDITION
 GH1053
 GH1053                          STATION RECOVERY (2011)
 GH1053
 GH1053'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 GH1053'RECOVERED AS DESCRIBED.
 GH1053
 GH1053                          STATION RECOVERY (2019)
 GH1053
 GH1053'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH1053'RECOVERED IN GOOD CONDITION.
 GH1053
 GH1053                          STATION RECOVERY (2020)
 GH1053
 GH1053'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 GH1053'RECOVERED IN GOOD CONDITION.
 GH1053
 GH1053                          STATION RECOVERY (2021)
 GH1053
 GH1053'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 GH1053'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GH1053
 GH1053                          STATION RECOVERY (2022)
 GH1053
 GH1053'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GH1053'MARK IN GOOD CONDITION WITH 3 INCHES (8 CM) X 4 INCHES (10 CM) STEEL
 GH1053'PIPE CONCRETE FILLED GUARD POSTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0807 ***********************************************************************
 EM0807  DESIGNATION -  JONES
 EM0807  PID         -  EM0807
 EM0807  STATE/COUNTY-  OK/COMANCHE
 EM0807  COUNTRY     -  US
 EM0807  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0807
 EM0807                         *CURRENT SURVEY CONTROL
 EM0807  ______________________________________________________________________
 EM0807* NAD 83(1993) POSITION- 34 42 36.95480(N) 098 30 16.95856(W)   ADJUSTED
 EM0807* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 EM0807  ______________________________________________________________________
 EM0807  GEOID HEIGHT    -        -25.628 (meters)                     GEOID18
 EM0807  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 EM0807  HORZ ORDER      -  THIRD
 EM0807
 EM0807.The horizontal coordinates were established by classical geodetic methods
 EM0807.and adjusted by the National Geodetic Survey in November 1994.
 EM0807
 EM0807.The orthometric height was scaled from a topographic map.
 EM0807
 EM0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0807.GEOID18 height accuracy estimate available here.
 EM0807
 EM0807.Click photographs - Photos may exist for this station.
 EM0807
 EM0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0807
 EM0807. The following values were computed from the NAD 83(1993) position.
 EM0807
 EM0807;                    North         East     Units Scale Factor Converg.
 EM0807;SPC OK S     -   152,849.882   553,767.111   MT  0.99993835   -0 17 11.3
 EM0807;SPC OK S     -   501,474.99  1,816,817.60   sFT  0.99993835   -0 17 11.3
 EM0807;UTM  14      - 3,841,024.975   545,354.898   MT  0.99962535   +0 16 55.3
 EM0807
 EM0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0807!SPC OK S     -   0.99992505  x   0.99993835  =   0.99986341
 EM0807!UTM  14      -   0.99992505  x   0.99962535  =   0.99955043
 EM0807
 EM0807:                Primary Azimuth Mark                     Grid Az
 EM0807:SPC OK S     -  RIDGE                                    117 17 19.9
 EM0807:UTM  14      -  RIDGE                                    116 43 13.3
 EM0807
 EM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4535441024(NAD 83)
 EM0807
 EM0807|---------------------------------------------------------------------|
 EM0807| PID    Reference Object                     Distance      Geod. Az  |
 EM0807|                                                           dddmmss.s |
 EM0807| EM0652 RIDGE                               APPROX. 1.2 KM 1170008.6 |
 EM0807|---------------------------------------------------------------------|
 EM0807
 EM0807                          SUPERSEDED SURVEY CONTROL
 EM0807
 EM0807  NAD 83(1986)-  34 42 36.96015(N)    098 30 16.94344(W) AD(       ) 3
 EM0807  NAD 27      -  34 42 36.70800(N)    098 30 15.73600(W) AD(       ) 3
 EM0807
 EM0807.Superseded values are not recommended for survey control.
 EM0807
 EM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0807.See file dsdata.pdf to determine how the superseded data were derived.
 EM0807
 EM0807_MARKER: I = METAL ROD
 EM0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0807_PROJECTION: FLUSH
 EM0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0807+STABILITY: SURFACE MOTION
 EM0807
 EM0807  HISTORY     - Date     Condition        Report By
 EM0807  HISTORY     - 1945     MONUMENTED       USA
 EM0807
 EM0807                          STATION DESCRIPTION
 EM0807
 EM0807'DESCRIBED BY US ARMY 1945
 EM0807'SUMMIT OF MOST NLY OF SEVERAL KNOLLS COMPRISING JONES RIDGE.
 EM0807'ABOUT ONE MILE S BY W OF HWY. 49.  MARKED BY CENTER OF PIECE
 EM0807'OF SOLID METAL, ONE INCH ROUND, SET FLUSH IN TOP OF SQUARE
 EM0807'CONCRETE BLOCK.  WOOD QUAD SIGNAL OVER STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0860 ***********************************************************************
 FJ0860  DESIGNATION -  JONES
 FJ0860  PID         -  FJ0860
 FJ0860  STATE/COUNTY-  OK/OKLAHOMA
 FJ0860  COUNTRY     -  US
 FJ0860  USGS QUAD   -  JONES (2018)
 FJ0860
 FJ0860                         *CURRENT SURVEY CONTROL
 FJ0860  ______________________________________________________________________
 FJ0860* NAD 83(1993) POSITION- 35 35 04.28726(N) 097 15 38.00402(W)   ADJUSTED
 FJ0860* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 FJ0860  ______________________________________________________________________
 FJ0860  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 FJ0860  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 FJ0860  HORZ ORDER      -  FIRST
 FJ0860
 FJ0860.The horizontal coordinates were established by classical geodetic methods
 FJ0860.and adjusted by the National Geodetic Survey in November 1994.
 FJ0860
 FJ0860.The orthometric height was scaled from a topographic map.
 FJ0860
 FJ0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0860.GEOID18 height accuracy estimate available here.
 FJ0860
 FJ0860.Click photographs - Photos may exist for this station.
 FJ0860
 FJ0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0860
 FJ0860. The following values were computed from the NAD 83(1993) position.
 FJ0860
 FJ0860;                    North         East     Units Scale Factor Converg.
 FJ0860;SPC OK N     -    65,110.047   667,018.026   MT  0.99999681   +0 26 11.0
 FJ0860;SPC OK N     -   213,615.21  2,188,374.97   sFT  0.99999681   +0 26 11.0
 FJ0860;UTM  14      - 3,939,260.029   657,597.955   MT  0.99990607   +1 00 44.6
 FJ0860
 FJ0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0860!SPC OK N     -   0.99994495  x   0.99999681  =   0.99994176
 FJ0860!UTM  14      -   0.99994495  x   0.99990607  =   0.99985102
 FJ0860
 FJ0860:                Primary Azimuth Mark                     Grid Az
 FJ0860:SPC OK N     -  JONES AZ MK                              312 49 27.8
 FJ0860:UTM  14      -  JONES AZ MK                              312 14 54.2
 FJ0860
 FJ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5759739260(NAD 83)
 FJ0860
 FJ0860|---------------------------------------------------------------------|
 FJ0860| PID    Reference Object                     Distance      Geod. Az  |
 FJ0860|                                                           dddmmss.s |
 FJ0860| FJ0852 HARRAH OG AND E STACK               APPROX.11.3 KM 1391927.0 |
 FJ0860| FJ0967 CHOCTAW HIGH SCHOOL S FACE          APPROX. 9.5 KM 1854029.9 |
 FJ0860| FJ0970 OKLA NATURLA GAS CO MICROWAVE       APPROX.16.5 KM 1871900.8 |
 FJ0860| CL4608 JONES RM 1                           21.801 METERS 23416     |
 FJ0860| CL4607 JONES AZ MK                                        3131538.8 |
 FJ0860|---------------------------------------------------------------------|
 FJ0860
 FJ0860                          SUPERSEDED SURVEY CONTROL
 FJ0860
 FJ0860  NAD 83(1986)-  35 35 04.29337(N)    097 15 37.98571(W) AD(       ) 1
 FJ0860  NAD 27      -  35 35 04.07625(N)    097 15 36.86495(W) AD(       ) 1
 FJ0860
 FJ0860.Superseded values are not recommended for survey control.
 FJ0860
 FJ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0860.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0860
 FJ0860_MARKER: DS = TRIANGULATION STATION DISK
 FJ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0860_STAMPING: JONES 1955
 FJ0860_MARK LOGO: CGS
 FJ0860_PROJECTION: PROJECTING 10 CENTIMETERS
 FJ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0860+STABILITY: SURFACE MOTION
 FJ0860
 FJ0860  HISTORY     - Date     Condition        Report By
 FJ0860  HISTORY     - 1955     MONUMENTED       CGS
 FJ0860  HISTORY     - 1968     GOOD             OKDH
 FJ0860
 FJ0860                          STATION DESCRIPTION
 FJ0860
 FJ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0860'THE STATION IS LOCATED ABOUT 1-3/4 MILES EAST AND 1-1/4
 FJ0860'MILES NORTH OF THE TOWN OF JONES, NEAR THE CENTER OF THE
 FJ0860'SOUTHWEST QUARTER OF SECTION 24, T 13 N, R 1 W.
 FJ0860'
 FJ0860'TO REACH FROM THE POST OFFICE IN JONES, GO EAST ON PAVED
 FJ0860'ROAD FOR 0.75 MILE TO A T-INTERSECTION, TURN LEFT AND FOLLOW
 FJ0860'THE PAVED ROAD NORTH AND NORTHEAST FOR 1.85 MILE TO A DIAGONAL
 FJ0860'CROSSROAD, TURN SHARP RIGHT AND GO SOUTH ON A GRAVEL ROAD
 FJ0860'FOR 0.45 MILE TO A HOUSE AND CORRALS ON LEFT, TURN LEFT,
 FJ0860'PASSING TO THE NORTH OF THE HOUSE AND ALONG THE SOUTH SIDE
 FJ0860'OF THE CORRALS CONTINUEING EASTERLY ACROSS A PASTURE FOR 0.3
 FJ0860'MILE TO A NORTH-SOUTH FENCE AND STATION.
 FJ0860'
 FJ0860'THE STATION MARK IS ABOUT 100 YARDS NORTHWEST OF THE
 FJ0860'HIGHEST POINT ON A RIDGE, ABOUT 0.1 MILE WEST OF THE BRUSH
 FJ0860'LINE, ABOUT 50 YARDS EAST OF A CONTOUR DITCH, ABOUT 30 FEET
 FJ0860'SOUTH OF SOME LOW SHRUBS, 5 FEET NORTH OF A WITNESS POST, AND 1
 FJ0860'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 FJ0860'4 INCHES AND IS STAMPED JONES 1955.
 FJ0860'
 FJ0860'REFERENCE MARK NO. 1 IS 59 FEET EAST OF A NORTH-SOUTH FENCE
 FJ0860'LINE AND 15 FEET EAST OF A CONTOUR DITCH.  THE MARK PROJECTS
 FJ0860'6 INCHES AND IS STAMPED JONES NO 1 1955.
 FJ0860'
 FJ0860'A U.S.G.S. BENCH MARK, NORTH OF THE STATION, IS 1 FOOT WEST
 FJ0860'OF A NORTH-SOUTH FENCE LINE.  THE MARK, A BRONZE DISK SET
 FJ0860'IN THE TOP OF A CONCRETE POST, PROJECTS 6 INCHES AND
 FJ0860'IS STAMPED 1955 TT. 1 EV.
 FJ0860'
 FJ0860'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 FJ0860'STATION, IS ABOUT 100 YARDS SOUTHEAST OF A FARM HOUSE, 31
 FJ0860'FEET EAST OF THE CENTER OF A SECTION LINE ROAD, 4 FEET SOUTH
 FJ0860'OF A POWER LINE POLE, AND 2 FEET SOUTH OF A WITNESS POST.
 FJ0860'THE MARK PROJECTS 4 INCHES AND IS STAMPED JONES 1955.
 FJ0860'
 FJ0860'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0860
 FJ0860                          STATION RECOVERY (1968)
 FJ0860
 FJ0860'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0860'JONES 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0860'
 FJ0860'JONES NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0860'
 FJ0860'USGS BM 1955 TT 1 EV, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0860'
 FJ0860'JONES 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1054 ***********************************************************************
 EL1054  CBN         -  This is a Cooperative Base Network Control Station.
 EL1054  DESIGNATION -  JOY
 EL1054  PID         -  EL1054
 EL1054  STATE/COUNTY-  OK/MURRAY
 EL1054  COUNTRY     -  US
 EL1054  USGS QUAD   -  JOY (2018)
 EL1054
 EL1054                         *CURRENT SURVEY CONTROL
 EL1054  ______________________________________________________________________
 EL1054* NAD 83(2011) POSITION- 34 34 01.51376(N) 097 08 07.86496(W)   ADJUSTED
 EL1054* NAD 83(2011) ELLIP HT-   239.644 (meters)        (06/27/12)   ADJUSTED
 EL1054* NAD 83(2011) EPOCH   -  2010.00
 EL1054* NAVD 88 ORTHO HEIGHT -   265.0   (meters)      869.    (feet) GPS OBS
 EL1054  ______________________________________________________________________
 EL1054  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EL1054  GEOID HEIGHT    -        -25.243 (meters)                     GEOID96
 EL1054  GEOID HEIGHT    -        -25.314 (meters)                     GEOID18
 EL1054  NAD 83(2011) X  -   -653,133.625 (meters)                     COMP
 EL1054  NAD 83(2011) Y  - -5,217,299.095 (meters)                     COMP
 EL1054  NAD 83(2011) Z  -  3,598,558.681 (meters)                     COMP
 EL1054  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 EL1054
 EL1054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1054  Standards:
 EL1054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1054  -------------------------------------------------------------------
 EL1054  NETWORK    1.58   3.39           0.69   0.60   1.73      0.01917195
 EL1054  -------------------------------------------------------------------
 EL1054  Click here for local accuracies and other accuracy information.
 EL1054
 EL1054.The horizontal coordinates were established by GPS observations
 EL1054.and adjusted by the National Geodetic Survey in June 2012.
 EL1054
 EL1054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1054.been affixed to the stable North American tectonic plate. See 
 EL1054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1054
 EL1054.The horizontal coordinates are valid at the epoch date displayed above
 EL1054.which is a decimal equivalence of Year/Month/Day.
 EL1054
 EL1054.The orthometric height was determined by GPS observations and a
 EL1054.high-resolution geoid model.
 EL1054
 EL1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1054.GEOID18 height accuracy estimate available here.
 EL1054
 EL1054.Click photographs - Photos may exist for this station.
 EL1054
 EL1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1054
 EL1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1054
 EL1054.The ellipsoidal height was determined by GPS observations
 EL1054.and is referenced to NAD 83.
 EL1054
 EL1054. The following values were computed from the NAD 83(2011) position.
 EL1054
 EL1054;                    North         East     Units Scale Factor Converg.
 EL1054;SPC OK S     -   137,191.671   679,324.305   MT  0.99993599   +0 29 26.5
 EL1054;SPC OK S     -   450,103.01  2,228,749.82   sFT  0.99993599   +0 29 26.5
 EL1054;UTM  14      - 3,826,615.668   671,039.105   MT  0.99996059   +1 03 29.2
 EL1054
 EL1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1054!SPC OK S     -   0.99996238  x   0.99993599  =   0.99989838
 EL1054!UTM  14      -   0.99996238  x   0.99996059  =   0.99992297
 EL1054
 EL1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7103926615(NAD 83)
 EL1054
 EL1054                          SUPERSEDED SURVEY CONTROL
 EL1054
 EL1054  NAD 83(2007)-  34 34 01.51375(N)    097 08 07.86557(W) AD(2002.00) 0
 EL1054  ELLIP H (02/10/07)  239.659  (m)                       GP(2002.00)    
 EL1054  ELLIP H (04/16/01)  239.673  (m)                       GP(       ) 4 2
 EL1054  NAD 83(1993)-  34 34 01.51330(N)    097 08 07.86557(W) AD(       ) B
 EL1054  ELLIP H (05/09/94)  239.727  (m)                       GP(       ) 4 2
 EL1054  NAVD 88 (01/13/95)  265.0    (m)  UNKNOWN  model used  GPS OBS        
 EL1054  NAVD 88 (05/09/94)  264.9    (m)  GEOID93  model used  GPS OBS        
 EL1054
 EL1054.Superseded values are not recommended for survey control.
 EL1054
 EL1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1054.See file dsdata.pdf to determine how the superseded data were derived.
 EL1054
 EL1054_MARKER: I = METAL ROD
 EL1054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1054_STAMPING: JOY 1993
 EL1054_MARK LOGO: NGS
 EL1054_PROJECTION: RECESSED 1 CENTIMETERS
 EL1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1054+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002
 EL1054_ROD/PIPE-DEPTH: 13.4 meters
 EL1054_SLEEVE-DEPTH  : 0.9 meters
 EL1054
 EL1054  HISTORY     - Date     Condition        Report By
 EL1054  HISTORY     - 1993     MONUMENTED       NGS
 EL1054  HISTORY     - 20021025 GOOD             JCLS
 EL1054
 EL1054                          STATION DESCRIPTION
 EL1054
 EL1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EL1054'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH OF DAVIS, 3 KM
 EL1054'(1.85 MI) SOUTH-SOUTHEAST OF JOY, ALONG US HIGHWAY 77, ON THE
 EL1054'RIGHT-OF-WAY, ON THE OUTSIDE OF A GENTLE CURVE, AT THE TOP OF A RISE,
 EL1054'ADJACENT TO A PASTURE, IN THE SOUTHWEST 1/4 OF SECTION 7, T 1 N, R 2
 EL1054'E. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EL1054'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 EL1054'AND STATE HIGHWAY 7 (EXIT 55), ABOUT 4 KM (2.50 MI) WEST OF DAVIS, GO
 EL1054'EAST ON HIGHWAY 7 FOR 4.44 KM (2.75 MI) TO ITS JUNCTION WITH US
 EL1054'HIGHWAY 77 SOUTH ON THE RIGHT.  CONTINUE AHEAD ON HIGHWAYS 7 AND 77
 EL1054'FOR 0.69 KM (0.40 MI) TO HIGHWAY 77 NORTH ON THE LEFT.  TURN LEFT,
 EL1054'NORTH, ON HIGHWAY 77 FOR 7.30 KM (4.55 MI) TO A NARROW PAVED
 EL1054'CROSSROAD.  CONTINUE AHEAD FOR 0.29 KM (0.20 MI) TO THE STATION ON
 EL1054'THE RIGHT AT TOP OF RISE.
 EL1054'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EL1054'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 EL1054'LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 19.1 M
 EL1054'(62.7 FT) EAST OF, AND 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CENTER,
 EL1054'1.1 M (3.6 FT) WEST OF A FIBERGLASS WITNESS POST IN THE PASTURE
 EL1054'FENCE, 1.1 M (3.6 FT) SOUTH OF A METAL WITNESS POST, 1.2 M (3.9 FT)
 EL1054'NORTH OF A METAL WITNESS POST, 26.9 M (88.3 FT) SOUTH OF A PIPE FENCE
 EL1054'POST, 16.2 M (53.1 FT) NORTH OF A PIPE FENCE POST, AND 37.5 M
 EL1054'(123.0 FT) EAST OF A UTILITY POLE ACROSS THE HIGHWAY.
 EL1054
 EL1054                          STATION RECOVERY (2002)
 EL1054
 EL1054'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EL1054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0917 ***********************************************************************
 FJ0917  DESIGNATION -  JUMPER
 FJ0917  PID         -  FJ0917
 FJ0917  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0917  COUNTRY     -  US
 FJ0917  USGS QUAD   -  TRIBBEY (2018)
 FJ0917
 FJ0917                         *CURRENT SURVEY CONTROL
 FJ0917  ______________________________________________________________________
 FJ0917* NAD 83(1993) POSITION- 35 00 52.10720(N) 097 06 11.26731(W)   ADJUSTED
 FJ0917* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ0917  ______________________________________________________________________
 FJ0917  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 FJ0917  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 FJ0917  HORZ ORDER      -  THIRD
 FJ0917
 FJ0917.The horizontal coordinates were established by classical geodetic methods
 FJ0917.and adjusted by the National Geodetic Survey in November 1994.
 FJ0917
 FJ0917.The orthometric height was scaled from a topographic map.
 FJ0917
 FJ0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0917.GEOID18 height accuracy estimate available here.
 FJ0917
 FJ0917.Click photographs - Photos may exist for this station.
 FJ0917
 FJ0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0917
 FJ0917. The following values were computed from the NAD 83(1993) position.
 FJ0917
 FJ0917;                    North         East     Units Scale Factor Converg.
 FJ0917;SPC OK S     -   186,844.576   681,855.199   MT  0.99996406   +0 30 32.7
 FJ0917;SPC OK S     -   613,005.91  2,237,053.27   sFT  0.99996406   +0 30 32.7
 FJ0917;UTM  14      - 3,876,292.407   673,072.948   MT  0.99996918   +1 05 19.2
 FJ0917
 FJ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0917!SPC OK S     -   0.99994791  x   0.99996406  =   0.99991198
 FJ0917!UTM  14      -   0.99994791  x   0.99996918  =   0.99991710
 FJ0917
 FJ0917:                Primary Azimuth Mark                     Grid Az
 FJ0917:SPC OK S     -  JUMPER AZ MK                             085 34 55.8
 FJ0917:UTM  14      -  JUMPER AZ MK                             085 00 09.3
 FJ0917
 FJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7307276292(NAD 83)
 FJ0917
 FJ0917|---------------------------------------------------------------------|
 FJ0917| PID    Reference Object                     Distance      Geod. Az  |
 FJ0917|                                                           dddmmss.s |
 FJ0917| CL4620 JUMPER RM 1                           8.822 METERS 07930     |
 FJ0917| CL4619 JUMPER AZ MK                                       0860528.5 |
 FJ0917| FJ0916 JUMPER 2                             73.073 METERS 09923     |
 FJ0917| CL4621 JUMPER RM 2                           8.145 METERS 17943     |
 FJ0917| FJ0923 CENTRAL STATE HOSP NW TANK          APPROX.10.0 KM 2723806.1 |
 FJ0917|---------------------------------------------------------------------|
 FJ0917
 FJ0917                          SUPERSEDED SURVEY CONTROL
 FJ0917
 FJ0917  NAD 83(1986)-  35 00 52.11195(N)    097 06 11.25205(W) AD(       ) 3
 FJ0917  NAD 27      -  35 00 51.84191(N)    097 06 10.17246(W) AD(       ) 3
 FJ0917
 FJ0917.Superseded values are not recommended for survey control.
 FJ0917
 FJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0917.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0917
 FJ0917_MARKER: DS = TRIANGULATION STATION DISK
 FJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0917_STAMPING: JUMPER 1957
 FJ0917_MARK LOGO: CGS
 FJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0917+STABILITY: SURFACE MOTION
 FJ0917
 FJ0917  HISTORY     - Date     Condition        Report By
 FJ0917  HISTORY     - 1957     MONUMENTED       CGS
 FJ0917  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FJ0917
 FJ0917                          STATION DESCRIPTION
 FJ0917
 FJ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0917'STATION IS ABOUT 5 MILES NORTHWEST OF WANETTE, 2-1/4 MILES EAST
 FJ0917'OF THE POTTAWATOMIE-CLEVELAND COUNTY LINE, ON THE NORTH EDGE OF
 FJ0917'THE NORTHWEST QUARTER OF SECTION 9, T. 6 N., R. 2 E., ON LAND
 FJ0917'OWNED BY MR. CLIFFORD BURTON OF STILLWATER, OKLAHOMA AND ON
 FJ0917'THE NORTH EDGE OF A LARGE PASTURE.
 FJ0917'
 FJ0917'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 102, ABOUT 1.5
 FJ0917'MILES NORTH OF WANETTE, BY GOING WEST ON HIGHWAY 39 FOR 3.8 MILES
 FJ0917'TO CROSSROADS, CONTINUE WESTERLY ON HIGHWAY 39 FOR 0.5 MILE TO
 FJ0917'AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY FOR 0.3 MILE TO
 FJ0917'STATION ON THE LEFT.
 FJ0917'
 FJ0917'STATION MARKS ARE STANDARD DISKS, STAMPED JUMPER 1957.  THE
 FJ0917'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ0917'PROJECTING 4 INCHES.  IT IS 59 FEET SOUTH OF THE CENTER OF STATE
 FJ0917'HIGHWAY 39, 5 FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE, 27 FEET
 FJ0917'NORTH OF A FENCE CORNER, WHICH IS THE SOUTHWEST CORNER OF A SMALL
 FJ0917'GARDEN PLOT, 9 FEET SOUTHWEST OF A BLAZE ON THE NORTH SIDE OF A
 FJ0917'POWERLINE POLE AND 5 FEET WEST OF THE GARDEN FENCE.  A 4 IN X 4
 FJ0917'IN WHITE WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.  THE
 FJ0917'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 24
 FJ0917'INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0917'
 FJ0917'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUMPER NO 1 1957,
 FJ0917'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 FJ0917'INCHES.  IT IS 1 FOOT SOUTH OF THE ROAD RIGHT-OF-WAY FENCE,
 FJ0917'42 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE GARDEN, 22
 FJ0917'FEET EAST OF THE BLAZE ON THE POWERLINE POLE AND 54 FEET SOUTH
 FJ0917'OF THE CENTER OF HIGHWAY 99.
 FJ0917'
 FJ0917'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JUMPER NO 2 1957,
 FJ0917'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0917'4 INCHES.  IT IS 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE
 FJ0917'GARDEN, 71 FEET SOUTH OF THE CENTER OF HIGHWAY 39, 33 FEET
 FJ0917'SOUTH OF THE BLAZE ON THE POWERLINE POLE AND 32 FEET SOUTH OF
 FJ0917'THE RIGHT-OF-WAY FENCE.
 FJ0917'
 FJ0917'AZIMUTH MARK IS A STANDARD DISK, STAMPED JUMPER 1957, SET IN THE
 FJ0917'TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 FJ0917'IT IS 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE, 48 FEET
 FJ0917'NORTH OF THE CENTER OF STATE HIGHWAY 38, 75 FEET WEST OF A FENCE
 FJ0917'CORNER, 105 FEET WEST OF THE ALIGNMENT OF THE WEST SIDE OF A
 FJ0917'HOUSE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT
 FJ0917'SOUTHEAST OF THE MARK.
 FJ0917
 FJ0917                          STATION RECOVERY (1957)
 FJ0917
 FJ0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0917'SURFACE STATION MARK AND BOTH REFERENCE MARKS NO. 1 AND NO. 2
 FJ0917'WERE REMOVED DUE TO REQUEST OF PROPERTY OWNER.  UNDERGROUND
 FJ0917'STATION MARK WAS LEFT INTACT.  A NEW STATION JUMPER 2 WAS
 FJ0917'ESTABLISHED IN THE CLOSE VICINITY AND A CONNECTION MADE TO
 FJ0917'STATION JUMPER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0916 ***********************************************************************
 FJ0916  DESIGNATION -  JUMPER 2
 FJ0916  PID         -  FJ0916
 FJ0916  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0916  COUNTRY     -  US
 FJ0916  USGS QUAD   -  TRIBBEY (2018)
 FJ0916
 FJ0916                         *CURRENT SURVEY CONTROL
 FJ0916  ______________________________________________________________________
 FJ0916* NAD 83(1993) POSITION- 35 00 51.72062(N) 097 06 08.42368(W)   ADJUSTED
 FJ0916* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 FJ0916  ______________________________________________________________________
 FJ0916  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 FJ0916  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 FJ0916  HORZ ORDER      -  SECOND
 FJ0916
 FJ0916.The horizontal coordinates were established by classical geodetic methods
 FJ0916.and adjusted by the National Geodetic Survey in November 1994.
 FJ0916
 FJ0916.The orthometric height was scaled from a topographic map.
 FJ0916
 FJ0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0916.GEOID18 height accuracy estimate available here.
 FJ0916
 FJ0916.Click photographs - Photos may exist for this station.
 FJ0916
 FJ0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0916
 FJ0916. The following values were computed from the NAD 83(1993) position.
 FJ0916
 FJ0916;                    North         East     Units Scale Factor Converg.
 FJ0916;SPC OK S     -   186,833.305   681,927.395   MT  0.99996405   +0 30 34.3
 FJ0916;SPC OK S     -   612,968.93  2,237,290.13   sFT  0.99996405   +0 30 34.3
 FJ0916;UTM  14      - 3,876,281.867   673,145.255   MT  0.99996949   +1 05 20.8
 FJ0916
 FJ0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0916!SPC OK S     -   0.99994854  x   0.99996405  =   0.99991259
 FJ0916!UTM  14      -   0.99994854  x   0.99996949  =   0.99991803
 FJ0916
 FJ0916:                Primary Azimuth Mark                     Grid Az
 FJ0916:SPC OK S     -  JUMPER AZ MK                             083 31 05.3
 FJ0916:UTM  14      -  JUMPER AZ MK                             082 56 18.8
 FJ0916
 FJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7314576281(NAD 83)
 FJ0916
 FJ0916|---------------------------------------------------------------------|
 FJ0916| PID    Reference Object                     Distance      Geod. Az  |
 FJ0916|                                                           dddmmss.s |
 FJ0916| CL4622 JUMPER 2 RM 3                        32.571 METERS 06313     |
 FJ0916| CL4619 JUMPER AZ MK                                       0840139.6 |
 FJ0916| CL4623 JUMPER 2 RM 4                         7.198 METERS 17835     |
 FJ0916| FJ0917 JUMPER                               73.073 METERS 27923     |
 FJ0916|---------------------------------------------------------------------|
 FJ0916
 FJ0916                          SUPERSEDED SURVEY CONTROL
 FJ0916
 FJ0916  NAD 83(1986)-  35 00 51.72537(N)    097 06 08.40843(W) AD(       ) 2
 FJ0916  NAD 27      -  35 00 51.45529(N)    097 06 07.32892(W) AD(       ) 2
 FJ0916
 FJ0916.Superseded values are not recommended for survey control.
 FJ0916
 FJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0916.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0916
 FJ0916_MARKER: DS = TRIANGULATION STATION DISK
 FJ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0916_STAMPING: JUMPER 2 1957
 FJ0916_MARK LOGO: CGS
 FJ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0916+STABILITY: SURFACE MOTION
 FJ0916
 FJ0916  HISTORY     - Date     Condition        Report By
 FJ0916  HISTORY     - 1957     MONUMENTED       CGS
 FJ0916
 FJ0916                          STATION DESCRIPTION
 FJ0916
 FJ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0916'THE STATION IS ABOUT 5 MILES NORTHWEST OF WANETTE, 2-1/4 MILES
 FJ0916'EAST OF THE POTTAWATOMIE-CLEVELAND COUNTY LINE, ON THE NORTH
 FJ0916'EDGE OF THE NORTHWEST 1/4 OF SECTION 9, T 6 N, R 2 E AND ON
 FJ0916'THE PROPERTY OF MR. CLIFFORD BURTON OF STILLWATER, OKLAHOMA
 FJ0916'AND IN THE NORTH EDGE OF A LARGE PASTURE.
 FJ0916'
 FJ0916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 FJ0916'AND 102, ABOUT 1-1/2 MILES NORTH OF WANETTE, GO WEST ON
 FJ0916'HIGHWAY 39 FOR 3.8 MILES TO A CROSSROADS, CONTINUE WESTERLY ON
 FJ0916'THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FJ0916'CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE LEFT.
 FJ0916'
 FJ0916'THE STATION MARKS ARE STANDARD DISKS, STAMPED JUMPER 2 1957.
 FJ0916'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND, CONCRETE
 FJ0916'POST PROJECTING 4 INCHES.  IT IS 101 FEET SOUTH OF THE CENTER
 FJ0916'OF HIGHWAY 39, 46 FEET SOUTH OF A T-FENCE CORNER AND 2 FEET WEST
 FJ0916'OF A FENCE.  A WHITE POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 FJ0916'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0916'30 INCHES BELOW THE GROUND SURFACE.
 FJ0916'
 FJ0916'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JUMPER 2 NO 3 1957,
 FJ0916'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 7
 FJ0916'INCHES.  IT IS 93 FEET EAST OF THE T-FENCE CORNER, 71 FEET WEST
 FJ0916'OF A TELEPHONE POLE AND 54 FEET SOUTH OF THE CENTER OF THE
 FJ0916'HIGHWAY, AND 1 FOOT NORTH OF A FENCE.
 FJ0916'
 FJ0916'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED JUMPER 2 NO 4 1957,
 FJ0916'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0916'6 INCHES.  IT IS 6 INCHES WEST OF A FENCE.
 FJ0916'
 FJ0916'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JUMPER 1957, SET
 FJ0916'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 4
 FJ0916'INCHES.  IT IS 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE, 48 FEET
 FJ0916'NORTH OF THE CENTER OF HIGHWAY 39, 75 FEET WEST OF A FENCE
 FJ0916'CORNER AND 105 FEET WEST OF THE ALIGNMENT OF THE WEST SIDE OF
 FJ0916'A HOUSE.  A WHITE POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0532 ***********************************************************************
 EL0532  DESIGNATION -  K
 EL0532  PID         -  EL0532
 EL0532  STATE/COUNTY-  OK/STEPHENS
 EL0532  COUNTRY     -  US
 EL0532  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0532
 EL0532                         *CURRENT SURVEY CONTROL
 EL0532  ______________________________________________________________________
 EL0532* NAD 83(1986) POSITION- 34 36 25.     (N) 097 57 10.     (W)   SCALED
 EL0532* NAVD 88 ORTHO HEIGHT -   395.772 (meters)     1298.46  (feet) POSTED
 EL0532  ______________________________________________________________________
 EL0532  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 EL0532  DYNAMIC HEIGHT  -        395.36  (meters)     1297.1   (feet) COMP
 EL0532  MODELED GRAVITY -    979,577.4   (mgal)                       NAVD 88
 EL0532
 EL0532  VERT ORDER      -  * POSTED, SEE BELOW
 EL0532
 EL0532.The horizontal coordinates were scaled from a map and have
 EL0532.an estimated accuracy of +/- 6 seconds.
 EL0532
 EL0532.The orthometric height was determined by differential leveling
 EL0532.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EL0532
 EL0532.* This is a POSTED BENCH MARK height.
 EL0532
 EL0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0532.GEOID18 height accuracy estimate available here.
 EL0532
 EL0532.Click photographs - Photos may exist for this station.
 EL0532
 EL0532.The dynamic height is computed by dividing the NAVD 88
 EL0532.geopotential number by the normal gravity value computed on the
 EL0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0532.degrees latitude (g = 980.6199 gals.).
 EL0532
 EL0532.The modeled gravity was interpolated from observed gravity values.
 EL0532
 EL0532;                    North         East    Units  Estimated Accuracy
 EL0532;SPC OK S     -   141,270.      604,330.      MT  (+/- 180 meters Scaled)
 EL0532
 EL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND960299(NAD 83)
 EL0532
 EL0532                          SUPERSEDED SURVEY CONTROL
 EL0532
 EL0532  NGVD 29 (??/??/92)  395.654  (m)         1298.07   (f) ADJ UNCH    1 2
 EL0532
 EL0532.Superseded values are not recommended for survey control.
 EL0532
 EL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0532.See file dsdata.pdf to determine how the superseded data were derived.
 EL0532
 EL0532_MARKER: X = CHISELED CROSS
 EL0532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0532_SP_SET: CULVERT HEADWALL
 EL0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0532+STABILITY: SURFACE MOTION
 EL0532
 EL0532  HISTORY     - Date     Condition        Report By
 EL0532  HISTORY     - 1902     MONUMENTED       CGS
 EL0532  HISTORY     - 1934     GOOD             CGS
 EL0532  HISTORY     - 1963     MARK NOT FOUND   CGS
 EL0532
 EL0532                          STATION DESCRIPTION
 EL0532
 EL0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0532'2.5 MI S FROM MARLOW.
 EL0532'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0532'RAILROAD FROM THE STATION AT MARLOW, STEPHENS COUNTY, 1/2 POLE
 EL0532'SOUTH OF MILEPOST 468, AT A 2-1/2-FOOT IRON-PIPE CULVERT, ON THE
 EL0532'EAST END OF THE CULVERT, 20 FEET EAST OF THE EAST RAIL, AND
 EL0532'ABOUT 10 FEET LOWER THAN THE TRACK.  A CROSS ON THE HIGHEST
 EL0532'POINT OF THE EAST HEADWALL.  NOTE-- END OF CULVERT IS PITTED
 EL0532'WITH RUST DUE TO TIME AND WEATHER.
 EL0532
 EL0532                          STATION RECOVERY (1963)
 EL0532
 EL0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EL0532'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0505 ***********************************************************************
 FJ0505  DESIGNATION -  K 10
 FJ0505  PID         -  FJ0505
 FJ0505  STATE/COUNTY-  OK/OKLAHOMA
 FJ0505  COUNTRY     -  US
 FJ0505  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0505
 FJ0505                         *CURRENT SURVEY CONTROL
 FJ0505  ______________________________________________________________________
 FJ0505* NAD 83(1986) POSITION- 35 27 29.     (N) 097 30 46.     (W)   SCALED
 FJ0505* NAVD 88 ORTHO HEIGHT -   368.492 (meters)     1208.96  (feet) ADJUSTED
 FJ0505  ______________________________________________________________________
 FJ0505  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 FJ0505  DYNAMIC HEIGHT  -        368.140 (meters)     1207.81  (feet) COMP
 FJ0505  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 FJ0505
 FJ0505  VERT ORDER      -  FIRST     CLASS II
 FJ0505
 FJ0505.The horizontal coordinates were scaled from a map and have
 FJ0505.an estimated accuracy of +/- 6 seconds.
 FJ0505
 FJ0505.The orthometric height was determined by differential leveling and
 FJ0505.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0505.in August 1994.
 FJ0505
 FJ0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0505.GEOID18 height accuracy estimate available here.
 FJ0505
 FJ0505.Click photographs - Photos may exist for this station.
 FJ0505
 FJ0505.The dynamic height is computed by dividing the NAVD 88
 FJ0505.geopotential number by the normal gravity value computed on the
 FJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0505.degrees latitude (g = 980.6199 gals.).
 FJ0505
 FJ0505.The modeled gravity was interpolated from observed gravity values.
 FJ0505
 FJ0505;                    North         East    Units  Estimated Accuracy
 FJ0505;SPC OK N     -    50,930.      644,230.      MT  (+/- 180 meters Scaled)
 FJ0505
 FJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE349248(NAD 83)
 FJ0505
 FJ0505                          SUPERSEDED SURVEY CONTROL
 FJ0505
 FJ0505  NAVD 88 (06/15/91)  368.567  (m)         1209.21   (f) SUPERSEDED  1 2
 FJ0505  NGVD 29 (??/??/92)  368.444  (m)         1208.80   (f) ADJ UNCH    1 2
 FJ0505
 FJ0505.Superseded values are not recommended for survey control.
 FJ0505
 FJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0505.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0505
 FJ0505_MARKER: DB = BENCH MARK DISK
 FJ0505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0505_SP_SET: OVERPASS ABUTMENT
 FJ0505_STAMPING: K 10 1933 1208.803
 FJ0505_MARK LOGO: CGS
 FJ0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0505+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1994
 FJ0505
 FJ0505  HISTORY     - Date     Condition        Report By
 FJ0505  HISTORY     - 1933     MONUMENTED       CGS
 FJ0505  HISTORY     - 1934     GOOD             CGS
 FJ0505  HISTORY     - 1984     GOOD             NGS
 FJ0505  HISTORY     - 1988     GOOD             USPSQD
 FJ0505  HISTORY     - 19940114 GOOD             NGS
 FJ0505  HISTORY     - 19940126 GOOD             NGS
 FJ0505  HISTORY     - 20090318 MARK NOT FOUND   INDIV
 FJ0505
 FJ0505                          STATION DESCRIPTION
 FJ0505
 FJ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0505'0.2 MI S FROM OKLAHOMA CITY.
 FJ0505'1/4 MILE SOUTH OF SANTA FE DEPOT, SET IN WEST RETAINING WALL OF
 FJ0505'ELEVATED SANTA FE TRACKS, 8 FT. NORTH OF NORTH SIDE OF CONCRETE
 FJ0505'VIADUCT OVER CHOCTAW ST. 1 FT. EAST OF WEST FACE OF WEST RETAINING
 FJ0505'WALL.
 FJ0505
 FJ0505                          STATION RECOVERY (1934)
 FJ0505
 FJ0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0505'RECOVERED IN GOOD CONDITION.
 FJ0505
 FJ0505                          STATION RECOVERY (1984)
 FJ0505
 FJ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0505'RECOVERED IN GOOD CONDITION.  NOTE, ADD 0.8 KM (0.5 MI) SOUTH OF THE
 FJ0505'SANTA FE RAILWAY STATION, DELETE 1/4 MILE SOUTH OF THE RAILWAY
 FJ0505'STATION, ADD, ON THE NORTH SIDE OF THE CONCRETE VIADUCT OVER SOUTHWEST
 FJ0505'7TH STREET, DELETE, CHOCTAW STREET.
 FJ0505
 FJ0505                          STATION RECOVERY (1988)
 FJ0505
 FJ0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0505'RECOVERED IN GOOD CONDITION.
 FJ0505
 FJ0505                          STATION RECOVERY (1994)
 FJ0505
 FJ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0505'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FJ0505'SOUTHWEST 7TH STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST
 FJ0505'END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 FJ0505'STREET, 9.6 M (31.5 FT) NORTH OF THE STREET CENTER, 6.8 M (22.3 FT)
 FJ0505'WEST OF THE NEAR RAIL, 5.9 M (19.4 FT) ABOVE THE LEVEL OF THE STREET,
 FJ0505'1.0 M (3.3 FT) NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND 0.8 M
 FJ0505'(2.6 FT) BELOW THE LEVEL OF THE TRACKS.
 FJ0505
 FJ0505                          STATION RECOVERY (1994)
 FJ0505
 FJ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0505'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FJ0505'SOUTHWEST 7TH STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST
 FJ0505'END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 FJ0505'STREET, 9.6 M (31.5 FT) NORTH OF THE STREET CENTER, 6.8 M (22.3 FT)
 FJ0505'WEST OF THE NEAR RAIL, 5.9 M (19.4 FT) ABOVE THE LEVEL OF THE STREET,
 FJ0505'1.0 M (3.3 FT) NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND 0.8 M
 FJ0505'(2.6 FT) BELOW THE LEVEL OF THE TRACKS.
 FJ0505
 FJ0505                          STATION RECOVERY (2009)
 FJ0505
 FJ0505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ0505'THE TEMPORARY TRACK ALIGNMENT OVER 7TH ST HAS BURIED THIS ONE UNDER
 FJ0505'SEVERAL FEET OF FILL DIRT AND ROCK. IT MAY REAPPEAR ONCE THEY PUT THE
 FJ0505'TRAINS BACK ON THE OLD OVERPASS AND CLEAN UP THIS TEMPORARY BERM, BUT
 FJ0505'FOR RIGHT NOW IT'S NOT ACCESSIBLE. BRYAN HULL, E.D. HILL SURVEYING AND
 FJ0505'ENGINEERING, OKC, OK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0502 ***********************************************************************
 EK0502  DESIGNATION -  K 100
 EK0502  PID         -  EK0502
 EK0502  STATE/COUNTY-  OK/PUSHMATAHA
 EK0502  COUNTRY     -  US
 EK0502  USGS QUAD   -  RATTAN (2019)
 EK0502
 EK0502                         *CURRENT SURVEY CONTROL
 EK0502  ______________________________________________________________________
 EK0502* NAD 83(1986) POSITION- 34 12 01.73   (N) 095 29 13.78   (W)   HD_HELD1
 EK0502* NAVD 88 ORTHO HEIGHT -   135.231 (meters)      443.67  (feet) ADJUSTED
 EK0502  ______________________________________________________________________
 EK0502  GEOID HEIGHT    -        -30.217 (meters)                     GEOID18
 EK0502  DYNAMIC HEIGHT  -        135.083 (meters)      443.18  (feet) COMP
 EK0502  MODELED GRAVITY -    979,542.8   (mgal)                       NAVD 88
 EK0502
 EK0502  VERT ORDER      -  SECOND    CLASS 0
 EK0502
 EK0502.The horizontal coordinates were determined by differentially corrected
 EK0502.hand held GPS observations or other comparable positioning techniques
 EK0502.and have an estimated accuracy of +/- 3 meters.
 EK0502
 EK0502.The orthometric height was determined by differential leveling and
 EK0502.adjusted by the NATIONAL GEODETIC SURVEY
 EK0502.in June 1991.
 EK0502
 EK0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0502.GEOID18 height accuracy estimate available here.
 EK0502
 EK0502.Click photographs - Photos may exist for this station.
 EK0502
 EK0502.The dynamic height is computed by dividing the NAVD 88
 EK0502.geopotential number by the normal gravity value computed on the
 EK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0502.degrees latitude (g = 980.6199 gals.).
 EK0502
 EK0502.The modeled gravity was interpolated from observed gravity values.
 EK0502
 EK0502;                    North         East    Units  Estimated Accuracy
 EK0502;SPC OK S     -    99,069.3     831,567.7     MT  (+/- 3 meters HH1 GPS) 
 EK0502
 EK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7083087182(NAD 83)
 EK0502
 EK0502                          SUPERSEDED SURVEY CONTROL
 EK0502
 EK0502  NGVD 29 (??/??/92)  135.151  (m)          443.41   (f) ADJ UNCH    2 0
 EK0502
 EK0502.Superseded values are not recommended for survey control.
 EK0502
 EK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0502.See file dsdata.pdf to determine how the superseded data were derived.
 EK0502
 EK0502_MARKER: DB = BENCH MARK DISK
 EK0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0502_SP_SET: BRIDGE ABUTMENT
 EK0502_STAMPING: K 100 1960
 EK0502_MARK LOGO: CGS
 EK0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0502
 EK0502  HISTORY     - Date     Condition        Report By
 EK0502  HISTORY     - 1960     MONUMENTED       CGS
 EK0502
 EK0502                          STATION DESCRIPTION
 EK0502
 EK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0502'4.2 MI W FROM RATTAN.
 EK0502'ABOUT 4.25 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE
 EK0502'POST OFFICE AT RATTAN, IN SECTION 14, R 17 E, T 4 S, SET IN
 EK0502'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A BRIDGE OVER
 EK0502'KIAMICHI RIVER, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EK0502'AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0476 ***********************************************************************
 EK0476  DESIGNATION -  K 101
 EK0476  PID         -  EK0476
 EK0476  STATE/COUNTY-  OK/PUSHMATAHA
 EK0476  COUNTRY     -  US
 EK0476  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0476
 EK0476                         *CURRENT SURVEY CONTROL
 EK0476  ______________________________________________________________________
 EK0476* NAD 83(1986) POSITION- 34 19 36.     (N) 095 10 24.     (W)   SCALED
 EK0476* NAVD 88 ORTHO HEIGHT -   176.345 (meters)      578.56  (feet) ADJUSTED
 EK0476  ______________________________________________________________________
 EK0476  GEOID HEIGHT    -        -30.896 (meters)                     GEOID18
 EK0476  DYNAMIC HEIGHT  -        176.151 (meters)      577.92  (feet) COMP
 EK0476  MODELED GRAVITY -    979,534.2   (mgal)                       NAVD 88
 EK0476
 EK0476  VERT ORDER      -  SECOND    CLASS 0
 EK0476
 EK0476.The horizontal coordinates were scaled from a map and have
 EK0476.an estimated accuracy of +/- 6 seconds.
 EK0476
 EK0476.The orthometric height was determined by differential leveling and
 EK0476.adjusted by the NATIONAL GEODETIC SURVEY
 EK0476.in June 1991.
 EK0476
 EK0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0476.GEOID18 height accuracy estimate available here.
 EK0476
 EK0476.Click photographs - Photos may exist for this station.
 EK0476
 EK0476.The dynamic height is computed by dividing the NAVD 88
 EK0476.geopotential number by the normal gravity value computed on the
 EK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0476.degrees latitude (g = 980.6199 gals.).
 EK0476
 EK0476.The modeled gravity was interpolated from observed gravity values.
 EK0476
 EK0476;                    North         East    Units  Estimated Accuracy
 EK0476;SPC OK S     -   113,830.      860,090.      MT  (+/- 180 meters Scaled)
 EK0476
 EK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU000005(NAD 83)
 EK0476
 EK0476                          SUPERSEDED SURVEY CONTROL
 EK0476
 EK0476  NGVD 29 (??/??/92)  176.272  (m)          578.32   (f) ADJ UNCH    2 0
 EK0476
 EK0476.Superseded values are not recommended for survey control.
 EK0476
 EK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0476.See file dsdata.pdf to determine how the superseded data were derived.
 EK0476
 EK0476_MARKER: DB = BENCH MARK DISK
 EK0476_SETTING: 80 = SET IN A BOULDER
 EK0476_STAMPING: K 101 1960
 EK0476_MARK LOGO: CGS
 EK0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0476+STABILITY: SURFACE MOTION
 EK0476
 EK0476  HISTORY     - Date     Condition        Report By
 EK0476  HISTORY     - 1960     MONUMENTED       CGS
 EK0476
 EK0476                          STATION DESCRIPTION
 EK0476
 EK0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0476'6.7 MI NE FROM CLOUDY.
 EK0476'ABOUT 6.7 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0476'OFFICE AT CLOUDY, AT THE Y JUNCTION OF A ROAD LEADING SOUTHWEST,
 EK0476'IN SECTION 2, R 20 E, T 3 S, SET IN THE TOP OF A BOULDER, 24
 EK0476'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 25 FEET NORTHWEST
 EK0476'OF THE CENTER LINE OF THE Y ROAD LEADING SOUTHWEST, AND ABOUT
 EK0476'3 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0272 ***********************************************************************
 GK0272  DESIGNATION -  K 103
 GK0272  PID         -  GK0272
 GK0272  STATE/COUNTY-  OK/TEXAS
 GK0272  COUNTRY     -  US
 GK0272  USGS QUAD   -  GUYMON (2018)
 GK0272
 GK0272                         *CURRENT SURVEY CONTROL
 GK0272  ______________________________________________________________________
 GK0272* NAD 83(1986) POSITION- 36 40 29.     (N) 101 27 25.     (W)   SCALED
 GK0272* NAVD 88 ORTHO HEIGHT -   947.028 (meters)     3107.04  (feet) ADJUSTED
 GK0272  ______________________________________________________________________
 GK0272  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 GK0272  DYNAMIC HEIGHT  -        946.050 (meters)     3103.83  (feet) COMP
 GK0272  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 GK0272
 GK0272  VERT ORDER      -  SECOND    CLASS 0
 GK0272
 GK0272.The horizontal coordinates were scaled from a map and have
 GK0272.an estimated accuracy of +/- 6 seconds.
 GK0272
 GK0272.The orthometric height was determined by differential leveling and
 GK0272.adjusted by the NATIONAL GEODETIC SURVEY
 GK0272.in June 1991.
 GK0272
 GK0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0272.GEOID18 height accuracy estimate available here.
 GK0272
 GK0272.Click photographs - Photos may exist for this station.
 GK0272
 GK0272.The dynamic height is computed by dividing the NAVD 88
 GK0272.geopotential number by the normal gravity value computed on the
 GK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0272.degrees latitude (g = 980.6199 gals.).
 GK0272
 GK0272.The modeled gravity was interpolated from observed gravity values.
 GK0272
 GK0272;                    North         East    Units  Estimated Accuracy
 GK0272;SPC OK N     -   191,320.      291,060.      MT  (+/- 180 meters Scaled)
 GK0272
 GK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF804616(NAD 83)
 GK0272
 GK0272                          SUPERSEDED SURVEY CONTROL
 GK0272
 GK0272  NGVD 29 (??/??/92)  946.591  (m)         3105.61   (f) ADJ UNCH    2 0
 GK0272
 GK0272.Superseded values are not recommended for survey control.
 GK0272
 GK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0272.See file dsdata.pdf to determine how the superseded data were derived.
 GK0272
 GK0272_MARKER: DB = BENCH MARK DISK
 GK0272_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0272_SP_SET: CULVERT HEADWALL
 GK0272_STAMPING: K 103 1934
 GK0272_MARK LOGO: CGS
 GK0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0272+STABILITY: SURFACE MOTION
 GK0272
 GK0272  HISTORY     - Date     Condition        Report By
 GK0272  HISTORY     - 1934     MONUMENTED       CGS
 GK0272  HISTORY     - 1968     GOOD             CGS
 GK0272
 GK0272                          STATION DESCRIPTION
 GK0272
 GK0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0272'1.7 MI SE FROM GUYMON.
 GK0272'1.7 MILES SOUTHEAST OF TEXAS CO. COURTHOUSE.  30 FEET WEST OF CENTER
 GK0272'LINE OF SECTION LINE ROAD.  IN EAST END OF SOUTH HEADWALL OF STATE
 GK0272'HIGHWAY NO. 35, CONCRETE CULVERT.
 GK0272
 GK0272                          STATION RECOVERY (1968)
 GK0272
 GK0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GK0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0350 ***********************************************************************
 GJ0350  DESIGNATION -  K 104
 GJ0350  PID         -  GJ0350
 GJ0350  STATE/COUNTY-  OK/ELLIS
 GJ0350  COUNTRY     -  US
 GJ0350  USGS QUAD   -  ARNETT (2018)
 GJ0350
 GJ0350                         *CURRENT SURVEY CONTROL
 GJ0350  ______________________________________________________________________
 GJ0350* NAD 83(1986) POSITION- 36 08 04.51   (N) 099 46 07.94   (W)   HD_HELD1
 GJ0350* NAVD 88 ORTHO HEIGHT -   749.516 (meters)     2459.04  (feet) ADJUSTED
 GJ0350  ______________________________________________________________________
 GJ0350  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GJ0350  DYNAMIC HEIGHT  -        748.746 (meters)     2456.51  (feet) COMP
 GJ0350  MODELED GRAVITY -    979,580.6   (mgal)                       NAVD 88
 GJ0350
 GJ0350  VERT ORDER      -  FIRST     CLASS II
 GJ0350
 GJ0350.The horizontal coordinates were determined by differentially corrected
 GJ0350.hand held GPS observations or other comparable positioning techniques
 GJ0350.and have an estimated accuracy of +/- 3 meters.
 GJ0350
 GJ0350.The orthometric height was determined by differential leveling and
 GJ0350.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0350.in June 1991.
 GJ0350
 GJ0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0350.GEOID18 height accuracy estimate available here.
 GJ0350
 GJ0350.Click photographs - Photos may exist for this station.
 GJ0350
 GJ0350.The dynamic height is computed by dividing the NAVD 88
 GJ0350.geopotential number by the normal gravity value computed on the
 GJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0350.degrees latitude (g = 980.6199 gals.).
 GJ0350
 GJ0350.The modeled gravity was interpolated from observed gravity values.
 GJ0350
 GJ0350;                    North         East    Units  Estimated Accuracy
 GJ0350;SPC OK N     -   127,335.8     440,800.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0350
 GJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3082099149(NAD 83)
 GJ0350
 GJ0350                          SUPERSEDED SURVEY CONTROL
 GJ0350
 GJ0350  NGVD 29 (??/??/92)  749.205  (m)         2458.02   (f) ADJ UNCH    1 2
 GJ0350
 GJ0350.Superseded values are not recommended for survey control.
 GJ0350
 GJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0350.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0350
 GJ0350_MARKER: DB = BENCH MARK DISK
 GJ0350_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GJ0350_SP_SET: WATER TANK FOOTING
 GJ0350_STAMPING: K 104 1934
 GJ0350_MARK LOGO: CGS
 GJ0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0350+STABILITY: SURFACE MOTION
 GJ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GJ0350+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 GJ0350
 GJ0350  HISTORY     - Date     Condition        Report By
 GJ0350  HISTORY     - 1934     MONUMENTED       CGS
 GJ0350  HISTORY     - 19940207 GOOD             NGS
 GJ0350
 GJ0350                          STATION DESCRIPTION
 GJ0350
 GJ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0350'AT ARNETT.
 GJ0350'SET ON NORTHEAST CORNER OF NORTHEAST CONCRETE BASE OF ARNETT
 GJ0350'WATER TOWER.
 GJ0350
 GJ0350                          STATION RECOVERY (1994)
 GJ0350
 GJ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GJ0350'IN ARNETT, AT THE INTERSECTION OF U.S. HIGHWAY 60 AND JEFFERSON
 GJ0350'STREET, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH CORNER OF THE
 GJ0350'CONCRETE FOOTING FOR THE NORTHWEST LEG OF A WATER TANK, 29.6 M
 GJ0350'(97.1 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 21.3 M
 GJ0350'(69.9 FT) WEST OF THE STREET CENTER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0450 ***********************************************************************
 FK0450  DESIGNATION -  K 105
 FK0450  PID         -  FK0450
 FK0450  STATE/COUNTY-  OK/ROGER MILLS
 FK0450  COUNTRY     -  US
 FK0450  USGS QUAD   -  BERLIN (2018)
 FK0450
 FK0450                         *CURRENT SURVEY CONTROL
 FK0450  ______________________________________________________________________
 FK0450* NAD 83(1986) POSITION- 35 29 14.     (N) 099 39 48.     (W)   SCALED
 FK0450* NAVD 88 ORTHO HEIGHT -   698.722 (meters)     2292.39  (feet) ADJUSTED
 FK0450  ______________________________________________________________________
 FK0450  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 FK0450  DYNAMIC HEIGHT  -        697.990 (meters)     2289.99  (feet) COMP
 FK0450  MODELED GRAVITY -    979,562.4   (mgal)                       NAVD 88
 FK0450
 FK0450  VERT ORDER      -  SECOND    CLASS 0
 FK0450
 FK0450.The horizontal coordinates were scaled from a map and have
 FK0450.an estimated accuracy of +/- 6 seconds.
 FK0450
 FK0450.The orthometric height was determined by differential leveling and
 FK0450.adjusted by the NATIONAL GEODETIC SURVEY
 FK0450.in June 1991.
 FK0450
 FK0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0450.GEOID18 height accuracy estimate available here.
 FK0450
 FK0450.Click photographs - Photos may exist for this station.
 FK0450
 FK0450.The dynamic height is computed by dividing the NAVD 88
 FK0450.geopotential number by the normal gravity value computed on the
 FK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0450.degrees latitude (g = 980.6199 gals.).
 FK0450
 FK0450.The modeled gravity was interpolated from observed gravity values.
 FK0450
 FK0450;                    North         East    Units  Estimated Accuracy
 FK0450;SPC OK N     -    55,350.      449,070.      MT  (+/- 180 meters Scaled)
 FK0450
 FK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME398272(NAD 83)
 FK0450
 FK0450                          SUPERSEDED SURVEY CONTROL
 FK0450
 FK0450  NGVD 29 (??/??/92)  698.449  (m)         2291.49   (f) ADJ UNCH    2 0
 FK0450
 FK0450.Superseded values are not recommended for survey control.
 FK0450
 FK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0450.See file dsdata.pdf to determine how the superseded data were derived.
 FK0450
 FK0450_MARKER: DB = BENCH MARK DISK
 FK0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0450_STAMPING: K 105 1934
 FK0450_MARK LOGO: CGS
 FK0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0450+STABILITY: SURFACE MOTION
 FK0450
 FK0450  HISTORY     - Date     Condition        Report By
 FK0450  HISTORY     - 1934     MONUMENTED       CGS
 FK0450
 FK0450                          STATION DESCRIPTION
 FK0450
 FK0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0450'9.2 MI S FROM CHEYENNE.
 FK0450'9.2 MILES SOUTH OF P. AND SF RR STATION 50 FEET WEST OF CENTER
 FK0450'LINE OF U.S. HIGHWAY 283, AT NORTH END OF CURVE TO EAST, WHERE
 FK0450'SECTION LINE ROAD FORKS OFF OF HIGHWAY 283.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0368 ***********************************************************************
 GJ0368  DESIGNATION -  K 106
 GJ0368  PID         -  GJ0368
 GJ0368  STATE/COUNTY-  OK/HARPER
 GJ0368  COUNTRY     -  US
 GJ0368  USGS QUAD   -  MAY EAST (2018)
 GJ0368
 GJ0368                         *CURRENT SURVEY CONTROL
 GJ0368  ______________________________________________________________________
 GJ0368* NAD 83(1986) POSITION- 36 36 19.     (N) 099 42 59.     (W)   SCALED
 GJ0368* NAVD 88 ORTHO HEIGHT -   626.827 (meters)     2056.51  (feet) ADJUSTED
 GJ0368  ______________________________________________________________________
 GJ0368  GEOID HEIGHT    -        -28.054 (meters)                     GEOID18
 GJ0368  DYNAMIC HEIGHT  -        626.226 (meters)     2054.54  (feet) COMP
 GJ0368  MODELED GRAVITY -    979,652.0   (mgal)                       NAVD 88
 GJ0368
 GJ0368  VERT ORDER      -  SECOND    CLASS 0
 GJ0368
 GJ0368.The horizontal coordinates were scaled from a map and have
 GJ0368.an estimated accuracy of +/- 6 seconds.
 GJ0368
 GJ0368.The orthometric height was determined by differential leveling and
 GJ0368.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0368.in June 1991.
 GJ0368
 GJ0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0368.GEOID18 height accuracy estimate available here.
 GJ0368
 GJ0368.Click photographs - Photos may exist for this station.
 GJ0368
 GJ0368.The dynamic height is computed by dividing the NAVD 88
 GJ0368.geopotential number by the normal gravity value computed on the
 GJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0368.degrees latitude (g = 980.6199 gals.).
 GJ0368
 GJ0368.The modeled gravity was interpolated from observed gravity values.
 GJ0368
 GJ0368;                    North         East    Units  Estimated Accuracy
 GJ0368;SPC OK N     -   179,470.      446,450.      MT  (+/- 180 meters Scaled)
 GJ0368
 GJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF359513(NAD 83)
 GJ0368
 GJ0368                          SUPERSEDED SURVEY CONTROL
 GJ0368
 GJ0368  NGVD 29 (??/??/92)  626.548  (m)         2055.60   (f) ADJ UNCH    2 0
 GJ0368
 GJ0368.Superseded values are not recommended for survey control.
 GJ0368
 GJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0368.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0368
 GJ0368_MARKER: DB = BENCH MARK DISK
 GJ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0368_STAMPING: K 106 1934
 GJ0368_MARK LOGO: CGS
 GJ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0368+STABILITY: SURFACE MOTION
 GJ0368
 GJ0368  HISTORY     - Date     Condition        Report By
 GJ0368  HISTORY     - 1934     MONUMENTED       CGS
 GJ0368
 GJ0368                          STATION DESCRIPTION
 GJ0368
 GJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0368'2.2 MI E FROM MAY.
 GJ0368'115 FEET SOUTHWEST OF 15TH POST WEST OF MILEPOST 243, 65 FEET
 GJ0368'SOUTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0006 ***********************************************************************
 GK0006  DESIGNATION -  K 107
 GK0006  PID         -  GK0006
 GK0006  STATE/COUNTY-  OK/BEAVER
 GK0006  COUNTRY     -  US
 GK0006  USGS QUAD   -  MOCANE (2018)
 GK0006
 GK0006                         *CURRENT SURVEY CONTROL
 GK0006  ______________________________________________________________________
 GK0006* NAD 83(1986) POSITION- 36 53 50.     (N) 100 20 52.     (W)   SCALED
 GK0006* NAVD 88 ORTHO HEIGHT -   793.096 (meters)     2602.02  (feet) ADJUSTED
 GK0006  ______________________________________________________________________
 GK0006  GEOID HEIGHT    -        -27.289 (meters)                     GEOID18
 GK0006  DYNAMIC HEIGHT  -        792.335 (meters)     2599.52  (feet) COMP
 GK0006  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 GK0006
 GK0006  VERT ORDER      -  SECOND    CLASS 0
 GK0006
 GK0006.The horizontal coordinates were scaled from a map and have
 GK0006.an estimated accuracy of +/- 6 seconds.
 GK0006
 GK0006.The orthometric height was determined by differential leveling and
 GK0006.adjusted by the NATIONAL GEODETIC SURVEY
 GK0006.in June 1991.
 GK0006
 GK0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0006.GEOID18 height accuracy estimate available here.
 GK0006
 GK0006.Click photographs - Photos may exist for this station.
 GK0006
 GK0006.The dynamic height is computed by dividing the NAVD 88
 GK0006.geopotential number by the normal gravity value computed on the
 GK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0006.degrees latitude (g = 980.6199 gals.).
 GK0006
 GK0006.The modeled gravity was interpolated from observed gravity values.
 GK0006
 GK0006;                    North         East    Units  Estimated Accuracy
 GK0006;SPC OK N     -   213,040.      390,750.      MT  (+/- 180 meters Scaled)
 GK0006
 GK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF799843(NAD 83)
 GK0006
 GK0006                          SUPERSEDED SURVEY CONTROL
 GK0006
 GK0006  NGVD 29 (??/??/92)  792.757  (m)         2600.90   (f) ADJ UNCH    2 0
 GK0006
 GK0006.Superseded values are not recommended for survey control.
 GK0006
 GK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0006.See file dsdata.pdf to determine how the superseded data were derived.
 GK0006
 GK0006_MARKER: DB = BENCH MARK DISK
 GK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0006_STAMPING: K 107 1934
 GK0006_MARK LOGO: CGS
 GK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0006+STABILITY: SURFACE MOTION
 GK0006
 GK0006  HISTORY     - Date     Condition        Report By
 GK0006  HISTORY     - 1934     MONUMENTED       CGS
 GK0006
 GK0006                          STATION DESCRIPTION
 GK0006
 GK0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0006'12.6 MI E FROM FORGAN.
 GK0006'12.6 MILES EAST OF FORGAN M.K. AND T.RR. STATION 0.2 MILES WEST OF
 GK0006'MILE POLE 291.  65 FEET SOUTH OF NEAREST RAIL OF MISSOURI KANSAS AND
 GK0006'TEXAS RAILWAY TRACK, ON PROPERTY FENCE 1
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0170 ***********************************************************************
 GJ0170  DESIGNATION -  K 109
 GJ0170  PID         -  GJ0170
 GJ0170  STATE/COUNTY-  OK/WOODS
 GJ0170  COUNTRY     -  US
 GJ0170  USGS QUAD   -  WAYNOKA NW (2018)
 GJ0170
 GJ0170                         *CURRENT SURVEY CONTROL
 GJ0170  ______________________________________________________________________
 GJ0170* NAD 83(1986) POSITION- 36 41 45.     (N) 098 58 50.     (W)   SCALED
 GJ0170* NAVD 88 ORTHO HEIGHT -   476.735 (meters)     1564.09  (feet) ADJUSTED
 GJ0170  ______________________________________________________________________
 GJ0170  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 GJ0170  DYNAMIC HEIGHT  -        476.302 (meters)     1562.67  (feet) COMP
 GJ0170  MODELED GRAVITY -    979,708.6   (mgal)                       NAVD 88
 GJ0170
 GJ0170  VERT ORDER      -  SECOND    CLASS 0
 GJ0170
 GJ0170.The horizontal coordinates were scaled from a map and have
 GJ0170.an estimated accuracy of +/- 6 seconds.
 GJ0170
 GJ0170.The orthometric height was determined by differential leveling and
 GJ0170.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0170.in June 1991.
 GJ0170
 GJ0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0170.GEOID18 height accuracy estimate available here.
 GJ0170
 GJ0170.Click photographs - Photos may exist for this station.
 GJ0170
 GJ0170.The dynamic height is computed by dividing the NAVD 88
 GJ0170.geopotential number by the normal gravity value computed on the
 GJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0170.degrees latitude (g = 980.6199 gals.).
 GJ0170
 GJ0170.The modeled gravity was interpolated from observed gravity values.
 GJ0170
 GJ0170;                    North         East    Units  Estimated Accuracy
 GJ0170;SPC OK N     -   188,610.      512,380.      MT  (+/- 180 meters Scaled)
 GJ0170
 GJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF017611(NAD 83)
 GJ0170
 GJ0170                          SUPERSEDED SURVEY CONTROL
 GJ0170
 GJ0170  NGVD 29 (??/??/92)  476.514  (m)         1563.36   (f) ADJ UNCH    2 0
 GJ0170
 GJ0170.Superseded values are not recommended for survey control.
 GJ0170
 GJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0170.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0170
 GJ0170_MARKER: DB = BENCH MARK DISK
 GJ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0170_STAMPING: K 109 1934
 GJ0170_MARK LOGO: CGS
 GJ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0170+STABILITY: SURFACE MOTION
 GJ0170
 GJ0170  HISTORY     - Date     Condition        Report By
 GJ0170  HISTORY     - 1934     MONUMENTED       CGS
 GJ0170
 GJ0170                          STATION DESCRIPTION
 GJ0170
 GJ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0170'9.5 MI SE FROM FREEDOM.
 GJ0170'9.5 MILES SOUTHEAST OF A.T. AND SF. RR. STATION AT FREEDOM, 0.5
 GJ0170'MILE SOUTHEAST OF MILEPOST 11, 75 FEET EAST OF BRACE SIDING
 GJ0170'STATION SIGN, 50 FEET SOUTH OF WHERE SECTION LINE ROAD TURNS INTO
 GJ0170'FARM YARD, 42 FEET NORTHEAST OF NEAREST RAIL OF ATCHISON TOPEKA
 GJ0170'AND SANTA FE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0032 ***********************************************************************
 GJ0032  DESIGNATION -  K 110
 GJ0032  PID         -  GJ0032
 GJ0032  STATE/COUNTY-  OK/ALFALFA
 GJ0032  COUNTRY     -  US
 GJ0032  USGS QUAD   -  INGERSOLL (2018)
 GJ0032
 GJ0032                         *CURRENT SURVEY CONTROL
 GJ0032  ______________________________________________________________________
 GJ0032* NAD 83(1986) POSITION- 36 49 34.     (N) 098 22 55.     (W)   SCALED
 GJ0032* NAVD 88 ORTHO HEIGHT -   365.302 (meters)     1198.49  (feet) ADJUSTED
 GJ0032  ______________________________________________________________________
 GJ0032  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 GJ0032  DYNAMIC HEIGHT  -        364.987 (meters)     1197.46  (feet) COMP
 GJ0032  MODELED GRAVITY -    979,758.4   (mgal)                       NAVD 88
 GJ0032
 GJ0032  VERT ORDER      -  SECOND    CLASS 0
 GJ0032
 GJ0032.The horizontal coordinates were scaled from a map and have
 GJ0032.an estimated accuracy of +/- 6 seconds.
 GJ0032
 GJ0032.The orthometric height was determined by differential leveling and
 GJ0032.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0032.in June 1991.
 GJ0032
 GJ0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0032.GEOID18 height accuracy estimate available here.
 GJ0032
 GJ0032.Click photographs - Photos may exist for this station.
 GJ0032
 GJ0032.The dynamic height is computed by dividing the NAVD 88
 GJ0032.geopotential number by the normal gravity value computed on the
 GJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0032.degrees latitude (g = 980.6199 gals.).
 GJ0032
 GJ0032.The modeled gravity was interpolated from observed gravity values.
 GJ0032
 GJ0032;                    North         East    Units  Estimated Accuracy
 GJ0032;SPC OK N     -   202,690.      565,930.      MT  (+/- 180 meters Scaled)
 GJ0032
 GJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF551757(NAD 83)
 GJ0032
 GJ0032                          SUPERSEDED SURVEY CONTROL
 GJ0032
 GJ0032  NGVD 29 (??/??/92)  365.143  (m)         1197.97   (f) ADJ UNCH    2 0
 GJ0032
 GJ0032.Superseded values are not recommended for survey control.
 GJ0032
 GJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0032.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0032
 GJ0032_MARKER: DB = BENCH MARK DISK
 GJ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0032_STAMPING: K 110 1934
 GJ0032_MARK LOGO: CGS
 GJ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0032+STABILITY: SURFACE MOTION
 GJ0032
 GJ0032  HISTORY     - Date     Condition        Report By
 GJ0032  HISTORY     - 1934     MONUMENTED       CGS
 GJ0032
 GJ0032                          STATION DESCRIPTION
 GJ0032
 GJ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0032'5.2 MI NW FROM CHEROKEE.
 GJ0032'5.2 MILES NORTHWEST OF A.T. AND SF. STATION AT CHEROKEE, 0.3 MILE
 GJ0032'SOUTH OF MILEPOST 14, AND JUNCTION OF ROCK ISLAND RAILROAD AND
 GJ0032'ATCHISON TOPEKA AND SANTA FE RAILROAD, 40 FEET SOUTHWEST OF
 GJ0032'NEAREST RAIL OF TRACK OF ATCHISON TOPEKA AND SANTA FE RAILROAD
 GJ0032'36 FEET NORTH OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0013 ***********************************************************************
 GJ0013  DESIGNATION -  K 111
 GJ0013  PID         -  GJ0013
 GJ0013  STATE/COUNTY-  OK/ALFALFA
 GJ0013  COUNTRY     -  US
 GJ0013  USGS QUAD   -  CHEROKEE SOUTH (2018)
 GJ0013
 GJ0013                         *CURRENT SURVEY CONTROL
 GJ0013  ______________________________________________________________________
 GJ0013* NAD 83(1986) POSITION- 36 44 21.     (N) 098 22 19.     (W)   SCALED
 GJ0013* NAVD 88 ORTHO HEIGHT -   360.783 (meters)     1183.67  (feet) ADJUSTED
 GJ0013  ______________________________________________________________________
 GJ0013  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 GJ0013  DYNAMIC HEIGHT  -        360.471 (meters)     1182.65  (feet) COMP
 GJ0013  MODELED GRAVITY -    979,756.3   (mgal)                       NAVD 88
 GJ0013
 GJ0013  VERT ORDER      -  SECOND    CLASS 0
 GJ0013
 GJ0013.The horizontal coordinates were scaled from a map and have
 GJ0013.an estimated accuracy of +/- 6 seconds.
 GJ0013
 GJ0013.The orthometric height was determined by differential leveling and
 GJ0013.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0013.in June 1991.
 GJ0013
 GJ0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0013.GEOID18 height accuracy estimate available here.
 GJ0013
 GJ0013.Click photographs - Photos may exist for this station.
 GJ0013
 GJ0013.The dynamic height is computed by dividing the NAVD 88
 GJ0013.geopotential number by the normal gravity value computed on the
 GJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0013.degrees latitude (g = 980.6199 gals.).
 GJ0013
 GJ0013.The modeled gravity was interpolated from observed gravity values.
 GJ0013
 GJ0013;                    North         East    Units  Estimated Accuracy
 GJ0013;SPC OK N     -   193,040.      566,780.      MT  (+/- 180 meters Scaled)
 GJ0013
 GJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF560661(NAD 83)
 GJ0013
 GJ0013                          SUPERSEDED SURVEY CONTROL
 GJ0013
 GJ0013  NGVD 29 (??/??/92)  360.632  (m)         1183.17   (f) ADJ UNCH    2 0
 GJ0013
 GJ0013.Superseded values are not recommended for survey control.
 GJ0013
 GJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0013.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0013
 GJ0013_MARKER: DB = BENCH MARK DISK
 GJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0013_STAMPING: K 111 1934
 GJ0013_MARK LOGO: CGS
 GJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0013+STABILITY: SURFACE MOTION
 GJ0013
 GJ0013  HISTORY     - Date     Condition        Report By
 GJ0013  HISTORY     - 1934     MONUMENTED       CGS
 GJ0013
 GJ0013                          STATION DESCRIPTION
 GJ0013
 GJ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0013'1.8 MI S FROM CHEROKEE.
 GJ0013'1.8 MILES SOUTH OF CHEROKEE WATER AND LIGHT PLANT, 48 FEET WEST
 GJ0013'OF ATCHISON TOPEKA AND SANTA FE TRACK, 33 FEET NORTH OF CENTERLINE
 GJ0013'OF SECTION LINE ROAD, 12 FEET SOUTH OF 7TH POLE NORTHEAST OF
 GJ0013'MILEPOST 302.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0113 ***********************************************************************
 GJ0113  DESIGNATION -  K 112
 GJ0113  PID         -  GJ0113
 GJ0113  STATE/COUNTY-  OK/BLAINE
 GJ0113  COUNTRY     -  US
 GJ0113  USGS QUAD   -  LONGDALE (2018)
 GJ0113
 GJ0113                         *CURRENT SURVEY CONTROL
 GJ0113  ______________________________________________________________________
 GJ0113* NAD 83(1986) POSITION- 36 08 10.     (N) 098 33 00.     (W)   SCALED
 GJ0113* NAVD 88 ORTHO HEIGHT -   504.711 (meters)     1655.87  (feet) ADJUSTED
 GJ0113  ______________________________________________________________________
 GJ0113  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 GJ0113  DYNAMIC HEIGHT  -        504.244 (meters)     1654.34  (feet) COMP
 GJ0113  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 GJ0113
 GJ0113  VERT ORDER      -  SECOND    CLASS 0
 GJ0113
 GJ0113.The horizontal coordinates were scaled from a map and have
 GJ0113.an estimated accuracy of +/- 6 seconds.
 GJ0113
 GJ0113.The orthometric height was determined by differential leveling and
 GJ0113.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0113.in June 1991.
 GJ0113
 GJ0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0113.GEOID18 height accuracy estimate available here.
 GJ0113
 GJ0113.Click photographs - Photos may exist for this station.
 GJ0113
 GJ0113.The dynamic height is computed by dividing the NAVD 88
 GJ0113.geopotential number by the normal gravity value computed on the
 GJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0113.degrees latitude (g = 980.6199 gals.).
 GJ0113
 GJ0113.The modeled gravity was interpolated from observed gravity values.
 GJ0113
 GJ0113;                    North         East    Units  Estimated Accuracy
 GJ0113;SPC OK N     -   126,200.      550,500.      MT  (+/- 180 meters Scaled)
 GJ0113
 GJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE404991(NAD 83)
 GJ0113
 GJ0113                          SUPERSEDED SURVEY CONTROL
 GJ0113
 GJ0113  NGVD 29 (??/??/92)  504.522  (m)         1655.25   (f) ADJ UNCH    2 0
 GJ0113
 GJ0113.Superseded values are not recommended for survey control.
 GJ0113
 GJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0113.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0113
 GJ0113_MARKER: DB = BENCH MARK DISK
 GJ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0113_STAMPING: K 112 1935
 GJ0113_MARK LOGO: CGS
 GJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0113+STABILITY: SURFACE MOTION
 GJ0113
 GJ0113  HISTORY     - Date     Condition        Report By
 GJ0113  HISTORY     - 1935     MONUMENTED       CGS
 GJ0113
 GJ0113                          STATION DESCRIPTION
 GJ0113
 GJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0113'AT LONGDALE.
 GJ0113'AT LONGDALE 250 FEET NORTH OF ATCHISON TOPEKA AND SANTA FE
 GJ0113'STATION, 30 FEET WEST OF NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0089 ***********************************************************************
 GJ0089  DESIGNATION -  K 113
 GJ0089  PID         -  GJ0089
 GJ0089  STATE/COUNTY-  OK/BLAINE
 GJ0089  COUNTRY     -  US
 GJ0089  USGS QUAD   -  OKEENE (2018)
 GJ0089
 GJ0089                         *CURRENT SURVEY CONTROL
 GJ0089  ______________________________________________________________________
 GJ0089* NAD 83(1986) POSITION- 36 05 14.     (N) 098 19 17.     (W)   SCALED
 GJ0089* NAVD 88 ORTHO HEIGHT -   372.445 (meters)     1221.93  (feet) ADJUSTED
 GJ0089  ______________________________________________________________________
 GJ0089  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 GJ0089  DYNAMIC HEIGHT  -        372.107 (meters)     1220.82  (feet) COMP
 GJ0089  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 GJ0089
 GJ0089  VERT ORDER      -  SECOND    CLASS 0
 GJ0089
 GJ0089.The horizontal coordinates were scaled from a map and have
 GJ0089.an estimated accuracy of +/- 6 seconds.
 GJ0089
 GJ0089.The orthometric height was determined by differential leveling and
 GJ0089.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0089.in June 1991.
 GJ0089
 GJ0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0089.GEOID18 height accuracy estimate available here.
 GJ0089
 GJ0089.Click photographs - Photos may exist for this station.
 GJ0089
 GJ0089.The dynamic height is computed by dividing the NAVD 88
 GJ0089.geopotential number by the normal gravity value computed on the
 GJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0089.degrees latitude (g = 980.6199 gals.).
 GJ0089
 GJ0089.The modeled gravity was interpolated from observed gravity values.
 GJ0089
 GJ0089;                    North         East    Units  Estimated Accuracy
 GJ0089;SPC OK N     -   120,680.      571,060.      MT  (+/- 180 meters Scaled)
 GJ0089
 GJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE610938(NAD 83)
 GJ0089
 GJ0089                          SUPERSEDED SURVEY CONTROL
 GJ0089
 GJ0089  NGVD 29 (??/??/92)  372.280  (m)         1221.39   (f) ADJ UNCH    2 0
 GJ0089
 GJ0089.Superseded values are not recommended for survey control.
 GJ0089
 GJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0089.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0089
 GJ0089_MARKER: DB = BENCH MARK DISK
 GJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0089_STAMPING: K 113 1935
 GJ0089_MARK LOGO: CGS
 GJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0089+STABILITY: SURFACE MOTION
 GJ0089
 GJ0089  HISTORY     - Date     Condition        Report By
 GJ0089  HISTORY     - 1935     MONUMENTED       CGS
 GJ0089  HISTORY     - 1968     GOOD             CGS
 GJ0089  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0089
 GJ0089                          STATION DESCRIPTION
 GJ0089
 GJ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0089'2.5 MI S FROM O KEENE.
 GJ0089'2.5 MILES SOUTH OF GRADE SCHOOL AT O KEENE 69 FEET NORTH OF
 GJ0089'15TH. POLE SOUTH OF MILEPOST 42, 42 FEET WEST OF NEAREST RAIL
 GJ0089'OF CHICAGO ROCK ISLAND AND PACIFIC TRACK, 30 FEET NORTH OF
 GJ0089'CENTER LINE OF SECTION LINE ROAD.
 GJ0089
 GJ0089                          STATION RECOVERY (1968)
 GJ0089
 GJ0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 GJ0089'RECOVERED IN GOOD CONDITION.
 GJ0089
 GJ0089                          STATION RECOVERY (2022)
 GJ0089
 GJ0089'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0246 ***********************************************************************
 FK0246  DESIGNATION -  K 114
 FK0246  PID         -  FK0246
 FK0246  STATE/COUNTY-  OK/DEWEY
 FK0246  COUNTRY     -  US
 FK0246  USGS QUAD   -  PUTNAM NW (2018)
 FK0246
 FK0246                         *CURRENT SURVEY CONTROL
 FK0246  ______________________________________________________________________
 FK0246* NAD 83(1986) POSITION- 35 56 18.     (N) 098 58 23.     (W)   SCALED
 FK0246* NAVD 88 ORTHO HEIGHT -   609.866 (meters)     2000.87  (feet) ADJUSTED
 FK0246  ______________________________________________________________________
 FK0246  GEOID HEIGHT    -        -27.719 (meters)                     GEOID18
 FK0246  DYNAMIC HEIGHT  -        609.260 (meters)     1998.88  (feet) COMP
 FK0246  MODELED GRAVITY -    979,618.3   (mgal)                       NAVD 88
 FK0246
 FK0246  VERT ORDER      -  SECOND    CLASS 0
 FK0246
 FK0246.The horizontal coordinates were scaled from a map and have
 FK0246.an estimated accuracy of +/- 6 seconds.
 FK0246
 FK0246.The orthometric height was determined by differential leveling and
 FK0246.adjusted by the NATIONAL GEODETIC SURVEY
 FK0246.in June 1991.
 FK0246
 FK0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0246.GEOID18 height accuracy estimate available here.
 FK0246
 FK0246.Click photographs - Photos may exist for this station.
 FK0246
 FK0246.The dynamic height is computed by dividing the NAVD 88
 FK0246.geopotential number by the normal gravity value computed on the
 FK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0246.degrees latitude (g = 980.6199 gals.).
 FK0246
 FK0246.The modeled gravity was interpolated from observed gravity values.
 FK0246
 FK0246;                    North         East    Units  Estimated Accuracy
 FK0246;SPC OK N     -   104,550.      512,200.      MT  (+/- 180 meters Scaled)
 FK0246
 FK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE024771(NAD 83)
 FK0246
 FK0246                          SUPERSEDED SURVEY CONTROL
 FK0246
 FK0246  NGVD 29 (??/??/92)  609.625  (m)         2000.08   (f) ADJ UNCH    2 0
 FK0246
 FK0246.Superseded values are not recommended for survey control.
 FK0246
 FK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0246.See file dsdata.pdf to determine how the superseded data were derived.
 FK0246
 FK0246_MARKER: DB = BENCH MARK DISK
 FK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0246_STAMPING: K 114 1935
 FK0246_MARK LOGO: CGS
 FK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0246+STABILITY: SURFACE MOTION
 FK0246
 FK0246  HISTORY     - Date     Condition        Report By
 FK0246  HISTORY     - 1935     MONUMENTED       CGS
 FK0246  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0246
 FK0246                          STATION DESCRIPTION
 FK0246
 FK0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0246'5.7 MI N FROM PUTNAM.
 FK0246'5.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM PUTNAM, DEWEY COUNTY,
 FK0246'40 FEET SOUTHEAST OF THE SOUTH END OF A CUT, 45 FEET EAST OF THE
 FK0246'CENTERLINE OF THE HIGHWAY, AND 18 FEET SOUTH OF THE CENTERLINE
 FK0246'OF A ROAD LEADING EAST.  A STANDARD DISK SET IN THE TOP OF A
 FK0246'CONCRETE POST.
 FK0246
 FK0246                          STATION RECOVERY (1984)
 FK0246
 FK0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0356 ***********************************************************************
 GL0356  DESIGNATION -  K 12
 GL0356  PID         -  GL0356
 GL0356  STATE/COUNTY-  OK/CIMARRON
 GL0356  COUNTRY     -  US
 GL0356  USGS QUAD   -  KENTON (2018)
 GL0356
 GL0356                         *CURRENT SURVEY CONTROL
 GL0356  ______________________________________________________________________
 GL0356* NAD 83(1986) POSITION- 36 54 10.6    (N) 102 57 40.2    (W)   HD_HELD2
 GL0356* NAVD 88 ORTHO HEIGHT -  1327.515 (meters)     4355.36  (feet) ADJUSTED
 GL0356  ______________________________________________________________________
 GL0356  GEOID HEIGHT    -        -22.504 (meters)                     GEOID18
 GL0356  DYNAMIC HEIGHT  -       1326.039 (meters)     4350.51  (feet) COMP
 GL0356  MODELED GRAVITY -    979,473.1   (mgal)                       NAVD 88
 GL0356
 GL0356  VERT ORDER      -  SECOND    CLASS 0
 GL0356
 GL0356.The horizontal coordinates were established by autonomous hand held GPS
 GL0356.observations and have an estimated accuracy of +/- 10 meters.
 GL0356
 GL0356.The orthometric height was determined by differential leveling and
 GL0356.adjusted by the NATIONAL GEODETIC SURVEY
 GL0356.in June 1991.
 GL0356
 GL0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0356.GEOID18 height accuracy estimate available here.
 GL0356
 GL0356.Click photographs - Photos may exist for this station.
 GL0356
 GL0356.The dynamic height is computed by dividing the NAVD 88
 GL0356.geopotential number by the normal gravity value computed on the
 GL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0356.degrees latitude (g = 980.6199 gals.).
 GL0356
 GL0356.The modeled gravity was interpolated from observed gravity values.
 GL0356
 GL0356;                    North         East    Units  Estimated Accuracy
 GL0356;SPC OK N     -   222,442.      158,018.      MT  (+/- 10 meters HH2 GPS)
 GL0356
 GL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8164886046(NAD 83)
 GL0356
 GL0356                          SUPERSEDED SURVEY CONTROL
 GL0356
 GL0356.No superseded survey control is available for this station.
 GL0356
 GL0356_MARKER: DB = BENCH MARK DISK
 GL0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0356_SP_SET: BUILDING
 GL0356_STAMPING: K 12 1939
 GL0356_MARK LOGO: CGS
 GL0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0356+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0356
 GL0356  HISTORY     - Date     Condition        Report By
 GL0356  HISTORY     - 1939     MONUMENTED       CGS
 GL0356  HISTORY     - 20051008 GOOD             INDIV
 GL0356
 GL0356                          STATION DESCRIPTION
 GL0356
 GL0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0356'IN KENTON.
 GL0356'AT EAST END OF KENTON.  ALONG U.S. NO. 64.  105 FEET SOUTH OF
 GL0356'CENTER-LINE OF HIGHWAY.  54 FEET SOUTH OF FENCE.  30 FEET WEST OF
 GL0356'NORTHEAST CORNER OF BLDG.  24 FEET EAST OF NORTHWEST CORNER OF BLDG.
 GL0356'0.5 FEET NORTH OF NORTH FACE OF BLDG.  4 INCHES EAST OF WEST END OF
 GL0356'STEP.  SET IN TOP OF WEST END OF THIRD STEP OF KENTON UNION GRADE
 GL0356'SCHOOL, DISTRICT NO. 1.
 GL0356
 GL0356                          STATION RECOVERY (2005)
 GL0356
 GL0356'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0356'A CONCRETE SIDEWALK HAS BEEN PLACED LEVEL WITH THE TOP OF THE FIRST
 GL0356'STEP PLACING THE MARKER NOW ON THE WEST END OF SECOND STEP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0201 ***********************************************************************
 EM0201  DESIGNATION -  K 123
 EM0201  PID         -  EM0201
 EM0201  STATE/COUNTY-  OK/KIOWA
 EM0201  COUNTRY     -  US
 EM0201  USGS QUAD   -  LONE WOLF (2018)
 EM0201
 EM0201                         *CURRENT SURVEY CONTROL
 EM0201  ______________________________________________________________________
 EM0201* NAD 83(1986) POSITION- 34 58 20.     (N) 099 14 47.     (W)   SCALED
 EM0201* NAVD 88 ORTHO HEIGHT -   472.561 (meters)     1550.39  (feet) ADJUSTED
 EM0201  ______________________________________________________________________
 EM0201  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 EM0201  DYNAMIC HEIGHT  -        472.103 (meters)     1548.89  (feet) COMP
 EM0201  MODELED GRAVITY -    979,651.2   (mgal)                       NAVD 88
 EM0201
 EM0201  VERT ORDER      -  SECOND    CLASS 0
 EM0201
 EM0201.The horizontal coordinates were scaled from a map and have
 EM0201.an estimated accuracy of +/- 6 seconds.
 EM0201
 EM0201.The orthometric height was determined by differential leveling and
 EM0201.adjusted by the NATIONAL GEODETIC SURVEY
 EM0201.in June 1991.
 EM0201
 EM0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0201.GEOID18 height accuracy estimate available here.
 EM0201
 EM0201.Click photographs - Photos may exist for this station.
 EM0201
 EM0201.The dynamic height is computed by dividing the NAVD 88
 EM0201.geopotential number by the normal gravity value computed on the
 EM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0201.degrees latitude (g = 980.6199 gals.).
 EM0201
 EM0201.The modeled gravity was interpolated from observed gravity values.
 EM0201
 EM0201;                    North         East    Units  Estimated Accuracy
 EM0201;SPC OK S     -   182,500.      486,190.      MT  (+/- 180 meters Scaled)
 EM0201
 EM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD775699(NAD 83)
 EM0201
 EM0201                          SUPERSEDED SURVEY CONTROL
 EM0201
 EM0201  NGVD 29 (??/??/92)  472.398  (m)         1549.86   (f) ADJ UNCH    2 0
 EM0201
 EM0201.Superseded values are not recommended for survey control.
 EM0201
 EM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0201.See file dsdata.pdf to determine how the superseded data were derived.
 EM0201
 EM0201_MARKER: DB = BENCH MARK DISK
 EM0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0201_SP_SET: CULVERT HEADWALL
 EM0201_STAMPING: K 123 1961
 EM0201_MARK LOGO: CGS
 EM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0201+STABILITY: SURFACE MOTION
 EM0201
 EM0201  HISTORY     - Date     Condition        Report By
 EM0201  HISTORY     - 1961     MONUMENTED       CGS
 EM0201
 EM0201                          STATION DESCRIPTION
 EM0201
 EM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0201'1.95 MI S FROM LONE WOLF.
 EM0201'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE WOLF,
 EM0201'THENCE 1.35 MILES SOUTH ALONG STATE HIGHWAY 44, 47 FEET WEST OF THE
 EM0201'CENTER OF THE HIGHWAY, 51.5 FEET EAST OF THE EAST RAIL OF THE
 EM0201'RAILROAD, 12 FEET SOUTH OF A DIRT ROAD, CEMENTED IN A DRILL HOLE IN
 EM0201'THE SOUTH HEADWALL OF A CONCRETE CULVERT, 1 FOOT EAST OF THE WEST END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0495 ***********************************************************************
 EM0495  DESIGNATION -  K 124
 EM0495  PID         -  EM0495
 EM0495  STATE/COUNTY-  OK/GREER
 EM0495  COUNTRY     -  US
 EM0495  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0495
 EM0495                         *CURRENT SURVEY CONTROL
 EM0495  ______________________________________________________________________
 EM0495* NAD 83(1986) POSITION- 34 50 41.     (N) 099 31 53.     (W)   SCALED
 EM0495* NAVD 88 ORTHO HEIGHT -   477.351 (meters)     1566.11  (feet) ADJUSTED
 EM0495  ______________________________________________________________________
 EM0495  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 EM0495  DYNAMIC HEIGHT  -        476.844 (meters)     1564.45  (feet) COMP
 EM0495  MODELED GRAVITY -    979,558.0   (mgal)                       NAVD 88
 EM0495
 EM0495  VERT ORDER      -  SECOND    CLASS 0
 EM0495
 EM0495.The horizontal coordinates were scaled from a map and have
 EM0495.an estimated accuracy of +/- 6 seconds.
 EM0495
 EM0495.The orthometric height was determined by differential leveling and
 EM0495.adjusted by the NATIONAL GEODETIC SURVEY
 EM0495.in June 1991.
 EM0495
 EM0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0495.GEOID18 height accuracy estimate available here.
 EM0495
 EM0495.Click photographs - Photos may exist for this station.
 EM0495
 EM0495.The dynamic height is computed by dividing the NAVD 88
 EM0495.geopotential number by the normal gravity value computed on the
 EM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0495.degrees latitude (g = 980.6199 gals.).
 EM0495
 EM0495.The modeled gravity was interpolated from observed gravity values.
 EM0495
 EM0495;                    North         East    Units  Estimated Accuracy
 EM0495;SPC OK S     -   168,710.      459,950.      MT  (+/- 180 meters Scaled)
 EM0495
 EM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD514559(NAD 83)
 EM0495
 EM0495                          SUPERSEDED SURVEY CONTROL
 EM0495
 EM0495  NGVD 29 (??/??/92)  477.144  (m)         1565.43   (f) ADJ UNCH    2 0
 EM0495
 EM0495.Superseded values are not recommended for survey control.
 EM0495
 EM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0495.See file dsdata.pdf to determine how the superseded data were derived.
 EM0495
 EM0495_MARKER: DB = BENCH MARK DISK
 EM0495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0495_SP_SET: CULVERT ABUTMENT
 EM0495_STAMPING: K 124 1961
 EM0495_MARK LOGO: CGS
 EM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0495+STABILITY: SURFACE MOTION
 EM0495
 EM0495  HISTORY     - Date     Condition        Report By
 EM0495  HISTORY     - 1961     MONUMENTED       CGS
 EM0495
 EM0495                          STATION DESCRIPTION
 EM0495
 EM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0495'2.7 MI S FROM MANGUM.
 EM0495'2.7 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MANGUM,
 EM0495'50 FEET EAST OF THE CENTER OF THE HIGHWAY, 25 FEET WEST OF CONCRETE
 EM0495'POST AND FENCE LINE, CEMENTED IN THE WEST END OF THE NORTH ABUTMENT OF
 EM0495'A CONCRETE CULVERT UNDER A ROAD LEADING INTO A PASTURE ON THE EAST
 EM0495'SIDE OF THE HIGHWAY AND ABOUT 2 FEET LOWER THAN THE SURFACE OF THE
 EM0495'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0273 ***********************************************************************
 GH0273  DESIGNATION -  K 130
 GH0273  PID         -  GH0273
 GH0273  STATE/COUNTY-  OK/KAY
 GH0273  COUNTRY     -  US
 GH0273  USGS QUAD   -  PONCA CITY (2018)
 GH0273
 GH0273                         *CURRENT SURVEY CONTROL
 GH0273  ______________________________________________________________________
 GH0273* NAD 83(1986) POSITION- 36 40 25.     (N) 097 05 07.     (W)   SCALED
 GH0273* NAVD 88 ORTHO HEIGHT -   297.493 (meters)      976.03  (feet) ADJUSTED
 GH0273  ______________________________________________________________________
 GH0273  GEOID HEIGHT    -        -28.850 (meters)                     GEOID18
 GH0273  DYNAMIC HEIGHT  -        297.237 (meters)      975.19  (feet) COMP
 GH0273  MODELED GRAVITY -    979,765.7   (mgal)                       NAVD 88
 GH0273
 GH0273  VERT ORDER      -  SECOND    CLASS 0
 GH0273
 GH0273.The horizontal coordinates were scaled from a map and have
 GH0273.an estimated accuracy of +/- 6 seconds.
 GH0273
 GH0273.The orthometric height was determined by differential leveling and
 GH0273.adjusted by the NATIONAL GEODETIC SURVEY
 GH0273.in June 1991.
 GH0273
 GH0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0273.GEOID18 height accuracy estimate available here.
 GH0273
 GH0273.Click photographs - Photos may exist for this station.
 GH0273
 GH0273.The dynamic height is computed by dividing the NAVD 88
 GH0273.geopotential number by the normal gravity value computed on the
 GH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0273.degrees latitude (g = 980.6199 gals.).
 GH0273
 GH0273.The modeled gravity was interpolated from observed gravity values.
 GH0273
 GH0273;                    North         East    Units  Estimated Accuracy
 GH0273;SPC OK N     -   186,080.      681,770.      MT  (+/- 180 meters Scaled)
 GH0273
 GH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF710603(NAD 83)
 GH0273
 GH0273                          SUPERSEDED SURVEY CONTROL
 GH0273
 GH0273  NGVD 29 (??/??/92)  297.365  (m)          975.61   (f) ADJ UNCH    2 0
 GH0273
 GH0273.Superseded values are not recommended for survey control.
 GH0273
 GH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0273.See file dsdata.pdf to determine how the superseded data were derived.
 GH0273
 GH0273_MARKER: DB = BENCH MARK DISK
 GH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0273_STAMPING: K 130 1934
 GH0273_MARK LOGO: CGS
 GH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0273+STABILITY: SURFACE MOTION
 GH0273
 GH0273  HISTORY     - Date     Condition        Report By
 GH0273  HISTORY     - 1934     MONUMENTED       CGS
 GH0273  HISTORY     - 1968     MARK NOT FOUND   USGS
 GH0273
 GH0273                          STATION DESCRIPTION
 GH0273
 GH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0273'2 MI S FROM PONCA CITY.
 GH0273'ABOUT 2.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0273'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 1,300
 GH0273'FEET NORTH OF MILEPOST 291, ABOUT 630 FEET SOUTH OF THE CROSSING
 GH0273'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, ABOUT 60 FEET
 GH0273'SOUTH OF A SEMAPHORE, AT A DIRT-ROAD CROSSING, ABOUT 30 FEET NORTH
 GH0273'OF THE CENTER LINE OF THE ROAD, 24.3 FEET EAST OF THE CENTER LINE
 GH0273'OF THE EAST MAIN TRACK, AND 5.8 FEET NORTH OF A POLE.  A STANDARD
 GH0273'DISK, STAMPED K 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0273
 GH0273                          STATION RECOVERY (1968)
 GH0273
 GH0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0229 ***********************************************************************
 GH0229  DESIGNATION -  K 131
 GH0229  PID         -  GH0229
 GH0229  STATE/COUNTY-  OK/KAY
 GH0229  COUNTRY     -  US
 GH0229  USGS QUAD   -  BLACKWELL (2018)
 GH0229
 GH0229                         *CURRENT SURVEY CONTROL
 GH0229  ______________________________________________________________________
 GH0229* NAD 83(1986) POSITION- 36 48 13.92   (N) 097 18 31.71   (W)   HD_HELD1
 GH0229* NAVD 88 ORTHO HEIGHT -   315.792 (meters)     1036.06  (feet) ADJUSTED
 GH0229  ______________________________________________________________________
 GH0229  GEOID HEIGHT    -        -28.731 (meters)                     GEOID18
 GH0229  DYNAMIC HEIGHT  -        315.523 (meters)     1035.18  (feet) COMP
 GH0229  MODELED GRAVITY -    979,773.0   (mgal)                       NAVD 88
 GH0229
 GH0229  VERT ORDER      -  SECOND    CLASS 0
 GH0229
 GH0229.The horizontal coordinates were determined by differentially corrected
 GH0229.hand held GPS observations or other comparable positioning techniques
 GH0229.and have an estimated accuracy of +/- 3 meters.
 GH0229
 GH0229.The orthometric height was determined by differential leveling and
 GH0229.adjusted by the NATIONAL GEODETIC SURVEY
 GH0229.in June 1991.
 GH0229
 GH0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0229.GEOID18 height accuracy estimate available here.
 GH0229
 GH0229.Click photographs - Photos may exist for this station.
 GH0229
 GH0229.The dynamic height is computed by dividing the NAVD 88
 GH0229.geopotential number by the normal gravity value computed on the
 GH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0229.degrees latitude (g = 980.6199 gals.).
 GH0229
 GH0229.The modeled gravity was interpolated from observed gravity values.
 GH0229
 GH0229;                    North         East    Units  Estimated Accuracy
 GH0229;SPC OK N     -   200,371.0     661,681.7     MT  (+/- 3 meters HH1 GPS) 
 GH0229
 GH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5086774449(NAD 83)
 GH0229
 GH0229                          SUPERSEDED SURVEY CONTROL
 GH0229
 GH0229  NGVD 29 (??/??/92)  315.681  (m)         1035.70   (f) ADJ UNCH    2 0
 GH0229
 GH0229.Superseded values are not recommended for survey control.
 GH0229
 GH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0229.See file dsdata.pdf to determine how the superseded data were derived.
 GH0229
 GH0229_MARKER: DB = BENCH MARK DISK
 GH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0229_STAMPING: K 131 1934
 GH0229_MARK LOGO: CGS
 GH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0229+STABILITY: SURFACE MOTION
 GH0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0229+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2014
 GH0229
 GH0229  HISTORY     - Date     Condition        Report By
 GH0229  HISTORY     - 1934     MONUMENTED       CGS
 GH0229  HISTORY     - 20140122 GOOD             GEOCAC
 GH0229
 GH0229                          STATION DESCRIPTION
 GH0229
 GH0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0229'1.5 MI W FROM BLACKWELL.
 GH0229'ABOUT 1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0229'RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 330
 GH0229'FEET WEST OF MILEPOST 126, AT A GRAVEL-ROAD CROSSING, 54 FEET
 GH0229'EAST OF THE CENTER LINE OF THE ROAD, 46 FEET SOUTH OF THE
 GH0229'CENTER LINE OF THE MAIN TRACK, AND 3.4 FEET NORTH OF A POLE.
 GH0229'A STANDARD DISK, STAMPED K 131 1934 AND SET IN THE TOP OF A
 GH0229'CONCRETE POST.
 GH0229
 GH0229                          STATION RECOVERY (2014)
 GH0229
 GH0229'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0229'SOUTHEAST OF THE INTERSECTION OF BLACKWELL AVE AND S 20TH ST, 54 FEET
 GH0229'EAST OF 20TH ST, 46 FEET SOUTH OF THE RAILROAD TRACK, BETWEEN TWO
 GH0229'STEEL WITNESS POSTS SET 1 FT TO THE EAST AND WEST, AND SET IN THE TOP
 GH0229'OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0206 ***********************************************************************
 GH0206  DESIGNATION -  K 132
 GH0206  PID         -  GH0206
 GH0206  STATE/COUNTY-  OK/OSAGE
 GH0206  COUNTRY     -  US
 GH0206  USGS QUAD   -  GRAINOLA (2018)
 GH0206
 GH0206                         *CURRENT SURVEY CONTROL
 GH0206  ______________________________________________________________________
 GH0206* NAD 83(1986) POSITION- 36 54 47.     (N) 096 38 26.     (W)   SCALED
 GH0206* NAVD 88 ORTHO HEIGHT -   359.006 (meters)     1177.84  (feet) ADJUSTED
 GH0206  ______________________________________________________________________
 GH0206  GEOID HEIGHT    -        -28.974 (meters)                     GEOID18
 GH0206  DYNAMIC HEIGHT  -        358.704 (meters)     1176.85  (feet) COMP
 GH0206  MODELED GRAVITY -    979,779.7   (mgal)                       NAVD 88
 GH0206
 GH0206  VERT ORDER      -  SECOND    CLASS 0
 GH0206
 GH0206.The horizontal coordinates were scaled from a map and have
 GH0206.an estimated accuracy of +/- 6 seconds.
 GH0206
 GH0206.The orthometric height was determined by differential leveling and
 GH0206.adjusted by the NATIONAL GEODETIC SURVEY
 GH0206.in June 1991.
 GH0206
 GH0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0206.GEOID18 height accuracy estimate available here.
 GH0206
 GH0206.Click photographs - Photos may exist for this station.
 GH0206
 GH0206.The dynamic height is computed by dividing the NAVD 88
 GH0206.geopotential number by the normal gravity value computed on the
 GH0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0206.degrees latitude (g = 980.6199 gals.).
 GH0206
 GH0206.The modeled gravity was interpolated from observed gravity values.
 GH0206
 GH0206;                    North         East    Units  Estimated Accuracy
 GH0206;SPC OK N     -   213,120.      721,140.      MT  (+/- 180 meters Scaled)
 GH0206
 GH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF101878(NAD 83)
 GH0206
 GH0206                          SUPERSEDED SURVEY CONTROL
 GH0206
 GH0206  NGVD 29 (??/??/92)  358.873  (m)         1177.40   (f) ADJ UNCH    2 0
 GH0206
 GH0206.Superseded values are not recommended for survey control.
 GH0206
 GH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0206.See file dsdata.pdf to determine how the superseded data were derived.
 GH0206
 GH0206_MARKER: DB = BENCH MARK DISK
 GH0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0206_SP_SET: CULVERT HEADWALL
 GH0206_STAMPING: K 132 1934
 GH0206_MARK LOGO: CGS
 GH0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0206+STABILITY: SURFACE MOTION
 GH0206
 GH0206  HISTORY     - Date     Condition        Report By
 GH0206  HISTORY     - 1934     MONUMENTED       CGS
 GH0206
 GH0206                          STATION DESCRIPTION
 GH0206
 GH0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0206'1.8 MI S FROM GRAINOLA.
 GH0206'1.8 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0206'STATION AT GRAINOLA, OSAGE COUNTY, 0.3 MILE NORTHWEST OF
 GH0206'MILEPOST 230, AT THE CENTER OF A CURVE, AT A CONCRETE CULVERT,
 GH0206'IN THE TOP OF THE NORTH END OF THE RETAINING WALL, 30 FEET EAST
 GH0206'OF THE CENTER LINE OF THE TRACK, AND ABOUT 10 FEET LOWER THAN
 GH0206'THE TRACK.  A STANDARD DISK, STAMPED K 132 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0021 ***********************************************************************
 GH0021  DESIGNATION -  K 133
 GH0021  PID         -  GH0021
 GH0021  STATE/COUNTY-  OK/OSAGE
 GH0021  COUNTRY     -  US
 GH0021  USGS QUAD   -  BARNSDALL (2018)
 GH0021
 GH0021                         *CURRENT SURVEY CONTROL
 GH0021  ______________________________________________________________________
 GH0021* NAD 83(1986) POSITION- 36 33 44.5    (N) 096 09 48.1    (W)   HD_HELD2
 GH0021* NAVD 88 ORTHO HEIGHT -   227.794 (meters)      747.35  (feet) ADJUSTED
 GH0021  ______________________________________________________________________
 GH0021  GEOID HEIGHT    -        -28.518 (meters)                     GEOID18
 GH0021  DYNAMIC HEIGHT  -        227.608 (meters)      746.74  (feet) COMP
 GH0021  MODELED GRAVITY -    979,809.6   (mgal)                       NAVD 88
 GH0021
 GH0021  VERT ORDER      -  SECOND    CLASS 0
 GH0021
 GH0021.The horizontal coordinates were established by autonomous hand held GPS
 GH0021.observations and have an estimated accuracy of +/- 10 meters.
 GH0021
 GH0021.The orthometric height was determined by differential leveling and
 GH0021.adjusted by the NATIONAL GEODETIC SURVEY
 GH0021.in June 1991.
 GH0021
 GH0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0021.GEOID18 height accuracy estimate available here.
 GH0021
 GH0021.Click photographs - Photos may exist for this station.
 GH0021
 GH0021.The dynamic height is computed by dividing the NAVD 88
 GH0021.geopotential number by the normal gravity value computed on the
 GH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0021.degrees latitude (g = 980.6199 gals.).
 GH0021
 GH0021.The modeled gravity was interpolated from observed gravity values.
 GH0021
 GH0021;                    North         East    Units  Estimated Accuracy
 GH0021;SPC OK N     -   174,907.      764,400.      MT  (+/- 10 meters HH2 GPS)
 GH0021
 GH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5386250070(NAD 83)
 GH0021
 GH0021                          SUPERSEDED SURVEY CONTROL
 GH0021
 GH0021  NGVD 29 (??/??/92)  227.685  (m)          747.00   (f) ADJ UNCH    2 0
 GH0021
 GH0021.Superseded values are not recommended for survey control.
 GH0021
 GH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0021.See file dsdata.pdf to determine how the superseded data were derived.
 GH0021
 GH0021_MARKER: DB = BENCH MARK DISK
 GH0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0021_SP_SET: BUILDING
 GH0021_STAMPING: K 133 1934
 GH0021_MARK LOGO: CGS
 GH0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0021+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 GH0021
 GH0021  HISTORY     - Date     Condition        Report By
 GH0021  HISTORY     - 1934     MONUMENTED       CGS
 GH0021  HISTORY     - 1964     GOOD
 GH0021  HISTORY     - 20060126 GOOD             OKDOT
 GH0021
 GH0021                          STATION DESCRIPTION
 GH0021
 GH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0021'IN BARNSDALL.
 GH0021'AT BARNSDALL, OSAGE COUNTY, AT THE MIDLAND VALLEY RAILROAD
 GH0021'STATION, IN THE WEST BRICK WALL, 4.2 FEET NORTH OF THE SOUTHWEST
 GH0021'CORNER, 24 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND
 GH0021'4.2 FEET ABOVE THE CONCRETE PLATFORM.  A STANDARD DISK, STAMPED K
 GH0021'133 1934 AND SET VERTICALLY.
 GH0021
 GH0021                          STATION RECOVERY (1964)
 GH0021
 GH0021'RECOVERED 1964
 GH0021'RECOVERED IN GOOD CONDITION.
 GH0021
 GH0021                          STATION RECOVERY (2006)
 GH0021
 GH0021'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (MWF)
 GH0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0041 ***********************************************************************
 GH0041  DESIGNATION -  K 134
 GH0041  PID         -  GH0041
 GH0041  STATE/COUNTY-  OK/OSAGE
 GH0041  COUNTRY     -  US
 GH0041  USGS QUAD   -  NELAGONEY (2018)
 GH0041
 GH0041                         *CURRENT SURVEY CONTROL
 GH0041  ______________________________________________________________________
 GH0041* NAD 83(1986) POSITION- 36 41 58.     (N) 096 10 01.     (W)   SCALED
 GH0041* NAVD 88 ORTHO HEIGHT -   246.969 (meters)      810.26  (feet) ADJUSTED
 GH0041  ______________________________________________________________________
 GH0041  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 GH0041  DYNAMIC HEIGHT  -        246.769 (meters)      809.61  (feet) COMP
 GH0041  MODELED GRAVITY -    979,816.8   (mgal)                       NAVD 88
 GH0041
 GH0041  VERT ORDER      -  SECOND    CLASS 0
 GH0041
 GH0041.The horizontal coordinates were scaled from a map and have
 GH0041.an estimated accuracy of +/- 6 seconds.
 GH0041
 GH0041.The orthometric height was determined by differential leveling and
 GH0041.adjusted by the NATIONAL GEODETIC SURVEY
 GH0041.in June 1991.
 GH0041
 GH0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0041.GEOID18 height accuracy estimate available here.
 GH0041
 GH0041.Click photographs - Photos may exist for this station.
 GH0041
 GH0041.The dynamic height is computed by dividing the NAVD 88
 GH0041.geopotential number by the normal gravity value computed on the
 GH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0041.degrees latitude (g = 980.6199 gals.).
 GH0041
 GH0041.The modeled gravity was interpolated from observed gravity values.
 GH0041
 GH0041;                    North         East    Units  Estimated Accuracy
 GH0041;SPC OK N     -   190,110.      763,790.      MT  (+/- 180 meters Scaled)
 GH0041
 GH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF530652(NAD 83)
 GH0041
 GH0041                          SUPERSEDED SURVEY CONTROL
 GH0041
 GH0041  NGVD 29 (??/??/92)  246.853  (m)          809.88   (f) ADJ UNCH    2 0
 GH0041
 GH0041.Superseded values are not recommended for survey control.
 GH0041
 GH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0041.See file dsdata.pdf to determine how the superseded data were derived.
 GH0041
 GH0041_MARKER: DB = BENCH MARK DISK
 GH0041_SETTING: 66 = SET IN ROCK OUTCROP
 GH0041_STAMPING: K 134 1934
 GH0041_MARK LOGO: CGS
 GH0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0041+STABILITY: POSITION/ELEVATION WELL
 GH0041
 GH0041  HISTORY     - Date     Condition        Report By
 GH0041  HISTORY     - 1934     MONUMENTED       CGS
 GH0041  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0041  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GH0041
 GH0041                          STATION DESCRIPTION
 GH0041
 GH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0041'2.1 MI SW FROM OKESA.
 GH0041'2.1 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0041'FROM THE STATION AT OKESA, OSAGE COUNTY, 48.7 FEET NORTHEAST OF
 GH0041'THE SECOND POLE SOUTHWEST OF MILEPOST 210, 90 FEET NORTHEAST OF
 GH0041'THE CENTER OF A DIRT-ROAD CROSSING, 38 FEET NORTH OF THE NORTHWEST
 GH0041'END OF A CONCRETE CULVERT, 46.4 FEET NORTHWEST OF THE CENTERLINE
 GH0041'OF THE TRACK, 3.6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.5
 GH0041'FEET NORTHEAST OF A 3-BY-3.5-FOOT ROCK CAIRN 3.5 FEET HIGH, AND
 GH0041'IN THE CENTER OF THE TOP OF A SANDSTONE OUTCROP.  A STANDARD
 GH0041'DISK, STAMPED K 134 1934.
 GH0041
 GH0041                          STATION RECOVERY (1988)
 GH0041
 GH0041'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0041'MARK NOT FOUND.
 GH0041
 GH0041                          STATION RECOVERY (1989)
 GH0041
 GH0041'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0041'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0503 ***********************************************************************
 GG0503  DESIGNATION -  K 135
 GG0503  PID         -  GG0503
 GG0503  STATE/COUNTY-  OK/NOWATA
 GG0503  COUNTRY     -  US
 GG0503  USGS QUAD   -  OGLESBY (2018)
 GG0503
 GG0503                         *CURRENT SURVEY CONTROL
 GG0503  ______________________________________________________________________
 GG0503* NAD 83(1986) POSITION- 36 42 49.08   (N) 095 45 20.08   (W)   HD_HELD1
 GG0503* NAVD 88 ORTHO HEIGHT -   244.285 (meters)      801.46  (feet) ADJUSTED
 GG0503  ______________________________________________________________________
 GG0503  GEOID HEIGHT    -        -29.303 (meters)                     GEOID18
 GG0503  DYNAMIC HEIGHT  -        244.082 (meters)      800.79  (feet) COMP
 GG0503  MODELED GRAVITY -    979,794.1   (mgal)                       NAVD 88
 GG0503
 GG0503  VERT ORDER      -  SECOND    CLASS 0
 GG0503
 GG0503.The horizontal coordinates were determined by differentially corrected
 GG0503.hand held GPS observations or other comparable positioning techniques
 GG0503.and have an estimated accuracy of +/- 3 meters.
 GG0503
 GG0503.The orthometric height was determined by differential leveling and
 GG0503.adjusted by the NATIONAL GEODETIC SURVEY
 GG0503.in June 1991.
 GG0503
 GG0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0503.GEOID18 height accuracy estimate available here.
 GG0503
 GG0503.Click photographs - Photos may exist for this station.
 GG0503
 GG0503.The dynamic height is computed by dividing the NAVD 88
 GG0503.geopotential number by the normal gravity value computed on the
 GG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0503.degrees latitude (g = 980.6199 gals.).
 GG0503
 GG0503.The modeled gravity was interpolated from observed gravity values.
 GG0503
 GG0503;                    North         East    Units  Estimated Accuracy
 GG0503;SPC OK N     -   192,455.7     800,506.8     MT  (+/- 3 meters HH1 GPS) 
 GG0503
 GG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5387566645(NAD 83)
 GG0503
 GG0503                          SUPERSEDED SURVEY CONTROL
 GG0503
 GG0503  NGVD 29 (??/??/92)  244.157  (m)          801.04   (f) ADJ UNCH    2 0
 GG0503
 GG0503.Superseded values are not recommended for survey control.
 GG0503
 GG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0503.See file dsdata.pdf to determine how the superseded data were derived.
 GG0503
 GG0503_MARKER: DB = BENCH MARK DISK
 GG0503_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0503_SP_SET: BOX CULVERT HEADWALL
 GG0503_STAMPING: K 135 1934
 GG0503_MARK LOGO: CGS
 GG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0503+STABILITY: SURFACE MOTION
 GG0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0503+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 GG0503
 GG0503  HISTORY     - Date     Condition        Report By
 GG0503  HISTORY     - 1934     MONUMENTED       CGS
 GG0503  HISTORY     - 1969     GOOD             CGS
 GG0503  HISTORY     - 20020830 GOOD             INDIV
 GG0503
 GG0503                          STATION DESCRIPTION
 GG0503
 GG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0503'7 MI E FROM NOWATA.
 GG0503'7.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0503'AND SANTA FE RAILWAY STATION AT NOWATA, NOWATA COUNTY, 1.0
 GG0503'MILE EAST OF A SHARP CURVE, 32 FEET EAST OF THE CENTERLINE OF
 GG0503'A DIRT CROSSROAD, AT A CONCRETE BOX CULVERT, IN THE TOP OF THE
 GG0503'WEST END OF THE HEADWALL, AND 15.6 FEET NORTH OF THE CENTERLINE
 GG0503'OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 135 1934.
 GG0503
 GG0503                          STATION RECOVERY (1969)
 GG0503
 GG0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GG0503'RECOVERED IN GOOD CONDITION.
 GG0503
 GG0503                          STATION RECOVERY (2002)
 GG0503
 GG0503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SVM)
 GG0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0097 ***********************************************************************
 GH0097  DESIGNATION -  K 136
 GH0097  PID         -  GH0097
 GH0097  STATE/COUNTY-  OK/OSAGE
 GH0097  COUNTRY     -  US
 GH0097  USGS QUAD   -  HOMINY (2018)
 GH0097
 GH0097                         *CURRENT SURVEY CONTROL
 GH0097  ______________________________________________________________________
 GH0097* NAD 83(1986) POSITION- 36 27 23.     (N) 096 23 23.     (W)   SCALED
 GH0097* NAVD 88 ORTHO HEIGHT -   243.876 (meters)      800.12  (feet) ADJUSTED
 GH0097  ______________________________________________________________________
 GH0097  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GH0097  DYNAMIC HEIGHT  -        243.673 (meters)      799.45  (feet) COMP
 GH0097  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 GH0097
 GH0097  VERT ORDER      -  SECOND    CLASS 0
 GH0097
 GH0097.The horizontal coordinates were scaled from a map and have
 GH0097.an estimated accuracy of +/- 6 seconds.
 GH0097
 GH0097.The orthometric height was determined by differential leveling and
 GH0097.adjusted by the NATIONAL GEODETIC SURVEY
 GH0097.in June 1991.
 GH0097
 GH0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0097.GEOID18 height accuracy estimate available here.
 GH0097
 GH0097.Click photographs - Photos may exist for this station.
 GH0097
 GH0097.The dynamic height is computed by dividing the NAVD 88
 GH0097.geopotential number by the normal gravity value computed on the
 GH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0097.degrees latitude (g = 980.6199 gals.).
 GH0097
 GH0097.The modeled gravity was interpolated from observed gravity values.
 GH0097
 GH0097;                    North         East    Units  Estimated Accuracy
 GH0097;SPC OK N     -   162,790.      744,340.      MT  (+/- 180 meters Scaled)
 GH0097
 GH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF339377(NAD 83)
 GH0097
 GH0097                          SUPERSEDED SURVEY CONTROL
 GH0097
 GH0097  NGVD 29 (??/??/92)  243.774  (m)          799.78   (f) ADJ UNCH    2 0
 GH0097
 GH0097.Superseded values are not recommended for survey control.
 GH0097
 GH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0097.See file dsdata.pdf to determine how the superseded data were derived.
 GH0097
 GH0097_MARKER: DB = BENCH MARK DISK
 GH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0097_STAMPING: K 136 1934
 GH0097_MARK LOGO: CGS
 GH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0097+STABILITY: SURFACE MOTION
 GH0097
 GH0097  HISTORY     - Date     Condition        Report By
 GH0097  HISTORY     - 1934     MONUMENTED       CGS
 GH0097
 GH0097                          STATION DESCRIPTION
 GH0097
 GH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0097'3.2 MI N FROM HOMINY.
 GH0097'3.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0097'THE STATION AT HOMINY, OSAGE COUNTY, 720 FEET NORTH OF MILEPOST
 GH0097'233, 225 FEET SOUTH OF THE CENTER OF THE CROSSING OF STATE
 GH0097'HIGHWAY 48, 200 FEET NORTH OF A WOODEN CULVERT, 4 FEET WEST OF
 GH0097'THE FOURTH POLE NORTH OF MILEPOST 233, AND 40 FEET WEST OF
 GH0097'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 136
 GH0097'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0434 ***********************************************************************
 GG0434  DESIGNATION -  K 137
 GG0434  PID         -  GG0434
 GG0434  STATE/COUNTY-  OK/TULSA
 GG0434  COUNTRY     -  US
 GG0434  USGS QUAD   -  TULSA (2019)
 GG0434
 GG0434                         *CURRENT SURVEY CONTROL
 GG0434  ______________________________________________________________________
 GG0434* NAD 83(1986) POSITION- 36 08 43.     (N) 095 57 28.     (W)   SCALED
 GG0434* NAVD 88 ORTHO HEIGHT -   229.551 (meters)      753.12  (feet) ADJUSTED
 GG0434  ______________________________________________________________________
 GG0434  GEOID HEIGHT    -        -28.938 (meters)                     GEOID18
 GG0434  DYNAMIC HEIGHT  -        229.350 (meters)      752.46  (feet) COMP
 GG0434  MODELED GRAVITY -    979,751.9   (mgal)                       NAVD 88
 GG0434
 GG0434  VERT ORDER      -  SECOND    CLASS 0
 GG0434
 GG0434.The horizontal coordinates were scaled from a map and have
 GG0434.an estimated accuracy of +/- 6 seconds.
 GG0434
 GG0434.The orthometric height was determined by differential leveling and
 GG0434.adjusted by the NATIONAL GEODETIC SURVEY
 GG0434.in June 1991.
 GG0434
 GG0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0434.GEOID18 height accuracy estimate available here.
 GG0434
 GG0434.Click photographs - Photos may exist for this station.
 GG0434
 GG0434.The dynamic height is computed by dividing the NAVD 88
 GG0434.geopotential number by the normal gravity value computed on the
 GG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0434.degrees latitude (g = 980.6199 gals.).
 GG0434
 GG0434.The modeled gravity was interpolated from observed gravity values.
 GG0434
 GG0434;                    North         East    Units  Estimated Accuracy
 GG0434;SPC OK N     -   129,010.      783,770.      MT  (+/- 180 meters Scaled)
 GG0434
 GG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA338041(NAD 83)
 GG0434
 GG0434                          SUPERSEDED SURVEY CONTROL
 GG0434
 GG0434  NGVD 29 (??/??/92)  229.427  (m)          752.71   (f) ADJ UNCH    2 0
 GG0434
 GG0434.Superseded values are not recommended for survey control.
 GG0434
 GG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0434.See file dsdata.pdf to determine how the superseded data were derived.
 GG0434
 GG0434_MARKER: DB = BENCH MARK DISK
 GG0434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0434_STAMPING: K 137 1934
 GG0434_MARK LOGO: CGS
 GG0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0434
 GG0434  HISTORY     - Date     Condition        Report By
 GG0434  HISTORY     - 1934     MONUMENTED       CGS
 GG0434  HISTORY     - 1987     GOOD             USPSQD
 GG0434  HISTORY     - 1988     GOOD             USPSQD
 GG0434  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0434
 GG0434                          STATION DESCRIPTION
 GG0434
 GG0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0434'IN TULSA.
 GG0434'ABOUT 2.3 MILES SOUTHEAST OF MISSOURI, KANSAS, TEXAS R.R.
 GG0434'STATION, 180 FEET SOUTHEAST OF M.P. 280, 37.5 FEET EAST OF
 GG0434'CENTERLINE OF LEWIS AVENUE, 29.4 FEET NORTHEAST OF CENTERLINE
 GG0434'OF MISSOURI, KANSAS, TEXAS R.R., 3.5 FEET SOUTH OF FIRST
 GG0434'TELEGRAPH POLE SOUTHEAST OF M.P. 280, TABLET SET IN PRECAST
 GG0434'CONCRETE POST SET AT INTERSECTION OF LEWIS AVENUE WITH M.K.T. RY.
 GG0434
 GG0434                          STATION RECOVERY (1987)
 GG0434
 GG0434'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0434'RECOVERED IN GOOD CONDITION.
 GG0434
 GG0434                          STATION RECOVERY (1988)
 GG0434
 GG0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0434'RECOVERED IN GOOD CONDITION.
 GG0434
 GG0434                          STATION RECOVERY (1994)
 GG0434
 GG0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0020 ***********************************************************************
 FJ0020  DESIGNATION -  K 138
 FJ0020  PID         -  FJ0020
 FJ0020  STATE/COUNTY-  OK/CREEK
 FJ0020  COUNTRY     -  US
 FJ0020  USGS QUAD   -  HEYBURN RESERVOIR (2018)
 FJ0020
 FJ0020                         *CURRENT SURVEY CONTROL
 FJ0020  ______________________________________________________________________
 FJ0020* NAD 83(1986) POSITION- 35 53 50.     (N) 096 18 30.     (W)   SCALED
 FJ0020* NAVD 88 ORTHO HEIGHT -   248.384 (meters)      814.91  (feet) ADJUSTED
 FJ0020  ______________________________________________________________________
 FJ0020  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 FJ0020  DYNAMIC HEIGHT  -        248.162 (meters)      814.18  (feet) COMP
 FJ0020  MODELED GRAVITY -    979,733.2   (mgal)                       NAVD 88
 FJ0020
 FJ0020  VERT ORDER      -  SECOND    CLASS 0
 FJ0020
 FJ0020.The horizontal coordinates were scaled from a map and have
 FJ0020.an estimated accuracy of +/- 6 seconds.
 FJ0020
 FJ0020.The orthometric height was determined by differential leveling and
 FJ0020.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0020.in June 1991.
 FJ0020
 FJ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0020.GEOID18 height accuracy estimate available here.
 FJ0020
 FJ0020.Click photographs - Photos may exist for this station.
 FJ0020
 FJ0020.The dynamic height is computed by dividing the NAVD 88
 FJ0020.geopotential number by the normal gravity value computed on the
 FJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0020.degrees latitude (g = 980.6199 gals.).
 FJ0020
 FJ0020.The modeled gravity was interpolated from observed gravity values.
 FJ0020
 FJ0020;                    North         East    Units  Estimated Accuracy
 FJ0020;SPC OK N     -   100,880.      752,710.      MT  (+/- 180 meters Scaled)
 FJ0020
 FJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE429758(NAD 83)
 FJ0020
 FJ0020                          SUPERSEDED SURVEY CONTROL
 FJ0020
 FJ0020  NGVD 29 (??/??/92)  248.272  (m)          814.54   (f) ADJ UNCH    2 0
 FJ0020
 FJ0020.Superseded values are not recommended for survey control.
 FJ0020
 FJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0020.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0020
 FJ0020_MARKER: DB = BENCH MARK DISK
 FJ0020_SETTING: 80 = SET IN A BOULDER
 FJ0020_STAMPING: K 138 1934
 FJ0020_MARK LOGO: CGS
 FJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0020+STABILITY: SURFACE MOTION
 FJ0020
 FJ0020  HISTORY     - Date     Condition        Report By
 FJ0020  HISTORY     - 1934     MONUMENTED       CGS
 FJ0020
 FJ0020                          STATION DESCRIPTION
 FJ0020
 FJ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0020'6.5 MI SW FROM KELLYVILLE.
 FJ0020'6.5 MILES SOUTHWEST OF, 120 FEET WEST OF M.P. 452-5, 60 FEET EAST
 FJ0020'OF WEST END OF RY. CUT THRU SANDSTONE.  BRONZE TABLET SET
 FJ0020'HORIZONTALLY IN TOP OF SANDSTONE BOULDER ON SIDE OF WALL OF CUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0727 ***********************************************************************
 FH0727  DESIGNATION -  K 139
 FH0727  PID         -  FH0727
 FH0727  STATE/COUNTY-  OK/WAGONER
 FH0727  COUNTRY     -  US
 FH0727  USGS QUAD   -  TAFT (2018)
 FH0727
 FH0727                         *CURRENT SURVEY CONTROL
 FH0727  ______________________________________________________________________
 FH0727* NAD 83(1986) POSITION- 35 51 55.5    (N) 095 31 23.2    (W)   HD_HELD2
 FH0727* NAVD 88 ORTHO HEIGHT -   193.978 (meters)      636.41  (feet) ADJUSTED
 FH0727  ______________________________________________________________________
 FH0727  GEOID HEIGHT    -        -29.377 (meters)                     GEOID18
 FH0727  DYNAMIC HEIGHT  -        193.805 (meters)      635.84  (feet) COMP
 FH0727  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 FH0727
 FH0727  VERT ORDER      -  SECOND    CLASS 0
 FH0727
 FH0727.The horizontal coordinates were established by autonomous hand held GPS
 FH0727.observations and have an estimated accuracy of +/- 10 meters.
 FH0727
 FH0727.The orthometric height was determined by differential leveling and
 FH0727.adjusted by the NATIONAL GEODETIC SURVEY
 FH0727.in June 1991.
 FH0727
 FH0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0727.GEOID18 height accuracy estimate available here.
 FH0727
 FH0727.Click photographs - Photos may exist for this station.
 FH0727
 FH0727.The dynamic height is computed by dividing the NAVD 88
 FH0727.geopotential number by the normal gravity value computed on the
 FH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0727.degrees latitude (g = 980.6199 gals.).
 FH0727
 FH0727.The modeled gravity was interpolated from observed gravity values.
 FH0727
 FH0727;                    North         East    Units  Estimated Accuracy
 FH0727;SPC OK N     -    98,873.      823,671.      MT  (+/- 10 meters HH2 GPS)
 FH0727
 FH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7218871961(NAD 83)
 FH0727
 FH0727                          SUPERSEDED SURVEY CONTROL
 FH0727
 FH0727  NGVD 29 (??/??/92)  193.862  (m)          636.03   (f) ADJ UNCH    2 0
 FH0727
 FH0727.Superseded values are not recommended for survey control.
 FH0727
 FH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0727.See file dsdata.pdf to determine how the superseded data were derived.
 FH0727
 FH0727_MARKER: DB = BENCH MARK DISK
 FH0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0727_SP_SET: TOWER FOOTING
 FH0727_STAMPING: K 139 1934
 FH0727_MARK LOGO: CGS
 FH0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0727
 FH0727  HISTORY     - Date     Condition        Report By
 FH0727  HISTORY     - 1934     MONUMENTED       CGS
 FH0727  HISTORY     - 1960     GOOD             CGS
 FH0727
 FH0727                          STATION DESCRIPTION
 FH0727
 FH0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0727'IN PORTER.
 FH0727'IN THE TOWN OF, AT CITY WATER TOWER ABOUT 850 FEET NORTH OF
 FH0727'MISSOURI, KANSAS, TEXAS RY. STATION, 1 FOOT WEST OF EAST CORNER
 FH0727'OF SOUTHEAST CONCRETE FOOTING TO WATER TOWER, BRONZE TABLET
 FH0727'SET HORIZONTALLY IN TOP OF EAST CORNER OF SOUTHEAST CONCRETE
 FH0727'FOOTING TO PORTER CITY WATER TOWER.
 FH0727
 FH0727                          STATION RECOVERY (1960)
 FH0727
 FH0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0682 ***********************************************************************
 GK0682  DESIGNATION -  K 14
 GK0682  PID         -  GK0682
 GK0682  STATE/COUNTY-  OK/TEXAS
 GK0682  COUNTRY     -  US
 GK0682  USGS QUAD   -  GOODWELL (2018)
 GK0682
 GK0682                         *CURRENT SURVEY CONTROL
 GK0682  ______________________________________________________________________
 GK0682* NAD 83(1986) POSITION- 36 35 41.6    (N) 101 38 00.1    (W)   HD_HELD2
 GK0682* NAVD 88 ORTHO HEIGHT -  1005.979 (meters)     3300.45  (feet) ADJUSTED
 GK0682  ______________________________________________________________________
 GK0682  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 GK0682  DYNAMIC HEIGHT  -       1004.913 (meters)     3296.95  (feet) COMP
 GK0682  MODELED GRAVITY -    979,538.0   (mgal)                       NAVD 88
 GK0682
 GK0682  VERT ORDER      -  FIRST     CLASS II
 GK0682
 GK0682.The horizontal coordinates were established by autonomous hand held GPS
 GK0682.observations and have an estimated accuracy of +/- 10 meters.
 GK0682
 GK0682.The orthometric height was determined by differential leveling and
 GK0682.adjusted by the NATIONAL GEODETIC SURVEY
 GK0682.in June 1991.
 GK0682
 GK0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0682.GEOID18 height accuracy estimate available here.
 GK0682
 GK0682.Click photographs - Photos may exist for this station.
 GK0682
 GK0682.The dynamic height is computed by dividing the NAVD 88
 GK0682.geopotential number by the normal gravity value computed on the
 GK0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0682.degrees latitude (g = 980.6199 gals.).
 GK0682
 GK0682.The modeled gravity was interpolated from observed gravity values.
 GK0682
 GK0682;                    North         East    Units  Estimated Accuracy
 GK0682;SPC OK N     -   183,044.      274,965.      MT  (+/- 10 meters HH2 GPS)
 GK0682
 GK0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6443253162(NAD 83)
 GK0682
 GK0682                          SUPERSEDED SURVEY CONTROL
 GK0682
 GK0682  NGVD 29 (??/??/92) 1005.512  (m)         3298.92   (f) ADJ UNCH    1 2
 GK0682
 GK0682.Superseded values are not recommended for survey control.
 GK0682
 GK0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0682.See file dsdata.pdf to determine how the superseded data were derived.
 GK0682
 GK0682_MARKER: DB = BENCH MARK DISK
 GK0682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GK0682_SP_SET: STEP
 GK0682_STAMPING: K 14 1933
 GK0682_MARK LOGO: CGS
 GK0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0682
 GK0682  HISTORY     - Date     Condition        Report By
 GK0682  HISTORY     - 1933     MONUMENTED       CGS
 GK0682
 GK0682                          STATION DESCRIPTION
 GK0682
 GK0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0682'IN GOODWELL.
 GK0682'AT THE M.E. CHURCH.  SOUTH.  SET IN THE NORTH WEST SIDE OF THE SECOND
 GK0682'STEP FROM BOTTOM OF THE FRONT ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0294 ***********************************************************************
 FH0294  DESIGNATION -  K 140
 FH0294  PID         -  FH0294
 FH0294  STATE/COUNTY-  OK/HASKELL
 FH0294  COUNTRY     -  US
 FH0294  USGS QUAD   -  KEOTA (2018)
 FH0294
 FH0294                         *CURRENT SURVEY CONTROL
 FH0294  ______________________________________________________________________
 FH0294* NAD 83(1986) POSITION- 35 16 52.     (N) 094 58 51.     (W)   SCALED
 FH0294* NAVD 88 ORTHO HEIGHT -   150.797 (meters)      494.74  (feet) ADJUSTED
 FH0294  ______________________________________________________________________
 FH0294  GEOID HEIGHT    -        -30.624 (meters)                     GEOID18
 FH0294  DYNAMIC HEIGHT  -        150.652 (meters)      494.26  (feet) COMP
 FH0294  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 FH0294
 FH0294  VERT ORDER      -  SECOND    CLASS 0
 FH0294
 FH0294.The horizontal coordinates were scaled from a map and have
 FH0294.an estimated accuracy of +/- 6 seconds.
 FH0294
 FH0294.The orthometric height was determined by differential leveling and
 FH0294.adjusted by the NATIONAL GEODETIC SURVEY
 FH0294.in June 1991.
 FH0294
 FH0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0294.GEOID18 height accuracy estimate available here.
 FH0294
 FH0294.Click photographs - Photos may exist for this station.
 FH0294
 FH0294.The dynamic height is computed by dividing the NAVD 88
 FH0294.geopotential number by the normal gravity value computed on the
 FH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0294.degrees latitude (g = 980.6199 gals.).
 FH0294
 FH0294.The modeled gravity was interpolated from observed gravity values.
 FH0294
 FH0294;                    North         East    Units  Estimated Accuracy
 FH0294;SPC OK S     -   220,170.      874,630.      MT  (+/- 180 meters Scaled)
 FH0294
 FH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV198060(NAD 83)
 FH0294
 FH0294                          SUPERSEDED SURVEY CONTROL
 FH0294
 FH0294  NGVD 29 (??/??/92)  150.696  (m)          494.41   (f) ADJ UNCH    2 0
 FH0294
 FH0294.Superseded values are not recommended for survey control.
 FH0294
 FH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0294.See file dsdata.pdf to determine how the superseded data were derived.
 FH0294
 FH0294_MARKER: DB = BENCH MARK DISK
 FH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0294_STAMPING: K 140 1934
 FH0294_MARK LOGO: CGS
 FH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0294+STABILITY: SURFACE MOTION
 FH0294
 FH0294  HISTORY     - Date     Condition        Report By
 FH0294  HISTORY     - 1934     MONUMENTED       CGS
 FH0294  HISTORY     - 1959     GOOD             CGS
 FH0294
 FH0294                          STATION DESCRIPTION
 FH0294
 FH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0294'4.4 MI NW FROM KEOTA.
 FH0294'4.4 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0294'STATION AT KEOTA, HASKELL COUNTY, ABOUT 1800 FEET SOUTHWEST
 FH0294'OF MILEPOST 45, 47.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FH0294'85 FEET SOUTHEAST OF TELEPHONE POLE 8155, AND 2.5 FEET NORTH
 FH0294'OF THE INTERSECTION OF A FENCE WITH THE RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0493 ***********************************************************************
 FJ0493  DESIGNATION -  K 141
 FJ0493  PID         -  FJ0493
 FJ0493  STATE/COUNTY-  OK/GRADY
 FJ0493  COUNTRY     -  US
 FJ0493  USGS QUAD   -  BLANCHARD (2018)
 FJ0493
 FJ0493                         *CURRENT SURVEY CONTROL
 FJ0493  ______________________________________________________________________
 FJ0493* NAD 83(1986) POSITION- 35 08 17.     (N) 097 42 33.     (W)   SCALED
 FJ0493* NAVD 88 ORTHO HEIGHT -   414.932 (meters)     1361.32  (feet) ADJUSTED
 FJ0493  ______________________________________________________________________
 FJ0493  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 FJ0493  DYNAMIC HEIGHT  -        414.520 (meters)     1359.97  (feet) COMP
 FJ0493  MODELED GRAVITY -    979,628.6   (mgal)                       NAVD 88
 FJ0493
 FJ0493  VERT ORDER      -  SECOND    CLASS 0
 FJ0493
 FJ0493.The horizontal coordinates were scaled from a map and have
 FJ0493.an estimated accuracy of +/- 6 seconds.
 FJ0493
 FJ0493.The orthometric height was determined by differential leveling and
 FJ0493.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0493.in June 1991.
 FJ0493
 FJ0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0493.GEOID18 height accuracy estimate available here.
 FJ0493
 FJ0493.Click photographs - Photos may exist for this station.
 FJ0493
 FJ0493.The dynamic height is computed by dividing the NAVD 88
 FJ0493.geopotential number by the normal gravity value computed on the
 FJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0493.degrees latitude (g = 980.6199 gals.).
 FJ0493
 FJ0493.The modeled gravity was interpolated from observed gravity values.
 FJ0493
 FJ0493;                    North         East    Units  Estimated Accuracy
 FJ0493;SPC OK S     -   200,230.      626,500.      MT  (+/- 180 meters Scaled)
 FJ0493
 FJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD175891(NAD 83)
 FJ0493
 FJ0493                          SUPERSEDED SURVEY CONTROL
 FJ0493
 FJ0493  NGVD 29 (??/??/92)  414.810  (m)         1360.92   (f) ADJ UNCH    2 0
 FJ0493
 FJ0493.Superseded values are not recommended for survey control.
 FJ0493
 FJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0493.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0493
 FJ0493_MARKER: DB = BENCH MARK DISK
 FJ0493_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0493_STAMPING: K 141 1934
 FJ0493_MARK LOGO: CGS
 FJ0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0493
 FJ0493  HISTORY     - Date     Condition        Report By
 FJ0493  HISTORY     - 1934     MONUMENTED       CGS
 FJ0493  HISTORY     - 1963     GOOD             USGS
 FJ0493  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0493
 FJ0493                          STATION DESCRIPTION
 FJ0493
 FJ0493'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FJ0493'2.8 MI W FROM BLANCHARD.
 FJ0493'BLANCHARD, 2.8 MILES WEST OF, T. 8 N., R. 5 W., NEAR THE CENTER
 FJ0493'OF THE EAST 1/2 OF SEC. 27, ABOUT 300 FT. SOUTH WEST ALONG ROAD
 FJ0493'FROM CURVE FROM EAST-WEST TO SOUTHWEST, THENCE 35 FT. NORTHWEST
 FJ0493'(NORMAL) FROM THE CENTERLINE OF THE ROAD TO THE MARK, 286 FT.
 FJ0493'SOUTHWEST ALONG NORTH R.O.W. FENCE FROM CENTER OF GATE FOR
 FJ0493'TRACK ROAD LEADING NORTHWEST FROM ROAD FROM DESCRIBED CURVE,
 FJ0493'THENCE 4 FT. NORTHWEST (NORMAL) FROM SAID R.O.W. FENCE TO THE
 FJ0493'MARK, IN CONC. POST PROJECTING 6 INCHES, STANDARD DISK STAMPED
 FJ0493'K 141 1934 PAINTED B.M.
 FJ0493
 FJ0493                          STATION RECOVERY (2022)
 FJ0493
 FJ0493'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0344 ***********************************************************************
 FJ0344  DESIGNATION -  K 143
 FJ0344  PID         -  FJ0344
 FJ0344  STATE/COUNTY-  OK/CLEVELAND
 FJ0344  COUNTRY     -  US
 FJ0344  USGS QUAD   -  MOORE (2018)
 FJ0344
 FJ0344                         *CURRENT SURVEY CONTROL
 FJ0344  ______________________________________________________________________
 FJ0344* NAD 83(1986) POSITION- 35 20 16.     (N) 097 29 04.     (W)   SCALED
 FJ0344* NAVD 88 ORTHO HEIGHT -   379.417 (meters)     1244.80  (feet) ADJUSTED
 FJ0344  ______________________________________________________________________
 FJ0344  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 FJ0344  DYNAMIC HEIGHT  -        379.050 (meters)     1243.60  (feet) COMP
 FJ0344  MODELED GRAVITY -    979,656.0   (mgal)                       NAVD 88
 FJ0344
 FJ0344  VERT ORDER      -  SECOND    CLASS 0
 FJ0344
 FJ0344.The horizontal coordinates were scaled from a map and have
 FJ0344.an estimated accuracy of +/- 6 seconds.
 FJ0344
 FJ0344.The orthometric height was determined by differential leveling and
 FJ0344.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0344.in August 1994.
 FJ0344
 FJ0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0344.GEOID18 height accuracy estimate available here.
 FJ0344
 FJ0344.Click photographs - Photos may exist for this station.
 FJ0344
 FJ0344.The dynamic height is computed by dividing the NAVD 88
 FJ0344.geopotential number by the normal gravity value computed on the
 FJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0344.degrees latitude (g = 980.6199 gals.).
 FJ0344
 FJ0344.The modeled gravity was interpolated from observed gravity values.
 FJ0344
 FJ0344;                    North         East    Units  Estimated Accuracy
 FJ0344;SPC OK S     -   222,470.      646,870.      MT  (+/- 180 meters Scaled)
 FJ0344
 FJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE377115(NAD 83)
 FJ0344
 FJ0344                          SUPERSEDED SURVEY CONTROL
 FJ0344
 FJ0344  NAVD 88 (06/15/91)  379.494  (m)         1245.06   (f) SUPERSEDED  2 0
 FJ0344  NGVD 29 (??/??/92)  379.360  (m)         1244.62   (f) ADJ UNCH    2 0
 FJ0344
 FJ0344.Superseded values are not recommended for survey control.
 FJ0344
 FJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0344.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0344
 FJ0344_MARKER: DB = BENCH MARK DISK
 FJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0344_STAMPING: K 143 1934
 FJ0344_MARK LOGO: CGS
 FJ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0344+STABILITY: SURFACE MOTION
 FJ0344
 FJ0344  HISTORY     - Date     Condition        Report By
 FJ0344  HISTORY     - 1934     MONUMENTED       CGS
 FJ0344  HISTORY     - 19850206 MARK NOT FOUND   USPSQD
 FJ0344  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0344
 FJ0344                          STATION DESCRIPTION
 FJ0344
 FJ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0344'AT MOORE.
 FJ0344'AT MOORE, CLEVELAND COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 FJ0344'FE RAILWAY, 12.6 FEET NORTHEAST OF THE OF THE NORTHEAST CORNER OF
 FJ0344'THE STATION, 15.3 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FJ0344'0.9 FOOT NORTH OF AN EAST-AND-WEST BRICK WALL, AND 0.8 FOOT
 FJ0344'WEST OF A BRICK WALL PARALLELING THE TRACK.  A STANDARD DISK,
 FJ0344'STAMPED K 143 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0344
 FJ0344                          STATION RECOVERY (1985)
 FJ0344
 FJ0344'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0344'MARK NOT FOUND.
 FJ0344
 FJ0344                          STATION RECOVERY (1994)
 FJ0344
 FJ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0293 ***********************************************************************
 FJ0293  DESIGNATION -  K 144
 FJ0293  PID         -  FJ0293
 FJ0293  STATE/COUNTY-  OK/LOGAN
 FJ0293  COUNTRY     -  US
 FJ0293  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0293
 FJ0293                         *CURRENT SURVEY CONTROL
 FJ0293  ______________________________________________________________________
 FJ0293* NAD 83(1986) POSITION- 35 52 39.06   (N) 097 25 47.31   (W)   HD_HELD1
 FJ0293* NAVD 88 ORTHO HEIGHT -   288.191 (meters)      945.51  (feet) ADJUSTED
 FJ0293  ______________________________________________________________________
 FJ0293  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 FJ0293  DYNAMIC HEIGHT  -        287.927 (meters)      944.64  (feet) COMP
 FJ0293  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 FJ0293
 FJ0293  VERT ORDER      -  SECOND    CLASS 0
 FJ0293
 FJ0293.The horizontal coordinates were determined by differentially corrected
 FJ0293.hand held GPS observations or other comparable positioning techniques
 FJ0293.and have an estimated accuracy of +/- 3 meters.
 FJ0293
 FJ0293.The orthometric height was determined by differential leveling and
 FJ0293.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0293.in June 1991.
 FJ0293
 FJ0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0293.GEOID18 height accuracy estimate available here.
 FJ0293
 FJ0293.Click photographs - Photos may exist for this station.
 FJ0293
 FJ0293.The dynamic height is computed by dividing the NAVD 88
 FJ0293.geopotential number by the normal gravity value computed on the
 FJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0293.degrees latitude (g = 980.6199 gals.).
 FJ0293
 FJ0293.The modeled gravity was interpolated from observed gravity values.
 FJ0293
 FJ0293;                    North         East    Units  Estimated Accuracy
 FJ0293;SPC OK N     -    97,513.9     651,487.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0293
 FJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4174171501(NAD 83)
 FJ0293
 FJ0293                          SUPERSEDED SURVEY CONTROL
 FJ0293
 FJ0293  NGVD 29 (??/??/92)  288.064  (m)          945.09   (f) ADJ UNCH    2 0
 FJ0293
 FJ0293.Superseded values are not recommended for survey control.
 FJ0293
 FJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0293.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0293
 FJ0293_MARKER: DB = BENCH MARK DISK
 FJ0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0293_SP_SET: BUILDING
 FJ0293_STAMPING: K 144 1934
 FJ0293_MARK LOGO: CGS
 FJ0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0293+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 FJ0293
 FJ0293  HISTORY     - Date     Condition        Report By
 FJ0293  HISTORY     - 1934     MONUMENTED       CGS
 FJ0293  HISTORY     - 1988     GOOD             USPSQD
 FJ0293  HISTORY     - 1989     GOOD             USPSQD
 FJ0293  HISTORY     - 19960615 GOOD             USPSQD
 FJ0293  HISTORY     - 20110624 GOOD             GEOCAC
 FJ0293  HISTORY     - 20161122 GOOD             OKDOT
 FJ0293
 FJ0293                          STATION DESCRIPTION
 FJ0293
 FJ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0293'AT GUTHRIE.
 FJ0293'AT GUTHRIE, LOGAN COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 FJ0293'RAILWAY STATION, IN THE WALL, 5.5 FEET NORTH OF THE NORTHWEST
 FJ0293'CORNER OF THE TICKET OFFICE, 1.8 FEET SOUTH OF THE SOUTH SIDE OF
 FJ0293'WINDOW, AND 4.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 FJ0293'STAMPED K 144 1934 AND SET VERTICALLY.
 FJ0293
 FJ0293                          STATION RECOVERY (1988)
 FJ0293
 FJ0293'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0293'RECOVERED IN GOOD CONDITION.
 FJ0293
 FJ0293                          STATION RECOVERY (1989)
 FJ0293
 FJ0293'RECOVERY NOTE BY US POWER SQUADRON 1989 (BA)
 FJ0293'RECOVERED IN GOOD CONDITION.
 FJ0293
 FJ0293                          STATION RECOVERY (1996)
 FJ0293
 FJ0293'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0293'RECOVERED IN GOOD CONDITION.
 FJ0293
 FJ0293                          STATION RECOVERY (2011)
 FJ0293
 FJ0293'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ0293'THE DEPOT IS SOUTH OF W OKLAHOMA AVE, NORTH OF W HARRISON AVE, AND
 FJ0293'EAST OF THE BNSF RAILWAY.
 FJ0293
 FJ0293                          STATION RECOVERY (2016)
 FJ0293
 FJ0293'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (AJG)
 FJ0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0300 ***********************************************************************
 FJ0300  DESIGNATION -  K 145
 FJ0300  PID         -  FJ0300
 FJ0300  STATE/COUNTY-  OK/LOGAN
 FJ0300  COUNTRY     -  US
 FJ0300  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0300
 FJ0300                         *CURRENT SURVEY CONTROL
 FJ0300  ______________________________________________________________________
 FJ0300* NAD 83(1986) POSITION- 35 57 53.     (N) 097 24 06.     (W)   SCALED
 FJ0300* NAVD 88 ORTHO HEIGHT -   293.283 (meters)      962.21  (feet) ADJUSTED
 FJ0300  ______________________________________________________________________
 FJ0300  GEOID HEIGHT    -        -27.857 (meters)                     GEOID18
 FJ0300  DYNAMIC HEIGHT  -        293.015 (meters)      961.33  (feet) COMP
 FJ0300  MODELED GRAVITY -    979,711.4   (mgal)                       NAVD 88
 FJ0300
 FJ0300  VERT ORDER      -  SECOND    CLASS 0
 FJ0300
 FJ0300.The horizontal coordinates were scaled from a map and have
 FJ0300.an estimated accuracy of +/- 6 seconds.
 FJ0300
 FJ0300.The orthometric height was determined by differential leveling and
 FJ0300.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0300.in June 1991.
 FJ0300
 FJ0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0300.GEOID18 height accuracy estimate available here.
 FJ0300
 FJ0300.Click photographs - Photos may exist for this station.
 FJ0300
 FJ0300.The dynamic height is computed by dividing the NAVD 88
 FJ0300.geopotential number by the normal gravity value computed on the
 FJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0300.degrees latitude (g = 980.6199 gals.).
 FJ0300
 FJ0300.The modeled gravity was interpolated from observed gravity values.
 FJ0300
 FJ0300;                    North         East    Units  Estimated Accuracy
 FJ0300;SPC OK N     -   107,210.      653,970.      MT  (+/- 180 meters Scaled)
 FJ0300
 FJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE441812(NAD 83)
 FJ0300
 FJ0300                          SUPERSEDED SURVEY CONTROL
 FJ0300
 FJ0300  NGVD 29 (??/??/92)  293.158  (m)          961.80   (f) ADJ UNCH    2 0
 FJ0300
 FJ0300.Superseded values are not recommended for survey control.
 FJ0300
 FJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0300.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0300
 FJ0300_MARKER: DB = BENCH MARK DISK
 FJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0300_STAMPING: K 145 1934
 FJ0300_MARK LOGO: CGS
 FJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0300+STABILITY: SURFACE MOTION
 FJ0300
 FJ0300  HISTORY     - Date     Condition        Report By
 FJ0300  HISTORY     - 1934     MONUMENTED       CGS
 FJ0300  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0300
 FJ0300                          STATION DESCRIPTION
 FJ0300
 FJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0300'6.7 MI NE FROM GUTHRIE.
 FJ0300'6.7 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 FJ0300'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 FJ0300'GUTHRIE, LOGAN COUNTY, ABOUT 350 FEET NORTH OF TRESTLE 73 A,
 FJ0300'ABOUT 250 FEET NORTH OF A ROAD CROSSING, 95 FEET WEST OF THE
 FJ0300'CENTERLINE OF THE OLD ROADBED, AND 3.4 FEET EAST OF A FENCE
 FJ0300'PARALLELING THE ROADBED.  A STANDARD DISK, STAMPED K 145 1934
 FJ0300'AND SET IN THE TOP OF A CONCRETE POST.
 FJ0300
 FJ0300                          STATION RECOVERY (2022)
 FJ0300
 FJ0300'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0567 ***********************************************************************
 FJ0567  DESIGNATION -  K 146
 FJ0567  PID         -  FJ0567
 FJ0567  STATE/COUNTY-  OK/KINGFISHER
 FJ0567  COUNTRY     -  US
 FJ0567  USGS QUAD   -  KINGFISHER (2018)
 FJ0567
 FJ0567                         *CURRENT SURVEY CONTROL
 FJ0567  ______________________________________________________________________
 FJ0567* NAD 83(1986) POSITION- 35 51 08.     (N) 097 55 42.     (W)   SCALED
 FJ0567* NAVD 88 ORTHO HEIGHT -   321.476 (meters)     1054.71  (feet) ADJUSTED
 FJ0567  ______________________________________________________________________
 FJ0567  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 FJ0567  DYNAMIC HEIGHT  -        321.183 (meters)     1053.75  (feet) COMP
 FJ0567  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 FJ0567
 FJ0567  VERT ORDER      -  SECOND    CLASS 0
 FJ0567
 FJ0567.The horizontal coordinates were scaled from a map and have
 FJ0567.an estimated accuracy of +/- 6 seconds.
 FJ0567
 FJ0567.The orthometric height was determined by differential leveling and
 FJ0567.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0567.in June 1991.
 FJ0567
 FJ0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0567.GEOID18 height accuracy estimate available here.
 FJ0567
 FJ0567.Click photographs - Photos may exist for this station.
 FJ0567
 FJ0567.The dynamic height is computed by dividing the NAVD 88
 FJ0567.geopotential number by the normal gravity value computed on the
 FJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0567.degrees latitude (g = 980.6199 gals.).
 FJ0567
 FJ0567.The modeled gravity was interpolated from observed gravity values.
 FJ0567
 FJ0567;                    North         East    Units  Estimated Accuracy
 FJ0567;SPC OK N     -    94,560.      606,470.      MT  (+/- 180 meters Scaled)
 FJ0567
 FJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE967680(NAD 83)
 FJ0567
 FJ0567                          SUPERSEDED SURVEY CONTROL
 FJ0567
 FJ0567  NGVD 29 (??/??/92)  321.344  (m)         1054.28   (f) ADJ UNCH    2 0
 FJ0567
 FJ0567.Superseded values are not recommended for survey control.
 FJ0567
 FJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0567.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0567
 FJ0567_MARKER: DB = BENCH MARK DISK
 FJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0567_STAMPING: K 146 1934
 FJ0567_MARK LOGO: CGS
 FJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0567+STABILITY: SURFACE MOTION
 FJ0567
 FJ0567  HISTORY     - Date     Condition        Report By
 FJ0567  HISTORY     - 1934     MONUMENTED       CGS
 FJ0567  HISTORY     - 1953     MARK NOT FOUND   CGS
 FJ0567  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0567
 FJ0567                          STATION DESCRIPTION
 FJ0567
 FJ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0567'0.6 MI S FROM KINGFISHER.
 FJ0567'0.6 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0567'RAILROAD FROM THE STATION AT KINGFISHER, KINGFISHER COUNTY, 0.3
 FJ0567'MILE SOUTH OF MILEPOST 379, 200 FEET SOUTHEAST OF THE JUNCTION
 FJ0567'OF A BRANCH LINE LEADING TO CASHION, IN THE V FORMED BY THE
 FJ0567'JUNCTION, 75.1 FEET EAST OF THE CENTER LINE OF THE MAINLINE
 FJ0567'TRACK, 41.4 FEET WEST OF THE CENTER LINE OF THE BRANCH-LINE TRACK,
 FJ0567'AND 2.7 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED K 146 1934
 FJ0567'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED
 FJ0567'TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF A PRIVATE
 FJ0567'ROAD.  THIS BRANCH OF THE RAILROAD HAS BEEN ABANDONED.
 FJ0567
 FJ0567                          STATION RECOVERY (1985)
 FJ0567
 FJ0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0567'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0109 ***********************************************************************
 FJ0109  DESIGNATION -  K 149
 FJ0109  PID         -  FJ0109
 FJ0109  STATE/COUNTY-  OK/SEMINOLE
 FJ0109  COUNTRY     -  US
 FJ0109  USGS QUAD   -  SEMINOLE (2018)
 FJ0109
 FJ0109                         *CURRENT SURVEY CONTROL
 FJ0109  ______________________________________________________________________
 FJ0109* NAD 83(1993) POSITION- 35 13 17.60128(N) 096 38 54.00515(W)   ADJUSTED
 FJ0109* NAD 83(1993) ELLIP HT-   233.262 (meters)        (11/28/94)   ADJUSTED
 FJ0109* NAVD 88 ORTHO HEIGHT -   260.166 (meters)      853.56  (feet) ADJUSTED
 FJ0109  ______________________________________________________________________
 FJ0109  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 FJ0109  NAD 83(1993) X  -   -603,938.596 (meters)                     COMP
 FJ0109  NAD 83(1993) Y  - -5,181,401.526 (meters)                     COMP
 FJ0109  NAD 83(1993) Z  -  3,658,108.881 (meters)                     COMP
 FJ0109  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC18
 FJ0109  DYNAMIC HEIGHT  -        259.916 (meters)      852.74  (feet) COMP
 FJ0109  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 FJ0109
 FJ0109  HORZ ORDER      -  SECOND
 FJ0109  VERT ORDER      -  SECOND    CLASS 0
 FJ0109  ELLP ORDER      -  FIFTH     CLASS I
 FJ0109
 FJ0109.The horizontal coordinates were established by GPS observations
 FJ0109.and adjusted by the National Geodetic Survey in November 1994.
 FJ0109
 FJ0109.The orthometric height was determined by differential leveling and
 FJ0109.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0109.in June 1991.
 FJ0109
 FJ0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0109.GEOID18 height accuracy estimate available here.
 FJ0109
 FJ0109.Click photographs - Photos may exist for this station.
 FJ0109
 FJ0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0109
 FJ0109.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0109
 FJ0109.The ellipsoidal height was determined by GPS observations
 FJ0109.and is referenced to NAD 83.
 FJ0109
 FJ0109.The dynamic height is computed by dividing the NAVD 88
 FJ0109.geopotential number by the normal gravity value computed on the
 FJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0109.degrees latitude (g = 980.6199 gals.).
 FJ0109
 FJ0109.The modeled gravity was interpolated from observed gravity values.
 FJ0109
 FJ0109. The following values were computed from the NAD 83(1993) position.
 FJ0109
 FJ0109;                    North         East     Units Scale Factor Converg.
 FJ0109;SPC OK S     -   210,278.569   723,053.569   MT  0.99999769   +0 46 02.0
 FJ0109;SPC OK S     -   689,888.94  2,372,218.25   sFT  0.99999769   +0 46 02.0
 FJ0109;UTM  14      - 3,900,147.349   714,033.602   MT  1.00016460   +1 21 24.5
 FJ0109
 FJ0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0109!SPC OK S     -   0.99996339  x   0.99999769  =   0.99996108
 FJ0109!UTM  14      -   0.99996339  x   1.00016460  =   1.00012798
 FJ0109
 FJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1403300147(NAD 83)
 FJ0109
 FJ0109                          SUPERSEDED SURVEY CONTROL
 FJ0109
 FJ0109  NAD 83(1986)-  35 13 17.60729(N)    096 38 53.99461(W) AD(       ) 2
 FJ0109  NGVD 29 (??/??/92)  260.068  (m)          853.24   (f) ADJ UNCH    2 0
 FJ0109  NGVD 29 (11/30/89)  260.     (m)  RAPSU86  model used  GPS OBS        
 FJ0109
 FJ0109.Superseded values are not recommended for survey control.
 FJ0109
 FJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0109.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0109
 FJ0109_MARKER: DB = BENCH MARK DISK
 FJ0109_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0109_STAMPING: K 149 1934
 FJ0109_MARK LOGO: CGS
 FJ0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0109+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FJ0109
 FJ0109  HISTORY     - Date     Condition        Report By
 FJ0109  HISTORY     - 1934     MONUMENTED       CGS
 FJ0109  HISTORY     - 19890301 GOOD             NGS
 FJ0109
 FJ0109                          STATION DESCRIPTION
 FJ0109
 FJ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0109'1.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FJ0109'FROM THE STATION AT SEMINOLE, SEMINOLE COUNTY, 0.1 MILE
 FJ0109'SOUTHEAST OF BRIDGE 430.0, 130 FEET SOUTHWEST OF THE CENTERLINE
 FJ0109'OF U.S. HIGHWAY 270, 82 FEET SOUTH OF THE CROSSING OF THE
 FJ0109'MAIN TRACK AND A ROAD, 57.5 FEET SOUTHWEST OF THE CENTERLINE OF
 FJ0109'THE TRACK, 33.4 FEET SOUTHEAST OF A POLE, AND 3.2 FEET
 FJ0109'NORTHEAST OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK,
 FJ0109'STAMPED K 149 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0109
 FJ0109                          STATION RECOVERY (1989)
 FJ0109
 FJ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0109'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0109'FOLLOWS.
 FJ0109'
 FJ0109'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) NORTHEAST OF MAUD, 15.3
 FJ0109'KM (9.50 MI) NORTHWEST OF WEWOKA, AND 2.3 KM (1.45 MI) SOUTHEAST OF
 FJ0109'SEMINOLE.  OWNERSHIP--CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.
 FJ0109'
 FJ0109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ0109'HIGHWAY 99 IN SEMINOLE, GO EAST ON HIGHWAY 270 FOR 1.8 KM (1.10 MI)
 FJ0109'TO A PAVED ROAD ON THE RIGHT (OLD HIGHWAY 270).  TURN RIGHT AND GO
 FJ0109'SOUTHEAST ON THE PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 FJ0109'RIGHT AND ACROSS THE TRACKS.
 FJ0109'
 FJ0109'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 FJ0109'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 24.9 M
 FJ0109'(81.7 FT) SOUTHEAST OF A FENCE, 18.8 M (61.7 FT) SOUTHWEST OF THE NEAR
 FJ0109'RAIL, 17.9 M (58.7 FT) WEST-NORTHWEST OF A UTILITY POLE, AND 6.8 M
 FJ0109'(22.3 FT) SOUTHWEST OF A FENCE AND CARSONITE WITNESS POST.  DESCRIBED
 FJ0109'BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0058 ***********************************************************************
 EL0058  DESIGNATION -  K 15
 EL0058  PID         -  EL0058
 EL0058  STATE/COUNTY-  OK/BRYAN
 EL0058  COUNTRY     -  US
 EL0058  USGS QUAD   -  CADDO SOUTH (2018)
 EL0058
 EL0058                         *CURRENT SURVEY CONTROL
 EL0058  ______________________________________________________________________
 EL0058* NAD 83(1986) POSITION- 34 04 14.     (N) 096 19 11.     (W)   SCALED
 EL0058* NAVD 88 ORTHO HEIGHT -   187.028 (meters)      613.61  (feet) ADJUSTED
 EL0058  ______________________________________________________________________
 EL0058  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 EL0058  DYNAMIC HEIGHT  -        186.840 (meters)      612.99  (feet) COMP
 EL0058  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 EL0058
 EL0058  VERT ORDER      -  FIRST     CLASS II
 EL0058
 EL0058.The horizontal coordinates were scaled from a map and have
 EL0058.an estimated accuracy of +/- 6 seconds.
 EL0058
 EL0058.The orthometric height was determined by differential leveling and
 EL0058.adjusted by the NATIONAL GEODETIC SURVEY
 EL0058.in June 1991.
 EL0058
 EL0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0058.GEOID18 height accuracy estimate available here.
 EL0058
 EL0058.Click photographs - Photos may exist for this station.
 EL0058
 EL0058.The dynamic height is computed by dividing the NAVD 88
 EL0058.geopotential number by the normal gravity value computed on the
 EL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0058.degrees latitude (g = 980.6199 gals.).
 EL0058
 EL0058.The modeled gravity was interpolated from observed gravity values.
 EL0058
 EL0058;                    North         East    Units  Estimated Accuracy
 EL0058;SPC OK S     -    83,070.      755,090.      MT  (+/- 180 meters Scaled)
 EL0058
 EL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC473732(NAD 83)
 EL0058
 EL0058                          SUPERSEDED SURVEY CONTROL
 EL0058
 EL0058  NGVD 29 (??/??/92)  186.966  (m)          613.40   (f) ADJ UNCH    1 2
 EL0058
 EL0058.Superseded values are not recommended for survey control.
 EL0058
 EL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0058.See file dsdata.pdf to determine how the superseded data were derived.
 EL0058
 EL0058_MARKER: DB = BENCH MARK DISK
 EL0058_STAMPING: K 15 1933
 EL0058_MARK LOGO: CGS
 EL0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0058
 EL0058  HISTORY     - Date     Condition        Report By
 EL0058  HISTORY     - 1933     MONUMENTED       CGS
 EL0058  HISTORY     - 1935     MARK NOT FOUND   USGS
 EL0058
 EL0058                          STATION DESCRIPTION
 EL0058
 EL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0058'5.3 MI S FROM CADDO.
 EL0058'ON THE M-K-T RAILROAD, ABOUT 500 FEET NORTH OF MILE POLE 635,
 EL0058'ABOUT 100 FEET SOUTH OF RAILROAD CROSSING, AND ABOUT 45 FEET
 EL0058'EAST OF THE EAST TRACK, SET IN LINE WITH THE TELEGRAPH POLES.
 EL0058
 EL0058                          STATION RECOVERY (1935)
 EL0058
 EL0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 EL0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0254 ***********************************************************************
 GK0254  DESIGNATION -  K 15
 GK0254  PID         -  GK0254
 GK0254  STATE/COUNTY-  OK/TEXAS
 GK0254  COUNTRY     -  US
 GK0254  USGS QUAD   -  HOOKER NW (2018)
 GK0254
 GK0254                         *CURRENT SURVEY CONTROL
 GK0254  ______________________________________________________________________
 GK0254* NAD 83(1986) POSITION- 36 53 51.     (N) 101 09 11.     (W)   SCALED
 GK0254* NAVD 88 ORTHO HEIGHT -   901.059 (meters)     2956.22  (feet) ADJUSTED
 GK0254  ______________________________________________________________________
 GK0254  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 GK0254  DYNAMIC HEIGHT  -        900.154 (meters)     2953.26  (feet) COMP
 GK0254  MODELED GRAVITY -    979,596.1   (mgal)                       NAVD 88
 GK0254
 GK0254  VERT ORDER      -  FIRST     CLASS II
 GK0254
 GK0254.The horizontal coordinates were scaled from a map and have
 GK0254.an estimated accuracy of +/- 6 seconds.
 GK0254
 GK0254.The orthometric height was determined by differential leveling and
 GK0254.adjusted by the NATIONAL GEODETIC SURVEY
 GK0254.in June 1991.
 GK0254
 GK0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0254.GEOID18 height accuracy estimate available here.
 GK0254
 GK0254.Click photographs - Photos may exist for this station.
 GK0254
 GK0254.The dynamic height is computed by dividing the NAVD 88
 GK0254.geopotential number by the normal gravity value computed on the
 GK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0254.degrees latitude (g = 980.6199 gals.).
 GK0254
 GK0254.The modeled gravity was interpolated from observed gravity values.
 GK0254
 GK0254;                    North         East    Units  Estimated Accuracy
 GK0254;SPC OK N     -   215,110.      319,010.      MT  (+/- 180 meters Scaled)
 GK0254
 GK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF081856(NAD 83)
 GK0254
 GK0254                          SUPERSEDED SURVEY CONTROL
 GK0254
 GK0254  NGVD 29 (??/??/92)  900.647  (m)         2954.87   (f) ADJ UNCH    1 2
 GK0254
 GK0254.Superseded values are not recommended for survey control.
 GK0254
 GK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0254.See file dsdata.pdf to determine how the superseded data were derived.
 GK0254
 GK0254_MARKER: DB = BENCH MARK DISK
 GK0254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0254_SP_SET: BOX CULVERT HEADWALL
 GK0254_STAMPING: K 15 1933
 GK0254_MARK LOGO: CGS
 GK0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0254+STABILITY: SURFACE MOTION
 GK0254
 GK0254  HISTORY     - Date     Condition        Report By
 GK0254  HISTORY     - 1933     MONUMENTED       CGS
 GK0254  HISTORY     - 1963     GOOD
 GK0254
 GK0254                          STATION DESCRIPTION
 GK0254
 GK0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0254'4.1 MI NE FROM HOOKER.
 GK0254'4.1 MILES NORTHEAST OF HOOKER DEPOT ALONG THE ROCK ISLAND RAIL ROAD 8
 GK0254'POLES SOUTH WEST OF MILE POLE NO. 450.  SET IN NORTH EAST END OF THE
 GK0254'NORTH WEST HEADWALL OF A HIGHWAY 6 FT. CONCRETE BOX CULVERT 90 FT.
 GK0254'SOUTH EAST OF THE CENTER LINE OF TRACK.
 GK0254
 GK0254                          STATION RECOVERY (1963)
 GK0254
 GK0254'RECOVERED 1963
 GK0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0090 ***********************************************************************
 FJ0090  DESIGNATION -  K 150
 FJ0090  PID         -  FJ0090
 FJ0090  STATE/COUNTY-  OK/HUGHES
 FJ0090  COUNTRY     -  US
 FJ0090  USGS QUAD   -  LAKE HOLDENVILLE (2018)
 FJ0090
 FJ0090                         *CURRENT SURVEY CONTROL
 FJ0090  ______________________________________________________________________
 FJ0090* NAD 83(1986) POSITION- 35 00 34.     (N) 096 20 41.     (W)   SCALED
 FJ0090* NAVD 88 ORTHO HEIGHT -   225.657 (meters)      740.34  (feet) ADJUSTED
 FJ0090  ______________________________________________________________________
 FJ0090  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 FJ0090  DYNAMIC HEIGHT  -        225.436 (meters)      739.62  (feet) COMP
 FJ0090  MODELED GRAVITY -    979,650.4   (mgal)                       NAVD 88
 FJ0090
 FJ0090  VERT ORDER      -  SECOND    CLASS 0
 FJ0090
 FJ0090.The horizontal coordinates were scaled from a map and have
 FJ0090.an estimated accuracy of +/- 6 seconds.
 FJ0090
 FJ0090.The orthometric height was determined by differential leveling and
 FJ0090.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0090.in June 1991.
 FJ0090
 FJ0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0090.GEOID18 height accuracy estimate available here.
 FJ0090
 FJ0090.Click photographs - Photos may exist for this station.
 FJ0090
 FJ0090.The dynamic height is computed by dividing the NAVD 88
 FJ0090.geopotential number by the normal gravity value computed on the
 FJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0090.degrees latitude (g = 980.6199 gals.).
 FJ0090
 FJ0090.The modeled gravity was interpolated from observed gravity values.
 FJ0090
 FJ0090;                    North         East    Units  Estimated Accuracy
 FJ0090;SPC OK S     -   187,160.      751,080.      MT  (+/- 180 meters Scaled)
 FJ0090
 FJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD423773(NAD 83)
 FJ0090
 FJ0090                          SUPERSEDED SURVEY CONTROL
 FJ0090
 FJ0090  NGVD 29 (??/??/92)  225.545  (m)          739.98   (f) ADJ UNCH    2 0
 FJ0090
 FJ0090.Superseded values are not recommended for survey control.
 FJ0090
 FJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0090.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0090
 FJ0090_MARKER: DB = BENCH MARK DISK
 FJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0090_STAMPING: K 150 1934
 FJ0090_MARK LOGO: CGS
 FJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0090+STABILITY: SURFACE MOTION
 FJ0090
 FJ0090  HISTORY     - Date     Condition        Report By
 FJ0090  HISTORY     - 1934     MONUMENTED       CGS
 FJ0090
 FJ0090                          STATION DESCRIPTION
 FJ0090
 FJ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0090'6.3 MI NW FROM CALVIN.
 FJ0090'6.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0090'RAILWAY FROM THE STATION AT CALVIN, HUGHES COUNTY, 0.4 MILE
 FJ0090'EAST OF MILEPOST 404, AT A FARM-ROAD CROSSING, 40.7 FEET NORTH
 FJ0090'OF THE CENTERLINE OF THE TRACK, 8 FEET WEST OF THE CENTERLINE
 FJ0090'OF THE ROAD, AND 8.1 FEET SOUTH OF THE WEST END OF AN IRON GATE.
 FJ0090'A STANDARD DISK, STAMPED K 150 1934 AND SET IN THE TOP OF A
 FJ0090'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0101 ***********************************************************************
 EM0101  DESIGNATION -  K 151
 EM0101  PID         -  EM0101
 EM0101  STATE/COUNTY-  OK/TILLMAN
 EM0101  COUNTRY     -  US
 EM0101  USGS QUAD   -  HOLLISTER (2018)
 EM0101
 EM0101                         *CURRENT SURVEY CONTROL
 EM0101  ______________________________________________________________________
 EM0101* NAD 83(1986) POSITION- 34 18 11.64   (N) 098 46 10.42   (W)   HD_HELD1
 EM0101* NAVD 88 ORTHO HEIGHT -   327.476 (meters)     1074.39  (feet) ADJUSTED
 EM0101  ______________________________________________________________________
 EM0101  GEOID HEIGHT    -        -27.213 (meters)                     GEOID18
 EM0101  DYNAMIC HEIGHT  -        327.123 (meters)     1073.24  (feet) COMP
 EM0101  MODELED GRAVITY -    979,548.6   (mgal)                       NAVD 88
 EM0101
 EM0101  VERT ORDER      -  SECOND    CLASS 0
 EM0101
 EM0101.The horizontal coordinates were determined by differentially corrected
 EM0101.hand held GPS observations or other comparable positioning techniques
 EM0101.and have an estimated accuracy of +/- 3 meters.
 EM0101
 EM0101.The orthometric height was determined by differential leveling and
 EM0101.adjusted by the NATIONAL GEODETIC SURVEY
 EM0101.in June 1991.
 EM0101
 EM0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0101.GEOID18 height accuracy estimate available here.
 EM0101
 EM0101.Click photographs - Photos may exist for this station.
 EM0101
 EM0101.The dynamic height is computed by dividing the NAVD 88
 EM0101.geopotential number by the normal gravity value computed on the
 EM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0101.degrees latitude (g = 980.6199 gals.).
 EM0101
 EM0101.The modeled gravity was interpolated from observed gravity values.
 EM0101
 EM0101;                    North         East    Units  Estimated Accuracy
 EM0101;SPC OK S     -   107,854.4     529,162.3     MT  (+/- 3 meters HH1 GPS) 
 EM0101
 EM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2120495802(NAD 83)
 EM0101
 EM0101                          SUPERSEDED SURVEY CONTROL
 EM0101
 EM0101  NGVD 29 (??/??/92)  327.359  (m)         1074.01   (f) ADJ UNCH    2 0
 EM0101
 EM0101.Superseded values are not recommended for survey control.
 EM0101
 EM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0101.See file dsdata.pdf to determine how the superseded data were derived.
 EM0101
 EM0101_MARKER: DB = BENCH MARK DISK
 EM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0101_STAMPING: K 151 1934
 EM0101_MARK LOGO: CGS
 EM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0101+STABILITY: SURFACE MOTION
 EM0101
 EM0101  HISTORY     - Date     Condition        Report By
 EM0101  HISTORY     - 1934     MONUMENTED       CGS
 EM0101  HISTORY     - 1963     GOOD             CGS
 EM0101
 EM0101                          STATION DESCRIPTION
 EM0101
 EM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0101'IN LOVELAND.
 EM0101'105 FEET NORTH OF NORTHEAST WALL OF LOVELAND CO-OP. ELEVATOR.  71 FEET
 EM0101'NORTH OF NORTH CORNER OF LOVELAND RAILROAD STATION.  63.4 FEET
 EM0101'NORTHWEST OF NORTHWEST WALL OF STATION AGENTS HOUSE.  36.4 FEET
 EM0101'NORTHEAST OF CENTERLINE OF MO.KANS.TEXAS R.R. MAIN LINE TRACK.  2.5
 EM0101'FEET SOUTHEAST OF WESTERN UNION TELE. POLE NO. 8.
 EM0101
 EM0101                          STATION RECOVERY (1963)
 EM0101
 EM0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0061 ***********************************************************************
 EM0061  DESIGNATION -  K 152
 EM0061  PID         -  EM0061
 EM0061  STATE/COUNTY-  OK/COTTON
 EM0061  COUNTRY     -  US
 EM0061  USGS QUAD   -  WALTERS (2018)
 EM0061
 EM0061                         *CURRENT SURVEY CONTROL
 EM0061  ______________________________________________________________________
 EM0061* NAD 83(1986) POSITION- 34 18 41.     (N) 098 17 20.     (W)   SCALED
 EM0061* NAVD 88 ORTHO HEIGHT -   294.619 (meters)      966.60  (feet) POSTED
 EM0061  ______________________________________________________________________
 EM0061  GEOID HEIGHT    -        -25.487 (meters)                     GEOID18
 EM0061  DYNAMIC HEIGHT  -        294.33  (meters)      965.6   (feet) COMP
 EM0061  MODELED GRAVITY -    979,636.6   (mgal)                       NAVD 88
 EM0061
 EM0061  VERT ORDER      -  * POSTED, SEE BELOW
 EM0061
 EM0061.The horizontal coordinates were scaled from a map and have
 EM0061.an estimated accuracy of +/- 6 seconds.
 EM0061
 EM0061.The orthometric height was determined by differential leveling
 EM0061.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0061
 EM0061.* This is a POSTED BENCH MARK height.
 EM0061
 EM0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0061.GEOID18 height accuracy estimate available here.
 EM0061
 EM0061.Click photographs - Photos may exist for this station.
 EM0061
 EM0061.The dynamic height is computed by dividing the NAVD 88
 EM0061.geopotential number by the normal gravity value computed on the
 EM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0061.degrees latitude (g = 980.6199 gals.).
 EM0061
 EM0061.The modeled gravity was interpolated from observed gravity values.
 EM0061
 EM0061;                    North         East    Units  Estimated Accuracy
 EM0061;SPC OK S     -   108,530.      573,410.      MT  (+/- 180 meters Scaled)
 EM0061
 EM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC654969(NAD 83)
 EM0061
 EM0061                          SUPERSEDED SURVEY CONTROL
 EM0061
 EM0061  NGVD 29 (??/??/92)  294.558  (m)          966.40   (f) ADJ UNCH    2 0
 EM0061
 EM0061.Superseded values are not recommended for survey control.
 EM0061
 EM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0061.See file dsdata.pdf to determine how the superseded data were derived.
 EM0061
 EM0061_MARKER: DB = BENCH MARK DISK
 EM0061_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0061_STAMPING: K 152 1934
 EM0061_MARK LOGO: CGS
 EM0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0061
 EM0061  HISTORY     - Date     Condition        Report By
 EM0061  HISTORY     - 1934     MONUMENTED       CGS
 EM0061  HISTORY     - 1963     GOOD             CGS
 EM0061  HISTORY     - 20180801 POOR             OKDOT
 EM0061  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 EM0061
 EM0061                          STATION DESCRIPTION
 EM0061
 EM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0061'4.1 MI NW FROM TEMPLE.
 EM0061'4.1 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY, FROM DEPOT 3.4 MILES
 EM0061'SOUTHEAST OF WALTERS DEPOT.  0.5 MILE NORTHWEST OF A STEEL RAILROAD
 EM0061'BRIDGE OVER CACHE CREEK.  0.2 MILE SOUTHWEST OF TWO INDIAN HOMES IN
 EM0061'FENCED AREA. UNDER TELEPHONE LINE. 57 FEET SOUTHEAST OF TELEPHONE
 EM0061'POLE.  42 FEET EAST OF CENTER OF TRACKS.  8 FEET SOUTHWEST OF RIGHT OF
 EM0061'WAY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EM0061
 EM0061                          STATION RECOVERY (1963)
 EM0061
 EM0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0061'RECOVERED IN GOOD CONDITION.
 EM0061
 EM0061                          STATION RECOVERY (2018)
 EM0061
 EM0061'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EM0061'THE MARK IS MUTILATED AND UNUSABLE.
 EM0061
 EM0061                          STATION RECOVERY (2022)
 EM0061
 EM0061'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EM0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0077 ***********************************************************************
 EM0077  DESIGNATION -  K 153
 EM0077  PID         -  EM0077
 EM0077  STATE/COUNTY-  OK/COTTON
 EM0077  COUNTRY     -  US
 EM0077  USGS QUAD   -  WALTERS (2018)
 EM0077
 EM0077                         *CURRENT SURVEY CONTROL
 EM0077  ______________________________________________________________________
 EM0077* NAD 83(1986) POSITION- 34 21 42.     (N) 098 20 50.     (W)   SCALED
 EM0077* NAVD 88 ORTHO HEIGHT -   321.733 (meters)     1055.55  (feet) ADJUSTED
 EM0077  ______________________________________________________________________
 EM0077  GEOID HEIGHT    -        -25.502 (meters)                     GEOID18
 EM0077  DYNAMIC HEIGHT  -        321.415 (meters)     1054.51  (feet) COMP
 EM0077  MODELED GRAVITY -    979,635.6   (mgal)                       NAVD 88
 EM0077
 EM0077  VERT ORDER      -  SECOND    CLASS 0
 EM0077
 EM0077.The horizontal coordinates were scaled from a map and have
 EM0077.an estimated accuracy of +/- 6 seconds.
 EM0077
 EM0077.The orthometric height was determined by differential leveling and
 EM0077.adjusted by the NATIONAL GEODETIC SURVEY
 EM0077.in June 1991.
 EM0077
 EM0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0077.GEOID18 height accuracy estimate available here.
 EM0077
 EM0077.Click photographs - Photos may exist for this station.
 EM0077
 EM0077.The dynamic height is computed by dividing the NAVD 88
 EM0077.geopotential number by the normal gravity value computed on the
 EM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0077.degrees latitude (g = 980.6199 gals.).
 EM0077
 EM0077.The modeled gravity was interpolated from observed gravity values.
 EM0077
 EM0077;                    North         East    Units  Estimated Accuracy
 EM0077;SPC OK S     -   114,120.      568,060.      MT  (+/- 180 meters Scaled)
 EM0077
 EM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND600024(NAD 83)
 EM0077
 EM0077                          SUPERSEDED SURVEY CONTROL
 EM0077
 EM0077  NGVD 29 (??/??/92)  321.667  (m)         1055.34   (f) ADJ UNCH    2 0
 EM0077
 EM0077.Superseded values are not recommended for survey control.
 EM0077
 EM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0077.See file dsdata.pdf to determine how the superseded data were derived.
 EM0077
 EM0077_MARKER: DB = BENCH MARK DISK
 EM0077_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0077_STAMPING: K 153 1934
 EM0077_MARK LOGO: CGS
 EM0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0077
 EM0077  HISTORY     - Date     Condition        Report By
 EM0077  HISTORY     - 1934     MONUMENTED       CGS
 EM0077  HISTORY     - 1971     GOOD             OKDH
 EM0077  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0077
 EM0077                          STATION DESCRIPTION
 EM0077
 EM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0077'2.4 MI W FROM WALTERS.
 EM0077'2.4 MILES WEST OF WALTERS WATER TANK, ALONG U.S. HWY 70 SOUTHEAST
 EM0077'CORNER OF INTERSECTION.  78 FEET SOUTHEAST OF SOUTH END OF CONCRETE
 EM0077'HIGHWAY CULVERT.  56 FEET SOUTH OF CENTERLINE OF U.S. HWY. 70.  37.4
 EM0077'FEET EAST OF CENTERLINE OF CROSS SECTION ROAD.  3.2 FEET SOUTHEAST OF
 EM0077'NORTHWEST FENCE CORNER. TABLET SET IN PRECAST CONCRETE POST.
 EM0077
 EM0077                          STATION RECOVERY (1971)
 EM0077
 EM0077'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0077'RECOVERED IN GOOD CONDITION.
 EM0077
 EM0077                          STATION RECOVERY (1987)
 EM0077
 EM0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0517 ***********************************************************************
 EL0517  DESIGNATION -  K 155
 EL0517  PID         -  EL0517
 EL0517  STATE/COUNTY-  OK/STEPHENS
 EL0517  COUNTRY     -  US
 EL0517  USGS QUAD   -  VELMA (2018)
 EL0517
 EL0517                         *CURRENT SURVEY CONTROL
 EL0517  ______________________________________________________________________
 EL0517* NAD 83(1986) POSITION- 34 27 35.79   (N) 097 40 25.37   (W)   HD_HELD1
 EL0517* NAVD 88 ORTHO HEIGHT -   318.301 (meters)     1044.29  (feet) ADJUSTED
 EL0517  ______________________________________________________________________
 EL0517  GEOID HEIGHT    -        -25.795 (meters)                     GEOID18
 EL0517  DYNAMIC HEIGHT  -        317.971 (meters)     1043.21  (feet) COMP
 EL0517  MODELED GRAVITY -    979,589.6   (mgal)                       NAVD 88
 EL0517
 EL0517  VERT ORDER      -  SECOND    CLASS 0
 EL0517
 EL0517.The horizontal coordinates were determined by differentially corrected
 EL0517.hand held GPS observations or other comparable positioning techniques
 EL0517.and have an estimated accuracy of +/- 3 meters.
 EL0517
 EL0517.The orthometric height was determined by differential leveling and
 EL0517.adjusted by the NATIONAL GEODETIC SURVEY
 EL0517.in June 1991.
 EL0517
 EL0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0517.GEOID18 height accuracy estimate available here.
 EL0517
 EL0517.Click photographs - Photos may exist for this station.
 EL0517
 EL0517.The dynamic height is computed by dividing the NAVD 88
 EL0517.geopotential number by the normal gravity value computed on the
 EL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0517.degrees latitude (g = 980.6199 gals.).
 EL0517
 EL0517.The modeled gravity was interpolated from observed gravity values.
 EL0517
 EL0517;                    North         East    Units  Estimated Accuracy
 EL0517;SPC OK S     -   125,015.4     629,978.5     MT  (+/- 3 meters HH1 GPS) 
 EL0517
 EL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2181913953(NAD 83)
 EL0517
 EL0517                          SUPERSEDED SURVEY CONTROL
 EL0517
 EL0517  NGVD 29 (??/??/92)  318.210  (m)         1043.99   (f) ADJ UNCH    2 0
 EL0517
 EL0517.Superseded values are not recommended for survey control.
 EL0517
 EL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0517.See file dsdata.pdf to determine how the superseded data were derived.
 EL0517
 EL0517_MARKER: DB = BENCH MARK DISK
 EL0517_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0517_STAMPING: K 155 1934
 EL0517_MARK LOGO: CGS
 EL0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0517+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0517
 EL0517  HISTORY     - Date     Condition        Report By
 EL0517  HISTORY     - 1934     MONUMENTED       CGS
 EL0517  HISTORY     - 20180711 GOOD             OKDOT
 EL0517
 EL0517                          STATION DESCRIPTION
 EL0517
 EL0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0517'IN VELMA.
 EL0517'222 FEET SOUTHEAST OF SOUTHEAST CORNER OF VELMA POST OFFICE
 EL0517'BUILDING, 56.7 FEET NORTHWEST OF OAK TREE 4 FT. IN DIAMETER
 EL0517'AT BASE, 52.3 FEET NORTHWEST OF NORTHWEST CORNER OF C.E. MARTIN
 EL0517'HOME, 42 FEET EAST OF CENTERLINE OF STATE HWY. 22, 32 FEET
 EL0517'SOUTH OF CENTERLINE OF CROSS ROAD, 3.8 FEET SOUTH OF NORTHWEST
 EL0517'FENCE CORNER, 1.4 FT. WEST OF FENCE.  TABLET SET IN PRECAST
 EL0517'CONCRETE POST.
 EL0517
 EL0517                          STATION RECOVERY (2018)
 EL0517
 EL0517'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0190 ***********************************************************************
 EL0190  DESIGNATION -  K 156
 EL0190  PID         -  EL0190
 EL0190  STATE/COUNTY-  OK/JOHNSTON
 EL0190  COUNTRY     -  US
 EL0190  USGS QUAD   -  MILL CREEK (2018)
 EL0190
 EL0190                         *CURRENT SURVEY CONTROL
 EL0190  ______________________________________________________________________
 EL0190* NAD 83(1986) POSITION- 34 24 15.     (N) 096 49 44.     (W)   SCALED
 EL0190* NAVD 88 ORTHO HEIGHT -   308.145 (meters)     1010.97  (feet) ADJUSTED
 EL0190  ______________________________________________________________________
 EL0190  GEOID HEIGHT    -        -25.380 (meters)                     GEOID18
 EL0190  DYNAMIC HEIGHT  -        307.841 (meters)     1009.98  (feet) COMP
 EL0190  MODELED GRAVITY -    979,640.3   (mgal)                       NAVD 88
 EL0190
 EL0190  VERT ORDER      -  SECOND    CLASS 0
 EL0190
 EL0190.The horizontal coordinates were scaled from a map and have
 EL0190.an estimated accuracy of +/- 6 seconds.
 EL0190
 EL0190.The orthometric height was determined by differential leveling and
 EL0190.adjusted by the NATIONAL GEODETIC SURVEY
 EL0190.in June 1991.
 EL0190
 EL0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0190.GEOID18 height accuracy estimate available here.
 EL0190
 EL0190.Click photographs - Photos may exist for this station.
 EL0190
 EL0190.The dynamic height is computed by dividing the NAVD 88
 EL0190.geopotential number by the normal gravity value computed on the
 EL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0190.degrees latitude (g = 980.6199 gals.).
 EL0190
 EL0190.The modeled gravity was interpolated from observed gravity values.
 EL0190
 EL0190;                    North         East    Units  Estimated Accuracy
 EL0190;SPC OK S     -   119,410.      707,670.      MT  (+/- 180 meters Scaled)
 EL0190
 EL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD995091(NAD 83)
 EL0190
 EL0190                          SUPERSEDED SURVEY CONTROL
 EL0190
 EL0190  NGVD 29 (??/??/92)  308.083  (m)         1010.77   (f) ADJ UNCH    2 0
 EL0190
 EL0190.Superseded values are not recommended for survey control.
 EL0190
 EL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0190.See file dsdata.pdf to determine how the superseded data were derived.
 EL0190
 EL0190_MARKER: DB = BENCH MARK DISK
 EL0190_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0190_STAMPING: K 156 1934
 EL0190_MARK LOGO: CGS
 EL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0190
 EL0190  HISTORY     - Date     Condition        Report By
 EL0190  HISTORY     - 1934     MONUMENTED       CGS
 EL0190
 EL0190                          STATION DESCRIPTION
 EL0190
 EL0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0190'AT MILL CREEK.
 EL0190'AT MILL CREEK, JOHNSTON COUNTY, 279 FEET SOUTH OF THE SOUTH END
 EL0190'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, AT A ROAD CROSSING,
 EL0190'80 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH OF A
 EL0190'SMALL CONCRETE CULVERT, 9.2 FEET NORTHWEST OF A FIRE HYDRANT,
 EL0190'3.8 FEET SOUTH OF THE SOUTHEAST PEDESTAL OF THE WATER TANK, AND
 EL0190'16.3 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 EL0190'DISK, STAMPED K 156 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0543 ***********************************************************************
 EK0543  DESIGNATION -  K 158
 EK0543  PID         -  EK0543
 EK0543  STATE/COUNTY-  OK/ATOKA
 EK0543  COUNTRY     -  US
 EK0543  USGS QUAD   -  LANE (2019)
 EK0543
 EK0543                         *CURRENT SURVEY CONTROL
 EK0543  ______________________________________________________________________
 EK0543* NAD 83(1986) POSITION- 34 16 47.     (N) 095 56 48.     (W)   SCALED
 EK0543* NAVD 88 ORTHO HEIGHT -   173.571 (meters)      569.46  (feet) ADJUSTED
 EK0543  ______________________________________________________________________
 EK0543  GEOID HEIGHT    -        -28.887 (meters)                     GEOID18
 EK0543  DYNAMIC HEIGHT  -        173.388 (meters)      568.86  (feet) COMP
 EK0543  MODELED GRAVITY -    979,575.9   (mgal)                       NAVD 88
 EK0543
 EK0543  VERT ORDER      -  SECOND    CLASS 0
 EK0543
 EK0543.The horizontal coordinates were scaled from a map and have
 EK0543.an estimated accuracy of +/- 6 seconds.
 EK0543
 EK0543.The orthometric height was determined by differential leveling and
 EK0543.adjusted by the NATIONAL GEODETIC SURVEY
 EK0543.in June 1991.
 EK0543
 EK0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0543.GEOID18 height accuracy estimate available here.
 EK0543
 EK0543.Click photographs - Photos may exist for this station.
 EK0543
 EK0543.The dynamic height is computed by dividing the NAVD 88
 EK0543.geopotential number by the normal gravity value computed on the
 EK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0543.degrees latitude (g = 980.6199 gals.).
 EK0543
 EK0543.The modeled gravity was interpolated from observed gravity values.
 EK0543
 EK0543;                    North         East    Units  Estimated Accuracy
 EK0543;SPC OK S     -   106,900.      789,050.      MT  (+/- 180 meters Scaled)
 EK0543
 EK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT287971(NAD 83)
 EK0543
 EK0543                          SUPERSEDED SURVEY CONTROL
 EK0543
 EK0543  NGVD 29 (??/??/92)  173.490  (m)          569.19   (f) ADJ UNCH    2 0
 EK0543
 EK0543.Superseded values are not recommended for survey control.
 EK0543
 EK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0543.See file dsdata.pdf to determine how the superseded data were derived.
 EK0543
 EK0543_MARKER: DB = BENCH MARK DISK
 EK0543_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0543_STAMPING: K 158 1934
 EK0543_MARK LOGO: CGS
 EK0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0543
 EK0543  HISTORY     - Date     Condition        Report By
 EK0543  HISTORY     - 1934     MONUMENTED       CGS
 EK0543
 EK0543                          STATION DESCRIPTION
 EK0543
 EK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0543'2.7 MI SE FROM LANE.
 EK0543'2.7 MILES SOUTHEAST OF LANE POST OFFICE, ALONG ST. HWY 19 ABOUT
 EK0543'0.1 MILE SOUTH OF SOUTH END OF HIGHWAY CURVE ON TOP OF SMALL
 EK0543'KNOLL, 150 FEET SOUTHWEST OF PICKET FENCED FARM HOUSE YARD, 50
 EK0543'FEET SOUTHWEST OF CENTERLINE OF STATE HWY. 19.  TABLET SET IN
 EK0543'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0623 ***********************************************************************
 EK0623  DESIGNATION -  K 159
 EK0623  PID         -  EK0623
 EK0623  STATE/COUNTY-  OK/PITTSBURG
 EK0623  COUNTRY     -  US
 EK0623  USGS QUAD   -  PITTSBURG (2018)
 EK0623
 EK0623                         *CURRENT SURVEY CONTROL
 EK0623  ______________________________________________________________________
 EK0623* NAD 83(1986) POSITION- 34 44 39.     (N) 095 47 48.     (W)   SCALED
 EK0623* NAVD 88 ORTHO HEIGHT -   225.999 (meters)      741.47  (feet) ADJUSTED
 EK0623  ______________________________________________________________________
 EK0623  GEOID HEIGHT    -        -29.986 (meters)                     GEOID18
 EK0623  DYNAMIC HEIGHT  -        225.765 (meters)      740.70  (feet) COMP
 EK0623  MODELED GRAVITY -    979,594.5   (mgal)                       NAVD 88
 EK0623
 EK0623  VERT ORDER      -  SECOND    CLASS 0
 EK0623
 EK0623.The horizontal coordinates were scaled from a map and have
 EK0623.an estimated accuracy of +/- 6 seconds.
 EK0623
 EK0623.The orthometric height was determined by differential leveling and
 EK0623.adjusted by the NATIONAL GEODETIC SURVEY
 EK0623.in June 1991.
 EK0623
 EK0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0623.GEOID18 height accuracy estimate available here.
 EK0623
 EK0623.Click photographs - Photos may exist for this station.
 EK0623
 EK0623.The dynamic height is computed by dividing the NAVD 88
 EK0623.geopotential number by the normal gravity value computed on the
 EK0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0623.degrees latitude (g = 980.6199 gals.).
 EK0623
 EK0623.The modeled gravity was interpolated from observed gravity values.
 EK0623
 EK0623;                    North         East    Units  Estimated Accuracy
 EK0623;SPC OK S     -   158,700.      801,730.      MT  (+/- 180 meters Scaled)
 EK0623
 EK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU439482(NAD 83)
 EK0623
 EK0623                          SUPERSEDED SURVEY CONTROL
 EK0623
 EK0623  NGVD 29 (??/??/92)  225.889  (m)          741.10   (f) ADJ UNCH    2 0
 EK0623
 EK0623.Superseded values are not recommended for survey control.
 EK0623
 EK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0623.See file dsdata.pdf to determine how the superseded data were derived.
 EK0623
 EK0623_MARKER: DB = BENCH MARK DISK
 EK0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0623_SP_SET: ABUTMENT
 EK0623_STAMPING: K 159 1934
 EK0623_MARK LOGO: CGS
 EK0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0623
 EK0623  HISTORY     - Date     Condition        Report By
 EK0623  HISTORY     - 1934     MONUMENTED       CGS
 EK0623  HISTORY     - 1969     GOOD             CGS
 EK0623
 EK0623                          STATION DESCRIPTION
 EK0623
 EK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0623'1.7 MI SW FROM BLANCO.
 EK0623'ABOUT 1.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0623'PACIFIC RAILWAY FROM THE STATION AT BLANCO, PITTSBURG COUNTY,
 EK0623'43.9 FEET SOUTHEAST OF THE SECOND POLE SOUTHWEST OF MILEPOST
 EK0623'14+10, AT TRESTLE C 143, IN THE NORTHEAST SANDSTONE ABUTMENT,
 EK0623'11.3 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 38.6 FEET
 EK0623'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2.6 FEET LOWER
 EK0623'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 159 1934.
 EK0623
 EK0623                          STATION RECOVERY (1969)
 EK0623
 EK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EK0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0606 ***********************************************************************
 EK0606  DESIGNATION -  K 16
 EK0606  PID         -  EK0606
 EK0606  STATE/COUNTY-  OK/PITTSBURG
 EK0606  COUNTRY     -  US
 EK0606  USGS QUAD   -  SAVANNA (2018)
 EK0606
 EK0606                         *CURRENT SURVEY CONTROL
 EK0606  ______________________________________________________________________
 EK0606* NAD 83(1986) POSITION- 34 49 45.     (N) 095 50 41.     (W)   SCALED
 EK0606* NAVD 88 ORTHO HEIGHT -   222.438 (meters)      729.78  (feet) ADJUSTED
 EK0606  ______________________________________________________________________
 EK0606  GEOID HEIGHT    -        -29.804 (meters)                     GEOID18
 EK0606  DYNAMIC HEIGHT  -        222.211 (meters)      729.04  (feet) COMP
 EK0606  MODELED GRAVITY -    979,609.6   (mgal)                       NAVD 88
 EK0606
 EK0606  VERT ORDER      -  FIRST     CLASS II
 EK0606
 EK0606.The horizontal coordinates were scaled from a map and have
 EK0606.an estimated accuracy of +/- 6 seconds.
 EK0606
 EK0606.The orthometric height was determined by differential leveling and
 EK0606.adjusted by the NATIONAL GEODETIC SURVEY
 EK0606.in June 1991.
 EK0606
 EK0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0606.GEOID18 height accuracy estimate available here.
 EK0606
 EK0606.Click photographs - Photos may exist for this station.
 EK0606
 EK0606.The dynamic height is computed by dividing the NAVD 88
 EK0606.geopotential number by the normal gravity value computed on the
 EK0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0606.degrees latitude (g = 980.6199 gals.).
 EK0606
 EK0606.The modeled gravity was interpolated from observed gravity values.
 EK0606
 EK0606;                    North         East    Units  Estimated Accuracy
 EK0606;SPC OK S     -   168,030.      797,130.      MT  (+/- 180 meters Scaled)
 EK0606
 EK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU398577(NAD 83)
 EK0606
 EK0606                          SUPERSEDED SURVEY CONTROL
 EK0606
 EK0606  NGVD 29 (??/??/92)  222.327  (m)          729.42   (f) ADJ UNCH    1 2
 EK0606
 EK0606.Superseded values are not recommended for survey control.
 EK0606
 EK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0606.See file dsdata.pdf to determine how the superseded data were derived.
 EK0606
 EK0606_MARKER: DB = BENCH MARK DISK
 EK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0606_STAMPING: K 16 1933
 EK0606_MARK LOGO: CGS
 EK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0606+STABILITY: SURFACE MOTION
 EK0606
 EK0606  HISTORY     - Date     Condition        Report By
 EK0606  HISTORY     - 1933     MONUMENTED       CGS
 EK0606
 EK0606                          STATION DESCRIPTION
 EK0606
 EK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0606'AT SAVANNA, ON THE M-K-T RAILROAD, 150 FEET NORTH OF THE M-K-T
 EK0606'DEPOT AT SAVANNA, 100 FEET SOUTH OF THE NORTHWEST CORNER OF
 EK0606'SECTION HOUSE FENCE, 150 FEET SOUTH OF CROSSING BELL AT RAILROAD
 EK0606'CROSSING, AND 50 FEET EAST OF THE TRACKS.  0.5 MILE NORTH OF
 EK0606'MILE POLE 575.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0639 ***********************************************************************
 FH0639  DESIGNATION -  K 160
 FH0639  PID         -  FH0639
 FH0639  STATE/COUNTY-  OK/HASKELL
 FH0639  COUNTRY     -  US
 FH0639  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0639
 FH0639                         *CURRENT SURVEY CONTROL
 FH0639  ______________________________________________________________________
 FH0639* NAD 83(1986) POSITION- 35 04 47.     (N) 095 19 09.     (W)   SCALED
 FH0639* NAVD 88 ORTHO HEIGHT -   273.831 (meters)      898.39  (feet) ADJUSTED
 FH0639  ______________________________________________________________________
 FH0639  GEOID HEIGHT    -        -30.806 (meters)                     GEOID18
 FH0639  DYNAMIC HEIGHT  -        273.557 (meters)      897.49  (feet) COMP
 FH0639  MODELED GRAVITY -    979,625.3   (mgal)                       NAVD 88
 FH0639
 FH0639  VERT ORDER      -  SECOND    CLASS 0
 FH0639
 FH0639.The horizontal coordinates were scaled from a map and have
 FH0639.an estimated accuracy of +/- 6 seconds.
 FH0639
 FH0639.The orthometric height was determined by differential leveling and
 FH0639.adjusted by the NATIONAL GEODETIC SURVEY
 FH0639.in June 1991.
 FH0639
 FH0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0639.GEOID18 height accuracy estimate available here.
 FH0639
 FH0639.Click photographs - Photos may exist for this station.
 FH0639
 FH0639.The dynamic height is computed by dividing the NAVD 88
 FH0639.geopotential number by the normal gravity value computed on the
 FH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0639.degrees latitude (g = 980.6199 gals.).
 FH0639
 FH0639.The modeled gravity was interpolated from observed gravity values.
 FH0639
 FH0639;                    North         East    Units  Estimated Accuracy
 FH0639;SPC OK S     -   196,970.      844,460.      MT  (+/- 180 meters Scaled)
 FH0639
 FH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU885843(NAD 83)
 FH0639
 FH0639                          SUPERSEDED SURVEY CONTROL
 FH0639
 FH0639  NGVD 29 (??/??/92)  273.718  (m)          898.02   (f) ADJ UNCH    2 0
 FH0639
 FH0639.Superseded values are not recommended for survey control.
 FH0639
 FH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0639.See file dsdata.pdf to determine how the superseded data were derived.
 FH0639
 FH0639_MARKER: DB = BENCH MARK DISK
 FH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0639_STAMPING: K 160 1934
 FH0639_MARK LOGO: CGS
 FH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0639+STABILITY: SURFACE MOTION
 FH0639
 FH0639  HISTORY     - Date     Condition        Report By
 FH0639  HISTORY     - 1934     MONUMENTED       CGS
 FH0639  HISTORY     - 1967     GOOD             CGS
 FH0639
 FH0639                          STATION DESCRIPTION
 FH0639
 FH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0639'6.4 MI S FROM QUINTON.
 FH0639'6.4 MILES SOUTH OF QUINTON RY. STATION, ALONG ST. HWY. 2.
 FH0639'70 FEET NORTHWEST OF SMALL RESERVOIR AT NORTHWEST FENCE CORNER,
 FH0639'51 FEET EAST OF CENTERLINE OF STATE HWY. 2, 28.5 FEET NORTH
 FH0639'OF CENTERLINE OF LANE LEADING EAST, 4.7 FEET NORTH OF SOUTHWEST
 FH0639'FENCE CORNER, 1.1 FT. WEST OF FENCE.  TABLET SET IN PRECAST
 FH0639'CONCRETE POST.  NOTE-- 60 FT NW OF SMALL RESERVOIR, 51 FT.
 FH0639'EAST CENTERLINE HWY, 22.5 FT. NORTH OF CENTERLINE LANE LEADING
 FH0639'EAST, 4.7 FT. NORTH OF SW FENCE CORNER.  ADD-- AT SW CORNER
 FH0639'150 FT. POND, ON NEW HWY 2 CURVE, 50 FT. NORTH 76 FT. CAST OF
 FH0639'T-ROAD EAST (OKLA 2 NORTH-SOUTH) 5 FT NW OF SW FENCE
 FH0639'CORNER POST AND STEEL WITNESS SIGN.
 FH0639
 FH0639                          STATION RECOVERY (1967)
 FH0639
 FH0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FH0639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0549 ***********************************************************************
 FH0549  DESIGNATION -  K 161
 FH0549  PID         -  FH0549
 FH0549  STATE/COUNTY-  OK/MUSKOGEE
 FH0549  COUNTRY     -  US
 FH0549  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0549
 FH0549                         *CURRENT SURVEY CONTROL
 FH0549  ______________________________________________________________________
 FH0549* NAD 83(1986) POSITION- 35 38 17.56   (N) 095 22 10.03   (W)   HD_HELD1
 FH0549* NAVD 88 ORTHO HEIGHT -   171.859 (meters)      563.84  (feet) ADJUSTED
 FH0549  ______________________________________________________________________
 FH0549  GEOID HEIGHT    -        -29.596 (meters)                     GEOID18
 FH0549  DYNAMIC HEIGHT  -        171.701 (meters)      563.32  (feet) COMP
 FH0549  MODELED GRAVITY -    979,713.6   (mgal)                       NAVD 88
 FH0549
 FH0549  VERT ORDER      -  SECOND    CLASS 0
 FH0549
 FH0549.The horizontal coordinates were determined by differentially corrected
 FH0549.hand held GPS observations or other comparable positioning techniques
 FH0549.and have an estimated accuracy of +/- 3 meters.
 FH0549
 FH0549.The orthometric height was determined by differential leveling and
 FH0549.adjusted by the NATIONAL GEODETIC SURVEY
 FH0549.in June 1991.
 FH0549
 FH0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0549.GEOID18 height accuracy estimate available here.
 FH0549
 FH0549.Click photographs - Photos may exist for this station.
 FH0549
 FH0549.The dynamic height is computed by dividing the NAVD 88
 FH0549.geopotential number by the normal gravity value computed on the
 FH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0549.degrees latitude (g = 980.6199 gals.).
 FH0549
 FH0549.The modeled gravity was interpolated from observed gravity values.
 FH0549
 FH0549;                    North         East    Units  Estimated Accuracy
 FH0549;SPC OK N     -    74,039.0     838,226.4     MT  (+/- 3 meters HH1 GPS) 
 FH0549
 FH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8545546407(NAD 83)
 FH0549
 FH0549                          SUPERSEDED SURVEY CONTROL
 FH0549
 FH0549  NGVD 29 (??/??/92)  171.751  (m)          563.49   (f) ADJ UNCH    2 0
 FH0549
 FH0549.Superseded values are not recommended for survey control.
 FH0549
 FH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0549.See file dsdata.pdf to determine how the superseded data were derived.
 FH0549
 FH0549_MARKER: DB = BENCH MARK DISK
 FH0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0549_SP_SET: BRIDGE ABUTMENT
 FH0549_STAMPING: K 161 1934
 FH0549_MARK LOGO: CGS
 FH0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0549+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2021
 FH0549
 FH0549  HISTORY     - Date     Condition        Report By
 FH0549  HISTORY     - 1934     MONUMENTED       CGS
 FH0549  HISTORY     - 1957     GOOD             CGS
 FH0549  HISTORY     - 20111126 GOOD             GEOCAC
 FH0549  HISTORY     - 20210511 GOOD             OKDOT
 FH0549
 FH0549                          STATION DESCRIPTION
 FH0549
 FH0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0549'8.5 MI S FROM MUSKOGEE.
 FH0549'8.5 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0549'STATION AT MUSKOGEE, 0.2 MILE SOUTH OF MILEPOST 89, 5.5 FEET
 FH0549'EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST END OF THE
 FH0549'SOUTH ABUTMENT OF SMALL CONCRETE BRIDGE 88.8, IN THE NORTHWEST
 FH0549'1/4 OF SECTION 2, TOWNSHIP 13 NORTH, RANGE 18 EAST.
 FH0549
 FH0549                          STATION RECOVERY (2011)
 FH0549
 FH0549'RECOVERY NOTE BY GEOCACHING 2011
 FH0549'RECOVERED IN GOOD CONDITION.
 FH0549
 FH0549                          STATION RECOVERY (2021)
 FH0549
 FH0549'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0523 ***********************************************************************
 FH0523  DESIGNATION -  K 162
 FH0523  PID         -  FH0523
 FH0523  STATE/COUNTY-  OK/CHEROKEE
 FH0523  COUNTRY     -  US
 FH0523  USGS QUAD   -  THOMPSON CORNER (2019)
 FH0523
 FH0523                         *CURRENT SURVEY CONTROL
 FH0523  ______________________________________________________________________
 FH0523* NAD 83(1986) POSITION- 35 57 16.     (N) 095 05 17.     (W)   SCALED
 FH0523* NAVD 88 ORTHO HEIGHT -   214.443 (meters)      703.55  (feet) ADJUSTED
 FH0523  ______________________________________________________________________
 FH0523  GEOID HEIGHT    -        -29.074 (meters)                     GEOID18
 FH0523  DYNAMIC HEIGHT  -        214.251 (meters)      702.92  (feet) COMP
 FH0523  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 FH0523
 FH0523  VERT ORDER      -  SECOND    CLASS 0
 FH0523
 FH0523.The horizontal coordinates were scaled from a map and have
 FH0523.an estimated accuracy of +/- 6 seconds.
 FH0523
 FH0523.The orthometric height was determined by differential leveling and
 FH0523.adjusted by the NATIONAL GEODETIC SURVEY
 FH0523.in June 1991.
 FH0523
 FH0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0523.GEOID18 height accuracy estimate available here.
 FH0523
 FH0523.Click photographs - Photos may exist for this station.
 FH0523
 FH0523.The dynamic height is computed by dividing the NAVD 88
 FH0523.geopotential number by the normal gravity value computed on the
 FH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0523.degrees latitude (g = 980.6199 gals.).
 FH0523
 FH0523.The modeled gravity was interpolated from observed gravity values.
 FH0523
 FH0523;                    North         East    Units  Estimated Accuracy
 FH0523;SPC OK N     -   109,840.      862,650.      MT  (+/- 180 meters Scaled)
 FH0523
 FH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV116809(NAD 83)
 FH0523
 FH0523                          SUPERSEDED SURVEY CONTROL
 FH0523
 FH0523  NGVD 29 (??/??/92)  214.318  (m)          703.14   (f) ADJ UNCH    2 0
 FH0523
 FH0523.Superseded values are not recommended for survey control.
 FH0523
 FH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0523.See file dsdata.pdf to determine how the superseded data were derived.
 FH0523
 FH0523_MARKER: DB = BENCH MARK DISK
 FH0523_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0523_STAMPING: K 162 1934
 FH0523_MARK LOGO: CGS
 FH0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0523
 FH0523  HISTORY     - Date     Condition        Report By
 FH0523  HISTORY     - 1934     MONUMENTED       CGS
 FH0523  HISTORY     - 1960     GOOD             CGS
 FH0523
 FH0523                          STATION DESCRIPTION
 FH0523
 FH0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0523'3.6 MI E FROM HULBERT.
 FH0523'ABOUT .5 MILE SOUTHWEST OF RY. BRIDGE OVER SECTION ROAD AND
 FH0523'DOUBLE SPRING CREEK, 145 FEET SOUTHEAST OF CORSANS FARM HOUSE,
 FH0523'137 FEET NORTHEAST OF M.P. 430, 44 FEET NORTHWEST OF CENTERLINE
 FH0523'OF ST. LOUIS AND SAN FRANCISCO RY, TABLET SET IN PRECAST CONCRETE
 FH0523'POST SET AT SOUTHWEST END OF RAILWAY CURVE.
 FH0523
 FH0523                          STATION RECOVERY (1960)
 FH0523
 FH0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0158 ***********************************************************************
 GG0158  DESIGNATION -  K 163
 GG0158  PID         -  GG0158
 GG0158  STATE/COUNTY-  OK/DELAWARE
 GG0158  COUNTRY     -  US
 GG0158  USGS QUAD   -  KANSAS (2019)
 GG0158
 GG0158                         *CURRENT SURVEY CONTROL
 GG0158  ______________________________________________________________________
 GG0158* NAD 83(1986) POSITION- 36 14 19.     (N) 094 45 43.     (W)   SCALED
 GG0158* NAVD 88 ORTHO HEIGHT -   345.959 (meters)     1135.03  (feet) ADJUSTED
 GG0158  ______________________________________________________________________
 GG0158  GEOID HEIGHT    -        -28.610 (meters)                     GEOID18
 GG0158  DYNAMIC HEIGHT  -        345.654 (meters)     1134.03  (feet) COMP
 GG0158  MODELED GRAVITY -    979,740.2   (mgal)                       NAVD 88
 GG0158
 GG0158  VERT ORDER      -  SECOND    CLASS 0
 GG0158
 GG0158.The horizontal coordinates were scaled from a map and have
 GG0158.an estimated accuracy of +/- 6 seconds.
 GG0158
 GG0158.The orthometric height was determined by differential leveling and
 GG0158.adjusted by the NATIONAL GEODETIC SURVEY
 GG0158.in June 1991.
 GG0158
 GG0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0158.GEOID18 height accuracy estimate available here.
 GG0158
 GG0158.Click photographs - Photos may exist for this station.
 GG0158
 GG0158.The dynamic height is computed by dividing the NAVD 88
 GG0158.geopotential number by the normal gravity value computed on the
 GG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0158.degrees latitude (g = 980.6199 gals.).
 GG0158
 GG0158.The modeled gravity was interpolated from observed gravity values.
 GG0158
 GG0158;                    North         East    Units  Estimated Accuracy
 GG0158;SPC OK N     -   142,280.      891,000.      MT  (+/- 180 meters Scaled)
 GG0158
 GG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA416118(NAD 83)
 GG0158
 GG0158                          SUPERSEDED SURVEY CONTROL
 GG0158
 GG0158  NGVD 29 (??/??/92)  345.818  (m)         1134.57   (f) ADJ UNCH    2 0
 GG0158
 GG0158.Superseded values are not recommended for survey control.
 GG0158
 GG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0158.See file dsdata.pdf to determine how the superseded data were derived.
 GG0158
 GG0158_MARKER: DB = BENCH MARK DISK
 GG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0158_STAMPING: K 163 1934
 GG0158_MARK LOGO: CGS
 GG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0158+STABILITY: SURFACE MOTION
 GG0158
 GG0158  HISTORY     - Date     Condition        Report By
 GG0158  HISTORY     - 1934     MONUMENTED       CGS
 GG0158  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0158
 GG0158                          STATION DESCRIPTION
 GG0158
 GG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0158'14.1 MI N FROM SCRAPER.
 GG0158'IN DELAWARE COUNTY, 14.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM
 GG0158'THE POST OFFICE AT SCRAPER, CHEROKEE COUNTY, 44.8 FEET NORTHEAST
 GG0158'OF THE NORTHEAST CORNER OF THE LONG PRAIRIE SCHOOL, 45 FEET WEST
 GG0158'OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTERLINE
 GG0158'OF AN EAST-AND-WEST DIRT-ROAD CROSSING, AND 3.4 FEET SOUTHWEST
 GG0158'OF THE NORTHEAST CORNER OF THE SCHOOLYARD FENCE.  A STANDARD DISK,
 GG0158'STAMPED K 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0158'NOTE-- THE SCHOOL HOUSE HAS BEEN REMOVED AND LAND HAS BEEN UNDER
 GG0158'CULTIVATION.  THE FORMER SITE OF SCHOOL IS ABOUT 1 MILE EAST
 GG0158'OF THE PRESENT LOCATION OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0438 ***********************************************************************
 FH0438  DESIGNATION -  K 164
 FH0438  PID         -  FH0438
 FH0438  STATE/COUNTY-  OK/CHEROKEE
 FH0438  COUNTRY     -  US
 FH0438  USGS QUAD   -  TAHLEQUAH (2019)
 FH0438
 FH0438                         *CURRENT SURVEY CONTROL
 FH0438  ______________________________________________________________________
 FH0438* NAD 83(1986) POSITION- 35 56 36.     (N) 094 54 46.     (W)   SCALED
 FH0438* NAVD 88 ORTHO HEIGHT -   212.592 (meters)      697.48  (feet) ADJUSTED
 FH0438  ______________________________________________________________________
 FH0438  GEOID HEIGHT    -        -28.902 (meters)                     GEOID18
 FH0438  DYNAMIC HEIGHT  -        212.402 (meters)      696.86  (feet) COMP
 FH0438  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 FH0438
 FH0438  VERT ORDER      -  SECOND    CLASS 0
 FH0438
 FH0438.The horizontal coordinates were scaled from a map and have
 FH0438.an estimated accuracy of +/- 6 seconds.
 FH0438
 FH0438.The orthometric height was determined by differential leveling and
 FH0438.adjusted by the NATIONAL GEODETIC SURVEY
 FH0438.in June 1991.
 FH0438
 FH0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0438.GEOID18 height accuracy estimate available here.
 FH0438
 FH0438.Click photographs - Photos may exist for this station.
 FH0438
 FH0438.The dynamic height is computed by dividing the NAVD 88
 FH0438.geopotential number by the normal gravity value computed on the
 FH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0438.degrees latitude (g = 980.6199 gals.).
 FH0438
 FH0438.The modeled gravity was interpolated from observed gravity values.
 FH0438
 FH0438;                    North         East    Units  Estimated Accuracy
 FH0438;SPC OK N     -   109,090.      878,490.      MT  (+/- 180 meters Scaled)
 FH0438
 FH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV274793(NAD 83)
 FH0438
 FH0438                          SUPERSEDED SURVEY CONTROL
 FH0438
 FH0438  NGVD 29 (??/??/92)  212.458  (m)          697.04   (f) ADJ UNCH    2 0
 FH0438
 FH0438.Superseded values are not recommended for survey control.
 FH0438
 FH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0438.See file dsdata.pdf to determine how the superseded data were derived.
 FH0438
 FH0438_MARKER: DB = BENCH MARK DISK
 FH0438_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0438_STAMPING: K 164 1934
 FH0438_MARK LOGO: CGS
 FH0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0438
 FH0438  HISTORY     - Date     Condition        Report By
 FH0438  HISTORY     - 1934     MONUMENTED       CGS
 FH0438  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0438
 FH0438                          STATION DESCRIPTION
 FH0438
 FH0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0438'4.7 MI NE FROM TAHLEQUAH.
 FH0438'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE COUNTY
 FH0438'COURTHOUSE AT TAHLEQUAH, CHEROKEE COUNTY, 1.7 MILES NORTHEAST OF
 FH0438'THE JUNCTION WITH U.S. HIGHWAY 62, 200 FEET SOUTH OF THE SOUTH
 FH0438'CORNER OF COOKS CAMP STORE, 60 FEET EAST OF THE CENTERLINE OF THE
 FH0438'HIGHWAY, 60 FEET EAST OF THE SOUTHEAST END OF A WOODEN BRIDGE, 30
 FH0438'FEET SOUTHEAST OF THE NORTH FENCE CORNER, AND 2 FEET NORTHEAST OF
 FH0438'THE FENCE LINE.  A STANDARD DISK, STAMPED K 164 1934 AND SET IN
 FH0438'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0434 ***********************************************************************
 FH0434  DESIGNATION -  K 165
 FH0434  PID         -  FH0434
 FH0434  STATE/COUNTY-  OK/ADAIR
 FH0434  COUNTRY     -  US
 FH0434  USGS QUAD   -  WATTS (2019)
 FH0434
 FH0434                         *CURRENT SURVEY CONTROL
 FH0434  ______________________________________________________________________
 FH0434* NAD 83(1986) POSITION- 36 00 04.7    (N) 094 36 06.2    (W)   HD_HELD2
 FH0434* NAVD 88 ORTHO HEIGHT -   326.806 (meters)     1072.20  (feet) ADJUSTED
 FH0434  ______________________________________________________________________
 FH0434  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 FH0434  DYNAMIC HEIGHT  -        326.513 (meters)     1071.23  (feet) COMP
 FH0434  MODELED GRAVITY -    979,728.2   (mgal)                       NAVD 88
 FH0434
 FH0434  VERT ORDER      -  SECOND    CLASS 0
 FH0434
 FH0434.The horizontal coordinates were established by autonomous hand held GPS
 FH0434.observations and have an estimated accuracy of +/- 10 meters.
 FH0434
 FH0434.The orthometric height was determined by differential leveling and
 FH0434.adjusted by the NATIONAL GEODETIC SURVEY
 FH0434.in June 1991.
 FH0434
 FH0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0434.GEOID18 height accuracy estimate available here.
 FH0434
 FH0434.Click photographs - Photos may exist for this station.
 FH0434
 FH0434.The dynamic height is computed by dividing the NAVD 88
 FH0434.geopotential number by the normal gravity value computed on the
 FH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0434.degrees latitude (g = 980.6199 gals.).
 FH0434
 FH0434.The modeled gravity was interpolated from observed gravity values.
 FH0434
 FH0434;                    North         East    Units  Estimated Accuracy
 FH0434;SPC OK N     -   116,459.      906,318.      MT  (+/- 10 meters HH2 GPS)
 FH0434
 FH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5563785279(NAD 83)
 FH0434
 FH0434                          SUPERSEDED SURVEY CONTROL
 FH0434
 FH0434  NGVD 29 (??/??/92)  326.648  (m)         1071.68   (f) ADJ UNCH    2 0
 FH0434
 FH0434.Superseded values are not recommended for survey control.
 FH0434
 FH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0434.See file dsdata.pdf to determine how the superseded data were derived.
 FH0434
 FH0434_MARKER: DB = BENCH MARK DISK
 FH0434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0434_STAMPING: K 165 1934
 FH0434_MARK LOGO: CGS
 FH0434_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0434
 FH0434  HISTORY     - Date     Condition        Report By
 FH0434  HISTORY     - 1934     MONUMENTED       CGS
 FH0434  HISTORY     - 1972     GOOD             USGS
 FH0434  HISTORY     - 20260123 GOOD             INDIV
 FH0434
 FH0434                          STATION DESCRIPTION
 FH0434
 FH0434'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0434'2.7 MI W FROM WESTVILLE.
 FH0434'2.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FH0434'CROSSING OF THE KANSAS CITY SOUTHERN RAILWAY AT WESTVILLE,
 FH0434'WESTVILLE RAILROAD STATION, 0.7 MI N. AND 1.8 MI W. OF, NEAR THE
 FH0434'COR. OF SECS. 25, 26, 35 AND 36, T. 18 N., R. 25 E., 37 FT N.
 FH0434'OF OLD RAILROAD GRADE, 30 FT W. OF ROAD, 7 FT S. AND 9 FT W. OF
 FH0434'FENCE CORNER, 3 FT S. OF OLD R/W FENCE, IN CONCRETE POST, STANDARD
 FH0434'TABLET STAMPED K 165 1934
 FH0434
 FH0434                          STATION RECOVERY (2026)
 FH0434
 FH0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2026 (WLH)
 FH0434'NORTH WESTVILLE OKLAHOMA 1 MI (1.6 KM) WEST OF THE CORNER OF HIGHWAY
 FH0434'59 AND CEMETERY ROAD, NEAR THE CORNER.  OF SECTIONS.  25, 26, 35 AND
 FH0434'36, T. 18 N., R. 25 E. 100 M (328.1 FT) SOUTH OF THE CENTERLINE OF
 FH0434'CEMETERY ROAD, 3.6 M (11.8 FT) WEST OF THE CENTERLINE OF 4730 ROAD,
 FH0434'24.6 M (80.7 FT) NORTH-NORTHWEST OF THE CORNER OF A LOW WATER CROSSING
 FH0434'HOLDING A FENCE POST.  1 M (3.3 FT) WEST OF WOVEN WIRE FENCE AND .3 M
 FH0434'(1.0 FT) WEST OF A WITNESS POST, IN CONCRETE POST, STANDARD TABLET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0440 ***********************************************************************
 EK0440  DESIGNATION -  K 166
 EK0440  PID         -  EK0440
 EK0440  STATE/COUNTY-  OK/LATIMER
 EK0440  COUNTRY     -  US
 EK0440  USGS QUAD   -  HIGGINS (2018)
 EK0440
 EK0440                         *CURRENT SURVEY CONTROL
 EK0440  ______________________________________________________________________
 EK0440* NAD 83(1986) POSITION- 34 50 25.     (N) 095 29 04.     (W)   SCALED
 EK0440* NAVD 88 ORTHO HEIGHT -   196.176 (meters)      643.62  (feet) ADJUSTED
 EK0440  ______________________________________________________________________
 EK0440  GEOID HEIGHT    -        -30.923 (meters)                     GEOID18
 EK0440  DYNAMIC HEIGHT  -        195.973 (meters)      642.95  (feet) COMP
 EK0440  MODELED GRAVITY -    979,598.8   (mgal)                       NAVD 88
 EK0440
 EK0440  VERT ORDER      -  SECOND    CLASS 0
 EK0440
 EK0440.The horizontal coordinates were scaled from a map and have
 EK0440.an estimated accuracy of +/- 6 seconds.
 EK0440
 EK0440.The orthometric height was determined by differential leveling and
 EK0440.adjusted by the NATIONAL GEODETIC SURVEY
 EK0440.in June 1991.
 EK0440
 EK0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0440.GEOID18 height accuracy estimate available here.
 EK0440
 EK0440.Click photographs - Photos may exist for this station.
 EK0440
 EK0440.The dynamic height is computed by dividing the NAVD 88
 EK0440.geopotential number by the normal gravity value computed on the
 EK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0440.degrees latitude (g = 980.6199 gals.).
 EK0440
 EK0440.The modeled gravity was interpolated from observed gravity values.
 EK0440
 EK0440;                    North         East    Units  Estimated Accuracy
 EK0440;SPC OK S     -   170,020.      830,050.      MT  (+/- 180 meters Scaled)
 EK0440
 EK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU728581(NAD 83)
 EK0440
 EK0440                          SUPERSEDED SURVEY CONTROL
 EK0440
 EK0440  NGVD 29 (??/??/92)  196.064  (m)          643.25   (f) ADJ UNCH    2 0
 EK0440
 EK0440.Superseded values are not recommended for survey control.
 EK0440
 EK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0440.See file dsdata.pdf to determine how the superseded data were derived.
 EK0440
 EK0440_MARKER: DB = BENCH MARK DISK
 EK0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0440_SP_SET: PIER
 EK0440_STAMPING: K 166 1934
 EK0440_MARK LOGO: CGS
 EK0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0440
 EK0440  HISTORY     - Date     Condition        Report By
 EK0440  HISTORY     - 1934     MONUMENTED       CGS
 EK0440
 EK0440                          STATION DESCRIPTION
 EK0440
 EK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0440'2.4 MI NE FROM GOWEN.
 EK0440'ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0440'PACIFIC RAILWAY FROM GOWEN, LATIMER COUNTY, ABOUT 150 FEET WEST
 EK0440'OF MILEPOST 347+5, AT STEEL TRUSS BRIDGE 3471, IN THE NORTHWEST
 EK0440'CORNER OF THE WEST CONCRETE PIER, AND 12 FEET NORTH OF THE CENTER
 EK0440'LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 166 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0305 ***********************************************************************
 EK0305  DESIGNATION -  K 168
 EK0305  PID         -  EK0305
 EK0305  STATE/COUNTY-  OK/MCCURTAIN
 EK0305  COUNTRY     -  US
 EK0305  USGS QUAD   -  BETHEL (2018)
 EK0305
 EK0305                         *CURRENT SURVEY CONTROL
 EK0305  ______________________________________________________________________
 EK0305* NAD 83(1986) POSITION- 34 17 19.     (N) 094 48 16.     (W)   SCALED
 EK0305* NAVD 88 ORTHO HEIGHT -   286.466 (meters)      939.85  (feet) ADJUSTED
 EK0305  ______________________________________________________________________
 EK0305  GEOID HEIGHT    -        -29.976 (meters)                     GEOID18
 EK0305  DYNAMIC HEIGHT  -        286.156 (meters)      938.83  (feet) COMP
 EK0305  MODELED GRAVITY -    979,547.2   (mgal)                       NAVD 88
 EK0305
 EK0305  VERT ORDER      -  SECOND    CLASS 0
 EK0305
 EK0305.The horizontal coordinates were scaled from a map and have
 EK0305.an estimated accuracy of +/- 6 seconds.
 EK0305
 EK0305.The orthometric height was determined by differential leveling and
 EK0305.adjusted by the NATIONAL GEODETIC SURVEY
 EK0305.in June 1991.
 EK0305
 EK0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0305.GEOID18 height accuracy estimate available here.
 EK0305
 EK0305.Click photographs - Photos may exist for this station.
 EK0305
 EK0305.The dynamic height is computed by dividing the NAVD 88
 EK0305.geopotential number by the normal gravity value computed on the
 EK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0305.degrees latitude (g = 980.6199 gals.).
 EK0305
 EK0305.The modeled gravity was interpolated from observed gravity values.
 EK0305
 EK0305;                    North         East    Units  Estimated Accuracy
 EK0305;SPC OK S     -   110,620.      894,150.      MT  (+/- 180 meters Scaled)
 EK0305
 EK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT339956(NAD 83)
 EK0305
 EK0305                          SUPERSEDED SURVEY CONTROL
 EK0305
 EK0305  NGVD 29 (??/??/92)  286.414  (m)          939.68   (f) ADJ UNCH    2 0
 EK0305
 EK0305.Superseded values are not recommended for survey control.
 EK0305
 EK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0305.See file dsdata.pdf to determine how the superseded data were derived.
 EK0305
 EK0305_MARKER: DB = BENCH MARK DISK
 EK0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0305_STAMPING: K 168 1934
 EK0305_MARK LOGO: CGS
 EK0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0305
 EK0305  HISTORY     - Date     Condition        Report By
 EK0305  HISTORY     - 1934     MONUMENTED       CGS
 EK0305
 EK0305                          STATION DESCRIPTION
 EK0305
 EK0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0305'6 MI S FROM BETHEL.
 EK0305'6.0 MILES SOUTH OF, ALONG ST. HWY 21 ABOUT 0.4 MILE SOUTHWEST
 EK0305'OF N. CARTER CREEK, 47 FEET NORTH OF NORTHEAST END OF CONCRETE
 EK0305'HIGHWAY CULVERT, 38 FEET NORTHEAST OF CENTERLINE OF ST. HWY. 21,
 EK0305'36 FEET SOUTHEAST OF WASTE DUMP, 18 FEET EAST OF SOUTHEAST END
 EK0305'OF SMALL HIGHWAY CUT.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0483 ***********************************************************************
 GG0483  DESIGNATION -  K 17
 GG0483  PID         -  GG0483
 GG0483  STATE/COUNTY-  OK/NOWATA
 GG0483  COUNTRY     -  US
 GG0483  USGS QUAD   -  TALALA (2019)
 GG0483
 GG0483                         *CURRENT SURVEY CONTROL
 GG0483  ______________________________________________________________________
 GG0483* NAD 83(2011) POSITION- 36 36 42.79762(N) 095 39 23.54090(W)   ADJUSTED
 GG0483* NAD 83(2011) ELLIP HT-   187.913 (meters)        (11/01/23)   ADJUSTED
 GG0483* NAD 83(2011) EPOCH   -  2010.00
 GG0483* NAVD 88 ORTHO HEIGHT -   217.139 (meters)      712.40  (feet) ADJUSTED
 GG0483  ______________________________________________________________________
 GG0483  GEOID HEIGHT    -        -29.278 (meters)                     GEOID18
 GG0483  NAD 83(2011) X  -   -505,238.703 (meters)                     COMP
 GG0483  NAD 83(2011) Y  - -5,100,987.441 (meters)                     COMP
 GG0483  NAD 83(2011) Z  -  3,783,020.217 (meters)                     COMP
 GG0483  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 GG0483  DYNAMIC HEIGHT  -        216.959 (meters)      711.81  (feet) COMP
 GG0483  MODELED GRAVITY -    979,794.7   (mgal)                       NAVD 88
 GG0483
 GG0483  VERT ORDER      -  FIRST     CLASS II
 GG0483
 GG0483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0483  Standards:
 GG0483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0483  -------------------------------------------------------------------
 GG0483  NETWORK    0.58   1.41           0.24   0.23   0.72     -0.07406920
 GG0483  -------------------------------------------------------------------
 GG0483  Click here for local accuracies and other accuracy information.
 GG0483
 GG0483.The horizontal coordinates were established by GPS observations
 GG0483.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0483
 GG0483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0483.been affixed to the stable North American tectonic plate. See 
 GG0483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0483
 GG0483.The horizontal coordinates are valid at the epoch date displayed above
 GG0483.which is a decimal equivalence of Year/Month/Day.
 GG0483
 GG0483.The orthometric height was determined by differential leveling and
 GG0483.adjusted by the NATIONAL GEODETIC SURVEY
 GG0483.in June 1991.
 GG0483
 GG0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0483.GEOID18 height accuracy estimate available here.
 GG0483
 GG0483.Click photographs - Photos may exist for this station.
 GG0483
 GG0483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0483
 GG0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0483
 GG0483.The ellipsoidal height was determined by GPS observations
 GG0483.and is referenced to NAD 83.
 GG0483
 GG0483.The dynamic height is computed by dividing the NAVD 88
 GG0483.geopotential number by the normal gravity value computed on the
 GG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0483.degrees latitude (g = 980.6199 gals.).
 GG0483
 GG0483.The modeled gravity was interpolated from observed gravity values.
 GG0483
 GG0483. The following values were computed from the NAD 83(2011) position.
 GG0483
 GG0483;                    North         East     Units Scale Factor Converg.
 GG0483;SPC OK N     -   181,377.429   809,625.257   MT  0.99997542   +1 22 58.8
 GG0483;SPC OK N     -   595,069.11  2,656,245.53   sFT  0.99997542   +1 22 58.8
 GG0483;UTM  15      - 4,055,105.533   262,410.890   MT  1.00029551   -1 35 06.3
 GG0483
 GG0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0483!SPC OK N     -   0.99997051  x   0.99997542  =   0.99994593
 GG0483!UTM  15      -   0.99997051  x   1.00029551  =   1.00026601
 GG0483
 GG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6241055105(NAD 83)
 GG0483
 GG0483                          SUPERSEDED SURVEY CONTROL
 GG0483
 GG0483  NGVD 29 (??/??/92)  217.015  (m)          711.99   (f) ADJ UNCH    1 2
 GG0483
 GG0483.Superseded values are not recommended for survey control.
 GG0483
 GG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0483.See file dsdata.pdf to determine how the superseded data were derived.
 GG0483
 GG0483_MARKER: DB = BENCH MARK DISK
 GG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0483_STAMPING: K 17 1933
 GG0483_MARK LOGO: CGS
 GG0483_PROJECTION: PROJECTING 10 CENTIMETERS
 GG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0483+STABILITY: SURFACE MOTION
 GG0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0483+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2023
 GG0483
 GG0483  HISTORY     - Date     Condition        Report By
 GG0483  HISTORY     - 1933     MONUMENTED       CGS
 GG0483  HISTORY     - 1989     GOOD             USPSQD
 GG0483  HISTORY     - 20230405 GOOD             OKDOT
 GG0483
 GG0483                          STATION DESCRIPTION
 GG0483
 GG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0483'6 MI S FROM NOWATA.
 GG0483'ABOUT 6.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0483'THE STATION AT NOWATA, NOWATA COUNTY, ABOUT 0.5 MILE SOUTH OF
 GG0483'WATOVA, ABOUT 1-1/2 POLES NORTH OF MILEPOST 634, AT A ROAD
 GG0483'CROSSING, ABOUT 45 FEET SOUTH OF THE ROAD, ABOUT 135 FEET EAST
 GG0483'OF THE CENTER LINE OF STATE HIGHWAY 16, AND 46 FEET EAST
 GG0483'OF THE EAST RAIL.  A STANDARD DISK, STAMPED K 17 1933 AND SET
 GG0483'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 GG0483'GROUND.
 GG0483
 GG0483                          STATION RECOVERY (1989)
 GG0483
 GG0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0483'RECOVERED IN GOOD CONDITION.
 GG0483
 GG0483                          STATION RECOVERY (2023)
 GG0483
 GG0483'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0483'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0539 ***********************************************************************
 FJ0539  DESIGNATION -  K 170
 FJ0539  PID         -  FJ0539
 FJ0539  STATE/COUNTY-  OK/CANADIAN
 FJ0539  COUNTRY     -  US
 FJ0539  USGS QUAD   -  UNION CITY (2018)
 FJ0539
 FJ0539                         *CURRENT SURVEY CONTROL
 FJ0539  ______________________________________________________________________
 FJ0539* NAD 83(1986) POSITION- 35 29 35.     (N) 097 58 21.     (W)   SCALED
 FJ0539* NAVD 88 ORTHO HEIGHT -   428.421 (meters)     1405.58  (feet) ADJUSTED
 FJ0539  ______________________________________________________________________
 FJ0539  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FJ0539  DYNAMIC HEIGHT  -        428.002 (meters)     1404.20  (feet) COMP
 FJ0539  MODELED GRAVITY -    979,641.9   (mgal)                       NAVD 88
 FJ0539
 FJ0539  VERT ORDER      -  FIRST     CLASS II
 FJ0539
 FJ0539.The horizontal coordinates were scaled from a map and have
 FJ0539.an estimated accuracy of +/- 6 seconds.
 FJ0539
 FJ0539.The orthometric height was determined by differential leveling and
 FJ0539.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0539.in June 1991.
 FJ0539
 FJ0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0539.GEOID18 height accuracy estimate available here.
 FJ0539
 FJ0539.Click photographs - Photos may exist for this station.
 FJ0539
 FJ0539.The dynamic height is computed by dividing the NAVD 88
 FJ0539.geopotential number by the normal gravity value computed on the
 FJ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0539.degrees latitude (g = 980.6199 gals.).
 FJ0539
 FJ0539.The modeled gravity was interpolated from observed gravity values.
 FJ0539
 FJ0539;                    North         East    Units  Estimated Accuracy
 FJ0539;SPC OK N     -    54,710.      602,500.      MT  (+/- 180 meters Scaled)
 FJ0539
 FJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE931282(NAD 83)
 FJ0539
 FJ0539                          SUPERSEDED SURVEY CONTROL
 FJ0539
 FJ0539  NGVD 29 (??/??/92)  428.238  (m)         1404.98   (f) ADJ UNCH    1 2
 FJ0539
 FJ0539.Superseded values are not recommended for survey control.
 FJ0539
 FJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0539.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0539
 FJ0539_MARKER: DB = BENCH MARK DISK
 FJ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0539_STAMPING: K 170 1953
 FJ0539_MARK LOGO: CGS
 FJ0539_PROJECTION: FLUSH
 FJ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0539+STABILITY: SURFACE MOTION
 FJ0539
 FJ0539  HISTORY     - Date     Condition        Report By
 FJ0539  HISTORY     - 1953     MONUMENTED       CGS
 FJ0539  HISTORY     - 1965     POOR             CGS
 FJ0539
 FJ0539                          STATION DESCRIPTION
 FJ0539
 FJ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0539'3.4 MI SW FROM EL RENO.
 FJ0539'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0539'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG U.S.
 FJ0539'HIGHWAY 66, THENCE 2.6 MILES SOUTH ALONG AN OILED ROAD, 77 FEET
 FJ0539'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 28.7
 FJ0539'FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 2.3 FEET EAST OF A
 FJ0539'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0539'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- LEANING
 FJ0539'AT ABOUT 45 DEGREE ANGLE WITH GROUND.
 FJ0539
 FJ0539                          STATION RECOVERY (1965)
 FJ0539
 FJ0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FJ0539'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0015 ***********************************************************************
 FK0015  DESIGNATION -  K 171
 FK0015  PID         -  FK0015
 FK0015  STATE/COUNTY-  OK/CANADIAN
 FK0015  COUNTRY     -  US
 FK0015  USGS QUAD   -  PORCUPINE BUTTE (2018)
 FK0015
 FK0015                         *CURRENT SURVEY CONTROL
 FK0015  ______________________________________________________________________
 FK0015* NAD 83(1986) POSITION- 35 37 49.     (N) 098 14 01.     (W)   SCALED
 FK0015* NAVD 88 ORTHO HEIGHT -   439.070 (meters)     1440.52  (feet) ADJUSTED
 FK0015  ______________________________________________________________________
 FK0015  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 FK0015  DYNAMIC HEIGHT  -        438.644 (meters)     1439.12  (feet) COMP
 FK0015  MODELED GRAVITY -    979,651.2   (mgal)                       NAVD 88
 FK0015
 FK0015  VERT ORDER      -  FIRST     CLASS II
 FK0015
 FK0015.The horizontal coordinates were scaled from a map and have
 FK0015.an estimated accuracy of +/- 6 seconds.
 FK0015
 FK0015.The orthometric height was determined by differential leveling and
 FK0015.adjusted by the NATIONAL GEODETIC SURVEY
 FK0015.in June 1991.
 FK0015
 FK0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0015.GEOID18 height accuracy estimate available here.
 FK0015
 FK0015.Click photographs - Photos may exist for this station.
 FK0015
 FK0015.The dynamic height is computed by dividing the NAVD 88
 FK0015.geopotential number by the normal gravity value computed on the
 FK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0015.degrees latitude (g = 980.6199 gals.).
 FK0015
 FK0015.The modeled gravity was interpolated from observed gravity values.
 FK0015
 FK0015;                    North         East    Units  Estimated Accuracy
 FK0015;SPC OK N     -    69,960.      578,840.      MT  (+/- 180 meters Scaled)
 FK0015
 FK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE693432(NAD 83)
 FK0015
 FK0015                          SUPERSEDED SURVEY CONTROL
 FK0015
 FK0015  NGVD 29 (??/??/92)  438.884  (m)         1439.91   (f) ADJ UNCH    1 2
 FK0015
 FK0015.Superseded values are not recommended for survey control.
 FK0015
 FK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0015.See file dsdata.pdf to determine how the superseded data were derived.
 FK0015
 FK0015_MARKER: DB = BENCH MARK DISK
 FK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0015_STAMPING: K 171 1953
 FK0015_MARK LOGO: CGS
 FK0015_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0015+STABILITY: SURFACE MOTION
 FK0015
 FK0015  HISTORY     - Date     Condition        Report By
 FK0015  HISTORY     - 1953     MONUMENTED       CGS
 FK0015
 FK0015                          STATION DESCRIPTION
 FK0015
 FK0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0015'4.9 MI E FROM GEARY.
 FK0015'4.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0015'RAILROAD FROM THE STATION AT GEARY, 74.8 FEET EAST OF MILEPOST
 FK0015'530, 44.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.6
 FK0015'FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN
 FK0015'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 FK0015'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0165 ***********************************************************************
 FK0165  DESIGNATION -  K 172
 FK0165  PID         -  FK0165
 FK0165  STATE/COUNTY-  OK/CADDO
 FK0165  COUNTRY     -  US
 FK0165  USGS QUAD   -  HYDRO (2018)
 FK0165
 FK0165                         *CURRENT SURVEY CONTROL
 FK0165  ______________________________________________________________________
 FK0165* NAD 83(1986) POSITION- 35 32 42.     (N) 098 34 44.     (W)   SCALED
 FK0165* NAVD 88 ORTHO HEIGHT -   454.857 (meters)     1492.31  (feet) ADJUSTED
 FK0165  ______________________________________________________________________
 FK0165  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0165  DYNAMIC HEIGHT  -        454.408 (meters)     1490.84  (feet) COMP
 FK0165  MODELED GRAVITY -    979,631.2   (mgal)                       NAVD 88
 FK0165
 FK0165  VERT ORDER      -  FIRST     CLASS II
 FK0165
 FK0165.The horizontal coordinates were scaled from a map and have
 FK0165.an estimated accuracy of +/- 6 seconds.
 FK0165
 FK0165.The orthometric height was determined by differential leveling and
 FK0165.adjusted by the NATIONAL GEODETIC SURVEY
 FK0165.in June 1991.
 FK0165
 FK0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0165.GEOID18 height accuracy estimate available here.
 FK0165
 FK0165.Click photographs - Photos may exist for this station.
 FK0165
 FK0165.The dynamic height is computed by dividing the NAVD 88
 FK0165.geopotential number by the normal gravity value computed on the
 FK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0165.degrees latitude (g = 980.6199 gals.).
 FK0165
 FK0165.The modeled gravity was interpolated from observed gravity values.
 FK0165
 FK0165;                    North         East    Units  Estimated Accuracy
 FK0165;SPC OK S     -   245,490.      547,500.      MT  (+/- 180 meters Scaled)
 FK0165
 FK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE381335(NAD 83)
 FK0165
 FK0165                          SUPERSEDED SURVEY CONTROL
 FK0165
 FK0165  NGVD 29 (??/??/92)  454.663  (m)         1491.67   (f) ADJ UNCH    1 2
 FK0165
 FK0165.Superseded values are not recommended for survey control.
 FK0165
 FK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0165.See file dsdata.pdf to determine how the superseded data were derived.
 FK0165
 FK0165_MARKER: DB = BENCH MARK DISK
 FK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0165_STAMPING: K 172 1953
 FK0165_MARK LOGO: CGS
 FK0165_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0165+STABILITY: SURFACE MOTION
 FK0165
 FK0165  HISTORY     - Date     Condition        Report By
 FK0165  HISTORY     - 1953     MONUMENTED       CGS
 FK0165
 FK0165                          STATION DESCRIPTION
 FK0165
 FK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0165'AT HYDRO.
 FK0165'AT HYDRO, 94.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FK0165'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 40 FEET
 FK0165'NORTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 58,
 FK0165'14 FEET NORTH OF THE NORTH RAIL, 5 FEET SOUTH OF A POWER POLE,
 FK0165'2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0165'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0208 ***********************************************************************
 FK0208  DESIGNATION -  K 173
 FK0208  PID         -  FK0208
 FK0208  STATE/COUNTY-  OK/CUSTER
 FK0208  COUNTRY     -  US
 FK0208  USGS QUAD   -  CLINTON (2018)
 FK0208
 FK0208                         *CURRENT SURVEY CONTROL
 FK0208  ______________________________________________________________________
 FK0208* NAD 83(1986) POSITION- 35 32 18.     (N) 098 56 10.     (W)   SCALED
 FK0208* NAVD 88 ORTHO HEIGHT -   488.504 (meters)     1602.70  (feet) ADJUSTED
 FK0208  ______________________________________________________________________
 FK0208  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FK0208  DYNAMIC HEIGHT  -        488.015 (meters)     1601.10  (feet) COMP
 FK0208  MODELED GRAVITY -    979,619.1   (mgal)                       NAVD 88
 FK0208
 FK0208  VERT ORDER      -  FIRST     CLASS II
 FK0208
 FK0208.This mark is at Clinton Airport (CLK)
 FK0208
 FK0208.The horizontal coordinates were scaled from a map and have
 FK0208.an estimated accuracy of +/- 6 seconds.
 FK0208
 FK0208.The orthometric height was determined by differential leveling and
 FK0208.adjusted by the NATIONAL GEODETIC SURVEY
 FK0208.in June 1991.
 FK0208
 FK0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0208.GEOID18 height accuracy estimate available here.
 FK0208
 FK0208.Click photographs - Photos may exist for this station.
 FK0208
 FK0208.The dynamic height is computed by dividing the NAVD 88
 FK0208.geopotential number by the normal gravity value computed on the
 FK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0208.degrees latitude (g = 980.6199 gals.).
 FK0208
 FK0208.The modeled gravity was interpolated from observed gravity values.
 FK0208
 FK0208;                    North         East    Units  Estimated Accuracy
 FK0208;SPC OK N     -    60,140.      515,110.      MT  (+/- 180 meters Scaled)
 FK0208
 FK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE057327(NAD 83)
 FK0208
 FK0208                          SUPERSEDED SURVEY CONTROL
 FK0208
 FK0208  NGVD 29 (??/??/92)  488.300  (m)         1602.03   (f) ADJ UNCH    1 2
 FK0208
 FK0208.Superseded values are not recommended for survey control.
 FK0208
 FK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0208.See file dsdata.pdf to determine how the superseded data were derived.
 FK0208
 FK0208_MARKER: DB = BENCH MARK DISK
 FK0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0208_SP_SET: HANGAR FOUNDATION
 FK0208_STAMPING: K 173 1953
 FK0208_MARK LOGO: CGS
 FK0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0208+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 FK0208
 FK0208  HISTORY     - Date     Condition        Report By
 FK0208  HISTORY     - 1953     MONUMENTED       CGS
 FK0208  HISTORY     - 1955     GOOD             CGS
 FK0208  HISTORY     - 20060817 GOOD             GEOCAC
 FK0208
 FK0208                          STATION DESCRIPTION
 FK0208
 FK0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0208'3.6 MI NE FROM CLINTON.
 FK0208'1.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0208'RAILROAD FROM THE STATION AT CLINTON, THENCE 1.55 MILES NORTH
 FK0208'ALONG AN OILED ROAD, THENCE 0.25 MILE NORTHEAST ALONG THE AIRPORT
 FK0208'ROAD, AT THE CLINTON AIRPORT, 20.6 FEET NORTHWEST OF THE SOUTHEAST
 FK0208'CORNER OF THE MAIN HANGAR, 2.0 FEET ABOVE THE GROUND, SET
 FK0208'VERTICALLY IN THE CONCRETE FOUNDATION OF THE HANGAR.
 FK0208
 FK0208                          STATION RECOVERY (2006)
 FK0208
 FK0208'RECOVERY NOTE BY GEOCACHING 2006 (BRY)
 FK0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0316 ***********************************************************************
 FK0316  DESIGNATION -  K 174
 FK0316  PID         -  FK0316
 FK0316  STATE/COUNTY-  OK/WASHITA
 FK0316  COUNTRY     -  US
 FK0316  USGS QUAD   -  FOSS (2018)
 FK0316
 FK0316                         *CURRENT SURVEY CONTROL
 FK0316  ______________________________________________________________________
 FK0316* NAD 83(1986) POSITION- 35 26 33.     (N) 099 14 32.     (W)   SCALED
 FK0316* NAVD 88 ORTHO HEIGHT -   542.649 (meters)     1780.34  (feet) ADJUSTED
 FK0316  ______________________________________________________________________
 FK0316  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 FK0316  DYNAMIC HEIGHT  -        542.089 (meters)     1778.50  (feet) COMP
 FK0316  MODELED GRAVITY -    979,585.7   (mgal)                       NAVD 88
 FK0316
 FK0316  VERT ORDER      -  FIRST     CLASS II
 FK0316
 FK0316.The horizontal coordinates were scaled from a map and have
 FK0316.an estimated accuracy of +/- 6 seconds.
 FK0316
 FK0316.The orthometric height was determined by differential leveling and
 FK0316.adjusted by the NATIONAL GEODETIC SURVEY
 FK0316.in June 1991.
 FK0316
 FK0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0316.GEOID18 height accuracy estimate available here.
 FK0316
 FK0316.Click photographs - Photos may exist for this station.
 FK0316
 FK0316.The dynamic height is computed by dividing the NAVD 88
 FK0316.geopotential number by the normal gravity value computed on the
 FK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0316.degrees latitude (g = 980.6199 gals.).
 FK0316
 FK0316.The modeled gravity was interpolated from observed gravity values.
 FK0316
 FK0316;                    North         East    Units  Estimated Accuracy
 FK0316;SPC OK S     -   234,660.      487,210.      MT  (+/- 180 meters Scaled)
 FK0316
 FK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME780221(NAD 83)
 FK0316
 FK0316                          SUPERSEDED SURVEY CONTROL
 FK0316
 FK0316  NGVD 29 (??/??/92)  542.414  (m)         1779.57   (f) ADJ UNCH    1 2
 FK0316
 FK0316.Superseded values are not recommended for survey control.
 FK0316
 FK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0316.See file dsdata.pdf to determine how the superseded data were derived.
 FK0316
 FK0316_MARKER: DB = BENCH MARK DISK
 FK0316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0316_SP_SET: CULVERT HEADWALL
 FK0316_STAMPING: K 174 1953
 FK0316_MARK LOGO: CGS
 FK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0316+STABILITY: SURFACE MOTION
 FK0316
 FK0316  HISTORY     - Date     Condition        Report By
 FK0316  HISTORY     - 1953     MONUMENTED       CGS
 FK0316
 FK0316                          STATION DESCRIPTION
 FK0316
 FK0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0316'3 MI NE FROM CANUTE.
 FK0316'3.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0316'RAILROAD FROM THE STATION AT CANUTE, 8 1/2 POLES EAST OF MILEPOST
 FK0316'599, 0.7 MILE WEST OF BENCH MARK L 3, 10 FEET SOUTH OF THE SOUTH
 FK0316'RAIL, SET IN THE TP OF THE EAST END OF THE SOUTH HEADWALL OF A
 FK0316'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0351 ***********************************************************************
 FK0351  DESIGNATION -  K 175
 FK0351  PID         -  FK0351
 FK0351  STATE/COUNTY-  OK/BECKHAM
 FK0351  COUNTRY     -  US
 FK0351  USGS QUAD   -  HOCKER (2018)
 FK0351
 FK0351                         *CURRENT SURVEY CONTROL
 FK0351  ______________________________________________________________________
 FK0351* NAD 83(1986) POSITION- 35 22 20.     (N) 099 28 40.     (W)   SCALED
 FK0351* NAVD 88 ORTHO HEIGHT -   633.355 (meters)     2077.93  (feet) ADJUSTED
 FK0351  ______________________________________________________________________
 FK0351  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 FK0351  DYNAMIC HEIGHT  -        632.691 (meters)     2075.75  (feet) COMP
 FK0351  MODELED GRAVITY -    979,565.0   (mgal)                       NAVD 88
 FK0351
 FK0351  VERT ORDER      -  FIRST     CLASS II
 FK0351
 FK0351.The horizontal coordinates were scaled from a map and have
 FK0351.an estimated accuracy of +/- 6 seconds.
 FK0351
 FK0351.The orthometric height was determined by differential leveling and
 FK0351.adjusted by the NATIONAL GEODETIC SURVEY
 FK0351.in June 1991.
 FK0351
 FK0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0351.GEOID18 height accuracy estimate available here.
 FK0351
 FK0351.Click photographs - Photos may exist for this station.
 FK0351
 FK0351.The dynamic height is computed by dividing the NAVD 88
 FK0351.geopotential number by the normal gravity value computed on the
 FK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0351.degrees latitude (g = 980.6199 gals.).
 FK0351
 FK0351.The modeled gravity was interpolated from observed gravity values.
 FK0351
 FK0351;                    North         East    Units  Estimated Accuracy
 FK0351;SPC OK S     -   227,150.      465,710.      MT  (+/- 180 meters Scaled)
 FK0351
 FK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME566144(NAD 83)
 FK0351
 FK0351                          SUPERSEDED SURVEY CONTROL
 FK0351
 FK0351  NGVD 29 (??/??/92)  633.096  (m)         2077.08   (f) ADJ UNCH    1 2
 FK0351
 FK0351.Superseded values are not recommended for survey control.
 FK0351
 FK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0351.See file dsdata.pdf to determine how the superseded data were derived.
 FK0351
 FK0351_MARKER: DB = BENCH MARK DISK
 FK0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0351_STAMPING: K 175 1953
 FK0351_MARK LOGO: CGS
 FK0351_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0351+STABILITY: SURFACE MOTION
 FK0351
 FK0351  HISTORY     - Date     Condition        Report By
 FK0351  HISTORY     - 1953     MONUMENTED       CGS
 FK0351  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0351
 FK0351                          STATION DESCRIPTION
 FK0351
 FK0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0351'5.4 MI SW FROM ELK CITY.
 FK0351'5.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0351'RAILROAD FROM THE STATION AT ELK CITY, 0.25 MILE EAST OF MILEPOST
 FK0351'615, 45.7 FEET NORTH OF THE NORTH RAIL, 21 FEET SOUTH OF THE
 FK0351'CENTER LINE OF A SANDY TRACK ROAD, 1.2 FEET SOUTH OF A FENCE, 2.6
 FK0351'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0351'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0351
 FK0351                          STATION RECOVERY (1986)
 FK0351
 FK0351'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0416 ***********************************************************************
 FK0416  DESIGNATION -  K 176
 FK0416  PID         -  FK0416
 FK0416  STATE/COUNTY-  OK/BECKHAM
 FK0416  COUNTRY     -  US
 FK0416  USGS QUAD   -  SAYRE (2018)
 FK0416
 FK0416                         *CURRENT SURVEY CONTROL
 FK0416  ______________________________________________________________________
 FK0416* NAD 83(1986) POSITION- 35 15 23.     (N) 099 44 54.     (W)   SCALED
 FK0416* NAVD 88 ORTHO HEIGHT -   584.731 (meters)     1918.41  (feet) ADJUSTED
 FK0416  ______________________________________________________________________
 FK0416  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 FK0416  DYNAMIC HEIGHT  -        584.131 (meters)     1916.44  (feet) COMP
 FK0416  MODELED GRAVITY -    979,588.5   (mgal)                       NAVD 88
 FK0416
 FK0416  VERT ORDER      -  FIRST     CLASS II
 FK0416
 FK0416.The horizontal coordinates were scaled from a map and have
 FK0416.an estimated accuracy of +/- 6 seconds.
 FK0416
 FK0416.The orthometric height was determined by differential leveling and
 FK0416.adjusted by the NATIONAL GEODETIC SURVEY
 FK0416.in June 1991.
 FK0416
 FK0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0416.GEOID18 height accuracy estimate available here.
 FK0416
 FK0416.Click photographs - Photos may exist for this station.
 FK0416
 FK0416.The dynamic height is computed by dividing the NAVD 88
 FK0416.geopotential number by the normal gravity value computed on the
 FK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0416.degrees latitude (g = 980.6199 gals.).
 FK0416
 FK0416.The modeled gravity was interpolated from observed gravity values.
 FK0416
 FK0416;                    North         East    Units  Estimated Accuracy
 FK0416;SPC OK S     -   214,700.      440,900.      MT  (+/- 180 meters Scaled)
 FK0416
 FK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME319017(NAD 83)
 FK0416
 FK0416                          SUPERSEDED SURVEY CONTROL
 FK0416
 FK0416  NGVD 29 (??/??/92)  584.505  (m)         1917.66   (f) ADJ UNCH    1 2
 FK0416
 FK0416.Superseded values are not recommended for survey control.
 FK0416
 FK0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0416.See file dsdata.pdf to determine how the superseded data were derived.
 FK0416
 FK0416_MARKER: DB = BENCH MARK DISK
 FK0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0416_STAMPING: K 176 1953
 FK0416_MARK LOGO: CGS
 FK0416_PROJECTION: PROJECTING 30 CENTIMETERS
 FK0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0416+STABILITY: SURFACE MOTION
 FK0416
 FK0416  HISTORY     - Date     Condition        Report By
 FK0416  HISTORY     - 1953     MONUMENTED       CGS
 FK0416  HISTORY     - 19881107 MARK NOT FOUND   USPSQD
 FK0416
 FK0416                          STATION DESCRIPTION
 FK0416
 FK0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0416'7.1 MI SW FROM SAYRE.
 FK0416'7.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0416'RAILROAD FROM THE STATION AT SAYRE, 0.4 MILE NORTHEAST OF BENCH
 FK0416'MARK T 176, 0.45 MILE NORTHEAST OF MILEPOST 634, 40 FEET
 FK0416'SOUTHEAST OF THE SOUTHEAST RAIL, 44.6 FEET NORTHWEST OF THE
 FK0416'CENTER LINE OF U.S. HIGHWAY 66, 2.3 FEET NORTHEAST OF A WITNESS
 FK0416'POST, 5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A
 FK0416'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 FK0416
 FK0416                          STATION RECOVERY (1988)
 FK0416
 FK0416'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0416'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0238 ***********************************************************************
 EM0238  DESIGNATION -  K 177
 EM0238  PID         -  EM0238
 EM0238  STATE/COUNTY-  OK/JACKSON
 EM0238  COUNTRY     -  US
 EM0238  USGS QUAD   -  ALTUS (2018)
 EM0238
 EM0238                         *CURRENT SURVEY CONTROL
 EM0238  ______________________________________________________________________
 EM0238* NAD 83(1986) POSITION- 34 39 36.     (N) 099 16 54.     (W)   SCALED
 EM0238* NAVD 88 ORTHO HEIGHT -   414.474 (meters)     1359.82  (feet) POSTED
 EM0238  ______________________________________________________________________
 EM0238  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 EM0238  DYNAMIC HEIGHT  -        414.03  (meters)     1358.4   (feet) COMP
 EM0238  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 EM0238
 EM0238  VERT ORDER      -  * POSTED, SEE BELOW
 EM0238
 EM0238.The horizontal coordinates were scaled from a map and have
 EM0238.an estimated accuracy of +/- 6 seconds.
 EM0238
 EM0238.The orthometric height was determined by differential leveling
 EM0238.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0238
 EM0238.* This is a POSTED BENCH MARK height.
 EM0238
 EM0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0238.GEOID18 height accuracy estimate available here.
 EM0238
 EM0238.Click photographs - Photos may exist for this station.
 EM0238
 EM0238.The dynamic height is computed by dividing the NAVD 88
 EM0238.geopotential number by the normal gravity value computed on the
 EM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0238.degrees latitude (g = 980.6199 gals.).
 EM0238
 EM0238.The modeled gravity was interpolated from observed gravity values.
 EM0238
 EM0238;                    North         East    Units  Estimated Accuracy
 EM0238;SPC OK S     -   147,900.      482,530.      MT  (+/- 180 meters Scaled)
 EM0238
 EM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD741353(NAD 83)
 EM0238
 EM0238                          SUPERSEDED SURVEY CONTROL
 EM0238
 EM0238  NGVD 29 (??/??/92)  414.315  (m)         1359.30   (f) ADJ UNCH    1 2
 EM0238
 EM0238.Superseded values are not recommended for survey control.
 EM0238
 EM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0238.See file dsdata.pdf to determine how the superseded data were derived.
 EM0238
 EM0238_MARKER: DB = BENCH MARK DISK
 EM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0238_STAMPING: K 177 1956
 EM0238_MARK LOGO: CGS
 EM0238_PROJECTION: RECESSED 6 CENTIMETERS
 EM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0238+STABILITY: SURFACE MOTION
 EM0238
 EM0238  HISTORY     - Date     Condition        Report By
 EM0238  HISTORY     - 1956     MONUMENTED       CGS
 EM0238  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0238
 EM0238                          STATION DESCRIPTION
 EM0238
 EM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0238'5.5 MI NE FROM ALTUS.
 EM0238'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0238'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0238'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0238'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.65 MILE
 EM0238'NORTH ACROSS THE AIRPORT, THENCE 0.25 MILE NORTHWEST ACROSS THE
 EM0238'AIRPORT, 8 FEET NORTHWEST OF A FENCE CORNER, 18 FEET NORTHWEST OF THE
 EM0238'NORTHWEST END OF A GATE, 80 YARDS SOUTH OF THE WEST CORNER OF A REPAIR
 EM0238'HANGAR, SET IN THE TOP OF CONCRETE POST WHICH IS 0.2 FOOT BELOW THE
 EM0238'TOP OF THE GROUND, AT THE ALTUS AIR FORCE BASE.
 EM0238
 EM0238                          STATION RECOVERY (1963)
 EM0238
 EM0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0102 ***********************************************************************
 GH0102  DESIGNATION -  K 18
 GH0102  PID         -  GH0102
 GH0102  STATE/COUNTY-  OK/CREEK
 GH0102  COUNTRY     -  US
 GH0102  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0102
 GH0102                         *CURRENT SURVEY CONTROL
 GH0102  ______________________________________________________________________
 GH0102* NAD 83(1986) POSITION- 36 02 46.     (N) 096 05 49.     (W)   SCALED
 GH0102* NAVD 88 ORTHO HEIGHT -   216.787 (meters)      711.24  (feet) ADJUSTED
 GH0102  ______________________________________________________________________
 GH0102  GEOID HEIGHT    -        -28.730 (meters)                     GEOID18
 GH0102  DYNAMIC HEIGHT  -        216.596 (meters)      710.62  (feet) COMP
 GH0102  MODELED GRAVITY -    979,747.9   (mgal)                       NAVD 88
 GH0102
 GH0102  VERT ORDER      -  FIRST     CLASS II
 GH0102
 GH0102.The horizontal coordinates were scaled from a map and have
 GH0102.an estimated accuracy of +/- 6 seconds.
 GH0102
 GH0102.The orthometric height was determined by differential leveling and
 GH0102.adjusted by the NATIONAL GEODETIC SURVEY
 GH0102.in June 1991.
 GH0102
 GH0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0102.GEOID18 height accuracy estimate available here.
 GH0102
 GH0102.Click photographs - Photos may exist for this station.
 GH0102
 GH0102.The dynamic height is computed by dividing the NAVD 88
 GH0102.geopotential number by the normal gravity value computed on the
 GH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0102.degrees latitude (g = 980.6199 gals.).
 GH0102
 GH0102.The modeled gravity was interpolated from observed gravity values.
 GH0102
 GH0102;                    North         East    Units  Estimated Accuracy
 GH0102;SPC OK N     -   117,750.      771,470.      MT  (+/- 180 meters Scaled)
 GH0102
 GH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE615929(NAD 83)
 GH0102
 GH0102                          SUPERSEDED SURVEY CONTROL
 GH0102
 GH0102  NGVD 29 (??/??/92)  216.675  (m)          710.87   (f) ADJ UNCH    1 2
 GH0102
 GH0102.Superseded values are not recommended for survey control.
 GH0102
 GH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0102.See file dsdata.pdf to determine how the superseded data were derived.
 GH0102
 GH0102_MARKER: DB = BENCH MARK DISK
 GH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0102_STAMPING: K 18 1933
 GH0102_MARK LOGO: CGS
 GH0102_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0102+STABILITY: SURFACE MOTION
 GH0102
 GH0102  HISTORY     - Date     Condition        Report By
 GH0102  HISTORY     - 1933     MONUMENTED       CGS
 GH0102  HISTORY     - 19940331 MARK NOT FOUND   NGS
 GH0102
 GH0102                          STATION DESCRIPTION
 GH0102
 GH0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0102'3.2 MI N FROM SAPULPA.
 GH0102'ABOUT 3.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0102'FROM THE STATION AT SAPULPA, CREEK COUNTY, AT A ROAD CROSSING,
 GH0102'84 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 65 FEET
 GH0102'WEST OF U.S. HIGHWAY 66, AND ABOUT 45 FEET EAST OF THE EAST
 GH0102'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 18 1933
 GH0102'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GH0102'ABOVE GROUND.
 GH0102
 GH0102                          STATION RECOVERY (1994)
 GH0102
 GH0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GH0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0526 ***********************************************************************
 GH0526  DESIGNATION -  K 180
 GH0526  PID         -  GH0526
 GH0526  STATE/COUNTY-  OK/GRANT
 GH0526  COUNTRY     -  US
 GH0526  USGS QUAD   -  WAKITA (2018)
 GH0526
 GH0526                         *CURRENT SURVEY CONTROL
 GH0526  ______________________________________________________________________
 GH0526* NAD 83(1986) POSITION- 36 55 43.     (N) 097 58 05.     (W)   SCALED
 GH0526* NAVD 88 ORTHO HEIGHT -   353.082 (meters)     1158.40  (feet) ADJUSTED
 GH0526  ______________________________________________________________________
 GH0526  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 GH0526  DYNAMIC HEIGHT  -        352.790 (meters)     1157.45  (feet) COMP
 GH0526  MODELED GRAVITY -    979,793.7   (mgal)                       NAVD 88
 GH0526
 GH0526  VERT ORDER      -  FIRST     CLASS II
 GH0526
 GH0526.The horizontal coordinates were scaled from a map and have
 GH0526.an estimated accuracy of +/- 6 seconds.
 GH0526
 GH0526.The orthometric height was determined by differential leveling and
 GH0526.adjusted by the NATIONAL GEODETIC SURVEY
 GH0526.in June 1991.
 GH0526
 GH0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0526.GEOID18 height accuracy estimate available here.
 GH0526
 GH0526.Click photographs - Photos may exist for this station.
 GH0526
 GH0526.The dynamic height is computed by dividing the NAVD 88
 GH0526.geopotential number by the normal gravity value computed on the
 GH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0526.degrees latitude (g = 980.6199 gals.).
 GH0526
 GH0526.The modeled gravity was interpolated from observed gravity values.
 GH0526
 GH0526;                    North         East    Units  Estimated Accuracy
 GH0526;SPC OK N     -   214,000.      602,850.      MT  (+/- 180 meters Scaled)
 GH0526
 GH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF919874(NAD 83)
 GH0526
 GH0526                          SUPERSEDED SURVEY CONTROL
 GH0526
 GH0526  NGVD 29 (??/??/92)  352.972  (m)         1158.04   (f) ADJ UNCH    1 2
 GH0526
 GH0526.Superseded values are not recommended for survey control.
 GH0526
 GH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0526.See file dsdata.pdf to determine how the superseded data were derived.
 GH0526
 GH0526_MARKER: DB = BENCH MARK DISK
 GH0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0526_STAMPING: K 180 1953
 GH0526_MARK LOGO: CGS
 GH0526_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0526+STABILITY: SURFACE MOTION
 GH0526
 GH0526  HISTORY     - Date     Condition        Report By
 GH0526  HISTORY     - 1953     MONUMENTED       CGS
 GH0526  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0526
 GH0526                          STATION DESCRIPTION
 GH0526
 GH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0526'4 MI NW FROM WAKITA.
 GH0526'4.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0526'RAILROAD FROM THE STATION AT WAKITA, 8 POLES NORTHWEST OF
 GH0526'MILEPOST 87, 5 POLES NORTHWEST OF A ROAD CROSSING, 1 POLE
 GH0526'SOUTHEAST OF BRIDGE 86 B, 45 FEET SOUTHWEST OF THE SOUTHWEST
 GH0526'RAIL, 12 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST
 GH0526'OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 GH0526'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0526
 GH0526                          STATION RECOVERY (1985)
 GH0526
 GH0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0526'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0498 ***********************************************************************
 GH0498  DESIGNATION -  K 181
 GH0498  PID         -  GH0498
 GH0498  STATE/COUNTY-  OK/GRANT
 GH0498  COUNTRY     -  US
 GH0498  USGS QUAD   -  WAKITA SE (2018)
 GH0498
 GH0498                         *CURRENT SURVEY CONTROL
 GH0498  ______________________________________________________________________
 GH0498* NAD 83(1986) POSITION- 36 45 11.     (N) 097 46 05.     (W)   SCALED
 GH0498* NAVD 88 ORTHO HEIGHT -   330.939 (meters)     1085.76  (feet) ADJUSTED
 GH0498  ______________________________________________________________________
 GH0498  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 GH0498  DYNAMIC HEIGHT  -        330.662 (meters)     1084.85  (feet) COMP
 GH0498  MODELED GRAVITY -    979,784.4   (mgal)                       NAVD 88
 GH0498
 GH0498  VERT ORDER      -  FIRST     CLASS II
 GH0498
 GH0498.The horizontal coordinates were scaled from a map and have
 GH0498.an estimated accuracy of +/- 6 seconds.
 GH0498
 GH0498.The orthometric height was determined by differential leveling and
 GH0498.adjusted by the NATIONAL GEODETIC SURVEY
 GH0498.in June 1991.
 GH0498
 GH0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0498.GEOID18 height accuracy estimate available here.
 GH0498
 GH0498.Click photographs - Photos may exist for this station.
 GH0498
 GH0498.The dynamic height is computed by dividing the NAVD 88
 GH0498.geopotential number by the normal gravity value computed on the
 GH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0498.degrees latitude (g = 980.6199 gals.).
 GH0498
 GH0498.The modeled gravity was interpolated from observed gravity values.
 GH0498
 GH0498;                    North         East    Units  Estimated Accuracy
 GH0498;SPC OK N     -   194,540.      620,710.      MT  (+/- 180 meters Scaled)
 GH0498
 GH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF099681(NAD 83)
 GH0498
 GH0498                          SUPERSEDED SURVEY CONTROL
 GH0498
 GH0498  NGVD 29 (??/??/92)  330.821  (m)         1085.37   (f) SUPERSEDED  1 2
 GH0498  NGVD 29 (04/22/92)  330.797  (m)         1085.29   (f) ADJUSTED    1 2
 GH0498
 GH0498.Superseded values are not recommended for survey control.
 GH0498
 GH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0498.See file dsdata.pdf to determine how the superseded data were derived.
 GH0498
 GH0498_MARKER: DB = BENCH MARK DISK
 GH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0498_STAMPING: K 181 1953
 GH0498_MARK LOGO: CGS
 GH0498_PROJECTION: FLUSH
 GH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0498+STABILITY: SURFACE MOTION
 GH0498
 GH0498  HISTORY     - Date     Condition        Report By
 GH0498  HISTORY     - 1953     MONUMENTED       CGS
 GH0498  HISTORY     - 1985     GOOD             NGS
 GH0498
 GH0498                          STATION DESCRIPTION
 GH0498
 GH0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0498'2.4 MI NE FROM JEFFERSON.
 GH0498'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0498'RAILROAD FROM THE STATION AT JEFFERSON, 112 FEET SOUTHEAST OF THE
 GH0498'CENTER LINE OF U.S. HIGHWAY 81, 36 FEET NORTHWEST OF THE
 GH0498'NORTHWEST RAIL, 7 FEET SOUTHWEST OF MILEPOST 316, 2.5 FEET
 GH0498'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0498'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GH0498
 GH0498                          STATION RECOVERY (1985)
 GH0498
 GH0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0498'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM (4.4
 GH0498'MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0498'ROUTE 11 AT MEDFORD, AT RAILROAD MILEPOLE 316, AT THE SECOND POLE
 GH0498'NORTH OF A ROAD CROSSING, 34.1 METERS (112 FT) SOUTHEAST OF THE
 GH0498'HIGHWAY CENTERLINE, 11.0 METERS (36 FT) NORTHWEST OF THE NORTHWEST
 GH0498'RAIL AND 24.4 METERS (80 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 GH0498'SMALL WHITE BUILDING.
 GH0498'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 GH0498'THE MARK IS 1.2 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0391 ***********************************************************************
 GH0391  DESIGNATION -  K 183
 GH0391  PID         -  GH0391
 GH0391  STATE/COUNTY-  OK/GARFIELD
 GH0391  COUNTRY     -  US
 GH0391  USGS QUAD   -  BISON (2018)
 GH0391
 GH0391                         *CURRENT SURVEY CONTROL
 GH0391  ______________________________________________________________________
 GH0391* NAD 83(1986) POSITION- 36 13 57.     (N) 097 53 19.     (W)   SCALED
 GH0391* NAVD 88 ORTHO HEIGHT -   379.007 (meters)     1243.46  (feet) ADJUSTED
 GH0391  ______________________________________________________________________
 GH0391  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 GH0391  DYNAMIC HEIGHT  -        378.670 (meters)     1242.35  (feet) COMP
 GH0391  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 GH0391
 GH0391  VERT ORDER      -  FIRST     CLASS II
 GH0391
 GH0391.The horizontal coordinates were scaled from a map and have
 GH0391.an estimated accuracy of +/- 6 seconds.
 GH0391
 GH0391.The orthometric height was determined by differential leveling and
 GH0391.adjusted by the NATIONAL GEODETIC SURVEY
 GH0391.in June 1991.
 GH0391
 GH0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0391.GEOID18 height accuracy estimate available here.
 GH0391
 GH0391.Click photographs - Photos may exist for this station.
 GH0391
 GH0391.The dynamic height is computed by dividing the NAVD 88
 GH0391.geopotential number by the normal gravity value computed on the
 GH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0391.degrees latitude (g = 980.6199 gals.).
 GH0391
 GH0391.The modeled gravity was interpolated from observed gravity values.
 GH0391
 GH0391;                    North         East    Units  Estimated Accuracy
 GH0391;SPC OK N     -   136,760.      610,010.      MT  (+/- 180 meters Scaled)
 GH0391
 GH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF998103(NAD 83)
 GH0391
 GH0391                          SUPERSEDED SURVEY CONTROL
 GH0391
 GH0391  NGVD 29 (??/??/92)  378.876  (m)         1243.03   (f) ADJ UNCH    1 2
 GH0391
 GH0391.Superseded values are not recommended for survey control.
 GH0391
 GH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0391.See file dsdata.pdf to determine how the superseded data were derived.
 GH0391
 GH0391_MARKER: DB = BENCH MARK DISK
 GH0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0391_STAMPING: K 183 1953
 GH0391_MARK LOGO: CGS
 GH0391_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0391+STABILITY: SURFACE MOTION
 GH0391
 GH0391  HISTORY     - Date     Condition        Report By
 GH0391  HISTORY     - 1953     MONUMENTED       CGS
 GH0391  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0391  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0391
 GH0391                          STATION DESCRIPTION
 GH0391
 GH0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0391'2.5 MI N FROM BISON.
 GH0391'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0391'RAILROAD FROM THE STATION AT BISON, AT A ROAD CROSSING, 2 POLES
 GH0391'NORTH OF MILEPOST 353, 61 FEET NORTH OF THE CENTER LINE OF A
 GH0391'ROAD, 43 FEET WEST OF THE WEST RAIL, 2.5 FEET EAST OF A FENCE,
 GH0391'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0391'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0391
 GH0391                          STATION RECOVERY (1979)
 GH0391
 GH0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0391'MARK NOT FOUND.
 GH0391
 GH0391                          STATION RECOVERY (1985)
 GH0391
 GH0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0391'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0366 ***********************************************************************
 GH0366  DESIGNATION -  K 184
 GH0366  PID         -  GH0366
 GH0366  STATE/COUNTY-  OK/KINGFISHER
 GH0366  COUNTRY     -  US
 GH0366  USGS QUAD   -  HENNESSEY (2018)
 GH0366
 GH0366                         *CURRENT SURVEY CONTROL
 GH0366  ______________________________________________________________________
 GH0366* NAD 83(1986) POSITION- 36 02 40.     (N) 097 54 35.     (W)   SCALED
 GH0366* NAVD 88 ORTHO HEIGHT -   334.731 (meters)     1098.20  (feet) ADJUSTED
 GH0366  ______________________________________________________________________
 GH0366  GEOID HEIGHT    -        -27.403 (meters)                     GEOID18
 GH0366  DYNAMIC HEIGHT  -        334.429 (meters)     1097.21  (feet) COMP
 GH0366  MODELED GRAVITY -    979,721.1   (mgal)                       NAVD 88
 GH0366
 GH0366  VERT ORDER      -  FIRST     CLASS II
 GH0366
 GH0366.The horizontal coordinates were scaled from a map and have
 GH0366.an estimated accuracy of +/- 6 seconds.
 GH0366
 GH0366.The orthometric height was determined by differential leveling and
 GH0366.adjusted by the NATIONAL GEODETIC SURVEY
 GH0366.in June 1991.
 GH0366
 GH0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0366.GEOID18 height accuracy estimate available here.
 GH0366
 GH0366.Click photographs - Photos may exist for this station.
 GH0366
 GH0366.The dynamic height is computed by dividing the NAVD 88
 GH0366.geopotential number by the normal gravity value computed on the
 GH0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0366.degrees latitude (g = 980.6199 gals.).
 GH0366
 GH0366.The modeled gravity was interpolated from observed gravity values.
 GH0366
 GH0366;                    North         East    Units  Estimated Accuracy
 GH0366;SPC OK N     -   115,890.      608,140.      MT  (+/- 180 meters Scaled)
 GH0366
 GH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE982894(NAD 83)
 GH0366
 GH0366                          SUPERSEDED SURVEY CONTROL
 GH0366
 GH0366  NGVD 29 (??/??/92)  334.600  (m)         1097.77   (f) SUPERSEDED  1 2
 GH0366  NGVD 29 (04/22/92)  334.563  (m)         1097.65   (f) ADJUSTED    1 2
 GH0366
 GH0366.Superseded values are not recommended for survey control.
 GH0366
 GH0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0366.See file dsdata.pdf to determine how the superseded data were derived.
 GH0366
 GH0366_MARKER: DB = BENCH MARK DISK
 GH0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0366_STAMPING: K 184 1953
 GH0366_MARK LOGO: CGS
 GH0366_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0366+STABILITY: SURFACE MOTION
 GH0366
 GH0366  HISTORY     - Date     Condition        Report By
 GH0366  HISTORY     - 1953     MONUMENTED       CGS
 GH0366  HISTORY     - 1985     GOOD             NGS
 GH0366
 GH0366                          STATION DESCRIPTION
 GH0366
 GH0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0366'4.5 MI S FROM HENNESSEY.
 GH0366'4.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0366'RAILROAD FROM THE STATION AT HENNESSEY, AT A ROAD CROSSING,
 GH0366'2 POLES NORTH OF MILEPOST 366, 47 FEET NORTH OF THE CENTER LINE
 GH0366'OF A ROAD, 41 FEET WEST OF THE WEST RAIL, 5.5 FEET WEST OF
 GH0366'A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 GH0366'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0366
 GH0366                          STATION RECOVERY (1985)
 GH0366
 GH0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0366'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.00 KM (4.35
 GH0366'MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT HENNESSEY,
 GH0366'THENCE 0.99 KM (0.62 MI) WEST ALONG A GRAVEL SECTION LINE ROAD, IN THE
 GH0366'NORTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND AND
 GH0366'PACIFIC RAILROAD, 14.3 METERS (47 FT) NORTH OF THE CENTER OF THE ROAD,
 GH0366'12.5 METERS (41 FT) WEST OF THE WEST RAIL, 18.9 METERS (62 FT)
 GH0366'EAST-NORTHEAST OF A POWER POLE AT THE WEST SIDE OF A POWER LINE
 GH0366'CROSSING THE TRACKS AND 1.7 METERS (5.5 FT) WEST OF THE SECOND
 GH0366'TELEPHONE POLE NORTH OF RAILROAD MILEPOLE 366.
 GH0366'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0366'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0566 ***********************************************************************
 FJ0566  DESIGNATION -  K 185
 FJ0566  PID         -  FJ0566
 FJ0566  STATE/COUNTY-  OK/KINGFISHER
 FJ0566  COUNTRY     -  US
 FJ0566  USGS QUAD   -  KINGFISHER (2018)
 FJ0566
 FJ0566                         *CURRENT SURVEY CONTROL
 FJ0566  ______________________________________________________________________
 FJ0566* NAD 83(1986) POSITION- 35 50 33.     (N) 097 55 47.     (W)   SCALED
 FJ0566* NAVD 88 ORTHO HEIGHT -   324.882 (meters)     1065.88  (feet) ADJUSTED
 FJ0566  ______________________________________________________________________
 FJ0566  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 FJ0566  DYNAMIC HEIGHT  -        324.585 (meters)     1064.91  (feet) COMP
 FJ0566  MODELED GRAVITY -    979,709.4   (mgal)                       NAVD 88
 FJ0566
 FJ0566  VERT ORDER      -  FIRST     CLASS II
 FJ0566
 FJ0566.The horizontal coordinates were scaled from a map and have
 FJ0566.an estimated accuracy of +/- 6 seconds.
 FJ0566
 FJ0566.The orthometric height was determined by differential leveling and
 FJ0566.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0566.in June 1991.
 FJ0566
 FJ0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0566.GEOID18 height accuracy estimate available here.
 FJ0566
 FJ0566.Click photographs - Photos may exist for this station.
 FJ0566
 FJ0566.The dynamic height is computed by dividing the NAVD 88
 FJ0566.geopotential number by the normal gravity value computed on the
 FJ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0566.degrees latitude (g = 980.6199 gals.).
 FJ0566
 FJ0566.The modeled gravity was interpolated from observed gravity values.
 FJ0566
 FJ0566;                    North         East    Units  Estimated Accuracy
 FJ0566;SPC OK N     -    93,480.      606,350.      MT  (+/- 180 meters Scaled)
 FJ0566
 FJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE966670(NAD 83)
 FJ0566
 FJ0566                          SUPERSEDED SURVEY CONTROL
 FJ0566
 FJ0566  NGVD 29 (??/??/92)  324.750  (m)         1065.45   (f) ADJ UNCH    1 2
 FJ0566
 FJ0566.Superseded values are not recommended for survey control.
 FJ0566
 FJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0566.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0566
 FJ0566_MARKER: DB = BENCH MARK DISK
 FJ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0566_STAMPING: K 185 1953
 FJ0566_MARK LOGO: CGS
 FJ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0566+STABILITY: SURFACE MOTION
 FJ0566
 FJ0566  HISTORY     - Date     Condition        Report By
 FJ0566  HISTORY     - 1953     MONUMENTED       CGS
 FJ0566  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0566
 FJ0566                          STATION DESCRIPTION
 FJ0566
 FJ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0566'1.3 MI S FROM KINGFISHER.
 FJ0566'1.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0566'RAILROAD FROM THE STATION AT KINGFISHER, AT A ROAD CROSSING, 1 1/2
 FJ0566'POLES NORTH OF MILEPOST 380, 106 FEET NORTH OF THE CENTER LINE
 FJ0566'OF AN EAST AND WEST ROAD, 43 FEET EAST OF THE EAST RAIL, 29 FEET
 FJ0566'WEST OF A FENCE, 8 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH
 FJ0566'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0566'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FJ0566
 FJ0566                          STATION RECOVERY (1985)
 FJ0566
 FJ0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0566'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0120 ***********************************************************************
 FK0120  DESIGNATION -  K 186
 FK0120  PID         -  FK0120
 FK0120  STATE/COUNTY-  OK/CANADIAN
 FK0120  COUNTRY     -  US
 FK0120  USGS QUAD   -  COGAR NE (2018)
 FK0120
 FK0120                         *CURRENT SURVEY CONTROL
 FK0120  ______________________________________________________________________
 FK0120* NAD 83(1986) POSITION- 35 29 37.     (N) 098 00 28.     (W)   SCALED
 FK0120* NAVD 88 ORTHO HEIGHT -   425.395 (meters)     1395.65  (feet) ADJUSTED
 FK0120  ______________________________________________________________________
 FK0120  GEOID HEIGHT    -        -27.071 (meters)                     GEOID18
 FK0120  DYNAMIC HEIGHT  -        424.979 (meters)     1394.29  (feet) COMP
 FK0120  MODELED GRAVITY -    979,642.3   (mgal)                       NAVD 88
 FK0120
 FK0120  VERT ORDER      -  FIRST     CLASS II
 FK0120
 FK0120.The horizontal coordinates were scaled from a map and have
 FK0120.an estimated accuracy of +/- 6 seconds.
 FK0120
 FK0120.The orthometric height was determined by differential leveling and
 FK0120.adjusted by the NATIONAL GEODETIC SURVEY
 FK0120.in June 1991.
 FK0120
 FK0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0120.GEOID18 height accuracy estimate available here.
 FK0120
 FK0120.Click photographs - Photos may exist for this station.
 FK0120
 FK0120.The dynamic height is computed by dividing the NAVD 88
 FK0120.geopotential number by the normal gravity value computed on the
 FK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0120.degrees latitude (g = 980.6199 gals.).
 FK0120
 FK0120.The modeled gravity was interpolated from observed gravity values.
 FK0120
 FK0120;                    North         East    Units  Estimated Accuracy
 FK0120;SPC OK N     -    54,770.      599,290.      MT  (+/- 180 meters Scaled)
 FK0120
 FK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE899282(NAD 83)
 FK0120
 FK0120                          SUPERSEDED SURVEY CONTROL
 FK0120
 FK0120  NGVD 29 (??/??/92)  425.213  (m)         1395.05   (f) ADJ UNCH    1 2
 FK0120
 FK0120.Superseded values are not recommended for survey control.
 FK0120
 FK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0120.See file dsdata.pdf to determine how the superseded data were derived.
 FK0120
 FK0120_MARKER: DB = BENCH MARK DISK
 FK0120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0120_SP_SET: CULVERT HEADWALL
 FK0120_STAMPING: K 186 1953
 FK0120_MARK LOGO: CGS
 FK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0120+STABILITY: SURFACE MOTION
 FK0120
 FK0120  HISTORY     - Date     Condition        Report By
 FK0120  HISTORY     - 1953     MONUMENTED       CGS
 FK0120
 FK0120                          STATION DESCRIPTION
 FK0120
 FK0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0120'6 MI SW FROM EL RENO.
 FK0120'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0120'RAILROAD FROM THE STATION AT EL RENO, THENCE 3.3 MILES WEST
 FK0120'ALONG A GRADED DIRT ROAD, 79 FEET NORTH OF THE CENTER LINE OF AN
 FK0120'EAST AND WEST ROAD, 12 FEET EAST OF THE CENTER LINE OF A NORTH
 FK0120'AND SOUTH ROAD, SET IN THE TOP OF THE CENTER OF THE EAST CONCRETE
 FK0120'HEADWALL OF A TWIN 36 INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0436 ***********************************************************************
 FJ0436  DESIGNATION -  K 187
 FJ0436  PID         -  FJ0436
 FJ0436  STATE/COUNTY-  OK/GRADY
 FJ0436  COUNTRY     -  US
 FJ0436  USGS QUAD   -  POCASSET (2018)
 FJ0436
 FJ0436                         *CURRENT SURVEY CONTROL
 FJ0436  ______________________________________________________________________
 FJ0436* NAD 83(1986) POSITION- 35 10 25.     (N) 097 56 57.     (W)   SCALED
 FJ0436* NAVD 88 ORTHO HEIGHT -   357.624 (meters)     1173.30  (feet) POSTED
 FJ0436  ______________________________________________________________________
 FJ0436  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 FJ0436  DYNAMIC HEIGHT  -        357.27  (meters)     1172.1   (feet) COMP
 FJ0436  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 FJ0436
 FJ0436  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0436
 FJ0436.The horizontal coordinates were scaled from a map and have
 FJ0436.an estimated accuracy of +/- 6 seconds.
 FJ0436
 FJ0436.The orthometric height was determined by differential leveling
 FJ0436.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0436
 FJ0436.* This is a POSTED BENCH MARK height.
 FJ0436
 FJ0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0436.GEOID18 height accuracy estimate available here.
 FJ0436
 FJ0436.Click photographs - Photos may exist for this station.
 FJ0436
 FJ0436.The dynamic height is computed by dividing the NAVD 88
 FJ0436.geopotential number by the normal gravity value computed on the
 FJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0436.degrees latitude (g = 980.6199 gals.).
 FJ0436
 FJ0436.The modeled gravity was interpolated from observed gravity values.
 FJ0436
 FJ0436;                    North         East    Units  Estimated Accuracy
 FJ0436;SPC OK S     -   204,140.      604,630.      MT  (+/- 180 meters Scaled)
 FJ0436
 FJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956928(NAD 83)
 FJ0436
 FJ0436                          SUPERSEDED SURVEY CONTROL
 FJ0436
 FJ0436  NGVD 29 (??/??/92)  357.479  (m)         1172.83   (f) ADJ UNCH    1 2
 FJ0436
 FJ0436.Superseded values are not recommended for survey control.
 FJ0436
 FJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0436.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0436
 FJ0436_MARKER: DB = BENCH MARK DISK
 FJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0436_STAMPING: K 187 1953
 FJ0436_MARK LOGO: CGS
 FJ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0436+STABILITY: SURFACE MOTION
 FJ0436
 FJ0436  HISTORY     - Date     Condition        Report By
 FJ0436  HISTORY     - 1953     MONUMENTED       CGS
 FJ0436  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0436
 FJ0436                          STATION DESCRIPTION
 FJ0436
 FJ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0436'1.7 MI S FROM POCASSET.
 FJ0436'1.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0436'RAILROAD FROM THE STATION AT POCASSET, 0.3 MILE SOUTH OF A
 FJ0436'ROAD CROSSING, 48 FEET EAST OF THE EAST RAIL, 8 FEET SOUTH
 FJ0436'OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 FJ0436'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FJ0436'GROUND.
 FJ0436
 FJ0436                          STATION RECOVERY (1986)
 FJ0436
 FJ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0475 ***********************************************************************
 FJ0475  DESIGNATION -  K 188
 FJ0475  PID         -  FJ0475
 FJ0475  STATE/COUNTY-  OK/GRADY
 FJ0475  COUNTRY     -  US
 FJ0475  USGS QUAD   -  CHICKASHA (2018)
 FJ0475
 FJ0475                         *CURRENT SURVEY CONTROL
 FJ0475  ______________________________________________________________________
 FJ0475* NAD 83(1986) POSITION- 35 03 09.     (N) 097 55 16.     (W)   SCALED
 FJ0475* NAVD 88 ORTHO HEIGHT -   331.603 (meters)     1087.93  (feet) ADJUSTED
 FJ0475  ______________________________________________________________________
 FJ0475  GEOID HEIGHT    -        -26.466 (meters)                     GEOID18
 FJ0475  DYNAMIC HEIGHT  -        331.275 (meters)     1086.86  (feet) COMP
 FJ0475  MODELED GRAVITY -    979,637.5   (mgal)                       NAVD 88
 FJ0475
 FJ0475  VERT ORDER      -  FIRST     CLASS II
 FJ0475
 FJ0475.The horizontal coordinates were scaled from a map and have
 FJ0475.an estimated accuracy of +/- 6 seconds.
 FJ0475
 FJ0475.The orthometric height was determined by differential leveling and
 FJ0475.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0475.in June 1991.
 FJ0475
 FJ0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0475.GEOID18 height accuracy estimate available here.
 FJ0475
 FJ0475.Click photographs - Photos may exist for this station.
 FJ0475
 FJ0475.The dynamic height is computed by dividing the NAVD 88
 FJ0475.geopotential number by the normal gravity value computed on the
 FJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0475.degrees latitude (g = 980.6199 gals.).
 FJ0475
 FJ0475.The modeled gravity was interpolated from observed gravity values.
 FJ0475
 FJ0475;                    North         East    Units  Estimated Accuracy
 FJ0475;SPC OK S     -   190,700.      607,200.      MT  (+/- 180 meters Scaled)
 FJ0475
 FJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND983793(NAD 83)
 FJ0475
 FJ0475                          SUPERSEDED SURVEY CONTROL
 FJ0475
 FJ0475  NGVD 29 (??/??/92)  331.497  (m)         1087.59   (f) ADJ UNCH    1 2
 FJ0475
 FJ0475.Superseded values are not recommended for survey control.
 FJ0475
 FJ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0475.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0475
 FJ0475_MARKER: DB = BENCH MARK DISK
 FJ0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0475_SP_SET: CULVERT HEADWALL
 FJ0475_STAMPING: K 188 1953
 FJ0475_MARK LOGO: CGS
 FJ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0475+STABILITY: SURFACE MOTION
 FJ0475
 FJ0475  HISTORY     - Date     Condition        Report By
 FJ0475  HISTORY     - 1953     MONUMENTED       CGS
 FJ0475
 FJ0475                          STATION DESCRIPTION
 FJ0475
 FJ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0475'0.6 MI E FROM CHICKASHA.
 FJ0475'0.6 MILE EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK ISLAND
 FJ0475'AND PACIFIC RAILROAD STATION AT CHICKASHA, 30 FEET EAST OF THE
 FJ0475'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 15 FEET NORTH OF
 FJ0475'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END
 FJ0475'OF THE NORTH CONCRETE HEADWALL OF A 30 INCH CONCRETE PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0077 ***********************************************************************
 FJ0077  DESIGNATION -  K 19
 FJ0077  PID         -  FJ0077
 FJ0077  STATE/COUNTY-  OK/OKMULGEE
 FJ0077  COUNTRY     -  US
 FJ0077  USGS QUAD   -  PHAROAH (2018)
 FJ0077
 FJ0077                         *CURRENT SURVEY CONTROL
 FJ0077  ______________________________________________________________________
 FJ0077* NAD 83(1986) POSITION- 35 23 25.     (N) 096 03 40.     (W)   SCALED
 FJ0077* NAVD 88 ORTHO HEIGHT -   223.990 (meters)      734.87  (feet) ADJUSTED
 FJ0077  ______________________________________________________________________
 FJ0077  GEOID HEIGHT    -        -28.998 (meters)                     GEOID18
 FJ0077  DYNAMIC HEIGHT  -        223.777 (meters)      734.18  (feet) COMP
 FJ0077  MODELED GRAVITY -    979,679.3   (mgal)                       NAVD 88
 FJ0077
 FJ0077  VERT ORDER      -  FIRST     CLASS II
 FJ0077
 FJ0077.The horizontal coordinates were scaled from a map and have
 FJ0077.an estimated accuracy of +/- 6 seconds.
 FJ0077
 FJ0077.The orthometric height was determined by differential leveling and
 FJ0077.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0077.in June 1991.
 FJ0077
 FJ0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0077.GEOID18 height accuracy estimate available here.
 FJ0077
 FJ0077.Click photographs - Photos may exist for this station.
 FJ0077
 FJ0077.The dynamic height is computed by dividing the NAVD 88
 FJ0077.geopotential number by the normal gravity value computed on the
 FJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0077.degrees latitude (g = 980.6199 gals.).
 FJ0077
 FJ0077.The modeled gravity was interpolated from observed gravity values.
 FJ0077
 FJ0077;                    North         East    Units  Estimated Accuracy
 FJ0077;SPC OK N     -    45,060.      776,150.      MT  (+/- 180 meters Scaled)
 FJ0077
 FJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE669202(NAD 83)
 FJ0077
 FJ0077                          SUPERSEDED SURVEY CONTROL
 FJ0077
 FJ0077  NGVD 29 (??/??/92)  223.865  (m)          734.46   (f) ADJ UNCH    1 2
 FJ0077
 FJ0077.Superseded values are not recommended for survey control.
 FJ0077
 FJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0077.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0077
 FJ0077_MARKER: DB = BENCH MARK DISK
 FJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0077_STAMPING: K 19 1933
 FJ0077_MARK LOGO: CGS
 FJ0077_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0077+STABILITY: SURFACE MOTION
 FJ0077
 FJ0077  HISTORY     - Date     Condition        Report By
 FJ0077  HISTORY     - 1933     MONUMENTED       CGS
 FJ0077  HISTORY     - 1969     GOOD             CGS
 FJ0077  HISTORY     - 1984     GOOD             NGS
 FJ0077
 FJ0077                          STATION DESCRIPTION
 FJ0077
 FJ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0077'AT BRYANT.
 FJ0077'LOCATED 71.6 FT. EAST OF SOUTHEAST CORNER OF FRISCO DEPOT AT
 FJ0077'BRYANT.  125 YARDS SOUTH OF MAIN STREET RAILROAD CROSSING.  2
 FJ0077'TELEGRAPH POLES SOUTH OF POLE MARKED 488.  47.5 FT. EAST OF
 FJ0077'EAST RAIL OF MAIN LINE TRACK.  STANDARD TABLET SET IN TOP OF
 FJ0077'CONCRETE POST 6 IN HIGH.
 FJ0077
 FJ0077                          STATION RECOVERY (1969)
 FJ0077
 FJ0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0077'RECOVERED IN GOOD CONDITION.
 FJ0077
 FJ0077                          STATION RECOVERY (1984)
 FJ0077
 FJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0077'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO, OFF MAIN LEVEL
 FJ0077'LINE, LEVEL LINE REROUTED ALONG INTERSTATE HIGHWAY 40.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0669 ***********************************************************************
 FJ0669  DESIGNATION -  K 192
 FJ0669  PID         -  FJ0669
 FJ0669  STATE/COUNTY-  OK/CANADIAN
 FJ0669  COUNTRY     -  US
 FJ0669  USGS QUAD   -  BETHANY (2018)
 FJ0669
 FJ0669                         *CURRENT SURVEY CONTROL
 FJ0669  ______________________________________________________________________
 FJ0669* NAD 83(1986) POSITION- 35 30 30.70   (N) 097 44 44.58   (W)   HD_HELD1
 FJ0669* NAVD 88 ORTHO HEIGHT -   395.787 (meters)     1298.51  (feet) ADJUSTED
 FJ0669  ______________________________________________________________________
 FJ0669  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 FJ0669  DYNAMIC HEIGHT  -        395.407 (meters)     1297.26  (feet) COMP
 FJ0669  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 FJ0669
 FJ0669  VERT ORDER      -  FIRST     CLASS II
 FJ0669
 FJ0669.The horizontal coordinates were determined by differentially corrected
 FJ0669.hand held GPS observations or other comparable positioning techniques
 FJ0669.and have an estimated accuracy of +/- 3 meters.
 FJ0669
 FJ0669.The orthometric height was determined by differential leveling and
 FJ0669.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0669.in August 1994.
 FJ0669
 FJ0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0669.GEOID18 height accuracy estimate available here.
 FJ0669
 FJ0669.Click photographs - Photos may exist for this station.
 FJ0669
 FJ0669.The dynamic height is computed by dividing the NAVD 88
 FJ0669.geopotential number by the normal gravity value computed on the
 FJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0669.degrees latitude (g = 980.6199 gals.).
 FJ0669
 FJ0669.The modeled gravity was interpolated from observed gravity values.
 FJ0669
 FJ0669;                    North         East    Units  Estimated Accuracy
 FJ0669;SPC OK N     -    56,453.2     623,068.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0669
 FJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1374530162(NAD 83)
 FJ0669
 FJ0669                          SUPERSEDED SURVEY CONTROL
 FJ0669
 FJ0669  NAVD 88 (??/??/92)  395.819  (m)         1298.62   (f) POSTED      3  
 FJ0669
 FJ0669.Superseded values are not recommended for survey control.
 FJ0669
 FJ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0669.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0669
 FJ0669_MARKER: DV = VERTICAL CONTROL DISK
 FJ0669_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ0669_SP_SET: ELEVATOR
 FJ0669_STAMPING: K 192 1984
 FJ0669_MARK LOGO: NGS
 FJ0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0669+STABILITY: POSITION/ELEVATION WELL
 FJ0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0669+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2020
 FJ0669
 FJ0669  HISTORY     - Date     Condition        Report By
 FJ0669  HISTORY     - 1984     MONUMENTED       NGS
 FJ0669  HISTORY     - 1988     GOOD             USPSQD
 FJ0669  HISTORY     - 1989     GOOD             USPSQD
 FJ0669  HISTORY     - 1990     GOOD             USPSQD
 FJ0669  HISTORY     - 19940113 GOOD             NGS
 FJ0669  HISTORY     - 20020319 GOOD             USPSQD
 FJ0669  HISTORY     - 20031031 GOOD             USPSQD
 FJ0669  HISTORY     - 20090418 GOOD             GEOCAC
 FJ0669  HISTORY     - 20201214 POOR             OKDOT
 FJ0669  HISTORY     - 20201217 SEE DESCRIPTION  OKDOT
 FJ0669
 FJ0669                          STATION DESCRIPTION
 FJ0669
 FJ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0669'IN YUKON.
 FJ0669'THE MARK IS 1.2 M ABOVE HIGHWAY.
 FJ0669'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0669'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, AND THE DISK
 FJ0669'IS SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE M-F-C FARMERS
 FJ0669'CO-OP GRAIN STORAGE BINS, NEAR THE EAST END, IS ABOUT 1.21 METERS
 FJ0669'(4.0 FT) ABOVE THE ASPHALT AND CONCRETE PARKING AREA, 91.44 METERS
 FJ0669'(300.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CO-OP OFFICE
 FJ0669'BUILDING, 50.96 METERS (167.2 FT) NORTH OF THE SOUTH SECURITY FENCE
 FJ0669'AROUND THE M-F-C FARMERS CO-OP PROPERTY, 3.87 METERS (12.7 FT) WEST OF
 FJ0669'A TURN IN THE FOUNDATION NEAR THE EAST END OF THE GRAIN BINS,
 FJ0669'1.12 METERS (3.7 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 FJ0669'EASTERNMOST GRAIN BIN, 0.70 METERS (2.3 FT) SOUTHEAST OF THE SOUTHEAST
 FJ0669'EDGE OF THE SECOND GRAIN BIN FROM THE EAST, AND 0.21 METERS (0.7 FT)
 FJ0669'NORTH OF THE SOUTH FACE OF THE FOUNDATION.
 FJ0669
 FJ0669                          STATION RECOVERY (1988)
 FJ0669
 FJ0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0669'RECOVERED IN GOOD CONDITION.
 FJ0669
 FJ0669                          STATION RECOVERY (1989)
 FJ0669
 FJ0669'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0669'RECOVERED IN GOOD CONDITION.
 FJ0669
 FJ0669                          STATION RECOVERY (1990)
 FJ0669
 FJ0669'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0669'RECOVERED IN GOOD CONDITION.
 FJ0669
 FJ0669                          STATION RECOVERY (1994)
 FJ0669
 FJ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0669'1.3 KM (0.80 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0669'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, IN THE SOUTH SIDE OF
 FJ0669'THE CONCRETE FOUNDATION FOR THE M-F-C FARMERS CO-OP GRAIN ELEVATOR
 FJ0669'STORAGE BINS, 63.3 M (207.7 FT) NORTH OF THE CENTERLINE OF THE
 FJ0669'WESTBOUND LANES OF THE HIGHWAY, 51.0 M (167.3 FT) NORTH OF A FENCE
 FJ0669'ENCLOSING THE ELEVATOR, 26.3 M (86.3 FT) NORTHWEST OF THE NORTHWEST
 FJ0669'CORNER OF THE ELEVATOR OFFICE, 3.9 M (12.8 FT) WEST OF A TURN IN THE
 FJ0669'FOUNDATION NEAR THE EAST END OF THE STORAGE BINS, 1.2 M (3.9 FT)
 FJ0669'ABOVE THE GROUND SURFACE, 1.1 M (3.6 FT) SOUTHWEST OF THE SOUTHWEST
 FJ0669'EDGE OF THE MOST EASTERLY STORAGE BIN, 0.7 M (2.3 FT) SOUTHEAST OF
 FJ0669'THE SOUTHEAST EDGE OF THE SECOND STORAGE BIN FROM THE EAST, AND 0.2 M
 FJ0669'(0.7 FT) NORTH OF THE SOUTH FACE OF THE FOUNDATION.
 FJ0669
 FJ0669                          STATION RECOVERY (2002)
 FJ0669
 FJ0669'RECOVERY NOTE BY US POWER SQUADRON 2002 (AJC)
 FJ0669'RECOVERED IN GOOD CONDITION.
 FJ0669
 FJ0669                          STATION RECOVERY (2003)
 FJ0669
 FJ0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (AJC)
 FJ0669'RECOVERED IN GOOD CONDITION.
 FJ0669
 FJ0669                          STATION RECOVERY (2009)
 FJ0669
 FJ0669'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0669'RECOVERED IN GOOD CONDITION.
 FJ0669
 FJ0669                          STATION RECOVERY (2020)
 FJ0669
 FJ0669'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0669'MARK FOUND IN PLACE, MARK SETS ON CONCRETE BASE OF A LARGE AND VERY
 FJ0669'TALL SILO, AFTER THREE 4.5 HOUR STATIC SESSIONS WE DETERMINED THAT WE
 FJ0669'COULD NOT ACHIEVE ACCURATE DATA FOR THIS MARK.
 FJ0669
 FJ0669                          STATION RECOVERY (2020)
 FJ0669
 FJ0669'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0669'MARK SETS AT THE BASE OF VERY TALL CONCRETE FEED SILO WHICH MAKES IT
 FJ0669'HARD TO OBTAIN A VIABLE OPUS SOLUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0700 ***********************************************************************
 FJ0700  DESIGNATION -  K 193
 FJ0700  PID         -  FJ0700
 FJ0700  STATE/COUNTY-  OK/OKLAHOMA
 FJ0700  COUNTRY     -  US
 FJ0700  USGS QUAD   -  CHOCTAW (2018)
 FJ0700
 FJ0700                         *CURRENT SURVEY CONTROL
 FJ0700  ______________________________________________________________________
 FJ0700* NAD 83(1986) POSITION- 35 29 35.16   (N) 097 15 54.84   (W)   HD_HELD1
 FJ0700* NAVD 88 ORTHO HEIGHT -   342.381 (meters)     1123.30  (feet) ADJUSTED
 FJ0700  ______________________________________________________________________
 FJ0700  GEOID HEIGHT    -        -27.130 (meters)                     GEOID18
 FJ0700  DYNAMIC HEIGHT  -        342.055 (meters)     1122.23  (feet) COMP
 FJ0700  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 FJ0700
 FJ0700  VERT ORDER      -  FIRST     CLASS II
 FJ0700
 FJ0700.The horizontal coordinates were determined by differentially corrected
 FJ0700.hand held GPS observations or other comparable positioning techniques
 FJ0700.and have an estimated accuracy of +/- 3 meters.
 FJ0700
 FJ0700.The orthometric height was determined by differential leveling and
 FJ0700.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0700.in August 1994.
 FJ0700
 FJ0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0700.GEOID18 height accuracy estimate available here.
 FJ0700
 FJ0700.Click photographs - Photos may exist for this station.
 FJ0700
 FJ0700.The dynamic height is computed by dividing the NAVD 88
 FJ0700.geopotential number by the normal gravity value computed on the
 FJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0700.degrees latitude (g = 980.6199 gals.).
 FJ0700
 FJ0700.The modeled gravity was interpolated from observed gravity values.
 FJ0700
 FJ0700;                    North         East    Units  Estimated Accuracy
 FJ0700;SPC OK N     -    54,963.5     666,670.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0700
 FJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5735229111(NAD 83)
 FJ0700
 FJ0700                          SUPERSEDED SURVEY CONTROL
 FJ0700
 FJ0700  NAVD 88 (06/15/91)  342.436  (m)         1123.48   (f) SUPERSEDED  1 2
 FJ0700
 FJ0700.Superseded values are not recommended for survey control.
 FJ0700
 FJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0700.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0700
 FJ0700_MARKER: DV = VERTICAL CONTROL DISK
 FJ0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0700_SP_SET: BRIDGE WINGWALL
 FJ0700_STAMPING: K 193 1984
 FJ0700_MARK LOGO: NGS
 FJ0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0700
 FJ0700  HISTORY     - Date     Condition        Report By
 FJ0700  HISTORY     - 1984     MONUMENTED       NGS
 FJ0700  HISTORY     - 1988     GOOD             USPSQD
 FJ0700  HISTORY     - 1989     GOOD             USPSQD
 FJ0700  HISTORY     - 1990     GOOD             USPSQD
 FJ0700
 FJ0700                          STATION DESCRIPTION
 FJ0700
 FJ0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0700'22.2 KM (13.75 MI) EAST FROM OKLAHOMA CITY.
 FJ0700'22.2 KM (13.75 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0700'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, SET IN THE TOP OF
 FJ0700'THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF THE WEST ABUTMENT OF
 FJ0700'HIGHWAY 62 EASTBOUND BRIDGE OVER THE CHICAGO AND ROCK ISLAND RAILROAD,
 FJ0700'AND 5.7 METERS (18.6 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 62
 FJ0700'EASTBOUND LANES.
 FJ0700'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FJ0700
 FJ0700                          STATION RECOVERY (1988)
 FJ0700
 FJ0700'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0700'RECOVERED IN GOOD CONDITION.
 FJ0700
 FJ0700                          STATION RECOVERY (1989)
 FJ0700
 FJ0700'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0700'RECOVERED IN GOOD CONDITION.
 FJ0700
 FJ0700                          STATION RECOVERY (1990)
 FJ0700
 FJ0700'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0685 ***********************************************************************
 FJ0685  DESIGNATION -  K 194
 FJ0685  PID         -  FJ0685
 FJ0685  STATE/COUNTY-  OK/OKLAHOMA
 FJ0685  COUNTRY     -  US
 FJ0685  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0685
 FJ0685                         *CURRENT SURVEY CONTROL
 FJ0685  ______________________________________________________________________
 FJ0685* NAD 83(1986) POSITION- 35 28 16.52   (N) 097 29 18.07   (W)   HD_HELD1
 FJ0685* NAVD 88 ORTHO HEIGHT -   360.352 (meters)     1182.25  (feet) ADJUSTED
 FJ0685  ______________________________________________________________________
 FJ0685  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 FJ0685  DYNAMIC HEIGHT  -        360.008 (meters)     1181.13  (feet) COMP
 FJ0685  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 FJ0685
 FJ0685  VERT ORDER      -  FIRST     CLASS II
 FJ0685
 FJ0685.The horizontal coordinates were determined by differentially corrected
 FJ0685.hand held GPS observations or other comparable positioning techniques
 FJ0685.and have an estimated accuracy of +/- 3 meters.
 FJ0685
 FJ0685.The orthometric height was determined by differential leveling and
 FJ0685.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0685.in August 1994.
 FJ0685
 FJ0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0685.GEOID18 height accuracy estimate available here.
 FJ0685
 FJ0685.Click photographs - Photos may exist for this station.
 FJ0685
 FJ0685.The dynamic height is computed by dividing the NAVD 88
 FJ0685.geopotential number by the normal gravity value computed on the
 FJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0685.degrees latitude (g = 980.6199 gals.).
 FJ0685
 FJ0685.The modeled gravity was interpolated from observed gravity values.
 FJ0685
 FJ0685;                    North         East    Units  Estimated Accuracy
 FJ0685;SPC OK N     -    52,409.9     646,438.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0685
 FJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3715026355(NAD 83)
 FJ0685
 FJ0685                          SUPERSEDED SURVEY CONTROL
 FJ0685
 FJ0685  NAVD 88 (06/15/91)  360.426  (m)         1182.50   (f) SUPERSEDED  1 2
 FJ0685
 FJ0685.Superseded values are not recommended for survey control.
 FJ0685
 FJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0685.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0685
 FJ0685_MARKER: I = METAL ROD
 FJ0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0685_STAMPING: K 194 1984
 FJ0685_MARK LOGO: NGS
 FJ0685_PROJECTION: FLUSH
 FJ0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0685_ROD/PIPE-DEPTH: 12.7 meters
 FJ0685
 FJ0685  HISTORY     - Date     Condition        Report By
 FJ0685  HISTORY     - 1984     MONUMENTED       NGS
 FJ0685  HISTORY     - 1988     GOOD             USPSQD
 FJ0685
 FJ0685                          STATION DESCRIPTION
 FJ0685
 FJ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0685'3.0 KM (1.9 MI) EAST FROM OKLAHOMA CITY.
 FJ0685'1.0 KM (0.6 MI) EAST ALONG EAST RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0685'VIADUCT OVER RENO AVENUE IN OKLAHOMA CITY, THENCE 0.8 KM (0.5 MI)
 FJ0685'NORTH ALONG NORTH LINCOLN BOULEVARDE, THENCE 1.3 KM (0.8 MI) EAST
 FJ0685'ALONG NORTHEAST 4TH STREET, AT A POWERLINE POLE AT THE NORTHWEST
 FJ0685'CORNER OF THE CLYTUS INDUSTRIES INCORPORATED PROPERTY, ABOUT 0.1 KM
 FJ0685'(0.05 MI) WEST OF A SIDE STREET (NORTH KATE AVENUE) LEADING NORTH,
 FJ0685'8.22 METERS (27.0 FT) SOUTH OF THE CENTERLINE OF THE NORTHEAST 4TH
 FJ0685'STREET EASTBOUND LANES, 27.03 METERS (88.7 FT) NORTH-NORTHWEST OF THE
 FJ0685'NORTHWEST CORNER OF THE CLYTUS INDUSTRIES INCORPORATED BUILDING, 6.27
 FJ0685'METERS (20.6 FT) SOUTH OF A GUY WIRE ANCHOR, 6.03 METERS (19.8 FT)
 FJ0685'EAST-NORTHEAST OF A CHAIN LINK CORNER FENCE POST, AND 0.82 METERS
 FJ0685'(2.7 FT) WEST OF A POWERLINE POLE WITH AN ELECTRIC CABLE IN CONDUIT ON
 FJ0685'THE EAST SIDE OF THE POLE.  NOTE, ROD DRIVEN TO REFUSAL, ROD ANCHORED.
 FJ0685'THE MARK IS 0.76 METERS  WSW FROM A WITNESS POST.
 FJ0685'THE MARK IS 0.15 M ABOVE THE STREET.
 FJ0685
 FJ0685                          STATION RECOVERY (1988)
 FJ0685
 FJ0685'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0737 ***********************************************************************
 FJ0737  DESIGNATION -  K 195
 FJ0737  PID         -  FJ0737
 FJ0737  STATE/COUNTY-  OK/LINCOLN
 FJ0737  COUNTRY     -  US
 FJ0737  USGS QUAD   -  PRAGUE (2018)
 FJ0737
 FJ0737                         *CURRENT SURVEY CONTROL
 FJ0737  ______________________________________________________________________
 FJ0737* NAD 83(1993) POSITION- 35 29 21.97438(N) 096 43 57.86371(W)   ADJUSTED
 FJ0737* NAD 83(1993) ELLIP HT-   279.175 (meters)        (11/28/94)   ADJUSTED
 FJ0737* NAVD 88 ORTHO HEIGHT -   305.635 (meters)     1002.74  (feet) ADJUSTED
 FJ0737  ______________________________________________________________________
 FJ0737  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 FJ0737  NAD 83(1993) X  -   -609,558.979 (meters)                     COMP
 FJ0737  NAD 83(1993) Y  - -5,163,463.526 (meters)                     COMP
 FJ0737  NAD 83(1993) Z  -  3,682,375.909 (meters)                     COMP
 FJ0737  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 FJ0737  DYNAMIC HEIGHT  -        305.349 (meters)     1001.80  (feet) COMP
 FJ0737  MODELED GRAVITY -    979,687.0   (mgal)                       NAVD 88
 FJ0737
 FJ0737  HORZ ORDER      -  SECOND
 FJ0737  VERT ORDER      -  FIRST     CLASS II
 FJ0737  ELLP ORDER      -  FIFTH     CLASS I
 FJ0737
 FJ0737.The horizontal coordinates were established by GPS observations
 FJ0737.and adjusted by the National Geodetic Survey in November 1994.
 FJ0737
 FJ0737.The orthometric height was determined by differential leveling and
 FJ0737.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0737.in August 1994.
 FJ0737
 FJ0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0737.GEOID18 height accuracy estimate available here.
 FJ0737
 FJ0737.Click photographs - Photos may exist for this station.
 FJ0737
 FJ0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0737
 FJ0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0737
 FJ0737.The ellipsoidal height was determined by GPS observations
 FJ0737.and is referenced to NAD 83.
 FJ0737
 FJ0737.The dynamic height is computed by dividing the NAVD 88
 FJ0737.geopotential number by the normal gravity value computed on the
 FJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0737.degrees latitude (g = 980.6199 gals.).
 FJ0737
 FJ0737.The modeled gravity was interpolated from observed gravity values.
 FJ0737
 FJ0737. The following values were computed from the NAD 83(1993) position.
 FJ0737
 FJ0737;                    North         East     Units Scale Factor Converg.
 FJ0737;SPC OK N     -    55,055.327   714,991.236   MT  1.00001492   +0 44 52.3
 FJ0737;SPC OK N     -   180,627.35  2,345,767.08   sFT  1.00001492   +0 44 52.3
 FJ0737;UTM  14      - 3,929,685.161   705,669.404   MT  1.00012130   +1 19 00.2
 FJ0737
 FJ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0737!SPC OK N     -   0.99995618  x   1.00001492  =   0.99997110
 FJ0737!UTM  14      -   0.99995618  x   1.00012130  =   1.00007748
 FJ0737
 FJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0566929685(NAD 83)
 FJ0737
 FJ0737                          SUPERSEDED SURVEY CONTROL
 FJ0737
 FJ0737  NAD 83(1986)-  35 29 21.98241(N)    096 43 57.85034(W) AD(       ) 2
 FJ0737  NAVD 88 (06/15/91)  305.641  (m)         1002.76   (f) SUPERSEDED  1 2
 FJ0737  NGVD 29             305.39   (m)         1001.9    (f) LEVELING    3  
 FJ0737
 FJ0737.Superseded values are not recommended for survey control.
 FJ0737
 FJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0737.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0737
 FJ0737_MARKER: DV = VERTICAL CONTROL DISK
 FJ0737_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0737_STAMPING: K 195 1984
 FJ0737_MARK LOGO: NGS
 FJ0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0737+STABILITY: POSITION/ELEVATION WELL
 FJ0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0737+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0737
 FJ0737  HISTORY     - Date     Condition        Report By
 FJ0737  HISTORY     - 1984     MONUMENTED       NGS
 FJ0737  HISTORY     - 1988     GOOD             USPSQD
 FJ0737  HISTORY     - 19890301 GOOD             NGS
 FJ0737  HISTORY     - 1990     GOOD             USPSQD
 FJ0737  HISTORY     - 1990     GOOD             USPSQD
 FJ0737  HISTORY     - 20040527 GOOD             OKDOT
 FJ0737  HISTORY     - 20240717 GOOD             OKDOT
 FJ0737
 FJ0737                          STATION DESCRIPTION
 FJ0737
 FJ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0737'4.4 KM (2.75 MI) WEST FROM PRAGUE.
 FJ0737'THE MARK IS 0.6 M ABOVE HIGHWAY.
 FJ0737'4.4 KM (2.75 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0737'HIGHWAY 99 IN PRAGUE, SET NEAR THE CENTER OF A 4- BY 4-FOOT OUTCROP
 FJ0737'FLUSH WITH THE GROUND, ON THE SOUTH SIDE OF THE HIGHWAY, AT THE EAST
 FJ0737'END OF A LOW HIGHWAY CUT, 0.3 KM (0.2 MI) EAST OF A GRAVEL CROSSROAD,
 FJ0737'10.67 METERS (35.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0737'12.19 METERS (40.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE, AND
 FJ0737'6.10 METERS (20.0 FT) WEST FROM THE EAST END OF THE HIGHWAY CUT.
 FJ0737'THE MARK IS 12.2 METERS  N FROM A WITNESS POST.
 FJ0737
 FJ0737                          STATION RECOVERY (1988)
 FJ0737
 FJ0737'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0737'RECOVERED IN GOOD CONDITION.
 FJ0737
 FJ0737                          STATION RECOVERY (1989)
 FJ0737
 FJ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0737'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0737'FOLLOWS.
 FJ0737'THE STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) SOUTHEAST OF SPARKS,
 FJ0737'15.0 KM (9.30 MI) EAST-SOUTHEAST OF MEEKER, AND 4.3 KM (2.65 MI) WEST
 FJ0737'OF PRAGUE.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FJ0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 FJ0737'HIGHWAY 99 IN PRAGUE, GO WEST ON HIGHWAY 62 FOR 4.3 KM (2.65 MI) TO
 FJ0737'THE STATION ON THE LEFT, 0.3 KM (0.20 MI) EAST OF A ROAD CROSSING.
 FJ0737'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN TOP AND
 FJ0737'CENTER OF A 1.2 BY 1.8 METER EXPOSED AREA OF BEDROCK.  LOCATED 12.3 M
 FJ0737'(40.4 FT) NORTH-NORTHEAST OF A FENCE AND CARSONITE WITNESS POST, 10.8
 FJ0737'M (35.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 M
 FJ0737'(3.0 FT) WEST OF THE EAST EDGE OF THE BEDROCK, AND 0.6 M (2.0 FT)
 FJ0737'SOUTH OF THE NORTH EDGE OF THE BEDROCK.
 FJ0737'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0737
 FJ0737                          STATION RECOVERY (1990)
 FJ0737
 FJ0737'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0737'RECOVERED IN GOOD CONDITION.
 FJ0737
 FJ0737                          STATION RECOVERY (1990)
 FJ0737
 FJ0737'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0737'RECOVERED IN GOOD CONDITION.
 FJ0737
 FJ0737                          STATION RECOVERY (2004)
 FJ0737
 FJ0737'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ0737'RECOVERED IN GOOD CONDITION.
 FJ0737
 FJ0737                          STATION RECOVERY (2024)
 FJ0737
 FJ0737'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0761 ***********************************************************************
 FJ0761  DESIGNATION -  K 196
 FJ0761  PID         -  FJ0761
 FJ0761  STATE/COUNTY-  OK/OKFUSKEE
 FJ0761  COUNTRY     -  US
 FJ0761  USGS QUAD   -  OKEMAH (2018)
 FJ0761
 FJ0761                         *CURRENT SURVEY CONTROL
 FJ0761  ______________________________________________________________________
 FJ0761* NAD 83(1986) POSITION- 35 25 16.21   (N) 096 17 59.72   (W)   HD_HELD1
 FJ0761* NAVD 88 ORTHO HEIGHT -   261.343 (meters)      857.42  (feet) ADJUSTED
 FJ0761  ______________________________________________________________________
 FJ0761  GEOID HEIGHT    -        -28.486 (meters)                     GEOID18
 FJ0761  DYNAMIC HEIGHT  -        261.094 (meters)      856.61  (feet) COMP
 FJ0761  MODELED GRAVITY -    979,677.3   (mgal)                       NAVD 88
 FJ0761
 FJ0761  VERT ORDER      -  FIRST     CLASS II
 FJ0761
 FJ0761.The horizontal coordinates were determined by differentially corrected
 FJ0761.hand held GPS observations or other comparable positioning techniques
 FJ0761.and have an estimated accuracy of +/- 3 meters.
 FJ0761
 FJ0761.The orthometric height was determined by differential leveling and
 FJ0761.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0761.in June 1991.
 FJ0761
 FJ0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0761.GEOID18 height accuracy estimate available here.
 FJ0761
 FJ0761.Click photographs - Photos may exist for this station.
 FJ0761
 FJ0761.The dynamic height is computed by dividing the NAVD 88
 FJ0761.geopotential number by the normal gravity value computed on the
 FJ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0761.degrees latitude (g = 980.6199 gals.).
 FJ0761
 FJ0761.The modeled gravity was interpolated from observed gravity values.
 FJ0761
 FJ0761;                    North         East    Units  Estimated Accuracy
 FJ0761;SPC OK N     -    48,082.2     754,394.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0761
 FJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4514723100(NAD 83)
 FJ0761
 FJ0761                          SUPERSEDED SURVEY CONTROL
 FJ0761
 FJ0761.No superseded survey control is available for this station.
 FJ0761
 FJ0761_MARKER: F = FLANGE-ENCASED ROD
 FJ0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0761_STAMPING: K 196 1984
 FJ0761_MARK LOGO: NGS
 FJ0761_PROJECTION: FLUSH
 FJ0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0761+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 FJ0761_ROD/PIPE-DEPTH: 4.1 meters
 FJ0761
 FJ0761  HISTORY     - Date     Condition        Report By
 FJ0761  HISTORY     - 1984     MONUMENTED       NGS
 FJ0761  HISTORY     - 1988     GOOD             USPSQD
 FJ0761  HISTORY     - 1989     GOOD             USPSQD
 FJ0761  HISTORY     - 1990     GOOD             USPSQD
 FJ0761  HISTORY     - 20051210 GOOD             GEOCAC
 FJ0761  HISTORY     - 20140611 GOOD             INDIV
 FJ0761  HISTORY     - 20220705 GOOD             OKDOT
 FJ0761
 FJ0761                          STATION DESCRIPTION
 FJ0761
 FJ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0761'1.8 KM (1.1 MI) SE FROM OKEMAH.
 FJ0761'0.56 KM (0.35 MI) EAST ALONG BROADWAY STREET FROM THE POST OFFICE IN
 FJ0761'OKEMAH, THENCE 1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 27 (DIVISION
 FJ0761'STREET), AT THE JUNCTION OF INTERSTATE HIGHWAY 40 EAST EXIT RAMP,
 FJ0761'20.88 METERS (68.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 27,
 FJ0761'36.88 METERS (121.0 FT) SOUTH OF THE CENTER OF THE EXIT RAMP LEADING
 FJ0761'EAST, 1.52 METERS (5.0 FT) EAST OF A POWERLINE POLE, 1.22 METERS
 FJ0761'(4.0 FT) WEST OF A CORNER FENCE POST, AND 0.30 METERS (1.0 FT) NORTH
 FJ0761'OF THE RIGHT-OF-WAY FENCE.
 FJ0761'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0761'THE MARK IS 0.4 M ABOVE HIGHWAY 27.
 FJ0761
 FJ0761                          STATION RECOVERY (1988)
 FJ0761
 FJ0761'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0761'RECOVERED IN GOOD CONDITION.
 FJ0761
 FJ0761                          STATION RECOVERY (1989)
 FJ0761
 FJ0761'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0761'RECOVERED IN GOOD CONDITION.
 FJ0761
 FJ0761                          STATION RECOVERY (1990)
 FJ0761
 FJ0761'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0761'RECOVERED IN GOOD CONDITION.
 FJ0761
 FJ0761                          STATION RECOVERY (2005)
 FJ0761
 FJ0761'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 FJ0761'THE END OF THE ROD IS ABOUT EIGHT AND A HALF INCHES BELOW THE LEVEL OF
 FJ0761'THE ACCESS COVER AND
 FJ0761'SUBJECT TO BEING ENTIRELY COVERED IN CLAY.
 FJ0761
 FJ0761                          STATION RECOVERY (2014)
 FJ0761
 FJ0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JF)
 FJ0761'RECOVERED IN GOOD CONDITION.
 FJ0761
 FJ0761                          STATION RECOVERY (2022)
 FJ0761
 FJ0761'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0761'MARK RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0848 ***********************************************************************
 FH0848  DESIGNATION -  K 197
 FH0848  PID         -  FH0848
 FH0848  STATE/COUNTY-  OK/MCINTOSH
 FH0848  COUNTRY     -  US
 FH0848  USGS QUAD   -  HOFFMAN (2018)
 FH0848
 FH0848                         *CURRENT SURVEY CONTROL
 FH0848  ______________________________________________________________________
 FH0848* NAD 83(1986) POSITION- 35 25 55.     (N) 095 51 24.     (W)   SCALED
 FH0848* NAVD 88 ORTHO HEIGHT -   207.781 (meters)      681.69  (feet) ADJUSTED
 FH0848  ______________________________________________________________________
 FH0848  GEOID HEIGHT    -        -29.365 (meters)                     GEOID18
 FH0848  DYNAMIC HEIGHT  -        207.584 (meters)      681.05  (feet) COMP
 FH0848  MODELED GRAVITY -    979,682.9   (mgal)                       NAVD 88
 FH0848
 FH0848  VERT ORDER      -  FIRST     CLASS II
 FH0848
 FH0848.The horizontal coordinates were scaled from a map and have
 FH0848.an estimated accuracy of +/- 6 seconds.
 FH0848
 FH0848.The orthometric height was determined by differential leveling and
 FH0848.adjusted by the NATIONAL GEODETIC SURVEY
 FH0848.in June 1991.
 FH0848
 FH0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0848.GEOID18 height accuracy estimate available here.
 FH0848
 FH0848.Click photographs - Photos may exist for this station.
 FH0848
 FH0848.The dynamic height is computed by dividing the NAVD 88
 FH0848.geopotential number by the normal gravity value computed on the
 FH0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0848.degrees latitude (g = 980.6199 gals.).
 FH0848
 FH0848.The modeled gravity was interpolated from observed gravity values.
 FH0848
 FH0848;                    North         East    Units  Estimated Accuracy
 FH0848;SPC OK S     -   234,860.      794,620.      MT  (+/- 180 meters Scaled)
 FH0848
 FH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV406246(NAD 83)
 FH0848
 FH0848                          SUPERSEDED SURVEY CONTROL
 FH0848
 FH0848.No superseded survey control is available for this station.
 FH0848
 FH0848_MARKER: DV = VERTICAL CONTROL DISK
 FH0848_SETTING: 66 = SET IN ROCK OUTCROP
 FH0848_STAMPING: K 197 1984
 FH0848_MARK LOGO: NGS
 FH0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0848+STABILITY: POSITION/ELEVATION WELL
 FH0848
 FH0848  HISTORY     - Date     Condition        Report By
 FH0848  HISTORY     - 1984     MONUMENTED       NGS
 FH0848  HISTORY     - 1988     GOOD             USPSQD
 FH0848  HISTORY     - 1989     GOOD             USPSQD
 FH0848  HISTORY     - 1990     GOOD             USPSQD
 FH0848
 FH0848                          STATION DESCRIPTION
 FH0848
 FH0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0848'10.8 KM (6.7 MI) EAST FROM HENRYETTA.
 FH0848'10.8 KM (6.7 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0848'U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET IN A ROCK OUTCROP, ABOUT
 FH0848'0.3 KM (0.2 MI) WEST OF MILEPOST NUMBER 247, 20.7 METERS (68.0 FT)
 FH0848'SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES, 16.3 METERS
 FH0848'(53.6 FT) NORTH OF A RIGHT-OF-WAY FENCE, AND 19.5 METERS (64.0 FT)
 FH0848'WEST OF THE SOUTHWEST END OF THE SOUTHWEST WINGWALL OF A 0.9 METER
 FH0848'(3.0 FT) PIPE CULVERT.
 FH0848'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 FH0848'THE MARK IS 1.2 M BELOW EASTBOUND HIGHWAY.
 FH0848
 FH0848                          STATION RECOVERY (1988)
 FH0848
 FH0848'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0848'RECOVERED IN GOOD CONDITION.
 FH0848
 FH0848                          STATION RECOVERY (1989)
 FH0848
 FH0848'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0848'RECOVERED IN GOOD CONDITION.
 FH0848
 FH0848                          STATION RECOVERY (1990)
 FH0848
 FH0848'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0893 ***********************************************************************
 FH0893  DESIGNATION -  K 199
 FH0893  PID         -  FH0893
 FH0893  STATE/COUNTY-  OK/SEQUOYAH
 FH0893  COUNTRY     -  US
 FH0893  USGS QUAD   -  STIGLER NE (2018)
 FH0893
 FH0893                         *CURRENT SURVEY CONTROL
 FH0893  ______________________________________________________________________
 FH0893* NAD 83(1986) POSITION- 35 29 22.     (N) 095 03 44.     (W)   SCALED
 FH0893* NAVD 88 ORTHO HEIGHT -   190.110 (meters)      623.72  (feet) ADJUSTED
 FH0893  ______________________________________________________________________
 FH0893  GEOID HEIGHT    -        -29.909 (meters)                     GEOID18
 FH0893  DYNAMIC HEIGHT  -        189.935 (meters)      623.15  (feet) COMP
 FH0893  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 FH0893
 FH0893  VERT ORDER      -  FIRST     CLASS II
 FH0893
 FH0893.The horizontal coordinates were scaled from a map and have
 FH0893.an estimated accuracy of +/- 6 seconds.
 FH0893
 FH0893.The orthometric height was determined by differential leveling and
 FH0893.adjusted by the NATIONAL GEODETIC SURVEY
 FH0893.in June 1991.
 FH0893
 FH0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0893.GEOID18 height accuracy estimate available here.
 FH0893
 FH0893.Click photographs - Photos may exist for this station.
 FH0893
 FH0893.The dynamic height is computed by dividing the NAVD 88
 FH0893.geopotential number by the normal gravity value computed on the
 FH0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0893.degrees latitude (g = 980.6199 gals.).
 FH0893
 FH0893.The modeled gravity was interpolated from observed gravity values.
 FH0893
 FH0893;                    North         East    Units  Estimated Accuracy
 FH0893;SPC OK N     -    58,340.      866,540.      MT  (+/- 180 meters Scaled)
 FH0893
 FH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV129292(NAD 83)
 FH0893
 FH0893                          SUPERSEDED SURVEY CONTROL
 FH0893
 FH0893.No superseded survey control is available for this station.
 FH0893
 FH0893_MARKER: I = METAL ROD
 FH0893_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0893+WITH SETTING: INFORMATION.
 FH0893_STAMPING: K 199 1984
 FH0893_MARK LOGO: NGS
 FH0893_PROJECTION: FLUSH
 FH0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0893_ROD/PIPE-DEPTH: 1.52 meters
 FH0893
 FH0893  HISTORY     - Date     Condition        Report By
 FH0893  HISTORY     - 1984     MONUMENTED       NGS
 FH0893  HISTORY     - 1988     GOOD             USPSQD
 FH0893  HISTORY     - 1989     GOOD             USPSQD
 FH0893  HISTORY     - 1990     GOOD             USPSQD
 FH0893
 FH0893                          STATION DESCRIPTION
 FH0893
 FH0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0893'8.2 KM (5.1 MI) EAST FROM WEBBERS FALLS.
 FH0893'8.2 KM (5.1 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0893'STATE HIGHWAY 100 (ABOUT TWO MILES SOUTH OF WEBBERS FALLS), AT A
 FH0893'HIGHWAY SIGN (VIAN 6, SALLISAW 17, FORT SMITH 38), 0.2 KM (0.1 MI)
 FH0893'EAST OF THE EAST END OF A GUARDRAIL ON THE NORTH SIDE OF THE EASTBOUND
 FH0893'LANES, ALSO 8.3 KM (5.15 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0893'JUNCTION OF STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN),
 FH0893'22.95 METERS (75.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0893'5.48 METERS (18.0 FT) SOUTHWEST OF THE SOUTH ONE OF TWO METAL LEGS
 FH0893'SUPPORTING A 12- BY 6-FOOT HIGHWAY SIGN, AND 3.35 METERS (11.0 FT)
 FH0893'WEST-NORTHWEST OF A LONE 2-INCH DIAMETER CEDER TREE.  NOTE, A TRIANGLE
 FH0893'WAS FORMED AROUND THE MARK WITH WITNESS POSTS.  ROD DRIVEN TO REFUSAL
 FH0893'AND ANCHORED IN ROCK.
 FH0893'THE MARK IS 0.36 METERS  N FROM A WITNESS POST.
 FH0893'THE MARK IS 2.13 M ABOVE EASTBOUND LANES.
 FH0893
 FH0893                          STATION RECOVERY (1988)
 FH0893
 FH0893'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0893'RECOVERED IN GOOD CONDITION.
 FH0893
 FH0893                          STATION RECOVERY (1989)
 FH0893
 FH0893'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0893'RECOVERED IN GOOD CONDITION.
 FH0893
 FH0893                          STATION RECOVERY (1990)
 FH0893
 FH0893'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0918 ***********************************************************************
 FH0918  DESIGNATION -  K 200
 FH0918  PID         -  FH0918
 FH0918  STATE/COUNTY-  OK/SEQUOYAH
 FH0918  COUNTRY     -  US
 FH0918  USGS QUAD   -  GANS (2018)
 FH0918
 FH0918                         *CURRENT SURVEY CONTROL
 FH0918  ______________________________________________________________________
 FH0918* NAD 83(1986) POSITION- 35 23 36.71   (N) 094 38 29.54   (W)   HD_HELD1
 FH0918* NAVD 88 ORTHO HEIGHT -   160.118 (meters)      525.32  (feet) ADJUSTED
 FH0918  ______________________________________________________________________
 FH0918  GEOID HEIGHT    -        -30.212 (meters)                     GEOID18
 FH0918  DYNAMIC HEIGHT  -        159.967 (meters)      524.83  (feet) COMP
 FH0918  MODELED GRAVITY -    979,689.2   (mgal)                       NAVD 88
 FH0918
 FH0918  VERT ORDER      -  FIRST     CLASS II
 FH0918
 FH0918.The horizontal coordinates were determined by differentially corrected
 FH0918.hand held GPS observations or other comparable positioning techniques
 FH0918.and have an estimated accuracy of +/- 3 meters.
 FH0918
 FH0918.The orthometric height was determined by differential leveling and
 FH0918.adjusted by the NATIONAL GEODETIC SURVEY
 FH0918.in June 1991.
 FH0918
 FH0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0918.GEOID18 height accuracy estimate available here.
 FH0918
 FH0918.Click photographs - Photos may exist for this station.
 FH0918
 FH0918.The dynamic height is computed by dividing the NAVD 88
 FH0918.geopotential number by the normal gravity value computed on the
 FH0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0918.degrees latitude (g = 980.6199 gals.).
 FH0918
 FH0918.The modeled gravity was interpolated from observed gravity values.
 FH0918
 FH0918;                    North         East    Units  Estimated Accuracy
 FH0918;SPC OK N     -    48,940.8     905,062.8     MT  (+/- 3 meters HH1 GPS) 
 FH0918
 FH0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5092017922(NAD 83)
 FH0918
 FH0918                          SUPERSEDED SURVEY CONTROL
 FH0918
 FH0918.No superseded survey control is available for this station.
 FH0918
 FH0918_MARKER: DV = VERTICAL CONTROL DISK
 FH0918_SETTING: 66 = SET IN ROCK OUTCROP
 FH0918_STAMPING: K 200 1984
 FH0918_MARK LOGO: NGS
 FH0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0918+STABILITY: POSITION/ELEVATION WELL
 FH0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0918+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2022
 FH0918
 FH0918  HISTORY     - Date     Condition        Report By
 FH0918  HISTORY     - 1984     MONUMENTED       NGS
 FH0918  HISTORY     - 1988     GOOD             USPSQD
 FH0918  HISTORY     - 1989     GOOD             USPSQD
 FH0918  HISTORY     - 1990     GOOD             USPSQD
 FH0918  HISTORY     - 20020815 GOOD             OKDOT
 FH0918  HISTORY     - 20220804 GOOD             OKDOT
 FH0918
 FH0918                          STATION DESCRIPTION
 FH0918
 FH0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0918'4.0 KM (2.5 MI) WEST FROM MULDROW.
 FH0918'4.0 KM (2.5 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0918'STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT A POINT
 FH0918'ABOUT 0.2 KM (0.1 MI) EAST OF THE TOP OF A HILL, SET IN TOP OF BEDROCK
 FH0918'BETWEEN INTERSTATE 40 EASTBOUND AND THE SOUTH RIGHT-OF-WAY FENCE,
 FH0918'ABOUT 0.3 KM (0.2 MI) WEST OF A CROSSROAD OVERPASS, 80.16 METERS
 FH0918'(263.0 FT) EAST-NORTHEAST OF A POERLINE POLE WHERE THE POWERLINE MAKES
 FH0918'A SLIGHT TURN, 32.0 METERS (105.0 FT) NORTHWEST OF A POWERLINE POLE,
 FH0918'24.32 METERS (79.8 FT) NORTH-NORTHWEST OF A WITNESS POST, 23.71 METERS
 FH0918'(77.8 FT) NORTH-NORTHEAST OF A WITNESS POST, 2.56 METERS (8.4 FT)
 FH0918'SOUTH OF AN EXTENDED CENTER OF A CONCRETE DRAINAGE DITCH LEADING WEST,
 FH0918'AND 21.88 METERS (71.8 FT) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE OF
 FH0918'INTERSTATE 40.
 FH0918'THE MARK IS 0.76 M BELOW EASTBOUND LANES.
 FH0918
 FH0918                          STATION RECOVERY (1988)
 FH0918
 FH0918'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0918'RECOVERED IN GOOD CONDITION.
 FH0918
 FH0918                          STATION RECOVERY (1989)
 FH0918
 FH0918'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0918'RECOVERED IN GOOD CONDITION.
 FH0918
 FH0918                          STATION RECOVERY (1990)
 FH0918
 FH0918'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0918'RECOVERED IN GOOD CONDITION.
 FH0918
 FH0918                          STATION RECOVERY (2002)
 FH0918
 FH0918'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0918'RECOVERED IN GOOD CONDITION.
 FH0918
 FH0918                          STATION RECOVERY (2022)
 FH0918
 FH0918'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0872 ***********************************************************************
 FH0872  DESIGNATION -  K 201
 FH0872  PID         -  FH0872
 FH0872  STATE/COUNTY-  OK/MCINTOSH
 FH0872  COUNTRY     -  US
 FH0872  USGS QUAD   -  WARNER NW (2018)
 FH0872
 FH0872                         *CURRENT SURVEY CONTROL
 FH0872  ______________________________________________________________________
 FH0872* NAD 83(1986) POSITION- 35 27 26.     (N) 095 25 58.     (W)   SCALED
 FH0872* NAVD 88 ORTHO HEIGHT -   203.447 (meters)      667.48  (feet) ADJUSTED
 FH0872  ______________________________________________________________________
 FH0872  GEOID HEIGHT    -        -29.855 (meters)                     GEOID18
 FH0872  DYNAMIC HEIGHT  -        203.256 (meters)      666.85  (feet) COMP
 FH0872  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH0872
 FH0872  VERT ORDER      -  FIRST     CLASS II
 FH0872
 FH0872.The horizontal coordinates were scaled from a map and have
 FH0872.an estimated accuracy of +/- 6 seconds.
 FH0872
 FH0872.The orthometric height was determined by differential leveling and
 FH0872.adjusted by the NATIONAL GEODETIC SURVEY
 FH0872.in June 1991.
 FH0872
 FH0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0872.GEOID18 height accuracy estimate available here.
 FH0872
 FH0872.Click photographs - Photos may exist for this station.
 FH0872
 FH0872.The dynamic height is computed by dividing the NAVD 88
 FH0872.geopotential number by the normal gravity value computed on the
 FH0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0872.degrees latitude (g = 980.6199 gals.).
 FH0872
 FH0872.The modeled gravity was interpolated from observed gravity values.
 FH0872
 FH0872;                    North         East    Units  Estimated Accuracy
 FH0872;SPC OK S     -   238,570.      833,030.      MT  (+/- 180 meters Scaled)
 FH0872
 FH0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV792264(NAD 83)
 FH0872
 FH0872                          SUPERSEDED SURVEY CONTROL
 FH0872
 FH0872.No superseded survey control is available for this station.
 FH0872
 FH0872_MARKER: I = METAL ROD
 FH0872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0872_STAMPING: K 201 1984
 FH0872_MARK LOGO: NGS
 FH0872_PROJECTION: PROJECTING 5 CENTIMETERS
 FH0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0872+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0872_ROD/PIPE-DEPTH: 6.0 meters
 FH0872
 FH0872  HISTORY     - Date     Condition        Report By
 FH0872  HISTORY     - 1984     MONUMENTED       NGS
 FH0872  HISTORY     - 1988     GOOD             USPSQD
 FH0872  HISTORY     - 1989     GOOD             USPSQD
 FH0872  HISTORY     - 1990     GOOD             USPSQD
 FH0872  HISTORY     - 20020815 GOOD             OKDOT
 FH0872
 FH0872                          STATION DESCRIPTION
 FH0872
 FH0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0872'9.0 KM (5.6 MI) EAST FROM CHECOTAH.
 FH0872'9.0 KM (5.6 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0872'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET BY THE
 FH0872'EASTERNMOST ONE OF THREE RIGHT-OF-WAY FENCE LINE BRACE POSTS AT AN OLD
 FH0872'DIRT ROAD JUNCTION, ABOUT 0.24 KM (0.15 MI) EAST OF MILEPOST NUMBER
 FH0872'271, 54.4 METERS (178.5 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0872'EASTBOUND LANES, 21.3 METERS (70.0 FT) EAST OF THE EXTENDED CENTER OF
 FH0872'THE DIRT ROAD LEADING SOUTH, 0.5 METER (1.5 FT) NORTH OF THE
 FH0872'RIGHT-OF-WAY BRACE POST, 33.2 METERS (109.0 FT) EAST OF A TWO-WIRE
 FH0872'POWERLINE POLE, 15.2 METERS (50.0 FT) EAST OF THE END OF A GUARDRAIL
 FH0872'ACROSS THE DIRT ROAD, AND 0.8 METER (2.5 FT) NORTHEAST OF A WITNESS
 FH0872'POST.  NOTE, DRIVEN TO REFUSAL.
 FH0872'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 FH0872'THE MARK IS 1.2 M BELOW EASTBOUND HIGHWAY.
 FH0872
 FH0872                          STATION RECOVERY (1988)
 FH0872
 FH0872'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0872'RECOVERED IN GOOD CONDITION.
 FH0872
 FH0872                          STATION RECOVERY (1989)
 FH0872
 FH0872'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0872'RECOVERED IN GOOD CONDITION.
 FH0872
 FH0872                          STATION RECOVERY (1990)
 FH0872
 FH0872'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0872'RECOVERED IN GOOD CONDITION.
 FH0872
 FH0872                          STATION RECOVERY (2002)
 FH0872
 FH0872'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1316 ***********************************************************************
 GL1316  DESIGNATION -  K 202
 GL1316  PID         -  GL1316
 GL1316  STATE/COUNTY-  OK/CIMARRON
 GL1316  COUNTRY     -  US
 GL1316  USGS QUAD   -  BOISE CITY (2018)
 GL1316
 GL1316                         *CURRENT SURVEY CONTROL
 GL1316  ______________________________________________________________________
 GL1316* NAD 83(1986) POSITION- 36 39 38.     (N) 102 33 12.     (W)   SCALED
 GL1316* NAVD 88 ORTHO HEIGHT -  1257.196 (meters)     4124.65  (feet) ADJUSTED
 GL1316  ______________________________________________________________________
 GL1316  GEOID HEIGHT    -        -23.707 (meters)                     GEOID18
 GL1316  DYNAMIC HEIGHT  -       1255.806 (meters)     4120.09  (feet) COMP
 GL1316  MODELED GRAVITY -    979,482.5   (mgal)                       NAVD 88
 GL1316
 GL1316  VERT ORDER      -  FIRST     CLASS II
 GL1316
 GL1316.The horizontal coordinates were scaled from a map and have
 GL1316.an estimated accuracy of +/- 6 seconds.
 GL1316
 GL1316.The orthometric height was determined by differential leveling and
 GL1316.adjusted by the NATIONAL GEODETIC SURVEY
 GL1316.in June 1991.
 GL1316
 GL1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1316.GEOID18 height accuracy estimate available here.
 GL1316
 GL1316.Click photographs - Photos may exist for this station.
 GL1316
 GL1316.The dynamic height is computed by dividing the NAVD 88
 GL1316.geopotential number by the normal gravity value computed on the
 GL1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1316.degrees latitude (g = 980.6199 gals.).
 GL1316
 GL1316.The modeled gravity was interpolated from observed gravity values.
 GL1316
 GL1316;                    North         East    Units  Estimated Accuracy
 GL1316;SPC OK N     -   193,790.      193,060.      MT  (+/- 180 meters Scaled)
 GL1316
 GL1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA186600(NAD 83)
 GL1316
 GL1316                          SUPERSEDED SURVEY CONTROL
 GL1316
 GL1316.No superseded survey control is available for this station.
 GL1316
 GL1316_MARKER: I = METAL ROD
 GL1316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1316_STAMPING: K 202 1985
 GL1316_MARK LOGO: NGS
 GL1316_PROJECTION: FLUSH
 GL1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1316+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1316_ROD/PIPE-DEPTH: 11.0 meters
 GL1316
 GL1316  HISTORY     - Date     Condition        Report By
 GL1316  HISTORY     - 1985     MONUMENTED       NGS
 GL1316  HISTORY     - 20051008 GOOD             INDIV
 GL1316
 GL1316                          STATION DESCRIPTION
 GL1316
 GL1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1316'9.4 KM (5.85 MI) SOUTH FROM BOISE CITY.
 GL1316'9.4 KM (5.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1316'IN BOISE CITY, 123.0 M (403.5 FT) NORTH OF THE NORTH END OF A HIGHWAY
 GL1316'BRIDGE OVER BEAVER RIVER, 22.7 M (74.5 FT) WEST OF THE CENTERLINE OF
 GL1316'THE HIGHWAY, 6.6 M (21.7 FT) NORTH OF A T-FENCE, AND 4.5 M (14.8 FT)
 GL1316'NORTH OF THE CENTER OF A GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO
 GL1316'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1316'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1316'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 GL1316
 GL1316                          STATION RECOVERY (2005)
 GL1316
 GL1316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1115 ***********************************************************************
 DM1115  DESIGNATION -  K 203
 DM1115  PID         -  DM1115
 DM1115  STATE/COUNTY-  OK/MCCURTAIN
 DM1115  COUNTRY     -  US
 DM1115  USGS QUAD   -  BOKHOMA (2019)
 DM1115
 DM1115                         *CURRENT SURVEY CONTROL
 DM1115  ______________________________________________________________________
 DM1115* NAD 83(1986) POSITION- 33 49 23.     (N) 094 36 00.     (W)   SCALED
 DM1115* NAVD 88 ORTHO HEIGHT -   132.275 (meters)      433.97  (feet) ADJUSTED
 DM1115  ______________________________________________________________________
 DM1115  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 DM1115  DYNAMIC HEIGHT  -        132.140 (meters)      433.53  (feet) COMP
 DM1115  MODELED GRAVITY -    979,611.8   (mgal)                       NAVD 88
 DM1115
 DM1115  VERT ORDER      -  FIRST     CLASS II
 DM1115
 DM1115.The horizontal coordinates were scaled from a map and have
 DM1115.an estimated accuracy of +/- 6 seconds.
 DM1115
 DM1115.The orthometric height was determined by differential leveling and
 DM1115.adjusted by the NATIONAL GEODETIC SURVEY
 DM1115.in June 1991.
 DM1115
 DM1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1115.GEOID18 height accuracy estimate available here.
 DM1115
 DM1115.Click photographs - Photos may exist for this station.
 DM1115
 DM1115.The dynamic height is computed by dividing the NAVD 88
 DM1115.geopotential number by the normal gravity value computed on the
 DM1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1115.degrees latitude (g = 980.6199 gals.).
 DM1115
 DM1115.The modeled gravity was interpolated from observed gravity values.
 DM1115
 DM1115;                    North         East    Units  Estimated Accuracy
 DM1115;SPC OK S     -    59,620.      914,710.      MT  (+/- 180 meters Scaled)
 DM1115
 DM1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT519436(NAD 83)
 DM1115
 DM1115                          SUPERSEDED SURVEY CONTROL
 DM1115
 DM1115.No superseded survey control is available for this station.
 DM1115
 DM1115_MARKER: I = METAL ROD
 DM1115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1115_STAMPING: K 203 1986
 DM1115_MARK LOGO: NGS
 DM1115_PROJECTION: FLUSH
 DM1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1115_ROD/PIPE-DEPTH: 6.1 meters
 DM1115
 DM1115  HISTORY     - Date     Condition        Report By
 DM1115  HISTORY     - 1986     MONUMENTED       NGS
 DM1115
 DM1115                          STATION DESCRIPTION
 DM1115
 DM1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1115'29.6 KM (18.4 MI) WEST FROM FOREMAN AR.
 DM1115'29.6 KM (18.4 MI) WESTERLY ALONG STATE HIGHWAY 32 (OKLAHOMA STATE
 DM1115'HIGHWAY 3) FROM ITS EAST JUNCTION WITH STATE HIGHWAY 108 IN FOREMAN,
 DM1115'OR 3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1115'WITH U.S. HIGHWAY 259 IN IDABEL, THENCE 25.4 KM (15.8 MI) EASTERLY
 DM1115'ALONG STATE HIGHWAY 3, 17.1 M (56.1 FT) EAST OF THE CENTER OF A
 DM1115'GRAVELED ROAD LEADING NORTH, 16.9 M (55.4 FT) WEST OF A UTILITY POLE,
 DM1115'15.3 M (50.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.9 M
 DM1115'(25.9 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1115'THROUGH A 5-INCH LOGO CAP.
 DM1115'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1115'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0818 ***********************************************************************
 FJ0818  DESIGNATION -  K 204
 FJ0818  PID         -  FJ0818
 FJ0818  STATE/COUNTY-  OK/CANADIAN
 FJ0818  COUNTRY     -  US
 FJ0818  USGS QUAD   -  OKARCHE (2018)
 FJ0818
 FJ0818                         *CURRENT SURVEY CONTROL
 FJ0818  ______________________________________________________________________
 FJ0818* NAD 83(1986) POSITION- 35 40 03.     (N) 097 57 36.     (W)   SCALED
 FJ0818* NAVD 88 ORTHO HEIGHT -   367.724 (meters)     1206.44  (feet) ADJUSTED
 FJ0818  ______________________________________________________________________
 FJ0818  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 FJ0818  DYNAMIC HEIGHT  -        367.376 (meters)     1205.30  (feet) COMP
 FJ0818  MODELED GRAVITY -    979,677.3   (mgal)                       NAVD 88
 FJ0818
 FJ0818  VERT ORDER      -  FIRST     CLASS II
 FJ0818
 FJ0818.The horizontal coordinates were scaled from a map and have
 FJ0818.an estimated accuracy of +/- 6 seconds.
 FJ0818
 FJ0818.The orthometric height was determined by differential leveling and
 FJ0818.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0818.in June 1991.
 FJ0818
 FJ0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0818.GEOID18 height accuracy estimate available here.
 FJ0818
 FJ0818.Click photographs - Photos may exist for this station.
 FJ0818
 FJ0818.The dynamic height is computed by dividing the NAVD 88
 FJ0818.geopotential number by the normal gravity value computed on the
 FJ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0818.degrees latitude (g = 980.6199 gals.).
 FJ0818
 FJ0818.The modeled gravity was interpolated from observed gravity values.
 FJ0818
 FJ0818;                    North         East    Units  Estimated Accuracy
 FJ0818;SPC OK N     -    74,060.      603,620.      MT  (+/- 180 meters Scaled)
 FJ0818
 FJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE941475(NAD 83)
 FJ0818
 FJ0818                          SUPERSEDED SURVEY CONTROL
 FJ0818
 FJ0818  NGVD 29 (04/22/92)  367.560  (m)         1205.90   (f) ADJUSTED    1 2
 FJ0818
 FJ0818.Superseded values are not recommended for survey control.
 FJ0818
 FJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0818.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0818
 FJ0818_MARKER: I = METAL ROD
 FJ0818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0818_STAMPING: K 204 1985
 FJ0818_MARK LOGO: NGS
 FJ0818_PROJECTION: FLUSH
 FJ0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0818_ROD/PIPE-DEPTH: 3.4 meters
 FJ0818
 FJ0818  HISTORY     - Date     Condition        Report By
 FJ0818  HISTORY     - 1985     MONUMENTED       NGS
 FJ0818  HISTORY     - 1989     GOOD             USPSQD
 FJ0818
 FJ0818                          STATION DESCRIPTION
 FJ0818
 FJ0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0818'6.9 KM (4.3 MI) SOUTH FROM OKARCHE.
 FJ0818'6.94 KM (4.31 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 FJ0818'OKLAHOMA AVENUE AT OKARCHE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF
 FJ0818'A SECTION LINE ROAD, IN THE CENTER OF A DOUBLE WOOD POST BRACE, NEAR
 FJ0818'THE WEST END OF A STEEL GATE IN THE EAST-WEST RIGHT OF WAY FENCE, 2.96
 FJ0818'KM (1.84 MI) SOUTH OF THE STATE HIGHWAY 3 OVERPASS BRIDGE, 88.5 METERS
 FJ0818'(290 FT) WEST OF THE HIGHWAY CENTERLINE, 12.5 METERS (41 FT) SOUTH OF
 FJ0818'THE CENTER OF THE ROAD, 36.6 METERS (120 FT) EAST OF THE CENTER OF A T
 FJ0818'JUNCTION GRAVEL ROAD LEADING SOUTH TO AN OIL WELL, 7.0 METERS (23 FT)
 FJ0818'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A TALL CONCRETE MOUNMENT FOR
 FJ0818'THE UNCLE JHON CREEK WATERSHED PROJECT AND 0.3 METER (1 FT) NORTH OF
 FJ0818'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FJ0818'5-INCH LOGO CAP.
 FJ0818'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FJ0818'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 FJ0818
 FJ0818                          STATION RECOVERY (1989)
 FJ0818
 FJ0818'RECOVERY NOTE BY US POWER SQUADRON 1989 (AC)
 FJ0818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0565 ***********************************************************************
 GH0565  DESIGNATION -  K 205
 GH0565  PID         -  GH0565
 GH0565  STATE/COUNTY-  OK/GARFIELD
 GH0565  COUNTRY     -  US
 GH0565  USGS QUAD   -  KREMLIN (2018)
 GH0565
 GH0565                         *CURRENT SURVEY CONTROL
 GH0565  ______________________________________________________________________
 GH0565* NAD 83(1986) POSITION- 36 31 16.87   (N) 097 52 20.61   (W)   HD_HELD1
 GH0565* NAVD 88 ORTHO HEIGHT -   357.397 (meters)     1172.56  (feet) ADJUSTED
 GH0565  ______________________________________________________________________
 GH0565  GEOID HEIGHT    -        -27.819 (meters)                     GEOID18
 GH0565  DYNAMIC HEIGHT  -        357.086 (meters)     1171.54  (feet) COMP
 GH0565  MODELED GRAVITY -    979,752.9   (mgal)                       NAVD 88
 GH0565
 GH0565  VERT ORDER      -  FIRST     CLASS II
 GH0565
 GH0565.The horizontal coordinates were determined by differentially corrected
 GH0565.hand held GPS observations or other comparable positioning techniques
 GH0565.and have an estimated accuracy of +/- 3 meters.
 GH0565
 GH0565.The orthometric height was determined by differential leveling and
 GH0565.adjusted by the NATIONAL GEODETIC SURVEY
 GH0565.in June 1991.
 GH0565
 GH0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0565.GEOID18 height accuracy estimate available here.
 GH0565
 GH0565.Click photographs - Photos may exist for this station.
 GH0565
 GH0565.The dynamic height is computed by dividing the NAVD 88
 GH0565.geopotential number by the normal gravity value computed on the
 GH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0565.degrees latitude (g = 980.6199 gals.).
 GH0565
 GH0565.The modeled gravity was interpolated from observed gravity values.
 GH0565
 GH0565;                    North         East    Units  Estimated Accuracy
 GH0565;SPC OK N     -   168,808.5     611,429.0     MT  (+/- 3 meters HH1 GPS) 
 GH0565
 GH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0095742367(NAD 83)
 GH0565
 GH0565                          SUPERSEDED SURVEY CONTROL
 GH0565
 GH0565  NGVD 29 (04/22/92)  357.229  (m)         1172.01   (f) ADJUSTED    1 2
 GH0565
 GH0565.Superseded values are not recommended for survey control.
 GH0565
 GH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0565.See file dsdata.pdf to determine how the superseded data were derived.
 GH0565
 GH0565_MARKER: I = METAL ROD
 GH0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0565_STAMPING: K 205 1985
 GH0565_MARK LOGO: NGS
 GH0565_PROJECTION: FLUSH
 GH0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0565_ROD/PIPE-DEPTH: 3.3 meters
 GH0565
 GH0565  HISTORY     - Date     Condition        Report By
 GH0565  HISTORY     - 1985     MONUMENTED       NGS
 GH0565
 GH0565                          STATION DESCRIPTION
 GH0565
 GH0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0565'16.1 KM (10.0 MI) NORTH FROM ENID.
 GH0565'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0565'IN ENID, THENCE 15.2 KM (9.4 MI) NORTH ALONG US HIGHWAY 81, AT GREAT
 GH0565'LAKES ROAD, 22.6 METERS (74 FT) EAST OF THE CENTER OF THE NORTH BOUND
 GH0565'LANES, 12.6 METERS (41.5 FT) SOUTH OF THE CENTER OF THE ROAD, 5.6
 GH0565'METERS (18.5 FT) EAST OF A FENCE CORNER AND 0.3 METER (1 FT) NORTH OF
 GH0565'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0565'CAP.
 GH0565'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0565'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0614 ***********************************************************************
 GH0614  DESIGNATION -  K 206
 GH0614  PID         -  GH0614
 GH0614  STATE/COUNTY-  OK/GRANT
 GH0614  COUNTRY     -  US
 GH0614  USGS QUAD   -  WAKITA SE (2018)
 GH0614
 GH0614                         *CURRENT SURVEY CONTROL
 GH0614  ______________________________________________________________________
 GH0614* NAD 83(1986) POSITION- 36 48 38.     (N) 097 51 29.     (W)   SCALED
 GH0614* NAVD 88 ORTHO HEIGHT -   331.616 (meters)     1087.98  (feet) ADJUSTED
 GH0614  ______________________________________________________________________
 GH0614  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 GH0614  DYNAMIC HEIGHT  -        331.340 (meters)     1087.07  (feet) COMP
 GH0614  MODELED GRAVITY -    979,788.8   (mgal)                       NAVD 88
 GH0614
 GH0614  VERT ORDER      -  FIRST     CLASS II
 GH0614
 GH0614.The horizontal coordinates were scaled from a map and have
 GH0614.an estimated accuracy of +/- 6 seconds.
 GH0614
 GH0614.The orthometric height was determined by differential leveling and
 GH0614.adjusted by the NATIONAL GEODETIC SURVEY
 GH0614.in June 1991.
 GH0614
 GH0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0614.GEOID18 height accuracy estimate available here.
 GH0614
 GH0614.Click photographs - Photos may exist for this station.
 GH0614
 GH0614.The dynamic height is computed by dividing the NAVD 88
 GH0614.geopotential number by the normal gravity value computed on the
 GH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0614.degrees latitude (g = 980.6199 gals.).
 GH0614
 GH0614.The modeled gravity was interpolated from observed gravity values.
 GH0614
 GH0614;                    North         East    Units  Estimated Accuracy
 GH0614;SPC OK N     -   200,900.      612,670.      MT  (+/- 180 meters Scaled)
 GH0614
 GH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF018744(NAD 83)
 GH0614
 GH0614                          SUPERSEDED SURVEY CONTROL
 GH0614
 GH0614.No superseded survey control is available for this station.
 GH0614
 GH0614_MARKER: I = METAL ROD
 GH0614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0614+WITH SETTING: INFORMATION.
 GH0614_STAMPING: K 206 1985
 GH0614_MARK LOGO: NGS
 GH0614_PROJECTION: FLUSH
 GH0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0614+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0614_ROD/PIPE-DEPTH: 2.4 meters
 GH0614
 GH0614  HISTORY     - Date     Condition        Report By
 GH0614  HISTORY     - 1985     MONUMENTED       NGS
 GH0614  HISTORY     - 20090528 GOOD             OKDOT
 GH0614
 GH0614                          STATION DESCRIPTION
 GH0614
 GH0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0614'11.4 KM (7.1 MI) WEST FROM MEDFORD.
 GH0614'11.4 KM (7.05 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0614'HIGHWAY 81 AT MEDFORD, AT A DIRT CROSSROADS, 18.3 METERS (60 FT) SOUTH
 GH0614'OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) SOUTHWEST OF THE SOUTH
 GH0614'END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 8.2 METERS (27 FT)
 GH0614'WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 0.6 METER (2 FT) EAST
 GH0614'OF A POWER POLE, 3.7 METERS (12 FT) EAST OF A TELEPHONE UNDERGROUND
 GH0614'WARNING SIGN POST AND 4.9 METERS (16 FT) EAST-NORTHEAST OF A CONCRETE
 GH0614'RIGHT OF WAY POST.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO
 GH0614'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0614'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0614'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 GH0614
 GH0614                          STATION RECOVERY (2009)
 GH0614
 GH0614'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0600 ***********************************************************************
 GH0600  DESIGNATION -  K 207
 GH0600  PID         -  GH0600
 GH0600  STATE/COUNTY-  OK/GARFIELD
 GH0600  COUNTRY     -  US
 GH0600  USGS QUAD   -  WAUKOMIS (2018)
 GH0600
 GH0600                         *CURRENT SURVEY CONTROL
 GH0600  ______________________________________________________________________
 GH0600* NAD 83(1986) POSITION- 36 16 46.     (N) 097 53 45.     (W)   SCALED
 GH0600* NAVD 88 ORTHO HEIGHT -   379.630 (meters)     1245.50  (feet) ADJUSTED
 GH0600  ______________________________________________________________________
 GH0600  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 GH0600  DYNAMIC HEIGHT  -        379.293 (meters)     1244.40  (feet) COMP
 GH0600  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 GH0600
 GH0600  VERT ORDER      -  FIRST     CLASS II
 GH0600
 GH0600.The horizontal coordinates were scaled from a map and have
 GH0600.an estimated accuracy of +/- 6 seconds.
 GH0600
 GH0600.The orthometric height was determined by differential leveling and
 GH0600.adjusted by the NATIONAL GEODETIC SURVEY
 GH0600.in June 1991.
 GH0600
 GH0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0600.GEOID18 height accuracy estimate available here.
 GH0600
 GH0600.Click photographs - Photos may exist for this station.
 GH0600
 GH0600.The dynamic height is computed by dividing the NAVD 88
 GH0600.geopotential number by the normal gravity value computed on the
 GH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0600.degrees latitude (g = 980.6199 gals.).
 GH0600
 GH0600.The modeled gravity was interpolated from observed gravity values.
 GH0600
 GH0600;                    North         East    Units  Estimated Accuracy
 GH0600;SPC OK N     -   141,960.      609,360.      MT  (+/- 180 meters Scaled)
 GH0600
 GH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF991155(NAD 83)
 GH0600
 GH0600                          SUPERSEDED SURVEY CONTROL
 GH0600
 GH0600  NGVD 29 (04/22/92)  379.452  (m)         1244.92   (f) ADJUSTED    1 2
 GH0600
 GH0600.Superseded values are not recommended for survey control.
 GH0600
 GH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0600.See file dsdata.pdf to determine how the superseded data were derived.
 GH0600
 GH0600_MARKER: DB = BENCH MARK DISK
 GH0600_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GH0600_SP_SET: GRAIN ELEVATOR
 GH0600_STAMPING: K 207 1985
 GH0600_MARK LOGO: NGS
 GH0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0600+STABILITY: POSITION/ELEVATION WELL
 GH0600
 GH0600  HISTORY     - Date     Condition        Report By
 GH0600  HISTORY     - 1985     MONUMENTED       NGS
 GH0600
 GH0600                          STATION DESCRIPTION
 GH0600
 GH0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0600'IN WAUKOMIS.
 GH0600'VERTICALLY, IN THE NORTH FACE OF THE WAUKOMIS CO-OP CONCRETE GRAIN
 GH0600'ELEVATOR, IN THE SOUTHWEST CORNER OF THE JUNCTION OF EUCLID STREET AND
 GH0600'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 41.1 METERS (135 FT)
 GH0600'SOUTH OF THE CENTER OF THE STREET, 22.7 METERS (74.5 FT) WEST OF THE
 GH0600'WEST RAIL OF THE MAIN TRACK AND 1.8 METERS (6 FT) EAST OF THE EAST
 GH0600'EDGE OF A 11 BY 13 FOOT DOOR IN THE NORTH SIDE OF THE GRAIN ELEVATOR.
 GH0600'THE MARK IS 1.0 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0768 ***********************************************************************
 EK0768  DESIGNATION -  K 208
 EK0768  PID         -  EK0768
 EK0768  STATE/COUNTY-  OK/MCCURTAIN
 EK0768  COUNTRY     -  US
 EK0768  USGS QUAD   -  SWINK (2019)
 EK0768
 EK0768                         *CURRENT SURVEY CONTROL
 EK0768  ______________________________________________________________________
 EK0768* NAD 83(1986) POSITION- 34 00 39.     (N) 095 08 21.     (W)   SCALED
 EK0768* NAVD 88 ORTHO HEIGHT -   146.004 (meters)      479.01  (feet) ADJUSTED
 EK0768  ______________________________________________________________________
 EK0768  GEOID HEIGHT    -        -28.777 (meters)                     GEOID18
 EK0768  DYNAMIC HEIGHT  -        145.852 (meters)      478.52  (feet) COMP
 EK0768  MODELED GRAVITY -    979,590.5   (mgal)                       NAVD 88
 EK0768
 EK0768  VERT ORDER      -  FIRST     CLASS II
 EK0768
 EK0768.The horizontal coordinates were scaled from a map and have
 EK0768.an estimated accuracy of +/- 6 seconds.
 EK0768
 EK0768.The orthometric height was determined by differential leveling and
 EK0768.adjusted by the NATIONAL GEODETIC SURVEY
 EK0768.in June 1991.
 EK0768
 EK0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0768.GEOID18 height accuracy estimate available here.
 EK0768
 EK0768.Click photographs - Photos may exist for this station.
 EK0768
 EK0768.The dynamic height is computed by dividing the NAVD 88
 EK0768.geopotential number by the normal gravity value computed on the
 EK0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0768.degrees latitude (g = 980.6199 gals.).
 EK0768
 EK0768.The modeled gravity was interpolated from observed gravity values.
 EK0768
 EK0768;                    North         East    Units  Estimated Accuracy
 EK0768;SPC OK S     -    78,900.      864,230.      MT  (+/- 180 meters Scaled)
 EK0768
 EK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT024654(NAD 83)
 EK0768
 EK0768                          SUPERSEDED SURVEY CONTROL
 EK0768
 EK0768.No superseded survey control is available for this station.
 EK0768
 EK0768_MARKER: I = METAL ROD
 EK0768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0768+WITH SETTING: INFORMATION.
 EK0768_STAMPING: K 208 1986
 EK0768_MARK LOGO: NGS
 EK0768_PROJECTION: FLUSH
 EK0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0768_ROD/PIPE-DEPTH: 2.4 meters
 EK0768
 EK0768  HISTORY     - Date     Condition        Report By
 EK0768  HISTORY     - 1986     MONUMENTED       NGS
 EK0768
 EK0768                          STATION DESCRIPTION
 EK0768
 EK0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0768'33.6 KM (20.9 MI) WEST FROM IDABEL.
 EK0768'33.6 KM (20.9 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0768'WITH U.S. HIGHWAY 259 IN IDABEL, 28.4 M (93.2 FT) NORTH OF THE
 EK0768'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) NORTH OF A FENCE CORNER,
 EK0768'10.1 M (33.1 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING NORTH, AND
 EK0768'3.6 M (11.8 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 EK0768'IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0768'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EK0768'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0794 ***********************************************************************
 EK0794  DESIGNATION -  K 209
 EK0794  PID         -  EK0794
 EK0794  STATE/COUNTY-  OK/CHOCTAW
 EK0794  COUNTRY     -  US
 EK0794  USGS QUAD   -  SOPER (2019)
 EK0794
 EK0794                         *CURRENT SURVEY CONTROL
 EK0794  ______________________________________________________________________
 EK0794* NAD 83(1986) POSITION- 34 01 58.     (N) 095 41 51.     (W)   SCALED
 EK0794* NAVD 88 ORTHO HEIGHT -   163.463 (meters)      536.29  (feet) ADJUSTED
 EK0794  ______________________________________________________________________
 EK0794  GEOID HEIGHT    -        -28.902 (meters)                     GEOID18
 EK0794  DYNAMIC HEIGHT  -        163.288 (meters)      535.72  (feet) COMP
 EK0794  MODELED GRAVITY -    979,560.8   (mgal)                       NAVD 88
 EK0794
 EK0794  VERT ORDER      -  FIRST     CLASS II
 EK0794
 EK0794.The horizontal coordinates were scaled from a map and have
 EK0794.an estimated accuracy of +/- 6 seconds.
 EK0794
 EK0794.The orthometric height was determined by differential leveling and
 EK0794.adjusted by the NATIONAL GEODETIC SURVEY
 EK0794.in June 1991.
 EK0794
 EK0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0794.GEOID18 height accuracy estimate available here.
 EK0794
 EK0794.Click photographs - Photos may exist for this station.
 EK0794
 EK0794.The dynamic height is computed by dividing the NAVD 88
 EK0794.geopotential number by the normal gravity value computed on the
 EK0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0794.degrees latitude (g = 980.6199 gals.).
 EK0794
 EK0794.The modeled gravity was interpolated from observed gravity values.
 EK0794
 EK0794;                    North         East    Units  Estimated Accuracy
 EK0794;SPC OK S     -    80,010.      812,610.      MT  (+/- 180 meters Scaled)
 EK0794
 EK0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT509690(NAD 83)
 EK0794
 EK0794                          SUPERSEDED SURVEY CONTROL
 EK0794
 EK0794.No superseded survey control is available for this station.
 EK0794
 EK0794_MARKER: I = METAL ROD
 EK0794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0794_STAMPING: K 209 1986
 EK0794_MARK LOGO: NGS
 EK0794_PROJECTION: RECESSED 1 CENTIMETERS
 EK0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0794_ROD/PIPE-DEPTH: 5.2 meters
 EK0794
 EK0794  HISTORY     - Date     Condition        Report By
 EK0794  HISTORY     - 1986     MONUMENTED       NGS
 EK0794
 EK0794                          STATION DESCRIPTION
 EK0794
 EK0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0794'IN SOPER.
 EK0794'IN SOPER, AT THE JUNCTION OF U.S. HIGHWAY 70 AND MAIN STREET, 13.2 M
 EK0794'(43.3 FT) EAST OF THE CENTER OF THE STREET, 11.8 M (38.7 FT) SOUTH OF
 EK0794'THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTHEAST OF THE
 EK0794'NORTHEAST CORNER OF A CINDER BLOCK BUILDING, AND 0.6 M (2.0 FT)
 EK0794'WEST-NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 EK0794'THROUGH A 5-INCH LOGO CAP.
 EK0794'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0960 ***********************************************************************
 DN0960  DESIGNATION -  K 210
 DN0960  PID         -  DN0960
 DN0960  STATE/COUNTY-  OK/BRYAN
 DN0960  COUNTRY     -  US
 DN0960  USGS QUAD   -  DURANT SOUTH (2018)
 DN0960
 DN0960                         *CURRENT SURVEY CONTROL
 DN0960  ______________________________________________________________________
 DN0960* NAD 83(1986) POSITION- 33 56 48.     (N) 096 24 46.     (W)   SCALED
 DN0960* NAVD 88 ORTHO HEIGHT -   210.109 (meters)      689.33  (feet) ADJUSTED
 DN0960  ______________________________________________________________________
 DN0960  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 DN0960  DYNAMIC HEIGHT  -        209.888 (meters)      688.61  (feet) COMP
 DN0960  MODELED GRAVITY -    979,581.3   (mgal)                       NAVD 88
 DN0960
 DN0960  VERT ORDER      -  FIRST     CLASS II
 DN0960
 DN0960.The horizontal coordinates were scaled from a map and have
 DN0960.an estimated accuracy of +/- 6 seconds.
 DN0960
 DN0960.The orthometric height was determined by differential leveling and
 DN0960.adjusted by the NATIONAL GEODETIC SURVEY
 DN0960.in June 1991.
 DN0960
 DN0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0960.GEOID18 height accuracy estimate available here.
 DN0960
 DN0960.Click photographs - Photos may exist for this station.
 DN0960
 DN0960.The dynamic height is computed by dividing the NAVD 88
 DN0960.geopotential number by the normal gravity value computed on the
 DN0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0960.degrees latitude (g = 980.6199 gals.).
 DN0960
 DN0960.The modeled gravity was interpolated from observed gravity values.
 DN0960
 DN0960;                    North         East    Units  Estimated Accuracy
 DN0960;SPC OK S     -    69,190.      746,720.      MT  (+/- 180 meters Scaled)
 DN0960
 DN0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC391592(NAD 83)
 DN0960
 DN0960                          SUPERSEDED SURVEY CONTROL
 DN0960
 DN0960.No superseded survey control is available for this station.
 DN0960
 DN0960_MARKER: I = METAL ROD
 DN0960_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0960+WITH SETTING: INFORMATION.
 DN0960_STAMPING: K 210 1986
 DN0960_MARK LOGO: NGS
 DN0960_PROJECTION: FLUSH
 DN0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0960_ROD/PIPE-DEPTH: 2.1 meters
 DN0960
 DN0960  HISTORY     - Date     Condition        Report By
 DN0960  HISTORY     - 1986     MONUMENTED       NGS
 DN0960
 DN0960                          STATION DESCRIPTION
 DN0960
 DN0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0960'5.9 KM (3.65 MI) SW FROM DURANT.
 DN0960'5.9 KM (3.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0960'FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, 56.0 M (183.7 FT)
 DN0960'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.7 M (77.8 FT) NORTHEAST
 DN0960'OF THE CENTER OF WALDRON DRIVE, 17.8 M (58.4 FT) SOUTHEAST OF THE NEAR
 DN0960'RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD, AND 1.0 M (3.3 FT)
 DN0960'SOUTHWEST A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 DN0960'A 5-INCH LOGO CAP.
 DN0960'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 DN0960'THE MARK IS 0.5 M BELOW THE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0672 ***********************************************************************
 EL0672  DESIGNATION -  K 211
 EL0672  PID         -  EL0672
 EL0672  STATE/COUNTY-  OK/STEPHENS
 EL0672  COUNTRY     -  US
 EL0672  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0672
 EL0672                         *CURRENT SURVEY CONTROL
 EL0672  ______________________________________________________________________
 EL0672* NAD 83(1986) POSITION- 34 33 56.     (N) 097 57 58.     (W)   SCALED
 EL0672* NAVD 88 ORTHO HEIGHT -   384.987 (meters)     1263.08  (feet) ADJUSTED
 EL0672  ______________________________________________________________________
 EL0672  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 EL0672  DYNAMIC HEIGHT  -        384.586 (meters)     1261.76  (feet) COMP
 EL0672  MODELED GRAVITY -    979,581.3   (mgal)                       NAVD 88
 EL0672
 EL0672  VERT ORDER      -  FIRST     CLASS II
 EL0672
 EL0672.The horizontal coordinates were scaled from a map and have
 EL0672.an estimated accuracy of +/- 6 seconds.
 EL0672
 EL0672.The orthometric height was determined by differential leveling and
 EL0672.adjusted by the NATIONAL GEODETIC SURVEY
 EL0672.in June 1991.
 EL0672
 EL0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0672.GEOID18 height accuracy estimate available here.
 EL0672
 EL0672.Click photographs - Photos may exist for this station.
 EL0672
 EL0672.The dynamic height is computed by dividing the NAVD 88
 EL0672.geopotential number by the normal gravity value computed on the
 EL0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0672.degrees latitude (g = 980.6199 gals.).
 EL0672
 EL0672.The modeled gravity was interpolated from observed gravity values.
 EL0672
 EL0672;                    North         East    Units  Estimated Accuracy
 EL0672;SPC OK S     -   136,680.      603,110.      MT  (+/- 180 meters Scaled)
 EL0672
 EL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND948253(NAD 83)
 EL0672
 EL0672                          SUPERSEDED SURVEY CONTROL
 EL0672
 EL0672.No superseded survey control is available for this station.
 EL0672
 EL0672_MARKER: I = METAL ROD
 EL0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0672_STAMPING: K 211 1986
 EL0672_MARK LOGO: NGS
 EL0672_PROJECTION: FLUSH
 EL0672_MAGNETIC: I = MARKER IS A STEEL ROD
 EL0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0672+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1994
 EL0672_ROD/PIPE-DEPTH: 3.4 meters
 EL0672
 EL0672  HISTORY     - Date     Condition        Report By
 EL0672  HISTORY     - 1986     MONUMENTED       NGS
 EL0672  HISTORY     - 19940225 GOOD             NGS
 EL0672
 EL0672                          STATION DESCRIPTION
 EL0672
 EL0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0672'IN DUNCAN.
 EL0672'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EL0672'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND OSAGE ROAD, 23.8
 EL0672'M (78.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 EL0672'HIGHWAY, 14.2 M (46.6 FT) NORTH OF THE CENTER OF THE ROAD, 6.2 M (20.3
 EL0672'FT) NORTH OF A UTILITY POLE AND A FENCE CORNER, AND 6.0 M (19.7 FT)
 EL0672'SOUTH OF A VERTICAL 5-INCH IRON PIPE.  NOTE--ACCESS TO DATUM POINT IS
 EL0672'HAD THROUGH A 5-INCH LOGO CAP.
 EL0672'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0672
 EL0672                          STATION RECOVERY (1994)
 EL0672
 EL0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0672'IN DUNCAN, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND OSAGE ROAD, 23.8
 EL0672'M (78.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 EL0672'HIGHWAY, 14.4 M (47.2 FT) NORTH OF THE ROAD CENTER, 6.5 M (21.3 FT)
 EL0672'NORTH OF A JUNCTION UTILITY POLE WITH A GUY CABLE AND UNDERGROUND
 EL0672'CABLE JUNCTION BOX NUMBER 150 2938, 6.0 M (19.7 FT) SOUTH OF A 5-INCH
 EL0672'PIPE THAT PROJECTS 36-INCHES, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 EL0672'HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST AND FENCE.
 EL0672'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0629 ***********************************************************************
 EL0629  DESIGNATION -  K 212
 EL0629  PID         -  EL0629
 EL0629  STATE/COUNTY-  OK/BRYAN
 EL0629  COUNTRY     -  US
 EL0629  USGS QUAD   -  BOKCHITO (2018)
 EL0629
 EL0629                         *CURRENT SURVEY CONTROL
 EL0629  ______________________________________________________________________
 EL0629* NAD 83(1986) POSITION- 34 00 59.     (N) 096 08 36.     (W)   SCALED
 EL0629* NAVD 88 ORTHO HEIGHT -   195.144 (meters)      640.23  (feet) ADJUSTED
 EL0629  ______________________________________________________________________
 EL0629  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 EL0629  DYNAMIC HEIGHT  -        194.946 (meters)      639.59  (feet) COMP
 EL0629  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 EL0629
 EL0629  VERT ORDER      -  FIRST     CLASS II
 EL0629
 EL0629.The horizontal coordinates were scaled from a map and have
 EL0629.an estimated accuracy of +/- 6 seconds.
 EL0629
 EL0629.The orthometric height was determined by differential leveling and
 EL0629.adjusted by the NATIONAL GEODETIC SURVEY
 EL0629.in June 1991.
 EL0629
 EL0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0629.GEOID18 height accuracy estimate available here.
 EL0629
 EL0629.Click photographs - Photos may exist for this station.
 EL0629
 EL0629.The dynamic height is computed by dividing the NAVD 88
 EL0629.geopotential number by the normal gravity value computed on the
 EL0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0629.degrees latitude (g = 980.6199 gals.).
 EL0629
 EL0629.The modeled gravity was interpolated from observed gravity values.
 EL0629
 EL0629;                    North         East    Units  Estimated Accuracy
 EL0629;SPC OK S     -    77,340.      771,480.      MT  (+/- 180 meters Scaled)
 EL0629
 EL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC637676(NAD 83)
 EL0629
 EL0629                          SUPERSEDED SURVEY CONTROL
 EL0629
 EL0629.No superseded survey control is available for this station.
 EL0629
 EL0629_MARKER: I = METAL ROD
 EL0629_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0629+WITH SETTING: INFORMATION.
 EL0629_STAMPING: K 212 1986
 EL0629_MARK LOGO: NGS
 EL0629_PROJECTION: FLUSH
 EL0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0629_ROD/PIPE-DEPTH: 2.8 meters
 EL0629
 EL0629  HISTORY     - Date     Condition        Report By
 EL0629  HISTORY     - 1986     MONUMENTED       NGS
 EL0629
 EL0629                          STATION DESCRIPTION
 EL0629
 EL0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0629'IN BOKCHITO.
 EL0629'IN BOKCHITO, AT THE INTERSECTION OF U.S. HIGHWAY 70 (EAST MAIN STREET)
 EL0629'AND NORTH EDENS STREET, 19.0 M (62.3 FT) WEST OF THE CENTER OF THE
 EL0629'STREET, 16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 M
 EL0629'(8.2 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE BOKCHITO MUNICIPAL
 EL0629'BUILDING, AND 0.8 M (2.6 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING.
 EL0629'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0629'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0641 ***********************************************************************
 EL0641  DESIGNATION -  K 213
 EL0641  PID         -  EL0641
 EL0641  STATE/COUNTY-  OK/JEFFERSON
 EL0641  COUNTRY     -  US
 EL0641  USGS QUAD   -  RYAN (2019)
 EL0641
 EL0641                         *CURRENT SURVEY CONTROL
 EL0641  ______________________________________________________________________
 EL0641* NAD 83(1986) POSITION- 34 06 42.4    (N) 097 57 41.1    (W)   HD_HELD2
 EL0641* NAVD 88 ORTHO HEIGHT -   262.087 (meters)      859.86  (feet) ADJUSTED
 EL0641  ______________________________________________________________________
 EL0641  GEOID HEIGHT    -        -25.779 (meters)                     GEOID18
 EL0641  DYNAMIC HEIGHT  -        261.821 (meters)      858.99  (feet) COMP
 EL0641  MODELED GRAVITY -    979,612.9   (mgal)                       NAVD 88
 EL0641
 EL0641  VERT ORDER      -  FIRST     CLASS II
 EL0641
 EL0641.The horizontal coordinates were established by autonomous hand held GPS
 EL0641.observations and have an estimated accuracy of +/- 10 meters.
 EL0641
 EL0641.The orthometric height was determined by differential leveling and
 EL0641.adjusted by the NATIONAL GEODETIC SURVEY
 EL0641.in June 1991.
 EL0641
 EL0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0641.GEOID18 height accuracy estimate available here.
 EL0641
 EL0641.Click photographs - Photos may exist for this station.
 EL0641
 EL0641.The dynamic height is computed by dividing the NAVD 88
 EL0641.geopotential number by the normal gravity value computed on the
 EL0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0641.degrees latitude (g = 980.6199 gals.).
 EL0641
 EL0641.The modeled gravity was interpolated from observed gravity values.
 EL0641
 EL0641;                    North         East    Units  Estimated Accuracy
 EL0641;SPC OK S     -    86,349.      603,560.      MT  (+/- 10 meters HH2 GPS)
 EL0641
 EL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9578775036(NAD 83)
 EL0641
 EL0641                          SUPERSEDED SURVEY CONTROL
 EL0641
 EL0641.No superseded survey control is available for this station.
 EL0641
 EL0641_MARKER: I = METAL ROD
 EL0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0641_STAMPING: K 213 1986
 EL0641_MARK LOGO: NGS
 EL0641_PROJECTION: PROJECTING 3 CENTIMETERS
 EL0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0641_ROD/PIPE-DEPTH: 6.9 meters
 EL0641
 EL0641  HISTORY     - Date     Condition        Report By
 EL0641  HISTORY     - 1986     MONUMENTED       NGS
 EL0641
 EL0641                          STATION DESCRIPTION
 EL0641
 EL0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0641'5.7 KM (3.55 MI) SOUTH FROM WAURIKA.
 EL0641'5.7 KM (3.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0641'WITH U.S. HIGHWAY 70 IN WAURIKA, 34.7 M (113.8 FT) SOUTHEAST OF THE
 EL0641'SOUTHEAST CORNER OF HIGHWAY BRIDGE NUMBER 34-06-16-83, 23.0 M (75.5
 EL0641'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.7 M (74.5 FT) SOUTH OF
 EL0641'THE CENTER OF AN IRON PIPE GATE, AND 3.5 M (11.5 FT) NORTH OF A
 EL0641'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EL0641'LOGO CAP.
 EL0641'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0641'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0777 ***********************************************************************
 FJ0777  DESIGNATION -  K 214
 FJ0777  PID         -  FJ0777
 FJ0777  STATE/COUNTY-  OK/GRADY
 FJ0777  COUNTRY     -  US
 FJ0777  USGS QUAD   -  CHICKASHA (2018)
 FJ0777
 FJ0777                         *CURRENT SURVEY CONTROL
 FJ0777  ______________________________________________________________________
 FJ0777* NAD 83(1986) POSITION- 35 00 02.39   (N) 097 56 06.60   (W)   HD_HELD1
 FJ0777* NAVD 88 ORTHO HEIGHT -   359.310 (meters)     1178.84  (feet) ADJUSTED
 FJ0777  ______________________________________________________________________
 FJ0777  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 FJ0777  DYNAMIC HEIGHT  -        358.955 (meters)     1177.67  (feet) COMP
 FJ0777  MODELED GRAVITY -    979,638.3   (mgal)                       NAVD 88
 FJ0777
 FJ0777  VERT ORDER      -  FIRST     CLASS II
 FJ0777
 FJ0777.The horizontal coordinates were determined by differentially corrected
 FJ0777.hand held GPS observations or other comparable positioning techniques
 FJ0777.and have an estimated accuracy of +/- 3 meters.
 FJ0777
 FJ0777.The orthometric height was determined by differential leveling and
 FJ0777.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0777.in June 1991.
 FJ0777
 FJ0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0777.GEOID18 height accuracy estimate available here.
 FJ0777
 FJ0777.Click photographs - Photos may exist for this station.
 FJ0777
 FJ0777.The dynamic height is computed by dividing the NAVD 88
 FJ0777.geopotential number by the normal gravity value computed on the
 FJ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0777.degrees latitude (g = 980.6199 gals.).
 FJ0777
 FJ0777.The modeled gravity was interpolated from observed gravity values.
 FJ0777
 FJ0777;                    North         East    Units  Estimated Accuracy
 FJ0777;SPC OK S     -   184,950.8     605,918.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0777
 FJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9716873634(NAD 83)
 FJ0777
 FJ0777                          SUPERSEDED SURVEY CONTROL
 FJ0777
 FJ0777.No superseded survey control is available for this station.
 FJ0777
 FJ0777_MARKER: F = FLANGE-ENCASED ROD
 FJ0777_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0777+WITH SETTING: INFORMATION.
 FJ0777_STAMPING: K 214 1986
 FJ0777_MARK LOGO: NGS
 FJ0777_PROJECTION: FLUSH
 FJ0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0777+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 FJ0777_ROD/PIPE-DEPTH: 2.4 meters
 FJ0777
 FJ0777  HISTORY     - Date     Condition        Report By
 FJ0777  HISTORY     - 1986     MONUMENTED       NGS
 FJ0777  HISTORY     - 20180711 GOOD             OKDOT
 FJ0777
 FJ0777                          STATION DESCRIPTION
 FJ0777
 FJ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0777'5.8 KM (3.6 MI) SOUTH FROM CHICKASHA.
 FJ0777'5.8 KM (3.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0777'BUILDING IN CHICKASHA, 23.1 M (75.8 FT) WEST OF THE CENTERLINE OF THE
 FJ0777'HIGHWAY, 17.1 M (56.1 FT) NORTH OF THE CENTER OF PIKES PEAK ROAD, AND
 FJ0777'3.6 M (11.8 FT) WEST OF THE WEST CURB OF A SERVICE ROAD.  NOTE--ACCESS
 FJ0777'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0777'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 FJ0777'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 FJ0777
 FJ0777                          STATION RECOVERY (2018)
 FJ0777
 FJ0777'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FJ0777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0807 ***********************************************************************
 FJ0807  DESIGNATION -  K 215
 FJ0807  PID         -  FJ0807
 FJ0807  STATE/COUNTY-  OK/CANADIAN
 FJ0807  COUNTRY     -  US
 FJ0807  USGS QUAD   -  EL RENO (2018)
 FJ0807
 FJ0807                         *CURRENT SURVEY CONTROL
 FJ0807  ______________________________________________________________________
 FJ0807* NAD 83(1986) POSITION- 35 30 05.     (N) 097 57 17.     (W)   SCALED
 FJ0807* NAVD 88 ORTHO HEIGHT -   425.505 (meters)     1396.01  (feet) ADJUSTED
 FJ0807  ______________________________________________________________________
 FJ0807  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0807  DYNAMIC HEIGHT  -        425.088 (meters)     1394.64  (feet) COMP
 FJ0807  MODELED GRAVITY -    979,641.2   (mgal)                       NAVD 88
 FJ0807
 FJ0807  VERT ORDER      -  FIRST     CLASS II
 FJ0807
 FJ0807.The horizontal coordinates were scaled from a map and have
 FJ0807.an estimated accuracy of +/- 6 seconds.
 FJ0807
 FJ0807.The orthometric height was determined by differential leveling and
 FJ0807.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0807.in June 1991.
 FJ0807
 FJ0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0807.GEOID18 height accuracy estimate available here.
 FJ0807
 FJ0807.Click photographs - Photos may exist for this station.
 FJ0807
 FJ0807.The dynamic height is computed by dividing the NAVD 88
 FJ0807.geopotential number by the normal gravity value computed on the
 FJ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0807.degrees latitude (g = 980.6199 gals.).
 FJ0807
 FJ0807.The modeled gravity was interpolated from observed gravity values.
 FJ0807
 FJ0807;                    North         East    Units  Estimated Accuracy
 FJ0807;SPC OK N     -    55,630.      604,110.      MT  (+/- 180 meters Scaled)
 FJ0807
 FJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE947291(NAD 83)
 FJ0807
 FJ0807                          SUPERSEDED SURVEY CONTROL
 FJ0807
 FJ0807.No superseded survey control is available for this station.
 FJ0807
 FJ0807_MARKER: DV = VERTICAL CONTROL DISK
 FJ0807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0807_SP_SET: PIER
 FJ0807_STAMPING: K 215 1986
 FJ0807_MARK LOGO: NGS
 FJ0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0807+STABILITY: POSITION/ELEVATION WELL
 FJ0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0807+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 FJ0807
 FJ0807  HISTORY     - Date     Condition        Report By
 FJ0807  HISTORY     - 1986     MONUMENTED       NGS
 FJ0807  HISTORY     - 1989     GOOD             USPSQD
 FJ0807  HISTORY     - 20040715 GOOD             USPSQD
 FJ0807
 FJ0807                          STATION DESCRIPTION
 FJ0807
 FJ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0807'IN EL RENO.
 FJ0807'IN EL RENO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND CHOCTAW
 FJ0807'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 3
 FJ0807'COLUMNS OF THE WEST PIER OF THE EAST BOUND HIGHWAY OVERPASS OF THE
 FJ0807'AVENUE, 6.0 M (19.7 FT) WEST OF THE CENTER OF THE AVENUE, AND 5.0 M
 FJ0807'(16.4 FT) SOUTH OF THE CENTER OF THE OVERPASS.
 FJ0807'THE MARK IS 1.5 M ABOVE THE GROUND.
 FJ0807
 FJ0807                          STATION RECOVERY (1989)
 FJ0807
 FJ0807'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRF)
 FJ0807'RECOVERED IN GOOD CONDITION.
 FJ0807
 FJ0807                          STATION RECOVERY (2004)
 FJ0807
 FJ0807'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1399 ***********************************************************************
 FJ1399  DESIGNATION -  K 216
 FJ1399  PID         -  FJ1399
 FJ1399  STATE/COUNTY-  OK/OKLAHOMA
 FJ1399  COUNTRY     -  US
 FJ1399  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1399
 FJ1399                         *CURRENT SURVEY CONTROL
 FJ1399  ______________________________________________________________________
 FJ1399* NAD 83(1986) POSITION- 35 25 11.94   (N) 097 29 40.66   (W)   HD_HELD1
 FJ1399* NAVD 88 ORTHO HEIGHT -   383.715 (meters)     1258.91  (feet) ADJUSTED
 FJ1399  ______________________________________________________________________
 FJ1399  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 FJ1399  DYNAMIC HEIGHT  -        383.347 (meters)     1257.70  (feet) COMP
 FJ1399  MODELED GRAVITY -    979,662.5   (mgal)                       NAVD 88
 FJ1399
 FJ1399  VERT ORDER      -  FIRST     CLASS II
 FJ1399
 FJ1399.The horizontal coordinates were determined by differentially corrected
 FJ1399.hand held GPS observations or other comparable positioning techniques
 FJ1399.and have an estimated accuracy of +/- 3 meters.
 FJ1399
 FJ1399.The orthometric height was determined by differential leveling and
 FJ1399.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1399.in August 1994.
 FJ1399
 FJ1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1399.GEOID18 height accuracy estimate available here.
 FJ1399
 FJ1399.Click photographs - Photos may exist for this station.
 FJ1399
 FJ1399.The dynamic height is computed by dividing the NAVD 88
 FJ1399.geopotential number by the normal gravity value computed on the
 FJ1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1399.degrees latitude (g = 980.6199 gals.).
 FJ1399
 FJ1399.The modeled gravity was interpolated from observed gravity values.
 FJ1399
 FJ1399;                    North         East    Units  Estimated Accuracy
 FJ1399;SPC OK N     -    46,718.3     645,898.7     MT  (+/- 3 meters HH1 GPS) 
 FJ1399
 FJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3666720659(NAD 83)
 FJ1399
 FJ1399                          SUPERSEDED SURVEY CONTROL
 FJ1399
 FJ1399.No superseded survey control is available for this station.
 FJ1399
 FJ1399_MARKER: F = FLANGE-ENCASED ROD
 FJ1399_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1399+WITH SETTING: INFORMATION.
 FJ1399_STAMPING: K 216 1994
 FJ1399_MARK LOGO: NGS
 FJ1399_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1399+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 FJ1399
 FJ1399  HISTORY     - Date     Condition        Report By
 FJ1399  HISTORY     - 1994     MONUMENTED       NGS
 FJ1399  HISTORY     - 20110623 GOOD             GEOCAC
 FJ1399  HISTORY     - 20220616 GOOD             WHE
 FJ1399
 FJ1399                          STATION DESCRIPTION
 FJ1399
 FJ1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1399'IN OKLAHOMA CITY, AT THE INTERSECTION OF SOUTHEAST 45TH STREET AND
 FJ1399'HIGH AVENUE, A METAL ROD DRIVEN 1.3 METERS AND FLUSH WITH THE
 FJ1399'GROUND, 15.8 M (51.8 FT) NORTH OF THE STREET CENTER, 9.6 M
 FJ1399'(31.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 FJ1399'AVENUE, 2.9 M (9.5 FT) WEST OF A WITNESS POST AND CHAIN-LINK FENCE,
 FJ1399'0.7 M (2.3 FT) NORTH OF A T-JUNCTION UTILITY POLE, AND 0.3 M
 FJ1399'(1.0 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM
 FJ1399'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 FJ1399'AND ANCHORED.
 FJ1399
 FJ1399                          STATION RECOVERY (2011)
 FJ1399
 FJ1399'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ1399'RECOVERED IN GOOD CONDITION.
 FJ1399
 FJ1399                          STATION RECOVERY (2022)
 FJ1399
 FJ1399'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2022 (TC)
 FJ1399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1097 ***********************************************************************
 EM1097  DESIGNATION -  K 217
 EM1097  PID         -  EM1097
 EM1097  STATE/COUNTY-  OK/STEPHENS
 EM1097  COUNTRY     -  US
 EM1097  USGS QUAD   -  NELLIE (2018)
 EM1097
 EM1097                         *CURRENT SURVEY CONTROL
 EM1097  ______________________________________________________________________
 EM1097* NAD 83(1986) POSITION- 34 35 39.     (N) 098 03 18.     (W)   SCALED
 EM1097* NAVD 88 ORTHO HEIGHT -   335.351 (meters)     1100.23  (feet) ADJUSTED
 EM1097  ______________________________________________________________________
 EM1097  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 EM1097  DYNAMIC HEIGHT  -        335.005 (meters)     1099.10  (feet) COMP
 EM1097  MODELED GRAVITY -    979,594.7   (mgal)                       NAVD 88
 EM1097
 EM1097  VERT ORDER      -  FIRST     CLASS II
 EM1097
 EM1097.The horizontal coordinates were scaled from a map and have
 EM1097.an estimated accuracy of +/- 6 seconds.
 EM1097
 EM1097.The orthometric height was determined by differential leveling and
 EM1097.adjusted by the NATIONAL GEODETIC SURVEY
 EM1097.in August 1994.
 EM1097
 EM1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1097.GEOID18 height accuracy estimate available here.
 EM1097
 EM1097.Click photographs - Photos may exist for this station.
 EM1097
 EM1097.The dynamic height is computed by dividing the NAVD 88
 EM1097.geopotential number by the normal gravity value computed on the
 EM1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM1097.degrees latitude (g = 980.6199 gals.).
 EM1097
 EM1097.The modeled gravity was interpolated from observed gravity values.
 EM1097
 EM1097;                    North         East    Units  Estimated Accuracy
 EM1097;SPC OK S     -   139,860.      594,960.      MT  (+/- 180 meters Scaled)
 EM1097
 EM1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND866284(NAD 83)
 EM1097
 EM1097                          SUPERSEDED SURVEY CONTROL
 EM1097
 EM1097.No superseded survey control is available for this station.
 EM1097
 EM1097_MARKER: I = METAL ROD
 EM1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM1097_STAMPING: K 217 1994
 EM1097_MARK LOGO: NGS
 EM1097_PROJECTION: FLUSH
 EM1097_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1097+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EM1097_ROD/PIPE-DEPTH: 4.2 meters
 EM1097
 EM1097  HISTORY     - Date     Condition        Report By
 EM1097  HISTORY     - 1994     MONUMENTED       NGS
 EM1097
 EM1097                          STATION DESCRIPTION
 EM1097
 EM1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EM1097'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EM1097'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EM1097'HIGHWAY 81, THENCE 8.0 KM (4.95 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EM1097'19.8 M (65.0 FT) SOUTH OF THE HIGHWAY CENTERLINE (WILL BE THE
 EM1097'EASTBOUND LANES WHEN CONSTRUCTION IS COMPLETED), 17.3 M (56.8 FT)
 EM1097'WEST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH, 12.7 M
 EM1097'(41.7 FT) WEST OF A FENCE CORNER, 3.2 M (10.5 FT) EAST OF UTILITY
 EM1097'POLE NUMBER 18 28 WITH A GUY CABLE, 1.6 M (5.2 FT) BELOW THE LEVEL OF
 EM1097'THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 EM1097'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1369 ***********************************************************************
 FJ1369  DESIGNATION -  K 218
 FJ1369  PID         -  FJ1369
 FJ1369  STATE/COUNTY-  OK/OKLAHOMA
 FJ1369  COUNTRY     -  US
 FJ1369  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1369
 FJ1369                         *CURRENT SURVEY CONTROL
 FJ1369  ______________________________________________________________________
 FJ1369* NAD 83(2011) POSITION- 35 24 18.88906(N) 097 37 06.44595(W)   ADJUSTED
 FJ1369* NAD 83(2011) ELLIP HT-   361.335 (meters)        (06/27/12)   ADJUSTED
 FJ1369* NAD 83(2011) EPOCH   -  2010.00
 FJ1369* NAVD 88 ORTHO HEIGHT -   388.218 (meters)     1273.68  (feet) ADJUSTED
 FJ1369  ______________________________________________________________________
 FJ1369  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 FJ1369  NAD 83(2011) X  -   -690,030.419 (meters)                     COMP
 FJ1369  NAD 83(2011) Y  - -5,158,860.019 (meters)                     COMP
 FJ1369  NAD 83(2011) Z  -  3,674,813.688 (meters)                     COMP
 FJ1369  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 FJ1369  DYNAMIC HEIGHT  -        387.842 (meters)     1272.45  (feet) COMP
 FJ1369  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 FJ1369
 FJ1369  VERT ORDER      -  FIRST     CLASS II
 FJ1369
 FJ1369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1369  Standards:
 FJ1369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1369  -------------------------------------------------------------------
 FJ1369  NETWORK    1.36   2.08           0.62   0.47   1.06      0.03565975
 FJ1369  -------------------------------------------------------------------
 FJ1369  Click here for local accuracies and other accuracy information.
 FJ1369
 FJ1369.The horizontal coordinates were established by GPS observations
 FJ1369.and adjusted by the National Geodetic Survey in June 2012.
 FJ1369
 FJ1369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1369.been affixed to the stable North American tectonic plate. See 
 FJ1369.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1369
 FJ1369.The horizontal coordinates are valid at the epoch date displayed above
 FJ1369.which is a decimal equivalence of Year/Month/Day.
 FJ1369
 FJ1369.The orthometric height was determined by differential leveling and
 FJ1369.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1369.in August 1994.
 FJ1369
 FJ1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1369.GEOID18 height accuracy estimate available here.
 FJ1369
 FJ1369.Click photographs - Photos may exist for this station.
 FJ1369
 FJ1369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1369
 FJ1369.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1369
 FJ1369.The ellipsoidal height was determined by GPS observations
 FJ1369.and is referenced to NAD 83.
 FJ1369
 FJ1369.The dynamic height is computed by dividing the NAVD 88
 FJ1369.geopotential number by the normal gravity value computed on the
 FJ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1369.degrees latitude (g = 980.6199 gals.).
 FJ1369
 FJ1369.The modeled gravity was interpolated from observed gravity values.
 FJ1369
 FJ1369. The following values were computed from the NAD 83(2011) position.
 FJ1369
 FJ1369;                    North         East     Units Scale Factor Converg.
 FJ1369;SPC OK N     -    45,031.898   634,658.813   MT  1.00003322   +0 13 30.6
 FJ1369;SPC OK N     -   147,742.15  2,082,209.79   sFT  1.00003322   +0 13 30.6
 FJ1369;UTM  14      - 3,918,861.248   625,447.401   MT  0.99979393   +0 48 01.8
 FJ1369
 FJ1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1369!SPC OK N     -   0.99994329  x   1.00003322  =   0.99997651
 FJ1369!UTM  14      -   0.99994329  x   0.99979393  =   0.99973723
 FJ1369
 FJ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2544718861(NAD 83)
 FJ1369
 FJ1369                          SUPERSEDED SURVEY CONTROL
 FJ1369
 FJ1369  NAD 83(2007)-  35 24 18.88908(N)    097 37 06.44652(W) AD(2002.00) 0
 FJ1369  ELLIP H (02/10/07)  361.348  (m)                       GP(2002.00)    
 FJ1369  ELLIP H (03/06/01)  361.351  (m)                       GP(       ) 4 1
 FJ1369  ELLIP H (08/21/98)  361.387  (m)                       GP(       ) 4 1
 FJ1369  NAD 83(1993)-  35 24 18.88868(N)    097 37 06.44663(W) AD(       ) A
 FJ1369  ELLIP H (05/12/95)  361.476  (m)                       GP(       ) 1 1
 FJ1369  NAVD 88             388.22   (m)         1273.7    (f) LEVELING    3  
 FJ1369
 FJ1369.Superseded values are not recommended for survey control.
 FJ1369
 FJ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1369.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1369
 FJ1369_MARKER: I = METAL ROD
 FJ1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1369_STAMPING: K 218 1994
 FJ1369_MARK LOGO: NGS
 FJ1369_PROJECTION: PROJECTING 1 CENTIMETERS
 FJ1369_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1369+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 FJ1369_ROD/PIPE-DEPTH: 4.2 meters
 FJ1369
 FJ1369  HISTORY     - Date     Condition        Report By
 FJ1369  HISTORY     - 1994     MONUMENTED       NGS
 FJ1369  HISTORY     - 19950301 GOOD             NGS
 FJ1369  HISTORY     - 20010516 GOOD             MSAM
 FJ1369  HISTORY     - 20061016 GOOD             AIRDAT
 FJ1369  HISTORY     - 20070327 GOOD             INDIV
 FJ1369
 FJ1369                          STATION DESCRIPTION
 FJ1369
 FJ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1369'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1369'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 6.6 KM (4.10 MI) SOUTHERLY
 FJ1369'ALONG MACARTHUR BOULEVARD, 102.0 M (334.6 FT) SOUTH OF THE EXTENDED
 FJ1369'CENTER OF SOUTHWEST 59TH STREET, 18.2 M (59.7 FT) EAST OF THE
 FJ1369'BOULEVARD CENTER, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF WILL ROGERS
 FJ1369'AIRPORT GATE 31, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND
 FJ1369'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD. NOTE--ACCESS TO THE
 FJ1369'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 FJ1369'REFUSAL AND ANCHORED.
 FJ1369
 FJ1369                          STATION RECOVERY (1995)
 FJ1369
 FJ1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAS)
 FJ1369'RECOVERED AS DESCRIBED.
 FJ1369
 FJ1369                          STATION RECOVERY (2001)
 FJ1369
 FJ1369'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FJ1369'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 FJ1369'RECOVERED AS DESCRIBED.
 FJ1369
 FJ1369                          STATION RECOVERY (2006)
 FJ1369
 FJ1369'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ1369'RECOVERED AS DESCRIBED. INSIDE WILL ROGERS AIRPORT PROPERTY, CLEARANCE
 FJ1369'IS REQUIRED.
 FJ1369
 FJ1369                          STATION RECOVERY (2007)
 FJ1369
 FJ1369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BGS)
 FJ1369'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1270 ***********************************************************************
 FH1270  DESIGNATION -  K 219
 FH1270  PID         -  FH1270
 FH1270  STATE/COUNTY-  OK/TULSA
 FH1270  COUNTRY     -  US
 FH1270  USGS QUAD   -  BIXBY (2018)
 FH1270
 FH1270                         *CURRENT SURVEY CONTROL
 FH1270  ______________________________________________________________________
 FH1270* NAD 83(2011) POSITION- 35 54 55.49446(N) 095 53 11.32787(W)   ADJUSTED
 FH1270* NAD 83(2011) ELLIP HT-   153.432 (meters)        (12/08/22)   ADJUSTED
 FH1270* NAD 83(2011) EPOCH   -  2010.00
 FH1270* NAVD 88 ORTHO HEIGHT -   182.533 (meters)      598.86  (feet) ADJUSTED
 FH1270  ______________________________________________________________________
 FH1270  GEOID HEIGHT    -        -29.082 (meters)                     GEOID18
 FH1270  NAD 83(2011) X  -   -530,391.484 (meters)                     COMP
 FH1270  NAD 83(2011) Y  - -5,144,364.233 (meters)                     COMP
 FH1270  NAD 83(2011) Z  -  3,720,684.671 (meters)                     COMP
 FH1270  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 FH1270  DYNAMIC HEIGHT  -        182.369 (meters)      598.32  (feet) COMP
 FH1270  MODELED GRAVITY -    979,735.3   (mgal)                       NAVD 88
 FH1270
 FH1270  VERT ORDER      -  FIRST     CLASS II
 FH1270
 FH1270  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1270  Standards:
 FH1270         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1270            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1270  -------------------------------------------------------------------
 FH1270  NETWORK    0.74   1.29           0.33   0.27   0.66      0.08176861
 FH1270  -------------------------------------------------------------------
 FH1270  Click here for local accuracies and other accuracy information.
 FH1270
 FH1270.The horizontal coordinates were established by GPS observations
 FH1270.and adjusted by the OK DEPT OF TRANSP in December 2022.
 FH1270
 FH1270.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1270.been affixed to the stable North American tectonic plate. See 
 FH1270.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1270
 FH1270.The horizontal coordinates are valid at the epoch date displayed above
 FH1270.which is a decimal equivalence of Year/Month/Day.
 FH1270
 FH1270.The orthometric height was determined by differential leveling and
 FH1270.adjusted by the NATIONAL GEODETIC SURVEY
 FH1270.in August 1994.
 FH1270
 FH1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1270.GEOID18 height accuracy estimate available here.
 FH1270
 FH1270.Click photographs - Photos may exist for this station.
 FH1270
 FH1270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1270
 FH1270.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1270
 FH1270.The ellipsoidal height was determined by GPS observations
 FH1270.and is referenced to NAD 83.
 FH1270
 FH1270.The dynamic height is computed by dividing the NAVD 88
 FH1270.geopotential number by the normal gravity value computed on the
 FH1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1270.degrees latitude (g = 980.6199 gals.).
 FH1270
 FH1270.The modeled gravity was interpolated from observed gravity values.
 FH1270
 FH1270. The following values were computed from the NAD 83(2011) position.
 FH1270
 FH1270;                    North         East     Units Scale Factor Converg.
 FH1270;SPC OK N     -   103,643.882   790,742.404   MT  0.99995503   +1 14 50.2
 FH1270;SPC OK N     -   340,038.30  2,594,294.04   sFT  0.99995503   +1 14 50.2
 FH1270;UTM  15      - 3,978,417.278   239,536.254   MT  1.00043603   -1 41 38.9
 FH1270
 FH1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1270!SPC OK N     -   0.99997592  x   0.99995503  =   0.99993095
 FH1270!UTM  15      -   0.99997592  x   1.00043603  =   1.00041194
 FH1270
 FH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3953678417(NAD 83)
 FH1270
 FH1270                          SUPERSEDED SURVEY CONTROL
 FH1270
 FH1270.No superseded survey control is available for this station.
 FH1270
 FH1270_MARKER: I = METAL ROD
 FH1270_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1270_STAMPING: K 219 1994
 FH1270_MARK LOGO: NGS
 FH1270_PROJECTION: FLUSH
 FH1270_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1270+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FH1270_ROD/PIPE-DEPTH: 6.0 meters
 FH1270_SLEEVE-DEPTH  : 0.9 meters
 FH1270
 FH1270  HISTORY     - Date     Condition        Report By
 FH1270  HISTORY     - 1994     MONUMENTED       NGS
 FH1270  HISTORY     - 20100618 GOOD             AIRDAT
 FH1270  HISTORY     - 20220510 GOOD             OKDOT
 FH1270  HISTORY     - 20221010 GOOD             OKDOT
 FH1270
 FH1270                          STATION DESCRIPTION
 FH1270
 FH1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1270'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1270'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1270'SOUTH, 27.5 M (90.2 FT) NORTH OF A UTILITY POLE AND UNDERGROUND CABLE
 FH1270'JUNCTION BOX NUMBER C8LB3, 26.5 M (86.9 FT) SOUTH OF THE STREET
 FH1270'CENTERLINE, 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF MEMORIAL
 FH1270'STREET, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET, AND 0.3 M
 FH1270'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 FH1270'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 FH1270'THE SPECIFICATIONS FOR A CLASS A MARK.
 FH1270
 FH1270                          STATION RECOVERY (2010)
 FH1270
 FH1270'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 FH1270'RECOVERED IN GOOD CONDITION.
 FH1270
 FH1270                          STATION RECOVERY (2022)
 FH1270
 FH1270'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH1270'RECOVERED IN GOOD CONDITION.
 FH1270
 FH1270                          STATION RECOVERY (2022)
 FH1270
 FH1270'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH1270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1058 ***********************************************************************
 GH1058  DESIGNATION -  K 220
 GH1058  PID         -  GH1058
 GH1058  STATE/COUNTY-  OK/CREEK
 GH1058  COUNTRY     -  US
 GH1058  USGS QUAD   -  SAPULPA NORTH (2018)
 GH1058
 GH1058                         *CURRENT SURVEY CONTROL
 GH1058  ______________________________________________________________________
 GH1058* NAD 83(1986) POSITION- 36 01 24.     (N) 096 05 37.     (W)   SCALED
 GH1058* NAVD 88 ORTHO HEIGHT -   203.156 (meters)      666.52  (feet) ADJUSTED
 GH1058  ______________________________________________________________________
 GH1058  GEOID HEIGHT    -        -28.740 (meters)                     GEOID18
 GH1058  DYNAMIC HEIGHT  -        202.978 (meters)      665.94  (feet) COMP
 GH1058  MODELED GRAVITY -    979,751.1   (mgal)                       NAVD 88
 GH1058
 GH1058  VERT ORDER      -  FIRST     CLASS II
 GH1058
 GH1058.The horizontal coordinates were scaled from a map and have
 GH1058.an estimated accuracy of +/- 6 seconds.
 GH1058
 GH1058.The orthometric height was determined by differential leveling and
 GH1058.adjusted by the NATIONAL GEODETIC SURVEY
 GH1058.in August 1994.
 GH1058
 GH1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1058.GEOID18 height accuracy estimate available here.
 GH1058
 GH1058.Click photographs - Photos may exist for this station.
 GH1058
 GH1058.The dynamic height is computed by dividing the NAVD 88
 GH1058.geopotential number by the normal gravity value computed on the
 GH1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH1058.degrees latitude (g = 980.6199 gals.).
 GH1058
 GH1058.The modeled gravity was interpolated from observed gravity values.
 GH1058
 GH1058;                    North         East    Units  Estimated Accuracy
 GH1058;SPC OK N     -   115,230.      771,820.      MT  (+/- 180 meters Scaled)
 GH1058
 GH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE619904(NAD 83)
 GH1058
 GH1058                          SUPERSEDED SURVEY CONTROL
 GH1058
 GH1058.No superseded survey control is available for this station.
 GH1058
 GH1058_MARKER: DV = VERTICAL CONTROL DISK
 GH1058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH1058_SP_SET: OVERPASS ABUTMENT
 GH1058_STAMPING: K 220 1994
 GH1058_MARK LOGO: NGS
 GH1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH1058+SATELLITE: SATELLITE OBSERVATIONS - 1994
 GH1058
 GH1058  HISTORY     - Date     Condition        Report By
 GH1058  HISTORY     - 1994     MONUMENTED       NGS
 GH1058
 GH1058                          STATION DESCRIPTION
 GH1058
 GH1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GH1058'4.8 KM (3.00 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM THE
 GH1058'JUNCTION OF U.S. HIGHWAY 75 ALTERNATE AND STATE HIGHWAY 97 IN
 GH1058'SAPULPA, NEAR THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 GH1058'INTERSTATE HIGHWAY 44 OVERPASS OF WEST 96TH STREET, 40.4 M
 GH1058'(132.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 GH1058'HIGHWAY, 4.7 M (15.4 FT) NORTH OF THE CENTER OF THE STREET, 0.7 M
 GH1058'(2.3 FT) WEST OF THE EAST END OF THE NORTH WALL OF THE UNDERPASS, 0.2
 GH1058'M (0.7 FT) BELOW THE LEVEL OF THE STREET, AND 0.1 M (0.3 FT) SOUTH OF
 GH1058'THE SOUTH FACE OF THE NORTH WALL OF THE UNDERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9209 ***********************************************************************
 AC9209  DESIGNATION -  K 221
 AC9209  PID         -  AC9209
 AC9209  STATE/COUNTY-  OK/KAY
 AC9209  COUNTRY     -  US
 AC9209  USGS QUAD   -  NARDIN (2018)
 AC9209
 AC9209                         *CURRENT SURVEY CONTROL
 AC9209  ______________________________________________________________________
 AC9209* NAD 83(1986) POSITION- 36 47 46.     (N) 097 27 36.     (W)   SCALED
 AC9209* NAVD 88 ORTHO HEIGHT -   326.200 (meters)     1070.21  (feet) ADJUSTED
 AC9209  ______________________________________________________________________
 AC9209  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 AC9209  DYNAMIC HEIGHT  -        325.923 (meters)     1069.30  (feet) COMP
 AC9209  MODELED GRAVITY -    979,775.7   (mgal)                       NAVD 88
 AC9209
 AC9209  VERT ORDER      -  SECOND    CLASS I
 AC9209
 AC9209.The horizontal coordinates were scaled from a map and have
 AC9209.an estimated accuracy of +/- 6 seconds.
 AC9209
 AC9209.The orthometric height was determined by differential leveling and
 AC9209.adjusted by the NATIONAL GEODETIC SURVEY
 AC9209.in July 2002.
 AC9209
 AC9209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9209.GEOID18 height accuracy estimate available here.
 AC9209
 AC9209.Click photographs - Photos may exist for this station.
 AC9209
 AC9209.The dynamic height is computed by dividing the NAVD 88
 AC9209.geopotential number by the normal gravity value computed on the
 AC9209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9209.degrees latitude (g = 980.6199 gals.).
 AC9209
 AC9209.The modeled gravity was interpolated from observed gravity values.
 AC9209
 AC9209;                    North         East    Units  Estimated Accuracy
 AC9209;SPC OK N     -   199,430.      648,190.      MT  (+/- 180 meters Scaled)
 AC9209
 AC9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF373733(NAD 83)
 AC9209
 AC9209                          SUPERSEDED SURVEY CONTROL
 AC9209
 AC9209.No superseded survey control is available for this station.
 AC9209
 AC9209_MARKER: I = METAL ROD
 AC9209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9209_STAMPING: K 221 1997
 AC9209_MARK LOGO: NGS
 AC9209_PROJECTION: FLUSH
 AC9209_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9209+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9209_ROD/PIPE-DEPTH: 7.8 meters
 AC9209_SLEEVE-DEPTH  : 0.9 meters
 AC9209
 AC9209  HISTORY     - Date     Condition        Report By
 AC9209  HISTORY     - 1997     MONUMENTED       NGS
 AC9209
 AC9209                          STATION DESCRIPTION
 AC9209
 AC9209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9209'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AC9209'NARDIN, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AC9209'ROAD, THENCE 1.3 KM (0.80 MI) WESTERLY ALONG A GRAVELED ROAD, 9.5 M
 AC9209'(31.2 FT) EAST OF THE CENTER OF THE ENTRANCE INTO THE MOUNT OLIVE
 AC9209'CEMETERY, 8.4 M (27.6 FT) SOUTH OF THE ROAD CENTER, 0.6 M (2.0 FT)
 AC9209'NORTH OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL
 AC9209'OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC9209'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AC9209'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0316 ***********************************************************************
 GL0316  DESIGNATION -  K 23
 GL0316  PID         -  GL0316
 GL0316  STATE/COUNTY-  OK/CIMARRON
 GL0316  COUNTRY     -  US
 GL0316  USGS QUAD   -  BOISE CITY (2018)
 GL0316
 GL0316                         *CURRENT SURVEY CONTROL
 GL0316  ______________________________________________________________________
 GL0316* NAD 83(1986) POSITION- 36 42 41.     (N) 102 33 14.     (W)   SCALED
 GL0316* NAVD 88 ORTHO HEIGHT -  1284.347 (meters)     4213.73  (feet) ADJUSTED
 GL0316  ______________________________________________________________________
 GL0316  GEOID HEIGHT    -        -23.672 (meters)                     GEOID18
 GL0316  DYNAMIC HEIGHT  -       1282.933 (meters)     4209.09  (feet) COMP
 GL0316  MODELED GRAVITY -    979,485.9   (mgal)                       NAVD 88
 GL0316
 GL0316  VERT ORDER      -  FIRST     CLASS II
 GL0316
 GL0316.The horizontal coordinates were scaled from a map and have
 GL0316.an estimated accuracy of +/- 6 seconds.
 GL0316
 GL0316.The orthometric height was determined by differential leveling and
 GL0316.adjusted by the NATIONAL GEODETIC SURVEY
 GL0316.in June 1991.
 GL0316
 GL0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0316.GEOID18 height accuracy estimate available here.
 GL0316
 GL0316.Click photographs - Photos may exist for this station.
 GL0316
 GL0316.The dynamic height is computed by dividing the NAVD 88
 GL0316.geopotential number by the normal gravity value computed on the
 GL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0316.degrees latitude (g = 980.6199 gals.).
 GL0316
 GL0316.The modeled gravity was interpolated from observed gravity values.
 GL0316
 GL0316;                    North         East    Units  Estimated Accuracy
 GL0316;SPC OK N     -   199,430.      193,280.      MT  (+/- 180 meters Scaled)
 GL0316
 GL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA184656(NAD 83)
 GL0316
 GL0316                          SUPERSEDED SURVEY CONTROL
 GL0316
 GL0316.No superseded survey control is available for this station.
 GL0316
 GL0316_MARKER: DB = BENCH MARK DISK
 GL0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0316_STAMPING: K 23 1933
 GL0316_MARK LOGO: CGS
 GL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0316+STABILITY: SURFACE MOTION
 GL0316
 GL0316  HISTORY     - Date     Condition        Report By
 GL0316  HISTORY     - 1933     MONUMENTED       CGS
 GL0316  HISTORY     - 1934     GOOD             CGS
 GL0316  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0316
 GL0316                          STATION DESCRIPTION
 GL0316
 GL0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0316'3.5 MI SW FROM BOISE CITY.
 GL0316'3.5 MILES S.W. BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0316'HIGHWAY NO. 38 40 FT. WEST OF THE CENTER LINE OF THE HIGHWAY.  17 FT.
 GL0316'NORTH OF THE CENTER OF FARM ROAD WEST, ENTRANCE TO THE FRANK SOUATAR
 GL0316'FARM.
 GL0316
 GL0316                          STATION RECOVERY (1966)
 GL0316
 GL0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0287 ***********************************************************************
 FK0287  DESIGNATION -  K 25
 FK0287  PID         -  FK0287
 FK0287  STATE/COUNTY-  OK/CUSTER
 FK0287  COUNTRY     -  US
 FK0287  USGS QUAD   -  MCCLURE (2018)
 FK0287
 FK0287                         *CURRENT SURVEY CONTROL
 FK0287  ______________________________________________________________________
 FK0287* NAD 83(1986) POSITION- 35 44 22.     (N) 099 21 16.     (W)   SCALED
 FK0287* NAVD 88 ORTHO HEIGHT -   533.464 (meters)     1750.21  (feet) ADJUSTED
 FK0287  ______________________________________________________________________
 FK0287  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 FK0287  DYNAMIC HEIGHT  -        532.916 (meters)     1748.41  (feet) COMP
 FK0287  MODELED GRAVITY -    979,588.9   (mgal)                       NAVD 88
 FK0287
 FK0287  VERT ORDER      -  SECOND    CLASS 0
 FK0287
 FK0287.The horizontal coordinates were scaled from a map and have
 FK0287.an estimated accuracy of +/- 6 seconds.
 FK0287
 FK0287.The orthometric height was determined by differential leveling and
 FK0287.adjusted by the NATIONAL GEODETIC SURVEY
 FK0287.in June 1991.
 FK0287
 FK0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0287.GEOID18 height accuracy estimate available here.
 FK0287
 FK0287.Click photographs - Photos may exist for this station.
 FK0287
 FK0287.The dynamic height is computed by dividing the NAVD 88
 FK0287.geopotential number by the normal gravity value computed on the
 FK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0287.degrees latitude (g = 980.6199 gals.).
 FK0287
 FK0287.The modeled gravity was interpolated from observed gravity values.
 FK0287
 FK0287;                    North         East    Units  Estimated Accuracy
 FK0287;SPC OK N     -    82,900.      477,490.      MT  (+/- 180 meters Scaled)
 FK0287
 FK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME679551(NAD 83)
 FK0287
 FK0287                          SUPERSEDED SURVEY CONTROL
 FK0287
 FK0287  NGVD 29 (??/??/92)  533.204  (m)         1749.35   (f) ADJ UNCH    2 0
 FK0287
 FK0287.Superseded values are not recommended for survey control.
 FK0287
 FK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0287.See file dsdata.pdf to determine how the superseded data were derived.
 FK0287
 FK0287_MARKER: DB = BENCH MARK DISK
 FK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0287_STAMPING: K 25 1934
 FK0287_MARK LOGO: CGS
 FK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0287+STABILITY: SURFACE MOTION
 FK0287
 FK0287  HISTORY     - Date     Condition        Report By
 FK0287  HISTORY     - 1934     MONUMENTED       CGS
 FK0287  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0287
 FK0287                          STATION DESCRIPTION
 FK0287
 FK0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0287'AT MOOREWOOD, CUSTER COUNTY, 57 FEET SOUTHWEST OF THE SOUTHWEST
 FK0287'CORNER OF THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 0.2 MILE
 FK0287'NORTHWEST OF MILEPOST 162, 105 FEET SOUTHWEST OF THE SOUTHWEST
 FK0287'RAIL OF THE MAIN TRACK, AND AT THE RAILROAD PROPERTY LINE.
 FK0287'A STANDARD DISK, STAMPED K 25 1934 AND SET IN THE TOP OF A
 FK0287'CONCRETE POST.
 FK0287
 FK0287                          STATION RECOVERY (1986)
 FK0287
 FK0287'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0262 ***********************************************************************
 EM0262  DESIGNATION -  K 27
 EM0262  PID         -  EM0262
 EM0262  STATE/COUNTY-  OK/JACKSON
 EM0262  COUNTRY     -  US
 EM0262  USGS QUAD   -  ALTUS (2018)
 EM0262
 EM0262                         *CURRENT SURVEY CONTROL
 EM0262  ______________________________________________________________________
 EM0262* NAD 83(1986) POSITION- 34 38 41.     (N) 099 20 42.     (W)   SCALED
 EM0262* NAVD 88 ORTHO HEIGHT -   425.333 (meters)     1395.45  (feet) ADJUSTED
 EM0262  ______________________________________________________________________
 EM0262  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 EM0262  DYNAMIC HEIGHT  -        424.879 (meters)     1393.96  (feet) COMP
 EM0262  MODELED GRAVITY -    979,555.2   (mgal)                       NAVD 88
 EM0262
 EM0262  VERT ORDER      -  SECOND    CLASS 0
 EM0262
 EM0262.The horizontal coordinates were scaled from a map and have
 EM0262.an estimated accuracy of +/- 6 seconds.
 EM0262
 EM0262.The orthometric height was determined by differential leveling and
 EM0262.adjusted by the NATIONAL GEODETIC SURVEY
 EM0262.in June 1991.
 EM0262
 EM0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0262.GEOID18 height accuracy estimate available here.
 EM0262
 EM0262.Click photographs - Photos may exist for this station.
 EM0262
 EM0262.The dynamic height is computed by dividing the NAVD 88
 EM0262.geopotential number by the normal gravity value computed on the
 EM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0262.degrees latitude (g = 980.6199 gals.).
 EM0262
 EM0262.The modeled gravity was interpolated from observed gravity values.
 EM0262
 EM0262;                    North         East    Units  Estimated Accuracy
 EM0262;SPC OK S     -   146,290.      476,700.      MT  (+/- 180 meters Scaled)
 EM0262
 EM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD683336(NAD 83)
 EM0262
 EM0262                          SUPERSEDED SURVEY CONTROL
 EM0262
 EM0262  NGVD 29 (??/??/92)  425.140  (m)         1394.81   (f) ADJ UNCH    2 0
 EM0262
 EM0262.Superseded values are not recommended for survey control.
 EM0262
 EM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0262.See file dsdata.pdf to determine how the superseded data were derived.
 EM0262
 EM0262_MARKER: DB = BENCH MARK DISK
 EM0262_STAMPING: K 27 1934 25 F 1 TT 1936
 EM0262_MARK LOGO: CGS
 EM0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0262
 EM0262  HISTORY     - Date     Condition        Report By
 EM0262  HISTORY     - 1934     MONUMENTED       CGS
 EM0262  HISTORY     - 1963     GOOD             CGS
 EM0262
 EM0262                          STATION DESCRIPTION
 EM0262
 EM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0262'1.4 MI NW FROM ALTUS.
 EM0262'TO REACH FROM THE SOUTHEAST CORNER OF SQUARE IN ALTUS, GO WEST ON US
 EM0262'HIGHWAY 62 FOR 0.65 MILE CROSSING THE ATCHISON TOPEKA AND SANTA FE
 EM0262'RAILWAY TRACK, THENCE TURN RIGHT AND GO NORTH 0.25 MILE TO THE NORTH
 EM0262'END OF THE STEEL STAND-PIPE GRAIN ELEVATORS OF THE STANDARD MILLING
 EM0262'CO., CONTINUE NORTH FOR 0.1 MILE TO R R MILE POST 77 OR 467, CONTINUE
 EM0262'NORTH FOR 0.1 MILE TO THE BENCH MARK ON THE LEFT, WEST.  NOTE-- THE
 EM0262'BENCH MARK IS 64 FEET SOUTH-SSOUTHEAST OF TELEPHONE POLE NO. 5667-1 OR
 EM0262'THE 7TH POLE N OF MILE POST 77, 31.5 FEET NORTH-NORTHEAST OF 4TH POLE
 EM0262'NORTH OF MILE POST 467 AND 16.5 FEET SOUTHWEST OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0152 ***********************************************************************
 FK0152  DESIGNATION -  K 28
 FK0152  PID         -  FK0152
 FK0152  STATE/COUNTY-  OK/WASHITA
 FK0152  COUNTRY     -  US
 FK0152  USGS QUAD   -  CORDELL (2018)
 FK0152
 FK0152                         *CURRENT SURVEY CONTROL
 FK0152  ______________________________________________________________________
 FK0152* NAD 83(1986) POSITION- 35 17 27.     (N) 098 59 22.     (W)   SCALED
 FK0152* NAVD 88 ORTHO HEIGHT -   468.553 (meters)     1537.24  (feet) ADJUSTED
 FK0152  ______________________________________________________________________
 FK0152  GEOID HEIGHT    -        -26.833 (meters)                     GEOID18
 FK0152  DYNAMIC HEIGHT  -        468.079 (meters)     1535.69  (feet) COMP
 FK0152  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 FK0152
 FK0152  VERT ORDER      -  SECOND    CLASS 0
 FK0152
 FK0152.The horizontal coordinates were scaled from a map and have
 FK0152.an estimated accuracy of +/- 6 seconds.
 FK0152
 FK0152.The orthometric height was determined by differential leveling and
 FK0152.adjusted by the NATIONAL GEODETIC SURVEY
 FK0152.in June 1991.
 FK0152
 FK0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0152.GEOID18 height accuracy estimate available here.
 FK0152
 FK0152.Click photographs - Photos may exist for this station.
 FK0152
 FK0152.The dynamic height is computed by dividing the NAVD 88
 FK0152.geopotential number by the normal gravity value computed on the
 FK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0152.degrees latitude (g = 980.6199 gals.).
 FK0152
 FK0152.The modeled gravity was interpolated from observed gravity values.
 FK0152
 FK0152;                    North         East    Units  Estimated Accuracy
 FK0152;SPC OK S     -   217,580.      510,000.      MT  (+/- 180 meters Scaled)
 FK0152
 FK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE009052(NAD 83)
 FK0152
 FK0152                          SUPERSEDED SURVEY CONTROL
 FK0152
 FK0152  NGVD 29 (??/??/92)  468.345  (m)         1536.56   (f) ADJ UNCH    2 0
 FK0152
 FK0152.Superseded values are not recommended for survey control.
 FK0152
 FK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0152.See file dsdata.pdf to determine how the superseded data were derived.
 FK0152
 FK0152_MARKER: DB = BENCH MARK DISK
 FK0152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0152_SP_SET: CURB
 FK0152_STAMPING: K 28 1934
 FK0152_MARK LOGO: CGS
 FK0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0152
 FK0152  HISTORY     - Date     Condition        Report By
 FK0152  HISTORY     - 1934     MONUMENTED       CGS
 FK0152  HISTORY     - 1937     GOOD             CGS
 FK0152
 FK0152                          STATION DESCRIPTION
 FK0152
 FK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0152'AT CORDELL.
 FK0152'AT CORDELL, 50 FEET SOUTH OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FK0152'STATION, 8 FEET EAST OF THE TRACK, 6 FEET NORTH OF A WOOD STAVE
 FK0152'WATER TANK, AND IN THE TOP OF THE CONCRETE CURB AROUND A PLATFORM,
 FK0152'NEARLY LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 FK0152'K 28 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0216 ***********************************************************************
 EM0216  DESIGNATION -  K 29
 EM0216  PID         -  EM0216
 EM0216  STATE/COUNTY-  OK/KIOWA
 EM0216  COUNTRY     -  US
 EM0216  USGS QUAD   -  ROOSEVELT (2018)
 EM0216
 EM0216                         *CURRENT SURVEY CONTROL
 EM0216  ______________________________________________________________________
 EM0216* NAD 83(1993) POSITION- 34 50 56.08366(N) 099 01 31.18005(W)   ADJUSTED
 EM0216* NAD 83(1993) ELLIP HT-   420.234 (meters)        (11/28/94)   ADJUSTED
 EM0216* NAVD 88 ORTHO HEIGHT -   446.389 (meters)     1464.53  (feet) ADJUSTED
 EM0216  ______________________________________________________________________
 EM0216  GEOID HEIGHT    -        -25.540 (meters)                     GEOID18
 EM0216  NAD 83(1993) X  -   -822,062.029 (meters)                     COMP
 EM0216  NAD 83(1993) Y  - -5,175,487.124 (meters)                     COMP
 EM0216  NAD 83(1993) Z  -  3,624,364.106 (meters)                     COMP
 EM0216  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 EM0216  DYNAMIC HEIGHT  -        445.949 (meters)     1463.08  (feet) COMP
 EM0216  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 EM0216
 EM0216  HORZ ORDER      -  SECOND
 EM0216  VERT ORDER      -  SECOND    CLASS 0
 EM0216  ELLP ORDER      -  FIFTH     CLASS I
 EM0216
 EM0216.The horizontal coordinates were established by GPS observations
 EM0216.and adjusted by the National Geodetic Survey in November 1994.
 EM0216
 EM0216.The orthometric height was determined by differential leveling and
 EM0216.adjusted by the NATIONAL GEODETIC SURVEY
 EM0216.in June 1991.
 EM0216
 EM0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0216.GEOID18 height accuracy estimate available here.
 EM0216
 EM0216.Click photographs - Photos may exist for this station.
 EM0216
 EM0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0216
 EM0216.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0216
 EM0216.The ellipsoidal height was determined by GPS observations
 EM0216.and is referenced to NAD 83.
 EM0216
 EM0216.The dynamic height is computed by dividing the NAVD 88
 EM0216.geopotential number by the normal gravity value computed on the
 EM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0216.degrees latitude (g = 980.6199 gals.).
 EM0216
 EM0216.The modeled gravity was interpolated from observed gravity values.
 EM0216
 EM0216. The following values were computed from the NAD 83(1993) position.
 EM0216
 EM0216;                    North         East     Units Scale Factor Converg.
 EM0216;SPC OK S     -   168,590.639   506,234.602   MT  0.99994658   -0 34 55.2
 EM0216;SPC OK S     -   553,117.79  1,660,871.36   sFT  0.99994658   -0 34 55.2
 EM0216;UTM  14      - 3,856,288.495   497,684.557   MT  0.99960007   -0 00 52.1
 EM0216
 EM0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0216!SPC OK S     -   0.99993404  x   0.99994658  =   0.99988062
 EM0216!UTM  14      -   0.99993404  x   0.99960007  =   0.99953414
 EM0216
 EM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9768456288(NAD 83)
 EM0216
 EM0216                          SUPERSEDED SURVEY CONTROL
 EM0216
 EM0216  NAD 83(1986)-  34 50 56.09028(N)    099 01 31.17125(W) AD(       ) 2
 EM0216  NGVD 29 (??/??/92)  446.236  (m)         1464.03   (f) ADJ UNCH    2 0
 EM0216  NGVD 29 (11/30/89)  446.     (m)  RAPSU86  model used  GPS OBS        
 EM0216
 EM0216.Superseded values are not recommended for survey control.
 EM0216
 EM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0216.See file dsdata.pdf to determine how the superseded data were derived.
 EM0216
 EM0216_MARKER: DB = BENCH MARK DISK
 EM0216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0216_SP_SET: CURB
 EM0216_STAMPING: K 29 1934 1464.026
 EM0216_MARK LOGO: CGS
 EM0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0216+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 EM0216
 EM0216  HISTORY     - Date     Condition        Report By
 EM0216  HISTORY     - 1934     MONUMENTED       CGS
 EM0216  HISTORY     - 1940     GOOD             CGS
 EM0216  HISTORY     - 1963     GOOD             CGS
 EM0216  HISTORY     - 19890301 GOOD             NGS
 EM0216  HISTORY     - 19960515 GOOD             OKDOT
 EM0216
 EM0216                          STATION DESCRIPTION
 EM0216
 EM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EM0216'IN ROOSEVELT.
 EM0216'AT ROOSEVELT, 6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ST.
 EM0216'LOUIS-SAN FRANCISCO RAILWAY STATION, 12 FEET FROM THE TRACK, AND IN
 EM0216'THE TOP OF THE CONCRETE CURB, LEVEL WITH THE TRACK.  A STANDARD DISK,
 EM0216'STAMPED K 29 1934.
 EM0216
 EM0216                          STATION RECOVERY (1963)
 EM0216
 EM0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0216'RECOVERED IN GOOD CONDITION.
 EM0216
 EM0216                          STATION RECOVERY (1989)
 EM0216
 EM0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0216'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EM0216'FOLLOWS.
 EM0216'THE STATION IS LOCATED ABOUT 25.5 KM (15.85 MI) SOUTHEAST OF LONE
 EM0216'WOLF, 19.6 KM (12.20 MI) SOUTH OF HOBART, AND 0.2 KM (0.10 MI)
 EM0216'SOUTHWEST OF ROOSEVELT.  OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 EM0216'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 EM0216'HIGHWAY 19 IN ROOSEVELT, GO SOUTH ON HIGHWAY 183 FOR 0.8 KM (0.50 MI)
 EM0216'TO A CROSS STREET.  TURN RIGHT AND GO WEST ON HUSTON STREET FOR 0.3 KM
 EM0216'(0.20 MI) TO THE STATION ON THE RIGHT, JUST AFTER CROSSING THE
 EM0216'BURLINGTON NORTHERN RAILROAD TRACKS.
 EM0216'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF AN 11 CM WIDE
 EM0216'CONCRETE CURB THAT PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 31.2 M
 EM0216'(102.4 FT) NORTH OF THE CENTER OF THE STREET, 10.5 M (34.4 FT) EAST OF
 EM0216'THE NEAR RAIL, 7.9 M (25.9 FT) SOUTH-SOUTHWEST OF THE ROOSEVELT
 EM0216'SIGNPOST, 5.1 M (16.7 FT) WEST OF THE NEAR RAIL OF THE MAIN RAIL, AND
 EM0216'1.1 M (3.6 FT) SOUTH OF A CARSONITE WITNESS POST.
 EM0216'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EM0216
 EM0216                          STATION RECOVERY (1996)
 EM0216
 EM0216'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0216'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0192 ***********************************************************************
 EM0192  DESIGNATION -  K 30
 EM0192  PID         -  EM0192
 EM0192  STATE/COUNTY-  OK/GREER
 EM0192  COUNTRY     -  US
 EM0192  USGS QUAD   -  LAKE ALTUS (2018)
 EM0192
 EM0192                         *CURRENT SURVEY CONTROL
 EM0192  ______________________________________________________________________
 EM0192* NAD 83(1986) POSITION- 34 57 52.28   (N) 099 21 38.69   (W)   HD_HELD1
 EM0192* NAVD 88 ORTHO HEIGHT -   492.202 (meters)     1614.83  (feet) ADJUSTED
 EM0192  ______________________________________________________________________
 EM0192  GEOID HEIGHT    -        -25.764 (meters)                     GEOID18
 EM0192  DYNAMIC HEIGHT  -        491.725 (meters)     1613.27  (feet) COMP
 EM0192  MODELED GRAVITY -    979,649.7   (mgal)                       NAVD 88
 EM0192
 EM0192  VERT ORDER      -  SECOND    CLASS 0
 EM0192
 EM0192.The horizontal coordinates were determined by differentially corrected
 EM0192.hand held GPS observations or other comparable positioning techniques
 EM0192.and have an estimated accuracy of +/- 3 meters.
 EM0192
 EM0192.The orthometric height was determined by differential leveling and
 EM0192.adjusted by the NATIONAL GEODETIC SURVEY
 EM0192.in June 1991.
 EM0192
 EM0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0192.GEOID18 height accuracy estimate available here.
 EM0192
 EM0192.Click photographs - Photos may exist for this station.
 EM0192
 EM0192.The dynamic height is computed by dividing the NAVD 88
 EM0192.geopotential number by the normal gravity value computed on the
 EM0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0192.degrees latitude (g = 980.6199 gals.).
 EM0192
 EM0192.The modeled gravity was interpolated from observed gravity values.
 EM0192
 EM0192;                    North         East    Units  Estimated Accuracy
 EM0192;SPC OK S     -   181,777.0     475,735.3     MT  (+/- 3 meters HH1 GPS) 
 EM0192
 EM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6706669168(NAD 83)
 EM0192
 EM0192                          SUPERSEDED SURVEY CONTROL
 EM0192
 EM0192  NGVD 29 (??/??/92)  492.036  (m)         1614.29   (f) ADJ UNCH    2 0
 EM0192
 EM0192.Superseded values are not recommended for survey control.
 EM0192
 EM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0192.See file dsdata.pdf to determine how the superseded data were derived.
 EM0192
 EM0192_MARKER: DB = BENCH MARK DISK
 EM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0192_STAMPING: K 30 1934
 EM0192_MARK LOGO: CGS
 EM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0192+STABILITY: SURFACE MOTION
 EM0192
 EM0192  HISTORY     - Date     Condition        Report By
 EM0192  HISTORY     - 1934     MONUMENTED       CGS
 EM0192  HISTORY     - 1963     GOOD             CGS
 EM0192
 EM0192                          STATION DESCRIPTION
 EM0192
 EM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0192'1.5 MI E FROM GRANITE.
 EM0192'ABOUT 1/2 MILE NORTH OF GRANITE REFORMATORY.  MARK ON THE CHICAGO ROCK
 EM0192'ISLAND AND PACIFIC RAILROAD AT ROAD CROSSING 40 FEET SOUTH OF THE
 EM0192'TRACK IN THE RIGHT-OF-WAY FENCE LINE.  30 FEET EAST OF THE CENTERLINE
 EM0192'OF THE RAILROAD.
 EM0192
 EM0192                          STATION RECOVERY (1963)
 EM0192
 EM0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0193 ***********************************************************************
 EM0193  DESIGNATION -  K 30 RESET
 EM0193  PID         -  EM0193
 EM0193  STATE/COUNTY-  OK/GREER
 EM0193  COUNTRY     -  US
 EM0193  USGS QUAD   -  LAKE ALTUS (2018)
 EM0193
 EM0193                         *CURRENT SURVEY CONTROL
 EM0193  ______________________________________________________________________
 EM0193* NAD 83(1986) POSITION- 34 57 52.     (N) 099 21 38.     (W)   SCALED
 EM0193* NAVD 88 ORTHO HEIGHT -   492.45  (+/-2cm)     1615.6   (feet) VERTCON3
 EM0193  ______________________________________________________________________
 EM0193  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 EM0193  VERT ORDER      -  THIRD (See Below)
 EM0193
 EM0193.The horizontal coordinates were scaled from a map and have
 EM0193.an estimated accuracy of +/- 6 seconds.
 EM0193
 EM0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0193
 EM0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0193.GEOID18 height accuracy estimate available here.
 EM0193
 EM0193.The vertical order pertains to the NGVD 29 superseded value.
 EM0193
 EM0193.Click photographs - Photos may exist for this station.
 EM0193
 EM0193;                    North         East    Units  Estimated Accuracy
 EM0193;SPC OK S     -   181,770.      475,750.      MT  (+/- 180 meters Scaled)
 EM0193
 EM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD670691(NAD 83)
 EM0193
 EM0193                          SUPERSEDED SURVEY CONTROL
 EM0193
 EM0193  NGVD 29 (??/??/??)  492.29   (m)         1615.1    (f) RESET       3  
 EM0193
 EM0193.Superseded values are not recommended for survey control.
 EM0193
 EM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0193.See file dsdata.pdf to determine how the superseded data were derived.
 EM0193
 EM0193_MARKER: DB = BENCH MARK DISK
 EM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0193_STAMPING: K 30 RESET 1963
 EM0193_MARK LOGO: CGS
 EM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0193+STABILITY: SURFACE MOTION
 EM0193
 EM0193  HISTORY     - Date     Condition        Report By
 EM0193  HISTORY     - 1963     MONUMENTED       CGS
 EM0193
 EM0193                          STATION DESCRIPTION
 EM0193
 EM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0193'1.6 MI NE FROM GRANITE.
 EM0193'1.3 MILES EAST AND NORTH ALONG STATE HIGHWAY 9 FROM THE RAILROAD
 EM0193'STATION IN GRANITE, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD TO
 EM0193'RAILROAD CROSSING AND BENCH MARK, 58.5 FEET SOUTHEAST OF A RAILROAD
 EM0193'CROSSING SIGN POST, 72 FEET SOUTH OF THE CENTER OF ROAD 70 FEET NORTH
 EM0193'OF A TELEPHONE POLE, 35.9 FEET EAST OF THE EAST RAIL OF THE CHICAGO,
 EM0193'ROCK ISLAND AND PACIFIC RAILROAD TRACKS, AND 2 FEET SOUTH OF A METAL
 EM0193'WITNESS POST.  A STANDARD DISK STAMPED K 30 RESET 1963 AND SET IN A 9
 EM0193'X 9 INCH CONCRETE POST WHICH PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0142 ***********************************************************************
 FK0142  DESIGNATION -  K 31
 FK0142  PID         -  FK0142
 FK0142  STATE/COUNTY-  OK/CADDO
 FK0142  COUNTRY     -  US
 FK0142  USGS QUAD   -  CARNEGIE (2018)
 FK0142
 FK0142                         *CURRENT SURVEY CONTROL
 FK0142  ______________________________________________________________________
 FK0142* NAD 83(1986) POSITION- 35 06 44.     (N) 098 35 11.     (W)   SCALED
 FK0142* NAVD 88 ORTHO HEIGHT -   412.070 (meters)     1351.93  (feet) ADJUSTED
 FK0142  ______________________________________________________________________
 FK0142  GEOID HEIGHT    -        -26.691 (meters)                     GEOID18
 FK0142  DYNAMIC HEIGHT  -        411.647 (meters)     1350.55  (feet) COMP
 FK0142  MODELED GRAVITY -    979,595.6   (mgal)                       NAVD 88
 FK0142
 FK0142  VERT ORDER      -  SECOND    CLASS 0
 FK0142
 FK0142.The horizontal coordinates were scaled from a map and have
 FK0142.an estimated accuracy of +/- 6 seconds.
 FK0142
 FK0142.The orthometric height was determined by differential leveling and
 FK0142.adjusted by the NATIONAL GEODETIC SURVEY
 FK0142.in June 1991.
 FK0142
 FK0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0142.GEOID18 height accuracy estimate available here.
 FK0142
 FK0142.Click photographs - Photos may exist for this station.
 FK0142
 FK0142.The dynamic height is computed by dividing the NAVD 88
 FK0142.geopotential number by the normal gravity value computed on the
 FK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0142.degrees latitude (g = 980.6199 gals.).
 FK0142
 FK0142.The modeled gravity was interpolated from observed gravity values.
 FK0142
 FK0142;                    North         East    Units  Estimated Accuracy
 FK0142;SPC OK S     -   197,480.      546,540.      MT  (+/- 180 meters Scaled)
 FK0142
 FK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND376855(NAD 83)
 FK0142
 FK0142                          SUPERSEDED SURVEY CONTROL
 FK0142
 FK0142  NGVD 29 (??/??/92)  411.916  (m)         1351.43   (f) ADJ UNCH    2 0
 FK0142
 FK0142.Superseded values are not recommended for survey control.
 FK0142
 FK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0142.See file dsdata.pdf to determine how the superseded data were derived.
 FK0142
 FK0142_MARKER: DB = BENCH MARK DISK
 FK0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0142_SP_SET: SUPPORT FOUNDATION
 FK0142_STAMPING: K 31 1934
 FK0142_MARK LOGO: CGS
 FK0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0142
 FK0142  HISTORY     - Date     Condition        Report By
 FK0142  HISTORY     - 1934     MONUMENTED       CGS
 FK0142  HISTORY     - 1963     GOOD             CGS
 FK0142
 FK0142                          STATION DESCRIPTION
 FK0142
 FK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0142'1.3 MI E FROM CARNEGIE.
 FK0142'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0142'RAILROAD FROM THE FIRE STATION AT CARNEGIE, CADDO COUNTY.  0.2
 FK0142'MILE WEST OF A SECTION LINE, AT THE OVERHED CROSSING OF STATE
 FK0142'HIGHWAY 9, ON THE EAST SIDE OF THE CONCRETE FOUNDATION OF THE
 FK0142'SOUTH CONCRETE SUPPORT, IN THE FOOTING EXTENDING EAST, AND
 FK0142'ABOUT 6 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 FK0142'K 31 1934.
 FK0142
 FK0142                          STATION RECOVERY (1963)
 FK0142
 FK0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0298 ***********************************************************************
 GJ0298  DESIGNATION -  K 32
 GJ0298  PID         -  GJ0298
 GJ0298  STATE/COUNTY-  OK/ELLIS
 GJ0298  COUNTRY     -  US
 GJ0298  USGS QUAD   -  GAGE (2018)
 GJ0298
 GJ0298                         *CURRENT SURVEY CONTROL
 GJ0298  ______________________________________________________________________
 GJ0298* NAD 83(1986) POSITION- 36 18 14.     (N) 099 47 34.     (W)   SCALED
 GJ0298* NAVD 88 ORTHO HEIGHT -   659.839 (meters)     2164.82  (feet) ADJUSTED
 GJ0298  ______________________________________________________________________
 GJ0298  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 GJ0298  DYNAMIC HEIGHT  -        659.176 (meters)     2162.65  (feet) COMP
 GJ0298  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 GJ0298
 GJ0298  VERT ORDER      -  FIRST     CLASS II
 GJ0298
 GJ0298.The horizontal coordinates were scaled from a map and have
 GJ0298.an estimated accuracy of +/- 6 seconds.
 GJ0298
 GJ0298.The orthometric height was determined by differential leveling and
 GJ0298.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0298.in June 1991.
 GJ0298
 GJ0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0298.GEOID18 height accuracy estimate available here.
 GJ0298
 GJ0298.Click photographs - Photos may exist for this station.
 GJ0298
 GJ0298.The dynamic height is computed by dividing the NAVD 88
 GJ0298.geopotential number by the normal gravity value computed on the
 GJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0298.degrees latitude (g = 980.6199 gals.).
 GJ0298
 GJ0298.The modeled gravity was interpolated from observed gravity values.
 GJ0298
 GJ0298;                    North         East    Units  Estimated Accuracy
 GJ0298;SPC OK N     -   146,160.      439,000.      MT  (+/- 180 meters Scaled)
 GJ0298
 GJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF288179(NAD 83)
 GJ0298
 GJ0298                          SUPERSEDED SURVEY CONTROL
 GJ0298
 GJ0298  NGVD 29 (??/??/92)  659.548  (m)         2163.87   (f) ADJ UNCH    1 2
 GJ0298
 GJ0298.Superseded values are not recommended for survey control.
 GJ0298
 GJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0298.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0298
 GJ0298_MARKER: DB = BENCH MARK DISK
 GJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0298_STAMPING: K 32 1934
 GJ0298_MARK LOGO: CGS
 GJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0298+STABILITY: SURFACE MOTION
 GJ0298
 GJ0298  HISTORY     - Date     Condition        Report By
 GJ0298  HISTORY     - 1934     MONUMENTED       CGS
 GJ0298  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0298
 GJ0298                          STATION DESCRIPTION
 GJ0298
 GJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0298'2.3 MI SW FROM GAGE.
 GJ0298'2.3 MILES SOUTHWEST OF THE FIRST NATIONAL BANK, AT CAGE 50
 GJ0298'FEET SOUTH OF MILE POST 409.  45 FEET SOUTH OF THE CENTERLINE
 GJ0298'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  5 FEET NORTH OF THE
 GJ0298'RAILROAD RIGHT-OF-WAY FENCE LINE.
 GJ0298
 GJ0298                          STATION RECOVERY (1969)
 GJ0298
 GJ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0246 ***********************************************************************
 GJ0246  DESIGNATION -  K 33
 GJ0246  PID         -  GJ0246
 GJ0246  STATE/COUNTY-  OK/WOODWARD
 GJ0246  COUNTRY     -  US
 GJ0246  USGS QUAD   -  VICI (2018)
 GJ0246
 GJ0246                         *CURRENT SURVEY CONTROL
 GJ0246  ______________________________________________________________________
 GJ0246* NAD 83(1986) POSITION- 36 13 07.     (N) 099 20 47.     (W)   SCALED
 GJ0246* NAVD 88 ORTHO HEIGHT -   640.501 (meters)     2101.38  (feet) ADJUSTED
 GJ0246  ______________________________________________________________________
 GJ0246  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 GJ0246  DYNAMIC HEIGHT  -        639.860 (meters)     2099.27  (feet) COMP
 GJ0246  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 GJ0246
 GJ0246  VERT ORDER      -  SECOND    CLASS 0
 GJ0246
 GJ0246.The horizontal coordinates were scaled from a map and have
 GJ0246.an estimated accuracy of +/- 6 seconds.
 GJ0246
 GJ0246.The orthometric height was determined by differential leveling and
 GJ0246.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0246.in June 1991.
 GJ0246
 GJ0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0246.GEOID18 height accuracy estimate available here.
 GJ0246
 GJ0246.Click photographs - Photos may exist for this station.
 GJ0246
 GJ0246.The dynamic height is computed by dividing the NAVD 88
 GJ0246.geopotential number by the normal gravity value computed on the
 GJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0246.degrees latitude (g = 980.6199 gals.).
 GJ0246
 GJ0246.The modeled gravity was interpolated from observed gravity values.
 GJ0246
 GJ0246;                    North         East    Units  Estimated Accuracy
 GJ0246;SPC OK N     -   136,050.      478,950.      MT  (+/- 180 meters Scaled)
 GJ0246
 GJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF688082(NAD 83)
 GJ0246
 GJ0246                          SUPERSEDED SURVEY CONTROL
 GJ0246
 GJ0246  NGVD 29 (??/??/92)  640.232  (m)         2100.49   (f) ADJ UNCH    2 0
 GJ0246
 GJ0246.Superseded values are not recommended for survey control.
 GJ0246
 GJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0246.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0246
 GJ0246_MARKER: DB = BENCH MARK DISK
 GJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0246_STAMPING: K 33 1934
 GJ0246_MARK LOGO: CGS
 GJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0246+STABILITY: SURFACE MOTION
 GJ0246
 GJ0246  HISTORY     - Date     Condition        Report By
 GJ0246  HISTORY     - 1934     MONUMENTED       CGS
 GJ0246
 GJ0246                          STATION DESCRIPTION
 GJ0246
 GJ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0246'4.4 MI S FROM SHARON.
 GJ0246'4.4 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0246'THE STATION AT SHARON, WOODWARD COUNTY, 255 FEET SOUTHEAST OF
 GJ0246'MILEPOST 202, 40 FEET WEST OF A COUNTY-ROAD CROSSING, 30 FEET
 GJ0246'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTHEAST
 GJ0246'OF A CROSSING SIGN.  A STANDARD DISK, STAMPED K 33 1934 AND SET
 GJ0246'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0096 ***********************************************************************
 GJ0096  DESIGNATION -  K 34
 GJ0096  PID         -  GJ0096
 GJ0096  STATE/COUNTY-  OK/DEWEY
 GJ0096  COUNTRY     -  US
 GJ0096  USGS QUAD   -  ORION (2018)
 GJ0096
 GJ0096                         *CURRENT SURVEY CONTROL
 GJ0096  ______________________________________________________________________
 GJ0096* NAD 83(1986) POSITION- 36 08 40.     (N) 098 50 57.     (W)   SCALED
 GJ0096* NAVD 88 ORTHO HEIGHT -   513.995 (meters)     1686.33  (feet) ADJUSTED
 GJ0096  ______________________________________________________________________
 GJ0096  GEOID HEIGHT    -        -27.695 (meters)                     GEOID18
 GJ0096  DYNAMIC HEIGHT  -        513.503 (meters)     1684.72  (feet) COMP
 GJ0096  MODELED GRAVITY -    979,658.9   (mgal)                       NAVD 88
 GJ0096
 GJ0096  VERT ORDER      -  SECOND    CLASS 0
 GJ0096
 GJ0096.The horizontal coordinates were scaled from a map and have
 GJ0096.an estimated accuracy of +/- 6 seconds.
 GJ0096
 GJ0096.The orthometric height was determined by differential leveling and
 GJ0096.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0096.in June 1991.
 GJ0096
 GJ0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0096.GEOID18 height accuracy estimate available here.
 GJ0096
 GJ0096.Click photographs - Photos may exist for this station.
 GJ0096
 GJ0096.The dynamic height is computed by dividing the NAVD 88
 GJ0096.geopotential number by the normal gravity value computed on the
 GJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0096.degrees latitude (g = 980.6199 gals.).
 GJ0096
 GJ0096.The modeled gravity was interpolated from observed gravity values.
 GJ0096
 GJ0096;                    North         East    Units  Estimated Accuracy
 GJ0096;SPC OK N     -   127,310.      523,580.      MT  (+/- 180 meters Scaled)
 GJ0096
 GJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE135999(NAD 83)
 GJ0096
 GJ0096                          SUPERSEDED SURVEY CONTROL
 GJ0096
 GJ0096  NGVD 29 (??/??/92)  513.778  (m)         1685.62   (f) ADJ UNCH    2 0
 GJ0096
 GJ0096.Superseded values are not recommended for survey control.
 GJ0096
 GJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0096.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0096
 GJ0096_MARKER: DB = BENCH MARK DISK
 GJ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0096_STAMPING: K 34 1934
 GJ0096_MARK LOGO: CGS
 GJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0096+STABILITY: SURFACE MOTION
 GJ0096
 GJ0096  HISTORY     - Date     Condition        Report By
 GJ0096  HISTORY     - 1934     MONUMENTED       CGS
 GJ0096  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0096
 GJ0096                          STATION DESCRIPTION
 GJ0096
 GJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0096'4.2 MI E FROM SEILING.
 GJ0096'36 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 35.  33 FEET
 GJ0096'EAST OF NORTH AND SOUTH SECTION LINE ROAD.  2 FEET NORTHEAST OF
 GJ0096'THE FENCE CORNER.
 GJ0096
 GJ0096                          STATION RECOVERY (1972)
 GJ0096
 GJ0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0061 ***********************************************************************
 GJ0061  DESIGNATION -  K 35
 GJ0061  PID         -  GJ0061
 GJ0061  STATE/COUNTY-  OK/MAJOR
 GJ0061  COUNTRY     -  US
 GJ0061  USGS QUAD   -  AMES (2018)
 GJ0061
 GJ0061                         *CURRENT SURVEY CONTROL
 GJ0061  ______________________________________________________________________
 GJ0061* NAD 83(1986) POSITION- 36 14 03.     (N) 098 12 15.     (W)   SCALED
 GJ0061* NAVD 88 ORTHO HEIGHT -   357.570 (meters)     1173.13  (feet) ADJUSTED
 GJ0061  ______________________________________________________________________
 GJ0061  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 GJ0061  DYNAMIC HEIGHT  -        357.250 (meters)     1172.08  (feet) COMP
 GJ0061  MODELED GRAVITY -    979,727.4   (mgal)                       NAVD 88
 GJ0061
 GJ0061  VERT ORDER      -  SECOND    CLASS 0
 GJ0061
 GJ0061.The horizontal coordinates were scaled from a map and have
 GJ0061.an estimated accuracy of +/- 6 seconds.
 GJ0061
 GJ0061.The orthometric height was determined by differential leveling and
 GJ0061.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0061.in June 1991.
 GJ0061
 GJ0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0061.GEOID18 height accuracy estimate available here.
 GJ0061
 GJ0061.Click photographs - Photos may exist for this station.
 GJ0061
 GJ0061.The dynamic height is computed by dividing the NAVD 88
 GJ0061.geopotential number by the normal gravity value computed on the
 GJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0061.degrees latitude (g = 980.6199 gals.).
 GJ0061
 GJ0061.The modeled gravity was interpolated from observed gravity values.
 GJ0061
 GJ0061;                    North         East    Units  Estimated Accuracy
 GJ0061;SPC OK N     -   136,950.      581,650.      MT  (+/- 180 meters Scaled)
 GJ0061
 GJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF715102(NAD 83)
 GJ0061
 GJ0061                          SUPERSEDED SURVEY CONTROL
 GJ0061
 GJ0061  NGVD 29 (??/??/92)  357.414  (m)         1172.62   (f) ADJ UNCH    2 0
 GJ0061
 GJ0061.Superseded values are not recommended for survey control.
 GJ0061
 GJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0061.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0061
 GJ0061_MARKER: DB = BENCH MARK DISK
 GJ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0061_STAMPING: K 35 1934
 GJ0061_MARK LOGO: CGS
 GJ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0061+STABILITY: SURFACE MOTION
 GJ0061
 GJ0061  HISTORY     - Date     Condition        Report By
 GJ0061  HISTORY     - 1934     MONUMENTED       CGS
 GJ0061
 GJ0061                          STATION DESCRIPTION
 GJ0061
 GJ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0061'10.1 MI NE FROM O KEENE.
 GJ0061'10.1 MILES NORTHEAST OF ST. L AND SF RR DEPOT.  4 FEET SOUTHEAST
 GJ0061'OF MILE POST 608.  40 FEET SOUTHEAST OF THE CENTERLINE OF ST.
 GJ0061'LOUIS AND SAN FRANCISCO RAILROAD.  10 FEET NORTHWEST OF THE
 GJ0061'RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0521 ***********************************************************************
 FJ0521  DESIGNATION -  K 36
 FJ0521  PID         -  FJ0521
 FJ0521  STATE/COUNTY-  OK/GRADY
 FJ0521  COUNTRY     -  US
 FJ0521  USGS QUAD   -  CHICKASHA (2018)
 FJ0521
 FJ0521                         *CURRENT SURVEY CONTROL
 FJ0521  ______________________________________________________________________
 FJ0521* NAD 83(1986) POSITION- 35 03 50.     (N) 097 57 08.     (W)   SCALED
 FJ0521* NAVD 88 ORTHO HEIGHT -   333.005 (meters)     1092.53  (feet) ADJUSTED
 FJ0521  ______________________________________________________________________
 FJ0521  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 FJ0521  DYNAMIC HEIGHT  -        332.675 (meters)     1091.45  (feet) COMP
 FJ0521  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 FJ0521
 FJ0521  VERT ORDER      -  SECOND    CLASS 0
 FJ0521
 FJ0521.The horizontal coordinates were scaled from a map and have
 FJ0521.an estimated accuracy of +/- 6 seconds.
 FJ0521
 FJ0521.The orthometric height was determined by differential leveling and
 FJ0521.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0521.in June 1991.
 FJ0521
 FJ0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0521.GEOID18 height accuracy estimate available here.
 FJ0521
 FJ0521.Click photographs - Photos may exist for this station.
 FJ0521
 FJ0521.The dynamic height is computed by dividing the NAVD 88
 FJ0521.geopotential number by the normal gravity value computed on the
 FJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0521.degrees latitude (g = 980.6199 gals.).
 FJ0521
 FJ0521.The modeled gravity was interpolated from observed gravity values.
 FJ0521
 FJ0521;                    North         East    Units  Estimated Accuracy
 FJ0521;SPC OK S     -   191,960.      604,360.      MT  (+/- 180 meters Scaled)
 FJ0521
 FJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND955806(NAD 83)
 FJ0521
 FJ0521                          SUPERSEDED SURVEY CONTROL
 FJ0521
 FJ0521  NGVD 29 (??/??/92)  332.896  (m)         1092.18   (f) ADJ UNCH    2 0
 FJ0521
 FJ0521.Superseded values are not recommended for survey control.
 FJ0521
 FJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0521.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0521
 FJ0521_MARKER: DB = BENCH MARK DISK
 FJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0521_STAMPING: K 36 1934
 FJ0521_MARK LOGO: CGS
 FJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0521+STABILITY: SURFACE MOTION
 FJ0521
 FJ0521  HISTORY     - Date     Condition        Report By
 FJ0521  HISTORY     - 1934     MONUMENTED       CGS
 FJ0521
 FJ0521                          STATION DESCRIPTION
 FJ0521
 FJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0521'NEAR CHICKASHA.
 FJ0521'WEST EDGE OF CHICKASHA.  WHERE U.S. HIGHWAY 81 CROSSES ROCK ISLAND
 FJ0521'TRACK.  1 MILE NORTH OF COLLEGE FOR WOMEN.  MARK 40 FEET SOUTH OF
 FJ0521'TRACK.  30 FEET WEST CENTERLINE OF 81.  CHICAGO ROCK ISLAND AND
 FJ0521'PACIFIC RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0140 ***********************************************************************
 EM0140  DESIGNATION -  K 37
 EM0140  PID         -  EM0140
 EM0140  STATE/COUNTY-  OK/COMANCHE
 EM0140  COUNTRY     -  US
 EM0140  USGS QUAD   -  INDIAHOMA (2018)
 EM0140
 EM0140                         *CURRENT SURVEY CONTROL
 EM0140  ______________________________________________________________________
 EM0140* NAD 83(1986) POSITION- 34 37 20.21   (N) 098 45 00.87   (W)   HD_HELD1
 EM0140* NAVD 88 ORTHO HEIGHT -   406.275 (meters)     1332.92  (feet) ADJUSTED
 EM0140  ______________________________________________________________________
 EM0140  GEOID HEIGHT    -        -25.677 (meters)                     GEOID18
 EM0140  DYNAMIC HEIGHT  -        405.867 (meters)     1331.58  (feet) COMP
 EM0140  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 EM0140
 EM0140  VERT ORDER      -  SECOND    CLASS 0
 EM0140
 EM0140.The horizontal coordinates were determined by differentially corrected
 EM0140.hand held GPS observations or other comparable positioning techniques
 EM0140.and have an estimated accuracy of +/- 3 meters.
 EM0140
 EM0140.The orthometric height was determined by differential leveling and
 EM0140.adjusted by the NATIONAL GEODETIC SURVEY
 EM0140.in June 1991.
 EM0140
 EM0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0140.GEOID18 height accuracy estimate available here.
 EM0140
 EM0140.Click photographs - Photos may exist for this station.
 EM0140
 EM0140.The dynamic height is computed by dividing the NAVD 88
 EM0140.geopotential number by the normal gravity value computed on the
 EM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0140.degrees latitude (g = 980.6199 gals.).
 EM0140
 EM0140.The modeled gravity was interpolated from observed gravity values.
 EM0140
 EM0140;                    North         East    Units  Estimated Accuracy
 EM0140;SPC OK S     -   143,230.0     531,203.6     MT  (+/- 3 meters HH1 GPS) 
 EM0140
 EM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2289531185(NAD 83)
 EM0140
 EM0140                          SUPERSEDED SURVEY CONTROL
 EM0140
 EM0140  NGVD 29 (??/??/92)  406.138  (m)         1332.47   (f) ADJ UNCH    2 0
 EM0140
 EM0140.Superseded values are not recommended for survey control.
 EM0140
 EM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0140.See file dsdata.pdf to determine how the superseded data were derived.
 EM0140
 EM0140_MARKER: DB = BENCH MARK DISK
 EM0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0140_STAMPING: K 37 1934
 EM0140_MARK LOGO: CGS
 EM0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0140+STABILITY: SURFACE MOTION
 EM0140
 EM0140  HISTORY     - Date     Condition        Report By
 EM0140  HISTORY     - 1934     MONUMENTED       CGS
 EM0140  HISTORY     - 1963     GOOD             CGS
 EM0140  HISTORY     - 19871211 MARK NOT FOUND   USPSQD
 EM0140
 EM0140                          STATION DESCRIPTION
 EM0140
 EM0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0140'IN INDIAHOMA.
 EM0140'AT INDIAHOMA, COMANCHE COUNTY, 500 FEET NORTHWEST OF THE ST. LOUIS-SAN
 EM0140'FRANCISCO RAILWAY STATION, AT MILEPOST 652, 300 FEET NORTH OF THE
 EM0140'TRACK, AND IN THE FENCE LINE.  A STANDARD DISK, STAMPED K 37 1934 AND
 EM0140'SET IN THE TOP OF A CONCRETE POST.
 EM0140
 EM0140                          STATION RECOVERY (1987)
 EM0140
 EM0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 EM0140'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0047 ***********************************************************************
 EM0047  DESIGNATION -  K 38
 EM0047  PID         -  EM0047
 EM0047  STATE/COUNTY-  OK/STEPHENS
 EM0047  COUNTRY     -  US
 EM0047  USGS QUAD   -  NELLIE (2018)
 EM0047
 EM0047                         *CURRENT SURVEY CONTROL
 EM0047  ______________________________________________________________________
 EM0047* NAD 83(1986) POSITION- 34 35 38.     (N) 098 06 00.     (W)   SCALED
 EM0047* NAVD 88 ORTHO HEIGHT -   348.922 (meters)     1144.75  (feet) ADJUSTED
 EM0047  ______________________________________________________________________
 EM0047  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 EM0047  DYNAMIC HEIGHT  -        348.566 (meters)     1143.59  (feet) COMP
 EM0047  MODELED GRAVITY -    979,603.5   (mgal)                       NAVD 88
 EM0047
 EM0047  VERT ORDER      -  SECOND    CLASS 0
 EM0047
 EM0047.The horizontal coordinates were scaled from a map and have
 EM0047.an estimated accuracy of +/- 6 seconds.
 EM0047
 EM0047.The orthometric height was determined by differential leveling and
 EM0047.adjusted by the NATIONAL GEODETIC SURVEY
 EM0047.in June 1991.
 EM0047
 EM0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0047.GEOID18 height accuracy estimate available here.
 EM0047
 EM0047.Click photographs - Photos may exist for this station.
 EM0047
 EM0047.The dynamic height is computed by dividing the NAVD 88
 EM0047.geopotential number by the normal gravity value computed on the
 EM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0047.degrees latitude (g = 980.6199 gals.).
 EM0047
 EM0047.The modeled gravity was interpolated from observed gravity values.
 EM0047
 EM0047;                    North         East    Units  Estimated Accuracy
 EM0047;SPC OK S     -   139,830.      590,830.      MT  (+/- 180 meters Scaled)
 EM0047
 EM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND825283(NAD 83)
 EM0047
 EM0047                          SUPERSEDED SURVEY CONTROL
 EM0047
 EM0047  NGVD 29 (??/??/92)  348.817  (m)         1144.41   (f) ADJ UNCH    2 0
 EM0047
 EM0047.Superseded values are not recommended for survey control.
 EM0047
 EM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0047.See file dsdata.pdf to determine how the superseded data were derived.
 EM0047
 EM0047_MARKER: DB = BENCH MARK DISK
 EM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0047_STAMPING: K 38 1934
 EM0047_MARK LOGO: CGS
 EM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0047+STABILITY: SURFACE MOTION
 EM0047
 EM0047  HISTORY     - Date     Condition        Report By
 EM0047  HISTORY     - 1934     MONUMENTED       CGS
 EM0047  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0047
 EM0047                          STATION DESCRIPTION
 EM0047
 EM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0047'17.2 MI E FROM LAWTON.
 EM0047'IN STEPHENS COUNTY, 17.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE
 EM0047'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT LAWTON, COMANCHE COUNTY,
 EM0047'1/4 MILE EAST OF A FARMHOUSE, 1,000 FEET WEST OF A GAS LINE REGULATOR,
 EM0047'AT THE SOUTH SIDE OF THE HIGHWAY, AND IN THE FENCE LINE. A STANDARD
 EM0047'DISK, STAMPED K 38 1934 AND SET ILN THE TOP OF A CONCRETE POST. NOTE
 EM0047'-- THE HIGHWAY HAS BEEN WIDENED AND IMPROVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0423 ***********************************************************************
 EL0423  DESIGNATION -  K 39
 EL0423  PID         -  EL0423
 EL0423  STATE/COUNTY-  OK/CARTER
 EL0423  COUNTRY     -  US
 EL0423  USGS QUAD   -  ARDMORE WEST (2018)
 EL0423
 EL0423                         *CURRENT SURVEY CONTROL
 EL0423  ______________________________________________________________________
 EL0423* NAD 83(1986) POSITION- 34 10 22.     (N) 097 07 30.     (W)   SCALED
 EL0423* NAVD 88 ORTHO HEIGHT -   266.715 (meters)      875.05  (feet) ADJUSTED
 EL0423  ______________________________________________________________________
 EL0423  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 EL0423  DYNAMIC HEIGHT  -        266.435 (meters)      874.13  (feet) COMP
 EL0423  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 EL0423
 EL0423  VERT ORDER      -  FIRST     CLASS II
 EL0423
 EL0423.The horizontal coordinates were scaled from a map and have
 EL0423.an estimated accuracy of +/- 6 seconds.
 EL0423
 EL0423.The orthometric height was determined by differential leveling and
 EL0423.adjusted by the NATIONAL GEODETIC SURVEY
 EL0423.in June 1991.
 EL0423
 EL0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0423.GEOID18 height accuracy estimate available here.
 EL0423
 EL0423.Click photographs - Photos may exist for this station.
 EL0423
 EL0423.The dynamic height is computed by dividing the NAVD 88
 EL0423.geopotential number by the normal gravity value computed on the
 EL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0423.degrees latitude (g = 980.6199 gals.).
 EL0423
 EL0423.The modeled gravity was interpolated from observed gravity values.
 EL0423
 EL0423;                    North         East    Units  Estimated Accuracy
 EL0423;SPC OK S     -    93,460.      680,670.      MT  (+/- 180 meters Scaled)
 EL0423
 EL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC728829(NAD 83)
 EL0423
 EL0423                          SUPERSEDED SURVEY CONTROL
 EL0423
 EL0423  NGVD 29 (??/??/92)  266.645  (m)          874.82   (f) ADJ UNCH    1 2
 EL0423
 EL0423.Superseded values are not recommended for survey control.
 EL0423
 EL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0423.See file dsdata.pdf to determine how the superseded data were derived.
 EL0423
 EL0423_MARKER: DB = BENCH MARK DISK
 EL0423_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EL0423_SP_SET: STEP
 EL0423_STAMPING: K 39 1934
 EL0423_MARK LOGO: CGS
 EL0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0423+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 EL0423
 EL0423  HISTORY     - Date     Condition        Report By
 EL0423  HISTORY     - 1934     MONUMENTED       CGS
 EL0423  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0423  HISTORY     - 19940307 GOOD             NGS
 EL0423  HISTORY     - 20090418 MARK NOT FOUND   GEOCAC
 EL0423
 EL0423                          STATION DESCRIPTION
 EL0423
 EL0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0423'AT ARDMORE.
 EL0423'AT ARDMORE.  ON THE EAST SIDE OF THE GULF COLORADO AND SANTA FE
 EL0423'RR DEPOT TO THE LEFT OF THE WHITE ENTRANCE AT THE SOUTH END OF
 EL0423'THE FIRST STEP.
 EL0423
 EL0423                          STATION RECOVERY (1963)
 EL0423
 EL0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0423'MARK NOT FOUND.
 EL0423
 EL0423                          STATION RECOVERY (1994)
 EL0423
 EL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0423'IN ARDMORE, NEAR THE SOUTHWEST END OF THE BOTTOM STEP OF THE MOST
 EL0423'SOUTHERLY OF 3 EAST ENTRANCE DOORS TO THE SANTA FE RAILROAD STATION
 EL0423'AT 210 EAST MAIN STREET, 93.2 M (305.8 FT) NORTHEAST OF THE STREET
 EL0423'CENTERLINE, 17.7 M (58.1 FT) NORTHEAST OF THE SOUTH CORNER OF THE
 EL0423'STATION, 9.3 M (30.5 FT) NORTHWEST OF THE NEAR RAIL OF A SIDE TRACK,
 EL0423'1.1 M (3.6 FT) SOUTHWEST OF THE CENTER OF THE DOOR, AND 0.1 M
 EL0423'(0.3 FT) ABOVE THE LEVEL OF A BRICK SIDEWALK.
 EL0423
 EL0423                          STATION RECOVERY (2009)
 EL0423
 EL0423'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0423'THERE IS NO SIGN OF THIS MARK AT THE DEPOT.  WE LOOKED ALL OVER THE
 EL0423'DEPOT AND THE SIDEWALK AREAS, BUT FOUND NOTHING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0154 ***********************************************************************
 FH0154  DESIGNATION -  K 4
 FH0154  PID         -  FH0154
 FH0154  STATE/COUNTY-  OK/LE FLORE
 FH0154  COUNTRY     -  US
 FH0154  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0154
 FH0154                         *CURRENT SURVEY CONTROL
 FH0154  ______________________________________________________________________
 FH0154* NAD 83(1986) POSITION- 35 18 41.     (N) 094 28 30.     (W)   SCALED
 FH0154* NAVD 88 ORTHO HEIGHT -   128.480 (meters)      421.52  (feet) ADJUSTED
 FH0154  ______________________________________________________________________
 FH0154  GEOID HEIGHT    -        -30.444 (meters)                     GEOID18
 FH0154  DYNAMIC HEIGHT  -        128.357 (meters)      421.12  (feet) COMP
 FH0154  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 FH0154
 FH0154  VERT ORDER      -  FIRST     CLASS II
 FH0154
 FH0154.The horizontal coordinates were scaled from a map and have
 FH0154.an estimated accuracy of +/- 6 seconds.
 FH0154
 FH0154.The orthometric height was determined by differential leveling and
 FH0154.adjusted by the NATIONAL GEODETIC SURVEY
 FH0154.in June 1991.
 FH0154
 FH0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0154.GEOID18 height accuracy estimate available here.
 FH0154
 FH0154.Click photographs - Photos may exist for this station.
 FH0154
 FH0154.The dynamic height is computed by dividing the NAVD 88
 FH0154.geopotential number by the normal gravity value computed on the
 FH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0154.degrees latitude (g = 980.6199 gals.).
 FH0154
 FH0154.The modeled gravity was interpolated from observed gravity values.
 FH0154
 FH0154;                    North         East    Units  Estimated Accuracy
 FH0154;SPC OK S     -   225,020.      920,510.      MT  (+/- 180 meters Scaled)
 FH0154
 FH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV659085(NAD 83)
 FH0154
 FH0154                          SUPERSEDED SURVEY CONTROL
 FH0154
 FH0154  NGVD 29 (??/??/92)  128.386  (m)          421.21   (f) ADJ UNCH    1 2
 FH0154
 FH0154.Superseded values are not recommended for survey control.
 FH0154
 FH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0154.See file dsdata.pdf to determine how the superseded data were derived.
 FH0154
 FH0154_MARKER: DB = BENCH MARK DISK
 FH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0154_STAMPING: 421.213 K 4 1933
 FH0154_MARK LOGO: CGS
 FH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0154+STABILITY: SURFACE MOTION
 FH0154
 FH0154  HISTORY     - Date     Condition        Report By
 FH0154  HISTORY     - 1933     MONUMENTED       CGS
 FH0154  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0154
 FH0154                          STATION DESCRIPTION
 FH0154
 FH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0154'2.5 MI NE FROM BRADEN.
 FH0154'2.5 MILES NORTHEAST ALONG THE ABANDONED KANSAS CITY SOUTHERN
 FH0154'RAILWAY FROM BRADEN, LE FLORE COUNTY, AT A PRIVATE-ROAD CROSSING,
 FH0154'40 FEET EAST OF THE OLD ROADBED, 30 FEET NORTH OF THE CENTER
 FH0154'LINE OF THE ROAD, AND 30 FEET WEST OF THE CENTER LINE OF U.S.
 FH0154'HIGHWAY 271.  A STANDARD DISK, STAMPED 421.213 K 4 1933 AND
 FH0154'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MAY HAVE BEEN
 FH0154'DESTROYED BY A RIVER-BANK CAVE-IN.
 FH0154
 FH0154                          STATION RECOVERY (1959)
 FH0154
 FH0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0393 ***********************************************************************
 EL0393  DESIGNATION -  K 40
 EL0393  PID         -  EL0393
 EL0393  STATE/COUNTY-  OK/CARTER
 EL0393  COUNTRY     -  US
 EL0393  USGS QUAD   -  LONE GROVE (2018)
 EL0393
 EL0393                         *CURRENT SURVEY CONTROL
 EL0393  ______________________________________________________________________
 EL0393* NAD 83(1986) POSITION- 34 10 30.     (N) 097 15 54.     (W)   SCALED
 EL0393* NAVD 88 ORTHO HEIGHT -   287.461 (meters)      943.11  (feet) ADJUSTED
 EL0393  ______________________________________________________________________
 EL0393  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EL0393  DYNAMIC HEIGHT  -        287.156 (meters)      942.11  (feet) COMP
 EL0393  MODELED GRAVITY -    979,568.6   (mgal)                       NAVD 88
 EL0393
 EL0393  VERT ORDER      -  FIRST     CLASS II
 EL0393
 EL0393.The horizontal coordinates were scaled from a map and have
 EL0393.an estimated accuracy of +/- 6 seconds.
 EL0393
 EL0393.The orthometric height was determined by differential leveling and
 EL0393.adjusted by the NATIONAL GEODETIC SURVEY
 EL0393.in June 1991.
 EL0393
 EL0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0393.GEOID18 height accuracy estimate available here.
 EL0393
 EL0393.Click photographs - Photos may exist for this station.
 EL0393
 EL0393.The dynamic height is computed by dividing the NAVD 88
 EL0393.geopotential number by the normal gravity value computed on the
 EL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0393.degrees latitude (g = 980.6199 gals.).
 EL0393
 EL0393.The modeled gravity was interpolated from observed gravity values.
 EL0393
 EL0393;                    North         East    Units  Estimated Accuracy
 EL0393;SPC OK S     -    93,610.      667,760.      MT  (+/- 180 meters Scaled)
 EL0393
 EL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC599829(NAD 83)
 EL0393
 EL0393                          SUPERSEDED SURVEY CONTROL
 EL0393
 EL0393  NGVD 29 (??/??/92)  287.376  (m)          942.83   (f) ADJ UNCH    1 2
 EL0393
 EL0393.Superseded values are not recommended for survey control.
 EL0393
 EL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0393.See file dsdata.pdf to determine how the superseded data were derived.
 EL0393
 EL0393_MARKER: DB = BENCH MARK DISK
 EL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0393_STAMPING: K 40 1934
 EL0393_MARK LOGO: CGS
 EL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0393+STABILITY: SURFACE MOTION
 EL0393
 EL0393  HISTORY     - Date     Condition        Report By
 EL0393  HISTORY     - 1934     MONUMENTED       CGS
 EL0393  HISTORY     - 1948     GOOD             CGS
 EL0393  HISTORY     - 20180801 MARK NOT FOUND   OKDOT
 EL0393
 EL0393                          STATION DESCRIPTION
 EL0393
 EL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0393'AT LONE GROVE.
 EL0393'300 FEET EAST OF ATCHISON TOPEKA AND SANTA FE RR DEPOT, WEST EDGE
 EL0393'OF LONE GROVE.  30 FEET SOUTH OF TRACK AND 12 FEET WEST OF THE
 EL0393'CENTERLINE OF THE ROAD.  NOTE-- MARK DOES NOT APPEAR TO HAVE
 EL0393'BEEN DAMAGED, BUT CORNERS OF POST HAVE BEEN HAMMERED ON AND
 EL0393'CONCRETE BROKEN OFF.  APPEARS WILLFUL.
 EL0393
 EL0393                          STATION RECOVERY (1948)
 EL0393
 EL0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 EL0393'RECOVERED IN GOOD CONDITION.
 EL0393
 EL0393                          STATION RECOVERY (2018)
 EL0393
 EL0393'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EL0393'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0527 ***********************************************************************
 FJ0527  DESIGNATION -  K 41
 FJ0527  PID         -  FJ0527
 FJ0527  STATE/COUNTY-  OK/GRADY
 FJ0527  COUNTRY     -  US
 FJ0527  USGS QUAD   -  TABLER (2018)
 FJ0527
 FJ0527                         *CURRENT SURVEY CONTROL
 FJ0527  ______________________________________________________________________
 FJ0527* NAD 83(1986) POSITION- 35 00 04.     (N) 097 50 46.     (W)   SCALED
 FJ0527* NAVD 88 ORTHO HEIGHT -   323.699 (meters)     1062.00  (feet) ADJUSTED
 FJ0527  ______________________________________________________________________
 FJ0527  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 FJ0527  DYNAMIC HEIGHT  -        323.380 (meters)     1060.96  (feet) COMP
 FJ0527  MODELED GRAVITY -    979,639.1   (mgal)                       NAVD 88
 FJ0527
 FJ0527  VERT ORDER      -  FIRST     CLASS II
 FJ0527
 FJ0527.The horizontal coordinates were scaled from a map and have
 FJ0527.an estimated accuracy of +/- 6 seconds.
 FJ0527
 FJ0527.The orthometric height was determined by differential leveling and
 FJ0527.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0527.in June 1991.
 FJ0527
 FJ0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0527.GEOID18 height accuracy estimate available here.
 FJ0527
 FJ0527.Click photographs - Photos may exist for this station.
 FJ0527
 FJ0527.The dynamic height is computed by dividing the NAVD 88
 FJ0527.geopotential number by the normal gravity value computed on the
 FJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0527.degrees latitude (g = 980.6199 gals.).
 FJ0527
 FJ0527.The modeled gravity was interpolated from observed gravity values.
 FJ0527
 FJ0527;                    North         East    Units  Estimated Accuracy
 FJ0527;SPC OK S     -   185,010.      614,050.      MT  (+/- 180 meters Scaled)
 FJ0527
 FJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD052737(NAD 83)
 FJ0527
 FJ0527                          SUPERSEDED SURVEY CONTROL
 FJ0527
 FJ0527  NGVD 29 (??/??/92)  323.601  (m)         1061.68   (f) ADJ UNCH    1 2
 FJ0527
 FJ0527.Superseded values are not recommended for survey control.
 FJ0527
 FJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0527.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0527
 FJ0527_MARKER: DB = BENCH MARK DISK
 FJ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0527_STAMPING: K 41 1934
 FJ0527_MARK LOGO: CGS
 FJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0527+STABILITY: SURFACE MOTION
 FJ0527
 FJ0527  HISTORY     - Date     Condition        Report By
 FJ0527  HISTORY     - 1934     MONUMENTED       CGS
 FJ0527  HISTORY     - 1953     GOOD             CGS
 FJ0527
 FJ0527                          STATION DESCRIPTION
 FJ0527
 FJ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0527'7.4 MI SE FROM CHICKASHA.
 FJ0527'0.3 MILE SOUTH OF MILE POST 443.  0.15 MILE NORTH OF CHICAGO-ROCK
 FJ0527'ISLAND AND PACIFIC RAILWAY WASHITA RIVER BRIDGE.  443.5, 275 FEET
 FJ0527'NORTH OF CENTER LINE OF SECTION ROAD, 52 FEET WEST OF NEAREST
 FJ0527'RAIL CHICAGO ROCK ISLAND AND PACIFIC RAILWAY TRACK, 17 FEET
 FJ0527'EAST OF CENTER LINE OF NORTH AND SOUTH SECTION LINE ROAD, ON
 FJ0527'EAST SIDE OF FENCE BETWEEN RAILROAD AND SECTION LINE ROAD.
 FJ0527
 FJ0527                          STATION RECOVERY (1953)
 FJ0527
 FJ0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FJ0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0528 ***********************************************************************
 FJ0528  DESIGNATION -  K 41 RESET
 FJ0528  PID         -  FJ0528
 FJ0528  STATE/COUNTY-  OK/GRADY
 FJ0528  COUNTRY     -  US
 FJ0528  USGS QUAD   -  TABLER (2018)
 FJ0528
 FJ0528                         *CURRENT SURVEY CONTROL
 FJ0528  ______________________________________________________________________
 FJ0528* NAD 83(1986) POSITION- 35 00 01.     (N) 097 50 45.     (W)   SCALED
 FJ0528* NAVD 88 ORTHO HEIGHT -   323.422 (meters)     1061.09  (feet) ADJUSTED
 FJ0528  ______________________________________________________________________
 FJ0528  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 FJ0528  DYNAMIC HEIGHT  -        323.103 (meters)     1060.05  (feet) COMP
 FJ0528  MODELED GRAVITY -    979,639.1   (mgal)                       NAVD 88
 FJ0528
 FJ0528  VERT ORDER      -  FIRST     CLASS II
 FJ0528
 FJ0528.The horizontal coordinates were scaled from a map and have
 FJ0528.an estimated accuracy of +/- 6 seconds.
 FJ0528
 FJ0528.The orthometric height was determined by differential leveling and
 FJ0528.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0528.in June 1991.
 FJ0528
 FJ0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0528.GEOID18 height accuracy estimate available here.
 FJ0528
 FJ0528.Click photographs - Photos may exist for this station.
 FJ0528
 FJ0528.The dynamic height is computed by dividing the NAVD 88
 FJ0528.geopotential number by the normal gravity value computed on the
 FJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0528.degrees latitude (g = 980.6199 gals.).
 FJ0528
 FJ0528.The modeled gravity was interpolated from observed gravity values.
 FJ0528
 FJ0528;                    North         East    Units  Estimated Accuracy
 FJ0528;SPC OK S     -   184,920.      614,070.      MT  (+/- 180 meters Scaled)
 FJ0528
 FJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD053736(NAD 83)
 FJ0528
 FJ0528                          SUPERSEDED SURVEY CONTROL
 FJ0528
 FJ0528  NGVD 29 (??/??/92)  323.324  (m)         1060.77   (f) ADJ UNCH    1 2
 FJ0528
 FJ0528.Superseded values are not recommended for survey control.
 FJ0528
 FJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0528.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0528
 FJ0528_MARKER: DB = BENCH MARK DISK
 FJ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0528_STAMPING: K 41 1934 RESET 1953
 FJ0528_MARK LOGO: CGS
 FJ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0528+STABILITY: SURFACE MOTION
 FJ0528
 FJ0528  HISTORY     - Date     Condition        Report By
 FJ0528  HISTORY     - 1953     MONUMENTED       CGS
 FJ0528
 FJ0528                          STATION DESCRIPTION
 FJ0528
 FJ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0528'7.5 MI SE FROM CHICKASHA.
 FJ0528'4.0 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0528'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, THENCE 3.5
 FJ0528'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 21 FEET SOUTH OF THE
 FJ0528'CENTER LINE OF AN EAST AND WEST ROAD, 27 FEET EAST OF THE
 FJ0528'CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET SOUTH OF A WITNESS
 FJ0528'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 FJ0528'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0565 ***********************************************************************
 EL0565  DESIGNATION -  K 42
 EL0565  PID         -  EL0565
 EL0565  STATE/COUNTY-  OK/GARVIN
 EL0565  COUNTRY     -  US
 EL0565  USGS QUAD   -  LINDSAY (2018)
 EL0565
 EL0565                         *CURRENT SURVEY CONTROL
 EL0565  ______________________________________________________________________
 EL0565* NAD 83(1986) POSITION- 34 50 15.     (N) 097 36 11.     (W)   SCALED
 EL0565* NAVD 88 ORTHO HEIGHT -   298.008 (meters)      977.71  (feet) ADJUSTED
 EL0565  ______________________________________________________________________
 EL0565  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 EL0565  DYNAMIC HEIGHT  -        297.715 (meters)      976.75  (feet) COMP
 EL0565  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 EL0565
 EL0565  VERT ORDER      -  SECOND    CLASS 0
 EL0565
 EL0565.The horizontal coordinates were scaled from a map and have
 EL0565.an estimated accuracy of +/- 6 seconds.
 EL0565
 EL0565.The orthometric height was determined by differential leveling and
 EL0565.adjusted by the NATIONAL GEODETIC SURVEY
 EL0565.in June 1991.
 EL0565
 EL0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0565.GEOID18 height accuracy estimate available here.
 EL0565
 EL0565.Click photographs - Photos may exist for this station.
 EL0565
 EL0565.The dynamic height is computed by dividing the NAVD 88
 EL0565.geopotential number by the normal gravity value computed on the
 EL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0565.degrees latitude (g = 980.6199 gals.).
 EL0565
 EL0565.The modeled gravity was interpolated from observed gravity values.
 EL0565
 EL0565;                    North         East    Units  Estimated Accuracy
 EL0565;SPC OK S     -   166,920.      636,310.      MT  (+/- 180 meters Scaled)
 EL0565
 EL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD277559(NAD 83)
 EL0565
 EL0565                          SUPERSEDED SURVEY CONTROL
 EL0565
 EL0565  NGVD 29 (??/??/92)  297.922  (m)          977.43   (f) ADJ UNCH    2 0
 EL0565
 EL0565.Superseded values are not recommended for survey control.
 EL0565
 EL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0565.See file dsdata.pdf to determine how the superseded data were derived.
 EL0565
 EL0565_MARKER: DB = BENCH MARK DISK
 EL0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0565_STAMPING: K 42 1934
 EL0565_MARK LOGO: CGS
 EL0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0565+STABILITY: SURFACE MOTION
 EL0565
 EL0565  HISTORY     - Date     Condition        Report By
 EL0565  HISTORY     - 1934     MONUMENTED       CGS
 EL0565  HISTORY     - 20220413 MARK NOT FOUND   OKDOT
 EL0565
 EL0565                          STATION DESCRIPTION
 EL0565
 EL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0565'AT LINDSAY.
 EL0565'AT LINDSAY 95 FEET NORTHWEST OF ATCHISON TOPEKA AND SANTA FE
 EL0565'RAILWAY STATION TICKET OFFICE WINDOW.  39 FEET NORTH OF NEAREST
 EL0565'RAIL OF MAIN TRACK AND IN LINE WITH TELEPHONE POLES.
 EL0565
 EL0565                          STATION RECOVERY (2022)
 EL0565
 EL0565'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0565'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0477 ***********************************************************************
 EL0477  DESIGNATION -  K 43
 EL0477  PID         -  EL0477
 EL0477  STATE/COUNTY-  OK/JEFFERSON
 EL0477  COUNTRY     -  US
 EL0477  USGS QUAD   -  WAURIKA EAST (2018)
 EL0477
 EL0477                         *CURRENT SURVEY CONTROL
 EL0477  ______________________________________________________________________
 EL0477* NAD 83(1986) POSITION- 34 12 46.     (N) 097 59 44.     (W)   SCALED
 EL0477* NAVD 88 ORTHO HEIGHT -   272.556 (meters)      894.21  (feet) ADJUSTED
 EL0477  ______________________________________________________________________
 EL0477  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 EL0477  DYNAMIC HEIGHT  -        272.282 (meters)      893.31  (feet) COMP
 EL0477  MODELED GRAVITY -    979,623.1   (mgal)                       NAVD 88
 EL0477
 EL0477  VERT ORDER      -  FIRST     CLASS II
 EL0477
 EL0477.The horizontal coordinates were scaled from a map and have
 EL0477.an estimated accuracy of +/- 6 seconds.
 EL0477
 EL0477.The orthometric height was determined by differential leveling and
 EL0477.adjusted by the NATIONAL GEODETIC SURVEY
 EL0477.in June 1991.
 EL0477
 EL0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0477.GEOID18 height accuracy estimate available here.
 EL0477
 EL0477.Click photographs - Photos may exist for this station.
 EL0477
 EL0477.The dynamic height is computed by dividing the NAVD 88
 EL0477.geopotential number by the normal gravity value computed on the
 EL0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0477.degrees latitude (g = 980.6199 gals.).
 EL0477
 EL0477.The modeled gravity was interpolated from observed gravity values.
 EL0477
 EL0477;                    North         East    Units  Estimated Accuracy
 EL0477;SPC OK S     -    97,550.      600,410.      MT  (+/- 180 meters Scaled)
 EL0477
 EL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC925862(NAD 83)
 EL0477
 EL0477                          SUPERSEDED SURVEY CONTROL
 EL0477
 EL0477  NGVD 29 (??/??/92)  272.473  (m)          893.94   (f) ADJ UNCH    1 2
 EL0477
 EL0477.Superseded values are not recommended for survey control.
 EL0477
 EL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0477.See file dsdata.pdf to determine how the superseded data were derived.
 EL0477
 EL0477_MARKER: DB = BENCH MARK DISK
 EL0477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0477_SP_SET: PIER
 EL0477_STAMPING: K 43 1934
 EL0477_MARK LOGO: CGS
 EL0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0477
 EL0477  HISTORY     - Date     Condition        Report By
 EL0477  HISTORY     - 1934     MONUMENTED       CGS
 EL0477  HISTORY     - 1963     GOOD
 EL0477  HISTORY     - 1986     GOOD             NGS
 EL0477
 EL0477                          STATION DESCRIPTION
 EL0477
 EL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0477'2.9 MI S FROM ADDINGTON.
 EL0477'2.9 MILES SOUTH OF CRIPRR STATION AT ADDINGTON, SET ON WEST SIDE
 EL0477'OF SOUTH PIER OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY BRIDGE
 EL0477'496.6, OVER COW CREEK, ABOUT 8 FEET BELOW LEVEL OF TRACK.
 EL0477
 EL0477                          STATION RECOVERY (1963)
 EL0477
 EL0477'RECOVERED 1963
 EL0477'RECOVERED IN GOOD CONDITION.
 EL0477
 EL0477                          STATION RECOVERY (1986)
 EL0477
 EL0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0477'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM (0.85
 EL0477'MI) WEST ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 81
 EL0477'IN WAURIKA, THENCE 4.8 KM (3.0 MI) NORTHERLY ALONG THE OKLAHOMA KANSAS
 EL0477'TEXAS RAILROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0502 ***********************************************************************
 EL0502  DESIGNATION -  K 44
 EL0502  PID         -  EL0502
 EL0502  STATE/COUNTY-  OK/JEFFERSON
 EL0502  COUNTRY     -  US
 EL0502  USGS QUAD   -  RINGLING NW (2018)
 EL0502
 EL0502                         *CURRENT SURVEY CONTROL
 EL0502  ______________________________________________________________________
 EL0502* NAD 83(1986) POSITION- 34 09 29.     (N) 097 39 38.     (W)   SCALED
 EL0502* NAVD 88 ORTHO HEIGHT -   251.174 (meters)      824.06  (feet) ADJUSTED
 EL0502  ______________________________________________________________________
 EL0502  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 EL0502  DYNAMIC HEIGHT  -        250.919 (meters)      823.22  (feet) COMP
 EL0502  MODELED GRAVITY -    979,610.4   (mgal)                       NAVD 88
 EL0502
 EL0502  VERT ORDER      -  FIRST     CLASS II
 EL0502
 EL0502.The horizontal coordinates were scaled from a map and have
 EL0502.an estimated accuracy of +/- 6 seconds.
 EL0502
 EL0502.The orthometric height was determined by differential leveling and
 EL0502.adjusted by the NATIONAL GEODETIC SURVEY
 EL0502.in June 1991.
 EL0502
 EL0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0502.GEOID18 height accuracy estimate available here.
 EL0502
 EL0502.Click photographs - Photos may exist for this station.
 EL0502
 EL0502.The dynamic height is computed by dividing the NAVD 88
 EL0502.geopotential number by the normal gravity value computed on the
 EL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0502.degrees latitude (g = 980.6199 gals.).
 EL0502
 EL0502.The modeled gravity was interpolated from observed gravity values.
 EL0502
 EL0502;                    North         East    Units  Estimated Accuracy
 EL0502;SPC OK S     -    91,530.      631,300.      MT  (+/- 180 meters Scaled)
 EL0502
 EL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC234804(NAD 83)
 EL0502
 EL0502                          SUPERSEDED SURVEY CONTROL
 EL0502
 EL0502  NGVD 29 (??/??/92)  251.097  (m)          823.81   (f) ADJ UNCH    1 2
 EL0502
 EL0502.Superseded values are not recommended for survey control.
 EL0502
 EL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0502.See file dsdata.pdf to determine how the superseded data were derived.
 EL0502
 EL0502_MARKER: DB = BENCH MARK DISK
 EL0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0502_SP_SET: BRIDGE HEADWALL
 EL0502_STAMPING: K 44 1934
 EL0502_MARK LOGO: CGS
 EL0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0502
 EL0502  HISTORY     - Date     Condition        Report By
 EL0502  HISTORY     - 1934     MONUMENTED       CGS
 EL0502  HISTORY     - 1963     GOOD
 EL0502
 EL0502                          STATION DESCRIPTION
 EL0502
 EL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0502'4.7 MI W FROM RINGLING.
 EL0502'4.7 MILES WEST OF ATSFRR STATION AT RINGLING, IT IS SET ON THE
 EL0502'SOUTH SIDE OF THE WEST HEAD-WALL OF A CONCRETE ABUTMENT, OF A
 EL0502'REINFORCED CONCRETE BRIDGE ON U.S. HIGHWAY 70.  THERE ARE THREE
 EL0502'BRIDGES WITHIN THE MILE, AND IT IS THE ONE THAT IS FARTHEST WEST.
 EL0502
 EL0502                          STATION RECOVERY (1963)
 EL0502
 EL0502'RECOVERED 1963
 EL0502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0269 ***********************************************************************
 EL0269  DESIGNATION -  K 45
 EL0269  PID         -  EL0269
 EL0269  STATE/COUNTY-  OK/PONTOTOC
 EL0269  COUNTRY     -  US
 EL0269  USGS QUAD   -  ADA (2018)
 EL0269
 EL0269                         *CURRENT SURVEY CONTROL
 EL0269  ______________________________________________________________________
 EL0269* NAD 83(1986) POSITION- 34 45 31.     (N) 096 41 46.     (W)   SCALED
 EL0269* NAVD 88 ORTHO HEIGHT -   306.138 (meters)     1004.39  (feet) ADJUSTED
 EL0269  ______________________________________________________________________
 EL0269  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 EL0269  DYNAMIC HEIGHT  -        305.839 (meters)     1003.41  (feet) COMP
 EL0269  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 EL0269
 EL0269  VERT ORDER      -  SECOND    CLASS 0
 EL0269
 EL0269.The horizontal coordinates were scaled from a map and have
 EL0269.an estimated accuracy of +/- 6 seconds.
 EL0269
 EL0269.The orthometric height was determined by differential leveling and
 EL0269.adjusted by the NATIONAL GEODETIC SURVEY
 EL0269.in June 1991.
 EL0269
 EL0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0269.GEOID18 height accuracy estimate available here.
 EL0269
 EL0269.Click photographs - Photos may exist for this station.
 EL0269
 EL0269.The dynamic height is computed by dividing the NAVD 88
 EL0269.geopotential number by the normal gravity value computed on the
 EL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0269.degrees latitude (g = 980.6199 gals.).
 EL0269
 EL0269.The modeled gravity was interpolated from observed gravity values.
 EL0269
 EL0269;                    North         East    Units  Estimated Accuracy
 EL0269;SPC OK S     -   158,870.      719,370.      MT  (+/- 180 meters Scaled)
 EL0269
 EL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD108486(NAD 83)
 EL0269
 EL0269                          SUPERSEDED SURVEY CONTROL
 EL0269
 EL0269  NGVD 29 (??/??/92)  306.043  (m)         1004.08   (f) ADJ UNCH    2 0
 EL0269
 EL0269.Superseded values are not recommended for survey control.
 EL0269
 EL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0269.See file dsdata.pdf to determine how the superseded data were derived.
 EL0269
 EL0269_MARKER: DB = BENCH MARK DISK
 EL0269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0269_SP_SET: RETAINING WALL
 EL0269_STAMPING: K 45 1934
 EL0269_MARK LOGO: CGS
 EL0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0269+STABILITY: SURFACE MOTION
 EL0269
 EL0269  HISTORY     - Date     Condition        Report By
 EL0269  HISTORY     - 1934     MONUMENTED       CGS
 EL0269
 EL0269                          STATION DESCRIPTION
 EL0269
 EL0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0269'AT ADA JUNCTION.
 EL0269'AT ADA JUNCTION SET IN EIGHTH STEP BELOW WEST SIDE OF
 EL0269'ST. LOUIS - SAN FRANCISCO RAILWAY TRACK, ON NORTH RETAINING WALL
 EL0269'OF OVERPASS OVER ATCHISON TOPEKA SANTA FE RAILWAY TRACK, NEAR
 EL0269'ADA JUNCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0450 ***********************************************************************
 GH0450  DESIGNATION -  K 46
 GH0450  PID         -  GH0450
 GH0450  STATE/COUNTY-  OK/GARFIELD
 GH0450  COUNTRY     -  US
 GH0450  USGS QUAD   -  ENID EAST (2018)
 GH0450
 GH0450                         *CURRENT SURVEY CONTROL
 GH0450  ______________________________________________________________________
 GH0450* NAD 83(1986) POSITION- 36 22 46.     (N) 097 46 08.     (W)   SCALED
 GH0450* NAVD 88 ORTHO HEIGHT -   360.219 (meters)     1181.82  (feet) ADJUSTED
 GH0450  ______________________________________________________________________
 GH0450  GEOID HEIGHT    -        -27.860 (meters)                     GEOID18
 GH0450  DYNAMIC HEIGHT  -        359.901 (meters)     1180.78  (feet) COMP
 GH0450  MODELED GRAVITY -    979,740.9   (mgal)                       NAVD 88
 GH0450
 GH0450  VERT ORDER      -  SECOND    CLASS 0
 GH0450
 GH0450.The horizontal coordinates were scaled from a map and have
 GH0450.an estimated accuracy of +/- 6 seconds.
 GH0450
 GH0450.The orthometric height was determined by differential leveling and
 GH0450.adjusted by the NATIONAL GEODETIC SURVEY
 GH0450.in June 1991.
 GH0450
 GH0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0450.GEOID18 height accuracy estimate available here.
 GH0450
 GH0450.Click photographs - Photos may exist for this station.
 GH0450
 GH0450.The dynamic height is computed by dividing the NAVD 88
 GH0450.geopotential number by the normal gravity value computed on the
 GH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0450.degrees latitude (g = 980.6199 gals.).
 GH0450
 GH0450.The modeled gravity was interpolated from observed gravity values.
 GH0450
 GH0450;                    North         East    Units  Estimated Accuracy
 GH0450;SPC OK N     -   153,080.      620,740.      MT  (+/- 180 meters Scaled)
 GH0450
 GH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF104267(NAD 83)
 GH0450
 GH0450                          SUPERSEDED SURVEY CONTROL
 GH0450
 GH0450  NGVD 29 (??/??/92)  360.084  (m)         1181.38   (f) ADJ UNCH    2 0
 GH0450
 GH0450.Superseded values are not recommended for survey control.
 GH0450
 GH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0450.See file dsdata.pdf to determine how the superseded data were derived.
 GH0450
 GH0450_MARKER: DB = BENCH MARK DISK
 GH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0450_STAMPING: K 46 1934
 GH0450_MARK LOGO: CGS
 GH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0450+STABILITY: SURFACE MOTION
 GH0450
 GH0450  HISTORY     - Date     Condition        Report By
 GH0450  HISTORY     - 1934     MONUMENTED       CGS
 GH0450
 GH0450                          STATION DESCRIPTION
 GH0450
 GH0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0450'4.1 MI W FROM FAIRMONT.
 GH0450'4.1 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0450'THE STATION AT FAIRMONT, GARFIELD COUNTY, 5 FEET NORTH OF
 GH0450'MILEPOST 538, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 GH0450'AND 5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0450'DISK, STAMPED K 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0312 ***********************************************************************
 GH0312  DESIGNATION -  K 47 RESET
 GH0312  PID         -  GH0312
 GH0312  STATE/COUNTY-  OK/NOBLE
 GH0312  COUNTRY     -  US
 GH0312  USGS QUAD   -  MORRISON (2018)
 GH0312
 GH0312                         *CURRENT SURVEY CONTROL
 GH0312  ______________________________________________________________________
 GH0312* NAD 83(1986) POSITION- 36 18 19.     (N) 097 04 02.     (W)   SCALED
 GH0312* NAVD 88 ORTHO HEIGHT -   284.01  (+/-2cm)      931.8   (feet) VERTCON3
 GH0312  ______________________________________________________________________
 GH0312  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 GH0312  VERT ORDER      -  THIRD (See Below)
 GH0312
 GH0312.The horizontal coordinates were scaled from a map and have
 GH0312.an estimated accuracy of +/- 6 seconds.
 GH0312
 GH0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0312
 GH0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0312.GEOID18 height accuracy estimate available here.
 GH0312
 GH0312.The vertical order pertains to the NGVD 29 superseded value.
 GH0312
 GH0312.Click photographs - Photos may exist for this station.
 GH0312
 GH0312;                    North         East    Units  Estimated Accuracy
 GH0312;SPC OK N     -   145,230.      683,770.      MT  (+/- 180 meters Scaled)
 GH0312
 GH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF735195(NAD 83)
 GH0312
 GH0312                          SUPERSEDED SURVEY CONTROL
 GH0312
 GH0312  NGVD 29 (??/??/??)  283.89   (m)          931.4    (f) RESET       3  
 GH0312
 GH0312.Superseded values are not recommended for survey control.
 GH0312
 GH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0312.See file dsdata.pdf to determine how the superseded data were derived.
 GH0312
 GH0312_MARKER: DB = BENCH MARK DISK
 GH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0312_STAMPING: K 47 RESET 1936
 GH0312_MARK LOGO: CGS
 GH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0312+STABILITY: SURFACE MOTION
 GH0312
 GH0312  HISTORY     - Date     Condition        Report By
 GH0312  HISTORY     - 1936     MONUMENTED       CGS
 GH0312
 GH0312                          STATION DESCRIPTION
 GH0312
 GH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GH0312'3.4 MI W FROM MORRISON.
 GH0312'3.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0312'THE STATION AT MORRISON, NOBLE COUNTY, 0.7 MILES NORTH, THENCE
 GH0312'3.0 MILES WEST OF, NEAR CORNER SECTIONS 10, 11, 14 AND 15, T
 GH0312'21 N, R 2 E, 25 FEET NORTH AND 72 FEET EAST AND 0.1 FEET HIGHER
 GH0312'THAN STATE HIGHWAY 40 AT CROSSING OF ST. LOUIS-SAN FRANCISCO
 GH0312'RAILWAY, 54 FEET WEST-NORTHWEST OF THE FIRST POLE WEST OF MILEPOST
 GH0312'494, 12 FEET SOUTHEAST OF A FENCE CORNER POST IN A CONCRETE POST.
 GH0312'A STANDARD DISK, STAMPED K 47 RESET 1936.  NOTE-- MARK HAS BEEN
 GH0312'HIT, PART OF THE TOP OF THE CONCRETE POST HAS BEEN BROKEN OFF
 GH0312'AND A SMALL PIECE OF THE METAL DISK HAS BEEN BROKEN OFF.  THE
 GH0312'POST IS STILL SOLID IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0067 ***********************************************************************
 GH0067  DESIGNATION -  K 48
 GH0067  PID         -  GH0067
 GH0067  STATE/COUNTY-  OK/CREEK
 GH0067  COUNTRY     -  US
 GH0067  USGS QUAD   -  KEYSTONE DAM (2018)
 GH0067
 GH0067                         *CURRENT SURVEY CONTROL
 GH0067  ______________________________________________________________________
 GH0067* NAD 83(1986) POSITION- 36 08 40.     (N) 096 19 56.     (W)   SCALED
 GH0067* NAVD 88 ORTHO HEIGHT -   214.111 (meters)      702.46  (feet) ADJUSTED
 GH0067  ______________________________________________________________________
 GH0067  GEOID HEIGHT    -        -28.462 (meters)                     GEOID18
 GH0067  DYNAMIC HEIGHT  -        213.923 (meters)      701.85  (feet) COMP
 GH0067  MODELED GRAVITY -    979,752.2   (mgal)                       NAVD 88
 GH0067
 GH0067  VERT ORDER      -  SECOND    CLASS 0
 GH0067
 GH0067.The horizontal coordinates were scaled from a map and have
 GH0067.an estimated accuracy of +/- 6 seconds.
 GH0067
 GH0067.The orthometric height was determined by differential leveling and
 GH0067.adjusted by the NATIONAL GEODETIC SURVEY
 GH0067.in June 1991.
 GH0067
 GH0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0067.GEOID18 height accuracy estimate available here.
 GH0067
 GH0067.Click photographs - Photos may exist for this station.
 GH0067
 GH0067.The dynamic height is computed by dividing the NAVD 88
 GH0067.geopotential number by the normal gravity value computed on the
 GH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0067.degrees latitude (g = 980.6199 gals.).
 GH0067
 GH0067.The modeled gravity was interpolated from observed gravity values.
 GH0067
 GH0067;                    North         East    Units  Estimated Accuracy
 GH0067;SPC OK N     -   128,270.      750,080.      MT  (+/- 180 meters Scaled)
 GH0067
 GH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF400032(NAD 83)
 GH0067
 GH0067                          SUPERSEDED SURVEY CONTROL
 GH0067
 GH0067  NGVD 29 (??/??/92)  214.000  (m)          702.10   (f) ADJ UNCH    2 0
 GH0067
 GH0067.Superseded values are not recommended for survey control.
 GH0067
 GH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0067.See file dsdata.pdf to determine how the superseded data were derived.
 GH0067
 GH0067_MARKER: DB = BENCH MARK DISK
 GH0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0067_SP_SET: BRIDGE
 GH0067_STAMPING: K 48 1934
 GH0067_MARK LOGO: CGS
 GH0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0067
 GH0067  HISTORY     - Date     Condition        Report By
 GH0067  HISTORY     - 1934     MONUMENTED       CGS
 GH0067
 GH0067                          STATION DESCRIPTION
 GH0067
 GH0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0067'3.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0067'STATION AT MANNFORD, CREEK COUNTY, AT BRIDGE NO. 445.2 OVER SALT
 GH0067'CREEK, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL, 12 FEET
 GH0067'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 GH0067'THAN THE TRACK.  A STANDARD DISK, STAMPED K 48 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0221 ***********************************************************************
 FJ0221  DESIGNATION -  K 49
 FJ0221  PID         -  FJ0221
 FJ0221  STATE/COUNTY-  OK/LINCOLN
 FJ0221  COUNTRY     -  US
 FJ0221  USGS QUAD   -  STROUD NORTH (2018)
 FJ0221
 FJ0221                         *CURRENT SURVEY CONTROL
 FJ0221  ______________________________________________________________________
 FJ0221* NAD 83(1986) POSITION- 35 52 09.     (N) 096 44 35.     (W)   SCALED
 FJ0221* NAVD 88 ORTHO HEIGHT -   283.297 (meters)      929.45  (feet) ADJUSTED
 FJ0221  ______________________________________________________________________
 FJ0221  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 FJ0221  DYNAMIC HEIGHT  -        283.038 (meters)      928.60  (feet) COMP
 FJ0221  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 FJ0221
 FJ0221  VERT ORDER      -  SECOND    CLASS 0
 FJ0221
 FJ0221.The horizontal coordinates were scaled from a map and have
 FJ0221.an estimated accuracy of +/- 6 seconds.
 FJ0221
 FJ0221.The orthometric height was determined by differential leveling and
 FJ0221.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0221.in June 1991.
 FJ0221
 FJ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0221.GEOID18 height accuracy estimate available here.
 FJ0221
 FJ0221.Click photographs - Photos may exist for this station.
 FJ0221
 FJ0221.The dynamic height is computed by dividing the NAVD 88
 FJ0221.geopotential number by the normal gravity value computed on the
 FJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0221.degrees latitude (g = 980.6199 gals.).
 FJ0221
 FJ0221.The modeled gravity was interpolated from observed gravity values.
 FJ0221
 FJ0221;                    North         East    Units  Estimated Accuracy
 FJ0221;SPC OK N     -    97,170.      713,510.      MT  (+/- 180 meters Scaled)
 FJ0221
 FJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE037717(NAD 83)
 FJ0221
 FJ0221                          SUPERSEDED SURVEY CONTROL
 FJ0221
 FJ0221  NGVD 29 (??/??/92)  283.191  (m)          929.10   (f) ADJ UNCH    2 0
 FJ0221
 FJ0221.Superseded values are not recommended for survey control.
 FJ0221
 FJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0221.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0221
 FJ0221_MARKER: DB = BENCH MARK DISK
 FJ0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0221_SP_SET: PIER
 FJ0221_STAMPING: K 49 1934
 FJ0221_MARK LOGO: CGS
 FJ0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0221
 FJ0221  HISTORY     - Date     Condition        Report By
 FJ0221  HISTORY     - 1934     MONUMENTED       CGS
 FJ0221
 FJ0221                          STATION DESCRIPTION
 FJ0221
 FJ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0221'6.5 MI N FROM KENDRICK.
 FJ0221'6.5 MILES NORTH OF ATSFRR IN THE TOP OF THE WEST CONCRETE PIER
 FJ0221'OF ATCHISON TOPEKA AND SANTA FE RAILROAD OVERHEAD BRIDGE 90B
 FJ0221'OVER EAST AND WEST SECTION LINE ROAD.  30 FEET SOUTH OF THE
 FJ0221'NORTH END OF BRIDGE.  3 FEET BELOW THE LEVEL OF THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0578 ***********************************************************************
 FH0578  DESIGNATION -  K 5
 FH0578  PID         -  FH0578
 FH0578  STATE/COUNTY-  OK/PITTSBURG
 FH0578  COUNTRY     -  US
 FH0578  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0578
 FH0578                         *CURRENT SURVEY CONTROL
 FH0578  ______________________________________________________________________
 FH0578* NAD 83(1986) POSITION- 35 07 24.     (N) 095 22 08.     (W)   SCALED
 FH0578* NAVD 88 ORTHO HEIGHT -   188.855 (meters)      619.60  (feet) ADJUSTED
 FH0578  ______________________________________________________________________
 FH0578  GEOID HEIGHT    -        -30.639 (meters)                     GEOID18
 FH0578  DYNAMIC HEIGHT  -        188.669 (meters)      618.99  (feet) COMP
 FH0578  MODELED GRAVITY -    979,642.6   (mgal)                       NAVD 88
 FH0578
 FH0578  VERT ORDER      -  FIRST     CLASS II
 FH0578
 FH0578.The horizontal coordinates were scaled from a map and have
 FH0578.an estimated accuracy of +/- 6 seconds.
 FH0578
 FH0578.The orthometric height was determined by differential leveling and
 FH0578.adjusted by the NATIONAL GEODETIC SURVEY
 FH0578.in June 1991.
 FH0578
 FH0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0578.GEOID18 height accuracy estimate available here.
 FH0578
 FH0578.Click photographs - Photos may exist for this station.
 FH0578
 FH0578.The dynamic height is computed by dividing the NAVD 88
 FH0578.geopotential number by the normal gravity value computed on the
 FH0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0578.degrees latitude (g = 980.6199 gals.).
 FH0578
 FH0578.The modeled gravity was interpolated from observed gravity values.
 FH0578
 FH0578;                    North         East    Units  Estimated Accuracy
 FH0578;SPC OK S     -   201,680.      839,800.      MT  (+/- 180 meters Scaled)
 FH0578
 FH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU841892(NAD 83)
 FH0578
 FH0578                          SUPERSEDED SURVEY CONTROL
 FH0578
 FH0578  NGVD 29 (??/??/92)  188.744  (m)          619.24   (f) ADJ UNCH    1 2
 FH0578
 FH0578.Superseded values are not recommended for survey control.
 FH0578
 FH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0578.See file dsdata.pdf to determine how the superseded data were derived.
 FH0578
 FH0578_MARKER: DB = BENCH MARK DISK
 FH0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0578_SP_SET: STONE PILLAR
 FH0578_STAMPING: 619.238 K 5 1933
 FH0578_MARK LOGO: CGS
 FH0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0578
 FH0578  HISTORY     - Date     Condition        Report By
 FH0578  HISTORY     - 1933     MONUMENTED       CGS
 FH0578
 FH0578                          STATION DESCRIPTION
 FH0578
 FH0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0578'AT QUINTON.
 FH0578'AT QUINTON, PITTSBURG COUNTY, ON THE WEST SIDE OF BROADWAY, AT
 FH0578'THE ENTRANCE TO THE FARMERS STATE BANK IN 1933, IN THE FACE
 FH0578'OF THE SOUTHEAST STONE PILLAR, AND 4 FEET ABOVE THE SIDEWALK.
 FH0578'A STANDARD DISK, STAMPED 619.238 K 5 1933 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0160 ***********************************************************************
 GH0160  DESIGNATION -  K 50
 GH0160  PID         -  GH0160
 GH0160  STATE/COUNTY-  OK/PAWNEE
 GH0160  COUNTRY     -  US
 GH0160  USGS QUAD   -  SKEDEE (2018)
 GH0160
 GH0160                         *CURRENT SURVEY CONTROL
 GH0160  ______________________________________________________________________
 GH0160* NAD 83(1986) POSITION- 36 29 14.     (N) 096 43 42.     (W)   SCALED
 GH0160* NAVD 88 ORTHO HEIGHT -   253.741 (meters)      832.48  (feet) ADJUSTED
 GH0160  ______________________________________________________________________
 GH0160  GEOID HEIGHT    -        -28.578 (meters)                     GEOID18
 GH0160  DYNAMIC HEIGHT  -        253.524 (meters)      831.77  (feet) COMP
 GH0160  MODELED GRAVITY -    979,771.5   (mgal)                       NAVD 88
 GH0160
 GH0160  VERT ORDER      -  SECOND    CLASS 0
 GH0160
 GH0160.The horizontal coordinates were scaled from a map and have
 GH0160.an estimated accuracy of +/- 6 seconds.
 GH0160
 GH0160.The orthometric height was determined by differential leveling and
 GH0160.adjusted by the NATIONAL GEODETIC SURVEY
 GH0160.in June 1991.
 GH0160
 GH0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0160.GEOID18 height accuracy estimate available here.
 GH0160
 GH0160.Click photographs - Photos may exist for this station.
 GH0160
 GH0160.The dynamic height is computed by dividing the NAVD 88
 GH0160.geopotential number by the normal gravity value computed on the
 GH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0160.degrees latitude (g = 980.6199 gals.).
 GH0160
 GH0160.The modeled gravity was interpolated from observed gravity values.
 GH0160
 GH0160;                    North         East    Units  Estimated Accuracy
 GH0160;SPC OK N     -   165,760.      713,940.      MT  (+/- 180 meters Scaled)
 GH0160
 GH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF034403(NAD 83)
 GH0160
 GH0160                          SUPERSEDED SURVEY CONTROL
 GH0160
 GH0160  NGVD 29 (??/??/92)  253.637  (m)          832.14   (f) ADJ UNCH    2 0
 GH0160
 GH0160.Superseded values are not recommended for survey control.
 GH0160
 GH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0160.See file dsdata.pdf to determine how the superseded data were derived.
 GH0160
 GH0160_MARKER: DB = BENCH MARK DISK
 GH0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0160_STAMPING: K 50 1934
 GH0160_MARK LOGO: CGS
 GH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0160+STABILITY: SURFACE MOTION
 GH0160
 GH0160  HISTORY     - Date     Condition        Report By
 GH0160  HISTORY     - 1934     MONUMENTED       CGS
 GH0160  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0160
 GH0160                          STATION DESCRIPTION
 GH0160
 GH0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0160'1.5 MI S FROM RALSTON.
 GH0160'1.5 MILES SOUTH OF AT AND SF RR DEPOT, AT RALSTON 288 FEET
 GH0160'NORTHWEST OF CULVERT 44B.  156 FEET WEST OF NORTH AND SOUTH
 GH0160'SECTION LINE ROAD.  33 FEET EAST OF THE CENTERLINE OF ATCHISON
 GH0160'TOPEKA AND SANTA FE RAILROAD.
 GH0160
 GH0160                          STATION RECOVERY (1976)
 GH0160
 GH0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0316 ***********************************************************************
 GH0316  DESIGNATION -  K 51
 GH0316  PID         -  GH0316
 GH0316  STATE/COUNTY-  OK/PAYNE
 GH0316  COUNTRY     -  US
 GH0316  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0316
 GH0316                         *CURRENT SURVEY CONTROL
 GH0316  ______________________________________________________________________
 GH0316* NAD 83(1986) POSITION- 36 13 02.     (N) 097 04 09.     (W)   SCALED
 GH0316* NAVD 88 ORTHO HEIGHT -   303.737 (meters)      996.51  (feet) ADJUSTED
 GH0316  ______________________________________________________________________
 GH0316  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 GH0316  DYNAMIC HEIGHT  -        303.467 (meters)      995.62  (feet) COMP
 GH0316  MODELED GRAVITY -    979,735.2   (mgal)                       NAVD 88
 GH0316
 GH0316  VERT ORDER      -  SECOND    CLASS 0
 GH0316
 GH0316.The horizontal coordinates were scaled from a map and have
 GH0316.an estimated accuracy of +/- 6 seconds.
 GH0316
 GH0316.The orthometric height was determined by differential leveling and
 GH0316.adjusted by the NATIONAL GEODETIC SURVEY
 GH0316.in June 1991.
 GH0316
 GH0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0316.GEOID18 height accuracy estimate available here.
 GH0316
 GH0316.Click photographs - Photos may exist for this station.
 GH0316
 GH0316.The dynamic height is computed by dividing the NAVD 88
 GH0316.geopotential number by the normal gravity value computed on the
 GH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0316.degrees latitude (g = 980.6199 gals.).
 GH0316
 GH0316.The modeled gravity was interpolated from observed gravity values.
 GH0316
 GH0316;                    North         East    Units  Estimated Accuracy
 GH0316;SPC OK N     -   135,460.      683,690.      MT  (+/- 180 meters Scaled)
 GH0316
 GH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF735097(NAD 83)
 GH0316
 GH0316                          SUPERSEDED SURVEY CONTROL
 GH0316
 GH0316  NGVD 29 (??/??/92)  303.616  (m)          996.11   (f) ADJ UNCH    2 0
 GH0316
 GH0316.Superseded values are not recommended for survey control.
 GH0316
 GH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0316.See file dsdata.pdf to determine how the superseded data were derived.
 GH0316
 GH0316_MARKER: DB = BENCH MARK DISK
 GH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0316_STAMPING: K 51 1934
 GH0316_MARK LOGO: CGS
 GH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0316+STABILITY: SURFACE MOTION
 GH0316
 GH0316  HISTORY     - Date     Condition        Report By
 GH0316  HISTORY     - 1934     MONUMENTED       CGS
 GH0316  HISTORY     - 1964     MARK NOT FOUND   USGS
 GH0316
 GH0316                          STATION DESCRIPTION
 GH0316
 GH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0316'3.8 MI S FROM MORRISON.
 GH0316'IN PAYNE COUNTY, 3.8 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE
 GH0316'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT MORRISON, NOBLE COUNTY,
 GH0316'AT A ROAD INTERSECTION, 60 FEET SOUTH OF THE EAST-AND-WEST
 GH0316'SECTION-LINE ROAD, 87 FEET SOUTHEAST OF THE SOUTH END OF A
 GH0316'CONCRETE CULVERT UNDER THE SECTION-LINE ROAD, 54 FEET EAST OF THE
 GH0316'CENTERLINE OF THE HIGHWAY, AND 13 FEET SOUTH OF A FENCE CORNER.
 GH0316'A STANDARD DISK, STAMPED K 51 1934 AND SET IN THE TOP OF A CONCRETE
 GH0316'POST.
 GH0316
 GH0316                          STATION RECOVERY (1964)
 GH0316
 GH0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GH0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0556 ***********************************************************************
 FH0556  DESIGNATION -  K 54
 FH0556  PID         -  FH0556
 FH0556  STATE/COUNTY-  OK/MUSKOGEE
 FH0556  COUNTRY     -  US
 FH0556  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0556
 FH0556                         *CURRENT SURVEY CONTROL
 FH0556  ______________________________________________________________________
 FH0556* NAD 83(1986) POSITION- 35 39 16.     (N) 095 21 23.     (W)   SCALED
 FH0556* NAVD 88 ORTHO HEIGHT -   179.407 (meters)      588.60  (feet) ADJUSTED
 FH0556  ______________________________________________________________________
 FH0556  GEOID HEIGHT    -        -29.574 (meters)                     GEOID18
 FH0556  DYNAMIC HEIGHT  -        179.243 (meters)      588.07  (feet) COMP
 FH0556  MODELED GRAVITY -    979,713.5   (mgal)                       NAVD 88
 FH0556
 FH0556  VERT ORDER      -  SECOND    CLASS 0
 FH0556
 FH0556.This mark is at Davis Field Airport (MKO)
 FH0556
 FH0556.The horizontal coordinates were scaled from a map and have
 FH0556.an estimated accuracy of +/- 6 seconds.
 FH0556
 FH0556.The orthometric height was determined by differential leveling and
 FH0556.adjusted by the NATIONAL GEODETIC SURVEY
 FH0556.in June 1991.
 FH0556
 FH0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0556.GEOID18 height accuracy estimate available here.
 FH0556
 FH0556.Click photographs - Photos may exist for this station.
 FH0556
 FH0556.The dynamic height is computed by dividing the NAVD 88
 FH0556.geopotential number by the normal gravity value computed on the
 FH0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0556.degrees latitude (g = 980.6199 gals.).
 FH0556
 FH0556.The modeled gravity was interpolated from observed gravity values.
 FH0556
 FH0556;                    North         East    Units  Estimated Accuracy
 FH0556;SPC OK N     -    75,870.      839,360.      MT  (+/- 180 meters Scaled)
 FH0556
 FH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV866481(NAD 83)
 FH0556
 FH0556                          SUPERSEDED SURVEY CONTROL
 FH0556
 FH0556  NGVD 29 (??/??/92)  179.291  (m)          588.22   (f) ADJ UNCH    2 0
 FH0556
 FH0556.Superseded values are not recommended for survey control.
 FH0556
 FH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0556.See file dsdata.pdf to determine how the superseded data were derived.
 FH0556
 FH0556_MARKER: DB = BENCH MARK DISK
 FH0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0556_STAMPING: K 54 1957
 FH0556_MARK LOGO: CGS
 FH0556_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0556+STABILITY: SURFACE MOTION
 FH0556
 FH0556  HISTORY     - Date     Condition        Report By
 FH0556  HISTORY     - 1957     MONUMENTED       CGS
 FH0556  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0556
 FH0556                          STATION DESCRIPTION
 FH0556
 FH0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0556'8 MI S FROM MUSKOGEE.
 FH0556'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0556'STATION AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 FH0556'ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, THENCE 1.15
 FH0556'MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST AND
 FH0556'SOUTHEAST RUNWAY AT DAVIS FIELD, 500 FEET NORTHEAST OF THE
 FH0556'CENTER LINE OF A PROPOSED RUNWAY, 1.5 FEET WEST OF A WITNESS
 FH0556'POST, 2000 FEET SOUTHEAST OF BENCH MARK M 54, SET IN THE TOP
 FH0556'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FH0556
 FH0556                          STATION RECOVERY (1974)
 FH0556
 FH0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0464 ***********************************************************************
 EL0464  DESIGNATION -  K 56
 EL0464  PID         -  EL0464
 EL0464  STATE/COUNTY-  OK/MURRAY
 EL0464  COUNTRY     -  US
 EL0464  USGS QUAD   -  DOUGHERTY (2018)
 EL0464
 EL0464                         *CURRENT SURVEY CONTROL
 EL0464  ______________________________________________________________________
 EL0464* NAD 83(1986) POSITION- 34 29 40.     (N) 097 03 15.     (W)   SCALED
 EL0464* NAVD 88 ORTHO HEIGHT -   294.411 (meters)      965.91  (feet) ADJUSTED
 EL0464  ______________________________________________________________________
 EL0464  GEOID HEIGHT    -        -25.296 (meters)                     GEOID18
 EL0464  DYNAMIC HEIGHT  -        294.123 (meters)      964.97  (feet) COMP
 EL0464  MODELED GRAVITY -    979,645.7   (mgal)                       NAVD 88
 EL0464
 EL0464  VERT ORDER      -  SECOND    CLASS 0
 EL0464
 EL0464.The horizontal coordinates were scaled from a map and have
 EL0464.an estimated accuracy of +/- 6 seconds.
 EL0464
 EL0464.The orthometric height was determined by differential leveling and
 EL0464.adjusted by the NATIONAL GEODETIC SURVEY
 EL0464.in June 1991.
 EL0464
 EL0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0464.GEOID18 height accuracy estimate available here.
 EL0464
 EL0464.Click photographs - Photos may exist for this station.
 EL0464
 EL0464.The dynamic height is computed by dividing the NAVD 88
 EL0464.geopotential number by the normal gravity value computed on the
 EL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0464.degrees latitude (g = 980.6199 gals.).
 EL0464
 EL0464.The modeled gravity was interpolated from observed gravity values.
 EL0464
 EL0464;                    North         East    Units  Estimated Accuracy
 EL0464;SPC OK S     -   129,200.      686,860.      MT  (+/- 180 meters Scaled)
 EL0464
 EL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD786186(NAD 83)
 EL0464
 EL0464                          SUPERSEDED SURVEY CONTROL
 EL0464
 EL0464  NGVD 29 (??/??/92)  294.337  (m)          965.67   (f) ADJ UNCH    2 0
 EL0464
 EL0464.Superseded values are not recommended for survey control.
 EL0464
 EL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0464.See file dsdata.pdf to determine how the superseded data were derived.
 EL0464
 EL0464_MARKER: DB = BENCH MARK DISK
 EL0464_SETTING: 66 = SET IN ROCK OUTCROP
 EL0464_STAMPING: K 56 1934
 EL0464_MARK LOGO: CGS
 EL0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0464+STABILITY: POSITION/ELEVATION WELL
 EL0464
 EL0464  HISTORY     - Date     Condition        Report By
 EL0464  HISTORY     - 1934     MONUMENTED       CGS
 EL0464  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0464
 EL0464                          STATION DESCRIPTION
 EL0464
 EL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0464'3.7 MI E FROM DAVIS.
 EL0464'3.7 MILES EAST OF G.C. AND SF RR. JUNCTION AT DAVIS.  150 FEET
 EL0464'EAST OF MILE POST 4.  90 FEET EAST OF CENTER LINE OF SECTION
 EL0464'LINE ROAD, CROSSING GULF-COLORADO AND SANTA FE RAILROAD TRACK.
 EL0464'10 FEET NORTH OF THE NEAREST RAIL OF RAILROAD TRACK.  SET IN
 EL0464'OUTCROP OF ROCK LEVEL WITH THE TRACK.
 EL0464
 EL0464                          STATION RECOVERY (1963)
 EL0464
 EL0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0237 ***********************************************************************
 EL0237  DESIGNATION -  K 57
 EL0237  PID         -  EL0237
 EL0237  STATE/COUNTY-  OK/PONTOTOC
 EL0237  COUNTRY     -  US
 EL0237  USGS QUAD   -  ADA (2018)
 EL0237
 EL0237                         *CURRENT SURVEY CONTROL
 EL0237  ______________________________________________________________________
 EL0237* NAD 83(1986) POSITION- 34 47 16.     (N) 096 39 07.     (W)   SCALED
 EL0237* NAVD 88 ORTHO HEIGHT -   301.564 (meters)      989.38  (feet) ADJUSTED
 EL0237  ______________________________________________________________________
 EL0237  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 EL0237  DYNAMIC HEIGHT  -        301.269 (meters)      988.41  (feet) COMP
 EL0237  MODELED GRAVITY -    979,647.8   (mgal)                       NAVD 88
 EL0237
 EL0237  VERT ORDER      -  SECOND    CLASS 0
 EL0237
 EL0237.The horizontal coordinates were scaled from a map and have
 EL0237.an estimated accuracy of +/- 6 seconds.
 EL0237
 EL0237.The orthometric height was determined by differential leveling and
 EL0237.adjusted by the NATIONAL GEODETIC SURVEY
 EL0237.in June 1991.
 EL0237
 EL0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0237.GEOID18 height accuracy estimate available here.
 EL0237
 EL0237.Click photographs - Photos may exist for this station.
 EL0237
 EL0237.The dynamic height is computed by dividing the NAVD 88
 EL0237.geopotential number by the normal gravity value computed on the
 EL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0237.degrees latitude (g = 980.6199 gals.).
 EL0237
 EL0237.The modeled gravity was interpolated from observed gravity values.
 EL0237
 EL0237;                    North         East    Units  Estimated Accuracy
 EL0237;SPC OK S     -   162,160.      723,370.      MT  (+/- 180 meters Scaled)
 EL0237
 EL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD148520(NAD 83)
 EL0237
 EL0237                          SUPERSEDED SURVEY CONTROL
 EL0237
 EL0237  NGVD 29 (??/??/92)  301.466  (m)          989.06   (f) ADJ UNCH    2 0
 EL0237
 EL0237.Superseded values are not recommended for survey control.
 EL0237
 EL0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0237.See file dsdata.pdf to determine how the superseded data were derived.
 EL0237
 EL0237_MARKER: DB = BENCH MARK DISK
 EL0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0237_STAMPING: K 57 1934
 EL0237_MARK LOGO: CGS
 EL0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0237+STABILITY: SURFACE MOTION
 EL0237
 EL0237  HISTORY     - Date     Condition        Report By
 EL0237  HISTORY     - 1934     MONUMENTED       CGS
 EL0237  HISTORY     - 1957     GOOD             USGS
 EL0237
 EL0237                          STATION DESCRIPTION
 EL0237
 EL0237'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 EL0237'1.9 MI NE FROM ADA.
 EL0237'1.9 MI. NE ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EL0237'STATION AT ADA, PONTOTOC COUNTY, 150 FT. SW OF POLE 546/15, AT
 EL0237'THE CROSSING OF A SECTION-LINE RD., 43 FT. S. OF THE S. RAIL,
 EL0237'61 FT. S. AND 23 FT. W. OF RD. AT RR X-ING.  A STANDARD DISK,
 EL0237'STAMPED K-57-1934 AND SET IN THE TOP OF A CONCRETE POST.
 EL0237'(C AND GS LIST 26)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0068 ***********************************************************************
 FJ0068  DESIGNATION -  K 58
 FJ0068  PID         -  FJ0068
 FJ0068  STATE/COUNTY-  OK/HUGHES
 FJ0068  COUNTRY     -  US
 FJ0068  USGS QUAD   -  YEAGER (2018)
 FJ0068
 FJ0068                         *CURRENT SURVEY CONTROL
 FJ0068  ______________________________________________________________________
 FJ0068* NAD 83(1986) POSITION- 35 13 39.     (N) 096 15 53.     (W)   SCALED
 FJ0068* NAVD 88 ORTHO HEIGHT -   225.417 (meters)      739.56  (feet) ADJUSTED
 FJ0068  ______________________________________________________________________
 FJ0068  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 FJ0068  DYNAMIC HEIGHT  -        225.200 (meters)      738.84  (feet) COMP
 FJ0068  MODELED GRAVITY -    979,665.9   (mgal)                       NAVD 88
 FJ0068
 FJ0068  VERT ORDER      -  SECOND    CLASS 0
 FJ0068
 FJ0068.The horizontal coordinates were scaled from a map and have
 FJ0068.an estimated accuracy of +/- 6 seconds.
 FJ0068
 FJ0068.The orthometric height was determined by differential leveling and
 FJ0068.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0068.in June 1991.
 FJ0068
 FJ0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0068.GEOID18 height accuracy estimate available here.
 FJ0068
 FJ0068.Click photographs - Photos may exist for this station.
 FJ0068
 FJ0068.The dynamic height is computed by dividing the NAVD 88
 FJ0068.geopotential number by the normal gravity value computed on the
 FJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0068.degrees latitude (g = 980.6199 gals.).
 FJ0068
 FJ0068.The modeled gravity was interpolated from observed gravity values.
 FJ0068
 FJ0068;                    North         East    Units  Estimated Accuracy
 FJ0068;SPC OK S     -   211,470.      757,960.      MT  (+/- 180 meters Scaled)
 FJ0068
 FJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE489017(NAD 83)
 FJ0068
 FJ0068                          SUPERSEDED SURVEY CONTROL
 FJ0068
 FJ0068  NGVD 29 (??/??/92)  225.305  (m)          739.19   (f) ADJ UNCH    2 0
 FJ0068
 FJ0068.Superseded values are not recommended for survey control.
 FJ0068
 FJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0068.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0068
 FJ0068_MARKER: DB = BENCH MARK DISK
 FJ0068_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0068_SP_SET: BOX CULVEERT RETAINING WALL
 FJ0068_STAMPING: K 58 1934
 FJ0068_MARK LOGO: CGS
 FJ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0068+STABILITY: SURFACE MOTION
 FJ0068
 FJ0068  HISTORY     - Date     Condition        Report By
 FJ0068  HISTORY     - 1934     MONUMENTED       CGS
 FJ0068
 FJ0068                          STATION DESCRIPTION
 FJ0068
 FJ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0068'1.7 MI SW FROM WETUMKA.
 FJ0068'1.7 MILES SOUTHWEST OF STL AND SF RR. STATION AT WETUMKA.  SET
 FJ0068'IN THE CENTER OF A RETAINING WALL OF A 6 FOOT SQUARE CONCRETE
 FJ0068'BOX CULVERT, OF THE SAINT LOUIS AND SAN FRANCISCO RAILROAD.
 FJ0068'50 FEET SOUTHWEST OF MILE POLE 505/30.  12 FEET NORTHWEST OF
 FJ0068'THE NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0457 ***********************************************************************
 FH0457  DESIGNATION -  K 59
 FH0457  PID         -  FH0457
 FH0457  STATE/COUNTY-  OK/MUSKOGEE
 FH0457  COUNTRY     -  US
 FH0457  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0457
 FH0457                         *CURRENT SURVEY CONTROL
 FH0457  ______________________________________________________________________
 FH0457* NAD 83(1986) POSITION- 35 43 40.     (N) 095 22 44.     (W)   SCALED
 FH0457* NAVD 88 ORTHO HEIGHT -   168.298 (meters)      552.16  (feet) ADJUSTED
 FH0457  ______________________________________________________________________
 FH0457  GEOID HEIGHT    -        -29.483 (meters)                     GEOID18
 FH0457  DYNAMIC HEIGHT  -        168.146 (meters)      551.66  (feet) COMP
 FH0457  MODELED GRAVITY -    979,724.2   (mgal)                       NAVD 88
 FH0457
 FH0457  VERT ORDER      -  SECOND    CLASS 0
 FH0457
 FH0457.The horizontal coordinates were scaled from a map and have
 FH0457.an estimated accuracy of +/- 6 seconds.
 FH0457
 FH0457.The orthometric height was determined by differential leveling and
 FH0457.adjusted by the NATIONAL GEODETIC SURVEY
 FH0457.in June 1991.
 FH0457
 FH0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0457.GEOID18 height accuracy estimate available here.
 FH0457
 FH0457.Click photographs - Photos may exist for this station.
 FH0457
 FH0457.The dynamic height is computed by dividing the NAVD 88
 FH0457.geopotential number by the normal gravity value computed on the
 FH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0457.degrees latitude (g = 980.6199 gals.).
 FH0457
 FH0457.The modeled gravity was interpolated from observed gravity values.
 FH0457
 FH0457;                    North         East    Units  Estimated Accuracy
 FH0457;SPC OK N     -    83,950.      837,100.      MT  (+/- 180 meters Scaled)
 FH0457
 FH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV848563(NAD 83)
 FH0457
 FH0457                          SUPERSEDED SURVEY CONTROL
 FH0457
 FH0457  NGVD 29 (??/??/92)  168.186  (m)          551.79   (f) ADJ UNCH    2 0
 FH0457
 FH0457.Superseded values are not recommended for survey control.
 FH0457
 FH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0457.See file dsdata.pdf to determine how the superseded data were derived.
 FH0457
 FH0457_MARKER: DB = BENCH MARK DISK
 FH0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0457_SP_SET: BRIDGE
 FH0457_STAMPING: K 59 1934
 FH0457_MARK LOGO: CGS
 FH0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0457
 FH0457  HISTORY     - Date     Condition        Report By
 FH0457  HISTORY     - 1934     MONUMENTED       CGS
 FH0457  HISTORY     - 1960     GOOD             CGS
 FH0457
 FH0457                          STATION DESCRIPTION
 FH0457
 FH0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0457'1.1 MI SW FROM MUSKOGEE.
 FH0457'ABOUT 1.5 MILES SOUTH-SOUTHWEST OF THE MUSKOGEE RAILROAD STATION
 FH0457'AND ABOUT 135 YARDS SOUTH OF TWO SEMAPHORE TOWERS THAT ARE AT THE
 FH0457'SOUTH END OF RAILROAD SIDINGS.  MARK RECOVERED ON THE TOP OF THE
 FH0457'WEST SIDE OF THE SOUTH RETAINING WALL OF BRIDGE 505.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0646 ***********************************************************************
 FH0646  DESIGNATION -  K 6
 FH0646  PID         -  FH0646
 FH0646  STATE/COUNTY-  OK/PITTSBURG
 FH0646  COUNTRY     -  US
 FH0646  USGS QUAD   -  BLOCKER (2018)
 FH0646
 FH0646                         *CURRENT SURVEY CONTROL
 FH0646  ______________________________________________________________________
 FH0646* NAD 83(1986) POSITION- 35 04 48.     (N) 095 37 24.     (W)   SCALED
 FH0646* NAVD 88 ORTHO HEIGHT -   181.995 (meters)      597.10  (feet) ADJUSTED
 FH0646  ______________________________________________________________________
 FH0646  GEOID HEIGHT    -        -30.250 (meters)                     GEOID18
 FH0646  DYNAMIC HEIGHT  -        181.815 (meters)      596.50  (feet) COMP
 FH0646  MODELED GRAVITY -    979,640.3   (mgal)                       NAVD 88
 FH0646
 FH0646  VERT ORDER      -  FIRST     CLASS II
 FH0646
 FH0646.The horizontal coordinates were scaled from a map and have
 FH0646.an estimated accuracy of +/- 6 seconds.
 FH0646
 FH0646.The orthometric height was determined by differential leveling and
 FH0646.adjusted by the NATIONAL GEODETIC SURVEY
 FH0646.in June 1991.
 FH0646
 FH0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0646.GEOID18 height accuracy estimate available here.
 FH0646
 FH0646.Click photographs - Photos may exist for this station.
 FH0646
 FH0646.The dynamic height is computed by dividing the NAVD 88
 FH0646.geopotential number by the normal gravity value computed on the
 FH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0646.degrees latitude (g = 980.6199 gals.).
 FH0646
 FH0646.The modeled gravity was interpolated from observed gravity values.
 FH0646
 FH0646;                    North         East    Units  Estimated Accuracy
 FH0646;SPC OK S     -   196,300.      816,720.      MT  (+/- 180 meters Scaled)
 FH0646
 FH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU608850(NAD 83)
 FH0646
 FH0646                          SUPERSEDED SURVEY CONTROL
 FH0646
 FH0646  NGVD 29 (??/??/92)  181.887  (m)          596.74   (f) ADJ UNCH    1 2
 FH0646
 FH0646.Superseded values are not recommended for survey control.
 FH0646
 FH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0646.See file dsdata.pdf to determine how the superseded data were derived.
 FH0646
 FH0646_MARKER: DB = BENCH MARK DISK
 FH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0646_STAMPING: K 6 1933
 FH0646_MARK LOGO: CGS
 FH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0646+STABILITY: SURFACE MOTION
 FH0646
 FH0646  HISTORY     - Date     Condition        Report By
 FH0646  HISTORY     - 1933     MONUMENTED       CGS
 FH0646
 FH0646                          STATION DESCRIPTION
 FH0646
 FH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0646'3.7 MI W FROM BLOCKER.
 FH0646'3.7 MILES WEST.  AT FARM GRADE CROSSING 6 FT. EAST OF GATE
 FH0646'AND 0.5 MILE EAST OF R.R. SIDING.  48 FT. NORTH OF CENTER LINE
 FH0646'OF F.S. AND W.R.R. AT MILE POST 78-01 3/4 POLES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0647 ***********************************************************************
 FH0647  DESIGNATION -  K 6 RESET
 FH0647  PID         -  FH0647
 FH0647  STATE/COUNTY-  OK/PITTSBURG
 FH0647  COUNTRY     -  US
 FH0647  USGS QUAD   -  BLOCKER (2018)
 FH0647
 FH0647                         *CURRENT SURVEY CONTROL
 FH0647  ______________________________________________________________________
 FH0647* NAD 83(1986) POSITION- 35 04 48.     (N) 095 37 23.     (W)   SCALED
 FH0647* NAVD 88 ORTHO HEIGHT -   182.77  (+/-2cm)      599.6   (feet) VERTCON3
 FH0647  ______________________________________________________________________
 FH0647  GEOID HEIGHT    -        -30.251 (meters)                     GEOID18
 FH0647  VERT ORDER      -  THIRD (See Below)
 FH0647
 FH0647.The horizontal coordinates were scaled from a map and have
 FH0647.an estimated accuracy of +/- 6 seconds.
 FH0647
 FH0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH0647
 FH0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0647.GEOID18 height accuracy estimate available here.
 FH0647
 FH0647.The vertical order pertains to the NGVD 29 superseded value.
 FH0647
 FH0647.Click photographs - Photos may exist for this station.
 FH0647
 FH0647;                    North         East    Units  Estimated Accuracy
 FH0647;SPC OK S     -   196,300.      816,750.      MT  (+/- 180 meters Scaled)
 FH0647
 FH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU608850(NAD 83)
 FH0647
 FH0647                          SUPERSEDED SURVEY CONTROL
 FH0647
 FH0647  NGVD 29 (??/??/??)  182.66   (m)          599.3    (f) RESET       3  
 FH0647
 FH0647.Superseded values are not recommended for survey control.
 FH0647
 FH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0647.See file dsdata.pdf to determine how the superseded data were derived.
 FH0647
 FH0647_MARKER: DB = BENCH MARK DISK
 FH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0647_STAMPING: K 6 RESET 1962
 FH0647_MARK LOGO: CGS
 FH0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0647+STABILITY: SURFACE MOTION
 FH0647
 FH0647  HISTORY     - Date     Condition        Report By
 FH0647  HISTORY     - 1962     MONUMENTED       USACE
 FH0647  HISTORY     - 1969     MARK NOT FOUND   USGS
 FH0647
 FH0647                          STATION DESCRIPTION
 FH0647
 FH0647'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1962
 FH0647'3.7 MI W FROM BLOCKER.
 FH0647'3.7 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0647'RAILWAY FROM BLOCKER, 125 FEET NORTH OF A SMALL FARMHOUSE,
 FH0647'AT A FARM-ROAD CROSSING, 48 FEET NORTH OF THE OLD ROADBED,
 FH0647'AND 6 FEET EAST OF A GATE, AND SET IN THE TOP OF A CONCRETE
 FH0647'POST.  NOTE-- THIS MARK WAS MOVED 160 FEET LEFT OF STATION
 FH0647'85+27 32.
 FH0647
 FH0647                          STATION RECOVERY (1969)
 FH0647
 FH0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FH0647'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0443 ***********************************************************************
 FH0443  DESIGNATION -  K 60
 FH0443  PID         -  FH0443
 FH0443  STATE/COUNTY-  OK/MUSKOGEE
 FH0443  COUNTRY     -  US
 FH0443  USGS QUAD   -  OKTAHA (2018)
 FH0443
 FH0443                         *CURRENT SURVEY CONTROL
 FH0443  ______________________________________________________________________
 FH0443* NAD 83(1986) POSITION- 35 34 28.     (N) 095 28 53.     (W)   SCALED
 FH0443* NAVD 88 ORTHO HEIGHT -   179.910 (meters)      590.25  (feet) ADJUSTED
 FH0443  ______________________________________________________________________
 FH0443  GEOID HEIGHT    -        -29.661 (meters)                     GEOID18
 FH0443  DYNAMIC HEIGHT  -        179.744 (meters)      589.71  (feet) COMP
 FH0443  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 FH0443
 FH0443  VERT ORDER      -  SECOND    CLASS 0
 FH0443
 FH0443.The horizontal coordinates were scaled from a map and have
 FH0443.an estimated accuracy of +/- 6 seconds.
 FH0443
 FH0443.The orthometric height was determined by differential leveling and
 FH0443.adjusted by the NATIONAL GEODETIC SURVEY
 FH0443.in June 1991.
 FH0443
 FH0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0443.GEOID18 height accuracy estimate available here.
 FH0443
 FH0443.Click photographs - Photos may exist for this station.
 FH0443
 FH0443.The dynamic height is computed by dividing the NAVD 88
 FH0443.geopotential number by the normal gravity value computed on the
 FH0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0443.degrees latitude (g = 980.6199 gals.).
 FH0443
 FH0443.The modeled gravity was interpolated from observed gravity values.
 FH0443
 FH0443;                    North         East    Units  Estimated Accuracy
 FH0443;SPC OK N     -    66,700.      828,280.      MT  (+/- 180 meters Scaled)
 FH0443
 FH0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV751395(NAD 83)
 FH0443
 FH0443                          SUPERSEDED SURVEY CONTROL
 FH0443
 FH0443  NGVD 29 (??/??/92)  179.802  (m)          589.90   (f) ADJ UNCH    2 0
 FH0443
 FH0443.Superseded values are not recommended for survey control.
 FH0443
 FH0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0443.See file dsdata.pdf to determine how the superseded data were derived.
 FH0443
 FH0443_MARKER: DB = BENCH MARK DISK
 FH0443_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0443_STAMPING: K 60 1934
 FH0443_MARK LOGO: CGS
 FH0443_PROJECTION: FLUSH
 FH0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0443
 FH0443  HISTORY     - Date     Condition        Report By
 FH0443  HISTORY     - 1934     MONUMENTED       CGS
 FH0443  HISTORY     - 1969     GOOD             USGS
 FH0443
 FH0443                          STATION DESCRIPTION
 FH0443
 FH0443'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FH0443'AT OKTAHA.
 FH0443'AT OKTAHA, MUSKOGEE COUNTY, 58 FT. S. OF AN E-W ROAD, 64 W. OF
 FH0443'CAN OF RW TRACK, 103 FT. SW OF RR CROSSING, A STANDARD DISC
 FH0443'STAMPED K 60 1934 SET IN A CONC. POST FLUSH WITH THE GROUND AND IN
 FH0443'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0462 ***********************************************************************
 DN0462  DESIGNATION -  K 61
 DN0462  PID         -  DN0462
 DN0462  STATE/COUNTY-  OK/MARSHALL
 DN0462  COUNTRY     -  US
 DN0462  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN0462
 DN0462                         *CURRENT SURVEY CONTROL
 DN0462  ______________________________________________________________________
 DN0462* NAD 83(1986) POSITION- 33 56 19.     (N) 096 39 03.     (W)   SCALED
 DN0462* NAVD 88 ORTHO HEIGHT -   191.405 (meters)      627.97  (feet) ADJUSTED
 DN0462  ______________________________________________________________________
 DN0462  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DN0462  DYNAMIC HEIGHT  -        191.202 (meters)      627.30  (feet) COMP
 DN0462  MODELED GRAVITY -    979,569.4   (mgal)                       NAVD 88
 DN0462
 DN0462  VERT ORDER      -  FIRST     CLASS II
 DN0462
 DN0462.The horizontal coordinates were scaled from a map and have
 DN0462.an estimated accuracy of +/- 6 seconds.
 DN0462
 DN0462.The orthometric height was determined by differential leveling and
 DN0462.adjusted by the NATIONAL GEODETIC SURVEY
 DN0462.in June 1991.
 DN0462
 DN0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0462.GEOID18 height accuracy estimate available here.
 DN0462
 DN0462.Click photographs - Photos may exist for this station.
 DN0462
 DN0462.The dynamic height is computed by dividing the NAVD 88
 DN0462.geopotential number by the normal gravity value computed on the
 DN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0462.degrees latitude (g = 980.6199 gals.).
 DN0462
 DN0462.The modeled gravity was interpolated from observed gravity values.
 DN0462
 DN0462;                    North         East    Units  Estimated Accuracy
 DN0462;SPC OK S     -    67,970.      724,730.      MT  (+/- 180 meters Scaled)
 DN0462
 DN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC171578(NAD 83)
 DN0462
 DN0462                          SUPERSEDED SURVEY CONTROL
 DN0462
 DN0462  NGVD 29 (??/??/92)  191.377  (m)          627.88   (f) ADJ UNCH    1 2
 DN0462
 DN0462.Superseded values are not recommended for survey control.
 DN0462
 DN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0462.See file dsdata.pdf to determine how the superseded data were derived.
 DN0462
 DN0462_MARKER: DB = BENCH MARK DISK
 DN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0462_STAMPING: K 61 1934
 DN0462_MARK LOGO: CGS
 DN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0462+STABILITY: SURFACE MOTION
 DN0462
 DN0462  HISTORY     - Date     Condition        Report By
 DN0462  HISTORY     - 1934     MONUMENTED       CGS
 DN0462  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0462  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 DN0462
 DN0462                          STATION DESCRIPTION
 DN0462
 DN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0462'2.5 MI N FROM WOODVILLE.
 DN0462'2.5 MILES NORTH OF WOODVILLE.  AT MILE POST 616.5 AND ST. LOUIS AND
 DN0462'SAN FRANCISCO RAILROAD CROSSING.  40 FEET EAST OF THE TRACK.  30 FEET
 DN0462'NORTH OF THE CENTERLINE OF THE ROAD.
 DN0462
 DN0462                          STATION RECOVERY (1955)
 DN0462
 DN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0462'MARK NOT FOUND.
 DN0462
 DN0462                          STATION RECOVERY (1996)
 DN0462
 DN0462'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0465 ***********************************************************************
 FH0465  DESIGNATION -  K 61
 FH0465  PID         -  FH0465
 FH0465  STATE/COUNTY-  OK/WAGONER
 FH0465  COUNTRY     -  US
 FH0465  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0465
 FH0465                         *CURRENT SURVEY CONTROL
 FH0465  ______________________________________________________________________
 FH0465* NAD 83(1986) POSITION- 35 50 36.     (N) 095 20 13.     (W)   SCALED
 FH0465* NAVD 88 ORTHO HEIGHT -   157.278 (meters)      516.00  (feet) ADJUSTED
 FH0465  ______________________________________________________________________
 FH0465  GEOID HEIGHT    -        -29.376 (meters)                     GEOID18
 FH0465  DYNAMIC HEIGHT  -        157.138 (meters)      515.54  (feet) COMP
 FH0465  MODELED GRAVITY -    979,739.4   (mgal)                       NAVD 88
 FH0465
 FH0465  VERT ORDER      -  SECOND    CLASS 0
 FH0465
 FH0465.The horizontal coordinates were scaled from a map and have
 FH0465.an estimated accuracy of +/- 6 seconds.
 FH0465
 FH0465.The orthometric height was determined by differential leveling and
 FH0465.adjusted by the NATIONAL GEODETIC SURVEY
 FH0465.in June 1991.
 FH0465
 FH0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0465.GEOID18 height accuracy estimate available here.
 FH0465
 FH0465.Click photographs - Photos may exist for this station.
 FH0465
 FH0465.The dynamic height is computed by dividing the NAVD 88
 FH0465.geopotential number by the normal gravity value computed on the
 FH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0465.degrees latitude (g = 980.6199 gals.).
 FH0465
 FH0465.The modeled gravity was interpolated from observed gravity values.
 FH0465
 FH0465;                    North         East    Units  Estimated Accuracy
 FH0465;SPC OK N     -    96,870.      840,550.      MT  (+/- 180 meters Scaled)
 FH0465
 FH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV889690(NAD 83)
 FH0465
 FH0465                          SUPERSEDED SURVEY CONTROL
 FH0465
 FH0465  NGVD 29 (??/??/92)  157.169  (m)          515.65   (f) ADJ UNCH    2 0
 FH0465
 FH0465.Superseded values are not recommended for survey control.
 FH0465
 FH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0465.See file dsdata.pdf to determine how the superseded data were derived.
 FH0465
 FH0465_MARKER: DB = BENCH MARK DISK
 FH0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0465_STAMPING: K 61 1934
 FH0465_MARK LOGO: CGS
 FH0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0465+STABILITY: SURFACE MOTION
 FH0465
 FH0465  HISTORY     - Date     Condition        Report By
 FH0465  HISTORY     - 1934     MONUMENTED       CGS
 FH0465  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0465
 FH0465                          STATION DESCRIPTION
 FH0465
 FH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0465'2.2 MI N FROM WYBARK.
 FH0465'0.5 MILE NORTH OF MILE POST 497.  0.4 MILE SOUTH OF VERDIGRIS
 FH0465'RIVER MISSOURI KANSAS AND TEXAS RAILWAY BRIDGE.  90 FEET WEST
 FH0465'OF NEAREST RAIL OF TRACK.  24 FEET NORTH OF CENTER LINE OF
 FH0465'SECTION LINE ROAD.
 FH0465
 FH0465                          STATION RECOVERY (1973)
 FH0465
 FH0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0133 ***********************************************************************
 EL0133  DESIGNATION -  K 62
 EL0133  PID         -  EL0133
 EL0133  STATE/COUNTY-  OK/BRYAN
 EL0133  COUNTRY     -  US
 EL0133  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0133
 EL0133                         *CURRENT SURVEY CONTROL
 EL0133  ______________________________________________________________________
 EL0133* NAD 83(1986) POSITION- 34 00 07.     (N) 096 02 18.     (W)   SCALED
 EL0133* NAVD 88 ORTHO HEIGHT -   186.598 (meters)      612.20  (feet) ADJUSTED
 EL0133  ______________________________________________________________________
 EL0133  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 EL0133  DYNAMIC HEIGHT  -        186.407 (meters)      611.57  (feet) COMP
 EL0133  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 EL0133
 EL0133  VERT ORDER      -  FIRST     CLASS II
 EL0133
 EL0133.The horizontal coordinates were scaled from a map and have
 EL0133.an estimated accuracy of +/- 6 seconds.
 EL0133
 EL0133.The orthometric height was determined by differential leveling and
 EL0133.adjusted by the NATIONAL GEODETIC SURVEY
 EL0133.in June 1991.
 EL0133
 EL0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0133.GEOID18 height accuracy estimate available here.
 EL0133
 EL0133.Click photographs - Photos may exist for this station.
 EL0133
 EL0133.The dynamic height is computed by dividing the NAVD 88
 EL0133.geopotential number by the normal gravity value computed on the
 EL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0133.degrees latitude (g = 980.6199 gals.).
 EL0133
 EL0133.The modeled gravity was interpolated from observed gravity values.
 EL0133
 EL0133;                    North         East    Units  Estimated Accuracy
 EL0133;SPC OK S     -    75,930.      781,210.      MT  (+/- 180 meters Scaled)
 EL0133
 EL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC735663(NAD 83)
 EL0133
 EL0133                          SUPERSEDED SURVEY CONTROL
 EL0133
 EL0133  NGVD 29 (??/??/92)  186.540  (m)          612.01   (f) ADJ UNCH    1 2
 EL0133
 EL0133.Superseded values are not recommended for survey control.
 EL0133
 EL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0133.See file dsdata.pdf to determine how the superseded data were derived.
 EL0133
 EL0133_MARKER: DB = BENCH MARK DISK
 EL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0133_STAMPING: K 62 1934
 EL0133_MARK LOGO: CGS
 EL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0133+STABILITY: SURFACE MOTION
 EL0133
 EL0133  HISTORY     - Date     Condition        Report By
 EL0133  HISTORY     - 1934     MONUMENTED       CGS
 EL0133  HISTORY     - 1967     POOR             USGS
 EL0133  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0133
 EL0133                          STATION DESCRIPTION
 EL0133
 EL0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0133'AT BENNINGTON.
 EL0133'100 FEET EAST FROM THE ST. LOUIS AND SAN FRANCISCO RR DEPOT
 EL0133'AT U.S. HIGHWAY 70 CROSSING.  50 FEET SOUTH OF THE TRACK, 40
 EL0133'FEET WEST OF THE CENTERLINE OF THE ROAD.  MILE POST 590.
 EL0133
 EL0133                          STATION RECOVERY (1967)
 EL0133
 EL0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0133'MARK RECOVERED IN POOR CONDITION.
 EL0133
 EL0133                          STATION RECOVERY (1986)
 EL0133
 EL0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0349 ***********************************************************************
 GG0349  DESIGNATION -  K 62
 GG0349  PID         -  GG0349
 GG0349  STATE/COUNTY-  OK/MAYES
 GG0349  COUNTRY     -  US
 GG0349  USGS QUAD   -  ADAIR (2019)
 GG0349
 GG0349                         *CURRENT SURVEY CONTROL
 GG0349  ______________________________________________________________________
 GG0349* NAD 83(1986) POSITION- 36 23 40.     (N) 095 17 11.     (W)   SCALED
 GG0349* NAVD 88 ORTHO HEIGHT -   203.869 (meters)      668.86  (feet) ADJUSTED
 GG0349  ______________________________________________________________________
 GG0349  GEOID HEIGHT    -        -29.195 (meters)                     GEOID18
 GG0349  DYNAMIC HEIGHT  -        203.696 (meters)      668.29  (feet) COMP
 GG0349  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 GG0349
 GG0349  VERT ORDER      -  SECOND    CLASS 0
 GG0349
 GG0349.The horizontal coordinates were scaled from a map and have
 GG0349.an estimated accuracy of +/- 6 seconds.
 GG0349
 GG0349.The orthometric height was determined by differential leveling and
 GG0349.adjusted by the NATIONAL GEODETIC SURVEY
 GG0349.in June 1991.
 GG0349
 GG0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0349.GEOID18 height accuracy estimate available here.
 GG0349
 GG0349.Click photographs - Photos may exist for this station.
 GG0349
 GG0349.The dynamic height is computed by dividing the NAVD 88
 GG0349.geopotential number by the normal gravity value computed on the
 GG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0349.degrees latitude (g = 980.6199 gals.).
 GG0349
 GG0349.The modeled gravity was interpolated from observed gravity values.
 GG0349
 GG0349;                    North         East    Units  Estimated Accuracy
 GG0349;SPC OK N     -   158,120.      843,400.      MT  (+/- 180 meters Scaled)
 GG0349
 GG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA949301(NAD 83)
 GG0349
 GG0349                          SUPERSEDED SURVEY CONTROL
 GG0349
 GG0349  NGVD 29 (??/??/92)  203.754  (m)          668.48   (f) ADJ UNCH    2 0
 GG0349
 GG0349.Superseded values are not recommended for survey control.
 GG0349
 GG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0349.See file dsdata.pdf to determine how the superseded data were derived.
 GG0349
 GG0349_MARKER: DB = BENCH MARK DISK
 GG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0349_STAMPING: K 62 1934
 GG0349_MARK LOGO: CGS
 GG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0349+STABILITY: SURFACE MOTION
 GG0349
 GG0349  HISTORY     - Date     Condition        Report By
 GG0349  HISTORY     - 1934     MONUMENTED       CGS
 GG0349  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0349
 GG0349                          STATION DESCRIPTION
 GG0349
 GG0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0349'3 MI S FROM ADAIR.
 GG0349'3.0 MLES SOUTH OF ADAIR M K T DEPOT, 75 FEET NORTHEAST OF
 GG0349'MISSOURI-KANSAS AND TEXAS SEMAPHORE 457.5.  60 FEET EAST OF NEAREST
 GG0349'RAIL OF TRACK.  28 FEET NORTH OF CENTER LINE OF SECTION LINE ROAD.
 GG0349
 GG0349                          STATION RECOVERY (1968)
 GG0349
 GG0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0357 ***********************************************************************
 GG0357  DESIGNATION -  K 63
 GG0357  PID         -  GG0357
 GG0357  STATE/COUNTY-  OK/MAYES
 GG0357  COUNTRY     -  US
 GG0357  USGS QUAD   -  SPAVINAW (2019)
 GG0357
 GG0357                         *CURRENT SURVEY CONTROL
 GG0357  ______________________________________________________________________
 GG0357* NAD 83(1986) POSITION- 36 23 04.     (N) 095 02 55.     (W)   SCALED
 GG0357* NAVD 88 ORTHO HEIGHT -   203.758 (meters)      668.50  (feet) ADJUSTED
 GG0357  ______________________________________________________________________
 GG0357  GEOID HEIGHT    -        -29.026 (meters)                     GEOID18
 GG0357  DYNAMIC HEIGHT  -        203.583 (meters)      667.92  (feet) COMP
 GG0357  MODELED GRAVITY -    979,769.3   (mgal)                       NAVD 88
 GG0357
 GG0357  VERT ORDER      -  SECOND    CLASS 0
 GG0357
 GG0357.The horizontal coordinates were scaled from a map and have
 GG0357.an estimated accuracy of +/- 6 seconds.
 GG0357
 GG0357.The orthometric height was determined by differential leveling and
 GG0357.adjusted by the NATIONAL GEODETIC SURVEY
 GG0357.in June 1991.
 GG0357
 GG0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0357.GEOID18 height accuracy estimate available here.
 GG0357
 GG0357.Click photographs - Photos may exist for this station.
 GG0357
 GG0357.The dynamic height is computed by dividing the NAVD 88
 GG0357.geopotential number by the normal gravity value computed on the
 GG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0357.degrees latitude (g = 980.6199 gals.).
 GG0357
 GG0357.The modeled gravity was interpolated from observed gravity values.
 GG0357
 GG0357;                    North         East    Units  Estimated Accuracy
 GG0357;SPC OK N     -   157,630.      864,760.      MT  (+/- 180 meters Scaled)
 GG0357
 GG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA162285(NAD 83)
 GG0357
 GG0357                          SUPERSEDED SURVEY CONTROL
 GG0357
 GG0357  NGVD 29 (??/??/92)  203.636  (m)          668.10   (f) ADJ UNCH    2 0
 GG0357
 GG0357.Superseded values are not recommended for survey control.
 GG0357
 GG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0357.See file dsdata.pdf to determine how the superseded data were derived.
 GG0357
 GG0357_MARKER: DB = BENCH MARK DISK
 GG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0357_STAMPING: K 63 1934
 GG0357_MARK LOGO: CGS
 GG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0357+STABILITY: SURFACE MOTION
 GG0357
 GG0357  HISTORY     - Date     Condition        Report By
 GG0357  HISTORY     - 1934     MONUMENTED       CGS
 GG0357  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0357  HISTORY     - 1971     MARK NOT FOUND   NGS
 GG0357
 GG0357                          STATION DESCRIPTION
 GG0357
 GG0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0357'AT SPAVINAW.
 GG0357'AT SPAVINAW, MAYES COUNTY, ON STATE HIGHWAY 20, 219 FEET NORTHEAST
 GG0357'OF THE WOODEN GATEWAY AND THE CONCRETE WALK UP THE BANK OF THE
 GG0357'SPAVINAW LAKE DAM, 125 FEET WEST OF THE AMERICAN LEGION OPEN-AIR
 GG0357'DANCE PAVILLION, AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 GG0357'A STANDARD DISK, STAMPED K 63 1934 AND SET IN THE TOP OF A CONCRETE
 GG0357'POST.  NOTE-- LANDMARKS REFERRED TO IN THE ORIGINAL DESCRIPTION
 GG0357'HAVE BEEN EITHER DESTROYED OR CHANGED TO THE POINT AS TO BE
 GG0357'USELESS.  A METAL DETECTOR WAS USED IN AN UNSUCCESSFUL ATEMPT TO
 GG0357'LOCATE THE MARK.  LOCAL RESIDENTS WERE QUESTIONED BUT NO ONE
 GG0357'INTERVIEWED COULD RECALL EVER SEEING THIS MARK.
 GG0357
 GG0357                          STATION RECOVERY (1971)
 GG0357
 GG0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GG0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0552 ***********************************************************************
 EK0552  DESIGNATION -  K 63
 EK0552  PID         -  EK0552
 EK0552  STATE/COUNTY-  OK/CHOCTAW
 EK0552  COUNTRY     -  US
 EK0552  USGS QUAD   -  ANTLERS EAST (2019)
 EK0552
 EK0552                         *CURRENT SURVEY CONTROL
 EK0552  ______________________________________________________________________
 EK0552* NAD 83(1986) POSITION- 34 08 31.     (N) 095 33 52.     (W)   SCALED
 EK0552* NAVD 88 ORTHO HEIGHT -   139.005 (meters)      456.05  (feet) ADJUSTED
 EK0552  ______________________________________________________________________
 EK0552  GEOID HEIGHT    -        -29.791 (meters)                     GEOID18
 EK0552  DYNAMIC HEIGHT  -        138.854 (meters)      455.56  (feet) COMP
 EK0552  MODELED GRAVITY -    979,547.1   (mgal)                       NAVD 88
 EK0552
 EK0552  VERT ORDER      -  SECOND    CLASS 0
 EK0552
 EK0552.The horizontal coordinates were scaled from a map and have
 EK0552.an estimated accuracy of +/- 6 seconds.
 EK0552
 EK0552.The orthometric height was determined by differential leveling and
 EK0552.adjusted by the NATIONAL GEODETIC SURVEY
 EK0552.in June 1991.
 EK0552
 EK0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0552.GEOID18 height accuracy estimate available here.
 EK0552
 EK0552.Click photographs - Photos may exist for this station.
 EK0552
 EK0552.The dynamic height is computed by dividing the NAVD 88
 EK0552.geopotential number by the normal gravity value computed on the
 EK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0552.degrees latitude (g = 980.6199 gals.).
 EK0552
 EK0552.The modeled gravity was interpolated from observed gravity values.
 EK0552
 EK0552;                    North         East    Units  Estimated Accuracy
 EK0552;SPC OK S     -    92,400.      824,600.      MT  (+/- 180 meters Scaled)
 EK0552
 EK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT635808(NAD 83)
 EK0552
 EK0552                          SUPERSEDED SURVEY CONTROL
 EK0552
 EK0552  NGVD 29 (??/??/92)  138.931  (m)          455.81   (f) ADJ UNCH    2 0
 EK0552
 EK0552.Superseded values are not recommended for survey control.
 EK0552
 EK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0552.See file dsdata.pdf to determine how the superseded data were derived.
 EK0552
 EK0552_MARKER: DB = BENCH MARK DISK
 EK0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0552_STAMPING: K 63 1934
 EK0552_MARK LOGO: CGS
 EK0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0552+STABILITY: SURFACE MOTION
 EK0552
 EK0552  HISTORY     - Date     Condition        Report By
 EK0552  HISTORY     - 1934     MONUMENTED       CGS
 EK0552  HISTORY     - 1943     GOOD             CGS
 EK0552
 EK0552                          STATION DESCRIPTION
 EK0552
 EK0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EK0552'7.1 MI S FROM ANTLERS.
 EK0552'IN CHOCTAW COUNTY, ABOUT 7.1 MILES SOUTH ALONG THE ST. LOUIS-SAN
 EK0552'FRANCISCO RAILWAY FROM THE STATION AT ANTLERS, PUSHMATAHA
 EK0552'COUNTY, NEAR HAMDEN, ABOUT 10 FEET WEST OF THE FIRST POLE SOUTH
 EK0552'OF MILEPOST 549, AT A COUNTY-ROAD CROSSING, ABOUT 60 FEET SOUTH
 EK0552'OF THE CENTER LINE OF THE ROAD, AND 40 FEET WEST OF THE TRACK.
 EK0552'A STANDARD DISK, STAMPED K 63 1934 AND SET IN THE TOP OF A
 EK0552'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0302 ***********************************************************************
 GG0302  DESIGNATION -  K 64
 GG0302  PID         -  GG0302
 GG0302  STATE/COUNTY-  OK/CRAIG
 GG0302  COUNTRY     -  US
 GG0302  USGS QUAD   -  VINITA NE (2019)
 GG0302
 GG0302                         *CURRENT SURVEY CONTROL
 GG0302  ______________________________________________________________________
 GG0302* NAD 83(1986) POSITION- 36 41 51.     (N) 095 06 53.     (W)   SCALED
 GG0302* NAVD 88 ORTHO HEIGHT -   226.532 (meters)      743.21  (feet) ADJUSTED
 GG0302  ______________________________________________________________________
 GG0302  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 GG0302  DYNAMIC HEIGHT  -        226.344 (meters)      742.60  (feet) COMP
 GG0302  MODELED GRAVITY -    979,797.1   (mgal)                       NAVD 88
 GG0302
 GG0302  VERT ORDER      -  SECOND    CLASS 0
 GG0302
 GG0302.The horizontal coordinates were scaled from a map and have
 GG0302.an estimated accuracy of +/- 6 seconds.
 GG0302
 GG0302.The orthometric height was determined by differential leveling and
 GG0302.adjusted by the NATIONAL GEODETIC SURVEY
 GG0302.in June 1991.
 GG0302
 GG0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0302.GEOID18 height accuracy estimate available here.
 GG0302
 GG0302.Click photographs - Photos may exist for this station.
 GG0302
 GG0302.The dynamic height is computed by dividing the NAVD 88
 GG0302.geopotential number by the normal gravity value computed on the
 GG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0302.degrees latitude (g = 980.6199 gals.).
 GG0302
 GG0302.The modeled gravity was interpolated from observed gravity values.
 GG0302
 GG0302;                    North         East    Units  Estimated Accuracy
 GG0302;SPC OK N     -   192,180.      857,800.      MT  (+/- 180 meters Scaled)
 GG0302
 GG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA110633(NAD 83)
 GG0302
 GG0302                          SUPERSEDED SURVEY CONTROL
 GG0302
 GG0302  NGVD 29 (??/??/92)  226.418  (m)          742.84   (f) ADJ UNCH    2 0
 GG0302
 GG0302.Superseded values are not recommended for survey control.
 GG0302
 GG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0302.See file dsdata.pdf to determine how the superseded data were derived.
 GG0302
 GG0302_MARKER: DB = BENCH MARK DISK
 GG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0302_STAMPING: K 64 1934
 GG0302_MARK LOGO: CGS
 GG0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0302+STABILITY: SURFACE MOTION
 GG0302
 GG0302  HISTORY     - Date     Condition        Report By
 GG0302  HISTORY     - 1934     MONUMENTED       CGS
 GG0302  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0302
 GG0302                          STATION DESCRIPTION
 GG0302
 GG0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0302'4.5 MI N FROM VINITA.
 GG0302'0.3 MILE SOUTH OF MILE POST 434.  0.15 MILE NORTH OF MISSOURI-KANSAS
 GG0302'AND TEXAS RAILWAY SEMAPHORE 434.4.  105 FEET EAST OF NEAREST
 GG0302'RAIL OF MAIN TRACK.
 GG0302
 GG0302                          STATION RECOVERY (2016)
 GG0302
 GG0302'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0302'NO MONUMENT FOUND AREA USED FOR HAY MEADOW
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0507 ***********************************************************************
 EK0507  DESIGNATION -  K 64 RESET
 EK0507  PID         -  EK0507
 EK0507  STATE/COUNTY-  OK/CHOCTAW
 EK0507  COUNTRY     -  US
 EK0507  USGS QUAD   -  FORT TOWSON (2019)
 EK0507
 EK0507                         *CURRENT SURVEY CONTROL
 EK0507  ______________________________________________________________________
 EK0507* NAD 83(1986) POSITION- 34 01 05.     (N) 095 16 13.     (W)   SCALED
 EK0507* NAVD 88 ORTHO HEIGHT -   139.96  (+/-2cm)      459.2   (feet) VERTCON3
 EK0507  ______________________________________________________________________
 EK0507  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 EK0507  VERT ORDER      -  THIRD (See Below)
 EK0507
 EK0507.The horizontal coordinates were scaled from a map and have
 EK0507.an estimated accuracy of +/- 6 seconds.
 EK0507
 EK0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0507
 EK0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0507.GEOID18 height accuracy estimate available here.
 EK0507
 EK0507.The vertical order pertains to the NGVD 29 superseded value.
 EK0507
 EK0507.Click photographs - Photos may exist for this station.
 EK0507
 EK0507;                    North         East    Units  Estimated Accuracy
 EK0507;SPC OK S     -    79,360.      852,100.      MT  (+/- 180 meters Scaled)
 EK0507
 EK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT903664(NAD 83)
 EK0507
 EK0507                          SUPERSEDED SURVEY CONTROL
 EK0507
 EK0507  NGVD 29 (??/??/??)  139.91   (m)          459.0    (f) RESET       3  
 EK0507
 EK0507.Superseded values are not recommended for survey control.
 EK0507
 EK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0507.See file dsdata.pdf to determine how the superseded data were derived.
 EK0507
 EK0507_MARKER: DB = BENCH MARK DISK
 EK0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0507_STAMPING: K 64 RESET 1935
 EK0507_MARK LOGO: CGS
 EK0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0507+STABILITY: SURFACE MOTION
 EK0507
 EK0507  HISTORY     - Date     Condition        Report By
 EK0507  HISTORY     - 1935     MONUMENTED       OKGS
 EK0507  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0507
 EK0507                          STATION DESCRIPTION
 EK0507
 EK0507'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1935
 EK0507'AT FT TOWSEN.
 EK0507'AT THE WEST SIDE OF FORT TOWSON, CHOCTAW COUNTY, ON A LOW
 EK0507'KNOLL, ABOUT 450 FEET EAST OF THE CROSSING OF U.S. HIGHWAY 70
 EK0507'AND THE ST. LOUIS-SAN FRANCISCO RAILWAY, ABOUT 113 FEET NORTHEAST
 EK0507'OF A FIRE HYDRANT, 329 FEET EAST OF THE WEST SWITCH OF THE
 EK0507'FORT TOWSON PASSING TRACK, AND 34 FEET SOUTH OF THE CENTERLINE
 EK0507'OF THE TRACK.  A STANDARD DISK, STAMPED K 64 RESET 1935 AND
 EK0507'SET IN THE TOP OF A CONCRETE POST.
 EK0507
 EK0507                          STATION RECOVERY (1986)
 EK0507
 EK0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0340 ***********************************************************************
 DM0340  DESIGNATION -  K 65
 DM0340  PID         -  DM0340
 DM0340  STATE/COUNTY-  OK/MCCURTAIN
 DM0340  COUNTRY     -  US
 DM0340  USGS QUAD   -  HAWORTH (2019)
 DM0340
 DM0340                         *CURRENT SURVEY CONTROL
 DM0340  ______________________________________________________________________
 DM0340* NAD 83(1986) POSITION- 33 50 40.55   (N) 094 39 40.22   (W)   HD_HELD1
 DM0340* NAVD 88 ORTHO HEIGHT -   123.455 (meters)      405.04  (feet) ADJUSTED
 DM0340  ______________________________________________________________________
 DM0340  GEOID HEIGHT    -        -27.451 (meters)                     GEOID18
 DM0340  DYNAMIC HEIGHT  -        123.329 (meters)      404.62  (feet) COMP
 DM0340  MODELED GRAVITY -    979,613.9   (mgal)                       NAVD 88
 DM0340
 DM0340  VERT ORDER      -  FIRST     CLASS II
 DM0340
 DM0340.The horizontal coordinates were determined by differentially corrected
 DM0340.hand held GPS observations or other comparable positioning techniques
 DM0340.and have an estimated accuracy of +/- 3 meters.
 DM0340
 DM0340.The orthometric height was determined by differential leveling and
 DM0340.adjusted by the NATIONAL GEODETIC SURVEY
 DM0340.in June 1991.
 DM0340
 DM0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0340.GEOID18 height accuracy estimate available here.
 DM0340
 DM0340.Click photographs - Photos may exist for this station.
 DM0340
 DM0340.The dynamic height is computed by dividing the NAVD 88
 DM0340.geopotential number by the normal gravity value computed on the
 DM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0340.degrees latitude (g = 980.6199 gals.).
 DM0340
 DM0340.The modeled gravity was interpolated from observed gravity values.
 DM0340
 DM0340;                    North         East    Units  Estimated Accuracy
 DM0340;SPC OK S     -    61,822.2     908,966.9     MT  (+/- 3 meters HH1 GPS) 
 DM0340
 DM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4630746166(NAD 83)
 DM0340
 DM0340                          SUPERSEDED SURVEY CONTROL
 DM0340
 DM0340  NGVD 29 (??/??/92)  123.443  (m)          405.00   (f) ADJ UNCH    1 2
 DM0340
 DM0340.Superseded values are not recommended for survey control.
 DM0340
 DM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0340.See file dsdata.pdf to determine how the superseded data were derived.
 DM0340
 DM0340_MARKER: DB = BENCH MARK DISK
 DM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0340_STAMPING: K 65 1934
 DM0340_MARK LOGO: CGS
 DM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0340+STABILITY: SURFACE MOTION
 DM0340
 DM0340  HISTORY     - Date     Condition        Report By
 DM0340  HISTORY     - 1934     MONUMENTED       CGS
 DM0340  HISTORY     - 1944     GOOD             SLSFRR
 DM0340  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0340
 DM0340                          STATION DESCRIPTION
 DM0340
 DM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0340'IN HAWORTH.
 DM0340'IN THE WEST EDGE OF HAWORTH.  NEAR MILEPOST 613/5 AND ST. LOUIS AND
 DM0340'SAN FRANCISCO RAILROAD CROSSING 1/2 MILE WEST OF STATION.  15 FEET
 DM0340'SOUTH OF TRACK IN FENCE LINE.  40 FEET EAST OF THE CENTERLINE OF THE
 DM0340'ROAD IN LOW LANDS.  NOTE-- MILEPOST NUMBER SHOULD BE 6 NOT 5.
 DM0340
 DM0340                          STATION RECOVERY (1944)
 DM0340
 DM0340'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0340'RECOVERED IN GOOD CONDITION.
 DM0340
 DM0340                          STATION RECOVERY (1986)
 DM0340
 DM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0426 ***********************************************************************
 EK0426  DESIGNATION -  K 66
 EK0426  PID         -  EK0426
 EK0426  STATE/COUNTY-  OK/PUSHMATAHA
 EK0426  COUNTRY     -  US
 EK0426  USGS QUAD   -  KIAMICHI (2019)
 EK0426
 EK0426                         *CURRENT SURVEY CONTROL
 EK0426  ______________________________________________________________________
 EK0426* NAD 83(1986) POSITION- 34 38 29.     (N) 095 09 03.     (W)   SCALED
 EK0426* NAVD 88 ORTHO HEIGHT -   190.742 (meters)      625.79  (feet) ADJUSTED
 EK0426  ______________________________________________________________________
 EK0426  GEOID HEIGHT    -        -31.671 (meters)                     GEOID18
 EK0426  DYNAMIC HEIGHT  -        190.536 (meters)      625.12  (feet) COMP
 EK0426  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 EK0426
 EK0426  VERT ORDER      -  FIRST     CLASS II
 EK0426
 EK0426.The horizontal coordinates were scaled from a map and have
 EK0426.an estimated accuracy of +/- 6 seconds.
 EK0426
 EK0426.The orthometric height was determined by differential leveling and
 EK0426.adjusted by the NATIONAL GEODETIC SURVEY
 EK0426.in June 1991.
 EK0426
 EK0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0426.GEOID18 height accuracy estimate available here.
 EK0426
 EK0426.Click photographs - Photos may exist for this station.
 EK0426
 EK0426.The dynamic height is computed by dividing the NAVD 88
 EK0426.geopotential number by the normal gravity value computed on the
 EK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0426.degrees latitude (g = 980.6199 gals.).
 EK0426
 EK0426.The modeled gravity was interpolated from observed gravity values.
 EK0426
 EK0426;                    North         East    Units  Estimated Accuracy
 EK0426;SPC OK S     -   148,780.      861,170.      MT  (+/- 180 meters Scaled)
 EK0426
 EK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU028353(NAD 83)
 EK0426
 EK0426                          SUPERSEDED SURVEY CONTROL
 EK0426
 EK0426  NGVD 29 (??/??/92)  190.636  (m)          625.44   (f) ADJ UNCH    1 2
 EK0426
 EK0426.Superseded values are not recommended for survey control.
 EK0426
 EK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0426.See file dsdata.pdf to determine how the superseded data were derived.
 EK0426
 EK0426_MARKER: DB = BENCH MARK DISK
 EK0426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0426_SP_SET: CULVERT HEADWALL
 EK0426_STAMPING: K 66 1934
 EK0426_MARK LOGO: CGS
 EK0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0426+STABILITY: SURFACE MOTION
 EK0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0426+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 EK0426
 EK0426  HISTORY     - Date     Condition        Report By
 EK0426  HISTORY     - 1934     MONUMENTED       CGS
 EK0426  HISTORY     - 19940311 GOOD             NGS
 EK0426
 EK0426                          STATION DESCRIPTION
 EK0426
 EK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0426'1.9 MI E FROM KIAMICHI.
 EK0426'1.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0426'KIAMICHI, PUSHMATAHA COUNTY, ABOUT 100 FEET NORTHWEST OF THE
 EK0426'FIRST POLE WEST OF MILEPOST 494, ABOUT 100 FEET NORTH OF THE TRACK,
 EK0426'ON U.S. HIGHWAY 271, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 EK0426'SOUTH HEAD WALL.  A STANDARD DISK, STAMPED K 66 1934.
 EK0426
 EK0426                          STATION RECOVERY (1994)
 EK0426
 EK0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EK0426'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK0426'IN CLAYTON, THENCE 16.4 KM (10.20 MI) EASTERLY ALONG U.S. HIGHWAY
 EK0426'271, IN TOP OF AND 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 EK0426'THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.7 M
 EK0426'(15.4 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT)
 EK0426'BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0335 ***********************************************************************
 FH0335  DESIGNATION -  K 67
 FH0335  PID         -  FH0335
 FH0335  STATE/COUNTY-  OK/LE FLORE
 FH0335  COUNTRY     -  US
 FH0335  USGS QUAD   -  POTEAU EAST (2018)
 FH0335
 FH0335                         *CURRENT SURVEY CONTROL
 FH0335  ______________________________________________________________________
 FH0335* NAD 83(1986) POSITION- 35 03 14.55   (N) 094 37 27.18   (W)   HD_HELD1
 FH0335* NAVD 88 ORTHO HEIGHT -   151.772 (meters)      497.94  (feet) ADJUSTED
 FH0335  ______________________________________________________________________
 FH0335  GEOID HEIGHT    -        -31.340 (meters)                     GEOID18
 FH0335  DYNAMIC HEIGHT  -        151.619 (meters)      497.44  (feet) COMP
 FH0335  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 FH0335
 FH0335  VERT ORDER      -  SECOND    CLASS 0
 FH0335
 FH0335.The horizontal coordinates were determined by differentially corrected
 FH0335.hand held GPS observations or other comparable positioning techniques
 FH0335.and have an estimated accuracy of +/- 3 meters.
 FH0335
 FH0335.The orthometric height was determined by differential leveling and
 FH0335.adjusted by the NATIONAL GEODETIC SURVEY
 FH0335.in June 1991.
 FH0335
 FH0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0335.GEOID18 height accuracy estimate available here.
 FH0335
 FH0335.Click photographs - Photos may exist for this station.
 FH0335
 FH0335.The dynamic height is computed by dividing the NAVD 88
 FH0335.geopotential number by the normal gravity value computed on the
 FH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0335.degrees latitude (g = 980.6199 gals.).
 FH0335
 FH0335.The modeled gravity was interpolated from observed gravity values.
 FH0335
 FH0335;                    North         East    Units  Estimated Accuracy
 FH0335;SPC OK S     -   196,019.5     907,899.5     MT  (+/- 3 meters HH1 GPS) 
 FH0335
 FH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5187880242(NAD 83)
 FH0335
 FH0335                          SUPERSEDED SURVEY CONTROL
 FH0335
 FH0335  NGVD 29 (??/??/92)  151.666  (m)          497.59   (f) ADJ UNCH    2 0
 FH0335
 FH0335.Superseded values are not recommended for survey control.
 FH0335
 FH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0335.See file dsdata.pdf to determine how the superseded data were derived.
 FH0335
 FH0335_MARKER: DB = BENCH MARK DISK
 FH0335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0335_SP_SET: STEP
 FH0335_STAMPING: K 67 1934
 FH0335_MARK LOGO: CGS
 FH0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0335+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 FH0335
 FH0335  HISTORY     - Date     Condition        Report By
 FH0335  HISTORY     - 1934     MONUMENTED       CGS
 FH0335  HISTORY     - 1959     GOOD             CGS
 FH0335  HISTORY     - 1975     GOOD             OKDH
 FH0335  HISTORY     - 1987     GOOD             USPSQD
 FH0335  HISTORY     - 20080627 GOOD             GEOCAC
 FH0335
 FH0335                          STATION DESCRIPTION
 FH0335
 FH0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0335'AT POTEAU.
 FH0335'AT POTEAU, LE FLORE COUNTY, AT THE COUNTY COURTHOUSE, NEAR THE
 FH0335'EAST ENTRANCE, HALFWAY BETWEEN THE BUILDING AND THE LAMPPOST,
 FH0335'AND IN THE TOP OF THE SOUTH CONCRETE SUPPORT OF THE STEPS.  A
 FH0335'STANDARD DISK, STAMPED K 67 193M.
 FH0335
 FH0335                          STATION RECOVERY (1975)
 FH0335
 FH0335'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1975
 FH0335'RECOVERED IN GOOD CONDITION.
 FH0335
 FH0335                          STATION RECOVERY (1987)
 FH0335
 FH0335'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 FH0335'RECOVERED IN GOOD CONDITION.
 FH0335
 FH0335                          STATION RECOVERY (2008)
 FH0335
 FH0335'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FH0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0631 ***********************************************************************
 FH0631  DESIGNATION -  K 68
 FH0631  PID         -  FH0631
 FH0631  STATE/COUNTY-  OK/SEQUOYAH
 FH0631  COUNTRY     -  US
 FH0631  USGS QUAD   -  STIGLER NE (2018)
 FH0631
 FH0631                         *CURRENT SURVEY CONTROL
 FH0631  ______________________________________________________________________
 FH0631* NAD 83(1986) POSITION- 35 29 40.     (N) 095 00 31.     (W)   SCALED
 FH0631* NAVD 88 ORTHO HEIGHT -   176.011 (meters)      577.46  (feet) ADJUSTED
 FH0631  ______________________________________________________________________
 FH0631  GEOID HEIGHT    -        -29.874 (meters)                     GEOID18
 FH0631  DYNAMIC HEIGHT  -        175.847 (meters)      576.92  (feet) COMP
 FH0631  MODELED GRAVITY -    979,700.2   (mgal)                       NAVD 88
 FH0631
 FH0631  VERT ORDER      -  SECOND    CLASS 0
 FH0631
 FH0631.The horizontal coordinates were scaled from a map and have
 FH0631.an estimated accuracy of +/- 6 seconds.
 FH0631
 FH0631.The orthometric height was determined by differential leveling and
 FH0631.adjusted by the NATIONAL GEODETIC SURVEY
 FH0631.in June 1991.
 FH0631
 FH0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0631.GEOID18 height accuracy estimate available here.
 FH0631
 FH0631.Click photographs - Photos may exist for this station.
 FH0631
 FH0631.The dynamic height is computed by dividing the NAVD 88
 FH0631.geopotential number by the normal gravity value computed on the
 FH0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0631.degrees latitude (g = 980.6199 gals.).
 FH0631
 FH0631.The modeled gravity was interpolated from observed gravity values.
 FH0631
 FH0631;                    North         East    Units  Estimated Accuracy
 FH0631;SPC OK N     -    59,040.      871,390.      MT  (+/- 180 meters Scaled)
 FH0631
 FH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV178297(NAD 83)
 FH0631
 FH0631                          SUPERSEDED SURVEY CONTROL
 FH0631
 FH0631  NGVD 29 (??/??/92)  175.883  (m)          577.04   (f) ADJ UNCH    2 0
 FH0631
 FH0631.Superseded values are not recommended for survey control.
 FH0631
 FH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0631.See file dsdata.pdf to determine how the superseded data were derived.
 FH0631
 FH0631_MARKER: DB = BENCH MARK DISK
 FH0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0631_STAMPING: K 68 1934
 FH0631_MARK LOGO: CGS
 FH0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0631+STABILITY: SURFACE MOTION
 FH0631
 FH0631  HISTORY     - Date     Condition        Report By
 FH0631  HISTORY     - 1934     MONUMENTED       CGS
 FH0631  HISTORY     - 1959     POOR             CGS
 FH0631  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0631
 FH0631                          STATION DESCRIPTION
 FH0631
 FH0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0631'2.3 MI W FROM VIAN.
 FH0631'2.3 MILES WEST OF VIAN M.P. RR DEPOT.  AT MISSOURI-PACIFIC
 FH0631'RAILROAD CROSSING NEAR MILEPOST 539.25.  30 FEET WEST OF THE
 FH0631'CENTERLINE OF THE CROSSING, 40 FEET SOUTH OF THE TRACK.
 FH0631
 FH0631                          STATION RECOVERY (1959)
 FH0631
 FH0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0631'MARK RECOVERED IN POOR CONDITION.
 FH0631
 FH0631                          STATION RECOVERY (1984)
 FH0631
 FH0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0631'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0409 ***********************************************************************
 FH0409  DESIGNATION -  K 69
 FH0409  PID         -  FH0409
 FH0409  STATE/COUNTY-  OK/ADAIR
 FH0409  COUNTRY     -  US
 FH0409  USGS QUAD   -  WESTVILLE (2019)
 FH0409
 FH0409                         *CURRENT SURVEY CONTROL
 FH0409  ______________________________________________________________________
 FH0409* NAD 83(1986) POSITION- 35 59 30.     (N) 094 34 09.     (W)   SCALED
 FH0409* NAVD 88 ORTHO HEIGHT -   347.342 (meters)     1139.57  (feet) ADJUSTED
 FH0409  ______________________________________________________________________
 FH0409  GEOID HEIGHT    -        -28.527 (meters)                     GEOID18
 FH0409  DYNAMIC HEIGHT  -        347.030 (meters)     1138.55  (feet) COMP
 FH0409  MODELED GRAVITY -    979,726.5   (mgal)                       NAVD 88
 FH0409
 FH0409  VERT ORDER      -  SECOND    CLASS 0
 FH0409
 FH0409.The horizontal coordinates were scaled from a map and have
 FH0409.an estimated accuracy of +/- 6 seconds.
 FH0409
 FH0409.The orthometric height was determined by differential leveling and
 FH0409.adjusted by the NATIONAL GEODETIC SURVEY
 FH0409.in June 1991.
 FH0409
 FH0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0409.GEOID18 height accuracy estimate available here.
 FH0409
 FH0409.Click photographs - Photos may exist for this station.
 FH0409
 FH0409.The dynamic height is computed by dividing the NAVD 88
 FH0409.geopotential number by the normal gravity value computed on the
 FH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0409.degrees latitude (g = 980.6199 gals.).
 FH0409
 FH0409.The modeled gravity was interpolated from observed gravity values.
 FH0409
 FH0409;                    North         East    Units  Estimated Accuracy
 FH0409;SPC OK N     -   115,490.      909,290.      MT  (+/- 180 meters Scaled)
 FH0409
 FH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV585841(NAD 83)
 FH0409
 FH0409                          SUPERSEDED SURVEY CONTROL
 FH0409
 FH0409  NGVD 29 (??/??/92)  347.181  (m)         1139.04   (f) ADJ UNCH    2 0
 FH0409
 FH0409.Superseded values are not recommended for survey control.
 FH0409
 FH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0409.See file dsdata.pdf to determine how the superseded data were derived.
 FH0409
 FH0409_MARKER: DB = BENCH MARK DISK
 FH0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0409_SP_SET: BUILDING
 FH0409_STAMPING: K CGS69 1934
 FH0409_MARK LOGO: CGS
 FH0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0409
 FH0409  HISTORY     - Date     Condition        Report By
 FH0409  HISTORY     - 1934     MONUMENTED       CGS
 FH0409  HISTORY     - 1960     GOOD             CGS
 FH0409  HISTORY     - 20260501 MARK NOT FOUND   INDIV
 FH0409
 FH0409                          STATION DESCRIPTION
 FH0409
 FH0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0409'AT WESTVILLE.
 FH0409'IN THE WEST WALL OF KANSAS CITY SOUTHERN RAILROAD DEPOT.  5 FEET
 FH0409'ABOVE THE GROUND, 3 FEET SOUTH OF THE WAITING ROOM DOOR, FACING
 FH0409'WEST.  MILEPOST 244.
 FH0409
 FH0409                          STATION RECOVERY (1960)
 FH0409
 FH0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0409'RECOVERED IN GOOD CONDITION.
 FH0409
 FH0409                          STATION RECOVERY (2026)
 FH0409
 FH0409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2026 (WLH)
 FH0409'STATION WAS TORN DOWN AROUND 1992.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0048 ***********************************************************************
 FJ0048  DESIGNATION -  K 7
 FJ0048  PID         -  FJ0048
 FJ0048  STATE/COUNTY-  OK/OKFUSKEE
 FJ0048  COUNTRY     -  US
 FJ0048  USGS QUAD   -  OKEMAH (2018)
 FJ0048
 FJ0048                         *CURRENT SURVEY CONTROL
 FJ0048  ______________________________________________________________________
 FJ0048* NAD 83(1986) POSITION- 35 25 53.26   (N) 096 18 18.32   (W)   HD_HELD1
 FJ0048* NAVD 88 ORTHO HEIGHT -   277.167 (meters)      909.34  (feet) ADJUSTED
 FJ0048  ______________________________________________________________________
 FJ0048  GEOID HEIGHT    -        -28.479 (meters)                     GEOID18
 FJ0048  DYNAMIC HEIGHT  -        276.904 (meters)      908.48  (feet) COMP
 FJ0048  MODELED GRAVITY -    979,678.2   (mgal)                       NAVD 88
 FJ0048
 FJ0048  VERT ORDER      -  FIRST     CLASS II
 FJ0048
 FJ0048.The horizontal coordinates were determined by differentially corrected
 FJ0048.hand held GPS observations or other comparable positioning techniques
 FJ0048.and have an estimated accuracy of +/- 3 meters.
 FJ0048
 FJ0048.The orthometric height was determined by differential leveling and
 FJ0048.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0048.in June 1991.
 FJ0048
 FJ0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0048.GEOID18 height accuracy estimate available here.
 FJ0048
 FJ0048.Click photographs - Photos may exist for this station.
 FJ0048
 FJ0048.The dynamic height is computed by dividing the NAVD 88
 FJ0048.geopotential number by the normal gravity value computed on the
 FJ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0048.degrees latitude (g = 980.6199 gals.).
 FJ0048
 FJ0048.The modeled gravity was interpolated from observed gravity values.
 FJ0048
 FJ0048;                    North         East    Units  Estimated Accuracy
 FJ0048;SPC OK N     -    49,215.7     753,905.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0048
 FJ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4464724229(NAD 83)
 FJ0048
 FJ0048                          SUPERSEDED SURVEY CONTROL
 FJ0048
 FJ0048  NGVD 29 (??/??/92)  277.044  (m)          908.94   (f) ADJ UNCH    1 2
 FJ0048
 FJ0048.Superseded values are not recommended for survey control.
 FJ0048
 FJ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0048.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0048
 FJ0048_MARKER: DB = BENCH MARK DISK
 FJ0048_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ0048_SP_SET: BUILDING WALL
 FJ0048_STAMPING: 908.935 K 7 1933
 FJ0048_MARK LOGO: CGS
 FJ0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0048+STABILITY: POSITION/ELEVATION WELL
 FJ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0048+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2022
 FJ0048
 FJ0048  HISTORY     - Date     Condition        Report By
 FJ0048  HISTORY     - 1933     MONUMENTED       CGS
 FJ0048  HISTORY     - 1934     GOOD             CGS
 FJ0048  HISTORY     - 1984     GOOD             NGS
 FJ0048  HISTORY     - 1988     GOOD             USPSQD
 FJ0048  HISTORY     - 1989     GOOD             USPSQD
 FJ0048  HISTORY     - 1990     GOOD             USPSQD
 FJ0048  HISTORY     - 20220705 GOOD             OKDOT
 FJ0048
 FJ0048                          STATION DESCRIPTION
 FJ0048
 FJ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0048'IN OKEMAH.
 FJ0048'UNDER THE CORNER OF THE CORNERSTONE IN THE MASONIC BUILDING,
 FJ0048'ON BROADWAY ST. IN OKEMAH, OKLA, THE BUILDING BEING A WHITE
 FJ0048'STONE BUILDING FACING N.
 FJ0048
 FJ0048                          STATION RECOVERY (1934)
 FJ0048
 FJ0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0048'RECOVERED IN GOOD CONDITION.
 FJ0048
 FJ0048                          STATION RECOVERY (1984)
 FJ0048
 FJ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0048'RECOVERED IN GOOD CONDITION.  NOTE, BUILDING IS NOW CALLED THE OKEMAH
 FJ0048'CAFETERIA BUILDING AT 4TH STREET AND BROADWAY STREET.
 FJ0048
 FJ0048                          STATION RECOVERY (1988)
 FJ0048
 FJ0048'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0048'RECOVERED IN GOOD CONDITION.
 FJ0048
 FJ0048                          STATION RECOVERY (1989)
 FJ0048
 FJ0048'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0048'RECOVERED IN GOOD CONDITION.
 FJ0048
 FJ0048                          STATION RECOVERY (1990)
 FJ0048
 FJ0048'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0048'RECOVERED IN GOOD CONDITION.
 FJ0048
 FJ0048                          STATION RECOVERY (2022)
 FJ0048
 FJ0048'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0048'RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0225 ***********************************************************************
 GG0225  DESIGNATION -  K 70
 GG0225  PID         -  GG0225
 GG0225  STATE/COUNTY-  OK/DELAWARE
 GG0225  COUNTRY     -  US
 GG0225  USGS QUAD   -  DODGE (2018)
 GG0225
 GG0225                         *CURRENT SURVEY CONTROL
 GG0225  ______________________________________________________________________
 GG0225* NAD 83(1986) POSITION- 36 33 28.     (N) 094 37 31.     (W)   SCALED
 GG0225* NAVD 88 ORTHO HEIGHT -   286.985 (meters)      941.55  (feet) ADJUSTED
 GG0225  ______________________________________________________________________
 GG0225  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 GG0225  DYNAMIC HEIGHT  -        286.743 (meters)      940.76  (feet) COMP
 GG0225  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 GG0225
 GG0225  VERT ORDER      -  SECOND    CLASS 0
 GG0225
 GG0225.The horizontal coordinates were scaled from a map and have
 GG0225.an estimated accuracy of +/- 6 seconds.
 GG0225
 GG0225.The orthometric height was determined by differential leveling and
 GG0225.adjusted by the NATIONAL GEODETIC SURVEY
 GG0225.in June 1991.
 GG0225
 GG0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0225.GEOID18 height accuracy estimate available here.
 GG0225
 GG0225.Click photographs - Photos may exist for this station.
 GG0225
 GG0225.The dynamic height is computed by dividing the NAVD 88
 GG0225.geopotential number by the normal gravity value computed on the
 GG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0225.degrees latitude (g = 980.6199 gals.).
 GG0225
 GG0225.The modeled gravity was interpolated from observed gravity values.
 GG0225
 GG0225;                    North         East    Units  Estimated Accuracy
 GG0225;SPC OK N     -   178,090.      902,050.      MT  (+/- 180 meters Scaled)
 GG0225
 GG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA545470(NAD 83)
 GG0225
 GG0225                          SUPERSEDED SURVEY CONTROL
 GG0225
 GG0225  NGVD 29 (??/??/92)  286.874  (m)          941.19   (f) ADJ UNCH    2 0
 GG0225
 GG0225.Superseded values are not recommended for survey control.
 GG0225
 GG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0225.See file dsdata.pdf to determine how the superseded data were derived.
 GG0225
 GG0225_MARKER: DB = BENCH MARK DISK
 GG0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0225_STAMPING: K 70 1934
 GG0225_MARK LOGO: CGS
 GG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0225+STABILITY: SURFACE MOTION
 GG0225
 GG0225  HISTORY     - Date     Condition        Report By
 GG0225  HISTORY     - 1934     MONUMENTED       CGS
 GG0225
 GG0225                          STATION DESCRIPTION
 GG0225
 GG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0225'2.3 MI SE FROM DODGE.
 GG0225'2.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0225'FROM THE STATION AT DODGE, DELAWARE COUNTY, 105 FEET SOUTH OF THE
 GG0225'TENTH POLE NORTH OF MILEPOST 370, AT A CUT, AND 25 FEET WEST
 GG0225'OF THE TRACK.  A STANDARD DISK, STAMPED K 70 1934 AND SET IN
 GG0225'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0371 ***********************************************************************
 GL0371  DESIGNATION -  K 71
 GL0371  PID         -  GL0371
 GL0371  STATE/COUNTY-  OK/CIMARRON
 GL0371  COUNTRY     -  US
 GL0371  USGS QUAD   -  KENTON SE (2018)
 GL0371
 GL0371                         *CURRENT SURVEY CONTROL
 GL0371  ______________________________________________________________________
 GL0371* NAD 83(1986) POSITION- 36 47 30.4    (N) 102 48 17.6    (W)   HD_HELD2
 GL0371* NAVD 88 ORTHO HEIGHT -  1378.292 (meters)     4521.95  (feet) ADJUSTED
 GL0371  ______________________________________________________________________
 GL0371  GEOID HEIGHT    -        -23.008 (meters)                     GEOID18
 GL0371  DYNAMIC HEIGHT  -       1376.745 (meters)     4516.87  (feet) COMP
 GL0371  MODELED GRAVITY -    979,461.2   (mgal)                       NAVD 88
 GL0371
 GL0371  VERT ORDER      -  SECOND    CLASS 0
 GL0371
 GL0371.The horizontal coordinates were established by autonomous hand held GPS
 GL0371.observations and have an estimated accuracy of +/- 10 meters.
 GL0371
 GL0371.The orthometric height was determined by differential leveling and
 GL0371.adjusted by the NATIONAL GEODETIC SURVEY
 GL0371.in June 1991.
 GL0371
 GL0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0371.GEOID18 height accuracy estimate available here.
 GL0371
 GL0371.Click photographs - Photos may exist for this station.
 GL0371
 GL0371.The dynamic height is computed by dividing the NAVD 88
 GL0371.geopotential number by the normal gravity value computed on the
 GL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0371.degrees latitude (g = 980.6199 gals.).
 GL0371
 GL0371.The modeled gravity was interpolated from observed gravity values.
 GL0371
 GL0371;                    North         East    Units  Estimated Accuracy
 GL0371;SPC OK N     -   209,420.      171,318.      MT  (+/- 10 meters HH2 GPS)
 GL0371
 GL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9585774021(NAD 83)
 GL0371
 GL0371                          SUPERSEDED SURVEY CONTROL
 GL0371
 GL0371.No superseded survey control is available for this station.
 GL0371
 GL0371_MARKER: DB = BENCH MARK DISK
 GL0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0371_STAMPING: K 71 1935
 GL0371_MARK LOGO: CGS
 GL0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0371+STABILITY: SURFACE MOTION
 GL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0371+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0371
 GL0371  HISTORY     - Date     Condition        Report By
 GL0371  HISTORY     - 1935     MONUMENTED       CGS
 GL0371  HISTORY     - 1939     GOOD             CGS
 GL0371  HISTORY     - 20051008 GOOD             INDIV
 GL0371
 GL0371                          STATION DESCRIPTION
 GL0371
 GL0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0371'15.0 MI E FROM WHEELESS.
 GL0371'15.0 MI. E. OF KENTON ALONG ROAD TO BOISE CITY AND U.S. HWY NO. 64 AT
 GL0371'A CATTLE GUARD, 55 FT. E. OF THE CENTER LINE OF THE HWY., AND 2 FT. N.
 GL0371'OF THE FENCE LINE.  ON THE ROAD BETWEEN KENTON, OKLA. AND JUNCTION OF
 GL0371'US 64 AND ROAD TO WHEELESS, OKLA.
 GL0371
 GL0371                          STATION RECOVERY (1939)
 GL0371
 GL0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GL0371'RECOVERED IN GOOD CONDITION.
 GL0371
 GL0371                          STATION RECOVERY (2005)
 GL0371
 GL0371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0371'CATTLE GUARD HAS BEEN REMOVED.  MARKER IS 1 FOOT EAST OF RIGHT OF WAY
 GL0371'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0754 ***********************************************************************
 GK0754  DESIGNATION -  K 72
 GK0754  PID         -  GK0754
 GK0754  STATE/COUNTY-  OK/TEXAS
 GK0754  COUNTRY     -  US
 GK0754  USGS QUAD   -  HOUGH SW (2018)
 GK0754
 GK0754                         *CURRENT SURVEY CONTROL
 GK0754  ______________________________________________________________________
 GK0754* NAD 83(1986) POSITION- 36 45 45.     (N) 101 40 21.     (W)   SCALED
 GK0754* NAVD 88 ORTHO HEIGHT -  1011.283 (meters)     3317.85  (feet) ADJUSTED
 GK0754  ______________________________________________________________________
 GK0754  GEOID HEIGHT    -        -25.879 (meters)                     GEOID18
 GK0754  DYNAMIC HEIGHT  -       1010.238 (meters)     3314.42  (feet) COMP
 GK0754  MODELED GRAVITY -    979,563.8   (mgal)                       NAVD 88
 GK0754
 GK0754  VERT ORDER      -  SECOND    CLASS 0
 GK0754
 GK0754.The horizontal coordinates were scaled from a map and have
 GK0754.an estimated accuracy of +/- 6 seconds.
 GK0754
 GK0754.The orthometric height was determined by differential leveling and
 GK0754.adjusted by the NATIONAL GEODETIC SURVEY
 GK0754.in June 1991.
 GK0754
 GK0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0754.GEOID18 height accuracy estimate available here.
 GK0754
 GK0754.Click photographs - Photos may exist for this station.
 GK0754
 GK0754.The dynamic height is computed by dividing the NAVD 88
 GK0754.geopotential number by the normal gravity value computed on the
 GK0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0754.degrees latitude (g = 980.6199 gals.).
 GK0754
 GK0754.The modeled gravity was interpolated from observed gravity values.
 GK0754
 GK0754;                    North         East    Units  Estimated Accuracy
 GK0754;SPC OK N     -   201,760.      272,170.      MT  (+/- 180 meters Scaled)
 GK0754
 GK0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF614718(NAD 83)
 GK0754
 GK0754                          SUPERSEDED SURVEY CONTROL
 GK0754
 GK0754  NGVD 29 (??/??/92) 1010.835  (m)         3316.38   (f) ADJ UNCH    2 0
 GK0754
 GK0754.Superseded values are not recommended for survey control.
 GK0754
 GK0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0754.See file dsdata.pdf to determine how the superseded data were derived.
 GK0754
 GK0754_MARKER: DB = BENCH MARK DISK
 GK0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0754_STAMPING: K 72 1935
 GK0754_MARK LOGO: CGS
 GK0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0754+STABILITY: SURFACE MOTION
 GK0754
 GK0754  HISTORY     - Date     Condition        Report By
 GK0754  HISTORY     - 1935     MONUMENTED       CGS
 GK0754  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0754
 GK0754                          STATION DESCRIPTION
 GK0754
 GK0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0754'15.1 MI W FROM GUYMON.
 GK0754'15.1 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 55 FT.W. OF THE
 GK0754'CENTER LINE OF THE CROSS ROAD, 50 FT. N. OF THE CENTER LINE OF THE
 GK0754'HWY., AND 2 FT. E. OF A TELEPHONE POLE.
 GK0754
 GK0754                          STATION RECOVERY (1973)
 GK0754
 GK0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0754'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0020 ***********************************************************************
 GL0020  DESIGNATION -  K 73
 GL0020  PID         -  GL0020
 GL0020  STATE/COUNTY-  OK/CIMARRON
 GL0020  COUNTRY     -  US
 GL0020  USGS QUAD   -  BOISE CITY (2018)
 GL0020
 GL0020                         *CURRENT SURVEY CONTROL
 GL0020  ______________________________________________________________________
 GL0020* NAD 83(1986) POSITION- 36 44 52.     (N) 102 29 59.     (W)   SCALED
 GL0020* NAVD 88 ORTHO HEIGHT -  1266.708 (meters)     4155.86  (feet) ADJUSTED
 GL0020  ______________________________________________________________________
 GL0020  GEOID HEIGHT    -        -23.781 (meters)                     GEOID18
 GL0020  DYNAMIC HEIGHT  -       1265.320 (meters)     4151.30  (feet) COMP
 GL0020  MODELED GRAVITY -    979,491.5   (mgal)                       NAVD 88
 GL0020
 GL0020  VERT ORDER      -  SECOND    CLASS 0
 GL0020
 GL0020.The horizontal coordinates were scaled from a map and have
 GL0020.an estimated accuracy of +/- 6 seconds.
 GL0020
 GL0020.The orthometric height was determined by differential leveling and
 GL0020.adjusted by the NATIONAL GEODETIC SURVEY
 GL0020.in June 1991.
 GL0020
 GL0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0020.GEOID18 height accuracy estimate available here.
 GL0020
 GL0020.Click photographs - Photos may exist for this station.
 GL0020
 GL0020.The dynamic height is computed by dividing the NAVD 88
 GL0020.geopotential number by the normal gravity value computed on the
 GL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0020.degrees latitude (g = 980.6199 gals.).
 GL0020
 GL0020.The modeled gravity was interpolated from observed gravity values.
 GL0020
 GL0020;                    North         East    Units  Estimated Accuracy
 GL0020;SPC OK N     -   203,240.      198,300.      MT  (+/- 180 meters Scaled)
 GL0020
 GL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA232698(NAD 83)
 GL0020
 GL0020                          SUPERSEDED SURVEY CONTROL
 GL0020
 GL0020.No superseded survey control is available for this station.
 GL0020
 GL0020_MARKER: DB = BENCH MARK DISK
 GL0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0020_STAMPING: K 73 1935
 GL0020_MARK LOGO: CGS
 GL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0020+STABILITY: SURFACE MOTION
 GL0020
 GL0020  HISTORY     - Date     Condition        Report By
 GL0020  HISTORY     - 1935     MONUMENTED       CGS
 GL0020  HISTORY     - 1939     GOOD             USGS
 GL0020
 GL0020                          STATION DESCRIPTION
 GL0020
 GL0020'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 GL0020'2.0 MI NE FROM BOISE CITY.
 GL0020'2.0 MILES NORTHEAST OF BOISE CITY ALONG OLD US HIGHWAY 64, NEAR AN
 GL0020'INTERSECTION OF SECTION LINE ROADS, 60 FEET SOUTH OF THE CENTER LINE
 GL0020'OF E-W ROAD, 48.5 FEET EAST OF THE CENTER LINE OF THE N-S ROAD, NEAR
 GL0020'THE NW CORNER SECTION 11, T 3 N, R 5 ECM, A STANDARD DISK SET IN THE
 GL0020'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0753 ***********************************************************************
 GK0753  DESIGNATION -  K 74
 GK0753  PID         -  GK0753
 GK0753  STATE/COUNTY-  OK/TEXAS
 GK0753  COUNTRY     -  US
 GK0753  USGS QUAD   -  HOUGH SW (2018)
 GK0753
 GK0753                         *CURRENT SURVEY CONTROL
 GK0753  ______________________________________________________________________
 GK0753* NAD 83(1986) POSITION- 36 45 45.     (N) 101 39 17.     (W)   SCALED
 GK0753* NAVD 88 ORTHO HEIGHT -  1008.548 (meters)     3308.88  (feet) ADJUSTED
 GK0753  ______________________________________________________________________
 GK0753  GEOID HEIGHT    -        -25.923 (meters)                     GEOID18
 GK0753  DYNAMIC HEIGHT  -       1007.506 (meters)     3305.46  (feet) COMP
 GK0753  MODELED GRAVITY -    979,564.4   (mgal)                       NAVD 88
 GK0753
 GK0753  VERT ORDER      -  SECOND    CLASS 0
 GK0753
 GK0753.The horizontal coordinates were scaled from a map and have
 GK0753.an estimated accuracy of +/- 6 seconds.
 GK0753
 GK0753.The orthometric height was determined by differential leveling and
 GK0753.adjusted by the NATIONAL GEODETIC SURVEY
 GK0753.in June 1991.
 GK0753
 GK0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0753.GEOID18 height accuracy estimate available here.
 GK0753
 GK0753.Click photographs - Photos may exist for this station.
 GK0753
 GK0753.The dynamic height is computed by dividing the NAVD 88
 GK0753.geopotential number by the normal gravity value computed on the
 GK0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0753.degrees latitude (g = 980.6199 gals.).
 GK0753
 GK0753.The modeled gravity was interpolated from observed gravity values.
 GK0753
 GK0753;                    North         East    Units  Estimated Accuracy
 GK0753;SPC OK N     -   201,700.      273,760.      MT  (+/- 180 meters Scaled)
 GK0753
 GK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF630718(NAD 83)
 GK0753
 GK0753                          SUPERSEDED SURVEY CONTROL
 GK0753
 GK0753  NGVD 29 (??/??/92) 1008.101  (m)         3307.41   (f) ADJ UNCH    2 0
 GK0753
 GK0753.Superseded values are not recommended for survey control.
 GK0753
 GK0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0753.See file dsdata.pdf to determine how the superseded data were derived.
 GK0753
 GK0753_MARKER: DB = BENCH MARK DISK
 GK0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0753_STAMPING: K 74 1935
 GK0753_MARK LOGO: CGS
 GK0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0753+STABILITY: SURFACE MOTION
 GK0753
 GK0753  HISTORY     - Date     Condition        Report By
 GK0753  HISTORY     - 1935     MONUMENTED       CGS
 GK0753  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0753
 GK0753                          STATION DESCRIPTION
 GK0753
 GK0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0753'14.0 MI W FROM GUYMON.
 GK0753'14.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 48 FT. N. OF
 GK0753'THE CENTER LINE OF THE HWY., 85 FT. E. OF THE CENTER LINE OF THE CROSS
 GK0753'ROAD, AND 1 FT. S. OF A TELEPHONE POLE.
 GK0753
 GK0753                          STATION RECOVERY (1973)
 GK0753
 GK0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0753'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0738 ***********************************************************************
 GK0738  DESIGNATION -  K 75 RESET
 GK0738  PID         -  GK0738
 GK0738  STATE/COUNTY-  OK/TEXAS
 GK0738  COUNTRY     -  US
 GK0738  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0738
 GK0738                         *CURRENT SURVEY CONTROL
 GK0738  ______________________________________________________________________
 GK0738* NAD 83(1986) POSITION- 36 55 16.     (N) 101 54 06.     (W)   SCALED
 GK0738* NAVD 88 ORTHO HEIGHT -  1106.59  (+/-2cm)     3630.5   (feet) VERTCON3
 GK0738  ______________________________________________________________________
 GK0738  GEOID HEIGHT    -        -25.127 (meters)                     GEOID18
 GK0738  VERT ORDER      -  THIRD (See Below)
 GK0738
 GK0738.The horizontal coordinates were scaled from a map and have
 GK0738.an estimated accuracy of +/- 6 seconds.
 GK0738
 GK0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0738
 GK0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0738.GEOID18 height accuracy estimate available here.
 GK0738
 GK0738.The vertical order pertains to the NGVD 29 superseded value.
 GK0738
 GK0738.Click photographs - Photos may exist for this station.
 GK0738
 GK0738;                    North         East    Units  Estimated Accuracy
 GK0738;SPC OK N     -   220,150.      252,430.      MT  (+/- 180 meters Scaled)
 GK0738
 GK0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF415900(NAD 83)
 GK0738
 GK0738                          SUPERSEDED SURVEY CONTROL
 GK0738
 GK0738  NGVD 29 (??/??/??) 1106.11   (m)         3629.0    (f) RESET       3  
 GK0738
 GK0738.Superseded values are not recommended for survey control.
 GK0738
 GK0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0738.See file dsdata.pdf to determine how the superseded data were derived.
 GK0738
 GK0738_MARKER: DB = BENCH MARK DISK
 GK0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0738_STAMPING: K 75 RESET 1955
 GK0738_MARK LOGO: CGS
 GK0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0738+STABILITY: SURFACE MOTION
 GK0738
 GK0738  HISTORY     - Date     Condition        Report By
 GK0738  HISTORY     - 1955     MONUMENTED       CGS
 GK0738  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0738
 GK0738                          STATION DESCRIPTION
 GK0738
 GK0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GK0738'5.6 MI S FROM ELKHART, KANSAS.
 GK0738'IN TEXAS COUNTY, OKLAHOMA, ABOUT 05.6 MILES SOUTH FROM MAIN STREET IN
 GK0738'ELKHART, MORTON COUNTY, KANSAS, ALLONG STATE HIGHWAY NO. 95, AT A ROAD
 GK0738'CROSSING, ABOUT 85 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 GK0738'SOUTH OF THE CENTERLINE OF THE CROSSROAD AND 3 FEET EAST OF A 4 X 4
 GK0738'POST. A STANDARD DISK STAMPED K 75 RESET 1955 AND SET IN A CONCRETE
 GK0738'MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 GK0738
 GK0738                          STATION RECOVERY (1973)
 GK0738
 GK0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0738'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0307 ***********************************************************************
 FH0307  DESIGNATION -  K 76
 FH0307  PID         -  FH0307
 FH0307  STATE/COUNTY-  OK/SEQUOYAH
 FH0307  COUNTRY     -  US
 FH0307  USGS QUAD   -  MULDROW SW (2018)
 FH0307
 FH0307                         *CURRENT SURVEY CONTROL
 FH0307  ______________________________________________________________________
 FH0307* NAD 83(1986) POSITION- 35 21 16.     (N) 094 42 49.     (W)   SCALED
 FH0307* NAVD 88 ORTHO HEIGHT -   134.598 (meters)      441.59  (feet) ADJUSTED
 FH0307  ______________________________________________________________________
 FH0307  GEOID HEIGHT    -        -30.396 (meters)                     GEOID18
 FH0307  DYNAMIC HEIGHT  -        134.470 (meters)      441.17  (feet) COMP
 FH0307  MODELED GRAVITY -    979,683.7   (mgal)                       NAVD 88
 FH0307
 FH0307  VERT ORDER      -  SECOND    CLASS 0
 FH0307
 FH0307.The horizontal coordinates were scaled from a map and have
 FH0307.an estimated accuracy of +/- 6 seconds.
 FH0307
 FH0307.The orthometric height was determined by differential leveling and
 FH0307.adjusted by the NATIONAL GEODETIC SURVEY
 FH0307.in June 1991.
 FH0307
 FH0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0307.GEOID18 height accuracy estimate available here.
 FH0307
 FH0307.Click photographs - Photos may exist for this station.
 FH0307
 FH0307.The dynamic height is computed by dividing the NAVD 88
 FH0307.geopotential number by the normal gravity value computed on the
 FH0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0307.degrees latitude (g = 980.6199 gals.).
 FH0307
 FH0307.The modeled gravity was interpolated from observed gravity values.
 FH0307
 FH0307;                    North         East    Units  Estimated Accuracy
 FH0307;SPC OK N     -    44,380.      898,670.      MT  (+/- 180 meters Scaled)
 FH0307
 FH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV442136(NAD 83)
 FH0307
 FH0307                          SUPERSEDED SURVEY CONTROL
 FH0307
 FH0307  NGVD 29 (??/??/92)  134.504  (m)          441.29   (f) ADJ UNCH    2 0
 FH0307
 FH0307.Superseded values are not recommended for survey control.
 FH0307
 FH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0307.See file dsdata.pdf to determine how the superseded data were derived.
 FH0307
 FH0307_MARKER: DB = BENCH MARK DISK
 FH0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0307_STAMPING: K 76 1940
 FH0307_MARK LOGO: CGS
 FH0307_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0307+STABILITY: SURFACE MOTION
 FH0307
 FH0307  HISTORY     - Date     Condition        Report By
 FH0307  HISTORY     - 1940     MONUMENTED       CGS
 FH0307
 FH0307                          STATION DESCRIPTION
 FH0307
 FH0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0307'3.7 MI SW FROM GANS.
 FH0307'3.7 MILES SOUTHWEST OF RR STATION AT GANS.  TO REACH FROM RR
 FH0307'STATION AT GANS PROCEED SOUTH ON STREET IN GANS, GO 0.1 MILE,
 FH0307'TURN LEFT AT STREET INTERSECTION IN GANS AND FOLLOW GRADED ROAD
 FH0307'SOUTHEASTERLY, GO 0.3 MILE, TAKE RIGHT FORK AND FOLLOW GRADED
 FH0307'ROAD SOUTH, GO 1.5 MILES, TURN RIGHT (WEST) AT CROSS ROADS, GO
 FH0307'1.0 MILE, TURN LEFT AT CROSS RAODS, GO 0.2 MILE, TURN RIGHT
 FH0307'(WEST) THROUGH GATE AND FOLLOW FARM ROAD, GO 0.6 MILE.  BENCH
 FH0307'MARK IS ALONG FARM ROAD, AT POINT WHERE ROAD ENTERS CULTIVATED
 FH0307'FIELD, 0.1 MILE SOUTHEAST OF FARM HOUSE, 18 FEET WEST OF CENTER
 FH0307'LINE OF FARM ROAD, 1.8 FEET NORTH OF EAST-WEST FENCE ALONG NORTH
 FH0307'SIDE OF CULTIVATED FIELD, 3 FEET WEST OF 4X4 INCH WOOD POST
 FH0307'PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS ABOUT
 FH0307'0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0326 ***********************************************************************
 FH0326  DESIGNATION -  K 77
 FH0326  PID         -  FH0326
 FH0326  STATE/COUNTY-  OK/SEQUOYAH
 FH0326  COUNTRY     -  US
 FH0326  USGS QUAD   -  FORT COFFEE (2018)
 FH0326
 FH0326                         *CURRENT SURVEY CONTROL
 FH0326  ______________________________________________________________________
 FH0326* NAD 83(1986) POSITION- 35 19 57.     (N) 094 36 03.     (W)   SCALED
 FH0326* NAVD 88 ORTHO HEIGHT -   131.645 (meters)      431.91  (feet) ADJUSTED
 FH0326  ______________________________________________________________________
 FH0326  GEOID HEIGHT    -        -30.451 (meters)                     GEOID18
 FH0326  DYNAMIC HEIGHT  -        131.519 (meters)      431.49  (feet) COMP
 FH0326  MODELED GRAVITY -    979,679.7   (mgal)                       NAVD 88
 FH0326
 FH0326  VERT ORDER      -  SECOND    CLASS 0
 FH0326
 FH0326.The horizontal coordinates were scaled from a map and have
 FH0326.an estimated accuracy of +/- 6 seconds.
 FH0326
 FH0326.The orthometric height was determined by differential leveling and
 FH0326.adjusted by the NATIONAL GEODETIC SURVEY
 FH0326.in June 1991.
 FH0326
 FH0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0326.GEOID18 height accuracy estimate available here.
 FH0326
 FH0326.Click photographs - Photos may exist for this station.
 FH0326
 FH0326.The dynamic height is computed by dividing the NAVD 88
 FH0326.geopotential number by the normal gravity value computed on the
 FH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0326.degrees latitude (g = 980.6199 gals.).
 FH0326
 FH0326.The modeled gravity was interpolated from observed gravity values.
 FH0326
 FH0326;                    North         East    Units  Estimated Accuracy
 FH0326;SPC OK N     -    42,300.      909,000.      MT  (+/- 180 meters Scaled)
 FH0326
 FH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV545110(NAD 83)
 FH0326
 FH0326                          SUPERSEDED SURVEY CONTROL
 FH0326
 FH0326  NGVD 29 (??/??/92)  131.560  (m)          431.63   (f) ADJ UNCH    2 0
 FH0326
 FH0326.Superseded values are not recommended for survey control.
 FH0326
 FH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0326.See file dsdata.pdf to determine how the superseded data were derived.
 FH0326
 FH0326_MARKER: DB = BENCH MARK DISK
 FH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0326_STAMPING: K 77 1940
 FH0326_MARK LOGO: CGS
 FH0326_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0326+STABILITY: SURFACE MOTION
 FH0326
 FH0326  HISTORY     - Date     Condition        Report By
 FH0326  HISTORY     - 1940     MONUMENTED       CGS
 FH0326
 FH0326                          STATION DESCRIPTION
 FH0326
 FH0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0326'3.5 MI NE FROM REDLAND.
 FH0326'3.5 MILES NORTHEAST OF KANSAS CITY SOUTHERN RR STATION IN
 FH0326'REDLAND.  TO REACH FROM REDLAND RR STATION PROCEED NORTH ON
 FH0326'GRAVELED ROAD, GO 2.0 MILES, TURN RIGHT (EAST) AT T-INTERSECTION
 FH0326'AND FOLLOW GRAVELED ROAD, GO 0.5 MILE, CONTINUE STRAIGHT AHEAD
 FH0326'(EAST) AT T-INTERSECTION ONTO FARM TRAIL ALONG SECTION LINE, GO
 FH0326'1.1 MILES.  BENCH MARK IS ON EAST-WEST SECTION LINE, 0.1 MILE EAST
 FH0326'OF SECTION CORNER, 75 FEET EAST OF CENTER LINE OF SMALL STREAM,
 FH0326'33 FEET SOUTH OF CENTER LINE OF TRAIL, 1 FOOT NORTH OF FENCE
 FH0326'LINE, 3.0 FEET EAST OF A 4X4 INCH WOOD POST PAINTED WHITE
 FH0326'PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.6 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0731 ***********************************************************************
 FH0731  DESIGNATION -  K 79
 FH0731  PID         -  FH0731
 FH0731  STATE/COUNTY-  OK/WAGONER
 FH0731  COUNTRY     -  US
 FH0731  USGS QUAD   -  RED BIRD (2018)
 FH0731
 FH0731                         *CURRENT SURVEY CONTROL
 FH0731  ______________________________________________________________________
 FH0731* NAD 83(1986) POSITION- 35 56 40.     (N) 095 35 35.     (W)   SCALED
 FH0731* NAVD 88 ORTHO HEIGHT -   183.657 (meters)      602.55  (feet) ADJUSTED
 FH0731  ______________________________________________________________________
 FH0731  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 FH0731  DYNAMIC HEIGHT  -        183.494 (meters)      602.01  (feet) COMP
 FH0731  MODELED GRAVITY -    979,740.8   (mgal)                       NAVD 88
 FH0731
 FH0731  VERT ORDER      -  SECOND    CLASS 0
 FH0731
 FH0731.The horizontal coordinates were scaled from a map and have
 FH0731.an estimated accuracy of +/- 6 seconds.
 FH0731
 FH0731.The orthometric height was determined by differential leveling and
 FH0731.adjusted by the NATIONAL GEODETIC SURVEY
 FH0731.in June 1991.
 FH0731
 FH0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0731.GEOID18 height accuracy estimate available here.
 FH0731
 FH0731.Click photographs - Photos may exist for this station.
 FH0731
 FH0731.The dynamic height is computed by dividing the NAVD 88
 FH0731.geopotential number by the normal gravity value computed on the
 FH0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0731.degrees latitude (g = 980.6199 gals.).
 FH0731
 FH0731.The modeled gravity was interpolated from observed gravity values.
 FH0731
 FH0731;                    North         East    Units  Estimated Accuracy
 FH0731;SPC OK N     -   107,480.      817,140.      MT  (+/- 180 meters Scaled)
 FH0731
 FH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV661808(NAD 83)
 FH0731
 FH0731                          SUPERSEDED SURVEY CONTROL
 FH0731
 FH0731  NGVD 29 (??/??/92)  183.543  (m)          602.17   (f) ADJ UNCH    2 0
 FH0731
 FH0731.Superseded values are not recommended for survey control.
 FH0731
 FH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0731.See file dsdata.pdf to determine how the superseded data were derived.
 FH0731
 FH0731_MARKER: DB = BENCH MARK DISK
 FH0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0731_STAMPING: K 79 1940
 FH0731_MARK LOGO: CGS
 FH0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0731+STABILITY: SURFACE MOTION
 FH0731
 FH0731  HISTORY     - Date     Condition        Report By
 FH0731  HISTORY     - 1940     MONUMENTED       CGS
 FH0731  HISTORY     - 1962     GOOD             USGS
 FH0731  HISTORY     - 20210413 MARK NOT FOUND   OKDOT
 FH0731
 FH0731                          STATION DESCRIPTION
 FH0731
 FH0731'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FH0731'3.3 MI E FROM COWETA.
 FH0731'COWETA, 3 MI. E. AND 1/2 MI. S. OF, NEAR S. 1/4 COR. OF SEC.
 FH0731'15, T. 17 N., R. 16 E., 85 FT. E. OF CENTERLINE OF E-W SEC. RD.
 FH0731'AT PRIVATE DRIVE S., 34 FT. N. OF CENTERLINE OF E-W SEC. RD., 63
 FH0731'FT. W. OF CENTERLINE OF RD. AT DRIVE N. TO PREVIOUS LOCATION
 FH0731'OF CLEARFIELD SCHOOL (SCHOOL BUILDINGS NOW REMOVED), 2 1/2 FT.
 FH0731'N. OF R/W FENCE, IN CONCRETE POST PROJECTING 3 IN. ABOVE GROUND,
 FH0731'A STANDARD TABLET STAMPED K-79 1940.
 FH0731
 FH0731                          STATION RECOVERY (2021)
 FH0731
 FH0731'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0042 ***********************************************************************
 FJ0042  DESIGNATION -  K 8
 FJ0042  PID         -  FJ0042
 FJ0042  STATE/COUNTY-  OK/OKFUSKEE
 FJ0042  COUNTRY     -  US
 FJ0042  USGS QUAD   -  CLEARVIEW (2018)
 FJ0042
 FJ0042                         *CURRENT SURVEY CONTROL
 FJ0042  ______________________________________________________________________
 FJ0042* NAD 83(1986) POSITION- 35 22 36.     (N) 096 08 59.     (W)   SCALED
 FJ0042* NAVD 88 ORTHO HEIGHT -   221.978 (meters)      728.27  (feet) ADJUSTED
 FJ0042  ______________________________________________________________________
 FJ0042  GEOID HEIGHT    -        -28.808 (meters)                     GEOID18
 FJ0042  DYNAMIC HEIGHT  -        221.766 (meters)      727.58  (feet) COMP
 FJ0042  MODELED GRAVITY -    979,675.6   (mgal)                       NAVD 88
 FJ0042
 FJ0042  VERT ORDER      -  FIRST     CLASS II
 FJ0042
 FJ0042.The horizontal coordinates were scaled from a map and have
 FJ0042.an estimated accuracy of +/- 6 seconds.
 FJ0042
 FJ0042.The orthometric height was determined by differential leveling and
 FJ0042.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0042.in June 1991.
 FJ0042
 FJ0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0042.GEOID18 height accuracy estimate available here.
 FJ0042
 FJ0042.Click photographs - Photos may exist for this station.
 FJ0042
 FJ0042.The dynamic height is computed by dividing the NAVD 88
 FJ0042.geopotential number by the normal gravity value computed on the
 FJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0042.degrees latitude (g = 980.6199 gals.).
 FJ0042
 FJ0042.The modeled gravity was interpolated from observed gravity values.
 FJ0042
 FJ0042;                    North         East    Units  Estimated Accuracy
 FJ0042;SPC OK N     -    43,400.      768,130.      MT  (+/- 180 meters Scaled)
 FJ0042
 FJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE589185(NAD 83)
 FJ0042
 FJ0042                          SUPERSEDED SURVEY CONTROL
 FJ0042
 FJ0042  NGVD 29 (??/??/92)  221.863  (m)          727.90   (f) ADJ UNCH    1 2
 FJ0042
 FJ0042.Superseded values are not recommended for survey control.
 FJ0042
 FJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0042.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0042
 FJ0042_MARKER: DB = BENCH MARK DISK
 FJ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0042_STAMPING: K 8 1933
 FJ0042_MARK LOGO: CGS
 FJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0042+STABILITY: SURFACE MOTION
 FJ0042
 FJ0042  HISTORY     - Date     Condition        Report By
 FJ0042  HISTORY     - 1933     MONUMENTED       CGS
 FJ0042  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0042
 FJ0042                          STATION DESCRIPTION
 FJ0042
 FJ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0042'3.4 MI NW FROM WELEETKA.
 FJ0042'3.4 MILES N.W. OF WELEETKA ON THE FT. S. AND W.R.R., MILE POLE
 FJ0042'NO 121 PLUS 18 POLES, AT A GRADE CROSSING, 50 FEET N.E. OF
 FJ0042'RAILROAD, 35 FEET N.W. OF THE ROAD BY A FENCE CORNER, 200 FEET
 FJ0042'S.E. OF A FARM HOUSE.
 FJ0042
 FJ0042                          STATION RECOVERY (1964)
 FJ0042
 FJ0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0324 ***********************************************************************
 GL0324  DESIGNATION -  K 80
 GL0324  PID         -  GL0324
 GL0324  STATE/COUNTY-  OK/CIMARRON
 GL0324  COUNTRY     -  US
 GL0324  USGS QUAD   -  BOISE CITY (2018)
 GL0324
 GL0324                         *CURRENT SURVEY CONTROL
 GL0324  ______________________________________________________________________
 GL0324* NAD 83(1986) POSITION- 36 44 00.00   (N) 102 32 07.90   (W)   HD_HELD1
 GL0324* NAVD 88 ORTHO HEIGHT -  1278.037 (meters)     4193.03  (feet) ADJUSTED
 GL0324  ______________________________________________________________________
 GL0324  GEOID HEIGHT    -        -23.706 (meters)                     GEOID18
 GL0324  DYNAMIC HEIGHT  -       1276.633 (meters)     4188.42  (feet) COMP
 GL0324  MODELED GRAVITY -    979,489.0   (mgal)                       NAVD 88
 GL0324
 GL0324  VERT ORDER      -  FIRST     CLASS II
 GL0324
 GL0324.The horizontal coordinates were determined by differentially corrected
 GL0324.hand held GPS observations or other comparable positioning techniques
 GL0324.and have an estimated accuracy of +/- 3 meters.
 GL0324
 GL0324.The orthometric height was determined by differential leveling and
 GL0324.adjusted by the NATIONAL GEODETIC SURVEY
 GL0324.in June 1991.
 GL0324
 GL0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0324.GEOID18 height accuracy estimate available here.
 GL0324
 GL0324.Click photographs - Photos may exist for this station.
 GL0324
 GL0324.The dynamic height is computed by dividing the NAVD 88
 GL0324.geopotential number by the normal gravity value computed on the
 GL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0324.degrees latitude (g = 980.6199 gals.).
 GL0324
 GL0324.The modeled gravity was interpolated from observed gravity values.
 GL0324
 GL0324;                    North         East    Units  Estimated Accuracy
 GL0324;SPC OK N     -   201,785.1     195,029.4     MT  (+/- 3 meters HH1 GPS) 
 GL0324
 GL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2006168122(NAD 83)
 GL0324
 GL0324                          SUPERSEDED SURVEY CONTROL
 GL0324
 GL0324.No superseded survey control is available for this station.
 GL0324
 GL0324_MARKER: DB = BENCH MARK DISK
 GL0324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0324_SP_SET: CULVERT HEADWALL
 GL0324_STAMPING: K 80 1941
 GL0324_MARK LOGO: CGS
 GL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0324+STABILITY: SURFACE MOTION
 GL0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0324+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2015
 GL0324
 GL0324  HISTORY     - Date     Condition        Report By
 GL0324  HISTORY     - 1941     MONUMENTED       CGS
 GL0324  HISTORY     - 1985     GOOD             NGS
 GL0324  HISTORY     - 20051008 GOOD             INDIV
 GL0324  HISTORY     - 20150506 GOOD             INDIV
 GL0324
 GL0324                          STATION DESCRIPTION
 GL0324
 GL0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0324'1.3 MI W FROM BOISE CITY.
 GL0324'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0324'ON U.S. HIGHWAY NO. 64, GO 1.3 MILES TO CROSS ROADS AND SITE OF BENCH
 GL0324'MARK.  BENCH MARK IS AT THE FIRST CROSS ROADS WEST OF TOWN, SET
 GL0324'HORIZONTALLY IN THE SOUTH END OF THE EAST HEADWALL OF A LARGE CONCRETE
 GL0324'CULVERT UNDER THE NORTH-SOUTH ROAD.  66.0 FEET SOUTH OF AND ABOUT THE
 GL0324'SAME ELEVATION AS THE CENTERLINE OF HIGHWAY NO. 64.  15.0 FEET EAST OF
 GL0324'THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 GL0324
 GL0324                          STATION RECOVERY (1985)
 GL0324
 GL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0324'RECOVERED IN GOOD CONDITION.
 GL0324
 GL0324                          STATION RECOVERY (2005)
 GL0324
 GL0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0324'RECOVERED IN GOOD CONDITION.
 GL0324
 GL0324                          STATION RECOVERY (2015)
 GL0324
 GL0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLJ)
 GL0324'RECOVERED AS DESCRIBED SPC OK N N-662023.7 E-639859.1
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0442 ***********************************************************************
 EL0442  DESIGNATION -  K 81
 EL0442  PID         -  EL0442
 EL0442  STATE/COUNTY-  OK/CARTER
 EL0442  COUNTRY     -  US
 EL0442  USGS QUAD   -  SPRINGER (2018)
 EL0442
 EL0442                         *CURRENT SURVEY CONTROL
 EL0442  ______________________________________________________________________
 EL0442* NAD 83(1986) POSITION- 34 18 12.     (N) 097 08 04.     (W)   SCALED
 EL0442* NAVD 88 ORTHO HEIGHT -   258.576 (meters)      848.34  (feet) ADJUSTED
 EL0442  ______________________________________________________________________
 EL0442  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 EL0442  DYNAMIC HEIGHT  -        258.313 (meters)      847.48  (feet) COMP
 EL0442  MODELED GRAVITY -    979,608.6   (mgal)                       NAVD 88
 EL0442
 EL0442  VERT ORDER      -  SECOND    CLASS 0
 EL0442
 EL0442.The horizontal coordinates were scaled from a map and have
 EL0442.an estimated accuracy of +/- 6 seconds.
 EL0442
 EL0442.The orthometric height was determined by differential leveling and
 EL0442.adjusted by the NATIONAL GEODETIC SURVEY
 EL0442.in June 1991.
 EL0442
 EL0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0442.GEOID18 height accuracy estimate available here.
 EL0442
 EL0442.Click photographs - Photos may exist for this station.
 EL0442
 EL0442.The dynamic height is computed by dividing the NAVD 88
 EL0442.geopotential number by the normal gravity value computed on the
 EL0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0442.degrees latitude (g = 980.6199 gals.).
 EL0442
 EL0442.The modeled gravity was interpolated from observed gravity values.
 EL0442
 EL0442;                    North         East    Units  Estimated Accuracy
 EL0442;SPC OK S     -   107,940.      679,670.      MT  (+/- 180 meters Scaled)
 EL0442
 EL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC716973(NAD 83)
 EL0442
 EL0442                          SUPERSEDED SURVEY CONTROL
 EL0442
 EL0442  NGVD 29 (??/??/92)  258.520  (m)          848.16   (f) ADJ UNCH    2 0
 EL0442
 EL0442.Superseded values are not recommended for survey control.
 EL0442
 EL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0442.See file dsdata.pdf to determine how the superseded data were derived.
 EL0442
 EL0442_MARKER: DB = BENCH MARK DISK
 EL0442_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0442_SP_SET: CULVERT HEADWALL
 EL0442_STAMPING: K 81 1945
 EL0442_MARK LOGO: CGS
 EL0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0442+STABILITY: SURFACE MOTION
 EL0442
 EL0442  HISTORY     - Date     Condition        Report By
 EL0442  HISTORY     - 1945     MONUMENTED       CGS
 EL0442  HISTORY     - 20091212 MARK NOT FOUND   GEOCAC
 EL0442
 EL0442                          STATION DESCRIPTION
 EL0442
 EL0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0442'1.1 MI SE FROM SPRINGER.
 EL0442'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE POST
 EL0442'OFFICE AT SPRINGER, THENCE EAST 0.5 MILE ALONG ASPHALT ROAD
 EL0442'TO SITE OF MARK, BENCH MARK IS 0.1 MILE WEST OF A WOODEN
 EL0442'BRIDGE, 25.0 FEET SOUTH OF THE CENTER LINE OF ASPHALT ROAD
 EL0442'AND IN TOP OF THE CENTER OF THE WEST HEADWALL OF A 2 FT X 4 FT
 EL0442'CONCRETE CULVERT ON A T ROAD LEADING SOUTH.  AN IRON DISK STAMPED
 EL0442'K 81 1945 SET IN A DRILL HOLE IN CONCRETE.
 EL0442
 EL0442                          STATION RECOVERY (2009)
 EL0442
 EL0442'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0442'THE OLD BOX CULVERT HAS BEEN REPLACED WITH A NEW WIDER BOX CULVERT.
 EL0442'THERE IS NO LONGER A BENCHMARK ON THIS CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0395 ***********************************************************************
 FJ0395  DESIGNATION -  K 9 RESET
 FJ0395  PID         -  FJ0395
 FJ0395  STATE/COUNTY-  OK/OKLAHOMA
 FJ0395  COUNTRY     -  US
 FJ0395  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0395
 FJ0395                         *CURRENT SURVEY CONTROL
 FJ0395  ______________________________________________________________________
 FJ0395* NAD 83(1986) POSITION- 35 29 34.9    (N) 097 24 57.4    (W)   HD_HELD2
 FJ0395* NAVD 88 ORTHO HEIGHT -   358.485 (meters)     1176.13  (feet) ADJUSTED
 FJ0395  ______________________________________________________________________
 FJ0395  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 FJ0395  DYNAMIC HEIGHT  -        358.144 (meters)     1175.01  (feet) COMP
 FJ0395  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 FJ0395
 FJ0395  VERT ORDER      -  FIRST     CLASS II
 FJ0395
 FJ0395.The horizontal coordinates were established by autonomous hand held GPS
 FJ0395.observations and have an estimated accuracy of +/- 10 meters.
 FJ0395
 FJ0395.The orthometric height was determined by differential leveling and
 FJ0395.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0395.in August 1994.
 FJ0395
 FJ0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0395.GEOID18 height accuracy estimate available here.
 FJ0395
 FJ0395.Click photographs - Photos may exist for this station.
 FJ0395
 FJ0395.The dynamic height is computed by dividing the NAVD 88
 FJ0395.geopotential number by the normal gravity value computed on the
 FJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0395.degrees latitude (g = 980.6199 gals.).
 FJ0395
 FJ0395.The modeled gravity was interpolated from observed gravity values.
 FJ0395
 FJ0395;                    North         East    Units  Estimated Accuracy
 FJ0395;SPC OK N     -    54,863.      652,996.      MT  (+/- 10 meters HH2 GPS)
 FJ0395
 FJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4368128873(NAD 83)
 FJ0395
 FJ0395                          SUPERSEDED SURVEY CONTROL
 FJ0395
 FJ0395  NAVD 88 (06/15/91)  358.554  (m)         1176.36   (f) SUPERSEDED  1 2
 FJ0395  NGVD 29 (??/??/??)  358.44   (m)         1176.0    (f) RESET       3  
 FJ0395
 FJ0395.Superseded values are not recommended for survey control.
 FJ0395
 FJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0395.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0395
 FJ0395_MARKER: DB = BENCH MARK DISK
 FJ0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0395_SP_SET: BRIDGE
 FJ0395_STAMPING: K 9 RESET 1939
 FJ0395_MARK LOGO: CGS
 FJ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0395+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2022
 FJ0395
 FJ0395  HISTORY     - Date     Condition        Report By
 FJ0395  HISTORY     - 1939     MONUMENTED       CGS
 FJ0395  HISTORY     - 1984     GOOD             NGS
 FJ0395  HISTORY     - 1988     GOOD             USPSQD
 FJ0395  HISTORY     - 1988     GOOD             USPSQD
 FJ0395  HISTORY     - 20220725 GOOD             OKDOT
 FJ0395
 FJ0395                          STATION DESCRIPTION
 FJ0395
 FJ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FJ0395'6.6 MI E FROM OKLAHOMA CITY.
 FJ0395'6.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FJ0395'UNION STATION AT OKLAHOMA CITY, OKLAHOMA COUNTY, 27-1/2 POLES
 FJ0395'WEST OF MILEPOST 533, AT THE NEW BRIDGE OVER STATE HIGHWAY 62,
 FJ0395'AND IN THE TOP OF THE SOUTHEAST FACIAL COLUMN OF THE SOUTHEAST
 FJ0395'WING.  A STANDARD DISK, STAMPED K 9 RESET 1939.
 FJ0395
 FJ0395                          STATION RECOVERY (1984)
 FJ0395
 FJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0395'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 FJ0395'THE MARK IS 0.91 M ABOVE RAILROAD TRACKS.
 FJ0395
 FJ0395                          STATION RECOVERY (1988)
 FJ0395
 FJ0395'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 FJ0395'RECOVERED IN GOOD CONDITION.
 FJ0395
 FJ0395                          STATION RECOVERY (1988)
 FJ0395
 FJ0395'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0395'RECOVERED IN GOOD CONDITION.
 FJ0395
 FJ0395                          STATION RECOVERY (2022)
 FJ0395
 FJ0395'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0481 ***********************************************************************
 EM0481  DESIGNATION -  K 96
 EM0481  PID         -  EM0481
 EM0481  STATE/COUNTY-  OK/GREER
 EM0481  COUNTRY     -  US
 EM0481  USGS QUAD   -  REED (2018)
 EM0481
 EM0481                         *CURRENT SURVEY CONTROL
 EM0481  ______________________________________________________________________
 EM0481* NAD 83(1986) POSITION- 34 54 01.8    (N) 099 41 45.0    (W)   HD_HELD2
 EM0481* NAVD 88 ORTHO HEIGHT -   531.883 (meters)     1745.02  (feet) POSTED
 EM0481  ______________________________________________________________________
 EM0481  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 EM0481  DYNAMIC HEIGHT  -        531.32  (meters)     1743.2   (feet) COMP
 EM0481  MODELED GRAVITY -    979,553.1   (mgal)                       NAVD 88
 EM0481
 EM0481  VERT ORDER      -  * POSTED, SEE BELOW
 EM0481
 EM0481.The horizontal coordinates were established by autonomous hand held GPS
 EM0481.observations and have an estimated accuracy of +/- 10 meters.
 EM0481
 EM0481.The orthometric height was determined by differential leveling
 EM0481.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0481
 EM0481.* This is a POSTED BENCH MARK height.
 EM0481
 EM0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0481.GEOID18 height accuracy estimate available here.
 EM0481
 EM0481.Click photographs - Photos may exist for this station.
 EM0481
 EM0481.The dynamic height is computed by dividing the NAVD 88
 EM0481.geopotential number by the normal gravity value computed on the
 EM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0481.degrees latitude (g = 980.6199 gals.).
 EM0481
 EM0481.The modeled gravity was interpolated from observed gravity values.
 EM0481
 EM0481;                    North         East    Units  Estimated Accuracy
 EM0481;SPC OK S     -   175,139.      445,018.      MT  (+/- 10 meters HH2 GPS)
 EM0481
 EM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3642662229(NAD 83)
 EM0481
 EM0481                          SUPERSEDED SURVEY CONTROL
 EM0481
 EM0481  NGVD 29 (??/??/92)  531.649  (m)         1744.25   (f) ADJ UNCH    2 0
 EM0481
 EM0481.Superseded values are not recommended for survey control.
 EM0481
 EM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0481.See file dsdata.pdf to determine how the superseded data were derived.
 EM0481
 EM0481_MARKER: DB = BENCH MARK DISK
 EM0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0481_SP_SET: CULVERT HEADWALL
 EM0481_STAMPING: K 96 1934
 EM0481_MARK LOGO: CGS
 EM0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0481+STABILITY: SURFACE MOTION
 EM0481
 EM0481  HISTORY     - Date     Condition        Report By
 EM0481  HISTORY     - 1934     MONUMENTED       CGS
 EM0481  HISTORY     - 1963     GOOD             CGS
 EM0481
 EM0481                          STATION DESCRIPTION
 EM0481
 EM0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0481'IN REED.
 EM0481'46 FT. W. OF N.W. CORNER OF FARMERS UNION CO-OP.  STATION SET IN 2 X 4
 EM0481'CONC. CULVERT ON THE TOP W. END OF S. ABUTMENT, AND 18 FT. S. CENTER
 EM0481'LINE OF HWY.
 EM0481
 EM0481                          STATION RECOVERY (1963)
 EM0481
 EM0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0448 ***********************************************************************
 EM0448  DESIGNATION -  K 97
 EM0448  PID         -  EM0448
 EM0448  STATE/COUNTY-  OK/JACKSON
 EM0448  COUNTRY     -  US
 EM0448  USGS QUAD   -  DUKE (2018)
 EM0448
 EM0448                         *CURRENT SURVEY CONTROL
 EM0448  ______________________________________________________________________
 EM0448* NAD 83(1986) POSITION- 34 39 34.     (N) 099 31 34.     (W)   SCALED
 EM0448* NAVD 88 ORTHO HEIGHT -   432.273 (meters)     1418.22  (feet) POSTED
 EM0448  ______________________________________________________________________
 EM0448  GEOID HEIGHT    -        -27.594 (meters)                     GEOID18
 EM0448  DYNAMIC HEIGHT  -        431.80  (meters)     1416.7   (feet) COMP
 EM0448  MODELED GRAVITY -    979,537.4   (mgal)                       NAVD 88
 EM0448
 EM0448  VERT ORDER      -  * POSTED, SEE BELOW
 EM0448
 EM0448.The horizontal coordinates were scaled from a map and have
 EM0448.an estimated accuracy of +/- 6 seconds.
 EM0448
 EM0448.The orthometric height was determined by differential leveling
 EM0448.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0448
 EM0448.* This is a POSTED BENCH MARK height.
 EM0448
 EM0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0448.GEOID18 height accuracy estimate available here.
 EM0448
 EM0448.Click photographs - Photos may exist for this station.
 EM0448
 EM0448.The dynamic height is computed by dividing the NAVD 88
 EM0448.geopotential number by the normal gravity value computed on the
 EM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0448.degrees latitude (g = 980.6199 gals.).
 EM0448
 EM0448.The modeled gravity was interpolated from observed gravity values.
 EM0448
 EM0448;                    North         East    Units  Estimated Accuracy
 EM0448;SPC OK S     -   148,150.      460,120.      MT  (+/- 180 meters Scaled)
 EM0448
 EM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD517354(NAD 83)
 EM0448
 EM0448                          SUPERSEDED SURVEY CONTROL
 EM0448
 EM0448  NGVD 29 (??/??/92)  432.064  (m)         1417.53   (f) ADJ UNCH    2 0
 EM0448
 EM0448.Superseded values are not recommended for survey control.
 EM0448
 EM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0448.See file dsdata.pdf to determine how the superseded data were derived.
 EM0448
 EM0448_MARKER: DB = BENCH MARK DISK
 EM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0448_STAMPING: K 97 1934
 EM0448_MARK LOGO: CGS
 EM0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0448+STABILITY: SURFACE MOTION
 EM0448
 EM0448  HISTORY     - Date     Condition        Report By
 EM0448  HISTORY     - 1934     MONUMENTED       CGS
 EM0448  HISTORY     - 1971     MARK NOT FOUND   USGS
 EM0448
 EM0448                          STATION DESCRIPTION
 EM0448
 EM0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0448'2.5 MI E FROM DUKE.
 EM0448'2.5 MI. E.ON M.K.T. RAILWAY, 5 POLES W. OF MILE POST NO. 88, 45 FT. E.
 EM0448'OF CENTER LINE OF CROSS ROAD, 48 FT. N. OF CENTER LINE OF TRACK, AND 2
 EM0448'FT. S. OF INTERSECTION OF THREE FENCES.
 EM0448
 EM0448                          STATION RECOVERY (1971)
 EM0448
 EM0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EM0448'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0345 ***********************************************************************
 EK0345  DESIGNATION -  K 99
 EK0345  PID         -  EK0345
 EK0345  STATE/COUNTY-  OK/MCCURTAIN
 EK0345  COUNTRY     -  US
 EK0345  USGS QUAD   -  BATTIEST (2018)
 EK0345
 EK0345                         *CURRENT SURVEY CONTROL
 EK0345  ______________________________________________________________________
 EK0345* NAD 83(1986) POSITION- 34 23 39.     (N) 094 57 27.     (W)   SCALED
 EK0345* NAVD 88 ORTHO HEIGHT -   240.736 (meters)      789.81  (feet) ADJUSTED
 EK0345  ______________________________________________________________________
 EK0345  GEOID HEIGHT    -        -30.943 (meters)                     GEOID18
 EK0345  DYNAMIC HEIGHT  -        240.472 (meters)      788.95  (feet) COMP
 EK0345  MODELED GRAVITY -    979,535.1   (mgal)                       NAVD 88
 EK0345
 EK0345  VERT ORDER      -  SECOND    CLASS 0
 EK0345
 EK0345.The horizontal coordinates were scaled from a map and have
 EK0345.an estimated accuracy of +/- 6 seconds.
 EK0345
 EK0345.The orthometric height was determined by differential leveling and
 EK0345.adjusted by the NATIONAL GEODETIC SURVEY
 EK0345.in June 1991.
 EK0345
 EK0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0345.GEOID18 height accuracy estimate available here.
 EK0345
 EK0345.Click photographs - Photos may exist for this station.
 EK0345
 EK0345.The dynamic height is computed by dividing the NAVD 88
 EK0345.geopotential number by the normal gravity value computed on the
 EK0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0345.degrees latitude (g = 980.6199 gals.).
 EK0345
 EK0345.The modeled gravity was interpolated from observed gravity values.
 EK0345
 EK0345;                    North         East    Units  Estimated Accuracy
 EK0345;SPC OK S     -   121,890.      879,720.      MT  (+/- 180 meters Scaled)
 EK0345
 EK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU200075(NAD 83)
 EK0345
 EK0345                          SUPERSEDED SURVEY CONTROL
 EK0345
 EK0345  NGVD 29 (??/??/92)  240.668  (m)          789.59   (f) ADJ UNCH    2 0
 EK0345
 EK0345.Superseded values are not recommended for survey control.
 EK0345
 EK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0345.See file dsdata.pdf to determine how the superseded data were derived.
 EK0345
 EK0345_MARKER: DB = BENCH MARK DISK
 EK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0345_STAMPING: K 99 1960
 EK0345_MARK LOGO: CGS
 EK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0345+STABILITY: SURFACE MOTION
 EK0345
 EK0345  HISTORY     - Date     Condition        Report By
 EK0345  HISTORY     - 1960     MONUMENTED       CGS
 EK0345
 EK0345                          STATION DESCRIPTION
 EK0345
 EK0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0345'2 MI W FROM BATTIEST.
 EK0345'ABOUT 1.95 MILES WEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0345'AT BATTIEST, IN SECTION 12, R 22 E, T 2 S, 40 FEET SOUTH OF THE
 EK0345'CENTER LINE OF THE ROAD, 4 1/2 FEET WEST OF A POWER POLE BEARING
 EK0345'A TRANSFORMER, 5 FEET NORTH OF A FENCE, 2.4 FEET NORTH OF A
 EK0345'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD, AND IN THE TOP
 EK0345'OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1000 ***********************************************************************
 GH1000  DESIGNATION -  K S ADAMS RANCH WATER TANK
 GH1000  PID         -  GH1000
 GH1000  STATE/COUNTY-  OK/OSAGE
 GH1000  COUNTRY     -  US
 GH1000  USGS QUAD   -  FORAKER NORTH (2018)
 GH1000
 GH1000                         *CURRENT SURVEY CONTROL
 GH1000  ______________________________________________________________________
 GH1000* NAD 83(1997) POSITION- 36 56 55.43771(N) 096 33 09.00066(W)   ADJUSTED
 GH1000  ______________________________________________________________________
 GH1000  GEOID HEIGHT    -        -29.023 (meters)                     GEOID18
 GH1000  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 GH1000  HORZ ORDER      -  THIRD
 GH1000
 GH1000.The horizontal coordinates were established by classical geodetic methods
 GH1000.and adjusted by the National Geodetic Survey in October 1998.
 GH1000
 GH1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1000.GEOID18 height accuracy estimate available here.
 GH1000
 GH1000.Click photographs - Photos may exist for this station.
 GH1000
 GH1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1000
 GH1000. The following values were computed from the NAD 83(1997) position.
 GH1000
 GH1000;                    North         East     Units Scale Factor Converg.
 GH1000;SPC OK N     -   217,189.492   728,930.991   MT  1.00003829   +0 51 15.3
 GH1000;SPC OK N     -   712,562.53  2,391,501.09   sFT  1.00003829   +0 51 15.3
 GH1000;UTM  14      - 4,091,984.081   717,933.578   MT  1.00018514   +1 28 18.4
 GH1000
 GH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1793391984(NAD 83)
 GH1000
 GH1000                          SUPERSEDED SURVEY CONTROL
 GH1000
 GH1000  NAD 83(1993)-  36 56 55.43635(N)    096 33 08.99746(W) AD(       ) 3
 GH1000  NAD 83(1986)-  36 56 55.45107(N)    096 33 08.98796(W) AD(       ) 3
 GH1000  NAD 27      -  36 56 55.32110(N)    096 33 07.94732(W) AD(       ) 3
 GH1000
 GH1000.Superseded values are not recommended for survey control.
 GH1000
 GH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1000.See file dsdata.pdf to determine how the superseded data were derived.
 GH1000
 GH1000_MARKER: 53 = ELEVATED TANK
 GH1000
 GH1000  HISTORY     - Date     Condition        Report By
 GH1000  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH1000
 GH1000                          STATION DESCRIPTION
 GH1000
 GH1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1000'THE STATION IS THE CENTER OF THE TOP OF A STEEL TANK, APPROXIMATELY
 GH1000'90 FEET HIGH AND IS PAINTED SILVER.  IT IS LOCATED ABOUT 5-1/2
 GH1000'MILES EAST AND 1/2 MILE NORTH OF GRAINOLA, 5-1/2 MILES NORTH
 GH1000'AND 1/2 MILE EAST OF FORAKER, AT THE K.S. ADAMS RANCH
 GH1000'HEADQUARTERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0822 ***********************************************************************
 GH0822  DESIGNATION -  KANOAK
 GH0822  PID         -  GH0822
 GH0822  STATE/COUNTY-  OK/GRANT
 GH0822  COUNTRY     -  US
 GH0822  USGS QUAD   -  MEDFORD NE (2018)
 GH0822
 GH0822                         *CURRENT SURVEY CONTROL
 GH0822  ______________________________________________________________________
 GH0822* NAD 83(1997) POSITION- 36 59 49.64243(N) 097 36 30.67836(W)   ADJUSTED
 GH0822* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 GH0822  ______________________________________________________________________
 GH0822  GEOID HEIGHT    -        -28.418 (meters)                     GEOID18
 GH0822  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 GH0822  HORZ ORDER      -  SECOND
 GH0822
 GH0822.The horizontal coordinates were established by classical geodetic methods
 GH0822.and adjusted by the National Geodetic Survey in October 1998.
 GH0822
 GH0822.The orthometric height was scaled from a topographic map.
 GH0822
 GH0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0822.GEOID18 height accuracy estimate available here.
 GH0822
 GH0822.Click photographs - Photos may exist for this station.
 GH0822
 GH0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0822
 GH0822. The following values were computed from the NAD 83(1997) position.
 GH0822
 GH0822;                    North         East     Units Scale Factor Converg.
 GH0822;SPC OK N     -   221,669.044   634,849.099   MT  1.00005018   +0 13 51.7
 GH0822;SPC OK N     -   727,259.19  2,082,834.09   sFT  1.00005018   +0 13 51.7
 GH0822;UTM  14      - 4,095,458.071   623,816.314   MT  0.99978886   +0 50 14.9
 GH0822
 GH0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0822!SPC OK N     -   0.99994732  x   1.00005018  =   0.99999750
 GH0822!UTM  14      -   0.99994732  x   0.99978886  =   0.99973619
 GH0822
 GH0822:                Primary Azimuth Mark                     Grid Az
 GH0822:SPC OK N     -  KANOAK AZ MK                             169 47 10.2
 GH0822:UTM  14      -  KANOAK AZ MK                             169 10 47.0
 GH0822
 GH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2381695458(NAD 83)
 GH0822
 GH0822|---------------------------------------------------------------------|
 GH0822| PID    Reference Object                     Distance      Geod. Az  |
 GH0822|                                                           dddmmss.s |
 GH0822| CL4634 KANOAK RM 1                          23.842 METERS 06840     |
 GH0822| CL4635 KANOAK RM 2                          22.597 METERS 14937     |
 GH0822| CL4633 KANOAK AZ MK                                       1700101.9 |
 GH0822|---------------------------------------------------------------------|
 GH0822
 GH0822                          SUPERSEDED SURVEY CONTROL
 GH0822
 GH0822  NAD 83(1993)-  36 59 49.64484(N)    097 36 30.67805(W) AD(       ) 2
 GH0822  NAD 83(1986)-  36 59 49.65115(N)    097 36 30.66976(W) AD(       ) 2
 GH0822  NAD 27      -  36 59 49.56017(N)    097 36 29.49100(W) AD(       ) 2
 GH0822
 GH0822.Superseded values are not recommended for survey control.
 GH0822
 GH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0822.See file dsdata.pdf to determine how the superseded data were derived.
 GH0822
 GH0822_MARKER: DS = TRIANGULATION STATION DISK
 GH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0822_STAMPING: KANOAK 1957
 GH0822_MARK LOGO: CGS
 GH0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0822+STABILITY: SURFACE MOTION
 GH0822
 GH0822  HISTORY     - Date     Condition        Report By
 GH0822  HISTORY     - 1957     MONUMENTED       CGS
 GH0822  HISTORY     - 20101213 MARK NOT FOUND   JEOCON
 GH0822
 GH0822                          STATION DESCRIPTION
 GH0822
 GH0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0822'STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF THE KANSAS-OKLAHOMA
 GH0822'STATE LINE, AT A POINT WHERE U.S. HIGHWAY 81 CROSSES THE LINE,
 GH0822'IN THE NORTHEAST CORNER OF SECTION 15, T 29 N, R 4 W, ON
 GH0822'A SMALL PLOT OF GROUND BETWEEN THE HIGHWAY AND A RAILROAD.
 GH0822'
 GH0822'STATION IS REACHED FROM CALDWELL KANSAS, FROM THE JUNCTION
 GH0822'OF U.S. HIGHWAY 81 AND STATE HIGHWAY 49 BY GOING SOUTH ON
 GH0822'HIGHWAY 81 FOR 2.3 MILES TO THE STATE LINE, CONTINUE SOUTH
 GH0822'0.1 MILE TO A SIDE ROAD LEFT AT A BRIDGE OVER THE RAILROAD
 GH0822'AND THE STATION ON THE LEFT.
 GH0822'
 GH0822'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP
 GH0822'OF 10 INCH SQUARE CONCRETE POSTS.
 GH0822'
 GH0822'STATION MARKS ARE STAMPED KANOAK 1957 AND THE SURFACE MARK
 GH0822'PROJECTS 1 INCH.  IT IS 102 FEET SOUTHWEST OF THE SOUTHWEST
 GH0822'CORNER OF THE WOODEN BRIDGE, 81 FEET EAST OF THE CENTER OF
 GH0822'THE HIGHWAY, 81 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 GH0822'GRAVEL ROAD, 55 FEET SOUTHWEST OF A 6 INCH WOODEN ANTENNA POLE.
 GH0822'NO WITNESS POST WAS SET.  THE UNDERGROUND MARK IS SET IN
 GH0822'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 GH0822'SURFACE.
 GH0822'
 GH0822'REFERENCE MARK 1 IS STAMPED KANOAK NO 1 1957 AND PROJECTS
 GH0822'4 INCHES.  IT IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL
 GH0822'ROAD, 32 FEET NORTHEAST OF THE ANTENNA POLE, 28 FEET SOUTH
 GH0822'OF THE SOUTHEAST CORNER OF THE BRIDGE AND 1 FOOT WEST OF A
 GH0822'4 IN X 4 IN WHITE WITNESS POST.
 GH0822'
 GH0822'REFERENCE MARK 2 IS STAMPED KANOAK NO 2 1957 AND PROJECTS
 GH0822'6 INCHES.  IT IS 117 FEET EAST OF THE CENTER OF THE HIGHWAY,
 GH0822'68 FEET SOUTHWEST OF THE ANTENNA POLE AND 1 FOOT NORTH OF
 GH0822'A TELEPHONE POLE.
 GH0822'
 GH0822'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY MARK, STAMPED TT 73 L
 GH0822'1930 AND PROJECTS 6 INCHES.  THE DISK HAS A TRIANGLE AND CROSS
 GH0822'CAST IN ITS CENTER AND SET IN THE TOP OF AN 8 INCH SQUARE
 GH0822'CONCRETE POST.  IT IS REACHED FROM THE STATION BY GOING EAST
 GH0822'ON THE GRAVEL ROAD, CROSSING THE RAILROAD BRIDGE AND CONTINUING
 GH0822'0.1 MILE TO POINT WHERE THE MAIN ROAD TURNS SOUTH, TURN RIGHT,
 GH0822'SOUTH AND GO 1.0 MILE TO CROSSROADS, TURN LEFT, EAST, 176
 GH0822'FEET TO THE MARK ON THE LEFT.  IT IS 176 FEET EAST OF THE
 GH0822'CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 140 FEET EAST OF A
 GH0822'POWERLINE POLE SERVING AS A FENCE CORNER POST, 30 FEET NORTH
 GH0822'OF THE CENTER OF THE EAST-WEST GRAVEL ROAD AND 2 FEET SOUTH
 GH0822'OF AN EAST-WEST ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 GH0822'WHITE WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE MARK.
 GH0822'
 GH0822'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0822
 GH0822                          STATION RECOVERY (2010)
 GH0822
 GH0822'RECOVERY NOTE BY JEO CONSULTING GROUP INC 2010 (BJF)
 GH0822'THE SURFACE MARK WAS NOT FOUND. NO ATTEMPT WAS MADE TO LOCATE THE
 GH0822'UNDERGROUND MARK, REFERENCE MARKS OR AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0599 ***********************************************************************
 GJ0599  DESIGNATION -  KANOK
 GJ0599  PID         -  GJ0599
 GJ0599  STATE/COUNTY-  OK/WOODS
 GJ0599  COUNTRY     -  US
 GJ0599  USGS QUAD   -  CAPRON (2018)
 GJ0599
 GJ0599                         *CURRENT SURVEY CONTROL
 GJ0599  ______________________________________________________________________
 GJ0599* NAD 83(1997) POSITION- 36 59 55.47711(N) 098 33 29.33081(W)   ADJUSTED
 GJ0599* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 GJ0599  ______________________________________________________________________
 GJ0599  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 GJ0599  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 GJ0599  HORZ ORDER      -  FIRST
 GJ0599
 GJ0599.The horizontal coordinates were established by classical geodetic methods
 GJ0599.and adjusted by the National Geodetic Survey in October 1998.
 GJ0599
 GJ0599.The orthometric height was scaled from a topographic map.
 GJ0599
 GJ0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0599.GEOID18 height accuracy estimate available here.
 GJ0599
 GJ0599.Click photographs - Photos may exist for this station.
 GJ0599
 GJ0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0599
 GJ0599. The following values were computed from the NAD 83(1997) position.
 GJ0599
 GJ0599;                    North         East     Units Scale Factor Converg.
 GJ0599;SPC OK N     -   221,921.477   550,315.306   MT  1.00005059   -0 19 45.8
 GJ0599;SPC OK N     -   728,087.38  1,805,492.80   sFT  1.00005059   -0 19 45.8
 GJ0599;UTM  14      - 4,094,824.229   539,315.058   MT  0.99961904   +0 15 57.3
 GJ0599
 GJ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0599!SPC OK N     -   0.99993788  x   1.00005059  =   0.99998847
 GJ0599!UTM  14      -   0.99993788  x   0.99961904  =   0.99955695
 GJ0599
 GJ0599:                Primary Azimuth Mark                     Grid Az
 GJ0599:SPC OK N     -  KANOK AZ MK                              359 30 08.8
 GJ0599:UTM  14      -  KANOK AZ MK                              358 54 25.7
 GJ0599
 GJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3931594824(NAD 83)
 GJ0599
 GJ0599|---------------------------------------------------------------------|
 GJ0599| PID    Reference Object                     Distance      Geod. Az  |
 GJ0599|                                                           dddmmss.s |
 GJ0599| CL3247 KANOK RM 1                           22.510 METERS 04054     |
 GJ0599| HG0844 KIOWA WESTERN P AND L CO TANK       APPROX. 7.4 KM 0683308.0 |
 GJ0599| HG0847 HARDTNER MUNICIPAL WATER TANK       APPROX. 8.5 KM 2853634.2 |
 GJ0599| CL3248 KANOK RM 2                           22.500 METERS 31958     |
 GJ0599| CL3246 KANOK AZ MK                                        3591023.0 |
 GJ0599|---------------------------------------------------------------------|
 GJ0599
 GJ0599                          SUPERSEDED SURVEY CONTROL
 GJ0599
 GJ0599  NAD 83(1993)-  36 59 55.47704(N)    098 33 29.33241(W) AD(       ) 1
 GJ0599  NAD 83(1986)-  36 59 55.48056(N)    098 33 29.32055(W) AD(       ) 1
 GJ0599  NAD 27      -  36 59 55.38027(N)    098 33 28.03811(W) AD(       ) 1
 GJ0599
 GJ0599.Superseded values are not recommended for survey control.
 GJ0599
 GJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0599.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0599
 GJ0599_MARKER: DS = TRIANGULATION STATION DISK
 GJ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0599_STAMPING: KANOK 1934
 GJ0599_MARK LOGO: CGS
 GJ0599_PROJECTION: RECESSED 30 CENTIMETERS
 GJ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0599+STABILITY: SURFACE MOTION
 GJ0599
 GJ0599  HISTORY     - Date     Condition        Report By
 GJ0599  HISTORY     - 1934     MONUMENTED       CGS
 GJ0599  HISTORY     - 1985     GOOD             LOCSUR
 GJ0599
 GJ0599                          STATION DESCRIPTION
 GJ0599
 GJ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0599'STATION IS LOCATED IN NORTHWEST QUARTER OF SEC. 13, T. 29 N., R.
 GJ0599'13 W., 5-1/2 MILES EAST AND 1 MILE SOUTH OF HARDTNER, KANSAS
 GJ0599'AND 7 MILES NORTH AND 1 MILE EAST OF CAPRON, OKLAHOMA.  ON THE
 GJ0599'KANSAS-OKLAHOMA BOUNDARY, ON TOP OF A CULTIVATED KNOLL ON THE
 GJ0599'SOUTH SIDE OF THE BOUNDARY ROAD AND 0.8 MILE WEST OF THE
 GJ0599'ALFALFA-WOODS COUNTY LINE, ON THE HIGHEST GROUND IN THE
 GJ0599'VICINITY.  STATION AND UNDERGROUND MARKS SET.
 GJ0599'
 GJ0599'REACHED FROM THE POST OFFICE IN ALVA BY GOING EAST ONE-HALF
 GJ0599'BLOCK THEN TURN LEFT (NORTH) FOLLOWING STATE HIGHWAY 14
 GJ0599'NORTHEAST AND EAST 1.6 MILES, TURN LEFT (NORTH) GO 8.45 MILES,
 GJ0599'THEN LEFT (WEST) 0.3 MILE, TURN RIGHT (NORTH) AND GO 3.0 MILES,
 GJ0599'THEN RIGHT (EAST) 5.0 MILES, THEN NORTH 1.0 MILE TO STATE
 GJ0599'BOUNDARY, THEN RIGHT (EAST) 0.25 MILE TO TOP OF HILL AND
 GJ0599'STATION.
 GJ0599'
 GJ0599'STATION IS INSIDE A CULTIVATED WHEAT FIELD (1934), ABOUT 0.25
 GJ0599'MILE EAST OF T-ROAD LEADING SOUTH FROM BOUNDARY ROAD, 1262 FEET
 GJ0599'WEST OF CORNER POST OF EAST-AND-WEST AND NORTH-AND-SOUTH
 GJ0599'FENCE LINES, 24 FEET SOUTH OF EAST-AND-WEST ROAD LEADING TO
 GJ0599'STATION, 4-1/2 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE
 GJ0599'AND IS SET ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 GJ0599'
 GJ0599'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 25
 GJ0599'FEET NORTH OF CENTERLINE OF EAST-AND-WEST ROAD, AND 1 FOOT
 GJ0599'NORTH OF NORTH RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS ABOUT
 GJ0599'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0599'
 GJ0599'REFERENCE MARK NO. 2 IS 22.500 METERS (73.82 FEET)
 GJ0599'NORTH-NORTHWEST OF STATION, 27 FEET NORTH OF CENTERLINE OF
 GJ0599'EAST-AND-WEST ROAD, AND 1 FOOT NORTH OF NORTH RIGHT-OF-WAY FENCE
 GJ0599'LINE. MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0599'
 GJ0599'AZIMUTH MARK IS NORTH OF STATION.  REACHED BY
 GJ0599'GOING WEST 0.55 MILE, THEN RIGHT (NORTH) 0.5 MILE TO GATE IN
 GJ0599'EAST RIGHT-OF-WAY FENCE LINE (JUST SOUTH OF RAILROAD TRACKS)
 GJ0599'TURN RIGHT (EAST) THROUGH GATE AND CONTINUE ALONG FENCE LINE
 GJ0599'0.5 MILE TO MARK IN FENCE LINE, 43 FEET SOUTH OF SOUTH RAIL
 GJ0599'OF RAILROAD TRACKS, AND 12 FEET SOUTH OF SHORT TELEPHONE
 GJ0599'POLE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 GJ0599'GROUND.
 GJ0599'
 GJ0599'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0599
 GJ0599                          STATION RECOVERY (1985)
 GJ0599
 GJ0599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (GLW)
 GJ0599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0850 ***********************************************************************
 GG0850  DESIGNATION -  KANOKLA
 GG0850  PID         -  GG0850
 GG0850  STATE/COUNTY-  OK/NOWATA
 GG0850  COUNTRY     -  US
 GG0850  USGS QUAD   -  SOUTH COFFEYVILLE (2019)
 GG0850
 GG0850                         *CURRENT SURVEY CONTROL
 GG0850  ______________________________________________________________________
 GG0850* NAD 83(1997) POSITION- 36 59 57.45379(N) 095 32 03.06525(W)   ADJUSTED
 GG0850* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 GG0850  ______________________________________________________________________
 GG0850  GEOID HEIGHT    -        -29.690 (meters)                     GEOID18
 GG0850  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 GG0850  HORZ ORDER      -  SECOND
 GG0850
 GG0850.The horizontal coordinates were established by classical geodetic methods
 GG0850.and adjusted by the National Geodetic Survey in October 1998.
 GG0850
 GG0850.The orthometric height was scaled from a topographic map.
 GG0850
 GG0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0850.GEOID18 height accuracy estimate available here.
 GG0850
 GG0850.Click photographs - Photos may exist for this station.
 GG0850
 GG0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0850
 GG0850. The following values were computed from the NAD 83(1997) position.
 GG0850
 GG0850;                    North         East     Units Scale Factor Converg.
 GG0850;SPC OK N     -   224,626.864   819,475.903   MT  1.00005073   +1 27 18.7
 GG0850;SPC OK N     -   736,963.30  2,688,563.86   sFT  1.00005073   +1 27 18.7
 GG0850;UTM  15      - 4,097,796.243   274,495.662   MT  1.00022650   -1 31 32.6
 GG0850
 GG0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0850!SPC OK N     -   0.99996619  x   1.00005073  =   1.00001692
 GG0850!UTM  15      -   0.99996619  x   1.00022650  =   1.00019268
 GG0850
 GG0850:                Primary Azimuth Mark                     Grid Az
 GG0850:SPC OK N     -  KANOKLA AZ MK                            268 30 40.3
 GG0850:UTM  15      -  KANOKLA AZ MK                            271 29 31.6
 GG0850
 GG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7449597796(NAD 83)
 GG0850
 GG0850|---------------------------------------------------------------------|
 GG0850| PID    Reference Object                     Distance      Geod. Az  |
 GG0850|                                                           dddmmss.s |
 GG0850| CJ7859 KANOKLA RM 1                         65.750 METERS 08411     |
 GG0850| CI1784 KANOKLA RM 2                         67.355 METERS 19625     |
 GG0850| GG0858 S COFFEYVILLE KGGF S RADIO TWR      APPROX. 8.1 KM 2684149.7 |
 GG0850| GG0856 S COFFEYVILLE KGGF N RADIO TWR      APPROX. 8.1 KM 2693321.9 |
 GG0850| CJ7858 KANOKLA AZ MK                                      2695759.0 |
 GG0850| HE0829 COFFEYVILLE MO PAC RR SHOP STK      APPROX. 8.7 KM 2922534.8 |
 GG0850| HE0823 COFFEYVILLE SWEETHRT FLOUR STK      APPROX. 8.2 KM 2942047.5 |
 GG0850| HE0824 COFFEYVILLE SWEETHRT FLOUR TK       APPROX. 8.2 KM 2942715.6 |
 GG0850| HE0831 COFFEYVILLE OZARK SMELT RED TK      APPROX.10.8 KM 2952217.0 |
 GG0850| HE0830 COFFEYVILLE OZARK SMELT S STK       APPROX.10.9 KM 2964632.0 |
 GG0850| HE0832 COFFEYVILLE OZARK SMELT N STK       APPROX.10.9 KM 2971139.7 |
 GG0850| HE0825 COFFEYVILLE MUN LT PWR PLT STK      APPROX. 8.1 KM 3012536.0 |
 GG0850| HE0835 COFFEYVILLE SINCLAIR REF T STK      APPROX.10.1 KM 3012900.3 |
 GG0850|---------------------------------------------------------------------|
 GG0850
 GG0850                          SUPERSEDED SURVEY CONTROL
 GG0850
 GG0850  NAD 83(1993)-  36 59 57.45686(N)    095 32 03.06528(W) AD(       ) 2
 GG0850  NAD 83(1986)-  36 59 57.47072(N)    095 32 03.04779(W) AD(       ) 2
 GG0850  NAD 27      -  36 59 57.17800(N)    095 32 02.13000(W) AD(       ) 2
 GG0850
 GG0850.Superseded values are not recommended for survey control.
 GG0850
 GG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0850.See file dsdata.pdf to determine how the superseded data were derived.
 GG0850
 GG0850_MARKER: DS = TRIANGULATION STATION DISK
 GG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0850_STAMPING: KANOKLA 1934
 GG0850_MARK LOGO: CGS
 GG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0850+STABILITY: SURFACE MOTION
 GG0850
 GG0850  HISTORY     - Date     Condition        Report By
 GG0850  HISTORY     - 1934     MONUMENTED       CGS
 GG0850  HISTORY     - 1951     GOOD             CGS
 GG0850
 GG0850                          STATION DESCRIPTION
 GG0850
 GG0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0850'STATION IS LOCATED ABOUT 5 MILES SE OF COFFEYVILLE IN THE
 GG0850'NW CORNER OF SEC. 13, T 29 N, R 16 E.  IT IS 50 FEET E OF
 GG0850'FORK, 23 FEET N OF CENTER LINE OF ROAD LEADING ESE FROM
 GG0850'FORK, 25 FEET S OF FENCE LINE WHICH IS 3 FEET S OF KAN-OKLA
 GG0850'LINE, 65 FEET E OF FENCE LINE ON W SIDE OF ROAD LEADING
 GG0850'S FROM FORK.
 GG0850'
 GG0850'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0850'BRONZE DISKS SET IN CEMENT.
 GG0850'
 GG0850'SURFACE MARK PROJECTS ABOUT 8 INCHES ABOVE GROUND, AND IS
 GG0850'INSCRIBED KANOKLA 1934.
 GG0850'
 GG0850'REFERENCE MARK NO. 1 IS 65.750 METERS, 215.74 FEET E OF
 GG0850'STATION, 1 FOOT S OF FENCE LINE WHICH IS 3 FEET S OF KAN-OKLA
 GG0850'STATE LINE.  IT PROJECTS ABOUT 4 INCHES ABOVE GROUND, AND
 GG0850'IS INSCRIBED KANOLKA NO. 1, 1934.
 GG0850'
 GG0850'REFERENCE MARK NO. 2 IS 67.355 METERS, 220.99 FEET S OF
 GG0850'STATION, 1 FOOT E OF FENCE LINE (N-S), 24 FEET W OF CENTER
 GG0850'LINE OF ROAD LEADING S FROM FORK.  MARK PROJECTS ABOUT 7
 GG0850'INCHES ABOVE SURFACE, AND IS INSCRIBED KANOLKA NO. 2, 1934.
 GG0850'
 GG0850'AZIMUTH MARK IS APPROXIMATELY 1.7 MILES W OF STATION, 15
 GG0850'FEET S OF CENTER LINE OF ROAD LEADING W FROM STATION, 300
 GG0850'FEET W OF N-S FENCE LINE.  MARK IS IN TOP OF 12- BY 12-INCH
 GG0850'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE SURFACE OF
 GG0850'GROUND, AND IS INSCRIBED KANOLKA AZI. 1934.
 GG0850'
 GG0850'STATION IS REACHED FROM COFFEYVILLE BY GOING E FROM SANTA FE
 GG0850'RAILROAD TRACKS ON U.S. HIGHWAY 166 FOR 2.7 MILES TO SIDE
 GG0850'ROAD TO S, 200 FEET E OF LARGE STUCCO HOUSE ON S, S ON THIS
 GG0850'DIRT ROAD 0.4 MILE TO RAILROAD CROSSING AND ROAD E ALONG
 GG0850'S SIDE OF RAILROAD TRACKS, THENCE E AND S ON THIS ROAD 2.55
 GG0850'MILES TO T-ROAD, STATE LINE, GO E ON STATE LINE ROAD 1.35
 GG0850'MILES TO FORK IN ROAD AND STATION.
 GG0850'
 GG0850'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GG0850
 GG0850                          STATION RECOVERY (1951)
 GG0850
 GG0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 GG0850'THE STATION WAS RECOVERED AS DESCRIBED.  THE MONUMENT IS IN
 GG0850'PLACE BUT TILTED HAVING BEEN HIT BY A HEAVY PIECE OF MACHINERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0953 ***********************************************************************
 DN0953  DESIGNATION -  KANOLLA
 DN0953  PID         -  DN0953
 DN0953  STATE/COUNTY-  OK/BRYAN
 DN0953  COUNTRY     -  US
 DN0953  USGS QUAD   -  ROBERTA (2018)
 DN0953
 DN0953                         *CURRENT SURVEY CONTROL
 DN0953  ______________________________________________________________________
 DN0953* NAD 83(1993) POSITION- 33 59 52.21622(N) 096 17 36.50269(W)   ADJUSTED
 DN0953* NAVD 88 ORTHO HEIGHT -   204.015 (meters)      669.34  (feet) ADJUSTED
 DN0953  ______________________________________________________________________
 DN0953  GEOID HEIGHT    -        -26.630 (meters)                     GEOID18
 DN0953  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 DN0953  DYNAMIC HEIGHT  -        203.806 (meters)      668.65  (feet) COMP
 DN0953  MODELED GRAVITY -    979,607.5   (mgal)                       NAVD 88
 DN0953
 DN0953  HORZ ORDER      -  SECOND
 DN0953  VERT ORDER      -  FIRST     CLASS II
 DN0953
 DN0953.The horizontal coordinates were established by classical geodetic methods
 DN0953.and adjusted by the National Geodetic Survey in November 1994.
 DN0953
 DN0953.The orthometric height was determined by differential leveling and
 DN0953.adjusted by the NATIONAL GEODETIC SURVEY
 DN0953.in June 1991.
 DN0953
 DN0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0953.GEOID18 height accuracy estimate available here.
 DN0953
 DN0953.Click photographs - Photos may exist for this station.
 DN0953
 DN0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN0953
 DN0953.The dynamic height is computed by dividing the NAVD 88
 DN0953.geopotential number by the normal gravity value computed on the
 DN0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0953.degrees latitude (g = 980.6199 gals.).
 DN0953
 DN0953.The modeled gravity was interpolated from observed gravity values.
 DN0953
 DN0953. The following values were computed from the NAD 83(1993) position.
 DN0953
 DN0953;                    North         East     Units Scale Factor Converg.
 DN0953;SPC OK S     -    75,042.181   757,651.718   MT  0.99998795   +0 58 07.2
 DN0953;SPC OK S     -   246,200.89  2,485,729.01   sFT  0.99998795   +0 58 07.2
 DN0953;UTM  14      - 3,765,219.190   749,983.346   MT  1.00037042   +1 30 51.0
 DN0953
 DN0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0953!SPC OK S     -   0.99997215  x   0.99998795  =   0.99996010
 DN0953!UTM  14      -   0.99997215  x   1.00037042  =   1.00034256
 DN0953
 DN0953:                Primary Azimuth Mark                     Grid Az
 DN0953:SPC OK S     -  KANOLLA AZ MK                            093 47 21.7
 DN0953:UTM  14      -  KANOLLA AZ MK                            093 14 37.9
 DN0953
 DN0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4998365219(NAD 83)
 DN0953
 DN0953|---------------------------------------------------------------------|
 DN0953| PID    Reference Object                     Distance      Geod. Az  |
 DN0953|                                                           dddmmss.s |
 DN0953| CY1361 KANOLLA RM 1                          9.816 METERS 03652     |
 DN0953| DN0952 KANOLLA AZ MK                                      0944528.9 |
 DN0953| DN1078 DURANT MILLING CO GRAIN ELEV        APPROX. 7.5 KM 2624424.7 |
 DN0953| EL0755 DURANT RADIO STATION KSEO MAST      APPROX.10.7 KM 2713558.3 |
 DN0953| EL0753 DURANT MUNICIPAL STANDPIPE          APPROX. 8.5 KM 2715058.4 |
 DN0953| EL0746 DURANT ST HWY PATROL RAD MAST       APPROX. 7.5 KM 2782725.5 |
 DN0953| EL0748 DURANT REA RADIO MAST               APPROX. 5.8 KM 2823203.7 |
 DN0953| CY1362 KANOLLA RM 2                         12.481 METERS 30802     |
 DN0953|---------------------------------------------------------------------|
 DN0953
 DN0953                          SUPERSEDED SURVEY CONTROL
 DN0953
 DN0953  NAD 83(1986)-  33 59 52.22177(N)    096 17 36.49488(W) AD(       ) 2
 DN0953  NAD 27      -  33 59 51.87820(N)    096 17 35.53590(W) AD(       ) 2
 DN0953
 DN0953.Superseded values are not recommended for survey control.
 DN0953
 DN0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0953.See file dsdata.pdf to determine how the superseded data were derived.
 DN0953
 DN0953_MARKER: DS = TRIANGULATION STATION DISK
 DN0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0953_STAMPING: KANOLLA 1955
 DN0953_MARK LOGO: CGS
 DN0953_PROJECTION: PROJECTING 5 CENTIMETERS
 DN0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0953+STABILITY: SURFACE MOTION
 DN0953
 DN0953  HISTORY     - Date     Condition        Report By
 DN0953  HISTORY     - 1955     MONUMENTED       CGS
 DN0953  HISTORY     - 1986     GOOD             NGS
 DN0953
 DN0953                          STATION DESCRIPTION
 DN0953
 DN0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN0953'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES EAST OF DURANT
 DN0953'AND ABOUT 4 MILES WEST OF BLUE ALONG THE NORTH SIDE OF U.S.
 DN0953'HIGHWAY 70.  IT IS ON A HIGH KNOLL WHICH IS ABOUT 50 FEET
 DN0953'HIGHER THAN THE HIGHWAY.
 DN0953'
 DN0953'THE STATION IS A STANDARD DISK STAMPED KANOLLA 1955 SET
 DN0953'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN0953'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 7 FEET WEST OF A
 DN0953'WHITE WITNESS POST, 27 FEET SOUTH OF AN EAST-WEST FENCE LINE
 DN0953'AND 115 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 DN0953'
 DN0953'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANOLLA
 DN0953'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 DN0953'FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 DN0953'IT IS 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 DN0953'
 DN0953'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANOLLA
 DN0953'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 DN0953'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT HIGHER THAN
 DN0953'THE STATION.  IT IS 2.5 FEET SOUTH OF AN EAST-WEST FENCE
 DN0953'LINE.
 DN0953'
 DN0953'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KANOLLA 1955 SET
 DN0953'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN0953'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST-NORTHWEST
 DN0953'OF A FENCE CORNER, 21 FEET WEST OF THE CENTER LINE OF A DIRT
 DN0953'SIDE ROAD AND 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 DN0953'
 DN0953'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 DN0953'HIGHWAY FOR 0.4 MILE TO A DIRT SIDE ROAD ON THE RIGHT, SOUTH
 DN0953'SIDE AND THE AZIMUTH MARK.
 DN0953'
 DN0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69,
 DN0953'75 AND 70 IN THE NORTHEAST PART OF DURANT, GO EAST ON U.S.
 DN0953'HIGHWAY 70 FOR 3.85 MILES TO THE BRIDGE OVER KANOLLA CREEK.
 DN0953'CONTINUE EAST ON THE HIGHWAY FOR 0.65 MILE TO A KNOLL ON
 DN0953'THE LEFT, NORTH SIDE, A WHITE WITNESS POST AND THE STATION.
 DN0953
 DN0953                          STATION RECOVERY (1986)
 DN0953
 DN0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0953'9.1 KM (5.65 MI) EAST FROM DURANT.
 DN0953'9.1 KM (5.65 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DN0953'U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 0.7 KM (0.45 MI) WEST OF THE
 DN0953'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH, 35.1 M (115.2 FT) NORTH
 DN0953'OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 DN0953'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DN0953'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0952 ***********************************************************************
 DN0952  DESIGNATION -  KANOLLA AZ MK
 DN0952  PID         -  DN0952
 DN0952  STATE/COUNTY-  OK/BRYAN
 DN0952  COUNTRY     -  US
 DN0952  USGS QUAD   -  ROBERTA (2018)
 DN0952
 DN0952                         *CURRENT SURVEY CONTROL
 DN0952  ______________________________________________________________________
 DN0952* NAD 83(1986) POSITION- 33 59 50.     (N) 096 17 10.     (W)   SCALED
 DN0952* NAVD 88 ORTHO HEIGHT -   185.458 (meters)      608.46  (feet) ADJUSTED
 DN0952  ______________________________________________________________________
 DN0952  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 DN0952  DYNAMIC HEIGHT  -        185.268 (meters)      607.83  (feet) COMP
 DN0952  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 DN0952
 DN0952  VERT ORDER      -  FIRST     CLASS II
 DN0952
 DN0952.The horizontal coordinates were scaled from a map and have
 DN0952.an estimated accuracy of +/- 6 seconds.
 DN0952
 DN0952.The orthometric height was determined by differential leveling and
 DN0952.adjusted by the NATIONAL GEODETIC SURVEY
 DN0952.in June 1991.
 DN0952
 DN0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0952.GEOID18 height accuracy estimate available here.
 DN0952
 DN0952.Click photographs - Photos may exist for this station.
 DN0952
 DN0952.The dynamic height is computed by dividing the NAVD 88
 DN0952.geopotential number by the normal gravity value computed on the
 DN0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0952.degrees latitude (g = 980.6199 gals.).
 DN0952
 DN0952.The modeled gravity was interpolated from observed gravity values.
 DN0952
 DN0952;                    North         East    Units  Estimated Accuracy
 DN0952;SPC OK S     -    74,990.      758,330.      MT  (+/- 180 meters Scaled)
 DN0952
 DN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC506651(NAD 83)
 DN0952
 DN0952                          SUPERSEDED SURVEY CONTROL
 DN0952
 DN0952.No superseded survey control is available for this station.
 DN0952
 DN0952_MARKER: DZ = AZIMUTH MARK DISK
 DN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0952_STAMPING: KANOLLA 1955
 DN0952_MARK LOGO: CGS
 DN0952_PROJECTION: PROJECTING 15 CENTIMETERS
 DN0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0952+STABILITY: SURFACE MOTION
 DN0952
 DN0952  HISTORY     - Date     Condition        Report By
 DN0952  HISTORY     - 1955     MONUMENTED       CGS
 DN0952  HISTORY     - 1986     GOOD             NGS
 DN0952
 DN0952                          STATION DESCRIPTION
 DN0952
 DN0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0952'9.8 KM (6.1 MI) EAST FROM DURANT.
 DN0952'9.8 KM (6.1 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DN0952'U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 22.9 M (75.1 FT) SOUTH OF
 DN0952'THE CENTERLINE OF THE HIGHWAY, 6.4 M (21.0 FT) WEST OF THE CENTER OF A
 DN0952'GRAVELED ROAD LEADING SOUTH, 1.2 M (3.9 FT) WEST-NORTHWEST OF A FENCE
 DN0952'CORNER, AND 0.9 M (3.0 FT) WEST OF TELEPHONE JUNCTION BOX NUMBER
 DN0952'300-3178-216.
 DN0952'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 DN0952'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1025 ***********************************************************************
 GH1025  DESIGNATION -  KAW
 GH1025  PID         -  GH1025
 GH1025  STATE/COUNTY-  OK/KAY
 GH1025  COUNTRY     -  US
 GH1025  USGS QUAD   -  UNCAS (2018)
 GH1025
 GH1025                         *CURRENT SURVEY CONTROL
 GH1025  ______________________________________________________________________
 GH1025* NAD 83(1997) POSITION- 36 46 05.90594(N) 096 53 55.50389(W)   ADJUSTED
 GH1025* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 GH1025  ______________________________________________________________________
 GH1025  GEOID HEIGHT    -        -28.920 (meters)                     GEOID18
 GH1025  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 GH1025  HORZ ORDER      -  FIRST
 GH1025
 GH1025.The horizontal coordinates were established by classical geodetic methods
 GH1025.and adjusted by the National Geodetic Survey in October 1998.
 GH1025
 GH1025.The orthometric height was scaled from a topographic map.
 GH1025
 GH1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1025.GEOID18 height accuracy estimate available here.
 GH1025
 GH1025.Click photographs - Photos may exist for this station.
 GH1025
 GH1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1025
 GH1025. The following values were computed from the NAD 83(1997) position.
 GH1025
 GH1025;                    North         East     Units Scale Factor Converg.
 GH1025;SPC OK N     -   196,762.867   698,318.546   MT  1.00000030   +0 38 59.6
 GH1025;SPC OK N     -   645,546.17  2,291,066.76   sFT  1.00000030   +0 38 59.6
 GH1025;UTM  14      - 4,071,229.409   687,538.627   MT  1.00003331   +1 15 29.3
 GH1025
 GH1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1025!SPC OK N     -   0.99994599  x   1.00000030  =   0.99994629
 GH1025!UTM  14      -   0.99994599  x   1.00003331  =   0.99997929
 GH1025
 GH1025:                Primary Azimuth Mark                     Grid Az
 GH1025:SPC OK N     -  KAW AZ MK                                254 14 15.8
 GH1025:UTM  14      -  KAW AZ MK                                253 37 46.1
 GH1025
 GH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8753871229(NAD 83)
 GH1025
 GH1025|---------------------------------------------------------------------|
 GH1025| PID    Reference Object                     Distance      Geod. Az  |
 GH1025|                                                           dddmmss.s |
 GH1025| GH1002 SHIDLER MUNICIPAL TANK              APPROX.21.1 KM 0860905.0 |
 GH1025| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX.13.6 KM 1995251.6 |
 GH1025| CI1787 KAW RM 2                             41.371 METERS 23906     |
 GH1025| GH0660 PONCA CITY SLIM WATER TANK          APPROX.18.9 KM 2391539.9 |
 GH1025| GH0669 PONCA CITY MUNICIPAL TANK           APPROX.17.9 KM 2500026.7 |
 GH1025| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX.12.0 KM 2531536.5 |
 GH1025| CI1785 KAW AZ MK                                          2545315.4 |
 GH1025| GH0649 KILDARE FARMERS COOP ELEVATOR       APPROX.13.9 KM 2892937.6 |
 GH1025| GH0644 NEWKIRK MUNICIPAL TANK              APPROX.18.3 KM 3120733.8 |
 GH1025| CI1786 KAW RM 1                             27.132 METERS 32848     |
 GH1025|---------------------------------------------------------------------|
 GH1025
 GH1025                          SUPERSEDED SURVEY CONTROL
 GH1025
 GH1025  NAD 83(1993)-  36 46 05.90602(N)    096 53 55.50318(W) AD(       ) 1
 GH1025  NAD 83(1986)-  36 46 05.91868(N)    096 53 55.49214(W) AD(       ) 1
 GH1025  NAD 27      -  36 46 05.79095(N)    096 53 54.36650(W) AD(       ) 1
 GH1025
 GH1025.Superseded values are not recommended for survey control.
 GH1025
 GH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1025.See file dsdata.pdf to determine how the superseded data were derived.
 GH1025
 GH1025_MARKER: DS = TRIANGULATION STATION DISK
 GH1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1025_STAMPING: KAW 1935
 GH1025_MARK LOGO: CGS
 GH1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1025+STABILITY: SURFACE MOTION
 GH1025
 GH1025  HISTORY     - Date     Condition        Report By
 GH1025  HISTORY     - 1935     MONUMENTED       CGS
 GH1025  HISTORY     - 1963     GOOD             CGS
 GH1025  HISTORY     - 1966     GOOD             OKDH
 GH1025
 GH1025                          STATION DESCRIPTION
 GH1025
 GH1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1025'STATION IS LOCATED NEAR THE SOUTH SIDE OF THE SOUTHWEST QUARTER
 GH1025'OF SECTION 32, T. 27 N., R. 4 E. ABOUT 3-1/2 MILES EAST OF
 GH1025'THE TOWN OF KAW NEAR THE NORTH END OF A PROMINENT HILL JUST
 GH1025'NORTH OF KAY COUNTY HIGHWAY NO. 4 ON PROPERTY OF GEORGE
 GH1025'HALLOWAY OF WINFIELD, KANSAS.
 GH1025'
 GH1025'REACHED FROM THE JUNCTION OF U. S. HIGHWAY 77 AND KAY COUNTY
 GH1025'NO. 4, WHICH IS ABOUT 5 MILES NORTH OF PONCA CITY, 8 MILES
 GH1025'SOUTH OF NEWKIRK AND 0.2 MILE SOUTH OF AN UNDERPASS (RAILROAD),
 GH1025'AT A SERVICE STATION BY GOING EAST ON HIGHWAY NO. 4 FOR 9.35
 GH1025'MILES TO A DEEP CUT THROUGH A HILL.  MARK IS SET ON FLAT-TOPPED
 GH1025'RIDGE THROUGH WHICH CUT PASSES, ABOUT 500 FEET NORTH-NORTHEAST
 GH1025'OF HIGHWAY.
 GH1025'
 GH1025'REFERENCE MARK NO. 1 IS 68.19 FEET (20.784 METERS) NORTHWEST
 GH1025'OF STATION, ON SOUTH EDGE OF RIDGE.
 GH1025'
 GH1025'REFERENCE MARK NO. 2 IS 135.86 FEET (41.410 METERS) SOUTHWEST
 GH1025'OF STATION, ON SOUTH EDGE OF RIDGE.
 GH1025'
 GH1025'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE FROM STATION.  REACHED
 GH1025'FROM STATION BY GOING WEST ON HIGHWAY NO. 4 FOR 0.4 MILE
 GH1025'TO GATE ON LEFT.  MARK IS SET 75 FEET SOUTHEAST OF GATE, IN
 GH1025'BEDROCK.
 GH1025'
 GH1025'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 GH1025'AS DESCRIBED.
 GH1025'
 GH1025'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH1025
 GH1025                          STATION RECOVERY (1963)
 GH1025
 GH1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1025'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GH1025'RECOVERED.  A DIFFERENCE IN DISTANCE TO BOTH REFERENCE MARKS WAS
 GH1025'NOTED AND A DIFFERENCE IN DIRECTION WAS NOTED TO THE AZIMUTH
 GH1025'MARK.  DUE TO ROAD CHANGES A NEW ROUTING TO THE STATION IS
 GH1025'NECESSARY.  THE LAND IS NOW OWNED BY EARL SUMMERS, BOX 1668,
 GH1025'PONCA CITY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GH1025'
 GH1025'THE STATION IS ABOUT 3-1/2 MILES WEST OF KAW CITY, (NOT EAST
 GH1025'AS STATED IN THE 1935 DESCRIPTION) 11 MILES EAST-NORTHEAST
 GH1025'OF PONCA CITY, NEAR THE CENTER OF A BARE, ROCKY RIDGE THAT
 GH1025'EXTENDS NORTH AND SOUTH.
 GH1025'
 GH1025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 GH1025'AND 77 AND STATE HIGHWAY 11 AT THE SOUTHEAST EDGE OF PONCA
 GH1025'CITY, GO NORTH ON U.S. HIGHWAY 77 FOR 6.25 MILES TO STATE
 GH1025'HIGHWAY 119.  TURN RIGHT AND GO EAST ON HIGHWAY 119 FOR 7.85
 GH1025'MILES TO A FORK.  BEAR RIGHT AND CONTINUE EASTERLY ON THE
 GH1025'HIGHWAY FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GH1025'CONTINUE EASTERLY FOR 0.4 MILE TO A GATE ON THE LEFT.  (THIS
 GH1025'IS ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE).  TURN LEFT,
 GH1025'PASS THROUGH THE GATE AND GO EAST-NORTHEAST FOR 0.15 MILE
 GH1025'TO THE STATION.
 GH1025'
 GH1025'THE STATION MARK IS A STANDARD DISK, STAMPED KAW 1935, SET
 GH1025'IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES IN DIAMETER AND
 GH1025'PROJECTING 12 INCHES.  IT IS ABOUT 80 YARDS NORTH OF THE HIGHWAY
 GH1025'AND 2 FEET SOUTH OF A WITNESS POST.
 GH1025'
 GH1025'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAW NO 1 1935,
 GH1025'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK OUTCROP THAT
 GH1025'FORMS THE WEST EDGE OF THE RIDGE.  IT IS ABOUT 4 FEET LOWER
 GH1025'THAN THE STATION.
 GH1025'
 GH1025'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAW NO 2 1935,
 GH1025'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK OUTCROP
 GH1025'THAT ALSO FORMS THE WEST EDGE OF THE RIDGE.  IT IS ABOUT
 GH1025'5 FEET LOWER THAN THE STATION.
 GH1025'
 GH1025'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAW 1935, CEMENTED
 GH1025'IN A DRILL HOLE AT THE SOUTHWEST EDGE OF A LARGE MASS OF
 GH1025'ROCK OUTCROP.  IT IS 106.5 FEET SOUTHEAST OF THE CENTERLINE
 GH1025'OF THE HIGHWAY, 67.7 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE
 GH1025'AND 3 FEET NORTH OF A WITNESS POST.
 GH1025
 GH1025                          STATION RECOVERY (1966)
 GH1025
 GH1025'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1966 (JPA)
 GH1025'KAW RECOVERED IN GOOD CONDITION-RECOVERED SEPT. 1966.
 GH1025'
 GH1025'AZ. MARK RECOVERED IN GOOD CONDITION-RECOVERED SEPT. 1966.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0584 ***********************************************************************
 EM0584  DESIGNATION -  KECHI
 EM0584  PID         -  EM0584
 EM0584  STATE/COUNTY-  OK/CADDO
 EM0584  COUNTRY     -  US
 EM0584  USGS QUAD   -  CYRIL (2018)
 EM0584
 EM0584                         *CURRENT SURVEY CONTROL
 EM0584  ______________________________________________________________________
 EM0584* NAD 83(2011) POSITION- 34 56 02.69275(N) 098 08 06.29486(W)   ADJUSTED
 EM0584* NAD 83(2011) ELLIP HT-   453.220 (meters)        (06/27/12)   ADJUSTED
 EM0584* NAD 83(2011) EPOCH   -  2010.00
 EM0584* NAVD 88 ORTHO HEIGHT -   479.4   (meters)     1573.    (feet) VERTCON3
 EM0584  ______________________________________________________________________
 EM0584  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 EM0584  NAD 83(2011) X  -   -740,789.713 (meters)                     COMP
 EM0584  NAD 83(2011) Y  - -5,182,310.865 (meters)                     COMP
 EM0584  NAD 83(2011) Z  -  3,632,133.554 (meters)                     COMP
 EM0584  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 EM0584
 EM0584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0584  Standards:
 EM0584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0584  -------------------------------------------------------------------
 EM0584  NETWORK    7.63   7.10           2.67   3.34   3.62     -0.40760780
 EM0584  -------------------------------------------------------------------
 EM0584  Click here for local accuracies and other accuracy information.
 EM0584
 EM0584.The horizontal coordinates were established by GPS observations
 EM0584.and adjusted by the National Geodetic Survey in June 2012.
 EM0584
 EM0584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0584.been affixed to the stable North American tectonic plate. See 
 EM0584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0584
 EM0584.The horizontal coordinates are valid at the epoch date displayed above
 EM0584.which is a decimal equivalence of Year/Month/Day.
 EM0584
 EM0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0584
 EM0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0584.GEOID18 height accuracy estimate available here.
 EM0584
 EM0584.Click photographs - Photos may exist for this station.
 EM0584
 EM0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0584
 EM0584.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0584
 EM0584.The ellipsoidal height was determined by GPS observations
 EM0584.and is referenced to NAD 83.
 EM0584
 EM0584. The following values were computed from the NAD 83(2011) position.
 EM0584
 EM0584;                    North         East     Units Scale Factor Converg.
 EM0584;SPC OK S     -   177,570.753   587,659.304   MT  0.99995453   -0 04 36.0
 EM0584;SPC OK S     -   582,580.05  1,928,012.23   sFT  0.99995453   -0 04 36.0
 EM0584;UTM  14      - 3,866,074.392   578,989.491   MT  0.99967690   +0 29 43.1
 EM0584
 EM0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0584!SPC OK S     -   0.99992886  x   0.99995453  =   0.99988340
 EM0584!UTM  14      -   0.99992886  x   0.99967690  =   0.99960579
 EM0584
 EM0584:                Primary Azimuth Mark                     Grid Az
 EM0584:SPC OK S     -  KECHI AZ MK 2                            251 03 12.4
 EM0584:UTM  14      -  KECHI AZ MK 2                            250 28 53.3
 EM0584
 EM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7898966074(NAD 83)
 EM0584
 EM0584|---------------------------------------------------------------------|
 EM0584| PID    Reference Object                     Distance      Geod. Az  |
 EM0584|                                                           dddmmss.s |
 EM0584| FJ1043 CHICKASHA TRADERS TANK              APPROX.22.8 KM 0542554.5 |
 EM0584| CX8435 KECHI RM 3                            7.296 METERS 09709     |
 EM0584| CX8433 KECHI RM 1                           23.576 METERS 15726     |
 EM0584| CX8432 KECHI RM                                           21612     |
 EM0584| EM0579 FLETCHER MUNICIPAL TANK             APPROX.15.5 KM 2191113.0 |
 EM0584| CX8434 KECHI RM 2                            6.770 METERS 22707     |
 EM0584| EM0585 CYRIL MUNICIPAL TANK                APPROX. 7.6 KM 2362337.2 |
 EM0584| CX8430 KECHI AZ MK                                        2464437.5 |
 EM0584| CX8431 KECHI AZ MK 2                                      2505836.4 |
 EM0584| EM0587 CEMENT MUNICIPAL STANDPIPE          122.326 METERS 31646     |
 EM0584|---------------------------------------------------------------------|
 EM0584
 EM0584                          SUPERSEDED SURVEY CONTROL
 EM0584
 EM0584  NAD 83(2007)-  34 56 02.69263(N)    098 08 06.29522(W) AD(2002.00) 0
 EM0584  ELLIP H (02/10/07)  453.247  (m)                       GP(2002.00)    
 EM0584  ELLIP H (06/19/02)  453.306  (m)                       GP(       ) 5 1
 EM0584  NAD 83(1993)-  34 56 02.69311(N)    098 08 06.29535(W) AD(       ) 1
 EM0584  ELLIP H (11/28/94)  453.347  (m)                       GP(       ) 5 1
 EM0584  NAD 83(1986)-  34 56 02.70057(N)    098 08 06.27958(W) AD(       ) 1
 EM0584  NAD 27      -  34 56 02.46437(N)    098 08 05.10882(W) AD(       ) 1
 EM0584  USSD        -  34 56 02.39200(N)    098 08 05.47100(W) AD(       ) 3
 EM0584  NGVD 29 (12/08/88)  479.3    (m)  RAPSU86  model used  GPS OBS        
 EM0584  NGVD 29 (07/19/86)  480.6    (m)         1577.     (f) VERT ANG       
 EM0584
 EM0584.Superseded values are not recommended for survey control.
 EM0584
 EM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0584.See file dsdata.pdf to determine how the superseded data were derived.
 EM0584
 EM0584_MARKER: DS = TRIANGULATION STATION DISK
 EM0584_SETTING: 66 = SET IN ROCK OUTCROP
 EM0584_STAMPING: KECHI 1902 1921 1947
 EM0584_MARK LOGO: CGS
 EM0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0584+STABILITY: POSITION/ELEVATION WELL
 EM0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0584+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2013
 EM0584
 EM0584  HISTORY     - Date     Condition        Report By
 EM0584  HISTORY     - 1902     MONUMENTED       CGS
 EM0584  HISTORY     - 1921     SEE DESCRIPTION  CGS
 EM0584  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EM0584  HISTORY     - 1935     GOOD             CGS
 EM0584  HISTORY     - 1947     SEE DESCRIPTION  CGS
 EM0584  HISTORY     - 1947     GOOD             CGS
 EM0584  HISTORY     - 1957     GOOD             CGS
 EM0584  HISTORY     - 1963     GOOD             CGS
 EM0584  HISTORY     - 1964     GOOD             CGS
 EM0584  HISTORY     - 1969     GOOD             CGS
 EM0584  HISTORY     - 1976     GOOD             DMA
 EM0584  HISTORY     - 1980     GOOD             NGS
 EM0584  HISTORY     - 1988     GOOD             NGS
 EM0584  HISTORY     - 20130121 GOOD             INDIV
 EM0584
 EM0584                          STATION DESCRIPTION
 EM0584
 EM0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EM0584'IN SEC. 3, T. 5 N., R. 9 E., ON TOWN SITE OF CEMENT, ABOUT
 EM0584'1/2 MILE EAST OF BRANCH OF ST. LOUIS, SAN FRANCISCO RAILWAY
 EM0584'EXTENDING FROM CHICKASHA TO LAWTON, ON PROMINENT ROCKY PEAK AMONG
 EM0584'WHAT ARE KNOWN AS KECHI HILLS.  STATION MARKED BY A 60-PENNY
 EM0584'NAIL SET IN DRILL HOLE IN SOLID ROCK.  REFERENCE MARK IS NAIL
 EM0584'IN THE CENTER OF A TERRA-COTTA PIPE FILLED WITH CONCRETE
 EM0584'AND SET IN A BLOCK OF CONCRETE 1 FOOT IN DIAMETER, PLACED IN
 EM0584'STREET CORNER IN TOWN, 288.813 METERS (947.55 FEET) FROM
 EM0584'STATION, S 36 DEG 11 MIN 43 SEC W.
 EM0584
 EM0584                          STATION RECOVERY (1921)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 EM0584'IN 1921 STATION
 EM0584'RECOVERED AND NAIL REPLACED WITH STANDARD STATION DISK, AND
 EM0584'STANDARD REFERENCE DISK WAS SET IN NATIVE ROCK, 23.60
 EM0584'METERS (77.4 FEET) FROM STATION, S 22 DEG 33 MIN E.
 EM0584
 EM0584                          STATION RECOVERY (1934)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0584'THE ORIGINAL DESCRIPTION IS GOOD, EXCEPT THAT R. 9 E. SHOULD BE
 EM0584'R. 9 W.  THE STANDARD DISK HAS BEEN REMOVED.  THE DRILL HOLE
 EM0584'IN THE ROCK OUTCROP IS GOOD.  A DISK COULD BE SET BEFORE FURTHER
 EM0584'DAMAGE HAS BEEN DONE.
 EM0584'
 EM0584'THE STATION IS LOCATED IN SEC. 3, T. 5 N., R. 9 W., ON THE
 EM0584'TOWN SITE OF CEMENT, ABOUT 140 YARDS SOUTHEAST THE CEMENT WATER
 EM0584'TANK.
 EM0584'
 EM0584'A REFERENCE MARK IS 947.55 FEET FROM THE STATION,
 EM0584'S 36 DEG 11 MIN 43 SEC W.  ON THE SOUTH SIDE OF U.S. HIGHWAY 277, HALF
 EM0584'A BLOCK EAST OF THE DUESLER FILLING STATION IN THE NORTHEAST
 EM0584'CORNER OF THE PROPERTY OWNED BY G.E. RILEY.  IT IS A NAIL IN
 EM0584'TERRA-COTTA PIPE FILLED WITH AND SET IN CONCRETE, MARKED
 EM0584'U.S.C.G.S. AND PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  THE
 EM0584'NAIL IS BENT, OTHERWISE IT IS GOOD.
 EM0584'
 EM0584'A REFERENCE MARK 77.4 FEET FROM THE STATION, S 22 DEG 33 MIN E.
 EM0584'STANDARD DISK IS GONE, THE DRILL HOLE IN ROCK
 EM0584'OUTCROP IS UNDAMAGED.
 EM0584'
 EM0584'NOTE--IN A LETTER DATED NOVEMBER 12, 1934, C.L. GRIMES
 EM0584'STATES STATE REPRESENTATIVE, N.E. WOLFARD EXPECTS TO SET
 EM0584'STANDARD BRONZE DISKS IN BOTH STATION AND REFERENCE MARKS IN
 EM0584'A FEW DAYS.
 EM0584
 EM0584                          STATION RECOVERY (1935)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EM0584'STATION WAS RECOVERED AS MARKED IN 1921.  THE MARK IS A STANDARD
 EM0584'STATION MARK DISK SET IN A DRILL HOLE IN ROCK OUTCROP AS
 EM0584'DESCRIBED.  THE REFERENCE MARK SET IN 1902 COULD NOT
 EM0584'BE RECOVERED.  IT IS THOUGHT THAT IT IS DEEPLY COVERED WITH
 EM0584'FILL.  THE STATION AND REFERENCE MARKS WERE STAMPED WITH THE NAME
 EM0584'AND THE DATES 1902 AND 1921.  A NEW REFERENCE MARK WAS SET.
 EM0584'
 EM0584'THE STATION IS IN SEC. 3, T. 5 N., R. 9 W., ON THE TOWN SITE
 EM0584'OF CEMENT, ABOUT 1/2 MILE EAST OF A BRANCH OF THE ST. LOUIS,
 EM0584'SAN FRANCISCO RAILWAY, EXTENDING FROM CHICKASHA TO LAWTON, ON
 EM0584'A PROMINENT ROCKY PEAK, AMONG WHAT ARE KNOWN AS KECHI HILLS.
 EM0584'THE ORIGINAL MARKING OF THE STATION IN 1902 WAS REPLACED BY A
 EM0584'TABLET IN THE ROCK OUTCROP.
 EM0584'
 EM0584'TO REACH BY TRUCK FROM THE BUSINESS CENTER OF CEMENT, GO EAST
 EM0584'TO THE PUBLIC SCHOOL, WHICH IS ON THE WEST SLOPE OF THE SAME HILL
 EM0584'WHICH THE STATION IS ON, FROM THERE CONTINUE EAST ABOUT 500 FEET
 EM0584'TO THE TOP OF THE HILL AND THE STATION.
 EM0584'
 EM0584'REFERENCE MARK NO. 1 (1921), IS 23.59 METERS (77.38 FEET)
 EM0584'FROM THE STATION, S 22 DEG 33 MIN E, AND 22.15 METERS
 EM0584'(72.66 FEET) FROM REFERENCE MARK NO. 2, S 39 DEG 07 MIN E.
 EM0584'
 EM0584'REFERENCE MARK NO. 2 (1935), IS 6.765 METERS (22.21 FEET)
 EM0584'FROM THE STATION, S 47 DEG 13 MIN W ON THE SOUTHWEST
 EM0584'SLOPE OF A HILL.
 EM0584'
 EM0584'THE DRILL HOLE IN THE FOUNDATION ON THE SOUTHWEST SIDE OF THE
 EM0584'WATER TANK TO THE NORTH IS 402 FEET FROM THE STATION,
 EM0584'N 44 DEG 44 MIN 30 SEC W.  AZIMUTH FROM THE STATION TO THE OTHER
 EM0584'POINTS ARE--TO THE METHODIST CHURCH SPIRE IN THE TOWN OF CEMENT
 EM0584'68 DEG 31 MIN 30 SEC, TO THE TOP CENTER OF THE TANK TO THE NORTH
 EM0584'136 DEG 47 MIN, AND TO THE CENTER TOP OF THE LOW TANK ON THE
 EM0584'HILL TO THE EAST 277 DEG 58 MIN.
 EM0584
 EM0584                          STATION RECOVERY (1947)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 EM0584'STATION WAS RECOVERED.  A REVISED DESCRIPTION FOLLOWS--
 EM0584'
 EM0584'STATION IS IN SEC. 3, T. 5 N., R. 9 W., IN THE TOWN OF CEMENT.
 EM0584'IT IS ON THE FIRST HILL SE OF AND ABOUT 400 FEET FROM THE
 EM0584'MUNICIPAL WATER TANK, ABOUT 500 FEET SE FROM THE GRADE SCHOOL, ON
 EM0584'THE ROCKY HILL, THE HIGHEST ONE IN THE RANGE OF ROCKY HILLS
 EM0584'ALONG THE E SIDE OF CEMENT, AND ABOUT 1/4 MILE E FROM THE MAIN
 EM0584'STREET.
 EM0584'
 EM0584'STATION IS MARKED WITH A DRILL HOLE FROM WHICH THE DISK HAS
 EM0584'BEEN REMOVED.  IT IS IN BEDROCK OUTCROP AT THE HIGHEST POINT
 EM0584'OF THE HILL.
 EM0584'
 EM0584'REFERENCE MARK 1 (1921) IS A DRILL HOLE IN BEDROCK, 23.59 METERS
 EM0584'(77.38 FEET) FROM THE STATION, S 22 DEG 43 MIN E.
 EM0584'
 EM0584'REFERENCE MARK 2 IS A DRILL HOLE IN BEDROCK, 6.765 METERS
 EM0584'(22.21 FEET) FROM THE STATION, S 47 DEG 13 MIN W.  IT
 EM0584'IS ON THE SW SLOPE OF THE HILL.
 EM0584'
 EM0584'THESE MARKS HAD BRONZE DISKS WHICH HAVE BEEN REMOVED BY VANDALS.
 EM0584'THE DRILL HOLES ARE INTACT AND IT IS BELIEVED THE POSITIONS
 EM0584'BEST BE PRESERVED WITH THE MARKS AS THEY ARE RATHER THAN TO
 EM0584'PLACE DISKS FOR ADDITIONAL VANDALISM.
 EM0584'
 EM0584'A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE WATER TANK AT
 EM0584'THE SW SIDE IS 402 FEET FROM THE STATION, N 44 DEG 44 MIN 30 SEC W.
 EM0584'THIS HOLE HAS BEEN DAMAGED BY VANDALS.
 EM0584'
 EM0584'OTHER POINTS ARE--THE METHODIST CHURCH SPIRE IN
 EM0584'THE TOWN OF CEMENT, S 68 DEG 31 MIN 30 SEC W.  TO THE TOP OF THE
 EM0584'CENTER OF THE TANK TO THE N, N 43 DEG 13 MIN W.  AND TO THE TOP
 EM0584'CENTER OF THE LOW TANK ON THE HILL TO THE E, S 82 DEG 02 MIN E.
 EM0584'
 EM0584'TO REACH STATION FROM THE MAIN CROSSROADS IN CEMENT.  GO E 0.3
 EM0584'MILE TO THE GRADE SCHOOL ON THE W SLOPE OF THE HILL.  THEN
 EM0584'BEAR TO THE RIGHT UP THE STEEP ROAD ABOUT 400 FEET TO THE TOP
 EM0584'OF THE HILL AND THE STATION.
 EM0584
 EM0584                          STATION RECOVERY (1947)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0584'THE STATION AND REFERENCE MARK DRILL HOLES WERE RECOVERED AND
 EM0584'NEW DISKS WERE SET.  A NEW REFERENCE MARK AND AN AZIMUTH MARK
 EM0584'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 EM0584'
 EM0584'THE STATION IS LOCATED ON A PROMINENT ROCKY PEAK AT THE EAST EDGE
 EM0584'OF THE TOWN OF CEMENT.  THIS PEAK IS ONE OF SEVERAL KNOWN AS
 EM0584'KECHI HILLS.  THE STATION IS SITUATED ON THE HIGHEST POINT AND
 EM0584'THE DISK IS STAMPED KECHI 1902 1921 1947.
 EM0584'
 EM0584'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND ABOUT 5 FEET
 EM0584'LOWER.  THE DISK IS STAMPED KECHI NO 1 1921 1947.
 EM0584'
 EM0584'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND 1 FOOT LOWER.
 EM0584'THE DISK IS STAMPED KECHI NO 2 1935 1947.
 EM0584'
 EM0584'REFERENCE MARK NO. 3 IS EAST OF THE STATION AND ABOUT 2 FEET
 EM0584'LOWER.  THE DISK IS STAMPED KECHI NO 3 1947.
 EM0584'
 EM0584'THE AZIMUTH MARK IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE
 EM0584'STATION, 35 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 277,
 EM0584'AND 3 FEET EAST OF A TELEPHONE POLE.  TO REACH FROM THE TRAFFIC
 EM0584'LIGHT IN CEMENT, GO SOUTH ON U.S. HIGHWAY 277 FOR 0.3 MILE TO
 EM0584'THE MARK ON THE LEFT.  THE DISK IS STAMPED KECHI 1947 AND
 EM0584'PROJECTS 3 INCHES.
 EM0584'
 EM0584'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND FOURTH
 EM0584'STREETS IN CEMENT, GO EAST FOR 0.2 MILE TO THE GRADE SCHOOL ON
 EM0584'THE LEFT.  THENCE BEAR RIGHT AND FOLLOW TRACK ROAD TO TOP OF
 EM0584'HILL AND THE STATION AS DESCRIBED.
 EM0584'
 EM0584'FOUR FOOT SIGNALS AT NORGE, AGAWAM, OAK, FLETCHER, GLADYS,
 EM0584'EDWARDS 2, 74 FOOT SIGNALS AT SPRINGS, OSARIA MARLOW USGS 2,
 EM0584'PACKER 1921, A 47 FOOT SIGNAL AT LANIER 1902 AND A 100 FOOT
 EM0584'SIGNAL AT BURNS ARE VISIBLE AT 4 FEET.
 EM0584
 EM0584                          STATION RECOVERY (1957)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EM0584'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND IN
 EM0584'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 EM0584'IS A NEW AND COMPLETE DESCRIPTION.
 EM0584'
 EM0584'STATION IS IN THE TOWN OF CEMENT, ON THE FIRST HILL SOUTHEAST
 EM0584'AND ABOUT 400 FEET FROM THE MUNICIPAL WATER TANK, (TANK IS TO
 EM0584'BE RE-BUILT) 0.25 MILE EAST OF MAIN STREET, 0.1 MILE SOUTHEAST OF
 EM0584'THE GRADE SCHOOL, ON THE HIGHEST ONE IN THE RANGE OF ROCKY
 EM0584'HILLS ALONG THE EAST SIDE OF CEMENT AND IN SECTION 3, T 5 N, R 9
 EM0584'W.
 EM0584'
 EM0584'STATION MARK IS A STANDARD DISK STAMPED 1902-1921, CEMENTED IN A
 EM0584'DRILL HOLE IN ROCK OUTCROP ABOUT 3 INCHES BELOW THE GROUND
 EM0584'SURFACE.  IT IS 151 FEET WEST-NORTHWEST OF THE CENTER OF AN
 EM0584'OIL WELL CASING AND 34 FEET SOUTHWEST OF THE CENTER OF A TRACK
 EM0584'ROAD.
 EM0584'
 EM0584'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KECHI NO 1 1921-1947,
 EM0584'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP PROJECTING
 EM0584'4 INCHES.  IT IS 80 FEET WEST OF THE OIL WELL CASING, 38 FEET
 EM0584'SOUTH OF THE CENTER OF THE TRACK ROAD AND ABOUT 3 FEET LOWER
 EM0584'THAN THE STATION.
 EM0584'
 EM0584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KECHI NO 2 1935-1947,
 EM0584'CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP PROJECTING
 EM0584'3 INCHES.  IT IS 151 FEET WEST OF THE OIL WELL CASING AND 57 FEET
 EM0584'SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 EM0584'
 EM0584'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KECHI NO 3 1947,
 EM0584'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT ROCK OUTCROP FLUSH WITH
 EM0584'THE GROUND SURFACE.  IT IS 134 FEET WEST-NORTHWEST OF THE OIL
 EM0584'WELL CASING, 17 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD
 EM0584'AND AND ABOUT 2 FEET LOWER THAN THE STATION.
 EM0584'
 EM0584'AZIMUTH MARK IS A STANDARD DISK, STAMPED KECHI 1902, SET IN A
 EM0584'10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 38 FEET
 EM0584'SOUTHEAST OF THE EAST RAILOF A RAILROAD TRACK, 44 FEET NORTHWEST
 EM0584'OF THE CENTER OF U.S. HIGHWAY 277 AND 1 FOOT NORTH OF A
 EM0584'TELEPHONE POLE.  A WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 EM0584'REACHED FROM THE SOUTH END OF MAIN STREET AND U.S. HIGHWAY 277,
 EM0584'GO WEST FOR 0.2 MILE TO THE MARK ON RIGHT.
 EM0584'
 EM0584'HEIGHT OF LIGHT ABOVE THE STATION MARK--18 METERS.
 EM0584
 EM0584                          STATION RECOVERY (1963)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0584'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0584'CONDITION AS DESCRIBED BY O.S.R., 1957
 EM0584'
 EM0584'THE AZIMUTH MARK SET BY R.L.E., 1947 WAS RECOVERED AND FOUND TO
 EM0584'HAVE BEEN DISTURBED.  THE MONUMENT WAS LEANING.  THE MARK
 EM0584'WAS DESTROYED AND THE DISK WAS SALVAGED BY THIS PARTY.
 EM0584'
 EM0584'THE OLD CEMENT MUNICIPAL WATER TANK IS STILL STANDING IN ITS
 EM0584'ORIGIONAL LOCATION.  A NEW WATER TANK HAS BEEN BUILT JUST
 EM0584'SOUTH OF THE OLD WATER TANK.  IT IS MUCH LARGER AND ABOUT THE
 EM0584'SAME HEIGHT AS THE OLD TANK.
 EM0584'
 EM0584'THE O.S.R., 1957 DESCRIPTION IS ENTIRELY ADEQUATE FOR RECOVERY.
 EM0584
 EM0584                          STATION RECOVERY (1964)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0584'RECOVERED AS DESCRIBED
 EM0584
 EM0584                          STATION RECOVERY (1969)
 EM0584
 EM0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EM0584'STATION DISK WAS FOUND REMOVED FROM THE DRILLHOLE IN OUTCROPPING
 EM0584'ROCK.  REFERENCE MARKS NO. 1, NO. 2, NO. 3 AND THE AZIMUTH MARK
 EM0584'WERE RECOVERED IN GOOD CONDITION.  THE DRILLHOLE FOR THE STATION
 EM0584'MARK WAS RECOVERED AND A NEW DISK WAS SET IN ITS ORIGINAL
 EM0584'LOCATION AND RE-ENFORCED WITH CONCRETE.  A CHECK WAS MADE OF THE
 EM0584'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND FOUND TO BE
 EM0584'CORRECT.  HOWEVER A DIFFERENCE OF 5 FEET WAS NOTED IN THE FEET
 EM0584'MEASUREMENT TO REFERENCE MARK NO. 1 AS SHOWN IN THE 1957
 EM0584'DESCRIPTION, THE METER MEASUREMENTS CHECKED.
 EM0584'
 EM0584'THE 1957 DESCRIPTION IS ADEQUATE EXCEPT THE STATION MARK DISK IS
 EM0584'STAMPED KECHI 1902 1969 AND THE MEASUREMENT TO REFERENCE
 EM0584'MARK NO. 1 SHOULD READ 77.35 FEET INSTEAD OF 72.36 FEET.
 EM0584'
 EM0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CEMENT
 EM0584
 EM0584                          STATION RECOVERY (1976)
 EM0584
 EM0584'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (RFA)
 EM0584'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 EM0584'GOOD CONDITION.
 EM0584
 EM0584                          STATION RECOVERY (1980)
 EM0584
 EM0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JGC)
 EM0584'STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK WERE
 EM0584'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN BATTERED AND
 EM0584'CRACKED BUT IS RIGID IN ITS DRILL HOLE.
 EM0584'
 EM0584'STATION MARK IS 400 FEET SE OF THE WATER TANK, 6 FEET E OF TRACK ROAD
 EM0584'CENTER LINE, 112.9 FEET WNW OF A POWER POLE.
 EM0584'
 EM0584'REFERENCE MARK 1 IS 52.4 FEET W OF THE POWER POLE.
 EM0584'REFERENCE MARK 2 IS 116.1 FEET WNW OF THE POWER POLE.
 EM0584'REFERENCE MARK 3 IS 94.1 FEET NW OF THE POWER POLE.
 EM0584'
 EM0584'A NEW DESCRIPTION TO REACH THE STATION IS AS FOLLOWS--
 EM0584'
 EM0584'FROM THE INTERSECTION OF US 277 AND MAIN STREET IN CEMENT, GO NORTH
 EM0584'0.2 MILE TO 4TH STREET.  TURN RIGHT AND GO EAST 0.1 MILE ON 4TH
 EM0584'STREET TO THE END OF PAVEMENT AT THE INTERSECTION OF 4TH AND C
 EM0584'STREETS.  CONTINUE EAST, UPHILL ON ROUGH TRACK ROAD 0.1 MILE TO
 EM0584'A FORK.  TAKE RIGHT FORK THEN LEFT FORK UPHILL TO WATER TANK, 0.1
 EM0584'MILE.  CONTINUE SOUTHEAST ON ROUGH TRACK ROAD TO STATION MARK ON
 EM0584'LEFT AT THE HIGHEST POINT OF THE HILL.
 EM0584
 EM0584                          STATION RECOVERY (1988)
 EM0584
 EM0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0584'THE STATION WAS RECOVERED AT THIS DATE.
 EM0584'OTHER MARKS LOCATED BUT NOT DESCRIBED AT THIS TIME.
 EM0584'
 EM0584'THE STATION IS LOCATED ABOUT 0.3 KM (0.2 MI)
 EM0584'EAST OF CEMENT AND ON HIGH HILL NEAR CITY OF CEMENT WATER TANK.
 EM0584'OWNERSHIP--CITY OF CEMENT, MAYOR, CITY OF CEMENT, CITY HALL, CEMENT
 EM0584'OK 73017, PHONE 405-489-3222.
 EM0584'
 EM0584'TO REACH THE STATION FROM THE INTERSECTION OF FOURTH STREET AND
 EM0584'MAIN STREET IN CEMENT, GO EAST ON FOURTH STREET FOR 0.3 KM (0.2 MI)
 EM0584'TO END OF ROAD AND APARTMENTS ON THE LEFT.  TURN RIGHT AND GO
 EM0584'UPHILL ON DIRT ROAD FOR 0.1 KM (0.05 MI) TO A 3 WAY FORK.  TAKE
 EM0584'LEFT FORK AND GO UPHILL FOR 0.2 KM (0.1 MI), PASSING BETWEEN
 EM0584'ANTENNA WITH SATELLITE DISH AND CITY OF CEMENT WATER TANK TO THE
 EM0584'STATION ON THE LEFT AT VERY EDGE OF DIRT ROAD.
 EM0584'
 EM0584'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---KECHI
 EM0584'1902 1969---, SET IN BEDROCK AND RECESSED 3 CM BELOW THE GROUND
 EM0584'SURFACE.  LOCATED 23.6 METERS (77.4 FT) NORTH-NORTHWEST FROM RM 1,
 EM0584'7.3 METERS (23.9 FT) WEST FROM RM 3, 6.8 METERS (22.2 FT) NORTHEAST
 EM0584'FROM RM 2 AND ON EDGE OF DIRT ROAD.
 EM0584'
 EM0584'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0584'
 EM0584'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0584'
 EM0584'DESCRIBED BY D.A. BOWLING.
 EM0584
 EM0584                          STATION RECOVERY (2013)
 EM0584
 EM0584'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JF)
 EM0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0704 ***********************************************************************
 EM0704  DESIGNATION -  KEELE
 EM0704  PID         -  EM0704
 EM0704  STATE/COUNTY-  OK/JEFFERSON
 EM0704  COUNTRY     -  US
 EM0704  USGS QUAD   -  IRVING (2019)
 EM0704
 EM0704                         *CURRENT SURVEY CONTROL
 EM0704  ______________________________________________________________________
 EM0704* NAD 83(1993) POSITION- 34 05 51.61221(N) 098 03 07.41726(W)   ADJUSTED
 EM0704* NAVD 88 ORTHO HEIGHT -   310.5   (meters)     1019.    (feet) VERTCON3
 EM0704  ______________________________________________________________________
 EM0704  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 EM0704  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 EM0704  HORZ ORDER      -  SECOND
 EM0704
 EM0704.The horizontal coordinates were established by classical geodetic methods
 EM0704.and adjusted by the National Geodetic Survey in November 1994.
 EM0704
 EM0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0704
 EM0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0704.GEOID18 height accuracy estimate available here.
 EM0704
 EM0704.Click photographs - Photos may exist for this station.
 EM0704
 EM0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0704
 EM0704. The following values were computed from the NAD 83(1993) position.
 EM0704
 EM0704;                    North         East     Units Scale Factor Converg.
 EM0704;SPC OK S     -    84,784.232   595,196.063   MT  0.99997176   -0 01 46.4
 EM0704;SPC OK S     -   278,162.93  1,952,739.08   sFT  0.99997176   -0 01 46.4
 EM0704;SPC TXNC     - 2,269,679.237   641,336.880   MT  1.00003917   +0 14 39.5
 EM0704;SPC TXNC     - 7,446,439.30  2,104,119.41   sFT  1.00003917   +0 14 39.5
 EM0704;UTM  14      - 3,773,391.059   587,441.348   MT  0.99969425   +0 31 53.2
 EM0704
 EM0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0704!SPC OK S     -   0.99995534  x   0.99997176  =   0.99992711
 EM0704!SPC TXNC     -   0.99995534  x   1.00003917  =   0.99999451
 EM0704!UTM  14      -   0.99995534  x   0.99969425  =   0.99964961
 EM0704
 EM0704:                Primary Azimuth Mark                     Grid Az
 EM0704:SPC OK S     -  WAURIKA CITY WATER TANK                  034 18 13.0
 EM0704:SPC TXNC     -  WAURIKA CITY WATER TANK                  034 01 47.1
 EM0704:UTM  14      -  WAURIKA CITY WATER TANK                  033 44 33.4
 EM0704
 EM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8744173391(NAD 83)
 EM0704
 EM0704|---------------------------------------------------------------------|
 EM0704| PID    Reference Object                     Distance      Geod. Az  |
 EM0704|                                                           dddmmss.s |
 EM0704| EL0963 WAURIKA CITY WATER TANK             APPROX. 8.8 KM 0341626.6 |
 EM0704| EL0959 RYAN MUNICIPAL TANK                 APPROX.12.4 KM 1300605.6 |
 EM0704| EL0956 RYAN HIGH SCHOOL CUPOLA             APPROX.12.4 KM 1302755.8 |
 EM0704| CX8436 KEELE RM                             21.060 METERS 24338     |
 EM0704| EM0703 HASTINGS MUNICIPAL TANK             APPROX.15.7 KM 3403009.6 |
 EM0704| EM0700 HASTINGS HIGH SCHOOL CUPOLA         APPROX.15.6 KM 3403138.7 |
 EM0704|---------------------------------------------------------------------|
 EM0704
 EM0704                          SUPERSEDED SURVEY CONTROL
 EM0704
 EM0704  NAD 83(1986)-  34 05 51.61557(N)    098 03 07.40434(W) AD(       ) 2
 EM0704  NAD 27      -  34 05 51.27500(N)    098 03 06.26600(W) AD(       ) 2
 EM0704  USSD        -  34 05 51.21100(N)    098 03 06.69300(W) AD(       ) 3
 EM0704  NGVD 29 (07/19/86)  310.4    (m)         1018.     (f) VERT ANG       
 EM0704
 EM0704.Superseded values are not recommended for survey control.
 EM0704
 EM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0704.See file dsdata.pdf to determine how the superseded data were derived.
 EM0704
 EM0704_MARKER: DS = TRIANGULATION STATION DISK
 EM0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0704_STAMPING: KEELE 1923
 EM0704_MARK LOGO: CGS
 EM0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0704+STABILITY: SURFACE MOTION
 EM0704
 EM0704  HISTORY     - Date     Condition        Report By
 EM0704  HISTORY     - 1923     MONUMENTED       CGS
 EM0704  HISTORY     - 1934     GOOD             CGS
 EM0704  HISTORY     - 1937     GOOD             OKDH
 EM0704  HISTORY     - 1963     GOOD             CGS
 EM0704  HISTORY     - 1973     GOOD             OKDH
 EM0704
 EM0704                          STATION DESCRIPTION
 EM0704
 EM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0704'STATION IS ABOUT 3 MILES W AND 4-1/2 MILES S OF TOWN OF WAURIKA,
 EM0704'AT E SIDE OF ROADWAY ON SECTION LINE BETWEEN SECS. 28 AND
 EM0704'29, ABOUT 1/3 MILE S OF THE NW CORNER OF SEC. 28, T 5 S, R 8 W,
 EM0704'AND ABOUT 60 METERS (197 FEET) DUE E FROM J.W. KEELES FARMHOUSE.
 EM0704'
 EM0704'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0704'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0704'
 EM0704'REFERENCE MARK, PLACED IN THE SE CORNER OF KEELES YARD, AND 21.06
 EM0704'METERS (69.1 FEET) FROM STATION, S 63 DEG 38 MIN W.
 EM0704'
 EM0704'ELEVATION OF STATION, 310.4 METERS (1,018 FEET).
 EM0704
 EM0704                          STATION RECOVERY (1934)
 EM0704
 EM0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0704'STATION IS ABOUT 1/4 MILE S OF NW CORNER OF SEC. 28, T 5 S,
 EM0704'R 8 W IN FENCE LINE ON E SIDE OF ROAD, ON LAND OWNED BY WILSON
 EM0704'ESTATE.
 EM0704'
 EM0704'STATION MARK IS A STANDARD DISK, SET IN CONCRETE, PROJECTING
 EM0704'ABOUT 4 INCHES AND STAMPED KEELE 1923.
 EM0704'
 EM0704'STATION FOUND IN GOOD CONDITION.
 EM0704'
 EM0704'REFERENCE MARK, A STANDARD DISK SET IN CONCRETE, IS LOCATED
 EM0704'IN SE CORNER OF MR. KEELES YARD AND ACROSS THE ROAD FROM STATION.
 EM0704'IT PROJECTS ABOUT 3 INCHES.  MARK SATISFACTORY.
 EM0704
 EM0704                          STATION RECOVERY (1937)
 EM0704
 EM0704'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM0704'STATION IS ON E SIDE OF ROAD 0.20 MILE S OF NW CORNER OF SEC.
 EM0704'28, T 5 S, R 8 W.
 EM0704'
 EM0704'STATION MARK FOUND SATISFACTORY.
 EM0704
 EM0704                          STATION RECOVERY (1963)
 EM0704
 EM0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0704'STATION AND REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION,
 EM0704'THE J.W. KEELE FARMHOUSE USED AS REFERENCE IN 1923 NO LONGER
 EM0704'ESISTS.
 EM0704'
 EM0704'STATION MARK IS 23 FEET EAST FROM THE CENTER OF THE NORTH-SOUTH
 EM0704'SECTION LINE ROAD AND 73 FEET SOUTH OF A FENCE CORNER ON
 EM0704'THE WEST SIDE OF THE ROAD, 8 INCHES WEST OF THE NORTH-SOUTH
 EM0704'FENCE LINE AND 18 INCHES SOUTH FROM THE 7TH FENCE POST NORTH
 EM0704'OF THE STEEL POST USED AS A BRACE POST.  THE MARK IS FLUSH
 EM0704'WITH GROUND SURFACE.
 EM0704'
 EM0704'REFERENCE MARK IS 38 FEET WEST FROM THE CENTER OF THE ROAD AND
 EM0704'12 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 38 FEET NORTH
 EM0704'OF A POWER LINE POLE THAT IS ESE OF A WINDMILL.  THE MARK
 EM0704'PROJECTS 1 INCH.
 EM0704'
 EM0704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 EM0704'5 AT THE SOUTH EDGE OF WAURIKA, GO WEST ON HIGHWAY 70 FOR
 EM0704'2.25 MILES TO THE JUNCTION OF STATE HIGHWAY 79, TURN LEFT ON
 EM0704'HIGHWAY 79 AND GO SOUTHWEST FOR 0.9 MILE TO CROSSROAD, TURN
 EM0704'LEFT AND GO SOUTH ON GRADED ROAD FOR 3.8 MILES TO TOP OF GRADE,
 EM0704'WINDMILL ON THE RIGHT AND STATION ON THE LEFT AS DESCRIBED.
 EM0704
 EM0704                          STATION RECOVERY (1973)
 EM0704
 EM0704'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1973 (BEG)
 EM0704'KEELE 1923 MONUMENT WAS RECOVERED IN GOOD CONDITION.
 EM0704'
 EM0704'WITNESS POST WAS SET 5 FEET NORTH OF MONUMENT WITH U.S.C. AND G. S.
 EM0704'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0503 ***********************************************************************
 GJ0503  DESIGNATION -  KEGELMAN AFB CONTROL TOWER
 GJ0503  PID         -  GJ0503
 GJ0503  STATE/COUNTY-  OK/ALFALFA
 GJ0503  COUNTRY     -  US
 GJ0503  USGS QUAD   -  JET (2018)
 GJ0503
 GJ0503                         *CURRENT SURVEY CONTROL
 GJ0503  ______________________________________________________________________
 GJ0503* NAD 83(1997) POSITION- 36 44 16.73518(N) 098 07 35.28655(W)   ADJUSTED
 GJ0503  ______________________________________________________________________
 GJ0503  GEOID HEIGHT    -        -27.910 (meters)                     GEOID18
 GJ0503  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 GJ0503  HORZ ORDER      -  THIRD
 GJ0503
 GJ0503.The horizontal coordinates were established by classical geodetic methods
 GJ0503.and adjusted by the National Geodetic Survey in October 1998.
 GJ0503
 GJ0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0503.GEOID18 height accuracy estimate available here.
 GJ0503
 GJ0503.Click photographs - Photos may exist for this station.
 GJ0503
 GJ0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0503
 GJ0503. The following values were computed from the NAD 83(1997) position.
 GJ0503
 GJ0503;                    North         East     Units Scale Factor Converg.
 GJ0503;SPC OK N     -   192,847.339   588,704.381   MT  0.99999489   -0 04 28.7
 GJ0503;SPC OK N     -   632,699.98  1,931,440.96   sFT  0.99999489   -0 04 28.7
 GJ0503;UTM  14      - 4,066,162.135   577,990.143   MT  0.99967493   +0 31 21.1
 GJ0503
 GJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7799066162(NAD 83)
 GJ0503
 GJ0503                          SUPERSEDED SURVEY CONTROL
 GJ0503
 GJ0503  NAD 83(1993)-  36 44 16.73614(N)    098 07 35.28817(W) AD(       ) 3
 GJ0503  NAD 83(1986)-  36 44 16.74089(N)    098 07 35.27679(W) AD(       ) 3
 GJ0503  NAD 27      -  36 44 16.63547(N)    098 07 34.03909(W) AD(       ) 3
 GJ0503
 GJ0503.Superseded values are not recommended for survey control.
 GJ0503
 GJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0503.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0503
 GJ0503_MARKER: 58 = CONTROL TOWER
 GJ0503
 GJ0503  HISTORY     - Date     Condition        Report By
 GJ0503  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0503
 GJ0503                          STATION DESCRIPTION
 GJ0503
 GJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0503'THE STATION IS LOCATED ABOUT 13.0 MILES EAST OF CHEROKEE, 6.0
 GJ0503'MILES NORTH-NORTHEAST OF JET AND 0.5 MILE EAST OF THE GREAT SALT
 GJ0503'PLAINS DAM.
 GJ0503'
 GJ0503'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A GLASS ENCLOSED CAB
 GJ0503'WITH AN OVERALL HEIGHT OF 60 FEET.  THE POINT OBSERVED UPON WAS THE
 GJ0503'RED LIGHT AT THE APEX OF THE ROOF.
 GJ0503'
 GJ0503'TO REACH THE STATION FROM THE POST OFFICE IN JET, GO EAST ON U. S.
 GJ0503'HIGHWAY 64 FOR 2.0 MILES TO CROSSROAD, TURN LEFT AND GO NORTH ON
 GJ0503'GRAVELED ROAD FOR 3.0 MILES TO T ROAD RIGHT, TURN RIGHT AND GO EAST
 GJ0503'FOR 1.0 MILE TO CROSSROAD, TURN LEFT AND GO NORTH FOR 2.0 MILES TO
 GJ0503'ENTRANCE TO THE KEGELMAN AIR FORCE BASE ON THE RIGHT, TURN RIGHT
 GJ0503'AND GO EAST FOR 0.15 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0714 ***********************************************************************
 GJ0714  DESIGNATION -  KELLN
 GJ0714  PID         -  GJ0714
 GJ0714  STATE/COUNTY-  OK/ELLIS
 GJ0714  COUNTRY     -  US
 GJ0714  USGS QUAD   -  GOODWIN (2018)
 GJ0714
 GJ0714                         *CURRENT SURVEY CONTROL
 GJ0714  ______________________________________________________________________
 GJ0714* NAD 83(1993) POSITION- 36 14 18.00411(N) 099 59 50.03488(W)   ADJUSTED
 GJ0714* NAVD 88 ORTHO HEIGHT -   745.3   (meters)     2445.    (feet) VERTCON3
 GJ0714  ______________________________________________________________________
 GJ0714  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 GJ0714  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 GJ0714  HORZ ORDER      -  FIRST
 GJ0714
 GJ0714.The horizontal coordinates were established by classical geodetic methods
 GJ0714.and adjusted by the National Geodetic Survey in November 1994.
 GJ0714
 GJ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0714
 GJ0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0714.GEOID18 height accuracy estimate available here.
 GJ0714
 GJ0714.Click photographs - Photos may exist for this station.
 GJ0714
 GJ0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0714
 GJ0714. The following values were computed from the NAD 83(1993) position.
 GJ0714
 GJ0714;                    North         East     Units Scale Factor Converg.
 GJ0714;SPC OK N     -   139,243.524   420,487.935   MT  0.99994617   -1 10 43.2
 GJ0714;SPC OK N     -   456,834.79  1,379,550.83   sFT  0.99994617   -1 10 43.2
 GJ0714;SPC TX N     - 1,249,350.660   335,082.836   MT  1.00001329   +0 52 15.3
 GJ0714;SPC TX N     - 4,098,911.29  1,099,350.94   sFT  1.00001329   +0 52 15.3
 GJ0714;UTM  14      - 4,010,844.768   410,391.701   MT  0.99969893   -0 35 22.4
 GJ0714
 GJ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0714!SPC OK N     -   0.99988747  x   0.99994617  =   0.99983365
 GJ0714!SPC TX N     -   0.99988747  x   1.00001329  =   0.99990076
 GJ0714!UTM  14      -   0.99988747  x   0.99969893  =   0.99958644
 GJ0714
 GJ0714:                Primary Azimuth Mark                     Grid Az
 GJ0714:SPC OK N     -  APPLE                                    078 59 37.2
 GJ0714:SPC TX N     -  APPLE                                    076 56 38.7
 GJ0714:UTM  14      -  APPLE                                    078 24 16.4
 GJ0714
 GJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1039110844(NAD 83)
 GJ0714
 GJ0714|---------------------------------------------------------------------|
 GJ0714| PID    Reference Object                     Distance      Geod. Az  |
 GJ0714|                                                           dddmmss.s |
 GJ0714| CL3260 KELLN RM 1                                         04005     |
 GJ0714| GJ0726 SHATTUCK WATER TANK                 APPROX.11.1 KM 0735832.3 |
 GJ0714| GJ0715 APPLE                               APPROX. 4.1 KM 0774854.0 |
 GJ0714| CL3261 KELLN RM 2                                         29140     |
 GJ0714|---------------------------------------------------------------------|
 GJ0714
 GJ0714                          SUPERSEDED SURVEY CONTROL
 GJ0714
 GJ0714  NAD 83(1986)-  36 14 18.01113(N)    099 59 50.02185(W) AD(       ) 1
 GJ0714  NAD 27      -  36 14 17.86700(N)    099 59 48.57600(W) AD(       ) 1
 GJ0714  NGVD 29 (07/19/86)  745.0    (m)         2444.     (f) VERT ANG       
 GJ0714
 GJ0714.Superseded values are not recommended for survey control.
 GJ0714
 GJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0714.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0714
 GJ0714_MARKER: DS = TRIANGULATION STATION DISK
 GJ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0714_STAMPING: KELLN 1927
 GJ0714_MARK LOGO: CGS
 GJ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0714+STABILITY: SURFACE MOTION
 GJ0714
 GJ0714  HISTORY     - Date     Condition        Report By
 GJ0714  HISTORY     - 1927     MONUMENTED       CGS
 GJ0714  HISTORY     - 1957     GOOD             CGS
 GJ0714
 GJ0714                          STATION DESCRIPTION
 GJ0714
 GJ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0714'ABOUT 7 MILES W AND 2-1/2 MILES S OF SHATTUCK, ABOUT 1,900
 GJ0714'FEET E OF OLD STATE LINE, ON A GRASSY KNOLL IN A PASTURE AND
 GJ0714'75 PACES S OF WIRE FENCE.  A PASTURE ROAD RUNS OVER THE TOP OF THE
 GJ0714'KNOLL TO A VACANT HOUSE ABOUT 1/4 MILE TO SE OWNED BY DAVE
 GJ0714'KELLEN.  WINDMILL AT THIS HOUSE IS VISIBLE FROM STATION ON
 GJ0714'BEARING 130 DEG.
 GJ0714'
 GJ0714'TO REACH STATION FROM SHATTUCK GO S 0.8 MILE ON STATE HIGHWAY
 GJ0714'15, THEN W 2-1/2 MILES, S 1 MILE, W 4 MILES TO GATE AT S
 GJ0714'SIDE OF ROAD, S THROUGH GATE AND FOLLOW PASTURE ROAD 0.3
 GJ0714'MILE TO FORK, TAKE LEFT-HAND FORK AND FOLLOW IT SE 0.3 MILE
 GJ0714'TO FENCE CORNER AND STATION.
 GJ0714'
 GJ0714'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GJ0714'SET IN CONCRETE.  UNDERGROUND MARK BEING 3 FEET BELOW THE
 GJ0714'SURFACE.
 GJ0714'
 GJ0714'REFERENCE MARK NO. 1, DISTANCE NOT MEASURED, IS
 GJ0714'N 40 DEG 05 MIN E FROM STATION WHILE DISTANCE AND BEARING OF
 GJ0714'REFERENCE MARK NO. 2 ARE 76.50 METERS (251.0 FEET),
 GJ0714'N 68 DEG 20 MIN W.  ELEVATION OF STATION, 745 METERS (2,444 FEET).
 GJ0714
 GJ0714                          STATION RECOVERY (1957)
 GJ0714
 GJ0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GJ0714'THE STATION AND REFERENCE MARK NUMBER 1 WERE RECOVERED AND FOUND
 GJ0714'IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 COULD NOT BE FOUND,
 GJ0714'THERE BEING NO MEASUREMENT WITH WHICH TO REFERENCE THE STATION.
 GJ0714'ALL OF THE OLD SECTION LINE ROADS HAVE BEEN RELOCATED AND A NEW
 GJ0714'TO REACH FOLLOWS-
 GJ0714'
 GJ0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND
 GJ0714'STATE HIGHWAY 15 IN SHATTUCK, GO SOUTH ON U.S. HIGHWAY 283
 GJ0714'FOR 1.8 MILES TO A ROAD RIGHT, TURN RIGHT, WEST, AND GO 4.0 MILES
 GJ0714'TO A SECTION CORNER, TURN LEFT SOUTH, AND GO 2.0 MILES TO A
 GJ0714'SECTION CORNER, TURN RIGHT, WEST AND GO 1.0 MILES TO A SECTION
 GJ0714'CORNER AND A GATE, PASS THROUGH THE GATE AND CONTINUE WESTERLY
 GJ0714'AND NORTHERLY ON PASTURE ROAD FOR ABOUT 1.25 MILES TO A GATE,
 GJ0714'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE LEFT FORK
 GJ0714'OF THE ROAD TO A CREEK CROSSING.  CROSS CREEK AND TAKE LEFT
 GJ0714'FORK UP HILL FOR ABOUT 0.5 MILES TO A GATE, PASS THROUGH THE
 GJ0714'GATE AND TAKE LEFT FORK TO WINDMILL AT TOP OF HILL, ABOUT
 GJ0714'0.5 MILE FROM LAST GATE.  HERE BEAR RIGHT AROUND KNOB AND
 GJ0714'CONTINUE NORTHWESTERLY TO TOP OF SMALL KNOLL ABOUT 0.1 MILE
 GJ0714'NORTHWEST OF WINDMILL TO STATION ON HIGHEST POINT.
 GJ0714'
 GJ0714'REFERENCE MARK 1 IS ABOUT 0.5 MILE NORTHEAST OF STATION ON
 GJ0714'NORTH SIDE OF DRAW ABOUT 50 FEET SOUTH OF AN EAST WEST SECTION
 GJ0714'LINE FENCE AND ABOUT 10 FEET WEST OF GATE IN SAME FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0758 ***********************************************************************
 GG0758  DESIGNATION -  KELSO
 GG0758  PID         -  GG0758
 GG0758  STATE/COUNTY-  OK/CRAIG
 GG0758  COUNTRY     -  US
 GG0758  USGS QUAD   -  VINITA (2019)
 GG0758
 GG0758                         *CURRENT SURVEY CONTROL
 GG0758  ______________________________________________________________________
 GG0758* NAD 83(1997) POSITION- 36 42 23.10299(N) 095 08 36.56448(W)   ADJUSTED
 GG0758* NAVD 88 ORTHO HEIGHT -   242.    (meters)      794.    (feet) SCALED
 GG0758  ______________________________________________________________________
 GG0758  GEOID HEIGHT    -        -29.357 (meters)                     GEOID18
 GG0758  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 GG0758  HORZ ORDER      -  SECOND
 GG0758
 GG0758.The horizontal coordinates were established by classical geodetic methods
 GG0758.and adjusted by the National Geodetic Survey in October 1998.
 GG0758
 GG0758.The orthometric height was scaled from a topographic map.
 GG0758
 GG0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0758.GEOID18 height accuracy estimate available here.
 GG0758
 GG0758.Click photographs - Photos may exist for this station.
 GG0758
 GG0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0758
 GG0758. The following values were computed from the NAD 83(1997) position.
 GG0758
 GG0758;                    North         East     Units Scale Factor Converg.
 GG0758;SPC OK N     -   193,091.710   855,197.436   MT  0.99998956   +1 41 08.7
 GG0758;SPC OK N     -   633,501.72  2,805,760.25   sFT  0.99998956   +1 41 08.7
 GG0758;UTM  15      - 4,064,446.351   308,537.073   MT  1.00005164   -1 16 53.7
 GG0758
 GG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0758!SPC OK N     -   0.99996661  x   0.99998956  =   0.99995617
 GG0758!UTM  15      -   0.99996661  x   1.00005164  =   1.00001825
 GG0758
 GG0758:                Primary Azimuth Mark                     Grid Az
 GG0758:SPC OK N     -  KELSO AZ MK                              179 37 46.7
 GG0758:UTM  15      -  KELSO AZ MK                              182 35 49.1
 GG0758
 GG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0853764446(NAD 83)
 GG0758
 GG0758|---------------------------------------------------------------------|
 GG0758| PID    Reference Object                     Distance      Geod. Az  |
 GG0758|                                                           dddmmss.s |
 GG0758| CI1790 KELSO RM 1                           12.875 METERS 00728     |
 GG0758| CI1791 KELSO RM 2                           19.754 METERS 17439     |
 GG0758| CI1789 KELSO AZ MK                                        1811855.4 |
 GG0758| GG0759 VINITA MUNICIPAL TANK               APPROX. 7.3 KM 1932459.7 |
 GG0758| GG0757 VINITA RADIO STATION KVIN MAST      APPROX. 8.3 KM 1944835.2 |
 GG0758|---------------------------------------------------------------------|
 GG0758
 GG0758                          SUPERSEDED SURVEY CONTROL
 GG0758
 GG0758  NAD 83(1993)-  36 42 23.10430(N)    095 08 36.56506(W) AD(       ) 2
 GG0758  NAD 83(1986)-  36 42 23.12525(N)    095 08 36.55181(W) AD(       ) 2
 GG0758  NAD 27      -  36 42 22.83740(N)    095 08 35.65810(W) AD(       ) 2
 GG0758
 GG0758.Superseded values are not recommended for survey control.
 GG0758
 GG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0758.See file dsdata.pdf to determine how the superseded data were derived.
 GG0758
 GG0758_MARKER: DS = TRIANGULATION STATION DISK
 GG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0758_STAMPING: KELSO 1958
 GG0758_MARK LOGO: CGS
 GG0758_PROJECTION: FLUSH
 GG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0758+STABILITY: SURFACE MOTION
 GG0758
 GG0758  HISTORY     - Date     Condition        Report By
 GG0758  HISTORY     - 1958     MONUMENTED       CGS
 GG0758
 GG0758                          STATION DESCRIPTION
 GG0758
 GG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0758'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF WELCH AND
 GG0758'ABOUT 5 MILES NORTH OF VINITA ON HIGHWAY RIGHT-OF-WAY, ON THE
 GG0758'HIGHEST POINT OF THE HILL.  IT IS 50 FEET EAST OF STATE HIGHWAY
 GG0758'NO. 2, 5 FEET EAST OF A CUT IN THE HIGHWAY RIGHT-OF-WAY AND
 GG0758'5 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS SET
 GG0758'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED KELSO 1958.
 GG0758'
 GG0758'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE CUT IN HIGHWAY
 GG0758'RIGHT-OF-WAY AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 GG0758'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GG0758'STAMPED KELSO NO 1 1958.
 GG0758'
 GG0758'REFERENCE MARK NO. 2 IS 12 FEET EAST OF THE CUT IN HIGHWAY
 GG0758'RIGHT-OF-WAY AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE
 GG0758'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GG0758'STAMPED KELSO NO 2 1958.
 GG0758'
 GG0758'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTER OF STATE HIGHWAY
 GG0758'NO. 2 AND IS CEMENTED IN A DRILLHOLE IN THE WEST END OF A
 GG0758'CONCRETE CULVERT.  THE MARK IS SET FLUSH WITH THE SURFACE
 GG0758'OF THE CONCRETE BUTMENT AND IS STAMPED KELSO 1958.
 GG0758'
 GG0758'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 59, STATE
 GG0758'HIGHWAY NO. 10 AND STATE HIGHWAY NO. 2 IN THE WEST EDGE OF
 GG0758'WELCH, GO SOUTH ON STATE HIGHWAY NO. 2 FOR 5.7 MILES TO THE
 GG0758'JUNCTION OF STATE HIGHWAY NO. 25, CONTINUE STRAIGHT AHEAD
 GG0758'ON STATE HIGHWAY NO. 2 FOR 6.4 MILES TO THE TOP OF RISE AND
 GG0758'STATION ON THE LEFT AS DESCRIBED.
 GG0758'
 GG0758'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4
 GG0758'MILE TO CROSSROAD AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GG0758'
 GG0758'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1079 ***********************************************************************
 DN1079  DESIGNATION -  KEMP
 DN1079  PID         -  DN1079
 DN1079  STATE/COUNTY-  OK/BRYAN
 DN1079  COUNTRY     -  US
 DN1079  USGS QUAD   -  KEMP (2018)
 DN1079
 DN1079                         *CURRENT SURVEY CONTROL
 DN1079  ______________________________________________________________________
 DN1079* NAD 83(1993) POSITION- 33 47 18.38962(N) 096 21 06.49027(W)   ADJUSTED
 DN1079* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 DN1079  ______________________________________________________________________
 DN1079  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DN1079  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DN1079  HORZ ORDER      -  SECOND
 DN1079
 DN1079.The horizontal coordinates were established by classical geodetic methods
 DN1079.and adjusted by the National Geodetic Survey in November 1994.
 DN1079
 DN1079.The orthometric height was scaled from a topographic map.
 DN1079
 DN1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1079.GEOID18 height accuracy estimate available here.
 DN1079
 DN1079.Click photographs - Photos may exist for this station.
 DN1079
 DN1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1079
 DN1079. The following values were computed from the NAD 83(1993) position.
 DN1079
 DN1079;                    North         East     Units Scale Factor Converg.
 DN1079;SPC OK S     -    51,729.201   752,642.831   MT  1.00003164   +0 56 08.0
 DN1079;SPC OK S     -   169,714.89  2,469,295.69   sFT  1.00003164   +0 56 08.0
 DN1079;SPC TXNC     - 2,237,325.214   798,928.589   MT  0.99995515   +1 10 17.8
 DN1079;SPC TXNC     - 7,340,291.14  2,621,151.55   sFT  0.99995515   +1 10 17.8
 DN1079;UTM  14      - 3,741,851.789   745,193.426   MT  1.00034121   +1 28 24.5
 DN1079
 DN1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1079!SPC OK S     -   0.99997135  x   1.00003164  =   1.00000299
 DN1079!SPC TXNC     -   0.99997135  x   0.99995515  =   0.99992651
 DN1079!UTM  14      -   0.99997135  x   1.00034121  =   1.00031256
 DN1079
 DN1079:                Primary Azimuth Mark                     Grid Az
 DN1079:SPC OK S     -  KEMP AZ MK                               350 57 05.3
 DN1079:SPC TXNC     -  KEMP AZ MK                               350 42 55.5
 DN1079:UTM  14      -  KEMP AZ MK                               350 24 48.8
 DN1079
 DN1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4519341851(NAD 83)
 DN1079
 DN1079|---------------------------------------------------------------------|
 DN1079| PID    Reference Object                     Distance      Geod. Az  |
 DN1079|                                                           dddmmss.s |
 DN1079| CY1382 KEMP RM 1                            21.797 METERS 05924     |
 DN1079| CY1383 KEMP RM 2                            31.827 METERS 14448     |
 DN1079| DN1225 DENISON SE MUNICIPAL TANK           APPROX.17.8 KM 2525338.7 |
 DN1079| DN1202 DENISON MUNICIPAL STANDPIPE         APPROX.18.1 KM 2621212.9 |
 DN1079| CY1381 KEMP AZ MK                                         3515313.3 |
 DN1079|---------------------------------------------------------------------|
 DN1079
 DN1079                          SUPERSEDED SURVEY CONTROL
 DN1079
 DN1079  NAD 83(1986)-  33 47 18.39481(N)    096 21 06.48296(W) AD(       ) 2
 DN1079  NAD 27      -  33 47 18.02780(N)    096 21 05.53060(W) AD(       ) 2
 DN1079
 DN1079.Superseded values are not recommended for survey control.
 DN1079
 DN1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1079.See file dsdata.pdf to determine how the superseded data were derived.
 DN1079
 DN1079_MARKER: DS = TRIANGULATION STATION DISK
 DN1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1079_STAMPING: KEMP 1955
 DN1079_MARK LOGO: CGS
 DN1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1079+STABILITY: SURFACE MOTION
 DN1079
 DN1079  HISTORY     - Date     Condition        Report By
 DN1079  HISTORY     - 1955     MONUMENTED       CGS
 DN1079  HISTORY     - 1956     GOOD             USGS
 DN1079  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DN1079
 DN1079                          STATION DESCRIPTION
 DN1079
 DN1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1079'STATION IS LOCATED ABOUT 11.0 MILES EAST NORTHEAST OF DENISON,
 DN1079'TEXAS, 4.0 MILES SOUTHEAST OF ACHILLE, OKLAHOMA, AND 1.5
 DN1079'MILES NORTH OF THE VILLAGE OF KEMP.
 DN1079'
 DN1079'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 DN1079'ACHILLE GO EAST 0.1 MILE.  TURN RIGHT, ON STATE HIGHWAY 78,
 DN1079'AND GO 1.8 MILES.  KEEP LEFT ON HIGHWAY AND GO WEST 1.05
 DN1079'MILE TO A SIDE ROAD ON THE RIGHT 0.1 MILE BEYOND CHURCH.
 DN1079'TURN RIGHT AND GO SOUTH 0.95 MILE TO A CROSSROAD.  TURN LEFT
 DN1079'AND GO EAST 0.5 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE
 DN1079'OF ROAD.  TURN RIGHT AND GO SOUTH 0.4 MILE.  TURN LEFT AND GO
 DN1079'EAST 0.1 MILE TO DRIVEWAY TO THE BACK OF HOUSE AND STATION.
 DN1079'
 DN1079'STATION, STAMPED KEMP 1955, IS A STANDARD USC AND GS BRONZE DISK
 DN1079'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DN1079'PROJECTS ABOUT 1 INCH.  IT IS 52 FEET NORTH OF THE NORTHWEST
 DN1079'CORNER OF HOUSE, 17.5 FEET WEST OF A WELL AND PUMP, AND 15 FEET
 DN1079'EAST SOUTHEAST OF A WHITE WITNESS POST.
 DN1079'
 DN1079'R.M. 1, STAMPED KEMP NO 1 1955, IS A STANDARD USC AND GS BRONZE
 DN1079'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DN1079'IS FLUSH WITH THE GROUND.  IT IS 60 FEET NORTHWEST OF THE
 DN1079'CORNER OF BARN, 1.5 FEET NORTHWEST OF A FENCE CORNER, AND
 DN1079'1 FOOT WEST OF WIRE FENCE.
 DN1079'
 DN1079'R.M. 2, STAMPED KEMP NO 2 1955, IS A STANDARD USC AND GS BRONZE
 DN1079'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DN1079'IS FLUSH WITH THE GROUND.  IT IS 28 FEET SOUTH OF A FENCE
 DN1079'CORNER, 25 FEET EAST OF THE CENTER OF THE BACK PORCH OF HOUSE,
 DN1079'22 FEET NORTH OF FENCE CORNER, AND 1 FOOT WEST OF FENCE LINE.
 DN1079'
 DN1079'AZIMUTH MARK, STAMPED KEMP 1955, IS A STANDARD USC AND GS BRONZE
 DN1079'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DN1079'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 120 FEET SOUTH
 DN1079'SOUTHWEST OF A HOUSE, 35 FEET SOUTHWEST OF A T ROAD INTERSECTION,
 DN1079'10 FEET SOUTHWEST OF A FENCE CORNER, AND 1.5 FEET WEST OF A
 DN1079'POWERLINE POLE.
 DN1079
 DN1079                          STATION RECOVERY (1956)
 DN1079
 DN1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DN1079'CORRECT DESCRIPTION OF AZIMUTH MARK TO READ 35 FEET SOUTHEAST
 DN1079'OF A T ROAD INTERSECTION, 10 FEET SOUTHEAST OF A FENCE CORNER.
 DN1079
 DN1079                          STATION RECOVERY (1957)
 DN1079
 DN1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1079'STATION RECOVERED BUT DISK IS MISSING.  RECOVERED REFERENCE
 DN1079'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK IN GOOD CONDITION
 DN1079'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DN1079'ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0741 ***********************************************************************
 EL0741  DESIGNATION -  KENEFICK MUNICIPAL TANK
 EL0741  PID         -  EL0741
 EL0741  STATE/COUNTY-  OK/BRYAN
 EL0741  COUNTRY     -  US
 EL0741  USGS QUAD   -  CADDO NORTH (2018)
 EL0741
 EL0741                         *CURRENT SURVEY CONTROL
 EL0741  ______________________________________________________________________
 EL0741* NAD 83(1993) POSITION- 34 08 56.52579(N) 096 21 52.85195(W)   ADJUSTED
 EL0741  ______________________________________________________________________
 EL0741  GEOID HEIGHT    -        -26.323 (meters)                     GEOID18
 EL0741  LAPLACE CORR    -         -4.61  (seconds)                    DEFLEC18
 EL0741  HORZ ORDER      -  THIRD
 EL0741
 EL0741.The horizontal coordinates were established by classical geodetic methods
 EL0741.and adjusted by the National Geodetic Survey in November 1994.
 EL0741
 EL0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0741.GEOID18 height accuracy estimate available here.
 EL0741
 EL0741.Click photographs - Photos may exist for this station.
 EL0741
 EL0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0741
 EL0741. The following values were computed from the NAD 83(1993) position.
 EL0741
 EL0741;                    North         East     Units Scale Factor Converg.
 EL0741;SPC OK S     -    91,702.023   750,802.295   MT  0.99996460   +0 55 41.6
 EL0741;SPC OK S     -   300,859.05  2,463,257.20   sFT  0.99996460   +0 55 41.6
 EL0741;UTM  14      - 3,781,818.869   742,972.079   MT  1.00032778   +1 28 48.2
 EL0741
 EL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4297281818(NAD 83)
 EL0741
 EL0741                          SUPERSEDED SURVEY CONTROL
 EL0741
 EL0741  NAD 83(1986)-  34 08 56.53132(N)    096 21 52.84396(W) AD(       ) 3
 EL0741  NAD 27      -  34 08 56.19300(N)    096 21 51.87700(W) AD(       ) 3
 EL0741
 EL0741.Superseded values are not recommended for survey control.
 EL0741
 EL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0741.See file dsdata.pdf to determine how the superseded data were derived.
 EL0741
 EL0741_MARKER: 53 = ELEVATED TANK
 EL0741
 EL0741  HISTORY     - Date     Condition        Report By
 EL0741  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0741
 EL0741                          STATION DESCRIPTION
 EL0741
 EL0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0741'THE STATION IS LOCATED IN THE VILLAGE OF KENEFICK.
 EL0741'
 EL0741'THE TANK IS A LARGE STEEL TANK WITH A CONICAL TOP SUPPORTED BY STEEL
 EL0741'LEGS AND IS ABOUT 80 FEET HIGH.  THE CENTER OF THE TOP OF
 EL0741'TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0539 ***********************************************************************
 GJ0539  DESIGNATION -  KENNEDY
 GJ0539  PID         -  GJ0539
 GJ0539  STATE/COUNTY-  OK/GARFIELD
 GJ0539  COUNTRY     -  US
 GJ0539  USGS QUAD   -  BARR (2018)
 GJ0539
 GJ0539                         *CURRENT SURVEY CONTROL
 GJ0539  ______________________________________________________________________
 GJ0539* NAD 83(1993) POSITION- 36 11 24.02052(N) 098 02 43.43936(W)   ADJUSTED
 GJ0539* NAVD 88 ORTHO HEIGHT -   387.0   (meters)     1270.    (feet) VERTCON3
 GJ0539  ______________________________________________________________________
 GJ0539  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 GJ0539  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 GJ0539  HORZ ORDER      -  FIRST
 GJ0539
 GJ0539.The horizontal coordinates were established by classical geodetic methods
 GJ0539.and adjusted by the National Geodetic Survey in November 1994.
 GJ0539
 GJ0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0539
 GJ0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0539.GEOID18 height accuracy estimate available here.
 GJ0539
 GJ0539.Click photographs - Photos may exist for this station.
 GJ0539
 GJ0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0539
 GJ0539. The following values were computed from the NAD 83(1993) position.
 GJ0539
 GJ0539;                    North         East     Units Scale Factor Converg.
 GJ0539;SPC OK N     -   132,035.583   595,916.649   MT  0.99994549   -0 01 36.5
 GJ0539;SPC OK N     -   433,186.74  1,955,103.21   sFT  0.99994549   -0 01 36.5
 GJ0539;UTM  14      - 4,005,445.405   585,830.201   MT  0.99969077   +0 33 49.3
 GJ0539
 GJ0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0539!SPC OK N     -   0.99994358  x   0.99994549  =   0.99988908
 GJ0539!UTM  14      -   0.99994358  x   0.99969077  =   0.99963437
 GJ0539
 GJ0539:                Primary Azimuth Mark                     Grid Az
 GJ0539:SPC OK N     -  KENNEDY AZ MK RESET                      101 53 47.7
 GJ0539:UTM  14      -  KENNEDY AZ MK RESET                      101 18 21.9
 GJ0539
 GJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8583005445(NAD 83)
 GJ0539
 GJ0539|---------------------------------------------------------------------|
 GJ0539| PID    Reference Object                     Distance      Geod. Az  |
 GJ0539|                                                           dddmmss.s |
 GJ0539| GJ0533 DRUMMOND MUNICIPAL STANDPIPE        APPROX.11.9 KM 0051828.0 |
 GJ0539| GH0811 WAUKOMIS MUNICIPAL STANDPIPE        APPROX.15.9 KM 0512055.5 |
 GJ0539| GH0807 WAUKOMIS MUNICIPAL STANDPIPE        APPROX.16.3 KM 0534205.2 |
 GJ0539| CL3269 KENNEDY RM 1                         25.400 METERS 08423     |
 GJ0539| GJ0541 KENNEDY RM A                         31.568 METERS 09840     |
 GJ0539| CL3268 KENNEDY AZ MK RESET                                1015211.2 |
 GJ0539| CL3267 KENNEDY AZ MK                                      1015345.0 |
 GJ0539| GH0797 HENNESSEY MUNICIPAL STANDPIPE       APPROX.15.3 KM 1223537.7 |
 GJ0539| GH0795 HENNESSEY FARMERS CO OP ELEV        APPROX.15.8 KM 1240316.9 |
 GJ0539| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX.16.1 KM 1244948.3 |
 GJ0539| CL3270 KENNEDY RM 2                         23.517 METERS 19831     |
 GJ0539|---------------------------------------------------------------------|
 GJ0539
 GJ0539                          SUPERSEDED SURVEY CONTROL
 GJ0539
 GJ0539  NAD 83(1986)-  36 11 24.02550(N)    098 02 43.42611(W) AD(       ) 1
 GJ0539  NAD 27      -  36 11 23.89662(N)    098 02 42.20404(W) AD(       ) 1
 GJ0539  NGVD 29 (07/19/86)  386.8    (m)         1269.     (f) VERT ANG       
 GJ0539
 GJ0539.Superseded values are not recommended for survey control.
 GJ0539
 GJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0539.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0539
 GJ0539_MARKER: DS = TRIANGULATION STATION DISK
 GJ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0539_STAMPING: KENNEDY 1951
 GJ0539_MARK LOGO: CGS
 GJ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0539+STABILITY: SURFACE MOTION
 GJ0539
 GJ0539  HISTORY     - Date     Condition        Report By
 GJ0539  HISTORY     - 1951     MONUMENTED       CGS
 GJ0539  HISTORY     - 1963     GOOD             CGS
 GJ0539  HISTORY     - 1968     GOOD             CGS
 GJ0539
 GJ0539                          STATION DESCRIPTION
 GJ0539
 GJ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0539'THE STATION IS LOCATED ABOUT 8.0 MILES WEST AND 5.5 MILES NORTH OF
 GJ0539'HENNESSEY, 5.0 MILES NORTH AND 2.25 MILES EAST OF LACEY AND ABOUT
 GJ0539'0.75 MILE WEST OF THE CHRISTMAS STORE AND GARAGE.  IT IS ON A SMALL
 GJ0539'KNOLL IN THE FARM YARD OF PROPERTY OWNED BY MISS PENNIE KENNEDY
 GJ0539'WHO LIVES ABOUT 0.2 MILE WEST OF THE STATION.  IT IS 84.0 FEET
 GJ0539'WEST OF THE SOUTHWEST CORNER OF A BARN, 50.0 FEET NORTH OF THE
 GJ0539'NORTHWEST CORNER OF A SMALL HOUSE, 29.0 FEET EAST-SOUTHEAST OF A
 GJ0539'FENCE CORNER AND OAK TREE AND 1.0 FOOT SOUTH OF A WITNESS POST.  IT
 GJ0539'PROJECTS 6 INCHES AND IS STAMPED KENNEDY 1951.
 GJ0539'
 GJ0539'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE KNOLL ABOUT
 GJ0539'2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 1.0 FOOT WEST OF
 GJ0539'THE SOUTHWEST CORNER OF THE BARN, PROJECTS 2 INCHES AND IS STAMPED
 GJ0539'KENNEDY NO 1 1951.
 GJ0539'
 GJ0539'REFERENCE MARK NO. 2 IS LOCATED ON THE WEST SLOPE OF THE KNOLL ABOUT
 GJ0539'3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 35.0 FEET
 GJ0539'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 0.5 OF A
 GJ0539'FOOT EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED KENNEDY
 GJ0539'NO 2 1951.
 GJ0539'
 GJ0539'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GJ0539'134.75 FEET.
 GJ0539'
 GJ0539'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE WEST OF THE CHRISTMAS STORE,
 GJ0539'25.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 1.5 FEET SOUTHWEST
 GJ0539'OF A WITNESS POST, 1.5 FEET WEST OF A TELEPHONE POLE AND 1.0 FOOT
 GJ0539'NORTH OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED KENNEDY
 GJ0539'1951.
 GJ0539'
 GJ0539'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE LACEY
 GJ0539'CONSOLIDATED SCHOOL, GO EAST ON STATE ROUTE NO. 51 FOR 2.0 MILES TO
 GJ0539'A CROSSROAD, TURN LEFT AND GO NORTH OF A GRADED SAND ROAD FOR 5.0
 GJ0539'MILES TO A CROSSROAD.  HERE TURN RIGHT AND GO EAST ON A GRADED ROAD
 GJ0539'FOR 0.25 MILE TO A WIRE GATE ON THE LEFT AT FARM DRIVE LEADING INTO A
 GJ0539'GROUP OF FARM BUILDINGS.  TURN LEFT THROUGH THIS WIRE GATE AND GO
 GJ0539'NORTH ON FARM DRIVE FOR 0.1 MILE TO BUILDINGS AND THE STATION ON
 GJ0539'HIGHEST POINT OF KNOLL AS DESCRIBED.
 GJ0539'
 GJ0539'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM DRIVE TO
 GJ0539'WIRE GATE, HERE TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.5 MILE
 GJ0539'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GJ0539'
 GJ0539'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GJ0539
 GJ0539                          STATION RECOVERY (1963)
 GJ0539
 GJ0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0539'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 GJ0539'DESCRIBED.  THE AZIMUTH MARK HAD BEEN MOVED OUT OF ITS ORIGINAL
 GJ0539'POSITION.  THE SAME MONUMENT, WITH THE DISK INTACT WAS RESET AND
 GJ0539'STAMPED RESET 1963.
 GJ0539'
 GJ0539'AZIMUTH MARK IS A STANDARD DISK, STAMPED KENNEDY 1951 RESET 1963,
 GJ0539'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0539'GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE CENTERLINE OF A GRADED
 GJ0539'ROAD, 2.4 FEET SOUTHWEST OF A WITNESS POST, 2 FEET NORTH OF A WIRE
 GJ0539'FENCE AND 1 FOOT NORTHEAST OF A POWER LINE POLE.
 GJ0539
 GJ0539                          STATION RECOVERY (1968)
 GJ0539
 GJ0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0539'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 GJ0539'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 GJ0539'DISTANCES AND DIRECTIONS COMPARED FAVORABLE.  DUE TO SOME CHANGES A
 GJ0539'NEW DESCRIPTION FOLLOWS.
 GJ0539'
 GJ0539'THE STATION IS LOCATED ABOUT 8 MILES WEST AND 5-1/2 MILES NORTH OF
 GJ0539'HENNESSEY, 5 MILES NORTH AND 2-1/4 MILES EAST OF LACEY AND ON THE
 GJ0539'PROPERTY OWNED BY MISS. PENNIE KENNEDY.
 GJ0539'
 GJ0539'TO REACH THE STATION FROM THE POST OFFICE IN DRUMMOND, GO SOUTH ON
 GJ0539'MAIN STREET 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 GJ0539'PAVED STREET 0.05 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD EAST
 GJ0539'ON PAVED STREET FOR 0.15 MILE TO JUNCTION WITH STATE HIGHWAY
 GJ0539'132.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 132 FOR 7.4 MILES TO
 GJ0539'A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRADED SAND
 GJ0539'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 GJ0539'WEST ON GRADED ROAD FOR 0.5 MILE TO A GATE ON RIGHT AND FIELD ROAD.
 GJ0539'TURN RIGHT AND GO NORTH ON FIELD ROAD FOR 0.1 MILE TO THE
 GJ0539'STATION AS DESCRIBED.
 GJ0539'
 GJ0539'THE STATION IS A STANDARD DISK, STAMPED KENNEDY 1951, SET IN THE TOP
 GJ0539'OF A 7 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS
 GJ0539'13.8 FEET SOUTH OF A FENCE LINE, 1.3 FEET SOUTHWEST OF A METAL
 GJ0539'WITNESS POST WITH A SIGN ATTACHED, 27 FEET EAST OF A FENCE LINE AND
 GJ0539'30 FEET EAST-SOUTHEAST OF AN OAK TREE THAT IS 18 INCHES IN
 GJ0539'DIAMETER AND IN A FENCE CORNER.
 GJ0539'
 GJ0539'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KENNEDY NO 1 1951, SET
 GJ0539'IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 GJ0539'INCHES.  IT IS 12 FEET SOUTHEAST OF A FENCE CORNER AND 82.5 FEET
 GJ0539'EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 GJ0539'
 GJ0539'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KENNEDY NO 2 1951, SET
 GJ0539'IN THE TOP OF A 7 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 GJ0539'THE GROUND.  IT IS 0.5 FEET EAST OF A FENCE LINE AND 78.5 FEET
 GJ0539'SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 GJ0539'
 GJ0539'AZIMUTH MARK IS A STANDARD DISK, STAMPED KENNEDY 1951 RESET 1963,
 GJ0539'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 GJ0539'WITH THE GROUND.  IT IS 29.5 FEET SOUTH OF THE CENTERLINE OF A
 GJ0539'GRADED SAND ROAD, 4 FEET NORTHWEST OF A METAL WITNESS POST WITH A
 GJ0539'SIGN ATTACHED, 1.5 FEET NORTH OF A FENCE LINE AND 1 FOOT
 GJ0539'NORTHEAST OF A POWERLINE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0541 ***********************************************************************
 GJ0541  DESIGNATION -  KENNEDY RM A
 GJ0541  PID         -  GJ0541
 GJ0541  STATE/COUNTY-  OK/GARFIELD
 GJ0541  COUNTRY     -  US
 GJ0541  USGS QUAD   -  BARR (2018)
 GJ0541
 GJ0541                         *CURRENT SURVEY CONTROL
 GJ0541  ______________________________________________________________________
 GJ0541* NAD 83(1993) POSITION- 36 11 23.86616(N) 098 02 42.19033(W)   ADJUSTED
 GJ0541* NAVD 88 ORTHO HEIGHT -   386.2   (meters)     1267.    (feet) VERTCON3
 GJ0541  ______________________________________________________________________
 GJ0541  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 GJ0541  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 GJ0541  HORZ ORDER      -  FIRST
 GJ0541
 GJ0541.The horizontal coordinates were established by classical geodetic methods
 GJ0541.and adjusted by the National Geodetic Survey in November 1994.
 GJ0541
 GJ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0541
 GJ0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0541.GEOID18 height accuracy estimate available here.
 GJ0541
 GJ0541.Click photographs - Photos may exist for this station.
 GJ0541
 GJ0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0541
 GJ0541. The following values were computed from the NAD 83(1993) position.
 GJ0541
 GJ0541;                    North         East     Units Scale Factor Converg.
 GJ0541;SPC OK N     -   132,030.811   595,947.853   MT  0.99994549   -0 01 35.7
 GJ0541;SPC OK N     -   433,171.09  1,955,205.58   sFT  0.99994549   -0 01 35.7
 GJ0541;UTM  14      - 4,005,440.956   585,861.444   MT  0.99969083   +0 33 50.0
 GJ0541
 GJ0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0541!SPC OK N     -   0.99994371  x   0.99994549  =   0.99988920
 GJ0541!UTM  14      -   0.99994371  x   0.99969083  =   0.99963456
 GJ0541
 GJ0541:                Primary Azimuth Mark                     Grid Az
 GJ0541:SPC OK N     -  CORONADO                                 175 58 51.3
 GJ0541:UTM  14      -  CORONADO                                 175 23 25.6
 GJ0541
 GJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8586105440(NAD 83)
 GJ0541
 GJ0541|---------------------------------------------------------------------|
 GJ0541| PID    Reference Object                     Distance      Geod. Az  |
 GJ0541|                                                           dddmmss.s |
 GJ0541| GH0811 WAUKOMIS MUNICIPAL STANDPIPE        APPROX.15.8 KM 0511554.2 |
 GJ0541| GH0798 HENNESSEY W ELEC CORP MW MAST       APPROX.10.3 KM 1404403.3 |
 GJ0541| GJ0543 CORONADO                            APPROX.14.6 KM 1755715.6 |
 GJ0541| GJ0539 KENNEDY                              31.568 METERS 27840     |
 GJ0541|---------------------------------------------------------------------|
 GJ0541
 GJ0541                          SUPERSEDED SURVEY CONTROL
 GJ0541
 GJ0541  NAD 83(1986)-  36 11 23.87116(N)    098 02 42.17727(W) AD(       ) 1
 GJ0541  NAD 27      -  36 11 23.74224(N)    098 02 40.95505(W) AD(       ) 1
 GJ0541  NGVD 29 (07/19/86)  386.0    (m)         1266.     (f) VERT ANG       
 GJ0541
 GJ0541.Superseded values are not recommended for survey control.
 GJ0541
 GJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0541.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0541
 GJ0541_MARKER: DS = TRIANGULATION STATION DISK
 GJ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0541_STAMPING: KENNEDY RM A 1968
 GJ0541_MARK LOGO: CGS
 GJ0541_PROJECTION: FLUSH
 GJ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0541+STABILITY: SURFACE MOTION
 GJ0541
 GJ0541  HISTORY     - Date     Condition        Report By
 GJ0541  HISTORY     - 1968     MONUMENTED       CGS
 GJ0541
 GJ0541                          STATION DESCRIPTION
 GJ0541
 GJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0541'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 GJ0541'PROPERTY AS TRIANGULATION STATION KENNEDY 1951.
 GJ0541'
 GJ0541'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK.
 GJ0541'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE
 GJ0541'CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE
 GJ0541'GROUND.  THE DISK IS STAMPED KENNEDY RM A 1968.  THE MARK IS
 GJ0541'123 FEET SOUTHWEST OF A 30 INCH OAK TREE, 106 FEET
 GJ0541'NORTH-NORTHWEST OF A WELL, 79 FEET SOUTH-SOUTHEAST OF A 20 INCH
 GJ0541'OAK TREE, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF SHED AND
 GJ0541'9.372 METERS OR 30.75 FEET SOUTHWEST OF RM NO.1.
 GJ0541'
 GJ0541'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KENNEDY
 GJ0541'1951 DISTANCE BEING 33.568 METERS OR 103.57 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0985 ***********************************************************************
 EK0985  DESIGNATION -  KENT
 EK0985  PID         -  EK0985
 EK0985  STATE/COUNTY-  OK/CHOCTAW
 EK0985  COUNTRY     -  US
 EK0985  USGS QUAD   -  SOPER (2019)
 EK0985
 EK0985                         *CURRENT SURVEY CONTROL
 EK0985  ______________________________________________________________________
 EK0985* NAD 83(1993) POSITION- 34 07 00.35631(N) 095 37 30.95281(W)   ADJUSTED
 EK0985* NAVD 88 ORTHO HEIGHT -   190.94  (+/-2cm)      626.4   (feet) VERTCON3
 EK0985  ______________________________________________________________________
 EK0985  GEOID HEIGHT    -        -29.527 (meters)                     GEOID18
 EK0985  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC18
 EK0985  HORZ ORDER      -  FIRST
 EK0985  VERT ORDER      -  THIRD ? (See Below)
 EK0985
 EK0985.The horizontal coordinates were established by classical geodetic methods
 EK0985.and adjusted by the National Geodetic Survey in November 1994.
 EK0985
 EK0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0985
 EK0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0985.GEOID18 height accuracy estimate available here.
 EK0985
 EK0985.The vertical order pertains to the NGVD 29 superseded value.
 EK0985
 EK0985.Click photographs - Photos may exist for this station.
 EK0985
 EK0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0985
 EK0985. The following values were computed from the NAD 83(1993) position.
 EK0985
 EK0985;                    North         East     Units Scale Factor Converg.
 EK0985;SPC OK S     -    89,478.036   819,061.775   MT  0.99996901   +1 20 52.6
 EK0985;SPC OK S     -   293,562.52  2,687,205.17   sFT  0.99996901   +1 20 52.6
 EK0985;UTM  15      - 3,778,215.523   257,863.055   MT  1.00032279   -1 28 23.4
 EK0985
 EK0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0985!SPC OK S     -   0.99997466  x   0.99996901  =   0.99994367
 EK0985!UTM  15      -   0.99997466  x   1.00032279  =   1.00029744
 EK0985
 EK0985:                Primary Azimuth Mark                     Grid Az
 EK0985:SPC OK S     -  KENT AZ MK                               186 09 47.5
 EK0985:UTM  15      -  KENT AZ MK                               188 59 03.5
 EK0985
 EK0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5786378215(NAD 83)
 EK0985
 EK0985|---------------------------------------------------------------------|
 EK0985| PID    Reference Object                     Distance      Geod. Az  |
 EK0985|                                                           dddmmss.s |
 EK0985| CY1389 KENT RM 1                            20.339 METERS 07859     |
 EK0985| CY1388 KENT AZ MK                                         1873040.1 |
 EK0985| CY1390 KENT RM 2                            24.340 METERS 19322     |
 EK0985|---------------------------------------------------------------------|
 EK0985
 EK0985                          SUPERSEDED SURVEY CONTROL
 EK0985
 EK0985  NAD 83(1986)-  34 07 00.36277(N)    095 37 30.94315(W) AD(       ) 1
 EK0985  NAD 27      -  34 06 59.99700(N)    095 37 30.07500(W) AD(       ) 1
 EK0985  NGVD 29             190.86   (m)          626.2    (f) LEVELING    3  
 EK0985
 EK0985.Superseded values are not recommended for survey control.
 EK0985
 EK0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0985.See file dsdata.pdf to determine how the superseded data were derived.
 EK0985
 EK0985_MARKER: DS = TRIANGULATION STATION DISK
 EK0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0985_STAMPING: KENT 1951
 EK0985_MARK LOGO: CGS
 EK0985_PROJECTION: FLUSH
 EK0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0985+STABILITY: SURFACE MOTION
 EK0985
 EK0985  HISTORY     - Date     Condition        Report By
 EK0985  HISTORY     - 1951     MONUMENTED       CGS
 EK0985  HISTORY     - 1960     GOOD             FAMC
 EK0985  HISTORY     - 1969     GOOD             CGS
 EK0985
 EK0985                          STATION DESCRIPTION
 EK0985
 EK0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0985'THE STATION IS LOCATED ABOUT 7 MILES WEST AND 5-1/4 MILES
 EK0985'NORTH OF THE SMALL CITY OF HUGO, IN THE NORTH EDGE OF THE
 EK0985'KENT SCHOOL YARD.  IT IS 88 FEET EAST SOUTHEAST OF A FENCE
 EK0985'CORNER, 139 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0985'271, 79 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 EK0985'A CONCRETE WELL FLOOR, 60 FEET NORTHEAST OF THE NORTHEAST
 EK0985'CORNER OF A STORM CELLAR AND 15 FEET SOUTH OF A FENCELINE.
 EK0985'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 EK0985'KENT 1951.
 EK0985'
 EK0985'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A FENCELINE.  THE
 EK0985'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KENT
 EK0985'NO 1 1951.
 EK0985'
 EK0985'REFERENCE MARK NO. 2 IS 32 FEET SOUTHEAST OF THE SOUTHEAST
 EK0985'CORNER OF A STORM CELLAR AND 2 FEET SOUTHEAST OF THE
 EK0985'NORTHEAST CORNER OF A CONCRETE WELL FLOOR.  THE MARK PROJECTS
 EK0985'ABOUT 2 INCHES AND THE DISK IS STAMPED KENT NO 2 1951.
 EK0985'
 EK0985'AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 EK0985'271, 40 FEET NORTH OF A POWERLINE POLE, 4 FEET EAST OF A
 EK0985'RIGHT-OF-WAY FENCELINE AND 3 FEET EAST OF A WHITE WITNESS
 EK0985'POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 EK0985'IS STAMPED KENT 1951.
 EK0985'
 EK0985'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION
 EK0985'OF U.S. HIGHWAYS 70 AND 271 IN THE SMALL CITY OF HUGO, GO
 EK0985'WEST ON U.S. HIGHWAYS 70 AND 271 FOR 6.9 MILES TO WHERE U.S.
 EK0985'HIGHWAY 271 TURNS NORTH.  TURN NORTH AND FOLLOW U.S. HIGHWAY
 EK0985'271 FOR 4.8 MILES TO THE AZIMUTH MARK ON LEFT SIDE OF HIGHWAY
 EK0985'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR 0.25 MILE TO
 EK0985'SCHOOL HOUSE ON RIGHT AND STATION SITE AS DESCRIBED.
 EK0985'
 EK0985'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EK0985
 EK0985                          STATION RECOVERY (1960)
 EK0985
 EK0985'RECOVERY NOTE BY FALCON AIR MAPS COMPANY 1960 (MWT)
 EK0985'ALL MARKS WERE FOUND IN GOOD CONDITION.
 EK0985
 EK0985                          STATION RECOVERY (1969)
 EK0985
 EK0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EK0985'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 EK0985'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 EK0985'DESCRIPTION.  ADDITIONAL MEASUREMENTS WERE MADE AT THE AZIMUTH MARK
 EK0985'FOR FUTURE RECOVERY AND ROUTE PROCEEDING TO STATION IS AS
 EK0985'FOLLOWS.
 EK0985'
 EK0985'AZIMUTH MARK A STANDARD DISK, STAMPED KENT 1951, IS SET IN A 10
 EK0985'INCHES X 10 INCHES CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 EK0985'GROUND.  IT IS 284 FEET SOUTH OF A CROSSROAD INTERSECTION, AND 3
 EK0985'FEET EAST OF A METAL WITNESS POST.
 EK0985'
 EK0985'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAYS 70 AND 271
 EK0985'IN HUGO, GO WEST ON THE HIGHWAYS 7.0 MILES TO WHERE THE HIGHWAYS
 EK0985'SEPARATE.  TURN RIGHT, ON U.S. HIGHWAY 271, GO 5.1 MILES TO AZIMUTH
 EK0985'MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY 0.25 MILE TO SCHOOL
 EK0985'HOUSE AND STATION ON THE RIGHT.
 EK0985'
 EK0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTHWEST
 EK0985'OF HUGO, AT THE VILLAGE OF KENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1027 ***********************************************************************
 FH1027  DESIGNATION -  KEOTA
 FH1027  PID         -  FH1027
 FH1027  STATE/COUNTY-  OK/HASKELL
 FH1027  COUNTRY     -  US
 FH1027  USGS QUAD   -  MCCURTAIN (2018)
 FH1027
 FH1027                         *CURRENT SURVEY CONTROL
 FH1027  ______________________________________________________________________
 FH1027* NAD 83(1993) POSITION- 35 13 54.26786(N) 094 54 07.05140(W)   ADJUSTED
 FH1027* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 FH1027  ______________________________________________________________________
 FH1027  GEOID HEIGHT    -        -30.818 (meters)                     GEOID18
 FH1027  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 FH1027  HORZ ORDER      -  SECOND
 FH1027
 FH1027.The horizontal coordinates were established by classical geodetic methods
 FH1027.and adjusted by the National Geodetic Survey in November 1994.
 FH1027
 FH1027.The orthometric height was scaled from a topographic map.
 FH1027
 FH1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1027.GEOID18 height accuracy estimate available here.
 FH1027
 FH1027.Click photographs - Photos may exist for this station.
 FH1027
 FH1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1027
 FH1027. The following values were computed from the NAD 83(1993) position.
 FH1027
 FH1027;                    North         East     Units Scale Factor Converg.
 FH1027;SPC OK S     -   214,912.066   881,970.489   MT  0.99999969   +1 45 30.6
 FH1027;SPC OK S     -   705,090.67  2,893,598.18   sFT  0.99999969   +1 45 30.6
 FH1027;UTM  15      - 3,900,400.325   326,923.136   MT  0.99996918   -1 05 50.9
 FH1027
 FH1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1027!SPC OK S     -   0.99997563  x   0.99999969  =   0.99997532
 FH1027!UTM  15      -   0.99997563  x   0.99996918  =   0.99994481
 FH1027
 FH1027:                Primary Azimuth Mark                     Grid Az
 FH1027:SPC OK S     -  SLABROCK                                 241 12 26.4
 FH1027:UTM  15      -  SLABROCK                                 244 03 47.9
 FH1027
 FH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2692300400(NAD 83)
 FH1027
 FH1027|---------------------------------------------------------------------|
 FH1027| PID    Reference Object                     Distance      Geod. Az  |
 FH1027|                                                           dddmmss.s |
 FH1027| CI1803 KEOTA RM 1                           20.904 METERS 17107     |
 FH1027| FH1026 SLABROCK                            APPROX. 7.7 KM 2425757.0 |
 FH1027| CI1804 KEOTA RM 2                           64.614 METERS 27019     |
 FH1027| CI1802 KEOTA AZ MK                                        2752053.6 |
 FH1027|---------------------------------------------------------------------|
 FH1027
 FH1027                          SUPERSEDED SURVEY CONTROL
 FH1027
 FH1027  NAD 83(1986)-  35 13 54.27556(N)    094 54 07.04362(W) AD(       ) 2
 FH1027  NAD 27      -  35 13 53.92700(N)    094 54 06.21800(W) AD(       ) 2
 FH1027
 FH1027.Superseded values are not recommended for survey control.
 FH1027
 FH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1027.See file dsdata.pdf to determine how the superseded data were derived.
 FH1027
 FH1027_MARKER: DS = TRIANGULATION STATION DISK
 FH1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1027_STAMPING: KEOTA 1940
 FH1027_MARK LOGO: CGS
 FH1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1027+STABILITY: SURFACE MOTION
 FH1027
 FH1027  HISTORY     - Date     Condition        Report By
 FH1027  HISTORY     - 1940     MONUMENTED       CGS
 FH1027  HISTORY     - 1959     GOOD             CGS
 FH1027
 FH1027                          STATION DESCRIPTION
 FH1027
 FH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1027'STATION IS LOCATED ABOUT 1.5 MILES S AND 1 MILE E OF KEOTA,
 FH1027'ON A LOW RIDGE, AT THE HIGHEST POINT OF A PASTURE.
 FH1027'
 FH1027'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1027'BRONZE DISKS SET IN CONCRETE.
 FH1027'
 FH1027'STATION MARK IS STAMPED KEOTA 1940 AND PROJECTS 4 INCHES.
 FH1027'IT IS 80 FEET N OF THE CENTER OF A DIRT ROAD AND 5.6 FEET
 FH1027'W OF A WHITE REFERENCE POST.
 FH1027'
 FH1027'REFERENCE MARK NO.1 IS STAMPED KEOTA NO.1 1940 AND PROJECTS
 FH1027'6 INCHES.  IT IS 13 FEET N OF THE CENTER OF A DIRT ROAD,
 FH1027'1 FOOT N OF A FENCE AND ON SAME LEVEL AS THE STATION.  REFERENCE
 FH1027'MARK NO.2 IS STAMPED KEOTA NO.2 1940 AND PROJECTS 4 INCHES.
 FH1027'IT IS 15 FEET E OF THE CENTER OF A DIRT ROAD, 1 FOOT E OF
 FH1027'A FENCE AND ON SAME LEVEL AS THE STATION.
 FH1027'
 FH1027'AZIMUTH MARK IS STAMPED KEOTA 1940 AND PROJECTS 4 INCHES.
 FH1027'IT IS 24 FEET E OF THE CENTER OF A GRAVEL ROAD, 6 FEET NE
 FH1027'OF A FENCE CORNER, 4 FEET N OF A WHITE REFERENCE POST, 4
 FH1027'FEET E OF A FENCE AND 5 FEET N OF A FENCE.
 FH1027'
 FH1027'TO REACH STATION FROM THE FRIX MERCANTILE STORE IN KEOTA,
 FH1027'GO SW ONE BLOCK TO A ROAD LEFT (S), TURN LEFT AND GO 0.15
 FH1027'MILE TO A COTTON GIN ON THE RIGHT, CONTINUE S ACROSS RAILROAD
 FH1027'1.4 MILES TO THE AZIMUTH MARK ON THE LEFT (E) SIDE OF THE
 FH1027'ROAD, CONTINUE S 0.1 MILE TO A CROSS ROAD, TURN LEFT (E)
 FH1027'AND GO 1 MILE TO A CROSS ROAD, CONTINUE E 0.05 MILE TO STATION
 FH1027'ON LEFT, N SIDE OF ROAD IN PASTURE.
 FH1027
 FH1027                          STATION RECOVERY (1959)
 FH1027
 FH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1027'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 FH1027'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ALL INDICATIONS
 FH1027'WERE THAT IT HAD BEEN DESTROYED.  A SET OF FARM BUILDINGS
 FH1027'HAS BEEN BUILT NEAR THE STATION AND THE STATION MARK IS
 FH1027'IN A BARN LOT TO EAST OF FARMHOUSE AND IS 14 PACES NORTHEAST
 FH1027'OF THE NORTHEAST CORNER OF A CONCRETE BLOCK MILK BARN.
 FH1027'
 FH1027'R.M. NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND JUST NORTH
 FH1027'OF AN EAST-WEST ROAD.  R.M. NO. 2 IS SOUTHWEST OF THE HOUSE
 FH1027'AND JUST NORTH OF THE WEST DRIVEWAY LEADING TO THE HOUSE.
 FH1027'
 FH1027'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM KEOTA
 FH1027'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1014 ***********************************************************************
 EM1014  DESIGNATION -  KERBO
 EM1014  PID         -  EM1014
 EM1014  STATE/COUNTY-  OK/GREER
 EM1014  COUNTRY     -  US
 EM1014  USGS QUAD   -  RUSSELL (2018)
 EM1014
 EM1014                         *CURRENT SURVEY CONTROL
 EM1014  ______________________________________________________________________
 EM1014* NAD 83(1993) POSITION- 34 49 30.57372(N) 099 42 52.02538(W)   ADJUSTED
 EM1014* NAVD 88 ORTHO HEIGHT -   548.3   (meters)     1799.    (feet) VERTCON3
 EM1014  ______________________________________________________________________
 EM1014  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 EM1014  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 EM1014  HORZ ORDER      -  FIRST
 EM1014
 EM1014.The horizontal coordinates were established by classical geodetic methods
 EM1014.and adjusted by the National Geodetic Survey in November 1994.
 EM1014
 EM1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1014
 EM1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1014.GEOID18 height accuracy estimate available here.
 EM1014
 EM1014.Click photographs - Photos may exist for this station.
 EM1014
 EM1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1014
 EM1014. The following values were computed from the NAD 83(1993) position.
 EM1014
 EM1014;                    North         East     Units Scale Factor Converg.
 EM1014;SPC OK S     -   166,811.329   443,174.887   MT  0.99994475   -0 58 23.3
 EM1014;SPC OK S     -   547,280.17  1,453,982.94   sFT  0.99994475   -0 58 23.3
 EM1014;UTM  14      - 3,853,886.812   434,666.154   MT  0.99965261   -0 24 28.9
 EM1014
 EM1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1014!SPC OK S     -   0.99991823  x   0.99994475  =   0.99986298
 EM1014!UTM  14      -   0.99991823  x   0.99965261  =   0.99957087
 EM1014
 EM1014:                Primary Azimuth Mark                     Grid Az
 EM1014:SPC OK S     -  KERBO AZ MK                              082 36 06.4
 EM1014:UTM  14      -  KERBO AZ MK                              082 02 12.0
 EM1014
 EM1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3466653886(NAD 83)
 EM1014
 EM1014|---------------------------------------------------------------------|
 EM1014| PID    Reference Object                     Distance      Geod. Az  |
 EM1014|                                                           dddmmss.s |
 EM1014| CX8445 KERBO AZ MK                                        0813743.1 |
 EM1014| CX8447 KERBO RM 2                           25.320 METERS 26921     |
 EM1014| CX8446 KERBO RM 1                           25.210 METERS 35749     |
 EM1014|---------------------------------------------------------------------|
 EM1014
 EM1014                          SUPERSEDED SURVEY CONTROL
 EM1014
 EM1014  NAD 83(1986)-  34 49 30.57913(N)    099 42 52.01859(W) AD(       ) 1
 EM1014  NAD 27      -  34 49 30.36400(N)    099 42 50.67100(W) AD(       ) 1
 EM1014  NGVD 29 (07/19/86)  548.1    (m)         1798.     (f) VERT ANG       
 EM1014
 EM1014.Superseded values are not recommended for survey control.
 EM1014
 EM1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1014.See file dsdata.pdf to determine how the superseded data were derived.
 EM1014
 EM1014_MARKER: DS = TRIANGULATION STATION DISK
 EM1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1014_STAMPING: KERBO 1948 1961
 EM1014_MARK LOGO: CGS
 EM1014_PROJECTION: FLUSH
 EM1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1014+STABILITY: SURFACE MOTION
 EM1014
 EM1014  HISTORY     - Date     Condition        Report By
 EM1014  HISTORY     - 1948     MONUMENTED       CGS
 EM1014  HISTORY     - 1961     GOOD             CGS
 EM1014  HISTORY     - 1963     GOOD             CGS
 EM1014
 EM1014                          STATION DESCRIPTION
 EM1014
 EM1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1014'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH AND 2.5 MILES
 EM1014'WEST OF THE VILLAGE OF RUSSELL, ON LAND OWNED BY C.R. KERBO
 EM1014'AND OCCUPIED BY HIS SON.  IT IS ABOUT 120 FEET NORTH OF THE
 EM1014'NORTHWEST CORNER OF THE KERBO FARM HOUSE, 14 FEET WEST OF THE
 EM1014'CENTER OF THE DRIVEWAY, 3.5 FEET EAST OF WITNESS POST AND 2.5
 EM1014'FEET EAST-SOUTHEAST OF FENCE CORNER.  IT IS STAMPED KERBO
 EM1014'1948 AND SET FLUSH WITH THE GROUND SURFACE.
 EM1014'
 EM1014'REFERENCE MARK NO 1 IS NORTH-NORTHWEST OF THE STATION, 14 FEET
 EM1014'WEST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT EAST OF FENCE
 EM1014'LINE.  IT IS STAMPED KERBO NO 1 1948 AND PROJECTS 6 INCHES.
 EM1014'
 EM1014'REFERENCE MARK NO 2 IS WEST OF THE STATION, 100 FEET WEST OF
 EM1014'THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF FENCE LINE.
 EM1014'IT IS STAMPED KERBO NO 2 1948 AND PROJECTS 3 INCHES.
 EM1014'
 EM1014'THE AZIMUTH MARK IS ABOUT 0.55 MILE EAST-NORTHEAST OF THE
 EM1014'STATION, 0.05 MILE WEST OF CROSSROADS, 25 FEET NORTH OF THE
 EM1014'CENTER OF EAST-WEST ROAD, 2 FEET SOUTH OF FENCE LINE AND
 EM1014'AND 1 FOOT WEST OF WITNESS POST.  IT IS STAMPED KERBO 1948 AND
 EM1014'PROJECTS 4 INCHES.
 EM1014'
 EM1014'TO REACH THE STATION FROM THE POST OFFICE IN RUSSELL, GO WEST
 EM1014'ON GRADED ROAD FOR 2.0 MILES TO CROSSROADS AND SCHOOL HOUSE
 EM1014'IN SOUTHWEST ANGLE, TURN RIGHT AND GO NORTH FOR 4.0 MILES TO
 EM1014'CROSSROADS AND SMALL STORE IN NORTHEAST ANGLE, TURN LEFT
 EM1014'AND GO WEST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE NORTH
 EM1014'SIDE AS DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR 0.55 MILE
 EM1014'TO DRIVEWAY LEFT LEADING TO FARM HOUSE, TURN LEFT INTO DRIVEWAY
 EM1014'AND GO SOUTH FOR 0.1 MILE TO THE MARK ON THE WEST SIDE AS
 EM1014'DESCRIBED.
 EM1014'
 EM1014'A 4 FOOT SIGNAL AT STATION GOULD 1923 IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'A 4 FOOT SIGNAL AT STATION DAY 1923 IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'A 4 FOOT SIGNAL AT STATION VINSON 1921 IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'A 74 FOOT SIGNAL AT STATION REED IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'A 4 FOOT SIGNAL AT STATION BM N-96 IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'A 100 FOOT SIGNAL AT STATION MANGUM IS VISIBLE AT 10 FEET
 EM1014'
 EM1014'A 4 FOOT SIGNAL AT STATION LADESSA IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'AN 87 FOOT SIGNAL AT STATION QUARRY IS VISIBLE FROM THE GROUND
 EM1014'
 EM1014'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 EM1014
 EM1014                          STATION RECOVERY (1961)
 EM1014
 EM1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1014'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EM1014'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 EM1014'DUE TO ROAD GRADING AND EROSION IT WAS NECESSARY FOR THIS
 EM1014'UNIT TO LOWER THE STATION MARK.  A DIFFERENCE IN THE HORIZONTAL
 EM1014'ANGLE TO THE REFERENCE MARKS WAS FOUND.  WITNESS POSTS WERE
 EM1014'ESTABLISHED AT THE STATION AND AT THE AZIMUTH MARK.  A NEW
 EM1014'AND COMPLETE DESCRIPTION FOLLOWS.
 EM1014'
 EM1014'THE STATION IS ABOUT 4 MILES NORTH AND 2-1/2 MILES WEST OF
 EM1014'RUSSELL AND 5 MILES SOUTH AND 1 MILE WEST OF REED ON PROPERTY
 EM1014'OWNED BY MR. C.R. KERBO.
 EM1014'
 EM1014'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN RUSSELL
 EM1014'GO NORTH ON THE GRADED ROAD FOR 2.95 MILES TO A CROSS ROAD,
 EM1014'TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 2.0 MILES TO A
 EM1014'CROSSROAD, TURN RIGHT AND GO NORTH ON THE GRADED ROAD FOR 1.0
 EM1014'MILE TO A CROSSROAD, TURN LEFT AND GO WEST FOR 0.05 MILE TO THE
 EM1014'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE GRADED ROAD FOR
 EM1014'0.5 MILE TO A DRIVE WAY ON THE LEFT, TURN LEFT AND GO SOUTH
 EM1014'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 EM1014'
 EM1014'THE STATION MARK, STAMPED KERBO 1948 1961, IS A STANDARD
 EM1014'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EM1014'THAT PROJECTS 1 INCH.  IT IS 120 FEET NORTH OF THE NORTHWEST
 EM1014'CORNER OF THE HOUSE, 14 FEET WEST OF THE CENTER OF THE DRIVE WAY,
 EM1014'4.2 FEET SOUTHEAST OF THE WITNESS POST, 4 FEET NORTHEAST OF
 EM1014'A POWER POLE AND 2-1/2 FEET SOUTHEAST OF A FENCE CORNER.
 EM1014'
 EM1014'REFERENCE MARK NO. 1, STAMPED KERBO NO 1 1948, IS A STANDARD
 EM1014'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EM1014'PROJECTS 6 INCHES.  IT IS 78 FEET NORTH OF THE WITNESS POST,
 EM1014'14 FEET WEST OF THE CENTER OF THE DRIVE WAY AND 1 FOOT EAST OF A
 EM1014'NORTH-SOUTH FENCE LINE.
 EM1014'
 EM1014'REFERENCE MARK NO. 2, STAMPED KERBO NO 2 1948, IS A STANDARD
 EM1014'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 EM1014'PROJECTS 1 INCH.  IT IS 80 FEET WEST OF THE WITNESS POST
 EM1014'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 EM1014'
 EM1014'THE AZIMUTH MARK, STAMPED KERBO 1948, IS A STANDARD DISK SET
 EM1014'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM1014'4 INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF THE ROAD
 EM1014'AND 2 FEET SOUTH OF THE WITNESS POST.
 EM1014
 EM1014                          STATION RECOVERY (1963)
 EM1014
 EM1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1014'STATION RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION AND
 EM1014'ALL MARKS FOUND IN GOOD CONDITION.  IT IS IN THE NW 1/4 OF SEC.
 EM1014'15, T. 4 N., R. 24 W.  STATION MARK IS STAMPED KERBO 1948 AND
 EM1014'NOT KERBO 1948 1961 AS STATED IN THE 1961 DESCRIPTION, IT IS
 EM1014'5 INCHES BELOW SURFACE OF GROUND.
 EM1014'
 EM1014'THE DESCRIPTION TO REACH WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1081 ***********************************************************************
 EM1081  DESIGNATION -  KERR
 EM1081  PID         -  EM1081
 EM1081  STATE/COUNTY-  OK/COMANCHE
 EM1081  COUNTRY     -  US
 EM1081  USGS QUAD   -  MOUNT SCOTT (2018)
 EM1081
 EM1081                         *CURRENT SURVEY CONTROL
 EM1081  ______________________________________________________________________
 EM1081* NAD 83(2011) POSITION- 34 39 06.36872(N) 098 31 26.12338(W)   ADJUSTED
 EM1081* NAD 83(2011) ELLIP HT-   390.726 (meters)        (06/27/12)   ADJUSTED
 EM1081* NAD 83(2011) EPOCH   -  2010.00
 EM1081* NAVD 88 ORTHO HEIGHT -   416.4   (meters)     1366.    (feet) VERTCON3
 EM1081  ______________________________________________________________________
 EM1081  GEOID HEIGHT    -        -25.635 (meters)                     GEOID18
 EM1081  NAD 83(2011) X  -   -778,583.881 (meters)                     COMP
 EM1081  NAD 83(2011) Y  - -5,194,788.044 (meters)                     COMP
 EM1081  NAD 83(2011) Z  -  3,606,376.589 (meters)                     COMP
 EM1081  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 EM1081
 EM1081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1081  Standards:
 EM1081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1081  -------------------------------------------------------------------
 EM1081  NETWORK    4.58   6.08           1.95   1.72   3.10     -0.32715356
 EM1081  -------------------------------------------------------------------
 EM1081  Click here for local accuracies and other accuracy information.
 EM1081
 EM1081.The horizontal coordinates were established by GPS observations
 EM1081.and adjusted by the National Geodetic Survey in June 2012.
 EM1081
 EM1081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1081.been affixed to the stable North American tectonic plate. See 
 EM1081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1081
 EM1081.The horizontal coordinates are valid at the epoch date displayed above
 EM1081.which is a decimal equivalence of Year/Month/Day.
 EM1081
 EM1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1081
 EM1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1081.GEOID18 height accuracy estimate available here.
 EM1081
 EM1081.Click photographs - Photos may exist for this station.
 EM1081
 EM1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1081
 EM1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1081
 EM1081.The ellipsoidal height was determined by GPS observations
 EM1081.and is referenced to NAD 83.
 EM1081
 EM1081. The following values were computed from the NAD 83(2011) position.
 EM1081
 EM1081;                    North         East     Units Scale Factor Converg.
 EM1081;SPC OK S     -   146,370.089   551,973.534   MT  0.99993663   -0 17 50.6
 EM1081;SPC OK S     -   480,215.87  1,810,933.17   sFT  0.99993663   -0 17 50.6
 EM1081;UTM  14      - 3,834,529.745   543,626.220   MT  0.99962346   +0 16 14.5
 EM1081
 EM1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1081!SPC OK S     -   0.99993867  x   0.99993663  =   0.99987530
 EM1081!UTM  14      -   0.99993867  x   0.99962346  =   0.99956215
 EM1081
 EM1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4362634529(NAD 83)
 EM1081
 EM1081                          SUPERSEDED SURVEY CONTROL
 EM1081
 EM1081  NAD 83(2007)-  34 39 06.36854(N)    098 31 26.12387(W) AD(2002.00) 0
 EM1081  ELLIP H (02/10/07)  390.750  (m)                       GP(2002.00)    
 EM1081  ELLIP H (06/19/02)  390.766  (m)                       GP(       ) 5 1
 EM1081  NAD 83(1993)-  34 39 06.37021(N)    098 31 26.12451(W) AD(       ) 1
 EM1081  ELLIP H (11/28/94)  390.799  (m)                       GP(       ) 5 1
 EM1081  NAD 83(1986)-  34 39 06.37602(N)    098 31 26.10878(W) AD(       ) 1
 EM1081  NGVD 29 (12/08/88)  416.3    (m)  RAPSU86  model used  GPS OBS        
 EM1081
 EM1081.Superseded values are not recommended for survey control.
 EM1081
 EM1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1081.See file dsdata.pdf to determine how the superseded data were derived.
 EM1081
 EM1081_MARKER: M = AMMO SHELL CASING
 EM1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1081_STAMPING: KERR 1988
 EM1081_MARK LOGO: NGS
 EM1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1081+STABILITY: SURFACE MOTION
 EM1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1081+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM1081
 EM1081  HISTORY     - Date     Condition        Report By
 EM1081  HISTORY     - 1988     MONUMENTED       NGS
 EM1081
 EM1081                          STATION DESCRIPTION
 EM1081
 EM1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM1081'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 EM1081'NORTHWEST OF LAWTON AND 1.4 KM (0.9 MI) NORTH OF THE SOUTHERN
 EM1081'BOUNDARY OF POST.
 EM1081'IT IS ON HILL KNOWN AS KERR HILL.
 EM1081'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH,
 EM1081'NOAA LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM1081'73503-5600, PHONE 405-351-4300.
 EM1081'
 EM1081'TO REACH THE STATION FROM THE INTERSECTION OF MCKENZIE HILL ROAD
 EM1081'52ND STREET, WHICH IS 0.4 KM (0.25 MI) SOUTH OF MOWAY HOUSE, GO
 EM1081'WESTERLY ON MCKENZIE HILL ROAD FOR 6.5 KM (4.05 MI) TO A DIRT TRAIL
 EM1081'LEFT.  TURN LEFT ONTO DIRT TRAIL AND GO SOUTHWEST FOR 0.3 KM (0.2
 EM1081'MI) TO TOP OF HILL AND STATION.
 EM1081'
 EM1081'THE STATION IS STAMPED---KERR
 EM1081'1978---.
 EM1081'THE POINT IS IN THE TOP OF A 105 MM SHELL CASING THAT IS SURROUNDED
 EM1081'BY CONCRETE.  LOCATED 32.6
 EM1081'METERS (106.9 FT) WEST FROM RM 2, 24.4 METERS (79.9 FT) SOUTHWEST
 EM1081'FROM RM 3 AND 18.0 METERS (58.9 FT) SOUTH FROM RM 1.
 EM1081'
 EM1081'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM1081'
 EM1081'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1081'
 EM1081'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0802 ***********************************************************************
 EM0802  DESIGNATION -  KETCH
 EM0802  PID         -  EM0802
 EM0802  STATE/COUNTY-  OK/COMANCHE
 EM0802  COUNTRY     -  US
 EM0802  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0802
 EM0802                         *CURRENT SURVEY CONTROL
 EM0802  ______________________________________________________________________
 EM0802* NAD 83(1993) POSITION- 34 43 22.39213(N) 098 35 04.02428(W)   ADJUSTED
 EM0802* NAVD 88 ORTHO HEIGHT -   558.    (meters)     1831.    (feet) SCALED
 EM0802  ______________________________________________________________________
 EM0802  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 EM0802  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 EM0802  HORZ ORDER      -  THIRD
 EM0802
 EM0802.The horizontal coordinates were established by classical geodetic methods
 EM0802.and adjusted by the National Geodetic Survey in November 1994.
 EM0802
 EM0802.The orthometric height was scaled from a topographic map.
 EM0802
 EM0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0802.GEOID18 height accuracy estimate available here.
 EM0802
 EM0802.Click photographs - Photos may exist for this station.
 EM0802
 EM0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0802
 EM0802. The following values were computed from the NAD 83(1993) position.
 EM0802
 EM0802;                    North         East     Units Scale Factor Converg.
 EM0802;SPC OK S     -   154,289.349   546,470.846   MT  0.99993886   -0 19 54.3
 EM0802;SPC OK S     -   506,197.64  1,792,879.77   sFT  0.99993886   -0 19 54.3
 EM0802;UTM  14      - 3,842,391.546   538,047.029   MT  0.99961784   +0 14 12.1
 EM0802
 EM0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0802!SPC OK S     -   0.99991640  x   0.99993886  =   0.99985526
 EM0802!UTM  14      -   0.99991640  x   0.99961784  =   0.99953427
 EM0802
 EM0802:                Primary Azimuth Mark                     Grid Az
 EM0802:SPC OK S     -  FORT SILL CROSS MT TARGET                187 16 04.8
 EM0802:UTM  14      -  FORT SILL CROSS MT TARGET                186 41 58.4
 EM0802
 EM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3804742391(NAD 83)
 EM0802
 EM0802|---------------------------------------------------------------------|
 EM0802| PID    Reference Object                     Distance      Geod. Az  |
 EM0802|                                                           dddmmss.s |
 EM0802| EM0805 FORT SILL CROSS MT TARGET           APPROX. 3.2 KM 1865610.5 |
 EM0802| EM0803 FORT SILL MC KINLEY MT TARGET       APPROX. 4.0 KM 2190500.9 |
 EM0802|---------------------------------------------------------------------|
 EM0802
 EM0802                          SUPERSEDED SURVEY CONTROL
 EM0802
 EM0802  NAD 83(1986)-  34 43 22.39755(N)    098 35 04.00922(W) AD(       ) 3
 EM0802  NAD 27      -  34 43 22.15200(N)    098 35 02.79000(W) AD(       ) 3
 EM0802
 EM0802.Superseded values are not recommended for survey control.
 EM0802
 EM0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0802.See file dsdata.pdf to determine how the superseded data were derived.
 EM0802
 EM0802_MARKER: Z = SEE DESCRIPTION
 EM0802_SETTING: 66 = SET IN ROCK OUTCROP
 EM0802_MARK LOGO: USA
 EM0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0802+STABILITY: POSITION/ELEVATION WELL
 EM0802
 EM0802  HISTORY     - Date     Condition        Report By
 EM0802  HISTORY     - 1945     MONUMENTED       USA
 EM0802  HISTORY     - 20000223 GOOD             LOCSUR
 EM0802
 EM0802                          STATION DESCRIPTION
 EM0802
 EM0802'DESCRIBED BY US ARMY 1945
 EM0802'SUMMIT OF KETCH KNOLL ABOUT ONE MILE S OF MEERS WYE.  MARKED
 EM0802'BY 3/4-INCH WASHER CEMENTED IN ROCK 50 FEET S X W OF HIGHEST
 EM0802'PART OF HILL, 8.6 FEET W, 9.3 FEET NW, AND 19.1 FEET NE OF
 EM0802'CROSSES CHISELED IN ROCK.  WOOD QUAD SIGNAL.
 EM0802
 EM0802                          STATION RECOVERY (2000)
 EM0802
 EM0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0802'RECOVERED IN GOOD CONDITION.  NOTE--WOOD TARGET REPLACED WITH METAL
 EM0802'TARGET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0714 ***********************************************************************
 GK0714  DESIGNATION -  KEYLON
 GK0714  PID         -  GK0714
 GK0714  STATE/COUNTY-  OK/TEXAS
 GK0714  COUNTRY     -  US
 GK0714  USGS QUAD   -  TEXHOMA NW (2018)
 GK0714
 GK0714                         *CURRENT SURVEY CONTROL
 GK0714  ______________________________________________________________________
 GK0714* NAD 83(1997) POSITION- 36 41 57.76019(N) 101 52 40.77407(W)   ADJUSTED
 GK0714* NAVD 88 ORTHO HEIGHT -  1085.297 (meters)     3560.68  (feet) ADJUSTED
 GK0714  ______________________________________________________________________
 GK0714  GEOID HEIGHT    -        -25.417 (meters)                     GEOID18
 GK0714  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC18
 GK0714  DYNAMIC HEIGHT  -       1084.154 (meters)     3556.93  (feet) COMP
 GK0714  MODELED GRAVITY -    979,540.7   (mgal)                       NAVD 88
 GK0714
 GK0714  HORZ ORDER      -  FIRST
 GK0714  VERT ORDER      -  SECOND    CLASS 0
 GK0714
 GK0714.The horizontal coordinates were established by classical geodetic methods
 GK0714.and adjusted by the National Geodetic Survey in October 1998.
 GK0714
 GK0714.The orthometric height was determined by differential leveling and
 GK0714.adjusted by the NATIONAL GEODETIC SURVEY
 GK0714.in June 1991.
 GK0714
 GK0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0714.GEOID18 height accuracy estimate available here.
 GK0714
 GK0714.Click photographs - Photos may exist for this station.
 GK0714
 GK0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0714
 GK0714.The dynamic height is computed by dividing the NAVD 88
 GK0714.geopotential number by the normal gravity value computed on the
 GK0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0714.degrees latitude (g = 980.6199 gals.).
 GK0714
 GK0714.The modeled gravity was interpolated from observed gravity values.
 GK0714
 GK0714. The following values were computed from the NAD 83(1997) position.
 GK0714
 GK0714;                    North         East     Units Scale Factor Converg.
 GK0714;SPC OK N     -   195,476.024   253,555.354   MT  0.99998841   -2 17 18.9
 GK0714;SPC OK N     -   641,324.26    831,872.86   sFT  0.99998841   -2 17 18.9
 GK0714;UTM  14      - 4,065,385.100   242,891.777   MT  1.00041448   -1 43 15.2
 GK0714
 GK0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0714!SPC OK N     -   0.99983369  x   0.99998841  =   0.99982210
 GK0714!UTM  14      -   0.99983369  x   1.00041448  =   1.00024810
 GK0714
 GK0714:                Primary Azimuth Mark                     Grid Az
 GK0714:SPC OK N     -  KEYLON AZ MK                             257 19 52.2
 GK0714:UTM  14      -  KEYLON AZ MK                             256 45 48.5
 GK0714
 GK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4289165385(NAD 83)
 GK0714
 GK0714|---------------------------------------------------------------------|
 GK0714| PID    Reference Object                     Distance      Geod. Az  |
 GK0714|                                                           dddmmss.s |
 GK0714| GK0715 KEYLON RM 1                          54.632 METERS 08050     |
 GK0714| GK0922 TEXHOMA RIFFE BROS INC E ELEV       APPROX.23.5 KM 1601801.2 |
 GK0714| GK0713 KEYLON AZ MK                                       2550233.3 |
 GK0714| GK0716 KEYLON RM 2                          76.569 METERS 33914     |
 GK0714|---------------------------------------------------------------------|
 GK0714
 GK0714                          SUPERSEDED SURVEY CONTROL
 GK0714
 GK0714  NAD 83(1993)-  36 41 57.76004(N)    101 52 40.77412(W) AD(       ) 1
 GK0714  NAD 83(1986)-  36 41 57.77294(N)    101 52 40.76064(W) AD(       ) 1
 GK0714  NAD 27      -  36 41 57.69113(N)    101 52 39.16747(W) AD(       ) 1
 GK0714  NGVD 29 (??/??/92) 1084.819  (m)         3559.11   (f) ADJ UNCH    2 0
 GK0714  NGVD 29            1084.82   (m)         3559.1    (f) LEVELING    3  
 GK0714
 GK0714.Superseded values are not recommended for survey control.
 GK0714
 GK0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0714.See file dsdata.pdf to determine how the superseded data were derived.
 GK0714
 GK0714_MARKER: DS = TRIANGULATION STATION DISK
 GK0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0714_STAMPING: KEYLON 1934
 GK0714_MARK LOGO: CGS
 GK0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0714+STABILITY: SURFACE MOTION
 GK0714
 GK0714  HISTORY     - Date     Condition        Report By
 GK0714  HISTORY     - 1934     MONUMENTED       CGS
 GK0714  HISTORY     - 1935     GOOD             CGS
 GK0714
 GK0714                          STATION DESCRIPTION
 GK0714
 GK0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0714'THIS STATION IS ABOUT 22 MILES SSE OF ELKHART, ON HIGHEST
 GK0714'GROUND IN PASTURE LAND OWNED BY MR. HORACE KEYLON, WHO GAVE
 GK0714'PERMISSION TO ESTABLISH THE STATION, 0.1 MILE E OF A N-S FENCE,
 GK0714'0.2 MILE NNE OF A WIRE GATE, 0.2 MILE W OF FARM BUILDINGS OF
 GK0714'MR. KEYLON, AND 1/2 MILE ENE OF THE JAMES SCHOOL IN SEC. 28,
 GK0714'T 3 N, R 11 E.
 GK0714'
 GK0714'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0714'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0714'
 GK0714'REFERENCE MARK NO. 1 IS E OF THE STATION.
 GK0714'
 GK0714'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 0.1 MILE E OF
 GK0714'A N-S FENCE.
 GK0714'
 GK0714'THE AZIMUTH MARK IS WSW OF THE STATION, 50 FEET W OF CENTER
 GK0714'LINE OF ROAD, 11.8 FEET WSW OF SE FENCE CORNER, 5 FEET S OF
 GK0714'THE HALF SECTION LINE FENCE.
 GK0714'
 GK0714'ALL MARKS PROJECT 8 INCHES.
 GK0714'
 GK0714'THE STATION IS REACHED FROM EVA, OKLAHOMA, WHICH IS 13.5
 GK0714'MILES S OF ELKHART, KANSAS, BY GOING S ON MAIN ROAD 2.5 MILES,
 GK0714'THEN E ON U.S. HIGHWAY 64 1.0 MILE, THEN S ON GRADED ROAD
 GK0714'AT TEXHOMA SIGN FOR 4.5 MILES TO THE JAMES SCHOOL (A WHITE
 GK0714'BUILDING ON W SIDE OF ROAD).  LEAVE GRADED ROAD AND GO E ON
 GK0714'TRACK ROAD FOR 0.5 MILE, PASS THORUGH A WIRE GATE AND 0.2
 GK0714'MILE NE ACROSS PASTURE LAND TO THE HIGHEST POINT IN PASTURE
 GK0714'AND THE STATION.
 GK0714'
 GK0714'ALL OF THE OBJECTS ARE VISIBLE, EXCEPT STATIONS MOUSE AND
 GK0714'DOOLIN, FROM THE GROUND.
 GK0714'
 GK0714'A 35-FOOT TOWER WILL CLEAR ALL LINES.
 GK0714
 GK0714                          STATION RECOVERY (1935)
 GK0714
 GK0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GK0714'7.9 MI S FROM EVA.
 GK0714'7.9 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0714'0.6 MILE NORTHEAST OF A ROAD, ABOUT 0.2 MILE NORTHEAST OF A GATE, AT
 GK0714'THE TOP OF BROAD FLAT KNOLL, AND ABOUT 450 FEET EAST OF A FENCE.  A
 GK0714'STANDARD TRIANGULATION-STATION DISK, STAMPED KEYLON 1934 AND SET IN
 GK0714'THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0713 ***********************************************************************
 GK0713  DESIGNATION -  KEYLON AZ MK
 GK0713  PID         -  GK0713
 GK0713  STATE/COUNTY-  OK/TEXAS
 GK0713  COUNTRY     -  US
 GK0713  USGS QUAD   -  TEXHOMA NW (2018)
 GK0713
 GK0713                         *CURRENT SURVEY CONTROL
 GK0713  ______________________________________________________________________
 GK0713* NAD 83(1986) POSITION- 36 41 49.28   (N) 101 53 20.20   (W)   HD_HELD1
 GK0713* NAVD 88 ORTHO HEIGHT -  1082.397 (meters)     3551.16  (feet) ADJUSTED
 GK0713  ______________________________________________________________________
 GK0713  GEOID HEIGHT    -        -25.388 (meters)                     GEOID18
 GK0713  DYNAMIC HEIGHT  -       1081.254 (meters)     3547.41  (feet) COMP
 GK0713  MODELED GRAVITY -    979,539.1   (mgal)                       NAVD 88
 GK0713
 GK0713  VERT ORDER      -  SECOND    CLASS 0
 GK0713
 GK0713.The horizontal coordinates were determined by differentially corrected
 GK0713.hand held GPS observations or other comparable positioning techniques
 GK0713.and have an estimated accuracy of +/- 3 meters.
 GK0713
 GK0713.The orthometric height was determined by differential leveling and
 GK0713.adjusted by the NATIONAL GEODETIC SURVEY
 GK0713.in June 1991.
 GK0713
 GK0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0713.GEOID18 height accuracy estimate available here.
 GK0713
 GK0713.Click photographs - Photos may exist for this station.
 GK0713
 GK0713.The dynamic height is computed by dividing the NAVD 88
 GK0713.geopotential number by the normal gravity value computed on the
 GK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0713.degrees latitude (g = 980.6199 gals.).
 GK0713
 GK0713.The modeled gravity was interpolated from observed gravity values.
 GK0713
 GK0713;                    North         East    Units  Estimated Accuracy
 GK0713;SPC OK N     -   195,254.0     252,567.0     MT  (+/- 3 meters HH1 GPS) 
 GK0713
 GK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4190565153(NAD 83)
 GK0713
 GK0713                          SUPERSEDED SURVEY CONTROL
 GK0713
 GK0713  NGVD 29 (??/??/92) 1081.917  (m)         3549.59   (f) ADJ UNCH    2 0
 GK0713
 GK0713.Superseded values are not recommended for survey control.
 GK0713
 GK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0713.See file dsdata.pdf to determine how the superseded data were derived.
 GK0713
 GK0713_MARKER: DR = REFERENCE MARK DISK
 GK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0713_STAMPING: KEYLON AZIMUTH 1934
 GK0713_MARK LOGO: CGS
 GK0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0713+STABILITY: SURFACE MOTION
 GK0713
 GK0713  HISTORY     - Date     Condition        Report By
 GK0713  HISTORY     - 1934     MONUMENTED       CGS
 GK0713  HISTORY     - 1935     GOOD             CGS
 GK0713  HISTORY     - 19980504 GOOD             OKDOT
 GK0713
 GK0713                          STATION DESCRIPTION
 GK0713
 GK0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0713'7.9 MI S FROM EVA.
 GK0713'7.9 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT A
 GK0713'SCHOOLYARD, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 6 FEET
 GK0713'SOUTH OF THE SCHOOLYARD FENCE. A STANDARD AZIMUTH-MARK DISK, STAMPED
 GK0713'KEYLON AZIMUTH 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GK0713
 GK0713                          STATION RECOVERY (1998)
 GK0713
 GK0713'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0713'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND SH 95 AT FOUR
 GK0713'CORNERS, GO EAST ON US 64 FOR 1.0 MILE (1.6 KM) TO A CROSS ROAD. TURN
 GK0713'RIGHT AND GO SOUTH ON A GRAVEL COUNTY ROAD FOR 4.5 MILES (7.2 KM) TO
 GK0713'THE MARK ON THE RIGHT.  IT IS 48 FEET (14.6 M) WEST OF THE CENTERLINE
 GK0713'OF THE COUNTY ROAD, 5 FEET (1.5 M) SOUTH OF A FENCE LINE EAST, 10 FEET
 GK0713'(3.0 M) WEST OF THE WEST ROAD RIGHT-OF-WAY FENCE, 10 FEET (3.0 M) WEST
 GK0713'OF A STEEL OKDOT WITNESS POST, SET IN THE TOP OF A CONCRETE WITNESS
 GK0713'POST THAT PROJECTS 8 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0715 ***********************************************************************
 GK0715  DESIGNATION -  KEYLON RM 1
 GK0715  PID         -  GK0715
 GK0715  STATE/COUNTY-  OK/TEXAS
 GK0715  COUNTRY     -  US
 GK0715  USGS QUAD   -  TEXHOMA NW (2018)
 GK0715
 GK0715                         *CURRENT SURVEY CONTROL
 GK0715  ______________________________________________________________________
 GK0715* NAD 83(1986) POSITION- 36 41 58.04   (N) 101 52 38.60   (W)   HD_HELD1
 GK0715* NAVD 88 ORTHO HEIGHT -  1085.282 (meters)     3560.63  (feet) ADJUSTED
 GK0715  ______________________________________________________________________
 GK0715  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 GK0715  DYNAMIC HEIGHT  -       1084.139 (meters)     3556.88  (feet) COMP
 GK0715  MODELED GRAVITY -    979,540.7   (mgal)                       NAVD 88
 GK0715
 GK0715  VERT ORDER      -  SECOND    CLASS 0
 GK0715
 GK0715.The horizontal coordinates were determined by differentially corrected
 GK0715.hand held GPS observations or other comparable positioning techniques
 GK0715.and have an estimated accuracy of +/- 3 meters.
 GK0715
 GK0715.The orthometric height was determined by differential leveling and
 GK0715.adjusted by the NATIONAL GEODETIC SURVEY
 GK0715.in June 1991.
 GK0715
 GK0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0715.GEOID18 height accuracy estimate available here.
 GK0715
 GK0715.Click photographs - Photos may exist for this station.
 GK0715
 GK0715.The dynamic height is computed by dividing the NAVD 88
 GK0715.geopotential number by the normal gravity value computed on the
 GK0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0715.degrees latitude (g = 980.6199 gals.).
 GK0715
 GK0715.The modeled gravity was interpolated from observed gravity values.
 GK0715
 GK0715;                    North         East    Units  Estimated Accuracy
 GK0715;SPC OK N     -   195,482.5     253,609.6     MT  (+/- 3 meters HH1 GPS) 
 GK0715
 GK0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4294665392(NAD 83)
 GK0715
 GK0715                          SUPERSEDED SURVEY CONTROL
 GK0715
 GK0715  NGVD 29 (??/??/92) 1084.804  (m)         3559.06   (f) ADJ UNCH    2 0
 GK0715
 GK0715.Superseded values are not recommended for survey control.
 GK0715
 GK0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0715.See file dsdata.pdf to determine how the superseded data were derived.
 GK0715
 GK0715_MARKER: DR = REFERENCE MARK DISK
 GK0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0715_STAMPING: KEYLON NO 1 1934
 GK0715_MARK LOGO: CGS
 GK0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0715+STABILITY: SURFACE MOTION
 GK0715
 GK0715  HISTORY     - Date     Condition        Report By
 GK0715  HISTORY     - 1934     MONUMENTED       CGS
 GK0715  HISTORY     - 1935     GOOD             CGS
 GK0715
 GK0715                          STATION DESCRIPTION
 GK0715
 GK0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0715'7.9 MI S FROM EVA.
 GK0715'7.9 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AND
 GK0715'ABOUT 191 FEET NORTH OF THE TRIANGULATION-STATION KEYLON, DESCRIBED
 GK0715'ABOVE. A STANDARD REFERENCE-MARK DISK, STAMPED KEYLON 1 1934 AND SET
 GK0715'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0716 ***********************************************************************
 GK0716  DESIGNATION -  KEYLON RM 2
 GK0716  PID         -  GK0716
 GK0716  STATE/COUNTY-  OK/TEXAS
 GK0716  COUNTRY     -  US
 GK0716  USGS QUAD   -  TEXHOMA NW (2018)
 GK0716
 GK0716                         *CURRENT SURVEY CONTROL
 GK0716  ______________________________________________________________________
 GK0716* NAD 83(1986) POSITION- 36 42 00.08   (N) 101 52 41.87   (W)   HD_HELD1
 GK0716* NAVD 88 ORTHO HEIGHT -  1084.452 (meters)     3557.91  (feet) ADJUSTED
 GK0716  ______________________________________________________________________
 GK0716  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 GK0716  DYNAMIC HEIGHT  -       1083.310 (meters)     3554.16  (feet) COMP
 GK0716  MODELED GRAVITY -    979,540.7   (mgal)                       NAVD 88
 GK0716
 GK0716  VERT ORDER      -  SECOND    CLASS 0
 GK0716
 GK0716.The horizontal coordinates were determined by differentially corrected
 GK0716.hand held GPS observations or other comparable positioning techniques
 GK0716.and have an estimated accuracy of +/- 3 meters.
 GK0716
 GK0716.The orthometric height was determined by differential leveling and
 GK0716.adjusted by the NATIONAL GEODETIC SURVEY
 GK0716.in June 1991.
 GK0716
 GK0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0716.GEOID18 height accuracy estimate available here.
 GK0716
 GK0716.Click photographs - Photos may exist for this station.
 GK0716
 GK0716.The dynamic height is computed by dividing the NAVD 88
 GK0716.geopotential number by the normal gravity value computed on the
 GK0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0716.degrees latitude (g = 980.6199 gals.).
 GK0716
 GK0716.The modeled gravity was interpolated from observed gravity values.
 GK0716
 GK0716;                    North         East    Units  Estimated Accuracy
 GK0716;SPC OK N     -   195,548.6     253,531.0     MT  (+/- 3 meters HH1 GPS) 
 GK0716
 GK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4286665457(NAD 83)
 GK0716
 GK0716                          SUPERSEDED SURVEY CONTROL
 GK0716
 GK0716  NGVD 29 (??/??/92) 1083.974  (m)         3556.34   (f) ADJ UNCH    2 0
 GK0716
 GK0716.Superseded values are not recommended for survey control.
 GK0716
 GK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0716.See file dsdata.pdf to determine how the superseded data were derived.
 GK0716
 GK0716_MARKER: DR = REFERENCE MARK DISK
 GK0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0716_STAMPING: KEYLON NO 2 1934
 GK0716_MARK LOGO: CGS
 GK0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0716+STABILITY: SURFACE MOTION
 GK0716
 GK0716  HISTORY     - Date     Condition        Report By
 GK0716  HISTORY     - 1934     MONUMENTED       CGS
 GK0716  HISTORY     - 1935     GOOD             CGS
 GK0716
 GK0716                          STATION DESCRIPTION
 GK0716
 GK0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0716'7.9 MI S FROM EVA.
 GK0716'7.9 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AND
 GK0716'ABOUT 241 FEET EAST OF THE TRIAGULATION-STATION KEYLON, DESCRIBED
 GK0716'ABOVE. A STANDARD REFFERENCE-MARK DISK, STAMPED KEYLON 2 1934 AND SET
 GK0716'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0949 ***********************************************************************
 GH0949  DESIGNATION -  KEYSTONE
 GH0949  PID         -  GH0949
 GH0949  STATE/COUNTY-  OK/TULSA
 GH0949  COUNTRY     -  US
 GH0949  USGS QUAD   -  MANNFORD SE (2018)
 GH0949
 GH0949                         *CURRENT SURVEY CONTROL
 GH0949  ______________________________________________________________________
 GH0949* NAD 83(1993) POSITION- 36 06 49.96079(N) 096 15 05.36303(W)   ADJUSTED
 GH0949* NAVD 88 ORTHO HEIGHT -   311.7   (meters)     1023.    (feet) VERTCON3
 GH0949  ______________________________________________________________________
 GH0949  GEOID HEIGHT    -        -28.514 (meters)                     GEOID18
 GH0949  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 GH0949  HORZ ORDER      -  FIRST
 GH0949
 GH0949.The horizontal coordinates were established by classical geodetic methods
 GH0949.and adjusted by the National Geodetic Survey in November 1994.
 GH0949
 GH0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0949
 GH0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0949.GEOID18 height accuracy estimate available here.
 GH0949
 GH0949.Click photographs - Photos may exist for this station.
 GH0949
 GH0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0949
 GH0949. The following values were computed from the NAD 83(1993) position.
 GH0949
 GH0949;                    North         East     Units Scale Factor Converg.
 GH0949;SPC OK N     -   125,005.293   757,408.131   MT  0.99994584   +1 01 54.8
 GH0949;SPC OK N     -   410,121.53  2,484,929.84   sFT  0.99994584   +1 01 54.8
 GH0949;UTM  14      - 4,000,078.144   747,389.274   MT  1.00035416   +1 37 14.8
 GH0949
 GH0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0949!SPC OK N     -   0.99995555  x   0.99994584  =   0.99990140
 GH0949!UTM  14      -   0.99995555  x   1.00035416  =   1.00030970
 GH0949
 GH0949:                Primary Azimuth Mark                     Grid Az
 GH0949:SPC OK N     -  KEYSTONE AZ MK                           264 23 09.3
 GH0949:UTM  14      -  KEYSTONE AZ MK                           263 47 49.3
 GH0949
 GH0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4738900078(NAD 83)
 GH0949
 GH0949|---------------------------------------------------------------------|
 GH0949| PID    Reference Object                     Distance      Geod. Az  |
 GH0949|                                                           dddmmss.s |
 GH0949| CI1811 KEYSTONE RM 1                        26.992 METERS 03822     |
 GH0949| GH0946 AMARILLO ST LOUIS AWY BCN 32        APPROX. 9.1 KM 1075606.4 |
 GH0949| CI1812 KEYSTONE RM 2                        45.698 METERS 12522     |
 GH0949| CI1810 KEYSTONE AZ MK                                     2652504.1 |
 GH0949| GH0955 FLAT ROCK                           APPROX.21.1 KM 3072334.1 |
 GH0949|---------------------------------------------------------------------|
 GH0949
 GH0949                          SUPERSEDED SURVEY CONTROL
 GH0949
 GH0949  NAD 83(1986)-  36 06 49.98054(N)    096 15 05.34642(W) AD(       ) 1
 GH0949  NAD 27      -  36 06 49.68900(N)    096 15 04.33500(W) AD(       ) 1
 GH0949  NGVD 29 (07/19/86)  311.6    (m)         1022.     (f) VERT ANG       
 GH0949
 GH0949.Superseded values are not recommended for survey control.
 GH0949
 GH0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0949.See file dsdata.pdf to determine how the superseded data were derived.
 GH0949
 GH0949_MARKER: DS = TRIANGULATION STATION DISK
 GH0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0949_STAMPING: KEYSTONE 1938
 GH0949_MARK LOGO: CGS
 GH0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0949+STABILITY: SURFACE MOTION
 GH0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0949+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2010
 GH0949
 GH0949  HISTORY     - Date     Condition        Report By
 GH0949  HISTORY     - 1938     MONUMENTED       CGS
 GH0949  HISTORY     - 1970     GOOD             USGS
 GH0949  HISTORY     - 1970     GOOD             NGS
 GH0949  HISTORY     - 1970     GOOD             NGS
 GH0949  HISTORY     - 1971     GOOD             OKDH
 GH0949  HISTORY     - 1975     GOOD             NGS
 GH0949  HISTORY     - 20101028 GOOD             INDIV
 GH0949
 GH0949                          STATION DESCRIPTION
 GH0949
 GH0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0949'ABOUT 8 MILES AIR LINE WEST AND A LITTLE SOUTH OF SAND SPRINGS,
 GH0949'3.5 MILES SOUTHEAST OF KEYSTONE, AND 2.0 MILES SOUTH OF U.S.
 GH0949'HIGHWAY 64.  IT IS IN THE NORTHEAST QUARTER OF SEC. 21, T. 19 N.,
 GH0949'R. 10 E., ON THE TOP OF A TIMBER COVERED RIDGE, THE HIGHEST
 GH0949'POINT IN THE VICINITY, ON THE PROPERTY OF MRS. SUSIE HILL OF
 GH0949'MUSKOGEE.
 GH0949'
 GH0949'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GH0949'HIGHWAY 33 IN KEYSTONE, GO SOUTH ON GRADED DIRT ROAD 4.55
 GH0949'MILES TO A FORK, THENCE LEFT FORK (EAST) 1.25 MILES TO A DIM
 GH0949'TRAIL ON THE LEFT JUST BEFORE MAIN ROAD MAKES A TURN TO THE
 GH0949'SOUTH, THENCE LEFT AND FOLLOW DIM TRAIL 1.0 MILE TO A FORK
 GH0949'AT A SMALL CLEARING (AZIMUTH MARK IS 30 FEET WEST OF ROAD),
 GH0949'FROM HERE TURN RIGHT (EAST) 0.2 MILE TO GATE, CONTINUE THROUGH
 GH0949'GATE 0.2 MILE TO EAST SIDE OF FIELD, THEN NORTH ALONG EAST
 GH0949'FENCE 0.15 MILE TO STATION.
 GH0949'
 GH0949'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0949'BRONZE DISKS SET IN CONCRETE.
 GH0949'
 GH0949'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, AT THE SOUTH
 GH0949'EDGE OF A SMALL CLEARING AND 30 FEET WEST OF THE CENTER
 GH0949'OF A DIM ROAD.
 GH0949'
 GH0949'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GH0949
 GH0949                          STATION RECOVERY (1970)
 GH0949
 GH0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GH0949'STA MK., RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 GH0949'AZIMUTH MK. SEARCHED FOR NOT FOUND.
 GH0949'
 GH0949'DISTANCE TO RM 1 MISSED 0.01 FT., RM 2 MISSED 0.06 FT.
 GH0949'
 GH0949'DIRECTION TO RM 1 MISSED PLUS 22.69 SEC., RM 2 MISSED -29.23 SEC.,
 GH0949'TO VAN SYKE CLOSED - 1.16 SEC., TO OILTON CLOSED - 0.41
 GH0949'SEC.
 GH0949'
 GH0949'THE OLD DESCRIPTION IS ADEQUATE.
 GH0949'
 GH0949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GH0949'8 MI. AIR LINE W. AND A LITTLE S. OF SAND SPRINGS.
 GH0949
 GH0949                          STATION RECOVERY (1970)
 GH0949
 GH0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GH0949'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GH0949'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GH0949'CONDITION.
 GH0949'
 GH0949'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GH0949'51 AND 97 WHICH IS JUST SOUTH OF THE ARKANSAS RIVER BRIDGE
 GH0949'SOUTH OF SAND SPRINGS, GO WEST ON STATE HIGHWAY 51 FOR 7.5
 GH0949'MILES TO SOUTH 225TH AVENUE WEST.  TURN LEFT AND GO SOUTH
 GH0949'ON SOUTH 225TH AVENUE WEST FOR 1.8 MILES TO A BLADED ROAD
 GH0949'AND A HOUSE ON THE RIGHT.  TURN RIGHT AND GO ABOUT 150 FEET
 GH0949'TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO NORTHWEST
 GH0949'ON A TRACK ROAD FOR 0.45 MILE TO A ROAD FORK, KEEP LEFT
 GH0949'AND GO NORTHWEST ON TRACK ROAD FOR 0.85 MILE TO A GAP IN
 GH0949'FENCE LINE ON THE LEFT.  TURN LEFT AND GO NORTHWEST THROUGH
 GH0949'OPEN FIELD 0.05 MILE TO HIGHEST POINT OF CLEARED AREA AND
 GH0949'THE STATION.
 GH0949'
 GH0949'STATION IS 157 FEET SOUTHEAST OF A POWERPOLE WITH A TRANSFORMER,
 GH0949'74 FEET WEST OF A FENCE, 2.5 FEET WEST OF A METAL WITNESS
 GH0949'POST, AND THE STATION MARK IS SURROUNDED BY LARGE ROCKS.
 GH0949'
 GH0949'REFERENCE MARK NO. 1 IS 8 FEET NORTHEAST OF A FENCE AND
 GH0949'15 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD.
 GH0949'
 GH0949'REFERENCE MARK NO. 2 IS 2 FEET WEST OF A FENCE.
 GH0949'
 GH0949'AZIMUTH MARK IS AT THE EAST SIDE OF A WOODED AREA AND 19.5
 GH0949'FEET EAST OF AN OAK TREE WITH A METAL WITNESS SIGN ATTACHED.
 GH0949'
 GH0949'TO REACH THE AZIMUTH MARK FROM A TRACK ROAD WHICH IS ABOUT
 GH0949'150 FEET NORTH OF THE STATION, GO WEST ON A TRACK ROAD FOR 0.1
 GH0949'MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH THE
 GH0949'GATE AND GO SOUTH AND THEN WEST ON A TRACK ROAD THROUGH
 GH0949'CLEARED AREA FOR 0.2 MILE TO A DIM TRACK ROAD ON THE LEFT.
 GH0949'TURN LEFT AND GO SOUTH ON THE DIM TRACK ROAD AT THE EAST
 GH0949'SIDE OF THE WOODS FOR 0.05 MILE TO THE AZIMUTH MARK.
 GH0949'
 GH0949'NOTE- THE OLD TOWN OF KEYSTONE IS NOW UNDER WATER AND THE
 GH0949'STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF THE KEYSTONE
 GH0949'DAM.
 GH0949'
 GH0949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GH0949'8 MILES WEST-SOUTHWEST OF SAND SPRINGS.
 GH0949
 GH0949                          STATION RECOVERY (1970)
 GH0949
 GH0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRB)
 GH0949'STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK, RM 1, AND
 GH0949'RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK
 GH0949'SEARCHED FOR BUT NOT FOUND.  MEASURED QUANTITIES AS SHOWN ABOVE.
 GH0949
 GH0949                          STATION RECOVERY (1971)
 GH0949
 GH0949'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 GH0949'KEYSTONE 1938- RECOVERED IN GOOD CONDITION.
 GH0949'
 GH0949'KEYSTONE AZIMUTH 1938- RECOVERED IN GOOD CONDITION.
 GH0949'
 GH0949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX 3.5 MILES
 GH0949'SOUTHEAST OF KEYSTONE, APPROX 8 MILES AIR LINE WEST AND A LITTLE
 GH0949'SOUTH OF SAND SPRINGS.
 GH0949
 GH0949                          STATION RECOVERY (1975)
 GH0949
 GH0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 GH0949'STATION, REFERENCE MARKS, AND AZIMUTH MARK ALL RECOVERED AS
 GH0949'DESCRIBED.
 GH0949
 GH0949                          STATION RECOVERY (2010)
 GH0949
 GH0949'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (TH)
 GH0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0943 ***********************************************************************
 EK0943  DESIGNATION -  KIAMICHI
 EK0943  PID         -  EK0943
 EK0943  STATE/COUNTY-  OK/LE FLORE
 EK0943  COUNTRY     -  US
 EK0943  USGS QUAD   -  MUSE (2018)
 EK0943
 EK0943                         *CURRENT SURVEY CONTROL
 EK0943  ______________________________________________________________________
 EK0943* NAD 83(1993) POSITION- 34 37 35.20511(N) 094 48 43.73190(W)   ADJUSTED
 EK0943* NAVD 88 ORTHO HEIGHT -   747.06  (+/-2cm)     2451.0   (feet) VERTCON3
 EK0943  ______________________________________________________________________
 EK0943  GEOID HEIGHT    -        -31.442 (meters)                     GEOID18
 EK0943  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 EK0943  HORZ ORDER      -  FIRST
 EK0943  VERT ORDER      -  THIRD ? (See Below)
 EK0943
 EK0943.The horizontal coordinates were established by classical geodetic methods
 EK0943.and adjusted by the National Geodetic Survey in November 1994.
 EK0943
 EK0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0943
 EK0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0943.GEOID18 height accuracy estimate available here.
 EK0943
 EK0943.The vertical order pertains to the NGVD 29 superseded value.
 EK0943
 EK0943.Click photographs - Photos may exist for this station.
 EK0943
 EK0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0943
 EK0943. The following values were computed from the NAD 83(1993) position.
 EK0943
 EK0943;                    North         East     Units Scale Factor Converg.
 EK0943;SPC OK S     -   148,051.826   892,262.301   MT  0.99993621   +1 48 34.1
 EK0943;SPC OK S     -   485,733.37  2,927,363.90   sFT  0.99993621   +1 48 34.1
 EK0943;UTM  15      - 3,833,111.629   333,880.647   MT  0.99994014   -1 01 47.8
 EK0943
 EK0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0943!SPC OK S     -   0.99988768  x   0.99993621  =   0.99982390
 EK0943!UTM  15      -   0.99988768  x   0.99994014  =   0.99982783
 EK0943
 EK0943:                Primary Azimuth Mark                     Grid Az
 EK0943:SPC OK S     -  SYCAMORE LOOKOUT TOWER                   332 54 01.5
 EK0943:UTM  15      -  SYCAMORE LOOKOUT TOWER                   335 44 23.4
 EK0943
 EK0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3388033111(NAD 83)
 EK0943
 EK0943|---------------------------------------------------------------------|
 EK0943| PID    Reference Object                     Distance      Geod. Az  |
 EK0943|                                                           dddmmss.s |
 EK0943| EK0940 KIAMICHI WM BOLT                     18.887 METERS 04549     |
 EK0943| CX6590 KIAMICHI AZ MK                                     1053259.9 |
 EK0943| CX6591 KIAMICHI RM 1                        19.073 METERS 28526     |
 EK0943| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.18.3 KM 3344235.6 |
 EK0943|---------------------------------------------------------------------|
 EK0943
 EK0943                          SUPERSEDED SURVEY CONTROL
 EK0943
 EK0943  NAD 83(1986)-  34 37 35.20730(N)    094 48 43.72232(W) AD(       ) 1
 EK0943  NAD 27      -  34 37 34.84100(N)    094 48 42.90900(W) AD(       ) 1
 EK0943  NGVD 29             746.93   (m)         2450.6    (f) LEVELING    3  
 EK0943
 EK0943.Superseded values are not recommended for survey control.
 EK0943
 EK0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0943.See file dsdata.pdf to determine how the superseded data were derived.
 EK0943
 EK0943_MARKER: DS = TRIANGULATION STATION DISK
 EK0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0943_STAMPING: KIAMICHI 1952
 EK0943_MARK LOGO: CGS
 EK0943_PROJECTION: FLUSH
 EK0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0943+STABILITY: SURFACE MOTION
 EK0943
 EK0943  HISTORY     - Date     Condition        Report By
 EK0943  HISTORY     - 1952     MONUMENTED       CGS
 EK0943  HISTORY     - 1959     GOOD             CGS
 EK0943
 EK0943                          STATION DESCRIPTION
 EK0943
 EK0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0943'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF TALIHINA
 EK0943'ON THE HIGHEST PEAK IN THE VICINITY.  IT IS 48 FEET SOUTH
 EK0943'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 47 FEET NORTH
 EK0943'OF A RIGHT-OF-WAY FENCE LINE.  THE MARK IS SET FLUSH WITH
 EK0943'THE GROUND AND THE DISC IS STAMPED, KIAMICHI 1952.
 EK0943'
 EK0943'REFERENCE MARK NO. 1 IS 63 FEET SOUTHEAST OF THE SOUTHWEST
 EK0943'LEG OF THE LOOKOUT TOWER, 46 FEET NORTH OF A RIGHT-OF-WAY
 EK0943'FENCELINE, AND 14 FEET NORTHEAST OF A TELEPHONE POLE.  THE
 EK0943'DISC IS SET IN OUTCROPPING BEDROCK AND IS STAMPED KIAMICHI
 EK0943'NO 1 1952.
 EK0943'
 EK0943'U.S.G.S. (R.M. NO. 2) IS A COPPER BOLT SET IN A DRILL HOLE
 EK0943'IN AN OUTCROPPING BOULDER WITH THE LETTERS USGS STAMPED
 EK0943'IN THE TOP OF THE BOLT.  THIS BOLT PROJECTS ABOUT 3 INCHES.
 EK0943'IT IS LOCATED ABOUT 39 FEET EAST OF THE SOUTHEAST LEG OF
 EK0943'THE LOOKOUT TOWER AND 13 FEET WEST OF THE CENTERLINE OF
 EK0943'A DRIVEWAY.
 EK0943'
 EK0943'AZIMUTH MARK IS 15 FEET WEST OF A TELEPHONE POLE AND 13 FEET
 EK0943'NORTH OF THE CENTERLINE OF A ROAD.  THE DISC IS SET IN AN
 EK0943'OUTCROPPING BOULDER AND IS STAMPED, KIAMICHI 1952.
 EK0943'
 EK0943'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0943'KIAMICHI TO THE U.S.G.S. MARK AND THE DISTANCE NOTED ABOVE.
 EK0943'
 EK0943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 EK0943'AND STATE HIGHWAY 63 AT THE SOUTHEAST EDGE OF TALIHINA, GO
 EK0943'SOUTHEASTERLY AND SOUTH ON U.S. HIGHWAY 271 FOR 3.6 MILES TO A
 EK0943'FORKS.  TAKE LEFT FORK, LEAVING U.S. HIGHWAY 271, AND GO SOUTHERLY
 EK0943'FOR 7.4 MILES TO THE TOP OF THE RIDGE AND AN OLD HOUSE ON
 EK0943'THE LEFT.  TURN LEFT AND GO EAST, PASSING TO THE NORTH OF THE
 EK0943'OLD HOUSE, FOR 9.55 MILES TO A SIDE ROAD LEFT.  CONTINUE
 EK0943'EASTERLY ON MAIN TRAVELED ROAD FOR 0.35 MILES TO A DIM FORK
 EK0943'ON THE RIGHT.  CONTINUE EASTERLY ON MAIN TRAVELED ROAD FOR
 EK0943'4.25 MILES TO STATION SITE AND LOOKOUT TOWER.
 EK0943'
 EK0943'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 EK0943'MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 EK0943'
 EK0943'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0943
 EK0943                          STATION RECOVERY (1959)
 EK0943
 EK0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0943'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 EK0943'IN GOOD CONDITION.  THE STATION MARK IS SOUTH ACROSS A FENCE
 EK0943'FROM THE LOOKOUT TOWER AND IS 11 FEET SOUTH OF THE FENCE.  R.M.
 EK0943'NO. 1 IS ABOUT 12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EK0943'FENCE AROUND THE TOWER AND IS WEST OF THE STATION INSTEAD
 EK0943'OF EAST AS ORIGINALLY DESCRIBED.  THE U.S.G.S. MARK IS 39
 EK0943'FEET EAST-SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER AND
 EK0943'IS NORTH-NORTHEAST OF THE STATION INSTEAD OF SOUTH-SOUTHWEST
 EK0943'AS ORIGINALLY DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.
 EK0943'IT APPEARS THAT THE ROAD HAS BEEN WIDENED SO THE MARK MAY
 EK0943'HAVE BEEN DESTROYED WHEN THIS WAS DONE.
 EK0943'
 EK0943'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EK0943'63 AND 103, AT THE FORMER SITE OF THE VILLAGE OF BIG CEDAR,
 EK0943'GO SOUTH ON STATE HIGHWAY 103 FOR 5.2 MILES TO FORKS AT
 EK0943'TOP OF MOUNTAIN, TAKE RIGHT FORK ON KIAMICHI MOUNTAIN ROAD
 EK0943'FOR 1.4 MILES TO FORKS, TAKE LEFT FORK AND CONTINUE ALONG
 EK0943'TOP OF MOUNTAIN FOR 6.45 MILES TO ANGLING CROSSROADS, CONTINUE
 EK0943'STRAIGHT AHEAD FOR 1.8 MILES TO LOOKOUT TOWER AND STATION
 EK0943'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0941 ***********************************************************************
 EK0941  DESIGNATION -  KIAMICHI LOOKOUT TOWER
 EK0941  PID         -  EK0941
 EK0941  STATE/COUNTY-  OK/LE FLORE
 EK0941  COUNTRY     -  US
 EK0941  USGS QUAD   -  MUSE (2018)
 EK0941
 EK0941                         *CURRENT SURVEY CONTROL
 EK0941  ______________________________________________________________________
 EK0941* NAD 83(1993) POSITION- 34 37 35.73437(N) 094 48 43.72588(W)   ADJUSTED
 EK0941  ______________________________________________________________________
 EK0941  GEOID HEIGHT    -        -31.443 (meters)                     GEOID18
 EK0941  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 EK0941  HORZ ORDER      -  THIRD
 EK0941
 EK0941.The horizontal coordinates were established by classical geodetic methods
 EK0941.and adjusted by the National Geodetic Survey in November 1994.
 EK0941
 EK0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0941.GEOID18 height accuracy estimate available here.
 EK0941
 EK0941.Click photographs - Photos may exist for this station.
 EK0941
 EK0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0941
 EK0941. The following values were computed from the NAD 83(1993) position.
 EK0941
 EK0941;                    North         East     Units Scale Factor Converg.
 EK0941;SPC OK S     -   148,068.131   892,261.939   MT  0.99993621   +1 48 34.1
 EK0941;SPC OK S     -   485,786.86  2,927,362.71   sFT  0.99993621   +1 48 34.1
 EK0941;UTM  15      - 3,833,127.932   333,881.093   MT  0.99994014   -1 01 47.8
 EK0941
 EK0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3388133127(NAD 83)
 EK0941
 EK0941                          SUPERSEDED SURVEY CONTROL
 EK0941
 EK0941  NAD 83(1986)-  34 37 35.73681(N)    094 48 43.71633(W) AD(       ) 3
 EK0941  NAD 27      -  34 37 35.37200(N)    094 48 42.90200(W) AD(       ) 3
 EK0941
 EK0941.Superseded values are not recommended for survey control.
 EK0941
 EK0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0941.See file dsdata.pdf to determine how the superseded data were derived.
 EK0941
 EK0941_MARKER: 57 = LOOKOUT TOWER
 EK0941
 EK0941  HISTORY     - Date     Condition        Report By
 EK0941  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0941  HISTORY     - 1959     GOOD             CGS
 EK0941
 EK0941                          STATION DESCRIPTION
 EK0941
 EK0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0941'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF TALIHINA,
 EK0941'ON ON THE HIGHEST POINT IN THE VICINITY.  THE TOWER IS OF
 EK0941'STEEL CONSTRUCTION AND IS APPROXIMATELY 70 FEET HIGH.
 EK0941'
 EK0941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 EK0941'AND STATE HIGHWAY 63 AT THE SOUTHEAST EDGE OF TALIHINA, GO
 EK0941'SOUTH ON U.S. HIGHWAY 271 FOR 3.6 MILES TO A FORKS.  LEAVE
 EK0941'U.S. HIGHWAY 271 AND TAKE LEFT ROAD WHICH IS KNOWN AS
 EK0941'INDIAN HIGHWAY AND GO SOUTH AND SOUTHWESTERLY FOR 7.4 MILES
 EK0941'TO THE TOP OF THE MOUNTAIN RIDGE, AND AN OLD HOUSE ON THE
 EK0941'RIGHT.  TURN LEFT, ON TRACK ROAD, PASSING TO THE NORTH OF
 EK0941'THE OLD HOUSE, AND GO EAST FOR 9.55 MILES TO A SIDE ROAD
 EK0941'TO THE LEFT.  CONTINUE EASTERLY TO A DIM FORK ON THE RIGHT.
 EK0941'CONTINUE EASTERLY ON MAIN TRAVELED ROAD FOR 4.25 MILES TO
 EK0941'THE STATION.
 EK0941
 EK0941                          STATION RECOVERY (1959)
 EK0941
 EK0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 EK0941'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EK0941'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0940 ***********************************************************************
 EK0940  DESIGNATION -  KIAMICHI WM BOLT
 EK0940  PID         -  EK0940
 EK0940  STATE/COUNTY-  OK/LE FLORE
 EK0940  COUNTRY     -  US
 EK0940  USGS QUAD   -  MUSE (2018)
 EK0940
 EK0940                         *CURRENT SURVEY CONTROL
 EK0940  ______________________________________________________________________
 EK0940* NAD 83(1993) POSITION- 34 37 35.63225(N) 094 48 43.20013(W)   ADJUSTED
 EK0940* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 EK0940  ______________________________________________________________________
 EK0940  GEOID HEIGHT    -        -31.442 (meters)                     GEOID18
 EK0940  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 EK0940  HORZ ORDER      -  SECOND
 EK0940
 EK0940.The horizontal coordinates were established by classical geodetic methods
 EK0940.and adjusted by the National Geodetic Survey in November 1994.
 EK0940
 EK0940.The orthometric height was scaled from a topographic map.
 EK0940
 EK0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0940.GEOID18 height accuracy estimate available here.
 EK0940
 EK0940.Click photographs - Photos may exist for this station.
 EK0940
 EK0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0940
 EK0940. The following values were computed from the NAD 83(1993) position.
 EK0940
 EK0940;                    North         East     Units Scale Factor Converg.
 EK0940;SPC OK S     -   148,065.409   892,275.423   MT  0.99993621   +1 48 34.4
 EK0940;SPC OK S     -   485,777.93  2,927,406.95   sFT  0.99993621   +1 48 34.4
 EK0940;UTM  15      - 3,833,124.545   333,894.426   MT  0.99994008   -1 01 47.5
 EK0940
 EK0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0940!SPC OK S     -   0.99988767  x   0.99993621  =   0.99982389
 EK0940!UTM  15      -   0.99988767  x   0.99994008  =   0.99982776
 EK0940
 EK0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3389433124(NAD 83)
 EK0940
 EK0940                          SUPERSEDED SURVEY CONTROL
 EK0940
 EK0940  NAD 83(1986)-  34 37 35.63443(N)    094 48 43.19056(W) AD(       ) 2
 EK0940  NAD 27      -  34 37 35.26800(N)    094 48 42.37700(W) AD(       ) 2
 EK0940
 EK0940.Superseded values are not recommended for survey control.
 EK0940
 EK0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0940.See file dsdata.pdf to determine how the superseded data were derived.
 EK0940
 EK0940_MARKER: B = BOLT
 EK0940_SETTING: 80 = SET IN A BOULDER
 EK0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0940+STABILITY: SURFACE MOTION
 EK0940
 EK0940  HISTORY     - Date     Condition        Report By
 EK0940  HISTORY     - 1952     MONUMENTED       USGS
 EK0940
 EK0940                          STATION DESCRIPTION
 EK0940
 EK0940'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 EK0940'THIS STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF TALIHINA,
 EK0940'ON THE HIGHEST PEAK IN THE VICINITY, AND NEAR THE KIAMICHI
 EK0940'LOOKOUT TOWER.  IT IS A COPPER BOLT, SET IN A BOULDER, AND THE
 EK0940'LETTERS USGS ARE STAMPED ON THE TOP OF THE BOLT.  IT IS 39
 EK0940'FEET EAST OF THE SOUTHEAST LEG OF THE TOWER AND 13 FEET
 EK0940'WEST OF THE CENTERLINE OF A DRIVEWAY.  THE BOLT PROJECTS ABOUT
 EK0940'3 INCHES ABOVE THE SURFACE OF THE BOULDER.
 EK0940'
 EK0940'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 EK0940'STATION KIAMICHI AND THE DISTANCE IS 61.97 FEET OR 18.887
 EK0940'METERS.
 EK0940'
 EK0940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 EK0940'AND STATE HIGHWAY 63, 0.6 MILE SOUTHEAST OF TALIHINA, GO SOUTH
 EK0940'ON HIGHWAY 271 FOR 3.6 MILES TO A FORK.  TAKE LEFT FORK
 EK0940'AND GO SOUTH FOR 7.4 MILES TO THE TOP OF A RIDGE AND AN OLD
 EK0940'HOUSE ON THE LEFT.  TURN LEFT AND FOLLOW A TRACK ROAD EAST FOR
 EK0940'9.55 MILES TO A SIDE ROAD LEFT.  CONTINUE EAST, ON THE MAIN
 EK0940'TRAVELED ROAD FOR 0.35 MILE TO A DIM FORK RIGHT.  CONTINUE
 EK0940'EASTERLY ON THE MAIN TRAVELED ROAD FOR 4.25 MILE TO THE
 EK0940'STATION AND LOOKOUT TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0734 ***********************************************************************
 GJ0734  DESIGNATION -  KIBBY
 GJ0734  PID         -  GJ0734
 GJ0734  STATE/COUNTY-  OK/HARPER
 GJ0734  COUNTRY     -  US
 GJ0734  USGS QUAD   -  BUFFALO SE (2018)
 GJ0734
 GJ0734                         *CURRENT SURVEY CONTROL
 GJ0734  ______________________________________________________________________
 GJ0734* NAD 83(1997) POSITION- 36 46 29.62439(N) 099 33 57.66381(W)   ADJUSTED
 GJ0734* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 GJ0734  ______________________________________________________________________
 GJ0734  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 GJ0734  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 GJ0734  HORZ ORDER      -  FIRST
 GJ0734
 GJ0734.The horizontal coordinates were established by classical geodetic methods
 GJ0734.and adjusted by the National Geodetic Survey in October 1998.
 GJ0734
 GJ0734.The orthometric height was scaled from a topographic map.
 GJ0734
 GJ0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0734.GEOID18 height accuracy estimate available here.
 GJ0734
 GJ0734.Click photographs - Photos may exist for this station.
 GJ0734
 GJ0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0734
 GJ0734. The following values were computed from the NAD 83(1997) position.
 GJ0734
 GJ0734;                    North         East     Units Scale Factor Converg.
 GJ0734;SPC OK N     -   198,063.892   460,202.156   MT  1.00000151   -0 55 27.1
 GJ0734;SPC OK N     -   649,814.62  1,509,846.57   sFT  1.00000151   -0 55 27.1
 GJ0734;UTM  14      - 4,070,050.656   449,489.662   MT  0.99963143   -0 20 19.9
 GJ0734
 GJ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0734!SPC OK N     -   0.99991272  x   1.00000151  =   0.99991423
 GJ0734!UTM  14      -   0.99991272  x   0.99963143  =   0.99954419
 GJ0734
 GJ0734:                Primary Azimuth Mark                     Grid Az
 GJ0734:SPC OK N     -  KIBBY AZ MK                              183 24 50.6
 GJ0734:UTM  14      -  KIBBY AZ MK                              182 49 43.4
 GJ0734
 GJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4948970050(NAD 83)
 GJ0734
 GJ0734|---------------------------------------------------------------------|
 GJ0734| PID    Reference Object                     Distance      Geod. Az  |
 GJ0734|                                                           dddmmss.s |
 GJ0734| CL3271 KIBBY AZ MK                                        1822923.5 |
 GJ0734| CL3272 KIBBY RM 1                           37.560 METERS 23230     |
 GJ0734| CL3273 KIBBY RM 2                           41.614 METERS 31515     |
 GJ0734| GJ0735 BUFFALO MUNICIPAL WATER TANK        APPROX. 9.3 KM 3190920.0 |
 GJ0734|---------------------------------------------------------------------|
 GJ0734
 GJ0734                          SUPERSEDED SURVEY CONTROL
 GJ0734
 GJ0734  NAD 83(1993)-  36 46 29.62437(N)    099 33 57.66403(W) AD(       ) 1
 GJ0734  NAD 83(1986)-  36 46 29.63114(N)    099 33 57.64937(W) AD(       ) 1
 GJ0734  NAD 27      -  36 46 29.51747(N)    099 33 56.23760(W) AD(       ) 1
 GJ0734
 GJ0734.Superseded values are not recommended for survey control.
 GJ0734
 GJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0734.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0734
 GJ0734_MARKER: DS = TRIANGULATION STATION DISK
 GJ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0734_STAMPING: KIBBY 1934
 GJ0734_MARK LOGO: CGS
 GJ0734_PROJECTION: RECESSED 41 CENTIMETERS
 GJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0734+STABILITY: SURFACE MOTION
 GJ0734
 GJ0734  HISTORY     - Date     Condition        Report By
 GJ0734  HISTORY     - 1934     MONUMENTED       CGS
 GJ0734  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0734
 GJ0734                          STATION DESCRIPTION
 GJ0734
 GJ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0734'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE SOUTHWEST
 GJ0734'QUARTER OF SEC. 34, T. 27 N., R. 22 W., ABOUT 3.5 MILES NORTH AND
 GJ0734'1.0 MILE WEST OF KIBBY STORE AND SCHOOL, 3.0 MILES EAST AND
 GJ0734'3.5 MILES SOUTH OF BUFFALO.  ON LAND OWNED BY A.F. MANSO AND
 GJ0734'RENTED BY E.A. SHUYLER WHO LIVES ONE-HALF MILE SOUTH AND
 GJ0734'ONE-HALF MILE EAST OF STATION.
 GJ0734'
 GJ0734'STATION IS IN CULTIVATED FIELD AT THE HIGHEST POINT OF THE HILL,
 GJ0734'235.5 FEET SOUTHEAST OF QUARTER-SECTION CORNER (CORNER FENCE
 GJ0734'POST), 107 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD
 GJ0734'AND 98 FEET EAST OF NORTH-AND-SOUTH FENCE LINE.  MARK, NOTE
 GJ0734'1B, IS SET ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND.
 GJ0734'UNDERGROUND MARK SET.
 GJ0734'
 GJ0734'REACHED FROM KIBBY STORE BY GOING NORTH ON STATE HIGHWAY 34
 GJ0734'(OLD ROUTE) 3.0 MILES TO CROSSROADS, THEN TURN RIGHT AND GO
 GJ0734'WEST 1.0 MILE, THEN TURN RIGHT AND GO NORTH 0.45 MILE TO TOP
 GJ0734'OF HILL AND STATION ON RIGHT.
 GJ0734'
 GJ0734'REFERENCE MARK NO. 1 IS 37.560 METERS (123.23 FEET)
 GJ0734'SOUTHWEST OF STATION, 14 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 GJ0734'ROAD, ON NORTH-SOUTH FENCE LINE AND PROJECTS ABOUT 6 INCHES
 GJ0734'ABOVE THE GROUND.
 GJ0734'
 GJ0734'REFERENCE MARK NO. 2 IS 41.614 METERS (136.53 FEET)
 GJ0734'NORTHWEST OF STATION, 15 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 GJ0734'ROAD, 2 FEET EAST OF NORTH-SOUTH FENCE LINE AND PROJECTS
 GJ0734'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0734'
 GJ0734'AZIMUTH MARK IS IN SOUTHWEST CORNER OF PASTURE,
 GJ0734'ABOUT 0.45 MILE DIRECTLY SOUTH OF STATION, 30 FEET EAST OF
 GJ0734'CENTERLINE OF NORTH-AND-SOUTH ROAD, 17 FEET NORTH OF CENTERLINE
 GJ0734'OF EAST-AND-WEST ROAD, 4 FEET EAST OF CORNER POST AND PROJECTS
 GJ0734'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0734'
 GJ0734'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GJ0734
 GJ0734                          STATION RECOVERY (1970)
 GJ0734
 GJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GJ0734'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AT
 GJ0734'THIS TIME.  A THOROUGH SEARCH WAS MADE BY TWO DIFFERENT UNITS OF
 GJ0734'THIS TRIANGULATION PARTY, USING THE OLD MEASUREMENTS AND OLD
 GJ0734'ANGLES, BUT THE STATION WAS NOT RECOVERED.  BY THE OLD MEASUREMENTS
 GJ0734'AND ANGLES, THE STATION IS NOT NOW ON THE HIGHEST POINT OF THE
 GJ0734'HILL.  PROBING WAS DONE ON THE HIGHEST POINT, WITH NO SUCCESS AT
 GJ0734'RECOVERING THE STATION MARK.
 GJ0734'
 GJ0734'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.  THERE HAS BEEN
 GJ0734'CONSIDERABLE EROSION ALONG THE FENCE-LINE IN WHICH THE MARKS WERE
 GJ0734'SET, AND IT ALSO LOOKS AS IF THE FENCE HAS BEEN REBUILT OR MOVED
 GJ0734'TO THE EAST.
 GJ0734'
 GJ0734'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED BY C. I. A. IN 1934.
 GJ0734'BECAUSE OF CHANGES IN THE AREA, A NEW TO REACH FOR THE AZIMUTH
 GJ0734'FOLLOWS.
 GJ0734'
 GJ0734'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC SIGNAL IN BUFFALO, GO
 GJ0734'SOUTH ON U. S. HIGHWAY 183 FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT,
 GJ0734'EAST, ON SURFACED ROAD FOR 5.3 MILES TO WHERE SURFACED ROAD BEARS
 GJ0734'LEFT.  CONTINUE SOUTH ON GRADED ROAD FOR 3.25 MILES TO A
 GJ0734'CROSSROAD.  TURN RIGHT, WEST, FOR 0.5 MILE TO FARM BUILDINGS AND
 GJ0734'A GATE.  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.5 MILE TO
 GJ0734'THE AZIMUTH MARK ON RIGHT.  TO REACH THE STATION SITE FROM THE
 GJ0734'AZIMUTH MARK, GO NORTH ON SECTION-LINE ROAD FOR 0.5 MILE TO
 GJ0734'SUMMIT OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0850 ***********************************************************************
 FJ0850  DESIGNATION -  KICKAPOO
 FJ0850  PID         -  FJ0850
 FJ0850  STATE/COUNTY-  OK/LINCOLN
 FJ0850  COUNTRY     -  US
 FJ0850  USGS QUAD   -  HORSESHOE LAKE (2018)
 FJ0850
 FJ0850                         *CURRENT SURVEY CONTROL
 FJ0850  ______________________________________________________________________
 FJ0850* NAD 83(1993) POSITION- 35 31 36.66092(N) 097 07 54.93608(W)   ADJUSTED
 FJ0850* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 FJ0850  ______________________________________________________________________
 FJ0850  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 FJ0850  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FJ0850  HORZ ORDER      -  FIRST
 FJ0850
 FJ0850.The horizontal coordinates were established by classical geodetic methods
 FJ0850.and adjusted by the National Geodetic Survey in November 1994.
 FJ0850
 FJ0850.The orthometric height was scaled from a topographic map.
 FJ0850
 FJ0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0850.GEOID18 height accuracy estimate available here.
 FJ0850
 FJ0850.Click photographs - Photos may exist for this station.
 FJ0850
 FJ0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0850
 FJ0850. The following values were computed from the NAD 83(1993) position.
 FJ0850
 FJ0850;                    North         East     Units Scale Factor Converg.
 FJ0850;SPC OK N     -    58,807.830   678,733.084   MT  1.00000747   +0 30 44.2
 FJ0850;SPC OK N     -   192,938.69  2,226,810.13   sFT  1.00000747   +0 30 44.2
 FJ0850;SPC OK S     -   243,665.955   678,738.180   MT  1.00007120   +0 29 33.8
 FJ0850;SPC OK S     -   799,427.39  2,226,826.85   sFT  1.00007120   +0 29 33.8
 FJ0850;UTM  14      - 3,933,076.096   669,374.789   MT  0.99995353   +1 05 08.8
 FJ0850
 FJ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0850!SPC OK N     -   0.99994573  x   1.00000747  =   0.99995320
 FJ0850!SPC OK S     -   0.99994573  x   1.00007120  =   1.00001693
 FJ0850!UTM  14      -   0.99994573  x   0.99995353  =   0.99989926
 FJ0850
 FJ0850:                Primary Azimuth Mark                     Grid Az
 FJ0850:SPC OK N     -  KICKAPOO AZ MK                           251 15 23.5
 FJ0850:SPC OK S     -  KICKAPOO AZ MK                           251 16 33.9
 FJ0850:UTM  14      -  KICKAPOO AZ MK                           250 40 58.9
 FJ0850
 FJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6937433076(NAD 83)
 FJ0850
 FJ0850|---------------------------------------------------------------------|
 FJ0850| PID    Reference Object                     Distance      Geod. Az  |
 FJ0850|                                                           dddmmss.s |
 FJ0850| CL4651 KICKAPOO RM 1                        21.683 METERS 07431     |
 FJ0850| FJ0895 MC LOUD MUNICIPAL TANK              APPROX.10.6 KM 1593717.9 |
 FJ0850| FJ0851 TT 2 EV                              27.730 METERS 20816     |
 FJ0850| FJ0911 HARRAH ST TERESA CATH CH CROSS      APPROX. 5.5 KM 2102914.4 |
 FJ0850| CL4650 KICKAPOO AZ MK                                     2514607.7 |
 FJ0850|---------------------------------------------------------------------|
 FJ0850
 FJ0850                          SUPERSEDED SURVEY CONTROL
 FJ0850
 FJ0850  NAD 83(1986)-  35 31 36.66726(N)    097 07 54.91802(W) AD(       ) 1
 FJ0850  NAD 27      -  35 31 36.43884(N)    097 07 53.81032(W) AD(       ) 1
 FJ0850
 FJ0850.Superseded values are not recommended for survey control.
 FJ0850
 FJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0850.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0850
 FJ0850_MARKER: DS = TRIANGULATION STATION DISK
 FJ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0850_STAMPING: KICKAPOO 1955
 FJ0850_MARK LOGO: CGS
 FJ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0850+STABILITY: SURFACE MOTION
 FJ0850
 FJ0850  HISTORY     - Date     Condition        Report By
 FJ0850  HISTORY     - 1955     MONUMENTED       CGS
 FJ0850  HISTORY     - 1968     GOOD             CGS
 FJ0850
 FJ0850                          STATION DESCRIPTION
 FJ0850
 FJ0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0850'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF
 FJ0850'MC LOUD, 3 MILES NORTHEAST OF HARRAH, 0.5 MILE EAST OF THE
 FJ0850'OKLAHOMA-LINCOLN COUNTY LINE, AND ON PROPERTY OWNED BY MRS.
 FJ0850'C.P. CARPENTER.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 7,
 FJ0850'T. 12 N., R. 2 E.
 FJ0850'
 FJ0850'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 270 IN
 FJ0850'HARRAH BY GOING EASTERLY ON HIGHWAY 62 FOR 1.65 MILE TO A
 FJ0850'CROSSROAD AT THE COUNTY LINE, TURN LEFT, NORTH, AND GO 2.2
 FJ0850'MILES TO A LANE ON THE RIGHT LEADING TO THE CARPENTER FARMHOUSE,
 FJ0850'TURN RIGHT, EAST, AND GO 0.2 MILE TO A GATE AT THE FARMHOUSE,
 FJ0850'PASS THROUGH THE GATE AND GO NORTH AND EAST THROUGH A BARNYARD
 FJ0850'FOR 0.15 MILE TO THE AZIMUTH MARK BY A FENCE CORNER-POST,
 FJ0850'CONTINUE NORTH AND EAST ON A TRACK ROAD 0.4 MILE TO THE
 FJ0850'STATION.
 FJ0850'
 FJ0850'THE STATION MARK IS 23 FEET NORTH OF THE TRACK ROAD, 5 FEET
 FJ0850'NORTHWEST OF A WITNESS POST, AND PROJECTS 2 INCHES.  THE
 FJ0850'DISK IS STAMPED KICKAPOO 1955.
 FJ0850'
 FJ0850'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE TRACK ROAD AND
 FJ0850'PROJECTS 4 INCHES.  THE DISK IS STAMPED KICKAPOO NO 1 1955.
 FJ0850'
 FJ0850'TT 2 EV, A STANDARD U.S.G.S. BENCH MARK DISK SET IN A 6 INCH
 FJ0850'SQUARE CONCRETE POST AND USED AS A REFERENCE MARK, IS 30 FEET
 FJ0850'SOUTH OF THE TRACK ROAD.  THE MARK PROJECTS 4 INCHES, AND
 FJ0850'THE DISK IS STAMPED TT 2 EV 1955.
 FJ0850'
 FJ0850'THE AZIMUTH MARK IS 2 FEET NORTH OF A WITNESS POST, 2 FEET
 FJ0850'NORTHEAST OF A FENCE CORNER-POST, 1 FOOT EAST OF A FENCE,
 FJ0850'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED KICKAPOO 1955.
 FJ0850'
 FJ0850'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0850
 FJ0850                          STATION RECOVERY (1968)
 FJ0850
 FJ0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JPA)
 FJ0850'KICKAPOO 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0850'
 FJ0850'KICKAPOO NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0850'
 FJ0850'USGS TT 2 EV 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0850'
 FJ0850'KICKAPOO 1955 AZIMUTH MARK, RECOVERED IN GOOD CONDITION AS
 FJ0850'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0959 ***********************************************************************
 GK0959  DESIGNATION -  KIDDER MONUMENT GLO
 GK0959  PID         -  GK0959
 GK0959  STATE/COUNTY-  OK/ELLIS
 GK0959  COUNTRY     -  US
 GK0959  USGS QUAD   -  SLAPOUT (2018)
 GK0959
 GK0959                         *CURRENT SURVEY CONTROL
 GK0959  ______________________________________________________________________
 GK0959* NAD 83(1993) POSITION- 36 30 01.73370(N) 100 00 03.89822(W)   ADJUSTED
 GK0959* NAVD 88 ORTHO HEIGHT -   753.    (meters)     2470.    (feet) SCALED
 GK0959  ______________________________________________________________________
 GK0959  GEOID HEIGHT    -        -27.943 (meters)                     GEOID18
 GK0959  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GK0959  HORZ ORDER      -  SECOND
 GK0959
 GK0959.The horizontal coordinates were established by classical geodetic methods
 GK0959.and adjusted by the National Geodetic Survey in November 1994.
 GK0959
 GK0959.The orthometric height was scaled from a topographic map.
 GK0959
 GK0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0959.GEOID18 height accuracy estimate available here.
 GK0959
 GK0959.Click photographs - Photos may exist for this station.
 GK0959
 GK0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0959
 GK0959. The following values were computed from the NAD 83(1993) position.
 GK0959
 GK0959;                    North         East     Units Scale Factor Converg.
 GK0959;SPC OK N     -   168,332.471   420,741.357   MT  0.99996225   -1 10 51.4
 GK0959;SPC OK N     -   552,270.78  1,380,382.27   sFT  0.99996225   -1 10 51.4
 GK0959;SPC TX N     - 1,278,432.885   334,295.668   MT  1.00008941   +0 52 07.2
 GK0959;SPC TX N     - 4,194,325.22  1,096,768.37   sFT  1.00008941   +0 52 07.2
 GK0959;UTM  14      - 4,039,927.410   410,346.971   MT  0.99969903   -0 35 43.8
 GK0959
 GK0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0959!SPC OK N     -   0.99988617  x   0.99996225  =   0.99984843
 GK0959!SPC TX N     -   0.99988617  x   1.00008941  =   0.99997557
 GK0959!UTM  14      -   0.99988617  x   0.99969903  =   0.99958524
 GK0959
 GK0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1034639927(NAD 83)
 GK0959
 GK0959|---------------------------------------------------------------------|
 GK0959| PID    Reference Object                     Distance      Geod. Az  |
 GK0959|                                                           dddmmss.s |
 GK0959| GK0972 KIDDER MONUMENT ECC                 355.075 METERS 25911     |
 GK0959|---------------------------------------------------------------------|
 GK0959
 GK0959                          SUPERSEDED SURVEY CONTROL
 GK0959
 GK0959  NAD 83(1986)-  36 30 01.74037(N)    100 00 03.88803(W) AD(       ) 2
 GK0959  NAD 27      -  36 30 01.60900(N)    100 00 02.42200(W) AD(       ) 2
 GK0959
 GK0959.Superseded values are not recommended for survey control.
 GK0959
 GK0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0959.See file dsdata.pdf to determine how the superseded data were derived.
 GK0959
 GK0959_MARKER: DS = TRIANGULATION STATION DISK
 GK0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0959_STAMPING: KIDDER 1927
 GK0959_MARK LOGO: CGS
 GK0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0959+STABILITY: SURFACE MOTION
 GK0959
 GK0959  HISTORY     - Date     Condition        Report By
 GK0959  HISTORY     - 1903     MONUMENTED       USGLO
 GK0959  HISTORY     - 1927     GOOD             CGS
 GK0959  HISTORY     - 1931     GOOD             CGS
 GK0959
 GK0959                          STATION DESCRIPTION
 GK0959
 GK0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 GK0959'RECOVERED IN GOOD CONDITION.
 GK0959
 GK0959                          STATION RECOVERY (1931)
 GK0959
 GK0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 GK0959'ABOUT 1,754 FEET E AND 243 FEET N OF OLD STONE AT OLD NE
 GK0959'CORNER OF LIPSCOMB COUNTY, TEXAS, AND E AND OF CIMARRON BASE
 GK0959'IN T. 23 N., R. 26 W., ON LAND BELONGING TO A.A. LARKEY,
 GK0959'WHOSE HOME IS 1/2 MILE TO S.  STATION IS IN CULTIVATED FIELD,
 GK0959'AND IS MARKED BY A CONCRETE MONUMENT, THE FRUSTUM OF A CONE
 GK0959'ABOUT 18 INCHES IN DIAMETER PROJECTING 30 INCHES ABOVE THE
 GK0959'GROUND, ENCASED IN ZINC, AND MARKED--
 GK0959'
 GK0959'IN 1927 A STANDARD DISK STATION MARK WAS SET IN MONUMENT.
 GK0959'REACHED FROM FOLLETT, TEXAS, BY FOLLOWING DESCRIPTION GIVEN
 GK0959'FOR STATION NE CORNER OF TEXAS (1928).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1084 ***********************************************************************
 DN1084  DESIGNATION -  KIERSEY
 DN1084  PID         -  DN1084
 DN1084  STATE/COUNTY-  OK/BRYAN
 DN1084  COUNTRY     -  US
 DN1084  USGS QUAD   -  DURANT SOUTH (2018)
 DN1084
 DN1084                         *CURRENT SURVEY CONTROL
 DN1084  ______________________________________________________________________
 DN1084* NAD 83(1993) POSITION- 33 59 52.81465(N) 096 27 14.43028(W)   ADJUSTED
 DN1084* NAVD 88 ORTHO HEIGHT -   231.    (meters)      758.    (feet) SCALED
 DN1084  ______________________________________________________________________
 DN1084  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 DN1084  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 DN1084  HORZ ORDER      -  SECOND
 DN1084
 DN1084.The horizontal coordinates were established by classical geodetic methods
 DN1084.and adjusted by the National Geodetic Survey in November 1994.
 DN1084
 DN1084.The orthometric height was scaled from a topographic map.
 DN1084
 DN1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1084.GEOID18 height accuracy estimate available here.
 DN1084
 DN1084.Click photographs - Photos may exist for this station.
 DN1084
 DN1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1084
 DN1084. The following values were computed from the NAD 83(1993) position.
 DN1084
 DN1084;                    North         East     Units Scale Factor Converg.
 DN1084;SPC OK S     -    74,821.682   742,822.133   MT  0.99998792   +0 52 39.1
 DN1084;SPC OK S     -   245,477.47  2,437,075.61   sFT  0.99998792   +0 52 39.1
 DN1084;UTM  14      - 3,764,857.228   735,151.529   MT  1.00028171   +1 25 27.4
 DN1084
 DN1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1084!SPC OK S     -   0.99996788  x   0.99998792  =   0.99995580
 DN1084!UTM  14      -   0.99996788  x   1.00028171  =   1.00024958
 DN1084
 DN1084:                Primary Azimuth Mark                     Grid Az
 DN1084:SPC OK S     -  KIERSEY AZ MK                            091 37 09.9
 DN1084:UTM  14      -  KIERSEY AZ MK                            091 04 21.6
 DN1084
 DN1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3515164857(NAD 83)
 DN1084
 DN1084|---------------------------------------------------------------------|
 DN1084| PID    Reference Object                     Distance      Geod. Az  |
 DN1084|                                                           dddmmss.s |
 DN1084| EL0746 DURANT ST HWY PATROL RAD MAST       APPROX. 7.5 KM 0814047.0 |
 DN1084| EL0748 DURANT REA RADIO MAST               APPROX. 9.3 KM 0822013.3 |
 DN1084| CY1399 KIERSEY RM 1                          7.348 METERS 08541     |
 DN1084| EL0755 DURANT RADIO STATION KSEO MAST      APPROX. 4.2 KM 0861344.8 |
 DN1084| EL0753 DURANT MUNICIPAL STANDPIPE          APPROX. 6.4 KM 0874305.9 |
 DN1084| CY1398 KIERSEY AZ MK                                      0922949.0 |
 DN1084| DN1085 DURANT FIRST METH CH TOWER          APPROX. 7.1 KM 0942321.7 |
 DN1084| DN1078 DURANT MILLING CO GRAIN ELEV        APPROX. 7.4 KM 0972838.4 |
 DN1084| DN1086 DURANT COT OIL PEANUT CORP STK      APPROX. 7.3 KM 1001436.8 |
 DN1084| CY1400 KIERSEY RM 2                         35.623 METERS 18030     |
 DN1084|---------------------------------------------------------------------|
 DN1084
 DN1084                          SUPERSEDED SURVEY CONTROL
 DN1084
 DN1084  NAD 83(1986)-  33 59 52.82019(N)    096 27 14.42255(W) AD(       ) 2
 DN1084  NAD 27      -  33 59 52.47000(N)    096 27 13.44860(W) AD(       ) 2
 DN1084
 DN1084.Superseded values are not recommended for survey control.
 DN1084
 DN1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1084.See file dsdata.pdf to determine how the superseded data were derived.
 DN1084
 DN1084_MARKER: DS = TRIANGULATION STATION DISK
 DN1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1084_STAMPING: KIERSEY 1955
 DN1084_MARK LOGO: CGS
 DN1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1084+STABILITY: SURFACE MOTION
 DN1084
 DN1084  HISTORY     - Date     Condition        Report By
 DN1084  HISTORY     - 1955     MONUMENTED       CGS
 DN1084
 DN1084                          STATION DESCRIPTION
 DN1084
 DN1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1084'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RISE AND ON
 DN1084'RIGHT OF WAY PROPERTY OF U.S. HIGHWAY 70.  IT IS ABOUT 5 MILES
 DN1084'AIRLINE WEST OF DURANT AND 6 MILES AIRLINE NORTH OF CALERA.
 DN1084'
 DN1084'TO REACH FROM THE U.S. POST OFFICE IN DURANT, GO SOUTH ON
 DN1084'THIRD AVENUE 1 BLOCK TO MAIN STREET.  TURN RIGHT AND GO WEST
 DN1084'ON MAIN STREET 0.4 MILE TO A TRAFFIC SIGNAL AND HIGHWAY JUNCTION.
 DN1084'CONTINUE WEST, ON U.S. HIGHWAY 70, FOR 3.4 MILES TO A LARGE
 DN1084'CUT BANK ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 DN1084'CONTINUE WEST 0.6 MILE TO THE TOP OF A RISE AND THE STATION
 DN1084'ON THE RIGHT.
 DN1084'
 DN1084'THE STATION MARK IS A STANDARD DISK STAMPED KIERSEY 1955,
 DN1084'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 DN1084'PROJECTS 2 INCHES.  IT IS LOCATED AT THE TOP OF A CUT BANK.
 DN1084'3 FEET SOUTH OF A FENCE LINE, 56.3 FEET NORTH OF THE CENTER
 DN1084'LINE OF U.S. HIGHWAY 70, 71 FEET EAST OF A CONCRETE FLUME,
 DN1084'AND 6.5 FEET SOUTHWEST OF A STANDARD WITNESS POST.
 DN1084'
 DN1084'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIERSEY NO 1
 DN1084'1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 DN1084'PROJECTS 2 INCHES.  IT IS 2 FEET SOUTH OF A FENCE LINE, 58 FEET
 DN1084'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND AT THE SAME ELEVATION
 DN1084'AS THE STATION.
 DN1084'
 DN1084'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIERSEY
 DN1084'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 DN1084'PROJECTS 1 INCH.  IT IS 60.5 FEET SOUTH OF THE CENTER LINE
 DN1084'OF THE HIGHWAY, 10 FEET NORTHEAST OF A POWER LINE POLE, 2
 DN1084'FEET NORTH OF A FENCE LINE, AND AT THE SAME ELEVATION AS
 DN1084'THE STATION.
 DN1084'
 DN1084'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIERSEY 1955, SET
 DN1084'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 DN1084'6 INCHES.  IT IS 18 INCHES NORTH OF A FENCE LINE, 15 FEET WEST OF
 DN1084'A FENCE CORNER, 57 FEET SOUTH OF THE CENTER LINE OF U.S.
 DN1084'HIGHWAY 70, 80 FEET NORTHWEST OF A FARM HOUSE, AND 128 YARDS
 DN1084'EAST OF A LARGE CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0649 ***********************************************************************
 GH0649  DESIGNATION -  KILDARE FARMERS COOP ELEVATOR
 GH0649  PID         -  GH0649
 GH0649  STATE/COUNTY-  OK/KAY
 GH0649  COUNTRY     -  US
 GH0649  USGS QUAD   -  KILDARE (2018)
 GH0649
 GH0649                         *CURRENT SURVEY CONTROL
 GH0649  ______________________________________________________________________
 GH0649* NAD 83(1997) POSITION- 36 48 36.28343(N) 097 02 44.95351(W)   ADJUSTED
 GH0649  ______________________________________________________________________
 GH0649  GEOID HEIGHT    -        -28.967 (meters)                     GEOID18
 GH0649  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 GH0649  HORZ ORDER      -  THIRD
 GH0649
 GH0649.The horizontal coordinates were established by classical geodetic methods
 GH0649.and adjusted by the National Geodetic Survey in October 1998.
 GH0649
 GH0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0649.GEOID18 height accuracy estimate available here.
 GH0649
 GH0649.Click photographs - Photos may exist for this station.
 GH0649
 GH0649.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0649
 GH0649. The following values were computed from the NAD 83(1997) position.
 GH0649
 GH0649;                    North         East     Units Scale Factor Converg.
 GH0649;SPC OK N     -   201,259.214   685,143.221   MT  1.00000821   +0 33 47.2
 GH0649;SPC OK N     -   660,297.94  2,247,840.72   sFT  1.00000821   +0 33 47.2
 GH0649;UTM  14      - 4,075,585.653   674,316.329   MT  0.99997436   +1 10 16.2
 GH0649
 GH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7431675585(NAD 83)
 GH0649
 GH0649                          SUPERSEDED SURVEY CONTROL
 GH0649
 GH0649  NAD 83(1993)-  36 48 36.28386(N)    097 02 44.95243(W) AD(       ) 3
 GH0649  NAD 83(1986)-  36 48 36.29531(N)    097 02 44.94235(W) AD(       ) 3
 GH0649  NAD 27      -  36 48 36.17261(N)    097 02 43.80872(W) AD(       ) 3
 GH0649
 GH0649.Superseded values are not recommended for survey control.
 GH0649
 GH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0649.See file dsdata.pdf to determine how the superseded data were derived.
 GH0649
 GH0649_MARKER: 65 = GRAIN ELEVATOR
 GH0649
 GH0649  HISTORY     - Date     Condition        Report By
 GH0649  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0649  HISTORY     - 1960     SEE DESCRIPTION  CGS
 GH0649
 GH0649                          STATION DESCRIPTION
 GH0649
 GH0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0649'THE STATION IS THE TOP-CENTER OF THE HEADHOUSE ATOP THE ELEVATOR.
 GH0649'IT IS IN THE NORTHEAST EDGE OF THE TOWN OF KILDARE.  THE
 GH0649'ELEVATOR CONSISTS OF SEVERAL CONCRETE CYLINDERS, WHITE IN
 GH0649'COLOR AND 165 FEET IN HEIGHT.  IT IS 1 MILE EAST OF U.S.
 GH0649'HIGHWAY 77 AND ON THE WEST SIDE OF THE RAILROAD TRACK AND
 GH0649'ON THE SOUTH SIDE OF THE ROAD WHICH LEADS INTO TOWN FROM
 GH0649'HIGHWAY 77.
 GH0649
 GH0649                          STATION RECOVERY (1960)
 GH0649
 GH0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 GH0649'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0678 ***********************************************************************
 GG0678  DESIGNATION -  KILL
 GG0678  PID         -  GG0678
 GG0678  STATE/COUNTY-  OK/ADAIR
 GG0678  COUNTRY     -  US
 GG0678  USGS QUAD   -  CHANCE (2019)
 GG0678
 GG0678                         *CURRENT SURVEY CONTROL
 GG0678  ______________________________________________________________________
 GG0678* NAD 83(1997) POSITION- 36 06 07.00887(N) 094 42 51.79372(W)   ADJUSTED
 GG0678* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 GG0678  ______________________________________________________________________
 GG0678  GEOID HEIGHT    -        -28.575 (meters)                     GEOID18
 GG0678  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 GG0678  HORZ ORDER      -  FIRST
 GG0678
 GG0678.The horizontal coordinates were established by classical geodetic methods
 GG0678.and adjusted by the National Geodetic Survey in February 2000.
 GG0678
 GG0678.The orthometric height was scaled from a topographic map.
 GG0678
 GG0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0678.GEOID18 height accuracy estimate available here.
 GG0678
 GG0678.Click photographs - Photos may exist for this station.
 GG0678
 GG0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0678
 GG0678. The following values were computed from the NAD 83(1997) position.
 GG0678
 GG0678;                    North         East     Units Scale Factor Converg.
 GG0678;SPC OK N     -   127,269.503   895,788.791   MT  0.99994606   +1 56 20.4
 GG0678;SPC OK N     -   417,550.03  2,938,933.73   sFT  0.99994606   +1 56 20.4
 GG0678;UTM  15      - 3,996,616.578   345,678.375   MT  0.99989344   -1 00 37.3
 GG0678
 GG0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0678!SPC OK N     -   0.99995063  x   0.99994606  =   0.99989669
 GG0678!UTM  15      -   0.99995063  x   0.99989344  =   0.99984408
 GG0678
 GG0678:                Primary Azimuth Mark                     Grid Az
 GG0678:SPC OK N     -  SILOAM SPRINGS RAD KUOA MAST             051 50 28.9
 GG0678:UTM  15      -  SILOAM SPRINGS RAD KUOA MAST             054 47 26.6
 GG0678
 GG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4567896616(NAD 83)
 GG0678
 GG0678|---------------------------------------------------------------------|
 GG0678| PID    Reference Object                     Distance      Geod. Az  |
 GG0678|                                                           dddmmss.s |
 GG0678| GG0672 SILOAM SPRINGS RAD KUOA MAST        APPROX.16.6 KM 0534649.3 |
 GG0678| CI1813 KILL RM 1                            28.933 METERS 23721     |
 GG0678| CI1814 KILL RM 2                            28.830 METERS 28040     |
 GG0678|---------------------------------------------------------------------|
 GG0678
 GG0678                          SUPERSEDED SURVEY CONTROL
 GG0678
 GG0678  NAD 83(1993)-  36 06 07.01064(N)    094 42 51.79229(W) AD(       ) 1
 GG0678  NAD 83(1986)-  36 06 07.01870(N)    094 42 51.79153(W) AD(       ) 1
 GG0678  NAD 27      -  36 06 06.71200(N)    094 42 50.97100(W) AD(       ) 1
 GG0678
 GG0678.Superseded values are not recommended for survey control.
 GG0678
 GG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0678.See file dsdata.pdf to determine how the superseded data were derived.
 GG0678
 GG0678_MARKER: DS = TRIANGULATION STATION DISK
 GG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0678_STAMPING: KILL 1939
 GG0678_MARK LOGO: CGS
 GG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0678+STABILITY: SURFACE MOTION
 GG0678
 GG0678  HISTORY     - Date     Condition        Report By
 GG0678  HISTORY     - 1939     MONUMENTED       CGS
 GG0678  HISTORY     - 1960     GOOD             CGS
 GG0678  HISTORY     - 1960     GOOD             CGS
 GG0678
 GG0678                          STATION DESCRIPTION
 GG0678
 GG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0678'ABOUT 7.5 MILES WEST OF WATTS AND ABOUT 3.5 MILES EAST
 GG0678'OF CHEWEY, ON THE SOUTH SIDE OF THE ILLINOIS RIVER, ON THE
 GG0678'NORTH END OF A RIDGE AT THE HEADWATERS OF THE KILL AND
 GG0678'TAHLEQUAH HOLLOWS, IN THE SOUTHEAST QUARTER OF SEC. 23, T. 19 N.,
 GG0678'R. 24 E., 30 FEET SOUTH OF A TRIANGULAR-BLAZED OAK TREE AND
 GG0678'20 FEET WEST OF AN OLD ROAD.  TOP OF RIDGE ON WHICH STATION IS
 GG0678'LOCATED IS COVERED WITH LARGE OAK TREES AND UNDERBRUSH.
 GG0678'
 GG0678'TO REACH FROM WATTS GO SOUTH ON STATE HIGHWAY 17 FOR 1.1 MILES
 GG0678'TO A GAS STATION ON THE WEST SIDE OF THE ROAD, THENCE RIGHT
 GG0678'(WEST) JUST PAST GAS STATION AND GO 6.0 MILES, THENCE RIGHT
 GG0678'(NORTH) 0.25 MILE, THENCE LEFT (WEST) 0.8 MILE TO THE NORTHWEST
 GG0678'CORNER OF A FIELD, THENCE RIGHT (NORTH) 0.15 MILE TO A FORK,
 GG0678'THENCE RIGHT FORK (NORTHWEST) 0.45 MILE TO A CROSS ROAD,
 GG0678'CONTINUE STRAIGHT AHEAD 0.15 MILE TO A DIM FORK, THENCE LEFT
 GG0678'FORK 0.1 MILE TO STATION.
 GG0678'
 GG0678'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0678'BRONZE DISKS SET IN CONCRETE.
 GG0678'
 GG0678'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION ON THE
 GG0678'TOP OF THE FIRST RIDGE TO THE WEST.
 GG0678'
 GG0678'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GG0678
 GG0678                          STATION RECOVERY (1960)
 GG0678
 GG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GG0678'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN GOOD
 GG0678'CONDITION AS DESCRIBED THE DISK OF REFERENCE MARK NO. 2
 GG0678'HAS BEEN REMOVED FROM THE CONCRETE MONUMENT AS EVIDENT OF THE
 GG0678'HOLE FROM THE SHANK OF THE DISK.  THE CONCRETE MONUMENT APPEARS
 GG0678'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED
 GG0678'FOR.  DESCRIPTION IS ADEQUATE.
 GG0678
 GG0678                          STATION RECOVERY (1960)
 GG0678
 GG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0678'THE STATION, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED AS
 GG0678'DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION MARK RECOVERED
 GG0678'ABOUT 25 FEET SOUTH OF AN OLD WOODS ROAD.  THE DISK HAD BEEN
 GG0678'REMOVED FROM R.M. NO. 2 BUT THE HOLE FOR THE DISK STILL VISABLE.
 GG0678'
 GG0678'THE AZIMUTH MARK RECOVERED ON THE NORTHEAST SLOPE OF HIGH HILL
 GG0678'TO WEST AND IS TO NORTHEAST OF THE SUMMIT OF THE HILL.
 GG0678'
 GG0678'TO REACH FROM WATTS, FROM THE RAILROAD STATION, GO SOUTHWEST
 GG0678'ON U.S. HIGHWAY 59 FOR 1.3 MILES TO FORKS JUST BEFORE REACHING
 GG0678'A CONCRETE BRIDGE, TAKE RIGHT FORK OFF HIGHWAY AND GO SOUTHERLY
 GG0678'FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON
 GG0678'MAIN ROAD FOR 5.7 MILES, TURN RIGHT AND GO NORTH FOR 0.25 MILE,
 GG0678'TURN LEFT AND GO WEST ON MAIN ROAD AND OLD WOODS ROAD FOR
 GG0678'A DISTANCE OF 0.8 MILE TO NORTHWEST CORNER OF A FIELD, BEAR
 GG0678'RIGHT FOR 0.15 MILE TO FORKS, THENCE RIGHT FORK FOR 0.45 MILE
 GG0678'TO A DIM CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO
 GG0678'A DIM FORK, TAKE LEFT FORK ON A VERY DIM ROAD FOR 0.1 MILE TO
 GG0678'STATION TO SOUTH OF OLD DIM ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1076 ***********************************************************************
 EM1076  DESIGNATION -  KILLPORT
 EM1076  PID         -  EM1076
 EM1076  STATE/COUNTY-  OK/TILLMAN
 EM1076  COUNTRY     -  US
 EM1076  USGS QUAD   -  WHITE LAKE (2018)
 EM1076
 EM1076                         *CURRENT SURVEY CONTROL
 EM1076  ______________________________________________________________________
 EM1076* NAD 83(1993) POSITION- 34 27 31.29805(N) 099 10 16.25247(W)   ADJUSTED
 EM1076* NAD 83(1993) ELLIP HT-   352.800 (meters)        (11/28/94)   ADJUSTED
 EM1076* NAVD 88 ORTHO HEIGHT -   380.4   (meters)     1248.    (feet) VERTCON3
 EM1076  ______________________________________________________________________
 EM1076  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 EM1076  NAD 83(1993) X  -   -839,148.768 (meters)                     COMP
 EM1076  NAD 83(1993) Y  - -5,197,624.300 (meters)                     COMP
 EM1076  NAD 83(1993) Z  -  3,588,714.371 (meters)                     COMP
 EM1076  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 EM1076  HORZ ORDER      -  SECOND
 EM1076  ELLP ORDER      -  FIFTH     CLASS I
 EM1076
 EM1076.This mark is at Tipton Airport (OK26)
 EM1076
 EM1076.The horizontal coordinates were established by GPS observations
 EM1076.and adjusted by the National Geodetic Survey in November 1994.
 EM1076
 EM1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1076
 EM1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1076.GEOID18 height accuracy estimate available here.
 EM1076
 EM1076.Click photographs - Photos may exist for this station.
 EM1076
 EM1076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1076
 EM1076.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1076
 EM1076.The ellipsoidal height was determined by GPS observations
 EM1076.and is referenced to NAD 83.
 EM1076
 EM1076. The following values were computed from the NAD 83(1993) position.
 EM1076
 EM1076;                    North         East     Units Scale Factor Converg.
 EM1076;SPC OK S     -   125,452.765   492,394.764   MT  0.99993833   -0 39 53.2
 EM1076;SPC OK S     -   411,589.61  1,615,465.15   sFT  0.99993833   -0 39 53.2
 EM1076;UTM  14      - 3,813,030.241   484,277.251   MT  0.99960305   -0 05 48.7
 EM1076
 EM1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1076!SPC OK S     -   0.99994462  x   0.99993833  =   0.99988296
 EM1076!UTM  14      -   0.99994462  x   0.99960305  =   0.99954769
 EM1076
 EM1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8427713030(NAD 83)
 EM1076
 EM1076                          SUPERSEDED SURVEY CONTROL
 EM1076
 EM1076  NAD 83(1986)-  34 27 31.30446(N)    099 10 16.24368(W) AD(       ) 2
 EM1076  NGVD 29 (11/30/89)  380.2    (m)  RAPSU86  model used  GPS OBS        
 EM1076
 EM1076.Superseded values are not recommended for survey control.
 EM1076
 EM1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1076.See file dsdata.pdf to determine how the superseded data were derived.
 EM1076
 EM1076_MARKER: I = METAL ROD
 EM1076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1076_STAMPING: KILLPORT 1989
 EM1076_MARK LOGO: NGS
 EM1076_PROJECTION: FLUSH
 EM1076_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1076+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EM1076_ROD/PIPE-DEPTH: 11.7 meters
 EM1076_SLEEVE-DEPTH  : 1.0 meters
 EM1076
 EM1076  HISTORY     - Date     Condition        Report By
 EM1076  HISTORY     - 1989     MONUMENTED       NGS
 EM1076
 EM1076                          STATION DESCRIPTION
 EM1076
 EM1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1076'THE STATION IS LOCATED ABOUT 25.0 KM (15.55 MI) SOUTHEAST OF ALTUS,
 EM1076'15.8 KM (9.80 MI) NORTHWEST OF FREDERICK, AND 5.5 KM (3.40 MI)
 EM1076'SOUTHWEST OF TIPTON, AT THE TIPTON MUNICIPAL AIRPORT, IN THE NORTHEAST
 EM1076'ANGLE OF THE SINGLE ASPHALT RUNWAY AND THE MAIN CONNECTING TAXIWAY.
 EM1076'OWNERSHIP--CITY OF TIPTON, P.O.BOX 460, TIPTON OK 73750.  AIRPORT
 EM1076'MANAGER IS MARVIN HUFF.  PHONE NUMBER (405) 667-5211 OR HOME NUMBER
 EM1076'(405) 667-5346.
 EM1076'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 5C EAST
 EM1076'OF TIPTON, GO WEST FOR 3.2 KM (2.00 MI) ON HIGHWAY 5 TO A DIRT ROAD ON
 EM1076'THE LEFT.  TURN LEFT AND GO SOUTH FOR 5.4 KM (3.35 MI) ON THE DIRT
 EM1076'ROAD (WHICH TURNS TO A PAVED ROAD) TO A GRAVELED ROAD ON THE RIGHT.
 EM1076'TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE
 EM1076'ROAD TO AN AIRPLANE HANGAR ON THE RIGHT AND A PARKING LOT.  TURN LEFT
 EM1076'AND GO SOUTHWEST FOR 100 METERS TO THE MAIN CONNECTING TAXIWAY.  TURN
 EM1076'RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE STATION
 EM1076'ON THE RIGHT JUST BEFORE REACHING THE RUNWAY.
 EM1076'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EM1076'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.7 METERS  IN A GREASE
 EM1076'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1076'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1076'14.3 M (46.9 FT) EAST FROM THE CENTER OF THE RUNWAY, 8.5 M (27.9 FT)
 EM1076'NORTH FROM THE CENTER OF THE TAXIWAY, 5.2 M (17.1 FT) WEST-NORTHWEST
 EM1076'FROM THE CENTER OF A 0.6 METER CORRUGATED METAL CULVERT UNDER THE
 EM1076'TAXIWAY, AND 0.5 M (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 EM1076'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1077 ***********************************************************************
 EM1077  DESIGNATION -  KILLPORT AZ MK
 EM1077  PID         -  EM1077
 EM1077  STATE/COUNTY-  OK/TILLMAN
 EM1077  COUNTRY     -  US
 EM1077  USGS QUAD   -  WHITE LAKE (2018)
 EM1077
 EM1077                         *CURRENT SURVEY CONTROL
 EM1077  ______________________________________________________________________
 EM1077* NAD 83(1993) POSITION- 34 27 45.96581(N) 099 10 16.34131(W)   ADJUSTED
 EM1077* NAD 83(1993) ELLIP HT-   352.903 (meters)        (11/28/94)   ADJUSTED
 EM1077* NAVD 88 ORTHO HEIGHT -   380.6   (meters)     1249.    (feet) VERTCON3
 EM1077  ______________________________________________________________________
 EM1077  GEOID HEIGHT    -        -27.532 (meters)                     GEOID18
 EM1077  NAD 83(1993) X  -   -839,110.256 (meters)                     COMP
 EM1077  NAD 83(1993) Y  - -5,197,371.532 (meters)                     COMP
 EM1077  NAD 83(1993) Z  -  3,589,087.109 (meters)                     COMP
 EM1077  LAPLACE CORR    -          4.13  (seconds)                    DEFLEC18
 EM1077  HORZ ORDER      -  SECOND
 EM1077  ELLP ORDER      -  FIFTH     CLASS I
 EM1077
 EM1077.This mark is at Tipton Airport (OK26)
 EM1077
 EM1077.The horizontal coordinates were established by GPS observations
 EM1077.and adjusted by the National Geodetic Survey in November 1994.
 EM1077
 EM1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1077
 EM1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1077.GEOID18 height accuracy estimate available here.
 EM1077
 EM1077.Click photographs - Photos may exist for this station.
 EM1077
 EM1077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1077
 EM1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1077
 EM1077.The ellipsoidal height was determined by GPS observations
 EM1077.and is referenced to NAD 83.
 EM1077
 EM1077. The following values were computed from the NAD 83(1993) position.
 EM1077
 EM1077;                    North         East     Units Scale Factor Converg.
 EM1077;SPC OK S     -   125,904.707   492,397.741   MT  0.99993818   -0 39 53.3
 EM1077;SPC OK S     -   413,072.36  1,615,474.92   sFT  0.99993818   -0 39 53.3
 EM1077;UTM  14      - 3,813,482.038   484,275.748   MT  0.99960305   -0 05 48.8
 EM1077
 EM1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1077!SPC OK S     -   0.99994461  x   0.99993818  =   0.99988279
 EM1077!UTM  14      -   0.99994461  x   0.99960305  =   0.99954768
 EM1077
 EM1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8427513482(NAD 83)
 EM1077
 EM1077                          SUPERSEDED SURVEY CONTROL
 EM1077
 EM1077  NAD 83(1986)-  34 27 45.97219(N)    099 10 16.33222(W) AD(       ) 2
 EM1077  NGVD 29 (11/30/89)  380.4    (m)  RAPSU86  model used  GPS OBS        
 EM1077
 EM1077.Superseded values are not recommended for survey control.
 EM1077
 EM1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1077.See file dsdata.pdf to determine how the superseded data were derived.
 EM1077
 EM1077_MARKER: I = METAL ROD
 EM1077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1077_STAMPING: KILLPORT AZ MK 1989
 EM1077_MARK LOGO: NGS
 EM1077_PROJECTION: FLUSH
 EM1077_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1077+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EM1077_ROD/PIPE-DEPTH: 13.7 meters
 EM1077_SLEEVE-DEPTH  : 1.0 meters
 EM1077
 EM1077  HISTORY     - Date     Condition        Report By
 EM1077  HISTORY     - 1989     MONUMENTED       NGS
 EM1077
 EM1077                          STATION DESCRIPTION
 EM1077
 EM1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EM1077'THE STATION IS LOCATED ABOUT 25.0 KM (15.55 MI) SOUTHEAST OF ALTUS,
 EM1077'15.8 KM (9.80 MI) NORTWEST OF FREDERICK, AND 5.5 KM (3.40 MI)
 EM1077'SOUTHWEST OF TIPTON, AT THE TIPTON MUNICIPAL AIRPORT, ALONG THE EAST
 EM1077'EDGE OF THE SINGLE ASPHALT RUNWAY NEAR THE NORTH END OF THE RUNWAY.
 EM1077'OWNERSHIP--CITY OF TIPTON, C/O AIRPORT MANAGER MARVIN HUFF, P O BOX
 EM1077'460, TIPTON OK 73750.  PHONE (405) 667-5211 OR HOME (405) 667-5346.
 EM1077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 5C EAST
 EM1077'OF TIPTON, GO WEST FOR 3.2 KM (2.00 MI) ON HIGHWAY 5 TO A DIRT ROAD ON
 EM1077'THE LEFT.  TURN LEFT AND GO SOUTH FOR 5.4 KM (3.35 MI) ON THE DIRT
 EM1077'ROAD (WHICH TURNS TO A PAVED ROAD) TO A GRAVEL ROAD ON THE RIGHT. TURN
 EM1077'RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE GRAVEL ROAD TO AN
 EM1077'AIRPLANE HANGAR ON THE RIGHT AND A PARKING LOT.  TURN LEFT AND GO
 EM1077'SOUTHWEST FOR 100 METERS ACROSS THE PARKING LOT TO THE MAIN CONNECTING
 EM1077'TAXIWAY, TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING
 EM1077'TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI)
 EM1077'ON THE RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE END
 EM1077'OF THE RUNWAY.
 EM1077'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EM1077'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 13.7 METERS IN A GREASE
 EM1077'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EM1077'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EM1077'14.0 M (45.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE NORTH END OF
 EM1077'THE RUNWAY, 12.3 M (40.4 FT) EAST FROM THE CENTER OF THE RUNWAY, 8.5 M
 EM1077'(27.9 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE NORTH END OF THE
 EM1077'RUNWAY, AND 0.9 M (3.0 FT) WEST FROM A FIBERGLASS WITNESS POST.
 EM1077'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0642 ***********************************************************************
 GJ0642  DESIGNATION -  KING
 GJ0642  PID         -  GJ0642
 GJ0642  STATE/COUNTY-  OK/WOODS
 GJ0642  COUNTRY     -  US
 GJ0642  USGS QUAD   -  FREEDOM NW (2018)
 GJ0642
 GJ0642                         *CURRENT SURVEY CONTROL
 GJ0642  ______________________________________________________________________
 GJ0642* NAD 83(1997) POSITION- 36 59 58.13523(N) 099 11 46.71240(W)   ADJUSTED
 GJ0642* NAVD 88 ORTHO HEIGHT -   619.15  (+/-2cm)     2031.3   (feet) VERTCON3
 GJ0642  ______________________________________________________________________
 GJ0642  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 GJ0642  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 GJ0642  HORZ ORDER      -  SECOND
 GJ0642  VERT ORDER      -  THIRD ? (See Below)
 GJ0642
 GJ0642.The horizontal coordinates were established by classical geodetic methods
 GJ0642.and adjusted by the National Geodetic Survey in October 1998.
 GJ0642
 GJ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0642
 GJ0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0642.GEOID18 height accuracy estimate available here.
 GJ0642
 GJ0642.The vertical order pertains to the NGVD 29 superseded value.
 GJ0642
 GJ0642.Click photographs - Photos may exist for this station.
 GJ0642
 GJ0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0642
 GJ0642. The following values were computed from the NAD 83(1997) position.
 GJ0642
 GJ0642;                    North         East     Units Scale Factor Converg.
 GJ0642;SPC OK N     -   222,516.692   493,511.102   MT  1.00005077   -0 42 21.6
 GJ0642;SPC OK N     -   730,040.18  1,619,127.67   sFT  1.00005077   -0 42 21.6
 GJ0642;UTM  14      - 4,094,832.916   482,533.069   MT  0.99960376   -0 07 05.3
 GJ0642
 GJ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0642!SPC OK N     -   0.99990724  x   1.00005077  =   0.99995801
 GJ0642!UTM  14      -   0.99990724  x   0.99960376  =   0.99951104
 GJ0642
 GJ0642:                Primary Azimuth Mark                     Grid Az
 GJ0642:SPC OK N     -  KING AZ MK                               186 11 24.6
 GJ0642:UTM  14      -  KING AZ MK                               185 36 08.3
 GJ0642
 GJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8253394832(NAD 83)
 GJ0642
 GJ0642|---------------------------------------------------------------------|
 GJ0642| PID    Reference Object                     Distance      Geod. Az  |
 GJ0642|                                                           dddmmss.s |
 GJ0642| CK9175 KING RM 1                            34.543 METERS 11308     |
 GJ0642| CK9174 KING AZ MK                                         1852903.0 |
 GJ0642| CK9176 KING RM 2                            44.577 METERS 27028     |
 GJ0642|---------------------------------------------------------------------|
 GJ0642
 GJ0642                          SUPERSEDED SURVEY CONTROL
 GJ0642
 GJ0642  NAD 83(1993)-  36 59 58.13781(N)    099 11 46.71463(W) AD(       ) 2
 GJ0642  NAD 83(1986)-  36 59 58.13714(N)    099 11 46.70257(W) AD(       ) 2
 GJ0642  NAD 27      -  36 59 58.03701(N)    099 11 45.31293(W) AD(       ) 2
 GJ0642  NGVD 29             618.89   (m)         2030.5    (f) LEVELING    3  
 GJ0642
 GJ0642.Superseded values are not recommended for survey control.
 GJ0642
 GJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0642.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0642
 GJ0642_MARKER: DS = TRIANGULATION STATION DISK
 GJ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0642_STAMPING: KING 1934
 GJ0642_MARK LOGO: CGS
 GJ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0642+STABILITY: SURFACE MOTION
 GJ0642
 GJ0642  HISTORY     - Date     Condition        Report By
 GJ0642  HISTORY     - 1934     MONUMENTED       CGS
 GJ0642
 GJ0642                          STATION DESCRIPTION
 GJ0642
 GJ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0642'STATION IS LOCATED CLOSE TO KANSAS-OKLAHOMA STATE LINE, ABOUT
 GJ0642'1/4 MILE WEST OF NORTHEAST CORNER OF SEC. 13, T. 29 N., R. 19
 GJ0642'W., 16 MILES NORTH AND 4.5 MILES WEST OF FREEDOM, ON PROPERTY
 GJ0642'OF MRS. ALAMEDA KING AND TENANTED BY HER NEPHEW, MR. HORACE
 GJ0642'PARKER.
 GJ0642'
 GJ0642'REACHED FROM THE JUNCTION OF STATE HIGHWAY 1 AND COUNTY HIGHWAY
 GJ0642'714, 16 MILES SOUTH OF COLDWATER, BY GOING SOUTH ON STATE
 GJ0642'HIGHWAY 1 7.4 MILES OR 2.4 MILES PAST SIGN MARKING STATE
 GJ0642'LINE TO A CROSSROAD WITH CONCRETE BLOCK HOUSE TO THE SOUTHEAST,
 GJ0642'TURN LEFT (EAST) ON DIRT ROAD AND GO 3.0 MILES TO T-ROAD LEFT,
 GJ0642'TURN LEFT (NORTH) ON DIRT ROAD AND GO 1.25 MILES TO HOUSE ON
 GJ0642'RIGHT, CONTINUE NORTH ON TRAIL 0.55 MILE TO AUTO GATE IN
 GJ0642'EAST-AND-WEST FENCE.  FROM THIS POINT THE STATION SITE CAN
 GJ0642'BE SEEN ABOUT 3/4 OF A MILE TO THE EAST ON THE HIGH GROUND
 GJ0642'ALONG THE FENCE LINE, HOWEVER THERE IS A CREEK BED BETWEEN,
 GJ0642'THAT HAD BEST BE CROSSED BY GOING 0.15 MILE NORTH OF
 GJ0642'WINDMILL WHICH CAN BE SEEN TO THE NORTHEAST.  GO NORTH ON
 GJ0642'TRAIL ACROSS PASTURE 0.45 MILE, BEAR RIGHT (NORTHEAST) ON
 GJ0642'TRAIL LEADING TOWARD WINDMILL AND GO 0.55 MILE (OR 0.15
 GJ0642'MILE PAST WINDMILL) TO CREEK CROSSING, LEAVE TRAIL AND GO
 GJ0642'SOUTHEAST UP GRADE ACROSS PASTURE 1.25 MILES TO HIGH POINT
 GJ0642'ALONG FENCE AND STATION.
 GJ0642'
 GJ0642'MARK IS SET IN NORTHEAST EDGE OF CULTIVATED FIELD, 7.0 FEET
 GJ0642'SOUTH OF FENCE (WHICH FENCE IS KNOWN LOCALLY AS THE STATE
 GJ0642'LINE) AND 110 FEET WEST-SOUTHWEST OF T-FENCE CORNER.
 GJ0642'
 GJ0642'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF STATION IN
 GJ0642'EAST-AND-WEST FENCE LINE AND 50 FEET WEST OF FENCE CORNER.
 GJ0642'
 GJ0642'REFERENCE MARK NO. 1 IS 113.33 FEET EAST-SOUTHEAST OF STATION
 GJ0642'IN NORTH-AND-SOUTH FENCE AND 45 FEET SOUTH OF FENCE CORNER.
 GJ0642'
 GJ0642'REFERENCE MARK NO. 2 IS 146.25 FEET WEST OF STATION AND
 GJ0642'6.5 FEET SOUTH OF EAST-AND-WEST FENCE LINE.
 GJ0642'
 GJ0642'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0642'BRONZE DISKS SET IN CONCRETE.
 GJ0642'
 GJ0642'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1081 ***********************************************************************
 FH1081  DESIGNATION -  KING RESET
 FH1081  PID         -  FH1081
 FH1081  STATE/COUNTY-  OK/MUSKOGEE
 FH1081  COUNTRY     -  US
 FH1081  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH1081
 FH1081                         *CURRENT SURVEY CONTROL
 FH1081  ______________________________________________________________________
 FH1081* NAD 83(1993) POSITION- 35 47 59.56572(N) 095 18 17.36819(W)   ADJUSTED
 FH1081* NAVD 88 ORTHO HEIGHT -   161.0   (meters)      528.    (feet) VERTCON3
 FH1081  ______________________________________________________________________
 FH1081  GEOID HEIGHT    -        -29.402 (meters)                     GEOID18
 FH1081  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 FH1081  HORZ ORDER      -  FIRST
 FH1081
 FH1081.The horizontal coordinates were established by classical geodetic methods
 FH1081.and adjusted by the National Geodetic Survey in November 1994.
 FH1081
 FH1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1081
 FH1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1081.GEOID18 height accuracy estimate available here.
 FH1081
 FH1081.Click photographs - Photos may exist for this station.
 FH1081
 FH1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1081
 FH1081. The following values were computed from the NAD 83(1993) position.
 FH1081
 FH1081;                    North         East     Units Scale Factor Converg.
 FH1081;SPC OK N     -    92,129.867   843,579.827   MT  0.99996586   +1 35 26.0
 FH1081;SPC OK N     -   302,262.74  2,767,644.82   sFT  0.99996586   +1 35 26.0
 FH1081;UTM  15      - 3,964,203.680   291,730.210   MT  1.00013453   -1 20 55.3
 FH1081
 FH1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1081!SPC OK N     -   0.99997934  x   0.99996586  =   0.99994521
 FH1081!UTM  15      -   0.99997934  x   1.00013453  =   1.00011387
 FH1081
 FH1081:                Primary Azimuth Mark                     Grid Az
 FH1081:SPC OK N     -  KING AZ MK                               355 38 32.5
 FH1081:UTM  15      -  KING AZ MK                               358 34 53.8
 FH1081
 FH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9173064203(NAD 83)
 FH1081
 FH1081|---------------------------------------------------------------------|
 FH1081| PID    Reference Object                     Distance      Geod. Az  |
 FH1081|                                                           dddmmss.s |
 FH1081| FH1084 FORT GIBSON MUNICIPAL TANK          APPROX. 4.9 KM 0775002.6 |
 FH1081| FH1087 MUSKOGEE RBANK PWR PLT E STK        APPROX. 4.0 KM 1700518.6 |
 FH1081| FH1086 MUSKOGEE RBANK PWR PLT W STK        APPROX. 4.0 KM 1702126.6 |
 FH1081| FH1062 MUSKOGEE STA KBIX RADIO MAST        APPROX. 8.1 KM 2265116.4 |
 FH1081| FH1082 MUSKOGEE BACONE COLLEGE SPIRE       APPROX. 3.7 KM 2273442.2 |
 FH1081| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX.10.8 KM 2483110.3 |
 FH1081| CI1816 KING RM 1                            45.023 METERS 27333     |
 FH1081| CI1817 KING RM 2                            34.646 METERS 31453     |
 FH1081| CI1815 KING AZ MK                                         3571358.5 |
 FH1081|---------------------------------------------------------------------|
 FH1081
 FH1081                          SUPERSEDED SURVEY CONTROL
 FH1081
 FH1081  NAD 83(1986)-  35 47 59.58571(N)    095 18 17.35247(W) AD(       ) 1
 FH1081  NAD 27      -  35 47 59.23000(N)    095 18 16.47800(W) AD(       ) 1
 FH1081  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG       
 FH1081
 FH1081.Superseded values are not recommended for survey control.
 FH1081
 FH1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1081.See file dsdata.pdf to determine how the superseded data were derived.
 FH1081
 FH1081_MARKER: DH = HORIZONTAL CONTROL DISK
 FH1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1081_STAMPING: KING 1940 1977
 FH1081_MARK LOGO: NGS
 FH1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1081+STABILITY: SURFACE MOTION
 FH1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1081+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2012
 FH1081
 FH1081  HISTORY     - Date     Condition        Report By
 FH1081  HISTORY     - 1940     MONUMENTED       CGS
 FH1081  HISTORY     - 1955     GOOD             SSC
 FH1081  HISTORY     - 1960     GOOD             CGS
 FH1081  HISTORY     - 1977     SEE DESCRIPTION  NGS
 FH1081  HISTORY     - 20120604 GOOD             INDIV
 FH1081
 FH1081                          STATION DESCRIPTION
 FH1081
 FH1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1081'STATION IS LOCATED ABOUT 5 MILES NE OF MUSKOGEE AND 3 MILES
 FH1081'W OF FORT GIBSON, ON THE N BANK OF THE ARKANSAS RIVER, ON
 FH1081'PROPERTY OF J.H. KING, WHO LIVES ABOUT 0.1 MILE W OF THE
 FH1081'STATION.
 FH1081'
 FH1081'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1081'DISKS SET IN CONCRETE.
 FH1081'
 FH1081'STATION MARK IS STAMPED KING 1940, AND PROJECTS 6 INCHES.
 FH1081'IT IS 24 FEET S OF A FENCE, 32 FEET S OF THE CENTER OF RIVER
 FH1081'ROAD, 75 FEET E OF A T-ROAD INTERSECTION, 85 FEET E OF 2-POWER
 FH1081'LINE POLES, 8 FEET W OF A WHITE REFERENCE POST AND 20 FEET
 FH1081'N OF THE N BANK OF THE RIVER.
 FH1081'
 FH1081'REFERENCE MARK NO.1 IS STAMPED KING NO.1, 1940, AND PROJECTS
 FH1081'4 INCHES.  IT IS 57 FEET S OF THE CENTER OF THE MAIN ROAD,
 FH1081'16 FEET N OF A 22-INCH TREE, 50 FEET N OF THE RIVER BANK
 FH1081'AND ON SAME LEVEL AS THE STATION.  REFERENCE MARK NO.2 IS
 FH1081'STAMPED KING NO.2, 1940, AND PROJECTS 3 INCHES.  IT IS 1
 FH1081'FOOT E OF A FENCE, 18 FEET W OF THE CENTER OF A DIRT ROAD,
 FH1081'22 FEET N OF A FENCE CORNER, 32 FEET NW OF A T-ROAD
 FH1081'INTERSECTION AND ON SAME LEVEL AS THE STATION.
 FH1081'
 FH1081'THE AZIMUTH MARK IS STAMPED KING 1940, AND PROJECTS 6 INCHES.
 FH1081'IT IS 5 FEET N OF A WHITE REFERENCE POST, 23 FEET W OF THE
 FH1081'CENTER OF THE MAIN ROAD LEADING TO STATION, 3 FEET S OF
 FH1081'A FENCE CORNER AT A GATE.
 FH1081'
 FH1081'TO REACH THE STATION FROM FORT GIBSON, GO W AND NW ON OILED
 FH1081'ROAD 0.55 MILE TO OLD FORT ON THE RIGHT, TURN LEFT ACROSS
 FH1081'RAILROAD TRACKS AND CONTINUE W ON MAIN ROAD 2.9 MILES TO
 FH1081'A CROSS ROAD, TURN LEFT (S) AND GO 0.55 MILE TO THE AZIMUTH
 FH1081'MARK ON THE RIGHT, CONTINUE S 0.5 MILE TO JUNCTION OF ROAD
 FH1081'ALONG RIVER AND STATION.
 FH1081'
 FH1081'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1081
 FH1081                          STATION RECOVERY (1955)
 FH1081
 FH1081'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 FH1081'RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1081'
 FH1081'STATION, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED
 FH1081'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 1 WAS NOT
 FH1081'RECOVERED.
 FH1081
 FH1081                          STATION RECOVERY (1960)
 FH1081
 FH1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1081'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1081'CONDITION.
 FH1081'
 FH1081'TO REACH THE STATION FROM FORT GIBSON, FROM THE JUNCTION
 FH1081'OF U.S. HIGHWAY 62 AND STATE HIGHWAYS 10 AND 80, GO NORTH
 FH1081'ON STATE HIGHWAY 80 FOR 0.55 MILE TO FORKS JUST BEFORE REACHING
 FH1081'AN OLD FORT ON THE RIGHT, TAKE LEFT FORK ACROSS RAILROAD
 FH1081'THEN BEAR RIGHT AND GO NORTHWEST AND WEST ON MAIN ROAD FOR
 FH1081'2.9 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.55
 FH1081'MILE TO THE AZIMUTH MARK ON THE RIGHT (MARK IS JUST WEST
 FH1081'OF RIGHT OF WAY FENCE AND JUST SOUTH OF THE NORTH END OF
 FH1081'A FARM LANE), CONTINUE SOUTH FOR 0.4 MILE TO A T-INTERSECTION
 FH1081'AND STATION 75 FEET TO EAST-SOUTHEAST AS DESCRIBED.
 FH1081
 FH1081                          STATION RECOVERY (1977)
 FH1081
 FH1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FH1081'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 FH1081'MARK WERE FOUND DESTROYED.  THE STATION SUB-SURFACE MARK WAS FOUND
 FH1081'IN GOOD CONDITION.
 FH1081'
 FH1081'THE STATION SURFACE MARK, REFERENCE MARK 3 AND 4, AND AN AZIMUTH MARK
 FH1081'WERE ESTABLISHED AT THIS TIME.  POLARIS WAS OBSERVED.
 FH1081'
 FH1081'A TRAVERSE TIE WAS MADE TO FOLLOWING USE SURVEY MARKS.  BL 2640+41.15
 FH1081'419.07 LT AND BL 2662+34.32 258.59 LT.
 FH1081'
 FH1081'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 FH1081'
 FH1081'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF MUSKOGEE, 3 MILES
 FH1081'SOUTHWEST OF FORT GIBSON AND ON NORTH BANK OF THE ARKANSAS RIVER.
 FH1081'
 FH1081'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND STATE
 FH1081'HIGHWAY 10 AND 80, IN FORT GIBSON.  GO NORTHERLY ON STATE HIGHWAY 80
 FH1081'FOR 0.55 MILE TO A SIDE ROAD LEFT, CROSSING RAILROAD TRACKS, AND
 FH1081'THIS IS JUST BEFORE REACHING THE OLD FORT OF FORT GIBSON ON THE
 FH1081'RIGHT.  BEAR LEFT CROSSING RAILROAD TRACK, THEN BEAR RIGHT AND
 FH1081'FOLLOW MAIN GRAVEL ROAD, CROSSING RIVER BRIDGE, GOING
 FH1081'NORTHWESTERLY FOR 2.9 MILES TO CROSSROADS.  TURN LEFT AND GO
 FH1081'SOUTHERLY FOR 1.0 MILE TO RIVER AND STATION.
 FH1081'
 FH1081'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FH1081'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED KING 1940 1977.
 FH1081'IT IS 47 FEET SOUTH-SOUTHEAST OF THE WEST 1 OF 2 LARGE HIGH LINE
 FH1081'POLES, 36 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 8.6 FEET
 FH1081'NORTHWEST OF THE EYE OF THE WEST 1 OF 2 OF GUY LINE TO HIGH-LINE
 FH1081'POLES, 2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET EAST OF A
 FH1081'METAL WITNESS POST AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 FH1081'
 FH1081'THE SUB-SURFACE IS ABOUT 5 FEET BELOW THE SURFACE OF THE GROUND.  A
 FH1081'MAGNETIC PLUG WAS PLACED OVER MARK.  THE MARK WAS FOUND THAT FAR
 FH1081'BELOW THE SURFACE OF THE GROUND, THIS PARTY DID NOT PLACE IT THAT
 FH1081'LOW.
 FH1081'
 FH1081'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FH1081'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED KING
 FH1081'1940 NO 3 1977.  33.8 FEET EAST OF THE EAST 1 OF 2 LARGE HIGH LINE
 FH1081'POLES, 21 FEET NORTH OF THE CENTER OF A TRACK ROAD, 1.8 FEET WEST
 FH1081'OF A GUY LINE ANCHOR ROD AND 1.2 FEET SOUTHEAST OF A METAL WITNESS
 FH1081'POST.
 FH1081'
 FH1081'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF ROUND
 FH1081'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED KING
 FH1081'1940 NO 4 1977.  IT IS 39.2 FEET WEST-SOUTHWEST OF THE WEST 1 OF 2
 FH1081'LARGE HIGH LINE POLES, 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 FH1081'AND 3 FEET SOUTHEAST OF A GUY LINE ANCHOR ROD.
 FH1081'
 FH1081'USEBL 2640+41.15 419.07 LT IS A STANDARD U. S. CORP. OF ENG. SURVEY
 FH1081'DISK, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4-INCHES
 FH1081'AND IS STAMPED NAV. CHAN 1973.  IT IS LOCATED ON THE EASTERLY END
 FH1081'OF LEVEE AND IS ABOUT 20 FEET HIGHER IN ELEVATION THAN THE STATION.
 FH1081'THERE ARE THREE LARGE POSTS, WITH CABLE PLACED AROUND THE MARK
 FH1081'FOR PROTECTION.
 FH1081'
 FH1081'USE BL 2662+34.32 258.59 LT IS A STANDARD U. S. CORP. OF ENG. SURVEY
 FH1081'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH
 FH1081'THE GROUND AND IS STAMPED NAV. CHAN 1973.  IT IS LOCATED ON THE
 FH1081'LEVEE, ALONG RIVER BANK, SOUTHEAST OF THE STATION AND HAS THREE
 FH1081'LARGE POSTS, WITH CABLE TO PROTECT THE MARK.
 FH1081'
 FH1081'TO REACH USE BL 2662+34.32 258.59 FROM THE STATION, GO SOUTHEASTERLY
 FH1081'ALONG LEVEE FOR 0.35 MILE.
 FH1081'
 FH1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FORT GIBSON 3-MILES
 FH1081'SW.
 FH1081
 FH1081                          STATION RECOVERY (2012)
 FH1081
 FH1081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (RLJ)
 FH1081'EAST SKY BLOCKED BY VEGETATION ON GUY WIRES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1147 ***********************************************************************
 FJ1147  DESIGNATION -  KINGFISHER AIRPORT
 FJ1147  PID         -  FJ1147
 FJ1147  STATE/COUNTY-  OK/KINGFISHER
 FJ1147  COUNTRY     -  US
 FJ1147  USGS QUAD   -  KINGFISHER (2018)
 FJ1147
 FJ1147                         *CURRENT SURVEY CONTROL
 FJ1147  ______________________________________________________________________
 FJ1147* NAD 83(1993) POSITION- 35 52 18.33904(N) 097 57 07.87770(W)   ADJUSTED
 FJ1147* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 FJ1147  ______________________________________________________________________
 FJ1147  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 FJ1147  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 FJ1147  HORZ ORDER      -  THIRD
 FJ1147
 FJ1147.The horizontal coordinates were established by classical geodetic methods
 FJ1147.and adjusted by the National Geodetic Survey in November 1994.
 FJ1147
 FJ1147.The orthometric height was scaled from a topographic map.
 FJ1147
 FJ1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1147.GEOID18 height accuracy estimate available here.
 FJ1147
 FJ1147.Click photographs - Photos may exist for this station.
 FJ1147
 FJ1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1147
 FJ1147. The following values were computed from the NAD 83(1993) position.
 FJ1147
 FJ1147;                    North         East     Units Scale Factor Converg.
 FJ1147;SPC OK N     -    96,725.161   604,317.673   MT  0.99995865   +0 01 41.6
 FJ1147;SPC OK N     -   317,339.13  1,982,665.57   sFT  0.99995865   +0 01 41.6
 FJ1147;UTM  14      - 3,970,231.867   594,591.105   MT  0.99971025   +0 36 50.5
 FJ1147
 FJ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1147!SPC OK N     -   0.99995434  x   0.99995865  =   0.99991299
 FJ1147!UTM  14      -   0.99995434  x   0.99971025  =   0.99966460
 FJ1147
 FJ1147:                Primary Azimuth Mark                     Grid Az
 FJ1147:SPC OK N     -  KINGFISHER AIRPORT AZ MK                 305 40 38.9
 FJ1147:UTM  14      -  KINGFISHER AIRPORT AZ MK                 305 05 30.0
 FJ1147
 FJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9459170231(NAD 83)
 FJ1147
 FJ1147|---------------------------------------------------------------------|
 FJ1147| PID    Reference Object                     Distance      Geod. Az  |
 FJ1147|                                                           dddmmss.s |
 FJ1147| FJ1149 KINGFISHER REA RAD STA MAST         APPROX. 2.5 KM 1181007.6 |
 FJ1147| FJ1148 KINGFISHER MUNICIPAL TANK           APPROX. 2.0 KM 1223823.4 |
 FJ1147| FJ1144 KINGFISHER ST PETER CATH CH         APPROX. 2.3 KM 1290917.3 |
 FJ1147| FJ0574 Z 184                                19.910 METERS 17234     |
 FJ1147| CL4664 KINGFISHER AIRPORT RM 1              32.583 METERS 23213     |
 FJ1147| CL4663 KINGFISHER AIRPORT AZ MK                           3054220.5 |
 FJ1147|---------------------------------------------------------------------|
 FJ1147
 FJ1147                          SUPERSEDED SURVEY CONTROL
 FJ1147
 FJ1147  NAD 83(1986)-  35 52 18.34387(N)    097 57 07.86415(W) AD(       ) 3
 FJ1147  NAD 27      -  35 52 18.19147(N)    097 57 06.66969(W) AD(       ) 3
 FJ1147
 FJ1147.Superseded values are not recommended for survey control.
 FJ1147
 FJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1147.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1147
 FJ1147_MARKER: DS = TRIANGULATION STATION DISK
 FJ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1147_STAMPING: KINGFISHER AIRPORT 1955
 FJ1147_MARK LOGO: CGS
 FJ1147_PROJECTION: FLUSH
 FJ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1147+STABILITY: SURFACE MOTION
 FJ1147
 FJ1147  HISTORY     - Date     Condition        Report By
 FJ1147  HISTORY     - 1955     MONUMENTED       CGS
 FJ1147  HISTORY     - 20110820 POOR             INDIV
 FJ1147
 FJ1147                          STATION DESCRIPTION
 FJ1147
 FJ1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1147'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 9, T. 16 N.,
 FJ1147'R. 7 W., NEAR THE SOUTHEAST CORNER OF THE KINGFISHER AIRPORT.
 FJ1147'IT IS 3/4 MILE NORTH AND 1 MILE WEST OF KINGFISHER AND 0.1
 FJ1147'MILE EAST OF THE HANGER.
 FJ1147'
 FJ1147'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 FJ1147'HIGHWAY 33 AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE
 FJ1147'IN KINGFISHER, GO NORTH ON U.S. HIGHWAY 81 FOR 0.75 MILE TO A
 FJ1147'CROSSROAD AT THE NORTH END OF A BRIDGE, TURN LEFT AND GO
 FJ1147'WEST FOR 1.1 MILES TO THE SOUTHEAST CORNER OF THE AIRPORT
 FJ1147'AND THE STATION 130 FEET NORTH OF THE CENTER OF THE ROAD.
 FJ1147'
 FJ1147'THE STATION MARK IS 94 FEET NORTH OF A CONCRETE CORNER-POST,
 FJ1147'13 FEET WEST-SOUTHWEST OF A WITNESS POST, 12 FEET WEST OF THE
 FJ1147'FENCE ALONG THE EAST SIDE OF THE AIRPORT AND LEVEL WITH THE SURFACE
 FJ1147'OF THE GROUND.  THE DISK IS STAMPED KINGFISHER AIRPORT 1955.
 FJ1147'
 FJ1147'REFERENCE MARK NO. 1, SOUTHWEST OF THE STATION, IS 70 FEET
 FJ1147'NORTH OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A FENCE
 FJ1147'POST ALONG THE SOUTH SIDE OF THE AIRPORT AND LEVEL WITH THE SURFACE
 FJ1147'OF THE GROUND.  THE DISK IS STAMPED KINGFISHER AIRPORT NO
 FJ1147'1 1955.
 FJ1147'
 FJ1147'U.S. COAST AND GEODETIC SURVEY BENCH MARK Z 184 WAS USED
 FJ1147'AS REFERENCE MARK NO. 2.  IT IS 65 FEET NORTH OF THE CENTER
 FJ1147'OF THE ROAD, 29 FEET NORTH OF THE CONCRETE CORNERPOST, 4
 FJ1147'FEET WEST OF THE FENCE ALONG THE EAST SIDE OF THE AIRPORT
 FJ1147'AND 2 FEET NORTH OF A WITNESS POST.  IT IS A BENCH MARK DISK
 FJ1147'SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK
 FJ1147'IS STAMPED Z 184 1953.
 FJ1147'
 FJ1147'THE AZIMUTH MARK, 0.5 MILE NORTHWEST OF THE STATION, IS 31
 FJ1147'FEET WEST OF THE CENTER OF A DIRT ROAD, 4 FEET SOUTHWEST OF A
 FJ1147'POWER POLE, 3 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 1 FOOT
 FJ1147'WEST OF A FENCE AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 FJ1147'KINGFISHER AIRPORT 1955.
 FJ1147'
 FJ1147'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 FJ1147'DIRT ROAD FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND GO
 FJ1147'NORTH FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FJ1147'
 FJ1147'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1147
 FJ1147                          STATION RECOVERY (2011)
 FJ1147
 FJ1147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 FJ1147'ONLY A 1/2 IRON ROD REMAINS.  PLACED AN ALUMINIUM CAP ON IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1148 ***********************************************************************
 FJ1148  DESIGNATION -  KINGFISHER MUNICIPAL TANK
 FJ1148  PID         -  FJ1148
 FJ1148  STATE/COUNTY-  OK/KINGFISHER
 FJ1148  COUNTRY     -  US
 FJ1148  USGS QUAD   -  KINGFISHER (2018)
 FJ1148
 FJ1148                         *CURRENT SURVEY CONTROL
 FJ1148  ______________________________________________________________________
 FJ1148* NAD 83(1993) POSITION- 35 51 43.79496(N) 097 56 01.63263(W)   ADJUSTED
 FJ1148  ______________________________________________________________________
 FJ1148  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 FJ1148  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 FJ1148  HORZ ORDER      -  THIRD
 FJ1148
 FJ1148.The horizontal coordinates were established by classical geodetic methods
 FJ1148.and adjusted by the National Geodetic Survey in November 1994.
 FJ1148
 FJ1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1148.GEOID18 height accuracy estimate available here.
 FJ1148
 FJ1148.Click photographs - Photos may exist for this station.
 FJ1148
 FJ1148.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1148
 FJ1148. The following values were computed from the NAD 83(1993) position.
 FJ1148
 FJ1148;                    North         East     Units Scale Factor Converg.
 FJ1148;SPC OK N     -    95,661.488   605,980.151   MT  0.99995952   +0 02 20.7
 FJ1148;SPC OK N     -   313,849.40  1,988,119.88   sFT  0.99995952   +0 02 20.7
 FJ1148;UTM  14      - 3,969,185.503   596,263.956   MT  0.99971419   +0 37 28.8
 FJ1148
 FJ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9626369185(NAD 83)
 FJ1148
 FJ1148                          SUPERSEDED SURVEY CONTROL
 FJ1148
 FJ1148  NAD 83(1986)-  35 51 43.79997(N)    097 56 01.61904(W) AD(       ) 3
 FJ1148  NAD 27      -  35 51 43.64700(N)    097 56 00.42670(W) AD(       ) 3
 FJ1148  USSD        -  35 51 43.60000(N)    097 56 00.74100(W) AD(       ) 3
 FJ1148
 FJ1148.Superseded values are not recommended for survey control.
 FJ1148
 FJ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1148.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1148
 FJ1148_MARKER: 53 = ELEVATED TANK
 FJ1148
 FJ1148  HISTORY     - Date     Condition        Report By
 FJ1148  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1148
 FJ1148                          STATION DESCRIPTION
 FJ1148
 FJ1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1148'THE STATION IS THE BALL ATOP THE METAL TANK IN THE CENTER
 FJ1148'OF KINGFISHER, WEST OF THE MAIN STREET.  IT IS ELEVATED BY A FOUR
 FJ1148'LEGGED SKELETON FRAMEWORK APPROXIMATELY 165 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1151 ***********************************************************************
 FJ1151  DESIGNATION -  KINGFISHER MUNICIPAL S TANK
 FJ1151  PID         -  FJ1151
 FJ1151  STATE/COUNTY-  OK/KINGFISHER
 FJ1151  COUNTRY     -  US
 FJ1151  USGS QUAD   -  KINGFISHER (2018)
 FJ1151
 FJ1151                         *CURRENT SURVEY CONTROL
 FJ1151  ______________________________________________________________________
 FJ1151* NAD 83(1993) POSITION- 35 50 51.13544(N) 097 56 21.81393(W)   ADJUSTED
 FJ1151  ______________________________________________________________________
 FJ1151  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 FJ1151  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 FJ1151  HORZ ORDER      -  THIRD
 FJ1151
 FJ1151.The horizontal coordinates were established by classical geodetic methods
 FJ1151.and adjusted by the National Geodetic Survey in November 1994.
 FJ1151
 FJ1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1151.GEOID18 height accuracy estimate available here.
 FJ1151
 FJ1151.Click photographs - Photos may exist for this station.
 FJ1151
 FJ1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1151
 FJ1151. The following values were computed from the NAD 83(1993) position.
 FJ1151
 FJ1151;                    North         East     Units Scale Factor Converg.
 FJ1151;SPC OK N     -    94,038.193   605,474.857   MT  0.99996091   +0 02 08.8
 FJ1151;SPC OK N     -   308,523.64  1,986,462.09   sFT  0.99996091   +0 02 08.8
 FJ1151;UTM  14      - 3,967,557.531   595,775.396   MT  0.99971303   +0 37 16.2
 FJ1151
 FJ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9577567557(NAD 83)
 FJ1151
 FJ1151                          SUPERSEDED SURVEY CONTROL
 FJ1151
 FJ1151  NAD 83(1986)-  35 50 51.14076(N)    097 56 21.80014(W) AD(       ) 3
 FJ1151  NAD 27      -  35 50 50.98208(N)    097 56 20.60837(W) AD(       ) 3
 FJ1151
 FJ1151.Superseded values are not recommended for survey control.
 FJ1151
 FJ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1151.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1151
 FJ1151_MARKER: 53 = ELEVATED TANK
 FJ1151
 FJ1151  HISTORY     - Date     Condition        Report By
 FJ1151  HISTORY     - 1968     FIRST OBSERVED   CGS
 FJ1151
 FJ1151                          STATION DESCRIPTION
 FJ1151
 FJ1151'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1149 ***********************************************************************
 FJ1149  DESIGNATION -  KINGFISHER REA RAD STA MAST
 FJ1149  PID         -  FJ1149
 FJ1149  STATE/COUNTY-  OK/KINGFISHER
 FJ1149  COUNTRY     -  US
 FJ1149  USGS QUAD   -  KINGFISHER (2018)
 FJ1149
 FJ1149                         *CURRENT SURVEY CONTROL
 FJ1149  ______________________________________________________________________
 FJ1149* NAD 83(1993) POSITION- 35 51 40.58376(N) 097 55 41.28402(W)   ADJUSTED
 FJ1149  ______________________________________________________________________
 FJ1149  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 FJ1149  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 FJ1149  HORZ ORDER      -  THIRD
 FJ1149
 FJ1149.The horizontal coordinates were established by classical geodetic methods
 FJ1149.and adjusted by the National Geodetic Survey in November 1994.
 FJ1149
 FJ1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1149.GEOID18 height accuracy estimate available here.
 FJ1149
 FJ1149.Click photographs - Photos may exist for this station.
 FJ1149
 FJ1149.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1149
 FJ1149. The following values were computed from the NAD 83(1993) position.
 FJ1149
 FJ1149;                    North         East     Units Scale Factor Converg.
 FJ1149;SPC OK N     -    95,562.882   606,490.730   MT  0.99995960   +0 02 32.7
 FJ1149;SPC OK N     -   313,525.89  1,989,795.00   sFT  0.99995960   +0 02 32.7
 FJ1149;UTM  14      - 3,969,092.143   596,775.390   MT  0.99971540   +0 37 40.7
 FJ1149
 FJ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9677569092(NAD 83)
 FJ1149
 FJ1149                          SUPERSEDED SURVEY CONTROL
 FJ1149
 FJ1149  NAD 83(1986)-  35 51 40.58875(N)    097 55 41.27027(W) AD(       ) 3
 FJ1149  NAD 27      -  35 51 40.43594(N)    097 55 40.08119(W) AD(       ) 3
 FJ1149
 FJ1149.Superseded values are not recommended for survey control.
 FJ1149
 FJ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1149.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1149
 FJ1149_MARKER: 42 = RADIO/TV MAST
 FJ1149
 FJ1149  HISTORY     - Date     Condition        Report By
 FJ1149  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1149  HISTORY     - 1959     GOOD             CGS
 FJ1149  HISTORY     - 1968     GOOD             CGS
 FJ1149
 FJ1149                          STATION DESCRIPTION
 FJ1149
 FJ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1149'THE STATION IS THE TOP OF THE 70 FOOT RADIO MAST ATOP THE
 FJ1149'KINGFISHER CO-OP ASSN. ELEVATOR.  THE ELEVATOR, A WHITE
 FJ1149'CONCRETE BUILDING 150 FEET HIGH, IS NEAR THE EAST EDGE OF THE
 FJ1149'BUSINESS DISTRICT.
 FJ1149
 FJ1149                          STATION RECOVERY (1959)
 FJ1149
 FJ1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ1149'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1149
 FJ1149                          STATION RECOVERY (1968)
 FJ1149
 FJ1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1149'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1144 ***********************************************************************
 FJ1144  DESIGNATION -  KINGFISHER ST PETER CATH CH
 FJ1144  PID         -  FJ1144
 FJ1144  STATE/COUNTY-  OK/KINGFISHER
 FJ1144  COUNTRY     -  US
 FJ1144  USGS QUAD   -  KINGFISHER (2018)
 FJ1144
 FJ1144                         *CURRENT SURVEY CONTROL
 FJ1144  ______________________________________________________________________
 FJ1144* NAD 83(1993) POSITION- 35 51 31.19434(N) 097 55 56.76288(W)   ADJUSTED
 FJ1144  ______________________________________________________________________
 FJ1144  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 FJ1144  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 FJ1144  HORZ ORDER      -  THIRD
 FJ1144
 FJ1144.The horizontal coordinates were established by classical geodetic methods
 FJ1144.and adjusted by the National Geodetic Survey in November 1994.
 FJ1144
 FJ1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1144.GEOID18 height accuracy estimate available here.
 FJ1144
 FJ1144.Click photographs - Photos may exist for this station.
 FJ1144
 FJ1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1144
 FJ1144. The following values were computed from the NAD 83(1993) position.
 FJ1144
 FJ1144;                    North         East     Units Scale Factor Converg.
 FJ1144;SPC OK N     -    95,273.222   606,102.594   MT  0.99995985   +0 02 23.5
 FJ1144;SPC OK N     -   312,575.56  1,988,521.59   sFT  0.99995985   +0 02 23.5
 FJ1144;UTM  14      - 3,968,798.603   596,390.329   MT  0.99971449   +0 37 31.5
 FJ1144
 FJ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9639068798(NAD 83)
 FJ1144
 FJ1144                          SUPERSEDED SURVEY CONTROL
 FJ1144
 FJ1144  NAD 83(1986)-  35 51 31.19931(N)    097 55 56.74919(W) AD(       ) 3
 FJ1144  NAD 27      -  35 51 31.04650(N)    097 55 55.55967(W) AD(       ) 3
 FJ1144
 FJ1144.Superseded values are not recommended for survey control.
 FJ1144
 FJ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1144.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1144
 FJ1144_MARKER: 90 = CHURCH SPIRE
 FJ1144
 FJ1144  HISTORY     - Date     Condition        Report By
 FJ1144  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1144  HISTORY     - 1959     GOOD             CGS
 FJ1144
 FJ1144                          STATION DESCRIPTION
 FJ1144
 FJ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1144'THE STATION IS THE TIP OF THE SILVER SPIRE OVER THE WEST ENTRANCE
 FJ1144'TO THE CATHOLIC CHURCH AT THE SOUTH EDGE OF THE BUSINESS
 FJ1144'DISTRICT OF KINGFISHER.
 FJ1144
 FJ1144                          STATION RECOVERY (1959)
 FJ1144
 FJ1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ1144'THE CHURCH IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION
 FJ1144'OF S. MAIN ST. AND E. DON BLANDING AVE.  THE BALANCE OF THE
 FJ1144'DESCRIPTION IS ADEQUATE AND COMPLETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1004 ***********************************************************************
 EK1004  DESIGNATION -  KIOWA
 EK1004  PID         -  EK1004
 EK1004  STATE/COUNTY-  OK/PITTSBURG
 EK1004  COUNTRY     -  US
 EK1004  USGS QUAD   -  KIOWA (2019)
 EK1004
 EK1004                         *CURRENT SURVEY CONTROL
 EK1004  ______________________________________________________________________
 EK1004* NAD 83(1993) POSITION- 34 44 00.22136(N) 095 53 57.39802(W)   ADJUSTED
 EK1004* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 EK1004  ______________________________________________________________________
 EK1004  GEOID HEIGHT    -        -29.558 (meters)                     GEOID18
 EK1004  LAPLACE CORR    -         -7.09  (seconds)                    DEFLEC18
 EK1004  HORZ ORDER      -  THIRD
 EK1004
 EK1004.The horizontal coordinates were established by classical geodetic methods
 EK1004.and adjusted by the National Geodetic Survey in November 1994.
 EK1004
 EK1004.The orthometric height was scaled from a topographic map.
 EK1004
 EK1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1004.GEOID18 height accuracy estimate available here.
 EK1004
 EK1004.Click photographs - Photos may exist for this station.
 EK1004
 EK1004.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1004
 EK1004. The following values were computed from the NAD 83(1993) position.
 EK1004
 EK1004;                    North         East     Units Scale Factor Converg.
 EK1004;SPC OK S     -   157,301.805   792,365.502   MT  0.99993932   +1 11 32.7
 EK1004;SPC OK S     -   516,081.01  2,599,619.15   sFT  0.99993932   +1 11 32.7
 EK1004;UTM  15      - 3,847,306.863   234,540.864   MT  1.00046864   -1 39 10.3
 EK1004
 EK1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1004!SPC OK S     -   0.99996852  x   0.99993932  =   0.99990784
 EK1004!UTM  15      -   0.99996852  x   1.00046864  =   1.00043715
 EK1004
 EK1004:                Primary Azimuth Mark                     Grid Az
 EK1004:SPC OK S     -  KIOWA AZ MK                              004 56 46.7
 EK1004:UTM  15      -  KIOWA AZ MK                              007 47 29.7
 EK1004
 EK1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3454047306(NAD 83)
 EK1004
 EK1004|---------------------------------------------------------------------|
 EK1004| PID    Reference Object                     Distance      Geod. Az  |
 EK1004|                                                           dddmmss.s |
 EK1004| CY1407 KIOWA AZ MK                                        0060819.4 |
 EK1004| CY1408 KIOWA RM 1                           10.016 METERS 17437     |
 EK1004| CY1409 KIOWA RM 2                           38.156 METERS 27106     |
 EK1004|---------------------------------------------------------------------|
 EK1004
 EK1004                          SUPERSEDED SURVEY CONTROL
 EK1004
 EK1004  NAD 83(1986)-  34 44 00.22552(N)    095 53 57.39350(W) AD(       ) 3
 EK1004  NAD 27      -  34 43 59.87680(N)    095 53 56.41900(W) AD(       ) 3
 EK1004
 EK1004.Superseded values are not recommended for survey control.
 EK1004
 EK1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1004.See file dsdata.pdf to determine how the superseded data were derived.
 EK1004
 EK1004_MARKER: DS = TRIANGULATION STATION DISK
 EK1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1004_STAMPING: KIOWA 1955
 EK1004_MARK LOGO: CGS
 EK1004
 EK1004  HISTORY     - Date     Condition        Report By
 EK1004  HISTORY     - 1955     MONUMENTED       CGS
 EK1004
 EK1004                          STATION DESCRIPTION
 EK1004
 EK1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1004'THE STATION IS LOCATED ABOUT 1 MILE AIRLINE NORTH OF KIOWA
 EK1004'ALONG THE EAST SIDE OF U.S. HIGHWAY 69 ON HIGHWAY RIGHT OF
 EK1004'WAY PROPERTY.
 EK1004'
 EK1004'TO REACH FROM THE U.S. POST OFFICE IN KIOWA, GO EAST ON PAVED
 EK1004'ROAD FOR 0.3 MILE TO U.S. HIGHWAY 69.  TURN LEFT AND GO NORTH
 EK1004'ON U.S. HIGHWAY 69 FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 EK1004'
 EK1004'THE STATION MARK IS A STANDARD DISK STAMPED KIOWA 1955, SET
 EK1004'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 EK1004'4 INCHES.  IT IS 63.4 FEET EAST OF THE CENTER LINE OF THE
 EK1004'HIGHWAY, 4.3 FEET NORTHWEST OF A WITNESS POST, 3.5 FEET WEST
 EK1004'OF A FENCE LINE, AND 12 FEET SOUTH OF A TELEPHONE POLE.
 EK1004'
 EK1004'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIOWA
 EK1004'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EK1004'THAT PROJECTS 2 INCHES.  IT IS 2 FEET WEST OF A FENCE LINE
 EK1004'AND AT THE SAME ELEVATION AS THE STATION.
 EK1004'
 EK1004'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIOWA
 EK1004'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EK1004'THAT PROJECTS 4 INCHES.  IT IS 61.8 FEET WEST OF THE CENTER
 EK1004'LINE OF THE HIGHWAY, 3 FEET EAST OF A FENCE LINE, AND AT
 EK1004'THE SAME ELEVATION AS THE STATION.
 EK1004'
 EK1004'THE AZIMUTH MARK IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY
 EK1004'69 AT THE FIRST SIDE ROAD NORTH OF THE STATION.  THE MARK
 EK1004'IS A STANDARD DISK STAMPED KIOWA 1955, SET IN THE TOP OF A
 EK1004'10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 EK1004'IT IS 36 FEET SOUTH OF THE CENTER LINE OF A GRADED SIDE ROAD,
 EK1004'62 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 2 FEET
 EK1004'WEST OF A FENCE LINE, AND 4 FEET SOUTHWEST OF A FENCE CORNER
 EK1004'AND A POWER LINE POLE.  TO REACH FROM THE STATION, GO NORTH
 EK1004'ON U.S. HIGHWAY 69 FOR 0.35 MILE TO A SIDE ROAD RIGHT AND THE
 EK1004'AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0644 ***********************************************************************
 GJ0644  DESIGNATION -  KITCHEN
 GJ0644  PID         -  GJ0644
 GJ0644  STATE/COUNTY-  OK/WOODS
 GJ0644  COUNTRY     -  US
 GJ0644  USGS QUAD   -  FREEDOM NW (2018)
 GJ0644
 GJ0644                         *CURRENT SURVEY CONTROL
 GJ0644  ______________________________________________________________________
 GJ0644* NAD 83(1997) POSITION- 36 53 09.09690(N) 099 09 21.66983(W)   ADJUSTED
 GJ0644* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 GJ0644  ______________________________________________________________________
 GJ0644  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 GJ0644  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 GJ0644  HORZ ORDER      -  FIRST
 GJ0644
 GJ0644.The horizontal coordinates were established by classical geodetic methods
 GJ0644.and adjusted by the National Geodetic Survey in October 1998.
 GJ0644
 GJ0644.The orthometric height was scaled from a topographic map.
 GJ0644
 GJ0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0644.GEOID18 height accuracy estimate available here.
 GJ0644
 GJ0644.Click photographs - Photos may exist for this station.
 GJ0644
 GJ0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0644
 GJ0644. The following values were computed from the NAD 83(1997) position.
 GJ0644
 GJ0644;                    North         East     Units Scale Factor Converg.
 GJ0644;SPC OK N     -   209,864.319   496,947.148   MT  1.00002392   -0 40 56.0
 GJ0644;SPC OK N     -   688,529.85  1,630,400.77   sFT  1.00002392   -0 40 56.0
 GJ0644;UTM  14      - 4,082,221.960   486,097.280   MT  0.99960238   -0 05 37.1
 GJ0644
 GJ0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0644!SPC OK N     -   0.99990819  x   1.00002392  =   0.99993211
 GJ0644!UTM  14      -   0.99990819  x   0.99960238  =   0.99951061
 GJ0644
 GJ0644:                Primary Azimuth Mark                     Grid Az
 GJ0644:SPC OK N     -  KITCHEN AZ MK                            003 03 13.1
 GJ0644:UTM  14      -  KITCHEN AZ MK                            002 27 54.2
 GJ0644
 GJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8609782221(NAD 83)
 GJ0644
 GJ0644|---------------------------------------------------------------------|
 GJ0644| PID    Reference Object                     Distance      Geod. Az  |
 GJ0644|                                                           dddmmss.s |
 GJ0644| CK9197 KITCHEN AZ MK                                      0022217.1 |
 GJ0644| CK9198 KITCHEN RM 1                         26.557 METERS 04254     |
 GJ0644| CK9199 KITCHEN RM 2                         43.760 METERS 13521     |
 GJ0644|---------------------------------------------------------------------|
 GJ0644
 GJ0644                          SUPERSEDED SURVEY CONTROL
 GJ0644
 GJ0644  NAD 83(1993)-  36 53 09.09755(N)    099 09 21.67086(W) AD(       ) 1
 GJ0644  NAD 83(1986)-  36 53 09.09963(N)    099 09 21.65747(W) AD(       ) 1
 GJ0644  NAD 27      -  36 53 08.99424(N)    099 09 20.28091(W) AD(       ) 1
 GJ0644
 GJ0644.Superseded values are not recommended for survey control.
 GJ0644
 GJ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0644.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0644
 GJ0644_MARKER: DS = TRIANGULATION STATION DISK
 GJ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0644_STAMPING: KITCHEN 1934
 GJ0644_MARK LOGO: CGS
 GJ0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0644+STABILITY: SURFACE MOTION
 GJ0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0644+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 GJ0644
 GJ0644  HISTORY     - Date     Condition        Report By
 GJ0644  HISTORY     - 1934     MONUMENTED       CGS
 GJ0644  HISTORY     - 20111019 GOOD             INDIV
 GJ0644
 GJ0644                          STATION DESCRIPTION
 GJ0644
 GJ0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0644'STATION IS LOCATED NEAR THE SOUTH END OF A LONG MESA, THAT DROPS
 GJ0644'OFF ABRUPTLY TO SOUTH, WEST AND EAST IN SEC. 20, T. 28 N., R. 18
 GJ0644'W., ON LAND OWNED BY MR. KITCHEN WHO LIVES SOUTHWEST OF STATION.
 GJ0644'MARK IS SET 143 FEET NORTH OF SOUTH EDGE OF MESA, 205 FEET
 GJ0644'WEST OF EAST EDGE AND 27 FEET NORTH OF EAST-WEST FENCE LINE.
 GJ0644'
 GJ0644'REACHED FROM FREEDOM BY GOING NORTH ON STATE HIGHWAY 50 FOR
 GJ0644'3 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 64, CAMP HOUSTON STORE
 GJ0644'IN SOUTHWEST ANGLE.  GO WEST ON U.S. HIGHWAY 64 FOR 4 MILES
 GJ0644'TO T-ROAD NORTH, JUST AFTER CROSSING MOCASSIN CREEK.  GO NORTH
 GJ0644'3 MILES TO HOME OF MR. KITCHEN, FROM KITCHEN HOUSE, GO WEST
 GJ0644'TO NORTH-AND-SOUTH FENCE, ABOUT 0.05 MILE, THEN FOLLOW THIS
 GJ0644'FENCE NORTH-AND-WEST FOR 1.0 MILE TO BIG, LONE, RED ROCK BUTTE
 GJ0644'AND GATE, GO EAST THROUGH GATE AND AROUND EAST SIDE OF BUTTE
 GJ0644'TO GATE, GO NORTH THROUGH GATE AND CONTINUE TO EAST-WEST
 GJ0644'FENCE 0.6 MILE, TURN EAST ALONG THIS FENCE AND GO 1.0 MILE TO
 GJ0644'APPROXIMATE CENTER OF MESA THENCE SOUTH ABOUT 1.0 MILE
 GJ0644'TO SOUTH END OF MESA AND STATION.
 GJ0644'
 GJ0644'REFERENCE MARK NO. 1 IS SET 148 FEET WEST OF EAST EDGE OF MESA,
 GJ0644'84 FEET NORTH OF EAST-WEST FENCE LINE.
 GJ0644'
 GJ0644'REFERENCE MARK NO. 2 IS SET IN BEDROCK AT SOUTHEAST EDGE OF
 GJ0644'MESA, 12 FEET NORTHWEST OF SOUTHEAST EDGE AND 144 FEET SOUTHWEST
 GJ0644'ALONG EDGE FROM POINT WHERE EAST-WEST FENCE GOES DOWN EAST EDGE
 GJ0644'OF MESA.
 GJ0644'
 GJ0644'AZIMUTH MARK IS NORTH 0.8 MILE OF STATION, SET 135 FEET SOUTH
 GJ0644'OF EAST-WEST FENCE AND 185 PACES WEST OF EAST EDGE OF MESA.
 GJ0644'
 GJ0644'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GJ0644
 GJ0644                          STATION RECOVERY (2011)
 GJ0644
 GJ0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DJ)
 GJ0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0053 ***********************************************************************
 FK0053  DESIGNATION -  KK 114
 FK0053  PID         -  FK0053
 FK0053  STATE/COUNTY-  OK/BLAINE
 FK0053  COUNTRY     -  US
 FK0053  USGS QUAD   -  WATONGA (2018)
 FK0053
 FK0053                         *CURRENT SURVEY CONTROL
 FK0053  ______________________________________________________________________
 FK0053* NAD 83(1986) POSITION- 35 51 05.78   (N) 098 24 30.46   (W)   HD_HELD1
 FK0053* NAVD 88 ORTHO HEIGHT -   462.640 (meters)     1517.84  (feet) ADJUSTED
 FK0053  ______________________________________________________________________
 FK0053  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0053  DYNAMIC HEIGHT  -        462.202 (meters)     1516.41  (feet) COMP
 FK0053  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 FK0053
 FK0053  VERT ORDER      -  SECOND    CLASS 0
 FK0053
 FK0053.The horizontal coordinates were determined by differentially corrected
 FK0053.hand held GPS observations or other comparable positioning techniques
 FK0053.and have an estimated accuracy of +/- 3 meters.
 FK0053
 FK0053.The orthometric height was determined by differential leveling and
 FK0053.adjusted by the NATIONAL GEODETIC SURVEY
 FK0053.in June 1991.
 FK0053
 FK0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0053.GEOID18 height accuracy estimate available here.
 FK0053
 FK0053.Click photographs - Photos may exist for this station.
 FK0053
 FK0053.The dynamic height is computed by dividing the NAVD 88
 FK0053.geopotential number by the normal gravity value computed on the
 FK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0053.degrees latitude (g = 980.6199 gals.).
 FK0053
 FK0053.The modeled gravity was interpolated from observed gravity values.
 FK0053
 FK0053;                    North         East    Units  Estimated Accuracy
 FK0053;SPC OK N     -    94,565.4     563,104.3     MT  (+/- 3 meters HH1 GPS) 
 FK0053
 FK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5341367651(NAD 83)
 FK0053
 FK0053                          SUPERSEDED SURVEY CONTROL
 FK0053
 FK0053  NGVD 29 (??/??/92)  462.453  (m)         1517.23   (f) ADJ UNCH    2 0
 FK0053
 FK0053.Superseded values are not recommended for survey control.
 FK0053
 FK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0053.See file dsdata.pdf to determine how the superseded data were derived.
 FK0053
 FK0053_MARKER: DB = BENCH MARK DISK
 FK0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0053_STAMPING: KK 114 1935
 FK0053_MARK LOGO: CGS
 FK0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0053+STABILITY: SURFACE MOTION
 FK0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0053+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 FK0053
 FK0053  HISTORY     - Date     Condition        Report By
 FK0053  HISTORY     - 1935     MONUMENTED       CGS
 FK0053  HISTORY     - 20051110 GOOD             AIRDAT
 FK0053
 FK0053                          STATION DESCRIPTION
 FK0053
 FK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0053'0.5 MI N FROM WATONGA.
 FK0053'0.5 MILES NORTH OF ROCK ISLAND STATION AT WATONGA 200 FEET
 FK0053'NORTHEAST OF MILEPOST 60-10, 48 FEET SOUTH OF STREET CROSSING
 FK0053'TRACK, 42 FEET EAST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND
 FK0053'PACIFIC RAILROAD TRACK.
 FK0053
 FK0053                          STATION RECOVERY (2005)
 FK0053
 FK0053'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2005 (KEG)
 FK0053'IN WATONGA,ON THE EAST SIDE OF R.R. TRACKS, SOUTH OF 7TH ST. BETWEEN
 FK0053'N. WORKMAN AND FORREST ST. 48.70' SOUTH OF CENTERLINE 7TH ST, 40.0
 FK0053'EAST OF EAST RAIL, 15.80 S.W. OF SOUTHMOST OF 2 LONE CONCRETE BRACE
 FK0053'POSTS. THE MARK IS APPROX. 0.50' B.G.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1071 ***********************************************************************
 FJ1071  DESIGNATION -  KLAHOMA
 FJ1071  PID         -  FJ1071
 FJ1071  STATE/COUNTY-  OK/CANADIAN
 FJ1071  COUNTRY     -  US
 FJ1071  USGS QUAD   -  MINCO (2018)
 FJ1071
 FJ1071                         *CURRENT SURVEY CONTROL
 FJ1071  ______________________________________________________________________
 FJ1071* NAD 83(1993) POSITION- 35 21 53.68468(N) 097 55 16.02469(W)   ADJUSTED
 FJ1071* NAVD 88 ORTHO HEIGHT -   388.2   (meters)     1274.    (feet) VERTCON3
 FJ1071  ______________________________________________________________________
 FJ1071  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 FJ1071  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 FJ1071  HORZ ORDER      -  FIRST
 FJ1071
 FJ1071.The horizontal coordinates were established by classical geodetic methods
 FJ1071.and adjusted by the National Geodetic Survey in November 1994.
 FJ1071
 FJ1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1071
 FJ1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1071.GEOID18 height accuracy estimate available here.
 FJ1071
 FJ1071.Click photographs - Photos may exist for this station.
 FJ1071
 FJ1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1071
 FJ1071. The following values were computed from the NAD 83(1993) position.
 FJ1071
 FJ1071;                    North         East     Units Scale Factor Converg.
 FJ1071;SPC OK N     -    40,491.515   607,169.187   MT  1.00004274   +0 02 47.6
 FJ1071;SPC OK N     -   132,845.91  1,992,020.91   sFT  1.00004274   +0 02 47.6
 FJ1071;SPC OK S     -   225,362.499   607,169.086   MT  1.00002865   +0 02 41.2
 FJ1071;SPC OK S     -   739,376.80  1,992,020.58   sFT  1.00002865   +0 02 41.2
 FJ1071;UTM  14      - 3,914,045.816   598,012.634   MT  0.99971838   +0 37 28.2
 FJ1071
 FJ1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1071!SPC OK N     -   0.99994331  x   1.00004274  =   0.99998605
 FJ1071!SPC OK S     -   0.99994331  x   1.00002865  =   0.99997196
 FJ1071!UTM  14      -   0.99994331  x   0.99971838  =   0.99966171
 FJ1071
 FJ1071:                Primary Azimuth Mark                     Grid Az
 FJ1071:SPC OK N     -  1266.5 UNION                             307 44 15.3
 FJ1071:SPC OK S     -  1266.5 UNION                             307 44 21.7
 FJ1071:UTM  14      -  1266.5 UNION                             307 09 34.7
 FJ1071
 FJ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9801214045(NAD 83)
 FJ1071
 FJ1071|---------------------------------------------------------------------|
 FJ1071| PID    Reference Object                     Distance      Geod. Az  |
 FJ1071|                                                           dddmmss.s |
 FJ1071| CL4675 KLAHOMA RM 1                         26.833 METERS 07903     |
 FJ1071| FJ0456 1266.5 UNION                                       3074702.9 |
 FJ1071| CL4676 KLAHOMA RM 2                         24.371 METERS 33348     |
 FJ1071|---------------------------------------------------------------------|
 FJ1071
 FJ1071                          SUPERSEDED SURVEY CONTROL
 FJ1071
 FJ1071  NAD 83(1986)-  35 21 53.68956(N)    097 55 16.00851(W) AD(       ) 1
 FJ1071  NAD 27      -  35 21 53.49007(N)    097 55 14.84151(W) AD(       ) 1
 FJ1071  NGVD 29 (07/19/86)  388.0    (m)         1273.     (f) VERT ANG       
 FJ1071
 FJ1071.Superseded values are not recommended for survey control.
 FJ1071
 FJ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1071.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1071
 FJ1071_MARKER: DS = TRIANGULATION STATION DISK
 FJ1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1071_STAMPING: KLAHOMA 1968
 FJ1071_MARK LOGO: CGS
 FJ1071_PROJECTION: FLUSH
 FJ1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1071+STABILITY: SURFACE MOTION
 FJ1071
 FJ1071  HISTORY     - Date     Condition        Report By
 FJ1071  HISTORY     - 1968     MONUMENTED       CGS
 FJ1071
 FJ1071                          STATION DESCRIPTION
 FJ1071
 FJ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1071'STATION IS LOCATED ON A SMALL KNOLL, ABOUT 2 MILES SOUTH-SOUTHEAST
 FJ1071'OF UNION CITY, 0.45 MILE EAST OF U.S. HIGHWAY 81, 0.2 MILE NORTH
 FJ1071'OF THE CANADIAN RIVER, IN THE SOUTHEAST 1/4 OF SECTION 3.  T
 FJ1071'10 N.  R 7 W AND ON LAND WHICH IS OWNED BY A MR. C.A. SCHWEINLE.
 FJ1071'
 FJ1071'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 FJ1071'STATE HIGHWAY 152 IN UNION CITY.  GO SOUTHERLY ON HIGHWAY 81
 FJ1071'FOR 1.05 MILES TO A CROSS ROAD. *(AZIMUTH MARK WHICH IS BENCH
 FJ1071'MARK 1266.5 UNION (USGS) IS REACHED FROM THIS POINT.  CONTINUE
 FJ1071'SOUTH ON HIGHWAY 81 FOR 0.55 MILE TO HIGHWAY PARKING REVETMENTS
 FJ1071'ON BOTH SIDES OF THE HIGHWAY.  MARK IS WEST, ACROSS THE ROCK
 FJ1071'ISLAND RAILROAD TRACK). *TURN LEFT AND GO EAST ON A
 FJ1071'GRAVELED ROAD FOR 0.8 MILE TO A CROSS ROAD.  TURN RIGHT AND GO
 FJ1071'SOUTH ON A GRAVELED ROAD FOR 0.75 MILE TO AN IRON GATE ON THE
 FJ1071'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 FJ1071'NORTHWESTERLY ON A SAND TRACK ROAD FOR 0.2 MILE TO THE NORTHWEST
 FJ1071'CORNER OF A BARN.  THENCE LEFT AND GO SOUTHEAST FOR 0.05
 FJ1071'MILE TO THE TOP OF A KNOLL AND STATION MARK.
 FJ1071'
 FJ1071'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED
 FJ1071'KLAHOMA 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 FJ1071'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS ON A PROMINENT
 FJ1071'KNOLL, IN AN OPEN PASTURE.
 FJ1071'
 FJ1071'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FJ1071'KLAHOMA NO 1 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FJ1071'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS AT THE
 FJ1071'EAST EDGE OF THE SAME KNOLL AS THE STATION MARK AND 40 FEET NORTH
 FJ1071'OF A 24 INCH ELM TREE.
 FJ1071'
 FJ1071'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 FJ1071'STAMPED KLAHOMA NO 2 1968, SET IN THE TOP OF A ROUND CONCRETE
 FJ1071'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  MARK IS AT THE NORTH EDGE
 FJ1071'OF THE SAME KNOLL AS THE STATION MARK AND ABOUT 3 FEET LOWER
 FJ1071'ELEVATION THAN THE STATION MARK.
 FJ1071'
 FJ1071'BENCH MARK 1266.5 UNION (USGS) IS A BRASS CAP WITH CROSS ON TOP,
 FJ1071'STAMPED 1266.5.  THE BRASS CAP IS ATTACHED TO A 3-INCH PIPE WHICH
 FJ1071'IS BURIED IN THE GROUND AND PROJECTS ABOUT 8 INCHES.  MARK IS
 FJ1071'78.7 FEET NORTHWEST OF A TELEPHONE LINE POLE L 28, 34 FEET WEST
 FJ1071'OF THE WEST RAIL OF THE ROCK ISLAND RAILROAD TRACK AND 4.6
 FJ1071'FEET SOUTHEAST OF A METAL WITNESS POST WITH A WITNESS SIGN
 FJ1071'ATTACHED.
 FJ1071'
 FJ1071'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0805 ***********************************************************************
 EL0805  DESIGNATION -  KONAWA
 EL0805  PID         -  EL0805
 EL0805  STATE/COUNTY-  OK/SEMINOLE
 EL0805  COUNTRY     -  US
 EL0805  USGS QUAD   -  VAMOOSA (2018)
 EL0805
 EL0805                         *CURRENT SURVEY CONTROL
 EL0805  ______________________________________________________________________
 EL0805* NAD 83(1993) POSITION- 34 53 00.42081(N) 096 43 53.38990(W)   ADJUSTED
 EL0805* NAVD 88 ORTHO HEIGHT -   316.6   (meters)     1039.    (feet) VERTCON3
 EL0805  ______________________________________________________________________
 EL0805  GEOID HEIGHT    -        -26.447 (meters)                     GEOID18
 EL0805  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 EL0805  HORZ ORDER      -  FIRST
 EL0805
 EL0805.The horizontal coordinates were established by classical geodetic methods
 EL0805.and adjusted by the National Geodetic Survey in November 1994.
 EL0805
 EL0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0805
 EL0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0805.GEOID18 height accuracy estimate available here.
 EL0805
 EL0805.Click photographs - Photos may exist for this station.
 EL0805
 EL0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0805
 EL0805. The following values were computed from the NAD 83(1993) position.
 EL0805
 EL0805;                    North         East     Units Scale Factor Converg.
 EL0805;SPC OK S     -   172,674.403   715,954.351   MT  0.99994954   +0 43 12.1
 EL0805;SPC OK S     -   566,515.94  2,348,926.90   sFT  0.99994954   +0 43 12.1
 EL0805;UTM  14      - 3,862,466.175   707,316.613   MT  1.00012975   +1 17 52.2
 EL0805
 EL0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0805!SPC OK S     -   0.99995446  x   0.99994954  =   0.99990400
 EL0805!UTM  14      -   0.99995446  x   1.00012975  =   1.00008420
 EL0805
 EL0805:                Primary Azimuth Mark                     Grid Az
 EL0805:SPC OK S     -  KONAWA AZ MK                             271 35 04.1
 EL0805:UTM  14      -  KONAWA AZ MK                             271 00 24.0
 EL0805
 EL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0731662466(NAD 83)
 EL0805
 EL0805|---------------------------------------------------------------------|
 EL0805| PID    Reference Object                     Distance      Geod. Az  |
 EL0805|                                                           dddmmss.s |
 EL0805| EL0806 TV STATION KTEN MAST                APPROX. 5.4 KM 0673622.4 |
 EL0805| CY1416 KONAWA RM 1                          41.803 METERS 07115     |
 EL0805| EL0796 FRANCIS WATER TANK                  APPROX.12.9 KM 0904329.6 |
 EL0805| EL0797 FRANCIS SCHOOL HOUSE                APPROX.12.3 KM 0963845.8 |
 EL0805| EL0804 BYNG POWER PLANT CHIMNEY            APPROX. 4.9 KM 1270834.3 |
 EL0805| EL0801 ADA WATER TANK                      APPROX.13.9 KM 1601336.1 |
 EL0805| EL0802 ADA CEMENT PLANT CHIMNEY            APPROX.13.0 KM 1654359.3 |
 EL0805| EL0815 ROFF MUNICIPAL TANK                 APPROX.30.2 KM 1993111.6 |
 EL0805| EL0830 SUNRAY OIL CORP PUMP STA MAST       APPROX.12.1 KM 2045852.4 |
 EL0805| EL0831 STONE BUILDING CENTER CUPOLA        APPROX.12.0 KM 2223133.8 |
 EL0805| CY1415 KONAWA AZ MK                                       2721816.2 |
 EL0805| CY1417 KONAWA RM 2                          41.922 METERS 28707     |
 EL0805| EL0836 WANETTE WATER TANK                  APPROX.28.5 KM 2875725.3 |
 EL0805| EL0824 SACRED HEART STONE CH GABLE         APPROX.14.7 KM 3303508.8 |
 EL0805| EL0825 KONAWA SCHOOL BUILDING              APPROX. 8.5 KM 3431008.2 |
 EL0805| EL0827 KONAWA HILL MUNICIPAL TANK          APPROX. 7.5 KM 3433902.1 |
 EL0805| EL0828 KONAWA WATER TANK                   APPROX. 8.8 KM 3463335.4 |
 EL0805| FJ1220 MAUD MUNICIPAL TANK                 APPROX.27.8 KM 3510931.2 |
 EL0805|---------------------------------------------------------------------|
 EL0805
 EL0805                          SUPERSEDED SURVEY CONTROL
 EL0805
 EL0805  NAD 83(1986)-  34 53 00.42383(N)    096 43 53.37669(W) AD(       ) 1
 EL0805  NAD 27      -  34 53 00.12614(N)    096 43 52.31607(W) AD(       ) 1
 EL0805  USSD        -  34 53 00.04200(N)    096 43 52.66200(W) AD(       ) 3
 EL0805  NGVD 29 (07/19/86)  316.5    (m)         1038.     (f) VERT ANG       
 EL0805
 EL0805.Superseded values are not recommended for survey control.
 EL0805
 EL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0805.See file dsdata.pdf to determine how the superseded data were derived.
 EL0805
 EL0805_MARKER: DS = TRIANGULATION STATION DISK
 EL0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0805_STAMPING: KONAWA 1920 1935
 EL0805_MARK LOGO: CGS
 EL0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0805+STABILITY: SURFACE MOTION
 EL0805
 EL0805  HISTORY     - Date     Condition        Report By
 EL0805  HISTORY     - 1920     MONUMENTED       CGS
 EL0805  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0805  HISTORY     - 1935     GOOD             CGS
 EL0805  HISTORY     - 1954     SEE DESCRIPTION  CGS
 EL0805  HISTORY     - 1957     GOOD             CGS
 EL0805  HISTORY     - 1957     SEE DESCRIPTION  CGS
 EL0805
 EL0805                          STATION DESCRIPTION
 EL0805
 EL0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0805'FOUR MILES S AND 1-1/2 MILES E OF KONAWA, IN SW 1/4 SEC.
 EL0805'25, T. 5 N., R. 5 E., 15 YARDS SW OF HALF-SECTION CORNER
 EL0805'BETWEEN SECTIONS 24 AND 25, ON EDGE OF CULTIVATED FIELD,
 EL0805'ON LAND BELONGING TO RAMSEY BRUNO.
 EL0805'
 EL0805'STATION MARKED BY BRONZE STATION DISK IN CONCRETE.
 EL0805'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE.
 EL0805'
 EL0805'REFERENCE MARK 1 IS 29.37 METERS (96.4 FEET) FROM STATION
 EL0805'N 49 DEG 03 MIN E.
 EL0805'
 EL0805'REFERENCE MARK 2 IS 19.07 METERS (62.6 FEET) FROM STATION
 EL0805'N 88 DEG 46 MIN E.
 EL0805'
 EL0805'FOLLOWING BEARINGS ARE FROM STATION--KONAWA, CENTER OF WATER
 EL0805'TANK, N 13 DEG 26 MIN 21 SEC W BYNG, POWER PLANT SMOKESTACK,
 EL0805'S 52 DEG 51 MIN 22 SEC E.
 EL0805
 EL0805                          STATION RECOVERY (1934)
 EL0805
 EL0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0805'STATION LOCATED IN NW 1/4 SEC. 25, T. 5 N., R. 5 E., ON
 EL0805'LAND OWNED BY SWAN AND BURTON, AND OCCUPIED BY JACOB CLOUD,
 EL0805'TENANT.  STATION IN YARD ABOUT 14 YARDS N OF HOUSE.  RIM
 EL0805'OF DISK GONE BUT SHANK IN PLACE.
 EL0805'
 EL0805'REFERENCE MARK 1 DESTROYED.  REFERENCE MARK 2 DESTROYED.
 EL0805'JACOB CLOUD THOUGHT THEY HAD BEEN DESTROYED BY ROAD GRADER.
 EL0805
 EL0805                          STATION RECOVERY (1935)
 EL0805
 EL0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EL0805'STATION IS LOCATED 4 MILES S AND 1.5 MILES E OF KONAWA,
 EL0805'IN NW 1/4 SEC. 25, T. 5 N., R. 5 E.  IT IS IN A FARMLOT 56
 EL0805'FEET N OF NW CORNER OF HOUSE, 39 FEET S OF FENCE, AND 53
 EL0805'FEET W OF FENCE.  ORIGINAL TABLET WAS TORN AWAY LEAVING
 EL0805'SHANK.  A NEW TABLET WAS INSTALLED.
 EL0805'
 EL0805'OLD REFERENCE MARKS WERE DESTROYED.  NEW REFERENCE MARKS
 EL0805'AND AN AZIMUTH MARK WERE ESTABLISHED.
 EL0805'
 EL0805'NEW MARK WAS STAMPED WITH DATES 1920 AND 1935.
 EL0805'
 EL0805'FROM CITY HALL IN KONAWA, GO S AND E ON HIGHWAY 48 FOR 1.2 MILES
 EL0805'TO CROSS ROAD, THENCE RIGHT (S) FOR 3.5 MILES TO CORNER, THENCE
 EL0805'LEFT (E) FOR 1.0 MILE, THENCE RIGHT (S) FOR 1.0 MILE, AND
 EL0805'THENCE RIGHT (W) FOR 0.5 MILE TO CORNER.  STATION IS IN LOT
 EL0805'JUST W OF CORNER OF ROAD.
 EL0805'
 EL0805'REFERENCE MARK 1 IS 137.16 FEET (41.806 METERS)
 EL0805'NE OF STATION, 15 FEET N OF CENTER LINE OF ROAD.
 EL0805'
 EL0805'REFERENCE MARK 2 IS 137.42 FEET (41.886 METERS)
 EL0805'NW OF STATION, IN E-W FENCELINE.
 EL0805'
 EL0805'AZIMUTH MARK IS 0.35 MILE W OF STATION IN E-W FENCELINE.
 EL0805'TO REACH FROM STATION FOLLOW E-W FENCE W FOR 0.35 MILE
 EL0805'TO MARK.
 EL0805
 EL0805                          STATION RECOVERY (1954)
 EL0805
 EL0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0805'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EL0805'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 EL0805'CONDITION.  AT THE REQUEST OF THE LAND OWNER, THE STATION
 EL0805'MARK WAS LOWERED.
 EL0805'
 EL0805'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 EL0805'
 EL0805'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH-NORTHWEST OF ADA AND
 EL0805'ABOUT 5.0 MILES SOUTH-SOUTHEAST OF KONAWA IN THE NORTHEAST CORNER
 EL0805'OF A CULTIVATED FIELD, 54 FEET WEST OF A NORTH-SOUTH FENCE
 EL0805'LINE AND 40 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 EL0805'STAMPED KONAWA 1920 1935 1954 AND IS 4 INCHES BELOW THE
 EL0805'GROUND SURFACE.
 EL0805'
 EL0805'REFERENCE MARK NO. 1 IS JUST NORTHEAST OF A CURVE IN ROAD
 EL0805'ON THE RIGHT-OF-WAY, 22 FEET NORTH OF THE CENTER OF ROAD
 EL0805'AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 EL0805'KONAWA NO 1 1935 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0805'
 EL0805'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE,
 EL0805'185 FEET WEST OF A FENCE CORNER AND 10 FEET WEST OF A POWER
 EL0805'LINE POLE.  IT IS STAMPED KONAWA NO 2 1935 AND IS FLUSH
 EL0805'WITH THE GROUND SURFACE.
 EL0805'
 EL0805'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 EL0805'1 FOOT EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 EL0805'FENCE LINE.  IT IS STAMPED KONAWA AZI 1935 AND PROJECTS 2
 EL0805'INCHES.
 EL0805'
 EL0805'TO REACH THE STATION FROM THE INTERSECTION OF S BROADWAY
 EL0805'AND W MAIN STREETS IN ADA, GO NORTH ON STATE HIGHWAYS 99
 EL0805'AND 3 (BROADWAY) FOR 11.2 TO JUNCTION WITH STATE HIGHWAY 56,
 EL0805'KEEP LEFT ON HIGHWAYS 99 AND 3 AND GO NORTHWESTERLY FOR 3.4 MILES
 EL0805'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD
 EL0805'FOURVE, TURN LEFT AND GO EAST FOR 1.0 MILE EAST FOR 1.0 MILE
 EL0805'TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 EL0805'T ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.5 MILE TO POINT
 EL0805'WHERE MAIN ROAD TURNS LEFT, STATION IS JUST WEST OF THIS
 EL0805'POINT IN THE NORTHEAST CORNER OF FIELD AS DESCRIBED.
 EL0805'
 EL0805'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 EL0805'EAST-WEST FENCE LINE FOR 0.25 MILE TO MARK AS DESCRIBED.
 EL0805
 EL0805                          STATION RECOVERY (1957)
 EL0805
 EL0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EL0805'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EL0805'FOUND IN GOOD CONDITION.
 EL0805
 EL0805                          STATION RECOVERY (1957)
 EL0805
 EL0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0805'THE STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EL0805'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EL0805'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS CORRECT
 EL0805'AND ADEQUATE.  DUE TO THE REQUEST OF MR. B.A. MC INTYER
 EL0805'(LAND OWNER), THE STATION MARKS WERE LOWERED.  THE SURFACE
 EL0805'MARK IS NOW 15 INCHES BELOW THE GROUND SURFACE AND THE
 EL0805'UNDERGROUND MARK IS 44 INCHES BELOW THE GROUND SURFACE.
 EL0805'ADDITIONAL MEASUREMENTS WERE MADE TO THE STATION MARKS
 EL0805'AS FOLLOWS-- 128 FEET EAST-SOUTHEAST OF A POWERLINE
 EL0805'POLE, 86 FEET EAST OF THE ALIGNMENT OF THE EAST WALL OF
 EL0805'A FARM HOME NORTH OF THE STATION, 66 FEET SOUTHWEST OF A
 EL0805'TELEPHONE POLE, 83 FEET WEST-SOUTHWEST OF A CATTLE GUARD
 EL0805'AND 7 FEET EAST OF THE ALIGNMENT OF THE EAST WALL OF A
 EL0805'FARM HOME SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0827 ***********************************************************************
 EL0827  DESIGNATION -  KONAWA HILL MUNICIPAL TANK
 EL0827  PID         -  EL0827
 EL0827  STATE/COUNTY-  OK/SEMINOLE
 EL0827  COUNTRY     -  US
 EL0827  USGS QUAD   -  KONAWA (2018)
 EL0827
 EL0827                         *CURRENT SURVEY CONTROL
 EL0827  ______________________________________________________________________
 EL0827* NAD 83(1993) POSITION- 34 56 55.10988(N) 096 45 17.00843(W)   ADJUSTED
 EL0827  ______________________________________________________________________
 EL0827  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 EL0827  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC18
 EL0827  HORZ ORDER      -  THIRD
 EL0827
 EL0827.The horizontal coordinates were established by classical geodetic methods
 EL0827.and adjusted by the National Geodetic Survey in November 1994.
 EL0827
 EL0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0827.GEOID18 height accuracy estimate available here.
 EL0827
 EL0827.Click photographs - Photos may exist for this station.
 EL0827
 EL0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0827
 EL0827. The following values were computed from the NAD 83(1993) position.
 EL0827
 EL0827;                    North         East     Units Scale Factor Converg.
 EL0827;SPC OK S     -   179,879.345   713,742.021   MT  0.99995611   +0 42 24.6
 EL0827;SPC OK S     -   590,154.15  2,341,668.61   sFT  0.99995611   +0 42 24.6
 EL0827;UTM  14      - 3,869,649.630   705,031.220   MT  1.00011813   +1 17 11.9
 EL0827
 EL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0503169649(NAD 83)
 EL0827
 EL0827                          SUPERSEDED SURVEY CONTROL
 EL0827
 EL0827  NAD 83(1986)-  34 56 55.11365(N)    096 45 16.99429(W) AD(       ) 3
 EL0827  NAD 27      -  34 56 54.82000(N)    096 45 15.93000(W) AD(       ) 3
 EL0827
 EL0827.Superseded values are not recommended for survey control.
 EL0827
 EL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0827.See file dsdata.pdf to determine how the superseded data were derived.
 EL0827
 EL0827_MARKER: 51 = TANK
 EL0827
 EL0827  HISTORY     - Date     Condition        Report By
 EL0827  HISTORY     - 1935     FIRST OBSERVED   CGS
 EL0827
 EL0827                          STATION DESCRIPTION
 EL0827
 EL0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EL0827'POINT OBSERVED IS THE FINIAL OF THE SOUTHERNMOST MUNICIPAL WATER
 EL0827'TANK, LOCATED IN THE SOUTHWEST PART OF TOWN NEAR SCHOOL.  IT IS
 EL0827'ABOUT 75 FEET HIGH.
 EL0827'
 EL0827'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS KONAWA
 EL0827'(1920, 1935) AND ACHENA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0828 ***********************************************************************
 EL0828  DESIGNATION -  KONAWA WATER TANK
 EL0828  PID         -  EL0828
 EL0828  STATE/COUNTY-  OK/SEMINOLE
 EL0828  COUNTRY     -  US
 EL0828  USGS QUAD   -  KONAWA (2018)
 EL0828
 EL0828                         *CURRENT SURVEY CONTROL
 EL0828  ______________________________________________________________________
 EL0828* NAD 83(1993) POSITION- 34 57 37.50118(N) 096 45 13.82211(W)   ADJUSTED
 EL0828  ______________________________________________________________________
 EL0828  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 EL0828  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC18
 EL0828  HORZ ORDER      -  THIRD
 EL0828
 EL0828.The horizontal coordinates were established by classical geodetic methods
 EL0828.and adjusted by the National Geodetic Survey in November 1994.
 EL0828
 EL0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0828.GEOID18 height accuracy estimate available here.
 EL0828
 EL0828.Click photographs - Photos may exist for this station.
 EL0828
 EL0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0828
 EL0828. The following values were computed from the NAD 83(1993) position.
 EL0828
 EL0828;                    North         East     Units Scale Factor Converg.
 EL0828;SPC OK S     -   181,186.542   713,806.733   MT  0.99995743   +0 42 26.4
 EL0828;SPC OK S     -   594,442.85  2,341,880.92   sFT  0.99995743   +0 42 26.4
 EL0828;UTM  14      - 3,870,957.627   705,082.705   MT  1.00011839   +1 17 15.1
 EL0828
 EL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0508270957(NAD 83)
 EL0828
 EL0828                          SUPERSEDED SURVEY CONTROL
 EL0828
 EL0828  NAD 83(1986)-  34 57 37.50415(N)    096 45 13.80781(W) AD(       ) 3
 EL0828  NAD 27      -  34 57 37.21229(N)    096 45 12.74020(W) AD(       ) 3
 EL0828  USSD        -  34 57 37.14700(N)    096 45 13.09600(W) AD(       ) 3
 EL0828
 EL0828.Superseded values are not recommended for survey control.
 EL0828
 EL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0828.See file dsdata.pdf to determine how the superseded data were derived.
 EL0828
 EL0828_MARKER: 51 = TANK
 EL0828
 EL0828  HISTORY     - Date     Condition        Report By
 EL0828  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0828
 EL0828                          STATION DESCRIPTION
 EL0828
 EL0828'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0859 ***********************************************************************
 GH0859  DESIGNATION -  KREMLIN
 GH0859  PID         -  GH0859
 GH0859  STATE/COUNTY-  OK/GARFIELD
 GH0859  COUNTRY     -  US
 GH0859  USGS QUAD   -  HILLSDALE (2018)
 GH0859
 GH0859                         *CURRENT SURVEY CONTROL
 GH0859  ______________________________________________________________________
 GH0859* NAD 83(1993) POSITION- 36 33 53.38927(N) 097 52 37.53908(W)   ADJUSTED
 GH0859* NAVD 88 ORTHO HEIGHT -   345.    (meters)     1132.    (feet) SCALED
 GH0859  ______________________________________________________________________
 GH0859  GEOID HEIGHT    -        -27.847 (meters)                     GEOID18
 GH0859  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 GH0859  HORZ ORDER      -  THIRD
 GH0859
 GH0859.The horizontal coordinates were established by classical geodetic methods
 GH0859.and adjusted by the National Geodetic Survey in November 1994.
 GH0859
 GH0859.The orthometric height was scaled from a topographic map.
 GH0859
 GH0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0859.GEOID18 height accuracy estimate available here.
 GH0859
 GH0859.Click photographs - Photos may exist for this station.
 GH0859
 GH0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0859
 GH0859. The following values were computed from the NAD 83(1993) position.
 GH0859
 GH0859;                    North         East     Units Scale Factor Converg.
 GH0859;SPC OK N     -   173,632.471   611,001.741   MT  0.99996940   +0 04 21.1
 GH0859;SPC OK N     -   569,659.20  2,004,594.88   sFT  0.99996940   +0 04 21.1
 GH0859;UTM  14      - 4,047,185.974   600,480.114   MT  0.99972439   +0 40 08.4
 GH0859
 GH0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0859!SPC OK N     -   0.99995021  x   0.99996940  =   0.99991961
 GH0859!UTM  14      -   0.99995021  x   0.99972439  =   0.99967461
 GH0859
 GH0859:                Primary Azimuth Mark                     Grid Az
 GH0859:SPC OK N     -  KREMLIN AZ MK                            024 42 08.2
 GH0859:UTM  14      -  KREMLIN AZ MK                            024 06 20.9
 GH0859
 GH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0048047185(NAD 83)
 GH0859
 GH0859|---------------------------------------------------------------------|
 GH0859| PID    Reference Object                     Distance      Geod. Az  |
 GH0859|                                                           dddmmss.s |
 GH0859| CL4683 KREMLIN RM 1                         10.628 METERS 01120     |
 GH0859| GH0568 KREMLIN AZ MK                                      0244629.3 |
 GH0859| CL4684 KREMLIN RM 2                         18.472 METERS 09026     |
 GH0859|---------------------------------------------------------------------|
 GH0859
 GH0859                          SUPERSEDED SURVEY CONTROL
 GH0859
 GH0859  NAD 83(1986)-  36 33 53.39694(N)    097 52 37.52695(W) AD(       ) 3
 GH0859  NAD 27      -  36 33 53.28222(N)    097 52 36.32070(W) AD(       ) 3
 GH0859
 GH0859.Superseded values are not recommended for survey control.
 GH0859
 GH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0859.See file dsdata.pdf to determine how the superseded data were derived.
 GH0859
 GH0859_MARKER: DS = TRIANGULATION STATION DISK
 GH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0859_STAMPING: KREMLIN 1963
 GH0859_MARK LOGO: CGS
 GH0859_PROJECTION: FLUSH
 GH0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0859+STABILITY: SURFACE MOTION
 GH0859
 GH0859  HISTORY     - Date     Condition        Report By
 GH0859  HISTORY     - 1963     MONUMENTED       CGS
 GH0859
 GH0859                          STATION DESCRIPTION
 GH0859
 GH0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0859'THE STATION IS ABOUT 2-1/2 MILES WEST AND 1 MILE NORTH OF KREMLIN,
 GH0859'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST COUNTY ROAD.
 GH0859'
 GH0859'TO REACH THE STATION FROM THE RAILROAD CROSSING, ABOUT 0.1 MILE
 GH0859'NORTH OF THE ELEVATORS IN KREMLIN, GO WEST ON A PAVED ROAD
 GH0859'FOR 2.0 MILES TO A CROSSROADS AND U.S. HIGHWAYS 60, 64 AND
 GH0859'81.  TURN RIGHT AND GO NORTH ON HIGHWAYS 60, 64 AND 81 FOR 1.0
 GH0859'MILE TO A CROSSROADS.  (THE AZIMUTH MARK IS 0.45 MILE NORTH OF
 GH0859'THIS POINT) TURN LEFT AND GO 0.2 MILE TO A GATE AT THE STATION
 GH0859'ON THE LEFT.
 GH0859'
 GH0859'THE STATION MARK IS A STANDARD DISK, STAMPED KREMLIN 1963, SET
 GH0859'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0859'GROUND.  IT IS 34.6 FEET WEST OF A WEST GATE POST, 29.4 FEET
 GH0859'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A FENCE AND
 GH0859'6.8 FEET SOUTHEAST OF A WITNESS POST.
 GH0859'
 GH0859'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KREMLIN NO 1 1963,
 GH0859'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0859'THE GROUND.  IT IS 24.3 FEET NORTH OF THE CENTERLINE OF THE
 GH0859'ROAD AND 1 FOOT SOUTH OF A FENCE.
 GH0859'
 GH0859'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KREMLIN NO 2 1963,
 GH0859'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0859'THE GROUND.  IT IS 30.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GH0859'6.0 FEET EAST OF A EAST GATE POST AND 1 FOOT NORTH OF A FENCE.
 GH0859'
 GH0859'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KREMLIN 1963,
 GH0859'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0859'4 INCHES.  IT IS 39.2 FEET EAST OF THE CENTERLINE OF HIGHWAYS
 GH0859'60, 64 AND 81, 2.3 FEET SOUTH OF A WITNESS POST 2.2 FEET NORTH
 GH0859'OF A POWERLINE POLE NUMBERED 35 AND ABOUT 100 YARDS EAST OF
 GH0859'A HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0568 ***********************************************************************
 GH0568  DESIGNATION -  KREMLIN AZ MK
 GH0568  PID         -  GH0568
 GH0568  STATE/COUNTY-  OK/GARFIELD
 GH0568  COUNTRY     -  US
 GH0568  USGS QUAD   -  KREMLIN (2018)
 GH0568
 GH0568                         *CURRENT SURVEY CONTROL
 GH0568  ______________________________________________________________________
 GH0568* NAD 83(1986) POSITION- 36 34 20.     (N) 097 52 23.     (W)   SCALED
 GH0568* NAVD 88 ORTHO HEIGHT -   342.124 (meters)     1122.45  (feet) ADJUSTED
 GH0568  ______________________________________________________________________
 GH0568  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 GH0568  DYNAMIC HEIGHT  -        341.830 (meters)     1121.49  (feet) COMP
 GH0568  MODELED GRAVITY -    979,761.9   (mgal)                       NAVD 88
 GH0568
 GH0568  VERT ORDER      -  FIRST     CLASS II
 GH0568
 GH0568.The horizontal coordinates were scaled from a map and have
 GH0568.an estimated accuracy of +/- 6 seconds.
 GH0568
 GH0568.The orthometric height was determined by differential leveling and
 GH0568.adjusted by the NATIONAL GEODETIC SURVEY
 GH0568.in June 1991.
 GH0568
 GH0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0568.GEOID18 height accuracy estimate available here.
 GH0568
 GH0568.Click photographs - Photos may exist for this station.
 GH0568
 GH0568.The dynamic height is computed by dividing the NAVD 88
 GH0568.geopotential number by the normal gravity value computed on the
 GH0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0568.degrees latitude (g = 980.6199 gals.).
 GH0568
 GH0568.The modeled gravity was interpolated from observed gravity values.
 GH0568
 GH0568;                    North         East    Units  Estimated Accuracy
 GH0568;SPC OK N     -   174,450.      611,360.      MT  (+/- 180 meters Scaled)
 GH0568
 GH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF008480(NAD 83)
 GH0568
 GH0568                          SUPERSEDED SURVEY CONTROL
 GH0568
 GH0568  NGVD 29 (04/22/92)  341.961  (m)         1121.92   (f) ADJUSTED    1 2
 GH0568
 GH0568.Superseded values are not recommended for survey control.
 GH0568
 GH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0568.See file dsdata.pdf to determine how the superseded data were derived.
 GH0568
 GH0568_MARKER: DZ = AZIMUTH MARK DISK
 GH0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0568_STAMPING: KREMLIN 1963
 GH0568_MARK LOGO: CGS
 GH0568_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0568+STABILITY: SURFACE MOTION
 GH0568
 GH0568  HISTORY     - Date     Condition        Report By
 GH0568  HISTORY     - 1963     MONUMENTED       CGS
 GH0568  HISTORY     - 1985     GOOD             NGS
 GH0568
 GH0568                          STATION DESCRIPTION
 GH0568
 GH0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0568'22.0 KM (13.7 MI) NORTH FROM ENID.
 GH0568'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0568'IN ENID, THENCE 21.0 KM (13.0 MI) NORTH ALONG US HIGHWAY 81, 0.81 KM
 GH0568'(0.5 MI) NORTH OF A DIRT CROSSROADS, AT A 1/2 MILE SECTION FENCE LINE,
 GH0568'16.2 METERS (53 FT) EAST OF THE HIGHWAY CENTERLINE, 4.6 METERS (15 FT)
 GH0568'NORTH OF THE CENTER OF A DOUBLE WIRE GATE, 3.4 METERS (11 FT) SOUTH OF
 GH0568'THE CENTER OF A DOUBLE WIRE GATE, 0.61 METER (2 FT) NORTH OF POWER
 GH0568'POLE 35, 0.61 METER (2 FT) EAST-NORTHEAST OF A TELEPHONE JUNCTION BOX
 GH0568'AND 0.61 METER (2 FT) NORTHWEST OF THE WEST END OF A FENCE.
 GH0568'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0568'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0897 ***********************************************************************
 EL0897  DESIGNATION -  KVSO
 EL0897  PID         -  EL0897
 EL0897  STATE/COUNTY-  OK/CARTER
 EL0897  COUNTRY     -  US
 EL0897  USGS QUAD   -  TURNER FALLS (2018)
 EL0897
 EL0897                         *CURRENT SURVEY CONTROL
 EL0897  ______________________________________________________________________
 EL0897* NAD 83(1993) POSITION- 34 22 33.21284(N) 097 08 07.35845(W)   ADJUSTED
 EL0897* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 EL0897  ______________________________________________________________________
 EL0897  GEOID HEIGHT    -        -25.358 (meters)                     GEOID18
 EL0897  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 EL0897  HORZ ORDER      -  THIRD
 EL0897
 EL0897.The horizontal coordinates were established by classical geodetic methods
 EL0897.and adjusted by the National Geodetic Survey in November 1994.
 EL0897
 EL0897.The orthometric height was scaled from a topographic map.
 EL0897
 EL0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0897.GEOID18 height accuracy estimate available here.
 EL0897
 EL0897.Click photographs - Photos may exist for this station.
 EL0897
 EL0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0897
 EL0897. The following values were computed from the NAD 83(1993) position.
 EL0897
 EL0897;                    North         East     Units Scale Factor Converg.
 EL0897;SPC OK S     -   115,984.461   679,518.873   MT  0.99994252   +0 29 26.8
 EL0897;SPC OK S     -   380,525.69  2,229,388.17   sFT  0.99994252   +0 29 26.8
 EL0897;UTM  14      - 3,805,410.917   671,442.741   MT  0.99996231   +1 03 11.0
 EL0897
 EL0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0897!SPC OK S     -   0.99994338  x   0.99994252  =   0.99988590
 EL0897!UTM  14      -   0.99994338  x   0.99996231  =   0.99990569
 EL0897
 EL0897:                Primary Azimuth Mark                     Grid Az
 EL0897:SPC OK S     -  KVSO AZ MK                               350 57 18.5
 EL0897:UTM  14      -  KVSO AZ MK                               350 23 34.3
 EL0897
 EL0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7144205410(NAD 83)
 EL0897
 EL0897|---------------------------------------------------------------------|
 EL0897| PID    Reference Object                     Distance      Geod. Az  |
 EL0897|                                                           dddmmss.s |
 EL0897| EL0898 KVSO RM 1                            11.628 METERS 04803     |
 EL0897| CY1422 KVSO RM 2                            13.363 METERS 15209     |
 EL0897| CY1421 KVSO AZ MK                                         3512645.3 |
 EL0897|---------------------------------------------------------------------|
 EL0897
 EL0897                          SUPERSEDED SURVEY CONTROL
 EL0897
 EL0897  NAD 83(1986)-  34 22 33.21977(N)    097 08 07.34907(W) AD(       ) 3
 EL0897  NAD 27      -  34 22 32.89260(N)    097 08 06.28120(W) AD(       ) 3
 EL0897
 EL0897.Superseded values are not recommended for survey control.
 EL0897
 EL0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0897.See file dsdata.pdf to determine how the superseded data were derived.
 EL0897
 EL0897_MARKER: DS = TRIANGULATION STATION DISK
 EL0897_SETTING: 66 = SET IN ROCK OUTCROP
 EL0897_STAMPING: KVSO 1954
 EL0897_MARK LOGO: CGS
 EL0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0897+STABILITY: POSITION/ELEVATION WELL
 EL0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0897+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2002
 EL0897
 EL0897  HISTORY     - Date     Condition        Report By
 EL0897  HISTORY     - 1954     MONUMENTED       CGS
 EL0897  HISTORY     - 20020226 GOOD             NONE
 EL0897  HISTORY     - 20090419 MARK NOT FOUND   GEOCAC
 EL0897
 EL0897                          STATION DESCRIPTION
 EL0897
 EL0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0897'THE STATION IS AT THE SITE OF THE ARDMORE, RADIO STATION
 EL0897'KVSO-FM TRANSMITTING STATION, ABOUT 14 MILES NORTH OF ARDMORE.
 EL0897'9 MILES SOUTH OF DAVIS, 4-1/2 MILES NORTH OF SPRINGER, AND
 EL0897'4 MILES SOUTH OF TURNER FALLS PARK.  IT IS 30 FEET NORTHWEST
 EL0897'OF THE NORTHWEST CORNER OF THE CONTROL BUILDING AND 20.5
 EL0897'FEET NORTH OF THE NORTH END OF A LARGE LIQUIFIED PETROLEUM
 EL0897'STORAGE TANK.  IT IS A STANDARD BRONZE DISK CEMENTED IN
 EL0897'A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 EL0897'KVSO 1954.
 EL0897'
 EL0897'REFERENCE MARK NO. 1 IS 47 FEET SOUTH OF A FENCE AND 45
 EL0897'FEET NORTH OF THE NORTHWEST CORNER OF THE CONTROL BUILDING.
 EL0897'IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN
 EL0897'OUTCROPPING BEDROCK AND THE DISK IS STAMPED KVSO NO 1 1954.
 EL0897'
 EL0897'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED
 EL0897'IN A DRILL HOLE IN THE CONCRETE PORCH DECK OF THE CONTROL
 EL0897'BUILDING AND THE DISK IS STAMPED KVSO NO 2 1954.
 EL0897'
 EL0897'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 EL0897'MARK NO. 2 IS 64.75 FEET.
 EL0897'
 EL0897'THE AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF U.S.
 EL0897'HIGHWAY NO. 77, 29 FEET SOUTH OF THE SOUTHWEST CORNER OF
 EL0897'A SMALL STONE SHELTER, 21 FEET SOUTH OF A CATTLE GUARD,
 EL0897'AND 6 FEET WEST OF A FENCE, AND 3 FEET SOUTHWEST OF A WITNESS
 EL0897'POST.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 EL0897'HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE THE SURFACE
 EL0897'OF THE GROUND AND THE DISK IS STAMPED KVSO 1954.
 EL0897'
 EL0897'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER, GO
 EL0897'NORTHERLY ON U. S. HIGHWAY NO. 77 FOR 4.55 MILES TO THE
 EL0897'ARDMORE, RADIO STATION KVSO-FM MAST AND TRANSMITTING STATION
 EL0897'ON THE RIGHT ABOUT 100 YARDS AND THE STATION AS DESCRIBED.
 EL0897'
 EL0897'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 EL0897'ON U. S. HIGHWAY NO. 77 FOR 0.55 MILE TO A CATTLE GUARD
 EL0897'AND SMALL STONE SHELTER ON THE RIGHT AND THE MARK AS DESCRIBED.
 EL0897
 EL0897                          STATION RECOVERY (2002)
 EL0897
 EL0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0897'RECOVERED AS DESCRIBED.
 EL0897
 EL0897                          STATION RECOVERY (2009)
 EL0897
 EL0897'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0897'THE TRIANGULATION STATION AND REFERENCE MARKS ARE BEHIND A LOCKED GATE
 EL0897'AND INACCESSIBLE WITHOUT PRIOR PERMISSION.  THEY ARE PROBABLY STILL
 EL0897'THERE, HOWEVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0898 ***********************************************************************
 EL0898  DESIGNATION -  KVSO RM 1
 EL0898  PID         -  EL0898
 EL0898  STATE/COUNTY-  OK/CARTER
 EL0898  COUNTRY     -  US
 EL0898  USGS QUAD   -  TURNER FALLS (2018)
 EL0898
 EL0898                         *CURRENT SURVEY CONTROL
 EL0898  ______________________________________________________________________
 EL0898* NAD 83(1993) POSITION- 34 22 33.46507(N) 097 08 07.01993(W)   ADJUSTED
 EL0898* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 EL0898  ______________________________________________________________________
 EL0898  GEOID HEIGHT    -        -25.358 (meters)                     GEOID18
 EL0898  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 EL0898  HORZ ORDER      -  SECOND
 EL0898
 EL0898.The horizontal coordinates were established by classical geodetic methods
 EL0898.and adjusted by the National Geodetic Survey in November 1994.
 EL0898
 EL0898.The orthometric height was scaled from a topographic map.
 EL0898
 EL0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0898.GEOID18 height accuracy estimate available here.
 EL0898
 EL0898.Click photographs - Photos may exist for this station.
 EL0898
 EL0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0898
 EL0898. The following values were computed from the NAD 83(1993) position.
 EL0898
 EL0898;                    North         East     Units Scale Factor Converg.
 EL0898;SPC OK S     -   115,992.307   679,527.454   MT  0.99994251   +0 29 27.0
 EL0898;SPC OK S     -   380,551.43  2,229,416.32   sFT  0.99994251   +0 29 27.0
 EL0898;UTM  14      - 3,805,418.846   671,451.245   MT  0.99996235   +1 03 11.2
 EL0898
 EL0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0898!SPC OK S     -   0.99994338  x   0.99994251  =   0.99988589
 EL0898!UTM  14      -   0.99994338  x   0.99996235  =   0.99990573
 EL0898
 EL0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7145105418(NAD 83)
 EL0898
 EL0898                          SUPERSEDED SURVEY CONTROL
 EL0898
 EL0898  NAD 83(1986)-  34 22 33.47201(N)    097 08 07.01054(W) AD(       ) 2
 EL0898  NAD 27      -  34 22 33.14480(N)    097 08 05.94270(W) AD(       ) 2
 EL0898
 EL0898.Superseded values are not recommended for survey control.
 EL0898
 EL0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0898.See file dsdata.pdf to determine how the superseded data were derived.
 EL0898
 EL0898_MARKER: DR = REFERENCE MARK DISK
 EL0898_SETTING: 66 = SET IN ROCK OUTCROP
 EL0898_STAMPING: KVSO NO 1 1954
 EL0898_MARK LOGO: CGS
 EL0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0898+STABILITY: POSITION/ELEVATION WELL
 EL0898
 EL0898  HISTORY     - Date     Condition        Report By
 EL0898  HISTORY     - 1954     MONUMENTED       CGS
 EL0898
 EL0898                          STATION DESCRIPTION
 EL0898
 EL0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0898'THE MARK IS LOCATED ABOUT 8.5 MI (13.6 KM) NORTHWEST OF GENE AUTRY,
 EL0898'4.8 MI (7.8 KM) WEST-SOUTHWEST OF DOUGHERTY AND 4.3 MI (6.9 KM) NORTH
 EL0898'OF SPRINGER.
 EL0898'
 EL0898'TO REACH FROM THE POST OFFICE IN SPRINGER, GO NORTHERLY ON U.S.
 EL0898'HIGHWAY NO. 77 FOR 4.55 MILES TO THE ARDMORE, RADIO STATION KVSO-FM
 EL0898'MAST AND TRANSMITTING STATION ON THE RIGHT ABOUT 100 YARDS AND THE
 EL0898'MARK AS DESCRIBED.
 EL0898'
 EL0898'IS 47 FEET SOUTH OF A FENCE AND 45 FEET NORTH OF THE NORTHWEST CORNER
 EL0898'OF THE CONTROL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0500 ***********************************************************************
 EK0500  DESIGNATION -  L 100
 EK0500  PID         -  EK0500
 EK0500  STATE/COUNTY-  OK/PUSHMATAHA
 EK0500  COUNTRY     -  US
 EK0500  USGS QUAD   -  RATTAN (2019)
 EK0500
 EK0500                         *CURRENT SURVEY CONTROL
 EK0500  ______________________________________________________________________
 EK0500* NAD 83(1986) POSITION- 34 11 59.     (N) 095 28 10.     (W)   SCALED
 EK0500* NAVD 88 ORTHO HEIGHT -   145.227 (meters)      476.47  (feet) ADJUSTED
 EK0500  ______________________________________________________________________
 EK0500  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 EK0500  DYNAMIC HEIGHT  -        145.068 (meters)      475.94  (feet) COMP
 EK0500  MODELED GRAVITY -    979,541.8   (mgal)                       NAVD 88
 EK0500
 EK0500  VERT ORDER      -  SECOND    CLASS 0
 EK0500
 EK0500.The horizontal coordinates were scaled from a map and have
 EK0500.an estimated accuracy of +/- 6 seconds.
 EK0500
 EK0500.The orthometric height was determined by differential leveling and
 EK0500.adjusted by the NATIONAL GEODETIC SURVEY
 EK0500.in June 1991.
 EK0500
 EK0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0500.GEOID18 height accuracy estimate available here.
 EK0500
 EK0500.Click photographs - Photos may exist for this station.
 EK0500
 EK0500.The dynamic height is computed by dividing the NAVD 88
 EK0500.geopotential number by the normal gravity value computed on the
 EK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0500.degrees latitude (g = 980.6199 gals.).
 EK0500
 EK0500.The modeled gravity was interpolated from observed gravity values.
 EK0500
 EK0500;                    North         East    Units  Estimated Accuracy
 EK0500;SPC OK S     -    99,030.      833,200.      MT  (+/- 180 meters Scaled)
 EK0500
 EK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT724870(NAD 83)
 EK0500
 EK0500                          SUPERSEDED SURVEY CONTROL
 EK0500
 EK0500  NGVD 29 (??/??/92)  145.147  (m)          476.20   (f) ADJ UNCH    2 0
 EK0500
 EK0500.Superseded values are not recommended for survey control.
 EK0500
 EK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0500.See file dsdata.pdf to determine how the superseded data were derived.
 EK0500
 EK0500_MARKER: DB = BENCH MARK DISK
 EK0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0500_STAMPING: L 100 1960
 EK0500_MARK LOGO: CGS
 EK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0500+STABILITY: SURFACE MOTION
 EK0500
 EK0500  HISTORY     - Date     Condition        Report By
 EK0500  HISTORY     - 1960     MONUMENTED       CGS
 EK0500  HISTORY     - 1969     GOOD             DOD
 EK0500
 EK0500                          STATION DESCRIPTION
 EK0500
 EK0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0500'3.2 MI W FROM RATTAN.
 EK0500'ABOUT 3.25 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0500'OFFICE AT RATTAN, IN SECTION 24, R 17 E, T 4 S, AT THE WEST END
 EK0500'OF A SHORT FILL, 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EK0500'67 1/2 FEET WEST OF A TELEPHONE POLE, 6 INCHES NORTH OF A FENCE,
 EK0500'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 EK0500'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 EK0500'6 INCHES.
 EK0500
 EK0500                          STATION RECOVERY (1969)
 EK0500
 EK0500'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0475 ***********************************************************************
 EK0475  DESIGNATION -  L 101
 EK0475  PID         -  EK0475
 EK0475  STATE/COUNTY-  OK/PUSHMATAHA
 EK0475  COUNTRY     -  US
 EK0475  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0475
 EK0475                         *CURRENT SURVEY CONTROL
 EK0475  ______________________________________________________________________
 EK0475* NAD 83(1986) POSITION- 34 19 43.     (N) 095 09 24.     (W)   SCALED
 EK0475* NAVD 88 ORTHO HEIGHT -   183.839 (meters)      603.15  (feet) ADJUSTED
 EK0475  ______________________________________________________________________
 EK0475  GEOID HEIGHT    -        -30.888 (meters)                     GEOID18
 EK0475  DYNAMIC HEIGHT  -        183.636 (meters)      602.48  (feet) COMP
 EK0475  MODELED GRAVITY -    979,528.6   (mgal)                       NAVD 88
 EK0475
 EK0475  VERT ORDER      -  SECOND    CLASS 0
 EK0475
 EK0475.The horizontal coordinates were scaled from a map and have
 EK0475.an estimated accuracy of +/- 6 seconds.
 EK0475
 EK0475.The orthometric height was determined by differential leveling and
 EK0475.adjusted by the NATIONAL GEODETIC SURVEY
 EK0475.in June 1991.
 EK0475
 EK0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0475.GEOID18 height accuracy estimate available here.
 EK0475
 EK0475.Click photographs - Photos may exist for this station.
 EK0475
 EK0475.The dynamic height is computed by dividing the NAVD 88
 EK0475.geopotential number by the normal gravity value computed on the
 EK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0475.degrees latitude (g = 980.6199 gals.).
 EK0475
 EK0475.The modeled gravity was interpolated from observed gravity values.
 EK0475
 EK0475;                    North         East    Units  Estimated Accuracy
 EK0475;SPC OK S     -   114,080.      861,620.      MT  (+/- 180 meters Scaled)
 EK0475
 EK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU015006(NAD 83)
 EK0475
 EK0475                          SUPERSEDED SURVEY CONTROL
 EK0475
 EK0475  NGVD 29 (??/??/92)  183.765  (m)          602.90   (f) ADJ UNCH    2 0
 EK0475
 EK0475.Superseded values are not recommended for survey control.
 EK0475
 EK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0475.See file dsdata.pdf to determine how the superseded data were derived.
 EK0475
 EK0475_MARKER: DB = BENCH MARK DISK
 EK0475_SETTING: 80 = SET IN A BOULDER
 EK0475_STAMPING: L 101 1960
 EK0475_MARK LOGO: CGS
 EK0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0475+STABILITY: SURFACE MOTION
 EK0475
 EK0475  HISTORY     - Date     Condition        Report By
 EK0475  HISTORY     - 1960     MONUMENTED       CGS
 EK0475
 EK0475                          STATION DESCRIPTION
 EK0475
 EK0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0475'7.7 MI NE FROM CLOUDY.
 EK0475'ABOUT 7.7 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0475'OFFICE AT CLOUDY, IN SECTION 1, R 20 E, T 3 S, SET IN THE TOP
 EK0475'OF A ROUND TOP BOULDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND,
 EK0475'17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45 YARDS EAST OF
 EK0475'A Y JUNCTION OF BAGGS TRAIL LEADING NORTHEAST, AND ABOUT 2 FEET
 EK0475'ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0339 ***********************************************************************
 FK0339  DESIGNATION -  L 103
 FK0339  PID         -  FK0339
 FK0339  STATE/COUNTY-  OK/ROGER MILLS
 FK0339  COUNTRY     -  US
 FK0339  USGS QUAD   -  HACKBERRY CREEK (2019)
 FK0339
 FK0339                         *CURRENT SURVEY CONTROL
 FK0339  ______________________________________________________________________
 FK0339* NAD 83(1986) POSITION- 35 38 25.     (N) 100 00 00.     (W)   SCALED
 FK0339* NAVD 88 ORTHO HEIGHT -   743.442 (meters)     2439.11  (feet) ADJUSTED
 FK0339  ______________________________________________________________________
 FK0339  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 FK0339  DYNAMIC HEIGHT  -        742.639 (meters)     2436.47  (feet) COMP
 FK0339  MODELED GRAVITY -    979,529.0   (mgal)                       NAVD 88
 FK0339
 FK0339  VERT ORDER      -  SECOND    CLASS 0
 FK0339
 FK0339.The horizontal coordinates were scaled from a map and have
 FK0339.an estimated accuracy of +/- 6 seconds.
 FK0339
 FK0339.The orthometric height was determined by differential leveling and
 FK0339.adjusted by the NATIONAL GEODETIC SURVEY
 FK0339.in June 1991.
 FK0339
 FK0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0339.GEOID18 height accuracy estimate available here.
 FK0339
 FK0339.Click photographs - Photos may exist for this station.
 FK0339
 FK0339.The dynamic height is computed by dividing the NAVD 88
 FK0339.geopotential number by the normal gravity value computed on the
 FK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0339.degrees latitude (g = 980.6199 gals.).
 FK0339
 FK0339.The modeled gravity was interpolated from observed gravity values.
 FK0339
 FK0339;                    North         East    Units  Estimated Accuracy
 FK0339;SPC OK N     -    72,910.      418,870.      MT  (+/- 180 meters Scaled)
 FK0339
 FK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME094445(NAD 83)
 FK0339
 FK0339                          SUPERSEDED SURVEY CONTROL
 FK0339
 FK0339  NGVD 29 (??/??/92)  743.116  (m)         2438.04   (f) ADJ UNCH    2 0
 FK0339
 FK0339.Superseded values are not recommended for survey control.
 FK0339
 FK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0339.See file dsdata.pdf to determine how the superseded data were derived.
 FK0339
 FK0339_MARKER: DB = BENCH MARK DISK
 FK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0339_STAMPING: L 103 1934
 FK0339_MARK LOGO: CGS
 FK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0339+STABILITY: SURFACE MOTION
 FK0339
 FK0339  HISTORY     - Date     Condition        Report By
 FK0339  HISTORY     - 1934     MONUMENTED       CGS
 FK0339
 FK0339                          STATION DESCRIPTION
 FK0339
 FK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0339'5.4 MI W FROM REYDON.
 FK0339'5.4 MILES WEST OF P. AND SF. RR. STATION AT REYDON 0.3 MILE EAST
 FK0339'OF MILEPOST 56, 65 FEET SOUTH OF NEAREST RAIL OF PANHANDLE
 FK0339'AND SANTA FE TRACK, SET ON NORTHEAST CORNER OF CONCRETE MONUMENT
 FK0339'OF COUNTY AND STATE LINES OF HEMPHILL, TEXAS AND ROGER MILLS,
 FK0339'OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0451 ***********************************************************************
 FK0451  DESIGNATION -  L 105
 FK0451  PID         -  FK0451
 FK0451  STATE/COUNTY-  OK/ROGER MILLS
 FK0451  COUNTRY     -  US
 FK0451  USGS QUAD   -  BERLIN (2018)
 FK0451
 FK0451                         *CURRENT SURVEY CONTROL
 FK0451  ______________________________________________________________________
 FK0451* NAD 83(1986) POSITION- 35 27 43.00   (N) 099 39 15.33   (W)   HD_HELD1
 FK0451* NAVD 88 ORTHO HEIGHT -   632.224 (meters)     2074.22  (feet) ADJUSTED
 FK0451  ______________________________________________________________________
 FK0451  GEOID HEIGHT    -        -27.261 (meters)                     GEOID18
 FK0451  DYNAMIC HEIGHT  -        631.560 (meters)     2072.04  (feet) COMP
 FK0451  MODELED GRAVITY -    979,563.6   (mgal)                       NAVD 88
 FK0451
 FK0451  VERT ORDER      -  SECOND    CLASS 0
 FK0451
 FK0451.The horizontal coordinates were determined by differentially corrected
 FK0451.hand held GPS observations or other comparable positioning techniques
 FK0451.and have an estimated accuracy of +/- 3 meters.
 FK0451
 FK0451.The orthometric height was determined by differential leveling and
 FK0451.adjusted by the NATIONAL GEODETIC SURVEY
 FK0451.in June 1991.
 FK0451
 FK0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0451.GEOID18 height accuracy estimate available here.
 FK0451
 FK0451.Click photographs - Photos may exist for this station.
 FK0451
 FK0451.The dynamic height is computed by dividing the NAVD 88
 FK0451.geopotential number by the normal gravity value computed on the
 FK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0451.degrees latitude (g = 980.6199 gals.).
 FK0451
 FK0451.The modeled gravity was interpolated from observed gravity values.
 FK0451
 FK0451;                    North         East    Units  Estimated Accuracy
 FK0451;SPC OK N     -    52,533.7     449,843.6     MT  (+/- 3 meters HH1 GPS) 
 FK0451
 FK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4063424469(NAD 83)
 FK0451
 FK0451                          SUPERSEDED SURVEY CONTROL
 FK0451
 FK0451  NGVD 29 (??/??/92)  631.951  (m)         2073.33   (f) ADJ UNCH    2 0
 FK0451
 FK0451.Superseded values are not recommended for survey control.
 FK0451
 FK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0451.See file dsdata.pdf to determine how the superseded data were derived.
 FK0451
 FK0451_MARKER: DB = BENCH MARK DISK
 FK0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0451_SP_SET: BRIDGE
 FK0451_STAMPING: L 105 1934
 FK0451_MARK LOGO: CGS
 FK0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0451
 FK0451  HISTORY     - Date     Condition        Report By
 FK0451  HISTORY     - 1934     MONUMENTED       CGS
 FK0451
 FK0451                          STATION DESCRIPTION
 FK0451
 FK0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0451'10.9 MI S FROM CHEYENNE.
 FK0451'10.9 MILES SOUTH OF P AND SF RR STATION 15 FEET WEST OF CENTER
 FK0451'LINE OF HIGHWAY 283, ON SOUTHWEST WINGWALL OF CONCRETE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0369 ***********************************************************************
 GJ0369  DESIGNATION -  L 106
 GJ0369  PID         -  GJ0369
 GJ0369  STATE/COUNTY-  OK/HARPER
 GJ0369  COUNTRY     -  US
 GJ0369  USGS QUAD   -  MAY EAST (2018)
 GJ0369
 GJ0369                         *CURRENT SURVEY CONTROL
 GJ0369  ______________________________________________________________________
 GJ0369* NAD 83(1986) POSITION- 36 36 55.     (N) 099 44 46.     (W)   SCALED
 GJ0369* NAVD 88 ORTHO HEIGHT -   621.670 (meters)     2039.60  (feet) ADJUSTED
 GJ0369  ______________________________________________________________________
 GJ0369  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 GJ0369  DYNAMIC HEIGHT  -        621.075 (meters)     2037.64  (feet) COMP
 GJ0369  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 GJ0369
 GJ0369  VERT ORDER      -  SECOND    CLASS 0
 GJ0369
 GJ0369.The horizontal coordinates were scaled from a map and have
 GJ0369.an estimated accuracy of +/- 6 seconds.
 GJ0369
 GJ0369.The orthometric height was determined by differential leveling and
 GJ0369.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0369.in June 1991.
 GJ0369
 GJ0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0369.GEOID18 height accuracy estimate available here.
 GJ0369
 GJ0369.Click photographs - Photos may exist for this station.
 GJ0369
 GJ0369.The dynamic height is computed by dividing the NAVD 88
 GJ0369.geopotential number by the normal gravity value computed on the
 GJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0369.degrees latitude (g = 980.6199 gals.).
 GJ0369
 GJ0369.The modeled gravity was interpolated from observed gravity values.
 GJ0369
 GJ0369;                    North         East    Units  Estimated Accuracy
 GJ0369;SPC OK N     -   180,630.      443,810.      MT  (+/- 180 meters Scaled)
 GJ0369
 GJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF332524(NAD 83)
 GJ0369
 GJ0369                          SUPERSEDED SURVEY CONTROL
 GJ0369
 GJ0369  NGVD 29 (??/??/92)  621.391  (m)         2038.68   (f) ADJ UNCH    2 0
 GJ0369
 GJ0369.Superseded values are not recommended for survey control.
 GJ0369
 GJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0369.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0369
 GJ0369_MARKER: DB = BENCH MARK DISK
 GJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0369_STAMPING: L 106 1934
 GJ0369_MARK LOGO: CGS
 GJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0369+STABILITY: SURFACE MOTION
 GJ0369
 GJ0369  HISTORY     - Date     Condition        Report By
 GJ0369  HISTORY     - 1934     MONUMENTED       CGS
 GJ0369  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GJ0369
 GJ0369                          STATION DESCRIPTION
 GJ0369
 GJ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0369'AT MAY.
 GJ0369'0.3 MILE EAST OF STATION HOUSE OF MISSOURI KANSAS AND TEXAS
 GJ0369'RAILROAD, 35 FEET NORTH OF TRACK OVER RAILROAD BRIDGE 245-3, 5
 GJ0369'FEET WEST OF 10TH. POST WEST OF MILEPOST 245.
 GJ0369
 GJ0369                          STATION RECOVERY (2009)
 GJ0369
 GJ0369'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0005 ***********************************************************************
 GK0005  DESIGNATION -  L 107
 GK0005  PID         -  GK0005
 GK0005  STATE/COUNTY-  OK/BEAVER
 GK0005  COUNTRY     -  US
 GK0005  USGS QUAD   -  MOCANE (2018)
 GK0005
 GK0005                         *CURRENT SURVEY CONTROL
 GK0005  ______________________________________________________________________
 GK0005* NAD 83(1986) POSITION- 36 53 53.     (N) 100 22 27.     (W)   SCALED
 GK0005* NAVD 88 ORTHO HEIGHT -   805.960 (meters)     2644.22  (feet) ADJUSTED
 GK0005  ______________________________________________________________________
 GK0005  GEOID HEIGHT    -        -27.274 (meters)                     GEOID18
 GK0005  DYNAMIC HEIGHT  -        805.181 (meters)     2641.66  (feet) COMP
 GK0005  MODELED GRAVITY -    979,638.5   (mgal)                       NAVD 88
 GK0005
 GK0005  VERT ORDER      -  SECOND    CLASS 0
 GK0005
 GK0005.The horizontal coordinates were scaled from a map and have
 GK0005.an estimated accuracy of +/- 6 seconds.
 GK0005
 GK0005.The orthometric height was determined by differential leveling and
 GK0005.adjusted by the NATIONAL GEODETIC SURVEY
 GK0005.in June 1991.
 GK0005
 GK0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0005.GEOID18 height accuracy estimate available here.
 GK0005
 GK0005.Click photographs - Photos may exist for this station.
 GK0005
 GK0005.The dynamic height is computed by dividing the NAVD 88
 GK0005.geopotential number by the normal gravity value computed on the
 GK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0005.degrees latitude (g = 980.6199 gals.).
 GK0005
 GK0005.The modeled gravity was interpolated from observed gravity values.
 GK0005
 GK0005;                    North         East    Units  Estimated Accuracy
 GK0005;SPC OK N     -   213,190.      388,410.      MT  (+/- 180 meters Scaled)
 GK0005
 GK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF775844(NAD 83)
 GK0005
 GK0005                          SUPERSEDED SURVEY CONTROL
 GK0005
 GK0005  NGVD 29 (??/??/92)  805.617  (m)         2643.10   (f) ADJ UNCH    2 0
 GK0005
 GK0005.Superseded values are not recommended for survey control.
 GK0005
 GK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0005.See file dsdata.pdf to determine how the superseded data were derived.
 GK0005
 GK0005_MARKER: DB = BENCH MARK DISK
 GK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0005_STAMPING: L 107 1934
 GK0005_MARK LOGO: CGS
 GK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0005+STABILITY: SURFACE MOTION
 GK0005
 GK0005  HISTORY     - Date     Condition        Report By
 GK0005  HISTORY     - 1934     MONUMENTED       CGS
 GK0005  HISTORY     - 1969     GOOD             USGS
 GK0005
 GK0005                          STATION DESCRIPTION
 GK0005
 GK0005'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GK0005'11.1 MI E FROM FORGAN.
 GK0005'ABOUT 11.1 MILES EAST ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM
 GK0005'THE STATION AT FORGAN, BEAVER COUNTY, AT MOCANO, ABOUT 0.3 MILE EAST
 GK0005'OF MILEPOST 293, 57 FEET SOUTH OF THE SOUTH RAIL, 74 FEET NORTH OF
 GK0005'CONTOR OF EAST-WEST TRAIL AND 100 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 GK0005'FENCE, AND 45 FEET SOUTHWEST OF A SMALL GROUP OF ELM TREES, 1.2 FEET
 GK0005'NORTH OF METAL WITNESS POST.  A STANDARD DISK, STAMPED L107 1934 AND
 GK0005'NOT IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0384 ***********************************************************************
 GJ0384  DESIGNATION -  L 108
 GJ0384  PID         -  GJ0384
 GJ0384  STATE/COUNTY-  OK/HARPER
 GJ0384  COUNTRY     -  US
 GJ0384  USGS QUAD   -  ROSSTON NW (2018)
 GJ0384
 GJ0384                         *CURRENT SURVEY CONTROL
 GJ0384  ______________________________________________________________________
 GJ0384* NAD 83(1986) POSITION- 36 58 23.     (N) 099 58 29.     (W)   SCALED
 GJ0384* NAVD 88 ORTHO HEIGHT -   604.668 (meters)     1983.81  (feet) ADJUSTED
 GJ0384  ______________________________________________________________________
 GJ0384  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 GJ0384  DYNAMIC HEIGHT  -        604.113 (meters)     1981.99  (feet) COMP
 GJ0384  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 GJ0384
 GJ0384  VERT ORDER      -  SECOND    CLASS 0
 GJ0384
 GJ0384.The horizontal coordinates were scaled from a map and have
 GJ0384.an estimated accuracy of +/- 6 seconds.
 GJ0384
 GJ0384.The orthometric height was determined by differential leveling and
 GJ0384.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0384.in June 1991.
 GJ0384
 GJ0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0384.GEOID18 height accuracy estimate available here.
 GJ0384
 GJ0384.Click photographs - Photos may exist for this station.
 GJ0384
 GJ0384.The dynamic height is computed by dividing the NAVD 88
 GJ0384.geopotential number by the normal gravity value computed on the
 GJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0384.degrees latitude (g = 980.6199 gals.).
 GJ0384
 GJ0384.The modeled gravity was interpolated from observed gravity values.
 GJ0384
 GJ0384;                    North         East    Units  Estimated Accuracy
 GJ0384;SPC OK N     -   220,720.      424,170.      MT  (+/- 180 meters Scaled)
 GJ0384
 GJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF132923(NAD 83)
 GJ0384
 GJ0384                          SUPERSEDED SURVEY CONTROL
 GJ0384
 GJ0384  NGVD 29 (??/??/92)  604.379  (m)         1982.87   (f) ADJ UNCH    2 0
 GJ0384
 GJ0384.Superseded values are not recommended for survey control.
 GJ0384
 GJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0384.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0384
 GJ0384_MARKER: DB = BENCH MARK DISK
 GJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0384_STAMPING: L 108 1934
 GJ0384_MARK LOGO: CGS
 GJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0384+STABILITY: SURFACE MOTION
 GJ0384
 GJ0384  HISTORY     - Date     Condition        Report By
 GJ0384  HISTORY     - 1934     MONUMENTED       CGS
 GJ0384  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0384
 GJ0384                          STATION DESCRIPTION
 GJ0384
 GJ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0384'4.1 MI S FROM ENGLEWOOD.
 GJ0384'0.1 MILE SOUTH OF BRIDGE ACROSS CIMARRON RIVER, 105 FEET EAST
 GJ0384'OF CENTER LINE FOR NEW HIGHWAY 283, 99 FEET WEST OF CENTER LINE
 GJ0384'OF OLD HIGHWAY.  NOTE-- PROBABLY COVERED BY SAND DRIFTS.
 GJ0384
 GJ0384                          STATION RECOVERY (1970)
 GJ0384
 GJ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GJ0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0171 ***********************************************************************
 GJ0171  DESIGNATION -  L 109
 GJ0171  PID         -  GJ0171
 GJ0171  STATE/COUNTY-  OK/WOODS
 GJ0171  COUNTRY     -  US
 GJ0171  USGS QUAD   -  WAYNOKA NW (2018)
 GJ0171
 GJ0171                         *CURRENT SURVEY CONTROL
 GJ0171  ______________________________________________________________________
 GJ0171* NAD 83(1986) POSITION- 36 40 31.     (N) 098 58 14.     (W)   SCALED
 GJ0171* NAVD 88 ORTHO HEIGHT -   505.201 (meters)     1657.48  (feet) ADJUSTED
 GJ0171  ______________________________________________________________________
 GJ0171  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 GJ0171  DYNAMIC HEIGHT  -        504.742 (meters)     1655.97  (feet) COMP
 GJ0171  MODELED GRAVITY -    979,707.2   (mgal)                       NAVD 88
 GJ0171
 GJ0171  VERT ORDER      -  SECOND    CLASS 0
 GJ0171
 GJ0171.The horizontal coordinates were scaled from a map and have
 GJ0171.an estimated accuracy of +/- 6 seconds.
 GJ0171
 GJ0171.The orthometric height was determined by differential leveling and
 GJ0171.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0171.in June 1991.
 GJ0171
 GJ0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0171.GEOID18 height accuracy estimate available here.
 GJ0171
 GJ0171.Click photographs - Photos may exist for this station.
 GJ0171
 GJ0171.The dynamic height is computed by dividing the NAVD 88
 GJ0171.geopotential number by the normal gravity value computed on the
 GJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0171.degrees latitude (g = 980.6199 gals.).
 GJ0171
 GJ0171.The modeled gravity was interpolated from observed gravity values.
 GJ0171
 GJ0171;                    North         East    Units  Estimated Accuracy
 GJ0171;SPC OK N     -   186,320.      513,250.      MT  (+/- 180 meters Scaled)
 GJ0171
 GJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF026588(NAD 83)
 GJ0171
 GJ0171                          SUPERSEDED SURVEY CONTROL
 GJ0171
 GJ0171  NGVD 29 (??/??/92)  504.983  (m)         1656.77   (f) ADJ UNCH    2 0
 GJ0171
 GJ0171.Superseded values are not recommended for survey control.
 GJ0171
 GJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0171.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0171
 GJ0171_MARKER: DB = BENCH MARK DISK
 GJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0171_STAMPING: L 109 1934
 GJ0171_MARK LOGO: CGS
 GJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0171+STABILITY: SURFACE MOTION
 GJ0171
 GJ0171  HISTORY     - Date     Condition        Report By
 GJ0171  HISTORY     - 1934     MONUMENTED       CGS
 GJ0171
 GJ0171                          STATION DESCRIPTION
 GJ0171
 GJ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0171'9 MI NW FROM WAYNOKA.
 GJ0171'9.0 MILES NORTHWEST OF A.T. AND SF. RR. STATION AT WAYNOKA, 300
 GJ0171'FEET SOUTH OF MILEPOST 9, 45 FEET SOUTHWEST OF NEAREST RAIL OF
 GJ0171'ATCHISON AND SANTA FE TRACK, 15 FEET SOUTHEAST OF GATE CROSSING
 GJ0171'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0033 ***********************************************************************
 GJ0033  DESIGNATION -  L 110
 GJ0033  PID         -  GJ0033
 GJ0033  STATE/COUNTY-  OK/ALFALFA
 GJ0033  COUNTRY     -  US
 GJ0033  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0033
 GJ0033                         *CURRENT SURVEY CONTROL
 GJ0033  ______________________________________________________________________
 GJ0033* NAD 83(1986) POSITION- 36 48 43.     (N) 098 22 09.     (W)   SCALED
 GJ0033* NAVD 88 ORTHO HEIGHT -   361.582 (meters)     1186.29  (feet) ADJUSTED
 GJ0033  ______________________________________________________________________
 GJ0033  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 GJ0033  DYNAMIC HEIGHT  -        361.270 (meters)     1185.27  (feet) COMP
 GJ0033  MODELED GRAVITY -    979,759.5   (mgal)                       NAVD 88
 GJ0033
 GJ0033  VERT ORDER      -  SECOND    CLASS 0
 GJ0033
 GJ0033.The horizontal coordinates were scaled from a map and have
 GJ0033.an estimated accuracy of +/- 6 seconds.
 GJ0033
 GJ0033.The orthometric height was determined by differential leveling and
 GJ0033.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0033.in June 1991.
 GJ0033
 GJ0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0033.GEOID18 height accuracy estimate available here.
 GJ0033
 GJ0033.Click photographs - Photos may exist for this station.
 GJ0033
 GJ0033.The dynamic height is computed by dividing the NAVD 88
 GJ0033.geopotential number by the normal gravity value computed on the
 GJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0033.degrees latitude (g = 980.6199 gals.).
 GJ0033
 GJ0033.The modeled gravity was interpolated from observed gravity values.
 GJ0033
 GJ0033;                    North         East    Units  Estimated Accuracy
 GJ0033;SPC OK N     -   201,110.      567,060.      MT  (+/- 180 meters Scaled)
 GJ0033
 GJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF562741(NAD 83)
 GJ0033
 GJ0033                          SUPERSEDED SURVEY CONTROL
 GJ0033
 GJ0033  NGVD 29 (??/??/92)  361.425  (m)         1185.78   (f) ADJ UNCH    2 0
 GJ0033
 GJ0033.Superseded values are not recommended for survey control.
 GJ0033
 GJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0033.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0033
 GJ0033_MARKER: DB = BENCH MARK DISK
 GJ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0033_STAMPING: L 110 1934
 GJ0033_MARK LOGO: CGS
 GJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0033+STABILITY: SURFACE MOTION
 GJ0033
 GJ0033  HISTORY     - Date     Condition        Report By
 GJ0033  HISTORY     - 1934     MONUMENTED       CGS
 GJ0033  HISTORY     - 1967     POOR             USGS
 GJ0033
 GJ0033                          STATION DESCRIPTION
 GJ0033
 GJ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0033'3.9 MI NW FROM CHEROKEE.
 GJ0033'3.9 MILES NW. OF A.T. AND SF. RR. STATION AT CHEROKEE, 66 FEET
 GJ0033'NORTH OF 9TH. POLE NORTH OF MILEPOST 16, 50 FEET WEST OF NEAREST
 GJ0033'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 36 FEET NORTH OF
 GJ0033'CENTER LINE OF SECTION LINE ROAD.
 GJ0033
 GJ0033                          STATION RECOVERY (1967)
 GJ0033
 GJ0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0033'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0012 ***********************************************************************
 GJ0012  DESIGNATION -  L 111
 GJ0012  PID         -  GJ0012
 GJ0012  STATE/COUNTY-  OK/ALFALFA
 GJ0012  COUNTRY     -  US
 GJ0012  USGS QUAD   -  LAMBERT (2018)
 GJ0012
 GJ0012                         *CURRENT SURVEY CONTROL
 GJ0012  ______________________________________________________________________
 GJ0012* NAD 83(1986) POSITION- 36 42 36.     (N) 098 23 38.     (W)   SCALED
 GJ0012* NAVD 88 ORTHO HEIGHT -   368.633 (meters)     1209.42  (feet) ADJUSTED
 GJ0012  ______________________________________________________________________
 GJ0012  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 GJ0012  DYNAMIC HEIGHT  -        368.312 (meters)     1208.37  (feet) COMP
 GJ0012  MODELED GRAVITY -    979,751.0   (mgal)                       NAVD 88
 GJ0012
 GJ0012  VERT ORDER      -  SECOND    CLASS 0
 GJ0012
 GJ0012.The horizontal coordinates were scaled from a map and have
 GJ0012.an estimated accuracy of +/- 6 seconds.
 GJ0012
 GJ0012.The orthometric height was determined by differential leveling and
 GJ0012.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0012.in June 1991.
 GJ0012
 GJ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0012.GEOID18 height accuracy estimate available here.
 GJ0012
 GJ0012.Click photographs - Photos may exist for this station.
 GJ0012
 GJ0012.The dynamic height is computed by dividing the NAVD 88
 GJ0012.geopotential number by the normal gravity value computed on the
 GJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0012.degrees latitude (g = 980.6199 gals.).
 GJ0012
 GJ0012.The modeled gravity was interpolated from observed gravity values.
 GJ0012
 GJ0012;                    North         East    Units  Estimated Accuracy
 GJ0012;SPC OK N     -   189,810.      564,810.      MT  (+/- 180 meters Scaled)
 GJ0012
 GJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF541628(NAD 83)
 GJ0012
 GJ0012                          SUPERSEDED SURVEY CONTROL
 GJ0012
 GJ0012  NGVD 29 (??/??/92)  368.480  (m)         1208.92   (f) ADJ UNCH    2 0
 GJ0012
 GJ0012.Superseded values are not recommended for survey control.
 GJ0012
 GJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0012.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0012
 GJ0012_MARKER: DB = BENCH MARK DISK
 GJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0012_STAMPING: L 111 1935
 GJ0012_MARK LOGO: CGS
 GJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0012+STABILITY: SURFACE MOTION
 GJ0012
 GJ0012  HISTORY     - Date     Condition        Report By
 GJ0012  HISTORY     - 1935     MONUMENTED       CGS
 GJ0012  HISTORY     - 1966     MARK NOT FOUND   USGS
 GJ0012
 GJ0012                          STATION DESCRIPTION
 GJ0012
 GJ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0012'2 MI NE FROM YEWED.
 GJ0012'2.0 MILES NORTHEAST OF A.T. AND SF. RR. STATION AT YEWED, 48
 GJ0012'FEET NORTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0012'TRACK, 30 FEET SOUTH OF CENTER LINE OF SECTION LINE ROAD, 5
 GJ0012'FEET NORTHEAST OF 4TH. POLE SOUTHWEST OF MILEPOST 304.
 GJ0012
 GJ0012                          STATION RECOVERY (1966)
 GJ0012
 GJ0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GJ0012'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0112 ***********************************************************************
 GJ0112  DESIGNATION -  L 112
 GJ0112  PID         -  GJ0112
 GJ0112  STATE/COUNTY-  OK/BLAINE
 GJ0112  COUNTRY     -  US
 GJ0112  USGS QUAD   -  CANTON (2018)
 GJ0112
 GJ0112                         *CURRENT SURVEY CONTROL
 GJ0112  ______________________________________________________________________
 GJ0112* NAD 83(1986) POSITION- 36 06 05.     (N) 098 33 18.     (W)   SCALED
 GJ0112* NAVD 88 ORTHO HEIGHT -   494.589 (meters)     1622.66  (feet) ADJUSTED
 GJ0112  ______________________________________________________________________
 GJ0112  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 GJ0112  DYNAMIC HEIGHT  -        494.127 (meters)     1621.15  (feet) COMP
 GJ0112  MODELED GRAVITY -    979,684.1   (mgal)                       NAVD 88
 GJ0112
 GJ0112  VERT ORDER      -  SECOND    CLASS 0
 GJ0112
 GJ0112.The horizontal coordinates were scaled from a map and have
 GJ0112.an estimated accuracy of +/- 6 seconds.
 GJ0112
 GJ0112.The orthometric height was determined by differential leveling and
 GJ0112.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0112.in June 1991.
 GJ0112
 GJ0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0112.GEOID18 height accuracy estimate available here.
 GJ0112
 GJ0112.Click photographs - Photos may exist for this station.
 GJ0112
 GJ0112.The dynamic height is computed by dividing the NAVD 88
 GJ0112.geopotential number by the normal gravity value computed on the
 GJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0112.degrees latitude (g = 980.6199 gals.).
 GJ0112
 GJ0112.The modeled gravity was interpolated from observed gravity values.
 GJ0112
 GJ0112;                    North         East    Units  Estimated Accuracy
 GJ0112;SPC OK N     -   122,350.      550,030.      MT  (+/- 180 meters Scaled)
 GJ0112
 GJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE400952(NAD 83)
 GJ0112
 GJ0112                          SUPERSEDED SURVEY CONTROL
 GJ0112
 GJ0112  NGVD 29 (??/??/92)  494.397  (m)         1622.03   (f) ADJ UNCH    2 0
 GJ0112
 GJ0112.Superseded values are not recommended for survey control.
 GJ0112
 GJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0112.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0112
 GJ0112_MARKER: DB = BENCH MARK DISK
 GJ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0112_STAMPING: L 112 1935
 GJ0112_MARK LOGO: CGS
 GJ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0112+STABILITY: SURFACE MOTION
 GJ0112
 GJ0112  HISTORY     - Date     Condition        Report By
 GJ0112  HISTORY     - 1935     MONUMENTED       CGS
 GJ0112  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0112
 GJ0112                          STATION DESCRIPTION
 GJ0112
 GJ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0112'2.5 MI S FROM LONGDALE.
 GJ0112'2.5 MILES SOUTH OF A.T. AND SF. RR. STATION AT LONGDALE 35 FEET
 GJ0112'WEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 30
 GJ0112'FEET NORTH OF CENTER LINE OF SECTION LINE ROAD, 18 FEET EAST OF
 GJ0112'MILEPOST 350, 1 FOOT NORTH OF FENCE LINE.
 GJ0112
 GJ0112                          STATION RECOVERY (1972)
 GJ0112
 GJ0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0142 ***********************************************************************
 GJ0142  DESIGNATION -  L 114
 GJ0142  PID         -  GJ0142
 GJ0142  STATE/COUNTY-  OK/DEWEY
 GJ0142  COUNTRY     -  US
 GJ0142  USGS QUAD   -  TALOGA (2018)
 GJ0142
 GJ0142                         *CURRENT SURVEY CONTROL
 GJ0142  ______________________________________________________________________
 GJ0142* NAD 83(1986) POSITION- 36 02 28.     (N) 098 57 49.     (W)   SCALED
 GJ0142* NAVD 88 ORTHO HEIGHT -   520.900 (meters)     1708.99  (feet) ADJUSTED
 GJ0142  ______________________________________________________________________
 GJ0142  GEOID HEIGHT    -        -27.752 (meters)                     GEOID18
 GJ0142  DYNAMIC HEIGHT  -        520.392 (meters)     1707.32  (feet) COMP
 GJ0142  MODELED GRAVITY -    979,641.7   (mgal)                       NAVD 88
 GJ0142
 GJ0142  VERT ORDER      -  SECOND    CLASS 0
 GJ0142
 GJ0142.The horizontal coordinates were scaled from a map and have
 GJ0142.an estimated accuracy of +/- 6 seconds.
 GJ0142
 GJ0142.The orthometric height was determined by differential leveling and
 GJ0142.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0142.in June 1991.
 GJ0142
 GJ0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0142.GEOID18 height accuracy estimate available here.
 GJ0142
 GJ0142.Click photographs - Photos may exist for this station.
 GJ0142
 GJ0142.The dynamic height is computed by dividing the NAVD 88
 GJ0142.geopotential number by the normal gravity value computed on the
 GJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0142.degrees latitude (g = 980.6199 gals.).
 GJ0142
 GJ0142.The modeled gravity was interpolated from observed gravity values.
 GJ0142
 GJ0142;                    North         East    Units  Estimated Accuracy
 GJ0142;SPC OK N     -   115,950.      513,170.      MT  (+/- 180 meters Scaled)
 GJ0142
 GJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE032885(NAD 83)
 GJ0142
 GJ0142                          SUPERSEDED SURVEY CONTROL
 GJ0142
 GJ0142  NGVD 29 (??/??/92)  520.673  (m)         1708.24   (f) ADJ UNCH    2 0
 GJ0142
 GJ0142.Superseded values are not recommended for survey control.
 GJ0142
 GJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0142.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0142
 GJ0142_MARKER: DB = BENCH MARK DISK
 GJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0142_STAMPING: L 114 1935
 GJ0142_MARK LOGO: CGS
 GJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0142+STABILITY: SURFACE MOTION
 GJ0142
 GJ0142  HISTORY     - Date     Condition        Report By
 GJ0142  HISTORY     - 1935     MONUMENTED       CGS
 GJ0142
 GJ0142                          STATION DESCRIPTION
 GJ0142
 GJ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0142'AT TALOGA.
 GJ0142'AT TALOGA, 90 FEET NORTH OF CENTER LINE OF EAST AND WEST ROAD AT
 GJ0142'NORTH EDGE OF TALOGA.  50 FEET WEST OF CENTER LINE OF OKLAHOMA
 GJ0142'STATE HIGHWAY 14.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0143 ***********************************************************************
 GJ0143  DESIGNATION -  L 114 RESET
 GJ0143  PID         -  GJ0143
 GJ0143  STATE/COUNTY-  OK/DEWEY
 GJ0143  COUNTRY     -  US
 GJ0143  USGS QUAD   -  TALOGA (2018)
 GJ0143
 GJ0143                         *CURRENT SURVEY CONTROL
 GJ0143  ______________________________________________________________________
 GJ0143* NAD 83(1986) POSITION- 36 02 28.     (N) 098 57 50.     (W)   SCALED
 GJ0143* NAVD 88 ORTHO HEIGHT -   520.81  (+/-2cm)     1708.7   (feet) VERTCON3
 GJ0143  ______________________________________________________________________
 GJ0143  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 GJ0143  VERT ORDER      -  THIRD (See Below)
 GJ0143
 GJ0143.The horizontal coordinates were scaled from a map and have
 GJ0143.an estimated accuracy of +/- 6 seconds.
 GJ0143
 GJ0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0143
 GJ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0143.GEOID18 height accuracy estimate available here.
 GJ0143
 GJ0143.The vertical order pertains to the NGVD 29 superseded value.
 GJ0143
 GJ0143.Click photographs - Photos may exist for this station.
 GJ0143
 GJ0143;                    North         East    Units  Estimated Accuracy
 GJ0143;SPC OK N     -   115,950.      513,140.      MT  (+/- 180 meters Scaled)
 GJ0143
 GJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE032885(NAD 83)
 GJ0143
 GJ0143                          SUPERSEDED SURVEY CONTROL
 GJ0143
 GJ0143  NGVD 29 (??/??/??)  520.58   (m)         1707.9    (f) RESET       3  
 GJ0143
 GJ0143.Superseded values are not recommended for survey control.
 GJ0143
 GJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0143.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0143
 GJ0143_MARKER: DB = BENCH MARK DISK
 GJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0143_STAMPING: L 114 RESET 1948
 GJ0143_MARK LOGO: CGS
 GJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0143+STABILITY: SURFACE MOTION
 GJ0143
 GJ0143  HISTORY     - Date     Condition        Report By
 GJ0143  HISTORY     - 1948     MONUMENTED       CGS
 GJ0143  HISTORY     - 1969     GOOD             USGS
 GJ0143
 GJ0143                          STATION DESCRIPTION
 GJ0143
 GJ0143'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 GJ0143'AT TALOGA.
 GJ0143'AT TALOGA, DEWEY CO. 114 FT. N. OF THE CENTERLINE OF THE E-W
 GJ0143'STREET N. OF THE COMMUNITY BUILDING, AND 38 FT. W. OF THE
 GJ0143'CENTERLINE OF STATE HIGHWAY 14.  A STANDARD DISK SET IN THE TOP
 GJ0143'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0358 ***********************************************************************
 GL0358  DESIGNATION -  L 12
 GL0358  PID         -  GL0358
 GL0358  STATE/COUNTY-  OK/CIMARRON
 GL0358  COUNTRY     -  US
 GL0358  USGS QUAD   -  KENTON (2018)
 GL0358
 GL0358                         *CURRENT SURVEY CONTROL
 GL0358  ______________________________________________________________________
 GL0358* NAD 83(1986) POSITION- 36 53 49.85   (N) 102 55 16.23   (W)   HD_HELD1
 GL0358* NAVD 88 ORTHO HEIGHT -  1322.925 (meters)     4340.30  (feet) ADJUSTED
 GL0358  ______________________________________________________________________
 GL0358  GEOID HEIGHT    -        -22.635 (meters)                     GEOID18
 GL0358  DYNAMIC HEIGHT  -       1321.458 (meters)     4335.48  (feet) COMP
 GL0358  MODELED GRAVITY -    979,476.3   (mgal)                       NAVD 88
 GL0358
 GL0358  VERT ORDER      -  SECOND    CLASS 0
 GL0358
 GL0358.The horizontal coordinates were determined by differentially corrected
 GL0358.hand held GPS observations or other comparable positioning techniques
 GL0358.and have an estimated accuracy of +/- 3 meters.
 GL0358
 GL0358.The orthometric height was determined by differential leveling and
 GL0358.adjusted by the NATIONAL GEODETIC SURVEY
 GL0358.in June 1991.
 GL0358
 GL0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0358.GEOID18 height accuracy estimate available here.
 GL0358
 GL0358.Click photographs - Photos may exist for this station.
 GL0358
 GL0358.The dynamic height is computed by dividing the NAVD 88
 GL0358.geopotential number by the normal gravity value computed on the
 GL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0358.degrees latitude (g = 980.6199 gals.).
 GL0358
 GL0358.The modeled gravity was interpolated from observed gravity values.
 GL0358
 GL0358;                    North         East    Units  Estimated Accuracy
 GL0358;SPC OK N     -   221,621.7     161,545.1     MT  (+/- 3 meters HH1 GPS) 
 GL0358
 GL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8522585484(NAD 83)
 GL0358
 GL0358                          SUPERSEDED SURVEY CONTROL
 GL0358
 GL0358.No superseded survey control is available for this station.
 GL0358
 GL0358_MARKER: DB = BENCH MARK DISK
 GL0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0358_STAMPING: L 12 1939
 GL0358_MARK LOGO: CGS
 GL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0358+STABILITY: SURFACE MOTION
 GL0358
 GL0358  HISTORY     - Date     Condition        Report By
 GL0358  HISTORY     - 1939     MONUMENTED       CGS
 GL0358
 GL0358                          STATION DESCRIPTION
 GL0358
 GL0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0358'2.7 MI E FROM KENTON.
 GL0358'2.7 MILES EAST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  100 FEET
 GL0358'SOUTHWEST OF A CURVE.  60 FEET SOUTH OF CENTER-LINE OF HIGHWAY.  24
 GL0358'FEET SOUTH OF FENCE LINE AND T ANGLE IN FENCE.  3 FEET WEST OF NORTH
 GL0358'AND SOUTH FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0202 ***********************************************************************
 EM0202  DESIGNATION -  L 123
 EM0202  PID         -  EM0202
 EM0202  STATE/COUNTY-  OK/KIOWA
 EM0202  COUNTRY     -  US
 EM0202  USGS QUAD   -  LAKE ALTUS (2018)
 EM0202
 EM0202                         *CURRENT SURVEY CONTROL
 EM0202  ______________________________________________________________________
 EM0202* NAD 83(1986) POSITION- 34 57 28.     (N) 099 15 07.     (W)   SCALED
 EM0202* NAVD 88 ORTHO HEIGHT -   468.669 (meters)     1537.62  (feet) ADJUSTED
 EM0202  ______________________________________________________________________
 EM0202  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 EM0202  DYNAMIC HEIGHT  -        468.216 (meters)     1536.14  (feet) COMP
 EM0202  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EM0202
 EM0202  VERT ORDER      -  SECOND    CLASS 0
 EM0202
 EM0202.The horizontal coordinates were scaled from a map and have
 EM0202.an estimated accuracy of +/- 6 seconds.
 EM0202
 EM0202.The orthometric height was determined by differential leveling and
 EM0202.adjusted by the NATIONAL GEODETIC SURVEY
 EM0202.in June 1991.
 EM0202
 EM0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0202.GEOID18 height accuracy estimate available here.
 EM0202
 EM0202.Click photographs - Photos may exist for this station.
 EM0202
 EM0202.The dynamic height is computed by dividing the NAVD 88
 EM0202.geopotential number by the normal gravity value computed on the
 EM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0202.degrees latitude (g = 980.6199 gals.).
 EM0202
 EM0202.The modeled gravity was interpolated from observed gravity values.
 EM0202
 EM0202;                    North         East    Units  Estimated Accuracy
 EM0202;SPC OK S     -   180,900.      485,660.      MT  (+/- 180 meters Scaled)
 EM0202
 EM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD769683(NAD 83)
 EM0202
 EM0202                          SUPERSEDED SURVEY CONTROL
 EM0202
 EM0202  NGVD 29 (??/??/92)  468.508  (m)         1537.10   (f) ADJ UNCH    2 0
 EM0202
 EM0202.Superseded values are not recommended for survey control.
 EM0202
 EM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0202.See file dsdata.pdf to determine how the superseded data were derived.
 EM0202
 EM0202_MARKER: DB = BENCH MARK DISK
 EM0202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0202_SP_SET: CULVERT HEADWALL
 EM0202_STAMPING: L 123 1961
 EM0202_MARK LOGO: CGS
 EM0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0202+STABILITY: SURFACE MOTION
 EM0202
 EM0202  HISTORY     - Date     Condition        Report By
 EM0202  HISTORY     - 1961     MONUMENTED       CGS
 EM0202
 EM0202                          STATION DESCRIPTION
 EM0202
 EM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0202'2.95 MI S FROM LONE WOLF.
 EM0202'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE WOLF,
 EM0202'THENCE 2.35 MILES SOUTH ALONG STATE HIGHWAY 44, 48 FEET WEST OF THE
 EM0202'CENTER OF THE HIGHWAY, 49.6 FEET EAST OF THE EAST RAIL OF THE
 EM0202'RAILROAD, 13.4 FEET SOUTH OF A DIRT ROAD, 1.5 FEET EAST OF A WITNESS
 EM0202'POST, CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE
 EM0202'CULVERT, 1 FOOT EAST OF THE WEST END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0494 ***********************************************************************
 EM0494  DESIGNATION -  L 124
 EM0494  PID         -  EM0494
 EM0494  STATE/COUNTY-  OK/GREER
 EM0494  COUNTRY     -  US
 EM0494  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0494
 EM0494                         *CURRENT SURVEY CONTROL
 EM0494  ______________________________________________________________________
 EM0494* NAD 83(1986) POSITION- 34 51 06.     (N) 099 31 19.     (W)   SCALED
 EM0494* NAVD 88 ORTHO HEIGHT -   471.147 (meters)     1545.75  (feet) ADJUSTED
 EM0494  ______________________________________________________________________
 EM0494  GEOID HEIGHT    -        -26.817 (meters)                     GEOID18
 EM0494  DYNAMIC HEIGHT  -        470.648 (meters)     1544.12  (feet) COMP
 EM0494  MODELED GRAVITY -    979,561.5   (mgal)                       NAVD 88
 EM0494
 EM0494  VERT ORDER      -  SECOND    CLASS 0
 EM0494
 EM0494.The horizontal coordinates were scaled from a map and have
 EM0494.an estimated accuracy of +/- 6 seconds.
 EM0494
 EM0494.The orthometric height was determined by differential leveling and
 EM0494.adjusted by the NATIONAL GEODETIC SURVEY
 EM0494.in June 1991.
 EM0494
 EM0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0494.GEOID18 height accuracy estimate available here.
 EM0494
 EM0494.Click photographs - Photos may exist for this station.
 EM0494
 EM0494.The dynamic height is computed by dividing the NAVD 88
 EM0494.geopotential number by the normal gravity value computed on the
 EM0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0494.degrees latitude (g = 980.6199 gals.).
 EM0494
 EM0494.The modeled gravity was interpolated from observed gravity values.
 EM0494
 EM0494;                    North         East    Units  Estimated Accuracy
 EM0494;SPC OK S     -   169,470.      460,830.      MT  (+/- 180 meters Scaled)
 EM0494
 EM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD522567(NAD 83)
 EM0494
 EM0494                          SUPERSEDED SURVEY CONTROL
 EM0494
 EM0494  NGVD 29 (??/??/92)  470.942  (m)         1545.08   (f) ADJ UNCH    2 0
 EM0494
 EM0494.Superseded values are not recommended for survey control.
 EM0494
 EM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0494.See file dsdata.pdf to determine how the superseded data were derived.
 EM0494
 EM0494_MARKER: DB = BENCH MARK DISK
 EM0494_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0494_SP_SET: CULVERT ABUTMENT
 EM0494_STAMPING: L 124 1961
 EM0494_MARK LOGO: CGS
 EM0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0494+STABILITY: SURFACE MOTION
 EM0494
 EM0494  HISTORY     - Date     Condition        Report By
 EM0494  HISTORY     - 1961     MONUMENTED       CGS
 EM0494
 EM0494                          STATION DESCRIPTION
 EM0494
 EM0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0494'1.95 MI S FROM MANGUM.
 EM0494'1.95 MILES SOUTH ALONG STATE HIGHWAY FROM THE COURT HOUSE AT MANGUM,
 EM0494'ABOUT 0.8 MILE SOUTHEAST OF THE RIVER BRIDGE, 100 FEET SOUTHWEST OF A
 EM0494'DRIVE INTO A PASTURE, 21 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 EM0494'CEMENTED IN THE SOUTHEAST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE
 EM0494'CULVERT 1 FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0272 ***********************************************************************
 GH0272  DESIGNATION -  L 130
 GH0272  PID         -  GH0272
 GH0272  STATE/COUNTY-  OK/KAY
 GH0272  COUNTRY     -  US
 GH0272  USGS QUAD   -  PONCA CITY (2018)
 GH0272
 GH0272                         *CURRENT SURVEY CONTROL
 GH0272  ______________________________________________________________________
 GH0272* NAD 83(1986) POSITION- 36 38 41.     (N) 097 04 39.     (W)   SCALED
 GH0272* NAVD 88 ORTHO HEIGHT -   290.602 (meters)      953.42  (feet) ADJUSTED
 GH0272  ______________________________________________________________________
 GH0272  GEOID HEIGHT    -        -28.832 (meters)                     GEOID18
 GH0272  DYNAMIC HEIGHT  -        290.352 (meters)      952.60  (feet) COMP
 GH0272  MODELED GRAVITY -    979,762.6   (mgal)                       NAVD 88
 GH0272
 GH0272  VERT ORDER      -  SECOND    CLASS 0
 GH0272
 GH0272.The horizontal coordinates were scaled from a map and have
 GH0272.an estimated accuracy of +/- 6 seconds.
 GH0272
 GH0272.The orthometric height was determined by differential leveling and
 GH0272.adjusted by the NATIONAL GEODETIC SURVEY
 GH0272.in June 1991.
 GH0272
 GH0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0272.GEOID18 height accuracy estimate available here.
 GH0272
 GH0272.Click photographs - Photos may exist for this station.
 GH0272
 GH0272.The dynamic height is computed by dividing the NAVD 88
 GH0272.geopotential number by the normal gravity value computed on the
 GH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0272.degrees latitude (g = 980.6199 gals.).
 GH0272
 GH0272.The modeled gravity was interpolated from observed gravity values.
 GH0272
 GH0272;                    North         East    Units  Estimated Accuracy
 GH0272;SPC OK N     -   182,880.      682,490.      MT  (+/- 180 meters Scaled)
 GH0272
 GH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF718571(NAD 83)
 GH0272
 GH0272                          SUPERSEDED SURVEY CONTROL
 GH0272
 GH0272  NGVD 29 (??/??/92)  290.475  (m)          953.00   (f) ADJ UNCH    2 0
 GH0272
 GH0272.Superseded values are not recommended for survey control.
 GH0272
 GH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0272.See file dsdata.pdf to determine how the superseded data were derived.
 GH0272
 GH0272_MARKER: DB = BENCH MARK DISK
 GH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0272_STAMPING: L 130 1934
 GH0272_MARK LOGO: CGS
 GH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0272+STABILITY: SURFACE MOTION
 GH0272
 GH0272  HISTORY     - Date     Condition        Report By
 GH0272  HISTORY     - 1934     MONUMENTED       CGS
 GH0272  HISTORY     - 1965     GOOD             USGS
 GH0272  HISTORY     - 20220830 MARK NOT FOUND   NGS
 GH0272
 GH0272                          STATION DESCRIPTION
 GH0272
 GH0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0272'IN WHITE EAGLE.
 GH0272'ABOUT 4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0272'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, AT WHITE
 GH0272'EAGLE, 175 FEET EAST OF CENTERLINE OF MAIN TRACK, ABOUT 850 FEET
 GH0272'NORTH OF MILEPOST 293, AT A PAVED-ROAD CROSSING, ABOUT 100 FEET
 GH0272'NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF EAST ROW
 GH0272'FENCE, 6 FEET NORTH OF A POLE, 0.5 MILE SOUTH OF WHITE EAGLE.  A
 GH0272'STANDARD DISK, STAMPED L 130 1934 AND SET IN THE TOP OF A CONCRETE
 GH0272'POST.  NOTE-- STATION AT WHITE EAGLE DESTROYED.
 GH0272
 GH0272                          STATION RECOVERY (1965)
 GH0272
 GH0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0272'RECOVERED IN GOOD CONDITION.
 GH0272
 GH0272                          STATION RECOVERY (2022)
 GH0272
 GH0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JG)
 GH0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0233 ***********************************************************************
 GH0233  DESIGNATION -  L 131
 GH0233  PID         -  GH0233
 GH0233  STATE/COUNTY-  OK/KAY
 GH0233  COUNTRY     -  US
 GH0233  USGS QUAD   -  BLACKWELL (2018)
 GH0233
 GH0233                         *CURRENT SURVEY CONTROL
 GH0233  ______________________________________________________________________
 GH0233* NAD 83(1986) POSITION- 36 46 45.     (N) 097 16 22.     (W)   SCALED
 GH0233* NAVD 88 ORTHO HEIGHT -   308.056 (meters)     1010.68  (feet) ADJUSTED
 GH0233  ______________________________________________________________________
 GH0233  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 GH0233  DYNAMIC HEIGHT  -        307.793 (meters)     1009.82  (feet) COMP
 GH0233  MODELED GRAVITY -    979,769.5   (mgal)                       NAVD 88
 GH0233
 GH0233  VERT ORDER      -  SECOND    CLASS 0
 GH0233
 GH0233.The horizontal coordinates were scaled from a map and have
 GH0233.an estimated accuracy of +/- 6 seconds.
 GH0233
 GH0233.The orthometric height was determined by differential leveling and
 GH0233.adjusted by the NATIONAL GEODETIC SURVEY
 GH0233.in June 1991.
 GH0233
 GH0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0233.GEOID18 height accuracy estimate available here.
 GH0233
 GH0233.Click photographs - Photos may exist for this station.
 GH0233
 GH0233.The dynamic height is computed by dividing the NAVD 88
 GH0233.geopotential number by the normal gravity value computed on the
 GH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0233.degrees latitude (g = 980.6199 gals.).
 GH0233
 GH0233.The modeled gravity was interpolated from observed gravity values.
 GH0233
 GH0233;                    North         East    Units  Estimated Accuracy
 GH0233;SPC OK N     -   197,650.      664,920.      MT  (+/- 180 meters Scaled)
 GH0233
 GH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF541717(NAD 83)
 GH0233
 GH0233                          SUPERSEDED SURVEY CONTROL
 GH0233
 GH0233  NGVD 29 (??/??/92)  307.940  (m)         1010.30   (f) ADJ UNCH    2 0
 GH0233
 GH0233.Superseded values are not recommended for survey control.
 GH0233
 GH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0233.See file dsdata.pdf to determine how the superseded data were derived.
 GH0233
 GH0233_MARKER: DB = BENCH MARK DISK
 GH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0233_STAMPING: L 131 1934
 GH0233_MARK LOGO: CGS
 GH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0233+STABILITY: SURFACE MOTION
 GH0233
 GH0233  HISTORY     - Date     Condition        Report By
 GH0233  HISTORY     - 1934     MONUMENTED       CGS
 GH0233
 GH0233                          STATION DESCRIPTION
 GH0233
 GH0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0233'2.4 MI SE FROM BLACKWELL.
 GH0233'ABOUT 2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0233'RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 700
 GH0233'FEET SOUTHEAST OF MILEPOST 129, ABOUT 1,200 FEET SOUTHEAST OF A
 GH0233'GRAVEL-ROAD CROSSING, ABOUT 1,100 FEET NORTHWEST OF THE NORTHWEST
 GH0233'END OF WOODEN TRESTLE 129 B, 45.8 FEET SOUTHWEST OF THE CENTER
 GH0233'LINE OF THE TRACK, AND 4.2 FEET NORTHEAST OF THE INTERSECTION
 GH0233'OF A FENCE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0233'STAMPED L 131 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0022 ***********************************************************************
 GH0022  DESIGNATION -  L 133
 GH0022  PID         -  GH0022
 GH0022  STATE/COUNTY-  OK/OSAGE
 GH0022  COUNTRY     -  US
 GH0022  USGS QUAD   -  BARNSDALL (2018)
 GH0022
 GH0022                         *CURRENT SURVEY CONTROL
 GH0022  ______________________________________________________________________
 GH0022* NAD 83(1986) POSITION- 36 33 36.81   (N) 096 09 58.26   (W)   HD_HELD1
 GH0022* NAVD 88 ORTHO HEIGHT -   235.760 (meters)      773.49  (feet) ADJUSTED
 GH0022  ______________________________________________________________________
 GH0022  GEOID HEIGHT    -        -28.511 (meters)                     GEOID18
 GH0022  DYNAMIC HEIGHT  -        235.568 (meters)      772.86  (feet) COMP
 GH0022  MODELED GRAVITY -    979,809.8   (mgal)                       NAVD 88
 GH0022
 GH0022  VERT ORDER      -  SECOND    CLASS 0
 GH0022
 GH0022.The horizontal coordinates were determined by differentially corrected
 GH0022.hand held GPS observations or other comparable positioning techniques
 GH0022.and have an estimated accuracy of +/- 3 meters.
 GH0022
 GH0022.The orthometric height was determined by differential leveling and
 GH0022.adjusted by the NATIONAL GEODETIC SURVEY
 GH0022.in June 1991.
 GH0022
 GH0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0022.GEOID18 height accuracy estimate available here.
 GH0022
 GH0022.Click photographs - Photos may exist for this station.
 GH0022
 GH0022.The dynamic height is computed by dividing the NAVD 88
 GH0022.geopotential number by the normal gravity value computed on the
 GH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0022.degrees latitude (g = 980.6199 gals.).
 GH0022
 GH0022.The modeled gravity was interpolated from observed gravity values.
 GH0022
 GH0022;                    North         East    Units  Estimated Accuracy
 GH0022;SPC OK N     -   174,664.8     764,151.5     MT  (+/- 3 meters HH1 GPS) 
 GH0022
 GH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5361649826(NAD 83)
 GH0022
 GH0022                          SUPERSEDED SURVEY CONTROL
 GH0022
 GH0022  NGVD 29 (??/??/92)  235.650  (m)          773.13   (f) ADJ UNCH    2 0
 GH0022
 GH0022.Superseded values are not recommended for survey control.
 GH0022
 GH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0022.See file dsdata.pdf to determine how the superseded data were derived.
 GH0022
 GH0022_MARKER: DB = BENCH MARK DISK
 GH0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0022_SP_SET: BUILDING
 GH0022_STAMPING: L 133 1934
 GH0022_MARK LOGO: CGS
 GH0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0022+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2022
 GH0022
 GH0022  HISTORY     - Date     Condition        Report By
 GH0022  HISTORY     - 1934     MONUMENTED       CGS
 GH0022  HISTORY     - 20060126 GOOD             OKDOT
 GH0022  HISTORY     - 20220401 GOOD             OKDOT
 GH0022
 GH0022                          STATION DESCRIPTION
 GH0022
 GH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0022'IN BARNSDALL.
 GH0022'AT BARNSDALL, OSAGE COUNTY, AT THE HIGH SCHOOL, IN THE EAST
 GH0022'BRICK WALL, 1.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 GH0022'BUILDING, 25.3 FEET NORTH OF THE CENTER OF THE EAST ENTRANCE,
 GH0022'2.4 FEET BELOW THE BOTTOM EDGE OF THE CORNERSTONE, AND 3.6 FEET
 GH0022'ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 133 1934 AND SET
 GH0022'VERTICALLY.
 GH0022
 GH0022                          STATION RECOVERY (2006)
 GH0022
 GH0022'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (MWF)
 GH0022'RECOVERED IN GOOD CONDITION.
 GH0022
 GH0022                          STATION RECOVERY (2022)
 GH0022
 GH0022'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0096 ***********************************************************************
 GH0096  DESIGNATION -  L 136
 GH0096  PID         -  GH0096
 GH0096  STATE/COUNTY-  OK/OSAGE
 GH0096  COUNTRY     -  US
 GH0096  USGS QUAD   -  HOMINY (2018)
 GH0096
 GH0096                         *CURRENT SURVEY CONTROL
 GH0096  ______________________________________________________________________
 GH0096* NAD 83(1986) POSITION- 36 25 48.     (N) 096 24 01.     (W)   SCALED
 GH0096* NAVD 88 ORTHO HEIGHT -   240.544 (meters)      789.18  (feet) ADJUSTED
 GH0096  ______________________________________________________________________
 GH0096  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GH0096  DYNAMIC HEIGHT  -        240.342 (meters)      788.52  (feet) COMP
 GH0096  MODELED GRAVITY -    979,789.1   (mgal)                       NAVD 88
 GH0096
 GH0096  VERT ORDER      -  SECOND    CLASS 0
 GH0096
 GH0096.The horizontal coordinates were scaled from a map and have
 GH0096.an estimated accuracy of +/- 6 seconds.
 GH0096
 GH0096.The orthometric height was determined by differential leveling and
 GH0096.adjusted by the NATIONAL GEODETIC SURVEY
 GH0096.in June 1991.
 GH0096
 GH0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0096.GEOID18 height accuracy estimate available here.
 GH0096
 GH0096.Click photographs - Photos may exist for this station.
 GH0096
 GH0096.The dynamic height is computed by dividing the NAVD 88
 GH0096.geopotential number by the normal gravity value computed on the
 GH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0096.degrees latitude (g = 980.6199 gals.).
 GH0096
 GH0096.The modeled gravity was interpolated from observed gravity values.
 GH0096
 GH0096;                    North         East    Units  Estimated Accuracy
 GH0096;SPC OK N     -   159,850.      743,440.      MT  (+/- 180 meters Scaled)
 GH0096
 GH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF330347(NAD 83)
 GH0096
 GH0096                          SUPERSEDED SURVEY CONTROL
 GH0096
 GH0096  NGVD 29 (??/??/92)  240.443  (m)          788.85   (f) ADJ UNCH    2 0
 GH0096
 GH0096.Superseded values are not recommended for survey control.
 GH0096
 GH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0096.See file dsdata.pdf to determine how the superseded data were derived.
 GH0096
 GH0096_MARKER: DB = BENCH MARK DISK
 GH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0096_STAMPING: L 136 1934
 GH0096_MARK LOGO: CGS
 GH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0096+STABILITY: SURFACE MOTION
 GH0096
 GH0096  HISTORY     - Date     Condition        Report By
 GH0096  HISTORY     - 1934     MONUMENTED       CGS
 GH0096
 GH0096                          STATION DESCRIPTION
 GH0096
 GH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0096'1.1 MI N FROM HOMINY.
 GH0096'1.1 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0096'THE STATION AT HOMINY, OSAGE COUNTY, 345 FEET NORTH OF MILEPOST
 GH0096'235, 1050 FEET NORTH OF STEEL BRIDGE A 235.1 OVER PENN. CREEK,
 GH0096'AT A DIRT-ROAD CROSSING, 250 FEET NORTH OF THE CENTERLINE OF
 GH0096'THE ROAD, 48 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 GH0096'2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GH0096'L 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0435 ***********************************************************************
 GG0435  DESIGNATION -  L 137
 GG0435  PID         -  GG0435
 GG0435  STATE/COUNTY-  OK/TULSA
 GG0435  COUNTRY     -  US
 GG0435  USGS QUAD   -  TULSA (2019)
 GG0435
 GG0435                         *CURRENT SURVEY CONTROL
 GG0435  ______________________________________________________________________
 GG0435* NAD 83(1986) POSITION- 36 07 59.     (N) 095 56 54.     (W)   SCALED
 GG0435* NAVD 88 ORTHO HEIGHT -   230.823 (meters)      757.29  (feet) ADJUSTED
 GG0435  ______________________________________________________________________
 GG0435  GEOID HEIGHT    -        -28.950 (meters)                     GEOID18
 GG0435  DYNAMIC HEIGHT  -        230.621 (meters)      756.63  (feet) COMP
 GG0435  MODELED GRAVITY -    979,750.5   (mgal)                       NAVD 88
 GG0435
 GG0435  VERT ORDER      -  SECOND    CLASS 0
 GG0435
 GG0435.The horizontal coordinates were scaled from a map and have
 GG0435.an estimated accuracy of +/- 6 seconds.
 GG0435
 GG0435.The orthometric height was determined by differential leveling and
 GG0435.adjusted by the NATIONAL GEODETIC SURVEY
 GG0435.in June 1991.
 GG0435
 GG0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0435.GEOID18 height accuracy estimate available here.
 GG0435
 GG0435.Click photographs - Photos may exist for this station.
 GG0435
 GG0435.The dynamic height is computed by dividing the NAVD 88
 GG0435.geopotential number by the normal gravity value computed on the
 GG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0435.degrees latitude (g = 980.6199 gals.).
 GG0435
 GG0435.The modeled gravity was interpolated from observed gravity values.
 GG0435
 GG0435;                    North         East    Units  Estimated Accuracy
 GG0435;SPC OK N     -   127,670.      784,650.      MT  (+/- 180 meters Scaled)
 GG0435
 GG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA346027(NAD 83)
 GG0435
 GG0435                          SUPERSEDED SURVEY CONTROL
 GG0435
 GG0435  NGVD 29 (??/??/92)  230.700  (m)          756.89   (f) ADJ UNCH    2 0
 GG0435
 GG0435.Superseded values are not recommended for survey control.
 GG0435
 GG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0435.See file dsdata.pdf to determine how the superseded data were derived.
 GG0435
 GG0435_MARKER: DB = BENCH MARK DISK
 GG0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0435_SP_SET: BRIDGE
 GG0435_STAMPING: L 137 1934
 GG0435_MARK LOGO: CGS
 GG0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0435
 GG0435  HISTORY     - Date     Condition        Report By
 GG0435  HISTORY     - 1934     MONUMENTED       CGS
 GG0435  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0435
 GG0435                          STATION DESCRIPTION
 GG0435
 GG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0435'IN TULSA.
 GG0435'ABOUT 3.3 MILES SOUTHEAST OF TULSA M.K.T. RY. STATION, 150
 GG0435'FEET SOUTHEAST OF M.P. 281, 33.4 FEET SOUTH OF CENTERLINE OF
 GG0435'E. 21ST STREET, 10.5 FEET NORTHEAST OF CENTERLINE OF MISSOURI,
 GG0435'KANSAS, TEXAS R.R., BRONZE TABLET SET HORIZONTALLY IN TOP OF
 GG0435'SOUTH WINGWALL TO SOUTHEAST CONCRETE ABUTMENT TO CONCRETE
 GG0435'RAILROAD OVERPASS OVER E. 21ST. STREET.
 GG0435
 GG0435                          STATION RECOVERY (1994)
 GG0435
 GG0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0021 ***********************************************************************
 FJ0021  DESIGNATION -  L 138
 FJ0021  PID         -  FJ0021
 FJ0021  STATE/COUNTY-  OK/CREEK
 FJ0021  COUNTRY     -  US
 FJ0021  USGS QUAD   -  HEYBURN RESERVOIR (2018)
 FJ0021
 FJ0021                         *CURRENT SURVEY CONTROL
 FJ0021  ______________________________________________________________________
 FJ0021* NAD 83(1986) POSITION- 35 52 54.     (N) 096 19 59.     (W)   SCALED
 FJ0021* NAVD 88 ORTHO HEIGHT -   272.608 (meters)      894.38  (feet) ADJUSTED
 FJ0021  ______________________________________________________________________
 FJ0021  GEOID HEIGHT    -        -28.440 (meters)                     GEOID18
 FJ0021  DYNAMIC HEIGHT  -        272.364 (meters)      893.58  (feet) COMP
 FJ0021  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 FJ0021
 FJ0021  VERT ORDER      -  SECOND    CLASS 0
 FJ0021
 FJ0021.The horizontal coordinates were scaled from a map and have
 FJ0021.an estimated accuracy of +/- 6 seconds.
 FJ0021
 FJ0021.The orthometric height was determined by differential leveling and
 FJ0021.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0021.in June 1991.
 FJ0021
 FJ0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0021.GEOID18 height accuracy estimate available here.
 FJ0021
 FJ0021.Click photographs - Photos may exist for this station.
 FJ0021
 FJ0021.The dynamic height is computed by dividing the NAVD 88
 FJ0021.geopotential number by the normal gravity value computed on the
 FJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0021.degrees latitude (g = 980.6199 gals.).
 FJ0021
 FJ0021.The modeled gravity was interpolated from observed gravity values.
 FJ0021
 FJ0021;                    North         East    Units  Estimated Accuracy
 FJ0021;SPC OK N     -    99,120.      750,510.      MT  (+/- 180 meters Scaled)
 FJ0021
 FJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE407741(NAD 83)
 FJ0021
 FJ0021                          SUPERSEDED SURVEY CONTROL
 FJ0021
 FJ0021  NGVD 29 (??/??/92)  272.490  (m)          893.99   (f) ADJ UNCH    2 0
 FJ0021
 FJ0021.Superseded values are not recommended for survey control.
 FJ0021
 FJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0021.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0021
 FJ0021_MARKER: DB = BENCH MARK DISK
 FJ0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0021_SP_SET: CULVERT HEADWALL
 FJ0021_STAMPING: L 138 1934
 FJ0021_MARK LOGO: CGS
 FJ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0021+STABILITY: SURFACE MOTION
 FJ0021
 FJ0021  HISTORY     - Date     Condition        Report By
 FJ0021  HISTORY     - 1934     MONUMENTED       CGS
 FJ0021
 FJ0021                          STATION DESCRIPTION
 FJ0021
 FJ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0021'4.9 MI NE FROM BRISTOW.
 FJ0021'4.9 MILES NORTHEAST OF, 600 FEET SOUTHWEST OF SOUTHWEST END OF
 FJ0021'R.R. CUT THRU SANDSTONE 1500 FT. LONG, 215 FEET NORTHEAST OF
 FJ0021'M.P. 454-R, 138 FEET NORTHEAST OF SEMAPHORE 454.2, 12.3 FEET
 FJ0021'NORTHWEST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO R.R.,
 FJ0021'BRONZE TABLET SET HORIZONTALLY IN SOUTHWEST END OF HEADWALL TO
 FJ0021'CONCRETE CULVERT UNDER RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0683 ***********************************************************************
 GK0683  DESIGNATION -  L 14
 GK0683  PID         -  GK0683
 GK0683  STATE/COUNTY-  OK/TEXAS
 GK0683  COUNTRY     -  US
 GK0683  USGS QUAD   -  GOODWELL (2018)
 GK0683
 GK0683                         *CURRENT SURVEY CONTROL
 GK0683  ______________________________________________________________________
 GK0683* NAD 83(1986) POSITION- 36 35 27.     (N) 101 37 55.     (W)   SCALED
 GK0683* NAVD 88 ORTHO HEIGHT -  1004.078 (meters)     3294.21  (feet) ADJUSTED
 GK0683  ______________________________________________________________________
 GK0683  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 GK0683  DYNAMIC HEIGHT  -       1003.014 (meters)     3290.72  (feet) COMP
 GK0683  MODELED GRAVITY -    979,537.6   (mgal)                       NAVD 88
 GK0683
 GK0683  VERT ORDER      -  FIRST     CLASS II
 GK0683
 GK0683.The horizontal coordinates were scaled from a map and have
 GK0683.an estimated accuracy of +/- 6 seconds.
 GK0683
 GK0683.The orthometric height was determined by differential leveling and
 GK0683.adjusted by the NATIONAL GEODETIC SURVEY
 GK0683.in June 1991.
 GK0683
 GK0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0683.GEOID18 height accuracy estimate available here.
 GK0683
 GK0683.Click photographs - Photos may exist for this station.
 GK0683
 GK0683.The dynamic height is computed by dividing the NAVD 88
 GK0683.geopotential number by the normal gravity value computed on the
 GK0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0683.degrees latitude (g = 980.6199 gals.).
 GK0683
 GK0683.The modeled gravity was interpolated from observed gravity values.
 GK0683
 GK0683;                    North         East    Units  Estimated Accuracy
 GK0683;SPC OK N     -   182,590.      275,080.      MT  (+/- 180 meters Scaled)
 GK0683
 GK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF645527(NAD 83)
 GK0683
 GK0683                          SUPERSEDED SURVEY CONTROL
 GK0683
 GK0683  NGVD 29 (??/??/92) 1003.610  (m)         3292.68   (f) ADJ UNCH    1 2
 GK0683
 GK0683.Superseded values are not recommended for survey control.
 GK0683
 GK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0683.See file dsdata.pdf to determine how the superseded data were derived.
 GK0683
 GK0683_MARKER: DB = BENCH MARK DISK
 GK0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0683_SP_SET: FOUNDATION
 GK0683_STAMPING: L 14 1933
 GK0683_MARK LOGO: CGS
 GK0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0683
 GK0683  HISTORY     - Date     Condition        Report By
 GK0683  HISTORY     - 1933     MONUMENTED       CGS
 GK0683
 GK0683                          STATION DESCRIPTION
 GK0683
 GK0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0683'IN GOODWELL.
 GK0683'SET IN NORTH CORNER OF CONCRETE FOUNDATION OF RAIL ROAD OIL PUMP.  7
 GK0683'1/2 POLES SOUTH WEST OF MILE POLE NO. 484 AND 2 1/2 POLES SOUTH WEST
 GK0683'OF ROCK ISLAND DEPOT AT GOODWELL.  54 FT. SOUTH EAST OF THE CENTER
 GK0683'LINE OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0612 ***********************************************************************
 FH0612  DESIGNATION -  L 140
 FH0612  PID         -  FH0612
 FH0612  STATE/COUNTY-  OK/HASKELL
 FH0612  COUNTRY     -  US
 FH0612  USGS QUAD   -  STIGLER EAST (2018)
 FH0612
 FH0612                         *CURRENT SURVEY CONTROL
 FH0612  ______________________________________________________________________
 FH0612* NAD 83(1986) POSITION- 35 16 58.     (N) 095 01 04.     (W)   SCALED
 FH0612* NAVD 88 ORTHO HEIGHT -   169.717 (meters)      556.81  (feet) ADJUSTED
 FH0612  ______________________________________________________________________
 FH0612  GEOID HEIGHT    -        -30.592 (meters)                     GEOID18
 FH0612  DYNAMIC HEIGHT  -        169.554 (meters)      556.28  (feet) COMP
 FH0612  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 FH0612
 FH0612  VERT ORDER      -  SECOND    CLASS 0
 FH0612
 FH0612.The horizontal coordinates were scaled from a map and have
 FH0612.an estimated accuracy of +/- 6 seconds.
 FH0612
 FH0612.The orthometric height was determined by differential leveling and
 FH0612.adjusted by the NATIONAL GEODETIC SURVEY
 FH0612.in June 1991.
 FH0612
 FH0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0612.GEOID18 height accuracy estimate available here.
 FH0612
 FH0612.Click photographs - Photos may exist for this station.
 FH0612
 FH0612.The dynamic height is computed by dividing the NAVD 88
 FH0612.geopotential number by the normal gravity value computed on the
 FH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0612.degrees latitude (g = 980.6199 gals.).
 FH0612
 FH0612.The modeled gravity was interpolated from observed gravity values.
 FH0612
 FH0612;                    North         East    Units  Estimated Accuracy
 FH0612;SPC OK S     -   220,250.      871,270.      MT  (+/- 180 meters Scaled)
 FH0612
 FH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV164062(NAD 83)
 FH0612
 FH0612                          SUPERSEDED SURVEY CONTROL
 FH0612
 FH0612  NGVD 29 (??/??/92)  169.610  (m)          556.46   (f) ADJ UNCH    2 0
 FH0612
 FH0612.Superseded values are not recommended for survey control.
 FH0612
 FH0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0612.See file dsdata.pdf to determine how the superseded data were derived.
 FH0612
 FH0612_MARKER: DB = BENCH MARK DISK
 FH0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0612_STAMPING: L 140 1934
 FH0612_MARK LOGO: CGS
 FH0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0612+STABILITY: SURFACE MOTION
 FH0612
 FH0612  HISTORY     - Date     Condition        Report By
 FH0612  HISTORY     - 1934     MONUMENTED       CGS
 FH0612  HISTORY     - 1959     GOOD             CGS
 FH0612
 FH0612                          STATION DESCRIPTION
 FH0612
 FH0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0612'6.7 MI NW FROM KEOTA.
 FH0612'6.7 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0612'STATION AT KEOTA, HASKELL COUNTY, 0.7 MILE NORTH OF KANIMA, 0.5
 FH0612'MILE SOUTHWEST OF MILEPOST 47, AT THE SOUTHWEST END OF A CUT
 FH0612'THROUGH A SANDSTONE RIDGE, ABOUT 165 FEET EAST OF TELEPHONE POLE
 FH0612'8090, 48.2 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 FH0612'1.8 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE-- THE MARK
 FH0612'WAS RECOVERED ABOUT 100 YARDS EAST OF THE STATION SIGN AT GLOCO,
 FH0612'ABOUT 10 FEET WEST OF THE CENTER OF A STEEL GATE AT A PRIVATE
 FH0612'ROAD CROSSING AND 1/2 FOOT NORTH OF THE RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0494 ***********************************************************************
 FJ0494  DESIGNATION -  L 141
 FJ0494  PID         -  FJ0494
 FJ0494  STATE/COUNTY-  OK/GRADY
 FJ0494  COUNTRY     -  US
 FJ0494  USGS QUAD   -  BLANCHARD (2018)
 FJ0494
 FJ0494                         *CURRENT SURVEY CONTROL
 FJ0494  ______________________________________________________________________
 FJ0494* NAD 83(1986) POSITION- 35 08 50.     (N) 097 41 21.     (W)   SCALED
 FJ0494* NAVD 88 ORTHO HEIGHT -   394.951 (meters)     1295.77  (feet) ADJUSTED
 FJ0494  ______________________________________________________________________
 FJ0494  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 FJ0494  DYNAMIC HEIGHT  -        394.559 (meters)     1294.48  (feet) COMP
 FJ0494  MODELED GRAVITY -    979,630.7   (mgal)                       NAVD 88
 FJ0494
 FJ0494  VERT ORDER      -  SECOND    CLASS 0
 FJ0494
 FJ0494.The horizontal coordinates were scaled from a map and have
 FJ0494.an estimated accuracy of +/- 6 seconds.
 FJ0494
 FJ0494.The orthometric height was determined by differential leveling and
 FJ0494.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0494.in June 1991.
 FJ0494
 FJ0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0494.GEOID18 height accuracy estimate available here.
 FJ0494
 FJ0494.Click photographs - Photos may exist for this station.
 FJ0494
 FJ0494.The dynamic height is computed by dividing the NAVD 88
 FJ0494.geopotential number by the normal gravity value computed on the
 FJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0494.degrees latitude (g = 980.6199 gals.).
 FJ0494
 FJ0494.The modeled gravity was interpolated from observed gravity values.
 FJ0494
 FJ0494;                    North         East    Units  Estimated Accuracy
 FJ0494;SPC OK S     -   201,250.      628,320.      MT  (+/- 180 meters Scaled)
 FJ0494
 FJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD194901(NAD 83)
 FJ0494
 FJ0494                          SUPERSEDED SURVEY CONTROL
 FJ0494
 FJ0494  NGVD 29 (??/??/92)  394.832  (m)         1295.38   (f) ADJ UNCH    2 0
 FJ0494
 FJ0494.Superseded values are not recommended for survey control.
 FJ0494
 FJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0494.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0494
 FJ0494_MARKER: DB = BENCH MARK DISK
 FJ0494_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0494_STAMPING: L 141 1934
 FJ0494_MARK LOGO: CGS
 FJ0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0494
 FJ0494  HISTORY     - Date     Condition        Report By
 FJ0494  HISTORY     - 1934     MONUMENTED       CGS
 FJ0494  HISTORY     - 1963     GOOD             USGS
 FJ0494
 FJ0494                          STATION DESCRIPTION
 FJ0494
 FJ0494'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FJ0494'2.1 MI W FROM BLANCHARD.
 FJ0494'BLANCHARD, 0.6 MILE NORTH AND 1.5 MILES WEST OF, T. 8 N., R. 5 W.,
 FJ0494'IN THE S.E. 1/4 OF THE S.E. 1/4 OF THE S.E. 1/4 OF SEC. 23,
 FJ0494'APPROX. 500 FT. WEST-NORTHWEST OF CURVE IN ROAD FROM NORTHWEST
 FJ0494'TO NORTH, 390 FT. NORTHWEST ALONG FENCE FROM A T-FENCE NORTH
 FJ0494'JUST WEST OF THE ROAD, THENCE 48 FT. SOUTHWEST (NORMAL) FROM THE
 FJ0494'FENCE TO THE MARK, THE ABOVE DESCRIBED FENCE RUNS DOWN THE
 FJ0494'CENTER OF THE OLD R.R. GRADE.  IN CONCRETE POST PROJECTING 3
 FJ0494'INCHES, STANDARD DISK STAMPED L 141 1934 PAINTED B.M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0381 ***********************************************************************
 EL0381  DESIGNATION -  L 142
 EL0381  PID         -  EL0381
 EL0381  STATE/COUNTY-  OK/MCCLAIN
 EL0381  COUNTRY     -  US
 EL0381  USGS QUAD   -  WAYNE (2018)
 EL0381
 EL0381                         *CURRENT SURVEY CONTROL
 EL0381  ______________________________________________________________________
 EL0381* NAD 83(1986) POSITION- 34 54 48.     (N) 097 18 12.     (W)   SCALED
 EL0381* NAVD 88 ORTHO HEIGHT -   339.593 (meters)     1114.15  (feet) ADJUSTED
 EL0381  ______________________________________________________________________
 EL0381  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 EL0381  DYNAMIC HEIGHT  -        339.261 (meters)     1113.06  (feet) COMP
 EL0381  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 EL0381
 EL0381  VERT ORDER      -  SECOND    CLASS 0
 EL0381
 EL0381.The horizontal coordinates were scaled from a map and have
 EL0381.an estimated accuracy of +/- 6 seconds.
 EL0381
 EL0381.The orthometric height was determined by differential leveling and
 EL0381.adjusted by the NATIONAL GEODETIC SURVEY
 EL0381.in June 1991.
 EL0381
 EL0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0381.GEOID18 height accuracy estimate available here.
 EL0381
 EL0381.Click photographs - Photos may exist for this station.
 EL0381
 EL0381.The dynamic height is computed by dividing the NAVD 88
 EL0381.geopotential number by the normal gravity value computed on the
 EL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0381.degrees latitude (g = 980.6199 gals.).
 EL0381
 EL0381.The modeled gravity was interpolated from observed gravity values.
 EL0381
 EL0381;                    North         East    Units  Estimated Accuracy
 EL0381;SPC OK S     -   175,480.      663,660.      MT  (+/- 180 meters Scaled)
 EL0381
 EL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD549647(NAD 83)
 EL0381
 EL0381                          SUPERSEDED SURVEY CONTROL
 EL0381
 EL0381  NGVD 29 (??/??/92)  339.496  (m)         1113.83   (f) ADJ UNCH    2 0
 EL0381
 EL0381.Superseded values are not recommended for survey control.
 EL0381
 EL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0381.See file dsdata.pdf to determine how the superseded data were derived.
 EL0381
 EL0381_MARKER: DB = BENCH MARK DISK
 EL0381_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0381_STAMPING: L 142 1934
 EL0381_MARK LOGO: CGS
 EL0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0381
 EL0381  HISTORY     - Date     Condition        Report By
 EL0381  HISTORY     - 1934     MONUMENTED       CGS
 EL0381
 EL0381                          STATION DESCRIPTION
 EL0381
 EL0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0381'0.5 MI S FROM WAYNE.
 EL0381'0.5 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 EL0381'THE STATION AT WAYNE, 110 FEET WEST OF THE SOUTH END OF A CATTLE
 EL0381'GUARD, AT THE CROSSING OF STATE HIGHWAY 59, 66.5 FEET NORTHWEST
 EL0381'OF THE CENTERLINE OF THE HIGHWAY, 47.8 FEET SOUTHWEST OF THE
 EL0381'CENTERLINE OF THE TRACK, 9.1 FEET NORTHEAST OF A POLE, AND 1.9
 EL0381'FEE NORTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 EL0381'STAMPED L 142 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0346 ***********************************************************************
 FJ0346  DESIGNATION -  L 143
 FJ0346  PID         -  FJ0346
 FJ0346  STATE/COUNTY-  OK/CLEVELAND
 FJ0346  COUNTRY     -  US
 FJ0346  USGS QUAD   -  MOORE (2018)
 FJ0346
 FJ0346                         *CURRENT SURVEY CONTROL
 FJ0346  ______________________________________________________________________
 FJ0346* NAD 83(1986) POSITION- 35 20 23.66   (N) 097 29 12.86   (W)   HD_HELD1
 FJ0346* NAVD 88 ORTHO HEIGHT -   382.308 (meters)     1254.29  (feet) ADJUSTED
 FJ0346  ______________________________________________________________________
 FJ0346  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 FJ0346  DYNAMIC HEIGHT  -        381.939 (meters)     1253.08  (feet) COMP
 FJ0346  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 FJ0346
 FJ0346  VERT ORDER      -  FIRST     CLASS II
 FJ0346
 FJ0346.The horizontal coordinates were determined by differentially corrected
 FJ0346.hand held GPS observations or other comparable positioning techniques
 FJ0346.and have an estimated accuracy of +/- 3 meters.
 FJ0346
 FJ0346.The orthometric height was determined by differential leveling and
 FJ0346.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0346.in August 1994.
 FJ0346
 FJ0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0346.GEOID18 height accuracy estimate available here.
 FJ0346
 FJ0346.Click photographs - Photos may exist for this station.
 FJ0346
 FJ0346.The dynamic height is computed by dividing the NAVD 88
 FJ0346.geopotential number by the normal gravity value computed on the
 FJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0346.degrees latitude (g = 980.6199 gals.).
 FJ0346
 FJ0346.The modeled gravity was interpolated from observed gravity values.
 FJ0346
 FJ0346;                    North         East    Units  Estimated Accuracy
 FJ0346;SPC OK S     -   222,703.7     646,645.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0346
 FJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3750411788(NAD 83)
 FJ0346
 FJ0346                          SUPERSEDED SURVEY CONTROL
 FJ0346
 FJ0346  NAVD 88 (06/15/91)  382.386  (m)         1254.54   (f) SUPERSEDED  1 2
 FJ0346  NGVD 29 (??/??/92)  382.252  (m)         1254.11   (f) ADJ UNCH    1 2
 FJ0346
 FJ0346.Superseded values are not recommended for survey control.
 FJ0346
 FJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0346.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0346
 FJ0346_MARKER: DB = BENCH MARK DISK
 FJ0346_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ0346_SP_SET: BUILDING
 FJ0346_STAMPING: L 143 1934
 FJ0346_MARK LOGO: CGS
 FJ0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0346+STABILITY: POSITION/ELEVATION WELL
 FJ0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0346+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2014
 FJ0346
 FJ0346  HISTORY     - Date     Condition        Report By
 FJ0346  HISTORY     - 1934     MONUMENTED       CGS
 FJ0346  HISTORY     - 19940120 GOOD             NGS
 FJ0346  HISTORY     - 20050528 GOOD             USPSQD
 FJ0346  HISTORY     - 20090418 GOOD             GEOCAC
 FJ0346  HISTORY     - 20140125 GOOD             GEOCAC
 FJ0346
 FJ0346                          STATION DESCRIPTION
 FJ0346
 FJ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0346'AT MOORE.
 FJ0346'AT MOORE, CLEVELAND COUNTY, AT THE HIGH SCHOOL, IN THE EAST
 FJ0346'BRICK WALL, 30.5 FEET WEST OF A SIDEWALK, 7.7 FEET NORTH OF THE
 FJ0346'MIDDLE OF THE FRONT ENTRANCE DOOR, 3.5 FEET SOUTH OF THE SOUTH
 FJ0346'SIDE OF A WINDOW, AND 4.4 FEET ABOVE THE GROUND.  A STANDARD
 FJ0346'DISK, STAMPED L 143 1934 AND SET VERTICALLY.
 FJ0346
 FJ0346                          STATION RECOVERY (1994)
 FJ0346
 FJ0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0346'IN MOORE, AT THE INTERSECTION OF NORTHWEST 2ND STREET AND BROADWAY
 FJ0346'AVENUE, SET VERTICALLY IN THE EAST FACE OF THE OLD CENTRAL ELEMENTARY
 FJ0346'SCHOOL, 59.8 M (196.2 FT) SOUTH OF THE STREET CENTERLINE, 23.4 M
 FJ0346'(76.8 FT) WEST OF THE AVENUE CENTERLINE, 2.3 M (7.5 FT) NORTH OF THE
 FJ0346'CENTER OF THE EAST ENTRANCE DOOR TO THE BUILDING, AND 1.4 M (4.6 FT)
 FJ0346'ABOVE THE GROUND SURFACE.
 FJ0346
 FJ0346                          STATION RECOVERY (2005)
 FJ0346
 FJ0346'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0346'RECOVERED AS DESCRIBED.  BUILDING IS CURRENTLY USED AS AN OFFICE
 FJ0346'BUILDING.
 FJ0346
 FJ0346                          STATION RECOVERY (2009)
 FJ0346
 FJ0346'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0346'RECOVERED IN GOOD CONDITION.
 FJ0346
 FJ0346                          STATION RECOVERY (2014)
 FJ0346
 FJ0346'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 FJ0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0292 ***********************************************************************
 FJ0292  DESIGNATION -  L 144
 FJ0292  PID         -  FJ0292
 FJ0292  STATE/COUNTY-  OK/LOGAN
 FJ0292  COUNTRY     -  US
 FJ0292  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0292
 FJ0292                         *CURRENT SURVEY CONTROL
 FJ0292  ______________________________________________________________________
 FJ0292* NAD 83(1986) POSITION- 35 52 40.64   (N) 097 25 36.90   (W)   HD_HELD1
 FJ0292* NAVD 88 ORTHO HEIGHT -   300.291 (meters)      985.20  (feet) ADJUSTED
 FJ0292  ______________________________________________________________________
 FJ0292  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 FJ0292  DYNAMIC HEIGHT  -        300.017 (meters)      984.31  (feet) COMP
 FJ0292  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 FJ0292
 FJ0292  VERT ORDER      -  SECOND    CLASS 0
 FJ0292
 FJ0292.The horizontal coordinates were determined by differentially corrected
 FJ0292.hand held GPS observations or other comparable positioning techniques
 FJ0292.and have an estimated accuracy of +/- 3 meters.
 FJ0292
 FJ0292.The orthometric height was determined by differential leveling and
 FJ0292.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0292.in June 1991.
 FJ0292
 FJ0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0292.GEOID18 height accuracy estimate available here.
 FJ0292
 FJ0292.Click photographs - Photos may exist for this station.
 FJ0292
 FJ0292.The dynamic height is computed by dividing the NAVD 88
 FJ0292.geopotential number by the normal gravity value computed on the
 FJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0292.degrees latitude (g = 980.6199 gals.).
 FJ0292
 FJ0292.The modeled gravity was interpolated from observed gravity values.
 FJ0292
 FJ0292;                    North         East    Units  Estimated Accuracy
 FJ0292;SPC OK N     -    97,564.1     651,748.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0292
 FJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4200271554(NAD 83)
 FJ0292
 FJ0292                          SUPERSEDED SURVEY CONTROL
 FJ0292
 FJ0292  NGVD 29 (??/??/92)  300.164  (m)          984.79   (f) ADJ UNCH    2 0
 FJ0292
 FJ0292.Superseded values are not recommended for survey control.
 FJ0292
 FJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0292.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0292
 FJ0292_MARKER: DB = BENCH MARK DISK
 FJ0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0292_SP_SET: BUILDING
 FJ0292_STAMPING: 984.788 L 144 1934
 FJ0292_MARK LOGO: CGS
 FJ0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0292+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2011
 FJ0292
 FJ0292  HISTORY     - Date     Condition        Report By
 FJ0292  HISTORY     - 1934     MONUMENTED       CGS
 FJ0292  HISTORY     - 1939     GOOD             CGS
 FJ0292  HISTORY     - 1988     GOOD             USPSQD
 FJ0292  HISTORY     - 19960615 GOOD             USPSQD
 FJ0292  HISTORY     - 20110624 GOOD             GEOCAC
 FJ0292
 FJ0292                          STATION DESCRIPTION
 FJ0292
 FJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FJ0292'AT GUTHRIE.
 FJ0292'AT GUTHRIE, LOGAN COUNTY, AT THE FEDERAL BUILDING, IN THE NORTH
 FJ0292'WALL, 16.7 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 FJ0292'3.3 FEET EAST OF THE EAST SIDE OF THE NORTH ENTRANCE DOOR, 3.2
 FJ0292'FEET WEST OF THE WEST SIDE OF A WINDOW, AND 4.4 FEET ABOVE THE
 FJ0292'SIDEWALK.  A STANDARD DISK, STAMPED 984.788 L 144 1934 AND
 FJ0292'SET VERTICALLY.
 FJ0292
 FJ0292                          STATION RECOVERY (1988)
 FJ0292
 FJ0292'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0292'RECOVERED IN GOOD CONDITION.
 FJ0292
 FJ0292                          STATION RECOVERY (1996)
 FJ0292
 FJ0292'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0292'RECOVERED IN GOOD CONDITION.
 FJ0292
 FJ0292                          STATION RECOVERY (2011)
 FJ0292
 FJ0292'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ0292'THE BUILDING IS ON THE SOUTH SIDE OF W OKLAHOMA AVE, BETWEEN 1ST AND
 FJ0292'2ND STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0301 ***********************************************************************
 FJ0301  DESIGNATION -  L 145
 FJ0301  PID         -  FJ0301
 FJ0301  STATE/COUNTY-  OK/LOGAN
 FJ0301  COUNTRY     -  US
 FJ0301  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0301
 FJ0301                         *CURRENT SURVEY CONTROL
 FJ0301  ______________________________________________________________________
 FJ0301* NAD 83(1986) POSITION- 35 58 40.     (N) 097 22 31.     (W)   SCALED
 FJ0301* NAVD 88 ORTHO HEIGHT -   282.391 (meters)      926.48  (feet) ADJUSTED
 FJ0301  ______________________________________________________________________
 FJ0301  GEOID HEIGHT    -        -27.899 (meters)                     GEOID18
 FJ0301  DYNAMIC HEIGHT  -        282.134 (meters)      925.63  (feet) COMP
 FJ0301  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 FJ0301
 FJ0301  VERT ORDER      -  SECOND    CLASS 0
 FJ0301
 FJ0301.The horizontal coordinates were scaled from a map and have
 FJ0301.an estimated accuracy of +/- 6 seconds.
 FJ0301
 FJ0301.The orthometric height was determined by differential leveling and
 FJ0301.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0301.in June 1991.
 FJ0301
 FJ0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0301.GEOID18 height accuracy estimate available here.
 FJ0301
 FJ0301.Click photographs - Photos may exist for this station.
 FJ0301
 FJ0301.The dynamic height is computed by dividing the NAVD 88
 FJ0301.geopotential number by the normal gravity value computed on the
 FJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0301.degrees latitude (g = 980.6199 gals.).
 FJ0301
 FJ0301.The modeled gravity was interpolated from observed gravity values.
 FJ0301
 FJ0301;                    North         East    Units  Estimated Accuracy
 FJ0301;SPC OK N     -   108,670.      656,340.      MT  (+/- 180 meters Scaled)
 FJ0301
 FJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE464827(NAD 83)
 FJ0301
 FJ0301                          SUPERSEDED SURVEY CONTROL
 FJ0301
 FJ0301  NGVD 29 (??/??/92)  282.267  (m)          926.07   (f) ADJ UNCH    2 0
 FJ0301
 FJ0301.Superseded values are not recommended for survey control.
 FJ0301
 FJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0301.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0301
 FJ0301_MARKER: DB = BENCH MARK DISK
 FJ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0301_STAMPING: L 145 1934
 FJ0301_MARK LOGO: CGS
 FJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0301+STABILITY: SURFACE MOTION
 FJ0301
 FJ0301  HISTORY     - Date     Condition        Report By
 FJ0301  HISTORY     - 1934     MONUMENTED       CGS
 FJ0301
 FJ0301                          STATION DESCRIPTION
 FJ0301
 FJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0301'8.6 MI NE FROM GUTHRIE.
 FJ0301'8.6 MILES NORTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 FJ0301'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT GUTHRIE,
 FJ0301'LOGAN COUNTY, 0.4 MILE EAST OF THE SIDING AT RUSSELL, 0.1 MILE
 FJ0301'SOUTHWEST OF A SMALL TENANT HOUSE, 45 FEET SOUTH OF THE
 FJ0301'CENTERLINE OF THE OLD ROADBED, 16 FEET NORTH OF THE CENTERLINE
 FJ0301'OF A COUNTY ROAD, 15.9 FEET SOUTH OF A TELEPHONE POLE, AND 2.5
 FJ0301'FEET NORTH OF A FENCE PARALLELING THE ROADBED.  A STANDARD DISK,
 FJ0301'STAMPED L 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0588 ***********************************************************************
 FJ0588  DESIGNATION -  L 146
 FJ0588  PID         -  FJ0588
 FJ0588  STATE/COUNTY-  OK/KINGFISHER
 FJ0588  COUNTRY     -  US
 FJ0588  USGS QUAD   -  KINGFISHER (2018)
 FJ0588
 FJ0588                         *CURRENT SURVEY CONTROL
 FJ0588  ______________________________________________________________________
 FJ0588* NAD 83(1986) POSITION- 35 50 31.     (N) 097 54 06.     (W)   SCALED
 FJ0588* NAVD 88 ORTHO HEIGHT -   335.898 (meters)     1102.03  (feet) ADJUSTED
 FJ0588  ______________________________________________________________________
 FJ0588  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 FJ0588  DYNAMIC HEIGHT  -        335.591 (meters)     1101.02  (feet) COMP
 FJ0588  MODELED GRAVITY -    979,709.7   (mgal)                       NAVD 88
 FJ0588
 FJ0588  VERT ORDER      -  SECOND    CLASS 0
 FJ0588
 FJ0588.The horizontal coordinates were scaled from a map and have
 FJ0588.an estimated accuracy of +/- 6 seconds.
 FJ0588
 FJ0588.The orthometric height was determined by differential leveling and
 FJ0588.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0588.in June 1991.
 FJ0588
 FJ0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0588.GEOID18 height accuracy estimate available here.
 FJ0588
 FJ0588.Click photographs - Photos may exist for this station.
 FJ0588
 FJ0588.The dynamic height is computed by dividing the NAVD 88
 FJ0588.geopotential number by the normal gravity value computed on the
 FJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0588.degrees latitude (g = 980.6199 gals.).
 FJ0588
 FJ0588.The modeled gravity was interpolated from observed gravity values.
 FJ0588
 FJ0588;                    North         East    Units  Estimated Accuracy
 FJ0588;SPC OK N     -    93,420.      608,880.      MT  (+/- 180 meters Scaled)
 FJ0588
 FJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE991669(NAD 83)
 FJ0588
 FJ0588                          SUPERSEDED SURVEY CONTROL
 FJ0588
 FJ0588  NGVD 29 (??/??/92)  335.764  (m)         1101.59   (f) ADJ UNCH    2 0
 FJ0588
 FJ0588.Superseded values are not recommended for survey control.
 FJ0588
 FJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0588.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0588
 FJ0588_MARKER: DB = BENCH MARK DISK
 FJ0588_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0588_STAMPING: L 146 1934
 FJ0588_MARK LOGO: CGS
 FJ0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0588
 FJ0588  HISTORY     - Date     Condition        Report By
 FJ0588  HISTORY     - 1934     MONUMENTED       CGS
 FJ0588  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0588
 FJ0588                          STATION DESCRIPTION
 FJ0588
 FJ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0588'2.5 MI SE FROM KINGFISHER.
 FJ0588'2.5 MILES SOUTHEAST OF, ALONG CRIPPRY ABOUT 0.25 MILE EAST OF
 FJ0588'PLAINVIEW SCHOOL 82, 59.6 FEET SOUTHEAST OF COUNTY ROAD AT
 FJ0588'RAILROAD CROSSING, 50.1 FEET SOUTHEAST OF CENTERLINE OF COUNTY
 FJ0588'ROAD, 49 FEET SOUTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND
 FJ0588'AND PACIFIC R.R., 15.3 FEET SOUTH OF TELEPHONE POLE, 9.4 FEET
 FJ0588'SOUTHWEST OF SOUTHWEST FENCE GATE CORNER, 1.1 FEET EAST OF FENCE
 FJ0588'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0588
 FJ0588                          STATION RECOVERY (1971)
 FJ0588
 FJ0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0588'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0385 ***********************************************************************
 FJ0385  DESIGNATION -  L 147
 FJ0385  PID         -  FJ0385
 FJ0385  STATE/COUNTY-  OK/OKLAHOMA
 FJ0385  COUNTRY     -  US
 FJ0385  USGS QUAD   -  HARRAH (2018)
 FJ0385
 FJ0385                         *CURRENT SURVEY CONTROL
 FJ0385  ______________________________________________________________________
 FJ0385* NAD 83(1986) POSITION- 35 24 49.     (N) 097 10 56.     (W)   SCALED
 FJ0385* NAVD 88 ORTHO HEIGHT -   339.890 (meters)     1115.12  (feet) ADJUSTED
 FJ0385  ______________________________________________________________________
 FJ0385  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FJ0385  DYNAMIC HEIGHT  -        339.566 (meters)     1114.06  (feet) COMP
 FJ0385  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 FJ0385
 FJ0385  VERT ORDER      -  SECOND    CLASS 0
 FJ0385
 FJ0385.The horizontal coordinates were scaled from a map and have
 FJ0385.an estimated accuracy of +/- 6 seconds.
 FJ0385
 FJ0385.The orthometric height was determined by differential leveling and
 FJ0385.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0385.in August 1994.
 FJ0385
 FJ0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0385.GEOID18 height accuracy estimate available here.
 FJ0385
 FJ0385.Click photographs - Photos may exist for this station.
 FJ0385
 FJ0385.The dynamic height is computed by dividing the NAVD 88
 FJ0385.geopotential number by the normal gravity value computed on the
 FJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0385.degrees latitude (g = 980.6199 gals.).
 FJ0385
 FJ0385.The modeled gravity was interpolated from observed gravity values.
 FJ0385
 FJ0385;                    North         East    Units  Estimated Accuracy
 FJ0385;SPC OK N     -    46,210.      674,280.      MT  (+/- 180 meters Scaled)
 FJ0385
 FJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE650204(NAD 83)
 FJ0385
 FJ0385                          SUPERSEDED SURVEY CONTROL
 FJ0385
 FJ0385  NAVD 88 (06/15/91)  339.927  (m)         1115.24   (f) SUPERSEDED  2 0
 FJ0385  NGVD 29 (??/??/92)  339.810  (m)         1114.86   (f) ADJ UNCH    2 0
 FJ0385
 FJ0385.Superseded values are not recommended for survey control.
 FJ0385
 FJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0385.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0385
 FJ0385_MARKER: DB = BENCH MARK DISK
 FJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0385_STAMPING: L 147 1934
 FJ0385_MARK LOGO: CGS
 FJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0385+STABILITY: SURFACE MOTION
 FJ0385
 FJ0385  HISTORY     - Date     Condition        Report By
 FJ0385  HISTORY     - 1934     MONUMENTED       CGS
 FJ0385
 FJ0385                          STATION DESCRIPTION
 FJ0385
 FJ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0385'1.3 MI NW FROM NEWALLA.
 FJ0385'1.3 MILES NORTHWEST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY
 FJ0385'FROM THE STATION AT NEWALLA, OKLAHOMA COUNTY, 0.5 MILE SOUTHEAST
 FJ0385'OF MILEPOST 19, 0.1 MILE SOUTHEAST OF TRESTLE 19.3, 59.8 FEET
 FJ0385'NORTHEAST OF THE CENTERLINE OF THE TRACK, 16.1 FEET EAST OF A
 FJ0385'FENCE CORNER, 9.7 FEET NORTHEAST OF THE FENCE PARALLELING THE
 FJ0385'TRACK, AND 1.2 FEET SOUTHEAST OF AN EAST-AND-WEST FENCE.  A
 FJ0385'STANDARD DISK, STAMPED L 147 1934 AND SET IN THE TOP OF A CONCRETE
 FJ0385'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0164 ***********************************************************************
 FJ0164  DESIGNATION -  L 148
 FJ0164  PID         -  FJ0164
 FJ0164  STATE/COUNTY-  OK/SEMINOLE
 FJ0164  COUNTRY     -  US
 FJ0164  USGS QUAD   -  MAUD (2018)
 FJ0164
 FJ0164                         *CURRENT SURVEY CONTROL
 FJ0164  ______________________________________________________________________
 FJ0164* NAD 83(1986) POSITION- 35 07 56.     (N) 096 45 58.     (W)   SCALED
 FJ0164* NAVD 88 ORTHO HEIGHT -   284.115 (meters)      932.13  (feet) ADJUSTED
 FJ0164  ______________________________________________________________________
 FJ0164  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 FJ0164  DYNAMIC HEIGHT  -        283.843 (meters)      931.24  (feet) COMP
 FJ0164  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 FJ0164
 FJ0164  VERT ORDER      -  SECOND    CLASS 0
 FJ0164
 FJ0164.The horizontal coordinates were scaled from a map and have
 FJ0164.an estimated accuracy of +/- 6 seconds.
 FJ0164
 FJ0164.The orthometric height was determined by differential leveling and
 FJ0164.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0164.in June 1991.
 FJ0164
 FJ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0164.GEOID18 height accuracy estimate available here.
 FJ0164
 FJ0164.Click photographs - Photos may exist for this station.
 FJ0164
 FJ0164.The dynamic height is computed by dividing the NAVD 88
 FJ0164.geopotential number by the normal gravity value computed on the
 FJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0164.degrees latitude (g = 980.6199 gals.).
 FJ0164
 FJ0164.The modeled gravity was interpolated from observed gravity values.
 FJ0164
 FJ0164;                    North         East    Units  Estimated Accuracy
 FJ0164;SPC OK S     -   200,230.      712,450.      MT  (+/- 180 meters Scaled)
 FJ0164
 FJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD035899(NAD 83)
 FJ0164
 FJ0164                          SUPERSEDED SURVEY CONTROL
 FJ0164
 FJ0164  NGVD 29 (??/??/92)  284.029  (m)          931.85   (f) ADJ UNCH    2 0
 FJ0164
 FJ0164.Superseded values are not recommended for survey control.
 FJ0164
 FJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0164.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0164
 FJ0164_MARKER: DB = BENCH MARK DISK
 FJ0164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0164_STAMPING: L 148 1934
 FJ0164_MARK LOGO: CGS
 FJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0164
 FJ0164  HISTORY     - Date     Condition        Report By
 FJ0164  HISTORY     - 1934     MONUMENTED       CGS
 FJ0164  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 FJ0164
 FJ0164                          STATION DESCRIPTION
 FJ0164
 FJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0164'IN MAUD.
 FJ0164'IN THE TOWN OF MAUD, AT RAILROAD STATION ABOUT 120 FEET NORTH
 FJ0164'OF NORTH CORNER OF OKLA. CITY, ADA, AND ATOKA RY. STATION,
 FJ0164'99.2 FEET NORTHEAST OF CENTERLINE OF DIRT ROAD AT MAIN TRACK
 FJ0164'CROSSING, 32 FEET NORTHEAST OF M.P. 55, 4.6 FEET NORTHWEST OF
 FJ0164'NORTHWEST END OF IRON GATE, 1.4 FEET SOUTHWEST OF FENCE
 FJ0164'PARALLELING RAILROAD.  A STANDARD DISK SET IN A CONCRETE POST.
 FJ0164
 FJ0164                          STATION RECOVERY (2017)
 FJ0164
 FJ0164'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 FJ0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0110 ***********************************************************************
 FJ0110  DESIGNATION -  L 149
 FJ0110  PID         -  FJ0110
 FJ0110  STATE/COUNTY-  OK/SEMINOLE
 FJ0110  COUNTRY     -  US
 FJ0110  USGS QUAD   -  WEWOKA WEST (2018)
 FJ0110
 FJ0110                         *CURRENT SURVEY CONTROL
 FJ0110  ______________________________________________________________________
 FJ0110* NAD 83(1986) POSITION- 35 12 14.     (N) 096 37 18.     (W)   SCALED
 FJ0110* NAVD 88 ORTHO HEIGHT -   255.934 (meters)      839.68  (feet) ADJUSTED
 FJ0110  ______________________________________________________________________
 FJ0110  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 FJ0110  DYNAMIC HEIGHT  -        255.687 (meters)      838.87  (feet) COMP
 FJ0110  MODELED GRAVITY -    979,665.0   (mgal)                       NAVD 88
 FJ0110
 FJ0110  VERT ORDER      -  SECOND    CLASS 0
 FJ0110
 FJ0110.The horizontal coordinates were scaled from a map and have
 FJ0110.an estimated accuracy of +/- 6 seconds.
 FJ0110
 FJ0110.The orthometric height was determined by differential leveling and
 FJ0110.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0110.in June 1991.
 FJ0110
 FJ0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0110.GEOID18 height accuracy estimate available here.
 FJ0110
 FJ0110.Click photographs - Photos may exist for this station.
 FJ0110
 FJ0110.The dynamic height is computed by dividing the NAVD 88
 FJ0110.geopotential number by the normal gravity value computed on the
 FJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0110.degrees latitude (g = 980.6199 gals.).
 FJ0110
 FJ0110.The modeled gravity was interpolated from observed gravity values.
 FJ0110
 FJ0110;                    North         East    Units  Estimated Accuracy
 FJ0110;SPC OK S     -   208,350.      725,510.      MT  (+/- 180 meters Scaled)
 FJ0110
 FJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD165982(NAD 83)
 FJ0110
 FJ0110                          SUPERSEDED SURVEY CONTROL
 FJ0110
 FJ0110  NGVD 29 (??/??/92)  255.839  (m)          839.37   (f) ADJ UNCH    2 0
 FJ0110
 FJ0110.Superseded values are not recommended for survey control.
 FJ0110
 FJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0110.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0110
 FJ0110_MARKER: DB = BENCH MARK DISK
 FJ0110_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0110_STAMPING: L 149 1934
 FJ0110_MARK LOGO: CGS
 FJ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0110
 FJ0110  HISTORY     - Date     Condition        Report By
 FJ0110  HISTORY     - 1934     MONUMENTED       CGS
 FJ0110
 FJ0110                          STATION DESCRIPTION
 FJ0110
 FJ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0110'3.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0110'RAILWAY FROM THE STATION AT SEMINOLE, SEMINOLE COUNTY, 55.8
 FJ0110'FEET SOUTHWEST OF THE SIDING MARKER AT FERTIG, 42.5 FEET SOUTHEAST
 FJ0110'OF MILEPOST 428, 40.8 FEET WEST OF THE WEST CORNER OF A BRIDGE,
 FJ0110'40.9 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 33.4 FEET
 FJ0110'SOUTHWEST OF A SWITCH STAND, 10.7 FEET NORTHWEST OF AN IRON
 FJ0110'GATE, AND 1.2 FEET NORTHEAST OF A FENCE PARALLELING THE TRACK.
 FJ0110'A STANDARD DISK, STAMPED L 149 1934 AND SET IN THE TOP OF A
 FJ0110'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0061 ***********************************************************************
 EL0061  DESIGNATION -  L 15
 EL0061  PID         -  EL0061
 EL0061  STATE/COUNTY-  OK/BRYAN
 EL0061  COUNTRY     -  US
 EL0061  USGS QUAD   -  CADDO SOUTH (2018)
 EL0061
 EL0061                         *CURRENT SURVEY CONTROL
 EL0061  ______________________________________________________________________
 EL0061* NAD 83(1986) POSITION- 34 05 45.     (N) 096 17 26.     (W)   SCALED
 EL0061* NAVD 88 ORTHO HEIGHT -   203.455 (meters)      667.50  (feet) ADJUSTED
 EL0061  ______________________________________________________________________
 EL0061  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 EL0061  DYNAMIC HEIGHT  -        203.252 (meters)      666.84  (feet) COMP
 EL0061  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 EL0061
 EL0061  VERT ORDER      -  FIRST     CLASS II
 EL0061
 EL0061.The horizontal coordinates were scaled from a map and have
 EL0061.an estimated accuracy of +/- 6 seconds.
 EL0061
 EL0061.The orthometric height was determined by differential leveling and
 EL0061.adjusted by the NATIONAL GEODETIC SURVEY
 EL0061.in June 1991.
 EL0061
 EL0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0061.GEOID18 height accuracy estimate available here.
 EL0061
 EL0061.Click photographs - Photos may exist for this station.
 EL0061
 EL0061.The dynamic height is computed by dividing the NAVD 88
 EL0061.geopotential number by the normal gravity value computed on the
 EL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0061.degrees latitude (g = 980.6199 gals.).
 EL0061
 EL0061.The modeled gravity was interpolated from observed gravity values.
 EL0061
 EL0061;                    North         East    Units  Estimated Accuracy
 EL0061;SPC OK S     -    85,920.      757,740.      MT  (+/- 180 meters Scaled)
 EL0061
 EL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC499760(NAD 83)
 EL0061
 EL0061                          SUPERSEDED SURVEY CONTROL
 EL0061
 EL0061  NGVD 29 (??/??/92)  203.390  (m)          667.29   (f) ADJ UNCH    1 2
 EL0061
 EL0061.Superseded values are not recommended for survey control.
 EL0061
 EL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0061.See file dsdata.pdf to determine how the superseded data were derived.
 EL0061
 EL0061_MARKER: DB = BENCH MARK DISK
 EL0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0061_STAMPING: L 15 1933
 EL0061_MARK LOGO: CGS
 EL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0061+STABILITY: SURFACE MOTION
 EL0061
 EL0061  HISTORY     - Date     Condition        Report By
 EL0061  HISTORY     - 1933     MONUMENTED       CGS
 EL0061  HISTORY     - 1934     GOOD             CGS
 EL0061
 EL0061                          STATION DESCRIPTION
 EL0061
 EL0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0061'2.7 MI S FROM CADDO.
 EL0061'ON THE M-K-T RAILROAD, ABOUT 2000 FEET SOUTH OF MILE POLE 632,
 EL0061'ABOUT 100 FEET SOUTH OF OLD RAILROAD CROSSING, AND ABOUT 45 FEET
 EL0061'EAST OF THE EAST TRACKS, SET IN LINE WITH THE TELEGRAPH POLES.
 EL0061
 EL0061                          STATION RECOVERY (1934)
 EL0061
 EL0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0255 ***********************************************************************
 GK0255  DESIGNATION -  L 15
 GK0255  PID         -  GK0255
 GK0255  STATE/COUNTY-  OK/TEXAS
 GK0255  COUNTRY     -  US
 GK0255  USGS QUAD   -  HOOKER NW (2018)
 GK0255
 GK0255                         *CURRENT SURVEY CONTROL
 GK0255  ______________________________________________________________________
 GK0255* NAD 83(1986) POSITION- 36 54 58.25   (N) 101 07 34.44   (W)   HD_HELD1
 GK0255* NAVD 88 ORTHO HEIGHT -   896.142 (meters)     2940.09  (feet) ADJUSTED
 GK0255  ______________________________________________________________________
 GK0255  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 GK0255  DYNAMIC HEIGHT  -        895.243 (meters)     2937.14  (feet) COMP
 GK0255  MODELED GRAVITY -    979,598.2   (mgal)                       NAVD 88
 GK0255
 GK0255  VERT ORDER      -  FIRST     CLASS II
 GK0255
 GK0255.The horizontal coordinates were determined by differentially corrected
 GK0255.hand held GPS observations or other comparable positioning techniques
 GK0255.and have an estimated accuracy of +/- 3 meters.
 GK0255
 GK0255.The orthometric height was determined by differential leveling and
 GK0255.adjusted by the NATIONAL GEODETIC SURVEY
 GK0255.in June 1991.
 GK0255
 GK0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0255.GEOID18 height accuracy estimate available here.
 GK0255
 GK0255.Click photographs - Photos may exist for this station.
 GK0255
 GK0255.The dynamic height is computed by dividing the NAVD 88
 GK0255.geopotential number by the normal gravity value computed on the
 GK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0255.degrees latitude (g = 980.6199 gals.).
 GK0255
 GK0255.The modeled gravity was interpolated from observed gravity values.
 GK0255
 GK0255;                    North         East    Units  Estimated Accuracy
 GK0255;SPC OK N     -   217,100.6     321,463.2     MT  (+/- 3 meters HH1 GPS) 
 GK0255
 GK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1059687685(NAD 83)
 GK0255
 GK0255                          SUPERSEDED SURVEY CONTROL
 GK0255
 GK0255  NGVD 29 (??/??/92)  895.732  (m)         2938.75   (f) ADJ UNCH    1 2
 GK0255
 GK0255.Superseded values are not recommended for survey control.
 GK0255
 GK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0255.See file dsdata.pdf to determine how the superseded data were derived.
 GK0255
 GK0255_MARKER: DB = BENCH MARK DISK
 GK0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0255_STAMPING: L 15 1933
 GK0255_MARK LOGO: CGS
 GK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0255+STABILITY: SURFACE MOTION
 GK0255
 GK0255  HISTORY     - Date     Condition        Report By
 GK0255  HISTORY     - 1933     MONUMENTED       CGS
 GK0255  HISTORY     - 1966     GOOD             USGS
 GK0255
 GK0255                          STATION DESCRIPTION
 GK0255
 GK0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0255'6.1 MI NE FROM HOOKER.
 GK0255'6.1 MILES NORTHEAST OF HOOKER DEPOT ALONG THE ROCK ISLAND RAIL ROAD AT
 GK0255'ROAD CROSSING 8 POLES SOUTH WEST OF MILE POLE 448.  SET IN CONCRETE
 GK0255'POST 45 FT. NORTH WEST OF THE CENTERLINE OF TRACK, 60 FT. SOUTH WEST
 GK0255'OF CENTER LINE OF ROAD AND 18 FT. WEST OF POLE.  NOTE-- UNDER 1 1/2
 GK0255'FT. OF DIRT.
 GK0255
 GK0255                          STATION RECOVERY (1966)
 GK0255
 GK0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GK0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0027 ***********************************************************************
 EL0027  DESIGNATION -  L 150
 EL0027  PID         -  EL0027
 EL0027  STATE/COUNTY-  OK/HUGHES
 EL0027  COUNTRY     -  US
 EL0027  USGS QUAD   -  CALVIN WEST (2018)
 EL0027
 EL0027                         *CURRENT SURVEY CONTROL
 EL0027  ______________________________________________________________________
 EL0027* NAD 83(1986) POSITION- 34 59 58.     (N) 096 18 23.     (W)   SCALED
 EL0027* NAVD 88 ORTHO HEIGHT -   217.677 (meters)      714.16  (feet) ADJUSTED
 EL0027  ______________________________________________________________________
 EL0027  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 EL0027  DYNAMIC HEIGHT  -        217.463 (meters)      713.46  (feet) COMP
 EL0027  MODELED GRAVITY -    979,647.7   (mgal)                       NAVD 88
 EL0027
 EL0027  VERT ORDER      -  SECOND    CLASS 0
 EL0027
 EL0027.The horizontal coordinates were scaled from a map and have
 EL0027.an estimated accuracy of +/- 6 seconds.
 EL0027
 EL0027.The orthometric height was determined by differential leveling and
 EL0027.adjusted by the NATIONAL GEODETIC SURVEY
 EL0027.in June 1991.
 EL0027
 EL0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0027.GEOID18 height accuracy estimate available here.
 EL0027
 EL0027.Click photographs - Photos may exist for this station.
 EL0027
 EL0027.The dynamic height is computed by dividing the NAVD 88
 EL0027.geopotential number by the normal gravity value computed on the
 EL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0027.degrees latitude (g = 980.6199 gals.).
 EL0027
 EL0027.The modeled gravity was interpolated from observed gravity values.
 EL0027
 EL0027;                    North         East    Units  Estimated Accuracy
 EL0027;SPC OK S     -   186,110.      754,600.      MT  (+/- 180 meters Scaled)
 EL0027
 EL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD458762(NAD 83)
 EL0027
 EL0027                          SUPERSEDED SURVEY CONTROL
 EL0027
 EL0027  NGVD 29 (??/??/92)  217.567  (m)          713.80   (f) ADJ UNCH    2 0
 EL0027
 EL0027.Superseded values are not recommended for survey control.
 EL0027
 EL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0027.See file dsdata.pdf to determine how the superseded data were derived.
 EL0027
 EL0027_MARKER: DB = BENCH MARK DISK
 EL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0027_STAMPING: L 150 1934
 EL0027_MARK LOGO: CGS
 EL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0027+STABILITY: SURFACE MOTION
 EL0027
 EL0027  HISTORY     - Date     Condition        Report By
 EL0027  HISTORY     - 1934     MONUMENTED       CGS
 EL0027
 EL0027                          STATION DESCRIPTION
 EL0027
 EL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0027'4.2 MI NW FROM CALVIN.
 EL0027'4.2 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0027'RAILWAY FROM THE STATION AT CALVIN, HUGHES COUNTY, 59.1 FEET
 EL0027'NORTHEAST OF THE NORTHEAST SIDE OF THE WAITING SHED AT AGUA,
 EL0027'0.5 MILE SOUTHEAST OF MILEPOST 402, 51 FEET EAST OF THE CENTER
 EL0027'OF A COUNTY-ROAD CROSSING, 44.3 FEET NORTHEAST OF THE CENTERLINE
 EL0027'OF THE TRACK, 12.3 SOUTHEAST OF THE SOUTHEAST END OF A GATE, AND
 EL0027'1 FOOT SOUTHWEST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 EL0027'DISK, STAMPED L 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0102 ***********************************************************************
 EM0102  DESIGNATION -  L 151
 EM0102  PID         -  EM0102
 EM0102  STATE/COUNTY-  OK/TILLMAN
 EM0102  COUNTRY     -  US
 EM0102  USGS QUAD   -  HOLLISTER (2018)
 EM0102
 EM0102                         *CURRENT SURVEY CONTROL
 EM0102  ______________________________________________________________________
 EM0102* NAD 83(1986) POSITION- 34 18 18.     (N) 098 46 17.     (W)   SCALED
 EM0102* NAVD 88 ORTHO HEIGHT -   326.964 (meters)     1072.71  (feet) ADJUSTED
 EM0102  ______________________________________________________________________
 EM0102  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 EM0102  DYNAMIC HEIGHT  -        326.612 (meters)     1071.56  (feet) COMP
 EM0102  MODELED GRAVITY -    979,548.7   (mgal)                       NAVD 88
 EM0102
 EM0102  VERT ORDER      -  SECOND    CLASS 0
 EM0102
 EM0102.The horizontal coordinates were scaled from a map and have
 EM0102.an estimated accuracy of +/- 6 seconds.
 EM0102
 EM0102.The orthometric height was determined by differential leveling and
 EM0102.adjusted by the NATIONAL GEODETIC SURVEY
 EM0102.in June 1991.
 EM0102
 EM0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0102.GEOID18 height accuracy estimate available here.
 EM0102
 EM0102.Click photographs - Photos may exist for this station.
 EM0102
 EM0102.The dynamic height is computed by dividing the NAVD 88
 EM0102.geopotential number by the normal gravity value computed on the
 EM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0102.degrees latitude (g = 980.6199 gals.).
 EM0102
 EM0102.The modeled gravity was interpolated from observed gravity values.
 EM0102
 EM0102;                    North         East    Units  Estimated Accuracy
 EM0102;SPC OK S     -   108,050.      529,000.      MT  (+/- 180 meters Scaled)
 EM0102
 EM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC210959(NAD 83)
 EM0102
 EM0102                          SUPERSEDED SURVEY CONTROL
 EM0102
 EM0102  NGVD 29 (??/??/92)  326.848  (m)         1072.33   (f) ADJ UNCH    2 0
 EM0102
 EM0102.Superseded values are not recommended for survey control.
 EM0102
 EM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0102.See file dsdata.pdf to determine how the superseded data were derived.
 EM0102
 EM0102_MARKER: DB = BENCH MARK DISK
 EM0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0102_SP_SET: BUILDING WALL
 EM0102_STAMPING: L 151 1934
 EM0102_MARK LOGO: CGS
 EM0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0102
 EM0102  HISTORY     - Date     Condition        Report By
 EM0102  HISTORY     - 1934     MONUMENTED       CGS
 EM0102  HISTORY     - 1939     MARK NOT FOUND   LOCSUR
 EM0102
 EM0102                          STATION DESCRIPTION
 EM0102
 EM0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0102'IN LOVELAND.
 EM0102'VERTICAL BRONZE TABLET IN NORTH WALL OF LOVELAND SCHOOL DIST.  NO. 5.
 EM0102'212 FEET EAST OF EAST DOOR OF SCHOOL STORM CELLAR.  59 FEET WEST OF
 EM0102'NORTHEAST CORNER OF BUILDING.  5 FEET EAST OF CENTERLINE OF WEST
 EM0102'ENTRANCE.  3.2 FEET ABOVE GROUND.
 EM0102
 EM0102                          STATION RECOVERY (1939)
 EM0102
 EM0102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1939
 EM0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0062 ***********************************************************************
 EM0062  DESIGNATION -  L 152
 EM0062  PID         -  EM0062
 EM0062  STATE/COUNTY-  OK/COTTON
 EM0062  COUNTRY     -  US
 EM0062  USGS QUAD   -  WALTERS (2018)
 EM0062
 EM0062                         *CURRENT SURVEY CONTROL
 EM0062  ______________________________________________________________________
 EM0062* NAD 83(1986) POSITION- 34 19 59.     (N) 098 18 00.     (W)   SCALED
 EM0062* NAVD 88 ORTHO HEIGHT -   304.726 (meters)      999.76  (feet) POSTED
 EM0062  ______________________________________________________________________
 EM0062  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 EM0062  DYNAMIC HEIGHT  -        304.43  (meters)      998.8   (feet) COMP
 EM0062  MODELED GRAVITY -    979,639.2   (mgal)                       NAVD 88
 EM0062
 EM0062  VERT ORDER      -  * POSTED, SEE BELOW
 EM0062
 EM0062.The horizontal coordinates were scaled from a map and have
 EM0062.an estimated accuracy of +/- 6 seconds.
 EM0062
 EM0062.The orthometric height was determined by differential leveling
 EM0062.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0062
 EM0062.* This is a POSTED BENCH MARK height.
 EM0062
 EM0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0062.GEOID18 height accuracy estimate available here.
 EM0062
 EM0062.Click photographs - Photos may exist for this station.
 EM0062
 EM0062.The dynamic height is computed by dividing the NAVD 88
 EM0062.geopotential number by the normal gravity value computed on the
 EM0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0062.degrees latitude (g = 980.6199 gals.).
 EM0062
 EM0062.The modeled gravity was interpolated from observed gravity values.
 EM0062
 EM0062;                    North         East    Units  Estimated Accuracy
 EM0062;SPC OK S     -   110,930.      572,400.      MT  (+/- 180 meters Scaled)
 EM0062
 EM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC643993(NAD 83)
 EM0062
 EM0062                          SUPERSEDED SURVEY CONTROL
 EM0062
 EM0062  NGVD 29 (??/??/92)  304.665  (m)          999.56   (f) ADJ UNCH    2 0
 EM0062
 EM0062.Superseded values are not recommended for survey control.
 EM0062
 EM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0062.See file dsdata.pdf to determine how the superseded data were derived.
 EM0062
 EM0062_MARKER: DB = BENCH MARK DISK
 EM0062_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0062_STAMPING: L 152 1934
 EM0062_MARK LOGO: CGS
 EM0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0062
 EM0062  HISTORY     - Date     Condition        Report By
 EM0062  HISTORY     - 1934     MONUMENTED       CGS
 EM0062  HISTORY     - 1963     GOOD             CGS
 EM0062
 EM0062                          STATION DESCRIPTION
 EM0062
 EM0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0062'1.8 MI SE FROM WALTERS.
 EM0062'1.8 MILES SOUTHEAST OF, ALONG C.R.I. AND P.RY, FROM DEPOT ABOUT 0.2
 EM0062'MILE EAST OF LARGE OIL STORAGE TANK.  420 FEET NORTHWEST OF NORTHWEST
 EM0062'CORNER OF A LATGE BRICK HOUSE (INDIAN).  63 FEET NORTHEAST OF CENTER
 EM0062'OF A ROAD CROSSING.  45 FEET EAST OF CENTER OF CHICAGO, ROCK ISLAND
 EM0062'AND PACIFIC TRACKS.  33 FEET NORTH OF CORNER OF RIGHT OF WAY FENCE.  6
 EM0062'FEET WEST OF A TELEPHONE POLE.  5 FEET WEST OF RIGHT OF WAY FENCE
 EM0062'LINE.  TABLET SET IN PRECAST CONCRETE POST.
 EM0062
 EM0062                          STATION RECOVERY (1963)
 EM0062
 EM0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0065 ***********************************************************************
 EM0065  DESIGNATION -  L 153
 EM0065  PID         -  EM0065
 EM0065  STATE/COUNTY-  OK/COTTON
 EM0065  COUNTRY     -  US
 EM0065  USGS QUAD   -  WALTERS (2018)
 EM0065
 EM0065                         *CURRENT SURVEY CONTROL
 EM0065  ______________________________________________________________________
 EM0065* NAD 83(1986) POSITION- 34 21 42.     (N) 098 18 50.     (W)   SCALED
 EM0065* NAVD 88 ORTHO HEIGHT -   298.622 (meters)      979.73  (feet) ADJUSTED
 EM0065  ______________________________________________________________________
 EM0065  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 EM0065  DYNAMIC HEIGHT  -        298.328 (meters)      978.76  (feet) COMP
 EM0065  MODELED GRAVITY -    979,642.2   (mgal)                       NAVD 88
 EM0065
 EM0065  VERT ORDER      -  SECOND    CLASS 0
 EM0065
 EM0065.The horizontal coordinates were scaled from a map and have
 EM0065.an estimated accuracy of +/- 6 seconds.
 EM0065
 EM0065.The orthometric height was determined by differential leveling and
 EM0065.adjusted by the NATIONAL GEODETIC SURVEY
 EM0065.in June 1991.
 EM0065
 EM0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0065.GEOID18 height accuracy estimate available here.
 EM0065
 EM0065.Click photographs - Photos may exist for this station.
 EM0065
 EM0065.The dynamic height is computed by dividing the NAVD 88
 EM0065.geopotential number by the normal gravity value computed on the
 EM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0065.degrees latitude (g = 980.6199 gals.).
 EM0065
 EM0065.The modeled gravity was interpolated from observed gravity values.
 EM0065
 EM0065;                    North         East    Units  Estimated Accuracy
 EM0065;SPC OK S     -   114,110.      571,130.      MT  (+/- 180 meters Scaled)
 EM0065
 EM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND630024(NAD 83)
 EM0065
 EM0065                          SUPERSEDED SURVEY CONTROL
 EM0065
 EM0065  NGVD 29 (??/??/92)  298.561  (m)          979.53   (f) ADJ UNCH    2 0
 EM0065
 EM0065.Superseded values are not recommended for survey control.
 EM0065
 EM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0065.See file dsdata.pdf to determine how the superseded data were derived.
 EM0065
 EM0065_MARKER: DB = BENCH MARK DISK
 EM0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0065_SP_SET: BRIDGE
 EM0065_STAMPING: L 153 1934
 EM0065_MARK LOGO: CGS
 EM0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0065
 EM0065  HISTORY     - Date     Condition        Report By
 EM0065  HISTORY     - 1934     MONUMENTED       CGS
 EM0065  HISTORY     - 1971     GOOD             OKDH
 EM0065  HISTORY     - 1976     GOOD             OKDH
 EM0065  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0065
 EM0065                          STATION DESCRIPTION
 EM0065
 EM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0065'0.7 MI N FROM WALTERS.
 EM0065'0.7 MILE NORTH OF, ALONG CHICAGO, ROCK ISLAND AND PACIFIC RY.  BRONZE
 EM0065'TABLET IN SOUTH SIDE WALL OF HIGHWAY BRIDGE. 69.4 FEET WEST OF WEST
 EM0065'WALL OF RED BRICK SERVICE STATION. 51 FEET NORTH OF WESTERN UNION
 EM0065'TELEGRAPH POLE NO. 779. 37.3 FEET WEST OF CENTERLINE OF CROSS SECTION
 EM0065'ROAD.  21 FEET SOUTH OF CENTERLINE OF U.S. HWY 70.
 EM0065
 EM0065                          STATION RECOVERY (1971)
 EM0065
 EM0065'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0065'RECOVERED IN GOOD CONDITION.
 EM0065
 EM0065                          STATION RECOVERY (1976)
 EM0065
 EM0065'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976
 EM0065'RECOVERED IN GOOD CONDITION.
 EM0065
 EM0065                          STATION RECOVERY (1987)
 EM0065
 EM0065'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0518 ***********************************************************************
 EL0518  DESIGNATION -  L 155
 EL0518  PID         -  EL0518
 EL0518  STATE/COUNTY-  OK/STEPHENS
 EL0518  COUNTRY     -  US
 EL0518  USGS QUAD   -  VELMA (2018)
 EL0518
 EL0518                         *CURRENT SURVEY CONTROL
 EL0518  ______________________________________________________________________
 EL0518* NAD 83(1986) POSITION- 34 27 13.     (N) 097 40 15.     (W)   SCALED
 EL0518* NAVD 88 ORTHO HEIGHT -   325.290 (meters)     1067.22  (feet) ADJUSTED
 EL0518  ______________________________________________________________________
 EL0518  GEOID HEIGHT    -        -25.793 (meters)                     GEOID18
 EL0518  DYNAMIC HEIGHT  -        324.952 (meters)     1066.11  (feet) COMP
 EL0518  MODELED GRAVITY -    979,587.9   (mgal)                       NAVD 88
 EL0518
 EL0518  VERT ORDER      -  SECOND    CLASS 0
 EL0518
 EL0518.The horizontal coordinates were scaled from a map and have
 EL0518.an estimated accuracy of +/- 6 seconds.
 EL0518
 EL0518.The orthometric height was determined by differential leveling and
 EL0518.adjusted by the NATIONAL GEODETIC SURVEY
 EL0518.in June 1991.
 EL0518
 EL0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0518.GEOID18 height accuracy estimate available here.
 EL0518
 EL0518.Click photographs - Photos may exist for this station.
 EL0518
 EL0518.The dynamic height is computed by dividing the NAVD 88
 EL0518.geopotential number by the normal gravity value computed on the
 EL0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0518.degrees latitude (g = 980.6199 gals.).
 EL0518
 EL0518.The modeled gravity was interpolated from observed gravity values.
 EL0518
 EL0518;                    North         East    Units  Estimated Accuracy
 EL0518;SPC OK S     -   124,310.      630,250.      MT  (+/- 180 meters Scaled)
 EL0518
 EL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD220132(NAD 83)
 EL0518
 EL0518                          SUPERSEDED SURVEY CONTROL
 EL0518
 EL0518  NGVD 29 (??/??/92)  325.198  (m)         1066.92   (f) ADJ UNCH    2 0
 EL0518
 EL0518.Superseded values are not recommended for survey control.
 EL0518
 EL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0518.See file dsdata.pdf to determine how the superseded data were derived.
 EL0518
 EL0518_MARKER: DB = BENCH MARK DISK
 EL0518_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0518_STAMPING: L 155 1934
 EL0518_MARK LOGO: CGS
 EL0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0518
 EL0518  HISTORY     - Date     Condition        Report By
 EL0518  HISTORY     - 1934     MONUMENTED       CGS
 EL0518  HISTORY     - 1974     MARK NOT FOUND   USGS
 EL0518
 EL0518                          STATION DESCRIPTION
 EL0518
 EL0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0518'IN VELMA.
 EL0518'198 FEET WEST OF WEST WALL OF VELMA HIGH SCHOOL, 165 FEET SOUTH
 EL0518'OF CENTERLINE OF GATEWAY INTO SCHOOL GROUNDS, 132 FEET WEST OF
 EL0518'WATER PUMP, 40 FEET EAST OF CENTERLINE OF ROAD IN FRONT OF
 EL0518'SCHOOL GROUNDS.  30.2 FEET WEST OF NORTHWEST CORNER OF SCHOOL
 EL0518'GYMNASIUM, 2.6 FEET EAST OF FENCE.  TABLET SET IN PRECAST
 EL0518'CONCRETE POST.
 EL0518
 EL0518                          STATION RECOVERY (1974)
 EL0518
 EL0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EL0518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0191 ***********************************************************************
 EL0191  DESIGNATION -  L 156
 EL0191  PID         -  EL0191
 EL0191  STATE/COUNTY-  OK/JOHNSTON
 EL0191  COUNTRY     -  US
 EL0191  USGS QUAD   -  MILL CREEK (2018)
 EL0191
 EL0191                         *CURRENT SURVEY CONTROL
 EL0191  ______________________________________________________________________
 EL0191* NAD 83(1986) POSITION- 34 23 06.     (N) 096 48 51.     (W)   SCALED
 EL0191* NAVD 88 ORTHO HEIGHT -   299.621 (meters)      983.01  (feet) ADJUSTED
 EL0191  ______________________________________________________________________
 EL0191  GEOID HEIGHT    -        -25.400 (meters)                     GEOID18
 EL0191  DYNAMIC HEIGHT  -        299.326 (meters)      982.04  (feet) COMP
 EL0191  MODELED GRAVITY -    979,640.9   (mgal)                       NAVD 88
 EL0191
 EL0191  VERT ORDER      -  SECOND    CLASS 0
 EL0191
 EL0191.The horizontal coordinates were scaled from a map and have
 EL0191.an estimated accuracy of +/- 6 seconds.
 EL0191
 EL0191.The orthometric height was determined by differential leveling and
 EL0191.adjusted by the NATIONAL GEODETIC SURVEY
 EL0191.in June 1991.
 EL0191
 EL0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0191.GEOID18 height accuracy estimate available here.
 EL0191
 EL0191.Click photographs - Photos may exist for this station.
 EL0191
 EL0191.The dynamic height is computed by dividing the NAVD 88
 EL0191.geopotential number by the normal gravity value computed on the
 EL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0191.degrees latitude (g = 980.6199 gals.).
 EL0191
 EL0191.The modeled gravity was interpolated from observed gravity values.
 EL0191
 EL0191;                    North         East    Units  Estimated Accuracy
 EL0191;SPC OK S     -   117,300.      709,050.      MT  (+/- 180 meters Scaled)
 EL0191
 EL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD009070(NAD 83)
 EL0191
 EL0191                          SUPERSEDED SURVEY CONTROL
 EL0191
 EL0191  NGVD 29 (??/??/92)  299.561  (m)          982.81   (f) ADJ UNCH    2 0
 EL0191
 EL0191.Superseded values are not recommended for survey control.
 EL0191
 EL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0191.See file dsdata.pdf to determine how the superseded data were derived.
 EL0191
 EL0191_MARKER: DB = BENCH MARK DISK
 EL0191_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0191_STAMPING: L 156 1934
 EL0191_MARK LOGO: CGS
 EL0191_PROJECTION: PROJECTING 24 CENTIMETERS
 EL0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0191
 EL0191  HISTORY     - Date     Condition        Report By
 EL0191  HISTORY     - 1934     MONUMENTED       CGS
 EL0191  HISTORY     - 1961     GOOD             USGS
 EL0191
 EL0191                          STATION DESCRIPTION
 EL0191
 EL0191'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0191'2 MI SE FROM MILL CREEK.
 EL0191'1.4 MILES SOUTH AND 0.6 MILE EAST OF MILL CREEK, JOHNSTON COUNTY,
 EL0191'NEAR THE CENTER OF THE NORTHEAST 1/4 SECTION 18 (T2S, R5E),
 EL0191'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 12 FROM SECTION LINE ROAD
 EL0191'BETWEEN SECTIONS 18 AND 19, 62 FEET SOUTH-SOUTHWEST (NORMAL) AND 1.5
 EL0191'FEET ABOVE STATE HIGHWAY 12, 39 FEET NORTH-NORTHEAST OF THE
 EL0191'CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY TRACKS, 27 FEET
 EL0191'SOUTH OF POLE 9 WITH A LARGE POLE BRACE AND 6 FEET NORTHEAST OF
 EL0191'MILEPOST 581.  A STANDARD DISK, STAMPED L 156 1934 AND SET IN THE
 EL0191'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0105 ***********************************************************************
 EL0105  DESIGNATION -  L 157
 EL0105  PID         -  EL0105
 EL0105  STATE/COUNTY-  OK/JOHNSTON
 EL0105  COUNTRY     -  US
 EL0105  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0105
 EL0105                         *CURRENT SURVEY CONTROL
 EL0105  ______________________________________________________________________
 EL0105* NAD 83(1986) POSITION- 34 20 19.     (N) 096 25 19.     (W)   SCALED
 EL0105* NAVD 88 ORTHO HEIGHT -   201.167 (meters)      660.00  (feet) ADJUSTED
 EL0105  ______________________________________________________________________
 EL0105  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 EL0105  DYNAMIC HEIGHT  -        200.969 (meters)      659.35  (feet) COMP
 EL0105  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 EL0105
 EL0105  VERT ORDER      -  SECOND    CLASS 0
 EL0105
 EL0105.The horizontal coordinates were scaled from a map and have
 EL0105.an estimated accuracy of +/- 6 seconds.
 EL0105
 EL0105.The orthometric height was determined by differential leveling and
 EL0105.adjusted by the NATIONAL GEODETIC SURVEY
 EL0105.in June 1991.
 EL0105
 EL0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0105.GEOID18 height accuracy estimate available here.
 EL0105
 EL0105.Click photographs - Photos may exist for this station.
 EL0105
 EL0105.The dynamic height is computed by dividing the NAVD 88
 EL0105.geopotential number by the normal gravity value computed on the
 EL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0105.degrees latitude (g = 980.6199 gals.).
 EL0105
 EL0105.The modeled gravity was interpolated from observed gravity values.
 EL0105
 EL0105;                    North         East    Units  Estimated Accuracy
 EL0105;SPC OK S     -   112,640.      745,190.      MT  (+/- 180 meters Scaled)
 EL0105
 EL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD371027(NAD 83)
 EL0105
 EL0105                          SUPERSEDED SURVEY CONTROL
 EL0105
 EL0105  NGVD 29 (??/??/92)  201.114  (m)          659.82   (f) ADJ UNCH    2 0
 EL0105
 EL0105.Superseded values are not recommended for survey control.
 EL0105
 EL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0105.See file dsdata.pdf to determine how the superseded data were derived.
 EL0105
 EL0105_MARKER: DB = BENCH MARK DISK
 EL0105_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0105_STAMPING: L 157 1934
 EL0105_MARK LOGO: CGS
 EL0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0105
 EL0105  HISTORY     - Date     Condition        Report By
 EL0105  HISTORY     - 1934     MONUMENTED       CGS
 EL0105
 EL0105                          STATION DESCRIPTION
 EL0105
 EL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0105'2.6 MI S FROM WAPANUCKA.
 EL0105'WHERE CROSS ROAD MAKES S TURN ACROSS CHICAGO, ROCK ISLAND AND
 EL0105'PACIFIC R.R., AND KANSAS, OKLA., AND GULF RY. TRACKS, ABOUT 0.1
 EL0105'MILE WEST OF BELL TELEPHONE CO. REPEATER STATION, 85 FEET EAST
 EL0105'OF M.P. 63-15, 52 FEET EAST OF CENTERLINE OF CHICAGO, ROCK
 EL0105'ISLAND AND PACIFIC R.R. TRACK, 48.4 FEET WEST OF TELEPHONE POLE
 EL0105'460, 31.5 FEET NORTHWEST OF CENTERLINE OF CROSS ROAD, 3 FEET
 EL0105'SOUTHEAST OF SOUTHWEST R/W FENCE CORNER.  TABLET SET IN PRECAST
 EL0105'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0544 ***********************************************************************
 EK0544  DESIGNATION -  L 158
 EK0544  PID         -  EK0544
 EK0544  STATE/COUNTY-  OK/ATOKA
 EK0544  COUNTRY     -  US
 EK0544  USGS QUAD   -  LANE (2019)
 EK0544
 EK0544                         *CURRENT SURVEY CONTROL
 EK0544  ______________________________________________________________________
 EK0544* NAD 83(1986) POSITION- 34 17 26.     (N) 095 58 21.     (W)   SCALED
 EK0544* NAVD 88 ORTHO HEIGHT -   158.023 (meters)      518.45  (feet) ADJUSTED
 EK0544  ______________________________________________________________________
 EK0544  GEOID HEIGHT    -        -28.774 (meters)                     GEOID18
 EK0544  DYNAMIC HEIGHT  -        157.857 (meters)      517.90  (feet) COMP
 EK0544  MODELED GRAVITY -    979,579.8   (mgal)                       NAVD 88
 EK0544
 EK0544  VERT ORDER      -  SECOND    CLASS 0
 EK0544
 EK0544.The horizontal coordinates were scaled from a map and have
 EK0544.an estimated accuracy of +/- 6 seconds.
 EK0544
 EK0544.The orthometric height was determined by differential leveling and
 EK0544.adjusted by the NATIONAL GEODETIC SURVEY
 EK0544.in June 1991.
 EK0544
 EK0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0544.GEOID18 height accuracy estimate available here.
 EK0544
 EK0544.Click photographs - Photos may exist for this station.
 EK0544
 EK0544.The dynamic height is computed by dividing the NAVD 88
 EK0544.geopotential number by the normal gravity value computed on the
 EK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0544.degrees latitude (g = 980.6199 gals.).
 EK0544
 EK0544.The modeled gravity was interpolated from observed gravity values.
 EK0544
 EK0544;                    North         East    Units  Estimated Accuracy
 EK0544;SPC OK S     -   108,050.      786,650.      MT  (+/- 180 meters Scaled)
 EK0544
 EK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT263983(NAD 83)
 EK0544
 EK0544                          SUPERSEDED SURVEY CONTROL
 EK0544
 EK0544  NGVD 29 (??/??/92)  157.943  (m)          518.18   (f) ADJ UNCH    2 0
 EK0544
 EK0544.Superseded values are not recommended for survey control.
 EK0544
 EK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0544.See file dsdata.pdf to determine how the superseded data were derived.
 EK0544
 EK0544_MARKER: DB = BENCH MARK DISK
 EK0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0544_SP_SET: BRIDGE
 EK0544_STAMPING: L 158 1934
 EK0544_MARK LOGO: CGS
 EK0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0544
 EK0544  HISTORY     - Date     Condition        Report By
 EK0544  HISTORY     - 1934     MONUMENTED       CGS
 EK0544
 EK0544                          STATION DESCRIPTION
 EK0544
 EK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0544'1.1 MI SE FROM LANE.
 EK0544'1.1 MILES SOUTHEAST OF LANE POST OFFICE, ALONG ST. HWY 19 BRONZE
 EK0544'TABLET IN NORTHEAST WING WALL OF HIGHWAY BRIDGE OVER DOUBLE
 EK0544'SPRINGS CREEK, 18 FEET EAST OF CENTERLINE OF STATE HWY. 19, 6.5
 EK0544'FEET NORTHEAST OF NORTH END OF GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0608 ***********************************************************************
 EK0608  DESIGNATION -  L 16
 EK0608  PID         -  EK0608
 EK0608  STATE/COUNTY-  OK/PITTSBURG
 EK0608  COUNTRY     -  US
 EK0608  USGS QUAD   -  SAVANNA (2018)
 EK0608
 EK0608                         *CURRENT SURVEY CONTROL
 EK0608  ______________________________________________________________________
 EK0608* NAD 83(1986) POSITION- 34 51 35.     (N) 095 49 11.     (W)   SCALED
 EK0608* NAVD 88 ORTHO HEIGHT -   209.763 (meters)      688.20  (feet) ADJUSTED
 EK0608  ______________________________________________________________________
 EK0608  GEOID HEIGHT    -        -29.895 (meters)                     GEOID18
 EK0608  DYNAMIC HEIGHT  -        209.549 (meters)      687.50  (feet) COMP
 EK0608  MODELED GRAVITY -    979,612.3   (mgal)                       NAVD 88
 EK0608
 EK0608  VERT ORDER      -  FIRST     CLASS II
 EK0608
 EK0608.The horizontal coordinates were scaled from a map and have
 EK0608.an estimated accuracy of +/- 6 seconds.
 EK0608
 EK0608.The orthometric height was determined by differential leveling and
 EK0608.adjusted by the NATIONAL GEODETIC SURVEY
 EK0608.in June 1991.
 EK0608
 EK0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0608.GEOID18 height accuracy estimate available here.
 EK0608
 EK0608.Click photographs - Photos may exist for this station.
 EK0608
 EK0608.The dynamic height is computed by dividing the NAVD 88
 EK0608.geopotential number by the normal gravity value computed on the
 EK0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0608.degrees latitude (g = 980.6199 gals.).
 EK0608
 EK0608.The modeled gravity was interpolated from observed gravity values.
 EK0608
 EK0608;                    North         East    Units  Estimated Accuracy
 EK0608;SPC OK S     -   171,470.      799,350.      MT  (+/- 180 meters Scaled)
 EK0608
 EK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU422611(NAD 83)
 EK0608
 EK0608                          SUPERSEDED SURVEY CONTROL
 EK0608
 EK0608  NGVD 29 (??/??/92)  209.654  (m)          687.84   (f) ADJ UNCH    1 2
 EK0608
 EK0608.Superseded values are not recommended for survey control.
 EK0608
 EK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0608.See file dsdata.pdf to determine how the superseded data were derived.
 EK0608
 EK0608_MARKER: DB = BENCH MARK DISK
 EK0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0608_SP_SET: ABUTMENT
 EK0608_STAMPING: L 16 1933
 EK0608_MARK LOGO: CGS
 EK0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0608
 EK0608  HISTORY     - Date     Condition        Report By
 EK0608  HISTORY     - 1933     MONUMENTED       CGS
 EK0608  HISTORY     - 1969     GOOD             USGS
 EK0608
 EK0608                          STATION DESCRIPTION
 EK0608
 EK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0608'6 MI S FROM MC ALESTER.
 EK0608'6.0 MI. SOUTH, ON THE M.K.T. R.R. 330 FT. NORTH OF MILEPOST
 EK0608'572, ON THE FIRST STEP OF THE SOUTH ABUTMENT (CONCRETE) OF
 EK0608'STEEL BRIDGE OVER PERRYVILLE CREEK, AND ABOUT 12 INCHES FROM
 EK0608'SOUTHWEST EDGE OF STEP.  BRIDGE MARKED 571.9.
 EK0608
 EK0608                          STATION RECOVERY (1969)
 EK0608
 EK0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EK0608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0640 ***********************************************************************
 FH0640  DESIGNATION -  L 160
 FH0640  PID         -  FH0640
 FH0640  STATE/COUNTY-  OK/HASKELL
 FH0640  COUNTRY     -  US
 FH0640  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0640
 FH0640                         *CURRENT SURVEY CONTROL
 FH0640  ______________________________________________________________________
 FH0640* NAD 83(1986) POSITION- 35 05 29.     (N) 095 20 56.     (W)   SCALED
 FH0640* NAVD 88 ORTHO HEIGHT -   174.920 (meters)      573.88  (feet) ADJUSTED
 FH0640  ______________________________________________________________________
 FH0640  GEOID HEIGHT    -        -30.747 (meters)                     GEOID18
 FH0640  DYNAMIC HEIGHT  -        174.745 (meters)      573.31  (feet) COMP
 FH0640  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 FH0640
 FH0640  VERT ORDER      -  SECOND    CLASS 0
 FH0640
 FH0640.The horizontal coordinates were scaled from a map and have
 FH0640.an estimated accuracy of +/- 6 seconds.
 FH0640
 FH0640.The orthometric height was determined by differential leveling and
 FH0640.adjusted by the NATIONAL GEODETIC SURVEY
 FH0640.in June 1991.
 FH0640
 FH0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0640.GEOID18 height accuracy estimate available here.
 FH0640
 FH0640.Click photographs - Photos may exist for this station.
 FH0640
 FH0640.The dynamic height is computed by dividing the NAVD 88
 FH0640.geopotential number by the normal gravity value computed on the
 FH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0640.degrees latitude (g = 980.6199 gals.).
 FH0640
 FH0640.The modeled gravity was interpolated from observed gravity values.
 FH0640
 FH0640;                    North         East    Units  Estimated Accuracy
 FH0640;SPC OK S     -   198,190.      841,710.      MT  (+/- 180 meters Scaled)
 FH0640
 FH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU858857(NAD 83)
 FH0640
 FH0640                          SUPERSEDED SURVEY CONTROL
 FH0640
 FH0640  NGVD 29 (??/??/92)  174.806  (m)          573.51   (f) ADJ UNCH    2 0
 FH0640
 FH0640.Superseded values are not recommended for survey control.
 FH0640
 FH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0640.See file dsdata.pdf to determine how the superseded data were derived.
 FH0640
 FH0640_MARKER: DB = BENCH MARK DISK
 FH0640_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0640_STAMPING: L 160 1934
 FH0640_MARK LOGO: CGS
 FH0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0640
 FH0640  HISTORY     - Date     Condition        Report By
 FH0640  HISTORY     - 1934     MONUMENTED       CGS
 FH0640  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0640
 FH0640                          STATION DESCRIPTION
 FH0640
 FH0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0640'4.3 MI S FROM QUINTON.
 FH0640'4.3 MILES SOUTH OF QUINTON R.R. STATION, ALONG ST. HWY.  LOWER
 FH0640'END OF BANKED HORSESHOE TURN, AT BASE OF STEEP HILL, SOUTHEAST
 FH0640'CORNER OF SMALL CULTIVATED FIELD, ABOUT 0.6 MILE SOUTHWEST OF
 FH0640'STEEL TRUSS HIGHWAY BRIDGE OVER SANSBOIS CREEK, 255 FEET NORTHEAST
 FH0640'OF ROAD LEADING PAST SAW MILL SIGHT, 47 FEET WEST OF CENTERLINE
 FH0640'OF STATE HWY. 2, 22.5 FEET NORTH OF CENTERLINE OF GATEWAY, 1.6 FEET
 FH0640'EAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0640
 FH0640                          STATION RECOVERY (1967)
 FH0640
 FH0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0640'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0551 ***********************************************************************
 FH0551  DESIGNATION -  L 161
 FH0551  PID         -  FH0551
 FH0551  STATE/COUNTY-  OK/MUSKOGEE
 FH0551  COUNTRY     -  US
 FH0551  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0551
 FH0551                         *CURRENT SURVEY CONTROL
 FH0551  ______________________________________________________________________
 FH0551* NAD 83(1986) POSITION- 35 40 05.     (N) 095 22 52.     (W)   SCALED
 FH0551* NAVD 88 ORTHO HEIGHT -   182.442 (meters)      598.56  (feet) ADJUSTED
 FH0551  ______________________________________________________________________
 FH0551  GEOID HEIGHT    -        -29.553 (meters)                     GEOID18
 FH0551  DYNAMIC HEIGHT  -        182.275 (meters)      598.01  (feet) COMP
 FH0551  MODELED GRAVITY -    979,716.1   (mgal)                       NAVD 88
 FH0551
 FH0551  VERT ORDER      -  SECOND    CLASS 0
 FH0551
 FH0551.The horizontal coordinates were scaled from a map and have
 FH0551.an estimated accuracy of +/- 6 seconds.
 FH0551
 FH0551.The orthometric height was determined by differential leveling and
 FH0551.adjusted by the NATIONAL GEODETIC SURVEY
 FH0551.in June 1991.
 FH0551
 FH0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0551.GEOID18 height accuracy estimate available here.
 FH0551
 FH0551.Click photographs - Photos may exist for this station.
 FH0551
 FH0551.The dynamic height is computed by dividing the NAVD 88
 FH0551.geopotential number by the normal gravity value computed on the
 FH0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0551.degrees latitude (g = 980.6199 gals.).
 FH0551
 FH0551.The modeled gravity was interpolated from observed gravity values.
 FH0551
 FH0551;                    North         East    Units  Estimated Accuracy
 FH0551;SPC OK N     -    77,320.      837,080.      MT  (+/- 180 meters Scaled)
 FH0551
 FH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV844497(NAD 83)
 FH0551
 FH0551                          SUPERSEDED SURVEY CONTROL
 FH0551
 FH0551  NGVD 29 (??/??/92)  182.327  (m)          598.18   (f) ADJ UNCH    2 0
 FH0551
 FH0551.Superseded values are not recommended for survey control.
 FH0551
 FH0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0551.See file dsdata.pdf to determine how the superseded data were derived.
 FH0551
 FH0551_MARKER: DB = BENCH MARK DISK
 FH0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0551_STAMPING: L 161 1934
 FH0551_MARK LOGO: CGS
 FH0551_PROJECTION: PROJECTING 12 CENTIMETERS
 FH0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0551+STABILITY: SURFACE MOTION
 FH0551
 FH0551  HISTORY     - Date     Condition        Report By
 FH0551  HISTORY     - 1934     MONUMENTED       CGS
 FH0551  HISTORY     - 1957     GOOD             CGS
 FH0551  HISTORY     - 1972     GOOD             NGS
 FH0551
 FH0551                          STATION DESCRIPTION
 FH0551
 FH0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0551'6.3 MI S FROM MUSKOGEE.
 FH0551'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0551'STATION AT MUSKOGEE, AT A ROAD CROSSING, 84 FEET SOUTHWEST OF
 FH0551'MILEPOST 91, 27 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 FH0551'ROAD, 24 FEET WEST OF THE WEST RAIL, 6 FEET WEST OF A TELEPHONE
 FH0551'POLE, 3.3 FEET SOUTHEAST OF A FENCE CORNER, SET IN THE TOP OF A
 FH0551'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FH0551
 FH0551                          STATION RECOVERY (1972)
 FH0551
 FH0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0551'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0524 ***********************************************************************
 FH0524  DESIGNATION -  L 162
 FH0524  PID         -  FH0524
 FH0524  STATE/COUNTY-  OK/CHEROKEE
 FH0524  COUNTRY     -  US
 FH0524  USGS QUAD   -  THOMPSON CORNER (2019)
 FH0524
 FH0524                         *CURRENT SURVEY CONTROL
 FH0524  ______________________________________________________________________
 FH0524* NAD 83(1986) POSITION- 35 56 38.     (N) 095 04 13.     (W)   SCALED
 FH0524* NAVD 88 ORTHO HEIGHT -   234.820 (meters)      770.41  (feet) ADJUSTED
 FH0524  ______________________________________________________________________
 FH0524  GEOID HEIGHT    -        -29.065 (meters)                     GEOID18
 FH0524  DYNAMIC HEIGHT  -        234.609 (meters)      769.71  (feet) COMP
 FH0524  MODELED GRAVITY -    979,729.2   (mgal)                       NAVD 88
 FH0524
 FH0524  VERT ORDER      -  SECOND    CLASS 0
 FH0524
 FH0524.The horizontal coordinates were scaled from a map and have
 FH0524.an estimated accuracy of +/- 6 seconds.
 FH0524
 FH0524.The orthometric height was determined by differential leveling and
 FH0524.adjusted by the NATIONAL GEODETIC SURVEY
 FH0524.in June 1991.
 FH0524
 FH0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0524.GEOID18 height accuracy estimate available here.
 FH0524
 FH0524.Click photographs - Photos may exist for this station.
 FH0524
 FH0524.The dynamic height is computed by dividing the NAVD 88
 FH0524.geopotential number by the normal gravity value computed on the
 FH0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0524.degrees latitude (g = 980.6199 gals.).
 FH0524
 FH0524.The modeled gravity was interpolated from observed gravity values.
 FH0524
 FH0524;                    North         East    Units  Estimated Accuracy
 FH0524;SPC OK N     -   108,720.      864,290.      MT  (+/- 180 meters Scaled)
 FH0524
 FH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV132797(NAD 83)
 FH0524
 FH0524                          SUPERSEDED SURVEY CONTROL
 FH0524
 FH0524  NGVD 29 (??/??/92)  234.692  (m)          769.99   (f) ADJ UNCH    2 0
 FH0524
 FH0524.Superseded values are not recommended for survey control.
 FH0524
 FH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0524.See file dsdata.pdf to determine how the superseded data were derived.
 FH0524
 FH0524_MARKER: DB = BENCH MARK DISK
 FH0524_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0524_STAMPING: L 162 1934
 FH0524_MARK LOGO: CGS
 FH0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0524
 FH0524  HISTORY     - Date     Condition        Report By
 FH0524  HISTORY     - 1934     MONUMENTED       CGS
 FH0524  HISTORY     - 1960     MARK NOT FOUND   USGS
 FH0524
 FH0524                          STATION DESCRIPTION
 FH0524
 FH0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0524'5.1 MI E FROM HULBERT.
 FH0524'5.1 MILES EAST OF, ALONG S.L. AND S.F.RY. FROM STATION.  135
 FH0524'FEET SOUTHEAST OF M.P. 428-15, 66 FEET EAST OF INTERSECTION OF
 FH0524'CENTERLINES OF SECTION ROAD WITH RY., 43 FEET EAST OF CENTERLINE
 FH0524'OF ST. LOUIS AND SAN FRANCISCO RY. TRACK, 34 FEET EAST OF
 FH0524'CULVERT UNDER RAILWAY, 18 FEET SOUTH OF CENTERLINE OF SECTION
 FH0524'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FH0524
 FH0524                          STATION RECOVERY (1960)
 FH0524
 FH0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FH0524'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0159 ***********************************************************************
 GG0159  DESIGNATION -  L 163
 GG0159  PID         -  GG0159
 GG0159  STATE/COUNTY-  OK/DELAWARE
 GG0159  COUNTRY     -  US
 GG0159  USGS QUAD   -  KANSAS (2019)
 GG0159
 GG0159                         *CURRENT SURVEY CONTROL
 GG0159  ______________________________________________________________________
 GG0159* NAD 83(1986) POSITION- 36 12 56.     (N) 094 46 39.     (W)   SCALED
 GG0159* NAVD 88 ORTHO HEIGHT -   362.453 (meters)     1189.15  (feet) ADJUSTED
 GG0159  ______________________________________________________________________
 GG0159  GEOID HEIGHT    -        -28.617 (meters)                     GEOID18
 GG0159  DYNAMIC HEIGHT  -        362.133 (meters)     1188.10  (feet) COMP
 GG0159  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 GG0159
 GG0159  VERT ORDER      -  SECOND    CLASS 0
 GG0159
 GG0159.The horizontal coordinates were scaled from a map and have
 GG0159.an estimated accuracy of +/- 6 seconds.
 GG0159
 GG0159.The orthometric height was determined by differential leveling and
 GG0159.adjusted by the NATIONAL GEODETIC SURVEY
 GG0159.in June 1991.
 GG0159
 GG0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0159.GEOID18 height accuracy estimate available here.
 GG0159
 GG0159.Click photographs - Photos may exist for this station.
 GG0159
 GG0159.The dynamic height is computed by dividing the NAVD 88
 GG0159.geopotential number by the normal gravity value computed on the
 GG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0159.degrees latitude (g = 980.6199 gals.).
 GG0159
 GG0159.The modeled gravity was interpolated from observed gravity values.
 GG0159
 GG0159;                    North         East    Units  Estimated Accuracy
 GG0159;SPC OK N     -   139,680.      889,690.      MT  (+/- 180 meters Scaled)
 GG0159
 GG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA402093(NAD 83)
 GG0159
 GG0159                          SUPERSEDED SURVEY CONTROL
 GG0159
 GG0159  NGVD 29 (??/??/92)  362.311  (m)         1188.68   (f) ADJ UNCH    2 0
 GG0159
 GG0159.Superseded values are not recommended for survey control.
 GG0159
 GG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0159.See file dsdata.pdf to determine how the superseded data were derived.
 GG0159
 GG0159_MARKER: DB = BENCH MARK DISK
 GG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0159_STAMPING: L 163 1934
 GG0159_MARK LOGO: CGS
 GG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0159+STABILITY: SURFACE MOTION
 GG0159
 GG0159  HISTORY     - Date     Condition        Report By
 GG0159  HISTORY     - 1934     MONUMENTED       CGS
 GG0159  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0159
 GG0159                          STATION DESCRIPTION
 GG0159
 GG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0159'12 MI N FROM SCRAPER.
 GG0159'IN DELAWARE COUNTY, 12.0 MILES NORTH ALONG STATE HIGHWAY 10 FROM
 GG0159'THE POST OFFICE AT SCRAPER, CHEROKEE COUNTY, 2 MILES SOUTHWEST
 GG0159'OF THE LONG PRAIRIE SCHOOL, AT THE SUMMIT OVER A SMALL RIDGE, 700
 GG0159'FEET EAST OF THE FARMHOUSE OF CLYDE BUCHANAN, 600 FEET EAST OF A
 GG0159'NORTH-AND-SOUTH ROAD CROSSING, 300 FEET EAST OF THE EAST END
 GG0159'CURVE, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.3
 GG0159'FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED L 163
 GG0159'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED
 GG0159'LOCATION OF THIS MARK IS ABOUT 0.7 MILE NORTH AND 0.1 MILE EAST
 GG0159'OF THE JUNCTION OF U.S. HIGHWAY 59 AND STATE HIGHWAYS 10 AND 33.
 GG0159'THIS IS ABOUT 0.1 MILE EAST OF THE PRESENT HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0527 ***********************************************************************
 FH0527  DESIGNATION -  L 164
 FH0527  PID         -  FH0527
 FH0527  STATE/COUNTY-  OK/CHEROKEE
 FH0527  COUNTRY     -  US
 FH0527  USGS QUAD   -  THOMPSON CORNER (2019)
 FH0527
 FH0527                         *CURRENT SURVEY CONTROL
 FH0527  ______________________________________________________________________
 FH0527* NAD 83(1986) POSITION- 35 56 11.     (N) 095 00 29.     (W)   SCALED
 FH0527* NAVD 88 ORTHO HEIGHT -   267.761 (meters)      878.48  (feet) ADJUSTED
 FH0527  ______________________________________________________________________
 FH0527  GEOID HEIGHT    -        -29.006 (meters)                     GEOID18
 FH0527  DYNAMIC HEIGHT  -        267.520 (meters)      877.69  (feet) COMP
 FH0527  MODELED GRAVITY -    979,724.5   (mgal)                       NAVD 88
 FH0527
 FH0527  VERT ORDER      -  SECOND    CLASS 0
 FH0527
 FH0527.The horizontal coordinates were scaled from a map and have
 FH0527.an estimated accuracy of +/- 6 seconds.
 FH0527
 FH0527.The orthometric height was determined by differential leveling and
 FH0527.adjusted by the NATIONAL GEODETIC SURVEY
 FH0527.in June 1991.
 FH0527
 FH0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0527.GEOID18 height accuracy estimate available here.
 FH0527
 FH0527.Click photographs - Photos may exist for this station.
 FH0527
 FH0527.The dynamic height is computed by dividing the NAVD 88
 FH0527.geopotential number by the normal gravity value computed on the
 FH0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0527.degrees latitude (g = 980.6199 gals.).
 FH0527
 FH0527.The modeled gravity was interpolated from observed gravity values.
 FH0527
 FH0527;                    North         East    Units  Estimated Accuracy
 FH0527;SPC OK N     -   108,050.      869,930.      MT  (+/- 180 meters Scaled)
 FH0527
 FH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV188787(NAD 83)
 FH0527
 FH0527                          SUPERSEDED SURVEY CONTROL
 FH0527
 FH0527  NGVD 29 (??/??/92)  267.625  (m)          878.03   (f) ADJ UNCH    2 0
 FH0527
 FH0527.Superseded values are not recommended for survey control.
 FH0527
 FH0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0527.See file dsdata.pdf to determine how the superseded data were derived.
 FH0527
 FH0527_MARKER: DB = BENCH MARK DISK
 FH0527_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0527_STAMPING: L 164 1934
 FH0527_MARK LOGO: CGS
 FH0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0527
 FH0527  HISTORY     - Date     Condition        Report By
 FH0527  HISTORY     - 1934     MONUMENTED       CGS
 FH0527  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0527
 FH0527                          STATION DESCRIPTION
 FH0527
 FH0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0527'3 MI NW FROM TAHLEQUAH.
 FH0527'3.0 MILES NORTHWEST OF, ALONG S.L. AND S.F.RY. FROM STATION
 FH0527'ABOUT 350 FEET WEST OF M.P. 423-20, 49 FEET NORTH OF CENTERLINE
 FH0527'OF ST. LOUIS AND SAN FRANCISCO RY, 40 FEET EAST OF CENTERLINE
 FH0527'OF NORTH-SOUTH GRAVEL ROAD CROSSING, 24.1 FEET EAST OF NORTHWEST
 FH0527'CORNER OF R/W FENCE, 20.3 FEET NORTHEAST OF TELEGRAPH POLE.
 FH0527'TABLET SET IN PRECAST CONCRETE POST.
 FH0527
 FH0527                          STATION RECOVERY (1974)
 FH0527
 FH0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0435 ***********************************************************************
 FH0435  DESIGNATION -  L 165
 FH0435  PID         -  FH0435
 FH0435  STATE/COUNTY-  OK/ADAIR
 FH0435  COUNTRY     -  US
 FH0435  USGS QUAD   -  WESTVILLE (2019)
 FH0435
 FH0435                         *CURRENT SURVEY CONTROL
 FH0435  ______________________________________________________________________
 FH0435* NAD 83(1986) POSITION- 35 59 16.     (N) 094 34 29.     (W)   SCALED
 FH0435* NAVD 88 ORTHO HEIGHT -   340.478 (meters)     1117.05  (feet) ADJUSTED
 FH0435  ______________________________________________________________________
 FH0435  GEOID HEIGHT    -        -28.537 (meters)                     GEOID18
 FH0435  DYNAMIC HEIGHT  -        340.172 (meters)     1116.05  (feet) COMP
 FH0435  MODELED GRAVITY -    979,726.5   (mgal)                       NAVD 88
 FH0435
 FH0435  VERT ORDER      -  SECOND    CLASS 0
 FH0435
 FH0435.The horizontal coordinates were scaled from a map and have
 FH0435.an estimated accuracy of +/- 6 seconds.
 FH0435
 FH0435.The orthometric height was determined by differential leveling and
 FH0435.adjusted by the NATIONAL GEODETIC SURVEY
 FH0435.in June 1991.
 FH0435
 FH0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0435.GEOID18 height accuracy estimate available here.
 FH0435
 FH0435.Click photographs - Photos may exist for this station.
 FH0435
 FH0435.The dynamic height is computed by dividing the NAVD 88
 FH0435.geopotential number by the normal gravity value computed on the
 FH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0435.degrees latitude (g = 980.6199 gals.).
 FH0435
 FH0435.The modeled gravity was interpolated from observed gravity values.
 FH0435
 FH0435;                    North         East    Units  Estimated Accuracy
 FH0435;SPC OK N     -   115,040.      908,800.      MT  (+/- 180 meters Scaled)
 FH0435
 FH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV580837(NAD 83)
 FH0435
 FH0435                          SUPERSEDED SURVEY CONTROL
 FH0435
 FH0435  NGVD 29 (??/??/92)  340.318  (m)         1116.53   (f) ADJ UNCH    2 0
 FH0435
 FH0435.Superseded values are not recommended for survey control.
 FH0435
 FH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0435.See file dsdata.pdf to determine how the superseded data were derived.
 FH0435
 FH0435_MARKER: DB = BENCH MARK DISK
 FH0435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0435_SP_SET: CULVERT HEADWALL
 FH0435_STAMPING: L 165 1934
 FH0435_MARK LOGO: CGS
 FH0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0435+STABILITY: SURFACE MOTION
 FH0435
 FH0435  HISTORY     - Date     Condition        Report By
 FH0435  HISTORY     - 1934     MONUMENTED       CGS
 FH0435  HISTORY     - 1972     GOOD             USGS
 FH0435
 FH0435                          STATION DESCRIPTION
 FH0435
 FH0435'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0435'1.6 MI W FROM WESTVILLE.
 FH0435'1.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FH0435'CROSSING OF THE KANSAS CITY SOUTHERN RAILWAY AT WESTVILLE,
 FH0435'WESTVILLE RAILROAD STATION, 1.1 MI N. AND 0.9 W. OF, NEAR 1/4
 FH0435'COR. SECS. 25 AND 30, T. 18 N., R. 25 AND 26 E., 445 FT W. ALONG
 FH0435'OLD RAILROAD GRADE FROM U.S. HIGHWAY 59, 9 FT S. OF OLD RAILROAD
 FH0435'GRADE, IN TOP OF THE SW END OF THE CONCRETE HEADWALL OF THE
 FH0435'RAILROAD CULVERT (BUILT IN 1911), STANDARD TABLET STAMPED L 165 1934
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0441 ***********************************************************************
 EK0441  DESIGNATION -  L 166
 EK0441  PID         -  EK0441
 EK0441  STATE/COUNTY-  OK/LATIMER
 EK0441  COUNTRY     -  US
 EK0441  USGS QUAD   -  HIGGINS (2018)
 EK0441
 EK0441                         *CURRENT SURVEY CONTROL
 EK0441  ______________________________________________________________________
 EK0441* NAD 83(1986) POSITION- 34 50 57.     (N) 095 27 05.     (W)   SCALED
 EK0441* NAVD 88 ORTHO HEIGHT -   196.806 (meters)      645.69  (feet) ADJUSTED
 EK0441  ______________________________________________________________________
 EK0441  GEOID HEIGHT    -        -30.990 (meters)                     GEOID18
 EK0441  DYNAMIC HEIGHT  -        196.603 (meters)      645.02  (feet) COMP
 EK0441  MODELED GRAVITY -    979,598.1   (mgal)                       NAVD 88
 EK0441
 EK0441  VERT ORDER      -  SECOND    CLASS 0
 EK0441
 EK0441.The horizontal coordinates were scaled from a map and have
 EK0441.an estimated accuracy of +/- 6 seconds.
 EK0441
 EK0441.The orthometric height was determined by differential leveling and
 EK0441.adjusted by the NATIONAL GEODETIC SURVEY
 EK0441.in June 1991.
 EK0441
 EK0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0441.GEOID18 height accuracy estimate available here.
 EK0441
 EK0441.Click photographs - Photos may exist for this station.
 EK0441
 EK0441.The dynamic height is computed by dividing the NAVD 88
 EK0441.geopotential number by the normal gravity value computed on the
 EK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0441.degrees latitude (g = 980.6199 gals.).
 EK0441
 EK0441.The modeled gravity was interpolated from observed gravity values.
 EK0441
 EK0441;                    North         East    Units  Estimated Accuracy
 EK0441;SPC OK S     -   171,090.      833,050.      MT  (+/- 180 meters Scaled)
 EK0441
 EK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU758590(NAD 83)
 EK0441
 EK0441                          SUPERSEDED SURVEY CONTROL
 EK0441
 EK0441  NGVD 29 (??/??/92)  196.694  (m)          645.32   (f) ADJ UNCH    2 0
 EK0441
 EK0441.Superseded values are not recommended for survey control.
 EK0441
 EK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0441.See file dsdata.pdf to determine how the superseded data were derived.
 EK0441
 EK0441_MARKER: DB = BENCH MARK DISK
 EK0441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0441_SP_SET: CULVERT HEADWALL
 EK0441_STAMPING: L 166 1934
 EK0441_MARK LOGO: CGS
 EK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0441+STABILITY: SURFACE MOTION
 EK0441
 EK0441  HISTORY     - Date     Condition        Report By
 EK0441  HISTORY     - 1934     MONUMENTED       CGS
 EK0441
 EK0441                          STATION DESCRIPTION
 EK0441
 EK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0441'4.4 MI NE FROM GOWEN.
 EK0441'ABOUT 4.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0441'PACIFIC RAILWAY FROM GOWEN, LATIMER COUNTY, ABOUT 2 MILES EAST
 EK0441'OF GAINES CREEK, AT MILEPOST 345+6, AT A CONCRETE CULVERT, IN
 EK0441'THE NORTH HEAD WALL, 4.5 FEET EAST OF THE WEST END, AND 10 FEET
 EK0441'NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 EK0441'L 166 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0306 ***********************************************************************
 EK0306  DESIGNATION -  L 168
 EK0306  PID         -  EK0306
 EK0306  STATE/COUNTY-  OK/MCCURTAIN
 EK0306  COUNTRY     -  US
 EK0306  USGS QUAD   -  BETHEL (2018)
 EK0306
 EK0306                         *CURRENT SURVEY CONTROL
 EK0306  ______________________________________________________________________
 EK0306* NAD 83(1986) POSITION- 34 18 43.     (N) 094 48 53.     (W)   SCALED
 EK0306* NAVD 88 ORTHO HEIGHT -   288.963 (meters)      948.04  (feet) ADJUSTED
 EK0306  ______________________________________________________________________
 EK0306  GEOID HEIGHT    -        -30.172 (meters)                     GEOID18
 EK0306  DYNAMIC HEIGHT  -        288.649 (meters)      947.01  (feet) COMP
 EK0306  MODELED GRAVITY -    979,543.4   (mgal)                       NAVD 88
 EK0306
 EK0306  VERT ORDER      -  SECOND    CLASS 0
 EK0306
 EK0306.The horizontal coordinates were scaled from a map and have
 EK0306.an estimated accuracy of +/- 6 seconds.
 EK0306
 EK0306.The orthometric height was determined by differential leveling and
 EK0306.adjusted by the NATIONAL GEODETIC SURVEY
 EK0306.in June 1991.
 EK0306
 EK0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0306.GEOID18 height accuracy estimate available here.
 EK0306
 EK0306.Click photographs - Photos may exist for this station.
 EK0306
 EK0306.The dynamic height is computed by dividing the NAVD 88
 EK0306.geopotential number by the normal gravity value computed on the
 EK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0306.degrees latitude (g = 980.6199 gals.).
 EK0306
 EK0306.The modeled gravity was interpolated from observed gravity values.
 EK0306
 EK0306;                    North         East    Units  Estimated Accuracy
 EK0306;SPC OK S     -   113,180.      893,130.      MT  (+/- 180 meters Scaled)
 EK0306
 EK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT330982(NAD 83)
 EK0306
 EK0306                          SUPERSEDED SURVEY CONTROL
 EK0306
 EK0306  NGVD 29 (??/??/92)  288.910  (m)          947.87   (f) ADJ UNCH    2 0
 EK0306
 EK0306.Superseded values are not recommended for survey control.
 EK0306
 EK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0306.See file dsdata.pdf to determine how the superseded data were derived.
 EK0306
 EK0306_MARKER: DB = BENCH MARK DISK
 EK0306_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0306_STAMPING: L 168 1934
 EK0306_MARK LOGO: CGS
 EK0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0306
 EK0306  HISTORY     - Date     Condition        Report By
 EK0306  HISTORY     - 1934     MONUMENTED       CGS
 EK0306  HISTORY     - 1960     GOOD             CGS
 EK0306
 EK0306                          STATION DESCRIPTION
 EK0306
 EK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0306'4.2 MI SE FROM BETHEL.
 EK0306'ABOUT 4.2 MILES SOUTHEAST ALONG A GRAVELED ROAD, FORMERLY STATE
 EK0306'HIGHWAY 21, FROM THE POST OFFICE AT BETHEL, ABOUT 0.35 MILE
 EK0306'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 144, IN SECTION 6,
 EK0306'R 24 E, T 3 S, AT THE JUNCTION OF SHERWOOD ROAD, 192 FEET EAST
 EK0306'OF THE CENTER LINE OF THE GRAVELED ROAD, 6 FEET NORTH OF THE
 EK0306'CENTER LINE OF SHERWOOD ROAD, ABOUT 6 FEET ABOVE THE LEVEL OF
 EK0306'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0488 ***********************************************************************
 GG0488  DESIGNATION -  L 17
 GG0488  PID         -  GG0488
 GG0488  STATE/COUNTY-  OK/ROGERS
 GG0488  COUNTRY     -  US
 GG0488  USGS QUAD   -  TALALA (2019)
 GG0488
 GG0488                         *CURRENT SURVEY CONTROL
 GG0488  ______________________________________________________________________
 GG0488* NAD 83(1986) POSITION- 36 33 13.     (N) 095 41 24.     (W)   SCALED
 GG0488* NAVD 88 ORTHO HEIGHT -   204.440 (meters)      670.73  (feet) ADJUSTED
 GG0488  ______________________________________________________________________
 GG0488  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 GG0488  DYNAMIC HEIGHT  -        204.269 (meters)      670.17  (feet) COMP
 GG0488  MODELED GRAVITY -    979,790.4   (mgal)                       NAVD 88
 GG0488
 GG0488  VERT ORDER      -  FIRST     CLASS II
 GG0488
 GG0488.The horizontal coordinates were scaled from a map and have
 GG0488.an estimated accuracy of +/- 6 seconds.
 GG0488
 GG0488.The orthometric height was determined by differential leveling and
 GG0488.adjusted by the NATIONAL GEODETIC SURVEY
 GG0488.in June 1991.
 GG0488
 GG0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0488.GEOID18 height accuracy estimate available here.
 GG0488
 GG0488.Click photographs - Photos may exist for this station.
 GG0488
 GG0488.The dynamic height is computed by dividing the NAVD 88
 GG0488.geopotential number by the normal gravity value computed on the
 GG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0488.degrees latitude (g = 980.6199 gals.).
 GG0488
 GG0488.The modeled gravity was interpolated from observed gravity values.
 GG0488
 GG0488;                    North         East    Units  Estimated Accuracy
 GG0488;SPC OK N     -   174,840.      806,790.      MT  (+/- 180 meters Scaled)
 GG0488
 GG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA592487(NAD 83)
 GG0488
 GG0488                          SUPERSEDED SURVEY CONTROL
 GG0488
 GG0488  NGVD 29 (??/??/92)  204.317  (m)          670.33   (f) ADJ UNCH    1 2
 GG0488
 GG0488.Superseded values are not recommended for survey control.
 GG0488
 GG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0488.See file dsdata.pdf to determine how the superseded data were derived.
 GG0488
 GG0488_MARKER: DB = BENCH MARK DISK
 GG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0488_STAMPING: L 17 1933
 GG0488_MARK LOGO: CGS
 GG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0488+STABILITY: SURFACE MOTION
 GG0488
 GG0488  HISTORY     - Date     Condition        Report By
 GG0488  HISTORY     - 1933     MONUMENTED       CGS
 GG0488  HISTORY     - 1960     GOOD             CGS
 GG0488
 GG0488                          STATION DESCRIPTION
 GG0488
 GG0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0488'1.9 MI N FROM TALALA.
 GG0488'LOCATED 1.9 MILES NORTH OF STATION AT TALALA ON THE RAILROAD
 GG0488'RIGHT OF WAY, 13 TELEGRAPH POLES SOUTH OF MILE POST MARKED
 GG0488'630, 50 FT. SOUTH OF CENTERLINE OF EAST-WEST ROAD THAT CROSSES
 GG0488'TRACK, 45 FT. EAST OF CENTERLINE OF OKLAHOMA STATE HIGHWAY NO.
 GG0488'16, 44.8 FT. WEST OF WEST RAIL OF TRACK.  STANDARD TABLET SET IN
 GG0488'TOP OF CONCRETE POST 6 IN HIGH.
 GG0488
 GG0488                          STATION RECOVERY (1960)
 GG0488
 GG0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0472 ***********************************************************************
 FJ0472  DESIGNATION -  L 170
 FJ0472  PID         -  FJ0472
 FJ0472  STATE/COUNTY-  OK/CANADIAN
 FJ0472  COUNTRY     -  US
 FJ0472  USGS QUAD   -  UNION CITY (2018)
 FJ0472
 FJ0472                         *CURRENT SURVEY CONTROL
 FJ0472  ______________________________________________________________________
 FJ0472* NAD 83(1986) POSITION- 35 28 45.     (N) 097 58 35.     (W)   SCALED
 FJ0472* NAVD 88 ORTHO HEIGHT -   421.228 (meters)     1381.98  (feet) ADJUSTED
 FJ0472  ______________________________________________________________________
 FJ0472  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 FJ0472  DYNAMIC HEIGHT  -        420.815 (meters)     1380.62  (feet) COMP
 FJ0472  MODELED GRAVITY -    979,639.7   (mgal)                       NAVD 88
 FJ0472
 FJ0472  VERT ORDER      -  FIRST     CLASS II
 FJ0472
 FJ0472.The horizontal coordinates were scaled from a map and have
 FJ0472.an estimated accuracy of +/- 6 seconds.
 FJ0472
 FJ0472.The orthometric height was determined by differential leveling and
 FJ0472.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0472.in June 1991.
 FJ0472
 FJ0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0472.GEOID18 height accuracy estimate available here.
 FJ0472
 FJ0472.Click photographs - Photos may exist for this station.
 FJ0472
 FJ0472.The dynamic height is computed by dividing the NAVD 88
 FJ0472.geopotential number by the normal gravity value computed on the
 FJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0472.degrees latitude (g = 980.6199 gals.).
 FJ0472
 FJ0472.The modeled gravity was interpolated from observed gravity values.
 FJ0472
 FJ0472;                    North         East    Units  Estimated Accuracy
 FJ0472;SPC OK N     -    53,170.      602,140.      MT  (+/- 180 meters Scaled)
 FJ0472
 FJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE928266(NAD 83)
 FJ0472
 FJ0472                          SUPERSEDED SURVEY CONTROL
 FJ0472
 FJ0472  NGVD 29 (??/??/92)  421.046  (m)         1381.38   (f) ADJ UNCH    1 2
 FJ0472
 FJ0472.Superseded values are not recommended for survey control.
 FJ0472
 FJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0472.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0472
 FJ0472_MARKER: DB = BENCH MARK DISK
 FJ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0472_STAMPING: L 170 1953
 FJ0472_MARK LOGO: CGS
 FJ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0472+STABILITY: SURFACE MOTION
 FJ0472
 FJ0472  HISTORY     - Date     Condition        Report By
 FJ0472  HISTORY     - 1953     MONUMENTED       CGS
 FJ0472
 FJ0472                          STATION DESCRIPTION
 FJ0472
 FJ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0472'4.4 MI SW FROM EL RENO.
 FJ0472'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0472'RAILROAD FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG
 FJ0472'U.S. HIGHWAY 66, THENCE 3.3 MILES SOUTH ALONG AN OILED ROAD,
 FJ0472'THENCE 0.3 MILE WEST ALONG AN OILED ROAD, 57 FEET SOUTHEAST OF THE
 FJ0472'CENTER LINE OF A ROAD, 195 FEET NORTHEAST OF THE CENTER LINE
 FJ0472'OF A DIRT ROAD LEADING SOUTHEAST, 2.2 FEET NORTHWEST OF A FENCE,
 FJ0472'3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FJ0472'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0020 ***********************************************************************
 FK0020  DESIGNATION -  L 171
 FK0020  PID         -  FK0020
 FK0020  STATE/COUNTY-  OK/BLAINE
 FK0020  COUNTRY     -  US
 FK0020  USGS QUAD   -  GEARY NORTH (2018)
 FK0020
 FK0020                         *CURRENT SURVEY CONTROL
 FK0020  ______________________________________________________________________
 FK0020* NAD 83(1986) POSITION- 35 37 41.     (N) 098 18 58.     (W)   SCALED
 FK0020* NAVD 88 ORTHO HEIGHT -   469.962 (meters)     1541.87  (feet) ADJUSTED
 FK0020  ______________________________________________________________________
 FK0020  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 FK0020  DYNAMIC HEIGHT  -        469.504 (meters)     1540.36  (feet) COMP
 FK0020  MODELED GRAVITY -    979,644.4   (mgal)                       NAVD 88
 FK0020
 FK0020  VERT ORDER      -  FIRST     CLASS II
 FK0020
 FK0020.The horizontal coordinates were scaled from a map and have
 FK0020.an estimated accuracy of +/- 6 seconds.
 FK0020
 FK0020.The orthometric height was determined by differential leveling and
 FK0020.adjusted by the NATIONAL GEODETIC SURVEY
 FK0020.in June 1991.
 FK0020
 FK0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0020.GEOID18 height accuracy estimate available here.
 FK0020
 FK0020.Click photographs - Photos may exist for this station.
 FK0020
 FK0020.The dynamic height is computed by dividing the NAVD 88
 FK0020.geopotential number by the normal gravity value computed on the
 FK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0020.degrees latitude (g = 980.6199 gals.).
 FK0020
 FK0020.The modeled gravity was interpolated from observed gravity values.
 FK0020
 FK0020;                    North         East    Units  Estimated Accuracy
 FK0020;SPC OK N     -    69,730.      571,370.      MT  (+/- 180 meters Scaled)
 FK0020
 FK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE619429(NAD 83)
 FK0020
 FK0020                          SUPERSEDED SURVEY CONTROL
 FK0020
 FK0020  NGVD 29 (??/??/92)  469.766  (m)         1541.22   (f) ADJ UNCH    1 2
 FK0020
 FK0020.Superseded values are not recommended for survey control.
 FK0020
 FK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0020.See file dsdata.pdf to determine how the superseded data were derived.
 FK0020
 FK0020_MARKER: DB = BENCH MARK DISK
 FK0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0020_STAMPING: L 171 1953
 FK0020_MARK LOGO: CGS
 FK0020_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0020+STABILITY: SURFACE MOTION
 FK0020
 FK0020  HISTORY     - Date     Condition        Report By
 FK0020  HISTORY     - 1953     MONUMENTED       CGS
 FK0020  HISTORY     - 19940209 MARK NOT FOUND   NGS
 FK0020
 FK0020                          STATION DESCRIPTION
 FK0020
 FK0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0020'AT GEARY.
 FK0020'AT GEARY, 207 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FK0020'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 148 FEET
 FK0020'NORTHEAST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 281,
 FK0020'24.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 FK0020'20.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 28
 FK0020'FEET SOUTHWEST OF A 14 INCH ELM TREE, 2.5 FEET NORTHEAST OF A
 FK0020'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0020'0.8 FOOT ABOVE THE GROUND.
 FK0020
 FK0020                          STATION RECOVERY (1994)
 FK0020
 FK0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0164 ***********************************************************************
 FK0164  DESIGNATION -  L 172
 FK0164  PID         -  FK0164
 FK0164  STATE/COUNTY-  OK/CADDO
 FK0164  COUNTRY     -  US
 FK0164  USGS QUAD   -  HYDRO (2018)
 FK0164
 FK0164                         *CURRENT SURVEY CONTROL
 FK0164  ______________________________________________________________________
 FK0164* NAD 83(1986) POSITION- 35 32 33.     (N) 098 34 01.     (W)   SCALED
 FK0164* NAVD 88 ORTHO HEIGHT -   451.838 (meters)     1482.41  (feet) ADJUSTED
 FK0164  ______________________________________________________________________
 FK0164  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0164  DYNAMIC HEIGHT  -        451.390 (meters)     1480.94  (feet) COMP
 FK0164  MODELED GRAVITY -    979,630.5   (mgal)                       NAVD 88
 FK0164
 FK0164  VERT ORDER      -  FIRST     CLASS II
 FK0164
 FK0164.The horizontal coordinates were scaled from a map and have
 FK0164.an estimated accuracy of +/- 6 seconds.
 FK0164
 FK0164.The orthometric height was determined by differential leveling and
 FK0164.adjusted by the NATIONAL GEODETIC SURVEY
 FK0164.in June 1991.
 FK0164
 FK0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0164.GEOID18 height accuracy estimate available here.
 FK0164
 FK0164.Click photographs - Photos may exist for this station.
 FK0164
 FK0164.The dynamic height is computed by dividing the NAVD 88
 FK0164.geopotential number by the normal gravity value computed on the
 FK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0164.degrees latitude (g = 980.6199 gals.).
 FK0164
 FK0164.The modeled gravity was interpolated from observed gravity values.
 FK0164
 FK0164;                    North         East    Units  Estimated Accuracy
 FK0164;SPC OK S     -   245,210.      548,590.      MT  (+/- 180 meters Scaled)
 FK0164
 FK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE392332(NAD 83)
 FK0164
 FK0164                          SUPERSEDED SURVEY CONTROL
 FK0164
 FK0164  NGVD 29 (??/??/92)  451.643  (m)         1481.77   (f) ADJ UNCH    1 2
 FK0164
 FK0164.Superseded values are not recommended for survey control.
 FK0164
 FK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0164.See file dsdata.pdf to determine how the superseded data were derived.
 FK0164
 FK0164_MARKER: DB = BENCH MARK DISK
 FK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0164_STAMPING: L 172 1953
 FK0164_MARK LOGO: CGS
 FK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0164+STABILITY: SURFACE MOTION
 FK0164
 FK0164  HISTORY     - Date     Condition        Report By
 FK0164  HISTORY     - 1953     MONUMENTED       CGS
 FK0164  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0164
 FK0164                          STATION DESCRIPTION
 FK0164
 FK0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0164'0.7 MI E FROM HYDRO.
 FK0164'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0164'FROM THE STATION AT HYDRO, 1 1/2 POLES EAST OF MILEPOST 554,
 FK0164'100 YARDS SOUTHEAST OF A WHITE HOUSE, 49.7 FEET NORTHEAST OF THE
 FK0164'CENTER OF A PRIVATE ROAD CROSSING, 45 FEET NORTH OF THE NORTH
 FK0164'RAIL, 15 FEET EAST OF THE CENTER OF A STEEL GATE, 2 FEET SOUTH
 FK0164'OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FK0164'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FK0164
 FK0164                          STATION RECOVERY (1984)
 FK0164
 FK0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0207 ***********************************************************************
 FK0207  DESIGNATION -  L 173
 FK0207  PID         -  FK0207
 FK0207  STATE/COUNTY-  OK/CUSTER
 FK0207  COUNTRY     -  US
 FK0207  USGS QUAD   -  CLINTON (2018)
 FK0207
 FK0207                         *CURRENT SURVEY CONTROL
 FK0207  ______________________________________________________________________
 FK0207* NAD 83(1986) POSITION- 35 32 18.     (N) 098 56 10.     (W)   SCALED
 FK0207* NAVD 88 ORTHO HEIGHT -   487.496 (meters)     1599.39  (feet) ADJUSTED
 FK0207  ______________________________________________________________________
 FK0207  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FK0207  DYNAMIC HEIGHT  -        487.008 (meters)     1597.79  (feet) COMP
 FK0207  MODELED GRAVITY -    979,619.1   (mgal)                       NAVD 88
 FK0207
 FK0207  VERT ORDER      -  FIRST     CLASS II
 FK0207
 FK0207.This mark is at Clinton Airport (CLK)
 FK0207
 FK0207.The horizontal coordinates were scaled from a map and have
 FK0207.an estimated accuracy of +/- 6 seconds.
 FK0207
 FK0207.The orthometric height was determined by differential leveling and
 FK0207.adjusted by the NATIONAL GEODETIC SURVEY
 FK0207.in June 1991.
 FK0207
 FK0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0207.GEOID18 height accuracy estimate available here.
 FK0207
 FK0207.Click photographs - Photos may exist for this station.
 FK0207
 FK0207.The dynamic height is computed by dividing the NAVD 88
 FK0207.geopotential number by the normal gravity value computed on the
 FK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0207.degrees latitude (g = 980.6199 gals.).
 FK0207
 FK0207.The modeled gravity was interpolated from observed gravity values.
 FK0207
 FK0207;                    North         East    Units  Estimated Accuracy
 FK0207;SPC OK N     -    60,140.      515,110.      MT  (+/- 180 meters Scaled)
 FK0207
 FK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE057327(NAD 83)
 FK0207
 FK0207                          SUPERSEDED SURVEY CONTROL
 FK0207
 FK0207  NGVD 29 (??/??/92)  487.292  (m)         1598.72   (f) ADJ UNCH    1 2
 FK0207
 FK0207.Superseded values are not recommended for survey control.
 FK0207
 FK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0207.See file dsdata.pdf to determine how the superseded data were derived.
 FK0207
 FK0207_MARKER: DB = BENCH MARK DISK
 FK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0207_STAMPING: L 173 1953
 FK0207_MARK LOGO: CGS
 FK0207_PROJECTION: RECESSED 6 CENTIMETERS
 FK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0207+STABILITY: SURFACE MOTION
 FK0207
 FK0207  HISTORY     - Date     Condition        Report By
 FK0207  HISTORY     - 1953     MONUMENTED       CGS
 FK0207  HISTORY     - 1955     GOOD             CGS
 FK0207  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0207
 FK0207                          STATION DESCRIPTION
 FK0207
 FK0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0207'3.6 MI NE FROM CLINTON.
 FK0207'1.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0207'RAILROAD FROM THE STATION AT CLINTON, THENCE 1.55 MILES NORTH
 FK0207'ALONG AN OILED ROAD, THENCE 0.25 MILE NORTHEAST ALONG THE AIRPORT
 FK0207'ROAD, AT THE CLINTON AIRPORT, 40 FEET SOUTHEAST OF THE CENTER
 FK0207'LINE OF A DRIVEWAY, 51.6 FEET NORTHWEST OF THE CENTER OF THE
 FK0207'NORTH ENTRANCE TO THE OFFICE, SET IN THE TOP OF A CONCRETE POST
 FK0207'WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 FK0207
 FK0207                          STATION RECOVERY (1981)
 FK0207
 FK0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0317 ***********************************************************************
 FK0317  DESIGNATION -  L 174
 FK0317  PID         -  FK0317
 FK0317  STATE/COUNTY-  OK/WASHITA
 FK0317  COUNTRY     -  US
 FK0317  USGS QUAD   -  CANUTE (2018)
 FK0317
 FK0317                         *CURRENT SURVEY CONTROL
 FK0317  ______________________________________________________________________
 FK0317* NAD 83(1986) POSITION- 35 26 28.     (N) 099 15 36.     (W)   SCALED
 FK0317* NAVD 88 ORTHO HEIGHT -   558.542 (meters)     1832.48  (feet) ADJUSTED
 FK0317  ______________________________________________________________________
 FK0317  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FK0317  DYNAMIC HEIGHT  -        557.965 (meters)     1830.59  (feet) COMP
 FK0317  MODELED GRAVITY -    979,584.2   (mgal)                       NAVD 88
 FK0317
 FK0317  VERT ORDER      -  FIRST     CLASS II
 FK0317
 FK0317.The horizontal coordinates were scaled from a map and have
 FK0317.an estimated accuracy of +/- 6 seconds.
 FK0317
 FK0317.The orthometric height was determined by differential leveling and
 FK0317.adjusted by the NATIONAL GEODETIC SURVEY
 FK0317.in June 1991.
 FK0317
 FK0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0317.GEOID18 height accuracy estimate available here.
 FK0317
 FK0317.Click photographs - Photos may exist for this station.
 FK0317
 FK0317.The dynamic height is computed by dividing the NAVD 88
 FK0317.geopotential number by the normal gravity value computed on the
 FK0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0317.degrees latitude (g = 980.6199 gals.).
 FK0317
 FK0317.The modeled gravity was interpolated from observed gravity values.
 FK0317
 FK0317;                    North         East    Units  Estimated Accuracy
 FK0317;SPC OK S     -   234,530.      485,600.      MT  (+/- 180 meters Scaled)
 FK0317
 FK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME764219(NAD 83)
 FK0317
 FK0317                          SUPERSEDED SURVEY CONTROL
 FK0317
 FK0317  NGVD 29 (??/??/92)  558.304  (m)         1831.70   (f) ADJ UNCH    1 2
 FK0317
 FK0317.Superseded values are not recommended for survey control.
 FK0317
 FK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0317.See file dsdata.pdf to determine how the superseded data were derived.
 FK0317
 FK0317_MARKER: DB = BENCH MARK DISK
 FK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0317_STAMPING: L 174 1953
 FK0317_MARK LOGO: CGS
 FK0317_PROJECTION: RECESSED 3 CENTIMETERS
 FK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0317+STABILITY: SURFACE MOTION
 FK0317
 FK0317  HISTORY     - Date     Condition        Report By
 FK0317  HISTORY     - 1953     MONUMENTED       CGS
 FK0317  HISTORY     - 1955     GOOD             CGS
 FK0317  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0317
 FK0317                          STATION DESCRIPTION
 FK0317
 FK0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0317'2 MI NE FROM CANUTE.
 FK0317'2.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0317'RAILROAD FROM THE STATION AT CANUTE, 10 FEET SOUTHEAST OF THE
 FK0317'8TH POLE EAST OF MILEPOST 600, 0.1 MILE WEST OF A DIRT ROAD
 FK0317'CROSSING, 37.5 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTHWEST
 FK0317'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 FK0317'0.1 FOOT BELOW THE TOP OF THE GROUND.
 FK0317
 FK0317                          STATION RECOVERY (1986)
 FK0317
 FK0317'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0353 ***********************************************************************
 FK0353  DESIGNATION -  L 175
 FK0353  PID         -  FK0353
 FK0353  STATE/COUNTY-  OK/BECKHAM
 FK0353  COUNTRY     -  US
 FK0353  USGS QUAD   -  HOCKER (2018)
 FK0353
 FK0353                         *CURRENT SURVEY CONTROL
 FK0353  ______________________________________________________________________
 FK0353* NAD 83(1986) POSITION- 35 22 16.     (N) 099 29 14.     (W)   SCALED
 FK0353* NAVD 88 ORTHO HEIGHT -   631.174 (meters)     2070.78  (feet) ADJUSTED
 FK0353  ______________________________________________________________________
 FK0353  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 FK0353  DYNAMIC HEIGHT  -        630.512 (meters)     2068.60  (feet) COMP
 FK0353  MODELED GRAVITY -    979,564.8   (mgal)                       NAVD 88
 FK0353
 FK0353  VERT ORDER      -  FIRST     CLASS II
 FK0353
 FK0353.The horizontal coordinates were scaled from a map and have
 FK0353.an estimated accuracy of +/- 6 seconds.
 FK0353
 FK0353.The orthometric height was determined by differential leveling and
 FK0353.adjusted by the NATIONAL GEODETIC SURVEY
 FK0353.in June 1991.
 FK0353
 FK0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0353.GEOID18 height accuracy estimate available here.
 FK0353
 FK0353.Click photographs - Photos may exist for this station.
 FK0353
 FK0353.The dynamic height is computed by dividing the NAVD 88
 FK0353.geopotential number by the normal gravity value computed on the
 FK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0353.degrees latitude (g = 980.6199 gals.).
 FK0353
 FK0353.The modeled gravity was interpolated from observed gravity values.
 FK0353
 FK0353;                    North         East    Units  Estimated Accuracy
 FK0353;SPC OK S     -   227,040.      464,850.      MT  (+/- 180 meters Scaled)
 FK0353
 FK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME557143(NAD 83)
 FK0353
 FK0353                          SUPERSEDED SURVEY CONTROL
 FK0353
 FK0353  NGVD 29 (??/??/92)  630.916  (m)         2069.93   (f) ADJ UNCH    1 2
 FK0353
 FK0353.Superseded values are not recommended for survey control.
 FK0353
 FK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0353.See file dsdata.pdf to determine how the superseded data were derived.
 FK0353
 FK0353_MARKER: DB = BENCH MARK DISK
 FK0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0353_STAMPING: L 175 1953
 FK0353_MARK LOGO: CGS
 FK0353_PROJECTION: PROJECTING 30 CENTIMETERS
 FK0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0353+STABILITY: SURFACE MOTION
 FK0353
 FK0353  HISTORY     - Date     Condition        Report By
 FK0353  HISTORY     - 1953     MONUMENTED       CGS
 FK0353  HISTORY     - 1955     GOOD             CGS
 FK0353  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0353
 FK0353                          STATION DESCRIPTION
 FK0353
 FK0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0353'6 MI SW FROM ELK CITY.
 FK0353'6.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0353'RAILROAD FROM THE STATION AT ELK CITY, 53 FEET SOUTHEAST OF THE
 FK0353'CENTER OF A ROAD CROSSING, 48 FEET SOUTH OF THE SOUTH RAIL, 119
 FK0353'FEET EAST OF THE CENTER LINE OF A ROAD, 1.8 FEET NORTH OF A
 FK0353'FENCE, 2.4 FEET WEST OF A WITNESS POST, 5 FEET ABOVE THE TOP OF
 FK0353'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 FK0353'FOOT ABOVE THE GROUND.
 FK0353
 FK0353                          STATION RECOVERY (1986)
 FK0353
 FK0353'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0426 ***********************************************************************
 FK0426  DESIGNATION -  L 176
 FK0426  PID         -  FK0426
 FK0426  STATE/COUNTY-  OK/BECKHAM
 FK0426  COUNTRY     -  US
 FK0426  USGS QUAD   -  ERICK (2018)
 FK0426
 FK0426                         *CURRENT SURVEY CONTROL
 FK0426  ______________________________________________________________________
 FK0426* NAD 83(1986) POSITION- 35 13 02.     (N) 099 51 55.     (W)   SCALED
 FK0426* NAVD 88 ORTHO HEIGHT -   628.276 (meters)     2061.27  (feet) ADJUSTED
 FK0426  ______________________________________________________________________
 FK0426  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 FK0426  DYNAMIC HEIGHT  -        627.642 (meters)     2059.19  (feet) COMP
 FK0426  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 FK0426
 FK0426  VERT ORDER      -  FIRST     CLASS II
 FK0426
 FK0426.The horizontal coordinates were scaled from a map and have
 FK0426.an estimated accuracy of +/- 6 seconds.
 FK0426
 FK0426.The orthometric height was determined by differential leveling and
 FK0426.adjusted by the NATIONAL GEODETIC SURVEY
 FK0426.in June 1991.
 FK0426
 FK0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0426.GEOID18 height accuracy estimate available here.
 FK0426
 FK0426.Click photographs - Photos may exist for this station.
 FK0426
 FK0426.The dynamic height is computed by dividing the NAVD 88
 FK0426.geopotential number by the normal gravity value computed on the
 FK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0426.degrees latitude (g = 980.6199 gals.).
 FK0426
 FK0426.The modeled gravity was interpolated from observed gravity values.
 FK0426
 FK0426;                    North         East    Units  Estimated Accuracy
 FK0426;SPC OK S     -   210,540.      430,180.      MT  (+/- 180 meters Scaled)
 FK0426
 FK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD212974(NAD 83)
 FK0426
 FK0426                          SUPERSEDED SURVEY CONTROL
 FK0426
 FK0426  NGVD 29 (??/??/92)  628.053  (m)         2060.54   (f) ADJ UNCH    1 2
 FK0426
 FK0426.Superseded values are not recommended for survey control.
 FK0426
 FK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0426.See file dsdata.pdf to determine how the superseded data were derived.
 FK0426
 FK0426_MARKER: DB = BENCH MARK DISK
 FK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0426_STAMPING: L 176 1953
 FK0426_MARK LOGO: CGS
 FK0426_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0426+STABILITY: SURFACE MOTION
 FK0426
 FK0426  HISTORY     - Date     Condition        Report By
 FK0426  HISTORY     - 1953     MONUMENTED       CGS
 FK0426
 FK0426                          STATION DESCRIPTION
 FK0426
 FK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0426'AT ERICK.
 FK0426'AT ERICK, 181 FEET WEST OF THE NORTHWEST CORNER OF THE CHICAGO,
 FK0426'ROCK ISLAND AND PACIFIC RAILROAD STATION, 51 FEET SOUTHEAST OF
 FK0426'MILEPOST 641, 25 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 FK0426'33 FEET WEST OF THE CENTER LINE OF MAIN STREET, 33 FEET SOUTH
 FK0426'OF THE CENTER LINE OF A DIRT STREET LEADING WEST, 9.6 FEET
 FK0426'NORTHWEST OF THE NORTHWEST CORNER OF THE BASE OF A SIGNAL LIGHT,
 FK0426'21 FEET NORTHEAST OF A SIGNAL TRANSFORMER, 2.6 FEET EAST OF A
 FK0426'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0426'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0230 ***********************************************************************
 EM0230  DESIGNATION -  L 177
 EM0230  PID         -  EM0230
 EM0230  STATE/COUNTY-  OK/JACKSON
 EM0230  COUNTRY     -  US
 EM0230  USGS QUAD   -  ALTUS (2018)
 EM0230
 EM0230                         *CURRENT SURVEY CONTROL
 EM0230  ______________________________________________________________________
 EM0230* NAD 83(1986) POSITION- 34 38 38.     (N) 099 16 58.     (W)   SCALED
 EM0230* NAVD 88 ORTHO HEIGHT -   410.042 (meters)     1345.28  (feet) ADJUSTED
 EM0230  ______________________________________________________________________
 EM0230  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EM0230  DYNAMIC HEIGHT  -        409.606 (meters)     1343.85  (feet) COMP
 EM0230  MODELED GRAVITY -    979,560.2   (mgal)                       NAVD 88
 EM0230
 EM0230  VERT ORDER      -  FIRST     CLASS II
 EM0230
 EM0230.The horizontal coordinates were scaled from a map and have
 EM0230.an estimated accuracy of +/- 6 seconds.
 EM0230
 EM0230.The orthometric height was determined by differential leveling and
 EM0230.adjusted by the NATIONAL GEODETIC SURVEY
 EM0230.in June 1991.
 EM0230
 EM0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0230.GEOID18 height accuracy estimate available here.
 EM0230
 EM0230.Click photographs - Photos may exist for this station.
 EM0230
 EM0230.The dynamic height is computed by dividing the NAVD 88
 EM0230.geopotential number by the normal gravity value computed on the
 EM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0230.degrees latitude (g = 980.6199 gals.).
 EM0230
 EM0230.The modeled gravity was interpolated from observed gravity values.
 EM0230
 EM0230;                    North         East    Units  Estimated Accuracy
 EM0230;SPC OK S     -   146,120.      482,400.      MT  (+/- 180 meters Scaled)
 EM0230
 EM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD740335(NAD 83)
 EM0230
 EM0230                          SUPERSEDED SURVEY CONTROL
 EM0230
 EM0230  NGVD 29 (??/??/92)  409.856  (m)         1344.67   (f) ADJ UNCH    1 2
 EM0230
 EM0230.Superseded values are not recommended for survey control.
 EM0230
 EM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0230.See file dsdata.pdf to determine how the superseded data were derived.
 EM0230
 EM0230_MARKER: DB = BENCH MARK DISK
 EM0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0230_SP_SET: CULVERT HEADWALL
 EM0230_STAMPING: L 177 1956
 EM0230_MARK LOGO: CGS
 EM0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0230+STABILITY: SURFACE MOTION
 EM0230
 EM0230  HISTORY     - Date     Condition        Report By
 EM0230  HISTORY     - 1956     MONUMENTED       CGS
 EM0230  HISTORY     - 1963     GOOD             CGS
 EM0230
 EM0230                          STATION DESCRIPTION
 EM0230
 EM0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0230'3.0 MI E FROM ALTUS.
 EM0230'3.0 MILES EAST ON ALTUS A.F.B. FROM THE MAIN ENTRANCE AND GUARD GATE
 EM0230'TO THE ALTUS A.F.B., GO EAST TO TRAFFIC CIRCLE AND TAKE THE FIRST ROAD
 EM0230'TO THE RIGHT AND GO SOUTHEAST ON FIRST STREET FOR 0.7 MILE TO CULVERT
 EM0230'AND THE MARK IN THE SOUTH HEADWALL. A STANDARD DISK, STAMPED L 177
 EM0230'1956 SET IN A DRILL HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0103 ***********************************************************************
 GH0103  DESIGNATION -  L 18
 GH0103  PID         -  GH0103
 GH0103  STATE/COUNTY-  OK/CREEK
 GH0103  COUNTRY     -  US
 GH0103  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0103
 GH0103                         *CURRENT SURVEY CONTROL
 GH0103  ______________________________________________________________________
 GH0103* NAD 83(1986) POSITION- 36 00 16.     (N) 096 06 03.     (W)   SCALED
 GH0103* NAVD 88 ORTHO HEIGHT -   221.433 (meters)      726.48  (feet) ADJUSTED
 GH0103  ______________________________________________________________________
 GH0103  GEOID HEIGHT    -        -28.729 (meters)                     GEOID18
 GH0103  DYNAMIC HEIGHT  -        221.238 (meters)      725.85  (feet) COMP
 GH0103  MODELED GRAVITY -    979,748.5   (mgal)                       NAVD 88
 GH0103
 GH0103  VERT ORDER      -  FIRST     CLASS II
 GH0103
 GH0103.The horizontal coordinates were scaled from a map and have
 GH0103.an estimated accuracy of +/- 6 seconds.
 GH0103
 GH0103.The orthometric height was determined by differential leveling and
 GH0103.adjusted by the NATIONAL GEODETIC SURVEY
 GH0103.in June 1991.
 GH0103
 GH0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0103.GEOID18 height accuracy estimate available here.
 GH0103
 GH0103.Click photographs - Photos may exist for this station.
 GH0103
 GH0103.The dynamic height is computed by dividing the NAVD 88
 GH0103.geopotential number by the normal gravity value computed on the
 GH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0103.degrees latitude (g = 980.6199 gals.).
 GH0103
 GH0103.The modeled gravity was interpolated from observed gravity values.
 GH0103
 GH0103;                    North         East    Units  Estimated Accuracy
 GH0103;SPC OK N     -   113,120.      771,210.      MT  (+/- 180 meters Scaled)
 GH0103
 GH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE613883(NAD 83)
 GH0103
 GH0103                          SUPERSEDED SURVEY CONTROL
 GH0103
 GH0103  NGVD 29 (??/??/92)  221.321  (m)          726.12   (f) ADJ UNCH    1 2
 GH0103
 GH0103.Superseded values are not recommended for survey control.
 GH0103
 GH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0103.See file dsdata.pdf to determine how the superseded data were derived.
 GH0103
 GH0103_MARKER: DB = BENCH MARK DISK
 GH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0103_STAMPING: L 18 1933
 GH0103_MARK LOGO: CGS
 GH0103_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0103+STABILITY: SURFACE MOTION
 GH0103
 GH0103  HISTORY     - Date     Condition        Report By
 GH0103  HISTORY     - 1933     MONUMENTED       CGS
 GH0103  HISTORY     - 1955     MARK NOT FOUND   USGS
 GH0103
 GH0103                          STATION DESCRIPTION
 GH0103
 GH0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0103'0.3 MI N FROM SAPULPA.
 GH0103'ABOUT 0.3 MILE NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0103'RAILWAY FROM THE STATION AT SAPULPA, CREEK COUNTY, AT A ROAD
 GH0103'CROSSING, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 GH0103'34.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK.
 GH0103'A STANDARD DISK STAMPED L 18 1933 AND SET IN THE TOP OF A
 GH0103'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GH0103
 GH0103                          STATION RECOVERY (1955)
 GH0103
 GH0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GH0103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0522 ***********************************************************************
 GH0522  DESIGNATION -  L 180
 GH0522  PID         -  GH0522
 GH0522  STATE/COUNTY-  OK/GRANT
 GH0522  COUNTRY     -  US
 GH0522  USGS QUAD   -  WAKITA (2018)
 GH0522
 GH0522                         *CURRENT SURVEY CONTROL
 GH0522  ______________________________________________________________________
 GH0522* NAD 83(1986) POSITION- 36 53 34.     (N) 097 55 48.     (W)   SCALED
 GH0522* NAVD 88 ORTHO HEIGHT -   352.397 (meters)     1156.16  (feet) ADJUSTED
 GH0522  ______________________________________________________________________
 GH0522  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 GH0522  DYNAMIC HEIGHT  -        352.107 (meters)     1155.20  (feet) COMP
 GH0522  MODELED GRAVITY -    979,796.4   (mgal)                       NAVD 88
 GH0522
 GH0522  VERT ORDER      -  FIRST     CLASS II
 GH0522
 GH0522.The horizontal coordinates were scaled from a map and have
 GH0522.an estimated accuracy of +/- 6 seconds.
 GH0522
 GH0522.The orthometric height was determined by differential leveling and
 GH0522.adjusted by the NATIONAL GEODETIC SURVEY
 GH0522.in June 1991.
 GH0522
 GH0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0522.GEOID18 height accuracy estimate available here.
 GH0522
 GH0522.Click photographs - Photos may exist for this station.
 GH0522
 GH0522.The dynamic height is computed by dividing the NAVD 88
 GH0522.geopotential number by the normal gravity value computed on the
 GH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0522.degrees latitude (g = 980.6199 gals.).
 GH0522
 GH0522.The modeled gravity was interpolated from observed gravity values.
 GH0522
 GH0522;                    North         East    Units  Estimated Accuracy
 GH0522;SPC OK N     -   210,020.      606,240.      MT  (+/- 180 meters Scaled)
 GH0522
 GH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF953835(NAD 83)
 GH0522
 GH0522                          SUPERSEDED SURVEY CONTROL
 GH0522
 GH0522  NGVD 29 (??/??/92)  352.288  (m)         1155.80   (f) ADJ UNCH    1 2
 GH0522
 GH0522.Superseded values are not recommended for survey control.
 GH0522
 GH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0522.See file dsdata.pdf to determine how the superseded data were derived.
 GH0522
 GH0522_MARKER: DB = BENCH MARK DISK
 GH0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0522_STAMPING: L 180 1953
 GH0522_MARK LOGO: CGS
 GH0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0522+STABILITY: SURFACE MOTION
 GH0522
 GH0522  HISTORY     - Date     Condition        Report By
 GH0522  HISTORY     - 1953     MONUMENTED       CGS
 GH0522  HISTORY     - 1985     GOOD             NGS
 GH0522
 GH0522                          STATION DESCRIPTION
 GH0522
 GH0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0522'0.7 MI NW FROM WAKITA.
 GH0522'0.7 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0522'RAILROAD FROM THE STATION AT WAKITA, 2 POLES NORTHWEST OF A ROAD
 GH0522'CROSSING, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13.5 FEET
 GH0522'SOUTHWEST OF MILEPOST 90, 2 FEET NORTHEAST OF A FENCE, 2.5 FEET
 GH0522'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0522'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0522
 GH0522                          STATION RECOVERY (1985)
 GH0522
 GH0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0497 ***********************************************************************
 GH0497  DESIGNATION -  L 181
 GH0497  PID         -  GH0497
 GH0497  STATE/COUNTY-  OK/GRANT
 GH0497  COUNTRY     -  US
 GH0497  USGS QUAD   -  POND CREEK (2018)
 GH0497
 GH0497                         *CURRENT SURVEY CONTROL
 GH0497  ______________________________________________________________________
 GH0497* NAD 83(1986) POSITION- 36 44 24.     (N) 097 46 36.     (W)   SCALED
 GH0497* NAVD 88 ORTHO HEIGHT -   326.251 (meters)     1070.38  (feet) ADJUSTED
 GH0497  ______________________________________________________________________
 GH0497  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 GH0497  DYNAMIC HEIGHT  -        325.978 (meters)     1069.48  (feet) COMP
 GH0497  MODELED GRAVITY -    979,783.7   (mgal)                       NAVD 88
 GH0497
 GH0497  VERT ORDER      -  FIRST     CLASS II
 GH0497
 GH0497.The horizontal coordinates were scaled from a map and have
 GH0497.an estimated accuracy of +/- 6 seconds.
 GH0497
 GH0497.The orthometric height was determined by differential leveling and
 GH0497.adjusted by the NATIONAL GEODETIC SURVEY
 GH0497.in June 1991.
 GH0497
 GH0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0497.GEOID18 height accuracy estimate available here.
 GH0497
 GH0497.Click photographs - Photos may exist for this station.
 GH0497
 GH0497.The dynamic height is computed by dividing the NAVD 88
 GH0497.geopotential number by the normal gravity value computed on the
 GH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0497.degrees latitude (g = 980.6199 gals.).
 GH0497
 GH0497.The modeled gravity was interpolated from observed gravity values.
 GH0497
 GH0497;                    North         East    Units  Estimated Accuracy
 GH0497;SPC OK N     -   193,090.      619,950.      MT  (+/- 180 meters Scaled)
 GH0497
 GH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF092667(NAD 83)
 GH0497
 GH0497                          SUPERSEDED SURVEY CONTROL
 GH0497
 GH0497  NGVD 29 (??/??/92)  326.121  (m)         1069.95   (f) SUPERSEDED  1 2
 GH0497  NGVD 29 (04/22/92)  326.108  (m)         1069.91   (f) ADJUSTED    1 2
 GH0497
 GH0497.Superseded values are not recommended for survey control.
 GH0497
 GH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0497.See file dsdata.pdf to determine how the superseded data were derived.
 GH0497
 GH0497_MARKER: DB = BENCH MARK DISK
 GH0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0497_STAMPING: L 181 1953
 GH0497_MARK LOGO: CGS
 GH0497_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0497+STABILITY: SURFACE MOTION
 GH0497
 GH0497  HISTORY     - Date     Condition        Report By
 GH0497  HISTORY     - 1953     MONUMENTED       CGS
 GH0497  HISTORY     - 1985     GOOD             NGS
 GH0497
 GH0497                          STATION DESCRIPTION
 GH0497
 GH0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0497'1.4 MI NE FROM JEFFERSON.
 GH0497'1.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0497'RAILROAD FROM THE STATION AT JEFFERSON, 110 FEET SOUTHEAST OF THE
 GH0497'CENTER LINE OF U.S. HIGHWAY 81, 39 FEET NORTHWEST OF THE
 GH0497'NORTHWEST RAIL, 15 FEET SOUTHWEST OF THE 2ND POLE SOUTHWEST OF
 GH0497'MILEPOST 317, 4 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 GH0497'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0497
 GH0497                          STATION RECOVERY (1985)
 GH0497
 GH0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0497'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.8 KM (5.45
 GH0497'MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0497'ROUTE 11 AT MEDFORD, ALSO 0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60
 GH0497'FROM THE POST OFFICE IN PONDCREEK, THENCE 9.0 KM (5.6 MI) NORTH ALONG
 GH0497'US HIGHWAY 81, AT THE SECOND POLE SOUTHWEST OF RAILROAD MILEPOLE 317,
 GH0497'33.5 METERS (110 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 11.9 METERS
 GH0497'(39 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE CHICAGO AND ROCK ISLAND
 GH0497'RAILROAD AND 4.6 METERS (15 FT) SOUTHWEST OF A POWER POLE.
 GH0497'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0497'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0424 ***********************************************************************
 GH0424  DESIGNATION -  L 182
 GH0424  PID         -  GH0424
 GH0424  STATE/COUNTY-  OK/GARFIELD
 GH0424  COUNTRY     -  US
 GH0424  USGS QUAD   -  ENID EAST (2018)
 GH0424
 GH0424                         *CURRENT SURVEY CONTROL
 GH0424  ______________________________________________________________________
 GH0424* NAD 83(1986) POSITION- 36 26 56.46   (N) 097 51 32.67   (W)   HD_HELD1
 GH0424* NAVD 88 ORTHO HEIGHT -   382.974 (meters)     1256.47  (feet) ADJUSTED
 GH0424  ______________________________________________________________________
 GH0424  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 GH0424  DYNAMIC HEIGHT  -        382.639 (meters)     1255.37  (feet) COMP
 GH0424  MODELED GRAVITY -    979,747.0   (mgal)                       NAVD 88
 GH0424
 GH0424  VERT ORDER      -  FIRST     CLASS II
 GH0424
 GH0424.The horizontal coordinates were determined by differentially corrected
 GH0424.hand held GPS observations or other comparable positioning techniques
 GH0424.and have an estimated accuracy of +/- 3 meters.
 GH0424
 GH0424.The orthometric height was determined by differential leveling and
 GH0424.adjusted by the NATIONAL GEODETIC SURVEY
 GH0424.in June 1991.
 GH0424
 GH0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0424.GEOID18 height accuracy estimate available here.
 GH0424
 GH0424.Click photographs - Photos may exist for this station.
 GH0424
 GH0424.The dynamic height is computed by dividing the NAVD 88
 GH0424.geopotential number by the normal gravity value computed on the
 GH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0424.degrees latitude (g = 980.6199 gals.).
 GH0424
 GH0424.The modeled gravity was interpolated from observed gravity values.
 GH0424
 GH0424;                    North         East    Units  Estimated Accuracy
 GH0424;SPC OK N     -   160,783.5     612,633.4     MT  (+/- 3 meters HH1 GPS) 
 GH0424
 GH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0224434357(NAD 83)
 GH0424
 GH0424                          SUPERSEDED SURVEY CONTROL
 GH0424
 GH0424  NGVD 29 (??/??/92)  382.813  (m)         1255.95   (f) SUPERSEDED  1 2
 GH0424  NGVD 29 (04/22/92)  382.802  (m)         1255.91   (f) ADJUSTED    1 2
 GH0424
 GH0424.Superseded values are not recommended for survey control.
 GH0424
 GH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0424.See file dsdata.pdf to determine how the superseded data were derived.
 GH0424
 GH0424_MARKER: DB = BENCH MARK DISK
 GH0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0424_STAMPING: L 182 1953
 GH0424_MARK LOGO: CGS
 GH0424_PROJECTION: FLUSH
 GH0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0424+STABILITY: SURFACE MOTION
 GH0424
 GH0424  HISTORY     - Date     Condition        Report By
 GH0424  HISTORY     - 1953     MONUMENTED       CGS
 GH0424  HISTORY     - 1985     GOOD             NGS
 GH0424
 GH0424                          STATION DESCRIPTION
 GH0424
 GH0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0424'4.3 MI N FROM ENID.
 GH0424'4.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0424'RAILROAD FROM THE STATION AT ENID, AT A ROAD CROSSING, 45 FEET
 GH0424'NORTH OF THE CENTER LINE OF A ROAD, 45 FEET EAST OF THE EAST
 GH0424'RAIL, 31 FEET SOUTH OF THE 1ST TELEPHONE POLE NORTH OF A ROAD
 GH0424'CROSSING, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 GH0424'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GH0424'ABOVE THE GROUND.
 GH0424
 GH0424                          STATION RECOVERY (1985)
 GH0424
 GH0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0424'RECOVERED IN GOOD CONDITION.  NEW DESCRIPOTION FOLLOWS.  0.96 KM (0.6
 GH0424'MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE IN ENID,
 GH0424'THENCE 6.8 KM (4.2 MI) NORTH ALONG US HIGHWAY 81, THENCE 1.3 KM (0.8
 GH0424'MI) EAST ALONG PHILLIPS ROAD, AT THE CROSSING OF THE OKLAHOMA, KANSAS
 GH0424'AND THE TEXAS RAILROAD, 13.7 METERS (45 FT) NORTH OF THE CENTER OF THE
 GH0424'ROAD, 13.7 METERS (45 FT) EAST OF THE EAST RAIL AND 0.6 METER (2 FT)
 GH0424'WEST OF A FENCE.
 GH0424'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 GH0424'THE MARK IS 0.6 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0390 ***********************************************************************
 GH0390  DESIGNATION -  L 183
 GH0390  PID         -  GH0390
 GH0390  STATE/COUNTY-  OK/GARFIELD
 GH0390  COUNTRY     -  US
 GH0390  USGS QUAD   -  BISON (2018)
 GH0390
 GH0390                         *CURRENT SURVEY CONTROL
 GH0390  ______________________________________________________________________
 GH0390* NAD 83(1986) POSITION- 36 13 04.     (N) 097 53 13.     (W)   SCALED
 GH0390* NAVD 88 ORTHO HEIGHT -   368.217 (meters)     1208.06  (feet) ADJUSTED
 GH0390  ______________________________________________________________________
 GH0390  GEOID HEIGHT    -        -27.623 (meters)                     GEOID18
 GH0390  DYNAMIC HEIGHT  -        367.889 (meters)     1206.98  (feet) COMP
 GH0390  MODELED GRAVITY -    979,730.1   (mgal)                       NAVD 88
 GH0390
 GH0390  VERT ORDER      -  FIRST     CLASS II
 GH0390
 GH0390.The horizontal coordinates were scaled from a map and have
 GH0390.an estimated accuracy of +/- 6 seconds.
 GH0390
 GH0390.The orthometric height was determined by differential leveling and
 GH0390.adjusted by the NATIONAL GEODETIC SURVEY
 GH0390.in June 1991.
 GH0390
 GH0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0390.GEOID18 height accuracy estimate available here.
 GH0390
 GH0390.Click photographs - Photos may exist for this station.
 GH0390
 GH0390.The dynamic height is computed by dividing the NAVD 88
 GH0390.geopotential number by the normal gravity value computed on the
 GH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0390.degrees latitude (g = 980.6199 gals.).
 GH0390
 GH0390.The modeled gravity was interpolated from observed gravity values.
 GH0390
 GH0390;                    North         East    Units  Estimated Accuracy
 GH0390;SPC OK N     -   135,120.      610,170.      MT  (+/- 180 meters Scaled)
 GH0390
 GH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF000086(NAD 83)
 GH0390
 GH0390                          SUPERSEDED SURVEY CONTROL
 GH0390
 GH0390  NGVD 29 (??/??/92)  368.089  (m)         1207.64   (f) SUPERSEDED  1 2
 GH0390  NGVD 29 (04/22/92)  368.040  (m)         1207.48   (f) ADJUSTED    1 2
 GH0390
 GH0390.Superseded values are not recommended for survey control.
 GH0390
 GH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0390.See file dsdata.pdf to determine how the superseded data were derived.
 GH0390
 GH0390_MARKER: DB = BENCH MARK DISK
 GH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0390_STAMPING: L 183 1953
 GH0390_MARK LOGO: CGS
 GH0390_PROJECTION: PROJECTING 30 CENTIMETERS
 GH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0390+STABILITY: SURFACE MOTION
 GH0390
 GH0390  HISTORY     - Date     Condition        Report By
 GH0390  HISTORY     - 1953     MONUMENTED       CGS
 GH0390  HISTORY     - 1985     GOOD             NGS
 GH0390
 GH0390                          STATION DESCRIPTION
 GH0390
 GH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0390'1.5 MI N FROM BISON.
 GH0390'1.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0390'RAILROAD FROM THE STATION AT BISON, AT A ROAD CROSSING, 2 POLES
 GH0390'NORTH OF MILEPOST 354, 80 FEET NORTH OF THE CENTER LINE OF AN
 GH0390'EAST AND WEST ROAD, 89 FEET WEST OF THE CENTER LINE OF U.S.
 GH0390'HIGHWAY 81, 7 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH
 GH0390'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0390'0.4 FOOT ABOVE THE GROUND. 43 FEET EAST OF THE EAST RAIL.
 GH0390
 GH0390                          STATION RECOVERY (1985)
 GH0390
 GH0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0390'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.44 KM (1.52
 GH0390'MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF MAIN STREET AT
 GH0390'BISON, IN THE NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION
 GH0390'LINE ROAD, 27.1 METERS (89 FT) WEST OF THE SOUTH BOUND LANES, 24.4
 GH0390'METERS (80 FT) NORTH OF THE CENTER OF THE ROAD AND 13.1 METERS (43 FT)
 GH0390'EAST OF THE EAST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0390'RAILROAD.
 GH0390'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 GH0390'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0360 ***********************************************************************
 GH0360  DESIGNATION -  L 184
 GH0360  PID         -  GH0360
 GH0360  STATE/COUNTY-  OK/KINGFISHER
 GH0360  COUNTRY     -  US
 GH0360  USGS QUAD   -  HENNESSEY (2018)
 GH0360
 GH0360                         *CURRENT SURVEY CONTROL
 GH0360  ______________________________________________________________________
 GH0360* NAD 83(1986) POSITION- 36 00 54.     (N) 097 54 40.     (W)   SCALED
 GH0360* NAVD 88 ORTHO HEIGHT -   333.508 (meters)     1094.18  (feet) ADJUSTED
 GH0360  ______________________________________________________________________
 GH0360  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 GH0360  DYNAMIC HEIGHT  -        333.207 (meters)     1093.20  (feet) COMP
 GH0360  MODELED GRAVITY -    979,720.2   (mgal)                       NAVD 88
 GH0360
 GH0360  VERT ORDER      -  FIRST     CLASS II
 GH0360
 GH0360.The horizontal coordinates were scaled from a map and have
 GH0360.an estimated accuracy of +/- 6 seconds.
 GH0360
 GH0360.The orthometric height was determined by differential leveling and
 GH0360.adjusted by the NATIONAL GEODETIC SURVEY
 GH0360.in June 1991.
 GH0360
 GH0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0360.GEOID18 height accuracy estimate available here.
 GH0360
 GH0360.Click photographs - Photos may exist for this station.
 GH0360
 GH0360.The dynamic height is computed by dividing the NAVD 88
 GH0360.geopotential number by the normal gravity value computed on the
 GH0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0360.degrees latitude (g = 980.6199 gals.).
 GH0360
 GH0360.The modeled gravity was interpolated from observed gravity values.
 GH0360
 GH0360;                    North         East    Units  Estimated Accuracy
 GH0360;SPC OK N     -   112,620.      608,010.      MT  (+/- 180 meters Scaled)
 GH0360
 GH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE981861(NAD 83)
 GH0360
 GH0360                          SUPERSEDED SURVEY CONTROL
 GH0360
 GH0360  NGVD 29 (??/??/92)  333.378  (m)         1093.76   (f) ADJ UNCH    1 2
 GH0360
 GH0360.Superseded values are not recommended for survey control.
 GH0360
 GH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0360.See file dsdata.pdf to determine how the superseded data were derived.
 GH0360
 GH0360_MARKER: DB = BENCH MARK DISK
 GH0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0360_STAMPING: L 184 1953
 GH0360_MARK LOGO: CGS
 GH0360_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0360+STABILITY: SURFACE MOTION
 GH0360
 GH0360  HISTORY     - Date     Condition        Report By
 GH0360  HISTORY     - 1953     MONUMENTED       CGS
 GH0360  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0360  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0360
 GH0360                          STATION DESCRIPTION
 GH0360
 GH0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0360'2.5 MI N FROM DOVER.
 GH0360'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0360'FROM THE STATION AT DOVER, AT A ROAD CROSSING, 44 FEET SOUTH
 GH0360'OF THE CENTER LINE OF A ROAD, 33 FEET WEST OF THE WEST RAIL,
 GH0360'14 FEET EAST OF A FENCE, 4 FEET SOUTH OF THE 1ST POLE NORTH OF
 GH0360'MILEPOST 368, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 GH0360'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0360
 GH0360                          STATION RECOVERY (1979)
 GH0360
 GH0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0360'MARK NOT FOUND.
 GH0360
 GH0360                          STATION RECOVERY (1985)
 GH0360
 GH0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0360'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN
 GH0360'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0568 ***********************************************************************
 FJ0568  DESIGNATION -  L 185
 FJ0568  PID         -  FJ0568
 FJ0568  STATE/COUNTY-  OK/KINGFISHER
 FJ0568  COUNTRY     -  US
 FJ0568  USGS QUAD   -  KINGFISHER (2018)
 FJ0568
 FJ0568                         *CURRENT SURVEY CONTROL
 FJ0568  ______________________________________________________________________
 FJ0568* NAD 83(1986) POSITION- 35 51 13.     (N) 097 55 43.     (W)   SCALED
 FJ0568* NAVD 88 ORTHO HEIGHT -   322.203 (meters)     1057.09  (feet) ADJUSTED
 FJ0568  ______________________________________________________________________
 FJ0568  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 FJ0568  DYNAMIC HEIGHT  -        321.909 (meters)     1056.13  (feet) COMP
 FJ0568  MODELED GRAVITY -    979,710.9   (mgal)                       NAVD 88
 FJ0568
 FJ0568  VERT ORDER      -  FIRST     CLASS II
 FJ0568
 FJ0568.The horizontal coordinates were scaled from a map and have
 FJ0568.an estimated accuracy of +/- 6 seconds.
 FJ0568
 FJ0568.The orthometric height was determined by differential leveling and
 FJ0568.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0568.in June 1991.
 FJ0568
 FJ0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0568.GEOID18 height accuracy estimate available here.
 FJ0568
 FJ0568.Click photographs - Photos may exist for this station.
 FJ0568
 FJ0568.The dynamic height is computed by dividing the NAVD 88
 FJ0568.geopotential number by the normal gravity value computed on the
 FJ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0568.degrees latitude (g = 980.6199 gals.).
 FJ0568
 FJ0568.The modeled gravity was interpolated from observed gravity values.
 FJ0568
 FJ0568;                    North         East    Units  Estimated Accuracy
 FJ0568;SPC OK N     -    94,710.      606,450.      MT  (+/- 180 meters Scaled)
 FJ0568
 FJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE967682(NAD 83)
 FJ0568
 FJ0568                          SUPERSEDED SURVEY CONTROL
 FJ0568
 FJ0568  NGVD 29 (??/??/92)  322.072  (m)         1056.66   (f) ADJ UNCH    1 2
 FJ0568
 FJ0568.Superseded values are not recommended for survey control.
 FJ0568
 FJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0568.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0568
 FJ0568_MARKER: DB = BENCH MARK DISK
 FJ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0568_STAMPING: L 185 1953
 FJ0568_MARK LOGO: CGS
 FJ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0568+STABILITY: SURFACE MOTION
 FJ0568
 FJ0568  HISTORY     - Date     Condition        Report By
 FJ0568  HISTORY     - 1953     MONUMENTED       CGS
 FJ0568  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0568  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0568
 FJ0568                          STATION DESCRIPTION
 FJ0568
 FJ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0568'0.5 MI S FROM KINGFISHER.
 FJ0568'0.5 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0568'RAILROAD FROM THE STATION AT KINGFISHER, 61 FEET SOUTH OF THE
 FJ0568'SOUTHWEST CORNER OF A TOOL HOUSE, 28.3 FEET WEST OF THE WEST
 FJ0568'RAIL, 26 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 FJ0568'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FJ0568'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0568
 FJ0568                          STATION RECOVERY (1971)
 FJ0568
 FJ0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0568'MARK NOT FOUND.
 FJ0568
 FJ0568                          STATION RECOVERY (1985)
 FJ0568
 FJ0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0568'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0121 ***********************************************************************
 FK0121  DESIGNATION -  L 186
 FK0121  PID         -  FK0121
 FK0121  STATE/COUNTY-  OK/CANADIAN
 FK0121  COUNTRY     -  US
 FK0121  USGS QUAD   -  COGAR NE (2018)
 FK0121
 FK0121                         *CURRENT SURVEY CONTROL
 FK0121  ______________________________________________________________________
 FK0121* NAD 83(1986) POSITION- 35 29 37.03   (N) 098 01 32.81   (W)   HD_HELD1
 FK0121* NAVD 88 ORTHO HEIGHT -   435.260 (meters)     1428.02  (feet) ADJUSTED
 FK0121  ______________________________________________________________________
 FK0121  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 FK0121  DYNAMIC HEIGHT  -        434.833 (meters)     1426.61  (feet) COMP
 FK0121  MODELED GRAVITY -    979,641.2   (mgal)                       NAVD 88
 FK0121
 FK0121  VERT ORDER      -  FIRST     CLASS II
 FK0121
 FK0121.The horizontal coordinates were determined by differentially corrected
 FK0121.hand held GPS observations or other comparable positioning techniques
 FK0121.and have an estimated accuracy of +/- 3 meters.
 FK0121
 FK0121.The orthometric height was determined by differential leveling and
 FK0121.adjusted by the NATIONAL GEODETIC SURVEY
 FK0121.in June 1991.
 FK0121
 FK0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0121.GEOID18 height accuracy estimate available here.
 FK0121
 FK0121.Click photographs - Photos may exist for this station.
 FK0121
 FK0121.The dynamic height is computed by dividing the NAVD 88
 FK0121.geopotential number by the normal gravity value computed on the
 FK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0121.degrees latitude (g = 980.6199 gals.).
 FK0121
 FK0121.The modeled gravity was interpolated from observed gravity values.
 FK0121
 FK0121;                    North         East    Units  Estimated Accuracy
 FK0121;SPC OK N     -    54,769.2     597,660.7     MT  (+/- 3 meters HH1 GPS) 
 FK0121
 FK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8836328222(NAD 83)
 FK0121
 FK0121                          SUPERSEDED SURVEY CONTROL
 FK0121
 FK0121  NGVD 29 (??/??/92)  435.076  (m)         1427.41   (f) ADJ UNCH    1 2
 FK0121
 FK0121.Superseded values are not recommended for survey control.
 FK0121
 FK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0121.See file dsdata.pdf to determine how the superseded data were derived.
 FK0121
 FK0121_MARKER: DB = BENCH MARK DISK
 FK0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0121_STAMPING: L 186 1953
 FK0121_MARK LOGO: CGS
 FK0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0121+STABILITY: SURFACE MOTION
 FK0121
 FK0121  HISTORY     - Date     Condition        Report By
 FK0121  HISTORY     - 1953     MONUMENTED       CGS
 FK0121
 FK0121                          STATION DESCRIPTION
 FK0121
 FK0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0121'7 MI SW FROM EL RENO.
 FK0121'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0121'RAILROAD FROM THE STATION AT EL RENO, THENCE 4.3 MILES WEST
 FK0121'ALONG A GRADED DIRT ROAD, 33 FEET NORTH OF THE CENTER LINE OF AN
 FK0121'EAST AND WEST ROAD, 37 FEET WEST OF THE CENTER LINE OF A NORTH
 FK0121'AND SOUTH ROAD, 4 FEET NORTHWEST OF A TELEPHONE POLE, 5 FEET
 FK0121'SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST, SET
 FK0121'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FK0121'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0524 ***********************************************************************
 FJ0524  DESIGNATION -  L 188
 FJ0524  PID         -  FJ0524
 FJ0524  STATE/COUNTY-  OK/GRADY
 FJ0524  COUNTRY     -  US
 FJ0524  USGS QUAD   -  TABLER (2018)
 FJ0524
 FJ0524                         *CURRENT SURVEY CONTROL
 FJ0524  ______________________________________________________________________
 FJ0524* NAD 83(1986) POSITION- 35 01 37.     (N) 097 51 52.     (W)   SCALED
 FJ0524* NAVD 88 ORTHO HEIGHT -   326.182 (meters)     1070.15  (feet) ADJUSTED
 FJ0524  ______________________________________________________________________
 FJ0524  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 FJ0524  DYNAMIC HEIGHT  -        325.861 (meters)     1069.10  (feet) COMP
 FJ0524  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 FJ0524
 FJ0524  VERT ORDER      -  FIRST     CLASS II
 FJ0524
 FJ0524.The horizontal coordinates were scaled from a map and have
 FJ0524.an estimated accuracy of +/- 6 seconds.
 FJ0524
 FJ0524.The orthometric height was determined by differential leveling and
 FJ0524.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0524.in June 1991.
 FJ0524
 FJ0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0524.GEOID18 height accuracy estimate available here.
 FJ0524
 FJ0524.Click photographs - Photos may exist for this station.
 FJ0524
 FJ0524.The dynamic height is computed by dividing the NAVD 88
 FJ0524.geopotential number by the normal gravity value computed on the
 FJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0524.degrees latitude (g = 980.6199 gals.).
 FJ0524
 FJ0524.The modeled gravity was interpolated from observed gravity values.
 FJ0524
 FJ0524;                    North         East    Units  Estimated Accuracy
 FJ0524;SPC OK S     -   187,870.      612,370.      MT  (+/- 180 meters Scaled)
 FJ0524
 FJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD035766(NAD 83)
 FJ0524
 FJ0524                          SUPERSEDED SURVEY CONTROL
 FJ0524
 FJ0524  NGVD 29 (??/??/92)  326.082  (m)         1069.82   (f) ADJ UNCH    1 2
 FJ0524
 FJ0524.Superseded values are not recommended for survey control.
 FJ0524
 FJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0524.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0524
 FJ0524_MARKER: DB = BENCH MARK DISK
 FJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0524_STAMPING: L 188 1953
 FJ0524_MARK LOGO: CGS
 FJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0524+STABILITY: SURFACE MOTION
 FJ0524
 FJ0524  HISTORY     - Date     Condition        Report By
 FJ0524  HISTORY     - 1953     MONUMENTED       CGS
 FJ0524
 FJ0524                          STATION DESCRIPTION
 FJ0524
 FJ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0524'5.1 MI SE FROM CHICKASHA.
 FJ0524'4.0 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0524'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, THENCE 1.1
 FJ0524'MILES SOUTH ALONG A DIRT ROAD, 60 FEET NORTH OF THE EXTENDED
 FJ0524'CENTER LINE OF A ROAD LEADING EAST, 21 FEET WEST OF THE CENTER
 FJ0524'LINE OF A ROAD LEADING NORTH, 21 FEET NORTH OF THE CENTER LINE
 FJ0524'OF A PRIVATE ROAD LEADING WEST, 24 FEET SOUTHWEST OF THE SOUTHWEST
 FJ0524'CORNER OF A SMALL WOODEN BRIDGE, 3 FEET NORTHEAST OF A FENCE
 FJ0524'CORNER, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FJ0524'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0078 ***********************************************************************
 FJ0078  DESIGNATION -  L 19
 FJ0078  PID         -  FJ0078
 FJ0078  STATE/COUNTY-  OK/OKFUSKEE
 FJ0078  COUNTRY     -  US
 FJ0078  USGS QUAD   -  DUSTIN (2018)
 FJ0078
 FJ0078                         *CURRENT SURVEY CONTROL
 FJ0078  ______________________________________________________________________
 FJ0078* NAD 83(1986) POSITION- 35 21 09.     (N) 096 05 14.     (W)   SCALED
 FJ0078* NAVD 88 ORTHO HEIGHT -   223.947 (meters)      734.73  (feet) ADJUSTED
 FJ0078  ______________________________________________________________________
 FJ0078  GEOID HEIGHT    -        -28.949 (meters)                     GEOID18
 FJ0078  DYNAMIC HEIGHT  -        223.734 (meters)      734.03  (feet) COMP
 FJ0078  MODELED GRAVITY -    979,677.3   (mgal)                       NAVD 88
 FJ0078
 FJ0078  VERT ORDER      -  FIRST     CLASS II
 FJ0078
 FJ0078.The horizontal coordinates were scaled from a map and have
 FJ0078.an estimated accuracy of +/- 6 seconds.
 FJ0078
 FJ0078.The orthometric height was determined by differential leveling and
 FJ0078.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0078.in June 1991.
 FJ0078
 FJ0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0078.GEOID18 height accuracy estimate available here.
 FJ0078
 FJ0078.Click photographs - Photos may exist for this station.
 FJ0078
 FJ0078.The dynamic height is computed by dividing the NAVD 88
 FJ0078.geopotential number by the normal gravity value computed on the
 FJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0078.degrees latitude (g = 980.6199 gals.).
 FJ0078
 FJ0078.The modeled gravity was interpolated from observed gravity values.
 FJ0078
 FJ0078;                    North         East    Units  Estimated Accuracy
 FJ0078;SPC OK N     -    40,820.      773,860.      MT  (+/- 180 meters Scaled)
 FJ0078
 FJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE646160(NAD 83)
 FJ0078
 FJ0078                          SUPERSEDED SURVEY CONTROL
 FJ0078
 FJ0078  NGVD 29 (??/??/92)  223.826  (m)          734.34   (f) ADJ UNCH    1 2
 FJ0078
 FJ0078.Superseded values are not recommended for survey control.
 FJ0078
 FJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0078.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0078
 FJ0078_MARKER: DB = BENCH MARK DISK
 FJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0078_STAMPING: L 19 1933
 FJ0078_MARK LOGO: CGS
 FJ0078_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0078+STABILITY: SURFACE MOTION
 FJ0078
 FJ0078  HISTORY     - Date     Condition        Report By
 FJ0078  HISTORY     - 1933     MONUMENTED       CGS
 FJ0078  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0078
 FJ0078                          STATION DESCRIPTION
 FJ0078
 FJ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0078'3.5 MI NE FROM WEELETKA.
 FJ0078'LOCATED 3 1/2 MILES NORTHEAST OF FRISCO STATION IN WEELETKA,
 FJ0078'ON RAILROAD RIGHT OF WAY.  23 YARDS SOUTH OF TELEGRAPH POLE
 FJ0078'MARKED 491-5.  65 FT. EAST OF COUNTY NORTH-SOUTH ROAD THAT CROSSES
 FJ0078'RAILROAD AT ACUTE ANGLE.  34.1 FT. SOUTHEAST OF SOUTH RAIL OF
 FJ0078'TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0078
 FJ0078                          STATION RECOVERY (1964)
 FJ0078
 FJ0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0670 ***********************************************************************
 FJ0670  DESIGNATION -  L 192
 FJ0670  PID         -  FJ0670
 FJ0670  STATE/COUNTY-  OK/CANADIAN
 FJ0670  COUNTRY     -  US
 FJ0670  USGS QUAD   -  MUSTANG (2018)
 FJ0670
 FJ0670                         *CURRENT SURVEY CONTROL
 FJ0670  ______________________________________________________________________
 FJ0670* NAD 83(1986) POSITION- 35 29 52.3    (N) 097 43 58.1    (W)   HD_HELD2
 FJ0670* NAVD 88 ORTHO HEIGHT -   399.713 (meters)     1311.39  (feet) ADJUSTED
 FJ0670  ______________________________________________________________________
 FJ0670  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 FJ0670  DYNAMIC HEIGHT  -        399.327 (meters)     1310.13  (feet) COMP
 FJ0670  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 FJ0670
 FJ0670  VERT ORDER      -  FIRST     CLASS II
 FJ0670
 FJ0670.The horizontal coordinates were established by autonomous hand held GPS
 FJ0670.observations and have an estimated accuracy of +/- 10 meters.
 FJ0670
 FJ0670.The orthometric height was determined by differential leveling and
 FJ0670.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0670.in August 1994.
 FJ0670
 FJ0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0670.GEOID18 height accuracy estimate available here.
 FJ0670
 FJ0670.Click photographs - Photos may exist for this station.
 FJ0670
 FJ0670.The dynamic height is computed by dividing the NAVD 88
 FJ0670.geopotential number by the normal gravity value computed on the
 FJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0670.degrees latitude (g = 980.6199 gals.).
 FJ0670
 FJ0670.The modeled gravity was interpolated from observed gravity values.
 FJ0670
 FJ0670;                    North         East    Units  Estimated Accuracy
 FJ0670;SPC OK N     -    55,273.      624,243.      MT  (+/- 10 meters HH2 GPS)
 FJ0670
 FJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1493128994(NAD 83)
 FJ0670
 FJ0670                          SUPERSEDED SURVEY CONTROL
 FJ0670
 FJ0670  NAVD 88 (??/??/92)  399.751  (m)         1311.52   (f) POSTED      3  
 FJ0670
 FJ0670.Superseded values are not recommended for survey control.
 FJ0670
 FJ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0670.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0670
 FJ0670_MARKER: I = METAL ROD
 FJ0670_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0670+WITH SETTING: INFORMATION.
 FJ0670_STAMPING: L 192 1984
 FJ0670_MARK LOGO: NGS
 FJ0670_PROJECTION: FLUSH
 FJ0670_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0670+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 FJ0670_ROD/PIPE-DEPTH: 2.95 meters
 FJ0670
 FJ0670  HISTORY     - Date     Condition        Report By
 FJ0670  HISTORY     - 1984     MONUMENTED       NGS
 FJ0670  HISTORY     - 1988     GOOD             USPSQD
 FJ0670  HISTORY     - 1989     GOOD             USPSQD
 FJ0670  HISTORY     - 1990     GOOD             USPSQD
 FJ0670  HISTORY     - 19940113 GOOD             NGS
 FJ0670
 FJ0670                          STATION DESCRIPTION
 FJ0670
 FJ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0670'3.0 KM (1.9 MI) SE FROM YUKON.
 FJ0670'THE MARK IS 0.15 M ABOVE BROOKHURST BOULEVARD.
 FJ0670'1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0670'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE
 FJ0670'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0670'BOULEVARD), AT BROOKHURST BOULEVARD LEADING EAST-NORTHEAST,
 FJ0670'11.58 METERS (38.0 FT) EAST-NORTHEAST OF THE CENTER OF HIGHWAY 4,
 FJ0670'16.45 METERS (54.0 FT) NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER
 FJ0670'SP800 A, 7.92 METERS (26.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 FJ0670'BROOKHURST BOULEVARD WESTBOUND LANES, 7.92 METERS (26.0 FT)
 FJ0670'SOUTH-SOUTHEAST OF THE CENTER OF THE BROOKHURST BOULEVARD EASTBOUND
 FJ0670'LANES, AND 0.67 METERS (2.2 FT) EAST-NORTHEAST OF A POWERLINE POLE
 FJ0670'WITH A STREET LIGHT.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH, ROD
 FJ0670'ANCHORED.
 FJ0670'THE MARK IS 0.82 METERS  ENE FROM A WITNESS POST.
 FJ0670
 FJ0670                          STATION RECOVERY (1988)
 FJ0670
 FJ0670'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0670'RECOVERED IN GOOD CONDITION.
 FJ0670
 FJ0670                          STATION RECOVERY (1989)
 FJ0670
 FJ0670'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0670'RECOVERED IN GOOD CONDITION.
 FJ0670
 FJ0670                          STATION RECOVERY (1990)
 FJ0670
 FJ0670'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0670'RECOVERED IN GOOD CONDITION.
 FJ0670
 FJ0670                          STATION RECOVERY (1994)
 FJ0670
 FJ0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0670'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0670'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, THENCE 1.2 KM
 FJ0670'(0.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0670'BOULEVARD), 16.4 M (53.8 FT) NORTHWEST OF UNDERGROUND CABLE JUNCTION
 FJ0670'BOX NUMBER SP800 A, 12.8 M (42.0 FT) EAST-NORTHEAST OF THE HIGHWAY
 FJ0670'CENTER, 10.2 M (33.5 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 FJ0670'EASTBOUND LANES OF BROOKHURST BOULEVARD, 7.9 M (25.9 FT)
 FJ0670'SOUTH-SOUTHEAST OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD,
 FJ0670'0.7 M (2.3 FT) EAST-NORTHEAST OF A UTILITY POLE AND WITNESS POST, AND
 FJ0670'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 FJ0670'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0701 ***********************************************************************
 FJ0701  DESIGNATION -  L 193
 FJ0701  PID         -  FJ0701
 FJ0701  STATE/COUNTY-  OK/OKLAHOMA
 FJ0701  COUNTRY     -  US
 FJ0701  USGS QUAD   -  CHOCTAW (2018)
 FJ0701
 FJ0701                         *CURRENT SURVEY CONTROL
 FJ0701  ______________________________________________________________________
 FJ0701* NAD 83(1986) POSITION- 35 29 35.17   (N) 097 15 45.66   (W)   HD_HELD1
 FJ0701* NAVD 88 ORTHO HEIGHT -   343.832 (meters)     1128.06  (feet) ADJUSTED
 FJ0701  ______________________________________________________________________
 FJ0701  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 FJ0701  DYNAMIC HEIGHT  -        343.505 (meters)     1126.98  (feet) COMP
 FJ0701  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 FJ0701
 FJ0701  VERT ORDER      -  FIRST     CLASS II
 FJ0701
 FJ0701.The horizontal coordinates were determined by differentially corrected
 FJ0701.hand held GPS observations or other comparable positioning techniques
 FJ0701.and have an estimated accuracy of +/- 3 meters.
 FJ0701
 FJ0701.The orthometric height was determined by differential leveling and
 FJ0701.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0701.in August 1994.
 FJ0701
 FJ0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0701.GEOID18 height accuracy estimate available here.
 FJ0701
 FJ0701.Click photographs - Photos may exist for this station.
 FJ0701
 FJ0701.The dynamic height is computed by dividing the NAVD 88
 FJ0701.geopotential number by the normal gravity value computed on the
 FJ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0701.degrees latitude (g = 980.6199 gals.).
 FJ0701
 FJ0701.The modeled gravity was interpolated from observed gravity values.
 FJ0701
 FJ0701;                    North         East    Units  Estimated Accuracy
 FJ0701;SPC OK N     -    54,965.6     666,902.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0701
 FJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5758429115(NAD 83)
 FJ0701
 FJ0701                          SUPERSEDED SURVEY CONTROL
 FJ0701
 FJ0701  NAVD 88 (06/15/91)  343.887  (m)         1128.24   (f) SUPERSEDED  1 2
 FJ0701
 FJ0701.Superseded values are not recommended for survey control.
 FJ0701
 FJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0701.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0701
 FJ0701_MARKER: DV = VERTICAL CONTROL DISK
 FJ0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0701_SP_SET: HIGHWAY BRIDGE WINGWALL
 FJ0701_STAMPING: L 193 1984
 FJ0701_MARK LOGO: NGS
 FJ0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0701
 FJ0701  HISTORY     - Date     Condition        Report By
 FJ0701  HISTORY     - 1984     MONUMENTED       NGS
 FJ0701  HISTORY     - 1988     GOOD             USPSQD
 FJ0701  HISTORY     - 1989     GOOD             USPSQD
 FJ0701  HISTORY     - 1990     GOOD             USPSQD
 FJ0701
 FJ0701                          STATION DESCRIPTION
 FJ0701
 FJ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0701'22.5 KM (13.95 MI) EAST FROM OKLAHOMA CITY.
 FJ0701'22.5 KM (13.95 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0701'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, SET IN THE TOP OF
 FJ0701'THE NORTHWEST END OF THE SOUTHEAST CONCRETE WINGWALL OF THE EAST
 FJ0701'ABUTMENT OF THE HIGHWAY 62 EASTBOUND BRIDGE OVER THE CHICAGO AND ROCK
 FJ0701'ISLAND RAILROAD, AND 5.7 METERS (18.7 FT) SOUTH OF THE CENTERLINE OF
 FJ0701'HIGHWAY 62 EASTBOUND LANES.
 FJ0701'THE MARK IS 0.15 M ABOVE HIGHWAY.
 FJ0701
 FJ0701                          STATION RECOVERY (1988)
 FJ0701
 FJ0701'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0701'RECOVERED IN GOOD CONDITION.
 FJ0701
 FJ0701                          STATION RECOVERY (1989)
 FJ0701
 FJ0701'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0701'RECOVERED IN GOOD CONDITION.
 FJ0701
 FJ0701                          STATION RECOVERY (1990)
 FJ0701
 FJ0701'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0686 ***********************************************************************
 FJ0686  DESIGNATION -  L 194
 FJ0686  PID         -  FJ0686
 FJ0686  STATE/COUNTY-  OK/OKLAHOMA
 FJ0686  COUNTRY     -  US
 FJ0686  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0686
 FJ0686                         *CURRENT SURVEY CONTROL
 FJ0686  ______________________________________________________________________
 FJ0686* NAD 83(1986) POSITION- 35 28 17.     (N) 097 28 03.     (W)   SCALED
 FJ0686* NAVD 88 ORTHO HEIGHT -   364.063 (meters)     1194.43  (feet) ADJUSTED
 FJ0686  ______________________________________________________________________
 FJ0686  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 FJ0686  DYNAMIC HEIGHT  -        363.716 (meters)     1193.29  (feet) COMP
 FJ0686  MODELED GRAVITY -    979,668.9   (mgal)                       NAVD 88
 FJ0686
 FJ0686  VERT ORDER      -  FIRST     CLASS II
 FJ0686
 FJ0686.The horizontal coordinates were scaled from a map and have
 FJ0686.an estimated accuracy of +/- 6 seconds.
 FJ0686
 FJ0686.The orthometric height was determined by differential leveling and
 FJ0686.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0686.in August 1994.
 FJ0686
 FJ0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0686.GEOID18 height accuracy estimate available here.
 FJ0686
 FJ0686.Click photographs - Photos may exist for this station.
 FJ0686
 FJ0686.The dynamic height is computed by dividing the NAVD 88
 FJ0686.geopotential number by the normal gravity value computed on the
 FJ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0686.degrees latitude (g = 980.6199 gals.).
 FJ0686
 FJ0686.The modeled gravity was interpolated from observed gravity values.
 FJ0686
 FJ0686;                    North         East    Units  Estimated Accuracy
 FJ0686;SPC OK N     -    52,440.      648,330.      MT  (+/- 180 meters Scaled)
 FJ0686
 FJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE390263(NAD 83)
 FJ0686
 FJ0686                          SUPERSEDED SURVEY CONTROL
 FJ0686
 FJ0686  NAVD 88 (06/15/91)  364.137  (m)         1194.67   (f) SUPERSEDED  1 2
 FJ0686
 FJ0686.Superseded values are not recommended for survey control.
 FJ0686
 FJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0686.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0686
 FJ0686_MARKER: DV = VERTICAL CONTROL DISK
 FJ0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0686_SP_SET: HIGHWAY OVERPASS CURBING
 FJ0686_STAMPING: L 194 1984
 FJ0686_MARK LOGO: NGS
 FJ0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0686
 FJ0686  HISTORY     - Date     Condition        Report By
 FJ0686  HISTORY     - 1984     MONUMENTED       NGS
 FJ0686  HISTORY     - 1988     GOOD             USPSQD
 FJ0686
 FJ0686                          STATION DESCRIPTION
 FJ0686
 FJ0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0686'5.0 KM (3.1 MI) EAST FROM OKLAHOMA CITY.
 FJ0686'1.0 KM (0.6 MI) EAST ALONG EAST RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0686'VIADUCT OVER RENO AVENUE IN OKLAHOMA CITY, THENCE 0.8 KM (0.5 MI)
 FJ0686'NORTH ALONG NORTH LINCOLN BOULEVARDE, THENCE 3.2 KM (2.0 MI) EAST
 FJ0686'ALONG NORTHEAST 4TH STREET, AT THE WEST END OF THE NORTHEAST 4TH
 FJ0686'STREET OVERPASS OVER INTERSTATE HIGHWAY 35, SET IN THE TOP OF THE
 FJ0686'NORTH CURB, 4.81 METERS (15.8 FT) NORTH OF THE CENTERLINE OF NORTHEAST
 FJ0686'4TH STREET, AND 0.48 METERS (1.6 FT) NORTH OF THE SOUTH EDGE OF THE
 FJ0686'NORTH CURBING.
 FJ0686'THE MARK IS 0.24 M ABOVE NORTHEAST 4TH STREET.
 FJ0686
 FJ0686                          STATION RECOVERY (1988)
 FJ0686
 FJ0686'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0762 ***********************************************************************
 FJ0762  DESIGNATION -  L 196
 FJ0762  PID         -  FJ0762
 FJ0762  STATE/COUNTY-  OK/OKFUSKEE
 FJ0762  COUNTRY     -  US
 FJ0762  USGS QUAD   -  OKEMAH (2018)
 FJ0762
 FJ0762                         *CURRENT SURVEY CONTROL
 FJ0762  ______________________________________________________________________
 FJ0762* NAD 83(1986) POSITION- 35 25 24.59   (N) 096 16 37.12   (W)   HD_HELD1
 FJ0762* NAVD 88 ORTHO HEIGHT -   259.030 (meters)      849.83  (feet) ADJUSTED
 FJ0762  ______________________________________________________________________
 FJ0762  GEOID HEIGHT    -        -28.535 (meters)                     GEOID18
 FJ0762  DYNAMIC HEIGHT  -        258.783 (meters)      849.02  (feet) COMP
 FJ0762  MODELED GRAVITY -    979,676.0   (mgal)                       NAVD 88
 FJ0762
 FJ0762  VERT ORDER      -  FIRST     CLASS II
 FJ0762
 FJ0762.The horizontal coordinates were determined by differentially corrected
 FJ0762.hand held GPS observations or other comparable positioning techniques
 FJ0762.and have an estimated accuracy of +/- 3 meters.
 FJ0762
 FJ0762.The orthometric height was determined by differential leveling and
 FJ0762.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0762.in June 1991.
 FJ0762
 FJ0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0762.GEOID18 height accuracy estimate available here.
 FJ0762
 FJ0762.Click photographs - Photos may exist for this station.
 FJ0762
 FJ0762.The dynamic height is computed by dividing the NAVD 88
 FJ0762.geopotential number by the normal gravity value computed on the
 FJ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0762.degrees latitude (g = 980.6199 gals.).
 FJ0762
 FJ0762.The modeled gravity was interpolated from observed gravity values.
 FJ0762
 FJ0762;                    North         East    Units  Estimated Accuracy
 FJ0762;SPC OK N     -    48,377.2     756,473.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0762
 FJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4722423415(NAD 83)
 FJ0762
 FJ0762                          SUPERSEDED SURVEY CONTROL
 FJ0762
 FJ0762.No superseded survey control is available for this station.
 FJ0762
 FJ0762_MARKER: F = FLANGE-ENCASED ROD
 FJ0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0762_STAMPING: L 196 1984
 FJ0762_MARK LOGO: NGS
 FJ0762_PROJECTION: RECESSED 10 CENTIMETERS
 FJ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0762+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0762_ROD/PIPE-DEPTH: 4.9 meters
 FJ0762
 FJ0762  HISTORY     - Date     Condition        Report By
 FJ0762  HISTORY     - 1984     MONUMENTED       NGS
 FJ0762  HISTORY     - 1988     GOOD             USPSQD
 FJ0762  HISTORY     - 1989     GOOD             USPSQD
 FJ0762  HISTORY     - 1990     GOOD             USPSQD
 FJ0762  HISTORY     - 20220629 GOOD             OKDOT
 FJ0762
 FJ0762                          STATION DESCRIPTION
 FJ0762
 FJ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0762'2.16 KM (1.35 MI) EAST FROM OKEMAH.
 FJ0762'2.16 KM (1.35 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0762'OF STATE HIGHWAY 27 (EXIT 221) AT OKEMAH, NEAR MILEPOST 223,
 FJ0762'35.35 METERS (116.0 FT) SOUTH OF THE CENTERLINE OF THE INTERSTATE
 FJ0762'HIGHWAY 40 EASTBOUND LANES, 32.31 METERS (106.0 FT) SOUTHEAST OF
 FJ0762'MILEPOST 223, AND 0.30 METERS (1.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE
 FJ0762'BETWEEN TWO WOOD BRACE POSTS.
 FJ0762'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0762'THE MARK IS 0.8 M BELOW INTERSTATE 40.
 FJ0762
 FJ0762                          STATION RECOVERY (1988)
 FJ0762
 FJ0762'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0762'RECOVERED IN GOOD CONDITION.
 FJ0762
 FJ0762                          STATION RECOVERY (1989)
 FJ0762
 FJ0762'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0762'RECOVERED IN GOOD CONDITION.
 FJ0762
 FJ0762                          STATION RECOVERY (1990)
 FJ0762
 FJ0762'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0762'RECOVERED IN GOOD CONDITION.
 FJ0762
 FJ0762                          STATION RECOVERY (2022)
 FJ0762
 FJ0762'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0849 ***********************************************************************
 FH0849  DESIGNATION -  L 197
 FH0849  PID         -  FH0849
 FH0849  STATE/COUNTY-  OK/MCINTOSH
 FH0849  COUNTRY     -  US
 FH0849  USGS QUAD   -  HOFFMAN (2018)
 FH0849
 FH0849                         *CURRENT SURVEY CONTROL
 FH0849  ______________________________________________________________________
 FH0849* NAD 83(1986) POSITION- 35 26 09.81   (N) 095 50 26.89   (W)   HD_HELD1
 FH0849* NAVD 88 ORTHO HEIGHT -   239.474 (meters)      785.67  (feet) ADJUSTED
 FH0849  ______________________________________________________________________
 FH0849  GEOID HEIGHT    -        -29.388 (meters)                     GEOID18
 FH0849  DYNAMIC HEIGHT  -        239.248 (meters)      784.93  (feet) COMP
 FH0849  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FH0849
 FH0849  VERT ORDER      -  FIRST     CLASS II
 FH0849
 FH0849.The horizontal coordinates were determined by differentially corrected
 FH0849.hand held GPS observations or other comparable positioning techniques
 FH0849.and have an estimated accuracy of +/- 3 meters.
 FH0849
 FH0849.The orthometric height was determined by differential leveling and
 FH0849.adjusted by the NATIONAL GEODETIC SURVEY
 FH0849.in June 1991.
 FH0849
 FH0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0849.GEOID18 height accuracy estimate available here.
 FH0849
 FH0849.Click photographs - Photos may exist for this station.
 FH0849
 FH0849.The dynamic height is computed by dividing the NAVD 88
 FH0849.geopotential number by the normal gravity value computed on the
 FH0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0849.degrees latitude (g = 980.6199 gals.).
 FH0849
 FH0849.The modeled gravity was interpolated from observed gravity values.
 FH0849
 FH0849;                    North         East    Units  Estimated Accuracy
 FH0849;SPC OK S     -   235,350.4     796,051.9     MT  (+/- 3 meters HH1 GPS) 
 FH0849
 FH0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4211925110(NAD 83)
 FH0849
 FH0849                          SUPERSEDED SURVEY CONTROL
 FH0849
 FH0849.No superseded survey control is available for this station.
 FH0849
 FH0849_MARKER: DV = VERTICAL CONTROL DISK
 FH0849_SETTING: 66 = SET IN ROCK OUTCROP
 FH0849_STAMPING: L 197 1984
 FH0849_MARK LOGO: NGS
 FH0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0849+STABILITY: POSITION/ELEVATION WELL
 FH0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0849+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FH0849
 FH0849  HISTORY     - Date     Condition        Report By
 FH0849  HISTORY     - 1984     MONUMENTED       NGS
 FH0849  HISTORY     - 1988     GOOD             USPSQD
 FH0849  HISTORY     - 1989     GOOD             USPSQD
 FH0849  HISTORY     - 1990     GOOD             USPSQD
 FH0849  HISTORY     - 20220707 GOOD             OKDOT
 FH0849  HISTORY     - 20240717 GOOD             OKDOT
 FH0849
 FH0849                          STATION DESCRIPTION
 FH0849
 FH0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0849'12.5 KM (7.75 MI) EAST FROM HENRYETTA.
 FH0849'12.5 KM (7.75 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FH0849'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET IN A ROCK OUTCROP AT TIGER
 FH0849'MOUNTAIN ROAD JUNCTION, ABOUT 0.2 KM (0.1 MI) NORTH OF THE CENTERLINE
 FH0849'OF THE INTERSTATE HIGHWAY 40 WESTBOUND LANES, 13.1 METERS (43.0 FT)
 FH0849'NORTH OF THE CENTER OF THE ON RAMP LEADING WESTBOUND TO THE HIGHWAY,
 FH0849'45.4 METERS (149.0 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING
 FH0849'NORTH, AND 23.7 METERS (90.0 FT) SOUTH OF A RIGHT-OF-WAY FENCE.
 FH0849'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 FH0849'THE MARK IS 0.9 M BELOW ON RAMP WESTBOUND.
 FH0849
 FH0849                          STATION RECOVERY (1988)
 FH0849
 FH0849'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0849'RECOVERED IN GOOD CONDITION.
 FH0849
 FH0849                          STATION RECOVERY (1989)
 FH0849
 FH0849'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0849'RECOVERED IN GOOD CONDITION.
 FH0849
 FH0849                          STATION RECOVERY (1990)
 FH0849
 FH0849'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0849'RECOVERED IN GOOD CONDITION.
 FH0849
 FH0849                          STATION RECOVERY (2022)
 FH0849
 FH0849'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0849'RECOVERED IN GOOD CONDITION.
 FH0849
 FH0849                          STATION RECOVERY (2024)
 FH0849
 FH0849'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FH0849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0894 ***********************************************************************
 FH0894  DESIGNATION -  L 199
 FH0894  PID         -  FH0894
 FH0894  STATE/COUNTY-  OK/SEQUOYAH
 FH0894  COUNTRY     -  US
 FH0894  USGS QUAD   -  STIGLER NE (2018)
 FH0894
 FH0894                         *CURRENT SURVEY CONTROL
 FH0894  ______________________________________________________________________
 FH0894* NAD 83(1986) POSITION- 35 29 23.95   (N) 095 02 40.57   (W)   HD_HELD1
 FH0894* NAVD 88 ORTHO HEIGHT -   181.824 (meters)      596.53  (feet) ADJUSTED
 FH0894  ______________________________________________________________________
 FH0894  GEOID HEIGHT    -        -29.903 (meters)                     GEOID18
 FH0894  DYNAMIC HEIGHT  -        181.656 (meters)      595.98  (feet) COMP
 FH0894  MODELED GRAVITY -    979,704.6   (mgal)                       NAVD 88
 FH0894
 FH0894  VERT ORDER      -  FIRST     CLASS II
 FH0894
 FH0894.The horizontal coordinates were determined by differentially corrected
 FH0894.hand held GPS observations or other comparable positioning techniques
 FH0894.and have an estimated accuracy of +/- 3 meters.
 FH0894
 FH0894.The orthometric height was determined by differential leveling and
 FH0894.adjusted by the NATIONAL GEODETIC SURVEY
 FH0894.in June 1991.
 FH0894
 FH0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0894.GEOID18 height accuracy estimate available here.
 FH0894
 FH0894.Click photographs - Photos may exist for this station.
 FH0894
 FH0894.The dynamic height is computed by dividing the NAVD 88
 FH0894.geopotential number by the normal gravity value computed on the
 FH0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0894.degrees latitude (g = 980.6199 gals.).
 FH0894
 FH0894.The modeled gravity was interpolated from observed gravity values.
 FH0894
 FH0894;                    North         East    Units  Estimated Accuracy
 FH0894;SPC OK N     -    58,447.2     868,137.2     MT  (+/- 3 meters HH1 GPS) 
 FH0894
 FH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1453229304(NAD 83)
 FH0894
 FH0894                          SUPERSEDED SURVEY CONTROL
 FH0894
 FH0894.No superseded survey control is available for this station.
 FH0894
 FH0894_MARKER: F = FLANGE-ENCASED ROD
 FH0894_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0894+WITH SETTING: INFORMATION.
 FH0894_STAMPING: L 199 1984
 FH0894_MARK LOGO: NGS
 FH0894_PROJECTION: FLUSH
 FH0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0894+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2022
 FH0894_ROD/PIPE-DEPTH: 2.43 meters
 FH0894
 FH0894  HISTORY     - Date     Condition        Report By
 FH0894  HISTORY     - 1984     MONUMENTED       NGS
 FH0894  HISTORY     - 1988     GOOD             USPSQD
 FH0894  HISTORY     - 1989     GOOD             USPSQD
 FH0894  HISTORY     - 1990     GOOD             USPSQD
 FH0894  HISTORY     - 20020815 GOOD             OKDOT
 FH0894  HISTORY     - 20220720 GOOD             OKDOT
 FH0894
 FH0894                          STATION DESCRIPTION
 FH0894
 FH0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0894'6.6 KM (4.1 MI) WEST FROM VIAN.
 FH0894'6.6 KM (4.1 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0894'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT A POINT
 FH0894'NEAR THE CENTER OF THE TOP OF A HILL, MARK IS ON THE SOUTH SIDE OF THE
 FH0894'EASTBOUND LANES ALONG THE BRUSH AND MOWING LINE, 0.7 KM (0.45 MI) EAST
 FH0894'OF MILE MARKER 293, 0.9 KM (0.55 MI) WEST OF MILE MARKER 294,
 FH0894'60.04 METERS (197.0 FT) WEST OF THE WEST END OF A 4-FOOT WIDE CONCRETE
 FH0894'DRAINAGE DITCH, 19.81 METERS (65.0 FT) SOUTH OF THE CENTERLINE OF THE
 FH0894'EASTBOUND LANES, 34.44 METERS (113.0 FT) NORTH OF THE SOUTH
 FH0894'RIGHT-OF-WAY FENCE LINE (SLOPE MEASUREMENT).  NOTE, THREE WITNESS
 FH0894'POSTS WERE SET FORMING A TRIANGLE AROUND THE MARK.  ROD DRIVEN TO
 FH0894'REFUSAL AND ANCHORED IN ROCK.
 FH0894'THE MARK IS 0.42 METERS  N FROM A WITNESS POST.
 FH0894'THE MARK IS 0.4 M ABOVE EASTBOUND LANES.
 FH0894
 FH0894                          STATION RECOVERY (1988)
 FH0894
 FH0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0894'RECOVERED IN GOOD CONDITION.
 FH0894
 FH0894                          STATION RECOVERY (1989)
 FH0894
 FH0894'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0894'RECOVERED IN GOOD CONDITION.
 FH0894
 FH0894                          STATION RECOVERY (1990)
 FH0894
 FH0894'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0894'RECOVERED IN GOOD CONDITION.
 FH0894
 FH0894                          STATION RECOVERY (2002)
 FH0894
 FH0894'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0894'RECOVERED IN GOOD CONDITION.
 FH0894
 FH0894                          STATION RECOVERY (2022)
 FH0894
 FH0894'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0894'TREES TO SOUTH NEED CUT FOR SATELLITE OBSERVATIONS.  THE COVER IS
 FH0894'MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0919 ***********************************************************************
 FH0919  DESIGNATION -  L 200
 FH0919  PID         -  FH0919
 FH0919  STATE/COUNTY-  OK/SEQUOYAH
 FH0919  COUNTRY     -  US
 FH0919  USGS QUAD   -  MULDROW (2018)
 FH0919
 FH0919                         *CURRENT SURVEY CONTROL
 FH0919  ______________________________________________________________________
 FH0919* NAD 83(1986) POSITION- 35 23 36.     (N) 094 37 20.     (W)   SCALED
 FH0919* NAVD 88 ORTHO HEIGHT -   140.651 (meters)      461.45  (feet) ADJUSTED
 FH0919  ______________________________________________________________________
 FH0919  GEOID HEIGHT    -        -30.206 (meters)                     GEOID18
 FH0919  DYNAMIC HEIGHT  -        140.518 (meters)      461.02  (feet) COMP
 FH0919  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 FH0919
 FH0919  VERT ORDER      -  FIRST     CLASS II
 FH0919
 FH0919.The horizontal coordinates were scaled from a map and have
 FH0919.an estimated accuracy of +/- 6 seconds.
 FH0919
 FH0919.The orthometric height was determined by differential leveling and
 FH0919.adjusted by the NATIONAL GEODETIC SURVEY
 FH0919.in June 1991.
 FH0919
 FH0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0919.GEOID18 height accuracy estimate available here.
 FH0919
 FH0919.Click photographs - Photos may exist for this station.
 FH0919
 FH0919.The dynamic height is computed by dividing the NAVD 88
 FH0919.geopotential number by the normal gravity value computed on the
 FH0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0919.degrees latitude (g = 980.6199 gals.).
 FH0919
 FH0919.The modeled gravity was interpolated from observed gravity values.
 FH0919
 FH0919;                    North         East    Units  Estimated Accuracy
 FH0919;SPC OK N     -    48,980.      906,820.      MT  (+/- 180 meters Scaled)
 FH0919
 FH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV526178(NAD 83)
 FH0919
 FH0919                          SUPERSEDED SURVEY CONTROL
 FH0919
 FH0919.No superseded survey control is available for this station.
 FH0919
 FH0919_MARKER: DV = VERTICAL CONTROL DISK
 FH0919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0919_SP_SET: BRIDGE ABUTMENT
 FH0919_STAMPING: L 200 1984
 FH0919_MARK LOGO: NGS
 FH0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0919+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0919
 FH0919  HISTORY     - Date     Condition        Report By
 FH0919  HISTORY     - 1984     MONUMENTED       NGS
 FH0919  HISTORY     - 1988     GOOD             USPSQD
 FH0919  HISTORY     - 1989     GOOD             USPSQD
 FH0919  HISTORY     - 1990     GOOD             USPSQD
 FH0919  HISTORY     - 20020815 GOOD             OKDOT
 FH0919
 FH0919                          STATION DESCRIPTION
 FH0919
 FH0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0919'2.2 KM (1.4 MI) WEST FROM MULDROW.
 FH0919'2.2 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0919'STATE HIGHWY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT THE EAST
 FH0919'END OF A CONCRETE BRIDGE OF INTERSTATE 40 EASTBOUND LANES, SET IN TOP
 FH0919'OF THE SOUTH END OF THE EAST ABUTMENT, ABOUT 1.06 METERS (3.5 FT)
 FH0919'BELOW THE EASTBOUND LANES, 7.92 METERS (26.0 FT) SOUTH OF THE
 FH0919'CENTERLINE OF THE EASTBOUND LANES, 0.94 METERS (3.1 FT) NORTH OF THE
 FH0919'SOUTH END OF THE EAST ABUTMENT, AND 0.30 METERS (1.0 FT) EAST OF THE
 FH0919'WEST EDGE OF THE ABUTMENT.
 FH0919'THE MARK IS 1.37 M BELOW BRIDGE CURB.
 FH0919
 FH0919                          STATION RECOVERY (1988)
 FH0919
 FH0919'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0919'RECOVERED IN GOOD CONDITION.
 FH0919
 FH0919                          STATION RECOVERY (1989)
 FH0919
 FH0919'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0919'RECOVERED IN GOOD CONDITION.
 FH0919
 FH0919                          STATION RECOVERY (1990)
 FH0919
 FH0919'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0919'RECOVERED IN GOOD CONDITION.
 FH0919
 FH0919                          STATION RECOVERY (2002)
 FH0919
 FH0919'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0873 ***********************************************************************
 FH0873  DESIGNATION -  L 201
 FH0873  PID         -  FH0873
 FH0873  STATE/COUNTY-  OK/MCINTOSH
 FH0873  COUNTRY     -  US
 FH0873  USGS QUAD   -  WARNER NW (2018)
 FH0873
 FH0873                         *CURRENT SURVEY CONTROL
 FH0873  ______________________________________________________________________
 FH0873* NAD 83(1986) POSITION- 35 27 23.5    (N) 095 24 57.0    (W)   HD_HELD2
 FH0873* NAVD 88 ORTHO HEIGHT -   194.938 (meters)      639.56  (feet) ADJUSTED
 FH0873  ______________________________________________________________________
 FH0873  GEOID HEIGHT    -        -29.869 (meters)                     GEOID18
 FH0873  DYNAMIC HEIGHT  -        194.756 (meters)      638.96  (feet) COMP
 FH0873  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FH0873
 FH0873  VERT ORDER      -  FIRST     CLASS II
 FH0873
 FH0873.The horizontal coordinates were established by autonomous hand held GPS
 FH0873.observations and have an estimated accuracy of +/- 10 meters.
 FH0873
 FH0873.The orthometric height was determined by differential leveling and
 FH0873.adjusted by the NATIONAL GEODETIC SURVEY
 FH0873.in June 1991.
 FH0873
 FH0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0873.GEOID18 height accuracy estimate available here.
 FH0873
 FH0873.Click photographs - Photos may exist for this station.
 FH0873
 FH0873.The dynamic height is computed by dividing the NAVD 88
 FH0873.geopotential number by the normal gravity value computed on the
 FH0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0873.degrees latitude (g = 980.6199 gals.).
 FH0873
 FH0873.The modeled gravity was interpolated from observed gravity values.
 FH0873
 FH0873;                    North         East    Units  Estimated Accuracy
 FH0873;SPC OK S     -   238,527.      834,573.      MT  (+/- 10 meters HH2 GPS)
 FH0873
 FH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8076126354(NAD 83)
 FH0873
 FH0873                          SUPERSEDED SURVEY CONTROL
 FH0873
 FH0873.No superseded survey control is available for this station.
 FH0873
 FH0873_MARKER: I = METAL ROD
 FH0873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0873_STAMPING: L 201 1984
 FH0873_MARK LOGO: NGS
 FH0873_PROJECTION: FLUSH
 FH0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0873+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0873_ROD/PIPE-DEPTH: 3.4 meters
 FH0873
 FH0873  HISTORY     - Date     Condition        Report By
 FH0873  HISTORY     - 1984     MONUMENTED       NGS
 FH0873  HISTORY     - 1988     GOOD             USPSQD
 FH0873  HISTORY     - 1989     GOOD             USPSQD
 FH0873  HISTORY     - 1990     GOOD             USPSQD
 FH0873  HISTORY     - 20020815 GOOD             OKDOT
 FH0873
 FH0873                          STATION DESCRIPTION
 FH0873
 FH0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0873'10.6 KM (6.6 MI) EAST FROM CHECOTAH.
 FH0873'10.6 KM (6.6 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0873'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET BY THE
 FH0873'WESTERNMOST ONE OF THREE RIGHT-OF-WAY FENCE LINE BRACE POSTS AT AN OLD
 FH0873'ROAD BED JUNCTION, ABOUT 0.3 KM (0.2 MI) EAST OF MILEPOST NUMBER 272,
 FH0873'37.0 METERS (121.5 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0873'EASTBOUND LANES, 0.6 METER (2.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE
 FH0873'LINE BRACE POSTS, 6.0 METERS (20.0 FT) EAST OF THE CENTER OF THE ROAD
 FH0873'BED, AND 0.9 METER (3.0 FT) NORTHEAST OF A WITNESS POST.  NOTE, DRIVEN
 FH0873'TO REFUSAL.
 FH0873'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 FH0873'THE MARK IS 1.5 M BELOW EASTBOUND HIGHWAY.
 FH0873
 FH0873                          STATION RECOVERY (1988)
 FH0873
 FH0873'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0873'RECOVERED IN GOOD CONDITION.
 FH0873
 FH0873                          STATION RECOVERY (1989)
 FH0873
 FH0873'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0873'RECOVERED IN GOOD CONDITION.
 FH0873
 FH0873                          STATION RECOVERY (1990)
 FH0873
 FH0873'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0873'RECOVERED IN GOOD CONDITION.
 FH0873
 FH0873                          STATION RECOVERY (2002)
 FH0873
 FH0873'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1317 ***********************************************************************
 GL1317  FBN         -  This is a Federal Base Network Control Station.
 GL1317  DESIGNATION -  L 202
 GL1317  PID         -  GL1317
 GL1317  STATE/COUNTY-  OK/CIMARRON
 GL1317  COUNTRY     -  US
 GL1317  USGS QUAD   -  BOISE CITY (2018)
 GL1317
 GL1317                         *CURRENT SURVEY CONTROL
 GL1317  ______________________________________________________________________
 GL1317* NAD 83(2011) POSITION- 36 40 30.09437(N) 102 33 11.76652(W)   ADJUSTED
 GL1317* NAD 83(2011) ELLIP HT-  1258.504 (meters)        (06/27/12)   ADJUSTED
 GL1317* NAD 83(2011) EPOCH   -  2010.00
 GL1317* NAVD 88 ORTHO HEIGHT -  1282.204 (meters)     4206.70  (feet) ADJUSTED
 GL1317  ______________________________________________________________________
 GL1317  GEOID HEIGHT    -        -23.695 (meters)                     GEOID18
 GL1317  NAD 83(2011) X  - -1,113,388.043 (meters)                     COMP
 GL1317  NAD 83(2011) Y  - -5,000,164.825 (meters)                     COMP
 GL1317  NAD 83(2011) Z  -  3,789,281.579 (meters)                     COMP
 GL1317  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC18
 GL1317  DYNAMIC HEIGHT  -       1280.789 (meters)     4202.06  (feet) COMP
 GL1317  MODELED GRAVITY -    979,483.5   (mgal)                       NAVD 88
 GL1317
 GL1317  VERT ORDER      -  FIRST     CLASS II
 GL1317
 GL1317  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GL1317  Standards:
 GL1317         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GL1317            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GL1317  -------------------------------------------------------------------
 GL1317  NETWORK    0.64   1.31           0.28   0.24   0.67      0.03921265
 GL1317  -------------------------------------------------------------------
 GL1317  Click here for local accuracies and other accuracy information.
 GL1317
 GL1317.The horizontal coordinates were established by GPS observations
 GL1317.and adjusted by the National Geodetic Survey in June 2012.
 GL1317
 GL1317.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GL1317.been affixed to the stable North American tectonic plate. See 
 GL1317.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GL1317
 GL1317.The horizontal coordinates are valid at the epoch date displayed above
 GL1317.which is a decimal equivalence of Year/Month/Day.
 GL1317
 GL1317.The orthometric height was determined by differential leveling and
 GL1317.adjusted by the NATIONAL GEODETIC SURVEY
 GL1317.in June 1991.
 GL1317
 GL1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1317.GEOID18 height accuracy estimate available here.
 GL1317
 GL1317.Click photographs - Photos may exist for this station.
 GL1317
 GL1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1317
 GL1317.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1317
 GL1317.The ellipsoidal height was determined by GPS observations
 GL1317.and is referenced to NAD 83.
 GL1317
 GL1317.The dynamic height is computed by dividing the NAVD 88
 GL1317.geopotential number by the normal gravity value computed on the
 GL1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1317.degrees latitude (g = 980.6199 gals.).
 GL1317
 GL1317.The modeled gravity was interpolated from observed gravity values.
 GL1317
 GL1317. The following values were computed from the NAD 83(2011) position.
 GL1317
 GL1317;                    North         East     Units Scale Factor Converg.
 GL1317;SPC OK N     -   195,395.996   193,143.141   MT  0.99998456   -2 41 13.6
 GL1317;SPC OK N     -   641,061.70    633,670.46   sFT  0.99998456   -2 41 13.6
 GL1317;UTM  13      - 4,061,612.263   718,642.725   MT  1.00018899   +1 27 43.0
 GL1317
 GL1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1317!SPC OK N     -   0.99980253  x   0.99998456  =   0.99978710
 GL1317!UTM  13      -   0.99980253  x   1.00018899  =   0.99999148
 GL1317
 GL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1864261612(NAD 83)
 GL1317
 GL1317                          SUPERSEDED SURVEY CONTROL
 GL1317
 GL1317  NAD 83(2007)-  36 40 30.09422(N)    102 33 11.76744(W) AD(2002.00) 0
 GL1317  ELLIP H (02/10/07) 1258.520  (m)                       GP(2002.00)    
 GL1317  NAD 83(1993)-  36 40 30.09394(N)    102 33 11.76719(W) AD(       ) A
 GL1317  ELLIP H (06/09/00) 1258.524  (m)                       GP(       ) 2 2
 GL1317  NAVD 88            1282.20   (m)         4206.7    (f) LEVELING    3  
 GL1317
 GL1317.Superseded values are not recommended for survey control.
 GL1317
 GL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1317.See file dsdata.pdf to determine how the superseded data were derived.
 GL1317
 GL1317_MARKER: I = METAL ROD
 GL1317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1317_STAMPING: L 202 1985
 GL1317_MARK LOGO: NGS
 GL1317_PROJECTION: FLUSH
 GL1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1317+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1317_ROD/PIPE-DEPTH: 12.2 meters
 GL1317
 GL1317  HISTORY     - Date     Condition        Report By
 GL1317  HISTORY     - 1985     MONUMENTED       NGS
 GL1317  HISTORY     - 19990813 GOOD             NGS
 GL1317  HISTORY     - 20021118 GOOD             OKDOT
 GL1317  HISTORY     - 20030522 GOOD             OKDOT
 GL1317  HISTORY     - 20051008 GOOD             INDIV
 GL1317
 GL1317                          STATION DESCRIPTION
 GL1317
 GL1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1317'7.8 KM (4.85 MI) SOUTH FROM BOISE CITY.
 GL1317'7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1317'IN BOISE CITY, 57.0 M (187.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD,
 GL1317'12.7 M (41.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M
 GL1317'(2.6 FT) SOUTH OF A UTILITY POLE WITH THREE TRANSFORMERS.
 GL1317'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1317'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1317
 GL1317                          STATION RECOVERY (1999)
 GL1317
 GL1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GL1317'THE STATION IS LOCATED ABOUT 7.88 KM (4.90 MI) SOUTHWEST OF BOISE
 GL1317'CITY, ON THE EAST SIDE OF THE RIGHT-OF-WAY OF US HIGHWAY 385, 2.57 KM
 GL1317'(1.60 MI) SOUTH OF THE JUNCTION OF COMBINED US HIGHWAYS 56, 64 AND
 GL1317'412.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 GL1317'STATION FROM THE SOUTH SIDE OF THE CITY CIRCLE AROUND THE COURTHOUSE
 GL1317'IN BOISE CITY, GO SOUTHWEST ON COMBINED US HIGHWAYS 412, 385, 56 AND
 GL1317'64 FOR 5.31 KM (3.30 MI) TO THE POINT WHERE US HIGHWAY 385 TURNS LEFT,
 GL1317'SOUTH AND THE OTHER HIGHWAYS CONTINUE AHEAD SOUTHWEST.  TURN LEFT,
 GL1317'SOUTH ON US HIGHWAY 385 FOR 2.57 KM (1.60 MI) TO THE STATION ON THE
 GL1317'LEFT.  THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL DATUM
 GL1317'CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD, ENCASED IN A 13 CM
 GL1317'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE
 GL1317'GROUND.  LOCATED 57.0 M (187.0 FT) SOUTH OF THE CENTER OF A PAVED
 GL1317'ROAD, 12.65 M (41.50 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.76 M
 GL1317'(32.02 FT) SOUTH OF THE NORTHWEST CORNER POST (RAILROAD TIE) OF A
 GL1317'FENCE, 0.98 M (3.22 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH THREE
 GL1317'TRANSFORMERS, 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST AND 0.3
 GL1317'M (1.0 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 GL1317
 GL1317                          STATION RECOVERY (2002)
 GL1317
 GL1317'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (KK)
 GL1317'RECOVERD AS DESCRIBED
 GL1317
 GL1317                          STATION RECOVERY (2003)
 GL1317
 GL1317'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (DKW)
 GL1317'RECOVERED AS DESCRIBED
 GL1317
 GL1317                          STATION RECOVERY (2005)
 GL1317
 GL1317'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0782 ***********************************************************************
 EK0782  DESIGNATION -  L 203
 EK0782  PID         -  EK0782
 EK0782  STATE/COUNTY-  OK/CHOCTAW
 EK0782  COUNTRY     -  US
 EK0782  USGS QUAD   -  HUGO DAM (2019)
 EK0782
 EK0782                         *CURRENT SURVEY CONTROL
 EK0782  ______________________________________________________________________
 EK0782* NAD 83(1986) POSITION- 34 00 02.     (N) 095 23 55.     (W)   SCALED
 EK0782* NAVD 88 ORTHO HEIGHT -   139.644 (meters)      458.15  (feet) ADJUSTED
 EK0782  ______________________________________________________________________
 EK0782  GEOID HEIGHT    -        -28.996 (meters)                     GEOID18
 EK0782  DYNAMIC HEIGHT  -        139.496 (meters)      457.66  (feet) COMP
 EK0782  MODELED GRAVITY -    979,570.4   (mgal)                       NAVD 88
 EK0782
 EK0782  VERT ORDER      -  FIRST     CLASS II
 EK0782
 EK0782.The horizontal coordinates were scaled from a map and have
 EK0782.an estimated accuracy of +/- 6 seconds.
 EK0782
 EK0782.The orthometric height was determined by differential leveling and
 EK0782.adjusted by the NATIONAL GEODETIC SURVEY
 EK0782.in June 1991.
 EK0782
 EK0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0782.GEOID18 height accuracy estimate available here.
 EK0782
 EK0782.Click photographs - Photos may exist for this station.
 EK0782
 EK0782.The dynamic height is computed by dividing the NAVD 88
 EK0782.geopotential number by the normal gravity value computed on the
 EK0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0782.degrees latitude (g = 980.6199 gals.).
 EK0782
 EK0782.The modeled gravity was interpolated from observed gravity values.
 EK0782
 EK0782;                    North         East    Units  Estimated Accuracy
 EK0782;SPC OK S     -    77,110.      840,300.      MT  (+/- 180 meters Scaled)
 EK0782
 EK0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT784648(NAD 83)
 EK0782
 EK0782                          SUPERSEDED SURVEY CONTROL
 EK0782
 EK0782.No superseded survey control is available for this station.
 EK0782
 EK0782_MARKER: I = METAL ROD
 EK0782_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0782+WITH SETTING: INFORMATION.
 EK0782_STAMPING: L 203 1986
 EK0782_MARK LOGO: NGS
 EK0782_PROJECTION: RECESSED 1 CENTIMETERS
 EK0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0782_ROD/PIPE-DEPTH: 2.5 meters
 EK0782
 EK0782  HISTORY     - Date     Condition        Report By
 EK0782  HISTORY     - 1986     MONUMENTED       NGS
 EK0782
 EK0782                          STATION DESCRIPTION
 EK0782
 EK0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0782'11.3 KM (7.0 MI) EAST FROM HUGO.
 EK0782'11.3 KM (7.0 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0782'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 31.8 M (104.3 FT) WEST OF THE
 EK0782'CENTERLINE OF A PAVED ROAD LEADING NORTHEAST ACROSS THE HUGO DAM,
 EK0782'16.9 M (55.4 FT) SOUTH OF A UTILITY POLE, 13.6 M (44.6 FT) NORTH OF
 EK0782'THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) EAST OF A UTILITY
 EK0782'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0782'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0819 ***********************************************************************
 FJ0819  DESIGNATION -  L 204
 FJ0819  PID         -  FJ0819
 FJ0819  STATE/COUNTY-  OK/CANADIAN
 FJ0819  COUNTRY     -  US
 FJ0819  USGS QUAD   -  OKARCHE (2018)
 FJ0819
 FJ0819                         *CURRENT SURVEY CONTROL
 FJ0819  ______________________________________________________________________
 FJ0819* NAD 83(1986) POSITION- 35 40 56.     (N) 097 57 35.     (W)   SCALED
 FJ0819* NAVD 88 ORTHO HEIGHT -   366.937 (meters)     1203.86  (feet) ADJUSTED
 FJ0819  ______________________________________________________________________
 FJ0819  GEOID HEIGHT    -        -27.069 (meters)                     GEOID18
 FJ0819  DYNAMIC HEIGHT  -        366.591 (meters)     1202.72  (feet) COMP
 FJ0819  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 FJ0819
 FJ0819  VERT ORDER      -  FIRST     CLASS II
 FJ0819
 FJ0819.The horizontal coordinates were scaled from a map and have
 FJ0819.an estimated accuracy of +/- 6 seconds.
 FJ0819
 FJ0819.The orthometric height was determined by differential leveling and
 FJ0819.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0819.in June 1991.
 FJ0819
 FJ0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0819.GEOID18 height accuracy estimate available here.
 FJ0819
 FJ0819.Click photographs - Photos may exist for this station.
 FJ0819
 FJ0819.The dynamic height is computed by dividing the NAVD 88
 FJ0819.geopotential number by the normal gravity value computed on the
 FJ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0819.degrees latitude (g = 980.6199 gals.).
 FJ0819
 FJ0819.The modeled gravity was interpolated from observed gravity values.
 FJ0819
 FJ0819;                    North         East    Units  Estimated Accuracy
 FJ0819;SPC OK N     -    75,700.      603,650.      MT  (+/- 180 meters Scaled)
 FJ0819
 FJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE941492(NAD 83)
 FJ0819
 FJ0819                          SUPERSEDED SURVEY CONTROL
 FJ0819
 FJ0819  NGVD 29 (04/22/92)  366.774  (m)         1203.32   (f) ADJUSTED    1 2
 FJ0819
 FJ0819.Superseded values are not recommended for survey control.
 FJ0819
 FJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0819.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0819
 FJ0819_MARKER: I = METAL ROD
 FJ0819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0819_STAMPING: L 204 1985
 FJ0819_MARK LOGO: NGS
 FJ0819_PROJECTION: FLUSH
 FJ0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0819_ROD/PIPE-DEPTH: 3.4 meters
 FJ0819
 FJ0819  HISTORY     - Date     Condition        Report By
 FJ0819  HISTORY     - 1985     MONUMENTED       NGS
 FJ0819  HISTORY     - 1989     GOOD             USPSQD
 FJ0819
 FJ0819                          STATION DESCRIPTION
 FJ0819
 FJ0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0819'5.3 KM (3.3 MI) SOUTH FROM OKARCHE.
 FJ0819'5.31 KM (3.30 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 FJ0819'OKLAHOMA AVENUE AT OKARCHE, IN THE NORTHWEST CORNER OF THE T JUNCTION
 FJ0819'OF A GRAVEL SECTION LINE ROAD LEADING WEST, 1.33 KM (0.83 MI) SOUTH OF
 FJ0819'THE STATE HIGHWAY 3 OVERPASS BRIDGE, 45.1 METERS (148 FT) WEST OF THE
 FJ0819'HIGHWAY CENTERLINE, 10.7 METERS (35 FT) NORTH OF THE CENTER OF THE
 FJ0819'ROAD, 25.3 METERS (83 FT) WEST OF A TELEPHONE CABLE BOX, 20.8 METERS
 FJ0819'(68.4 FT) NORTHWEST OF A POWER POLE AT THE WEST SIDE OF A POWER LINE
 FJ0819'CROSSING AND 0.2 METER (0.8 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 FJ0819'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0819'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FJ0819'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 FJ0819
 FJ0819                          STATION RECOVERY (1989)
 FJ0819
 FJ0819'RECOVERY NOTE BY US POWER SQUADRON 1989 (AC)
 FJ0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DF5633 ***********************************************************************
 DF5633  DESIGNATION -  L 204 RESET
 DF5633  PID         -  DF5633
 DF5633  STATE/COUNTY-  OK/CANADIAN
 DF5633  COUNTRY     -  US
 DF5633  USGS QUAD   -  OKARCHE (2018)
 DF5633
 DF5633                         *CURRENT SURVEY CONTROL
 DF5633  ______________________________________________________________________
 DF5633* NAD 83(1986) POSITION- 35 40 56.     (N) 097 57 35.     (W)   SCALED
 DF5633* NAVD 88 ORTHO HEIGHT -   365.92  (meters)     1200.5   (feet) RESET
 DF5633  ______________________________________________________________________
 DF5633  GEOID HEIGHT    -        -27.069 (meters)                     GEOID18
 DF5633  VERT ORDER      -  THIRD
 DF5633
 DF5633.The horizontal coordinates were scaled from a map and have
 DF5633.an estimated accuracy of +/- 6 seconds.
 DF5633
 DF5633.The orthometric height was computed from unverified reset data.
 DF5633
 DF5633.No vertical observational check was made to the station.
 DF5633
 DF5633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5633.GEOID18 height accuracy estimate available here.
 DF5633
 DF5633.Click photographs - Photos may exist for this station.
 DF5633
 DF5633;                    North         East    Units  Estimated Accuracy
 DF5633;SPC OK N     -    75,700.      603,650.      MT  (+/- 180 meters Scaled)
 DF5633
 DF5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE941492(NAD 83)
 DF5633
 DF5633                          SUPERSEDED SURVEY CONTROL
 DF5633
 DF5633.No superseded survey control is available for this station.
 DF5633
 DF5633_MARKER: DV = VERTICAL CONTROL DISK
 DF5633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5633_STAMPING: L 204 RESET 2002
 DF5633_MARK LOGO: NGS
 DF5633_PROJECTION: FLUSH
 DF5633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5633_ROD/PIPE-DEPTH: 3.9 meters
 DF5633
 DF5633  HISTORY     - Date     Condition        Report By
 DF5633  HISTORY     - 2002     MONUMENTED       OKDOT
 DF5633
 DF5633                          STATION DESCRIPTION
 DF5633
 DF5633'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (KK)
 DF5633'3.30 MILES (5.31 KM) SOUTH ALONG US 81 FROM THE JUNCTION OF OKLAHOMA
 DF5633'AVENUE AT OKARCHE, IN THE NORTHWEST CORNER OF THE JUNCTION OF A GRAVEL
 DF5633'SECTION LINE ROAD LEADING WEST, 0.83 MILE (1.34 KM) SOUTH OF THE STATE
 DF5633'HIGHWAY 3 OVERPASS BRIDGE, 238.0 FEET (72.5 M) WEST OF HIGHWAY
 DF5633'CENTERLINE, 29.5 FEET (9.0 M) SOUTH OF CENTER OF THE ROAD, 16.4 FEET
 DF5633'(5.0 M) WEST OF TELEPHONE CABLE BOX, 8.8 FEET (2.7 M) EAST OF POWER
 DF5633'POLE, 62.3 FEET (19.0 M) SOUTH SOUTHWEST OF A POWER POLE ON NORTH SIDE
 DF5633'OF GRAVEL ROAD, AND 2.6 FEET (0.8 M) NORTH OF R/W FENCE. NOTE-ACCESS
 DF5633'TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.  DRIVEN 12.9 FEET
 DF5633'(3.9 M) TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0566 ***********************************************************************
 GH0566  DESIGNATION -  L 205
 GH0566  PID         -  GH0566
 GH0566  STATE/COUNTY-  OK/GARFIELD
 GH0566  COUNTRY     -  US
 GH0566  USGS QUAD   -  KREMLIN (2018)
 GH0566
 GH0566                         *CURRENT SURVEY CONTROL
 GH0566  ______________________________________________________________________
 GH0566* NAD 83(1986) POSITION- 36 32 40.     (N) 097 52 20.     (W)   SCALED
 GH0566* NAVD 88 ORTHO HEIGHT -   352.716 (meters)     1157.20  (feet) ADJUSTED
 GH0566  ______________________________________________________________________
 GH0566  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 GH0566  DYNAMIC HEIGHT  -        352.411 (meters)     1156.20  (feet) COMP
 GH0566  MODELED GRAVITY -    979,757.0   (mgal)                       NAVD 88
 GH0566
 GH0566  VERT ORDER      -  FIRST     CLASS II
 GH0566
 GH0566.The horizontal coordinates were scaled from a map and have
 GH0566.an estimated accuracy of +/- 6 seconds.
 GH0566
 GH0566.The orthometric height was determined by differential leveling and
 GH0566.adjusted by the NATIONAL GEODETIC SURVEY
 GH0566.in June 1991.
 GH0566
 GH0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0566.GEOID18 height accuracy estimate available here.
 GH0566
 GH0566.Click photographs - Photos may exist for this station.
 GH0566
 GH0566.The dynamic height is computed by dividing the NAVD 88
 GH0566.geopotential number by the normal gravity value computed on the
 GH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0566.degrees latitude (g = 980.6199 gals.).
 GH0566
 GH0566.The modeled gravity was interpolated from observed gravity values.
 GH0566
 GH0566;                    North         East    Units  Estimated Accuracy
 GH0566;SPC OK N     -   171,370.      611,440.      MT  (+/- 180 meters Scaled)
 GH0566
 GH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF009449(NAD 83)
 GH0566
 GH0566                          SUPERSEDED SURVEY CONTROL
 GH0566
 GH0566  NGVD 29 (04/22/92)  352.551  (m)         1156.66   (f) ADJUSTED    1 2
 GH0566
 GH0566.Superseded values are not recommended for survey control.
 GH0566
 GH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0566.See file dsdata.pdf to determine how the superseded data were derived.
 GH0566
 GH0566_MARKER: I = METAL ROD
 GH0566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0566_STAMPING: L 205 1985
 GH0566_MARK LOGO: NGS
 GH0566_PROJECTION: FLUSH
 GH0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0566_ROD/PIPE-DEPTH: 3.1 meters
 GH0566
 GH0566  HISTORY     - Date     Condition        Report By
 GH0566  HISTORY     - 1985     MONUMENTED       NGS
 GH0566
 GH0566                          STATION DESCRIPTION
 GH0566
 GH0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0566'18.8 KM (11.7 MI) NORTH FROM ENID.
 GH0566'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0566'IN ENID, THENCE 17.8 KM (11.05 MI) NORTH ALONG US HIGHWAY 81, AT THE
 GH0566'THIRD POWER POLE NORTH OF A DIRT ROAD LEADING EAST, 16.8 METERS (55.2
 GH0566'FT) EAST OF THE CENTER OF THE NORTH BOUND LANES, 27.0 METERS (91 FT)
 GH0566'NORTH OF THE CENTER OF A DOUBLE FENCE BRACE, 0.91 METER (3 FT) NORTH
 GH0566'OF THE POWER POLE AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 GH0566'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0566'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0566'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0615 ***********************************************************************
 GH0615  DESIGNATION -  L 206
 GH0615  PID         -  GH0615
 GH0615  STATE/COUNTY-  OK/GRANT
 GH0615  COUNTRY     -  US
 GH0615  USGS QUAD   -  WAKITA SW (2018)
 GH0615
 GH0615                         *CURRENT SURVEY CONTROL
 GH0615  ______________________________________________________________________
 GH0615* NAD 83(1986) POSITION- 36 48 39.     (N) 097 53 08.     (W)   SCALED
 GH0615* NAVD 88 ORTHO HEIGHT -   340.773 (meters)     1118.02  (feet) ADJUSTED
 GH0615  ______________________________________________________________________
 GH0615  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 GH0615  DYNAMIC HEIGHT  -        340.489 (meters)     1117.09  (feet) COMP
 GH0615  MODELED GRAVITY -    979,789.5   (mgal)                       NAVD 88
 GH0615
 GH0615  VERT ORDER      -  FIRST     CLASS II
 GH0615
 GH0615.The horizontal coordinates were scaled from a map and have
 GH0615.an estimated accuracy of +/- 6 seconds.
 GH0615
 GH0615.The orthometric height was determined by differential leveling and
 GH0615.adjusted by the NATIONAL GEODETIC SURVEY
 GH0615.in June 1991.
 GH0615
 GH0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0615.GEOID18 height accuracy estimate available here.
 GH0615
 GH0615.Click photographs - Photos may exist for this station.
 GH0615
 GH0615.The dynamic height is computed by dividing the NAVD 88
 GH0615.geopotential number by the normal gravity value computed on the
 GH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0615.degrees latitude (g = 980.6199 gals.).
 GH0615
 GH0615.The modeled gravity was interpolated from observed gravity values.
 GH0615
 GH0615;                    North         East    Units  Estimated Accuracy
 GH0615;SPC OK N     -   200,930.      610,210.      MT  (+/- 180 meters Scaled)
 GH0615
 GH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF994744(NAD 83)
 GH0615
 GH0615                          SUPERSEDED SURVEY CONTROL
 GH0615
 GH0615.No superseded survey control is available for this station.
 GH0615
 GH0615_MARKER: I = METAL ROD
 GH0615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0615+WITH SETTING: INFORMATION.
 GH0615_STAMPING: L 206 1985
 GH0615_MARK LOGO: NGS
 GH0615_PROJECTION: FLUSH
 GH0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0615+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0615_ROD/PIPE-DEPTH: 2.1 meters
 GH0615
 GH0615  HISTORY     - Date     Condition        Report By
 GH0615  HISTORY     - 1985     MONUMENTED       NGS
 GH0615  HISTORY     - 20090528 GOOD             OKDOT
 GH0615
 GH0615                          STATION DESCRIPTION
 GH0615
 GH0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0615'13.9 KM (8.65 MI) WEST FROM MEDFORD.
 GH0615'13.9 KM (8.6 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0615'HIGHWAY 81 AT MEDFORD, NEAR A CATTLE POND ON THE NORTH SIDE OF THE
 GH0615'HIGHWAY, 16.6 METERS (54.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.1
 GH0615'METERS (7 FT) SOUTH OF THE RIGHT OF WAY FENCE, 0.9 METER (3 FT) WEST
 GH0615'OF A POWER POLE AND 42.7 METERS (140 FT) EAST-NORTHEAST OF THE EAST
 GH0615'END OF THE NORTH HEADWALL OF A CULVERT.  NOTE--ACCESS TO DATUM POINT
 GH0615'IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0615'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0615'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GH0615
 GH0615                          STATION RECOVERY (2009)
 GH0615
 GH0615'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0601 ***********************************************************************
 GH0601  DESIGNATION -  L 207
 GH0601  PID         -  GH0601
 GH0601  STATE/COUNTY-  OK/GARFIELD
 GH0601  COUNTRY     -  US
 GH0601  USGS QUAD   -  WAUKOMIS (2018)
 GH0601
 GH0601                         *CURRENT SURVEY CONTROL
 GH0601  ______________________________________________________________________
 GH0601* NAD 83(1986) POSITION- 36 18 09.     (N) 097 53 21.     (W)   SCALED
 GH0601* NAVD 88 ORTHO HEIGHT -   362.106 (meters)     1188.01  (feet) ADJUSTED
 GH0601  ______________________________________________________________________
 GH0601  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 GH0601  DYNAMIC HEIGHT  -        361.784 (meters)     1186.95  (feet) COMP
 GH0601  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 GH0601
 GH0601  VERT ORDER      -  FIRST     CLASS II
 GH0601
 GH0601.The horizontal coordinates were scaled from a map and have
 GH0601.an estimated accuracy of +/- 6 seconds.
 GH0601
 GH0601.The orthometric height was determined by differential leveling and
 GH0601.adjusted by the NATIONAL GEODETIC SURVEY
 GH0601.in June 1991.
 GH0601
 GH0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0601.GEOID18 height accuracy estimate available here.
 GH0601
 GH0601.Click photographs - Photos may exist for this station.
 GH0601
 GH0601.The dynamic height is computed by dividing the NAVD 88
 GH0601.geopotential number by the normal gravity value computed on the
 GH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0601.degrees latitude (g = 980.6199 gals.).
 GH0601
 GH0601.The modeled gravity was interpolated from observed gravity values.
 GH0601
 GH0601;                    North         East    Units  Estimated Accuracy
 GH0601;SPC OK N     -   144,520.      609,950.      MT  (+/- 180 meters Scaled)
 GH0601
 GH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF997180(NAD 83)
 GH0601
 GH0601                          SUPERSEDED SURVEY CONTROL
 GH0601
 GH0601  NGVD 29 (04/22/92)  361.924  (m)         1187.41   (f) ADJUSTED    1 2
 GH0601
 GH0601.Superseded values are not recommended for survey control.
 GH0601
 GH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0601.See file dsdata.pdf to determine how the superseded data were derived.
 GH0601
 GH0601_MARKER: F = FLANGE-ENCASED ROD
 GH0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0601_STAMPING: L 207 1985
 GH0601_MARK LOGO: NGS
 GH0601_PROJECTION: FLUSH
 GH0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0601+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2018
 GH0601_ROD/PIPE-DEPTH: 10.1 meters
 GH0601
 GH0601  HISTORY     - Date     Condition        Report By
 GH0601  HISTORY     - 1985     MONUMENTED       NGS
 GH0601  HISTORY     - 20180316 GOOD             OKDOT
 GH0601
 GH0601                          STATION DESCRIPTION
 GH0601
 GH0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0601'2.5 KM (1.55 MI) NORTH FROM WAUKOMIS.
 GH0601'2.49 KM (1.55 MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 GH0601'EUCLID STREET AT WAUKOMIS, IN TOP OF THE SOUTH END OF A CUT, AT THE
 GH0601'CENTER OF A TRIPLE WOOD POST BRACE IN THE RIGHT OF WAY FENCE, 0.16 KM
 GH0601'(0.10 MI) SOUTH OF THE T JUNCTION OF A GRAVEL SECTION LINE ROAD
 GH0601'LEADING EAST, 24.7 METERS (81 FT) EAST OF THE CENTER OF THE NORTH
 GH0601'BOUND LANES, 26.8 METERS (88 FT) NORTH OF THE SOUTH END OF THE CUT,
 GH0601'11.0 METERS (36 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVEL ROAD
 GH0601'LEADING WEST TO AN OIL WELL, 0.6 METER (2 FT) NORTH-NORTHEAST OF A
 GH0601'CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1 FT) WEST OF THE RIGHT OF
 GH0601'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0601'CAP.
 GH0601'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0601'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 GH0601
 GH0601                          STATION RECOVERY (2018)
 GH0601
 GH0601'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0601'OBSERVATION OF THE MARK MAY BE DIFFICULT DUE TO THE PLACEMENT OF THE
 GH0601'WOODEN BRACE POST OVER TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0769 ***********************************************************************
 EK0769  DESIGNATION -  L 208
 EK0769  PID         -  EK0769
 EK0769  STATE/COUNTY-  OK/CHOCTAW
 EK0769  COUNTRY     -  US
 EK0769  USGS QUAD   -  SWINK (2019)
 EK0769
 EK0769                         *CURRENT SURVEY CONTROL
 EK0769  ______________________________________________________________________
 EK0769* NAD 83(1986) POSITION- 34 00 55.     (N) 095 09 42.     (W)   SCALED
 EK0769* NAVD 88 ORTHO HEIGHT -   143.876 (meters)      472.03  (feet) ADJUSTED
 EK0769  ______________________________________________________________________
 EK0769  GEOID HEIGHT    -        -28.850 (meters)                     GEOID18
 EK0769  DYNAMIC HEIGHT  -        143.725 (meters)      471.54  (feet) COMP
 EK0769  MODELED GRAVITY -    979,586.9   (mgal)                       NAVD 88
 EK0769
 EK0769  VERT ORDER      -  FIRST     CLASS II
 EK0769
 EK0769.The horizontal coordinates were scaled from a map and have
 EK0769.an estimated accuracy of +/- 6 seconds.
 EK0769
 EK0769.The orthometric height was determined by differential leveling and
 EK0769.adjusted by the NATIONAL GEODETIC SURVEY
 EK0769.in June 1991.
 EK0769
 EK0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0769.GEOID18 height accuracy estimate available here.
 EK0769
 EK0769.Click photographs - Photos may exist for this station.
 EK0769
 EK0769.The dynamic height is computed by dividing the NAVD 88
 EK0769.geopotential number by the normal gravity value computed on the
 EK0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0769.degrees latitude (g = 980.6199 gals.).
 EK0769
 EK0769.The modeled gravity was interpolated from observed gravity values.
 EK0769
 EK0769;                    North         East    Units  Estimated Accuracy
 EK0769;SPC OK S     -    79,330.      862,130.      MT  (+/- 180 meters Scaled)
 EK0769
 EK0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT003659(NAD 83)
 EK0769
 EK0769                          SUPERSEDED SURVEY CONTROL
 EK0769
 EK0769.No superseded survey control is available for this station.
 EK0769
 EK0769_MARKER: DV = VERTICAL CONTROL DISK
 EK0769_SETTING: 66 = SET IN ROCK OUTCROP
 EK0769_STAMPING: L 208 1986
 EK0769_MARK LOGO: NGS
 EK0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0769+STABILITY: POSITION/ELEVATION WELL
 EK0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0769+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 EK0769
 EK0769  HISTORY     - Date     Condition        Report By
 EK0769  HISTORY     - 1986     MONUMENTED       NGS
 EK0769  HISTORY     - 20180725 GOOD             OKDOT
 EK0769
 EK0769                          STATION DESCRIPTION
 EK0769
 EK0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0769'34.7 KM (21.55 MI) EAST FROM HUGO.
 EK0769'34.7 KM (21.55 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0769'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, OR 35.7 KM (22.2 MI)
 EK0769'WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 259
 EK0769'IN IDABEL, 0.5 KM (0.3 MI) WEST OF THE CHOCTAW-MCCURTAIN COUNTY LINE,
 EK0769'NEAR THE CENTER OF AN 8 BY 73 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 EK0769'CUT, 13.9 M (45.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.3 M
 EK0769'(37.1 FT)  WEST OF THE EAST END OF THE BEDROCK, AND 11.0 M (36.1 FT)
 EK0769'EAST OF WEST END OF THE BEDROCK.
 EK0769'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 EK0769'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 EK0769
 EK0769                          STATION RECOVERY (2018)
 EK0769
 EK0769'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AP)
 EK0769'THE MARK IS IN TIMBER WITH LIMITED SKY VIEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0795 ***********************************************************************
 EK0795  DESIGNATION -  L 209
 EK0795  PID         -  EK0795
 EK0795  STATE/COUNTY-  OK/CHOCTAW
 EK0795  COUNTRY     -  US
 EK0795  USGS QUAD   -  SOPER (2019)
 EK0795
 EK0795                         *CURRENT SURVEY CONTROL
 EK0795  ______________________________________________________________________
 EK0795* NAD 83(1986) POSITION- 34 02 00.     (N) 095 43 01.     (W)   SCALED
 EK0795* NAVD 88 ORTHO HEIGHT -   156.522 (meters)      513.52  (feet) ADJUSTED
 EK0795  ______________________________________________________________________
 EK0795  GEOID HEIGHT    -        -28.855 (meters)                     GEOID18
 EK0795  DYNAMIC HEIGHT  -        156.354 (meters)      512.97  (feet) COMP
 EK0795  MODELED GRAVITY -    979,562.1   (mgal)                       NAVD 88
 EK0795
 EK0795  VERT ORDER      -  FIRST     CLASS II
 EK0795
 EK0795.The horizontal coordinates were scaled from a map and have
 EK0795.an estimated accuracy of +/- 6 seconds.
 EK0795
 EK0795.The orthometric height was determined by differential leveling and
 EK0795.adjusted by the NATIONAL GEODETIC SURVEY
 EK0795.in June 1991.
 EK0795
 EK0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0795.GEOID18 height accuracy estimate available here.
 EK0795
 EK0795.Click photographs - Photos may exist for this station.
 EK0795
 EK0795.The dynamic height is computed by dividing the NAVD 88
 EK0795.geopotential number by the normal gravity value computed on the
 EK0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0795.degrees latitude (g = 980.6199 gals.).
 EK0795
 EK0795.The modeled gravity was interpolated from observed gravity values.
 EK0795
 EK0795;                    North         East    Units  Estimated Accuracy
 EK0795;SPC OK S     -    80,030.      810,820.      MT  (+/- 180 meters Scaled)
 EK0795
 EK0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT491691(NAD 83)
 EK0795
 EK0795                          SUPERSEDED SURVEY CONTROL
 EK0795
 EK0795.No superseded survey control is available for this station.
 EK0795
 EK0795_MARKER: I = METAL ROD
 EK0795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0795_STAMPING: L 209 1986
 EK0795_MARK LOGO: NGS
 EK0795_PROJECTION: FLUSH
 EK0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0795_ROD/PIPE-DEPTH: 4.0 meters
 EK0795
 EK0795  HISTORY     - Date     Condition        Report By
 EK0795  HISTORY     - 1986     MONUMENTED       NGS
 EK0795
 EK0795                          STATION DESCRIPTION
 EK0795
 EK0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0795'20.5 KM (12.75 MI) WEST FROM HUGO.
 EK0795'20.5 KM (12.75 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0795'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 23.1 M (75.8 FT) WEST OF
 EK0795'A UTILITY POLE, AND 14.3 M (46.9 FT) NORTH OF THE CENTERLINE OF THE
 EK0795'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EK0795'CAP.
 EK0795'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 EK0795'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0961 ***********************************************************************
 DN0961  DESIGNATION -  L 210
 DN0961  PID         -  DN0961
 DN0961  STATE/COUNTY-  OK/BRYAN
 DN0961  COUNTRY     -  US
 DN0961  USGS QUAD   -  DURANT SOUTH (2018)
 DN0961
 DN0961                         *CURRENT SURVEY CONTROL
 DN0961  ______________________________________________________________________
 DN0961* NAD 83(1993) POSITION- 33 56 31.90788(N) 096 23 56.96375(W)   ADJUSTED
 DN0961* NAD 83(1993) ELLIP HT-   181.598 (meters)        (11/28/94)   ADJUSTED
 DN0961* NAVD 88 ORTHO HEIGHT -   208.468 (meters)      683.95  (feet) ADJUSTED
 DN0961  ______________________________________________________________________
 DN0961  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 DN0961  NAD 83(1993) X  -   -590,372.518 (meters)                     COMP
 DN0961  NAD 83(1993) Y  - -5,263,989.071 (meters)                     COMP
 DN0961  NAD 83(1993) Z  -  3,541,230.648 (meters)                     COMP
 DN0961  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 DN0961  DYNAMIC HEIGHT  -        208.249 (meters)      683.23  (feet) COMP
 DN0961  MODELED GRAVITY -    979,582.3   (mgal)                       NAVD 88
 DN0961
 DN0961  HORZ ORDER      -  SECOND
 DN0961  VERT ORDER      -  FIRST     CLASS II
 DN0961  ELLP ORDER      -  FIFTH     CLASS I
 DN0961
 DN0961.This mark is at Eaker Field Airport (DUA)
 DN0961
 DN0961.The horizontal coordinates were established by GPS observations
 DN0961.and adjusted by the National Geodetic Survey in November 1994.
 DN0961
 DN0961.The orthometric height was determined by differential leveling and
 DN0961.adjusted by the NATIONAL GEODETIC SURVEY
 DN0961.in June 1991.
 DN0961
 DN0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0961.GEOID18 height accuracy estimate available here.
 DN0961
 DN0961.Click photographs - Photos may exist for this station.
 DN0961
 DN0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0961
 DN0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN0961
 DN0961.The ellipsoidal height was determined by GPS observations
 DN0961.and is referenced to NAD 83.
 DN0961
 DN0961.The dynamic height is computed by dividing the NAVD 88
 DN0961.geopotential number by the normal gravity value computed on the
 DN0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0961.degrees latitude (g = 980.6199 gals.).
 DN0961
 DN0961.The modeled gravity was interpolated from observed gravity values.
 DN0961
 DN0961. The following values were computed from the NAD 83(1993) position.
 DN0961
 DN0961;                    North         East     Units Scale Factor Converg.
 DN0961;SPC OK S     -    68,711.227   747,987.215   MT  0.99999827   +0 54 31.2
 DN0961;SPC OK S     -   225,430.08  2,454,021.39   sFT  0.99999827   +0 54 31.2
 DN0961;UTM  14      - 3,758,794.382   740,376.140   MT  1.00031235   +1 27 10.4
 DN0961
 DN0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0961!SPC OK S     -   0.99997149  x   0.99999827  =   0.99996976
 DN0961!UTM  14      -   0.99997149  x   1.00031235  =   1.00028383
 DN0961
 DN0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4037658794(NAD 83)
 DN0961
 DN0961|---------------------------------------------------------------------|
 DN0961| PID    Reference Object                     Distance      Geod. Az  |
 DN0961|                                                           dddmmss.s |
 DN0961| DN1458 DURAPORT                            331.286 METERS 03843     |
 DN0961|---------------------------------------------------------------------|
 DN0961
 DN0961                          SUPERSEDED SURVEY CONTROL
 DN0961
 DN0961  NAD 83(1986)-  33 56 31.91293(N)    096 23 56.95643(W) AD(       ) 2
 DN0961  NGVD 29             208.39   (m)          683.7    (f) LEVELING    3  
 DN0961  NGVD 29             208.50   (m)          684.1    (f) LEVELING    3  
 DN0961
 DN0961.Superseded values are not recommended for survey control.
 DN0961
 DN0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0961.See file dsdata.pdf to determine how the superseded data were derived.
 DN0961
 DN0961_MARKER: F = FLANGE-ENCASED ROD
 DN0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0961_STAMPING: L 210 1986
 DN0961_MARK LOGO: NGS
 DN0961_PROJECTION: RECESSED 15 CENTIMETERS
 DN0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0961+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2016
 DN0961_ROD/PIPE-DEPTH: 6.1 meters
 DN0961
 DN0961  HISTORY     - Date     Condition        Report By
 DN0961  HISTORY     - 1986     MONUMENTED       NGS
 DN0961  HISTORY     - 19890301 GOOD             NGS
 DN0961  HISTORY     - 19910323 GOOD             NGS
 DN0961  HISTORY     - 20070220 GOOD             AIRDAT
 DN0961  HISTORY     - 20160423 GOOD             GRWAS
 DN0961
 DN0961                          STATION DESCRIPTION
 DN0961
 DN0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0961'7.5 KM (4.65 MI) SW FROM DURANT.
 DN0961'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 DN0961'5.9 KM (3.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0961'FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, THENCE 1.6 KM
 DN0961'(1.0 MI) EASTERLY ALONG WALDRON DRIVE, AT THE WEST END OF A TRAFFIC
 DN0961'LOOP, 1.6 (5.2 FT) WEST OF THE WEST FACE OF THE LT. COMANDER JOHN C
 DN0961'WALDRON MONUMENT, 1.5 M (4.9 FT) EAST OF THE WEST EDGE OF THE LOOP,
 DN0961'0.8 M (2.6 FT) SOUTH OF THE SOUTHWEST END OF A GUARD RAIL, AND 0.8
 DN0961'(2.6 FT) NORTH OF THE NORTHWEST END OF A GUARD RAIL.  NOTE--ACCESS TO
 DN0961'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0961
 DN0961                          STATION RECOVERY (1989)
 DN0961
 DN0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DN0961'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 DN0961'FOLLOWS.
 DN0961'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) SOUTH OF DURANT, 3.3 KM
 DN0961'(2.05 MI) NORTHEAST OF CALERA, AND 2.0 KM (1.25 MI) WEST OF STATE
 DN0961'HIGHWAY 78, AT THE DURANT/EAKER FIELD AIRPORT.  OWNERSHIP--CITY OF
 DN0961'DURANT, MUNICIPAL BUILDING, 201 NORTH 3RD STREET, DURANT OK 74701.
 DN0961'PHONE (405) 924-7200.
 DN0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 69 AND 75
 DN0961'BUSINESS IN DURANT, GO SOUTHWEST ON HIGHWAYS 69 AND 75 BUSINESS FOR
 DN0961'5.9 KM (3.65 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 DN0961'EASTERLY ON WALDON ROAD FOR 1.7 KM (1.05 MI) TO A Y-FORK AND THE
 DN0961'STATION STRAIGHT AHEAD, AT THE WEST END OF A LOOP AND SMALL BEACON.
 DN0961'THE STATION IS A STANDARD NGS FLANGED ENCASED STAINLESS STEEL ROD WITH
 DN0961'LOGO CAP SET IN THE TOP OF A 5-INCH PVC PIPE CEMENTED INTO THE GROUND,
 DN0961'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP, AND IS FLUSH
 DN0961'WITH THE GROUND.  LOCATED 1.6 M (5.2 FT) WEST OF THE WEST FACE OF THE
 DN0961'LT. COMMANDER JOHN C. WALDON MONUMENT, 1.5 M (4.9 FT) EAST OF THE WEST
 DN0961'EDGE OF THE LOOP, 0.8 M (2.6 FT) SOUTH OF THE SOUTHWEST END OF A
 DN0961'GUARDRAIL, AND 0.8 M (2.6 FT) NORTH OF THE NORTHWEST END OF A
 DN0961'GUARDRAIL.
 DN0961'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 DN0961
 DN0961                          STATION RECOVERY (1991)
 DN0961
 DN0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DN0961'RECOVERED IN GOOD CONDITION.  ALSO, 4.0 MI (6.4 KM) SOUTH ALONG U.S.
 DN0961'HIGHWAYS 69 AND 75 FROM THE U.S. HIGHWAY 70 INTERCHANGE.  THEN 0.4 MI
 DN0961'(0.6 KM) EAST ALONG U.S. HIGHWAY 69 BUSINESS. THEN 1.1 MI (1.8 KM)
 DN0961'SOUTH ALONG WALDRON ROAD TO STATION.
 DN0961
 DN0961                          STATION RECOVERY (2007)
 DN0961
 DN0961'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 DN0961'RECOVERED AS DESCRIBED.
 DN0961
 DN0961                          STATION RECOVERY (2016)
 DN0961
 DN0961'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 DN0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0673 ***********************************************************************
 EL0673  DESIGNATION -  L 211
 EL0673  PID         -  EL0673
 EL0673  STATE/COUNTY-  OK/STEPHENS
 EL0673  COUNTRY     -  US
 EL0673  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0673
 EL0673                         *CURRENT SURVEY CONTROL
 EL0673  ______________________________________________________________________
 EL0673* NAD 83(1986) POSITION- 34 34 46.99   (N) 097 57 59.32   (W)   HD_HELD1
 EL0673* NAVD 88 ORTHO HEIGHT -   382.565 (meters)     1255.13  (feet) ADJUSTED
 EL0673  ______________________________________________________________________
 EL0673  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 EL0673  DYNAMIC HEIGHT  -        382.166 (meters)     1253.82  (feet) COMP
 EL0673  MODELED GRAVITY -    979,579.6   (mgal)                       NAVD 88
 EL0673
 EL0673  VERT ORDER      -  FIRST     CLASS II
 EL0673
 EL0673.The horizontal coordinates were determined by differentially corrected
 EL0673.hand held GPS observations or other comparable positioning techniques
 EL0673.and have an estimated accuracy of +/- 3 meters.
 EL0673
 EL0673.The orthometric height was determined by differential leveling and
 EL0673.adjusted by the NATIONAL GEODETIC SURVEY
 EL0673.in June 1991.
 EL0673
 EL0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0673.GEOID18 height accuracy estimate available here.
 EL0673
 EL0673.Click photographs - Photos may exist for this station.
 EL0673
 EL0673.The dynamic height is computed by dividing the NAVD 88
 EL0673.geopotential number by the normal gravity value computed on the
 EL0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0673.degrees latitude (g = 980.6199 gals.).
 EL0673
 EL0673.The modeled gravity was interpolated from observed gravity values.
 EL0673
 EL0673;                    North         East    Units  Estimated Accuracy
 EL0673;SPC OK S     -   138,253.7     603,075.6     MT  (+/- 3 meters HH1 GPS) 
 EL0673
 EL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9479226922(NAD 83)
 EL0673
 EL0673                          SUPERSEDED SURVEY CONTROL
 EL0673
 EL0673.No superseded survey control is available for this station.
 EL0673
 EL0673_MARKER: F = FLANGE-ENCASED ROD
 EL0673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0673+WITH SETTING: INFORMATION.
 EL0673_STAMPING: L 211 1986
 EL0673_MARK LOGO: NGS
 EL0673_PROJECTION: FLUSH
 EL0673_MAGNETIC: I = MARKER IS A STEEL ROD
 EL0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0673+STABILITY: SURFACE MOTION
 EL0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0673+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 EL0673_ROD/PIPE-DEPTH: 2.0 meters
 EL0673
 EL0673  HISTORY     - Date     Condition        Report By
 EL0673  HISTORY     - 1986     MONUMENTED       NGS
 EL0673  HISTORY     - 19940225 GOOD             NGS
 EL0673  HISTORY     - 20250730 GOOD             WHE
 EL0673
 EL0673                          STATION DESCRIPTION
 EL0673
 EL0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0673'11.0 KM (6.85 MI) NORTH FROM DUNCAN.
 EL0673'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 EL0673'11.0 KM (6.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0673'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 29.3
 EL0673'M (96.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 EL0673'HIGHWAY, 9.5 M (31.2 FT) SOUTH OF THE CENTER OF GATLIN ROAD, AND 0.9 M
 EL0673'(3.0 FT) WEST-SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 EL0673'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0673'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 EL0673
 EL0673                          STATION RECOVERY (1994)
 EL0673
 EL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0673'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EL0673'OFFICE IN DUNCAN, THENCE 8.7 KM (5.40 MI) NORTHERLY ALONG U.S.
 EL0673'HIGHWAY 81, A METAL ROD DRIVEN 2.0 METERS AND FLUSH WITH THE
 EL0673'GROUND, 29.3 M (96.1 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF
 EL0673'THE NORTHBOUND LANES OF THE HIGHWAY, 9.5 M (31.2 FT) SOUTH OF THE
 EL0673'CENTER OF GATLIN ROAD, 5.3 M (17.4 FT) EAST OF A FENCE CORNER, 0.8 M
 EL0673'(2.6 FT) WEST OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX
 EL0673'NUMBER 102 3476, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND
 EL0673'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EL0673'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 EL0673
 EL0673                          STATION RECOVERY (2025)
 EL0673
 EL0673'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0627 ***********************************************************************
 EL0627  DESIGNATION -  L 212
 EL0627  PID         -  EL0627
 EL0627  STATE/COUNTY-  OK/BRYAN
 EL0627  COUNTRY     -  US
 EL0627  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0627
 EL0627                         *CURRENT SURVEY CONTROL
 EL0627  ______________________________________________________________________
 EL0627* NAD 83(1986) POSITION- 34 00 30.8    (N) 096 05 41.6    (W)   HD_HELD2
 EL0627* NAVD 88 ORTHO HEIGHT -   190.624 (meters)      625.41  (feet) ADJUSTED
 EL0627  ______________________________________________________________________
 EL0627  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 EL0627  DYNAMIC HEIGHT  -        190.429 (meters)      624.77  (feet) COMP
 EL0627  MODELED GRAVITY -    979,610.4   (mgal)                       NAVD 88
 EL0627
 EL0627  VERT ORDER      -  FIRST     CLASS II
 EL0627
 EL0627.The horizontal coordinates were established by autonomous hand held GPS
 EL0627.observations and have an estimated accuracy of +/- 10 meters.
 EL0627
 EL0627.The orthometric height was determined by differential leveling and
 EL0627.adjusted by the NATIONAL GEODETIC SURVEY
 EL0627.in June 1991.
 EL0627
 EL0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0627.GEOID18 height accuracy estimate available here.
 EL0627
 EL0627.Click photographs - Photos may exist for this station.
 EL0627
 EL0627.The dynamic height is computed by dividing the NAVD 88
 EL0627.geopotential number by the normal gravity value computed on the
 EL0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0627.degrees latitude (g = 980.6199 gals.).
 EL0627
 EL0627.The modeled gravity was interpolated from observed gravity values.
 EL0627
 EL0627;                    North         East    Units  Estimated Accuracy
 EL0627;SPC OK S     -    76,559.      775,973.      MT  (+/- 10 meters HH2 GPS)
 EL0627
 EL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6829766910(NAD 83)
 EL0627
 EL0627                          SUPERSEDED SURVEY CONTROL
 EL0627
 EL0627.No superseded survey control is available for this station.
 EL0627
 EL0627_MARKER: I = METAL ROD
 EL0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0627_STAMPING: L 212 1986
 EL0627_MARK LOGO: NGS
 EL0627_PROJECTION: FLUSH
 EL0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0627_ROD/PIPE-DEPTH: 3.2 meters
 EL0627
 EL0627  HISTORY     - Date     Condition        Report By
 EL0627  HISTORY     - 1986     MONUMENTED       NGS
 EL0627
 EL0627                          STATION DESCRIPTION
 EL0627
 EL0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0627'28.0 KM (17.4 MI) EAST FROM DURANT.
 EL0627'28.0 KM (17.4 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0627'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 27.5 M (90.2 FT) NORTH
 EL0627'OF THE CENTERLINE OF THE HIGHWAY, 14.6 M (47.9 FT) WEST OF THE CENTER
 EL0627'OF A GRAVELED ROAD, AND 4.4 M (14.4 FT) WEST OF A UTILITY POLE AND
 EL0627'UNDERGROUND CABLE JUNCTION BOX.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0627'THROUGH A 5-INCH LOGO CAP.
 EL0627'THE MARK IS 0.1 METERS  S FROM  A WITNESS POST AND FENCE
 EL0627'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0640 ***********************************************************************
 EL0640  DESIGNATION -  L 213
 EL0640  PID         -  EL0640
 EL0640  STATE/COUNTY-  OK/JEFFERSON
 EL0640  COUNTRY     -  US
 EL0640  USGS QUAD   -  RYAN (2019)
 EL0640
 EL0640                         *CURRENT SURVEY CONTROL
 EL0640  ______________________________________________________________________
 EL0640* NAD 83(1986) POSITION- 34 05 44.     (N) 097 57 30.     (W)   SCALED
 EL0640* NAVD 88 ORTHO HEIGHT -   261.842 (meters)      859.06  (feet) ADJUSTED
 EL0640  ______________________________________________________________________
 EL0640  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 EL0640  DYNAMIC HEIGHT  -        261.574 (meters)      858.18  (feet) COMP
 EL0640  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 EL0640
 EL0640  VERT ORDER      -  FIRST     CLASS II
 EL0640
 EL0640.The horizontal coordinates were scaled from a map and have
 EL0640.an estimated accuracy of +/- 6 seconds.
 EL0640
 EL0640.The orthometric height was determined by differential leveling and
 EL0640.adjusted by the NATIONAL GEODETIC SURVEY
 EL0640.in June 1991.
 EL0640
 EL0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0640.GEOID18 height accuracy estimate available here.
 EL0640
 EL0640.Click photographs - Photos may exist for this station.
 EL0640
 EL0640.The dynamic height is computed by dividing the NAVD 88
 EL0640.geopotential number by the normal gravity value computed on the
 EL0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0640.degrees latitude (g = 980.6199 gals.).
 EL0640
 EL0640.The modeled gravity was interpolated from observed gravity values.
 EL0640
 EL0640;                    North         East    Units  Estimated Accuracy
 EL0640;SPC OK S     -    84,550.      603,850.      MT  (+/- 180 meters Scaled)
 EL0640
 EL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC960732(NAD 83)
 EL0640
 EL0640                          SUPERSEDED SURVEY CONTROL
 EL0640
 EL0640.No superseded survey control is available for this station.
 EL0640
 EL0640_MARKER: DV = VERTICAL CONTROL DISK
 EL0640_SETTING: 66 = SET IN ROCK OUTCROP
 EL0640_STAMPING: L 213 1986
 EL0640_MARK LOGO: NGS
 EL0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0640+STABILITY: POSITION/ELEVATION WELL
 EL0640
 EL0640  HISTORY     - Date     Condition        Report By
 EL0640  HISTORY     - 1986     MONUMENTED       NGS
 EL0640
 EL0640                          STATION DESCRIPTION
 EL0640
 EL0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0640'7.5 KM (4.65 MI) SOUTH FROM WAURIKA.
 EL0640'7.5 KM (4.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0640'WITH U.S. HIGHWAY 70 IN WAURIKA, IN A 2 BY 3 FOOT EXPOSED AREA OF
 EL0640'OUTCROPPING BEDROCK, 19.5 M (64.0 FT) EAST OF THE CENTERLINE OF THE
 EL0640'HIGHWAY, 14.4 M (47.2 FT) SOUTH OF THE CENTER OF A SMALL DRY WASH,
 EL0640'10.9 M (35.8 FT) NORTH OF A UTILITY POLE, AND 3.5 M (11.5 FT) WEST OF
 EL0640'A FENCE.
 EL0640'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 EL0640'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0778 ***********************************************************************
 FJ0778  DESIGNATION -  L 214
 FJ0778  PID         -  FJ0778
 FJ0778  STATE/COUNTY-  OK/GRADY
 FJ0778  COUNTRY     -  US
 FJ0778  USGS QUAD   -  CHICKASHA (2018)
 FJ0778
 FJ0778                         *CURRENT SURVEY CONTROL
 FJ0778  ______________________________________________________________________
 FJ0778* NAD 83(1986) POSITION- 35 00 51.19   (N) 097 56 06.61   (W)   HD_HELD1
 FJ0778* NAVD 88 ORTHO HEIGHT -   355.329 (meters)     1165.78  (feet) ADJUSTED
 FJ0778  ______________________________________________________________________
 FJ0778  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 FJ0778  DYNAMIC HEIGHT  -        354.978 (meters)     1164.62  (feet) COMP
 FJ0778  MODELED GRAVITY -    979,637.9   (mgal)                       NAVD 88
 FJ0778
 FJ0778  VERT ORDER      -  FIRST     CLASS II
 FJ0778
 FJ0778.The horizontal coordinates were determined by differentially corrected
 FJ0778.hand held GPS observations or other comparable positioning techniques
 FJ0778.and have an estimated accuracy of +/- 3 meters.
 FJ0778
 FJ0778.The orthometric height was determined by differential leveling and
 FJ0778.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0778.in June 1991.
 FJ0778
 FJ0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0778.GEOID18 height accuracy estimate available here.
 FJ0778
 FJ0778.Click photographs - Photos may exist for this station.
 FJ0778
 FJ0778.The dynamic height is computed by dividing the NAVD 88
 FJ0778.geopotential number by the normal gravity value computed on the
 FJ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0778.degrees latitude (g = 980.6199 gals.).
 FJ0778
 FJ0778.The modeled gravity was interpolated from observed gravity values.
 FJ0778
 FJ0778;                    North         East    Units  Estimated Accuracy
 FJ0778;SPC OK S     -   186,454.6     605,917.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0778
 FJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9715275137(NAD 83)
 FJ0778
 FJ0778                          SUPERSEDED SURVEY CONTROL
 FJ0778
 FJ0778.No superseded survey control is available for this station.
 FJ0778
 FJ0778_MARKER: F = FLANGE-ENCASED ROD
 FJ0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0778_STAMPING: L 214 1986
 FJ0778_MARK LOGO: NGS
 FJ0778_PROJECTION: RECESSED 5 CENTIMETERS
 FJ0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0778+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 FJ0778_ROD/PIPE-DEPTH: 12.9 meters
 FJ0778
 FJ0778  HISTORY     - Date     Condition        Report By
 FJ0778  HISTORY     - 1986     MONUMENTED       NGS
 FJ0778  HISTORY     - 20141212 GOOD             JCLS
 FJ0778  HISTORY     - 20211017 GOOD             FUGRO
 FJ0778  HISTORY     - 20241112 GOOD             WHE
 FJ0778
 FJ0778                          STATION DESCRIPTION
 FJ0778
 FJ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0778'4.3 KM (2.7 MI) SOUTH FROM CHICKASHA.
 FJ0778'4.3 KM (2.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0778'BUILDING IN CHICKASHA, 94.0 M (308.4 FT) SOUTH OF THE CENTER OF
 FJ0778'COUNTRY CLUB ROAD, 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF THE
 FJ0778'SOUTH BOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT) WEST OF THE WEST
 FJ0778'CURB OF A SERVICE ROAD, 0.7 M (2.3 FT) EAST OF A FENCE, AND 0.7 M (2.3
 FJ0778'FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 FJ0778'THROUGH A 5-INCH LOGO CAP.
 FJ0778'THE MARK IS 0.8 METERS  NE FROM  A WITNESS POST
 FJ0778'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 FJ0778
 FJ0778                          STATION RECOVERY (2014)
 FJ0778
 FJ0778'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 FJ0778'RECOVERED IN GOOD CONDITION.
 FJ0778
 FJ0778                          STATION RECOVERY (2021)
 FJ0778
 FJ0778'RECOVERY NOTE BY FUGRO 2021 (MRY)
 FJ0778'RECOVERED IN GOOD CONDITION.
 FJ0778
 FJ0778                          STATION RECOVERY (2024)
 FJ0778
 FJ0778'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 FJ0778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0808 ***********************************************************************
 FJ0808  DESIGNATION -  L 215
 FJ0808  PID         -  FJ0808
 FJ0808  STATE/COUNTY-  OK/CANADIAN
 FJ0808  COUNTRY     -  US
 FJ0808  USGS QUAD   -  EL RENO (2018)
 FJ0808
 FJ0808                         *CURRENT SURVEY CONTROL
 FJ0808  ______________________________________________________________________
 FJ0808* NAD 83(1986) POSITION- 35 30 54.     (N) 097 57 17.     (W)   SCALED
 FJ0808* NAVD 88 ORTHO HEIGHT -   413.791 (meters)     1357.58  (feet) ADJUSTED
 FJ0808  ______________________________________________________________________
 FJ0808  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0808  DYNAMIC HEIGHT  -        413.386 (meters)     1356.25  (feet) COMP
 FJ0808  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 FJ0808
 FJ0808  VERT ORDER      -  FIRST     CLASS II
 FJ0808
 FJ0808.The horizontal coordinates were scaled from a map and have
 FJ0808.an estimated accuracy of +/- 6 seconds.
 FJ0808
 FJ0808.The orthometric height was determined by differential leveling and
 FJ0808.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0808.in June 1991.
 FJ0808
 FJ0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0808.GEOID18 height accuracy estimate available here.
 FJ0808
 FJ0808.Click photographs - Photos may exist for this station.
 FJ0808
 FJ0808.The dynamic height is computed by dividing the NAVD 88
 FJ0808.geopotential number by the normal gravity value computed on the
 FJ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0808.degrees latitude (g = 980.6199 gals.).
 FJ0808
 FJ0808.The modeled gravity was interpolated from observed gravity values.
 FJ0808
 FJ0808;                    North         East    Units  Estimated Accuracy
 FJ0808;SPC OK N     -    57,140.      604,110.      MT  (+/- 180 meters Scaled)
 FJ0808
 FJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE947306(NAD 83)
 FJ0808
 FJ0808                          SUPERSEDED SURVEY CONTROL
 FJ0808
 FJ0808.No superseded survey control is available for this station.
 FJ0808
 FJ0808_MARKER: I = METAL ROD
 FJ0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0808_STAMPING: L 215 1986
 FJ0808_MARK LOGO: NGS
 FJ0808_PROJECTION: FLUSH
 FJ0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0808+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 FJ0808_ROD/PIPE-DEPTH: 8.4 meters
 FJ0808
 FJ0808  HISTORY     - Date     Condition        Report By
 FJ0808  HISTORY     - 1986     MONUMENTED       NGS
 FJ0808  HISTORY     - 1989     GOOD             USPSQD
 FJ0808  HISTORY     - 20040715 GOOD             USPSQD
 FJ0808
 FJ0808                          STATION DESCRIPTION
 FJ0808
 FJ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0808'IN EL RENO.
 FJ0808'IN EL RENO, AT THE INTERSECTION OF SOUTH CHOCTAW AND CHEROKEE STREETS,
 FJ0808'26.3 M (86.3 FT) NORTH OF THE EXTENDED CENTER OF CHEROKEE STREET,
 FJ0808'17.8 M (58.4 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, 10.5 M
 FJ0808'(34.4 FT) NORTH OF A FENCE CORNER, AND 9.1 M (29.9 FT) EAST OF THE
 FJ0808'CENTER OF CHOCTAW STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 FJ0808'A 5-INCH LOGO CAP.
 FJ0808'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST AND FENCE
 FJ0808'THE MARK IS 0.3 M BELOW CHOCTAW STREET.
 FJ0808
 FJ0808                          STATION RECOVERY (1989)
 FJ0808
 FJ0808'RECOVERY NOTE BY US POWER SQUADRON 1989 (CSF)
 FJ0808'RECOVERED IN GOOD CONDITION.
 FJ0808
 FJ0808                          STATION RECOVERY (2004)
 FJ0808
 FJ0808'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0653 ***********************************************************************
 FK0653  DESIGNATION -  L 216
 FK0653  PID         -  FK0653
 FK0653  STATE/COUNTY-  OK/CADDO
 FK0653  COUNTRY     -  US
 FK0653  USGS QUAD   -  COGAR (2018)
 FK0653
 FK0653                         *CURRENT SURVEY CONTROL
 FK0653  ______________________________________________________________________
 FK0653* NAD 83(1986) POSITION- 35 20 02.06   (N) 098 08 58.78   (W)   HD_HELD1
 FK0653* NAVD 88 ORTHO HEIGHT -   451.069 (meters)     1479.88  (feet) ADJUSTED
 FK0653  ______________________________________________________________________
 FK0653  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FK0653  DYNAMIC HEIGHT  -        450.616 (meters)     1478.40  (feet) COMP
 FK0653  MODELED GRAVITY -    979,615.1   (mgal)                       NAVD 88
 FK0653
 FK0653  VERT ORDER      -  FIRST     CLASS II
 FK0653
 FK0653.The horizontal coordinates were determined by differentially corrected
 FK0653.hand held GPS observations or other comparable positioning techniques
 FK0653.and have an estimated accuracy of +/- 3 meters.
 FK0653
 FK0653.The orthometric height was determined by differential leveling and
 FK0653.adjusted by the NATIONAL GEODETIC SURVEY
 FK0653.in August 1994.
 FK0653
 FK0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0653.GEOID18 height accuracy estimate available here.
 FK0653
 FK0653.Click photographs - Photos may exist for this station.
 FK0653
 FK0653.The dynamic height is computed by dividing the NAVD 88
 FK0653.geopotential number by the normal gravity value computed on the
 FK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0653.degrees latitude (g = 980.6199 gals.).
 FK0653
 FK0653.The modeled gravity was interpolated from observed gravity values.
 FK0653
 FK0653;                    North         East    Units  Estimated Accuracy
 FK0653;SPC OK S     -   221,929.6     586,393.2     MT  (+/- 3 meters HH1 GPS) 
 FK0653
 FK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7727910404(NAD 83)
 FK0653
 FK0653                          SUPERSEDED SURVEY CONTROL
 FK0653
 FK0653.No superseded survey control is available for this station.
 FK0653
 FK0653_MARKER: I = METAL ROD
 FK0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FK0653_STAMPING: L 216 1994
 FK0653_MARK LOGO: NGS
 FK0653_PROJECTION: FLUSH
 FK0653_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0653+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0653_ROD/PIPE-DEPTH: 21.6 meters
 FK0653
 FK0653  HISTORY     - Date     Condition        Report By
 FK0653  HISTORY     - 1994     MONUMENTED       NGS
 FK0653
 FK0653                          STATION DESCRIPTION
 FK0653
 FK0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0653'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0653'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0653'THENCE 19.0 KM (11.80 MI) WESTERLY ALONG STATE HIGHWAY 152, 100.0 M
 FK0653'(328.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 14.2 M (46.6 FT)
 FK0653'SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) EAST OF A UTILITY
 FK0653'POLE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M
 FK0653'(1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 FK0653'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1096 ***********************************************************************
 EM1096  DESIGNATION -  L 217
 EM1096  PID         -  EM1096
 EM1096  STATE/COUNTY-  OK/STEPHENS
 EM1096  COUNTRY     -  US
 EM1096  USGS QUAD   -  NELLIE (2018)
 EM1096
 EM1096                         *CURRENT SURVEY CONTROL
 EM1096  ______________________________________________________________________
 EM1096* NAD 83(1986) POSITION- 34 35 42.     (N) 098 02 13.     (W)   SCALED
 EM1096* NAVD 88 ORTHO HEIGHT -   336.498 (meters)     1103.99  (feet) ADJUSTED
 EM1096  ______________________________________________________________________
 EM1096  GEOID HEIGHT    -        -25.947 (meters)                     GEOID18
 EM1096  DYNAMIC HEIGHT  -        336.149 (meters)     1102.85  (feet) COMP
 EM1096  MODELED GRAVITY -    979,591.0   (mgal)                       NAVD 88
 EM1096
 EM1096  VERT ORDER      -  FIRST     CLASS II
 EM1096
 EM1096.The horizontal coordinates were scaled from a map and have
 EM1096.an estimated accuracy of +/- 6 seconds.
 EM1096
 EM1096.The orthometric height was determined by differential leveling and
 EM1096.adjusted by the NATIONAL GEODETIC SURVEY
 EM1096.in August 1994.
 EM1096
 EM1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1096.GEOID18 height accuracy estimate available here.
 EM1096
 EM1096.Click photographs - Photos may exist for this station.
 EM1096
 EM1096.The dynamic height is computed by dividing the NAVD 88
 EM1096.geopotential number by the normal gravity value computed on the
 EM1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM1096.degrees latitude (g = 980.6199 gals.).
 EM1096
 EM1096.The modeled gravity was interpolated from observed gravity values.
 EM1096
 EM1096;                    North         East    Units  Estimated Accuracy
 EM1096;SPC OK S     -   139,950.      596,610.      MT  (+/- 180 meters Scaled)
 EM1096
 EM1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND883285(NAD 83)
 EM1096
 EM1096                          SUPERSEDED SURVEY CONTROL
 EM1096
 EM1096.No superseded survey control is available for this station.
 EM1096
 EM1096_MARKER: I = METAL ROD
 EM1096_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EM1096+WITH SETTING: INFORMATION.
 EM1096_STAMPING: L 217 1994
 EM1096_MARK LOGO: NGS
 EM1096_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1096+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EM1096
 EM1096  HISTORY     - Date     Condition        Report By
 EM1096  HISTORY     - 1994     MONUMENTED       NGS
 EM1096
 EM1096                          STATION DESCRIPTION
 EM1096
 EM1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EM1096'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EM1096'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EM1096'HIGHWAY 81, THENCE 6.4 KM (3.95 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EM1096'A METAL ROD DRIVEN 2.4 METERS AND FLUSH WITH THE GROUND,
 EM1096'99.8 M (327.4 FT) NORTH OF THE HIGHWAY CENTERLINE (WILL BE THE
 EM1096'EASTBOUND LANES WHEN CONSTRUCTION IS COMPLETED), 10.2 M (33.5 FT)
 EM1096'NORTH OF THE CENTER OF A GATE, 8.7 M (28.5 FT) EAST OF THE CENTER OF A
 EM1096'PAVED ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M
 EM1096'(1.6 FT) NORTHWEST OF A Y-FENCE CORNER, AND 0.3 M (1.0 FT) WEST OF A
 EM1096'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 EM1096'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1370 ***********************************************************************
 FJ1370  DESIGNATION -  L 218
 FJ1370  PID         -  FJ1370
 FJ1370  STATE/COUNTY-  OK/OKLAHOMA
 FJ1370  COUNTRY     -  US
 FJ1370  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1370
 FJ1370                         *CURRENT SURVEY CONTROL
 FJ1370  ______________________________________________________________________
 FJ1370* NAD 83(2011) POSITION- 35 23 32.46323(N) 097 36 24.41045(W)   ADJUSTED
 FJ1370* NAD 83(2011) ELLIP HT-   361.697 (meters)        (06/27/12)   ADJUSTED
 FJ1370* NAD 83(2011) EPOCH   -  2010.00
 FJ1370* NAVD 88 ORTHO HEIGHT -   388.560 (meters)     1274.80  (feet) ADJUSTED
 FJ1370  ______________________________________________________________________
 FJ1370  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 FJ1370  NAD 83(2011) X  -   -689,088.818 (meters)                     COMP
 FJ1370  NAD 83(2011) Y  - -5,159,822.387 (meters)                     COMP
 FJ1370  NAD 83(2011) Z  -  3,673,647.536 (meters)                     COMP
 FJ1370  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 FJ1370  DYNAMIC HEIGHT  -        388.184 (meters)     1273.57  (feet) COMP
 FJ1370  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 FJ1370
 FJ1370  VERT ORDER      -  FIRST     CLASS II
 FJ1370
 FJ1370  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1370  Standards:
 FJ1370         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1370            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1370  -------------------------------------------------------------------
 FJ1370  NETWORK    1.39   2.08           0.63   0.49   1.06      0.03587639
 FJ1370  -------------------------------------------------------------------
 FJ1370  Click here for local accuracies and other accuracy information.
 FJ1370
 FJ1370.This mark is at Will Rogers World Airport (OKC)
 FJ1370
 FJ1370.The horizontal coordinates were established by GPS observations
 FJ1370.and adjusted by the National Geodetic Survey in June 2012.
 FJ1370
 FJ1370.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1370.been affixed to the stable North American tectonic plate. See 
 FJ1370.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1370
 FJ1370.The horizontal coordinates are valid at the epoch date displayed above
 FJ1370.which is a decimal equivalence of Year/Month/Day.
 FJ1370
 FJ1370.The orthometric height was determined by differential leveling and
 FJ1370.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1370.in August 1994.
 FJ1370
 FJ1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1370.GEOID18 height accuracy estimate available here.
 FJ1370
 FJ1370.Click photographs - Photos may exist for this station.
 FJ1370
 FJ1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1370
 FJ1370.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1370
 FJ1370.The ellipsoidal height was determined by GPS observations
 FJ1370.and is referenced to NAD 83.
 FJ1370
 FJ1370.The dynamic height is computed by dividing the NAVD 88
 FJ1370.geopotential number by the normal gravity value computed on the
 FJ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1370.degrees latitude (g = 980.6199 gals.).
 FJ1370
 FJ1370.The modeled gravity was interpolated from observed gravity values.
 FJ1370
 FJ1370. The following values were computed from the NAD 83(2011) position.
 FJ1370
 FJ1370;                    North         East     Units Scale Factor Converg.
 FJ1370;SPC OK N     -    43,605.301   635,725.282   MT  1.00003621   +0 13 55.4
 FJ1370;SPC OK N     -   143,061.73  2,085,708.70   sFT  1.00003621   +0 13 55.4
 FJ1370;UTM  14      - 3,917,445.767   626,527.878   MT  0.99979729   +0 48 25.3
 FJ1370
 FJ1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1370!SPC OK N     -   0.99994323  x   1.00003621  =   0.99997944
 FJ1370!UTM  14      -   0.99994323  x   0.99979729  =   0.99974053
 FJ1370
 FJ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2652717445(NAD 83)
 FJ1370
 FJ1370                          SUPERSEDED SURVEY CONTROL
 FJ1370
 FJ1370  NAD 83(2007)-  35 23 32.46326(N)    097 36 24.41102(W) AD(2002.00) 0
 FJ1370  ELLIP H (02/10/07)  361.710  (m)                       GP(2002.00)    
 FJ1370  ELLIP H (03/06/01)  361.714  (m)                       GP(       ) 4 1
 FJ1370  ELLIP H (08/21/98)  361.750  (m)                       GP(       ) 4 1
 FJ1370  NAD 83(1993)-  35 23 32.46286(N)    097 36 24.41115(W) AD(       ) A
 FJ1370  ELLIP H (05/12/95)  361.840  (m)                       GP(       ) 1 1
 FJ1370  NAVD 88             388.56   (m)         1274.8    (f) LEVELING    3  
 FJ1370
 FJ1370.Superseded values are not recommended for survey control.
 FJ1370
 FJ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1370.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1370
 FJ1370_MARKER: I = METAL ROD
 FJ1370_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1370_STAMPING: L 218 1994
 FJ1370_MARK LOGO: NGS
 FJ1370_PROJECTION: FLUSH
 FJ1370_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1370+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 FJ1370_ROD/PIPE-DEPTH: 3.1 meters
 FJ1370_SLEEVE-DEPTH  : 0.9 meters
 FJ1370
 FJ1370  HISTORY     - Date     Condition        Report By
 FJ1370  HISTORY     - 1994     MONUMENTED       NGS
 FJ1370  HISTORY     - 19950301 GOOD             NGS
 FJ1370  HISTORY     - 20100624 GOOD             NGS
 FJ1370  HISTORY     - 20220919 MARK NOT FOUND   OKDOT
 FJ1370
 FJ1370                          STATION DESCRIPTION
 FJ1370
 FJ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1370'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1370'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 8.1 KM (5.05 MI) SOUTHERLY
 FJ1370'ALONG MACARTHUR BOULEVARD, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG A
 FJ1370'GRAVELED ROAD PASSING THROUGH WILL ROGERS WORLD AIRPORT GATE 33,
 FJ1370'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A TAXIWAY, THENCE 0.6 KM
 FJ1370'(0.35 MI) EASTERLY ALONG TAXIWAY G, 97.2 M (318.9 FT) WEST OF THE
 FJ1370'CENTERLINE OF RUNWAY 17R-35L, 53.1 M (174.2 FT) SOUTHWEST OF THE
 FJ1370'CENTERLINE OF TAXIWAY L, 23.9 M (78.4 FT) WEST OF THE SOUTH END OF
 FJ1370'SIGN NUMBER G29 (G 17R-35L) , 21.4 M (70.2 FT) NORTH OF THE
 FJ1370'CENTERLINE OF TAXIWAY G, 6.9 M (22.6 FT) NORTH OF RUNWAY LIGHT NUMBER
 FJ1370'911, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF TAXIWAY L.  NOTE--THE MARK
 FJ1370'IS ON PROPERTY OWNED BY THE CITY OF OKLAHOMA CITY, DEPARTMENT OF
 FJ1370'AIRPORTS, OPERATIONS DIVISION, 7100 TERMINAL DRIVE, BOX 937, OKLAHOMA
 FJ1370'CITY, OK 73159-0937, TELEPHONE NUMBER (405) 682-2151.  ACCESS TO THE
 FJ1370'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 FJ1370'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 FJ1370
 FJ1370                          STATION RECOVERY (1995)
 FJ1370
 FJ1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAS)
 FJ1370'THE GRAVEL ROAD LEADING TO GATE 33 IS NOW PAVED AND IS THE ENTRANCE TO
 FJ1370'THE FEDERAL TRANSFER CENTER.  CONTACT THE OPERATIONS OFFICER ON DUTY
 FJ1370'TO GAIN ACCESS TO THIS MONUMENT AT DEPARTMENT OF AIRPORTS, 7100
 FJ1370'TERMINAL DR BOX 937, OKLAHOMA CITY, OK 73159-0937, PHONE 405-680-3287,
 FJ1370'MOBILE PHONE 620-8337, PAGER 620-8337, FAX 405-680-3289.
 FJ1370
 FJ1370                          STATION RECOVERY (2010)
 FJ1370
 FJ1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 FJ1370'MARK IS 7.3 M (23.9 FT) WEST OF THE SOUTH END OF RUNWAY SIGN G 17R-35L
 FJ1370'AND 1 FT LOWER THAN TAXIWAY G. OLD TAXIWAY L HAS BEEN REMOVED. TOP OF
 FJ1370'MARK IS FLUSH WITH THE GROUND
 FJ1370
 FJ1370                          STATION RECOVERY (2022)
 FJ1370
 FJ1370'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ1370'NOT RECOVERED.  NO ACCESS GRANTED TO AIRPORT PROPERTY DUE TO SECURITY
 FJ1370'CONCERNS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1271 ***********************************************************************
 FH1271  DESIGNATION -  L 219
 FH1271  PID         -  FH1271
 FH1271  STATE/COUNTY-  OK/TULSA
 FH1271  COUNTRY     -  US
 FH1271  USGS QUAD   -  BIXBY (2018)
 FH1271
 FH1271                         *CURRENT SURVEY CONTROL
 FH1271  ______________________________________________________________________
 FH1271* NAD 83(1986) POSITION- 35 54 05.31   (N) 095 53 11.52   (W)   HD_HELD1
 FH1271* NAVD 88 ORTHO HEIGHT -   189.547 (meters)      621.87  (feet) ADJUSTED
 FH1271  ______________________________________________________________________
 FH1271  GEOID HEIGHT    -        -29.085 (meters)                     GEOID18
 FH1271  DYNAMIC HEIGHT  -        189.377 (meters)      621.31  (feet) COMP
 FH1271  MODELED GRAVITY -    979,734.8   (mgal)                       NAVD 88
 FH1271
 FH1271  VERT ORDER      -  FIRST     CLASS II
 FH1271
 FH1271.The horizontal coordinates were determined by differentially corrected
 FH1271.hand held GPS observations or other comparable positioning techniques
 FH1271.and have an estimated accuracy of +/- 3 meters.
 FH1271
 FH1271.The orthometric height was determined by differential leveling and
 FH1271.adjusted by the NATIONAL GEODETIC SURVEY
 FH1271.in August 1994.
 FH1271
 FH1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1271.GEOID18 height accuracy estimate available here.
 FH1271
 FH1271.Click photographs - Photos may exist for this station.
 FH1271
 FH1271.The dynamic height is computed by dividing the NAVD 88
 FH1271.geopotential number by the normal gravity value computed on the
 FH1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1271.degrees latitude (g = 980.6199 gals.).
 FH1271
 FH1271.The modeled gravity was interpolated from observed gravity values.
 FH1271
 FH1271;                    North         East    Units  Estimated Accuracy
 FH1271;SPC OK N     -   102,097.5     790,771.3     MT  (+/- 3 meters HH1 GPS) 
 FH1271
 FH1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3948576870(NAD 83)
 FH1271
 FH1271                          SUPERSEDED SURVEY CONTROL
 FH1271
 FH1271.No superseded survey control is available for this station.
 FH1271
 FH1271_MARKER: F = FLANGE-ENCASED ROD
 FH1271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1271+WITH SETTING: INFORMATION.
 FH1271_STAMPING: L 219 1994
 FH1271_MARK LOGO: NGS
 FH1271_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1271+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2010
 FH1271
 FH1271  HISTORY     - Date     Condition        Report By
 FH1271  HISTORY     - 1994     MONUMENTED       NGS
 FH1271  HISTORY     - 20100618 GOOD             AIRDAT
 FH1271
 FH1271                          STATION DESCRIPTION
 FH1271
 FH1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1271'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1271'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1271'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1271'A METAL ROD DRIVEN 1.6 METERS AND FLUSH WITH THE GROUND,
 FH1271'44.7 M (146.7 FT) SOUTH OF A UTILITY POLE WITH A TRANSFORMER AND
 FH1271'ELECTRIC METER, 18.4 M (60.4 FT) SOUTHEAST OF THE STREET CENTERLINE,
 FH1271'4.4 M (14.4 FT) NORTH OF A T-FENCE CORNER, 1.4 M (4.6 FT) BELOW THE
 FH1271'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND
 FH1271'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1271'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FH1271
 FH1271                          STATION RECOVERY (2010)
 FH1271
 FH1271'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 FH1271'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9277 ***********************************************************************
 AC9277  DESIGNATION -  L 220
 AC9277  PID         -  AC9277
 AC9277  STATE/COUNTY-  OK/SEQUOYAH
 AC9277  COUNTRY     -  US
 AC9277  USGS QUAD   -  SALLISAW (2019)
 AC9277
 AC9277                         *CURRENT SURVEY CONTROL
 AC9277  ______________________________________________________________________
 AC9277* NAD 83(1986) POSITION- 35 24 18.     (N) 094 48 47.     (W)   SCALED
 AC9277* NAVD 88 ORTHO HEIGHT -   198.250 (meters)      650.43  (feet) ADJUSTED
 AC9277  ______________________________________________________________________
 AC9277  GEOID HEIGHT    -        -30.186 (meters)                     GEOID18
 AC9277  DYNAMIC HEIGHT  -        198.064 (meters)      649.82  (feet) COMP
 AC9277  MODELED GRAVITY -    979,691.3   (mgal)                       NAVD 88
 AC9277
 AC9277  VERT ORDER      -  FIRST     CLASS II
 AC9277
 AC9277.The horizontal coordinates were scaled from a map and have
 AC9277.an estimated accuracy of +/- 6 seconds.
 AC9277
 AC9277.The orthometric height was determined by differential leveling and
 AC9277.adjusted by the NATIONAL GEODETIC SURVEY
 AC9277.in July 2002.
 AC9277
 AC9277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9277.GEOID18 height accuracy estimate available here.
 AC9277
 AC9277.Click photographs - Photos may exist for this station.
 AC9277
 AC9277.The dynamic height is computed by dividing the NAVD 88
 AC9277.geopotential number by the normal gravity value computed on the
 AC9277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9277.degrees latitude (g = 980.6199 gals.).
 AC9277
 AC9277.The modeled gravity was interpolated from observed gravity values.
 AC9277
 AC9277;                    North         East    Units  Estimated Accuracy
 AC9277;SPC OK N     -    49,690.      889,450.      MT  (+/- 180 meters Scaled)
 AC9277
 AC9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV353194(NAD 83)
 AC9277
 AC9277                          SUPERSEDED SURVEY CONTROL
 AC9277
 AC9277.No superseded survey control is available for this station.
 AC9277
 AC9277_MARKER: DV = VERTICAL CONTROL DISK
 AC9277_SETTING: 66 = SET IN ROCK OUTCROP
 AC9277_STAMPING: L 220 1997
 AC9277_MARK LOGO: NGS
 AC9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9277+STABILITY: POSITION/ELEVATION WELL
 AC9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9277+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9277
 AC9277  HISTORY     - Date     Condition        Report By
 AC9277  HISTORY     - 1997     MONUMENTED       NGS
 AC9277
 AC9277                          STATION DESCRIPTION
 AC9277
 AC9277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9277'5.6 KM (3.45 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION OF
 AC9277'INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , IN A 13 BY 103-FOOT
 AC9277'EXPOSED AREA OF BEDROCK NEAR THE CENTER OF A TRACK ROAD, 23.3 EAST OF
 AC9277'THE CENTER OF A GATE, 20.5 M (67.3 FT) EAST OF THE WEST EDGE OF THE
 AC9277'OUTCROP, 11.7 M (38.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.7 M (8.9
 AC9277'FT) NORTH OF A WITNESS POST, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 AC9277'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9208 ***********************************************************************
 AC9208  DESIGNATION -  L 221
 AC9208  PID         -  AC9208
 AC9208  STATE/COUNTY-  OK/GRANT
 AC9208  COUNTRY     -  US
 AC9208  USGS QUAD   -  NARDIN (2018)
 AC9208
 AC9208                         *CURRENT SURVEY CONTROL
 AC9208  ______________________________________________________________________
 AC9208* NAD 83(1986) POSITION- 36 47 50.     (N) 097 28 50.     (W)   SCALED
 AC9208* NAVD 88 ORTHO HEIGHT -   327.997 (meters)     1076.10  (feet) ADJUSTED
 AC9208  ______________________________________________________________________
 AC9208  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 AC9208  DYNAMIC HEIGHT  -        327.720 (meters)     1075.19  (feet) COMP
 AC9208  MODELED GRAVITY -    979,776.5   (mgal)                       NAVD 88
 AC9208
 AC9208  VERT ORDER      -  SECOND    CLASS I
 AC9208
 AC9208.The horizontal coordinates were scaled from a map and have
 AC9208.an estimated accuracy of +/- 6 seconds.
 AC9208
 AC9208.The orthometric height was determined by differential leveling and
 AC9208.adjusted by the NATIONAL GEODETIC SURVEY
 AC9208.in July 2002.
 AC9208
 AC9208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9208.GEOID18 height accuracy estimate available here.
 AC9208
 AC9208.Click photographs - Photos may exist for this station.
 AC9208
 AC9208.The dynamic height is computed by dividing the NAVD 88
 AC9208.geopotential number by the normal gravity value computed on the
 AC9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9208.degrees latitude (g = 980.6199 gals.).
 AC9208
 AC9208.The modeled gravity was interpolated from observed gravity values.
 AC9208
 AC9208;                    North         East    Units  Estimated Accuracy
 AC9208;SPC OK N     -   199,540.      646,360.      MT  (+/- 180 meters Scaled)
 AC9208
 AC9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF355734(NAD 83)
 AC9208
 AC9208                          SUPERSEDED SURVEY CONTROL
 AC9208
 AC9208.No superseded survey control is available for this station.
 AC9208
 AC9208_MARKER: I = METAL ROD
 AC9208_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9208_STAMPING: L 221 1997
 AC9208_MARK LOGO: NGS
 AC9208_PROJECTION: FLUSH
 AC9208_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9208+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9208_ROD/PIPE-DEPTH: 11.4 meters
 AC9208_SLEEVE-DEPTH  : 0.9 meters
 AC9208
 AC9208  HISTORY     - Date     Condition        Report By
 AC9208  HISTORY     - 1997     MONUMENTED       NGS
 AC9208
 AC9208                          STATION DESCRIPTION
 AC9208
 AC9208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9208'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AC9208'NARDIN, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AC9208'ROAD, THENCE 3.2 KM (2.00 MI) WESTERLY ALONG A GRAVELED ROAD, 17.4 M
 AC9208'(57.1 FT) SOUTH OF THE ROAD CENTER, 10.2 M (33.5 FT) SOUTH OF A
 AC9208'UTILITY POLE, 8.6 M (28.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 AC9208'0.5 M (1.6 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AC9208'ABOVE THE LEVEL OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9208'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9208'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0317 ***********************************************************************
 GL0317  DESIGNATION -  L 23
 GL0317  PID         -  GL0317
 GL0317  STATE/COUNTY-  OK/CIMARRON
 GL0317  COUNTRY     -  US
 GL0317  USGS QUAD   -  BOISE CITY (2018)
 GL0317
 GL0317                         *CURRENT SURVEY CONTROL
 GL0317  ______________________________________________________________________
 GL0317* NAD 83(1986) POSITION- 36 40 30.     (N) 102 33 12.     (W)   SCALED
 GL0317* NAVD 88 ORTHO HEIGHT -  1282.372 (meters)     4207.25  (feet) ADJUSTED
 GL0317  ______________________________________________________________________
 GL0317  GEOID HEIGHT    -        -23.695 (meters)                     GEOID18
 GL0317  DYNAMIC HEIGHT  -       1280.957 (meters)     4202.61  (feet) COMP
 GL0317  MODELED GRAVITY -    979,483.5   (mgal)                       NAVD 88
 GL0317
 GL0317  VERT ORDER      -  FIRST     CLASS II
 GL0317
 GL0317.The horizontal coordinates were scaled from a map and have
 GL0317.an estimated accuracy of +/- 6 seconds.
 GL0317
 GL0317.The orthometric height was determined by differential leveling and
 GL0317.adjusted by the NATIONAL GEODETIC SURVEY
 GL0317.in June 1991.
 GL0317
 GL0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0317.GEOID18 height accuracy estimate available here.
 GL0317
 GL0317.Click photographs - Photos may exist for this station.
 GL0317
 GL0317.The dynamic height is computed by dividing the NAVD 88
 GL0317.geopotential number by the normal gravity value computed on the
 GL0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0317.degrees latitude (g = 980.6199 gals.).
 GL0317
 GL0317.The modeled gravity was interpolated from observed gravity values.
 GL0317
 GL0317;                    North         East    Units  Estimated Accuracy
 GL0317;SPC OK N     -   195,390.      193,140.      MT  (+/- 180 meters Scaled)
 GL0317
 GL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA186616(NAD 83)
 GL0317
 GL0317                          SUPERSEDED SURVEY CONTROL
 GL0317
 GL0317.No superseded survey control is available for this station.
 GL0317
 GL0317_MARKER: DB = BENCH MARK DISK
 GL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0317_STAMPING: L 23 1933
 GL0317_MARK LOGO: CGS
 GL0317_PROJECTION: RECESSED 46 CENTIMETERS
 GL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0317+STABILITY: SURFACE MOTION
 GL0317
 GL0317  HISTORY     - Date     Condition        Report By
 GL0317  HISTORY     - 1933     MONUMENTED       CGS
 GL0317  HISTORY     - 1966     GOOD             USGS
 GL0317  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0317
 GL0317                          STATION DESCRIPTION
 GL0317
 GL0317'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0317'6.0 MI S FROM BOISE CITY.
 GL0317'BOISE CITY, 3.2 MI. SW ALONG U. S. HWY. 64 THENCE 1.5 MI. S. ALONG ST.
 GL0317'HWY. 385 FROM THE COURTHOUSE AT, TWPS. 2 AND 3 N., R. 5 E., NEAR
 GL0317'CORNER SECTIONS 5, 6, 31 AND 32, 37 FT. S., 50.5 FT. W. AND 0.9 FT.
 GL0317'LOWER THAN CROSSROADS, 3.5 FT. S. AND 12.5 FT. W. OF A POWERLINE POLE
 GL0317'PAINTED BM, IN CONCRETE POST 1.5 FT. BELOW GROUND.  A USC AND GS DISK
 GL0317'STAMPED L-23 1933.
 GL0317
 GL0317                          STATION RECOVERY (1985)
 GL0317
 GL0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0317'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0288 ***********************************************************************
 FK0288  DESIGNATION -  L 25
 FK0288  PID         -  FK0288
 FK0288  STATE/COUNTY-  OK/CUSTER
 FK0288  COUNTRY     -  US
 FK0288  USGS QUAD   -  MCCLURE (2018)
 FK0288
 FK0288                         *CURRENT SURVEY CONTROL
 FK0288  ______________________________________________________________________
 FK0288* NAD 83(1986) POSITION- 35 43 17.     (N) 099 20 46.     (W)   SCALED
 FK0288* NAVD 88 ORTHO HEIGHT -   530.938 (meters)     1741.92  (feet) ADJUSTED
 FK0288  ______________________________________________________________________
 FK0288  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 FK0288  DYNAMIC HEIGHT  -        530.393 (meters)     1740.13  (feet) COMP
 FK0288  MODELED GRAVITY -    979,591.2   (mgal)                       NAVD 88
 FK0288
 FK0288  VERT ORDER      -  SECOND    CLASS 0
 FK0288
 FK0288.The horizontal coordinates were scaled from a map and have
 FK0288.an estimated accuracy of +/- 6 seconds.
 FK0288
 FK0288.The orthometric height was determined by differential leveling and
 FK0288.adjusted by the NATIONAL GEODETIC SURVEY
 FK0288.in June 1991.
 FK0288
 FK0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0288.GEOID18 height accuracy estimate available here.
 FK0288
 FK0288.Click photographs - Photos may exist for this station.
 FK0288
 FK0288.The dynamic height is computed by dividing the NAVD 88
 FK0288.geopotential number by the normal gravity value computed on the
 FK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0288.degrees latitude (g = 980.6199 gals.).
 FK0288
 FK0288.The modeled gravity was interpolated from observed gravity values.
 FK0288
 FK0288;                    North         East    Units  Estimated Accuracy
 FK0288;SPC OK N     -    80,880.      478,210.      MT  (+/- 180 meters Scaled)
 FK0288
 FK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME686531(NAD 83)
 FK0288
 FK0288                          SUPERSEDED SURVEY CONTROL
 FK0288
 FK0288  NGVD 29 (??/??/92)  530.680  (m)         1741.07   (f) ADJ UNCH    2 0
 FK0288
 FK0288.Superseded values are not recommended for survey control.
 FK0288
 FK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0288.See file dsdata.pdf to determine how the superseded data were derived.
 FK0288
 FK0288_MARKER: DB = BENCH MARK DISK
 FK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0288_STAMPING: L 25 1934
 FK0288_MARK LOGO: CGS
 FK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0288+STABILITY: SURFACE MOTION
 FK0288
 FK0288  HISTORY     - Date     Condition        Report By
 FK0288  HISTORY     - 1934     MONUMENTED       CGS
 FK0288  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0288
 FK0288                          STATION DESCRIPTION
 FK0288
 FK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0288'1.3 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0288'FROM THE STATION AT MOOREWOOD, CUSTER COUNTY, 0.2 MILE SOUTH
 FK0288'OF MILEPOST 161, 0.3 MILE SOUTH OF A SECTION-LINE ROAD CROSSING,
 FK0288'50 FEET EAST OF THE EAST RAIL, AND AT THE RIGHT-OF-WAY LINE.
 FK0288'A STANDARD DISK, STAMPED L 25 1934 AND SET IN THE TOP OF A
 FK0288'CONCRETE POST.
 FK0288
 FK0288                          STATION RECOVERY (1986)
 FK0288
 FK0288'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0441 ***********************************************************************
 FK0441  DESIGNATION -  L 26
 FK0441  PID         -  FK0441
 FK0441  STATE/COUNTY-  OK/BECKHAM
 FK0441  COUNTRY     -  US
 FK0441  USGS QUAD   -  CARTER WEST (2018)
 FK0441
 FK0441                         *CURRENT SURVEY CONTROL
 FK0441  ______________________________________________________________________
 FK0441* NAD 83(1986) POSITION- 35 11 23.     (N) 099 30 51.     (W)   SCALED
 FK0441* NAVD 88 ORTHO HEIGHT -   538.002 (meters)     1765.09  (feet) ADJUSTED
 FK0441  ______________________________________________________________________
 FK0441  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 FK0441  DYNAMIC HEIGHT  -        537.455 (meters)     1763.30  (feet) COMP
 FK0441  MODELED GRAVITY -    979,600.2   (mgal)                       NAVD 88
 FK0441
 FK0441  VERT ORDER      -  SECOND    CLASS 0
 FK0441
 FK0441.The horizontal coordinates were scaled from a map and have
 FK0441.an estimated accuracy of +/- 6 seconds.
 FK0441
 FK0441.The orthometric height was determined by differential leveling and
 FK0441.adjusted by the NATIONAL GEODETIC SURVEY
 FK0441.in June 1991.
 FK0441
 FK0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0441.GEOID18 height accuracy estimate available here.
 FK0441
 FK0441.Click photographs - Photos may exist for this station.
 FK0441
 FK0441.The dynamic height is computed by dividing the NAVD 88
 FK0441.geopotential number by the normal gravity value computed on the
 FK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0441.degrees latitude (g = 980.6199 gals.).
 FK0441
 FK0441.The modeled gravity was interpolated from observed gravity values.
 FK0441
 FK0441;                    North         East    Units  Estimated Accuracy
 FK0441;SPC OK S     -   206,960.      462,100.      MT  (+/- 180 meters Scaled)
 FK0441
 FK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD531942(NAD 83)
 FK0441
 FK0441                          SUPERSEDED SURVEY CONTROL
 FK0441
 FK0441  NGVD 29 (??/??/92)  537.785  (m)         1764.38   (f) ADJ UNCH    2 0
 FK0441
 FK0441.Superseded values are not recommended for survey control.
 FK0441
 FK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0441.See file dsdata.pdf to determine how the superseded data were derived.
 FK0441
 FK0441_MARKER: DB = BENCH MARK DISK
 FK0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0441_STAMPING: L 26 1934
 FK0441_MARK LOGO: CGS
 FK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0441+STABILITY: SURFACE MOTION
 FK0441
 FK0441  HISTORY     - Date     Condition        Report By
 FK0441  HISTORY     - 1934     MONUMENTED       CGS
 FK0441  HISTORY     - 20230105 MARK NOT FOUND   SURVSO
 FK0441
 FK0441                          STATION DESCRIPTION
 FK0441
 FK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0441'2 MI S FROM CARTER.
 FK0441'2.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0441'THE STATION AT CARTER, BECKHAM COUNTY, 0.1 MILE SOUTH OF MILEPOST
 FK0441'118, AT A SECTION-LINE ROAD CROSSING, 48 FEET WEST OF THE WEST
 FK0441'RAIL, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND NEAR
 FK0441'THE INTERSECTION OF THE RIGHT-OF-WAY LINES.  A STANDARD DISK,
 FK0441'STAMPED L 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0441'NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD
 FK0441'CROSSING IS ABOUT 0.2 MILE SOUTH OF MILEPOST 118.
 FK0441
 FK0441                          STATION RECOVERY (2023)
 FK0441
 FK0441'RECOVERY NOTE BY SURVEY SOLUTIONS INC 2023 (RT)
 FK0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0263 ***********************************************************************
 EM0263  DESIGNATION -  L 27
 EM0263  PID         -  EM0263
 EM0263  STATE/COUNTY-  OK/JACKSON
 EM0263  COUNTRY     -  US
 EM0263  USGS QUAD   -  ALTUS (2018)
 EM0263
 EM0263                         *CURRENT SURVEY CONTROL
 EM0263  ______________________________________________________________________
 EM0263* NAD 83(1986) POSITION- 34 37 57.2    (N) 099 20 03.7    (W)   HD_HELD2
 EM0263* NAVD 88 ORTHO HEIGHT -   423.664 (meters)     1389.97  (feet) ADJUSTED
 EM0263  ______________________________________________________________________
 EM0263  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 EM0263  DYNAMIC HEIGHT  -        423.211 (meters)     1388.48  (feet) COMP
 EM0263  MODELED GRAVITY -    979,554.2   (mgal)                       NAVD 88
 EM0263
 EM0263  VERT ORDER      -  SECOND    CLASS 0
 EM0263
 EM0263.The horizontal coordinates were established by autonomous hand held GPS
 EM0263.observations and have an estimated accuracy of +/- 10 meters.
 EM0263
 EM0263.The orthometric height was determined by differential leveling and
 EM0263.adjusted by the NATIONAL GEODETIC SURVEY
 EM0263.in June 1991.
 EM0263
 EM0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0263.GEOID18 height accuracy estimate available here.
 EM0263
 EM0263.Click photographs - Photos may exist for this station.
 EM0263
 EM0263.The dynamic height is computed by dividing the NAVD 88
 EM0263.geopotential number by the normal gravity value computed on the
 EM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0263.degrees latitude (g = 980.6199 gals.).
 EM0263
 EM0263.The modeled gravity was interpolated from observed gravity values.
 EM0263
 EM0263;                    North         East    Units  Estimated Accuracy
 EM0263;SPC OK S     -   144,923.      477,658.      MT  (+/- 10 meters HH2 GPS)
 EM0263
 EM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6935332346(NAD 83)
 EM0263
 EM0263                          SUPERSEDED SURVEY CONTROL
 EM0263
 EM0263  NGVD 29 (??/??/92)  423.472  (m)         1389.34   (f) ADJ UNCH    2 0
 EM0263
 EM0263.Superseded values are not recommended for survey control.
 EM0263
 EM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0263.See file dsdata.pdf to determine how the superseded data were derived.
 EM0263
 EM0263_MARKER: DB = BENCH MARK DISK
 EM0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0263_SP_SET: BUILDING WALL
 EM0263_STAMPING: L 27 1934
 EM0263_MARK LOGO: CGS
 EM0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0263
 EM0263  HISTORY     - Date     Condition        Report By
 EM0263  HISTORY     - 1934     MONUMENTED       CGS
 EM0263  HISTORY     - 1934     GOOD             CGS
 EM0263  HISTORY     - 1963     GOOD             CGS
 EM0263
 EM0263                          STATION DESCRIPTION
 EM0263
 EM0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0263'IN ALTUS.
 EM0263'AT ALTUS, JACKSON COUNTY, AT THE MISSOURI-KANSAS-TEXAS RAILROAD
 EM0263'STATION, IN THE FACE OF THE SOUTH BRICK WALL, 15 FEET WEST OF THE EAST
 EM0263'END, AND 20 FEET EAST OF THE TICKET-OFFICE WINDOW.  A STANDARD DISK,
 EM0263'STAMPED L 27 1934 AND SET VERTICALLY.
 EM0263
 EM0263                          STATION RECOVERY (1963)
 EM0263
 EM0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0153 ***********************************************************************
 FK0153  DESIGNATION -  L 28
 FK0153  PID         -  FK0153
 FK0153  STATE/COUNTY-  OK/WASHITA
 FK0153  COUNTRY     -  US
 FK0153  USGS QUAD   -  CORDELL (2018)
 FK0153
 FK0153                         *CURRENT SURVEY CONTROL
 FK0153  ______________________________________________________________________
 FK0153* NAD 83(1986) POSITION- 35 17 27.     (N) 098 59 22.     (W)   SCALED
 FK0153* NAVD 88 ORTHO HEIGHT -   475.993 (meters)     1561.65  (feet) ADJUSTED
 FK0153  ______________________________________________________________________
 FK0153  GEOID HEIGHT    -        -26.833 (meters)                     GEOID18
 FK0153  DYNAMIC HEIGHT  -        475.511 (meters)     1560.07  (feet) COMP
 FK0153  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 FK0153
 FK0153  VERT ORDER      -  SECOND    CLASS 0
 FK0153
 FK0153.The horizontal coordinates were scaled from a map and have
 FK0153.an estimated accuracy of +/- 6 seconds.
 FK0153
 FK0153.The orthometric height was determined by differential leveling and
 FK0153.adjusted by the NATIONAL GEODETIC SURVEY
 FK0153.in June 1991.
 FK0153
 FK0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0153.GEOID18 height accuracy estimate available here.
 FK0153
 FK0153.Click photographs - Photos may exist for this station.
 FK0153
 FK0153.The dynamic height is computed by dividing the NAVD 88
 FK0153.geopotential number by the normal gravity value computed on the
 FK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0153.degrees latitude (g = 980.6199 gals.).
 FK0153
 FK0153.The modeled gravity was interpolated from observed gravity values.
 FK0153
 FK0153;                    North         East    Units  Estimated Accuracy
 FK0153;SPC OK S     -   217,580.      510,000.      MT  (+/- 180 meters Scaled)
 FK0153
 FK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE009052(NAD 83)
 FK0153
 FK0153                          SUPERSEDED SURVEY CONTROL
 FK0153
 FK0153  NGVD 29 (??/??/92)  475.785  (m)         1560.97   (f) ADJ UNCH    2 0
 FK0153
 FK0153.Superseded values are not recommended for survey control.
 FK0153
 FK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0153.See file dsdata.pdf to determine how the superseded data were derived.
 FK0153
 FK0153_MARKER: DB = BENCH MARK DISK
 FK0153_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0153_SP_SET: STEP
 FK0153_STAMPING: L 28 1934
 FK0153_MARK LOGO: CGS
 FK0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0153
 FK0153  HISTORY     - Date     Condition        Report By
 FK0153  HISTORY     - 1934     MONUMENTED       CGS
 FK0153  HISTORY     - 1937     GOOD             CGS
 FK0153
 FK0153                          STATION DESCRIPTION
 FK0153
 FK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0153'AT CORDELL.
 FK0153'AT CORDELL, 2 BLOCKS EAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FK0153'STATION, AT THE COURTHOUSE, AT THE WEST SIDE OF FOUR STEPS,
 FK0153'AND IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE STEP AT
 FK0153'THE BASE OF A BRICK COLUMN.  A STANDARD DISK, STAMPED L 28 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0315 ***********************************************************************
 FK0315  DESIGNATION -  L 3
 FK0315  PID         -  FK0315
 FK0315  STATE/COUNTY-  OK/WASHITA
 FK0315  COUNTRY     -  US
 FK0315  USGS QUAD   -  FOSS (2018)
 FK0315
 FK0315                         *CURRENT SURVEY CONTROL
 FK0315  ______________________________________________________________________
 FK0315* NAD 83(1986) POSITION- 35 26 19.     (N) 099 13 47.     (W)   SCALED
 FK0315* NAVD 88 ORTHO HEIGHT -   536.116 (meters)     1758.91  (feet) ADJUSTED
 FK0315  ______________________________________________________________________
 FK0315  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 FK0315  DYNAMIC HEIGHT  -        535.563 (meters)     1757.09  (feet) COMP
 FK0315  MODELED GRAVITY -    979,586.1   (mgal)                       NAVD 88
 FK0315
 FK0315  VERT ORDER      -  FIRST     CLASS II
 FK0315
 FK0315.The horizontal coordinates were scaled from a map and have
 FK0315.an estimated accuracy of +/- 6 seconds.
 FK0315
 FK0315.The orthometric height was determined by differential leveling and
 FK0315.adjusted by the NATIONAL GEODETIC SURVEY
 FK0315.in June 1991.
 FK0315
 FK0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0315.GEOID18 height accuracy estimate available here.
 FK0315
 FK0315.Click photographs - Photos may exist for this station.
 FK0315
 FK0315.The dynamic height is computed by dividing the NAVD 88
 FK0315.geopotential number by the normal gravity value computed on the
 FK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0315.degrees latitude (g = 980.6199 gals.).
 FK0315
 FK0315.The modeled gravity was interpolated from observed gravity values.
 FK0315
 FK0315;                    North         East    Units  Estimated Accuracy
 FK0315;SPC OK S     -   234,220.      488,340.      MT  (+/- 180 meters Scaled)
 FK0315
 FK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME791217(NAD 83)
 FK0315
 FK0315                          SUPERSEDED SURVEY CONTROL
 FK0315
 FK0315  NGVD 29 (??/??/92)  535.883  (m)         1758.14   (f) ADJ UNCH    1 2
 FK0315
 FK0315.Superseded values are not recommended for survey control.
 FK0315
 FK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0315.See file dsdata.pdf to determine how the superseded data were derived.
 FK0315
 FK0315_MARKER: P = PIPE CAP
 FK0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0315_STAMPING: 1758.143
 FK0315_MARK LOGO: CGS
 FK0315_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0315
 FK0315  HISTORY     - Date     Condition        Report By
 FK0315  HISTORY     - 1909     MONUMENTED       CGS
 FK0315  HISTORY     - 1953     GOOD             CGS
 FK0315
 FK0315                          STATION DESCRIPTION
 FK0315
 FK0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0315'3.6 MI SW FROM FOSS.
 FK0315'3.65 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0315'RAILROAD FROM THE STATION AT FOSS, 1 POLE WEST OF MILEPOST 598,
 FK0315'44.9 FEET SOUTH OF THE SOUTH RAIL, 36 FEET NORTH OF THE CENTER
 FK0315'LINE OF A TRACK ROAD, 2.6 FEET WEST OF A WITNESS POST, SCREWED
 FK0315'ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT
 FK0315'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0189 ***********************************************************************
 EM0189  DESIGNATION -  L 30
 EM0189  PID         -  EM0189
 EM0189  STATE/COUNTY-  OK/GREER
 EM0189  COUNTRY     -  US
 EM0189  USGS QUAD   -  GRANITE (2018)
 EM0189
 EM0189                         *CURRENT SURVEY CONTROL
 EM0189  ______________________________________________________________________
 EM0189* NAD 83(1986) POSITION- 34 57 27.     (N) 099 22 53.     (W)   SCALED
 EM0189* NAVD 88 ORTHO HEIGHT -   489.154 (meters)     1604.83  (feet) ADJUSTED
 EM0189  ______________________________________________________________________
 EM0189  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 EM0189  DYNAMIC HEIGHT  -        488.675 (meters)     1603.26  (feet) COMP
 EM0189  MODELED GRAVITY -    979,638.2   (mgal)                       NAVD 88
 EM0189
 EM0189  VERT ORDER      -  SECOND    CLASS 0
 EM0189
 EM0189.The horizontal coordinates were scaled from a map and have
 EM0189.an estimated accuracy of +/- 6 seconds.
 EM0189
 EM0189.The orthometric height was determined by differential leveling and
 EM0189.adjusted by the NATIONAL GEODETIC SURVEY
 EM0189.in June 1991.
 EM0189
 EM0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0189.GEOID18 height accuracy estimate available here.
 EM0189
 EM0189.Click photographs - Photos may exist for this station.
 EM0189
 EM0189.The dynamic height is computed by dividing the NAVD 88
 EM0189.geopotential number by the normal gravity value computed on the
 EM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0189.degrees latitude (g = 980.6199 gals.).
 EM0189
 EM0189.The modeled gravity was interpolated from observed gravity values.
 EM0189
 EM0189;                    North         East    Units  Estimated Accuracy
 EM0189;SPC OK S     -   181,020.      473,840.      MT  (+/- 180 meters Scaled)
 EM0189
 EM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD651683(NAD 83)
 EM0189
 EM0189                          SUPERSEDED SURVEY CONTROL
 EM0189
 EM0189  NGVD 29 (??/??/92)  488.988  (m)         1604.29   (f) ADJ UNCH    2 0
 EM0189
 EM0189.Superseded values are not recommended for survey control.
 EM0189
 EM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0189.See file dsdata.pdf to determine how the superseded data were derived.
 EM0189
 EM0189_MARKER: DB = BENCH MARK DISK
 EM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0189_STAMPING: L 30 1934
 EM0189_MARK LOGO: CGS
 EM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0189+STABILITY: SURFACE MOTION
 EM0189
 EM0189  HISTORY     - Date     Condition        Report By
 EM0189  HISTORY     - 1934     MONUMENTED       CGS
 EM0189
 EM0189                          STATION DESCRIPTION
 EM0189
 EM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0189'IN GRANITE.
 EM0189'AT GRANITE IN C.R.I. AND P. DEPOT.  AT GRANITE IN ROCKISLAND DEPOT. IN
 EM0189'SOUTHEAST CORNER OF DEPOT VERTICAL.  6 INCHES ABOVE THE GROUND. 12
 EM0189'FEET NORTH OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0190 ***********************************************************************
 EM0190  DESIGNATION -  L 30 RESET
 EM0190  PID         -  EM0190
 EM0190  STATE/COUNTY-  OK/GREER
 EM0190  COUNTRY     -  US
 EM0190  USGS QUAD   -  GRANITE (2018)
 EM0190
 EM0190                         *CURRENT SURVEY CONTROL
 EM0190  ______________________________________________________________________
 EM0190* NAD 83(1986) POSITION- 34 57 28.     (N) 099 22 53.     (W)   SCALED
 EM0190* NAVD 88 ORTHO HEIGHT -   489.38  (+/-2cm)     1605.6   (feet) VERTCON3
 EM0190  ______________________________________________________________________
 EM0190  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 EM0190  VERT ORDER      -  THIRD (See Below)
 EM0190
 EM0190.The horizontal coordinates were scaled from a map and have
 EM0190.an estimated accuracy of +/- 6 seconds.
 EM0190
 EM0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0190
 EM0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0190.GEOID18 height accuracy estimate available here.
 EM0190
 EM0190.The vertical order pertains to the NGVD 29 superseded value.
 EM0190
 EM0190.Click photographs - Photos may exist for this station.
 EM0190
 EM0190;                    North         East    Units  Estimated Accuracy
 EM0190;SPC OK S     -   181,060.      473,840.      MT  (+/- 180 meters Scaled)
 EM0190
 EM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD651684(NAD 83)
 EM0190
 EM0190                          SUPERSEDED SURVEY CONTROL
 EM0190
 EM0190  NGVD 29 (??/??/??)  489.21   (m)         1605.0    (f) RESET       3  
 EM0190
 EM0190.Superseded values are not recommended for survey control.
 EM0190
 EM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0190.See file dsdata.pdf to determine how the superseded data were derived.
 EM0190
 EM0190_MARKER: DB = BENCH MARK DISK
 EM0190_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EM0190+WITH SETTING: PAVEMENT
 EM0190_SP_SET: PEDESTAL
 EM0190_STAMPING: L 30 RESET 1941
 EM0190_MARK LOGO: CGS
 EM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0190+STABILITY: SURFACE MOTION
 EM0190
 EM0190  HISTORY     - Date     Condition        Report By
 EM0190  HISTORY     - 1941     MONUMENTED       OKDH
 EM0190  HISTORY     - 1963     GOOD             CGS
 EM0190
 EM0190                          STATION DESCRIPTION
 EM0190
 EM0190'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1941
 EM0190'IN GRANITE.
 EM0190'AT GRANITE, GREER COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0190'RAILROAD, AT THE SOUTHEAST CORNER OF THE NEW STATION, IN THE TOP OF A
 EM0190'CONCRETE PEDESTAL CAST AGAINST THE FOUNDATION, AND 10 INCHES ABOVE THE
 EM0190'STATION PLATFORM.  A STANDARD DISK, STAMPED L 30 RESET 1941.
 EM0190
 EM0190                          STATION RECOVERY (1963)
 EM0190
 EM0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0143 ***********************************************************************
 FK0143  DESIGNATION -  L 31
 FK0143  PID         -  FK0143
 FK0143  STATE/COUNTY-  OK/CADDO
 FK0143  COUNTRY     -  US
 FK0143  USGS QUAD   -  CARNEGIE (2018)
 FK0143
 FK0143                         *CURRENT SURVEY CONTROL
 FK0143  ______________________________________________________________________
 FK0143* NAD 83(1986) POSITION- 35 06 06.     (N) 098 33 02.     (W)   SCALED
 FK0143* NAVD 88 ORTHO HEIGHT -   397.908 (meters)     1305.47  (feet) ADJUSTED
 FK0143  ______________________________________________________________________
 FK0143  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 FK0143  DYNAMIC HEIGHT  -        397.498 (meters)     1304.12  (feet) COMP
 FK0143  MODELED GRAVITY -    979,593.9   (mgal)                       NAVD 88
 FK0143
 FK0143  VERT ORDER      -  SECOND    CLASS 0
 FK0143
 FK0143.The horizontal coordinates were scaled from a map and have
 FK0143.an estimated accuracy of +/- 6 seconds.
 FK0143
 FK0143.The orthometric height was determined by differential leveling and
 FK0143.adjusted by the NATIONAL GEODETIC SURVEY
 FK0143.in June 1991.
 FK0143
 FK0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0143.GEOID18 height accuracy estimate available here.
 FK0143
 FK0143.Click photographs - Photos may exist for this station.
 FK0143
 FK0143.The dynamic height is computed by dividing the NAVD 88
 FK0143.geopotential number by the normal gravity value computed on the
 FK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0143.degrees latitude (g = 980.6199 gals.).
 FK0143
 FK0143.The modeled gravity was interpolated from observed gravity values.
 FK0143
 FK0143;                    North         East    Units  Estimated Accuracy
 FK0143;SPC OK S     -   196,290.      549,800.      MT  (+/- 180 meters Scaled)
 FK0143
 FK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND409844(NAD 83)
 FK0143
 FK0143                          SUPERSEDED SURVEY CONTROL
 FK0143
 FK0143  NGVD 29 (??/??/92)  397.753  (m)         1304.96   (f) ADJ UNCH    2 0
 FK0143
 FK0143.Superseded values are not recommended for survey control.
 FK0143
 FK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0143.See file dsdata.pdf to determine how the superseded data were derived.
 FK0143
 FK0143_MARKER: DB = BENCH MARK DISK
 FK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0143_STAMPING: L 31 1934
 FK0143_MARK LOGO: CGS
 FK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0143+STABILITY: SURFACE MOTION
 FK0143
 FK0143  HISTORY     - Date     Condition        Report By
 FK0143  HISTORY     - 1934     MONUMENTED       CGS
 FK0143  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0143
 FK0143                          STATION DESCRIPTION
 FK0143
 FK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0143'3.4 MI E FROM CARNEGIE.
 FK0143'3.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0143'RAILROAD FROM THE STATION AT CARNEGIE, CADDO COUNTY, ABOUT
 FK0143'1/4 MILE WEST OF A HOUSE, OPPOSITE A WOODED CREEK ON THE NORTH
 FK0143'SIDE OF THE TRACK, AT A ROAD CROSSING, 60 FEET SOUTH OF THE
 FK0143'TRACK, 20 FEET WEST OF THE ROAD, AND IN THE SOUTH FENCE LINE.
 FK0143'A STANDARD DISK, STAMPED L 31 1934 AND SET IN THE TOP OF A
 FK0143'CONCRETE POST.  NOTE-- NO EVIDENCE COULD BE FOUND OF THE MARK
 FK0143'OR THE MONUMENT.
 FK0143
 FK0143                          STATION RECOVERY (1963)
 FK0143
 FK0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0312 ***********************************************************************
 GJ0312  DESIGNATION -  L 32
 GJ0312  PID         -  GJ0312
 GJ0312  STATE/COUNTY-  OK/ELLIS
 GJ0312  COUNTRY     -  US
 GJ0312  USGS QUAD   -  GAGE (2018)
 GJ0312
 GJ0312                         *CURRENT SURVEY CONTROL
 GJ0312  ______________________________________________________________________
 GJ0312* NAD 83(1986) POSITION- 36 19 12.3    (N) 099 45 24.3    (W)   HD_HELD2
 GJ0312* NAVD 88 ORTHO HEIGHT -   651.319 (meters)     2136.87  (feet) ADJUSTED
 GJ0312  ______________________________________________________________________
 GJ0312  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0312  DYNAMIC HEIGHT  -        650.667 (meters)     2134.73  (feet) COMP
 GJ0312  MODELED GRAVITY -    979,610.8   (mgal)                       NAVD 88
 GJ0312
 GJ0312  VERT ORDER      -  FIRST     CLASS II
 GJ0312
 GJ0312.The horizontal coordinates were established by autonomous hand held GPS
 GJ0312.observations and have an estimated accuracy of +/- 10 meters.
 GJ0312
 GJ0312.The orthometric height was determined by differential leveling and
 GJ0312.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0312.in June 1991.
 GJ0312
 GJ0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0312.GEOID18 height accuracy estimate available here.
 GJ0312
 GJ0312.Click photographs - Photos may exist for this station.
 GJ0312
 GJ0312.The dynamic height is computed by dividing the NAVD 88
 GJ0312.geopotential number by the normal gravity value computed on the
 GJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0312.degrees latitude (g = 980.6199 gals.).
 GJ0312
 GJ0312.The modeled gravity was interpolated from observed gravity values.
 GJ0312
 GJ0312;                    North         East    Units  Estimated Accuracy
 GJ0312;SPC OK N     -   147,895.      442,264.      MT  (+/- 10 meters HH2 GPS)
 GJ0312
 GJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3207219717(NAD 83)
 GJ0312
 GJ0312                          SUPERSEDED SURVEY CONTROL
 GJ0312
 GJ0312  NGVD 29 (??/??/92)  651.031  (m)         2135.92   (f) ADJ UNCH    1 2
 GJ0312
 GJ0312.Superseded values are not recommended for survey control.
 GJ0312
 GJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0312.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0312
 GJ0312_MARKER: DB = BENCH MARK DISK
 GJ0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0312_SP_SET: BUILDING
 GJ0312_STAMPING: L 32 1934
 GJ0312_MARK LOGO: CGS
 GJ0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0312
 GJ0312  HISTORY     - Date     Condition        Report By
 GJ0312  HISTORY     - 1934     MONUMENTED       CGS
 GJ0312
 GJ0312                          STATION DESCRIPTION
 GJ0312
 GJ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0312'AT GAGE.
 GJ0312'AT GAGE IN THE SOUTHEAST CORNER OF THE FIRST NATIONAL BANK BUILDING.
 GJ0312'10 FEET SOUTH OF THE MAIN ENTRANCE.  18 INCHES ABOVE THE SIDEWALK
 GJ0312'ON MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0247 ***********************************************************************
 GJ0247  DESIGNATION -  L 33
 GJ0247  PID         -  GJ0247
 GJ0247  STATE/COUNTY-  OK/WOODWARD
 GJ0247  COUNTRY     -  US
 GJ0247  USGS QUAD   -  VICI (2018)
 GJ0247
 GJ0247                         *CURRENT SURVEY CONTROL
 GJ0247  ______________________________________________________________________
 GJ0247* NAD 83(1986) POSITION- 36 11 54.     (N) 099 19 27.     (W)   SCALED
 GJ0247* NAVD 88 ORTHO HEIGHT -   661.583 (meters)     2170.54  (feet) ADJUSTED
 GJ0247  ______________________________________________________________________
 GJ0247  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 GJ0247  DYNAMIC HEIGHT  -        660.923 (meters)     2168.38  (feet) COMP
 GJ0247  MODELED GRAVITY -    979,613.6   (mgal)                       NAVD 88
 GJ0247
 GJ0247  VERT ORDER      -  SECOND    CLASS 0
 GJ0247
 GJ0247.The horizontal coordinates were scaled from a map and have
 GJ0247.an estimated accuracy of +/- 6 seconds.
 GJ0247
 GJ0247.The orthometric height was determined by differential leveling and
 GJ0247.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0247.in June 1991.
 GJ0247
 GJ0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0247.GEOID18 height accuracy estimate available here.
 GJ0247
 GJ0247.Click photographs - Photos may exist for this station.
 GJ0247
 GJ0247.The dynamic height is computed by dividing the NAVD 88
 GJ0247.geopotential number by the normal gravity value computed on the
 GJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0247.degrees latitude (g = 980.6199 gals.).
 GJ0247
 GJ0247.The modeled gravity was interpolated from observed gravity values.
 GJ0247
 GJ0247;                    North         East    Units  Estimated Accuracy
 GJ0247;SPC OK N     -   133,770.      480,920.      MT  (+/- 180 meters Scaled)
 GJ0247
 GJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF708059(NAD 83)
 GJ0247
 GJ0247                          SUPERSEDED SURVEY CONTROL
 GJ0247
 GJ0247  NGVD 29 (??/??/92)  661.313  (m)         2169.66   (f) ADJ UNCH    2 0
 GJ0247
 GJ0247.Superseded values are not recommended for survey control.
 GJ0247
 GJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0247.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0247
 GJ0247_MARKER: DB = BENCH MARK DISK
 GJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0247_STAMPING: L 33 1934
 GJ0247_MARK LOGO: CGS
 GJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0247+STABILITY: SURFACE MOTION
 GJ0247
 GJ0247  HISTORY     - Date     Condition        Report By
 GJ0247  HISTORY     - 1934     MONUMENTED       CGS
 GJ0247
 GJ0247                          STATION DESCRIPTION
 GJ0247
 GJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0247'4.4 MI NW FROM VICI.
 GJ0247'IN WOODWARD COUNTY, 4.4 MILES NORTHWEST ALONG THE
 GJ0247'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT VICI, DEWEY
 GJ0247'COUNTY, 2 FEET WEST OF MILEPOST 200, 90 FEET WEST OF THE CENTERLINE
 GJ0247'OF STATE HIGHWAY 34, AND 39 FEET EAST OF THE CENTERLINE OF THE
 GJ0247'TRACK.  A STANDARD DISK, STAMPED L 33 1934 AND SET IN THE TOP OF A
 GJ0247'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0097 ***********************************************************************
 GJ0097  DESIGNATION -  L 34
 GJ0097  PID         -  GJ0097
 GJ0097  STATE/COUNTY-  OK/DEWEY
 GJ0097  COUNTRY     -  US
 GJ0097  USGS QUAD   -  ORION (2018)
 GJ0097
 GJ0097                         *CURRENT SURVEY CONTROL
 GJ0097  ______________________________________________________________________
 GJ0097* NAD 83(1986) POSITION- 36 08 39.     (N) 098 48 49.     (W)   SCALED
 GJ0097* NAVD 88 ORTHO HEIGHT -   508.220 (meters)     1667.39  (feet) ADJUSTED
 GJ0097  ______________________________________________________________________
 GJ0097  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 GJ0097  DYNAMIC HEIGHT  -        507.735 (meters)     1665.79  (feet) COMP
 GJ0097  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 GJ0097
 GJ0097  VERT ORDER      -  SECOND    CLASS 0
 GJ0097
 GJ0097.The horizontal coordinates were scaled from a map and have
 GJ0097.an estimated accuracy of +/- 6 seconds.
 GJ0097
 GJ0097.The orthometric height was determined by differential leveling and
 GJ0097.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0097.in June 1991.
 GJ0097
 GJ0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0097.GEOID18 height accuracy estimate available here.
 GJ0097
 GJ0097.Click photographs - Photos may exist for this station.
 GJ0097
 GJ0097.The dynamic height is computed by dividing the NAVD 88
 GJ0097.geopotential number by the normal gravity value computed on the
 GJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0097.degrees latitude (g = 980.6199 gals.).
 GJ0097
 GJ0097.The modeled gravity was interpolated from observed gravity values.
 GJ0097
 GJ0097;                    North         East    Units  Estimated Accuracy
 GJ0097;SPC OK N     -   127,260.      526,780.      MT  (+/- 180 meters Scaled)
 GJ0097
 GJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE167999(NAD 83)
 GJ0097
 GJ0097                          SUPERSEDED SURVEY CONTROL
 GJ0097
 GJ0097  NGVD 29 (??/??/92)  508.008  (m)         1666.69   (f) ADJ UNCH    2 0
 GJ0097
 GJ0097.Superseded values are not recommended for survey control.
 GJ0097
 GJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0097.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0097
 GJ0097_MARKER: DB = BENCH MARK DISK
 GJ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0097_STAMPING: L 34 1934
 GJ0097_MARK LOGO: CGS
 GJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0097+STABILITY: SURFACE MOTION
 GJ0097
 GJ0097  HISTORY     - Date     Condition        Report By
 GJ0097  HISTORY     - 1934     MONUMENTED       CGS
 GJ0097  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0097
 GJ0097                          STATION DESCRIPTION
 GJ0097
 GJ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0097'6.1 MI E FROM SEILING.
 GJ0097'75 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35.  33 FEET
 GJ0097'EAST OF NORTH AND SOUTH SECTION LINE ROAD.  39 FEET SOUTH OF
 GJ0097'THE FENCE CORNER AND ONE FOOT WEST OF THE HIGHWAY RIGHT-OF-WAY
 GJ0097'FENCE LINE.
 GJ0097
 GJ0097                          STATION RECOVERY (1972)
 GJ0097
 GJ0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0168 ***********************************************************************
 EM0168  DESIGNATION -  L 36
 EM0168  PID         -  EM0168
 EM0168  STATE/COUNTY-  OK/KIOWA
 EM0168  COUNTRY     -  US
 EM0168  USGS QUAD   -  MANITOU (2018)
 EM0168
 EM0168                         *CURRENT SURVEY CONTROL
 EM0168  ______________________________________________________________________
 EM0168* NAD 83(1986) POSITION- 34 37 25.     (N) 098 56 56.     (W)   SCALED
 EM0168* NAVD 88 ORTHO HEIGHT -   420.491 (meters)     1379.56  (feet) ADJUSTED
 EM0168  ______________________________________________________________________
 EM0168  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 EM0168  DYNAMIC HEIGHT  -        420.078 (meters)     1378.21  (feet) COMP
 EM0168  MODELED GRAVITY -    979,639.3   (mgal)                       NAVD 88
 EM0168
 EM0168  VERT ORDER      -  SECOND    CLASS 0
 EM0168
 EM0168.The horizontal coordinates were scaled from a map and have
 EM0168.an estimated accuracy of +/- 6 seconds.
 EM0168
 EM0168.The orthometric height was determined by differential leveling and
 EM0168.adjusted by the NATIONAL GEODETIC SURVEY
 EM0168.in June 1991.
 EM0168
 EM0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0168.GEOID18 height accuracy estimate available here.
 EM0168
 EM0168.Click photographs - Photos may exist for this station.
 EM0168
 EM0168.The dynamic height is computed by dividing the NAVD 88
 EM0168.geopotential number by the normal gravity value computed on the
 EM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0168.degrees latitude (g = 980.6199 gals.).
 EM0168
 EM0168.The modeled gravity was interpolated from observed gravity values.
 EM0168
 EM0168;                    North         East    Units  Estimated Accuracy
 EM0168;SPC OK S     -   143,530.      512,990.      MT  (+/- 180 meters Scaled)
 EM0168
 EM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND046313(NAD 83)
 EM0168
 EM0168                          SUPERSEDED SURVEY CONTROL
 EM0168
 EM0168  NGVD 29 (??/??/92)  420.360  (m)         1379.13   (f) ADJ UNCH    2 0
 EM0168
 EM0168.Superseded values are not recommended for survey control.
 EM0168
 EM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0168.See file dsdata.pdf to determine how the superseded data were derived.
 EM0168
 EM0168_MARKER: DB = BENCH MARK DISK
 EM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0168_STAMPING: L 36 1934
 EM0168_MARK LOGO: CGS
 EM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0168+STABILITY: SURFACE MOTION
 EM0168
 EM0168  HISTORY     - Date     Condition        Report By
 EM0168  HISTORY     - 1934     MONUMENTED       CGS
 EM0168  HISTORY     - 1975     GOOD             NGS
 EM0168
 EM0168                          STATION DESCRIPTION
 EM0168
 EM0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0168'3.2 MI S FROM SNYDER.
 EM0168'3.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0168'STATION AT SNYDER, ABOUT 400 FEET WEST OF THE TWENTIETH POLE SOUTH OF
 EM0168'MILEPOST 746 AT A ROAD CROSSING, 50 FEET WEST OF THE TRACK, 30 FEET
 EM0168'NORTH OF THE ROAD, AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED L
 EM0168'36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0168
 EM0168                          STATION RECOVERY (1975)
 EM0168
 EM0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EM0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0169 ***********************************************************************
 EM0169  DESIGNATION -  L 36 RESET
 EM0169  PID         -  EM0169
 EM0169  STATE/COUNTY-  OK/KIOWA
 EM0169  COUNTRY     -  US
 EM0169  USGS QUAD   -  MANITOU (2018)
 EM0169
 EM0169                         *CURRENT SURVEY CONTROL
 EM0169  ______________________________________________________________________
 EM0169* NAD 83(1986) POSITION- 34 37 25.     (N) 098 56 56.     (W)   SCALED
 EM0169* NAVD 88 ORTHO HEIGHT -   419.71  (+/-2cm)     1377.0   (feet) VERTCON3
 EM0169  ______________________________________________________________________
 EM0169  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 EM0169  VERT ORDER      -  THIRD (See Below)
 EM0169
 EM0169.The horizontal coordinates were scaled from a map and have
 EM0169.an estimated accuracy of +/- 6 seconds.
 EM0169
 EM0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0169
 EM0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0169.GEOID18 height accuracy estimate available here.
 EM0169
 EM0169.The vertical order pertains to the NGVD 29 superseded value.
 EM0169
 EM0169.Click photographs - Photos may exist for this station.
 EM0169
 EM0169;                    North         East    Units  Estimated Accuracy
 EM0169;SPC OK S     -   143,530.      512,990.      MT  (+/- 180 meters Scaled)
 EM0169
 EM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND046313(NAD 83)
 EM0169
 EM0169                          SUPERSEDED SURVEY CONTROL
 EM0169
 EM0169  NGVD 29 (05/21/03)  419.58   (m)         1376.6    (f) RESET       3  
 EM0169
 EM0169.Superseded values are not recommended for survey control.
 EM0169
 EM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0169.See file dsdata.pdf to determine how the superseded data were derived.
 EM0169
 EM0169_MARKER: DV = VERTICAL CONTROL DISK
 EM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0169_STAMPING: L 36 RESET 1975
 EM0169_MARK LOGO: NGS
 EM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0169+STABILITY: SURFACE MOTION
 EM0169
 EM0169  HISTORY     - Date     Condition        Report By
 EM0169  HISTORY     - 1975     MONUMENTED       BOR
 EM0169
 EM0169                          STATION DESCRIPTION
 EM0169
 EM0169'DESCRIBED BY US BUREAU OF RECLAMATION 1975
 EM0169'3.2 MI S FROM SNYDER.
 EM0169'3.2 MILES SOUTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM THE
 EM0169'STATION AT SNIDER, ABOUT 400 FEET WEST OF THE 20TH POLE, SOUTH OF MILE
 EM0169'POST 746 AT A ROAD CROSSING, 50 FEET WEST OF TRACK, 30 FEET NORTH OF A
 EM0169'ROAD IN A FENCE CORNER, SET IN A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0048 ***********************************************************************
 EM0048  DESIGNATION -  L 38
 EM0048  PID         -  EM0048
 EM0048  STATE/COUNTY-  OK/STEPHENS
 EM0048  COUNTRY     -  US
 EM0048  USGS QUAD   -  NELLIE (2018)
 EM0048
 EM0048                         *CURRENT SURVEY CONTROL
 EM0048  ______________________________________________________________________
 EM0048* NAD 83(1986) POSITION- 34 35 50.     (N) 098 03 57.     (W)   SCALED
 EM0048* NAVD 88 ORTHO HEIGHT -   341.572 (meters)     1120.64  (feet) ADJUSTED
 EM0048  ______________________________________________________________________
 EM0048  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 EM0048  DYNAMIC HEIGHT  -        341.221 (meters)     1119.49  (feet) COMP
 EM0048  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 EM0048
 EM0048  VERT ORDER      -  SECOND    CLASS 0
 EM0048
 EM0048.The horizontal coordinates were scaled from a map and have
 EM0048.an estimated accuracy of +/- 6 seconds.
 EM0048
 EM0048.The orthometric height was determined by differential leveling and
 EM0048.adjusted by the NATIONAL GEODETIC SURVEY
 EM0048.in June 1991.
 EM0048
 EM0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0048.GEOID18 height accuracy estimate available here.
 EM0048
 EM0048.Click photographs - Photos may exist for this station.
 EM0048
 EM0048.The dynamic height is computed by dividing the NAVD 88
 EM0048.geopotential number by the normal gravity value computed on the
 EM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0048.degrees latitude (g = 980.6199 gals.).
 EM0048
 EM0048.The modeled gravity was interpolated from observed gravity values.
 EM0048
 EM0048;                    North         East    Units  Estimated Accuracy
 EM0048;SPC OK S     -   140,200.      593,960.      MT  (+/- 180 meters Scaled)
 EM0048
 EM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND856287(NAD 83)
 EM0048
 EM0048                          SUPERSEDED SURVEY CONTROL
 EM0048
 EM0048  NGVD 29 (??/??/92)  341.464  (m)         1120.29   (f) ADJ UNCH    2 0
 EM0048
 EM0048.Superseded values are not recommended for survey control.
 EM0048
 EM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0048.See file dsdata.pdf to determine how the superseded data were derived.
 EM0048
 EM0048_MARKER: DB = BENCH MARK DISK
 EM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0048_STAMPING: L 38 1934
 EM0048_MARK LOGO: CGS
 EM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0048+STABILITY: SURFACE MOTION
 EM0048
 EM0048  HISTORY     - Date     Condition        Report By
 EM0048  HISTORY     - 1934     MONUMENTED       CGS
 EM0048  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0048
 EM0048                          STATION DESCRIPTION
 EM0048
 EM0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0048'4.4 MI S FROM MARLOW.
 EM0048'4.4 MILES SOUTH ALONG U. S. HIGHWAY 81 FROM THE FIRST NATIONAL BANK AT
 EM0048'MARLOW, STEPHENS COUNTY, 5.7 MILES WEST ALONG STATE HIGHWAY 29, 1/2
 EM0048'MILE WEST OF A FARMHOUSE, 1/4 MILE EAST OF A SMALL FARMHOUSE, AT THE
 EM0048'SOUTH SIDE OF THE HIGHWAY, AND IN THE FENCE LINE.  A STANDARD DISK,
 EM0048'STAMPED L 38 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE -- THE
 EM0048'HIGHWAY HAS BEEN WIDENED AND IMPROVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0424 ***********************************************************************
 EL0424  DESIGNATION -  L 39
 EL0424  PID         -  EL0424
 EL0424  STATE/COUNTY-  OK/CARTER
 EL0424  COUNTRY     -  US
 EL0424  USGS QUAD   -  ARDMORE EAST (2018)
 EL0424
 EL0424                         *CURRENT SURVEY CONTROL
 EL0424  ______________________________________________________________________
 EL0424* NAD 83(1986) POSITION- 34 10 43.     (N) 097 07 11.     (W)   SCALED
 EL0424* NAVD 88 ORTHO HEIGHT -   264.954 (meters)      869.27  (feet) ADJUSTED
 EL0424  ______________________________________________________________________
 EL0424  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 EL0424  DYNAMIC HEIGHT  -        264.675 (meters)      868.35  (feet) COMP
 EL0424  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 EL0424
 EL0424  VERT ORDER      -  SECOND    CLASS 0
 EL0424
 EL0424.The horizontal coordinates were scaled from a map and have
 EL0424.an estimated accuracy of +/- 6 seconds.
 EL0424
 EL0424.The orthometric height was determined by differential leveling and
 EL0424.adjusted by the NATIONAL GEODETIC SURVEY
 EL0424.in June 1991.
 EL0424
 EL0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0424.GEOID18 height accuracy estimate available here.
 EL0424
 EL0424.Click photographs - Photos may exist for this station.
 EL0424
 EL0424.The dynamic height is computed by dividing the NAVD 88
 EL0424.geopotential number by the normal gravity value computed on the
 EL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0424.degrees latitude (g = 980.6199 gals.).
 EL0424
 EL0424.The modeled gravity was interpolated from observed gravity values.
 EL0424
 EL0424;                    North         East    Units  Estimated Accuracy
 EL0424;SPC OK S     -    94,120.      681,150.      MT  (+/- 180 meters Scaled)
 EL0424
 EL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC732835(NAD 83)
 EL0424
 EL0424                          SUPERSEDED SURVEY CONTROL
 EL0424
 EL0424  NGVD 29 (??/??/92)  264.884  (m)          869.04   (f) ADJ UNCH    2 0
 EL0424
 EL0424.Superseded values are not recommended for survey control.
 EL0424
 EL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0424.See file dsdata.pdf to determine how the superseded data were derived.
 EL0424
 EL0424_MARKER: DB = BENCH MARK DISK
 EL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0424_STAMPING: L 39 1934
 EL0424_MARK LOGO: CGS
 EL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0424+STABILITY: SURFACE MOTION
 EL0424
 EL0424  HISTORY     - Date     Condition        Report By
 EL0424  HISTORY     - 1934     MONUMENTED       CGS
 EL0424  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0424
 EL0424                          STATION DESCRIPTION
 EL0424
 EL0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0424'AT ARDMORE.
 EL0424'AT ARDMORE ABOUT 100 FEET SOUTH OF THE GULF COLORADO AND SANTA FE
 EL0424'BRIDGE NO. 450 C BETWEEN THE TRACKS NEAR A CROSSING AND TWO
 EL0424'SEMAPHORES.  10 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 EL0424
 EL0424                          STATION RECOVERY (1994)
 EL0424
 EL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0156 ***********************************************************************
 FH0156  DESIGNATION -  L 4
 FH0156  PID         -  FH0156
 FH0156  STATE/COUNTY-  OK/LE FLORE
 FH0156  COUNTRY     -  US
 FH0156  USGS QUAD   -  FORT COFFEE (2018)
 FH0156
 FH0156                         *CURRENT SURVEY CONTROL
 FH0156  ______________________________________________________________________
 FH0156* NAD 83(1986) POSITION- 35 17 10.     (N) 094 30 02.     (W)   SCALED
 FH0156* NAVD 88 ORTHO HEIGHT -   129.092 (meters)      423.53  (feet) ADJUSTED
 FH0156  ______________________________________________________________________
 FH0156  GEOID HEIGHT    -        -30.557 (meters)                     GEOID18
 FH0156  DYNAMIC HEIGHT  -        128.968 (meters)      423.12  (feet) COMP
 FH0156  MODELED GRAVITY -    979,673.2   (mgal)                       NAVD 88
 FH0156
 FH0156  VERT ORDER      -  FIRST     CLASS II
 FH0156
 FH0156.The horizontal coordinates were scaled from a map and have
 FH0156.an estimated accuracy of +/- 6 seconds.
 FH0156
 FH0156.The orthometric height was determined by differential leveling and
 FH0156.adjusted by the NATIONAL GEODETIC SURVEY
 FH0156.in June 1991.
 FH0156
 FH0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0156.GEOID18 height accuracy estimate available here.
 FH0156
 FH0156.Click photographs - Photos may exist for this station.
 FH0156
 FH0156.The dynamic height is computed by dividing the NAVD 88
 FH0156.geopotential number by the normal gravity value computed on the
 FH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0156.degrees latitude (g = 980.6199 gals.).
 FH0156
 FH0156.The modeled gravity was interpolated from observed gravity values.
 FH0156
 FH0156;                    North         East    Units  Estimated Accuracy
 FH0156;SPC OK S     -   222,130.      918,280.      MT  (+/- 180 meters Scaled)
 FH0156
 FH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV635058(NAD 83)
 FH0156
 FH0156                          SUPERSEDED SURVEY CONTROL
 FH0156
 FH0156  NGVD 29 (??/??/92)  128.996  (m)          423.21   (f) ADJ UNCH    1 2
 FH0156
 FH0156.Superseded values are not recommended for survey control.
 FH0156
 FH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0156.See file dsdata.pdf to determine how the superseded data were derived.
 FH0156
 FH0156_MARKER: DB = BENCH MARK DISK
 FH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0156_STAMPING: 423.214 L 4 1933
 FH0156_MARK LOGO: CGS
 FH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0156+STABILITY: SURFACE MOTION
 FH0156
 FH0156  HISTORY     - Date     Condition        Report By
 FH0156  HISTORY     - 1933     MONUMENTED       CGS
 FH0156  HISTORY     - 1959     GOOD             CGS
 FH0156
 FH0156                          STATION DESCRIPTION
 FH0156
 FH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0156'AT BRADEN.
 FH0156'AT BRADEN, LE FLORE COUNTY, AT THE PUBLIC SCHOOL, IN THE REAR
 FH0156'YARD, 2 FEET EAST OF THE WEST FENCE, AND SET IN THE TOP OF A
 FH0156'CONCRETE POST.  NOTE-- MARK RECOVERED NEAR THE NORTHWEST CORNER
 FH0156'OF AN ABANDONED SCHOOL YARD.  THE MARK IS NORTH ALONG SECTION
 FH0156'LINE FOR THE CORNER OF FOUR TOWNSHIPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0394 ***********************************************************************
 EL0394  DESIGNATION -  L 40
 EL0394  PID         -  EL0394
 EL0394  STATE/COUNTY-  OK/CARTER
 EL0394  COUNTRY     -  US
 EL0394  USGS QUAD   -  ARDMORE WEST (2018)
 EL0394
 EL0394                         *CURRENT SURVEY CONTROL
 EL0394  ______________________________________________________________________
 EL0394* NAD 83(1986) POSITION- 34 11 21.7    (N) 097 13 49.9    (W)   HD_HELD2
 EL0394* NAVD 88 ORTHO HEIGHT -   281.126 (meters)      922.33  (feet) ADJUSTED
 EL0394  ______________________________________________________________________
 EL0394  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 EL0394  DYNAMIC HEIGHT  -        280.830 (meters)      921.36  (feet) COMP
 EL0394  MODELED GRAVITY -    979,575.2   (mgal)                       NAVD 88
 EL0394
 EL0394  VERT ORDER      -  FIRST     CLASS II
 EL0394
 EL0394.The horizontal coordinates were established by autonomous hand held GPS
 EL0394.observations and have an estimated accuracy of +/- 10 meters.
 EL0394
 EL0394.The orthometric height was determined by differential leveling and
 EL0394.adjusted by the NATIONAL GEODETIC SURVEY
 EL0394.in June 1991.
 EL0394
 EL0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0394.GEOID18 height accuracy estimate available here.
 EL0394
 EL0394.Click photographs - Photos may exist for this station.
 EL0394
 EL0394.The dynamic height is computed by dividing the NAVD 88
 EL0394.geopotential number by the normal gravity value computed on the
 EL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0394.degrees latitude (g = 980.6199 gals.).
 EL0394
 EL0394.The modeled gravity was interpolated from observed gravity values.
 EL0394
 EL0394;                    North         East    Units  Estimated Accuracy
 EL0394;SPC OK S     -    95,224.      670,926.      MT  (+/- 10 meters HH2 GPS)
 EL0394
 EL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6305384567(NAD 83)
 EL0394
 EL0394                          SUPERSEDED SURVEY CONTROL
 EL0394
 EL0394  NGVD 29 (??/??/92)  281.046  (m)          922.07   (f) ADJ UNCH    1 2
 EL0394
 EL0394.Superseded values are not recommended for survey control.
 EL0394
 EL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0394.See file dsdata.pdf to determine how the superseded data were derived.
 EL0394
 EL0394_MARKER: DB = BENCH MARK DISK
 EL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0394_STAMPING: L 40 1934
 EL0394_MARK LOGO: CGS
 EL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0394+STABILITY: SURFACE MOTION
 EL0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0394+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 EL0394
 EL0394  HISTORY     - Date     Condition        Report By
 EL0394  HISTORY     - 1934     MONUMENTED       CGS
 EL0394  HISTORY     - 20190815 GOOD             OKDOT
 EL0394
 EL0394                          STATION DESCRIPTION
 EL0394
 EL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0394'2.3 MI E FROM LONE GROVE.
 EL0394'0.7 MILE EAST OF MILE POST 8 AT ATCHISON TOPEKA AND SANTA FE
 EL0394'RAILROAD CROSSING.  40 FEET SOUTH OF THE TRACK, 20 FEET WEST OF
 EL0394'THE CENTERLINE OF THE ROAD.
 EL0394
 EL0394                          STATION RECOVERY (2019)
 EL0394
 EL0394'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (LH)
 EL0394'LAND OWNER WILL NOT ALLOW REMOVAL OF TREE INTERFERING WITH GPS
 EL0394'MEASUREMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0554 ***********************************************************************
 EL0554  DESIGNATION -  L 41
 EL0554  PID         -  EL0554
 EL0554  STATE/COUNTY-  OK/GRADY
 EL0554  COUNTRY     -  US
 EL0554  USGS QUAD   -  ALEX (2018)
 EL0554
 EL0554                         *CURRENT SURVEY CONTROL
 EL0554  ______________________________________________________________________
 EL0554* NAD 83(1986) POSITION- 34 58 20.     (N) 097 49 57.     (W)   SCALED
 EL0554* NAVD 88 ORTHO HEIGHT -   320.419 (meters)     1051.24  (feet) ADJUSTED
 EL0554  ______________________________________________________________________
 EL0554  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 EL0554  DYNAMIC HEIGHT  -        320.103 (meters)     1050.20  (feet) COMP
 EL0554  MODELED GRAVITY -    979,640.0   (mgal)                       NAVD 88
 EL0554
 EL0554  VERT ORDER      -  SECOND    CLASS 0
 EL0554
 EL0554.The horizontal coordinates were scaled from a map and have
 EL0554.an estimated accuracy of +/- 6 seconds.
 EL0554
 EL0554.The orthometric height was determined by differential leveling and
 EL0554.adjusted by the NATIONAL GEODETIC SURVEY
 EL0554.in June 1991.
 EL0554
 EL0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0554.GEOID18 height accuracy estimate available here.
 EL0554
 EL0554.Click photographs - Photos may exist for this station.
 EL0554
 EL0554.The dynamic height is computed by dividing the NAVD 88
 EL0554.geopotential number by the normal gravity value computed on the
 EL0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0554.degrees latitude (g = 980.6199 gals.).
 EL0554
 EL0554.The modeled gravity was interpolated from observed gravity values.
 EL0554
 EL0554;                    North         East    Units  Estimated Accuracy
 EL0554;SPC OK S     -   181,810.      615,300.      MT  (+/- 180 meters Scaled)
 EL0554
 EL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD065705(NAD 83)
 EL0554
 EL0554                          SUPERSEDED SURVEY CONTROL
 EL0554
 EL0554  NGVD 29 (??/??/92)  320.323  (m)         1050.93   (f) ADJ UNCH    2 0
 EL0554
 EL0554.Superseded values are not recommended for survey control.
 EL0554
 EL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0554.See file dsdata.pdf to determine how the superseded data were derived.
 EL0554
 EL0554_MARKER: DB = BENCH MARK DISK
 EL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0554_STAMPING: L 41 1934
 EL0554_MARK LOGO: CGS
 EL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0554+STABILITY: SURFACE MOTION
 EL0554
 EL0554  HISTORY     - Date     Condition        Report By
 EL0554  HISTORY     - 1934     MONUMENTED       CGS
 EL0554  HISTORY     - 1976     MARK NOT FOUND   USGS
 EL0554
 EL0554                          STATION DESCRIPTION
 EL0554
 EL0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0554'4.9 MI NW FROM ALEX.
 EL0554'4.9 MILES NORTHWEST OF C.R.I. AND P. RR. STATION AT ALEX 0.6 MILE
 EL0554'SOUTHEAST OF MILE POST 445, 0.1 MILE SOUTHEAST CHICAGO ROCK
 EL0554'ISLAND RAILWAY WASHITA RIVER BRIDGE 445.5, 60 FEET SOUTH OF
 EL0554'NEAREST RAIL OF CHICAGO- ROCK ISLAND RAILWAY TRACK, ON RAILWAY
 EL0554'PROPERTY FENCE LINE.
 EL0554
 EL0554                          STATION RECOVERY (1976)
 EL0554
 EL0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EL0554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0567 ***********************************************************************
 EL0567  DESIGNATION -  L 42
 EL0567  PID         -  EL0567
 EL0567  STATE/COUNTY-  OK/GARVIN
 EL0567  COUNTRY     -  US
 EL0567  USGS QUAD   -  LINDSAY (2018)
 EL0567
 EL0567                         *CURRENT SURVEY CONTROL
 EL0567  ______________________________________________________________________
 EL0567* NAD 83(1986) POSITION- 34 49 43.     (N) 097 34 03.     (W)   SCALED
 EL0567* NAVD 88 ORTHO HEIGHT -   297.576 (meters)      976.30  (feet) ADJUSTED
 EL0567  ______________________________________________________________________
 EL0567  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 EL0567  DYNAMIC HEIGHT  -        297.284 (meters)      975.34  (feet) COMP
 EL0567  MODELED GRAVITY -    979,644.1   (mgal)                       NAVD 88
 EL0567
 EL0567  VERT ORDER      -  SECOND    CLASS 0
 EL0567
 EL0567.The horizontal coordinates were scaled from a map and have
 EL0567.an estimated accuracy of +/- 6 seconds.
 EL0567
 EL0567.The orthometric height was determined by differential leveling and
 EL0567.adjusted by the NATIONAL GEODETIC SURVEY
 EL0567.in June 1991.
 EL0567
 EL0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0567.GEOID18 height accuracy estimate available here.
 EL0567
 EL0567.Click photographs - Photos may exist for this station.
 EL0567
 EL0567.The dynamic height is computed by dividing the NAVD 88
 EL0567.geopotential number by the normal gravity value computed on the
 EL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0567.degrees latitude (g = 980.6199 gals.).
 EL0567
 EL0567.The modeled gravity was interpolated from observed gravity values.
 EL0567
 EL0567;                    North         East    Units  Estimated Accuracy
 EL0567;SPC OK S     -   165,950.      639,560.      MT  (+/- 180 meters Scaled)
 EL0567
 EL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD309549(NAD 83)
 EL0567
 EL0567                          SUPERSEDED SURVEY CONTROL
 EL0567
 EL0567  NGVD 29 (??/??/92)  297.491  (m)          976.02   (f) ADJ UNCH    2 0
 EL0567
 EL0567.Superseded values are not recommended for survey control.
 EL0567
 EL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0567.See file dsdata.pdf to determine how the superseded data were derived.
 EL0567
 EL0567_MARKER: DB = BENCH MARK DISK
 EL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0567_STAMPING: L 42 1934
 EL0567_MARK LOGO: CGS
 EL0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0567+STABILITY: SURFACE MOTION
 EL0567
 EL0567  HISTORY     - Date     Condition        Report By
 EL0567  HISTORY     - 1934     MONUMENTED       CGS
 EL0567  HISTORY     - 20220413 MARK NOT FOUND   OKDOT
 EL0567
 EL0567                          STATION DESCRIPTION
 EL0567
 EL0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0567'2.1 MI SE FROM LINDSAY.
 EL0567'2.1 MILES SOUTHEAST OF A.T. AND S.F.RR. STATION AT LINDSAY
 EL0567'0.35 MILE SOUTH EAST OF ATCHISON TOPEKA AND SANTA FE RAILWAY
 EL0567'BRIDGE 21 B, OVER WASHITA RIVER.  50 FEET SOUTHWEST OF NEAREST
 EL0567'RAIL OF TRACK 50 FEET NORTHEAST CENTER LINE OF HIGHWAY 19, AND
 EL0567'ON FENCE LINE BETWEEN HIGHWAY AND RAILWAY.
 EL0567
 EL0567                          STATION RECOVERY (2022)
 EL0567
 EL0567'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0567'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0072 ***********************************************************************
 EM0072  DESIGNATION -  L 43
 EM0072  PID         -  EM0072
 EM0072  STATE/COUNTY-  OK/JEFFERSON
 EM0072  COUNTRY     -  US
 EM0072  USGS QUAD   -  WAURIKA WEST (2019)
 EM0072
 EM0072                         *CURRENT SURVEY CONTROL
 EM0072  ______________________________________________________________________
 EM0072* NAD 83(1986) POSITION- 34 10 52.     (N) 098 00 02.     (W)   SCALED
 EM0072* NAVD 88 ORTHO HEIGHT -   268.450 (meters)      880.74  (feet) ADJUSTED
 EM0072  ______________________________________________________________________
 EM0072  GEOID HEIGHT    -        -25.594 (meters)                     GEOID18
 EM0072  DYNAMIC HEIGHT  -        268.180 (meters)      879.85  (feet) COMP
 EM0072  MODELED GRAVITY -    979,621.3   (mgal)                       NAVD 88
 EM0072
 EM0072  VERT ORDER      -  FIRST     CLASS II
 EM0072
 EM0072.The horizontal coordinates were scaled from a map and have
 EM0072.an estimated accuracy of +/- 6 seconds.
 EM0072
 EM0072.The orthometric height was determined by differential leveling and
 EM0072.adjusted by the NATIONAL GEODETIC SURVEY
 EM0072.in June 1991.
 EM0072
 EM0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0072.GEOID18 height accuracy estimate available here.
 EM0072
 EM0072.Click photographs - Photos may exist for this station.
 EM0072
 EM0072.The dynamic height is computed by dividing the NAVD 88
 EM0072.geopotential number by the normal gravity value computed on the
 EM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0072.degrees latitude (g = 980.6199 gals.).
 EM0072
 EM0072.The modeled gravity was interpolated from observed gravity values.
 EM0072
 EM0072;                    North         East    Units  Estimated Accuracy
 EM0072;SPC OK S     -    94,040.      599,950.      MT  (+/- 180 meters Scaled)
 EM0072
 EM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC921826(NAD 83)
 EM0072
 EM0072                          SUPERSEDED SURVEY CONTROL
 EM0072
 EM0072  NGVD 29 (??/??/92)  268.366  (m)          880.46   (f) ADJ UNCH    1 2
 EM0072
 EM0072.Superseded values are not recommended for survey control.
 EM0072
 EM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0072.See file dsdata.pdf to determine how the superseded data were derived.
 EM0072
 EM0072_MARKER: DB = BENCH MARK DISK
 EM0072_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0072_SP_SET: PIER
 EM0072_STAMPING: L 43 1934
 EM0072_MARK LOGO: CGS
 EM0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0072
 EM0072  HISTORY     - Date     Condition        Report By
 EM0072  HISTORY     - 1934     MONUMENTED       CGS
 EM0072  HISTORY     - 1963     GOOD             CGS
 EM0072  HISTORY     - 1986     GOOD             NGS
 EM0072
 EM0072                          STATION DESCRIPTION
 EM0072
 EM0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0072'1.3 MI N FROM WAURIKA.
 EM0072'1.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND PACIFIC RAILROAD FROM
 EM0072'THE STATION AT WAURIKA, JEFFERSON COUNTY, AT BRIDGE 498.8 OVER COW
 EM0072'CREEK, IN THE TOP OF THE EAST SIDE OF THE SOUTH CONCRETE PIER, AND
 EM0072'ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 43
 EM0072'1934.
 EM0072
 EM0072                          STATION RECOVERY (1963)
 EM0072
 EM0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0072'RECOVERED IN GOOD CONDITION.
 EM0072
 EM0072                          STATION RECOVERY (1986)
 EM0072
 EM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EM0072'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EM0072'NEW DESCRIPTION FOLLOWS.  1.4 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 70
 EM0072'FROM ITS JUNCTION WITH U.S. HIGHWAY 81 IN WAURIKA, THENCE 2.6 KM
 EM0072'(1.6 MI) NORTH ALONG THE OKLAHOMA KANSAS RAILROAD, IN TOP OF THE EAST
 EM0072'END OF THE MOST SOUTHERLY CONCRETE PIER OF RAILROAD BRIDGE NUMBER
 EM0072'498.8 SPANNING COW CREEK.
 EM0072'THE MARK IS 2.4 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0503 ***********************************************************************
 EL0503  DESIGNATION -  L 44
 EL0503  PID         -  EL0503
 EL0503  STATE/COUNTY-  OK/JEFFERSON
 EL0503  COUNTRY     -  US
 EL0503  USGS QUAD   -  RINGLING (2018)
 EL0503
 EL0503                         *CURRENT SURVEY CONTROL
 EL0503  ______________________________________________________________________
 EL0503* NAD 83(1986) POSITION- 34 09 29.     (N) 097 37 26.     (W)   SCALED
 EL0503* NAVD 88 ORTHO HEIGHT -   267.769 (meters)      878.51  (feet) ADJUSTED
 EL0503  ______________________________________________________________________
 EL0503  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 EL0503  DYNAMIC HEIGHT  -        267.495 (meters)      877.61  (feet) COMP
 EL0503  MODELED GRAVITY -    979,607.2   (mgal)                       NAVD 88
 EL0503
 EL0503  VERT ORDER      -  FIRST     CLASS II
 EL0503
 EL0503.The horizontal coordinates were scaled from a map and have
 EL0503.an estimated accuracy of +/- 6 seconds.
 EL0503
 EL0503.The orthometric height was determined by differential leveling and
 EL0503.adjusted by the NATIONAL GEODETIC SURVEY
 EL0503.in June 1991.
 EL0503
 EL0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0503.GEOID18 height accuracy estimate available here.
 EL0503
 EL0503.Click photographs - Photos may exist for this station.
 EL0503
 EL0503.The dynamic height is computed by dividing the NAVD 88
 EL0503.geopotential number by the normal gravity value computed on the
 EL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0503.degrees latitude (g = 980.6199 gals.).
 EL0503
 EL0503.The modeled gravity was interpolated from observed gravity values.
 EL0503
 EL0503;                    North         East    Units  Estimated Accuracy
 EL0503;SPC OK S     -    91,550.      634,680.      MT  (+/- 180 meters Scaled)
 EL0503
 EL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC268805(NAD 83)
 EL0503
 EL0503                          SUPERSEDED SURVEY CONTROL
 EL0503
 EL0503  NGVD 29 (??/??/92)  267.691  (m)          878.25   (f) ADJ UNCH    1 2
 EL0503
 EL0503.Superseded values are not recommended for survey control.
 EL0503
 EL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0503.See file dsdata.pdf to determine how the superseded data were derived.
 EL0503
 EL0503_MARKER: DB = BENCH MARK DISK
 EL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0503_STAMPING: L 44 1934
 EL0503_MARK LOGO: CGS
 EL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0503+STABILITY: SURFACE MOTION
 EL0503
 EL0503  HISTORY     - Date     Condition        Report By
 EL0503  HISTORY     - 1934     MONUMENTED       CGS
 EL0503  HISTORY     - 1963     GOOD
 EL0503  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0503
 EL0503                          STATION DESCRIPTION
 EL0503
 EL0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0503'2.6 MI W FROM RINGLING.
 EL0503'2.6 MILES WEST OF THE ATSF STATION AT RINGLING, 48 FEET SOUTH OF
 EL0503'THE CENTER LINE OF U.S. HIGHWAY 70.  0.3 MILE SOUTHWEST OF A
 EL0503'YELLOW FARM HOUSE, ON THE NORTH SIDE OF THE HIGHWAY.  ON THE SOUTH
 EL0503'RIGHT-OF-WAY LINE OF U.S. HIGHWAY 70.
 EL0503
 EL0503                          STATION RECOVERY (1963)
 EL0503
 EL0503'RECOVERED 1963
 EL0503'RECOVERED IN GOOD CONDITION.
 EL0503
 EL0503                          STATION RECOVERY (2018)
 EL0503
 EL0503'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0270 ***********************************************************************
 EL0270  DESIGNATION -  L 45
 EL0270  PID         -  EL0270
 EL0270  STATE/COUNTY-  OK/PONTOTOC
 EL0270  COUNTRY     -  US
 EL0270  USGS QUAD   -  AHLOSO (2018)
 EL0270
 EL0270                         *CURRENT SURVEY CONTROL
 EL0270  ______________________________________________________________________
 EL0270* NAD 83(1986) POSITION- 34 44 28.     (N) 096 40 12.     (W)   SCALED
 EL0270* NAVD 88 ORTHO HEIGHT -   283.457 (meters)      929.98  (feet) ADJUSTED
 EL0270  ______________________________________________________________________
 EL0270  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 EL0270  DYNAMIC HEIGHT  -        283.181 (meters)      929.07  (feet) COMP
 EL0270  MODELED GRAVITY -    979,650.8   (mgal)                       NAVD 88
 EL0270
 EL0270  VERT ORDER      -  SECOND    CLASS 0
 EL0270
 EL0270.The horizontal coordinates were scaled from a map and have
 EL0270.an estimated accuracy of +/- 6 seconds.
 EL0270
 EL0270.The orthometric height was determined by differential leveling and
 EL0270.adjusted by the NATIONAL GEODETIC SURVEY
 EL0270.in June 1991.
 EL0270
 EL0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0270.GEOID18 height accuracy estimate available here.
 EL0270
 EL0270.Click photographs - Photos may exist for this station.
 EL0270
 EL0270.The dynamic height is computed by dividing the NAVD 88
 EL0270.geopotential number by the normal gravity value computed on the
 EL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0270.degrees latitude (g = 980.6199 gals.).
 EL0270
 EL0270.The modeled gravity was interpolated from observed gravity values.
 EL0270
 EL0270;                    North         East    Units  Estimated Accuracy
 EL0270;SPC OK S     -   156,960.      721,780.      MT  (+/- 180 meters Scaled)
 EL0270
 EL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD133468(NAD 83)
 EL0270
 EL0270                          SUPERSEDED SURVEY CONTROL
 EL0270
 EL0270  NGVD 29 (??/??/92)  283.367  (m)          929.68   (f) ADJ UNCH    2 0
 EL0270
 EL0270.Superseded values are not recommended for survey control.
 EL0270
 EL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0270.See file dsdata.pdf to determine how the superseded data were derived.
 EL0270
 EL0270_MARKER: DR = REFERENCE MARK DISK
 EL0270_SETTING: 66 = SET IN ROCK OUTCROP
 EL0270_STAMPING: L 45 1934
 EL0270_MARK LOGO: CGS
 EL0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0270+STABILITY: POSITION/ELEVATION WELL
 EL0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0270+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2020
 EL0270
 EL0270  HISTORY     - Date     Condition        Report By
 EL0270  HISTORY     - 1934     MONUMENTED       CGS
 EL0270  HISTORY     - 1965     GOOD             USGS
 EL0270  HISTORY     - 20200611 GOOD             OKDOT
 EL0270
 EL0270                          STATION DESCRIPTION
 EL0270
 EL0270'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EL0270'2.5 MI SE FROM ADA JUNCTION.
 EL0270'2.5 MILES SOUTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 EL0270'RAILWAY FROM THE STATION AT ADA JUNCTION, T3N, R6E, ABOUT 0.8
 EL0270'MILES SOUTH ALONG AN ASPHALT ROAD FROM THE ROAD CROSSING AT CORNER
 EL0270'OF SECTIONS 3, 4, 9, 10, 95 FT. NORTH OF ROAD AT DRIVE EAST
 EL0270'(ROAD EAST CROSSES DAM JUST EAST OF INTERSECTION WITH ROAD),
 EL0270'5 FT. EAST OF CENTERLINE OF ROAD AND 16 FT. EAST OF THE EAST R/W
 EL0270'FENCE, IN TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED
 EL0270'L 45 1934.
 EL0270
 EL0270                          STATION RECOVERY (2020)
 EL0270
 EL0270'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (EM)
 EL0270'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 3 AND CR 3560(KERR
 EL0270'LABORATORY RD).  GO SOUTHWEST ALONG CR 3560 APPROXIMATELY 0.76 MI
 EL0270'(1.22 KM) TO THE MARK ON THE LEFT.  IT IS 113 FT (34.4 M)
 EL0270'EAST-SOUTHEAST OF THE CENTERLINE OF CR 3560, 82 FT (25.0 M) N OF ROAD
 EL0270'GOING EAST ACROSS A DAM AND 1 FT (0.3 M) WEST OF A SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0451 ***********************************************************************
 GH0451  DESIGNATION -  L 46
 GH0451  PID         -  GH0451
 GH0451  STATE/COUNTY-  OK/GARFIELD
 GH0451  COUNTRY     -  US
 GH0451  USGS QUAD   -  FAIRMONT (2018)
 GH0451
 GH0451                         *CURRENT SURVEY CONTROL
 GH0451  ______________________________________________________________________
 GH0451* NAD 83(1986) POSITION- 36 21 59.     (N) 097 44 16.     (W)   SCALED
 GH0451* NAVD 88 ORTHO HEIGHT -   361.977 (meters)     1187.59  (feet) ADJUSTED
 GH0451  ______________________________________________________________________
 GH0451  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 GH0451  DYNAMIC HEIGHT  -        361.658 (meters)     1186.54  (feet) COMP
 GH0451  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 GH0451
 GH0451  VERT ORDER      -  SECOND    CLASS 0
 GH0451
 GH0451.The horizontal coordinates were scaled from a map and have
 GH0451.an estimated accuracy of +/- 6 seconds.
 GH0451
 GH0451.The orthometric height was determined by differential leveling and
 GH0451.adjusted by the NATIONAL GEODETIC SURVEY
 GH0451.in June 1991.
 GH0451
 GH0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0451.GEOID18 height accuracy estimate available here.
 GH0451
 GH0451.Click photographs - Photos may exist for this station.
 GH0451
 GH0451.The dynamic height is computed by dividing the NAVD 88
 GH0451.geopotential number by the normal gravity value computed on the
 GH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0451.degrees latitude (g = 980.6199 gals.).
 GH0451
 GH0451.The modeled gravity was interpolated from observed gravity values.
 GH0451
 GH0451;                    North         East    Units  Estimated Accuracy
 GH0451;SPC OK N     -   151,640.      623,530.      MT  (+/- 180 meters Scaled)
 GH0451
 GH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF132253(NAD 83)
 GH0451
 GH0451                          SUPERSEDED SURVEY CONTROL
 GH0451
 GH0451  NGVD 29 (??/??/92)  361.843  (m)         1187.15   (f) ADJ UNCH    2 0
 GH0451
 GH0451.Superseded values are not recommended for survey control.
 GH0451
 GH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0451.See file dsdata.pdf to determine how the superseded data were derived.
 GH0451
 GH0451_MARKER: DB = BENCH MARK DISK
 GH0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0451_STAMPING: L 46 1934
 GH0451_MARK LOGO: CGS
 GH0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0451+STABILITY: SURFACE MOTION
 GH0451
 GH0451  HISTORY     - Date     Condition        Report By
 GH0451  HISTORY     - 1934     MONUMENTED       CGS
 GH0451
 GH0451                          STATION DESCRIPTION
 GH0451
 GH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0451'2 MI W FROM FAIRMONT.
 GH0451'2.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0451'THE STATION AT FAIRMONT, GARFIELD COUNTY, 90 FEET SOUTHWEST
 GH0451'OF MILEPOST 536, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GH0451'AND 8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0451'STAMPED L 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0329 ***********************************************************************
 GH0329  DESIGNATION -  L 47
 GH0329  PID         -  GH0329
 GH0329  STATE/COUNTY-  OK/NOBLE
 GH0329  COUNTRY     -  US
 GH0329  USGS QUAD   -  MORRISON (2018)
 GH0329
 GH0329                         *CURRENT SURVEY CONTROL
 GH0329  ______________________________________________________________________
 GH0329* NAD 83(1986) POSITION- 36 18 08.     (N) 097 01 54.     (W)   SCALED
 GH0329* NAVD 88 ORTHO HEIGHT -   275.080 (meters)      902.49  (feet) ADJUSTED
 GH0329  ______________________________________________________________________
 GH0329  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 GH0329  DYNAMIC HEIGHT  -        274.837 (meters)      901.69  (feet) COMP
 GH0329  MODELED GRAVITY -    979,743.8   (mgal)                       NAVD 88
 GH0329
 GH0329  VERT ORDER      -  SECOND    CLASS 0
 GH0329
 GH0329.The horizontal coordinates were scaled from a map and have
 GH0329.an estimated accuracy of +/- 6 seconds.
 GH0329
 GH0329.The orthometric height was determined by differential leveling and
 GH0329.adjusted by the NATIONAL GEODETIC SURVEY
 GH0329.in June 1991.
 GH0329
 GH0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0329.GEOID18 height accuracy estimate available here.
 GH0329
 GH0329.Click photographs - Photos may exist for this station.
 GH0329
 GH0329.The dynamic height is computed by dividing the NAVD 88
 GH0329.geopotential number by the normal gravity value computed on the
 GH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0329.degrees latitude (g = 980.6199 gals.).
 GH0329
 GH0329.The modeled gravity was interpolated from observed gravity values.
 GH0329
 GH0329;                    North         East    Units  Estimated Accuracy
 GH0329;SPC OK N     -   144,920.      686,970.      MT  (+/- 180 meters Scaled)
 GH0329
 GH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF767192(NAD 83)
 GH0329
 GH0329                          SUPERSEDED SURVEY CONTROL
 GH0329
 GH0329  NGVD 29 (??/??/92)  274.964  (m)          902.11   (f) ADJ UNCH    2 0
 GH0329
 GH0329.Superseded values are not recommended for survey control.
 GH0329
 GH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0329.See file dsdata.pdf to determine how the superseded data were derived.
 GH0329
 GH0329_MARKER: DB = BENCH MARK DISK
 GH0329_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0329_STAMPING: L 47 1934
 GH0329_MARK LOGO: CGS
 GH0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0329
 GH0329  HISTORY     - Date     Condition        Report By
 GH0329  HISTORY     - 1934     MONUMENTED       CGS
 GH0329  HISTORY     - 1964     GOOD             USGS
 GH0329  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0329
 GH0329                          STATION DESCRIPTION
 GH0329
 GH0329'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GH0329'1.5 MI W FROM MORRISON.
 GH0329'1.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0329'THE STATION AT MORRISON, NOBLE COUNTY, 1.0 MILES WEST, 0.5 MILES
 GH0329'NORTH OF, IN THE NORTHWEST 1/4 OF SECTIONS 18, T 21 N, R 3 E, 69
 GH0329'FEET SOUTH AND 23 FEET EAST AND 0.3 FEET LOWER THAN THE ST.
 GH0329'LOUIS-SAN FRANCISCO RAILROAD AT A NORTH-SOUTH COUNTY ROAD CROSSING,
 GH0329'18 FEET SOUTH OF A FENCE CORNER, 2.0 FEET WEST OF A FENCE.  A
 GH0329'STANDARD DISK, STAMPED, L 47 1934 AND SET IN THE TOP OF A CONCRETE
 GH0329'POST.
 GH0329
 GH0329                          STATION RECOVERY (2022)
 GH0329
 GH0329'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0069 ***********************************************************************
 GH0069  DESIGNATION -  L 48
 GH0069  PID         -  GH0069
 GH0069  STATE/COUNTY-  OK/PAWNEE
 GH0069  COUNTRY     -  US
 GH0069  USGS QUAD   -  KEYSTONE DAM (2018)
 GH0069
 GH0069                         *CURRENT SURVEY CONTROL
 GH0069  ______________________________________________________________________
 GH0069* NAD 83(1986) POSITION- 36 09 58.     (N) 096 17 05.     (W)   SCALED
 GH0069* NAVD 88 ORTHO HEIGHT -   208.097 (meters)      682.73  (feet) ADJUSTED
 GH0069  ______________________________________________________________________
 GH0069  GEOID HEIGHT    -        -28.496 (meters)                     GEOID18
 GH0069  DYNAMIC HEIGHT  -        207.917 (meters)      682.14  (feet) COMP
 GH0069  MODELED GRAVITY -    979,762.8   (mgal)                       NAVD 88
 GH0069
 GH0069  VERT ORDER      -  SECOND    CLASS 0
 GH0069
 GH0069.The horizontal coordinates were scaled from a map and have
 GH0069.an estimated accuracy of +/- 6 seconds.
 GH0069
 GH0069.The orthometric height was determined by differential leveling and
 GH0069.adjusted by the NATIONAL GEODETIC SURVEY
 GH0069.in June 1991.
 GH0069
 GH0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0069.GEOID18 height accuracy estimate available here.
 GH0069
 GH0069.Click photographs - Photos may exist for this station.
 GH0069
 GH0069.The dynamic height is computed by dividing the NAVD 88
 GH0069.geopotential number by the normal gravity value computed on the
 GH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0069.degrees latitude (g = 980.6199 gals.).
 GH0069
 GH0069.The modeled gravity was interpolated from observed gravity values.
 GH0069
 GH0069;                    North         East    Units  Estimated Accuracy
 GH0069;SPC OK N     -   130,750.      754,310.      MT  (+/- 180 meters Scaled)
 GH0069
 GH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF442057(NAD 83)
 GH0069
 GH0069                          SUPERSEDED SURVEY CONTROL
 GH0069
 GH0069  NGVD 29 (??/??/92)  207.989  (m)          682.38   (f) ADJ UNCH    2 0
 GH0069
 GH0069.Superseded values are not recommended for survey control.
 GH0069
 GH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0069.See file dsdata.pdf to determine how the superseded data were derived.
 GH0069
 GH0069_MARKER: DB = BENCH MARK DISK
 GH0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0069_STAMPING: L 48 1934
 GH0069_MARK LOGO: CGS
 GH0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0069+STABILITY: SURFACE MOTION
 GH0069
 GH0069  HISTORY     - Date     Condition        Report By
 GH0069  HISTORY     - 1934     MONUMENTED       CGS
 GH0069  HISTORY     - 1957     MARK NOT FOUND   USGS
 GH0069
 GH0069                          STATION DESCRIPTION
 GH0069
 GH0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0069'AT KEYSTONE.
 GH0069'AT KEYSTONE, TULSA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GH0069'144 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 60
 GH0069'FEET SOUTH OF A LARGE HOUSE, 78 FEET NORTH OF THE CENTERLINE OF
 GH0069'THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0069'DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0069
 GH0069                          STATION RECOVERY (1957)
 GH0069
 GH0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GH0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0222 ***********************************************************************
 FJ0222  DESIGNATION -  L 49
 FJ0222  PID         -  FJ0222
 FJ0222  STATE/COUNTY-  OK/LINCOLN
 FJ0222  COUNTRY     -  US
 FJ0222  USGS QUAD   -  NORTH VILLAGE (2018)
 FJ0222
 FJ0222                         *CURRENT SURVEY CONTROL
 FJ0222  ______________________________________________________________________
 FJ0222* NAD 83(1986) POSITION- 35 53 53.     (N) 096 44 53.     (W)   SCALED
 FJ0222* NAVD 88 ORTHO HEIGHT -   271.920 (meters)      892.12  (feet) ADJUSTED
 FJ0222  ______________________________________________________________________
 FJ0222  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 FJ0222  DYNAMIC HEIGHT  -        271.671 (meters)      891.31  (feet) COMP
 FJ0222  MODELED GRAVITY -    979,712.4   (mgal)                       NAVD 88
 FJ0222
 FJ0222  VERT ORDER      -  SECOND    CLASS 0
 FJ0222
 FJ0222.The horizontal coordinates were scaled from a map and have
 FJ0222.an estimated accuracy of +/- 6 seconds.
 FJ0222
 FJ0222.The orthometric height was determined by differential leveling and
 FJ0222.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0222.in June 1991.
 FJ0222
 FJ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0222.GEOID18 height accuracy estimate available here.
 FJ0222
 FJ0222.Click photographs - Photos may exist for this station.
 FJ0222
 FJ0222.The dynamic height is computed by dividing the NAVD 88
 FJ0222.geopotential number by the normal gravity value computed on the
 FJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0222.degrees latitude (g = 980.6199 gals.).
 FJ0222
 FJ0222.The modeled gravity was interpolated from observed gravity values.
 FJ0222
 FJ0222;                    North         East    Units  Estimated Accuracy
 FJ0222;SPC OK N     -   100,370.      713,020.      MT  (+/- 180 meters Scaled)
 FJ0222
 FJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE032749(NAD 83)
 FJ0222
 FJ0222                          SUPERSEDED SURVEY CONTROL
 FJ0222
 FJ0222  NGVD 29 (??/??/92)  271.817  (m)          891.79   (f) ADJ UNCH    2 0
 FJ0222
 FJ0222.Superseded values are not recommended for survey control.
 FJ0222
 FJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0222.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0222
 FJ0222_MARKER: DB = BENCH MARK DISK
 FJ0222_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0222_STAMPING: L 49 1934
 FJ0222_MARK LOGO: CGS
 FJ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0222
 FJ0222  HISTORY     - Date     Condition        Report By
 FJ0222  HISTORY     - 1934     MONUMENTED       CGS
 FJ0222  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ0222
 FJ0222                          STATION DESCRIPTION
 FJ0222
 FJ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0222'6 MI S FROM CUSHING.
 FJ0222'6.0 MILES SOUTH OF ATSFRR 76 FEET NORTHEAST OF RAILROAD CULVERT
 FJ0222'88B.  36 FEET SOUTH OF EAST AND WEST SECTION LINE ROAD.  39
 FJ0222'FEET EAST OF THE CENTER LINE OF ATCHISON TOPEKA AND SANTA FE
 FJ0222'RAILROAD.  11 FEET WEST OF THE FENCE CORNER.
 FJ0222
 FJ0222                          STATION RECOVERY (2018)
 FJ0222
 FJ0222'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ0222'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0172 ***********************************************************************
 GH0172  DESIGNATION -  L 50
 GH0172  PID         -  GH0172
 GH0172  STATE/COUNTY-  OK/OSAGE
 GH0172  COUNTRY     -  US
 GH0172  USGS QUAD   -  FAIRFAX (2018)
 GH0172
 GH0172                         *CURRENT SURVEY CONTROL
 GH0172  ______________________________________________________________________
 GH0172* NAD 83(1986) POSITION- 36 32 11.     (N) 096 43 09.     (W)   SCALED
 GH0172* NAVD 88 ORTHO HEIGHT -   246.488 (meters)      808.69  (feet) ADJUSTED
 GH0172  ______________________________________________________________________
 GH0172  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 GH0172  DYNAMIC HEIGHT  -        246.278 (meters)      808.00  (feet) COMP
 GH0172  MODELED GRAVITY -    979,772.9   (mgal)                       NAVD 88
 GH0172
 GH0172  VERT ORDER      -  SECOND    CLASS 0
 GH0172
 GH0172.The horizontal coordinates were scaled from a map and have
 GH0172.an estimated accuracy of +/- 6 seconds.
 GH0172
 GH0172.The orthometric height was determined by differential leveling and
 GH0172.adjusted by the NATIONAL GEODETIC SURVEY
 GH0172.in June 1991.
 GH0172
 GH0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0172.GEOID18 height accuracy estimate available here.
 GH0172
 GH0172.Click photographs - Photos may exist for this station.
 GH0172
 GH0172.The dynamic height is computed by dividing the NAVD 88
 GH0172.geopotential number by the normal gravity value computed on the
 GH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0172.degrees latitude (g = 980.6199 gals.).
 GH0172
 GH0172.The modeled gravity was interpolated from observed gravity values.
 GH0172
 GH0172;                    North         East    Units  Estimated Accuracy
 GH0172;SPC OK N     -   171,230.      714,690.      MT  (+/- 180 meters Scaled)
 GH0172
 GH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF041458(NAD 83)
 GH0172
 GH0172                          SUPERSEDED SURVEY CONTROL
 GH0172
 GH0172  NGVD 29 (??/??/92)  246.386  (m)          808.35   (f) ADJ UNCH    2 0
 GH0172
 GH0172.Superseded values are not recommended for survey control.
 GH0172
 GH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0172.See file dsdata.pdf to determine how the superseded data were derived.
 GH0172
 GH0172_MARKER: DB = BENCH MARK DISK
 GH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0172_STAMPING: L 50 1934
 GH0172_MARK LOGO: CGS
 GH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0172+STABILITY: SURFACE MOTION
 GH0172
 GH0172  HISTORY     - Date     Condition        Report By
 GH0172  HISTORY     - 1934     MONUMENTED       CGS
 GH0172  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0172
 GH0172                          STATION DESCRIPTION
 GH0172
 GH0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0172'2.3 MI N FROM RALSTON.
 GH0172'IN OSAGE COUNTY, ABOUT 2.3 MILES NORTH ALONG THE ATCHISON,
 GH0172'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT RALSTON,
 GH0172'PAWNEE COUNTY, ABOUT 810 FEET NORTHEAST OF MILEPOST 41, 95 FEET
 GH0172'NORTH OF THE CENTER LINE OF THE TRACK, AND 5 FEET SOUTH OF
 GH0172'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 50 1934
 GH0172'AND SET IN THE TOP OF A CONCRETE POST.
 GH0172
 GH0172                          STATION RECOVERY (1976)
 GH0172
 GH0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0555 ***********************************************************************
 FH0555  DESIGNATION -  L 54
 FH0555  PID         -  FH0555
 FH0555  STATE/COUNTY-  OK/MUSKOGEE
 FH0555  COUNTRY     -  US
 FH0555  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0555
 FH0555                         *CURRENT SURVEY CONTROL
 FH0555  ______________________________________________________________________
 FH0555* NAD 83(1986) POSITION- 35 39 30.     (N) 095 21 33.     (W)   SCALED
 FH0555* NAVD 88 ORTHO HEIGHT -   180.066 (meters)      590.77  (feet) ADJUSTED
 FH0555  ______________________________________________________________________
 FH0555  GEOID HEIGHT    -        -29.568 (meters)                     GEOID18
 FH0555  DYNAMIC HEIGHT  -        179.901 (meters)      590.23  (feet) COMP
 FH0555  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 FH0555
 FH0555  VERT ORDER      -  SECOND    CLASS 0
 FH0555
 FH0555.This mark is at Davis Field Airport (MKO)
 FH0555
 FH0555.The horizontal coordinates were scaled from a map and have
 FH0555.an estimated accuracy of +/- 6 seconds.
 FH0555
 FH0555.The orthometric height was determined by differential leveling and
 FH0555.adjusted by the NATIONAL GEODETIC SURVEY
 FH0555.in June 1991.
 FH0555
 FH0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0555.GEOID18 height accuracy estimate available here.
 FH0555
 FH0555.Click photographs - Photos may exist for this station.
 FH0555
 FH0555.The dynamic height is computed by dividing the NAVD 88
 FH0555.geopotential number by the normal gravity value computed on the
 FH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0555.degrees latitude (g = 980.6199 gals.).
 FH0555
 FH0555.The modeled gravity was interpolated from observed gravity values.
 FH0555
 FH0555;                    North         East    Units  Estimated Accuracy
 FH0555;SPC OK N     -    76,300.      839,100.      MT  (+/- 180 meters Scaled)
 FH0555
 FH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV864486(NAD 83)
 FH0555
 FH0555                          SUPERSEDED SURVEY CONTROL
 FH0555
 FH0555  NGVD 29 (??/??/92)  179.950  (m)          590.39   (f) ADJ UNCH    2 0
 FH0555
 FH0555.Superseded values are not recommended for survey control.
 FH0555
 FH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0555.See file dsdata.pdf to determine how the superseded data were derived.
 FH0555
 FH0555_MARKER: DB = BENCH MARK DISK
 FH0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0555_STAMPING: L 54 1957
 FH0555_MARK LOGO: CGS
 FH0555_PROJECTION: PROJECTING 6 CENTIMETERS
 FH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0555+STABILITY: SURFACE MOTION
 FH0555
 FH0555  HISTORY     - Date     Condition        Report By
 FH0555  HISTORY     - 1957     MONUMENTED       CGS
 FH0555  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0555
 FH0555                          STATION DESCRIPTION
 FH0555
 FH0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0555'7.8 MI S FROM MUSKOGEE.
 FH0555'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0555'STATION AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 FH0555'ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, THENCE 0.85
 FH0555'MILE SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST AND
 FH0555'SOUTHEAST RUNWAY AT DAVIS FIELD, 0.3 MILE SOUTH OF THE PRESENT
 FH0555'ADMINISTRATION BUILDING, 750 FEET NORTHEAST OF THE CENTER LINE
 FH0555'OF A PROPOSED RUNWAY, 25 FEET NORTH OF THE NORTH END OF A PROPOSED
 FH0555'TAXI STRIP, 500 FEET EAST OF BENCH MARK M 54, SET IN THE TOP
 FH0555'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FH0555
 FH0555                          STATION RECOVERY (1974)
 FH0555
 FH0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0238 ***********************************************************************
 EL0238  DESIGNATION -  L 57
 EL0238  PID         -  EL0238
 EL0238  STATE/COUNTY-  OK/PONTOTOC
 EL0238  COUNTRY     -  US
 EL0238  USGS QUAD   -  ADA (2018)
 EL0238
 EL0238                         *CURRENT SURVEY CONTROL
 EL0238  ______________________________________________________________________
 EL0238* NAD 83(1986) POSITION- 34 48 39.     (N) 096 37 34.     (W)   SCALED
 EL0238* NAVD 88 ORTHO HEIGHT -   305.433 (meters)     1002.07  (feet) ADJUSTED
 EL0238  ______________________________________________________________________
 EL0238  GEOID HEIGHT    -        -26.583 (meters)                     GEOID18
 EL0238  DYNAMIC HEIGHT  -        305.136 (meters)     1001.10  (feet) COMP
 EL0238  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 EL0238
 EL0238  VERT ORDER      -  SECOND    CLASS 0
 EL0238
 EL0238.The horizontal coordinates were scaled from a map and have
 EL0238.an estimated accuracy of +/- 6 seconds.
 EL0238
 EL0238.The orthometric height was determined by differential leveling and
 EL0238.adjusted by the NATIONAL GEODETIC SURVEY
 EL0238.in June 1991.
 EL0238
 EL0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0238.GEOID18 height accuracy estimate available here.
 EL0238
 EL0238.Click photographs - Photos may exist for this station.
 EL0238
 EL0238.The dynamic height is computed by dividing the NAVD 88
 EL0238.geopotential number by the normal gravity value computed on the
 EL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0238.degrees latitude (g = 980.6199 gals.).
 EL0238
 EL0238.The modeled gravity was interpolated from observed gravity values.
 EL0238
 EL0238;                    North         East    Units  Estimated Accuracy
 EL0238;SPC OK S     -   164,750.      725,700.      MT  (+/- 180 meters Scaled)
 EL0238
 EL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD171546(NAD 83)
 EL0238
 EL0238                          SUPERSEDED SURVEY CONTROL
 EL0238
 EL0238  NGVD 29 (??/??/92)  305.334  (m)         1001.75   (f) ADJ UNCH    2 0
 EL0238
 EL0238.Superseded values are not recommended for survey control.
 EL0238
 EL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0238.See file dsdata.pdf to determine how the superseded data were derived.
 EL0238
 EL0238_MARKER: DB = BENCH MARK DISK
 EL0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0238_STAMPING: L 57 1934
 EL0238_MARK LOGO: CGS
 EL0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0238+STABILITY: SURFACE MOTION
 EL0238
 EL0238  HISTORY     - Date     Condition        Report By
 EL0238  HISTORY     - 1934     MONUMENTED       CGS
 EL0238
 EL0238                          STATION DESCRIPTION
 EL0238
 EL0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0238'5 MI NE FROM ADA.
 EL0238'5.0 MILES NORTHEAST OF STL. AND SF RR. STATION AT ADA.  325 FEET
 EL0238'SOUTHWEST OF MILE POLE 544.  107 FEET NORTH OF CENTER LINE OF
 EL0238'SECTION LINE ROAD.  85 FEET NORTHWEST OF FORDS SIDING SIGN.
 EL0238'42 FEET WEST OF THE NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0069 ***********************************************************************
 FJ0069  DESIGNATION -  L 58
 FJ0069  PID         -  FJ0069
 FJ0069  STATE/COUNTY-  OK/HUGHES
 FJ0069  COUNTRY     -  US
 FJ0069  USGS QUAD   -  WETUMKA (2018)
 FJ0069
 FJ0069                         *CURRENT SURVEY CONTROL
 FJ0069  ______________________________________________________________________
 FJ0069* NAD 83(1986) POSITION- 35 14 10.0    (N) 096 14 51.7    (W)   HD_HELD2
 FJ0069* NAVD 88 ORTHO HEIGHT -   232.141 (meters)      761.62  (feet) ADJUSTED
 FJ0069  ______________________________________________________________________
 FJ0069  GEOID HEIGHT    -        -28.508 (meters)                     GEOID18
 FJ0069  DYNAMIC HEIGHT  -        231.917 (meters)      760.88  (feet) COMP
 FJ0069  MODELED GRAVITY -    979,666.6   (mgal)                       NAVD 88
 FJ0069
 FJ0069  VERT ORDER      -  SECOND    CLASS 0
 FJ0069
 FJ0069.The horizontal coordinates were established by autonomous hand held GPS
 FJ0069.observations and have an estimated accuracy of +/- 10 meters.
 FJ0069
 FJ0069.The orthometric height was determined by differential leveling and
 FJ0069.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0069.in June 1991.
 FJ0069
 FJ0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0069.GEOID18 height accuracy estimate available here.
 FJ0069
 FJ0069.Click photographs - Photos may exist for this station.
 FJ0069
 FJ0069.The dynamic height is computed by dividing the NAVD 88
 FJ0069.geopotential number by the normal gravity value computed on the
 FJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0069.degrees latitude (g = 980.6199 gals.).
 FJ0069
 FJ0069.The modeled gravity was interpolated from observed gravity values.
 FJ0069
 FJ0069;                    North         East    Units  Estimated Accuracy
 FJ0069;SPC OK S     -   212,454.      759,496.      MT  (+/- 10 meters HH2 GPS)
 FJ0069
 FJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5046102699(NAD 83)
 FJ0069
 FJ0069                          SUPERSEDED SURVEY CONTROL
 FJ0069
 FJ0069  NGVD 29 (??/??/92)  232.026  (m)          761.24   (f) ADJ UNCH    2 0
 FJ0069
 FJ0069.Superseded values are not recommended for survey control.
 FJ0069
 FJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0069.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0069
 FJ0069_MARKER: DB = BENCH MARK DISK
 FJ0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0069_SP_SET: WATER TANK FOUNDATION
 FJ0069_STAMPING: L 58 1934
 FJ0069_MARK LOGO: CGS
 FJ0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0069+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 FJ0069
 FJ0069  HISTORY     - Date     Condition        Report By
 FJ0069  HISTORY     - 1934     MONUMENTED       CGS
 FJ0069  HISTORY     - 20060801 GOOD             AIRDAT
 FJ0069
 FJ0069                          STATION DESCRIPTION
 FJ0069
 FJ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0069'0.4 MI SW FROM WETUMKA.
 FJ0069'0.4 MILE SOUTHWEST OF STL AND SF RR. STATION AT WETUMKA.  SET
 FJ0069'IN THE NORTHEAST FOUNDATION OF NORTHEAST LEG OF WETUMKA CITY
 FJ0069'WATER TOWER.  275 FEET SOUTHEAST OF SAINT LOUIS AND SAN
 FJ0069'FRANCISCO RAILWAY TRACK.
 FJ0069
 FJ0069                          STATION RECOVERY (2006)
 FJ0069
 FJ0069'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ0069'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0458 ***********************************************************************
 FH0458  DESIGNATION -  L 59
 FH0458  PID         -  FH0458
 FH0458  STATE/COUNTY-  OK/MUSKOGEE
 FH0458  COUNTRY     -  US
 FH0458  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0458
 FH0458                         *CURRENT SURVEY CONTROL
 FH0458  ______________________________________________________________________
 FH0458* NAD 83(1986) POSITION- 35 44 39.     (N) 095 22 12.     (W)   SCALED
 FH0458* NAVD 88 ORTHO HEIGHT -   179.439 (meters)      588.71  (feet) ADJUSTED
 FH0458  ______________________________________________________________________
 FH0458  GEOID HEIGHT    -        -29.464 (meters)                     GEOID18
 FH0458  DYNAMIC HEIGHT  -        179.277 (meters)      588.18  (feet) COMP
 FH0458  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 FH0458
 FH0458  VERT ORDER      -  SECOND    CLASS 0
 FH0458
 FH0458.The horizontal coordinates were scaled from a map and have
 FH0458.an estimated accuracy of +/- 6 seconds.
 FH0458
 FH0458.The orthometric height was determined by differential leveling and
 FH0458.adjusted by the NATIONAL GEODETIC SURVEY
 FH0458.in June 1991.
 FH0458
 FH0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0458.GEOID18 height accuracy estimate available here.
 FH0458
 FH0458.Click photographs - Photos may exist for this station.
 FH0458
 FH0458.The dynamic height is computed by dividing the NAVD 88
 FH0458.geopotential number by the normal gravity value computed on the
 FH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0458.degrees latitude (g = 980.6199 gals.).
 FH0458
 FH0458.The modeled gravity was interpolated from observed gravity values.
 FH0458
 FH0458;                    North         East    Units  Estimated Accuracy
 FH0458;SPC OK N     -    85,790.      837,860.      MT  (+/- 180 meters Scaled)
 FH0458
 FH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV856581(NAD 83)
 FH0458
 FH0458                          SUPERSEDED SURVEY CONTROL
 FH0458
 FH0458  NGVD 29 (??/??/92)  179.325  (m)          588.34   (f) ADJ UNCH    2 0
 FH0458
 FH0458.Superseded values are not recommended for survey control.
 FH0458
 FH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0458.See file dsdata.pdf to determine how the superseded data were derived.
 FH0458
 FH0458_MARKER: DB = BENCH MARK DISK
 FH0458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0458_STAMPING: L 59 1934
 FH0458_MARK LOGO: CGS
 FH0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0458
 FH0458  HISTORY     - Date     Condition        Report By
 FH0458  HISTORY     - 1934     MONUMENTED       CGS
 FH0458  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0458
 FH0458                          STATION DESCRIPTION
 FH0458
 FH0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0458'0.1 MI N FROM MUSKOGEE.
 FH0458'0.1 MILE NORTH OF MISSOURI-KANSAS-TEXAS RAILWAY MILEPOST 504,
 FH0458'175 FEET EAST OF CHICAGO-ROCK ISLAND-PACIFIC RAILWAY MILE POLE
 FH0458'456/5.  48 FEET SOUTH OF RAILWAYS UNION SIGNAL TOWER.  35 FEET
 FH0458'WEST OF MISSOURI-KANSAS-TEXAS RAILWAY MAINTRACK, 30 FEET SOUTH OF
 FH0458'CHICAGO-ROCK ISLAND-PACIFIC RAILWAY TRACK.
 FH0458
 FH0458                          STATION RECOVERY (1974)
 FH0458
 FH0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0659 ***********************************************************************
 FH0659  DESIGNATION -  L 6
 FH0659  PID         -  FH0659
 FH0659  STATE/COUNTY-  OK/MCINTOSH
 FH0659  COUNTRY     -  US
 FH0659  USGS QUAD   -  HANNA (2018)
 FH0659
 FH0659                         *CURRENT SURVEY CONTROL
 FH0659  ______________________________________________________________________
 FH0659* NAD 83(1986) POSITION- 35 12 17.     (N) 095 53 32.     (W)   SCALED
 FH0659* NAVD 88 ORTHO HEIGHT -   206.093 (meters)      676.16  (feet) ADJUSTED
 FH0659  ______________________________________________________________________
 FH0659  GEOID HEIGHT    -        -29.459 (meters)                     GEOID18
 FH0659  DYNAMIC HEIGHT  -        205.892 (meters)      675.50  (feet) COMP
 FH0659  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 FH0659
 FH0659  VERT ORDER      -  FIRST     CLASS II
 FH0659
 FH0659.The horizontal coordinates were scaled from a map and have
 FH0659.an estimated accuracy of +/- 6 seconds.
 FH0659
 FH0659.The orthometric height was determined by differential leveling and
 FH0659.adjusted by the NATIONAL GEODETIC SURVEY
 FH0659.in June 1991.
 FH0659
 FH0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0659.GEOID18 height accuracy estimate available here.
 FH0659
 FH0659.Click photographs - Photos may exist for this station.
 FH0659
 FH0659.The dynamic height is computed by dividing the NAVD 88
 FH0659.geopotential number by the normal gravity value computed on the
 FH0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0659.degrees latitude (g = 980.6199 gals.).
 FH0659
 FH0659.The modeled gravity was interpolated from observed gravity values.
 FH0659
 FH0659;                    North         East    Units  Estimated Accuracy
 FH0659;SPC OK S     -   209,590.      791,920.      MT  (+/- 180 meters Scaled)
 FH0659
 FH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU367995(NAD 83)
 FH0659
 FH0659                          SUPERSEDED SURVEY CONTROL
 FH0659
 FH0659  NGVD 29 (??/??/92)  205.984  (m)          675.80   (f) ADJ UNCH    1 2
 FH0659
 FH0659.Superseded values are not recommended for survey control.
 FH0659
 FH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0659.See file dsdata.pdf to determine how the superseded data were derived.
 FH0659
 FH0659_MARKER: DB = BENCH MARK DISK
 FH0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0659_STAMPING: 675.799 L 6 1933
 FH0659_MARK LOGO: CGS
 FH0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0659+STABILITY: SURFACE MOTION
 FH0659
 FH0659  HISTORY     - Date     Condition        Report By
 FH0659  HISTORY     - 1933     MONUMENTED       CGS
 FH0659
 FH0659                          STATION DESCRIPTION
 FH0659
 FH0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0659'AT HANNA.
 FH0659'AT HANNA, MC INTOSH COUNTY, WEST OF THE SITE OF THE ABANDONED
 FH0659'FORT SMITH AND WESTERN RAILWAY STATION, AT A STREET CROSSING, 50
 FH0659'FEET NORTH OF THE OLD ROADBED, AND 2 FEET WEST OF A SIDEWALK.
 FH0659'A STANDARD DISK, STAMPED 675.799 L 6 1933 AND SET IN THE TOP
 FH0659'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0442 ***********************************************************************
 FH0442  DESIGNATION -  L 60
 FH0442  PID         -  FH0442
 FH0442  STATE/COUNTY-  OK/MCINTOSH
 FH0442  COUNTRY     -  US
 FH0442  USGS QUAD   -  OKTAHA (2018)
 FH0442
 FH0442                         *CURRENT SURVEY CONTROL
 FH0442  ______________________________________________________________________
 FH0442* NAD 83(1986) POSITION- 35 33 01.     (N) 095 29 33.     (W)   SCALED
 FH0442* NAVD 88 ORTHO HEIGHT -   169.056 (meters)      554.64  (feet) ADJUSTED
 FH0442  ______________________________________________________________________
 FH0442  GEOID HEIGHT    -        -29.689 (meters)                     GEOID18
 FH0442  DYNAMIC HEIGHT  -        168.900 (meters)      554.13  (feet) COMP
 FH0442  MODELED GRAVITY -    979,703.1   (mgal)                       NAVD 88
 FH0442
 FH0442  VERT ORDER      -  SECOND    CLASS 0
 FH0442
 FH0442.The horizontal coordinates were scaled from a map and have
 FH0442.an estimated accuracy of +/- 6 seconds.
 FH0442
 FH0442.The orthometric height was determined by differential leveling and
 FH0442.adjusted by the NATIONAL GEODETIC SURVEY
 FH0442.in June 1991.
 FH0442
 FH0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0442.GEOID18 height accuracy estimate available here.
 FH0442
 FH0442.Click photographs - Photos may exist for this station.
 FH0442
 FH0442.The dynamic height is computed by dividing the NAVD 88
 FH0442.geopotential number by the normal gravity value computed on the
 FH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0442.degrees latitude (g = 980.6199 gals.).
 FH0442
 FH0442.The modeled gravity was interpolated from observed gravity values.
 FH0442
 FH0442;                    North         East    Units  Estimated Accuracy
 FH0442;SPC OK S     -   248,750.      827,360.      MT  (+/- 180 meters Scaled)
 FH0442
 FH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV740369(NAD 83)
 FH0442
 FH0442                          SUPERSEDED SURVEY CONTROL
 FH0442
 FH0442  NGVD 29 (??/??/92)  168.954  (m)          554.31   (f) ADJ UNCH    2 0
 FH0442
 FH0442.Superseded values are not recommended for survey control.
 FH0442
 FH0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0442.See file dsdata.pdf to determine how the superseded data were derived.
 FH0442
 FH0442_MARKER: DB = BENCH MARK DISK
 FH0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0442_SP_SET: BRIDGE
 FH0442_STAMPING: L 60 1934
 FH0442_MARK LOGO: CGS
 FH0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0442
 FH0442  HISTORY     - Date     Condition        Report By
 FH0442  HISTORY     - 1934     MONUMENTED       CGS
 FH0442  HISTORY     - 1968     GOOD             CGS
 FH0442  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0442
 FH0442                          STATION DESCRIPTION
 FH0442
 FH0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0442'1.8 MI SE FROM OKTAHA.
 FH0442'1.8 MILES SOUTHEAST OF OKTAHA M.K. AND T.RR. STATION, SET ON
 FH0442'WEST SIDE OF NORTH RETAINING WALL MISSOURI KANSAS AND TEXAS
 FH0442'RAILWAY BRIDGE 518.9.390 FEET SOUTH OF MUSKOGEE AND MC INTOSH
 FH0442'COUNTY LINE
 FH0442
 FH0442                          STATION RECOVERY (1968)
 FH0442
 FH0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FH0442'RECOVERED IN GOOD CONDITION.
 FH0442
 FH0442                          STATION RECOVERY (2021)
 FH0442
 FH0442'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0460 ***********************************************************************
 DN0460  DESIGNATION -  L 61 RESET
 DN0460  PID         -  DN0460
 DN0460  STATE/COUNTY-  OK/MARSHALL
 DN0460  COUNTRY     -  US
 DN0460  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN0460
 DN0460                         *CURRENT SURVEY CONTROL
 DN0460  ______________________________________________________________________
 DN0460* NAD 83(1986) POSITION- 33 55 30.     (N) 096 38 35.     (W)   SCALED
 DN0460* NAVD 88 ORTHO HEIGHT -   183.10  (+/-2cm)      600.7   (feet) VERTCON3
 DN0460  ______________________________________________________________________
 DN0460  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 DN0460  VERT ORDER      -  THIRD (See Below)
 DN0460
 DN0460.The horizontal coordinates were scaled from a map and have
 DN0460.an estimated accuracy of +/- 6 seconds.
 DN0460
 DN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0460
 DN0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0460.GEOID18 height accuracy estimate available here.
 DN0460
 DN0460.The vertical order pertains to the NGVD 29 superseded value.
 DN0460
 DN0460.Click photographs - Photos may exist for this station.
 DN0460
 DN0460;                    North         East    Units  Estimated Accuracy
 DN0460;SPC OK S     -    66,470.      725,470.      MT  (+/- 180 meters Scaled)
 DN0460
 DN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC178563(NAD 83)
 DN0460
 DN0460                          SUPERSEDED SURVEY CONTROL
 DN0460
 DN0460  NGVD 29 (??/??/??)  183.08   (m)          600.7    (f) RESET       3  
 DN0460
 DN0460.Superseded values are not recommended for survey control.
 DN0460
 DN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0460.See file dsdata.pdf to determine how the superseded data were derived.
 DN0460
 DN0460_MARKER: DB = BENCH MARK DISK
 DN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0460_STAMPING: L 61 RESET 1936
 DN0460_MARK LOGO: CGS
 DN0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0460+STABILITY: SURFACE MOTION
 DN0460
 DN0460  HISTORY     - Date     Condition        Report By
 DN0460  HISTORY     - 1936     MONUMENTED       OKDH
 DN0460  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 DN0460
 DN0460                          STATION DESCRIPTION
 DN0460
 DN0460'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1936
 DN0460'0.3 MI NW FROM WOODVILLE.
 DN0460'ABOUT 0.3 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 DN0460'FROM WOODVILLE, MARSHALL COUNTY, 88 FEET EAST OF A POINT 252 FEET
 DN0460'SOUTH OF THE NORTHWEST CORNER OF SEC. 25, T.7 S., R.6 E., AT THE
 DN0460'CROSSING OF STATE HIGHWAY 48, ABOUT 40 FEET NORTH OF THE TRACK, AND 78
 DN0460'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 DN0460'L 61 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 DN0460'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS
 DN0460'OF THE STATE HIGHWAY COMMISSION IN JUNE 1936.
 DN0460
 DN0460                          STATION RECOVERY (1996)
 DN0460
 DN0460'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0515 ***********************************************************************
 EK0515  DESIGNATION -  L 62
 EK0515  PID         -  EK0515
 EK0515  STATE/COUNTY-  OK/BRYAN
 EK0515  COUNTRY     -  US
 EK0515  USGS QUAD   -  BOSWELL SW (2018)
 EK0515
 EK0515                         *CURRENT SURVEY CONTROL
 EK0515  ______________________________________________________________________
 EK0515* NAD 83(1986) POSITION- 34 00 19.     (N) 095 59 24.     (W)   SCALED
 EK0515* NAVD 88 ORTHO HEIGHT -   177.740 (meters)      583.14  (feet) ADJUSTED
 EK0515  ______________________________________________________________________
 EK0515  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 EK0515  DYNAMIC HEIGHT  -        177.556 (meters)      582.53  (feet) COMP
 EK0515  MODELED GRAVITY -    979,597.5   (mgal)                       NAVD 88
 EK0515
 EK0515  VERT ORDER      -  FIRST     CLASS II
 EK0515
 EK0515.The horizontal coordinates were scaled from a map and have
 EK0515.an estimated accuracy of +/- 6 seconds.
 EK0515
 EK0515.The orthometric height was determined by differential leveling and
 EK0515.adjusted by the NATIONAL GEODETIC SURVEY
 EK0515.in June 1991.
 EK0515
 EK0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0515.GEOID18 height accuracy estimate available here.
 EK0515
 EK0515.Click photographs - Photos may exist for this station.
 EK0515
 EK0515.The dynamic height is computed by dividing the NAVD 88
 EK0515.geopotential number by the normal gravity value computed on the
 EK0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0515.degrees latitude (g = 980.6199 gals.).
 EK0515
 EK0515.The modeled gravity was interpolated from observed gravity values.
 EK0515
 EK0515;                    North         East    Units  Estimated Accuracy
 EK0515;SPC OK S     -    76,380.      785,670.      MT  (+/- 180 meters Scaled)
 EK0515
 EK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT238667(NAD 83)
 EK0515
 EK0515                          SUPERSEDED SURVEY CONTROL
 EK0515
 EK0515  NGVD 29 (??/??/92)  177.680  (m)          582.94   (f) ADJ UNCH    1 2
 EK0515
 EK0515.Superseded values are not recommended for survey control.
 EK0515
 EK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0515.See file dsdata.pdf to determine how the superseded data were derived.
 EK0515
 EK0515_MARKER: DB = BENCH MARK DISK
 EK0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0515_STAMPING: L 62 1934
 EK0515_MARK LOGO: CGS
 EK0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0515+STABILITY: SURFACE MOTION
 EK0515
 EK0515  HISTORY     - Date     Condition        Report By
 EK0515  HISTORY     - 1934     MONUMENTED       CGS
 EK0515  HISTORY     - 1944     MARK NOT FOUND   SLSFRR
 EK0515  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0515
 EK0515                          STATION DESCRIPTION
 EK0515
 EK0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0515'2.9 MI E FROM BENNINGTON.
 EK0515'2.9 MILES EAST OF BANNINGTON ST. L. AND S.F. RR DEPOT.  AT
 EK0515'MILE POST 587 AND ST. LOUIS AND SAN FRANCISCO RR CROSSING.
 EK0515'50 FEET NORTH OF THE TRACK, 20 FEET EAST OF THE CENTERLINE OF
 EK0515'THE ROAD.
 EK0515
 EK0515                          STATION RECOVERY (1944)
 EK0515
 EK0515'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 EK0515'MARK NOT FOUND.
 EK0515
 EK0515                          STATION RECOVERY (1986)
 EK0515
 EK0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0350 ***********************************************************************
 GG0350  DESIGNATION -  L 62
 GG0350  PID         -  GG0350
 GG0350  STATE/COUNTY-  OK/MAYES
 GG0350  COUNTRY     -  US
 GG0350  USGS QUAD   -  ADAIR (2019)
 GG0350
 GG0350                         *CURRENT SURVEY CONTROL
 GG0350  ______________________________________________________________________
 GG0350* NAD 83(1986) POSITION- 36 25 23.     (N) 095 16 32.     (W)   SCALED
 GG0350* NAVD 88 ORTHO HEIGHT -   205.903 (meters)      675.53  (feet) ADJUSTED
 GG0350  ______________________________________________________________________
 GG0350  GEOID HEIGHT    -        -29.208 (meters)                     GEOID18
 GG0350  DYNAMIC HEIGHT  -        205.728 (meters)      674.96  (feet) COMP
 GG0350  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 GG0350
 GG0350  VERT ORDER      -  SECOND    CLASS 0
 GG0350
 GG0350.The horizontal coordinates were scaled from a map and have
 GG0350.an estimated accuracy of +/- 6 seconds.
 GG0350
 GG0350.The orthometric height was determined by differential leveling and
 GG0350.adjusted by the NATIONAL GEODETIC SURVEY
 GG0350.in June 1991.
 GG0350
 GG0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0350.GEOID18 height accuracy estimate available here.
 GG0350
 GG0350.Click photographs - Photos may exist for this station.
 GG0350
 GG0350.The dynamic height is computed by dividing the NAVD 88
 GG0350.geopotential number by the normal gravity value computed on the
 GG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0350.degrees latitude (g = 980.6199 gals.).
 GG0350
 GG0350.The modeled gravity was interpolated from observed gravity values.
 GG0350
 GG0350;                    North         East    Units  Estimated Accuracy
 GG0350;SPC OK N     -   161,320.      844,280.      MT  (+/- 180 meters Scaled)
 GG0350
 GG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA959332(NAD 83)
 GG0350
 GG0350                          SUPERSEDED SURVEY CONTROL
 GG0350
 GG0350  NGVD 29 (??/??/92)  205.788  (m)          675.16   (f) ADJ UNCH    2 0
 GG0350
 GG0350.Superseded values are not recommended for survey control.
 GG0350
 GG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0350.See file dsdata.pdf to determine how the superseded data were derived.
 GG0350
 GG0350_MARKER: DB = BENCH MARK DISK
 GG0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0350_STAMPING: L 62 1934
 GG0350_MARK LOGO: CGS
 GG0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0350+STABILITY: SURFACE MOTION
 GG0350
 GG0350  HISTORY     - Date     Condition        Report By
 GG0350  HISTORY     - 1934     MONUMENTED       CGS
 GG0350  HISTORY     - 1960     GOOD             CGS
 GG0350
 GG0350                          STATION DESCRIPTION
 GG0350
 GG0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0350'0.9 MI S FROM ADAIR.
 GG0350'0.9 MILES SOUTH OF M-K AND T DEPOT, AT ADAIR.  0.5 MILE NORTH OF
 GG0350'MILE POST 456.  96 FEET EAST OF NEAREST RAIL OF MISSOURI-KANSAS
 GG0350'AND TEXAS RAILROAD TRACK.  39 FEET SOUTH OF THE CENTER LINE OF
 GG0350'SECTION LINE ORAD.  INSIDE OF RAILROAD PROPERTY FENCE.
 GG0350
 GG0350                          STATION RECOVERY (1960)
 GG0350
 GG0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0553 ***********************************************************************
 EK0553  DESIGNATION -  L 63
 EK0553  PID         -  EK0553
 EK0553  STATE/COUNTY-  OK/PUSHMATAHA
 EK0553  COUNTRY     -  US
 EK0553  USGS QUAD   -  ANTLERS EAST (2019)
 EK0553
 EK0553                         *CURRENT SURVEY CONTROL
 EK0553  ______________________________________________________________________
 EK0553* NAD 83(1986) POSITION- 34 09 41.     (N) 095 34 37.     (W)   SCALED
 EK0553* NAVD 88 ORTHO HEIGHT -   149.075 (meters)      489.09  (feet) ADJUSTED
 EK0553  ______________________________________________________________________
 EK0553  GEOID HEIGHT    -        -29.869 (meters)                     GEOID18
 EK0553  DYNAMIC HEIGHT  -        148.913 (meters)      488.56  (feet) COMP
 EK0553  MODELED GRAVITY -    979,545.8   (mgal)                       NAVD 88
 EK0553
 EK0553  VERT ORDER      -  SECOND    CLASS 0
 EK0553
 EK0553.The horizontal coordinates were scaled from a map and have
 EK0553.an estimated accuracy of +/- 6 seconds.
 EK0553
 EK0553.The orthometric height was determined by differential leveling and
 EK0553.adjusted by the NATIONAL GEODETIC SURVEY
 EK0553.in June 1991.
 EK0553
 EK0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0553.GEOID18 height accuracy estimate available here.
 EK0553
 EK0553.Click photographs - Photos may exist for this station.
 EK0553
 EK0553.The dynamic height is computed by dividing the NAVD 88
 EK0553.geopotential number by the normal gravity value computed on the
 EK0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0553.degrees latitude (g = 980.6199 gals.).
 EK0553
 EK0553.The modeled gravity was interpolated from observed gravity values.
 EK0553
 EK0553;                    North         East    Units  Estimated Accuracy
 EK0553;SPC OK S     -    94,530.      823,400.      MT  (+/- 180 meters Scaled)
 EK0553
 EK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT624830(NAD 83)
 EK0553
 EK0553                          SUPERSEDED SURVEY CONTROL
 EK0553
 EK0553  NGVD 29 (??/??/92)  148.998  (m)          488.84   (f) ADJ UNCH    2 0
 EK0553
 EK0553.Superseded values are not recommended for survey control.
 EK0553
 EK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0553.See file dsdata.pdf to determine how the superseded data were derived.
 EK0553
 EK0553_MARKER: DB = BENCH MARK DISK
 EK0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0553_STAMPING: L 63 1934
 EK0553_MARK LOGO: CGS
 EK0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0553+STABILITY: SURFACE MOTION
 EK0553
 EK0553  HISTORY     - Date     Condition        Report By
 EK0553  HISTORY     - 1934     MONUMENTED       CGS
 EK0553
 EK0553                          STATION DESCRIPTION
 EK0553
 EK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0553'5.5 MI S FROM ANTLERS.
 EK0553'5.5 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0553'THE STATION OF THE FIFTEENTH POLE SOUTH OF MILEPOST 547, ABOUT
 EK0553'90 FEET EAST OF THE TRACK, IN LINE WITH THE RIGHT-OF-WAY FENCE,
 EK0553'AND NEAR A POLE.  A STANDARD DISK, STAMPED L 63 1934 AND SET IN
 EK0553'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0508 ***********************************************************************
 EK0508  DESIGNATION -  L 64
 EK0508  PID         -  EK0508
 EK0508  STATE/COUNTY-  OK/CHOCTAW
 EK0508  COUNTRY     -  US
 EK0508  USGS QUAD   -  FORT TOWSON (2019)
 EK0508
 EK0508                         *CURRENT SURVEY CONTROL
 EK0508  ______________________________________________________________________
 EK0508* NAD 83(1986) POSITION- 34 01 00.     (N) 095 15 36.     (W)   SCALED
 EK0508* NAVD 88 ORTHO HEIGHT -   137.231 (meters)      450.23  (feet) ADJUSTED
 EK0508  ______________________________________________________________________
 EK0508  GEOID HEIGHT    -        -29.006 (meters)                     GEOID18
 EK0508  DYNAMIC HEIGHT  -        137.086 (meters)      449.76  (feet) COMP
 EK0508  MODELED GRAVITY -    979,574.7   (mgal)                       NAVD 88
 EK0508
 EK0508  VERT ORDER      -  FIRST     CLASS II
 EK0508
 EK0508.The horizontal coordinates were scaled from a map and have
 EK0508.an estimated accuracy of +/- 6 seconds.
 EK0508
 EK0508.The orthometric height was determined by differential leveling and
 EK0508.adjusted by the NATIONAL GEODETIC SURVEY
 EK0508.in June 1991.
 EK0508
 EK0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0508.GEOID18 height accuracy estimate available here.
 EK0508
 EK0508.Click photographs - Photos may exist for this station.
 EK0508
 EK0508.The dynamic height is computed by dividing the NAVD 88
 EK0508.geopotential number by the normal gravity value computed on the
 EK0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0508.degrees latitude (g = 980.6199 gals.).
 EK0508
 EK0508.The modeled gravity was interpolated from observed gravity values.
 EK0508
 EK0508;                    North         East    Units  Estimated Accuracy
 EK0508;SPC OK S     -    79,230.      853,050.      MT  (+/- 180 meters Scaled)
 EK0508
 EK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT913663(NAD 83)
 EK0508
 EK0508                          SUPERSEDED SURVEY CONTROL
 EK0508
 EK0508  NGVD 29 (??/??/92)  137.186  (m)          450.08   (f) ADJ UNCH    1 2
 EK0508
 EK0508.Superseded values are not recommended for survey control.
 EK0508
 EK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0508.See file dsdata.pdf to determine how the superseded data were derived.
 EK0508
 EK0508_MARKER: DB = BENCH MARK DISK
 EK0508_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EK0508_SP_SET: BRIDGE ABUTMENT
 EK0508_STAMPING: L 64 1934
 EK0508_MARK LOGO: CGS
 EK0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0508
 EK0508  HISTORY     - Date     Condition        Report By
 EK0508  HISTORY     - 1934     MONUMENTED       CGS
 EK0508  HISTORY     - 1949     MARK NOT FOUND   USGS
 EK0508  HISTORY     - 1986     GOOD             NGS
 EK0508
 EK0508                          STATION DESCRIPTION
 EK0508
 EK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0508'0.3 MI E FROM FT TOWSEN.
 EK0508'0.3 MILE EAST OF FT. TOWSEN ST. L. AND S. F. STATION ON ST.
 EK0508'LOUIS AND SAN FRANCISCO RR BRIDGE OVER GATES CREEK IN THE WEST
 EK0508'ABUTMENT IN THE NORTH WINGWALL.
 EK0508
 EK0508                          STATION RECOVERY (1949)
 EK0508
 EK0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 EK0508'MARK NOT FOUND.
 EK0508
 EK0508                          STATION RECOVERY (1986)
 EK0508
 EK0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0508'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.3 KM
 EK0508'(15.7 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S.
 EK0508'HIGHWAY 271 BUSINESS ROUTE IN HUGO, IN THE NORTH END OF THE WEST
 EK0508'CONCRETE ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE SPANNING
 EK0508'GATES CREEK, 78.0 M (255.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EK0508'1.9 M (6.2 FT) NORTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) SOUTH OF THE
 EK0508'NORTH END OF THE ABUTMENT.
 EK0508'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0341 ***********************************************************************
 DM0341  DESIGNATION -  L 65
 DM0341  PID         -  DM0341
 DM0341  STATE/COUNTY-  OK/MCCURTAIN
 DM0341  COUNTRY     -  US
 DM0341  USGS QUAD   -  HAWORTH (2019)
 DM0341
 DM0341                         *CURRENT SURVEY CONTROL
 DM0341  ______________________________________________________________________
 DM0341* NAD 83(1986) POSITION- 33 50 38.10   (N) 094 39 11.33   (W)   HD_HELD1
 DM0341* NAVD 88 ORTHO HEIGHT -   124.309 (meters)      407.84  (feet) ADJUSTED
 DM0341  ______________________________________________________________________
 DM0341  GEOID HEIGHT    -        -27.446 (meters)                     GEOID18
 DM0341  DYNAMIC HEIGHT  -        124.182 (meters)      407.42  (feet) COMP
 DM0341  MODELED GRAVITY -    979,613.8   (mgal)                       NAVD 88
 DM0341
 DM0341  VERT ORDER      -  FIRST     CLASS II
 DM0341
 DM0341.The horizontal coordinates were determined by differentially corrected
 DM0341.hand held GPS observations or other comparable positioning techniques
 DM0341.and have an estimated accuracy of +/- 3 meters.
 DM0341
 DM0341.The orthometric height was determined by differential leveling and
 DM0341.adjusted by the NATIONAL GEODETIC SURVEY
 DM0341.in June 1991.
 DM0341
 DM0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0341.GEOID18 height accuracy estimate available here.
 DM0341
 DM0341.Click photographs - Photos may exist for this station.
 DM0341
 DM0341.The dynamic height is computed by dividing the NAVD 88
 DM0341.geopotential number by the normal gravity value computed on the
 DM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0341.degrees latitude (g = 980.6199 gals.).
 DM0341
 DM0341.The modeled gravity was interpolated from observed gravity values.
 DM0341
 DM0341;                    North         East    Units  Estimated Accuracy
 DM0341;SPC OK S     -    61,771.3     909,711.7     MT  (+/- 3 meters HH1 GPS) 
 DM0341
 DM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4704846079(NAD 83)
 DM0341
 DM0341                          SUPERSEDED SURVEY CONTROL
 DM0341
 DM0341  NGVD 29 (??/??/92)  124.296  (m)          407.79   (f) ADJ UNCH    1 2
 DM0341
 DM0341.Superseded values are not recommended for survey control.
 DM0341
 DM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0341.See file dsdata.pdf to determine how the superseded data were derived.
 DM0341
 DM0341_MARKER: DB = BENCH MARK DISK
 DM0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0341_STAMPING: L 65 1934
 DM0341_MARK LOGO: CGS
 DM0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0341+STABILITY: SURFACE MOTION
 DM0341
 DM0341  HISTORY     - Date     Condition        Report By
 DM0341  HISTORY     - 1934     MONUMENTED       CGS
 DM0341  HISTORY     - 1949     POOR             USGS
 DM0341  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0341
 DM0341                          STATION DESCRIPTION
 DM0341
 DM0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0341'IN HAWORTH.
 DM0341'IN THE EAST EDGE OF HAWORTH.  4 FEET SOUTH WEST OF MILEPOST 613/20.
 DM0341'250 FEET EAST OF ST. LOUIS AND SAN FRANCISCO RAILROAD STATION.  35
 DM0341'FEET NORTH OF TRACK.  200 FEET WEST OF CROSSING OF ST. L. AND S.F. RR.
 DM0341'AND HIGHWAY.  NOTE-- BM SEEMS TO BE DISTURBED AND IS TILTED.
 DM0341
 DM0341                          STATION RECOVERY (1949)
 DM0341
 DM0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0341'MARK RECOVERED IN POOR CONDITION.
 DM0341
 DM0341                          STATION RECOVERY (1986)
 DM0341
 DM0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0427 ***********************************************************************
 EK0427  DESIGNATION -  L 66
 EK0427  PID         -  EK0427
 EK0427  STATE/COUNTY-  OK/PUSHMATAHA
 EK0427  COUNTRY     -  US
 EK0427  USGS QUAD   -  ALBION (2019)
 EK0427
 EK0427                         *CURRENT SURVEY CONTROL
 EK0427  ______________________________________________________________________
 EK0427* NAD 83(1986) POSITION- 34 39 10.     (N) 095 06 59.     (W)   SCALED
 EK0427* NAVD 88 ORTHO HEIGHT -   193.601 (meters)      635.17  (feet) ADJUSTED
 EK0427  ______________________________________________________________________
 EK0427  GEOID HEIGHT    -        -31.703 (meters)                     GEOID18
 EK0427  DYNAMIC HEIGHT  -        193.392 (meters)      634.49  (feet) COMP
 EK0427  MODELED GRAVITY -    979,552.9   (mgal)                       NAVD 88
 EK0427
 EK0427  VERT ORDER      -  FIRST     CLASS II
 EK0427
 EK0427.The horizontal coordinates were scaled from a map and have
 EK0427.an estimated accuracy of +/- 6 seconds.
 EK0427
 EK0427.The orthometric height was determined by differential leveling and
 EK0427.adjusted by the NATIONAL GEODETIC SURVEY
 EK0427.in June 1991.
 EK0427
 EK0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0427.GEOID18 height accuracy estimate available here.
 EK0427
 EK0427.Click photographs - Photos may exist for this station.
 EK0427
 EK0427.The dynamic height is computed by dividing the NAVD 88
 EK0427.geopotential number by the normal gravity value computed on the
 EK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0427.degrees latitude (g = 980.6199 gals.).
 EK0427
 EK0427.The modeled gravity was interpolated from observed gravity values.
 EK0427
 EK0427;                    North         East    Units  Estimated Accuracy
 EK0427;SPC OK S     -   150,130.      864,290.      MT  (+/- 180 meters Scaled)
 EK0427
 EK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU060365(NAD 83)
 EK0427
 EK0427                          SUPERSEDED SURVEY CONTROL
 EK0427
 EK0427  NGVD 29 (??/??/92)  193.494  (m)          634.82   (f) ADJ UNCH    1 2
 EK0427
 EK0427.Superseded values are not recommended for survey control.
 EK0427
 EK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0427.See file dsdata.pdf to determine how the superseded data were derived.
 EK0427
 EK0427_MARKER: DB = BENCH MARK DISK
 EK0427_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EK0427_SP_SET: BRIDGE WINGWALL
 EK0427_STAMPING: L 66 1934
 EK0427_MARK LOGO: CGS
 EK0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0427+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 EK0427
 EK0427  HISTORY     - Date     Condition        Report By
 EK0427  HISTORY     - 1934     MONUMENTED       CGS
 EK0427  HISTORY     - 19940311 GOOD             NGS
 EK0427
 EK0427                          STATION DESCRIPTION
 EK0427
 EK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0427'1.4 MI W FROM ALBION.
 EK0427'1.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EK0427'CROSSING OF U.S. HIGHWAY 271 AT ALBION, PUSMATAHA COUNTY, AT
 EK0427'MILEPOST 492, ABOUT 120 FEET NORTH OF THE TRACK, ON U.S. HIGHWAY
 EK0427'271, AT THE EAST END OF THE BRIDGE OVER WALNUT CREEK, AND IN THE
 EK0427'TOP OF THE SOUTH WING WALL.  A STANDARD DISK, STAMPED L 66 1934.
 EK0427
 EK0427                          STATION RECOVERY (1994)
 EK0427
 EK0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EK0427'5.0 KM (3.10 MI) NORTHERLY ALONG STATE HIGHWAY 2 FROM THE POST OFFICE
 EK0427'IN CLAYTON, THENCE 19.8 KM (12.30 MI) EASTERLY ALONG U.S. HIGHWAY
 EK0427'271, IN TOP OF AND 5.0 M (16.4 FT) WEST OF THE EAST END OF THE
 EK0427'SOUTHEAST CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING WALNUT
 EK0427'CREEK, 4.2 M (13.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND 0.2 M
 EK0427'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0336 ***********************************************************************
 FH0336  DESIGNATION -  L 67
 FH0336  PID         -  FH0336
 FH0336  STATE/COUNTY-  OK/LE FLORE
 FH0336  COUNTRY     -  US
 FH0336  USGS QUAD   -  POTEAU EAST (2018)
 FH0336
 FH0336                         *CURRENT SURVEY CONTROL
 FH0336  ______________________________________________________________________
 FH0336* NAD 83(1986) POSITION- 35 03 31.     (N) 094 37 00.     (W)   SCALED
 FH0336* NAVD 88 ORTHO HEIGHT -   140.867 (meters)      462.16  (feet) ADJUSTED
 FH0336  ______________________________________________________________________
 FH0336  GEOID HEIGHT    -        -31.327 (meters)                     GEOID18
 FH0336  DYNAMIC HEIGHT  -        140.726 (meters)      461.70  (feet) COMP
 FH0336  MODELED GRAVITY -    979,628.4   (mgal)                       NAVD 88
 FH0336
 FH0336  VERT ORDER      -  SECOND    CLASS 0
 FH0336
 FH0336.The horizontal coordinates were scaled from a map and have
 FH0336.an estimated accuracy of +/- 6 seconds.
 FH0336
 FH0336.The orthometric height was determined by differential leveling and
 FH0336.adjusted by the NATIONAL GEODETIC SURVEY
 FH0336.in June 1991.
 FH0336
 FH0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0336.GEOID18 height accuracy estimate available here.
 FH0336
 FH0336.Click photographs - Photos may exist for this station.
 FH0336
 FH0336.The dynamic height is computed by dividing the NAVD 88
 FH0336.geopotential number by the normal gravity value computed on the
 FH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0336.degrees latitude (g = 980.6199 gals.).
 FH0336
 FH0336.The modeled gravity was interpolated from observed gravity values.
 FH0336
 FH0336;                    North         East    Units  Estimated Accuracy
 FH0336;SPC OK S     -   196,550.      908,570.      MT  (+/- 180 meters Scaled)
 FH0336
 FH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU525807(NAD 83)
 FH0336
 FH0336                          SUPERSEDED SURVEY CONTROL
 FH0336
 FH0336  NGVD 29 (??/??/92)  140.761  (m)          461.81   (f) ADJ UNCH    2 0
 FH0336
 FH0336.Superseded values are not recommended for survey control.
 FH0336
 FH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0336.See file dsdata.pdf to determine how the superseded data were derived.
 FH0336
 FH0336_MARKER: DB = BENCH MARK DISK
 FH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0336_STAMPING: L 67 1934
 FH0336_MARK LOGO: CGS
 FH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0336+STABILITY: SURFACE MOTION
 FH0336
 FH0336  HISTORY     - Date     Condition        Report By
 FH0336  HISTORY     - 1934     MONUMENTED       CGS
 FH0336  HISTORY     - 1959     GOOD             CGS
 FH0336
 FH0336                          STATION DESCRIPTION
 FH0336
 FH0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0336'AT POTEAU.
 FH0336'AT POTEAU, LE FLORE COUNTY, SOUTH OF THE KANSAS CITY SOUTHERN
 FH0336'RAILWAY STATION, EAST OF THE COURTHOUSE, AT A ROAD CROSSING, 30
 FH0336'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 40 FEET WEST OF
 FH0336'THE WEST RAIL.  A STANDARD DISK, STAMPED L 67 1934 AND SET IN
 FH0336'THE TOP OF A CONCRETE POST.  THE MARK IS IN THE SOUTHWEST
 FH0336'INTERSECTION OF THE FIRST ROAD CROSSING SOUTH OF THE POTEAU
 FH0336'RAILROAD STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0410 ***********************************************************************
 FH0410  DESIGNATION -  L 69
 FH0410  PID         -  FH0410
 FH0410  STATE/COUNTY-  OK/ADAIR
 FH0410  COUNTRY     -  US
 FH0410  USGS QUAD   -  WESTVILLE (2019)
 FH0410
 FH0410                         *CURRENT SURVEY CONTROL
 FH0410  ______________________________________________________________________
 FH0410* NAD 83(1986) POSITION- 35 59 46.     (N) 094 34 14.     (W)   SCALED
 FH0410* NAVD 88 ORTHO HEIGHT -   344.185 (meters)     1129.21  (feet) ADJUSTED
 FH0410  ______________________________________________________________________
 FH0410  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 FH0410  DYNAMIC HEIGHT  -        343.876 (meters)     1128.20  (feet) COMP
 FH0410  MODELED GRAVITY -    979,727.3   (mgal)                       NAVD 88
 FH0410
 FH0410  VERT ORDER      -  SECOND    CLASS 0
 FH0410
 FH0410.The horizontal coordinates were scaled from a map and have
 FH0410.an estimated accuracy of +/- 6 seconds.
 FH0410
 FH0410.The orthometric height was determined by differential leveling and
 FH0410.adjusted by the NATIONAL GEODETIC SURVEY
 FH0410.in June 1991.
 FH0410
 FH0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0410.GEOID18 height accuracy estimate available here.
 FH0410
 FH0410.Click photographs - Photos may exist for this station.
 FH0410
 FH0410.The dynamic height is computed by dividing the NAVD 88
 FH0410.geopotential number by the normal gravity value computed on the
 FH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0410.degrees latitude (g = 980.6199 gals.).
 FH0410
 FH0410.The modeled gravity was interpolated from observed gravity values.
 FH0410
 FH0410;                    North         East    Units  Estimated Accuracy
 FH0410;SPC OK N     -   115,980.      909,150.      MT  (+/- 180 meters Scaled)
 FH0410
 FH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV584846(NAD 83)
 FH0410
 FH0410                          SUPERSEDED SURVEY CONTROL
 FH0410
 FH0410  NGVD 29 (??/??/92)  344.024  (m)         1128.69   (f) ADJ UNCH    2 0
 FH0410
 FH0410.Superseded values are not recommended for survey control.
 FH0410
 FH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0410.See file dsdata.pdf to determine how the superseded data were derived.
 FH0410
 FH0410_MARKER: DB = BENCH MARK DISK
 FH0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0410_STAMPING: L 69 1934
 FH0410_MARK LOGO: CGS
 FH0410_PROJECTION: PROJECTING 30 CENTIMETERS
 FH0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0410+STABILITY: SURFACE MOTION
 FH0410
 FH0410  HISTORY     - Date     Condition        Report By
 FH0410  HISTORY     - 1934     MONUMENTED       CGS
 FH0410  HISTORY     - 1972     GOOD             USGS
 FH0410
 FH0410                          STATION DESCRIPTION
 FH0410
 FH0410'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0410'AT WESTVILLE RAILROAD STATION, 0.3 MI N. OF ALONG THE KANSAS
 FH0410'CITY SOUTHERN RAILWAY, IN NE 1/4 OF SEC. 31, T18N, R26E,
 FH0410'360 FT N. OF RAILROAD GRADE CROSSING, 10 FT N. AND 66 FT E. OF
 FH0410'MAIN TRACK AT OLD RAILROAD GRADE, IN CONCRETE POST PROJECTING
 FH0410'1.0 FT, STANDARD TABLET STAMPED L 69 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0049 ***********************************************************************
 FJ0049  DESIGNATION -  L 7
 FJ0049  PID         -  FJ0049
 FJ0049  STATE/COUNTY-  OK/OKFUSKEE
 FJ0049  COUNTRY     -  US
 FJ0049  USGS QUAD   -  OKEMAH (2018)
 FJ0049
 FJ0049                         *CURRENT SURVEY CONTROL
 FJ0049  ______________________________________________________________________
 FJ0049* NAD 83(1986) POSITION- 35 26 32.     (N) 096 18 10.     (W)   SCALED
 FJ0049* NAVD 88 ORTHO HEIGHT -   275.359 (meters)      903.41  (feet) ADJUSTED
 FJ0049  ______________________________________________________________________
 FJ0049  GEOID HEIGHT    -        -28.487 (meters)                     GEOID18
 FJ0049  DYNAMIC HEIGHT  -        275.098 (meters)      902.55  (feet) COMP
 FJ0049  MODELED GRAVITY -    979,678.8   (mgal)                       NAVD 88
 FJ0049
 FJ0049  VERT ORDER      -  FIRST     CLASS II
 FJ0049
 FJ0049.The horizontal coordinates were scaled from a map and have
 FJ0049.an estimated accuracy of +/- 6 seconds.
 FJ0049
 FJ0049.The orthometric height was determined by differential leveling and
 FJ0049.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0049.in June 1991.
 FJ0049
 FJ0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0049.GEOID18 height accuracy estimate available here.
 FJ0049
 FJ0049.Click photographs - Photos may exist for this station.
 FJ0049
 FJ0049.The dynamic height is computed by dividing the NAVD 88
 FJ0049.geopotential number by the normal gravity value computed on the
 FJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0049.degrees latitude (g = 980.6199 gals.).
 FJ0049
 FJ0049.The modeled gravity was interpolated from observed gravity values.
 FJ0049
 FJ0049;                    North         East    Units  Estimated Accuracy
 FJ0049;SPC OK N     -    50,410.      754,090.      MT  (+/- 180 meters Scaled)
 FJ0049
 FJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE448254(NAD 83)
 FJ0049
 FJ0049                          SUPERSEDED SURVEY CONTROL
 FJ0049
 FJ0049  NGVD 29 (??/??/92)  275.237  (m)          903.01   (f) ADJ UNCH    1 2
 FJ0049
 FJ0049.Superseded values are not recommended for survey control.
 FJ0049
 FJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0049.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0049
 FJ0049_MARKER: DB = BENCH MARK DISK
 FJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0049_STAMPING: 903.007 L 7 1933
 FJ0049_MARK LOGO: CGS
 FJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0049+STABILITY: SURFACE MOTION
 FJ0049
 FJ0049  HISTORY     - Date     Condition        Report By
 FJ0049  HISTORY     - 1933     MONUMENTED       CGS
 FJ0049  HISTORY     - 1934     GOOD             CGS
 FJ0049  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0049
 FJ0049                          STATION DESCRIPTION
 FJ0049
 FJ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0049'0.8 MI W FROM OKEMAH.
 FJ0049'0.8 MILES WEST 50 FT. WEST OF CENTER LINE OF F.S. AND W. R. R.
 FJ0049'AT MILE POST 132 PLUS 19 POLES.  1 FT. EAST OF FENCE, 32 FT.
 FJ0049'SOUTH OF FENCE CORNER.  50 FT. SOUTH OF CENTER LINE OF GRAVEL
 FJ0049'ROAD.
 FJ0049
 FJ0049                          STATION RECOVERY (1934)
 FJ0049
 FJ0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0049'RECOVERED IN GOOD CONDITION.
 FJ0049
 FJ0049                          STATION RECOVERY (1984)
 FJ0049
 FJ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0049'NOT RECOVERED, PROBABLY TAKEN OUT BY LANDSCAPING OF HOUSING
 FJ0049'DEVELOPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0226 ***********************************************************************
 GG0226  DESIGNATION -  L 70
 GG0226  PID         -  GG0226
 GG0226  STATE/COUNTY-  OK/DELAWARE
 GG0226  COUNTRY     -  US
 GG0226  USGS QUAD   -  DODGE (2018)
 GG0226
 GG0226                         *CURRENT SURVEY CONTROL
 GG0226  ______________________________________________________________________
 GG0226* NAD 83(1986) POSITION- 36 34 25.     (N) 094 39 24.     (W)   SCALED
 GG0226* NAVD 88 ORTHO HEIGHT -   286.450 (meters)      939.79  (feet) ADJUSTED
 GG0226  ______________________________________________________________________
 GG0226  GEOID HEIGHT    -        -28.799 (meters)                     GEOID18
 GG0226  DYNAMIC HEIGHT  -        286.209 (meters)      939.00  (feet) COMP
 GG0226  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 GG0226
 GG0226  VERT ORDER      -  SECOND    CLASS 0
 GG0226
 GG0226.The horizontal coordinates were scaled from a map and have
 GG0226.an estimated accuracy of +/- 6 seconds.
 GG0226
 GG0226.The orthometric height was determined by differential leveling and
 GG0226.adjusted by the NATIONAL GEODETIC SURVEY
 GG0226.in June 1991.
 GG0226
 GG0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0226.GEOID18 height accuracy estimate available here.
 GG0226
 GG0226.Click photographs - Photos may exist for this station.
 GG0226
 GG0226.The dynamic height is computed by dividing the NAVD 88
 GG0226.geopotential number by the normal gravity value computed on the
 GG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0226.degrees latitude (g = 980.6199 gals.).
 GG0226
 GG0226.The modeled gravity was interpolated from observed gravity values.
 GG0226
 GG0226;                    North         East    Units  Estimated Accuracy
 GG0226;SPC OK N     -   179,750.      899,180.      MT  (+/- 180 meters Scaled)
 GG0226
 GG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA517488(NAD 83)
 GG0226
 GG0226                          SUPERSEDED SURVEY CONTROL
 GG0226
 GG0226  NGVD 29 (??/??/92)  286.339  (m)          939.43   (f) ADJ UNCH    2 0
 GG0226
 GG0226.Superseded values are not recommended for survey control.
 GG0226
 GG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0226.See file dsdata.pdf to determine how the superseded data were derived.
 GG0226
 GG0226_MARKER: DB = BENCH MARK DISK
 GG0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0226_STAMPING: L 70 1934
 GG0226_MARK LOGO: CGS
 GG0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0226+STABILITY: SURFACE MOTION
 GG0226
 GG0226  HISTORY     - Date     Condition        Report By
 GG0226  HISTORY     - 1934     MONUMENTED       CGS
 GG0226
 GG0226                          STATION DESCRIPTION
 GG0226
 GG0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0226'AT DODGE.
 GG0226'AT DODGE, DELAWARE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GG0226'RAILWAY, 3 POLES EAST OF THE STATION, 6 POLES EAST OF THE
 GG0226'FIFTEENTH POLE WEST OF MILEPOST 372, AT A ROAD CROSSING, 25 FEET
 GG0226'WEST OF THE CENTERLINE OF THE ROAD, AND 30 FEET SOUTH OF THE
 GG0226'TRACK.  A STANDARD DISK, STAMPED L 70 1934 AND SET IN THE TOP
 GG0226'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0373 ***********************************************************************
 GL0373  DESIGNATION -  L 71
 GL0373  PID         -  GL0373
 GL0373  STATE/COUNTY-  OK/CIMARRON
 GL0373  COUNTRY     -  US
 GL0373  USGS QUAD   -  KENTON SE (2018)
 GL0373
 GL0373                         *CURRENT SURVEY CONTROL
 GL0373  ______________________________________________________________________
 GL0373* NAD 83(1986) POSITION- 36 45 45.     (N) 102 48 19.     (W)   SCALED
 GL0373* NAVD 88 ORTHO HEIGHT -  1374.419 (meters)     4509.24  (feet) ADJUSTED
 GL0373  ______________________________________________________________________
 GL0373  GEOID HEIGHT    -        -23.010 (meters)                     GEOID18
 GL0373  DYNAMIC HEIGHT  -       1372.873 (meters)     4504.17  (feet) COMP
 GL0373  MODELED GRAVITY -    979,459.2   (mgal)                       NAVD 88
 GL0373
 GL0373  VERT ORDER      -  SECOND    CLASS 0
 GL0373
 GL0373.The horizontal coordinates were scaled from a map and have
 GL0373.an estimated accuracy of +/- 6 seconds.
 GL0373
 GL0373.The orthometric height was determined by differential leveling and
 GL0373.adjusted by the NATIONAL GEODETIC SURVEY
 GL0373.in June 1991.
 GL0373
 GL0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0373.GEOID18 height accuracy estimate available here.
 GL0373
 GL0373.Click photographs - Photos may exist for this station.
 GL0373
 GL0373.The dynamic height is computed by dividing the NAVD 88
 GL0373.geopotential number by the normal gravity value computed on the
 GL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0373.degrees latitude (g = 980.6199 gals.).
 GL0373
 GL0373.The modeled gravity was interpolated from observed gravity values.
 GL0373
 GL0373;                    North         East    Units  Estimated Accuracy
 GL0373;SPC OK N     -   206,180.      171,120.      MT  (+/- 180 meters Scaled)
 GL0373
 GL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA958707(NAD 83)
 GL0373
 GL0373                          SUPERSEDED SURVEY CONTROL
 GL0373
 GL0373.No superseded survey control is available for this station.
 GL0373
 GL0373_MARKER: DB = BENCH MARK DISK
 GL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0373_STAMPING: L 71 1935
 GL0373_MARK LOGO: CGS
 GL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0373+STABILITY: SURFACE MOTION
 GL0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0373+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0373
 GL0373  HISTORY     - Date     Condition        Report By
 GL0373  HISTORY     - 1935     MONUMENTED       CGS
 GL0373  HISTORY     - 1939     GOOD             CGS
 GL0373  HISTORY     - 20051008 GOOD             INDIV
 GL0373
 GL0373                          STATION DESCRIPTION
 GL0373
 GL0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0373'17.0 MI E FROM WHEELESS.
 GL0373'17.0 MI. E. OF KENTON ALONG RD. TO BOISE CITY AND U.S. HWY. NO. 64. AT
 GL0373'A CATTLE GUARD, 85 FT. W. OF THE CENTER LINE OF THE HWY., AND 2 FT. N.
 GL0373'OF A WIRE FENCE, ON THE ROAD BETWEEN KENTON, OKLA. AND JUNCTION OF US
 GL0373'64 AND ROAD TO WHEELESS, OKLA.
 GL0373
 GL0373                          STATION RECOVERY (1939)
 GL0373
 GL0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GL0373'RECOVERED IN GOOD CONDITION.
 GL0373
 GL0373                          STATION RECOVERY (2005)
 GL0373
 GL0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0756 ***********************************************************************
 GK0756  DESIGNATION -  L 72
 GK0756  PID         -  GK0756
 GK0756  STATE/COUNTY-  OK/TEXAS
 GK0756  COUNTRY     -  US
 GK0756  USGS QUAD   -  HOUGH SW (2018)
 GK0756
 GK0756                         *CURRENT SURVEY CONTROL
 GK0756  ______________________________________________________________________
 GK0756* NAD 83(1986) POSITION- 36 45 42.     (N) 101 42 31.     (W)   SCALED
 GK0756* NAVD 88 ORTHO HEIGHT -  1026.509 (meters)     3367.80  (feet) ADJUSTED
 GK0756  ______________________________________________________________________
 GK0756  GEOID HEIGHT    -        -25.792 (meters)                     GEOID18
 GK0756  DYNAMIC HEIGHT  -       1025.447 (meters)     3364.32  (feet) COMP
 GK0756  MODELED GRAVITY -    979,562.0   (mgal)                       NAVD 88
 GK0756
 GK0756  VERT ORDER      -  SECOND    CLASS 0
 GK0756
 GK0756.The horizontal coordinates were scaled from a map and have
 GK0756.an estimated accuracy of +/- 6 seconds.
 GK0756
 GK0756.The orthometric height was determined by differential leveling and
 GK0756.adjusted by the NATIONAL GEODETIC SURVEY
 GK0756.in June 1991.
 GK0756
 GK0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0756.GEOID18 height accuracy estimate available here.
 GK0756
 GK0756.Click photographs - Photos may exist for this station.
 GK0756
 GK0756.The dynamic height is computed by dividing the NAVD 88
 GK0756.geopotential number by the normal gravity value computed on the
 GK0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0756.degrees latitude (g = 980.6199 gals.).
 GK0756
 GK0756.The modeled gravity was interpolated from observed gravity values.
 GK0756
 GK0756;                    North         East    Units  Estimated Accuracy
 GK0756;SPC OK N     -   201,790.      268,940.      MT  (+/- 180 meters Scaled)
 GK0756
 GK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF582718(NAD 83)
 GK0756
 GK0756                          SUPERSEDED SURVEY CONTROL
 GK0756
 GK0756  NGVD 29 (??/??/92) 1026.057  (m)         3366.32   (f) ADJ UNCH    2 0
 GK0756
 GK0756.Superseded values are not recommended for survey control.
 GK0756
 GK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0756.See file dsdata.pdf to determine how the superseded data were derived.
 GK0756
 GK0756_MARKER: DB = BENCH MARK DISK
 GK0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0756_STAMPING: L 72 1935
 GK0756_MARK LOGO: CGS
 GK0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0756+STABILITY: SURFACE MOTION
 GK0756
 GK0756  HISTORY     - Date     Condition        Report By
 GK0756  HISTORY     - 1935     MONUMENTED       CGS
 GK0756
 GK0756                          STATION DESCRIPTION
 GK0756
 GK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0756'17.0 MI W FROM GUYMON.
 GK0756'17.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A SCHOOL BUILDING, 120 FT. N.
 GK0756'OF THE N.E. CORNER OF THE BUILDING, 50 FT.N. OF THE CENTER LINE OF THE
 GK0756'HWY., 35 FT. W. OF THE CENTER LINE OF A CROSS ROAD, AND 2 FT. W. OF A
 GK0756'TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0325 ***********************************************************************
 GL0325  DESIGNATION -  L 73
 GL0325  PID         -  GL0325
 GL0325  STATE/COUNTY-  OK/CIMARRON
 GL0325  COUNTRY     -  US
 GL0325  USGS QUAD   -  BOISE CITY (2018)
 GL0325
 GL0325                         *CURRENT SURVEY CONTROL
 GL0325  ______________________________________________________________________
 GL0325* NAD 83(1986) POSITION- 36 43 59.8    (N) 102 33 13.5    (W)   HD_HELD2
 GL0325* NAVD 88 ORTHO HEIGHT -  1283.517 (meters)     4211.01  (feet) ADJUSTED
 GL0325  ______________________________________________________________________
 GL0325  GEOID HEIGHT    -        -23.664 (meters)                     GEOID18
 GL0325  DYNAMIC HEIGHT  -       1282.106 (meters)     4206.38  (feet) COMP
 GL0325  MODELED GRAVITY -    979,487.1   (mgal)                       NAVD 88
 GL0325
 GL0325  VERT ORDER      -  FIRST     CLASS II
 GL0325
 GL0325.The horizontal coordinates were established by autonomous hand held GPS
 GL0325.observations and have an estimated accuracy of +/- 10 meters.
 GL0325
 GL0325.The orthometric height was determined by differential leveling and
 GL0325.adjusted by the NATIONAL GEODETIC SURVEY
 GL0325.in June 1991.
 GL0325
 GL0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0325.GEOID18 height accuracy estimate available here.
 GL0325
 GL0325.Click photographs - Photos may exist for this station.
 GL0325
 GL0325.The dynamic height is computed by dividing the NAVD 88
 GL0325.geopotential number by the normal gravity value computed on the
 GL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0325.degrees latitude (g = 980.6199 gals.).
 GL0325
 GL0325.The modeled gravity was interpolated from observed gravity values.
 GL0325
 GL0325;                    North         East    Units  Estimated Accuracy
 GL0325;SPC OK N     -   201,855.      193,403.      MT  (+/- 10 meters HH2 GPS)
 GL0325
 GL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1843468074(NAD 83)
 GL0325
 GL0325                          SUPERSEDED SURVEY CONTROL
 GL0325
 GL0325.No superseded survey control is available for this station.
 GL0325
 GL0325_MARKER: DB = BENCH MARK DISK
 GL0325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0325_SP_SET: BOX CULVERT HEADWALL
 GL0325_STAMPING: L 73 1935
 GL0325_MARK LOGO: CGS
 GL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0325+STABILITY: SURFACE MOTION
 GL0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0325+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0325
 GL0325  HISTORY     - Date     Condition        Report By
 GL0325  HISTORY     - 1935     MONUMENTED       CGS
 GL0325  HISTORY     - 1941     GOOD             CGS
 GL0325  HISTORY     - 1985     GOOD             NGS
 GL0325  HISTORY     - 20051008 GOOD             INDIV
 GL0325
 GL0325                          STATION DESCRIPTION
 GL0325
 GL0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0325'2.3 MI W FROM BOISE CITY.
 GL0325'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0325'ON U.S. HIGHWAY NO. 64, GO 2.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0325'MARK IS AT A CROSS ROADS, SET HORIZONTALLY IN THE SOUTH END OF THE
 GL0325'EAST HEADWALL OF A LARGE CONCRETE BOX CULVERT UNDER THE NORTH-SOUTH
 GL0325'ROAD.  90.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF
 GL0325'HIGHWAY NO. 64.  15.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 GL0325'ROAD.  A STANDARD DISK SET IN DRILL HOLE.  NEAR THE NORTHWEST CORNER
 GL0325'OF SECTION 17, T 3 N, R 5 E.
 GL0325
 GL0325                          STATION RECOVERY (1985)
 GL0325
 GL0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0325'RECOVERED IN GOOD CONDITION.
 GL0325
 GL0325                          STATION RECOVERY (2005)
 GL0325
 GL0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0755 ***********************************************************************
 GK0755  DESIGNATION -  L 74
 GK0755  PID         -  GK0755
 GK0755  STATE/COUNTY-  OK/TEXAS
 GK0755  COUNTRY     -  US
 GK0755  USGS QUAD   -  HOUGH SW (2018)
 GK0755
 GK0755                         *CURRENT SURVEY CONTROL
 GK0755  ______________________________________________________________________
 GK0755* NAD 83(1986) POSITION- 36 45 44.     (N) 101 41 28.     (W)   SCALED
 GK0755* NAVD 88 ORTHO HEIGHT -  1018.628 (meters)     3341.95  (feet) ADJUSTED
 GK0755  ______________________________________________________________________
 GK0755  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 GK0755  DYNAMIC HEIGHT  -       1017.575 (meters)     3338.49  (feet) COMP
 GK0755  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 GK0755
 GK0755  VERT ORDER      -  SECOND    CLASS 0
 GK0755
 GK0755.The horizontal coordinates were scaled from a map and have
 GK0755.an estimated accuracy of +/- 6 seconds.
 GK0755
 GK0755.The orthometric height was determined by differential leveling and
 GK0755.adjusted by the NATIONAL GEODETIC SURVEY
 GK0755.in June 1991.
 GK0755
 GK0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0755.GEOID18 height accuracy estimate available here.
 GK0755
 GK0755.Click photographs - Photos may exist for this station.
 GK0755
 GK0755.The dynamic height is computed by dividing the NAVD 88
 GK0755.geopotential number by the normal gravity value computed on the
 GK0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0755.degrees latitude (g = 980.6199 gals.).
 GK0755
 GK0755.The modeled gravity was interpolated from observed gravity values.
 GK0755
 GK0755;                    North         East    Units  Estimated Accuracy
 GK0755;SPC OK N     -   201,790.      270,510.      MT  (+/- 180 meters Scaled)
 GK0755
 GK0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF597718(NAD 83)
 GK0755
 GK0755                          SUPERSEDED SURVEY CONTROL
 GK0755
 GK0755  NGVD 29 (??/??/92) 1018.178  (m)         3340.47   (f) ADJ UNCH    2 0
 GK0755
 GK0755.Superseded values are not recommended for survey control.
 GK0755
 GK0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0755.See file dsdata.pdf to determine how the superseded data were derived.
 GK0755
 GK0755_MARKER: DB = BENCH MARK DISK
 GK0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0755_STAMPING: L 74 1935
 GK0755_MARK LOGO: CGS
 GK0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0755+STABILITY: SURFACE MOTION
 GK0755
 GK0755  HISTORY     - Date     Condition        Report By
 GK0755  HISTORY     - 1935     MONUMENTED       CGS
 GK0755  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0755
 GK0755                          STATION DESCRIPTION
 GK0755
 GK0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0755'16.1 MI W FROM GUYMON.
 GK0755'16.1 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 200 FT. E. OF A HIGHWAY
 GK0755'CAMP, 15 FT. W. OF THE CENTER LINE OF A CROSS ROAD, 48 FT. S. OF THE
 GK0755'CENTER LINE OF THE HWY., AND 2 FT. N. OF A FENCE CORNER.
 GK0755
 GK0755                          STATION RECOVERY (1973)
 GK0755
 GK0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0740 ***********************************************************************
 GK0740  DESIGNATION -  L 75 RESET
 GK0740  PID         -  GK0740
 GK0740  STATE/COUNTY-  OK/TEXAS
 GK0740  COUNTRY     -  US
 GK0740  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0740
 GK0740                         *CURRENT SURVEY CONTROL
 GK0740  ______________________________________________________________________
 GK0740* NAD 83(1986) POSITION- 36 56 10.     (N) 101 54 08.     (W)   SCALED
 GK0740* NAVD 88 ORTHO HEIGHT -  1109.15  (+/-2cm)     3638.9   (feet) VERTCON3
 GK0740  ______________________________________________________________________
 GK0740  GEOID HEIGHT    -        -25.115 (meters)                     GEOID18
 GK0740  VERT ORDER      -  THIRD (See Below)
 GK0740
 GK0740.The horizontal coordinates were scaled from a map and have
 GK0740.an estimated accuracy of +/- 6 seconds.
 GK0740
 GK0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0740
 GK0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0740.GEOID18 height accuracy estimate available here.
 GK0740
 GK0740.The vertical order pertains to the NGVD 29 superseded value.
 GK0740
 GK0740.Click photographs - Photos may exist for this station.
 GK0740
 GK0740;                    North         East    Units  Estimated Accuracy
 GK0740;SPC OK N     -   221,810.      252,450.      MT  (+/- 180 meters Scaled)
 GK0740
 GK0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF415917(NAD 83)
 GK0740
 GK0740                          SUPERSEDED SURVEY CONTROL
 GK0740
 GK0740  NGVD 29 (??/??/??) 1108.67   (m)         3637.4    (f) RESET       3  
 GK0740
 GK0740.Superseded values are not recommended for survey control.
 GK0740
 GK0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0740.See file dsdata.pdf to determine how the superseded data were derived.
 GK0740
 GK0740_MARKER: DB = BENCH MARK DISK
 GK0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0740_STAMPING: L 75 RESET 1955
 GK0740_MARK LOGO: CGS
 GK0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0740+STABILITY: SURFACE MOTION
 GK0740
 GK0740  HISTORY     - Date     Condition        Report By
 GK0740  HISTORY     - 1955     MONUMENTED       CGS
 GK0740  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0740
 GK0740                          STATION DESCRIPTION
 GK0740
 GK0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GK0740'4.8 MI S FROM ELKHART,KANSAS.
 GK0740'IN TEXAS COUNTY, OKLAHOMA, ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY
 GK0740'NO.95, FROM MAIN STREET IN ELKHART, KANSAS, MORTON COUNTY, AT THE
 GK0740'JUNCTION OF A FARM ROAD LEADING WEST, ABOUT 98 FEET WEST OF THE
 GK0740'CENTERLINE OF THE HIGHWAY AND 45 FEET NORTH OF THE CENTERLINE OF THE
 GK0740'ROAD WEST. A STANDARD DISK STAMPED L 75 RESET 1955 AND SET IN A
 GK0740'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT 2 1/2 FEET
 GK0740'WEST-SOUTHWEST OF A 6 IN. CREOSOTED POST.
 GK0740
 GK0740                          STATION RECOVERY (1973)
 GK0740
 GK0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0740'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0308 ***********************************************************************
 FH0308  DESIGNATION -  L 76
 FH0308  PID         -  FH0308
 FH0308  STATE/COUNTY-  OK/SEQUOYAH
 FH0308  COUNTRY     -  US
 FH0308  USGS QUAD   -  MULDROW SW (2018)
 FH0308
 FH0308                         *CURRENT SURVEY CONTROL
 FH0308  ______________________________________________________________________
 FH0308* NAD 83(1986) POSITION- 35 21 14.     (N) 094 43 07.     (W)   SCALED
 FH0308* NAVD 88 ORTHO HEIGHT -   134.517 (meters)      441.33  (feet) ADJUSTED
 FH0308  ______________________________________________________________________
 FH0308  GEOID HEIGHT    -        -30.399 (meters)                     GEOID18
 FH0308  DYNAMIC HEIGHT  -        134.389 (meters)      440.91  (feet) COMP
 FH0308  MODELED GRAVITY -    979,683.6   (mgal)                       NAVD 88
 FH0308
 FH0308  VERT ORDER      -  SECOND    CLASS 0
 FH0308
 FH0308.The horizontal coordinates were scaled from a map and have
 FH0308.an estimated accuracy of +/- 6 seconds.
 FH0308
 FH0308.The orthometric height was determined by differential leveling and
 FH0308.adjusted by the NATIONAL GEODETIC SURVEY
 FH0308.in June 1991.
 FH0308
 FH0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0308.GEOID18 height accuracy estimate available here.
 FH0308
 FH0308.Click photographs - Photos may exist for this station.
 FH0308
 FH0308.The dynamic height is computed by dividing the NAVD 88
 FH0308.geopotential number by the normal gravity value computed on the
 FH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0308.degrees latitude (g = 980.6199 gals.).
 FH0308
 FH0308.The modeled gravity was interpolated from observed gravity values.
 FH0308
 FH0308;                    North         East    Units  Estimated Accuracy
 FH0308;SPC OK N     -    44,310.      898,210.      MT  (+/- 180 meters Scaled)
 FH0308
 FH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV438136(NAD 83)
 FH0308
 FH0308                          SUPERSEDED SURVEY CONTROL
 FH0308
 FH0308  NGVD 29 (??/??/92)  134.424  (m)          441.02   (f) ADJ UNCH    2 0
 FH0308
 FH0308.Superseded values are not recommended for survey control.
 FH0308
 FH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0308.See file dsdata.pdf to determine how the superseded data were derived.
 FH0308
 FH0308_MARKER: DB = BENCH MARK DISK
 FH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0308_STAMPING: L 76 1940
 FH0308_MARK LOGO: CGS
 FH0308_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0308+STABILITY: SURFACE MOTION
 FH0308
 FH0308  HISTORY     - Date     Condition        Report By
 FH0308  HISTORY     - 1940     MONUMENTED       CGS
 FH0308
 FH0308                          STATION DESCRIPTION
 FH0308
 FH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0308'4.1 MI SW FROM GANS.
 FH0308'4.1 MILES SOUTHWEST OF RR STATION AT GANS.  TO REACH FROM RR
 FH0308'STATION AT GANS PROCEED SOUTH ON STREET IN GANS, GO 0.1 MILE,
 FH0308'TURN LEFT AT STREET INTERSECTION IN GANS AND FOLLOW GRADED ROAD
 FH0308'SOUTHEASTERLY, GO 0.3 MILE, TAKE RIGHT FORK AND FOLLOW GRADED
 FH0308'ROAD SOUTH, GO 1.5 MILES, TURN RIGHT (WEST) AT CROSS ROADS,
 FH0308'GO 1.0 MILE, TURN LEFT (SOUTH) AT CROSS ROADS, GO 0.2 MILE,
 FH0308'TURN RIGHT (WEST) THROUGH GATE AND FOLLOW FARM ROAD TO RIVER.
 FH0308'BENCH MARK IS 22 FEET NORTH OF THE EDGE OF RIVER BANK, 33 FEET
 FH0308'EAST OF 4X4 INCH WOOD POST PAINTED WHITE PROJECTING 18 INCHES.
 FH0308'MONUMENT PROJECTS ABOUT 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0327 ***********************************************************************
 FH0327  DESIGNATION -  L 77
 FH0327  PID         -  FH0327
 FH0327  STATE/COUNTY-  OK/SEQUOYAH
 FH0327  COUNTRY     -  US
 FH0327  USGS QUAD   -  FORT COFFEE (2018)
 FH0327
 FH0327                         *CURRENT SURVEY CONTROL
 FH0327  ______________________________________________________________________
 FH0327* NAD 83(1986) POSITION- 35 19 58.     (N) 094 37 11.     (W)   SCALED
 FH0327* NAVD 88 ORTHO HEIGHT -   141.897 (meters)      465.54  (feet) ADJUSTED
 FH0327  ______________________________________________________________________
 FH0327  GEOID HEIGHT    -        -30.458 (meters)                     GEOID18
 FH0327  DYNAMIC HEIGHT  -        141.762 (meters)      465.10  (feet) COMP
 FH0327  MODELED GRAVITY -    979,679.9   (mgal)                       NAVD 88
 FH0327
 FH0327  VERT ORDER      -  SECOND    CLASS 0
 FH0327
 FH0327.The horizontal coordinates were scaled from a map and have
 FH0327.an estimated accuracy of +/- 6 seconds.
 FH0327
 FH0327.The orthometric height was determined by differential leveling and
 FH0327.adjusted by the NATIONAL GEODETIC SURVEY
 FH0327.in June 1991.
 FH0327
 FH0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0327.GEOID18 height accuracy estimate available here.
 FH0327
 FH0327.Click photographs - Photos may exist for this station.
 FH0327
 FH0327.The dynamic height is computed by dividing the NAVD 88
 FH0327.geopotential number by the normal gravity value computed on the
 FH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0327.degrees latitude (g = 980.6199 gals.).
 FH0327
 FH0327.The modeled gravity was interpolated from observed gravity values.
 FH0327
 FH0327;                    North         East    Units  Estimated Accuracy
 FH0327;SPC OK N     -    42,270.      907,280.      MT  (+/- 180 meters Scaled)
 FH0327
 FH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV527111(NAD 83)
 FH0327
 FH0327                          SUPERSEDED SURVEY CONTROL
 FH0327
 FH0327  NGVD 29 (??/??/92)  141.812  (m)          465.26   (f) ADJ UNCH    2 0
 FH0327
 FH0327.Superseded values are not recommended for survey control.
 FH0327
 FH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0327.See file dsdata.pdf to determine how the superseded data were derived.
 FH0327
 FH0327_MARKER: DB = BENCH MARK DISK
 FH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0327_STAMPING: L 77 1940
 FH0327_MARK LOGO: CGS
 FH0327_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0327+STABILITY: SURFACE MOTION
 FH0327
 FH0327  HISTORY     - Date     Condition        Report By
 FH0327  HISTORY     - 1940     MONUMENTED       CGS
 FH0327
 FH0327                          STATION DESCRIPTION
 FH0327
 FH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0327'2.5 MI NE FROM REDLAND.
 FH0327'2.5 MILES NORTHEAST OF KANSAS CITY SOUTHERN RR STATION IN
 FH0327'REDLAND.  TO REACH FROM RR STATION IN REDLAND PROCEED NORTH ON
 FH0327'GRAVELED ROAD, GO 2.0 MILES, TURN RIGHT (EAST AT T-INTERSECTION
 FH0327'AND FOLLOW GRADED ROAD, GO 0.5 MILE.  BENCH MARK IS AT CROSS
 FH0327'ROADS AND SECTION CORNER, 18 FEET NORTH OF EAST-WEST ROAD, 1.3
 FH0327'FEET NORTH OF FENCE LINE, 2.5 FEET WEST OF 4X4 INCH WOOD POST
 FH0327'PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.8 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0730 ***********************************************************************
 FH0730  DESIGNATION -  L 79
 FH0730  PID         -  FH0730
 FH0730  STATE/COUNTY-  OK/WAGONER
 FH0730  COUNTRY     -  US
 FH0730  USGS QUAD   -  RED BIRD (2018)
 FH0730
 FH0730                         *CURRENT SURVEY CONTROL
 FH0730  ______________________________________________________________________
 FH0730* NAD 83(1986) POSITION- 35 56 39.     (N) 095 36 28.     (W)   SCALED
 FH0730* NAVD 88 ORTHO HEIGHT -   184.207 (meters)      604.35  (feet) ADJUSTED
 FH0730  ______________________________________________________________________
 FH0730  GEOID HEIGHT    -        -29.291 (meters)                     GEOID18
 FH0730  DYNAMIC HEIGHT  -        184.043 (meters)      603.81  (feet) COMP
 FH0730  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 FH0730
 FH0730  VERT ORDER      -  SECOND    CLASS 0
 FH0730
 FH0730.The horizontal coordinates were scaled from a map and have
 FH0730.an estimated accuracy of +/- 6 seconds.
 FH0730
 FH0730.The orthometric height was determined by differential leveling and
 FH0730.adjusted by the NATIONAL GEODETIC SURVEY
 FH0730.in June 1991.
 FH0730
 FH0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0730.GEOID18 height accuracy estimate available here.
 FH0730
 FH0730.Click photographs - Photos may exist for this station.
 FH0730
 FH0730.The dynamic height is computed by dividing the NAVD 88
 FH0730.geopotential number by the normal gravity value computed on the
 FH0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0730.degrees latitude (g = 980.6199 gals.).
 FH0730
 FH0730.The modeled gravity was interpolated from observed gravity values.
 FH0730
 FH0730;                    North         East    Units  Estimated Accuracy
 FH0730;SPC OK N     -   107,420.      815,810.      MT  (+/- 180 meters Scaled)
 FH0730
 FH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV647808(NAD 83)
 FH0730
 FH0730                          SUPERSEDED SURVEY CONTROL
 FH0730
 FH0730  NGVD 29 (??/??/92)  184.093  (m)          603.98   (f) ADJ UNCH    2 0
 FH0730
 FH0730.Superseded values are not recommended for survey control.
 FH0730
 FH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0730.See file dsdata.pdf to determine how the superseded data were derived.
 FH0730
 FH0730_MARKER: DB = BENCH MARK DISK
 FH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0730_STAMPING: L 79 1940
 FH0730_MARK LOGO: CGS
 FH0730_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0730+STABILITY: SURFACE MOTION
 FH0730
 FH0730  HISTORY     - Date     Condition        Report By
 FH0730  HISTORY     - 1940     MONUMENTED       CGS
 FH0730
 FH0730                          STATION DESCRIPTION
 FH0730
 FH0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0730'2.6 MI E FROM COWETA.
 FH0730'TO REACH FROM THE COWETA CITY WATER TANK, PROCEED EASTERLY
 FH0730'ON STATE HIGHWAY NO. 51, GO 2.6 MILES.   BENCH MARK IS AT THE
 FH0730'EAST END OF A CURVE, 170 FEET SOUTH AND ACROSS THE HIGHWAY FROM
 FH0730'A STONE HOUSE, 42 FEET SOUTH OF CENTER LINE OF HIGHWAY, 3 FEET
 FH0730'EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2
 FH0730'FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0197 ***********************************************************************
 FJ0197  DESIGNATION -  L 8
 FJ0197  PID         -  FJ0197
 FJ0197  STATE/COUNTY-  OK/LINCOLN
 FJ0197  COUNTRY     -  US
 FJ0197  USGS QUAD   -  CHANDLER (2018)
 FJ0197
 FJ0197                         *CURRENT SURVEY CONTROL
 FJ0197  ______________________________________________________________________
 FJ0197* NAD 83(1986) POSITION- 35 38 58.     (N) 096 55 35.     (W)   SCALED
 FJ0197* NAVD 88 ORTHO HEIGHT -   248.379 (meters)      814.89  (feet) ADJUSTED
 FJ0197  ______________________________________________________________________
 FJ0197  GEOID HEIGHT    -        -27.815 (meters)                     GEOID18
 FJ0197  DYNAMIC HEIGHT  -        248.147 (meters)      814.13  (feet) COMP
 FJ0197  MODELED GRAVITY -    979,691.2   (mgal)                       NAVD 88
 FJ0197
 FJ0197  VERT ORDER      -  FIRST     CLASS II
 FJ0197
 FJ0197.The horizontal coordinates were scaled from a map and have
 FJ0197.an estimated accuracy of +/- 6 seconds.
 FJ0197
 FJ0197.The orthometric height was determined by differential leveling and
 FJ0197.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0197.in August 1994.
 FJ0197
 FJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0197.GEOID18 height accuracy estimate available here.
 FJ0197
 FJ0197.Click photographs - Photos may exist for this station.
 FJ0197
 FJ0197.The dynamic height is computed by dividing the NAVD 88
 FJ0197.geopotential number by the normal gravity value computed on the
 FJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0197.degrees latitude (g = 980.6199 gals.).
 FJ0197
 FJ0197.The modeled gravity was interpolated from observed gravity values.
 FJ0197
 FJ0197;                    North         East    Units  Estimated Accuracy
 FJ0197;SPC OK N     -    72,600.      697,220.      MT  (+/- 180 meters Scaled)
 FJ0197
 FJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE877470(NAD 83)
 FJ0197
 FJ0197                          SUPERSEDED SURVEY CONTROL
 FJ0197
 FJ0197  NAVD 88 (06/15/91)  248.388  (m)          814.92   (f) SUPERSEDED  1 2
 FJ0197  NGVD 29 (??/??/92)  248.296  (m)          814.62   (f) ADJ UNCH    1 2
 FJ0197
 FJ0197.Superseded values are not recommended for survey control.
 FJ0197
 FJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0197
 FJ0197_MARKER: DB = BENCH MARK DISK
 FJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0197_STAMPING: L 8 1933
 FJ0197_MARK LOGO: CGS
 FJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0197+STABILITY: SURFACE MOTION
 FJ0197
 FJ0197  HISTORY     - Date     Condition        Report By
 FJ0197  HISTORY     - 1933     MONUMENTED       CGS
 FJ0197  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0197
 FJ0197                          STATION DESCRIPTION
 FJ0197
 FJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0197'5 MI SW FROM CHANDLER.
 FJ0197'5 MILES SW OF CHANDLER ON FT. S. AND W. R.R. AT MP 179/19 1/2.
 FJ0197'0.75 MILE NW. OF MIDLOTHIAN STATION AND 20 FEET W. OF TRACK.
 FJ0197'MARK IS STAMPED L 8 1933.
 FJ0197
 FJ0197                          STATION RECOVERY (1973)
 FJ0197
 FJ0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0323 ***********************************************************************
 GL0323  DESIGNATION -  L 80
 GL0323  PID         -  GL0323
 GL0323  STATE/COUNTY-  OK/CIMARRON
 GL0323  COUNTRY     -  US
 GL0323  USGS QUAD   -  BOISE CITY (2018)
 GL0323
 GL0323                         *CURRENT SURVEY CONTROL
 GL0323  ______________________________________________________________________
 GL0323* NAD 83(1986) POSITION- 36 44 00.54   (N) 102 31 52.54   (W)   HD_HELD1
 GL0323* NAVD 88 ORTHO HEIGHT -  1276.441 (meters)     4187.79  (feet) ADJUSTED
 GL0323  ______________________________________________________________________
 GL0323  GEOID HEIGHT    -        -23.715 (meters)                     GEOID18
 GL0323  DYNAMIC HEIGHT  -       1275.041 (meters)     4183.20  (feet) COMP
 GL0323  MODELED GRAVITY -    979,489.6   (mgal)                       NAVD 88
 GL0323
 GL0323  VERT ORDER      -  SECOND    CLASS 0
 GL0323
 GL0323.The horizontal coordinates were determined by differentially corrected
 GL0323.hand held GPS observations or other comparable positioning techniques
 GL0323.and have an estimated accuracy of +/- 3 meters.
 GL0323
 GL0323.The orthometric height was determined by differential leveling and
 GL0323.adjusted by the NATIONAL GEODETIC SURVEY
 GL0323.in June 1991.
 GL0323
 GL0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0323.GEOID18 height accuracy estimate available here.
 GL0323
 GL0323.Click photographs - Photos may exist for this station.
 GL0323
 GL0323.The dynamic height is computed by dividing the NAVD 88
 GL0323.geopotential number by the normal gravity value computed on the
 GL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0323.degrees latitude (g = 980.6199 gals.).
 GL0323
 GL0323.The modeled gravity was interpolated from observed gravity values.
 GL0323
 GL0323;                    North         East    Units  Estimated Accuracy
 GL0323;SPC OK N     -   201,784.0     195,410.8     MT  (+/- 3 meters HH1 GPS) 
 GL0323
 GL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2044268148(NAD 83)
 GL0323
 GL0323                          SUPERSEDED SURVEY CONTROL
 GL0323
 GL0323.No superseded survey control is available for this station.
 GL0323
 GL0323_MARKER: DB = BENCH MARK DISK
 GL0323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GL0323_SP_SET: BOX CULVERT WINGWALL
 GL0323_STAMPING: L 80 1941
 GL0323_MARK LOGO: CGS
 GL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0323+STABILITY: SURFACE MOTION
 GL0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0323+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0323
 GL0323  HISTORY     - Date     Condition        Report By
 GL0323  HISTORY     - 1941     MONUMENTED       CGS
 GL0323  HISTORY     - 20051008 GOOD             INDIV
 GL0323
 GL0323                          STATION DESCRIPTION
 GL0323
 GL0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0323'1.0 MI W FROM BOISE CITY.
 GL0323'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0323'ON U.S. HIGHWAY NO. 64, GO 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK
 GL0323'IS AT THE NORTHWEST CORNER OF THE AIRPORT, SET HORIZONTALLY ON TOP OF
 GL0323'THE WEST WINGWALL AT THE SOUTH END OF A CONCRETE BOX CULVERT. 20.0
 GL0323'FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 GL0323
 GL0323                          STATION RECOVERY (2005)
 GL0323
 GL0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0323'BENCH MARK IS 2 1/2 MILES SOUTH-SOUTHWEST OF THE AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0396 ***********************************************************************
 FJ0396  DESIGNATION -  L 9
 FJ0396  PID         -  FJ0396
 FJ0396  STATE/COUNTY-  OK/OKLAHOMA
 FJ0396  COUNTRY     -  US
 FJ0396  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0396
 FJ0396                         *CURRENT SURVEY CONTROL
 FJ0396  ______________________________________________________________________
 FJ0396* NAD 83(1986) POSITION- 35 28 20.     (N) 097 26 30.     (W)   SCALED
 FJ0396* NAVD 88 ORTHO HEIGHT -   353.257 (meters)     1158.98  (feet) ADJUSTED
 FJ0396  ______________________________________________________________________
 FJ0396  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 FJ0396  DYNAMIC HEIGHT  -        352.920 (meters)     1157.87  (feet) COMP
 FJ0396  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 FJ0396
 FJ0396  VERT ORDER      -  FIRST     CLASS II
 FJ0396
 FJ0396.The horizontal coordinates were scaled from a map and have
 FJ0396.an estimated accuracy of +/- 6 seconds.
 FJ0396
 FJ0396.The orthometric height was determined by differential leveling and
 FJ0396.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0396.in August 1994.
 FJ0396
 FJ0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0396.GEOID18 height accuracy estimate available here.
 FJ0396
 FJ0396.Click photographs - Photos may exist for this station.
 FJ0396
 FJ0396.The dynamic height is computed by dividing the NAVD 88
 FJ0396.geopotential number by the normal gravity value computed on the
 FJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0396.degrees latitude (g = 980.6199 gals.).
 FJ0396
 FJ0396.The modeled gravity was interpolated from observed gravity values.
 FJ0396
 FJ0396;                    North         East    Units  Estimated Accuracy
 FJ0396;SPC OK N     -    52,540.      650,680.      MT  (+/- 180 meters Scaled)
 FJ0396
 FJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE413265(NAD 83)
 FJ0396
 FJ0396                          SUPERSEDED SURVEY CONTROL
 FJ0396
 FJ0396  NAVD 88 (06/15/91)  353.331  (m)         1159.22   (f) SUPERSEDED  1 2
 FJ0396  NGVD 29 (??/??/92)  353.178  (m)         1158.72   (f) ADJ UNCH    1 2
 FJ0396
 FJ0396.Superseded values are not recommended for survey control.
 FJ0396
 FJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0396.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0396
 FJ0396_MARKER: DB = BENCH MARK DISK
 FJ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0396_STAMPING: L 9 1933
 FJ0396_MARK LOGO: CGS
 FJ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0396+STABILITY: SURFACE MOTION
 FJ0396
 FJ0396  HISTORY     - Date     Condition        Report By
 FJ0396  HISTORY     - 1933     MONUMENTED       CGS
 FJ0396  HISTORY     - 1984     GOOD             NGS
 FJ0396  HISTORY     - 1988     GOOD             USPSQD
 FJ0396  HISTORY     - 1988     GOOD             USPSQD
 FJ0396  HISTORY     - 20010914 GOOD             INDIV
 FJ0396
 FJ0396                          STATION DESCRIPTION
 FJ0396
 FJ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0396'4.5 MI E FROM OKLAHOMA CITY.
 FJ0396'4.5 MILES EAST OF OK CTY CENTER OF STEEL TOWER OF POWER LINE 150
 FJ0396'FT. EAST OF CENTER LINE OF FRISCO R. R. AT MILE POST 535-30 POLES.
 FJ0396'240 FT. SOUTH OF INTERSECTION OF FRISCO AND ROCK ISLAND R. R.
 FJ0396'NOTE-- 200 FT S. OF M.P. 482-20, 180 FT. S. OF CENTERLINE CRIPRR,
 FJ0396'SW. OF CRIPRR AND S.L. AND S.F RR XING 100 FT SE OF CENTERLINE
 FJ0396'S.L AND SF RR, DIRECTLY UNDER 90 FT HIGH VOLAGE TOWER.  (CRIPRR
 FJ0396'AND OCARR PARALLEL EACH OTHER AT THIS POINT.)
 FJ0396
 FJ0396                          STATION RECOVERY (1984)
 FJ0396
 FJ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0396'RECOVERED IN GOOD CONDITION.  NOTE, BENCH MARK IS LOCATED DIRECTLY
 FJ0396'UNDER AND IN THE MIDDLE OF THE FIRST STEEL TOWER NORTH OF THE
 FJ0396'CENTERLINE OF 4TH STREET, AND IS IN LINE WITH THE EXTENDED CENTERLINE
 FJ0396'OF SUNNY LANE ROAD AT THE EAST SIDE OF OKLAHOMA CITY.
 FJ0396
 FJ0396                          STATION RECOVERY (1988)
 FJ0396
 FJ0396'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 FJ0396'RECOVERED IN GOOD CONDITION.
 FJ0396
 FJ0396                          STATION RECOVERY (1988)
 FJ0396
 FJ0396'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0396'RECOVERED IN GOOD CONDITION.
 FJ0396
 FJ0396                          STATION RECOVERY (2001)
 FJ0396
 FJ0396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0396'MARK RECOVERED IN GOOD CONDITION. MAY NOT BE SUITABLE FOR SATELLITE
 FJ0396'OBSERVATIONS DUE TO STEEL HIGH VOLTAGE TOWER DIRECTLY OVER MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0482 ***********************************************************************
 EM0482  DESIGNATION -  L 96
 EM0482  PID         -  EM0482
 EM0482  STATE/COUNTY-  OK/GREER
 EM0482  COUNTRY     -  US
 EM0482  USGS QUAD   -  REED (2018)
 EM0482
 EM0482                         *CURRENT SURVEY CONTROL
 EM0482  ______________________________________________________________________
 EM0482* NAD 83(1986) POSITION- 34 54 02.     (N) 099 39 38.     (W)   SCALED
 EM0482* NAVD 88 ORTHO HEIGHT -   521.040 (meters)     1709.45  (feet) POSTED
 EM0482  ______________________________________________________________________
 EM0482  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 EM0482  DYNAMIC HEIGHT  -        520.49  (meters)     1707.6   (feet) COMP
 EM0482  MODELED GRAVITY -    979,556.9   (mgal)                       NAVD 88
 EM0482
 EM0482  VERT ORDER      -  * POSTED, SEE BELOW
 EM0482
 EM0482.The horizontal coordinates were scaled from a map and have
 EM0482.an estimated accuracy of +/- 6 seconds.
 EM0482
 EM0482.The orthometric height was determined by differential leveling
 EM0482.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0482
 EM0482.* This is a POSTED BENCH MARK height.
 EM0482
 EM0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0482.GEOID18 height accuracy estimate available here.
 EM0482
 EM0482.Click photographs - Photos may exist for this station.
 EM0482
 EM0482.The dynamic height is computed by dividing the NAVD 88
 EM0482.geopotential number by the normal gravity value computed on the
 EM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0482.degrees latitude (g = 980.6199 gals.).
 EM0482
 EM0482.The modeled gravity was interpolated from observed gravity values.
 EM0482
 EM0482;                    North         East    Units  Estimated Accuracy
 EM0482;SPC OK S     -   175,090.      448,240.      MT  (+/- 180 meters Scaled)
 EM0482
 EM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD396622(NAD 83)
 EM0482
 EM0482                          SUPERSEDED SURVEY CONTROL
 EM0482
 EM0482  NGVD 29 (??/??/92)  520.811  (m)         1708.69   (f) ADJ UNCH    2 0
 EM0482
 EM0482.Superseded values are not recommended for survey control.
 EM0482
 EM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0482.See file dsdata.pdf to determine how the superseded data were derived.
 EM0482
 EM0482_MARKER: DB = BENCH MARK DISK
 EM0482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0482_SP_SET: CULVERT ABUTMENT
 EM0482_STAMPING: L 96 1934
 EM0482_MARK LOGO: CGS
 EM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0482+STABILITY: SURFACE MOTION
 EM0482
 EM0482  HISTORY     - Date     Condition        Report By
 EM0482  HISTORY     - 1934     MONUMENTED       CGS
 EM0482  HISTORY     - 1963     GOOD             CGS
 EM0482
 EM0482                          STATION DESCRIPTION
 EM0482
 EM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0482'2.0 MI E FROM REED.
 EM0482'2.0 MI. E. OF REED ALONG STATE NO. 9 4 FT. W. CENTER LINE OF SIDE ROAD
 EM0482'TO N. 42 FT. N. CENTER LINE OF HWY, AND SET IN A 3 X 3 CONC. CULVERT
 EM0482'IN S. END OF W. ABUTMENT.
 EM0482
 EM0482                          STATION RECOVERY (1963)
 EM0482
 EM0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0482'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0461 ***********************************************************************
 EK0461  DESIGNATION -  L 99
 EK0461  PID         -  EK0461
 EK0461  STATE/COUNTY-  OK/MCCURTAIN
 EK0461  COUNTRY     -  US
 EK0461  USGS QUAD   -  BATTIEST (2018)
 EK0461
 EK0461                         *CURRENT SURVEY CONTROL
 EK0461  ______________________________________________________________________
 EK0461* NAD 83(1986) POSITION- 34 23 34.     (N) 094 58 21.     (W)   SCALED
 EK0461* NAVD 88 ORTHO HEIGHT -   244.443 (meters)      801.98  (feet) ADJUSTED
 EK0461  ______________________________________________________________________
 EK0461  GEOID HEIGHT    -        -30.953 (meters)                     GEOID18
 EK0461  DYNAMIC HEIGHT  -        244.174 (meters)      801.09  (feet) COMP
 EK0461  MODELED GRAVITY -    979,530.0   (mgal)                       NAVD 88
 EK0461
 EK0461  VERT ORDER      -  SECOND    CLASS 0
 EK0461
 EK0461.The horizontal coordinates were scaled from a map and have
 EK0461.an estimated accuracy of +/- 6 seconds.
 EK0461
 EK0461.The orthometric height was determined by differential leveling and
 EK0461.adjusted by the NATIONAL GEODETIC SURVEY
 EK0461.in June 1991.
 EK0461
 EK0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0461.GEOID18 height accuracy estimate available here.
 EK0461
 EK0461.Click photographs - Photos may exist for this station.
 EK0461
 EK0461.The dynamic height is computed by dividing the NAVD 88
 EK0461.geopotential number by the normal gravity value computed on the
 EK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0461.degrees latitude (g = 980.6199 gals.).
 EK0461
 EK0461.The modeled gravity was interpolated from observed gravity values.
 EK0461
 EK0461;                    North         East    Units  Estimated Accuracy
 EK0461;SPC OK S     -   121,690.      878,340.      MT  (+/- 180 meters Scaled)
 EK0461
 EK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU186074(NAD 83)
 EK0461
 EK0461                          SUPERSEDED SURVEY CONTROL
 EK0461
 EK0461  NGVD 29 (??/??/92)  244.373  (m)          801.75   (f) ADJ UNCH    2 0
 EK0461
 EK0461.Superseded values are not recommended for survey control.
 EK0461
 EK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0461.See file dsdata.pdf to determine how the superseded data were derived.
 EK0461
 EK0461_MARKER: DB = BENCH MARK DISK
 EK0461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0461_SP_SET: CULVERT HEADWALL
 EK0461_STAMPING: L 99 1960
 EK0461_MARK LOGO: CGS
 EK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0461+STABILITY: SURFACE MOTION
 EK0461
 EK0461  HISTORY     - Date     Condition        Report By
 EK0461  HISTORY     - 1960     MONUMENTED       CGS
 EK0461
 EK0461                          STATION DESCRIPTION
 EK0461
 EK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0461'2.3 MI E FROM PICKENS.
 EK0461'ABOUT 2.3 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 EK0461'PICKENS, ALSO 3.15 MILES WEST OF THE POST OFFICE AT BATTIEST, IN
 EK0461'SECTION 11, R 22 E, T 2 S, SET IN THE TOP OF THE EAST END OF THE
 EK0461'SOUTH HEADWALL OF A CULVERT, 14 FEET SOUTH OF THE CENTERLINE OF
 EK0461'THE ROAD, 101 FEET EAST OF THE NORTHEAST CORNER OF A SMALL COUNTRY
 EK0461'STORE AND SERVICE STATION, AND ABOUT 6 INCHES ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0701 ***********************************************************************
 GH0701  DESIGNATION -  LABELLE
 GH0701  PID         -  GH0701
 GH0701  STATE/COUNTY-  OK/KAY
 GH0701  COUNTRY     -  US
 GH0701  USGS QUAD   -  BLACKWELL NW (2018)
 GH0701
 GH0701                         *CURRENT SURVEY CONTROL
 GH0701  ______________________________________________________________________
 GH0701* NAD 83(1997) POSITION- 36 55 39.19817(N) 097 25 36.79433(W)   ADJUSTED
 GH0701* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 GH0701  ______________________________________________________________________
 GH0701  GEOID HEIGHT    -        -28.588 (meters)                     GEOID18
 GH0701  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 GH0701  HORZ ORDER      -  FIRST
 GH0701
 GH0701.The horizontal coordinates were established by classical geodetic methods
 GH0701.and adjusted by the National Geodetic Survey in October 1998.
 GH0701
 GH0701.The orthometric height was scaled from a topographic map.
 GH0701
 GH0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0701.GEOID18 height accuracy estimate available here.
 GH0701
 GH0701.Click photographs - Photos may exist for this station.
 GH0701
 GH0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0701
 GH0701. The following values were computed from the NAD 83(1997) position.
 GH0701
 GH0701;                    North         East     Units Scale Factor Converg.
 GH0701;SPC OK N     -   214,028.752   651,063.480   MT  1.00003331   +0 20 17.6
 GH0701;SPC OK N     -   702,192.66  2,136,030.77   sFT  1.00003331   +0 20 17.6
 GH0701;UTM  14      - 4,087,991.613   640,107.001   MT  0.99984183   +0 56 43.0
 GH0701
 GH0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0701!SPC OK N     -   0.99994955  x   1.00003331  =   0.99998285
 GH0701!UTM  14      -   0.99994955  x   0.99984183  =   0.99979138
 GH0701
 GH0701:                Primary Azimuth Mark                     Grid Az
 GH0701:SPC OK N     -  LABELLE AZ MK                            179 25 43.5
 GH0701:UTM  14      -  LABELLE AZ MK                            178 49 18.1
 GH0701
 GH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4010787991(NAD 83)
 GH0701
 GH0701|---------------------------------------------------------------------|
 GH0701| PID    Reference Object                     Distance      Geod. Az  |
 GH0701|                                                           dddmmss.s |
 GH0701| HF1336 SOUTH HAVEN MUNICIPAL TANK          APPROX.13.6 KM 0093054.9 |
 GH0701| HF1337 HUNNEWELL GOLDEN RULE N ELEV        APPROX. 8.8 KM 0095050.8 |
 GH0701| GH0691 ATT MICROWAVE 6 MI SE S HAVEN       APPROX.12.6 KM 0505303.3 |
 GH0701| CL4693 LABELLE RM 1                         25.067 METERS 08348     |
 GH0701| CL4692 LABELLE AZ MK                                      1794601.1 |
 GH0701| CL4694 LABELLE RM 2                         39.078 METERS 18601     |
 GH0701|---------------------------------------------------------------------|
 GH0701
 GH0701                          SUPERSEDED SURVEY CONTROL
 GH0701
 GH0701  NAD 83(1993)-  36 55 39.19984(N)    097 25 36.79341(W) AD(       ) 1
 GH0701  NAD 83(1986)-  36 55 39.20780(N)    097 25 36.78498(W) AD(       ) 1
 GH0701  NAD 27      -  36 55 39.10602(N)    097 25 35.61506(W) AD(       ) 1
 GH0701
 GH0701.Superseded values are not recommended for survey control.
 GH0701
 GH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0701.See file dsdata.pdf to determine how the superseded data were derived.
 GH0701
 GH0701_MARKER: DS = TRIANGULATION STATION DISK
 GH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0701_STAMPING: LABELLE 1957
 GH0701_MARK LOGO: CGS
 GH0701_PROJECTION: FLUSH
 GH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0701+STABILITY: SURFACE MOTION
 GH0701
 GH0701  HISTORY     - Date     Condition        Report By
 GH0701  HISTORY     - 1957     MONUMENTED       CGS
 GH0701
 GH0701                          STATION DESCRIPTION
 GH0701
 GH0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0701'STATION IS ABOUT 5 MILES WEST OF BRAMAN, 2 MILES EAST OF
 GH0701'THE KAY-GRANT COUNTY LINE, IN THE SOUTHWEST CORNER OF SECTION
 GH0701'4, T 28 N, R 2 W, AND ON THE GROUNDS OF THE LABELLE PUBLIC
 GH0701'SCHOOL.
 GH0701'
 GH0701'REACHED FROM THE POST OFFICE IN BRAMAN, GO NORTH ON U.S.
 GH0701'HIGHWAY 177 FOR 0.2 MILE TO A CROSSROADS AT THE KELLE SERVICE
 GH0701'STATION ON THE LEFT, TURN LEFT AND GO WEST ON A PAVED ROAD
 GH0701'FOR 5.0 MILES TO A CROSSROADS AT THE STATION AND THE SCHOOL
 GH0701'ON THE RIGHT.
 GH0701'
 GH0701'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH ON
 GH0701'A DIRT ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 GH0701'
 GH0701'STATION MARKS ARE STANDARD DISKS, STAMPED LABELLE 1957.  SURFACE
 GH0701'MARK IS SET IN A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 GH0701'THE GROUND.  IT IS 203 FEET NORTHEAST OF THE CENTER OF THE
 GH0701'CROSSROADS, 200 FEET NORTH OF AN EAST-WEST ROAD, 61 FEET
 GH0701'WEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE, 45 FEET
 GH0701'WEST OF A POWERLINE POLE, 42 FEET EAST OF THE CENTER OF A
 GH0701'NORTH-SOUTH ROAD, 13 FEET EAST OF A NORTH-SOUTH FENCE AND
 GH0701'11 FEET SOUTH OF AN EAST-WEST FENCE.  NO WITNESS POST WAS
 GH0701'SET.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS
 GH0701'OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 GH0701'
 GH0701'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LABELLE NO 1
 GH0701'1957 SET IN A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GH0701'WITH THE GROUND.  IT IS 124 FEET EAST OF THE NORTH-SOUTH
 GH0701'ROAD, 37 FEET EAST OF A POWERLINE POLE, 25 FEET NORTHEAST
 GH0701'OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE AND 2 FEET SOUTH
 GH0701'OF THE EAST-WEST FENCE.
 GH0701'
 GH0701'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LABELLE NO 2
 GH0701'1957 SET IN A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 GH0701'WITH THE GROUND.  IT IS 72 FEET NORTH OF THE EAST-WEST ROAD,
 GH0701'29 FEET EAST OF THE NORTH-SOUTH ROAD AND 1 FOOT NORTHEAST OF
 GH0701'A POWERLINE POLE.
 GH0701'
 GH0701'AZIMUTH MARK IS A STANDARD DISK, STAMPED LABELLE 1957 SET
 GH0701'IN A 11-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 GH0701'IS 132 FEET EAST OF A FENCE CORNER, 48 FEET EAST OF THE
 GH0701'CENTER OF THE DIRT ROAD, 24 FEET EAST OF THE WEST END OF A
 GH0701'PROPERTY LINE FENCE AND 1 FOOT NORTH OF THE PROPERTY LINE
 GH0701'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT EAST
 GH0701'OF THE MARK.
 GH0701'
 GH0701'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0542 ***********************************************************************
 GJ0542  DESIGNATION -  LACEY
 GJ0542  PID         -  GJ0542
 GJ0542  STATE/COUNTY-  OK/KINGFISHER
 GJ0542  COUNTRY     -  US
 GJ0542  USGS QUAD   -  LACEY (2018)
 GJ0542
 GJ0542                         *CURRENT SURVEY CONTROL
 GJ0542  ______________________________________________________________________
 GJ0542* NAD 83(1993) POSITION- 36 05 13.67141(N) 098 03 30.48988(W)   ADJUSTED
 GJ0542* NAVD 88 ORTHO HEIGHT -   360.7   (meters)     1183.    (feet) VERTCON3
 GJ0542  ______________________________________________________________________
 GJ0542  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 GJ0542  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 GJ0542  HORZ ORDER      -  FIRST
 GJ0542  VERT ORDER      -  THIRD ? (See Below)
 GJ0542
 GJ0542.The horizontal coordinates were established by classical geodetic methods
 GJ0542.and adjusted by the National Geodetic Survey in November 1994.
 GJ0542
 GJ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0542
 GJ0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0542.GEOID18 height accuracy estimate available here.
 GJ0542
 GJ0542.The vertical order pertains to the NGVD 29 superseded value.
 GJ0542
 GJ0542.Click photographs - Photos may exist for this station.
 GJ0542
 GJ0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0542
 GJ0542. The following values were computed from the NAD 83(1993) position.
 GJ0542
 GJ0542;                    North         East     Units Scale Factor Converg.
 GJ0542;SPC OK N     -   120,621.690   594,734.270   MT  0.99994639   -0 02 04.2
 GJ0542;SPC OK N     -   395,739.66  1,951,224.02   sFT  0.99994639   -0 02 04.2
 GJ0542;UTM  14      - 3,994,022.871   584,765.649   MT  0.99968853   +0 33 16.6
 GJ0542
 GJ0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0542!SPC OK N     -   0.99994769  x   0.99994639  =   0.99989408
 GJ0542!UTM  14      -   0.99994769  x   0.99968853  =   0.99963624
 GJ0542
 GJ0542:                Primary Azimuth Mark                     Grid Az
 GJ0542:SPC OK N     -  LACEY AZ MK                              271 12 35.9
 GJ0542:UTM  14      -  LACEY AZ MK                              270 37 15.1
 GJ0542
 GJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8476594022(NAD 83)
 GJ0542
 GJ0542|---------------------------------------------------------------------|
 GJ0542| PID    Reference Object                     Distance      Geod. Az  |
 GJ0542|                                                           dddmmss.s |
 GJ0542| CK9218 LACEY RM 1                           23.038 METERS 05011     |
 GJ0542| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX.14.6 KM 0811728.3 |
 GJ0542| CK9217 LACEY AZ MK                                        2711031.7 |
 GJ0542| CK9219 LACEY RM 2                           27.475 METERS 30213     |
 GJ0542|---------------------------------------------------------------------|
 GJ0542
 GJ0542                          SUPERSEDED SURVEY CONTROL
 GJ0542
 GJ0542  NAD 83(1986)-  36 05 13.67681(N)    098 03 30.47652(W) AD(       ) 1
 GJ0542  NAD 27      -  36 05 13.54256(N)    098 03 29.25732(W) AD(       ) 1
 GJ0542
 GJ0542.Superseded values are not recommended for survey control.
 GJ0542
 GJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0542.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0542
 GJ0542_MARKER: DS = TRIANGULATION STATION DISK
 GJ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0542_STAMPING: LACEY 1951
 GJ0542_MARK LOGO: CGS
 GJ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0542+STABILITY: SURFACE MOTION
 GJ0542
 GJ0542  HISTORY     - Date     Condition        Report By
 GJ0542  HISTORY     - 1951     MONUMENTED       CGS
 GJ0542  HISTORY     - 1963     GOOD             CGS
 GJ0542  HISTORY     - 1968     GOOD             CGS
 GJ0542
 GJ0542                          STATION DESCRIPTION
 GJ0542
 GJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0542'THE STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF HENNESSEY,
 GJ0542'ABOUT 3 MILES SOUTHEAST OF LACEY, AND IS ON A COUNTY ROAD
 GJ0542'RIGHT-OF-WAY.  IT IS SITUATED 27 FEET SOUTH FROM THE CENTER OF THE
 GJ0542'ROAD, 6 FEET NORTH OF A FENCE LINE AND 2.5 FEET NORTH OF A WITNESS
 GJ0542'POST.  IT IS STAMPED LACEY 1951 AND PROJECTS 6 INCHES ABOVE THE
 GJ0542'SURFACE OF THE GROUND.
 GJ0542'
 GJ0542'REFERENCE MARK NO. 1 IS 29 FEET NORTH FROM THE CENTER OF THE ROAD AND
 GJ0542'1 FOOT SOUTH OF THE FENCE LINE.  IT IS STAMPED LACEY NO 1 1951 AND
 GJ0542'PROJECTS 6 INCHES.
 GJ0542'
 GJ0542'REFERENCE MARK NO. 2 IS 29 FEET NORTH FROM THE CENTER OF THE ROAD AND
 GJ0542'1 FOOT SOUTH OF THE FENCE LINE.  IT IS STAMPED LACEY NO 2 1951 AND
 GJ0542'PROJECTS 10 INCHES.
 GJ0542'
 GJ0542'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS 134.2
 GJ0542'FEET.
 GJ0542'
 GJ0542'THE AZIMUTH MARK IS LOCATED IN A FENCE LINE, 30 FEET NORTH FROM THE
 GJ0542'CENTER OF THE ROAD, 4 FEET NORTHEAST OF A POWER LINE POLE, AND 1
 GJ0542'FOOT EAST OF A WITNESS POST.  IT IS STAMPED LACEY 1951 AND PROJECTS
 GJ0542'6 INCHES.
 GJ0542'
 GJ0542'TO REACH THE STATION FROM THE CROSSROAD, BETWEEN THE SCHOOL AND
 GJ0542'STORE, IN LACEY, GO EAST ON STATE HIGHWAY 51 FOR 1.0 MILE TO A
 GJ0542'CROSSROAD, TURN RIGHT AND GO SOUTH ON A SANDY ROAD FOR 2.0 MILES
 GJ0542'TO A CROSSROAD, TURN LEFT AND GO EAST FOR 0.15 MILE TO THE AZIMUTH
 GJ0542'MARK ON THE LEFT.  THENCE CONTINUE EAST FOR 0.35 MILE TO THE
 GJ0542'TOP OF A RISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 GJ0542'
 GJ0542'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GJ0542
 GJ0542                          STATION RECOVERY (1963)
 GJ0542
 GJ0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0542'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GJ0542'RECOVERED AS PREVIOUSLY DESCRIBED.  TWO STEEL WITNESS POSTS WERE SET
 GJ0542'AT THE STATION MARK AND ONE AT THE AZIMUTH MARK.  THE ORIGINAL
 GJ0542'WOODEN WITNESS POSTS ARE STILL INTACT.  THE STATION MARK IS 2.2 FEET
 GJ0542'SOUTHEAST OF STEEL WITNESS POST AND 2.1 FEET SOUTHWEST OF
 GJ0542'ANOTHER STEEL WITNESS POST.  THE AZIMUTH MARK IS 1.2 FEET NORTH
 GJ0542'OF A STEEL WITNESS POST.
 GJ0542
 GJ0542                          STATION RECOVERY (1968)
 GJ0542
 GJ0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0542'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GJ0542'RECOVERED AS DESCRIBED IN 1951 BY R. L. E. AND FOUND IN GOOD
 GJ0542'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0499 ***********************************************************************
 EM0499  DESIGNATION -  LADESSA
 EM0499  PID         -  EM0499
 EM0499  STATE/COUNTY-  OK/GREER
 EM0499  COUNTRY     -  US
 EM0499  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0499
 EM0499                         *CURRENT SURVEY CONTROL
 EM0499  ______________________________________________________________________
 EM0499* NAD 83(1993) POSITION- 34 49 13.56345(N) 099 32 22.72912(W)   ADJUSTED
 EM0499* NAVD 88 ORTHO HEIGHT -   536.956 (meters)     1761.66  (feet) ADJUSTED
 EM0499  ______________________________________________________________________
 EM0499  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 EM0499  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 EM0499  DYNAMIC HEIGHT  -        536.383 (meters)     1759.78  (feet) COMP
 EM0499  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 EM0499
 EM0499  HORZ ORDER      -  FIRST
 EM0499  VERT ORDER      -  SECOND    CLASS 0
 EM0499
 EM0499.The horizontal coordinates were established by classical geodetic methods
 EM0499.and adjusted by the National Geodetic Survey in November 1994.
 EM0499
 EM0499.The orthometric height was determined by differential leveling and
 EM0499.adjusted by the NATIONAL GEODETIC SURVEY
 EM0499.in June 1991.
 EM0499
 EM0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0499.GEOID18 height accuracy estimate available here.
 EM0499
 EM0499.Click photographs - Photos may exist for this station.
 EM0499
 EM0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0499
 EM0499.The dynamic height is computed by dividing the NAVD 88
 EM0499.geopotential number by the normal gravity value computed on the
 EM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0499.degrees latitude (g = 980.6199 gals.).
 EM0499
 EM0499.The modeled gravity was interpolated from observed gravity values.
 EM0499
 EM0499. The following values were computed from the NAD 83(1993) position.
 EM0499
 EM0499;                    North         East     Units Scale Factor Converg.
 EM0499;SPC OK S     -   166,029.494   459,155.383   MT  0.99994441   -0 52 26.1
 EM0499;SPC OK S     -   544,715.10  1,506,412.29   sFT  0.99994441   -0 52 26.1
 EM0499;UTM  14      - 3,853,262.915   450,648.730   MT  0.99963002   -0 18 29.3
 EM0499
 EM0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0499!SPC OK S     -   0.99991996  x   0.99994441  =   0.99986437
 EM0499!UTM  14      -   0.99991996  x   0.99963002  =   0.99955001
 EM0499
 EM0499:                Primary Azimuth Mark                     Grid Az
 EM0499:SPC OK S     -  LADESSA AZ MK                            204 59 01.4
 EM0499:UTM  14      -  LADESSA AZ MK                            204 25 04.6
 EM0499
 EM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5064853262(NAD 83)
 EM0499
 EM0499|---------------------------------------------------------------------|
 EM0499| PID    Reference Object                     Distance      Geod. Az  |
 EM0499|                                                           dddmmss.s |
 EM0499| EM1010 MANGUM MUNICIPAL TANK               APPROX. 6.8 KM 0285701.4 |
 EM0499| EM0498 LADESSA RM 1                          6.675 METERS 07042     |
 EM0499| EM0501 LADESSA AZ MK                                      2040635.3 |
 EM0499| EM1013 WESTERN FARMERS ELEC RAD MAST         9.142 METERS 31859     |
 EM0499| EM0500 LADESSA RM 2                          8.293 METERS 32458     |
 EM0499|---------------------------------------------------------------------|
 EM0499
 EM0499                          SUPERSEDED SURVEY CONTROL
 EM0499
 EM0499  NAD 83(1986)-  34 49 13.56930(N)    099 32 22.72252(W) AD(       ) 1
 EM0499  NAD 27      -  34 49 13.35300(N)    099 32 21.39700(W) AD(       ) 1
 EM0499  NGVD 29 (??/??/92)  536.746  (m)         1760.97   (f) ADJ UNCH    2 0
 EM0499  NGVD 29             536.75   (m)         1761.0    (f) LEVELING    3  
 EM0499
 EM0499.Superseded values are not recommended for survey control.
 EM0499
 EM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0499.See file dsdata.pdf to determine how the superseded data were derived.
 EM0499
 EM0499_MARKER: DS = TRIANGULATION STATION DISK
 EM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0499_STAMPING: LADESSA 1948
 EM0499_MARK LOGO: CGS
 EM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0499+STABILITY: SURFACE MOTION
 EM0499
 EM0499  HISTORY     - Date     Condition        Report By
 EM0499  HISTORY     - 1948     MONUMENTED       CGS
 EM0499  HISTORY     - 1961     GOOD             CGS
 EM0499  HISTORY     - 1961     GOOD             CGS
 EM0499  HISTORY     - 1963     GOOD             CGS
 EM0499
 EM0499                          STATION DESCRIPTION
 EM0499
 EM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0499'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH AND 2.0 MILES WEST
 EM0499'OF MANGUM ON THE SOUTHEAST END AND HIGHEST POINT OF A PROMINENT
 EM0499'SAND KNOLL IN A PASTURE.  IT IS ABOUT 0.1 MILE WEST OF STATE ROUTE
 EM0499'NO 34, 20 FEET NORTHWEST OF THE SOUTHEAST SLOPE OF THE KNOLL AND
 EM0499'4 FEET NORTH OF WITNESS POST.  IT IS STAMPED LADESSA 1948 AND
 EM0499'PROJECTS 4 INCHES.
 EM0499'
 EM0499'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, ON THE SLOPE
 EM0499'OF THE KNOLL ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 EM0499'IT IS STAMPED LADESSA NO 1 1948 AND PROJECTS 2 INCHES.
 EM0499'
 EM0499'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, ON THE
 EM0499'WEST SLOPE OF THE KNOLL ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 EM0499'STATION.  IT IS STAMPED LADESSA NO 2 1948 AND PROJECTS 2 INCHES.
 EM0499'
 EM0499'THE AZIMUTH MARK IS ABOUT 0.65 MILE SOUTH-SOUTHEAST OF THE STATION,
 EM0499'0.05 MILE EAST OF SERVICE STATION AND GROCERY STORE, 40 FEET
 EM0499'SOUTH OF THE CENTER OF EAST-WEST ROAD AND 50 FEET EAST OF THE
 EM0499'CENTER OF STATE ROUTE 34, 4 FEET EAST OF TELEPHONE POLE AND 2
 EM0499'FEET EAST OF WITNESS POST.  IT IS STAMPED LADESSA 1948 AND
 EM0499'PROJECTS 3 INCHES.  TO REACH FROM THE END OF TRUCK TRAVEL,
 EM0499'CONTINUE SOUTH ON STATE ROUTE 34 FOR 0.65 MILE TO CROSSROADS
 EM0499'AND MARK IN THE SOUTHEAST ANGLE AS DESCRIBED.
 EM0499'
 EM0499'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 EM0499'SQUARE IN MANGUM, GO SOUTH AND SOUTHEAST ON STATE ROUTE 34 FOR
 EM0499'4.6 MILES TO FENCE POST RIGHT WITH TRIANGLE BLAZE, 0.6 MILE
 EM0499'BEFORE REACHING CROSSROADS AND STORE.  STATION IS ON THE
 EM0499'KNOLL JUST WEST OF THE HIGHWAY AS DESCRIBED.  PACK WILL
 EM0499'REQUIRE ABOUT 10 MINUTES.
 EM0499'
 EM0499'AN 87 FOOT SIGNAL AT STATION QUARRY IS VISIBLE AT 4 FEET
 EM0499'
 EM0499'A 74 FOOT SIGNAL AT STATION KERBO IS VISIBLE AT 4 FEET
 EM0499'
 EM0499'A 4 FOOT SIGNAL AT STATION BM N 96 IS VISIBLE AT 4 FEET
 EM0499'
 EM0499'A 100 FOOT SIGNAL AT STATION MAGNUM IS VISIBLE AT 4 FEET,
 EM0499'
 EM0499'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EM0499
 EM0499                          STATION RECOVERY (1961)
 EM0499
 EM0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0499'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE
 EM0499'IS NOW A WESTERN FARMERS ELECTRIC CO-OP. RADIO MAST AT THE STATION
 EM0499'SITE, APPROXIMATELY 300 FEET TALL.  DISTANCE AND DIRECTION TO IT
 EM0499'ARE GIVEN BELOW.
 EM0499'
 EM0499'THE DISTANCE TO RM 1 CHECKED THE OLD DISTANCE OF 21.99 FEET WHEN
 EM0499'MEASURED ON THE SLOPE, HORIZONTAL DISTANCE IS AS ABOVE.
 EM0499
 EM0499                          STATION RECOVERY (1961)
 EM0499
 EM0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0499'4.5 MI S FROM MANGUM.
 EM0499'4.5 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MANGUM,
 EM0499'ABOUT 200 FEET WEST OF THE HIGHWAY ON TOP OF A SMALL KNOLL, 30 FEET
 EM0499'SOUTHEAST OF THE RADIO MAST, SET IN THE TOP OF A CONCRETE POST THAT
 EM0499'PROJECTS ABOUT 2 INCHES.
 EM0499
 EM0499                          STATION RECOVERY (1963)
 EM0499
 EM0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0499'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 EM0499'IT IS IN THE NW 1/4 OF SEC. 17, T. 4 N., R. 22 W., ABOUT 30
 EM0499'FEET SE OF THE WESTERN FARMERS ELECTRIC CO-OP RADIO MAST.
 EM0499'
 EM0499'THE AZIMUTH MARK IS AS DESCRIBED IN 1948, IN THE SE ANGLE OF THE
 EM0499'FIRST CROSSROAD SOUTH-SOUTHWEST OF THE STATION.  THE MARK IS
 EM0499'LEVEL WITH GROUND SURFACE.
 EM0499'
 EM0499'TO REACH FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 EM0499'MANGUM, FOLLOW STATE HIGHWAY SOUTHERLY TOWARD DUKE FOR 4.6 MILES
 EM0499'TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT ACROSS CATTLE GUARD
 EM0499'AND GO ABOUT 100 YARDS TO RADIO TOWER AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0501 ***********************************************************************
 EM0501  DESIGNATION -  LADESSA AZ MK
 EM0501  PID         -  EM0501
 EM0501  STATE/COUNTY-  OK/GREER
 EM0501  COUNTRY     -  US
 EM0501  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0501
 EM0501                         *CURRENT SURVEY CONTROL
 EM0501  ______________________________________________________________________
 EM0501* NAD 83(1986) POSITION- 34 48 43.     (N) 099 32 37.     (W)   SCALED
 EM0501* NAVD 88 ORTHO HEIGHT -   525.179 (meters)     1723.02  (feet) ADJUSTED
 EM0501  ______________________________________________________________________
 EM0501  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 EM0501  DYNAMIC HEIGHT  -        524.617 (meters)     1721.18  (feet) COMP
 EM0501  MODELED GRAVITY -    979,549.5   (mgal)                       NAVD 88
 EM0501
 EM0501  VERT ORDER      -  SECOND    CLASS 0
 EM0501
 EM0501.The horizontal coordinates were scaled from a map and have
 EM0501.an estimated accuracy of +/- 6 seconds.
 EM0501
 EM0501.The orthometric height was determined by differential leveling and
 EM0501.adjusted by the NATIONAL GEODETIC SURVEY
 EM0501.in June 1991.
 EM0501
 EM0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0501.GEOID18 height accuracy estimate available here.
 EM0501
 EM0501.Click photographs - Photos may exist for this station.
 EM0501
 EM0501.The dynamic height is computed by dividing the NAVD 88
 EM0501.geopotential number by the normal gravity value computed on the
 EM0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0501.degrees latitude (g = 980.6199 gals.).
 EM0501
 EM0501.The modeled gravity was interpolated from observed gravity values.
 EM0501
 EM0501;                    North         East    Units  Estimated Accuracy
 EM0501;SPC OK S     -   165,090.      458,780.      MT  (+/- 180 meters Scaled)
 EM0501
 EM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD502523(NAD 83)
 EM0501
 EM0501                          SUPERSEDED SURVEY CONTROL
 EM0501
 EM0501  NGVD 29 (??/??/92)  524.969  (m)         1722.34   (f) ADJ UNCH    2 0
 EM0501
 EM0501.Superseded values are not recommended for survey control.
 EM0501
 EM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0501.See file dsdata.pdf to determine how the superseded data were derived.
 EM0501
 EM0501_MARKER: DZ = AZIMUTH MARK DISK
 EM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0501_STAMPING: LADESSA 1948
 EM0501_MARK LOGO: CGS
 EM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0501+STABILITY: SURFACE MOTION
 EM0501
 EM0501  HISTORY     - Date     Condition        Report By
 EM0501  HISTORY     - 1948     MONUMENTED       CGS
 EM0501  HISTORY     - 1961     GOOD             CGS
 EM0501
 EM0501                          STATION DESCRIPTION
 EM0501
 EM0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0501'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0501'MANGUM, 56.5 FEET EAST OF THE CENTER OF THE HIGHWAY, 33.5 FEET SOUTH
 EM0501'OF THE CENTER OF LTHE EAST-WEST ROAD, ABOUT 100 YARDS SOUTHEAST OF A
 EM0501'SEREVICE STATION, CEMENTED IN THE TOP OF A CONCRETE POST THAT PROJECTS
 EM0501'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0498 ***********************************************************************
 EM0498  DESIGNATION -  LADESSA RM 1
 EM0498  PID         -  EM0498
 EM0498  STATE/COUNTY-  OK/GREER
 EM0498  COUNTRY     -  US
 EM0498  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0498
 EM0498                         *CURRENT SURVEY CONTROL
 EM0498  ______________________________________________________________________
 EM0498* NAD 83(1986) POSITION- 34 49 13.64   (N) 099 32 22.48   (W)   HD_HELD1
 EM0498* NAVD 88 ORTHO HEIGHT -   536.371 (meters)     1759.74  (feet) ADJUSTED
 EM0498  ______________________________________________________________________
 EM0498  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 EM0498  DYNAMIC HEIGHT  -        535.799 (meters)     1757.87  (feet) COMP
 EM0498  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 EM0498
 EM0498  VERT ORDER      -  SECOND    CLASS 0
 EM0498
 EM0498.The horizontal coordinates were determined by differentially corrected
 EM0498.hand held GPS observations or other comparable positioning techniques
 EM0498.and have an estimated accuracy of +/- 3 meters.
 EM0498
 EM0498.The orthometric height was determined by differential leveling and
 EM0498.adjusted by the NATIONAL GEODETIC SURVEY
 EM0498.in June 1991.
 EM0498
 EM0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0498.GEOID18 height accuracy estimate available here.
 EM0498
 EM0498.Click photographs - Photos may exist for this station.
 EM0498
 EM0498.The dynamic height is computed by dividing the NAVD 88
 EM0498.geopotential number by the normal gravity value computed on the
 EM0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0498.degrees latitude (g = 980.6199 gals.).
 EM0498
 EM0498.The modeled gravity was interpolated from observed gravity values.
 EM0498
 EM0498;                    North         East    Units  Estimated Accuracy
 EM0498;SPC OK S     -   166,031.8     459,161.7     MT  (+/- 3 meters HH1 GPS) 
 EM0498
 EM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5065553265(NAD 83)
 EM0498
 EM0498                          SUPERSEDED SURVEY CONTROL
 EM0498
 EM0498  NGVD 29 (??/??/92)  536.161  (m)         1759.05   (f) ADJ UNCH    2 0
 EM0498
 EM0498.Superseded values are not recommended for survey control.
 EM0498
 EM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0498.See file dsdata.pdf to determine how the superseded data were derived.
 EM0498
 EM0498_MARKER: DR = REFERENCE MARK DISK
 EM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0498_STAMPING: LADESSA NO 1 1948
 EM0498_MARK LOGO: CGS
 EM0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0498+STABILITY: SURFACE MOTION
 EM0498
 EM0498  HISTORY     - Date     Condition        Report By
 EM0498  HISTORY     - 1948     MONUMENTED       CGS
 EM0498  HISTORY     - 1961     GOOD             CGS
 EM0498
 EM0498                          STATION DESCRIPTION
 EM0498
 EM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0498'4.5 MI S FROM MANGUM.
 EM0498'4.5 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MANGUM,
 EM0498'22 FEET NORTHEAST OF THE TRIANGULATION STATION, SET IN THE TOP OF A
 EM0498'CONCRETE POST THAT PROJECTS 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0500 ***********************************************************************
 EM0500  DESIGNATION -  LADESSA RM 2
 EM0500  PID         -  EM0500
 EM0500  STATE/COUNTY-  OK/GREER
 EM0500  COUNTRY     -  US
 EM0500  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0500
 EM0500                         *CURRENT SURVEY CONTROL
 EM0500  ______________________________________________________________________
 EM0500* NAD 83(1986) POSITION- 34 49 13.78   (N) 099 32 22.92   (W)   HD_HELD1
 EM0500* NAVD 88 ORTHO HEIGHT -   536.483 (meters)     1760.11  (feet) ADJUSTED
 EM0500  ______________________________________________________________________
 EM0500  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 EM0500  DYNAMIC HEIGHT  -        535.910 (meters)     1758.23  (feet) COMP
 EM0500  MODELED GRAVITY -    979,551.3   (mgal)                       NAVD 88
 EM0500
 EM0500  VERT ORDER      -  SECOND    CLASS 0
 EM0500
 EM0500.The horizontal coordinates were determined by differentially corrected
 EM0500.hand held GPS observations or other comparable positioning techniques
 EM0500.and have an estimated accuracy of +/- 3 meters.
 EM0500
 EM0500.The orthometric height was determined by differential leveling and
 EM0500.adjusted by the NATIONAL GEODETIC SURVEY
 EM0500.in June 1991.
 EM0500
 EM0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0500.GEOID18 height accuracy estimate available here.
 EM0500
 EM0500.Click photographs - Photos may exist for this station.
 EM0500
 EM0500.The dynamic height is computed by dividing the NAVD 88
 EM0500.geopotential number by the normal gravity value computed on the
 EM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0500.degrees latitude (g = 980.6199 gals.).
 EM0500
 EM0500.The modeled gravity was interpolated from observed gravity values.
 EM0500
 EM0500;                    North         East    Units  Estimated Accuracy
 EM0500;SPC OK S     -   166,036.2     459,150.6     MT  (+/- 3 meters HH1 GPS) 
 EM0500
 EM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5064353269(NAD 83)
 EM0500
 EM0500                          SUPERSEDED SURVEY CONTROL
 EM0500
 EM0500  NGVD 29 (??/??/92)  536.272  (m)         1759.42   (f) ADJ UNCH    2 0
 EM0500
 EM0500.Superseded values are not recommended for survey control.
 EM0500
 EM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0500.See file dsdata.pdf to determine how the superseded data were derived.
 EM0500
 EM0500_MARKER: DR = REFERENCE MARK DISK
 EM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0500_STAMPING: LADESSA NO 2 1948
 EM0500_MARK LOGO: CGS
 EM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0500+STABILITY: SURFACE MOTION
 EM0500
 EM0500  HISTORY     - Date     Condition        Report By
 EM0500  HISTORY     - 1948     MONUMENTED       CGS
 EM0500  HISTORY     - 1961     GOOD             CGS
 EM0500
 EM0500                          STATION DESCRIPTION
 EM0500
 EM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0500'4.5 MI S FROM MANGUM.
 EM0500'4.5 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MANGUM,
 EM0500'27 FEET NORTH WEST OF THE TRIANGULATION STATION, SET IN THE TOP OF A
 EM0500'CONCRETE POST THAT PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0910 ***********************************************************************
 EL0910  DESIGNATION -  LAHOMA
 EL0910  PID         -  EL0910
 EL0910  STATE/COUNTY-  OK/CARTER
 EL0910  COUNTRY     -  US
 EL0910  USGS QUAD   -  ARDMORE WEST (2018)
 EL0910
 EL0910                         *CURRENT SURVEY CONTROL
 EL0910  ______________________________________________________________________
 EL0910* NAD 83(1993) POSITION- 34 08 03.19727(N) 097 08 35.34888(W)   ADJUSTED
 EL0910* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 EL0910  ______________________________________________________________________
 EL0910  GEOID HEIGHT    -        -26.154 (meters)                     GEOID18
 EL0910  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 EL0910  HORZ ORDER      -  THIRD
 EL0910
 EL0910.The horizontal coordinates were established by classical geodetic methods
 EL0910.and adjusted by the National Geodetic Survey in November 1994.
 EL0910
 EL0910.The orthometric height was scaled from a topographic map.
 EL0910
 EL0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0910.GEOID18 height accuracy estimate available here.
 EL0910
 EL0910.Click photographs - Photos may exist for this station.
 EL0910
 EL0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0910
 EL0910. The following values were computed from the NAD 83(1993) position.
 EL0910
 EL0910;                    North         East     Units Scale Factor Converg.
 EL0910;SPC OK S     -    89,172.749   679,031.364   MT  0.99996658   +0 29 10.9
 EL0910;SPC OK S     -   292,560.93  2,227,788.73   sFT  0.99996658   +0 29 10.9
 EL0910;UTM  14      - 3,778,595.489   671,216.861   MT  0.99996138   +1 02 31.9
 EL0910
 EL0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0910!SPC OK S     -   0.99996124  x   0.99996658  =   0.99992782
 EL0910!UTM  14      -   0.99996124  x   0.99996138  =   0.99992262
 EL0910
 EL0910:                Primary Azimuth Mark                     Grid Az
 EL0910:SPC OK S     -  LAHOMA AZ MK                             177 12 17.0
 EL0910:UTM  14      -  LAHOMA AZ MK                             176 38 56.0
 EL0910
 EL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7121678595(NAD 83)
 EL0910
 EL0910|---------------------------------------------------------------------|
 EL0910| PID    Reference Object                     Distance      Geod. Az  |
 EL0910|                                                           dddmmss.s |
 EL0910| CY1437 LAHOMA AZ MK                                       1774127.9 |
 EL0910| CY1439 LAHOMA RM 2                           8.997 METERS 17950     |
 EL0910| CY1438 LAHOMA RM 1                           8.376 METERS 35844     |
 EL0910|---------------------------------------------------------------------|
 EL0910
 EL0910                          SUPERSEDED SURVEY CONTROL
 EL0910
 EL0910  NAD 83(1986)-  34 08 03.20240(N)    097 08 35.33993(W) AD(       ) 3
 EL0910  NAD 27      -  34 08 02.85800(N)    097 08 34.28910(W) AD(       ) 3
 EL0910
 EL0910.Superseded values are not recommended for survey control.
 EL0910
 EL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0910.See file dsdata.pdf to determine how the superseded data were derived.
 EL0910
 EL0910_MARKER: DS = TRIANGULATION STATION DISK
 EL0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0910_STAMPING: LAHOMA 1954
 EL0910_MARK LOGO: CGS
 EL0910_PROJECTION: FLUSH
 EL0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0910+STABILITY: SURFACE MOTION
 EL0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0910+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 EL0910
 EL0910  HISTORY     - Date     Condition        Report By
 EL0910  HISTORY     - 1954     MONUMENTED       CGS
 EL0910  HISTORY     - 1967     GOOD             CGS
 EL0910  HISTORY     - 1971     GOOD             OKDH
 EL0910  HISTORY     - 20030710 GOOD             ALMLS
 EL0910  HISTORY     - 20090418 GOOD             GEOCAC
 EL0910
 EL0910                          STATION DESCRIPTION
 EL0910
 EL0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0910'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF ARDMORE NEAR THE
 EL0910'SUMMIT OF A HILL AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EL0910'NO. 77.  IT IS ACROSS THE HIGHWAY WEST FROM THE LAHOMA MOTEL,
 EL0910'48 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 77, 4 FEET
 EL0910'NORTHEAST OF A WITNESS POST, AND 3 FEET EAST OF A WOVEN WIRE
 EL0910'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EL0910'THE DISK IS STAMPED LAHOMA 1954.
 EL0910'
 EL0910'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF U.S.
 EL0910'HIGHWAY NO. 77 AND 2 FEET EAST OF A WOVEN WIRE FENCE.  IT IS
 EL0910'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EL0910'LAHOMA NO 1 1954.
 EL0910'
 EL0910'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF U.S.
 EL0910'HIGHWAY NO. 77 AND 2 FEET EAST OF A WOVEN WIRE FENCE.  IT IS
 EL0910'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 EL0910'STAMPED LAHOMA NO 2 1954.
 EL0910'
 EL0910'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 EL0910'MARK NO. 2 IS 56.99 FEET.
 EL0910'
 EL0910'THE AZIMUTH MARK IS 48 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EL0910'NO. 77, 2 FEET NORTH OF A POWERLINE POLE AND 1.5 FEET NORTHWEST
 EL0910'OF A WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF
 EL0910'THE GROUND AND THE DISK IS STAMPED LAHOMA 1954.
 EL0910'
 EL0910'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, GO
 EL0910'WESTERLY ON U.S. HIGHWAY NO. 70 FOR 0.8 MILE TO THE JUNCTION
 EL0910'OF U.S. HIGHWAY NO. 77.  HERE TURN LEFT AND GO SOUTH ON
 EL0910'U.S. HIGHWAY NO. 77 FOR 2.65 MILES TO THE TOP OF A HILL
 EL0910'AND THE STATION ON THE RIGHT ACROSS THE HIGHWAY FROM THE
 EL0910'LAHOMA MOTEL AS DESCRIBED.
 EL0910'
 EL0910'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 EL0910'HIGHWAY NO. 77 FOR 0.5 MILE TO A GROUP OF FARM BUILDINGS ON
 EL0910'THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 EL0910
 EL0910                          STATION RECOVERY (1967)
 EL0910
 EL0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EL0910'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 EL0910'STATION AND REFERENCE MARKS ARE UNDER A SMALL FILL AND ARE ABOUT 10
 EL0910'INCHES BELOW THE GROUND.  THE STATION MARK IS 8 FEET NORTH OF A
 EL0910'YELLOW WOODEN POST WITH METAL WITNESS SIGN ATTACHED AND IS 4 FEET
 EL0910'EAST OF THE RIGHT OF WAY FENCE.  R.M. NO. 1 IS 29.52 FEET NORTH
 EL0910'OF THE STATION AND IS 3 FEET EAST OF THE RIGHT OF WAY FENCE.
 EL0910'R.M. NO. 2 IS 27.48 FEET SOUTH OF THE STATION AND IS 3.5 FEET
 EL0910'EAST OF THE RIGHT OF WAY FENCE.  THE MEASUREMENTS TO THE
 EL0910'REFERENCE MARKS WERE REVERSED IN THE ORIGINAL DESCRIPTION.  THE
 EL0910'AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND A METAL WITNESS POST WAS
 EL0910'SET 1 FOOT NORTH OF THE MARK.
 EL0910'
 EL0910'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 EL0910'RECOVERY.
 EL0910'
 EL0910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH
 EL0910'OF ARDMORE.
 EL0910
 EL0910                          STATION RECOVERY (1971)
 EL0910
 EL0910'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (EMB)
 EL0910'LAHOMA 1954 RECOVERED GOOD.
 EL0910'
 EL0910'LAHOMA NO. 1 1954 RECOVERED GOOD (DISTANCE SHOULD BE 29.52).
 EL0910'
 EL0910'LAHOMA NO. 2 1954 RECOVERED GOOD (DISTANCE SHOULD BE 27.48).
 EL0910'
 EL0910'LAHOMA 1954 (AZIMUTH) RECOVERED GOOD.
 EL0910'
 EL0910'DISTANCES FROM STATION TO R.M. NO. 1 AND R.M. NO. 2 ARE REVERSED.
 EL0910
 EL0910                          STATION RECOVERY (2003)
 EL0910
 EL0910'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL0910'RECOVERED AS DESCRIBED.
 EL0910
 EL0910                          STATION RECOVERY (2009)
 EL0910
 EL0910'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0530 ***********************************************************************
 GJ0530  DESIGNATION -  LAHOMA MUNICIPAL STANDPIPE
 GJ0530  PID         -  GJ0530
 GJ0530  STATE/COUNTY-  OK/GARFIELD
 GJ0530  COUNTRY     -  US
 GJ0530  USGS QUAD   -  LAHOMA (2018)
 GJ0530
 GJ0530                         *CURRENT SURVEY CONTROL
 GJ0530  ______________________________________________________________________
 GJ0530* NAD 83(1993) POSITION- 36 23 10.34142(N) 098 05 23.76477(W)   ADJUSTED
 GJ0530  ______________________________________________________________________
 GJ0530  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 GJ0530  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 GJ0530  HORZ ORDER      -  THIRD
 GJ0530
 GJ0530.The horizontal coordinates were established by classical geodetic methods
 GJ0530.and adjusted by the National Geodetic Survey in November 1994.
 GJ0530
 GJ0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0530.GEOID18 height accuracy estimate available here.
 GJ0530
 GJ0530.Click photographs - Photos may exist for this station.
 GJ0530
 GJ0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0530
 GJ0530. The following values were computed from the NAD 83(1993) position.
 GJ0530
 GJ0530;                    North         East     Units Scale Factor Converg.
 GJ0530;SPC OK N     -   153,808.469   591,931.264   MT  0.99995267   -0 03 11.1
 GJ0530;SPC OK N     -   504,619.95  1,942,027.82   sFT  0.99995267   -0 03 11.1
 GJ0530;UTM  14      - 4,027,170.282   581,621.263   MT  0.99968208   +0 32 23.7
 GJ0530
 GJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8162127170(NAD 83)
 GJ0530
 GJ0530                          SUPERSEDED SURVEY CONTROL
 GJ0530
 GJ0530  NAD 83(1986)-  36 23 10.34625(N)    098 05 23.75176(W) AD(       ) 3
 GJ0530  NAD 27      -  36 23 10.22685(N)    098 05 22.52170(W) AD(       ) 3
 GJ0530
 GJ0530.Superseded values are not recommended for survey control.
 GJ0530
 GJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0530.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0530
 GJ0530_MARKER: 52 = STANDPIPE TANK
 GJ0530
 GJ0530  HISTORY     - Date     Condition        Report By
 GJ0530  HISTORY     - 1968     FIRST OBSERVED   CGS
 GJ0530
 GJ0530                          STATION DESCRIPTION
 GJ0530
 GJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0530'STATION IS LOCATED IN THE CENTRAL SECTION OF THE SMALL TOWN
 GJ0530'OF LAHOMA, 200 FEET WEST OF THE MAIN BUSINESS STREET AND ABOUT
 GJ0530'150 FEET SOUTH OF THE LAHOMA PUBLIC SCHOOL BUILDING.
 GJ0530'
 GJ0530'A LARGE STEEL STANDPIPE, 120 FEET IN HEIGHT, SILVER IN COLOR AND
 GJ0530'HAS THE NAME LAHOMA ON IT.
 GJ0530'
 GJ0530'POINT INTERSECTED, WAS THE TOP-CENTER OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0912 ***********************************************************************
 EM0912  DESIGNATION -  LAKE
 EM0912  PID         -  EM0912
 EM0912  STATE/COUNTY-  OK/GREER
 EM0912  COUNTRY     -  US
 EM0912  USGS QUAD   -  LAKE ALTUS (2018)
 EM0912
 EM0912                         *CURRENT SURVEY CONTROL
 EM0912  ______________________________________________________________________
 EM0912* NAD 83(1993) POSITION- 34 55 03.69113(N) 099 20 34.48597(W)   ADJUSTED
 EM0912* NAVD 88 ORTHO HEIGHT -   480.9   (meters)     1578.    (feet) VERTCON3
 EM0912  ______________________________________________________________________
 EM0912  GEOID HEIGHT    -        -25.781 (meters)                     GEOID18
 EM0912  LAPLACE CORR    -          5.60  (seconds)                    DEFLEC18
 EM0912  HORZ ORDER      -  THIRD
 EM0912
 EM0912.The horizontal coordinates were established by classical geodetic methods
 EM0912.and adjusted by the National Geodetic Survey in November 1994.
 EM0912
 EM0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0912
 EM0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0912.GEOID18 height accuracy estimate available here.
 EM0912
 EM0912.Click photographs - Photos may exist for this station.
 EM0912
 EM0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0912
 EM0912. The following values were computed from the NAD 83(1993) position.
 EM0912
 EM0912;                    North         East     Units Scale Factor Converg.
 EM0912;SPC OK S     -   176,560.603   477,294.729   MT  0.99995283   -0 45 44.1
 EM0912;SPC OK S     -   579,265.91  1,565,924.46   sFT  0.99995283   -0 45 44.1
 EM0912;UTM  14      - 3,863,969.133   468,677.276   MT  0.99961209   -0 11 46.6
 EM0912
 EM0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0912!SPC OK S     -   0.99992857  x   0.99995283  =   0.99988141
 EM0912!UTM  14      -   0.99992857  x   0.99961209  =   0.99954069
 EM0912
 EM0912:                Primary Azimuth Mark                     Grid Az
 EM0912:SPC OK S     -  LAKE AZ MK                               223 47 55.7
 EM0912:UTM  14      -  LAKE AZ MK                               223 13 58.2
 EM0912
 EM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6867763969(NAD 83)
 EM0912
 EM0912|---------------------------------------------------------------------|
 EM0912| PID    Reference Object                     Distance      Geod. Az  |
 EM0912|                                                           dddmmss.s |
 EM0912| CX8480 LAKE RM 1                            23.278 METERS 04553     |
 EM0912| CX8482 LAKE RM 3                            14.067 METERS 07830     |
 EM0912| CX8481 LAKE RM 2                             9.089 METERS 18444     |
 EM0912| CX8479 LAKE AZ MK                                         2230211.6 |
 EM0912| EM0919 MISSOURI SYNOD EVANGELICAL CH       APPROX. 4.9 KM 2841952.6 |
 EM0912|---------------------------------------------------------------------|
 EM0912
 EM0912                          SUPERSEDED SURVEY CONTROL
 EM0912
 EM0912  NAD 83(1986)-  34 55 03.69727(N)    099 20 34.48021(W) AD(       ) 3
 EM0912  NAD 27      -  34 55 03.48600(N)    099 20 33.17800(W) AD(       ) 3
 EM0912  NGVD 29 (07/19/86)  480.7    (m)         1577.     (f) VERT ANG       
 EM0912
 EM0912.Superseded values are not recommended for survey control.
 EM0912
 EM0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0912.See file dsdata.pdf to determine how the superseded data were derived.
 EM0912
 EM0912_MARKER: DS = TRIANGULATION STATION DISK
 EM0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0912_STAMPING: LAKE 1948
 EM0912_MARK LOGO: CGS
 EM0912_PROJECTION: FLUSH
 EM0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0912+STABILITY: SURFACE MOTION
 EM0912
 EM0912  HISTORY     - Date     Condition        Report By
 EM0912  HISTORY     - 1948     MONUMENTED       CGS
 EM0912  HISTORY     - 1963     GOOD             CGS
 EM0912
 EM0912                          STATION DESCRIPTION
 EM0912
 EM0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0912'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF MANGUM,
 EM0912'ABOUT 4 MILES SOUTHEAST OF GRANITE AND ON A NORTH-SOUTH ROAD
 EM0912'RIGHT-OF-WAY.  IT IS SITUATED 18 FEET WEST OF THE CENTER OF
 EM0912'THE ROAD, 5 FEET SOUTHEAST OF A REFERENCE POST AND 3 FEET
 EM0912'EAST OF THE FENCE LINE.  THE DISK IS STAMPED LAKE 1948 AND IS SET
 EM0912'FLUSH.
 EM0912'
 EM0912'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 25
 EM0912'FEET EAST OF THE CENTER OF THE ROAD, 8 FEET EAST OF A FENCE
 EM0912'CORNER AND 2 FEET SOUTH OF THE FENCE LINE.  THE DISK IS STAMPED
 EM0912'LAKE NO 1 1948 AND PROJECTS 3 INCHES.
 EM0912'
 EM0912'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE AND IS 21 FEET WEST
 EM0912'OF THE CENTER OF THE ROAD.  THE DISK IS STAMPED LAKE NO 2 1948
 EM0912'AND PROJECTS 3 INCHES.
 EM0912'
 EM0912'THE AZIMUTH MARK IS LOCATED 0.35 MILE SOUTHWEST OF THE STATION,
 EM0912'SET IN A FENCE LINE, 15 FEET NORTH OF THE CENTER OF THE ROAD
 EM0912'AND 2 FEET EAST OF A REFERENCE POST.  THE DISK IS STAMPED LAKE
 EM0912'1948 AND PROJECTS 3 INCHES.
 EM0912'
 EM0912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283
 EM0912'AND STATE HIGHWAY 44, ABOUT 5 MILES NORTH OF BLAIR, GO WEST
 EM0912'ON U.S. 283 FOR 2.8 MILES TO A T-ROAD AND SERVICE STATION
 EM0912'ON THE RIGHT, TURN RIGHT AND GO NORTH FOR 4.05 MILES TO A CROSS
 EM0912'ROAD, TURN RIGHT AND GO 1.8 MILES TO THE AZIMUTH MARK ON THE
 EM0912'LEFT, CONTINUE EAST FOR 0.2 MILE TO A T-INTERSECTION, TURN
 EM0912'LEFT AND GO NORTH FOR 0.2 MILE TO A FARM HOUSE ON THE RIGHT
 EM0912'AND THE STATION ON THE LEFT AS DESCRIBED.
 EM0912'
 EM0912'A 4 FOOT SIGNAL AT WALSH 1921 1948 IS VISIBLE AT 4 FEET.
 EM0912'
 EM0912'A 100 FOOT SIGNAL AT MANGUM IS VISIBLE AT 4 FEET.
 EM0912
 EM0912                          STATION RECOVERY (1963)
 EM0912
 EM0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 EM0912'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 EM0912'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 EM0912'TO BE DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS SET.  A COMPLETE
 EM0912'DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 9 MILES
 EM0912'EAST-NORTHEAST OF MANGUM, ABOUT 4 MILES SOUTHEAST OF GRANITE, ON
 EM0912'THE WEST ROAD RIGHT-OF-WAY OF A NORTH-SOUTH ROAD, IN THE
 EM0912'SOUTHEAST QUARTER OF SECTION 7, T 5 N, R 20 W.
 EM0912'
 EM0912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283
 EM0912'AND STATE HIGHWAY 44, ABOUT 5 MILES NORTH OF BLAIR, GO WEST ON
 EM0912'U.S. HIGHWAY 283 FOR 2.8 MILES TO A T-ROAD AND SERVICE STATION ON
 EM0912'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 4.05 MILES TO A CROSS
 EM0912'ROAD, TURN RIGHT AND GO 1.8 MILES TO THE AZIMUTH MARK ON
 EM0912'THE LEFT.  CONTINUE EAST FOR 0.2 MILE TO A T-ROAD JUNCTION.
 EM0912'TURN LEFT, NORTH, GO 0.2 MILE TO STATION ON THE LEFT.
 EM0912'
 EM0912'STATION MARK, A STANDARD DISK STAMPED LAKE 1948, SET IN A 12
 EM0912'IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EM0912'21.5 FEET WEST OF THE CENTER OF ROAD, 31 FEET SOUTH AND 45
 EM0912'FEET WEST OF THE CENTER OF A GATE AT ENTRANCE TO A FIELD,
 EM0912'95 FEET NORTH OF A TELEPHONE POLE, AND 2.2 FEET SOUTH OF A
 EM0912'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 EM0912'
 EM0912'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAKE NO 2 1948,
 EM0912'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3
 EM0912'INCHES.  IT IS 24 FEET WEST OF THE CENTER OF ROAD, AND IN A
 EM0912'NORTH-SOUTH FENCE LINE.
 EM0912'
 EM0912'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LAKE NO 3 1948,
 EM0912'IS SET IN A 9 IN X 9 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 EM0912'IT IS 24 FEET EAST OF THE CENTER OF ROAD, AND 21 FEET SOUTH
 EM0912'OF THE CENTER OF A FIELD ROAD.
 EM0912'
 EM0912'AZIMUTH MARK, A STANDARD DISK STAMPED LAKE 1948, IS SET IN A
 EM0912'10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EM0912'GROUND.  IT IS 0.2 MILE WEST OF A T-ROAD JUNCTION, 43 FEET
 EM0912'NORTH OF THE EAST GATE POST, AND 22 FEET NORTH OF THE CENTER
 EM0912'OF ROAD.
 EM0912'
 EM0912'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 EM0912'TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0610 ***********************************************************************
 FK0610  DESIGNATION -  LAKE
 FK0610  PID         -  FK0610
 FK0610  STATE/COUNTY-  OK/ROGER MILLS
 FK0610  COUNTRY     -  US
 FK0610  USGS QUAD   -  REYDON SW (2018)
 FK0610
 FK0610                         *CURRENT SURVEY CONTROL
 FK0610  ______________________________________________________________________
 FK0610* NAD 83(1993) POSITION- 35 32 02.33871(N) 099 59 53.51464(W)   ADJUSTED
 FK0610* NAVD 88 ORTHO HEIGHT -   743.9   (meters)     2441.    (feet) VERTCON3
 FK0610  ______________________________________________________________________
 FK0610  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 FK0610  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 FK0610  HORZ ORDER      -  SECOND
 FK0610
 FK0610.The horizontal coordinates were established by classical geodetic methods
 FK0610.and adjusted by the National Geodetic Survey in November 1994.
 FK0610
 FK0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0610
 FK0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0610.GEOID18 height accuracy estimate available here.
 FK0610
 FK0610.Click photographs - Photos may exist for this station.
 FK0610
 FK0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0610
 FK0610. The following values were computed from the NAD 83(1993) position.
 FK0610
 FK0610;                    North         East     Units Scale Factor Converg.
 FK0610;SPC OK N     -    61,112.049   418,792.745   MT  1.00000609   -1 10 45.2
 FK0610;SPC OK N     -   200,498.45  1,373,989.20   sFT  1.00000609   -1 10 45.2
 FK0610;SPC OK S     -   245,912.573   418,779.617   MT  1.00007326   -1 08 03.2
 FK0610;SPC OK S     -   806,798.17  1,373,946.13   sFT  1.00007326   -1 08 03.2
 FK0610;SPC TX N     - 1,171,209.569   336,183.024   MT  0.99991292   +0 52 13.3
 FK0610;SPC TX N     - 3,842,543.39  1,102,960.47   sFT  0.99991292   +0 52 13.3
 FK0610;UTM  14      - 3,932,720.525   409,506.930   MT  0.99970091   -0 34 48.6
 FK0610
 FK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0610!SPC OK N     -   0.99988755  x   1.00000609  =   0.99989364
 FK0610!SPC OK S     -   0.99988755  x   1.00007326  =   0.99996081
 FK0610!SPC TX N     -   0.99988755  x   0.99991292  =   0.99980048
 FK0610!UTM  14      -   0.99988755  x   0.99970091  =   0.99958850
 FK0610
 FK0610:                Primary Azimuth Mark                     Grid Az
 FK0610:SPC OK N     -  SOCKWELL                                 325 13 31.4
 FK0610:SPC OK S     -  SOCKWELL                                 325 10 49.4
 FK0610:SPC TX N     -  SOCKWELL                                 323 10 32.9
 FK0610:UTM  14      -  SOCKWELL                                 324 37 34.8
 FK0610
 FK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0950632720(NAD 83)
 FK0610
 FK0610|---------------------------------------------------------------------|
 FK0610| PID    Reference Object                     Distance      Geod. Az  |
 FK0610|                                                           dddmmss.s |
 FK0610| CK9223 LAKE RM                                            02817     |
 FK0610| FL1888 SOCKWELL                            APPROX. 2.5 KM 3240246.2 |
 FK0610|---------------------------------------------------------------------|
 FK0610
 FK0610                          SUPERSEDED SURVEY CONTROL
 FK0610
 FK0610  NAD 83(1986)-  35 32 02.34189(N)    099 59 53.50323(W) AD(       ) 2
 FK0610  NAD 27      -  35 32 02.16700(N)    099 59 52.09400(W) AD(       ) 2
 FK0610  NGVD 29 (07/19/86)  743.6    (m)         2440.     (f) VERT ANG       
 FK0610
 FK0610.Superseded values are not recommended for survey control.
 FK0610
 FK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0610.See file dsdata.pdf to determine how the superseded data were derived.
 FK0610
 FK0610_MARKER: DS = TRIANGULATION STATION DISK
 FK0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0610_STAMPING: LAKE 1927
 FK0610_MARK LOGO: CGS
 FK0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0610+STABILITY: SURFACE MOTION
 FK0610
 FK0610  HISTORY     - Date     Condition        Report By
 FK0610  HISTORY     - 1927     MONUMENTED       CGS
 FK0610  HISTORY     - 1958     MARK NOT FOUND   USGS
 FK0610
 FK0610                          STATION DESCRIPTION
 FK0610
 FK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0610'ABOUT 6-1/2 MI. S AND 4 MI. W OF RANKIN, ABOUT 1/4 MI. N
 FK0610'AND 1/4 MI. W OF MERIDIAN LAKE, ABOUT 1900 FT. E OF THE
 FK0610'STATE LINE, IN SECTION 7, T12N, R26W, ON A SAND DUNE,
 FK0610'AT THE S END AND NEAR THE CENTER OF A LARGE BARE SAND SPOT
 FK0610'WHICH IS ABOUT 1/4 MI. LONG AND ABOUT AS WIDE, AND ABOUT 585
 FK0610'FT. W OF A FENCE LINE WHICH RUNS ALONG THE W EDGE OF A LAKE.
 FK0610'THERE ARE TWO SMALL COTTONWOOD TREES ON THE W SIDE OF THE DUNE,
 FK0610'AND ONE ON THE E SIDE.
 FK0610'
 FK0610'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 FK0610'SET IN CONCRETE.  REFERENCE MARK IS 556.3 M. (1825 FT.)
 FK0610'FROM THE STATION, N 28 DEG 17 MIN 31 SEC E.  ELEVATION
 FK0610'OF STATION IS 744 M. (2441 FT.)
 FK0610'
 FK0610'REACHED FROM RANKIN, BY GOING W ON THE ZYBACK ROAD FOR 4 MI.,
 FK0610'THEN TURNING S ON A SECTION-LINE ROAD AND GOING 5 MI. TO
 FK0610'A FENCE CORNER, THENCE SW FOR ABOUT 0.3 MI. TO A FENCE AND
 FK0610'GATE WHICH LEADS TO STATION SOCKWELL.  FROM THIS GATE FOLLOW THE
 FK0610'MAIN ROAD IN A SE DIRECTION FOR ABOUT 0.7 MI. TO A FENCE
 FK0610'CORNER, THEN GO S FOR 0.3 MI., AND W TO THE STATION.
 FK0610
 FK0610                          STATION RECOVERY (1958)
 FK0610
 FK0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0610'STATION NOT RECOVERED AND IS SAND DEEP.
 FK0610'
 FK0610'REFERENCE MARK 1 FOUND OKAY.
 FK0610'
 FK0610'TO REACH ABOUT 6 MILES S AND 4 MILES W OF RANKIN, T12N, R26W,
 FK0610'ABOUT 45 FEET N AND 1350 FEET E OF NW CORNER OF SECTION
 FK0610'7, 45 FEET N AND 13 FEET E OF WIRE GATE AT W EDGE OF SMALL
 FK0610'SHINNERY CLUMP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0800 ***********************************************************************
 EM0800  DESIGNATION -  LAKE 1945
 EM0800  PID         -  EM0800
 EM0800  STATE/COUNTY-  OK/COMANCHE
 EM0800  COUNTRY     -  US
 EM0800  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0800
 EM0800                         *CURRENT SURVEY CONTROL
 EM0800  ______________________________________________________________________
 EM0800* NAD 83(1993) POSITION- 34 42 24.13569(N) 098 36 00.80826(W)   ADJUSTED
 EM0800* NAVD 88 ORTHO HEIGHT -   476.    (meters)     1562.    (feet) SCALED
 EM0800  ______________________________________________________________________
 EM0800  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 EM0800  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 EM0800  HORZ ORDER      -  THIRD
 EM0800
 EM0800.The horizontal coordinates were established by classical geodetic methods
 EM0800.and adjusted by the National Geodetic Survey in November 1994.
 EM0800
 EM0800.The orthometric height was scaled from a topographic map.
 EM0800
 EM0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0800.GEOID18 height accuracy estimate available here.
 EM0800
 EM0800.Click photographs - Photos may exist for this station.
 EM0800
 EM0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0800
 EM0800. The following values were computed from the NAD 83(1993) position.
 EM0800
 EM0800;                    North         East     Units Scale Factor Converg.
 EM0800;SPC OK S     -   152,502.775   545,015.530   MT  0.99993822   -0 20 26.5
 EM0800;SPC OK S     -   500,336.19  1,788,105.12   sFT  0.99993822   -0 20 26.5
 EM0800;UTM  14      - 3,840,591.201   536,609.969   MT  0.99961652   +0 13 39.4
 EM0800
 EM0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0800!SPC OK S     -   0.99992927  x   0.99993822  =   0.99986749
 EM0800!UTM  14      -   0.99992927  x   0.99961652  =   0.99954581
 EM0800
 EM0800:                Primary Azimuth Mark                     Grid Az
 EM0800:SPC OK S     -  EDGE                                     253 51 44.1
 EM0800:UTM  14      -  EDGE                                     253 17 38.2
 EM0800
 EM0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3660940591(NAD 83)
 EM0800
 EM0800|---------------------------------------------------------------------|
 EM0800| PID    Reference Object                     Distance      Geod. Az  |
 EM0800|                                                           dddmmss.s |
 EM0800| EM0809 EDGE                                APPROX. 1.7 KM 2533117.6 |
 EM0800|---------------------------------------------------------------------|
 EM0800
 EM0800                          SUPERSEDED SURVEY CONTROL
 EM0800
 EM0800  NAD 83(1986)-  34 42 24.14132(N)    098 36 00.79308(W) AD(       ) 3
 EM0800  NAD 27      -  34 42 23.88900(N)    098 35 59.57200(W) AD(       ) 3
 EM0800
 EM0800.Superseded values are not recommended for survey control.
 EM0800
 EM0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0800.See file dsdata.pdf to determine how the superseded data were derived.
 EM0800
 EM0800_MARKER: I = METAL ROD
 EM0800_SETTING: 66 = SET IN ROCK OUTCROP
 EM0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0800
 EM0800  HISTORY     - Date     Condition        Report By
 EM0800  HISTORY     - 1945     MONUMENTED       USA
 EM0800
 EM0800                          STATION DESCRIPTION
 EM0800
 EM0800'DESCRIBED BY US ARMY 1945
 EM0800'NEAR THE TOP OF LOW ROCKY KNOLL LYING ABOUT 500 YDS. W OF MAIN
 EM0800'PORTION OF KETCH LAKE.  MARKED BY SECTION OF 3/8 IN IRON
 EM0800'REINFORCING ROD CEMENTED IN A DEPRESSION IN ROCK OUTCROP ABOUT
 EM0800'30 FT. W OF HIGHEST PART OF HILL.  ABOUT 60 FT. N BY E OF
 EM0800'FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0838 ***********************************************************************
 GH0838  DESIGNATION -  LAMONT B W TRUCK SERV RAD MAST
 GH0838  PID         -  GH0838
 GH0838  STATE/COUNTY-  OK/GRANT
 GH0838  COUNTRY     -  US
 GH0838  USGS QUAD   -  LAMONT (2018)
 GH0838
 GH0838                         *CURRENT SURVEY CONTROL
 GH0838  ______________________________________________________________________
 GH0838* NAD 83(1997) POSITION- 36 41 02.02477(N) 097 33 26.44390(W)   ADJUSTED
 GH0838  ______________________________________________________________________
 GH0838  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GH0838  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 GH0838  HORZ ORDER      -  THIRD
 GH0838
 GH0838.The horizontal coordinates were established by classical geodetic methods
 GH0838.and adjusted by the National Geodetic Survey in October 1998.
 GH0838
 GH0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0838.GEOID18 height accuracy estimate available here.
 GH0838
 GH0838.Click photographs - Photos may exist for this station.
 GH0838
 GH0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0838
 GH0838. The following values were computed from the NAD 83(1997) position.
 GH0838
 GH0838;                    North         East     Units Scale Factor Converg.
 GH0838;SPC OK N     -   186,928.162   639,563.226   MT  0.99998595   +0 15 40.4
 GH0838;SPC OK N     -   613,280.14  2,098,300.35   sFT  0.99998595   +0 15 40.4
 GH0838;UTM  14      - 4,060,776.371   628,895.062   MT  0.99980468   +0 51 43.1
 GH0838
 GH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2889560776(NAD 83)
 GH0838
 GH0838                          SUPERSEDED SURVEY CONTROL
 GH0838
 GH0838  NAD 83(1993)-  36 41 02.02556(N)    097 33 26.44402(W) AD(       ) 3
 GH0838  NAD 83(1986)-  36 41 02.03364(N)    097 33 26.43266(W) AD(       ) 3
 GH0838  NAD 27      -  36 41 01.91808(N)    097 33 25.25890(W) AD(       ) 3
 GH0838
 GH0838.Superseded values are not recommended for survey control.
 GH0838
 GH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0838.See file dsdata.pdf to determine how the superseded data were derived.
 GH0838
 GH0838_MARKER: 42 = RADIO/TV MAST
 GH0838
 GH0838  HISTORY     - Date     Condition        Report By
 GH0838  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0838
 GH0838                          STATION DESCRIPTION
 GH0838
 GH0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0838'THE STATION IS THE CENTER OF THE TOP OF A 176 FOOT HIGH STEEL
 GH0838'MAST, LOCATED ABOUT 3/4 MILE SOUTH OF LAMONT AND ABOUT 300
 GH0838'YARDS SOUTH OF THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GH0838'HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0840 ***********************************************************************
 GH0840  DESIGNATION -  LAMONT CLYDE COOP ASSN ELEV
 GH0840  PID         -  GH0840
 GH0840  STATE/COUNTY-  OK/GRANT
 GH0840  COUNTRY     -  US
 GH0840  USGS QUAD   -  LAMONT (2018)
 GH0840
 GH0840                         *CURRENT SURVEY CONTROL
 GH0840  ______________________________________________________________________
 GH0840* NAD 83(1997) POSITION- 36 41 39.46552(N) 097 33 28.43967(W)   ADJUSTED
 GH0840  ______________________________________________________________________
 GH0840  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 GH0840  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 GH0840  HORZ ORDER      -  THIRD
 GH0840
 GH0840.The horizontal coordinates were established by classical geodetic methods
 GH0840.and adjusted by the National Geodetic Survey in October 1998.
 GH0840
 GH0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0840.GEOID18 height accuracy estimate available here.
 GH0840
 GH0840.Click photographs - Photos may exist for this station.
 GH0840
 GH0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0840
 GH0840. The following values were computed from the NAD 83(1997) position.
 GH0840
 GH0840;                    North         East     Units Scale Factor Converg.
 GH0840;SPC OK N     -   188,082.039   639,508.422   MT  0.99998760   +0 15 39.3
 GH0840;SPC OK N     -   617,065.82  2,098,120.55   sFT  0.99998760   +0 15 39.3
 GH0840;UTM  14      - 4,061,929.400   628,828.173   MT  0.99980447   +0 51 42.6
 GH0840
 GH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2882861929(NAD 83)
 GH0840
 GH0840                          SUPERSEDED SURVEY CONTROL
 GH0840
 GH0840  NAD 83(1993)-  36 41 39.46633(N)    097 33 28.43976(W) AD(       ) 3
 GH0840  NAD 83(1986)-  36 41 39.47439(N)    097 33 28.42882(W) AD(       ) 3
 GH0840  NAD 27      -  36 41 39.35924(N)    097 33 27.25339(W) AD(       ) 3
 GH0840
 GH0840.Superseded values are not recommended for survey control.
 GH0840
 GH0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0840.See file dsdata.pdf to determine how the superseded data were derived.
 GH0840
 GH0840_MARKER: 65 = GRAIN ELEVATOR
 GH0840
 GH0840  HISTORY     - Date     Condition        Report By
 GH0840  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0840
 GH0840                          STATION DESCRIPTION
 GH0840
 GH0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0840'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON
 GH0840'THE EAST AND HIGHEST ONE OF TWO ELEVATORS LOCATED IN LAMONT.
 GH0840'IT IS 190 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9518 ***********************************************************************
 AF9518  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9518  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9518  DESIGNATION -  LAMONT CORS ARP
 AF9518  CORS_ID     -  LMNO
 AF9518  PID         -  AF9518
 AF9518  STATE/COUNTY-  OK/GRANT
 AF9518  COUNTRY     -  US
 AF9518  USGS QUAD   -  EDDY (2018)
 AF9518
 AF9518                         *CURRENT SURVEY CONTROL
 AF9518  ______________________________________________________________________
 AF9518* NAD 83(2011) POSITION- 36 41 07.58504(N) 097 28 50.62085(W)   ADJUSTED
 AF9518* NAD 83(2011) ELLIP HT-   280.815 (meters)        (04/??/25)   ADJUSTED
 AF9518* NAD 83(2011) EPOCH   -  2010.00
 AF9518* NAVD 88 ORTHO HEIGHT -   309.21  (meters)     1014.5   (feet) GPS OBS
 AF9518  ______________________________________________________________________
 AF9518  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9518  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 AF9518  NAD 83(2011) X  -   -666,736.352 (meters)                     COMP
 AF9518  NAD 83(2011) Y  - -5,077,562.340 (meters)                     COMP
 AF9518  NAD 83(2011) Z  -  3,789,624.494 (meters)                     COMP
 AF9518
 AF9518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9518  Standards:
 AF9518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9518  -------------------------------------------------------------------
 AF9518  NETWORK    0.17   0.35           0.08   0.05   0.18     -0.30994100
 AF9518  -------------------------------------------------------------------
 AF9518
 AF9518.The coordinates were established by GPS observations
 AF9518.and adjusted by the National Geodetic Survey in April 2025.
 AF9518
 AF9518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9518.been affixed to the stable North American Tectonic Plate. 
 AF9518
 AF9518.The coordinates are valid at the epoch date displayed above
 AF9518.which is a decimal equivalence of Year/Month/Day.
 AF9518
 AF9518.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9518.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9518.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9518.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9518.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9518.published epoch of 2010.00.
 AF9518
 AF9518.Additional information on MYCS is available at:
 AF9518.https://geodesy.noaa.gov/CORS/index.shtml
 AF9518
 AF9518.The orthometric height was determined by GPS observations and a
 AF9518.high-resolution geoid model using precise GPS observation and
 AF9518.processing techniques.
 AF9518
 AF9518.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9518.GEOID18 height accuracy estimate available here.
 AF9518
 AF9518.The PID for the CORS L1 Phase Center is DL2225.
 AF9518
 AF9518.Click photographs - Photos may exist for this station.
 AF9518
 AF9518.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9518
 AF9518.The ellipsoidal height was determined by GPS observations
 AF9518.and is referenced to NAD 83.
 AF9518
 AF9518. The following values were computed from the NAD 83(2011) position.
 AF9518
 AF9518;                    North         East     Units Scale Factor Converg.
 AF9518;SPC OK N     -   187,133.479   646,410.109   MT  0.99998619   +0 18 23.2
 AF9518;SPC OK N     -   613,953.76  2,120,763.83   sFT  0.99998619   +0 18 23.2
 AF9518;UTM  14      - 4,061,053.452   635,738.249   MT  0.99982699   +0 54 28.0
 AF9518
 AF9518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9518!SPC OK N     -   0.99995593  x   0.99998619  =   0.99994212
 AF9518!UTM  14      -   0.99995593  x   0.99982699  =   0.99978293
 AF9518
 AF9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3573861053(NAD 83)
 AF9518
 AF9518                          SUPERSEDED SURVEY CONTROL
 AF9518
 AF9518  NAD 83(2011)-  36 41 07.58514(N)    097 28 50.62092(W) AD(2010.00) c
 AF9518  ELLIP H (06/??/19)  280.820  (m)                       GP(2010.00) c c
 AF9518  NAD 83(2011)-  36 41 07.58497(N)    097 28 50.62104(W) AD(2010.00) c
 AF9518  NAD 83(2011)-  36 41 07.58513(N)    097 28 50.62089(W) AD(2010.00) c
 AF9518  ELLIP H (08/??/11)  280.816  (m)                       GP(2010.00) c c
 AF9518  NAD 83(2007)-  36 41 07.58497(N)    097 28 50.62178(W) AD(2002.00) c
 AF9518  NAD 83(CORS)-  36 41 07.58497(N)    097 28 50.62178(W) AD(2002.00) c
 AF9518  ELLIP H (03/??/02)  280.830  (m)                       GP(2002.00) c c
 AF9518  NAD 83(CORS)-  36 41 07.58474(N)    097 28 50.62195(W) AD(1997.00) c
 AF9518  ELLIP H (04/??/96)  280.838  (m)                       GP(1997.00) c c
 AF9518  NAD 83(CORS)-  36 41 07.58474(N)    097 28 50.62195(W) AD(1996.00) c
 AF9518  ELLIP H (04/??/96)  280.838  (m)                       GP(1996.00) c c
 AF9518
 AF9518.Superseded values are not recommended for survey control.
 AF9518
 AF9518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9518.See file dsdata.pdf to determine how the superseded data were derived.
 AF9518
 AF9518_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9518
 AF9518                          STATION DESCRIPTION
 AF9518
 AF9518'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9518'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9518'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9518'AND LOG FILES ACCESSIBLE AT:
 AF9518'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0839 ***********************************************************************
 GH0839  DESIGNATION -  LAMONT MUNICIPAL TANK
 GH0839  PID         -  GH0839
 GH0839  STATE/COUNTY-  OK/GRANT
 GH0839  COUNTRY     -  US
 GH0839  USGS QUAD   -  LAMONT (2018)
 GH0839
 GH0839                         *CURRENT SURVEY CONTROL
 GH0839  ______________________________________________________________________
 GH0839* NAD 83(1997) POSITION- 36 41 33.44165(N) 097 33 27.34061(W)   ADJUSTED
 GH0839  ______________________________________________________________________
 GH0839  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 GH0839  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 GH0839  HORZ ORDER      -  THIRD
 GH0839
 GH0839.The horizontal coordinates were established by classical geodetic methods
 GH0839.and adjusted by the National Geodetic Survey in October 1998.
 GH0839
 GH0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0839.GEOID18 height accuracy estimate available here.
 GH0839
 GH0839.Click photographs - Photos may exist for this station.
 GH0839
 GH0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0839
 GH0839. The following values were computed from the NAD 83(1997) position.
 GH0839
 GH0839;                    North         East     Units Scale Factor Converg.
 GH0839;SPC OK N     -   187,896.479   639,536.550   MT  0.99998733   +0 15 39.9
 GH0839;SPC OK N     -   616,457.03  2,098,212.83   sFT  0.99998733   +0 15 39.9
 GH0839;UTM  14      - 4,061,744.179   628,858.241   MT  0.99980457   +0 51 43.2
 GH0839
 GH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2885861744(NAD 83)
 GH0839
 GH0839                          SUPERSEDED SURVEY CONTROL
 GH0839
 GH0839  NAD 83(1993)-  36 41 33.44245(N)    097 33 27.34069(W) AD(       ) 3
 GH0839  NAD 83(1986)-  36 41 33.45053(N)    097 33 27.32961(W) AD(       ) 3
 GH0839  NAD 27      -  36 41 33.33592(N)    097 33 26.15371(W) AD(       ) 3
 GH0839
 GH0839.Superseded values are not recommended for survey control.
 GH0839
 GH0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0839.See file dsdata.pdf to determine how the superseded data were derived.
 GH0839
 GH0839_MARKER: 53 = ELEVATED TANK
 GH0839
 GH0839  HISTORY     - Date     Condition        Report By
 GH0839  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0839
 GH0839                          STATION DESCRIPTION
 GH0839
 GH0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0839'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH,
 GH0839'ELEVATED TANK LOCATED IN LAMONT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0841 ***********************************************************************
 GH0841  DESIGNATION -  LAMONT RESET
 GH0841  PID         -  GH0841
 GH0841  STATE/COUNTY-  OK/GRANT
 GH0841  COUNTRY     -  US
 GH0841  USGS QUAD   -  LAMONT (2018)
 GH0841
 GH0841                         *CURRENT SURVEY CONTROL
 GH0841  ______________________________________________________________________
 GH0841* NAD 83(1997) POSITION- 36 41 42.49041(N) 097 33 07.16775(W)   ADJUSTED
 GH0841* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 GH0841  ______________________________________________________________________
 GH0841  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 GH0841  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 GH0841  HORZ ORDER      -  THIRD
 GH0841
 GH0841.The horizontal coordinates were established by classical geodetic methods
 GH0841.and adjusted by the National Geodetic Survey in October 1998.
 GH0841
 GH0841.The orthometric height was scaled from a topographic map.
 GH0841
 GH0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0841.GEOID18 height accuracy estimate available here.
 GH0841
 GH0841.Click photographs - Photos may exist for this station.
 GH0841
 GH0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0841
 GH0841. The following values were computed from the NAD 83(1997) position.
 GH0841
 GH0841;                    North         East     Units Scale Factor Converg.
 GH0841;SPC OK N     -   188,177.701   640,036.035   MT  0.99998773   +0 15 51.8
 GH0841;SPC OK N     -   617,379.67  2,099,851.56   sFT  0.99998773   +0 15 51.8
 GH0841;UTM  14      - 4,062,030.573   629,354.658   MT  0.99980615   +0 51 55.4
 GH0841
 GH0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0841!SPC OK N     -   0.99995609  x   0.99998773  =   0.99994382
 GH0841!UTM  14      -   0.99995609  x   0.99980615  =   0.99976225
 GH0841
 GH0841:                Primary Azimuth Mark                     Grid Az
 GH0841:SPC OK N     -  LAMONT AZ MK                             357 28 40.5
 GH0841:UTM  14      -  LAMONT AZ MK                             356 52 36.9
 GH0841
 GH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2935462030(NAD 83)
 GH0841
 GH0841|---------------------------------------------------------------------|
 GH0841| PID    Reference Object                     Distance      Geod. Az  |
 GH0841|                                                           dddmmss.s |
 GH0841| CL4700 LAMONT RM 2                          18.440 METERS 12106     |
 GH0841| CL4701 LAMONT RM 3                          44.955 METERS 22953     |
 GH0841| GH0839 LAMONT MUNICIPAL TANK               APPROX. 0.6 KM 2405301.7 |
 GH0841| GH0840 LAMONT CLYDE COOP ASSN ELEV         APPROX. 0.5 KM 2595915.7 |
 GH0841| CL4698 LAMONT AZ MK                                       3574432.3 |
 GH0841| CL4699 LAMONT RM 1                          23.024 METERS 35956     |
 GH0841|---------------------------------------------------------------------|
 GH0841
 GH0841                          SUPERSEDED SURVEY CONTROL
 GH0841
 GH0841  NAD 83(1993)-  36 41 42.49125(N)    097 33 07.16776(W) AD(       ) 3
 GH0841  NAD 83(1986)-  36 41 42.49924(N)    097 33 07.15708(W) AD(       ) 3
 GH0841  NAD 27      -  36 41 42.38361(N)    097 33 05.98415(W) AD(       ) 3
 GH0841
 GH0841.Superseded values are not recommended for survey control.
 GH0841
 GH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0841.See file dsdata.pdf to determine how the superseded data were derived.
 GH0841
 GH0841_MARKER: DS = TRIANGULATION STATION DISK
 GH0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0841_STAMPING: LAMONT 1963 1968
 GH0841_MARK LOGO: CGS
 GH0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0841+STABILITY: SURFACE MOTION
 GH0841
 GH0841  HISTORY     - Date     Condition        Report By
 GH0841  HISTORY     - 1963     MONUMENTED       CGS
 GH0841  HISTORY     - 1968     GOOD             CGS
 GH0841
 GH0841                          STATION DESCRIPTION
 GH0841
 GH0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0841'STATION IS IN THE NORTHEAST EDGE OF LAMONT AND IN THE NORTHEAST
 GH0841'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 74.
 GH0841'
 GH0841'TO REACH FROM THE POST OFFICE IN LAMONT, GO NORTH AND EAST ON
 GH0841'U.S. HIGHWAY 60 AND STATE HIGHWAY 74 FOR 0.4 MILE TO THE JUNCTION
 GH0841'OF THE HIGHWAYS.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 74,
 GH0841'CROSSING RAILROAD TRACKS FOR 0.1 MILE TO THE STATION ON THE
 GH0841'RIGHT.  CONTINUE AHEAD, NORTH, ON STATE HIGHWAY 74 FOR 0.5 MILE
 GH0841'TO THE AZIMUTH MARK ON THE LEFT.
 GH0841'
 GH0841'STATION MARK IS A STANDARD DISK, STAMPED LAMONT 1963, SET IN
 GH0841'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GH0841'IT IS 203 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 GH0841'64 FEET NORTH OF THE NORTHWEST CORNER OF A WIRE FENCE, 57 FEET
 GH0841'EAST OF THE CENTERLINE OF STATE HIGHWAY 74 AND 6 FEET NORTH
 GH0841'OF A TELEPHONE LINE POLE.
 GH0841'
 GH0841'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAMONT NO 1 1963,
 GH0841'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 GH0841'INCHES.  IT IS 139 FEET NORTH OF THE NORTHWEST CORNER OF THE FENCE
 GH0841'CORNER, 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 GH0841'SOUTH OF A TELEPHONE LINE POLE AND ABOUT THE SAME ELEVATION AS
 GH0841'THE STATION.
 GH0841'
 GH0841'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAMONT NO 2 1963,
 GH0841'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0841'2 INCHES.  IT IS 106 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GH0841'57 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 55 FEET NORTHEAST
 GH0841'OF THE NORTHWEST CORNER OF THE FENCE CORNER AND ABOUT THE SAME
 GH0841'ELEVATION AS THE STATION.
 GH0841'
 GH0841'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAMONT 1963, SET IN THE
 GH0841'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 GH0841'IT IS 64 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 74,
 GH0841'74 FEET NORTH OF THE NORTH GATE POST OF A GATE, 115 FEET EAST
 GH0841'OF THE NORTHEAST CORNER OF A METAL BUILDING, 7.5 FEET
 GH0841'SOUTH-SOUTHEAST OF A POWERLINE POLE, 2.6 FEET SOUTH OF A WITNESS
 GH0841'POST AND 1 FOOT EAST OF A WIRE FENCE.
 GH0841
 GH0841                          STATION RECOVERY (1968)
 GH0841
 GH0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GH0841'THE STATION SURFACE MARK WAS FOUND DESTROYED, AND REFERENCE MARK
 GH0841'NO. 2 WAS SEARCHED FOR BUT NOT FOUND AND THE MARK SITE IS NOW IN
 GH0841'CULTIVATION.  THE UNDERGROUND STATION MARK, REFERENCE MARK
 GH0841'NO. 1, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 GH0841'CONDITION.  THE DISTANCE AND DIRECTIONS TO THE MARKS CHECKED.
 GH0841'
 GH0841'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3 WERE SET.
 GH0841'
 GH0841'FOLLOWING IS A NEW DESCRIPTION.
 GH0841'
 GH0841'TO REACH THE STATION FROM THE POST OFFICE IN LAMONT, GO NORTH
 GH0841'AND EAST ON U.S. HIGHWAY 60 AND STATE HIGHWAY 74 FOR 0.4 MILE
 GH0841'TO THE JUNCTION OF THESE HIGHWAYS.  TURN LEFT AND GO NORTH ON
 GH0841'STATE HIGHWAY 74, CROSSING RAILROAD TRACKS, FOR 0.1 MILE TO
 GH0841'THE STATION ON THE RIGHT.  (CONTINUE NORTH ON STATE HIGHWAY 74
 GH0841'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 GH0841'
 GH0841'STATION SURFACE MARK, A STANDARD DISK STAMPED LAMONT 1963 1968,
 GH0841'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 GH0841'BELOW THE SURFACE OF THE GROUND IT IS 203 FEET NORTH OF THE
 GH0841'NORTH RAIL OF RAILROAD TRACK, 57 FEET EAST OF THE CENTER OF
 GH0841'STATE HIGHWAY 74, AND 5 FEET NORTH OF A TELEPHONE POLE AND
 GH0841'A METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED LAMONT
 GH0841'1963, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES
 GH0841'BELOW THE SURFACE OF THE GROUND.
 GH0841'
 GH0841'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMONT NO. 1
 GH0841'1963, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 GH0841'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET EAST OF THE
 GH0841'CENTER OF STATE HIGHWAY 74 AND 2 FEET SOUTH OF A TELEPHONE POLE.
 GH0841'
 GH0841'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LAMONT 1963 NO. 3
 GH0841'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 GH0841'2 INCHES.  IT IS 55 FEET WEST OF THE CENTER OF STATE 74, 32
 GH0841'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT NORTH
 GH0841'OF A POWERLINE POLE.
 GH0841'
 GH0841'AZIMUTH MARK, A STANDARD DISK STAMPED LAMONT 1963, IS SET IN
 GH0841'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GH0841'IT IS 115 FEET EAST OF THE NORTHEAST CORNER OF A METAL BUILDING,
 GH0841'74 FEET NORTH OF THE NORTH GATE POST, 64 FEET WEST OF THE CENTER
 GH0841'OF STATE HIGHWAY 74, 7.5 FEET SOUTH-SOUTHEAST OF A POWERLINE
 GH0841'POLE, 2.6 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST
 GH0841'OF A WIRE FENCE.
 GH0841'
 GH0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT THE
 GH0841'NORTHEAST EDGE OF LAMONT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0993 ***********************************************************************
 EK0993  DESIGNATION -  LANE
 EK0993  PID         -  EK0993
 EK0993  STATE/COUNTY-  OK/ATOKA
 EK0993  COUNTRY     -  US
 EK0993  USGS QUAD   -  BOSWELL NW (2018)
 EK0993
 EK0993                         *CURRENT SURVEY CONTROL
 EK0993  ______________________________________________________________________
 EK0993* NAD 83(1993) POSITION- 34 14 37.38732(N) 095 57 49.14415(W)   ADJUSTED
 EK0993* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 EK0993  ______________________________________________________________________
 EK0993  GEOID HEIGHT    -        -28.680 (meters)                     GEOID18
 EK0993  LAPLACE CORR    -         -8.64  (seconds)                    DEFLEC18
 EK0993  HORZ ORDER      -  FIRST
 EK0993
 EK0993.The horizontal coordinates were established by classical geodetic methods
 EK0993.and adjusted by the National Geodetic Survey in November 1994.
 EK0993
 EK0993.The orthometric height was scaled from a topographic map.
 EK0993
 EK0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0993.GEOID18 height accuracy estimate available here.
 EK0993
 EK0993.Click photographs - Photos may exist for this station.
 EK0993
 EK0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0993
 EK0993. The following values were computed from the NAD 83(1993) position.
 EK0993
 EK0993;                    North         East     Units Scale Factor Converg.
 EK0993;SPC OK S     -   102,874.917   787,567.224   MT  0.99995349   +1 09 21.1
 EK0993;SPC OK S     -   337,515.46  2,583,876.80   sFT  0.99995349   +1 09 21.1
 EK0993;UTM  15      - 3,793,153.975   227,052.363   MT  1.00051844   -1 40 07.4
 EK0993;UTM  14      - 3,793,351.494   779,645.269   MT  1.00056408   +1 42 34.9
 EK0993
 EK0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0993!SPC OK S     -   0.99997357  x   0.99995349  =   0.99992706
 EK0993!UTM  15      -   0.99997357  x   1.00051844  =   1.00049199
 EK0993!UTM  14      -   0.99997357  x   1.00056408  =   1.00053763
 EK0993
 EK0993:                Primary Azimuth Mark                     Grid Az
 EK0993:SPC OK S     -  LANE AZ MK                               016 20 40.9
 EK0993:UTM  15      -  LANE AZ MK                               019 10 09.4
 EK0993:UTM  14      -  LANE AZ MK                               015 47 27.1
 EK0993
 EK0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2705293153(NAD 83)
 EK0993
 EK0993|---------------------------------------------------------------------|
 EK0993| PID    Reference Object                     Distance      Geod. Az  |
 EK0993|                                                           dddmmss.s |
 EK0993| CY1456 LANE AZ MK                                         0173002.0 |
 EK0993| CY1457 LANE RM 1                            24.280 METERS 07120     |
 EK0993| CY1458 LANE RM 2                            30.757 METERS 15132     |
 EK0993|---------------------------------------------------------------------|
 EK0993
 EK0993                          SUPERSEDED SURVEY CONTROL
 EK0993
 EK0993  NAD 83(1986)-  34 14 37.39345(N)    095 57 49.13653(W) AD(       ) 1
 EK0993  NAD 27      -  34 14 37.04700(N)    095 57 48.19100(W) AD(       ) 1
 EK0993
 EK0993.Superseded values are not recommended for survey control.
 EK0993
 EK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0993.See file dsdata.pdf to determine how the superseded data were derived.
 EK0993
 EK0993_MARKER: DS = TRIANGULATION STATION DISK
 EK0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0993_STAMPING: LANE 1935
 EK0993_MARK LOGO: CGS
 EK0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0993+STABILITY: SURFACE MOTION
 EK0993
 EK0993  HISTORY     - Date     Condition        Report By
 EK0993  HISTORY     - 1935     MONUMENTED       CGS
 EK0993  HISTORY     - 1955     GOOD             CGS
 EK0993
 EK0993                          STATION DESCRIPTION
 EK0993
 EK0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0993'STATION IS ABOUT 12 MILES SE OF ATOKA, ABOUT 4 MILES S OF
 EK0993'THE VILLAGE OF LANE, NEAR THE N SIDE CENTER OF SEC. 5, T 4 S,
 EK0993'R 13 E, (OWNERSHIP OF LAND UNKNOWN), IN OAK WOODS, NEAR ITS
 EK0993'N SIDE, ON A SLIGHT NW-SE RIDGE, 43 FEET S OF THE E-W WIRE
 EK0993'FENCE THAT SEPARATES THE OAK WOODS ON S FROM THE CULTIVATED
 EK0993'FIELD ON THE N, 66 FEET N OF THE E-W WOODS ROAD, 60 FEET NNE
 EK0993'OF A TRIANGULAR BLAZED 22-INCH BLACK OAK TREE THAT STANDS ON N
 EK0993'SIDE OF THE WOODS ROAD, 35 FEET ESE OF A TRIANGULAR-BLAZED
 EK0993'14-INCH HICKORY TREE.  THE MARK PROJECTS 2 INCHES.
 EK0993'
 EK0993'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EK0993'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EK0993'
 EK0993'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 17 FEET S OF
 EK0993'THE E-W WIRE FENCE, 8 FEET NNW OF A 10-INCH HICKORY TREE,
 EK0993'20 FEET NW OF A 20-INCH OAK TREE.  IT PROJECTS 2 INCHES.
 EK0993'
 EK0993'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 25 FEET S OF
 EK0993'THE E-W WOODS ROAD, 9 FEET W OF AN 18-INCH OAK TREE, 7 FEET
 EK0993'ENE OF A 16-INCH OAK TREE, 117.46 FEET SSW OF REFERENCE
 EK0993'MARK NO. 1.  IT PROJECTS 2 INCHES.
 EK0993'
 EK0993'AZIMUTH MARK IS NNE OF THE STATION, 1 FOOT W OF WIRE FENCE
 EK0993'THAT SEPARATES OAK WOODS ON E FROM PASTURE ON W, 12 FEET
 EK0993'E OF AN OLD FARM ROAD, ABOUT 0.1 MILE N OF NE CORNER OF THE
 EK0993'CULTIVATED FIELD.  IT PROJECTS 5 INCHES.
 EK0993'
 EK0993'TO REACH FROM THE COURTHOUSE IN ATOKA.  GO E AND SE ON STATE
 EK0993'HIGHWAY 19, 10.0 MILES TO THE LANE POST OFFICE AND A ROAD
 EK0993'LEADING S.  GO S ON THIS ROAD 2.9 MILES TO A CROSSROADS,
 EK0993'THENCE E 1.0 MILE TO A N-S ROAD, THENCE S 1.0 MILE TO A FENCE
 EK0993'CORNER AND A WOODS ROAD LEADING E, THENCE E ON WINDING WOODS
 EK0993'ROAD 0.4 MILE TO THE TRIANGULAR-BLAZED, 22-INCH OAK TREE
 EK0993'AND STATION TO THE N.
 EK0993'
 EK0993'ALL LIGHTS COME INTO VIEW AT 75 FEET.
 EK0993'
 EK0993'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 EK0993
 EK0993                          STATION RECOVERY (1955)
 EK0993
 EK0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK0993'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 EK0993'FOUND TO BE IN VERY GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 EK0993'OF THE STATION AND THE TO REACH DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1217 ***********************************************************************
 FJ1217  DESIGNATION -  LANE WELLS RAD KKQ 544 MAST
 FJ1217  PID         -  FJ1217
 FJ1217  STATE/COUNTY-  OK/SEMINOLE
 FJ1217  COUNTRY     -  US
 FJ1217  USGS QUAD   -  SEMINOLE (2018)
 FJ1217
 FJ1217                         *CURRENT SURVEY CONTROL
 FJ1217  ______________________________________________________________________
 FJ1217* NAD 83(1993) POSITION- 35 12 53.75610(N) 096 44 27.43217(W)   ADJUSTED
 FJ1217  ______________________________________________________________________
 FJ1217  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 FJ1217  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 FJ1217  HORZ ORDER      -  THIRD
 FJ1217
 FJ1217.The horizontal coordinates were established by classical geodetic methods
 FJ1217.and adjusted by the National Geodetic Survey in November 1994.
 FJ1217
 FJ1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1217.GEOID18 height accuracy estimate available here.
 FJ1217
 FJ1217.Click photographs - Photos may exist for this station.
 FJ1217
 FJ1217.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1217
 FJ1217. The following values were computed from the NAD 83(1993) position.
 FJ1217
 FJ1217;                    North         East     Units Scale Factor Converg.
 FJ1217;SPC OK S     -   209,434.729   714,631.328   MT  0.99999642   +0 42 52.8
 FJ1217;SPC OK S     -   687,120.44  2,344,586.28   sFT  0.99999642   +0 42 52.8
 FJ1217;UTM  14      - 3,899,216.835   705,619.256   MT  1.00012108   +1 18 11.3
 FJ1217
 FJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0561999216(NAD 83)
 FJ1217
 FJ1217                          SUPERSEDED SURVEY CONTROL
 FJ1217
 FJ1217  NAD 83(1986)-  35 12 53.75994(N)    096 44 27.41439(W) AD(       ) 3
 FJ1217  NAD 27      -  35 12 53.48584(N)    096 44 26.34148(W) AD(       ) 3
 FJ1217
 FJ1217.Superseded values are not recommended for survey control.
 FJ1217
 FJ1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1217.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1217
 FJ1217_MARKER: 42 = RADIO/TV MAST
 FJ1217
 FJ1217  HISTORY     - Date     Condition        Report By
 FJ1217  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1217
 FJ1217                          STATION DESCRIPTION
 FJ1217
 FJ1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1217'THE STATION IS 4 MILES WEST OF SEMINOLE, 2 MILES SOUTH OF
 FJ1217'STATE HIGHWAY 9 AND 0.05 MILE EAST OF A GRAVEL ROAD.  THE
 FJ1217'MAST IS RED AND WHITE IN COLOR, HAS A FLASHING RED LIGHT
 FJ1217'AND IS 345 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER
 FJ1217'OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0877 ***********************************************************************
 FJ0877  DESIGNATION -  LANGSTON
 FJ0877  PID         -  FJ0877
 FJ0877  STATE/COUNTY-  OK/LOGAN
 FJ0877  COUNTRY     -  US
 FJ0877  USGS QUAD   -  LANGSTON (2018)
 FJ0877
 FJ0877                         *CURRENT SURVEY CONTROL
 FJ0877  ______________________________________________________________________
 FJ0877* NAD 83(1993) POSITION- 35 56 01.21244(N) 097 18 47.06849(W)   ADJUSTED
 FJ0877* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ0877  ______________________________________________________________________
 FJ0877  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 FJ0877  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 FJ0877  HORZ ORDER      -  THIRD
 FJ0877
 FJ0877.The horizontal coordinates were established by classical geodetic methods
 FJ0877.and adjusted by the National Geodetic Survey in November 1994.
 FJ0877
 FJ0877.The orthometric height was scaled from a topographic map.
 FJ0877
 FJ0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0877.GEOID18 height accuracy estimate available here.
 FJ0877
 FJ0877.Click photographs - Photos may exist for this station.
 FJ0877
 FJ0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0877
 FJ0877. The following values were computed from the NAD 83(1993) position.
 FJ0877
 FJ0877;                    North         East     Units Scale Factor Converg.
 FJ0877;SPC OK N     -   103,812.356   661,984.165   MT  0.99995369   +0 24 19.4
 FJ0877;SPC OK N     -   340,591.04  2,171,859.71   sFT  0.99995369   +0 24 19.4
 FJ0877;UTM  14      - 3,977,906.399   652,172.697   MT  0.99988534   +0 59 24.6
 FJ0877
 FJ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0877!SPC OK N     -   0.99995413  x   0.99995369  =   0.99990782
 FJ0877!UTM  14      -   0.99995413  x   0.99988534  =   0.99983948
 FJ0877
 FJ0877:                Primary Azimuth Mark                     Grid Az
 FJ0877:SPC OK N     -  LANGSTON AZ MK                           223 19 14.0
 FJ0877:UTM  14      -  LANGSTON AZ MK                           222 44 08.8
 FJ0877
 FJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5217277906(NAD 83)
 FJ0877
 FJ0877|---------------------------------------------------------------------|
 FJ0877| PID    Reference Object                     Distance      Geod. Az  |
 FJ0877|                                                           dddmmss.s |
 FJ0877| FJ0842 COYLE MUNICIPAL TANK                APPROX. 7.1 KM 0724149.3 |
 FJ0877| FJ0875 LANGSTON UNIVERSITY TANK            APPROX. 4.9 KM 0734711.2 |
 FJ0877| CL4713 LANGSTON AZ MK                                     2234333.4 |
 FJ0877| CL4714 LANGSTON RM 1                        21.322 METERS 23025     |
 FJ0877| CL4715 LANGSTON RM 2                        18.485 METERS 32114     |
 FJ0877|---------------------------------------------------------------------|
 FJ0877
 FJ0877                          SUPERSEDED SURVEY CONTROL
 FJ0877
 FJ0877  NAD 83(1986)-  35 56 01.22054(N)    097 18 47.05221(W) AD(       ) 3
 FJ0877  NAD 27      -  35 56 01.03626(N)    097 18 45.91261(W) AD(       ) 3
 FJ0877
 FJ0877.Superseded values are not recommended for survey control.
 FJ0877
 FJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0877.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0877
 FJ0877_MARKER: DS = TRIANGULATION STATION DISK
 FJ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0877_STAMPING: LANGSTON 1954
 FJ0877_MARK LOGO: CGS
 FJ0877_PROJECTION: FLUSH
 FJ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0877+STABILITY: SURFACE MOTION
 FJ0877
 FJ0877  HISTORY     - Date     Condition        Report By
 FJ0877  HISTORY     - 1954     MONUMENTED       CGS
 FJ0877  HISTORY     - 1969     GOOD             USGS
 FJ0877
 FJ0877                          STATION DESCRIPTION
 FJ0877
 FJ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0877'THE STATION IS ABOUT 7 MILES NORTHEAST OF GUTHRIE, 3-1/2
 FJ0877'MILES WEST-SOUTHWEST OF LANGSTON, ON THE SOUTHEAST RIGHT-OF-WAY
 FJ0877'OF STATE HIGHWAY 33, IN THE SW 1/4 OF SEC. 21, T. 17 N., R. 1 W.
 FJ0877'
 FJ0877'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 FJ0877'HIGHWAY 33 IN GUTHRIE, GO EAST AND SOUTH ON STATE HIGHWAY
 FJ0877'33 FOR 0.6 MILE TO THE MASONIC TEMPLE ON THE RIGHT, CONTINUE
 FJ0877'EAST AND NORTHEAST ON STATE HIGHWAY 33 FOR 6.75 MILES TO A
 FJ0877'DIAGONAL CROSSROAD, CONTINUE ON HIGHWAY 33 FOR 0.45 MILE
 FJ0877'TO THE STATION SITE ON THE RIGHT, A POINT WHICH IS ABOUT
 FJ0877'0.1 MILE EAST OF A FARMHOUSE.
 FJ0877'
 FJ0877'THE STATION MARK, 43 FEET SOUTHEAST OF THE CENTER LINE OF
 FJ0877'STATE HIGHWAY 33, 3 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 FJ0877'FENCE LINE, 3 FEET WEST OF A WHITE POST, IS LEVEL WITH THE
 FJ0877'GROUND SURFACE AND THE DISK IS STAMPED LANGSTON 1954.
 FJ0877'
 FJ0877'REFERENCE MARK NO. 1, SOUTHWEST OF THE STATION, 44 FEET
 FJ0877'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST
 FJ0877'OF THE SOUTHEAST RIGHT-OF-WAY FENCE LINE, IS LEVEL WITH THE
 FJ0877'GROUND SURFACE AND THE DISK IS STAMPED LANGSTON NO 1 1954.
 FJ0877'
 FJ0877'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, 28 FEET
 FJ0877'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST
 FJ0877'OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE, IS LEVEL WITH
 FJ0877'THE GROUND SURFACE AND THE DISK IS STAMPED LANGSTON NO 2
 FJ0877'1954.
 FJ0877'
 FJ0877'THE AZIMUTH MARK, APPROXIMATELY 0.45 MILE SOUTHWEST OF THE
 FJ0877'STATION, IN THE NORTH ANGLE FORMED BY A DIAGONAL CROSSROAD,
 FJ0877'43 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 33,
 FJ0877'4 FEET EAST OF A FENCE CORNER, 4 FEET NORTHEAST OF A POWER
 FJ0877'LINE POLE, 2 FEET NORTH OF A WHITE POST, PROJECTS 5 INCHES
 FJ0877'AND THE DISK IS STAMPED LANGSTON 1954.
 FJ0877
 FJ0877                          STATION RECOVERY (1969)
 FJ0877
 FJ0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FJ0877'STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 FJ0877'AS DESCRIBED.  REFERENCE MARK 1 HAS BEEN TILTED AND IS SOLID.
 FJ0877'REFERENCE MARK 2 IS SOLID AND MAY ALSO BE TILTED.
 FJ0877'
 FJ0877'DISTANCE TO REFERENCE MARK 1 CHECKS WITHIN - .22 FT., DISTANCE
 FJ0877'TO REFERENCE MARK 2 CHECKS WITHIN - .01 FT.
 FJ0877'
 FJ0877'DIRECTION TO REFERENCE MARK 1 CHECKS WITHIN PLUS 457.20 SEC IN
 FJ0877'AZIMUTH, DIRECTION TO REFERENCE MARK 2 CHECKS WITHIN PLUS
 FJ0877'173 SEC IN AZIMUTH.
 FJ0877'
 FJ0877'THE OLD DESCRIPTION IS ADEQUATE, EXCEPT, DISTANCES TO REFERENCE
 FJ0877'MARKS ARE REVERSED IN THE NOTES.
 FJ0877'
 FJ0877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7.0
 FJ0877'MI. NE OF GUTHRIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0875 ***********************************************************************
 FJ0875  DESIGNATION -  LANGSTON UNIVERSITY TANK
 FJ0875  PID         -  FJ0875
 FJ0875  STATE/COUNTY-  OK/LOGAN
 FJ0875  COUNTRY     -  US
 FJ0875  USGS QUAD   -  LANGSTON (2018)
 FJ0875
 FJ0875                         *CURRENT SURVEY CONTROL
 FJ0875  ______________________________________________________________________
 FJ0875* NAD 83(1993) POSITION- 35 56 45.98601(N) 097 15 37.53495(W)   ADJUSTED
 FJ0875  ______________________________________________________________________
 FJ0875  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 FJ0875  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 FJ0875  HORZ ORDER      -  THIRD
 FJ0875
 FJ0875.The horizontal coordinates were established by classical geodetic methods
 FJ0875.and adjusted by the National Geodetic Survey in November 1994.
 FJ0875
 FJ0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0875.GEOID18 height accuracy estimate available here.
 FJ0875
 FJ0875.Click photographs - Photos may exist for this station.
 FJ0875
 FJ0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0875
 FJ0875. The following values were computed from the NAD 83(1993) position.
 FJ0875
 FJ0875;                    North         East     Units Scale Factor Converg.
 FJ0875;SPC OK N     -   105,227.147   666,724.233   MT  0.99995283   +0 26 11.2
 FJ0875;SPC OK N     -   345,232.73  2,187,411.09   sFT  0.99995283   +0 26 11.2
 FJ0875;UTM  14      - 3,979,369.414   656,897.798   MT  0.99990333   +1 01 17.0
 FJ0875
 FJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5689779369(NAD 83)
 FJ0875
 FJ0875                          SUPERSEDED SURVEY CONTROL
 FJ0875
 FJ0875  NAD 83(1986)-  35 56 45.99465(N)    097 15 37.51854(W) AD(       ) 3
 FJ0875  NAD 27      -  35 56 45.81116(N)    097 15 36.38659(W) AD(       ) 3
 FJ0875
 FJ0875.Superseded values are not recommended for survey control.
 FJ0875
 FJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0875.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0875
 FJ0875_MARKER: 53 = ELEVATED TANK
 FJ0875
 FJ0875  HISTORY     - Date     Condition        Report By
 FJ0875  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0875
 FJ0875                          STATION DESCRIPTION
 FJ0875
 FJ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0875'THE STATION IS THE BALL ATOP THE METAL TANK NEAR THE NORTH
 FJ0875'EDGE OF THE CAMPUS OF THE LANGSTON UNIVERSITY, ABOUT 0.5 MILE
 FJ0875'NORTHWEST OF THE TOWN OF LANGSTON.  IT IS ELEVATED BY A FOUR
 FJ0875'LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY 110 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1035 ***********************************************************************
 FJ1035  DESIGNATION -  LANIER RESET
 FJ1035  PID         -  FJ1035
 FJ1035  STATE/COUNTY-  OK/MCCLAIN
 FJ1035  COUNTRY     -  US
 FJ1035  USGS QUAD   -  DIBBLE (2018)
 FJ1035
 FJ1035                         *CURRENT SURVEY CONTROL
 FJ1035  ______________________________________________________________________
 FJ1035* NAD 83(1993) POSITION- 35 04 03.32203(N) 097 39 32.97632(W)   ADJUSTED
 FJ1035* NAVD 88 ORTHO HEIGHT -   415.6   (meters)     1364.    (feet) VERTCON3
 FJ1035  ______________________________________________________________________
 FJ1035  GEOID HEIGHT    -        -26.312 (meters)                     GEOID18
 FJ1035  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 FJ1035  HORZ ORDER      -  FIRST
 FJ1035
 FJ1035.The horizontal coordinates were established by classical geodetic methods
 FJ1035.and adjusted by the National Geodetic Survey in November 1994.
 FJ1035
 FJ1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1035
 FJ1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1035.GEOID18 height accuracy estimate available here.
 FJ1035
 FJ1035.Click photographs - Photos may exist for this station.
 FJ1035
 FJ1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1035
 FJ1035. The following values were computed from the NAD 83(1993) position.
 FJ1035
 FJ1035;                    North         East     Units Scale Factor Converg.
 FJ1035;SPC OK S     -   192,425.898   631,088.098   MT  0.99997144   +0 11 36.5
 FJ1035;SPC OK S     -   631,317.30  2,070,494.87   sFT  0.99997144   +0 11 36.5
 FJ1035;UTM  14      - 3,881,360.510   622,256.990   MT  0.99978421   +0 46 13.7
 FJ1035
 FJ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1035!SPC OK S     -   0.99993890  x   0.99997144  =   0.99991034
 FJ1035!UTM  14      -   0.99993890  x   0.99978421  =   0.99972312
 FJ1035
 FJ1035:                Primary Azimuth Mark                     Grid Az
 FJ1035:SPC OK S     -  LANIER AZ MK                             069 18 16.3
 FJ1035:UTM  14      -  LANIER AZ MK                             068 43 39.1
 FJ1035
 FJ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2225681360(NAD 83)
 FJ1035
 FJ1035|---------------------------------------------------------------------|
 FJ1035| PID    Reference Object                     Distance      Geod. Az  |
 FJ1035|                                                           dddmmss.s |
 FJ1035| FJ1036 BLANCHARD MUNICIPAL TANK            APPROX. 7.6 KM 0000110.5 |
 FJ1035| CL4716 LANIER AZ MK                                       0692952.8 |
 FJ1035| FJ0945 NOBLE ELEVATOR                      APPROX.25.1 KM 0714803.5 |
 FJ1035| CL4719 LANIER RM 2                         137.432 METERS 08129     |
 FJ1035| CL4717 LANIER RM                           136.408 METERS 14718     |
 FJ1035| CL4720 LANIER RM 3                         179.951 METERS 18024     |
 FJ1035| CL4718 LANIER RM 1                          42.556 METERS 35536     |
 FJ1035|---------------------------------------------------------------------|
 FJ1035
 FJ1035                          SUPERSEDED SURVEY CONTROL
 FJ1035
 FJ1035  NAD 83(1986)-  35 04 03.32744(N)    097 39 32.95993(W) AD(       ) 1
 FJ1035  NAD 27      -  35 04 03.08411(N)    097 39 31.82235(W) AD(       ) 1
 FJ1035  USSD        -  35 04 02.99800(N)    097 39 32.17400(W) AD(       ) 3
 FJ1035  NGVD 29 (07/19/86)  415.5    (m)         1363.     (f) VERT ANG       
 FJ1035
 FJ1035.Superseded values are not recommended for survey control.
 FJ1035
 FJ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1035.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1035
 FJ1035_MARKER: I = METAL ROD
 FJ1035_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FJ1035_MARK LOGO: CGS
 FJ1035_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1035
 FJ1035  HISTORY     - Date     Condition        Report By
 FJ1035  HISTORY     - 1957     MONUMENTED       CGS
 FJ1035  HISTORY     - 1964     MARK NOT FOUND   CGS
 FJ1035  HISTORY     - 1974     GOOD             OKDH
 FJ1035  HISTORY     - 1976     MARK NOT FOUND   DMA
 FJ1035
 FJ1035                          STATION DESCRIPTION
 FJ1035
 FJ1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1035'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 FJ1035'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT
 FJ1035'FOUND AND A NEW REFERENCE MARK WAS ESTABLISHED.  THE DISTANCE
 FJ1035'TO REFERENCE MARK 2 AGREED WITH THE 1902 MEASUREMENT.
 FJ1035'THE 1948 DISTANCE WAS FOUND TO BE IN ERROR.  FOLLOWING IS A
 FJ1035'COMPLETE AND NEW DESCRIPTION.
 FJ1035'
 FJ1035'THE STATION IS ABOUT 5-1/2 MILES SOUTH OF BLANCHARD, IN
 FJ1035'SECTION 19, T 6 7, R 4 W, NEAR THE HIGHEST POINT AND CENTER OF
 FJ1035'A CULTIVATED FIELD OWNED BY GEORGE MEDCALF.
 FJ1035'
 FJ1035'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 62 AND 277
 FJ1035'AND STATE HIGHWAY 76 ABOUT 1 MILE SOUTHWEST OF BLANCHARD, GO
 FJ1035'SOUTHEAST AND SOUTH ON HIGHWAY 76 FOR 4.4 MILES TO A CROSSROADS
 FJ1035'ABOUT 100 YARDS NORTH OF A FARM HOUSE, (AZIMUTH MARK IS 0.3 MILE
 FJ1035'SOUTH OF THIS POINT) TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 FJ1035'FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT, LEADING SOUTH TO A
 FJ1035'FARM HOUSE, TURN LEFT AND GO SOUTH 0.15 MILE TO A FARM HOUSE,
 FJ1035'PASS THROUGH A GATE SOUTHEAST OF THE FARM HOUSE AND FOLLOW A
 FJ1035'TRACK ROAD SOUTHERLY FOR 0.3 MILE TO REFERENCE MARK 2 ON THE
 FJ1035'LEFT AND THE STATION ON THE RIGHT.
 FJ1035'
 FJ1035'THE SURFACE STATION MARK IS AN IRON PEG ABOUT 1/2 CENTIMETER IN
 FJ1035'DIAMETER SET IN THE CENTER OF A TERRA-COTTA PIPE FILLED WITH
 FJ1035'CONCRETE.  THE TERRA-COTTA PIPE IS SURROUNDED BY A MASS OF
 FJ1035'CONCRETE ABOUT 18 INCHES IN DIAMETER AND IT IS ABOUT 18 INCHES
 FJ1035'BELOW THE GROUND SURFACE.  IT IS 591 FEET NORTH OF AN EAST-WEST
 FJ1035'FENCE LINE, 454 FEET WEST OF A GROUP OF 5 OAK TREES IN A FENCE
 FJ1035'LINE, 366 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND 169 FEET
 FJ1035'SOUTH-SOUTHEAST OF THE HIGHEST POINT OF THE CULTIVATED FIELD.
 FJ1035'
 FJ1035'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LANIER NO 2 1902,
 FJ1035'SET IN A 14-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 FJ1035'SURFACE.  IT IS 19 FEET NORTH OF A 14-INCH OAK TREE, 7 FEET SOUTH
 FJ1035'OF THE GROUP OF 5 OAK TREES, 1 FOOT WEST OF A NORTH-SOUTH FENCE
 FJ1035'AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 FJ1035'
 FJ1035'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LANIER NO 3 1902,
 FJ1035'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 FJ1035'IT IS 214 FEET EAST OF A T-JUNCTION OF FENCE LINES AND 1 FOOT
 FJ1035'NORTH OF AN EAST-WEST FENCE LINE.
 FJ1035'
 FJ1035'AZIMUTH MARK IS A STANDARD DISK, STAMPED LANIER 1948, SET IN
 FJ1035'A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 FJ1035'43 FEET WEST OF THE CENTER OF THE HIGHWAY 3 FEET EAST-SOUTHEAST
 FJ1035'OF A TELEPHONE POLE AND 2 FEET EAST OF A RIGHT-OF-WAY FENCE.
 FJ1035'A WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 FJ1035'
 FJ1035'HEIGHT OF LIGHT ABOVE THE STATION MARK-23 METERS.
 FJ1035
 FJ1035                          STATION RECOVERY (1964)
 FJ1035
 FJ1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 FJ1035'RECOVERED AS DESCRIBED.  THE SURFACE MARK IS DESTROYED.  NO
 FJ1035'ATTEMPT WAS MADE TO UNCOVER THE UNDERGROUND MARK.  REFERENCE
 FJ1035'MARKS AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 FJ1035
 FJ1035                          STATION RECOVERY (1974)
 FJ1035
 FJ1035'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1974 (DW)
 FJ1035'LANIER 1902 RECOVERED IN GOOD CONDITION.
 FJ1035'
 FJ1035'LANIER AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 FJ1035'
 FJ1035'LANIER R M 2 1902 RECOVERED IN GOOD CONDITION.
 FJ1035'
 FJ1035'LANIER R M 3 1902 RECOVERED IN GOOD CONDITION.
 FJ1035'
 FJ1035'DESCRIPTION IS ADEQUATE TO REACH.
 FJ1035'
 FJ1035'NOTE--THE SURFACE STATION IS AN IRON PEG ABOUT 1/2 CENTIMETER IN
 FJ1035'DIAMETER SET IN THE CENTER OF A TERRA-COTTA PIPE FILLED WITH
 FJ1035'CONCRETE AND IS APPROX. 18 INCHES BELOW THE SURFACE.
 FJ1035'
 FJ1035'NOT ON NGS LEVELS.
 FJ1035
 FJ1035                          STATION RECOVERY (1976)
 FJ1035
 FJ1035'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 FJ1035'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FJ1035'HOWEVER, THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3 COULD
 FJ1035'NOT BE LOCATED AND ARE PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1361 ***********************************************************************
 FJ1361  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1361  DESIGNATION -  LARRY
 FJ1361  PID         -  FJ1361
 FJ1361  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1361  COUNTRY     -  US
 FJ1361  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ1361
 FJ1361                         *CURRENT SURVEY CONTROL
 FJ1361  ______________________________________________________________________
 FJ1361* NAD 83(2011) POSITION- 35 15 37.32699(N) 097 03 25.00816(W)   ADJUSTED
 FJ1361* NAD 83(2011) ELLIP HT-   324.538 (meters)        (06/27/12)   ADJUSTED
 FJ1361* NAD 83(2011) EPOCH   -  2010.00
 FJ1361* NAVD 88 ORTHO HEIGHT -   351.4   (meters)     1153.    (feet) GPS OBS
 FJ1361  ______________________________________________________________________
 FJ1361  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1361  GEOID HEIGHT    -        -26.722 (meters)                     GEOID96
 FJ1361  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 FJ1361  NAD 83(2011) X  -   -640,578.619 (meters)                     COMP
 FJ1361  NAD 83(2011) Y  - -5,174,570.759 (meters)                     COMP
 FJ1361  NAD 83(2011) Z  -  3,661,678.614 (meters)                     COMP
 FJ1361  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 FJ1361
 FJ1361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1361  Standards:
 FJ1361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1361  -------------------------------------------------------------------
 FJ1361  NETWORK    2.46   5.31           1.05   0.96   2.71      0.04156621
 FJ1361  -------------------------------------------------------------------
 FJ1361  Click here for local accuracies and other accuracy information.
 FJ1361
 FJ1361.The horizontal coordinates were established by GPS observations
 FJ1361.and adjusted by the National Geodetic Survey in June 2012.
 FJ1361
 FJ1361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1361.been affixed to the stable North American tectonic plate. See 
 FJ1361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1361
 FJ1361.The horizontal coordinates are valid at the epoch date displayed above
 FJ1361.which is a decimal equivalence of Year/Month/Day.
 FJ1361
 FJ1361.The orthometric height was determined by GPS observations and a
 FJ1361.high-resolution geoid model.
 FJ1361
 FJ1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1361.GEOID18 height accuracy estimate available here.
 FJ1361
 FJ1361.Click photographs - Photos may exist for this station.
 FJ1361
 FJ1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1361
 FJ1361.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1361
 FJ1361.The ellipsoidal height was determined by GPS observations
 FJ1361.and is referenced to NAD 83.
 FJ1361
 FJ1361. The following values were computed from the NAD 83(2011) position.
 FJ1361
 FJ1361;                    North         East     Units Scale Factor Converg.
 FJ1361;SPC OK S     -   214,161.627   685,815.239   MT  1.00000545   +0 32 07.1
 FJ1361;SPC OK S     -   702,628.60  2,250,045.50   sFT  1.00000545   +0 32 07.1
 FJ1361;UTM  14      - 3,903,648.177   676,754.749   MT  0.99998504   +1 07 19.2
 FJ1361
 FJ1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1361!SPC OK S     -   0.99994906  x   1.00000545  =   0.99995451
 FJ1361!UTM  14      -   0.99994906  x   0.99998504  =   0.99993410
 FJ1361
 FJ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7675403648(NAD 83)
 FJ1361
 FJ1361                          SUPERSEDED SURVEY CONTROL
 FJ1361
 FJ1361  NAD 83(2007)-  35 15 37.32696(N)    097 03 25.00878(W) AD(2002.00) 0
 FJ1361  ELLIP H (02/10/07)  324.556  (m)                       GP(2002.00)    
 FJ1361  ELLIP H (04/16/01)  324.564  (m)                       GP(       ) 4 2
 FJ1361  NAD 83(1993)-  35 15 37.32675(N)    097 03 25.00865(W) AD(       ) B
 FJ1361  ELLIP H (05/09/94)  324.618  (m)                       GP(       ) 4 2
 FJ1361  NAVD 88 (01/13/95)  351.3    (m)  UNKNOWN  model used  GPS OBS        
 FJ1361  NAVD 88 (05/09/94)  351.3    (m)  GEOID93  model used  GPS OBS        
 FJ1361
 FJ1361.Superseded values are not recommended for survey control.
 FJ1361
 FJ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1361.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1361
 FJ1361_MARKER: I = METAL ROD
 FJ1361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1361_STAMPING: LARRY 1993
 FJ1361_MARK LOGO: NGS
 FJ1361_PROJECTION: FLUSH
 FJ1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1361+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2008
 FJ1361_ROD/PIPE-DEPTH: 1.6 meters
 FJ1361_SLEEVE-DEPTH  : 0.9 meters
 FJ1361
 FJ1361  HISTORY     - Date     Condition        Report By
 FJ1361  HISTORY     - 1993     MONUMENTED       NGS
 FJ1361  HISTORY     - 20040527 GOOD             OKDOT
 FJ1361  HISTORY     - 20080213 GOOD             GEOCAC
 FJ1361
 FJ1361                          STATION DESCRIPTION
 FJ1361
 FJ1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FJ1361'STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF TECUMSEH, 13 KM
 FJ1361'(8.05 MI) SOUTHWEST OF SHAWNEE, 13 KM (8.05 MI) SOUTH OF INTERSTATE
 FJ1361'HIGHWAY 40, JUST WEST OF THE JUNCTION OF STATE HIGHWAYS 9 AND 102,
 FJ1361'ALONG OLD HIGHWAY 9, ON THE RIGHT-OF-WAY, ON A 8 M (26.2 FT) HIGH
 FJ1361'BANK ON THE SOUTH SIDE OF THE NEW HIGHWAY, IN THE NORTHEAST 1/4 OF
 FJ1361'SECTION 14, T 9 N, R 2 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FJ1361'TRANSPORTATION.
 FJ1361'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40
 FJ1361'AND STATE HIGHWAY 102 (EXIT 178), ABOUT 13 KM (8.05 MI) NORTHWEST OF
 FJ1361'SHAWNEE, GO SOUTH ON HIGHWAY 102 FOR 13.01 KM (8.10 MI) TO ITS
 FJ1361'JUNCTION WITH HIGHWAY 9.  TURN RIGHT, WEST, ON HIGHWAY 9 FOR 0.45 KM
 FJ1361'(0.25 MI) TO A PAVED DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON DRIVE
 FJ1361'FOR 0.04 KM (0.00 MI) TO THE OLD HIGHWAY.  TURN LEFT, EAST, ON OLD
 FJ1361'HIGHWAY FOR 0.14 KM (0.10 MI) TO END OF PAVEMENT AND STATION ON THE
 FJ1361'RIGHT.
 FJ1361'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FJ1361'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FJ1361'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 FJ1361'IS ABOUT 75 M (246.1 FT) SOUTH FROM THE NEW HIGHWAY, ON A SLIGHT
 FJ1361'HUMP, 0.7 M (2.3 FT) NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST
 FJ1361'IN THE RIGHT-OF-WAY FENCE, 26.0 M (85.3 FT) EAST-NORTHEAST FROM THE
 FJ1361'EAST GATEPOST AT AN ALUMINUM SLAT GATE, 29.3 M (96.1 FT) SOUTHEAST
 FJ1361'FROM THE SOUTHEAST CORNER AT PAVEMENT END, 19 M (62.3 FT) SOUTH FROM
 FJ1361'THE BANK EDGE, AND 53.9 M (176.8 FT) WEST-SOUTHWEST FROM THE CENTER
 FJ1361'ONE OF THREE BRACED FENCE POSTS AT BEND IN THE FENCE.
 FJ1361'DESCRIBED BY D.G. AUG
 FJ1361
 FJ1361                          STATION RECOVERY (2004)
 FJ1361
 FJ1361'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ1361'RECOVERED IN GOOD CONDITION.
 FJ1361
 FJ1361                          STATION RECOVERY (2008)
 FJ1361
 FJ1361'RECOVERY NOTE BY GEOCACHING 2008 (BRY)
 FJ1361'MONUMENT IN GOOD CONDITION IN LOCATION DESCRIBED.  COVER OF MONUMENT
 FJ1361'WELL IS BROKEN OFF AT HINGE, BUT IS STILL PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1014 ***********************************************************************
 EK1014  DESIGNATION -  LAST
 EK1014  PID         -  EK1014
 EK1014  STATE/COUNTY-  OK/PITTSBURG
 EK1014  COUNTRY     -  US
 EK1014  USGS QUAD   -  SAVANNA (2018)
 EK1014
 EK1014                         *CURRENT SURVEY CONTROL
 EK1014  ______________________________________________________________________
 EK1014* NAD 83(1993) POSITION- 34 52 05.49227(N) 095 46 38.13132(W)   ADJUSTED
 EK1014* NAVD 88 ORTHO HEIGHT -   287.73  (+/-2cm)      944.0   (feet) VERTCON3
 EK1014  ______________________________________________________________________
 EK1014  GEOID HEIGHT    -        -30.036 (meters)                     GEOID18
 EK1014  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC18
 EK1014  HORZ ORDER      -  FIRST
 EK1014  VERT ORDER      -  THIRD ? (See Below)
 EK1014
 EK1014.The horizontal coordinates were established by classical geodetic methods
 EK1014.and adjusted by the National Geodetic Survey in November 1994.
 EK1014
 EK1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1014
 EK1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1014.GEOID18 height accuracy estimate available here.
 EK1014
 EK1014.The vertical order pertains to the NGVD 29 superseded value.
 EK1014
 EK1014.Click photographs - Photos may exist for this station.
 EK1014
 EK1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1014
 EK1014. The following values were computed from the NAD 83(1993) position.
 EK1014
 EK1014;                    North         East     Units Scale Factor Converg.
 EK1014;SPC OK S     -   172,490.635   803,207.871   MT  0.99994818   +1 15 42.0
 EK1014;SPC OK S     -   565,913.02  2,635,191.16   sFT  0.99994818   +1 15 42.0
 EK1014;UTM  15      - 3,861,945.396   246,130.121   MT  1.00039442   -1 35 18.9
 EK1014
 EK1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1014!SPC OK S     -   0.99995955  x   0.99994818  =   0.99990773
 EK1014!UTM  15      -   0.99995955  x   1.00039442  =   1.00035396
 EK1014
 EK1014:                Primary Azimuth Mark                     Grid Az
 EK1014:SPC OK S     -  LAST AZ MK                               315 34 00.1
 EK1014:UTM  15      -  LAST AZ MK                               318 25 01.0
 EK1014
 EK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4613061945(NAD 83)
 EK1014
 EK1014|---------------------------------------------------------------------|
 EK1014| PID    Reference Object                     Distance      Geod. Az  |
 EK1014|                                                           dddmmss.s |
 EK1014| EK1009 MC ALESTER STANDPIPE                APPROX. 7.5 KM 0085141.3 |
 EK1014| CY1465 LAST RM 2                            29.803 METERS 13208     |
 EK1014| EK1013 LAST                                  3.575 METERS 22107     |
 EK1014| EK1011 SAVANNA SCHOOL                      APPROX. 7.5 KM 2312947.3 |
 EK1014| CY1464 LAST RM 1                            27.173 METERS 31010     |
 EK1014| CY1463 LAST AZ MK                                         3164942.1 |
 EK1014|---------------------------------------------------------------------|
 EK1014
 EK1014                          SUPERSEDED SURVEY CONTROL
 EK1014
 EK1014  NAD 83(1986)-  34 52 05.49610(N)    095 46 38.12885(W) AD(       ) 1
 EK1014  NAD 27      -  34 52 05.15000(N)    095 46 37.16400(W) AD(       ) 1
 EK1014  USSD        -  34 52 05.11300(N)    095 46 37.44000(W) AD(       ) 3
 EK1014  NGVD 29             287.62   (m)          943.6    (f) LEVELING    3  
 EK1014
 EK1014.Superseded values are not recommended for survey control.
 EK1014
 EK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1014.See file dsdata.pdf to determine how the superseded data were derived.
 EK1014
 EK1014_MARKER: DS = TRIANGULATION STATION DISK
 EK1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1014_STAMPING: 1916
 EK1014_MARK LOGO: CGS
 EK1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1014+STABILITY: SURFACE MOTION
 EK1014
 EK1014  HISTORY     - Date     Condition        Report By
 EK1014  HISTORY     - 1919     MONUMENTED       CGS
 EK1014  HISTORY     - 1934     GOOD             CGS
 EK1014  HISTORY     - 1935     GOOD             CGS
 EK1014  HISTORY     - 1954     GOOD             CGS
 EK1014
 EK1014                          STATION DESCRIPTION
 EK1014
 EK1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK1014'ABOUT 3-1/2 MILES AIRLINE S OF MC ALESTER, 1-1/2 MILES E
 EK1014'OF MC ALESTER-SAVANNA ROAD, ON TOP OF LONG WOODED RIDGE
 EK1014'OWNED BY MR. MELVIN CORNISH, AND ABOUT 3/4 MILE NE OF MR.
 EK1014'J.R. TURNERS HOUSE.
 EK1014'
 EK1014'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 EK1014'CONCRETE.  REFERENCE MARKS ARE BRONZE REFERENCE
 EK1014'DISKS IN CONCRETE.
 EK1014'
 EK1014'REFERENCE MARK 1 IS 27.166 METERS (89.13 FEET) FROM STATION,
 EK1014'N 49 DEG 48 MIN W.
 EK1014'
 EK1014'REFERENCE MARK 2 IS 29.800 METERS (97.77 FEET) FROM STATION
 EK1014'S 47 DEG 54 MIN E.
 EK1014'
 EK1014'STATION LAST (U.S.G.S.) IS 3.575 METERS (11.73 FEET) FROM
 EK1014'STATION, S 41 DEG 06 MIN W.
 EK1014
 EK1014                          STATION RECOVERY (1934)
 EK1014
 EK1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (OGS)
 EK1014'STATION MARKED LAST, 1916 GOOD, EXCEPT DISK BADLY MARKED
 EK1014'BY SOME SHARP INSTRUMENT, PROBABLY AXE.
 EK1014'
 EK1014'REFERENCE MARK 1 GOOD, BUT HAS MARKS.
 EK1014'
 EK1014'REFERENCE MARK 2 GOOD.
 EK1014'
 EK1014'STATION LAST (U.S.G.S.) GOOD.
 EK1014'
 EK1014'BEST REACHED BY GOING 3-1/2 MILES S OF MC ALESTER ON HIGHWAY
 EK1014'73, THENCE S ON DIRT ROAD TO LARGE ROCK HOUSE ON E SIDE OF
 EK1014'ROAD (PROPERTY OCCUPIED BY W.C. BALL), THENCE BY TRAIL ABOUT
 EK1014'3/4 MILE TO NW PART OF SEC. 36, T. 5 N., R. 14 E., DIRECTION
 EK1014'FROME STONE HOUSE ABOUT E. 20 DEG S.
 EK1014
 EK1014                          STATION RECOVERY (1935)
 EK1014
 EK1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK1014'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 EK1014'
 EK1014'IT IS ABOUT 3-1/2 MILES S OF MC ALESTER, ABOUT 1-1/2 MILES E
 EK1014'OF U.S. HIGHWAY 73, ABOUT 5-1/2 MILES NE OF SAVANNA, IN THE
 EK1014'NE 1/4 SEC. 6, T. 5 N., R. 14 E., ON LAND OWNED BY MELVIN
 EK1014'CORNISH AND LEASED BY MR. SCHUMAN.  IT IS ON THE HIGH POINT
 EK1014'OF AN E-W WOODED RIDGE, ABOUT 1-1/2 MILES S OF THE CIRCLE
 EK1014'C RANCH HOUSE, ABOUT 1/2 MILE E OF N-S ROAD.  STATION MARK
 EK1014'IS 11.70 FEET NE OF STATION LAST (U.S.G.S.) WHICH IS A 6-INCH
 EK1014'SANDSTONE POST PROJECTING 12 INCHES ABOVE THE GROUND, MARKED
 EK1014'BY A DRILL HOLE INSIDE OF TRIANGLE.  IT IS ABOUT 8 FEET S OF
 EK1014'THE CENTER LINE OF AN OLD WOOD ROAD THAT RUNS ALONG THE
 EK1014'CREST OF THE RIDGE.
 EK1014'
 EK1014'STATION MARKS (SURFACE AND UNDERGROUND) ARE BRONZE STATION
 EK1014'MARKS IN CONCRETE AS DESCRIBED.
 EK1014'
 EK1014'REFERENCE MARK 1 IS NW OF THE STATION, NEAR THE N SLOPE OF
 EK1014'RIDGE.  MARK PROJECTS 3 INCHES, IT IS A BRONZE REFERENCE DISK
 EK1014'SET IN CONCRETE.
 EK1014'
 EK1014'REFERENCE MARK 2 IS SE OF THE STATION, NEAR THE S SLOPE OF
 EK1014'RIDGE.  MARK PROJECTS 2 INCHES, IT IS A BRONZE REFERENCE DISK
 EK1014'SET IN CONCRETE.
 EK1014'
 EK1014'AZIMUTH MARK (1935) IS NW OF THE STATION, ON THE N SIDE OF
 EK1014'LANE TO THE CIRCLE C RANCH HOUSE, 0.15 MILE E OF ENTRANCE
 EK1014'AND SIGN CIRCLE C RANCH, 0.15 MILE W OF RANCH HOUSE, 6 INCHES
 EK1014'S OF FENCELINE, 14 FEET N OF THE CENTER LINE OF LANE.  MARK
 EK1014'PROJECTS 2 INCHES.
 EK1014'
 EK1014'REACHED FROM SAVANNA BY GOING N ON U.S. HIGHWAY 73 FOR 4.9
 EK1014'MILES TO A SAND ROAD S AT A BRICK SCHOOLHOUSE, THENCE S ON
 EK1014'SAND ROAD 0.55 MILE TO ENTRANCE TO CIRCLE C RANCH.  THENCE
 EK1014'E 0.3 MILE TO RANCH HOUSE AND ROAD BEARING S ACROSS SMALL
 EK1014'STREAM.  THENCE S ACROSS STREAM 0.05 MILE TO A STONE HOUSE.
 EK1014'THENCE W ON A DIM ROAD ALONG N SIDE OF STONE HOUSE 0.15 MILE
 EK1014'TO A FORK.  TAKE LEFT FORK 0.05 MILE TO A SMALL CULTIVATED
 EK1014'FIELD.  CONTINUE ON TRAIL 0.2 MILE TO THE SE CORNER OF FIELD
 EK1014'AND END OF TRUCK TRAVEL.  THENCE ABOUT DUE S TO TOP OF RIDGE
 EK1014'AND AN OLD WOODS ROAD.  THENCE W ON WOODS ROAD TO FIRST HIGH
 EK1014'POINT AND STATION ON S SIDE OF ROAD.
 EK1014'
 EK1014'THE AZIMUTH FROM THE STATION TO THE U.S.G.S. MARK IS S 41 DEG
 EK1014'06 MIN W.
 EK1014'
 EK1014'A LIGHT 8 FEET ABOVE WHALEBACK IS VISIBLE AT 33 FEET ABOVE
 EK1014'STATION MARK.
 EK1014'
 EK1014'A LIGHT 47 FEET ABOVE BALD IS VISIBLE AT 33 FEET ABOVE STATION
 EK1014'MARK.
 EK1014'
 EK1014'A LIGHT 47 FEET ABOVE HICKORY IS VISIBLE AT 33 FEET ABOVE
 EK1014'STATION MARK.
 EK1014'
 EK1014'A LIGHT 74 FEET ABOVE PINE (U.S.G.S.) IS VISIBLE AT 33 FEET ABOVE
 EK1014'STATION MARK.
 EK1014'
 EK1014'THE STATION AND REFERENCE MARKS ARE STAMPED 1916.
 EK1014
 EK1014                          STATION RECOVERY (1954)
 EK1014
 EK1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 EK1014'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0746 ***********************************************************************
 GJ0746  DESIGNATION -  LAVERNE MUNICIPAL WATER TANK
 GJ0746  PID         -  GJ0746
 GJ0746  STATE/COUNTY-  OK/HARPER
 GJ0746  COUNTRY     -  US
 GJ0746  USGS QUAD   -  LAVERNE (2018)
 GJ0746
 GJ0746                         *CURRENT SURVEY CONTROL
 GJ0746  ______________________________________________________________________
 GJ0746* NAD 83(1997) POSITION- 36 42 37.16935(N) 099 53 31.29745(W)   ADJUSTED
 GJ0746  ______________________________________________________________________
 GJ0746  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 GJ0746  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 GJ0746  HORZ ORDER      -  THIRD
 GJ0746
 GJ0746.The horizontal coordinates were established by classical geodetic methods
 GJ0746.and adjusted by the National Geodetic Survey in October 1998.
 GJ0746
 GJ0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0746.GEOID18 height accuracy estimate available here.
 GJ0746
 GJ0746.Click photographs - Photos may exist for this station.
 GJ0746
 GJ0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0746
 GJ0746. The following values were computed from the NAD 83(1997) position.
 GJ0746
 GJ0746;                    North         East     Units Scale Factor Converg.
 GJ0746;SPC OK N     -   191,417.958   430,963.152   MT  0.99999021   -1 06 59.7
 GJ0746;SPC OK N     -   628,010.42  1,413,918.27   sFT  0.99999021   -1 06 59.7
 GJ0746;UTM  14      - 4,063,109.290   420,329.944   MT  0.99967820   -0 31 59.7
 GJ0746
 GJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2032963109(NAD 83)
 GJ0746
 GJ0746                          SUPERSEDED SURVEY CONTROL
 GJ0746
 GJ0746  NAD 83(1993)-  36 42 37.16930(N)    099 53 31.29727(W) AD(       ) 3
 GJ0746  NAD 83(1986)-  36 42 37.17802(N)    099 53 31.28670(W) AD(       ) 3
 GJ0746  NAD 27      -  36 42 37.05739(N)    099 53 29.82464(W) AD(       ) 3
 GJ0746
 GJ0746.Superseded values are not recommended for survey control.
 GJ0746
 GJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0746.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0746
 GJ0746_MARKER: 53 = ELEVATED TANK
 GJ0746
 GJ0746  HISTORY     - Date     Condition        Report By
 GJ0746  HISTORY     - 1935     FIRST OBSERVED   CGS
 GJ0746
 GJ0746                          STATION DESCRIPTION
 GJ0746
 GJ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0746'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 GJ0746'WATER TANK IN LAVERNE, LOCATED IN THE EAST SIDE OF TOWN,
 GJ0746'300 FEET NORTHWEST OF DEPOT, 250 FEET NORTH OF MAIN STREET,
 GJ0746'ON SOUTH SIDE OF THE MUNICIPAL POWER AND LIGHT PLANT.  TANK
 GJ0746'IS APPROXIMATELY 100 FEET HIGH.
 GJ0746'
 GJ0746'POINT OBSERVED UPON FROM STATIONS WELLS AND FLAT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0747 ***********************************************************************
 GJ0747  DESIGNATION -  LAVERNE PHILLIPS WATER TANK
 GJ0747  PID         -  GJ0747
 GJ0747  STATE/COUNTY-  OK/HARPER
 GJ0747  COUNTRY     -  US
 GJ0747  USGS QUAD   -  LAVERNE (2018)
 GJ0747
 GJ0747                         *CURRENT SURVEY CONTROL
 GJ0747  ______________________________________________________________________
 GJ0747* NAD 83(1997) POSITION- 36 39 36.53989(N) 099 53 31.91434(W)   ADJUSTED
 GJ0747  ______________________________________________________________________
 GJ0747  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 GJ0747  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 GJ0747  HORZ ORDER      -  THIRD
 GJ0747
 GJ0747.The horizontal coordinates were established by classical geodetic methods
 GJ0747.and adjusted by the National Geodetic Survey in October 1998.
 GJ0747
 GJ0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0747.GEOID18 height accuracy estimate available here.
 GJ0747
 GJ0747.Click photographs - Photos may exist for this station.
 GJ0747
 GJ0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0747
 GJ0747. The following values were computed from the NAD 83(1997) position.
 GJ0747
 GJ0747;                    North         East     Units Scale Factor Converg.
 GJ0747;SPC OK N     -   185,851.400   430,839.334   MT  0.99998230   -1 07 00.0
 GJ0747;SPC OK N     -   609,747.47  1,413,512.05   sFT  0.99998230   -1 07 00.0
 GJ0747;UTM  14      - 4,057,543.474   420,262.856   MT  0.99967833   -0 31 57.8
 GJ0747
 GJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2026257543(NAD 83)
 GJ0747
 GJ0747                          SUPERSEDED SURVEY CONTROL
 GJ0747
 GJ0747  NAD 83(1993)-  36 39 36.54017(N)    099 53 31.91414(W) AD(       ) 3
 GJ0747  NAD 83(1986)-  36 39 36.54701(N)    099 53 31.90402(W) AD(       ) 3
 GJ0747  NAD 27      -  36 39 36.42100(N)    099 53 30.44815(W) AD(       ) 3
 GJ0747
 GJ0747.Superseded values are not recommended for survey control.
 GJ0747
 GJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0747.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0747
 GJ0747_MARKER: 53 = ELEVATED TANK
 GJ0747
 GJ0747  HISTORY     - Date     Condition        Report By
 GJ0747  HISTORY     - 1935     FIRST OBSERVED   CGS
 GJ0747  HISTORY     - 1970     GOOD             NGS
 GJ0747
 GJ0747                          STATION DESCRIPTION
 GJ0747
 GJ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0747'POINT OBSERVED UPON IS FINIAL OF 100-FOOT WATER TANK, PAINTED
 GJ0747'ALUMINUM AND LOCATED AT PHILLIPS PIPE-LINE STATION WHICH
 GJ0747'IS 3.5 MILES SOUTH OF LAVERNE.
 GJ0747'
 GJ0747'STATION OBSERVED UPON FROM WINGO, FLAT TOP, WELLS AND HULL.
 GJ0747
 GJ0747                          STATION RECOVERY (1970)
 GJ0747
 GJ0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GJ0747'THE STATION WAS RECOVERED AS DESCRIBED BY C. I. A. IN 1935, AND IS
 GJ0747'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 GJ0747'
 GJ0747'THE STATION IS LOCATED FIVE MILES SOUTH ALONG U. S. HIGHWAY 283
 GJ0747'FROM THE STOP LIGHT IN LAVERNE, 1.2 MILES NORTH OF THE INTERSECTION
 GJ0747'OF U. S. HIGHWAYS 283 AND 270, ABOUT 200 WEST OF HIGHWAY 283, 100
 GJ0747'FEET SOUTHEAST OF THE NORTH ONE OF TWO GAS STORAGE TANKS.  IT IS
 GJ0747'A FOUR-LEGGED STEEL STRUCTURE THAT SUPPORTS A WATER TANK THAT IS
 GJ0747'PAINTED WHITE, AND IS 110 FEET HIGH.  THE POINT INTERSECTED WAS
 GJ0747'THE BALL ON TOP OF THE TANK.
 GJ0747'
 GJ0747'THE 1935 NAME OF THIS STATION WAS PHILLIPS PIPELINE CO TANK S OF
 GJ0747'LAVERNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8658 ***********************************************************************
 AC8658  SACS        -  This is a Secondary Airport Control Station.
 AC8658  DESIGNATION -  LAW A
 AC8658  PID         -  AC8658
 AC8658  STATE/COUNTY-  OK/COMANCHE
 AC8658  COUNTRY     -  US
 AC8658  USGS QUAD   -  LAWTON (2018)
 AC8658
 AC8658                         *CURRENT SURVEY CONTROL
 AC8658  ______________________________________________________________________
 AC8658* NAD 83(2011) POSITION- 34 34 43.06347(N) 098 24 59.32099(W)   ADJUSTED
 AC8658* NAD 83(2011) ELLIP HT-   312.489 (meters)        (06/27/12)   ADJUSTED
 AC8658* NAD 83(2011) EPOCH   -  2010.00
 AC8658* NAVD 88 ORTHO HEIGHT -   338.10  (meters)     1109.2   (feet) GPS OBS
 AC8658  ______________________________________________________________________
 AC8658  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8658  GEOID HEIGHT    -        -25.627 (meters)                     GEOID99
 AC8658  GEOID HEIGHT    -        -25.638 (meters)                     GEOID18
 AC8658  NAD 83(2011) X  -   -769,506.118 (meters)                     COMP
 AC8658  NAD 83(2011) Y  - -5,200,734.979 (meters)                     COMP
 AC8658  NAD 83(2011) Z  -  3,599,654.302 (meters)                     COMP
 AC8658  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 AC8658
 AC8658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8658  Standards:
 AC8658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8658  -------------------------------------------------------------------
 AC8658  NETWORK    1.39   2.90           0.62   0.51   1.48      0.03105355
 AC8658  -------------------------------------------------------------------
 AC8658  Click here for local accuracies and other accuracy information.
 AC8658
 AC8658.This mark is at Lawton Airport (LAW)
 AC8658
 AC8658.The horizontal coordinates were established by GPS observations
 AC8658.and adjusted by the National Geodetic Survey in June 2012.
 AC8658
 AC8658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8658.been affixed to the stable North American tectonic plate. See 
 AC8658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8658
 AC8658.The horizontal coordinates are valid at the epoch date displayed above
 AC8658.which is a decimal equivalence of Year/Month/Day.
 AC8658
 AC8658.The orthometric height was determined by GPS observations and a
 AC8658.high-resolution geoid model.
 AC8658
 AC8658.GPS derived orthometric heights for airport stations designated as
 AC8658.PACS or SACS are published to 2 decimal places.  This maintains
 AC8658.centimeter relative accuracy between the PACS and SACS.  It does
 AC8658.not indicate centimeter accuracy relative to other marks which are
 AC8658.part of the published vertical control network.
 AC8658
 AC8658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8658.GEOID18 height accuracy estimate available here.
 AC8658
 AC8658.Click photographs - Photos may exist for this station.
 AC8658
 AC8658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8658
 AC8658.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8658
 AC8658.The ellipsoidal height was determined by GPS observations
 AC8658.and is referenced to NAD 83.
 AC8658
 AC8658. The following values were computed from the NAD 83(2011) position.
 AC8658
 AC8658;                    North         East     Units Scale Factor Converg.
 AC8658;SPC OK S     -   138,211.079   561,789.167   MT  0.99993595   -0 14 11.0
 AC8658;SPC OK S     -   453,447.52  1,843,136.63   sFT  0.99993595   -0 14 11.0
 AC8658;UTM  14      - 3,826,470.890   553,519.195   MT  0.99963530   +0 19 52.2
 AC8658
 AC8658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8658!SPC OK S     -   0.99995095  x   0.99993595  =   0.99988690
 AC8658!UTM  14      -   0.99995095  x   0.99963530  =   0.99958627
 AC8658
 AC8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5351926470(NAD 83)
 AC8658
 AC8658                          SUPERSEDED SURVEY CONTROL
 AC8658
 AC8658  NAD 83(2007)-  34 34 43.06329(N)    098 24 59.32151(W) AD(2002.00) 0
 AC8658  ELLIP H (02/10/07)  312.508  (m)                       GP(2002.00)    
 AC8658  NAD 83(1993)-  34 34 43.06303(N)    098 24 59.32153(W) AD(       ) 1
 AC8658  ELLIP H (03/07/02)  312.517  (m)                       GP(       ) 4 2
 AC8658
 AC8658.Superseded values are not recommended for survey control.
 AC8658
 AC8658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8658.See file dsdata.pdf to determine how the superseded data were derived.
 AC8658
 AC8658_MARKER: DD = SURVEY DISK
 AC8658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8658_STAMPING: LAW A 1976
 AC8658_MARK LOGO: NOS
 AC8658_PROJECTION: RECESSED 18 CENTIMETERS
 AC8658_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8658+STABILITY: SURFACE MOTION
 AC8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8658+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 AC8658
 AC8658  HISTORY     - Date     Condition        Report By
 AC8658  HISTORY     - 1976     MONUMENTED       NOS
 AC8658  HISTORY     - 19880222 GOOD             NGS
 AC8658  HISTORY     - 20010530 GOOD             MSAM
 AC8658
 AC8658                          STATION DESCRIPTION
 AC8658
 AC8658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC8658'LOCATED NEAR RWY END 17, THE STATION IS ON LINE WITH THREE FORMER
 AC8658'TAXIWAY HOLD BAR LIGHTS INSET INTO THE TAXIWAY AND 65.6 FT (20.0 M)
 AC8658'NORTH OF THE CENTER LIGHT, 20.7 FT (6.3 M) NORTH OF THE NORTH EDGE OF
 AC8658'THE TAXIWAY, 7.8 FT (2.4 M) SOUTH OF A WITNESS SIGN, 131.9 FT (40.2 M)
 AC8658'EAST OF THE EAST EDGE OF RWY 17-35 EXTENDED AND APPROXIMATELY 2 INCHES
 AC8658'BELOW GROUND LEVEL.
 AC8658'
 AC8658'THE STATION IS A STANDARD TOPOGRAPHIC DISC SET IN A CONCRETE MONUMENT
 AC8658'AND STAMPED---LAW A 1976--- .  NOTE-1983-WITNESS POST IS GONE.
 AC8658
 AC8658                          STATION RECOVERY (2001)
 AC8658
 AC8658'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC8658'CITY, OKLAHOMA AND 5.6 KM (3.5 MI) SOUTHWEST OF LAWTON, OKLAHOMA, IN
 AC8658'THE NORTHERN SECTOR OF LAWTON-FORT SILL REGIONAL AIRPORT NORTHWEST OF
 AC8658'THE TERMINAL AREA IN THE GRASS AREA NORTHEAST FROM THE RUNWAY END
 AC8658'IDENTIFIER LIGHTS (REIL) AT THE NORTH END OF RUNWAY 17-35.  THIS IS A
 AC8658'CONTROLLED AIRPORT, AND AN ESCORT IS REQUIRED.  PERMISSION TO USE THIS
 AC8658'STATION MUST BE GRANTED BY THE AIRPORT MANAGER, BARBARA MCNALLY, PHONE
 AC8658'580-353-4869.  OWNERSHIP-CITY OF LAWTON, POST OFFICE BOX 531, LAWTON
 AC8658'OKLAHOMA 73501.
 AC8658'
 AC8658'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 AC8658'EXIT 33 AND U.S. 281 BUSINESS ROUTE (SOUTHWEST 11 TH STREET), ABOUT
 AC8658'6.3 KM (3.9 MI) SOUTHWEST OF LAWTON, OKLAHOMA, GO NORTH ON U.S. 281
 AC8658'BUSINESS ROUTE (SOUTHWEST 11 TH STREET) FOR 2.1 KM (1.3 MI) TO A PAVED
 AC8658'ROAD ON THE LEFT.  TURN LEFT (WEST) AND THEN SOUTH ON KING ROAD FOR 1.
 AC8658'KM (0.6 MI) TO A PARKING LOT ON THE RIGHT.  TURN RIGHT (WEST) INTO THE
 AC8658'PARKING LOT ON THE SOUTH SIDE OF THE TERMINAL BUILDING FOR 0.01 KM
 AC8658'(0.05 MI) TO A LOCKED GATE.  THE ESCORT WILL OPEN THE GATE, GO NORTH
 AC8658'ON TAXIWAY A FOR 0.65 KM (0.4 MI) TO THE HOLD BAR FOR RUNWAY 17-35 AND
 AC8658'THE STATION ON THE RIGHT.
 AC8658'
 AC8658'THE MARK IS A NOS TOPOGRAPHIC STATION DISK SET IN THE TOP CENTER OF A
 AC8658'CONCRETE POST RECESSED 6 CM (0.2 FT) BELOW GROUND LEVEL STAMPED --LAW
 AC8658'A 1976--.
 AC8658'
 AC8658'THE STATION IS IN LINE WITH THREE FORMER TAXIWAY HOLD BAR LIGHTS INSET
 AC8658'INTO THE TAXIWAY AND 40.2 M (131.9 FT) EAST OF THE EAST EDGE OF RUNWAY
 AC8658'17-35 EXTENDED, 37.0 M (121.4 FT) NORTHEAST FROM THE EASTERN MOST
 AC8658'THRESHOLD LIGHT, 27.5 M (90.2 FT) NORTHEAST FROM THE EAST (REIL)
 AC8658'LIGHT, 6.3 M (20.7 FT) NORTH OF THE NORTH EDGE OF TAXIWAY A.  THIS
 AC8658'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8660 ***********************************************************************
 AC8660  SACS        -  This is a Secondary Airport Control Station.
 AC8660  DESIGNATION -  LAW C
 AC8660  PID         -  AC8660
 AC8660  STATE/COUNTY-  OK/COMANCHE
 AC8660  COUNTRY     -  US
 AC8660  USGS QUAD   -  LAWTON (2018)
 AC8660
 AC8660                         *CURRENT SURVEY CONTROL
 AC8660  ______________________________________________________________________
 AC8660* NAD 83(2011) POSITION- 34 33 18.04809(N) 098 24 58.10650(W)   ADJUSTED
 AC8660* NAD 83(2011) ELLIP HT-   300.018 (meters)        (06/27/12)   ADJUSTED
 AC8660* NAD 83(2011) EPOCH   -  2010.00
 AC8660* NAVD 88 ORTHO HEIGHT -   325.61  (meters)     1068.3   (feet) GPS OBS
 AC8660  ______________________________________________________________________
 AC8660  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8660  GEOID HEIGHT    -        -25.604 (meters)                     GEOID99
 AC8660  GEOID HEIGHT    -        -25.612 (meters)                     GEOID18
 AC8660  NAD 83(2011) X  -   -769,691.547 (meters)                     COMP
 AC8660  NAD 83(2011) Y  - -5,202,199.757 (meters)                     COMP
 AC8660  NAD 83(2011) Z  -  3,597,489.877 (meters)                     COMP
 AC8660  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 AC8660
 AC8660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8660  Standards:
 AC8660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8660  -------------------------------------------------------------------
 AC8660  NETWORK    1.37   2.90           0.62   0.48   1.48     -0.06349699
 AC8660  -------------------------------------------------------------------
 AC8660  Click here for local accuracies and other accuracy information.
 AC8660
 AC8660.This mark is at Lawton Airport (LAW)
 AC8660
 AC8660.The horizontal coordinates were established by GPS observations
 AC8660.and adjusted by the National Geodetic Survey in June 2012.
 AC8660
 AC8660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8660.been affixed to the stable North American tectonic plate. See 
 AC8660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8660
 AC8660.The horizontal coordinates are valid at the epoch date displayed above
 AC8660.which is a decimal equivalence of Year/Month/Day.
 AC8660
 AC8660.The orthometric height was determined by GPS observations and a
 AC8660.high-resolution geoid model.
 AC8660
 AC8660.GPS derived orthometric heights for airport stations designated as
 AC8660.PACS or SACS are published to 2 decimal places.  This maintains
 AC8660.centimeter relative accuracy between the PACS and SACS.  It does
 AC8660.not indicate centimeter accuracy relative to other marks which are
 AC8660.part of the published vertical control network.
 AC8660
 AC8660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8660.GEOID18 height accuracy estimate available here.
 AC8660
 AC8660.Click photographs - Photos may exist for this station.
 AC8660
 AC8660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8660
 AC8660.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8660
 AC8660.The ellipsoidal height was determined by GPS observations
 AC8660.and is referenced to NAD 83.
 AC8660
 AC8660. The following values were computed from the NAD 83(2011) position.
 AC8660
 AC8660;                    North         East     Units Scale Factor Converg.
 AC8660;SPC OK S     -   135,591.424   561,809.319   MT  0.99993607   -0 14 10.4
 AC8660;SPC OK S     -   444,852.86  1,843,202.74   sFT  0.99993607   -0 14 10.4
 AC8660;UTM  14      - 3,823,852.350   553,565.278   MT  0.99963536   +0 19 52.2
 AC8660
 AC8660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8660!SPC OK S     -   0.99995291  x   0.99993607  =   0.99988898
 AC8660!UTM  14      -   0.99995291  x   0.99963536  =   0.99958828
 AC8660
 AC8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5356523852(NAD 83)
 AC8660
 AC8660                          SUPERSEDED SURVEY CONTROL
 AC8660
 AC8660  NAD 83(2007)-  34 33 18.04791(N)    098 24 58.10703(W) AD(2002.00) 0
 AC8660  ELLIP H (02/10/07)  300.037  (m)                       GP(2002.00)    
 AC8660  NAD 83(1993)-  34 33 18.04765(N)    098 24 58.10705(W) AD(       ) 1
 AC8660  ELLIP H (03/07/02)  300.046  (m)                       GP(       ) 4 2
 AC8660
 AC8660.Superseded values are not recommended for survey control.
 AC8660
 AC8660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8660.See file dsdata.pdf to determine how the superseded data were derived.
 AC8660
 AC8660_MARKER: DD = SURVEY DISK
 AC8660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8660_STAMPING: LAW C 1976
 AC8660_MARK LOGO: NOS
 AC8660_PROJECTION: FLUSH
 AC8660_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8660+STABILITY: SURFACE MOTION
 AC8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8660+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 AC8660
 AC8660  HISTORY     - Date     Condition        Report By
 AC8660  HISTORY     - 1976     MONUMENTED       NOS
 AC8660  HISTORY     - 19880222 GOOD             NGS
 AC8660  HISTORY     - 20010530 GOOD             MSAM
 AC8660
 AC8660                          STATION DESCRIPTION
 AC8660
 AC8660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC8660'LOCATED NEAR RWY END 35, THE STATION IS 78.8 FT (24.0 M) WEST OF THE
 AC8660'WEST EDGE OF RWY 17-35, 6.0 FT (1.8 M) SOUTH OF A WITNESS SIGN, 29.2
 AC8660'FT (8.9 M) NORTH OF THE SOUTH EDGE OF AN ASPHALT ROAD EXTENDING WEST
 AC8660'FROM END 35, AND 18.6 FT (5.7 M) NORTH OF THE NORTH EDGE OF THE SAME
 AC8660'ROAD.
 AC8660'
 AC8660'THE STATION IS A STANDARD TOPOGRAPHIC DISC SET IN A CONCRETE MONUMENT
 AC8660'FLUSH WITH THE GROUND AND STAMPED---LAW C 1976--- .
 AC8660
 AC8660                          STATION RECOVERY (2001)
 AC8660
 AC8660'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC8660'THE STATION IS LOCATED ABOUT 129 KM (80 MI) SOUTHWEST OF OKLAHOMA
 AC8660'CITY, OKLAHOMA AND 5.6 KM (3.5 MI) SOUTHWEST OF LAWTON, OKLAHOMA, IN
 AC8660'THE SOUTHERN SECTOR OF LAWTON-FORT SILL REGIONAL AIRPORT IT IS
 AC8660'NORTHWEST OF THE APPROACH LIGHT SYSTEM (ALS) AT THE SOUTH END OF
 AC8660'RUNWAY 17-35.  THIS IS A CONTROLLED AIRPORT, AND AN ESCORT IS
 AC8660'REQUIRED.  PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE
 AC8660'AIRPORT MANAGER, BARBARA MCNALLY, PHONE 580-353-4869.  OWNERSHIP-CITY
 AC8660'OF LAWTON, POST OFFICE BOX 531, LAWTON, OKLAHOMA 73501.
 AC8660'
 AC8660'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 AC8660'EXIT 33 AND U.S. 281 BUSINESS ROUTE (SOUTHWEST 11 TH STREET), ABOUT
 AC8660'6.3 KM (3.9 MI) SOUTHWEST OF LAWTON, OKLAHOMA, GO NORTH ON U.S. 281
 AC8660'BUSINESS ROUTE (SOUTHWEST 11 TH STREET) FOR 2.1 KM (1.3 MI) TO A PAVED
 AC8660'ROAD ON THE LEFT.  TURN LEFT (WEST) AND THEN SOUTH ON KING ROAD FOR 1.
 AC8660'KM (0.6 MI) TO A PARKING LOT ON THE RIGHT.  TURN RIGHT (WEST) INTO THE
 AC8660'PARKING LOT ON THE SOUTH SIDE OF THE TERMINAL BUILDING FOR 0.01 KM
 AC8660'(0.05 MI) TO A LOCKED GATE.  THE ESCORT WILL OPEN THE GATE, GO SOUTH
 AC8660'ON TAXIWAY A FOR 1.9 KM (1.2 MI)  TO THE HOLD BAR FOR RUNWAY 17-35,
 AC8660'CONTINUE WEST, ACROSS THE RUNWAY FOR 0.15 KM (0.1 MI) TO THE STATION
 AC8660'ON THE RIGHT.
 AC8660'
 AC8660'THE MARK IS A NOS TOPOGRAPHIC STATION DISK SET IN THE TOP CENTER OF A
 AC8660'CONCRETE POST, FLUSH WITH THE GROUND STAMPED --LAW C 1976--. IS 24.1 M
 AC8660'(79.1 FT) NORTHWEST OF THE WESTERN MOST THRESHOLD LIGHT, 24.0 M
 AC8660'(78.8 FT) WEST OF THE WEST EDGE OF RUNWAY 17-35, 8.9 M (29.2 FT)
 AC8660'NORTH OF THE SOUTH EDGE OF AN ASPHALT ROAD EXTENDING WEST FROM THE
 AC8660'SOUTH END OF RUNWAY 17-35, 5.7 M (18.6 FT) NORTH OF THE NORTH EDGE OF
 AC8660'THE SAME ROAD, 1.8 M (6.0 FT) SOUTH OF A WITNESS SIGN.  THIS STATION
 AC8660'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8108 ***********************************************************************
 AJ8108  PACS        -  This is a Primary Airport Control Station.
 AJ8108  DESIGNATION -  LAW D
 AJ8108  PID         -  AJ8108
 AJ8108  STATE/COUNTY-  OK/COMANCHE
 AJ8108  COUNTRY     -  US
 AJ8108  USGS QUAD   -  LAWTON (2018)
 AJ8108
 AJ8108                         *CURRENT SURVEY CONTROL
 AJ8108  ______________________________________________________________________
 AJ8108* NAD 83(2011) POSITION- 34 33 58.12319(N) 098 25 03.02586(W)   ADJUSTED
 AJ8108* NAD 83(2011) ELLIP HT-   307.892 (meters)        (06/27/12)   ADJUSTED
 AJ8108* NAD 83(2011) EPOCH   -  2010.00
 AJ8108* NAVD 88 ORTHO HEIGHT -   333.49  (meters)     1094.1   (feet) GPS OBS
 AJ8108  ______________________________________________________________________
 AJ8108  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8108  GEOID HEIGHT    -        -25.616 (meters)                     GEOID99
 AJ8108  GEOID HEIGHT    -        -25.624 (meters)                     GEOID18
 AJ8108  NAD 83(2011) X  -   -769,714.014 (meters)                     COMP
 AJ8108  NAD 83(2011) Y  - -5,201,494.797 (meters)                     COMP
 AJ8108  NAD 83(2011) Z  -  3,598,511.364 (meters)                     COMP
 AJ8108  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 AJ8108
 AJ8108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8108  Standards:
 AJ8108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8108  -------------------------------------------------------------------
 AJ8108  NETWORK    1.00   2.80           0.44   0.37   1.43     -0.02150248
 AJ8108  -------------------------------------------------------------------
 AJ8108  Click here for local accuracies and other accuracy information.
 AJ8108
 AJ8108.This mark is at Lawton Airport (LAW)
 AJ8108
 AJ8108.The horizontal coordinates were established by GPS observations
 AJ8108.and adjusted by the National Geodetic Survey in June 2012.
 AJ8108
 AJ8108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8108.been affixed to the stable North American tectonic plate. See 
 AJ8108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8108
 AJ8108.The horizontal coordinates are valid at the epoch date displayed above
 AJ8108.which is a decimal equivalence of Year/Month/Day.
 AJ8108
 AJ8108.The orthometric height was determined by GPS observations and a
 AJ8108.high-resolution geoid model.
 AJ8108
 AJ8108.GPS derived orthometric heights for airport stations designated as
 AJ8108.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8108.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8108.not indicate centimeter accuracy relative to other marks which are
 AJ8108.part of the published vertical control network.
 AJ8108
 AJ8108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8108.GEOID18 height accuracy estimate available here.
 AJ8108
 AJ8108.Click photographs - Photos may exist for this station.
 AJ8108
 AJ8108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8108
 AJ8108.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8108
 AJ8108.The ellipsoidal height was determined by GPS observations
 AJ8108.and is referenced to NAD 83.
 AJ8108
 AJ8108. The following values were computed from the NAD 83(2011) position.
 AJ8108
 AJ8108;                    North         East     Units Scale Factor Converg.
 AJ8108;SPC OK S     -   136,826.750   561,689.020   MT  0.99993599   -0 14 13.1
 AJ8108;SPC OK S     -   448,905.76  1,842,808.06   sFT  0.99993599   -0 14 13.1
 AJ8108;UTM  14      - 3,825,086.053   553,432.791   MT  0.99963519   +0 19 49.8
 AJ8108
 AJ8108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8108!SPC OK S     -   0.99995167  x   0.99993599  =   0.99988766
 AJ8108!UTM  14      -   0.99995167  x   0.99963519  =   0.99958688
 AJ8108
 AJ8108:                Primary Azimuth Mark                     Grid Az
 AJ8108:SPC OK S     -  D 125                                    017 48 14.2
 AJ8108:UTM  14      -  D 125                                    017 14 11.3
 AJ8108
 AJ8108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5343225086(NAD 83)
 AJ8108
 AJ8108|---------------------------------------------------------------------|
 AJ8108| PID    Reference Object                     Distance      Geod. Az  |
 AJ8108|                                                           dddmmss.s |
 AJ8108| EM0033 D 125                               APPROX. 0.6 KM 0173401.1 |
 AJ8108|---------------------------------------------------------------------|
 AJ8108
 AJ8108                          SUPERSEDED SURVEY CONTROL
 AJ8108
 AJ8108  NAD 83(2007)-  34 33 58.12302(N)    098 25 03.02638(W) AD(2002.00) 0
 AJ8108  ELLIP H (02/10/07)  307.911  (m)                       GP(2002.00)    
 AJ8108  NAD 83(1993)-  34 33 58.12276(N)    098 25 03.02641(W) AD(       ) B
 AJ8108  ELLIP H (03/07/02)  307.920  (m)                       GP(       ) 4 2
 AJ8108
 AJ8108.Superseded values are not recommended for survey control.
 AJ8108
 AJ8108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8108.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8108
 AJ8108_MARKER: I = METAL ROD
 AJ8108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8108_STAMPING: LAW D 2001
 AJ8108_MARK LOGO: NGS
 AJ8108_PROJECTION: FLUSH
 AJ8108_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8108+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 AJ8108_ROD/PIPE-DEPTH: 4.54 meters
 AJ8108_SLEEVE-DEPTH  : 0.9 meters
 AJ8108
 AJ8108  HISTORY     - Date     Condition        Report By
 AJ8108  HISTORY     - 20010531 MONUMENTED       MSAM
 AJ8108
 AJ8108                          STATION DESCRIPTION
 AJ8108
 AJ8108'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8108'THE STATION IS LOCATED ABOUT 129 KM (80 MI) SOUTHWEST OF OKLAHOMA
 AJ8108'CITY, OKLAHOMA  AND 5.6 KM (3.5 MI) SOUTHWEST OF LAWTON, OKLAHOMA, AT
 AJ8108'THE LAWTON-FORT SILL REGIONAL AIRPORT.  IT IS MIDFIELD SOUTHWEST OF
 AJ8108'THE TERMINAL AREA IN THE GRASS AREA NORTH FROM THE REMOTE
 AJ8108'TRANSMITTER/RECEIVER TOWERS FOR THE REMOTE COMMUNICATIONS OUTLET.
 AJ8108'THIS IS A CONTROLLED AIRPORT, AND AN ESCORT IS REQUIRED.  PERMISSION
 AJ8108'TO USE THIS STATION MUST BE GRANTED BY THE AIRPORT MANAGER, BARBARA
 AJ8108'MCNALLY, PHONE 580-353-4869.  OWNERSHIP--CITY OF LAWTON, POST OFFICE
 AJ8108'BOX 531, LAWTON OKLAHOMA 73501.
 AJ8108'
 AJ8108'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 AJ8108'EXIT 33 AND U.S. 281 BUSINESS ROUTE (SOUTHWEST 11 TH STREET), ABOUT
 AJ8108'6.3 KM (3.9 MI) SOUTHWEST OF LAWTON, OKLAHOMA, GO NORTH ON U.S. 281
 AJ8108'BUSINESS ROUTE (SOUTHWEST 11 TH STREET) FOR 2.1 KM (1.3 MI) TO A PAVED
 AJ8108'ROAD ON THE LEFT. TURN LEFT (WEST) AND THEN SOUTH ON KING ROAD FOR 1.0
 AJ8108'KM (0.6 MI) TO A PARKING LOT ON THE RIGHT.  TURN RIGHT (WEST) INTO THE
 AJ8108'PARKING LOT ON THE SOUTH SIDE OF THE TERMINAL BUILDING FOR 0.01 KM
 AJ8108'(0.05 MI) TO A LOCKED GATE.  THE ESCORT WILL OPEN THE GATE, THEN
 AJ8108'PROCEED SOUTH ON TAXIWAY A FOR 0.5 KM (0.35 MI) TO TAXIWAY C ON THE
 AJ8108'RIGHT.  TURN RIGHT (WEST) ON TAIXWAY C, AND CROSS RUNWAY 17-35 FOR 0.2
 AJ8108'KM (0.15 MI) TO A GRASSY AREA.  CONTINUE AHEAD, WEST FOR 85 M (285 FT)
 AJ8108'TO THE STATION ON THE LEFT.
 AJ8108'
 AJ8108'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8108'TO REFUSAL AT A DEPTH OF 4.5 M (14.9 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8108'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8108'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8108'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 87.0
 AJ8108'M (285.4 FT) WEST AND PERPENDICULAR TO THE WESTERN EDGE OF RUNWAY
 AJ8108'17-35, 83.4 M (273.6 FT) SOUTHWEST OF RUNWAY SIGN MARKED --4-- ON WEST
 AJ8108'SIDE OF RUNWAY 17-35, 77.3 M (253.6 FT) NORTH-NORTHEAST OF A CHAIN
 AJ8108'LINK FENCE CORNER WITH A HEIGHT OF 1.8 M (6.0 FT), 0.6 M (2. FT)
 AJ8108'SOUTH OF A FIBERGLASS WITNESS POST AND 0.6 M (2. FT) NORTH OF A
 AJ8108'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY
 AJ8108'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0893 ***********************************************************************
 FJ0893  DESIGNATION -  LAWRIE
 FJ0893  PID         -  FJ0893
 FJ0893  STATE/COUNTY-  OK/LOGAN
 FJ0893  COUNTRY     -  US
 FJ0893  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0893
 FJ0893                         *CURRENT SURVEY CONTROL
 FJ0893  ______________________________________________________________________
 FJ0893* NAD 83(1993) POSITION- 35 57 23.30928(N) 097 25 25.74021(W)   ADJUSTED
 FJ0893* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 FJ0893  ______________________________________________________________________
 FJ0893  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 FJ0893  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 FJ0893  HORZ ORDER      -  THIRD
 FJ0893
 FJ0893.The horizontal coordinates were established by classical geodetic methods
 FJ0893.and adjusted by the National Geodetic Survey in November 1994.
 FJ0893
 FJ0893.The orthometric height was scaled from a topographic map.
 FJ0893
 FJ0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0893.GEOID18 height accuracy estimate available here.
 FJ0893
 FJ0893.Click photographs - Photos may exist for this station.
 FJ0893
 FJ0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0893
 FJ0893. The following values were computed from the NAD 83(1993) position.
 FJ0893
 FJ0893;                    North         East     Units Scale Factor Converg.
 FJ0893;SPC OK N     -   106,277.551   651,976.549   MT  0.99995215   +0 20 24.1
 FJ0893;SPC OK N     -   348,678.93  2,139,026.39   sFT  0.99995215   +0 20 24.1
 FJ0893;UTM  14      - 3,980,269.050   642,141.287   MT  0.99984896   +0 55 32.3
 FJ0893
 FJ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0893!SPC OK N     -   0.99996103  x   0.99995215  =   0.99991318
 FJ0893!UTM  14      -   0.99996103  x   0.99984896  =   0.99981000
 FJ0893
 FJ0893:                Primary Azimuth Mark                     Grid Az
 FJ0893:SPC OK N     -  LAWRIE AZ MK                             350 22 20.0
 FJ0893:UTM  14      -  LAWRIE AZ MK                             349 47 11.8
 FJ0893
 FJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4214180269(NAD 83)
 FJ0893
 FJ0893|---------------------------------------------------------------------|
 FJ0893| PID    Reference Object                     Distance      Geod. Az  |
 FJ0893|                                                           dddmmss.s |
 FJ0893| CL4731 LAWRIE RM 1                          29.775 METERS 12006     |
 FJ0893| CL4732 LAWRIE RM 2                          21.827 METERS 33754     |
 FJ0893| CL4730 LAWRIE AZ MK                                       3504244.1 |
 FJ0893|---------------------------------------------------------------------|
 FJ0893
 FJ0893                          SUPERSEDED SURVEY CONTROL
 FJ0893
 FJ0893  NAD 83(1986)-  35 57 23.31666(N)    097 25 25.72482(W) AD(       ) 3
 FJ0893  NAD 27      -  35 57 23.15492(N)    097 25 24.56857(W) AD(       ) 3
 FJ0893
 FJ0893.Superseded values are not recommended for survey control.
 FJ0893
 FJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0893.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0893
 FJ0893_MARKER: DS = TRIANGULATION STATION DISK
 FJ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0893_STAMPING: LAWRIE 1954
 FJ0893_MARK LOGO: CGS
 FJ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0893+STABILITY: SURFACE MOTION
 FJ0893
 FJ0893  HISTORY     - Date     Condition        Report By
 FJ0893  HISTORY     - 1954     MONUMENTED       CGS
 FJ0893
 FJ0893                          STATION DESCRIPTION
 FJ0893
 FJ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0893'THE STATION IS LOCATED ON THE WESTERN RIGHT-OF-WAY OF THE
 FJ0893'A.T. AND S.F. RAILROAD.  IT IS 8.5 MILES SOUTH OF MULHALL
 FJ0893'AND 5.5 MILES NORTH OF GUTHRIE.
 FJ0893'
 FJ0893'REACHED FROM THE JUNCTION OF STATE HIGHWAY 33 AND U.S. HIGHWAY
 FJ0893'77 IN GUTHRIE BY GOING NORTH ON HIGHWAY 77 FOR 5.3 MILES
 FJ0893'TO A SIDE ROAD LEFT AND THE STATION ON THE LEFT.
 FJ0893'
 FJ0893'THE STATION MARK IS 228 FEET WEST OF THE CENTER LINE OF
 FJ0893'HIGHWAY 77, 85 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 FJ0893'28 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FJ0893'14 FEET EAST OF A FENCE CORNER-POST AND WITNESS POST, AND
 FJ0893'PROJECTS 6 INCHES.  THE DISK IS STAMPED LAWRIE 1954.
 FJ0893'
 FJ0893'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS 77 FEET
 FJ0893'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 13
 FJ0893'FEET WEST OF THE WEST RAIL, AND PROJECTS 3 INCHES.  THE DISK
 FJ0893'IS STAMPED LAWRIE NO 1 1954.
 FJ0893'
 FJ0893'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 40 FEET NORTH
 FJ0893'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 3 FEET NORTH
 FJ0893'OF A FENCE CORNER-POST, 1 FOOT EAST OF A FENCE, AND PROJECTS
 FJ0893'4 INCHES.  THE DISK IS STAMPED LAWRIE NO 2 1954.
 FJ0893'
 FJ0893'THE AZIMUTH MARK, APPROXIMATELY 0.6 MILE NORTH OF THE STATION,
 FJ0893'IS 88 FEET WEST OF HIGHWAY 77, 69 FEET EAST OF THE EAST RAIL
 FJ0893'OF THE RAILROAD TRACKS, 4 FEET SOUTHWEST OF A WITNESS POST,
 FJ0893'2 FEET WEST OF A TELEPHONE POLE, AND PROJECTS 5 INCHES.
 FJ0893'THE DISK IS STAMPED LAWRIE 1954.
 FJ0893'
 FJ0893'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE8099 ***********************************************************************
 DE8099  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8099  DESIGNATION -  LAWTON CORS ARP
 DE8099  CORS_ID     -  OKLW
 DE8099  PID         -  DE8099
 DE8099  STATE/COUNTY-  OK/COMANCHE
 DE8099  COUNTRY     -  US
 DE8099  USGS QUAD   -  LAWTON (2018)
 DE8099
 DE8099                         *CURRENT SURVEY CONTROL
 DE8099  ______________________________________________________________________
 DE8099* NAD 83(2011) POSITION- 34 34 21.98749(N) 098 24 35.68904(W)   ADJUSTED
 DE8099* NAD 83(2011) ELLIP HT-   314.714 (meters)        (04/??/25)   ADJUSTED
 DE8099* NAD 83(2011) EPOCH   -  2010.00
 DE8099  ______________________________________________________________________
 DE8099  GEOID HEIGHT    -        -25.631 (meters)                     GEOID18
 DE8099  NAD 83(2011) X  -   -768,964.434 (meters)                     COMP
 DE8099  NAD 83(2011) Y  - -5,201,189.535 (meters)                     COMP
 DE8099  NAD 83(2011) Z  -  3,599,120.797 (meters)                     COMP
 DE8099
 DE8099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8099  Standards:
 DE8099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8099  -------------------------------------------------------------------
 DE8099  NETWORK    0.40   0.60           0.20   0.07   0.31     -0.42265700
 DE8099  -------------------------------------------------------------------
 DE8099
 DE8099.The coordinates were established by GPS observations
 DE8099.and adjusted by the National Geodetic Survey in April 2025.
 DE8099
 DE8099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8099.been affixed to the stable North American Tectonic Plate. 
 DE8099
 DE8099.The coordinates are valid at the epoch date displayed above
 DE8099.which is a decimal equivalence of Year/Month/Day.
 DE8099
 DE8099.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE8099.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE8099.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE8099.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE8099.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE8099.published epoch of 2010.00.
 DE8099
 DE8099.Additional information on MYCS is available at:
 DE8099.https://geodesy.noaa.gov/CORS/index.shtml
 DE8099
 DE8099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8099.GEOID18 height accuracy estimate available here.
 DE8099
 DE8099.The PID for the CORS L1 Phase Center is DQ9068.
 DE8099
 DE8099.Click photographs - Photos may exist for this station.
 DE8099
 DE8099.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8099
 DE8099.The ellipsoidal height was determined by GPS observations
 DE8099.and is referenced to NAD 83.
 DE8099
 DE8099. The following values were computed from the NAD 83(2011) position.
 DE8099
 DE8099;                    North         East     Units Scale Factor Converg.
 DE8099;SPC OK S     -   137,559.211   562,388.797   MT  0.99993596   -0 13 57.6
 DE8099;SPC OK S     -   451,308.84  1,845,103.91   sFT  0.99993596   -0 13 57.6
 DE8099;UTM  14      - 3,825,825.187   554,125.070   MT  0.99963611   +0 20 05.5
 DE8099
 DE8099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8099!SPC OK S     -   0.99995060  x   0.99993596  =   0.99988656
 DE8099!UTM  14      -   0.99995060  x   0.99963611  =   0.99958673
 DE8099
 DE8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5412525825(NAD 83)
 DE8099
 DE8099                          SUPERSEDED SURVEY CONTROL
 DE8099
 DE8099  NAD 83(2011)-  34 34 21.98753(N)    098 24 35.68901(W) AD(2010.00) c
 DE8099  ELLIP H (06/??/19)  314.696  (m)                       GP(2010.00) c c
 DE8099  NAD 83(2011)-  34 34 21.98746(N)    098 24 35.68905(W) AD(2010.00) c
 DE8099  ELLIP H (08/??/11)  314.702  (m)                       GP(2010.00) c c
 DE8099  NAD 83(CORS)-  34 34 21.98742(N)    098 24 35.69018(W) AD(2002.00) c
 DE8099  ELLIP H (10/??/02)  314.706  (m)                       GP(2002.00) c c
 DE8099
 DE8099.Superseded values are not recommended for survey control.
 DE8099
 DE8099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8099.See file dsdata.pdf to determine how the superseded data were derived.
 DE8099
 DE8099_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8099
 DE8099                          STATION DESCRIPTION
 DE8099
 DE8099'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE8099'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE8099'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE8099'AND LOG FILES ACCESSIBLE AT:
 DE8099'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0630 ***********************************************************************
 EM0630  DESIGNATION -  LAWTON HIGH SCHOOL DOME
 EM0630  PID         -  EM0630
 EM0630  STATE/COUNTY-  OK/COMANCHE
 EM0630  COUNTRY     -  US
 EM0630  USGS QUAD   -  LAWTON (2018)
 EM0630
 EM0630                         *CURRENT SURVEY CONTROL
 EM0630  ______________________________________________________________________
 EM0630* NAD 83(1993) POSITION- 34 36 20.52761(N) 098 24 02.92371(W)   ADJUSTED
 EM0630  ______________________________________________________________________
 EM0630  GEOID HEIGHT    -        -25.676 (meters)                     GEOID18
 EM0630  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 EM0630  HORZ ORDER      -  THIRD
 EM0630
 EM0630.The horizontal coordinates were established by classical geodetic methods
 EM0630.and adjusted by the National Geodetic Survey in November 1994.
 EM0630
 EM0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0630.GEOID18 height accuracy estimate available here.
 EM0630
 EM0630.Click photographs - Photos may exist for this station.
 EM0630
 EM0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0630
 EM0630. The following values were computed from the NAD 83(1993) position.
 EM0630
 EM0630;                    North         East     Units Scale Factor Converg.
 EM0630;SPC OK S     -   141,208.378   563,238.393   MT  0.99993601   -0 13 39.0
 EM0630;SPC OK S     -   463,281.15  1,847,891.29   sFT  0.99993601   -0 13 39.0
 EM0630;UTM  14      - 3,829,481.498   554,938.227   MT  0.99963720   +0 20 25.1
 EM0630
 EM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5493829481(NAD 83)
 EM0630
 EM0630                          SUPERSEDED SURVEY CONTROL
 EM0630
 EM0630  NAD 83(1986)-  34 36 20.53189(N)    098 24 02.90595(W) AD(       ) 3
 EM0630  NAD 27      -  34 36 20.26600(N)    098 24 01.71200(W) AD(       ) 3
 EM0630
 EM0630.Superseded values are not recommended for survey control.
 EM0630
 EM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0630.See file dsdata.pdf to determine how the superseded data were derived.
 EM0630
 EM0630_MARKER: 87 = DOME
 EM0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0630+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 EM0630
 EM0630  HISTORY     - Date     Condition        Report By
 EM0630  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0630  HISTORY     - 1963     GOOD             CGS
 EM0630  HISTORY     - 1967     GOOD             CGS
 EM0630  HISTORY     - 1970     GOOD             NGS
 EM0630  HISTORY     - 20000224 GOOD             LOCSUR
 EM0630  HISTORY     - 20120618 GOOD             INDIV
 EM0630  HISTORY     - 20140729 GOOD             GEOCAC
 EM0630
 EM0630                          STATION DESCRIPTION
 EM0630
 EM0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0630'THE STATION IS LOCATED ABOUT 0.4 MILE EAST-NORTHEAST OF THE
 EM0630'CENTER OF THE BUSINESS DISTRICT OF LAWTON AND 185.0 FEET NORTH
 EM0630'OF THE CENTER OF C STREET.  IT IN ON THE TOP OF AND NEAR THE
 EM0630'CENTER OF THE SCHOOL BUILDING.  IT IS A METAL DOME WITH A
 EM0630'FLAGSTAFF AT ITS APEX.  THE TOP OF THE DOME IS 88.0 FEET IN
 EM0630'HEIGHT AND THE POINT OBSERVED UPON WAS THE FLAGSTAFF AT THE
 EM0630'APEX OF THE ROOF OF THE DOME.
 EM0630
 EM0630                          STATION RECOVERY (1963)
 EM0630
 EM0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0630'STATION RECOVERED AS DESCRIBED.
 EM0630
 EM0630                          STATION RECOVERY (1967)
 EM0630
 EM0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EM0630'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EM0630'CONDITION.
 EM0630'
 EM0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 EM0630'LAWTON, OKLA.
 EM0630
 EM0630                          STATION RECOVERY (1970)
 EM0630
 EM0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0630'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 EM0630
 EM0630                          STATION RECOVERY (2000)
 EM0630
 EM0630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0630'RECOVERED AS DESCRIBED.
 EM0630
 EM0630                          STATION RECOVERY (2012)
 EM0630
 EM0630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DP)
 EM0630'THE BUILDING HAS BEEN RESTORED WITHOUT DISTURBING THE DOME AND IS NOW
 EM0630'USED BY THE CITY OF LAWTON
 EM0630
 EM0630                          STATION RECOVERY (2014)
 EM0630
 EM0630'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0630'RECOVERED IN GOOD CONDITION.  BUILDING HAS BEEN REFURBISHED AS THE
 EM0630'CITY OF LAWTON MUNICIPAL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0657 ***********************************************************************
 EM0657  DESIGNATION -  LAWTON NORTH BASE
 EM0657  PID         -  EM0657
 EM0657  STATE/COUNTY-  OK/COMANCHE
 EM0657  COUNTRY     -  US
 EM0657  USGS QUAD   -  FORT SILL (2018)
 EM0657
 EM0657                         *CURRENT SURVEY CONTROL
 EM0657  ______________________________________________________________________
 EM0657* NAD 83(2011) POSITION- 34 38 43.87674(N) 098 25 20.13016(W)   ADJUSTED
 EM0657* NAD 83(2011) ELLIP HT-   343.863 (meters)        (06/27/12)   ADJUSTED
 EM0657* NAD 83(2011) EPOCH   -  2010.00
 EM0657* NAVD 88 ORTHO HEIGHT -   369.47  (+/-2cm)     1212.2   (feet) VERTCON3
 EM0657  ______________________________________________________________________
 EM0657  GEOID HEIGHT    -        -25.711 (meters)                     GEOID18
 EM0657  NAD 83(2011) X  -   -769,417.178 (meters)                     COMP
 EM0657  NAD 83(2011) Y  - -5,196,513.062 (meters)                     COMP
 EM0657  NAD 83(2011) Z  -  3,605,779.738 (meters)                     COMP
 EM0657  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 EM0657  VERT ORDER      -  THIRD ? (See Below)
 EM0657
 EM0657  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0657  Standards:
 EM0657         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0657            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0657  -------------------------------------------------------------------
 EM0657  NETWORK    3.51   5.47           1.52   1.31   2.79     -0.23889186
 EM0657  -------------------------------------------------------------------
 EM0657  Click here for local accuracies and other accuracy information.
 EM0657
 EM0657.The horizontal coordinates were established by GPS observations
 EM0657.and adjusted by the National Geodetic Survey in June 2012.
 EM0657
 EM0657.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0657.been affixed to the stable North American tectonic plate. See 
 EM0657.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0657
 EM0657.The horizontal coordinates are valid at the epoch date displayed above
 EM0657.which is a decimal equivalence of Year/Month/Day.
 EM0657
 EM0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0657
 EM0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0657.GEOID18 height accuracy estimate available here.
 EM0657
 EM0657.The vertical order pertains to the NGVD 29 superseded value.
 EM0657
 EM0657.Click photographs - Photos may exist for this station.
 EM0657
 EM0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0657
 EM0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0657
 EM0657.The ellipsoidal height was determined by GPS observations
 EM0657.and is referenced to NAD 83.
 EM0657
 EM0657. The following values were computed from the NAD 83(2011) position.
 EM0657
 EM0657;                    North         East     Units Scale Factor Converg.
 EM0657;SPC OK S     -   145,633.370   561,289.880   MT  0.99993651   -0 14 22.9
 EM0657;SPC OK S     -   477,798.81  1,841,498.55   sFT  0.99993651   -0 14 22.9
 EM0657;UTM  14      - 3,833,885.634   552,946.544   MT  0.99963455   +0 19 42.4
 EM0657
 EM0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0657!SPC OK S     -   0.99994603  x   0.99993651  =   0.99988254
 EM0657!UTM  14      -   0.99994603  x   0.99963455  =   0.99958060
 EM0657
 EM0657:                Primary Azimuth Mark                     Grid Az
 EM0657:SPC OK S     -  LAWTON NORTH BASE AZ MK                  181 20 09.9
 EM0657:UTM  14      -  LAWTON NORTH BASE AZ MK                  180 46 04.6
 EM0657
 EM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5294633885(NAD 83)
 EM0657
 EM0657|---------------------------------------------------------------------|
 EM0657| PID    Reference Object                     Distance      Geod. Az  |
 EM0657|                                                           dddmmss.s |
 EM0657| EM0654 FORT SILL AIRWAY BEACON 1170        APPROX. 1.5 KM 0163054.3 |
 EM0657| EM0643 FORT SILL BLDG T 2800 STACK         APPROX. 2.3 KM 0292805.5 |
 EM0657| EM0635 FORT SILL CENTRAL PWR PLT STK       APPROX. 3.2 KM 0302111.8 |
 EM0657| EM0642 FORT SILL BLDG T 2810 STACK         APPROX. 2.0 KM 0323231.3 |
 EM0657| CX8496 LAWTON NORTH BASE AZ MK                            1810547.0 |
 EM0657| CX8497 LAWTON NORTH BASE RM 1               48.503 METERS 18645     |
 EM0657| CX8498 LAWTON NORTH BASE RM 2               39.480 METERS 26808     |
 EM0657|---------------------------------------------------------------------|
 EM0657
 EM0657                          SUPERSEDED SURVEY CONTROL
 EM0657
 EM0657  NAD 83(2007)-  34 38 43.87655(N)    098 25 20.13066(W) AD(2002.00) 0
 EM0657  ELLIP H (02/10/07)  343.887  (m)                       GP(2002.00)    
 EM0657  ELLIP H (06/19/02)  343.906  (m)                       GP(       ) 5 1
 EM0657  NAD 83(1993)-  34 38 43.87805(N)    098 25 20.13029(W) AD(       ) 1
 EM0657  ELLIP H (11/28/94)  343.935  (m)                       GP(       ) 5 1
 EM0657  NAD 83(1986)-  34 38 43.88383(N)    098 25 20.11545(W) AD(       ) 1
 EM0657  NAD 83(1986)-  34 38 43.88224(N)    098 25 20.11251(W) AD(       ) 2
 EM0657  NAD 27      -  34 38 43.62400(N)    098 25 18.91600(W) AD(       ) 2
 EM0657  NGVD 29             369.36   (m)         1211.8    (f) LEVELING    3  
 EM0657
 EM0657.Superseded values are not recommended for survey control.
 EM0657
 EM0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0657.See file dsdata.pdf to determine how the superseded data were derived.
 EM0657
 EM0657_MARKER: DS = TRIANGULATION STATION DISK
 EM0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0657_STAMPING: LAWTON N BASE 1948
 EM0657_MARK LOGO: CGS
 EM0657_PROJECTION: FLUSH
 EM0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0657+STABILITY: SURFACE MOTION
 EM0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0657+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2016
 EM0657
 EM0657  HISTORY     - Date     Condition        Report By
 EM0657  HISTORY     - 1948     MONUMENTED       CGS
 EM0657  HISTORY     - 1964     GOOD             CGS
 EM0657  HISTORY     - 1971     GOOD             OKDH
 EM0657  HISTORY     - 1988     GOOD             NGS
 EM0657  HISTORY     - 20000220 GOOD             LOCSUR
 EM0657  HISTORY     - 20090123 GOOD             INDIV
 EM0657  HISTORY     - 20160428 GOOD             GRWAS
 EM0657
 EM0657                          STATION DESCRIPTION
 EM0657
 EM0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0657'THE STATION IS LOCATED ON THE FORT SILL MILITARY RESERVATION ON
 EM0657'THE EAST SIDE OF SHERIDAN ROAD, 0.5 MILE NORTH OF GATE NO 4 AND
 EM0657'80 FEET EAST OF THE CENTER OF SHERIDAN ROAD.  IT IS STAMPED
 EM0657'LAWTON N. BASE 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 EM0657'
 EM0657'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 75 FEET EAST OF THE
 EM0657'CENTER OF SHERIDAN ROAD AND 2 FEET NORTHWEST OF SIGN PRACTICE
 EM0657'GRENADE COURSE.  IT IS STAMPED LAWTON N. BASE NO 1 1948 AND
 EM0657'SET FLUSH WITH THE GROUND SURFACE.
 EM0657'
 EM0657'REFERENCE MARK NO 2 IS WEST OF THE STATION, 49 FEET WEST OF THE
 EM0657'CENTER OF SHERIDAN ROAD AND 25 FEET NORTH OF TELEPHONE POLE.  IT
 EM0657'IS STAMPED LAWTON N. BASE NO 2 1948 AND SET FLUSH WITH THE GROUND
 EM0657'SURFACE.
 EM0657'
 EM0657'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE
 EM0657'STATION, 40 FEET WEST OF THE CENTER OF SHERIDAN ROAD, 300 FEET
 EM0657'NORTHWEST OF GATE NO 4 AND 1 FOOT NORTH OF TELEPHONE POLE.  IT
 EM0657'IS STAMPED LAWTON N. BASE 1948 AND PROJECTS 2 INCHES.
 EM0657'
 EM0657'TO REACH THE STATION FROM GATE NO 4 INTO THE FORT SILL MILITARY
 EM0657'RESERVATION, GO NORTH ON SHERIDAN ROAD FOR ABOUT 300 FEET TO THE
 EM0657'AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED, CONTINUE NORTH ON
 EM0657'SHERIDAN ROAD FOR 0.5 MILE TO THE STATION ON THE EAST SIDE AS
 EM0657'DESCRIBED.
 EM0657'
 EM0657'AN 8 FOOT SIGNAL AT STATION LAWTON S BASE IS VISIBLE AT 37 FEET
 EM0657'
 EM0657'A 4 FOOT SIGNAL AT STATION HILL IS VISIBLE AT 37 FEET
 EM0657'
 EM0657'A 12 FOOT SIGNAL AT STATION SIGNAL IS VISIBLE FROM THE GROUND
 EM0657'
 EM0657'A 4 FOOT SIGNAL AT STATION HEYLS IS VISIBLE FROM THE GROUND
 EM0657'
 EM0657'A 4 FOOT SIGNAL AT STATION DODGE IS VISIBLE FROM THE GROUND
 EM0657'
 EM0657'A 4 FOOT SIGNAL AT STATION ARBUCKLE IS VISIBLE FROM THE GROUND
 EM0657'
 EM0657'A 47 FOOT SIGNAL AT STATION ZELLA IS VISIBLE AT 37 FEET
 EM0657'
 EM0657'HEIGHT OF LIGHT ABOVE STATION MARK 14.1 METERS
 EM0657
 EM0657                          STATION RECOVERY (1964)
 EM0657
 EM0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0657'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 EM0657'ALL MARKS ARE IN GOOD CONDITION.  A METAL TRIPOD HAS BEEN ERECTED
 EM0657'OVER THE STATION.  THE LEGS OF THE TRIPOD ARE EMBEDED IN
 EM0657'CONCRETE.  A BANNER CONSISTING OF ALTERNATING BLACK AND WHITE
 EM0657'BOARDS 4 INCHES WIDE SURMOUNTS THE BANNER.  THE TOP OF THE
 EM0657'BANNER IS 4.72 METERS ABOVE THE STATION MARK.  THERE IS AMPLE
 EM0657'ROOM UNDER THE TRIPOD TO MOUNT AN INSTRUMENT.
 EM0657
 EM0657                          STATION RECOVERY (1971)
 EM0657
 EM0657'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0657'LAWTON N. BASE RECOVERED IN GOOD CONDITION.
 EM0657'
 EM0657'LAWTON N. BASE AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 EM0657'
 EM0657'LAWTON N. BASE R.M. 1 1948 RECOVERED IN GOOD CONDITION.
 EM0657'
 EM0657'LAWTON N. BASE R.M. 2 1948 RECOVERED IN GOOD CONDITION.
 EM0657'
 EM0657'DESCRIPTION IS ADEQUATE.
 EM0657
 EM0657                          STATION RECOVERY (1988)
 EM0657
 EM0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0657'THE STATION WAS RECOVERED AT THIS DATE.
 EM0657'REFERENCE MARKS 3, 4 AND 5 WERE LOCATED AT THIS TIME BUT NOT
 EM0657'DESCRIBED.
 EM0657'
 EM0657'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI)
 EM0657'NORTHWEST OF LAWTON, 0.8 KM (0.5 MI) NORTH OF THE SHERIDAN ROAD
 EM0657'GATE ONTO FORT SILL
 EM0657'AND ON US MILITARY RESERVATION.
 EM0657'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM0657'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM0657'73503-5600, PHONE 405-351-4300.
 EM0657'
 EM0657'TO REACH THE STATION FROM THE SHERIDAN ROAD GATE HOUSE INTO FORT
 EM0657'SILL, WHICH IS ON THE SOUTHEAST EDGE OF THE RESERVATION, GO NORTH
 EM0657'ON SHERIDAN ROAD, WHICH IS A CONTINUATION OF STATE HIGHWAY 7A, FOR
 EM0657'0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 EM0657'
 EM0657'THE STATION MARK IS A STANDARD CGS DISK STAMPED---LAWTON N BASE
 EM0657'1948---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND FLUSH
 EM0657'WITH THE GROUND SURFACE.  LOCATED 22.9 METERS (75.0 FT) EAST FROM
 EM0657'THE CENTER OF SHERIDAN ROAD, 28.8 METERS (94.4 FT) WEST FROM RM 4,
 EM0657'17.0 METERS (55.8 FT) SOUTH FROM RM 3 AND 9.3 METERS (30.6 FT) WEST
 EM0657'FROM RM 5. NOTE-SOME RMS HAVE BEEN SET BY US ARMY.
 EM0657'
 EM0657'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0657'
 EM0657'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0657'
 EM0657'DESCRIBED BY D.A. BOWLING.
 EM0657
 EM0657                          STATION RECOVERY (2000)
 EM0657
 EM0657'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0657'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0657'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0657'THERE IS A STANDARD MILITARY TARGET ABOVE THIS POINT BUT IT IS NOT
 EM0657'CONSIDERED TO BE AN OBSTRUCTION.
 EM0657
 EM0657                          STATION RECOVERY (2009)
 EM0657
 EM0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0657'RECOVERED IN GOOD CONDITION.
 EM0657
 EM0657                          STATION RECOVERY (2016)
 EM0657
 EM0657'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 EM0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0620 ***********************************************************************
 EM0620  DESIGNATION -  LAWTON RAD KSWO TWR N 1 OF 2
 EM0620  PID         -  EM0620
 EM0620  STATE/COUNTY-  OK/COMANCHE
 EM0620  COUNTRY     -  US
 EM0620  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0620
 EM0620                         *CURRENT SURVEY CONTROL
 EM0620  ______________________________________________________________________
 EM0620* NAD 83(1993) POSITION- 34 35 26.59012(N) 098 21 43.03740(W)   ADJUSTED
 EM0620  ______________________________________________________________________
 EM0620  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 EM0620  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 EM0620  HORZ ORDER      -  THIRD
 EM0620
 EM0620.The horizontal coordinates were established by classical geodetic methods
 EM0620.and adjusted by the National Geodetic Survey in November 1994.
 EM0620
 EM0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0620.GEOID18 height accuracy estimate available here.
 EM0620
 EM0620.Click photographs - Photos may exist for this station.
 EM0620
 EM0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0620
 EM0620. The following values were computed from the NAD 83(1993) position.
 EM0620
 EM0620;                    North         East     Units Scale Factor Converg.
 EM0620;SPC OK S     -   139,532.957   566,796.324   MT  0.99993595   -0 12 19.6
 EM0620;SPC OK S     -   457,784.38  1,859,564.27   sFT  0.99993595   -0 12 19.6
 EM0620;UTM  14      - 3,827,841.901   558,511.526   MT  0.99964220   +0 21 44.0
 EM0620
 EM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5851127841(NAD 83)
 EM0620
 EM0620                          SUPERSEDED SURVEY CONTROL
 EM0620
 EM0620  NAD 83(1986)-  34 35 26.59467(N)    098 21 43.02051(W) AD(       ) 3
 EM0620  NAD 27      -  34 35 26.33200(N)    098 21 41.83300(W) AD(       ) 3
 EM0620
 EM0620.Superseded values are not recommended for survey control.
 EM0620
 EM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0620.See file dsdata.pdf to determine how the superseded data were derived.
 EM0620
 EM0620_MARKER: 43 = RADIO/TV TOWER
 EM0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0620+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 EM0620
 EM0620  HISTORY     - Date     Condition        Report By
 EM0620  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0620  HISTORY     - 1963     GOOD             CGS
 EM0620  HISTORY     - 1968     GOOD             CGS
 EM0620  HISTORY     - 20140729 GOOD             GEOCAC
 EM0620
 EM0620                          STATION DESCRIPTION
 EM0620
 EM0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0620'THE STATION IS LOCATED 2.5 MILES EAST-SOUTHEAST OF THE CENTER
 EM0620'OF THE CITY OF LAWTON, 0.2 MILE SOUTH OF STATE HIGHWAY NO.
 EM0620'7, 248.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 EM0620'ROAD, AND 235.0 FEET NORTH OF THE NORTHEAST CORNER OF THE CONTROL
 EM0620'HOUSE.  IT IS A SINGLE TRUSSWORK STEEL TOWER, PAINTED RED AND
 EM0620'WHITE AND HAS AN OVERALL HEIGHT OF 300 FEET.  THE POINT OBSERVED
 EM0620'WAS THE CENTER OF THE TOP OF THE TOWER.
 EM0620
 EM0620                          STATION RECOVERY (1963)
 EM0620
 EM0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0620'STATION RECOVERED AS DESCRIBED.
 EM0620
 EM0620                          STATION RECOVERY (1968)
 EM0620
 EM0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 EM0620'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EM0620'CONDITION.
 EM0620'
 EM0620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 EM0620'SOUTHEAST OF LAWTON.
 EM0620
 EM0620                          STATION RECOVERY (2014)
 EM0620
 EM0620'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0620'RECOVERED IN GOOD CONDITION.  TOWER IS STILL IN USE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0628 ***********************************************************************
 EM0628  DESIGNATION -  LAWTON SOUTH BASE
 EM0628  PID         -  EM0628
 EM0628  STATE/COUNTY-  OK/COMANCHE
 EM0628  COUNTRY     -  US
 EM0628  USGS QUAD   -  LAWTON (2018)
 EM0628
 EM0628                         *CURRENT SURVEY CONTROL
 EM0628  ______________________________________________________________________
 EM0628* NAD 83(1993) POSITION- 34 35 21.59105(N) 098 25 20.05302(W)   ADJUSTED
 EM0628* NAVD 88 ORTHO HEIGHT -   349.86  (+/-2cm)     1147.8   (feet) VERTCON3
 EM0628  ______________________________________________________________________
 EM0628  GEOID HEIGHT    -        -25.649 (meters)                     GEOID18
 EM0628  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 EM0628  HORZ ORDER      -  SECOND
 EM0628  VERT ORDER      -  THIRD ? (See Below)
 EM0628
 EM0628.The horizontal coordinates were established by classical geodetic methods
 EM0628.and adjusted by the National Geodetic Survey in November 1994.
 EM0628
 EM0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0628
 EM0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0628.GEOID18 height accuracy estimate available here.
 EM0628
 EM0628.The vertical order pertains to the NGVD 29 superseded value.
 EM0628
 EM0628.Click photographs - Photos may exist for this station.
 EM0628
 EM0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0628
 EM0628. The following values were computed from the NAD 83(1993) position.
 EM0628
 EM0628;                    North         East     Units Scale Factor Converg.
 EM0628;SPC OK S     -   139,400.404   561,265.771   MT  0.99993595   -0 14 22.8
 EM0628;SPC OK S     -   457,349.49  1,841,419.45   sFT  0.99993595   -0 14 22.8
 EM0628;UTM  14      - 3,827,654.615   552,984.204   MT  0.99963460   +0 19 40.8
 EM0628
 EM0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0628!SPC OK S     -   0.99994911  x   0.99993595  =   0.99988506
 EM0628!UTM  14      -   0.99994911  x   0.99963460  =   0.99958373
 EM0628
 EM0628:                Primary Azimuth Mark                     Grid Az
 EM0628:SPC OK S     -  LAWTON SOUTH BASE AZ MK                  001 41 27.6
 EM0628:UTM  14      -  LAWTON SOUTH BASE AZ MK                  001 07 24.0
 EM0628
 EM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5298427654(NAD 83)
 EM0628
 EM0628|---------------------------------------------------------------------|
 EM0628| PID    Reference Object                     Distance      Geod. Az  |
 EM0628|                                                           dddmmss.s |
 EM0628| CX8499 LAWTON SOUTH BASE AZ MK                            0012704.8 |
 EM0628| CX8500 LAWTON SOUTH BASE RM 1               24.574 METERS 03320     |
 EM0628| CX8501 LAWTON SOUTH BASE RM 2               17.112 METERS 13154     |
 EM0628| CX8502 LAWTON SOUTH BASE RM 3                8.837 METERS 26905     |
 EM0628| CX8503 LAWTON SOUTH BASE RM 4               15.011 METERS 33701     |
 EM0628|---------------------------------------------------------------------|
 EM0628
 EM0628                          SUPERSEDED SURVEY CONTROL
 EM0628
 EM0628  NAD 83(1986)-  34 35 21.59684(N)    098 25 20.03744(W) AD(       ) 2
 EM0628  NAD 83(1986)-  34 35 21.59478(N)    098 25 20.03539(W) AD(       ) 2
 EM0628  NAD 27      -  34 35 21.33200(N)    098 25 18.83800(W) AD(       ) 2
 EM0628  NGVD 29             349.76   (m)         1147.5    (f) LEVELING    3  
 EM0628
 EM0628.Superseded values are not recommended for survey control.
 EM0628
 EM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0628.See file dsdata.pdf to determine how the superseded data were derived.
 EM0628
 EM0628_MARKER: DS = TRIANGULATION STATION DISK
 EM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0628_STAMPING: LAWTON S BASE 1948
 EM0628_MARK LOGO: CGS
 EM0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0628+STABILITY: SURFACE MOTION
 EM0628
 EM0628  HISTORY     - Date     Condition        Report By
 EM0628  HISTORY     - 1948     MONUMENTED       CGS
 EM0628  HISTORY     - 1960     GOOD             CGS
 EM0628  HISTORY     - 1963     GOOD             CGS
 EM0628  HISTORY     - 1971     GOOD             OKDH
 EM0628  HISTORY     - 1976     GOOD             NGS
 EM0628
 EM0628                          STATION DESCRIPTION
 EM0628
 EM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0628'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF THE CENTER OF
 EM0628'LAWTON AND 0.35 MILE SOUTH OF THE JUNCTION OF LEE BOULEVARD AND
 EM0628'23RD STREET ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH GRADED DIRT
 EM0628'ROAD.  IT IS 20 FEET WEST OF THE CENTER OF THE ROAD, 12 FEET
 EM0628'SOUTH OF SOUTH END OF GATE INTO BARN YARD, 8 FEET SOUTH OF
 EM0628'WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 EM0628'STAMPED LAWTON S. BASE 1948 AND PROJECTS 2 INCHES.
 EM0628'
 EM0628'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 20 FEET EAST
 EM0628'OF THE CENTER OF THE ROAD AND 30 FEET NORTH OF T-ROAD INTERSECTION.
 EM0628'IT IS STAMPED LAWTON S. BASE NO 1 1948 AND PROJECTS 6 INCHES.
 EM0628'
 EM0628'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 20 FEET EAST
 EM0628'OF THE CENTER OF THE ROAD, 30 FEET SOUTH OF FENCE CORNER AND 1
 EM0628'FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LAWTON S.
 EM0628'BASE NO 2 1948 AND PROJECTS 6 INCHES.
 EM0628'
 EM0628'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION SET IN
 EM0628'THE NORTH END OF THE Y FORMED BY THE JUNCTION OF STATE ROUTE
 EM0628'NO 7, NORTH-SOUTH ROAD AND 23RD STREET.  IT IS 45 FEET EAST OF
 EM0628'THE CENTER OF NORTH-SOUTH ROAD, 56 FEET SOUTHWEST OF THE CENTER
 EM0628'OF STATE ROUTE NO 7 AND 2 FEET SOUTH OF TELEPHONE POLE.  IT IS
 EM0628'STAMPED LAWTON S. BASE 1948 AND PROJECTS 4 INCHES.  TO REACH
 EM0628'FROM THE STATION, GO NORTH ON DIRT ROAD FOR 0.4 MILE TO THE MARK
 EM0628'ON THE EAST SIDE AS DESCRIBED.
 EM0628'
 EM0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 277
 EM0628'AND STATE ROUTE NO 7 IN THE SOUTHEAST EDGE OF LAWTON, GO WEST
 EM0628'ON STATE ROUTE NO 7 (LEE BOULEVARD) FOR 1.8 MILES TO WHERE
 EM0628'HIGHWAY CURVES NORTH ABOUT 0.1 MILE BEFORE REACHING CROSSROADS,
 EM0628'TURN LEFT AT CROSSROADS AND GO SOUTH FOR 0.35 MILE TO THE TOP
 EM0628'OF HILL AND STATION ON THE WEST SIDE AS DESCRIBED.
 EM0628'
 EM0628'A 4 FOOT SIGNAL AT STATION HILLSIDE IS VISIBLE FROM THE GROUND
 EM0628'
 EM0628'A 74 FOOT SIGNAL AT STATION HOLLIDAY IS VISIBLE FROM THE GROUND
 EM0628'
 EM0628'A 4 FOOT SIGNAL AT STATION HILL IS VISIBLE FROM THE GROUND
 EM0628'
 EM0628'A 12 FOOT SIGNAL AT STATION SIGNAL IS VISIBLE FROM THE GROUND
 EM0628'
 EM0628'A 47 FOOT SIGNAL AT STATION LAWTON N. BASE IS VISIBLE FROM
 EM0628'THE GROUND
 EM0628'
 EM0628'A 4 FOOT SIGNAL AT STATION ARBUCKLE IS VISIBLE FROM THE GROUND
 EM0628'
 EM0628'A 47 FOOT SIGNAL AT STATION ZELLA IS VISIBLE AT 8 FEET
 EM0628'
 EM0628'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 EM0628
 EM0628                          STATION RECOVERY (1960)
 EM0628
 EM0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JOB)
 EM0628'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 EM0628'DESCRIBED AND ALL FOUND TO BE IN GOOD CONDITION.  THE STATION
 EM0628'MARK WAS LOWERED ABOUT 1 METER AND BOTH REFERENCE MARKS WERE
 EM0628'DESTROYED TO MAKE WAY FOR HIGHWAY CONSTRUCTION.  REFERENCE
 EM0628'MARKS 3 AND 4 WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 EM0628'FOLLOWS.
 EM0628'
 EM0628'STATION IS LOCATED NEAR THE INTERSECTION OF MC KINLEY AVENUE AND
 EM0628'SOUTH SHERIDAN ROAD IN THE SOUTHWEST CORNER OF LAWTON.  IT IS
 EM0628'25 FEET SOUTH OF THE CENTERLINE OF MC KINLEY AVENUE, 20 FEET
 EM0628'WEST OF THE CENTERLINE OF SOUTH SHERIDAN ROAD, 3 FEET NORTHEAST
 EM0628'OF A SMALL CULVERT, AND 2 FEET SOUTH OF A BLACK AND WHITE PIPE
 EM0628'WITNESS POST.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 EM0628'LAWTON S BASE 1948 1960.
 EM0628'
 EM0628'REFERENCE MARK NO. 3 IS A PLAIN BRONZE DISK, SET IN A 12 INCH
 EM0628'SQUARE CONCRETE POST, WHICH PROJECTS 5 INCHES, 2 FEET SOUTH
 EM0628'OF A FENCE AND THE DISK IS STAMPED R M 3 1960.
 EM0628'
 EM0628'REFERENCE MARK NO. 4 IS A PLAIN BRONZE DISK, SET IN A 12 INCH
 EM0628'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES, 4 FEET WEST
 EM0628'OF A POWER LINE POLE AND THE DISK IS STAMPED R M 4 1960.
 EM0628'
 EM0628'AZIMUTH MARK IS AT Y INTERSECTION ABOUT 0.4 MILES NORTH OF THE
 EM0628'STATION, 56 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 EM0628'NO. 7, 45 FEET EAST OF THE CENTERLINE OF SOUTH SHERIDAN ROAD,
 EM0628'2 FEET SOUTH OF A TELEPHONE POLE AND THE DISK IS STAMPED
 EM0628'LAWTON S BASE 1948.
 EM0628
 EM0628                          STATION RECOVERY (1963)
 EM0628
 EM0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0628'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION IN THE
 EM0628'SOUTHWEST ANGLE OF THE INTERSECTION OF MC KINLEY AVENUE AND
 EM0628'SHERIDAN ROAD (THIS ROAD IS MARKED AS S 22ND STREET), IT IS
 EM0628'18.0 FEET WEST FROM THE CENTER OF SHERIDAN ROAD AND 29.5 FEET
 EM0628'SOUTH FROM THE CENTER OF MC KINLEY AVENUE, 2 FEET SOUTH OF A
 EM0628'1-1/2 INCH IRON PIPE PAINTED BLACK AND WHITE THAT PROJECTS
 EM0628'40 INCHES.  THE MARK IS FLUSH WITH GROUND SURFACE.
 EM0628'
 EM0628'R.M. NO 3 IS 47.0 FEET WEST FROM THE CENTER OF SHERIDAN ROAD AND
 EM0628'24.0 FEET SOUTH FROM THE CENTER LINE OF MC KINLEY AVENUE
 EM0628'EXTENDED WEST.
 EM0628'
 EM0628'R.M. NO 4 IS 36.0 FEET WEST FROM THE CENTER OF SHERIDAN ROAD AND
 EM0628'22.0 FEET NORTH FROM THE DRIVEWAY THAT EXTENDS WEST FROM
 EM0628'MC KINLEY AVENUE.  OBJECTS USED AS REFERENCE TO THE REFERENCE
 EM0628'MARKS IN 1960 HAVE BEEN REMOVED.
 EM0628'
 EM0628'AZIMUTH MARK RECOVERED AS DESCRIBED IN 1960, THE MARK HAS BEEN
 EM0628'HIT AND PART OF CONCRETE BROKEN OFF AND THE MARK APPEARS TO BE
 EM0628'TILTED SLIGHTLY.
 EM0628'
 EM0628'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0628
 EM0628                          STATION RECOVERY (1971)
 EM0628
 EM0628'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0628'LAWTON S. BASE 1948 RECOVERED IN GOOD CONDITION.
 EM0628'
 EM0628'LAWTON S. BASE AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 EM0628'
 EM0628'LAWTON S. BASE R.M. 3 1960 RECOVERED IN GOOD CONDITION.
 EM0628'
 EM0628'LAWTON S. BASE R.M. 4 1960 RECOVERED IN GOOD CONDITION.
 EM0628'
 EM0628'DESCRIPTION IS ADEQUATE.
 EM0628
 EM0628                          STATION RECOVERY (1976)
 EM0628
 EM0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 EM0628'STATION AND RM NO. 3 RECOVERED AS DESCRIBED IN 1960.  RM NO. 4 AND
 EM0628'AZ. MARK WERE SEARCHED FOR, BUT NOT RECOVERED.
 EM0628'
 EM0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAWTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0626 ***********************************************************************
 EM0626  DESIGNATION -  LAWTON SOUTHWESTERN LT PWR STK
 EM0626  PID         -  EM0626
 EM0626  STATE/COUNTY-  OK/COMANCHE
 EM0626  COUNTRY     -  US
 EM0626  USGS QUAD   -  LAWTON (2018)
 EM0626
 EM0626                         *CURRENT SURVEY CONTROL
 EM0626  ______________________________________________________________________
 EM0626* NAD 83(1993) POSITION- 34 36 30.95478(N) 098 23 14.90653(W)   ADJUSTED
 EM0626  ______________________________________________________________________
 EM0626  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 EM0626  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 EM0626  HORZ ORDER      -  THIRD
 EM0626
 EM0626.The horizontal coordinates were established by classical geodetic methods
 EM0626.and adjusted by the National Geodetic Survey in November 1994.
 EM0626
 EM0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0626.GEOID18 height accuracy estimate available here.
 EM0626
 EM0626.Click photographs - Photos may exist for this station.
 EM0626
 EM0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0626
 EM0626. The following values were computed from the NAD 83(1993) position.
 EM0626
 EM0626;                    North         East     Units Scale Factor Converg.
 EM0626;SPC OK S     -   141,524.890   564,462.962   MT  0.99993603   -0 13 11.8
 EM0626;SPC OK S     -   464,319.58  1,851,908.90   sFT  0.99993603   -0 13 11.8
 EM0626;UTM  14      - 3,829,810.032   556,159.235   MT  0.99963887   +0 20 52.5
 EM0626
 EM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5615929810(NAD 83)
 EM0626
 EM0626                          SUPERSEDED SURVEY CONTROL
 EM0626
 EM0626  NAD 83(1986)-  34 36 30.95907(N)    098 23 14.88906(W) AD(       ) 3
 EM0626  NAD 27      -  34 36 30.69700(N)    098 23 13.69600(W) AD(       ) 3
 EM0626
 EM0626.Superseded values are not recommended for survey control.
 EM0626
 EM0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0626.See file dsdata.pdf to determine how the superseded data were derived.
 EM0626
 EM0626_MARKER: 63 = STACK
 EM0626
 EM0626  HISTORY     - Date     Condition        Report By
 EM0626  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0626  HISTORY     - 1968     GOOD             CGS
 EM0626  HISTORY     - 1970     GOOD             NGS
 EM0626
 EM0626                          STATION DESCRIPTION
 EM0626
 EM0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0626'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE CITY
 EM0626'OF LAWTON, 0.2 MILE EAST OF U.S. HIGHWAY NO. 277, 87.0 FEET
 EM0626'SOUTH OF THE CENTER OF SOUTH GORE ST. AND IS AT THE NORTHEAST
 EM0626'CORNER OF THE POWER PLANT BUILDING.  IT IS A CYLINDER STACK
 EM0626'CONSTRUCTED OF CONCRETE AND IS PAINTED WHITE.  IT HAS AN
 EM0626'OVERALL HEIGHT OF 226.2 FEET AND THE POINT OBSERVED UPON WAS THE
 EM0626'CENTER OF THE STACK.
 EM0626
 EM0626                          STATION RECOVERY (1968)
 EM0626
 EM0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 EM0626'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EM0626'CONDITION.
 EM0626'
 EM0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTHEASTERN
 EM0626'SECTION OF LAWTON.
 EM0626
 EM0626                          STATION RECOVERY (1970)
 EM0626
 EM0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0626'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0796 ***********************************************************************
 GG0796  DESIGNATION -  LAZY
 GG0796  PID         -  GG0796
 GG0796  STATE/COUNTY-  OK/MAYES
 GG0796  COUNTRY     -  US
 GG0796  USGS QUAD   -  ADAIR (2019)
 GG0796
 GG0796                         *CURRENT SURVEY CONTROL
 GG0796  ______________________________________________________________________
 GG0796* NAD 83(1993) POSITION- 36 28 08.19969(N) 095 20 14.11519(W)   ADJUSTED
 GG0796* NAVD 88 ORTHO HEIGHT -   247.3   (meters)      811.    (feet) VERTCON3
 GG0796  ______________________________________________________________________
 GG0796  GEOID HEIGHT    -        -29.242 (meters)                     GEOID18
 GG0796  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 GG0796  HORZ ORDER      -  SECOND
 GG0796
 GG0796.The horizontal coordinates were established by classical geodetic methods
 GG0796.and adjusted by the National Geodetic Survey in November 1994.
 GG0796
 GG0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0796
 GG0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0796.GEOID18 height accuracy estimate available here.
 GG0796
 GG0796.Click photographs - Photos may exist for this station.
 GG0796
 GG0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0796
 GG0796. The following values were computed from the NAD 83(1993) position.
 GG0796
 GG0796;                    North         East     Units Scale Factor Converg.
 GG0796;SPC OK N     -   166,257.909   838,613.903   MT  0.99995921   +1 34 17.1
 GG0796;SPC OK N     -   545,464.49  2,751,352.45   sFT  0.99995921   +1 34 17.1
 GG0796;UTM  15      - 4,038,502.894   290,585.831   MT  1.00014034   -1 23 23.1
 GG0796
 GG0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0796!SPC OK N     -   0.99996578  x   0.99995921  =   0.99992499
 GG0796!UTM  15      -   0.99996578  x   1.00014034  =   1.00010611
 GG0796
 GG0796:                Primary Azimuth Mark                     Grid Az
 GG0796:SPC OK N     -  HEAD                                     220 36 40.9
 GG0796:UTM  15      -  HEAD                                     223 34 21.1
 GG0796
 GG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9058538502(NAD 83)
 GG0796
 GG0796|---------------------------------------------------------------------|
 GG0796| PID    Reference Object                     Distance      Geod. Az  |
 GG0796|                                                           dddmmss.s |
 GG0796| CI1861 LAZY RM 2                            18.435 METERS 05015     |
 GG0796| CI1860 LAZY RM 1                            14.561 METERS 14755     |
 GG0796| GG0803 HEAD                                APPROX. 8.3 KM 2221058.0 |
 GG0796|---------------------------------------------------------------------|
 GG0796
 GG0796                          SUPERSEDED SURVEY CONTROL
 GG0796
 GG0796  NAD 83(1986)-  36 28 08.22261(N)    095 20 14.09982(W) AD(       ) 2
 GG0796  NAD 27      -  36 28 07.89522(N)    095 20 13.20249(W) AD(       ) 2
 GG0796  NGVD 29 (07/19/86)  247.2    (m)          811.     (f) VERT ANG       
 GG0796
 GG0796.Superseded values are not recommended for survey control.
 GG0796
 GG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0796.See file dsdata.pdf to determine how the superseded data were derived.
 GG0796
 GG0796_MARKER: DD = SURVEY DISK
 GG0796_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0796+WITH SETTING: INFORMATION.
 GG0796_STAMPING: ET LAZY 1968
 GG0796_MARK LOGO: USGS
 GG0796_PROJECTION: FLUSH
 GG0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0796
 GG0796  HISTORY     - Date     Condition        Report By
 GG0796  HISTORY     - 1968     MONUMENTED       USGS
 GG0796
 GG0796                          STATION DESCRIPTION
 GG0796
 GG0796'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0796'THE STATION IS LOCATED ABOUT 3.0 MI N. AND 5.0 MI W. OF ADAIR, T. 23
 GG0796'N., R. 18 E., NEAR THE S. QUARTER CORNER BETWEEN SECS. 13
 GG0796'AND 24, IN THE NE. CORNER OF OPEN FIELD, ON HIGH BLUFF
 GG0796'OVERLOOKING WILL ROGERS TURNPIKE TO NNE.
 GG0796'
 GG0796'TO REACH THE STATION FROM THE JUNCTION OF HWYS. 69 AND 28 IN
 GG0796'ADAIR, GO N. ALONG HWY. 69 FOR 3.3 MI TO CROSSROADS, TURN LEFT
 GG0796'(W.) AND GO 5.2 MI TO CROSSROADS, TURN LEFT (S.) AND GO 0.5 MI
 GG0796'TO FIELD ENTRANCE AND LOCKED GATE ON LEFT (E.) PASS THROUGH
 GG0796'GATE AND GO 0.6 MI ACROSS OPEN FIELD SE. AND N. TO NE. CORNER OF
 GG0796'FIELD AND HIGHEST GROUND AND STATION.
 GG0796'
 GG0796'THE STATION MARK IS APPROX. 200 FT SW. OF EDGE OF BLUFF, 133
 GG0796'FT SW. OF LONE 24 IN. BLACKJACK TREE, 51 FT WSW. OF FENCE.  STAMPED
 GG0796'ET LAZY 1968.
 GG0796'
 GG0796'REFERENCE MARK NO. 1 IS SE. OF THE STATION, 143 FT S. OF LONE
 GG0796'24-IN. BLACKJACK TREE, 3 FT WSW. OF FENCE.  STAMPED LAZY NO 1 1968.
 GG0796'
 GG0796'REFERENCE MARK NO. 2 IS NNE OF THE STATION, 74 FT SW. OF LONE 24
 GG0796'IN. BLACKJACK TREE, 54 FT WSW. OF FENCE, IN A DRILL HOLE,
 GG0796'CEMENTED IN PLACE, IN A FLAT ROCK OUTCROP.  STANDARD TABLET
 GG0796'STAMPED LAZY NO 2 1968.
 GG0796'
 GG0796'AZIMUTH MARK--NONE SET.
 GG0796'
 GG0796'REFERENCE AZIMUTH--NONE OBSERVED.
 GG0796'
 GG0796'STATION MARK AND REFERENCE MARK NO. 1 ARE FLUSH WITH THE GROUND,
 GG0796'STANDARD TABLETS CRIMPED ON 0.5 IN. COPPER COATED RODS CENTERED
 GG0796'IN 6 IN. DIAMETER TILES, 12 IN. LONG FILLED WITH GRAVEL TO
 GG0796'WITHIN 1 IN. OF CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6350 ***********************************************************************
 DR6350  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6350  DESIGNATION -  LBCTP2
 DR6350  PID         -  DR6350
 DR6350  STATE/COUNTY-  OK/ROGERS
 DR6350  COUNTRY     -  US
 DR6350  USGS QUAD   -  CATOOSA (2019)
 DR6350
 DR6350                         *CURRENT SURVEY CONTROL
 DR6350  ______________________________________________________________________
 DR6350* NAD 83(2011) POSITION- 36 12 33.32537(N) 095 44 35.00098(W)   ADJUSTED
 DR6350* NAD 83(2011) ELLIP HT-   151.603 (meters)        (09/17/20)   ADJUSTED
 DR6350* NAD 83(2011) EPOCH   -  2010.00
 DR6350* NAVD 88 ORTHO HEIGHT -   180.77  (meters)      593.1   (feet) GPS OBS
 DR6350  ______________________________________________________________________
 DR6350  GEOID HEIGHT    -        -29.160 (meters)                     GEOID18
 DR6350  NAD 83(2011) X  -   -515,591.529 (meters)                     COMP
 DR6350  NAD 83(2011) Y  - -5,126,576.956 (meters)                     COMP
 DR6350  NAD 83(2011) Z  -  3,747,041.124 (meters)                     COMP
 DR6350  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DR6350
 DR6350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6350  Standards:
 DR6350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6350  -------------------------------------------------------------------
 DR6350  NETWORK    0.56   1.18           0.24   0.22   0.60     -0.03988647
 DR6350  -------------------------------------------------------------------
 DR6350  Click here for local accuracies and other accuracy information.
 DR6350
 DR6350.The horizontal coordinates were established by GPS observations
 DR6350.and adjusted by the CITY OF TULSA in September 2020.
 DR6350
 DR6350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6350.been affixed to the stable North American tectonic plate. See 
 DR6350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6350
 DR6350.The horizontal coordinates are valid at the epoch date displayed above
 DR6350.which is a decimal equivalence of Year/Month/Day.
 DR6350
 DR6350.The orthometric height was determined by GPS observations and a
 DR6350.high-resolution geoid model using precise GPS observation and
 DR6350.processing techniques.
 DR6350
 DR6350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6350.GEOID18 height accuracy estimate available here.
 DR6350
 DR6350.Click photographs - Photos may exist for this station.
 DR6350
 DR6350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6350
 DR6350.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6350
 DR6350.The ellipsoidal height was determined by GPS observations
 DR6350.and is referenced to NAD 83.
 DR6350
 DR6350. The following values were computed from the NAD 83(2011) position.
 DR6350
 DR6350;                    North         East     Units Scale Factor Converg.
 DR6350;SPC OK N     -   136,529.466   802,926.146   MT  0.99994567   +1 19 54.9
 DR6350;SPC OK N     -   447,930.42  2,634,266.86   sFT  0.99994567   +1 19 54.9
 DR6350;UTM  15      - 4,010,647.191   253,400.981   MT  1.00034934   -1 37 16.5
 DR6350
 DR6350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6350!SPC OK N     -   0.99997621  x   0.99994567  =   0.99992188
 DR6350!UTM  15      -   0.99997621  x   1.00034934  =   1.00032554
 DR6350
 DR6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5340010647(NAD 83)
 DR6350
 DR6350                          SUPERSEDED SURVEY CONTROL
 DR6350
 DR6350.No superseded survey control is available for this station.
 DR6350
 DR6350_MARKER: DD = SURVEY DISK
 DR6350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6350_STAMPING: LBCTP2 2018
 DR6350_MARK LOGO: COTOK
 DR6350_PROJECTION: RECESSED 6 CENTIMETERS
 DR6350_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR6350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6350+STABILITY: SURFACE MOTION
 DR6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6350+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2021
 DR6350
 DR6350  HISTORY     - Date     Condition        Report By
 DR6350  HISTORY     - 20180630 MONUMENTED       COTOK
 DR6350  HISTORY     - 20210421 GOOD             COTOK
 DR6350
 DR6350                          STATION DESCRIPTION
 DR6350
 DR6350'DESCRIBED BY CITY OF TULSA 2018 (PAK)
 DR6350'LOCATED ABOUT 10.1 MI (16.2 KM) SOUTHWEST OF CLAREMORE, 7.1 MI (11.4
 DR6350'KM) EAST OF MINGO AND 1.4 MI (2.3 KM) NORTH OF CATOOSA.
 DR6350'OWNERSHIP--CITY OF TULSA. CONTACT THE C.O.T. SURVEY MANAGER AT
 DR6350'(918)596-9591 OR (918)596-7206 TO ARRANGE FOR ACCESS THE STATION.
 DR6350'
 DR6350'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 66 AND E PINE STREET
 DR6350'IN THE TOWN OF CATOOSA EAST ON SH 66 FOR 0.8 MI (1.3 KM), TURN LEFT ON
 DR6350'E DENBO ST AND PROCEED 0.3 MI (0.5 KM) TO S CHEROKEE STREET, TURN
 DR6350'RIGHT ON CHEROKEE STREET FOR 0.2 MI (0.3 KM), TURN LEFT ONTO W RICE
 DR6350'STREET AND CROSS OVER THE RAILROAD TRACKS TO THE FIRST TURN TO THE
 DR6350'RIGHT ONTO N FRISCO ROAD FOR 0.9 MI (1.4 KM), TURN RIGHT ONTO W 36TH
 DR6350'ST NORTH FOR 300 FT (91.4 M) TO THE ENTRANCE TO THE LOWER BIRD CREEK
 DR6350'WASTE WATER TREATMENT PLANT. YOU WILL NEED TO CHECK IN AT THE OFFICE
 DR6350'IF YOU ARE NOT ACCOMPANIED BY CITY OF TULSA PERSONNEL. THE STATION IS
 DR6350'ABOUT 800 FT (243.8 M) ALONG THE MAIN ROAD INSIDE THE PLANT NEAR A
 DR6350'SMALL STORAGE BUILDING.
 DR6350'
 DR6350'THE STATION IS A 2.5 INCH (6 CM) ALUMINUM C.O.T. SURVEY DISK SET ON
 DR6350'TOP OF A 4 FT (1.2 M) LONG REBAR. THE STATION IS 48.2 FT (14.7 M)
 DR6350'NORTHWEST OF A DROP INLET, 44.5 FT (13.6 M) SOUTHWEST OF A LIGHT POLE,
 DR6350'43 FT (13.1 M) EAST OF THE NORTHEAST CORNER OF SMALL STORAGE BUILDING,
 DR6350'19.9 FT (6.1 M) NORTH OF THE NORTHWEST CORNER OF A CONCRETE PAD, 8 FT
 DR6350'(2.4 M) WEST OF WEST EDGE OF DRIVE SET IN THE TOP OF A 12-IN (30 CM)
 DR6350'ROUND CONCRETE POST AND ABOUT 0.2 FT (6 CM) LOWER THAN THE GROUND.
 DR6350
 DR6350                          STATION RECOVERY (2021)
 DR6350
 DR6350'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 DR6350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0680 ***********************************************************************
 GG0680  DESIGNATION -  LEACH RESET
 GG0680  PID         -  GG0680
 GG0680  STATE/COUNTY-  OK/DELAWARE
 GG0680  COUNTRY     -  US
 GG0680  USGS QUAD   -  LEACH (2018)
 GG0680
 GG0680                         *CURRENT SURVEY CONTROL
 GG0680  ______________________________________________________________________
 GG0680* NAD 83(1997) POSITION- 36 13 48.53853(N) 094 55 14.34155(W)   ADJUSTED
 GG0680* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 GG0680  ______________________________________________________________________
 GG0680  GEOID HEIGHT    -        -28.756 (meters)                     GEOID18
 GG0680  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 GG0680  HORZ ORDER      -  FIRST
 GG0680
 GG0680.The horizontal coordinates were established by classical geodetic methods
 GG0680.and adjusted by the National Geodetic Survey in February 2000.
 GG0680
 GG0680.The orthometric height was scaled from a topographic map.
 GG0680
 GG0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0680.GEOID18 height accuracy estimate available here.
 GG0680
 GG0680.Click photographs - Photos may exist for this station.
 GG0680
 GG0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0680
 GG0680. The following values were computed from the NAD 83(1997) position.
 GG0680
 GG0680;                    North         East     Units Scale Factor Converg.
 GG0680;SPC OK N     -   140,878.522   876,775.182   MT  0.99994601   +1 49 02.2
 GG0680;SPC OK N     -   462,198.95  2,876,553.24   sFT  0.99994601   +1 49 02.2
 GG0680;UTM  15      - 4,011,186.164   327,390.883   MT  0.99996711   -1 08 07.6
 GG0680
 GG0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0680!SPC OK N     -   0.99994470  x   0.99994601  =   0.99989071
 GG0680!UTM  15      -   0.99994470  x   0.99996711  =   0.99991181
 GG0680
 GG0680:                Primary Azimuth Mark                     Grid Az
 GG0680:SPC OK N     -  LONG                                     071 20 38.3
 GG0680:UTM  15      -  LONG                                     074 17 48.1
 GG0680
 GG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2739011186(NAD 83)
 GG0680
 GG0680|---------------------------------------------------------------------|
 GG0680| PID    Reference Object                     Distance      Geod. Az  |
 GG0680|                                                           dddmmss.s |
 GG0680| CI1863 LEACH RM 1                           36.631 METERS 02826     |
 GG0680| GG0681 LONG                                APPROX.14.7 KM 0730940.5 |
 GG0680| CI1864 LEACH RM 2                           26.024 METERS 25628     |
 GG0680| CI1865 LEACH RM 3                           25.754 METERS 25643     |
 GG0680| CI1862 LEACH AZ MK                                        2770623.5 |
 GG0680|---------------------------------------------------------------------|
 GG0680
 GG0680                          SUPERSEDED SURVEY CONTROL
 GG0680
 GG0680  NAD 83(1993)-  36 13 48.53875(N)    094 55 14.34201(W) AD(       ) 1
 GG0680  NAD 83(1986)-  36 13 48.54904(N)    094 55 14.33211(W) AD(       ) 1
 GG0680  NAD 27      -  36 13 48.23500(N)    094 55 13.50000(W) AD(       ) 1
 GG0680
 GG0680.Superseded values are not recommended for survey control.
 GG0680
 GG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0680.See file dsdata.pdf to determine how the superseded data were derived.
 GG0680
 GG0680_MARKER: DS = TRIANGULATION STATION DISK
 GG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0680_STAMPING: LEACH 1939 1961
 GG0680_MARK LOGO: CGS
 GG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0680+STABILITY: SURFACE MOTION
 GG0680
 GG0680  HISTORY     - Date     Condition        Report By
 GG0680  HISTORY     - 1961     MONUMENTED       CGS
 GG0680  HISTORY     - 1970     GOOD             OKDH
 GG0680  HISTORY     - 1971     GOOD             NGS
 GG0680
 GG0680                          STATION DESCRIPTION
 GG0680
 GG0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0680'WHEN THIS STATION WAS RECOVERED IT WAS FOUND THAT THE SURFACE
 GG0680'STATION MARK AND R.M. NO. 2 HAD BEEN PUSHED OVER BY A
 GG0680'BULLDOZER.  THE AZIMUTH MARK HAD BEEN REMOVED BY ROAD IMPROVEMENT
 GG0680'AND WAS FOUND LYING ON TOP OF THE GROUND.  THE UNDERGROUND MARK
 GG0680'WAS RECOVERED IN GOOD CONDITION SO THE SURFACE MARK WAS
 GG0680'PLUMBED OVER THE UNDERGROUND MARK AND THE DATE 1961 WAS ADDED
 GG0680'TO THE STAMPING ON THE DISK.  R.M. NO. 2 WAS RESET AND THE DISK
 GG0680'RESTAMPED NO. 3 THE DISTANCE RECORDED FROM STATION TO R.M. NO.
 GG0680'3 WAS 84.47 FEET (25.746 METERS) AND IT WAS RESET IN THE IMMEDIATE
 GG0680'VICINITY OF ITS ORIGINAL LOCATION.
 GG0680'
 GG0680'A NEW AZIMUTH MARK WAS NOT ESTABLISHED NOR ANY ANGLES MEASURED
 GG0680'AT THIS TIME AS NO OBJECTS WERE VISABLE FROM THE GROUND.
 GG0680'
 GG0680'TO REACH THE STATION FROM LEACH, WHICH IS LOCATED 1 MILE EAST OF
 GG0680'1939 LOCATION, GO NORTH ON GRAVEL ROAD FOR 1.65 MILE TO A RANCH
 GG0680'HOUSE ON LEFT, TURN RIGHT THROUGH LOTS AND GO NORTHEAST ABOUT
 GG0680'0.2 MILE TO TOP OF HILL AND STATION.
 GG0680
 GG0680                          STATION RECOVERY (1970)
 GG0680
 GG0680'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (JWH)
 GG0680'LEACH 1939 AND 1961 RECOVERED IN GOOD CONDITION.
 GG0680'
 GG0680'SURFACE STATION AND R. M. NO. 1 WERE LOCATED AND ARE IN GOOD
 GG0680'CONDITION.  THE DESCRIPTION FOR LOCATING IS ADEQUATE.
 GG0680
 GG0680                          STATION RECOVERY (1971)
 GG0680
 GG0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GG0680'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 3 WERE
 GG0680'RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 GG0680'CONDITION. THE AZIMUTH MARK WAS FOUND DESTROYED IN 1961.  NO
 GG0680'OBJECTS VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET
 GG0680'AT THE TIME OF THIS RECOVERY. SINCE THE DIRECTION WAS NOT OBSERVED
 GG0680'TO REFERENCE MARK NO. 3 IN 1961, OBSERVATIONS WERE MADE AT THIS
 GG0680'TIME. THE DISTANCES TO THE REFERENCE MARKS CHECKED.  THE TO
 GG0680'REACH THE STATION WAS FOUND ADEQUATE AND A NEW BRICK HOUSE HAS
 GG0680'BEEN BUILT JUST SOUTHEAST EAST OF THE GATE WHICH LEADS NORTHEAST TO
 GG0680'THE STATION.
 GG0680'
 GG0680'REFERENCE MARK NO. 1 IS 10 FEET WEST-SOUTHWEST OF A STUMP.
 GG0680'
 GG0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NE
 GG0680'OF LEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1039 ***********************************************************************
 EM1039  DESIGNATION -  LEBOS
 EM1039  PID         -  EM1039
 EM1039  STATE/COUNTY-  OK/HARMON
 EM1039  COUNTRY     -  US
 EM1039  USGS QUAD   -  HOLLIS (2018)
 EM1039
 EM1039                         *CURRENT SURVEY CONTROL
 EM1039  ______________________________________________________________________
 EM1039* NAD 83(1993) POSITION- 34 40 54.54948(N) 099 53 14.92234(W)   ADJUSTED
 EM1039* NAVD 88 ORTHO HEIGHT -   499.3   (meters)     1638.    (feet) VERTCON3
 EM1039  ______________________________________________________________________
 EM1039  GEOID HEIGHT    -        -28.005 (meters)                     GEOID18
 EM1039  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC18
 EM1039  HORZ ORDER      -  FIRST
 EM1039
 EM1039.The horizontal coordinates were established by classical geodetic methods
 EM1039.and adjusted by the National Geodetic Survey in November 1994.
 EM1039
 EM1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1039
 EM1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1039.GEOID18 height accuracy estimate available here.
 EM1039
 EM1039.Click photographs - Photos may exist for this station.
 EM1039
 EM1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1039
 EM1039. The following values were computed from the NAD 83(1993) position.
 EM1039
 EM1039;                    North         East     Units Scale Factor Converg.
 EM1039;SPC OK S     -   151,195.854   427,052.140   MT  0.99993739   -1 04 16.9
 EM1039;SPC OK S     -   496,048.40  1,401,086.90   sFT  0.99993739   -1 04 16.9
 EM1039;SPC TX N     - 1,076,845.245   347,764.067   MT  0.99999278   +0 56 04.3
 EM1039;SPC TX N     - 3,532,949.77  1,140,955.94   sFT  0.99999278   +0 56 04.3
 EM1039;UTM  14      - 3,838,117.244   418,702.737   MT  0.99968146   -0 30 18.1
 EM1039
 EM1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1039!SPC OK S     -   0.99992602  x   0.99993739  =   0.99986341
 EM1039!SPC TX N     -   0.99992602  x   0.99999278  =   0.99991880
 EM1039!UTM  14      -   0.99992602  x   0.99968146  =   0.99960750
 EM1039
 EM1039:                Primary Azimuth Mark                     Grid Az
 EM1039:SPC OK S     -  LEBOS AZ MK                              092 24 34.4
 EM1039:SPC TX N     -  LEBOS AZ MK                              090 24 13.2
 EM1039:UTM  14      -  LEBOS AZ MK                              091 50 35.6
 EM1039
 EM1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1870238117(NAD 83)
 EM1039
 EM1039|---------------------------------------------------------------------|
 EM1039| PID    Reference Object                     Distance      Geod. Az  |
 EM1039|                                                           dddmmss.s |
 EM1039| CX8505 LEBOS AZ MK                                        0912017.5 |
 EM1039| EM1031 GOULD MUNICIPAL TANK                APPROX.10.8 KM 0963550.4 |
 EM1039| CX8506 LEBOS RM 1                           28.818 METERS 18000     |
 EM1039| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX. 2.1 KM 2635755.9 |
 EM1039| EM1040 HOLLIS WEST MUNICIPAL TANK          APPROX. 3.2 KM 2711335.6 |
 EM1039| CX8507 LEBOS RM 2                           23.527 METERS 27303     |
 EM1039| CX8508 LEBOS RM 3                           23.903 METERS 27339     |
 EM1039|---------------------------------------------------------------------|
 EM1039
 EM1039                          SUPERSEDED SURVEY CONTROL
 EM1039
 EM1039  NAD 83(1986)-  34 40 54.55485(N)    099 53 14.91468(W) AD(       ) 1
 EM1039  NAD 27      -  34 40 54.32900(N)    099 53 13.55200(W) AD(       ) 1
 EM1039  NGVD 29 (07/19/86)  499.1    (m)         1637.     (f) VERT ANG       
 EM1039
 EM1039.Superseded values are not recommended for survey control.
 EM1039
 EM1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1039.See file dsdata.pdf to determine how the superseded data were derived.
 EM1039
 EM1039_MARKER: DS = TRIANGULATION STATION DISK
 EM1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1039_STAMPING: LEBOS 1948
 EM1039_MARK LOGO: CGS
 EM1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1039+STABILITY: SURFACE MOTION
 EM1039
 EM1039  HISTORY     - Date     Condition        Report By
 EM1039  HISTORY     - 1948     MONUMENTED       CGS
 EM1039  HISTORY     - 1961     GOOD             CGS
 EM1039  HISTORY     - 1963     GOOD             CGS
 EM1039  HISTORY     - 1986     GOOD             DMA
 EM1039
 EM1039                          STATION DESCRIPTION
 EM1039
 EM1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1039'THE STATION IS LOCATED ABOUT 7 MILES WEST OF GOULD, ABOUT 2
 EM1039'MILES EAST OF HOLLIS AND IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EM1039'62.  IT IS SITUATED 45 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EM1039'5 FEET SOUTHEAST OF A REFERENCE POST AND 4 FEET SOUTH OF THE
 EM1039'FENCE LINE.  THE DISK IS STAMPED LEBOS 1948 AND PROJECTS 3
 EM1039'INCHES.
 EM1039'
 EM1039'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 EM1039'60 FEET WEST-NORTHWEST OF A HOUSE AND 1 FOOT WEST OF A TELEPHONE
 EM1039'POLE.  THE DISK IS STAMPED LEBOS NO 1 1948 AND IS SET FLUSH WITH
 EM1039'THE SURFACE OF THE GROUND.
 EM1039'
 EM1039'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE FENCE LINE.  THE
 EM1039'DISK IS STAMPED LEBOS NO 2 1948 AND PROJECTS 2 INCHES.
 EM1039'
 EM1039'THE AZIMUTH MARK IS LOCATED JUST WEST OF A CROSSROAD AND IS SET
 EM1039'FLUSH IN THE SOUTH HEAD-WALL OF A CONCRETE CULVERT.  THE DISK
 EM1039'IS STAMPED LEBOS 1948.
 EM1039'
 EM1039'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 EM1039'U.S. HIGHWAY 62 AND STATE ROUTE 30 IN HOLLIS, GO EAST ON
 EM1039'U.S. HIGHWAY 62 FOR 1.45 MILES TO A HOUSE ON THE RIGHT AND THE
 EM1039'STATION ON THE LEFT AS DESCRIBED.  CONTINUE ON THE HIGHWAY
 EM1039'(EAST) FOR 0.6 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 EM1039'AS DESCRIBED.
 EM1039'
 EM1039'A 4 FOOT SIGNAL AT DAY 1923 IS VISIBLE AT 4 FEET.
 EM1039'
 EM1039'A 4 FOOT SIGNAL AT GOULD 1923 IS VISIBLE AT 4 FEET.
 EM1039
 EM1039                          STATION RECOVERY (1961)
 EM1039
 EM1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1039'THE STATION MARK, R.M. 1 AND THE AZIMUTH WERE RECOVERED IN
 EM1039'APPARENT GOOD CONDITION.  A WATER PIPELINE HAD BEEN BURIED VERY
 EM1039'CLOSE TO THE STATION MARK, WITH THE POSSIBILITY THAT IT HAD BEEN
 EM1039'SLIGHTLY DISPLACED.  THE MEASURED DISTANCE TO R.M. 1 WAS 0.12 OF
 EM1039'A FOOT LONGER THAN THE ORIGINAL MEASUREMENT AND R.M. 2 HAD BEEN
 EM1039'DUG OUT AND WAS LYING ON THE SURFACE.  THE ANGLE TO R.M. 1
 EM1039'COULD NOT BE CHECKED WITHIN 8 MINUTES.  COMPLETE NEW
 EM1039'DESCRIPTION FOLLOWS.
 EM1039'
 EM1039'THE STATION IS LOCATED ABOUT 7 MILES WEST OF GOULD AND 2 MILES
 EM1039'EAST OF HOLLIS, ON THE NORTH SIDE AND WITHIN THE RIGHT-OF-WAY OF
 EM1039'U.S. HIGHWAY 62.
 EM1039'
 EM1039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM1039'STATE HIGHWAY 30 IN HOLLIS, GO EASTERLY ON U.S. HIGHWAY 62 FOR 1.45
 EM1039'MILES TO THE STATION ON THE LEFT.
 EM1039'
 EM1039'THE STATION MARK IS A STANDARD DISK STAMPED LEBOS
 EM1039'1948, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 EM1039'IT IS 46 FEET NORTH OF THE CENTER OF THE HIGHWAY, 21.3 FEET EAST
 EM1039'OF THE CENTER OF A WATER DEPARTMENT MANHOLE COVER AND 2.4 FEET
 EM1039'SOUTH OF A WITNESS POST.
 EM1039'
 EM1039'R.M. 1 IS A STANDARD DISK STAMPED LEBOS NO 1 1948, SET IN A
 EM1039'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS IN THE
 EM1039'CENTER OF A MOUND OF EARTH ABOUT SIX FEET IN DIAMETER AND A FOOT
 EM1039'HIGH.  IT IS 48 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 15
 EM1039'FEET EAST OF THE CENTER OF A DIRT DRIVEWAY TO OUTBUILDINGS OF
 EM1039'A BURNED DWELLING.
 EM1039'
 EM1039'R.M. 3 IS A STANDARD DISK STAMPED LEBOS NO 3 1961, SET IN
 EM1039'A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 EM1039'79.0 FEET WEST OF A WITNESS POST AND 57 FEET WEST OF A MANHOLE
 EM1039'COVER.
 EM1039'
 EM1039'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEBOS 1948, CEMENTED
 EM1039'IN THE SOUTH HEADWALL OF A CONCRETE CULVERT BENEATH THE
 EM1039'HIGHWAY.  IT IS JUST WEST OF A DIRT CROSSROAD, AND IS ON
 EM1039'THE SOUTH SIDE OF U.S. HIGHWAY 62.  TO REACH THE AZIMUTH MARK
 EM1039'FROM THE STATION, GO EAST ON U.S. HIGHWAY 62 FOR 0.6 MILE TO THE
 EM1039'MARK ON THE RIGHT.
 EM1039
 EM1039                          STATION RECOVERY (1963)
 EM1039
 EM1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1039'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 EM1039'DESCRIBED IN THE 1961 DESCRIPTION.  IT IS IN THE SW 1/4 OF SEC.
 EM1039'36, T. 3 N., R. 26 W.  THE DESCRIPTION TO REACH IS ADEQUATE.
 EM1039
 EM1039                          STATION RECOVERY (1986)
 EM1039
 EM1039'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 EM1039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0734 ***********************************************************************
 GH0734  DESIGNATION -  LEBRON
 GH0734  PID         -  GH0734
 GH0734  STATE/COUNTY-  OK/LOGAN
 GH0734  COUNTRY     -  US
 GH0734  USGS QUAD   -  ORLANDO WEST (2018)
 GH0734
 GH0734                         *CURRENT SURVEY CONTROL
 GH0734  ______________________________________________________________________
 GH0734* NAD 83(1993) POSITION- 36 08 49.02815(N) 097 29 48.71395(W)   ADJUSTED
 GH0734* NAVD 88 ORTHO HEIGHT -   359.43  (+/-2cm)     1179.2   (feet) VERTCON3
 GH0734  ______________________________________________________________________
 GH0734  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 GH0734  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 GH0734  HORZ ORDER      -  THIRD
 GH0734  VERT ORDER      -  THIRD ? (See Below)
 GH0734
 GH0734.The horizontal coordinates were established by classical geodetic methods
 GH0734.and adjusted by the National Geodetic Survey in November 1994.
 GH0734
 GH0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0734
 GH0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0734.GEOID18 height accuracy estimate available here.
 GH0734
 GH0734.The vertical order pertains to the NGVD 29 superseded value.
 GH0734
 GH0734.Click photographs - Photos may exist for this station.
 GH0734
 GH0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0734
 GH0734. The following values were computed from the NAD 83(1993) position.
 GH0734
 GH0734;                    North         East     Units Scale Factor Converg.
 GH0734;SPC OK N     -   127,374.909   645,277.524   MT  0.99994547   +0 17 48.9
 GH0734;SPC OK N     -   417,895.85  2,117,048.01   sFT  0.99994547   +0 17 48.9
 GH0734;UTM  14      - 4,001,294.247   635,226.961   MT  0.99982531   +0 53 12.4
 GH0734
 GH0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0734!SPC OK N     -   0.99994799  x   0.99994547  =   0.99989346
 GH0734!UTM  14      -   0.99994799  x   0.99982531  =   0.99977331
 GH0734
 GH0734:                Primary Azimuth Mark                     Grid Az
 GH0734:SPC OK N     -  LEBRON AZ MK                             002 38 52.9
 GH0734:UTM  14      -  LEBRON AZ MK                             002 03 29.4
 GH0734
 GH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3522601294(NAD 83)
 GH0734
 GH0734|---------------------------------------------------------------------|
 GH0734| PID    Reference Object                     Distance      Geod. Az  |
 GH0734|                                                           dddmmss.s |
 GH0734| CL4740 LEBRON AZ MK                                       0025641.8 |
 GH0734| GH0736 ORLANDO MUNICIPAL STANDPIPE         APPROX.10.9 KM 0871908.1 |
 GH0734| CL4741 LEBRON RM 1                          16.752 METERS 08838     |
 GH0734| GH0728 ORLANDO CONTL OIL RADIO MAST        APPROX.11.3 KM 0904105.6 |
 GH0734| CL4742 LEBRON RM 2                          21.510 METERS 18141     |
 GH0734| GH0783 MARSHALL FARMERS COOP ELEV          APPROX.11.8 KM 2731945.6 |
 GH0734| GH0782 MARSHALL MUNICIPAL TANK             APPROX.11.7 KM 2740738.1 |
 GH0734|---------------------------------------------------------------------|
 GH0734
 GH0734                          SUPERSEDED SURVEY CONTROL
 GH0734
 GH0734  NAD 83(1986)-  36 08 49.03553(N)    097 29 48.70031(W) AD(       ) 3
 GH0734  NAD 27      -  36 08 48.89229(N)    097 29 47.53994(W) AD(       ) 3
 GH0734  NGVD 29             359.29   (m)         1178.8    (f) LEVELING    3  
 GH0734
 GH0734.Superseded values are not recommended for survey control.
 GH0734
 GH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0734.See file dsdata.pdf to determine how the superseded data were derived.
 GH0734
 GH0734_MARKER: DS = TRIANGULATION STATION DISK
 GH0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0734_STAMPING: LEBRON 1963
 GH0734_MARK LOGO: CGS
 GH0734_PROJECTION: FLUSH
 GH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0734+STABILITY: SURFACE MOTION
 GH0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0734+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 GH0734
 GH0734  HISTORY     - Date     Condition        Report By
 GH0734  HISTORY     - 1963     MONUMENTED       CGS
 GH0734  HISTORY     - 20120614 GOOD             INDIV
 GH0734
 GH0734                          STATION DESCRIPTION
 GH0734
 GH0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0734'STATION IS ON THE WEST SIDE OF A NORTH-SOUTH SECTION LINE ROAD,
 GH0734'ABOUT 15 MILES SOUTHWEST OF PERRY, 7 MILES EAST OF MARSHALL
 GH0734'AND 6-1/2 WEST OF ORLANDO.
 GH0734'
 GH0734'TO REACH FROM THE POST OFFICE IN ORLANDO, GO SOUTH ON U.S.
 GH0734'HIGHWAY 77 FOR 0.25 MILE TO A CROSS ROAD.  TURN RIGHT AND
 GH0734'GO WEST ON GRADED ROAD FOR 6.6 MILES TO A CROSS ROAD.  TURN
 GH0734'RIGHT AND GO NORTH FOR 0.15 MILE TO THE STATION ON THE LEFT.
 GH0734'TO REACH THE AZIMUTH MARK, CONTINUE AHEAD, NORTH, ON GRADED
 GH0734'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GH0734'
 GH0734'STATION MARK IS A STANDARD DISK, STAMPED LEBRON 1963, SET IN
 GH0734'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0734'GROUND SURFACE.  IT IS 29 FEET WEST OF THE CENTERLINE OF THE
 GH0734'GRADED ROAD, 13 FEET NORTH OF A POWER LINE POLE, 4.2 FEET SOUTH
 GH0734'OF A WITNESS POST AND 2.5 FEET EAST OF A FENCE.
 GH0734'
 GH0734'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEBRON NO 1 1963,
 GH0734'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0734'GROUND SURFACE.  IT IS 26 FEET EAST OF THE CENTERLINE OF THE
 GH0734'GRADED ROAD, 59 FEET EAST-NORTHEAST OF THE POWER LINE POLE, 2.5
 GH0734'FEET WEST OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GH0734'
 GH0734'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEBRON NO 2 1963,
 GH0734'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 GH0734'INCH.  IT IS 58 FEET SOUTH OF THE POWER LINE POLE, 29 FEET WEST
 GH0734'OF THE CENTERLINE OF THE GRADED ROAD, 1.5 FEET EAST OF A
 GH0734'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0734'
 GH0734'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEBRON 1963, SET
 GH0734'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0734'GROUND SURFACE.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE
 GH0734'GRADED ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF
 GH0734'A FENCE.
 GH0734
 GH0734                          STATION RECOVERY (2012)
 GH0734
 GH0734'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 GH0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0716 ***********************************************************************
 EM0716  DESIGNATION -  LEE 2
 EM0716  PID         -  EM0716
 EM0716  STATE/COUNTY-  OK/COTTON
 EM0716  COUNTRY     -  US
 EM0716  USGS QUAD   -  RANDLETT (2019)
 EM0716
 EM0716                         *CURRENT SURVEY CONTROL
 EM0716  ______________________________________________________________________
 EM0716* NAD 83(1993) POSITION- 34 11 09.05579(N) 098 23 07.31565(W)   ADJUSTED
 EM0716* NAVD 88 ORTHO HEIGHT -   320.9   (meters)     1053.    (feet) VERTCON3
 EM0716  ______________________________________________________________________
 EM0716  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 EM0716  LAPLACE CORR    -          5.33  (seconds)                    DEFLEC18
 EM0716  HORZ ORDER      -  SECOND
 EM0716
 EM0716.The horizontal coordinates were established by classical geodetic methods
 EM0716.and adjusted by the National Geodetic Survey in November 1994.
 EM0716
 EM0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0716
 EM0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0716.GEOID18 height accuracy estimate available here.
 EM0716
 EM0716.Click photographs - Photos may exist for this station.
 EM0716
 EM0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0716
 EM0716. The following values were computed from the NAD 83(1993) position.
 EM0716
 EM0716;                    North         East     Units Scale Factor Converg.
 EM0716;SPC OK S     -    94,631.691   564,477.324   MT  0.99995996   -0 13 07.5
 EM0716;SPC OK S     -   310,470.81  1,851,956.02   sFT  0.99995996   -0 13 07.5
 EM0716;SPC TXNC     - 2,279,378.625   610,568.090   MT  1.00006851   +0 03 45.1
 EM0716;SPC TXNC     - 7,478,261.37  2,003,172.14   sFT  1.00006851   +0 03 45.1
 EM0716;UTM  14      - 3,782,933.532   556,636.660   MT  0.99963954   +0 20 43.3
 EM0716
 EM0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0716!SPC OK S     -   0.99995378  x   0.99995996  =   0.99991374
 EM0716!SPC TXNC     -   0.99995378  x   1.00006851  =   1.00002228
 EM0716!UTM  14      -   0.99995378  x   0.99963954  =   0.99959333
 EM0716
 EM0716:                Primary Azimuth Mark                     Grid Az
 EM0716:SPC OK S     -  LEE 2 AZ MK                              160 02 14.7
 EM0716:SPC TXNC     -  LEE 2 AZ MK                              159 45 22.1
 EM0716:UTM  14      -  LEE 2 AZ MK                              159 28 23.9
 EM0716
 EM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5663682933(NAD 83)
 EM0716
 EM0716|---------------------------------------------------------------------|
 EM0716| PID    Reference Object                     Distance      Geod. Az  |
 EM0716|                                                           dddmmss.s |
 EM0716| CX8510 LEE 2 AZ MK                                        1594907.2 |
 EM0716| CX8511 LEE 2 RM 1                           17.666 METERS 25119     |
 EM0716| CX8512 LEE 2 RM 2                           35.689 METERS 32857     |
 EM0716|---------------------------------------------------------------------|
 EM0716
 EM0716                          SUPERSEDED SURVEY CONTROL
 EM0716
 EM0716  NAD 83(1986)-  34 11 09.05959(N)    098 23 07.30201(W) AD(       ) 2
 EM0716  NAD 27      -  34 11 08.72900(N)    098 23 06.11600(W) AD(       ) 2
 EM0716  NGVD 29 (07/19/86)  320.8    (m)         1052.     (f) VERT ANG       
 EM0716
 EM0716.Superseded values are not recommended for survey control.
 EM0716
 EM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0716.See file dsdata.pdf to determine how the superseded data were derived.
 EM0716
 EM0716_MARKER: DS = TRIANGULATION STATION DISK
 EM0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0716_STAMPING: LEE 2 1948
 EM0716_MARK LOGO: CGS
 EM0716_PROJECTION: FLUSH
 EM0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0716+STABILITY: SURFACE MOTION
 EM0716
 EM0716  HISTORY     - Date     Condition        Report By
 EM0716  HISTORY     - 1948     MONUMENTED       CGS
 EM0716  HISTORY     - 1963     GOOD             CGS
 EM0716
 EM0716                          STATION DESCRIPTION
 EM0716
 EM0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0716'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-NORTHEAST OF THE
 EM0716'VILLAGE OF RANDLETT, AND 3.5 MILES WEST-NORTHWEST OF TAYLOR,
 EM0716'600 FEET WEST OF A GRADED ROAD, 46.0 FEET WEST-SOUTHWEST
 EM0716'OF THE SOUTHWEST CORNER OF A FARM HOUSE, AND 61.0 FEET SOUTHEAST
 EM0716'OF THE SOUTHEAST CORNER OF A GARAGE.  IT IS SET FLUSH WITH
 EM0716'THE GROUND AND IS STAMPED LEE 2 1948.
 EM0716'
 EM0716'REFERENCE MARK NO. 1 IS 58.0 FEET SOUTH OF THE SOUTHEAST CORNER
 EM0716'OF A GARAGE, 10.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT
 EM0716'NORTH OF A FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND
 EM0716'IS STAMPED LEE 2 NO 1 1948.
 EM0716'
 EM0716'REFERENCE MARK NO. 2 IS 30.0 FEET SOUTH-SOUTHWEST OF THE
 EM0716'SOUTHWEST CORNER OF A BUNK HOUSE, 14.0 FEET WEST OF A FENCE
 EM0716'CORNER AND 11.0 FEET NORTH-NORTHEAST OF THE CENTER OF A WIRE
 EM0716'GATE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED LEE 2
 EM0716'NO 2 1948.
 EM0716'
 EM0716'AZIMUTH MARK IS 32.0 FEET EAST OF THE CENTER OF A GRADED ROAD,
 EM0716'1.5 FEET EAST OF A WITNESS POST AND 1.0 FOOT NORTHWEST OF A
 EM0716'FENCE CORNER.  IT PROJECTS 6 INCHES AND IS STAMPED LEE 2 1948.
 EM0716'
 EM0716'TO REACH THE STATION FROM THE POST OFFICE IN RANDLETT, GO EAST
 EM0716'ON U.S. HIGHWAY NO. 70 FOR 0.5 MILE, TURN RIGHT, SOUTH, ON
 EM0716'U.S. HIGHWAY NO. 183 FOR 0.3 MILE, TURN LEFT, EAST, ON U.S.
 EM0716'HIGHWAY NO. 70, GRAVELED ROAD, AND GO 4.15 MILES TO A CROSSROAD,
 EM0716'TURN LEFT AND GO NORTH FOR 0.85 MILE TO A FARM LANE LEFT,
 EM0716'TURN LEFT INTO LANE AND GO WEST 0.1 MILE TO THE BACK OF A FARM
 EM0716'HOUSE AND THE STATION AS DESCRIBED.
 EM0716'
 EM0716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE
 EM0716'TO GRADED ROAD, TURN RIGHT, SOUTH, AND GO 0.35 MILE TO THE
 EM0716'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT TEMPLE IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT HASTINGS 1923 IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT TAYLOR IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT BYERS 1923 IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT THORNBERRY 1923 IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT GAMMILL 2 IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT RANDLETT IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT COOKIE IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'A 4 FOOT SIGNAL AT NEWSOME IS VISIBLE AT 37 FEET.
 EM0716'
 EM0716'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EM0716
 EM0716                          STATION RECOVERY (1963)
 EM0716
 EM0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0716'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0716'STATION MARK IS ABOUT 1 INCH BELOW GROUND SURFACE.
 EM0716'
 EM0716'R.M. NO. 1 IS 6 INCHES NORTH OF THE EAST-WEST FENCE AND ABOUT
 EM0716'2 INCHES BELOW SURFACE OF THE GROUND.  R.M. NO. 2 IS ABOUT
 EM0716'4 FEET WEST OF A BOARD FENCE AND PROJECTS 4 INCHES, THE FENCE
 EM0716'CORNER USED AS A REFERENCE TO THIS MARK IN 1948 HAS BEEN REMOVED.
 EM0716'
 EM0716'AZIMUTH MARK IS AT A GATE INTO CULTIVATED FIELD ABOUT 200
 EM0716'FEET NNW OF A FARM HOUSE, 1 FOOT NORTH OF A CORNER FENCE POST AND
 EM0716'PROJECTS ABOUT 4 INCHES.
 EM0716'
 EM0716'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 70, 277 AND 281
 EM0716'AT THE SOUTHEAST EDGE OF RANDLETT, GO EAST ON HIGHWAY 70 FOR
 EM0716'4.1 MILES TO CROSSROAD, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR
 EM0716'0.85 MILE TO A ROAD LEFT LEADING TO A FARM HOUSE, TURN LEFT AND
 EM0716'GO WEST FOR 0.1 MILE TO HOUSE AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0728 ***********************************************************************
 EL0728  DESIGNATION -  LEHIGH
 EL0728  PID         -  EL0728
 EL0728  STATE/COUNTY-  OK/COAL
 EL0728  COUNTRY     -  US
 EL0728  USGS QUAD   -  LEHIGH (2019)
 EL0728
 EL0728                         *CURRENT SURVEY CONTROL
 EL0728  ______________________________________________________________________
 EL0728* NAD 83(1993) POSITION- 34 27 58.70361(N) 096 12 54.88411(W)   ADJUSTED
 EL0728* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 EL0728  ______________________________________________________________________
 EL0728  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 EL0728  LAPLACE CORR    -         -8.49  (seconds)                    DEFLEC18
 EL0728  HORZ ORDER      -  THIRD
 EL0728
 EL0728.The horizontal coordinates were established by classical geodetic methods
 EL0728.and adjusted by the National Geodetic Survey in November 1994.
 EL0728
 EL0728.The orthometric height was scaled from a topographic map.
 EL0728
 EL0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0728.GEOID18 height accuracy estimate available here.
 EL0728
 EL0728.Click photographs - Photos may exist for this station.
 EL0728
 EL0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0728
 EL0728. The following values were computed from the NAD 83(1993) position.
 EL0728
 EL0728;                    North         East     Units Scale Factor Converg.
 EL0728;SPC OK S     -   127,122.463   763,959.027   MT  0.99993805   +1 00 47.0
 EL0728;SPC OK S     -   417,067.61  2,506,422.24   sFT  0.99993805   +1 00 47.0
 EL0728;UTM  14      - 3,817,380.548   755,788.793   MT  1.00040654   +1 34 36.5
 EL0728
 EL0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0728!SPC OK S     -   0.99997233  x   0.99993805  =   0.99991038
 EL0728!UTM  14      -   0.99997233  x   1.00040654  =   1.00037886
 EL0728
 EL0728:                Primary Azimuth Mark                     Grid Az
 EL0728:SPC OK S     -  FIELD                                    201 40 05.5
 EL0728:UTM  14      -  FIELD                                    201 06 16.0
 EL0728
 EL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5578817380(NAD 83)
 EL0728
 EL0728|---------------------------------------------------------------------|
 EL0728| PID    Reference Object                     Distance      Geod. Az  |
 EL0728|                                                           dddmmss.s |
 EL0728| EL0726 LEHIGH MUNICIPAL TANK               286.464 METERS 00144     |
 EL0728| CY1478 LEHIGH AZ MK                                       1750425.7 |
 EL0728| EL0727 FIELD                               APPROX. 5.7 KM 2024052.5 |
 EL0728| CY1479 LEHIGH RM 1                           7.147 METERS 20407     |
 EL0728| CY1480 LEHIGH RM 2                           8.125 METERS 29522     |
 EL0728|---------------------------------------------------------------------|
 EL0728
 EL0728                          SUPERSEDED SURVEY CONTROL
 EL0728
 EL0728  NAD 83(1986)-  34 27 58.70847(N)    096 12 54.87648(W) AD(       ) 3
 EL0728  NAD 27      -  34 27 58.37440(N)    096 12 53.88520(W) AD(       ) 3
 EL0728
 EL0728.Superseded values are not recommended for survey control.
 EL0728
 EL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0728.See file dsdata.pdf to determine how the superseded data were derived.
 EL0728
 EL0728_MARKER: DS = TRIANGULATION STATION DISK
 EL0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0728_STAMPING: LEHIGH 1955
 EL0728_MARK LOGO: CGS
 EL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0728+STABILITY: SURFACE MOTION
 EL0728
 EL0728  HISTORY     - Date     Condition        Report By
 EL0728  HISTORY     - 1955     MONUMENTED       CGS
 EL0728  HISTORY     - 1969     GOOD             DMA
 EL0728
 EL0728                          STATION DESCRIPTION
 EL0728
 EL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0728'THE STATION IS LOCATED AT THE SOUTH EDGE OF LEHIGH ON A LOW
 EL0728'RIDGE THAT PARALLELS U.S. HIGHWAY 75.
 EL0728'
 EL0728'TO REACH FROM THE U.S. POST OFFICE IN LEHIGH, GO SOUTH ON U.S.
 EL0728'HIGHWAY 75 FOR 0.35 MILE TO A BOARD GATE ON THE LEFT AT
 EL0728'MR. LEADERS MAILBOX.  TURN LEFT THROUGH THE GATE AND GO EAST
 EL0728'UP FARM DRIVEWAY FOR 0.15 MILE TO A FENCE LINE AT THE TOP
 EL0728'OF THE RIDGE.  TURN LEFT ALONG WEST SIDE OF FENCE LINE AND
 EL0728'GO 100 FEET TO THE STATION.
 EL0728'
 EL0728'THE STATION MARK IS A STANDARD DISK STAMPED LEHIGH 1955, SET
 EL0728'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL0728'4 INCHES.  IT IS 5 FEET WEST OF THE FENCE LINE, 6 FEET
 EL0728'WEST-NORTHWEST OF A WITNESS POST, AND 150 FEET NORTHWEST OF MR.
 EL0728'LEADERS HOME.
 EL0728'
 EL0728'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEHIGH NO
 EL0728'1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 EL0728'PROJECTS 2 INCHES.  IT IS ON THE WEST SLOPE OF THE RIDGE, 16 FEET
 EL0728'WEST OF THE FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 EL0728'
 EL0728'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEHIGH NO
 EL0728'2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 EL0728'PROJECTS 4 INCHES.  IT IS ON THE WEST SLOPE OF THE RIDGE, 30
 EL0728'FEET WEST OF THE FENCE LINE AND ABOUT 3 FEET LOWER THAN THE
 EL0728'STATION.
 EL0728'
 EL0728'THE AZIMUTH MARK IS LOCATED ALONG THE WEST SIDE OF U.S.
 EL0728'HIGHWAY 75.  THE MARK IS A STANDARD DISK STAMPED LEHIGH 1955, SET
 EL0728'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL0728'4 INCHES.  IT IS 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 EL0728'2 FEET NORTH OF A HIGHWAY RIGHT OF WAY MARKER, AND 18 INCHES
 EL0728'EAST OF A FENCE LINE.  TO REACH FROM THE U.S. POST OFFICE IN
 EL0728'LEHIGH, GO EAST ON U.S. HIGHWAY 75 FOR 0.85 MILE TO THE AZIMUTH
 EL0728'MARK ON THE RIGHT.
 EL0728
 EL0728                          STATION RECOVERY (1969)
 EL0728
 EL0728'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0728'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 EL0728'DESCRIBED.  A THOUROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK AND IT
 EL0728'IS BELIEVED TO BE DESTROYED.
 EL0728'
 EL0728'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EL0728'
 EL0728'TO REACH THE STATION FROM THE POST OFFICE IN LEHIGH, OKLAHOMA, GO
 EL0728'SOUTH ON US HIGHWAY 75/STATE HIGHWAY 3 FOR 0.15 MILE TO A PAVED ROAD
 EL0728'LEFT (EAST).  TURN LEFT AND PROCEED UPHILL FOR 0.15 MILE TO AN
 EL0728'INTERSECTION.  TURN RIGHT, ON GRAVEL ROAD, AND PROCEED FOR 0.15
 EL0728'MILE TO THE STATION, IN CENTER OF FIELD APPROXIMATELY 200 FEET
 EL0728'WEST OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0726 ***********************************************************************
 EL0726  DESIGNATION -  LEHIGH MUNICIPAL TANK
 EL0726  PID         -  EL0726
 EL0726  STATE/COUNTY-  OK/COAL
 EL0726  COUNTRY     -  US
 EL0726  USGS QUAD   -  LEHIGH (2019)
 EL0726
 EL0726                         *CURRENT SURVEY CONTROL
 EL0726  ______________________________________________________________________
 EL0726* NAD 83(1993) POSITION- 34 28 07.99584(N) 096 12 54.54381(W)   ADJUSTED
 EL0726  ______________________________________________________________________
 EL0726  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 EL0726  LAPLACE CORR    -         -8.45  (seconds)                    DEFLEC18
 EL0726  HORZ ORDER      -  THIRD
 EL0726
 EL0726.The horizontal coordinates were established by classical geodetic methods
 EL0726.and adjusted by the National Geodetic Survey in November 1994.
 EL0726
 EL0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0726.GEOID18 height accuracy estimate available here.
 EL0726
 EL0726.Click photographs - Photos may exist for this station.
 EL0726
 EL0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0726
 EL0726. The following values were computed from the NAD 83(1993) position.
 EL0726
 EL0726;                    North         East     Units Scale Factor Converg.
 EL0726;SPC OK S     -   127,408.886   763,962.648   MT  0.99993796   +1 00 47.2
 EL0726;SPC OK S     -   418,007.32  2,506,434.12   sFT  0.99993796   +1 00 47.2
 EL0726;UTM  14      - 3,817,667.127   755,789.595   MT  1.00040655   +1 34 37.1
 EL0726
 EL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5578917667(NAD 83)
 EL0726
 EL0726                          SUPERSEDED SURVEY CONTROL
 EL0726
 EL0726  NAD 83(1986)-  34 28 08.00071(N)    096 12 54.53578(W) AD(       ) 3
 EL0726  NAD 27      -  34 28 07.67000(N)    096 12 53.54400(W) AD(       ) 3
 EL0726
 EL0726.Superseded values are not recommended for survey control.
 EL0726
 EL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0726.See file dsdata.pdf to determine how the superseded data were derived.
 EL0726
 EL0726_MARKER: 53 = ELEVATED TANK
 EL0726
 EL0726  HISTORY     - Date     Condition        Report By
 EL0726  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0726
 EL0726                          STATION DESCRIPTION
 EL0726
 EL0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0726'THE TANK IS LOCATED AT THE SOUTHEAST EDGE OF THE VILLAGE
 EL0726'OF LEHIGH, ABOUT 200 YARDS EAST OF HIGHWAY 75.
 EL0726'
 EL0726'THE TANK IS A LARGE STEEL TANK, PAINTED GRAY, MOUNTED ON
 EL0726'TOP OF A FOUR LEGGED STEEL STRUCTURE, AND IS ABOUT 75 FEET
 EL0726'HIGH.  THE TOP OF THE TANK IS CONICAL SHAPED AND HAS A
 EL0726'BALL ON TOP.  THE BALL ON TOP WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1082 ***********************************************************************
 EM1082  CBN         -  This is a Cooperative Base Network Control Station.
 EM1082  DESIGNATION -  LEIGH
 EM1082  PID         -  EM1082
 EM1082  STATE/COUNTY-  OK/STEPHENS
 EM1082  COUNTRY     -  US
 EM1082  USGS QUAD   -  NELLIE (2018)
 EM1082
 EM1082                         *CURRENT SURVEY CONTROL
 EM1082  ______________________________________________________________________
 EM1082* NAD 83(2011) POSITION- 34 35 39.75059(N) 098 04 27.05930(W)   ADJUSTED
 EM1082* NAD 83(2011) ELLIP HT-   326.321 (meters)        (06/27/12)   ADJUSTED
 EM1082* NAD 83(2011) EPOCH   -  2010.00
 EM1082* NAVD 88 ORTHO HEIGHT -   352.245 (meters)     1155.66  (feet) ADJUSTED
 EM1082  ______________________________________________________________________
 EM1082  GEOID HEIGHT    -        -25.911 (meters)                     GEOID18
 EM1082  NAD 83(2011) X  -   -738,284.800 (meters)                     COMP
 EM1082  NAD 83(2011) Y  - -5,204,268.791 (meters)                     COMP
 EM1082  NAD 83(2011) Z  -  3,601,100.313 (meters)                     COMP
 EM1082  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 EM1082  DYNAMIC HEIGHT  -        351.883 (meters)     1154.47  (feet) COMP
 EM1082  MODELED GRAVITY -    979,598.5   (mgal)                       NAVD 88
 EM1082
 EM1082  VERT ORDER      -  FIRST     CLASS II
 EM1082
 EM1082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1082  Standards:
 EM1082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1082  -------------------------------------------------------------------
 EM1082  NETWORK    2.34   4.82           1.01   0.90   2.46      0.01960929
 EM1082  -------------------------------------------------------------------
 EM1082  Click here for local accuracies and other accuracy information.
 EM1082
 EM1082.The horizontal coordinates were established by GPS observations
 EM1082.and adjusted by the National Geodetic Survey in June 2012.
 EM1082
 EM1082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1082.been affixed to the stable North American tectonic plate. See 
 EM1082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1082
 EM1082.The horizontal coordinates are valid at the epoch date displayed above
 EM1082.which is a decimal equivalence of Year/Month/Day.
 EM1082
 EM1082.The orthometric height was determined by differential leveling and
 EM1082.adjusted by the NATIONAL GEODETIC SURVEY
 EM1082.in August 1994.
 EM1082
 EM1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1082.GEOID18 height accuracy estimate available here.
 EM1082
 EM1082.Click photographs - Photos may exist for this station.
 EM1082
 EM1082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1082
 EM1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1082
 EM1082.The ellipsoidal height was determined by GPS observations
 EM1082.and is referenced to NAD 83.
 EM1082
 EM1082.The dynamic height is computed by dividing the NAVD 88
 EM1082.geopotential number by the normal gravity value computed on the
 EM1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM1082.degrees latitude (g = 980.6199 gals.).
 EM1082
 EM1082.The modeled gravity was interpolated from observed gravity values.
 EM1082
 EM1082. The following values were computed from the NAD 83(2011) position.
 EM1082
 EM1082;                    North         East     Units Scale Factor Converg.
 EM1082;SPC OK S     -   139,881.438   593,195.145   MT  0.99993596   -0 02 31.6
 EM1082;SPC OK S     -   458,927.68  1,946,174.40   sFT  0.99993596   -0 02 31.6
 EM1082;UTM  14      - 3,828,451.774   584,898.422   MT  0.99968884   +0 31 32.4
 EM1082
 EM1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1082!SPC OK S     -   0.99994878  x   0.99993596  =   0.99988474
 EM1082!UTM  14      -   0.99994878  x   0.99968884  =   0.99963763
 EM1082
 EM1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8489828451(NAD 83)
 EM1082
 EM1082                          SUPERSEDED SURVEY CONTROL
 EM1082
 EM1082  NAD 83(2007)-  34 35 39.75056(N)    098 04 27.05990(W) AD(2002.00) 0
 EM1082  ELLIP H (02/10/07)  326.331  (m)                       GP(2002.00)    
 EM1082  ELLIP H (04/16/01)  326.356  (m)                       GP(       ) 4 2
 EM1082  NAD 83(1993)-  34 35 39.75046(N)    098 04 27.06006(W) AD(       ) B
 EM1082  ELLIP H (05/09/94)  326.403  (m)                       GP(       ) 4 2
 EM1082  NAD 83(1986)-  34 35 39.75553(N)    098 04 27.04504(W) AD(       ) 1
 EM1082  NAVD 88             352.24   (m)         1155.6    (f) LEVELING    3  
 EM1082  NAVD 88 (05/09/94)  352.2    (m)  GEOID93  model used  GPS OBS        
 EM1082  NGVD 29 (12/08/88)  352.3    (m)  RAPSU86  model used  GPS OBS        
 EM1082
 EM1082.Superseded values are not recommended for survey control.
 EM1082
 EM1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1082.See file dsdata.pdf to determine how the superseded data were derived.
 EM1082
 EM1082_MARKER: DH = HORIZONTAL CONTROL DISK
 EM1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1082_STAMPING: LEIGH 1988
 EM1082_MARK LOGO: NGS
 EM1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1082+STABILITY: SURFACE MOTION
 EM1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1082+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1994
 EM1082
 EM1082  HISTORY     - Date     Condition        Report By
 EM1082  HISTORY     - 1988     MONUMENTED       NGS
 EM1082  HISTORY     - 1988     GOOD             NGS
 EM1082  HISTORY     - 19930407 GOOD             NGS
 EM1082  HISTORY     - 19940225 GOOD             NGS
 EM1082  HISTORY     - 20190910 MARK NOT FOUND   OKDOT
 EM1082
 EM1082                          STATION DESCRIPTION
 EM1082
 EM1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM1082'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 EM1082'NORTHWEST OF DUNCAN, 27.4 KM (17.0 MI) EAST OF LAWTON, ON THE NORTH
 EM1082'SIDE OF STATE HIGHWAY 7 AT TOP OF A RISE IN HIGHWAY.
 EM1082'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION, OKLAHOMA CITY OK,
 EM1082'PHONE, 405-521-2554.
 EM1082'
 EM1082'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 7 AND
 EM1082'INTERSTATE HIGHWAY 44 IN SOUTHEAST LAWTON, GO EAST ON STATE HIGHWAY
 EM1082'7 FOR 15.1 KM (9.4 MI) TO A CROSSROAD, STATE HIGHWAY 65.  CONTINUE
 EM1082'EAST FOR 11.3 KM (7.0 MI) TO A CROSSROAD.  CONTINUE AHEAD FOR 1.4
 EM1082'KM (0.85 MI) TO THE STATION ON THE LEFT JUST SOUTH OF A RIGHT-OF-
 EM1082'WAY FENCE.
 EM1082'
 EM1082'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---LEIGH
 EM1082'1988---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON THE
 EM1082'SIDE AND FLUSH WITH THE GROUND.  LOCATED
 EM1082'0.00 METERS (00.0 FT) NORTH FROM
 EM1082'CENTER OF STATE HIGHWAY 7 AND
 EM1082'0.1 METER (0.2 FT) SOUTH FROM A FIBERGLASS WITNESS POST IN A
 EM1082'FENCELINE.
 EM1082'
 EM1082'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM1082'
 EM1082'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1082'
 EM1082'DESCRIBED BY D.A. BOWLING.
 EM1082
 EM1082                          STATION RECOVERY (1988)
 EM1082
 EM1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EM1082'RECOVERED IN GOOD CONDITION.
 EM1082
 EM1082                          STATION RECOVERY (1993)
 EM1082
 EM1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EM1082'NOTE--STATION SITE IS IN MIDDLE OF PROPOSED MEDIAN WHEN HIGHWAY IS
 EM1082'FOUR-LANED IN THE NEXT FEW YEARS.  STATION MAY BE DESTROYED.
 EM1082'STATION IS LOCATED ABOUT 30 KM (18.65 MI) EAST OF LAWTON, 15 KM
 EM1082'(9.30 MI) NORTHWEST OF DUNCAN, ALONG STATE HIGHWAY 7, ON THE CURRENT
 EM1082'RIGHT-OF-WAY EDGE, ALONG A LINE OF UTILITY POLES. OWNERSHIP--OKLAHOMA
 EM1082'DEPARTMENT OF TRANSPORTATION.
 EM1082'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 44
 EM1082'AND STATE HIGHWAY 7 ON THE SOUTHEAST SIDE OF LAWTON (EXIT 36A), GO
 EM1082'EAST ON HIGHWAY 7 FOR 15.31 KM (9.50 MI) TO THE INTERSECTION OF STATE
 EM1082'HIGHWAY 65.  CONTINUE AHEAD FOR 11.34 KM (7.05 MI) TO A PAVED
 EM1082'CROSSROAD AND STORE ON THE RIGHT.  CONTINUE AHEAD FOR 1.39 KM
 EM1082'(0.85 MI) TO HIGH GROUND AND STATION ON THE LEFT.
 EM1082'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 EM1082'BELOW GROUND.  IT IS 19.6 M (64.3 FT) NORTH OF, AND LEVEL WITH THE
 EM1082'HIGHWAY CENTER, 1.0 M (3.3 FT) EAST OF AN ORANGE FIBERGLASS WITNESS
 EM1082'POST, 1.3 M (4.3 FT) EAST OF A LEANING CONCRETE RIGHT-OF-WAY POST,
 EM1082'33.6 M (110.2 FT) WEST OF A UTILITY POLE, AND 55.8 M (183.1 FT) EAST
 EM1082'OF A UTILITY POLE.
 EM1082
 EM1082                          STATION RECOVERY (1994)
 EM1082
 EM1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EM1082'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EM1082'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EM1082'HIGHWAY 81, THENCE 9.9 KM (6.15 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EM1082'225.0 M (738.2 FT) WEST OF THE CENTER OF A PAVED ROAD, 35.2 M
 EM1082'(115.5 FT) SOUTH OF A FENCE, 19.6 M (64.3 FT) NORTH OF THE HIGHWAY
 EM1082'CENTERLINE (WILL BE THE EASTBOUND LANES WHEN CONSTRUCTION IS
 EM1082'COMPLETED), 1.3 M (4.3 FT) EAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 EM1082'0.9 M (3.0 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL
 EM1082'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 EM1082
 EM1082                          STATION RECOVERY (2019)
 EM1082
 EM1082'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (MC)
 EM1082'NOT FOUND.  PROBABLY DESTROYED BY HIGHWAY RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1083 ***********************************************************************
 GK1083  DESIGNATION -  LEIRLE
 GK1083  PID         -  GK1083
 GK1083  STATE/COUNTY-  OK/BEAVER
 GK1083  COUNTRY     -  US
 GK1083  USGS QUAD   -  BALKO (2018)
 GK1083
 GK1083                         *CURRENT SURVEY CONTROL
 GK1083  ______________________________________________________________________
 GK1083* NAD 83(1997) POSITION- 36 43 04.12203(N) 100 44 10.32862(W)   ADJUSTED
 GK1083* NAVD 88 ORTHO HEIGHT -   857.3   (meters)     2813.    (feet) VERTCON3
 GK1083  ______________________________________________________________________
 GK1083  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 GK1083  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 GK1083  HORZ ORDER      -  FIRST
 GK1083  VERT ORDER      -  THIRD ? (See Below)
 GK1083
 GK1083.The horizontal coordinates were established by classical geodetic methods
 GK1083.and adjusted by the National Geodetic Survey in October 1998.
 GK1083
 GK1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1083
 GK1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1083.GEOID18 height accuracy estimate available here.
 GK1083
 GK1083.The vertical order pertains to the NGVD 29 superseded value.
 GK1083
 GK1083.Click photographs - Photos may exist for this station.
 GK1083
 GK1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1083
 GK1083. The following values were computed from the NAD 83(1997) position.
 GK1083
 GK1083;                    North         East     Units Scale Factor Converg.
 GK1083;SPC OK N     -   194,046.059   355,583.423   MT  0.99999145   -1 36 53.1
 GK1083;SPC OK N     -   636,632.78  1,166,609.95   sFT  0.99999145   -1 36 53.1
 GK1083;UTM  14      - 4,064,973.877   344,943.716   MT  0.99989620   -1 02 17.7
 GK1083
 GK1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1083!SPC OK N     -   0.99986975  x   0.99999145  =   0.99986120
 GK1083!UTM  14      -   0.99986975  x   0.99989620  =   0.99976596
 GK1083
 GK1083:                Primary Azimuth Mark                     Grid Az
 GK1083:SPC OK N     -  BEAVER MUNICIPAL WATER TANK              062 51 28.1
 GK1083:UTM  14      -  BEAVER MUNICIPAL WATER TANK              062 16 52.7
 GK1083
 GK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4494364973(NAD 83)
 GK1083
 GK1083|---------------------------------------------------------------------|
 GK1083| PID    Reference Object                     Distance      Geod. Az  |
 GK1083|                                                           dddmmss.s |
 GK1083| CK9261 LEIRLE RM 1                          21.348 METERS 01958     |
 GK1083| GK1077 FORGAN MUNICIPAL WATER TANK         APPROX.27.4 KM 0402501.7 |
 GK1083| GK1078 BEAVER MUNICIPAL WATER TANK         APPROX.21.5 KM 0611435.0 |
 GK1083| CK9260 LEIRLE AZ MK                                       0885111.8 |
 GK1083| CK9262 LEIRLE RM 2                          22.787 METERS 28732     |
 GK1083|---------------------------------------------------------------------|
 GK1083
 GK1083                          SUPERSEDED SURVEY CONTROL
 GK1083
 GK1083  NAD 83(1993)-  36 43 04.12376(N)    100 44 10.33067(W) AD(       ) 1
 GK1083  NAD 83(1986)-  36 43 04.12716(N)    100 44 10.32222(W) AD(       ) 1
 GK1083  NAD 27      -  36 43 04.03963(N)    100 44 08.76687(W) AD(       ) 1
 GK1083
 GK1083.Superseded values are not recommended for survey control.
 GK1083
 GK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1083.See file dsdata.pdf to determine how the superseded data were derived.
 GK1083
 GK1083_MARKER: DS = TRIANGULATION STATION DISK
 GK1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1083_STAMPING: LEIRLE 1934
 GK1083_MARK LOGO: CGS
 GK1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1083+STABILITY: SURFACE MOTION
 GK1083
 GK1083  HISTORY     - Date     Condition        Report By
 GK1083  HISTORY     - 1934     MONUMENTED       CGS
 GK1083  HISTORY     - 1958     GOOD             CGS
 GK1083
 GK1083                          STATION DESCRIPTION
 GK1083
 GK1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK1083'ABOUT 14 MILES SOUTHWEST OF BEAVER AND 10 MILES WEST OF SOUTH
 GK1083'OF FLORIS, NEAR NORTHWEST CORNER SEC. 19, T. 3 N., R. 22 E.,
 GK1083'ON LAND OWNED BY MRS. A. LEIRLE.  STATION IS ON THE SOUTHWESTERLY
 GK1083'OF TWO PROMINENT HILLS AT EDGE OF PLATEAU SOUTH OF BEAVER
 GK1083'RIVER, ABOUT 10 YARDS SOUTH OF UNGRADED SECTION-LINE ROAD,
 GK1083'AND 0.15 MILE EAST OF NORTHWEST CORNER SECTION 19.
 GK1083'
 GK1083'AZIMUTH MARK IS EAST OF STATION IN FENCE LINE ON SOUTH SIDE
 GK1083'OF ROAD ON FIRST SMALL HILL EAST OF STATION.
 GK1083'
 GK1083'REFERENCE MARK NO. 1, NORTHEAST OF STATION ON NORTH SIDE OF
 GK1083'EAST-AND-WEST ROAD.
 GK1083'
 GK1083'REFERENCE MARK NO. 2 IS NORTH OF WEST OF STATION IN FENCE
 GK1083'LINE ON SOUTH SIDE OF ROAD.
 GK1083'
 GK1083'STATION REACHED FROM LIBERAL BY U.S. HIGHWAY 83 SOUTH AND
 GK1083'EAST 11.8 MILES TO JUNCTION WITH U.S. HIGHWAY 64, GO EAST ON
 GK1083'HIGHWAY 64 FOR 9.0 MILES.  THENCE SOUTH 4.0 MILES.  THENCE
 GK1083'EAST 0.4 MILE.  THENCE SOUTH 8.1 MILES.  THENCE EAST 1.0 MILE.
 GK1083'THENCE SOUTH 3.0 MILES.  THENCE WEST 2.8 MILES.
 GK1083'
 GK1083'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 GK1083'CONCRETE MONUMENTS.
 GK1083'
 GK1083'HEIGHT OF LIGHT ABOVE STATION MARK - 10.0 METERS.
 GK1083
 GK1083                          STATION RECOVERY (1958)
 GK1083
 GK1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GK1083'REFERENCE TO LETTER DATED OCTOBER 11, 1958 FROM NATURAL GAS
 GK1083'PIPELINE COMPANY OF AMERICA, PERRYTON, TEXAS.
 GK1083'
 GK1083'AZIMUTH MARK WAS DESTROYED BY EQUIPMENT CLEARING THE RIGHT-OF-WAY
 GK1083'FOR THE CONSTRUCTION OF PIPELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0857 ***********************************************************************
 GG0857  DESIGNATION -  LENAPAH NORTH BASE
 GG0857  PID         -  GG0857
 GG0857  STATE/COUNTY-  OK/NOWATA
 GG0857  COUNTRY     -  US
 GG0857  USGS QUAD   -  ELLIOTT (2018)
 GG0857
 GG0857                         *CURRENT SURVEY CONTROL
 GG0857  ______________________________________________________________________
 GG0857* NAD 83(1997) POSITION- 36 52 33.06789(N) 095 38 05.52921(W)   ADJUSTED
 GG0857* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 GG0857  ______________________________________________________________________
 GG0857  GEOID HEIGHT    -        -29.557 (meters)                     GEOID18
 GG0857  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 GG0857  HORZ ORDER      -  FIRST
 GG0857
 GG0857.The horizontal coordinates were established by classical geodetic methods
 GG0857.and adjusted by the National Geodetic Survey in October 1998.
 GG0857
 GG0857.The orthometric height was scaled from a topographic map.
 GG0857
 GG0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0857.GEOID18 height accuracy estimate available here.
 GG0857
 GG0857.Click photographs - Photos may exist for this station.
 GG0857
 GG0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0857
 GG0857. The following values were computed from the NAD 83(1997) position.
 GG0857
 GG0857;                    North         East     Units Scale Factor Converg.
 GG0857;SPC OK N     -   210,708.481   810,849.748   MT  1.00002174   +1 23 44.8
 GG0857;SPC OK N     -   691,299.41  2,660,262.88   sFT  1.00002174   +1 23 44.8
 GG0857;UTM  15      - 4,084,342.102   265,155.728   MT  1.00027949   -1 34 54.7
 GG0857
 GG0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0857!SPC OK N     -   0.99996931  x   1.00002174  =   0.99999105
 GG0857!UTM  15      -   0.99996931  x   1.00027949  =   1.00024879
 GG0857
 GG0857:                Primary Azimuth Mark                     Grid Az
 GG0857:SPC OK N     -  HALSELL                                  101 13 29.6
 GG0857:UTM  15      -  HALSELL                                  104 12 09.1
 GG0857
 GG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6515584342(NAD 83)
 GG0857
 GG0857|---------------------------------------------------------------------|
 GG0857| PID    Reference Object                     Distance      Geod. Az  |
 GG0857|                                                           dddmmss.s |
 GG0857| GG0856 S COFFEYVILLE KGGF N RADIO TWR      APPROX.13.7 KM 0033240.8 |
 GG0857| GG0858 S COFFEYVILLE KGGF S RADIO TWR      APPROX.13.5 KM 0033429.0 |
 GG0857| GG0775 HALSELL                             APPROX.12.5 KM 1023714.4 |
 GG0857| CI1888 LENAPAH NORTH BASE RM 1              51.930 METERS 17708     |
 GG0857| GG0854 DELAWARE MUN OPEN TOP TANK          APPROX.10.5 KM 1824716.6 |
 GG0857| CI1887 LENAPAH NORTH BASE AZ MK                           1864748.0 |
 GG0857| CI1889 LENAPAH NORTH BASE RM 2              30.858 METERS 27619     |
 GG0857|---------------------------------------------------------------------|
 GG0857
 GG0857                          SUPERSEDED SURVEY CONTROL
 GG0857
 GG0857  NAD 83(1993)-  36 52 33.07030(N)    095 38 05.52974(W) AD(       ) 1
 GG0857  NAD 83(1986)-  36 52 33.08973(N)    095 38 05.50967(W) AD(       ) 1
 GG0857  NAD 27      -  36 52 32.78400(N)    095 38 04.58800(W) AD(       ) 1
 GG0857
 GG0857.Superseded values are not recommended for survey control.
 GG0857
 GG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0857.See file dsdata.pdf to determine how the superseded data were derived.
 GG0857
 GG0857_MARKER: DS = TRIANGULATION STATION DISK
 GG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0857_STAMPING: LENAPAH NORTH BASE 1934
 GG0857_MARK LOGO: CGS
 GG0857_PROJECTION: PROJECTING 10 CENTIMETERS
 GG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0857+STABILITY: SURFACE MOTION
 GG0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0857+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 GG0857
 GG0857  HISTORY     - Date     Condition        Report By
 GG0857  HISTORY     - 1934     MONUMENTED       CGS
 GG0857  HISTORY     - 1934     GOOD             OKGS
 GG0857  HISTORY     - 1972     GOOD             LOCENG
 GG0857  HISTORY     - 1977     GOOD             LOCSUR
 GG0857  HISTORY     - 20221214 GOOD             OKDOT
 GG0857
 GG0857                          STATION DESCRIPTION
 GG0857
 GG0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0857'STATION IS ABOUT 10 MILES S OF COFFEYVILLE AND 1-1/2 MILES
 GG0857'N OF LENAPAH, IN SW 1/4 SEC. 30, 28 N, R 16 E, IN W EDGE
 GG0857'OF RIGHT-OF-WAY OF UNION TRACTION COMPANY.  MARK IS SET 300
 GG0857'FEET NW OF OLD HOUSE E OF HIGHWAY, 108 FEET W OF CENTER
 GG0857'LINE OF STATE HIGHWAY 16, 33 FEET W OF W RAIL OF UNION TRACTION
 GG0857'COMPANY TRACK, 47 FEET E OF E RAIL OF MISSOURI PACIFIC RAILROAD
 GG0857'TRACKS, 38 FEET W OF TRANSMISSION LINE AND 2 FEET E OF FENCE
 GG0857'LINE BETWEEN RAILROAD TRACKS.
 GG0857'
 GG0857'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0857'BRONZE DISKS SET IN CONCRETE.
 GG0857'
 GG0857'SURFACE MARK ABOUT 4 INCHES ABOVE SURFACE AND IS INSCRIBED
 GG0857'LENEPAH NORTH BASE, 1934.
 GG0857'
 GG0857'REFERENCE MARK NO. 1 IS S OF STATION BETWEEN THE TRACKS,
 GG0857'3 FEET E OF N AND S FENCE.  MARK PROJECTS ABOUT 3 INCHES
 GG0857'ABOVE GROUND, AND IS INSCRIBED LENAPAH 1934 NORTH BASE NO. 1.
 GG0857'
 GG0857'REFERENCE MARK NO. 2 IS W OF STATION, 40 FEET W OF W RAIL
 GG0857'OF MISSOURI PACIFIC RAILROAD TRACK.  MARK PROJECTS APPROXIMATELY
 GG0857'3 INCHES ABOVE SURFACE OF GROUND, AND IS INSCRIBED LENEPAH
 GG0857'1934, NORTH BASE NO. 2.
 GG0857'
 GG0857'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES S OF STATION.
 GG0857'
 GG0857'TO REACH THE AZIMUTH MARK FROM STATION, GO 1.3 MILES S ON
 GG0857'STATE HIGHWAY 16, TURN RIGHT W ACROSS TRACKS AND GO 0.1 MILE
 GG0857'TO MARK ON RIGHT.  MARK IS 45 FEET W OF W RAIL OF MISSOURI
 GG0857'PACIFIC RAILROAD TRACK, 32 FEET N OF CENTER LINE OF ROAD
 GG0857'LEADING TO MARK, AND 23 FEET E OF N AND S FENCE LINE.  MARK
 GG0857'IS IN A 12- BY 12-INCH CONCRETE POST, PROJECTING ABOUT 1/2-INCH
 GG0857'ABOVE GROUND, INSCRIBED LENEPAH NORTH BASE AZI. 1934.
 GG0857'
 GG0857'STATION IS REACHED FROM LENAPAH BY GOING N 1.7 MILES ON
 GG0857'STATE HIGHWAY 16 TO STATION.
 GG0857'
 GG0857'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GG0857
 GG0857                          STATION RECOVERY (1934)
 GG0857
 GG0857'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 GG0857'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  IT
 GG0857'IS LOCATED 108.7 FEET W OF CENTER LINE OF STATE HIGHWAY
 GG0857'16, 48.8 FEET E OF E RAIL OF MISSOURI PACIFIC RAILROAD, 33.5
 GG0857'FEET W OF W RAIL OF TROLLEY LINE, 2.3 FEET E OF N-S FENCE
 GG0857'LINE.  MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND.
 GG0857'
 GG0857'REFERENCE MARK NO. 1 IS 211.8 FEET SE OF REFERENCE MARK
 GG0857'NO. 2, 170.5 FEET S OF STATION, 109.1 FEET W OF CENTER LINE
 GG0857'OF STATE HIGHWAY 16, 49.8 FEET E OF E RAIL OF RAILROAD,
 GG0857'33.7 FEET W OF E RAIL OF TROLLEY LINE AND 2.6 FEET E OF
 GG0857'N-S FENCE LINE.  MARK PROJECTS 4 INCHES.
 GG0857'
 GG0857'REFERENCE MARK NO. 2 IS 101.4 FEET W OF STATION, 54.9 FEET
 GG0857'N OF CORNER OF N-S E-W FENCE LINE, 50.7 FEET W OF E RAIL,
 GG0857'AND 2.3 FEET E OF N-S FENCE LINE.  MARK PROJECTS 5 INCHES.
 GG0857'
 GG0857'AZIMUTH MARK IS 49.6 FEET W OF E RAIL OF MISSOURI PACIFIC
 GG0857'RAILROAD, 33 FEET N OF CENTER LINE OF DIRT ROAD, 4.9 FEET
 GG0857'NE OF CORNER N-S E-W FENCE LINE AND 3.1 FEET E OF N-S FENCE
 GG0857'LINE.  MARK COVERED WITH DIRT WHEN RECOVERED.
 GG0857
 GG0857                          STATION RECOVERY (1972)
 GG0857
 GG0857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ECB)
 GG0857'U.S.C. AND G.S. LENAPAH NORTH BASE 1934 RECOVERED IN EXCELLENT
 GG0857'CONDITION-R. M. NO. 1 AND R. M. NO. 2 ALSO RECOVERED IN GOOD
 GG0857'CONDITION-
 GG0857'
 GG0857'AZIMUTH MARK NOT FOUND.
 GG0857'
 GG0857'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH OF
 GG0857'LENAPAH.
 GG0857
 GG0857                          STATION RECOVERY (1977)
 GG0857
 GG0857'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (RMQ)
 GG0857'LENAPAH NORTH BASE RECOVERED VERY GOOD-WELL PROTECTED LOCATION.
 GG0857'
 GG0857'R. M. 1 RECOVERED VERY GOOD-WELL PROTECTED LOCATION.
 GG0857'
 GG0857'R. M. 2 RECOVERED VERY GOOD-WELL PROTECTED LOCATION.
 GG0857'
 GG0857'AZIM MK NOT ABLE TO CHECK LOCATION DUE TO PHYSICAL CHANGES OF AREA
 GG0857'ALONG TRACKS.
 GG0857'
 GG0857'DESCRIPTION OF STATION LOCATION--TROLLEY TRACKS ABANDONED AND
 GG0857'REMOVED.  STATION IS 108.7 FT WEST OF CENTER LINE OLD HIGHWAY 169
 GG0857'AND 48.8 FT EAST OF EAST RAIL MISSOURI PACIFIC RAILROAD AT ABOUT THE
 GG0857'INTERSECTION OF TANGENTS IN THE RAILROAD CURVE.
 GG0857'
 GG0857'STATION PROJECTS 4 INCHES ABOVE GROUND.
 GG0857'
 GG0857'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES N. OF
 GG0857'LENAPAH.
 GG0857
 GG0857                          STATION RECOVERY (2022)
 GG0857
 GG0857'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0853 ***********************************************************************
 GG0853  DESIGNATION -  LENAPAH SOUTH BASE
 GG0853  PID         -  GG0853
 GG0853  STATE/COUNTY-  OK/NOWATA
 GG0853  COUNTRY     -  US
 GG0853  USGS QUAD   -  DELAWARE (2019)
 GG0853
 GG0853                         *CURRENT SURVEY CONTROL
 GG0853  ______________________________________________________________________
 GG0853* NAD 83(1997) POSITION- 36 47 33.12873(N) 095 38 47.07775(W)   ADJUSTED
 GG0853* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 GG0853  ______________________________________________________________________
 GG0853  GEOID HEIGHT    -        -29.465 (meters)                     GEOID18
 GG0853  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 GG0853  HORZ ORDER      -  FIRST
 GG0853
 GG0853.The horizontal coordinates were established by classical geodetic methods
 GG0853.and adjusted by the National Geodetic Survey in October 1998.
 GG0853
 GG0853.The orthometric height was scaled from a topographic map.
 GG0853
 GG0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0853.GEOID18 height accuracy estimate available here.
 GG0853
 GG0853.Click photographs - Photos may exist for this station.
 GG0853
 GG0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0853
 GG0853. The following values were computed from the NAD 83(1997) position.
 GG0853
 GG0853;                    North         East     Units Scale Factor Converg.
 GG0853;SPC OK N     -   201,440.071   810,045.177   MT  1.00000482   +1 23 20.3
 GG0853;SPC OK N     -   660,891.30  2,657,623.22   sFT  1.00000482   +1 23 20.3
 GG0853;UTM  15      - 4,075,125.477   263,870.675   MT  1.00028696   -1 35 08.6
 GG0853
 GG0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0853!SPC OK N     -   0.99996867  x   1.00000482  =   0.99997349
 GG0853!UTM  15      -   0.99996867  x   1.00028696  =   1.00025562
 GG0853
 GG0853:                Primary Azimuth Mark                     Grid Az
 GG0853:SPC OK N     -  LENAPAH SOUTH BASE AZ MK                 003 57 56.5
 GG0853:UTM  15      -  LENAPAH SOUTH BASE AZ MK                 006 56 25.4
 GG0853
 GG0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6387075125(NAD 83)
 GG0853
 GG0853|---------------------------------------------------------------------|
 GG0853| PID    Reference Object                     Distance      Geod. Az  |
 GG0853|                                                           dddmmss.s |
 GG0853| CI1890 LENAPAH SOUTH BASE AZ MK                           0052116.8 |
 GG0853| CI1892 LENAPAH SOUTH BASE RM 2              26.795 METERS 09337     |
 GG0853| GG0854 DELAWARE MUN OPEN TOP TANK          APPROX. 1.3 KM 1564258.1 |
 GG0853| GG0865 NOWATA MUNICIPAL TANK               APPROX. 9.9 KM 1764642.5 |
 GG0853| CI1891 LENAPAH SOUTH BASE RM 1              84.178 METERS 35721     |
 GG0853|---------------------------------------------------------------------|
 GG0853
 GG0853                          SUPERSEDED SURVEY CONTROL
 GG0853
 GG0853  NAD 83(1993)-  36 47 33.13105(N)    095 38 47.07830(W) AD(       ) 1
 GG0853  NAD 83(1986)-  36 47 33.15109(N)    095 38 47.05911(W) AD(       ) 1
 GG0853  NAD 27      -  36 47 32.83800(N)    095 38 46.13700(W) AD(       ) 1
 GG0853
 GG0853.Superseded values are not recommended for survey control.
 GG0853
 GG0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0853.See file dsdata.pdf to determine how the superseded data were derived.
 GG0853
 GG0853_MARKER: DS = TRIANGULATION STATION DISK
 GG0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0853_STAMPING: LENAPAH SOUTH BASE 1934
 GG0853_MARK LOGO: CGS
 GG0853_PROJECTION: PROJECTING 13 CENTIMETERS
 GG0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0853+STABILITY: SURFACE MOTION
 GG0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0853+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 GG0853
 GG0853  HISTORY     - Date     Condition        Report By
 GG0853  HISTORY     - 1934     MONUMENTED       CGS
 GG0853  HISTORY     - 1934     GOOD             OKGS
 GG0853  HISTORY     - 1955     GOOD             SSC
 GG0853  HISTORY     - 1972     GOOD             LOCENG
 GG0853  HISTORY     - 20221214 GOOD             OKDOT
 GG0853
 GG0853                          STATION DESCRIPTION
 GG0853
 GG0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0853'STATION IS LOCATED ABOUT 1-1/2 MILES NW OF DELAWARE IN SW
 GG0853'1/4 SEC. 30, T 27 N, R 16 E, ON THE RIGHT-OF-WAY OF THE
 GG0853'MISSOURI PACIFIC RAILROAD COMPANY, 10.760 METERS W OF W
 GG0853'RAIL OF RAILROAD, 3.860 METERS E OF N-S FENCE, 18 FEET W
 GG0853'OF W EDGE OF BANK.
 GG0853'
 GG0853'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0853'BRONZE DISKS SET IN CONCRETE.
 GG0853'
 GG0853'REFERENCE MARK NO. 1 IS LOCATED N OF STATION ON W SIDE OF
 GG0853'MISSOURI PACIFIC RAILROAD ON N AND S RIGHT-OF-WAY FENCE
 GG0853'LINE.
 GG0853'
 GG0853'REFERENCE MARK NO. 2 IS LOCATED E OF STATION ON E SIDE OF
 GG0853'MISSOURI PACIFIC RAILROAD.
 GG0853'
 GG0853'AZIMUTH MARK IS N OF STATION 0.55 MILE ON W SIDE OF MISSOURI
 GG0853'PACIFIC RAILROAD, 45 FEET FROM W RAIL, 18 PACES S OF CENTER
 GG0853'LINE OF E AND W DIRT ROAD.
 GG0853'
 GG0853'TO REACH FROM DELAWARE, A SMALL TOWN ON STATE HIGHWAY 16,
 GG0853'GO N ON STATE HIGHWAY 16 FROM MAIN CORNER OF TOWN 1.65 MILES
 GG0853'TO A CROSS ROAD E AND W, TURN W HERE AND CROSS RAILROAD
 GG0853'TRACKS 0.1 MILE TO A GATE ON THE LEFT.  GO THROUGH GATE
 GG0853'AND CROSS PASTURE ON DIM TRAIL, KEEPING TO RIGHT OF OIL
 GG0853'WELLS 0.55 MILE TO ANOTHER GATE IN RIGHT-OF-WAY.  GO THROUGH
 GG0853'GATE AND TURN RIGHT ALONG RIGHT-OF-WAY FENCE 100 YARDS TO
 GG0853'STATION.
 GG0853'
 GG0853'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GG0853
 GG0853                          STATION RECOVERY (1934)
 GG0853
 GG0853'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 GG0853'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GG0853'STATION IS LOCATED 128.5 FEET NW OF MISSOURI PACIFIC MILEPOST
 GG0853'646/20, 40 FEET W OF E RAIL OF MISSOURI PACIFIC RAILROAD,
 GG0853'AND 12.4 FEET E OF N-S FENCE LINE.  MARK PROJECTS 5 INCHES
 GG0853'ABOVE SURFACE OF GROUND.
 GG0853'
 GG0853'REFERENCE MARK NO. 1 IS 277 FEET N OF STATION, 50.6 FEET
 GG0853'W OF E RAIL OF MISSOURI PACIFIC RAILROAD AND 1.8 FEET E
 GG0853'OF CORNER OF N-S E-W FENCE LINE.  MARK PROJECTS 6 INCHES.
 GG0853'
 GG0853'REFERENCE MARK NO. 2 IS 299 FEET SE OF REFERENCE MARK NO. 1,
 GG0853'95.7 FEET NNE OF MISSOURI PACIFIC MILEPOST 646/20, 87.9 FEET
 GG0853'E OF STATION, AND 47.2 FEET E OF E RAIL OF MISSOURI PACIFIC
 GG0853'RAILROAD.  MARK PROJECTS 5 INCHES.
 GG0853'
 GG0853'AZIMUTH MARK IS 50.8 FEET W OF E RAIL OF MISSOURI PACIFIC RAILROAD,
 GG0853'23.6 FEET S OF E-W DIRT ROAD, 3.9 FEET SE OF BELL TELEPHONE
 GG0853'POLE E.44-482, 2.3 FEET SE OF CORNER OF N-S E-W FENCE LINE,
 GG0853'AND 1.7 FEET E OF N-S FENCE LINE.  MARK PROJECTS 4 INCHES.
 GG0853
 GG0853                          STATION RECOVERY (1955)
 GG0853
 GG0853'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 GG0853'STATION, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 GG0853'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0853
 GG0853                          STATION RECOVERY (1972)
 GG0853
 GG0853'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ECB)
 GG0853'U.S.C. AND G.S. LENAPAH SOUTH BASE 1934 RECOVERED IN EXCELLENT
 GG0853'CONDITION-STATION, AZIMUTH MARK AND R. M. 1 AND R. M. 2 ARE IN GOOD
 GG0853'CONDITION AS DESCRIBED.
 GG0853'
 GG0853'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 NORTH OF DELAWARE.
 GG0853
 GG0853                          STATION RECOVERY (2022)
 GG0853
 GG0853'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0944 ***********************************************************************
 EK0944  DESIGNATION -  LENOX
 EK0944  PID         -  EK0944
 EK0944  STATE/COUNTY-  OK/LE FLORE
 EK0944  COUNTRY     -  US
 EK0944  USGS QUAD   -  MUSE (2018)
 EK0944
 EK0944                         *CURRENT SURVEY CONTROL
 EK0944  ______________________________________________________________________
 EK0944* NAD 83(1993) POSITION- 34 41 42.57137(N) 094 50 46.71187(W)   ADJUSTED
 EK0944* NAVD 88 ORTHO HEIGHT -   241.96  (+/-2cm)      793.8   (feet) VERTCON3
 EK0944  ______________________________________________________________________
 EK0944  GEOID HEIGHT    -        -31.674 (meters)                     GEOID18
 EK0944  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 EK0944  HORZ ORDER      -  THIRD
 EK0944  VERT ORDER      -  THIRD ? (See Below)
 EK0944
 EK0944.The horizontal coordinates were established by classical geodetic methods
 EK0944.and adjusted by the National Geodetic Survey in November 1994.
 EK0944
 EK0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0944
 EK0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0944.GEOID18 height accuracy estimate available here.
 EK0944
 EK0944.The vertical order pertains to the NGVD 29 superseded value.
 EK0944
 EK0944.Click photographs - Photos may exist for this station.
 EK0944
 EK0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0944
 EK0944. The following values were computed from the NAD 83(1993) position.
 EK0944
 EK0944;                    North         East     Units Scale Factor Converg.
 EK0944;SPC OK S     -   155,571.863   888,893.336   MT  0.99993781   +1 47 24.3
 EK0944;SPC OK S     -   510,405.35  2,916,310.89   sFT  0.99993781   +1 47 24.3
 EK0944;UTM  15      - 3,840,789.442   330,888.434   MT  0.99995250   -1 03 04.3
 EK0944
 EK0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0944!SPC OK S     -   0.99996699  x   0.99993781  =   0.99990480
 EK0944!UTM  15      -   0.99996699  x   0.99995250  =   0.99991949
 EK0944
 EK0944:                Primary Azimuth Mark                     Grid Az
 EK0944:SPC OK S     -  LENOX AZ MK                              084 58 42.6
 EK0944:UTM  15      -  LENOX AZ MK                              087 49 11.2
 EK0944
 EK0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3088840789(NAD 83)
 EK0944
 EK0944|---------------------------------------------------------------------|
 EK0944| PID    Reference Object                     Distance      Geod. Az  |
 EK0944|                                                           dddmmss.s |
 EK0944| EK0937 WINDING STAIR MTN LOT               APPROX.15.6 KM 0840939.7 |
 EK0944| CX6649 LENOX AZ MK                                        0864606.9 |
 EK0944| CX6650 LENOX RM 1                           12.762 METERS 11030     |
 EK0944| EK0941 KIAMICHI LOOKOUT TOWER              APPROX. 8.2 KM 1573649.1 |
 EK0944| CX6651 LENOX RM 2                           10.078 METERS 21413     |
 EK0944|---------------------------------------------------------------------|
 EK0944
 EK0944                          SUPERSEDED SURVEY CONTROL
 EK0944
 EK0944  NAD 83(1986)-  34 41 42.57316(N)    094 50 46.70225(W) AD(       ) 3
 EK0944  NAD 27      -  34 41 42.21200(N)    094 50 45.87000(W) AD(       ) 3
 EK0944  NGVD 29             241.85   (m)          793.5    (f) LEVELING    3  
 EK0944
 EK0944.Superseded values are not recommended for survey control.
 EK0944
 EK0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0944.See file dsdata.pdf to determine how the superseded data were derived.
 EK0944
 EK0944_MARKER: DS = TRIANGULATION STATION DISK
 EK0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0944_STAMPING: LENOX 1952
 EK0944_MARK LOGO: CGS
 EK0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0944+STABILITY: SURFACE MOTION
 EK0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0944+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2011
 EK0944
 EK0944  HISTORY     - Date     Condition        Report By
 EK0944  HISTORY     - 1952     MONUMENTED       CGS
 EK0944  HISTORY     - 1959     GOOD             CGS
 EK0944  HISTORY     - 20111215 GOOD             GUYENG
 EK0944
 EK0944                          STATION DESCRIPTION
 EK0944
 EK0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0944'STATION IS LOCATED ABOUT 5 MILES WEST NORTHWEST OF MUSE AND
 EK0944'2-1/4 MILES EAST OF WHITESBORO ON THE RIGHT OF WAY OF STATE
 EK0944'ROUTE 63.  STATION IS 74 FEET EAST OF POWER POLE, 65 FEET
 EK0944'SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD AND 16 FEET SOUTH
 EK0944'OF EDGE OF BANK.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 EK0944'DISK IS STAMPED LENOX 1952.
 EK0944'
 EK0944'REFERENCE MARK NO. 1 IS 77 FEET SOUTH OF THE APPROXIMATE
 EK0944'CENTERLINE OF ROAD AND 18 FEET SOUTH OF EDGE OF BANK.  THE
 EK0944'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LENOX
 EK0944'NO 1 1952.
 EK0944'
 EK0944'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF EDGE OF BANK.  THE
 EK0944'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LENOX
 EK0944'NO 2 1952.
 EK0944'
 EK0944'AZIMUTH MARK IS 53 FEET NORTH OF THE APPROXIMATE CENTERLINE
 EK0944'OF ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS ABOUT
 EK0944'4 INCHES AND THE DISK IS STAMPED LENOX 1952.
 EK0944'
 EK0944'TO REACH FROM THE POST OFFICE IN WHITESBORO GO EAST ON STATE
 EK0944'ROUTE 63 FOR 2.3 MILES TO TOP OF GRADE AND STATION ON RIGHT
 EK0944'OR SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 0.35
 EK0944'MILE TO AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 EK0944'
 EK0944'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0944
 EK0944                          STATION RECOVERY (1959)
 EK0944
 EK0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0944'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0944'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE
 EK0944'STATION AND IS JUST NORTHEAST OF FORKS WHERE A PRIVATE ROAD
 EK0944'FORKS AND PARALLELS THE HIGHWAY.
 EK0944'
 EK0944'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WHITESBORO
 EK0944'IS ADEQUATE.
 EK0944
 EK0944                          STATION RECOVERY (2011)
 EK0944
 EK0944'RECOVERY NOTE BY GUY ENGINEERING SERVICES INC 2011 (JW)
 EK0944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1178 ***********************************************************************
 FH1178  CBN         -  This is a Cooperative Base Network Control Station.
 FH1178  DESIGNATION -  LEONARD NCMN 7292
 FH1178  PID         -  FH1178
 FH1178  STATE/COUNTY-  OK/TULSA
 FH1178  COUNTRY     -  US
 FH1178  USGS QUAD   -  LEONARD (2018)
 FH1178
 FH1178                         *CURRENT SURVEY CONTROL
 FH1178  ______________________________________________________________________
 FH1178* NAD 83(2011) POSITION- 35 54 32.43567(N) 095 47 42.23108(W)   ADJUSTED
 FH1178* NAD 83(2011) ELLIP HT-   227.447 (meters)        (06/27/12)   ADJUSTED
 FH1178* NAD 83(2011) EPOCH   -  2010.00
 FH1178* NAVD 88 ORTHO HEIGHT -   256.609 (meters)      841.89  (feet) ADJUSTED
 FH1178  ______________________________________________________________________
 FH1178  GEOID HEIGHT    -        -29.180 (meters)                     GEOID18
 FH1178  NAD 83(2011) X  -   -522,231.092 (meters)                     COMP
 FH1178  NAD 83(2011) Y  - -5,145,678.310 (meters)                     COMP
 FH1178  NAD 83(2011) Z  -  3,720,152.454 (meters)                     COMP
 FH1178  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FH1178  DYNAMIC HEIGHT  -        256.376 (meters)      841.13  (feet) COMP
 FH1178  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 FH1178
 FH1178  VERT ORDER      -  FIRST     CLASS II
 FH1178
 FH1178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1178  Standards:
 FH1178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1178  -------------------------------------------------------------------
 FH1178  NETWORK    0.24   0.53           0.10   0.10   0.27     -0.01012010
 FH1178  -------------------------------------------------------------------
 FH1178  Click here for local accuracies and other accuracy information.
 FH1178
 FH1178.The horizontal coordinates were established by GPS observations
 FH1178.and adjusted by the National Geodetic Survey in June 2012.
 FH1178
 FH1178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1178.been affixed to the stable North American tectonic plate. See 
 FH1178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1178
 FH1178.The horizontal coordinates are valid at the epoch date displayed above
 FH1178.which is a decimal equivalence of Year/Month/Day.
 FH1178
 FH1178.The orthometric height was determined by differential leveling and
 FH1178.adjusted by the NATIONAL GEODETIC SURVEY
 FH1178.in August 1994.
 FH1178
 FH1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1178.GEOID18 height accuracy estimate available here.
 FH1178
 FH1178.Click photographs - Photos may exist for this station.
 FH1178
 FH1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1178
 FH1178.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1178
 FH1178.The ellipsoidal height was determined by GPS observations
 FH1178.and is referenced to NAD 83.
 FH1178
 FH1178.The dynamic height is computed by dividing the NAVD 88
 FH1178.geopotential number by the normal gravity value computed on the
 FH1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1178.degrees latitude (g = 980.6199 gals.).
 FH1178
 FH1178.The modeled gravity was interpolated from observed gravity values.
 FH1178
 FH1178. The following values were computed from the NAD 83(2011) position.
 FH1178
 FH1178;                    North         East     Units Scale Factor Converg.
 FH1178;SPC OK N     -   103,116.874   799,007.307   MT  0.99995553   +1 18 04.5
 FH1178;SPC OK N     -   338,309.28  2,621,409.81   sFT  0.99995553   +1 18 04.5
 FH1178;UTM  15      - 3,977,466.421   247,766.966   MT  1.00038402   -1 38 24.6
 FH1178
 FH1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1178!SPC OK N     -   0.99996430  x   0.99995553  =   0.99991983
 FH1178!UTM  15      -   0.99996430  x   1.00038402  =   1.00034831
 FH1178
 FH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4776677466(NAD 83)
 FH1178
 FH1178                          SUPERSEDED SURVEY CONTROL
 FH1178
 FH1178  NAD 83(2007)-  35 54 32.43577(N)    095 47 42.23190(W) AD(2002.00) 0
 FH1178  ELLIP H (02/10/07)  227.465  (m)                       GP(2002.00)    
 FH1178  ELLIP H (06/09/00)  227.463  (m)                       GP(       ) 2 2
 FH1178  ELLIP H (07/24/97)  227.445  (m)                       GP(       ) 1 1
 FH1178  ELLIP H (05/09/94)  227.536  (m)                       GP(       ) 4 2
 FH1178  ELLIP H (12/21/93)  227.536  (m)                       GP(       ) 4 1
 FH1178  ELLIP H (10/26/93)  227.536  (m)                       GP(       ) 3 1
 FH1178  NAD 83(1993)-  35 54 32.43565(N)    095 47 42.23148(W) AD(       ) A
 FH1178  ELLIP H (04/03/92)  227.536  (m)                       GP(       ) 1 1
 FH1178  NAD 83(1986)-  35 54 32.43626(N)    095 47 42.23218(W) AD(       ) 1
 FH1178  NAD 27      -  35 54 32.07481(N)    095 47 41.28044(W) AD(       ) 1
 FH1178  NAVD 88             256.61   (m)          841.9    (f) LEVELING    3  
 FH1178  NAVD 88 (10/26/93)  256.7    (m)  GEOID93  model used  GPS OBS        
 FH1178  NGVD 29 (11/30/89)  255.6    (m)  RAPSU86  model used  GPS OBS        
 FH1178
 FH1178.Superseded values are not recommended for survey control.
 FH1178
 FH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1178.See file dsdata.pdf to determine how the superseded data were derived.
 FH1178
 FH1178_MARKER: DH = HORIZONTAL CONTROL DISK
 FH1178_SETTING: 66 = SET IN ROCK OUTCROP
 FH1178_STAMPING: LEONARD NCMN 1985
 FH1178_MARK LOGO: NGS
 FH1178_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1178+STABILITY: POSITION/ELEVATION WELL
 FH1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1178+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2023
 FH1178
 FH1178  HISTORY     - Date     Condition        Report By
 FH1178  HISTORY     - 1985     MONUMENTED       NGS
 FH1178  HISTORY     - 19890428 GOOD             NGS
 FH1178  HISTORY     - 19891124 GOOD             NGS
 FH1178  HISTORY     - 19900329 GOOD             NGS
 FH1178  HISTORY     - 19930204 GOOD             NGS
 FH1178  HISTORY     - 19930505 GOOD             NGS
 FH1178  HISTORY     - 19940401 GOOD             NGS
 FH1178  HISTORY     - 19970317 GOOD             NGS
 FH1178  HISTORY     - 19970530 GOOD             NGS
 FH1178  HISTORY     - 19990827 GOOD             NGS
 FH1178  HISTORY     - 20010518 GOOD             MSAM
 FH1178  HISTORY     - 20100420 GOOD             AIRDAT
 FH1178  HISTORY     - 20110923 GOOD             AIRDAT
 FH1178  HISTORY     - 20221010 GOOD             OKDOT
 FH1178  HISTORY     - 20221011 GOOD             OKDOT
 FH1178  HISTORY     - 20230315 GOOD             OKDOT
 FH1178
 FH1178                          STATION DESCRIPTION
 FH1178
 FH1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1178'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 FH1178'FOLLOWS.
 FH1178'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF LEONARD, 11.3
 FH1178'KM (7.00 MI) EAST OF BIXBY AND 17.7 KM (11.00 MI) NORTHWEST OF
 FH1178'HASKELL, ON THE PROPERTY OF THE OKLAHOMA GEOPHYSICAL OBSERVATORY.
 FH1178'OWNERSHIP -- OKLAHOMA GEOLOGICAL SURVEY, LEONARD, OK.
 FH1178'PHONE 405-325-3031
 FH1178'TO REACH THE STATION FROM U.S. HIGHWAY 64 ON THE WEST EDGE OF LEONARD
 FH1178'AT THE FIRST BAPTIST CHURCH, GO SOUTH ON BIXHOMA LAKE ROAD FOR 0.6 KM
 FH1178'(0.35 MI) TO A T-JUNCTION.  TURN LEFT AND GO EAST FOR 0.05 KM
 FH1178'(0.05 MI) TO A FORK.  BEAR RIGHT AND GO SOUTH FOR 0.95 KM (0.60 MI) TO
 FH1178'A HOUSE ON THE LEFT WITH A LOCKED GATE.  USE THE PHONE IN A METAL BOX
 FH1178'ON THE LEFT SIDE OF THE GATE TO CALL THE OBSERVATORY FOR PERMISSION TO
 FH1178'PROCEED, OR CALL IN ADVANCE.  TURN LEFT THRU THE GATE AND GO EASTERLY
 FH1178'FOR ABOUT 0.3 KM (0.20 MI) TO A ROAD RIGHT AND A CATTLE GUARD AHEAD.
 FH1178'CONTINUE STRAIGHT AHEAD, CROSSING THE CATTLE GUARD, AND GO
 FH1178'NORTHEASTERLY ON THE DIRT ROAD FOR 0.3 KM (0.20 MI) TO A CLEARING AND
 FH1178'THE STATION ON THE LEFT.
 FH1178'THE STATION IS A STANDARD NGS DISK THAT APPEARS TO BE SET IN A DRILL
 FH1178'HOLE IN SANDSTONE THAT IS RECESSED 7 CM BELOW THE GROUND.  LOCATED
 FH1178'22.8 M (74.8 FT) NORTHWESTERLY FROM THE CENTER OF THE GRAVEL ROAD,
 FH1178'20.4 M (66.9 FT) NORTH OF A UTILITY POLE WITH GUY WIRES AND 15.1 M
 FH1178'(49.5 FT) WEST-NORTHWEST OF RM 2.
 FH1178'DESCRIBED BY H.J. SKELLEY, TYPED BY HJS.
 FH1178'PRIMARY SCIENTIFIC PRUPOSES - MEASUREMENTS SUPPORTING THE NATIONAL
 FH1178'GEODETIC SURVEYS NATIONAL CRUSTAL MOTION NETWORK.
 FH1178'SITE DESCRIPTION - THE SITE IS LOCATED IN A CLEARING JUST OFF A DIRT
 FH1178'ROAD LEADING TO THE OKLAHOMA GEOPHYSICAL OBSERVATORY IN LEONARD,
 FH1178'OKLAHOMA.  THE STATION IS COMPATIBLE FOR OCCUPATION BY THE MOBILE
 FH1178'VLBI SYSTEMS.
 FH1178'THE MARK IS A STANDARD NGS BRASS DISK.
 FH1178'SITE TOPO MAP - UNKNOWN
 FH1178'GEOLOGICAL PROVINCE - UNKNOWN
 FH1178'LOCAL GEOLOGY - UNKNOWN
 FH1178
 FH1178                          STATION RECOVERY (1989)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (DW)
 FH1178'STATION IS LOCATED AT THE OKLAHOMA GEOPHYSICAL OBSERVATORY IN LEONARD,
 FH1178'OKLAHOMA.  TO ACCESS FROM THE LEONARD POST OFFICE, GO WEST ON US 64
 FH1178'FOR 118 M (387.1 FT) AND TURN SOUTH, LEFT, ONTO BIXHOMA LAKE ROAD (NO
 FH1178'72 06 18.00) .  GO 0.35 MI (0.56 KM) AND BEAR LEFT AND THEN AN
 FH1178'IMMEDIATE RIGHT.  CONTINUE 0.97 MI (1.56 KM) TO LIP OF RIDGE AND TURN
 FH1178'EAST, LEFT, AT HIDDEN HILLS.  PROCEED THROUGH LARGE STEEL GATE FOR
 FH1178'0.12 MI (0.19 KM) TO DIRT ROAD.  CONTINUE 0.08 MI (0.13 KM) TO
 FH1178'CLEARING AND STATION ON LEFT.  STATION IS NEAR CENTER OF A PAVED
 FH1178'PLATFORM, WHICH IS COVERED BY GRAVEL.  DISK IS SET IN A DRILL HOLE IN
 FH1178'BEDROCK AND SURROUNDED BY CONCRETE.  IT IS COVERED BY A PAIL.  IT IS
 FH1178'15.2 M (49.9 FT) S OF RM 1, 15.1 M (49.5 FT) WNW OF RM 2 AND 15.2 M
 FH1178'(49.9 FT) NE OF RM 3.  IT IS 22.8 M (74.8 FT) NW OF CENTER OF ROAD AND
 FH1178'20.4 M (66.9 FT) N OF A UTILITY POLE W/GUY WIRES.
 FH1178
 FH1178                          STATION RECOVERY (1990)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FH1178'RECOVERED IN GOOD CONDITION.
 FH1178
 FH1178                          STATION RECOVERY (1993)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FH1178'RECOVERED IN GOOD CONDITION.
 FH1178
 FH1178                          STATION RECOVERY (1993)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FH1178'STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 FH1178'CONDITION.  STATION HAS A 30 DEGREE HIGH HORIZON BLOCKAGE TO THE
 FH1178'NORTHWEST.  SITUATION WILL WORSEN AS SMALL CLEARING CLOSES IN AND
 FH1178'TREES GROW.  REFERENCE MARKS ARE AT THE CLEARING EDGES AND ARE POOR
 FH1178'GPS SITES.  (COMBINATION PHONE NUMBER AT GATE IS 366-6468).
 FH1178'STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTH-SOUTHEAST OF TULSA,
 FH1178'1.5 KM (0.95 MI) SOUTH OF LEONARD, ON THE GROUNDS OF THE OKLAHOMA
 FH1178'GEOPHYSICAL OBSERVATORY, IN A 40 M (131.2 FT) WIDE CLEARING.
 FH1178'OWNERSHIP--OKLAHOMA GEOPHYSICAL OBSERVATORY, LEONARD, OK.
 FH1178'PHONE 405-325-3031
 FH1178'TO REACH FROM THE JUNCTION OF US HIGHWAY 64 AND SOUTH 157 EAST AVENUE
 FH1178'AT THE FIRST BAPTIST CHURCH ON THE WEST EDGE OF LEONARD, GO SOUTH ON
 FH1178'157 AVENUE FOR 0.55 KM (0.35 MI) TO A FORK.  BEAR LEFT, SOUTHWEST, ON
 FH1178'EAST 171 SOUTH AVENUE FOR 0.06 KM (0.05 MI) TO A PAVED ROAD RIGHT.
 FH1178'TURN RIGHT, SOUTH, ON LAKE BIXHOMA ROAD FOR 0.97 KM (0.60 MI) TO A
 FH1178'PAVED LANE LEFT (E 176 ST S) LEADING DOWNHILL.  TURN LEFT, PASSING
 FH1178'THROUGH A LOCKED WROUGHT IRON GATE (DIAL COMBINATION ON PHONE AT
 FH1178'GATE, THEN HANG UP AND WAIT FOR GATE TO OPEN).  PASS THROUGH GATE,
 FH1178'EASTERLY, ON PAVED LANE FOR 0.23 KM (0.15 MI) TO A FORK.  BEAR LEFT,
 FH1178'EAST, ON GRAVEL ROAD FOR 0.06 KM (0.05 MI) TO OPEN AREA AND STATION
 FH1178'ON THE LEFT.
 FH1178'STATION MARK IS SET IN A DRILL HOLE IN BEDROCK 10 CM BELOW GROUND IN
 FH1178'AN OPEN DEPRESSION.  IT IS 27.5 M (90.2 FT) NORTH-NORTHWEST OF THE
 FH1178'ROAD CENTER, 1.2 M (3.9 FT) NORTHWEST OF A WOODEN POST PROJECTING 1.4
 FH1178'M, 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF A METAL FENCE POST, 0.8 M
 FH1178'(2.6 FT) EAST OF A FIBERGLASS WITNESS POST, AND 0.65 M (2.13 FT)
 FH1178'SOUTHEAST OF A WOODEN POST PROJECTING 1.4 M.
 FH1178
 FH1178                          STATION RECOVERY (1994)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FH1178'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1178'IN LEONARD, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG SOUTH 157TH
 FH1178'AVENUE EAST AND THEN BIXHOMA LAKE ROAD, THENCE 0.2 KM (0.10 MI)
 FH1178'EASTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 FH1178'THE OKLAHOMA GEOLOGICAL SURVEY COMPLEX ENTRANCE ROAD, 22.8 M
 FH1178'(74.8 FT) NORTHWEST OF THE ROAD CENTER AT A CURVE, 20.5 M (67.3 FT)
 FH1178'NORTH OF A UTILITY POLE, 15.3 M (50.2 FT)  NORTH OF REFERENCE MARK 3,
 FH1178'15.3 M (50.2 FT) SOUTH OF REFERENCE MARK 1, 15.3 M (50.2 FT) EAST OF
 FH1178'REFERENCE MARK 2, AND NEAR THE CENTER OF 4 WITNESS POSTS. NOTE--THE
 FH1178'DISK IS SET IN CONCRETE IN A DEPRESSION IN BEDROCK AND IS 0.1 M
 FH1178'(0.3 FT) BELOW THE GROUND SURFACE.  TO GAIN ACCESS TO THE COMPLEX,
 FH1178'USE PHONE AT GATE.  TELEPHONE NUMBER 405-325-3031.
 FH1178
 FH1178                          STATION RECOVERY (1997)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FH1178'RECOVERED AS DESCRIBED.
 FH1178
 FH1178                          STATION RECOVERY (1997)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FH1178'RECOVERED AS DESCRIBED.
 FH1178
 FH1178                          STATION RECOVERY (1999)
 FH1178
 FH1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FH1178'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF THE SMALL
 FH1178'COMMUNITY OF LEONARD, 11.3 KM (7.00 MI) EAST OF BIXBY, 17.7 KM (11.00
 FH1178'MI) NORTHWEST OF HASKELL, ON THE PROPERTY OF THE OKLAHOMA GEOLOGICAL
 FH1178'SURVEY OBSERVATORY, IN AN OPEN CLEARED AREA ABOUT 0.32 KM (0.20 MI)
 FH1178'NORTHEAST OF THE ENTRANCE GATE FOR THE PROPERTY LOCATED AT THE
 FH1178'JUNCTION OF LAKE BIXHOMA ROAD AND EAST 176 STREET SOUTH.
 FH1178'OWNERSHIP--OKLAHOMA GEOLOGICAL SURVEY, LEONARD OK 74034, PHONE
 FH1178'405-325-3031, ONE DAY IN ADVANCE BEFORE
 FH1178'OCCUPYING THIS STATION.  HE WILL PROVIDE THE GATE LOCK
 FH1178'COMBINATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 64
 FH1178'AND SOUTH 157 EAST AVENUE IN LEONARD, 0.08 KM (0.05 MI) WEST OF THE
 FH1178'POST OFFICE, GO SOUTH ON 157 AVENUE FOR 0.55 KM (0.35 MI) TO A
 FH1178'Y-JUNCTION IN THE ROAD.  BEAR LEFT, EASTERLY ON EAST 171 SOUTH AVENUE
 FH1178'FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF LAKE BIXHOMA ROAD ON THE
 FH1178'RIGHT.  TURN RIGHT, SOUTH ON LAKE BIXHOMA ROAD FOR 0.97 KM (0.60 MI)
 FH1178'TO THE JUNCTION OF EAST 176 STREET SOUTH WITH LOCKED GATE ON THE LEFT.
 FH1178'TURN LEFT, EAST ON 176 STREET TO THE GATE.  PASS THROUGH THE GATE AND
 FH1178'GO EAST ON THE ROAD FOR 0.23 KM (0.15 MI) TO A PAVED ROAD ON THE LEFT
 FH1178'WITH SIGN --OKLAHOMA GEOLOGICAL SURVEY--. TURN LEFT, NORTHEASTERLY ON
 FH1178'THE ROAD FOR ABOUT 0.08 KM (0.05 MI) TO A SMALL CLEARING ON THE LEFT
 FH1178'AND THE STATION BETWEEN TWO WOOD POSTS. THE STATION IS SET IN A DRILL
 FH1178'HOLE IN SANDSTONE OUTCROP RECESSED 7 CM BELOW GROUND.  LOCATED 27.59 M
 FH1178'(90.52 FT) NORTHWEST OF THE CENTER OF THE ROAD, 15.24 M (50.00 FT)
 FH1178'SOUTH OF RM 1, 15.25 M (50.03 FT) EAST OF RM 2, 15.24 M (50.00 FT)
 FH1178'NORTH OF RM 3, 0.9 M (3.0 FT) SOUTH OF A METAL FENCE POST AND 0.76 M
 FH1178'(2.49 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--REFERENCE MARKS 1,
 FH1178'2, AND 3 WERE RECOVERED IN GOOD CONDITION.  THIS STATION CAN BE USED
 FH1178'AS A CTCORS.
 FH1178
 FH1178                          STATION RECOVERY (2001)
 FH1178
 FH1178'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FH1178'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FH1178'RECOVERED AS DESCRIBED.
 FH1178'
 FH1178
 FH1178                          STATION RECOVERY (2010)
 FH1178
 FH1178'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 FH1178'RECOVERED IN GOOD CONDITION.
 FH1178
 FH1178                          STATION RECOVERY (2011)
 FH1178
 FH1178'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 FH1178'RECOVERED AS DESCRIBED.
 FH1178
 FH1178                          STATION RECOVERY (2022)
 FH1178
 FH1178'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FH1178'RECOVERED IN GOOD CONDITION.
 FH1178
 FH1178                          STATION RECOVERY (2022)
 FH1178
 FH1178'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH1178'MARK RECOVERED IN GOOD CONDITION.
 FH1178
 FH1178                          STATION RECOVERY (2023)
 FH1178
 FH1178'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH1178'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1179 ***********************************************************************
 FH1179  DESIGNATION -  LEONARD NCMN RM 1
 FH1179  PID         -  FH1179
 FH1179  STATE/COUNTY-  OK/TULSA
 FH1179  COUNTRY     -  US
 FH1179  USGS QUAD   -  LEONARD (2018)
 FH1179
 FH1179                         *CURRENT SURVEY CONTROL
 FH1179  ______________________________________________________________________
 FH1179* NAD 83(1993) POSITION- 35 54 32.92946(N) 095 47 42.22450(W)   ADJUSTED
 FH1179* NAD 83(1993) ELLIP HT-   228.032 (meters)        (11/28/94)   ADJUSTED
 FH1179* NAVD 88 ORTHO HEIGHT -   256.775 (meters)      842.44  (feet) ADJUSTED
 FH1179  ______________________________________________________________________
 FH1179  GEOID HEIGHT    -        -29.180 (meters)                     GEOID18
 FH1179  NAD 83(1993) X  -   -522,230.074 (meters)                     COMP
 FH1179  NAD 83(1993) Y  - -5,145,669.918 (meters)                     COMP
 FH1179  NAD 83(1993) Z  -  3,720,165.124 (meters)                     COMP
 FH1179  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 FH1179  DYNAMIC HEIGHT  -        256.542 (meters)      841.67  (feet) COMP
 FH1179  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 FH1179
 FH1179  HORZ ORDER      -  SECOND
 FH1179  VERT ORDER      -  FIRST     CLASS II
 FH1179  ELLP ORDER      -  FIFTH     CLASS I
 FH1179
 FH1179.The horizontal coordinates were established by GPS observations
 FH1179.and adjusted by the National Geodetic Survey in November 1994.
 FH1179
 FH1179.The orthometric height was determined by differential leveling and
 FH1179.adjusted by the NATIONAL GEODETIC SURVEY
 FH1179.in August 1994.
 FH1179
 FH1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1179.GEOID18 height accuracy estimate available here.
 FH1179
 FH1179.Click photographs - Photos may exist for this station.
 FH1179
 FH1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1179
 FH1179.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1179
 FH1179.The ellipsoidal height was determined by GPS observations
 FH1179.and is referenced to NAD 83.
 FH1179
 FH1179.The dynamic height is computed by dividing the NAVD 88
 FH1179.geopotential number by the normal gravity value computed on the
 FH1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1179.degrees latitude (g = 980.6199 gals.).
 FH1179
 FH1179.The modeled gravity was interpolated from observed gravity values.
 FH1179
 FH1179. The following values were computed from the NAD 83(1993) position.
 FH1179
 FH1179;                    North         East     Units Scale Factor Converg.
 FH1179;SPC OK N     -   103,132.093   799,007.127   MT  0.99995551   +1 18 04.5
 FH1179;SPC OK N     -   338,359.21  2,621,409.22   sFT  0.99995551   +1 18 04.5
 FH1179;UTM  15      - 3,977,481.635   247,767.567   MT  1.00038402   -1 38 24.6
 FH1179
 FH1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1179!SPC OK N     -   0.99996421  x   0.99995551  =   0.99991972
 FH1179!UTM  15      -   0.99996421  x   1.00038402  =   1.00034822
 FH1179
 FH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4776777481(NAD 83)
 FH1179
 FH1179                          SUPERSEDED SURVEY CONTROL
 FH1179
 FH1179  NAD 83(1986)-  35 54 32.94250(N)    095 47 42.22051(W) AD(       ) 2
 FH1179  NGVD 29 (11/30/89)  256.2    (m)  RAPSU86  model used  GPS OBS        
 FH1179
 FH1179.Superseded values are not recommended for survey control.
 FH1179
 FH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1179.See file dsdata.pdf to determine how the superseded data were derived.
 FH1179
 FH1179_MARKER: DR = REFERENCE MARK DISK
 FH1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1179_STAMPING: LEONARD NCMN NO 1 1985
 FH1179_MARK LOGO: NGS
 FH1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1179+STABILITY: SURFACE MOTION
 FH1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1179+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 FH1179
 FH1179  HISTORY     - Date     Condition        Report By
 FH1179  HISTORY     - 1985     MONUMENTED       NGS
 FH1179  HISTORY     - 19890501 GOOD
 FH1179  HISTORY     - 19940401 GOOD             NGS
 FH1179
 FH1179                          STATION DESCRIPTION
 FH1179
 FH1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH1179'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 FH1179'FOLLOWS.
 FH1179'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF LEONARD, 11.3
 FH1179'KM (7.00 MI) EAST OF BIXBY AND 17.7 KM (11.00 MI) NORTHWEST OF
 FH1179'HASKELL, ON THE PROPERTY OF THE OKLAHOMA GEOPHYSICAL OBSERVATORY.
 FH1179'OWNERSHIP -- OKLAHOMA GEOLOGICAL SURVEY, LEONARD, OK.  CONTACT -- MR
 FH1179'JIM LAWSON, CHIEF GEOPHYSICIST, PHONE  918-366-4152.
 FH1179'TO REACH THE STATION FROM U.S. HIGHWAY 64 ON THE WEST EDGE OF LEONARD
 FH1179'AT THE FIRST BAPTIST CHURCH, GO SOUTH ON BIXHOMA LAKE ROAD FOR 0.6 KM
 FH1179'(0.35 MI) TO A T-JUNCTION.  TURN LEFT AND GO EAST FOR 0.05 KM
 FH1179'(0.05 MI) TO A FORK.  BEAR RIGHT AND GO SOUTH FOR 0.95 KM (0.60 MI) TO
 FH1179'A HOUSE ON THE LEFT WITH A LOCKED GATE.  USE THE PHONE IN A METAL BOX
 FH1179'ON THE LEFT SIDE OF THE GATE TO CALL THE OBSERVATORY FOR PERMISSION TO
 FH1179'PROCEED, OR CALL IN ADVANCE.  TURN LEFT THRU THE GATE AND GO EASTERLY
 FH1179'FOR ABOUT 0.3 KM (0.20 MI) TO A ROAD RIGHT AND A CATTLE GUARD AHEAD.
 FH1179'CONTINUE STRAIGHT AHEAD, CROSSING THE CATTLE GUARD, AND GO
 FH1179'NORTHEASTERLY ON THE DIRT ROAD FOR 0.3 KM (0.20 MI) TO A CLEARING AND
 FH1179'THE STATION ON THE LEFT.
 FH1179'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SOFT ROUND
 FH1179'CONCRETE MASS ON SANDSTONE AND IS RECESSED 2 CM BELOW THE GROUND.
 FH1179'LOCATED 38.7 M (127.0 FT) NORTHWESTERLY FROM THE CENTER OF THE GRAVEL
 FH1179'ROAD, 35.2 M (115.5 FT) NORTH OF A UTILITY POLE WITH GUY WIRES AND
 FH1179'15.2 M (49.9 FT) NORTH OF LEONARD NCMN 1985.
 FH1179'DESCRIBED BY H.J. SKELLEY, TYPED BY GAM.
 FH1179
 FH1179                          STATION RECOVERY (1989)
 FH1179
 FH1179'RECOVERED 1989
 FH1179'RECOVERED IN GOOD CONDITION.
 FH1179
 FH1179                          STATION RECOVERY (1994)
 FH1179
 FH1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FH1179'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1179'IN LEONARD, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG SOUTH 157TH
 FH1179'AVENUE EAST AND THEN BIXHOMA LAKE ROAD, THENCE 0.2 KM (0.10 MI)
 FH1179'EASTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 FH1179'THE OKLAHOMA GEOLOGICAL SURVEY COMPLEX ENTRANCE ROAD, 38.3 M
 FH1179'(125.7 FT) NORTHWEST OF AND LEVEL WITH THE ROAD CENTER AT A CURVE,
 FH1179'35.1 M (115.2 FT) NORTH OF A UTILITY POLE, 30.2 M (99.1 FT) NORTH OF
 FH1179'REFERENCE MARK 3, 24.4 M (80.1 FT) NORTHWEST OF REFERENCE MARK 2,
 FH1179'15.3 M (50.2 FT) NORTH OF STATION LEONARD, 1.0 M (3.3 FT) SOUTH OF A
 FH1179'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FH1179'GROUND SURFACE. NOTE--THE MONUMENT IS RESTING ON BEDROCK.  TO GAIN
 FH1179'ACCESS TO THE COMPLEX, USE PHONE AT GATE.  TELEPHONE NUMBER (918)
 FH1179'336-6468.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1180 ***********************************************************************
 FH1180  DESIGNATION -  LEONARD NCMN RM 2
 FH1180  PID         -  FH1180
 FH1180  STATE/COUNTY-  OK/TULSA
 FH1180  COUNTRY     -  US
 FH1180  USGS QUAD   -  LEONARD (2018)
 FH1180
 FH1180                         *CURRENT SURVEY CONTROL
 FH1180  ______________________________________________________________________
 FH1180* NAD 83(1993) POSITION- 35 54 32.29111(N) 095 47 41.65942(W)   ADJUSTED
 FH1180* NAD 83(1993) ELLIP HT-   228.186 (meters)        (11/28/94)   ADJUSTED
 FH1180* NAVD 88 ORTHO HEIGHT -   257.392 (meters)      844.46  (feet) ADJUSTED
 FH1180  ______________________________________________________________________
 FH1180  GEOID HEIGHT    -        -29.180 (meters)                     GEOID18
 FH1180  NAD 83(1993) X  -   -522,217.155 (meters)                     COMP
 FH1180  NAD 83(1993) Y  - -5,145,682.953 (meters)                     COMP
 FH1180  NAD 83(1993) Z  -  3,720,149.278 (meters)                     COMP
 FH1180  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FH1180  DYNAMIC HEIGHT  -        257.159 (meters)      843.70  (feet) COMP
 FH1180  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 FH1180
 FH1180  HORZ ORDER      -  SECOND
 FH1180  VERT ORDER      -  FIRST     CLASS II
 FH1180  ELLP ORDER      -  FIFTH     CLASS I
 FH1180
 FH1180.The horizontal coordinates were established by GPS observations
 FH1180.and adjusted by the National Geodetic Survey in November 1994.
 FH1180
 FH1180.The orthometric height was determined by differential leveling and
 FH1180.adjusted by the NATIONAL GEODETIC SURVEY
 FH1180.in August 1994.
 FH1180
 FH1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1180.GEOID18 height accuracy estimate available here.
 FH1180
 FH1180.Click photographs - Photos may exist for this station.
 FH1180
 FH1180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1180
 FH1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1180
 FH1180.The ellipsoidal height was determined by GPS observations
 FH1180.and is referenced to NAD 83.
 FH1180
 FH1180.The dynamic height is computed by dividing the NAVD 88
 FH1180.geopotential number by the normal gravity value computed on the
 FH1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1180.degrees latitude (g = 980.6199 gals.).
 FH1180
 FH1180.The modeled gravity was interpolated from observed gravity values.
 FH1180
 FH1180. The following values were computed from the NAD 83(1993) position.
 FH1180
 FH1180;                    North         East     Units Scale Factor Converg.
 FH1180;SPC OK N     -   103,112.745   799,021.738   MT  0.99995553   +1 18 04.8
 FH1180;SPC OK N     -   338,295.73  2,621,457.15   sFT  0.99995553   +1 18 04.8
 FH1180;UTM  15      - 3,977,461.555   247,781.172   MT  1.00038394   -1 38 24.3
 FH1180
 FH1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1180!SPC OK N     -   0.99996419  x   0.99995553  =   0.99991972
 FH1180!UTM  15      -   0.99996419  x   1.00038394  =   1.00034811
 FH1180
 FH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4778177461(NAD 83)
 FH1180
 FH1180                          SUPERSEDED SURVEY CONTROL
 FH1180
 FH1180  NAD 83(1986)-  35 54 32.30403(N)    095 47 41.65544(W) AD(       ) 2
 FH1180  NGVD 29 (11/30/89)  256.2    (m)  RAPSU86  model used  GPS OBS        
 FH1180
 FH1180.Superseded values are not recommended for survey control.
 FH1180
 FH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1180.See file dsdata.pdf to determine how the superseded data were derived.
 FH1180
 FH1180_MARKER: DR = REFERENCE MARK DISK
 FH1180_SETTING: 66 = SET IN ROCK OUTCROP
 FH1180_STAMPING: LEONARD NCMN NO 2 1985
 FH1180_MARK LOGO: NGS
 FH1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1180+STABILITY: POSITION/ELEVATION WELL
 FH1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1180+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 FH1180
 FH1180  HISTORY     - Date     Condition        Report By
 FH1180  HISTORY     - 1985     MONUMENTED       NGS
 FH1180  HISTORY     - 19890501 GOOD
 FH1180  HISTORY     - 19940401 GOOD             NGS
 FH1180
 FH1180                          STATION DESCRIPTION
 FH1180
 FH1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH1180'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 FH1180'FOLLOWS.
 FH1180'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF LEONARD, 11.3
 FH1180'KM (7.00 MI) EAST OF BIXBY AND 17.7 KM (11.00 MI) NORTHWEST OF
 FH1180'HASKELL, ON THE PROPERTY OF THE OKLAHOMA GEOPHYSICAL OBSERVATORY.
 FH1180'OWNERSHIP -- OKLAHOMA GEOLOGICAL SURVEY, LEONARD, OK.  CONTACT -- MR
 FH1180'JIM LAWSON, CHIEF GEOPHYSICIST, PHONE  918-366-4152.
 FH1180'TO REACH THE STATION FROM U.S. HIGHWAY 64 ON THE WEST EDGE OF LEONARD
 FH1180'AT THE FIRST BAPTIST CHURCH, GO SOUTH ON BIXHOMA LAKE ROAD FOR 0.6 KM
 FH1180'(0.35 MI) TO A T-JUNCTION.  TURN LEFT AND GO EAST FOR 0.05 KM
 FH1180'(0.05 MI) TO A FORK.  BEAR RIGHT AND GO SOUTH FOR 0.95 KM (0.60 MI) TO
 FH1180'A HOUSE ON THE LEFT WITH A LOCKED GATE.  USE THE PHONE IN A METAL BOX
 FH1180'ON THE LEFT SIDE OF THE GATE TO CALL THE OBSERVATORY FOR PERMISSION TO
 FH1180'PROCEED, OR CALL IN ADVANCE.  TURN LEFT THRU THE GATE AND GO EASTERLY
 FH1180'FOR ABOUT 0.3 KM (0.20 MI) TO A ROAD RIGHT AND A CATTLE GUARD AHEAD.
 FH1180'CONTINUE STRAIGHT AHEAD, CROSSING THE CATTLE GUARD, AND GO
 FH1180'NORTHEASTERLY ON THE DIRT ROAD FOR 0.3 KM (0.20 MI) TO A CLEARING AND
 FH1180'THE STATION ON THE LEFT.
 FH1180'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SOFT ROUND
 FH1180'CONCRETE MASS ON SANDSTONE AND IS RECESSED 2 CM BELOW THE GROUND.
 FH1180'LOCATED 25.9 M (85.0 FT) EAST OF AN UTILITY POLE, 15.1 M (49.5 FT)
 FH1180'SOUTHEAST OF LEONARD NCMN 1985, AND 14.3 M (46.9 FT) NORTHWEST OF THE
 FH1180'CENTER OF THE GRAVEL ROAD.
 FH1180'DESCRIBED BY H.J. SKELLEY, TYPED BY GAM.
 FH1180
 FH1180                          STATION RECOVERY (1989)
 FH1180
 FH1180'RECOVERED 1989
 FH1180'RECOVERED IN GOOD CONDITION.
 FH1180
 FH1180                          STATION RECOVERY (1994)
 FH1180
 FH1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FH1180'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1180'IN LEONARD, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG SOUTH 157TH
 FH1180'AVENUE EAST AND THEN BIXHOMA LAKE ROAD, THENCE 0.2 KM (0.10 MI)
 FH1180'EASTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 FH1180'THE OKLAHOMA GEOLOGICAL SURVEY COMPLEX ENTRANCE ROAD, IN A 1 BY
 FH1180'2-FOOT EXPOSED AREA OF BEDROCK, 24.4 M (80.1 FT) SOUTHEAST OF
 FH1180'REFERENCE MARK 1, 21.4 M (70.2 FT) NORTHEAST OF REFERENCE MARK 3,
 FH1180'15.2 M (49.9 FT) EAST OF STATION LEONARD, 13.6 M (44.6 FT) NORTHWEST
 FH1180'OF AND LEVEL WITH THE ROAD CENTER AT A CURVE, 1.0 M (3.3 FT) WEST OF
 FH1180'A WITNESS POST, AND FLUSH WITH THE GROUND SURFACE.  NOTE--TO GAIN
 FH1180'ACCESS TO THE COMPLEX, USE PHONE AT GATE. TELEPHONE NUMBER (918)
 FH1180'336-6468.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1181 ***********************************************************************
 FH1181  DESIGNATION -  LEONARD NCMN RM 3
 FH1181  PID         -  FH1181
 FH1181  STATE/COUNTY-  OK/TULSA
 FH1181  COUNTRY     -  US
 FH1181  USGS QUAD   -  LEONARD (2018)
 FH1181
 FH1181                         *CURRENT SURVEY CONTROL
 FH1181  ______________________________________________________________________
 FH1181* NAD 83(1993) POSITION- 35 54 31.96413(N) 095 47 42.41631(W)   ADJUSTED
 FH1181* NAD 83(1993) ELLIP HT-   227.107 (meters)        (11/28/94)   ADJUSTED
 FH1181* NAVD 88 ORTHO HEIGHT -   256.726 (meters)      842.28  (feet) ADJUSTED
 FH1181  ______________________________________________________________________
 FH1181  GEOID HEIGHT    -        -29.180 (meters)                     GEOID18
 FH1181  NAD 83(1993) X  -   -522,236.546 (meters)                     COMP
 FH1181  NAD 83(1993) Y  - -5,145,686.048 (meters)                     COMP
 FH1181  NAD 83(1993) Z  -  3,720,140.483 (meters)                     COMP
 FH1181  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FH1181  DYNAMIC HEIGHT  -        256.493 (meters)      841.51  (feet) COMP
 FH1181  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 FH1181
 FH1181  HORZ ORDER      -  SECOND
 FH1181  VERT ORDER      -  FIRST     CLASS II
 FH1181  ELLP ORDER      -  FIFTH     CLASS I
 FH1181
 FH1181.The horizontal coordinates were established by GPS observations
 FH1181.and adjusted by the National Geodetic Survey in November 1994.
 FH1181
 FH1181.The orthometric height was determined by differential leveling and
 FH1181.adjusted by the NATIONAL GEODETIC SURVEY
 FH1181.in August 1994.
 FH1181
 FH1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1181.GEOID18 height accuracy estimate available here.
 FH1181
 FH1181.Click photographs - Photos may exist for this station.
 FH1181
 FH1181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1181
 FH1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1181
 FH1181.The ellipsoidal height was determined by GPS observations
 FH1181.and is referenced to NAD 83.
 FH1181
 FH1181.The dynamic height is computed by dividing the NAVD 88
 FH1181.geopotential number by the normal gravity value computed on the
 FH1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1181.degrees latitude (g = 980.6199 gals.).
 FH1181
 FH1181.The modeled gravity was interpolated from observed gravity values.
 FH1181
 FH1181. The following values were computed from the NAD 83(1993) position.
 FH1181
 FH1181;                    North         East     Units Scale Factor Converg.
 FH1181;SPC OK N     -   103,102.239   799,002.994   MT  0.99995554   +1 18 04.3
 FH1181;SPC OK N     -   338,261.26  2,621,395.66   sFT  0.99995554   +1 18 04.3
 FH1181;UTM  15      - 3,977,452.021   247,761.905   MT  1.00038406   -1 38 24.7
 FH1181
 FH1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1181!SPC OK N     -   0.99996436  x   0.99995554  =   0.99991990
 FH1181!UTM  15      -   0.99996436  x   1.00038406  =   1.00034840
 FH1181
 FH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4776177452(NAD 83)
 FH1181
 FH1181                          SUPERSEDED SURVEY CONTROL
 FH1181
 FH1181  NAD 83(1986)-  35 54 31.97697(N)    095 47 42.41227(W) AD(       ) 2
 FH1181  NGVD 29 (11/30/89)  255.2    (m)  RAPSU86  model used  GPS OBS        
 FH1181
 FH1181.Superseded values are not recommended for survey control.
 FH1181
 FH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1181.See file dsdata.pdf to determine how the superseded data were derived.
 FH1181
 FH1181_MARKER: DR = REFERENCE MARK DISK
 FH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1181_STAMPING: LEONARD NCMN NO 3 1985
 FH1181_MARK LOGO: NGS
 FH1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1181+STABILITY: SURFACE MOTION
 FH1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1181+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 FH1181
 FH1181  HISTORY     - Date     Condition        Report By
 FH1181  HISTORY     - 1985     MONUMENTED       NGS
 FH1181  HISTORY     - 19890501 GOOD
 FH1181  HISTORY     - 19940401 GOOD             NGS
 FH1181
 FH1181                          STATION DESCRIPTION
 FH1181
 FH1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FH1181'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 FH1181'FOLLOWS.
 FH1181'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF LEONARD, 11.3
 FH1181'KM (7.00 MI) EAST OF BIXBY AND 17.7 KM (11.00 MI) NORTHWEST OF
 FH1181'HASKELL, ON THE PROPERTY OF THE OKLAHOMA GEOPHYSICAL OBSERVATORY.
 FH1181'OWNERSHIP -- OKLAHOMA GEOLOGICAL SURVEY, LEONARD, OK.  CONTACT -- MR
 FH1181'JIM LAWSON, CHIEF GEOPHYSICIST, PHONE  918-366-4152.
 FH1181'TO REACH THE STATION FROM U.S. HIGHWAY 64 ON THE WEST EDGE OF LEONARD
 FH1181'AT THE FIRST BAPTIST CHURCH, GO SOUTH ON BIXHOMA LAKE ROAD FOR 0.6 KM
 FH1181'(0.35 MI) TO A T-JUNCTION.  TURN LEFT AND GO EAST FOR 0.05 KM
 FH1181'(0.05 MI) TO A FORK.  BEAR RIGHT AND GO SOUTH FOR 0.95 KM (0.60 MI) TO
 FH1181'A HOUSE ON THE LEFT WITH A LOCKED GATE.  USE THE PHONE IN A METAL BOX
 FH1181'ON THE LEFT SIDE OF THE GATE TO CALL THE OBSERVATORY FOR PERMISSION TO
 FH1181'PROCEED, OR CALL IN ADVANCE.  TURN LEFT THRU THE GATE AND GO EASTERLY
 FH1181'FOR ABOUT 0.3 KM (0.20 MI) TO A ROAD RIGHT AND A CATTLE GUARD AHEAD.
 FH1181'CONTINUE STRAIGHT AHEAD, CROSSING THE CATTLE GUARD, AND GO
 FH1181'NORTHEASTERLY ON THE DIRT ROAD FOR 0.3 KM (0.20 MI) TO A CLEARING AND
 FH1181'THE STATION ON THE LEFT.
 FH1181'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SOFT ROUND
 FH1181'CONCRETE MASS ON SANDSTONE AND IS RECESSED 10 CM BELOW THE GROUND.
 FH1181'LOCATED 24.2 M (79.4 FT) NORTHWESTERLY FROM THE CENTER OF THE GRAVEL
 FH1181'ROAD, 15.3 M (50.2 FT) SOUTH OF LEONARD NCMN 1985 AND 5.2 M (17.1 FT)
 FH1181'NORTHEAST OF AN UTILITY POLE.
 FH1181'DESCRIBED BY H.J. SKELLEY, TYPED BY GAM.
 FH1181
 FH1181                          STATION RECOVERY (1989)
 FH1181
 FH1181'RECOVERED 1989
 FH1181'RECOVERED IN GOOD CONDITION.
 FH1181
 FH1181                          STATION RECOVERY (1994)
 FH1181
 FH1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FH1181'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1181'IN LEONARD, THENCE 1.8 KM (1.10 MI) SOUTHERLY ALONG SOUTH 157 AVENUE
 FH1181'EAST AND THEN BIXHOMA LAKE ROAD, THENCE 0.2 KM (0.10 MI) EASTERLY
 FH1181'ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE
 FH1181'OKLAHOMA GEOLOGICAL SURVEY COMPLEX ENTRANCE ROAD, 30.2 M (99.1 FT)
 FH1181'SOUTH OF REFERENCE MARK 1, 24.0 M (78.7 FT) WEST OF THE CENTER OF THE
 FH1181'ROAD, 21.4 M (70.2 FT) SOUTHWEST OF REFERENCE MARK 2, 15.3 M
 FH1181'(50.2 FT) SOUTH OF STATION LEONARD, 5.0 M (16.4 FT) NORTH OF A
 FH1181'UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M
 FH1181'(1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 FH1181'0.015 M (0.049 FT) BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 FH1181'RESTING ON BEDROCK.  TO GAIN ACCESS TO THE COMPLEX, USE PHONE AT
 FH1181'GATE.  TELEPHONE NUMBER (918)336-6468.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1017 ***********************************************************************
 FH1017  DESIGNATION -  LESSLEY
 FH1017  PID         -  FH1017
 FH1017  STATE/COUNTY-  OK/SEQUOYAH
 FH1017  COUNTRY     -  US
 FH1017  USGS QUAD   -  GANS (2018)
 FH1017
 FH1017                         *CURRENT SURVEY CONTROL
 FH1017  ______________________________________________________________________
 FH1017* NAD 83(1993) POSITION- 35 27 45.67613(N) 094 43 34.56960(W)   ADJUSTED
 FH1017* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 FH1017  ______________________________________________________________________
 FH1017  GEOID HEIGHT    -        -29.944 (meters)                     GEOID18
 FH1017  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 FH1017  HORZ ORDER      -  FIRST
 FH1017
 FH1017.The horizontal coordinates were established by classical geodetic methods
 FH1017.and adjusted by the National Geodetic Survey in November 1994.
 FH1017
 FH1017.The orthometric height was scaled from a topographic map.
 FH1017
 FH1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1017.GEOID18 height accuracy estimate available here.
 FH1017
 FH1017.Click photographs - Photos may exist for this station.
 FH1017
 FH1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1017
 FH1017. The following values were computed from the NAD 83(1993) position.
 FH1017
 FH1017;                    North         East     Units Scale Factor Converg.
 FH1017;SPC OK N     -    56,346.625   897,110.667   MT  1.00002050   +1 55 55.1
 FH1017;SPC OK N     -   184,863.89  2,943,270.58   sFT  1.00002050   +1 55 55.1
 FH1017;SPC OK S     -   241,026.757   897,124.653   MT  1.00005338   +1 51 29.6
 FH1017;SPC OK S     -   790,768.62  2,943,316.47   sFT  1.00005338   +1 51 29.6
 FH1017;UTM  15      - 3,925,724.637   343,359.103   MT  0.99990237   -1 00 06.3
 FH1017
 FH1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1017!SPC OK N     -   0.99997706  x   1.00002050  =   0.99999756
 FH1017!SPC OK S     -   0.99997706  x   1.00005338  =   1.00003044
 FH1017!UTM  15      -   0.99997706  x   0.99990237  =   0.99987943
 FH1017
 FH1017:                Primary Azimuth Mark                     Grid Az
 FH1017:SPC OK N     -  LESSLEY AZ MK                            079 00 54.8
 FH1017:SPC OK S     -  LESSLEY AZ MK                            079 05 20.3
 FH1017:UTM  15      -  LESSLEY AZ MK                            081 56 56.2
 FH1017
 FH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV4335925724(NAD 83)
 FH1017
 FH1017|---------------------------------------------------------------------|
 FH1017| PID    Reference Object                     Distance      Geod. Az  |
 FH1017|                                                           dddmmss.s |
 FH1017| CI2328 LESSLEY RM 1                         20.988 METERS 03643     |
 FH1017| CI2327 LESSLEY AZ MK                                      0805649.9 |
 FH1017| FH1029 SALLISAW MUNICIPAL TANK             APPROX. 5.9 KM 2685303.1 |
 FH1017| CI2329 LESSLEY RM 2                         19.305 METERS 28725     |
 FH1017|---------------------------------------------------------------------|
 FH1017
 FH1017                          SUPERSEDED SURVEY CONTROL
 FH1017
 FH1017  NAD 83(1986)-  35 27 45.68093(N)    094 43 34.55542(W) AD(       ) 1
 FH1017  NAD 27      -  35 27 45.34800(N)    094 43 33.75900(W) AD(       ) 1
 FH1017
 FH1017.Superseded values are not recommended for survey control.
 FH1017
 FH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1017.See file dsdata.pdf to determine how the superseded data were derived.
 FH1017
 FH1017_MARKER: DS = TRIANGULATION STATION DISK
 FH1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1017_STAMPING: LESSLEY 1940
 FH1017_MARK LOGO: CGS
 FH1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1017+STABILITY: SURFACE MOTION
 FH1017
 FH1017  HISTORY     - Date     Condition        Report By
 FH1017  HISTORY     - 1940     MONUMENTED       CGS
 FH1017  HISTORY     - 1959     GOOD             CGS
 FH1017  HISTORY     - 1970     GOOD             OKDH
 FH1017  HISTORY     - 20090119 MARK NOT FOUND   AIRDAT
 FH1017
 FH1017                          STATION DESCRIPTION
 FH1017
 FH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1017'STATION IS LOCATED ABOUT 3.5 MILES E OF SALLISAW, AND ABOUT
 FH1017'2.5 MILES NW OF HANSON, ON A SLIGHT WOODED KNOLL.  THE LAND
 FH1017'IS OWNED BY MRS. T.F. LESSLEY, WHO LIVES IN HANSON.
 FH1017'
 FH1017'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1017'DISKS SET IN CONCRETE.
 FH1017'
 FH1017'STATION MARK IS STAMPED LESSLEY 1940, AND PROJECTS 6 INCHES.
 FH1017'IT IS 15 FEET S OF A 10-INCH OAK TREE, 17 FEET N OF AN 8-INCH
 FH1017'OAK TREE, 29 FEET E OF A 12-INCH HICKORY TREE, AND 4 FEET
 FH1017'E OF A WHITE REFERENCE POST.
 FH1017'
 FH1017'REFERENCE MARK NO.1 IS STAMPED LESSLEY NO.1, 1940, AND PROJECTS
 FH1017'6 INCHES.  IT IS 15.4 FEET N OF A 14-INCH OAK TREE, 10 FEET
 FH1017'S OF A 10-INCH OAK TREE, 19 FEET NW OF AN 8-INCH OAK TREE,
 FH1017'AND ABOUT 1 FOOT LOWER THAN THE STATION.  REFERENCE MARK
 FH1017'NO.2 IS STAMPED LESSLEY NO.2 1940, AND PROJECTS 6 INCHES.
 FH1017'IT IS 28 FEET NW OF AN 8-INCH OAK TREE, 34 FEET SW OF A
 FH1017'10-INCH OAK TREE, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FH1017'
 FH1017'THE AZIMUTH MARK IS STAMPED LESSLEY 1940, AND PROJECTS 6
 FH1017'INCHES.  IT IS 9 FEET S OF A POWER LINE POLE NO.65/14, 13
 FH1017'FEET N OF A FENCE, 30 FEET N OF THE CENTER OF A GRAVEL ROAD,
 FH1017'AND 3.7 FEET N OF A WHITE REFERENCE POST.
 FH1017'
 FH1017'TO REACH AZIMUTH MARK FROM THE STATION, GO E ON GRAVEL ROAD
 FH1017'FOR 0.4 MILE TO AZIMUTH MARK ON THE LEFT (N) SIDE OF THE ROAD.
 FH1017'
 FH1017'TO REACH STATION FROM SALLISAW, AT THE JUNCTION OF U.S.
 FH1017'HIGHWAYS 64 AND 59,GO N ON HIGHWAY 59 FOR 0.1 MILE TO A
 FH1017'GRAVEL ROAD RIGHT (E), TURN RIGHT AND GO 3.4 MILES TO A
 FH1017'ROAD TO THE RIGHT (S), TURN SHARP RIGHT AT CORNER AND FOLLOW
 FH1017'TRACKS THROUGH WOODS 0.05 MILE TO STATION.
 FH1017'
 FH1017'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1017
 FH1017                          STATION RECOVERY (1959)
 FH1017
 FH1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1017'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1017'CONDITION.
 FH1017'
 FH1017'THE DESCRIPTION TO REACH THE STATION IS ACCURATE EXCEPT
 FH1017'AT SALLISAW, GO NORTH ON U.S. HIGHWAY 59 0.2 MILE INSTEAD
 FH1017'OF 0.1 AS ORIGINALLY DESCRIBED.
 FH1017'
 FH1017'IF A TRUCK IS DRIVEN TO THE STATION IT WOULD BE NECESSARY
 FH1017'TO PASS THROUGH THE YARD AT THE FARMHOUSE ABOUT 0.15 MILE
 FH1017'WEST OF THE STATION.
 FH1017
 FH1017                          STATION RECOVERY (1970)
 FH1017
 FH1017'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (HGU)
 FH1017'LESSLEY 1940 RECOVERED IN GOOD CONDITION.
 FH1017'
 FH1017'DESCRIPTION ADEQUATE.
 FH1017
 FH1017                          STATION RECOVERY (2009)
 FH1017
 FH1017'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FH1017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0821 ***********************************************************************
 GG0821  DESIGNATION -  LETTERMAN
 GG0821  PID         -  GG0821
 GG0821  STATE/COUNTY-  OK/WAGONER
 GG0821  COUNTRY     -  US
 GG0821  USGS QUAD   -  ONETA (2019)
 GG0821
 GG0821                         *CURRENT SURVEY CONTROL
 GG0821  ______________________________________________________________________
 GG0821* NAD 83(1993) POSITION- 36 01 17.87451(N) 095 39 06.03520(W)   ADJUSTED
 GG0821* NAVD 88 ORTHO HEIGHT -   252.1   (meters)      827.    (feet) VERTCON3
 GG0821  ______________________________________________________________________
 GG0821  GEOID HEIGHT    -        -29.204 (meters)                     GEOID18
 GG0821  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 GG0821  HORZ ORDER      -  FIRST
 GG0821
 GG0821.The horizontal coordinates were established by classical geodetic methods
 GG0821.and adjusted by the National Geodetic Survey in November 1994.
 GG0821
 GG0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0821
 GG0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0821.GEOID18 height accuracy estimate available here.
 GG0821
 GG0821.Click photographs - Photos may exist for this station.
 GG0821
 GG0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0821
 GG0821. The following values were computed from the NAD 83(1993) position.
 GG0821
 GG0821;                    North         East     Units Scale Factor Converg.
 GG0821;SPC OK N     -   115,912.425   811,644.161   MT  0.99994863   +1 23 09.1
 GG0821;SPC OK N     -   380,289.35  2,662,869.22   sFT  0.99994863   +1 23 09.1
 GG0821;UTM  15      - 3,989,600.866   261,049.467   MT  1.00030360   -1 33 36.6
 GG0821
 GG0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0821!SPC OK N     -   0.99996502  x   0.99994863  =   0.99991366
 GG0821!UTM  15      -   0.99996502  x   1.00030360  =   1.00026861
 GG0821
 GG0821:                Primary Azimuth Mark                     Grid Az
 GG0821:SPC OK N     -  STANFIELD                                185 03 17.4
 GG0821:UTM  15      -  STANFIELD                                188 00 03.1
 GG0821
 GG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6104989600(NAD 83)
 GG0821
 GG0821|---------------------------------------------------------------------|
 GG0821| PID    Reference Object                     Distance      Geod. Az  |
 GG0821|                                                           dddmmss.s |
 GG0821| CI2331 LETTERMAN RM 1                       45.040 METERS 08236     |
 GG0821| FH1145 COWETA MUNICIPAL TANK               APPROX. 7.7 KM 1794618.6 |
 GG0821| FH1144 STANFIELD                           APPROX.14.4 KM 1862626.5 |
 GG0821| CI2330 LETTERMAN AZ MK                                    1925130.3 |
 GG0821| GG0827 BROKEN ARROW MUNICIPAL TANK         APPROX.12.9 KM 2843625.5 |
 GG0821| CI2332 LETTERMAN RM 2                       43.273 METERS 31245     |
 GG0821|---------------------------------------------------------------------|
 GG0821
 GG0821                          SUPERSEDED SURVEY CONTROL
 GG0821
 GG0821  NAD 83(1986)-  36 01 17.89882(N)    095 39 06.02007(W) AD(       ) 1
 GG0821  NAD 27      -  36 01 17.53500(N)    095 39 05.08700(W) AD(       ) 1
 GG0821  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 GG0821
 GG0821.Superseded values are not recommended for survey control.
 GG0821
 GG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0821.See file dsdata.pdf to determine how the superseded data were derived.
 GG0821
 GG0821_MARKER: DS = TRIANGULATION STATION DISK
 GG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0821_STAMPING: LETTERMAN 1934
 GG0821_MARK LOGO: CGS
 GG0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0821+STABILITY: SURFACE MOTION
 GG0821
 GG0821  HISTORY     - Date     Condition        Report By
 GG0821  HISTORY     - 1934     MONUMENTED       CGS
 GG0821  HISTORY     - 1954     GOOD             SSC
 GG0821  HISTORY     - 1960     GOOD             CGS
 GG0821  HISTORY     - 1969     GOOD             CGS
 GG0821  HISTORY     - 1986     GOOD             USPSQD
 GG0821
 GG0821                          STATION DESCRIPTION
 GG0821
 GG0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0821'STATION IS LOCATED ABOUT 10 MILES SE OF BROKEN ARROW, AND 5 MILES
 GG0821'N OF COWETA, IN THE SW 1/4 SEC. 19, T 18 N, R 16 E, ON LAND
 GG0821'OWNED BY H. LETTERMAN OF BROKEN ARROW.
 GG0821'
 GG0821'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GG0821'STANDARD BRONZE DISKS SET IN CONCRETE.
 GG0821'
 GG0821'AZIMUTH MARK IS S OF STATION 0.9 MILE ON W SIDE OF ROAD, 15
 GG0821'PACES FROM THE CENTER LINE IN FENCE CORNER NEAR SMALL GRAY
 GG0821'HOUSE.
 GG0821'
 GG0821'TO REACH STATION FROM COWETA BY U.S. HIGHWAY 51 N FOR 3.7 MILES
 GG0821'TO POINT WHERE HIGHWAY TURNS W, HERE LEAVE HIGHWAY AND CONTINUE
 GG0821'N ON DIRT ROAD FOR 1.05 MILES TO CROSSROADS.  CONTINUE N UPHILL
 GG0821'0.2 MILE TO SUMMIT.  HERE LEAVE ROAD AND GO N AND E THROUGH
 GG0821'FENCE IN OPEN PASTURE 0.2 MILE TO HIGHEST POINT OF HILL AND
 GG0821'STATION.
 GG0821'
 GG0821'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GG0821
 GG0821                          STATION RECOVERY (1954)
 GG0821
 GG0821'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1954 (RJP)
 GG0821'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DUE
 GG0821'TO RELOCATION OF STATE HIGHWAY 51, THE INSTRUCTIONS SHOULD
 GG0821'READ AS FOLLOWS-
 GG0821'
 GG0821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51
 GG0821'AND 72 ON THE N EDGE OF COWETA, PROCEED NW FOR 0.5 MI. FROM
 GG0821'THIS JUNCTION.  TURN RIGHT AND GO N FOR 3.7 MI. ON A DIRT ROAD
 GG0821'TO A T-INTERSECTION.  TURN RIGHT AND GO E FOR 0.2 MI. TO A DIRT
 GG0821'ROAD ON THE LEFT.  TURN LEFT AND GO N FOR 0.2 MI. TO AN OIL
 GG0821'WELL PUMP.  PROCEED FROM THE OIL WELL PUMP FOR 500 FT. NE TO
 GG0821'THE SUMMIT OF THE HILL AND THE STATION.  AZIMUTH MARK NOT
 GG0821'VISITED.
 GG0821
 GG0821                          STATION RECOVERY (1960)
 GG0821
 GG0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0821'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0821'CONDITION.
 GG0821'
 GG0821'TO REACH FROM COWETA, FROM THE JUNCTION OF STATE HIGHWAYS
 GG0821'67 AND 72 NEAR THE CENTER OF TOWN, GO NORTH ON STATE HIGHWAY
 GG0821'72 FOR 0.3 MILE TO JUNCTION WITH STATE HIGHWAY 51, TURN LEFT AND
 GG0821'GO NORTHWEST FOR 0.6 MILE TO FORKS, TAKE RIGHT FORK AND GO
 GG0821'NORTH ON GRAVEL ROAD FOR 2.6 MILES TO FORKS, CONTINUE NORTH ON
 GG0821'RIGHT FORK FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GG0821'(THIS IS ABOUT 0.1 MILE NORTH OF A WHITE HOUSE, WEST ACROSS
 GG0821'ROAD FROM A STEEL GATE AND 14 FEET WEST OF THE RIGHT OF WAY
 GG0821'FENCE), CONTINUE NORTH FOR 0.45 MILE TO A T-INTERSECTION,
 GG0821'TURN RIGHT AND GO EAST FOR 0.25 MILE TO A CATTLE GUARD ON
 GG0821'THE LEFT, TURN LEFT ACROSS CATTLE GUARD AND GO NORTH AND
 GG0821'NORTHWEST FOR 0.15 MILE TO AN OIL WELL, CONTINUE NORTHWEST
 GG0821'AND NORTH FOR 0.2 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 GG0821
 GG0821                          STATION RECOVERY (1969)
 GG0821
 GG0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JEK)
 GG0821'THE STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK AND BOTH
 GG0821'REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 GG0821'AZIMUTH MARK WAS NOT FOUND.  MEASURED QUANTITIES WERE AS SHOWN
 GG0821'ABOVE.
 GG0821
 GG0821                          STATION RECOVERY (1986)
 GG0821
 GG0821'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0821'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0642 ***********************************************************************
 GH0642  DESIGNATION -  LEWIS
 GH0642  PID         -  GH0642
 GH0642  STATE/COUNTY-  OK/KAY
 GH0642  COUNTRY     -  US
 GH0642  USGS QUAD   -  NEWKIRK (2018)
 GH0642
 GH0642                         *CURRENT SURVEY CONTROL
 GH0642  ______________________________________________________________________
 GH0642* NAD 83(1997) POSITION- 36 59 56.14517(N) 097 00 42.89800(W)   ADJUSTED
 GH0642* NAVD 88 ORTHO HEIGHT -   367.19  (+/-2cm)     1204.7   (feet) VERTCON3
 GH0642  ______________________________________________________________________
 GH0642  GEOID HEIGHT    -        -29.080 (meters)                     GEOID18
 GH0642  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 GH0642  HORZ ORDER      -  FIRST
 GH0642  VERT ORDER      -  THIRD ? (See Below)
 GH0642
 GH0642.The horizontal coordinates were established by classical geodetic methods
 GH0642.and adjusted by the National Geodetic Survey in October 1998.
 GH0642
 GH0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0642
 GH0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0642.GEOID18 height accuracy estimate available here.
 GH0642
 GH0642.The vertical order pertains to the NGVD 29 superseded value.
 GH0642
 GH0642.Click photographs - Photos may exist for this station.
 GH0642
 GH0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0642
 GH0642. The following values were computed from the NAD 83(1997) position.
 GH0642
 GH0642;                    North         East     Units Scale Factor Converg.
 GH0642;SPC OK N     -   222,246.831   687,955.167   MT  1.00005063   +0 34 59.2
 GH0642;SPC OK N     -   729,154.81  2,257,066.24   sFT  1.00005063   +0 34 59.2
 GH0642;UTM  14      - 4,096,601.034   676,904.244   MT  0.99998554   +1 11 48.3
 GH0642
 GH0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0642!SPC OK N     -   0.99994694  x   1.00005063  =   0.99999757
 GH0642!UTM  14      -   0.99994694  x   0.99998554  =   0.99993248
 GH0642
 GH0642:                Primary Azimuth Mark                     Grid Az
 GH0642:SPC OK N     -  LEWIS AZ MK                              002 02 31.1
 GH0642:UTM  14      -  LEWIS AZ MK                              001 25 42.0
 GH0642
 GH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7690496601(NAD 83)
 GH0642
 GH0642|---------------------------------------------------------------------|
 GH0642| PID    Reference Object                     Distance      Geod. Az  |
 GH0642|                                                           dddmmss.s |
 GH0642| CL4746 LEWIS AZ MK                                        0023730.3 |
 GH0642| CL4747 LEWIS RM 1                           47.800 METERS 06108     |
 GH0642| CL4748 LEWIS RM 2                           36.924 METERS 17919     |
 GH0642| GH0644 NEWKIRK MUNICIPAL TANK              APPROX.13.8 KM 1944628.9 |
 GH0642| GH0646 CHILOCCO INDIAN AGR SCHOOL TK       APPROX. 5.5 KM 2562453.8 |
 GH0642| HF1316 ARKANSAS CITY KEEFE PACK CO TK      APPROX. 5.2 KM 3351714.1 |
 GH0642| HF1320 ARKANSAS CITY NEW ERA MILL TK       APPROX. 6.9 KM 3372545.0 |
 GH0642| HF1315 ARKANSAS CITY MUNICIPAL TANK        APPROX. 8.6 KM 3375424.4 |
 GH0642| GH0643 PT 17                                 8.864 METERS 35816     |
 GH0642| CL4749 LEWIS RM 3                           25.046 METERS 35920     |
 GH0642|---------------------------------------------------------------------|
 GH0642
 GH0642                          SUPERSEDED SURVEY CONTROL
 GH0642
 GH0642  NAD 83(1993)-  36 59 56.14562(N)    097 00 42.89540(W) AD(       ) 1
 GH0642  NAD 83(1986)-  36 59 56.15725(N)    097 00 42.88818(W) AD(       ) 1
 GH0642  NAD 27      -  36 59 56.04726(N)    097 00 41.75398(W) AD(       ) 1
 GH0642  NGVD 29             367.07   (m)         1204.3    (f) LEVELING    3  
 GH0642
 GH0642.Superseded values are not recommended for survey control.
 GH0642
 GH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0642.See file dsdata.pdf to determine how the superseded data were derived.
 GH0642
 GH0642_MARKER: DS = TRIANGULATION STATION DISK
 GH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0642_STAMPING: LEWIS 1935
 GH0642_MARK LOGO: CGS
 GH0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0642+STABILITY: SURFACE MOTION
 GH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0642+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 GH0642
 GH0642  HISTORY     - Date     Condition        Report By
 GH0642  HISTORY     - 1935     MONUMENTED       CGS
 GH0642  HISTORY     - 1958     GOOD             CGS
 GH0642  HISTORY     - 1963     GOOD             CGS
 GH0642  HISTORY     - 1968     MARK NOT FOUND   USGS
 GH0642  HISTORY     - 19840905 GOOD             NGS
 GH0642  HISTORY     - 20070820 GOOD             AIRDAT
 GH0642
 GH0642                          STATION DESCRIPTION
 GH0642
 GH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0642'STATION IS LOCATED AT THE NORTH CORNER OF SECTIONS 17 AND
 GH0642'18, T. 29 S., R. 3 E., OKLAHOMA, IN RIGHT-OF-WAY FENCE WHICH
 GH0642'IS 34 FEET WEST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, 22
 GH0642'FEET SOUTH OF STONE CORNER POST.
 GH0642'
 GH0642'REACHED FROM THE ARKANSAS RIVER BRIDGE, JUST SOUTH OF ARKANSAS
 GH0642'CITY, BY GOING SOUTH ON U.S. HIGHWAY 77 FOR 2.0 MILES TO
 GH0642'GRAVEL CROSS ROAD (SCHOOLHOUSE ON RIGHT), TURN LEFT AND GO
 GH0642'1.5 MILES EAST TO T-ROAD, TURN RIGHT AND GO 1.0 MILE SOUTH,
 GH0642'TURN LEFT AND GO 0.05 MILE EAST TO T-ROAD AND STATION ON
 GH0642'RIGHT.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 GH0642'
 GH0642'AZIMUTH MARK IS 0.4 MILE NORTH OF STATION.  REACHED FROM
 GH0642'STATION BY GOING 0.05 MILE WEST, TURN RIGHT AND GO 0.4 MILE
 GH0642'NORTH, TURN RIGHT AND GO 0.05 MILE EAST TO MARK ON LEFT IN
 GH0642'NORTH RIGHT-OF-WAY FENCE WHICH IS 20 FEET NORTH OF CENTER
 GH0642'LINE OF ROAD.  MARK PROJECTS 5 INCHES.
 GH0642'
 GH0642'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, IN RIGHT-OF-WAY
 GH0642'FENCE LINE.  MARK PROJECTS 6 INCHES.
 GH0642'
 GH0642'REFERENCE MARK NO. 2 IS SOUTH OF STATION, IN NORTH-AND-SOUTH
 GH0642'RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 GH0642'
 GH0642'A TIE WAS MADE TO U.S.G.S. PRIMARY TRAVERSE NO. 17 (1916),
 GH0642'WHICH WAS RECOVERED IN GOOD CONDITION.  IT IS 7.5 FEET NORTH
 GH0642'OF STONE CORNER POST.
 GH0642'
 GH0642'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 GH0642'AS DESCRIBED.
 GH0642'
 GH0642'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH0642
 GH0642                          STATION RECOVERY (1958)
 GH0642
 GH0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0642'STATION MARKS AND REFERENCE MARK NUMBER 2 WERE RECOVERED
 GH0642'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 GH0642'NUMBER 1 AND U.S.G.S. PRIMARY TRAVERSE NO. 17 (1916) WERE
 GH0642'DESTROYED AND A NEW REFERENCE MARK WAS SET.  REFERENCE MARK
 GH0642'NUMBER 3 WAS OCCUPIED BECAUSE OF THE IMPOSSIBILITY TO BUILD
 GH0642'A TOWER OVER THE STATION MARK.  ALL DISTANCE AND DIRECTIONS
 GH0642'CHECKED THOSE OF 1935 EXCEPT FOR A DIFFERENCE OF 0.15 FEET
 GH0642'NOTED IN THE DISTANCE TO REFERENCE MARK NUMBER 2.  A NEW
 GH0642'DESCRIPTION FOLLOWS-
 GH0642'
 GH0642'STATION IS ABOUT 4 MILES SOUTH AND 1 MILE EAST OF ARKANSAS
 GH0642'CITY AND IN THE NORTHEAST CORNER OF SECTION 18, T 29 N,
 GH0642'R 3 E.
 GH0642'
 GH0642'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 77 AND 166,
 GH0642'IN SOUTH EDGE OF ARKANSAS CITY, GO SOUTH ON U.S. 77 FOR 3.85
 GH0642'MILES TO CROSSROADS AT KANSAS-OKLAHOMA STATE LINE.  TURN
 GH0642'LEFT AND GO EAST ON GRAVEL ROAD FOR 1.45 MILES TO SIDE ROAD
 GH0642'RIGHT AND STATION IN SOUTHWEST ANGLE OF INTERSECTION.  TO
 GH0642'REACH AZIMUTH MARK FROM STATION, GO WEST FOR 0.05 MILE TO
 GH0642'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD
 GH0642'FOR 0.4 MILE TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.05
 GH0642'MILE TO FIELD ENTRANCE AND AZIMUTH MARK ON LEFT.
 GH0642'
 GH0642'STATION MARKS ARE STANDARD DISKS, STAMPED LEWIS 1935.  SURFACE
 GH0642'MARK IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST
 GH0642'WHICH PROJECTS 2 INCHES.  IT IS 47 FEET SOUTH OF THE EAST-WEST
 GH0642'ROAD CENTER, 35 FEET WEST OF THE NORTH-SOUTH ROAD CENTER,
 GH0642'23 FEET NORTH OF A POWERLINE POLE, 21 FEET SOUTH OF A STONE,
 GH0642'FENCE CORNERPOST, 20 FEET SOUTH OF A TELEPHONE POLE AND 3
 GH0642'FEET EAST OF A NORTH-SOUTH RIGHT-OF-WAY FENCELINE.  A 4 IN
 GH0642'X 4 IN WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 GH0642'
 GH0642'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEWIS NO 2 1935.
 GH0642'IT IS SET IN THE TOP OF A 10 INCH ROUND, CONCRETE POST WHICH
 GH0642'PROJECTS 4 INCHES.  IT IS 34 FEET WEST OF THE NORTH-SOUTH
 GH0642'ROAD CENTER AND 3 FEET EAST OF THE FENCELINE.
 GH0642'
 GH0642'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LEWIS NO 3
 GH0642'1935.  IT IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 GH0642'POST WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 61 FEET NORTH
 GH0642'OF THE STONE CORNERPOST, 38 FEET NORTH OF THE EAST-WEST
 GH0642'ROAD CENTER, 70 FEET WEST OF A TELEPHONE POLE AND 8 FEET
 GH0642'NORTH OF AN EAST-WEST RIGHT-OF-WAY FENCELINE.
 GH0642'
 GH0642'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEWIS 1935.  IT
 GH0642'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 GH0642'PROJECTS 6 INCHES.  IT IS 66 FEET WEST OF A POWERLINE POLE,
 GH0642'36 FEET SOUTHEAST OF A GATE CENTER AND 19 FEET NORTH OF
 GH0642'GRAVEL ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 GH0642'SET 2 FEET EAST OF THE MARK.
 GH0642
 GH0642                          STATION RECOVERY (1963)
 GH0642
 GH0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 GH0642'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GH0642'FOUND IN GOOD CONDITION.
 GH0642
 GH0642                          STATION RECOVERY (1968)
 GH0642
 GH0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0642'STATION LOST.  MARK WAS FOUND LYING ON ITS SIDE IN DITCH
 GH0642'AT DESCRIBED LOCATION.
 GH0642'
 GH0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MI
 GH0642'N AND 3.0 MI E OF CHILOCCO INDIAN SCHOOL.
 GH0642
 GH0642                          STATION RECOVERY (1984)
 GH0642
 GH0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GH0642'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 GH0642'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. THE
 GH0642'SITE IS NOW A CULTIVATED FIELD.  AN AZIMUTH MARK 2 WAS ESTABLISHED.
 GH0642'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 AGREED WITH 1958 DATA,
 GH0642'HOWEVER THE DISTANCE TO REFERENCE MARK 3 WAS 0.017 M (0.056 FT) LONGER
 GH0642'AND THE DIRECTION WAS 3 MINUTES, 8 SECONDS SMALLER.  THE UNDERGROUND
 GH0642'MARK WAS NOT INSPECTED.  DUE TO ROAD CHANGES AND THE NEW AZIMUTH MARK,
 GH0642'A COMPLETE, NEW DESCRIPTION FOLLOWS.
 GH0642'THE STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) NORTH NORTHEAST OF
 GH0642'NEWKIRK, 7.2 KM (4.45 MI) SOUTH OF ARKANSAS CITY, KANSAS, 3.2 KM (2.00
 GH0642'MI) EAST OF US HIGHWAY 77, ON THE SOUTH SIDE OF THE KANSAS/OKLAHOMA
 GH0642'STATE LINE, AT AN OFFSET CROSSROAD AND AT THE NORTHEAST CORNER OF
 GH0642'SEC18, 729N, R3E ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 GH0642'INTERSECTION OF US HIGHWAYS 77 AND 166, IN ARKANSAS CITY, KANSAS, GO
 GH0642'SOUTH ON HIGHWAY 77 FOR 6.84 KM (4.25 MI) TO A GRAVELED CROSSROAD, AT
 GH0642'THE OKLAHOMA STATE LINE.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD
 GH0642'FOR 3.21 KM (2.00 MI) TO AN OFFSET CROSSROAD AND THE STATION ON THE
 GH0642'RIGHT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 GH0642'THE STATION IS A STANDARD CGS DISK STAMPED LEWIS 1935, SET INTO THE
 GH0642'TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER
 GH0642'FLUSH WITH GROUND LOCATED 47.0 FT (14.3 M) S FROM THE CENTERLINE OF
 GH0642'THE STATELINE ROAD, 35.0 FT (10.7 M) W FROM THE CENTERLINE OF THE ROAD
 GH0642'LEADING SOUTH, 23.3 FT (7.1 M) N FROM A POWERLINE POLE, 22.0 FT (6.7
 GH0642'M) S FROM A STONE, FENCE CORNER POST, AND 2.0 FT (0.6 M) E FROM A
 GH0642'FENCE AND A WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 GH0642'STAMPED LEWIS NO 2 1935, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GH0642'12.0 INCHES OR 30.0 CM IN DIAMETER RECESSED 2 INCHES OR 5 CM BELOW THE
 GH0642'GROUND LOCATED 168.0 FT (51.2 M) S FROM THE STATE LINE ROAD, 34.0 FT
 GH0642'(10.4 M) W FROM THE CENTERLINE OF THE ROAD LEADING SOUTH, 2.0 FT (0.6
 GH0642'M) E FROM A FENCE, 1.0 FT (0.3 M) N FROM A WITNESS POST, AND 2.0 FT
 GH0642'(0.6 M) LOWER THAN THE STATION.
 GH0642'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED LEWIS NO 3 1935,
 GH0642'SET INTO THE TOP OF A CONCRETE MONUMENT 10.0 INCHES OR 25 CM IN
 GH0642'DIAMETER PROJECTING 02 INCHES OR 005 CM ABOVE THE GROUND LOCATED 60.0
 GH0642'FT (18.3 M) N FROM THE STONE CORNER POST, 39.0 FT (11.9 M) N FROM THE
 GH0642'STATE-LINE ROAD, 53.5 FT (16.3 M) W FROM A T-FENCE CORNER POST, AND
 GH0642'8.0 FT (2.4 M) N FROM A FENCE.  AZIMUTH MARK NO 2 IS A STANDARD NGS
 GH0642'DISK STAMPED LEWIS 1935 NO 2 1984, SET INTO THE TOP OF A ROUND
 GH0642'CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER PROJECTING 2
 GH0642'INCHES OR 5 CM ABOVE THE GROUND LOCATED 47.5 FT (14.5 M) N FROM THE
 GH0642'NORTH GATE POST OF A METAL, BRACED GATE, 46.5 FT (14.2 M) S FROM A
 GH0642'TELEPHONE LINE POLE, 33.0 FT (10.1 M) E FROM THE CENTERLINE OF THE
 GH0642'ROAD, AND 2.5 FT (0.8 M) NW FROM A WITNESS POST.  TO REACH THE AZIMUTH
 GH0642'MARK FROM THE STATION, GO SOUTH ON A GRAVELED ROAD FOR 0.48 KM (0.30
 GH0642'MI) TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK 2 ON THE LEFT.
 GH0642
 GH0642                          STATION RECOVERY (2007)
 GH0642
 GH0642'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 GH0642'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0934 ***********************************************************************
 FJ0934  DESIGNATION -  LEXINGTON MUNICIPAL STANDPIPE
 FJ0934  PID         -  FJ0934
 FJ0934  STATE/COUNTY-  OK/CLEVELAND
 FJ0934  COUNTRY     -  US
 FJ0934  USGS QUAD   -  PURCELL (2018)
 FJ0934
 FJ0934                         *CURRENT SURVEY CONTROL
 FJ0934  ______________________________________________________________________
 FJ0934* NAD 83(1993) POSITION- 35 00 52.66067(N) 097 19 48.32312(W)   ADJUSTED
 FJ0934  ______________________________________________________________________
 FJ0934  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 FJ0934  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 FJ0934  HORZ ORDER      -  THIRD
 FJ0934
 FJ0934.The horizontal coordinates were established by classical geodetic methods
 FJ0934.and adjusted by the National Geodetic Survey in November 1994.
 FJ0934
 FJ0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0934.GEOID18 height accuracy estimate available here.
 FJ0934
 FJ0934.Click photographs - Photos may exist for this station.
 FJ0934
 FJ0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0934
 FJ0934. The following values were computed from the NAD 83(1993) position.
 FJ0934
 FJ0934;                    North         East     Units Scale Factor Converg.
 FJ0934;SPC OK S     -   186,700.871   661,141.350   MT  0.99996408   +0 22 48.9
 FJ0934;SPC OK S     -   612,534.44  2,169,094.58   sFT  0.99996408   +0 22 48.9
 FJ0934;UTM  14      - 3,875,939.461   652,362.380   MT  0.99988611   +0 57 30.1
 FJ0934
 FJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5236275939(NAD 83)
 FJ0934
 FJ0934                          SUPERSEDED SURVEY CONTROL
 FJ0934
 FJ0934  NAD 83(1986)-  35 00 52.66613(N)    097 19 48.30781(W) AD(       ) 3
 FJ0934  NAD 27      -  35 00 52.40778(N)    097 19 47.19959(W) AD(       ) 3
 FJ0934
 FJ0934.Superseded values are not recommended for survey control.
 FJ0934
 FJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0934.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0934
 FJ0934_MARKER: 52 = STANDPIPE TANK
 FJ0934
 FJ0934  HISTORY     - Date     Condition        Report By
 FJ0934  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0934
 FJ0934                          STATION DESCRIPTION
 FJ0934
 FJ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0934'THE STATION IS IN THE EAST EDGE OF LEXINGTON AND ALONG THE
 FJ0934'SOUTH SIDE OF STATE HIGHWAY 39.  IT IS AN ELEVATED TANK, SILVER
 FJ0934'IN COLOR AND 120 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 FJ0934'APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0977 ***********************************************************************
 FJ0977  DESIGNATION -  LIBERTY
 FJ0977  PID         -  FJ0977
 FJ0977  STATE/COUNTY-  OK/CLEVELAND
 FJ0977  COUNTRY     -  US
 FJ0977  USGS QUAD   -  FRANKLIN (2018)
 FJ0977
 FJ0977                         *CURRENT SURVEY CONTROL
 FJ0977  ______________________________________________________________________
 FJ0977* NAD 83(1993) POSITION- 35 21 46.73443(N) 097 16 22.07641(W)   ADJUSTED
 FJ0977* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 FJ0977  ______________________________________________________________________
 FJ0977  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 FJ0977  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 FJ0977  HORZ ORDER      -  THIRD
 FJ0977
 FJ0977.The horizontal coordinates were established by classical geodetic methods
 FJ0977.and adjusted by the National Geodetic Survey in November 1994.
 FJ0977
 FJ0977.The orthometric height was scaled from a topographic map.
 FJ0977
 FJ0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0977.GEOID18 height accuracy estimate available here.
 FJ0977
 FJ0977.Click photographs - Photos may exist for this station.
 FJ0977
 FJ0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0977
 FJ0977. The following values were computed from the NAD 83(1993) position.
 FJ0977
 FJ0977;                    North         East     Units Scale Factor Converg.
 FJ0977;SPC OK S     -   225,383.565   666,091.651   MT  1.00002819   +0 24 46.0
 FJ0977;SPC OK S     -   739,445.91  2,185,335.69   sFT  1.00002819   +0 24 46.0
 FJ0977;UTM  14      - 3,914,666.677   656,918.691   MT  0.99990345   +0 59 59.4
 FJ0977
 FJ0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0977!SPC OK S     -   0.99994676  x   1.00002819  =   0.99997495
 FJ0977!UTM  14      -   0.99994676  x   0.99990345  =   0.99985021
 FJ0977
 FJ0977:                Primary Azimuth Mark                     Grid Az
 FJ0977:SPC OK S     -  TT 1 C                                   090 16 27.8
 FJ0977:UTM  14      -  TT 1 C                                   089 41 14.4
 FJ0977
 FJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5691814666(NAD 83)
 FJ0977
 FJ0977|---------------------------------------------------------------------|
 FJ0977| PID    Reference Object                     Distance      Geod. Az  |
 FJ0977|                                                           dddmmss.s |
 FJ0977| CL4750 LIBERTY RM 1                          9.726 METERS 08359     |
 FJ0977| FJ0976 TT 1 C                              APPROX. 0.7 KM 0904113.8 |
 FJ0977| CL4751 LIBERTY RM 2                         22.137 METERS 18423     |
 FJ0977|---------------------------------------------------------------------|
 FJ0977
 FJ0977                          SUPERSEDED SURVEY CONTROL
 FJ0977
 FJ0977  NAD 83(1986)-  35 21 46.74048(N)    097 16 22.05913(W) AD(       ) 3
 FJ0977  NAD 27      -  35 21 46.50483(N)    097 16 20.94919(W) AD(       ) 3
 FJ0977
 FJ0977.Superseded values are not recommended for survey control.
 FJ0977
 FJ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0977.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0977
 FJ0977_MARKER: DS = TRIANGULATION STATION DISK
 FJ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0977_STAMPING: LIBERTY 1957
 FJ0977_MARK LOGO: CGS
 FJ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0977+STABILITY: SURFACE MOTION
 FJ0977
 FJ0977  HISTORY     - Date     Condition        Report By
 FJ0977  HISTORY     - 1957     MONUMENTED       CGS
 FJ0977
 FJ0977                          STATION DESCRIPTION
 FJ0977
 FJ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0977'STATION IS ABOUT 7 MILES SOUTHEAST OF MIDWEST CITY, 1 MILE
 FJ0977'SOUTH OF THE CLEVELAND-OKLAHOMA COUNTY LINE, 0.35 MILE WEST
 FJ0977'OF THE LIBERTY SCHOOL, ON THE CREST OF A LOW RIDGE, ON THE
 FJ0977'ROAD RIGHT-OF-WAY AND IN THE SOUTH PART OF SECTION 2, T 10 N,
 FJ0977'R 1 W.
 FJ0977'
 FJ0977'REACHED FROM THE MAIN GATE AT TINKER FIELD, ACROSS THE STREET
 FJ0977'FROM THE POST OFFICE BUILDING, IN MIDWEST CITY, BY GOING EAST ON
 FJ0977'STATE HIGHWAY 3 FOR 7.3 MILES TO CROSSROADS AND WHITAKERS
 FJ0977'STORE IN THE NORTHWEST ANGLE, TURN RIGHT, SOUTH, FOR 5 MILES
 FJ0977'TO CROSSROADS AND LIBERTY SCHOOL IN THE NORTHWEST ANGLE OF
 FJ0977'INTERSECTION, (THE AZIMUTH MARK IS IN THE SOUTH EDGE OF
 FJ0977'SCHOOL YARD), TURN RIGHT, WEST, FOR 0.35 MILE TO STATION
 FJ0977'MARK ON THE RIGHT.
 FJ0977'
 FJ0977'STATION MARKS ARE STANDARD DISKS, STAMPED LIBERTY 1957.
 FJ0977'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ0977'CONCRETE POST PROJECTING 3 INCHES.  IT IS 37 FEET NORTH
 FJ0977'OF THE CENTER OF A GRADED ROAD, 37 FEET EAST OF THE CENTER
 FJ0977'OF A DRIVEWAY LEADING INTO A FARM YARD, 10 FEET EAST-SOUTHEAST
 FJ0977'OF A POWERLINE POLE AND 4 FEET SOUTH OF A ROAD RIGHT-OF-WAY
 FJ0977'FENCE.  A WHITE POST WAS SET 4 FEET NORTH OF THE MARK.  THE
 FJ0977'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0977'34 INCHES BELOW THE GROUND SURFACE.
 FJ0977'
 FJ0977'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIBERTY NO 1
 FJ0977'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ0977'PROJECTING 4 INCHES.  IT IS 43 FEET NORTH OF THE CENTER
 FJ0977'OF THE GRADED ROAD, 42 FEET EAST OF THE POWERLINE POLE AND
 FJ0977'1 FOOT SOUTH OF THE ROAD RIGHT-OF-WAY FENCE.
 FJ0977'
 FJ0977'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIBERTY NO 2
 FJ0977'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ0977'PROJECTING 4 INCHES.  IT IS 34 FEET SOUTH OF THE CENTER OF
 FJ0977'THE GRADED ROAD, 21 FEET EAST OF THE CENTER OF A TRACK ROAD
 FJ0977'LEADING INTO A PASTURE, 9 FEET EAST OF AN EAST GATEPOST
 FJ0977'AND 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE.
 FJ0977'
 FJ0977'TT 1C (USGS) IS USED FOR AN AZIMUTH MARK.  IT IS A STANDARD
 FJ0977'U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED TT 1C 1933, SET
 FJ0977'IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST FLUSH WITH
 FJ0977'THE GROUND SURFACE.  IT IS 65 FEET WEST OF THE CENTER OF
 FJ0977'A NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER OF AN EAST-WEST
 FJ0977'ROAD, 31 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOL
 FJ0977'HOUSE, 7 FEET NORTH OF THE SOUTH EDGE OF THE SCHOOLYARD
 FJ0977'AND 2 FEET EAST OF THE EAST EDGE OF A SIDEWALK.  A
 FJ0977'SECOND-ORDER TRAVERSE WAS ALSO MADE TO THIS MARK AND THE
 FJ0977'DISTANCE WAS FOUND TO BE 700.854 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0853 ***********************************************************************
 GH0853  DESIGNATION -  LIBERTY
 GH0853  PID         -  GH0853
 GH0853  STATE/COUNTY-  OK/GRANT
 GH0853  COUNTRY     -  US
 GH0853  USGS QUAD   -  LAMONT NW (2018)
 GH0853
 GH0853                         *CURRENT SURVEY CONTROL
 GH0853  ______________________________________________________________________
 GH0853* NAD 83(1997) POSITION- 36 40 49.29246(N) 097 40 41.82407(W)   ADJUSTED
 GH0853* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 GH0853  ______________________________________________________________________
 GH0853  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 GH0853  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 GH0853  HORZ ORDER      -  THIRD
 GH0853
 GH0853.The horizontal coordinates were established by classical geodetic methods
 GH0853.and adjusted by the National Geodetic Survey in October 1998.
 GH0853
 GH0853.The orthometric height was scaled from a topographic map.
 GH0853
 GH0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0853.GEOID18 height accuracy estimate available here.
 GH0853
 GH0853.Click photographs - Photos may exist for this station.
 GH0853
 GH0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0853
 GH0853. The following values were computed from the NAD 83(1997) position.
 GH0853
 GH0853;                    North         East     Units Scale Factor Converg.
 GH0853;SPC OK N     -   186,493.140   628,755.387   MT  0.99998539   +0 11 23.5
 GH0853;SPC OK N     -   611,852.91  2,062,841.63   sFT  0.99998539   +0 11 23.5
 GH0853;UTM  14      - 4,060,228.258   618,094.509   MT  0.99977182   +0 47 22.6
 GH0853
 GH0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0853!SPC OK N     -   0.99995528  x   0.99998539  =   0.99994067
 GH0853!UTM  14      -   0.99995528  x   0.99977182  =   0.99972711
 GH0853
 GH0853:                Primary Azimuth Mark                     Grid Az
 GH0853:SPC OK N     -  LIBERTY AZ MK                            000 35 08.5
 GH0853:UTM  14      -  LIBERTY AZ MK                            359 59 09.4
 GH0853
 GH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1809460228(NAD 83)
 GH0853
 GH0853|---------------------------------------------------------------------|
 GH0853| PID    Reference Object                     Distance      Geod. Az  |
 GH0853|                                                           dddmmss.s |
 GH0853| CL4752 LIBERTY AZ MK                                      0004632.0 |
 GH0853| CL4753 LIBERTY RM 1                         27.344 METERS 02802     |
 GH0853| GH0840 LAMONT CLYDE COOP ASSN ELEV         APPROX.10.9 KM 0814702.4 |
 GH0853| GH0839 LAMONT MUNICIPAL TANK               APPROX.10.9 KM 0824623.2 |
 GH0853| GH0838 LAMONT B W TRUCK SERV RAD MAST      APPROX.10.8 KM 0875303.9 |
 GH0853| GH0842 SALT FORK CLYDE COOP ASSN ELEV      APPROX. 9.3 KM 1223949.0 |
 GH0853| GH0851 HUNTER MUNICIPAL TANK               APPROX.12.9 KM 1730319.8 |
 GH0853| GH0850 HUNTER FARMERS GRAIN CO ELEV        APPROX.12.8 KM 1733655.5 |
 GH0853| GH0856 POND CREEK MUNICIPAL TANK           APPROX.10.8 KM 2632424.0 |
 GH0853| GH0857 POND CREEK FARMERS GRAIN ELEV       APPROX.11.2 KM 2640946.2 |
 GH0853| CL4754 LIBERTY RM 2                         20.546 METERS 27854     |
 GH0853|---------------------------------------------------------------------|
 GH0853
 GH0853                          SUPERSEDED SURVEY CONTROL
 GH0853
 GH0853  NAD 83(1993)-  36 40 49.29322(N)    097 40 41.82442(W) AD(       ) 3
 GH0853  NAD 83(1986)-  36 40 49.30088(N)    097 40 41.81363(W) AD(       ) 3
 GH0853  NAD 27      -  36 40 49.19352(N)    097 40 40.62210(W) AD(       ) 3
 GH0853
 GH0853.Superseded values are not recommended for survey control.
 GH0853
 GH0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0853.See file dsdata.pdf to determine how the superseded data were derived.
 GH0853
 GH0853_MARKER: DS = TRIANGULATION STATION DISK
 GH0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0853_STAMPING: LIBERTY 1963
 GH0853_MARK LOGO: CGS
 GH0853_PROJECTION: FLUSH
 GH0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0853+STABILITY: SURFACE MOTION
 GH0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0853+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2016
 GH0853
 GH0853  HISTORY     - Date     Condition        Report By
 GH0853  HISTORY     - 1963     MONUMENTED       CGS
 GH0853  HISTORY     - 20161204 GOOD             OKDOT
 GH0853
 GH0853                          STATION DESCRIPTION
 GH0853
 GH0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0853'STATION IS ON THE NORTH SIDE OF U.S. HIGHWAY 60, ABOUT 6-1/2
 GH0853'MILES EAST, 1 MILE NORTH OF POND CREEK AND 6-1/2 MILES WEST
 GH0853'OF LAMONT.
 GH0853'
 GH0853'TO REACH THE STATION FROM THE POST OFFICE IN LAMONT, GO SOUTH
 GH0853'ON U.S. HIGHWAY 60 AND STATE HIGHWAY 74 FOR 0.35 MILE TO
 GH0853'THEIR JUNCTION.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 60
 GH0853'FOR 6.9 MILES TO A CROSSROAD AND THE STATION IN THE NORTHWEST
 GH0853'ANGLE OF THE ROADS.  TO REACH THE AZIMUTH MARK GO WEST ON GRADED
 GH0853'ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 GH0853'
 GH0853'STATION MARK IS A STANDARD DISK, STAMPED LIBERTY 1963, SET
 GH0853'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0853'SURROUNDING SURFACE.  IT IS 74 FEET WEST OF THE CENTERLINE OF A
 GH0853'GRADED ROAD, 69 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GH0853'60, 32.3 FEET NORTHWEST OF A TELEPHONE LINE POLE, 11 FEET SOUTH
 GH0853'OF A WIRE FENCE AND 4 FEET EAST OF A WITNESS POST.  IT IS ABOUT
 GH0853'3 FEET LOWER THAN THE HIGHWAY.
 GH0853'
 GH0853'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIBERTY NO 1 1963,
 GH0853'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0853'4 INCHES.  IT IS 32 FEET WEST OF THE CENTERLINE OF THE GRADED
 GH0853'ROAD, 16 FEET NORTH OF A POWER LINE POLE AND 1 FOOT EAST
 GH0853'OF A WIRE FENCE.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 GH0853'
 GH0853'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIBERTY NO 2
 GH0853'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0853'2 INCHES.  IT IS 80 FEET NORTH OF THE CENTERLINE OF THE
 GH0853'HIGHWAY AND 1 FOOT SOUTH OF THE WIRE FENCE.  IT IS ABOUT 2
 GH0853'FEET HIGHER THAN THE STATION.
 GH0853'
 GH0853'AZIMUTH MARK IS A STANDARD DISK, STAMPED LIBERTY 1963, SET
 GH0853'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 GH0853'INCHES.  IT IS 35 FEET WEST OF THE CENTERLINE OF A GRADED
 GH0853'ROAD, 2 FEET WEST OF A WITNESS POST AND 1.4 FEET WEST OF
 GH0853'A CORNER FENCE POST.
 GH0853'
 GH0853'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GH0853
 GH0853                          STATION RECOVERY (2016)
 GH0853
 GH0853'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0853'STATION APPEARS TO BE IN GOOD CONDITION. AT SOMETIME DELINEATOR POSTS
 GH0853'HAVE BEEN DRIVEN ALONG SIDE THE MONUMENT PRESUMABLY TO SHORE UP THE
 GH0853'MARKER. THERE HAS BEEN A FAIR AMOUNT OF EROSION ALONG SIDE THE
 GH0853'MONUMENT PROBABLY A FOOT OR MORE OF THE ORIGINAL SOIL HAS ERODED AWAY
 GH0853'FROM THE BASE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1103 ***********************************************************************
 FJ1103  DESIGNATION -  LINCOLN
 FJ1103  PID         -  FJ1103
 FJ1103  STATE/COUNTY-  OK/OKLAHOMA
 FJ1103  COUNTRY     -  US
 FJ1103  USGS QUAD   -  BRITTON (2018)
 FJ1103
 FJ1103                         *CURRENT SURVEY CONTROL
 FJ1103  ______________________________________________________________________
 FJ1103* NAD 83(1993) POSITION- 35 31 19.96500(N) 097 30 20.07535(W)   ADJUSTED
 FJ1103* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 FJ1103  ______________________________________________________________________
 FJ1103  GEOID HEIGHT    -        -27.049 (meters)                     GEOID18
 FJ1103  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 FJ1103  HORZ ORDER      -  SECOND
 FJ1103
 FJ1103.The horizontal coordinates were established by classical geodetic methods
 FJ1103.and adjusted by the National Geodetic Survey in November 1994.
 FJ1103
 FJ1103.The orthometric height was scaled from a topographic map.
 FJ1103
 FJ1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1103.GEOID18 height accuracy estimate available here.
 FJ1103
 FJ1103.Click photographs - Photos may exist for this station.
 FJ1103
 FJ1103.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1103
 FJ1103. The following values were computed from the NAD 83(1993) position.
 FJ1103
 FJ1103;                    North         East     Units Scale Factor Converg.
 FJ1103;SPC OK N     -    58,055.473   644,846.573   MT  1.00000837   +0 17 30.4
 FJ1103;SPC OK N     -   190,470.33  2,115,634.13   sFT  1.00000837   +0 17 30.4
 FJ1103;UTM  14      - 3,931,983.812   635,501.613   MT  0.99982626   +0 52 06.3
 FJ1103
 FJ1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1103!SPC OK N     -   0.99994758  x   1.00000837  =   0.99995594
 FJ1103!UTM  14      -   0.99994758  x   0.99982626  =   0.99977384
 FJ1103
 FJ1103:                Primary Azimuth Mark                     Grid Az
 FJ1103:SPC OK N     -  LINCOLN AZ MK                            086 49 39.7
 FJ1103:UTM  14      -  LINCOLN AZ MK                            086 15 03.8
 FJ1103
 FJ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3550131983(NAD 83)
 FJ1103
 FJ1103|---------------------------------------------------------------------|
 FJ1103| PID    Reference Object                     Distance      Geod. Az  |
 FJ1103|                                                           dddmmss.s |
 FJ1103| CL4759 LINCOLN RM 1                         24.396 METERS 03825     |
 FJ1103| CL4758 LINCOLN AZ MK                                      0870710.1 |
 FJ1103| CL4760 LINCOLN RM 2                         25.745 METERS 14412     |
 FJ1103|---------------------------------------------------------------------|
 FJ1103
 FJ1103                          SUPERSEDED SURVEY CONTROL
 FJ1103
 FJ1103  NAD 83(1986)-  35 31 19.97122(N)    097 30 20.05847(W) AD(       ) 2
 FJ1103  NAD 27      -  35 31 19.76084(N)    097 30 18.91638(W) AD(       ) 2
 FJ1103
 FJ1103.Superseded values are not recommended for survey control.
 FJ1103
 FJ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1103.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1103
 FJ1103_MARKER: DS = TRIANGULATION STATION DISK
 FJ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1103_STAMPING: LINCOLN 1954
 FJ1103_MARK LOGO: CGS
 FJ1103_PROJECTION: FLUSH
 FJ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1103+STABILITY: SURFACE MOTION
 FJ1103
 FJ1103  HISTORY     - Date     Condition        Report By
 FJ1103  HISTORY     - 1954     MONUMENTED       CGS
 FJ1103  HISTORY     - 1968     GOOD             OKDH
 FJ1103  HISTORY     - 20050629 POOR             INDIV
 FJ1103  HISTORY     - 20140411 MARK NOT FOUND   GEOCAC
 FJ1103
 FJ1103                          STATION DESCRIPTION
 FJ1103
 FJ1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1103'THE STATION IS IN THE NORTHERN PART OF OKLAHOMA CITY, ABOUT
 FJ1103'2 MILES NORTH OF THE STATE CAPITOL AND 0.1 MILE WEST OF
 FJ1103'LINCOLN BLVD. ON THE NORTHEAST CORNER OF THE LAWN AT 222 NE
 FJ1103'50TH STREET.  THE PROPERTY IS OWNED BY MR. KENNETH A ELLISON.
 FJ1103'THE STATION MARK IS 247 FEET NORTHEAST OF THE NORTHEAST CORNER
 FJ1103'OF THE BRICK HOUSE AT 222 NE 50TH STREET, 52 FEET WEST OF A
 FJ1103'NORTH-SOUTH POWER LINE, 34 FEET SOUTH OF THE CENTER OF NE 50TH
 FJ1103'STREET AND LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS
 FJ1103'STAMPED LINCOLN 1954.
 FJ1103'
 FJ1103'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF THE STATION, IS 46
 FJ1103'FEET WEST OF A SIGN ADVERTISING INSURANCE, 30 FEET NORTH OF THE
 FJ1103'CENTER OF 50TH STREET AND 1.5 FEET WEST-NORTHWEST OF A POWER
 FJ1103'POLE WHICH SUPPORTS BOTH EAST-WEST AND NORTH-SOUTH POWER LINES.
 FJ1103'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LINCOLN NO. 1
 FJ1103'1954.
 FJ1103'
 FJ1103'REFERENCE MARK NO. 2, SOUTHEAST OF THE STATION, IS 46
 FJ1103'FEET NORTH OF A POWER POLE, 2 FEET WEST OF THE CENTER OF THE
 FJ1103'NORTH-SOUTH HIGHLINE AND PROJECTS 4 INCHES.  THE DISK IS
 FJ1103'STAMPED LINCOLN NO. 2 1954.
 FJ1103'
 FJ1103'THE AZIMUTH MARK, 0.2 MILE EAST OF THE STATION, IS 63.5
 FJ1103'FEET SOUTHEAST OF THE EAST GATE POST AT THE DRIVEWAY AT
 FJ1103'701 NE 50TH STREET, 26.7 FEET NORTH OF THE CENTER OF THE STREET,
 FJ1103'5.5 FEET SOUTHEAST OF A CORNER POST IN THE CYCLONE FENCE,
 FJ1103'2.7 FEET SOUTH OF A WITNESS POST AND PROJECTS 4 INCHES.  THE
 FJ1103'DISK IS STAMPED LINCOLN 1954.
 FJ1103'
 FJ1103'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ1103
 FJ1103                          STATION RECOVERY (1968)
 FJ1103
 FJ1103'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1103'LINCOLN 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1103'
 FJ1103'LINCOLN NO. 1 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1103'
 FJ1103'LINCOLN NO. 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1103'
 FJ1103'LINCOLN 1954 AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1103
 FJ1103                          STATION RECOVERY (2005)
 FJ1103
 FJ1103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KLW)
 FJ1103'MARK DISTURBED AND DEFACED,TOP OF CONCRETE MONUMENT BASE SHEERED OFF-
 FJ1103'RM1 FOUND, RM2 NOT FOUND.
 FJ1103
 FJ1103                          STATION RECOVERY (2014)
 FJ1103
 FJ1103'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 FJ1103'A BUILDING NOW OCCUPIES THE SITE, AND THE STATION AND RM2 PRESUMED
 FJ1103'DESTROYED.  THE AREA FOR RM1 HAS BEEN GRADED, AND A SIDEWALK
 FJ1103'INSTALLED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR ON THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0759 ***********************************************************************
 GH0759  DESIGNATION -  LINCOLN
 GH0759  PID         -  GH0759
 GH0759  STATE/COUNTY-  OK/GARFIELD
 GH0759  COUNTRY     -  US
 GH0759  USGS QUAD   -  GARBER (2018)
 GH0759
 GH0759                         *CURRENT SURVEY CONTROL
 GH0759  ______________________________________________________________________
 GH0759* NAD 83(1993) POSITION- 36 23 24.48821(N) 097 36 15.65512(W)   ADJUSTED
 GH0759* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 GH0759  ______________________________________________________________________
 GH0759  GEOID HEIGHT    -        -28.091 (meters)                     GEOID18
 GH0759  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 GH0759  HORZ ORDER      -  THIRD
 GH0759
 GH0759.The horizontal coordinates were established by classical geodetic methods
 GH0759.and adjusted by the National Geodetic Survey in November 1994.
 GH0759
 GH0759.The orthometric height was scaled from a topographic map.
 GH0759
 GH0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0759.GEOID18 height accuracy estimate available here.
 GH0759
 GH0759.Click photographs - Photos may exist for this station.
 GH0759
 GH0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0759
 GH0759. The following values were computed from the NAD 83(1993) position.
 GH0759
 GH0759;                    North         East     Units Scale Factor Converg.
 GH0759;SPC OK N     -   154,313.096   635,495.083   MT  0.99995294   +0 14 00.6
 GH0759;SPC OK N     -   506,275.55  2,084,953.45   sFT  0.99995294   +0 14 00.6
 GH0759;UTM  14      - 4,028,126.147   625,167.967   MT  0.99979303   +0 49 41.2
 GH0759
 GH0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0759!SPC OK N     -   0.99995009  x   0.99995294  =   0.99990303
 GH0759!UTM  14      -   0.99995009  x   0.99979303  =   0.99974313
 GH0759
 GH0759:                Primary Azimuth Mark                     Grid Az
 GH0759:SPC OK N     -  LINCOLN AZ MK                            359 02 00.7
 GH0759:UTM  14      -  LINCOLN AZ MK                            358 26 20.1
 GH0759
 GH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2516728126(NAD 83)
 GH0759
 GH0759|---------------------------------------------------------------------|
 GH0759| PID    Reference Object                     Distance      Geod. Az  |
 GH0759|                                                           dddmmss.s |
 GH0759| GH0758 GARBER GRAIN CO WEST ELEVATOR       APPROX. 5.9 KM 0183618.3 |
 GH0759| GH0761 GARBER COOP EAST ELEVATOR           APPROX. 5.9 KM 0201757.9 |
 GH0759| CL4762 LINCOLN RM 1                         22.763 METERS 05035     |
 GH0759| CL4763 LINCOLN RM 2                         27.515 METERS 13942     |
 GH0759| GH0767 FAIRMONT FARMERS COOP ELEVATOR      APPROX. 9.9 KM 2452517.2 |
 GH0759| CL4761 LINCOLN AZ MK                                      3591601.3 |
 GH0759|---------------------------------------------------------------------|
 GH0759
 GH0759                          SUPERSEDED SURVEY CONTROL
 GH0759
 GH0759  NAD 83(1986)-  36 23 24.49657(N)    097 36 15.64355(W) AD(       ) 3
 GH0759  NAD 27      -  36 23 24.37463(N)    097 36 14.46527(W) AD(       ) 3
 GH0759
 GH0759.Superseded values are not recommended for survey control.
 GH0759
 GH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0759.See file dsdata.pdf to determine how the superseded data were derived.
 GH0759
 GH0759_MARKER: DS = TRIANGULATION STATION DISK
 GH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0759_STAMPING: LINCOLN 1963
 GH0759_MARK LOGO: CGS
 GH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0759+STABILITY: SURFACE MOTION
 GH0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0759+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2010
 GH0759
 GH0759  HISTORY     - Date     Condition        Report By
 GH0759  HISTORY     - 1963     MONUMENTED       CGS
 GH0759  HISTORY     - 1971     GOOD             OKDH
 GH0759  HISTORY     - 19790530 GOOD             USGS
 GH0759  HISTORY     - 19880531 GOOD             OKDOT
 GH0759  HISTORY     - 20101208 GOOD             INDIV
 GH0759
 GH0759                          STATION DESCRIPTION
 GH0759
 GH0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0759'STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 GH0759'64, ABOUT 3-1/4 MILES SOUTH AND 1-1/4 MILES WEST OF GARBER.
 GH0759'
 GH0759'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GARBER,
 GH0759'GO SOUTH ON THE MAIN STREET FOR 0.2 MILE, TURN RIGHT, WEST,
 GH0759'AND GO 0.2 MILE TO STATE HIGHWAY 74, TURN LEFT, SOUTH, ON
 GH0759'HIGHWAY 74, AND GO 2.9 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 GH0759'64, TURN RIGHT, WEST, ON HIGHWAY 64, AND GO 1.0 MILE TO A
 GH0759'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE.
 GH0759'
 GH0759'STATION MARK IS A STANDARD DISK, STAMPED LINCOLN 1963, SET
 GH0759'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0759'INCHES.  IT IS 83 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GH0759'33 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD, 6.8 FEET
 GH0759'SOUTH OF A METAL WITNESS POST AND 4.7 FEET NORTHWEST OF
 GH0759'A CORNER FENCE POST.
 GH0759'
 GH0759'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LINCOLN NO 1
 GH0759'1963, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 GH0759'PROJECTING 5 INCHES AND ABOUT THE SAME ELEVATION AS THE
 GH0759'STATION.  IT IS 35.5 FEET SOUTH OF THE CENTERLINE OF THE
 GH0759'HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD
 GH0759'AND 2.3 FEET WEST OF A CORNER FENCE POST.
 GH0759'
 GH0759'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LINCOLN NO 2
 GH0759'1963, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 GH0759'PROJECTING 2 INCHES AND ABOUT THE SAME ELEVATION AS THE
 GH0759'STATION.  IT IS 26 FEET EAST OF THE CENTERLINE OF THE SIDE
 GH0759'ROAD, 153 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 GH0759'1.4 FEET WEST OF THE FENCE LINE.
 GH0759'
 GH0759'AZIMUTH MARK IS A STANDARD DISK, STAMPED LINCOLN 1963, SET
 GH0759'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0759'INCHES.  IT IS 65 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GH0759'34 FEET WEST OF A FENCE LINE, ABOUT 6 FEET SOUTH OF A CULTIVATED
 GH0759'FIELD, 5 FEET EAST OF THE END OF A LINE OF BRUSH AND 2 FEET
 GH0759'WEST OF A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK
 GH0759'FROM THE STATION, GO NORTH ON GRADED ROAD FOR 0.55 MILE TO A
 GH0759'FENCE CORNER ON THE LEFT AND THE MARK AS DESCRIBED.
 GH0759
 GH0759                          STATION RECOVERY (1971)
 GH0759
 GH0759'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (BEG)
 GH0759'LINCOLN 1963, GOOD--A NEW WITNESS POST WITH USC AND GS SIGN
 GH0759'SET 2.0 FT. EAST.
 GH0759'
 GH0759'ALL REF. MARKS ARE AS DESCRIBED ON USC AND GS DESCRIPTION SHEET.
 GH0759
 GH0759                          STATION RECOVERY (1979)
 GH0759
 GH0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GH0759'RECOVERED IN GOOD CONDITION.
 GH0759
 GH0759                          STATION RECOVERY (1988)
 GH0759
 GH0759'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (LEH)
 GH0759'RECOVERED IN GOOD CONDITION.
 GH0759
 GH0759                          STATION RECOVERY (2010)
 GH0759
 GH0759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0759'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0581 ***********************************************************************
 GJ0581  DESIGNATION -  LINCOLN
 GJ0581  PID         -  GJ0581
 GJ0581  STATE/COUNTY-  OK/DEWEY
 GJ0581  COUNTRY     -  US
 GJ0581  USGS QUAD   -  CANTON SW (2018)
 GJ0581
 GJ0581                         *CURRENT SURVEY CONTROL
 GJ0581  ______________________________________________________________________
 GJ0581* NAD 83(1993) POSITION- 36 04 25.37329(N) 098 44 32.25056(W)   ADJUSTED
 GJ0581* NAVD 88 ORTHO HEIGHT -   596.    (meters)     1955.    (feet) SCALED
 GJ0581  ______________________________________________________________________
 GJ0581  GEOID HEIGHT    -        -27.506 (meters)                     GEOID18
 GJ0581  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 GJ0581  HORZ ORDER      -  FIRST
 GJ0581
 GJ0581.The horizontal coordinates were established by classical geodetic methods
 GJ0581.and adjusted by the National Geodetic Survey in November 1994.
 GJ0581
 GJ0581.The orthometric height was scaled from a topographic map.
 GJ0581
 GJ0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0581.GEOID18 height accuracy estimate available here.
 GJ0581
 GJ0581.Click photographs - Photos may exist for this station.
 GJ0581
 GJ0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0581
 GJ0581. The following values were computed from the NAD 83(1993) position.
 GJ0581
 GJ0581;                    North         East     Units Scale Factor Converg.
 GJ0581;SPC OK N     -   119,387.121   533,138.786   MT  0.99994674   -0 26 17.0
 GJ0581;SPC OK N     -   391,689.25  1,749,139.50   sFT  0.99994674   -0 26 17.0
 GJ0581;UTM  14      - 3,992,155.282   523,205.015   MT  0.99960663   +0 09 06.3
 GJ0581
 GJ0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0581!SPC OK N     -   0.99991075  x   0.99994674  =   0.99985749
 GJ0581!UTM  14      -   0.99991075  x   0.99960663  =   0.99951741
 GJ0581
 GJ0581:                Primary Azimuth Mark                     Grid Az
 GJ0581:SPC OK N     -  LINCOLN AZ MK                            120 39 33.8
 GJ0581:UTM  14      -  LINCOLN AZ MK                            120 04 10.5
 GJ0581
 GJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2320592155(NAD 83)
 GJ0581
 GJ0581|---------------------------------------------------------------------|
 GJ0581| PID    Reference Object                     Distance      Geod. Az  |
 GJ0581|                                                           dddmmss.s |
 GJ0581| GJ0578 CANTON GRAIN CO ELEVATOR            APPROX.13.9 KM 0983727.2 |
 GJ0581| GJ0577 CANTON EAST MUN WATER TANK          APPROX.14.0 KM 0985619.3 |
 GJ0581| CK9281 LINCOLN RM 1                         26.557 METERS 11651     |
 GJ0581| CK9280 LINCOLN AZ MK                                      1201316.8 |
 GJ0581| CK9282 LINCOLN RM 2                         27.892 METERS 18232     |
 GJ0581| GJ0587 SEILING WEST FARMERS ELEC MAST      APPROX.19.2 KM 2762605.9 |
 GJ0581|---------------------------------------------------------------------|
 GJ0581
 GJ0581                          SUPERSEDED SURVEY CONTROL
 GJ0581
 GJ0581  NAD 83(1986)-  36 04 25.37669(N)    098 44 32.23607(W) AD(       ) 1
 GJ0581  NAD 27      -  36 04 25.23192(N)    098 44 30.91218(W) AD(       ) 1
 GJ0581
 GJ0581.Superseded values are not recommended for survey control.
 GJ0581
 GJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0581.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0581
 GJ0581_MARKER: DS = TRIANGULATION STATION DISK
 GJ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0581_STAMPING: LINCOLN 1963
 GJ0581_MARK LOGO: CGS
 GJ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0581+STABILITY: SURFACE MOTION
 GJ0581
 GJ0581  HISTORY     - Date     Condition        Report By
 GJ0581  HISTORY     - 1963     MONUMENTED       CGS
 GJ0581
 GJ0581                          STATION DESCRIPTION
 GJ0581
 GJ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0581'THE STATION IS ABOUT 8-3/4 MILES WEST AND 1-1/4 MILES NORTH OF
 GJ0581'CANTON, ON THE HIGHEST POINT OF A SANDY KNOLL COVERED WITH SCRUB
 GJ0581'OAK AND 0.2 MILE WEST-NORTHWEST OF THE FARM HOME OF ROBERT ROBINSON
 GJ0581'WHO OWNS THE LAND.
 GJ0581'
 GJ0581'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 281 AND
 GJ0581'270 AND STATE HIGHWAYS 3 AND 51 ABOUT 8-1/2 MILES SOUTHEAST OF
 GJ0581'SEILING, GO EAST ON STATE HIGHWAY 51 FOR 4.5 MILES TO A CROSSROADS.
 GJ0581'TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 1.0 MILE TO A
 GJ0581'T-JUNCTION.  (THE AZIMUTH MARK IS 0.2 MILE EAST OF THIS POINT)
 GJ0581'CONTINUE STRAIGHT AHEAD ON A WOODS ROAD, NORTHEAST AND NORTH FOR
 GJ0581'0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 GJ0581'
 GJ0581'THE STATION MARK IS A STANDARD DISK, STAMPED LINCOLN 1963, SET IN
 GJ0581'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 GJ0581'IS 3.5 FEET SOUTHEAST OF A WITNESS POST.
 GJ0581'
 GJ0581'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LINCOLN NO 1 1963, SET
 GJ0581'IN THE TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 GJ0581'IS ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0581'
 GJ0581'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LINCOLN NO 2 1963, SET
 GJ0581'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GJ0581'IT IS 8 FEET WEST OF THE CENTERLINE OF THE WOODS ROAD AND ABOUT 2
 GJ0581'FEET LOWER THAN THE STATION.
 GJ0581'
 GJ0581'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LINCOLN 1963, SET IN
 GJ0581'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 GJ0581'IS ABOUT 75 YARDS SOUTHWEST OF THE ROBINSON FARM HOUSE, 4.1 FEET
 GJ0581'SOUTHWEST OF A WITNESS POST, 4 FEET SOUTH OF AN EAST-WEST FENCE
 GJ0581'AND 2 FEET NORTHEAST OF A TRANSFORMER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0566 ***********************************************************************
 EL0566  DESIGNATION -  LINDSAY
 EL0566  PID         -  EL0566
 EL0566  STATE/COUNTY-  OK/GARVIN
 EL0566  COUNTRY     -  US
 EL0566  USGS QUAD   -  LINDSAY (2018)
 EL0566
 EL0566                         *CURRENT SURVEY CONTROL
 EL0566  ______________________________________________________________________
 EL0566* NAD 83(1986) POSITION- 34 49 57.     (N) 097 36 09.     (W)   SCALED
 EL0566* NAVD 88 ORTHO HEIGHT -   298.307 (meters)      978.70  (feet) ADJUSTED
 EL0566  ______________________________________________________________________
 EL0566  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 EL0566  DYNAMIC HEIGHT  -        298.014 (meters)      977.73  (feet) COMP
 EL0566  MODELED GRAVITY -    979,643.5   (mgal)                       NAVD 88
 EL0566
 EL0566  VERT ORDER      -  SECOND    CLASS 0
 EL0566
 EL0566.The horizontal coordinates were scaled from a map and have
 EL0566.an estimated accuracy of +/- 6 seconds.
 EL0566
 EL0566.The orthometric height was determined by differential leveling and
 EL0566.adjusted by the NATIONAL GEODETIC SURVEY
 EL0566.in June 1991.
 EL0566
 EL0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0566.GEOID18 height accuracy estimate available here.
 EL0566
 EL0566.Click photographs - Photos may exist for this station.
 EL0566
 EL0566.The dynamic height is computed by dividing the NAVD 88
 EL0566.geopotential number by the normal gravity value computed on the
 EL0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0566.degrees latitude (g = 980.6199 gals.).
 EL0566
 EL0566.The modeled gravity was interpolated from observed gravity values.
 EL0566
 EL0566;                    North         East    Units  Estimated Accuracy
 EL0566;SPC OK S     -   166,370.      636,360.      MT  (+/- 180 meters Scaled)
 EL0566
 EL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD277553(NAD 83)
 EL0566
 EL0566                          SUPERSEDED SURVEY CONTROL
 EL0566
 EL0566  NGVD 29 (??/??/92)  298.221  (m)          978.41   (f) ADJ UNCH    2 0
 EL0566
 EL0566.Superseded values are not recommended for survey control.
 EL0566
 EL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0566.See file dsdata.pdf to determine how the superseded data were derived.
 EL0566
 EL0566_MARKER: DB = BENCH MARK DISK
 EL0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0566_STAMPING: LINDSAY 1934
 EL0566_MARK LOGO: CGS
 EL0566_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0566+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 EL0566
 EL0566  HISTORY     - Date     Condition        Report By
 EL0566  HISTORY     - 1934     MONUMENTED       CGS
 EL0566  HISTORY     - 20050620 GOOD             USPSQD
 EL0566
 EL0566                          STATION DESCRIPTION
 EL0566
 EL0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0566'AT LINDSAY SET IN THREE INCH STANDARD CAST IRON PIPE FOUR FOOT NINE
 EL0566'INCHES LONG IN THE GROUND IN CONCRETE AND FILLED WITH CONCRETE,
 EL0566'39 FEET WEST OF CITY HALL AT EDGE OF CURBING OF MAIN STREET,
 EL0566'8 FEET NORTH OF EDGE SIDEWALK KIOWA STREET, AND 2 FEET NORTH OF
 EL0566'FIRE PLUG. STANDARD DISK SET IN IRON PIPE FILLED WITH
 EL0566'CONCRETE.
 EL0566
 EL0566                          STATION RECOVERY (2005)
 EL0566
 EL0566'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 EL0566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0980 ***********************************************************************
 EL0980  DESIGNATION -  LINDSAY
 EL0980  PID         -  EL0980
 EL0980  STATE/COUNTY-  OK/GARVIN
 EL0980  COUNTRY     -  US
 EL0980  USGS QUAD   -  LINDSAY (2018)
 EL0980
 EL0980                         *CURRENT SURVEY CONTROL
 EL0980  ______________________________________________________________________
 EL0980* NAD 83(1993) POSITION- 34 50 18.82200(N) 097 36 07.26507(W)   ADJUSTED
 EL0980* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 EL0980  ______________________________________________________________________
 EL0980  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 EL0980  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 EL0980  HORZ ORDER      -  THIRD
 EL0980
 EL0980.The horizontal coordinates were established by classical geodetic methods
 EL0980.and adjusted by the National Geodetic Survey in November 1994.
 EL0980
 EL0980.The orthometric height was scaled from a topographic map.
 EL0980
 EL0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0980.GEOID18 height accuracy estimate available here.
 EL0980
 EL0980.Click photographs - Photos may exist for this station.
 EL0980
 EL0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0980
 EL0980. The following values were computed from the NAD 83(1993) position.
 EL0980
 EL0980;                    North         East     Units Scale Factor Converg.
 EL0980;SPC OK S     -   167,037.978   636,400.184   MT  0.99994576   +0 13 33.2
 EL0980;SPC OK S     -   548,023.77  2,087,922.94   sFT  0.99994576   +0 13 33.2
 EL0980;UTM  14      - 3,856,031.341   627,822.648   MT  0.99980137   +0 47 55.4
 EL0980
 EL0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0980!SPC OK S     -   0.99995728  x   0.99994576  =   0.99990304
 EL0980!UTM  14      -   0.99995728  x   0.99980137  =   0.99975865
 EL0980
 EL0980:                Primary Azimuth Mark                     Grid Az
 EL0980:SPC OK S     -  LINDSAY AZ MK                            290 01 51.2
 EL0980:UTM  14      -  LINDSAY AZ MK                            289 27 29.0
 EL0980
 EL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2782256031(NAD 83)
 EL0980
 EL0980|---------------------------------------------------------------------|
 EL0980| PID    Reference Object                     Distance      Geod. Az  |
 EL0980|                                                           dddmmss.s |
 EL0980| CY1500 LINDSAY RM 1                         22.110 METERS 03128     |
 EL0980| EL0979 LINDSAY MUNICIPAL TANK               56.299 METERS 19827     |
 EL0980| EL0984 LINDSAY HILDERBRANDT SERV MAST      231.882 METERS 20736     |
 EL0980| EL0981 LINDSAY WELL SERV CO MAST           APPROX. 1.7 KM 2683454.5 |
 EL0980| CY1499 LINDSAY AZ MK                                      2901524.4 |
 EL0980| EL0982 LINDSAY RURAL ELEC COOP MAST        APPROX. 1.6 KM 2973550.2 |
 EL0980| EL0983 LINDSAY HERRING WELL SERV MAST      APPROX. 1.5 KM 3035930.2 |
 EL0980| CY1501 LINDSAY RM 2                         21.640 METERS 31614     |
 EL0980|---------------------------------------------------------------------|
 EL0980
 EL0980                          SUPERSEDED SURVEY CONTROL
 EL0980
 EL0980  NAD 83(1986)-  34 50 18.82623(N)    097 36 07.25045(W) AD(       ) 3
 EL0980  NAD 27      -  34 50 18.56267(N)    097 36 06.13455(W) AD(       ) 3
 EL0980
 EL0980.Superseded values are not recommended for survey control.
 EL0980
 EL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0980.See file dsdata.pdf to determine how the superseded data were derived.
 EL0980
 EL0980_MARKER: DS = TRIANGULATION STATION DISK
 EL0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0980_STAMPING: LINDSAY 1957
 EL0980_MARK LOGO: CGS
 EL0980_PROJECTION: FLUSH
 EL0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0980+STABILITY: SURFACE MOTION
 EL0980
 EL0980  HISTORY     - Date     Condition        Report By
 EL0980  HISTORY     - 1957     MONUMENTED       CGS
 EL0980  HISTORY     - 1964     SEE DESCRIPTION  USGS
 EL0980
 EL0980                          STATION DESCRIPTION
 EL0980
 EL0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0980'STATION IS LOCATED IN THE CITY OF LINDSAY, ON THE NORTH CENTRAL
 EL0980'SIDE ADJACENT TO THE MUNICIPAL WATER TANK AND ON PROPERTY OWNED
 EL0980'BY THE CITY.  IT IS ON THE NORTH EDGE OF SECTION 9, T.4.N.,
 EL0980'R.4.W.
 EL0980'
 EL0980'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 EL0980'CONCRETE POSTS.
 EL0980'
 EL0980'STATION MARKS ARE STAMPED LINDSAY 1957.  THE SURFACE MARK IS
 EL0980'FLUSH AND IS 195 FEET EAST OF THE CENTER OF AN UNPAVED STREET,
 EL0980'159 FEET SOUTH OF AN UNPAVED STREET, 169 FEET NORTH OF THE
 EL0980'NORTHEAST LEG OF THE MUNICIPAL WATER TANK, 107 FEET NORTH OF A
 EL0980'POWERLINE POLE, 36 FEET WEST OF A NORTH-SOUTH PROPERTY LINE
 EL0980'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 74 FEET
 EL0980'NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 EL0980'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 EL0980'
 EL0980'REFERENCE MARK 1 PROJECTS 6 INCHES AND IS STAMPED LINDSAY NO 1
 EL0980'1957.  IT IS 241 FEET NORTH OF THE NORTHEAST WATER TANK LEG,
 EL0980'179 FEET NORTH OF THE POWERLINE POLE, 131 FEET EAST OF THE CENTER
 EL0980'OF AN UNPAVED STREET, 97 FEET SOUTH OF THE CENTER OF AN
 EL0980'UNPAVED STREET, 1 FOOT WEST OF THE NORTH-SOUTH PROPERTY
 EL0980'LINE FENCE AND 1 FOOT SOUTH OF THE WHITE WITNESS POST.
 EL0980'
 EL0980'REFERENCE MARK 2 IS STAMPED LINDSAY NO 2 1957 AND IS FLUSH WITH
 EL0980'THE GROUND SURFACE.  IT IS 236 FEET NORTH OF THE NORTHEAST WATER
 EL0980'TANK LEG, 150 FEET EAST OF THE CENTER OF AN UNPAVED STREET, 141
 EL0980'FEET SOUTH OF THE CENTER OF AN UNPAVED STREET, 180 FEET NORTH OF
 EL0980'THE POWERLINE POLE AND 81 FEET WEST OF THE NORTH-SOUTH PROPERTY
 EL0980'LINE FENCE.
 EL0980'
 EL0980'AZIMUTH MARK IS REACHED FROM STATION BY GOING SOUTH ON THE UNPAVED
 EL0980'STREET JUST WEST OF THE STATION FOR 0.05 MILE TO A SIDE STREET
 EL0980'RIGHT IMMEDIATELY AFTER CROSSING RAILROAD TRACKS, TURN RIGHT, WEST,
 EL0980'AND GO 0.05 MILE TO A T-INTERSECTION, TURN LEFT, SOUTH, AND
 EL0980'GO 0.1 MILE TO STATE HIGHWAYS 19 AND 76, TURN RIGHT, WEST, AND GO
 EL0980'0.2 MILE TO A TRAFFIC LIGHT, TURN RIGHT, NORTH, AND GO 0.25
 EL0980'MILE TO A SIDE ROAD LEFT, TURN LEFT, WEST, AND GO 0.05 MILE TO
 EL0980'AZIMUTH MARK ON THE RIGHT.  THE MARK PROJECTS 6 INCHES AND IS
 EL0980'STAMPED LINDSAY 1957.  IT IS 26 FEET NORTH OF THE CENTER OF A
 EL0980'GRADED ROAD, 26 FEET WEST OF A FENCE T-JUNCTION, 2 FEET
 EL0980'SOUTHEAST OF A POWERLINE POLE, 1 FOOT SOUTH OF A PROPERTY LINE
 EL0980'FENCE.  A 4 X 4 WHITE WITNESS POST WAS SET 2 FEET WEST OF THE
 EL0980'MARK.
 EL0980
 EL0980                          STATION RECOVERY (1964)
 EL0980
 EL0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EL0980'R.M. 2 WAS NOT FOUND.  AREA OF STATION NOW BUILT UP WITH
 EL0980'WAREHOUSES DUE TO OIL BOOM IN LINDSAY.
 EL0980'
 EL0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LINSDAY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0982 ***********************************************************************
 EL0982  DESIGNATION -  LINDSAY RURAL ELEC COOP MAST
 EL0982  PID         -  EL0982
 EL0982  STATE/COUNTY-  OK/GARVIN
 EL0982  COUNTRY     -  US
 EL0982  USGS QUAD   -  LINDSAY (2018)
 EL0982
 EL0982                         *CURRENT SURVEY CONTROL
 EL0982  ______________________________________________________________________
 EL0982* NAD 83(1993) POSITION- 34 50 42.66478(N) 097 37 02.59944(W)   ADJUSTED
 EL0982  ______________________________________________________________________
 EL0982  GEOID HEIGHT    -        -25.909 (meters)                     GEOID18
 EL0982  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 EL0982  HORZ ORDER      -  THIRD
 EL0982
 EL0982.The horizontal coordinates were established by classical geodetic methods
 EL0982.and adjusted by the National Geodetic Survey in November 1994.
 EL0982
 EL0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0982.GEOID18 height accuracy estimate available here.
 EL0982
 EL0982.Click photographs - Photos may exist for this station.
 EL0982
 EL0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0982
 EL0982. The following values were computed from the NAD 83(1993) position.
 EL0982
 EL0982;                    North         East     Units Scale Factor Converg.
 EL0982;SPC OK S     -   167,767.237   634,991.576   MT  0.99994628   +0 13 01.8
 EL0982;SPC OK S     -   550,416.34  2,083,301.53   sFT  0.99994628   +0 13 01.8
 EL0982;UTM  14      - 3,856,746.375   626,407.028   MT  0.99979694   +0 47 24.3
 EL0982
 EL0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2640756746(NAD 83)
 EL0982
 EL0982                          SUPERSEDED SURVEY CONTROL
 EL0982
 EL0982  NAD 83(1986)-  34 50 42.66919(N)    097 37 02.58485(W) AD(       ) 3
 EL0982  NAD 27      -  34 50 42.40859(N)    097 37 01.47062(W) AD(       ) 3
 EL0982
 EL0982.Superseded values are not recommended for survey control.
 EL0982
 EL0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0982.See file dsdata.pdf to determine how the superseded data were derived.
 EL0982
 EL0982_MARKER: 42 = RADIO/TV MAST
 EL0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0982+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 EL0982
 EL0982  HISTORY     - Date     Condition        Report By
 EL0982  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0982  HISTORY     - 20050620 GOOD             USPSQD
 EL0982
 EL0982                          STATION DESCRIPTION
 EL0982
 EL0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0982'THE STATION IS 1/2 MILE NORTH OF THE CENTER OF LINDSAY, 0.5 MILE
 EL0982'NORTH OF THE JUNCTION OF STATE HIGHWAYS 19 AND 76 AND ON THE WEST
 EL0982'SIDE OF HIGHWAY 76.  IT IS A STRUCTURAL STEEL MAST, RED AND WHITE
 EL0982'IN COLOR AND 300 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 EL0982'TOP-CENTER OF THE MAST.  THERE IS A RED LIGHT ON THE TOP-NORTH
 EL0982'SIDE OF THE MAST.  THE CALL LETTERS ARE KKC 839.
 EL0982
 EL0982                          STATION RECOVERY (2005)
 EL0982
 EL0982'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 EL0982'MAST IS NOW METALLIC IN COLOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0772 ***********************************************************************
 GG0772  DESIGNATION -  LINE
 GG0772  PID         -  GG0772
 GG0772  STATE/COUNTY-  OK/CRAIG
 GG0772  COUNTRY     -  US
 GG0772  USGS QUAD   -  HOLLOW (2018)
 GG0772
 GG0772                         *CURRENT SURVEY CONTROL
 GG0772  ______________________________________________________________________
 GG0772* NAD 83(1997) POSITION- 36 59 57.72062(N) 095 21 54.55581(W)   ADJUSTED
 GG0772* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GG0772  ______________________________________________________________________
 GG0772  GEOID HEIGHT    -        -29.664 (meters)                     GEOID18
 GG0772  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 GG0772  HORZ ORDER      -  SECOND
 GG0772
 GG0772.The horizontal coordinates were established by classical geodetic methods
 GG0772.and adjusted by the National Geodetic Survey in October 1998.
 GG0772
 GG0772.The orthometric height was scaled from a topographic map.
 GG0772
 GG0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0772.GEOID18 height accuracy estimate available here.
 GG0772
 GG0772.Click photographs - Photos may exist for this station.
 GG0772
 GG0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0772
 GG0772. The following values were computed from the NAD 83(1997) position.
 GG0772
 GG0772;                    North         East     Units Scale Factor Converg.
 GG0772;SPC OK N     -   225,030.291   834,517.068   MT  1.00005074   +1 33 17.8
 GG0772;SPC OK N     -   738,286.88  2,737,911.41   sFT  1.00005074   +1 33 17.8
 GG0772;UTM  15      - 4,097,417.156   289,539.491   MT  1.00014569   -1 25 26.0
 GG0772
 GG0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0772!SPC OK N     -   0.99995913  x   1.00005074  =   1.00000986
 GG0772!UTM  15      -   0.99995913  x   1.00014569  =   1.00010481
 GG0772
 GG0772:                Primary Azimuth Mark                     Grid Az
 GG0772:SPC OK N     -  LINE AZ MK                               269 04 56.1
 GG0772:UTM  15      -  LINE AZ MK                               272 03 39.9
 GG0772
 GG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8953997417(NAD 83)
 GG0772
 GG0772|---------------------------------------------------------------------|
 GG0772| PID    Reference Object                     Distance      Geod. Az  |
 GG0772|                                                           dddmmss.s |
 GG0772| CI2349 LINE RM 1                            12.775 METERS 00657     |
 GG0772| CI2350 LINE RM 2                             9.306 METERS 26748     |
 GG0772| CI2348 LINE AZ MK                                         2703813.9 |
 GG0772|---------------------------------------------------------------------|
 GG0772
 GG0772                          SUPERSEDED SURVEY CONTROL
 GG0772
 GG0772  NAD 83(1993)-  36 59 57.72332(N)    095 21 54.55616(W) AD(       ) 2
 GG0772  NAD 83(1986)-  36 59 57.73793(N)    095 21 54.54115(W) AD(       ) 2
 GG0772  NAD 27      -  36 59 57.44150(N)    095 21 53.65590(W) AD(       ) 2
 GG0772
 GG0772.Superseded values are not recommended for survey control.
 GG0772
 GG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0772.See file dsdata.pdf to determine how the superseded data were derived.
 GG0772
 GG0772_MARKER: DS = TRIANGULATION STATION DISK
 GG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0772_STAMPING: LINE 1958
 GG0772_MARK LOGO: CGS
 GG0772_PROJECTION: FLUSH
 GG0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0772+STABILITY: SURFACE MOTION
 GG0772
 GG0772  HISTORY     - Date     Condition        Report By
 GG0772  HISTORY     - 1958     MONUMENTED       CGS
 GG0772
 GG0772                          STATION DESCRIPTION
 GG0772
 GG0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0772'THE STATION IS LOCATED ON THE SOUTH SIDE OF A DIRT ROAD
 GG0772'THAT IS THE KANSAS-OKLAHOMA LINE, ABOUT 4 MILES SOUTH OF
 GG0772'EDNA, KANSAS.  IT IS 67 FEET WEST OF A TELEPHONE POLE, 23 FEET
 GG0772'SOUTH OF THE CENTER OF A DIRT ROAD, 8 FEET EAST OF THE CENTER
 GG0772'OF A STEEL GATE AND 2 FEET NORTH OF A FENCE.  THE MARK IS
 GG0772'SET FLUSH AND STAMPED LINE 1958.
 GG0772'
 GG0772'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE CENTER OF A
 GG0772'DIRT ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS SET FLUSH
 GG0772'AND STAMPED LINE NO 1 1958.
 GG0772'
 GG0772'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF A
 GG0772'DIRT ROAD, 22 FEET WEST OF THE CENTER OF A STEEL GATE AND 1
 GG0772'FOOT NORTH OF A FENCE.  THE MARK IS SET FLUSH AND STAMPED
 GG0772'LINE NO 2 1958.
 GG0772'
 GG0772'THE AZIMUTH MARK IS 85 FEET WEST-NORTHWEST OF THE CENTER OF
 GG0772'A THREE-WAY INTERSECTION, 24 FEET WEST OF A LONE TREE, 23 FEET
 GG0772'NORTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT EAST OF A FENCE.
 GG0772'THE MARK PROJECTS 8 INCHES AND IS STAMPED LINE 1958.
 GG0772'
 GG0772'TO REACH THE STATION FROM THE POST OFFICE IN EDNA, KANSAS,
 GG0772'GO SOUTH ON STATE HIGHWAY NO. 101 FOR 0.6 MILE TO JUNCTION
 GG0772'WITH U.S. HIGHWAY NO. 166 AND END OF STATE HIGHWAY NO. 101,
 GG0772'CONTINUE STRAIGHT AHEAD, SOUTH, ON DIRT ROAD FOR 3.25 MILE TO
 GG0772'A FORKS, TAKE RIGHT FORK AND GO WEST ON DIRT ROAD FOR 0.35
 GG0772'MILE TO TOP OF HILL AND STATION ON LEFT AS DESCRIBED.
 GG0772'
 GG0772'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 GG0772'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 GG0772'
 GG0772'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0769 ***********************************************************************
 EL0769  DESIGNATION -  LITTLE
 EL0769  PID         -  EL0769
 EL0769  STATE/COUNTY-  OK/MARSHALL
 EL0769  COUNTRY     -  US
 EL0769  USGS QUAD   -  LITTLE CITY (2018)
 EL0769
 EL0769                         *CURRENT SURVEY CONTROL
 EL0769  ______________________________________________________________________
 EL0769* NAD 83(1993) POSITION- 34 05 05.95919(N) 096 37 25.79640(W)   ADJUSTED
 EL0769* NAVD 88 ORTHO HEIGHT -   245.    (meters)      804.    (feet) SCALED
 EL0769  ______________________________________________________________________
 EL0769  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 EL0769  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 EL0769  HORZ ORDER      -  THIRD
 EL0769
 EL0769.The horizontal coordinates were established by classical geodetic methods
 EL0769.and adjusted by the National Geodetic Survey in November 1994.
 EL0769
 EL0769.The orthometric height was scaled from a topographic map.
 EL0769
 EL0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0769.GEOID18 height accuracy estimate available here.
 EL0769
 EL0769.Click photographs - Photos may exist for this station.
 EL0769
 EL0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0769
 EL0769. The following values were computed from the NAD 83(1993) position.
 EL0769
 EL0769;                    North         East     Units Scale Factor Converg.
 EL0769;SPC OK S     -    84,242.114   727,002.918   MT  0.99997365   +0 46 52.1
 EL0769;SPC OK S     -   276,384.34  2,385,175.41   sFT  0.99997365   +0 46 52.1
 EL0769;UTM  14      - 3,774,128.042   719,238.714   MT  1.00019254   +1 19 55.9
 EL0769
 EL0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0769!SPC OK S     -   0.99996564  x   0.99997365  =   0.99993929
 EL0769!UTM  14      -   0.99996564  x   1.00019254  =   1.00015817
 EL0769
 EL0769:                Primary Azimuth Mark                     Grid Az
 EL0769:SPC OK S     -  LITTLE AZ MK                             271 48 40.4
 EL0769:UTM  14      -  LITTLE AZ MK                             271 15 36.6
 EL0769
 EL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1923874128(NAD 83)
 EL0769
 EL0769|---------------------------------------------------------------------|
 EL0769| PID    Reference Object                     Distance      Geod. Az  |
 EL0769|                                                           dddmmss.s |
 EL0769| CY1503 LITTLE RM 1                          20.991 METERS 09535     |
 EL0769| EL0771 KINGSTON MUNICIPAL TANK             APPROX.12.7 KM 2235108.5 |
 EL0769| CY1502 LITTLE AZ MK                                       2723532.5 |
 EL0769| EL0777 MADILL EAST MUNICIPAL TANK          APPROX.13.7 KM 2733135.4 |
 EL0769| CY1504 LITTLE RM 2                          36.770 METERS 31726     |
 EL0769| EL0772 TISHOMINGO MURRAY SCH AGRI TK       APPROX.16.2 KM 3412902.6 |
 EL0769|---------------------------------------------------------------------|
 EL0769
 EL0769                          SUPERSEDED SURVEY CONTROL
 EL0769
 EL0769  NAD 83(1986)-  34 05 05.96477(N)    096 37 25.78856(W) AD(       ) 3
 EL0769  NAD 27      -  34 05 05.61890(N)    096 37 24.78750(W) AD(       ) 3
 EL0769
 EL0769.Superseded values are not recommended for survey control.
 EL0769
 EL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0769.See file dsdata.pdf to determine how the superseded data were derived.
 EL0769
 EL0769_MARKER: DS = TRIANGULATION STATION DISK
 EL0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0769_STAMPING: LITTLE 1955
 EL0769_MARK LOGO: CGS
 EL0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0769+STABILITY: SURFACE MOTION
 EL0769
 EL0769  HISTORY     - Date     Condition        Report By
 EL0769  HISTORY     - 1955     MONUMENTED       CGS
 EL0769  HISTORY     - 19960803 POOR             USPSQD
 EL0769
 EL0769                          STATION DESCRIPTION
 EL0769
 EL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0769'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES EAST OF MADILL
 EL0769'AND ABOUT 1/2 MILE WEST OF LITTLE CITY ALONG THE SOUTH SIDE OF
 EL0769'STATE HIGHWAY 199.
 EL0769'
 EL0769'THE STATION IS A STANDARD DISK STAMPED LITTLE 1955 SET IN TOP
 EL0769'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 EL0769'INCHES ABOVE THE GROUND.  IT IS 7 FEET NORTH OF AN UN-PAINTED
 EL0769'WITNESS POST, 8 FEET NORTH OF AN EAST-WEST FENCE LINE AND 137
 EL0769'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 EL0769'
 EL0769'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LITTLE
 EL0769'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0769'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EL0769'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF AN
 EL0769'EAST-WEST FENCE-LINE AND 144 FEET SOUTH OF THE CENTER LINE OF THE
 EL0769'HIGHWAY.
 EL0769'
 EL0769'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LITTLE
 EL0769'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EL0769'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EL0769'3 FEET LOWER THAN THE STATION.  IT IS 1 FOOT SOUTHWEST OF A
 EL0769'TELEPHONE POLE AND 54 FEET SOUTH OF THE CENTER LINE OF THE
 EL0769'HIGHWAY.
 EL0769'
 EL0769'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LITTLE 1955 SET
 EL0769'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 10-INCHES
 EL0769'ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF AN EAST-WEST
 EL0769'FENCE LINE AND 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 EL0769'
 EL0769'TO REACH THE STATION FROM THE COURTHOUSE IN MADILL, GO EAST ON
 EL0769'STATE HIGHWAY 199 FOR 8.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 EL0769'NORTH SIDE.  CONTINUE EAST ON THE HIGHWAY FOR 0.8 MILE TO A
 EL0769'WITNESS POST ON THE RIGHT, SOUTH SIDE AND THE STATION.
 EL0769
 EL0769                          STATION RECOVERY (1996)
 EL0769
 EL0769'RECOVERY NOTE BY US POWER SQUADRON 1996
 EL0769'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0973 ***********************************************************************
 FJ0973  DESIGNATION -  LITTLE
 FJ0973  PID         -  FJ0973
 FJ0973  STATE/COUNTY-  OK/CLEVELAND
 FJ0973  COUNTRY     -  US
 FJ0973  USGS QUAD   -  FRANKLIN (2018)
 FJ0973
 FJ0973                         *CURRENT SURVEY CONTROL
 FJ0973  ______________________________________________________________________
 FJ0973* NAD 83(1993) POSITION- 35 16 08.00083(N) 097 16 54.68825(W)   ADJUSTED
 FJ0973* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 FJ0973  ______________________________________________________________________
 FJ0973  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 FJ0973  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 FJ0973  HORZ ORDER      -  SECOND
 FJ0973
 FJ0973.The horizontal coordinates were established by classical geodetic methods
 FJ0973.and adjusted by the National Geodetic Survey in November 1994.
 FJ0973
 FJ0973.The orthometric height was scaled from a topographic map.
 FJ0973
 FJ0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0973.GEOID18 height accuracy estimate available here.
 FJ0973
 FJ0973.Click photographs - Photos may exist for this station.
 FJ0973
 FJ0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0973
 FJ0973. The following values were computed from the NAD 83(1993) position.
 FJ0973
 FJ0973;                    North         East     Units Scale Factor Converg.
 FJ0973;SPC OK S     -   214,938.512   665,342.622   MT  1.00000722   +0 24 27.5
 FJ0973;SPC OK S     -   705,177.43  2,182,878.25   sFT  1.00000722   +0 24 27.5
 FJ0973;UTM  14      - 3,904,215.716   656,276.575   MT  0.99990098   +0 59 32.2
 FJ0973
 FJ0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0973!SPC OK S     -   0.99994704  x   1.00000722  =   0.99995426
 FJ0973!UTM  14      -   0.99994704  x   0.99990098  =   0.99984803
 FJ0973
 FJ0973:                Primary Azimuth Mark                     Grid Az
 FJ0973:SPC OK S     -  LITTLE AZ MK                             355 08 38.9
 FJ0973:UTM  14      -  LITTLE AZ MK                             354 33 34.2
 FJ0973
 FJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5627604215(NAD 83)
 FJ0973
 FJ0973|---------------------------------------------------------------------|
 FJ0973| PID    Reference Object                     Distance      Geod. Az  |
 FJ0973|                                                           dddmmss.s |
 FJ0973| FJ0909 STELLA OG AND E TANK                APPROX. 6.5 KM 0331145.4 |
 FJ0973| CL4771 LITTLE RM 1                          12.896 METERS 07755     |
 FJ0973| CL4772 LITTLE RM 2                          13.709 METERS 28157     |
 FJ0973| CL4770 LITTLE AZ MK                                       3553306.4 |
 FJ0973|---------------------------------------------------------------------|
 FJ0973
 FJ0973                          SUPERSEDED SURVEY CONTROL
 FJ0973
 FJ0973  NAD 83(1986)-  35 16 08.00678(N)    097 16 54.67131(W) AD(       ) 2
 FJ0973  NAD 27      -  35 16 07.76181(N)    097 16 53.56461(W) AD(       ) 2
 FJ0973
 FJ0973.Superseded values are not recommended for survey control.
 FJ0973
 FJ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0973.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0973
 FJ0973_MARKER: DS = TRIANGULATION STATION DISK
 FJ0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0973_STAMPING: LITTLE 1957
 FJ0973_MARK LOGO: CGS
 FJ0973_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0973+STABILITY: SURFACE MOTION
 FJ0973
 FJ0973  HISTORY     - Date     Condition        Report By
 FJ0973  HISTORY     - 1957     MONUMENTED       CGS
 FJ0973  HISTORY     - 20180521 GOOD             USPSQD
 FJ0973
 FJ0973                          STATION DESCRIPTION
 FJ0973
 FJ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0973'STATION IS ABOUT 9-1/2 MILES NORTHEAST OF NORMAN, ON THE HIGHEST
 FJ0973'POINT OF A PARTIALLY WOODED RIDGE OWNED BY R.L. DRAPER AND
 FJ0973'ON THE WEST SIDE OF SECTION 11, T 9 N, R 1 W.
 FJ0973'
 FJ0973'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 FJ0973'9, AT A TRAFFIC LIGHT IN THE SOUTHEAST EDGE OF NORMAN, GO
 FJ0973'EAST ON HIGHWAY 9 FOR 9.1 MILES TO A CROSSROADS AT A STORE ON
 FJ0973'THE RIGHT, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 2.0 MILES TO
 FJ0973'A CROSSROADS AT MR. DRAPERS HOUSE ON THE RIGHT, CONTINUE NORTH
 FJ0973'FOR 0.5 MILE TO A GATE AND THE STATION ON THE RIGHT.  CONTINUE
 FJ0973'NORTH ON THE DIRT ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON
 FJ0973'THE LEFT.
 FJ0973'
 FJ0973'STATION MARKS ARE STANDARD DISKS, STAMPED LITTLE 1957.  THE
 FJ0973'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0973'6 INCHES.  IT IS ABOUT 283 FEET EAST OF THE CENTER OF THE ROAD,
 FJ0973'18 FEET NORTH OF THE CENTER OF A FIELD ROAD, 12 FEET WEST OF AN
 FJ0973'9-INCH TREE, 8 FEET SOUTH OF A 6-INCH TREE, 8 FEET SOUTH OF A
 FJ0973'FENCE, 11 FEET EAST OF AN 8-INCH TREE AND ABOUT 20 FEET ABOVE
 FJ0973'THE ROAD LEVEL.  A WITNESS POST WAS SET 2 FEET SOUTHWEST OF THE
 FJ0973'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 FJ0973'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 FJ0973'
 FJ0973'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LITTLE NO 1 1957,
 FJ0973'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ0973'IT IS 25 FEET NORTH OF THE CENTER OF THE FIELD ROAD AND 1 FOOT
 FJ0973'SOUTH OF THE FENCE.
 FJ0973'
 FJ0973'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LITTLE NO 2 1957,
 FJ0973'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ0973'IT IS 27 FEET NORTH OF THE CENTER OF THE FIELD ROAD AND 1 FOOT
 FJ0973'SOUTH OF THE FENCE.
 FJ0973'
 FJ0973'AZIMUTH MARK IS A STANDARD DISK, STAMPED LITTLE 1957, SET IN
 FJ0973'A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 64
 FJ0973'FEET NORTH OF THE CENTER OF A GATE, 35 FEET WEST OF THE CENTER OF
 FJ0973'THE ROAD, 8 FEET SOUTH OF AN 8 INCH TREE, 1 FOOT EAST OF A
 FJ0973'FENCE AND ABOUT 3 FEET ABOVE THE ROAD LEVEL.  A WITNESS POST WAS
 FJ0973'SET 2 FEET NORTH OF THE MARK.
 FJ0973'
 FJ0973'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0973
 FJ0973                          STATION RECOVERY (2018)
 FJ0973
 FJ0973'RECOVERY NOTE BY US POWER SQUADRON 2018 (DEG)
 FJ0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0347 ***********************************************************************
 DM0347  DESIGNATION -  LITTLE RIVER
 DM0347  PID         -  DM0347
 DM0347  STATE/COUNTY-  OK/MCCURTAIN
 DM0347  COUNTRY     -  US
 DM0347  USGS QUAD   -  IDABEL (2019)
 DM0347
 DM0347                         *CURRENT SURVEY CONTROL
 DM0347  ______________________________________________________________________
 DM0347* NAD 83(1986) POSITION- 33 56 07.     (N) 094 49 43.     (W)   SCALED
 DM0347* NAVD 88 ORTHO HEIGHT -   110.777 (meters)      363.44  (feet) ADJUSTED
 DM0347  ______________________________________________________________________
 DM0347  GEOID HEIGHT    -        -27.801 (meters)                     GEOID18
 DM0347  DYNAMIC HEIGHT  -        110.665 (meters)      363.07  (feet) COMP
 DM0347  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 DM0347
 DM0347  VERT ORDER      -  SECOND    CLASS 0
 DM0347
 DM0347.The horizontal coordinates were scaled from a map and have
 DM0347.an estimated accuracy of +/- 6 seconds.
 DM0347
 DM0347.The orthometric height was determined by differential leveling and
 DM0347.adjusted by the NATIONAL GEODETIC SURVEY
 DM0347.in June 1991.
 DM0347
 DM0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0347.GEOID18 height accuracy estimate available here.
 DM0347
 DM0347.Click photographs - Photos may exist for this station.
 DM0347
 DM0347.The dynamic height is computed by dividing the NAVD 88
 DM0347.geopotential number by the normal gravity value computed on the
 DM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0347.degrees latitude (g = 980.6199 gals.).
 DM0347
 DM0347.The modeled gravity was interpolated from observed gravity values.
 DM0347
 DM0347;                    North         East    Units  Estimated Accuracy
 DM0347;SPC OK S     -    71,380.      893,160.      MT  (+/- 180 meters Scaled)
 DM0347
 DM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT309564(NAD 83)
 DM0347
 DM0347                          SUPERSEDED SURVEY CONTROL
 DM0347
 DM0347  NGVD 29 (??/??/92)  110.756  (m)          363.37   (f) ADJ UNCH    2 0
 DM0347
 DM0347.Superseded values are not recommended for survey control.
 DM0347
 DM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0347.See file dsdata.pdf to determine how the superseded data were derived.
 DM0347
 DM0347_MARKER: X = CHISELED CROSS
 DM0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0347_SP_SET: ABUTMENT
 DM0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0347
 DM0347  HISTORY     - Date     Condition        Report By
 DM0347  HISTORY     - UNK      MONUMENTED       OKDH
 DM0347  HISTORY     - 1934     GOOD             CGS
 DM0347  HISTORY     - 1942     GOOD             CGS
 DM0347
 DM0347                          STATION DESCRIPTION
 DM0347
 DM0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0347'2.8 MI N FROM IDABEL.
 DM0347'2.8 MILES NORTH OF, ALONG U.S. HWY. 70.  FROM COURTHOUSE AT THE SOUTH
 DM0347'END OF THE LITTLE RIVER HIGHWAY BRIDGE, ON TOP OF THE SOUTHEAST END OF
 DM0347'THE CONCRETE ABUTMENT, 18 FEET SOUTHEAST OF HIGHWAY CENTER-LINE.
 DM0347
 DM0347                          STATION RECOVERY (1942)
 DM0347
 DM0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 DM0347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0052 ***********************************************************************
 FK0052  DESIGNATION -  LL 114
 FK0052  PID         -  FK0052
 FK0052  STATE/COUNTY-  OK/BLAINE
 FK0052  COUNTRY     -  US
 FK0052  USGS QUAD   -  WATONGA (2018)
 FK0052
 FK0052                         *CURRENT SURVEY CONTROL
 FK0052  ______________________________________________________________________
 FK0052* NAD 83(1986) POSITION- 35 50 40.47   (N) 098 24 32.61   (W)   HD_HELD1
 FK0052* NAVD 88 ORTHO HEIGHT -   462.087 (meters)     1516.03  (feet) ADJUSTED
 FK0052  ______________________________________________________________________
 FK0052  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 FK0052  DYNAMIC HEIGHT  -        461.649 (meters)     1514.59  (feet) COMP
 FK0052  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 FK0052
 FK0052  VERT ORDER      -  SECOND    CLASS 0
 FK0052
 FK0052.The horizontal coordinates were determined by differentially corrected
 FK0052.hand held GPS observations or other comparable positioning techniques
 FK0052.and have an estimated accuracy of +/- 3 meters.
 FK0052
 FK0052.The orthometric height was determined by differential leveling and
 FK0052.adjusted by the NATIONAL GEODETIC SURVEY
 FK0052.in June 1991.
 FK0052
 FK0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0052.GEOID18 height accuracy estimate available here.
 FK0052
 FK0052.Click photographs - Photos may exist for this station.
 FK0052
 FK0052.The dynamic height is computed by dividing the NAVD 88
 FK0052.geopotential number by the normal gravity value computed on the
 FK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0052.degrees latitude (g = 980.6199 gals.).
 FK0052
 FK0052.The modeled gravity was interpolated from observed gravity values.
 FK0052
 FK0052;                    North         East    Units  Estimated Accuracy
 FK0052;SPC OK N     -    93,785.6     563,047.1     MT  (+/- 3 meters HH1 GPS) 
 FK0052
 FK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5336466870(NAD 83)
 FK0052
 FK0052                          SUPERSEDED SURVEY CONTROL
 FK0052
 FK0052  NGVD 29 (??/??/92)  461.900  (m)         1515.42   (f) ADJ UNCH    2 0
 FK0052
 FK0052.Superseded values are not recommended for survey control.
 FK0052
 FK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0052.See file dsdata.pdf to determine how the superseded data were derived.
 FK0052
 FK0052_MARKER: DB = BENCH MARK DISK
 FK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0052_STAMPING: LL 114 1935
 FK0052_MARK LOGO: CGS
 FK0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0052+STABILITY: SURFACE MOTION
 FK0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0052+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 FK0052
 FK0052  HISTORY     - Date     Condition        Report By
 FK0052  HISTORY     - 1935     MONUMENTED       CGS
 FK0052  HISTORY     - 19951115 GOOD             OKDOT
 FK0052  HISTORY     - 20051110 GOOD             AIRDAT
 FK0052
 FK0052                          STATION DESCRIPTION
 FK0052
 FK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0052'AT WATONGA.
 FK0052'165 FEET NORTH OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 FK0052'STATION, 9 FEET WEST OF NEAREST RAIL OF MAIN TRACK, SET IN
 FK0052'NORTHEAST CORNER OF THE SOUTH ONE OF THE TWO EAST CONCRETE
 FK0052'BASES OF RAILROAD WATER TANK.
 FK0052
 FK0052                          STATION RECOVERY (1995)
 FK0052
 FK0052'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0052'FROM THE JUNCTION OF US 281 AND STATE HIGHWAY 3 IN WATONGA, GO EAST ON
 FK0052'STATE HIGHWAY 3, 0.80 KM (0.50 MI) TO BURFORD STREET, TURN LEFT
 FK0052'(NORTH) AND GO 0.32 KM (0.20 MI) TO MAIN STREET, TURN RIGHT (EAST) AND
 FK0052'GO 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.  37.3 M (122.4 FT)
 FK0052'EAST OF THE CENTER OF FORREST STREET, 20.0 M (65.6 FT) NORTH OF THE
 FK0052'CENTER OF MAIN STREET, 13.0 M (42.7 FT) EAST OF THE CENTER OF A
 FK0052'RAILROAD TRACK.  3.1 M (10.2 FT) WEST OF THE CENTER OF RAILROAD TRACK.
 FK0052'0.6 M (2.0 FT) NORTH AND 2.1 M (6.9 FT) EAST OF THE SOUTHEAST CORNER
 FK0052'OF A CONCRETE BASE OF WATER TOWER (REMOVED) .
 FK0052
 FK0052                          STATION RECOVERY (2005)
 FK0052
 FK0052'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2005 (KEG)
 FK0052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9200 ***********************************************************************
 AC9200  DESIGNATION -  LMNO A
 AC9200  PID         -  AC9200
 AC9200  STATE/COUNTY-  OK/GRANT
 AC9200  COUNTRY     -  US
 AC9200  USGS QUAD   -  EDDY (2018)
 AC9200
 AC9200                         *CURRENT SURVEY CONTROL
 AC9200  ______________________________________________________________________
 AC9200* NAD 83(2011) POSITION- 36 40 50.11397(N) 097 28 45.84968(W)   ADJUSTED
 AC9200* NAD 83(2011) ELLIP HT-   278.904 (meters)        (06/27/12)   ADJUSTED
 AC9200* NAD 83(2011) EPOCH   -  2010.00
 AC9200* NAVD 88 ORTHO HEIGHT -   307.304 (meters)     1008.21  (feet) ADJUSTED
 AC9200  ______________________________________________________________________
 AC9200  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 AC9200  NAD 83(2011) X  -   -666,660.583 (meters)                     COMP
 AC9200  NAD 83(2011) Y  - -5,077,895.244 (meters)                     COMP
 AC9200  NAD 83(2011) Z  -  3,789,191.438 (meters)                     COMP
 AC9200  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 AC9200  DYNAMIC HEIGHT  -        307.041 (meters)     1007.35  (feet) COMP
 AC9200  MODELED GRAVITY -    979,768.0   (mgal)                       NAVD 88
 AC9200
 AC9200  VERT ORDER      -  SECOND    CLASS I
 AC9200
 AC9200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9200  Standards:
 AC9200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9200  -------------------------------------------------------------------
 AC9200  NETWORK    0.77   1.45           0.35   0.27   0.74     -0.05432055
 AC9200  -------------------------------------------------------------------
 AC9200  Click here for local accuracies and other accuracy information.
 AC9200
 AC9200.This is a reference station for the LAMONT
 AC9200.National Continuously Operating Reference Station (LMNO).
 AC9200
 AC9200.The horizontal coordinates were established by GPS observations
 AC9200.and adjusted by the National Geodetic Survey in June 2012.
 AC9200
 AC9200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9200.been affixed to the stable North American tectonic plate. See 
 AC9200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9200
 AC9200.The horizontal coordinates are valid at the epoch date displayed above
 AC9200.which is a decimal equivalence of Year/Month/Day.
 AC9200
 AC9200.The orthometric height was determined by differential leveling and
 AC9200.adjusted by the NATIONAL GEODETIC SURVEY
 AC9200.in July 2002.
 AC9200
 AC9200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9200.GEOID18 height accuracy estimate available here.
 AC9200
 AC9200.Click photographs - Photos may exist for this station.
 AC9200
 AC9200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9200
 AC9200.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9200
 AC9200.The ellipsoidal height was determined by GPS observations
 AC9200.and is referenced to NAD 83.
 AC9200
 AC9200.The dynamic height is computed by dividing the NAVD 88
 AC9200.geopotential number by the normal gravity value computed on the
 AC9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9200.degrees latitude (g = 980.6199 gals.).
 AC9200
 AC9200.The modeled gravity was interpolated from observed gravity values.
 AC9200
 AC9200. The following values were computed from the NAD 83(2011) position.
 AC9200
 AC9200;                    North         East     Units Scale Factor Converg.
 AC9200;SPC OK N     -   186,595.575   646,531.447   MT  0.99998543   +0 18 26.0
 AC9200;SPC OK N     -   612,188.98  2,121,161.92   sFT  0.99998543   +0 18 26.0
 AC9200;UTM  14      - 4,060,516.936   635,865.205   MT  0.99982742   +0 54 30.5
 AC9200
 AC9200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9200!SPC OK N     -   0.99995623  x   0.99998543  =   0.99994166
 AC9200!UTM  14      -   0.99995623  x   0.99982742  =   0.99978366
 AC9200
 AC9200:                Primary Azimuth Mark                     Grid Az
 AC9200:SPC OK N     -  LAMONT CORS L1 PHASE CENTER              347 17 14.9
 AC9200:UTM  14      -  LAMONT CORS L1 PHASE CENTER              346 41 10.4
 AC9200
 AC9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3586560516(NAD 83)
 AC9200
 AC9200|---------------------------------------------------------------------|
 AC9200| PID    Reference Object                     Distance      Geod. Az  |
 AC9200|                                                           dddmmss.s |
 AC9200| AA5495 LAMONT CORS L1 PHASE CENTER         APPROX. 0.6 KM 3473540.9 |
 AC9200|---------------------------------------------------------------------|
 AC9200
 AC9200                          SUPERSEDED SURVEY CONTROL
 AC9200
 AC9200  NAD 83(2007)-  36 40 50.11389(N)    097 28 45.85034(W) AD(2002.00) 0
 AC9200  ELLIP H (02/10/07)  278.919  (m)                       GP(2002.00)    
 AC9200  ELLIP H (02/05/01)  278.932  (m)                       GP(       ) 2 2
 AC9200  NAD 83(1993)-  36 40 50.11368(N)    097 28 45.85058(W) AD(       ) B
 AC9200  ELLIP H (10/22/97)  278.932  (m)                       GP(       ) 4 1
 AC9200  NAVD 88             307.30   (m)         1008.2    (f) LEVELING    3  
 AC9200
 AC9200.Superseded values are not recommended for survey control.
 AC9200
 AC9200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9200.See file dsdata.pdf to determine how the superseded data were derived.
 AC9200
 AC9200_MARKER: I = METAL ROD
 AC9200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9200_STAMPING: LMNO A
 AC9200_MARK LOGO: NGS
 AC9200_PROJECTION: FLUSH
 AC9200_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9200+STABILITY: POSITION/ELEVATION WELL
 AC9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9200+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2009
 AC9200_ROD/PIPE-DEPTH: 5.6 meters
 AC9200_SLEEVE-DEPTH  : 0.9 meters
 AC9200
 AC9200  HISTORY     - Date     Condition        Report By
 AC9200  HISTORY     - 1997     MONUMENTED       NGS
 AC9200  HISTORY     - 19970512 GOOD             NGS
 AC9200  HISTORY     - 20090331 GOOD             OKDOT
 AC9200
 AC9200                          STATION DESCRIPTION
 AC9200
 AC9200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9200'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9200'IN LAMONT, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG A GRAVELED ROAD,
 AC9200'82.2 M (269.7 FT) EAST OF THE ROAD CENTER, 8.5 M (27.9 FT) NORTH OF
 AC9200'THE CENTER OF A DIRT ROAD, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND
 AC9200'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS
 AC9200'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AC9200'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9200
 AC9200                          STATION RECOVERY (1997)
 AC9200
 AC9200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9200'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.  ALL
 AC9200'DIRECTIONS AND DISTANCES CHECKED.
 AC9200
 AC9200                          STATION RECOVERY (2009)
 AC9200
 AC9200'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 AC9200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9201 ***********************************************************************
 AC9201  DESIGNATION -  LMNO B
 AC9201  PID         -  AC9201
 AC9201  STATE/COUNTY-  OK/GRANT
 AC9201  COUNTRY     -  US
 AC9201  USGS QUAD   -  EDDY (2018)
 AC9201
 AC9201                         *CURRENT SURVEY CONTROL
 AC9201  ______________________________________________________________________
 AC9201* NAD 83(2011) POSITION- 36 41 42.86923(N) 097 28 48.60448(W)   ADJUSTED
 AC9201* NAD 83(2011) ELLIP HT-   280.943 (meters)        (06/27/12)   ADJUSTED
 AC9201* NAD 83(2011) EPOCH   -  2010.00
 AC9201* NAVD 88 ORTHO HEIGHT -   309.347 (meters)     1014.92  (feet) ADJUSTED
 AC9201  ______________________________________________________________________
 AC9201  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 AC9201  NAD 83(2011) X  -   -666,602.124 (meters)                     COMP
 AC9201  NAD 83(2011) Y  - -5,076,924.599 (meters)                     COMP
 AC9201  NAD 83(2011) Z  -  3,790,496.772 (meters)                     COMP
 AC9201  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 AC9201  DYNAMIC HEIGHT  -        309.083 (meters)     1014.05  (feet) COMP
 AC9201  MODELED GRAVITY -    979,768.9   (mgal)                       NAVD 88
 AC9201
 AC9201  VERT ORDER      -  SECOND    CLASS I
 AC9201
 AC9201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9201  Standards:
 AC9201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9201  -------------------------------------------------------------------
 AC9201  NETWORK    0.77   1.45           0.35   0.27   0.74     -0.04224699
 AC9201  -------------------------------------------------------------------
 AC9201  Click here for local accuracies and other accuracy information.
 AC9201
 AC9201.This is a reference station for the LAMONT
 AC9201.National Continuously Operating Reference Station (LMNO).
 AC9201
 AC9201.The horizontal coordinates were established by GPS observations
 AC9201.and adjusted by the National Geodetic Survey in June 2012.
 AC9201
 AC9201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9201.been affixed to the stable North American tectonic plate. See 
 AC9201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9201
 AC9201.The horizontal coordinates are valid at the epoch date displayed above
 AC9201.which is a decimal equivalence of Year/Month/Day.
 AC9201
 AC9201.The orthometric height was determined by differential leveling and
 AC9201.adjusted by the NATIONAL GEODETIC SURVEY
 AC9201.in July 2002.
 AC9201
 AC9201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9201.GEOID18 height accuracy estimate available here.
 AC9201
 AC9201.Click photographs - Photos may exist for this station.
 AC9201
 AC9201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9201
 AC9201.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9201
 AC9201.The ellipsoidal height was determined by GPS observations
 AC9201.and is referenced to NAD 83.
 AC9201
 AC9201.The dynamic height is computed by dividing the NAVD 88
 AC9201.geopotential number by the normal gravity value computed on the
 AC9201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9201.degrees latitude (g = 980.6199 gals.).
 AC9201
 AC9201.The modeled gravity was interpolated from observed gravity values.
 AC9201
 AC9201. The following values were computed from the NAD 83(2011) position.
 AC9201
 AC9201;                    North         East     Units Scale Factor Converg.
 AC9201;SPC OK N     -   188,221.370   646,454.344   MT  0.99998775   +0 18 24.4
 AC9201;SPC OK N     -   617,522.94  2,120,908.96   sFT  0.99998775   +0 18 24.4
 AC9201;UTM  14      - 4,062,141.574   635,771.057   MT  0.99982710   +0 54 30.0
 AC9201
 AC9201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9201!SPC OK N     -   0.99995591  x   0.99998775  =   0.99994366
 AC9201!UTM  14      -   0.99995591  x   0.99982710  =   0.99978302
 AC9201
 AC9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3577162141(NAD 83)
 AC9201
 AC9201                          SUPERSEDED SURVEY CONTROL
 AC9201
 AC9201  NAD 83(2007)-  36 41 42.86914(N)    097 28 48.60514(W) AD(2002.00) 0
 AC9201  ELLIP H (02/10/07)  280.957  (m)                       GP(2002.00)    
 AC9201  ELLIP H (02/05/01)  280.971  (m)                       GP(       ) 2 2
 AC9201  NAD 83(1993)-  36 41 42.86894(N)    097 28 48.60538(W) AD(       ) B
 AC9201  ELLIP H (10/22/97)  280.971  (m)                       GP(       ) 4 1
 AC9201  NAVD 88             309.35   (m)         1014.9    (f) LEVELING    3  
 AC9201
 AC9201.Superseded values are not recommended for survey control.
 AC9201
 AC9201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9201.See file dsdata.pdf to determine how the superseded data were derived.
 AC9201
 AC9201_MARKER: I = METAL ROD
 AC9201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9201_STAMPING: LMNO B 1997
 AC9201_MARK LOGO: NGS
 AC9201_PROJECTION: FLUSH
 AC9201_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9201+STABILITY: POSITION/ELEVATION WELL
 AC9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9201+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2009
 AC9201_ROD/PIPE-DEPTH: 8.6 meters
 AC9201_SLEEVE-DEPTH  : 0.9 meters
 AC9201
 AC9201  HISTORY     - Date     Condition        Report By
 AC9201  HISTORY     - 1997     MONUMENTED       NGS
 AC9201  HISTORY     - 19970512 GOOD             NGS
 AC9201  HISTORY     - 20040209 GOOD             INDIV
 AC9201  HISTORY     - 20080317 GOOD             AIRDAT
 AC9201  HISTORY     - 20090331 GOOD             OKDOT
 AC9201
 AC9201                          STATION DESCRIPTION
 AC9201
 AC9201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9201'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9201'IN LAMONT, 28.7 M (94.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.0 M
 AC9201'(49.2 FT) NORTHWEST OF AN UNDERGROUND CABLE WARNING SIGN, 7.3 M (24.0
 AC9201'FT) EAST OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) WEST OF A
 AC9201'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC9201'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC9201'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AC9201'MARK.
 AC9201
 AC9201                          STATION RECOVERY (1997)
 AC9201
 AC9201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9201'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.  ALL
 AC9201'DIRECTIONS AND DISTANCES CHECKED.
 AC9201
 AC9201                          STATION RECOVERY (2004)
 AC9201
 AC9201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TJ)
 AC9201'RECOVERED IN GOOD CONDITION.
 AC9201
 AC9201                          STATION RECOVERY (2008)
 AC9201
 AC9201'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 AC9201'RECOVERED IN GOOD CONDITION.
 AC9201
 AC9201                          STATION RECOVERY (2009)
 AC9201
 AC9201'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 AC9201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7912 ***********************************************************************
 DR7912  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7912  DESIGNATION -  LMWT 2
 DR7912  PID         -  DR7912
 DR7912  STATE/COUNTY-  OK/TULSA
 DR7912  COUNTRY     -  US
 DR7912  USGS QUAD   -  SAPULPA NORTH (2018)
 DR7912
 DR7912                         *CURRENT SURVEY CONTROL
 DR7912  ______________________________________________________________________
 DR7912* NAD 83(2011) POSITION- 36 06 38.58694(N) 096 01 52.40538(W)   ADJUSTED
 DR7912* NAD 83(2011) ELLIP HT-   238.394 (meters)        (01/20/22)   ADJUSTED
 DR7912* NAD 83(2011) EPOCH   -  2010.00
 DR7912* NAVD 88 ORTHO HEIGHT -   267.26  (meters)      876.8   (feet) GPS OBS
 DR7912  ______________________________________________________________________
 DR7912  GEOID HEIGHT    -        -28.835 (meters)                     GEOID18
 DR7912  NAD 83(2011) X  -   -542,054.155 (meters)                     COMP
 DR7912  NAD 83(2011) Y  - -5,130,404.672 (meters)                     COMP
 DR7912  NAD 83(2011) Z  -  3,738,264.237 (meters)                     COMP
 DR7912  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 DR7912
 DR7912  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7912  Standards:
 DR7912         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7912            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7912  -------------------------------------------------------------------
 DR7912  NETWORK    0.43   0.82           0.18   0.17   0.42      0.08790660
 DR7912  -------------------------------------------------------------------
 DR7912  Click here for local accuracies and other accuracy information.
 DR7912
 DR7912.The horizontal coordinates were established by GPS observations
 DR7912.and adjusted by the CITY OF TULSA in January 2022.
 DR7912
 DR7912.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7912.been affixed to the stable North American tectonic plate. See 
 DR7912.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7912
 DR7912.The horizontal coordinates are valid at the epoch date displayed above
 DR7912.which is a decimal equivalence of Year/Month/Day.
 DR7912
 DR7912.The orthometric height was determined by GPS observations and a
 DR7912.high-resolution geoid model using precise GPS observation and
 DR7912.processing techniques.
 DR7912
 DR7912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7912.GEOID18 height accuracy estimate available here.
 DR7912
 DR7912.Click photographs - Photos may exist for this station.
 DR7912
 DR7912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7912
 DR7912.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7912
 DR7912.The ellipsoidal height was determined by GPS observations
 DR7912.and is referenced to NAD 83.
 DR7912
 DR7912. The following values were computed from the NAD 83(2011) position.
 DR7912
 DR7912;                    North         East     Units Scale Factor Converg.
 DR7912;SPC OK N     -   125,034.423   777,241.932   MT  0.99994590   +1 09 42.7
 DR7912;SPC OK N     -   410,217.10  2,550,001.24   sFT  0.99994590   +1 09 42.7
 DR7912;UTM  14      - 4,000,311.218   767,231.057   MT  1.00048001   +1 45 02.4
 DR7912;UTM  15      - 4,000,484.885   227,146.211   MT  1.00051743   -1 47 15.2
 DR7912
 DR7912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7912!SPC OK N     -   0.99996259  x   0.99994590  =   0.99990849
 DR7912!UTM  14      -   0.99996259  x   1.00048001  =   1.00044258
 DR7912!UTM  15      -   0.99996259  x   1.00051743  =   1.00048000
 DR7912
 DR7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6723100311(NAD 83)
 DR7912
 DR7912                          SUPERSEDED SURVEY CONTROL
 DR7912
 DR7912.No superseded survey control is available for this station.
 DR7912
 DR7912_MARKER: F = FLANGE-ENCASED ROD
 DR7912_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DR7912+WITH SETTING: INTO GROUND
 DR7912_STAMPING: LMWT-2
 DR7912_MARK LOGO: COTOK
 DR7912_PROJECTION: RECESSED 3 CENTIMETERS
 DR7912_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7912_ROD/PIPE-DEPTH: 1.7 meters
 DR7912_SLEEVE-DEPTH  : 0.9 meters
 DR7912
 DR7912  HISTORY     - Date     Condition        Report By
 DR7912  HISTORY     - 20210923 MONUMENTED       COTOK
 DR7912
 DR7912                          STATION DESCRIPTION
 DR7912
 DR7912'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7912'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DR7912'JENKS, 4.8 MI (7.7 KM) EAST-SOUTHEAST OF SAND SPRINGS AND 3.7 MI (5.9
 DR7912'KM) SOUTHWEST OF TULSA. OWNERSHIP--CITY OF TULSA. SURVEYORS CAN
 DR7912'CONTACT THE CITY OF TULSA SURVEY MANAGER AT (918)596-9591 IN ADVANCE
 DR7912'TO ARRANGE FOR ENTRANCE TO THE AREA OF THE MONUMENT.
 DR7912'
 DR7912'TO REACH FROM THE INTERSECTION OF W 41ST STREET AND S 33RD WEST AVENUE
 DR7912'PROCEED NORTH ON 33RD W AVENUE FOR 0.15 MI (0.24 KM) TO W 39TH STREET
 DR7912'TURN RIGHT AND HEAD EAST FOR 377 FT (114.9 M) TO S 32ND WEST AVENUE,
 DR7912'TURN LEFT AND PROCEED FOR 0.15 MI (0.24 KM) TO W 37TH PLACE, TURN LEFT
 DR7912'AND PROCEED WEST TO S 33RD W AVENUE, TURN RIGHT AND PROCEED 300 FT
 DR7912'(91.4 M) TO THE ENTRANCE TO THE LOOKOUT MOUNTAIN WATER TANK (3750 S
 DR7912'33RD W AVE). THE GATE WILL BE LOCKED AND YOU WILL NOT BE ABLE TO
 DR7912'PROCEED TO THE MONUMENT WITHOUT AN ESCORT BY CITY OF TULSA PERSONNEL.
 DR7912'FOLLOW THE DRIVEWAY FOR 0.25 MI (0.40 KM) TO ANOTHER GATE. YOU DO NOT
 DR7912'NEED TO ENTER THE SECOND GATE. THE MONUMENT IS 83 FT (25.3 M) WEST AND
 DR7912'17 FT (5.2 M) HIGHER THAN THE CENTER OF THE DRIVEWAY.
 DR7912'
 DR7912'IT IS 111 FT (33.8 M) NORTHWEST OF FACE OF 200 FT (61.0 M) DIAMETER
 DR7912'WATER TANK, 83 FT (25.3 M) WEST OF THE CENTERLINE OF DRIVEWAY, 70.1 FT
 DR7912'(21.4 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AREA INLET, 60.7
 DR7912'FT (18.5 M) WEST-NORTHWEST OF THE NORTHWEST CORNER POST FOR FENCE
 DR7912'AROUND WATER TANK, 3 FT (0.9 M) EAST OF CARSONITE WITNESS POST AND
 DR7912'ABOUT 0.1 FT (3 CM) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9538 ***********************************************************************
 DR9538  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9538  DESIGNATION -  LOCK-18
 DR9538  PID         -  DR9538
 DR9538  STATE/COUNTY-  OK/WAGONER
 DR9538  COUNTRY     -  US
 DR9538  USGS QUAD   -  CATOOSA SE (2019)
 DR9538
 DR9538                         *CURRENT SURVEY CONTROL
 DR9538  ______________________________________________________________________
 DR9538* NAD 83(2011) POSITION- 36 03 29.15021(N) 095 32 04.99982(W)   ADJUSTED
 DR9538* NAD 83(2011) ELLIP HT-   136.026 (meters)        (11/20/23)   ADJUSTED
 DR9538* NAD 83(2011) EPOCH   -  2010.00
 DR9538* NAVD 88 ORTHO HEIGHT -   165.26  (meters)      542.2   (feet) GPS OBS
 DR9538  ______________________________________________________________________
 DR9538  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 DR9538  NAD 83(2011) X  -   -497,900.109 (meters)                     COMP
 DR9538  NAD 83(2011) Y  - -5,138,249.898 (meters)                     COMP
 DR9538  NAD 83(2011) Z  -  3,733,485.105 (meters)                     COMP
 DR9538  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DR9538
 DR9538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9538  Standards:
 DR9538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9538  -------------------------------------------------------------------
 DR9538  NETWORK    0.53   1.10           0.24   0.19   0.56      0.04257729
 DR9538  -------------------------------------------------------------------
 DR9538  Click here for local accuracies and other accuracy information.
 DR9538
 DR9538.The horizontal coordinates were established by GPS observations
 DR9538.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9538
 DR9538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9538.been affixed to the stable North American tectonic plate. See 
 DR9538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9538
 DR9538.The horizontal coordinates are valid at the epoch date displayed above
 DR9538.which is a decimal equivalence of Year/Month/Day.
 DR9538
 DR9538.The orthometric height was determined by GPS observations and a
 DR9538.high-resolution geoid model using precise GPS observation and
 DR9538.processing techniques.
 DR9538
 DR9538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9538.GEOID18 height accuracy estimate available here.
 DR9538
 DR9538.Click photographs - Photos may exist for this station.
 DR9538
 DR9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9538
 DR9538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9538
 DR9538.The ellipsoidal height was determined by GPS observations
 DR9538.and is referenced to NAD 83.
 DR9538
 DR9538. The following values were computed from the NAD 83(2011) position.
 DR9538
 DR9538;                    North         East     Units Scale Factor Converg.
 DR9538;SPC OK N     -   120,218.410   822,079.801   MT  0.99994722   +1 27 17.6
 DR9538;SPC OK N     -   394,416.57  2,697,106.81   sFT  0.99994722   +1 27 17.6
 DR9538;UTM  15      - 3,993,365.905   271,696.128   MT  1.00024228   -1 29 33.3
 DR9538
 DR9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9538!SPC OK N     -   0.99997865  x   0.99994722  =   0.99992587
 DR9538!UTM  15      -   0.99997865  x   1.00024228  =   1.00022093
 DR9538
 DR9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7169693365(NAD 83)
 DR9538
 DR9538                          SUPERSEDED SURVEY CONTROL
 DR9538
 DR9538.No superseded survey control is available for this station.
 DR9538
 DR9538_MARKER: DD = SURVEY DISK
 DR9538_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DR9538_SP_SET: ON A LOCK
 DR9538_STAMPING: LOCK-18 2009
 DR9538_MARK LOGO: USACE
 DR9538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR9538+STABILITY: POSITION/ELEVATION WELL
 DR9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9538+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2023
 DR9538
 DR9538  HISTORY     - Date     Condition        Report By
 DR9538  HISTORY     - 20090922 MONUMENTED       USACE
 DR9538  HISTORY     - 20231005 GOOD             OKDOT
 DR9538
 DR9538                          STATION DESCRIPTION
 DR9538
 DR9538'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9538'OWNERSHIP--U.S. GOVERNMENT.
 DR9538'
 DR9538'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHEAST OF COWETA, 6.6 MI
 DR9538'(10.6 KM) SOUTH-SOUTHWEST OF INOLA AND 5.7 MI (9.2 KM) WEST OF
 DR9538'NEODESHA.
 DR9538'
 DR9538'TO REACH THE STATION FROM THE INTERSECTION OF US-412 AND S4200 ROAD.
 DR9538'GO SOUTH APPROXIMATELY 7.7 MI (12.4 KM).  THE MARK IS ON THE NORTHEAST
 DR9538'END OF THE LOCK IN AN ACCESS CONTROLLED AREA.  FOR ACCESS TALK TO THE
 DR9538'LOCK MASTER ON DUTY.
 DR9538'
 DR9538'THE MARK IS APPROXIMATELY 660 FT (201.2 M) EAST OF THE ACCESS GATE.
 DR9538'THE MARK IS APPROXIMATELY 26 FT (7.9 M) SOUTHWEST OF THE NORTHEAST END
 DR9538'OF THE LOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0934 ***********************************************************************
 EL0934  DESIGNATION -  LOCO
 EL0934  PID         -  EL0934
 EL0934  STATE/COUNTY-  OK/STEPHENS
 EL0934  COUNTRY     -  US
 EL0934  USGS QUAD   -  LOCO (2018)
 EL0934
 EL0934                         *CURRENT SURVEY CONTROL
 EL0934  ______________________________________________________________________
 EL0934* NAD 83(1993) POSITION- 34 22 16.06004(N) 097 41 32.68488(W)   ADJUSTED
 EL0934* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 EL0934  ______________________________________________________________________
 EL0934  GEOID HEIGHT    -        -25.771 (meters)                     GEOID18
 EL0934  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 EL0934  HORZ ORDER      -  THIRD
 EL0934
 EL0934.The horizontal coordinates were established by classical geodetic methods
 EL0934.and adjusted by the National Geodetic Survey in November 1994.
 EL0934
 EL0934.The orthometric height was scaled from a topographic map.
 EL0934
 EL0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0934.GEOID18 height accuracy estimate available here.
 EL0934
 EL0934.Click photographs - Photos may exist for this station.
 EL0934
 EL0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0934
 EL0934. The following values were computed from the NAD 83(1993) position.
 EL0934
 EL0934;                    North         East     Units Scale Factor Converg.
 EL0934;SPC OK S     -   115,158.488   628,290.570   MT  0.99994282   +0 10 28.5
 EL0934;SPC OK S     -   377,815.81  2,061,316.65   sFT  0.99994282   +0 10 28.5
 EL0934;UTM  14      - 3,804,081.733   620,229.012   MT  0.99977818   +0 44 17.8
 EL0934
 EL0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0934!SPC OK S     -   0.99995380  x   0.99994282  =   0.99989662
 EL0934!UTM  14      -   0.99995380  x   0.99977818  =   0.99973199
 EL0934
 EL0934:                Primary Azimuth Mark                     Grid Az
 EL0934:SPC OK S     -  LOCO AZ MK                               054 41 14.3
 EL0934:UTM  14      -  LOCO AZ MK                               054 07 25.0
 EL0934
 EL0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2022904081(NAD 83)
 EL0934
 EL0934|---------------------------------------------------------------------|
 EL0934| PID    Reference Object                     Distance      Geod. Az  |
 EL0934|                                                           dddmmss.s |
 EL0934| CY1508 LOCO AZ MK                                         0545142.8 |
 EL0934| CY1509 LOCO RM 1                             7.513 METERS 11534     |
 EL0934| CY1510 LOCO RM 2                             8.294 METERS 21312     |
 EL0934|---------------------------------------------------------------------|
 EL0934
 EL0934                          SUPERSEDED SURVEY CONTROL
 EL0934
 EL0934  NAD 83(1986)-  34 22 16.06406(N)    097 41 32.67272(W) AD(       ) 3
 EL0934  NAD 27      -  34 22 15.75490(N)    097 41 31.56440(W) AD(       ) 3
 EL0934
 EL0934.Superseded values are not recommended for survey control.
 EL0934
 EL0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0934.See file dsdata.pdf to determine how the superseded data were derived.
 EL0934
 EL0934_MARKER: DS = TRIANGULATION STATION DISK
 EL0934_SETTING: 66 = SET IN ROCK OUTCROP
 EL0934_STAMPING: LOCO 1955
 EL0934_MARK LOGO: CGS
 EL0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0934+STABILITY: POSITION/ELEVATION WELL
 EL0934
 EL0934  HISTORY     - Date     Condition        Report By
 EL0934  HISTORY     - 1955     MONUMENTED       CGS
 EL0934  HISTORY     - 1963     GOOD             CGS
 EL0934
 EL0934                          STATION DESCRIPTION
 EL0934
 EL0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0934'STATION IS LOCATED ON THE SUMMIT OF A SHARP ROCKY HILL, ABOUT
 EL0934'3 MILES NORTH OF LOCO AND 16 MILES EAST OF COMMANCHE.
 EL0934'
 EL0934'TO REACH FROM THE POST OFFICE AT LOCO, DRIVE WEST ON STATE
 EL0934'HIGHWAY 53 FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND
 EL0934'DRIVE NORTH FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EL0934'CONTINUE NORTH FOR 0.05 MILE TO A CROSS ROAD.  TURN LEFT AND
 EL0934'DRIVE WEST FOR 0.3 MILE TO A WIRE GATE ON THE LEFT.  TURN
 EL0934'LEFT, PASS THROUGH GATE, AND DRIVE SOUTHWEST ON TRACK ROAD
 EL0934'FOR 0.1 MILE TO A Y-FORK.  KEEP LEFT FORK AND DRIVE SOUTH ON
 EL0934'TRACK ROAD FOR 0.1 MILE TO A CORRAL, A LARGE POND AND END OF
 EL0934'TRUCK TRAVEL.  PACK SOUTH AROUND THE WEST END OF POND, THENCE
 EL0934'UP SLOPE FOR 0.15 MILE TO SUMMIT OF HILL AND STATION.
 EL0934'
 EL0934'STATION MARK, STAMPED LOCO 1955, IS A STANDARD DISK CEMENTED
 EL0934'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES
 EL0934'FROM THE GROUND ON THE SOUTH SIDE AND IS FLUSH WITH THE GROUND
 EL0934'ON THE NORTH SIDE.
 EL0934'
 EL0934'REFERENCE MARK 1, STAMPED LOCO NO 1 1955, IS A STANDARD DISK
 EL0934'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 EL0934'FLUSH WITH THE GROUND.  THE MARK IS ABOUT 5 FEET LOWER IN
 EL0934'ELEVATION THAN THE STATION MARK.  SLOPE MEASUREMENT WAS MADE TO
 EL0934'THE MARK, THE DISTANCE REDUCED TO HORIZONTAL.
 EL0934'
 EL0934'REFERENCE MARK 2, STAMPED LOCO NO 2 1955, IS A STANDARD DISK
 EL0934'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 EL0934'WITH THE GROUND.  THE MARK IS ABOUT 3 FEET LOWER IN ELEVATION
 EL0934'THAN THE STATION MARK.  SLOPE MEASUREMENT WAS MADE TO THE MARK
 EL0934'AND THE DISTANCE REDUCED TO HORIZONTAL.
 EL0934'
 EL0934'AZIMUTH MARK, STAMPED LOCO 1955, IS A STANDARD DISK SET IN THE
 EL0934'TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND FLUSH
 EL0934'WITH THE GROUND.  IT IS SET ON THE NORTH RIGHT-OF-WAY, 0.05
 EL0934'MILE SOUTH OF CROSS ROAD AND 35 FEET WEST OF CENTERLINE OF
 EL0934'ROAD.
 EL0934'
 EL0934'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 EL0934
 EL0934                          STATION RECOVERY (1963)
 EL0934
 EL0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0934'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 EL0934'IN GOOD CONDITION.  THE STATION IS IN THE SW 1/4 OF THE NE
 EL0934'1/4 OF SEC. 23, T. 2 S., R. 5 W.
 EL0934'
 EL0934'THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0611 ***********************************************************************
 FK0611  DESIGNATION -  LOCUST
 FK0611  PID         -  FK0611
 FK0611  STATE/COUNTY-  OK/ROGER MILLS
 FK0611  COUNTRY     -  US
 FK0611  USGS QUAD   -  REYDON (2018)
 FK0611
 FK0611                         *CURRENT SURVEY CONTROL
 FK0611  ______________________________________________________________________
 FK0611* NAD 83(1993) POSITION- 35 42 46.23534(N) 099 59 54.94464(W)   ADJUSTED
 FK0611* NAVD 88 ORTHO HEIGHT -   732.21  (+/-2cm)     2402.3   (feet) VERTCON3
 FK0611  ______________________________________________________________________
 FK0611  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FK0611  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 FK0611  HORZ ORDER      -  FIRST
 FK0611  VERT ORDER      -  THIRD ? (See Below)
 FK0611
 FK0611.The horizontal coordinates were established by classical geodetic methods
 FK0611.and adjusted by the National Geodetic Survey in November 1994.
 FK0611
 FK0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0611
 FK0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0611.GEOID18 height accuracy estimate available here.
 FK0611
 FK0611.The vertical order pertains to the NGVD 29 superseded value.
 FK0611
 FK0611.Click photographs - Photos may exist for this station.
 FK0611
 FK0611.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0611
 FK0611. The following values were computed from the NAD 83(1993) position.
 FK0611
 FK0611;                    North         East     Units Scale Factor Converg.
 FK0611;SPC OK N     -    80,953.299   419,165.214   MT  0.99997669   -1 10 46.1
 FK0611;SPC OK N     -   265,594.28  1,375,211.21   sFT  0.99997669   -1 10 46.1
 FK0611;SPC TX N     - 1,191,050.000   335,845.670   MT  0.99992408   +0 52 12.4
 FK0611;SPC TX N     - 3,907,636.54  1,101,853.67   sFT  0.99992408   +0 52 12.4
 FK0611;UTM  14      - 3,952,558.830   409,672.323   MT  0.99970054   -0 34 58.6
 FK0611
 FK0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0611!SPC OK N     -   0.99988949  x   0.99997669  =   0.99986618
 FK0611!SPC TX N     -   0.99988949  x   0.99992408  =   0.99981358
 FK0611!UTM  14      -   0.99988949  x   0.99970054  =   0.99959006
 FK0611
 FK0611:                Primary Azimuth Mark                     Grid Az
 FK0611:SPC OK N     -  HEXT                                     248 39 58.0
 FK0611:SPC TX N     -  HEXT                                     246 36 59.5
 FK0611:UTM  14      -  HEXT                                     248 04 10.5
 FK0611
 FK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0967252558(NAD 83)
 FK0611
 FK0611|---------------------------------------------------------------------|
 FK0611| PID    Reference Object                     Distance      Geod. Az  |
 FK0611|                                                           dddmmss.s |
 FK0611| CK9296 LOCUST RM 1                         225.190 METERS 12058     |
 FK0611| CK9297 LOCUST RM 2                         133.530 METERS 17928     |
 FK0611| FL1885 HEXT                                APPROX. 9.5 KM 2472911.9 |
 FK0611|---------------------------------------------------------------------|
 FK0611
 FK0611                          SUPERSEDED SURVEY CONTROL
 FK0611
 FK0611  NAD 83(1986)-  35 42 46.24038(N)    099 59 54.93222(W) AD(       ) 1
 FK0611  NAD 27      -  35 42 46.07400(N)    099 59 53.51500(W) AD(       ) 1
 FK0611  NGVD 29             731.89   (m)         2401.2    (f) LEVELING    3  
 FK0611
 FK0611.Superseded values are not recommended for survey control.
 FK0611
 FK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0611.See file dsdata.pdf to determine how the superseded data were derived.
 FK0611
 FK0611_MARKER: DS = TRIANGULATION STATION DISK
 FK0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0611_STAMPING: LOCUST 1927
 FK0611_MARK LOGO: CGS
 FK0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0611+STABILITY: SURFACE MOTION
 FK0611
 FK0611  HISTORY     - Date     Condition        Report By
 FK0611  HISTORY     - 1927     MONUMENTED       CGS
 FK0611  HISTORY     - 1958     GOOD             USGS
 FK0611  HISTORY     - 1959     GOOD             USGS
 FK0611
 FK0611                          STATION DESCRIPTION
 FK0611
 FK0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0611'ABOUT 6 MI. N AND 4 MI. W OF RANKIN, ABOUT 1800 FT. E OF THE
 FK0611'OLD STATE LINE, IN SECTION 6, T14N, R27W, ON A SLIGHT
 FK0611'RISE IN A SANDY FIELD WHICH HAS BEEN CULTIVATED.  STATION
 FK0611'IS 430 FT. N OF A SECTION-LINE FENCE, ABOUT 600 FT. W OF A
 FK0611'SECTION-LINE ROAD WHICH HAS A LONG ROW OF COTTONWOOD TREES
 FK0611'ALONG ITS E SIDE, AND 700 FT. NW OF AN OLD SHED AT A SECTION
 FK0611'CORNER.
 FK0611'
 FK0611'REACHED FROM RANKIN, BY THE ZYBACK ROAD W FOR 4 MI., THENCE
 FK0611'N FOR 6 MI. TO A SECTION CORNER AND AN OLD SHED.
 FK0611'
 FK0611'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 FK0611'SET IN CONCRETE.
 FK0611'
 FK0611'REFERENCE MARK 1 IS 225.19 M. (738.8 FT.) FROM THE STATION,
 FK0611'S 59 DEG 01 MIN 46 SEC E.
 FK0611'
 FK0611'REFERENCE MARK 2 IS 133.53 M. (438.1 FT.) FROM THE STATION,
 FK0611'S 0 DEG 31 MIN 38 SEC E.  ELEVATION OF STATION
 FK0611'IS 736 M. (2415 FT.)
 FK0611
 FK0611                          STATION RECOVERY (1958)
 FK0611
 FK0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0611'STATION RECOVERED IN GOOD CONDITION.
 FK0611'
 FK0611'REFERENCE MARK 1 DESTROYED.
 FK0611'
 FK0611'REFERENCE MARK 2 NOT FOUND.
 FK0611
 FK0611                          STATION RECOVERY (1959)
 FK0611
 FK0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FK0611'STATION RECOVERED IN GOOD CONDITION.
 FK0611'
 FK0611'REFERENCE MARK 1 WAS DESTROYED.
 FK0611'
 FK0611'THE STATION IS LOCATED 4.0 MILES NORTH AND 4.2 MILES WEST
 FK0611'OF REYDON, T14N, R26W, NEAR CORNER SECTIONS 5, 6, 7, AND 8,
 FK0611'408 FEET NORTH AND 597 FEET WEST OF T-ROAD EAST, ON TOP
 FK0611'OF SMALL SAND KNOLL, IN CONCRETE POST, A STANDARD TABLET
 FK0611'STAMPED LOCUST 1927.
 FK0611'
 FK0611'REFERENCE MARK 2 IS 133.53 METERS (438.1) FEET FROM STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0784 ***********************************************************************
 GG0784  DESIGNATION -  LOCUST GROVE MUNICIPAL TANK
 GG0784  PID         -  GG0784
 GG0784  STATE/COUNTY-  OK/MAYES
 GG0784  COUNTRY     -  US
 GG0784  USGS QUAD   -  LOCUST GROVE (2019)
 GG0784
 GG0784                         *CURRENT SURVEY CONTROL
 GG0784  ______________________________________________________________________
 GG0784* NAD 83(1993) POSITION- 36 12 06.48233(N) 095 10 02.67896(W)   ADJUSTED
 GG0784  ______________________________________________________________________
 GG0784  GEOID HEIGHT    -        -29.051 (meters)                     GEOID18
 GG0784  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 GG0784  HORZ ORDER      -  THIRD
 GG0784
 GG0784.The horizontal coordinates were established by classical geodetic methods
 GG0784.and adjusted by the National Geodetic Survey in November 1994.
 GG0784
 GG0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0784.GEOID18 height accuracy estimate available here.
 GG0784
 GG0784.Click photographs - Photos may exist for this station.
 GG0784
 GG0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0784
 GG0784. The following values were computed from the NAD 83(1993) position.
 GG0784
 GG0784;                    North         East     Units Scale Factor Converg.
 GG0784;SPC OK N     -   137,059.063   854,694.425   MT  0.99994559   +1 40 17.9
 GG0784;SPC OK N     -   449,667.94  2,804,109.96   sFT  0.99994559   +1 40 17.9
 GG0784;UTM  15      - 4,008,508.908   305,141.133   MT  1.00006786   -1 16 50.0
 GG0784
 GG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0514108508(NAD 83)
 GG0784
 GG0784                          SUPERSEDED SURVEY CONTROL
 GG0784
 GG0784  NAD 83(1986)-  36 12 06.50000(N)    095 10 02.66562(W) AD(       ) 3
 GG0784  NAD 27      -  36 12 06.17000(N)    095 10 01.79000(W) AD(       ) 3
 GG0784
 GG0784.Superseded values are not recommended for survey control.
 GG0784
 GG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0784.See file dsdata.pdf to determine how the superseded data were derived.
 GG0784
 GG0784_MARKER: 51 = TANK
 GG0784
 GG0784  HISTORY     - Date     Condition        Report By
 GG0784  HISTORY     - 1939     FIRST OBSERVED   CGS
 GG0784
 GG0784                          STATION DESCRIPTION
 GG0784
 GG0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0784'THIS IS THE FINIAL OF THE MUNICIPAL WATER TANK OF LOCUST GROVE,
 GG0784'OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0553 ***********************************************************************
 GJ0553  DESIGNATION -  LODGE
 GJ0553  PID         -  GJ0553
 GJ0553  STATE/COUNTY-  OK/BLAINE
 GJ0553  COUNTRY     -  US
 GJ0553  USGS QUAD   -  OKEENE (2018)
 GJ0553
 GJ0553                         *CURRENT SURVEY CONTROL
 GJ0553  ______________________________________________________________________
 GJ0553* NAD 83(1993) POSITION- 36 05 12.38974(N) 098 20 48.74465(W)   ADJUSTED
 GJ0553* NAVD 88 ORTHO HEIGHT -   375.    (meters)     1230.    (feet) SCALED
 GJ0553  ______________________________________________________________________
 GJ0553  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 GJ0553  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 GJ0553  HORZ ORDER      -  FIRST
 GJ0553
 GJ0553.The horizontal coordinates were established by classical geodetic methods
 GJ0553.and adjusted by the National Geodetic Survey in November 1994.
 GJ0553
 GJ0553.The orthometric height was scaled from a topographic map.
 GJ0553
 GJ0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0553.GEOID18 height accuracy estimate available here.
 GJ0553
 GJ0553.Click photographs - Photos may exist for this station.
 GJ0553
 GJ0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0553
 GJ0553. The following values were computed from the NAD 83(1993) position.
 GJ0553
 GJ0553;                    North         East     Units Scale Factor Converg.
 GJ0553;SPC OK N     -   120,636.409   568,760.645   MT  0.99994640   -0 12 16.9
 GJ0553;SPC OK N     -   395,787.95  1,866,008.88   sFT  0.99994640   -0 12 16.9
 GJ0553;UTM  14      - 3,993,770.537   558,800.575   MT  0.99964260   +0 23 05.0
 GJ0553
 GJ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0553!SPC OK N     -   0.99994541  x   0.99994640  =   0.99989182
 GJ0553!UTM  14      -   0.99994541  x   0.99964260  =   0.99958803
 GJ0553
 GJ0553:                Primary Azimuth Mark                     Grid Az
 GJ0553:SPC OK N     -  LODGE AZ MK                              270 47 45.1
 GJ0553:UTM  14      -  LODGE AZ MK                              270 12 23.2
 GJ0553
 GJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5880093770(NAD 83)
 GJ0553
 GJ0553|---------------------------------------------------------------------|
 GJ0553| PID    Reference Object                     Distance      Geod. Az  |
 GJ0553|                                                           dddmmss.s |
 GJ0553| CK9299 LODGE RM 1                           28.588 METERS 08457     |
 GJ0553| CK9298 LODGE AZ MK                                        2703528.2 |
 GJ0553| CK9300 LODGE RM 2                           47.738 METERS 34904     |
 GJ0553|---------------------------------------------------------------------|
 GJ0553
 GJ0553                          SUPERSEDED SURVEY CONTROL
 GJ0553
 GJ0553  NAD 83(1986)-  36 05 12.39485(N)    098 20 48.72877(W) AD(       ) 1
 GJ0553  NAD 27      -  36 05 12.26077(N)    098 20 47.46238(W) AD(       ) 1
 GJ0553
 GJ0553.Superseded values are not recommended for survey control.
 GJ0553
 GJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0553.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0553
 GJ0553_MARKER: DS = TRIANGULATION STATION DISK
 GJ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0553_STAMPING: LODGE 1963
 GJ0553_MARK LOGO: CGS
 GJ0553_PROJECTION: FLUSH
 GJ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0553+STABILITY: SURFACE MOTION
 GJ0553
 GJ0553  HISTORY     - Date     Condition        Report By
 GJ0553  HISTORY     - 1963     MONUMENTED       CGS
 GJ0553
 GJ0553                          STATION DESCRIPTION
 GJ0553
 GJ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0553'THE STATION IS ON THE SOUTH SIDE OF AN EAST-WEST SECTION LINE ROAD,
 GJ0553'ABOUT 13-1/2 MILES EAST OF CANTON, 5 MILES SOUTHEAST OF HOMESTEAD
 GJ0553'AND 2-1/2 MILES SOUTHWEST OF OKEENE.
 GJ0553'
 GJ0553'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 8 IN OKEENE, GO
 GJ0553'SOUTH ON STATE HIGHWAY 8 FOR 2.0 MILES TO A CROSS ROAD.  TURN RIGHT
 GJ0553'AND GO WEST ON GRADED ROAD FOR 1.75 MILES TO THE STATION ON THE
 GJ0553'LEFT AND A LARGE BARN ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 GJ0553'CONTINUE WEST ON GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 GJ0553'THE RIGHT.
 GJ0553'
 GJ0553'STATION MARK IS A STANDARD DISK, STAMPED LODGE 1963, SET IN THE TOP
 GJ0553'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 GJ0553'IS 225 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN, 29 FEET
 GJ0553'SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 4 FEET EAST OF A
 GJ0553'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 GJ0553'
 GJ0553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LODGE NO 1 1963, SET IN
 GJ0553'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0553'SURFACE.  IT IS 42 FEET SOUTH OF A POWER LINE POLE, 25 FEET SOUTH
 GJ0553'OF THE CENTERLINE OF THE GRADED ROAD, 5 FEET NORTH OF THE FENCE AND
 GJ0553'ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0553'
 GJ0553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LODGE NO 2 1963, SET IN
 GJ0553'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0553'78 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BARN, 3 FEET
 GJ0553'SOUTHWEST OF THE SOUTHWEST CORNER OF A WELL AND ABOUT THE SAME
 GJ0553'ELEVATION AS THE STATION.
 GJ0553'
 GJ0553'AZIMUTH MARK IS A STANDARD DISK, STAMPED LODGE 1963, SET IN THE TOP
 GJ0553'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 30
 GJ0553'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 3 FEET EAST OF A
 GJ0553'POWER LINE POLE AND 3 FEET NORTH OF A WITNESS POST.
 GJ0553'
 GJ0553'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1087 ***********************************************************************
 FJ1087  DESIGNATION -  LOGAN RESET
 FJ1087  PID         -  FJ1087
 FJ1087  STATE/COUNTY-  OK/KINGFISHER
 FJ1087  COUNTRY     -  US
 FJ1087  USGS QUAD   -  CASHION (2018)
 FJ1087
 FJ1087                         *CURRENT SURVEY CONTROL
 FJ1087  ______________________________________________________________________
 FJ1087* NAD 83(1993) POSITION- 35 50 30.38724(N) 097 44 44.03297(W)   ADJUSTED
 FJ1087* NAVD 88 ORTHO HEIGHT -   322.90  (+/-2cm)     1059.4   (feet) VERTCON3
 FJ1087  ______________________________________________________________________
 FJ1087  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 FJ1087  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 FJ1087  HORZ ORDER      -  THIRD
 FJ1087  VERT ORDER      -  THIRD ? (See Below)
 FJ1087
 FJ1087.The horizontal coordinates were established by classical geodetic methods
 FJ1087.and adjusted by the National Geodetic Survey in November 1994.
 FJ1087
 FJ1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1087
 FJ1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1087.GEOID18 height accuracy estimate available here.
 FJ1087
 FJ1087.The vertical order pertains to the NGVD 29 superseded value.
 FJ1087
 FJ1087.Click photographs - Photos may exist for this station.
 FJ1087
 FJ1087.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1087
 FJ1087. The following values were computed from the NAD 83(1993) position.
 FJ1087
 FJ1087;                    North         East     Units Scale Factor Converg.
 FJ1087;SPC OK N     -    93,427.145   622,985.650   MT  0.99996147   +0 09 00.6
 FJ1087;SPC OK N     -   306,518.89  2,043,912.09   sFT  0.99996147   +0 09 00.6
 FJ1087;UTM  14      - 3,967,125.377   613,287.552   MT  0.99975814   +0 44 04.6
 FJ1087
 FJ1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1087!SPC OK N     -   0.99995361  x   0.99996147  =   0.99991508
 FJ1087!UTM  14      -   0.99995361  x   0.99975814  =   0.99971176
 FJ1087
 FJ1087:                Primary Azimuth Mark                     Grid Az
 FJ1087:SPC OK N     -  LOGAN AZ MK                              086 19 15.5
 FJ1087:UTM  14      -  LOGAN AZ MK                              085 44 11.5
 FJ1087
 FJ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1328767125(NAD 83)
 FJ1087
 FJ1087|---------------------------------------------------------------------|
 FJ1087| PID    Reference Object                     Distance      Geod. Az  |
 FJ1087|                                                           dddmmss.s |
 FJ1087| FJ1080 CRESCENT MUNICIPAL TANK             APPROX.18.3 KM 0472641.0 |
 FJ1087| CL4775 LOGAN AZ MK                                        0862816.1 |
 FJ1087| CL4778 LOGAN RM 3                           14.947 METERS 16421     |
 FJ1087| CL4776 LOGAN RM 1                           15.015 METERS 16444     |
 FJ1087| CL4777 LOGAN RM 2                           15.081 METERS 26658     |
 FJ1087|---------------------------------------------------------------------|
 FJ1087
 FJ1087                          SUPERSEDED SURVEY CONTROL
 FJ1087
 FJ1087  NAD 83(1986)-  35 50 30.39328(N)    097 44 44.01886(W) AD(       ) 3
 FJ1087  NAD 27      -  35 50 30.23396(N)    097 44 42.84530(W) AD(       ) 3
 FJ1087  NGVD 29             322.77   (m)         1059.0    (f) LEVELING    3  
 FJ1087
 FJ1087.Superseded values are not recommended for survey control.
 FJ1087
 FJ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1087.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1087
 FJ1087_MARKER: DS = TRIANGULATION STATION DISK
 FJ1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1087_STAMPING: LOGAN 1954 1968
 FJ1087_MARK LOGO: CGS
 FJ1087_PROJECTION: FLUSH
 FJ1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1087+STABILITY: SURFACE MOTION
 FJ1087
 FJ1087  HISTORY     - Date     Condition        Report By
 FJ1087  HISTORY     - 1954     MONUMENTED       CGS
 FJ1087  HISTORY     - 1967     GOOD             PHILCM
 FJ1087  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FJ1087  HISTORY     - 1981     GOOD             LOCENG
 FJ1087
 FJ1087                          STATION DESCRIPTION
 FJ1087
 FJ1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1087'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF CRESCENT,
 FJ1087'5 MILES NORTHWEST OF CASHION, AND IN THE SOUTHERN RIGHT-OF-WAY
 FJ1087'OF STATE HIGHWAY NO. 33.  IT IS IN NE CORNER OF THE NE 1/4
 FJ1087'OF SEC. 29, T 16 N., R 5 V.
 FJ1087'
 FJ1087'REACHED FROM THE POST OFFICE IN CRESCENT BY GOING WEST FOR
 FJ1087'0.05 MILE TO STATE HIGHWAY 74.  TURN LEFT, SOUTH, AND GO 5.5
 FJ1087'MILES ON HIGHWAY 74 TO THE JUNCTION OF STATE HIGHWAY 33.  TURN
 FJ1087'RIGHT, WEST, AND GO 8.8 MILES TO A FARMHOUSE AND THE AZIMUTH
 FJ1087'MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.3 MILE TO A
 FJ1087'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE.
 FJ1087'
 FJ1087'THE STATION MARK IS 48 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 FJ1087'33, 41 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 FJ1087'4.5 FEET NORTHWEST OF A WITNESS POST, AND 3.5 FEET NORTH OF
 FJ1087'A FENCE.  THE MARK IS LEVEL WITH THE GROUND SURFACE, AND
 FJ1087'THE DISK IS STAMPED LOGAN 1954.
 FJ1087'
 FJ1087'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 30 FEET WEST
 FJ1087'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 1 FOOT EAST
 FJ1087'OF A FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED LOGAN
 FJ1087'NO 1 1954.
 FJ1087'
 FJ1087'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 50 FEET SOUTH
 FJ1087'OF THE CENTER LINE OF HIGHWAY 33, 1 FOOT NORTH OF A FENCE, AND
 FJ1087'PROJECTS 4 INCHES.  THE DISK IS STAMPED LOGAN NO 2 1954.
 FJ1087'
 FJ1087'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 FJ1087'IS 49 FEET NORTH OF THE CENTER LINE OF HIGHWAY 33, 3 FEET
 FJ1087'WEST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND PROJECTS
 FJ1087'1 INCH.  THE DISK IS STAMPED LOGAN 1954.
 FJ1087
 FJ1087                          STATION RECOVERY (1967)
 FJ1087
 FJ1087'RECOVERY NOTE BY PHILLIPS CHEMICAL COMPANY 1967
 FJ1087'STATION RECOVERED BY PHILLIPS PETRO
 FJ1087'
 FJ1087'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 FJ1087
 FJ1087                          STATION RECOVERY (1968)
 FJ1087
 FJ1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1087'THE STATION SURFACE DISK WAS FOUND GONE FROM THE CONCRETE POST
 FJ1087'SO A NEW SURFACE STATION MARK WAS SET.  REFERENCE MARK NO. 1
 FJ1087'WAS FOUND DESTROYED.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 FJ1087'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 FJ1087'BETWEEN THE CRESCENT, WATER TANK AND THE AZIMUTH MARK FAILED
 FJ1087'TO CHECK BY 7.4 SECONDS BUT THE TANK WAS VERY DIM DURING THE
 FJ1087'OBSERVATION.  THE DIRECTION TO REFERENCE MARK NO. 2 CHECKED BUT
 FJ1087'THE DISTANCE FAILED TO CHECK BY 0.04 FEET.
 FJ1087'
 FJ1087'A NEW SURFACE MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 FJ1087'STATION MARK AND REFERENCE MARK NO. 3 WAS SET.
 FJ1087'
 FJ1087'FOLLOWING IS A NEW DESCRIPTION.
 FJ1087'
 FJ1087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33
 FJ1087'AND 74 WHICH IS 5.6 MILES SOUTH OF THE POST OFFICE IN CRESENT,
 FJ1087'GO WEST ON STATE HIGHWAY 33 FOR 9.35 MILES TO A HOUSE AND THE
 FJ1087'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 33
 FJ1087'FOR 0.3 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 FJ1087'ANGLE.
 FJ1087'
 FJ1087'STATION MARK, A STANDARD DISK STAMPED LOGAN 1955 1968, IS SET
 FJ1087'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW
 FJ1087'THE SURFACE OF THE GROUND.  IT IS 48.5 FEET SOUTH OF THE
 FJ1087'CENTER OF STATE HIGHWAY 33, 44 FEET WEST OF THE CENTER OF
 FJ1087'A DIRT ROAD, 12.5 FEET WEST-NORTHWEST OF A STEEL CORNER FENCE
 FJ1087'POST, 6.5 FEET NORTHEAST OF A YELLOW GAS PIPE, AND 3 FEET
 FJ1087'NORTH OF A FENCE AND A METAL WITNESS POST.
 FJ1087'
 FJ1087'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOGAN NO. 2
 FJ1087'1955, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FJ1087'1 INCH.  IT IS 62 FEET WEST OF THE CORNER FENCE POST, 50 FEET
 FJ1087'SOUTH OF THE CENTER OF STATE HIGHWAY 33, AND 0.5 FEET NORTH OF
 FJ1087'A FENCE.
 FJ1087'
 FJ1087'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LOGAN 1955 NO. 3
 FJ1087'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ1087'PROJECTS 3 INCHES.  IT IS 44.5 FEET SOUTH OF THE CORNER FENCE
 FJ1087'POST, 31 FEET WEST OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT
 FJ1087'EAST OF A FENCE.
 FJ1087'
 FJ1087'AZIMUTH MARK, A STANDARD DISK STAMPED LOGAN 1955, IS SET IN THE
 FJ1087'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 FJ1087'THE GROUND.  IT IS 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 FJ1087'33, 5.5 FEET EAST OF A T-FENCE CORNER, 1 FOOT WEST OF A METAL
 FJ1087'WITNESS POST, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 FJ1087'
 FJ1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 FJ1087'NORTHWEST OF CASHION.
 FJ1087
 FJ1087                          STATION RECOVERY (1981)
 FJ1087
 FJ1087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1087'FOUND STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO.
 FJ1087'2 IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0207 ***********************************************************************
 EM0207  DESIGNATION -  LONE
 EM0207  PID         -  EM0207
 EM0207  STATE/COUNTY-  OK/KIOWA
 EM0207  COUNTRY     -  US
 EM0207  USGS QUAD   -  LAKE ALTUS (2018)
 EM0207
 EM0207                         *CURRENT SURVEY CONTROL
 EM0207  ______________________________________________________________________
 EM0207* NAD 83(1993) POSITION- 34 55 34.03575(N) 099 15 32.48742(W)   ADJUSTED
 EM0207* NAVD 88 ORTHO HEIGHT -   465.536 (meters)     1527.35  (feet) ADJUSTED
 EM0207  ______________________________________________________________________
 EM0207  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 EM0207  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 EM0207  DYNAMIC HEIGHT  -        465.088 (meters)     1525.88  (feet) COMP
 EM0207  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EM0207
 EM0207  HORZ ORDER      -  FIRST
 EM0207  VERT ORDER      -  SECOND    CLASS 0
 EM0207
 EM0207.The horizontal coordinates were established by classical geodetic methods
 EM0207.and adjusted by the National Geodetic Survey in November 1994.
 EM0207
 EM0207.The orthometric height was determined by differential leveling and
 EM0207.adjusted by the NATIONAL GEODETIC SURVEY
 EM0207.in June 1991.
 EM0207
 EM0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0207.GEOID18 height accuracy estimate available here.
 EM0207
 EM0207.Click photographs - Photos may exist for this station.
 EM0207
 EM0207.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0207
 EM0207.The dynamic height is computed by dividing the NAVD 88
 EM0207.geopotential number by the normal gravity value computed on the
 EM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0207.degrees latitude (g = 980.6199 gals.).
 EM0207
 EM0207.The modeled gravity was interpolated from observed gravity values.
 EM0207
 EM0207. The following values were computed from the NAD 83(1993) position.
 EM0207
 EM0207;                    North         East     Units Scale Factor Converg.
 EM0207;SPC OK S     -   177,396.809   484,971.080   MT  0.99995369   -0 42 52.7
 EM0207;SPC OK S     -   582,009.36  1,591,109.28   sFT  0.99995369   -0 42 52.7
 EM0207;UTM  14      - 3,864,880.835   476,342.353   MT  0.99960690   -0 08 53.9
 EM0207
 EM0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0207!SPC OK S     -   0.99993095  x   0.99995369  =   0.99988464
 EM0207!UTM  14      -   0.99993095  x   0.99960690  =   0.99953788
 EM0207
 EM0207:                Primary Azimuth Mark                     Grid Az
 EM0207:SPC OK S     -  LONE AZ MK                               081 47 54.6
 EM0207:UTM  14      -  LONE AZ MK                               081 13 55.8
 EM0207
 EM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7634264880(NAD 83)
 EM0207
 EM0207|---------------------------------------------------------------------|
 EM0207| PID    Reference Object                     Distance      Geod. Az  |
 EM0207|                                                           dddmmss.s |
 EM0207| EM0910 LONE WOLF MUNICIPAL TANK            APPROX. 7.1 KM 0040249.5 |
 EM0207| EM0206 LONE RM 1                            22.204 METERS 00619     |
 EM0207| EM0869 LONE WOLF PLANTERS COOP ELEV        APPROX. 7.2 KM 0064839.7 |
 EM0207| EM0867 LONE AZ MK                          APPROX. 2.0 KM 0810501.9 |
 EM0207| CX7136 EAST AXIS MARK                       66.358 METERS 17823     |
 EM0207|---------------------------------------------------------------------|
 EM0207
 EM0207                          SUPERSEDED SURVEY CONTROL
 EM0207
 EM0207  NAD 83(1986)-  34 55 34.04274(N)    099 15 32.48206(W) AD(       ) 1
 EM0207  NAD 27      -  34 55 33.83430(N)    099 15 31.19760(W) AD(       ) 1
 EM0207  NGVD 29 (??/??/92)  465.378  (m)         1526.83   (f) ADJ UNCH    2 0
 EM0207  NGVD 29             465.38   (m)         1526.8    (f) LEVELING    3  
 EM0207
 EM0207.Superseded values are not recommended for survey control.
 EM0207
 EM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0207.See file dsdata.pdf to determine how the superseded data were derived.
 EM0207
 EM0207_MARKER: DS = TRIANGULATION STATION DISK
 EM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0207_STAMPING: LONE 1961
 EM0207_MARK LOGO: CGS
 EM0207_PROJECTION: FLUSH
 EM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0207+STABILITY: SURFACE MOTION
 EM0207
 EM0207  HISTORY     - Date     Condition        Report By
 EM0207  HISTORY     - 1961     MONUMENTED       CGS
 EM0207  HISTORY     - 1961     GOOD             CGS
 EM0207
 EM0207                          STATION DESCRIPTION
 EM0207
 EM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0207'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF LONE WOLF.
 EM0207'
 EM0207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 EM0207'AND 9, AT THE EAST EDGE OF LONE WOLF, GO SOUTH ON HIGHWAY
 EM0207'44 FOR 4.75 MILES TO ROAD TURN LEFT, EAST, FOR 0.35 MILE
 EM0207'TO STATION.
 EM0207'
 EM0207'THE STATION IS 12.1 FEET NORTHWEST OF A METAL WITNESS POST
 EM0207'AND 11 FEET WEST OF THE FENCE.  THE SQUARE CONCRETE MONUMENT
 EM0207'IS FLUSH AND THE DISK IS STAMPED LONE 1961.
 EM0207'
 EM0207'REFERENCE MARK 1 IS 80 FEET NORTH OF A METAL WITNESS POST,
 EM0207'35 FEET SOUTH OF THE FENCE CORNER AND 2 FEET WEST OF THE FENCE.
 EM0207'THE SQUARE CONCRETE MONUMENT IS FLUSH AND THE DISK IS STAMPED LONE
 EM0207'NO 1 1961.
 EM0207'
 EM0207'THE EAST MARKER IS A BRONZE DISK, UNSTAMPED, SET IN THE
 EM0207'TOP OF A TEN INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM0207'THE GROUND.  THE POINT HELD IS A PUNCH MARK NEAR THE SOUTH
 EM0207'EDGE OF THE DISK.  IT IS 5 FEET WEST OF THE FENCE AND
 EM0207'212.5 FEET SOUTH OF THE METAL WITNESS POST.
 EM0207'
 EM0207'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A GRAVELED
 EM0207'ROAD, 33 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 EM0207'WEST OF A POWER POLE AND 2.6 FEET WEST OF A METAL WITNESS
 EM0207'POST.  THE SQUARE CONCRETE MONUMENT PROJECTS 4 INCHES AND
 EM0207'THE DISK IS STAMPED LONE 1961.
 EM0207'
 EM0207'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE ROAD AND HIGHWAY
 EM0207'44 GO NORTHERLY FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT,
 EM0207'EAST, FOR 1.55 MILES TO THE MARK IN THE NORTHEAST QUADRANT
 EM0207'OF THE INTERSECTION.
 EM0207'
 EM0207'HEIGHT OF LIGHT ABOVE STATION MARK 22.17 METERS.
 EM0207
 EM0207                          STATION RECOVERY (1961)
 EM0207
 EM0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0207'4.5 MI S FROM LONE WOLF.
 EM0207'4.75 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF STATE
 EM0207'HIGHWAYS 44 AND 9, WHICH IS AT THE EAST EDGE OF LONE WOLF, THENCE 0.35
 EM0207'MILE EAST TO THE EAST BOUNDARY FENCE, 11 FEET WEST OF THE FENCE, 12
 EM0207'FEET NORTHWEST OF THE WITNESS POST, SET IN THE TOP OF A SQUARE
 EM0207'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0867 ***********************************************************************
 EM0867  DESIGNATION -  LONE AZ MK
 EM0867  PID         -  EM0867
 EM0867  STATE/COUNTY-  OK/KIOWA
 EM0867  COUNTRY     -  US
 EM0867  USGS QUAD   -  LONE WOLF (2018)
 EM0867
 EM0867                         *CURRENT SURVEY CONTROL
 EM0867  ______________________________________________________________________
 EM0867* NAD 83(1993) POSITION- 34 55 44.24184(N) 099 14 13.44163(W)   ADJUSTED
 EM0867* NAVD 88 ORTHO HEIGHT -   460.8   (meters)     1512.    (feet) VERTCON3
 EM0867  ______________________________________________________________________
 EM0867  GEOID HEIGHT    -        -25.595 (meters)                     GEOID18
 EM0867  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 EM0867  HORZ ORDER      -  SECOND
 EM0867
 EM0867.The horizontal coordinates were established by classical geodetic methods
 EM0867.and adjusted by the National Geodetic Survey in November 1994.
 EM0867
 EM0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0867
 EM0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0867.GEOID18 height accuracy estimate available here.
 EM0867
 EM0867.Click photographs - Photos may exist for this station.
 EM0867
 EM0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0867
 EM0867. The following values were computed from the NAD 83(1993) position.
 EM0867
 EM0867;                    North         East     Units Scale Factor Converg.
 EM0867;SPC OK S     -   177,686.483   486,980.917   MT  0.99995399   -0 42 07.8
 EM0867;SPC OK S     -   582,959.74  1,597,703.23   sFT  0.99995399   -0 42 07.8
 EM0867;UTM  14      - 3,865,190.255   478,348.531   MT  0.99960578   -0 08 08.6
 EM0867
 EM0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0867!SPC OK S     -   0.99993170  x   0.99995399  =   0.99988569
 EM0867!UTM  14      -   0.99993170  x   0.99960578  =   0.99953750
 EM0867
 EM0867:                Primary Azimuth Mark                     Grid Az
 EM0867:SPC OK S     -  LONE                                     261 47 54.9
 EM0867:UTM  14      -  LONE                                     261 13 55.7
 EM0867
 EM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7834865190(NAD 83)
 EM0867
 EM0867|---------------------------------------------------------------------|
 EM0867| PID    Reference Object                     Distance      Geod. Az  |
 EM0867|                                                           dddmmss.s |
 EM0867| EM0207 LONE                                APPROX. 2.0 KM 2610547.1 |
 EM0867|---------------------------------------------------------------------|
 EM0867
 EM0867                          SUPERSEDED SURVEY CONTROL
 EM0867
 EM0867  NAD 83(1986)-  34 55 44.24897(N)    099 14 13.43623(W) AD(       ) 2
 EM0867  NAD 27      -  34 55 44.04060(N)    099 14 12.15320(W) AD(       ) 2
 EM0867  NGVD 29 (07/19/86)  460.6    (m)         1511.     (f) VERT ANG       
 EM0867
 EM0867.Superseded values are not recommended for survey control.
 EM0867
 EM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0867.See file dsdata.pdf to determine how the superseded data were derived.
 EM0867
 EM0867_MARKER: DZ = AZIMUTH MARK DISK
 EM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0867_STAMPING: LONE 1961
 EM0867_MARK LOGO: CGS
 EM0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0867+STABILITY: SURFACE MOTION
 EM0867
 EM0867  HISTORY     - Date     Condition        Report By
 EM0867  HISTORY     - 1961     MONUMENTED       CGS
 EM0867  HISTORY     - 1963     GOOD             CGS
 EM0867
 EM0867                          STATION DESCRIPTION
 EM0867
 EM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0867'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF GRANITE,
 EM0867'4-1/2 MILES SOUTH-SOUTHEAST OF LONE WOLF AND IN THE NORTHEAST
 EM0867'ANGLE OF THE INTERSECTION.
 EM0867'
 EM0867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND
 EM0867'9 AT THE EAST EDGE OF LONE WOLF, GO SOUTH ON STATE HIGHWAY
 EM0867'44 FOR 4.55 MILES TO A CROSSROADS, TURN LEFT AND GO EAST ON
 EM0867'A GRAVELED ROAD FOR 1.55 MILES TO THE STATION ON THE LEFT.
 EM0867'
 EM0867'THE STATION MARK IS A STANDARD AZIMUTH DISK STAMPED LONE
 EM0867'1961 AND IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EM0867'PROJECTING 4 INCHES.  THE MARK IS 35 FEET NORTH OF THE CENTER
 EM0867'OF A GRAVELED ROAD, 33 FEET EAST OF A GRAVELED ROAD, 4 FEET
 EM0867'NORTHWEST OF A POWER POLE AND 2.6 FEET WEST OF A WITNESS
 EM0867'POST.
 EM0867
 EM0867                          STATION RECOVERY (1963)
 EM0867
 EM0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0867'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0917 ***********************************************************************
 EL0917  DESIGNATION -  LONE GROVE
 EL0917  PID         -  EL0917
 EL0917  STATE/COUNTY-  OK/CARTER
 EL0917  COUNTRY     -  US
 EL0917  USGS QUAD   -  LONE GROVE (2018)
 EL0917
 EL0917                         *CURRENT SURVEY CONTROL
 EL0917  ______________________________________________________________________
 EL0917* NAD 83(1993) POSITION- 34 10 18.41904(N) 097 15 01.60701(W)   ADJUSTED
 EL0917* NAVD 88 ORTHO HEIGHT -   297.24  (+/-2cm)      975.2   (feet) VERTCON3
 EL0917  ______________________________________________________________________
 EL0917  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 EL0917  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 EL0917  HORZ ORDER      -  THIRD
 EL0917  VERT ORDER      -  THIRD ? (See Below)
 EL0917
 EL0917.The horizontal coordinates were established by classical geodetic methods
 EL0917.and adjusted by the National Geodetic Survey in November 1994.
 EL0917
 EL0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0917
 EL0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0917.GEOID18 height accuracy estimate available here.
 EL0917
 EL0917.The vertical order pertains to the NGVD 29 superseded value.
 EL0917
 EL0917.Click photographs - Photos may exist for this station.
 EL0917
 EL0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0917
 EL0917. The following values were computed from the NAD 83(1993) position.
 EL0917
 EL0917;                    North         East     Units Scale Factor Converg.
 EL0917;SPC OK S     -    93,260.265   669,104.362   MT  0.99996169   +0 25 31.7
 EL0917;SPC OK S     -   305,971.39  2,195,219.89   sFT  0.99996169   +0 25 31.7
 EL0917;UTM  14      - 3,782,586.277   661,250.850   MT  0.99992053   +0 58 58.4
 EL0917
 EL0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0917!SPC OK S     -   0.99995743  x   0.99996169  =   0.99991912
 EL0917!UTM  14      -   0.99995743  x   0.99992053  =   0.99987796
 EL0917
 EL0917:                Primary Azimuth Mark                     Grid Az
 EL0917:SPC OK S     -  LONE GROVE AZ MK                         078 22 36.8
 EL0917:UTM  14      -  LONE GROVE AZ MK                         077 49 10.1
 EL0917
 EL0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6125082586(NAD 83)
 EL0917
 EL0917|---------------------------------------------------------------------|
 EL0917| PID    Reference Object                     Distance      Geod. Az  |
 EL0917|                                                           dddmmss.s |
 EL0917| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.10.4 KM 0732744.9 |
 EL0917| EL0914 ARDMORE RAD STATION KVSO MAST       APPROX.10.5 KM 0775937.7 |
 EL0917| CY1511 LONE GROVE AZ MK                                   0784808.5 |
 EL0917| EL0909 ARDMORE TV RECIEVING MAST           APPROX. 8.5 KM 0945705.2 |
 EL0917| EL0913 ARDMORE MUNICIPAL TANK              APPROX.11.1 KM 0945827.3 |
 EL0917| CY1512 LONE GROVE RM 1                       6.145 METERS 18339     |
 EL0917| CY1513 LONE GROVE RM 2                       8.360 METERS 31510     |
 EL0917|---------------------------------------------------------------------|
 EL0917
 EL0917                          SUPERSEDED SURVEY CONTROL
 EL0917
 EL0917  NAD 83(1986)-  34 10 18.42452(N)    097 15 01.59936(W) AD(       ) 3
 EL0917  NAD 27      -  34 10 18.08550(N)    097 15 00.53760(W) AD(       ) 3
 EL0917  NGVD 29             297.16   (m)          974.9    (f) LEVELING    3  
 EL0917
 EL0917.Superseded values are not recommended for survey control.
 EL0917
 EL0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0917.See file dsdata.pdf to determine how the superseded data were derived.
 EL0917
 EL0917_MARKER: DS = TRIANGULATION STATION DISK
 EL0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0917_STAMPING: LONE GROVE 1955
 EL0917_MARK LOGO: CGS
 EL0917_PROJECTION: FLUSH
 EL0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0917+STABILITY: SURFACE MOTION
 EL0917
 EL0917  HISTORY     - Date     Condition        Report By
 EL0917  HISTORY     - 1955     MONUMENTED       CGS
 EL0917
 EL0917                          STATION DESCRIPTION
 EL0917
 EL0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0917'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ARDMORE, ABOUT
 EL0917'1 MILE EAST OF LONE GROVE AND ABOUT 0.1 MILE SOUTH OF U.S.
 EL0917'HIGHWAY 70 AT THE EAST EDGE OF AN OAK GROVE ON THE PROPERTY
 EL0917'OF MRS. PICKIN.  IT IS 5 FEET EAST OF A 12-INCH OAK TREE,
 EL0917'SET FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS
 EL0917'STAMPED LONE GROVE 1955.
 EL0917'
 EL0917'R.M. NO. 1 IS AT THE EAST EDGE OF THE OAK GROVE AND ON ABOUT
 EL0917'THE SAME ELEVATION AS THE STATION.  IT IS SET FLUSH WITH THE
 EL0917'SURFACE AND THE DISK IS STAMPED LONE GROVE NO 1 1955.
 EL0917'
 EL0917'R.M. NO. 2 IS SET ON A SLIGHT INCLINE BACK IN THE TREES.
 EL0917'IT IS ABOUT 1 FOOT ABOVE STATION ELEVATION AND IS SET FLUSH
 EL0917'WITH THE SURFACE.  THE DISK IS STAMPED LONE GROVE NO 2 1955.
 EL0917'
 EL0917'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 43.50 FEET.
 EL0917'
 EL0917'THE AZIMUTH MARK IS LOCATED AT THE NORTHWEST CORNER OF A
 EL0917'TAVERN PARKING LOT, 36 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 EL0917'70, 3.5 FEET WEST OF A WITNESS POST, 2.5 FEET SOUTH OF A
 EL0917'POWERLINE POLE, AND 2 FEET SOUTHEAST OF A FENCE CORNER POST.
 EL0917'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED LONE GROVE 1955.
 EL0917'
 EL0917'TO REACH THE STATION FROM THE POST OFFICE IN LONE GROVE
 EL0917'GO EAST ON U.S. HIGHWAY 70 FOR 0.7 MILE TO A FARM DRIVEWAY
 EL0917'AND CATTLE GUARD ON THE RIGHT, (AZIMUTH MARK 0.4 MILE EAST
 EL0917'AS DESCRIBED), TURN RIGHT INTO THE DRIVEWAY AND GO SOUTH
 EL0917'FOR 0.5 MILE TO A GROVE OF OAK TREES ON THE LEFT AND THE
 EL0917'STATION AT THE EAST EDGE OF THE GROVE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0206 ***********************************************************************
 EM0206  DESIGNATION -  LONE RM 1
 EM0206  PID         -  EM0206
 EM0206  STATE/COUNTY-  OK/KIOWA
 EM0206  COUNTRY     -  US
 EM0206  USGS QUAD   -  LAKE ALTUS (2018)
 EM0206
 EM0206                         *CURRENT SURVEY CONTROL
 EM0206  ______________________________________________________________________
 EM0206* NAD 83(1986) POSITION- 34 55 34.75   (N) 099 15 32.39   (W)   HD_HELD1
 EM0206* NAVD 88 ORTHO HEIGHT -   465.705 (meters)     1527.90  (feet) ADJUSTED
 EM0206  ______________________________________________________________________
 EM0206  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 EM0206  DYNAMIC HEIGHT  -        465.256 (meters)     1526.43  (feet) COMP
 EM0206  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EM0206
 EM0206  VERT ORDER      -  SECOND    CLASS 0
 EM0206
 EM0206.The horizontal coordinates were determined by differentially corrected
 EM0206.hand held GPS observations or other comparable positioning techniques
 EM0206.and have an estimated accuracy of +/- 3 meters.
 EM0206
 EM0206.The orthometric height was determined by differential leveling and
 EM0206.adjusted by the NATIONAL GEODETIC SURVEY
 EM0206.in June 1991.
 EM0206
 EM0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0206.GEOID18 height accuracy estimate available here.
 EM0206
 EM0206.Click photographs - Photos may exist for this station.
 EM0206
 EM0206.The dynamic height is computed by dividing the NAVD 88
 EM0206.geopotential number by the normal gravity value computed on the
 EM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0206.degrees latitude (g = 980.6199 gals.).
 EM0206
 EM0206.The modeled gravity was interpolated from observed gravity values.
 EM0206
 EM0206;                    North         East    Units  Estimated Accuracy
 EM0206;SPC OK S     -   177,418.8     484,973.8     MT  (+/- 3 meters HH1 GPS) 
 EM0206
 EM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7634464902(NAD 83)
 EM0206
 EM0206                          SUPERSEDED SURVEY CONTROL
 EM0206
 EM0206  NGVD 29 (??/??/92)  465.547  (m)         1527.38   (f) ADJ UNCH    2 0
 EM0206
 EM0206.Superseded values are not recommended for survey control.
 EM0206
 EM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0206.See file dsdata.pdf to determine how the superseded data were derived.
 EM0206
 EM0206_MARKER: DR = REFERENCE MARK DISK
 EM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0206_STAMPING: LONE NO 1 1961
 EM0206_MARK LOGO: CGS
 EM0206_PROJECTION: FLUSH
 EM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0206+STABILITY: SURFACE MOTION
 EM0206
 EM0206  HISTORY     - Date     Condition        Report By
 EM0206  HISTORY     - 1961     MONUMENTED       CGS
 EM0206
 EM0206                          STATION DESCRIPTION
 EM0206
 EM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0206'4.5 MI S FROM LONE WOLF.
 EM0206'4.75 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE JUNCTION OF STATE
 EM0206'HIGHWAYS 44 AND 9, WHICH IS AT THE EAST EDGE OF LONE WOLF, THENCE 0.35
 EM0206'MILE EAST TO THE EAST BOUNDARY FENCE, 80 FEET NORTH OF THE WITNESS
 EM0206'POST, 35 FEET SOUTH OF THE FENCE CORNER, 2 FEET WEST OF THE FENCE, SET
 EM0206'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 EM0206'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0942 ***********************************************************************
 EL0942  DESIGNATION -  LONE TREE
 EL0942  PID         -  EL0942
 EL0942  STATE/COUNTY-  OK/CARTER
 EL0942  COUNTRY     -  US
 EL0942  USGS QUAD   -  RINGLING (2018)
 EL0942
 EL0942                         *CURRENT SURVEY CONTROL
 EL0942  ______________________________________________________________________
 EL0942* NAD 83(1993) POSITION- 34 14 08.65296(N) 097 32 57.22527(W)   ADJUSTED
 EL0942* NAVD 88 ORTHO HEIGHT -   325.8   (meters)     1069.    (feet) VERTCON3
 EL0942  ______________________________________________________________________
 EL0942  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 EL0942  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 EL0942  HORZ ORDER      -  FIRST
 EL0942
 EL0942.The horizontal coordinates were established by classical geodetic methods
 EL0942.and adjusted by the National Geodetic Survey in November 1994.
 EL0942
 EL0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0942
 EL0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0942.GEOID18 height accuracy estimate available here.
 EL0942
 EL0942.Click photographs - Photos may exist for this station.
 EL0942
 EL0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0942
 EL0942. The following values were computed from the NAD 83(1993) position.
 EL0942
 EL0942;                    North         East     Units Scale Factor Converg.
 EL0942;SPC OK S     -   100,190.267   641,526.934   MT  0.99995433   +0 15 21.1
 EL0942;SPC OK S     -   328,707.57  2,104,742.95   sFT  0.99995433   +0 15 21.1
 EL0942;UTM  14      - 3,789,246.307   633,609.590   MT  0.99982005   +0 48 58.8
 EL0942
 EL0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0942!SPC OK S     -   0.99995291  x   0.99995433  =   0.99990724
 EL0942!UTM  14      -   0.99995291  x   0.99982005  =   0.99977297
 EL0942
 EL0942:                Primary Azimuth Mark                     Grid Az
 EL0942:SPC OK S     -  28 D 20 TT                               064 15 28.4
 EL0942:UTM  14      -  28 D 20 TT                               063 41 50.7
 EL0942
 EL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3360989246(NAD 83)
 EL0942
 EL0942|---------------------------------------------------------------------|
 EL0942| PID    Reference Object                     Distance      Geod. Az  |
 EL0942|                                                           dddmmss.s |
 EL0942| EL0944 28 D 20 TT                          459.568 METERS 0643049.5 |
 EL0942| EL0945 HEALDTON MAGNOLIA PETRO CO TK       APPROX. 2.4 KM 0693424.0 |
 EL0942| EL0923 HEALDTON MUNICIPAL TANK             APPROX. 5.6 KM 0922442.4 |
 EL0942| CY1519 LONE TREE RM 2                      106.587 METERS 14223     |
 EL0942| EL0940 WIRT SERV PLINE KKE 766 MAST        APPROX. 2.2 KM 1513144.6 |
 EL0942| EL0951 HOUSE N GABLE E OF STA GRADY        APPROX.26.3 KM 1965004.9 |
 EL0942| EL0941 RINGLING MUNICIPAL TANK             APPROX. 7.6 KM 2141708.1 |
 EL0942| CY1520 LONE TREE RM 4                       46.991 METERS 23429     |
 EL0942| EL0943 T 3 AND 4 SR 3 AND 4 W T COR        490.832 METERS 3050715.8 |
 EL0942| EL0946 28 D 21 TT                           27.604 METERS 31706     |
 EL0942| CY1518 LONE TREE RM 1                      295.443 METERS 32157     |
 EL0942|---------------------------------------------------------------------|
 EL0942
 EL0942                          SUPERSEDED SURVEY CONTROL
 EL0942
 EL0942  NAD 83(1986)-  34 14 08.65726(N)    097 32 57.21428(W) AD(       ) 1
 EL0942  NAD 27      -  34 14 08.32700(N)    097 32 56.11740(W) AD(       ) 1
 EL0942  USSD        -  34 14 08.22600(N)    097 32 56.52800(W) AD(       ) 3
 EL0942  NGVD 29 (07/19/86)  325.7    (m)         1069.     (f) VERT ANG       
 EL0942
 EL0942.Superseded values are not recommended for survey control.
 EL0942
 EL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0942.See file dsdata.pdf to determine how the superseded data were derived.
 EL0942
 EL0942_MARKER: DS = TRIANGULATION STATION DISK
 EL0942_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EL0942_STAMPING: LONE TREE 1902 1954
 EL0942_MARK LOGO: CGS
 EL0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0942+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 EL0942
 EL0942  HISTORY     - Date     Condition        Report By
 EL0942  HISTORY     - 1902     MONUMENTED       CGS
 EL0942  HISTORY     - 1934     MARK NOT FOUND   CGS
 EL0942  HISTORY     - 1935     MARK NOT FOUND   CGS
 EL0942  HISTORY     - 1937     SEE DESCRIPTION  CGS
 EL0942  HISTORY     - 1937     SEE DESCRIPTION  CGS
 EL0942  HISTORY     - 1954     SEE DESCRIPTION  CGS
 EL0942  HISTORY     - 1960     GOOD             USAF
 EL0942  HISTORY     - 20030815 GOOD             ALMLS
 EL0942
 EL0942                          STATION DESCRIPTION
 EL0942
 EL0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EL0942'ABOUT 6 MILES NORTH AND 2 MILES EAST OF CORNISH, IN SEC. 6,
 EL0942'T. 4 S., R. 3 W., ON BARE PROMINENT RIDGE CALLED LONE TREE
 EL0942'HILL, AND ON LAND CLAIMED IN 1902 BY JAMES KELLY.  SURFACE
 EL0942'AND UNDERGROUND MARKS ARE NAILS IN THE CENTER OF TERRA-COTTA
 EL0942'PIPES 4 INCHES IN DIAMETER AND 2 FEET LONG FILLED WITH CONCRETE
 EL0942'AND SET IN CONCRETE.  THE UNDERGROUND MARK IS 2 FEET BELOW
 EL0942'SURFACE OF GROUND.  REFERENCE MARKS ARE NAILS IN THE CENTER
 EL0942'OF TERRA-COTTA PIPES FILLED WITH CONCRETE AND SET IN A BLOCK
 EL0942'OF CONCRETE 1 FOOT IN DIAMETER IN LINE WITH AND ON OPPOSITE
 EL0942'SIDES OF STATION, ONE WITHIN A FEW FEET OF THE ONLY TWO
 EL0942'TREES ON HILL.  NO. 1 IS 295.443 METERS (969.30 FEET) FROM
 EL0942'STATION N 38 DEG 02 MIN 57 SEC W.  NO. 2 IS 106.587
 EL0942'METERS (349.69 FEET) FROM STATION S 37 DEG 37 MIN 44 SEC E.
 EL0942'TOWNSHIP CORNER, TPS. 3 AND 4 S., RS. 3 AND 4
 EL0942'W., IS 490.83 METERS (1,610.3 FEET) FROM STATION
 EL0942'N 54 DEG 52 MIN 44 SEC W. SEC.
 EL0942
 EL0942                          STATION RECOVERY (1934)
 EL0942
 EL0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0942'STATION WAS NOT RECOVERED IN THE NORTHWEST QUARTER OF SECTION
 EL0942'6, T. 4 S., R. 3 W., IN THE WIRT OIL FIELD.  TWO LONE TREES
 EL0942'ARE STANDING AT WHAT MAY BE CONSIDERED THE LOCATION, BUT
 EL0942'THE DISTANCE FROM THIS POINT AND THE DIRECTION ARE NOT GIVEN.
 EL0942'ABOUT 75 FEET WEST OF THE TREES THERE IS AN OIL PUMPING
 EL0942'PLANT.  EAST OF THE PLANT THERE IS A ROAD, AND IN THIS LOCATION
 EL0942'WHICH IS HIGHER THAN THE LOCATION TO THE EAST OF TREES, THE
 EL0942'STATION PROBABLY WAS LOCATED.
 EL0942'
 EL0942'THE TOWNSHIP CORNER IS GONE.  BOTH REFERENCE MARKS WOULD
 EL0942'FALL IN OIL FIELD ROADS, WHICH HAVE BEEN CUT DEEPLY IN WET
 EL0942'WEATHER.  NO REFERENCE MARK INDICATIONS WERE LOCATED FOR
 EL0942'STARTING POINT IN RECOVERING THE MARK.
 EL0942
 EL0942                          STATION RECOVERY (1935)
 EL0942
 EL0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL0942'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS ABOUT 6
 EL0942'MILES NORTH AND 2 MILES EAST OF CORNISH, IN SEC. 6, T. 4 S.,
 EL0942'R. 3 W.  THE SITE OF THE STATION WAS EASILY IDENTIFIED AND THE
 EL0942'TWO LONE TREES MENTIONED IN THE ORIGINAL DESCRIPTION WERE
 EL0942'FOUND, BUT THE REFERENCE NOTED AS BEING NEAR THE TWO TREES
 EL0942'COULD NOT BE FOUND.  THE OTHER REFERENCE ON THE OPPOSITE
 EL0942'SIDE OF THE STATION WAS NOT FOUND, THOUGH IT MIGHT STILL
 EL0942'BE IN EXISTENCE, AS THAT PART OF THE HILL HAS NOT BEEN
 EL0942'DISTURBED, AS HAS THE SUMMIT, WHERE ARE SEVERAL LARGE OIL TANKS,
 EL0942'EACH HAVING DEEP DITCHES AROUND THEM FOR RESERVE TANKS
 EL0942'FOR OVERFLOW FROM THE TANKS.
 EL0942'
 EL0942'IT IS THOUGHT FROM SOME INFORMATION GATHERED FROM LOCAL PEOPLE,
 EL0942'WHO REMEMBER THE OBSERVATION TOWER, THAT THE STATION HAS
 EL0942'BEEN DESTROYED.
 EL0942'
 EL0942'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 EL0942
 EL0942                          STATION RECOVERY (1937)
 EL0942
 EL0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 EL0942'STATION MARK WAS RECOVERED.  SURFACE MARK HAS BEEN BROKEN
 EL0942'OFF TO A POINT ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 EL0942'REFERENCE MARK NO. 2 HAD BEEN DUG UP AND DESTROYED.  REFERENCE
 EL0942'MARK NO. 1 WAS NOT FOUND, BUT SEARCH WAS NOT MADE FOR IT
 EL0942'AFTER RECOVERY OF STATION MARK.
 EL0942'
 EL0942'TIES WERE MADE TO TT 28D 20 (OKLA. GEOD. S.) AND TT 28D 21
 EL0942'(OKLA. GEOD. S.), TO SERVE AS AZIMUTH AND REFERENCE MARKS.
 EL0942
 EL0942                          STATION RECOVERY (1937)
 EL0942
 EL0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 EL0942'THE SURFACE MARK WAS DESTROYED BY EMPLOYEES OF THE OKLAHOMA
 EL0942'CONSERVATION SERVICE.  THE ORIGINAL UNDERGROUND MARK WAS FOUND
 EL0942'IN GOOD CONDITION AND UNDISTURBED.  THE MARK IS A POINT
 EL0942'OF A 40-PENNY WIRE NAIL SET IN THE CENTER OF A 4-INCH TERRA-COTTA
 EL0942'PIPE FILLED WITH CONCRETE AND ENCASED IN A CYLINDER OF CONCRETE
 EL0942'14 INCHES IN DIAMETER.  THE MARK IS 28 INCHES BELOW THE
 EL0942'SURFACE OF THE GROUND.  PIECES OF THE OLD CONCRETE MARK
 EL0942'WERE PLACED IN A HOLE OVER THE UNDERGROUND STATION MARK,
 EL0942'THE HOLE WAS FILLED WITH DIRT AND PIECES OF THE CONCRETE
 EL0942'AND TILE WERE PLACED NEAR THE SURFACE.
 EL0942'
 EL0942'STATION IS ABOUT 1.4 MILES BY ROAD NORTHWEST OF WIRT, ABOUT
 EL0942'2.8 MILES BY ROAD WEST OF HEALDTON, ON THE PROPERTY OF THE
 EL0942'SHELL OIL COMPANY.  IT IS 72 PACES EAST OF A LARGE OIL TANK,
 EL0942'26 PACES EAST FROM FORKS IN NORTH-SOUTH ROAD ON EAST, 15
 EL0942'PACES WEST FROM FORKS IN WEST ROAD, 20 PACES NORTH FROM
 EL0942'CENTER LINE IN CURVE OF ROAD, 29 PACES BEARING S 54 DEG E MAGNETIC
 EL0942'FROM CONSERVATION COMMISSION MARK.
 EL0942'
 EL0942'TO REACH FROM HEALDTON, GO WEST FOR 2.8 MILES TO WIRT, THEN
 EL0942'NORTHWEST ON OIL ROADS FOR 1.4 MILES TO LONE OIL STORAGE
 EL0942'TANK AND STATION.
 EL0942
 EL0942                          STATION RECOVERY (1954)
 EL0942
 EL0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0942'THE UNDERGROUND STATION MARK. REFERENCE MARK NO.
 EL0942'3 (TT 28D21 (OKLA. GEOD. S.)) AND THE AZIMUTH MARK (TT 28D20
 EL0942'(OKLA. GEOD. S.)) WERE RECOVERED AS OF THE 1937 DESCRIPTION
 EL0942'AND FOUND IN GOOD CONDITION.  THE OIL STORAGE TANK MENTIONED
 EL0942'IN THE 1937 DESCRIPTION NO LONGER EXIST, BUT THE EARTHEN
 EL0942'FIRE GUARD EMBANKMENT IS STILL INTACT.  A NEW STATION SURFACE
 EL0942'MARK LONE TREE 1902 1954 AND A NEW REFERENCE MARK
 EL0942'LONE TREE NO 4 1902 1954 WERE ESTABLISHED.  A
 EL0942'DISCREPANCY WAS FOUND IN THE MEASUREMENT OF R.M. NO. 3 (TT
 EL0942'28D21 (OKLA. GEOD. S.)).
 EL0942'
 EL0942'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 EL0942'
 EL0942'THE UNDERGROUND STATION MARK IS THE POINT OF A 40 PENNY WIRE
 EL0942'NAIL SET IN THE CENTER OF A 4 INCH TERRA-COTTA PIPE FILLED
 EL0942'WITH CONCRETE AND THE WHOLE ENCASED IN A CYLINDER OF CONCRETE
 EL0942'14 INCHES IN DIAMETER.  IT IS ABOUT 28 INCHES BELOW THE
 EL0942'SURFACE OF THE GROUND.  A NEW SURFACE STATION MARK WAS SET
 EL0942'DIRECTLY OVER THE UNDERGROUND MARK, PROJECTS 3 INCHES AND
 EL0942'THE DISK IS STAMPED LONE TREE 1902 1954.  THE STATION IS
 EL0942'ABOUT 2-1/2 MILES WEST OF HEALDTON, 1-1/2 MILES NORTHWEST
 EL0942'OF WIRT, 1/2 MILE NORTH-NORTHWEST OF THE DUNDEE SCHOOL AND
 EL0942'ON THE PROPERTY OF THE SHELL OIL COMPANY.  IT IS JUST NORTH
 EL0942'OF THE CENTER OF A LOOP FORMED BY AN OIL FIELD ROAD, 10
 EL0942'FEET WEST OF THE CENTER OF A DRAINAGE DITCH AND 3 FEET
 EL0942'WEST OF A WITNESS POST.
 EL0942'
 EL0942'REFERENCE MARK NO. 3 (TT 28D21 (OKLA. GEOD. S.)) IS AN * OKLAHOMA
 EL0942'CONSERVATION COMMISSION STATE SURVEY STATION DISK CEMENTED
 EL0942'IN A 6 INCH BY 6 INCH SQUARE CONCRETE POST PROJECTING 2
 EL0942'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 55 FEET EAST
 EL0942'OF THE CENTER OF AN OIL FIELD ROAD AND THE DISK IS STAMPED
 EL0942'TT 28D21 1936.
 EL0942'
 EL0942'REFERENCE MARK NO. 4 IS 43 FEET WEST OF THE CENTER OF AN
 EL0942'OIL FIELD ROAD AND ON THE TOP OF THE EARTHEN FIRE GUARD EMBANKMENT.
 EL0942'IT IS SET FLUSH WITH THE TOP OF THE EMBANKMENT AND THE DISK IS
 EL0942'STAMPED LONE TREE NO 4 1902 1954.
 EL0942'
 EL0942'THE AZIMUTH MARK (TT 28D20 (OKLA. GEOD. S.)) IS AN * OKLAHOMA
 EL0942'CONSERVATION COMMISSION STATE SURVEY STATION DISK CEMENTED
 EL0942'IN A 6 INCH BY 6 INCH SQUARE CONCRETE POST PROJECTING 2
 EL0942'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33 FEET EAST
 EL0942'OF THE CENTER OF A GRAVELED ROAD, 25 FEET SOUTH OF THE CENTER
 EL0942'OF A FARM DRIVE, 14 FEET SOUTH OF A POWERLINE TRANSFORMER
 EL0942'POLE, AND 4 FEET WEST OF A YARD FENCE.  THE DISK IS STAMPED
 EL0942'TT 28D20 1936.
 EL0942'
 EL0942'TO REACH THE STATION FROM THE POST OFFICE IN WIRT, GO WEST
 EL0942'ON AN OILED ROAD FOR 0.8 MILE TO THE DUNDEE SCHOOL ON THE
 EL0942'LEFT AND A ROAD RIGHT, TURN RIGHT AND GO NORTH ON A GRAVELED
 EL0942'ROAD FOR 0.35 MILE TO AN OIL FIELD ROAD LEFT, TURN LEFT AND
 EL0942'GO WEST ON THE OIL FIELD ROAD FOR 0.2 MILE TO A FORK, TAKE
 EL0942'THE LEFT FORK AND GO SOUTHWESTERLY FOR 0.05 MILE TO THE
 EL0942'TOP OF THE HILL AND THE STATION AS DESCRIBED.
 EL0942'
 EL0942'TO REACH THE AZIMUTH MARK (TT 28D20 (OKLA. GEOD. S.)) FROM
 EL0942'THE STATION, GO NORTHEASTERLY FOR 0.05 MILE TO A ROAD RIGHT,
 EL0942'TURN RIGHT AND GO EAST ON AN OIL FIELD ROAD FOR 0.2 MILE
 EL0942'TO A CROSSROAD, TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 EL0942'FOR 0.1 MILE TO A FARM DRIVE ON THE RIGHT AND THE MARK AS
 EL0942'DESCRIBED.
 EL0942
 EL0942                          STATION RECOVERY (1960)
 EL0942
 EL0942'RECOVERY NOTE BY US AIR FORCE 1960 (JFD)
 EL0942'STATION RECOVERED IN GOOD CONDITION.
 EL0942
 EL0942                          STATION RECOVERY (2003)
 EL0942
 EL0942'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL0942'RECOVERED AS DESCRIBED, FARMER HAS PLACED 3X3 GUARD FENCE OVER
 EL0942'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0910 ***********************************************************************
 EM0910  DESIGNATION -  LONE WOLF MUNICIPAL TANK
 EM0910  PID         -  EM0910
 EM0910  STATE/COUNTY-  OK/KIOWA
 EM0910  COUNTRY     -  US
 EM0910  USGS QUAD   -  LAKE ALTUS (2018)
 EM0910
 EM0910                         *CURRENT SURVEY CONTROL
 EM0910  ______________________________________________________________________
 EM0910* NAD 83(1993) POSITION- 34 59 23.36854(N) 099 15 12.77090(W)   ADJUSTED
 EM0910  ______________________________________________________________________
 EM0910  GEOID HEIGHT    -        -25.663 (meters)                     GEOID18
 EM0910  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 EM0910  HORZ ORDER      -  THIRD
 EM0910
 EM0910.The horizontal coordinates were established by classical geodetic methods
 EM0910.and adjusted by the National Geodetic Survey in November 1994.
 EM0910
 EM0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0910.GEOID18 height accuracy estimate available here.
 EM0910
 EM0910.Click photographs - Photos may exist for this station.
 EM0910
 EM0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0910
 EM0910. The following values were computed from the NAD 83(1993) position.
 EM0910
 EM0910;                    North         East     Units Scale Factor Converg.
 EM0910;SPC OK S     -   184,456.993   485,559.195   MT  0.99996093   -0 42 41.5
 EM0910;SPC OK S     -   605,172.65  1,593,038.79   sFT  0.99996093   -0 42 41.5
 EM0910;UTM  14      - 3,871,944.011   476,860.484   MT  0.99960660   -0 08 43.4
 EM0910
 EM0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7686071944(NAD 83)
 EM0910
 EM0910                          SUPERSEDED SURVEY CONTROL
 EM0910
 EM0910  NAD 83(1986)-  34 59 23.37551(N)    099 15 12.76624(W) AD(       ) 3
 EM0910  NAD 27      -  34 59 23.17000(N)    099 15 11.48200(W) AD(       ) 3
 EM0910  USSD        -  34 59 23.11000(N)    099 15 11.85000(W) AD(       ) 3
 EM0910
 EM0910.Superseded values are not recommended for survey control.
 EM0910
 EM0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0910.See file dsdata.pdf to determine how the superseded data were derived.
 EM0910
 EM0910_MARKER: 53 = ELEVATED TANK
 EM0910
 EM0910  HISTORY     - Date     Condition        Report By
 EM0910  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0910  HISTORY     - 1934     GOOD             CGS
 EM0910  HISTORY     - 1961     GOOD             CGS
 EM0910  HISTORY     - 1963     GOOD             CGS
 EM0910
 EM0910                          STATION DESCRIPTION
 EM0910
 EM0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0910'HIGH, BLACK, MUNICIPAL WATER TANK OF THE TOWN OF LONE WOLF.
 EM0910
 EM0910                          STATION RECOVERY (1934)
 EM0910
 EM0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0910'RECOVERED.
 EM0910
 EM0910                          STATION RECOVERY (1961)
 EM0910
 EM0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0910'THE STATION IS THE WATER TANK FOR THE CITY OF LONE WOLF,
 EM0910'LOCATED IN THE WEST CENTRAL PART OF THE CITY.  IT IS 500 FEET
 EM0910'WEST OF EVANS STREET, 155 FEET SOUTH OF THE RAILROAD TRACKS
 EM0910'AND 90 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9.
 EM0910'
 EM0910'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER.  HAVING AN
 EM0910'OVER-ALL HEIGHT OF 100 FEET AND THE BALL AT THE APEX WAS
 EM0910'THE POINT OBSERVED UPON.
 EM0910
 EM0910                          STATION RECOVERY (1963)
 EM0910
 EM0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0910'CHECKED BY ADDITIONAL OBSERVATIONS BY N.E.S. 1961.
 EM0910'
 EM0910'STATION RECOVERED AS DESCRIBED BY N.E.S., 1961.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0869 ***********************************************************************
 EM0869  DESIGNATION -  LONE WOLF PLANTERS COOP ELEV
 EM0869  PID         -  EM0869
 EM0869  STATE/COUNTY-  OK/KIOWA
 EM0869  COUNTRY     -  US
 EM0869  USGS QUAD   -  LONE WOLF (2018)
 EM0869
 EM0869                         *CURRENT SURVEY CONTROL
 EM0869  ______________________________________________________________________
 EM0869* NAD 83(1993) POSITION- 34 59 27.22650(N) 099 14 58.64352(W)   ADJUSTED
 EM0869  ______________________________________________________________________
 EM0869  GEOID HEIGHT    -        -25.667 (meters)                     GEOID18
 EM0869  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 EM0869  HORZ ORDER      -  THIRD
 EM0869
 EM0869.The horizontal coordinates were established by classical geodetic methods
 EM0869.and adjusted by the National Geodetic Survey in November 1994.
 EM0869
 EM0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0869.GEOID18 height accuracy estimate available here.
 EM0869
 EM0869.Click photographs - Photos may exist for this station.
 EM0869
 EM0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0869
 EM0869. The following values were computed from the NAD 83(1993) position.
 EM0869
 EM0869;                    North         East     Units Scale Factor Converg.
 EM0869;SPC OK S     -   184,571.427   485,918.909   MT  0.99996106   -0 42 33.5
 EM0869;SPC OK S     -   605,548.09  1,594,218.95   sFT  0.99996106   -0 42 33.5
 EM0869;UTM  14      - 3,872,061.952   477,218.923   MT  0.99960640   -0 08 35.3
 EM0869
 EM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7721872061(NAD 83)
 EM0869
 EM0869                          SUPERSEDED SURVEY CONTROL
 EM0869
 EM0869  NAD 83(1986)-  34 59 27.23373(N)    099 14 58.63889(W) AD(       ) 3
 EM0869  NAD 27      -  34 59 27.02800(N)    099 14 57.35500(W) AD(       ) 3
 EM0869
 EM0869.Superseded values are not recommended for survey control.
 EM0869
 EM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0869.See file dsdata.pdf to determine how the superseded data were derived.
 EM0869
 EM0869_MARKER: 65 = GRAIN ELEVATOR
 EM0869
 EM0869  HISTORY     - Date     Condition        Report By
 EM0869  HISTORY     - 1961     FIRST OBSERVED   CGS
 EM0869  HISTORY     - 1963     GOOD             CGS
 EM0869
 EM0869                          STATION DESCRIPTION
 EM0869
 EM0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0869'THE STATION IS IN THE NORTH CENTRAL PART OF THE CITY OF LONE
 EM0869'WOLF, 100 FEET NORTH OF FOURTH STREET, 100 FEET WEST OF ROCK
 EM0869'ISLAND AVENUE AND 50 FEET SOUTH OF THE RAILROAD TRACKS.
 EM0869'
 EM0869'IT IS A CONCRETE ELEVATOR PAINTED WHITE.  HAVING AN OVER-ALL
 EM0869'HEIGHT OF 200 FEET AND THE TOP AND CENTER WAS THE POINT
 EM0869'OBSERVED UOPN.
 EM0869
 EM0869                          STATION RECOVERY (1963)
 EM0869
 EM0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0869'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1012 ***********************************************************************
 EM1012  DESIGNATION -  LONG
 EM1012  PID         -  EM1012
 EM1012  STATE/COUNTY-  OK/GREER
 EM1012  COUNTRY     -  US
 EM1012  USGS QUAD   -  MANGUM SOUTH (2018)
 EM1012
 EM1012                         *CURRENT SURVEY CONTROL
 EM1012  ______________________________________________________________________
 EM1012* NAD 83(1993) POSITION- 34 48 06.86992(N) 099 34 47.37892(W)   ADJUSTED
 EM1012* NAVD 88 ORTHO HEIGHT -   523.4   (meters)     1717.    (feet) VERTCON3
 EM1012  ______________________________________________________________________
 EM1012  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 EM1012  LAPLACE CORR    -          3.84  (seconds)                    DEFLEC18
 EM1012  HORZ ORDER      -  FIRST
 EM1012
 EM1012.The horizontal coordinates were established by classical geodetic methods
 EM1012.and adjusted by the National Geodetic Survey in November 1994.
 EM1012
 EM1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1012
 EM1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1012.GEOID18 height accuracy estimate available here.
 EM1012
 EM1012.Click photographs - Photos may exist for this station.
 EM1012
 EM1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1012
 EM1012. The following values were computed from the NAD 83(1993) position.
 EM1012
 EM1012;                    North         East     Units Scale Factor Converg.
 EM1012;SPC OK S     -   164,031.438   455,447.864   MT  0.99994313   -0 53 48.3
 EM1012;SPC OK S     -   538,159.81  1,494,248.53   sFT  0.99994313   -0 53 48.3
 EM1012;UTM  14      - 3,851,228.980   446,962.270   MT  0.99963467   -0 19 51.4
 EM1012
 EM1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1012!SPC OK S     -   0.99992211  x   0.99994313  =   0.99986525
 EM1012!UTM  14      -   0.99992211  x   0.99963467  =   0.99955681
 EM1012
 EM1012:                Primary Azimuth Mark                     Grid Az
 EM1012:SPC OK S     -  RUS AZ                                   028 46 05.4
 EM1012:UTM  14      -  RUS AZ                                   028 12 08.5
 EM1012
 EM1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4696251228(NAD 83)
 EM1012
 EM1012|---------------------------------------------------------------------|
 EM1012| PID    Reference Object                     Distance      Geod. Az  |
 EM1012|                                                           dddmmss.s |
 EM1012| EM0503 RUS AZ                              APPROX. 1.3 KM 0275217.1 |
 EM1012| CX8556 LONG RM 1                            10.899 METERS 18744     |
 EM1012| EM1031 GOULD MUNICIPAL TANK                APPROX.22.7 KM 2301339.0 |
 EM1012| CX8557 LONG RM 2                            20.870 METERS 27002     |
 EM1012|---------------------------------------------------------------------|
 EM1012
 EM1012                          SUPERSEDED SURVEY CONTROL
 EM1012
 EM1012  NAD 83(1986)-  34 48 06.87569(N)    099 34 47.37218(W) AD(       ) 1
 EM1012  NAD 27      -  34 48 06.65530(N)    099 34 46.04760(W) AD(       ) 1
 EM1012  NGVD 29 (07/19/86)  523.2    (m)         1717.     (f) VERT ANG       
 EM1012
 EM1012.Superseded values are not recommended for survey control.
 EM1012
 EM1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1012.See file dsdata.pdf to determine how the superseded data were derived.
 EM1012
 EM1012_MARKER: DS = TRIANGULATION STATION DISK
 EM1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1012_STAMPING: LONG 1961
 EM1012_MARK LOGO: CGS
 EM1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1012+STABILITY: SURFACE MOTION
 EM1012
 EM1012  HISTORY     - Date     Condition        Report By
 EM1012  HISTORY     - 1961     MONUMENTED       CGS
 EM1012  HISTORY     - 1963     GOOD             CGS
 EM1012
 EM1012                          STATION DESCRIPTION
 EM1012
 EM1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1012'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH-NORTHWEST OF
 EM1012'DUKE, 7.0 MILES SOUTHWEST OF MANGUM, 6.0 MILES NORTHEAST OF
 EM1012'RUSSEL AND ABOUT 2.0 MILES WEST OF STATE ROUTE 34.
 EM1012'
 EM1012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM1012'STATE ROUTE 34 ABOUT 1/2 MILE EAST OF DUKE, GO NORTH ON STATE ROUTE
 EM1012'34 FOR 4.3 MILES TO THE COUNTY LINE, CONTINUE NORTH FOR 6.1
 EM1012'MILES TO A CROSSROADS AND A CONOCO SERVICE STATION ON THE LEFT,
 EM1012'TURN LEFT AND GO WEST ON A BLACKTOP ROAD FOR 2.1 MILES TO A
 EM1012'CROSSROADS, TURN LEFT AND GO SOUTH OF A DIRT ROAD FOR 0.7 MILE
 EM1012'TO THE STATION ON THE LEFT JUST EAST OF FENCE IN A PASTURE.
 EM1012'
 EM1012'STATION MARK, A STANDARD STATION DISK STAMPED LONG 1961 IS SET
 EM1012'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 EM1012'THE MARK IS 36 FEET EAST OF CENTER OF ROAD, 6.5 FEET EAST OF FENCE
 EM1012'AND 6.3 EAST OF WITNESS POST.
 EM1012'
 EM1012'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED LONG NO 1
 EM1012'1961 IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EM1012'7 INCHES.  THE MARK IS 35.8 FEET SOUTH OF WITNESS POST, 30.5 FEET
 EM1012'EAST OF CENTER OF DIRT ROAD AND 1 FOOT EAST OF FENCE.
 EM1012'
 EM1012'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED LONG NO 2
 EM1012'1961 IS SET IN THE TOP OF A 12 INCHE SQUARE CONCRETE POST PROJECTING
 EM1012'4 INCHES.  THE MARK IS 62.2 FEET WEST OF WITNESS POST, 34 FEET
 EM1012'WEST OF CENTER OF ROAD AND 1 FOOT EAST OF FENCE.
 EM1012'
 EM1012'NO AZIMUTH MARK WAS SET BUT RUS AZIMUTH MAY BE USE FOR AN AZIMUTH.
 EM1012
 EM1012                          STATION RECOVERY (1963)
 EM1012
 EM1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1012'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 EM1012'DESCRIBED.  THE DESCRIPTION TO REACH WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0994 ***********************************************************************
 EK0994  DESIGNATION -  LONG
 EK0994  PID         -  EK0994
 EK0994  STATE/COUNTY-  OK/ATOKA
 EK0994  COUNTRY     -  US
 EK0994  USGS QUAD   -  FARRIS (2019)
 EK0994
 EK0994                         *CURRENT SURVEY CONTROL
 EK0994  ______________________________________________________________________
 EK0994* NAD 83(1993) POSITION- 34 22 16.43594(N) 095 47 21.25624(W)   ADJUSTED
 EK0994* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 EK0994  ______________________________________________________________________
 EK0994  GEOID HEIGHT    -        -29.857 (meters)                     GEOID18
 EK0994  LAPLACE CORR    -         -7.51  (seconds)                    DEFLEC18
 EK0994  HORZ ORDER      -  FIRST
 EK0994
 EK0994.The horizontal coordinates were established by classical geodetic methods
 EK0994.and adjusted by the National Geodetic Survey in November 1994.
 EK0994
 EK0994.The orthometric height was scaled from a topographic map.
 EK0994
 EK0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0994.GEOID18 height accuracy estimate available here.
 EK0994
 EK0994.Click photographs - Photos may exist for this station.
 EK0994
 EK0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0994
 EK0994. The following values were computed from the NAD 83(1993) position.
 EK0994
 EK0994;                    North         East     Units Scale Factor Converg.
 EK0994;SPC OK S     -   117,353.567   803,320.140   MT  0.99994281   +1 15 17.5
 EK0994;SPC OK S     -   385,017.49  2,635,559.49   sFT  0.99994281   +1 15 17.5
 EK0994;UTM  15      - 3,806,844.975   243,508.825   MT  1.00041100   -1 34 31.9
 EK0994
 EK0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0994!SPC OK S     -   0.99995899  x   0.99994281  =   0.99990180
 EK0994!UTM  15      -   0.99995899  x   1.00041100  =   1.00036998
 EK0994
 EK0994:                Primary Azimuth Mark                     Grid Az
 EK0994:SPC OK S     -  LONG AZ MK                               276 34 56.9
 EK0994:UTM  15      -  LONG AZ MK                               279 24 46.3
 EK0994
 EK0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4350806844(NAD 83)
 EK0994
 EK0994|---------------------------------------------------------------------|
 EK0994| PID    Reference Object                     Distance      Geod. Az  |
 EK0994|                                                           dddmmss.s |
 EK0994| CY1522 LONG RM 1                            24.640 METERS 27048     |
 EK0994| CY1521 LONG AZ MK                                         2775014.4 |
 EK0994| CY1523 LONG RM 2                            27.493 METERS 34658     |
 EK0994|---------------------------------------------------------------------|
 EK0994
 EK0994                          SUPERSEDED SURVEY CONTROL
 EK0994
 EK0994  NAD 83(1986)-  34 22 16.44256(N)    095 47 21.24942(W) AD(       ) 1
 EK0994  NAD 27      -  34 22 16.08900(N)    095 47 20.32300(W) AD(       ) 1
 EK0994
 EK0994.Superseded values are not recommended for survey control.
 EK0994
 EK0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0994.See file dsdata.pdf to determine how the superseded data were derived.
 EK0994
 EK0994_MARKER: DS = TRIANGULATION STATION DISK
 EK0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0994_STAMPING: LONG 1935
 EK0994_MARK LOGO: CGS
 EK0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0994+STABILITY: SURFACE MOTION
 EK0994
 EK0994  HISTORY     - Date     Condition        Report By
 EK0994  HISTORY     - 1935     MONUMENTED       CGS
 EK0994
 EK0994                          STATION DESCRIPTION
 EK0994
 EK0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0994'STATION IS ABOUT 21 MILES E OF ATOKA, 13 MILES N OF DARWIN,
 EK0994'5-1/2 MILES N OF PINE SPRING SCHOOL, IN THE SW 1/4 OF SEC
 EK0994'24, T 2 S, R 14 E, LAND OWNER UNKNOWN.  IT IS ON THE CREST OF
 EK0994'A LONG NS WOODED RIDGE, ABOUT MIDWAY BETWEEN THE TWO ENDS,
 EK0994'25 FEET E OF THE CENTER LINE OF A WOOD TRAIL, 48 FEET NE OF
 EK0994'A 16-INCH OAK TREE, WHICH IS MARKED WITH A TRIANGULAR BLAZE,
 EK0994'64 FEET NW OF TWO LARGE BOULDERS, ABOUT 45 YARDS E OF HEAVY
 EK0994'ROCK LEDGE ON THE WESTERN SLOPE.  MARK PROJECTS 8 INCHES.
 EK0994'
 EK0994'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EK0994'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 EK0994'
 EK0994'REFERENCE MARK NO. 1 IS W OF THE STATION, 55 FEET W OF THE
 EK0994'CENTER LINE OF WOOD TRAIL ABOUT 17 YARDS E OF HEAVY ROCK
 EK0994'LEDGE, ABOUT 15 YARDS S OF LARGE TWIN BOULDERS.  IT PROJECTS
 EK0994'8 INCHES.
 EK0994'
 EK0994'REFERENCE MARK NO. 2 IS N OF THE STATION, 12 FEET E OF THE
 EK0994'CENTER LINE OF TRAIL.  IT PROJECTS 8 INCHES.
 EK0994'
 EK0994'AZIMUTH MARK IS WNW OF THE STATION, ABOUT 3 YARDS N OF TRAIL
 EK0994'TO TOP OF RIDGE, ABOUT 19 YARDS E OF A 14-INCH OAK WHICH
 EK0994'STANDS NEAR THE NORTH WHEEL TRACK OF TRAIL.  IT PROJECTS
 EK0994'3 INCHES.
 EK0994'
 EK0994'TO REACH THE STATION FROM ATOKA, GO E ON STATE HIGHWAY 19,
 EK0994'21.8 MILES TO A SAND ROAD LEADING N.  THENCE N 2.4 MILES TO
 EK0994'CROSSROADS.  THENCE W 1 MILE TO CROSSROADS AND SCHOOL AT
 EK0994'NE CORNER.  THENCE N 1.05 MILES TO WHITE HOUSE ON W SIDE
 EK0994'OF ROAD, CONTINUE N 0.5 MILE TO A WOOD ROAD LEADING OFF
 EK0994'TO RIGHT.  THENCE RIGHT 1.65 MILES TO FORK.  TAKE LEFT FORK
 EK0994'0.5 MILE TO CREEK, CROSS CREEK, JOG RIGHT THEN LEFT ON MAIN
 EK0994'ROAD 2.65 MILES TO TRAIL LEADING OFF TO RIGHT (TAKE RIGHT
 EK0994'FORK AT 0.7 MILE FROM CREEK, LEFT FORK AT 2.1 MILES FROM
 EK0994'CREEK).  THENCE RIGHT ON TRAIL 0.35 MILE TO TOP OF RIDGE
 EK0994'(AZIMUTH MARK IS 0.05 MILE FROM TURN RIGHT ON TRAIL).
 EK0994'THENCE S ON TRAIL ALONG TOP OF RIDGE 0.05 MILE TO THE
 EK0994'STATION.
 EK0994'
 EK0994'ALL LIGHTS COME INTO VIEW AT 52 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1300 ***********************************************************************
 FJ1300  DESIGNATION -  LONG
 FJ1300  PID         -  FJ1300
 FJ1300  STATE/COUNTY-  OK/LINCOLN
 FJ1300  COUNTRY     -  US
 FJ1300  USGS QUAD   -  CUSHING (2018)
 FJ1300
 FJ1300                         *CURRENT SURVEY CONTROL
 FJ1300  ______________________________________________________________________
 FJ1300* NAD 83(1993) POSITION- 35 53 09.69360(N) 096 47 15.64382(W)   ADJUSTED
 FJ1300* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 FJ1300  ______________________________________________________________________
 FJ1300  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 FJ1300  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 FJ1300  HORZ ORDER      -  FIRST
 FJ1300
 FJ1300.The horizontal coordinates were established by classical geodetic methods
 FJ1300.and adjusted by the National Geodetic Survey in November 1994.
 FJ1300
 FJ1300.The orthometric height was scaled from a topographic map.
 FJ1300
 FJ1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1300.GEOID18 height accuracy estimate available here.
 FJ1300
 FJ1300.Click photographs - Photos may exist for this station.
 FJ1300
 FJ1300.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1300
 FJ1300. The following values were computed from the NAD 83(1993) position.
 FJ1300
 FJ1300;                    North         East     Units Scale Factor Converg.
 FJ1300;SPC OK N     -    98,990.245   709,456.906   MT  0.99995740   +0 42 55.6
 FJ1300;SPC OK N     -   324,770.50  2,327,609.87   sFT  0.99995740   +0 42 55.6
 FJ1300;UTM  14      - 3,973,567.732   699,693.413   MT  1.00009140   +1 17 50.0
 FJ1300
 FJ1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1300!SPC OK N     -   0.99995324  x   0.99995740  =   0.99991064
 FJ1300!UTM  14      -   0.99995324  x   1.00009140  =   1.00004464
 FJ1300
 FJ1300:                Primary Azimuth Mark                     Grid Az
 FJ1300:SPC OK N     -  LONG AZ MK                               034 12 48.5
 FJ1300:UTM  14      -  LONG AZ MK                               033 37 54.1
 FJ1300
 FJ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9969373567(NAD 83)
 FJ1300
 FJ1300|---------------------------------------------------------------------|
 FJ1300| PID    Reference Object                     Distance      Geod. Az  |
 FJ1300|                                                           dddmmss.s |
 FJ1300| GH0972 YALE MUNICIPAL TANK                 APPROX.26.1 KM 0152235.0 |
 FJ1300| CI2365 LONG AZ MK                                         0345544.1 |
 FJ1300| FJ1253 SHAMROCK MUNICIPAL TANK             APPROX.19.1 KM 0814601.2 |
 FJ1300| FJ1256 AMARILLO ST LOUIS AWY BCN 29B       APPROX.20.7 KM 0873035.0 |
 FJ1300| FJ1277 DAVENPORT MUNICIPAL TANK            APPROX.19.8 KM 1742431.5 |
 FJ1300| FJ1303 AMARILLO ST LOUIS AWY BCN 28        APPROX.11.7 KM 1885630.5 |
 FJ1300| CI2366 LONG RM 1                            20.330 METERS 19724     |
 FJ1300| FJ1293 CHANDLER MUNICIPAL STANDPIPE        APPROX.21.6 KM 2024224.1 |
 FJ1300| FJ1289 AMARILLO ST LOUIS AWY BCN 27        APPROX.26.8 KM 2204635.9 |
 FJ1300| FJ1299 AIR                                   6.614 METERS 27357     |
 FJ1300| CI2367 LONG RM 2                            19.980 METERS 28404     |
 FJ1300| GH0980 RIPLEY MUNICIPAL TANK               APPROX.17.8 KM 3245101.2 |
 FJ1300| FJ1295 SHELL PIPELINE MAST 1               142.145 METERS 34108     |
 FJ1300|---------------------------------------------------------------------|
 FJ1300
 FJ1300                          SUPERSEDED SURVEY CONTROL
 FJ1300
 FJ1300  NAD 83(1986)-  35 53 09.70487(N)    096 47 15.62461(W) AD(       ) 1
 FJ1300  NAD 27      -  35 53 09.47097(N)    096 47 14.53588(W) AD(       ) 1
 FJ1300
 FJ1300.Superseded values are not recommended for survey control.
 FJ1300
 FJ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1300.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1300
 FJ1300_MARKER: DS = TRIANGULATION STATION DISK
 FJ1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1300_STAMPING: LONG 1935
 FJ1300_MARK LOGO: CGS
 FJ1300_PROJECTION: RECESSED 30 CENTIMETERS
 FJ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1300+STABILITY: SURFACE MOTION
 FJ1300
 FJ1300  HISTORY     - Date     Condition        Report By
 FJ1300  HISTORY     - 1935     MONUMENTED       CGS
 FJ1300  HISTORY     - 1954     GOOD             CGS
 FJ1300  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ1300
 FJ1300                          STATION DESCRIPTION
 FJ1300
 FJ1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1300'STATION IS 2 MILES WEST OF AVERY, 5 MILES EAST AND 1 MILE SOUTH OF
 FJ1300'AGRA, IN SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 4,
 FJ1300'T. 16 N., R. 5 E., ON PROPERTY OF HIRAM LONG.  MARK IS IN
 FJ1300'HAYFIELD, 0.15 MILE NORTH OF SCHOOL AND SOUTHWEST CORNER OF
 FJ1300'SECTION, AND IS 40 FEET EAST OF CENTER LINE OF ROAD.  MARK IS
 FJ1300'12 INCHES UNDERGROUND.
 FJ1300'
 FJ1300'FROM AMBASSADOR HOTEL IN CUSHING, GO SOUTH FOR 0.65 MILE TO
 FJ1300'T-ROAD AT SANTA FE UNDERPASS, THENCE LEFT (EAST) FOR 1.4 MILES
 FJ1300'TO CROSS ROAD, THENCE RIGHT (SOUTH) FOR 6.3 MILES TO CROSS
 FJ1300'ROAD AT AVERY, THENCE RIGHT (WEST) FOR 2.0 MILES TO CROSS
 FJ1300'ROAD AT SCHOOL, THENCE RIGHT (NORTH) FOR 0.15 MILE TO STATION.
 FJ1300'
 FJ1300'REFERENCE MARK NO. 1 IS 66.73 FEET (20.339 METERS) SOUTHWEST
 FJ1300'OF STATION, IN FENCE LINE, 18 FEET EAST OF CENTER LINE OF
 FJ1300'SECTION-LINE ROAD.
 FJ1300'
 FJ1300'REFERENCE MARK NO. 2 IS 65.54 (19.978 METERS) NORTHWEST OF
 FJ1300'STATION, IN FENCE LINE, 23 FEET WEST OF CENTER LINE OF SECTION-LINE
 FJ1300'ROAD.
 FJ1300'
 FJ1300'AZIMUTH MARK IS 1.0 MILE NORTHEAST OF STATION, 20 FEET NORTH OF
 FJ1300'SECTION-LINE ROAD, DIRECTLY OPPOSITE FARMHOUSE.  TO REACH
 FJ1300'FROM STATION, GO NORTH FOR 0.85 MILE, THENCE RIGHT (EAST) FOR
 FJ1300'0.6 MILE TO TOP OF RIDGE AND MARK ON NORTH SIDE OF ROAD.
 FJ1300'
 FJ1300'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1300'AS DESCRIBED.
 FJ1300'
 FJ1300'A TIE WAS MADE TO AN OLD U.S.G.S. TRIANGULATION STATION,
 FJ1300'AIR (1906).  IT IS 21.73 FEET (6.624 METERS) WEST OF STATION.
 FJ1300'
 FJ1300'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1300
 FJ1300                          STATION RECOVERY (1954)
 FJ1300
 FJ1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1300'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 FJ1300'GOOD CONDITION, BUT THE MEASUREMENT TO USGS TRIANGULATION
 FJ1300'STATION AIR 1906 WAS FOUND TO BE 19 MILLIMETERS (0.019) SHORTER
 FJ1300'AND IT IS POSSIBLE THAT THE USGS MARK MOVED, ALTHOUGH THERE IS
 FJ1300'NO EVIDENCE OF MOVEMENT AND THE PIPE IS SOLID AT THE PRESENT
 FJ1300'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FJ1300'
 FJ1300'THE STATION IS IN THE SOUTHWEST 1/4 OF THE SOUTHWEST QUARTER
 FJ1300'OF SEC. 4, T. 16 N., R. 5 E. ON THE PROPERTY OF MRS. FRANK
 FJ1300'CREATMORE OF OKLAHOMA CITY.  IT IS 5 MILES EAST AND 1 MILE
 FJ1300'SOUTH OF AGRA, 2 MILES WEST OF AVERY AND 0.1 MILE SOUTH-SOUTHEAST
 FJ1300'OF A MICRO WAVE MAST.
 FJ1300'
 FJ1300'TO REACH FROM THE AGRA POST OFFICE GO SOUTHEAST AND EAST,
 FJ1300'TOWARD AVERY, FOR 5.0 MILES TO CROSSROAD AND THE REMAINS OF A
 FJ1300'SCHOOLHOUSE FOUNDATION IN THE NORTHEAST ANGLE, TURN LEFT AND
 FJ1300'GO NORTH FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FJ1300'
 FJ1300'THE STATION MARK IS 42 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 FJ1300'20.5 FEET EAST OF A WITNESS POST AND 12 INCHES BELOW THE SURFACE
 FJ1300'OF THE GROUND.  THE MARK IS STAMPED LONG 1935.
 FJ1300'
 FJ1300'REFERENCE MARK NO. 1, SOUTH-SOUTHWEST OF THE STATION, IS 22
 FJ1300'FEET EAST OF THE CENTER OF THE DIRT ROAD, IN THE NORTH-SOUTH
 FJ1300'FENCE LINE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED NO 1
 FJ1300'LONG 1935.
 FJ1300'
 FJ1300'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 23 FEET WEST OF
 FJ1300'THE CENTER OF THE ROAD, 1.5 FEET WEST OF A FENCE AND PROJECTS
 FJ1300'4 INCHES.  THE DISK IS STAMPED NO 2 LONG 1935.
 FJ1300'
 FJ1300'THE AZIMUTH MARK, 1.0 MILE NORTHEAST OF THE STATION, IS 22 FEET
 FJ1300'NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF A FENCE AND
 FJ1300'TELEPHONE LINE, ON LINE WITH THE WEST SIDE OF THE HOUSE ON
 FJ1300'THE SOUTH SIDE OF THE ROAD AND PROJECTS 4 INCHES.  THE DISK
 FJ1300'IS STAMPED AZI LONG 1935.
 FJ1300'
 FJ1300'U.S. GEOLOGICAL SURVEY TRIANGULATION STATION AIR IS A U.S.
 FJ1300'GEOLOGICAL SURVEY BENCH MARK DISK WITH A TRIANGLE CHISELED
 FJ1300'IN THE CENTER.  THIS DISK IS A CAP WHICH IS RIVITED TO A 4-INCH
 FJ1300'PIPE AND PROJECTS 4 INCHES.  IT IS 20 FEET EAST OF THE CENTER
 FJ1300'OF THE DIRT ROAD, 4 FEET NORTH-NORTHWEST OF A WITNESS POST
 FJ1300'AND 2 FEET WEST OF THE FENCE.  IF THE MARK WAS STAMPED IT IS
 FJ1300'NO LONGER READABLE, BUT THE 1935 DESCRIPTION OF TRIANGULATION
 FJ1300'STATION LONG STATES THE NAME OF THIS MARK AS AIR 1906.
 FJ1300
 FJ1300                          STATION RECOVERY (2018)
 FJ1300
 FJ1300'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ1300'FOUND REFERENCE MARK 2 (CI2367) IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0681 ***********************************************************************
 GG0681  DESIGNATION -  LONG
 GG0681  PID         -  GG0681
 GG0681  STATE/COUNTY-  OK/DELAWARE
 GG0681  COUNTRY     -  US
 GG0681  USGS QUAD   -  LAKE EUCHA EAST (2018)
 GG0681
 GG0681                         *CURRENT SURVEY CONTROL
 GG0681  ______________________________________________________________________
 GG0681* NAD 83(1997) POSITION- 36 16 05.96393(N) 094 45 52.12529(W)   ADJUSTED
 GG0681* NAVD 88 ORTHO HEIGHT -   380.01  (+/-2cm)     1246.7   (feet) VERTCON3
 GG0681  ______________________________________________________________________
 GG0681  GEOID HEIGHT    -        -28.625 (meters)                     GEOID18
 GG0681  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 GG0681  HORZ ORDER      -  FIRST
 GG0681  VERT ORDER      -  THIRD ? (See Below)
 GG0681
 GG0681.The horizontal coordinates were established by classical geodetic methods
 GG0681.and adjusted by the National Geodetic Survey in February 2000.
 GG0681
 GG0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0681
 GG0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0681.GEOID18 height accuracy estimate available here.
 GG0681
 GG0681.The vertical order pertains to the NGVD 29 superseded value.
 GG0681
 GG0681.Click photographs - Photos may exist for this station.
 GG0681
 GG0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0681
 GG0681. The following values were computed from the NAD 83(1997) position.
 GG0681
 GG0681;                    North         East     Units Scale Factor Converg.
 GG0681;SPC OK N     -   145,568.334   890,665.810   MT  0.99994695   +1 54 34.0
 GG0681;SPC OK N     -   477,585.44  2,922,126.08   sFT  0.99994695   +1 54 34.0
 GG0681;UTM  15      - 4,015,154.090   341,504.556   MT  0.99990952   -1 02 38.5
 GG0681
 GG0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0681!SPC OK N     -   0.99994485  x   0.99994695  =   0.99989181
 GG0681!UTM  15      -   0.99994485  x   0.99990952  =   0.99985438
 GG0681
 GG0681:                Primary Azimuth Mark                     Grid Az
 GG0681:SPC OK N     -  SILOAM SPRINGS RAD KUOA MAST             113 50 17.4
 GG0681:UTM  15      -  SILOAM SPRINGS RAD KUOA MAST             116 47 29.9
 GG0681
 GG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4150415154(NAD 83)
 GG0681
 GG0681|---------------------------------------------------------------------|
 GG0681| PID    Reference Object                     Distance      Geod. Az  |
 GG0681|                                                           dddmmss.s |
 GG0681| GG0672 SILOAM SPRINGS RAD KUOA MAST        APPROX.19.9 KM 1154451.4 |
 GG0681| CI2369 LONG RM 1                            33.160 METERS 20741     |
 GG0681| CI2370 LONG RM 2                            23.048 METERS 28413     |
 GG0681| CI2368 LONG AZ MK                                         3281015.7 |
 GG0681|---------------------------------------------------------------------|
 GG0681
 GG0681                          SUPERSEDED SURVEY CONTROL
 GG0681
 GG0681  NAD 83(1993)-  36 16 05.96508(N)    094 45 52.12697(W) AD(       ) 1
 GG0681  NAD 83(1986)-  36 16 05.97058(N)    094 45 52.12005(W) AD(       ) 1
 GG0681  NAD 27      -  36 16 05.67100(N)    094 45 51.30700(W) AD(       ) 1
 GG0681  NGVD 29             379.87   (m)         1246.3    (f) LEVELING    3  
 GG0681
 GG0681.Superseded values are not recommended for survey control.
 GG0681
 GG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0681.See file dsdata.pdf to determine how the superseded data were derived.
 GG0681
 GG0681_MARKER: DS = TRIANGULATION STATION DISK
 GG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0681_STAMPING: LONG 1939
 GG0681_MARK LOGO: CGS
 GG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0681+STABILITY: SURFACE MOTION
 GG0681
 GG0681  HISTORY     - Date     Condition        Report By
 GG0681  HISTORY     - 1939     MONUMENTED       CGS
 GG0681  HISTORY     - 1955     GOOD             SSC
 GG0681  HISTORY     - 1960     GOOD             CGS
 GG0681  HISTORY     - 1961     GOOD             CGS
 GG0681
 GG0681                          STATION DESCRIPTION
 GG0681
 GG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0681'ABOUT 5 MILES AIRLINE NORTHEAST OF KANSAS, 13 MILES NORTHWEST
 GG0681'OF SILOAM SPRINGS, 9 MILES EAST-NORTHEAST OF LEACH, IN THE
 GG0681'SOUTHWEST QUARTER OF SEC. 29, T. 21 N., R. 24 E., ON THE TOP
 GG0681'OF THE HIGHEST TIMBER-COVERED HILL IN THE VICINITY, ABOUT 100
 GG0681'FEET WEST OF STATE HIGHWAY 10.
 GG0681'
 GG0681'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 33, WHICH IS
 GG0681'1.5 MILES EAST OF KANSAS, GO NORTH ON STATE HIGHWAY 10 FOR
 GG0681'5.2 MILES TO THE TOP OF A TIMBERED HILL AND STATION.
 GG0681'
 GG0681'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0681'BRONZE DISKS SET IN CONCRETE.
 GG0681'
 GG0681'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION ON THE WEST SIDE OF
 GG0681'STATE HIGHWAY 10.
 GG0681'
 GG0681'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GG0681
 GG0681                          STATION RECOVERY (1955)
 GG0681
 GG0681'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 GG0681'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 GG0681'SURFACE MARK FOR REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 GG0681'RECOVERED.  NO SEARCH WAS MADE FOR THE UNDERGROUND MARK.
 GG0681'AZIMUTH MARK WAS NOT VISITED.
 GG0681'
 GG0681'STATE HIGHWAY 10, USED IN THE DESCRIPTION OF HOW TO REACH,
 GG0681'HAS BEEN RELOCATED.  THE STATION IS NOW REACHED IN THE SAME
 GG0681'MANNER, BUT THE STATION MARK IS NOW ABOUT 100 FT. E OF THE
 GG0681'HIGHWAY.
 GG0681
 GG0681                          STATION RECOVERY (1960)
 GG0681
 GG0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GG0681'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 GG0681'FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS
 GG0681'SEARCHED FOR, IT WAS NOT RECOVERED AND PROBABLY DESTROYED, AS A
 GG0681'NEW ROAD HAS BEEN BUILT IN THE AREA WHERE THE AZIMUTH MARK WAS
 GG0681'SET.  THE STATION MARK IS ABOUT MID-WAY BETWEEN THE NEW ROAD AND
 GG0681'THE OLD ROAD BED, AND IS BELIEVED TO BE ON HIGHWAY RIGHT-OF-WAY
 GG0681'PROPERTY.
 GG0681'
 GG0681'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50, STATE
 GG0681'ROUTE 10 AND STATE ROUTE 116, ABOUT 4-1/2 NORTH-NORTHEAST OF KANSAS,
 GG0681'GO NORTH ON US HIGHWAY 50 AND STATE ROUTE 10 FOR 0.3 MILE AND
 GG0681'REFERENCE MARK NO. 1 IS 45 PACES EAST OF THE CENTER LINE OF US
 GG0681'HIGHWAY 50 AND STATE ROUTE 10, CONTINUE NORTH FOR 0.15 MILE, TURN
 GG0681'SHARP RIGHT AND GO SOUTH ON THE OLD ROAD BED FOR 0.15 MILE AND
 GG0681'STATION ON THE RIGHT, WEST SIDE OF THE OLD ROAD BED, ABOUT 33
 GG0681'PACES WEST OF THE APPROXIMATE CENTER OF OLD ROAD BED AND 22
 GG0681'PACES WEST OF TRIANGULAR BLAZE ON A 12 INCH OAK TREE.
 GG0681
 GG0681                          STATION RECOVERY (1961)
 GG0681
 GG0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0681'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 GG0681'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS
 GG0681'PROBABLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  NO OBJECTS WERE
 GG0681'VISABLE FROM THE GROUND SO THE AZIMUTH MARK COULD NOT BE
 GG0681'REPLACED AT THIS TIME.
 GG0681'
 GG0681'THE HIGHWAY HAS BEEN REROUTED IN THE VICINITY OF THE STATION AND
 GG0681'NOW PASSES TO THE WEST OF THE STATION.  THE STATION MARK IS ABOUT
 GG0681'50 YARDS EAST OF THE EAST EDGE OF THE HIGHWAY RIGHT OF WAY.
 GG0681'
 GG0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 GG0681'STATE HIGHWAYS 10 AND 33, ABOUT 1.5 MILES EAST OF KANSAS,
 GG0681'OKLAHOMA, GO NORTH ON U.S. 59 AND STATE HIGHWAY 10 FOR 4.4 MILES
 GG0681'TO JUNCTION WITH STATE HIGHWAY 116, CONTINUE NORTH FOR 0.3
 GG0681'MILE TO STATION ON RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0575 ***********************************************************************
 GJ0575  DESIGNATION -  LONGDALE
 GJ0575  PID         -  GJ0575
 GJ0575  STATE/COUNTY-  OK/MAJOR
 GJ0575  COUNTRY     -  US
 GJ0575  USGS QUAD   -  LONGDALE (2018)
 GJ0575
 GJ0575                         *CURRENT SURVEY CONTROL
 GJ0575  ______________________________________________________________________
 GJ0575* NAD 83(1993) POSITION- 36 10 00.97384(N) 098 32 52.44337(W)   ADJUSTED
 GJ0575* NAVD 88 ORTHO HEIGHT -   514.    (meters)     1686.    (feet) SCALED
 GJ0575  ______________________________________________________________________
 GJ0575  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 GJ0575  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 GJ0575  HORZ ORDER      -  SECOND
 GJ0575
 GJ0575.The horizontal coordinates were established by classical geodetic methods
 GJ0575.and adjusted by the National Geodetic Survey in November 1994.
 GJ0575
 GJ0575.The orthometric height was scaled from a topographic map.
 GJ0575
 GJ0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0575.GEOID18 height accuracy estimate available here.
 GJ0575
 GJ0575.Click photographs - Photos may exist for this station.
 GJ0575
 GJ0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0575
 GJ0575. The following values were computed from the NAD 83(1993) position.
 GJ0575
 GJ0575;                    North         East     Units Scale Factor Converg.
 GJ0575;SPC OK N     -   129,614.123   550,706.509   MT  0.99994541   -0 19 24.0
 GJ0575;SPC OK N     -   425,242.34  1,806,776.27   sFT  0.99994541   -0 19 24.0
 GJ0575;UTM  14      - 4,002,559.156   540,660.694   MT  0.99962037   +0 16 00.5
 GJ0575
 GJ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0575!SPC OK N     -   0.99992361  x   0.99994541  =   0.99986903
 GJ0575!UTM  14      -   0.99992361  x   0.99962037  =   0.99954401
 GJ0575
 GJ0575:                Primary Azimuth Mark                     Grid Az
 GJ0575:SPC OK N     -  LONGDALE AZ MK                           003 54 17.9
 GJ0575:UTM  14      -  LONGDALE AZ MK                           003 18 53.4
 GJ0575
 GJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4066002559(NAD 83)
 GJ0575
 GJ0575|---------------------------------------------------------------------|
 GJ0575| PID    Reference Object                     Distance      Geod. Az  |
 GJ0575|                                                           dddmmss.s |
 GJ0575| CK9303 LONGDALE AZ MK                                     0033453.9 |
 GJ0575| CK9304 LONGDALE RM 1                        23.349 METERS 08832     |
 GJ0575| CK9305 LONGDALE RM 2                        11.890 METERS 35830     |
 GJ0575|---------------------------------------------------------------------|
 GJ0575
 GJ0575                          SUPERSEDED SURVEY CONTROL
 GJ0575
 GJ0575  NAD 83(1986)-  36 10 00.97811(N)    098 32 52.42889(W) AD(       ) 2
 GJ0575  NAD 27      -  36 10 00.84244(N)    098 32 51.13526(W) AD(       ) 2
 GJ0575
 GJ0575.Superseded values are not recommended for survey control.
 GJ0575
 GJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0575.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0575
 GJ0575_MARKER: DS = TRIANGULATION STATION DISK
 GJ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0575_STAMPING: LONGDALE 1963
 GJ0575_MARK LOGO: CGS
 GJ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0575+STABILITY: SURFACE MOTION
 GJ0575
 GJ0575  HISTORY     - Date     Condition        Report By
 GJ0575  HISTORY     - 1963     MONUMENTED       CGS
 GJ0575
 GJ0575                          STATION DESCRIPTION
 GJ0575
 GJ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0575'THE STATION IS ON THE WEST RIGHT-OF-WAY OF A MACADAM ROAD, ABOUT
 GJ0575'8 MILES SOUTHWEST OF FAIRVIEW AND 2-1/4 MILES NORTH OF LONGDALE.
 GJ0575'
 GJ0575'TO REACH THE STATION FROM THE CHAMPLIN SERVICE STATION IN LONGDALE,
 GJ0575'GO NORTH ON STATE HIGHWAY 58 FOR 0.5 MILE TO WHERE THE HIGHWAY TURNS
 GJ0575'TO THE RIGHT AND A MACADAM ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 GJ0575'STRAIGHT AHEAD, NORTH, ON MACADAM ROAD FOR 0.05 TO A RAILROAD
 GJ0575'CROSSING.  CROSS RAILROAD AND CONTINUE NORTH ON MACADAM ROAD FOR
 GJ0575'1.5 MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 GJ0575'MARK, CONTINUE NORTH FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 GJ0575'
 GJ0575'STATION MARK IS A STANDARD DISK, STAMPED LONGDALE 1963, SET IN THE
 GJ0575'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 GJ0575'39 FEET WEST OF THE CENTERLINE OF THE ROAD, 41.7 FEET SOUTH OF A
 GJ0575'POWER LINE POLE, 5.5 FEET SOUTH OF A WITNESS POST AND 2 FEET EAST
 GJ0575'OF A WIRE FENCE.  IT IS ABOUT 6 FEET HIGHER THAN THE ROAD.
 GJ0575'
 GJ0575'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONGDALE NO 1 1963, SET
 GJ0575'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0575'IT IS 47 FEET SOUTH OF A TELEPHONE LINE POLE, 38 FEET EAST OF THE
 GJ0575'CENTERLINE OF THE ROAD AND 1.9 FEET WEST OF A WIRE FENCE.  IT IS
 GJ0575'ABOUT 6 FEET LOWER THAN THE STATION.
 GJ0575'
 GJ0575'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONGDALE NO 2 1963,
 GJ0575'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 GJ0575'INCHES.  IT IS 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 GJ0575'SOUTH OF A POWER LINE POLE AND 1 FOOT EAST OF THE FENCE.  IT IS
 GJ0575'ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0575'
 GJ0575'AZIMUTH MARK IS A STANDARD DISK, STAMPED LONGDALE 1963, SET IN THE
 GJ0575'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 GJ0575'39 FEET EAST OF THE CENTERLINE OF THE ROAD, 9.5 FEET NORTH OF THE
 GJ0575'TELEPHONE LINE POLE, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT
 GJ0575'WEST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1026 ***********************************************************************
 GH1026  DESIGNATION -  LONGWOOD
 GH1026  PID         -  GH1026
 GH1026  STATE/COUNTY-  OK/KAY
 GH1026  COUNTRY     -  US
 GH1026  USGS QUAD   -  UNCAS (2018)
 GH1026
 GH1026                         *CURRENT SURVEY CONTROL
 GH1026  ______________________________________________________________________
 GH1026* NAD 83(1997) POSITION- 36 45 10.25951(N) 096 59 02.69849(W)   ADJUSTED
 GH1026* NAVD 88 ORTHO HEIGHT -   350.15  (+/-2cm)     1148.8   (feet) VERTCON3
 GH1026  ______________________________________________________________________
 GH1026  GEOID HEIGHT    -        -28.915 (meters)                     GEOID18
 GH1026  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 GH1026  HORZ ORDER      -  SECOND
 GH1026  VERT ORDER      -  THIRD ? (See Below)
 GH1026
 GH1026.The horizontal coordinates were established by classical geodetic methods
 GH1026.and adjusted by the National Geodetic Survey in October 1998.
 GH1026
 GH1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1026
 GH1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1026.GEOID18 height accuracy estimate available here.
 GH1026
 GH1026.The vertical order pertains to the NGVD 29 superseded value.
 GH1026
 GH1026.Click photographs - Photos may exist for this station.
 GH1026
 GH1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1026
 GH1026. The following values were computed from the NAD 83(1997) position.
 GH1026
 GH1026;                    North         East     Units Scale Factor Converg.
 GH1026;SPC OK N     -   194,964.547   690,718.433   MT  0.99999751   +0 35 58.3
 GH1026;SPC OK N     -   639,646.18  2,266,132.06   sFT  0.99999751   +0 35 58.3
 GH1026;UTM  14      - 4,069,350.559   679,957.883   MT  0.99999899   +1 12 23.7
 GH1026
 GH1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1026!SPC OK N     -   0.99994959  x   0.99999751  =   0.99994710
 GH1026!UTM  14      -   0.99994959  x   0.99999899  =   0.99994858
 GH1026
 GH1026:                Primary Azimuth Mark                     Grid Az
 GH1026:SPC OK N     -  LONGWOOD AZ MK                           106 54 55.4
 GH1026:UTM  14      -  LONGWOOD AZ MK                           106 18 30.0
 GH1026
 GH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7995769350(NAD 83)
 GH1026
 GH1026|---------------------------------------------------------------------|
 GH1026| PID    Reference Object                     Distance      Geod. Az  |
 GH1026|                                                           dddmmss.s |
 GH1026| CI2382 LONGWOOD RM 4                        57.482 METERS 07619     |
 GH1026| CI2379 LONGWOOD RM 1                         8.098 METERS 09743     |
 GH1026| GH1028 LONGWOOD AZ MK                      APPROX. 0.6 KM 1073053.7 |
 GH1026| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX.11.5 KM 1645103.8 |
 GH1026| GH0661 PONCA CITY CONTL PL MICROWAVE       APPROX.11.7 KM 2343615.9 |
 GH1026| GH0669 PONCA CITY MUNICIPAL TANK           APPROX.10.2 KM 2442012.2 |
 GH1026| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX. 4.2 KM 2453916.4 |
 GH1026| CI2380 LONGWOOD RM 2                         8.397 METERS 26455     |
 GH1026| CI2381 LONGWOOD RM 3                        13.015 METERS 35903     |
 GH1026|---------------------------------------------------------------------|
 GH1026
 GH1026                          SUPERSEDED SURVEY CONTROL
 GH1026
 GH1026  NAD 83(1993)-  36 45 10.25976(N)    096 59 02.69778(W) AD(       ) 2
 GH1026  NAD 83(1986)-  36 45 10.27169(N)    096 59 02.68699(W) AD(       ) 2
 GH1026  NAD 27      -  36 45 10.14181(N)    096 59 01.55533(W) AD(       ) 2
 GH1026  NGVD 29             350.02   (m)         1148.4    (f) LEVELING    3  
 GH1026
 GH1026.Superseded values are not recommended for survey control.
 GH1026
 GH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1026.See file dsdata.pdf to determine how the superseded data were derived.
 GH1026
 GH1026_MARKER: DS = TRIANGULATION STATION DISK
 GH1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1026_STAMPING: LONGWOOD 1963
 GH1026_MARK LOGO: CGS
 GH1026_PROJECTION: FLUSH
 GH1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1026+STABILITY: SURFACE MOTION
 GH1026
 GH1026  HISTORY     - Date     Condition        Report By
 GH1026  HISTORY     - 1963     MONUMENTED       CGS
 GH1026  HISTORY     - 1977     GOOD             NGS
 GH1026
 GH1026                          STATION DESCRIPTION
 GH1026
 GH1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1026'THE STATION IS LOCATED ABOUT 8 MILES WEST OF KAW CITY AND ABOUT
 GH1026'6 MILES NORTHEAST OF PONCA CITY, ON THE SOUTH SIDE OF A
 GH1026'GRAVELED ROAD.
 GH1026'
 GH1026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 77
 GH1026'AT THE SOUTHEAST EDGE OF PONCA CITY, GO NORTHERLY ON U.S. HIGHWAY
 GH1026'77 FOR 6.25 MILES TO THE JUNCTION WITH STATE HIGHWAY 119.
 GH1026'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 119 FOR 3.0 MILES TO A
 GH1026'CROSSROADS.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELLED ROAD
 GH1026'FOR 1.0 MILE TO A CROSSROADS.  TURN LEFT AND GO EASTERLY ON A
 GH1026'GRAVELLED ROAD FOR 1.65 MILES TO THE TOP OF A HILL AND THE
 GH1026'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 GH1026'STATION, CONTINUE EASTERLY ON THE GRAVELLED ROAD FOR 0.35 MILE TO
 GH1026'WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT AND FOLLOW THE
 GH1026'MAIN ROAD SOUTHERLY FOR 0.1 MILE TO THE TOP OF A HILL AND THE
 GH1026'AZIMUTH MARK ON THE RIGHT.
 GH1026'
 GH1026'THE STATION IS A STANDARD DISK, STAMPED LONGWOOD 1963, SET IN
 GH1026'THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH IS FLUSH WITH
 GH1026'THE GROUND.  IT IS ABOUT 150 FEET WEST-SOUTHWEST OF A ROCK
 GH1026'GATEPOST, ABOUT 100 FEET EAST OF WHERE THE GRAVELLED ROAD
 GH1026'STARTS DOWNHILL, 43 FEET EAST OF AN EAST GATEPOST, 21.5 FEET
 GH1026'SOUTH OF THE CENTERLINE OF THE ROAD AND 4 FEET NORTH OF A
 GH1026'FENCELINE.
 GH1026'
 GH1026'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONGWOOD NO 1 1963,
 GH1026'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 GH1026'PROJECTS ABOUT 4 INCHES.  IT IS 24 FEET SOUTH OF THE CENTERLINE
 GH1026'OF THE ROAD, 1.5 FEET WEST OF A ROCK OUTCROP, 1 FOOT NORTH OF
 GH1026'A FENCELINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH1026'
 GH1026'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONGWOOD NO 2 1963,
 GH1026'SET IN A DRILL HOLE IN A 3 FT X 5 FT BOULDER WHICH PROJECTS
 GH1026'ABOUT 2 FEET.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 GH1026'15.5 FEET EAST OF AN EAST GATEPOST, 5 FEET WEST OF A ROCK
 GH1026'FENCEPOST, 2 FEET NORTH OF A FENCELINE AND ABOUT 3 FEET HIGHER
 GH1026'THAN THE STATION.
 GH1026'
 GH1026'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LONGWOOD NO 3 1963,
 GH1026'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 GH1026'PROJECTS ABOUT 6 INCHES.  IT IS 22 FEET NORTH OF THE CENTERLINE
 GH1026'OF THE ROAD, 1 FOOT SOUTH OF A FENCELINE AND ABOUT 2 FEET
 GH1026'HIGHER THAN THE STATION.
 GH1026'
 GH1026'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONGWOOD 1963,
 GH1026'SET IN A DRILL HOLE IN A 3 FT X 5 FT BOULDER WHICH PROJECTS ABOUT
 GH1026'1-1/2 FEET.  IT IS ABOUT 150 FEET NORTHEAST OF A FARM POND,
 GH1026'31 FEET WEST OF THE CENTERLINE OF A GRAVELLED ROAD, 23 FEET
 GH1026'NORTH OF A POWERLINE POLE AND 2 FEET EAST OF A FENCELINE.
 GH1026
 GH1026                          STATION RECOVERY (1977)
 GH1026
 GH1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GH1026'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 GH1026'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 GH1026'NOT FOUND.  REFERENCE MARK 3 WAS RECOVERED IN A DANAGERED POSITION,
 GH1026'IN EDGE OF CUTBANK FOR DITCH.  THIS DATE THE UNDERGROUND STATION
 GH1026'MARK POINT WAS HELD AND NEW STATION MARKS WERE SET IN THE
 GH1026'ORIGINAL POSITION, BUT LOWER.  REFERENCE MARK 4 WAS
 GH1026'ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK 1 AND
 GH1026'REFERENCE MARK 3 CHECKED THE PREVIOUS DISTANCE GOOD.  THE ANGLE
 GH1026'BETWEEN THE AZIMUTH MARK AND REFERENCE MARK 1 MISSED THE PREVIOUS
 GH1026'ANGLE 8 MINUTES 39 SECONDS.  THE ANGLE BETWEEN THE AZIMUTH MARK AND
 GH1026'REFERENCE MARK 3 MISSED THE PREVIOUS ANGLE 5 MINUTES 19 SECONDS.
 GH1026'
 GH1026'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 GH1026'
 GH1026'THE STATION IS LOCATED ABOUT 8 MILES WEST OF KAW CITY AND ABOUT 6
 GH1026'MILES NORTHEAST OF PONCA CITY ADN ON THE SOUTH SIDE OF A GRAVELED
 GH1026'ROAD.
 GH1026'
 GH1026'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 77 AND LAKE
 GH1026'ROAD ALONG THE EAST SIDE OF PONCA CITY, GO EAST ON LAKE ROAD FOR 4.0
 GH1026'MILES TO A CROSSROAD AND SIGN LAKEWOOD BAPTIST CHURCH 1 MILE NORTH.
 GH1026'TURN LEFT AND GO NORTH ON A SURFACED AND GRAVELED ROAD FOR 2.0
 GH1026'MILES TO A T-ROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 GH1026'1.0 MILE TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 GH1026'THE GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 GH1026'LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO A T-ROAD.
 GH1026'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.35 MILE TO BREAK
 GH1026'OF HILL AND THE STATION ON THE LEFT.
 GH1026'
 GH1026'THE STATION MARKS ARE STANDARD DISKS STAMPED, LONGWOOD 1963 1977.
 GH1026'
 GH1026'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 GH1026'THAT IS 2 INCHES BELOW THE GROUND.  IT IS 19 FEET SOUTH OF THE
 GH1026'CENTER OF THE GRAVELED ROAD, 12.5 FEET NORTHWEST OF AN 8-INCH FENCE
 GH1026'POST (WEST 1 OF 3), 6.5 FEET NORTH OF A FENCELINE, 2.5 FEET EAST
 GH1026'OF A METAL WITNESS POST, ABOUT 3 FEET LOWER THAN THE CUTBANK AND
 GH1026'ABOUT 4 FEET HIGHER THAT THE ROAD.  THE UNDERGROUND DISK IS SET IN
 GH1026'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND.
 GH1026'
 GH1026'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, LONGWOOD NO 1 1963,
 GH1026'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 GH1026'INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF THE CENTER
 GH1026'OF THE GRAVELED ROAD, 2 FEET EAST OF A FENCE POST (CENTER 1 OF 3)
 GH1026'AND 1.5 FEET NORTH OF A FENCE.
 GH1026'
 GH1026'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, LONGWOOD NO 3 1963, SET
 GH1026'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 GH1026'ABOVE THE GROUND SURFACE.  IT IS 23.5 FEET NORTH OF THE CENTER OF
 GH1026'THE GRAVELED ROAD, 1 FOOT SOUTH OF A FENCELINE AND ABOUT 3.5 FEET
 GH1026'HIGHER THAN THE STATION AND AT EDGE OF DITCH CUT.
 GH1026'
 GH1026'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 GH1026'LONGWOOD 1963 NO 4 1977 AND PROJECTS 3 INCHES ABOVE THE GROUND
 GH1026'SURFACE.  IT IS 21 FEET EAST OF A TELEPHONE POLE, 25 FEET NORTH OF
 GH1026'THE CENTER OF THE GRAVELED ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS
 GH1026'POST AND 6 INCHES SOUTH OF A FENCELINE.
 GH1026'
 GH1026'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LONGWOOD 1963, CEMENTED
 GH1026'IN A DRILL HOLE IN A 3 FEET BY 5 FEET BOULDER THAT PROJECTS 1.5 FEET
 GH1026'ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER A
 GH1026'GRAVELED ROAD, 23 FEET NORTH OF A POWER POLE, 2 FEET EAST OF A
 GH1026'NORTH-SOUTH FENCE AND ABOUT 150 FEET NORTHEAST OF A FARM POND.
 GH1026'
 GH1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 GH1026'OF PONCA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1045 ***********************************************************************
 FH1045  DESIGNATION -  LOOKOUT
 FH1045  PID         -  FH1045
 FH1045  STATE/COUNTY-  OK/MUSKOGEE
 FH1045  COUNTRY     -  US
 FH1045  USGS QUAD   -  FORT GIBSON DAM (2019)
 FH1045
 FH1045                         *CURRENT SURVEY CONTROL
 FH1045  ______________________________________________________________________
 FH1045* NAD 83(1993) POSITION- 35 46 28.91065(N) 095 08 27.08696(W)   ADJUSTED
 FH1045* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 FH1045  ______________________________________________________________________
 FH1045  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 FH1045  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 FH1045  HORZ ORDER      -  FIRST
 FH1045
 FH1045.The horizontal coordinates were established by classical geodetic methods
 FH1045.and adjusted by the National Geodetic Survey in November 1994.
 FH1045
 FH1045.The orthometric height was scaled from a topographic map.
 FH1045
 FH1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1045.GEOID18 height accuracy estimate available here.
 FH1045
 FH1045.Click photographs - Photos may exist for this station.
 FH1045
 FH1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1045
 FH1045. The following values were computed from the NAD 83(1993) position.
 FH1045
 FH1045;                    North         East     Units Scale Factor Converg.
 FH1045;SPC OK N     -    89,760.986   858,476.656   MT  0.99996876   +1 41 14.3
 FH1045;SPC OK N     -   294,490.83  2,816,518.83   sFT  0.99996876   +1 41 14.3
 FH1045;UTM  15      - 3,961,073.644   306,487.895   MT  1.00006146   -1 15 07.0
 FH1045
 FH1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1045!SPC OK N     -   0.99995247  x   0.99996876  =   0.99992123
 FH1045!UTM  15      -   0.99995247  x   1.00006146  =   1.00001393
 FH1045
 FH1045:                Primary Azimuth Mark                     Grid Az
 FH1045:SPC OK N     -  LOOKOUT AZ MK                            062 27 07.8
 FH1045:UTM  15      -  LOOKOUT AZ MK                            065 23 29.1
 FH1045
 FH1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0648761073(NAD 83)
 FH1045
 FH1045|---------------------------------------------------------------------|
 FH1045| PID    Reference Object                     Distance      Geod. Az  |
 FH1045|                                                           dddmmss.s |
 FH1045| FH1046 US FOREST SERVICE LOT CEN            11.513 METERS 04535     |
 FH1045| CI2383 LOOKOUT AZ MK                                      0640822.1 |
 FH1045| CI2384 LOOKOUT RM 1                         22.708 METERS 09857     |
 FH1045| CI2385 LOOKOUT RM 2                         26.560 METERS 17235     |
 FH1045| FH1087 MUSKOGEE RBANK PWR PLT E STK        APPROX.14.2 KM 2651636.7 |
 FH1045| FH1084 FORT GIBSON MUNICIPAL TANK          APPROX.10.7 KM 2910222.9 |
 FH1045|---------------------------------------------------------------------|
 FH1045
 FH1045                          SUPERSEDED SURVEY CONTROL
 FH1045
 FH1045  NAD 83(1986)-  35 46 28.92853(N)    095 08 27.06907(W) AD(       ) 1
 FH1045  NAD 27      -  35 46 28.57800(N)    095 08 26.22800(W) AD(       ) 1
 FH1045
 FH1045.Superseded values are not recommended for survey control.
 FH1045
 FH1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1045.See file dsdata.pdf to determine how the superseded data were derived.
 FH1045
 FH1045_MARKER: DS = TRIANGULATION STATION DISK
 FH1045_SETTING: 66 = SET IN ROCK OUTCROP
 FH1045_STAMPING: LOOKOUT 1940
 FH1045_MARK LOGO: CGS
 FH1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1045+STABILITY: POSITION/ELEVATION WELL
 FH1045
 FH1045  HISTORY     - Date     Condition        Report By
 FH1045  HISTORY     - 1940     MONUMENTED       CGS
 FH1045  HISTORY     - 1945     GOOD             LOCSUR
 FH1045  HISTORY     - 1960     GOOD             CGS
 FH1045
 FH1045                          STATION DESCRIPTION
 FH1045
 FH1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1045'STATION IS LOCATED ABOUT 13 MILES N OF E OF MUSKOGEE, 7
 FH1045'MILES S OF E OF FORT GIBSON, 37.7 FEET SSW OF A SMALL STEEL
 FH1045'LOOKOUT TOWER WHICH IS ON THE HIGHEST POINT OF A WOODED RIDGE
 FH1045'LYING N OF MAYNARD BAYOU.
 FH1045'
 FH1045'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1045'WEDGED IN DRILL HOLES.
 FH1045'
 FH1045'THE STATION MARK IS SET IN A FLAT EXPOSED PORTION OF BEDROCK
 FH1045'ABOUT 3 FEET BY 2 FEET, FLUSH WITH THE GROUND, 10.8 FEET S
 FH1045'OF A WHITE WITNESS POST WHICH HAS BEEN RIGIDLY CLAMPED TO
 FH1045'A SMALL OAK TREE, AND IS STAMPED LOOKOUT 1940.
 FH1045'
 FH1045'REFERENCE MARK NO.1 IS SET IN A FLAT EXPOSED PORTION OF
 FH1045'BEDROCK, FLUSH WITH THE GROUND, ESE, AND 1 FOOT BELOW THE
 FH1045'STATION, STAMPED LOOKOUT NO.1, 1940.  REFERENCE MARK NO.2
 FH1045'IS SET IN A FLAT EXPOSED PORTION OF BEDROCK, FLUSH WITH
 FH1045'THE GROUND, 6.0 FEET SW OF TRIANGLE BLAZE ON SMALL OAK TREE,
 FH1045'1 FOOT BELOW STATION, AND IS STAMPED LOOKOUT NO.2, 1940.
 FH1045'
 FH1045'THE AZIMUTH MARK IS 1/4 MILE ENE OF STATION IN HEAVY TIMBER
 FH1045'ON THE N SLOPE OF RIDGE, ABOUT 30 FEET S OF THE BREAK OFF
 FH1045'POINT OF RIDGE, 5.0 FEET W OF WHITE WITNESS POST, FLUSH WITH
 FH1045'THE GROUND, AND STAMPED LOOKOUT 1940.
 FH1045'
 FH1045'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 69 AT
 FH1045'THE NE EDGE OF MUSKOGEE BY GOING E ON U.S. HIGHWAY 62 FOR
 FH1045'3.8 MILES TO JUNCTION WITH STATE HIGHWAY 10 WHERE U.S. HIGHWAY
 FH1045'62 TURNS LEFT (N) AND STATE HIGHWAY 10 CONTINUES STRAIGHT
 FH1045'AHEAD (E), FOLLOW STATE HIGHWAY 10 E AND S FOR 5.25 MILES
 FH1045'TO TOP OF A LONG GRADE AT MACK LIGONS STORE, TURN SHARP
 FH1045'LEFT (E) ON N SIDE OF STORE AND FOLLOW MAIN-TRAVELED DIRT ROAD
 FH1045'0.5 MILE, TURN LEFT (N) AND GO 0.5 MILE, TURN RIGHT (E) AND
 FH1045'GO 2.5 MILES TO RUINS OF HOUSE ON RIGHT AND WIRE GATE ON LEFT
 FH1045'AT SIGN FIRE TRAIL.  PASS THROUGH GATE AND FOLLOW MAIN TRAIL
 FH1045'AND SIGNS 0.65 MILE TO FORK, TAKE LEFT FORK AND GO 0.1
 FH1045'MILE, TAKE RIGHT FORK AND GO 0.7 MILE, TAKE LEFT FORK AND
 FH1045'GO 0.15 MILE TO CLEARING AT HEAD OF SMALL VALLEY, BEAR
 FH1045'LEFT INTO VALLEY AND FOLLOW FIRE TRAIL N 0.35 MILE TO
 FH1045'POINT WHERE FIRE TRAIL STARTS TO PASS TO LEFT OF A
 FH1045'RIDGE, BEAR RIGHT (NE) GOING UP STEEP SLOPE TO HIGHEST
 FH1045'PART OF RIDGE AND STATION NEAR LOOKOUT TOWER, A TOTAL
 FH1045'DISTANCE OF ABOUT 0.2 MILE.
 FH1045'
 FH1045'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1045
 FH1045                          STATION RECOVERY (1945)
 FH1045
 FH1045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945 (KSU)
 FH1045'LETTER FROM MAJOR KENNETH S. ULM, 618 FA OBSN. BN., CAMP GRUBER,
 FH1045'OKLAHOMA, DATED MAY 18, 1945-
 FH1045'
 FH1045'STATION RECOVERED IN GOOD CONDITION.
 FH1045
 FH1045                          STATION RECOVERY (1960)
 FH1045
 FH1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1045'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1045'THERE IS A SMALL LOOKOUT TOWER NEAR THE STATION BUT IT IS
 FH1045'NOT HIGH ENOUGH TO BE VISABLE ABOVE THE TREES.  THE STATION
 FH1045'MARK IS IN THE CENTER OF FOUR CONCRETE FOOTINGS THAT HAS
 FH1045'SUPPORTED A WOODEN SIGNAL.  THE AZIMUTH MARK IS ABOUT 0.15
 FH1045'MILE EAST-NORTHEAST OF THE STATION, NEAR POINT WHERE RIDGE
 FH1045'STARTS TO DROP OFF SHARPLY TO EAST AND NORTH AND IS 3 FEET
 FH1045'NORTHWEST OF A 3-FOOT ROCK CAIRN THAT HAS BEEN BUILT AROUND
 FH1045'THE OLD WITNESS POST.
 FH1045'
 FH1045'AN ATTEMPT WAS MADE TO REACH THE STATION FROM THE SOUTH
 FH1045'BUT IT APPEARS A TRUCK CAN BE DRIVEN NEARER TO THE STATION
 FH1045'BY APPROACHING FROM THE NORTH.
 FH1045'
 FH1045'TO REACH FROM FORT GIBSON, FROM THE JUNCTION OF U.S. HIGHWAY
 FH1045'62 AND STATE HIGHWAY 10 AND 80, GO EAST ON U.S. 62 FOR 6.5
 FH1045'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 FH1045'1.05 MILES TO POINT WHERE MAIN ROAD TURNS LEFT AT A WIRE
 FH1045'GATE STRAIGHT AHEAD AND END OF TRUCK TRAVEL.  THE STATION
 FH1045'IS ON THE SUMMIT OF THE FIRST HIGH RIDGE TO THE SOUTH-SOUTHWEST.
 FH1045'PACK SOUTH TO SADDLE THEN WEST ALONG RIDGE TO HIGHEST POINT
 FH1045'AND STATION.  AN OLD ROAD SKIRTS AROUND THE NORTH EDGE OF
 FH1045'RIDGE BUT PASSES STATION AT A LOWER ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1024 ***********************************************************************
 EM1024  DESIGNATION -  LOONEY
 EM1024  PID         -  EM1024
 EM1024  STATE/COUNTY-  OK/HARMON
 EM1024  COUNTRY     -  US
 EM1024  USGS QUAD   -  DUKE SW (2018)
 EM1024
 EM1024                         *CURRENT SURVEY CONTROL
 EM1024  ______________________________________________________________________
 EM1024* NAD 83(1993) POSITION- 34 34 08.82244(N) 099 41 02.22460(W)   ADJUSTED
 EM1024* NAVD 88 ORTHO HEIGHT -   467.    (meters)     1532.    (feet) SCALED
 EM1024  ______________________________________________________________________
 EM1024  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 EM1024  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 EM1024  HORZ ORDER      -  THIRD
 EM1024
 EM1024.The horizontal coordinates were established by classical geodetic methods
 EM1024.and adjusted by the National Geodetic Survey in November 1994.
 EM1024
 EM1024.The orthometric height was scaled from a topographic map.
 EM1024
 EM1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1024.GEOID18 height accuracy estimate available here.
 EM1024
 EM1024.Click photographs - Photos may exist for this station.
 EM1024
 EM1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1024
 EM1024. The following values were computed from the NAD 83(1993) position.
 EM1024
 EM1024;                    North         East     Units Scale Factor Converg.
 EM1024;SPC OK S     -   138,366.025   445,490.756   MT  0.99993598   -0 57 21.0
 EM1024;SPC OK S     -   453,955.87  1,461,580.92   sFT  0.99993598   -0 57 21.0
 EM1024;UTM  14      - 3,825,473.984   437,262.384   MT  0.99964851   -0 23 17.1
 EM1024
 EM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1024!SPC OK S     -   0.99993107  x   0.99993598  =   0.99986705
 EM1024!UTM  14      -   0.99993107  x   0.99964851  =   0.99957960
 EM1024
 EM1024:                Primary Azimuth Mark                     Grid Az
 EM1024:SPC OK S     -  LOONEY AZ MK                             171 44 43.7
 EM1024:UTM  14      -  LOONEY AZ MK                             171 10 39.8
 EM1024
 EM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3726225473(NAD 83)
 EM1024
 EM1024|---------------------------------------------------------------------|
 EM1024| PID    Reference Object                     Distance      Geod. Az  |
 EM1024|                                                           dddmmss.s |
 EM1024| CX8567 LOONEY RM 2                          12.262 METERS 00037     |
 EM1024| EM0983 ELDORADO MUNICIPAL TANK             APPROX.11.5 KM 1584006.1 |
 EM1024| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.10.5 KM 1600255.1 |
 EM1024| CX8565 LOONEY AZ MK                                       1704722.7 |
 EM1024| CX8566 LOONEY RM 1                          12.984 METERS 27231     |
 EM1024| EM1031 GOULD MUNICIPAL TANK                APPROX.13.8 KM 3244857.6 |
 EM1024|---------------------------------------------------------------------|
 EM1024
 EM1024                          SUPERSEDED SURVEY CONTROL
 EM1024
 EM1024  NAD 83(1986)-  34 34 08.82839(N)    099 41 02.21676(W) AD(       ) 3
 EM1024  NAD 27      -  34 34 08.58000(N)    099 41 00.87700(W) AD(       ) 3
 EM1024
 EM1024.Superseded values are not recommended for survey control.
 EM1024
 EM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1024.See file dsdata.pdf to determine how the superseded data were derived.
 EM1024
 EM1024_MARKER: DS = TRIANGULATION STATION DISK
 EM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1024_STAMPING: LOONEY 1948
 EM1024_MARK LOGO: CGS
 EM1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1024+STABILITY: SURFACE MOTION
 EM1024
 EM1024  HISTORY     - Date     Condition        Report By
 EM1024  HISTORY     - 1948     MONUMENTED       CGS
 EM1024  HISTORY     - 1963     GOOD             CGS
 EM1024  HISTORY     - 1973     GOOD             USAF
 EM1024
 EM1024                          STATION DESCRIPTION
 EM1024
 EM1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1024'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 EM1024'ELDORADO, ABOUT 8 MILES SOUTHWEST OF DUKE AND IS ON THE
 EM1024'RIGHT-OF-WAY OF A SECTION LINE ROAD.  IT IS SITUATED 28
 EM1024'FEET EAST OF THE CENTER OF THE ROAD, 5 FT SOUTHWEST OF A
 EM1024'REFERENCE POST AND 3 FEET WEST OF THE FENCE LINE.  THE DISK
 EM1024'IS STAMPED LOONEY 1948 AND PROJECTS 2 INCHES.
 EM1024'
 EM1024'REFERENCE MARK NO. 1 IS SET ACROSS THE ROAD FROM THE STATION,
 EM1024'12 FEET WEST OF CENTER OF THE ROAD AND IS IN THE FENCE LINE.
 EM1024'THE DISK IS STAMPED LOONEY NO 1 1948 AND PROJECTS 3 INCHES.
 EM1024'
 EM1024'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE FENCE LINE AND
 EM1024'PROJECTS 3 INCHES.  THE DISK IS STAMPED LOONEY NO 2 1948.
 EM1024'
 EM1024'THE AZIMUTH MARK IS SITUATED 10 FEET SOUTH OF THE CENTER
 EM1024'OF A DIRT ROAD, 3 FEET WEST OF A REFERENCE POST AND 1 FOOT
 EM1024'NORTH OF THE FENCE LINE.  THE DISK IS STAMPED LOONEY 1948
 EM1024'AND PROJECTS 4 INCHES.
 EM1024'
 EM1024'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DUKE,
 EM1024'GO WEST ON U.S. HIGHWAY 62 FOR 6.6 MILES TO A CROSS ROAD,
 EM1024'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 6.8 MILES TO THE
 EM1024'STATION ON THE LEFT AS DESCRIBED.
 EM1024'
 EM1024'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 EM1024'FOR 0.3 MILE TO A CROSSROAD.  THENCE GO EAST FOR 0.05 MILE
 EM1024'TO THE MARK ON THE RIGHT AS DESCRIBED.
 EM1024'
 EM1024'A 74 FOOT SIGNAL AT DUKE IS VISIBLE AT 4 FEET.
 EM1024'
 EM1024'A 4 FOOT SIGNAL AT GOULD 1923 IS VISIBLE AT 4 FEET.
 EM1024
 EM1024                          STATION RECOVERY (1963)
 EM1024
 EM1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1024'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM1024'R.M. NO. 1 WAS FOUND ABOUT 10 INCHES BELOW THE SURFACE OF
 EM1024'THE DIRT THAT HAS DRIFTED INTO THE OLD FENCE LINE.
 EM1024'
 EM1024'AZIMUTH MARK IS AT THE NORTH EDGE OF THE EAST-WEST SECTION
 EM1024'LINE FENCE ABOUT 100 YARDS EAST OF THE NORTH-SOUTH SECTION
 EM1024'LINE ROAD (THE DIRT ROAD USED AS A REFERENCE IN 1948 HAS
 EM1024'BEEN ABANDONED).
 EM1024'
 EM1024'THE ORIGINAL DESCRIPTION TO REACH FROM DUKE IS ADEQUATE.
 EM1024
 EM1024                          STATION RECOVERY (1973)
 EM1024
 EM1024'RECOVERY NOTE BY US AIR FORCE 1973
 EM1024'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EM1024'REFERENCE MARK NO. 1 WAS NOT SEARCHED FOR.  REFERENCE MARK NO. 2 WAS
 EM1024'FOUND TO BE UNSTABLE DUE TO DIRT ERODING FROM WEST SIDE OF
 EM1024'MONUMENT.  THE CROSSROADS INDICATED IN THE 1948 DESCRIPTION WAS
 EM1024'FOUND TO BE IN VERY BAD CONDITION DUE TO WEATHER CONDITIONS.
 EM1024'ANEW TO REACH FOLLOWS.
 EM1024'
 EM1024'TO REACH--TO REACH THE STATION FROM THE MAIN INTERSECTION OF U S
 EM1024'HIGHWAY 62 AND STATE HIGHWAY 30 IN HOLLIS, OKLAHOMA, GO EAST ON
 EM1024'HIGHWAY 62 FOR 12.35 MILES TO CROSSROADS.  TURN RIGHT, SOUTH, AND
 EM1024'PROCEED ON PAVED ROAD FOR 7.0 MILES TO CROSSROADS AND END OF
 EM1024'PAVEMENT.  TURN LEFT, EAST, AND GO 1.0 MILE ON GRAVEL ROAD TO
 EM1024'T-INTERSECTION.  TURN LEFT, NORTH, AND GO 0.25 MILE ON DIRT ROAD
 EM1024'TO FENCE CORNER AND STATION ON THE RIGHT.
 EM1024'
 EM1024'THE STATION IS LOCATED 28 FEET EAT OF CENTER OF ROAD, 5 FEET
 EM1024'SOUTHWEST OF A REFERENCE POST, AND 3 FEET WEST OF THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0917 ***********************************************************************
 EM0917  DESIGNATION -  LOTT
 EM0917  PID         -  EM0917
 EM0917  STATE/COUNTY-  OK/GREER
 EM0917  COUNTRY     -  US
 EM0917  USGS QUAD   -  GRANITE (2018)
 EM0917
 EM0917                         *CURRENT SURVEY CONTROL
 EM0917  ______________________________________________________________________
 EM0917* NAD 83(1993) POSITION- 34 59 14.51162(N) 099 28 37.98697(W)   ADJUSTED
 EM0917* NAVD 88 ORTHO HEIGHT -   527.    (meters)     1729.    (feet) SCALED
 EM0917  ______________________________________________________________________
 EM0917  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 EM0917  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 EM0917  HORZ ORDER      -  FIRST
 EM0917
 EM0917.The horizontal coordinates were established by classical geodetic methods
 EM0917.and adjusted by the National Geodetic Survey in November 1994.
 EM0917
 EM0917.The orthometric height was scaled from a topographic map.
 EM0917
 EM0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0917.GEOID18 height accuracy estimate available here.
 EM0917
 EM0917.Click photographs - Photos may exist for this station.
 EM0917
 EM0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0917
 EM0917. The following values were computed from the NAD 83(1993) position.
 EM0917
 EM0917;                    North         East     Units Scale Factor Converg.
 EM0917;SPC OK S     -   184,460.299   465,136.815   MT  0.99996063   -0 50 18.6
 EM0917;SPC OK S     -   605,183.50  1,526,036.37   sFT  0.99996063   -0 50 18.6
 EM0917;UTM  14      - 3,871,745.824   456,446.146   MT  0.99962338   -0 16 25.1
 EM0917
 EM0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0917!SPC OK S     -   0.99992135  x   0.99996063  =   0.99988199
 EM0917!UTM  14      -   0.99992135  x   0.99962338  =   0.99954476
 EM0917
 EM0917:                Primary Azimuth Mark                     Grid Az
 EM0917:SPC OK S     -  LOTT AZ MK                               285 35 08.6
 EM0917:UTM  14      -  LOTT AZ MK                               285 01 15.1
 EM0917
 EM0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5644671745(NAD 83)
 EM0917
 EM0917|---------------------------------------------------------------------|
 EM0917| PID    Reference Object                     Distance      Geod. Az  |
 EM0917|                                                           dddmmss.s |
 EM0917| CX8575 LOTT RM 1                            22.908 METERS 04714     |
 EM0917| CX8574 LOTT AZ MK                                         2844450.0 |
 EM0917| CX8576 LOTT RM 2                            51.745 METERS 35502     |
 EM0917|---------------------------------------------------------------------|
 EM0917
 EM0917                          SUPERSEDED SURVEY CONTROL
 EM0917
 EM0917  NAD 83(1986)-  34 59 14.51697(N)    099 28 37.98126(W) AD(       ) 1
 EM0917  NAD 27      -  34 59 14.31740(N)    099 28 36.66630(W) AD(       ) 1
 EM0917
 EM0917.Superseded values are not recommended for survey control.
 EM0917
 EM0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0917.See file dsdata.pdf to determine how the superseded data were derived.
 EM0917
 EM0917_MARKER: DS = TRIANGULATION STATION DISK
 EM0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0917_STAMPING: LOTT 1961
 EM0917_MARK LOGO: CGS
 EM0917_PROJECTION: RECESSED 30 CENTIMETERS
 EM0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0917+STABILITY: SURFACE MOTION
 EM0917
 EM0917  HISTORY     - Date     Condition        Report By
 EM0917  HISTORY     - 1961     MONUMENTED       CGS
 EM0917  HISTORY     - 1963     GOOD             CGS
 EM0917
 EM0917                          STATION DESCRIPTION
 EM0917
 EM0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0917'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF WILLOW
 EM0917'AND 1.4 MILES EAST OF U.S. HIGHWAY 283.
 EM0917'
 EM0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283
 EM0917'AND STATE HIGHWAY 9, WHICH IS 6 MILES NORTH OF MANGUM AND
 EM0917'7 MILES WEST OF GRANITE, GO NORTH ON U.S. HIGHWAY 283 FOR
 EM0917'2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO 1.0 MILE TO A
 EM0917'CROSSROAD, CONTINUE EAST FOR 0.4 MILE TO A GROUP OF OUTBUILDINGS
 EM0917'AND THE STATION ON THE LEFT AT THE TOP OF THE GRADE.
 EM0917'
 EM0917'THE STATION MARK IS A STANDARD DISK STAMPED LOTT 1961, SET
 EM0917'IN A CONCRETE CYLINDER THAT IS 1 FOOT BELOW THE SURFACE OF
 EM0917'THE GROUND IN A CULTIVATED FIELD.  IT IS 70 FEET WEST OF THE
 EM0917'CENTER OF A DRIVEWAY TO OUTBUILDINGS, 6.2 FEET NORTH OF
 EM0917'A RIGHT-OF-WAY FENCE AND 5.9 FEET NORTHWEST OF A WITNESS
 EM0917'POST.
 EM0917'
 EM0917'R.M. 1 IS A STANDARD DISK STAMPED LOTT NO 1 1961, SET IN A
 EM0917'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 12 FEET WEST
 EM0917'OF THE CENTER OF THE DRIVEWAY AND 3.8 FEET NORTHWEST OF
 EM0917'THE MOST NORTHERLY OF THE JUNIPERS BORDERING THE DRIVEWAY.
 EM0917'
 EM0917'R.M. 2 IS A STANDARD DISK STAMPED LOTT NO 2 1961, SET IN A
 EM0917'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 4.2 FEET
 EM0917'SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN
 EM0917'UNUSED POULTRY HOUSE.
 EM0917'
 EM0917'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOTT 1961, SET
 EM0917'IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 1.7
 EM0917'FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 EM0917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 EM0917'DIRT ROAD FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND GO
 EM0917'NORTH FOR 0.05 MILE TO THE MARK ON THE LEFT.
 EM0917
 EM0917                          STATION RECOVERY (1963)
 EM0917
 EM0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0917'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND
 EM0917'IN GOOD CONDITION.
 EM0917'
 EM0917'THE STATION IS 4-1/2 MILES SOUTH AND 2 MILES EAST OF WILLOW,
 EM0917'IN A CULTIVATED FIELD AT THE NORTH EDGE OF A EAST-WEST SECTION
 EM0917'LINE ROAD, SOUTH OF FARM BUILDINGS (NO HOUSE).  IN THE SW
 EM0917'1/4 OF SEC. 13, T. 6 N., R. 22 W.
 EM0917'
 EM0917'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH FROM THE FIRST
 EM0917'CROSSROAD WEST OF THE STATION INSTEAD OF 0.05 MILE.  THE
 EM0917'DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1088 ***********************************************************************
 EM1088  CBN         -  This is a Cooperative Base Network Control Station.
 EM1088  DESIGNATION -  LOUIS
 EM1088  PID         -  EM1088
 EM1088  STATE/COUNTY-  OK/HARMON
 EM1088  COUNTRY     -  US
 EM1088  USGS QUAD   -  LOUIS (2018)
 EM1088
 EM1088                         *CURRENT SURVEY CONTROL
 EM1088  ______________________________________________________________________
 EM1088* NAD 83(2011) POSITION- 34 31 58.77760(N) 099 46 16.86269(W)   ADJUSTED
 EM1088* NAD 83(2011) ELLIP HT-   432.413 (meters)        (06/27/12)   ADJUSTED
 EM1088* NAD 83(2011) EPOCH   -  2010.00
 EM1088* NAVD 88 ORTHO HEIGHT -   460.7   (meters)     1511.    (feet) GPS OBS
 EM1088  ______________________________________________________________________
 EM1088  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM1088  GEOID HEIGHT    -        -28.268 (meters)                     GEOID96
 EM1088  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 EM1088  NAD 83(2011) X  -   -892,765.367 (meters)                     COMP
 EM1088  NAD 83(2011) Y  - -5,184,013.446 (meters)                     COMP
 EM1088  NAD 83(2011) Z  -  3,595,552.819 (meters)                     COMP
 EM1088  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 EM1088
 EM1088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1088  Standards:
 EM1088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1088  -------------------------------------------------------------------
 EM1088  NETWORK    3.25   6.27           1.45   1.18   3.20      0.03880461
 EM1088  -------------------------------------------------------------------
 EM1088  Click here for local accuracies and other accuracy information.
 EM1088
 EM1088.The horizontal coordinates were established by GPS observations
 EM1088.and adjusted by the National Geodetic Survey in June 2012.
 EM1088
 EM1088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1088.been affixed to the stable North American tectonic plate. See 
 EM1088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1088
 EM1088.The horizontal coordinates are valid at the epoch date displayed above
 EM1088.which is a decimal equivalence of Year/Month/Day.
 EM1088
 EM1088.The orthometric height was determined by GPS observations and a
 EM1088.high-resolution geoid model.
 EM1088
 EM1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1088.GEOID18 height accuracy estimate available here.
 EM1088
 EM1088.Click photographs - Photos may exist for this station.
 EM1088
 EM1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1088
 EM1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1088
 EM1088.The ellipsoidal height was determined by GPS observations
 EM1088.and is referenced to NAD 83.
 EM1088
 EM1088. The following values were computed from the NAD 83(2011) position.
 EM1088
 EM1088;                    North         East     Units Scale Factor Converg.
 EM1088;SPC OK S     -   134,496.878   437,401.996   MT  0.99993634   -1 00 19.6
 EM1088;SPC OK S     -   441,261.84  1,435,043.05   sFT  0.99993634   -1 00 19.6
 EM1088;UTM  14      - 3,821,525.958   429,214.637   MT  0.99966176   -0 26 14.2
 EM1088
 EM1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1088!SPC OK S     -   0.99993213  x   0.99993634  =   0.99986847
 EM1088!UTM  14      -   0.99993213  x   0.99966176  =   0.99959391
 EM1088
 EM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2921421525(NAD 83)
 EM1088
 EM1088                          SUPERSEDED SURVEY CONTROL
 EM1088
 EM1088  NAD 83(2007)-  34 31 58.77762(N)    099 46 16.86347(W) AD(2002.00) 0
 EM1088  ELLIP H (02/10/07)  432.433  (m)                       GP(2002.00)    
 EM1088  ELLIP H (04/16/01)  432.390  (m)                       GP(       ) 4 2
 EM1088  NAD 83(1993)-  34 31 58.77782(N)    099 46 16.86300(W) AD(       ) B
 EM1088  ELLIP H (05/09/94)  432.410  (m)                       GP(       ) 4 2
 EM1088  NAVD 88 (01/13/95)  460.7    (m)  UNKNOWN  model used  GPS OBS        
 EM1088  NAVD 88 (05/09/94)  460.7    (m)  GEOID93  model used  GPS OBS        
 EM1088
 EM1088.Superseded values are not recommended for survey control.
 EM1088
 EM1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1088.See file dsdata.pdf to determine how the superseded data were derived.
 EM1088
 EM1088_MARKER: I = METAL ROD
 EM1088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1088_STAMPING: LOUIS 1993
 EM1088_MARK LOGO: NGS
 EM1088_PROJECTION: RECESSED 1 CENTIMETERS
 EM1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1088+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EM1088_ROD/PIPE-DEPTH: 6.40 meters
 EM1088_SLEEVE-DEPTH  : 00.9 meters
 EM1088
 EM1088  HISTORY     - Date     Condition        Report By
 EM1088  HISTORY     - 1993     MONUMENTED       NGS
 EM1088
 EM1088                          STATION DESCRIPTION
 EM1088
 EM1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1088'STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTH OF GOULD, 11 KM
 EM1088'(6.85 MI) NORTHWEST OF ELDORADO, 1.8 KM (1.10 MI) NORTH OF THE
 EM1088'HARMON-JACKSON COUNTY LINE, ALONG STATE HIGHWAY 5, ON THE
 EM1088'RIGHT-OF-WAY, ADJACENT TO A HAY FIELD (NO FENCE), IN THE NORTHWEST
 EM1088'1/4 OF SECTION 30, T 1 N, R 24 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EM1088'TRANSPORTATION.
 EM1088'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 62 AT GOULD, GO
 EM1088'SOUTH ON HIGHWAY 5 FOR 14.50 KM (9.00 MI) TO A HARMON WATER
 EM1088'CORPORATION GROUND WATER TANK ON THE LEFT.  CONTINUE AHEAD, SOUTH, ON
 EM1088'HIGHWAY 5 FOR 0.50 KM (0.30 MI) TO A CROSSROAD.  CONTINUE AHEAD,
 EM1088'SOUTH, ON HIGHWAY 5 FOR 0.35 KM (0.20 MI) TO THE STATION ON THE LEFT,
 EM1088'117 M (383.9 FT) AFTER PASSING A TRACK ROAD LEFT LEADING TO HIGH
 EM1088'GROUND.
 EM1088'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EM1088'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 EM1088'WITH LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 EM1088'14.3 M (46.9 FT) EAST FROM, AND LEVEL WITH THE HIGHWAY CENTER, 47.2 M
 EM1088'(154.9 FT) SOUTHEAST FROM A UTILITY POLE (FIRST POLE SOUTH OF TRACK
 EM1088'ROAD), AND 46.7 M (153.2 FT) NORTHEAST FROM A UTILITY POLE (SECOND
 EM1088'SOUTH OF TRACK ROAD), 1.2 M (3.9 FT) NORTH OF A METAL WITNESS POST,
 EM1088'1.2 M (3.9 FT) SOUTH OF A METAL WITNESS POST, 1.1 M (3.6 FT) EAST OF
 EM1088'A METAL WITNESS POST, AND 1.1 M (3.6 FT) WEST FROM A FIBERGLASS
 EM1088'WITNESS POST.
 EM1088'DESCRIBED BY D.G. AUG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1034 ***********************************************************************
 EM1034  DESIGNATION -  LOUIS HIGH SCHOOL CUPOLA
 EM1034  PID         -  EM1034
 EM1034  STATE/COUNTY-  OK/HARMON
 EM1034  COUNTRY     -  US
 EM1034  USGS QUAD   -  LOUIS (2018)
 EM1034
 EM1034                         *CURRENT SURVEY CONTROL
 EM1034  ______________________________________________________________________
 EM1034* NAD 83(1993) POSITION- 34 33 41.92366(N) 099 48 21.40826(W)   ADJUSTED
 EM1034  ______________________________________________________________________
 EM1034  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 EM1034  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 EM1034  HORZ ORDER      -  THIRD
 EM1034
 EM1034.The horizontal coordinates were established by classical geodetic methods
 EM1034.and adjusted by the National Geodetic Survey in November 1994.
 EM1034
 EM1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1034.GEOID18 height accuracy estimate available here.
 EM1034
 EM1034.Click photographs - Photos may exist for this station.
 EM1034
 EM1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1034
 EM1034. The following values were computed from the NAD 83(1993) position.
 EM1034
 EM1034;                    North         East     Units Scale Factor Converg.
 EM1034;SPC OK S     -   137,730.836   434,283.512   MT  0.99993602   -1 01 30.3
 EM1034;SPC OK S     -   451,871.92  1,424,811.82   sFT  0.99993602   -1 01 30.3
 EM1034;SPC TXNC     - 2,321,810.626   480,126.906   MT  1.00022037   -0 42 44.1
 EM1034;SPC TXNC     - 7,617,473.70  1,575,216.36   sFT  1.00022037   -0 42 44.1
 EM1034;UTM  14      - 3,824,727.971   426,065.102   MT  0.99966738   -0 27 26.0
 EM1034
 EM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2606524727(NAD 83)
 EM1034
 EM1034                          SUPERSEDED SURVEY CONTROL
 EM1034
 EM1034  NAD 83(1986)-  34 33 41.92923(N)    099 48 21.40061(W) AD(       ) 3
 EM1034  NAD 27      -  34 33 41.68500(N)    099 48 20.05500(W) AD(       ) 3
 EM1034  USSD        -  34 33 41.63600(N)    099 48 20.43400(W) AD(       ) 3
 EM1034
 EM1034.Superseded values are not recommended for survey control.
 EM1034
 EM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1034.See file dsdata.pdf to determine how the superseded data were derived.
 EM1034
 EM1034_MARKER: 86 = CUPOLA
 EM1034
 EM1034  HISTORY     - Date     Condition        Report By
 EM1034  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM1034  HISTORY     - 1934     GOOD             CGS
 EM1034
 EM1034                          STATION DESCRIPTION
 EM1034
 EM1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1034'A SQUARE FRAME BUILDING WITH CUPOLA.
 EM1034
 EM1034                          STATION RECOVERY (1934)
 EM1034
 EM1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1034'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0656 ***********************************************************************
 GJ0656  DESIGNATION -  LOVEDALE
 GJ0656  PID         -  GJ0656
 GJ0656  STATE/COUNTY-  OK/HARPER
 GJ0656  COUNTRY     -  US
 GJ0656  USGS QUAD   -  SELMAN (2018)
 GJ0656
 GJ0656                         *CURRENT SURVEY CONTROL
 GJ0656  ______________________________________________________________________
 GJ0656* NAD 83(1997) POSITION- 36 48 47.42420(N) 099 24 10.33925(W)   ADJUSTED
 GJ0656* NAVD 88 ORTHO HEIGHT -   584.    (meters)     1916.    (feet) SCALED
 GJ0656  ______________________________________________________________________
 GJ0656  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GJ0656  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 GJ0656  HORZ ORDER      -  FIRST
 GJ0656
 GJ0656.The horizontal coordinates were established by classical geodetic methods
 GJ0656.and adjusted by the National Geodetic Survey in October 1998.
 GJ0656
 GJ0656.The orthometric height was scaled from a topographic map.
 GJ0656
 GJ0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0656.GEOID18 height accuracy estimate available here.
 GJ0656
 GJ0656.Click photographs - Photos may exist for this station.
 GJ0656
 GJ0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0656
 GJ0656. The following values were computed from the NAD 83(1997) position.
 GJ0656
 GJ0656;                    North         East     Units Scale Factor Converg.
 GJ0656;SPC OK N     -   202,088.613   474,826.420   MT  1.00000882   -0 49 40.4
 GJ0656;SPC OK N     -   663,019.06  1,557,826.35   sFT  1.00000882   -0 49 40.4
 GJ0656;UTM  14      - 4,074,223.114   464,066.438   MT  0.99961591   -0 14 29.1
 GJ0656
 GJ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0656!SPC OK N     -   0.99991274  x   1.00000882  =   0.99992156
 GJ0656!UTM  14      -   0.99991274  x   0.99961591  =   0.99952869
 GJ0656
 GJ0656:                Primary Azimuth Mark                     Grid Az
 GJ0656:SPC OK N     -  LOVEDALE AZ MK                           359 39 57.7
 GJ0656:UTM  14      -  LOVEDALE AZ MK                           359 04 46.4
 GJ0656
 GJ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6406674223(NAD 83)
 GJ0656
 GJ0656|---------------------------------------------------------------------|
 GJ0656| PID    Reference Object                     Distance      Geod. Az  |
 GJ0656|                                                           dddmmss.s |
 GJ0656| CK9316 LOVEDALE RM 1                        22.650 METERS 21536     |
 GJ0656| CK9317 LOVEDALE RM 2                        30.258 METERS 31947     |
 GJ0656| CK9315 LOVEDALE AZ MK                                     3585017.3 |
 GJ0656|---------------------------------------------------------------------|
 GJ0656
 GJ0656                          SUPERSEDED SURVEY CONTROL
 GJ0656
 GJ0656  NAD 83(1993)-  36 48 47.42434(N)    099 24 10.33963(W) AD(       ) 1
 GJ0656  NAD 83(1986)-  36 48 47.42946(N)    099 24 10.32405(W) AD(       ) 1
 GJ0656  NAD 27      -  36 48 47.31962(N)    099 24 08.92936(W) AD(       ) 1
 GJ0656
 GJ0656.Superseded values are not recommended for survey control.
 GJ0656
 GJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0656.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0656
 GJ0656_MARKER: DS = TRIANGULATION STATION DISK
 GJ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0656_STAMPING: LOVEDALE 1935
 GJ0656_MARK LOGO: CGS
 GJ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0656+STABILITY: SURFACE MOTION
 GJ0656
 GJ0656  HISTORY     - Date     Condition        Report By
 GJ0656  HISTORY     - 1935     MONUMENTED       CGS
 GJ0656
 GJ0656                          STATION DESCRIPTION
 GJ0656
 GJ0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0656'STATION IS LOCATED IN THE SOUTHWEST CORNER OF SOUTHWEST QUARTER
 GJ0656'OF SEC. 18, T. 27 N., R. 20 W., ABOUT 3 MILES NORTH AND 1
 GJ0656'MILE WEST OF LOVEDALE STORE AND RAILROAD STATION AND 5 MILES
 GJ0656'EAST, 3/4 MILE NORTH OF SELMAN, ON THE HIGHEST POINT OF A
 GJ0656'HIGH GRASSY HILL JUST EAST OF AN OLD ROAD.
 GJ0656'
 GJ0656'REACHED FROM LOVEDALE RAILROAD STATION AND STORE BY GOING
 GJ0656'NORTH ON GRADED DIRT ROAD 2.1 MILES TO A T-FORK, THEN TURN
 GJ0656'LEFT AND GO WEST 0.65 MILE, THEN RIGHT (NORTH) 0.3 MILE, THEN
 GJ0656'LEFT (WEST) 0.35 MILE.  LEAVE GRADED DIRT ROAD THERE, TURN RIGHT
 GJ0656'THROUGH A WIRE GATE AND FOLLOW AN UNIMPROVED ROAD NORTHEAST
 GJ0656'UP HILL 0.6 MILE TO CROSS FENCES AT SECTION CORNER.  GO
 GJ0656'THROUGH TWO GATES AND GO NORTH, FOLLOWING OLD ROAD ALONG
 GJ0656'EAST SIDE OF FENCE ABOUT 0.05 MILE TOP OF HILL AND STATION.
 GJ0656'
 GJ0656'STATION IS ABOUT 285 FEET NORTH OF SECTION CORNER, 44 FEET
 GJ0656'EAST OF NORTH-AND-SOUTH FENCE LINE, 16 FEET EAST OF CENTERLINE
 GJ0656'OF OLD ROAD.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 GJ0656'OF THE GROUND.
 GJ0656'
 GJ0656'REFERENCE MARK NO. 1 IS 22.650 METERS (74.31 FEET) SOUTHWEST OF
 GJ0656'STATION ON NORTH-AND-SOUTH FENCE LINE.  MARK PROJECTS ABOUT
 GJ0656'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0656'
 GJ0656'REFERENCE MARK NO 2 IS 20.258 METERS (66.46 FEET) NORTHWEST OF
 GJ0656'STATION ON NORTH-AND-SOUTH FENCE LINE.  MARK PROJECTS ABOUT
 GJ0656'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0656'
 GJ0656'AZIMUTH MARK IS ON TOP OF HILL APPROXIMATELY 0.4 MILE NORTH
 GJ0656'OF STATION, ON NORTH-AND-SOUTH FENCE LINE.  MARK PROJECTS ABOUT
 GJ0656'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0656'
 GJ0656'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0656'BRONZE DISKS SET IN CONCRETE.
 GJ0656'
 GJ0656'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0730 ***********************************************************************
 EM0730  DESIGNATION -  LOVELAND
 EM0730  PID         -  EM0730
 EM0730  STATE/COUNTY-  OK/TILLMAN
 EM0730  COUNTRY     -  US
 EM0730  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0730
 EM0730                         *CURRENT SURVEY CONTROL
 EM0730  ______________________________________________________________________
 EM0730* NAD 83(1993) POSITION- 34 22 24.12337(N) 098 40 45.36200(W)   ADJUSTED
 EM0730* NAVD 88 ORTHO HEIGHT -   344.5   (meters)     1130.    (feet) VERTCON3
 EM0730  ______________________________________________________________________
 EM0730  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 EM0730  LAPLACE CORR    -          4.03  (seconds)                    DEFLEC18
 EM0730  HORZ ORDER      -  SECOND
 EM0730
 EM0730.The horizontal coordinates were established by classical geodetic methods
 EM0730.and adjusted by the National Geodetic Survey in November 1994.
 EM0730
 EM0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0730
 EM0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0730.GEOID18 height accuracy estimate available here.
 EM0730
 EM0730.Click photographs - Photos may exist for this station.
 EM0730
 EM0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0730
 EM0730. The following values were computed from the NAD 83(1993) position.
 EM0730
 EM0730;                    North         East     Units Scale Factor Converg.
 EM0730;SPC OK S     -   115,574.036   537,525.988   MT  0.99994268   -0 23 08.0
 EM0730;SPC OK S     -   379,179.15  1,763,533.18   sFT  0.99994268   -0 23 08.0
 EM0730;UTM  14      - 3,803,602.097   529,488.816   MT  0.99961072   +0 10 51.9
 EM0730
 EM0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0730!SPC OK S     -   0.99995011  x   0.99994268  =   0.99989280
 EM0730!UTM  14      -   0.99995011  x   0.99961072  =   0.99956085
 EM0730
 EM0730:                Primary Azimuth Mark                     Grid Az
 EM0730:SPC OK S     -  FREDERICK N MUNICIPAL TANK               276 00 19.6
 EM0730:UTM  14      -  FREDERICK N MUNICIPAL TANK               275 26 19.7
 EM0730
 EM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2948803602(NAD 83)
 EM0730
 EM0730|---------------------------------------------------------------------|
 EM0730| PID    Reference Object                     Distance      Geod. Az  |
 EM0730|                                                           dddmmss.s |
 EM0730| CX8578 LOVELAND RM 1                        19.247 METERS 00519     |
 EM0730| EM0733 CHATTANOOGA MUNICIPAL TANK          APPROX. 5.6 KM 0212050.5 |
 EM0730| EM0725 FAXON MUNICIPAL TANK                APPROX.13.1 KM 0441515.6 |
 EM0730| CX8577 LOVELAND AZ MK                                     1811805.9 |
 EM0730| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.16.5 KM 1814453.0 |
 EM0730| CX8579 LOVELAND RM 2                        32.433 METERS 25632     |
 EM0730| EM0922 FREDERICK N MUNICIPAL TANK          APPROX.31.6 KM 2753711.6 |
 EM0730| CX8580 LOVELAND RM 3                                      3552625.6 |
 EM0730|---------------------------------------------------------------------|
 EM0730
 EM0730                          SUPERSEDED SURVEY CONTROL
 EM0730
 EM0730  NAD 83(1986)-  34 22 24.12832(N)    098 40 45.34679(W) AD(       ) 2
 EM0730  NAD 27      -  34 22 23.83000(N)    098 40 44.11600(W) AD(       ) 2
 EM0730  NGVD 29 (07/19/86)  344.4    (m)         1130.     (f) VERT ANG       
 EM0730
 EM0730.Superseded values are not recommended for survey control.
 EM0730
 EM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0730.See file dsdata.pdf to determine how the superseded data were derived.
 EM0730
 EM0730_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0730_STAMPING: LOVELAND 1948 1973
 EM0730_MARK LOGO: NGS
 EM0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0730+STABILITY: SURFACE MOTION
 EM0730
 EM0730  HISTORY     - Date     Condition        Report By
 EM0730  HISTORY     - 1948     MONUMENTED       CGS
 EM0730  HISTORY     - 1960     SEE DESCRIPTION  CGS
 EM0730  HISTORY     - 1963     GOOD             CGS
 EM0730  HISTORY     - 1973     GOOD             NGS
 EM0730  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EM0730
 EM0730                          STATION DESCRIPTION
 EM0730
 EM0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0730'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH AND 1.0 MILE
 EM0730'WEST OF THE TOWN OF CHATTANOOGA, 150 FEET NORTHWEST OF A FARM
 EM0730'HOUSE, 52.5 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 36,
 EM0730'13.0 FEET SOUTHWEST OF A FENCE CORNER, AND 7.5 FEET WEST
 EM0730'OF A WITNESS POST.  IT PROJECTS 1 INCH AND IS STAMPED LOVELAND
 EM0730'1948.
 EM0730'
 EM0730'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTER OF STATE
 EM0730'HIGHWAY NO. 36 AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 EM0730'LINE.  IT PROJECTS 7 INCHES AND IS STAMPED LOVELAND NO 1 1948.
 EM0730'
 EM0730'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE CENTER OF STATE
 EM0730'HIGHWAY NO. 36 AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 EM0730'IT PROJECTS 7 INCHES AND IS STAMPED LOVELAND NO 2 1948.
 EM0730'
 EM0730'U.S.C. AND G.S. BM Z 151 (AZIMUTH MARK) IS 0.8 MILE SOUTH
 EM0730'OF THE STATION, 58.0 FEET SOUTHWEST OF THE CENTER OF INTERSECTION
 EM0730'OF A CROSSROAD, 47.0 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EM0730'NO. 36, 3.0 FEET EAST OF A RIGHT-OF-WAY MARKER, AND 2.0 FEET
 EM0730'EAST OF A FENCE CORNER.  IT IS A STANDARD USC AND GS BM DISK
 EM0730'SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0730'3 INCHES.  IT IS STAMPED Z 151 RESET 1938.
 EM0730'
 EM0730'TO REACH THE STATION FROM THE POST OFFICE IN CHATTANOOGA,
 EM0730'GO WEST AND SOUTH ON STATE HIGHWAY NO. 36 FOR 3.25 MILES
 EM0730'TO ITS JUNCTION WITH STATE HIGHWAY NO. 5, CONTINUE SOUTH
 EM0730'ON STATE HIGHWAY NO. 36 FOR 1.35 MILES TO A FARM HOUSE ON
 EM0730'THE LEFT AND THE STATION AS DESCRIBED.
 EM0730'
 EM0730'TO REACH USC AND GS BM Z 151 (AZIMUTH MARK) FROM THE STATION,
 EM0730'GO SOUTH ON STATE HIGHWAY NO. 36 FOR 0.8 MILE TO A CROSSROAD
 EM0730'AND THE MARK ON THE RIGHT AS DESCRIBED.
 EM0730'
 EM0730'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'A 4 FOOT SIGNAL AT CHATT IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'A 74 FOOT SIGNAL AT HOLLIDAY IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'A 4 FOOT SIGNAL AT FAXON IS VISIBLE AT 15 FEET.
 EM0730'
 EM0730'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE AT 15 FEET.
 EM0730'
 EM0730'A 74 FOOT SIGNAL AT GRANDFIELD 1923 ECC. IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'A 4 FOOT SIGNAL AT 26D5 TT IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'A 4 FOOT SIGNAL AT GRAND IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'A 47 FOOT SIGNAL AT HOLLISTER IS VISIBLE AT 15 FEET.
 EM0730'
 EM0730'A 4 FOOT SIGNAL AT THOMPSON IS VISIBLE AT 4 FEET.
 EM0730'
 EM0730'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EM0730
 EM0730                          STATION RECOVERY (1960)
 EM0730
 EM0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JOB)
 EM0730'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT SURFACE MARKER
 EM0730'IS NOW FLUSH WITH THE GROUND.  REFERENCE MARKS 1 AND 2 WERE
 EM0730'NOT RECOVERED.  B.M. Z 151 AZIMUTH MARK WAS RECOVERED AS
 EM0730'DESCRIBED.
 EM0730
 EM0730                          STATION RECOVERY (1963)
 EM0730
 EM0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0730'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 EM0730'CONDITION.  THE STATION IS IN THE NW 1/4 OF SEC. 21, T. 2 S.,
 EM0730'R. 14 W.
 EM0730'
 EM0730'STATION IS 52.5 FEET EAST FROM THE CENTER OF STATE HIGHWAY
 EM0730'5 AND 36, 22.0 FEET SOUTH-SOUTHWEST OF CORNER FENCE POST
 EM0730'THAT IS AT THE NORTHWEST CORNER OF FARM YARD AND 8 FEET
 EM0730'WEST OF FENCE LINE.  THE MARK IS FLUSH WITH GROUND SURFACE.
 EM0730'
 EM0730'REFERENCE MARK NUMBER TWO IS ABOUT 2 INCHES BELOW GROUND
 EM0730'SURFACE AND REFERENCE MARK NUMBER ONE PROJECTS ABOUT 2 INCHES.
 EM0730'
 EM0730'AZIMUTH MARK HAS BEEN DESTROYED, TOP OF MARK HAS BEEN BROKEN
 EM0730'OFF LEAVING THE IMPRENT OF THE PRONGS OF THE DISK, THE DISK
 EM0730'COULD NOT BE FOUND.  THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0730
 EM0730                          STATION RECOVERY (1973)
 EM0730
 EM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 EM0730'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EM0730'AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK AND BM Z 151
 EM0730'(AZIMUTH MARK) WERE FOUND TO HAVE BEEN DESTROYED.  A DIFFERENCE WAS
 EM0730'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2.  THE DIRECTION
 EM0730'CHECKED TO THE REFERENCE MARKS.
 EM0730'
 EM0730'A NEW STATION SURFACE MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED
 EM0730'AT THIS TIME.
 EM0730'
 EM0730'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EM0730'
 EM0730'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF CHATTANOOGA,
 EM0730'1.5 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 5 AND 36, 1/2
 EM0730'MILE NORTH OF THE INTERSECTION OF STATE HIGHWAYS 5 AND 36 AND ON
 EM0730'THE EAST RIGHT-OF-WAY OF STATE HIGHWAYS 5 AND 36.
 EM0730'
 EM0730'TO REACH THE STATION FROM THE POST OFFICE IN CHATTANOOGA, GO WEST
 EM0730'AND THAN SOUTH ON STATE HIGHWAY 36 FOR 2.9 MILES TO THE INTERSECTION
 EM0730'OF STATE HIGHWAYS 5 AND 36.  CONTINUE STRAIGHT AHEAD SOUTH ON STATE
 EM0730'HIGHWAYS 5 AND 36 FOR 0.7 MILE TO REFERENCE MARK NO. 3 ON THE
 EM0730'RIGHT.  CONTINUE SOUTH ON STATE HWYS. 5 AND 36 FOR 0.2 MILE TO
 EM0730'STATION ON THE LEFT AND FARM HOUSE ON THE LEFT.
 EM0730'
 EM0730'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 EM0730'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LOVELAND
 EM0730'1948 1973.  IT IS 185 FEET NORTH OF THE CENTER OF DRIVE-WAY LEADING
 EM0730'TO FARM BUILDINGS, 51 FEET EAST OF THE CENTER-LINE OF HIGHWAY, 22
 EM0730'FEET SOUTH-SOUTHWEST OF A T FENCE-CORNER, 21 FEET NORTH OF A
 EM0730'TELEPHONE POLE, 7.6 FEET WEST OF A FENCE-LINE AND 7 FEET WEST OF
 EM0730'A METAL WITNESS POST.
 EM0730'
 EM0730'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0730'CONCRETE POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE
 EM0730'GROUND, AND IS STAMPED LOVELAND NO 1 1948.  IT IS 42 FEET NORTH OF
 EM0730'A T FENCE CORNER, 57 FEET EAST OF THE CENTER-LINE OF HIGHWAY AND
 EM0730'1.6 FEET WEST OF THE FENCE-LINE.
 EM0730'
 EM0730'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0730'CONCRETE POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE
 EM0730'GROUND AND IS STAMPED LOVELAND NO 2 1948.  IT IS 85 FEET NORTH OF
 EM0730'THE TANGENT OF THE NORTH SIDE OF FARM-HOUSE, 52 FEET WEST OF THE
 EM0730'CENTER-LINE OF HIGHWAY, 1-FOOT EAST OF THE FENCE-LINE AND 1-FOOT
 EM0730'SOUTH OF A METAL WITNESS POST.
 EM0730'
 EM0730'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE AT THE
 EM0730'EAST END OF THE SOUTH HEAD-WALL OF A CONCRETE CULVERT AND IS STAMPED
 EM0730'LOVELAND 1948 NO 3 1973.  THE CULVERT IS LOCATED AT A DIRT ROAD
 EM0730'LEADING WEST FROM HIGHWAY, WHICH IS ABOUT 0.2 MILE NORTH OF THE
 EM0730'STATION.
 EM0730'
 EM0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHATTANOOGA 2-MILES
 EM0730'SSW.
 EM0730
 EM0730                          STATION RECOVERY (1986)
 EM0730
 EM0730'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0730'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0781 ***********************************************************************
 GH0781  DESIGNATION -  LOVELL ELEVATOR
 GH0781  PID         -  GH0781
 GH0781  STATE/COUNTY-  OK/LOGAN
 GH0781  COUNTRY     -  US
 GH0781  USGS QUAD   -  LOVELL (2018)
 GH0781
 GH0781                         *CURRENT SURVEY CONTROL
 GH0781  ______________________________________________________________________
 GH0781* NAD 83(1993) POSITION- 36 03 20.11540(N) 097 37 59.34101(W)   ADJUSTED
 GH0781  ______________________________________________________________________
 GH0781  GEOID HEIGHT    -        -27.765 (meters)                     GEOID18
 GH0781  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 GH0781  HORZ ORDER      -  THIRD
 GH0781
 GH0781.The horizontal coordinates were established by classical geodetic methods
 GH0781.and adjusted by the National Geodetic Survey in November 1994.
 GH0781
 GH0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0781.GEOID18 height accuracy estimate available here.
 GH0781
 GH0781.Click photographs - Photos may exist for this station.
 GH0781
 GH0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0781
 GH0781. The following values were computed from the NAD 83(1993) position.
 GH0781
 GH0781;                    North         East     Units Scale Factor Converg.
 GH0781;SPC OK N     -   117,182.675   633,051.475   MT  0.99994731   +0 12 59.4
 GH0781;SPC OK N     -   384,456.83  2,076,936.38   sFT  0.99994731   +0 12 59.4
 GH0781;UTM  14      - 3,990,978.332   623,108.023   MT  0.99978674   +0 48 16.5
 GH0781
 GH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2310890978(NAD 83)
 GH0781
 GH0781                          SUPERSEDED SURVEY CONTROL
 GH0781
 GH0781  NAD 83(1986)-  36 03 20.12225(N)    097 37 59.32914(W) AD(       ) 3
 GH0781  NAD 27      -  36 03 19.97827(N)    097 37 58.15246(W) AD(       ) 3
 GH0781
 GH0781.Superseded values are not recommended for survey control.
 GH0781
 GH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0781.See file dsdata.pdf to determine how the superseded data were derived.
 GH0781
 GH0781_MARKER: 65 = GRAIN ELEVATOR
 GH0781
 GH0781  HISTORY     - Date     Condition        Report By
 GH0781  HISTORY     - 1955     FIRST OBSERVED   CGS
 GH0781
 GH0781                          STATION DESCRIPTION
 GH0781
 GH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 GH0781'THE STATION IS THE VENTILATOR AT THE WEST END OF THE METAL
 GH0781'COVERED ELEVATOR, ABOUT 50 FEET HIGH.  THE ELEVATOR IS AT
 GH0781'THE EAST EDGE OF TOWN, ABOUT 200 FEET SOUTH OF THE RAILROAD
 GH0781'DEPOT AND IS OWNED BY MR. MAINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0679 ***********************************************************************
 GG0679  DESIGNATION -  LOWRY
 GG0679  PID         -  GG0679
 GG0679  STATE/COUNTY-  OK/CHEROKEE
 GG0679  COUNTRY     -  US
 GG0679  USGS QUAD   -  MOODYS (2019)
 GG0679
 GG0679                         *CURRENT SURVEY CONTROL
 GG0679  ______________________________________________________________________
 GG0679* NAD 83(1997) POSITION- 36 06 19.80479(N) 094 53 07.28765(W)   ADJUSTED
 GG0679* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 GG0679  ______________________________________________________________________
 GG0679  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 GG0679  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 GG0679  HORZ ORDER      -  FIRST
 GG0679
 GG0679.The horizontal coordinates were established by classical geodetic methods
 GG0679.and adjusted by the National Geodetic Survey in February 2000.
 GG0679
 GG0679.The orthometric height was scaled from a topographic map.
 GG0679
 GG0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0679.GEOID18 height accuracy estimate available here.
 GG0679
 GG0679.Click photographs - Photos may exist for this station.
 GG0679
 GG0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0679
 GG0679. The following values were computed from the NAD 83(1997) position.
 GG0679
 GG0679;                    North         East     Units Scale Factor Converg.
 GG0679;SPC OK N     -   127,156.345   880,389.867   MT  0.99994599   +1 50 17.1
 GG0679;SPC OK N     -   417,178.78  2,888,412.42   sFT  0.99994599   +1 50 17.1
 GG0679;UTM  15      - 3,997,295.877   330,294.370   MT  0.99995487   -1 06 40.5
 GG0679
 GG0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0679!SPC OK N     -   0.99994704  x   0.99994599  =   0.99989304
 GG0679!UTM  15      -   0.99994704  x   0.99995487  =   0.99990192
 GG0679
 GG0679:                Primary Azimuth Mark                     Grid Az
 GG0679:SPC OK N     -  LOWRY AZ MK                              084 36 22.4
 GG0679:UTM  15      -  LOWRY AZ MK                              087 33 20.0
 GG0679
 GG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3029497295(NAD 83)
 GG0679
 GG0679|---------------------------------------------------------------------|
 GG0679| PID    Reference Object                     Distance      Geod. Az  |
 GG0679|                                                           dddmmss.s |
 GG0679| CI2395 LOWRY AZ MK                                        0862639.5 |
 GG0679| CI2396 LOWRY RM 1                           24.994 METERS 09800     |
 GG0679| CI2397 LOWRY RM 2                           24.030 METERS 18300     |
 GG0679|---------------------------------------------------------------------|
 GG0679
 GG0679                          SUPERSEDED SURVEY CONTROL
 GG0679
 GG0679  NAD 83(1993)-  36 06 19.80502(N)    094 53 07.28698(W) AD(       ) 1
 GG0679  NAD 83(1986)-  36 06 19.81697(N)    094 53 07.28250(W) AD(       ) 1
 GG0679  NAD 27      -  36 06 19.50000(N)    094 53 06.44300(W) AD(       ) 1
 GG0679
 GG0679.Superseded values are not recommended for survey control.
 GG0679
 GG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0679.See file dsdata.pdf to determine how the superseded data were derived.
 GG0679
 GG0679_MARKER: DS = TRIANGULATION STATION DISK
 GG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0679_STAMPING: LOWRY 1939
 GG0679_MARK LOGO: CGS
 GG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0679+STABILITY: SURFACE MOTION
 GG0679
 GG0679  HISTORY     - Date     Condition        Report By
 GG0679  HISTORY     - 1939     MONUMENTED       CGS
 GG0679  HISTORY     - 1960     GOOD             CGS
 GG0679
 GG0679                          STATION DESCRIPTION
 GG0679
 GG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0679'ABOUT 19 MILES AIRLINE SOUTHWEST OF SILOAM SPRINGS, ABOUT
 GG0679'8 MILES SOUTH-SOUTHEAST OF LEACH, 9 MILES SOUTHWEST OF KANSAS, IN
 GG0679'THE SOUTHWEST QUARTER OF SEC. 20, T. 19 N., R. 23 E, ON THE
 GG0679'SOUTH END AND HIGHEST PART OF A TIMBERED RIDGE ON THE EAST
 GG0679'SIDE OF LOWREY PRAIRIE, BETWEEN THE ILLINOIS RIVER AND SPRING
 GG0679'CREEK.
 GG0679'
 GG0679'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 33,
 GG0679'WHICH IS 1.5 MILES EAST OF KANSAS, GO SOUTH ON STATE HIGHWAY
 GG0679'10 FOR 10.7 MILES TO A CROSS ROAD, WHICH IS 0.35 MILE EAST
 GG0679'OF A SMALL GRAY SCHOOL BUILDING, THENCE RIGHT (NORTH) ON
 GG0679'UNIMPROVED ROAD UP A DRAW BETWEEN TWO FARM HOUSES, PASSING
 GG0679'A BARN AND CORRALS ON THE RIGHT, TO THE NORTH AND NORTHEAST
 GG0679'FOR 1.9 MILES TO A FORK, THENCE LEFT FORK 0.9 MILE TO A
 GG0679'LARGE OAK TREE WITH TWO BLAZES, THENCE LEFT (SOUTHWEST) ON A
 GG0679'VERY DIM TRAIL THROUGH OAK BRUSH FOR 0.25 MILE TO STATION.
 GG0679'
 GG0679'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GG0679'STANDARD BRONZE DISKS SET IN CONCRETE.
 GG0679'
 GG0679'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION,
 GG0679'ON THE WEST SIDE OF THE ROAD, ON THE FIRST RIDGE TO THE
 GG0679'EAST, JUST BELOW THE HIGHEST POINT.
 GG0679'
 GG0679'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 GG0679
 GG0679                          STATION RECOVERY (1960)
 GG0679
 GG0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0679'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GG0679'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH FOLLOWS.
 GG0679'
 GG0679'TO REACH FROM THE D-X SERVICE STATION AND STORE AT THE SMALL
 GG0679'SETTLEMENT OF SCRAPER, WHICH IS ABOUT 11 MILES SOUTH OF THE
 GG0679'JUNCTION OF STATE HIGHWAYS 10 AND 33 TO EAST OF KANSAS,
 GG0679'OKLA., GO SOUTHWEST ON STATE HIGHWAY 10 FOR 1.9 MILES TO A ROAD
 GG0679'ON RIGHT JUST BEFORE REACHING A BRIDGE TO NORTHEAST OF THE
 GG0679'HANGING ROCK FISHING CAMP, TURN SHARP RIGHT AROUND A ROCK
 GG0679'LEDGE AND FOLLOW A BLADED ROAD NORTHERLY ON VALLEY FOR 3.1
 GG0679'MILES TO FORKS, TAKE LEFT FORK FOR 0.1 MILE TO AN OLD OIL WELL
 GG0679'SITE AND END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT 0.3 MILE
 GG0679'TO SUMMIT OF SOUTH END OF RIDGE AND STATION.  TO REACH
 GG0679'AZIMUTH MARK, FROM FORK 0.1 MILE BEFORE REACHING END OF
 GG0679'TRUCK TRAVEL, CONTINUE NORTHERLY ON RIGHT FORK FOR 0.25 MILE
 GG0679'TO A T-INTERSECTION AT TOP OF RIDGE AND AZIMUTH
 GG0679'MARK ON RIGHT, ABOUT 65 FEET SOUTHEAST OF THE CENTER OF
 GG0679'THE INTERSECTION AND 12 FEET SOUTHWEST OF THE CENTERLINE
 GG0679'OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0530 ***********************************************************************
 FK0530  DESIGNATION -  LOYAL FARMERS CO OP EXCH ELEV
 FK0530  PID         -  FK0530
 FK0530  STATE/COUNTY-  OK/KINGFISHER
 FK0530  COUNTRY     -  US
 FK0530  USGS QUAD   -  LOYAL (2018)
 FK0530
 FK0530                         *CURRENT SURVEY CONTROL
 FK0530  ______________________________________________________________________
 FK0530* NAD 83(1993) POSITION- 35 58 20.71162(N) 098 06 56.48011(W)   ADJUSTED
 FK0530  ______________________________________________________________________
 FK0530  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 FK0530  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 FK0530  HORZ ORDER      -  THIRD
 FK0530
 FK0530.The horizontal coordinates were established by classical geodetic methods
 FK0530.and adjusted by the National Geodetic Survey in November 1994.
 FK0530
 FK0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0530.GEOID18 height accuracy estimate available here.
 FK0530
 FK0530.Click photographs - Photos may exist for this station.
 FK0530
 FK0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0530
 FK0530. The following values were computed from the NAD 83(1993) position.
 FK0530
 FK0530;                    North         East     Units Scale Factor Converg.
 FK0530;SPC OK N     -   107,898.690   589,565.942   MT  0.99995117   -0 04 05.8
 FK0530;SPC OK N     -   353,997.62  1,934,267.59   sFT  0.99995117   -0 04 05.8
 FK0530;UTM  14      - 3,981,250.852   579,729.587   MT  0.99967833   +0 31 10.1
 FK0530
 FK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7972981250(NAD 83)
 FK0530
 FK0530                          SUPERSEDED SURVEY CONTROL
 FK0530
 FK0530  NAD 83(1986)-  35 58 20.71663(N)    098 06 56.46715(W) AD(       ) 3
 FK0530  NAD 27      -  35 58 20.57868(N)    098 06 55.23971(W) AD(       ) 3
 FK0530
 FK0530.Superseded values are not recommended for survey control.
 FK0530
 FK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0530.See file dsdata.pdf to determine how the superseded data were derived.
 FK0530
 FK0530_MARKER: 65 = GRAIN ELEVATOR
 FK0530
 FK0530  HISTORY     - Date     Condition        Report By
 FK0530  HISTORY     - 1963     FIRST OBSERVED   CGS
 FK0530  HISTORY     - 1968     GOOD             CGS
 FK0530
 FK0530                          STATION DESCRIPTION
 FK0530
 FK0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0530'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A 166 FOOT
 FK0530'HIGH ELEVATOR, LOCATED NEAR THE CENTER OF TOWN AND ABOUT 300 FEET
 FK0530'NORTH OF A PAVED COUNTY ROAD.
 FK0530
 FK0530                          STATION RECOVERY (1968)
 FK0530
 FK0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FK0530'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0529 ***********************************************************************
 FK0529  DESIGNATION -  LOYAL MUNICIPAL WATER TANK
 FK0529  PID         -  FK0529
 FK0529  STATE/COUNTY-  OK/KINGFISHER
 FK0529  COUNTRY     -  US
 FK0529  USGS QUAD   -  LOYAL (2018)
 FK0529
 FK0529                         *CURRENT SURVEY CONTROL
 FK0529  ______________________________________________________________________
 FK0529* NAD 83(1993) POSITION- 35 58 21.95108(N) 098 06 55.45726(W)   ADJUSTED
 FK0529  ______________________________________________________________________
 FK0529  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 FK0529  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 FK0529  HORZ ORDER      -  THIRD
 FK0529
 FK0529.The horizontal coordinates were established by classical geodetic methods
 FK0529.and adjusted by the National Geodetic Survey in November 1994.
 FK0529
 FK0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0529.GEOID18 height accuracy estimate available here.
 FK0529
 FK0529.Click photographs - Photos may exist for this station.
 FK0529
 FK0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0529
 FK0529. The following values were computed from the NAD 83(1993) position.
 FK0529
 FK0529;                    North         East     Units Scale Factor Converg.
 FK0529;SPC OK N     -   107,936.860   589,591.612   MT  0.99995115   -0 04 05.2
 FK0529;SPC OK N     -   354,122.85  1,934,351.81   sFT  0.99995115   -0 04 05.2
 FK0529;UTM  14      - 3,981,289.273   579,754.858   MT  0.99967838   +0 31 10.7
 FK0529
 FK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7975481289(NAD 83)
 FK0529
 FK0529                          SUPERSEDED SURVEY CONTROL
 FK0529
 FK0529  NAD 83(1986)-  35 58 21.95603(N)    098 06 55.44433(W) AD(       ) 3
 FK0529  NAD 27      -  35 58 21.81539(N)    098 06 54.22180(W) AD(       ) 3
 FK0529
 FK0529.Superseded values are not recommended for survey control.
 FK0529
 FK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0529.See file dsdata.pdf to determine how the superseded data were derived.
 FK0529
 FK0529_MARKER: 53 = ELEVATED TANK
 FK0529
 FK0529  HISTORY     - Date     Condition        Report By
 FK0529  HISTORY     - 1963     FIRST OBSERVED   CGS
 FK0529
 FK0529                          STATION DESCRIPTION
 FK0529
 FK0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0529'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH, ELEVATED
 FK0529'TANK, LOCATED NEAR THE CENTER OF TOWN AND 0.1 MILE NORTH OF A PAVED
 FK0529'COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1307 ***********************************************************************
 DM1307  DESIGNATION -  LUKFATA
 DM1307  PID         -  DM1307
 DM1307  STATE/COUNTY-  OK/MCCURTAIN
 DM1307  COUNTRY     -  US
 DM1307  USGS QUAD   -  IDABEL (2019)
 DM1307
 DM1307                         *CURRENT SURVEY CONTROL
 DM1307  ______________________________________________________________________
 DM1307* NAD 83(1993) POSITION- 33 55 49.53412(N) 094 45 55.34012(W)   ADJUSTED
 DM1307* NAVD 88 ORTHO HEIGHT -   133.    (meters)      436.    (feet) SCALED
 DM1307  ______________________________________________________________________
 DM1307  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DM1307  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 DM1307  HORZ ORDER      -  THIRD
 DM1307
 DM1307.The horizontal coordinates were established by classical geodetic methods
 DM1307.and adjusted by the National Geodetic Survey in November 1994.
 DM1307
 DM1307.The orthometric height was scaled from a topographic map.
 DM1307
 DM1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1307.GEOID18 height accuracy estimate available here.
 DM1307
 DM1307.Click photographs - Photos may exist for this station.
 DM1307
 DM1307.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1307
 DM1307. The following values were computed from the NAD 83(1993) position.
 DM1307
 DM1307;                    North         East     Units Scale Factor Converg.
 DM1307;SPC OK S     -    71,023.591   899,022.789   MT  1.00000057   +1 50 09.7
 DM1307;SPC OK S     -   233,016.56  2,949,543.93   sFT  1.00000057   +1 50 09.7
 DM1307;UTM  15      - 3,755,845.230   336,829.097   MT  0.99992822   -0 59 08.2
 DM1307
 DM1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1307!SPC OK S     -   0.99998347  x   1.00000057  =   0.99998404
 DM1307!UTM  15      -   0.99998347  x   0.99992822  =   0.99991170
 DM1307
 DM1307:                Primary Azimuth Mark                     Grid Az
 DM1307:SPC OK S     -  LUKFATA AZ MK                            033 45 21.8
 DM1307:UTM  15      -  LUKFATA AZ MK                            036 34 39.7
 DM1307
 DM1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3682955845(NAD 83)
 DM1307
 DM1307|---------------------------------------------------------------------|
 DM1307| PID    Reference Object                     Distance      Geod. Az  |
 DM1307|                                                           dddmmss.s |
 DM1307| CX6695 LUKFATA AZ MK                                      0353531.5 |
 DM1307| CX6697 LUKFATA RM 2                         26.780 METERS 04602     |
 DM1307| CX6696 LUKFATA RM 1                         26.490 METERS 21806     |
 DM1307|---------------------------------------------------------------------|
 DM1307
 DM1307                          SUPERSEDED SURVEY CONTROL
 DM1307
 DM1307  NAD 83(1986)-  33 55 49.54017(N)    094 45 55.33026(W) AD(       ) 3
 DM1307  NAD 27      -  33 55 49.14000(N)    094 45 54.56100(W) AD(       ) 3
 DM1307
 DM1307.Superseded values are not recommended for survey control.
 DM1307
 DM1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1307.See file dsdata.pdf to determine how the superseded data were derived.
 DM1307
 DM1307_MARKER: DS = TRIANGULATION STATION DISK
 DM1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1307_STAMPING: LUKFATA 1952
 DM1307_MARK LOGO: CGS
 DM1307_PROJECTION: FLUSH
 DM1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1307+STABILITY: SURFACE MOTION
 DM1307
 DM1307  HISTORY     - Date     Condition        Report By
 DM1307  HISTORY     - 1952     MONUMENTED       CGS
 DM1307  HISTORY     - 1969     GOOD             USAF
 DM1307
 DM1307                          STATION DESCRIPTION
 DM1307
 DM1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1307'STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHWEST OF BROKEN BOW
 DM1307'AND 5 MILES NORTHEAST OF IDABEL ON THE RIGHT OF U.S. HIGHWAY
 DM1307'70.  STATION IS 74 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 DM1307'11 FEET EAST OF FENCE AND 10 FEET EAST OF WITNESS POST.  THE
 DM1307'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LUKFATA
 DM1307'1952.
 DM1307'
 DM1307'REFERENCE MARK NO. 1 IS 83 FEET WEST OF THE CENTERLINE OF
 DM1307'HIGHWAY, 5 FEET NORTHWEST OF LARGE OAK TREE AND 2 FEET EAST
 DM1307'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 DM1307'STAMPED LUKFATA NO 1 1952.
 DM1307'
 DM1307'REFERENCE MARK NO. 2 IS 51 FEET WEST OF THE CENTERLINE OF HIGHWAY
 DM1307'AND 34 FEET EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 DM1307'THE DISK IS STAMPED LUKFATA NO 2 1952.
 DM1307'
 DM1307'AZIMUTH MARK IS 23 FEET EAST OF THE CENTERLINE OF HIGHWAY AND
 DM1307'5 FEET NORTH OF A CULVERT WITNESS POST.  THE MARK IS SET FLUSH
 DM1307'IN THE SOUTH END OF A CONCRETE CULVERT AND THE DISK IS STAMPED
 DM1307'LUKFATA 1952.
 DM1307'
 DM1307'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S. HIGHWAY 70
 DM1307'AND STATE ROUTE 21 IN SOUTHWEST PART OF BROKEN BOW GO SOUTHERLY
 DM1307'ON U.S. HIGHWAY 70 FOR 6.7 MILES TO CULVERT AND AZIMUTH MARK ON
 DM1307'LEFT OR EAST SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE SOUTH FOR
 DM1307'0.25 MILE TO STATION ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 DM1307'
 DM1307'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1307
 DM1307                          STATION RECOVERY (1969)
 DM1307
 DM1307'RECOVERY NOTE BY US AIR FORCE 1969
 DM1307'STATION, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE RECOVERED
 DM1307'IN GOOD CONDITION.
 DM1307'
 DM1307'REFERENCE MARK 2 WAS RECOVERED, BUT APPEARED TO HAVE BEEN
 DM1307'DISTURBED DURING ROAD CONSTRUCTION IN THE AREA.
 DM1307'
 DM1307'THE ROUTE DESCRIPTION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0636 ***********************************************************************
 GJ0636  DESIGNATION -  LUSE
 GJ0636  PID         -  GJ0636
 GJ0636  STATE/COUNTY-  OK/WOODS
 GJ0636  COUNTRY     -  US
 GJ0636  USGS QUAD   -  TEGARDEN NW (2018)
 GJ0636
 GJ0636                         *CURRENT SURVEY CONTROL
 GJ0636  ______________________________________________________________________
 GJ0636* NAD 83(1997) POSITION- 36 56 55.05242(N) 098 54 43.49619(W)   ADJUSTED
 GJ0636* NAVD 88 ORTHO HEIGHT -   547.    (meters)     1795.    (feet) SCALED
 GJ0636  ______________________________________________________________________
 GJ0636  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 GJ0636  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 GJ0636  HORZ ORDER      -  FIRST
 GJ0636
 GJ0636.The horizontal coordinates were established by classical geodetic methods
 GJ0636.and adjusted by the National Geodetic Survey in October 1998.
 GJ0636
 GJ0636.The orthometric height was scaled from a topographic map.
 GJ0636
 GJ0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0636.GEOID18 height accuracy estimate available here.
 GJ0636
 GJ0636.Click photographs - Photos may exist for this station.
 GJ0636
 GJ0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0636
 GJ0636. The following values were computed from the NAD 83(1997) position.
 GJ0636
 GJ0636;                    North         East     Units Scale Factor Converg.
 GJ0636;SPC OK N     -   216,598.081   518,757.531   MT  1.00003826   -0 32 17.7
 GJ0636;SPC OK N     -   710,622.20  1,701,957.00   sFT  1.00003826   -0 32 17.7
 GJ0636;UTM  14      - 4,089,176.884   507,827.834   MT  0.99960075   +0 03 10.3
 GJ0636
 GJ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0636!SPC OK N     -   0.99991856  x   1.00003826  =   0.99995682
 GJ0636!UTM  14      -   0.99991856  x   0.99960075  =   0.99951934
 GJ0636
 GJ0636:                Primary Azimuth Mark                     Grid Az
 GJ0636:SPC OK N     -  LUSE AZ MK                               117 26 35.2
 GJ0636:UTM  14      -  LUSE AZ MK                               116 51 07.2
 GJ0636
 GJ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0782789176(NAD 83)
 GJ0636
 GJ0636|---------------------------------------------------------------------|
 GJ0636| PID    Reference Object                     Distance      Geod. Az  |
 GJ0636|                                                           dddmmss.s |
 GJ0636| CK9327 LUSE AZ MK                                         1165417.5 |
 GJ0636| CK9328 LUSE RM 1                            12.871 METERS 19226     |
 GJ0636| CK9329 LUSE RM 2                           168.235 METERS 33443     |
 GJ0636|---------------------------------------------------------------------|
 GJ0636
 GJ0636                          SUPERSEDED SURVEY CONTROL
 GJ0636
 GJ0636  NAD 83(1993)-  36 56 55.05250(N)    098 54 43.49588(W) AD(       ) 1
 GJ0636  NAD 83(1986)-  36 56 55.05605(N)    098 54 43.48490(W) AD(       ) 1
 GJ0636  NAD 27      -  36 56 54.94888(N)    098 54 42.14835(W) AD(       ) 1
 GJ0636
 GJ0636.Superseded values are not recommended for survey control.
 GJ0636
 GJ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0636.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0636
 GJ0636_MARKER: DS = TRIANGULATION STATION DISK
 GJ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0636_STAMPING: LUSE 1934
 GJ0636_MARK LOGO: CGS
 GJ0636_PROJECTION: RECESSED 38 CENTIMETERS
 GJ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0636+STABILITY: SURFACE MOTION
 GJ0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0636+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2013
 GJ0636
 GJ0636  HISTORY     - Date     Condition        Report By
 GJ0636  HISTORY     - 1934     MONUMENTED       CGS
 GJ0636  HISTORY     - 1972     GOOD             USGS
 GJ0636  HISTORY     - 20130205 GOOD             INDIV
 GJ0636
 GJ0636                          STATION DESCRIPTION
 GJ0636
 GJ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0636'STATION IS LOCATED IN SEC. 34, T. 29 N., R. 16 W., ABOUT 14
 GJ0636'MILES WEST AND 11 MILES NORTH OF ALVA, 12 MILES EAST AND 13
 GJ0636'MILES NORTH OF FREEDOM, ON A CULTIVATED HILL ABOUT ONE-QUARTER
 GJ0636'MILE NORTH-NORTHEAST OF MR. LUSES HOUSE ON THE HIGHEST HILL
 GJ0636'IN THE IMMEDIATE VICINITY.
 GJ0636'
 GJ0636'REACHED FROM CORA (A SMALL SETTLEMENT 14 MILES WEST OF ALVA,
 GJ0636'11 MILES EAST AND 2 MILES NORTH OF FREEDOM ON U.S. HIGHWAY
 GJ0636'64) BY GOING NORTH 10.0 MILES, THEN RIGHT (EAST) 0.4 MILE, THEN
 GJ0636'LEFT (NORTH) 1.4 MILE TO END OF LANE ABOUT 0.2 MILE EAST OF
 GJ0636'MR. LUSES HOUSE.  FROM END OF LANE GO EAST ABOUT 100 YARDS TO
 GJ0636'A GATE IN EAST-AND-WEST FENCE LINE, PASS THROUGH GATE GO NORTH
 GJ0636'ALONG EAST SIDE OF FENCE ABOUT 0.15 MILE, TURN RIGHT (EAST)
 GJ0636'ABOUT 100 YARDS SOUTH OF A JOG IN FENCE LINE TO TOP OF HILL AND
 GJ0636'STATION.
 GJ0636'
 GJ0636'STATION MARK IS SET 561.5 FEET WEST OF NORTH-AND-SOUTH
 GJ0636'FENCE, 535.0 FEET EAST OF NORTH-AND-SOUTH FENCE LINE, 495.7
 GJ0636'FEET SOUTH OF EAST-AND-WEST FENCE LINE AND ABOUT 15 INCHES
 GJ0636'BELOW THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS SET.
 GJ0636'
 GJ0636'REFERENCE MARK NO. 1 IS 422.29 FEET WEST-NORTHWEST
 GJ0636'OF STATION ABOUT 50 FEET NORTH OF FENCE CORNER WHERE FENCE
 GJ0636'TURNS NORTH AFTER MAKING JOG, 1 FOOT EAST OF NORTH-AND-SOUTH
 GJ0636'FENCE LINE, AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 GJ0636'
 GJ0636'REFERENCE MARK NO. 2 IS 551.95 FEET NORTH-NORTHWEST
 GJ0636'OF STATION, ABOUT 125 FEET EAST OF FENCE CORNER ON EAST-AND-WEST
 GJ0636'FENCE LINE AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 GJ0636'GROUND.
 GJ0636'
 GJ0636'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-SOUTHEAST
 GJ0636'OF STATION.  REACHED FROM GATE IN EAST-AND-WEST FENCE LINE,
 GJ0636'ABOUT 100 YARDS EAST OF END OF LANE AND 0.2 MILE EAST OF MR.
 GJ0636'LUSES HOUSE, BY GOING EAST ALONG SOUTH SIDE OF FENCE 0.5 MILE
 GJ0636'TO TOP OF HILL AND MARK IN EAST-AND-WEST FENCE LINE.  MARK
 GJ0636'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0636'
 GJ0636'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0636
 GJ0636                          STATION RECOVERY (1972)
 GJ0636
 GJ0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 GJ0636'ALL MKS. FOUND IN GOOD CONDITION.
 GJ0636'STA. MK. IS 9 INCHES BELOW GROUND.
 GJ0636'REF. MK. 1 IS IN THE W. EDGE OF A LOW EROSION CONTROL DIKE
 GJ0636'AND 30 INCHES BELOW GROUND.
 GJ0636'REF. MK. 2 AND AZ. MK. FOUND AS DESCRIBED.
 GJ0636'
 GJ0636'DIRECTION AND DISTANCE 14 MI. W. AND 11 MI. W. OF ALVA.
 GJ0636
 GJ0636                          STATION RECOVERY (2013)
 GJ0636
 GJ0636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (PJ)
 GJ0636'LUSE IS JUST OVER 1 FOOT BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0854 ***********************************************************************
 FJ0854  DESIGNATION -  LUTHER
 FJ0854  PID         -  FJ0854
 FJ0854  STATE/COUNTY-  OK/OKLAHOMA
 FJ0854  COUNTRY     -  US
 FJ0854  USGS QUAD   -  LUTHER (2018)
 FJ0854
 FJ0854                         *CURRENT SURVEY CONTROL
 FJ0854  ______________________________________________________________________
 FJ0854* NAD 83(1993) POSITION- 35 38 24.01089(N) 097 11 40.63207(W)   ADJUSTED
 FJ0854* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 FJ0854  ______________________________________________________________________
 FJ0854  GEOID HEIGHT    -        -27.506 (meters)                     GEOID18
 FJ0854  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 FJ0854  HORZ ORDER      -  SECOND
 FJ0854
 FJ0854.The horizontal coordinates were established by classical geodetic methods
 FJ0854.and adjusted by the National Geodetic Survey in November 1994.
 FJ0854
 FJ0854.The orthometric height was scaled from a topographic map.
 FJ0854
 FJ0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0854.GEOID18 height accuracy estimate available here.
 FJ0854
 FJ0854.Click photographs - Photos may exist for this station.
 FJ0854
 FJ0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0854
 FJ0854. The following values were computed from the NAD 83(1993) position.
 FJ0854
 FJ0854;                    North         East     Units Scale Factor Converg.
 FJ0854;SPC OK N     -    71,312.804   672,942.875   MT  0.99998750   +0 28 31.1
 FJ0854;SPC OK N     -   233,965.42  2,207,813.42   sFT  0.99998750   +0 28 31.1
 FJ0854;UTM  14      - 3,945,521.615   663,459.662   MT  0.99992926   +1 03 08.0
 FJ0854
 FJ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0854!SPC OK N     -   0.99995377  x   0.99998750  =   0.99994127
 FJ0854!UTM  14      -   0.99995377  x   0.99992926  =   0.99988303
 FJ0854
 FJ0854:                Primary Azimuth Mark                     Grid Az
 FJ0854:SPC OK N     -  LUTHER AZ MK                             356 38 03.3
 FJ0854:UTM  14      -  LUTHER AZ MK                             356 03 26.4
 FJ0854
 FJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6345945521(NAD 83)
 FJ0854
 FJ0854|---------------------------------------------------------------------|
 FJ0854| PID    Reference Object                     Distance      Geod. Az  |
 FJ0854|                                                           dddmmss.s |
 FJ0854| FJ0852 HARRAH OG AND E STACK               APPROX.14.8 KM 1744448.3 |
 FJ0854| CL4806 LUTHER RM 2                          29.309 METERS 27151     |
 FJ0854| CL4805 LUTHER RM 1                          16.172 METERS 35500     |
 FJ0854| CL4804 LUTHER AZ MK                                       3570634.4 |
 FJ0854|---------------------------------------------------------------------|
 FJ0854
 FJ0854                          SUPERSEDED SURVEY CONTROL
 FJ0854
 FJ0854  NAD 83(1986)-  35 38 24.01700(N)    097 11 40.61401(W) AD(       ) 2
 FJ0854  NAD 27      -  35 38 23.80274(N)    097 11 39.49570(W) AD(       ) 2
 FJ0854
 FJ0854.Superseded values are not recommended for survey control.
 FJ0854
 FJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0854.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0854
 FJ0854_MARKER: DS = TRIANGULATION STATION DISK
 FJ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0854_STAMPING: LUTHER 1954
 FJ0854_MARK LOGO: CGS
 FJ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0854+STABILITY: SURFACE MOTION
 FJ0854
 FJ0854  HISTORY     - Date     Condition        Report By
 FJ0854  HISTORY     - 1954     MONUMENTED       CGS
 FJ0854
 FJ0854                          STATION DESCRIPTION
 FJ0854
 FJ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ0854'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF JONES, 1.5
 FJ0854'MILES SOUTH OF LUTHER, AND ON PROPERTY OWNED BY MRS. NETTIE
 FJ0854'RINEHART.  IT IS IN THE SOUTHWEST QUARTER OF SECTION 34, T.
 FJ0854'14 N., R. 1 E.
 FJ0854'
 FJ0854'REACHED FROM THE POST OFFICE IN JONES BY GOING EAST ON THE
 FJ0854'MAIN STREET FOR 0.65 MILE TO A FORK, TAKE THE RIGHT ROAD,
 FJ0854'EASTERLY, FOR 4.55 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH,
 FJ0854'AND GO 5.05 MILES TO THE STATION ON THE RIGHT.
 FJ0854'
 FJ0854'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 FJ0854'PAVED ROAD FOR 0.3 TO AN OVERPASS OVER THE TURNER TURNPIKE,
 FJ0854'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE AZIMUTH MARK
 FJ0854'ON THE LEFT.
 FJ0854'
 FJ0854'THE STATION MARK IS 40 FEET EAST OF THE APPROXIMATE CENTER
 FJ0854'OF A PAVED HIGHWAY, 6 FEET SOUTHEAST OF A WITNESS POST,
 FJ0854'5 FEET EAST OF A FENCE, AND PROJECTS 3 INCHES.  THE DISK
 FJ0854'IS STAMPED LUTHER 1954.
 FJ0854'
 FJ0854'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE APPROXIMATE CENTER
 FJ0854'OF THE HIGHWAY, 1 FOOT EAST OF THE FENCE, AND PROJECTS 2
 FJ0854'INCHES.  THE DISK IS STAMPED LUTHER NO 1 1954.
 FJ0854'
 FJ0854'REFERENCE MARK NO. 2 IS 60 FEET WEST OF THE APPROXIMATE CENTER
 FJ0854'OF THE HIGHWAY, 4 FEET EAST OF A FENCE, AND PROJECTS 3 INCHES.
 FJ0854'THE DISK IS STAMPED LUTHER NO 2 1954.
 FJ0854'
 FJ0854'THE AZIMUTH MARK IS 90 FEET NORTH OF A GUYED TELEPHONE POLE,
 FJ0854'55 FEET WEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 4 FEET
 FJ0854'SOUTH OF A WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK
 FJ0854'IS STAMPED LUTHER 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1072 ***********************************************************************
 FH1072  DESIGNATION -  LUX
 FH1072  PID         -  FH1072
 FH1072  STATE/COUNTY-  OK/MUSKOGEE
 FH1072  COUNTRY     -  US
 FH1072  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH1072
 FH1072                         *CURRENT SURVEY CONTROL
 FH1072  ______________________________________________________________________
 FH1072* NAD 83(1993) POSITION- 35 44 07.32343(N) 095 23 26.85755(W)   ADJUSTED
 FH1072* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 FH1072  ______________________________________________________________________
 FH1072  GEOID HEIGHT    -        -29.476 (meters)                     GEOID18
 FH1072  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FH1072  HORZ ORDER      -  FIRST
 FH1072
 FH1072.The horizontal coordinates were established by classical geodetic methods
 FH1072.and adjusted by the National Geodetic Survey in November 1994.
 FH1072
 FH1072.The orthometric height was scaled from a topographic map.
 FH1072
 FH1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1072.GEOID18 height accuracy estimate available here.
 FH1072
 FH1072.Click photographs - Photos may exist for this station.
 FH1072
 FH1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1072
 FH1072. The following values were computed from the NAD 83(1993) position.
 FH1072
 FH1072;                    North         East     Units Scale Factor Converg.
 FH1072;SPC OK N     -    84,762.540   836,004.488   MT  0.99997367   +1 32 23.3
 FH1072;SPC OK N     -   278,091.77  2,742,791.39   sFT  0.99997367   +1 32 23.3
 FH1072;UTM  15      - 3,957,233.018   283,785.742   MT  1.00017610   -1 23 48.7
 FH1072
 FH1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1072!SPC OK N     -   0.99997542  x   0.99997367  =   0.99994909
 FH1072!UTM  15      -   0.99997542  x   1.00017610  =   1.00015151
 FH1072
 FH1072:                Primary Azimuth Mark                     Grid Az
 FH1072:SPC OK N     -  LUX AZ MK                                226 46 08.9
 FH1072:UTM  15      -  LUX AZ MK                                229 42 20.9
 FH1072
 FH1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8378557233(NAD 83)
 FH1072
 FH1072|---------------------------------------------------------------------|
 FH1072| PID    Reference Object                     Distance      Geod. Az  |
 FH1072|                                                           dddmmss.s |
 FH1072| FH1088 MUSKOGEE MUN INCINERATOR STACK      APPROX. 3.2 KM 0274806.7 |
 FH1072| FH1089 MUSKOGEE RED STANDPIPE              APPROX. 3.3 KM 0391305.9 |
 FH1072| FH1066 MUSKOGEE GRIFFIN MFG CO TANK        APPROX. 2.3 KM 0604502.7 |
 FH1072| FH1061 MUSKOGEE OKLA GAS AND ELEC STK      APPROX. 2.2 KM 0621505.5 |
 FH1072| CI2408 LUX AZ MK                                          2281832.2 |
 FH1072| CI2409 LUX RM 1                             27.910 METERS 23602     |
 FH1072| CI2410 LUX RM 2                             28.392 METERS 30053     |
 FH1072| FH1074 MUSKOGEE ARMY APT S RAD MAST        APPROX. 2.3 KM 3031238.4 |
 FH1072| FH1073 MUSKOGEE ARMY APT N RAD MAST        APPROX. 2.3 KM 3052506.7 |
 FH1072| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX. 3.9 KM 3244053.4 |
 FH1072|---------------------------------------------------------------------|
 FH1072
 FH1072                          SUPERSEDED SURVEY CONTROL
 FH1072
 FH1072  NAD 83(1986)-  35 44 07.34363(N)    095 23 26.84400(W) AD(       ) 1
 FH1072  NAD 27      -  35 44 06.98800(N)    095 23 25.95600(W) AD(       ) 1
 FH1072
 FH1072.Superseded values are not recommended for survey control.
 FH1072
 FH1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1072.See file dsdata.pdf to determine how the superseded data were derived.
 FH1072
 FH1072_MARKER: DS = TRIANGULATION STATION DISK
 FH1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1072_STAMPING: LUX 1934
 FH1072_MARK LOGO: CGS
 FH1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1072+STABILITY: SURFACE MOTION
 FH1072
 FH1072  HISTORY     - Date     Condition        Report By
 FH1072  HISTORY     - 1934     MONUMENTED       CGS
 FH1072  HISTORY     - 1960     GOOD             CGS
 FH1072  HISTORY     - 1964     GOOD             LOCENG
 FH1072
 FH1072                          STATION DESCRIPTION
 FH1072
 FH1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1072'STATION IS LOCATED ABOUT 1-1/2 MILES S OF MUSKOGEE, IN NW
 FH1072'1/4 SEC. 34, T 15 N, R 18 E, AND E OF A SMALL POND IN A
 FH1072'PRIVATE PARK ON A SMALL KNOLL.  STATION IS ON HIGHEST POINT
 FH1072'OF KNOLL, WHERE OLD TANKS HAVE STOOD, ABOUT 0.2 MILE E OF
 FH1072'U.S. HIGHWAY 73, ABOUT 70 PACES N OF S BOUNDARY FENCE OF
 FH1072'PARK, ABOUT 0.1 MILE E OF E EDGE OF POND.
 FH1072'
 FH1072'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 FH1072'DISKS SET IN CONCRETE.
 FH1072'
 FH1072'REFERENCE MARK NO.1, WSW OF STATION, IS A STANDARD BRONZE
 FH1072'DISK WEDGED IN A DRILL HOLE IN TOP OF AN APPROXIMATE 8- BY 5-FOOT
 FH1072'FLAT TOP AREA OF ROCK OUTCROP ON NW EDGE, NEARLY FLUSH WITH
 FH1072'GROUND.
 FH1072'
 FH1072'REFERENCE MARK NO.2, WNW OF STATION, IS A STANDARD BRONZE
 FH1072'DISK WEDGED IN A DRILL HOLE IN TOP OF AN APPROXIMATE 2- BY 3-FOOT
 FH1072'BOULDER, AND NEARLY FLUSH WITH THE GROUND.
 FH1072'
 FH1072'AZIMUTH MARK IS ABOUT 0.3 MILE SW OF STATION, ALONG E SIDE
 FH1072'OF U.S. HIGHWAY 73, ABOUT 35 FEET E OF CENTER LINE OF HIGHWAY
 FH1072'IN N-S FENCE LINE, ABOUT 20 FEET N OF TELEPHONE POLE.
 FH1072'
 FH1072'THIS STATION CAN BE USED AS A LA PLACE AZIMUTH STATION, USING
 FH1072'STATIONS STUBBIN, PARK OR SUMMIT AS INITIALS.
 FH1072'
 FH1072'TO REACH STATION FROM MUSKOGEE POST OFFICE, GO 1.2 MILES
 FH1072'TO JUNCTION OF U.S. HIGHWAYS 73 AND 64, OKMULGEE AND 24TH
 FH1072'STREET, THENCE S ON U.S. HIGHWAY 73, 1.1 MILES TO RAILROAD
 FH1072'CROSSING.  CONTINUE S ON U.S. HIGHWAY 73 FOR 0.25 MILE TO
 FH1072'GATE ON LEFT SIDE OF HIGHWAY, E SIDE AT POND, TURN LEFT
 FH1072'THROUGH GATE AND GO 0.2 MILE TO TOP OF SMALL KNOLL AND STATION.
 FH1072'
 FH1072'NOTE- SEE MR. LUX OF CENTRAL PACKING COMPANY TO OBTAIN PERMIT
 FH1072'TO CROSS PROPERTY AND KEY TO GATE.  CENTRAL PACKING COMPANY
 FH1072'ABOUT 1/4 MILE N AND ON W SIDE OF U.S. HIGHWAY 73.  NO TREES
 FH1072'TO BE CUT.
 FH1072'
 FH1072'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1072
 FH1072                          STATION RECOVERY (1960)
 FH1072
 FH1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1072'STATION, R.M. NO. 1 AND AZIMUTH MARK RECOVERED AS DESCRIBED
 FH1072'AND FOUND IN GOOD CONDITION.  THE DISK HAS BEEN REMOVED
 FH1072'FROM THE DRILL HOLE IN BOULDER AT R.M. NO. 2 BUT THE DRILL
 FH1072'HOLE WAS FOUND.
 FH1072'
 FH1072'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH OF AN ABANDONED
 FH1072'ROCK SERVICE STATION AND IS ABOUT 7 FEET NORTH OF A POWER
 FH1072'LINE POLE WITH TRANSFORMER.
 FH1072'
 FH1072'TO REACH THE STATION FROM MUSKOGEE, FROM THE SOUTH SIDE OF
 FH1072'THE POST OFFICE, GO WEST ON OKMULGEE STREET FOR 1.2 MILES
 FH1072'TO INTERSECTION WITH 24TH STREET, TURN LEFT AND GO SOUTH
 FH1072'ON 24TH STREET FOR 1.1 MILES TO THE SECOND RAILROAD CROSSING,
 FH1072'CONTINUE SOUTH FOR ABOUT 0.3 MILE.  THE STATION IS ON THE SUMMIT
 FH1072'OF A BRUSHY KNOLL ABOUT 0.2 MILE TO THE EAST-NORTHEAST.  IT
 FH1072'WOULD PROBABLY BE POSSIBLE TO DRIVE TO THE STATION BY ENTERING
 FH1072'THE PASTURE TO THE SOUTHEAST OF THE STATION.
 FH1072
 FH1072                          STATION RECOVERY (1964)
 FH1072
 FH1072'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (BGT)
 FH1072'STATION FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0784 ***********************************************************************
 GH0784  DESIGNATION -  LYNN
 GH0784  PID         -  GH0784
 GH0784  STATE/COUNTY-  OK/GARFIELD
 GH0784  COUNTRY     -  US
 GH0784  USGS QUAD   -  MARSHALL WEST (2018)
 GH0784
 GH0784                         *CURRENT SURVEY CONTROL
 GH0784  ______________________________________________________________________
 GH0784* NAD 83(1993) POSITION- 36 09 53.17189(N) 097 41 36.89151(W)   ADJUSTED
 GH0784* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0784  ______________________________________________________________________
 GH0784  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 GH0784  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 GH0784  HORZ ORDER      -  THIRD
 GH0784
 GH0784.The horizontal coordinates were established by classical geodetic methods
 GH0784.and adjusted by the National Geodetic Survey in November 1994.
 GH0784
 GH0784.The orthometric height was scaled from a topographic map.
 GH0784
 GH0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0784.GEOID18 height accuracy estimate available here.
 GH0784
 GH0784.Click photographs - Photos may exist for this station.
 GH0784
 GH0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0784
 GH0784. The following values were computed from the NAD 83(1993) position.
 GH0784
 GH0784;                    North         East     Units Scale Factor Converg.
 GH0784;SPC OK N     -   129,278.072   627,568.733   MT  0.99994541   +0 10 51.0
 GH0784;SPC OK N     -   424,139.81  2,058,948.42   sFT  0.99994541   +0 10 51.0
 GH0784;UTM  14      - 4,003,014.694   617,502.140   MT  0.99977012   +0 46 15.7
 GH0784
 GH0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0784!SPC OK N     -   0.99995412  x   0.99994541  =   0.99989953
 GH0784!UTM  14      -   0.99995412  x   0.99977012  =   0.99972425
 GH0784
 GH0784:                Primary Azimuth Mark                     Grid Az
 GH0784:SPC OK N     -  LYNN AZ MK                               178 23 03.9
 GH0784:UTM  14      -  LYNN AZ MK                               177 47 39.2
 GH0784
 GH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1750203014(NAD 83)
 GH0784
 GH0784|---------------------------------------------------------------------|
 GH0784| PID    Reference Object                     Distance      Geod. Az  |
 GH0784|                                                           dddmmss.s |
 GH0784| GH0768 DOUGLAS FARMERS COOP N ELEV         APPROX.11.2 KM 0122538.7 |
 GH0784| GH0782 MARSHALL MUNICIPAL TANK             APPROX. 6.1 KM 1004227.5 |
 GH0784| GH0783 MARSHALL FARMERS COOP ELEV          APPROX. 6.1 KM 1021717.0 |
 GH0784| CL4812 LYNN AZ MK                                         1783354.9 |
 GH0784| CL4814 LYNN RM 2                             8.598 METERS 18316     |
 GH0784| CL4813 LYNN RM 1                             9.483 METERS 35943     |
 GH0784|---------------------------------------------------------------------|
 GH0784
 GH0784                          SUPERSEDED SURVEY CONTROL
 GH0784
 GH0784  NAD 83(1986)-  36 09 53.17827(N)    097 41 36.87988(W) AD(       ) 3
 GH0784  NAD 27      -  36 09 53.04263(N)    097 41 35.69686(W) AD(       ) 3
 GH0784
 GH0784.Superseded values are not recommended for survey control.
 GH0784
 GH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0784.See file dsdata.pdf to determine how the superseded data were derived.
 GH0784
 GH0784_MARKER: DS = TRIANGULATION STATION DISK
 GH0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0784_STAMPING: LYNN 1963
 GH0784_MARK LOGO: CGS
 GH0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0784+STABILITY: SURFACE MOTION
 GH0784
 GH0784  HISTORY     - Date     Condition        Report By
 GH0784  HISTORY     - 1963     MONUMENTED       CGS
 GH0784  HISTORY     - 1967     GOOD             PHILIP
 GH0784
 GH0784                          STATION DESCRIPTION
 GH0784
 GH0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0784'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 GH0784'SECTION LINE ROAD.  ABOUT 3-3/4 MILES WEST AND 3/4 MILE
 GH0784'NORTH OF MARSHALL AND 1 MILE WEST AND 6-3/4 MILES SOUTH
 GH0784'OF DOUGLAS.
 GH0784'
 GH0784'TO REACH THE STATION FROM THE POST OFFICE IN MARSHALL, GO
 GH0784'NORTH ON PAVED ROAD FOR 0.4 MILE TO A T-INTERSECTION.  TURN
 GH0784'LEFT AND GO WEST ON A GRADED ROAD FOR 3.8 MILES TO A CROSSROAD
 GH0784'AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO NORTH
 GH0784'ON GRADED ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 GH0784'
 GH0784'THE STATION MARK IS A STANDARD DISK, STAMPED LYNN 1963, SET
 GH0784'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 1
 GH0784'INCH.  IT IS 28 FEET NORTH OF A TELEPHONE LINE POLE, 27 FEET
 GH0784'WEST OF THE CENTERLINE OF A GRADED ROAD AND 3 FEET EAST OF
 GH0784'A FENCE.
 GH0784'
 GH0784'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LYNN NO 1 1963,
 GH0784'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 GH0784'3 INCHES.  IT IS 59 FEET NORTH OF THE TELEPHONE LINE POLE,
 GH0784'28 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.2 FEET EAST
 GH0784'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0784'
 GH0784'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LYNN NO 2 1963,
 GH0784'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 GH0784'1 INCH.  IT IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GH0784'1.7 FEET EAST OF THE FENCE, 1.3 FEET WEST OF THE TELEPHONE
 GH0784'LINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0784'
 GH0784'AZIMUTH MARK IS A STANDARD DISK, STAMPED LYNN 1963, SET
 GH0784'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 GH0784'INCHES.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF A GRADED
 GH0784'ROAD, 28 FEET EAST OF THE CENTERLINE OF A GRADED ROAD, 4
 GH0784'FEET SOUTH OF A FENCE CORNER POST, 3.5 FEET EAST OF A WITNESS
 GH0784'POST AND 1 FOOT WEST OF A FENCE.  IT IS ABOUT THE SAME ELEVATION
 GH0784'AS THE ROADS.
 GH0784
 GH0784                          STATION RECOVERY (1967)
 GH0784
 GH0784'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1967
 GH0784'STATION RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0536 ***********************************************************************
 EL0536  DESIGNATION -  M
 EL0536  PID         -  EL0536
 EL0536  STATE/COUNTY-  OK/GRADY
 EL0536  COUNTRY     -  US
 EL0536  USGS QUAD   -  MARLOW (2018)
 EL0536
 EL0536                         *CURRENT SURVEY CONTROL
 EL0536  ______________________________________________________________________
 EL0536* NAD 83(1986) POSITION- 34 42 22.     (N) 097 57 11.     (W)   SCALED
 EL0536* NAVD 88 ORTHO HEIGHT -   386.906 (meters)     1269.37  (feet) ADJUSTED
 EL0536  ______________________________________________________________________
 EL0536  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 EL0536  DYNAMIC HEIGHT  -        386.504 (meters)     1268.06  (feet) COMP
 EL0536  MODELED GRAVITY -    979,584.0   (mgal)                       NAVD 88
 EL0536
 EL0536  VERT ORDER      -  FIRST     CLASS II
 EL0536
 EL0536.The horizontal coordinates were scaled from a map and have
 EL0536.an estimated accuracy of +/- 6 seconds.
 EL0536
 EL0536.The orthometric height was determined by differential leveling and
 EL0536.adjusted by the NATIONAL GEODETIC SURVEY
 EL0536.in June 1991.
 EL0536
 EL0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0536.GEOID18 height accuracy estimate available here.
 EL0536
 EL0536.Click photographs - Photos may exist for this station.
 EL0536
 EL0536.The dynamic height is computed by dividing the NAVD 88
 EL0536.geopotential number by the normal gravity value computed on the
 EL0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0536.degrees latitude (g = 980.6199 gals.).
 EL0536
 EL0536.The modeled gravity was interpolated from observed gravity values.
 EL0536
 EL0536;                    North         East    Units  Estimated Accuracy
 EL0536;SPC OK S     -   152,270.      604,300.      MT  (+/- 180 meters Scaled)
 EL0536
 EL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND958409(NAD 83)
 EL0536
 EL0536                          SUPERSEDED SURVEY CONTROL
 EL0536
 EL0536  NGVD 29 (??/??/92)  386.791  (m)         1269.00   (f) ADJ UNCH    1 2
 EL0536
 EL0536.Superseded values are not recommended for survey control.
 EL0536
 EL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0536.See file dsdata.pdf to determine how the superseded data were derived.
 EL0536
 EL0536_MARKER: B = BOLT
 EL0536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0536_SP_SET: HEADWALL
 EL0536_MARK LOGO: NONE
 EL0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0536+STABILITY: SURFACE MOTION
 EL0536
 EL0536  HISTORY     - Date     Condition        Report By
 EL0536  HISTORY     - 1902     MONUMENTED       CGS
 EL0536  HISTORY     - 1934     GOOD             CGS
 EL0536  HISTORY     - 1947     GOOD             CGS
 EL0536  HISTORY     - 1986     GOOD             NGS
 EL0536
 EL0536                          STATION DESCRIPTION
 EL0536
 EL0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0536'4.2 MI N FROM MARLOW.
 EL0536'IN GRADY COUNTY, 4.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND
 EL0536'AND PACIFIC RAILROAD FROM THE STATION AT MARLOW, STEPHENS COUNTY,
 EL0536'15 POLES SOUTH OF MILEPOST 461, 3-1/2 POLES NORTH OF THE CROSSING
 EL0536'OF AN EAST-AND-WEST ROAD, ON THE EAST SIDE OF THE TRACK, AT A
 EL0536'STONE-ARCH CULVERT, IN THE COPING, 8 INCHES NORTH OF THE SOUTH
 EL0536'END OF THE COPING, 8 INCHES WEST OF THE EAST EDGE, AND ABOUT
 EL0536'25 FEET LOWER THAN THE TRACK.  A COPPER BOLT.  NOTE-- THIS
 EL0536'BENCH MARK WAS INCORRECTLY DESCRIBED IN THE ORIGINAL LIST AS
 EL0536'THE BOTTOM OF A SQUARE HOLE.
 EL0536
 EL0536                          STATION RECOVERY (1947)
 EL0536
 EL0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 EL0536'RECOVERED IN GOOD CONDITION.
 EL0536
 EL0536                          STATION RECOVERY (1986)
 EL0536
 EL0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0536'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.7 KM (16.0
 EL0536'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH PATE STREET
 EL0536'AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, THENCE 0.4 KM (0.25
 EL0536'MI) EAST ALONG A GRAVELED ROAD, THENCE 0.6 KM (0.35 MI) SOUTH ALONG
 EL0536'THE OKLAHOMA KANSAS TEXAS RAILROAD.  NOT LEVELED TO DURING THIS
 EL0536'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0202 ***********************************************************************
 GK0202  DESIGNATION -  M 10
 GK0202  PID         -  GK0202
 GK0202  STATE/COUNTY-  OK/BEAVER
 GK0202  COUNTRY     -  US
 GK0202  USGS QUAD   -  LITTLE PONDEROSA (2018)
 GK0202
 GK0202                         *CURRENT SURVEY CONTROL
 GK0202  ______________________________________________________________________
 GK0202* NAD 83(1986) POSITION- 36 57 02.     (N) 100 54 34.     (W)   SCALED
 GK0202* NAVD 88 ORTHO HEIGHT -   858.648 (meters)     2817.08  (feet) ADJUSTED
 GK0202  ______________________________________________________________________
 GK0202  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 GK0202  DYNAMIC HEIGHT  -        857.799 (meters)     2814.30  (feet) COMP
 GK0202  MODELED GRAVITY -    979,613.4   (mgal)                       NAVD 88
 GK0202
 GK0202  VERT ORDER      -  FIRST     CLASS II
 GK0202
 GK0202.The horizontal coordinates were scaled from a map and have
 GK0202.an estimated accuracy of +/- 6 seconds.
 GK0202
 GK0202.The orthometric height was determined by differential leveling and
 GK0202.adjusted by the NATIONAL GEODETIC SURVEY
 GK0202.in June 1991.
 GK0202
 GK0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0202.GEOID18 height accuracy estimate available here.
 GK0202
 GK0202.Click photographs - Photos may exist for this station.
 GK0202
 GK0202.The dynamic height is computed by dividing the NAVD 88
 GK0202.geopotential number by the normal gravity value computed on the
 GK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0202.degrees latitude (g = 980.6199 gals.).
 GK0202
 GK0202.The modeled gravity was interpolated from observed gravity values.
 GK0202
 GK0202;                    North         East    Units  Estimated Accuracy
 GK0202;SPC OK N     -   220,310.      340,890.      MT  (+/- 180 meters Scaled)
 GK0202
 GK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF299910(NAD 83)
 GK0202
 GK0202                          SUPERSEDED SURVEY CONTROL
 GK0202
 GK0202  NGVD 29 (??/??/92)  858.282  (m)         2815.88   (f) ADJ UNCH    1 2
 GK0202
 GK0202.Superseded values are not recommended for survey control.
 GK0202
 GK0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0202.See file dsdata.pdf to determine how the superseded data were derived.
 GK0202
 GK0202_MARKER: DB = BENCH MARK DISK
 GK0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0202_STAMPING: M 10 1933
 GK0202_MARK LOGO: CGS
 GK0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0202+STABILITY: SURFACE MOTION
 GK0202
 GK0202  HISTORY     - Date     Condition        Report By
 GK0202  HISTORY     - 1933     MONUMENTED       CGS
 GK0202  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0202  HISTORY     - 19960415 GOOD             OKDOT
 GK0202
 GK0202                          STATION DESCRIPTION
 GK0202
 GK0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0202'7.1 MI S FROM LIBERAL, KS.
 GK0202'4.0 MILES SOUTH OF OKLAHOMA AND KANSAS STATE LINE 39 FEET EAST OF THE
 GK0202'CENTERLINE OF U.S. HIGHWAY 85.  40 FEET NORTH OF EAST AND WEST COUNTY
 GK0202'ROAD.  2 FEET SOUTH OF THE FENCE CORNER.
 GK0202
 GK0202                          STATION RECOVERY (1965)
 GK0202
 GK0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0202'MARK NOT FOUND.
 GK0202
 GK0202                          STATION RECOVERY (1996)
 GK0202
 GK0202'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GK0202'FROM THE JUNCTION OF US 83 AND US 64 (EAST) , NORTH OF TURPIN, GO
 GK0202'NORTH ON US 83 FOR 4.83 KM (3.00 MI) TO AN E-W COUNTY ROAD.  TURN LEFT
 GK0202'AND GO WEST FOR 3.22 KM (2.00 MI) TO A N-S COUNTY ROAD AND THE MARK ON
 GK0202'THE RIGHT.  IT IS 10.0 METERS (32.8 FT) NORTH F THE CENTERLINE OF THE
 GK0202'E-W COUNTY ROAD, 9.4 METERS (30.8 FT) WEST OF THE CENTERLINE OF THE
 GK0202'N-S COUNTY ROAD, 3.0 METERS (9.8 FT) SOUTHEAST OF A POWER POLE, 0.2
 GK0202'METERS (0.7 FT) SOUTH OF A STEEL WITNESS POST, 0.2 METERS (0.7 FT)
 GK0202'EAST OF A STEEL WITNESS POST.  MARK PROJECTS 0.3 METERS (1.0 FT) ABOVE
 GK0202'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0499 ***********************************************************************
 EK0499  DESIGNATION -  M 100
 EK0499  PID         -  EK0499
 EK0499  STATE/COUNTY-  OK/PUSHMATAHA
 EK0499  COUNTRY     -  US
 EK0499  USGS QUAD   -  RATTAN (2019)
 EK0499
 EK0499                         *CURRENT SURVEY CONTROL
 EK0499  ______________________________________________________________________
 EK0499* NAD 83(1986) POSITION- 34 12 00.     (N) 095 27 02.     (W)   SCALED
 EK0499* NAVD 88 ORTHO HEIGHT -   156.571 (meters)      513.68  (feet) ADJUSTED
 EK0499  ______________________________________________________________________
 EK0499  GEOID HEIGHT    -        -30.251 (meters)                     GEOID18
 EK0499  DYNAMIC HEIGHT  -        156.399 (meters)      513.12  (feet) COMP
 EK0499  MODELED GRAVITY -    979,540.8   (mgal)                       NAVD 88
 EK0499
 EK0499  VERT ORDER      -  SECOND    CLASS 0
 EK0499
 EK0499.The horizontal coordinates were scaled from a map and have
 EK0499.an estimated accuracy of +/- 6 seconds.
 EK0499
 EK0499.The orthometric height was determined by differential leveling and
 EK0499.adjusted by the NATIONAL GEODETIC SURVEY
 EK0499.in June 1991.
 EK0499
 EK0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0499.GEOID18 height accuracy estimate available here.
 EK0499
 EK0499.Click photographs - Photos may exist for this station.
 EK0499
 EK0499.The dynamic height is computed by dividing the NAVD 88
 EK0499.geopotential number by the normal gravity value computed on the
 EK0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0499.degrees latitude (g = 980.6199 gals.).
 EK0499
 EK0499.The modeled gravity was interpolated from observed gravity values.
 EK0499
 EK0499;                    North         East    Units  Estimated Accuracy
 EK0499;SPC OK S     -    99,100.      834,940.      MT  (+/- 180 meters Scaled)
 EK0499
 EK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT742870(NAD 83)
 EK0499
 EK0499                          SUPERSEDED SURVEY CONTROL
 EK0499
 EK0499  NGVD 29 (??/??/92)  156.492  (m)          513.42   (f) ADJ UNCH    2 0
 EK0499
 EK0499.Superseded values are not recommended for survey control.
 EK0499
 EK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0499.See file dsdata.pdf to determine how the superseded data were derived.
 EK0499
 EK0499_MARKER: DB = BENCH MARK DISK
 EK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0499_STAMPING: M 100 1960
 EK0499_MARK LOGO: CGS
 EK0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0499+STABILITY: SURFACE MOTION
 EK0499
 EK0499  HISTORY     - Date     Condition        Report By
 EK0499  HISTORY     - 1960     MONUMENTED       CGS
 EK0499  HISTORY     - 1969     GOOD             DOD
 EK0499
 EK0499                          STATION DESCRIPTION
 EK0499
 EK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0499'2.2 MI W FROM RATTAN.
 EK0499'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0499'OFFICE AT RATTAN, 200 FEET EAST OF THE JUNCTION OF A PRIVATE
 EK0499'DRIVEWAY TO A SAWMILL, IN SECTION 19, R 18 E, T 4 S, 49 FEET
 EK0499'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE
 EK0499'CENTER OF A WOODEN GATE, 4 FEET WEST OF A TELEPHONE POLE, 4 FEET
 EK0499'NORTH OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 EK0499'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 EK0499'PROJECTING 4 INCHES.
 EK0499
 EK0499                          STATION RECOVERY (1969)
 EK0499
 EK0499'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0209 ***********************************************************************
 FK0209  DESIGNATION -  M 103
 FK0209  PID         -  FK0209
 FK0209  STATE/COUNTY-  OK/ROGER MILLS
 FK0209  COUNTRY     -  US
 FK0209  USGS QUAD   -  REYDON (2018)
 FK0209
 FK0209                         *CURRENT SURVEY CONTROL
 FK0209  ______________________________________________________________________
 FK0209* NAD 83(1986) POSITION- 35 37 45.     (N) 099 58 44.     (W)   SCALED
 FK0209* NAVD 88 ORTHO HEIGHT -   728.949 (meters)     2391.56  (feet) ADJUSTED
 FK0209  ______________________________________________________________________
 FK0209  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 FK0209  DYNAMIC HEIGHT  -        728.161 (meters)     2388.97  (feet) COMP
 FK0209  MODELED GRAVITY -    979,529.8   (mgal)                       NAVD 88
 FK0209
 FK0209  VERT ORDER      -  SECOND    CLASS 0
 FK0209
 FK0209.The horizontal coordinates were scaled from a map and have
 FK0209.an estimated accuracy of +/- 6 seconds.
 FK0209
 FK0209.The orthometric height was determined by differential leveling and
 FK0209.adjusted by the NATIONAL GEODETIC SURVEY
 FK0209.in June 1991.
 FK0209
 FK0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0209.GEOID18 height accuracy estimate available here.
 FK0209
 FK0209.Click photographs - Photos may exist for this station.
 FK0209
 FK0209.The dynamic height is computed by dividing the NAVD 88
 FK0209.geopotential number by the normal gravity value computed on the
 FK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0209.degrees latitude (g = 980.6199 gals.).
 FK0209
 FK0209.The modeled gravity was interpolated from observed gravity values.
 FK0209
 FK0209;                    North         East    Units  Estimated Accuracy
 FK0209;SPC OK N     -    71,640.      420,760.      MT  (+/- 180 meters Scaled)
 FK0209
 FK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME113432(NAD 83)
 FK0209
 FK0209                          SUPERSEDED SURVEY CONTROL
 FK0209
 FK0209  NGVD 29 (??/??/92)  728.625  (m)         2390.50   (f) ADJ UNCH    2 0
 FK0209
 FK0209.Superseded values are not recommended for survey control.
 FK0209
 FK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0209.See file dsdata.pdf to determine how the superseded data were derived.
 FK0209
 FK0209_MARKER: DB = BENCH MARK DISK
 FK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0209_STAMPING: M 103 1934
 FK0209_MARK LOGO: CGS
 FK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0209+STABILITY: SURFACE MOTION
 FK0209
 FK0209  HISTORY     - Date     Condition        Report By
 FK0209  HISTORY     - 1934     MONUMENTED       CGS
 FK0209  HISTORY     - 19870408 MARK NOT FOUND   USPSQD
 FK0209
 FK0209                          STATION DESCRIPTION
 FK0209
 FK0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0209'3.9 MI W FROM REYDON.
 FK0209'3.9 MILES WEST OF P. AND SF. RR. STATION AT REYDON 396 FEET
 FK0209'EAST OF MILE POST 58, 36 FEET EAST OF CENTER LINE OF SECTION
 FK0209'LINE ROAD, 36 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND
 FK0209'SANTA FE TRACK.
 FK0209
 FK0209                          STATION RECOVERY (1987)
 FK0209
 FK0209'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0352 ***********************************************************************
 GJ0352  DESIGNATION -  M 104
 GJ0352  PID         -  GJ0352
 GJ0352  STATE/COUNTY-  OK/ELLIS
 GJ0352  COUNTRY     -  US
 GJ0352  USGS QUAD   -  ARNETT SE (2018)
 GJ0352
 GJ0352                         *CURRENT SURVEY CONTROL
 GJ0352  ______________________________________________________________________
 GJ0352* NAD 83(1986) POSITION- 36 05 09.     (N) 099 45 25.     (W)   SCALED
 GJ0352* NAVD 88 ORTHO HEIGHT -   735.695 (meters)     2413.69  (feet) ADJUSTED
 GJ0352  ______________________________________________________________________
 GJ0352  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 GJ0352  DYNAMIC HEIGHT  -        734.935 (meters)     2411.20  (feet) COMP
 GJ0352  MODELED GRAVITY -    979,576.4   (mgal)                       NAVD 88
 GJ0352
 GJ0352  VERT ORDER      -  SECOND    CLASS 0
 GJ0352
 GJ0352.The horizontal coordinates were scaled from a map and have
 GJ0352.an estimated accuracy of +/- 6 seconds.
 GJ0352
 GJ0352.The orthometric height was determined by differential leveling and
 GJ0352.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0352.in June 1991.
 GJ0352
 GJ0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0352.GEOID18 height accuracy estimate available here.
 GJ0352
 GJ0352.Click photographs - Photos may exist for this station.
 GJ0352
 GJ0352.The dynamic height is computed by dividing the NAVD 88
 GJ0352.geopotential number by the normal gravity value computed on the
 GJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0352.degrees latitude (g = 980.6199 gals.).
 GJ0352
 GJ0352.The modeled gravity was interpolated from observed gravity values.
 GJ0352
 GJ0352;                    North         East    Units  Estimated Accuracy
 GJ0352;SPC OK N     -   121,910.      441,780.      MT  (+/- 180 meters Scaled)
 GJ0352
 GJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME318937(NAD 83)
 GJ0352
 GJ0352                          SUPERSEDED SURVEY CONTROL
 GJ0352
 GJ0352  NGVD 29 (??/??/92)  735.385  (m)         2412.68   (f) ADJ UNCH    2 0
 GJ0352
 GJ0352.Superseded values are not recommended for survey control.
 GJ0352
 GJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0352.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0352
 GJ0352_MARKER: DB = BENCH MARK DISK
 GJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0352_STAMPING: M 104 1934
 GJ0352_MARK LOGO: CGS
 GJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0352+STABILITY: SURFACE MOTION
 GJ0352
 GJ0352  HISTORY     - Date     Condition        Report By
 GJ0352  HISTORY     - 1934     MONUMENTED       CGS
 GJ0352  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0352
 GJ0352                          STATION DESCRIPTION
 GJ0352
 GJ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0352'4.2 MI SW FROM ARNETT.
 GJ0352'4.2 MILES SOUTHWEST OF ELLIS CO., COURTHOUSE AT ARNETT 135 FEET
 GJ0352'SOUTH OF CENTER LINE OF SECTION LINE ROAD TO WEST.  54 FEET WEST
 GJ0352'OF CENTER LINE OF U.S. HIGHWAY 283.
 GJ0352
 GJ0352                          STATION RECOVERY (1968)
 GJ0352
 GJ0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0452 ***********************************************************************
 FK0452  DESIGNATION -  M 105
 FK0452  PID         -  FK0452
 FK0452  STATE/COUNTY-  OK/ROGER MILLS
 FK0452  COUNTRY     -  US
 FK0452  USGS QUAD   -  BERLIN (2018)
 FK0452
 FK0452                         *CURRENT SURVEY CONTROL
 FK0452  ______________________________________________________________________
 FK0452* NAD 83(1986) POSITION- 35 25 38.     (N) 099 39 17.     (W)   SCALED
 FK0452* NAVD 88 ORTHO HEIGHT -   641.494 (meters)     2104.63  (feet) ADJUSTED
 FK0452  ______________________________________________________________________
 FK0452  GEOID HEIGHT    -        -27.162 (meters)                     GEOID18
 FK0452  DYNAMIC HEIGHT  -        640.822 (meters)     2102.43  (feet) COMP
 FK0452  MODELED GRAVITY -    979,564.8   (mgal)                       NAVD 88
 FK0452
 FK0452  VERT ORDER      -  SECOND    CLASS 0
 FK0452
 FK0452.The horizontal coordinates were scaled from a map and have
 FK0452.an estimated accuracy of +/- 6 seconds.
 FK0452
 FK0452.The orthometric height was determined by differential leveling and
 FK0452.adjusted by the NATIONAL GEODETIC SURVEY
 FK0452.in June 1991.
 FK0452
 FK0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0452.GEOID18 height accuracy estimate available here.
 FK0452
 FK0452.Click photographs - Photos may exist for this station.
 FK0452
 FK0452.The dynamic height is computed by dividing the NAVD 88
 FK0452.geopotential number by the normal gravity value computed on the
 FK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0452.degrees latitude (g = 980.6199 gals.).
 FK0452
 FK0452.The modeled gravity was interpolated from observed gravity values.
 FK0452
 FK0452;                    North         East    Units  Estimated Accuracy
 FK0452;SPC OK N     -    48,680.      449,740.      MT  (+/- 180 meters Scaled)
 FK0452
 FK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME405206(NAD 83)
 FK0452
 FK0452                          SUPERSEDED SURVEY CONTROL
 FK0452
 FK0452  NGVD 29 (??/??/92)  641.224  (m)         2103.75   (f) ADJ UNCH    2 0
 FK0452
 FK0452.Superseded values are not recommended for survey control.
 FK0452
 FK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0452.See file dsdata.pdf to determine how the superseded data were derived.
 FK0452
 FK0452_MARKER: DB = BENCH MARK DISK
 FK0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0452_STAMPING: M 105 1934
 FK0452_MARK LOGO: CGS
 FK0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0452+STABILITY: SURFACE MOTION
 FK0452
 FK0452  HISTORY     - Date     Condition        Report By
 FK0452  HISTORY     - 1934     MONUMENTED       CGS
 FK0452
 FK0452                          STATION DESCRIPTION
 FK0452
 FK0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0452'9.7 MI N FROM SAYRE.
 FK0452'9.7 MILES NORTH OF CRIPRR STATION 0.4 MILE NORTH OF SECTION LINE
 FK0452'ROAD.  50 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 283. 6 FEET
 FK0452'EAST OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0370 ***********************************************************************
 GJ0370  DESIGNATION -  M 106
 GJ0370  PID         -  GJ0370
 GJ0370  STATE/COUNTY-  OK/HARPER
 GJ0370  COUNTRY     -  US
 GJ0370  USGS QUAD   -  LAVERNE NE (2018)
 GJ0370
 GJ0370                         *CURRENT SURVEY CONTROL
 GJ0370  ______________________________________________________________________
 GJ0370* NAD 83(1986) POSITION- 36 37 47.     (N) 099 46 56.     (W)   SCALED
 GJ0370* NAVD 88 ORTHO HEIGHT -   628.675 (meters)     2062.58  (feet) ADJUSTED
 GJ0370  ______________________________________________________________________
 GJ0370  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 GJ0370  DYNAMIC HEIGHT  -        628.075 (meters)     2060.61  (feet) COMP
 GJ0370  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 GJ0370
 GJ0370  VERT ORDER      -  SECOND    CLASS 0
 GJ0370
 GJ0370.The horizontal coordinates were scaled from a map and have
 GJ0370.an estimated accuracy of +/- 6 seconds.
 GJ0370
 GJ0370.The orthometric height was determined by differential leveling and
 GJ0370.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0370.in June 1991.
 GJ0370
 GJ0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0370.GEOID18 height accuracy estimate available here.
 GJ0370
 GJ0370.Click photographs - Photos may exist for this station.
 GJ0370
 GJ0370.The dynamic height is computed by dividing the NAVD 88
 GJ0370.geopotential number by the normal gravity value computed on the
 GJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0370.degrees latitude (g = 980.6199 gals.).
 GJ0370
 GJ0370.The modeled gravity was interpolated from observed gravity values.
 GJ0370
 GJ0370;                    North         East    Units  Estimated Accuracy
 GJ0370;SPC OK N     -   182,290.      440,610.      MT  (+/- 180 meters Scaled)
 GJ0370
 GJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF300540(NAD 83)
 GJ0370
 GJ0370                          SUPERSEDED SURVEY CONTROL
 GJ0370
 GJ0370  NGVD 29 (??/??/92)  628.398  (m)         2061.67   (f) ADJ UNCH    2 0
 GJ0370
 GJ0370.Superseded values are not recommended for survey control.
 GJ0370
 GJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0370.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0370
 GJ0370_MARKER: DB = BENCH MARK DISK
 GJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0370_STAMPING: M 106 1934
 GJ0370_MARK LOGO: CGS
 GJ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0370+STABILITY: SURFACE MOTION
 GJ0370
 GJ0370  HISTORY     - Date     Condition        Report By
 GJ0370  HISTORY     - 1934     MONUMENTED       CGS
 GJ0370  HISTORY     - 1944     POOR             CGS
 GJ0370
 GJ0370                          STATION DESCRIPTION
 GJ0370
 GJ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0370'1.9 MI NW FROM MAY.
 GJ0370'60 FEET SOUTH OF MISSOURI KANSAS AND TEXAS RAILROAD BRIDGE 247-6,
 GJ0370'45 FEET SOUTHEAST OF NEAREST RAIL OF TRACK, 35 FEET NORTHWEST OF
 GJ0370'CENTER-LINE OF SECTION LINE ROAD.  NOTE-- CONCRETE BASE WITH DISK
 GJ0370'INTACT FOUND LAYING LOOSE ON TOP OF GROUND.
 GJ0370
 GJ0370                          STATION RECOVERY (1944)
 GJ0370
 GJ0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 GJ0370'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0004 ***********************************************************************
 GK0004  DESIGNATION -  M 107
 GK0004  PID         -  GK0004
 GK0004  STATE/COUNTY-  OK/BEAVER
 GK0004  COUNTRY     -  US
 GK0004  USGS QUAD   -  MOCANE NW (2018)
 GK0004
 GK0004                         *CURRENT SURVEY CONTROL
 GK0004  ______________________________________________________________________
 GK0004* NAD 83(1986) POSITION- 36 54 18.69   (N) 100 24 31.61   (W)   HD_HELD1
 GK0004* NAVD 88 ORTHO HEIGHT -   807.095 (meters)     2647.94  (feet) ADJUSTED
 GK0004  ______________________________________________________________________
 GK0004  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 GK0004  DYNAMIC HEIGHT  -        806.315 (meters)     2645.39  (feet) COMP
 GK0004  MODELED GRAVITY -    979,638.2   (mgal)                       NAVD 88
 GK0004
 GK0004  VERT ORDER      -  SECOND    CLASS 0
 GK0004
 GK0004.The horizontal coordinates were determined by differentially corrected
 GK0004.hand held GPS observations or other comparable positioning techniques
 GK0004.and have an estimated accuracy of +/- 3 meters.
 GK0004
 GK0004.The orthometric height was determined by differential leveling and
 GK0004.adjusted by the NATIONAL GEODETIC SURVEY
 GK0004.in June 1991.
 GK0004
 GK0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0004.GEOID18 height accuracy estimate available here.
 GK0004
 GK0004.Click photographs - Photos may exist for this station.
 GK0004
 GK0004.The dynamic height is computed by dividing the NAVD 88
 GK0004.geopotential number by the normal gravity value computed on the
 GK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0004.degrees latitude (g = 980.6199 gals.).
 GK0004
 GK0004.The modeled gravity was interpolated from observed gravity values.
 GK0004
 GK0004;                    North         East    Units  Estimated Accuracy
 GK0004;SPC OK N     -   214,059.2     385,340.5     MT  (+/- 3 meters HH1 GPS) 
 GK0004
 GK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7449385281(NAD 83)
 GK0004
 GK0004                          SUPERSEDED SURVEY CONTROL
 GK0004
 GK0004  NGVD 29 (??/??/92)  806.751  (m)         2646.82   (f) ADJ UNCH    2 0
 GK0004
 GK0004.Superseded values are not recommended for survey control.
 GK0004
 GK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0004.See file dsdata.pdf to determine how the superseded data were derived.
 GK0004
 GK0004_MARKER: DB = BENCH MARK DISK
 GK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0004_STAMPING: M 107 1934
 GK0004_MARK LOGO: CGS
 GK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0004+STABILITY: SURFACE MOTION
 GK0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0004+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 GK0004
 GK0004  HISTORY     - Date     Condition        Report By
 GK0004  HISTORY     - 1934     MONUMENTED       CGS
 GK0004  HISTORY     - 20031009 GOOD             INDIV
 GK0004
 GK0004                          STATION DESCRIPTION
 GK0004
 GK0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0004'9.1 MI E FROM FORGAN.
 GK0004'9.1 MILES EAST OF FORGAN M.K. AND T.RR. STATION 0.2 MILE EAST OF MILE
 GK0004'POST 295.  105 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY 64.  42 FEET
 GK0004'SOUTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.
 GK0004
 GK0004                          STATION RECOVERY (2003)
 GK0004
 GK0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 GK0004'RAILROAD TRACKS WERE REMOVED LONG AGO.  WITNESS POST IS 1.0 FOOT
 GK0004'SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0401 ***********************************************************************
 GJ0401  DESIGNATION -  M 108
 GJ0401  PID         -  GJ0401
 GJ0401  STATE/COUNTY-  OK/HARPER
 GJ0401  COUNTRY     -  US
 GJ0401  USGS QUAD   -  BUFFALO (2018)
 GJ0401
 GJ0401                         *CURRENT SURVEY CONTROL
 GJ0401  ______________________________________________________________________
 GJ0401* NAD 83(1986) POSITION- 36 49 49.     (N) 099 37 48.     (W)   SCALED
 GJ0401* NAVD 88 ORTHO HEIGHT -   549.299 (meters)     1802.16  (feet) ADJUSTED
 GJ0401  ______________________________________________________________________
 GJ0401  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 GJ0401  DYNAMIC HEIGHT  -        548.794 (meters)     1800.50  (feet) COMP
 GJ0401  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 GJ0401
 GJ0401  VERT ORDER      -  SECOND    CLASS 0
 GJ0401
 GJ0401.The horizontal coordinates were scaled from a map and have
 GJ0401.an estimated accuracy of +/- 6 seconds.
 GJ0401
 GJ0401.The orthometric height was determined by differential leveling and
 GJ0401.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0401.in June 1991.
 GJ0401
 GJ0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0401.GEOID18 height accuracy estimate available here.
 GJ0401
 GJ0401.Click photographs - Photos may exist for this station.
 GJ0401
 GJ0401.The dynamic height is computed by dividing the NAVD 88
 GJ0401.geopotential number by the normal gravity value computed on the
 GJ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0401.degrees latitude (g = 980.6199 gals.).
 GJ0401
 GJ0401.The modeled gravity was interpolated from observed gravity values.
 GJ0401
 GJ0401;                    North         East    Units  Estimated Accuracy
 GJ0401;SPC OK N     -   204,300.      454,590.      MT  (+/- 180 meters Scaled)
 GJ0401
 GJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF438762(NAD 83)
 GJ0401
 GJ0401                          SUPERSEDED SURVEY CONTROL
 GJ0401
 GJ0401  NGVD 29 (??/??/92)  549.031  (m)         1801.28   (f) ADJ UNCH    2 0
 GJ0401
 GJ0401.Superseded values are not recommended for survey control.
 GJ0401
 GJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0401.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0401
 GJ0401_MARKER: DB = BENCH MARK DISK
 GJ0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0401_SP_SET: BRIDGE WINGWALL
 GJ0401_STAMPING: M 108 1934
 GJ0401_MARK LOGO: CGS
 GJ0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0401
 GJ0401  HISTORY     - Date     Condition        Report By
 GJ0401  HISTORY     - 1934     MONUMENTED       CGS
 GJ0401
 GJ0401                          STATION DESCRIPTION
 GJ0401
 GJ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0401'0.5 MI W FROM BUFFALO.
 GJ0401'400 FEET SOUTH OF JUNCTION OF HIGHWAY U.S. 64 AND OKLAHOMA STATE
 GJ0401'HIGHWAY 34, WHERE U.S. 64 LEAVES STATE HIGHWAY 34 AND BUFFALO
 GJ0401'MAIN STREET.  15 FEET WEST OF CENTER LINE OF OKLAHOMA STATE
 GJ0401'HIGHWAY 34.  IN SOUTHWEST WINGWALL OF CONCRETE HIGHWAY BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0172 ***********************************************************************
 GJ0172  DESIGNATION -  M 109
 GJ0172  PID         -  GJ0172
 GJ0172  STATE/COUNTY-  OK/WOODS
 GJ0172  COUNTRY     -  US
 GJ0172  USGS QUAD   -  WAYNOKA NW (2018)
 GJ0172
 GJ0172                         *CURRENT SURVEY CONTROL
 GJ0172  ______________________________________________________________________
 GJ0172* NAD 83(1986) POSITION- 36 39 09.     (N) 098 56 35.     (W)   SCALED
 GJ0172* NAVD 88 ORTHO HEIGHT -   493.273 (meters)     1618.35  (feet) ADJUSTED
 GJ0172  ______________________________________________________________________
 GJ0172  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GJ0172  DYNAMIC HEIGHT  -        492.824 (meters)     1616.87  (feet) COMP
 GJ0172  MODELED GRAVITY -    979,706.4   (mgal)                       NAVD 88
 GJ0172
 GJ0172  VERT ORDER      -  SECOND    CLASS 0
 GJ0172
 GJ0172.The horizontal coordinates were scaled from a map and have
 GJ0172.an estimated accuracy of +/- 6 seconds.
 GJ0172
 GJ0172.The orthometric height was determined by differential leveling and
 GJ0172.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0172.in June 1991.
 GJ0172
 GJ0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0172.GEOID18 height accuracy estimate available here.
 GJ0172
 GJ0172.Click photographs - Photos may exist for this station.
 GJ0172
 GJ0172.The dynamic height is computed by dividing the NAVD 88
 GJ0172.geopotential number by the normal gravity value computed on the
 GJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0172.degrees latitude (g = 980.6199 gals.).
 GJ0172
 GJ0172.The modeled gravity was interpolated from observed gravity values.
 GJ0172
 GJ0172;                    North         East    Units  Estimated Accuracy
 GJ0172;SPC OK N     -   183,760.      515,680.      MT  (+/- 180 meters Scaled)
 GJ0172
 GJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF050563(NAD 83)
 GJ0172
 GJ0172                          SUPERSEDED SURVEY CONTROL
 GJ0172
 GJ0172  NGVD 29 (??/??/92)  493.059  (m)         1617.64   (f) ADJ UNCH    2 0
 GJ0172
 GJ0172.Superseded values are not recommended for survey control.
 GJ0172
 GJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0172.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0172
 GJ0172_MARKER: DB = BENCH MARK DISK
 GJ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0172_STAMPING: M 109 1934
 GJ0172_MARK LOGO: CGS
 GJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0172+STABILITY: SURFACE MOTION
 GJ0172
 GJ0172  HISTORY     - Date     Condition        Report By
 GJ0172  HISTORY     - 1934     MONUMENTED       CGS
 GJ0172
 GJ0172                          STATION DESCRIPTION
 GJ0172
 GJ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0172'6.8 MI NW FROM WAYNOKA.
 GJ0172'6.8 MILES NORTHWEST OF A.T. AND SF. RR. STATION AT WAYNOKA, 0.3
 GJ0172'MILE SOUTHEAST OF MILEPOST 7, 0.2 MILE NORTHWEST OF ATCHISON
 GJ0172'TOPEKA RAILROAD BRIDGE 6 C, 42 FEET SOUTHWEST OF NEAREST RAIL OF
 GJ0172'TRACK, 32 FEET SOUTH OF CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0034 ***********************************************************************
 GJ0034  DESIGNATION -  M 110
 GJ0034  PID         -  GJ0034
 GJ0034  STATE/COUNTY-  OK/ALFALFA
 GJ0034  COUNTRY     -  US
 GJ0034  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0034
 GJ0034                         *CURRENT SURVEY CONTROL
 GJ0034  ______________________________________________________________________
 GJ0034* NAD 83(1986) POSITION- 36 46 57.     (N) 098 22 08.     (W)   SCALED
 GJ0034* NAVD 88 ORTHO HEIGHT -   361.325 (meters)     1185.45  (feet) ADJUSTED
 GJ0034  ______________________________________________________________________
 GJ0034  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GJ0034  DYNAMIC HEIGHT  -        361.014 (meters)     1184.43  (feet) COMP
 GJ0034  MODELED GRAVITY -    979,758.8   (mgal)                       NAVD 88
 GJ0034
 GJ0034  VERT ORDER      -  SECOND    CLASS 0
 GJ0034
 GJ0034.The horizontal coordinates were scaled from a map and have
 GJ0034.an estimated accuracy of +/- 6 seconds.
 GJ0034
 GJ0034.The orthometric height was determined by differential leveling and
 GJ0034.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0034.in June 1991.
 GJ0034
 GJ0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0034.GEOID18 height accuracy estimate available here.
 GJ0034
 GJ0034.Click photographs - Photos may exist for this station.
 GJ0034
 GJ0034.The dynamic height is computed by dividing the NAVD 88
 GJ0034.geopotential number by the normal gravity value computed on the
 GJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0034.degrees latitude (g = 980.6199 gals.).
 GJ0034
 GJ0034.The modeled gravity was interpolated from observed gravity values.
 GJ0034
 GJ0034;                    North         East    Units  Estimated Accuracy
 GJ0034;SPC OK N     -   197,840.      567,070.      MT  (+/- 180 meters Scaled)
 GJ0034
 GJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF563709(NAD 83)
 GJ0034
 GJ0034                          SUPERSEDED SURVEY CONTROL
 GJ0034
 GJ0034  NGVD 29 (??/??/92)  361.171  (m)         1184.94   (f) ADJ UNCH    2 0
 GJ0034
 GJ0034.Superseded values are not recommended for survey control.
 GJ0034
 GJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0034.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0034
 GJ0034_MARKER: DB = BENCH MARK DISK
 GJ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0034_STAMPING: M 110 1934
 GJ0034_MARK LOGO: CGS
 GJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0034+STABILITY: SURFACE MOTION
 GJ0034
 GJ0034  HISTORY     - Date     Condition        Report By
 GJ0034  HISTORY     - 1934     MONUMENTED       CGS
 GJ0034
 GJ0034                          STATION DESCRIPTION
 GJ0034
 GJ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0034'1.9 MI NW FROM CHEROKEE.
 GJ0034'1.9 MILES NW. OF A.T. AND SF. RR. STATION AT CHEROKEE, 0.23 MILE
 GJ0034'NORTH OF MILEPOST 18, 45 FEET EAST OF NEAREST RAIL OF ATCHISON
 GJ0034'TOPEKA AND SANTA FE TRACK, 30 FEET SOUTH OF CENTER LINE OF SECTION
 GJ0034'LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0011 ***********************************************************************
 GJ0011  DESIGNATION -  M 111
 GJ0011  PID         -  GJ0011
 GJ0011  STATE/COUNTY-  OK/ALFALFA
 GJ0011  COUNTRY     -  US
 GJ0011  USGS QUAD   -  LAMBERT (2018)
 GJ0011
 GJ0011                         *CURRENT SURVEY CONTROL
 GJ0011  ______________________________________________________________________
 GJ0011* NAD 83(1986) POSITION- 36 41 06.     (N) 098 24 33.     (W)   SCALED
 GJ0011* NAVD 88 ORTHO HEIGHT -   381.843 (meters)     1252.76  (feet) ADJUSTED
 GJ0011  ______________________________________________________________________
 GJ0011  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 GJ0011  DYNAMIC HEIGHT  -        381.510 (meters)     1251.67  (feet) COMP
 GJ0011  MODELED GRAVITY -    979,747.1   (mgal)                       NAVD 88
 GJ0011
 GJ0011  VERT ORDER      -  SECOND    CLASS 0
 GJ0011
 GJ0011.The horizontal coordinates were scaled from a map and have
 GJ0011.an estimated accuracy of +/- 6 seconds.
 GJ0011
 GJ0011.The orthometric height was determined by differential leveling and
 GJ0011.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0011.in June 1991.
 GJ0011
 GJ0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0011.GEOID18 height accuracy estimate available here.
 GJ0011
 GJ0011.Click photographs - Photos may exist for this station.
 GJ0011
 GJ0011.The dynamic height is computed by dividing the NAVD 88
 GJ0011.geopotential number by the normal gravity value computed on the
 GJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0011.degrees latitude (g = 980.6199 gals.).
 GJ0011
 GJ0011.The modeled gravity was interpolated from observed gravity values.
 GJ0011
 GJ0011;                    North         East    Units  Estimated Accuracy
 GJ0011;SPC OK N     -   187,040.      563,430.      MT  (+/- 180 meters Scaled)
 GJ0011
 GJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF527600(NAD 83)
 GJ0011
 GJ0011                          SUPERSEDED SURVEY CONTROL
 GJ0011
 GJ0011  NGVD 29 (??/??/92)  381.683  (m)         1252.24   (f) ADJ UNCH    2 0
 GJ0011
 GJ0011.Superseded values are not recommended for survey control.
 GJ0011
 GJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0011.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0011
 GJ0011_MARKER: DB = BENCH MARK DISK
 GJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0011_STAMPING: M 111 1935
 GJ0011_MARK LOGO: CGS
 GJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0011+STABILITY: SURFACE MOTION
 GJ0011
 GJ0011  HISTORY     - Date     Condition        Report By
 GJ0011  HISTORY     - 1935     MONUMENTED       CGS
 GJ0011
 GJ0011                          STATION DESCRIPTION
 GJ0011
 GJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0011'AT YEWED.
 GJ0011'AT YEWED, 270 FEET SOUTH OF MILEPOST 306, 150 FEET NORTH OF
 GJ0011'ATCHISON TOPEKA AND SANTA FE STATION, 51 FEET WEST OF NEAREST RAIL
 GJ0011'OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0111 ***********************************************************************
 GJ0111  DESIGNATION -  M 112
 GJ0111  PID         -  GJ0111
 GJ0111  STATE/COUNTY-  OK/BLAINE
 GJ0111  COUNTRY     -  US
 GJ0111  USGS QUAD   -  CANTON (2018)
 GJ0111
 GJ0111                         *CURRENT SURVEY CONTROL
 GJ0111  ______________________________________________________________________
 GJ0111* NAD 83(1986) POSITION- 36 04 17.     (N) 098 33 55.     (W)   SCALED
 GJ0111* NAVD 88 ORTHO HEIGHT -   481.750 (meters)     1580.54  (feet) ADJUSTED
 GJ0111  ______________________________________________________________________
 GJ0111  GEOID HEIGHT    -        -27.344 (meters)                     GEOID18
 GJ0111  DYNAMIC HEIGHT  -        481.298 (meters)     1579.06  (feet) COMP
 GJ0111  MODELED GRAVITY -    979,678.8   (mgal)                       NAVD 88
 GJ0111
 GJ0111  VERT ORDER      -  SECOND    CLASS 0
 GJ0111
 GJ0111.The horizontal coordinates were scaled from a map and have
 GJ0111.an estimated accuracy of +/- 6 seconds.
 GJ0111
 GJ0111.The orthometric height was determined by differential leveling and
 GJ0111.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0111.in June 1991.
 GJ0111
 GJ0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0111.GEOID18 height accuracy estimate available here.
 GJ0111
 GJ0111.Click photographs - Photos may exist for this station.
 GJ0111
 GJ0111.The dynamic height is computed by dividing the NAVD 88
 GJ0111.geopotential number by the normal gravity value computed on the
 GJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0111.degrees latitude (g = 980.6199 gals.).
 GJ0111
 GJ0111.The modeled gravity was interpolated from observed gravity values.
 GJ0111
 GJ0111;                    North         East    Units  Estimated Accuracy
 GJ0111;SPC OK N     -   119,020.      549,080.      MT  (+/- 180 meters Scaled)
 GJ0111
 GJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE391919(NAD 83)
 GJ0111
 GJ0111                          SUPERSEDED SURVEY CONTROL
 GJ0111
 GJ0111  NGVD 29 (??/??/92)  481.562  (m)         1579.92   (f) ADJ UNCH    2 0
 GJ0111
 GJ0111.Superseded values are not recommended for survey control.
 GJ0111
 GJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0111.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0111
 GJ0111_MARKER: DB = BENCH MARK DISK
 GJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0111_STAMPING: M 112 1935
 GJ0111_MARK LOGO: CGS
 GJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0111+STABILITY: SURFACE MOTION
 GJ0111
 GJ0111  HISTORY     - Date     Condition        Report By
 GJ0111  HISTORY     - 1935     MONUMENTED       CGS
 GJ0111
 GJ0111                          STATION DESCRIPTION
 GJ0111
 GJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0111'1.7 MI NE FROM CANTON.
 GJ0111'90 FEET NORTHEAST OF CENTERLINE OF SECTION LINE ROAD, 55 FEET
 GJ0111'WEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0111'6 FEET WEST OF 8TH POLE SOUTHWEST OF MILEPOST 352.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0087 ***********************************************************************
 GJ0087  DESIGNATION -  M 113
 GJ0087  PID         -  GJ0087
 GJ0087  STATE/COUNTY-  OK/BLAINE
 GJ0087  COUNTRY     -  US
 GJ0087  USGS QUAD   -  OKEENE (2018)
 GJ0087
 GJ0087                         *CURRENT SURVEY CONTROL
 GJ0087  ______________________________________________________________________
 GJ0087* NAD 83(1986) POSITION- 36 01 44.     (N) 098 20 02.     (W)   SCALED
 GJ0087* NAVD 88 ORTHO HEIGHT -   373.705 (meters)     1226.06  (feet) ADJUSTED
 GJ0087  ______________________________________________________________________
 GJ0087  GEOID HEIGHT    -        -27.271 (meters)                     GEOID18
 GJ0087  DYNAMIC HEIGHT  -        373.364 (meters)     1224.95  (feet) COMP
 GJ0087  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 GJ0087
 GJ0087  VERT ORDER      -  SECOND    CLASS 0
 GJ0087
 GJ0087.The horizontal coordinates were scaled from a map and have
 GJ0087.an estimated accuracy of +/- 6 seconds.
 GJ0087
 GJ0087.The orthometric height was determined by differential leveling and
 GJ0087.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0087.in June 1991.
 GJ0087
 GJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0087.GEOID18 height accuracy estimate available here.
 GJ0087
 GJ0087.Click photographs - Photos may exist for this station.
 GJ0087
 GJ0087.The dynamic height is computed by dividing the NAVD 88
 GJ0087.geopotential number by the normal gravity value computed on the
 GJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0087.degrees latitude (g = 980.6199 gals.).
 GJ0087
 GJ0087.The modeled gravity was interpolated from observed gravity values.
 GJ0087
 GJ0087;                    North         East    Units  Estimated Accuracy
 GJ0087;SPC OK N     -   114,210.      569,910.      MT  (+/- 180 meters Scaled)
 GJ0087
 GJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE600873(NAD 83)
 GJ0087
 GJ0087                          SUPERSEDED SURVEY CONTROL
 GJ0087
 GJ0087  NGVD 29 (??/??/92)  373.540  (m)         1225.52   (f) ADJ UNCH    2 0
 GJ0087
 GJ0087.Superseded values are not recommended for survey control.
 GJ0087
 GJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0087.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0087
 GJ0087_MARKER: DB = BENCH MARK DISK
 GJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0087_STAMPING: M 113 1935
 GJ0087_MARK LOGO: CGS
 GJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0087+STABILITY: SURFACE MOTION
 GJ0087
 GJ0087  HISTORY     - Date     Condition        Report By
 GJ0087  HISTORY     - 1935     MONUMENTED       CGS
 GJ0087  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0087
 GJ0087                          STATION DESCRIPTION
 GJ0087
 GJ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0087'4.3 MI N FROM HITCHCOCK.
 GJ0087'4.3 MILES NORTH OF ROCK ISLAND STATION AT HITCHCOCK 96 FEET EAST
 GJ0087'OF 17TH. POLE SOUTHWEST OF MILEPOST 46, 60 FEET SOUTHEAST OF
 GJ0087'NEAREST RAIL OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACK,
 GJ0087'36 FEET SOUTH OF CENTER LINE OF SECTION LINE ROAD.
 GJ0087
 GJ0087                          STATION RECOVERY (2022)
 GJ0087
 GJ0087'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0141 ***********************************************************************
 GJ0141  DESIGNATION -  M 114
 GJ0141  PID         -  GJ0141
 GJ0141  STATE/COUNTY-  OK/DEWEY
 GJ0141  COUNTRY     -  US
 GJ0141  USGS QUAD   -  TALOGA (2018)
 GJ0141
 GJ0141                         *CURRENT SURVEY CONTROL
 GJ0141  ______________________________________________________________________
 GJ0141* NAD 83(1986) POSITION- 36 04 09.75   (N) 098 58 09.35   (W)   HD_HELD1
 GJ0141* NAVD 88 ORTHO HEIGHT -   544.182 (meters)     1785.37  (feet) ADJUSTED
 GJ0141  ______________________________________________________________________
 GJ0141  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 GJ0141  DYNAMIC HEIGHT  -        543.654 (meters)     1783.64  (feet) COMP
 GJ0141  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 GJ0141
 GJ0141  VERT ORDER      -  SECOND    CLASS 0
 GJ0141
 GJ0141.The horizontal coordinates were determined by differentially corrected
 GJ0141.hand held GPS observations or other comparable positioning techniques
 GJ0141.and have an estimated accuracy of +/- 3 meters.
 GJ0141
 GJ0141.The orthometric height was determined by differential leveling and
 GJ0141.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0141.in June 1991.
 GJ0141
 GJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0141.GEOID18 height accuracy estimate available here.
 GJ0141
 GJ0141.Click photographs - Photos may exist for this station.
 GJ0141
 GJ0141.The dynamic height is computed by dividing the NAVD 88
 GJ0141.geopotential number by the normal gravity value computed on the
 GJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0141.degrees latitude (g = 980.6199 gals.).
 GJ0141
 GJ0141.The modeled gravity was interpolated from observed gravity values.
 GJ0141
 GJ0141;                    North         East    Units  Estimated Accuracy
 GJ0141;SPC OK N     -   119,085.8     512,690.3     MT  (+/- 3 meters HH1 GPS) 
 GJ0141
 GJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0276791643(NAD 83)
 GJ0141
 GJ0141                          SUPERSEDED SURVEY CONTROL
 GJ0141
 GJ0141  NGVD 29 (??/??/92)  543.956  (m)         1784.63   (f) ADJ UNCH    2 0
 GJ0141
 GJ0141.Superseded values are not recommended for survey control.
 GJ0141
 GJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0141.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0141
 GJ0141_MARKER: DB = BENCH MARK DISK
 GJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0141_STAMPING: M 114 1935
 GJ0141_MARK LOGO: CGS
 GJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0141+STABILITY: SURFACE MOTION
 GJ0141
 GJ0141  HISTORY     - Date     Condition        Report By
 GJ0141  HISTORY     - 1935     MONUMENTED       CGS
 GJ0141
 GJ0141                          STATION DESCRIPTION
 GJ0141
 GJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0141'2.4 MI N FROM TALOGA.
 GJ0141'2.4 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COURTHOUSE AT
 GJ0141'TALOGA, DEWEY COUNTY, 2 FEET WEST OF A SECTION-LINE FENCE, 30
 GJ0141'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND INSIDE THE FENCE
 GJ0141'CORNER.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 GJ0141'NOTE-- IN 1939 IT WAS REPORTED (BY THE OIL CO. SURVEY)-- M 114 IS
 GJ0141'NOW WEST OF THE PRESENT HIGHWAY, APPROXIMATELY 200 FEET WEST OF
 GJ0141'THE HIGHWAY, AND 1500 FEET SOUTH OF THE EAST-AND-WEST TOWNSHIP
 GJ0141'LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0360 ***********************************************************************
 GL0360  DESIGNATION -  M 12
 GL0360  PID         -  GL0360
 GL0360  STATE/COUNTY-  OK/CIMARRON
 GL0360  COUNTRY     -  US
 GL0360  USGS QUAD   -  KENTON (2018)
 GL0360
 GL0360                         *CURRENT SURVEY CONTROL
 GL0360  ______________________________________________________________________
 GL0360* NAD 83(1986) POSITION- 36 53 48.1    (N) 102 53 07.8    (W)   HD_HELD2
 GL0360* NAVD 88 ORTHO HEIGHT -  1322.295 (meters)     4338.23  (feet) ADJUSTED
 GL0360  ______________________________________________________________________
 GL0360  GEOID HEIGHT    -        -22.745 (meters)                     GEOID18
 GL0360  DYNAMIC HEIGHT  -       1320.829 (meters)     4333.42  (feet) COMP
 GL0360  MODELED GRAVITY -    979,476.2   (mgal)                       NAVD 88
 GL0360
 GL0360  VERT ORDER      -  SECOND    CLASS 0
 GL0360
 GL0360.The horizontal coordinates were established by autonomous hand held GPS
 GL0360.observations and have an estimated accuracy of +/- 10 meters.
 GL0360
 GL0360.The orthometric height was determined by differential leveling and
 GL0360.adjusted by the NATIONAL GEODETIC SURVEY
 GL0360.in June 1991.
 GL0360
 GL0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0360.GEOID18 height accuracy estimate available here.
 GL0360
 GL0360.Click photographs - Photos may exist for this station.
 GL0360
 GL0360.The dynamic height is computed by dividing the NAVD 88
 GL0360.geopotential number by the normal gravity value computed on the
 GL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0360.degrees latitude (g = 980.6199 gals.).
 GL0360
 GL0360.The modeled gravity was interpolated from observed gravity values.
 GL0360
 GL0360;                    North         East    Units  Estimated Accuracy
 GL0360;SPC OK N     -   221,407.      164,718.      MT  (+/- 10 meters HH2 GPS)
 GL0360
 GL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8840685500(NAD 83)
 GL0360
 GL0360                          SUPERSEDED SURVEY CONTROL
 GL0360
 GL0360.No superseded survey control is available for this station.
 GL0360
 GL0360_MARKER: DB = BENCH MARK DISK
 GL0360_SETTING: 66 = SET IN ROCK OUTCROP
 GL0360_STAMPING: M 12 1939
 GL0360_MARK LOGO: CGS
 GL0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0360+STABILITY: POSITION/ELEVATION WELL
 GL0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0360+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0360
 GL0360  HISTORY     - Date     Condition        Report By
 GL0360  HISTORY     - 1939     MONUMENTED       CGS
 GL0360  HISTORY     - 20051008 GOOD             INDIV
 GL0360
 GL0360                          STATION DESCRIPTION
 GL0360
 GL0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0360'4.6 MI E FROM KENTON.
 GL0360'4.6 MILES EAST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  63 FEET
 GL0360'SOUTH OF CENTER-LINE OF HIGHWAY.  15 FEET SOUTH OF FENCE LINE.  SET IN
 GL0360'FOURTH STEP OF A LARGE SANDSTONE OUTCROPPING SOUTH OF A GROUP OF
 GL0360'SANDSTONE MINARETS ON THE NORTH SIDE OF THE HIGHWAY.
 GL0360
 GL0360                          STATION RECOVERY (2005)
 GL0360
 GL0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0360'THE RIGHT OF WAY FENCE IS 30 FEET TO THE SOUTHWEST OF THE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0203 ***********************************************************************
 EM0203  DESIGNATION -  M 123
 EM0203  PID         -  EM0203
 EM0203  STATE/COUNTY-  OK/KIOWA
 EM0203  COUNTRY     -  US
 EM0203  USGS QUAD   -  LAKE ALTUS (2018)
 EM0203
 EM0203                         *CURRENT SURVEY CONTROL
 EM0203  ______________________________________________________________________
 EM0203* NAD 83(1986) POSITION- 34 56 46.     (N) 099 15 23.     (W)   SCALED
 EM0203* NAVD 88 ORTHO HEIGHT -   467.681 (meters)     1534.38  (feet) ADJUSTED
 EM0203  ______________________________________________________________________
 EM0203  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 EM0203  DYNAMIC HEIGHT  -        467.231 (meters)     1532.91  (feet) COMP
 EM0203  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 EM0203
 EM0203  VERT ORDER      -  SECOND    CLASS 0
 EM0203
 EM0203.The horizontal coordinates were scaled from a map and have
 EM0203.an estimated accuracy of +/- 6 seconds.
 EM0203
 EM0203.The orthometric height was determined by differential leveling and
 EM0203.adjusted by the NATIONAL GEODETIC SURVEY
 EM0203.in June 1991.
 EM0203
 EM0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0203.GEOID18 height accuracy estimate available here.
 EM0203
 EM0203.Click photographs - Photos may exist for this station.
 EM0203
 EM0203.The dynamic height is computed by dividing the NAVD 88
 EM0203.geopotential number by the normal gravity value computed on the
 EM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0203.degrees latitude (g = 980.6199 gals.).
 EM0203
 EM0203.The modeled gravity was interpolated from observed gravity values.
 EM0203
 EM0203;                    North         East    Units  Estimated Accuracy
 EM0203;SPC OK S     -   179,610.      485,240.      MT  (+/- 180 meters Scaled)
 EM0203
 EM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD765670(NAD 83)
 EM0203
 EM0203                          SUPERSEDED SURVEY CONTROL
 EM0203
 EM0203  NGVD 29 (??/??/92)  467.522  (m)         1533.86   (f) ADJ UNCH    2 0
 EM0203
 EM0203.Superseded values are not recommended for survey control.
 EM0203
 EM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0203.See file dsdata.pdf to determine how the superseded data were derived.
 EM0203
 EM0203_MARKER: DB = BENCH MARK DISK
 EM0203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0203_SP_SET: CULVERT HEADWALL
 EM0203_STAMPING: M 123 1961
 EM0203_MARK LOGO: CGS
 EM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0203+STABILITY: SURFACE MOTION
 EM0203
 EM0203  HISTORY     - Date     Condition        Report By
 EM0203  HISTORY     - 1961     MONUMENTED       CGS
 EM0203
 EM0203                          STATION DESCRIPTION
 EM0203
 EM0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0203'3.75 MI S FROM LONE WOLF.
 EM0203'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE WOLF,
 EM0203'THENCE 3.15 MILES SOUTH ALONG STATE HIGHWAY 44, ABOUT 200 FEET SOUTH
 EM0203'OF RAILROAD MILEPOST 444, 80 FEET EAST OF THE EAST RAIL OF THE
 EM0203'RAILROAD, 20 FEET WEST OF THE CENTER OF THE HIGHWAY, 1.5 FEET
 EM0203'NORTHWEST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN THE WEST
 EM0203'HEADWALL OF A CONCRETE CULVERT, 0.7 FOOT NORTH OF THE SOUTH END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0493 ***********************************************************************
 EM0493  DESIGNATION -  M 124
 EM0493  PID         -  EM0493
 EM0493  STATE/COUNTY-  OK/GREER
 EM0493  COUNTRY     -  US
 EM0493  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0493
 EM0493                         *CURRENT SURVEY CONTROL
 EM0493  ______________________________________________________________________
 EM0493* NAD 83(1986) POSITION- 34 51 30.     (N) 099 30 30.     (W)   SCALED
 EM0493* NAVD 88 ORTHO HEIGHT -   462.143 (meters)     1516.21  (feet) ADJUSTED
 EM0493  ______________________________________________________________________
 EM0493  GEOID HEIGHT    -        -26.744 (meters)                     GEOID18
 EM0493  DYNAMIC HEIGHT  -        461.655 (meters)     1514.61  (feet) COMP
 EM0493  MODELED GRAVITY -    979,566.3   (mgal)                       NAVD 88
 EM0493
 EM0493  VERT ORDER      -  SECOND    CLASS 0
 EM0493
 EM0493.The horizontal coordinates were scaled from a map and have
 EM0493.an estimated accuracy of +/- 6 seconds.
 EM0493
 EM0493.The orthometric height was determined by differential leveling and
 EM0493.adjusted by the NATIONAL GEODETIC SURVEY
 EM0493.in June 1991.
 EM0493
 EM0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0493.GEOID18 height accuracy estimate available here.
 EM0493
 EM0493.Click photographs - Photos may exist for this station.
 EM0493
 EM0493.The dynamic height is computed by dividing the NAVD 88
 EM0493.geopotential number by the normal gravity value computed on the
 EM0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0493.degrees latitude (g = 980.6199 gals.).
 EM0493
 EM0493.The modeled gravity was interpolated from observed gravity values.
 EM0493
 EM0493;                    North         East    Units  Estimated Accuracy
 EM0493;SPC OK S     -   170,190.      462,080.      MT  (+/- 180 meters Scaled)
 EM0493
 EM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD535574(NAD 83)
 EM0493
 EM0493                          SUPERSEDED SURVEY CONTROL
 EM0493
 EM0493  NGVD 29 (??/??/92)  461.940  (m)         1515.55   (f) ADJ UNCH    2 0
 EM0493
 EM0493.Superseded values are not recommended for survey control.
 EM0493
 EM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0493.See file dsdata.pdf to determine how the superseded data were derived.
 EM0493
 EM0493_MARKER: DB = BENCH MARK DISK
 EM0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0493_SP_SET: ABUTMENT
 EM0493_STAMPING: M 124 1961
 EM0493_MARK LOGO: CGS
 EM0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0493
 EM0493  HISTORY     - Date     Condition        Report By
 EM0493  HISTORY     - 1961     MONUMENTED       CGS
 EM0493
 EM0493                          STATION DESCRIPTION
 EM0493
 EM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0493'1.0 MI S FROM MANGUM.
 EM0493'1.0 MILE SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MANGUM,
 EM0493'1 FOOT NORTH OF THE NORTHEAST BANISTER, CEMENTED IN THE NORTHEAST
 EM0493'ABUTMENT OF THE RIVER BRIDGE OVER SALT FORK RED RIVER AND ABOUT 0.5
 EM0493'FOOT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0269 ***********************************************************************
 GH0269  DESIGNATION -  M 130
 GH0269  PID         -  GH0269
 GH0269  STATE/COUNTY-  OK/KAY
 GH0269  COUNTRY     -  US
 GH0269  USGS QUAD   -  PONCA CITY SE (2018)
 GH0269
 GH0269                         *CURRENT SURVEY CONTROL
 GH0269  ______________________________________________________________________
 GH0269* NAD 83(1986) POSITION- 36 37 22.     (N) 097 05 29.     (W)   SCALED
 GH0269* NAVD 88 ORTHO HEIGHT -   280.678 (meters)      920.86  (feet) ADJUSTED
 GH0269  ______________________________________________________________________
 GH0269  GEOID HEIGHT    -        -28.815 (meters)                     GEOID18
 GH0269  DYNAMIC HEIGHT  -        280.435 (meters)      920.06  (feet) COMP
 GH0269  MODELED GRAVITY -    979,760.8   (mgal)                       NAVD 88
 GH0269
 GH0269  VERT ORDER      -  SECOND    CLASS 0
 GH0269
 GH0269.The horizontal coordinates were scaled from a map and have
 GH0269.an estimated accuracy of +/- 6 seconds.
 GH0269
 GH0269.The orthometric height was determined by differential leveling and
 GH0269.adjusted by the NATIONAL GEODETIC SURVEY
 GH0269.in June 1991.
 GH0269
 GH0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0269.GEOID18 height accuracy estimate available here.
 GH0269
 GH0269.Click photographs - Photos may exist for this station.
 GH0269
 GH0269.The dynamic height is computed by dividing the NAVD 88
 GH0269.geopotential number by the normal gravity value computed on the
 GH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0269.degrees latitude (g = 980.6199 gals.).
 GH0269
 GH0269.The modeled gravity was interpolated from observed gravity values.
 GH0269
 GH0269;                    North         East    Units  Estimated Accuracy
 GH0269;SPC OK N     -   180,440.      681,270.      MT  (+/- 180 meters Scaled)
 GH0269
 GH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF706547(NAD 83)
 GH0269
 GH0269                          SUPERSEDED SURVEY CONTROL
 GH0269
 GH0269  NGVD 29 (??/??/92)  280.551  (m)          920.44   (f) ADJ UNCH    2 0
 GH0269
 GH0269.Superseded values are not recommended for survey control.
 GH0269
 GH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0269.See file dsdata.pdf to determine how the superseded data were derived.
 GH0269
 GH0269_MARKER: DB = BENCH MARK DISK
 GH0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0269_STAMPING: M 130 1934
 GH0269_MARK LOGO: CGS
 GH0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0269+STABILITY: SURFACE MOTION
 GH0269
 GH0269  HISTORY     - Date     Condition        Report By
 GH0269  HISTORY     - 1934     MONUMENTED       CGS
 GH0269
 GH0269                          STATION DESCRIPTION
 GH0269
 GH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0269'1.8 MI SW FROM WHITE EAGLE.
 GH0269'IN KAY COUNTY, ABOUT 5.6 MILES NORTHEAST ALONG THE ATCHISON,
 GH0269'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MARLAND, NOBLE
 GH0269'COUNTY, ABOUT 1.8 MILES SOUTHWEST OF THE STATION AT WHITE EAGLE,
 GH0269'ABOUT 0.6 MILE SOUTHWEST OF THE STEEL BRIDGE 294 A OVER SALT FORK
 GH0269'OF ARKANSAS RIVER, ABOUT 1,800 FEET NORTHEAST OF MILEPOST 295, AT
 GH0269'A DIRT-ROAD CROSSING, 72 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GH0269'ROAD, 35.8 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND
 GH0269'4.5 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED M 130
 GH0269'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0234 ***********************************************************************
 GH0234  CBN         -  This is a Cooperative Base Network Control Station.
 GH0234  DESIGNATION -  M 131
 GH0234  PID         -  GH0234
 GH0234  STATE/COUNTY-  OK/KAY
 GH0234  COUNTRY     -  US
 GH0234  USGS QUAD   -  BLACKWELL (2018)
 GH0234
 GH0234                         *CURRENT SURVEY CONTROL
 GH0234  ______________________________________________________________________
 GH0234* NAD 83(2011) POSITION- 36 45 11.98095(N) 097 15 16.82235(W)   ADJUSTED
 GH0234* NAD 83(2011) ELLIP HT-   275.143 (meters)        (06/27/12)   ADJUSTED
 GH0234* NAD 83(2011) EPOCH   -  2010.00
 GH0234* NAVD 88 ORTHO HEIGHT -   303.933 (meters)      997.15  (feet) ADJUSTED
 GH0234  ______________________________________________________________________
 GH0234  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 GH0234  NAD 83(2011) X  -   -646,128.759 (meters)                     COMP
 GH0234  NAD 83(2011) Y  - -5,075,680.362 (meters)                     COMP
 GH0234  NAD 83(2011) Z  -  3,795,660.153 (meters)                     COMP
 GH0234  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 GH0234  DYNAMIC HEIGHT  -        303.672 (meters)      996.30  (feet) COMP
 GH0234  MODELED GRAVITY -    979,766.7   (mgal)                       NAVD 88
 GH0234
 GH0234  VERT ORDER      -  SECOND    CLASS 0
 GH0234
 GH0234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0234  Standards:
 GH0234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0234  -------------------------------------------------------------------
 GH0234  NETWORK    0.69   1.53           0.32   0.22   0.78     -0.09310229
 GH0234  -------------------------------------------------------------------
 GH0234  Click here for local accuracies and other accuracy information.
 GH0234
 GH0234.The horizontal coordinates were established by GPS observations
 GH0234.and adjusted by the National Geodetic Survey in June 2012.
 GH0234
 GH0234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0234.been affixed to the stable North American tectonic plate. See 
 GH0234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0234
 GH0234.The horizontal coordinates are valid at the epoch date displayed above
 GH0234.which is a decimal equivalence of Year/Month/Day.
 GH0234
 GH0234.The orthometric height was determined by differential leveling and
 GH0234.adjusted by the NATIONAL GEODETIC SURVEY
 GH0234.in June 1991.
 GH0234
 GH0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0234.GEOID18 height accuracy estimate available here.
 GH0234
 GH0234.Click photographs - Photos may exist for this station.
 GH0234
 GH0234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0234
 GH0234.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0234
 GH0234.The ellipsoidal height was determined by GPS observations
 GH0234.and is referenced to NAD 83.
 GH0234
 GH0234.The dynamic height is computed by dividing the NAVD 88
 GH0234.geopotential number by the normal gravity value computed on the
 GH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0234.degrees latitude (g = 980.6199 gals.).
 GH0234
 GH0234.The modeled gravity was interpolated from observed gravity values.
 GH0234
 GH0234. The following values were computed from the NAD 83(2011) position.
 GH0234
 GH0234;                    North         East     Units Scale Factor Converg.
 GH0234;SPC OK N     -   194,798.442   666,555.692   MT  0.99999759   +0 26 23.5
 GH0234;SPC OK N     -   639,101.22  2,186,858.13   sFT  0.99999759   +0 26 23.5
 GH0234;UTM  14      - 4,068,928.980   655,799.451   MT  0.99989905   +1 02 40.4
 GH0234
 GH0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0234!SPC OK N     -   0.99995682  x   0.99999759  =   0.99995441
 GH0234!UTM  14      -   0.99995682  x   0.99989905  =   0.99985588
 GH0234
 GH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5579968928(NAD 83)
 GH0234
 GH0234                          SUPERSEDED SURVEY CONTROL
 GH0234
 GH0234  NAD 83(2007)-  36 45 11.98093(N)    097 15 16.82306(W) AD(2002.00) 0
 GH0234  ELLIP H (02/10/07)  275.156  (m)                       GP(2002.00)    
 GH0234  ELLIP H (02/05/01)  275.181  (m)                       GP(       ) 2 2
 GH0234  NAD 83(1993)-  36 45 11.98082(N)    097 15 16.82318(W) AD(       ) B
 GH0234  ELLIP H (05/09/94)  275.198  (m)                       GP(       ) 4 2
 GH0234  NAD 83(1986)-  36 45 11.98629(N)    097 15 16.80703(W) AD(       ) 2
 GH0234  NAVD 88             303.93   (m)          997.1    (f) LEVELING    3  
 GH0234  NGVD 29 (??/??/92)  303.814  (m)          996.76   (f) ADJ UNCH    2 0
 GH0234  NGVD 29 (11/30/89)  304.     (m)  RAPSU86  model used  GPS OBS        
 GH0234
 GH0234.Superseded values are not recommended for survey control.
 GH0234
 GH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0234.See file dsdata.pdf to determine how the superseded data were derived.
 GH0234
 GH0234_MARKER: DB = BENCH MARK DISK
 GH0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0234_STAMPING: M 131 1934
 GH0234_MARK LOGO: CGS
 GH0234_PROJECTION: RECESSED 2 CENTIMETERS
 GH0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0234+STABILITY: SURFACE MOTION
 GH0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0234+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2008
 GH0234
 GH0234  HISTORY     - Date     Condition        Report By
 GH0234  HISTORY     - 1934     MONUMENTED       CGS
 GH0234  HISTORY     - 1939     GOOD
 GH0234  HISTORY     - 19890301 GOOD             NGS
 GH0234  HISTORY     - 19930422 GOOD             NGS
 GH0234  HISTORY     - 19970512 GOOD             NGS
 GH0234  HISTORY     - 19970515 GOOD             NGS
 GH0234  HISTORY     - 20010503 GOOD             MSAM
 GH0234  HISTORY     - 20030926 GOOD             OKDOT
 GH0234  HISTORY     - 20060817 GOOD             OKDOT
 GH0234  HISTORY     - 20080317 GOOD             AIRDAT
 GH0234
 GH0234                          STATION DESCRIPTION
 GH0234
 GH0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0234'4.5 MI SE FROM BLACKWELL.
 GH0234'ABOUT 4.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0234'RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 1,150
 GH0234'FEET SOUTHEAST OF MILEPOST 131, AT A PAVED-ROAD CROSSING,
 GH0234'45 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 36 FEET
 GH0234'NORTH OF THE CENTER LINE OF THE ROAD, AND 4.2 FEET EAST OF A
 GH0234'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED M 131 1934
 GH0234'AND SET IN THE TOP OF A CONCRETE POST.
 GH0234
 GH0234                          STATION RECOVERY (1939)
 GH0234
 GH0234'RECOVERED 1939
 GH0234'RECOVERED IN GOOD CONDITION.
 GH0234
 GH0234                          STATION RECOVERY (1989)
 GH0234
 GH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0234'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0234'FOLLOWS.
 GH0234'THE STATION IS LOCATED ABOUT 16.2 KM (10.05 MI) NORTHWEST OF PONCA
 GH0234'CITY, 8.7 KM (5.40 MI) NORTHEAST OF TONKAWA, AND 6.1 KM (3.80 MI)
 GH0234'SOUTHEAST OF BLACKWELL.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GH0234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 177 AND STATE
 GH0234'HIGHWAY 11 IN BLACKWELL, GO SOUTH ON HIGHWAY 177 FOR 6.5 KM (4.05 MI)
 GH0234'TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST ON HUBBARD ROAD FOR 2.5
 GH0234'KM (1.55 MI) TO THE STATION ON THE LEFT.
 GH0234'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 GH0234'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 11.3 M
 GH0234'(37.1 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.0 M (3.3 FT) EAST OF
 GH0234'A FENCE, AND 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST.
 GH0234'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 GH0234
 GH0234                          STATION RECOVERY (1993)
 GH0234
 GH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0234'STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTHEAST OF TONKAWA, 6 KM
 GH0234'(3.70 MI) SOUTHEAST OF BLACKWELL, IN THE NORTHWEST ANGLE OF THE
 GH0234'JUNCTION OF A PAVED ROAD AND A TRACK ROAD IN AN OLD RAILROAD
 GH0234'RIGHT-OF-WAY, ON ROAD RIGHT-OF-WAY, IN WEEDS, ALONG AN OLD FENCE LINE
 GH0234'SEPARATING THE RAILROAD FROM A CULTIVATED FIELD, NEAR THE SOUTH EDGE
 GH0234'OF SECTION 1, T 26 N, R 1 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GH0234'TRANSPORTATION.
 GH0234'TO REACH FROM THE JUNCTION OF US HIGHWAY 177 AND STATE HIGHWAY 11 ON
 GH0234'THE NORTH SIDE OF BLACKWELL, GO SOUTH THROUGH TOWN ON HIGHWAY 177 FOR
 GH0234'6.49 KM (4.05 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, FOR 2.56 KM
 GH0234'(1.60 MI) TO THE OLD RAILROAD BED AND THE STATION ON THE LEFT.
 GH0234'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 GH0234'WITH THE GROUND.  IT IS 11.2 M (36.7 FT) NORTH OF, AND LEVEL WITH THE
 GH0234'ROAD CENTER, 13.2 M (43.3 FT) WEST-SOUTHWEST OF THE TRACK ROAD
 GH0234'CENTER, 20.6 M (67.6 FT) NORTH-NORTHWEST OF A UTILITY POLE ACROSS THE
 GH0234'ROAD, 1 M (3.3 FT) EAST-NORTHEAST OF THE OLD FENCE LINE, 1.0 M
 GH0234'(3.3 FT) WEST OF A FIBERGLASS WITNESS POST, AND 0.3 M (1.0 FT) EAST
 GH0234'OF A FIBERGLASS WITNESS POST.
 GH0234
 GH0234                          STATION RECOVERY (1997)
 GH0234
 GH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 GH0234'THE STATION WAS RECOVERED USING THE 1993 STATION RECOVERY.  ALL
 GH0234'DIRECTIONS AND DISTANCES CHECKED.
 GH0234
 GH0234                          STATION RECOVERY (1997)
 GH0234
 GH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GH0234'RECOVERED AS DESCRIBED.
 GH0234
 GH0234                          STATION RECOVERY (2001)
 GH0234
 GH0234'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GH0234'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 GH0234'
 GH0234'RECOVERED AS DESCRIBED.
 GH0234
 GH0234                          STATION RECOVERY (2003)
 GH0234
 GH0234'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 GH0234'RECOVERED IN GOOD CONDITION.
 GH0234
 GH0234                          STATION RECOVERY (2006)
 GH0234
 GH0234'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH0234'RECOVERED IN GOOD CONDITION.
 GH0234
 GH0234                          STATION RECOVERY (2008)
 GH0234
 GH0234'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0208 ***********************************************************************
 GH0208  DESIGNATION -  M 132
 GH0208  PID         -  GH0208
 GH0208  STATE/COUNTY-  OK/OSAGE
 GH0208  COUNTRY     -  US
 GH0208  USGS QUAD   -  FORAKER NORTH (2018)
 GH0208
 GH0208                         *CURRENT SURVEY CONTROL
 GH0208  ______________________________________________________________________
 GH0208* NAD 83(1986) POSITION- 36 53 35.45   (N) 096 35 05.42   (W)   HD_HELD1
 GH0208* NAVD 88 ORTHO HEIGHT -   368.312 (meters)     1208.37  (feet) ADJUSTED
 GH0208  ______________________________________________________________________
 GH0208  GEOID HEIGHT    -        -28.889 (meters)                     GEOID18
 GH0208  DYNAMIC HEIGHT  -        368.002 (meters)     1207.35  (feet) COMP
 GH0208  MODELED GRAVITY -    979,779.3   (mgal)                       NAVD 88
 GH0208
 GH0208  VERT ORDER      -  SECOND    CLASS 0
 GH0208
 GH0208.The horizontal coordinates were determined by differentially corrected
 GH0208.hand held GPS observations or other comparable positioning techniques
 GH0208.and have an estimated accuracy of +/- 3 meters.
 GH0208
 GH0208.The orthometric height was determined by differential leveling and
 GH0208.adjusted by the NATIONAL GEODETIC SURVEY
 GH0208.in June 1991.
 GH0208
 GH0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0208.GEOID18 height accuracy estimate available here.
 GH0208
 GH0208.Click photographs - Photos may exist for this station.
 GH0208
 GH0208.The dynamic height is computed by dividing the NAVD 88
 GH0208.geopotential number by the normal gravity value computed on the
 GH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0208.degrees latitude (g = 980.6199 gals.).
 GH0208
 GH0208.The modeled gravity was interpolated from observed gravity values.
 GH0208
 GH0208;                    North         East    Units  Estimated Accuracy
 GH0208;SPC OK N     -   210,982.5     726,140.6     MT  (+/- 3 meters HH1 GPS) 
 GH0208
 GH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1520985746(NAD 83)
 GH0208
 GH0208                          SUPERSEDED SURVEY CONTROL
 GH0208
 GH0208  NGVD 29 (??/??/92)  368.178  (m)         1207.93   (f) ADJ UNCH    2 0
 GH0208
 GH0208.Superseded values are not recommended for survey control.
 GH0208
 GH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0208.See file dsdata.pdf to determine how the superseded data were derived.
 GH0208
 GH0208_MARKER: DB = BENCH MARK DISK
 GH0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0208_SP_SET: CULVERT RETAINING WALL
 GH0208_STAMPING: M 132 1934
 GH0208_MARK LOGO: CGS
 GH0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0208+STABILITY: SURFACE MOTION
 GH0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0208+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 GH0208
 GH0208  HISTORY     - Date     Condition        Report By
 GH0208  HISTORY     - 1934     MONUMENTED       CGS
 GH0208  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0208  HISTORY     - 20160613 GOOD             OKDOT
 GH0208
 GH0208                          STATION DESCRIPTION
 GH0208
 GH0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0208'2.1 MI NW FROM FORAKER.
 GH0208'2.1 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0208'THE STATION AT FORAKER, OSAGE COUNTY, 0.3 MILE NORTH OF MILEPOST
 GH0208'226, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE
 GH0208'RETAINING WALL, 24 FEET EAST OF THE CENTER LINE OF THE TRACK,
 GH0208'AND ABOUT 9 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 GH0208'M 132 1934.  NOTE-- OLD RR BRIDGE HAD BEEN TORN OUT BUT CONCRETE
 GH0208'PILLARS WERE LEFT STANDING IN MIDDLE OF CREEK.  MARK MAY HAVE
 GH0208'BEEN COVERED BY SMALL ROOTS NOW GROWING ON PILLAR.
 GH0208
 GH0208                          STATION RECOVERY (1972)
 GH0208
 GH0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0208'MARK NOT FOUND.
 GH0208
 GH0208                          STATION RECOVERY (2016)
 GH0208
 GH0208'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0208'RAILROAD TRACKS HAVE BEEN REMOVED.  MARK RECOVERED IN GOOD CONDITION
 GH0208'BY OKDOT.  THERE IS AN OPUS SHARED SOLUTION ON MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0023 ***********************************************************************
 GH0023  DESIGNATION -  M 133
 GH0023  PID         -  GH0023
 GH0023  STATE/COUNTY-  OK/OSAGE
 GH0023  COUNTRY     -  US
 GH0023  USGS QUAD   -  BARNSDALL (2018)
 GH0023
 GH0023                         *CURRENT SURVEY CONTROL
 GH0023  ______________________________________________________________________
 GH0023* NAD 83(1986) POSITION- 36 32 14.     (N) 096 09 19.     (W)   SCALED
 GH0023* NAVD 88 ORTHO HEIGHT -   219.462 (meters)      720.02  (feet) ADJUSTED
 GH0023  ______________________________________________________________________
 GH0023  GEOID HEIGHT    -        -28.517 (meters)                     GEOID18
 GH0023  DYNAMIC HEIGHT  -        219.281 (meters)      719.42  (feet) COMP
 GH0023  MODELED GRAVITY -    979,802.9   (mgal)                       NAVD 88
 GH0023
 GH0023  VERT ORDER      -  SECOND    CLASS 0
 GH0023
 GH0023.The horizontal coordinates were scaled from a map and have
 GH0023.an estimated accuracy of +/- 6 seconds.
 GH0023
 GH0023.The orthometric height was determined by differential leveling and
 GH0023.adjusted by the NATIONAL GEODETIC SURVEY
 GH0023.in June 1991.
 GH0023
 GH0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0023.GEOID18 height accuracy estimate available here.
 GH0023
 GH0023.Click photographs - Photos may exist for this station.
 GH0023
 GH0023.The dynamic height is computed by dividing the NAVD 88
 GH0023.geopotential number by the normal gravity value computed on the
 GH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0023.degrees latitude (g = 980.6199 gals.).
 GH0023
 GH0023.The modeled gravity was interpolated from observed gravity values.
 GH0023
 GH0023;                    North         East    Units  Estimated Accuracy
 GH0023;SPC OK N     -   172,130.      765,180.      MT  (+/- 180 meters Scaled)
 GH0023
 GH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF546473(NAD 83)
 GH0023
 GH0023                          SUPERSEDED SURVEY CONTROL
 GH0023
 GH0023  NGVD 29 (??/??/92)  219.351  (m)          719.65   (f) ADJ UNCH    2 0
 GH0023
 GH0023.Superseded values are not recommended for survey control.
 GH0023
 GH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0023.See file dsdata.pdf to determine how the superseded data were derived.
 GH0023
 GH0023_MARKER: DB = BENCH MARK DISK
 GH0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0023_SP_SET: BRIDGE PIER
 GH0023_STAMPING: M 133 1934
 GH0023_MARK LOGO: CGS
 GH0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0023
 GH0023  HISTORY     - Date     Condition        Report By
 GH0023  HISTORY     - 1934     MONUMENTED       CGS
 GH0023  HISTORY     - 1972     GOOD             USGS
 GH0023  HISTORY     - 20220401 MARK NOT FOUND   OKDOT
 GH0023
 GH0023                          STATION DESCRIPTION
 GH0023
 GH0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0023'2.1 MI S FROM BARNSDALL.
 GH0023'2.1 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0023'STATION AT BARNSDALL, OSAGE COUNTY, 0.2 MILE NORTH OF THE SIDING
 GH0023'AT GILLILAND, 0.4 MILE NORTHWEST OF MILEPOST 185, AT STEEL BRIDGE
 GH0023'NO. 185.4 OVER A CREEK, IN THE TOP OF THE NORTHEAST CORNER OF
 GH0023'THE NORTH PIER, AND 10.5 FEET EAST OF THE CENTER LINE OF THE
 GH0023'TRACK.  A STANDARD DISK, STAMPED M 133 1934.
 GH0023
 GH0023                          STATION RECOVERY (1972)
 GH0023
 GH0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0023'RECOVERED IN GOOD CONDITION.
 GH0023
 GH0023                          STATION RECOVERY (2022)
 GH0023
 GH0023'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0023'MADE IT TO THE NORTHEAST CORNER OF THE OLD RAILROAD BRIDGE.  I SAW
 GH0023'WHERE THE MONUMENT WAS PREVIOUSLY SET BUT, IT HAS FALLEN OUT OR BEEN
 GH0023'REMOVED.  IT IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0043 ***********************************************************************
 GH0043  DESIGNATION -  M 134
 GH0043  PID         -  GH0043
 GH0043  STATE/COUNTY-  OK/OSAGE
 GH0043  COUNTRY     -  US
 GH0043  USGS QUAD   -  WOOLAROC (2018)
 GH0043
 GH0043                         *CURRENT SURVEY CONTROL
 GH0043  ______________________________________________________________________
 GH0043* NAD 83(1986) POSITION- 36 43 25.     (N) 096 06 14.     (W)   SCALED
 GH0043* NAVD 88 ORTHO HEIGHT -   224.818 (meters)      737.59  (feet) ADJUSTED
 GH0043  ______________________________________________________________________
 GH0043  GEOID HEIGHT    -        -28.843 (meters)                     GEOID18
 GH0043  DYNAMIC HEIGHT  -        224.634 (meters)      736.99  (feet) COMP
 GH0043  MODELED GRAVITY -    979,810.5   (mgal)                       NAVD 88
 GH0043
 GH0043  VERT ORDER      -  SECOND    CLASS 0
 GH0043
 GH0043.The horizontal coordinates were scaled from a map and have
 GH0043.an estimated accuracy of +/- 6 seconds.
 GH0043
 GH0043.The orthometric height was determined by differential leveling and
 GH0043.adjusted by the NATIONAL GEODETIC SURVEY
 GH0043.in June 1991.
 GH0043
 GH0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0043.GEOID18 height accuracy estimate available here.
 GH0043
 GH0043.Click photographs - Photos may exist for this station.
 GH0043
 GH0043.The dynamic height is computed by dividing the NAVD 88
 GH0043.geopotential number by the normal gravity value computed on the
 GH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0043.degrees latitude (g = 980.6199 gals.).
 GH0043
 GH0043.The modeled gravity was interpolated from observed gravity values.
 GH0043
 GH0043;                    North         East    Units  Estimated Accuracy
 GH0043;SPC OK N     -   192,900.      769,370.      MT  (+/- 180 meters Scaled)
 GH0043
 GH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF586681(NAD 83)
 GH0043
 GH0043                          SUPERSEDED SURVEY CONTROL
 GH0043
 GH0043  NGVD 29 (??/??/92)  224.701  (m)          737.21   (f) ADJ UNCH    2 0
 GH0043
 GH0043.Superseded values are not recommended for survey control.
 GH0043
 GH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0043.See file dsdata.pdf to determine how the superseded data were derived.
 GH0043
 GH0043_MARKER: DB = BENCH MARK DISK
 GH0043_SETTING: 66 = SET IN ROCK OUTCROP
 GH0043_STAMPING: M 134 1934
 GH0043_MARK LOGO: CGS
 GH0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0043+STABILITY: POSITION/ELEVATION WELL
 GH0043
 GH0043  HISTORY     - Date     Condition        Report By
 GH0043  HISTORY     - 1934     MONUMENTED       CGS
 GH0043  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0043
 GH0043                          STATION DESCRIPTION
 GH0043
 GH0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0043'2 MI NE FROM OKESA.
 GH0043'2.0 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0043'THE STATION AT OKESA, OSAGE COUNTY, 115 FEET SOUTHWEST OF MILEPOST
 GH0043'206, 45 FEET SOUTHWEST OF THE SOUTHWEST END OF A SANDSTONE CUT,
 GH0043'13.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, IN THE FACE
 GH0043'OF A SANDSTONE WALL, AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 GH0043'DISK, STAMPED M 134 1934.
 GH0043
 GH0043                          STATION RECOVERY (1988)
 GH0043
 GH0043'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0436 ***********************************************************************
 GG0436  DESIGNATION -  M 137
 GG0436  PID         -  GG0436
 GG0436  STATE/COUNTY-  OK/TULSA
 GG0436  COUNTRY     -  US
 GG0436  USGS QUAD   -  JENKS (2019)
 GG0436
 GG0436                         *CURRENT SURVEY CONTROL
 GG0436  ______________________________________________________________________
 GG0436* NAD 83(1986) POSITION- 36 07 07.     (N) 095 55 12.     (W)   SCALED
 GG0436* NAVD 88 ORTHO HEIGHT -   225.702 (meters)      740.49  (feet) ADJUSTED
 GG0436  ______________________________________________________________________
 GG0436  GEOID HEIGHT    -        -28.986 (meters)                     GEOID18
 GG0436  DYNAMIC HEIGHT  -        225.504 (meters)      739.84  (feet) COMP
 GG0436  MODELED GRAVITY -    979,748.8   (mgal)                       NAVD 88
 GG0436
 GG0436  VERT ORDER      -  SECOND    CLASS 0
 GG0436
 GG0436.The horizontal coordinates were scaled from a map and have
 GG0436.an estimated accuracy of +/- 6 seconds.
 GG0436
 GG0436.The orthometric height was determined by differential leveling and
 GG0436.adjusted by the NATIONAL GEODETIC SURVEY
 GG0436.in June 1991.
 GG0436
 GG0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0436.GEOID18 height accuracy estimate available here.
 GG0436
 GG0436.Click photographs - Photos may exist for this station.
 GG0436
 GG0436.The dynamic height is computed by dividing the NAVD 88
 GG0436.geopotential number by the normal gravity value computed on the
 GG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0436.degrees latitude (g = 980.6199 gals.).
 GG0436
 GG0436.The modeled gravity was interpolated from observed gravity values.
 GG0436
 GG0436;                    North         East    Units  Estimated Accuracy
 GG0436;SPC OK N     -   126,120.      787,240.      MT  (+/- 180 meters Scaled)
 GG0436
 GG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA371010(NAD 83)
 GG0436
 GG0436                          SUPERSEDED SURVEY CONTROL
 GG0436
 GG0436  NGVD 29 (??/??/92)  225.579  (m)          740.09   (f) ADJ UNCH    2 0
 GG0436
 GG0436.Superseded values are not recommended for survey control.
 GG0436
 GG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0436.See file dsdata.pdf to determine how the superseded data were derived.
 GG0436
 GG0436_MARKER: DB = BENCH MARK DISK
 GG0436_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0436_STAMPING: M 137 1934
 GG0436_MARK LOGO: CGS
 GG0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0436
 GG0436  HISTORY     - Date     Condition        Report By
 GG0436  HISTORY     - 1934     MONUMENTED       CGS
 GG0436  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0436
 GG0436                          STATION DESCRIPTION
 GG0436
 GG0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0436'3.5 MI NW FROM ALSUMA.
 GG0436'ABOUT 500 FEET SOUTHEAST OF SOUTHEAST END OF WOODEN RAILROAD
 GG0436'TRESTLE Z282.8, ALSO USED AS HIGHWAY UNDERPASS, 360 FEET
 GG0436'NORTHWEST OF M.P. 283, 34.6 FEET NORTHEAST OF CENTERLINE OF
 GG0436'MISSOURI, KANSAS TEXAS R.R., 3 FEET SOUTHWEST OF SECOND
 GG0436'TELEGRAPH POLE NORTHWEST OF M.P. 283, TABLET SET IN PRECAST
 GG0436'CONCRETE POST.
 GG0436
 GG0436                          STATION RECOVERY (1994)
 GG0436
 GG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0508 ***********************************************************************
 FH0508  DESIGNATION -  M 139
 FH0508  PID         -  FH0508
 FH0508  STATE/COUNTY-  OK/WAGONER
 FH0508  COUNTRY     -  US
 FH0508  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0508
 FH0508                         *CURRENT SURVEY CONTROL
 FH0508  ______________________________________________________________________
 FH0508* NAD 83(1986) POSITION- 35 50 59.43   (N) 095 27 54.28   (W)   HD_HELD1
 FH0508* NAVD 88 ORTHO HEIGHT -   181.543 (meters)      595.61  (feet) ADJUSTED
 FH0508  ______________________________________________________________________
 FH0508  GEOID HEIGHT    -        -29.390 (meters)                     GEOID18
 FH0508  DYNAMIC HEIGHT  -        181.381 (meters)      595.08  (feet) COMP
 FH0508  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 FH0508
 FH0508  VERT ORDER      -  SECOND    CLASS 0
 FH0508
 FH0508.The horizontal coordinates were determined by differentially corrected
 FH0508.hand held GPS observations or other comparable positioning techniques
 FH0508.and have an estimated accuracy of +/- 3 meters.
 FH0508
 FH0508.The orthometric height was determined by differential leveling and
 FH0508.adjusted by the NATIONAL GEODETIC SURVEY
 FH0508.in June 1991.
 FH0508
 FH0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0508.GEOID18 height accuracy estimate available here.
 FH0508
 FH0508.Click photographs - Photos may exist for this station.
 FH0508
 FH0508.The dynamic height is computed by dividing the NAVD 88
 FH0508.geopotential number by the normal gravity value computed on the
 FH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0508.degrees latitude (g = 980.6199 gals.).
 FH0508
 FH0508.The modeled gravity was interpolated from observed gravity values.
 FH0508
 FH0508;                    North         East    Units  Estimated Accuracy
 FH0508;SPC OK N     -    97,281.3     828,955.4     MT  (+/- 3 meters HH1 GPS) 
 FH0508
 FH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7738670099(NAD 83)
 FH0508
 FH0508                          SUPERSEDED SURVEY CONTROL
 FH0508
 FH0508  NGVD 29 (??/??/92)  181.430  (m)          595.24   (f) ADJ UNCH    2 0
 FH0508
 FH0508.Superseded values are not recommended for survey control.
 FH0508
 FH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0508.See file dsdata.pdf to determine how the superseded data were derived.
 FH0508
 FH0508_MARKER: DB = BENCH MARK DISK
 FH0508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0508_SP_SET: CULVERT
 FH0508_STAMPING: M 139 1934
 FH0508_MARK LOGO: CGS
 FH0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0508+STABILITY: SURFACE MOTION
 FH0508
 FH0508  HISTORY     - Date     Condition        Report By
 FH0508  HISTORY     - 1934     MONUMENTED       CGS
 FH0508  HISTORY     - 1960     GOOD             CGS
 FH0508  HISTORY     - 20210413 GOOD             OKDOT
 FH0508
 FH0508                          STATION DESCRIPTION
 FH0508
 FH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0508'1.7 MI W FROM TULLAHASSEE.
 FH0508'1.7 MILES EAST OF, ALONG M.K.T. RY, FROM STATION.  ABOUT 1100
 FH0508'FEET EAST OF M.P. 316, 250 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 FH0508'DIRT ROAD CROSSING, 16.6 FEET SOUTH OF CENTERLINE OF MISSOURI,
 FH0508'KANSAS, TEXAS R.R., 6 FEET BELOW LEVEL AT RAILROAD TRACK, .7
 FH0508'FEET WEST OF EAST END OF CONCRETE HEADWALL, BRONZE TABLET SET
 FH0508'HORIZONTALLY IN TOP OF EAST END OF CONCRETE CULVERT UNDER
 FH0508'RAILROAD, BUILT IN 1927 BY RAILROAD.
 FH0508
 FH0508                          STATION RECOVERY (1960)
 FH0508
 FH0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0508'RECOVERED IN GOOD CONDITION.
 FH0508
 FH0508                          STATION RECOVERY (2021)
 FH0508
 FH0508'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB3360 ***********************************************************************
 AB3360  DESIGNATION -  M 14 RESET
 AB3360  PID         -  AB3360
 AB3360  STATE/COUNTY-  OK/TEXAS
 AB3360  COUNTRY     -  US
 AB3360  USGS QUAD   -  GOODWELL SE (2018)
 AB3360
 AB3360                         *CURRENT SURVEY CONTROL
 AB3360  ______________________________________________________________________
 AB3360* NAD 83(1986) POSITION- 36 36 19.     (N) 101 36 27.     (W)   SCALED
 AB3360* NAVD 88 ORTHO HEIGHT -   994.68  (meters)     3263.4   (feet) RESET
 AB3360  ______________________________________________________________________
 AB3360  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 AB3360  VERT ORDER      -  THIRD
 AB3360
 AB3360.The horizontal coordinates were scaled from a map and have
 AB3360.an estimated accuracy of +/- 6 seconds.
 AB3360
 AB3360.The orthometric height was computed from unverified reset data.
 AB3360
 AB3360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3360.GEOID18 height accuracy estimate available here.
 AB3360
 AB3360.Click photographs - Photos may exist for this station.
 AB3360
 AB3360;                    North         East    Units  Estimated Accuracy
 AB3360;SPC OK N     -   184,110.      277,320.      MT  (+/- 180 meters Scaled)
 AB3360
 AB3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF667542(NAD 83)
 AB3360
 AB3360                          SUPERSEDED SURVEY CONTROL
 AB3360
 AB3360.No superseded survey control is available for this station.
 AB3360
 AB3360_MARKER: DB = BENCH MARK DISK
 AB3360_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB3360_SP_SET: BRIDGE HEADWALL
 AB3360_STAMPING: M 14 RESET 1961
 AB3360_MARK LOGO: CGS
 AB3360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3360
 AB3360  HISTORY     - Date     Condition        Report By
 AB3360  HISTORY     - 1961     MONUMENTED       OKDH
 AB3360
 AB3360                          STATION DESCRIPTION
 AB3360
 AB3360'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1961
 AB3360'1.6 MILES (2.6 KM) NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 AB3360'PACIFIC RAILWAY FROM THE STATION IN GOODWELL, ABOUT 18 POLES SOUTHWEST
 AB3360'OF MILEPOST 482, ABOUT 145 FEET (44.2 M) SOUTHEAST OF THE CENTERLINE
 AB3360'OF THE TRACK, AT A 36-FOOT CONCRETE HIGHWAY BRIDGE, AND IN THE TOP OF
 AB3360'THE SOUTHWEST END OF THE NORTHWEST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0613 ***********************************************************************
 FH0613  DESIGNATION -  M 140
 FH0613  PID         -  FH0613
 FH0613  STATE/COUNTY-  OK/HASKELL
 FH0613  COUNTRY     -  US
 FH0613  USGS QUAD   -  STIGLER EAST (2018)
 FH0613
 FH0613                         *CURRENT SURVEY CONTROL
 FH0613  ______________________________________________________________________
 FH0613* NAD 83(1986) POSITION- 35 15 34.     (N) 095 02 11.     (W)   SCALED
 FH0613* NAVD 88 ORTHO HEIGHT -   186.161 (meters)      610.76  (feet) ADJUSTED
 FH0613  ______________________________________________________________________
 FH0613  GEOID HEIGHT    -        -30.661 (meters)                     GEOID18
 FH0613  DYNAMIC HEIGHT  -        185.981 (meters)      610.17  (feet) COMP
 FH0613  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 FH0613
 FH0613  VERT ORDER      -  SECOND    CLASS 0
 FH0613
 FH0613.The horizontal coordinates were scaled from a map and have
 FH0613.an estimated accuracy of +/- 6 seconds.
 FH0613
 FH0613.The orthometric height was determined by differential leveling and
 FH0613.adjusted by the NATIONAL GEODETIC SURVEY
 FH0613.in June 1991.
 FH0613
 FH0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0613.GEOID18 height accuracy estimate available here.
 FH0613
 FH0613.Click photographs - Photos may exist for this station.
 FH0613
 FH0613.The dynamic height is computed by dividing the NAVD 88
 FH0613.geopotential number by the normal gravity value computed on the
 FH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0613.degrees latitude (g = 980.6199 gals.).
 FH0613
 FH0613.The modeled gravity was interpolated from observed gravity values.
 FH0613
 FH0613;                    North         East    Units  Estimated Accuracy
 FH0613;SPC OK S     -   217,620.      869,650.      MT  (+/- 180 meters Scaled)
 FH0613
 FH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV147037(NAD 83)
 FH0613
 FH0613                          SUPERSEDED SURVEY CONTROL
 FH0613
 FH0613  NGVD 29 (??/??/92)  186.052  (m)          610.41   (f) ADJ UNCH    2 0
 FH0613
 FH0613.Superseded values are not recommended for survey control.
 FH0613
 FH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0613.See file dsdata.pdf to determine how the superseded data were derived.
 FH0613
 FH0613_MARKER: DB = BENCH MARK DISK
 FH0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0613_SP_SET: BRIDGE RETAINING WALL
 FH0613_STAMPING: M 140 1934
 FH0613_MARK LOGO: CGS
 FH0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0613
 FH0613  HISTORY     - Date     Condition        Report By
 FH0613  HISTORY     - 1934     MONUMENTED       CGS
 FH0613  HISTORY     - 1959     GOOD             CGS
 FH0613
 FH0613                          STATION DESCRIPTION
 FH0613
 FH0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0613'5.7 MI E FROM STIGLER.
 FH0613'5.7 MILES EAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0613'AT STIGLER, HASKELL COUNTY, 0.5 MILE SOUTHWEST OF MILEPOST 49,
 FH0613'AT CONCRETE OVERPASS 49.5 OVER STATE HIGHWAY 10, AT THE NORTHEAST
 FH0613'CONCRETE ABUTMENT, IN THE TOP OF THE NORTHEAST RETAINING WALL,
 FH0613'AND 7.3 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0495 ***********************************************************************
 FJ0495  DESIGNATION -  M 141
 FJ0495  PID         -  FJ0495
 FJ0495  STATE/COUNTY-  OK/MCCLAIN
 FJ0495  COUNTRY     -  US
 FJ0495  USGS QUAD   -  BLANCHARD (2018)
 FJ0495
 FJ0495                         *CURRENT SURVEY CONTROL
 FJ0495  ______________________________________________________________________
 FJ0495* NAD 83(1986) POSITION- 35 07 50.     (N) 097 39 27.     (W)   SCALED
 FJ0495* NAVD 88 ORTHO HEIGHT -   375.802 (meters)     1232.94  (feet) ADJUSTED
 FJ0495  ______________________________________________________________________
 FJ0495  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 FJ0495  DYNAMIC HEIGHT  -        375.430 (meters)     1231.72  (feet) COMP
 FJ0495  MODELED GRAVITY -    979,632.9   (mgal)                       NAVD 88
 FJ0495
 FJ0495  VERT ORDER      -  SECOND    CLASS 0
 FJ0495
 FJ0495.The horizontal coordinates were scaled from a map and have
 FJ0495.an estimated accuracy of +/- 6 seconds.
 FJ0495
 FJ0495.The orthometric height was determined by differential leveling and
 FJ0495.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0495.in June 1991.
 FJ0495
 FJ0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0495.GEOID18 height accuracy estimate available here.
 FJ0495
 FJ0495.Click photographs - Photos may exist for this station.
 FJ0495
 FJ0495.The dynamic height is computed by dividing the NAVD 88
 FJ0495.geopotential number by the normal gravity value computed on the
 FJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0495.degrees latitude (g = 980.6199 gals.).
 FJ0495
 FJ0495.The modeled gravity was interpolated from observed gravity values.
 FJ0495
 FJ0495;                    North         East    Units  Estimated Accuracy
 FJ0495;SPC OK S     -   199,410.      631,220.      MT  (+/- 180 meters Scaled)
 FJ0495
 FJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD223883(NAD 83)
 FJ0495
 FJ0495                          SUPERSEDED SURVEY CONTROL
 FJ0495
 FJ0495  NGVD 29 (??/??/92)  375.687  (m)         1232.57   (f) ADJ UNCH    2 0
 FJ0495
 FJ0495.Superseded values are not recommended for survey control.
 FJ0495
 FJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0495.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0495
 FJ0495_MARKER: DB = BENCH MARK DISK
 FJ0495_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0495_STAMPING: M 141 1934
 FJ0495_MARK LOGO: CGS
 FJ0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0495
 FJ0495  HISTORY     - Date     Condition        Report By
 FJ0495  HISTORY     - 1934     MONUMENTED       CGS
 FJ0495  HISTORY     - 1963     GOOD             USGS
 FJ0495  HISTORY     - 20220208 MARK NOT FOUND   OKDOT
 FJ0495
 FJ0495                          STATION DESCRIPTION
 FJ0495
 FJ0495'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FJ0495'AT BLANCHARD.
 FJ0495'AT BLANCHARD, T. 8 N., R. 4 W., IN THE S.W. 1/4 OF THE S.E. 1/4
 FJ0495'OF SEC. 30, 189 FT. SOUTH AND 28 FT. WEST OF X-STREETS, 86 FT.
 FJ0495'WEST-SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 64 FT. SOUTH OF A
 FJ0495'GAS METER FOR HOUSE, 6 INCHES WEST OF WEST R.O.W. FENCE IN
 FJ0495'CONCRETE POST PROJECTING 0.4 FT., STANDARD DISK STAMPED M 141
 FJ0495'1934 PTD. B.M.
 FJ0495
 FJ0495                          STATION RECOVERY (2022)
 FJ0495
 FJ0495'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0382 ***********************************************************************
 EL0382  DESIGNATION -  M 142
 EL0382  PID         -  EL0382
 EL0382  STATE/COUNTY-  OK/MCCLAIN
 EL0382  COUNTRY     -  US
 EL0382  USGS QUAD   -  WAYNE (2018)
 EL0382
 EL0382                         *CURRENT SURVEY CONTROL
 EL0382  ______________________________________________________________________
 EL0382* NAD 83(1986) POSITION- 34 55 09.     (N) 097 18 47.     (W)   SCALED
 EL0382* NAVD 88 ORTHO HEIGHT -   336.698 (meters)     1104.65  (feet) ADJUSTED
 EL0382  ______________________________________________________________________
 EL0382  GEOID HEIGHT    -        -25.955 (meters)                     GEOID18
 EL0382  DYNAMIC HEIGHT  -        336.368 (meters)     1103.57  (feet) COMP
 EL0382  MODELED GRAVITY -    979,645.8   (mgal)                       NAVD 88
 EL0382
 EL0382  VERT ORDER      -  SECOND    CLASS 0
 EL0382
 EL0382.The horizontal coordinates were scaled from a map and have
 EL0382.an estimated accuracy of +/- 6 seconds.
 EL0382
 EL0382.The orthometric height was determined by differential leveling and
 EL0382.adjusted by the NATIONAL GEODETIC SURVEY
 EL0382.in June 1991.
 EL0382
 EL0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0382.GEOID18 height accuracy estimate available here.
 EL0382
 EL0382.Click photographs - Photos may exist for this station.
 EL0382
 EL0382.The dynamic height is computed by dividing the NAVD 88
 EL0382.geopotential number by the normal gravity value computed on the
 EL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0382.degrees latitude (g = 980.6199 gals.).
 EL0382
 EL0382.The modeled gravity was interpolated from observed gravity values.
 EL0382
 EL0382;                    North         East    Units  Estimated Accuracy
 EL0382;SPC OK S     -   176,120.      662,770.      MT  (+/- 180 meters Scaled)
 EL0382
 EL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD540653(NAD 83)
 EL0382
 EL0382                          SUPERSEDED SURVEY CONTROL
 EL0382
 EL0382  NGVD 29 (??/??/92)  336.600  (m)         1104.33   (f) ADJ UNCH    2 0
 EL0382
 EL0382.Superseded values are not recommended for survey control.
 EL0382
 EL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0382.See file dsdata.pdf to determine how the superseded data were derived.
 EL0382
 EL0382_MARKER: DB = BENCH MARK DISK
 EL0382_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0382_STAMPING: M 142 1934
 EL0382_MARK LOGO: CGS
 EL0382_PROJECTION: PROJECTING 6 CENTIMETERS
 EL0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0382
 EL0382  HISTORY     - Date     Condition        Report By
 EL0382  HISTORY     - 1934     MONUMENTED       CGS
 EL0382  HISTORY     - 1963     GOOD             USGS
 EL0382  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 EL0382
 EL0382                          STATION DESCRIPTION
 EL0382
 EL0382'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0382'AT WAYNE.
 EL0382'AT WAYNE, T. 5 N., R. 1 W., IN THE N.E. 1/4 OF THE S.W. 1/4 SEC.
 EL0382'9, AT THE MAIN X-ING OF THE TRACKS IN THE N.W. PART OF TOWN, 64
 EL0382'FT. N.W. (NORMAL) CENTERLINE STREET, 26 FT. S.W. (NORMAL) CENTERLINE
 EL0382'R.R. TRACKS, 7 FT. S.E. OF POWER POLE, IN CONC. POST PROJECTING
 EL0382'0.2 FT. AND LEANING SLIGHTLY, STANDARD DISK STAMPED M 142 1934
 EL0382'PAINTED BM
 EL0382
 EL0382                          STATION RECOVERY (2022)
 EL0382
 EL0382'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0291 ***********************************************************************
 FJ0291  DESIGNATION -  M 144
 FJ0291  PID         -  FJ0291
 FJ0291  STATE/COUNTY-  OK/LOGAN
 FJ0291  COUNTRY     -  US
 FJ0291  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0291
 FJ0291                         *CURRENT SURVEY CONTROL
 FJ0291  ______________________________________________________________________
 FJ0291* NAD 83(1986) POSITION- 35 52 36.96   (N) 097 25 20.76   (W)   HD_HELD1
 FJ0291* NAVD 88 ORTHO HEIGHT -   297.931 (meters)      977.46  (feet) ADJUSTED
 FJ0291  ______________________________________________________________________
 FJ0291  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FJ0291  DYNAMIC HEIGHT  -        297.659 (meters)      976.57  (feet) COMP
 FJ0291  MODELED GRAVITY -    979,710.6   (mgal)                       NAVD 88
 FJ0291
 FJ0291  VERT ORDER      -  SECOND    CLASS 0
 FJ0291
 FJ0291.The horizontal coordinates were determined by differentially corrected
 FJ0291.hand held GPS observations or other comparable positioning techniques
 FJ0291.and have an estimated accuracy of +/- 3 meters.
 FJ0291
 FJ0291.The orthometric height was determined by differential leveling and
 FJ0291.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0291.in June 1991.
 FJ0291
 FJ0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0291.GEOID18 height accuracy estimate available here.
 FJ0291
 FJ0291.Click photographs - Photos may exist for this station.
 FJ0291
 FJ0291.The dynamic height is computed by dividing the NAVD 88
 FJ0291.geopotential number by the normal gravity value computed on the
 FJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0291.degrees latitude (g = 980.6199 gals.).
 FJ0291
 FJ0291.The modeled gravity was interpolated from observed gravity values.
 FJ0291
 FJ0291;                    North         East    Units  Estimated Accuracy
 FJ0291;SPC OK N     -    97,453.1     652,153.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0291
 FJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4240871447(NAD 83)
 FJ0291
 FJ0291                          SUPERSEDED SURVEY CONTROL
 FJ0291
 FJ0291  NGVD 29 (??/??/92)  297.804  (m)          977.05   (f) ADJ UNCH    2 0
 FJ0291
 FJ0291.Superseded values are not recommended for survey control.
 FJ0291
 FJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0291.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0291
 FJ0291_MARKER: DB = BENCH MARK DISK
 FJ0291_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0291_SP_SET: STEP
 FJ0291_STAMPING: M 144 1934
 FJ0291_MARK LOGO: CGS
 FJ0291_PROJECTION: FLUSH
 FJ0291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FJ0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0291+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2025
 FJ0291
 FJ0291  HISTORY     - Date     Condition        Report By
 FJ0291  HISTORY     - 1934     MONUMENTED       CGS
 FJ0291  HISTORY     - 1987     GOOD             USPSQD
 FJ0291  HISTORY     - 1988     GOOD             USPSQD
 FJ0291  HISTORY     - 1989     GOOD             USPSQD
 FJ0291  HISTORY     - 19960615 GOOD             USPSQD
 FJ0291  HISTORY     - 20110623 GOOD             GEOCAC
 FJ0291  HISTORY     - 20250821 GOOD             INDIV
 FJ0291
 FJ0291                          STATION DESCRIPTION
 FJ0291
 FJ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0291'AT GUTHRIE.
 FJ0291'AT GUTHRIE, LOGAN COUNTY, AT THE COUNTY COURTHOUSE, 35.6 FEET
 FJ0291'EAST OF THE NORTHWEST CORNER, 17.1 FEET NORTHWEST OF THE MIDDLE
 FJ0291'OF THE NORTH ENTRANCE DOOR, 10.3 FEET SOUTH OF THE SOUTH SIDE
 FJ0291'OF THE SIDEWALK ON HARRISON AVENUE, IN THE TOP OF A CONCRETE
 FJ0291'STEP, AND 0.6 FOOT EAST OF THE WEST END OF THE STEP.  A STANDARD
 FJ0291'DISK, STAMPED M 144 1934.
 FJ0291
 FJ0291                          STATION RECOVERY (1987)
 FJ0291
 FJ0291'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEL)
 FJ0291'RECOVERED IN GOOD CONDITION.
 FJ0291
 FJ0291                          STATION RECOVERY (1988)
 FJ0291
 FJ0291'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0291'RECOVERED IN GOOD CONDITION.
 FJ0291
 FJ0291                          STATION RECOVERY (1989)
 FJ0291
 FJ0291'RECOVERY NOTE BY US POWER SQUADRON 1989 (BA)
 FJ0291'RECOVERED IN GOOD CONDITION.
 FJ0291
 FJ0291                          STATION RECOVERY (1996)
 FJ0291
 FJ0291'RECOVERY NOTE BY US POWER SQUADRON 1996
 FJ0291'RECOVERED IN GOOD CONDITION.
 FJ0291
 FJ0291                          STATION RECOVERY (2011)
 FJ0291
 FJ0291'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ0291'THE COURTHOUSE IS AT THE INTERSECTION OF E HARRISON AVE AND S BROAD
 FJ0291'ST, SOUTHEAST QUADRANT.
 FJ0291
 FJ0291                          STATION RECOVERY (2025)
 FJ0291
 FJ0291'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (SJ)
 FJ0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0303 ***********************************************************************
 FJ0303  DESIGNATION -  M 145
 FJ0303  PID         -  FJ0303
 FJ0303  STATE/COUNTY-  OK/LOGAN
 FJ0303  COUNTRY     -  US
 FJ0303  USGS QUAD   -  LANGSTON (2018)
 FJ0303
 FJ0303                         *CURRENT SURVEY CONTROL
 FJ0303  ______________________________________________________________________
 FJ0303* NAD 83(1986) POSITION- 35 59 41.     (N) 097 20 09.     (W)   SCALED
 FJ0303* NAVD 88 ORTHO HEIGHT -   270.791 (meters)      888.42  (feet) ADJUSTED
 FJ0303  ______________________________________________________________________
 FJ0303  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 FJ0303  DYNAMIC HEIGHT  -        270.544 (meters)      887.61  (feet) COMP
 FJ0303  MODELED GRAVITY -    979,716.6   (mgal)                       NAVD 88
 FJ0303
 FJ0303  VERT ORDER      -  SECOND    CLASS 0
 FJ0303
 FJ0303.The horizontal coordinates were scaled from a map and have
 FJ0303.an estimated accuracy of +/- 6 seconds.
 FJ0303
 FJ0303.The orthometric height was determined by differential leveling and
 FJ0303.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0303.in June 1991.
 FJ0303
 FJ0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0303.GEOID18 height accuracy estimate available here.
 FJ0303
 FJ0303.Click photographs - Photos may exist for this station.
 FJ0303
 FJ0303.The dynamic height is computed by dividing the NAVD 88
 FJ0303.geopotential number by the normal gravity value computed on the
 FJ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0303.degrees latitude (g = 980.6199 gals.).
 FJ0303
 FJ0303.The modeled gravity was interpolated from observed gravity values.
 FJ0303
 FJ0303;                    North         East    Units  Estimated Accuracy
 FJ0303;SPC OK N     -   110,570.      659,880.      MT  (+/- 180 meters Scaled)
 FJ0303
 FJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE500846(NAD 83)
 FJ0303
 FJ0303                          SUPERSEDED SURVEY CONTROL
 FJ0303
 FJ0303  NGVD 29 (??/??/92)  270.670  (m)          888.02   (f) ADJ UNCH    2 0
 FJ0303
 FJ0303.Superseded values are not recommended for survey control.
 FJ0303
 FJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0303.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0303
 FJ0303_MARKER: DB = BENCH MARK DISK
 FJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0303_STAMPING: M 145 1934
 FJ0303_MARK LOGO: CGS
 FJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0303+STABILITY: SURFACE MOTION
 FJ0303
 FJ0303  HISTORY     - Date     Condition        Report By
 FJ0303  HISTORY     - 1934     MONUMENTED       CGS
 FJ0303
 FJ0303                          STATION DESCRIPTION
 FJ0303
 FJ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0303'7 MI W FROM COYLE.
 FJ0303'7.0 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0303'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE, LOGAN
 FJ0303'COUNTY, 110 FEET SOUTH OF THE CENTER OF A COUNTY-ROAD CROSSING,
 FJ0303'49 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 44 FEET
 FJ0303'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7 FEET NORTHWEST OF AN
 FJ0303'OAK TREE, AND 2.2 FEET EAST OF THE WEST FENCE CORNER.  A STANDARD
 FJ0303'DISK, STAMPED M 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0386 ***********************************************************************
 FJ0386  DESIGNATION -  M 147
 FJ0386  PID         -  FJ0386
 FJ0386  STATE/COUNTY-  OK/OKLAHOMA
 FJ0386  COUNTRY     -  US
 FJ0386  USGS QUAD   -  HARRAH (2018)
 FJ0386
 FJ0386                         *CURRENT SURVEY CONTROL
 FJ0386  ______________________________________________________________________
 FJ0386* NAD 83(1986) POSITION- 35 24 06.     (N) 097 09 45.     (W)   SCALED
 FJ0386* NAVD 88 ORTHO HEIGHT -   332.033 (meters)     1089.34  (feet) ADJUSTED
 FJ0386  ______________________________________________________________________
 FJ0386  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 FJ0386  DYNAMIC HEIGHT  -        331.717 (meters)     1088.31  (feet) COMP
 FJ0386  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 FJ0386
 FJ0386  VERT ORDER      -  SECOND    CLASS 0
 FJ0386
 FJ0386.The horizontal coordinates were scaled from a map and have
 FJ0386.an estimated accuracy of +/- 6 seconds.
 FJ0386
 FJ0386.The orthometric height was determined by differential leveling and
 FJ0386.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0386.in August 1994.
 FJ0386
 FJ0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0386.GEOID18 height accuracy estimate available here.
 FJ0386
 FJ0386.Click photographs - Photos may exist for this station.
 FJ0386
 FJ0386.The dynamic height is computed by dividing the NAVD 88
 FJ0386.geopotential number by the normal gravity value computed on the
 FJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0386.degrees latitude (g = 980.6199 gals.).
 FJ0386
 FJ0386.The modeled gravity was interpolated from observed gravity values.
 FJ0386
 FJ0386;                    North         East    Units  Estimated Accuracy
 FJ0386;SPC OK N     -    44,900.      676,080.      MT  (+/- 180 meters Scaled)
 FJ0386
 FJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE668191(NAD 83)
 FJ0386
 FJ0386                          SUPERSEDED SURVEY CONTROL
 FJ0386
 FJ0386  NAVD 88 (06/15/91)  332.068  (m)         1089.46   (f) SUPERSEDED  2 0
 FJ0386  NGVD 29 (??/??/92)  331.954  (m)         1089.09   (f) ADJ UNCH    2 0
 FJ0386
 FJ0386.Superseded values are not recommended for survey control.
 FJ0386
 FJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0386.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0386
 FJ0386_MARKER: DB = BENCH MARK DISK
 FJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0386_STAMPING: M 147 1934
 FJ0386_MARK LOGO: CGS
 FJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0386+STABILITY: SURFACE MOTION
 FJ0386
 FJ0386  HISTORY     - Date     Condition        Report By
 FJ0386  HISTORY     - 1934     MONUMENTED       CGS
 FJ0386  HISTORY     - 1969     GOOD             CGS
 FJ0386  HISTORY     - 20200916 MARK NOT FOUND   OKDOT
 FJ0386
 FJ0386                          STATION DESCRIPTION
 FJ0386
 FJ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0386'AT NEWALLA.
 FJ0386'AT NEWALLA, OKLAHOMA COUNTY, 135 FEET SOUTHEAST OF THE SOUTHEAST
 FJ0386'END OF THE OKLAHOMA CITY-ADA-ATOKA RAILWAY STATION, 0.1 MILE
 FJ0386'NORTHWEST OF MILEPOST 21, 19.4 FEET SOUTHWEST OF THE FREIGHT
 FJ0386'LOADING PLATFORM, 37.3 FEET NORTHEAST OF THE CENTERLINE OF THE
 FJ0386'TRACK, AND 1.9 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 FJ0386'M 147 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0386
 FJ0386                          STATION RECOVERY (1969)
 FJ0386
 FJ0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0386'RECOVERED IN GOOD CONDITION.
 FJ0386
 FJ0386                          STATION RECOVERY (2020)
 FJ0386
 FJ0386'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0386'OPEN FIELD WITH RECENT DOZER WORK DONE, MARK POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0166 ***********************************************************************
 FJ0166  DESIGNATION -  M 148
 FJ0166  PID         -  FJ0166
 FJ0166  STATE/COUNTY-  OK/SEMINOLE
 FJ0166  COUNTRY     -  US
 FJ0166  USGS QUAD   -  MAUD (2018)
 FJ0166
 FJ0166                         *CURRENT SURVEY CONTROL
 FJ0166  ______________________________________________________________________
 FJ0166* NAD 83(1986) POSITION- 35 07 59.9    (N) 096 46 22.4    (W)   HD_HELD2
 FJ0166* NAVD 88 ORTHO HEIGHT -   296.536 (meters)      972.89  (feet) ADJUSTED
 FJ0166  ______________________________________________________________________
 FJ0166  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 FJ0166  DYNAMIC HEIGHT  -        296.253 (meters)      971.96  (feet) COMP
 FJ0166  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 FJ0166
 FJ0166  VERT ORDER      -  SECOND    CLASS 0
 FJ0166
 FJ0166.The horizontal coordinates were established by autonomous hand held GPS
 FJ0166.observations and have an estimated accuracy of +/- 10 meters.
 FJ0166
 FJ0166.The orthometric height was determined by differential leveling and
 FJ0166.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0166.in June 1991.
 FJ0166
 FJ0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0166.GEOID18 height accuracy estimate available here.
 FJ0166
 FJ0166.Click photographs - Photos may exist for this station.
 FJ0166
 FJ0166.The dynamic height is computed by dividing the NAVD 88
 FJ0166.geopotential number by the normal gravity value computed on the
 FJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0166.degrees latitude (g = 980.6199 gals.).
 FJ0166
 FJ0166.The modeled gravity was interpolated from observed gravity values.
 FJ0166
 FJ0166;                    North         East    Units  Estimated Accuracy
 FJ0166;SPC OK S     -   200,344.      711,834.      MT  (+/- 10 meters HH2 GPS)
 FJ0166
 FJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0291490096(NAD 83)
 FJ0166
 FJ0166                          SUPERSEDED SURVEY CONTROL
 FJ0166
 FJ0166  NGVD 29 (??/??/92)  296.449  (m)          972.60   (f) ADJ UNCH    2 0
 FJ0166
 FJ0166.Superseded values are not recommended for survey control.
 FJ0166
 FJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0166.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0166
 FJ0166_MARKER: DB = BENCH MARK DISK
 FJ0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0166_SP_SET: BUILDING
 FJ0166_STAMPING: M 148 1934
 FJ0166_MARK LOGO: CGS
 FJ0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0166+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 FJ0166
 FJ0166  HISTORY     - Date     Condition        Report By
 FJ0166  HISTORY     - 1934     MONUMENTED       CGS
 FJ0166  HISTORY     - 1969     GOOD             CGS
 FJ0166  HISTORY     - 20170615 GOOD             OKDOT
 FJ0166
 FJ0166                          STATION DESCRIPTION
 FJ0166
 FJ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0166'IN MAUD.
 FJ0166'IN THE TOWN OF MAUD TABLET SET VERTICALLY IN BRICK WALL ON
 FJ0166'SOUTHEAST CORNER OF MAUD HIGH SCHOOL BLDG., 80.1 FEET EAST OF
 FJ0166'CENTER OF MAIN ENTRANCE ON SOUTH SIDE OF BUILDING, 7.8 FEET
 FJ0166'WEST OF SOUTHEAST CORNER OF BUILDING, 6 FEET EAST OF ENTRANCE
 FJ0166'DOOR, 4.7 FEET ABOVE GROUND.
 FJ0166
 FJ0166                          STATION RECOVERY (1969)
 FJ0166
 FJ0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0166'RECOVERED IN GOOD CONDITION.
 FJ0166
 FJ0166                          STATION RECOVERY (2017)
 FJ0166
 FJ0166'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 FJ0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0111 ***********************************************************************
 FJ0111  DESIGNATION -  M 149
 FJ0111  PID         -  FJ0111
 FJ0111  STATE/COUNTY-  OK/SEMINOLE
 FJ0111  COUNTRY     -  US
 FJ0111  USGS QUAD   -  WEWOKA WEST (2018)
 FJ0111
 FJ0111                         *CURRENT SURVEY CONTROL
 FJ0111  ______________________________________________________________________
 FJ0111* NAD 83(1986) POSITION- 35 10 41.     (N) 096 36 40.     (W)   SCALED
 FJ0111* NAVD 88 ORTHO HEIGHT -   252.410 (meters)      828.12  (feet) ADJUSTED
 FJ0111  ______________________________________________________________________
 FJ0111  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 FJ0111  DYNAMIC HEIGHT  -        252.167 (meters)      827.32  (feet) COMP
 FJ0111  MODELED GRAVITY -    979,664.1   (mgal)                       NAVD 88
 FJ0111
 FJ0111  VERT ORDER      -  SECOND    CLASS 0
 FJ0111
 FJ0111.The horizontal coordinates were scaled from a map and have
 FJ0111.an estimated accuracy of +/- 6 seconds.
 FJ0111
 FJ0111.The orthometric height was determined by differential leveling and
 FJ0111.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0111.in June 1991.
 FJ0111
 FJ0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0111.GEOID18 height accuracy estimate available here.
 FJ0111
 FJ0111.Click photographs - Photos may exist for this station.
 FJ0111
 FJ0111.The dynamic height is computed by dividing the NAVD 88
 FJ0111.geopotential number by the normal gravity value computed on the
 FJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0111.degrees latitude (g = 980.6199 gals.).
 FJ0111
 FJ0111.The modeled gravity was interpolated from observed gravity values.
 FJ0111
 FJ0111;                    North         East    Units  Estimated Accuracy
 FJ0111;SPC OK S     -   205,500.      726,510.      MT  (+/- 180 meters Scaled)
 FJ0111
 FJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD175954(NAD 83)
 FJ0111
 FJ0111                          SUPERSEDED SURVEY CONTROL
 FJ0111
 FJ0111  NGVD 29 (??/??/92)  252.310  (m)          827.79   (f) ADJ UNCH    2 0
 FJ0111
 FJ0111.Superseded values are not recommended for survey control.
 FJ0111
 FJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0111.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0111
 FJ0111_MARKER: DB = BENCH MARK DISK
 FJ0111_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0111_STAMPING: M 149 1934
 FJ0111_MARK LOGO: CGS
 FJ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0111
 FJ0111  HISTORY     - Date     Condition        Report By
 FJ0111  HISTORY     - 1934     MONUMENTED       CGS
 FJ0111  HISTORY     - 1969     GOOD             CGS
 FJ0111
 FJ0111                          STATION DESCRIPTION
 FJ0111
 FJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0111'5.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0111'RAILWAY FROM THE STATION AT SEMINOLE, SEMINOLE COUNTY, 325 FEET
 FJ0111'EAST OF POLE 426+5, 0.1 MILE NORTHWEST OF THE JUNCTION OF THE
 FJ0111'TRACK LEADING TO BOWLEGS, 168 FEET NORTHWEST OF BRIDGE 426.0,
 FJ0111'85.5 FEET NORTHWEST OF A WHISTLE SIGN, 45.6 FEET NORTHEAST OF
 FJ0111'THE CENTERLINE OF THE TRACK, AND 2.5 FEET SOUTHWEST OF A FENCE
 FJ0111'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED M 149 1934
 FJ0111'AND SET IN THE TOP OF A CONCRETE POST.
 FJ0111
 FJ0111                          STATION RECOVERY (1969)
 FJ0111
 FJ0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0256 ***********************************************************************
 GK0256  DESIGNATION -  M 15
 GK0256  PID         -  GK0256
 GK0256  STATE/COUNTY-  OK/TEXAS
 GK0256  COUNTRY     -  US
 GK0256  USGS QUAD   -  TYRONE (2018)
 GK0256
 GK0256                         *CURRENT SURVEY CONTROL
 GK0256  ______________________________________________________________________
 GK0256* NAD 83(1986) POSITION- 36 55 33.     (N) 101 06 40.     (W)   SCALED
 GK0256* NAVD 88 ORTHO HEIGHT -   893.094 (meters)     2930.09  (feet) ADJUSTED
 GK0256  ______________________________________________________________________
 GK0256  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 GK0256  DYNAMIC HEIGHT  -        892.199 (meters)     2927.16  (feet) COMP
 GK0256  MODELED GRAVITY -    979,599.5   (mgal)                       NAVD 88
 GK0256
 GK0256  VERT ORDER      -  FIRST     CLASS II
 GK0256
 GK0256.The horizontal coordinates were scaled from a map and have
 GK0256.an estimated accuracy of +/- 6 seconds.
 GK0256
 GK0256.The orthometric height was determined by differential leveling and
 GK0256.adjusted by the NATIONAL GEODETIC SURVEY
 GK0256.in June 1991.
 GK0256
 GK0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0256.GEOID18 height accuracy estimate available here.
 GK0256
 GK0256.Click photographs - Photos may exist for this station.
 GK0256
 GK0256.The dynamic height is computed by dividing the NAVD 88
 GK0256.geopotential number by the normal gravity value computed on the
 GK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0256.degrees latitude (g = 980.6199 gals.).
 GK0256
 GK0256.The modeled gravity was interpolated from observed gravity values.
 GK0256
 GK0256;                    North         East    Units  Estimated Accuracy
 GK0256;SPC OK N     -   218,130.      322,840.      MT  (+/- 180 meters Scaled)
 GK0256
 GK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF119887(NAD 83)
 GK0256
 GK0256                          SUPERSEDED SURVEY CONTROL
 GK0256
 GK0256  NGVD 29 (??/??/92)  892.685  (m)         2928.75   (f) ADJ UNCH    1 2
 GK0256
 GK0256.Superseded values are not recommended for survey control.
 GK0256
 GK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0256.See file dsdata.pdf to determine how the superseded data were derived.
 GK0256
 GK0256_MARKER: DB = BENCH MARK DISK
 GK0256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0256_SP_SET: CULVERT HEADWALL
 GK0256_STAMPING: M 15 1933
 GK0256_MARK LOGO: CGS
 GK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0256+STABILITY: SURFACE MOTION
 GK0256
 GK0256  HISTORY     - Date     Condition        Report By
 GK0256  HISTORY     - 1933     MONUMENTED       CGS
 GK0256
 GK0256                          STATION DESCRIPTION
 GK0256
 GK0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0256'3.2 MI SW FROM TYRONE.
 GK0256'3.2 MILES SOUTHWEST OF TYRONE DEPOT ALONG THE ROCK ISLAND RAIL ROAD 6
 GK0256'POLE SOUTH WEST OF MILE POLE NO. 447.  SET IN NORTH EAST END OF THE
 GK0256'NORTH WEST HEADWALL OF A HIGHWAY 2 FT. CONCRETE CULVERT 90 FT. SOUTH
 GK0256'EAST OF THE CENTER LINE OF RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0028 ***********************************************************************
 EL0028  DESIGNATION -  M 150
 EL0028  PID         -  EL0028
 EL0028  STATE/COUNTY-  OK/HUGHES
 EL0028  COUNTRY     -  US
 EL0028  USGS QUAD   -  CALVIN WEST (2018)
 EL0028
 EL0028                         *CURRENT SURVEY CONTROL
 EL0028  ______________________________________________________________________
 EL0028* NAD 83(1986) POSITION- 34 58 40.     (N) 096 16 58.     (W)   SCALED
 EL0028* NAVD 88 ORTHO HEIGHT -   218.201 (meters)      715.88  (feet) ADJUSTED
 EL0028  ______________________________________________________________________
 EL0028  GEOID HEIGHT    -        -28.145 (meters)                     GEOID18
 EL0028  DYNAMIC HEIGHT  -        217.986 (meters)      715.18  (feet) COMP
 EL0028  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 EL0028
 EL0028  VERT ORDER      -  SECOND    CLASS 0
 EL0028
 EL0028.The horizontal coordinates were scaled from a map and have
 EL0028.an estimated accuracy of +/- 6 seconds.
 EL0028
 EL0028.The orthometric height was determined by differential leveling and
 EL0028.adjusted by the NATIONAL GEODETIC SURVEY
 EL0028.in June 1991.
 EL0028
 EL0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0028.GEOID18 height accuracy estimate available here.
 EL0028
 EL0028.Click photographs - Photos may exist for this station.
 EL0028
 EL0028.The dynamic height is computed by dividing the NAVD 88
 EL0028.geopotential number by the normal gravity value computed on the
 EL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0028.degrees latitude (g = 980.6199 gals.).
 EL0028
 EL0028.The modeled gravity was interpolated from observed gravity values.
 EL0028
 EL0028;                    North         East    Units  Estimated Accuracy
 EL0028;SPC OK S     -   183,740.      756,790.      MT  (+/- 180 meters Scaled)
 EL0028
 EL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD480739(NAD 83)
 EL0028
 EL0028                          SUPERSEDED SURVEY CONTROL
 EL0028
 EL0028  NGVD 29 (??/??/92)  218.091  (m)          715.52   (f) ADJ UNCH    2 0
 EL0028
 EL0028.Superseded values are not recommended for survey control.
 EL0028
 EL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0028.See file dsdata.pdf to determine how the superseded data were derived.
 EL0028
 EL0028_MARKER: DB = BENCH MARK DISK
 EL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0028_STAMPING: M 150 1934
 EL0028_MARK LOGO: CGS
 EL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0028+STABILITY: SURFACE MOTION
 EL0028
 EL0028  HISTORY     - Date     Condition        Report By
 EL0028  HISTORY     - 1934     MONUMENTED       CGS
 EL0028
 EL0028                          STATION DESCRIPTION
 EL0028
 EL0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0028'2.1 MI W FROM CALVIN.
 EL0028'2.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EL0028'FROM THE STATION AT CALVIN, HUGHES COUNTY, 0.4 MILE WEST OF
 EL0028'MILEPOST 399, 64 FEET SOUTHWEST OF THE CENTER OF A FARM-ROAD
 EL0028'CROSSING, 47.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 35.1
 EL0028'FEET WEST OF THE WEST END OF A GATE, 2 FEET NORTHEAST OF A FENCE
 EL0028'CORNER, 1.6 FEET NORTH OF A FENCE PARALLELING THE TRACK, AND 1.5
 EL0028'FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED
 EL0028'M 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0103 ***********************************************************************
 EM0103  DESIGNATION -  M 151
 EM0103  PID         -  EM0103
 EM0103  STATE/COUNTY-  OK/TILLMAN
 EM0103  COUNTRY     -  US
 EM0103  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0103
 EM0103                         *CURRENT SURVEY CONTROL
 EM0103  ______________________________________________________________________
 EM0103* NAD 83(1986) POSITION- 34 16 59.     (N) 098 44 25.     (W)   SCALED
 EM0103* NAVD 88 ORTHO HEIGHT -   323.133 (meters)     1060.15  (feet) ADJUSTED
 EM0103  ______________________________________________________________________
 EM0103  GEOID HEIGHT    -        -27.201 (meters)                     GEOID18
 EM0103  DYNAMIC HEIGHT  -        322.785 (meters)     1059.00  (feet) COMP
 EM0103  MODELED GRAVITY -    979,549.1   (mgal)                       NAVD 88
 EM0103
 EM0103  VERT ORDER      -  SECOND    CLASS 0
 EM0103
 EM0103.The horizontal coordinates were scaled from a map and have
 EM0103.an estimated accuracy of +/- 6 seconds.
 EM0103
 EM0103.The orthometric height was determined by differential leveling and
 EM0103.adjusted by the NATIONAL GEODETIC SURVEY
 EM0103.in June 1991.
 EM0103
 EM0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0103.GEOID18 height accuracy estimate available here.
 EM0103
 EM0103.Click photographs - Photos may exist for this station.
 EM0103
 EM0103.The dynamic height is computed by dividing the NAVD 88
 EM0103.geopotential number by the normal gravity value computed on the
 EM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0103.degrees latitude (g = 980.6199 gals.).
 EM0103
 EM0103.The modeled gravity was interpolated from observed gravity values.
 EM0103
 EM0103;                    North         East    Units  Estimated Accuracy
 EM0103;SPC OK S     -   105,600.      531,840.      MT  (+/- 180 meters Scaled)
 EM0103
 EM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC239935(NAD 83)
 EM0103
 EM0103                          SUPERSEDED SURVEY CONTROL
 EM0103
 EM0103  NGVD 29 (??/??/92)  323.018  (m)         1059.77   (f) ADJ UNCH    2 0
 EM0103
 EM0103.Superseded values are not recommended for survey control.
 EM0103
 EM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0103.See file dsdata.pdf to determine how the superseded data were derived.
 EM0103
 EM0103_MARKER: DB = BENCH MARK DISK
 EM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0103_STAMPING: M 151 1934
 EM0103_MARK LOGO: CGS
 EM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0103+STABILITY: SURFACE MOTION
 EM0103
 EM0103  HISTORY     - Date     Condition        Report By
 EM0103  HISTORY     - 1934     MONUMENTED       CGS
 EM0103  HISTORY     - 1963     GOOD             CGS
 EM0103
 EM0103                          STATION DESCRIPTION
 EM0103
 EM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0103'2.4 MI SE FROM LOVELAND.
 EM0103'2.4 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM STATION.  100 FEET WEST
 EM0103'OF TELEGRAPH POLE NO. 7510, THIRD POLE NORTHWEST OF MILEPOST 32.  47
 EM0103'FEET SOUTHWEST OF CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  13 FEET
 EM0103'SOUTHEAST OF DIVISION FENCE.  12 FEET NORTHEAST OF CENTERLINE OF DIRT
 EM0103'ROAD.  3 FEET NORTHEAST OF RIGHT OF WAY FENCE.  NOTE-- DIRT ROAD NO
 EM0103'LONGER EXISTS.
 EM0103
 EM0103                          STATION RECOVERY (1963)
 EM0103
 EM0103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0063 ***********************************************************************
 EM0063  DESIGNATION -  M 152
 EM0063  PID         -  EM0063
 EM0063  STATE/COUNTY-  OK/COTTON
 EM0063  COUNTRY     -  US
 EM0063  USGS QUAD   -  WALTERS (2018)
 EM0063
 EM0063                         *CURRENT SURVEY CONTROL
 EM0063  ______________________________________________________________________
 EM0063* NAD 83(1986) POSITION- 34 21 25.     (N) 098 18 45.     (W)   SCALED
 EM0063* NAVD 88 ORTHO HEIGHT -   307.010 (meters)     1007.25  (feet) ADJUSTED
 EM0063  ______________________________________________________________________
 EM0063  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 EM0063  DYNAMIC HEIGHT  -        306.708 (meters)     1006.26  (feet) COMP
 EM0063  MODELED GRAVITY -    979,641.6   (mgal)                       NAVD 88
 EM0063
 EM0063  VERT ORDER      -  SECOND    CLASS 0
 EM0063
 EM0063.The horizontal coordinates were scaled from a map and have
 EM0063.an estimated accuracy of +/- 6 seconds.
 EM0063
 EM0063.The orthometric height was determined by differential leveling and
 EM0063.adjusted by the NATIONAL GEODETIC SURVEY
 EM0063.in June 1991.
 EM0063
 EM0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0063.GEOID18 height accuracy estimate available here.
 EM0063
 EM0063.Click photographs - Photos may exist for this station.
 EM0063
 EM0063.The dynamic height is computed by dividing the NAVD 88
 EM0063.geopotential number by the normal gravity value computed on the
 EM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0063.degrees latitude (g = 980.6199 gals.).
 EM0063
 EM0063.The modeled gravity was interpolated from observed gravity values.
 EM0063
 EM0063;                    North         East    Units  Estimated Accuracy
 EM0063;SPC OK S     -   113,590.      571,250.      MT  (+/- 180 meters Scaled)
 EM0063
 EM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND632019(NAD 83)
 EM0063
 EM0063                          SUPERSEDED SURVEY CONTROL
 EM0063
 EM0063  NGVD 29 (??/??/92)  306.951  (m)         1007.06   (f) ADJ UNCH    2 0
 EM0063
 EM0063.Superseded values are not recommended for survey control.
 EM0063
 EM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0063.See file dsdata.pdf to determine how the superseded data were derived.
 EM0063
 EM0063_MARKER: DB = BENCH MARK DISK
 EM0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0063_SP_SET: TANK FOOTING
 EM0063_STAMPING: M 152 1934
 EM0063_MARK LOGO: CGS
 EM0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0063
 EM0063  HISTORY     - Date     Condition        Report By
 EM0063  HISTORY     - 1934     MONUMENTED       CGS
 EM0063  HISTORY     - 1963     GOOD             CGS
 EM0063  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0063
 EM0063                          STATION DESCRIPTION
 EM0063
 EM0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0063'IN WALTERS.
 EM0063'500 FEET NORTH OF RAILROAD STATION.  92 FEET EAST OF CENTER OF
 EM0063'CHICAGO, ROCK ISLAND AND PACIFIC RY. TRACKS. SET IN TOP OF THE
 EM0063'NORTHWEST CONCRETE FOOTING OF A TALL STEEL WATER TANK.
 EM0063
 EM0063                          STATION RECOVERY (1963)
 EM0063
 EM0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0063'RECOVERED IN GOOD CONDITION.
 EM0063
 EM0063                          STATION RECOVERY (1987)
 EM0063
 EM0063'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0012 ***********************************************************************
 EM0012  DESIGNATION -  M 153
 EM0012  PID         -  EM0012
 EM0012  STATE/COUNTY-  OK/COMANCHE
 EM0012  COUNTRY     -  US
 EM0012  USGS QUAD   -  RICHARDS SPUR (2018)
 EM0012
 EM0012                         *CURRENT SURVEY CONTROL
 EM0012  ______________________________________________________________________
 EM0012* NAD 83(1986) POSITION- 34 46 04.62   (N) 098 22 57.62   (W)   HD_HELD1
 EM0012* NAVD 88 ORTHO HEIGHT -   357.567 (meters)     1173.12  (feet) ADJUSTED
 EM0012  ______________________________________________________________________
 EM0012  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 EM0012  DYNAMIC HEIGHT  -        357.205 (meters)     1171.93  (feet) COMP
 EM0012  MODELED GRAVITY -    979,613.9   (mgal)                       NAVD 88
 EM0012
 EM0012  VERT ORDER      -  SECOND    CLASS 0
 EM0012
 EM0012.The horizontal coordinates were determined by differentially corrected
 EM0012.hand held GPS observations or other comparable positioning techniques
 EM0012.and have an estimated accuracy of +/- 3 meters.
 EM0012
 EM0012.The orthometric height was determined by differential leveling and
 EM0012.adjusted by the NATIONAL GEODETIC SURVEY
 EM0012.in June 1991.
 EM0012
 EM0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0012.GEOID18 height accuracy estimate available here.
 EM0012
 EM0012.Click photographs - Photos may exist for this station.
 EM0012
 EM0012.The dynamic height is computed by dividing the NAVD 88
 EM0012.geopotential number by the normal gravity value computed on the
 EM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0012.degrees latitude (g = 980.6199 gals.).
 EM0012
 EM0012.The modeled gravity was interpolated from observed gravity values.
 EM0012
 EM0012;                    North         East    Units  Estimated Accuracy
 EM0012;SPC OK S     -   159,199.6     564,970.4     MT  (+/- 3 meters HH1 GPS) 
 EM0012
 EM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5649147483(NAD 83)
 EM0012
 EM0012                          SUPERSEDED SURVEY CONTROL
 EM0012
 EM0012  NGVD 29 (??/??/92)  357.446  (m)         1172.72   (f) ADJ UNCH    2 0
 EM0012
 EM0012.Superseded values are not recommended for survey control.
 EM0012
 EM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0012.See file dsdata.pdf to determine how the superseded data were derived.
 EM0012
 EM0012_MARKER: DB = BENCH MARK DISK
 EM0012_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0012_STAMPING: M 153 1934
 EM0012_MARK LOGO: CGS
 EM0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0012+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2008
 EM0012
 EM0012  HISTORY     - Date     Condition        Report By
 EM0012  HISTORY     - 1934     MONUMENTED       CGS
 EM0012  HISTORY     - 1963     GOOD             CGS
 EM0012  HISTORY     - 19951215 GOOD             OKDOT
 EM0012  HISTORY     - 20000210 GOOD             LOCSUR
 EM0012  HISTORY     - 20080224 GOOD             AIRDAT
 EM0012
 EM0012                          STATION DESCRIPTION
 EM0012
 EM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0012'8.8 MI S FROM APACHE.
 EM0012'8.8 MILES SOUTH OF, ALONG C.R.I. AND P.RY. FROM STATION ABOUT 0.5 MILE
 EM0012'NORTH OF RICHARDS SPUR.  110 FEET WEST OF CENTERLINE OF CHICAGO, ROCK
 EM0012'ISLAND AND PACIFIC R.R. TRACK.  33 FEET SOUTH OF CENTERLINE OF CROSS
 EM0012'ROAD.  7.2 FEET EAST OF TELEPHONE POLE 3529.  5.2 FEET NORTH OF
 EM0012'NORTHWEST R/W FENCE CORNER.  TABLET
 EM0012
 EM0012                          STATION RECOVERY (1963)
 EM0012
 EM0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0012'RECOVERED IN GOOD CONDITION.
 EM0012
 EM0012                          STATION RECOVERY (1995)
 EM0012
 EM0012'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 EM0012'FROM THE JUNCTION OF US 62 AND US 277 IN PORTER HILL, GO SOUTH ON US
 EM0012'62 FOR 1.60 KM (1.00 MI) TO A PAVED SECTION LINE ROAD LEFT, GO EAST ON
 EM0012'THE SECTION LINE ROAD FOR 0.48 KM (0.30 MI) TO A UNION PACIFIC
 EM0012'RAILROAD CROSSING AND THE MARK ON THE RIGHT, 3.5 M (11.5 FT) WEST OF
 EM0012'THE CENTERLINE OF THE TRACK, 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE
 EM0012'OF THE SECTION LINE ROAD, 3.8 M (12.5 FT) WEST OF A FENCE CORNER, 0.5
 EM0012'M (1.6 FT) SOUTH OF AN E-W FENCE, 0.8 M (2.6 FT) SOUTH OF A POWER
 EM0012'POLE, 0.2 M (0.7 FT) NORTH OF A STEEL WITNESS POST, MARK PROJECTS 0.2
 EM0012'M (0.7 FT) ABOVE THE GROUND SURFACE.
 EM0012
 EM0012                          STATION RECOVERY (2000)
 EM0012
 EM0012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0012'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0012'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0012'NO OBSTRUCTIONS.
 EM0012
 EM0012                          STATION RECOVERY (2008)
 EM0012
 EM0012'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 EM0012'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0196 ***********************************************************************
 EL0196  DESIGNATION -  M 156
 EL0196  PID         -  EL0196
 EL0196  STATE/COUNTY-  OK/JOHNSTON
 EL0196  COUNTRY     -  US
 EL0196  USGS QUAD   -  TROY (2018)
 EL0196
 EL0196                         *CURRENT SURVEY CONTROL
 EL0196  ______________________________________________________________________
 EL0196* NAD 83(1986) POSITION- 34 19 40.     (N) 096 47 00.     (W)   SCALED
 EL0196* NAVD 88 ORTHO HEIGHT -   285.933 (meters)      938.10  (feet) ADJUSTED
 EL0196  ______________________________________________________________________
 EL0196  GEOID HEIGHT    -        -25.474 (meters)                     GEOID18
 EL0196  DYNAMIC HEIGHT  -        285.653 (meters)      937.18  (feet) COMP
 EL0196  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 EL0196
 EL0196  VERT ORDER      -  SECOND    CLASS 0
 EL0196
 EL0196.The horizontal coordinates were scaled from a map and have
 EL0196.an estimated accuracy of +/- 6 seconds.
 EL0196
 EL0196.The orthometric height was determined by differential leveling and
 EL0196.adjusted by the NATIONAL GEODETIC SURVEY
 EL0196.in June 1991.
 EL0196
 EL0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0196.GEOID18 height accuracy estimate available here.
 EL0196
 EL0196.Click photographs - Photos may exist for this station.
 EL0196
 EL0196.The dynamic height is computed by dividing the NAVD 88
 EL0196.geopotential number by the normal gravity value computed on the
 EL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0196.degrees latitude (g = 980.6199 gals.).
 EL0196
 EL0196.The modeled gravity was interpolated from observed gravity values.
 EL0196
 EL0196;                    North         East    Units  Estimated Accuracy
 EL0196;SPC OK S     -   110,980.      711,960.      MT  (+/- 180 meters Scaled)
 EL0196
 EL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD039007(NAD 83)
 EL0196
 EL0196                          SUPERSEDED SURVEY CONTROL
 EL0196
 EL0196  NGVD 29 (??/??/92)  285.876  (m)          937.91   (f) ADJ UNCH    2 0
 EL0196
 EL0196.Superseded values are not recommended for survey control.
 EL0196
 EL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0196.See file dsdata.pdf to determine how the superseded data were derived.
 EL0196
 EL0196_MARKER: DB = BENCH MARK DISK
 EL0196_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0196_STAMPING: M 156 1934
 EL0196_MARK LOGO: CGS
 EL0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0196
 EL0196  HISTORY     - Date     Condition        Report By
 EL0196  HISTORY     - 1934     MONUMENTED       CGS
 EL0196  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 EL0196
 EL0196                          STATION DESCRIPTION
 EL0196
 EL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0196'AT TROY.
 EL0196'AT TROY, JOHNSTON COUNTY, 76.3 FEET NORTHEAST OF THE NORTHEAST
 EL0196'CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 29 FEET
 EL0196'NORTHEAST OF THE FIRST POLE NORTH OF POLE 585+-20, 44.5 FEET
 EL0196'NORTH OF THE NORTH STOCKYARD FENCE, 8.5 FEET WEST OF POLE 12750,
 EL0196'AND 47.1 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A
 EL0196'STANDARD DISK, STAMPED M 156 1934 AND SET IN THE TOP OF A
 EL0196'CONCRETE POST.
 EL0196
 EL0196                          STATION RECOVERY (2022)
 EL0196
 EL0196'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0545 ***********************************************************************
 EK0545  DESIGNATION -  M 158
 EK0545  PID         -  EK0545
 EK0545  STATE/COUNTY-  OK/ATOKA
 EK0545  COUNTRY     -  US
 EK0545  USGS QUAD   -  LANE (2019)
 EK0545
 EK0545                         *CURRENT SURVEY CONTROL
 EK0545  ______________________________________________________________________
 EK0545* NAD 83(1986) POSITION- 34 17 56.     (N) 095 59 19.     (W)   SCALED
 EK0545* NAVD 88 ORTHO HEIGHT -   177.474 (meters)      582.26  (feet) ADJUSTED
 EK0545  ______________________________________________________________________
 EK0545  GEOID HEIGHT    -        -28.707 (meters)                     GEOID18
 EK0545  DYNAMIC HEIGHT  -        177.287 (meters)      581.65  (feet) COMP
 EK0545  MODELED GRAVITY -    979,582.1   (mgal)                       NAVD 88
 EK0545
 EK0545  VERT ORDER      -  SECOND    CLASS 0
 EK0545
 EK0545.The horizontal coordinates were scaled from a map and have
 EK0545.an estimated accuracy of +/- 6 seconds.
 EK0545
 EK0545.The orthometric height was determined by differential leveling and
 EK0545.adjusted by the NATIONAL GEODETIC SURVEY
 EK0545.in June 1991.
 EK0545
 EK0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0545.GEOID18 height accuracy estimate available here.
 EK0545
 EK0545.Click photographs - Photos may exist for this station.
 EK0545
 EK0545.The dynamic height is computed by dividing the NAVD 88
 EK0545.geopotential number by the normal gravity value computed on the
 EK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0545.degrees latitude (g = 980.6199 gals.).
 EK0545
 EK0545.The modeled gravity was interpolated from observed gravity values.
 EK0545
 EK0545;                    North         East    Units  Estimated Accuracy
 EK0545;SPC OK S     -   108,950.      785,150.      MT  (+/- 180 meters Scaled)
 EK0545
 EK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT249993(NAD 83)
 EK0545
 EK0545                          SUPERSEDED SURVEY CONTROL
 EK0545
 EK0545  NGVD 29 (??/??/92)  177.393  (m)          582.00   (f) ADJ UNCH    2 0
 EK0545
 EK0545.Superseded values are not recommended for survey control.
 EK0545
 EK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0545.See file dsdata.pdf to determine how the superseded data were derived.
 EK0545
 EK0545_MARKER: DB = BENCH MARK DISK
 EK0545_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0545_STAMPING: M 158 1934
 EK0545_MARK LOGO: CGS
 EK0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0545
 EK0545  HISTORY     - Date     Condition        Report By
 EK0545  HISTORY     - 1934     MONUMENTED       CGS
 EK0545  HISTORY     - 1956     POOR             USGS
 EK0545
 EK0545                          STATION DESCRIPTION
 EK0545
 EK0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0545'IN LANE.
 EK0545'120 FEET SOUTHEAST OF POST OFFICE, 120 FEET NORTH OF CENTERLINE
 EK0545'OF CROSS ROAD, 110 FEET NORTHEAST OF GENERAL STORE, 50 FEET
 EK0545'SOUTHEAST OF CENTERLINE OF STATE HWY. 19.  TABLET SET IN PRECAST
 EK0545'CONCRETE POST.
 EK0545
 EK0545                          STATION RECOVERY (1956)
 EK0545
 EK0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0545'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0641 ***********************************************************************
 FH0641  DESIGNATION -  M 160
 FH0641  PID         -  FH0641
 FH0641  STATE/COUNTY-  OK/HASKELL
 FH0641  COUNTRY     -  US
 FH0641  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0641
 FH0641                         *CURRENT SURVEY CONTROL
 FH0641  ______________________________________________________________________
 FH0641* NAD 83(1986) POSITION- 35 06 54.     (N) 095 20 32.     (W)   SCALED
 FH0641* NAVD 88 ORTHO HEIGHT -   181.391 (meters)      595.11  (feet) ADJUSTED
 FH0641  ______________________________________________________________________
 FH0641  GEOID HEIGHT    -        -30.709 (meters)                     GEOID18
 FH0641  DYNAMIC HEIGHT  -        181.210 (meters)      594.52  (feet) COMP
 FH0641  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 FH0641
 FH0641  VERT ORDER      -  SECOND    CLASS 0
 FH0641
 FH0641.The horizontal coordinates were scaled from a map and have
 FH0641.an estimated accuracy of +/- 6 seconds.
 FH0641
 FH0641.The orthometric height was determined by differential leveling and
 FH0641.adjusted by the NATIONAL GEODETIC SURVEY
 FH0641.in June 1991.
 FH0641
 FH0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0641.GEOID18 height accuracy estimate available here.
 FH0641
 FH0641.Click photographs - Photos may exist for this station.
 FH0641
 FH0641.The dynamic height is computed by dividing the NAVD 88
 FH0641.geopotential number by the normal gravity value computed on the
 FH0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0641.degrees latitude (g = 980.6199 gals.).
 FH0641
 FH0641.The modeled gravity was interpolated from observed gravity values.
 FH0641
 FH0641;                    North         East    Units  Estimated Accuracy
 FH0641;SPC OK S     -   200,820.      842,250.      MT  (+/- 180 meters Scaled)
 FH0641
 FH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU865883(NAD 83)
 FH0641
 FH0641                          SUPERSEDED SURVEY CONTROL
 FH0641
 FH0641  NGVD 29 (??/??/92)  181.276  (m)          594.74   (f) ADJ UNCH    2 0
 FH0641
 FH0641.Superseded values are not recommended for survey control.
 FH0641
 FH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0641.See file dsdata.pdf to determine how the superseded data were derived.
 FH0641
 FH0641_MARKER: DB = BENCH MARK DISK
 FH0641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0641_STAMPING: M 160 1934
 FH0641_MARK LOGO: CGS
 FH0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0641
 FH0641  HISTORY     - Date     Condition        Report By
 FH0641  HISTORY     - 1934     MONUMENTED       CGS
 FH0641  HISTORY     - 1967     MARK NOT FOUND   CGS
 FH0641
 FH0641                          STATION DESCRIPTION
 FH0641
 FH0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0641'2.5 MI SW FROM QUINTON.
 FH0641'2.5 MILES SOUTHWEST OF QUINTON RY. STA., ALONG ST. HWY. 2.
 FH0641'WHERE TRANSMISSION LINE CROSSES HIGHWAY AT FOOT OF HILL, ABOUT
 FH0641'0.3 MILE SOUTH OF UNDERPASS OF FT. SMITH AND WESTERN RY.,
 FH0641'51.2 FEET SOUTH OF POWER LINE PLLE 16-5, 50.7 FEET SOUTHEAST
 FH0641'OF CENTERLINE OF STATE HWY. 2, 30.8 FEET SOUTH OF CENTERLINE
 FH0641'OF CROSS ROAD, 17 FEET SOUTHWEST OF NORTHWEST FENCE CORNER,
 FH0641'1.7 FEET NORTHWEST OF FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0641'POST.
 FH0641
 FH0641                          STATION RECOVERY (1967)
 FH0641
 FH0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FH0641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0525 ***********************************************************************
 FH0525  DESIGNATION -  M 162
 FH0525  PID         -  FH0525
 FH0525  STATE/COUNTY-  OK/CHEROKEE
 FH0525  COUNTRY     -  US
 FH0525  USGS QUAD   -  THOMPSON CORNER (2019)
 FH0525
 FH0525                         *CURRENT SURVEY CONTROL
 FH0525  ______________________________________________________________________
 FH0525* NAD 83(1986) POSITION- 35 55 27.     (N) 095 03 56.     (W)   SCALED
 FH0525* NAVD 88 ORTHO HEIGHT -   248.621 (meters)      815.68  (feet) ADJUSTED
 FH0525  ______________________________________________________________________
 FH0525  GEOID HEIGHT    -        -29.083 (meters)                     GEOID18
 FH0525  DYNAMIC HEIGHT  -        248.397 (meters)      814.95  (feet) COMP
 FH0525  MODELED GRAVITY -    979,728.3   (mgal)                       NAVD 88
 FH0525
 FH0525  VERT ORDER      -  SECOND    CLASS 0
 FH0525
 FH0525.The horizontal coordinates were scaled from a map and have
 FH0525.an estimated accuracy of +/- 6 seconds.
 FH0525
 FH0525.The orthometric height was determined by differential leveling and
 FH0525.adjusted by the NATIONAL GEODETIC SURVEY
 FH0525.in June 1991.
 FH0525
 FH0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0525.GEOID18 height accuracy estimate available here.
 FH0525
 FH0525.Click photographs - Photos may exist for this station.
 FH0525
 FH0525.The dynamic height is computed by dividing the NAVD 88
 FH0525.geopotential number by the normal gravity value computed on the
 FH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0525.degrees latitude (g = 980.6199 gals.).
 FH0525
 FH0525.The modeled gravity was interpolated from observed gravity values.
 FH0525
 FH0525;                    North         East    Units  Estimated Accuracy
 FH0525;SPC OK N     -   106,540.      864,780.      MT  (+/- 180 meters Scaled)
 FH0525
 FH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV136775(NAD 83)
 FH0525
 FH0525                          SUPERSEDED SURVEY CONTROL
 FH0525
 FH0525  NGVD 29 (??/??/92)  248.490  (m)          815.25   (f) ADJ UNCH    2 0
 FH0525
 FH0525.Superseded values are not recommended for survey control.
 FH0525
 FH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0525.See file dsdata.pdf to determine how the superseded data were derived.
 FH0525
 FH0525_MARKER: DB = BENCH MARK DISK
 FH0525_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0525_STAMPING: M 162 1934
 FH0525_MARK LOGO: CGS
 FH0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0525
 FH0525  HISTORY     - Date     Condition        Report By
 FH0525  HISTORY     - 1934     MONUMENTED       CGS
 FH0525  HISTORY     - 1960     GOOD             CGS
 FH0525  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0525
 FH0525                          STATION DESCRIPTION
 FH0525
 FH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0525'6.3 MI W FROM TAHLEQUAH.
 FH0525'6.3 MILES WEST MARK RECOVERED NEAR THE CENTER OF THE EAST SIDE
 FH0525'OF SEC. 28, T. 17 N., R. 21 E., 40 FEET WEST OF THE CENTERLINE
 FH0525'OF A SECTION LINE ROAD, 44 FEET SOUTH OF THE OLD ABANDONED
 FH0525'RAILROAD GRADE, 20 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH
 FH0525'OF A FENCE.
 FH0525
 FH0525                          STATION RECOVERY (1974)
 FH0525
 FH0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0282 ***********************************************************************
 GG0282  DESIGNATION -  M 163
 GG0282  PID         -  GG0282
 GG0282  STATE/COUNTY-  OK/CRAIG
 GG0282  COUNTRY     -  US
 GG0282  USGS QUAD   -  VINITA NE (2019)
 GG0282
 GG0282                         *CURRENT SURVEY CONTROL
 GG0282  ______________________________________________________________________
 GG0282* NAD 83(1986) POSITION- 36 39 37.     (N) 095 04 08.     (W)   SCALED
 GG0282* NAVD 88 ORTHO HEIGHT -   210.737 (meters)      691.39  (feet) ADJUSTED
 GG0282  ______________________________________________________________________
 GG0282  GEOID HEIGHT    -        -29.282 (meters)                     GEOID18
 GG0282  DYNAMIC HEIGHT  -        210.562 (meters)      690.82  (feet) COMP
 GG0282  MODELED GRAVITY -    979,794.7   (mgal)                       NAVD 88
 GG0282
 GG0282  VERT ORDER      -  SECOND    CLASS 0
 GG0282
 GG0282.The horizontal coordinates were scaled from a map and have
 GG0282.an estimated accuracy of +/- 6 seconds.
 GG0282
 GG0282.The orthometric height was determined by differential leveling and
 GG0282.adjusted by the NATIONAL GEODETIC SURVEY
 GG0282.in June 1991.
 GG0282
 GG0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0282.GEOID18 height accuracy estimate available here.
 GG0282
 GG0282.Click photographs - Photos may exist for this station.
 GG0282
 GG0282.The dynamic height is computed by dividing the NAVD 88
 GG0282.geopotential number by the normal gravity value computed on the
 GG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0282.degrees latitude (g = 980.6199 gals.).
 GG0282
 GG0282.The modeled gravity was interpolated from observed gravity values.
 GG0282
 GG0282;                    North         East    Units  Estimated Accuracy
 GG0282;SPC OK N     -   188,170.      862,020.      MT  (+/- 180 meters Scaled)
 GG0282
 GG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA150591(NAD 83)
 GG0282
 GG0282                          SUPERSEDED SURVEY CONTROL
 GG0282
 GG0282  NGVD 29 (??/??/92)  210.626  (m)          691.03   (f) ADJ UNCH    2 0
 GG0282
 GG0282.Superseded values are not recommended for survey control.
 GG0282
 GG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0282.See file dsdata.pdf to determine how the superseded data were derived.
 GG0282
 GG0282_MARKER: DB = BENCH MARK DISK
 GG0282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0282_SP_SET: CULVERT HEADWALL
 GG0282_STAMPING: M 163 1934
 GG0282_MARK LOGO: CGS
 GG0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0282+STABILITY: SURFACE MOTION
 GG0282
 GG0282  HISTORY     - Date     Condition        Report By
 GG0282  HISTORY     - 1934     MONUMENTED       CGS
 GG0282
 GG0282                          STATION DESCRIPTION
 GG0282
 GG0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0282'5.4 MI NE FROM VINITA.
 GG0282'5.4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0282'FROM THE STATION AT VINITA, CRAIG COUNTY, 400 FEET WEST OF
 GG0282'POLE 345+15, 1050 FEET EAST OF A NORTH-AND-SOUTH DIRT-ROAD
 GG0282'CROSSING, AT A CONCRETE CULVERT BUILT IN 1914, IN THE TOP OF A
 GG0282'HEADWALL, 9.1 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 GG0282'0.9 FOOT WEST OF THE EAST END OF THE HEADWALL.  A STANDARD
 GG0282'DISK, STAMPED M 163 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0412 ***********************************************************************
 FH0412  DESIGNATION -  M 164
 FH0412  PID         -  FH0412
 FH0412  STATE/COUNTY-  OK/CHEROKEE
 FH0412  COUNTRY     -  US
 FH0412  USGS QUAD   -  TAHLEQUAH (2019)
 FH0412
 FH0412                         *CURRENT SURVEY CONTROL
 FH0412  ______________________________________________________________________
 FH0412* NAD 83(1986) POSITION- 35 55 46.     (N) 094 59 33.     (W)   SCALED
 FH0412* NAVD 88 ORTHO HEIGHT -   261.846 (meters)      859.07  (feet) ADJUSTED
 FH0412  ______________________________________________________________________
 FH0412  GEOID HEIGHT    -        -28.999 (meters)                     GEOID18
 FH0412  DYNAMIC HEIGHT  -        261.611 (meters)      858.30  (feet) COMP
 FH0412  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FH0412
 FH0412  VERT ORDER      -  SECOND    CLASS 0
 FH0412
 FH0412.The horizontal coordinates were scaled from a map and have
 FH0412.an estimated accuracy of +/- 6 seconds.
 FH0412
 FH0412.The orthometric height was determined by differential leveling and
 FH0412.adjusted by the NATIONAL GEODETIC SURVEY
 FH0412.in June 1991.
 FH0412
 FH0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0412.GEOID18 height accuracy estimate available here.
 FH0412
 FH0412.Click photographs - Photos may exist for this station.
 FH0412
 FH0412.The dynamic height is computed by dividing the NAVD 88
 FH0412.geopotential number by the normal gravity value computed on the
 FH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0412.degrees latitude (g = 980.6199 gals.).
 FH0412
 FH0412.The modeled gravity was interpolated from observed gravity values.
 FH0412
 FH0412;                    North         East    Units  Estimated Accuracy
 FH0412;SPC OK N     -   107,330.      871,350.      MT  (+/- 180 meters Scaled)
 FH0412
 FH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV202779(NAD 83)
 FH0412
 FH0412                          SUPERSEDED SURVEY CONTROL
 FH0412
 FH0412  NGVD 29 (??/??/92)  261.711  (m)          858.63   (f) ADJ UNCH    2 0
 FH0412
 FH0412.Superseded values are not recommended for survey control.
 FH0412
 FH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0412.See file dsdata.pdf to determine how the superseded data were derived.
 FH0412
 FH0412_MARKER: DB = BENCH MARK DISK
 FH0412_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0412_STAMPING: M 164 1934
 FH0412_MARK LOGO: CGS
 FH0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0412
 FH0412  HISTORY     - Date     Condition        Report By
 FH0412  HISTORY     - 1934     MONUMENTED       CGS
 FH0412  HISTORY     - 1974     MARK NOT FOUND   NGS
 FH0412
 FH0412                          STATION DESCRIPTION
 FH0412
 FH0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0412'1.7 MI NW FROM TAHLEQUAH.
 FH0412'1.7 MILES NORTHWEST OF, ALONG S.L. AND S.F.RY. FROM STATION.
 FH0412'ABOUT 1000 FEET SOUTHEAST OF WOODEN RAILWAY TRESTLE 422.7, 80
 FH0412'FEET NORTH OF M.P. 422-15, 48.2 FEET EAST OF CENTERLINE OF
 FH0412'ST. LOUIS AND SAN FRANCISCO RY., 30 FEET SOUTH OF CENTERLINE
 FH0412'OF EAST-WEST DIRT ROAD CROSSING, 3.2 FEET SOUTHWEST OF NORTHEAST
 FH0412'CORNER OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0412
 FH0412                          STATION RECOVERY (1974)
 FH0412
 FH0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FH0412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0436 ***********************************************************************
 FH0436  DESIGNATION -  M 165
 FH0436  PID         -  FH0436
 FH0436  STATE/COUNTY-  OK/ADAIR
 FH0436  COUNTRY     -  US
 FH0436  USGS QUAD   -  WESTVILLE (2019)
 FH0436
 FH0436                         *CURRENT SURVEY CONTROL
 FH0436  ______________________________________________________________________
 FH0436* NAD 83(1986) POSITION- 35 59 35.     (N) 094 32 01.     (W)   SCALED
 FH0436* NAVD 88 ORTHO HEIGHT -   350.562 (meters)     1150.14  (feet) ADJUSTED
 FH0436  ______________________________________________________________________
 FH0436  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 FH0436  DYNAMIC HEIGHT  -        350.246 (meters)     1149.10  (feet) COMP
 FH0436  MODELED GRAVITY -    979,722.3   (mgal)                       NAVD 88
 FH0436
 FH0436  VERT ORDER      -  SECOND    CLASS 0
 FH0436
 FH0436.The horizontal coordinates were scaled from a map and have
 FH0436.an estimated accuracy of +/- 6 seconds.
 FH0436
 FH0436.The orthometric height was determined by differential leveling and
 FH0436.adjusted by the NATIONAL GEODETIC SURVEY
 FH0436.in June 1991.
 FH0436
 FH0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0436.GEOID18 height accuracy estimate available here.
 FH0436
 FH0436.Click photographs - Photos may exist for this station.
 FH0436
 FH0436.The dynamic height is computed by dividing the NAVD 88
 FH0436.geopotential number by the normal gravity value computed on the
 FH0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0436.degrees latitude (g = 980.6199 gals.).
 FH0436
 FH0436.The modeled gravity was interpolated from observed gravity values.
 FH0436
 FH0436;                    North         East    Units  Estimated Accuracy
 FH0436;SPC OK N     -   115,760.      912,490.      MT  (+/- 180 meters Scaled)
 FH0436
 FH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV617842(NAD 83)
 FH0436
 FH0436                          SUPERSEDED SURVEY CONTROL
 FH0436
 FH0436  NGVD 29 (??/??/92)  350.400  (m)         1149.60   (f) ADJ UNCH    2 0
 FH0436
 FH0436.Superseded values are not recommended for survey control.
 FH0436
 FH0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0436.See file dsdata.pdf to determine how the superseded data were derived.
 FH0436
 FH0436_MARKER: DB = BENCH MARK DISK
 FH0436_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0436_STAMPING: M 165 1934
 FH0436_MARK LOGO: CGS
 FH0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0436
 FH0436  HISTORY     - Date     Condition        Report By
 FH0436  HISTORY     - 1934     MONUMENTED       CGS
 FH0436  HISTORY     - 1972     GOOD             USGS
 FH0436
 FH0436                          STATION DESCRIPTION
 FH0436
 FH0436'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FH0436'2.2 MI E FROM WESTVILLE.
 FH0436'2.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 FH0436'CROSSING OF THE KANSAS CITY SOUTHERN RAILWAY AT WESTVILLE,
 FH0436'WESTVILLE RAILROAD STATION, 0.1 MI N. AND 2.0 MI E. OF, IN SE
 FH0436'1/4 OF FRACTIONAL SEC. 33, T. 18 N., R. 26 E., 46 FT N. OF OLD
 FH0436'RAILROAD GRADE, 38 FT. W. OF GRAVEL ROAD ON OK-ARK STATE LINE,
 FH0436'43 FT. N. AND 21 FT W. OF T-FENCE W.-- IN CONCRETE POST, STANDARD
 FH0436'TABLET STAMPED M 165 1934
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0443 ***********************************************************************
 EK0443  DESIGNATION -  M 166
 EK0443  PID         -  EK0443
 EK0443  STATE/COUNTY-  OK/LATIMER
 EK0443  COUNTRY     -  US
 EK0443  USGS QUAD   -  HIGGINS (2018)
 EK0443
 EK0443                         *CURRENT SURVEY CONTROL
 EK0443  ______________________________________________________________________
 EK0443* NAD 83(1986) POSITION- 34 52 24.     (N) 095 25 08.     (W)   SCALED
 EK0443* NAVD 88 ORTHO HEIGHT -   197.042 (meters)      646.46  (feet) ADJUSTED
 EK0443  ______________________________________________________________________
 EK0443  GEOID HEIGHT    -        -31.037 (meters)                     GEOID18
 EK0443  DYNAMIC HEIGHT  -        196.839 (meters)      645.80  (feet) COMP
 EK0443  MODELED GRAVITY -    979,599.6   (mgal)                       NAVD 88
 EK0443
 EK0443  VERT ORDER      -  SECOND    CLASS 0
 EK0443
 EK0443.The horizontal coordinates were scaled from a map and have
 EK0443.an estimated accuracy of +/- 6 seconds.
 EK0443
 EK0443.The orthometric height was determined by differential leveling and
 EK0443.adjusted by the NATIONAL GEODETIC SURVEY
 EK0443.in June 1991.
 EK0443
 EK0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0443.GEOID18 height accuracy estimate available here.
 EK0443
 EK0443.Click photographs - Photos may exist for this station.
 EK0443
 EK0443.The dynamic height is computed by dividing the NAVD 88
 EK0443.geopotential number by the normal gravity value computed on the
 EK0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0443.degrees latitude (g = 980.6199 gals.).
 EK0443
 EK0443.The modeled gravity was interpolated from observed gravity values.
 EK0443
 EK0443;                    North         East    Units  Estimated Accuracy
 EK0443;SPC OK S     -   173,840.      835,950.      MT  (+/- 180 meters Scaled)
 EK0443
 EK0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU789616(NAD 83)
 EK0443
 EK0443                          SUPERSEDED SURVEY CONTROL
 EK0443
 EK0443  NGVD 29 (??/??/92)  196.929  (m)          646.09   (f) ADJ UNCH    2 0
 EK0443
 EK0443.Superseded values are not recommended for survey control.
 EK0443
 EK0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0443.See file dsdata.pdf to determine how the superseded data were derived.
 EK0443
 EK0443_MARKER: DB = BENCH MARK DISK
 EK0443_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0443_STAMPING: M 166 1934
 EK0443_MARK LOGO: CGS
 EK0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0443
 EK0443  HISTORY     - Date     Condition        Report By
 EK0443  HISTORY     - 1934     MONUMENTED       CGS
 EK0443
 EK0443                          STATION DESCRIPTION
 EK0443
 EK0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0443'7.7 MI SW FROM WILBURTON.
 EK0443'ABOUT 7.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0443'PACIFIC RAILWAY FROM THE CITY HALL AT WILBURTON, LATIMER COUNTY,
 EK0443'ABOUT 1 1/2 POLES EAST OF MILEPOST 342+25, AT A ROAD CROSSING, 28
 EK0443'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 50 FEET SOUTH OF
 EK0443'THE CENTER LINE OF THE TRACK, AND 3 FEET WEST OF A RIGHT-OF-WAY
 EK0443'FENCE CORNER.  A STANDARD DISK, STAMPED M 166 1934 AND SET IN
 EK0443'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0308 ***********************************************************************
 EK0308  DESIGNATION -  M 168
 EK0308  PID         -  EK0308
 EK0308  STATE/COUNTY-  OK/MCCURTAIN
 EK0308  COUNTRY     -  US
 EK0308  USGS QUAD   -  BETHEL (2018)
 EK0308
 EK0308                         *CURRENT SURVEY CONTROL
 EK0308  ______________________________________________________________________
 EK0308* NAD 83(1986) POSITION- 34 20 03.     (N) 094 49 18.     (W)   SCALED
 EK0308* NAVD 88 ORTHO HEIGHT -   276.552 (meters)      907.32  (feet) ADJUSTED
 EK0308  ______________________________________________________________________
 EK0308  GEOID HEIGHT    -        -30.339 (meters)                     GEOID18
 EK0308  DYNAMIC HEIGHT  -        276.251 (meters)      906.33  (feet) COMP
 EK0308  MODELED GRAVITY -    979,540.6   (mgal)                       NAVD 88
 EK0308
 EK0308  VERT ORDER      -  SECOND    CLASS 0
 EK0308
 EK0308.The horizontal coordinates were scaled from a map and have
 EK0308.an estimated accuracy of +/- 6 seconds.
 EK0308
 EK0308.The orthometric height was determined by differential leveling and
 EK0308.adjusted by the NATIONAL GEODETIC SURVEY
 EK0308.in June 1991.
 EK0308
 EK0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0308.GEOID18 height accuracy estimate available here.
 EK0308
 EK0308.Click photographs - Photos may exist for this station.
 EK0308
 EK0308.The dynamic height is computed by dividing the NAVD 88
 EK0308.geopotential number by the normal gravity value computed on the
 EK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0308.degrees latitude (g = 980.6199 gals.).
 EK0308
 EK0308.The modeled gravity was interpolated from observed gravity values.
 EK0308
 EK0308;                    North         East    Units  Estimated Accuracy
 EK0308;SPC OK S     -   115,620.      892,410.      MT  (+/- 180 meters Scaled)
 EK0308
 EK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU324007(NAD 83)
 EK0308
 EK0308                          SUPERSEDED SURVEY CONTROL
 EK0308
 EK0308  NGVD 29 (??/??/92)  276.494  (m)          907.13   (f) ADJ UNCH    2 0
 EK0308
 EK0308.Superseded values are not recommended for survey control.
 EK0308
 EK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0308.See file dsdata.pdf to determine how the superseded data were derived.
 EK0308
 EK0308_MARKER: DB = BENCH MARK DISK
 EK0308_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0308_STAMPING: M 168 1934
 EK0308_MARK LOGO: CGS
 EK0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0308
 EK0308  HISTORY     - Date     Condition        Report By
 EK0308  HISTORY     - 1934     MONUMENTED       CGS
 EK0308  HISTORY     - 1960     GOOD             CGS
 EK0308
 EK0308                          STATION DESCRIPTION
 EK0308
 EK0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0308'2.3 MI SE FROM BETHEL.
 EK0308'ABOUT 2.3 MILES SOUTHEAST ALONG A GRAVELED ROAD, FORMERLY STATE
 EK0308'HIGHWAY 21, FROM THE POST OFFICE AT BETHEL, IN SECTION 31,
 EK0308'R 24 E, T 2 S, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 69
 EK0308'FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 1 1/2
 EK0308'FEET NORTH OF AN 8-INCH PINE TREE, 0.8 FOOT EAST OF A METAL
 EK0308'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 EK0308'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0330 ***********************************************************************
 EK0330  DESIGNATION -  M 169
 EK0330  PID         -  EK0330
 EK0330  STATE/COUNTY-  OK/MCCURTAIN
 EK0330  COUNTRY     -  US
 EK0330  USGS QUAD   -  BROKEN BOW (2018)
 EK0330
 EK0330                         *CURRENT SURVEY CONTROL
 EK0330  ______________________________________________________________________
 EK0330* NAD 83(1986) POSITION- 34 02 17.     (N) 094 38 04.     (W)   SCALED
 EK0330* NAVD 88 ORTHO HEIGHT -   121.441 (meters)      398.43  (feet) ADJUSTED
 EK0330  ______________________________________________________________________
 EK0330  GEOID HEIGHT    -        -28.041 (meters)                     GEOID18
 EK0330  DYNAMIC HEIGHT  -        121.318 (meters)      398.02  (feet) COMP
 EK0330  MODELED GRAVITY -    979,624.0   (mgal)                       NAVD 88
 EK0330
 EK0330  VERT ORDER      -  SECOND    CLASS 0
 EK0330
 EK0330.The horizontal coordinates were scaled from a map and have
 EK0330.an estimated accuracy of +/- 6 seconds.
 EK0330
 EK0330.The orthometric height was determined by differential leveling and
 EK0330.adjusted by the NATIONAL GEODETIC SURVEY
 EK0330.in June 1991.
 EK0330
 EK0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0330.GEOID18 height accuracy estimate available here.
 EK0330
 EK0330.Click photographs - Photos may exist for this station.
 EK0330
 EK0330.The dynamic height is computed by dividing the NAVD 88
 EK0330.geopotential number by the normal gravity value computed on the
 EK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0330.degrees latitude (g = 980.6199 gals.).
 EK0330
 EK0330.The modeled gravity was interpolated from observed gravity values.
 EK0330
 EK0330;                    North         East    Units  Estimated Accuracy
 EK0330;SPC OK S     -    83,350.      910,720.      MT  (+/- 180 meters Scaled)
 EK0330
 EK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT491675(NAD 83)
 EK0330
 EK0330                          SUPERSEDED SURVEY CONTROL
 EK0330
 EK0330  NGVD 29 (??/??/92)  121.416  (m)          398.35   (f) ADJ UNCH    2 0
 EK0330
 EK0330.Superseded values are not recommended for survey control.
 EK0330
 EK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0330.See file dsdata.pdf to determine how the superseded data were derived.
 EK0330
 EK0330_MARKER: DB = BENCH MARK DISK
 EK0330_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0330_STAMPING: M 169 1934
 EK0330_MARK LOGO: CGS
 EK0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0330
 EK0330  HISTORY     - Date     Condition        Report By
 EK0330  HISTORY     - 1934     MONUMENTED       CGS
 EK0330  HISTORY     - 1956     MARK NOT FOUND   USGS
 EK0330
 EK0330                          STATION DESCRIPTION
 EK0330
 EK0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0330'3.5 MI W FROM EAGLETOWN.
 EK0330'3.5 MILES WEST OF, ALONG TOERR ABOUT 0.2 MILE SOUTH OF SCHOOL
 EK0330'AT SOUTHEAST CORNER OF INTERSECTION OF U.S. HWY. 70 AND SECTION
 EK0330'LINE ROAD, 59.4 FEET NORTH OF CENTERLINE OF TEXAS, OKLA. AND
 EK0330'EASTERN R.R. TRACK, 48.6 FEET NORTHEAST OF TELEGRAPH POLE, 41.8
 EK0330'FEET EAST OF CROSS FENCE, 27 FEET EAST OF CENTERLINE OF IMPROVED
 EK0330'SECTION LINE ROAD, 5.5 FEET SOUTH OF PINE TREE 1.4 FT. IN DIAMETER
 EK0330'AT BASE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0330
 EK0330                          STATION RECOVERY (1956)
 EK0330
 EK0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0491 ***********************************************************************
 GG0491  DESIGNATION -  M 17
 GG0491  PID         -  GG0491
 GG0491  STATE/COUNTY-  OK/ROGERS
 GG0491  COUNTRY     -  US
 GG0491  USGS QUAD   -  TALALA (2019)
 GG0491
 GG0491                         *CURRENT SURVEY CONTROL
 GG0491  ______________________________________________________________________
 GG0491* NAD 83(1986) POSITION- 36 31 48.     (N) 095 42 02.     (W)   SCALED
 GG0491* NAVD 88 ORTHO HEIGHT -   208.859 (meters)      685.23  (feet) ADJUSTED
 GG0491  ______________________________________________________________________
 GG0491  GEOID HEIGHT    -        -29.219 (meters)                     GEOID18
 GG0491  DYNAMIC HEIGHT  -        208.684 (meters)      684.66  (feet) COMP
 GG0491  MODELED GRAVITY -    979,788.8   (mgal)                       NAVD 88
 GG0491
 GG0491  VERT ORDER      -  FIRST     CLASS II
 GG0491
 GG0491.The horizontal coordinates were scaled from a map and have
 GG0491.an estimated accuracy of +/- 6 seconds.
 GG0491
 GG0491.The orthometric height was determined by differential leveling and
 GG0491.adjusted by the NATIONAL GEODETIC SURVEY
 GG0491.in June 1991.
 GG0491
 GG0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0491.GEOID18 height accuracy estimate available here.
 GG0491
 GG0491.Click photographs - Photos may exist for this station.
 GG0491
 GG0491.The dynamic height is computed by dividing the NAVD 88
 GG0491.geopotential number by the normal gravity value computed on the
 GG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0491.degrees latitude (g = 980.6199 gals.).
 GG0491
 GG0491.The modeled gravity was interpolated from observed gravity values.
 GG0491
 GG0491;                    North         East    Units  Estimated Accuracy
 GG0491;SPC OK N     -   172,200.      805,900.      MT  (+/- 180 meters Scaled)
 GG0491
 GG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA582461(NAD 83)
 GG0491
 GG0491                          SUPERSEDED SURVEY CONTROL
 GG0491
 GG0491  NGVD 29 (??/??/92)  208.735  (m)          684.82   (f) ADJ UNCH    1 2
 GG0491
 GG0491.Superseded values are not recommended for survey control.
 GG0491
 GG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0491.See file dsdata.pdf to determine how the superseded data were derived.
 GG0491
 GG0491_MARKER: DB = BENCH MARK DISK
 GG0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0491_STAMPING: M 17 1933
 GG0491_MARK LOGO: CGS
 GG0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0491+STABILITY: SURFACE MOTION
 GG0491
 GG0491  HISTORY     - Date     Condition        Report By
 GG0491  HISTORY     - 1933     MONUMENTED       CGS
 GG0491  HISTORY     - 1960     GOOD             CGS
 GG0491  HISTORY     - 20220323 MARK NOT FOUND   OKDOT
 GG0491
 GG0491                          STATION DESCRIPTION
 GG0491
 GG0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0491'AT TALALA.
 GG0491'AT TALALA, ROGERS COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 GG0491'ABOUT 58 YARDS SOUTH OF THE STATION, 28 FEET WEST OF THE WEST
 GG0491'RAIL OF THE MAIN TRACK, AND ABOUT 35 YARDS EAST OF THE CENTER
 GG0491'LINE OF STATE HIGHWAY 16.  A STANDARD DISK, STAMPED M 17 1933
 GG0491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GG0491'ABOVE GROUND.  NOTE-- THIS MARK RECOVERED AS DESCRIBED AND IS WEST
 GG0491'ACROSS THE RAILROAD FROM AN ELEVATOR AND IS 3 FEET NORTHWEST
 GG0491'OF A POLE.
 GG0491
 GG0491                          STATION RECOVERY (2022)
 GG0491
 GG0491'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 GG0491'USING RTK NET, MEASUREMENTS FROM DATA SHEET AND A METAL DETECTOR WE
 GG0491'WERE UNABLE TO FIND THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0040 ***********************************************************************
 FK0040  DESIGNATION -  M 171
 FK0040  PID         -  FK0040
 FK0040  STATE/COUNTY-  OK/BLAINE
 FK0040  COUNTRY     -  US
 FK0040  USGS QUAD   -  GEARY NORTH (2018)
 FK0040
 FK0040                         *CURRENT SURVEY CONTROL
 FK0040  ______________________________________________________________________
 FK0040* NAD 83(1986) POSITION- 35 38 17.     (N) 098 18 58.     (W)   SCALED
 FK0040* NAVD 88 ORTHO HEIGHT -   457.130 (meters)     1499.77  (feet) ADJUSTED
 FK0040  ______________________________________________________________________
 FK0040  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 FK0040  DYNAMIC HEIGHT  -        456.685 (meters)     1498.31  (feet) COMP
 FK0040  MODELED GRAVITY -    979,646.2   (mgal)                       NAVD 88
 FK0040
 FK0040  VERT ORDER      -  FIRST     CLASS II
 FK0040
 FK0040.The horizontal coordinates were scaled from a map and have
 FK0040.an estimated accuracy of +/- 6 seconds.
 FK0040
 FK0040.The orthometric height was determined by differential leveling and
 FK0040.adjusted by the NATIONAL GEODETIC SURVEY
 FK0040.in June 1991.
 FK0040
 FK0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0040.GEOID18 height accuracy estimate available here.
 FK0040
 FK0040.Click photographs - Photos may exist for this station.
 FK0040
 FK0040.The dynamic height is computed by dividing the NAVD 88
 FK0040.geopotential number by the normal gravity value computed on the
 FK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0040.degrees latitude (g = 980.6199 gals.).
 FK0040
 FK0040.The modeled gravity was interpolated from observed gravity values.
 FK0040
 FK0040;                    North         East    Units  Estimated Accuracy
 FK0040;SPC OK N     -    70,840.      571,370.      MT  (+/- 180 meters Scaled)
 FK0040
 FK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE619440(NAD 83)
 FK0040
 FK0040                          SUPERSEDED SURVEY CONTROL
 FK0040
 FK0040  NGVD 29 (??/??/92)  456.933  (m)         1499.12   (f) ADJ UNCH    1 2
 FK0040
 FK0040.Superseded values are not recommended for survey control.
 FK0040
 FK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0040.See file dsdata.pdf to determine how the superseded data were derived.
 FK0040
 FK0040_MARKER: DB = BENCH MARK DISK
 FK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0040_STAMPING: M 171 1953
 FK0040_MARK LOGO: CGS
 FK0040_PROJECTION: FLUSH
 FK0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0040+STABILITY: SURFACE MOTION
 FK0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0040+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994
 FK0040
 FK0040  HISTORY     - Date     Condition        Report By
 FK0040  HISTORY     - 1953     MONUMENTED       CGS
 FK0040  HISTORY     - 1955     GOOD             CGS
 FK0040  HISTORY     - 19940209 GOOD             NGS
 FK0040  HISTORY     - 19951229 GOOD             OKDOT
 FK0040
 FK0040                          STATION DESCRIPTION
 FK0040
 FK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0040'0.8 MI NW FROM GEARY.
 FK0040'0.75 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0040'RAILROAD FROM THE STATION AT GEARY, 83 FEET NORTH OF THE CENTER
 FK0040'OF A GRAVELED ROAD CROSSING, 43 FEET NORTHEAST OF THE NORTHEAST
 FK0040'RAIL, 3 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS
 FK0040'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FK0040'ABOVE THE GROUND.
 FK0040
 FK0040                          STATION RECOVERY (1994)
 FK0040
 FK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0040'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 182 FROM THE CITY HALL
 FK0040'IN GEARY, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG NORTH SEVENTH
 FK0040'STREET, 25.2 M (82.7 FT) NORTH OF THE STREET CENTER, 13.1 M
 FK0040'(43.0 FT) NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 FK0040'0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.5 M (1.6 FT)
 FK0040'BELOW THE LEVEL OF THE TRACKS, AND THE MONUMENT IS RECESSED 0.1 M
 FK0040'(0.3 FT) BELOW THE GROUND SURFACE.
 FK0040
 FK0040                          STATION RECOVERY (1995)
 FK0040
 FK0040'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0040'FROM THE JUNCTION OF US 281 AND MAIN STREET IN GEARY, GO NORTH ON US
 FK0040'281 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF NORTH SEVENTH STREET, AND
 FK0040'THE MARK ON THE RIGHT.  IT IS 7.0 M (23.0 FT) EAST OF THE CENTERLINE
 FK0040'OF US 281, 26.0 M (85.3 FT) NORTH OF THE CENTERLINE OF NORTH SEVENTH
 FK0040'STREET, 13.1 M (43.0 FT) EAST OF THE EAST RAIL OF THE AUSTIN, TODD AND
 FK0040'LADD RAILROAD.  0.8 M (2.6 FT) WEST OF AN N-S FENCE, 0.8 M (2.6 FT)
 FK0040'NORTH OF STEEL WITNESS POST, 0.6 M (2.0 FT) WEST OF A CARSONITE
 FK0040'WITNESS POST, MARK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0163 ***********************************************************************
 FK0163  DESIGNATION -  M 172
 FK0163  PID         -  FK0163
 FK0163  STATE/COUNTY-  OK/CADDO
 FK0163  COUNTRY     -  US
 FK0163  USGS QUAD   -  HYDRO (2018)
 FK0163
 FK0163                         *CURRENT SURVEY CONTROL
 FK0163  ______________________________________________________________________
 FK0163* NAD 83(1986) POSITION- 35 32 24.     (N) 098 33 22.     (W)   SCALED
 FK0163* NAVD 88 ORTHO HEIGHT -   450.520 (meters)     1478.08  (feet) ADJUSTED
 FK0163  ______________________________________________________________________
 FK0163  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 FK0163  DYNAMIC HEIGHT  -        450.074 (meters)     1476.62  (feet) COMP
 FK0163  MODELED GRAVITY -    979,629.6   (mgal)                       NAVD 88
 FK0163
 FK0163  VERT ORDER      -  FIRST     CLASS II
 FK0163
 FK0163.The horizontal coordinates were scaled from a map and have
 FK0163.an estimated accuracy of +/- 6 seconds.
 FK0163
 FK0163.The orthometric height was determined by differential leveling and
 FK0163.adjusted by the NATIONAL GEODETIC SURVEY
 FK0163.in June 1991.
 FK0163
 FK0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0163.GEOID18 height accuracy estimate available here.
 FK0163
 FK0163.Click photographs - Photos may exist for this station.
 FK0163
 FK0163.The dynamic height is computed by dividing the NAVD 88
 FK0163.geopotential number by the normal gravity value computed on the
 FK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0163.degrees latitude (g = 980.6199 gals.).
 FK0163
 FK0163.The modeled gravity was interpolated from observed gravity values.
 FK0163
 FK0163;                    North         East    Units  Estimated Accuracy
 FK0163;SPC OK S     -   244,930.      549,570.      MT  (+/- 180 meters Scaled)
 FK0163
 FK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE402330(NAD 83)
 FK0163
 FK0163                          SUPERSEDED SURVEY CONTROL
 FK0163
 FK0163  NGVD 29 (??/??/92)  450.326  (m)         1477.44   (f) ADJ UNCH    1 2
 FK0163
 FK0163.Superseded values are not recommended for survey control.
 FK0163
 FK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0163.See file dsdata.pdf to determine how the superseded data were derived.
 FK0163
 FK0163_MARKER: DB = BENCH MARK DISK
 FK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0163_STAMPING: M 172 1953
 FK0163_MARK LOGO: CGS
 FK0163_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0163+STABILITY: SURFACE MOTION
 FK0163
 FK0163  HISTORY     - Date     Condition        Report By
 FK0163  HISTORY     - 1953     MONUMENTED       CGS
 FK0163  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0163
 FK0163                          STATION DESCRIPTION
 FK0163
 FK0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0163'1.3 MI E FROM HYDRO.
 FK0163'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0163'RAILROAD FROM THE STATION AT HYDRO, 14 POLES WEST OF MILEPOST
 FK0163'553, 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 5534,
 FK0163'44.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE,
 FK0163'2.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0163'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FK0163
 FK0163                          STATION RECOVERY (1984)
 FK0163
 FK0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0205 ***********************************************************************
 FK0205  DESIGNATION -  M 173
 FK0205  PID         -  FK0205
 FK0205  STATE/COUNTY-  OK/CUSTER
 FK0205  COUNTRY     -  US
 FK0205  USGS QUAD   -  CLINTON (2018)
 FK0205
 FK0205                         *CURRENT SURVEY CONTROL
 FK0205  ______________________________________________________________________
 FK0205* NAD 83(2011) POSITION- 35 31 22.55908(N) 098 56 25.20744(W)   NO CHECK
 FK0205* NAD 83(2011) ELLIP HT-   449.874 (meters)        (06/27/12)   NO CHECK
 FK0205* NAD 83(2011) EPOCH   -  2010.00
 FK0205* NAVD 88 ORTHO HEIGHT -   477.122 (meters)     1565.36  (feet) ADJUSTED
 FK0205  ______________________________________________________________________
 FK0205  GEOID HEIGHT    -        -27.235 (meters)                     GEOID18
 FK0205  NAD 83(2011) X  -   -807,690.766 (meters)                     COMP
 FK0205  NAD 83(2011) Y  - -5,134,155.869 (meters)                     COMP
 FK0205  NAD 83(2011) Z  -  3,685,500.528 (meters)                     COMP
 FK0205  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC18
 FK0205  DYNAMIC HEIGHT  -        476.645 (meters)     1563.79  (feet) COMP
 FK0205  MODELED GRAVITY -    979,619.1   (mgal)                       NAVD 88
 FK0205
 FK0205  VERT ORDER      -  FIRST     CLASS II
 FK0205
 FK0205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0205  Standards:
 FK0205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0205  -------------------------------------------------------------------
 FK0205  NETWORK    2.11   4.23           0.78   0.93   2.16     -0.14513051
 FK0205  -------------------------------------------------------------------
 FK0205  Click here for local accuracies and other accuracy information.
 FK0205
 FK0205.The horizontal coordinates were established by GPS observations
 FK0205.and adjusted by the National Geodetic Survey in June 2012.
 FK0205
 FK0205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0205.been affixed to the stable North American tectonic plate. See 
 FK0205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0205
 FK0205.The horizontal coordinates are valid at the epoch date displayed above
 FK0205.which is a decimal equivalence of Year/Month/Day.
 FK0205
 FK0205.No horizontal observational check was made to the station.
 FK0205
 FK0205.The orthometric height was determined by differential leveling and
 FK0205.adjusted by the NATIONAL GEODETIC SURVEY
 FK0205.in June 1991.
 FK0205
 FK0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0205.GEOID18 height accuracy estimate available here.
 FK0205
 FK0205.Click photographs - Photos may exist for this station.
 FK0205
 FK0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0205
 FK0205.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0205
 FK0205.The ellipsoidal height was determined by GPS observations
 FK0205.and is referenced to NAD 83.
 FK0205
 FK0205.The dynamic height is computed by dividing the NAVD 88
 FK0205.geopotential number by the normal gravity value computed on the
 FK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0205.degrees latitude (g = 980.6199 gals.).
 FK0205
 FK0205.The modeled gravity was interpolated from observed gravity values.
 FK0205
 FK0205. The following values were computed from the NAD 83(2011) position.
 FK0205
 FK0205;                    North         East     Units Scale Factor Converg.
 FK0205;SPC OK N     -    58,434.275   514,708.830   MT  1.00000823   -0 33 17.8
 FK0205;SPC OK N     -   191,713.12  1,688,673.89   sFT  1.00000823   -0 33 17.8
 FK0205;UTM  14      - 3,931,038.500   505,409.629   MT  0.99960036   +0 02 04.8
 FK0205
 FK0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0205!SPC OK N     -   0.99992939  x   1.00000823  =   0.99993762
 FK0205!UTM  14      -   0.99992939  x   0.99960036  =   0.99952978
 FK0205
 FK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0540931038(NAD 83)
 FK0205
 FK0205                          SUPERSEDED SURVEY CONTROL
 FK0205
 FK0205  NAD 83(2007)-  35 31 22.55895(N)    098 56 25.20797(W) AD(2002.00) 0
 FK0205  ELLIP H (02/10/07)  449.887  (m)                       GP(2002.00)    
 FK0205  NAD 83(1993)-  35 31 22.55866(N)    098 56 25.20765(W) AD(       ) 1
 FK0205  ELLIP H (03/07/02)  449.897  (m)                       GP(       ) 4 2
 FK0205  NAVD 88             477.12   (m)         1565.4    (f) LEVELING    3  
 FK0205  NGVD 29 (??/??/92)  476.918  (m)         1564.69   (f) ADJ UNCH    1 2
 FK0205
 FK0205.Superseded values are not recommended for survey control.
 FK0205
 FK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0205.See file dsdata.pdf to determine how the superseded data were derived.
 FK0205
 FK0205_MARKER: DB = BENCH MARK DISK
 FK0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0205_STAMPING: M 173 1953
 FK0205_MARK LOGO: CGS
 FK0205_PROJECTION: RECESSED 10 CENTIMETERS
 FK0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0205+STABILITY: SURFACE MOTION
 FK0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0205+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 FK0205
 FK0205  HISTORY     - Date     Condition        Report By
 FK0205  HISTORY     - 1953     MONUMENTED       CGS
 FK0205  HISTORY     - 1955     GOOD             CGS
 FK0205  HISTORY     - 20010531 GOOD             MSAM
 FK0205  HISTORY     - 20060726 GOOD             GEOCAC
 FK0205
 FK0205                          STATION DESCRIPTION
 FK0205
 FK0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0205'2.4 MI E FROM CLINTON.
 FK0205'1.8 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0205'RAILROAD FROM THE STATION AT CLINTON, THENCE 0.55 MILE NORTH
 FK0205'ALONG AN OILED ROAD, 46 FEET EAST OF THE CENTER LINE OF A NORTH
 FK0205'AND SOUTH ROAD, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 FK0205'WEST ROAD, 6 FEET EAST OF A TELEPHONE POLE, 1.6 FEET NORTH OF A
 FK0205'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FK0205'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FK0205
 FK0205                          STATION RECOVERY (2001)
 FK0205
 FK0205'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FK0205'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FK0205'THE STATION IS LOCATED 2.6 KM (1.6 MI) NORTHEAST OF CLINTON, OKLAHOMA
 FK0205'AND
 FK0205'20.9 KM (13. MI) WEST OF WEATHERFORD, OKLAHOMA, IN THE SOUTHEAST
 FK0205'CORNER
 FK0205'OF THE INTERSECTION OF DOUGHERTY AND AIRPORT ROAD. OWNERSHIP-
 FK0205'
 FK0205'TO REACH THE STATION FROM INTERSTATE HIGHWAY 40 (EXIT 66) AND US
 FK0205'HIGHWAY
 FK0205'183, IN SOUTHEAST CLINTON, OKLAHOMA, GO 1.6 KM (1 MI) NORTH ON HIGHWAY
 FK0205'183
 FK0205'TO INTERSTATE 40 BUSINESS ROUTE (GARY FREEWAY). TURN RIGHT, EAST, ON
 FK0205'GARY FREEWAY FOR 2.25 KM (1.4 MI) TO AIRPORT ROAD (COUNTY ROAD N2270).
 FK0205'TURN
 FK0205'LEFT, NORTH,  ON AIRPORT ROAD FOR 0.9 KM (0.6 MI)  TO DOUGHERTY ROAD
 FK0205'AND
 FK0205'THE STATION ON THE RIGHT.
 FK0205'
 FK0205'THE STATION IS A US COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN
 FK0205'THE
 FK0205'TOP CENTER OF A CONCRETE POST RECESSED 10 CM (0.4 FT) BELOW THE
 FK0205'SURFACE.
 FK0205'IT IS 28.3 M (92.8 FT) SOUTHEAST OF A CHISELED -X- IN A HEADWALL IN
 FK0205'THE
 FK0205'NORTHWEST CORNER OF THE INTERSECTION, 17.8 M (58.4 FT) SOUTHEAST OF A
 FK0205'RAILROAD SPIKE SET AT THE INTERSECTION OF THE TWO ROAD CENTERLINES AND
 FK0205'6.5 M (21.3 FT) NORTHEAST OF A POWER POLE WITH A SHINER.
 FK0205
 FK0205                          STATION RECOVERY (2006)
 FK0205
 FK0205'RECOVERY NOTE BY GEOCACHING 2006 (BRY)
 FK0205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0318 ***********************************************************************
 FK0318  DESIGNATION -  M 174
 FK0318  PID         -  FK0318
 FK0318  STATE/COUNTY-  OK/WASHITA
 FK0318  COUNTRY     -  US
 FK0318  USGS QUAD   -  CANUTE (2018)
 FK0318
 FK0318                         *CURRENT SURVEY CONTROL
 FK0318  ______________________________________________________________________
 FK0318* NAD 83(1986) POSITION- 35 26 13.     (N) 099 16 34.     (W)   SCALED
 FK0318* NAVD 88 ORTHO HEIGHT -   569.517 (meters)     1868.49  (feet) ADJUSTED
 FK0318  ______________________________________________________________________
 FK0318  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 FK0318  DYNAMIC HEIGHT  -        568.928 (meters)     1866.56  (feet) COMP
 FK0318  MODELED GRAVITY -    979,582.5   (mgal)                       NAVD 88
 FK0318
 FK0318  VERT ORDER      -  FIRST     CLASS II
 FK0318
 FK0318.The horizontal coordinates were scaled from a map and have
 FK0318.an estimated accuracy of +/- 6 seconds.
 FK0318
 FK0318.The orthometric height was determined by differential leveling and
 FK0318.adjusted by the NATIONAL GEODETIC SURVEY
 FK0318.in June 1991.
 FK0318
 FK0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0318.GEOID18 height accuracy estimate available here.
 FK0318
 FK0318.Click photographs - Photos may exist for this station.
 FK0318
 FK0318.The dynamic height is computed by dividing the NAVD 88
 FK0318.geopotential number by the normal gravity value computed on the
 FK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0318.degrees latitude (g = 980.6199 gals.).
 FK0318
 FK0318.The modeled gravity was interpolated from observed gravity values.
 FK0318
 FK0318;                    North         East    Units  Estimated Accuracy
 FK0318;SPC OK S     -   234,080.      484,130.      MT  (+/- 180 meters Scaled)
 FK0318
 FK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME749215(NAD 83)
 FK0318
 FK0318                          SUPERSEDED SURVEY CONTROL
 FK0318
 FK0318  NGVD 29 (??/??/92)  569.276  (m)         1867.70   (f) ADJ UNCH    1 2
 FK0318
 FK0318.Superseded values are not recommended for survey control.
 FK0318
 FK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0318.See file dsdata.pdf to determine how the superseded data were derived.
 FK0318
 FK0318_MARKER: DB = BENCH MARK DISK
 FK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0318_STAMPING: M 174 1953
 FK0318_MARK LOGO: CGS
 FK0318_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0318+STABILITY: SURFACE MOTION
 FK0318
 FK0318  HISTORY     - Date     Condition        Report By
 FK0318  HISTORY     - 1953     MONUMENTED       CGS
 FK0318  HISTORY     - 1955     GOOD             CGS
 FK0318  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0318
 FK0318                          STATION DESCRIPTION
 FK0318
 FK0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0318'1 MI NE FROM CANUTE.
 FK0318'1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0318'RAILROAD FROM THE STATION AT CANUTE, 17.5 FEET NORTHEAST OF THE
 FK0318'8TH POLE NORTHEAST OF MILEPOST 601, 90 YARDS SOUTHWEST OF THE
 FK0318'CENTER OF A GRAVELED ROAD CROSSING, 54 FEET NORTH OF THE CENTER
 FK0318'OF A PRIVATE ROAD CROSSING, 41 FEET NORTHWEST OF THE NORTHWEST
 FK0318'RAIL, 5 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS
 FK0318'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FK0318'ABOVE THE GROUND.
 FK0318
 FK0318                          STATION RECOVERY (1986)
 FK0318
 FK0318'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0395 ***********************************************************************
 FK0395  DESIGNATION -  M 175
 FK0395  PID         -  FK0395
 FK0395  STATE/COUNTY-  OK/BECKHAM
 FK0395  COUNTRY     -  US
 FK0395  USGS QUAD   -  DOXEY (2018)
 FK0395
 FK0395                         *CURRENT SURVEY CONTROL
 FK0395  ______________________________________________________________________
 FK0395* NAD 83(1986) POSITION- 35 22 12.     (N) 099 30 18.     (W)   SCALED
 FK0395* NAVD 88 ORTHO HEIGHT -   626.736 (meters)     2056.22  (feet) ADJUSTED
 FK0395  ______________________________________________________________________
 FK0395  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 FK0395  DYNAMIC HEIGHT  -        626.078 (meters)     2054.06  (feet) COMP
 FK0395  MODELED GRAVITY -    979,564.6   (mgal)                       NAVD 88
 FK0395
 FK0395  VERT ORDER      -  FIRST     CLASS II
 FK0395
 FK0395.The horizontal coordinates were scaled from a map and have
 FK0395.an estimated accuracy of +/- 6 seconds.
 FK0395
 FK0395.The orthometric height was determined by differential leveling and
 FK0395.adjusted by the NATIONAL GEODETIC SURVEY
 FK0395.in June 1991.
 FK0395
 FK0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0395.GEOID18 height accuracy estimate available here.
 FK0395
 FK0395.Click photographs - Photos may exist for this station.
 FK0395
 FK0395.The dynamic height is computed by dividing the NAVD 88
 FK0395.geopotential number by the normal gravity value computed on the
 FK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0395.degrees latitude (g = 980.6199 gals.).
 FK0395
 FK0395.The modeled gravity was interpolated from observed gravity values.
 FK0395
 FK0395;                    North         East    Units  Estimated Accuracy
 FK0395;SPC OK S     -   226,940.      463,230.      MT  (+/- 180 meters Scaled)
 FK0395
 FK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME541141(NAD 83)
 FK0395
 FK0395                          SUPERSEDED SURVEY CONTROL
 FK0395
 FK0395  NGVD 29 (??/??/92)  626.479  (m)         2055.37   (f) ADJ UNCH    1 2
 FK0395
 FK0395.Superseded values are not recommended for survey control.
 FK0395
 FK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0395.See file dsdata.pdf to determine how the superseded data were derived.
 FK0395
 FK0395_MARKER: DB = BENCH MARK DISK
 FK0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0395_SP_SET: OVERPASS
 FK0395_STAMPING: M 175 1953
 FK0395_MARK LOGO: CGS
 FK0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0395
 FK0395  HISTORY     - Date     Condition        Report By
 FK0395  HISTORY     - 1953     MONUMENTED       CGS
 FK0395
 FK0395                          STATION DESCRIPTION
 FK0395
 FK0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0395'7 MI SW FROM ELK CITY.
 FK0395'7.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0395'RAILROAD FROM THE STATION AT ELK CITY, 10.3 FEET SOUTH OF THE
 FK0395'SOUTH RAIL OF THE MAIN TRACK, AT THE OVERPASS OF STATE HIGHWAY
 FK0395'34, 2.9 FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTH SIDE
 FK0395'OF THE SOUTH CONCRETE FOUNDATION OF THE SOUTH PIERS OF THE
 FK0395'OVERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0425 ***********************************************************************
 FK0425  DESIGNATION -  M 176
 FK0425  PID         -  FK0425
 FK0425  STATE/COUNTY-  OK/BECKHAM
 FK0425  COUNTRY     -  US
 FK0425  USGS QUAD   -  ERICK (2018)
 FK0425
 FK0425                         *CURRENT SURVEY CONTROL
 FK0425  ______________________________________________________________________
 FK0425* NAD 83(1986) POSITION- 35 13 09.     (N) 099 50 58.     (W)   SCALED
 FK0425* NAVD 88 ORTHO HEIGHT -   624.555 (meters)     2049.06  (feet) ADJUSTED
 FK0425  ______________________________________________________________________
 FK0425  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 FK0425  DYNAMIC HEIGHT  -        623.923 (meters)     2046.99  (feet) COMP
 FK0425  MODELED GRAVITY -    979,601.2   (mgal)                       NAVD 88
 FK0425
 FK0425  VERT ORDER      -  FIRST     CLASS II
 FK0425
 FK0425.The horizontal coordinates were scaled from a map and have
 FK0425.an estimated accuracy of +/- 6 seconds.
 FK0425
 FK0425.The orthometric height was determined by differential leveling and
 FK0425.adjusted by the NATIONAL GEODETIC SURVEY
 FK0425.in June 1991.
 FK0425
 FK0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0425.GEOID18 height accuracy estimate available here.
 FK0425
 FK0425.Click photographs - Photos may exist for this station.
 FK0425
 FK0425.The dynamic height is computed by dividing the NAVD 88
 FK0425.geopotential number by the normal gravity value computed on the
 FK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0425.degrees latitude (g = 980.6199 gals.).
 FK0425
 FK0425.The modeled gravity was interpolated from observed gravity values.
 FK0425
 FK0425;                    North         East    Units  Estimated Accuracy
 FK0425;SPC OK S     -   210,730.      431,630.      MT  (+/- 180 meters Scaled)
 FK0425
 FK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD226976(NAD 83)
 FK0425
 FK0425                          SUPERSEDED SURVEY CONTROL
 FK0425
 FK0425  NGVD 29 (??/??/92)  624.331  (m)         2048.33   (f) ADJ UNCH    1 2
 FK0425
 FK0425.Superseded values are not recommended for survey control.
 FK0425
 FK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0425.See file dsdata.pdf to determine how the superseded data were derived.
 FK0425
 FK0425_MARKER: DB = BENCH MARK DISK
 FK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0425_STAMPING: M 176 1953
 FK0425_MARK LOGO: CGS
 FK0425_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0425+STABILITY: SURFACE MOTION
 FK0425
 FK0425  HISTORY     - Date     Condition        Report By
 FK0425  HISTORY     - 1953     MONUMENTED       CGS
 FK0425  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0425
 FK0425                          STATION DESCRIPTION
 FK0425
 FK0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0425'1 MI NE FROM ERICK.
 FK0425'0.95 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0425'RAILROAD FROM THE STATION AT ERICK, 1 1/2 POLES SOUTHWEST OF
 FK0425'MILEPOST 640, 0.2 MILE NORTHEAST OF A ROAD CROSSING, 45.3 FEET
 FK0425'SOUTH OF THE SOUTH RAIL, 42 FEET NORTH OF THE CENTER LINE OF
 FK0425'A ROAD, 2.5 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A WITNESS
 FK0425'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 FK0425'ABOVE THE GROUND.
 FK0425
 FK0425                          STATION RECOVERY (1987)
 FK0425
 FK0425'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0104 ***********************************************************************
 GH0104  DESIGNATION -  M 18
 GH0104  PID         -  GH0104
 GH0104  STATE/COUNTY-  OK/CREEK
 GH0104  COUNTRY     -  US
 GH0104  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0104
 GH0104                         *CURRENT SURVEY CONTROL
 GH0104  ______________________________________________________________________
 GH0104* NAD 83(1986) POSITION- 36 00 01.25   (N) 096 06 17.33   (W)   HD_HELD1
 GH0104* NAVD 88 ORTHO HEIGHT -   221.120 (meters)      725.46  (feet) ADJUSTED
 GH0104  ______________________________________________________________________
 GH0104  GEOID HEIGHT    -        -28.723 (meters)                     GEOID18
 GH0104  DYNAMIC HEIGHT  -        220.926 (meters)      724.82  (feet) COMP
 GH0104  MODELED GRAVITY -    979,748.7   (mgal)                       NAVD 88
 GH0104
 GH0104  VERT ORDER      -  FIRST     CLASS II
 GH0104
 GH0104.The horizontal coordinates were determined by differentially corrected
 GH0104.hand held GPS observations or other comparable positioning techniques
 GH0104.and have an estimated accuracy of +/- 3 meters.
 GH0104
 GH0104.The orthometric height was determined by differential leveling and
 GH0104.adjusted by the NATIONAL GEODETIC SURVEY
 GH0104.in June 1991.
 GH0104
 GH0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0104.GEOID18 height accuracy estimate available here.
 GH0104
 GH0104.Click photographs - Photos may exist for this station.
 GH0104
 GH0104.The dynamic height is computed by dividing the NAVD 88
 GH0104.geopotential number by the normal gravity value computed on the
 GH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0104.degrees latitude (g = 980.6199 gals.).
 GH0104
 GH0104.The modeled gravity was interpolated from observed gravity values.
 GH0104
 GH0104;                    North         East    Units  Estimated Accuracy
 GH0104;SPC OK N     -   112,658.8     770,856.8     MT  (+/- 3 meters HH1 GPS) 
 GH0104
 GH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6096987864(NAD 83)
 GH0104
 GH0104                          SUPERSEDED SURVEY CONTROL
 GH0104
 GH0104  NGVD 29 (??/??/92)  221.009  (m)          725.09   (f) ADJ UNCH    1 2
 GH0104
 GH0104.Superseded values are not recommended for survey control.
 GH0104
 GH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0104.See file dsdata.pdf to determine how the superseded data were derived.
 GH0104
 GH0104_MARKER: DB = BENCH MARK DISK
 GH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0104_STAMPING: M 18 1933
 GH0104_MARK LOGO: CGS
 GH0104_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0104+STABILITY: SURFACE MOTION
 GH0104
 GH0104  HISTORY     - Date     Condition        Report By
 GH0104  HISTORY     - 1933     MONUMENTED       CGS
 GH0104  HISTORY     - 1970     GOOD
 GH0104  HISTORY     - 19940331 MARK NOT FOUND   NGS
 GH0104  HISTORY     - 20220531 MARK NOT FOUND   OKDOT
 GH0104
 GH0104                          STATION DESCRIPTION
 GH0104
 GH0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0104'AT SAPULPA, CREEK COUNTY, 127 FEET SOUTH OF THE SOUTHEAST
 GH0104'CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT
 GH0104'65 FEET NORTH OF THE NORTHEAST CORNER OF THE AMERICAN EXPRESS
 GH0104'CO. OFFICE, AND 28 FEET WEST OF THE WEST RAIL OF THE MAIN
 GH0104'TRACK.  A STANDARD DISK, STAMPED M 18 1933 AND SET IN THE TOP
 GH0104'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GH0104'NOTE-- 235 FEET SW OF SE COR. CONCRETE RAMP TO SL AND SF FREIGHT
 GH0104'OFFICE BUILDING.
 GH0104
 GH0104                          STATION RECOVERY (1970)
 GH0104
 GH0104'RECOVERED 1970
 GH0104'RECOVERED IN GOOD CONDITION.
 GH0104
 GH0104                          STATION RECOVERY (1994)
 GH0104
 GH0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GH0104'MARK NOT FOUND.
 GH0104
 GH0104                          STATION RECOVERY (2022)
 GH0104
 GH0104'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GH0104'APPEARS TO HAVE HAD DIRT WORK RECENTLY FILLED IN.  MARK POSSIBLY
 GH0104'BURIED OR DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0524 ***********************************************************************
 GH0524  DESIGNATION -  M 180
 GH0524  PID         -  GH0524
 GH0524  STATE/COUNTY-  OK/GRANT
 GH0524  COUNTRY     -  US
 GH0524  USGS QUAD   -  WAKITA (2018)
 GH0524
 GH0524                         *CURRENT SURVEY CONTROL
 GH0524  ______________________________________________________________________
 GH0524* NAD 83(1986) POSITION- 36 54 32.     (N) 097 56 51.     (W)   SCALED
 GH0524* NAVD 88 ORTHO HEIGHT -   352.588 (meters)     1156.78  (feet) ADJUSTED
 GH0524  ______________________________________________________________________
 GH0524  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 GH0524  DYNAMIC HEIGHT  -        352.297 (meters)     1155.83  (feet) COMP
 GH0524  MODELED GRAVITY -    979,796.0   (mgal)                       NAVD 88
 GH0524
 GH0524  VERT ORDER      -  FIRST     CLASS II
 GH0524
 GH0524.The horizontal coordinates were scaled from a map and have
 GH0524.an estimated accuracy of +/- 6 seconds.
 GH0524
 GH0524.The orthometric height was determined by differential leveling and
 GH0524.adjusted by the NATIONAL GEODETIC SURVEY
 GH0524.in June 1991.
 GH0524
 GH0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0524.GEOID18 height accuracy estimate available here.
 GH0524
 GH0524.Click photographs - Photos may exist for this station.
 GH0524
 GH0524.The dynamic height is computed by dividing the NAVD 88
 GH0524.geopotential number by the normal gravity value computed on the
 GH0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0524.degrees latitude (g = 980.6199 gals.).
 GH0524
 GH0524.The modeled gravity was interpolated from observed gravity values.
 GH0524
 GH0524;                    North         East    Units  Estimated Accuracy
 GH0524;SPC OK N     -   211,810.      604,680.      MT  (+/- 180 meters Scaled)
 GH0524
 GH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF937852(NAD 83)
 GH0524
 GH0524                          SUPERSEDED SURVEY CONTROL
 GH0524
 GH0524  NGVD 29 (??/??/92)  352.479  (m)         1156.42   (f) ADJ UNCH    1 2
 GH0524
 GH0524.Superseded values are not recommended for survey control.
 GH0524
 GH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0524.See file dsdata.pdf to determine how the superseded data were derived.
 GH0524
 GH0524_MARKER: DB = BENCH MARK DISK
 GH0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0524_STAMPING: M 180 1953
 GH0524_MARK LOGO: CGS
 GH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0524+STABILITY: SURFACE MOTION
 GH0524
 GH0524  HISTORY     - Date     Condition        Report By
 GH0524  HISTORY     - 1953     MONUMENTED       CGS
 GH0524  HISTORY     - 1985     GOOD             NGS
 GH0524
 GH0524                          STATION DESCRIPTION
 GH0524
 GH0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0524'2.2 MI NW FROM WAKITA.
 GH0524'2.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0524'RAILROAD FROM THE STATION AT WAKITA, AT A ROAD CROSSING, 55 FEET
 GH0524'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 45 FEET
 GH0524'SOUTHWEST OF THE SOUTHWEST RAIL, 48 FEET NORTHWEST OF A TELEPHONE
 GH0524'POLE, 3 FEET NORTHEAST OF A FENCE, 3.5 FEET NORTHWEST OF A WITNESS
 GH0524'POST, 22 FEET SOUTHEAST OF A POWER POLE, SET IN THE TOP OF A
 GH0524'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0524
 GH0524                          STATION RECOVERY (1985)
 GH0524
 GH0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0496 ***********************************************************************
 GH0496  DESIGNATION -  M 181
 GH0496  PID         -  GH0496
 GH0496  STATE/COUNTY-  OK/GRANT
 GH0496  COUNTRY     -  US
 GH0496  USGS QUAD   -  POND CREEK (2018)
 GH0496
 GH0496                         *CURRENT SURVEY CONTROL
 GH0496  ______________________________________________________________________
 GH0496* NAD 83(1986) POSITION- 36 43 30.     (N) 097 47 10.     (W)   SCALED
 GH0496* NAVD 88 ORTHO HEIGHT -   320.139 (meters)     1050.32  (feet) ADJUSTED
 GH0496  ______________________________________________________________________
 GH0496  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 GH0496  DYNAMIC HEIGHT  -        319.870 (meters)     1049.44  (feet) COMP
 GH0496  MODELED GRAVITY -    979,782.9   (mgal)                       NAVD 88
 GH0496
 GH0496  VERT ORDER      -  FIRST     CLASS II
 GH0496
 GH0496.The horizontal coordinates were scaled from a map and have
 GH0496.an estimated accuracy of +/- 6 seconds.
 GH0496
 GH0496.The orthometric height was determined by differential leveling and
 GH0496.adjusted by the NATIONAL GEODETIC SURVEY
 GH0496.in June 1991.
 GH0496
 GH0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0496.GEOID18 height accuracy estimate available here.
 GH0496
 GH0496.Click photographs - Photos may exist for this station.
 GH0496
 GH0496.The dynamic height is computed by dividing the NAVD 88
 GH0496.geopotential number by the normal gravity value computed on the
 GH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0496.degrees latitude (g = 980.6199 gals.).
 GH0496
 GH0496.The modeled gravity was interpolated from observed gravity values.
 GH0496
 GH0496;                    North         East    Units  Estimated Accuracy
 GH0496;SPC OK N     -   191,420.      619,110.      MT  (+/- 180 meters Scaled)
 GH0496
 GH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF083650(NAD 83)
 GH0496
 GH0496                          SUPERSEDED SURVEY CONTROL
 GH0496
 GH0496  NGVD 29 (??/??/92)  320.023  (m)         1049.94   (f) ADJ UNCH    1 2
 GH0496
 GH0496.Superseded values are not recommended for survey control.
 GH0496
 GH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0496.See file dsdata.pdf to determine how the superseded data were derived.
 GH0496
 GH0496_MARKER: DB = BENCH MARK DISK
 GH0496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH0496_SP_SET: RAILROAD BRIDGE
 GH0496_STAMPING: M 181 1953
 GH0496_MARK LOGO: CGS
 GH0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0496
 GH0496  HISTORY     - Date     Condition        Report By
 GH0496  HISTORY     - 1953     MONUMENTED       CGS
 GH0496  HISTORY     - 1985     GOOD             NGS
 GH0496
 GH0496                          STATION DESCRIPTION
 GH0496
 GH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0496'0.3 MI N FROM JEFFERSON.
 GH0496'0.3 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0496'RAILROAD FROM THE STATION AT JEFFERSON, 7 POLES SOUTH OF
 GH0496'MILEPOST 318, 4 POLES NORTH OF A ROAD CROSSING, 6 FEET EAST OF THE
 GH0496'EAST RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 GH0496'OF BRIDGE 318.2.
 GH0496
 GH0496                          STATION RECOVERY (1985)
 GH0496
 GH0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0384 ***********************************************************************
 GH0384  DESIGNATION -  M 183
 GH0384  PID         -  GH0384
 GH0384  STATE/COUNTY-  OK/GARFIELD
 GH0384  COUNTRY     -  US
 GH0384  USGS QUAD   -  BISON (2018)
 GH0384
 GH0384                         *CURRENT SURVEY CONTROL
 GH0384  ______________________________________________________________________
 GH0384* NAD 83(1986) POSITION- 36 11 18.     (N) 097 53 22.     (W)   SCALED
 GH0384* NAVD 88 ORTHO HEIGHT -   375.594 (meters)     1232.26  (feet) POSTED
 GH0384  ______________________________________________________________________
 GH0384  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 GH0384  DYNAMIC HEIGHT  -        375.26  (meters)     1231.2   (feet) COMP
 GH0384  MODELED GRAVITY -    979,727.8   (mgal)                       NAVD 88
 GH0384
 GH0384  VERT ORDER      -  * POSTED, SEE BELOW
 GH0384
 GH0384.The horizontal coordinates were scaled from a map and have
 GH0384.an estimated accuracy of +/- 6 seconds.
 GH0384
 GH0384.The orthometric height was determined by differential leveling
 GH0384.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0384
 GH0384.* This is a POSTED BENCH MARK height.
 GH0384
 GH0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0384.GEOID18 height accuracy estimate available here.
 GH0384
 GH0384.Click photographs - Photos may exist for this station.
 GH0384
 GH0384.The dynamic height is computed by dividing the NAVD 88
 GH0384.geopotential number by the normal gravity value computed on the
 GH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0384.degrees latitude (g = 980.6199 gals.).
 GH0384
 GH0384.The modeled gravity was interpolated from observed gravity values.
 GH0384
 GH0384;                    North         East    Units  Estimated Accuracy
 GH0384;SPC OK N     -   131,860.      609,940.      MT  (+/- 180 meters Scaled)
 GH0384
 GH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF998054(NAD 83)
 GH0384
 GH0384                          SUPERSEDED SURVEY CONTROL
 GH0384
 GH0384  NGVD 29 (??/??/92)  375.448  (m)         1231.78   (f) ADJ UNCH    1 2
 GH0384
 GH0384.Superseded values are not recommended for survey control.
 GH0384
 GH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0384.See file dsdata.pdf to determine how the superseded data were derived.
 GH0384
 GH0384_MARKER: DB = BENCH MARK DISK
 GH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0384_STAMPING: M 183 1953
 GH0384_MARK LOGO: CGS
 GH0384_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0384+STABILITY: SURFACE MOTION
 GH0384
 GH0384  HISTORY     - Date     Condition        Report By
 GH0384  HISTORY     - 1953     MONUMENTED       CGS
 GH0384  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0384  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0384
 GH0384                          STATION DESCRIPTION
 GH0384
 GH0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0384'0.5 MI S FROM BISON.
 GH0384'0.5 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0384'RAILROAD FROM THE STATION AT BISON, AT A ROAD CROSSING, 2 POLES
 GH0384'NORTH OF MILEPOST 356, 46 FEET WEST OF THE WEST RAIL, 35 FEET
 GH0384'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 10 FEET WEST OF
 GH0384'A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 GH0384'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0384
 GH0384                          STATION RECOVERY (1979)
 GH0384
 GH0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0384'MARK NOT FOUND.
 GH0384
 GH0384                          STATION RECOVERY (1985)
 GH0384
 GH0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0384'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0587 ***********************************************************************
 FJ0587  DESIGNATION -  M 184
 FJ0587  PID         -  FJ0587
 FJ0587  STATE/COUNTY-  OK/KINGFISHER
 FJ0587  COUNTRY     -  US
 FJ0587  USGS QUAD   -  DOVER (2018)
 FJ0587
 FJ0587                         *CURRENT SURVEY CONTROL
 FJ0587  ______________________________________________________________________
 FJ0587* NAD 83(1986) POSITION- 35 59 01.     (N) 097 54 46.     (W)   SCALED
 FJ0587* NAVD 88 ORTHO HEIGHT -   315.478 (meters)     1035.03  (feet) ADJUSTED
 FJ0587  ______________________________________________________________________
 FJ0587  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 FJ0587  DYNAMIC HEIGHT  -        315.194 (meters)     1034.10  (feet) COMP
 FJ0587  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 FJ0587
 FJ0587  VERT ORDER      -  FIRST     CLASS II
 FJ0587
 FJ0587.The horizontal coordinates were scaled from a map and have
 FJ0587.an estimated accuracy of +/- 6 seconds.
 FJ0587
 FJ0587.The orthometric height was determined by differential leveling and
 FJ0587.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0587.in June 1991.
 FJ0587
 FJ0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0587.GEOID18 height accuracy estimate available here.
 FJ0587
 FJ0587.Click photographs - Photos may exist for this station.
 FJ0587
 FJ0587.The dynamic height is computed by dividing the NAVD 88
 FJ0587.geopotential number by the normal gravity value computed on the
 FJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0587.degrees latitude (g = 980.6199 gals.).
 FJ0587
 FJ0587.The modeled gravity was interpolated from observed gravity values.
 FJ0587
 FJ0587;                    North         East    Units  Estimated Accuracy
 FJ0587;SPC OK N     -   109,140.      607,870.      MT  (+/- 180 meters Scaled)
 FJ0587
 FJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE980826(NAD 83)
 FJ0587
 FJ0587                          SUPERSEDED SURVEY CONTROL
 FJ0587
 FJ0587  NGVD 29 (??/??/92)  315.353  (m)         1034.62   (f) ADJ UNCH    1 2
 FJ0587
 FJ0587.Superseded values are not recommended for survey control.
 FJ0587
 FJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0587.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0587
 FJ0587_MARKER: DB = BENCH MARK DISK
 FJ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0587_STAMPING: M 184 1953
 FJ0587_MARK LOGO: CGS
 FJ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0587+STABILITY: SURFACE MOTION
 FJ0587
 FJ0587  HISTORY     - Date     Condition        Report By
 FJ0587  HISTORY     - 1953     MONUMENTED       CGS
 FJ0587  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0587
 FJ0587                          STATION DESCRIPTION
 FJ0587
 FJ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0587'0.3 MI N FROM DOVER.
 FJ0587'0.3 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0587'FROM THE STATION AT DOVER, 4 1/2 POLES SOUTH OF MILEPOST 370,
 FJ0587'49 FEET WEST OF THE WEST RAIL, 42 FEET WEST OF A SWITCH STAND,
 FJ0587'5 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WITNESS
 FJ0587'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 FJ0587'FOOT ABOVE THE GROUND.
 FJ0587
 FJ0587                          STATION RECOVERY (1985)
 FJ0587
 FJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0587'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0554 ***********************************************************************
 FJ0554  DESIGNATION -  M 185
 FJ0554  PID         -  FJ0554
 FJ0554  STATE/COUNTY-  OK/CANADIAN
 FJ0554  COUNTRY     -  US
 FJ0554  USGS QUAD   -  OKARCHE (2018)
 FJ0554
 FJ0554                         *CURRENT SURVEY CONTROL
 FJ0554  ______________________________________________________________________
 FJ0554* NAD 83(1986) POSITION- 35 43 00.     (N) 097 58 35.     (W)   SCALED
 FJ0554* NAVD 88 ORTHO HEIGHT -   377.917 (meters)     1239.88  (feet) ADJUSTED
 FJ0554  ______________________________________________________________________
 FJ0554  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 FJ0554  DYNAMIC HEIGHT  -        377.564 (meters)     1238.72  (feet) COMP
 FJ0554  MODELED GRAVITY -    979,686.7   (mgal)                       NAVD 88
 FJ0554
 FJ0554  VERT ORDER      -  FIRST     CLASS II
 FJ0554
 FJ0554.The horizontal coordinates were scaled from a map and have
 FJ0554.an estimated accuracy of +/- 6 seconds.
 FJ0554
 FJ0554.The orthometric height was determined by differential leveling and
 FJ0554.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0554.in June 1991.
 FJ0554
 FJ0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0554.GEOID18 height accuracy estimate available here.
 FJ0554
 FJ0554.Click photographs - Photos may exist for this station.
 FJ0554
 FJ0554.The dynamic height is computed by dividing the NAVD 88
 FJ0554.geopotential number by the normal gravity value computed on the
 FJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0554.degrees latitude (g = 980.6199 gals.).
 FJ0554
 FJ0554.The modeled gravity was interpolated from observed gravity values.
 FJ0554
 FJ0554;                    North         East    Units  Estimated Accuracy
 FJ0554;SPC OK N     -    79,520.      602,140.      MT  (+/- 180 meters Scaled)
 FJ0554
 FJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE925530(NAD 83)
 FJ0554
 FJ0554                          SUPERSEDED SURVEY CONTROL
 FJ0554
 FJ0554  NGVD 29 (??/??/92)  377.733  (m)         1239.28   (f) SUPERSEDED  1 2
 FJ0554  NGVD 29 (04/22/92)  377.758  (m)         1239.36   (f) ADJUSTED    1 2
 FJ0554
 FJ0554.Superseded values are not recommended for survey control.
 FJ0554
 FJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0554.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0554
 FJ0554_MARKER: DB = BENCH MARK DISK
 FJ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0554_STAMPING: M 185 1953
 FJ0554_MARK LOGO: CGS
 FJ0554_PROJECTION: FLUSH
 FJ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0554+STABILITY: SURFACE MOTION
 FJ0554
 FJ0554  HISTORY     - Date     Condition        Report By
 FJ0554  HISTORY     - 1953     MONUMENTED       CGS
 FJ0554  HISTORY     - 1970     GOOD             NGS
 FJ0554  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0554  HISTORY     - 1985     GOOD             NGS
 FJ0554
 FJ0554                          STATION DESCRIPTION
 FJ0554
 FJ0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FJ0554'0.5 MI S FROM OKARCHE.
 FJ0554'LOCATED AT AN OVERPASS OVER THE CROSSING OF THE CHICAGO, ROCK
 FJ0554'ISLAND, AND PACIFIC RAILROAD AND U.S. HIGHWAY 81 WHICH IS 0.5
 FJ0554'MILE SOUTH OF THE STATION AT OKARCHE, 87.5 FEET SOUTH-SOUTHWEST
 FJ0554'OF THE WEST CONCRETE PIER AT THE NORTH SIDE OF THE OVERPASS, 37
 FJ0554'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 19.5 FEET WEST
 FJ0554'OF THE WEST CONCRETE PIER OF THE OVERPASS, 1 FOOT NORTHEAST OF A
 FJ0554'METAL WITNESS POST, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FJ0554
 FJ0554                          STATION RECOVERY (1971)
 FJ0554
 FJ0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0554'MARK NOT FOUND.
 FJ0554
 FJ0554                          STATION RECOVERY (1985)
 FJ0554
 FJ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0554'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.58 KM (0.36
 FJ0554'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF OKLAHOMA AVENUE AT
 FJ0554'OKARCHE, THENCE 0.47 KM (0.29 MI) SOUTH-SOUTHWEST ALONG A GRAVEL ROAD
 FJ0554'PARALLELING THE HIGHWAY, AT THE US HIGHWAY 81 OVERPASS FOR THE
 FJ0554'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 54.3 METERS (178 FT) EAST
 FJ0554'OF THE CENTER OF THE ROAD, 30.0 METERS (98.5 FT) SOUTH-SOUTHWEST OF
 FJ0554'RAILROAD MILEPOLE 389, 26.7 METERS (87.5 FT) SOUTH OF THE NORTHWESTERN
 FJ0554'MOST CONCRETE PIER OF THE SOUTH BOUND US HIGHWAY 81 OVERPASS, 5.9
 FJ0554'METERS (19.5 FT) WEST OF THE WEST CONCRETE PIER AT THE CENTER OF THE
 FJ0554'SOUTH BOUND OVERPASS AND 11.3 METERS (37 FT) WEST OF THE WEST RAIL.
 FJ0554'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0554'THE MARK IS 0.4 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0122 ***********************************************************************
 FK0122  DESIGNATION -  M 186
 FK0122  PID         -  FK0122
 FK0122  STATE/COUNTY-  OK/CANADIAN
 FK0122  COUNTRY     -  US
 FK0122  USGS QUAD   -  COGAR NE (2018)
 FK0122
 FK0122                         *CURRENT SURVEY CONTROL
 FK0122  ______________________________________________________________________
 FK0122* NAD 83(1986) POSITION- 35 29 36.     (N) 098 02 34.     (W)   SCALED
 FK0122* NAVD 88 ORTHO HEIGHT -   441.493 (meters)     1448.47  (feet) ADJUSTED
 FK0122  ______________________________________________________________________
 FK0122  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 FK0122  DYNAMIC HEIGHT  -        441.061 (meters)     1447.05  (feet) COMP
 FK0122  MODELED GRAVITY -    979,639.9   (mgal)                       NAVD 88
 FK0122
 FK0122  VERT ORDER      -  FIRST     CLASS II
 FK0122
 FK0122.The horizontal coordinates were scaled from a map and have
 FK0122.an estimated accuracy of +/- 6 seconds.
 FK0122
 FK0122.The orthometric height was determined by differential leveling and
 FK0122.adjusted by the NATIONAL GEODETIC SURVEY
 FK0122.in June 1991.
 FK0122
 FK0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0122.GEOID18 height accuracy estimate available here.
 FK0122
 FK0122.Click photographs - Photos may exist for this station.
 FK0122
 FK0122.The dynamic height is computed by dividing the NAVD 88
 FK0122.geopotential number by the normal gravity value computed on the
 FK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0122.degrees latitude (g = 980.6199 gals.).
 FK0122
 FK0122.The modeled gravity was interpolated from observed gravity values.
 FK0122
 FK0122;                    North         East    Units  Estimated Accuracy
 FK0122;SPC OK N     -    54,740.      596,120.      MT  (+/- 180 meters Scaled)
 FK0122
 FK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE868281(NAD 83)
 FK0122
 FK0122                          SUPERSEDED SURVEY CONTROL
 FK0122
 FK0122  NGVD 29 (??/??/92)  441.308  (m)         1447.86   (f) ADJ UNCH    1 2
 FK0122
 FK0122.Superseded values are not recommended for survey control.
 FK0122
 FK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0122.See file dsdata.pdf to determine how the superseded data were derived.
 FK0122
 FK0122_MARKER: DB = BENCH MARK DISK
 FK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0122_STAMPING: M 186 1953
 FK0122_MARK LOGO: CGS
 FK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0122+STABILITY: SURFACE MOTION
 FK0122
 FK0122  HISTORY     - Date     Condition        Report By
 FK0122  HISTORY     - 1953     MONUMENTED       CGS
 FK0122
 FK0122                          STATION DESCRIPTION
 FK0122
 FK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0122'8 MI SW FROM EL RENO.
 FK0122'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0122'RAILROAD FROM THE STATION AT EL RENO, THENCE 5.3 MILES WEST
 FK0122'ALONG A GRADED DIRT ROAD, 35 FEET SOUTH OF THE CENTER LINE OF AN
 FK0122'EAST AND WEST ROAD, 30 FEET WEST OF THE CENTER LINE OF A NORTH
 FK0122'AND SOUTH ROAD, 4 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET WEST
 FK0122'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0122'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0434 ***********************************************************************
 FJ0434  DESIGNATION -  M 187
 FJ0434  PID         -  FJ0434
 FJ0434  STATE/COUNTY-  OK/GRADY
 FJ0434  COUNTRY     -  US
 FJ0434  USGS QUAD   -  POCASSET (2018)
 FJ0434
 FJ0434                         *CURRENT SURVEY CONTROL
 FJ0434  ______________________________________________________________________
 FJ0434* NAD 83(1986) POSITION- 35 08 45.     (N) 097 56 52.     (W)   SCALED
 FJ0434* NAVD 88 ORTHO HEIGHT -   348.339 (meters)     1142.84  (feet) ADJUSTED
 FJ0434  ______________________________________________________________________
 FJ0434  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 FJ0434  DYNAMIC HEIGHT  -        347.993 (meters)     1141.71  (feet) COMP
 FJ0434  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 FJ0434
 FJ0434  VERT ORDER      -  FIRST     CLASS II
 FJ0434
 FJ0434.The horizontal coordinates were scaled from a map and have
 FJ0434.an estimated accuracy of +/- 6 seconds.
 FJ0434
 FJ0434.The orthometric height was determined by differential leveling and
 FJ0434.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0434.in June 1991.
 FJ0434
 FJ0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0434.GEOID18 height accuracy estimate available here.
 FJ0434
 FJ0434.Click photographs - Photos may exist for this station.
 FJ0434
 FJ0434.The dynamic height is computed by dividing the NAVD 88
 FJ0434.geopotential number by the normal gravity value computed on the
 FJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0434.degrees latitude (g = 980.6199 gals.).
 FJ0434
 FJ0434.The modeled gravity was interpolated from observed gravity values.
 FJ0434
 FJ0434;                    North         East    Units  Estimated Accuracy
 FJ0434;SPC OK S     -   201,060.      604,760.      MT  (+/- 180 meters Scaled)
 FJ0434
 FJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND958897(NAD 83)
 FJ0434
 FJ0434                          SUPERSEDED SURVEY CONTROL
 FJ0434
 FJ0434  NGVD 29 (??/??/92)  348.198  (m)         1142.38   (f) ADJ UNCH    1 2
 FJ0434
 FJ0434.Superseded values are not recommended for survey control.
 FJ0434
 FJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0434.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0434
 FJ0434_MARKER: DB = BENCH MARK DISK
 FJ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0434_STAMPING: M 187 1953
 FJ0434_MARK LOGO: CGS
 FJ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0434+STABILITY: SURFACE MOTION
 FJ0434
 FJ0434  HISTORY     - Date     Condition        Report By
 FJ0434  HISTORY     - 1953     MONUMENTED       CGS
 FJ0434  HISTORY     - 1986     GOOD             NGS
 FJ0434
 FJ0434                          STATION DESCRIPTION
 FJ0434
 FJ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0434'3.6 MI S FROM POCASSET.
 FJ0434'3.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0434'RAILROAD FROM THE STATION AT POCASSET, AT A ROAD CROSSING, 61
 FJ0434'FEET NORTH OF THE CENTER LINE OF A ROAD, 95 FEET WEST OF THE
 FJ0434'WEST RAIL, 3 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 FJ0434'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FJ0434'ABOVE THE GROUND.
 FJ0434
 FJ0434                          STATION RECOVERY (1986)
 FJ0434
 FJ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0434'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.3 KM (7.65
 FJ0434'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 FJ0434'CHICKASHA, THENCE 1.2 KM (0.75 MI) EAST ALONG A DIRT ROAD.  ADD--0.1 M
 FJ0434'(0.3 FT) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0526 ***********************************************************************
 FJ0526  DESIGNATION -  M 188
 FJ0526  PID         -  FJ0526
 FJ0526  STATE/COUNTY-  OK/GRADY
 FJ0526  COUNTRY     -  US
 FJ0526  USGS QUAD   -  TABLER (2018)
 FJ0526
 FJ0526                         *CURRENT SURVEY CONTROL
 FJ0526  ______________________________________________________________________
 FJ0526* NAD 83(1986) POSITION- 35 00 47.     (N) 097 50 46.     (W)   SCALED
 FJ0526* NAVD 88 ORTHO HEIGHT -   324.426 (meters)     1064.39  (feet) ADJUSTED
 FJ0526  ______________________________________________________________________
 FJ0526  GEOID HEIGHT    -        -26.333 (meters)                     GEOID18
 FJ0526  DYNAMIC HEIGHT  -        324.106 (meters)     1063.34  (feet) COMP
 FJ0526  MODELED GRAVITY -    979,638.5   (mgal)                       NAVD 88
 FJ0526
 FJ0526  VERT ORDER      -  FIRST     CLASS II
 FJ0526
 FJ0526.The horizontal coordinates were scaled from a map and have
 FJ0526.an estimated accuracy of +/- 6 seconds.
 FJ0526
 FJ0526.The orthometric height was determined by differential leveling and
 FJ0526.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0526.in June 1991.
 FJ0526
 FJ0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0526.GEOID18 height accuracy estimate available here.
 FJ0526
 FJ0526.Click photographs - Photos may exist for this station.
 FJ0526
 FJ0526.The dynamic height is computed by dividing the NAVD 88
 FJ0526.geopotential number by the normal gravity value computed on the
 FJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0526.degrees latitude (g = 980.6199 gals.).
 FJ0526
 FJ0526.The modeled gravity was interpolated from observed gravity values.
 FJ0526
 FJ0526;                    North         East    Units  Estimated Accuracy
 FJ0526;SPC OK S     -   186,330.      614,050.      MT  (+/- 180 meters Scaled)
 FJ0526
 FJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD052750(NAD 83)
 FJ0526
 FJ0526                          SUPERSEDED SURVEY CONTROL
 FJ0526
 FJ0526  NGVD 29 (??/??/92)  324.327  (m)         1064.06   (f) ADJ UNCH    1 2
 FJ0526
 FJ0526.Superseded values are not recommended for survey control.
 FJ0526
 FJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0526.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0526
 FJ0526_MARKER: DB = BENCH MARK DISK
 FJ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0526_STAMPING: M 188 1953
 FJ0526_MARK LOGO: CGS
 FJ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0526+STABILITY: SURFACE MOTION
 FJ0526
 FJ0526  HISTORY     - Date     Condition        Report By
 FJ0526  HISTORY     - 1953     MONUMENTED       CGS
 FJ0526
 FJ0526                          STATION DESCRIPTION
 FJ0526
 FJ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0526'6.7 MI SE FROM CHICKASHA.
 FJ0526'4.0 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE CHICAGO, ROCK
 FJ0526'ISLAND AND PACIFIC RAILROAD STATION AT CHICKASHA, THENCE 2.7
 FJ0526'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 146 FEET EAST OF THE
 FJ0526'CENTER LINE OF A NORTH AND SOUTH ROAD, 17 FEET SOUTH OF THE CENTER
 FJ0526'LINE OF A ROAD LEADING EAST, 3 FEET SOUTHWEST OF A POWER POLE,
 FJ0526'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FJ0526'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0079 ***********************************************************************
 FJ0079  DESIGNATION -  M 19
 FJ0079  PID         -  FJ0079
 FJ0079  STATE/COUNTY-  OK/OKFUSKEE
 FJ0079  COUNTRY     -  US
 FJ0079  USGS QUAD   -  WELEETKA (2018)
 FJ0079
 FJ0079                         *CURRENT SURVEY CONTROL
 FJ0079  ______________________________________________________________________
 FJ0079* NAD 83(1986) POSITION- 35 20 11.     (N) 096 07 40.     (W)   SCALED
 FJ0079* NAVD 88 ORTHO HEIGHT -   212.035 (meters)      695.65  (feet) ADJUSTED
 FJ0079  ______________________________________________________________________
 FJ0079  GEOID HEIGHT    -        -28.859 (meters)                     GEOID18
 FJ0079  DYNAMIC HEIGHT  -        211.833 (meters)      694.99  (feet) COMP
 FJ0079  MODELED GRAVITY -    979,677.8   (mgal)                       NAVD 88
 FJ0079
 FJ0079  VERT ORDER      -  FIRST     CLASS II
 FJ0079
 FJ0079.The horizontal coordinates were scaled from a map and have
 FJ0079.an estimated accuracy of +/- 6 seconds.
 FJ0079
 FJ0079.The orthometric height was determined by differential leveling and
 FJ0079.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0079.in June 1991.
 FJ0079
 FJ0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0079.GEOID18 height accuracy estimate available here.
 FJ0079
 FJ0079.Click photographs - Photos may exist for this station.
 FJ0079
 FJ0079.The dynamic height is computed by dividing the NAVD 88
 FJ0079.geopotential number by the normal gravity value computed on the
 FJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0079.degrees latitude (g = 980.6199 gals.).
 FJ0079
 FJ0079.The modeled gravity was interpolated from observed gravity values.
 FJ0079
 FJ0079;                    North         East    Units  Estimated Accuracy
 FJ0079;SPC OK N     -    38,970.      770,210.      MT  (+/- 180 meters Scaled)
 FJ0079
 FJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE610141(NAD 83)
 FJ0079
 FJ0079                          SUPERSEDED SURVEY CONTROL
 FJ0079
 FJ0079  NGVD 29 (??/??/92)  211.920  (m)          695.27   (f) ADJ UNCH    1 2
 FJ0079
 FJ0079.Superseded values are not recommended for survey control.
 FJ0079
 FJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0079.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0079
 FJ0079_MARKER: DB = BENCH MARK DISK
 FJ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0079_STAMPING: M 19 1933
 FJ0079_MARK LOGO: CGS
 FJ0079_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0079+STABILITY: SURFACE MOTION
 FJ0079
 FJ0079  HISTORY     - Date     Condition        Report By
 FJ0079  HISTORY     - 1933     MONUMENTED       CGS
 FJ0079
 FJ0079                          STATION DESCRIPTION
 FJ0079
 FJ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0079'0.8 MI NE FROM WEELETKA.
 FJ0079'LOCATED 0.8 MILE NORTHEAST OF THE FRISCO DEPOT IN WEELETKA,
 FJ0079'ON THE RAILROAD RIGHT OF WAY, 45 FT. EAST OF ROAD CROSSING
 FJ0079'TRACK THAT LEADS TO CONCRETE DAM ACROSS NORTH CANADIAN RIVER
 FJ0079'1/4 MILE SOUTH, 25.0 FT. SOUTH OF SOUTH RAIL OF TRACK, 1 1/2
 FJ0079'TELEGRAPH POLES WEST OF POLE MARKED 494, 45 YARDS SOUTH OF COUNTY
 FJ0079'HIGHWAY THAT PARALLELS TRACK, AT ELEVATION APPROXIMATELY SAME
 FJ0079'AS RAILROAD BUT LOWER THAN COUNTY HIGHWAY.  STANDARD TABLET
 FJ0079'SET IN TOP OF CONCRETE POST 6 IN HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0672 ***********************************************************************
 FJ0672  DESIGNATION -  M 192
 FJ0672  PID         -  FJ0672
 FJ0672  STATE/COUNTY-  OK/CANADIAN
 FJ0672  COUNTRY     -  US
 FJ0672  USGS QUAD   -  MUSTANG (2018)
 FJ0672
 FJ0672                         *CURRENT SURVEY CONTROL
 FJ0672  ______________________________________________________________________
 FJ0672* NAD 83(1986) POSITION- 35 28 43.16   (N) 097 42 05.95   (W)   HD_HELD1
 FJ0672* NAVD 88 ORTHO HEIGHT -   384.059 (meters)     1260.03  (feet) ADJUSTED
 FJ0672  ______________________________________________________________________
 FJ0672  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 FJ0672  DYNAMIC HEIGHT  -        383.688 (meters)     1258.82  (feet) COMP
 FJ0672  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 FJ0672
 FJ0672  VERT ORDER      -  FIRST     CLASS II
 FJ0672
 FJ0672.The horizontal coordinates were determined by differentially corrected
 FJ0672.hand held GPS observations or other comparable positioning techniques
 FJ0672.and have an estimated accuracy of +/- 3 meters.
 FJ0672
 FJ0672.The orthometric height was determined by differential leveling and
 FJ0672.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0672.in August 1994.
 FJ0672
 FJ0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0672.GEOID18 height accuracy estimate available here.
 FJ0672
 FJ0672.Click photographs - Photos may exist for this station.
 FJ0672
 FJ0672.The dynamic height is computed by dividing the NAVD 88
 FJ0672.geopotential number by the normal gravity value computed on the
 FJ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0672.degrees latitude (g = 980.6199 gals.).
 FJ0672
 FJ0672.The modeled gravity was interpolated from observed gravity values.
 FJ0672
 FJ0672;                    North         East    Units  Estimated Accuracy
 FJ0672;SPC OK N     -    53,150.2     627,076.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0672
 FJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1778526900(NAD 83)
 FJ0672
 FJ0672                          SUPERSEDED SURVEY CONTROL
 FJ0672
 FJ0672  NAVD 88 (??/??/92)  384.105  (m)         1260.18   (f) POSTED      3  
 FJ0672
 FJ0672.Superseded values are not recommended for survey control.
 FJ0672
 FJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0672.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0672
 FJ0672_MARKER: F = FLANGE-ENCASED ROD
 FJ0672_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0672+WITH SETTING: INFORMATION.
 FJ0672_STAMPING: M 192 1984
 FJ0672_MARK LOGO: NGS
 FJ0672_PROJECTION: FLUSH
 FJ0672_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0672+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2013
 FJ0672_ROD/PIPE-DEPTH: 1.14 meters
 FJ0672
 FJ0672  HISTORY     - Date     Condition        Report By
 FJ0672  HISTORY     - 1984     MONUMENTED       NGS
 FJ0672  HISTORY     - 1988     GOOD             USPSQD
 FJ0672  HISTORY     - 1989     GOOD             USPSQD
 FJ0672  HISTORY     - 1990     GOOD             USPSQD
 FJ0672  HISTORY     - 19940113 GOOD             NGS
 FJ0672  HISTORY     - 20130909 GOOD             GEOCAC
 FJ0672
 FJ0672                          STATION DESCRIPTION
 FJ0672
 FJ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0672'6.8 KM (4.2 MI) SE FROM YUKON.
 FJ0672'THE MARK IS 0.3 M BELOW NORTHWEST 10TH STREET.
 FJ0672'1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0672'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE
 FJ0672'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0672'BOULEVARD), THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG SOUTH RANCHWOOD
 FJ0672'BOULEVARD, THENCE 0.7 KM (0.45 MI) EAST ALONG NORTHWEST 10TH STREET,
 FJ0672'AT VALLEY VIEW SIDE STREET LEADING NORTH, 20.02 METERS (65.7 FT) SOUTH
 FJ0672'OF THE CENTER OF NORTHWEST 10TH STREET, 19.81 METERS (65.0 FT) EAST OF
 FJ0672'THE EXTENDED CENTERLINE OF VALLEY VIEW STREET, 13.22 METERS (43.4 FT)
 FJ0672'WEST-NORTHWEST OF THE CROSS ON THE NORTH FACE OF THE APOSTOLIC CHURCH,
 FJ0672'AND 0.6 METER (2.0 FT) EAST-NORTHEAST OF A POWERLINE POLE.  NOTE, ROD
 FJ0672'DRIVEN TO REFUSAL AT THIS DEPTH, ROD ANCHORED.
 FJ0672'THE MARK IS 0.64 METERS  E FROM A WITNESS POST.
 FJ0672
 FJ0672                          STATION RECOVERY (1988)
 FJ0672
 FJ0672'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0672'RECOVERED IN GOOD CONDITION.
 FJ0672
 FJ0672                          STATION RECOVERY (1989)
 FJ0672
 FJ0672'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0672'RECOVERED IN GOOD CONDITION.
 FJ0672
 FJ0672                          STATION RECOVERY (1990)
 FJ0672
 FJ0672'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0672'RECOVERED IN GOOD CONDITION.
 FJ0672
 FJ0672                          STATION RECOVERY (1994)
 FJ0672
 FJ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0672'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0672'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, THENCE 4.2 KM
 FJ0672'(2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0672'BOULEVARD), THENCE 0.7 KM (0.45 MI) EASTERLY ALONG NORTHWEST 10TH
 FJ0672'STREET, 38.5 M (126.3 FT) WEST OF THE CENTERLINE OF SOUTH VALLEY VIEW
 FJ0672'STREET, 20.0 M (65.6 FT) SOUTH OF THE CENTER OF NORTHWEST 10TH
 FJ0672'STREET, 19.8 M (65.0 FT) EAST OF THE EXTENDED CENTERLINE OF NORTH
 FJ0672'VALLEY VIEW STREET, 13.2 M (43.3 FT) WEST OF A CROSS ON THE NORTH
 FJ0672'FACE OF THE APOSTOLIC CHURCH, 0.6 M (2.0 FT) EAST OF A UTILITY POLE
 FJ0672'AND WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF NORTHWEST
 FJ0672'10TH STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FJ0672'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FJ0672
 FJ0672                          STATION RECOVERY (2013)
 FJ0672
 FJ0672'RECOVERY NOTE BY GEOCACHING 2013 (APC)
 FJ0672'CHURCH NOW KNOWN AS 'THE FATHER'S HOUSE'.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0702 ***********************************************************************
 FJ0702  DESIGNATION -  M 193
 FJ0702  PID         -  FJ0702
 FJ0702  STATE/COUNTY-  OK/OKLAHOMA
 FJ0702  COUNTRY     -  US
 FJ0702  USGS QUAD   -  HARRAH (2018)
 FJ0702
 FJ0702                         *CURRENT SURVEY CONTROL
 FJ0702  ______________________________________________________________________
 FJ0702* NAD 83(1986) POSITION- 35 29 34.     (N) 097 14 50.     (W)   SCALED
 FJ0702* NAVD 88 ORTHO HEIGHT -   343.760 (meters)     1127.82  (feet) ADJUSTED
 FJ0702  ______________________________________________________________________
 FJ0702  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 FJ0702  DYNAMIC HEIGHT  -        343.433 (meters)     1126.75  (feet) COMP
 FJ0702  MODELED GRAVITY -    979,673.9   (mgal)                       NAVD 88
 FJ0702
 FJ0702  VERT ORDER      -  FIRST     CLASS II
 FJ0702
 FJ0702.The horizontal coordinates were scaled from a map and have
 FJ0702.an estimated accuracy of +/- 6 seconds.
 FJ0702
 FJ0702.The orthometric height was determined by differential leveling and
 FJ0702.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0702.in August 1994.
 FJ0702
 FJ0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0702.GEOID18 height accuracy estimate available here.
 FJ0702
 FJ0702.Click photographs - Photos may exist for this station.
 FJ0702
 FJ0702.The dynamic height is computed by dividing the NAVD 88
 FJ0702.geopotential number by the normal gravity value computed on the
 FJ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0702.degrees latitude (g = 980.6199 gals.).
 FJ0702
 FJ0702.The modeled gravity was interpolated from observed gravity values.
 FJ0702
 FJ0702;                    North         East    Units  Estimated Accuracy
 FJ0702;SPC OK N     -    54,940.      668,310.      MT  (+/- 180 meters Scaled)
 FJ0702
 FJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE589291(NAD 83)
 FJ0702
 FJ0702                          SUPERSEDED SURVEY CONTROL
 FJ0702
 FJ0702  NAVD 88 (06/15/91)  343.813  (m)         1127.99   (f) SUPERSEDED  1 2
 FJ0702
 FJ0702.Superseded values are not recommended for survey control.
 FJ0702
 FJ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0702.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0702
 FJ0702_MARKER: I = METAL ROD
 FJ0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0702_STAMPING: M 193 1984
 FJ0702_MARK LOGO: NGS
 FJ0702_PROJECTION: FLUSH
 FJ0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0702_ROD/PIPE-DEPTH: 6.1 meters
 FJ0702
 FJ0702  HISTORY     - Date     Condition        Report By
 FJ0702  HISTORY     - 1984     MONUMENTED       NGS
 FJ0702  HISTORY     - 1988     GOOD             USPSQD
 FJ0702  HISTORY     - 1989     GOOD             USPSQD
 FJ0702  HISTORY     - 1990     GOOD             USPSQD
 FJ0702  HISTORY     - 1990     GOOD             USPSQD
 FJ0702
 FJ0702                          STATION DESCRIPTION
 FJ0702
 FJ0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0702'24.0 KM (14.85 MI) EAST FROM OKLAHOMA CITY.
 FJ0702'24.0 KM (14 85 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0702'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, AT THE JUNCTION OF
 FJ0702'MERIDIAN ROAD, ALSO 7.9 KM (4.9 MI) WEST ALONG U.S. HIGHWAY 62 FROM
 FJ0702'THE JUNCTION OF U.S. HIGHWAY 270 IN HARRAH, 28.7 METERS (94.0 FT)
 FJ0702'SOUTH OF THE CENTERLINE OF HIGHWAY 62 EASTBOUND LANES, 8.5 METERS
 FJ0702'(28.0 FT) EAST OF THE CENTERLINE OF MERIDIAN ROAD, 0.31 METERS
 FJ0702'(1.0 FT) WEST OF A FENCE LINE, 7.9 METERS (26.0 FT) SOUTH OF A CORNER
 FJ0702'FENCE POST, 5.6 METERS (18.3 FT) NORTH OF A FIVE-INCH CEDAR TREE, AND
 FJ0702'2.7 METERS (9.0 FT) SOUTH OF A SIX-INCH CEDAR TREE.  NOTE, ROD DRIVEN
 FJ0702'TO GRADUAL REFUSAL.
 FJ0702'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 FJ0702'THE MARK IS ABOVE LEVEL WITH ROAD.
 FJ0702
 FJ0702                          STATION RECOVERY (1988)
 FJ0702
 FJ0702'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0702'RECOVERED IN GOOD CONDITION.
 FJ0702
 FJ0702                          STATION RECOVERY (1989)
 FJ0702
 FJ0702'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0702'RECOVERED IN GOOD CONDITION.
 FJ0702
 FJ0702                          STATION RECOVERY (1990)
 FJ0702
 FJ0702'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0702'RECOVERED IN GOOD CONDITION.
 FJ0702
 FJ0702                          STATION RECOVERY (1990)
 FJ0702
 FJ0702'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0687 ***********************************************************************
 FJ0687  DESIGNATION -  M 194
 FJ0687  PID         -  FJ0687
 FJ0687  STATE/COUNTY-  OK/OKLAHOMA
 FJ0687  COUNTRY     -  US
 FJ0687  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0687
 FJ0687                         *CURRENT SURVEY CONTROL
 FJ0687  ______________________________________________________________________
 FJ0687* NAD 83(1986) POSITION- 35 28 16.     (N) 097 27 15.     (W)   SCALED
 FJ0687* NAVD 88 ORTHO HEIGHT -   355.964 (meters)     1167.86  (feet) ADJUSTED
 FJ0687  ______________________________________________________________________
 FJ0687  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 FJ0687  DYNAMIC HEIGHT  -        355.625 (meters)     1166.75  (feet) COMP
 FJ0687  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 FJ0687
 FJ0687  VERT ORDER      -  FIRST     CLASS II
 FJ0687
 FJ0687.The horizontal coordinates were scaled from a map and have
 FJ0687.an estimated accuracy of +/- 6 seconds.
 FJ0687
 FJ0687.The orthometric height was determined by differential leveling and
 FJ0687.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0687.in August 1994.
 FJ0687
 FJ0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0687.GEOID18 height accuracy estimate available here.
 FJ0687
 FJ0687.Click photographs - Photos may exist for this station.
 FJ0687
 FJ0687.The dynamic height is computed by dividing the NAVD 88
 FJ0687.geopotential number by the normal gravity value computed on the
 FJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0687.degrees latitude (g = 980.6199 gals.).
 FJ0687
 FJ0687.The modeled gravity was interpolated from observed gravity values.
 FJ0687
 FJ0687;                    North         East    Units  Estimated Accuracy
 FJ0687;SPC OK N     -    52,410.      649,540.      MT  (+/- 180 meters Scaled)
 FJ0687
 FJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE402263(NAD 83)
 FJ0687
 FJ0687                          SUPERSEDED SURVEY CONTROL
 FJ0687
 FJ0687  NAVD 88 (06/15/91)  356.038  (m)         1168.10   (f) SUPERSEDED  1 2
 FJ0687
 FJ0687.Superseded values are not recommended for survey control.
 FJ0687
 FJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0687.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0687
 FJ0687_MARKER: DV = VERTICAL CONTROL DISK
 FJ0687_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0687_SP_SET: BRIDGE ABUTMENT
 FJ0687_STAMPING: M 194 1984
 FJ0687_MARK LOGO: NGS
 FJ0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0687
 FJ0687  HISTORY     - Date     Condition        Report By
 FJ0687  HISTORY     - 1984     MONUMENTED       NGS
 FJ0687  HISTORY     - 1988     GOOD             USPSQD
 FJ0687
 FJ0687                          STATION DESCRIPTION
 FJ0687
 FJ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0687'6.3 KM (3.9 MI) EAST FROM OKLAHOMA CITY.
 FJ0687'1.0 KM (0.6 MI) EAST ALONG EAST RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0687'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, THENCE 0.8 KM (0.5 MI)
 FJ0687'NORTH ALONG NORTH LINCOLN BOULEVARDE, THENCE 4.5 KM (2.8 MI) EAST
 FJ0687'ALONG NORTHEAST 4TH STREET, AT THE EAST END OF THE CONCRETE BRIDGE
 FJ0687'OVER THE NORTH CANADIAN RIVER, SET IN THE TOP OF THE SOUTH END OF THE
 FJ0687'EAST ABUTMENT, ABOUT 1.37 METERS (4.5 FT) BELOW THE TOP OF THE BRIDGE
 FJ0687'CURB, 4.96 METERS (16.3 FT) SOUTH OF THE CENTER OF NORTHEAST 4TH
 FJ0687'STREET, 2.92 METERS (9.6 FT) NORTH OF THE SOUTH END OF A CONCRETE
 FJ0687'WINGWALL, AND 0.30 METERS (1.0 FT) EAST OF THE WEST FACE OF THE EAST
 FJ0687'ABUTMENT.
 FJ0687'THE MARK IS 1.12 M BELOW NORTHEAST 4TH STREET.
 FJ0687
 FJ0687                          STATION RECOVERY (1988)
 FJ0687
 FJ0687'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0739 ***********************************************************************
 FJ0739  DESIGNATION -  M 195
 FJ0739  PID         -  FJ0739
 FJ0739  STATE/COUNTY-  OK/LINCOLN
 FJ0739  COUNTRY     -  US
 FJ0739  USGS QUAD   -  PRAGUE (2018)
 FJ0739
 FJ0739                         *CURRENT SURVEY CONTROL
 FJ0739  ______________________________________________________________________
 FJ0739* NAD 83(2011) POSITION- 35 29 12.43840(N) 096 41 27.49239(W)   ADJUSTED
 FJ0739* NAD 83(2011) ELLIP HT-   270.776 (meters)        (12/02/24)   ADJUSTED
 FJ0739* NAD 83(2011) EPOCH   -  2010.00
 FJ0739* NAVD 88 ORTHO HEIGHT -   298.576 (meters)      979.58  (feet) ADJUSTED
 FJ0739  ______________________________________________________________________
 FJ0739  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 FJ0739  NAD 83(2011) X  -   -605,813.628 (meters)                     COMP
 FJ0739  NAD 83(2011) Y  - -5,164,069.203 (meters)                     COMP
 FJ0739  NAD 83(2011) Z  -  3,682,131.725 (meters)                     COMP
 FJ0739  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 FJ0739  DYNAMIC HEIGHT  -        298.295 (meters)      978.66  (feet) COMP
 FJ0739  MODELED GRAVITY -    979,682.8   (mgal)                       NAVD 88
 FJ0739
 FJ0739  VERT ORDER      -  FIRST     CLASS II
 FJ0739
 FJ0739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0739  Standards:
 FJ0739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0739  -------------------------------------------------------------------
 FJ0739  NETWORK    0.73   1.47           0.31   0.29   0.75     -0.03472461
 FJ0739  -------------------------------------------------------------------
 FJ0739  Click here for local accuracies and other accuracy information.
 FJ0739
 FJ0739.The horizontal coordinates were established by GPS observations
 FJ0739.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0739
 FJ0739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0739.been affixed to the stable North American tectonic plate. See 
 FJ0739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0739
 FJ0739.The horizontal coordinates are valid at the epoch date displayed above
 FJ0739.which is a decimal equivalence of Year/Month/Day.
 FJ0739
 FJ0739.The orthometric height was determined by differential leveling and
 FJ0739.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0739.in August 1994.
 FJ0739
 FJ0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0739.GEOID18 height accuracy estimate available here.
 FJ0739
 FJ0739.Click photographs - Photos may exist for this station.
 FJ0739
 FJ0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0739
 FJ0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0739
 FJ0739.The ellipsoidal height was determined by GPS observations
 FJ0739.and is referenced to NAD 83.
 FJ0739
 FJ0739.The dynamic height is computed by dividing the NAVD 88
 FJ0739.geopotential number by the normal gravity value computed on the
 FJ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0739.degrees latitude (g = 980.6199 gals.).
 FJ0739
 FJ0739.The modeled gravity was interpolated from observed gravity values.
 FJ0739
 FJ0739. The following values were computed from the NAD 83(2011) position.
 FJ0739
 FJ0739;                    North         East     Units Scale Factor Converg.
 FJ0739;SPC OK N     -    54,811.744   718,785.167   MT  1.00001546   +0 46 21.1
 FJ0739;SPC OK N     -   179,828.20  2,358,214.34   sFT  1.00001546   +0 46 21.1
 FJ0739;UTM  14      - 3,929,479.218   709,466.005   MT  1.00014072   +1 20 27.3
 FJ0739
 FJ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0739!SPC OK N     -   0.99995750  x   1.00001546  =   0.99997296
 FJ0739!UTM  14      -   0.99995750  x   1.00014072  =   1.00009822
 FJ0739
 FJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0946629479(NAD 83)
 FJ0739
 FJ0739                          SUPERSEDED SURVEY CONTROL
 FJ0739
 FJ0739  NAVD 88 (06/15/91)  298.578  (m)          979.58   (f) SUPERSEDED  1 2
 FJ0739
 FJ0739.Superseded values are not recommended for survey control.
 FJ0739
 FJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0739.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0739
 FJ0739_MARKER: F = FLANGE-ENCASED ROD
 FJ0739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0739_STAMPING: M 195 1984
 FJ0739_MARK LOGO: NGS
 FJ0739_PROJECTION: FLUSH
 FJ0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0739+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0739_ROD/PIPE-DEPTH: 4.3 meters
 FJ0739
 FJ0739  HISTORY     - Date     Condition        Report By
 FJ0739  HISTORY     - 1984     MONUMENTED       NGS
 FJ0739  HISTORY     - 1988     GOOD             USPSQD
 FJ0739  HISTORY     - 1990     GOOD             USPSQD
 FJ0739  HISTORY     - 1990     GOOD             USPSQD
 FJ0739  HISTORY     - 20220421 GOOD             OKDOT
 FJ0739  HISTORY     - 20240717 GOOD             OKDOT
 FJ0739
 FJ0739                          STATION DESCRIPTION
 FJ0739
 FJ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0739'0.48 KM (0.3 MI) WEST FROM PRAGUE.
 FJ0739'0.48 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0739'HIGHWAY 99 IN PRAGUE, AT THE JUNCTION OF F AVENUE LEADING NORTH, 18.29
 FJ0739'METERS (60.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.28 METERS
 FJ0739'(37.0 FT) WEST OF THE CENTERLINE OF F AVENUE, 4.82 METERS (15.8 FT)
 FJ0739'WEST OF A METAL CORNER POST OF A CABLE FENCE, 1.77 METERS (5.8 FT)
 FJ0739'NORTHWEST OF A TRIANGULAR 2-FOOT HIGH CONCRETE SECTION MARKER, AND
 FJ0739'0.60 METERS (2.0 FT) WEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 FJ0739'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0739'THE MARK IS 0.6 M ABOVE HIGHWAY.
 FJ0739
 FJ0739                          STATION RECOVERY (1988)
 FJ0739
 FJ0739'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0739'RECOVERED IN GOOD CONDITION.
 FJ0739
 FJ0739                          STATION RECOVERY (1990)
 FJ0739
 FJ0739'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0739'RECOVERED IN GOOD CONDITION.
 FJ0739
 FJ0739                          STATION RECOVERY (1990)
 FJ0739
 FJ0739'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0739'RECOVERED IN GOOD CONDITION.
 FJ0739
 FJ0739                          STATION RECOVERY (2022)
 FJ0739
 FJ0739'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0739'MARK RECOVERED IN GOOD CONDITION (KAR).
 FJ0739
 FJ0739                          STATION RECOVERY (2024)
 FJ0739
 FJ0739'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0763 ***********************************************************************
 FJ0763  DESIGNATION -  M 196
 FJ0763  PID         -  FJ0763
 FJ0763  STATE/COUNTY-  OK/OKFUSKEE
 FJ0763  COUNTRY     -  US
 FJ0763  USGS QUAD   -  OKEMAH (2018)
 FJ0763
 FJ0763                         *CURRENT SURVEY CONTROL
 FJ0763  ______________________________________________________________________
 FJ0763* NAD 83(1986) POSITION- 35 25 36.     (N) 096 15 50.     (W)   SCALED
 FJ0763* NAVD 88 ORTHO HEIGHT -   262.405 (meters)      860.91  (feet) ADJUSTED
 FJ0763  ______________________________________________________________________
 FJ0763  GEOID HEIGHT    -        -28.563 (meters)                     GEOID18
 FJ0763  DYNAMIC HEIGHT  -        262.155 (meters)      860.09  (feet) COMP
 FJ0763  MODELED GRAVITY -    979,675.3   (mgal)                       NAVD 88
 FJ0763
 FJ0763  VERT ORDER      -  FIRST     CLASS II
 FJ0763
 FJ0763.The horizontal coordinates were scaled from a map and have
 FJ0763.an estimated accuracy of +/- 6 seconds.
 FJ0763
 FJ0763.The orthometric height was determined by differential leveling and
 FJ0763.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0763.in June 1991.
 FJ0763
 FJ0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0763.GEOID18 height accuracy estimate available here.
 FJ0763
 FJ0763.Click photographs - Photos may exist for this station.
 FJ0763
 FJ0763.The dynamic height is computed by dividing the NAVD 88
 FJ0763.geopotential number by the normal gravity value computed on the
 FJ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0763.degrees latitude (g = 980.6199 gals.).
 FJ0763
 FJ0763.The modeled gravity was interpolated from observed gravity values.
 FJ0763
 FJ0763;                    North         East    Units  Estimated Accuracy
 FJ0763;SPC OK N     -    48,750.      757,660.      MT  (+/- 180 meters Scaled)
 FJ0763
 FJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE484238(NAD 83)
 FJ0763
 FJ0763                          SUPERSEDED SURVEY CONTROL
 FJ0763
 FJ0763.No superseded survey control is available for this station.
 FJ0763
 FJ0763_MARKER: I = METAL ROD
 FJ0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0763+WITH SETTING: INFORMATION.
 FJ0763_STAMPING: M 196 1984
 FJ0763_MARK LOGO: NGS
 FJ0763_PROJECTION: FLUSH
 FJ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0763_ROD/PIPE-DEPTH: 2.1 meters
 FJ0763
 FJ0763  HISTORY     - Date     Condition        Report By
 FJ0763  HISTORY     - 1984     MONUMENTED       NGS
 FJ0763  HISTORY     - 1988     GOOD             USPSQD
 FJ0763  HISTORY     - 1989     GOOD             USPSQD
 FJ0763  HISTORY     - 1990     GOOD             USPSQD
 FJ0763
 FJ0763                          STATION DESCRIPTION
 FJ0763
 FJ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0763'3.36 KM (2.1 MI) EAST FROM OKEMAH.
 FJ0763'3.36 KM (2.1 MI) EAST ALONG INTERSTATE HIGHWAY 40 EASTBOUND FROM THE
 FJ0763'JUNCTION OF STATE HIGHWAY 27 AT OKEMAH, 0.4 KM (0.25 MI) WEST OF
 FJ0763'MILEPOST 224, 35.20 METERS (115.5 FT) SOUTH OF THE CENTERLINE OF THE
 FJ0763'EASTBOUND LANES, 41.15 METERS (135.0 FT) SOUTHEAST OF THE SOUTHEAST
 FJ0763'END OF AN UNDERPASS, AND 0.45 METERS (1.5 FT) NORTH OF THE
 FJ0763'RIGHT-OF-WAY FENCE, AT A T-JUNCTION FENCE LEADING SOUTH.
 FJ0763'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0763'THE MARK IS 0.6 M BELOW HIGHWAY.
 FJ0763
 FJ0763                          STATION RECOVERY (1988)
 FJ0763
 FJ0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0763'RECOVERED IN GOOD CONDITION.
 FJ0763
 FJ0763                          STATION RECOVERY (1989)
 FJ0763
 FJ0763'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0763'RECOVERED IN GOOD CONDITION.
 FJ0763
 FJ0763                          STATION RECOVERY (1990)
 FJ0763
 FJ0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0850 ***********************************************************************
 FH0850  DESIGNATION -  M 197
 FH0850  PID         -  FH0850
 FH0850  STATE/COUNTY-  OK/MCINTOSH
 FH0850  COUNTRY     -  US
 FH0850  USGS QUAD   -  HOFFMAN (2018)
 FH0850
 FH0850                         *CURRENT SURVEY CONTROL
 FH0850  ______________________________________________________________________
 FH0850* NAD 83(1986) POSITION- 35 26 09.     (N) 095 49 35.     (W)   SCALED
 FH0850* NAVD 88 ORTHO HEIGHT -   235.670 (meters)      773.19  (feet) ADJUSTED
 FH0850  ______________________________________________________________________
 FH0850  GEOID HEIGHT    -        -29.416 (meters)                     GEOID18
 FH0850  DYNAMIC HEIGHT  -        235.447 (meters)      772.46  (feet) COMP
 FH0850  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 FH0850
 FH0850  VERT ORDER      -  FIRST     CLASS II
 FH0850
 FH0850.The horizontal coordinates were scaled from a map and have
 FH0850.an estimated accuracy of +/- 6 seconds.
 FH0850
 FH0850.The orthometric height was determined by differential leveling and
 FH0850.adjusted by the NATIONAL GEODETIC SURVEY
 FH0850.in June 1991.
 FH0850
 FH0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0850.GEOID18 height accuracy estimate available here.
 FH0850
 FH0850.Click photographs - Photos may exist for this station.
 FH0850
 FH0850.The dynamic height is computed by dividing the NAVD 88
 FH0850.geopotential number by the normal gravity value computed on the
 FH0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0850.degrees latitude (g = 980.6199 gals.).
 FH0850
 FH0850.The modeled gravity was interpolated from observed gravity values.
 FH0850
 FH0850;                    North         East    Units  Estimated Accuracy
 FH0850;SPC OK S     -   235,350.      797,360.      MT  (+/- 180 meters Scaled)
 FH0850
 FH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV434250(NAD 83)
 FH0850
 FH0850                          SUPERSEDED SURVEY CONTROL
 FH0850
 FH0850.No superseded survey control is available for this station.
 FH0850
 FH0850_MARKER: DV = VERTICAL CONTROL DISK
 FH0850_SETTING: 66 = SET IN ROCK OUTCROP
 FH0850_STAMPING: M 197 1984
 FH0850_MARK LOGO: NGS
 FH0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0850+STABILITY: POSITION/ELEVATION WELL
 FH0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0850+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2022
 FH0850
 FH0850  HISTORY     - Date     Condition        Report By
 FH0850  HISTORY     - 1984     MONUMENTED       NGS
 FH0850  HISTORY     - 1988     GOOD             USPSQD
 FH0850  HISTORY     - 1989     GOOD             USPSQD
 FH0850  HISTORY     - 1990     GOOD             USPSQD
 FH0850  HISTORY     - 20220707 POOR             OKDOT
 FH0850
 FH0850                          STATION DESCRIPTION
 FH0850
 FH0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0850'13.8 KM (8.6 MI) EAST FROM HENRYETTA.
 FH0850'13.8 KM (8.6 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0850'U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET IN AN 8- BY 21-FOOT ROCK
 FH0850'OUTCROP, ABOUT 0.6 KM (0.35 MI) WEST OF MILEPOST NUMBER 249,
 FH0850'22.3 METERS (73.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND
 FH0850'LANES, 19.1 METERS (62.6 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF
 FH0850'THE SOUTHWEST WINGWALL OF A 0.9 METER (3.0 FT) PIPE CULVERT, AND
 FH0850'10.6 METERS (35.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 FH0850'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FH0850'THE MARK IS 0.6 M BELOW EASTBOUND HIGHWAY.
 FH0850
 FH0850                          STATION RECOVERY (1988)
 FH0850
 FH0850'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0850'RECOVERED IN GOOD CONDITION.
 FH0850
 FH0850                          STATION RECOVERY (1989)
 FH0850
 FH0850'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0850'RECOVERED IN GOOD CONDITION.
 FH0850
 FH0850                          STATION RECOVERY (1990)
 FH0850
 FH0850'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0850'RECOVERED IN GOOD CONDITION.
 FH0850
 FH0850                          STATION RECOVERY (2022)
 FH0850
 FH0850'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0850'CAP IS GONE STEM AND ADHESIVE IS STILL VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0895 ***********************************************************************
 FH0895  DESIGNATION -  M 199
 FH0895  PID         -  FH0895
 FH0895  STATE/COUNTY-  OK/SEQUOYAH
 FH0895  COUNTRY     -  US
 FH0895  USGS QUAD   -  STIGLER NE (2018)
 FH0895
 FH0895                         *CURRENT SURVEY CONTROL
 FH0895  ______________________________________________________________________
 FH0895* NAD 83(1986) POSITION- 35 29 24.     (N) 095 01 34.     (W)   SCALED
 FH0895* NAVD 88 ORTHO HEIGHT -   166.789 (meters)      547.21  (feet) ADJUSTED
 FH0895  ______________________________________________________________________
 FH0895  GEOID HEIGHT    -        -29.896 (meters)                     GEOID18
 FH0895  DYNAMIC HEIGHT  -        166.634 (meters)      546.70  (feet) COMP
 FH0895  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 FH0895
 FH0895  VERT ORDER      -  FIRST     CLASS II
 FH0895
 FH0895.The horizontal coordinates were scaled from a map and have
 FH0895.an estimated accuracy of +/- 6 seconds.
 FH0895
 FH0895.The orthometric height was determined by differential leveling and
 FH0895.adjusted by the NATIONAL GEODETIC SURVEY
 FH0895.in June 1991.
 FH0895
 FH0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0895.GEOID18 height accuracy estimate available here.
 FH0895
 FH0895.Click photographs - Photos may exist for this station.
 FH0895
 FH0895.The dynamic height is computed by dividing the NAVD 88
 FH0895.geopotential number by the normal gravity value computed on the
 FH0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0895.degrees latitude (g = 980.6199 gals.).
 FH0895
 FH0895.The modeled gravity was interpolated from observed gravity values.
 FH0895
 FH0895;                    North         East    Units  Estimated Accuracy
 FH0895;SPC OK N     -    58,500.      869,810.      MT  (+/- 180 meters Scaled)
 FH0895
 FH0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV162292(NAD 83)
 FH0895
 FH0895                          SUPERSEDED SURVEY CONTROL
 FH0895
 FH0895.No superseded survey control is available for this station.
 FH0895
 FH0895_MARKER: DV = VERTICAL CONTROL DISK
 FH0895_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0895_SP_SET: BRIDGE PIER
 FH0895_STAMPING: M 199 1984
 FH0895_MARK LOGO: NGS
 FH0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0895+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2022
 FH0895
 FH0895  HISTORY     - Date     Condition        Report By
 FH0895  HISTORY     - 1984     MONUMENTED       NGS
 FH0895  HISTORY     - 1988     GOOD             USPSQD
 FH0895  HISTORY     - 1989     GOOD             USPSQD
 FH0895  HISTORY     - 1990     GOOD             USPSQD
 FH0895  HISTORY     - 20020815 GOOD             OKDOT
 FH0895  HISTORY     - 20220720 GOOD             OKDOT
 FH0895
 FH0895                          STATION DESCRIPTION
 FH0895
 FH0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0895'4.9 KM (3.05 MI) WEST FROM VIAN.
 FH0895'4.9 KM (3.05 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0895'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), SET VERTICALLY
 FH0895'ON THE NORTH SIDE AND IN THE EAST ONE OF TWO PIERS ON THE SOUTH SIDE
 FH0895'OF THE EASTBOUND LANES, 1.52 METERS (5.0 FT) ABOVE THE GROUND,
 FH0895'6.85 METERS (22.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0895'AND 19.72 METERS (64.7 FT) WEST OF THE CENTER OF THE SOUTH END OF A
 FH0895'CONCRETE CULVERT UNDER THE EASTBOUND LANES.
 FH0895'THE MARK IS 1.43 M ABOVE EASTBOUND LANES.
 FH0895
 FH0895                          STATION RECOVERY (1988)
 FH0895
 FH0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0895'RECOVERED IN GOOD CONDITION.
 FH0895
 FH0895                          STATION RECOVERY (1989)
 FH0895
 FH0895'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0895'RECOVERED IN GOOD CONDITION.
 FH0895
 FH0895                          STATION RECOVERY (1990)
 FH0895
 FH0895'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0895'RECOVERED IN GOOD CONDITION.
 FH0895
 FH0895                          STATION RECOVERY (2002)
 FH0895
 FH0895'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0895'RECOVERED IN GOOD CONDITION.
 FH0895
 FH0895                          STATION RECOVERY (2022)
 FH0895
 FH0895'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0920 ***********************************************************************
 FH0920  DESIGNATION -  M 200
 FH0920  PID         -  FH0920
 FH0920  STATE/COUNTY-  OK/SEQUOYAH
 FH0920  COUNTRY     -  US
 FH0920  USGS QUAD   -  MULDROW (2018)
 FH0920
 FH0920                         *CURRENT SURVEY CONTROL
 FH0920  ______________________________________________________________________
 FH0920* NAD 83(1986) POSITION- 35 23 35.19   (N) 094 35 51.18   (W)   HD_HELD1
 FH0920* NAVD 88 ORTHO HEIGHT -   160.063 (meters)      525.14  (feet) ADJUSTED
 FH0920  ______________________________________________________________________
 FH0920  GEOID HEIGHT    -        -30.194 (meters)                     GEOID18
 FH0920  DYNAMIC HEIGHT  -        159.911 (meters)      524.64  (feet) COMP
 FH0920  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FH0920
 FH0920  VERT ORDER      -  FIRST     CLASS II
 FH0920
 FH0920.The horizontal coordinates were determined by differentially corrected
 FH0920.hand held GPS observations or other comparable positioning techniques
 FH0920.and have an estimated accuracy of +/- 3 meters.
 FH0920
 FH0920.The orthometric height was determined by differential leveling and
 FH0920.adjusted by the NATIONAL GEODETIC SURVEY
 FH0920.in June 1991.
 FH0920
 FH0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0920.GEOID18 height accuracy estimate available here.
 FH0920
 FH0920.Click photographs - Photos may exist for this station.
 FH0920
 FH0920.The dynamic height is computed by dividing the NAVD 88
 FH0920.geopotential number by the normal gravity value computed on the
 FH0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0920.degrees latitude (g = 980.6199 gals.).
 FH0920
 FH0920.The modeled gravity was interpolated from observed gravity values.
 FH0920
 FH0920;                    North         East    Units  Estimated Accuracy
 FH0920;SPC OK N     -    49,033.1     909,058.5     MT  (+/- 3 meters HH1 GPS) 
 FH0920
 FH0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5491517810(NAD 83)
 FH0920
 FH0920                          SUPERSEDED SURVEY CONTROL
 FH0920
 FH0920.No superseded survey control is available for this station.
 FH0920
 FH0920_MARKER: DV = VERTICAL CONTROL DISK
 FH0920_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0920_SP_SET: BRIDGE ABUTMENT
 FH0920_STAMPING: M 200 1984
 FH0920_MARK LOGO: NGS
 FH0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0920+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2022
 FH0920
 FH0920  HISTORY     - Date     Condition        Report By
 FH0920  HISTORY     - 1984     MONUMENTED       NGS
 FH0920  HISTORY     - 1988     GOOD             USPSQD
 FH0920  HISTORY     - 1989     GOOD             USPSQD
 FH0920  HISTORY     - 1990     GOOD             USPSQD
 FH0920  HISTORY     - 20020815 GOOD             OKDOT
 FH0920  HISTORY     - 20050108 GOOD             GEOCAC
 FH0920  HISTORY     - 20220728 GOOD             HALFF
 FH0920
 FH0920                          STATION DESCRIPTION
 FH0920
 FH0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0920'1.6 KM (1.0 MI) SOUTH FROM MULDROW.
 FH0920'LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 64B
 FH0920'(ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), SET IN TOP OF THE SOUTH END
 FH0920'OF THE EAST ABUTMENT OF THE INTERSTATE 40 OVERPASS OVER STATE HIGHWAY
 FH0920'64B, ABOUT 0.46 METERS (1.5 FT) BELOW THE CENTER OF THE EASTBOUND
 FH0920'LANES, 7.65 METERS (25.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 FH0920'LANES, AND 0.24 METERS (0.8 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 FH0920'ABUTMENT.
 FH0920'THE MARK IS 0.76 M BELOW BRIDGE CURB.
 FH0920
 FH0920                          STATION RECOVERY (1988)
 FH0920
 FH0920'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0920'RECOVERED IN GOOD CONDITION.
 FH0920
 FH0920                          STATION RECOVERY (1989)
 FH0920
 FH0920'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0920'RECOVERED IN GOOD CONDITION.
 FH0920
 FH0920                          STATION RECOVERY (1990)
 FH0920
 FH0920'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0920'RECOVERED IN GOOD CONDITION.
 FH0920
 FH0920                          STATION RECOVERY (2002)
 FH0920
 FH0920'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0920'RECOVERED IN GOOD CONDITION.
 FH0920
 FH0920                          STATION RECOVERY (2005)
 FH0920
 FH0920'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FH0920'RECOVERED IN GOOD CONDITION.
 FH0920
 FH0920                          STATION RECOVERY (2022)
 FH0920
 FH0920'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2022 (TAB)
 FH0920'1.6 KM (1.0 MI) SOUTH FROM MULDROW.  LOCATED AT THE JUNCTION OF
 FH0920'INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI)
 FH0920'SOUTH OF MULDROW), SET IN THE TOP OF THE SOUTH END OF THE EAST
 FH0920'ABUTMENT OF THE INTERSTATE 40 OVERPASS OVER STATE HIGHWAY 64B, ABOUT
 FH0920'0.46 M (1.5 FT) BELOW THE CENTER OF THE EASTBOUND LANES, 7.65 M (25.1
 FH0920'FT), SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES AND 0.24 M (0.8
 FH0920'FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT.  THE MARK IS 0.76
 FH0920'M (2.5 FT) BELOW BRIDGE CURB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0874 ***********************************************************************
 FH0874  DESIGNATION -  M 201
 FH0874  PID         -  FH0874
 FH0874  STATE/COUNTY-  OK/MCINTOSH
 FH0874  COUNTRY     -  US
 FH0874  USGS QUAD   -  WARNER NW (2018)
 FH0874
 FH0874                         *CURRENT SURVEY CONTROL
 FH0874  ______________________________________________________________________
 FH0874* NAD 83(1986) POSITION- 35 27 21.43   (N) 095 24 03.70   (W)   HD_HELD1
 FH0874* NAVD 88 ORTHO HEIGHT -   191.148 (meters)      627.12  (feet) ADJUSTED
 FH0874  ______________________________________________________________________
 FH0874  GEOID HEIGHT    -        -29.880 (meters)                     GEOID18
 FH0874  DYNAMIC HEIGHT  -        190.969 (meters)      626.54  (feet) COMP
 FH0874  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 FH0874
 FH0874  VERT ORDER      -  FIRST     CLASS II
 FH0874
 FH0874.The horizontal coordinates were determined by differentially corrected
 FH0874.hand held GPS observations or other comparable positioning techniques
 FH0874.and have an estimated accuracy of +/- 3 meters.
 FH0874
 FH0874.The orthometric height was determined by differential leveling and
 FH0874.adjusted by the NATIONAL GEODETIC SURVEY
 FH0874.in June 1991.
 FH0874
 FH0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0874.GEOID18 height accuracy estimate available here.
 FH0874
 FH0874.Click photographs - Photos may exist for this station.
 FH0874
 FH0874.The dynamic height is computed by dividing the NAVD 88
 FH0874.geopotential number by the normal gravity value computed on the
 FH0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0874.degrees latitude (g = 980.6199 gals.).
 FH0874
 FH0874.The modeled gravity was interpolated from observed gravity values.
 FH0874
 FH0874;                    North         East    Units  Estimated Accuracy
 FH0874;SPC OK S     -   238,498.2     835,917.9     MT  (+/- 3 meters HH1 GPS) 
 FH0874
 FH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8210326257(NAD 83)
 FH0874
 FH0874                          SUPERSEDED SURVEY CONTROL
 FH0874
 FH0874.No superseded survey control is available for this station.
 FH0874
 FH0874_MARKER: DV = VERTICAL CONTROL DISK
 FH0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0874_SP_SET: HEADWALL
 FH0874_STAMPING: M 201 1984
 FH0874_MARK LOGO: NGS
 FH0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0874+STABILITY: SURFACE MOTION
 FH0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0874+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0874
 FH0874  HISTORY     - Date     Condition        Report By
 FH0874  HISTORY     - 1984     MONUMENTED       NGS
 FH0874  HISTORY     - 1988     GOOD             USPSQD
 FH0874  HISTORY     - 1989     GOOD             USPSQD
 FH0874  HISTORY     - 1990     GOOD             USPSQD
 FH0874  HISTORY     - 20020815 GOOD             OKDOT
 FH0874
 FH0874                          STATION DESCRIPTION
 FH0874
 FH0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0874'12.0 KM (7.45 MI) EAST FROM CHECOTAH.
 FH0874'12.0 KM (7.45 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0874'INTERCHANGE OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET
 FH0874'IN THE WEST END OF THE SOUTH HEADWALL OF A 5.5 METERS (18.0 FT) DOUBLE
 FH0874'BOX CULVERT AT MILEPOST NUMBER 273, 16.6 METERS (54.4 FT) SOUTH OF THE
 FH0874'CENTERLINE OF INTERSTATE 40 EASTBOUND LANES, 8.5 METERS (28.0 FT)
 FH0874'SOUTH OF MILEPOST NUMBER 273, AND 5.2 METERS (17.0 FT) WEST OF A STATE
 FH0874'OF OKLAHOMA HIGHWAY DEPARTMENT DISK.
 FH0874'THE MARK IS 0.9 M BELOW EASTBOUND HIGHWAY.
 FH0874
 FH0874                          STATION RECOVERY (1988)
 FH0874
 FH0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0874'RECOVERED IN GOOD CONDITION.
 FH0874
 FH0874                          STATION RECOVERY (1989)
 FH0874
 FH0874'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0874'RECOVERED IN GOOD CONDITION.
 FH0874
 FH0874                          STATION RECOVERY (1990)
 FH0874
 FH0874'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0874'RECOVERED IN GOOD CONDITION.
 FH0874
 FH0874                          STATION RECOVERY (2002)
 FH0874
 FH0874'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1318 ***********************************************************************
 GL1318  DESIGNATION -  M 202
 GL1318  PID         -  GL1318
 GL1318  STATE/COUNTY-  OK/CIMARRON
 GL1318  COUNTRY     -  US
 GL1318  USGS QUAD   -  BOISE CITY (2018)
 GL1318
 GL1318                         *CURRENT SURVEY CONTROL
 GL1318  ______________________________________________________________________
 GL1318* NAD 83(1986) POSITION- 36 41 55.02   (N) 102 33 12.82   (W)   HD_HELD1
 GL1318* NAVD 88 ORTHO HEIGHT -  1282.896 (meters)     4208.97  (feet) ADJUSTED
 GL1318  ______________________________________________________________________
 GL1318  GEOID HEIGHT    -        -23.679 (meters)                     GEOID18
 GL1318  DYNAMIC HEIGHT  -       1281.483 (meters)     4204.33  (feet) COMP
 GL1318  MODELED GRAVITY -    979,485.1   (mgal)                       NAVD 88
 GL1318
 GL1318  VERT ORDER      -  FIRST     CLASS II
 GL1318
 GL1318.The horizontal coordinates were determined by differentially corrected
 GL1318.hand held GPS observations or other comparable positioning techniques
 GL1318.and have an estimated accuracy of +/- 3 meters.
 GL1318
 GL1318.The orthometric height was determined by differential leveling and
 GL1318.adjusted by the NATIONAL GEODETIC SURVEY
 GL1318.in June 1991.
 GL1318
 GL1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1318.GEOID18 height accuracy estimate available here.
 GL1318
 GL1318.Click photographs - Photos may exist for this station.
 GL1318
 GL1318.The dynamic height is computed by dividing the NAVD 88
 GL1318.geopotential number by the normal gravity value computed on the
 GL1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1318.degrees latitude (g = 980.6199 gals.).
 GL1318
 GL1318.The modeled gravity was interpolated from observed gravity values.
 GL1318
 GL1318;                    North         East    Units  Estimated Accuracy
 GL1318;SPC OK N     -   198,012.2     193,239.7     MT  (+/- 3 meters HH1 GPS) 
 GL1318
 GL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1854964229(NAD 83)
 GL1318
 GL1318                          SUPERSEDED SURVEY CONTROL
 GL1318
 GL1318.No superseded survey control is available for this station.
 GL1318
 GL1318_MARKER: I = METAL ROD
 GL1318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1318_STAMPING: M 202 1985
 GL1318_MARK LOGO: NGS
 GL1318_PROJECTION: FLUSH
 GL1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1318+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1318_ROD/PIPE-DEPTH: 12.2 meters
 GL1318
 GL1318  HISTORY     - Date     Condition        Report By
 GL1318  HISTORY     - 1985     MONUMENTED       NGS
 GL1318  HISTORY     - 20051008 GOOD             INDIV
 GL1318
 GL1318                          STATION DESCRIPTION
 GL1318
 GL1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1318'5.2 KM (3.25 MI) SOUTH FROM BOISE CITY.
 GL1318'5.2 KM (3.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1318'IN BOISE CITY, 26.0 M (85.3 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD
 GL1318'LEADING NORTH, 24.7 M (81.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 GL1318'HIGHWAY, AND 10.3 M (33.8 FT) NORTHEAST OF A FENCE CORNER.
 GL1318'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1318'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GL1318'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 GL1318
 GL1318                          STATION RECOVERY (2005)
 GL1318
 GL1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1125 ***********************************************************************
 DM1125  DESIGNATION -  M 203
 DM1125  PID         -  DM1125
 DM1125  STATE/COUNTY-  OK/MCCURTAIN
 DM1125  COUNTRY     -  US
 DM1125  USGS QUAD   -  IDABEL (2019)
 DM1125
 DM1125                         *CURRENT SURVEY CONTROL
 DM1125  ______________________________________________________________________
 DM1125* NAD 83(1986) POSITION- 33 53 44.67   (N) 094 45 24.52   (W)   HD_HELD1
 DM1125* NAVD 88 ORTHO HEIGHT -   132.334 (meters)      434.17  (feet) ADJUSTED
 DM1125  ______________________________________________________________________
 DM1125  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 DM1125  DYNAMIC HEIGHT  -        132.200 (meters)      433.73  (feet) COMP
 DM1125  MODELED GRAVITY -    979,619.2   (mgal)                       NAVD 88
 DM1125
 DM1125  VERT ORDER      -  FIRST     CLASS II
 DM1125
 DM1125.The horizontal coordinates were determined by differentially corrected
 DM1125.hand held GPS observations or other comparable positioning techniques
 DM1125.and have an estimated accuracy of +/- 3 meters.
 DM1125
 DM1125.The orthometric height was determined by differential leveling and
 DM1125.adjusted by the NATIONAL GEODETIC SURVEY
 DM1125.in June 1991.
 DM1125
 DM1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1125.GEOID18 height accuracy estimate available here.
 DM1125
 DM1125.Click photographs - Photos may exist for this station.
 DM1125
 DM1125.The dynamic height is computed by dividing the NAVD 88
 DM1125.geopotential number by the normal gravity value computed on the
 DM1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1125.degrees latitude (g = 980.6199 gals.).
 DM1125
 DM1125.The modeled gravity was interpolated from observed gravity values.
 DM1125
 DM1125;                    North         East    Units  Estimated Accuracy
 DM1125;SPC OK S     -    67,203.7     899,937.5     MT  (+/- 3 meters HH1 GPS) 
 DM1125
 DM1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3755451985(NAD 83)
 DM1125
 DM1125                          SUPERSEDED SURVEY CONTROL
 DM1125
 DM1125.No superseded survey control is available for this station.
 DM1125
 DM1125_MARKER: I = METAL ROD
 DM1125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1125_STAMPING: M 203 1986
 DM1125_MARK LOGO: NGS
 DM1125_PROJECTION: FLUSH
 DM1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1125_ROD/PIPE-DEPTH: 4.9 meters
 DM1125
 DM1125  HISTORY     - Date     Condition        Report By
 DM1125  HISTORY     - 1986     MONUMENTED       NGS
 DM1125
 DM1125                          STATION DESCRIPTION
 DM1125
 DM1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1125'6.7 KM (4.15 MI) EAST FROM IDABEL.
 DM1125'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1125'U.S. HIGHWAY 259 IN IDABEL, THENCE 3.2 KM (2.0 MI) EASTERLY ALONG
 DM1125'STATE HIGHWAY 3, 22.3 M (73.2 FT) NORTH OF THE CENTERLINE OF THE
 DM1125'HIGHWAY, 6.9 M (22.6 FT) NORTH OF A FENCE CORNER, AND 5.7 M (18.7 FT)
 DM1125'EAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH.  NOTE--ACCESS TO
 DM1125'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1125'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DM1125'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0821 ***********************************************************************
 FJ0821  DESIGNATION -  M 204
 FJ0821  PID         -  FJ0821
 FJ0821  STATE/COUNTY-  OK/CANADIAN
 FJ0821  COUNTRY     -  US
 FJ0821  USGS QUAD   -  OKARCHE (2018)
 FJ0821
 FJ0821                         *CURRENT SURVEY CONTROL
 FJ0821  ______________________________________________________________________
 FJ0821* NAD 83(1986) POSITION- 35 42 27.     (N) 097 58 21.     (W)   SCALED
 FJ0821* NAVD 88 ORTHO HEIGHT -   376.891 (meters)     1236.52  (feet) ADJUSTED
 FJ0821  ______________________________________________________________________
 FJ0821  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 FJ0821  DYNAMIC HEIGHT  -        376.538 (meters)     1235.36  (feet) COMP
 FJ0821  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 FJ0821
 FJ0821  VERT ORDER      -  FIRST     CLASS II
 FJ0821
 FJ0821.The horizontal coordinates were scaled from a map and have
 FJ0821.an estimated accuracy of +/- 6 seconds.
 FJ0821
 FJ0821.The orthometric height was determined by differential leveling and
 FJ0821.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0821.in June 1991.
 FJ0821
 FJ0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0821.GEOID18 height accuracy estimate available here.
 FJ0821
 FJ0821.Click photographs - Photos may exist for this station.
 FJ0821
 FJ0821.The dynamic height is computed by dividing the NAVD 88
 FJ0821.geopotential number by the normal gravity value computed on the
 FJ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0821.degrees latitude (g = 980.6199 gals.).
 FJ0821
 FJ0821.The modeled gravity was interpolated from observed gravity values.
 FJ0821
 FJ0821;                    North         East    Units  Estimated Accuracy
 FJ0821;SPC OK N     -    78,500.      602,490.      MT  (+/- 180 meters Scaled)
 FJ0821
 FJ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE929519(NAD 83)
 FJ0821
 FJ0821                          SUPERSEDED SURVEY CONTROL
 FJ0821
 FJ0821  NGVD 29 (04/22/92)  376.731  (m)         1235.99   (f) ADJUSTED    1 2
 FJ0821
 FJ0821.Superseded values are not recommended for survey control.
 FJ0821
 FJ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0821.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0821
 FJ0821_MARKER: I = METAL ROD
 FJ0821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0821_STAMPING: M 204 1985
 FJ0821_MARK LOGO: NGS
 FJ0821_PROJECTION: FLUSH
 FJ0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0821_ROD/PIPE-DEPTH: 3.2 meters
 FJ0821
 FJ0821  HISTORY     - Date     Condition        Report By
 FJ0821  HISTORY     - 1985     MONUMENTED       NGS
 FJ0821
 FJ0821                          STATION DESCRIPTION
 FJ0821
 FJ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0821'2.1 KM (1.3 MI) SOUTH FROM OKARCHE.
 FJ0821'2.08 KM (1.29 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 FJ0821'OKLAHOMA AVENUE AT OKARCHE, IN THE CENTER OF THE NORTH ONE OF TWO
 FJ0821'TRIPLE WOOD POST BRACES FOR A SLIGHT ANGLED OFFSET IN THE RIGHT OF WAY
 FJ0821'FENCE, 1.06 KM (0.66 MI) SOUTH OF THE SOUTH END OF A BRIDGE OVER THE
 FJ0821'RAILROAD, 0.41 KM (0.25 MI) SOUTH OF THE JUNCTION OF A GRAVEL SECTION
 FJ0821'LINE ROAD, 2.00 KM (1.24 MI) NORTHWEST OF THE STATE HIGHWAY 3 OVERPASS
 FJ0821'BRIDGE, 32.3 METERS (106 FT) WEST OF THE CENTER OF THE SOUTH BOUND
 FJ0821'LANES, 24.4 METERS (80 FT) NORTH-NORTHWEST OF A HIGH PRESSURE GAS
 FJ0821'PIPELINE CAUTION SIGN, 0.4 METER (1.3 FT) NORTHEAST OF THE CENTER OF A
 FJ0821'WOOD FENCE POST AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 FJ0821'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0821'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0821'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0567 ***********************************************************************
 GH0567  DESIGNATION -  M 205
 GH0567  PID         -  GH0567
 GH0567  STATE/COUNTY-  OK/GARFIELD
 GH0567  COUNTRY     -  US
 GH0567  USGS QUAD   -  KREMLIN (2018)
 GH0567
 GH0567                         *CURRENT SURVEY CONTROL
 GH0567  ______________________________________________________________________
 GH0567* NAD 83(1986) POSITION- 36 33 57.     (N) 097 52 22.     (W)   SCALED
 GH0567* NAVD 88 ORTHO HEIGHT -   341.838 (meters)     1121.51  (feet) ADJUSTED
 GH0567  ______________________________________________________________________
 GH0567  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 GH0567  DYNAMIC HEIGHT  -        341.543 (meters)     1120.55  (feet) COMP
 GH0567  MODELED GRAVITY -    979,760.8   (mgal)                       NAVD 88
 GH0567
 GH0567  VERT ORDER      -  FIRST     CLASS II
 GH0567
 GH0567.The horizontal coordinates were scaled from a map and have
 GH0567.an estimated accuracy of +/- 6 seconds.
 GH0567
 GH0567.The orthometric height was determined by differential leveling and
 GH0567.adjusted by the NATIONAL GEODETIC SURVEY
 GH0567.in June 1991.
 GH0567
 GH0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0567.GEOID18 height accuracy estimate available here.
 GH0567
 GH0567.Click photographs - Photos may exist for this station.
 GH0567
 GH0567.The dynamic height is computed by dividing the NAVD 88
 GH0567.geopotential number by the normal gravity value computed on the
 GH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0567.degrees latitude (g = 980.6199 gals.).
 GH0567
 GH0567.The modeled gravity was interpolated from observed gravity values.
 GH0567
 GH0567;                    North         East    Units  Estimated Accuracy
 GH0567;SPC OK N     -   173,740.      611,390.      MT  (+/- 180 meters Scaled)
 GH0567
 GH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF008473(NAD 83)
 GH0567
 GH0567                          SUPERSEDED SURVEY CONTROL
 GH0567
 GH0567  NGVD 29 (04/22/92)  341.674  (m)         1120.98   (f) ADJUSTED    1 2
 GH0567
 GH0567.Superseded values are not recommended for survey control.
 GH0567
 GH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0567.See file dsdata.pdf to determine how the superseded data were derived.
 GH0567
 GH0567_MARKER: I = METAL ROD
 GH0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0567_STAMPING: M 205 1985
 GH0567_MARK LOGO: NGS
 GH0567_PROJECTION: FLUSH
 GH0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0567_ROD/PIPE-DEPTH: 3.3 meters
 GH0567
 GH0567  HISTORY     - Date     Condition        Report By
 GH0567  HISTORY     - 1985     MONUMENTED       NGS
 GH0567
 GH0567                          STATION DESCRIPTION
 GH0567
 GH0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0567'21.3 KM (13.25 MI) NORTH FROM ENID.
 GH0567'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0567'IN ENID, THENCE 20.3 KM (12.6 MI) NORTH ALONG US HIGHWAY 81, TWO POWER
 GH0567'POLES NORTH OF A CROSSROADS, 16.4 METERS (53.9 FT) EAST OF THE HIGHWAY
 GH0567'CENTERLINE, 0.8 METER (2.7 FT) NORTH OF POWER POLE 25, 0.6 METER
 GH0567'(1.9 FT) WEST OF THE RIGHT OF WAY FENCE AND 13.7 METERS (45 FT) SOUTH
 GH0567'OF A DOUBLE FENCE BRACE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GH0567'5-INCH LOGO CAP.
 GH0567'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0567'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0616 ***********************************************************************
 GH0616  DESIGNATION -  M 206
 GH0616  PID         -  GH0616
 GH0616  STATE/COUNTY-  OK/GRANT
 GH0616  COUNTRY     -  US
 GH0616  USGS QUAD   -  WAKITA SW (2018)
 GH0616
 GH0616                         *CURRENT SURVEY CONTROL
 GH0616  ______________________________________________________________________
 GH0616* NAD 83(1986) POSITION- 36 48 40.     (N) 097 54 43.     (W)   SCALED
 GH0616* NAVD 88 ORTHO HEIGHT -   347.637 (meters)     1140.54  (feet) ADJUSTED
 GH0616  ______________________________________________________________________
 GH0616  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 GH0616  DYNAMIC HEIGHT  -        347.348 (meters)     1139.59  (feet) COMP
 GH0616  MODELED GRAVITY -    979,789.9   (mgal)                       NAVD 88
 GH0616
 GH0616  VERT ORDER      -  FIRST     CLASS II
 GH0616
 GH0616.The horizontal coordinates were scaled from a map and have
 GH0616.an estimated accuracy of +/- 6 seconds.
 GH0616
 GH0616.The orthometric height was determined by differential leveling and
 GH0616.adjusted by the NATIONAL GEODETIC SURVEY
 GH0616.in June 1991.
 GH0616
 GH0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0616.GEOID18 height accuracy estimate available here.
 GH0616
 GH0616.Click photographs - Photos may exist for this station.
 GH0616
 GH0616.The dynamic height is computed by dividing the NAVD 88
 GH0616.geopotential number by the normal gravity value computed on the
 GH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0616.degrees latitude (g = 980.6199 gals.).
 GH0616
 GH0616.The modeled gravity was interpolated from observed gravity values.
 GH0616
 GH0616;                    North         East    Units  Estimated Accuracy
 GH0616;SPC OK N     -   200,960.      607,860.      MT  (+/- 180 meters Scaled)
 GH0616
 GH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF970744(NAD 83)
 GH0616
 GH0616                          SUPERSEDED SURVEY CONTROL
 GH0616
 GH0616.No superseded survey control is available for this station.
 GH0616
 GH0616_MARKER: I = METAL ROD
 GH0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0616_STAMPING: M 206 1985
 GH0616_MARK LOGO: NGS
 GH0616_PROJECTION: FLUSH
 GH0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0616+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0616_ROD/PIPE-DEPTH: 3.4 meters
 GH0616
 GH0616  HISTORY     - Date     Condition        Report By
 GH0616  HISTORY     - 1985     MONUMENTED       NGS
 GH0616  HISTORY     - 20090528 GOOD             OKDOT
 GH0616
 GH0616                          STATION DESCRIPTION
 GH0616
 GH0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0616'16.3 KM (10.1 MI) WEST FROM MEDFORD.
 GH0616'16.3 KM (10.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0616'HIGHWAY 81 AT MEDFORD, AT A DIRT CROSSROADS, 14.9 METERS (49 FT) NORTH
 GH0616'OF THE HIGHWAY CENTERLINE, 10.7 METERS (35 FT) WEST OF THE CENTER OF
 GH0616'THE DIRT ROAD LEADING EAST, 6.7 METERS (21.6 FT) NORTHWEST OF THE
 GH0616'SOUTH END OF AN L SHAPED HEADWALL AND 0.61 METER (2 FT) WEST OF A
 GH0616'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0616'CAP.
 GH0616'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0616'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GH0616
 GH0616                          STATION RECOVERY (2009)
 GH0616
 GH0616'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0602 ***********************************************************************
 GH0602  DESIGNATION -  M 207
 GH0602  PID         -  GH0602
 GH0602  STATE/COUNTY-  OK/GARFIELD
 GH0602  COUNTRY     -  US
 GH0602  USGS QUAD   -  WAUKOMIS (2018)
 GH0602
 GH0602                         *CURRENT SURVEY CONTROL
 GH0602  ______________________________________________________________________
 GH0602* NAD 83(1986) POSITION- 36 19 10.     (N) 097 53 24.     (W)   SCALED
 GH0602* NAVD 88 ORTHO HEIGHT -   371.310 (meters)     1218.21  (feet) ADJUSTED
 GH0602  ______________________________________________________________________
 GH0602  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 GH0602  DYNAMIC HEIGHT  -        370.981 (meters)     1217.13  (feet) COMP
 GH0602  MODELED GRAVITY -    979,736.0   (mgal)                       NAVD 88
 GH0602
 GH0602  VERT ORDER      -  FIRST     CLASS II
 GH0602
 GH0602.The horizontal coordinates were scaled from a map and have
 GH0602.an estimated accuracy of +/- 6 seconds.
 GH0602
 GH0602.The orthometric height was determined by differential leveling and
 GH0602.adjusted by the NATIONAL GEODETIC SURVEY
 GH0602.in June 1991.
 GH0602
 GH0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0602.GEOID18 height accuracy estimate available here.
 GH0602
 GH0602.Click photographs - Photos may exist for this station.
 GH0602
 GH0602.The dynamic height is computed by dividing the NAVD 88
 GH0602.geopotential number by the normal gravity value computed on the
 GH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0602.degrees latitude (g = 980.6199 gals.).
 GH0602
 GH0602.The modeled gravity was interpolated from observed gravity values.
 GH0602
 GH0602;                    North         East    Units  Estimated Accuracy
 GH0602;SPC OK N     -   146,400.      609,880.      MT  (+/- 180 meters Scaled)
 GH0602
 GH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF996199(NAD 83)
 GH0602
 GH0602                          SUPERSEDED SURVEY CONTROL
 GH0602
 GH0602  NGVD 29 (04/22/92)  371.128  (m)         1217.61   (f) ADJUSTED    1 2
 GH0602
 GH0602.Superseded values are not recommended for survey control.
 GH0602
 GH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0602.See file dsdata.pdf to determine how the superseded data were derived.
 GH0602
 GH0602_MARKER: I = METAL ROD
 GH0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0602_STAMPING: M 207 1985
 GH0602_MARK LOGO: NGS
 GH0602_PROJECTION: FLUSH
 GH0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0602_ROD/PIPE-DEPTH: 5.2 meters
 GH0602
 GH0602  HISTORY     - Date     Condition        Report By
 GH0602  HISTORY     - 1985     MONUMENTED       NGS
 GH0602
 GH0602                          STATION DESCRIPTION
 GH0602
 GH0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0602'4.4 KM (2.75 MI) NORTH FROM WAUKOMIS.
 GH0602'4.38 KM (2.7 MI) NORTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF EUCLID
 GH0602'STREET STREET AT WAUKOMIS, IN TOP OF THE SOUTH END OF A LONG CUT, AT
 GH0602'THE CENTER OF A TRIPLE WOOD POST BRACE AT A T JUNCTION IN THE RIGHT OF
 GH0602'WAY FENCE, 0.14 KM (0.09 MI) NORTH OF THE JUNCTION OF A GRAVEL SECTION
 GH0602'LINE ROAD, 24.4 METERS (80 FT) WEST OF THE CENTER OF THE SOUTH BOUND
 GH0602'LANES, 27.4 METERS (90 FT) NORTH OF THE SOUTH END OF THE CUT, 15.8
 GH0602'METERS (51.8 FT) SOUTH OF THE THIRD POWER POLE NORTH OF THE SECTION
 GH0602'LINE ROAD, 14.6 METERS (48 FT) SOUTH OF A CONCRETE RIGHT OF WAY MARKER
 GH0602'AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 GH0602'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0602'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0602'THE MARK IS 1.0 M ABOVE THE SOUTH BOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0781 ***********************************************************************
 EK0781  DESIGNATION -  M 208
 EK0781  PID         -  EK0781
 EK0781  STATE/COUNTY-  OK/CHOCTAW
 EK0781  COUNTRY     -  US
 EK0781  USGS QUAD   -  HUGO DAM (2019)
 EK0781
 EK0781                         *CURRENT SURVEY CONTROL
 EK0781  ______________________________________________________________________
 EK0781* NAD 83(1986) POSITION- 34 00 33.30   (N) 095 22 58.74   (W)   HD_HELD1
 EK0781* NAVD 88 ORTHO HEIGHT -   138.263 (meters)      453.62  (feet) ADJUSTED
 EK0781  ______________________________________________________________________
 EK0781  GEOID HEIGHT    -        -29.053 (meters)                     GEOID18
 EK0781  DYNAMIC HEIGHT  -        138.116 (meters)      453.14  (feet) COMP
 EK0781  MODELED GRAVITY -    979,569.6   (mgal)                       NAVD 88
 EK0781
 EK0781  VERT ORDER      -  FIRST     CLASS II
 EK0781
 EK0781.The horizontal coordinates were determined by differentially corrected
 EK0781.hand held GPS observations or other comparable positioning techniques
 EK0781.and have an estimated accuracy of +/- 3 meters.
 EK0781
 EK0781.The orthometric height was determined by differential leveling and
 EK0781.adjusted by the NATIONAL GEODETIC SURVEY
 EK0781.in June 1991.
 EK0781
 EK0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0781.GEOID18 height accuracy estimate available here.
 EK0781
 EK0781.Click photographs - Photos may exist for this station.
 EK0781
 EK0781.The dynamic height is computed by dividing the NAVD 88
 EK0781.geopotential number by the normal gravity value computed on the
 EK0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0781.degrees latitude (g = 980.6199 gals.).
 EK0781
 EK0781.The modeled gravity was interpolated from observed gravity values.
 EK0781
 EK0781;                    North         East    Units  Estimated Accuracy
 EK0781;SPC OK S     -    78,108.9     841,715.8     MT  (+/- 3 meters HH1 GPS) 
 EK0781
 EK0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7993665742(NAD 83)
 EK0781
 EK0781                          SUPERSEDED SURVEY CONTROL
 EK0781
 EK0781.No superseded survey control is available for this station.
 EK0781
 EK0781_MARKER: DV = VERTICAL CONTROL DISK
 EK0781_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EK0781_SP_SET: SPILLWAY FOUNDATION WALL
 EK0781_STAMPING: M 208 1986
 EK0781_MARK LOGO: NGS
 EK0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0781+STABILITY: POSITION/ELEVATION WELL
 EK0781
 EK0781  HISTORY     - Date     Condition        Report By
 EK0781  HISTORY     - 1986     MONUMENTED       NGS
 EK0781  HISTORY     - 20020723 GOOD             INDIV
 EK0781
 EK0781                          STATION DESCRIPTION
 EK0781
 EK0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0781'13.0 KM (8.1 MI) EAST FROM HUGO.
 EK0781'11.3 KM (7.0 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0781'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, THENCE 1.7 KM (1.05 MI)
 EK0781'NORTHEASTERLY ALONG THE LAKE HUGO DAM ROAD, IN TOP OF THE FOUNDATION
 EK0781'WALL OF THE MOST WESTERLY 1 OF 7 SPILLWAYS, 5.1 M (16.7 FT) SOUTHEAST
 EK0781'OF THE CENTERLINE OF THE ROAD, 1.5 M (4.9 FT) NORTHWEST OF THE
 EK0781'NORTHWEST FACE OF A SMALL METAL BUILDING, 0.4 M (1.3 FT) SOUTHEAST OF
 EK0781'A METAL LIGHT POLE, 0.4 M (1.3 FT) SOUTHEAST OF SOUTHEAST EDGE OF A
 EK0781'CURB, AND 0.1 M (0.3 FT) NORTHEAST OF A GUARD RAIL.
 EK0781'THE MARK IS 0.3 M ABOVE THE ROAD.
 EK0781
 EK0781                          STATION RECOVERY (2002)
 EK0781
 EK0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BGR)
 EK0781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0796 ***********************************************************************
 EK0796  DESIGNATION -  M 209
 EK0796  PID         -  EK0796
 EK0796  STATE/COUNTY-  OK/CHOCTAW
 EK0796  COUNTRY     -  US
 EK0796  USGS QUAD   -  SOPER (2019)
 EK0796
 EK0796                         *CURRENT SURVEY CONTROL
 EK0796  ______________________________________________________________________
 EK0796* NAD 83(1986) POSITION- 34 01 52.20   (N) 095 44 11.30   (W)   HD_HELD1
 EK0796* NAVD 88 ORTHO HEIGHT -   138.764 (meters)      455.26  (feet) ADJUSTED
 EK0796  ______________________________________________________________________
 EK0796  GEOID HEIGHT    -        -28.789 (meters)                     GEOID18
 EK0796  DYNAMIC HEIGHT  -        138.615 (meters)      454.77  (feet) COMP
 EK0796  MODELED GRAVITY -    979,563.8   (mgal)                       NAVD 88
 EK0796
 EK0796  VERT ORDER      -  FIRST     CLASS II
 EK0796
 EK0796.The horizontal coordinates were determined by differentially corrected
 EK0796.hand held GPS observations or other comparable positioning techniques
 EK0796.and have an estimated accuracy of +/- 3 meters.
 EK0796
 EK0796.The orthometric height was determined by differential leveling and
 EK0796.adjusted by the NATIONAL GEODETIC SURVEY
 EK0796.in June 1991.
 EK0796
 EK0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0796.GEOID18 height accuracy estimate available here.
 EK0796
 EK0796.Click photographs - Photos may exist for this station.
 EK0796
 EK0796.The dynamic height is computed by dividing the NAVD 88
 EK0796.geopotential number by the normal gravity value computed on the
 EK0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0796.degrees latitude (g = 980.6199 gals.).
 EK0796
 EK0796.The modeled gravity was interpolated from observed gravity values.
 EK0796
 EK0796;                    North         East    Units  Estimated Accuracy
 EK0796;SPC OK S     -    79,750.0     809,017.9     MT  (+/- 3 meters HH1 GPS) 
 EK0796
 EK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4734868989(NAD 83)
 EK0796
 EK0796                          SUPERSEDED SURVEY CONTROL
 EK0796
 EK0796.No superseded survey control is available for this station.
 EK0796
 EK0796_MARKER: I = METAL ROD
 EK0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0796_STAMPING: M 209 1986
 EK0796_MARK LOGO: NGS
 EK0796_PROJECTION: FLUSH
 EK0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0796_ROD/PIPE-DEPTH: 9.5 meters
 EK0796
 EK0796  HISTORY     - Date     Condition        Report By
 EK0796  HISTORY     - 1986     MONUMENTED       NGS
 EK0796
 EK0796                          STATION DESCRIPTION
 EK0796
 EK0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0796'22.3 KM (13.85 MI) WEST FROM HUGO.
 EK0796'22.3 KM (13.85 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0796'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 1.5 KM (0.95 MI)
 EK0796'NORTHEAST OF A HIGHWAY BRIDGE SPANNING THE MUDDY BOGGY RIVER, 14.8 M
 EK0796'(48.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 5615-16-6336, 13.0 M
 EK0796'(42.7 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST TO A
 EK0796'HOUSE, 12.3 M (40.4) FT NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 EK0796'9.5 M (31.2 FT) NORTHEAST OF A FENCE CORNER, AND 3.7 M (12.1 FT)
 EK0796'NORTHEAST OF UTILITY PEDESTAL NUMBER 900.  NOTE--ACCESS TO DATUM POINT
 EK0796'IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0796'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 EK0796'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0957 ***********************************************************************
 DN0957  DESIGNATION -  M 210
 DN0957  PID         -  DN0957
 DN0957  STATE/COUNTY-  OK/BRYAN
 DN0957  COUNTRY     -  US
 DN0957  USGS QUAD   -  DURANT SOUTH (2018)
 DN0957
 DN0957                         *CURRENT SURVEY CONTROL
 DN0957  ______________________________________________________________________
 DN0957* NAD 83(1986) POSITION- 33 59 23.05   (N) 096 23 10.61   (W)   HD_HELD1
 DN0957* NAVD 88 ORTHO HEIGHT -   198.501 (meters)      651.25  (feet) ADJUSTED
 DN0957  ______________________________________________________________________
 DN0957  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 DN0957  DYNAMIC HEIGHT  -        198.295 (meters)      650.57  (feet) COMP
 DN0957  MODELED GRAVITY -    979,593.2   (mgal)                       NAVD 88
 DN0957
 DN0957  VERT ORDER      -  FIRST     CLASS II
 DN0957
 DN0957.The horizontal coordinates were determined by differentially corrected
 DN0957.hand held GPS observations or other comparable positioning techniques
 DN0957.and have an estimated accuracy of +/- 3 meters.
 DN0957
 DN0957.The orthometric height was determined by differential leveling and
 DN0957.adjusted by the NATIONAL GEODETIC SURVEY
 DN0957.in June 1991.
 DN0957
 DN0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0957.GEOID18 height accuracy estimate available here.
 DN0957
 DN0957.Click photographs - Photos may exist for this station.
 DN0957
 DN0957.The dynamic height is computed by dividing the NAVD 88
 DN0957.geopotential number by the normal gravity value computed on the
 DN0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0957.degrees latitude (g = 980.6199 gals.).
 DN0957
 DN0957.The modeled gravity was interpolated from observed gravity values.
 DN0957
 DN0957;                    North         East    Units  Estimated Accuracy
 DN0957;SPC OK S     -    74,002.6     749,093.1     MT  (+/- 3 meters HH1 GPS) 
 DN0957
 DN0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4143164097(NAD 83)
 DN0957
 DN0957                          SUPERSEDED SURVEY CONTROL
 DN0957
 DN0957.No superseded survey control is available for this station.
 DN0957
 DN0957_MARKER: F = FLANGE-ENCASED ROD
 DN0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0957_STAMPING: M 210 1986
 DN0957_MARK LOGO: NGS
 DN0957_PROJECTION: RECESSED 1 CENTIMETERS
 DN0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0957_ROD/PIPE-DEPTH: 4.9 meters
 DN0957
 DN0957  HISTORY     - Date     Condition        Report By
 DN0957  HISTORY     - 1986     MONUMENTED       NGS
 DN0957  HISTORY     - 20170517 GOOD             USPSQD
 DN0957
 DN0957                          STATION DESCRIPTION
 DN0957
 DN0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0957'IN DURANT.
 DN0957'IN DURANT, AT THE INTERSECTION OF SOUTH 9TH AVENUE AND LOUISIANA
 DN0957'STREET, 18.1 M (59.4 FT) EAST OF THE CENTERLINE OF THE AVENUE, 14.0 M
 DN0957'(45.9 FT) NORTH OF THE CENTER OF THE STREET, AND 1.4 M (4.6 FT) SOUTH
 DN0957'OF THE SOUTHWEST CORNER OF THE HISTORIC R. E. LEE SCHOOL BUILDING.
 DN0957'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0957'THE MARK IS 0.5 M ABOVE THE AVENUE.
 DN0957
 DN0957                          STATION RECOVERY (2017)
 DN0957
 DN0957'RECOVERY NOTE BY US POWER SQUADRON 2017 (SRS)
 DN0957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0674 ***********************************************************************
 EL0674  DESIGNATION -  M 211
 EL0674  PID         -  EL0674
 EL0674  STATE/COUNTY-  OK/STEPHENS
 EL0674  COUNTRY     -  US
 EL0674  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0674
 EL0674                         *CURRENT SURVEY CONTROL
 EL0674  ______________________________________________________________________
 EL0674* NAD 83(1986) POSITION- 34 36 09.28   (N) 097 58 03.17   (W)   HD_HELD1
 EL0674* NAVD 88 ORTHO HEIGHT -   384.667 (meters)     1262.03  (feet) ADJUSTED
 EL0674  ______________________________________________________________________
 EL0674  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 EL0674  DYNAMIC HEIGHT  -        384.265 (meters)     1260.71  (feet) COMP
 EL0674  MODELED GRAVITY -    979,578.1   (mgal)                       NAVD 88
 EL0674
 EL0674  VERT ORDER      -  FIRST     CLASS II
 EL0674
 EL0674.The horizontal coordinates were determined by differentially corrected
 EL0674.hand held GPS observations or other comparable positioning techniques
 EL0674.and have an estimated accuracy of +/- 3 meters.
 EL0674
 EL0674.The orthometric height was determined by differential leveling and
 EL0674.adjusted by the NATIONAL GEODETIC SURVEY
 EL0674.in June 1991.
 EL0674
 EL0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0674.GEOID18 height accuracy estimate available here.
 EL0674
 EL0674.Click photographs - Photos may exist for this station.
 EL0674
 EL0674.The dynamic height is computed by dividing the NAVD 88
 EL0674.geopotential number by the normal gravity value computed on the
 EL0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0674.degrees latitude (g = 980.6199 gals.).
 EL0674
 EL0674.The modeled gravity was interpolated from observed gravity values.
 EL0674
 EL0674;                    North         East    Units  Estimated Accuracy
 EL0674;SPC OK S     -   140,789.3     602,976.6     MT  (+/- 3 meters HH1 GPS) 
 EL0674
 EL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9466829456(NAD 83)
 EL0674
 EL0674                          SUPERSEDED SURVEY CONTROL
 EL0674
 EL0674.No superseded survey control is available for this station.
 EL0674
 EL0674_MARKER: I = METAL ROD
 EL0674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0674+WITH SETTING: INFORMATION.
 EL0674_STAMPING: M 211 1986
 EL0674_MARK LOGO: NGS
 EL0674_PROJECTION: RECESSED 3 CENTIMETERS
 EL0674_MAGNETIC: I = MARKER IS A STEEL ROD
 EL0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0674+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1994
 EL0674_ROD/PIPE-DEPTH: 2.0 meters
 EL0674
 EL0674  HISTORY     - Date     Condition        Report By
 EL0674  HISTORY     - 1986     MONUMENTED       NGS
 EL0674  HISTORY     - 19940225 GOOD             NGS
 EL0674
 EL0674                          STATION DESCRIPTION
 EL0674
 EL0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0674'13.5 KM (8.4 MI) NORTH FROM DUNCAN.
 EL0674'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EL0674'13.5 KM (8.4 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0674'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 26.3
 EL0674'M (86.3 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 EL0674'HIGHWAY, 3.0 M (9.8 FT) SOUTH OF THE SECOND BRICK FENCE PEDESTAL NORTH
 EL0674'OF THE FENCE CORNER, AND 2.4 M (7.9 FT) NORTH OF UNDERGROUND CABLE
 EL0674'JUNCTION BOX NUMBER 500-1963.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0674'THROUGH A 5-INCH LOGO CAP.
 EL0674'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0674
 EL0674                          STATION RECOVERY (1994)
 EL0674
 EL0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0674'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EL0674'OFFICE IN DUNCAN, THENCE 11.2 KM (6.95 MI) NORTHERLY ALONG U.S.
 EL0674'HIGHWAY 81, A METAL ROD DRIVEN 2.0 METERS AND FLUSH WITH THE
 EL0674'GROUND, 26.3 M (86.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 EL0674'LANES OF THE HIGHWAY, 5.9 M (19.4 FT) NORTH OF A RIGHT-OF-WAY MARKER,
 EL0674'3.0 M (9.8 FT) SOUTH OF THE SECOND BRICK PEDESTAL NORTH OF A FENCE
 EL0674'CORNER, 2.2 M (7.2 FT) NORTH OF A FENCE CORNER, 0.6 M (2.0 FT) ABOVE
 EL0674'THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST
 EL0674'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EL0674'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0628 ***********************************************************************
 EL0628  DESIGNATION -  M 212
 EL0628  PID         -  EL0628
 EL0628  STATE/COUNTY-  OK/BRYAN
 EL0628  COUNTRY     -  US
 EL0628  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0628
 EL0628                         *CURRENT SURVEY CONTROL
 EL0628  ______________________________________________________________________
 EL0628* NAD 83(1986) POSITION- 34 00 48.4    (N) 096 07 20.1    (W)   HD_HELD2
 EL0628* NAVD 88 ORTHO HEIGHT -   168.611 (meters)      553.18  (feet) ADJUSTED
 EL0628  ______________________________________________________________________
 EL0628  GEOID HEIGHT    -        -27.083 (meters)                     GEOID18
 EL0628  DYNAMIC HEIGHT  -        168.439 (meters)      552.62  (feet) COMP
 EL0628  MODELED GRAVITY -    979,612.9   (mgal)                       NAVD 88
 EL0628
 EL0628  VERT ORDER      -  FIRST     CLASS II
 EL0628
 EL0628.The horizontal coordinates were established by autonomous hand held GPS
 EL0628.observations and have an estimated accuracy of +/- 10 meters.
 EL0628
 EL0628.The orthometric height was determined by differential leveling and
 EL0628.adjusted by the NATIONAL GEODETIC SURVEY
 EL0628.in June 1991.
 EL0628
 EL0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0628.GEOID18 height accuracy estimate available here.
 EL0628
 EL0628.Click photographs - Photos may exist for this station.
 EL0628
 EL0628.The dynamic height is computed by dividing the NAVD 88
 EL0628.geopotential number by the normal gravity value computed on the
 EL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0628.degrees latitude (g = 980.6199 gals.).
 EL0628
 EL0628.The modeled gravity was interpolated from observed gravity values.
 EL0628
 EL0628;                    North         East    Units  Estimated Accuracy
 EL0628;SPC OK S     -    77,054.      773,436.      MT  (+/- 10 meters HH2 GPS)
 EL0628
 EL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6575467381(NAD 83)
 EL0628
 EL0628                          SUPERSEDED SURVEY CONTROL
 EL0628
 EL0628.No superseded survey control is available for this station.
 EL0628
 EL0628_MARKER: DV = VERTICAL CONTROL DISK
 EL0628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0628_SP_SET: BRIDGE ABUTMENT
 EL0628_STAMPING: M 212 1986
 EL0628_MARK LOGO: NGS
 EL0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0628
 EL0628  HISTORY     - Date     Condition        Report By
 EL0628  HISTORY     - 1986     MONUMENTED       NGS
 EL0628
 EL0628                          STATION DESCRIPTION
 EL0628
 EL0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0628'25.3 KM (15.7 MI) EAST FROM DURANT.
 EL0628'25.3 KM (15.7 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0628'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, IN TOP OF AND 0.2 M
 EL0628'(0.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A
 EL0628'HIGHWAY BRIDGE SPANNING BIG CREEK, AND 6.9 M (22.6 FT) SOUTH OF THE
 EL0628'CENTERLINE OF THE HIGHWAY.
 EL0628'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0642 ***********************************************************************
 EL0642  DESIGNATION -  M 213
 EL0642  PID         -  EL0642
 EL0642  STATE/COUNTY-  OK/JEFFERSON
 EL0642  COUNTRY     -  US
 EL0642  USGS QUAD   -  WAURIKA EAST (2018)
 EL0642
 EL0642                         *CURRENT SURVEY CONTROL
 EL0642  ______________________________________________________________________
 EL0642* NAD 83(1986) POSITION- 34 07 45.5    (N) 097 58 05.4    (W)   HD_HELD2
 EL0642* NAVD 88 ORTHO HEIGHT -   275.798 (meters)      904.85  (feet) ADJUSTED
 EL0642  ______________________________________________________________________
 EL0642  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 EL0642  DYNAMIC HEIGHT  -        275.519 (meters)      903.93  (feet) COMP
 EL0642  MODELED GRAVITY -    979,614.8   (mgal)                       NAVD 88
 EL0642
 EL0642  VERT ORDER      -  FIRST     CLASS II
 EL0642
 EL0642.The horizontal coordinates were established by autonomous hand held GPS
 EL0642.observations and have an estimated accuracy of +/- 10 meters.
 EL0642
 EL0642.The orthometric height was determined by differential leveling and
 EL0642.adjusted by the NATIONAL GEODETIC SURVEY
 EL0642.in June 1991.
 EL0642
 EL0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0642.GEOID18 height accuracy estimate available here.
 EL0642
 EL0642.Click photographs - Photos may exist for this station.
 EL0642
 EL0642.The dynamic height is computed by dividing the NAVD 88
 EL0642.geopotential number by the normal gravity value computed on the
 EL0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0642.degrees latitude (g = 980.6199 gals.).
 EL0642
 EL0642.The modeled gravity was interpolated from observed gravity values.
 EL0642
 EL0642;                    North         East    Units  Estimated Accuracy
 EL0642;SPC OK S     -    88,292.      602,936.      MT  (+/- 10 meters HH2 GPS)
 EL0642
 EL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9514476973(NAD 83)
 EL0642
 EL0642                          SUPERSEDED SURVEY CONTROL
 EL0642
 EL0642.No superseded survey control is available for this station.
 EL0642
 EL0642_MARKER: I = METAL ROD
 EL0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0642_STAMPING: M 213 1986
 EL0642_MARK LOGO: NGS
 EL0642_PROJECTION: FLUSH
 EL0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0642_ROD/PIPE-DEPTH: 9.3 meters
 EL0642
 EL0642  HISTORY     - Date     Condition        Report By
 EL0642  HISTORY     - 1986     MONUMENTED       NGS
 EL0642
 EL0642                          STATION DESCRIPTION
 EL0642
 EL0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0642'3.6 KM (2.25 MI) SOUTH FROM WAURIKA.
 EL0642'3.6 KM (2.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0642'WITH U.S. HIGHWAY 70 IN WAURIKA, 45.7 M (149.9 FT) NORTHEAST OF THE
 EL0642'CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT) EAST OF THE CENTER OF A
 EL0642'METAL GATE AND ENTRANCE TO LIVESTOCK CORRALS, AND 5.7 M (18.7 FT)
 EL0642'SOUTH OF THE CENTER OF A GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT
 EL0642'IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0642'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 EL0642'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0779 ***********************************************************************
 FJ0779  DESIGNATION -  M 214
 FJ0779  PID         -  FJ0779
 FJ0779  STATE/COUNTY-  OK/GRADY
 FJ0779  COUNTRY     -  US
 FJ0779  USGS QUAD   -  CHICKASHA (2018)
 FJ0779
 FJ0779                         *CURRENT SURVEY CONTROL
 FJ0779  ______________________________________________________________________
 FJ0779* NAD 83(1986) POSITION- 35 01 29.     (N) 097 56 06.     (W)   SCALED
 FJ0779* NAVD 88 ORTHO HEIGHT -   344.734 (meters)     1131.01  (feet) ADJUSTED
 FJ0779  ______________________________________________________________________
 FJ0779  GEOID HEIGHT    -        -26.407 (meters)                     GEOID18
 FJ0779  DYNAMIC HEIGHT  -        344.394 (meters)     1129.90  (feet) COMP
 FJ0779  MODELED GRAVITY -    979,637.7   (mgal)                       NAVD 88
 FJ0779
 FJ0779  VERT ORDER      -  FIRST     CLASS II
 FJ0779
 FJ0779.The horizontal coordinates were scaled from a map and have
 FJ0779.an estimated accuracy of +/- 6 seconds.
 FJ0779
 FJ0779.The orthometric height was determined by differential leveling and
 FJ0779.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0779.in June 1991.
 FJ0779
 FJ0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0779.GEOID18 height accuracy estimate available here.
 FJ0779
 FJ0779.Click photographs - Photos may exist for this station.
 FJ0779
 FJ0779.The dynamic height is computed by dividing the NAVD 88
 FJ0779.geopotential number by the normal gravity value computed on the
 FJ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0779.degrees latitude (g = 980.6199 gals.).
 FJ0779
 FJ0779.The modeled gravity was interpolated from observed gravity values.
 FJ0779
 FJ0779;                    North         East    Units  Estimated Accuracy
 FJ0779;SPC OK S     -   187,620.      605,930.      MT  (+/- 180 meters Scaled)
 FJ0779
 FJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND971763(NAD 83)
 FJ0779
 FJ0779                          SUPERSEDED SURVEY CONTROL
 FJ0779
 FJ0779.No superseded survey control is available for this station.
 FJ0779
 FJ0779_MARKER: DV = VERTICAL CONTROL DISK
 FJ0779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0779_SP_SET: PIER
 FJ0779_STAMPING: M 214 1986
 FJ0779_MARK LOGO: NGS
 FJ0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0779
 FJ0779  HISTORY     - Date     Condition        Report By
 FJ0779  HISTORY     - 1986     MONUMENTED       NGS
 FJ0779
 FJ0779                          STATION DESCRIPTION
 FJ0779
 FJ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0779'IN CHICKASHA.
 FJ0779'IN CHICKASHA, AT THE INTERSECTION OF THE H. E. BAILEY TURNPIKE AND
 FJ0779'U.S. HIGHWAY 81, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 FJ0779'NORTHERLY 1 OF 8 COLUMNS OF THE MOST WESTERLY PIER OF THE TURNPIKE
 FJ0779'OVERPASS OF THE HIGHWAY, 24.1 M (79.1 FT) WEST OF THE CENTERLINE OF
 FJ0779'THE SOUTH BOUND LANES OF THE HIGHWAY, 15.2 M (49.9 FT) NORTH OF THE
 FJ0779'CENTER OF THE OVERPASS, AND 12.0 M (39.4 FT) EAST OF THE EAST FACE OF
 FJ0779'THE WEST ABUTMENT OF THE OVERPASS.
 FJ0779'THE MARK IS 1.4 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1363 ***********************************************************************
 FJ1363  DESIGNATION -  M 215
 FJ1363  PID         -  FJ1363
 FJ1363  STATE/COUNTY-  OK/CANADIAN
 FJ1363  COUNTRY     -  US
 FJ1363  USGS QUAD   -  MUSTANG (2018)
 FJ1363
 FJ1363                         *CURRENT SURVEY CONTROL
 FJ1363  ______________________________________________________________________
 FJ1363* NAD 83(1986) POSITION- 35 27 51.0    (N) 097 40 18.2    (W)   HD_HELD2
 FJ1363* NAVD 88 ORTHO HEIGHT -   376.357 (meters)     1234.76  (feet) ADJUSTED
 FJ1363  ______________________________________________________________________
 FJ1363  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 FJ1363  DYNAMIC HEIGHT  -        375.993 (meters)     1233.57  (feet) COMP
 FJ1363  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 FJ1363
 FJ1363  VERT ORDER      -  FIRST     CLASS II
 FJ1363
 FJ1363.The horizontal coordinates were established by autonomous hand held GPS
 FJ1363.observations and have an estimated accuracy of +/- 10 meters.
 FJ1363
 FJ1363.The orthometric height was determined by differential leveling and
 FJ1363.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1363.in August 1994.
 FJ1363
 FJ1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1363.GEOID18 height accuracy estimate available here.
 FJ1363
 FJ1363.Click photographs - Photos may exist for this station.
 FJ1363
 FJ1363.The dynamic height is computed by dividing the NAVD 88
 FJ1363.geopotential number by the normal gravity value computed on the
 FJ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1363.degrees latitude (g = 980.6199 gals.).
 FJ1363
 FJ1363.The modeled gravity was interpolated from observed gravity values.
 FJ1363
 FJ1363;                    North         East    Units  Estimated Accuracy
 FJ1363;SPC OK N     -    51,551.      629,798.      MT  (+/- 10 meters HH2 GPS)
 FJ1363
 FJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2052225329(NAD 83)
 FJ1363
 FJ1363                          SUPERSEDED SURVEY CONTROL
 FJ1363
 FJ1363.No superseded survey control is available for this station.
 FJ1363
 FJ1363_MARKER: DV = VERTICAL CONTROL DISK
 FJ1363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1363_SP_SET: ABUTMENT
 FJ1363_STAMPING: M 215 1994
 FJ1363_MARK LOGO: NGS
 FJ1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1363+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 FJ1363
 FJ1363  HISTORY     - Date     Condition        Report By
 FJ1363  HISTORY     - 1994     MONUMENTED       NGS
 FJ1363  HISTORY     - 20090901 GOOD             OLSSON
 FJ1363
 FJ1363                          STATION DESCRIPTION
 FJ1363
 FJ1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1363'14.5 KM (9.00 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ1363'THE SANTA FE RAILROAD IN OKLAHOMA CITY, SET VERTICALLY IN THE SOUTH
 FJ1363'FACE OF THE WEST CONCRETE ABUTMENT OF THE EASTBOUND AVENUE BRIDGE
 FJ1363'SPANNING THE NORTH CANADIAN RIVER, 5.9 M (19.4 FT) SOUTH OF THE
 FJ1363'CENTER OF THE EASTBOUND LANES OF THE AVENUE, 2.5 M (8.2 FT) WEST OF
 FJ1363'THE EAST END OF THE ABUTMENT, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF
 FJ1363'THE AVENUE.
 FJ1363
 FJ1363                          STATION RECOVERY (2009)
 FJ1363
 FJ1363'RECOVERY NOTE BY OLSSON ASSOCIATES 2009 (CDB)
 FJ1363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0652 ***********************************************************************
 FK0652  DESIGNATION -  M 216
 FK0652  PID         -  FK0652
 FK0652  STATE/COUNTY-  OK/CADDO
 FK0652  COUNTRY     -  US
 FK0652  USGS QUAD   -  COGAR (2018)
 FK0652
 FK0652                         *CURRENT SURVEY CONTROL
 FK0652  ______________________________________________________________________
 FK0652* NAD 83(1986) POSITION- 35 20 03.     (N) 098 07 53.     (W)   SCALED
 FK0652* NAVD 88 ORTHO HEIGHT -   449.059 (meters)     1473.29  (feet) ADJUSTED
 FK0652  ______________________________________________________________________
 FK0652  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 FK0652  DYNAMIC HEIGHT  -        448.608 (meters)     1471.81  (feet) COMP
 FK0652  MODELED GRAVITY -    979,616.6   (mgal)                       NAVD 88
 FK0652
 FK0652  VERT ORDER      -  FIRST     CLASS II
 FK0652
 FK0652.The horizontal coordinates were scaled from a map and have
 FK0652.an estimated accuracy of +/- 6 seconds.
 FK0652
 FK0652.The orthometric height was determined by differential leveling and
 FK0652.adjusted by the NATIONAL GEODETIC SURVEY
 FK0652.in August 1994.
 FK0652
 FK0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0652.GEOID18 height accuracy estimate available here.
 FK0652
 FK0652.Click photographs - Photos may exist for this station.
 FK0652
 FK0652.The dynamic height is computed by dividing the NAVD 88
 FK0652.geopotential number by the normal gravity value computed on the
 FK0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0652.degrees latitude (g = 980.6199 gals.).
 FK0652
 FK0652.The modeled gravity was interpolated from observed gravity values.
 FK0652
 FK0652;                    North         East    Units  Estimated Accuracy
 FK0652;SPC OK S     -   221,960.      588,050.      MT  (+/- 180 meters Scaled)
 FK0652
 FK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE789104(NAD 83)
 FK0652
 FK0652                          SUPERSEDED SURVEY CONTROL
 FK0652
 FK0652.No superseded survey control is available for this station.
 FK0652
 FK0652_MARKER: I = METAL ROD
 FK0652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0652+WITH SETTING: INFORMATION.
 FK0652_STAMPING: M 216 1994
 FK0652_MARK LOGO: NGS
 FK0652_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0652+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0652
 FK0652  HISTORY     - Date     Condition        Report By
 FK0652  HISTORY     - 1994     MONUMENTED       NGS
 FK0652
 FK0652                          STATION DESCRIPTION
 FK0652
 FK0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0652'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0652'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0652'THENCE 17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 152, A METAL
 FK0652'ROD DRIVEN 1.1 METERS AND FLUSH WITH THE GROUND, 27.9 M
 FK0652'(91.5 FT) WEST OF THE CENTER OF A PAVED ROAD, 15.4 M (50.5 FT) SOUTH
 FK0652'OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 FK0652'HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 FK0652'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 FK0652'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1095 ***********************************************************************
 EM1095  DESIGNATION -  M 217
 EM1095  PID         -  EM1095
 EM1095  STATE/COUNTY-  OK/STEPHENS
 EM1095  COUNTRY     -  US
 EM1095  USGS QUAD   -  NELLIE (2018)
 EM1095
 EM1095                         *CURRENT SURVEY CONTROL
 EM1095  ______________________________________________________________________
 EM1095* NAD 83(1986) POSITION- 34 35 39.41   (N) 098 01 24.73   (W)   HD_HELD1
 EM1095* NAVD 88 ORTHO HEIGHT -   348.732 (meters)     1144.13  (feet) ADJUSTED
 EM1095  ______________________________________________________________________
 EM1095  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 EM1095  DYNAMIC HEIGHT  -        348.370 (meters)     1142.94  (feet) COMP
 EM1095  MODELED GRAVITY -    979,588.5   (mgal)                       NAVD 88
 EM1095
 EM1095  VERT ORDER      -  FIRST     CLASS II
 EM1095
 EM1095.The horizontal coordinates were determined by differentially corrected
 EM1095.hand held GPS observations or other comparable positioning techniques
 EM1095.and have an estimated accuracy of +/- 3 meters.
 EM1095
 EM1095.The orthometric height was determined by differential leveling and
 EM1095.adjusted by the NATIONAL GEODETIC SURVEY
 EM1095.in August 1994.
 EM1095
 EM1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1095.GEOID18 height accuracy estimate available here.
 EM1095
 EM1095.Click photographs - Photos may exist for this station.
 EM1095
 EM1095.The dynamic height is computed by dividing the NAVD 88
 EM1095.geopotential number by the normal gravity value computed on the
 EM1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM1095.degrees latitude (g = 980.6199 gals.).
 EM1095
 EM1095.The modeled gravity was interpolated from observed gravity values.
 EM1095
 EM1095;                    North         East    Units  Estimated Accuracy
 EM1095;SPC OK S     -   139,868.7     597,841.0     MT  (+/- 3 meters HH1 GPS) 
 EM1095
 EM1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8954328485(NAD 83)
 EM1095
 EM1095                          SUPERSEDED SURVEY CONTROL
 EM1095
 EM1095.No superseded survey control is available for this station.
 EM1095
 EM1095_MARKER: DV = VERTICAL CONTROL DISK
 EM1095_SETTING: 66 = SET IN ROCK OUTCROP
 EM1095_STAMPING: M 217 1994
 EM1095_MARK LOGO: NGS
 EM1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM1095+STABILITY: POSITION/ELEVATION WELL
 EM1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1095+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 EM1095
 EM1095  HISTORY     - Date     Condition        Report By
 EM1095  HISTORY     - 1994     MONUMENTED       NGS
 EM1095  HISTORY     - 20250730 GOOD             WHE
 EM1095
 EM1095                          STATION DESCRIPTION
 EM1095
 EM1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EM1095'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EM1095'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EM1095'HIGHWAY 81, THENCE 5.2 KM (3.25 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EM1095'NEAR THE CENTER OF A 3 BY 9-FOOT EXPOSED AREA OF BEDROCK, 390.0 M
 EM1095'(1279.5 FT) WEST OF THE CENTER OF A PAVED ROAD, 19.7 M (64.6 FT)
 EM1095'WEST-NORTHWEST OF A UTILITY POLE, 14.2 M (46.6 FT) SOUTH OF THE
 EM1095'HIGHWAY CENTERLINE (WILL BE THE EASTBOUND LANES WHEN CONSTRUCTION IS
 EM1095'COMPLETED), 6.2 M (20.3 FT) NORTH OF A WITNESS POST AND FENCE, AND
 EM1095'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 EM1095
 EM1095                          STATION RECOVERY (2025)
 EM1095
 EM1095'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EM1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1367 ***********************************************************************
 FJ1367  DESIGNATION -  M 218
 FJ1367  PID         -  FJ1367
 FJ1367  STATE/COUNTY-  OK/OKLAHOMA
 FJ1367  COUNTRY     -  US
 FJ1367  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1367
 FJ1367                         *CURRENT SURVEY CONTROL
 FJ1367  ______________________________________________________________________
 FJ1367* NAD 83(1986) POSITION- 35 26 05.7    (N) 097 37 06.8    (W)   HD_HELD2
 FJ1367* NAVD 88 ORTHO HEIGHT -   373.686 (meters)     1226.00  (feet) ADJUSTED
 FJ1367  ______________________________________________________________________
 FJ1367  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 FJ1367  DYNAMIC HEIGHT  -        373.325 (meters)     1224.82  (feet) COMP
 FJ1367  MODELED GRAVITY -    979,656.6   (mgal)                       NAVD 88
 FJ1367
 FJ1367  VERT ORDER      -  FIRST     CLASS II
 FJ1367
 FJ1367.The horizontal coordinates were established by autonomous hand held GPS
 FJ1367.observations and have an estimated accuracy of +/- 10 meters.
 FJ1367
 FJ1367.The orthometric height was determined by differential leveling and
 FJ1367.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1367.in August 1994.
 FJ1367
 FJ1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1367.GEOID18 height accuracy estimate available here.
 FJ1367
 FJ1367.Click photographs - Photos may exist for this station.
 FJ1367
 FJ1367.The dynamic height is computed by dividing the NAVD 88
 FJ1367.geopotential number by the normal gravity value computed on the
 FJ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1367.degrees latitude (g = 980.6199 gals.).
 FJ1367
 FJ1367.The modeled gravity was interpolated from observed gravity values.
 FJ1367
 FJ1367;                    North         East    Units  Estimated Accuracy
 FJ1367;SPC OK N     -    48,324.      634,637.      MT  (+/- 10 meters HH2 GPS)
 FJ1367
 FJ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2539222151(NAD 83)
 FJ1367
 FJ1367                          SUPERSEDED SURVEY CONTROL
 FJ1367
 FJ1367.No superseded survey control is available for this station.
 FJ1367
 FJ1367_MARKER: I = METAL ROD
 FJ1367_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1367+WITH SETTING: INFORMATION.
 FJ1367_STAMPING: M 218 1994
 FJ1367_MARK LOGO: NGS
 FJ1367_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1367+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1367
 FJ1367  HISTORY     - Date     Condition        Report By
 FJ1367  HISTORY     - 1994     MONUMENTED       NGS
 FJ1367
 FJ1367                          STATION DESCRIPTION
 FJ1367
 FJ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1367'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1367'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 3.3 KM (2.05 MI) SOUTHERLY
 FJ1367'ALONG MACARTHUR BOULEVARD, A METAL ROD DRIVEN 2.2 M(7.2 FT) AND
 FJ1367'FLUSH WITH THE GROUND, 40.1 M (131.6 FT) SOUTH OF THE CENTER OF
 FJ1367'SOUTHWEST 29TH STREET, 15.3 M (50.2 FT) EAST OF THE BOULEVARD CENTER,
 FJ1367'0.9 M (3.0 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 0.3 M (1.0 FT)
 FJ1367'BELOW THE LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 FJ1367'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FJ1367'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1272 ***********************************************************************
 FH1272  DESIGNATION -  M 219
 FH1272  PID         -  FH1272
 FH1272  STATE/COUNTY-  OK/TULSA
 FH1272  COUNTRY     -  US
 FH1272  USGS QUAD   -  BIXBY (2018)
 FH1272
 FH1272                         *CURRENT SURVEY CONTROL
 FH1272  ______________________________________________________________________
 FH1272* NAD 83(1986) POSITION- 35 54 04.47   (N) 095 54 29.34   (W)   HD_HELD1
 FH1272* NAVD 88 ORTHO HEIGHT -   200.984 (meters)      659.40  (feet) ADJUSTED
 FH1272  ______________________________________________________________________
 FH1272  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 FH1272  DYNAMIC HEIGHT  -        200.804 (meters)      658.80  (feet) COMP
 FH1272  MODELED GRAVITY -    979,734.8   (mgal)                       NAVD 88
 FH1272
 FH1272  VERT ORDER      -  FIRST     CLASS II
 FH1272
 FH1272.The horizontal coordinates were determined by differentially corrected
 FH1272.hand held GPS observations or other comparable positioning techniques
 FH1272.and have an estimated accuracy of +/- 3 meters.
 FH1272
 FH1272.The orthometric height was determined by differential leveling and
 FH1272.adjusted by the NATIONAL GEODETIC SURVEY
 FH1272.in August 1994.
 FH1272
 FH1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1272.GEOID18 height accuracy estimate available here.
 FH1272
 FH1272.Click photographs - Photos may exist for this station.
 FH1272
 FH1272.The dynamic height is computed by dividing the NAVD 88
 FH1272.geopotential number by the normal gravity value computed on the
 FH1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1272.degrees latitude (g = 980.6199 gals.).
 FH1272
 FH1272.The modeled gravity was interpolated from observed gravity values.
 FH1272
 FH1272;                    North         East    Units  Estimated Accuracy
 FH1272;SPC OK N     -   102,029.3     788,820.9     MT  (+/- 3 meters HH1 GPS) 
 FH1272
 FH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3753376902(NAD 83)
 FH1272
 FH1272                          SUPERSEDED SURVEY CONTROL
 FH1272
 FH1272.No superseded survey control is available for this station.
 FH1272
 FH1272_MARKER: F = FLANGE-ENCASED ROD
 FH1272_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1272+WITH SETTING: INFORMATION.
 FH1272_STAMPING: M 219 1994
 FH1272_MARK LOGO: NGS
 FH1272_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1272+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2010
 FH1272
 FH1272  HISTORY     - Date     Condition        Report By
 FH1272  HISTORY     - 1994     MONUMENTED       NGS
 FH1272  HISTORY     - 20100618 GOOD             AIRDAT
 FH1272  HISTORY     - 20161130 POOR             OKDOT
 FH1272
 FH1272                          STATION DESCRIPTION
 FH1272
 FH1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1272'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1272'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1272'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1272'THENCE 1.9 KM (1.20 MI) WESTERLY ALONG EAST 181ST STREET SOUTH, A META
 FH1272'ROD DRIVEN 3.0 METERS AND FLUSH WITH THE GROUND, 12.2
 FH1272'M (40.0 FT) NORTH OF AND LEVEL WITH THE STREET CENTERLINE, 7.9 M
 FH1272'(25.9 FT) WEST OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) SOUTHWEST
 FH1272'OF A T-FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND
 FH1272'FENCE, AND 0.3 M (1.0 FT) WEST OF THE EXTENDED CENTER OF SHERIDAN
 FH1272'ROAD SOUTH. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FH1272'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FH1272
 FH1272                          STATION RECOVERY (2010)
 FH1272
 FH1272'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 FH1272'RECOVERED IN GOOD CONDITION.
 FH1272
 FH1272                          STATION RECOVERY (2016)
 FH1272
 FH1272'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 FH1272'THE STEEL ROD IS STILL EASILY ACCESSIBLE AND PROBABLY IS STILL
 FH1272'ACCURATE FOR ELEVATION. THE LOGO CAP IS MISSING. THE CYLINDER AND
 FH1272'CONCRETE APRON APPEAR TO HAVE BEEN RUN OVER BY HEAVY EQUIPMENT AND
 FH1272'HAVE BEEN PUSHED DOWN BELOW THE TOP OF THE ROD. THE CYLINDER HAS ALSO
 FH1272'PUSHED OVER AND IS TOUCHING THE ROD POSSIBLY TO THE POINT THAT THE ROD
 FH1272'HAS BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9278 ***********************************************************************
 AC9278  DESIGNATION -  M 220
 AC9278  PID         -  AC9278
 AC9278  STATE/COUNTY-  OK/SEQUOYAH
 AC9278  COUNTRY     -  US
 AC9278  USGS QUAD   -  SALLISAW (2019)
 AC9278
 AC9278                         *CURRENT SURVEY CONTROL
 AC9278  ______________________________________________________________________
 AC9278* NAD 83(1986) POSITION- 35 24 25.     (N) 094 48 17.     (W)   SCALED
 AC9278* NAVD 88 ORTHO HEIGHT -   159.295 (meters)      522.62  (feet) ADJUSTED
 AC9278  ______________________________________________________________________
 AC9278  GEOID HEIGHT    -        -30.177 (meters)                     GEOID18
 AC9278  DYNAMIC HEIGHT  -        159.145 (meters)      522.13  (feet) COMP
 AC9278  MODELED GRAVITY -    979,691.4   (mgal)                       NAVD 88
 AC9278
 AC9278  VERT ORDER      -  FIRST     CLASS II
 AC9278
 AC9278.The horizontal coordinates were scaled from a map and have
 AC9278.an estimated accuracy of +/- 6 seconds.
 AC9278
 AC9278.The orthometric height was determined by differential leveling and
 AC9278.adjusted by the NATIONAL GEODETIC SURVEY
 AC9278.in July 2002.
 AC9278
 AC9278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9278.GEOID18 height accuracy estimate available here.
 AC9278
 AC9278.Click photographs - Photos may exist for this station.
 AC9278
 AC9278.The dynamic height is computed by dividing the NAVD 88
 AC9278.geopotential number by the normal gravity value computed on the
 AC9278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9278.degrees latitude (g = 980.6199 gals.).
 AC9278
 AC9278.The modeled gravity was interpolated from observed gravity values.
 AC9278
 AC9278;                    North         East    Units  Estimated Accuracy
 AC9278;SPC OK N     -    49,930.      890,200.      MT  (+/- 180 meters Scaled)
 AC9278
 AC9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV361196(NAD 83)
 AC9278
 AC9278                          SUPERSEDED SURVEY CONTROL
 AC9278
 AC9278.No superseded survey control is available for this station.
 AC9278
 AC9278_MARKER: I = METAL ROD
 AC9278_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9278_STAMPING: M 220 1997
 AC9278_MARK LOGO: NGS
 AC9278_PROJECTION: FLUSH
 AC9278_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9278+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9278_ROD/PIPE-DEPTH: 4.6 meters
 AC9278_SLEEVE-DEPTH  : 0.9 meters
 AC9278
 AC9278  HISTORY     - Date     Condition        Report By
 AC9278  HISTORY     - 1997     MONUMENTED       NGS
 AC9278
 AC9278                          STATION DESCRIPTION
 AC9278
 AC9278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9278'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION OF
 AC9278'INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , 69.8 M (229.0 FT) NORTH
 AC9278'OF THE NORTHWEST CORNER OF THE WILD HORSE MOUNTAIN BAR-B-Q, 22.4 M
 AC9278'(73.5 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 9.7 M
 AC9278'(31.8 FT) EAST OF THE CENTER OF A DRIVEWAY, 8.6 M (28.2 FT) SOUTH OF
 AC9278'THE WEST LEG OF A SIGN (WILD HORSE MOUNTAIN BAR-B-Q) , AND 0.6 M (2.0
 AC9278'FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9278'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9278'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9210 ***********************************************************************
 AC9210  DESIGNATION -  M 221
 AC9210  PID         -  AC9210
 AC9210  STATE/COUNTY-  OK/GRANT
 AC9210  COUNTRY     -  US
 AC9210  USGS QUAD   -  DEER CREEK (2018)
 AC9210
 AC9210                         *CURRENT SURVEY CONTROL
 AC9210  ______________________________________________________________________
 AC9210* NAD 83(1986) POSITION- 36 47 46.     (N) 097 30 09.     (W)   SCALED
 AC9210* NAVD 88 ORTHO HEIGHT -   320.046 (meters)     1050.02  (feet) ADJUSTED
 AC9210  ______________________________________________________________________
 AC9210  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 AC9210  DYNAMIC HEIGHT  -        319.775 (meters)     1049.13  (feet) COMP
 AC9210  MODELED GRAVITY -    979,777.1   (mgal)                       NAVD 88
 AC9210
 AC9210  VERT ORDER      -  SECOND    CLASS I
 AC9210
 AC9210.The horizontal coordinates were scaled from a map and have
 AC9210.an estimated accuracy of +/- 6 seconds.
 AC9210
 AC9210.The orthometric height was determined by differential leveling and
 AC9210.adjusted by the NATIONAL GEODETIC SURVEY
 AC9210.in July 2002.
 AC9210
 AC9210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9210.GEOID18 height accuracy estimate available here.
 AC9210
 AC9210.Click photographs - Photos may exist for this station.
 AC9210
 AC9210.The dynamic height is computed by dividing the NAVD 88
 AC9210.geopotential number by the normal gravity value computed on the
 AC9210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9210.degrees latitude (g = 980.6199 gals.).
 AC9210
 AC9210.The modeled gravity was interpolated from observed gravity values.
 AC9210
 AC9210;                    North         East    Units  Estimated Accuracy
 AC9210;SPC OK N     -   199,410.      644,400.      MT  (+/- 180 meters Scaled)
 AC9210
 AC9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF336733(NAD 83)
 AC9210
 AC9210                          SUPERSEDED SURVEY CONTROL
 AC9210
 AC9210.No superseded survey control is available for this station.
 AC9210
 AC9210_MARKER: I = METAL ROD
 AC9210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9210_STAMPING: M 221 1997
 AC9210_MARK LOGO: NGS
 AC9210_PROJECTION: FLUSH
 AC9210_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9210+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9210_ROD/PIPE-DEPTH: 6.9 meters
 AC9210_SLEEVE-DEPTH  : 0.9 meters
 AC9210
 AC9210  HISTORY     - Date     Condition        Report By
 AC9210  HISTORY     - 1997     MONUMENTED       NGS
 AC9210
 AC9210                          STATION DESCRIPTION
 AC9210
 AC9210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9210'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AC9210'NARDIN, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG A PAVED AND GRAVELED
 AC9210'ROAD, THENCE 5.1 KM (3.15 MI) WESTERLY ALONG A GRAVELED ROAD, 9.5 M
 AC9210'(31.2 FT) EAST OF THE ROAD CENTER, 3.5 M (11.5 FT) EAST OF A FENCE
 AC9210'CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0
 AC9210'FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9210'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9210'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0318 ***********************************************************************
 GL0318  DESIGNATION -  M 23
 GL0318  PID         -  GL0318
 GL0318  STATE/COUNTY-  OK/CIMARRON
 GL0318  COUNTRY     -  US
 GL0318  USGS QUAD   -  BOISE CITY (2018)
 GL0318
 GL0318                         *CURRENT SURVEY CONTROL
 GL0318  ______________________________________________________________________
 GL0318* NAD 83(1986) POSITION- 36 38 04.     (N) 102 33 12.     (W)   SCALED
 GL0318* NAVD 88 ORTHO HEIGHT -  1285.713 (meters)     4218.21  (feet) ADJUSTED
 GL0318  ______________________________________________________________________
 GL0318  GEOID HEIGHT    -        -23.728 (meters)                     GEOID18
 GL0318  DYNAMIC HEIGHT  -       1284.291 (meters)     4213.54  (feet) COMP
 GL0318  MODELED GRAVITY -    979,480.7   (mgal)                       NAVD 88
 GL0318
 GL0318  VERT ORDER      -  FIRST     CLASS II
 GL0318
 GL0318.The horizontal coordinates were scaled from a map and have
 GL0318.an estimated accuracy of +/- 6 seconds.
 GL0318
 GL0318.The orthometric height was determined by differential leveling and
 GL0318.adjusted by the NATIONAL GEODETIC SURVEY
 GL0318.in June 1991.
 GL0318
 GL0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0318.GEOID18 height accuracy estimate available here.
 GL0318
 GL0318.Click photographs - Photos may exist for this station.
 GL0318
 GL0318.The dynamic height is computed by dividing the NAVD 88
 GL0318.geopotential number by the normal gravity value computed on the
 GL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0318.degrees latitude (g = 980.6199 gals.).
 GL0318
 GL0318.The modeled gravity was interpolated from observed gravity values.
 GL0318
 GL0318;                    North         East    Units  Estimated Accuracy
 GL0318;SPC OK N     -   190,900.      192,930.      MT  (+/- 180 meters Scaled)
 GL0318
 GL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA187571(NAD 83)
 GL0318
 GL0318                          SUPERSEDED SURVEY CONTROL
 GL0318
 GL0318.No superseded survey control is available for this station.
 GL0318
 GL0318_MARKER: DB = BENCH MARK DISK
 GL0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0318_STAMPING: M 23 1933
 GL0318_MARK LOGO: CGS
 GL0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0318+STABILITY: SURFACE MOTION
 GL0318
 GL0318  HISTORY     - Date     Condition        Report By
 GL0318  HISTORY     - 1933     MONUMENTED       CGS
 GL0318  HISTORY     - 1934     GOOD             CGS
 GL0318  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0318
 GL0318                          STATION DESCRIPTION
 GL0318
 GL0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0318'8.8 MI S FROM BOISE CITY.
 GL0318'8.8 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0318'HIGHWAY NO. 38.  50 FT. WEST OF THE CENTER LINE OF THE HIGHWAY 12 FT.
 GL0318'NORTH OF A PRIVATE FARM ROAD RUNNING WEST.
 GL0318
 GL0318                          STATION RECOVERY (1985)
 GL0318
 GL0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0318'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0289 ***********************************************************************
 FK0289  DESIGNATION -  M 25
 FK0289  PID         -  FK0289
 FK0289  STATE/COUNTY-  OK/CUSTER
 FK0289  COUNTRY     -  US
 FK0289  USGS QUAD   -  MCCLURE (2018)
 FK0289
 FK0289                         *CURRENT SURVEY CONTROL
 FK0289  ______________________________________________________________________
 FK0289* NAD 83(1986) POSITION- 35 41 49.     (N) 099 19 51.     (W)   SCALED
 FK0289* NAVD 88 ORTHO HEIGHT -   515.752 (meters)     1692.10  (feet) ADJUSTED
 FK0289  ______________________________________________________________________
 FK0289  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 FK0289  DYNAMIC HEIGHT  -        515.225 (meters)     1690.37  (feet) COMP
 FK0289  MODELED GRAVITY -    979,595.5   (mgal)                       NAVD 88
 FK0289
 FK0289  VERT ORDER      -  SECOND    CLASS 0
 FK0289
 FK0289.The horizontal coordinates were scaled from a map and have
 FK0289.an estimated accuracy of +/- 6 seconds.
 FK0289
 FK0289.The orthometric height was determined by differential leveling and
 FK0289.adjusted by the NATIONAL GEODETIC SURVEY
 FK0289.in June 1991.
 FK0289
 FK0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0289.GEOID18 height accuracy estimate available here.
 FK0289
 FK0289.Click photographs - Photos may exist for this station.
 FK0289
 FK0289.The dynamic height is computed by dividing the NAVD 88
 FK0289.geopotential number by the normal gravity value computed on the
 FK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0289.degrees latitude (g = 980.6199 gals.).
 FK0289
 FK0289.The modeled gravity was interpolated from observed gravity values.
 FK0289
 FK0289;                    North         East    Units  Estimated Accuracy
 FK0289;SPC OK N     -    78,150.      479,560.      MT  (+/- 180 meters Scaled)
 FK0289
 FK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME700503(NAD 83)
 FK0289
 FK0289                          SUPERSEDED SURVEY CONTROL
 FK0289
 FK0289  NGVD 29 (??/??/92)  515.499  (m)         1691.27   (f) ADJ UNCH    2 0
 FK0289
 FK0289.Superseded values are not recommended for survey control.
 FK0289
 FK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0289.See file dsdata.pdf to determine how the superseded data were derived.
 FK0289
 FK0289_MARKER: DB = BENCH MARK DISK
 FK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0289_STAMPING: M 25 1934
 FK0289_MARK LOGO: CGS
 FK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0289+STABILITY: SURFACE MOTION
 FK0289
 FK0289  HISTORY     - Date     Condition        Report By
 FK0289  HISTORY     - 1934     MONUMENTED       CGS
 FK0289  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0289
 FK0289                          STATION DESCRIPTION
 FK0289
 FK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0289'3.4 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0289'FROM THE STATION AT MOOREWOOD, CUSTER COUNTY, 0.3 MILE SOUTHEAST
 FK0289'OF MILEPOST 159, AT A SECTION-LINE ROAD CROSSING, 54 FEET
 FK0289'EAST OF THE EAST RAIL, 23 FEET NORTH OF THE CENTERLINE OF THE
 FK0289'ROAD, 19 FEET EAST OF THE RAILROAD RIGHT-OF-WAY LINE, AND AT
 FK0289'THE ROAD RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED M 25 1934
 FK0289'AND SET IN THE TOP OF A CONCRETE POST.
 FK0289
 FK0289                          STATION RECOVERY (1986)
 FK0289
 FK0289'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0442 ***********************************************************************
 FK0442  DESIGNATION -  M 26
 FK0442  PID         -  FK0442
 FK0442  STATE/COUNTY-  OK/BECKHAM
 FK0442  COUNTRY     -  US
 FK0442  USGS QUAD   -  CARTER WEST (2018)
 FK0442
 FK0442                         *CURRENT SURVEY CONTROL
 FK0442  ______________________________________________________________________
 FK0442* NAD 83(1986) POSITION- 35 09 41.     (N) 099 30 24.     (W)   SCALED
 FK0442* NAVD 88 ORTHO HEIGHT -   514.708 (meters)     1688.67  (feet) ADJUSTED
 FK0442  ______________________________________________________________________
 FK0442  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 FK0442  DYNAMIC HEIGHT  -        514.190 (meters)     1686.97  (feet) COMP
 FK0442  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 FK0442
 FK0442  VERT ORDER      -  SECOND    CLASS 0
 FK0442
 FK0442.The horizontal coordinates were scaled from a map and have
 FK0442.an estimated accuracy of +/- 6 seconds.
 FK0442
 FK0442.The orthometric height was determined by differential leveling and
 FK0442.adjusted by the NATIONAL GEODETIC SURVEY
 FK0442.in June 1991.
 FK0442
 FK0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0442.GEOID18 height accuracy estimate available here.
 FK0442
 FK0442.Click photographs - Photos may exist for this station.
 FK0442
 FK0442.The dynamic height is computed by dividing the NAVD 88
 FK0442.geopotential number by the normal gravity value computed on the
 FK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0442.degrees latitude (g = 980.6199 gals.).
 FK0442
 FK0442.The modeled gravity was interpolated from observed gravity values.
 FK0442
 FK0442;                    North         East    Units  Estimated Accuracy
 FK0442;SPC OK S     -   203,800.      462,740.      MT  (+/- 180 meters Scaled)
 FK0442
 FK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD538910(NAD 83)
 FK0442
 FK0442                          SUPERSEDED SURVEY CONTROL
 FK0442
 FK0442  NGVD 29 (??/??/92)  514.505  (m)         1688.01   (f) ADJ UNCH    2 0
 FK0442
 FK0442.Superseded values are not recommended for survey control.
 FK0442
 FK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0442.See file dsdata.pdf to determine how the superseded data were derived.
 FK0442
 FK0442_MARKER: DB = BENCH MARK DISK
 FK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0442_STAMPING: M 26 1934
 FK0442_MARK LOGO: CGS
 FK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0442+STABILITY: SURFACE MOTION
 FK0442
 FK0442  HISTORY     - Date     Condition        Report By
 FK0442  HISTORY     - 1934     MONUMENTED       CGS
 FK0442  HISTORY     - 20230105 MARK NOT FOUND   SURVSO
 FK0442
 FK0442                          STATION DESCRIPTION
 FK0442
 FK0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0442'4.1 MI S FROM CARTER.
 FK0442'4.1 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0442'THE STATION AT CARTER, BECKHAM COUNTY, 0.2 MILE SOUTH OF MILEPOST
 FK0442'116, 250 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 34, 56 FEET
 FK0442'EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 FK0442'A STANDARD DISK, STAMPED M 26 1934 AND SET IN THE TOP OF A
 FK0442'CONCRETE POST.
 FK0442
 FK0442                          STATION RECOVERY (2023)
 FK0442
 FK0442'RECOVERY NOTE BY SURVEY SOLUTIONS INC 2023 (RT)
 FK0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0264 ***********************************************************************
 EM0264  DESIGNATION -  M 27
 EM0264  PID         -  EM0264
 EM0264  STATE/COUNTY-  OK/JACKSON
 EM0264  COUNTRY     -  US
 EM0264  USGS QUAD   -  ALTUS (2018)
 EM0264
 EM0264                         *CURRENT SURVEY CONTROL
 EM0264  ______________________________________________________________________
 EM0264* NAD 83(1986) POSITION- 34 38 15.18   (N) 099 20 07.77   (W)   HD_HELD1
 EM0264* NAVD 88 ORTHO HEIGHT -   426.307 (meters)     1398.64  (feet) ADJUSTED
 EM0264  ______________________________________________________________________
 EM0264  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 EM0264  DYNAMIC HEIGHT  -        425.852 (meters)     1397.15  (feet) COMP
 EM0264  MODELED GRAVITY -    979,554.9   (mgal)                       NAVD 88
 EM0264
 EM0264  VERT ORDER      -  SECOND    CLASS 0
 EM0264
 EM0264.The horizontal coordinates were determined by differentially corrected
 EM0264.hand held GPS observations or other comparable positioning techniques
 EM0264.and have an estimated accuracy of +/- 3 meters.
 EM0264
 EM0264.The orthometric height was determined by differential leveling and
 EM0264.adjusted by the NATIONAL GEODETIC SURVEY
 EM0264.in June 1991.
 EM0264
 EM0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0264.GEOID18 height accuracy estimate available here.
 EM0264
 EM0264.Click photographs - Photos may exist for this station.
 EM0264
 EM0264.The dynamic height is computed by dividing the NAVD 88
 EM0264.geopotential number by the normal gravity value computed on the
 EM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0264.degrees latitude (g = 980.6199 gals.).
 EM0264
 EM0264.The modeled gravity was interpolated from observed gravity values.
 EM0264
 EM0264;                    North         East    Units  Estimated Accuracy
 EM0264;SPC OK S     -   145,478.1     477,561.6     MT  (+/- 3 meters HH1 GPS) 
 EM0264
 EM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6925132901(NAD 83)
 EM0264
 EM0264                          SUPERSEDED SURVEY CONTROL
 EM0264
 EM0264  NGVD 29 (??/??/92)  426.115  (m)         1398.01   (f) ADJ UNCH    2 0
 EM0264
 EM0264.Superseded values are not recommended for survey control.
 EM0264
 EM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0264.See file dsdata.pdf to determine how the superseded data were derived.
 EM0264
 EM0264_MARKER: DB = BENCH MARK DISK
 EM0264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0264_SP_SET: BANISTER
 EM0264_STAMPING: M 27 1934 1393.012
 EM0264_MARK LOGO: CGS
 EM0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0264+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2016
 EM0264
 EM0264  HISTORY     - Date     Condition        Report By
 EM0264  HISTORY     - 1934     MONUMENTED       CGS
 EM0264  HISTORY     - 1939     GOOD             CGS
 EM0264  HISTORY     - 20091010 GOOD             INDIV
 EM0264  HISTORY     - 20160227 GOOD             GEOCAC
 EM0264
 EM0264                          STATION DESCRIPTION
 EM0264
 EM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EM0264'IN ALTUS.
 EM0264'AT ALTUS, JACKSON COUNTY, AT THE SOUTHWEST CORNER OF BROADWAY AND
 EM0264'HUDSON STREETS, AT THE FEDERAL BUILDING, IN THE TOP OF THE NORTH
 EM0264'CONCRETE BANISTER OF THE STEPS LEADING TO THE MAIN ENTRANCE, AND 2-1/2
 EM0264'FEET WEST OF A LIGHT POST. A STANDARD DISK, STAMPED M 27 1934
 EM0264'1393.012.
 EM0264
 EM0264                          STATION RECOVERY (2009)
 EM0264
 EM0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 EM0264'RECOVERED IN GOOD CONDITION,THE LIGHT POST LOCATED 2 1/2' EAST OF
 EM0264'MONUMENT HAS BEEN REMOVED
 EM0264
 EM0264                          STATION RECOVERY (2016)
 EM0264
 EM0264'RECOVERY NOTE BY GEOCACHING 2016 (MFM)
 EM0264'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0154 ***********************************************************************
 FK0154  DESIGNATION -  M 28
 FK0154  PID         -  FK0154
 FK0154  STATE/COUNTY-  OK/WASHITA
 FK0154  COUNTRY     -  US
 FK0154  USGS QUAD   -  CORDELL (2018)
 FK0154
 FK0154                         *CURRENT SURVEY CONTROL
 FK0154  ______________________________________________________________________
 FK0154* NAD 83(1986) POSITION- 35 17 33.06   (N) 098 59 22.92   (W)   HD_HELD1
 FK0154* NAVD 88 ORTHO HEIGHT -   477.330 (meters)     1566.04  (feet) ADJUSTED
 FK0154  ______________________________________________________________________
 FK0154  GEOID HEIGHT    -        -26.837 (meters)                     GEOID18
 FK0154  DYNAMIC HEIGHT  -        476.847 (meters)     1564.46  (feet) COMP
 FK0154  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 FK0154
 FK0154  VERT ORDER      -  SECOND    CLASS 0
 FK0154
 FK0154.The horizontal coordinates were determined by differentially corrected
 FK0154.hand held GPS observations or other comparable positioning techniques
 FK0154.and have an estimated accuracy of +/- 3 meters.
 FK0154
 FK0154.The orthometric height was determined by differential leveling and
 FK0154.adjusted by the NATIONAL GEODETIC SURVEY
 FK0154.in June 1991.
 FK0154
 FK0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0154.GEOID18 height accuracy estimate available here.
 FK0154
 FK0154.Click photographs - Photos may exist for this station.
 FK0154
 FK0154.The dynamic height is computed by dividing the NAVD 88
 FK0154.geopotential number by the normal gravity value computed on the
 FK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0154.degrees latitude (g = 980.6199 gals.).
 FK0154
 FK0154.The modeled gravity was interpolated from observed gravity values.
 FK0154
 FK0154;                    North         East    Units  Estimated Accuracy
 FK0154;SPC OK S     -   217,768.8     509,975.1     MT  (+/- 3 meters HH1 GPS) 
 FK0154
 FK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0093605482(NAD 83)
 FK0154
 FK0154                          SUPERSEDED SURVEY CONTROL
 FK0154
 FK0154  NGVD 29 (??/??/92)  477.122  (m)         1565.36   (f) ADJ UNCH    2 0
 FK0154
 FK0154.Superseded values are not recommended for survey control.
 FK0154
 FK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0154.See file dsdata.pdf to determine how the superseded data were derived.
 FK0154
 FK0154_MARKER: DB = BENCH MARK DISK
 FK0154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0154_SP_SET: BUILDING ENTRANCE
 FK0154_STAMPING: M 28 1934
 FK0154_MARK LOGO: CGS
 FK0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0154
 FK0154  HISTORY     - Date     Condition        Report By
 FK0154  HISTORY     - 1934     MONUMENTED       CGS
 FK0154  HISTORY     - 1937     GOOD             CGS
 FK0154  HISTORY     - 1985     GOOD             DMA
 FK0154
 FK0154                          STATION DESCRIPTION
 FK0154
 FK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0154'AT CORDELL.
 FK0154'AT CORDELL, ONE BLOCK NORTH OF THE COURTHOUSE, AT THE PUBLIC
 FK0154'LIBRARY, IN THE SOUTH CONCRETE ENTRANCE, LEVEL WITH THE TOP
 FK0154'STEP, AND 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 FK0154'M 28 1934.
 FK0154
 FK0154                          STATION RECOVERY (1985)
 FK0154
 FK0154'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0215 ***********************************************************************
 EM0215  DESIGNATION -  M 29
 EM0215  PID         -  EM0215
 EM0215  STATE/COUNTY-  OK/KIOWA
 EM0215  COUNTRY     -  US
 EM0215  USGS QUAD   -  ROOSEVELT (2018)
 EM0215
 EM0215                         *CURRENT SURVEY CONTROL
 EM0215  ______________________________________________________________________
 EM0215* NAD 83(1986) POSITION- 34 51 03.     (N) 099 01 18.     (W)   SCALED
 EM0215* NAVD 88 ORTHO HEIGHT -   445.880 (meters)     1462.86  (feet) ADJUSTED
 EM0215  ______________________________________________________________________
 EM0215  GEOID HEIGHT    -        -25.536 (meters)                     GEOID18
 EM0215  DYNAMIC HEIGHT  -        445.441 (meters)     1461.42  (feet) COMP
 EM0215  MODELED GRAVITY -    979,635.1   (mgal)                       NAVD 88
 EM0215
 EM0215  VERT ORDER      -  SECOND    CLASS 0
 EM0215
 EM0215.The horizontal coordinates were scaled from a map and have
 EM0215.an estimated accuracy of +/- 6 seconds.
 EM0215
 EM0215.The orthometric height was determined by differential leveling and
 EM0215.adjusted by the NATIONAL GEODETIC SURVEY
 EM0215.in June 1991.
 EM0215
 EM0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0215.GEOID18 height accuracy estimate available here.
 EM0215
 EM0215.Click photographs - Photos may exist for this station.
 EM0215
 EM0215.The dynamic height is computed by dividing the NAVD 88
 EM0215.geopotential number by the normal gravity value computed on the
 EM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0215.degrees latitude (g = 980.6199 gals.).
 EM0215
 EM0215.The modeled gravity was interpolated from observed gravity values.
 EM0215
 EM0215;                    North         East    Units  Estimated Accuracy
 EM0215;SPC OK S     -   168,800.      506,570.      MT  (+/- 180 meters Scaled)
 EM0215
 EM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD980565(NAD 83)
 EM0215
 EM0215                          SUPERSEDED SURVEY CONTROL
 EM0215
 EM0215  NGVD 29 (??/??/92)  445.727  (m)         1462.36   (f) ADJ UNCH    2 0
 EM0215
 EM0215.Superseded values are not recommended for survey control.
 EM0215
 EM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0215.See file dsdata.pdf to determine how the superseded data were derived.
 EM0215
 EM0215_MARKER: DB = BENCH MARK DISK
 EM0215_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0215_SP_SET: STEP
 EM0215_STAMPING: M 29 1934
 EM0215_MARK LOGO: CGS
 EM0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0215
 EM0215  HISTORY     - Date     Condition        Report By
 EM0215  HISTORY     - 1934     MONUMENTED       CGS
 EM0215  HISTORY     - 1963     GOOD             CGS
 EM0215  HISTORY     - 19960515 GOOD             OKDOT
 EM0215
 EM0215                          STATION DESCRIPTION
 EM0215
 EM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0215'IN ROOSEVELT.
 EM0215'AT ROOSEVELT, ABOUT 0.2 MILE EAST OF THE RAILROAD, IN THE NORTHWEST
 EM0215'ANGLE OF THE INTERSECTION OF MAIN AND TIFFANY STREETS, IN THE EAST
 EM0215'FRONT ENTRANCE TO THE SECURITY BANK BUILDING FACING EAST TOWARDS US
 EM0215'HIGHWAY 183 AND ON THE SOUTH SIDE OF THE DOOR IN THE TOP STEP.  A
 EM0215'STANDARD DISK IN DRILL HOLE, STAMPED M 29 1934.
 EM0215
 EM0215                          STATION RECOVERY (1996)
 EM0215
 EM0215'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0215'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0319 ***********************************************************************
 FK0319  DESIGNATION -  M 3
 FK0319  PID         -  FK0319
 FK0319  STATE/COUNTY-  OK/WASHITA
 FK0319  COUNTRY     -  US
 FK0319  USGS QUAD   -  CANUTE (2018)
 FK0319
 FK0319                         *CURRENT SURVEY CONTROL
 FK0319  ______________________________________________________________________
 FK0319* NAD 83(1986) POSITION- 35 25 28.     (N) 099 17 05.     (W)   SCALED
 FK0319* NAVD 88 ORTHO HEIGHT -   580.353 (meters)     1904.04  (feet) ADJUSTED
 FK0319  ______________________________________________________________________
 FK0319  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 FK0319  DYNAMIC HEIGHT  -        579.752 (meters)     1902.07  (feet) COMP
 FK0319  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 FK0319
 FK0319  VERT ORDER      -  FIRST     CLASS II
 FK0319
 FK0319.The horizontal coordinates were scaled from a map and have
 FK0319.an estimated accuracy of +/- 6 seconds.
 FK0319
 FK0319.The orthometric height was determined by differential leveling and
 FK0319.adjusted by the NATIONAL GEODETIC SURVEY
 FK0319.in June 1991.
 FK0319
 FK0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0319.GEOID18 height accuracy estimate available here.
 FK0319
 FK0319.Click photographs - Photos may exist for this station.
 FK0319
 FK0319.The dynamic height is computed by dividing the NAVD 88
 FK0319.geopotential number by the normal gravity value computed on the
 FK0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0319.degrees latitude (g = 980.6199 gals.).
 FK0319
 FK0319.The modeled gravity was interpolated from observed gravity values.
 FK0319
 FK0319;                    North         East    Units  Estimated Accuracy
 FK0319;SPC OK S     -   232,710.      483,330.      MT  (+/- 180 meters Scaled)
 FK0319
 FK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME741201(NAD 83)
 FK0319
 FK0319                          SUPERSEDED SURVEY CONTROL
 FK0319
 FK0319  NGVD 29 (??/??/92)  580.107  (m)         1903.23   (f) ADJ UNCH    1 2
 FK0319
 FK0319.Superseded values are not recommended for survey control.
 FK0319
 FK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0319.See file dsdata.pdf to determine how the superseded data were derived.
 FK0319
 FK0319_MARKER: P = PIPE CAP
 FK0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0319_STAMPING: 1903.234
 FK0319_MARK LOGO: CGS
 FK0319_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0319
 FK0319  HISTORY     - Date     Condition        Report By
 FK0319  HISTORY     - 1909     MONUMENTED       CGS
 FK0319  HISTORY     - 1953     GOOD             CGS
 FK0319  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0319
 FK0319                          STATION DESCRIPTION
 FK0319
 FK0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0319'AT CANUTE.
 FK0319'AT CANUTE, 176 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FK0319'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 2.5 FEET
 FK0319'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SCREWED ON THE
 FK0319'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE
 FK0319'GROUND.
 FK0319
 FK0319                          STATION RECOVERY (1986)
 FK0319
 FK0319'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0191 ***********************************************************************
 EM0191  DESIGNATION -  M 30
 EM0191  PID         -  EM0191
 EM0191  STATE/COUNTY-  OK/GREER
 EM0191  COUNTRY     -  US
 EM0191  USGS QUAD   -  GRANITE (2018)
 EM0191
 EM0191                         *CURRENT SURVEY CONTROL
 EM0191  ______________________________________________________________________
 EM0191* NAD 83(1986) POSITION- 34 57 44.     (N) 099 22 50.     (W)   SCALED
 EM0191* NAVD 88 ORTHO HEIGHT -   493.457 (meters)     1618.95  (feet) ADJUSTED
 EM0191  ______________________________________________________________________
 EM0191  GEOID HEIGHT    -        -25.825 (meters)                     GEOID18
 EM0191  DYNAMIC HEIGHT  -        492.974 (meters)     1617.37  (feet) COMP
 EM0191  MODELED GRAVITY -    979,639.1   (mgal)                       NAVD 88
 EM0191
 EM0191  VERT ORDER      -  SECOND    CLASS 0
 EM0191
 EM0191.The horizontal coordinates were scaled from a map and have
 EM0191.an estimated accuracy of +/- 6 seconds.
 EM0191
 EM0191.The orthometric height was determined by differential leveling and
 EM0191.adjusted by the NATIONAL GEODETIC SURVEY
 EM0191.in June 1991.
 EM0191
 EM0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0191.GEOID18 height accuracy estimate available here.
 EM0191
 EM0191.Click photographs - Photos may exist for this station.
 EM0191
 EM0191.The dynamic height is computed by dividing the NAVD 88
 EM0191.geopotential number by the normal gravity value computed on the
 EM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0191.degrees latitude (g = 980.6199 gals.).
 EM0191
 EM0191.The modeled gravity was interpolated from observed gravity values.
 EM0191
 EM0191;                    North         East    Units  Estimated Accuracy
 EM0191;SPC OK S     -   181,550.      473,920.      MT  (+/- 180 meters Scaled)
 EM0191
 EM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD652689(NAD 83)
 EM0191
 EM0191                          SUPERSEDED SURVEY CONTROL
 EM0191
 EM0191  NGVD 29 (??/??/92)  493.292  (m)         1618.41   (f) ADJ UNCH    2 0
 EM0191
 EM0191.Superseded values are not recommended for survey control.
 EM0191
 EM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0191.See file dsdata.pdf to determine how the superseded data were derived.
 EM0191
 EM0191_MARKER: DB = BENCH MARK DISK
 EM0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0191_SP_SET: BUILDING
 EM0191_STAMPING: M 30 1934
 EM0191_MARK LOGO: CGS
 EM0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0191
 EM0191  HISTORY     - Date     Condition        Report By
 EM0191  HISTORY     - 1934     MONUMENTED       CGS
 EM0191  HISTORY     - 1963     GOOD             CGS
 EM0191
 EM0191                          STATION DESCRIPTION
 EM0191
 EM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0191'IN GRANITE.
 EM0191'AT GRANITE, GREER COUNTY, 4 BLOCKS NORTH OF THE CHICAGO, ROCK ISLAND
 EM0191'AND PACIFIC RAILROAD STATION, AT THE POST OFFICE, IN THE NORTHEAST
 EM0191'CORNER OF THE BRICK WALL, AND 5 FEET ABOVE THE GROUND.  A STANDARD
 EM0191'DISK, STAMPED M 30 1934 AND SET VERTICALLY.  NOTE-- A NEW POST OFFICE
 EM0191'HAS BEEN BUILT AT A NEW LOCATION.  MARK IS IN BUILDING OWNED BY MR. J.
 EM0191'B. RESER AND USED AS A STORAGE ROOM.
 EM0191
 EM0191                          STATION RECOVERY (1963)
 EM0191
 EM0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0301 ***********************************************************************
 GJ0301  DESIGNATION -  M 32
 GJ0301  PID         -  GJ0301
 GJ0301  STATE/COUNTY-  OK/ELLIS
 GJ0301  COUNTRY     -  US
 GJ0301  USGS QUAD   -  GAGE (2018)
 GJ0301
 GJ0301                         *CURRENT SURVEY CONTROL
 GJ0301  ______________________________________________________________________
 GJ0301* NAD 83(1986) POSITION- 36 18 51.     (N) 099 46 04.     (W)   SCALED
 GJ0301* NAVD 88 ORTHO HEIGHT -   654.750 (meters)     2148.13  (feet) ADJUSTED
 GJ0301  ______________________________________________________________________
 GJ0301  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0301  DYNAMIC HEIGHT  -        654.094 (meters)     2145.97  (feet) COMP
 GJ0301  MODELED GRAVITY -    979,609.3   (mgal)                       NAVD 88
 GJ0301
 GJ0301  VERT ORDER      -  FIRST     CLASS II
 GJ0301
 GJ0301.The horizontal coordinates were scaled from a map and have
 GJ0301.an estimated accuracy of +/- 6 seconds.
 GJ0301
 GJ0301.The orthometric height was determined by differential leveling and
 GJ0301.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0301.in June 1991.
 GJ0301
 GJ0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0301.GEOID18 height accuracy estimate available here.
 GJ0301
 GJ0301.Click photographs - Photos may exist for this station.
 GJ0301
 GJ0301.The dynamic height is computed by dividing the NAVD 88
 GJ0301.geopotential number by the normal gravity value computed on the
 GJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0301.degrees latitude (g = 980.6199 gals.).
 GJ0301
 GJ0301.The modeled gravity was interpolated from observed gravity values.
 GJ0301
 GJ0301;                    North         East    Units  Estimated Accuracy
 GJ0301;SPC OK N     -   147,260.      441,260.      MT  (+/- 180 meters Scaled)
 GJ0301
 GJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF310190(NAD 83)
 GJ0301
 GJ0301                          SUPERSEDED SURVEY CONTROL
 GJ0301
 GJ0301  NGVD 29 (??/??/92)  654.462  (m)         2147.18   (f) ADJ UNCH    1 2
 GJ0301
 GJ0301.Superseded values are not recommended for survey control.
 GJ0301
 GJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0301.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0301
 GJ0301_MARKER: DB = BENCH MARK DISK
 GJ0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0301_SP_SET: CULVERT HEADWALL
 GJ0301_STAMPING: M 32 1934
 GJ0301_MARK LOGO: CGS
 GJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0301+STABILITY: SURFACE MOTION
 GJ0301
 GJ0301  HISTORY     - Date     Condition        Report By
 GJ0301  HISTORY     - 1934     MONUMENTED       CGS
 GJ0301
 GJ0301                          STATION DESCRIPTION
 GJ0301
 GJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0301'1 MI SW FROM GAGE.
 GJ0301'1.0 MILES SOUTHWEST OF FIRST NATIONAL BANK, AT GAGE.  IN THE
 GJ0301'SOUTHEAST CORNER OF CONCRETE ARCH BRIDGE 407A.  ABOUT 3 FEET
 GJ0301'BELOW THE LEVEL OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0248 ***********************************************************************
 GJ0248  DESIGNATION -  M 33
 GJ0248  PID         -  GJ0248
 GJ0248  STATE/COUNTY-  OK/WOODWARD
 GJ0248  COUNTRY     -  US
 GJ0248  USGS QUAD   -  VICI (2018)
 GJ0248
 GJ0248                         *CURRENT SURVEY CONTROL
 GJ0248  ______________________________________________________________________
 GJ0248* NAD 83(1986) POSITION- 36 10 21.     (N) 099 19 44.     (W)   SCALED
 GJ0248* NAVD 88 ORTHO HEIGHT -   670.840 (meters)     2200.91  (feet) ADJUSTED
 GJ0248  ______________________________________________________________________
 GJ0248  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 GJ0248  DYNAMIC HEIGHT  -        670.169 (meters)     2198.71  (feet) COMP
 GJ0248  MODELED GRAVITY -    979,610.3   (mgal)                       NAVD 88
 GJ0248
 GJ0248  VERT ORDER      -  SECOND    CLASS 0
 GJ0248
 GJ0248.The horizontal coordinates were scaled from a map and have
 GJ0248.an estimated accuracy of +/- 6 seconds.
 GJ0248
 GJ0248.The orthometric height was determined by differential leveling and
 GJ0248.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0248.in June 1991.
 GJ0248
 GJ0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0248.GEOID18 height accuracy estimate available here.
 GJ0248
 GJ0248.Click photographs - Photos may exist for this station.
 GJ0248
 GJ0248.The dynamic height is computed by dividing the NAVD 88
 GJ0248.geopotential number by the normal gravity value computed on the
 GJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0248.degrees latitude (g = 980.6199 gals.).
 GJ0248
 GJ0248.The modeled gravity was interpolated from observed gravity values.
 GJ0248
 GJ0248;                    North         East    Units  Estimated Accuracy
 GJ0248;SPC OK N     -   130,910.      480,450.      MT  (+/- 180 meters Scaled)
 GJ0248
 GJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF704031(NAD 83)
 GJ0248
 GJ0248                          SUPERSEDED SURVEY CONTROL
 GJ0248
 GJ0248  NGVD 29 (??/??/92)  670.570  (m)         2200.03   (f) ADJ UNCH    2 0
 GJ0248
 GJ0248.Superseded values are not recommended for survey control.
 GJ0248
 GJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0248.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0248
 GJ0248_MARKER: DB = BENCH MARK DISK
 GJ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0248_STAMPING: M 33 1934
 GJ0248_MARK LOGO: CGS
 GJ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0248+STABILITY: SURFACE MOTION
 GJ0248
 GJ0248  HISTORY     - Date     Condition        Report By
 GJ0248  HISTORY     - 1934     MONUMENTED       CGS
 GJ0248
 GJ0248                          STATION DESCRIPTION
 GJ0248
 GJ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0248'2.5 MI NW FROM VICI.
 GJ0248'IN WOODWARD COUNTY, 2.5 MILES NORTHWEST ALONG THE
 GJ0248'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT VICI, DEWEY
 GJ0248'COUNTY, 40 FEET NORTHWEST OF THE FOURTH POLE NORTHWEST OF
 GJ0248'MILEPOST 198, 384 FEET NORTHWEST OF BRIDGE 198.0, 45 FEET NORTHEAST
 GJ0248'OF THE CENTERLINE OF THE TRACK, AND 27 FEET NORTHEAST OF A
 GJ0248'CROSSING SIGN.  A STANDARD DISK, STAMPED M 33 1934 AND SET IN
 GJ0248'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0063 ***********************************************************************
 GJ0063  DESIGNATION -  M 35
 GJ0063  PID         -  GJ0063
 GJ0063  STATE/COUNTY-  OK/MAJOR
 GJ0063  COUNTRY     -  US
 GJ0063  USGS QUAD   -  RINGWOOD SW (2018)
 GJ0063
 GJ0063                         *CURRENT SURVEY CONTROL
 GJ0063  ______________________________________________________________________
 GJ0063* NAD 83(1986) POSITION- 36 15 46.     (N) 098 08 37.     (W)   SCALED
 GJ0063* NAVD 88 ORTHO HEIGHT -   386.556 (meters)     1268.23  (feet) ADJUSTED
 GJ0063  ______________________________________________________________________
 GJ0063  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 GJ0063  DYNAMIC HEIGHT  -        386.211 (meters)     1267.09  (feet) COMP
 GJ0063  MODELED GRAVITY -    979,729.5   (mgal)                       NAVD 88
 GJ0063
 GJ0063  VERT ORDER      -  SECOND    CLASS 0
 GJ0063
 GJ0063.The horizontal coordinates were scaled from a map and have
 GJ0063.an estimated accuracy of +/- 6 seconds.
 GJ0063
 GJ0063.The orthometric height was determined by differential leveling and
 GJ0063.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0063.in June 1991.
 GJ0063
 GJ0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0063.GEOID18 height accuracy estimate available here.
 GJ0063
 GJ0063.Click photographs - Photos may exist for this station.
 GJ0063
 GJ0063.The dynamic height is computed by dividing the NAVD 88
 GJ0063.geopotential number by the normal gravity value computed on the
 GJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0063.degrees latitude (g = 980.6199 gals.).
 GJ0063
 GJ0063.The modeled gravity was interpolated from observed gravity values.
 GJ0063
 GJ0063;                    North         East    Units  Estimated Accuracy
 GJ0063;SPC OK N     -   140,120.      587,100.      MT  (+/- 180 meters Scaled)
 GJ0063
 GJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF769134(NAD 83)
 GJ0063
 GJ0063                          SUPERSEDED SURVEY CONTROL
 GJ0063
 GJ0063  NGVD 29 (??/??/92)  386.397  (m)         1267.70   (f) ADJ UNCH    2 0
 GJ0063
 GJ0063.Superseded values are not recommended for survey control.
 GJ0063
 GJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0063.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0063
 GJ0063_MARKER: DB = BENCH MARK DISK
 GJ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0063_STAMPING: M 35 1934
 GJ0063_MARK LOGO: CGS
 GJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0063+STABILITY: SURFACE MOTION
 GJ0063
 GJ0063  HISTORY     - Date     Condition        Report By
 GJ0063  HISTORY     - 1934     MONUMENTED       CGS
 GJ0063
 GJ0063                          STATION DESCRIPTION
 GJ0063
 GJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0063'14.1 MI NE FROM O KEENE.
 GJ0063'14.1 MILES NORTHEAST OF ST. L AND SF RR DEPOT.  5 FEET SOUTH
 GJ0063'OF MILE POST 604.  44 FEET SOUTH OF THE CENTERLINE OF ST. LOUIS
 GJ0063'AND SAN FRANCISCO RAILROAD.  6 FEET NORTH OF THE RAILROAD
 GJ0063'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0170 ***********************************************************************
 EM0170  DESIGNATION -  M 36
 EM0170  PID         -  EM0170
 EM0170  STATE/COUNTY-  OK/KIOWA
 EM0170  COUNTRY     -  US
 EM0170  USGS QUAD   -  MANITOU (2018)
 EM0170
 EM0170                         *CURRENT SURVEY CONTROL
 EM0170  ______________________________________________________________________
 EM0170* NAD 83(1986) POSITION- 34 35 40.     (N) 098 57 31.     (W)   SCALED
 EM0170* NAVD 88 ORTHO HEIGHT -   426.214 (meters)     1398.34  (feet) ADJUSTED
 EM0170  ______________________________________________________________________
 EM0170  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 EM0170  DYNAMIC HEIGHT  -        425.795 (meters)     1396.96  (feet) COMP
 EM0170  MODELED GRAVITY -    979,636.2   (mgal)                       NAVD 88
 EM0170
 EM0170  VERT ORDER      -  SECOND    CLASS 0
 EM0170
 EM0170.The horizontal coordinates were scaled from a map and have
 EM0170.an estimated accuracy of +/- 6 seconds.
 EM0170
 EM0170.The orthometric height was determined by differential leveling and
 EM0170.adjusted by the NATIONAL GEODETIC SURVEY
 EM0170.in June 1991.
 EM0170
 EM0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0170.GEOID18 height accuracy estimate available here.
 EM0170
 EM0170.Click photographs - Photos may exist for this station.
 EM0170
 EM0170.The dynamic height is computed by dividing the NAVD 88
 EM0170.geopotential number by the normal gravity value computed on the
 EM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0170.degrees latitude (g = 980.6199 gals.).
 EM0170
 EM0170.The modeled gravity was interpolated from observed gravity values.
 EM0170
 EM0170;                    North         East    Units  Estimated Accuracy
 EM0170;SPC OK S     -   140,300.      512,070.      MT  (+/- 180 meters Scaled)
 EM0170
 EM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND037280(NAD 83)
 EM0170
 EM0170                          SUPERSEDED SURVEY CONTROL
 EM0170
 EM0170  NGVD 29 (??/??/92)  426.083  (m)         1397.91   (f) ADJ UNCH    2 0
 EM0170
 EM0170.Superseded values are not recommended for survey control.
 EM0170
 EM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0170.See file dsdata.pdf to determine how the superseded data were derived.
 EM0170
 EM0170_MARKER: DB = BENCH MARK DISK
 EM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0170_STAMPING: M 36 1934
 EM0170_MARK LOGO: CGS
 EM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0170+STABILITY: SURFACE MOTION
 EM0170
 EM0170  HISTORY     - Date     Condition        Report By
 EM0170  HISTORY     - 1934     MONUMENTED       CGS
 EM0170  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0170
 EM0170                          STATION DESCRIPTION
 EM0170
 EM0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0170'6.3 MI N FROM MANITOU.
 EM0170'IN KIOWA COUNTY, 6.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO
 EM0170'RAILWAY FROM THE STATION AT MANITOU, TILLMAN COUNTY, ABOUT 1/2 MILE
 EM0170'EAST OF STATE HIGHWAY 14, ABOUT 500 FEET NORTH OF THE TWENTY-THIRD
 EM0170'POLE SOUTH OF MILEPOST 748, AT A ROAD CROSSING, 200 FEET WEST OF THE
 EM0170'TRACK, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE FENCE LINE,
 EM0170'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED M 36 1934 AND SET
 EM0170'IN THE TOP OF A CONCRETE POST.
 EM0170
 EM0170                          STATION RECOVERY (1963)
 EM0170
 EM0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0142 ***********************************************************************
 EM0142  DESIGNATION -  M 37
 EM0142  PID         -  EM0142
 EM0142  STATE/COUNTY-  OK/COMANCHE
 EM0142  COUNTRY     -  US
 EM0142  USGS QUAD   -  POST OAK CREEK (2018)
 EM0142
 EM0142                         *CURRENT SURVEY CONTROL
 EM0142  ______________________________________________________________________
 EM0142* NAD 83(1986) POSITION- 34 36 31.     (N) 098 43 16.     (W)   SCALED
 EM0142* NAVD 88 ORTHO HEIGHT -   400.254 (meters)     1313.17  (feet) ADJUSTED
 EM0142  ______________________________________________________________________
 EM0142  GEOID HEIGHT    -        -25.707 (meters)                     GEOID18
 EM0142  DYNAMIC HEIGHT  -        399.851 (meters)     1311.84  (feet) COMP
 EM0142  MODELED GRAVITY -    979,616.2   (mgal)                       NAVD 88
 EM0142
 EM0142  VERT ORDER      -  SECOND    CLASS 0
 EM0142
 EM0142.The horizontal coordinates were scaled from a map and have
 EM0142.an estimated accuracy of +/- 6 seconds.
 EM0142
 EM0142.The orthometric height was determined by differential leveling and
 EM0142.adjusted by the NATIONAL GEODETIC SURVEY
 EM0142.in June 1991.
 EM0142
 EM0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0142.GEOID18 height accuracy estimate available here.
 EM0142
 EM0142.Click photographs - Photos may exist for this station.
 EM0142
 EM0142.The dynamic height is computed by dividing the NAVD 88
 EM0142.geopotential number by the normal gravity value computed on the
 EM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0142.degrees latitude (g = 980.6199 gals.).
 EM0142
 EM0142.The modeled gravity was interpolated from observed gravity values.
 EM0142
 EM0142;                    North         East    Units  Estimated Accuracy
 EM0142;SPC OK S     -   141,690.      533,860.      MT  (+/- 180 meters Scaled)
 EM0142
 EM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND255296(NAD 83)
 EM0142
 EM0142                          SUPERSEDED SURVEY CONTROL
 EM0142
 EM0142  NGVD 29 (??/??/92)  400.119  (m)         1312.72   (f) ADJ UNCH    2 0
 EM0142
 EM0142.Superseded values are not recommended for survey control.
 EM0142
 EM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0142.See file dsdata.pdf to determine how the superseded data were derived.
 EM0142
 EM0142_MARKER: DB = BENCH MARK DISK
 EM0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0142_STAMPING: M 37 1934
 EM0142_MARK LOGO: CGS
 EM0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0142+STABILITY: SURFACE MOTION
 EM0142
 EM0142  HISTORY     - Date     Condition        Report By
 EM0142  HISTORY     - 1934     MONUMENTED       CGS
 EM0142  HISTORY     - 1963     GOOD             CGS
 EM0142  HISTORY     - 20000201 GOOD             LOCSUR
 EM0142
 EM0142                          STATION DESCRIPTION
 EM0142
 EM0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0142'1.9 MI E FROM INDIAHOMA.
 EM0142'1.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EM0142'INDIAHOMA, COMANCHE COUNTY, 80 YARDS WEST OF A CROSS ROAD, 44 FEET
 EM0142'SOUTH OF SOUTH RAIL, 56 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 EM0142'62, AND 1 FOOT EAST OF A 6 X 8 INCH POST.  A STANDARD DISK, STAMPED M
 EM0142'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0142
 EM0142                          STATION RECOVERY (2000)
 EM0142
 EM0142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0142'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0049 ***********************************************************************
 EM0049  DESIGNATION -  M 38
 EM0049  PID         -  EM0049
 EM0049  STATE/COUNTY-  OK/STEPHENS
 EM0049  COUNTRY     -  US
 EM0049  USGS QUAD   -  NELLIE (2018)
 EM0049
 EM0049                         *CURRENT SURVEY CONTROL
 EM0049  ______________________________________________________________________
 EM0049* NAD 83(1986) POSITION- 34 35 39.     (N) 098 01 55.     (W)   SCALED
 EM0049* NAVD 88 ORTHO HEIGHT -   338.432 (meters)     1110.34  (feet) ADJUSTED
 EM0049  ______________________________________________________________________
 EM0049  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 EM0049  DYNAMIC HEIGHT  -        338.081 (meters)     1109.19  (feet) COMP
 EM0049  MODELED GRAVITY -    979,590.1   (mgal)                       NAVD 88
 EM0049
 EM0049  VERT ORDER      -  SECOND    CLASS 0
 EM0049
 EM0049.The horizontal coordinates were scaled from a map and have
 EM0049.an estimated accuracy of +/- 6 seconds.
 EM0049
 EM0049.The orthometric height was determined by differential leveling and
 EM0049.adjusted by the NATIONAL GEODETIC SURVEY
 EM0049.in June 1991.
 EM0049
 EM0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0049.GEOID18 height accuracy estimate available here.
 EM0049
 EM0049.Click photographs - Photos may exist for this station.
 EM0049
 EM0049.The dynamic height is computed by dividing the NAVD 88
 EM0049.geopotential number by the normal gravity value computed on the
 EM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0049.degrees latitude (g = 980.6199 gals.).
 EM0049
 EM0049.The modeled gravity was interpolated from observed gravity values.
 EM0049
 EM0049;                    North         East    Units  Estimated Accuracy
 EM0049;SPC OK S     -   139,860.      597,070.      MT  (+/- 180 meters Scaled)
 EM0049
 EM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND887284(NAD 83)
 EM0049
 EM0049                          SUPERSEDED SURVEY CONTROL
 EM0049
 EM0049  NGVD 29 (??/??/92)  338.321  (m)         1109.97   (f) ADJ UNCH    2 0
 EM0049
 EM0049.Superseded values are not recommended for survey control.
 EM0049
 EM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0049.See file dsdata.pdf to determine how the superseded data were derived.
 EM0049
 EM0049_MARKER: DB = BENCH MARK DISK
 EM0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0049_SP_SET: BRIDGE
 EM0049_STAMPING: M 38 1934
 EM0049_MARK LOGO: CGS
 EM0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0049
 EM0049  HISTORY     - Date     Condition        Report By
 EM0049  HISTORY     - 1934     MONUMENTED       CGS
 EM0049  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0049
 EM0049                          STATION DESCRIPTION
 EM0049
 EM0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0049'4.4 MI S FROM MARLOW.
 EM0049'4.4 MILES SOUTH ALONG U. S. HIGHWAY 81 FROM THE FIRST NATIONAL BANK AT
 EM0049'MARLOW, STEPHENS COUNTY, 3.7 MILES WEST ALONG STATE HIGHWAY 29. 1/4
 EM0049'MILE EAST OF C.T. NELSONS FARMHOUSE, AT A STEEL BRIDGE, IN THE TOP OF
 EM0049'THE SOUTHEAST CONCRETE WINGWALL, AND LEVEL WITH THE PAVEMENT. A
 EM0049'STANDARD DISK, STAMPED M 38 1934.  NOTE -- THE HIGHWAY HAS BEEN
 EM0049'WIDENED AND IMPROVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0425 ***********************************************************************
 EL0425  DESIGNATION -  M 39
 EL0425  PID         -  EL0425
 EL0425  STATE/COUNTY-  OK/CARTER
 EL0425  COUNTRY     -  US
 EL0425  USGS QUAD   -  ARDMORE EAST (2018)
 EL0425
 EL0425                         *CURRENT SURVEY CONTROL
 EL0425  ______________________________________________________________________
 EL0425* NAD 83(1986) POSITION- 34 12 16.     (N) 097 05 59.     (W)   SCALED
 EL0425* NAVD 88 ORTHO HEIGHT -   239.588 (meters)      786.05  (feet) ADJUSTED
 EL0425  ______________________________________________________________________
 EL0425  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 EL0425  DYNAMIC HEIGHT  -        239.337 (meters)      785.22  (feet) COMP
 EL0425  MODELED GRAVITY -    979,583.9   (mgal)                       NAVD 88
 EL0425
 EL0425  VERT ORDER      -  SECOND    CLASS 0
 EL0425
 EL0425.The horizontal coordinates were scaled from a map and have
 EL0425.an estimated accuracy of +/- 6 seconds.
 EL0425
 EL0425.The orthometric height was determined by differential leveling and
 EL0425.adjusted by the NATIONAL GEODETIC SURVEY
 EL0425.in June 1991.
 EL0425
 EL0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0425.GEOID18 height accuracy estimate available here.
 EL0425
 EL0425.Click photographs - Photos may exist for this station.
 EL0425
 EL0425.The dynamic height is computed by dividing the NAVD 88
 EL0425.geopotential number by the normal gravity value computed on the
 EL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0425.degrees latitude (g = 980.6199 gals.).
 EL0425
 EL0425.The modeled gravity was interpolated from observed gravity values.
 EL0425
 EL0425;                    North         East    Units  Estimated Accuracy
 EL0425;SPC OK S     -    97,000.      682,970.      MT  (+/- 180 meters Scaled)
 EL0425
 EL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC750864(NAD 83)
 EL0425
 EL0425                          SUPERSEDED SURVEY CONTROL
 EL0425
 EL0425  NGVD 29 (??/??/92)  239.528  (m)          785.85   (f) ADJ UNCH    2 0
 EL0425
 EL0425.Superseded values are not recommended for survey control.
 EL0425
 EL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0425.See file dsdata.pdf to determine how the superseded data were derived.
 EL0425
 EL0425_MARKER: DB = BENCH MARK DISK
 EL0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0425_STAMPING: M 39 1934
 EL0425_MARK LOGO: CGS
 EL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0425+STABILITY: SURFACE MOTION
 EL0425
 EL0425  HISTORY     - Date     Condition        Report By
 EL0425  HISTORY     - 1934     MONUMENTED       CGS
 EL0425
 EL0425                          STATION DESCRIPTION
 EL0425
 EL0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0425'2.6 MI N FROM ARDMORE.
 EL0425'2.6 MILES NORTH OF ARDMORE G.C. AND S.F. RR DEPOT.  IN A REFINERY
 EL0425'WEST OF GULF COLORADO AND SANTA FE RR TRACK, SOUTHWEST OF
 EL0425'REFINERY OFFICE.  150 FEET WEST OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0555 ***********************************************************************
 EL0555  DESIGNATION -  M 41
 EL0555  PID         -  EL0555
 EL0555  STATE/COUNTY-  OK/GRADY
 EL0555  COUNTRY     -  US
 EL0555  USGS QUAD   -  ALEX (2018)
 EL0555
 EL0555                         *CURRENT SURVEY CONTROL
 EL0555  ______________________________________________________________________
 EL0555* NAD 83(1986) POSITION- 34 57 23.     (N) 097 48 35.     (W)   SCALED
 EL0555* NAVD 88 ORTHO HEIGHT -   315.995 (meters)     1036.73  (feet) ADJUSTED
 EL0555  ______________________________________________________________________
 EL0555  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 EL0555  DYNAMIC HEIGHT  -        315.684 (meters)     1035.71  (feet) COMP
 EL0555  MODELED GRAVITY -    979,641.4   (mgal)                       NAVD 88
 EL0555
 EL0555  VERT ORDER      -  SECOND    CLASS 0
 EL0555
 EL0555.The horizontal coordinates were scaled from a map and have
 EL0555.an estimated accuracy of +/- 6 seconds.
 EL0555
 EL0555.The orthometric height was determined by differential leveling and
 EL0555.adjusted by the NATIONAL GEODETIC SURVEY
 EL0555.in June 1991.
 EL0555
 EL0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0555.GEOID18 height accuracy estimate available here.
 EL0555
 EL0555.Click photographs - Photos may exist for this station.
 EL0555
 EL0555.The dynamic height is computed by dividing the NAVD 88
 EL0555.geopotential number by the normal gravity value computed on the
 EL0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0555.degrees latitude (g = 980.6199 gals.).
 EL0555
 EL0555.The modeled gravity was interpolated from observed gravity values.
 EL0555
 EL0555;                    North         East    Units  Estimated Accuracy
 EL0555;SPC OK S     -   180,050.      617,380.      MT  (+/- 180 meters Scaled)
 EL0555
 EL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD086688(NAD 83)
 EL0555
 EL0555                          SUPERSEDED SURVEY CONTROL
 EL0555
 EL0555  NGVD 29 (??/??/92)  315.902  (m)         1036.42   (f) ADJ UNCH    2 0
 EL0555
 EL0555.Superseded values are not recommended for survey control.
 EL0555
 EL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0555.See file dsdata.pdf to determine how the superseded data were derived.
 EL0555
 EL0555_MARKER: DB = BENCH MARK DISK
 EL0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0555_STAMPING: M 41 1934
 EL0555_MARK LOGO: CGS
 EL0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0555+STABILITY: SURFACE MOTION
 EL0555
 EL0555  HISTORY     - Date     Condition        Report By
 EL0555  HISTORY     - 1934     MONUMENTED       CGS
 EL0555  HISTORY     - 1976     MARK NOT FOUND   USGS
 EL0555
 EL0555                          STATION DESCRIPTION
 EL0555
 EL0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0555'3.3 MI NW FROM ALEX.
 EL0555'3.3 MILES NORTHWEST OF C R I AND P. RR. STATION AT ALEX 0.2 MILE
 EL0555'SOUTHEAST OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY STATION
 EL0555'SIGN LYLE, 0.2 MILE SOUTHEAST OF MILE POST 447, 117 FEET SOUTH
 EL0555'OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY TRACK,
 EL0555'39 FEET EAST OF CENTER OF NORTH 7 AND SOUTH SECTION LINE ROAD
 EL0555'24 FEET SOUTH OF EAST AND WEST SECTION LINE ROAD.
 EL0555
 EL0555                          STATION RECOVERY (1976)
 EL0555
 EL0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EL0555'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0569 ***********************************************************************
 EL0569  DESIGNATION -  M 42
 EL0569  PID         -  EL0569
 EL0569  STATE/COUNTY-  OK/GARVIN
 EL0569  COUNTRY     -  US
 EL0569  USGS QUAD   -  LINDSAY (2018)
 EL0569
 EL0569                         *CURRENT SURVEY CONTROL
 EL0569  ______________________________________________________________________
 EL0569* NAD 83(1986) POSITION- 34 49 22.     (N) 097 31 40.     (W)   SCALED
 EL0569* NAVD 88 ORTHO HEIGHT -   293.241 (meters)      962.07  (feet) ADJUSTED
 EL0569  ______________________________________________________________________
 EL0569  GEOID HEIGHT    -        -25.840 (meters)                     GEOID18
 EL0569  DYNAMIC HEIGHT  -        292.953 (meters)      961.13  (feet) COMP
 EL0569  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 EL0569
 EL0569  VERT ORDER      -  SECOND    CLASS 0
 EL0569
 EL0569.The horizontal coordinates were scaled from a map and have
 EL0569.an estimated accuracy of +/- 6 seconds.
 EL0569
 EL0569.The orthometric height was determined by differential leveling and
 EL0569.adjusted by the NATIONAL GEODETIC SURVEY
 EL0569.in June 1991.
 EL0569
 EL0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0569.GEOID18 height accuracy estimate available here.
 EL0569
 EL0569.Click photographs - Photos may exist for this station.
 EL0569
 EL0569.The dynamic height is computed by dividing the NAVD 88
 EL0569.geopotential number by the normal gravity value computed on the
 EL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0569.degrees latitude (g = 980.6199 gals.).
 EL0569
 EL0569.The modeled gravity was interpolated from observed gravity values.
 EL0569
 EL0569;                    North         East    Units  Estimated Accuracy
 EL0569;SPC OK S     -   165,320.      643,200.      MT  (+/- 180 meters Scaled)
 EL0569
 EL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD346543(NAD 83)
 EL0569
 EL0569                          SUPERSEDED SURVEY CONTROL
 EL0569
 EL0569  NGVD 29 (??/??/92)  293.157  (m)          961.80   (f) ADJ UNCH    2 0
 EL0569
 EL0569.Superseded values are not recommended for survey control.
 EL0569
 EL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0569.See file dsdata.pdf to determine how the superseded data were derived.
 EL0569
 EL0569_MARKER: DB = BENCH MARK DISK
 EL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0569_STAMPING: M 42 1934
 EL0569_MARK LOGO: CGS
 EL0569_PROJECTION: PROJECTING 20 CENTIMETERS
 EL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0569+STABILITY: SURFACE MOTION
 EL0569
 EL0569  HISTORY     - Date     Condition        Report By
 EL0569  HISTORY     - 1934     MONUMENTED       CGS
 EL0569  HISTORY     - 1963     GOOD             USGS
 EL0569  HISTORY     - 20220413 MARK NOT FOUND   OKDOT
 EL0569
 EL0569                          STATION DESCRIPTION
 EL0569
 EL0569'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0569'5 MI SE FROM LINDSAY.
 EL0569'LINDSAY, 0.8 MILE SOUTH AND 4.2 MILES EAST OF, T. 4 N., R. 3 W.,
 EL0569'NEAR THE NORTH 1/16 COR. BETWEEN SECS. 16 AND 17, 217 FT.
 EL0569'WEST-SOUTHWEST OF MILE POST 19, 49 FT. NORTH OF C OF STATE
 EL0569'HWY. 19, 40 FT. EAST OF CENTERLINE OF PRIVATE DRIVE NORTH, 53
 EL0569'FT. SOUTH OF CENTERLINE OF R.R. TRACKS, 67 FT. EAST OF POWER
 EL0569'POLE, IN CONCRETE POST PROJECTING 8 INCHES, STANDARD DISK
 EL0569'STAMPED M-42 1934 PAINTED B.M.
 EL0569
 EL0569                          STATION RECOVERY (2022)
 EL0569
 EL0569'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0491 ***********************************************************************
 EL0491  DESIGNATION -  M 43
 EL0491  PID         -  EL0491
 EL0491  STATE/COUNTY-  OK/JEFFERSON
 EL0491  COUNTRY     -  US
 EL0491  USGS QUAD   -  WAURIKA WEST (2019)
 EL0491
 EL0491                         *CURRENT SURVEY CONTROL
 EL0491  ______________________________________________________________________
 EL0491* NAD 83(1986) POSITION- 34 09 56.4    (N) 098 00 06.4    (W)   HD_HELD2
 EL0491* NAVD 88 ORTHO HEIGHT -   269.048 (meters)      882.70  (feet) ADJUSTED
 EL0491  ______________________________________________________________________
 EL0491  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 EL0491  DYNAMIC HEIGHT  -        268.776 (meters)      881.81  (feet) COMP
 EL0491  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 EL0491
 EL0491  VERT ORDER      -  FIRST     CLASS II
 EL0491
 EL0491.The horizontal coordinates were established by autonomous hand held GPS
 EL0491.observations and have an estimated accuracy of +/- 10 meters.
 EL0491
 EL0491.The orthometric height was determined by differential leveling and
 EL0491.adjusted by the NATIONAL GEODETIC SURVEY
 EL0491.in June 1991.
 EL0491
 EL0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0491.GEOID18 height accuracy estimate available here.
 EL0491
 EL0491.Click photographs - Photos may exist for this station.
 EL0491
 EL0491.The dynamic height is computed by dividing the NAVD 88
 EL0491.geopotential number by the normal gravity value computed on the
 EL0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0491.degrees latitude (g = 980.6199 gals.).
 EL0491
 EL0491.The modeled gravity was interpolated from observed gravity values.
 EL0491
 EL0491;                    North         East    Units  Estimated Accuracy
 EL0491;SPC OK S     -    92,325.      599,836.      MT  (+/- 10 meters HH2 GPS)
 EL0491
 EL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9200680975(NAD 83)
 EL0491
 EL0491                          SUPERSEDED SURVEY CONTROL
 EL0491
 EL0491  NGVD 29 (??/??/92)  268.962  (m)          882.42   (f) ADJ UNCH    1 2
 EL0491
 EL0491.Superseded values are not recommended for survey control.
 EL0491
 EL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0491.See file dsdata.pdf to determine how the superseded data were derived.
 EL0491
 EL0491_MARKER: DB = BENCH MARK DISK
 EL0491_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EL0491_SP_SET: FOUNDATION WALL
 EL0491_STAMPING: M 43 1934
 EL0491_MARK LOGO: CGS
 EL0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0491+STABILITY: POSITION/ELEVATION WELL
 EL0491
 EL0491  HISTORY     - Date     Condition        Report By
 EL0491  HISTORY     - 1934     MONUMENTED       CGS
 EL0491  HISTORY     - 1935     GOOD             CGS
 EL0491  HISTORY     - 1986     GOOD             NGS
 EL0491
 EL0491                          STATION DESCRIPTION
 EL0491
 EL0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0491'AT WAURIKA.
 EL0491'IN JEFFERSON COUNTY COURT HOUSE AT WAURIKA IN SOUTHEAST RE-ENTRANT
 EL0491'CORNER OF THE BUILDING.  FOUR FEET ABOVE GROUND LEVEL SIX INCHES
 EL0491'FROM EDGE OF CORNER ON SOUTH FACE.
 EL0491
 EL0491                          STATION RECOVERY (1935)
 EL0491
 EL0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 EL0491'RECOVERED IN GOOD CONDITION.
 EL0491
 EL0491                          STATION RECOVERY (1986)
 EL0491
 EL0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0491'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WAURIKA,
 EL0491'AT THE INTERSECTION OF NORTH MAIN AND WEST C STREETS, SET VERTICALLY
 EL0491'IN THE SOUTH FACE IN THE BRICK FOUNDATION WALL OF THE COURTHOUSE, 37.0
 EL0491'M (121.4 FT) SOUTH OF THE CENTER OF C STREET, 26.1 M (85.6 FT) WEST OF
 EL0491'THE CENTERLINE OF MAIN STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTER OF
 EL0491'THE EAST ENTRANCE TO THE COURTHOUSE, AND 0.2 M (0.7 FT) WEST OF THE
 EL0491'SOUTHEAST CORNER OF THE COURTHOUSE.
 EL0491'THE MARK IS 1.3 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0271 ***********************************************************************
 EL0271  DESIGNATION -  M 45
 EL0271  PID         -  EL0271
 EL0271  STATE/COUNTY-  OK/PONTOTOC
 EL0271  COUNTRY     -  US
 EL0271  USGS QUAD   -  AHLOSO (2018)
 EL0271
 EL0271                         *CURRENT SURVEY CONTROL
 EL0271  ______________________________________________________________________
 EL0271* NAD 83(1986) POSITION- 34 43 26.     (N) 096 40 13.     (W)   SCALED
 EL0271* NAVD 88 ORTHO HEIGHT -   267.967 (meters)      879.16  (feet) ADJUSTED
 EL0271  ______________________________________________________________________
 EL0271  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 EL0271  DYNAMIC HEIGHT  -        267.706 (meters)      878.30  (feet) COMP
 EL0271  MODELED GRAVITY -    979,653.1   (mgal)                       NAVD 88
 EL0271
 EL0271  VERT ORDER      -  SECOND    CLASS 0
 EL0271
 EL0271.The horizontal coordinates were scaled from a map and have
 EL0271.an estimated accuracy of +/- 6 seconds.
 EL0271
 EL0271.The orthometric height was determined by differential leveling and
 EL0271.adjusted by the NATIONAL GEODETIC SURVEY
 EL0271.in June 1991.
 EL0271
 EL0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0271.GEOID18 height accuracy estimate available here.
 EL0271
 EL0271.Click photographs - Photos may exist for this station.
 EL0271
 EL0271.The dynamic height is computed by dividing the NAVD 88
 EL0271.geopotential number by the normal gravity value computed on the
 EL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0271.degrees latitude (g = 980.6199 gals.).
 EL0271
 EL0271.The modeled gravity was interpolated from observed gravity values.
 EL0271
 EL0271;                    North         East    Units  Estimated Accuracy
 EL0271;SPC OK S     -   155,050.      721,780.      MT  (+/- 180 meters Scaled)
 EL0271
 EL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD133448(NAD 83)
 EL0271
 EL0271                          SUPERSEDED SURVEY CONTROL
 EL0271
 EL0271  NGVD 29 (??/??/92)  267.881  (m)          878.87   (f) ADJ UNCH    2 0
 EL0271
 EL0271.Superseded values are not recommended for survey control.
 EL0271
 EL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0271.See file dsdata.pdf to determine how the superseded data were derived.
 EL0271
 EL0271_MARKER: DB = BENCH MARK DISK
 EL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0271_STAMPING: M 45 1934
 EL0271_MARK LOGO: CGS
 EL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0271+STABILITY: SURFACE MOTION
 EL0271
 EL0271  HISTORY     - Date     Condition        Report By
 EL0271  HISTORY     - 1934     MONUMENTED       CGS
 EL0271
 EL0271                          STATION DESCRIPTION
 EL0271
 EL0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0271'4.4 MI SE FROM ADA JUNCTION.
 EL0271'4.4 MILES SOUTHEAST OF A.T. AND S.F.RR. STATION AT ADA JUNCTION.
 EL0271'300 FEET WEST OF PEACON GROVE DISTRICT SCHOOL.  300 FEET NORTH
 EL0271'OF MILE POST 36.  75 FEET SOUTHWEST OF NANCY ROSSES FARM HOUSE.
 EL0271'45 FEET EAST OF NEAREST RAIL OF ATCHISON TOPEKO AND SANTA FE
 EL0271'RAILWAY TRACK.  27 FEET NORTH OF CENTER LINE OF SECTION LINE
 EL0271'ROAD.  INSIDE OF RAILWAY PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0452 ***********************************************************************
 GH0452  DESIGNATION -  M 46
 GH0452  PID         -  GH0452
 GH0452  STATE/COUNTY-  OK/GARFIELD
 GH0452  COUNTRY     -  US
 GH0452  USGS QUAD   -  FAIRMONT (2018)
 GH0452
 GH0452                         *CURRENT SURVEY CONTROL
 GH0452  ______________________________________________________________________
 GH0452* NAD 83(1986) POSITION- 36 21 10.     (N) 097 42 16.     (W)   SCALED
 GH0452* NAVD 88 ORTHO HEIGHT -   366.440 (meters)     1202.23  (feet) ADJUSTED
 GH0452  ______________________________________________________________________
 GH0452  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 GH0452  DYNAMIC HEIGHT  -        366.116 (meters)     1201.17  (feet) COMP
 GH0452  MODELED GRAVITY -    979,737.0   (mgal)                       NAVD 88
 GH0452
 GH0452  VERT ORDER      -  SECOND    CLASS 0
 GH0452
 GH0452.The horizontal coordinates were scaled from a map and have
 GH0452.an estimated accuracy of +/- 6 seconds.
 GH0452
 GH0452.The orthometric height was determined by differential leveling and
 GH0452.adjusted by the NATIONAL GEODETIC SURVEY
 GH0452.in June 1991.
 GH0452
 GH0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0452.GEOID18 height accuracy estimate available here.
 GH0452
 GH0452.Click photographs - Photos may exist for this station.
 GH0452
 GH0452.The dynamic height is computed by dividing the NAVD 88
 GH0452.geopotential number by the normal gravity value computed on the
 GH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0452.degrees latitude (g = 980.6199 gals.).
 GH0452
 GH0452.The modeled gravity was interpolated from observed gravity values.
 GH0452
 GH0452;                    North         East    Units  Estimated Accuracy
 GH0452;SPC OK N     -   150,140.      626,530.      MT  (+/- 180 meters Scaled)
 GH0452
 GH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF162238(NAD 83)
 GH0452
 GH0452                          SUPERSEDED SURVEY CONTROL
 GH0452
 GH0452  NGVD 29 (??/??/92)  366.304  (m)         1201.78   (f) ADJ UNCH    2 0
 GH0452
 GH0452.Superseded values are not recommended for survey control.
 GH0452
 GH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0452.See file dsdata.pdf to determine how the superseded data were derived.
 GH0452
 GH0452_MARKER: DB = BENCH MARK DISK
 GH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0452_STAMPING: M 46 1934
 GH0452_MARK LOGO: CGS
 GH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0452+STABILITY: SURFACE MOTION
 GH0452
 GH0452  HISTORY     - Date     Condition        Report By
 GH0452  HISTORY     - 1934     MONUMENTED       CGS
 GH0452  HISTORY     - 1940     GOOD
 GH0452
 GH0452                          STATION DESCRIPTION
 GH0452
 GH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0452'AT FAIRMONT.
 GH0452'AT FAIRMONT, GARFIELD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GH0452'RAILWAY, 96 FEET EAST OF THE STATION, 168 FEET EAST OF MILEPOST
 GH0452'534, 60 FEET SOUTHWEST OF THE JOHNSTON GRAIN CO. ELEVATOR AND
 GH0452'39 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 GH0452'DISK, STAMPED M 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0452
 GH0452                          STATION RECOVERY (1940)
 GH0452
 GH0452'RECOVERED 1940
 GH0452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0071 ***********************************************************************
 GH0071  DESIGNATION -  M 48
 GH0071  PID         -  GH0071
 GH0071  STATE/COUNTY-  OK/TULSA
 GH0071  COUNTRY     -  US
 GH0071  USGS QUAD   -  KEYSTONE DAM (2018)
 GH0071
 GH0071                         *CURRENT SURVEY CONTROL
 GH0071  ______________________________________________________________________
 GH0071* NAD 83(1986) POSITION- 36 08 26.     (N) 096 15 06.     (W)   SCALED
 GH0071* NAVD 88 ORTHO HEIGHT -   206.212 (meters)      676.55  (feet) ADJUSTED
 GH0071  ______________________________________________________________________
 GH0071  GEOID HEIGHT    -        -28.527 (meters)                     GEOID18
 GH0071  DYNAMIC HEIGHT  -        206.033 (meters)      675.96  (feet) COMP
 GH0071  MODELED GRAVITY -    979,758.3   (mgal)                       NAVD 88
 GH0071
 GH0071  VERT ORDER      -  SECOND    CLASS 0
 GH0071
 GH0071.The horizontal coordinates were scaled from a map and have
 GH0071.an estimated accuracy of +/- 6 seconds.
 GH0071
 GH0071.The orthometric height was determined by differential leveling and
 GH0071.adjusted by the NATIONAL GEODETIC SURVEY
 GH0071.in June 1991.
 GH0071
 GH0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0071.GEOID18 height accuracy estimate available here.
 GH0071
 GH0071.Click photographs - Photos may exist for this station.
 GH0071
 GH0071.The dynamic height is computed by dividing the NAVD 88
 GH0071.geopotential number by the normal gravity value computed on the
 GH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0071.degrees latitude (g = 980.6199 gals.).
 GH0071
 GH0071.The modeled gravity was interpolated from observed gravity values.
 GH0071
 GH0071;                    North         East    Units  Estimated Accuracy
 GH0071;SPC OK N     -   127,970.      757,340.      MT  (+/- 180 meters Scaled)
 GH0071
 GH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF472030(NAD 83)
 GH0071
 GH0071                          SUPERSEDED SURVEY CONTROL
 GH0071
 GH0071  NGVD 29 (??/??/92)  206.101  (m)          676.18   (f) ADJ UNCH    2 0
 GH0071
 GH0071.Superseded values are not recommended for survey control.
 GH0071
 GH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0071.See file dsdata.pdf to determine how the superseded data were derived.
 GH0071
 GH0071_MARKER: DB = BENCH MARK DISK
 GH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0071_STAMPING: M 48 1934
 GH0071_MARK LOGO: CGS
 GH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0071+STABILITY: SURFACE MOTION
 GH0071
 GH0071  HISTORY     - Date     Condition        Report By
 GH0071  HISTORY     - 1934     MONUMENTED       CGS
 GH0071  HISTORY     - 20240318 MARK NOT FOUND   LEMKE
 GH0071
 GH0071                          STATION DESCRIPTION
 GH0071
 GH0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0071'2.8 MI E FROM KEYSTONE.
 GH0071'2.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0071'THE STATION AT KEYSTONE, TULSA COUNTY, 258 FEET EAST OF THE
 GH0071'EAST END OF BRIDGE NO. 439.5, 48 FEET SOUTH OF THE CENTERLINE OF
 GH0071'THE TRACK, 45 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, AND
 GH0071'2 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 GH0071'DISK, STAMPED M 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0071
 GH0071                          STATION RECOVERY (2024)
 GH0071
 GH0071'RECOVERY NOTE BY LEMKE LAND SURVEYING 2024 (JDL)
 GH0071'MARK NOT FOUND AND PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0223 ***********************************************************************
 FJ0223  DESIGNATION -  M 49
 FJ0223  PID         -  FJ0223
 FJ0223  STATE/COUNTY-  OK/LINCOLN
 FJ0223  COUNTRY     -  US
 FJ0223  USGS QUAD   -  NORTH VILLAGE (2018)
 FJ0223
 FJ0223                         *CURRENT SURVEY CONTROL
 FJ0223  ______________________________________________________________________
 FJ0223* NAD 83(1986) POSITION- 35 55 10.     (N) 096 44 58.     (W)   SCALED
 FJ0223* NAVD 88 ORTHO HEIGHT -   259.732 (meters)      852.14  (feet) ADJUSTED
 FJ0223  ______________________________________________________________________
 FJ0223  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 FJ0223  DYNAMIC HEIGHT  -        259.495 (meters)      851.36  (feet) COMP
 FJ0223  MODELED GRAVITY -    979,714.5   (mgal)                       NAVD 88
 FJ0223
 FJ0223  VERT ORDER      -  SECOND    CLASS 0
 FJ0223
 FJ0223.The horizontal coordinates were scaled from a map and have
 FJ0223.an estimated accuracy of +/- 6 seconds.
 FJ0223
 FJ0223.The orthometric height was determined by differential leveling and
 FJ0223.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0223.in June 1991.
 FJ0223
 FJ0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0223.GEOID18 height accuracy estimate available here.
 FJ0223
 FJ0223.Click photographs - Photos may exist for this station.
 FJ0223
 FJ0223.The dynamic height is computed by dividing the NAVD 88
 FJ0223.geopotential number by the normal gravity value computed on the
 FJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0223.degrees latitude (g = 980.6199 gals.).
 FJ0223
 FJ0223.The modeled gravity was interpolated from observed gravity values.
 FJ0223
 FJ0223;                    North         East    Units  Estimated Accuracy
 FJ0223;SPC OK N     -   102,740.      712,860.      MT  (+/- 180 meters Scaled)
 FJ0223
 FJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE030773(NAD 83)
 FJ0223
 FJ0223                          SUPERSEDED SURVEY CONTROL
 FJ0223
 FJ0223  NGVD 29 (??/??/92)  259.633  (m)          851.81   (f) ADJ UNCH    2 0
 FJ0223
 FJ0223.Superseded values are not recommended for survey control.
 FJ0223
 FJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0223.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0223
 FJ0223_MARKER: DB = BENCH MARK DISK
 FJ0223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0223_STAMPING: M 49 1934
 FJ0223_MARK LOGO: CGS
 FJ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0223
 FJ0223  HISTORY     - Date     Condition        Report By
 FJ0223  HISTORY     - 1934     MONUMENTED       CGS
 FJ0223  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0223  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ0223
 FJ0223                          STATION DESCRIPTION
 FJ0223
 FJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0223'4.6 MI S FROM CUSHING.
 FJ0223'4.6 MILES SOUTH OF ATSFRR 33 FEET NORTHWEST OF THE THIRD TELEGRAPH
 FJ0223'POLE NORTH OF MILEPOST 87.  30 FEET WEST OF NORTH AND SOUTH SECTION
 FJ0223'LINE ROAD.  48 FEET SOUTHWEST OF CENTERLINE OF ATCHISON TOPEKA
 FJ0223'AND SANTA FE RAILROAD.  2 FEET NORTH OF TELEPHONE POLE 492.
 FJ0223
 FJ0223                          STATION RECOVERY (1975)
 FJ0223
 FJ0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0223'MARK NOT FOUND.
 FJ0223
 FJ0223                          STATION RECOVERY (2018)
 FJ0223
 FJ0223'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9539 ***********************************************************************
 DR9539  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9539  DESIGNATION -  M 49 29
 DR9539  PID         -  DR9539
 DR9539  STATE/COUNTY-  OK/MAYES
 DR9539  COUNTRY     -  US
 DR9539  USGS QUAD   -  CHOUTEAU NW (2019)
 DR9539
 DR9539                         *CURRENT SURVEY CONTROL
 DR9539  ______________________________________________________________________
 DR9539* NAD 83(2011) POSITION- 36 10 17.18288(N) 095 25 28.95816(W)   ADJUSTED
 DR9539* NAD 83(2011) ELLIP HT-   170.091 (meters)        (11/20/23)   ADJUSTED
 DR9539* NAD 83(2011) EPOCH   -  2010.00
 DR9539* NAVD 88 ORTHO HEIGHT -   199.29  (meters)      653.8   (feet) GPS OBS
 DR9539  ______________________________________________________________________
 DR9539  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 DR9539  NAD 83(2011) X  -   -487,335.233 (meters)                     COMP
 DR9539  NAD 83(2011) Y  - -5,131,844.138 (meters)                     COMP
 DR9539  NAD 83(2011) Z  -  3,743,665.283 (meters)                     COMP
 DR9539  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 DR9539
 DR9539  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9539  Standards:
 DR9539         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9539            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9539  -------------------------------------------------------------------
 DR9539  NETWORK    0.49   1.02           0.22   0.18   0.52      0.04764365
 DR9539  -------------------------------------------------------------------
 DR9539  Click here for local accuracies and other accuracy information.
 DR9539
 DR9539.The horizontal coordinates were established by GPS observations
 DR9539.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9539
 DR9539.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9539.been affixed to the stable North American tectonic plate. See 
 DR9539.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9539
 DR9539.The horizontal coordinates are valid at the epoch date displayed above
 DR9539.which is a decimal equivalence of Year/Month/Day.
 DR9539
 DR9539.The orthometric height was determined by GPS observations and a
 DR9539.high-resolution geoid model using precise GPS observation and
 DR9539.processing techniques.
 DR9539
 DR9539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9539.GEOID18 height accuracy estimate available here.
 DR9539
 DR9539.Click photographs - Photos may exist for this station.
 DR9539
 DR9539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9539
 DR9539.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9539
 DR9539.The ellipsoidal height was determined by GPS observations
 DR9539.and is referenced to NAD 83.
 DR9539
 DR9539. The following values were computed from the NAD 83(2011) position.
 DR9539
 DR9539;                    North         East     Units Scale Factor Converg.
 DR9539;SPC OK N     -   133,047.165   831,654.163   MT  0.99994541   +1 31 11.3
 DR9539;SPC OK N     -   436,505.57  2,728,518.70   sFT  0.99994541   +1 31 11.3
 DR9539;UTM  15      - 4,005,688.314   281,920.656   MT  1.00018602   -1 25 53.9
 DR9539
 DR9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9539!SPC OK N     -   0.99997331  x   0.99994541  =   0.99991872
 DR9539!UTM  15      -   0.99997331  x   1.00018602  =   1.00015932
 DR9539
 DR9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8192005688(NAD 83)
 DR9539
 DR9539                          SUPERSEDED SURVEY CONTROL
 DR9539
 DR9539.No superseded survey control is available for this station.
 DR9539
 DR9539_MARKER: DD = SURVEY DISK
 DR9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9539_STAMPING: M-49-29
 DR9539_MARK LOGO: OKDH
 DR9539_PROJECTION: RECESSED 15 CENTIMETERS
 DR9539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9539+STABILITY: SURFACE MOTION
 DR9539
 DR9539  HISTORY     - Date     Condition        Report By
 DR9539  HISTORY     - 19710331 MONUMENTED       OKDOT
 DR9539  HISTORY     - 20231005 GOOD             OKDOT
 DR9539
 DR9539                          STATION DESCRIPTION
 DR9539
 DR9539'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9539'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF NEODESHA, 4.9 MI
 DR9539'(7.9 KM) EAST-NORTHEAST OF INOLA AND 4.7 MI (7.6 KM) WEST-SOUTHWEST OF
 DR9539'CHOUTEAU.
 DR9539'
 DR9539'TO REACH FROM THE INTERSECTION OF US-412 AND S 426 ROAD HEAD NORTH ON
 DR9539'S 426 ROAD FOR APPROXIMATELY 0.4 MI (0.6 KM) TURN WEST ON E 0580 ROAD
 DR9539'FOR APPROXIMATELY 0.1 MI (0.2 KM) TURN SOUTH ON S 42585 ROAD AND GO
 DR9539'APPROXIMATELY 0.3 MI (0.5 KM) THE BENCH MARK IS APPROXIMATELY 1 FT
 DR9539'(0.3 M) WEST OF THE EAST BARB WIRE FENCE.  IT IS APPROXIMATELY 125 FT
 DR9539'(38.1 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE METAL BUILDING
 DR9539'AND APPROXIMATELY 127 FT (38.7 M) EAST-SOUTHEAST OF THE NORTHEAST
 DR9539'CORNER OF THE METAL BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS3022 ***********************************************************************
 DS3022  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3022  DESIGNATION -  M 49 31
 DS3022  PID         -  DS3022
 DS3022  STATE/COUNTY-  OK/MAYES
 DS3022  COUNTRY     -  US
 DS3022  USGS QUAD   -  CHOUTEAU NW (2019)
 DS3022
 DS3022                         *CURRENT SURVEY CONTROL
 DS3022  ______________________________________________________________________
 DS3022* NAD 83(2011) POSITION- 36 10 12.31270(N) 095 24 16.04907(W)   ADJUSTED
 DS3022* NAD 83(2011) ELLIP HT-   172.307 (meters)        (09/24/24)   ADJUSTED
 DS3022* NAD 83(2011) EPOCH   -  2010.00
 DS3022* NAVD 88 ORTHO HEIGHT -   201.51  (meters)      661.1   (feet) GPS OBS
 DS3022  ______________________________________________________________________
 DS3022  GEOID HEIGHT    -        -29.192 (meters)                     GEOID18
 DS3022  NAD 83(2011) X  -   -485,529.746 (meters)                     COMP
 DS3022  NAD 83(2011) Y  - -5,132,106.062 (meters)                     COMP
 DS3022  NAD 83(2011) Z  -  3,743,545.407 (meters)                     COMP
 DS3022  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 DS3022
 DS3022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3022  Standards:
 DS3022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3022  -------------------------------------------------------------------
 DS3022  NETWORK    0.69   1.18           0.29   0.27   0.60      0.01313741
 DS3022  -------------------------------------------------------------------
 DS3022  Click here for local accuracies and other accuracy information.
 DS3022
 DS3022.The horizontal coordinates were established by GPS observations
 DS3022.and adjusted by the OK DEPT OF TRANSP in September 2024.
 DS3022
 DS3022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3022.been affixed to the stable North American tectonic plate. See 
 DS3022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3022
 DS3022.The horizontal coordinates are valid at the epoch date displayed above
 DS3022.which is a decimal equivalence of Year/Month/Day.
 DS3022
 DS3022.The orthometric height was determined by GPS observations and a
 DS3022.high-resolution geoid model using precise GPS observation and
 DS3022.processing techniques.
 DS3022
 DS3022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3022.GEOID18 height accuracy estimate available here.
 DS3022
 DS3022.Click photographs - Photos may exist for this station.
 DS3022
 DS3022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3022
 DS3022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3022
 DS3022.The ellipsoidal height was determined by GPS observations
 DS3022.and is referenced to NAD 83.
 DS3022
 DS3022. The following values were computed from the NAD 83(2011) position.
 DS3022
 DS3022;                    North         East     Units Scale Factor Converg.
 DS3022;SPC OK N     -   132,945.627   833,479.512   MT  0.99994541   +1 31 54.3
 DS3022;SPC OK N     -   436,172.44  2,734,507.37   sFT  0.99994541   +1 31 54.3
 DS3022;UTM  15      - 4,005,492.879   283,738.784   MT  1.00017629   -1 25 10.6
 DS3022
 DS3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3022!SPC OK N     -   0.99997296  x   0.99994541  =   0.99991837
 DS3022!UTM  15      -   0.99997296  x   1.00017629  =   1.00014924
 DS3022
 DS3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8373805492(NAD 83)
 DS3022
 DS3022                          SUPERSEDED SURVEY CONTROL
 DS3022
 DS3022.No superseded survey control is available for this station.
 DS3022
 DS3022_MARKER: DB = BENCH MARK DISK
 DS3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3022_STAMPING: M-49-31 SECONDARY CONTROL
 DS3022_MARK LOGO: OKDOT
 DS3022_PROJECTION: FLUSH
 DS3022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3022+STABILITY: SURFACE MOTION
 DS3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3022+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DS3022
 DS3022  HISTORY     - Date     Condition        Report By
 DS3022  HISTORY     - 19710123 MONUMENTED       OKDOT
 DS3022  HISTORY     - 20240827 GOOD             OKDOT
 DS3022
 DS3022                          STATION DESCRIPTION
 DS3022
 DS3022'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DS3022'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF NEODESHA, 6.0 MI
 DS3022'(9.7 KM) EAST-NORTHEAST OF INOLA AND 3.6 MI (5.8 KM) WEST-SOUTHWEST OF
 DS3022'CHOUTEAU.
 DS3022'
 DS3022'TO REACH THE MONUMENT FROM THE US412 AND SH88 INTERSECTION GO EAST ON
 DS3022'US 412 APPROXIMATELY 6.5 MI (10.5 KM) TO S 427 ROAD.  TURN LEFT AND GO
 DS3022'APPROXIMATELY 390' AND THE MONUMENT WILL BE ON THE EAST SIDE OF S 427
 DS3022'ROAD.
 DS3022'
 DS3022'THE MONUMENT IS APPROXIMATELY 252 FT (76.8 M) NORTH OF THE NORTH EDGE
 DS3022'OF CONCRETE FOR WESTBOUND US412.  IT IS APPROXIMATELY 13 FT (4.0 M)
 DS3022'EAST OF THE WEST EDGE OF ASPHALT ON S 427 ROAD, JUST WEST OF THE
 DS3022'BARBWIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9540 ***********************************************************************
 DR9540  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9540  DESIGNATION -  M 49 39
 DR9540  PID         -  DR9540
 DR9540  STATE/COUNTY-  OK/MAYES
 DR9540  COUNTRY     -  US
 DR9540  USGS QUAD   -  CHOUTEAU (2019)
 DR9540
 DR9540                         *CURRENT SURVEY CONTROL
 DR9540  ______________________________________________________________________
 DR9540* NAD 83(2011) POSITION- 36 09 55.31620(N) 095 19 58.07181(W)   ADJUSTED
 DR9540* NAD 83(2011) ELLIP HT-   171.126 (meters)        (11/20/23)   ADJUSTED
 DR9540* NAD 83(2011) EPOCH   -  2010.00
 DR9540* NAVD 88 ORTHO HEIGHT -   200.29  (meters)      657.1   (feet) GPS OBS
 DR9540  ______________________________________________________________________
 DR9540  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 DR9540  NAD 83(2011) X  -   -479,139.243 (meters)                     COMP
 DR9540  NAD 83(2011) Y  - -5,133,016.194 (meters)                     COMP
 DR9540  NAD 83(2011) Z  -  3,743,121.774 (meters)                     COMP
 DR9540  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 DR9540
 DR9540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9540  Standards:
 DR9540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9540  -------------------------------------------------------------------
 DR9540  NETWORK    0.48   1.04           0.21   0.18   0.53      0.01391697
 DR9540  -------------------------------------------------------------------
 DR9540  Click here for local accuracies and other accuracy information.
 DR9540
 DR9540.The horizontal coordinates were established by GPS observations
 DR9540.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9540
 DR9540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9540.been affixed to the stable North American tectonic plate. See 
 DR9540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9540
 DR9540.The horizontal coordinates are valid at the epoch date displayed above
 DR9540.which is a decimal equivalence of Year/Month/Day.
 DR9540
 DR9540.The orthometric height was determined by GPS observations and a
 DR9540.high-resolution geoid model using precise GPS observation and
 DR9540.processing techniques.
 DR9540
 DR9540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9540.GEOID18 height accuracy estimate available here.
 DR9540
 DR9540.Click photographs - Photos may exist for this station.
 DR9540
 DR9540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9540
 DR9540.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9540
 DR9540.The ellipsoidal height was determined by GPS observations
 DR9540.and is referenced to NAD 83.
 DR9540
 DR9540. The following values were computed from the NAD 83(2011) position.
 DR9540
 DR9540;                    North         East     Units Scale Factor Converg.
 DR9540;SPC OK N     -   132,596.684   839,938.440   MT  0.99994541   +1 34 26.5
 DR9540;SPC OK N     -   435,027.62  2,755,698.03   sFT  0.99994541   +1 34 26.5
 DR9540;UTM  15      - 4,004,811.704   290,172.556   MT  1.00014251   -1 22 37.7
 DR9540
 DR9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9540!SPC OK N     -   0.99997314  x   0.99994541  =   0.99991855
 DR9540!UTM  15      -   0.99997314  x   1.00014251  =   1.00011565
 DR9540
 DR9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9017204811(NAD 83)
 DR9540
 DR9540                          SUPERSEDED SURVEY CONTROL
 DR9540
 DR9540.No superseded survey control is available for this station.
 DR9540
 DR9540_MARKER: DD = SURVEY DISK
 DR9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9540_STAMPING: M-49-39
 DR9540_MARK LOGO: OKDH
 DR9540_PROJECTION: FLUSH
 DR9540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9540+STABILITY: SURFACE MOTION
 DR9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9540+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2023
 DR9540
 DR9540  HISTORY     - Date     Condition        Report By
 DR9540  HISTORY     - 19710331 MONUMENTED       OKDOT
 DR9540  HISTORY     - 20231005 GOOD             OKDOT
 DR9540
 DR9540                          STATION DESCRIPTION
 DR9540
 DR9540'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9540'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF ROCKY POINT, 6.8
 DR9540'MI (10.9 KM) WEST-NORTHWEST OF CEDAR CREST AND 1.5 MI (2.4 KM)
 DR9540'SOUTH-SOUTHEAST OF CHOUTEAU.
 DR9540'
 DR9540'FROM THE INTERSECTION OF US-412 HIGHWAY AND S 431 ROAD GO SOUTH
 DR9540'APPROXIMATELY 0.2 MI (0.3 KM) SOUTH.  THE MARK IS ON THE EAST SIDE OF
 DR9540'THE ROAD.
 DR9540'
 DR9540'THE MARK IS 2 FT (0.6 M) EAST OF THE BARBED WIRE FENCE.  THE MARK IS
 DR9540'APPROXIMATELY 20 FT (6.1 M) EAST OF THE CENTER OF S 431 ROAD.  IT IS
 DR9540'56 FT (17.1 M) SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0173 ***********************************************************************
 GH0173  DESIGNATION -  M 50
 GH0173  PID         -  GH0173
 GH0173  STATE/COUNTY-  OK/OSAGE
 GH0173  COUNTRY     -  US
 GH0173  USGS QUAD   -  FAIRFAX (2018)
 GH0173
 GH0173                         *CURRENT SURVEY CONTROL
 GH0173  ______________________________________________________________________
 GH0173* NAD 83(1986) POSITION- 36 33 01.     (N) 096 42 23.     (W)   SCALED
 GH0173* NAVD 88 ORTHO HEIGHT -   246.522 (meters)      808.80  (feet) ADJUSTED
 GH0173  ______________________________________________________________________
 GH0173  GEOID HEIGHT    -        -28.599 (meters)                     GEOID18
 GH0173  DYNAMIC HEIGHT  -        246.312 (meters)      808.11  (feet) COMP
 GH0173  MODELED GRAVITY -    979,775.9   (mgal)                       NAVD 88
 GH0173
 GH0173  VERT ORDER      -  SECOND    CLASS 0
 GH0173
 GH0173.The horizontal coordinates were scaled from a map and have
 GH0173.an estimated accuracy of +/- 6 seconds.
 GH0173
 GH0173.The orthometric height was determined by differential leveling and
 GH0173.adjusted by the NATIONAL GEODETIC SURVEY
 GH0173.in June 1991.
 GH0173
 GH0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0173.GEOID18 height accuracy estimate available here.
 GH0173
 GH0173.Click photographs - Photos may exist for this station.
 GH0173
 GH0173.The dynamic height is computed by dividing the NAVD 88
 GH0173.geopotential number by the normal gravity value computed on the
 GH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0173.degrees latitude (g = 980.6199 gals.).
 GH0173
 GH0173.The modeled gravity was interpolated from observed gravity values.
 GH0173
 GH0173;                    North         East    Units  Estimated Accuracy
 GH0173;SPC OK N     -   172,780.      715,810.      MT  (+/- 180 meters Scaled)
 GH0173
 GH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF052474(NAD 83)
 GH0173
 GH0173                          SUPERSEDED SURVEY CONTROL
 GH0173
 GH0173  NGVD 29 (??/??/92)  246.420  (m)          808.46   (f) ADJ UNCH    2 0
 GH0173
 GH0173.Superseded values are not recommended for survey control.
 GH0173
 GH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0173.See file dsdata.pdf to determine how the superseded data were derived.
 GH0173
 GH0173_MARKER: DB = BENCH MARK DISK
 GH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0173_STAMPING: M 50 1934
 GH0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0173+STABILITY: SURFACE MOTION
 GH0173
 GH0173  HISTORY     - Date     Condition        Report By
 GH0173  HISTORY     - 1934     MONUMENTED       CGS
 GH0173  HISTORY     - 20080401 MARK NOT FOUND   AIRDAT
 GH0173
 GH0173                          STATION DESCRIPTION
 GH0173
 GH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0173'1.4 MI N FROM FAIRFAX.
 GH0173'ABOUT 2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0173'RAILWAY FROM THE STATION AT FAIRFAX, OSAGE COUNTY, ABOUT 0.5
 GH0173'MILE SOUTH OF MILEPOST 39, 36 FEET SOUTH OF AN EAST-AND-WEST
 GH0173'SECTION-LINE ROAD, 99 FEET WEST OF THE CENTER LINE OF THE
 GH0173'TRACK, AND 2 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 GH0173'STAMPED M 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0173
 GH0173                          STATION RECOVERY (2008)
 GH0173
 GH0173'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0554 ***********************************************************************
 FH0554  DESIGNATION -  M 54
 FH0554  PID         -  FH0554
 FH0554  STATE/COUNTY-  OK/MUSKOGEE
 FH0554  COUNTRY     -  US
 FH0554  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0554
 FH0554                         *CURRENT SURVEY CONTROL
 FH0554  ______________________________________________________________________
 FH0554* NAD 83(1986) POSITION- 35 39 29.     (N) 095 21 40.     (W)   SCALED
 FH0554* NAVD 88 ORTHO HEIGHT -   181.124 (meters)      594.24  (feet) ADJUSTED
 FH0554  ______________________________________________________________________
 FH0554  GEOID HEIGHT    -        -29.568 (meters)                     GEOID18
 FH0554  DYNAMIC HEIGHT  -        180.959 (meters)      593.70  (feet) COMP
 FH0554  MODELED GRAVITY -    979,714.1   (mgal)                       NAVD 88
 FH0554
 FH0554  VERT ORDER      -  SECOND    CLASS 0
 FH0554
 FH0554.This mark is at Davis Field Airport (MKO)
 FH0554
 FH0554.The horizontal coordinates were scaled from a map and have
 FH0554.an estimated accuracy of +/- 6 seconds.
 FH0554
 FH0554.The orthometric height was determined by differential leveling and
 FH0554.adjusted by the NATIONAL GEODETIC SURVEY
 FH0554.in June 1991.
 FH0554
 FH0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0554.GEOID18 height accuracy estimate available here.
 FH0554
 FH0554.Click photographs - Photos may exist for this station.
 FH0554
 FH0554.The dynamic height is computed by dividing the NAVD 88
 FH0554.geopotential number by the normal gravity value computed on the
 FH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0554.degrees latitude (g = 980.6199 gals.).
 FH0554
 FH0554.The modeled gravity was interpolated from observed gravity values.
 FH0554
 FH0554;                    North         East    Units  Estimated Accuracy
 FH0554;SPC OK N     -    76,260.      838,920.      MT  (+/- 180 meters Scaled)
 FH0554
 FH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV862485(NAD 83)
 FH0554
 FH0554                          SUPERSEDED SURVEY CONTROL
 FH0554
 FH0554  NGVD 29 (??/??/92)  181.008  (m)          593.86   (f) ADJ UNCH    2 0
 FH0554
 FH0554.Superseded values are not recommended for survey control.
 FH0554
 FH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0554.See file dsdata.pdf to determine how the superseded data were derived.
 FH0554
 FH0554_MARKER: DB = BENCH MARK DISK
 FH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0554_STAMPING: M 54 1957
 FH0554_MARK LOGO: CGS
 FH0554_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0554+STABILITY: SURFACE MOTION
 FH0554
 FH0554  HISTORY     - Date     Condition        Report By
 FH0554  HISTORY     - 1957     MONUMENTED       CGS
 FH0554  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0554
 FH0554                          STATION DESCRIPTION
 FH0554
 FH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0554'7.6 MI S FROM MUSKOGEE.
 FH0554'6.3 MILE SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0554'AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD,
 FH0554'THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, THENCE 0.75 MILE
 FH0554'SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST AND SOUTHEAST
 FH0554'RUNWAY AT DAVIS FIELD, 0.3 MILE SOUTHWEST OF THE PRESENT
 FH0554'ADMINISTRATION BUILDING, 500 FEET NORTHEAST OF THE CENTER LINE
 FH0554'OF A PROPOSED RUNWAY, 2 FEET NORTHWEST OF A WITNESS POST, 1200
 FH0554'FEET SOUTHEAST OF BENCH MARK N 54, SET IN THE TOP OF A CONCRETE
 FH0554'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FH0554
 FH0554                          STATION RECOVERY (1974)
 FH0554
 FH0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0307 ***********************************************************************
 EL0307  DESIGNATION -  M 56
 EL0307  PID         -  EL0307
 EL0307  STATE/COUNTY-  OK/MURRAY
 EL0307  COUNTRY     -  US
 EL0307  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0307
 EL0307                         *CURRENT SURVEY CONTROL
 EL0307  ______________________________________________________________________
 EL0307* NAD 83(1986) POSITION- 34 30 23.     (N) 096 59 20.     (W)   SCALED
 EL0307* NAVD 88 ORTHO HEIGHT -   298.012 (meters)      977.73  (feet) ADJUSTED
 EL0307  ______________________________________________________________________
 EL0307  GEOID HEIGHT    -        -25.304 (meters)                     GEOID18
 EL0307  DYNAMIC HEIGHT  -        297.720 (meters)      976.77  (feet) COMP
 EL0307  MODELED GRAVITY -    979,645.8   (mgal)                       NAVD 88
 EL0307
 EL0307  VERT ORDER      -  SECOND    CLASS 0
 EL0307
 EL0307.The horizontal coordinates were scaled from a map and have
 EL0307.an estimated accuracy of +/- 6 seconds.
 EL0307
 EL0307.The orthometric height was determined by differential leveling and
 EL0307.adjusted by the NATIONAL GEODETIC SURVEY
 EL0307.in June 1991.
 EL0307
 EL0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0307.GEOID18 height accuracy estimate available here.
 EL0307
 EL0307.Click photographs - Photos may exist for this station.
 EL0307
 EL0307.The dynamic height is computed by dividing the NAVD 88
 EL0307.geopotential number by the normal gravity value computed on the
 EL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0307.degrees latitude (g = 980.6199 gals.).
 EL0307
 EL0307.The modeled gravity was interpolated from observed gravity values.
 EL0307
 EL0307;                    North         East    Units  Estimated Accuracy
 EL0307;SPC OK S     -   130,580.      692,850.      MT  (+/- 180 meters Scaled)
 EL0307
 EL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD846201(NAD 83)
 EL0307
 EL0307                          SUPERSEDED SURVEY CONTROL
 EL0307
 EL0307  NGVD 29 (??/??/92)  297.936  (m)          977.48   (f) ADJ UNCH    2 0
 EL0307
 EL0307.Superseded values are not recommended for survey control.
 EL0307
 EL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0307.See file dsdata.pdf to determine how the superseded data were derived.
 EL0307
 EL0307_MARKER: DB = BENCH MARK DISK
 EL0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0307_STAMPING: M 56 1934
 EL0307_MARK LOGO: CGS
 EL0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0307+STABILITY: SURFACE MOTION
 EL0307
 EL0307  HISTORY     - Date     Condition        Report By
 EL0307  HISTORY     - 1934     MONUMENTED       CGS
 EL0307  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0307
 EL0307                          STATION DESCRIPTION
 EL0307
 EL0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0307'1.3 MI W FROM SULPHUR.
 EL0307'0.2 MILE EAST OF MILE POST 8.  45 FEET NORTH OF NEAREST RAIL OF
 EL0307'GULF-COLORADO AND SANTA FE RAILWAY.  30 FEET WEST OF CENTER LINE
 EL0307'OF ROAD ON SULPHURS WEST CITY LIMIT LINE.
 EL0307
 EL0307                          STATION RECOVERY (1965)
 EL0307
 EL0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0239 ***********************************************************************
 EL0239  DESIGNATION -  M 57
 EL0239  PID         -  EL0239
 EL0239  STATE/COUNTY-  OK/PONTOTOC
 EL0239  COUNTRY     -  US
 EL0239  USGS QUAD   -  FRANCIS (2018)
 EL0239
 EL0239                         *CURRENT SURVEY CONTROL
 EL0239  ______________________________________________________________________
 EL0239* NAD 83(1986) POSITION- 34 50 23.     (N) 096 37 16.     (W)   SCALED
 EL0239* NAVD 88 ORTHO HEIGHT -   306.913 (meters)     1006.93  (feet) ADJUSTED
 EL0239  ______________________________________________________________________
 EL0239  GEOID HEIGHT    -        -26.659 (meters)                     GEOID18
 EL0239  DYNAMIC HEIGHT  -        306.615 (meters)     1005.95  (feet) COMP
 EL0239  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 EL0239
 EL0239  VERT ORDER      -  SECOND    CLASS 0
 EL0239
 EL0239.The horizontal coordinates were scaled from a map and have
 EL0239.an estimated accuracy of +/- 6 seconds.
 EL0239
 EL0239.The orthometric height was determined by differential leveling and
 EL0239.adjusted by the NATIONAL GEODETIC SURVEY
 EL0239.in June 1991.
 EL0239
 EL0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0239.GEOID18 height accuracy estimate available here.
 EL0239
 EL0239.Click photographs - Photos may exist for this station.
 EL0239
 EL0239.The dynamic height is computed by dividing the NAVD 88
 EL0239.geopotential number by the normal gravity value computed on the
 EL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0239.degrees latitude (g = 980.6199 gals.).
 EL0239
 EL0239.The modeled gravity was interpolated from observed gravity values.
 EL0239
 EL0239;                    North         East    Units  Estimated Accuracy
 EL0239;SPC OK S     -   167,960.      726,110.      MT  (+/- 180 meters Scaled)
 EL0239
 EL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD175578(NAD 83)
 EL0239
 EL0239                          SUPERSEDED SURVEY CONTROL
 EL0239
 EL0239  NGVD 29 (??/??/92)  306.812  (m)         1006.60   (f) ADJ UNCH    2 0
 EL0239
 EL0239.Superseded values are not recommended for survey control.
 EL0239
 EL0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0239.See file dsdata.pdf to determine how the superseded data were derived.
 EL0239
 EL0239_MARKER: DB = BENCH MARK DISK
 EL0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0239_STAMPING: M 57 1934
 EL0239_MARK LOGO: CGS
 EL0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0239+STABILITY: SURFACE MOTION
 EL0239
 EL0239  HISTORY     - Date     Condition        Report By
 EL0239  HISTORY     - 1934     MONUMENTED       CGS
 EL0239  HISTORY     - 1958     MARK NOT FOUND   USGS
 EL0239  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0239
 EL0239                          STATION DESCRIPTION
 EL0239
 EL0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0239'3.3 MILES SOUTHWEST OF STL. AND SF. RR. STATION AT FRANCIS.
 EL0239'375 FEET SOUTHWEST OF MILE POST 542.  45 FEET WEST OF THE NEAREST
 EL0239'RAIL OF THE SAINT LOUIS AND SAN FRANCISCO RAILWAY TRACK.  27
 EL0239'FEET NORTH OF THE CENTER LINE OF SECTION LINE ROAD, AND INSIDE
 EL0239'OF THE RAILROAD PROPERTY FENCE.  AT OAKMAN
 EL0239
 EL0239                          STATION RECOVERY (1958)
 EL0239
 EL0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EL0239'MARK NOT FOUND.
 EL0239
 EL0239                          STATION RECOVERY (2017)
 EL0239
 EL0239'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0239'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0070 ***********************************************************************
 FJ0070  DESIGNATION -  M 58
 FJ0070  PID         -  FJ0070
 FJ0070  STATE/COUNTY-  OK/HUGHES
 FJ0070  COUNTRY     -  US
 FJ0070  USGS QUAD   -  WETUMKA (2018)
 FJ0070
 FJ0070                         *CURRENT SURVEY CONTROL
 FJ0070  ______________________________________________________________________
 FJ0070* NAD 83(1986) POSITION- 35 14 18.8    (N) 096 14 30.5    (W)   HD_HELD2
 FJ0070* NAVD 88 ORTHO HEIGHT -   235.062 (meters)      771.20  (feet) ADJUSTED
 FJ0070  ______________________________________________________________________
 FJ0070  GEOID HEIGHT    -        -28.526 (meters)                     GEOID18
 FJ0070  DYNAMIC HEIGHT  -        234.836 (meters)      770.46  (feet) COMP
 FJ0070  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 FJ0070
 FJ0070  VERT ORDER      -  SECOND    CLASS 0
 FJ0070
 FJ0070.The horizontal coordinates were established by autonomous hand held GPS
 FJ0070.observations and have an estimated accuracy of +/- 10 meters.
 FJ0070
 FJ0070.The orthometric height was determined by differential leveling and
 FJ0070.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0070.in June 1991.
 FJ0070
 FJ0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0070.GEOID18 height accuracy estimate available here.
 FJ0070
 FJ0070.Click photographs - Photos may exist for this station.
 FJ0070
 FJ0070.The dynamic height is computed by dividing the NAVD 88
 FJ0070.geopotential number by the normal gravity value computed on the
 FJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0070.degrees latitude (g = 980.6199 gals.).
 FJ0070
 FJ0070.The modeled gravity was interpolated from observed gravity values.
 FJ0070
 FJ0070;                    North         East    Units  Estimated Accuracy
 FJ0070;SPC OK S     -   212,734.      760,027.      MT  (+/- 10 meters HH2 GPS)
 FJ0070
 FJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5098902985(NAD 83)
 FJ0070
 FJ0070                          SUPERSEDED SURVEY CONTROL
 FJ0070
 FJ0070  NGVD 29 (??/??/92)  234.947  (m)          770.82   (f) ADJ UNCH    2 0
 FJ0070
 FJ0070.Superseded values are not recommended for survey control.
 FJ0070
 FJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0070.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0070
 FJ0070_MARKER: DB = BENCH MARK DISK
 FJ0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0070_SP_SET: BUILDING
 FJ0070_STAMPING: M 58 1934
 FJ0070_MARK LOGO: CGS
 FJ0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0070
 FJ0070  HISTORY     - Date     Condition        Report By
 FJ0070  HISTORY     - 1934     MONUMENTED       CGS
 FJ0070
 FJ0070                          STATION DESCRIPTION
 FJ0070
 FJ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0070'AT WETUMKA.
 FJ0070'AT WETUMKA SET VERTICAL IN THE EAST FACE OF THE WETUMKA CITY HALL.
 FJ0070'AT THE NORTHWEST CORNER OF MAIN AND FRISCO STREETS.  6 FEET SOUTH
 FJ0070'OF THE EAST MAIN ENTRANCE.  4 FEET ABOVE THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0501 ***********************************************************************
 FH0501  DESIGNATION -  M 59
 FH0501  PID         -  FH0501
 FH0501  STATE/COUNTY-  OK/MUSKOGEE
 FH0501  COUNTRY     -  US
 FH0501  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0501
 FH0501                         *CURRENT SURVEY CONTROL
 FH0501  ______________________________________________________________________
 FH0501* NAD 83(1986) POSITION- 35 45 51.     (N) 095 20 24.     (W)   SCALED
 FH0501* NAVD 88 ORTHO HEIGHT -   176.900 (meters)      580.38  (feet) ADJUSTED
 FH0501  ______________________________________________________________________
 FH0501  GEOID HEIGHT    -        -29.440 (meters)                     GEOID18
 FH0501  DYNAMIC HEIGHT  -        176.741 (meters)      579.86  (feet) COMP
 FH0501  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 FH0501
 FH0501  VERT ORDER      -  SECOND    CLASS 0
 FH0501
 FH0501.The horizontal coordinates were scaled from a map and have
 FH0501.an estimated accuracy of +/- 6 seconds.
 FH0501
 FH0501.The orthometric height was determined by differential leveling and
 FH0501.adjusted by the NATIONAL GEODETIC SURVEY
 FH0501.in June 1991.
 FH0501
 FH0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0501.GEOID18 height accuracy estimate available here.
 FH0501
 FH0501.Click photographs - Photos may exist for this station.
 FH0501
 FH0501.The dynamic height is computed by dividing the NAVD 88
 FH0501.geopotential number by the normal gravity value computed on the
 FH0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0501.degrees latitude (g = 980.6199 gals.).
 FH0501
 FH0501.The modeled gravity was interpolated from observed gravity values.
 FH0501
 FH0501;                    North         East    Units  Estimated Accuracy
 FH0501;SPC OK N     -    88,080.      840,510.      MT  (+/- 180 meters Scaled)
 FH0501
 FH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV884603(NAD 83)
 FH0501
 FH0501                          SUPERSEDED SURVEY CONTROL
 FH0501
 FH0501  NGVD 29 (??/??/92)  176.787  (m)          580.01   (f) ADJ UNCH    2 0
 FH0501
 FH0501.Superseded values are not recommended for survey control.
 FH0501
 FH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0501.See file dsdata.pdf to determine how the superseded data were derived.
 FH0501
 FH0501_MARKER: DB = BENCH MARK DISK
 FH0501_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0501_STAMPING: M 59 1934
 FH0501_MARK LOGO: CGS
 FH0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0501
 FH0501  HISTORY     - Date     Condition        Report By
 FH0501  HISTORY     - 1934     MONUMENTED       CGS
 FH0501  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0501
 FH0501                          STATION DESCRIPTION
 FH0501
 FH0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0501'2.7 MI NE FROM MUSKOGEE.
 FH0501'0.2 MILE SOUTHWEST OF ST. LOUIS AND SAN FRANCISCO RAILROAD
 FH0501'ROUND-HOUSE.  150 FEET EAST OF MILE POLE 453/15.  45 FEET
 FH0501'SOUTHEAST OF CENTER LINE OF UNITED STATES HIGHWAY 73 INTERSECTION
 FH0501'WITH ST. LOUIS AND SAN FRANCISCO RAILWAY 4538.
 FH0501
 FH0501                          STATION RECOVERY (1960)
 FH0501
 FH0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0501'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0660 ***********************************************************************
 FH0660  DESIGNATION -  M 6
 FH0660  PID         -  FH0660
 FH0660  STATE/COUNTY-  OK/MCINTOSH
 FH0660  COUNTRY     -  US
 FH0660  USGS QUAD   -  HANNA (2018)
 FH0660
 FH0660                         *CURRENT SURVEY CONTROL
 FH0660  ______________________________________________________________________
 FH0660* NAD 83(1986) POSITION- 35 12 44.     (N) 095 55 33.     (W)   SCALED
 FH0660* NAVD 88 ORTHO HEIGHT -   208.874 (meters)      685.28  (feet) ADJUSTED
 FH0660  ______________________________________________________________________
 FH0660  GEOID HEIGHT    -        -29.364 (meters)                     GEOID18
 FH0660  DYNAMIC HEIGHT  -        208.671 (meters)      684.61  (feet) COMP
 FH0660  MODELED GRAVITY -    979,658.3   (mgal)                       NAVD 88
 FH0660
 FH0660  VERT ORDER      -  FIRST     CLASS II
 FH0660
 FH0660.The horizontal coordinates were scaled from a map and have
 FH0660.an estimated accuracy of +/- 6 seconds.
 FH0660
 FH0660.The orthometric height was determined by differential leveling and
 FH0660.adjusted by the NATIONAL GEODETIC SURVEY
 FH0660.in June 1991.
 FH0660
 FH0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0660.GEOID18 height accuracy estimate available here.
 FH0660
 FH0660.Click photographs - Photos may exist for this station.
 FH0660
 FH0660.The dynamic height is computed by dividing the NAVD 88
 FH0660.geopotential number by the normal gravity value computed on the
 FH0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0660.degrees latitude (g = 980.6199 gals.).
 FH0660
 FH0660.The modeled gravity was interpolated from observed gravity values.
 FH0660
 FH0660;                    North         East    Units  Estimated Accuracy
 FH0660;SPC OK S     -   210,360.      788,840.      MT  (+/- 180 meters Scaled)
 FH0660
 FH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV336005(NAD 83)
 FH0660
 FH0660                          SUPERSEDED SURVEY CONTROL
 FH0660
 FH0660  NGVD 29 (??/??/92)  208.764  (m)          684.92   (f) ADJ UNCH    1 2
 FH0660
 FH0660.Superseded values are not recommended for survey control.
 FH0660
 FH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0660.See file dsdata.pdf to determine how the superseded data were derived.
 FH0660
 FH0660_MARKER: DB = BENCH MARK DISK
 FH0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0660_STAMPING: 684.920 M 6 1933
 FH0660_MARK LOGO: CGS
 FH0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0660+STABILITY: SURFACE MOTION
 FH0660
 FH0660  HISTORY     - Date     Condition        Report By
 FH0660  HISTORY     - 1933     MONUMENTED       CGS
 FH0660
 FH0660                          STATION DESCRIPTION
 FH0660
 FH0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0660'AT VERNON.
 FH0660'AT VERNON, MC INTOSH COUNTY, 125 FEET SOUTHWEST OF THE ABANDONED
 FH0660'FORT SMITH AND WESTERN RAILWAY STATION, AT A STREET CROSSING,
 FH0660'80 FEET SOUTH OF THE OLD ROADBED, 50 FEET EAST OF THE CENTER
 FH0660'LINE OF THE STREET, 30 FEET NORTHWEST OF A WHITE HOUSE, AND
 FH0660'OUTSIDE THE FENCE.  A STANDARD DISK, STAMPED 684.920 M 6 1933
 FH0660'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0441 ***********************************************************************
 FH0441  DESIGNATION -  M 60
 FH0441  PID         -  FH0441
 FH0441  STATE/COUNTY-  OK/MCINTOSH
 FH0441  COUNTRY     -  US
 FH0441  USGS QUAD   -  OKTAHA (2018)
 FH0441
 FH0441                         *CURRENT SURVEY CONTROL
 FH0441  ______________________________________________________________________
 FH0441* NAD 83(1986) POSITION- 35 31 20.     (N) 095 29 54.     (W)   SCALED
 FH0441* NAVD 88 ORTHO HEIGHT -   175.920 (meters)      577.16  (feet) ADJUSTED
 FH0441  ______________________________________________________________________
 FH0441  GEOID HEIGHT    -        -29.722 (meters)                     GEOID18
 FH0441  DYNAMIC HEIGHT  -        175.756 (meters)      576.63  (feet) COMP
 FH0441  MODELED GRAVITY -    979,699.9   (mgal)                       NAVD 88
 FH0441
 FH0441  VERT ORDER      -  SECOND    CLASS 0
 FH0441
 FH0441.The horizontal coordinates were scaled from a map and have
 FH0441.an estimated accuracy of +/- 6 seconds.
 FH0441
 FH0441.The orthometric height was determined by differential leveling and
 FH0441.adjusted by the NATIONAL GEODETIC SURVEY
 FH0441.in June 1991.
 FH0441
 FH0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0441.GEOID18 height accuracy estimate available here.
 FH0441
 FH0441.Click photographs - Photos may exist for this station.
 FH0441
 FH0441.The dynamic height is computed by dividing the NAVD 88
 FH0441.geopotential number by the normal gravity value computed on the
 FH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0441.degrees latitude (g = 980.6199 gals.).
 FH0441
 FH0441.The modeled gravity was interpolated from observed gravity values.
 FH0441
 FH0441;                    North         East    Units  Estimated Accuracy
 FH0441;SPC OK S     -   245,630.      826,910.      MT  (+/- 180 meters Scaled)
 FH0441
 FH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV734338(NAD 83)
 FH0441
 FH0441                          SUPERSEDED SURVEY CONTROL
 FH0441
 FH0441  NGVD 29 (??/??/92)  175.816  (m)          576.82   (f) ADJ UNCH    2 0
 FH0441
 FH0441.Superseded values are not recommended for survey control.
 FH0441
 FH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0441.See file dsdata.pdf to determine how the superseded data were derived.
 FH0441
 FH0441_MARKER: DB = BENCH MARK DISK
 FH0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0441_STAMPING: M 80 1934
 FH0441_MARK LOGO: CGS
 FH0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0441+STABILITY: SURFACE MOTION
 FH0441
 FH0441  HISTORY     - Date     Condition        Report By
 FH0441  HISTORY     - 1934     MONUMENTED       CGS
 FH0441  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0441
 FH0441                          STATION DESCRIPTION
 FH0441
 FH0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0441'3.8 MI S FROM OKTAHA.
 FH0441'3.8 MILES SOUTH OF OKTAHA MXT RR DEPOT.  102 FEET WEST OF
 FH0441'MILEPOST 521.  48 FEET WEST OF MAIN TRACK OF THE
 FH0441'MISSOURI-KANSAS-TEXAS RR.  30 FEET SOUTHEAST OF RENTIESVILLE
 FH0441'STATION SIGN.
 FH0441
 FH0441                          STATION RECOVERY (1974)
 FH0441
 FH0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0458 ***********************************************************************
 DN0458  DESIGNATION -  M 61
 DN0458  PID         -  DN0458
 DN0458  STATE/COUNTY-  OK/MARSHALL
 DN0458  COUNTRY     -  US
 DN0458  USGS QUAD   -  PLATTER (2018)
 DN0458
 DN0458                         *CURRENT SURVEY CONTROL
 DN0458  ______________________________________________________________________
 DN0458* NAD 83(1986) POSITION- 33 55 15.     (N) 096 37 15.     (W)   SCALED
 DN0458* NAVD 88 ORTHO HEIGHT -   182.300 (meters)      598.10  (feet) ADJUSTED
 DN0458  ______________________________________________________________________
 DN0458  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 DN0458  DYNAMIC HEIGHT  -        182.106 (meters)      597.46  (feet) COMP
 DN0458  MODELED GRAVITY -    979,570.0   (mgal)                       NAVD 88
 DN0458
 DN0458  VERT ORDER      -  FIRST     CLASS II
 DN0458
 DN0458.The horizontal coordinates were scaled from a map and have
 DN0458.an estimated accuracy of +/- 6 seconds.
 DN0458
 DN0458.The orthometric height was determined by differential leveling and
 DN0458.adjusted by the NATIONAL GEODETIC SURVEY
 DN0458.in June 1991.
 DN0458
 DN0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0458.GEOID18 height accuracy estimate available here.
 DN0458
 DN0458.Click photographs - Photos may exist for this station.
 DN0458
 DN0458.The dynamic height is computed by dividing the NAVD 88
 DN0458.geopotential number by the normal gravity value computed on the
 DN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0458.degrees latitude (g = 980.6199 gals.).
 DN0458
 DN0458.The modeled gravity was interpolated from observed gravity values.
 DN0458
 DN0458;                    North         East    Units  Estimated Accuracy
 DN0458;SPC OK S     -    66,040.      727,530.      MT  (+/- 180 meters Scaled)
 DN0458
 DN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC199559(NAD 83)
 DN0458
 DN0458                          SUPERSEDED SURVEY CONTROL
 DN0458
 DN0458  NGVD 29 (??/??/92)  182.276  (m)          598.02   (f) ADJ UNCH    1 2
 DN0458
 DN0458.Superseded values are not recommended for survey control.
 DN0458
 DN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0458.See file dsdata.pdf to determine how the superseded data were derived.
 DN0458
 DN0458_MARKER: DB = BENCH MARK DISK
 DN0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0458_STAMPING: M 61 1934
 DN0458_MARK LOGO: CGS
 DN0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0458+STABILITY: SURFACE MOTION
 DN0458
 DN0458  HISTORY     - Date     Condition        Report By
 DN0458  HISTORY     - 1934     MONUMENTED       CGS
 DN0458  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 DN0458
 DN0458                          STATION DESCRIPTION
 DN0458
 DN0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0458'0.1 MI S FROM WOODVILLE.
 DN0458'0.1 MILE SOUTH OF WOODVILLE.  AT MILE POST 618.25 AND ST. LOUIS AND
 DN0458'SAN FRANCISCO RAILROAD CROSSING.  20 FEET SOUTH OF THE TRACK.  15 FEET
 DN0458'WEST OF THE CENTERLINE OF THE ROAD.
 DN0458
 DN0458                          STATION RECOVERY (1996)
 DN0458
 DN0458'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0351 ***********************************************************************
 GG0351  DESIGNATION -  M 62
 GG0351  PID         -  GG0351
 GG0351  STATE/COUNTY-  OK/MAYES
 GG0351  COUNTRY     -  US
 GG0351  USGS QUAD   -  ADAIR (2019)
 GG0351
 GG0351                         *CURRENT SURVEY CONTROL
 GG0351  ______________________________________________________________________
 GG0351* NAD 83(1986) POSITION- 36 26 10.     (N) 095 16 15.     (W)   SCALED
 GG0351* NAVD 88 ORTHO HEIGHT -   208.200 (meters)      683.07  (feet) ADJUSTED
 GG0351  ______________________________________________________________________
 GG0351  GEOID HEIGHT    -        -29.214 (meters)                     GEOID18
 GG0351  DYNAMIC HEIGHT  -        208.024 (meters)      682.49  (feet) COMP
 GG0351  MODELED GRAVITY -    979,782.2   (mgal)                       NAVD 88
 GG0351
 GG0351  VERT ORDER      -  SECOND    CLASS 0
 GG0351
 GG0351.The horizontal coordinates were scaled from a map and have
 GG0351.an estimated accuracy of +/- 6 seconds.
 GG0351
 GG0351.The orthometric height was determined by differential leveling and
 GG0351.adjusted by the NATIONAL GEODETIC SURVEY
 GG0351.in June 1991.
 GG0351
 GG0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0351.GEOID18 height accuracy estimate available here.
 GG0351
 GG0351.Click photographs - Photos may exist for this station.
 GG0351
 GG0351.The dynamic height is computed by dividing the NAVD 88
 GG0351.geopotential number by the normal gravity value computed on the
 GG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0351.degrees latitude (g = 980.6199 gals.).
 GG0351
 GG0351.The modeled gravity was interpolated from observed gravity values.
 GG0351
 GG0351;                    North         East    Units  Estimated Accuracy
 GG0351;SPC OK N     -   162,780.      844,670.      MT  (+/- 180 meters Scaled)
 GG0351
 GG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA964347(NAD 83)
 GG0351
 GG0351                          SUPERSEDED SURVEY CONTROL
 GG0351
 GG0351  NGVD 29 (??/??/92)  208.085  (m)          682.69   (f) ADJ UNCH    2 0
 GG0351
 GG0351.Superseded values are not recommended for survey control.
 GG0351
 GG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0351.See file dsdata.pdf to determine how the superseded data were derived.
 GG0351
 GG0351_MARKER: DB = BENCH MARK DISK
 GG0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0351_STAMPING: M 62 1934
 GG0351_MARK LOGO: CGS
 GG0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0351+STABILITY: SURFACE MOTION
 GG0351
 GG0351  HISTORY     - Date     Condition        Report By
 GG0351  HISTORY     - 1934     MONUMENTED       CGS
 GG0351  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0351
 GG0351                          STATION DESCRIPTION
 GG0351
 GG0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0351'AT ADAIR.
 GG0351'AT ADAIR, 96 FEET EAST OF MISSOURI-KANSAS AND TEXAS RAILWAY
 GG0351'STATION, AT ADAIR.  75 FEET EAST OF NEAREST RAIL OF MAIN TRACK.
 GG0351'72 FEET SOUTH OF CENTER LINE OF MAIN STREET OF TOWN.
 GG0351
 GG0351                          STATION RECOVERY (1960)
 GG0351
 GG0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0554 ***********************************************************************
 EK0554  DESIGNATION -  M 63
 EK0554  PID         -  EK0554
 EK0554  STATE/COUNTY-  OK/PUSHMATAHA
 EK0554  COUNTRY     -  US
 EK0554  USGS QUAD   -  ANTLERS EAST (2019)
 EK0554
 EK0554                         *CURRENT SURVEY CONTROL
 EK0554  ______________________________________________________________________
 EK0554* NAD 83(1986) POSITION- 34 11 24.     (N) 095 35 32.     (W)   SCALED
 EK0554* NAVD 88 ORTHO HEIGHT -   158.454 (meters)      519.86  (feet) ADJUSTED
 EK0554  ______________________________________________________________________
 EK0554  GEOID HEIGHT    -        -29.980 (meters)                     GEOID18
 EK0554  DYNAMIC HEIGHT  -        158.282 (meters)      519.30  (feet) COMP
 EK0554  MODELED GRAVITY -    979,549.9   (mgal)                       NAVD 88
 EK0554
 EK0554  VERT ORDER      -  SECOND    CLASS 0
 EK0554
 EK0554.The horizontal coordinates were scaled from a map and have
 EK0554.an estimated accuracy of +/- 6 seconds.
 EK0554
 EK0554.The orthometric height was determined by differential leveling and
 EK0554.adjusted by the NATIONAL GEODETIC SURVEY
 EK0554.in June 1991.
 EK0554
 EK0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0554.GEOID18 height accuracy estimate available here.
 EK0554
 EK0554.Click photographs - Photos may exist for this station.
 EK0554
 EK0554.The dynamic height is computed by dividing the NAVD 88
 EK0554.geopotential number by the normal gravity value computed on the
 EK0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0554.degrees latitude (g = 980.6199 gals.).
 EK0554
 EK0554.The modeled gravity was interpolated from observed gravity values.
 EK0554
 EK0554;                    North         East    Units  Estimated Accuracy
 EK0554;SPC OK S     -    97,670.      821,920.      MT  (+/- 180 meters Scaled)
 EK0554
 EK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT611862(NAD 83)
 EK0554
 EK0554                          SUPERSEDED SURVEY CONTROL
 EK0554
 EK0554  NGVD 29 (??/??/92)  158.375  (m)          519.60   (f) ADJ UNCH    2 0
 EK0554
 EK0554.Superseded values are not recommended for survey control.
 EK0554
 EK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0554.See file dsdata.pdf to determine how the superseded data were derived.
 EK0554
 EK0554_MARKER: DB = BENCH MARK DISK
 EK0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0554_STAMPING: M 63 1934
 EK0554_MARK LOGO: CGS
 EK0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0554+STABILITY: SURFACE MOTION
 EK0554
 EK0554  HISTORY     - Date     Condition        Report By
 EK0554  HISTORY     - 1934     MONUMENTED       CGS
 EK0554
 EK0554                          STATION DESCRIPTION
 EK0554
 EK0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0554'3.2 MI S FROM ANTLERS.
 EK0554'3.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0554'THE STATION AT ANTLERS, PUSHMATAHA COUNTY, ABOUT 120 FEET
 EK0554'SOUTH OF BRIDGE 545-2, ABOUT 90 FEET EAST OF THE TRACK, AND IN
 EK0554'LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EK0554'M 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0359 ***********************************************************************
 GG0359  DESIGNATION -  M 63
 GG0359  PID         -  GG0359
 GG0359  STATE/COUNTY-  OK/MAYES
 GG0359  COUNTRY     -  US
 GG0359  USGS QUAD   -  SALINA SE (2019)
 GG0359
 GG0359                         *CURRENT SURVEY CONTROL
 GG0359  ______________________________________________________________________
 GG0359* NAD 83(1986) POSITION- 36 22 25.     (N) 095 03 27.     (W)   SCALED
 GG0359* NAVD 88 ORTHO HEIGHT -   277.328 (meters)      909.87  (feet) ADJUSTED
 GG0359  ______________________________________________________________________
 GG0359  GEOID HEIGHT    -        -29.020 (meters)                     GEOID18
 GG0359  DYNAMIC HEIGHT  -        277.091 (meters)      909.09  (feet) COMP
 GG0359  MODELED GRAVITY -    979,768.6   (mgal)                       NAVD 88
 GG0359
 GG0359  VERT ORDER      -  SECOND    CLASS 0
 GG0359
 GG0359.The horizontal coordinates were scaled from a map and have
 GG0359.an estimated accuracy of +/- 6 seconds.
 GG0359
 GG0359.The orthometric height was determined by differential leveling and
 GG0359.adjusted by the NATIONAL GEODETIC SURVEY
 GG0359.in June 1991.
 GG0359
 GG0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0359.GEOID18 height accuracy estimate available here.
 GG0359
 GG0359.Click photographs - Photos may exist for this station.
 GG0359
 GG0359.The dynamic height is computed by dividing the NAVD 88
 GG0359.geopotential number by the normal gravity value computed on the
 GG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0359.degrees latitude (g = 980.6199 gals.).
 GG0359
 GG0359.The modeled gravity was interpolated from observed gravity values.
 GG0359
 GG0359;                    North         East    Units  Estimated Accuracy
 GG0359;SPC OK N     -   156,410.      864,000.      MT  (+/- 180 meters Scaled)
 GG0359
 GG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA154273(NAD 83)
 GG0359
 GG0359                          SUPERSEDED SURVEY CONTROL
 GG0359
 GG0359  NGVD 29 (??/??/92)  277.206  (m)          909.47   (f) ADJ UNCH    2 0
 GG0359
 GG0359.Superseded values are not recommended for survey control.
 GG0359
 GG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0359.See file dsdata.pdf to determine how the superseded data were derived.
 GG0359
 GG0359_MARKER: DB = BENCH MARK DISK
 GG0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0359_STAMPING: M 63 1934
 GG0359_MARK LOGO: CGS
 GG0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0359+STABILITY: SURFACE MOTION
 GG0359
 GG0359  HISTORY     - Date     Condition        Report By
 GG0359  HISTORY     - 1934     MONUMENTED       CGS
 GG0359  HISTORY     - 1960     GOOD             CGS
 GG0359
 GG0359                          STATION DESCRIPTION
 GG0359
 GG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0359'2.6 MI SW FROM SPAVINAW.
 GG0359'THIS MARK RECOVERED NEAR THE ENTRANCE TO THE SPAVINAW HILLS STATE
 GG0359'PARK, ABOUT 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 GG0359'40 FEET EAST OF A ROAD LEADING TO PARK ENTRANCE AND ABOUT 9 FEET
 GG0359'SOUTHWEST OF THE 1ST TELEPHONE POLE TO NORTHEAST TO ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0509 ***********************************************************************
 EK0509  DESIGNATION -  M 64
 EK0509  PID         -  EK0509
 EK0509  STATE/COUNTY-  OK/CHOCTAW
 EK0509  COUNTRY     -  US
 EK0509  USGS QUAD   -  SWINK (2019)
 EK0509
 EK0509                         *CURRENT SURVEY CONTROL
 EK0509  ______________________________________________________________________
 EK0509* NAD 83(1993) POSITION- 34 01 19.78563(N) 095 13 34.44515(W)   ADJUSTED
 EK0509* NAVD 88 ORTHO HEIGHT -   153.028 (meters)      502.06  (feet) ADJUSTED
 EK0509  ______________________________________________________________________
 EK0509  GEOID HEIGHT    -        -29.001 (meters)                     GEOID18
 EK0509  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 EK0509  DYNAMIC HEIGHT  -        152.866 (meters)      501.53  (feet) COMP
 EK0509  MODELED GRAVITY -    979,577.6   (mgal)                       NAVD 88
 EK0509
 EK0509  HORZ ORDER      -  SECOND
 EK0509  VERT ORDER      -  FIRST     CLASS II
 EK0509
 EK0509.The horizontal coordinates were established by classical geodetic methods
 EK0509.and adjusted by the National Geodetic Survey in November 1994.
 EK0509
 EK0509.The orthometric height was determined by differential leveling and
 EK0509.adjusted by the NATIONAL GEODETIC SURVEY
 EK0509.in June 1991.
 EK0509
 EK0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0509.GEOID18 height accuracy estimate available here.
 EK0509
 EK0509.Click photographs - Photos may exist for this station.
 EK0509
 EK0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0509
 EK0509.The dynamic height is computed by dividing the NAVD 88
 EK0509.geopotential number by the normal gravity value computed on the
 EK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0509.degrees latitude (g = 980.6199 gals.).
 EK0509
 EK0509.The modeled gravity was interpolated from observed gravity values.
 EK0509
 EK0509. The following values were computed from the NAD 83(1993) position.
 EK0509
 EK0509;                    North         East     Units Scale Factor Converg.
 EK0509;SPC OK S     -    79,927.255   856,150.730   MT  0.99998372   +1 34 28.0
 EK0509;SPC OK S     -   262,228.00  2,808,887.85   sFT  0.99998372   +1 34 28.0
 EK0509;SPC TXNC     - 2,265,926.332   902,323.418   MT  1.00001595   +1 47 07.8
 EK0509;SPC TXNC     - 7,434,126.64  2,960,372.75   sFT  1.00001595   +1 47 07.8
 EK0509;UTM  15      - 3,766,848.379   294,445.958   MT  1.00012088   -1 14 45.8
 EK0509
 EK0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0509!SPC OK S     -   0.99998053  x   0.99998372  =   0.99996425
 EK0509!SPC TXNC     -   0.99998053  x   1.00001595  =   0.99999648
 EK0509!UTM  15      -   0.99998053  x   1.00012088  =   1.00010141
 EK0509
 EK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9444566848(NAD 83)
 EK0509
 EK0509                          SUPERSEDED SURVEY CONTROL
 EK0509
 EK0509  NAD 83(1986)-  34 01 19.79114(N)    095 13 34.43378(W) AD(       ) 2
 EK0509  NAD 27      -  34 01 19.40900(N)    095 13 33.59800(W) AD(       ) 2
 EK0509  NGVD 29 (??/??/92)  152.983  (m)          501.91   (f) ADJ UNCH    1 2
 EK0509  NGVD 29             152.98   (m)          501.9    (f) LEVELING    3  
 EK0509
 EK0509.Superseded values are not recommended for survey control.
 EK0509
 EK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0509.See file dsdata.pdf to determine how the superseded data were derived.
 EK0509
 EK0509_MARKER: DB = BENCH MARK DISK
 EK0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0509_STAMPING: M 64 1934
 EK0509_MARK LOGO: CGS
 EK0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0509+STABILITY: SURFACE MOTION
 EK0509
 EK0509  HISTORY     - Date     Condition        Report By
 EK0509  HISTORY     - 1934     MONUMENTED       CGS
 EK0509  HISTORY     - 1951     GOOD             CGS
 EK0509  HISTORY     - 1951     GOOD             CGS
 EK0509  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0509
 EK0509                          STATION DESCRIPTION
 EK0509
 EK0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0509'2.3 MI E FROM FT TOWSEN.
 EK0509'2.3 MILES EAST OF FT. TOWSEN ST. L. AND S. F. STATION MILE POST
 EK0509'576/20.  30 FEET NORTH OF THE ST. LOUIS AND SAN FRANCISCO RR
 EK0509'TRACK.  50 FEET EAST OF THE COUNTY ROAD.  NOTE-- PROJECTS 6
 EK0509'INCHES, DISFIGURED.
 EK0509
 EK0509                          STATION RECOVERY (1951)
 EK0509
 EK0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0509'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF FT. TOWSON
 EK0509'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 70.  IT IS 63 FEET
 EK0509'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTH OF
 EK0509'THE NORTH RAIL OF A RAILROAD TRACK, 19 FEET EAST OF THE CENTERLINE
 EK0509'OF A GRAVEL ROAD AND 4.5 FEET SOUTH OF A FENCE CORNER.  A
 EK0509'STANDARD USC AND GS BENCH MARK DISK, STAMPED 4C 46 M64 1934,
 EK0509'IS SET IN TOP OF A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS
 EK0509'16 INCHES.  SOME OTHER DEPARTMENT HAS STAMPED 4C 46 ON THIS
 EK0509'DISK.
 EK0509'
 EK0509'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0509'TOWSON TO BENCH MARK M64 1934.  THE DISTANCE IS 79.469 METERS
 EK0509'(260.72 FEET) SOUTHWEST.
 EK0509'
 EK0509'TO REACH THE STATION FROM THE POST OFFICE IN FT. TOWSON, GO
 EK0509'EAST ON U.S. HIGHWAY 70 FOR 2.4 MILES TO THE STATION IN THE
 EK0509'SOUTHEAST ANGLE OF A CROSSROADS.
 EK0509
 EK0509                          STATION RECOVERY (1951)
 EK0509
 EK0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 EK0509'RECOVERED IN GOOD CONDITION.
 EK0509
 EK0509                          STATION RECOVERY (1986)
 EK0509
 EK0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0305 ***********************************************************************
 GG0305  DESIGNATION -  M 64
 GG0305  PID         -  GG0305
 GG0305  STATE/COUNTY-  OK/CRAIG
 GG0305  COUNTRY     -  US
 GG0305  USGS QUAD   -  VINITA NE (2019)
 GG0305
 GG0305                         *CURRENT SURVEY CONTROL
 GG0305  ______________________________________________________________________
 GG0305* NAD 83(1986) POSITION- 36 44 35.     (N) 095 05 03.     (W)   SCALED
 GG0305* NAVD 88 ORTHO HEIGHT -   225.407 (meters)      739.52  (feet) ADJUSTED
 GG0305  ______________________________________________________________________
 GG0305  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 GG0305  DYNAMIC HEIGHT  -        225.221 (meters)      738.91  (feet) COMP
 GG0305  MODELED GRAVITY -    979,800.6   (mgal)                       NAVD 88
 GG0305
 GG0305  VERT ORDER      -  SECOND    CLASS 0
 GG0305
 GG0305.The horizontal coordinates were scaled from a map and have
 GG0305.an estimated accuracy of +/- 6 seconds.
 GG0305
 GG0305.The orthometric height was determined by differential leveling and
 GG0305.adjusted by the NATIONAL GEODETIC SURVEY
 GG0305.in June 1991.
 GG0305
 GG0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0305.GEOID18 height accuracy estimate available here.
 GG0305
 GG0305.Click photographs - Photos may exist for this station.
 GG0305
 GG0305.The dynamic height is computed by dividing the NAVD 88
 GG0305.geopotential number by the normal gravity value computed on the
 GG0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0305.degrees latitude (g = 980.6199 gals.).
 GG0305
 GG0305.The modeled gravity was interpolated from observed gravity values.
 GG0305
 GG0305;                    North         East    Units  Estimated Accuracy
 GG0305;SPC OK N     -   197,310.      860,370.      MT  (+/- 180 meters Scaled)
 GG0305
 GG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA139683(NAD 83)
 GG0305
 GG0305                          SUPERSEDED SURVEY CONTROL
 GG0305
 GG0305  NGVD 29 (??/??/92)  225.295  (m)          739.16   (f) ADJ UNCH    2 0
 GG0305
 GG0305.Superseded values are not recommended for survey control.
 GG0305
 GG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0305.See file dsdata.pdf to determine how the superseded data were derived.
 GG0305
 GG0305_MARKER: DB = BENCH MARK DISK
 GG0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0305_STAMPING: M 64 1934
 GG0305_MARK LOGO: CGS
 GG0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0305+STABILITY: SURFACE MOTION
 GG0305
 GG0305  HISTORY     - Date     Condition        Report By
 GG0305  HISTORY     - 1934     MONUMENTED       CGS
 GG0305
 GG0305                          STATION DESCRIPTION
 GG0305
 GG0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0305'4.2 MI S FROM BLUE JACKET.
 GG0305'0.2 MILE NORTHEAST OF MILEPOST 431.  96 FEET EAST OF NEAREST
 GG0305'RAIL OF MISSOURI-KANSAS AND TEXAS RAILWAY TRACK.  22 FEET NORTH
 GG0305'OF CENTER-LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0342 ***********************************************************************
 DM0342  DESIGNATION -  M 65
 DM0342  PID         -  DM0342
 DM0342  STATE/COUNTY-  OK/MCCURTAIN
 DM0342  COUNTRY     -  US
 DM0342  USGS QUAD   -  BOKHOMA (2019)
 DM0342
 DM0342                         *CURRENT SURVEY CONTROL
 DM0342  ______________________________________________________________________
 DM0342* NAD 83(1986) POSITION- 33 50 24.     (N) 094 37 04.     (W)   SCALED
 DM0342* NAVD 88 ORTHO HEIGHT -   129.354 (meters)      424.39  (feet) ADJUSTED
 DM0342  ______________________________________________________________________
 DM0342  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 DM0342  DYNAMIC HEIGHT  -        129.222 (meters)      423.96  (feet) COMP
 DM0342  MODELED GRAVITY -    979,613.4   (mgal)                       NAVD 88
 DM0342
 DM0342  VERT ORDER      -  FIRST     CLASS II
 DM0342
 DM0342.The horizontal coordinates were scaled from a map and have
 DM0342.an estimated accuracy of +/- 6 seconds.
 DM0342
 DM0342.The orthometric height was determined by differential leveling and
 DM0342.adjusted by the NATIONAL GEODETIC SURVEY
 DM0342.in June 1991.
 DM0342
 DM0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0342.GEOID18 height accuracy estimate available here.
 DM0342
 DM0342.Click photographs - Photos may exist for this station.
 DM0342
 DM0342.The dynamic height is computed by dividing the NAVD 88
 DM0342.geopotential number by the normal gravity value computed on the
 DM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0342.degrees latitude (g = 980.6199 gals.).
 DM0342
 DM0342.The modeled gravity was interpolated from observed gravity values.
 DM0342
 DM0342;                    North         East    Units  Estimated Accuracy
 DM0342;SPC OK S     -    61,450.      913,000.      MT  (+/- 180 meters Scaled)
 DM0342
 DM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT503455(NAD 83)
 DM0342
 DM0342                          SUPERSEDED SURVEY CONTROL
 DM0342
 DM0342  NGVD 29 (??/??/92)  129.342  (m)          424.35   (f) ADJ UNCH    1 2
 DM0342
 DM0342.Superseded values are not recommended for survey control.
 DM0342
 DM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0342.See file dsdata.pdf to determine how the superseded data were derived.
 DM0342
 DM0342_MARKER: DB = BENCH MARK DISK
 DM0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0342_STAMPING: M 65 1934
 DM0342_MARK LOGO: CGS
 DM0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0342+STABILITY: SURFACE MOTION
 DM0342
 DM0342  HISTORY     - Date     Condition        Report By
 DM0342  HISTORY     - 1934     MONUMENTED       CGS
 DM0342  HISTORY     - 1950     MARK NOT FOUND   USGS
 DM0342
 DM0342                          STATION DESCRIPTION
 DM0342
 DM0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0342'2.2 MI E FROM HAWORTH.
 DM0342'2.2 MILES EAST OF HAWORTH ST. L. AND S. F. STATION NEAR MILEPOST
 DM0342'615/20 AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  30 FEET
 DM0342'SOUTH OF THE TRACK IN THE FENCE LINE.  20 FEET EAST OF THE CENTERLINE
 DM0342'OF ROAD CROSSING.
 DM0342
 DM0342                          STATION RECOVERY (1950)
 DM0342
 DM0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 DM0342'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0428 ***********************************************************************
 EK0428  DESIGNATION -  M 66
 EK0428  PID         -  EK0428
 EK0428  STATE/COUNTY-  OK/PUSHMATAHA
 EK0428  COUNTRY     -  US
 EK0428  USGS QUAD   -  ALBION (2019)
 EK0428
 EK0428                         *CURRENT SURVEY CONTROL
 EK0428  ______________________________________________________________________
 EK0428* NAD 83(1986) POSITION- 34 39 46.     (N) 095 05 53.     (W)   SCALED
 EK0428* NAVD 88 ORTHO HEIGHT -   202.066 (meters)      662.94  (feet) ADJUSTED
 EK0428  ______________________________________________________________________
 EK0428  GEOID HEIGHT    -        -31.722 (meters)                     GEOID18
 EK0428  DYNAMIC HEIGHT  -        201.849 (meters)      662.23  (feet) COMP
 EK0428  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 EK0428
 EK0428  VERT ORDER      -  SECOND    CLASS 0
 EK0428
 EK0428.The horizontal coordinates were scaled from a map and have
 EK0428.an estimated accuracy of +/- 6 seconds.
 EK0428
 EK0428.The orthometric height was determined by differential leveling and
 EK0428.adjusted by the NATIONAL GEODETIC SURVEY
 EK0428.in June 1991.
 EK0428
 EK0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0428.GEOID18 height accuracy estimate available here.
 EK0428
 EK0428.Click photographs - Photos may exist for this station.
 EK0428
 EK0428.The dynamic height is computed by dividing the NAVD 88
 EK0428.geopotential number by the normal gravity value computed on the
 EK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0428.degrees latitude (g = 980.6199 gals.).
 EK0428
 EK0428.The modeled gravity was interpolated from observed gravity values.
 EK0428
 EK0428;                    North         East    Units  Estimated Accuracy
 EK0428;SPC OK S     -   151,290.      865,940.      MT  (+/- 180 meters Scaled)
 EK0428
 EK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU077376(NAD 83)
 EK0428
 EK0428                          SUPERSEDED SURVEY CONTROL
 EK0428
 EK0428  NGVD 29 (??/??/92)  201.958  (m)          662.59   (f) ADJ UNCH    2 0
 EK0428
 EK0428.Superseded values are not recommended for survey control.
 EK0428
 EK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0428.See file dsdata.pdf to determine how the superseded data were derived.
 EK0428
 EK0428_MARKER: DB = BENCH MARK DISK
 EK0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0428_SP_SET: CULVERT HEADWALL
 EK0428_STAMPING: M 66 1934
 EK0428_MARK LOGO: CGS
 EK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0428+STABILITY: SURFACE MOTION
 EK0428
 EK0428  HISTORY     - Date     Condition        Report By
 EK0428  HISTORY     - 1934     MONUMENTED       CGS
 EK0428  HISTORY     - 19940311 MARK NOT FOUND   NGS
 EK0428
 EK0428                          STATION DESCRIPTION
 EK0428
 EK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0428'AT ALBION.
 EK0428'AT ALBION, PUSHMATAHA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0428'RAILWAY, ABOUT 25 POLES WEST OF MILEPOST 490, AT THE CROSSING OF
 EK0428'U.S. HIGHWAY 271, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST
 EK0428'HEAD WALL, AND 10 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 EK0428'STAMPED M 66 1934.
 EK0428
 EK0428                          STATION RECOVERY (1994)
 EK0428
 EK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EK0428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0337 ***********************************************************************
 FH0337  DESIGNATION -  M 67
 FH0337  PID         -  FH0337
 FH0337  STATE/COUNTY-  OK/LE FLORE
 FH0337  COUNTRY     -  US
 FH0337  USGS QUAD   -  POTEAU EAST (2018)
 FH0337
 FH0337                         *CURRENT SURVEY CONTROL
 FH0337  ______________________________________________________________________
 FH0337* NAD 83(1986) POSITION- 35 03 37.     (N) 094 36 25.     (W)   SCALED
 FH0337* NAVD 88 ORTHO HEIGHT -   137.240 (meters)      450.26  (feet) ADJUSTED
 FH0337  ______________________________________________________________________
 FH0337  GEOID HEIGHT    -        -31.322 (meters)                     GEOID18
 FH0337  DYNAMIC HEIGHT  -        137.102 (meters)      449.81  (feet) COMP
 FH0337  MODELED GRAVITY -    979,628.5   (mgal)                       NAVD 88
 FH0337
 FH0337  VERT ORDER      -  SECOND    CLASS 0
 FH0337
 FH0337.The horizontal coordinates were scaled from a map and have
 FH0337.an estimated accuracy of +/- 6 seconds.
 FH0337
 FH0337.The orthometric height was determined by differential leveling and
 FH0337.adjusted by the NATIONAL GEODETIC SURVEY
 FH0337.in June 1991.
 FH0337
 FH0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0337.GEOID18 height accuracy estimate available here.
 FH0337
 FH0337.Click photographs - Photos may exist for this station.
 FH0337
 FH0337.The dynamic height is computed by dividing the NAVD 88
 FH0337.geopotential number by the normal gravity value computed on the
 FH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0337.degrees latitude (g = 980.6199 gals.).
 FH0337
 FH0337.The modeled gravity was interpolated from observed gravity values.
 FH0337
 FH0337;                    North         East    Units  Estimated Accuracy
 FH0337;SPC OK S     -   196,760.      909,450.      MT  (+/- 180 meters Scaled)
 FH0337
 FH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU534809(NAD 83)
 FH0337
 FH0337                          SUPERSEDED SURVEY CONTROL
 FH0337
 FH0337  NGVD 29 (??/??/92)  137.133  (m)          449.91   (f) ADJ UNCH    2 0
 FH0337
 FH0337.Superseded values are not recommended for survey control.
 FH0337
 FH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0337.See file dsdata.pdf to determine how the superseded data were derived.
 FH0337
 FH0337_MARKER: DB = BENCH MARK DISK
 FH0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0337_STAMPING: M 67 1934
 FH0337_MARK LOGO: CGS
 FH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0337+STABILITY: SURFACE MOTION
 FH0337
 FH0337  HISTORY     - Date     Condition        Report By
 FH0337  HISTORY     - 1934     MONUMENTED       CGS
 FH0337  HISTORY     - 1959     GOOD             CGS
 FH0337
 FH0337                          STATION DESCRIPTION
 FH0337
 FH0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0337'AT POTEAU.
 FH0337'AT THE NORTH EDGE OF POTEAU, LE FLORE COUNTY, ABOUT 0.5 MILE
 FH0337'NORTH OF THE KANSAS CITY SOUTHERN RAILWAY STATION, NEAR MILEPOST
 FH0337'326, ABOUT 100 FEET NORTH OF A ROAD CROSSING, AND ABOUT 50 FEET
 FH0337'WEST OF THE TRACK.  A STANDARD DISK, STAMPED M 67 1934 AND SET
 FH0337'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0476 ***********************************************************************
 FH0476  DESIGNATION -  M 68
 FH0476  PID         -  FH0476
 FH0476  STATE/COUNTY-  OK/SEQUOYAH
 FH0476  COUNTRY     -  US
 FH0476  USGS QUAD   -  GORE (2019)
 FH0476
 FH0476                         *CURRENT SURVEY CONTROL
 FH0476  ______________________________________________________________________
 FH0476* NAD 83(1986) POSITION- 35 30 38.     (N) 095 04 46.     (W)   SCALED
 FH0476* NAVD 88 ORTHO HEIGHT -   145.794 (meters)      478.33  (feet) ADJUSTED
 FH0476  ______________________________________________________________________
 FH0476  GEOID HEIGHT    -        -29.852 (meters)                     GEOID18
 FH0476  DYNAMIC HEIGHT  -        145.659 (meters)      477.88  (feet) COMP
 FH0476  MODELED GRAVITY -    979,703.3   (mgal)                       NAVD 88
 FH0476
 FH0476  VERT ORDER      -  SECOND    CLASS 0
 FH0476
 FH0476.The horizontal coordinates were scaled from a map and have
 FH0476.an estimated accuracy of +/- 6 seconds.
 FH0476
 FH0476.The orthometric height was determined by differential leveling and
 FH0476.adjusted by the NATIONAL GEODETIC SURVEY
 FH0476.in June 1991.
 FH0476
 FH0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0476.GEOID18 height accuracy estimate available here.
 FH0476
 FH0476.Click photographs - Photos may exist for this station.
 FH0476
 FH0476.The dynamic height is computed by dividing the NAVD 88
 FH0476.geopotential number by the normal gravity value computed on the
 FH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0476.degrees latitude (g = 980.6199 gals.).
 FH0476
 FH0476.The modeled gravity was interpolated from observed gravity values.
 FH0476
 FH0476;                    North         East    Units  Estimated Accuracy
 FH0476;SPC OK N     -    60,630.      864,910.      MT  (+/- 180 meters Scaled)
 FH0476
 FH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV114316(NAD 83)
 FH0476
 FH0476                          SUPERSEDED SURVEY CONTROL
 FH0476
 FH0476  NGVD 29 (??/??/92)  145.671  (m)          477.92   (f) ADJ UNCH    2 0
 FH0476
 FH0476.Superseded values are not recommended for survey control.
 FH0476
 FH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0476.See file dsdata.pdf to determine how the superseded data were derived.
 FH0476
 FH0476_MARKER: DB = BENCH MARK DISK
 FH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0476_STAMPING: M 68 1934
 FH0476_MARK LOGO: CGS
 FH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0476+STABILITY: SURFACE MOTION
 FH0476
 FH0476  HISTORY     - Date     Condition        Report By
 FH0476  HISTORY     - 1934     MONUMENTED       CGS
 FH0476  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0476
 FH0476                          STATION DESCRIPTION
 FH0476
 FH0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0476'2.4 MI E FROM GORE.
 FH0476'2.4 MILES EAST OF GORE AT MISSOURI-PACIFIC RAILROAD CROSSING
 FH0476'NEAR MILEPOST 543.25.  100 FEET WEST OF THE CROSSING.  50
 FH0476'FEET NORTH OF THE TRACK, 60 FEET SOUTH OF THE CENTERLINE OF
 FH0476'U.S. HIGHWAY 64.
 FH0476
 FH0476                          STATION RECOVERY (1974)
 FH0476
 FH0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0476'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0524 ***********************************************************************
 GG0524  DESIGNATION -  M 69
 GG0524  PID         -  GG0524
 GG0524  STATE/COUNTY-  OK/ADAIR
 GG0524  COUNTRY     -  US
 GG0524  USGS QUAD   -  WATTS (2019)
 GG0524
 GG0524                         *CURRENT SURVEY CONTROL
 GG0524  ______________________________________________________________________
 GG0524* NAD 83(1986) POSITION- 36 00 07.     (N) 094 34 17.     (W)   SCALED
 GG0524* NAVD 88 ORTHO HEIGHT -   344.004 (meters)     1128.62  (feet) ADJUSTED
 GG0524  ______________________________________________________________________
 GG0524  GEOID HEIGHT    -        -28.521 (meters)                     GEOID18
 GG0524  DYNAMIC HEIGHT  -        343.695 (meters)     1127.61  (feet) COMP
 GG0524  MODELED GRAVITY -    979,725.0   (mgal)                       NAVD 88
 GG0524
 GG0524  VERT ORDER      -  SECOND    CLASS 0
 GG0524
 GG0524.The horizontal coordinates were scaled from a map and have
 GG0524.an estimated accuracy of +/- 6 seconds.
 GG0524
 GG0524.The orthometric height was determined by differential leveling and
 GG0524.adjusted by the NATIONAL GEODETIC SURVEY
 GG0524.in June 1991.
 GG0524
 GG0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0524.GEOID18 height accuracy estimate available here.
 GG0524
 GG0524.Click photographs - Photos may exist for this station.
 GG0524
 GG0524.The dynamic height is computed by dividing the NAVD 88
 GG0524.geopotential number by the normal gravity value computed on the
 GG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0524.degrees latitude (g = 980.6199 gals.).
 GG0524
 GG0524.The modeled gravity was interpolated from observed gravity values.
 GG0524
 GG0524;                    North         East    Units  Estimated Accuracy
 GG0524;SPC OK N     -   116,630.      909,050.      MT  (+/- 180 meters Scaled)
 GG0524
 GG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV583853(NAD 83)
 GG0524
 GG0524                          SUPERSEDED SURVEY CONTROL
 GG0524
 GG0524  NGVD 29 (??/??/92)  343.843  (m)         1128.09   (f) ADJ UNCH    2 0
 GG0524
 GG0524.Superseded values are not recommended for survey control.
 GG0524
 GG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0524.See file dsdata.pdf to determine how the superseded data were derived.
 GG0524
 GG0524_MARKER: DB = BENCH MARK DISK
 GG0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0524_STAMPING: M 69 1934
 GG0524_MARK LOGO: CGS
 GG0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0524+STABILITY: SURFACE MOTION
 GG0524
 GG0524  HISTORY     - Date     Condition        Report By
 GG0524  HISTORY     - 1934     MONUMENTED       CGS
 GG0524  HISTORY     - 1960     GOOD             CGS
 GG0524
 GG0524                          STATION DESCRIPTION
 GG0524
 GG0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0524'AT WESTVILLE.
 GG0524'MILEPOST 243 AT FIRST KANSAS CITY SOUTHERN RAILROAD CROSSING
 GG0524'NORTH OF TOWN.  30 FEET EAST OF TRACK IN FENCE LINE, 25 FEET
 GG0524'SOUTH OF THE CENTERLINE OF CROSSING.  NOTE-- THIS MARK WAS
 GG0524'RECOVERED AT A ROAD CROSSING ABOUT 0.5 MILES NORTH OF THE NORTH
 GG0524'EDGE OF TOWN, 30 FEET EAST OF THE TRACKS AND 25 FEET SOUTH OF
 GG0524'THE CENTERLINE OF THE ROAD.
 GG0524
 GG0524                          STATION RECOVERY (1960)
 GG0524
 GG0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0050 ***********************************************************************
 FJ0050  DESIGNATION -  M 7
 FJ0050  PID         -  FJ0050
 FJ0050  STATE/COUNTY-  OK/OKFUSKEE
 FJ0050  COUNTRY     -  US
 FJ0050  USGS QUAD   -  OKEMAH (2018)
 FJ0050
 FJ0050                         *CURRENT SURVEY CONTROL
 FJ0050  ______________________________________________________________________
 FJ0050* NAD 83(1986) POSITION- 35 27 40.     (N) 096 20 06.     (W)   SCALED
 FJ0050* NAVD 88 ORTHO HEIGHT -   272.931 (meters)      895.44  (feet) ADJUSTED
 FJ0050  ______________________________________________________________________
 FJ0050  GEOID HEIGHT    -        -28.432 (meters)                     GEOID18
 FJ0050  DYNAMIC HEIGHT  -        272.673 (meters)      894.59  (feet) COMP
 FJ0050  MODELED GRAVITY -    979,680.5   (mgal)                       NAVD 88
 FJ0050
 FJ0050  VERT ORDER      -  FIRST     CLASS II
 FJ0050
 FJ0050.The horizontal coordinates were scaled from a map and have
 FJ0050.an estimated accuracy of +/- 6 seconds.
 FJ0050
 FJ0050.The orthometric height was determined by differential leveling and
 FJ0050.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0050.in June 1991.
 FJ0050
 FJ0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0050.GEOID18 height accuracy estimate available here.
 FJ0050
 FJ0050.Click photographs - Photos may exist for this station.
 FJ0050
 FJ0050.The dynamic height is computed by dividing the NAVD 88
 FJ0050.geopotential number by the normal gravity value computed on the
 FJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0050.degrees latitude (g = 980.6199 gals.).
 FJ0050
 FJ0050.The modeled gravity was interpolated from observed gravity values.
 FJ0050
 FJ0050;                    North         East    Units  Estimated Accuracy
 FJ0050;SPC OK N     -    52,460.      751,130.      MT  (+/- 180 meters Scaled)
 FJ0050
 FJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE418274(NAD 83)
 FJ0050
 FJ0050                          SUPERSEDED SURVEY CONTROL
 FJ0050
 FJ0050  NGVD 29 (??/??/92)  272.807  (m)          895.03   (f) ADJ UNCH    1 2
 FJ0050
 FJ0050.Superseded values are not recommended for survey control.
 FJ0050
 FJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0050.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0050
 FJ0050_MARKER: DB = BENCH MARK DISK
 FJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0050_STAMPING: 895.034 M 7 1933
 FJ0050_MARK LOGO: CGS
 FJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0050+STABILITY: SURFACE MOTION
 FJ0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0050+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2025
 FJ0050
 FJ0050  HISTORY     - Date     Condition        Report By
 FJ0050  HISTORY     - 1933     MONUMENTED       CGS
 FJ0050  HISTORY     - 1934     GOOD             CGS
 FJ0050  HISTORY     - 1984     GOOD             NGS
 FJ0050  HISTORY     - 20250103 GOOD             OKDOT
 FJ0050
 FJ0050                          STATION DESCRIPTION
 FJ0050
 FJ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0050'3.2 MI W FROM OKEMAH.
 FJ0050'3.2 MILES WEST 54 FT. NORTH OF CENTER LINE OF F.S. AND W. R. R.
 FJ0050'AT MILE POST 135 PLUS 3 POLES.  3 FT. NORTH OF FENCE, 29
 FJ0050'FT. WEST OF FENCE CORNER.  62 FT. WEST OF CENTER LINE OF DIRT
 FJ0050'ROAD.
 FJ0050
 FJ0050                          STATION RECOVERY (1934)
 FJ0050
 FJ0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0050'RECOVERED IN GOOD CONDITION.
 FJ0050
 FJ0050                          STATION RECOVERY (1984)
 FJ0050
 FJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0050'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FJ0050'LEVEL LINE REROUTED OFF ABANDONED RAILROAD TO HIGHWAY 62.  NOTE, THE
 FJ0050'EAST-WEST FENCE LINE HAS BEEN REMOVED.
 FJ0050
 FJ0050                          STATION RECOVERY (2025)
 FJ0050
 FJ0050'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2025 (TV)
 FJ0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0227 ***********************************************************************
 GG0227  DESIGNATION -  M 70
 GG0227  PID         -  GG0227
 GG0227  STATE/COUNTY-  OK/DELAWARE
 GG0227  COUNTRY     -  US
 GG0227  USGS QUAD   -  DODGE (2018)
 GG0227
 GG0227                         *CURRENT SURVEY CONTROL
 GG0227  ______________________________________________________________________
 GG0227* NAD 83(1986) POSITION- 36 34 46.     (N) 094 41 00.     (W)   SCALED
 GG0227* NAVD 88 ORTHO HEIGHT -   272.714 (meters)      894.73  (feet) ADJUSTED
 GG0227  ______________________________________________________________________
 GG0227  GEOID HEIGHT    -        -28.842 (meters)                     GEOID18
 GG0227  DYNAMIC HEIGHT  -        272.485 (meters)      893.98  (feet) COMP
 GG0227  MODELED GRAVITY -    979,785.0   (mgal)                       NAVD 88
 GG0227
 GG0227  VERT ORDER      -  SECOND    CLASS 0
 GG0227
 GG0227.The horizontal coordinates were scaled from a map and have
 GG0227.an estimated accuracy of +/- 6 seconds.
 GG0227
 GG0227.The orthometric height was determined by differential leveling and
 GG0227.adjusted by the NATIONAL GEODETIC SURVEY
 GG0227.in June 1991.
 GG0227
 GG0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0227.GEOID18 height accuracy estimate available here.
 GG0227
 GG0227.Click photographs - Photos may exist for this station.
 GG0227
 GG0227.The dynamic height is computed by dividing the NAVD 88
 GG0227.geopotential number by the normal gravity value computed on the
 GG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0227.degrees latitude (g = 980.6199 gals.).
 GG0227
 GG0227.The modeled gravity was interpolated from observed gravity values.
 GG0227
 GG0227;                    North         East    Units  Estimated Accuracy
 GG0227;SPC OK N     -   180,320.      896,770.      MT  (+/- 180 meters Scaled)
 GG0227
 GG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA493495(NAD 83)
 GG0227
 GG0227                          SUPERSEDED SURVEY CONTROL
 GG0227
 GG0227  NGVD 29 (??/??/92)  272.608  (m)          894.38   (f) ADJ UNCH    2 0
 GG0227
 GG0227.Superseded values are not recommended for survey control.
 GG0227
 GG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0227.See file dsdata.pdf to determine how the superseded data were derived.
 GG0227
 GG0227_MARKER: DB = BENCH MARK DISK
 GG0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0227_STAMPING: M 70 1934
 GG0227_MARK LOGO: CGS
 GG0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0227+STABILITY: SURFACE MOTION
 GG0227
 GG0227  HISTORY     - Date     Condition        Report By
 GG0227  HISTORY     - 1934     MONUMENTED       CGS
 GG0227
 GG0227                          STATION DESCRIPTION
 GG0227
 GG0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0227'1.5 MI NW FROM DODGE.
 GG0227'1.5 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0227'FROM THE STATION AT DODGE, DELAWARE COUNTY, 3 POLES EAST OF
 GG0227'THE FIFTH POLE NORTHWEST OF MILEPOST 374, AT A ROAD CROSSING,
 GG0227'25 FEET NORTH OF THE TRACK, AND 18 FEET EAST OF THE CENTERLINE
 GG0227'OF THE ROAD.  A STANDARD DISK, STAMPED M 70 1934 AND SET IN THE
 GG0227'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0692 ***********************************************************************
 GK0692  DESIGNATION -  M 71
 GK0692  PID         -  GK0692
 GK0692  STATE/COUNTY-  OK/TEXAS
 GK0692  COUNTRY     -  US
 GK0692  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0692
 GK0692                         *CURRENT SURVEY CONTROL
 GK0692  ______________________________________________________________________
 GK0692* NAD 83(1986) POSITION- 36 30 58.75   (N) 101 47 55.61   (W)   HD_HELD1
 GK0692* NAVD 88 ORTHO HEIGHT -  1051.857 (meters)     3450.97  (feet) ADJUSTED
 GK0692  ______________________________________________________________________
 GK0692  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 GK0692  DYNAMIC HEIGHT  -       1050.726 (meters)     3447.26  (feet) COMP
 GK0692  MODELED GRAVITY -    979,521.7   (mgal)                       NAVD 88
 GK0692
 GK0692  VERT ORDER      -  SECOND    CLASS 0
 GK0692
 GK0692.The horizontal coordinates were determined by differentially corrected
 GK0692.hand held GPS observations or other comparable positioning techniques
 GK0692.and have an estimated accuracy of +/- 3 meters.
 GK0692
 GK0692.The orthometric height was determined by differential leveling and
 GK0692.adjusted by the NATIONAL GEODETIC SURVEY
 GK0692.in June 1991.
 GK0692
 GK0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0692.GEOID18 height accuracy estimate available here.
 GK0692
 GK0692.Click photographs - Photos may exist for this station.
 GK0692
 GK0692.The dynamic height is computed by dividing the NAVD 88
 GK0692.geopotential number by the normal gravity value computed on the
 GK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0692.degrees latitude (g = 980.6199 gals.).
 GK0692
 GK0692.The modeled gravity was interpolated from observed gravity values.
 GK0692
 GK0692;                    North         East    Units  Estimated Accuracy
 GK0692;SPC OK N     -   174,898.3     259,833.6     MT  (+/- 3 meters HH1 GPS) 
 GK0692
 GK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4937744862(NAD 83)
 GK0692
 GK0692                          SUPERSEDED SURVEY CONTROL
 GK0692
 GK0692  NGVD 29 (??/??/92) 1051.372  (m)         3449.38   (f) ADJ UNCH    2 0
 GK0692
 GK0692.Superseded values are not recommended for survey control.
 GK0692
 GK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0692.See file dsdata.pdf to determine how the superseded data were derived.
 GK0692
 GK0692_MARKER: DB = BENCH MARK DISK
 GK0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0692_STAMPING: M 71 1935
 GK0692_MARK LOGO: CGS
 GK0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0692+STABILITY: SURFACE MOTION
 GK0692
 GK0692  HISTORY     - Date     Condition        Report By
 GK0692  HISTORY     - 1935     MONUMENTED       CGS
 GK0692  HISTORY     - 19980504 GOOD             OKDOT
 GK0692
 GK0692                          STATION DESCRIPTION
 GK0692
 GK0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0692'1.6 MI NW FROM TEXHOMA.
 GK0692'1.6 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0692'TEXAS COUNTY, ABOUT 0.8 MILE NORTH OF THE JUNCTION OF A ROAD, ABOUT
 GK0692'175 FEET NORTH OF THE CENTER OF A ROAD CROSSING LEADING WEST, ABOUT 39
 GK0692'FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 15 FEET WEST
 GK0692'OF THE CENTER OF A GATE, AND AT A FENCE-CORNER POST. A STANDARD DISK,
 GK0692'STAMPED M 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0692
 GK0692                          STATION RECOVERY (1998)
 GK0692
 GK0692'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0692'TO REACH THE STATION FROM THE JUNCTION OF SH 95 AND US 54 AT TEXHOMA,
 GK0692'GO NORTH AND WEST ON SH 95 FOR 0.56 MILE (0.90 KM) TO THE JUNCTION OF
 GK0692'MAIN STREET AND STRATTON STREET.  CONTINUE WEST ON MAIN STREET FOR 0.5
 GK0692'MILE (0.8 KM) TO A TEE INTERSECTION.  TURN RIGHT AND GO NORTH ON A
 GK0692'UNIMPROVED COUNTY ROAD FOR 0.26 MILE (0.42 KM) TO A CROSS GATE.
 GK0692'CONTINUE NORTH FOR 0.36 MILE (0.58 KM) TO ANOTHER CROSS GATE. CONTINUE
 GK0692'NORTH FOR 0.16 MILE (0.26 KM) TO THE MARK ON THE LEFT.  IT IS 256 FEET
 GK0692'(78.0 M) SOUTH OF A OIL WELL LEASE ROAD EXTENDING EAST, 165 FEET (50.3
 GK0692'M) NORTH OF A FENCE EXTENDING WEST, 47 FEET (14.3 M) WEST OF THE
 GK0692'CENTERLINE OF THE COUNTY ROAD, 15 FEET (4.6 M) WEST OF THE WEST ROAD
 GK0692'RIGHT-OF-WAY FENCE, 15 FEET (4.6 M) WEST OF A STEEL OKDOT WITNESS
 GK0692'POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 GK0692'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0758 ***********************************************************************
 GK0758  DESIGNATION -  M 72
 GK0758  PID         -  GK0758
 GK0758  STATE/COUNTY-  OK/TEXAS
 GK0758  COUNTRY     -  US
 GK0758  USGS QUAD   -  HOUGH SW (2018)
 GK0758
 GK0758                         *CURRENT SURVEY CONTROL
 GK0758  ______________________________________________________________________
 GK0758* NAD 83(1986) POSITION- 36 45 43.     (N) 101 44 42.     (W)   SCALED
 GK0758* NAVD 88 ORTHO HEIGHT -  1029.031 (meters)     3376.08  (feet) ADJUSTED
 GK0758  ______________________________________________________________________
 GK0758  GEOID HEIGHT    -        -25.703 (meters)                     GEOID18
 GK0758  DYNAMIC HEIGHT  -       1027.964 (meters)     3372.58  (feet) COMP
 GK0758  MODELED GRAVITY -    979,559.3   (mgal)                       NAVD 88
 GK0758
 GK0758  VERT ORDER      -  SECOND    CLASS 0
 GK0758
 GK0758.The horizontal coordinates were scaled from a map and have
 GK0758.an estimated accuracy of +/- 6 seconds.
 GK0758
 GK0758.The orthometric height was determined by differential leveling and
 GK0758.adjusted by the NATIONAL GEODETIC SURVEY
 GK0758.in June 1991.
 GK0758
 GK0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0758.GEOID18 height accuracy estimate available here.
 GK0758
 GK0758.Click photographs - Photos may exist for this station.
 GK0758
 GK0758.The dynamic height is computed by dividing the NAVD 88
 GK0758.geopotential number by the normal gravity value computed on the
 GK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0758.degrees latitude (g = 980.6199 gals.).
 GK0758
 GK0758.The modeled gravity was interpolated from observed gravity values.
 GK0758
 GK0758;                    North         East    Units  Estimated Accuracy
 GK0758;SPC OK N     -   201,950.      265,700.      MT  (+/- 180 meters Scaled)
 GK0758
 GK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF549719(NAD 83)
 GK0758
 GK0758                          SUPERSEDED SURVEY CONTROL
 GK0758
 GK0758  NGVD 29 (??/??/92) 1028.577  (m)         3374.59   (f) ADJ UNCH    2 0
 GK0758
 GK0758.Superseded values are not recommended for survey control.
 GK0758
 GK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0758.See file dsdata.pdf to determine how the superseded data were derived.
 GK0758
 GK0758_MARKER: DB = BENCH MARK DISK
 GK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0758_STAMPING: M 72 1935
 GK0758_MARK LOGO: CGS
 GK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0758+STABILITY: SURFACE MOTION
 GK0758
 GK0758  HISTORY     - Date     Condition        Report By
 GK0758  HISTORY     - 1935     MONUMENTED       CGS
 GK0758
 GK0758                          STATION DESCRIPTION
 GK0758
 GK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0758'19.0 MI W FROM GUYMON.
 GK0758'19.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 52 FT. N. OF
 GK0758'THE CENTER LINE OF THE HWY., 29 FT. W. OF THE CENTER LINE OF THE CROSS
 GK0758'ROAD, AND 2 FT.N.E. OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0327 ***********************************************************************
 GL0327  DESIGNATION -  M 73
 GL0327  PID         -  GL0327
 GL0327  STATE/COUNTY-  OK/CIMARRON
 GL0327  COUNTRY     -  US
 GL0327  USGS QUAD   -  BOISE CITY (2018)
 GL0327
 GL0327                         *CURRENT SURVEY CONTROL
 GL0327  ______________________________________________________________________
 GL0327* NAD 83(1986) POSITION- 36 44 01.     (N) 102 35 20.     (W)   SCALED
 GL0327* NAVD 88 ORTHO HEIGHT -  1296.737 (meters)     4254.38  (feet) ADJUSTED
 GL0327  ______________________________________________________________________
 GL0327  GEOID HEIGHT    -        -23.580 (meters)                     GEOID18
 GL0327  DYNAMIC HEIGHT  -       1295.308 (meters)     4249.69  (feet) COMP
 GL0327  MODELED GRAVITY -    979,483.8   (mgal)                       NAVD 88
 GL0327
 GL0327  VERT ORDER      -  SECOND    CLASS 0
 GL0327
 GL0327.The horizontal coordinates were scaled from a map and have
 GL0327.an estimated accuracy of +/- 6 seconds.
 GL0327
 GL0327.The orthometric height was determined by differential leveling and
 GL0327.adjusted by the NATIONAL GEODETIC SURVEY
 GL0327.in June 1991.
 GL0327
 GL0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0327.GEOID18 height accuracy estimate available here.
 GL0327
 GL0327.Click photographs - Photos may exist for this station.
 GL0327
 GL0327.The dynamic height is computed by dividing the NAVD 88
 GL0327.geopotential number by the normal gravity value computed on the
 GL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0327.degrees latitude (g = 980.6199 gals.).
 GL0327
 GL0327.The modeled gravity was interpolated from observed gravity values.
 GL0327
 GL0327;                    North         East    Units  Estimated Accuracy
 GL0327;SPC OK N     -   202,040.      190,270.      MT  (+/- 180 meters Scaled)
 GL0327
 GL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA152680(NAD 83)
 GL0327
 GL0327                          SUPERSEDED SURVEY CONTROL
 GL0327
 GL0327.No superseded survey control is available for this station.
 GL0327
 GL0327_MARKER: DB = BENCH MARK DISK
 GL0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0327_STAMPING: M 73 1935
 GL0327_MARK LOGO: CGS
 GL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0327+STABILITY: SURFACE MOTION
 GL0327
 GL0327  HISTORY     - Date     Condition        Report By
 GL0327  HISTORY     - 1935     MONUMENTED       CGS
 GL0327  HISTORY     - 1941     GOOD             CGS
 GL0327  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0327
 GL0327                          STATION DESCRIPTION
 GL0327
 GL0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0327'4.3 MI W FROM BOISE CITY.
 GL0327'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0327'ON U.S. HIGHWAY NO. 64, GO 4.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0327'MARK IS AT A CROSS ROADS.  73.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW
 GL0327'THE CENTERLINE OF HIGHWAY NO. 64.  55.0 FEET EAST OF THE CENTERLINE OF
 GL0327'THE NORTH-SOUTH ROAD.  3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER
 GL0327'POST, AND 2.0 FEET SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK
 GL0327'SET IN CONCRETE POST.  NEAR THE SOUTHWEST CORNER OF SECTION 12, T 3N,
 GL0327'R 4 E.
 GL0327
 GL0327                          STATION RECOVERY (1966)
 GL0327
 GL0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0757 ***********************************************************************
 GK0757  DESIGNATION -  M 74
 GK0757  PID         -  GK0757
 GK0757  STATE/COUNTY-  OK/TEXAS
 GK0757  COUNTRY     -  US
 GK0757  USGS QUAD   -  HOUGH SW (2018)
 GK0757
 GK0757                         *CURRENT SURVEY CONTROL
 GK0757  ______________________________________________________________________
 GK0757* NAD 83(1986) POSITION- 36 45 44.     (N) 101 43 35.     (W)   SCALED
 GK0757* NAVD 88 ORTHO HEIGHT -  1029.379 (meters)     3377.22  (feet) ADJUSTED
 GK0757  ______________________________________________________________________
 GK0757  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 GK0757  DYNAMIC HEIGHT  -       1028.313 (meters)     3373.72  (feet) COMP
 GK0757  MODELED GRAVITY -    979,560.8   (mgal)                       NAVD 88
 GK0757
 GK0757  VERT ORDER      -  SECOND    CLASS 0
 GK0757
 GK0757.The horizontal coordinates were scaled from a map and have
 GK0757.an estimated accuracy of +/- 6 seconds.
 GK0757
 GK0757.The orthometric height was determined by differential leveling and
 GK0757.adjusted by the NATIONAL GEODETIC SURVEY
 GK0757.in June 1991.
 GK0757
 GK0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0757.GEOID18 height accuracy estimate available here.
 GK0757
 GK0757.Click photographs - Photos may exist for this station.
 GK0757
 GK0757.The dynamic height is computed by dividing the NAVD 88
 GK0757.geopotential number by the normal gravity value computed on the
 GK0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0757.degrees latitude (g = 980.6199 gals.).
 GK0757
 GK0757.The modeled gravity was interpolated from observed gravity values.
 GK0757
 GK0757;                    North         East    Units  Estimated Accuracy
 GK0757;SPC OK N     -   201,910.      267,360.      MT  (+/- 180 meters Scaled)
 GK0757
 GK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF566719(NAD 83)
 GK0757
 GK0757                          SUPERSEDED SURVEY CONTROL
 GK0757
 GK0757  NGVD 29 (??/??/92) 1028.926  (m)         3375.73   (f) ADJ UNCH    2 0
 GK0757
 GK0757.Superseded values are not recommended for survey control.
 GK0757
 GK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0757.See file dsdata.pdf to determine how the superseded data were derived.
 GK0757
 GK0757_MARKER: DB = BENCH MARK DISK
 GK0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0757_STAMPING: M 74 1935
 GK0757_MARK LOGO: CGS
 GK0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0757+STABILITY: SURFACE MOTION
 GK0757
 GK0757  HISTORY     - Date     Condition        Report By
 GK0757  HISTORY     - 1935     MONUMENTED       CGS
 GK0757  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0757
 GK0757                          STATION DESCRIPTION
 GK0757
 GK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0757'18.0 MI W FROM GUYMON.
 GK0757'18.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 50 FT. E. OF
 GK0757'THE CENTER LINE OF THE CROSS ROAD, 48 FT. N. OF THE CENTERLINE OF THE
 GK0757'HWY., AND 2 FT. S. OF A TELEPHONE POLE.
 GK0757
 GK0757                          STATION RECOVERY (1973)
 GK0757
 GK0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0757'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0328 ***********************************************************************
 FH0328  DESIGNATION -  M 77
 FH0328  PID         -  FH0328
 FH0328  STATE/COUNTY-  OK/SEQUOYAH
 FH0328  COUNTRY     -  US
 FH0328  USGS QUAD   -  MULDROW SW (2018)
 FH0328
 FH0328                         *CURRENT SURVEY CONTROL
 FH0328  ______________________________________________________________________
 FH0328* NAD 83(1986) POSITION- 35 19 58.     (N) 094 38 06.     (W)   SCALED
 FH0328* NAVD 88 ORTHO HEIGHT -   143.436 (meters)      470.59  (feet) ADJUSTED
 FH0328  ______________________________________________________________________
 FH0328  GEOID HEIGHT    -        -30.464 (meters)                     GEOID18
 FH0328  DYNAMIC HEIGHT  -        143.300 (meters)      470.14  (feet) COMP
 FH0328  MODELED GRAVITY -    979,680.0   (mgal)                       NAVD 88
 FH0328
 FH0328  VERT ORDER      -  SECOND    CLASS 0
 FH0328
 FH0328.The horizontal coordinates were scaled from a map and have
 FH0328.an estimated accuracy of +/- 6 seconds.
 FH0328
 FH0328.The orthometric height was determined by differential leveling and
 FH0328.adjusted by the NATIONAL GEODETIC SURVEY
 FH0328.in June 1991.
 FH0328
 FH0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0328.GEOID18 height accuracy estimate available here.
 FH0328
 FH0328.Click photographs - Photos may exist for this station.
 FH0328
 FH0328.The dynamic height is computed by dividing the NAVD 88
 FH0328.geopotential number by the normal gravity value computed on the
 FH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0328.degrees latitude (g = 980.6199 gals.).
 FH0328
 FH0328.The modeled gravity was interpolated from observed gravity values.
 FH0328
 FH0328;                    North         East    Units  Estimated Accuracy
 FH0328;SPC OK N     -    42,230.      905,890.      MT  (+/- 180 meters Scaled)
 FH0328
 FH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV514111(NAD 83)
 FH0328
 FH0328                          SUPERSEDED SURVEY CONTROL
 FH0328
 FH0328  NGVD 29 (??/??/92)  143.352  (m)          470.31   (f) ADJ UNCH    2 0
 FH0328
 FH0328.Superseded values are not recommended for survey control.
 FH0328
 FH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0328.See file dsdata.pdf to determine how the superseded data were derived.
 FH0328
 FH0328_MARKER: DB = BENCH MARK DISK
 FH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0328_STAMPING: M 77 1940
 FH0328_MARK LOGO: CGS
 FH0328_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0328+STABILITY: SURFACE MOTION
 FH0328
 FH0328  HISTORY     - Date     Condition        Report By
 FH0328  HISTORY     - 1940     MONUMENTED       CGS
 FH0328  HISTORY     - 1959     GOOD             CGS
 FH0328
 FH0328                          STATION DESCRIPTION
 FH0328
 FH0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0328'2.4 MI NW FROM REDLAND.
 FH0328'2.4 MILES NORTHWEST OF KANSAS CITY SOUTHERN RR STATION AT
 FH0328'REDLAND.  BENCH MARK IS ALONG KANSAS CITY SOUTHERN RR, 0.4 MILE
 FH0328'SOUTHEAST OF MILE POST NO. 304, 59 FEET NORTH OF EAST-WEST
 FH0328'GRADED DIRT ROAD, 56.7 FEET TOWARD GRAVLED ROAD (NORTHEAST) FROM
 FH0328'CENTER LINE OF TRACK, 26 FEET TOWARD TRACK (SOUTHWEST) FROM
 FH0328'CENTER LINE OF GRAVELED ROAD, 3.6 FEET NORTHWEST OF 4X4 INCH
 FH0328'POST (WOOD) PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT
 FH0328'PROJECTS 0.8 FOOT.
 FH0328
 FH0328                          STATION RECOVERY (1959)
 FH0328
 FH0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0589 ***********************************************************************
 FH0589  DESIGNATION -  M 78
 FH0589  PID         -  FH0589
 FH0589  STATE/COUNTY-  OK/MUSKOGEE
 FH0589  COUNTRY     -  US
 FH0589  USGS QUAD   -  STIGLER WEST (2018)
 FH0589
 FH0589                         *CURRENT SURVEY CONTROL
 FH0589  ______________________________________________________________________
 FH0589* NAD 83(1986) POSITION- 35 20 01.     (N) 095 12 08.     (W)   SCALED
 FH0589* NAVD 88 ORTHO HEIGHT -   167.232 (meters)      548.66  (feet) ADJUSTED
 FH0589  ______________________________________________________________________
 FH0589  GEOID HEIGHT    -        -30.332 (meters)                     GEOID18
 FH0589  DYNAMIC HEIGHT  -        167.072 (meters)      548.14  (feet) COMP
 FH0589  MODELED GRAVITY -    979,678.5   (mgal)                       NAVD 88
 FH0589
 FH0589  VERT ORDER      -  SECOND    CLASS 0
 FH0589
 FH0589.The horizontal coordinates were scaled from a map and have
 FH0589.an estimated accuracy of +/- 6 seconds.
 FH0589
 FH0589.The orthometric height was determined by differential leveling and
 FH0589.adjusted by the NATIONAL GEODETIC SURVEY
 FH0589.in June 1991.
 FH0589
 FH0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0589.GEOID18 height accuracy estimate available here.
 FH0589
 FH0589.Click photographs - Photos may exist for this station.
 FH0589
 FH0589.The dynamic height is computed by dividing the NAVD 88
 FH0589.geopotential number by the normal gravity value computed on the
 FH0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0589.degrees latitude (g = 980.6199 gals.).
 FH0589
 FH0589.The modeled gravity was interpolated from observed gravity values.
 FH0589
 FH0589;                    North         East    Units  Estimated Accuracy
 FH0589;SPC OK N     -    40,680.      854,340.      MT  (+/- 180 meters Scaled)
 FH0589
 FH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV998122(NAD 83)
 FH0589
 FH0589                          SUPERSEDED SURVEY CONTROL
 FH0589
 FH0589  NGVD 29 (??/??/92)  167.124  (m)          548.31   (f) ADJ UNCH    2 0
 FH0589
 FH0589.Superseded values are not recommended for survey control.
 FH0589
 FH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0589.See file dsdata.pdf to determine how the superseded data were derived.
 FH0589
 FH0589_MARKER: DB = BENCH MARK DISK
 FH0589_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0589_SP_SET: CULVERT HEADWALL
 FH0589_STAMPING: M 78 1940
 FH0589_MARK LOGO: CGS
 FH0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0589+STABILITY: SURFACE MOTION
 FH0589
 FH0589  HISTORY     - Date     Condition        Report By
 FH0589  HISTORY     - 1940     MONUMENTED       CGS
 FH0589  HISTORY     - 1960     GOOD             CGS
 FH0589
 FH0589                          STATION DESCRIPTION
 FH0589
 FH0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0589'4.7 MI NE FROM BRIARTOWN.
 FH0589'RECOVERED AS DESCRIBED IN LITHOGRAPHED LIST REVISED 8-30-55.
 FH0589'MARK IS REACHED FROM BRIARTOWN BY GOING NORTH FOR ABOUT 2.5 MILES
 FH0589'TO CROSSROADS, THENCE EAST, SOUTHEAST AND NORTH FOR ABOUT 2.85
 FH0589'MILES TO MARK ON RIGHT.  THE MARK IS ABOUT 0.6 MILE NORTH OF
 FH0589'POINT WHERE ROAD TURNS NORTH AT FORMER SITE OF THE NO WATER
 FH0589'SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0729 ***********************************************************************
 FH0729  DESIGNATION -  M 79
 FH0729  PID         -  FH0729
 FH0729  STATE/COUNTY-  OK/WAGONER
 FH0729  COUNTRY     -  US
 FH0729  USGS QUAD   -  RED BIRD (2018)
 FH0729
 FH0729                         *CURRENT SURVEY CONTROL
 FH0729  ______________________________________________________________________
 FH0729* NAD 83(1986) POSITION- 35 57 06.     (N) 095 37 09.     (W)   SCALED
 FH0729* NAVD 88 ORTHO HEIGHT -   187.667 (meters)      615.70  (feet) ADJUSTED
 FH0729  ______________________________________________________________________
 FH0729  GEOID HEIGHT    -        -29.277 (meters)                     GEOID18
 FH0729  DYNAMIC HEIGHT  -        187.500 (meters)      615.16  (feet) COMP
 FH0729  MODELED GRAVITY -    979,740.3   (mgal)                       NAVD 88
 FH0729
 FH0729  VERT ORDER      -  SECOND    CLASS 0
 FH0729
 FH0729.The horizontal coordinates were scaled from a map and have
 FH0729.an estimated accuracy of +/- 6 seconds.
 FH0729
 FH0729.The orthometric height was determined by differential leveling and
 FH0729.adjusted by the NATIONAL GEODETIC SURVEY
 FH0729.in June 1991.
 FH0729
 FH0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0729.GEOID18 height accuracy estimate available here.
 FH0729
 FH0729.Click photographs - Photos may exist for this station.
 FH0729
 FH0729.The dynamic height is computed by dividing the NAVD 88
 FH0729.geopotential number by the normal gravity value computed on the
 FH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0729.degrees latitude (g = 980.6199 gals.).
 FH0729
 FH0729.The modeled gravity was interpolated from observed gravity values.
 FH0729
 FH0729;                    North         East    Units  Estimated Accuracy
 FH0729;SPC OK N     -   108,220.      814,760.      MT  (+/- 180 meters Scaled)
 FH0729
 FH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV637817(NAD 83)
 FH0729
 FH0729                          SUPERSEDED SURVEY CONTROL
 FH0729
 FH0729  NGVD 29 (??/??/92)  187.552  (m)          615.33   (f) ADJ UNCH    2 0
 FH0729
 FH0729.Superseded values are not recommended for survey control.
 FH0729
 FH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0729.See file dsdata.pdf to determine how the superseded data were derived.
 FH0729
 FH0729_MARKER: DB = BENCH MARK DISK
 FH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0729_STAMPING: M 79 1940
 FH0729_MARK LOGO: CGS
 FH0729_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0729+STABILITY: SURFACE MOTION
 FH0729
 FH0729  HISTORY     - Date     Condition        Report By
 FH0729  HISTORY     - 1940     MONUMENTED       CGS
 FH0729
 FH0729                          STATION DESCRIPTION
 FH0729
 FH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0729'1.7 MI E FROM COWETA.
 FH0729'TO REACH FROM THE COWETA CITY WATER TANK, PROCEED EASTERLY ON
 FH0729'STATE HIGHWAY NO. 51, GO 1.7 MILES.  BENCH MARK IS DIRECTLY
 FH0729'ACROSS HIGHWAY FROM A PRIVATE DRIVE TO A FARM HOUSE, 200 FEET
 FH0729'WEST OF A T-INTERSECTION, 35 FEET NORTH OF CENTER LINE OF
 FH0729'HIGHWAY, 3 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FH0729'PROJECTING 2.2 FEET, 1.4 FEET SOUTH OF RIGHT OF WAY FENCE.
 FH0729'MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0198 ***********************************************************************
 FJ0198  DESIGNATION -  M 8
 FJ0198  PID         -  FJ0198
 FJ0198  STATE/COUNTY-  OK/LINCOLN
 FJ0198  COUNTRY     -  US
 FJ0198  USGS QUAD   -  CHANDLER (2018)
 FJ0198
 FJ0198                         *CURRENT SURVEY CONTROL
 FJ0198  ______________________________________________________________________
 FJ0198* NAD 83(1986) POSITION- 35 40 19.     (N) 096 55 56.     (W)   SCALED
 FJ0198* NAVD 88 ORTHO HEIGHT -   251.848 (meters)      826.27  (feet) ADJUSTED
 FJ0198  ______________________________________________________________________
 FJ0198  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 FJ0198  DYNAMIC HEIGHT  -        251.613 (meters)      825.50  (feet) COMP
 FJ0198  MODELED GRAVITY -    979,692.5   (mgal)                       NAVD 88
 FJ0198
 FJ0198  VERT ORDER      -  FIRST     CLASS II
 FJ0198
 FJ0198.The horizontal coordinates were scaled from a map and have
 FJ0198.an estimated accuracy of +/- 6 seconds.
 FJ0198
 FJ0198.The orthometric height was determined by differential leveling and
 FJ0198.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0198.in August 1994.
 FJ0198
 FJ0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0198.GEOID18 height accuracy estimate available here.
 FJ0198
 FJ0198.Click photographs - Photos may exist for this station.
 FJ0198
 FJ0198.The dynamic height is computed by dividing the NAVD 88
 FJ0198.geopotential number by the normal gravity value computed on the
 FJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0198.degrees latitude (g = 980.6199 gals.).
 FJ0198
 FJ0198.The modeled gravity was interpolated from observed gravity values.
 FJ0198
 FJ0198;                    North         East    Units  Estimated Accuracy
 FJ0198;SPC OK N     -    75,090.      696,670.      MT  (+/- 180 meters Scaled)
 FJ0198
 FJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE871495(NAD 83)
 FJ0198
 FJ0198                          SUPERSEDED SURVEY CONTROL
 FJ0198
 FJ0198  NAVD 88 (06/15/91)  251.859  (m)          826.31   (f) SUPERSEDED  1 2
 FJ0198  NGVD 29 (??/??/92)  251.766  (m)          826.00   (f) ADJ UNCH    1 2
 FJ0198
 FJ0198.Superseded values are not recommended for survey control.
 FJ0198
 FJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0198.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0198
 FJ0198_MARKER: DB = BENCH MARK DISK
 FJ0198_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0198_STAMPING: M 8 1933
 FJ0198_MARK LOGO: CGS
 FJ0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0198+STABILITY: POSITION/ELEVATION WELL
 FJ0198
 FJ0198  HISTORY     - Date     Condition        Report By
 FJ0198  HISTORY     - 1933     MONUMENTED       CGS
 FJ0198  HISTORY     - 1948     GOOD
 FJ0198
 FJ0198                          STATION DESCRIPTION
 FJ0198
 FJ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0198'4.8 MI SE FROM WARWICK.
 FJ0198'4 3/4 MILES SE OF WARWICK ON FT. S. AND W. R.R. AT MP 181/07 1/2.
 FJ0198'30 FEET S. OF TRACK.  NOTE-- OLD RAILROAD ABANDONED.  IN SE 1/4
 FJ0198'SEC 24 T 14 N R 3 E, AT EAST END OF A SMALL CUT.  30 FEET SOUTH
 FJ0198'OLD ROADBED, 300 FEET SE OF A BRIDGE ABOUT 30 FEET LONG.  6 FEET
 FJ0198'EAST OF A BOULDER 6 BY 8 BY 4 FEET.  BRASS CAP IN SANDSTONE
 FJ0198'OUTCROP, 3 FEET ABOVE ROADBED.
 FJ0198
 FJ0198                          STATION RECOVERY (1948)
 FJ0198
 FJ0198'RECOVERED 1948
 FJ0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0349 ***********************************************************************
 FJ0349  DESIGNATION -  M 80
 FJ0349  PID         -  FJ0349
 FJ0349  STATE/COUNTY-  OK/OKLAHOMA
 FJ0349  COUNTRY     -  US
 FJ0349  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0349
 FJ0349                         *CURRENT SURVEY CONTROL
 FJ0349  ______________________________________________________________________
 FJ0349* NAD 83(1986) POSITION- 35 23 29.     (N) 097 29 03.     (W)   SCALED
 FJ0349* NAVD 88 ORTHO HEIGHT -   390.851 (meters)     1282.32  (feet) ADJUSTED
 FJ0349  ______________________________________________________________________
 FJ0349  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 FJ0349  DYNAMIC HEIGHT  -        390.475 (meters)     1281.08  (feet) COMP
 FJ0349  MODELED GRAVITY -    979,660.1   (mgal)                       NAVD 88
 FJ0349
 FJ0349  VERT ORDER      -  SECOND    CLASS 0
 FJ0349
 FJ0349.The horizontal coordinates were scaled from a map and have
 FJ0349.an estimated accuracy of +/- 6 seconds.
 FJ0349
 FJ0349.The orthometric height was determined by differential leveling and
 FJ0349.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0349.in August 1994.
 FJ0349
 FJ0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0349.GEOID18 height accuracy estimate available here.
 FJ0349
 FJ0349.Click photographs - Photos may exist for this station.
 FJ0349
 FJ0349.The dynamic height is computed by dividing the NAVD 88
 FJ0349.geopotential number by the normal gravity value computed on the
 FJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0349.degrees latitude (g = 980.6199 gals.).
 FJ0349
 FJ0349.The modeled gravity was interpolated from observed gravity values.
 FJ0349
 FJ0349;                    North         East    Units  Estimated Accuracy
 FJ0349;SPC OK N     -    43,550.      646,870.      MT  (+/- 180 meters Scaled)
 FJ0349
 FJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE376175(NAD 83)
 FJ0349
 FJ0349                          SUPERSEDED SURVEY CONTROL
 FJ0349
 FJ0349  NAVD 88 (06/15/91)  390.923  (m)         1282.55   (f) SUPERSEDED  2 0
 FJ0349  NGVD 29 (??/??/92)  390.789  (m)         1282.11   (f) ADJ UNCH    2 0
 FJ0349
 FJ0349.Superseded values are not recommended for survey control.
 FJ0349
 FJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0349.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0349
 FJ0349_MARKER: DB = BENCH MARK DISK
 FJ0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0349_SP_SET: OVERPASS HEADWALL
 FJ0349_STAMPING: M 80 1957
 FJ0349_MARK LOGO: CGS
 FJ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0349
 FJ0349  HISTORY     - Date     Condition        Report By
 FJ0349  HISTORY     - 1957     MONUMENTED       CGS
 FJ0349
 FJ0349                          STATION DESCRIPTION
 FJ0349
 FJ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FJ0349'3.7 MI N FROM MOORE.
 FJ0349'LOCATED 3.7 MILES NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE
 FJ0349'RAILWAY FROM THE STATION AT MOORE.  TO REACH FROM THE ENTERSECTION
 FJ0349'OF U.S. RT. 77 AND S.W. 74 TH ST. GO 1.2 MILES EAST ALONG S.W.
 FJ0349'74 TH ST. TO RY. OVERPASS.  MARK IS SET IN TOP OF THE WEST
 FJ0349'END OF THE SOUTH CONCRETE HEADWALL OF THE OVERPASS, 15 FT. SOUTH
 FJ0349'OF THE CENTER LINE OF S.W. 74 TH ST. AND 7.5 FT. WEST OF THE
 FJ0349'MOST WESTERLY RAIL OF RAILWAY.  THE TOP OF THE HEADWALL IS
 FJ0349'APPROX. 15.5 FT. ABOVE ROAD ELEVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0302 ***********************************************************************
 GJ0302  DESIGNATION -  M 81
 GJ0302  PID         -  GJ0302
 GJ0302  STATE/COUNTY-  OK/ELLIS
 GJ0302  COUNTRY     -  US
 GJ0302  USGS QUAD   -  GAGE (2018)
 GJ0302
 GJ0302                         *CURRENT SURVEY CONTROL
 GJ0302  ______________________________________________________________________
 GJ0302* NAD 83(1986) POSITION- 36 18 35.     (N) 099 45 28.     (W)   SCALED
 GJ0302* NAVD 88 ORTHO HEIGHT -   661.785 (meters)     2171.21  (feet) ADJUSTED
 GJ0302  ______________________________________________________________________
 GJ0302  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 GJ0302  DYNAMIC HEIGHT  -        661.122 (meters)     2169.03  (feet) COMP
 GJ0302  MODELED GRAVITY -    979,608.9   (mgal)                       NAVD 88
 GJ0302
 GJ0302  VERT ORDER      -  FIRST     CLASS II
 GJ0302
 GJ0302.The horizontal coordinates were scaled from a map and have
 GJ0302.an estimated accuracy of +/- 6 seconds.
 GJ0302
 GJ0302.The orthometric height was determined by differential leveling and
 GJ0302.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0302.in June 1991.
 GJ0302
 GJ0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0302.GEOID18 height accuracy estimate available here.
 GJ0302
 GJ0302.Click photographs - Photos may exist for this station.
 GJ0302
 GJ0302.The dynamic height is computed by dividing the NAVD 88
 GJ0302.geopotential number by the normal gravity value computed on the
 GJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0302.degrees latitude (g = 980.6199 gals.).
 GJ0302
 GJ0302.The modeled gravity was interpolated from observed gravity values.
 GJ0302
 GJ0302;                    North         East    Units  Estimated Accuracy
 GJ0302;SPC OK N     -   146,750.      442,150.      MT  (+/- 180 meters Scaled)
 GJ0302
 GJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF319185(NAD 83)
 GJ0302
 GJ0302                          SUPERSEDED SURVEY CONTROL
 GJ0302
 GJ0302  NGVD 29 (??/??/92)  661.496  (m)         2170.26   (f) ADJ UNCH    1 2
 GJ0302
 GJ0302.Superseded values are not recommended for survey control.
 GJ0302
 GJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0302.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0302
 GJ0302_MARKER: DB = BENCH MARK DISK
 GJ0302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0302_SP_SET: CULVERT HEADWALL
 GJ0302_STAMPING: M 81 1945
 GJ0302_MARK LOGO: CGS
 GJ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0302+STABILITY: SURFACE MOTION
 GJ0302
 GJ0302  HISTORY     - Date     Condition        Report By
 GJ0302  HISTORY     - 1945     MONUMENTED       CGS
 GJ0302
 GJ0302                          STATION DESCRIPTION
 GJ0302
 GJ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0302'0.7 MI SW FROM GAGE.
 GJ0302'IT IS 0.7 MILE SOUTHWEST OF GAGE, 0.3 MILE SOUTH OF OKLAHOMA
 GJ0302'HIGHWAY 15 AND IS IN THE NORTH END OF THE WEST HEADWALL OF A
 GJ0302'CULVERT.  TO REACH FROM GAGE, GO SOUTH AND WEST ON THE ROUTE
 GJ0302'TOWARD THE MUNICIPAL AIRPORT FOR 0.85 MILE TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0483 ***********************************************************************
 EM0483  DESIGNATION -  M 96
 EM0483  PID         -  EM0483
 EM0483  STATE/COUNTY-  OK/GREER
 EM0483  COUNTRY     -  US
 EM0483  USGS QUAD   -  REED (2018)
 EM0483
 EM0483                         *CURRENT SURVEY CONTROL
 EM0483  ______________________________________________________________________
 EM0483* NAD 83(1986) POSITION- 34 54 01.     (N) 099 37 32.     (W)   SCALED
 EM0483* NAVD 88 ORTHO HEIGHT -   530.544 (meters)     1740.63  (feet) POSTED
 EM0483  ______________________________________________________________________
 EM0483  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 EM0483  DYNAMIC HEIGHT  -        529.98  (meters)     1738.8   (feet) COMP
 EM0483  MODELED GRAVITY -    979,556.7   (mgal)                       NAVD 88
 EM0483
 EM0483  VERT ORDER      -  * POSTED, SEE BELOW
 EM0483
 EM0483.The horizontal coordinates were scaled from a map and have
 EM0483.an estimated accuracy of +/- 6 seconds.
 EM0483
 EM0483.The orthometric height was determined by differential leveling
 EM0483.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0483
 EM0483.* This is a POSTED BENCH MARK height.
 EM0483
 EM0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0483.GEOID18 height accuracy estimate available here.
 EM0483
 EM0483.Click photographs - Photos may exist for this station.
 EM0483
 EM0483.The dynamic height is computed by dividing the NAVD 88
 EM0483.geopotential number by the normal gravity value computed on the
 EM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0483.degrees latitude (g = 980.6199 gals.).
 EM0483
 EM0483.The modeled gravity was interpolated from observed gravity values.
 EM0483
 EM0483;                    North         East    Units  Estimated Accuracy
 EM0483;SPC OK S     -   175,010.      451,440.      MT  (+/- 180 meters Scaled)
 EM0483
 EM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD428621(NAD 83)
 EM0483
 EM0483                          SUPERSEDED SURVEY CONTROL
 EM0483
 EM0483  NGVD 29 (??/??/92)  530.316  (m)         1739.88   (f) ADJ UNCH    2 0
 EM0483
 EM0483.Superseded values are not recommended for survey control.
 EM0483
 EM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0483.See file dsdata.pdf to determine how the superseded data were derived.
 EM0483
 EM0483_MARKER: DB = BENCH MARK DISK
 EM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0483_STAMPING: M 96 1934
 EM0483_MARK LOGO: CGS
 EM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0483+STABILITY: SURFACE MOTION
 EM0483
 EM0483  HISTORY     - Date     Condition        Report By
 EM0483  HISTORY     - 1934     MONUMENTED       CGS
 EM0483  HISTORY     - 1963     GOOD             CGS
 EM0483
 EM0483                          STATION DESCRIPTION
 EM0483
 EM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0483'3.9 MI E FROM REED.
 EM0483'3.9 MI.E. OF REED ALONG STATE NO. 9 75 YDS. S. OF OLD WINDMILL, 40 FT.
 EM0483'W. OF CENTER LINE OF SIDE ROAD TO S., 54 FT. S. CENTER LINE OF HWY.,
 EM0483'10 FT. W. OF FENCE CORNER, AND 1 FT. N. OF FENCE LINE.
 EM0483
 EM0483                          STATION RECOVERY (1963)
 EM0483
 EM0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0450 ***********************************************************************
 EM0450  DESIGNATION -  M 97
 EM0450  PID         -  EM0450
 EM0450  STATE/COUNTY-  OK/JACKSON
 EM0450  COUNTRY     -  US
 EM0450  USGS QUAD   -  DUKE (2018)
 EM0450
 EM0450                         *CURRENT SURVEY CONTROL
 EM0450  ______________________________________________________________________
 EM0450* NAD 83(1986) POSITION- 34 39 33.     (N) 099 34 12.     (W)   SCALED
 EM0450* NAVD 88 ORTHO HEIGHT -   431.536 (meters)     1415.80  (feet) POSTED
 EM0450  ______________________________________________________________________
 EM0450  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 EM0450  DYNAMIC HEIGHT  -        431.07  (meters)     1414.3   (feet) COMP
 EM0450  MODELED GRAVITY -    979,533.8   (mgal)                       NAVD 88
 EM0450
 EM0450  VERT ORDER      -  * POSTED, SEE BELOW
 EM0450
 EM0450.The horizontal coordinates were scaled from a map and have
 EM0450.an estimated accuracy of +/- 6 seconds.
 EM0450
 EM0450.The orthometric height was determined by differential leveling
 EM0450.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0450
 EM0450.* This is a POSTED BENCH MARK height.
 EM0450
 EM0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0450.GEOID18 height accuracy estimate available here.
 EM0450
 EM0450.Click photographs - Photos may exist for this station.
 EM0450
 EM0450.The dynamic height is computed by dividing the NAVD 88
 EM0450.geopotential number by the normal gravity value computed on the
 EM0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0450.degrees latitude (g = 980.6199 gals.).
 EM0450
 EM0450.The modeled gravity was interpolated from observed gravity values.
 EM0450
 EM0450;                    North         East    Units  Estimated Accuracy
 EM0450;SPC OK S     -   148,190.      456,100.      MT  (+/- 180 meters Scaled)
 EM0450
 EM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD477353(NAD 83)
 EM0450
 EM0450                          SUPERSEDED SURVEY CONTROL
 EM0450
 EM0450  NGVD 29 (??/??/92)  431.324  (m)         1415.10   (f) ADJ UNCH    2 0
 EM0450
 EM0450.Superseded values are not recommended for survey control.
 EM0450
 EM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0450.See file dsdata.pdf to determine how the superseded data were derived.
 EM0450
 EM0450_MARKER: DB = BENCH MARK DISK
 EM0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0450_STAMPING: M 97 1934
 EM0450_MARK LOGO: CGS
 EM0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0450+STABILITY: SURFACE MOTION
 EM0450
 EM0450  HISTORY     - Date     Condition        Report By
 EM0450  HISTORY     - 1934     MONUMENTED       CGS
 EM0450  HISTORY     - 1963     GOOD             CGS
 EM0450
 EM0450                          STATION DESCRIPTION
 EM0450
 EM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0450'IN DUKE.
 EM0450'AT DEPOT ON M.K.T. RAILWAY, 29 FT. W. OF W. SIDE OF DEPOT, 30 FT. N.
 EM0450'OF CENTERLINE OF MAIN TRACK, 27 FT. S. OF THE N. SIDE TRACK AND 1 1/2
 EM0450'FT. S. OF A TELEGRAPH POLE.
 EM0450
 EM0450                          STATION RECOVERY (1963)
 EM0450
 EM0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0462 ***********************************************************************
 EK0462  DESIGNATION -  M 99
 EK0462  PID         -  EK0462
 EK0462  STATE/COUNTY-  OK/MCCURTAIN
 EK0462  COUNTRY     -  US
 EK0462  USGS QUAD   -  BATTIEST (2018)
 EK0462
 EK0462                         *CURRENT SURVEY CONTROL
 EK0462  ______________________________________________________________________
 EK0462* NAD 83(1986) POSITION- 34 23 44.     (N) 094 59 22.     (W)   SCALED
 EK0462* NAVD 88 ORTHO HEIGHT -   249.216 (meters)      817.64  (feet) ADJUSTED
 EK0462  ______________________________________________________________________
 EK0462  GEOID HEIGHT    -        -30.985 (meters)                     GEOID18
 EK0462  DYNAMIC HEIGHT  -        248.940 (meters)      816.73  (feet) COMP
 EK0462  MODELED GRAVITY -    979,523.9   (mgal)                       NAVD 88
 EK0462
 EK0462  VERT ORDER      -  SECOND    CLASS 0
 EK0462
 EK0462.The horizontal coordinates were scaled from a map and have
 EK0462.an estimated accuracy of +/- 6 seconds.
 EK0462
 EK0462.The orthometric height was determined by differential leveling and
 EK0462.adjusted by the NATIONAL GEODETIC SURVEY
 EK0462.in June 1991.
 EK0462
 EK0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0462.GEOID18 height accuracy estimate available here.
 EK0462
 EK0462.Click photographs - Photos may exist for this station.
 EK0462
 EK0462.The dynamic height is computed by dividing the NAVD 88
 EK0462.geopotential number by the normal gravity value computed on the
 EK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0462.degrees latitude (g = 980.6199 gals.).
 EK0462
 EK0462.The modeled gravity was interpolated from observed gravity values.
 EK0462
 EK0462;                    North         East    Units  Estimated Accuracy
 EK0462;SPC OK S     -   121,950.      876,780.      MT  (+/- 180 meters Scaled)
 EK0462
 EK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU171078(NAD 83)
 EK0462
 EK0462                          SUPERSEDED SURVEY CONTROL
 EK0462
 EK0462  NGVD 29 (??/??/92)  249.143  (m)          817.40   (f) ADJ UNCH    2 0
 EK0462
 EK0462.Superseded values are not recommended for survey control.
 EK0462
 EK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0462.See file dsdata.pdf to determine how the superseded data were derived.
 EK0462
 EK0462_MARKER: DB = BENCH MARK DISK
 EK0462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0462_SP_SET: CULVERT HEADWALL
 EK0462_STAMPING: M 99 1960
 EK0462_MARK LOGO: CGS
 EK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0462+STABILITY: SURFACE MOTION
 EK0462
 EK0462  HISTORY     - Date     Condition        Report By
 EK0462  HISTORY     - 1960     MONUMENTED       CGS
 EK0462
 EK0462                          STATION DESCRIPTION
 EK0462
 EK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0462'1.2 MI E FROM PICKENS.
 EK0462'ABOUT 1.25 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 EK0462'PICKENS, IN SECTION 10, R 22 E, T 2 S, SET IN THE TOP OF THE WEST
 EK0462'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 13 FEET NORTH OF
 EK0462'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0670 ***********************************************************************
 EM0670  DESIGNATION -  M B 4
 EM0670  PID         -  EM0670
 EM0670  STATE/COUNTY-  OK/COMANCHE
 EM0670  COUNTRY     -  US
 EM0670  USGS QUAD   -  FORT SILL (2018)
 EM0670
 EM0670                         *CURRENT SURVEY CONTROL
 EM0670  ______________________________________________________________________
 EM0670* NAD 83(2011) POSITION- 34 41 09.74920(N) 098 25 18.41202(W)   ADJUSTED
 EM0670* NAD 83(2011) ELLIP HT-   403.043 (meters)        (06/27/12)   ADJUSTED
 EM0670* NAD 83(2011) EPOCH   -  2010.00
 EM0670* NAVD 88 ORTHO HEIGHT -   428.7   (meters)     1406.    (feet) VERTCON3
 EM0670  ______________________________________________________________________
 EM0670  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 EM0670  NAD 83(2011) X  -   -769,006.539 (meters)                     COMP
 EM0670  NAD 83(2011) Y  - -5,194,038.293 (meters)                     COMP
 EM0670  NAD 83(2011) Z  -  3,609,510.746 (meters)                     COMP
 EM0670  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 EM0670
 EM0670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0670  Standards:
 EM0670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0670  -------------------------------------------------------------------
 EM0670  NETWORK    3.87   5.68           1.66   1.46   2.90     -0.27267294
 EM0670  -------------------------------------------------------------------
 EM0670  Click here for local accuracies and other accuracy information.
 EM0670
 EM0670.The horizontal coordinates were established by GPS observations
 EM0670.and adjusted by the National Geodetic Survey in June 2012.
 EM0670
 EM0670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0670.been affixed to the stable North American tectonic plate. See 
 EM0670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0670
 EM0670.The horizontal coordinates are valid at the epoch date displayed above
 EM0670.which is a decimal equivalence of Year/Month/Day.
 EM0670
 EM0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0670
 EM0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0670.GEOID18 height accuracy estimate available here.
 EM0670
 EM0670.Click photographs - Photos may exist for this station.
 EM0670
 EM0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0670
 EM0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0670
 EM0670.The ellipsoidal height was determined by GPS observations
 EM0670.and is referenced to NAD 83.
 EM0670
 EM0670. The following values were computed from the NAD 83(2011) position.
 EM0670
 EM0670;                    North         East     Units Scale Factor Converg.
 EM0670;SPC OK S     -   150,127.943   561,352.413   MT  0.99993752   -0 14 21.9
 EM0670;SPC OK S     -   492,544.76  1,841,703.71   sFT  0.99993752   -0 14 21.9
 EM0670;UTM  14      - 3,838,379.247   552,964.489   MT  0.99963457   +0 19 44.6
 EM0670
 EM0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0670!SPC OK S     -   0.99993674  x   0.99993752  =   0.99987426
 EM0670!UTM  14      -   0.99993674  x   0.99963457  =   0.99957133
 EM0670
 EM0670:                Primary Azimuth Mark                     Grid Az
 EM0670:SPC OK S     -  HEYLS HHH 1945                           293 56 43.3
 EM0670:UTM  14      -  HEYLS HHH 1945                           293 22 36.8
 EM0670
 EM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5296438379(NAD 83)
 EM0670
 EM0670|---------------------------------------------------------------------|
 EM0670| PID    Reference Object                     Distance      Geod. Az  |
 EM0670|                                                           dddmmss.s |
 EM0670| EM0666 HEYLS HHH 1945                      APPROX. 1.6 KM 2934221.4 |
 EM0670|---------------------------------------------------------------------|
 EM0670
 EM0670                          SUPERSEDED SURVEY CONTROL
 EM0670
 EM0670  NAD 83(2007)-  34 41 09.74901(N)    098 25 18.41251(W) AD(2002.00) 0
 EM0670  ELLIP H (02/10/07)  403.067  (m)                       GP(2002.00)    
 EM0670  ELLIP H (06/19/02)  403.083  (m)                       GP(       ) 5 1
 EM0670  NAD 83(1993)-  34 41 09.75017(N)    098 25 18.41225(W) AD(       ) 1
 EM0670  ELLIP H (11/28/94)  403.114  (m)                       GP(       ) 5 1
 EM0670  NAD 83(1986)-  34 41 09.75632(N)    098 25 18.39738(W) AD(       ) 1
 EM0670  NAD 83(1986)-  34 41 09.75392(N)    098 25 18.39695(W) AD(       ) 3
 EM0670  NAD 27      -  34 41 09.49900(N)    098 25 17.19900(W) AD(       ) 3
 EM0670  NGVD 29 (12/08/88)  428.6    (m)  RAPSU86  model used  GPS OBS        
 EM0670
 EM0670.Superseded values are not recommended for survey control.
 EM0670
 EM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0670.See file dsdata.pdf to determine how the superseded data were derived.
 EM0670
 EM0670_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0670_SETTING: 66 = SET IN ROCK OUTCROP
 EM0670_STAMPING: MB-4 1945 1988
 EM0670_MARK LOGO: NGS
 EM0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0670+STABILITY: POSITION/ELEVATION WELL
 EM0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0670+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2014
 EM0670
 EM0670  HISTORY     - Date     Condition        Report By
 EM0670  HISTORY     - 1945     MONUMENTED       USA
 EM0670  HISTORY     - 1988     GOOD             NGS
 EM0670  HISTORY     - 20140707 GOOD             GEOCAC
 EM0670
 EM0670                          STATION DESCRIPTION
 EM0670
 EM0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0670'THE STATION WAS RECOVERED AT THIS DATE.
 EM0670'REFERENCE MARKS 1 AND 2 WERE RECOVERED FOR THE PURPOSE OF LOCATING
 EM0670'THE STATION BUT NOT DESCRIBED.  THE ARMY DESCRIPTION STATED THAT
 EM0670'THE STATION AND REFERENCE MARKS WERE FOUND IN POOR CONDITION AND
 EM0670'RESET IN JANUARY 1988 IN ORIGINAL POSITION.
 EM0670'
 EM0670'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 EM0670'NORTHWEST OF MCNAIR HALL ON THE FORT SILL MILITARY RESERVATION.  IT
 EM0670'IS ON THE HIGHEST POINT OF THE WEST PEAK OF MEDICINE BLUFF.
 EM0670'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM0670'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM0670'73503-5600, PHONE 405-351-4300.
 EM0670'
 EM0670'TO REACH THE STATION FROM THE INTERSECTION OF SHERIDAN ROAD AND
 EM0670'CURRIE ROAD ON FORT SILL, GO NORTH ON CURRIE ROAD FOR 0.8 KM (0.5
 EM0670'MI) TO THE INTERSECTION OF RANDOLPH ROAD.  AT THE INTERSECTION IS A
 EM0670'MONUMENT (CAMP DONIPHAN).  CONTINUE NORTH ON CURRIE ROAD FOR 0.2 KM
 EM0670'(0.1 MI) TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO
 EM0670'NORTH-NORTHWEST FOR 0.8 KM (0.5 MI) TO A FORK.  TAKE RIGHT FORK AND
 EM0670'GO UPHILL FOR 0.6 KM (0.35 MI) TO MOST WESTERLY HILLTOP AND MARK.
 EM0670'
 EM0670'THE STATION IS A STANDARD NGS DISK STAMPED---MB-4 1945 1988---, SET
 EM0670'IN A DRILL HOLE IN BEDROCK.  LOCATED 31.0 METERS (101.8 FT) WEST
 EM0670'FROM RM 1, 15.0 METERS (49.3 FT) NORTH-NORTHWEST FROM RM 2 AND IN
 EM0670'THE MIDDLE OF TRIANGLE FORMED BY CONCRETE BASES FOR METAL TARGET.
 EM0670'
 EM0670'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0670'
 EM0670'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0670'
 EM0670'DESCRIBED BY D.A. BOWLING.
 EM0670
 EM0670                          STATION RECOVERY (2014)
 EM0670
 EM0670'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0670'STATION WAS RECOVED IN GOOD CONDITION.  IT SITS DIRECTLY BELOW A METAL
 EM0670'QUAD SIGNAL TARGET ON TOP OF MEDICINE BLUFF 4 AND IS SET IN A MASS OF
 EM0670'CONCRETE.  IT IS STAMPED MB4 BY THE FORT SILL, OKLAHOMA RANGE
 EM0670'DIVISION.  IT IS DATED 1945 AND 1988.
 EM0670'
 EM0670'RM1 WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0670'
 EM0670'RM2 WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0241 ***********************************************************************
 EM0241  DESIGNATION -  MAB
 EM0241  PID         -  EM0241
 EM0241  STATE/COUNTY-  OK/JACKSON
 EM0241  COUNTRY     -  US
 EM0241  USGS QUAD   -  ALTUS (2018)
 EM0241
 EM0241                         *CURRENT SURVEY CONTROL
 EM0241  ______________________________________________________________________
 EM0241* NAD 83(1993) POSITION- 34 39 03.71715(N) 099 16 54.47563(W)   ADJUSTED
 EM0241* NAVD 88 ORTHO HEIGHT -   412.886 (meters)     1354.61  (feet) ADJUSTED
 EM0241  ______________________________________________________________________
 EM0241  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 EM0241  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC18
 EM0241  DYNAMIC HEIGHT  -        412.448 (meters)     1353.17  (feet) COMP
 EM0241  MODELED GRAVITY -    979,561.5   (mgal)                       NAVD 88
 EM0241
 EM0241  HORZ ORDER      -  FIRST
 EM0241  VERT ORDER      -  SECOND    CLASS 0
 EM0241
 EM0241.The horizontal coordinates were established by classical geodetic methods
 EM0241.and adjusted by the National Geodetic Survey in November 1994.
 EM0241
 EM0241.The orthometric height was determined by differential leveling and
 EM0241.adjusted by the NATIONAL GEODETIC SURVEY
 EM0241.in June 1991.
 EM0241
 EM0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0241.GEOID18 height accuracy estimate available here.
 EM0241
 EM0241.Click photographs - Photos may exist for this station.
 EM0241
 EM0241.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0241
 EM0241.The dynamic height is computed by dividing the NAVD 88
 EM0241.geopotential number by the normal gravity value computed on the
 EM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0241.degrees latitude (g = 980.6199 gals.).
 EM0241
 EM0241.The modeled gravity was interpolated from observed gravity values.
 EM0241
 EM0241. The following values were computed from the NAD 83(1993) position.
 EM0241
 EM0241;                    North         East     Units Scale Factor Converg.
 EM0241;SPC OK S     -   146,909.776   482,502.939   MT  0.99993662   -0 43 39.3
 EM0241;SPC OK S     -   481,986.49  1,583,011.73   sFT  0.99993662   -0 43 39.3
 EM0241;UTM  14      - 3,834,381.120   474,176.665   MT  0.99960822   -0 09 36.8
 EM0241
 EM0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0241!SPC OK S     -   0.99993942  x   0.99993662  =   0.99987605
 EM0241!UTM  14      -   0.99993942  x   0.99960822  =   0.99954767
 EM0241
 EM0241:                Primary Azimuth Mark                     Grid Az
 EM0241:SPC OK S     -  ORD AZ MK                                070 49 32.7
 EM0241:UTM  14      -  ORD AZ MK                                070 15 30.2
 EM0241
 EM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7417634381(NAD 83)
 EM0241
 EM0241|---------------------------------------------------------------------|
 EM0241| PID    Reference Object                     Distance      Geod. Az  |
 EM0241|                                                           dddmmss.s |
 EM0241| EM0887 ORD AZ MK                           APPROX. 1.4 KM 0700553.4 |
 EM0241| EM0240 MAB RM 1                             18.592 METERS 08439     |
 EM0241| EM0242 MAB RM 2                             15.490 METERS 17503     |
 EM0241|---------------------------------------------------------------------|
 EM0241
 EM0241                          SUPERSEDED SURVEY CONTROL
 EM0241
 EM0241  NAD 83(1986)-  34 39 03.72476(N)    099 16 54.46859(W) AD(       ) 1
 EM0241  NAD 27      -  34 39 03.47370(N)    099 16 53.15870(W) AD(       ) 1
 EM0241  NGVD 29 (??/??/92)  412.730  (m)         1354.10   (f) ADJ UNCH    2 0
 EM0241  NGVD 29             412.73   (m)         1354.1    (f) LEVELING    3  
 EM0241
 EM0241.Superseded values are not recommended for survey control.
 EM0241
 EM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0241.See file dsdata.pdf to determine how the superseded data were derived.
 EM0241
 EM0241_MARKER: DS = TRIANGULATION STATION DISK
 EM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0241_STAMPING: MAB 1961
 EM0241_MARK LOGO: CGS
 EM0241_PROJECTION: FLUSH
 EM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0241+STABILITY: SURFACE MOTION
 EM0241
 EM0241  HISTORY     - Date     Condition        Report By
 EM0241  HISTORY     - 1961     MONUMENTED       CGS
 EM0241  HISTORY     - 1961     GOOD             CGS
 EM0241
 EM0241                          STATION DESCRIPTION
 EM0241
 EM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0241'THE STATION IS LOCATED ABOUT 2 MILES EAST OF ALTUS, ON THE
 EM0241'AIR FORCE BASE.
 EM0241'
 EM0241'TO REACH THE STATION FROM THE COURTHOUSE IN ALTUS, GO EAST
 EM0241'ON U.S. HIGHWAY 62 FOR 2.15 MILES TO A TRAFFIC LIGHT AT A
 EM0241'CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A T ROAD,
 EM0241'TURN RIGHT AND GO 0.4 MILE TO THE MAIN ENTRANCE TO THE BASE,
 EM0241'CONTINUE EAST 0.05 MILE TO A TRAFFIC CIRCLE, KEEP RIGHT AND
 EM0241'GO 3/4 WAY AROUND THE TRAFFIC CIRCLE TO A SIDE ROAD RIGHT
 EM0241'AND GO 0.05 MILE TO J AVENUE, TURN RIGHT AND GO 0.35 MILE
 EM0241'TO THE ENTRANCE TO THE RESTRICTED AREA AND GUARD GATE,
 EM0241'CONTINUE EAST 0.05 MILE TO THE STATION ON THE RIGHT.
 EM0241'
 EM0241'THE STATION MARK, STAMPED MAB 1961, IS A STANDARD DISK SET
 EM0241'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 EM0241'THE GROUND, 30 FEET NORTH OF A POWER POLE AND 18 FEET SOUTHWEST
 EM0241'OF THE DRIVEWAY.  A METAL WITNESS POST WAS SET 4.3 FEET NORTH
 EM0241'OF THE STATION.
 EM0241'
 EM0241'R.M. NO. 1, STAMPED MAB NO 1 1961, IS A STANDARD DISK SET
 EM0241'IN A DRILL HOLE IN THE WEST EDGE OF THE CONCRETE APRON DRIVE.
 EM0241'IT IS 59.4 FEET EAST OF THE WITNESS POST, 48 FEET NORTH OF
 EM0241'A POWER POLE AND 17 FEET NORTH OF A DRIVEWAY.
 EM0241'
 EM0241'R.M. NO. 2, STAMPED MAB NO 2 1961, IS A STANDARD DISK CEMENTED
 EM0241'IN A DRILL HOLE IN THE WEST EDGE OF THE CONCRETE APRON DRIVE.
 EM0241'IT IS 54.7 FEET SOUTH OF THE WITNESS POST, 48 FEET SOUTH OF
 EM0241'THE DRIVEWAY AND 35 FEET SOUTH OF A POWER POLE.
 EM0241'
 EM0241'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 79.6 FEET.
 EM0241'
 EM0241'TRIANGULATION STATION ORD AZIMUTH WAS USED FOR THE AZIMUTH
 EM0241'MARK.  SEE DESCRIPTION THEREOF.
 EM0241
 EM0241                          STATION RECOVERY (1961)
 EM0241
 EM0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0241'2.0 MI EA FROM ALTUS.
 EM0241'THE STATION IS LOCATED ON THE ALTUS AIR FORCE BASE, IN THE RESTRICTED
 EM0241'AREA AND IN FRONT OF THE MISSILE ASSEMBLY BUILDING, 122 FEET SOUTHEAST
 EM0241'OF THE MISSILE ASSEMBLY BUILDING, 30 FEET NORTH OF A POWER POLE, 18
 EM0241'FEET SOUTHWEST OF A DRIVEWAY, 4.3 FEET SOUTH OF THE WITNESS POST, SET
 EM0241'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 EM0241'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0240 ***********************************************************************
 EM0240  DESIGNATION -  MAB RM 1
 EM0240  PID         -  EM0240
 EM0240  STATE/COUNTY-  OK/JACKSON
 EM0240  COUNTRY     -  US
 EM0240  USGS QUAD   -  ALTUS (2018)
 EM0240
 EM0240                         *CURRENT SURVEY CONTROL
 EM0240  ______________________________________________________________________
 EM0240* NAD 83(1986) POSITION- 34 39 03.77   (N) 099 16 53.75   (W)   HD_HELD1
 EM0240* NAVD 88 ORTHO HEIGHT -   412.968 (meters)     1354.88  (feet) ADJUSTED
 EM0240  ______________________________________________________________________
 EM0240  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 EM0240  DYNAMIC HEIGHT  -        412.530 (meters)     1353.44  (feet) COMP
 EM0240  MODELED GRAVITY -    979,561.5   (mgal)                       NAVD 88
 EM0240
 EM0240  VERT ORDER      -  SECOND    CLASS 0
 EM0240
 EM0240.The horizontal coordinates were determined by differentially corrected
 EM0240.hand held GPS observations or other comparable positioning techniques
 EM0240.and have an estimated accuracy of +/- 3 meters.
 EM0240
 EM0240.The orthometric height was determined by differential leveling and
 EM0240.adjusted by the NATIONAL GEODETIC SURVEY
 EM0240.in June 1991.
 EM0240
 EM0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0240.GEOID18 height accuracy estimate available here.
 EM0240
 EM0240.Click photographs - Photos may exist for this station.
 EM0240
 EM0240.The dynamic height is computed by dividing the NAVD 88
 EM0240.geopotential number by the normal gravity value computed on the
 EM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0240.degrees latitude (g = 980.6199 gals.).
 EM0240
 EM0240.The modeled gravity was interpolated from observed gravity values.
 EM0240
 EM0240;                    North         East    Units  Estimated Accuracy
 EM0240;SPC OK S     -   146,911.2     482,521.4     MT  (+/- 3 meters HH1 GPS) 
 EM0240
 EM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7419534382(NAD 83)
 EM0240
 EM0240                          SUPERSEDED SURVEY CONTROL
 EM0240
 EM0240  NGVD 29 (??/??/92)  412.812  (m)         1354.37   (f) ADJ UNCH    2 0
 EM0240
 EM0240.Superseded values are not recommended for survey control.
 EM0240
 EM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0240.See file dsdata.pdf to determine how the superseded data were derived.
 EM0240
 EM0240_MARKER: DR = REFERENCE MARK DISK
 EM0240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0240_SP_SET: APRON
 EM0240_STAMPING: MAB NO 1 1961
 EM0240_MARK LOGO: CGS
 EM0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0240
 EM0240  HISTORY     - Date     Condition        Report By
 EM0240  HISTORY     - 1961     MONUMENTED       CGS
 EM0240
 EM0240                          STATION DESCRIPTION
 EM0240
 EM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0240'2.0 MI E FROM ALTUS.
 EM0240'THE MARK IS LOCATED ON THE ALTUS AIR FORCE BASE, IN THE RESTRICTED
 EM0240'AREA AND IN FRONT OF THE MISSILE ASSEMBLY BUILDING, 59.4 FEET EAST OF
 EM0240'THE WITNESS POST, 48 FEET NORTH OF A POWER POLE, 17 FEET NORTH OF THE
 EM0240'DRIVEWAY, CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF CONCRETE APRON
 EM0240'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0242 ***********************************************************************
 EM0242  DESIGNATION -  MAB RM 2
 EM0242  PID         -  EM0242
 EM0242  STATE/COUNTY-  OK/JACKSON
 EM0242  COUNTRY     -  US
 EM0242  USGS QUAD   -  ALTUS (2018)
 EM0242
 EM0242                         *CURRENT SURVEY CONTROL
 EM0242  ______________________________________________________________________
 EM0242* NAD 83(1986) POSITION- 34 39 03.21   (N) 099 16 54.43   (W)   HD_HELD1
 EM0242* NAVD 88 ORTHO HEIGHT -   412.933 (meters)     1354.76  (feet) ADJUSTED
 EM0242  ______________________________________________________________________
 EM0242  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 EM0242  DYNAMIC HEIGHT  -        412.494 (meters)     1353.32  (feet) COMP
 EM0242  MODELED GRAVITY -    979,561.5   (mgal)                       NAVD 88
 EM0242
 EM0242  VERT ORDER      -  SECOND    CLASS 0
 EM0242
 EM0242.The horizontal coordinates were determined by differentially corrected
 EM0242.hand held GPS observations or other comparable positioning techniques
 EM0242.and have an estimated accuracy of +/- 3 meters.
 EM0242
 EM0242.The orthometric height was determined by differential leveling and
 EM0242.adjusted by the NATIONAL GEODETIC SURVEY
 EM0242.in June 1991.
 EM0242
 EM0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0242.GEOID18 height accuracy estimate available here.
 EM0242
 EM0242.Click photographs - Photos may exist for this station.
 EM0242
 EM0242.The dynamic height is computed by dividing the NAVD 88
 EM0242.geopotential number by the normal gravity value computed on the
 EM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0242.degrees latitude (g = 980.6199 gals.).
 EM0242
 EM0242.The modeled gravity was interpolated from observed gravity values.
 EM0242
 EM0242;                    North         East    Units  Estimated Accuracy
 EM0242;SPC OK S     -   146,894.1     482,503.9     MT  (+/- 3 meters HH1 GPS) 
 EM0242
 EM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7417734365(NAD 83)
 EM0242
 EM0242                          SUPERSEDED SURVEY CONTROL
 EM0242
 EM0242  NGVD 29 (??/??/92)  412.777  (m)         1354.25   (f) ADJ UNCH    2 0
 EM0242
 EM0242.Superseded values are not recommended for survey control.
 EM0242
 EM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0242.See file dsdata.pdf to determine how the superseded data were derived.
 EM0242
 EM0242_MARKER: DR = REFERENCE MARK DISK
 EM0242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0242_SP_SET: APRON
 EM0242_STAMPING: MAB NO 2 1961
 EM0242_MARK LOGO: CGS
 EM0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0242+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0242
 EM0242  HISTORY     - Date     Condition        Report By
 EM0242  HISTORY     - 1961     MONUMENTED       CGS
 EM0242  HISTORY     - 20180711 GOOD             OKDOT
 EM0242
 EM0242                          STATION DESCRIPTION
 EM0242
 EM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0242'2.0 MI E FROM ALTUS.
 EM0242'THE MARK IS LOCATED ON THE ALTUS AIR FORCE BASE, IN THE RESTRICTED
 EM0242'AREA AND IN FRONT OF THE MISSILE ASSEMBLY BUILDING, 54.7 FEET SOUTH OF
 EM0242'THE WITNESS POST, 48 FEET SOUTH OF THE DRIVEWAY, 35 FEET SOUTH OF THE
 EM0242'POWER POLE, CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A CONCRETE
 EM0242'APRON DRIVE.
 EM0242
 EM0242                          STATION RECOVERY (2018)
 EM0242
 EM0242'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0724 ***********************************************************************
 GJ0724  DESIGNATION -  MABLE
 GJ0724  PID         -  GJ0724
 GJ0724  STATE/COUNTY-  OK/ELLIS
 GJ0724  COUNTRY     -  US
 GJ0724  USGS QUAD   -  GAGE (2018)
 GJ0724
 GJ0724                         *CURRENT SURVEY CONTROL
 GJ0724  ______________________________________________________________________
 GJ0724* NAD 83(1993) POSITION- 36 21 33.58451(N) 099 51 22.12564(W)   ADJUSTED
 GJ0724* NAVD 88 ORTHO HEIGHT -   744.    (meters)     2441.    (feet) SCALED
 GJ0724  ______________________________________________________________________
 GJ0724  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 GJ0724  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 GJ0724  HORZ ORDER      -  SECOND
 GJ0724
 GJ0724.The horizontal coordinates were established by classical geodetic methods
 GJ0724.and adjusted by the National Geodetic Survey in November 1994.
 GJ0724
 GJ0724.The orthometric height was scaled from a topographic map.
 GJ0724
 GJ0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0724.GEOID18 height accuracy estimate available here.
 GJ0724
 GJ0724.Click photographs - Photos may exist for this station.
 GJ0724
 GJ0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0724
 GJ0724. The following values were computed from the NAD 83(1993) position.
 GJ0724
 GJ0724;                    North         East     Units Scale Factor Converg.
 GJ0724;SPC OK N     -   152,414.830   433,423.849   MT  0.99995100   -1 05 43.4
 GJ0724;SPC OK N     -   500,047.65  1,421,991.41   sFT  0.99995100   -1 05 43.4
 GJ0724;UTM  14      - 4,024,144.732   423,188.303   MT  0.99967269   -0 30 27.3
 GJ0724
 GJ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0724!SPC OK N     -   0.99988763  x   0.99995100  =   0.99983863
 GJ0724!UTM  14      -   0.99988763  x   0.99967269  =   0.99956035
 GJ0724
 GJ0724:                Primary Azimuth Mark                     Grid Az
 GJ0724:SPC OK N     -  MABLE AZ MK                              331 51 40.5
 GJ0724:UTM  14      -  MABLE AZ MK                              331 16 24.4
 GJ0724
 GJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2318824144(NAD 83)
 GJ0724
 GJ0724|---------------------------------------------------------------------|
 GJ0724| PID    Reference Object                     Distance      Geod. Az  |
 GJ0724|                                                           dddmmss.s |
 GJ0724| CK9345 MABLE RM 1                           38.033 METERS 23001     |
 GJ0724| GJ0730 VORTAC GAGE RADIO GAG               APPROX. 2.8 KM 2311126.9 |
 GJ0724| CK9346 MABLE RM 2                           41.139 METERS 31809     |
 GJ0724| CK9344 MABLE AZ MK                                        3304557.1 |
 GJ0724|---------------------------------------------------------------------|
 GJ0724
 GJ0724                          SUPERSEDED SURVEY CONTROL
 GJ0724
 GJ0724  NAD 83(1986)-  36 21 33.59166(N)    099 51 22.11430(W) AD(       ) 2
 GJ0724  NAD 27      -  36 21 33.45568(N)    099 51 20.67536(W) AD(       ) 2
 GJ0724
 GJ0724.Superseded values are not recommended for survey control.
 GJ0724
 GJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0724.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0724
 GJ0724_MARKER: DS = TRIANGULATION STATION DISK
 GJ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0724_STAMPING: MABLE 1963
 GJ0724_MARK LOGO: CGS
 GJ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0724+STABILITY: SURFACE MOTION
 GJ0724
 GJ0724  HISTORY     - Date     Condition        Report By
 GJ0724  HISTORY     - 1963     MONUMENTED       CGS
 GJ0724
 GJ0724                          STATION DESCRIPTION
 GJ0724
 GJ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0724'THE STATION IS ABOUT 6 MILES NORTH OF SHATTUCK, 6 MILES NORTHWEST OF
 GJ0724'GAGE AND 1-1/2 MILES EAST OF U. S. HIGHWAY 283, ON THE HIGHEST POINT
 GJ0724'OF A ROCKY, CULTIVATED KNOLL, ON LAND OWNED BY MRS. COOPER.
 GJ0724'
 GJ0724'TO REACH THE STATION FROM THE POST OFFICE IN SHATTUCK, GO NORTH ON
 GJ0724'U. S. HIGHWAY 283 FOR 6.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 GJ0724'EAST ON A GRADED ROAD FOR 0.5 MILE TO A CROSSROAD.  CONTINUE EAST
 GJ0724'FOR 0.45 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE EAST FOR 0.4
 GJ0724'MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT.  FROM THIS POINT
 GJ0724'CONTINUE EAST AND SOUTH ON A FIELD ROAD FOR 0.2 MILE TO A GATE.
 GJ0724'PASS THROUGH THE GATE, TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE
 GJ0724'OF A FENCE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 GJ0724'
 GJ0724'THE STATION MARK IS A STANDARD DISK, STAMPED MABLE 1963, SET IN THE
 GJ0724'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 GJ0724'77.3 FEET EAST OF THE CENTERLINE OF THE FIELD ROAD AND 94.2 FEET
 GJ0724'EAST OF A NORTH-SOUTH FENCE.
 GJ0724'
 GJ0724'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MABLE NO 1 1963, SET
 GJ0724'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0724'IT IS 2.4 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST OF THE FENCE,
 GJ0724'20.2 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD AND ABOUT 5
 GJ0724'FEET LOWER THAN THE STATION.
 GJ0724'
 GJ0724'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MABLE NO 2 1963, SET
 GJ0724'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0724'IT IS 1 FOOT EAST OF THE FENCE, 17.1 FEET WEST OF THE CENTERLINE OF
 GJ0724'THE TRACK ROAD AND ABOUT 6 FEET LOWER THAN THE STATION.
 GJ0724'
 GJ0724'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MABLE 1963, SET IN THE
 GJ0724'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 GJ0724'6.5 FEET WEST OF A WEST GATE POST, 2.5 FEET EAST OF A WITNESS POST
 GJ0724'AND 15.3 FEET NORTH OF THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0919 ***********************************************************************
 FJ0919  DESIGNATION -  MACOMB
 FJ0919  PID         -  FJ0919
 FJ0919  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0919  COUNTRY     -  US
 FJ0919  USGS QUAD   -  TRIBBEY (2018)
 FJ0919
 FJ0919                         *CURRENT SURVEY CONTROL
 FJ0919  ______________________________________________________________________
 FJ0919* NAD 83(1993) POSITION- 35 06 58.11667(N) 097 00 08.01237(W)   ADJUSTED
 FJ0919* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 FJ0919  ______________________________________________________________________
 FJ0919  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 FJ0919  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 FJ0919  HORZ ORDER      -  THIRD
 FJ0919
 FJ0919.The horizontal coordinates were established by classical geodetic methods
 FJ0919.and adjusted by the National Geodetic Survey in November 1994.
 FJ0919
 FJ0919.The orthometric height was scaled from a topographic map.
 FJ0919
 FJ0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0919.GEOID18 height accuracy estimate available here.
 FJ0919
 FJ0919.Click photographs - Photos may exist for this station.
 FJ0919
 FJ0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0919
 FJ0919. The following values were computed from the NAD 83(1993) position.
 FJ0919
 FJ0919;                    North         East     Units Scale Factor Converg.
 FJ0919;SPC OK S     -   198,209.501   690,952.707   MT  0.99997894   +0 33 58.9
 FJ0919;SPC OK S     -   650,292.34  2,266,900.67   sFT  0.99997894   +0 33 58.9
 FJ0919;UTM  14      - 3,887,749.252   682,054.833   MT  1.00000849   +1 08 58.2
 FJ0919
 FJ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0919!SPC OK S     -   0.99995205  x   0.99997894  =   0.99993099
 FJ0919!UTM  14      -   0.99995205  x   1.00000849  =   0.99996054
 FJ0919
 FJ0919:                Primary Azimuth Mark                     Grid Az
 FJ0919:SPC OK S     -  MACOMB AZ MK                             206 47 09.4
 FJ0919:UTM  14      -  MACOMB AZ MK                             206 12 10.1
 FJ0919
 FJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8205487749(NAD 83)
 FJ0919
 FJ0919|---------------------------------------------------------------------|
 FJ0919| PID    Reference Object                     Distance      Geod. Az  |
 FJ0919|                                                           dddmmss.s |
 FJ0919| FJ0920 6 FS                                 95.067 METERS 07350     |
 FJ0919| CL4824 MACOMB RM 1                          15.273 METERS 09051     |
 FJ0919| CL4825 MACOMB RM 2                           7.959 METERS 17506     |
 FJ0919| CL4823 MACOMB AZ MK                                       2072108.3 |
 FJ0919|---------------------------------------------------------------------|
 FJ0919
 FJ0919                          SUPERSEDED SURVEY CONTROL
 FJ0919
 FJ0919  NAD 83(1986)-  35 06 58.12119(N)    097 00 07.99651(W) AD(       ) 3
 FJ0919  NAD 27      -  35 06 57.85568(N)    097 00 06.91027(W) AD(       ) 3
 FJ0919
 FJ0919.Superseded values are not recommended for survey control.
 FJ0919
 FJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0919.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0919
 FJ0919_MARKER: DS = TRIANGULATION STATION DISK
 FJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0919_STAMPING: MACOMB 1957
 FJ0919_MARK LOGO: CGS
 FJ0919_PROJECTION: PROJECTING 15 CENTIMETERS
 FJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0919+STABILITY: SURFACE MOTION
 FJ0919
 FJ0919  HISTORY     - Date     Condition        Report By
 FJ0919  HISTORY     - 1957     MONUMENTED       CGS
 FJ0919
 FJ0919                          STATION DESCRIPTION
 FJ0919
 FJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0919'STATION IS ABOUT 2 MILES SOUTH AND 1/2 MILE EAST OF THE TOWN OF
 FJ0919'MACOMB, IN NORTHEAST 1/4 OF SECTION 5, T 7 N, R 3 E, ON ROAD
 FJ0919'RIGHT-OF-WAY.
 FJ0919'
 FJ0919'REACHED FROM CROSSROADS JUST NORTH OF THE SCHOOL AT MACOMB,
 FJ0919'GO EAST ON MACADAM ROAD 0.35 MILE TO A SIDE ROAD ON RIGHT,
 FJ0919'TURN RIGHT, SOUTH, FOR 2.0 MILES TO STATION.  TO REACH THE
 FJ0919'AZIMUTH MARK FROM HERE, CONTINUE SOUTH 0.15 MILE TO A SIDE
 FJ0919'ROAD, RIGHT, TURN RIGHT, WESTERLY, FOR 0.1 MILE TO MARK ON
 FJ0919'THE RIGHT.
 FJ0919'
 FJ0919'STATION MARKS ARE STANDARD DISKS, STAMPED MACOMB 1957.  SURFACE
 FJ0919'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ0919'PROJECTING 6 INCHES.  IT IS 107.59 FEET SOUTHWEST OF A RAILROAD
 FJ0919'SPIKE EMBEDDED IN THE SOUTH SIDE OF A 24-INCH OAK TREE, 85
 FJ0919'FEET SOUTHWEST OF A ROAD RIGHT-OF-WAY FENCE CORNER, 51 FEET
 FJ0919'WEST OF A ROAD RIGHT-OF-WAY FENCE CORNER, 24 FEET WEST OF THE
 FJ0919'CENTER OF A NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE CENTER
 FJ0919'OF A T-ROAD LEADING EAST, EXTENDED, 3 FEET SOUTHEAST OF A
 FJ0919'TRIANGLE BLAZE ON THE NORTHEAST SIDE OF A POWERLINE GUY-POLE.
 FJ0919'A WHITE WITNESS POST WAS SET 4 FEET SOUTH OF MARK.  THE
 FJ0919'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FJ0919'INCHES BELOW THE GROUND SURFACE.
 FJ0919'
 FJ0919'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MACOMB NO 1 1957,
 FJ0919'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0919'6 INCHES.  IT IS 3 FEET SOUTHWEST OF A POWERLINE POLE, 5 FEET
 FJ0919'SOUTH OF RIGHT-OF-WAY FENCE CORNER, 26 FEET EAST OF THE CENTER
 FJ0919'OF A NORTH-SOUTH ROAD, AND 33 FEET SOUTH OF THE CENTER OF A
 FJ0919'EAST-WEST ROAD.
 FJ0919'
 FJ0919'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MACOMB NO 2 1957,
 FJ0919'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0919'6 INCHES.  IT IS 28 FEET SOUTH OF A TRIANGLE BLAZE ON THE NORTHEAST
 FJ0919'SIDE OF A POWERLINE GUY-POLE, 2 FEET EAST OF A RIGHT-OF-WAY
 FJ0919'FENCE, AND 22 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD.
 FJ0919'
 FJ0919'AZIMUTH MARK IS A STANDARD DISK, STAMPED MACOMB 1957, SET IN
 FJ0919'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 FJ0919'IT IS 20 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD AND 1 FOOT
 FJ0919'SOUTHWEST OF A FENCE.  A WHITE WITNESS POST WAS SET 2 FEET
 FJ0919'NORTHEAST OF MARK.
 FJ0919'
 FJ0919'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 1957 1096
 FJ0919'6 F S, CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE
 FJ0919'SLAB 7 FEET BY 16 FEET (FRONT PORCH OF A HOME THAT HAS BURNED).
 FJ0919'IT IS 276 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 58 FEET
 FJ0919'NORTH OF THE CENTER OF A EAST-WEST ROAD, 31 FEET NORTH OF
 FJ0919'A RIGHT-OF-WAY FENCE, AND 53 FEET EAST OF THE CENTER OF A TRACK
 FJ0919'ROAD (DRIVEWAY) GOING NORTH.  THIS MARK WILL SERVE AS AN
 FJ0919'ADDITIONAL REFERENCE MARK FOR STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0775 ***********************************************************************
 EL0775  DESIGNATION -  MAD
 EL0775  PID         -  EL0775
 EL0775  STATE/COUNTY-  OK/MARSHALL
 EL0775  COUNTRY     -  US
 EL0775  USGS QUAD   -  MADILL (2018)
 EL0775
 EL0775                         *CURRENT SURVEY CONTROL
 EL0775  ______________________________________________________________________
 EL0775* NAD 83(1993) POSITION- 34 05 06.94327(N) 096 50 15.20026(W)   ADJUSTED
 EL0775* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 EL0775  ______________________________________________________________________
 EL0775  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 EL0775  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 EL0775  HORZ ORDER      -  SECOND
 EL0775
 EL0775.The horizontal coordinates were established by classical geodetic methods
 EL0775.and adjusted by the National Geodetic Survey in November 1994.
 EL0775
 EL0775.The orthometric height was scaled from a topographic map.
 EL0775
 EL0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0775.GEOID18 height accuracy estimate available here.
 EL0775
 EL0775.Click photographs - Photos may exist for this station.
 EL0775
 EL0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0775
 EL0775. The following values were computed from the NAD 83(1993) position.
 EL0775
 EL0775;                    North         East     Units Scale Factor Converg.
 EL0775;SPC OK S     -    84,024.408   707,279.556   MT  0.99997361   +0 39 35.4
 EL0775;SPC OK S     -   275,670.08  2,320,466.34   sFT  0.99997361   +0 39 35.4
 EL0775;UTM  14      - 3,773,720.345   699,515.066   MT  1.00009072   +1 12 44.2
 EL0775
 EL0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0775!SPC OK S     -   0.99995843  x   0.99997361  =   0.99993204
 EL0775!UTM  14      -   0.99995843  x   1.00009072  =   1.00004915
 EL0775
 EL0775:                Primary Azimuth Mark                     Grid Az
 EL0775:SPC OK S     -  MAD AZ MK                                326 26 11.3
 EL0775:UTM  14      -  MAD AZ MK                                325 53 02.5
 EL0775
 EL0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9951573720(NAD 83)
 EL0775
 EL0775|---------------------------------------------------------------------|
 EL0775| PID    Reference Object                     Distance      Geod. Az  |
 EL0775|                                                           dddmmss.s |
 EL0775| CY1553 MAD RM 1                             24.865 METERS 03729     |
 EL0775| EL0771 KINGSTON MUNICIPAL TANK             APPROX.14.3 KM 1300946.7 |
 EL0775| CY1552 MAD AZ MK                                          3270546.7 |
 EL0775| EL0778 ID 40 TT                             21.378 METERS 34320     |
 EL0775|---------------------------------------------------------------------|
 EL0775
 EL0775                          SUPERSEDED SURVEY CONTROL
 EL0775
 EL0775  NAD 83(1986)-  34 05 06.94950(N)    096 50 15.19256(W) AD(       ) 2
 EL0775  NAD 27      -  34 05 06.59980(N)    096 50 14.17380(W) AD(       ) 2
 EL0775
 EL0775.Superseded values are not recommended for survey control.
 EL0775
 EL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0775.See file dsdata.pdf to determine how the superseded data were derived.
 EL0775
 EL0775_MARKER: DS = TRIANGULATION STATION DISK
 EL0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0775_STAMPING: MAD 1954
 EL0775_MARK LOGO: CGS
 EL0775_PROJECTION: FLUSH
 EL0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0775+STABILITY: SURFACE MOTION
 EL0775
 EL0775  HISTORY     - Date     Condition        Report By
 EL0775  HISTORY     - 1954     MONUMENTED       CGS
 EL0775
 EL0775                          STATION DESCRIPTION
 EL0775
 EL0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0775'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF MADILL AND
 EL0775'ABOUT 1 MILE SOUTH OF THE OLD ANTIOCH SCHOOL ON PROPERTY
 EL0775'OWNED BY MR. FRANK VINSON.  IT IS 121 FEET WEST OF A FENCE,
 EL0775'73 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 60 FEET
 EL0775'SOUTH OF A FENCE.  IT IS STAMPED MAD 1954 AND IS SET FLUSH.
 EL0775'
 EL0775'REFERENCE MARK NO. 1 IS 75 FEET WEST OF A T FENCE CORNER, 18
 EL0775'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET WEST OF A
 EL0775'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED MAD
 EL0775'NO 1 1954 AND IS SET FLUSH.
 EL0775'
 EL0775'A STANDARD OKLAHOMA CONSERVATION COMMISSION MARK SERVES AS
 EL0775'R.M. NO. 2.  IT IS 16 FEET SOUTH OF THE CENTER OF A GRAVELED
 EL0775'ROAD AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED ID 40 TT
 EL0775'1936 AND IS SET IN A 4X4 CONCRETE POST FLUSH WITH THE SURFACE
 EL0775'OF THE GROUND.
 EL0775'
 EL0775'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF A GRAVELED
 EL0775'ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A
 EL0775'FENCE.  IT IS STAMPED MAD 1954 AND IS SET FLUSH.
 EL0775'
 EL0775'TO REACH THE STATION FROM THE POST OFFICE IN MADILL, GO WEST
 EL0775'ON STATE HIGHWAYS 32 AND 199 FOR 0.15 MILE TO WHERE 199 TURNS
 EL0775'LEFT.  CONTINUE WEST, NORTH AND WEST ON STATE 32 FOR 4.45
 EL0775'MILES TO A SIDE ROAD LEFT AND THE OLD ANTIOCH SCHOOL ON THE
 EL0775'RIGHT.  TURN LEFT, SOUTH, AND GO 0.25 MILE TO THE AZIMUTH
 EL0775'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A
 EL0775'CROSSROAD.  TURN LEFT, EAST, AND GO 0.55 MILE TO THE TOP OF
 EL0775'THE HILL AND THE STATION ON THE RIGHT.
 EL0775'
 EL0775'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1089 ***********************************************************************
 EM1089  CBN         -  This is a Cooperative Base Network Control Station.
 EM1089  DESIGNATION -  MADGE
 EM1089  PID         -  EM1089
 EM1089  STATE/COUNTY-  OK/HARMON
 EM1089  COUNTRY     -  US
 EM1089  USGS QUAD   -  MADGE (2018)
 EM1089
 EM1089                         *CURRENT SURVEY CONTROL
 EM1089  ______________________________________________________________________
 EM1089* NAD 83(2011) POSITION- 34 54 01.64846(N) 099 59 40.29553(W)   ADJUSTED
 EM1089* NAD 83(2011) ELLIP HT-   560.392 (meters)        (06/27/12)   ADJUSTED
 EM1089* NAD 83(2011) EPOCH   -  2010.00
 EM1089* NAVD 88 ORTHO HEIGHT -   587.9   (meters)     1929.    (feet) GPS OBS
 EM1089  ______________________________________________________________________
 EM1089  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM1089  GEOID HEIGHT    -        -27.515 (meters)                     GEOID96
 EM1089  GEOID HEIGHT    -        -27.464 (meters)                     GEOID18
 EM1089  NAD 83(2011) X  -   -908,939.724 (meters)                     COMP
 EM1089  NAD 83(2011) Y  - -5,157,734.509 (meters)                     COMP
 EM1089  NAD 83(2011) Z  -  3,629,136.009 (meters)                     COMP
 EM1089  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 EM1089
 EM1089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1089  Standards:
 EM1089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1089  -------------------------------------------------------------------
 EM1089  NETWORK    2.07   3.98           0.90   0.79   2.03      0.02650335
 EM1089  -------------------------------------------------------------------
 EM1089  Click here for local accuracies and other accuracy information.
 EM1089
 EM1089.The horizontal coordinates were established by GPS observations
 EM1089.and adjusted by the National Geodetic Survey in June 2012.
 EM1089
 EM1089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1089.been affixed to the stable North American tectonic plate. See 
 EM1089.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1089
 EM1089.The horizontal coordinates are valid at the epoch date displayed above
 EM1089.which is a decimal equivalence of Year/Month/Day.
 EM1089
 EM1089.The orthometric height was determined by GPS observations and a
 EM1089.high-resolution geoid model.
 EM1089
 EM1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1089.GEOID18 height accuracy estimate available here.
 EM1089
 EM1089.Click photographs - Photos may exist for this station.
 EM1089
 EM1089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1089
 EM1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1089
 EM1089.The ellipsoidal height was determined by GPS observations
 EM1089.and is referenced to NAD 83.
 EM1089
 EM1089. The following values were computed from the NAD 83(2011) position.
 EM1089
 EM1089;                    North         East     Units Scale Factor Converg.
 EM1089;SPC OK S     -   175,633.408   417,723.871   MT  0.99995113   -1 07 55.7
 EM1089;SPC OK S     -   576,223.94  1,370,482.40   sFT  0.99995113   -1 07 55.7
 EM1089;SPC TX N     - 1,100,942.100   337,586.135   MT  0.99995138   +0 52 20.9
 EM1089;SPC TX N     - 3,612,007.54  1,107,563.84   sFT  0.99995138   +0 52 20.9
 EM1089;UTM  14      - 3,862,455.538   409,136.454   MT  0.99970175   -0 34 08.6
 EM1089
 EM1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1089!SPC OK S     -   0.99991204  x   0.99995113  =   0.99986318
 EM1089!SPC TX N     -   0.99991204  x   0.99995138  =   0.99986343
 EM1089!UTM  14      -   0.99991204  x   0.99970175  =   0.99961382
 EM1089
 EM1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0913662455(NAD 83)
 EM1089
 EM1089                          SUPERSEDED SURVEY CONTROL
 EM1089
 EM1089  NAD 83(2007)-  34 54 01.64845(N)    099 59 40.29629(W) AD(2002.00) 0
 EM1089  ELLIP H (02/10/07)  560.412  (m)                       GP(2002.00)    
 EM1089  ELLIP H (04/16/01)  560.407  (m)                       GP(       ) 4 2
 EM1089  NAD 83(1993)-  34 54 01.64842(N)    099 59 40.29576(W) AD(       ) B
 EM1089  ELLIP H (05/09/94)  560.434  (m)                       GP(       ) 4 2
 EM1089  NAVD 88 (01/13/95)  587.9    (m)  UNKNOWN  model used  GPS OBS        
 EM1089  NAVD 88 (05/09/94)  587.9    (m)  GEOID93  model used  GPS OBS        
 EM1089
 EM1089.Superseded values are not recommended for survey control.
 EM1089
 EM1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1089.See file dsdata.pdf to determine how the superseded data were derived.
 EM1089
 EM1089_MARKER: I = METAL ROD
 EM1089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1089_STAMPING: MADGE 1993
 EM1089_MARK LOGO: NGS
 EM1089_PROJECTION: RECESSED 1 CENTIMETERS
 EM1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1089+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EM1089_ROD/PIPE-DEPTH: 7.1 meters
 EM1089_SLEEVE-DEPTH  : 0.9 meters
 EM1089
 EM1089  HISTORY     - Date     Condition        Report By
 EM1089  HISTORY     - 1993     MONUMENTED       NGS
 EM1089  HISTORY     - 19991116 GOOD             OKDOT
 EM1089
 EM1089                          STATION DESCRIPTION
 EM1089
 EM1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1089'STATION IS LOCATED ABOUT 25 KM (15.55 MI) NORTH OF HOLLIS, 43 KM
 EM1089'(26.70 MI) WEST OF MANGUM, 0.54 KM (0.35 MI) EAST OF THE
 EM1089'OKLAHOMA-TEXAS STATE LINE, ALONG STATE HIGHWAY 9, ON THE
 EM1089'RIGHT-OF-WAY, AT TOP OF A RISE, ADJACENT TO A CULTIVATED FIELD, NEAR
 EM1089'THE SOUTHEAST CORNER OF SECTION 13, T 5 N, R 27 W.
 EM1089'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EM1089'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 30 ABOUT 3 MI
 EM1089'(4.8 KM) WEST OF VINSON, OK, GO WEST ON HIGHWAY 9 FOR 7.44 KM
 EM1089'(4.60 MI) TO THE TOP OF A RISE AND STATION ON THE RIGHT.
 EM1089'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN
 EM1089'AGREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 EM1089'LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 16.9 M
 EM1089'(55.4 FT) NORTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY
 EM1089'CENTER, 87.8 M (288.1 FT) WEST OF A RAILROAD TIE T-FENCE CORNER POST
 EM1089'AT A FIELD ENTRANCE, 0.7 M (2.3 FT) SOUTH OF THE RIGHT-OF-WAY FENCE,
 EM1089'1.2 M (3.9 FT) NORTHEAST OF AN ODOT METAL WITNESS POST, AND 0.9 M
 EM1089'(3.0 FT) WEST OF A METAL WITNESS POST.
 EM1089
 EM1089                          STATION RECOVERY (1999)
 EM1089
 EM1089'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EM1089'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0170 ***********************************************************************
 EL0170  DESIGNATION -  MADILL
 EL0170  PID         -  EL0170
 EL0170  STATE/COUNTY-  OK/MARSHALL
 EL0170  COUNTRY     -  US
 EL0170  USGS QUAD   -  MADILL (2018)
 EL0170
 EL0170                         *CURRENT SURVEY CONTROL
 EL0170  ______________________________________________________________________
 EL0170* NAD 83(1986) POSITION- 34 05 30.     (N) 096 46 15.     (W)   SCALED
 EL0170* NAVD 88 ORTHO HEIGHT -   238.019 (meters)      780.90  (feet) ADJUSTED
 EL0170  ______________________________________________________________________
 EL0170  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 EL0170  DYNAMIC HEIGHT  -        237.769 (meters)      780.08  (feet) COMP
 EL0170  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 EL0170
 EL0170  VERT ORDER      -  FIRST     CLASS II
 EL0170
 EL0170.The horizontal coordinates were scaled from a map and have
 EL0170.an estimated accuracy of +/- 6 seconds.
 EL0170
 EL0170.The orthometric height was determined by differential leveling and
 EL0170.adjusted by the NATIONAL GEODETIC SURVEY
 EL0170.in June 1991.
 EL0170
 EL0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0170.GEOID18 height accuracy estimate available here.
 EL0170
 EL0170.Click photographs - Photos may exist for this station.
 EL0170
 EL0170.The dynamic height is computed by dividing the NAVD 88
 EL0170.geopotential number by the normal gravity value computed on the
 EL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0170.degrees latitude (g = 980.6199 gals.).
 EL0170
 EL0170.The modeled gravity was interpolated from observed gravity values.
 EL0170
 EL0170;                    North         East    Units  Estimated Accuracy
 EL0170;SPC OK S     -    84,810.      713,430.      MT  (+/- 180 meters Scaled)
 EL0170
 EL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC056745(NAD 83)
 EL0170
 EL0170                          SUPERSEDED SURVEY CONTROL
 EL0170
 EL0170  NGVD 29 (??/??/92)  237.955  (m)          780.69   (f) ADJ UNCH    1 2
 EL0170
 EL0170.Superseded values are not recommended for survey control.
 EL0170
 EL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0170.See file dsdata.pdf to determine how the superseded data were derived.
 EL0170
 EL0170_MARKER: DB = BENCH MARK DISK
 EL0170_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0170+WITH SETTING: PAVEMENT
 EL0170_SP_SET: COLUMN
 EL0170_STAMPING: MADILL 1934
 EL0170_MARK LOGO: CGS
 EL0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0170+STABILITY: SURFACE MOTION
 EL0170
 EL0170  HISTORY     - Date     Condition        Report By
 EL0170  HISTORY     - 1934     MONUMENTED       CGS
 EL0170  HISTORY     - 1934     GOOD             CGS
 EL0170  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0170
 EL0170                          STATION DESCRIPTION
 EL0170
 EL0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0170'AT MADILL, IN THE SOUTHWEST CORNER OF THE CITY HALL.  400 FEET
 EL0170'SOUTH OF THE ST. LOUIS AND SAN FRANCISCO RR TRACK.  1 BLOCK NORTH
 EL0170'OF THE COURT HOUSE.  AT THE BASE OF ROUND COLUMN IN SOUTHWEST
 EL0170'CORNER OF BUILDING, 18 INCHES ABOVE THE GROUND.
 EL0170
 EL0170                          STATION RECOVERY (1934)
 EL0170
 EL0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0170'RECOVERED IN GOOD CONDITION.
 EL0170
 EL0170                          STATION RECOVERY (1994)
 EL0170
 EL0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0777 ***********************************************************************
 EL0777  DESIGNATION -  MADILL EAST MUNICIPAL TANK
 EL0777  PID         -  EL0777
 EL0777  STATE/COUNTY-  OK/MARSHALL
 EL0777  COUNTRY     -  US
 EL0777  USGS QUAD   -  MADILL (2018)
 EL0777
 EL0777                         *CURRENT SURVEY CONTROL
 EL0777  ______________________________________________________________________
 EL0777* NAD 83(1993) POSITION- 34 05 32.99384(N) 096 46 19.36093(W)   ADJUSTED
 EL0777  ______________________________________________________________________
 EL0777  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 EL0777  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 EL0777  HORZ ORDER      -  THIRD
 EL0777
 EL0777.The horizontal coordinates were established by classical geodetic methods
 EL0777.and adjusted by the National Geodetic Survey in November 1994.
 EL0777
 EL0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0777.GEOID18 height accuracy estimate available here.
 EL0777
 EL0777.Click photographs - Photos may exist for this station.
 EL0777
 EL0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0777
 EL0777. The following values were computed from the NAD 83(1993) position.
 EL0777
 EL0777;                    North         East     Units Scale Factor Converg.
 EL0777;SPC OK S     -    84,898.589   713,315.368   MT  0.99997252   +0 41 49.2
 EL0777;SPC OK S     -   278,538.12  2,340,268.84   sFT  0.99997252   +0 41 49.2
 EL0777;UTM  14      - 3,774,652.798   705,542.969   MT  1.00012082   +1 14 57.4
 EL0777
 EL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0554274652(NAD 83)
 EL0777
 EL0777                          SUPERSEDED SURVEY CONTROL
 EL0777
 EL0777  NAD 83(1986)-  34 05 32.99945(N)    096 46 19.35285(W) AD(       ) 3
 EL0777  NAD 27      -  34 05 32.64800(N)    096 46 18.34600(W) AD(       ) 3
 EL0777
 EL0777.Superseded values are not recommended for survey control.
 EL0777
 EL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0777.See file dsdata.pdf to determine how the superseded data were derived.
 EL0777
 EL0777_MARKER: 53 = ELEVATED TANK
 EL0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0777+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2011
 EL0777
 EL0777  HISTORY     - Date     Condition        Report By
 EL0777  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0777  HISTORY     - 19960803 GOOD             USPSQD
 EL0777  HISTORY     - 20040819 GOOD             USPSQD
 EL0777  HISTORY     - 20110528 GOOD             GEOCAC
 EL0777
 EL0777                          STATION DESCRIPTION
 EL0777
 EL0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0777'THE STATION IS LOCATED NEAR THE CENTER OF MADILL, JUST EAST
 EL0777'OF U.S. HIGHWAY NO. 70, JUST SOUTH OF THE RAILROAD TRACKS
 EL0777'AND ABOUT ONE BLOCK NORTHWEST OF THE CITY HALL.  IT IS A
 EL0777'FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER, HAS
 EL0777'A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL HEIGHT
 EL0777'OF 100 FEET.
 EL0777'
 EL0777'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 EL0777
 EL0777                          STATION RECOVERY (1996)
 EL0777
 EL0777'RECOVERY NOTE BY US POWER SQUADRON 1996
 EL0777'RECOVERED IN GOOD CONDITION.
 EL0777
 EL0777                          STATION RECOVERY (2004)
 EL0777
 EL0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 EL0777'RECOVERED IN GOOD CONDITION.
 EL0777
 EL0777                          STATION RECOVERY (2011)
 EL0777
 EL0777'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 EL0777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0776 ***********************************************************************
 EL0776  DESIGNATION -  MADILL WEST MUNICIPAL TANK
 EL0776  PID         -  EL0776
 EL0776  STATE/COUNTY-  OK/MARSHALL
 EL0776  COUNTRY     -  US
 EL0776  USGS QUAD   -  MADILL (2018)
 EL0776
 EL0776                         *CURRENT SURVEY CONTROL
 EL0776  ______________________________________________________________________
 EL0776* NAD 83(1993) POSITION- 34 05 18.61213(N) 096 47 10.93061(W)   ADJUSTED
 EL0776  ______________________________________________________________________
 EL0776  GEOID HEIGHT    -        -26.227 (meters)                     GEOID18
 EL0776  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 EL0776  HORZ ORDER      -  THIRD
 EL0776
 EL0776.The horizontal coordinates were established by classical geodetic methods
 EL0776.and adjusted by the National Geodetic Survey in November 1994.
 EL0776
 EL0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0776.GEOID18 height accuracy estimate available here.
 EL0776
 EL0776.Click photographs - Photos may exist for this station.
 EL0776
 EL0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0776
 EL0776. The following values were computed from the NAD 83(1993) position.
 EL0776
 EL0776;                    North         East     Units Scale Factor Converg.
 EL0776;SPC OK S     -    84,439.514   711,998.861   MT  0.99997312   +0 41 20.0
 EL0776;SPC OK S     -   277,031.97  2,335,949.60   sFT  0.99997312   +0 41 20.0
 EL0776;UTM  14      - 3,774,180.986   704,230.758   MT  1.00011419   +1 14 28.0
 EL0776
 EL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0423074180(NAD 83)
 EL0776
 EL0776                          SUPERSEDED SURVEY CONTROL
 EL0776
 EL0776  NAD 83(1986)-  34 05 18.61773(N)    096 47 10.92278(W) AD(       ) 3
 EL0776  NAD 27      -  34 05 18.26800(N)    096 47 09.91400(W) AD(       ) 3
 EL0776
 EL0776.Superseded values are not recommended for survey control.
 EL0776
 EL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0776.See file dsdata.pdf to determine how the superseded data were derived.
 EL0776
 EL0776_MARKER: 53 = ELEVATED TANK
 EL0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0776+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2011
 EL0776
 EL0776  HISTORY     - Date     Condition        Report By
 EL0776  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0776  HISTORY     - 19960803 GOOD             USPSQD
 EL0776  HISTORY     - 20110528 GOOD             GEOCAC
 EL0776
 EL0776                          STATION DESCRIPTION
 EL0776
 EL0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0776'THE STATION IS LOCATED ON TOP OF A HILL AT THE SOUTHWEST
 EL0776'CORNER OF MADILL AND AT THE EXTREME WEST END OF WEST FRANCIS
 EL0776'STREET.  IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING
 EL0776'THE TANK PROPER, HAS A CONICAL ROOF AND AN OVER-ALL HEIGHT OF
 EL0776'60 FEET.
 EL0776'
 EL0776'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 EL0776
 EL0776                          STATION RECOVERY (1996)
 EL0776
 EL0776'RECOVERY NOTE BY US POWER SQUADRON 1996
 EL0776'RECOVERED IN GOOD CONDITION.
 EL0776
 EL0776                          STATION RECOVERY (2011)
 EL0776
 EL0776'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 EL0776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0743 ***********************************************************************
 GJ0743  DESIGNATION -  MADSEN
 GJ0743  PID         -  GJ0743
 GJ0743  STATE/COUNTY-  OK/HARPER
 GJ0743  COUNTRY     -  US
 GJ0743  USGS QUAD   -  FORT SUPPLY NW (2018)
 GJ0743
 GJ0743                         *CURRENT SURVEY CONTROL
 GJ0743  ______________________________________________________________________
 GJ0743* NAD 83(1997) POSITION- 36 42 42.27907(N) 099 42 42.51116(W)   ADJUSTED
 GJ0743* NAVD 88 ORTHO HEIGHT -   865.    (meters)     2838.    (feet) SCALED
 GJ0743  ______________________________________________________________________
 GJ0743  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 GJ0743  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 GJ0743  HORZ ORDER      -  FIRST
 GJ0743
 GJ0743.The horizontal coordinates were established by classical geodetic methods
 GJ0743.and adjusted by the National Geodetic Survey in October 1998.
 GJ0743
 GJ0743.The orthometric height was scaled from a topographic map.
 GJ0743
 GJ0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0743.GEOID18 height accuracy estimate available here.
 GJ0743
 GJ0743.Click photographs - Photos may exist for this station.
 GJ0743
 GJ0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0743
 GJ0743. The following values were computed from the NAD 83(1997) position.
 GJ0743
 GJ0743;                    North         East     Units Scale Factor Converg.
 GJ0743;SPC OK N     -   191,276.609   447,065.186   MT  0.99999044   -1 00 36.8
 GJ0743;SPC OK N     -   627,546.67  1,466,746.36   sFT  0.99999044   -1 00 36.8
 GJ0743;UTM  14      - 4,063,132.064   436,427.319   MT  0.99964979   -0 25 31.9
 GJ0743
 GJ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0743!SPC OK N     -   0.99986860  x   0.99999044  =   0.99985905
 GJ0743!UTM  14      -   0.99986860  x   0.99964979  =   0.99951844
 GJ0743
 GJ0743:                Primary Azimuth Mark                     Grid Az
 GJ0743:SPC OK N     -  KIBBY                                    062 40 33.8
 GJ0743:UTM  14      -  KIBBY                                    062 05 28.9
 GJ0743
 GJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3642763132(NAD 83)
 GJ0743
 GJ0743|---------------------------------------------------------------------|
 GJ0743| PID    Reference Object                     Distance      Geod. Az  |
 GJ0743|                                                           dddmmss.s |
 GJ0743| GJ0734 KIBBY                               APPROX.14.8 KM 0613957.0 |
 GJ0743| CK9348 MADSEN RM 1                          10.788 METERS 06346     |
 GJ0743| CK9347 MADSEN AZ MK                                       3173122.2 |
 GJ0743| CK9349 MADSEN RM 2                           9.025 METERS 35240     |
 GJ0743|---------------------------------------------------------------------|
 GJ0743
 GJ0743                          SUPERSEDED SURVEY CONTROL
 GJ0743
 GJ0743  NAD 83(1993)-  36 42 42.27902(N)    099 42 42.51120(W) AD(       ) 1
 GJ0743  NAD 83(1986)-  36 42 42.28668(N)    099 42 42.49822(W) AD(       ) 1
 GJ0743  NAD 27      -  36 42 42.16930(N)    099 42 41.06554(W) AD(       ) 1
 GJ0743
 GJ0743.Superseded values are not recommended for survey control.
 GJ0743
 GJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0743.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0743
 GJ0743_MARKER: DS = TRIANGULATION STATION DISK
 GJ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0743_STAMPING: MADSEN 1935
 GJ0743_MARK LOGO: CGS
 GJ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0743+STABILITY: SURFACE MOTION
 GJ0743
 GJ0743  HISTORY     - Date     Condition        Report By
 GJ0743  HISTORY     - 1935     MONUMENTED       CGS
 GJ0743  HISTORY     - 1976     GOOD             NGS
 GJ0743
 GJ0743                          STATION DESCRIPTION
 GJ0743
 GJ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0743'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE SOUTHEAST
 GJ0743'QUARTER OF SEC. 19, T. 26 N., R. 23 W., IT IS 6.3 MILES NORTH AND
 GJ0743'1.9 MILES EAST OF TOWN OF MAY, 7 MILES NORTH AND 2 MILES WEST OF
 GJ0743'DUNLAP RAILROAD STATION, ON TOP OF A SMALL SAGEBRUSH AND
 GJ0743'GRASS-COVERED SAND KNOLL IN A WHEAT FIELD, ON LAND OWNED BY
 GJ0743'F.W. MADSEN WHO LIVES 0.5 MILE WEST OF STATION.  STATION AND
 GJ0743'UNDERGROUND MARKS ARE SET AS DESCRIBED.
 GJ0743'
 GJ0743'REACHED FROM THE RAILROAD CROSSING JUST WEST OF DUNLAP RAILROAD
 GJ0743'STATION BY GOING NORTH 0.25 MILE TO T-FORK.  TURN LEFT (WEST)
 GJ0743'AND GO 0.45 MILE TO BRIDGE OVER BEAVER CREEK, CROSS BRIDGE
 GJ0743'AND CONTINUE NORTH 0.45 MILE, THEN RIGHT (EAST) 0.6 MILE,
 GJ0743'TURN LEFT (NORTH) ON A SECTION-LINE ROAD 5.4 MILES TO CROSSROADS
 GJ0743'AND A SCHOOLHOUSE.  TURN LEFT (WEST) GO 2.0 MILES, THEN RIGHT
 GJ0743'(NORTH) 1.0 MILE, TURN LEFT (WEST) 0.1 MILE, AT THIS POINT THE
 GJ0743'STATION IS ABOUT 0.1 MILE NORTH OF ROAD.  THE BEST ROUTE FROM
 GJ0743'HERE IS BY GOING WEST 0.4 MILE TO MR. MADSENS HOUSE, GO
 GJ0743'THROUGH HIS BARNYARD AND EAST TO EDGE OF FIELD, THEN ACROSS
 GJ0743'FIELD TO HIGHEST POINT OF KNOLL AND STATION.  MARK PROJECTS
 GJ0743'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0743'
 GJ0743'REFERENCE MARK NO. 1 IS 10.788 METERS (35.39 FEET)
 GJ0743'EAST-NORTHEAST OF STATION AND PROJECTS ABOUT 10 INCHES.
 GJ0743'
 GJ0743'REFERENCE MARK NO. 2 IS 9.025 METERS (29.61 FEET) NORTH
 GJ0743'OF STATION AND PROJECTS ABOUT 6 INCHES.
 GJ0743'
 GJ0743'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES NORTHWEST
 GJ0743'OF STATION.  REACHED FROM MR. MADSENS HOUSE BY GOING WEST 0.6
 GJ0743'MILE, TURN RIGHT (NORTH) 1.0 MILE, TURN RIGHT (EAST) 0.1
 GJ0743'MILE TO MARK IN SOUTH RIGHT-OF-WAY FENCE LINE, ABOUT 250 FEET
 GJ0743'SOUTHEAST OF BROWN FARMHOUSE.  MARK PROJECTS ABOUT 5 INCHES.
 GJ0743'
 GJ0743'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GJ0743
 GJ0743                          STATION RECOVERY (1976)
 GJ0743
 GJ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0743'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GJ0743'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK COULD
 GJ0743'NOT BE LOCATED AND IS PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0108 ***********************************************************************
 FK0108  DESIGNATION -  MAG STA
 FK0108  PID         -  FK0108
 FK0108  STATE/COUNTY-  OK/CADDO
 FK0108  COUNTRY     -  US
 FK0108  USGS QUAD   -  BINGER (2018)
 FK0108
 FK0108                         *CURRENT SURVEY CONTROL
 FK0108  ______________________________________________________________________
 FK0108* NAD 83(1986) POSITION- 35 18 20.     (N) 098 20 32.     (W)   SCALED
 FK0108* NAVD 88 ORTHO HEIGHT -   419.723 (meters)     1377.04  (feet) ADJUSTED
 FK0108  ______________________________________________________________________
 FK0108  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FK0108  DYNAMIC HEIGHT  -        419.298 (meters)     1375.65  (feet) COMP
 FK0108  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 FK0108
 FK0108  VERT ORDER      -  SECOND    CLASS 0
 FK0108
 FK0108.The horizontal coordinates were scaled from a map and have
 FK0108.an estimated accuracy of +/- 6 seconds.
 FK0108
 FK0108.The orthometric height was determined by differential leveling and
 FK0108.adjusted by the NATIONAL GEODETIC SURVEY
 FK0108.in June 1991.
 FK0108
 FK0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0108.GEOID18 height accuracy estimate available here.
 FK0108
 FK0108.Click photographs - Photos may exist for this station.
 FK0108
 FK0108.The dynamic height is computed by dividing the NAVD 88
 FK0108.geopotential number by the normal gravity value computed on the
 FK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0108.degrees latitude (g = 980.6199 gals.).
 FK0108
 FK0108.The modeled gravity was interpolated from observed gravity values.
 FK0108
 FK0108;                    North         East    Units  Estimated Accuracy
 FK0108;SPC OK S     -   218,830.      568,880.      MT  (+/- 180 meters Scaled)
 FK0108
 FK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE597071(NAD 83)
 FK0108
 FK0108                          SUPERSEDED SURVEY CONTROL
 FK0108
 FK0108  NGVD 29 (??/??/92)  419.556  (m)         1376.49   (f) ADJ UNCH    2 0
 FK0108
 FK0108.Superseded values are not recommended for survey control.
 FK0108
 FK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0108.See file dsdata.pdf to determine how the superseded data were derived.
 FK0108
 FK0108_MARKER: DM = MAGNETIC STATION DISK
 FK0108_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0108_STAMPING: USCGS MAG STA
 FK0108_MARK LOGO: CGS
 FK0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0108
 FK0108  HISTORY     - Date     Condition        Report By
 FK0108  HISTORY     - UNK      MONUMENTED       CGS
 FK0108  HISTORY     - 1934     GOOD             CGS
 FK0108  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FK0108
 FK0108                          STATION DESCRIPTION
 FK0108
 FK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0108'IN BINGER.
 FK0108'IN THE TOWN OF BINGER 52.6 FEET SOUTH OF NORTHWEST CORNER OF
 FK0108'NORTH WING OF BINGER HIGH SCHOOL, 40.9 FEET EAST OF NORTHWEST
 FK0108'CORNER OF WEST WING, 24.5 FEET NORTHWEST OF FRONT DOOR WAY TO
 FK0108'HIGHWAY SCHOOL, 20.3 FEET NORTH OF NORTH WING, 11.2 FEET NORTH
 FK0108'OF WEST WING.  TABLET SET IN PRECAST CONCRETE POST.
 FK0108
 FK0108                          STATION RECOVERY (2022)
 FK0108
 FK0108'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JBG)
 FK0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0004 ***********************************************************************
 GJ0004  DESIGNATION -  MAGNETIC STA
 GJ0004  PID         -  GJ0004
 GJ0004  STATE/COUNTY-  OK/ALFALFA
 GJ0004  COUNTRY     -  US
 GJ0004  USGS QUAD   -  CARMEN (2018)
 GJ0004
 GJ0004                         *CURRENT SURVEY CONTROL
 GJ0004  ______________________________________________________________________
 GJ0004* NAD 83(1986) POSITION- 36 34 22.     (N) 098 27 24.     (W)   SCALED
 GJ0004* NAVD 88 ORTHO HEIGHT -   405.489 (meters)     1330.34  (feet) ADJUSTED
 GJ0004  ______________________________________________________________________
 GJ0004  GEOID HEIGHT    -        -27.898 (meters)                     GEOID18
 GJ0004  DYNAMIC HEIGHT  -        405.130 (meters)     1329.16  (feet) COMP
 GJ0004  MODELED GRAVITY -    979,734.3   (mgal)                       NAVD 88
 GJ0004
 GJ0004  VERT ORDER      -  SECOND    CLASS 0
 GJ0004
 GJ0004.The horizontal coordinates were scaled from a map and have
 GJ0004.an estimated accuracy of +/- 6 seconds.
 GJ0004
 GJ0004.The orthometric height was determined by differential leveling and
 GJ0004.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0004.in June 1991.
 GJ0004
 GJ0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0004.GEOID18 height accuracy estimate available here.
 GJ0004
 GJ0004.Click photographs - Photos may exist for this station.
 GJ0004
 GJ0004.The dynamic height is computed by dividing the NAVD 88
 GJ0004.geopotential number by the normal gravity value computed on the
 GJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0004.degrees latitude (g = 980.6199 gals.).
 GJ0004
 GJ0004.The modeled gravity was interpolated from observed gravity values.
 GJ0004
 GJ0004;                    North         East    Units  Estimated Accuracy
 GJ0004;SPC OK N     -   174,600.      559,130.      MT  (+/- 180 meters Scaled)
 GJ0004
 GJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF486476(NAD 83)
 GJ0004
 GJ0004                          SUPERSEDED SURVEY CONTROL
 GJ0004
 GJ0004.No superseded survey control is available for this station.
 GJ0004
 GJ0004_MARKER: DM = MAGNETIC STATION DISK
 GJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0004_MARK LOGO: CGS
 GJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0004+STABILITY: SURFACE MOTION
 GJ0004
 GJ0004  HISTORY     - Date     Condition        Report By
 GJ0004  HISTORY     - UNK      MONUMENTED       CGS
 GJ0004  HISTORY     - 1934     GOOD             CGS
 GJ0004  HISTORY     - 1966     MARK NOT FOUND   USGS
 GJ0004
 GJ0004                          STATION DESCRIPTION
 GJ0004
 GJ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0004'AT CARMEN.
 GJ0004'AT CARMEN, 350 FEET NORTH OF DAM AT SOUTH END OF LAKE, 145 FEET
 GJ0004'SOUTHWEST OF SOUTHWEST CORNER OF SWIMMING POOL, 158 FEET EAST
 GJ0004'OF CENTER LINE OF ROAD ON WEST SIDE OF CITY PARK, 69 FEET NORTHEAST
 GJ0004'OF COOK HOUSE, 35 FEET SOUTHEAST OF WOODEN FOOT BRIDGE, AT
 GJ0004'TOP OF ROCK GARDEN.
 GJ0004
 GJ0004                          STATION RECOVERY (1966)
 GJ0004
 GJ0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GJ0004'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0054 ***********************************************************************
 GJ0054  DESIGNATION -  MAGNETIC STA
 GJ0054  PID         -  GJ0054
 GJ0054  STATE/COUNTY-  OK/BLAINE
 GJ0054  COUNTRY     -  US
 GJ0054  USGS QUAD   -  OKEENE (2018)
 GJ0054
 GJ0054                         *CURRENT SURVEY CONTROL
 GJ0054  ______________________________________________________________________
 GJ0054* NAD 83(1986) POSITION- 36 06 58.     (N) 098 19 06.     (W)   SCALED
 GJ0054* NAVD 88 ORTHO HEIGHT -   366.966 (meters)     1203.95  (feet) ADJUSTED
 GJ0054  ______________________________________________________________________
 GJ0054  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 GJ0054  DYNAMIC HEIGHT  -        366.634 (meters)     1202.87  (feet) COMP
 GJ0054  MODELED GRAVITY -    979,716.2   (mgal)                       NAVD 88
 GJ0054
 GJ0054  VERT ORDER      -  SECOND    CLASS 0
 GJ0054
 GJ0054.The horizontal coordinates were scaled from a map and have
 GJ0054.an estimated accuracy of +/- 6 seconds.
 GJ0054
 GJ0054.The orthometric height was determined by differential leveling and
 GJ0054.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0054.in June 1991.
 GJ0054
 GJ0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0054.GEOID18 height accuracy estimate available here.
 GJ0054
 GJ0054.Click photographs - Photos may exist for this station.
 GJ0054
 GJ0054.The dynamic height is computed by dividing the NAVD 88
 GJ0054.geopotential number by the normal gravity value computed on the
 GJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0054.degrees latitude (g = 980.6199 gals.).
 GJ0054
 GJ0054.The modeled gravity was interpolated from observed gravity values.
 GJ0054
 GJ0054;                    North         East    Units  Estimated Accuracy
 GJ0054;SPC OK N     -   123,880.      571,340.      MT  (+/- 180 meters Scaled)
 GJ0054
 GJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE613970(NAD 83)
 GJ0054
 GJ0054                          SUPERSEDED SURVEY CONTROL
 GJ0054
 GJ0054  NGVD 29 (??/??/92)  366.802  (m)         1203.42   (f) ADJ UNCH    2 0
 GJ0054
 GJ0054.Superseded values are not recommended for survey control.
 GJ0054
 GJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0054.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0054
 GJ0054_MARKER: DM = MAGNETIC STATION DISK
 GJ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0054_MARK LOGO: CGS
 GJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0054+STABILITY: SURFACE MOTION
 GJ0054
 GJ0054  HISTORY     - Date     Condition        Report By
 GJ0054  HISTORY     - 1934     MONUMENTED       CGS
 GJ0054  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0054
 GJ0054                          STATION DESCRIPTION
 GJ0054
 GJ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0054'AT O KEENE.
 GJ0054'AT O KEENE IN THE SOUTHWEST CORNER OF THE O KEENE CITY PARK.
 GJ0054'48 FEET NORTH OF THE SOUTH FENCE LINE.  156 FEET EAST OF THE WEST
 GJ0054'FENCE LINE.
 GJ0054
 GJ0054                          STATION RECOVERY (1972)
 GJ0054
 GJ0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0566 ***********************************************************************
 DN0566  DESIGNATION -  MAGNETIC STATE
 DN0566  PID         -  DN0566
 DN0566  STATE/COUNTY-  OK/LOVE
 DN0566  COUNTRY     -  US
 DN0566  USGS QUAD   -  MARIETTA EAST (2018)
 DN0566
 DN0566                         *CURRENT SURVEY CONTROL
 DN0566  ______________________________________________________________________
 DN0566* NAD 83(1986) POSITION- 33 55 00.     (N) 097 07 18.     (W)   SCALED
 DN0566* NAVD 88 ORTHO HEIGHT -   248.132 (meters)      814.08  (feet) ADJUSTED
 DN0566  ______________________________________________________________________
 DN0566  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 DN0566  DYNAMIC HEIGHT  -        247.868 (meters)      813.21  (feet) COMP
 DN0566  MODELED GRAVITY -    979,566.8   (mgal)                       NAVD 88
 DN0566
 DN0566  VERT ORDER      -  SECOND    CLASS 0
 DN0566
 DN0566.The horizontal coordinates were scaled from a map and have
 DN0566.an estimated accuracy of +/- 6 seconds.
 DN0566
 DN0566.The orthometric height was determined by differential leveling and
 DN0566.adjusted by the NATIONAL GEODETIC SURVEY
 DN0566.in June 1991.
 DN0566
 DN0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0566.GEOID18 height accuracy estimate available here.
 DN0566
 DN0566.Click photographs - Photos may exist for this station.
 DN0566
 DN0566.The dynamic height is computed by dividing the NAVD 88
 DN0566.geopotential number by the normal gravity value computed on the
 DN0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0566.degrees latitude (g = 980.6199 gals.).
 DN0566
 DN0566.The modeled gravity was interpolated from observed gravity values.
 DN0566
 DN0566;                    North         East    Units  Estimated Accuracy
 DN0566;SPC OK S     -    65,060.      681,220.      MT  (+/- 180 meters Scaled)
 DN0566
 DN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC736545(NAD 83)
 DN0566
 DN0566                          SUPERSEDED SURVEY CONTROL
 DN0566
 DN0566  NGVD 29 (??/??/92)  248.077  (m)          813.90   (f) ADJ UNCH    2 0
 DN0566
 DN0566.Superseded values are not recommended for survey control.
 DN0566
 DN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0566.See file dsdata.pdf to determine how the superseded data were derived.
 DN0566
 DN0566_MARKER: DB = BENCH MARK DISK
 DN0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0566_MARK LOGO: CGS
 DN0566_PROJECTION: FLUSH
 DN0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0566+STABILITY: SURFACE MOTION
 DN0566
 DN0566  HISTORY     - Date     Condition        Report By
 DN0566  HISTORY     - UNK      MONUMENTED       CGS
 DN0566  HISTORY     - 1934     GOOD             CGS
 DN0566  HISTORY     - 1968     MARK NOT FOUND   USGS
 DN0566
 DN0566                          STATION DESCRIPTION
 DN0566
 DN0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0566'1.5 MI S FROM MARIETTA.
 DN0566'1.5 MILES SOUTH OF MARIETTA G.C. AND S.F. DEPOT.  1000 FEET WEST OF
 DN0566'GULF COLORADO AND SANTA FE RR TRACK IN OPEN FIELD.  MARK LEVEL WITH
 DN0566'THE GROUND.
 DN0566
 DN0566                          STATION RECOVERY (1968)
 DN0566
 DN0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DN0566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0230 ***********************************************************************
 FK0230  DESIGNATION -  MAGNETIC STATION
 FK0230  PID         -  FK0230
 FK0230  STATE/COUNTY-  OK/CUSTER
 FK0230  COUNTRY     -  US
 FK0230  USGS QUAD   -  WEATHERFORD NW (2018)
 FK0230
 FK0230                         *CURRENT SURVEY CONTROL
 FK0230  ______________________________________________________________________
 FK0230* NAD 83(1986) POSITION- 35 44 39.38   (N) 098 44 39.10   (W)   HD_HELD1
 FK0230* NAVD 88 ORTHO HEIGHT -   531.376 (meters)     1743.36  (feet) ADJUSTED
 FK0230  ______________________________________________________________________
 FK0230  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 FK0230  DYNAMIC HEIGHT  -        530.859 (meters)     1741.66  (feet) COMP
 FK0230  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 FK0230
 FK0230  VERT ORDER      -  SECOND    CLASS 0
 FK0230
 FK0230.The horizontal coordinates were determined by differentially corrected
 FK0230.hand held GPS observations or other comparable positioning techniques
 FK0230.and have an estimated accuracy of +/- 3 meters.
 FK0230
 FK0230.The orthometric height was determined by differential leveling and
 FK0230.adjusted by the NATIONAL GEODETIC SURVEY
 FK0230.in June 1991.
 FK0230
 FK0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0230.GEOID18 height accuracy estimate available here.
 FK0230
 FK0230.Click photographs - Photos may exist for this station.
 FK0230
 FK0230.The dynamic height is computed by dividing the NAVD 88
 FK0230.geopotential number by the normal gravity value computed on the
 FK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0230.degrees latitude (g = 980.6199 gals.).
 FK0230
 FK0230.The modeled gravity was interpolated from observed gravity values.
 FK0230
 FK0230;                    North         East    Units  Estimated Accuracy
 FK0230;SPC OK N     -    82,837.0     532,687.2     MT  (+/- 3 meters HH1 GPS) 
 FK0230
 FK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2312955615(NAD 83)
 FK0230
 FK0230                          SUPERSEDED SURVEY CONTROL
 FK0230
 FK0230  NGVD 29 (??/??/92)  531.168  (m)         1742.67   (f) ADJ UNCH    2 0
 FK0230
 FK0230.Superseded values are not recommended for survey control.
 FK0230
 FK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0230.See file dsdata.pdf to determine how the superseded data were derived.
 FK0230
 FK0230_MARKER: DM = MAGNETIC STATION DISK
 FK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0230_MARK LOGO: CGS
 FK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0230+STABILITY: SURFACE MOTION
 FK0230
 FK0230  HISTORY     - Date     Condition        Report By
 FK0230  HISTORY     - UNK      MONUMENTED       CGS
 FK0230  HISTORY     - 1935     GOOD             CGS
 FK0230
 FK0230                          STATION DESCRIPTION
 FK0230
 FK0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0230'AT THOMAS.
 FK0230'AT THOMAS 135 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 33, 130
 FK0230'FEET SOUTH EAST OF CORNER OF COMMUNITY BUILDING, 126 FEET WEST
 FK0230'OF STREET ON EAST SIDE OF PARK, 10 FEET SOUTHWEST OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0930 ***********************************************************************
 FJ0930  DESIGNATION -  MAGUIRE
 FJ0930  PID         -  FJ0930
 FJ0930  STATE/COUNTY-  OK/CLEVELAND
 FJ0930  COUNTRY     -  US
 FJ0930  USGS QUAD   -  DENVER (2018)
 FJ0930
 FJ0930                         *CURRENT SURVEY CONTROL
 FJ0930  ______________________________________________________________________
 FJ0930* NAD 83(1993) POSITION- 35 07 49.31894(N) 097 18 11.07034(W)   ADJUSTED
 FJ0930* NAVD 88 ORTHO HEIGHT -   367.29  (+/-2cm)     1205.0   (feet) VERTCON3
 FJ0930  ______________________________________________________________________
 FJ0930  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 FJ0930  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 FJ0930  HORZ ORDER      -  THIRD
 FJ0930  VERT ORDER      -  THIRD ? (See Below)
 FJ0930
 FJ0930.The horizontal coordinates were established by classical geodetic methods
 FJ0930.and adjusted by the National Geodetic Survey in November 1994.
 FJ0930
 FJ0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0930
 FJ0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0930.GEOID18 height accuracy estimate available here.
 FJ0930
 FJ0930.The vertical order pertains to the NGVD 29 superseded value.
 FJ0930
 FJ0930.Click photographs - Photos may exist for this station.
 FJ0930
 FJ0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0930
 FJ0930. The following values were computed from the NAD 83(1993) position.
 FJ0930
 FJ0930;                    North         East     Units Scale Factor Converg.
 FJ0930;SPC OK S     -   199,557.142   663,518.235   MT  0.99998127   +0 23 44.1
 FJ0930;SPC OK S     -   654,713.72  2,176,892.74   sFT  0.99998127   +0 23 44.1
 FJ0930;UTM  14      - 3,888,818.061   654,608.912   MT  0.99989460   +0 58 36.0
 FJ0930
 FJ0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0930!SPC OK S     -   0.99994649  x   0.99998127  =   0.99992776
 FJ0930!UTM  14      -   0.99994649  x   0.99989460  =   0.99984110
 FJ0930
 FJ0930:                Primary Azimuth Mark                     Grid Az
 FJ0930:SPC OK S     -  MAGUIRE AZ MK                            274 59 38.9
 FJ0930:UTM  14      -  MAGUIRE AZ MK                            274 24 47.0
 FJ0930
 FJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5460888818(NAD 83)
 FJ0930
 FJ0930|---------------------------------------------------------------------|
 FJ0930| PID    Reference Object                     Distance      Geod. Az  |
 FJ0930|                                                           dddmmss.s |
 FJ0930| CL4830 MAGUIRE RM 1                         15.036 METERS 03643     |
 FJ0930| FJ0929 TT 33 C                             162.431 METERS 05317     |
 FJ0930| CL4831 MAGUIRE RM 2                          9.480 METERS 10152     |
 FJ0930| CL4829 MAGUIRE AZ MK                                      2752323.0 |
 FJ0930| FJ0942 NOBLE MUNICIPAL TANK                APPROX. 8.4 KM 2765950.9 |
 FJ0930|---------------------------------------------------------------------|
 FJ0930
 FJ0930                          SUPERSEDED SURVEY CONTROL
 FJ0930
 FJ0930  NAD 83(1986)-  35 07 49.32458(N)    097 18 11.05395(W) AD(       ) 3
 FJ0930  NAD 27      -  35 07 49.07338(N)    097 18 09.95735(W) AD(       ) 3
 FJ0930  NGVD 29             367.20   (m)         1204.7    (f) LEVELING    3  
 FJ0930
 FJ0930.Superseded values are not recommended for survey control.
 FJ0930
 FJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0930.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0930
 FJ0930_MARKER: DS = TRIANGULATION STATION DISK
 FJ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0930_STAMPING: MAGUIRE 1957
 FJ0930_MARK LOGO: CGS
 FJ0930_PROJECTION: FLUSH
 FJ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0930+STABILITY: SURFACE MOTION
 FJ0930
 FJ0930  HISTORY     - Date     Condition        Report By
 FJ0930  HISTORY     - 1957     MONUMENTED       CGS
 FJ0930
 FJ0930                          STATION DESCRIPTION
 FJ0930
 FJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0930'STATION IS ABOUT 5-1/2 MILES EAST OF NOBLE, ABOUT 1/4 MILE
 FJ0930'WEST OF THE VILLAGE OF MAGUIRE, IN PASTURE LAND, ON THE HIGHEST
 FJ0930'POINT IN THE IMMEDIATE VICINITY, ON LAND OWNED BY MRS. BLANKENSHIP
 FJ0930'OF OKLAHOMA CITY AND LEASED BY GEORGE STREUN AND IN THE NORTHEAST
 FJ0930'CORNER OF SECTION 33, T 8 N, R 1 W.
 FJ0930'
 FJ0930'REACHED FROM THE MUNICIPAL WATER TANK IN NOBLE BY GOING
 FJ0930'SOUTHEASTERLY ON U.S. HIGHWAY 77 FOR 0.65 MILE TO A PAVED SIDE
 FJ0930'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE PAVED ROAD
 FJ0930'FOR 4.1 MILES TO A CROSSROADS AND THE AZIMUTH MARK ON THE
 FJ0930'LEFT.  CONTINUE EAST FOR 0.8 MILE TO THE TOP OF A HILL, A
 FJ0930'FARM HOUSE AND THE STATION ON THE RIGHT.
 FJ0930'
 FJ0930'STATION MARKS ARE STANDARD DISKS, STAMPED MAGUIRE 1957.  THE
 FJ0930'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST THAT
 FJ0930'IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 250 FEET SOUTH
 FJ0930'OF THE CENTER OF THE PAVED ROAD, 101 FEET SOUTH OF THE
 FJ0930'SOUTHEAST CORNER OF THE FARM HOUSE, 100 FEET SOUTH OF THE
 FJ0930'SOUTHWEST CORNER OF THE HOUSE, 44 FEET SOUTH OF A WATER PUMP
 FJ0930'AND 37 FEET SOUTH OF THE YARD FENCE.  A WHITE WITNESS POST
 FJ0930'WAS SET 52 FEET NORTHEAST OF THE MARK.  THE UNDERGROUND
 FJ0930'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 FJ0930'THE GROUND SURFACE.
 FJ0930'
 FJ0930'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAGUIRE NO 1
 FJ0930'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6
 FJ0930'INCHES.  IT IS 73 FEET SOUTHEAST OF SOUTHWEST CORNER OF THE
 FJ0930'HOUSE, 62 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 FJ0930'THE HOUSE, 15 FEET EAST OF THE PUMP, 2 FEET WEST OF THE
 FJ0930'WITNESS POST AND 2 FEET WEST OF THE YARD FENCE CORNER.
 FJ0930'
 FJ0930'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAGUIRE NO 2
 FJ0930'1957, SET IN A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 FJ0930'GROUND SURFACE.  IT IS 114 FEET SOUTHEAST OF THE SOUTHWEST
 FJ0930'CORNER OF THE HOUSE, 110 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 FJ0930'HOUSE AND 51 FEET SOUTH OF THE PUMP.
 FJ0930'
 FJ0930'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAGUIRE 1957, SET
 FJ0930'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 FJ0930'80 FEET WEST-NORTHWEST OF A POWERLINE POLE 69 FEET NORTH OF
 FJ0930'THE CENTER OF THE PAVED ROAD, 37 FEET WEST OF THE CENTER OF
 FJ0930'A NORTH-SOUTH GRAVELED ROAD, 23 FEET NORTH OF A RIGHT-OF-WAY
 FJ0930'FENCE CORNER, 20 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST
 FJ0930'OF A FENCE.  A WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 FJ0930'
 FJ0930'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 1189 T T
 FJ0930'33 C 1933, SET IN A 8-INCH SQUARE CONCRETE POST PROJECTING
 FJ0930'4 INCHES IS 86 FEET EAST OF A TELEPHONE POLE, 52 FEET SOUTH
 FJ0930'OF THE CENTER OF THE PAVED ROAD, 10 FEET SOUTH OF A T-JUNCTION
 FJ0930'OF PROPERTY AND RIGHT-OF-WAY FENCE LINES AND 1 FOOT EAST OF
 FJ0930'THE PROPERTY LINE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0532 ***********************************************************************
 GJ0532  DESIGNATION -  MAJOR
 GJ0532  PID         -  GJ0532
 GJ0532  STATE/COUNTY-  OK/MAJOR
 GJ0532  COUNTRY     -  US
 GJ0532  USGS QUAD   -  DRUMMOND (2018)
 GJ0532
 GJ0532                         *CURRENT SURVEY CONTROL
 GJ0532  ______________________________________________________________________
 GJ0532* NAD 83(1993) POSITION- 36 15 37.30441(N) 098 07 21.10098(W)   ADJUSTED
 GJ0532* NAVD 88 ORTHO HEIGHT -   390.    (meters)     1280.    (feet) SCALED
 GJ0532  ______________________________________________________________________
 GJ0532  GEOID HEIGHT    -        -27.531 (meters)                     GEOID18
 GJ0532  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 GJ0532  HORZ ORDER      -  THIRD
 GJ0532
 GJ0532.The horizontal coordinates were established by classical geodetic methods
 GJ0532.and adjusted by the National Geodetic Survey in November 1994.
 GJ0532
 GJ0532.The orthometric height was scaled from a topographic map.
 GJ0532
 GJ0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0532.GEOID18 height accuracy estimate available here.
 GJ0532
 GJ0532.Click photographs - Photos may exist for this station.
 GJ0532
 GJ0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0532
 GJ0532. The following values were computed from the NAD 83(1993) position.
 GJ0532
 GJ0532;                    North         East     Units Scale Factor Converg.
 GJ0532;SPC OK N     -   139,848.151   588,989.437   MT  0.99994672   -0 04 20.3
 GJ0532;SPC OK N     -   458,818.48  1,932,376.18   sFT  0.99994672   -0 04 20.3
 GJ0532;UTM  14      - 4,013,184.084   578,824.623   MT  0.99967655   +0 31 08.4
 GJ0532
 GJ0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0532!SPC OK N     -   0.99994309  x   0.99994672  =   0.99988981
 GJ0532!UTM  14      -   0.99994309  x   0.99967655  =   0.99961966
 GJ0532
 GJ0532:                Primary Azimuth Mark                     Grid Az
 GJ0532:SPC OK N     -  CIMARRON                                 325 27 49.3
 GJ0532:UTM  14      -  CIMARRON                                 324 52 20.6
 GJ0532
 GJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7882413184(NAD 83)
 GJ0532
 GJ0532|---------------------------------------------------------------------|
 GJ0532| PID    Reference Object                     Distance      Geod. Az  |
 GJ0532|                                                           dddmmss.s |
 GJ0532| DR5427 MAJOR RM 1                           17.649 METERS 01339     |
 GJ0532| DR5429 MAJOR AZ MK                                        0884134.3 |
 GJ0532| DR5428 MAJOR RM 2                           13.306 METERS 26727     |
 GJ0532| GJ0535 CIMARRON                            APPROX. 7.8 KM 3252329.0 |
 GJ0532|---------------------------------------------------------------------|
 GJ0532
 GJ0532                          SUPERSEDED SURVEY CONTROL
 GJ0532
 GJ0532  NAD 83(1986)-  36 15 37.30965(N)    098 07 21.08750(W) AD(       ) 3
 GJ0532  NAD 27      -  36 15 37.18485(N)    098 07 19.85427(W) AD(       ) 3
 GJ0532
 GJ0532.Superseded values are not recommended for survey control.
 GJ0532
 GJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0532.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0532
 GJ0532_MARKER: DS = TRIANGULATION STATION DISK
 GJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0532_STAMPING: MAJOR 1951
 GJ0532_MARK LOGO: CGS
 GJ0532_PROJECTION: PROJECTING 10 CENTIMETERS
 GJ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0532+STABILITY: SURFACE MOTION
 GJ0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0532+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2001
 GJ0532
 GJ0532  HISTORY     - Date     Condition        Report By
 GJ0532  HISTORY     - 1951     MONUMENTED       CGS
 GJ0532  HISTORY     - 19781201 MARK NOT FOUND   USGS
 GJ0532  HISTORY     - 20010719 GOOD             INDIV
 GJ0532
 GJ0532                          STATION DESCRIPTION
 GJ0532
 GJ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0532'THE STATION IS LOCATED ABOUT 3.5 MILES EAST AND 1.0 MILE NORTH OF
 GJ0532'AMES AND 1.0 WEST OF THE MAJOR-GARFIELD COUNTY LINE.  IT IS SITUATED
 GJ0532'ON RIGHT-OF-WAY IN THE SOUTHWEST ANGLE OF A CROSSROAD, 20.0 FEET
 GJ0532'WEST OF A FENCE CORNER, 18.0 FEET SOUTH OF THE CENTER OF A DIRT
 GJ0532'ROAD, 3.0 FEET NORTHEAST OF A WITNESS POST AND 2.5 FEET NORTH OF
 GJ0532'AN EAST-WEST FENCE LINE.  IT IS STAMPED MAJOR 1951 AND PROJECTS
 GJ0532'4 INCHES.
 GJ0532'
 GJ0532'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE AND IS 3.0
 GJ0532'FEET NORTHWEST OF A TELEPHONE POLE.  IT IS STAMPED MAJOR NO 1 1951
 GJ0532'AND PROJECTS 3 INCHES.
 GJ0532'
 GJ0532'REFERENCE MARK NO. 2 IS SET 1.0 FOOT NORTH OF AN EAST-WEST FENCE
 GJ0532'LINE.  IT IS STAMPED MAJOR NO 2 1951 AND PROJECTS 4 INCHES.
 GJ0532'
 GJ0532'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0532'IS 81.6 FEET.
 GJ0532'
 GJ0532'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 30.0 FEET NORTH
 GJ0532'OF THE CENTER OF A DIRT ROAD AND 1.5 FEET WEST OF A WITNESS POST.
 GJ0532'IT IS STAMPED MAJOR 1951 AND PROJECTS 3 INCHES.
 GJ0532'
 GJ0532'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST NORTH OF THE
 GJ0532'DEPOT IN AMES, GO EAST ON A SURFACED ROAD FOR 3.5 MILES TO A
 GJ0532'CROSSROAD.  TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 1.0 MILE TO
 GJ0532'A CROSSROAD AND THE STATION AS DESCRIBED.  HERE TURN RIGHT AND GO
 GJ0532'EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GJ0532
 GJ0532                          STATION RECOVERY (1978)
 GJ0532
 GJ0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (GDS)
 GJ0532'MARK NOT FOUND.
 GJ0532
 GJ0532                          STATION RECOVERY (2001)
 GJ0532
 GJ0532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLA)
 GJ0532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0848 ***********************************************************************
 EM0848  DESIGNATION -  MAN
 EM0848  PID         -  EM0848
 EM0848  STATE/COUNTY-  OK/TILLMAN
 EM0848  COUNTRY     -  US
 EM0848  USGS QUAD   -  MANITOU (2018)
 EM0848
 EM0848                         *CURRENT SURVEY CONTROL
 EM0848  ______________________________________________________________________
 EM0848* NAD 83(1993) POSITION- 34 30 27.20903(N) 098 55 36.56633(W)   ADJUSTED
 EM0848* NAVD 88 ORTHO HEIGHT -   389.1   (meters)     1277.    (feet) VERTCON3
 EM0848  ______________________________________________________________________
 EM0848  GEOID HEIGHT    -        -26.517 (meters)                     GEOID18
 EM0848  LAPLACE CORR    -          4.46  (seconds)                    DEFLEC18
 EM0848  HORZ ORDER      -  SECOND
 EM0848
 EM0848.The horizontal coordinates were established by classical geodetic methods
 EM0848.and adjusted by the National Geodetic Survey in November 1994.
 EM0848
 EM0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0848
 EM0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0848.GEOID18 height accuracy estimate available here.
 EM0848
 EM0848.Click photographs - Photos may exist for this station.
 EM0848
 EM0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0848
 EM0848. The following values were computed from the NAD 83(1993) position.
 EM0848
 EM0848;                    North         East     Units Scale Factor Converg.
 EM0848;SPC OK S     -   130,639.438   514,894.758   MT  0.99993683   -0 31 33.9
 EM0848;SPC OK S     -   428,606.22  1,689,283.89   sFT  0.99993683   -0 31 33.9
 EM0848;UTM  14      - 3,818,437.770   506,717.190   MT  0.99960056   +0 02 29.2
 EM0848
 EM0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0848!SPC OK S     -   0.99994308  x   0.99993683  =   0.99987992
 EM0848!UTM  14      -   0.99994308  x   0.99960056  =   0.99954367
 EM0848
 EM0848:                Primary Azimuth Mark                     Grid Az
 EM0848:SPC OK S     -  MAN AZ MK                                269 32 58.4
 EM0848:UTM  14      -  MAN AZ MK                                268 58 55.3
 EM0848
 EM0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0671718437(NAD 83)
 EM0848
 EM0848|---------------------------------------------------------------------|
 EM0848| PID    Reference Object                     Distance      Geod. Az  |
 EM0848|                                                           dddmmss.s |
 EM0848| EM0851 TT 25 C 18                           15.911 METERS 10603     |
 EM0848| CX8588 MAN RM 2                             23.703 METERS 17637     |
 EM0848| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.16.7 KM 2115603.1 |
 EM0848| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.16.5 KM 2130942.5 |
 EM0848| EM0924 FREDERICK MUNICIPAL TANK            APPROX.15.9 KM 2143008.3 |
 EM0848| CX8587 MAN AZ MK                                          2690124.5 |
 EM0848| EM0850 MANITOU MUNICIPAL STANDPIPE         APPROX. 5.1 KM 2714027.6 |
 EM0848|---------------------------------------------------------------------|
 EM0848
 EM0848                          SUPERSEDED SURVEY CONTROL
 EM0848
 EM0848  NAD 83(1986)-  34 30 27.21539(N)    098 55 36.55418(W) AD(       ) 2
 EM0848  NAD 27      -  34 30 26.93420(N)    098 55 35.28210(W) AD(       ) 2
 EM0848  NGVD 29 (07/19/86)  389.0    (m)         1276.     (f) VERT ANG       
 EM0848
 EM0848.Superseded values are not recommended for survey control.
 EM0848
 EM0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0848.See file dsdata.pdf to determine how the superseded data were derived.
 EM0848
 EM0848_MARKER: DS = TRIANGULATION STATION DISK
 EM0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0848_STAMPING: MAN 1948
 EM0848_MARK LOGO: CGS
 EM0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0848+STABILITY: SURFACE MOTION
 EM0848
 EM0848  HISTORY     - Date     Condition        Report By
 EM0848  HISTORY     - 1948     MONUMENTED       CGS
 EM0848  HISTORY     - 1963     GOOD             CGS
 EM0848
 EM0848                          STATION DESCRIPTION
 EM0848
 EM0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0848'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF THE VILLAGE
 EM0848'OF MANITOU AND ON LAND OWNED BY MR. W.B. DUNN.  IT IS SET 21
 EM0848'FEET NORTH OF THE WEST GATE POST, 5 FEET SOUTH OF A REFERENCE
 EM0848'POST AND 2 FEET EAST OF THE FENCE LINE.  THE DISK IS STAMPED
 EM0848'MAN 1948 AND PROJECTS 2 INCHES.
 EM0848'
 EM0848'AN OKLAHOMA STATE CONSERVATION COMMISSION MARK (25 C 18 TT 1936)
 EM0848'WAS USED FOR REFERENCE MARK NUMBER 1.  IT IS 9 FEET NORTH OF
 EM0848'THE FENCE LINE AND PROJECTS 2 INCHES.  THE DISK IS SET IN A
 EM0848'4 BY 4 INCH CONCRETE POST AND IT IS NOT STAMPED.
 EM0848'
 EM0848'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION,
 EM0848'20 FEET SOUTH OF THE CENTER OF THE ROAD AND IS SET IN THE
 EM0848'FENCE LINE.  THE DISK IS STAMPED MAN NO 2 1948 AND IS FLUSH
 EM0848'WITH THE SURFACE OF THE GROUND.
 EM0848'
 EM0848'THE AZIMUTH MARK IS LOCATED 0.8 MILE WEST OF THE STATION,
 EM0848'45 FEET SOUTHWEST OF THE CENTER OF A T-ROAD INTERSECTION AND
 EM0848'IS JUST INSIDE A FENCE CORNER.  THE DISK IS STAMPED MAN 1948
 EM0848'AND PROJECTS 2 INCHES.
 EM0848'
 EM0848'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE VILLAGE
 EM0848'OF MANITOU, GO EAST ON A DIRT ROAD FOR 2.5 MILES TO A T-ROAD
 EM0848'RIGHT AND THE AZIMUTH MARK.  THENCE CONTINUE EAST FOR 0.8 MILE
 EM0848'TO A GATE AND THE STATION ON THE LEFT AS DESCRIBED.
 EM0848'
 EM0848'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 4 FEET.
 EM0848'
 EM0848'A 47 FOOT SIGNAL AT FREDERICK 1923 IS VISIBLE AT 4 FEET.
 EM0848'
 EM0848'A 4 FOOT SIGNAL AT MANITOU IS VISIBLE AT 4 FEET.
 EM0848'
 EM0848'A 10 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0848
 EM0848                          STATION RECOVERY (1963)
 EM0848
 EM0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0848'STATION, REFERENCE MARK NUMBER ONE AND AZIMUTH MARK RECOVERED
 EM0848'AND FOUND IN GOOD CONDITION.  THE STATION IS IN THE SW 1/4
 EM0848'OD SEC. 31, T. 1 N., R. 16 W.
 EM0848'
 EM0848'ROAD PAST STATION HAS BEEN WIDENED AND THE FENCE LINE SET
 EM0848'BACK, STATION IS 17.0 FEET NORTH OF GATE POST BETWEEN ROAD INTO
 EM0848'FIELD AND ROAD INTO PASTURE.
 EM0848'
 EM0848'R.M. NO. 1 IS 2 FEET NORTH OF THE EAST-WEST FENCE LINE ON
 EM0848'NORTH SIDE OF EAST-WEST SECTION LINE ROAD.
 EM0848'
 EM0848'R.M. NO. 2 HAS BEEN HIT WITH ROAD MACHINARY AND KNOCKED OUT
 EM0848'OF ITS ORIGINAL POSITION.
 EM0848'
 EM0848'AZIMUTH MARK IS 30.0 FEET SOUTH FROM THE CENTER OF THE
 EM0848'EAST-WEST SECTION LINE ROAD AND 36.0 FEET WEST FROM THE CENTER
 EM0848'OF THE NORTH-SOUTH SECTION LINE ROAD, ABOUT 3 FEET WEST OF AN
 EM0848'END FENCE POST AND THE MARK PROJECTS 1 INCH.
 EM0848'
 EM0848'THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0490 ***********************************************************************
 GJ0490  DESIGNATION -  MANCHESTER WATER TANK
 GJ0490  PID         -  GJ0490
 GJ0490  STATE/COUNTY-  OK/GRANT
 GJ0490  COUNTRY     -  US
 GJ0490  USGS QUAD   -  MANCHESTER (2018)
 GJ0490
 GJ0490                         *CURRENT SURVEY CONTROL
 GJ0490  ______________________________________________________________________
 GJ0490* NAD 83(1997) POSITION- 36 59 37.66627(N) 098 02 05.17618(W)   ADJUSTED
 GJ0490  ______________________________________________________________________
 GJ0490  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GJ0490  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 GJ0490  HORZ ORDER      -  THIRD
 GJ0490
 GJ0490.The horizontal coordinates were established by classical geodetic methods
 GJ0490.and adjusted by the National Geodetic Survey in October 1998.
 GJ0490
 GJ0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0490.GEOID18 height accuracy estimate available here.
 GJ0490
 GJ0490.Click photographs - Photos may exist for this station.
 GJ0490
 GJ0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0490
 GJ0490. The following values were computed from the NAD 83(1997) position.
 GJ0490
 GJ0490;                    North         East     Units Scale Factor Converg.
 GJ0490;SPC OK N     -   221,230.130   596,904.557   MT  1.00004934   -0 01 13.9
 GJ0490;SPC OK N     -   725,819.18  1,958,344.37   sFT  1.00004934   -0 01 13.9
 GJ0490;UTM  14      - 4,094,619.519   585,890.374   MT  0.99969088   +0 34 51.0
 GJ0490
 GJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8589094619(NAD 83)
 GJ0490
 GJ0490                          SUPERSEDED SURVEY CONTROL
 GJ0490
 GJ0490  NAD 83(1993)-  36 59 37.66905(N)    098 02 05.17846(W) AD(       ) 3
 GJ0490  NAD 83(1986)-  36 59 37.67272(N)    098 02 05.16896(W) AD(       ) 3
 GJ0490  NAD 27      -  36 59 37.58005(N)    098 02 03.94491(W) AD(       ) 3
 GJ0490
 GJ0490.Superseded values are not recommended for survey control.
 GJ0490
 GJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0490.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0490
 GJ0490_MARKER: 51 = TANK
 GJ0490
 GJ0490  HISTORY     - Date     Condition        Report By
 GJ0490  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0490  HISTORY     - 1957     GOOD             CGS
 GJ0490
 GJ0490                          STATION DESCRIPTION
 GJ0490
 GJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0490'POINT OBSERVED UPON IS THE FINIAL ATOP THE GREY TOP OF THE
 GJ0490'BLACK, 110-FOOT WATER TANK, LETTER IN SILVER WELCOME TO
 GJ0490'MANCHESTER, OKLA., LOCATED 3 BLOCKS WEST OF POST OFFICE ON
 GJ0490'SOUTH SIDE OF THE MAIN STREET JUST WEST OF THE ATCHISON, TOPEKA
 GJ0490'AND SANTA FE RAILWAY TRACKS.
 GJ0490'
 GJ0490'STATION OBSERVED UPON FROM RUELLE, MILLER, BAILEY AND SMITH.
 GJ0490
 GJ0490                          STATION RECOVERY (1957)
 GJ0490
 GJ0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GJ0490'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GJ0490'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1196 ***********************************************************************
 FJ1196  DESIGNATION -  MANDLER
 FJ1196  PID         -  FJ1196
 FJ1196  STATE/COUNTY-  OK/SEMINOLE
 FJ1196  COUNTRY     -  US
 FJ1196  USGS QUAD   -  PRAGUE SE (2018)
 FJ1196
 FJ1196                         *CURRENT SURVEY CONTROL
 FJ1196  ______________________________________________________________________
 FJ1196* NAD 83(1993) POSITION- 35 16 42.42315(N) 096 31 22.63971(W)   ADJUSTED
 FJ1196* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 FJ1196  ______________________________________________________________________
 FJ1196  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 FJ1196  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC18
 FJ1196  HORZ ORDER      -  FIRST
 FJ1196
 FJ1196.The horizontal coordinates were established by classical geodetic methods
 FJ1196.and adjusted by the National Geodetic Survey in November 1994.
 FJ1196
 FJ1196.The orthometric height was scaled from a topographic map.
 FJ1196
 FJ1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1196.GEOID18 height accuracy estimate available here.
 FJ1196
 FJ1196.Click photographs - Photos may exist for this station.
 FJ1196
 FJ1196.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1196
 FJ1196. The following values were computed from the NAD 83(1993) position.
 FJ1196
 FJ1196;                    North         East     Units Scale Factor Converg.
 FJ1196;SPC OK S     -   216,750.069   734,374.768   MT  1.00000923   +0 50 18.2
 FJ1196;SPC OK S     -   711,120.85  2,409,361.22   sFT  1.00000923   +0 50 18.2
 FJ1196;UTM  14      - 3,906,736.578   725,289.580   MT  1.00022554   +1 25 52.4
 FJ1196
 FJ1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1196!SPC OK S     -   0.99994785  x   1.00000923  =   0.99995707
 FJ1196!UTM  14      -   0.99994785  x   1.00022554  =   1.00017337
 FJ1196
 FJ1196:                Primary Azimuth Mark                     Grid Az
 FJ1196:SPC OK S     -  TATE                                     183 10 26.2
 FJ1196:UTM  14      -  TATE                                     182 34 52.0
 FJ1196
 FJ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2528906736(NAD 83)
 FJ1196
 FJ1196|---------------------------------------------------------------------|
 FJ1196| PID    Reference Object                     Distance      Geod. Az  |
 FJ1196|                                                           dddmmss.s |
 FJ1196| CI2424 MANDLER RM 1                         10.203 METERS 00654     |
 FJ1196| FJ1192 BOLEY STA TRAINING SCH TANK         APPROX.23.0 KM 0112439.0 |
 FJ1196| CI2425 MANDLER RM 2                         15.162 METERS 15137     |
 FJ1196| FJ1191 WEWOKA MUNICIPAL TANK               APPROX.14.6 KM 1695258.4 |
 FJ1196| FJ1205 TATE                                APPROX.22.0 KM 1840044.4 |
 FJ1196| FJ1219 SEMINOLE SQUAT MUNICIPAL TANK       APPROX.15.2 KM 2451441.1 |
 FJ1196| CI2426 MANDLER RM 3                         17.782 METERS 24554     |
 FJ1196| FJ1215 SEMINOLE MUNICIPAL TANK             APPROX.14.9 KM 2480250.9 |
 FJ1196|---------------------------------------------------------------------|
 FJ1196
 FJ1196                          SUPERSEDED SURVEY CONTROL
 FJ1196
 FJ1196  NAD 83(1986)-  35 16 42.42467(N)    096 31 22.61982(W) AD(       ) 1
 FJ1196  NAD 27      -  35 16 42.15500(N)    096 31 21.57200(W) AD(       ) 1
 FJ1196
 FJ1196.Superseded values are not recommended for survey control.
 FJ1196
 FJ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1196.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1196
 FJ1196_MARKER: DS = TRIANGULATION STATION DISK
 FJ1196_SETTING: 66 = SET IN ROCK OUTCROP
 FJ1196_STAMPING: MANDLER 1935
 FJ1196_MARK LOGO: CGS
 FJ1196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1196+STABILITY: POSITION/ELEVATION WELL
 FJ1196
 FJ1196  HISTORY     - Date     Condition        Report By
 FJ1196  HISTORY     - 1935     MONUMENTED       CGS
 FJ1196  HISTORY     - 1959     GOOD             AIRSUR
 FJ1196
 FJ1196                          STATION DESCRIPTION
 FJ1196
 FJ1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1196'STATION IS ON A HIGH PEAK, THE HIGHEST OF SEVERAL AND ABOUT
 FJ1196'0.25 MILE EAST OF CHIMNEY MOUNTAIN, IN THE SOUTHWEST QUARTER
 FJ1196'OF SECTION 1, T. 9 N., R. 7 E., ON PROPERTY OWNED BY MR.
 FJ1196'MANDLER OF MUSKOGEE, OKLAHOMA.
 FJ1196'
 FJ1196'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 FJ1196'56 IN WEWOKA, OKLAHOMA, GO WEST 3.0 MILES ON U.S. HIGHWAY
 FJ1196'270 TO LARGE CONCRETE BRIDGE ACROSS WEWOKA CREEK AND RAILROAD.
 FJ1196'TURN RIGHT (NORTH) JUST PAST BRIDGE AND GO 1.1 MILES TO
 FJ1196'EAST-WEST SECTION-LINE ROAD, TURN LEFT AND GO 0.5 MILE TO
 FJ1196'SECTION CORNER AND TURN RIGHT, FOLLOW ROAD NORTH 5.0 MILES,
 FJ1196'THENCE NORTHWEST ON WINDING ROAD FOR ABOUT 1.3 MILES, TO
 FJ1196'A DIM CROSS ROAD, THENCE TURN RIGHT AND FOLLOW TRAIL TO ROCK
 FJ1196'CROSSING IN CREEK, GO 0.3 MILE TO ANOTHER ROCK DIP, TAKE
 FJ1196'RIGHT FORK AND GO 0.6 MILE LEADING UP TO THE BARE WHITE
 FJ1196'CHIMNEY ROCK, INSTEAD OF FOLLOWING THIS TRAIL CONTINUE EAST ON
 FJ1196'DIM WAGON TRAIL FOR ABOUT 0.25 MILE DUE NORTH OF THIS
 FJ1196'PEAK.  STATION IS ABOUT 0.05 MILE EAST OF TRAIL ON TOP
 FJ1196'OF PEAK.
 FJ1196'
 FJ1196'REFERENCE MARK NO. 1 IS 33.48 FEET FROM STATION, NO. 2 IS
 FJ1196'49.75 FEET FROM STATION, AND NO. 3 IS 58.35 FEET FROM STATION
 FJ1196'ALL IN BEDROCK.
 FJ1196'
 FJ1196'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET AS
 FJ1196'DESCRIBED.
 FJ1196
 FJ1196                          STATION RECOVERY (1959)
 FJ1196
 FJ1196'RECOVERY NOTE BY AIR SURVEY CORPORATION 1959 (TAH)
 FJ1196'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FJ1196'
 FJ1196'DESCRIPTION ADEQUATE BUT THE LATTER PORTION SHOULD READ-
 FJ1196'NORTHWEST ON WINDING ROAD FOR 1.3 MILE TO A GRADED ROAD WEST AND
 FJ1196'DIM TRAIL EAST, FOLLOW TRAIL EAST 0.1 MILE AND TAKE RIGHT FORK,
 FJ1196'FOLLOW TRAIL ALONG RIDGE, EASTERLY, PAST CHIMNEY ROCK TO
 FJ1196'HIGHEST KNOB AND STATION, (TRAIL FOLLOWS ALONG NORTH SIDE OF
 FJ1196'HILL ON WHICH STATION IS SET).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0916 ***********************************************************************
 EM0916  DESIGNATION -  MANGUM
 EM0916  PID         -  EM0916
 EM0916  STATE/COUNTY-  OK/GREER
 EM0916  COUNTRY     -  US
 EM0916  USGS QUAD   -  HESTER (2018)
 EM0916
 EM0916                         *CURRENT SURVEY CONTROL
 EM0916  ______________________________________________________________________
 EM0916* NAD 83(1993) POSITION- 34 52 16.78300(N) 099 29 01.11996(W)   ADJUSTED
 EM0916* NAVD 88 ORTHO HEIGHT -   503.8   (meters)     1653.    (feet) VERTCON3
 EM0916  ______________________________________________________________________
 EM0916  GEOID HEIGHT    -        -26.589 (meters)                     GEOID18
 EM0916  LAPLACE CORR    -          6.11  (seconds)                    DEFLEC18
 EM0916  HORZ ORDER      -  SECOND
 EM0916
 EM0916.The horizontal coordinates were established by classical geodetic methods
 EM0916.and adjusted by the National Geodetic Survey in November 1994.
 EM0916
 EM0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0916
 EM0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0916.GEOID18 height accuracy estimate available here.
 EM0916
 EM0916.Click photographs - Photos may exist for this station.
 EM0916
 EM0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0916
 EM0916. The following values were computed from the NAD 83(1993) position.
 EM0916
 EM0916;                    North         East     Units Scale Factor Converg.
 EM0916;SPC OK S     -   171,597.962   464,361.016   MT  0.99994846   -0 50 31.7
 EM0916;SPC OK S     -   562,984.31  1,523,491.10   sFT  0.99994846   -0 50 31.7
 EM0916;UTM  14      - 3,858,880.713   455,797.487   MT  0.99962408   -0 16 35.5
 EM0916
 EM0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0916!SPC OK S     -   0.99992510  x   0.99994846  =   0.99987356
 EM0916!UTM  14      -   0.99992510  x   0.99962408  =   0.99954921
 EM0916
 EM0916:                Primary Azimuth Mark                     Grid Az
 EM0916:SPC OK S     -  MANGUM AZ MK                             163 18 49.3
 EM0916:UTM  14      -  MANGUM AZ MK                             162 44 53.1
 EM0916
 EM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5579758880(NAD 83)
 EM0916
 EM0916|---------------------------------------------------------------------|
 EM0916| PID    Reference Object                     Distance      Geod. Az  |
 EM0916|                                                           dddmmss.s |
 EM0916| CX8590 MANGUM RM 1                          40.432 METERS 00933     |
 EM0916| EM0919 MISSOURI SYNOD EVANGELICAL CH       APPROX.10.3 KM 0514242.1 |
 EM0916| CX8591 MANGUM RM 2                          51.907 METERS 07937     |
 EM0916| CX8589 MANGUM AZ MK                                       1622817.6 |
 EM0916| EM1010 MANGUM MUNICIPAL TANK               APPROX. 1.8 KM 2803009.5 |
 EM0916|---------------------------------------------------------------------|
 EM0916
 EM0916                          SUPERSEDED SURVEY CONTROL
 EM0916
 EM0916  NAD 83(1986)-  34 52 16.78882(N)    099 29 01.11373(W) AD(       ) 2
 EM0916  NAD 27      -  34 52 16.57500(N)    099 28 59.79800(W) AD(       ) 2
 EM0916  NGVD 29 (07/19/86)  503.6    (m)         1652.     (f) VERT ANG       
 EM0916
 EM0916.Superseded values are not recommended for survey control.
 EM0916
 EM0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0916.See file dsdata.pdf to determine how the superseded data were derived.
 EM0916
 EM0916_MARKER: DS = TRIANGULATION STATION DISK
 EM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0916_STAMPING: MANGUM 1948
 EM0916_MARK LOGO: CGS
 EM0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0916+STABILITY: SURFACE MOTION
 EM0916
 EM0916  HISTORY     - Date     Condition        Report By
 EM0916  HISTORY     - 1948     MONUMENTED       CGS
 EM0916  HISTORY     - 1963     GOOD             CGS
 EM0916
 EM0916                          STATION DESCRIPTION
 EM0916
 EM0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0916'THE STATION IS LOCATED ON STATE OWNED LAND ABOUT 1.25 MILES
 EM0916'EAST OF MANGUM.  IT IS ON A LOW SANDY RIDGE, 138.0 FEET SOUTH
 EM0916'OF A WELL, 76.0 FEET WEST OF A NORTH-SOUTH FENCE, 60.0 FEET
 EM0916'NORTH OF THE CENTER OF A GRADED ROAD, 48.0 FEET NORTH OF AN
 EM0916'EAST-WEST FENCE AND 5.0 FEET EAST-NORTHEAST OF A WITNESS
 EM0916'POST.  IT PROJECTS 2 INCHES AND IS STAMPED MANGUM 1948.
 EM0916'
 EM0916'REFERENCE MARK NO. 1 IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE
 EM0916'STATION, 50.0 FEET WEST OF A WOVEN WIRE FENCE AND 6.0 FEET
 EM0916'SOUTHEAST OF A WELL.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 EM0916'MANGUM NO 1 1948.
 EM0916'
 EM0916'REFERENCE MARK NO. 2 IS ABOUT 15.0 FEET BELOW THE ELEVATION OF
 EM0916'THE STATION, 30.0 FEET WEST OF A FENCE CORNER AND 1.0 FEET
 EM0916'SOUTH OF A WOVEN WIRE FENCE.  IT IS FLUSH WITH THE GROUND AND IS
 EM0916'STAMPED MANGUM NO 2 1948.
 EM0916'
 EM0916'AZIMUTH MARK IS SOUTH OF THE STATION ON M.K.T. RAILROAD
 EM0916'RIGHT-OF-WAY, DIRECTLY UNDER A TELEPHONE LINE, 55.0 FEET SOUTH OF
 EM0916'THE CENTER OF U.S. HIGHWAY NO. 283, 38.0 FEET EAST OF A TELEPHONE
 EM0916'POLE, 25.0 FEET NORTH OF THE NORTH RAIL OF THE M.K.T. TRACKS
 EM0916'AND 2.5 FEET WEST OF A WITNESS POST.  IT PROJECTS 9 INCHES
 EM0916'AND IS STAMPED MANGUM 1948.
 EM0916'
 EM0916'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 EM0916'SQUARE IN MANGUM, GO EAST ON U.S. HIGHWAY NO. 283 FOR 0.95
 EM0916'MILE, TURN LEFT AND GO EAST ON GRADED DIRT ROAD FOR 0.2 MILE
 EM0916'TO A CROSSROAD, CONTINUE EAST FOR 0.05 MILE TO STATION ON
 EM0916'LEFT AS DESCRIBED.
 EM0916'
 EM0916'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST 0.25 MILE TO
 EM0916'U.S. HIGHWAY NO. 283, TURN LEFT AND GO SOUTH AND SOUTHEAST FOR
 EM0916'0.9 MILE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EM0916'
 EM0916'AN 87 FOOT SIGNAL AT QUARRY IS VISIBLE AT 64 FEET.
 EM0916'
 EM0916'A 4 FOOT SIGNAL AT LADESSA IS VISIBLE AT 4 FEET.
 EM0916'
 EM0916'A 74 FOOT SIGNAL AT KERBO IS VISIBLE AT 4 FEET.
 EM0916'
 EM0916'A 74 FOOT SIGNAL AT REED IS VISIBLE AT 4 FEET.
 EM0916'
 EM0916'A 4 FOOT SIGNAL AT PONDER IS VISIBLE AT 4 FEET.
 EM0916'
 EM0916'A 4 FOOT SIGNAL AT WALSH 1921 1948 IS VISIBLE AT 4 FEET.
 EM0916'
 EM0916'A 4 FOOT SIGNAL AT LAKE IS VISIBLE AT 77 FEET.
 EM0916'
 EM0916'A 4 FOOT SIGNAL AT 25E12TT IS VISIBLE AT 77 FEET.
 EM0916'
 EM0916'A 4 FOOT SIGNAL AT BLAIR IS VISIBLE AT 4 FEET.
 EM0916
 EM0916                          STATION RECOVERY (1963)
 EM0916
 EM0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0916'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EM0916'IT IS IN THE SW 1/4 OF THE SW 1/4 OF SEC. 25, T. 5 N., R.
 EM0916'22 W.
 EM0916'
 EM0916'R.M. NO. 2 IS IN PASTURE LAND, THE FENCE LINE USED AS REFERENCE
 EM0916'TO THE MARK IN 1948 HAS BEEN REMOVED.  THE MARK IS ABOUT 56
 EM0916'FEET WEST FROM AN OLD CONCRETE AND BRICK BUILDING FOUNDATION,
 EM0916'MEASUREMENT WAS TAKEN FROM THE DIVIDING POINT BETWEEN THE
 EM0916'CONCRETE AND BRICK NEAR THE SOUTHWEST CORNER OF THE FOUNDATION.
 EM0916'
 EM0916'THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0492 ***********************************************************************
 EM0492  DESIGNATION -  MANGUM 1
 EM0492  PID         -  EM0492
 EM0492  STATE/COUNTY-  OK/GREER
 EM0492  COUNTRY     -  US
 EM0492  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0492
 EM0492                         *CURRENT SURVEY CONTROL
 EM0492  ______________________________________________________________________
 EM0492* NAD 83(1986) POSITION- 34 52 22.4    (N) 099 30 19.6    (W)   HD_HELD2
 EM0492* NAVD 88 ORTHO HEIGHT -   489.582 (meters)     1606.24  (feet) ADJUSTED
 EM0492  ______________________________________________________________________
 EM0492  GEOID HEIGHT    -        -26.666 (meters)                     GEOID18
 EM0492  DYNAMIC HEIGHT  -        489.069 (meters)     1604.55  (feet) COMP
 EM0492  MODELED GRAVITY -    979,571.6   (mgal)                       NAVD 88
 EM0492
 EM0492  VERT ORDER      -  SECOND    CLASS 0
 EM0492
 EM0492.The horizontal coordinates were established by autonomous hand held GPS
 EM0492.observations and have an estimated accuracy of +/- 10 meters.
 EM0492
 EM0492.The orthometric height was determined by differential leveling and
 EM0492.adjusted by the NATIONAL GEODETIC SURVEY
 EM0492.in June 1991.
 EM0492
 EM0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0492.GEOID18 height accuracy estimate available here.
 EM0492
 EM0492.Click photographs - Photos may exist for this station.
 EM0492
 EM0492.The dynamic height is computed by dividing the NAVD 88
 EM0492.geopotential number by the normal gravity value computed on the
 EM0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0492.degrees latitude (g = 980.6199 gals.).
 EM0492
 EM0492.The modeled gravity was interpolated from observed gravity values.
 EM0492
 EM0492;                    North         East    Units  Estimated Accuracy
 EM0492;SPC OK S     -   171,801.      462,371.      MT  (+/- 10 meters HH2 GPS)
 EM0492
 EM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5380559063(NAD 83)
 EM0492
 EM0492                          SUPERSEDED SURVEY CONTROL
 EM0492
 EM0492  NGVD 29 (??/??/92)  489.382  (m)         1605.58   (f) ADJ UNCH    2 0
 EM0492
 EM0492.Superseded values are not recommended for survey control.
 EM0492
 EM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0492.See file dsdata.pdf to determine how the superseded data were derived.
 EM0492
 EM0492_MARKER: DB = BENCH MARK DISK
 EM0492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0492_SP_SET: STEP
 EM0492_STAMPING: MANGUM NO 1 1934
 EM0492_MARK LOGO: CGS
 EM0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0492
 EM0492  HISTORY     - Date     Condition        Report By
 EM0492  HISTORY     - 1934     MONUMENTED       CGS
 EM0492  HISTORY     - 1934     GOOD             CGS
 EM0492  HISTORY     - 1963     GOOD             CGS
 EM0492
 EM0492                          STATION DESCRIPTION
 EM0492
 EM0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0492'IN MANGUM.
 EM0492'AT MANGUM, GREER COUNTY, AT THE WEST ENTRANCE TO THE COUNTY
 EM0492'COURTHOUSE, AND IN THE TOP OF A GRANITE BANISTER AT THE SOUTH END OF
 EM0492'THE STEPS.  A STANDARD DISK, STAMPED MANGUM 1 1934.
 EM0492
 EM0492                          STATION RECOVERY (1963)
 EM0492
 EM0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0249 ***********************************************************************
 EM0249  DESIGNATION -  MANGUM 2
 EM0249  PID         -  EM0249
 EM0249  STATE/COUNTY-  OK/GREER
 EM0249  COUNTRY     -  US
 EM0249  USGS QUAD   -  MANGUM NORTH (2018)
 EM0249
 EM0249                         *CURRENT SURVEY CONTROL
 EM0249  ______________________________________________________________________
 EM0249* NAD 83(1986) POSITION- 34 52 48.     (N) 099 30 27.     (W)   SCALED
 EM0249* NAVD 88 ORTHO HEIGHT -   487.743 (meters)     1600.20  (feet) ADJUSTED
 EM0249  ______________________________________________________________________
 EM0249  GEOID HEIGHT    -        -26.640 (meters)                     GEOID18
 EM0249  DYNAMIC HEIGHT  -        487.233 (meters)     1598.53  (feet) COMP
 EM0249  MODELED GRAVITY -    979,573.4   (mgal)                       NAVD 88
 EM0249
 EM0249  VERT ORDER      -  SECOND    CLASS 0
 EM0249
 EM0249.The horizontal coordinates were scaled from a map and have
 EM0249.an estimated accuracy of +/- 6 seconds.
 EM0249
 EM0249.The orthometric height was determined by differential leveling and
 EM0249.adjusted by the NATIONAL GEODETIC SURVEY
 EM0249.in June 1991.
 EM0249
 EM0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0249.GEOID18 height accuracy estimate available here.
 EM0249
 EM0249.Click photographs - Photos may exist for this station.
 EM0249
 EM0249.The dynamic height is computed by dividing the NAVD 88
 EM0249.geopotential number by the normal gravity value computed on the
 EM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0249.degrees latitude (g = 980.6199 gals.).
 EM0249
 EM0249.The modeled gravity was interpolated from observed gravity values.
 EM0249
 EM0249;                    North         East    Units  Estimated Accuracy
 EM0249;SPC OK S     -   172,590.      462,200.      MT  (+/- 180 meters Scaled)
 EM0249
 EM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD536598(NAD 83)
 EM0249
 EM0249                          SUPERSEDED SURVEY CONTROL
 EM0249
 EM0249  NGVD 29 (??/??/92)  487.542  (m)         1599.54   (f) ADJ UNCH    2 0
 EM0249
 EM0249.Superseded values are not recommended for survey control.
 EM0249
 EM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0249.See file dsdata.pdf to determine how the superseded data were derived.
 EM0249
 EM0249_MARKER: DB = BENCH MARK DISK
 EM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0249_STAMPING: MANGUM NO 2 1934
 EM0249_MARK LOGO: CGS
 EM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0249+STABILITY: SURFACE MOTION
 EM0249
 EM0249  HISTORY     - Date     Condition        Report By
 EM0249  HISTORY     - 1934     MONUMENTED       CGS
 EM0249  HISTORY     - 1963     GOOD             CGS
 EM0249
 EM0249                          STATION DESCRIPTION
 EM0249
 EM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0249'IN MANGUM.
 EM0249'AT MANGUM, GREER COUNTY, AT THE CORNER OF VAN BUREN AND MINNESOTA
 EM0249'STREETS, IN THE SOUTHEAST CORNER OF HARMON FIELD, 16 FEET NORTH OF THE
 EM0249'SOUTHEAST ENTRANCE, AND 5 FEET WEST OF THE EAST FENCE. A STANDARD
 EM0249'DISK, STAMPED MANGUM 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0249
 EM0249                          STATION RECOVERY (1963)
 EM0249
 EM0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1010 ***********************************************************************
 EM1010  DESIGNATION -  MANGUM MUNICIPAL TANK
 EM1010  PID         -  EM1010
 EM1010  STATE/COUNTY-  OK/GREER
 EM1010  COUNTRY     -  US
 EM1010  USGS QUAD   -  MANGUM SOUTH (2018)
 EM1010
 EM1010                         *CURRENT SURVEY CONTROL
 EM1010  ______________________________________________________________________
 EM1010* NAD 83(1993) POSITION- 34 52 27.67155(N) 099 30 12.42623(W)   ADJUSTED
 EM1010  ______________________________________________________________________
 EM1010  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 EM1010  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC18
 EM1010  HORZ ORDER      -  THIRD
 EM1010
 EM1010.The horizontal coordinates were established by classical geodetic methods
 EM1010.and adjusted by the National Geodetic Survey in November 1994.
 EM1010
 EM1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1010.GEOID18 height accuracy estimate available here.
 EM1010
 EM1010.Click photographs - Photos may exist for this station.
 EM1010
 EM1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1010
 EM1010. The following values were computed from the NAD 83(1993) position.
 EM1010
 EM1010;                    North         East     Units Scale Factor Converg.
 EM1010;SPC OK S     -   171,960.245   462,555.307   MT  0.99994872   -0 51 12.2
 EM1010;SPC OK S     -   564,172.90  1,517,566.87   sFT  0.99994872   -0 51 12.2
 EM1010;UTM  14      - 3,859,225.043   453,988.875   MT  0.99962609   -0 17 16.3
 EM1010
 EM1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5398859225(NAD 83)
 EM1010
 EM1010                          SUPERSEDED SURVEY CONTROL
 EM1010
 EM1010  NAD 83(1986)-  34 52 27.67671(N)    099 30 12.42049(W) AD(       ) 3
 EM1010  NAD 27      -  34 52 27.46300(N)    099 30 11.10500(W) AD(       ) 3
 EM1010
 EM1010.Superseded values are not recommended for survey control.
 EM1010
 EM1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1010.See file dsdata.pdf to determine how the superseded data were derived.
 EM1010
 EM1010_MARKER: 53 = ELEVATED TANK
 EM1010
 EM1010  HISTORY     - Date     Condition        Report By
 EM1010  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM1010  HISTORY     - 1961     GOOD             CGS
 EM1010
 EM1010                          STATION DESCRIPTION
 EM1010
 EM1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1010'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 EM1010'ABOUT 2 BLOCKS NORTHEAST OF THE COURT HOUSE AND 1/2 BLOCK EAST OF
 EM1010'PENN AVENUE.  IT IS A SIX LEGGED STEEL STRUCTURE 128 FEET HIGH
 EM1010'WITH BLACK LETTERING MANGUM ON THE NORTH AND SOUTH SIDES.  POINT
 EM1010'OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 EM1010
 EM1010                          STATION RECOVERY (1961)
 EM1010
 EM1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1010'THE STATION IS CENTRALLY LOCATED IN THE CITY OF MANGUM, 290 FEET
 EM1010'EAST OF PENNSYLVANIA STREET, 245 FEET SOUTH OF PIERCE STREET
 EM1010'AND 215 FEET WEST OF LOUIS TITTLE AVENUE.
 EM1010'
 EM1010'IT IS A 6-LEGGED STEEL STURCTURE PAINTED SILVER.  HAVING AN
 EM1010'OVER-ALL HEIGHT OF 150 FEET AND THE BALL AT THE APEX WAS THE POINT
 EM1010'OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0177 ***********************************************************************
 EM0177  DESIGNATION -  MANITOU
 EM0177  PID         -  EM0177
 EM0177  STATE/COUNTY-  OK/TILLMAN
 EM0177  COUNTRY     -  US
 EM0177  USGS QUAD   -  MANITOU (2018)
 EM0177
 EM0177                         *CURRENT SURVEY CONTROL
 EM0177  ______________________________________________________________________
 EM0177* NAD 83(1993) POSITION- 34 31 20.57985(N) 098 58 48.64288(W)   ADJUSTED
 EM0177* NAD 83(1993) ELLIP HT-   361.375 (meters)        (11/28/94)   ADJUSTED
 EM0177* NAVD 88 ORTHO HEIGHT -   388.300 (meters)     1273.95  (feet) ADJUSTED
 EM0177  ______________________________________________________________________
 EM0177  GEOID HEIGHT    -        -26.576 (meters)                     GEOID18
 EM0177  NAD 83(1993) X  -   -821,193.781 (meters)                     COMP
 EM0177  NAD 83(1993) Y  - -5,196,447.840 (meters)                     COMP
 EM0177  NAD 83(1993) Z  -  3,594,542.785 (meters)                     COMP
 EM0177  LAPLACE CORR    -          5.52  (seconds)                    DEFLEC18
 EM0177  DYNAMIC HEIGHT  -        387.897 (meters)     1272.63  (feet) COMP
 EM0177  MODELED GRAVITY -    979,586.2   (mgal)                       NAVD 88
 EM0177
 EM0177  HORZ ORDER      -  SECOND
 EM0177  VERT ORDER      -  SECOND    CLASS 0
 EM0177  ELLP ORDER      -  FIFTH     CLASS I
 EM0177
 EM0177.The horizontal coordinates were established by classical geodetic methods
 EM0177.and adjusted by the National Geodetic Survey in November 1994.
 EM0177
 EM0177.The orthometric height was determined by differential leveling and
 EM0177.adjusted by the NATIONAL GEODETIC SURVEY
 EM0177.in June 1991.
 EM0177
 EM0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0177.GEOID18 height accuracy estimate available here.
 EM0177
 EM0177.Click photographs - Photos may exist for this station.
 EM0177
 EM0177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0177
 EM0177.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0177
 EM0177.The ellipsoidal height was determined by GPS observations
 EM0177.and is referenced to NAD 83.
 EM0177
 EM0177.The dynamic height is computed by dividing the NAVD 88
 EM0177.geopotential number by the normal gravity value computed on the
 EM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0177.degrees latitude (g = 980.6199 gals.).
 EM0177
 EM0177.The modeled gravity was interpolated from observed gravity values.
 EM0177
 EM0177. The following values were computed from the NAD 83(1993) position.
 EM0177
 EM0177;                    North         East     Units Scale Factor Converg.
 EM0177;SPC OK S     -   132,330.124   510,011.611   MT  0.99993652   -0 33 22.9
 EM0177;SPC OK S     -   434,153.08  1,673,263.09   sFT  0.99993652   -0 33 22.9
 EM0177;UTM  14      - 3,820,079.449   501,819.184   MT  0.99960004   +0 00 40.4
 EM0177
 EM0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0177!SPC OK S     -   0.99994328  x   0.99993652  =   0.99987980
 EM0177!UTM  14      -   0.99994328  x   0.99960004  =   0.99954334
 EM0177
 EM0177:                Primary Azimuth Mark                     Grid Az
 EM0177:SPC OK S     -  MANITOU AZ MK                            016 31 22.7
 EM0177:UTM  14      -  MANITOU AZ MK                            015 57 19.4
 EM0177
 EM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0181920079(NAD 83)
 EM0177
 EM0177|---------------------------------------------------------------------|
 EM0177| PID    Reference Object                     Distance      Geod. Az  |
 EM0177|                                                           dddmmss.s |
 EM0177| EM0178 MANITOU RM 1                         19.011 METERS 01304     |
 EM0177| CX8592 MANITOU AZ MK                                      0155759.8 |
 EM0177| EM0850 MANITOU MUNICIPAL STANDPIPE         APPROX. 1.5 KM 1870012.1 |
 EM0177| EM0179 MANITOU RM 2                         15.185 METERS 19620     |
 EM0177|---------------------------------------------------------------------|
 EM0177
 EM0177                          SUPERSEDED SURVEY CONTROL
 EM0177
 EM0177  NAD 83(1986)-  34 31 20.58589(N)    098 58 48.63079(W) AD(       ) 2
 EM0177  NAD 27      -  34 31 20.30780(N)    098 58 47.36030(W) AD(       ) 2
 EM0177  NGVD 29 (??/??/92)  388.160  (m)         1273.49   (f) ADJ UNCH    2 0
 EM0177  NGVD 29             388.16   (m)         1273.5    (f) LEVELING    3  
 EM0177
 EM0177.Superseded values are not recommended for survey control.
 EM0177
 EM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0177.See file dsdata.pdf to determine how the superseded data were derived.
 EM0177
 EM0177_MARKER: DS = TRIANGULATION STATION DISK
 EM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0177_STAMPING: MANITOU 1948
 EM0177_MARK LOGO: CGS
 EM0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0177+STABILITY: SURFACE MOTION
 EM0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0177+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 EM0177
 EM0177  HISTORY     - Date     Condition        Report By
 EM0177  HISTORY     - 1948     MONUMENTED       CGS
 EM0177  HISTORY     - 1961     GOOD             CGS
 EM0177  HISTORY     - 1961     GOOD             CGS
 EM0177  HISTORY     - 1963     GOOD             CGS
 EM0177  HISTORY     - 1971     GOOD             OKDH
 EM0177  HISTORY     - 19890301 GOOD             NGS
 EM0177
 EM0177                          STATION DESCRIPTION
 EM0177
 EM0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0177'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF SNYDER AND ABOUT
 EM0177'1 MILE NORTH OF MANITOU.  IT IS ON THE RIGHT-OF-WAY AND 46 FEET
 EM0177'WEST OF THE CENTER OF U.S. HIGHWAY 183, 3 FEET EAST OF A
 EM0177'NORTH-SOUTH FENCE LINE AND 5.5 FEET NORTH OF A REFERENCE POST.
 EM0177'IT IS STAMPED MANITOU 1948 AND PROJECTS 4 INCHES.
 EM0177'
 EM0177'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE CENTER OF U.S.
 EM0177'HIGHWAY 183 AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 EM0177'IT IS STAMPED MANITOU NO 1 1948 AND PROJECTS 12 INCHES.
 EM0177'
 EM0177'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE CENTER OF U.S.
 EM0177'HIGHWAY 183 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 EM0177'STAMPED MANITOU NO 2 1948 AND PROJECTS 4 INCHES.
 EM0177'
 EM0177'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183.
 EM0177'IT IS SET IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF A CONCRETE
 EM0177'BRIDGE.  IT IS STAMPED MANITOU 1948.
 EM0177'
 EM0177'TO REACH THE STATION FROM THE MAIN CROSSROADS IN MANITOU,
 EM0177'GO NORTH ON U.S. HIGHWAY 183 FOR 1.05 MILE TO THE STATION ON
 EM0177'THE LEFT AS DESCRIBED.  CONTINUE FOR 0.35 MILE NORTH TO
 EM0177'THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 EM0177'
 EM0177'A 10 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0177'
 EM0177'A 4 FOOT SIGNAL AT MAN IS VISIBLE AT 4 FEET.
 EM0177
 EM0177                          STATION RECOVERY (1961)
 EM0177
 EM0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0177'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EM0177
 EM0177                          STATION RECOVERY (1961)
 EM0177
 EM0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0177'1.0 MI N FROM MANITOU.
 EM0177'1.0 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0177'HIGHWAY 183 AND STATE HIGHWAY 5 C WHICH IS LOCATED IN MANITOU, 47 FEET
 EM0177'WEST OF THE CENTER OF THE HIGHWAY, 7.9 FEET NORTH OF THE WITNESS POST,
 EM0177'3.6 FEET EAST OF THE FENCE, SET IN THE TOP OF A CONCRETE POST THAT
 EM0177'PROJECTS 4 INCHES AND IS ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
 EM0177
 EM0177                          STATION RECOVERY (1963)
 EM0177
 EM0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0177'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 EM0177'AND FOUND IN GOOD CONDITION.  STATION IS IN THE SW 1/4 OF
 EM0177'SEC. 27, T. 1 N., R. 17 W.
 EM0177'
 EM0177'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0177
 EM0177                          STATION RECOVERY (1971)
 EM0177
 EM0177'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0177'MANITOU 1948 RECOVERED IN GOOD CONDITION.
 EM0177'
 EM0177'MANITOU AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 EM0177'
 EM0177'MANITOU REF. NO. 1 AND 2 1948 RECOVERED IN GOOD CONDITION.
 EM0177'
 EM0177'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0177'
 EM0177'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 1.0 MILE NORTH OF
 EM0177'MANITOU AND 46 FEET WEST OF U.S. 183.
 EM0177
 EM0177                          STATION RECOVERY (1989)
 EM0177
 EM0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0177'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EM0177'FOLLOWS.
 EM0177'THE STATION IS LOCATED ABOUT 18.7 KM (11.60 MI) NORTHEAST OF TIPTON,
 EM0177'14.7 KM (9.15 MI) SOUTH-SOUTHWEST OF SNYDER, AND 1.7 KM (1.05 MI)
 EM0177'NORTH-NORTHEAST OF MANITOU.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EM0177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 EM0177'HIGHWAY 5C IN MANITOU, GO NORTHEAST ON HIGHWAY 183 FOR 1.7 KM
 EM0177'(1.05 MI) TO THE STATION ON THE LEFT, ON A SMALL RISE BETWEEN THE
 EM0177'HIGHWAY AND THE BURLINGTON NORTHERN RAILROAD.
 EM0177'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 EM0177'CONCRETE POST THAT PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 49.8 M
 EM0177'(163.4 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 16.8 M (55.1 FT)
 EM0177'EAST-SOUTHEAST OF THE NEAR RAIL, 14.9 M (48.9 FT) WEST OF THE
 EM0177'CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF A
 EM0177'CARSONITE WITNESS POST.
 EM0177'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0849 ***********************************************************************
 EM0849  DESIGNATION -  MANITOU KIMBALL MILLING ELEV
 EM0849  PID         -  EM0849
 EM0849  STATE/COUNTY-  OK/TILLMAN
 EM0849  COUNTRY     -  US
 EM0849  USGS QUAD   -  MANITOU (2018)
 EM0849
 EM0849                         *CURRENT SURVEY CONTROL
 EM0849  ______________________________________________________________________
 EM0849* NAD 83(1993) POSITION- 34 30 28.97698(N) 098 59 04.47878(W)   ADJUSTED
 EM0849  ______________________________________________________________________
 EM0849  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 EM0849  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 EM0849  HORZ ORDER      -  THIRD
 EM0849
 EM0849.The horizontal coordinates were established by classical geodetic methods
 EM0849.and adjusted by the National Geodetic Survey in November 1994.
 EM0849
 EM0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0849.GEOID18 height accuracy estimate available here.
 EM0849
 EM0849.Click photographs - Photos may exist for this station.
 EM0849
 EM0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0849
 EM0849. The following values were computed from the NAD 83(1993) position.
 EM0849
 EM0849;                    North         East     Units Scale Factor Converg.
 EM0849;SPC OK S     -   130,744.121   509,592.264   MT  0.99993682   -0 33 31.9
 EM0849;SPC OK S     -   428,949.67  1,671,887.29   sFT  0.99993682   -0 33 31.9
 EM0849;UTM  14      - 3,818,489.905   501,415.705   MT  0.99960002   +0 00 31.5
 EM0849
 EM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0141518489(NAD 83)
 EM0849
 EM0849                          SUPERSEDED SURVEY CONTROL
 EM0849
 EM0849  NAD 83(1986)-  34 30 28.98052(N)    098 59 04.46801(W) AD(       ) 3
 EM0849  NAD 27      -  34 30 28.71400(N)    098 59 03.19300(W) AD(       ) 3
 EM0849
 EM0849.Superseded values are not recommended for survey control.
 EM0849
 EM0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0849.See file dsdata.pdf to determine how the superseded data were derived.
 EM0849
 EM0849_MARKER: 65 = GRAIN ELEVATOR
 EM0849
 EM0849  HISTORY     - Date     Condition        Report By
 EM0849  HISTORY     - 1961     FIRST OBSERVED   CGS
 EM0849
 EM0849                          STATION DESCRIPTION
 EM0849
 EM0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0849'THE STATION IS THE CENTER OF THE TOP OF THE ELEVATOR.  IT IS
 EM0849'90 FEET HIGH, COVERED WITH UNPAINTED METAL SIDING AND IS IN
 EM0849'THE NORTHWESTERN PART OF THE VILLAGE OF MANITOU.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0850 ***********************************************************************
 EM0850  DESIGNATION -  MANITOU MUNICIPAL STANDPIPE
 EM0850  PID         -  EM0850
 EM0850  STATE/COUNTY-  OK/TILLMAN
 EM0850  COUNTRY     -  US
 EM0850  USGS QUAD   -  MANITOU (2018)
 EM0850
 EM0850                         *CURRENT SURVEY CONTROL
 EM0850  ______________________________________________________________________
 EM0850* NAD 83(1993) POSITION- 34 30 31.98615(N) 098 58 55.85403(W)   ADJUSTED
 EM0850  ______________________________________________________________________
 EM0850  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 EM0850  LAPLACE CORR    -          5.27  (seconds)                    DEFLEC18
 EM0850  HORZ ORDER      -  THIRD
 EM0850
 EM0850.The horizontal coordinates were established by classical geodetic methods
 EM0850.and adjusted by the National Geodetic Survey in November 1994.
 EM0850
 EM0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0850.GEOID18 height accuracy estimate available here.
 EM0850
 EM0850.Click photographs - Photos may exist for this station.
 EM0850
 EM0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0850
 EM0850. The following values were computed from the NAD 83(1993) position.
 EM0850
 EM0850;                    North         East     Units Scale Factor Converg.
 EM0850;SPC OK S     -   130,834.693   509,813.148   MT  0.99993680   -0 33 27.0
 EM0850;SPC OK S     -   429,246.82  1,672,611.97   sFT  0.99993680   -0 33 27.0
 EM0850;UTM  14      - 3,818,582.629   501,635.607   MT  0.99960003   +0 00 36.3
 EM0850
 EM0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0163518582(NAD 83)
 EM0850
 EM0850                          SUPERSEDED SURVEY CONTROL
 EM0850
 EM0850  NAD 83(1986)-  34 30 31.99168(N)    098 58 55.84247(W) AD(       ) 3
 EM0850  NAD 27      -  34 30 31.71100(N)    098 58 54.57200(W) AD(       ) 3
 EM0850
 EM0850.Superseded values are not recommended for survey control.
 EM0850
 EM0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0850.See file dsdata.pdf to determine how the superseded data were derived.
 EM0850
 EM0850_MARKER: 52 = STANDPIPE TANK
 EM0850
 EM0850  HISTORY     - Date     Condition        Report By
 EM0850  HISTORY     - 1948     FIRST OBSERVED   CGS
 EM0850  HISTORY     - 1961     GOOD             CGS
 EM0850
 EM0850                          STATION DESCRIPTION
 EM0850
 EM0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0850'LOCATED IN THE NORTHEAST SECTION OF TOWN, 0.05 MILE EAST OF
 EM0850'U.S. HIGHWAY 183, 96 FEET WEST OF A NORTH-SOUTH STREET AND
 EM0850'123 FEET NORTH OF AN EAST-WEST STREET.
 EM0850'
 EM0850'IT IS A STEEL STRUCTURE PAINTED BLACK WITH ABOUT 8 FEET OF
 EM0850'THE TOP PAINTED SILVER.  THE DIAMETER IS 18.5 FEET.
 EM0850'
 EM0850'POINT OBSERVED UPON WAS THE TOP OF THE STANDPIPE.  THE HEIGHT
 EM0850'IS 82.3 FEET.
 EM0850
 EM0850                          STATION RECOVERY (1961)
 EM0850
 EM0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0850'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.
 EM0850'IT IS LOCATED IN THE NORTHEASTERN PART OF THE VILLAGE OF
 EM0850'MANITOU.  IT IS 85 FEET HIGH, PAINTED BLACK WITH A LARGE SILVER
 EM0850'STRIPE AROUND THE TOP OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0178 ***********************************************************************
 EM0178  DESIGNATION -  MANITOU RM 1
 EM0178  PID         -  EM0178
 EM0178  STATE/COUNTY-  OK/TILLMAN
 EM0178  COUNTRY     -  US
 EM0178  USGS QUAD   -  MANITOU (2018)
 EM0178
 EM0178                         *CURRENT SURVEY CONTROL
 EM0178  ______________________________________________________________________
 EM0178* NAD 83(1986) POSITION- 34 31 21.18   (N) 098 58 48.47   (W)   HD_HELD1
 EM0178* NAVD 88 ORTHO HEIGHT -   388.638 (meters)     1275.06  (feet) ADJUSTED
 EM0178  ______________________________________________________________________
 EM0178  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 EM0178  DYNAMIC HEIGHT  -        388.235 (meters)     1273.73  (feet) COMP
 EM0178  MODELED GRAVITY -    979,586.2   (mgal)                       NAVD 88
 EM0178
 EM0178  VERT ORDER      -  SECOND    CLASS 0
 EM0178
 EM0178.The horizontal coordinates were determined by differentially corrected
 EM0178.hand held GPS observations or other comparable positioning techniques
 EM0178.and have an estimated accuracy of +/- 3 meters.
 EM0178
 EM0178.The orthometric height was determined by differential leveling and
 EM0178.adjusted by the NATIONAL GEODETIC SURVEY
 EM0178.in June 1991.
 EM0178
 EM0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0178.GEOID18 height accuracy estimate available here.
 EM0178
 EM0178.Click photographs - Photos may exist for this station.
 EM0178
 EM0178.The dynamic height is computed by dividing the NAVD 88
 EM0178.geopotential number by the normal gravity value computed on the
 EM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0178.degrees latitude (g = 980.6199 gals.).
 EM0178
 EM0178.The modeled gravity was interpolated from observed gravity values.
 EM0178
 EM0178;                    North         East    Units  Estimated Accuracy
 EM0178;SPC OK S     -   132,348.6     510,016.2     MT  (+/- 3 meters HH1 GPS) 
 EM0178
 EM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0182320097(NAD 83)
 EM0178
 EM0178                          SUPERSEDED SURVEY CONTROL
 EM0178
 EM0178  NGVD 29 (??/??/92)  388.498  (m)         1274.60   (f) ADJ UNCH    2 0
 EM0178
 EM0178.Superseded values are not recommended for survey control.
 EM0178
 EM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0178.See file dsdata.pdf to determine how the superseded data were derived.
 EM0178
 EM0178_MARKER: DR = REFERENCE MARK DISK
 EM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0178_STAMPING: MANITOU NO 1 1948
 EM0178_MARK LOGO: CGS
 EM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0178+STABILITY: SURFACE MOTION
 EM0178
 EM0178  HISTORY     - Date     Condition        Report By
 EM0178  HISTORY     - 1948     MONUMENTED       CGS
 EM0178  HISTORY     - 1961     GOOD             CGS
 EM0178
 EM0178                          STATION DESCRIPTION
 EM0178
 EM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0178'1.0 MI N FROM MANITOU.
 EM0178'1.0 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0178'HIGHWAY 183 AND STATE HIGHWAY 5 C WHICH IS LOCATED IN MANITOU, 48.5
 EM0178'FEET WEST OF THE CENTER OF THE HIGHWAY, 70 FEET NORTH OF THE WITNESS
 EM0178'POST, 2 FEET EAST OF THE FENCE, SET IN THE TOP OF A CONCRETE POST THAT
 EM0178'PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0179 ***********************************************************************
 EM0179  DESIGNATION -  MANITOU RM 2
 EM0179  PID         -  EM0179
 EM0179  STATE/COUNTY-  OK/TILLMAN
 EM0179  COUNTRY     -  US
 EM0179  USGS QUAD   -  MANITOU (2018)
 EM0179
 EM0179                         *CURRENT SURVEY CONTROL
 EM0179  ______________________________________________________________________
 EM0179* NAD 83(1986) POSITION- 34 31 20.11   (N) 098 58 48.81   (W)   HD_HELD1
 EM0179* NAVD 88 ORTHO HEIGHT -   387.838 (meters)     1272.43  (feet) ADJUSTED
 EM0179  ______________________________________________________________________
 EM0179  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 EM0179  DYNAMIC HEIGHT  -        387.436 (meters)     1271.11  (feet) COMP
 EM0179  MODELED GRAVITY -    979,586.2   (mgal)                       NAVD 88
 EM0179
 EM0179  VERT ORDER      -  SECOND    CLASS 0
 EM0179
 EM0179.The horizontal coordinates were determined by differentially corrected
 EM0179.hand held GPS observations or other comparable positioning techniques
 EM0179.and have an estimated accuracy of +/- 3 meters.
 EM0179
 EM0179.The orthometric height was determined by differential leveling and
 EM0179.adjusted by the NATIONAL GEODETIC SURVEY
 EM0179.in June 1991.
 EM0179
 EM0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0179.GEOID18 height accuracy estimate available here.
 EM0179
 EM0179.Click photographs - Photos may exist for this station.
 EM0179
 EM0179.The dynamic height is computed by dividing the NAVD 88
 EM0179.geopotential number by the normal gravity value computed on the
 EM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0179.degrees latitude (g = 980.6199 gals.).
 EM0179
 EM0179.The modeled gravity was interpolated from observed gravity values.
 EM0179
 EM0179;                    North         East    Units  Estimated Accuracy
 EM0179;SPC OK S     -   132,315.7     510,007.2     MT  (+/- 3 meters HH1 GPS) 
 EM0179
 EM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0181420064(NAD 83)
 EM0179
 EM0179                          SUPERSEDED SURVEY CONTROL
 EM0179
 EM0179  NGVD 29 (??/??/92)  387.698  (m)         1271.97   (f) ADJ UNCH    2 0
 EM0179
 EM0179.Superseded values are not recommended for survey control.
 EM0179
 EM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0179.See file dsdata.pdf to determine how the superseded data were derived.
 EM0179
 EM0179_MARKER: DR = REFERENCE MARK DISK
 EM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0179_STAMPING: MANITOU NO 2 1948
 EM0179_MARK LOGO: CGS
 EM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0179+STABILITY: SURFACE MOTION
 EM0179
 EM0179  HISTORY     - Date     Condition        Report By
 EM0179  HISTORY     - 1948     MONUMENTED       CGS
 EM0179  HISTORY     - 1961     GOOD             CGS
 EM0179
 EM0179                          STATION DESCRIPTION
 EM0179
 EM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0179'1.0 MI N FROM MANITOU.
 EM0179'1.0 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0179'HIGHWAY 183 AND STATE HIGHWAY 5 C WHICH IS LOCATED IN MANITOU, 49 FEET
 EM0179'WEST OF THE CENTER OF THE HIGHWAY, 42.6 FEET SOUTH OF THE WITNESS
 EM0179'POST, 1 FOOT EAST OF THE FENCE, SET IN THE TOP OF A CONCRETE POST THAT
 EM0179'PROJECTS 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0783 ***********************************************************************
 EL0783  CBN         -  This is a Cooperative Base Network Control Station.
 EL0783  DESIGNATION -  MANN
 EL0783  PID         -  EL0783
 EL0783  STATE/COUNTY-  OK/JOHNSTON
 EL0783  COUNTRY     -  US
 EL0783  USGS QUAD   -  MANNSVILLE (2018)
 EL0783
 EL0783                         *CURRENT SURVEY CONTROL
 EL0783  ______________________________________________________________________
 EL0783* NAD 83(2011) POSITION- 34 12 05.78748(N) 096 53 24.01328(W)   ADJUSTED
 EL0783* NAD 83(2011) ELLIP HT-   198.603 (meters)        (06/27/12)   ADJUSTED
 EL0783* NAD 83(2011) EPOCH   -  2010.00
 EL0783* NAVD 88 ORTHO HEIGHT -   224.535 (meters)      736.66  (feet) ADJUSTED
 EL0783  ______________________________________________________________________
 EL0783  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 EL0783  NAD 83(2011) X  -   -633,514.106 (meters)                     COMP
 EL0783  NAD 83(2011) Y  - -5,242,747.642 (meters)                     COMP
 EL0783  NAD 83(2011) Z  -  3,565,076.066 (meters)                     COMP
 EL0783  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 EL0783  DYNAMIC HEIGHT  -        224.305 (meters)      735.91  (feet) COMP
 EL0783  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 EL0783
 EL0783  VERT ORDER      -  FIRST     CLASS II
 EL0783
 EL0783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0783  Standards:
 EL0783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0783  -------------------------------------------------------------------
 EL0783  NETWORK    1.31   3.23           0.57   0.50   1.65      0.08529049
 EL0783  -------------------------------------------------------------------
 EL0783  Click here for local accuracies and other accuracy information.
 EL0783
 EL0783.The horizontal coordinates were established by GPS observations
 EL0783.and adjusted by the National Geodetic Survey in June 2012.
 EL0783
 EL0783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0783.been affixed to the stable North American tectonic plate. See 
 EL0783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0783
 EL0783.The horizontal coordinates are valid at the epoch date displayed above
 EL0783.which is a decimal equivalence of Year/Month/Day.
 EL0783
 EL0783.The orthometric height was determined by differential leveling and
 EL0783.adjusted by the NATIONAL GEODETIC SURVEY
 EL0783.in August 1994.
 EL0783
 EL0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0783.GEOID18 height accuracy estimate available here.
 EL0783
 EL0783.Click photographs - Photos may exist for this station.
 EL0783
 EL0783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0783
 EL0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0783
 EL0783.The ellipsoidal height was determined by GPS observations
 EL0783.and is referenced to NAD 83.
 EL0783
 EL0783.The dynamic height is computed by dividing the NAVD 88
 EL0783.geopotential number by the normal gravity value computed on the
 EL0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0783.degrees latitude (g = 980.6199 gals.).
 EL0783
 EL0783.The modeled gravity was interpolated from observed gravity values.
 EL0783
 EL0783. The following values were computed from the NAD 83(2011) position.
 EL0783
 EL0783;                    North         East     Units Scale Factor Converg.
 EL0783;SPC OK S     -    96,874.333   702,297.525   MT  0.99995810   +0 37 48.2
 EL0783;SPC OK S     -   317,828.54  2,304,121.13   sFT  0.99995810   +0 37 48.2
 EL0783;UTM  14      - 3,786,522.904   694,408.351   MT  1.00006590   +1 11 11.1
 EL0783
 EL0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0783!SPC OK S     -   0.99996882  x   0.99995810  =   0.99992693
 EL0783!UTM  14      -   0.99996882  x   1.00006590  =   1.00003472
 EL0783
 EL0783:                Primary Azimuth Mark                     Grid Az
 EL0783:SPC OK S     -  MANN AZ MK                               087 52 41.7
 EL0783:UTM  14      -  MANN AZ MK                               087 19 18.8
 EL0783
 EL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9440886522(NAD 83)
 EL0783
 EL0783|---------------------------------------------------------------------|
 EL0783| PID    Reference Object                     Distance      Geod. Az  |
 EL0783|                                                           dddmmss.s |
 EL0783| EL1071 MANN AZ MK                                         0883029.9 |
 EL0783| EL0781 RBN MANNSVILLE MVI S MAST 1955      312.820 METERS 18157     |
 EL0783| EL0782 RBN MANNSVILLE MVI N MAST 1955      254.050 METERS 18215     |
 EL0783| EL1070 MANN RM 1                             8.085 METERS 26941     |
 EL0783| CY1560 MANN RM 2                            14.397 METERS 35331     |
 EL0783|---------------------------------------------------------------------|
 EL0783
 EL0783                          SUPERSEDED SURVEY CONTROL
 EL0783
 EL0783  NAD 83(2007)-  34 12 05.78747(N)    096 53 24.01390(W) AD(2002.00) 0
 EL0783  ELLIP H (02/10/07)  198.618  (m)                       GP(2002.00)    
 EL0783  ELLIP H (04/16/01)  198.629  (m)                       GP(       ) 4 2
 EL0783  NAD 83(1993)-  34 12 05.78706(N)    096 53 24.01388(W) AD(       ) B
 EL0783  ELLIP H (05/09/94)  198.684  (m)                       GP(       ) 4 2
 EL0783  NAD 83(1986)-  34 12 05.79674(N)    096 53 24.00762(W) AD(       ) 2
 EL0783  NAD 27      -  34 12 05.45440(N)    096 53 22.97890(W) AD(       ) 2
 EL0783  NAVD 88             224.53   (m)          736.6    (f) LEVELING    3  
 EL0783  NAVD 88 (05/09/94)  224.5    (m)  GEOID93  model used  GPS OBS        
 EL0783
 EL0783.Superseded values are not recommended for survey control.
 EL0783
 EL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0783.See file dsdata.pdf to determine how the superseded data were derived.
 EL0783
 EL0783_MARKER: DS = TRIANGULATION STATION DISK
 EL0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0783_STAMPING: MANN 1955
 EL0783_MARK LOGO: CGS
 EL0783_PROJECTION: PROJECTING 5 CENTIMETERS
 EL0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0783+STABILITY: SURFACE MOTION
 EL0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0783+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 EL0783
 EL0783  HISTORY     - Date     Condition        Report By
 EL0783  HISTORY     - 1955     MONUMENTED       CGS
 EL0783  HISTORY     - 1955     GOOD             CGS
 EL0783  HISTORY     - 1980     GOOD             LOCENG
 EL0783  HISTORY     - 19930504 GOOD             NGS
 EL0783  HISTORY     - 19940228 GOOD             NGS
 EL0783  HISTORY     - 20021025 GOOD             JCLS
 EL0783  HISTORY     - 20090118 GOOD             AIRDAT
 EL0783  HISTORY     - 20110313 GOOD             JCLS
 EL0783  HISTORY     - 20111220 GOOD             AIRDAT
 EL0783  HISTORY     - 20120816 GOOD             WOOLPT
 EL0783  HISTORY     - 20160414 GOOD             GRWAS
 EL0783
 EL0783                          STATION DESCRIPTION
 EL0783
 EL0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0783'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF
 EL0783'MANNSVILLE NEAR THE SITE OF THE UNITED STATES AIR FORCE HOMING
 EL0783'BEACON 299 MVI.  IT IS 40 FEET EAST OF THE CENTER OF A GATE
 EL0783'LEADING INTO THE HOMING BEACON, 27 FEET SOUTH OF THE CENTER
 EL0783'OF A GRAVELED ROAD, 5 FEET SOUTHWEST OF A WITNESS POST AND
 EL0783'1 FOOT SOUTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE
 EL0783'OF THE GROUND AND THE DISK IS STAMPED MANN 1955.
 EL0783'
 EL0783'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF A
 EL0783'GRAVELED ROAD, 14 FEET EAST OF THE CENTER OF A GATE LEADING
 EL0783'INTO THE HOMING BEACON AND 1 FOOT SOUTH OF A FENCE.  IT IS
 EL0783'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 EL0783'STAMPED MANN NO 1 1955.
 EL0783'
 EL0783'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION,
 EL0783'20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1.5 FEET
 EL0783'SOUTH OF A WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES ABOVE
 EL0783'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED MANN NO 2
 EL0783'1955.
 EL0783'
 EL0783'THE AZIMUTH MARK IS 36 FEET WEST-SOUTHWEST OF A POWERLINE
 EL0783'POLE, 28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 1.5
 EL0783'FEET SOUTH OF A FENCE, AND 1.5 FEET SOUTHWEST OF A WITNESS
 EL0783'POST.  IT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 EL0783'AND THE DISK IS STAMPED MANN 1955.
 EL0783'
 EL0783'TRAVERSE CONNECTIONS WERE MADE TO MANNSVILLE, 299 MVI MAST
 EL0783'SOUTH AND NORTH.
 EL0783'
 EL0783'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE
 EL0783'POST OFFICE IN MANNSVILLE, GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE
 EL0783'TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRAVELED ROAD
 EL0783'FOR 0.15 MILE TO A POWERLINE POLE ON THE RIGHT AND THE AZIMUTH
 EL0783'MARK AS DESCRIBED.  CONTINUE WEST ON A GRAVELED ROAD FOR 0.4
 EL0783'MILE TO A GATE AND SIGN USAF HOMING BEACON ON THE LEFT AND
 EL0783'THE STATION AS DESCRIBED.
 EL0783
 EL0783                          STATION RECOVERY (1955)
 EL0783
 EL0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 EL0783'RECOVERED IN GOOD CONDITION.
 EL0783
 EL0783                          STATION RECOVERY (1980)
 EL0783
 EL0783'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MDC)
 EL0783'MANN TRI-STATION RECOVERED EXCELLENT (1955 MANN).
 EL0783'
 EL0783'RM NO. 1 RECOVERED EXCELLENT (MANN RM NO. 1).
 EL0783'
 EL0783'RM NO. 2 MISSING.
 EL0783'
 EL0783'AZIMUTH MARK FOUND IN GOOD CONDITION AND REFERENCED BELOW.
 EL0783'
 EL0783'PROPERTY OWNER HAS PLACED T-BAR FENCE POST AT T.S. AND RM 1.
 EL0783'
 EL0783'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 NNW OF MANNSVILLE.
 EL0783
 EL0783                          STATION RECOVERY (1993)
 EL0783
 EL0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EL0783'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 AMD THE
 EL0783'AZIMUTH WERE SEARCHED FOR BUT NOT FOUND.
 EL0783'NOTE--CONES SHOULD BE USED AROUND VEHICLE WHEN OCCUPYING THIS STATION.
 EL0783'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI)  SOUTH-SOUTHEAST OF
 EL0783'SULPHUR, 26 KM (16.15 MI)  EAST OF ARDMORE, 2 KM (1.25 MI)  NORTH OF
 EL0783'MANNSVILLE IN GRASS NEAR THE NORTHWEST CORNER OF A LARGE OPEN
 EL0783'PASTURE. OWNERSHIP--DENNIS JAMES, BOX 321, MANNSVILLE, OK 73447.
 EL0783'PHONE 405-371-3965.  CONTACT HIM IN ADVANCE TO LET HIM KNOW WHEN YOU
 EL0783'WILL BE OCCUPYING THIS STATION.
 EL0783'TO REACH FROM THE T-JUNCTION OF US HIGHWAY 177 AND STATE HIGHWAY 1
 EL0783'ABOUT 5 KM (3.10 MI)  SOUTHEAST OF MANNSVILLE, GO NORTHWEST ON
 EL0783'HIGHWAY 177 FOR 2.48 KM (1.55 MI)  TO A BRIDGE OVER TURKEY CREEK.
 EL0783'CONTINUE AHEAD, NORTHWEST, ON HIGHWAY 177 FOR 2.5 KM (1.55 MI)  TO A
 EL0783'PAVED CROSSROAD (GRAND AVENUE) IN THE CENTER OF THE TOWN OF
 EL0783'MANNSVILLE. TURN RIGHT, NORTH, ON GRAND AVENUE FOR 1.73 KM (1.05 MI)
 EL0783'TO A PAVED ROAD ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT.  TURN
 EL0783'LEFT, WEST, ON THE PAVED ROAD FOR 0.73 KM (0.45 MI)  TO THE DRIVEWAY
 EL0783'TO A FARM HOUSE ON THE LEFT.  CONTINUE AHEAD, WEST, ON THE PAVED ROAD
 EL0783'FOR 0.14 KM (0.10 MI)  TO THE STATION ON THE LEFT.
 EL0783'THE STATION IS SET IN THE TOP OF A 35 CM ROUND CONCRETE POST
 EL0783'PROJECTING 20 CM.  IT IS 16.9 M (55.4 FT)  EAST FROM A STEEL FENCE
 EL0783'CORNER POST, 8.0 M (26.2 FT)  SOUTH FROM THE CENTER OF THE PAVED
 EL0783'ROAD, 0.9 M (3.0 FT)  SOUTH FROM A FENCE, AND 0.3 M (1.0 FT)
 EL0783'NORTHWEST FROM A STEEL WITNESS POST.
 EL0783'DESCRIBED BY D.G. AUG
 EL0783
 EL0783                          STATION RECOVERY (1994)
 EL0783
 EL0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0783'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL0783'IN MANNSVILLE, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG GRAND AVENUE,
 EL0783'THENCE 0.9 KM (0.55 MI) WESTERLY ALONG A PAVED ROAD, 16.9 M
 EL0783'(55.4 FT) EAST OF A FENCE CORNER, 8.4 M (27.6 FT) SOUTH OF AND LEVEL
 EL0783'WITH THE ROAD CENTER, 8.1 M (26.6 FT) EAST OF REFERENCE MARK 1, 0.9 M
 EL0783'(3.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 EL0783'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 EL0783'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DENNIS JAMES,
 EL0783'BOX 321, MANNSVILLE, OK 73447, TELEPHONE NUMBER (405) 371-3965.
 EL0783
 EL0783                          STATION RECOVERY (2002)
 EL0783
 EL0783'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EL0783'RECOVERED IN GOOD CONDITION.
 EL0783
 EL0783                          STATION RECOVERY (2009)
 EL0783
 EL0783'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (KEG)
 EL0783'RECOVERED IN GOOD CONDITION.
 EL0783
 EL0783                          STATION RECOVERY (2011)
 EL0783
 EL0783'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 EL0783'RECOVERED IN GOOD CONDITION.
 EL0783
 EL0783                          STATION RECOVERY (2011)
 EL0783
 EL0783'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 EL0783'RECOVERED AS DESCRIBED.
 EL0783
 EL0783                          STATION RECOVERY (2012)
 EL0783
 EL0783'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BJM)
 EL0783'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EL0783
 EL0783                          STATION RECOVERY (2016)
 EL0783
 EL0783'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 EL0783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1071 ***********************************************************************
 EL1071  DESIGNATION -  MANN AZ MK
 EL1071  PID         -  EL1071
 EL1071  STATE/COUNTY-  OK/JOHNSTON
 EL1071  COUNTRY     -  US
 EL1071  USGS QUAD   -  MANNSVILLE (2018)
 EL1071
 EL1071                         *CURRENT SURVEY CONTROL
 EL1071  ______________________________________________________________________
 EL1071* NAD 83(1986) POSITION- 34 12 06.31   (N) 096 52 59.42   (W)   HD_HELD1
 EL1071* NAVD 88 ORTHO HEIGHT -   222.869 (meters)      731.20  (feet) ADJUSTED
 EL1071  ______________________________________________________________________
 EL1071  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 EL1071  DYNAMIC HEIGHT  -        222.641 (meters)      730.45  (feet) COMP
 EL1071  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EL1071
 EL1071  VERT ORDER      -  FIRST     CLASS II
 EL1071
 EL1071.The horizontal coordinates were determined by differentially corrected
 EL1071.hand held GPS observations or other comparable positioning techniques
 EL1071.and have an estimated accuracy of +/- 3 meters.
 EL1071
 EL1071.The orthometric height was determined by differential leveling and
 EL1071.adjusted by the NATIONAL GEODETIC SURVEY
 EL1071.in August 1994.
 EL1071
 EL1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1071.GEOID18 height accuracy estimate available here.
 EL1071
 EL1071.Click photographs - Photos may exist for this station.
 EL1071
 EL1071.The dynamic height is computed by dividing the NAVD 88
 EL1071.geopotential number by the normal gravity value computed on the
 EL1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1071.degrees latitude (g = 980.6199 gals.).
 EL1071
 EL1071.The modeled gravity was interpolated from observed gravity values.
 EL1071
 EL1071;                    North         East    Units  Estimated Accuracy
 EL1071;SPC OK S     -    96,897.4     702,926.9     MT  (+/- 3 meters HH1 GPS) 
 EL1071
 EL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9503786552(NAD 83)
 EL1071
 EL1071                          SUPERSEDED SURVEY CONTROL
 EL1071
 EL1071.No superseded survey control is available for this station.
 EL1071
 EL1071_MARKER: DZ = AZIMUTH MARK DISK
 EL1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1071_STAMPING: MANN 1955
 EL1071_MARK LOGO: CGS
 EL1071_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1071+STABILITY: SURFACE MOTION
 EL1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1071+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1994
 EL1071
 EL1071  HISTORY     - Date     Condition        Report By
 EL1071  HISTORY     - 1955     MONUMENTED       CGS
 EL1071  HISTORY     - 19940228 GOOD             NGS
 EL1071
 EL1071                          STATION DESCRIPTION
 EL1071
 EL1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1071'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1071'IN MANNSVILLE, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG GRAND AVENUE,
 EL1071'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, 11.0 M
 EL1071'(36.1 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, 9.3 M (30.5 FT) NORTH OF
 EL1071'THE ROAD CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.7 M
 EL1071'(2.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 EL1071'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1070 ***********************************************************************
 EL1070  DESIGNATION -  MANN RM 1
 EL1070  PID         -  EL1070
 EL1070  STATE/COUNTY-  OK/JOHNSTON
 EL1070  COUNTRY     -  US
 EL1070  USGS QUAD   -  MANNSVILLE (2018)
 EL1070
 EL1070                         *CURRENT SURVEY CONTROL
 EL1070  ______________________________________________________________________
 EL1070* NAD 83(1986) POSITION- 34 12 05.79   (N) 096 53 24.33   (W)   HD_HELD1
 EL1070* NAVD 88 ORTHO HEIGHT -   224.569 (meters)      736.77  (feet) ADJUSTED
 EL1070  ______________________________________________________________________
 EL1070  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 EL1070  DYNAMIC HEIGHT  -        224.339 (meters)      736.02  (feet) COMP
 EL1070  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 EL1070
 EL1070  VERT ORDER      -  FIRST     CLASS II
 EL1070
 EL1070.The horizontal coordinates were determined by differentially corrected
 EL1070.hand held GPS observations or other comparable positioning techniques
 EL1070.and have an estimated accuracy of +/- 3 meters.
 EL1070
 EL1070.The orthometric height was determined by differential leveling and
 EL1070.adjusted by the NATIONAL GEODETIC SURVEY
 EL1070.in August 1994.
 EL1070
 EL1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1070.GEOID18 height accuracy estimate available here.
 EL1070
 EL1070.Click photographs - Photos may exist for this station.
 EL1070
 EL1070.The dynamic height is computed by dividing the NAVD 88
 EL1070.geopotential number by the normal gravity value computed on the
 EL1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1070.degrees latitude (g = 980.6199 gals.).
 EL1070
 EL1070.The modeled gravity was interpolated from observed gravity values.
 EL1070
 EL1070;                    North         East    Units  Estimated Accuracy
 EL1070;SPC OK S     -    96,874.3     702,289.4     MT  (+/- 3 meters HH1 GPS) 
 EL1070
 EL1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9440086522(NAD 83)
 EL1070
 EL1070                          SUPERSEDED SURVEY CONTROL
 EL1070
 EL1070.No superseded survey control is available for this station.
 EL1070
 EL1070_MARKER: DR = REFERENCE MARK DISK
 EL1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1070_STAMPING: MANN NO 1 1955
 EL1070_MARK LOGO: CGS
 EL1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1070+STABILITY: SURFACE MOTION
 EL1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1070+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1994
 EL1070
 EL1070  HISTORY     - Date     Condition        Report By
 EL1070  HISTORY     - 1955     MONUMENTED       CGS
 EL1070  HISTORY     - 19940228 GOOD             NGS
 EL1070
 EL1070                          STATION DESCRIPTION
 EL1070
 EL1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1070'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1070'IN MANNSVILLE, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG GRAND AVENUE,
 EL1070'THENCE 0.9 KM (0.55 MI) WESTERLY ALONG A PAVED ROAD, 8.8 M (28.9 FT)
 EL1070'EAST OF A FENCE CORNER, 8.5 M (27.9 FT) SOUTH OF AND LEVEL WITH THE
 EL1070'ROAD CENTER, 8.1 M (26.6 FT) WEST OF TRIANGULATION STATION MANN, 1.0
 EL1070'M (3.3 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST,
 EL1070'AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 EL1070'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DENNIS JAMES, BOX 321,
 EL1070'MANNSVILLE, OK 73447, TELEPHONE NUMBER (405) 371-3965.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0953 ***********************************************************************
 GH0953  DESIGNATION -  MANNFORD
 GH0953  PID         -  GH0953
 GH0953  STATE/COUNTY-  OK/CREEK
 GH0953  COUNTRY     -  US
 GH0953  USGS QUAD   -  OLIVE (2018)
 GH0953
 GH0953                         *CURRENT SURVEY CONTROL
 GH0953  ______________________________________________________________________
 GH0953* NAD 83(1993) POSITION- 36 07 07.98780(N) 096 23 34.68541(W)   ADJUSTED
 GH0953* NAVD 88 ORTHO HEIGHT -   282.4   (meters)      927.    (feet) VERTCON3
 GH0953  ______________________________________________________________________
 GH0953  GEOID HEIGHT    -        -28.415 (meters)                     GEOID18
 GH0953  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 GH0953  HORZ ORDER      -  SECOND
 GH0953
 GH0953.The horizontal coordinates were established by classical geodetic methods
 GH0953.and adjusted by the National Geodetic Survey in November 1994.
 GH0953
 GH0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0953
 GH0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0953.GEOID18 height accuracy estimate available here.
 GH0953
 GH0953.Click photographs - Photos may exist for this station.
 GH0953
 GH0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0953
 GH0953. The following values were computed from the NAD 83(1993) position.
 GH0953
 GH0953;                    North         East     Units Scale Factor Converg.
 GH0953;SPC OK N     -   125,340.724   744,663.675   MT  0.99994577   +0 56 54.2
 GH0953;SPC OK N     -   411,222.03  2,443,117.41   sFT  0.99994577   +0 56 54.2
 GH0953;UTM  14      - 4,000,282.627   734,637.324   MT  1.00027841   +1 32 14.8
 GH0953
 GH0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0953!SPC OK N     -   0.99996015  x   0.99994577  =   0.99990592
 GH0953!UTM  14      -   0.99996015  x   1.00027841  =   1.00023855
 GH0953
 GH0953:                Primary Azimuth Mark                     Grid Az
 GH0953:SPC OK N     -  KEYSTONE                                 091 30 27.8
 GH0953:UTM  14      -  KEYSTONE                                 090 55 07.2
 GH0953
 GH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3463700282(NAD 83)
 GH0953
 GH0953|---------------------------------------------------------------------|
 GH0953| PID    Reference Object                     Distance      Geod. Az  |
 GH0953|                                                           dddmmss.s |
 GH0953| GH0949 KEYSTONE                            APPROX.12.7 KM 0922722.0 |
 GH0953| CI2430 MANNFORD RM 1                        10.611 METERS 14429     |
 GH0953| CI2431 MANNFORD RM 2                        11.831 METERS 32539     |
 GH0953|---------------------------------------------------------------------|
 GH0953
 GH0953                          SUPERSEDED SURVEY CONTROL
 GH0953
 GH0953  NAD 83(1986)-  36 07 08.00512(N)    096 23 34.66878(W) AD(       ) 2
 GH0953  NAD 27      -  36 07 07.73975(N)    096 23 33.62936(W) AD(       ) 2
 GH0953  NGVD 29 (07/19/86)  282.2    (m)          926.     (f) VERT ANG       
 GH0953
 GH0953.Superseded values are not recommended for survey control.
 GH0953
 GH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0953.See file dsdata.pdf to determine how the superseded data were derived.
 GH0953
 GH0953_MARKER: DD = SURVEY DISK
 GH0953_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0953+WITH SETTING: INFORMATION.
 GH0953_STAMPING: MANNFORD ET 1970
 GH0953_MARK LOGO: USGS
 GH0953_PROJECTION: FLUSH
 GH0953_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0953
 GH0953  HISTORY     - Date     Condition        Report By
 GH0953  HISTORY     - 1970     MONUMENTED       USGS
 GH0953
 GH0953                          STATION DESCRIPTION
 GH0953
 GH0953'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 GH0953'STATION IS ABOUT 2.2 MI W. OF MANNFORD, OKLAHOMA, ABOUT 170 FT
 GH0953'S. AND ABOUT 1000 FT E. OF THE QUARTER COR. BETWEEN SECS. 18 AND 19,
 GH0953'T. 19 N., R. 9 E.
 GH0953'
 GH0953'TO REACH THE STATION FROM THE JCT. OF ST. HWY. 48 AND ST. HWY. 51
 GH0953'ABOUT 2.3 MI W. OF MANNFORD, GO S. ON ST. HWY. 48 FOR 0.3 MI AND
 GH0953'STATION ON RIGHT (W.) ON TOP OF CUT BANK.
 GH0953'
 GH0953'STATION MARK, STAMPED ET MANNFORD 1970 IS 127 FT SE. (PARALLEL)
 GH0953'TO HWY. FROM CROSSROADS, 119 FT SW. (NORMAL) TO HWY., 3 FT (NORMAL)
 GH0953'NE. OF RIGHT-OF-WAY FENCE, 8 FT N. OF NE. YARD FENCE COR., 3 FT
 GH0953'(NORMAL) NE. OF USGS WITNESS POST.
 GH0953'
 GH0953'REFERENCE MARK 1, STAMPED MANNFORD NO 1 1970 IS 164 FT
 GH0953'SE. (PARALLEL) TO HWY. FROM CROSSROADS, 118 FT SW. (NORMAL) TO
 GH0953'HWY., 3.5 FT (NORMAL) NE. OF RIGHT-OF-WAY FENCE.
 GH0953'
 GH0953'REFERENCE MARK 2, STAMPED MANNFORD NO 2 1970 IS 90 FT
 GH0953'SE. (PARALLEL) TO HWY. FROM CROSSROADS, 120 FT. SW. (NORMAL) TO
 GH0953'HWY., 2.5 FT (NORMAL) NE. OF RIGHT-OF-WAY FENCE.
 GH0953'
 GH0953'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS
 GH0953'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 GH0953'TO WITHIN 1 IN. OF CAP.  ALL MARKS FLUSH WITH THE GROUND.
 GH0953'
 GH0953'NO AZIMUTH MARK SET.
 GH0953'
 GH0953'REFERENCE AZIMUTH USED - CREEK COUNTY NO. 5 STAND PIPE - CENTER
 GH0953'VENT PIPE, T. 19 N., R. 9 E., NEAR THE CENTER OF SEC. 17.
 GH0953'
 GH0953'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1010 ***********************************************************************
 EL1010  DESIGNATION -  MAR
 EL1010  PID         -  EL1010
 EL1010  STATE/COUNTY-  OK/GRADY
 EL1010  COUNTRY     -  US
 EL1010  USGS QUAD   -  MARLOW (2018)
 EL1010
 EL1010                         *CURRENT SURVEY CONTROL
 EL1010  ______________________________________________________________________
 EL1010* NAD 83(1993) POSITION- 34 41 55.28186(N) 097 57 28.70265(W)   ADJUSTED
 EL1010* NAVD 88 ORTHO HEIGHT -   410.8   (meters)     1348.    (feet) VERTCON3
 EL1010  ______________________________________________________________________
 EL1010  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 EL1010  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 EL1010  HORZ ORDER      -  THIRD
 EL1010
 EL1010.The horizontal coordinates were established by classical geodetic methods
 EL1010.and adjusted by the National Geodetic Survey in November 1994.
 EL1010
 EL1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1010
 EL1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1010.GEOID18 height accuracy estimate available here.
 EL1010
 EL1010.Click photographs - Photos may exist for this station.
 EL1010
 EL1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1010
 EL1010. The following values were computed from the NAD 83(1993) position.
 EL1010
 EL1010;                    North         East     Units Scale Factor Converg.
 EL1010;SPC OK S     -   151,451.014   603,850.343   MT  0.99993793   +0 01 25.9
 EL1010;SPC OK S     -   496,885.54  1,981,132.33   sFT  0.99993793   +0 01 25.9
 EL1010;UTM  14      - 3,840,123.752   595,435.801   MT  0.99971226   +0 35 35.6
 EL1010
 EL1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1010!SPC OK S     -   0.99993961  x   0.99993793  =   0.99987755
 EL1010!UTM  14      -   0.99993961  x   0.99971226  =   0.99965189
 EL1010
 EL1010:                Primary Azimuth Mark                     Grid Az
 EL1010:SPC OK S     -  MAR AZ MK                                182 36 20.9
 EL1010:UTM  14      -  MAR AZ MK                                182 02 11.2
 EL1010
 EL1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9543540123(NAD 83)
 EL1010
 EL1010|---------------------------------------------------------------------|
 EL1010| PID    Reference Object                     Distance      Geod. Az  |
 EL1010|                                                           dddmmss.s |
 EL1010| CY1565 MAR RM 1                              7.508 METERS 00227     |
 EL1010| CY1566 MAR RM 2                              8.170 METERS 18002     |
 EL1010| EL1009 MARLOW CITY HALL SPIRE              APPROX. 5.7 KM 1804249.3 |
 EL1010| CY1564 MAR AZ MK                                          1823746.8 |
 EL1010| EL1011 MARLOW GRADE SCH FLAGSTAFF          APPROX. 5.7 KM 1824742.5 |
 EL1010|---------------------------------------------------------------------|
 EL1010
 EL1010                          SUPERSEDED SURVEY CONTROL
 EL1010
 EL1010  NAD 83(1986)-  34 41 55.28638(N)    097 57 28.68685(W) AD(       ) 3
 EL1010  NAD 27      -  34 41 55.02200(N)    097 57 27.54800(W) AD(       ) 3
 EL1010  NGVD 29 (07/19/86)  410.7    (m)         1347.     (f) VERT ANG       
 EL1010
 EL1010.Superseded values are not recommended for survey control.
 EL1010
 EL1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1010.See file dsdata.pdf to determine how the superseded data were derived.
 EL1010
 EL1010_MARKER: DS = TRIANGULATION STATION DISK
 EL1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1010_STAMPING: MAR 1948
 EL1010_MARK LOGO: CGS
 EL1010_PROJECTION: FLUSH
 EL1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1010+STABILITY: SURFACE MOTION
 EL1010
 EL1010  HISTORY     - Date     Condition        Report By
 EL1010  HISTORY     - 1948     MONUMENTED       CGS
 EL1010  HISTORY     - 1954     SEE DESCRIPTION  CGS
 EL1010
 EL1010                          STATION DESCRIPTION
 EL1010
 EL1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1010'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EL1010'81, ABOUT 3-1/2 MILES NORTH OF MARLOW.  IT IS SITUATED 34
 EL1010'FEET EAST OF CENTER OF THE HIGHWAY, 3 FEET WEST OF THE FENCE LINE
 EL1010'AND IS WITNESSED BY A REFERENCE POST.  THE DISK IS STAMPED
 EL1010'MAR 1948 AND IT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 EL1010'
 EL1010'REFERENCE MARK NO. 1 IS SET 1 FOOT WEST OF THE FENCE LINE.
 EL1010'THE DISK IS STAMPED MAR NO 1 1948 AND IS SET FLUSH.
 EL1010'
 EL1010'REFERENCE MARK NO. 2 IS SET 2 FEET WEST OF THE FENCE LINE.
 EL1010'THE DISK IS STAMPED MAR NO 2 1948 AND IS SET FLUSH.
 EL1010'
 EL1010'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTH OF THE STATION,
 EL1010'36 FEET WEST OF CENTER OF THE HIGHWAY, IS SET IN THE FENCE LINE
 EL1010'AND IS WITNESSED BY A REFERENCE POST.  THE DISK IS STAMPED MAR
 EL1010'1948 AND PROJECTS 4 INCHES.
 EL1010'
 EL1010'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MARLOW, GO
 EL1010'NORTH ON U.S. HIGHWAY 81 FOR 3.25 MILES TO THE AZIMUTH MARK ON
 EL1010'THE LEFT.  THENCE CONTINUE NORTH FOR 0.4 MILE TO AN END ZONE SIGN
 EL1010'ON THE LEFT AT TOP OF GRADE AND THE STATION ON THE RIGHT AS
 EL1010'DESCRIBED.
 EL1010'
 EL1010'A 4 FOOT SIGNAL AT STONE IS VISIBLE FROM THE GROUND.
 EL1010'
 EL1010'A 100 FOOT SIGNAL AT BURNS IS VISIBLE FROM THE GROUND.
 EL1010'
 EL1010'A 74 FOOT SIGNAL AT RUSH IS VISIBLE FROM THE GROUND.
 EL1010
 EL1010                          STATION RECOVERY (1954)
 EL1010
 EL1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 EL1010'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1948 AND
 EL1010'THE STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 EL1010'THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE DESTROYED BY
 EL1010'ROAD GRADING MACHINES, AND THE STATION MARK WAS IN DANGER OF
 EL1010'BEING DESTROYED BY THE CONSTRUCTION ON HIGHWAY 81.  A COMPLETE
 EL1010'NEW STATION, MAR 2 1954, WAS ESTABLISHED JUST TO THE EAST OF THE
 EL1010'ORIGINAL STATION, AND THE OLD STATION DESTROYED BY THIS PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1015 ***********************************************************************
 EL1015  DESIGNATION -  MAR 2
 EL1015  PID         -  EL1015
 EL1015  STATE/COUNTY-  OK/GRADY
 EL1015  COUNTRY     -  US
 EL1015  USGS QUAD   -  MARLOW (2018)
 EL1015
 EL1015                         *CURRENT SURVEY CONTROL
 EL1015  ______________________________________________________________________
 EL1015* NAD 83(1993) POSITION- 34 41 55.29067(N) 097 57 28.30605(W)   ADJUSTED
 EL1015* NAVD 88 ORTHO HEIGHT -   411.5   (meters)     1350.    (feet) VERTCON3
 EL1015  ______________________________________________________________________
 EL1015  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 EL1015  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 EL1015  HORZ ORDER      -  SECOND
 EL1015
 EL1015.The horizontal coordinates were established by classical geodetic methods
 EL1015.and adjusted by the National Geodetic Survey in November 1994.
 EL1015
 EL1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1015
 EL1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1015.GEOID18 height accuracy estimate available here.
 EL1015
 EL1015.Click photographs - Photos may exist for this station.
 EL1015
 EL1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1015
 EL1015. The following values were computed from the NAD 83(1993) position.
 EL1015
 EL1015;                    North         East     Units Scale Factor Converg.
 EL1015;SPC OK S     -   151,451.290   603,860.436   MT  0.99993793   +0 01 26.1
 EL1015;SPC OK S     -   496,886.44  1,981,165.45   sFT  0.99993793   +0 01 26.1
 EL1015;UTM  14      - 3,840,124.128   595,445.888   MT  0.99971228   +0 35 35.9
 EL1015
 EL1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1015!SPC OK S     -   0.99993950  x   0.99993793  =   0.99987744
 EL1015!UTM  14      -   0.99993950  x   0.99971228  =   0.99965180
 EL1015
 EL1015:                Primary Azimuth Mark                     Grid Az
 EL1015:SPC OK S     -  RUSH SPRINGS MUNICIPAL TANK              359 50 02.3
 EL1015:UTM  14      -  RUSH SPRINGS MUNICIPAL TANK              359 15 52.5
 EL1015
 EL1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9544540124(NAD 83)
 EL1015
 EL1015|---------------------------------------------------------------------|
 EL1015| PID    Reference Object                     Distance      Geod. Az  |
 EL1015|                                                           dddmmss.s |
 EL1015| CY1569 MAR 2 RM 2                            7.032 METERS 20721     |
 EL1015| EL1010 MAR                                  10.097 METERS 26828     |
 EL1015| CY1568 MAR 2 RM 1                            5.488 METERS 33703     |
 EL1015| CY1567 MAR 2 AZ MK                                        3555050.2 |
 EL1015| EL1025 RUSH SPRINGS MUNICIPAL TANK         APPROX. 9.5 KM 3595128.4 |
 EL1015|---------------------------------------------------------------------|
 EL1015
 EL1015                          SUPERSEDED SURVEY CONTROL
 EL1015
 EL1015  NAD 83(1986)-  34 41 55.29518(N)    097 57 28.29032(W) AD(       ) 2
 EL1015  NAD 27      -  34 41 55.03100(N)    097 57 27.15100(W) AD(       ) 2
 EL1015  NGVD 29 (07/19/86)  411.4    (m)         1350.     (f) VERT ANG       
 EL1015
 EL1015.Superseded values are not recommended for survey control.
 EL1015
 EL1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1015.See file dsdata.pdf to determine how the superseded data were derived.
 EL1015
 EL1015_MARKER: DS = TRIANGULATION STATION DISK
 EL1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1015_STAMPING: MAR 2 1954
 EL1015_MARK LOGO: CGS
 EL1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1015+STABILITY: SURFACE MOTION
 EL1015
 EL1015  HISTORY     - Date     Condition        Report By
 EL1015  HISTORY     - 1954     MONUMENTED       CGS
 EL1015  HISTORY     - 1965     GOOD             OKDH
 EL1015  HISTORY     - 1976     GOOD             OKDH
 EL1015  HISTORY     - 1976     GOOD             DMA
 EL1015
 EL1015                          STATION DESCRIPTION
 EL1015
 EL1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 EL1015'THE STATION IS LOCATED ON LAND OWNED BY MR. TED STOVER.  IT IS
 EL1015'7 MILES SOUTH OF RUSH SPRINGS AND 3 MILES NORTH OF MARLOW.
 EL1015'
 EL1015'REACHED FROM THE JUNCTION OF STATE HIGHWAY 29 AND U.S. HIGHWAY
 EL1015'81 IN MARLOW BY GOING NORTH ON HIGHWAY 81 FOR 3.6 MILES TO
 EL1015'THE STATION ON THE RIGHT.
 EL1015'
 EL1015'THE STATION MARK IS 72 FEET EAST OF THE CENTER LINE OF HIGHWAY
 EL1015'81, 2 FEET SOUTH OF A WITNESS POST, AND PROJECTS 3 INCHES.
 EL1015'THE DISK IS STAMPED MAR 2 1954.
 EL1015'
 EL1015'REFERENCE MARK NO. 1, NORTH-NORTHWEST OF THE STATION, IS
 EL1015'66 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND PROJECTS
 EL1015'1 INCH.  THE DISK IS STAMPED MAR 2 NO 1 1954.
 EL1015'
 EL1015'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 65 FEET
 EL1015'EAST OF THE CENTER LINE OF THE HIGHWAY AND PROJECTS 4 INCHES.
 EL1015'THE DISK IS STAMPED MAR 2 NO 2 1954.
 EL1015'
 EL1015'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE NORTH OF THE STATION,
 EL1015'IS 65 FEET WEST OF THE CENTER LINE OF HIGHWAY 81, 4 FEET
 EL1015'SOUTH OF TELEPHONE POLE NO. 5, 2 FEET EAST OF A WIRE FENCE,
 EL1015'2 FEET SOUTH OF A WITNESS POST, AND PROJECTS 4 INCHES.  THE
 EL1015'DISK IS STAMPED MAR 2 1954.
 EL1015
 EL1015                          STATION RECOVERY (1965)
 EL1015
 EL1015'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1965 (ITS)
 EL1015'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 EL1015
 EL1015                          STATION RECOVERY (1976)
 EL1015
 EL1015'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EL1015'MAR 2 IN GOOD CONDITION.
 EL1015'
 EL1015'R.M. NO. 1 IN GOOD CONDITION.
 EL1015'
 EL1015'R.M. NO. 2 IN GOOD CONDITION.
 EL1015'
 EL1015'AZI. MARK HAS BEEN DESTROYED.
 EL1015'
 EL1015'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.6 MILES NORTH OF JCT.
 EL1015'US 81 AND SH 29 IN MARLOW, OK.
 EL1015
 EL1015                          STATION RECOVERY (1976)
 EL1015
 EL1015'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1015'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0838 ***********************************************************************
 EM0838  DESIGNATION -  MARCY
 EM0838  PID         -  EM0838
 EM0838  STATE/COUNTY-  OK/COMANCHE
 EM0838  COUNTRY     -  US
 EM0838  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0838
 EM0838                         *CURRENT SURVEY CONTROL
 EM0838  ______________________________________________________________________
 EM0838* NAD 83(1993) POSITION- 34 44 31.88029(N) 098 39 53.45137(W)   ADJUSTED
 EM0838* NAVD 88 ORTHO HEIGHT -   732.    (meters)     2402.    (feet) SCALED
 EM0838  ______________________________________________________________________
 EM0838  GEOID HEIGHT    -        -25.394 (meters)                     GEOID18
 EM0838  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 EM0838  HORZ ORDER      -  THIRD
 EM0838
 EM0838.The horizontal coordinates were established by classical geodetic methods
 EM0838.and adjusted by the National Geodetic Survey in November 1994.
 EM0838
 EM0838.The orthometric height was scaled from a topographic map.
 EM0838
 EM0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0838.GEOID18 height accuracy estimate available here.
 EM0838
 EM0838.Click photographs - Photos may exist for this station.
 EM0838
 EM0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0838
 EM0838. The following values were computed from the NAD 83(1993) position.
 EM0838
 EM0838;                    North         East     Units Scale Factor Converg.
 EM0838;SPC OK S     -   156,476.050   539,121.642   MT  0.99993973   -0 22 38.6
 EM0838;SPC OK S     -   513,371.84  1,768,768.25   sFT  0.99993973   -0 22 38.6
 EM0838;UTM  14      - 3,844,504.544   530,678.886   MT  0.99961160   +0 11 27.6
 EM0838
 EM0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0838!SPC OK S     -   0.99988907  x   0.99993973  =   0.99982881
 EM0838!UTM  14      -   0.99988907  x   0.99961160  =   0.99950071
 EM0838
 EM0838:                Primary Azimuth Mark                     Grid Az
 EM0838:SPC OK S     -  KETCH                                    106 34 11.6
 EM0838:UTM  14      -  KETCH                                    106 00 05.4
 EM0838
 EM0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3067844504(NAD 83)
 EM0838
 EM0838|---------------------------------------------------------------------|
 EM0838| PID    Reference Object                     Distance      Geod. Az  |
 EM0838|                                                           dddmmss.s |
 EM0838| EM0802 KETCH                               APPROX. 7.7 KM 1061133.0 |
 EM0838|---------------------------------------------------------------------|
 EM0838
 EM0838                          SUPERSEDED SURVEY CONTROL
 EM0838
 EM0838  NAD 83(1986)-  34 44 31.88640(N)    098 39 53.43833(W) AD(       ) 3
 EM0838  NAD 27      -  34 44 31.64400(N)    098 39 52.21900(W) AD(       ) 3
 EM0838
 EM0838.Superseded values are not recommended for survey control.
 EM0838
 EM0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0838.See file dsdata.pdf to determine how the superseded data were derived.
 EM0838
 EM0838_MARKER: 03 = MOUNTAIN PEAK
 EM0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0838
 EM0838  HISTORY     - Date     Condition        Report By
 EM0838  HISTORY     - 1945     FIRST OBSERVED   USA
 EM0838
 EM0838                          STATION DESCRIPTION
 EM0838
 EM0838'DESCRIBED BY US ARMY 1945
 EM0838'SUMMIT OF MT. MARCY.  NO KNOWLEDGE OF MARKER AT THIS TIME.
 EM0838'QUAD SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0571 ***********************************************************************
 DN0571  DESIGNATION -  MARIETTA
 DN0571  PID         -  DN0571
 DN0571  STATE/COUNTY-  OK/LOVE
 DN0571  COUNTRY     -  US
 DN0571  USGS QUAD   -  MARIETTA EAST (2018)
 DN0571
 DN0571                         *CURRENT SURVEY CONTROL
 DN0571  ______________________________________________________________________
 DN0571* NAD 83(1986) POSITION- 33 56 13.11   (N) 097 07 15.06   (W)   HD_HELD1
 DN0571* NAVD 88 ORTHO HEIGHT -   256.899 (meters)      842.84  (feet) ADJUSTED
 DN0571  ______________________________________________________________________
 DN0571  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 DN0571  DYNAMIC HEIGHT  -        256.627 (meters)      841.95  (feet) COMP
 DN0571  MODELED GRAVITY -    979,567.8   (mgal)                       NAVD 88
 DN0571
 DN0571  VERT ORDER      -  SECOND    CLASS 0
 DN0571
 DN0571.The horizontal coordinates were determined by differentially corrected
 DN0571.hand held GPS observations or other comparable positioning techniques
 DN0571.and have an estimated accuracy of +/- 3 meters.
 DN0571
 DN0571.The orthometric height was determined by differential leveling and
 DN0571.adjusted by the NATIONAL GEODETIC SURVEY
 DN0571.in June 1991.
 DN0571
 DN0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0571.GEOID18 height accuracy estimate available here.
 DN0571
 DN0571.Click photographs - Photos may exist for this station.
 DN0571
 DN0571.The dynamic height is computed by dividing the NAVD 88
 DN0571.geopotential number by the normal gravity value computed on the
 DN0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0571.degrees latitude (g = 980.6199 gals.).
 DN0571
 DN0571.The modeled gravity was interpolated from observed gravity values.
 DN0571
 DN0571;                    North         East    Units  Estimated Accuracy
 DN0571;SPC OK S     -    67,312.5     681,278.9     MT  (+/- 3 meters HH1 GPS) 
 DN0571
 DN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7367556758(NAD 83)
 DN0571
 DN0571                          SUPERSEDED SURVEY CONTROL
 DN0571
 DN0571  NGVD 29 (??/??/92)  256.843  (m)          842.66   (f) ADJ UNCH    2 0
 DN0571
 DN0571.Superseded values are not recommended for survey control.
 DN0571
 DN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0571.See file dsdata.pdf to determine how the superseded data were derived.
 DN0571
 DN0571_MARKER: DB = BENCH MARK DISK
 DN0571_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN0571_SP_SET: STEP
 DN0571_STAMPING: MARIETTA 1934
 DN0571_MARK LOGO: CGS
 DN0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0571+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 DN0571
 DN0571  HISTORY     - Date     Condition        Report By
 DN0571  HISTORY     - 1934     MONUMENTED       CGS
 DN0571  HISTORY     - 20120714 GOOD             GEOCAC
 DN0571  HISTORY     - 20220324 GOOD             GEOCAC
 DN0571
 DN0571                          STATION DESCRIPTION
 DN0571
 DN0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0571'IN MARIETTA.
 DN0571'EAST ENTRANCE OF MARIETTA COURT HOUSE IN THE NORTH EDGE OF THE STEPS.
 DN0571'SECOND STEP.
 DN0571
 DN0571                          STATION RECOVERY (2012)
 DN0571
 DN0571'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 DN0571'RECOVERED IN GOOD CONDITION.
 DN0571
 DN0571                          STATION RECOVERY (2022)
 DN0571
 DN0571'RECOVERY NOTE BY GEOCACHING 2022 (MFM)
 DN0571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1271 ***********************************************************************
 DN1271  DESIGNATION -  MARIETTA NORTH BASE
 DN1271  PID         -  DN1271
 DN1271  STATE/COUNTY-  OK/LOVE
 DN1271  COUNTRY     -  US
 DN1271  USGS QUAD   -  MARIETTA EAST (2018)
 DN1271
 DN1271                         *CURRENT SURVEY CONTROL
 DN1271  ______________________________________________________________________
 DN1271* NAD 83(1993) POSITION- 33 57 03.47698(N) 097 06 55.23927(W)   ADJUSTED
 DN1271* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 DN1271  ______________________________________________________________________
 DN1271  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 DN1271  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 DN1271  HORZ ORDER      -  FIRST
 DN1271
 DN1271.The horizontal coordinates were established by classical geodetic methods
 DN1271.and adjusted by the National Geodetic Survey in November 1994.
 DN1271
 DN1271.The orthometric height was scaled from a topographic map.
 DN1271
 DN1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1271.GEOID18 height accuracy estimate available here.
 DN1271
 DN1271.Click photographs - Photos may exist for this station.
 DN1271
 DN1271.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1271
 DN1271. The following values were computed from the NAD 83(1993) position.
 DN1271
 DN1271;                    North         East     Units Scale Factor Converg.
 DN1271;SPC OK S     -    68,868.753   681,774.337   MT  0.99999658   +0 30 07.7
 DN1271;SPC OK S     -   225,946.90  2,236,787.97   sFT  0.99999658   +0 30 07.7
 DN1271;SPC TXNC     - 2,254,161.483   727,990.319   MT  0.99999566   +0 45 18.7
 DN1271;SPC TXNC     - 7,395,528.13  2,388,414.90   sFT  0.99999566   +0 45 18.7
 DN1271;UTM  14      - 3,758,319.192   674,155.725   MT  0.99997390   +1 03 10.1
 DN1271
 DN1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1271!SPC OK S     -   0.99996265  x   0.99999658  =   0.99995923
 DN1271!SPC TXNC     -   0.99996265  x   0.99999566  =   0.99995831
 DN1271!UTM  14      -   0.99996265  x   0.99997390  =   0.99993655
 DN1271
 DN1271:                Primary Azimuth Mark                     Grid Az
 DN1271:SPC OK S     -  MARIETTA NORTH BASE AZ MK                316 49 04.3
 DN1271:SPC TXNC     -  MARIETTA NORTH BASE AZ MK                316 33 53.3
 DN1271:UTM  14      -  MARIETTA NORTH BASE AZ MK                316 16 01.9
 DN1271
 DN1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7415558319(NAD 83)
 DN1271
 DN1271|---------------------------------------------------------------------|
 DN1271| PID    Reference Object                     Distance      Geod. Az  |
 DN1271|                                                           dddmmss.s |
 DN1271| CY1571 MARIETTA NORTH BASE RM 1             25.173 METERS 00320     |
 DN1271| CY1572 MARIETTA NORTH BASE RM 2              9.088 METERS 13506     |
 DN1271| DN1273 MARIETTA ATT CO RELAY TOWER         APPROX. 3.4 KM 1430130.4 |
 DN1271| DN1274 MARIETTA TEX WATER CO WTR TANK      APPROX. 1.6 KM 1934903.1 |
 DN1271| CY1570 MARIETTA NORTH BASE AZ MK                          3171912.0 |
 DN1271|---------------------------------------------------------------------|
 DN1271
 DN1271                          SUPERSEDED SURVEY CONTROL
 DN1271
 DN1271  NAD 83(1986)-  33 57 03.48196(N)    097 06 55.23065(W) AD(       ) 1
 DN1271  NAD 27      -  33 57 03.12190(N)    097 06 54.18800(W) AD(       ) 1
 DN1271
 DN1271.Superseded values are not recommended for survey control.
 DN1271
 DN1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1271.See file dsdata.pdf to determine how the superseded data were derived.
 DN1271
 DN1271_MARKER: DS = TRIANGULATION STATION DISK
 DN1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1271_STAMPING: MARIETTA N BASE 1954
 DN1271_MARK LOGO: CGS
 DN1271_PROJECTION: FLUSH
 DN1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1271+STABILITY: SURFACE MOTION
 DN1271
 DN1271  HISTORY     - Date     Condition        Report By
 DN1271  HISTORY     - 1954     MONUMENTED       CGS
 DN1271  HISTORY     - 1957     GOOD             CGS
 DN1271
 DN1271                          STATION DESCRIPTION
 DN1271
 DN1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 DN1271'THE STATION IS LOCATED 1 MILE NORTH OF MARIETTA, 123 FEET
 DN1271'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 48 FEET WEST
 DN1271'OF THE CENTER OF A TRACK ROAD AND 34 FEET NORTHWEST OF A
 DN1271'TELEPHONE POLE.  IT IS SET FLUSH AND IS STAMPED MARIETTA N
 DN1271'BASE 1954.
 DN1271'
 DN1271'REFERENCE MARK NO. 1 IS 150 FEET EAST OF THE EAST RAIL OF THE
 DN1271'RAILROAD TRACKS, 33 FEET WEST OF THE CENTER OF A TRACK ROAD AND 5
 DN1271'FEET WEST OF A TELEPHONE POLE.  IT IS SET FLUSH AND IS STAMPED
 DN1271'MARIETTA N BASE NO 1 1954.
 DN1271'
 DN1271'REFERENCE MARK NO. 2 IS 150 FEET EAST OF THE EAST RAIL OF
 DN1271'THE RAILROAD TRACKS, 34 FEET WEST OF THE CENTER OF A TRACK ROAD
 DN1271'AND 8 FEET SOUTHWEST OF A TELEPHONE POLE.  IT IS SET FLUSH AND
 DN1271'IS STAMPED MARIETTA N BASE NO 2 1954.
 DN1271'
 DN1271'THE AZIMUTH MARK IS 120 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 DN1271'57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE,
 DN1271'49 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77 AND 2 FEET
 DN1271'NORTHEAST OF A WITNESS POST.  IT PROJECTS 8 INCHES AND IS
 DN1271'STAMPED MARIETTA N BASE 1954.
 DN1271'
 DN1271'TO REACH THE STATION FROM THE MARIETTA RAILROAD DEPOT GO NORTH
 DN1271'ALONG THE WEST SIDE OF THE RAILROAD TRACKS FOR 1.0 MILE TO THE END
 DN1271'OF TRUCK TRAVEL.  FROM HERE PACK EAST DOWN A STEEP BANK, ACROSS
 DN1271'THE RAILROAD TRACKS AND THEN UP A STEEP BANK TO THE STATION AND
 DN1271'REFERENCE MARKS AS DESCRIBED.
 DN1271'
 DN1271'TO REACH THE AZIMUTH MARK FROM THE MARIETTA RAILROAD DEPOT
 DN1271'GO WEST ON THE MAIN STREET FOR 0.5 MILE TO THE JUNCTION WITH
 DN1271'U.S. HIGHWAY 77, GO NORTH ON U.S. HIGHWAY 77 FOR 1.6 MILES TO THE
 DN1271'AZIMUTH MARK ON THE LEFT.
 DN1271'
 DN1271'THE STATION WAS MARKED IN 1954 AND WAS OCCUPIED IN 1955.
 DN1271
 DN1271                          STATION RECOVERY (1957)
 DN1271
 DN1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1271'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1271'IN GOOD CONDITION AS DESCRIBED.  DIRECTION CHANGES FOR PROCEEDING
 DN1271'TO STATION SITE ARE--THE TRACK ROAD ALONG RAILROAD TRACK IS
 DN1271'GONE.
 DN1271'
 DN1271'TO REACH THE STATION FROM THE DEPOT IN MARIETTA, GO EASTERLY
 DN1271'ON S.H. 32 FOR 0.12 MILE TO NORTH EAST 2ND AVENUE.  TURN
 DN1271'LEFT AND GO NORTH FOR 0.21 MILES TO DEXTER STREET.  TURN
 DN1271'RIGHT AND GO EAST ON DEXTER FOR 0.31 MILE TO NORTH-SOUTH T
 DN1271'ROAD.  GO NORTH FOR 0.86 MILE TO DRIVE AND GATE LEFT.  TURN
 DN1271'LEFT AND GO WEST 0.19 MILE TO A HOUSE, BEAR RIGHT AROUND
 DN1271'HOUSE AND GARAGE FOR 0.08 MILE TO IRON GATE, GO THROUGH GATE
 DN1271'0.05 MILE TO ANOTHER GATE, AFTER PASSING THROUGH THIS GATE, BEAR
 DN1271'RIGHT AND THEN LEFT ALONG FENCE FOR 0.12 MILES TO A T FENCE
 DN1271'INTERSECTION.  PACK WEST ALONG RAILROAD TRACKS FOR ABOUT
 DN1271'0.2 MILES TO STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1277 ***********************************************************************
 DN1277  DESIGNATION -  MARIETTA RED RIV VAL REA MAST
 DN1277  PID         -  DN1277
 DN1277  STATE/COUNTY-  OK/LOVE
 DN1277  COUNTRY     -  US
 DN1277  USGS QUAD   -  MARIETTA EAST (2018)
 DN1277
 DN1277                         *CURRENT SURVEY CONTROL
 DN1277  ______________________________________________________________________
 DN1277* NAD 83(1993) POSITION- 33 55 18.04739(N) 097 05 18.15398(W)   ADJUSTED
 DN1277* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 DN1277  ______________________________________________________________________
 DN1277  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 DN1277  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 DN1277  HORZ ORDER      -  THIRD
 DN1277
 DN1277.The horizontal coordinates were established by classical geodetic methods
 DN1277.and adjusted by the National Geodetic Survey in November 1994.
 DN1277
 DN1277.The orthometric height was scaled from a topographic map.
 DN1277
 DN1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1277.GEOID18 height accuracy estimate available here.
 DN1277
 DN1277.Click photographs - Photos may exist for this station.
 DN1277
 DN1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1277
 DN1277. The following values were computed from the NAD 83(1993) position.
 DN1277
 DN1277;                    North         East     Units Scale Factor Converg.
 DN1277;SPC OK S     -    65,642.629   684,296.443   MT  1.00000231   +0 31 02.8
 DN1277;SPC OK S     -   215,362.53  2,245,062.58   sFT  1.00000231   +0 31 02.8
 DN1277;SPC TXNC     - 2,250,946.540   730,526.612   MT  0.99998776   +0 46 11.6
 DN1277;SPC TXNC     - 7,384,980.44  2,396,736.06   sFT  0.99998776   +0 46 11.6
 DN1277;UTM  14      - 3,755,117.497   676,708.640   MT  0.99998495   +1 04 01.5
 DN1277
 DN1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1277!SPC OK S     -   0.99995763  x   1.00000231  =   0.99995994
 DN1277!SPC TXNC     -   0.99995763  x   0.99998776  =   0.99994539
 DN1277!UTM  14      -   0.99995763  x   0.99998495  =   0.99994258
 DN1277
 DN1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7670855117(NAD 83)
 DN1277
 DN1277                          SUPERSEDED SURVEY CONTROL
 DN1277
 DN1277  NAD 83(1986)-  33 55 18.05242(N)    097 05 18.14531(W) AD(       ) 3
 DN1277  NAD 27      -  33 55 17.69100(N)    097 05 17.10600(W) AD(       ) 3
 DN1277
 DN1277.Superseded values are not recommended for survey control.
 DN1277
 DN1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1277.See file dsdata.pdf to determine how the superseded data were derived.
 DN1277
 DN1277_MARKER: 42 = RADIO/TV MAST
 DN1277
 DN1277  HISTORY     - Date     Condition        Report By
 DN1277  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1277  HISTORY     - 1967     MARK NOT FOUND   USGS
 DN1277
 DN1277                          STATION DESCRIPTION
 DN1277
 DN1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1277'THE STATION IS LOCATED ON THE TOP OF A HIGH, POINTED, BARE
 DN1277'HILL ABOUT 2 MILES SOUTHEAST OF MARIETTA AND IS THE HIGHEST
 DN1277'POINT IN THE IMMEDIATE VICINITY.  IT IS A STEEL TRUSS STRUCTURE
 DN1277'SUPPORTED BY MANY GUY CABLES, IS PAINTED ALTERNATELY RED AND
 DN1277'WHITE, HAS A RED FLASHING LIGHT AT THE TOP OF THE MAST PROPER
 DN1277'AND AN OVER-ALL HEIGHT OF 110.0 FEET.
 DN1277'
 DN1277'THE POINT OBSERVED UPON WAS THE CENTER OF THE MAST AT THE
 DN1277'BASE.
 DN1277'
 DN1277'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE LOVE
 DN1277'COUNTY COURTHOUSE SQUARE IN MARIETTA, GO EASTERLY ON STATE
 DN1277'ROUTE NO. 32 AND STATE ROUTE NO. 199 FOR 0.55 MILE TO SOUTHEAST
 DN1277'5TH AVENUE JUST EAST OF THE MARIETTA PUBLIC SCHOOL.  HERE
 DN1277'TURN RIGHT AND GO SOUTH ON SOUTHEAST 5TH AVENUE FOR 0.4 MILE
 DN1277'TO OAK STREET.  TURN LEFT AND GO EAST ON OAK STREET FOR 0.1
 DN1277'MILE TO A POINT WHERE A GRAVELED ROAD TURNS SOUTH.  TURN
 DN1277'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO A T ROAD
 DN1277'LEFT AT E.L. HILTONS MAIL BOX.  HERE TURN LEFT AND GO EAST
 DN1277'ON A GRAVELED ROAD FOR 0.5 MILE TO AN ALUMINUM GATE.  PASS
 DN1277'THROUGH THIS GATE AND CONTINUE EAST ON A GRAVELED ROAD FOR
 DN1277'0.35 MILE TO THE AMERICAN TELEPHONE AND TELEGRAPH RELAY TOWER.
 DN1277'HERE TURN RIGHT ON A TRACK ROAD AND GO SOUTHEASTERLY
 DN1277'ACROSS AN OPEN PASTURE FOR 0.3 MILE TO THE SOUTHEAST
 DN1277'CORNER OF THE PASTURE AND A WIRE GATE ON THE RIGHT.  TURN
 DN1277'RIGHT THROUGH THIS GATE AND GO SOUTH ABOUT 75 FEET TO A
 DN1277'WIRE GATE ON THE LEFT.  TURN LEFT AND GO EAST ACROSS OPEN
 DN1277'PASTURE FOR 0.25 MILE TO THE TOP OF THE HILL AND THE STATION AS
 DN1277'DESCRIBED.
 DN1277
 DN1277                          STATION RECOVERY (1967)
 DN1277
 DN1277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DN1277'STATION LOST.  RADIO MAST HAS BEEN REMOVED.
 DN1277'
 DN1277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 DN1277'IS LOCATED ON THE TOP OF A HIGH, POINTED BARE HILL ABOUT 2
 DN1277'MI. SE OF MARIETTA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1278 ***********************************************************************
 DN1278  DESIGNATION -  MARIETTA SOUTH BASE
 DN1278  PID         -  DN1278
 DN1278  STATE/COUNTY-  OK/LOVE
 DN1278  COUNTRY     -  US
 DN1278  USGS QUAD   -  HORSESHOE BEND (2019)
 DN1278
 DN1278                         *CURRENT SURVEY CONTROL
 DN1278  ______________________________________________________________________
 DN1278* NAD 83(1993) POSITION- 33 51 15.83010(N) 097 07 26.04506(W)   ADJUSTED
 DN1278* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 DN1278  ______________________________________________________________________
 DN1278  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 DN1278  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DN1278  HORZ ORDER      -  FIRST
 DN1278
 DN1278.The horizontal coordinates were established by classical geodetic methods
 DN1278.and adjusted by the National Geodetic Survey in November 1994.
 DN1278
 DN1278.The orthometric height was scaled from a topographic map.
 DN1278
 DN1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1278.GEOID18 height accuracy estimate available here.
 DN1278
 DN1278.Click photographs - Photos may exist for this station.
 DN1278
 DN1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1278
 DN1278. The following values were computed from the NAD 83(1993) position.
 DN1278
 DN1278;                    North         East     Units Scale Factor Converg.
 DN1278;SPC OK S     -    58,150.743   681,076.331   MT  1.00001646   +0 29 50.2
 DN1278;SPC OK S     -   190,782.90  2,234,497.93   sFT  1.00001646   +0 29 50.2
 DN1278;SPC TXNC     - 2,243,440.744   727,339.688   MT  0.99997062   +0 45 01.9
 DN1278;SPC TXNC     - 7,360,355.17  2,386,280.29   sFT  0.99997062   +0 45 01.9
 DN1278;UTM  14      - 3,747,595.343   673,560.542   MT  0.99997136   +1 02 43.5
 DN1278
 DN1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1278!SPC OK S     -   0.99996356  x   1.00001646  =   0.99998002
 DN1278!SPC TXNC     -   0.99996356  x   0.99997062  =   0.99993419
 DN1278!UTM  14      -   0.99996356  x   0.99997136  =   0.99993493
 DN1278
 DN1278:                Primary Azimuth Mark                     Grid Az
 DN1278:SPC OK S     -  MARIETTA SOUTH BASE AZ MK                343 44 09.6
 DN1278:SPC TXNC     -  MARIETTA SOUTH BASE AZ MK                343 28 57.9
 DN1278:UTM  14      -  MARIETTA SOUTH BASE AZ MK                343 11 16.3
 DN1278
 DN1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7356047595(NAD 83)
 DN1278
 DN1278|---------------------------------------------------------------------|
 DN1278| PID    Reference Object                     Distance      Geod. Az  |
 DN1278|                                                           dddmmss.s |
 DN1278| DN1274 MARIETTA TEX WATER CO WTR TANK      APPROX. 9.1 KM 0022948.3 |
 DN1278| DN1275 AIRWAY BCN 7 ESE OF MARIETTA        APPROX. 8.2 KM 0110640.8 |
 DN1278| DN1273 MARIETTA ATT CO RELAY TOWER         APPROX. 8.5 KM 0194552.5 |
 DN1278| CY1574 MARIETTA SOUTH BASE RM 1             37.463 METERS 11026     |
 DN1278| CY1575 MARIETTA SOUTH BASE RM 2             31.291 METERS 24216     |
 DN1278| CY1573 MARIETTA SOUTH BASE AZ MK                          3441359.8 |
 DN1278|---------------------------------------------------------------------|
 DN1278
 DN1278                          SUPERSEDED SURVEY CONTROL
 DN1278
 DN1278  NAD 83(1986)-  33 51 15.83504(N)    097 07 26.03622(W) AD(       ) 1
 DN1278  NAD 27      -  33 51 15.46700(N)    097 07 24.99310(W) AD(       ) 1
 DN1278
 DN1278.Superseded values are not recommended for survey control.
 DN1278
 DN1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1278.See file dsdata.pdf to determine how the superseded data were derived.
 DN1278
 DN1278_MARKER: DS = TRIANGULATION STATION DISK
 DN1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1278_STAMPING: MARIETTA S BASE 1954
 DN1278_MARK LOGO: CGS
 DN1278_PROJECTION: FLUSH
 DN1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1278+STABILITY: SURFACE MOTION
 DN1278
 DN1278  HISTORY     - Date     Condition        Report By
 DN1278  HISTORY     - 1954     MONUMENTED       CGS
 DN1278  HISTORY     - 1957     GOOD             CGS
 DN1278
 DN1278                          STATION DESCRIPTION
 DN1278
 DN1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 DN1278'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF MARIETTA AND
 DN1278'ABOUT 0.25 MILE EAST OF A RAILROAD TRACK ON PROPERTY OWNED
 DN1278'BY MR. L.D. MEEKS.  IT IS ABOUT 100 YARDS NORTH OF MR. MEEKS
 DN1278'HOUSE, 45 FEET NORTH OF A T FENCE CORNER AND 5 FEET EAST
 DN1278'OF A WITNESS POST.  IT IS STAMPED MARIETTA S BASE 1954 AND
 DN1278'IS SET FLUSH.
 DN1278'
 DN1278'REFERENCE MARK NO. 1 IS 115 FEET EAST OF A T FENCE CORNER
 DN1278'AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED MARIETTA S BASE
 DN1278'NO 1 1954 AND PROJECTS 4 INCHES.
 DN1278'
 DN1278'REFERENCE MARK NO. 2 IS 84 FEET WEST OF A T FENCE CORNER AND
 DN1278'1 FOOT NORTH OF A FENCE.  IT IS STAMPED MARIETTA S BASE NO 2 1954
 DN1278'AND PROJECTS 3 INCHES.
 DN1278'
 DN1278'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 DN1278'77 AND 1 FOOT SOUTH OF A POWERLINE POLE.  IT IS STAMPED
 DN1278'MARIETTA S BASE 1954 AND PROJECTS 8 INCHES.
 DN1278'
 DN1278'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA.  GO
 DN1278'WEST ON STATE HIGHWAYS 32 AND 199 FOR 0.45 MILE TO THE JUNCTION
 DN1278'OF STATE 32, 199 AND U.S. HIGHWAY 77.  TURN LEFT AND GO
 DN1278'SOUTHERLY ON U.S. HIGHWAY 77 FOR 5.15 MILES TO THE AZIMUTH
 DN1278'MARK ON THE RIGHT.  CONTINUE SOUTHERLY ON U.S. 77 FOR 0.55
 DN1278'MILE TO A SIDE ROAD LEFT.  TURN LEFT, EAST, GO 0.05 MILE,
 DN1278'CROSSING RAILROAD TRACK, TO A GATE AND DRIVEWAY ON THE LEFT.
 DN1278'TURN LEFT, PASS THROUGH GATE AND GO 0.1 MILE.  LEAVE DRIVEWAY
 DN1278'AND BEAR NORTHEAST FOR 0.05 MILE TO A GATE AT A T FENCE
 DN1278'CORNER AND THE STATION AS DESCRIBED.
 DN1278'
 DN1278'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
 DN1278
 DN1278                          STATION RECOVERY (1957)
 DN1278
 DN1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1278'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1278'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1278'PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1274 ***********************************************************************
 DN1274  DESIGNATION -  MARIETTA TEX WATER CO WTR TANK
 DN1274  PID         -  DN1274
 DN1274  STATE/COUNTY-  OK/LOVE
 DN1274  COUNTRY     -  US
 DN1274  USGS QUAD   -  MARIETTA EAST (2018)
 DN1274
 DN1274                         *CURRENT SURVEY CONTROL
 DN1274  ______________________________________________________________________
 DN1274* NAD 83(1993) POSITION- 33 56 11.49561(N) 097 07 10.57769(W)   ADJUSTED
 DN1274  ______________________________________________________________________
 DN1274  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DN1274  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DN1274  HORZ ORDER      -  THIRD
 DN1274
 DN1274.The horizontal coordinates were established by classical geodetic methods
 DN1274.and adjusted by the National Geodetic Survey in November 1994.
 DN1274
 DN1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1274.GEOID18 height accuracy estimate available here.
 DN1274
 DN1274.Click photographs - Photos may exist for this station.
 DN1274
 DN1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1274
 DN1274. The following values were computed from the NAD 83(1993) position.
 DN1274
 DN1274;                    North         East     Units Scale Factor Converg.
 DN1274;SPC OK S     -    67,263.750   681,394.475   MT  0.99999937   +0 29 59.0
 DN1274;SPC OK S     -   220,681.15  2,235,541.71   sFT  0.99999937   +0 29 59.0
 DN1274;SPC TXNC     - 2,252,554.825   727,617.552   MT  0.99999173   +0 45 10.3
 DN1274;SPC TXNC     - 7,390,256.96  2,387,191.92   sFT  0.99999173   +0 45 10.3
 DN1274;UTM  14      - 3,756,710.654   673,791.310   MT  0.99997234   +1 03 00.1
 DN1274
 DN1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7379156710(NAD 83)
 DN1274
 DN1274                          SUPERSEDED SURVEY CONTROL
 DN1274
 DN1274  NAD 83(1986)-  33 56 11.50064(N)    097 07 10.56888(W) AD(       ) 3
 DN1274  NAD 27      -  33 56 11.14100(N)    097 07 09.52500(W) AD(       ) 3
 DN1274
 DN1274.Superseded values are not recommended for survey control.
 DN1274
 DN1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1274.See file dsdata.pdf to determine how the superseded data were derived.
 DN1274
 DN1274_MARKER: 53 = ELEVATED TANK
 DN1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1274+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 DN1274
 DN1274  HISTORY     - Date     Condition        Report By
 DN1274  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1274  HISTORY     - 20040708 GOOD             USPSQD
 DN1274  HISTORY     - 20090419 GOOD             GEOCAC
 DN1274
 DN1274                          STATION DESCRIPTION
 DN1274
 DN1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1274'THE STATION IS LOCATED ONE BLOCK EAST OF THE LOVE COUNTY
 DN1274'COURTHOUSE AND ONE BLOCK SOUTH OF THE MAIN STREET IN MARIETTA.
 DN1274'IT IS THE PROPERTY OF THE TEXAS WATER COMPANY OF FORT WORTH,
 DN1274'TEXAS.
 DN1274'
 DN1274'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 DN1274'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 DN1274'HEIGHT OF 130.0 FEET.
 DN1274'
 DN1274'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 DN1274
 DN1274                          STATION RECOVERY (2004)
 DN1274
 DN1274'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DN1274'RECOVERED AS DESCRIBED.
 DN1274
 DN1274                          STATION RECOVERY (2009)
 DN1274
 DN1274'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 DN1274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0669 ***********************************************************************
 GJ0669  DESIGNATION -  MARION
 GJ0669  PID         -  GJ0669
 GJ0669  STATE/COUNTY-  OK/DEWEY
 GJ0669  COUNTRY     -  US
 GJ0669  USGS QUAD   -  LENORA (2018)
 GJ0669
 GJ0669                         *CURRENT SURVEY CONTROL
 GJ0669  ______________________________________________________________________
 GJ0669* NAD 83(1993) POSITION- 36 05 33.64545(N) 099 03 30.26443(W)   ADJUSTED
 GJ0669* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) SCALED
 GJ0669  ______________________________________________________________________
 GJ0669  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 GJ0669  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 GJ0669  HORZ ORDER      -  FIRST
 GJ0669
 GJ0669.The horizontal coordinates were established by classical geodetic methods
 GJ0669.and adjusted by the National Geodetic Survey in November 1994.
 GJ0669
 GJ0669.The orthometric height was scaled from a topographic map.
 GJ0669
 GJ0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0669.GEOID18 height accuracy estimate available here.
 GJ0669
 GJ0669.Click photographs - Photos may exist for this station.
 GJ0669
 GJ0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0669
 GJ0669. The following values were computed from the NAD 83(1993) position.
 GJ0669
 GJ0669;                    North         East     Units Scale Factor Converg.
 GJ0669;SPC OK N     -   121,755.246   504,688.936   MT  0.99994626   -0 37 28.6
 GJ0669;SPC OK N     -   399,458.67  1,655,800.28   sFT  0.99994626   -0 37 28.6
 GJ0669;UTM  14      - 3,994,229.600   494,742.101   MT  0.99960034   -0 02 03.9
 GJ0669
 GJ0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0669!SPC OK N     -   0.99990860  x   0.99994626  =   0.99985487
 GJ0669!UTM  14      -   0.99990860  x   0.99960034  =   0.99950898
 GJ0669
 GJ0669:                Primary Azimuth Mark                     Grid Az
 GJ0669:SPC OK N     -  MARION AZ MK                             111 13 54.6
 GJ0669:UTM  14      -  MARION AZ MK                             110 38 29.9
 GJ0669
 GJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME9474294229(NAD 83)
 GJ0669
 GJ0669|---------------------------------------------------------------------|
 GJ0669| PID    Reference Object                     Distance      Geod. Az  |
 GJ0669|                                                           dddmmss.s |
 GJ0669| CK9360 MARION RM 1                          87.563 METERS 05742     |
 GJ0669| CK9359 MARION AZ MK                                       1103626.0 |
 GJ0669| CK9361 MARION RM 2                         102.901 METERS 13412     |
 GJ0669|---------------------------------------------------------------------|
 GJ0669
 GJ0669                          SUPERSEDED SURVEY CONTROL
 GJ0669
 GJ0669  NAD 83(1986)-  36 05 33.64835(N)    099 03 30.25171(W) AD(       ) 1
 GJ0669  NAD 27      -  36 05 33.49731(N)    099 03 28.89276(W) AD(       ) 1
 GJ0669
 GJ0669.Superseded values are not recommended for survey control.
 GJ0669
 GJ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0669.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0669
 GJ0669_MARKER: DS = TRIANGULATION STATION DISK
 GJ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0669_STAMPING: MARION 1934 1963
 GJ0669_MARK LOGO: CGS
 GJ0669_PROJECTION: RECESSED 36 CENTIMETERS
 GJ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0669+STABILITY: SURFACE MOTION
 GJ0669
 GJ0669  HISTORY     - Date     Condition        Report By
 GJ0669  HISTORY     - 1934     MONUMENTED       CGS
 GJ0669  HISTORY     - 1963     GOOD             CGS
 GJ0669
 GJ0669                          STATION DESCRIPTION
 GJ0669
 GJ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0669'STATION IS LOCATED ON THE HIGHEST GROUND FOR MILES AROUND, 75
 GJ0669'YARDS WEST AND 75 YARDS SOUTH OF THE NORTHEAST CORNER OF NW 1/4
 GJ0669'SW 1/4 OF SEC. 30, T19N, R17W, 3-1/2 MILES NORTH OF
 GJ0669'LENORA.  MARK IS SET AT HIGHEST POINT OF CULTIVATED FIELD ABOUT
 GJ0669'14 INCHES BELOW THE SURFACE OF GROUND.
 GJ0669'
 GJ0669'REACHED FROM COURTHOUSE IN TALOGA BY GOING NORTH 1.3 MILES ON
 GJ0669'STATE HIGHWAY 14 TO NORTH END OF BRIDGE, TURN LEFT (WEST) ON
 GJ0669'DIRT ROAD AND GO 2.2 MILES TO T-JUNCTION, TURN NORTH AND FOLLOW
 GJ0669'MAIN ROAD 4.15 MILES TO CROSSROADS, THENCE WEST 1.0 MILE TO CROSS
 GJ0669'ROAD, TURN NORTH AND GO 0.15 MILE, GO EAST THROUGH GATE IN
 GJ0669'FENCE AND PROCEED ALONG FENCE 0.25 MILE TO NORTH-SOUTH FENCE,
 GJ0669'TURN NORTH AND FOLLOW FENCE 0.25 MILE.  STATION IS 75 YARDS
 GJ0669'WEST OF THIS POINT.
 GJ0669'
 GJ0669'REFERENCE MARK NO. 1 IS SET IN NORTH-SOUTH FENCE EAST OF STATION.
 GJ0669'
 GJ0669'REFERENCE MARK NO. 2 IS SET IN NORTH-SOUTH FENCE EAST OF STATION.
 GJ0669'
 GJ0669'AZIMUTH MARK IS ABOUT 1.4 MILES EAST-SOUTHEAST OF STATION,
 GJ0669'REACHED FROM STATION BY GOING SOUTH AND WEST FOR 1/2 MILE TO
 GJ0669'MAIN ROAD, THENCE SOUTH 0.15 MILE TO CROSSROADS, THENCE EAST
 GJ0669'1.0 MILE TO CROSSROADS, CONTINUE EAST, 0.3 MILE TO MARK ON
 GJ0669'SOUTH SIDE OF ROAD, SET IN EAST-WEST FENCE LINE, 20 FEET SOUTH
 GJ0669'OF CENTERLINE OF ROAD AND ABOUT 40 YARDS WEST OF HOUSE.
 GJ0669'
 GJ0669'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0669
 GJ0669                          STATION RECOVERY (1963)
 GJ0669
 GJ0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0669'STATION AND ALL MARKS RECOVERED AND IN GOOD CONDITION.  THE
 GJ0669'STATION WAS LOWERED 18 INCHES BELOW GROUND LEVEL BY REQUEST
 GJ0669'OF THE LAND OWNER.  THE NORTH-SOUTH FENCELINE HAS BEEN REMOVED.
 GJ0669'THE REFERENCE MARKS CAN STILL BE LOCATED BY THE SEPARATION OF
 GJ0669'THE TWO CULTIVATED FIELDS.  A NEW ROUTE WAS USED TO REACH THE
 GJ0669'STATION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 GJ0669'
 GJ0669'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES NORTHWEST OF
 GJ0669'TALOGA, 3-1/2 MILES NORTH OF LENORA, ON THE HIGHEST PART OF A
 GJ0669'CULTIVATED FIELD, WHICH IS THE HIGHEST GROUND IN THE VICINITY.
 GJ0669'THE LAND IS OWNED BY THE FOALE BROTHERS WHO LIVE ABOUT 3/4 MILE
 GJ0669'SOUTH SOUTHWEST OF THE STATION.
 GJ0669'
 GJ0669'STATION MARK IS A STANDARD DISK, STAMPED MARION 1934 1963,
 GJ0669'SET IN TOP OF A ROUND CONCRETE POST 18 INCHES BELOW THE GROUND
 GJ0669'AND 12 INCHES IN DIAMETER.  IT IS 477.0 FEET SOUTHWEST OF A
 GJ0669'FENCE CORNER POST.
 GJ0669'
 GJ0669'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARION NO 1 1934,
 GJ0669'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GJ0669'AND FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET LOWER THAN THE
 GJ0669'STATION, 1.8 FEET SOUTH OF A METAL WITNESS POST AND 258.0 FEET
 GJ0669'SOUTH OF THE FENCE CORNER POST.
 GJ0669'
 GJ0669'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARION NO 2 1934,
 GJ0669'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GJ0669'AND FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET LOWER THAN THE
 GJ0669'STATION AND IN THE DIVIDING LINE OF THE TWO FIELDS.
 GJ0669'
 GJ0669'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MARION
 GJ0669'AZI 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GJ0669'FLUSH WITH THE GROUND.  IT IS 30.0 FEET SOUTH OF THE CENTERLINE
 GJ0669'OF THE ROAD, 16.0 FEET WEST OF A TELEPHONE POLE, 15.0 FEET WEST
 GJ0669'OF A FENCE CORNER POST, 1.7 FEET WEST OF A METAL WITNESS POST
 GJ0669'AND ACROSS THE ROAD FROM LARGE, EXPOSED PIPE LINES.
 GJ0669'
 GJ0669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281,
 GJ0669'270 AND 60, IN SEILING, GO WEST ON HIGHWAY 60 FOR 6.7 MILES
 GJ0669'TO A GRADED CROSSROAD, TURN LEFT AND GO SOUTH FOR 4.0 MILES
 GJ0669'TO A CROSSROAD, ( TO REACH THE AZIMUTH MARK, TURN LEFT AND GO 0.3
 GJ0669'MILE TO THE MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD), TURN
 GJ0669'RIGHT AND GO WEST FOR 0.7 MILE TO A FIELD ROAD ON THE RIGHT,
 GJ0669'TURN RIGHT AND FOLLOW FIELD ROAD NORTHERLY FOR 0.5 MILE TO THE
 GJ0669'STATION ON THE LEFT, THE HIGHEST POINT WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0676 ***********************************************************************
 GH0676  DESIGNATION -  MARLAND
 GH0676  PID         -  GH0676
 GH0676  STATE/COUNTY-  OK/NOBLE
 GH0676  COUNTRY     -  US
 GH0676  USGS QUAD   -  MARLAND (2018)
 GH0676
 GH0676                         *CURRENT SURVEY CONTROL
 GH0676  ______________________________________________________________________
 GH0676* NAD 83(1993) POSITION- 36 33 43.49193(N) 097 08 22.64273(W)   ADJUSTED
 GH0676* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 GH0676  ______________________________________________________________________
 GH0676  GEOID HEIGHT    -        -28.749 (meters)                     GEOID18
 GH0676  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 GH0676  HORZ ORDER      -  SECOND
 GH0676
 GH0676.The horizontal coordinates were established by classical geodetic methods
 GH0676.and adjusted by the National Geodetic Survey in November 1994.
 GH0676
 GH0676.The orthometric height was scaled from a topographic map.
 GH0676
 GH0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0676.GEOID18 height accuracy estimate available here.
 GH0676
 GH0676.Click photographs - Photos may exist for this station.
 GH0676
 GH0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0676
 GH0676. The following values were computed from the NAD 83(1993) position.
 GH0676
 GH0676;                    North         East     Units Scale Factor Converg.
 GH0676;SPC OK N     -   173,661.694   677,017.154   MT  0.99996906   +0 30 27.9
 GH0676;SPC OK N     -   569,755.07  2,221,180.45   sFT  0.99996906   +0 30 27.9
 GH0676;UTM  14      - 4,047,904.769   666,482.028   MT  0.99994148   +1 06 30.5
 GH0676
 GH0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0676!SPC OK N     -   0.99995521  x   0.99996906  =   0.99992428
 GH0676!UTM  14      -   0.99995521  x   0.99994148  =   0.99989670
 GH0676
 GH0676:                Primary Azimuth Mark                     Grid Az
 GH0676:SPC OK N     -  MARLAND AZ MK                            357 32 25.0
 GH0676:UTM  14      -  MARLAND AZ MK                            356 56 22.4
 GH0676
 GH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6648247904(NAD 83)
 GH0676
 GH0676|---------------------------------------------------------------------|
 GH0676| PID    Reference Object                     Distance      Geod. Az  |
 GH0676|                                                           dddmmss.s |
 GH0676| CL4844 MARLAND RM 1                         26.870 METERS 01105     |
 GH0676| GH0669 PONCA CITY MUNICIPAL TANK           APPROX.17.4 KM 0154434.7 |
 GH0676| CL4845 MARLAND RM 2                         28.814 METERS 09135     |
 GH0676| GH0703 OTOE INDIAN SCHOOL WATER TANK       APPROX. 9.7 KM 1434702.6 |
 GH0676| GH0675 MARLAND BLISS COOP ELEVATOR         APPROX. 1.1 KM 2395646.7 |
 GH0676| GH0673 MARLAND MUNICIPAL TANK              APPROX. 1.2 KM 2510402.4 |
 GH0676| CL4843 MARLAND AZ MK                                      3580252.9 |
 GH0676|---------------------------------------------------------------------|
 GH0676
 GH0676                          SUPERSEDED SURVEY CONTROL
 GH0676
 GH0676  NAD 83(1986)-  36 33 43.50231(N)    097 08 22.63036(W) AD(       ) 2
 GH0676  NAD 27      -  36 33 43.35917(N)    097 08 21.48355(W) AD(       ) 2
 GH0676
 GH0676.Superseded values are not recommended for survey control.
 GH0676
 GH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0676.See file dsdata.pdf to determine how the superseded data were derived.
 GH0676
 GH0676_MARKER: DS = TRIANGULATION STATION DISK
 GH0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0676_STAMPING: MARYLAND 1963
 GH0676_MARK LOGO: CGS
 GH0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0676+STABILITY: SURFACE MOTION
 GH0676
 GH0676  HISTORY     - Date     Condition        Report By
 GH0676  HISTORY     - 1963     MONUMENTED       CGS
 GH0676
 GH0676                          STATION DESCRIPTION
 GH0676
 GH0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0676'THE STATION IS ON THE WEST SIDE OF A NORTH-SOUTH ROAD, ABOUT
 GH0676'24 MILES NORTHWEST OF PAWNEE, 12 MILES SOUTHEAST OF TONKAWA,
 GH0676'10 MILES SOUTH OF PONCA CITY, 1/2 MILE EAST OF MARLAND AND ON
 GH0676'LAND OWNED BY MR. ROBERT MC CUBBINS.
 GH0676'
 GH0676'TO REACH FROM THE POST OFFICE IN MARLAND, GO NORTHERLY ON U.S.
 GH0676'HIGHWAY 77 FOR 1.25 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 GH0676'RIGHT, EAST, ON GRAVELED ROAD FOR 0.05 MILE TO A RAILROAD
 GH0676'CROSSING AND AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, EAST
 GH0676'AND SOUTHEAST ON GRADED ROAD FOR 0.95 MILE TO THE TOP OF
 GH0676'RISE AND STATION ON THE RIGHT.
 GH0676'
 GH0676'STATION MARK IS A STANDARD DISK, STAMPED MARLAND 1963, SET
 GH0676'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 GH0676'INCH.  IT IS 115 FEET SOUTHWEST OF A TELEPHONE LINE POLE AND
 GH0676'68 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD.
 GH0676'
 GH0676'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARLAND NO 1
 GH0676'1963, CEMENTED IN A DRILL HOLE IN A 3 X 6 FOOT ROCK OUTCROP
 GH0676'PROJECTING 2 INCHES.  IT IS 85 FEET NORTHWEST OF THE TELEPHONE
 GH0676'LINE POLE, 51 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD
 GH0676'AND ABOUT 2 FEET LOWER THAN THE STATION.
 GH0676'
 GH0676'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARLAND NO 2 1963,
 GH0676'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP PROJECTING
 GH0676'3 INCHES.  IT IS 67 FEET SOUTH OF THE TELEPHONE LINE POLE, 26
 GH0676'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 3 FEET SOUTH OF A
 GH0676'WITNESS POST AND ABOUT 4 FEET LOWER THAN THE STATION.
 GH0676'
 GH0676'AZIMUTH MARK IS A STANDARD DISK, STAMPED MARLAND 1963, SET
 GH0676'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0676'INCHES.  IT IS 52.4 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 GH0676'ROAD, 46.5 FEET NORTH OF A TELEPHONE LINE POLE, 44.6 FEET WEST
 GH0676'OF THE WEST RAIL OF THE RAILROAD TRACKS, 3 FEET SOUTHEAST
 GH0676'OF A FENCE CORNER AND 3 FEET SOUTH OF A WITNESS POST.
 GH0676'
 GH0676'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0675 ***********************************************************************
 GH0675  DESIGNATION -  MARLAND BLISS COOP ELEVATOR
 GH0675  PID         -  GH0675
 GH0675  STATE/COUNTY-  OK/NOBLE
 GH0675  COUNTRY     -  US
 GH0675  USGS QUAD   -  MARLAND (2018)
 GH0675
 GH0675                         *CURRENT SURVEY CONTROL
 GH0675  ______________________________________________________________________
 GH0675* NAD 83(1993) POSITION- 36 33 26.33145(N) 097 08 59.40221(W)   ADJUSTED
 GH0675  ______________________________________________________________________
 GH0675  GEOID HEIGHT    -        -28.740 (meters)                     GEOID18
 GH0675  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 GH0675  HORZ ORDER      -  THIRD
 GH0675
 GH0675.The horizontal coordinates were established by classical geodetic methods
 GH0675.and adjusted by the National Geodetic Survey in November 1994.
 GH0675
 GH0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0675.GEOID18 height accuracy estimate available here.
 GH0675
 GH0675.Click photographs - Photos may exist for this station.
 GH0675
 GH0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0675
 GH0675. The following values were computed from the NAD 83(1993) position.
 GH0675
 GH0675;                    North         East     Units Scale Factor Converg.
 GH0675;SPC OK N     -   173,124.710   676,107.769   MT  0.99996850   +0 30 06.2
 GH0675;SPC OK N     -   567,993.32  2,218,196.91   sFT  0.99996850   +0 30 06.2
 GH0675;UTM  14      - 4,047,358.298   665,578.348   MT  0.99993778   +1 06 08.1
 GH0675
 GH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6557847358(NAD 83)
 GH0675
 GH0675                          SUPERSEDED SURVEY CONTROL
 GH0675
 GH0675  NAD 83(1986)-  36 33 26.34181(N)    097 08 59.38983(W) AD(       ) 3
 GH0675  NAD 27      -  36 33 26.19825(N)    097 08 58.24289(W) AD(       ) 3
 GH0675
 GH0675.Superseded values are not recommended for survey control.
 GH0675
 GH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0675.See file dsdata.pdf to determine how the superseded data were derived.
 GH0675
 GH0675_MARKER: 65 = GRAIN ELEVATOR
 GH0675
 GH0675  HISTORY     - Date     Condition        Report By
 GH0675  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0675
 GH0675                          STATION DESCRIPTION
 GH0675
 GH0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0675'THE STATION IS THE HOPPER LOCATED ON THE ROOF OF THE PENTHOUSE
 GH0675'AT THE SOUTH END OF THE STORAGE TANKS OF THE ELEVATOR.  THE
 GH0675'ENTIRE STRUCTURE IS CREAM COLORED AND ABOUT 150 FEET HIGH
 GH0675'AND LOCATED IN THE TOWN OF MARLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0673 ***********************************************************************
 GH0673  DESIGNATION -  MARLAND MUNICIPAL TANK
 GH0673  PID         -  GH0673
 GH0673  STATE/COUNTY-  OK/NOBLE
 GH0673  COUNTRY     -  US
 GH0673  USGS QUAD   -  MARLAND (2018)
 GH0673
 GH0673                         *CURRENT SURVEY CONTROL
 GH0673  ______________________________________________________________________
 GH0673* NAD 83(1993) POSITION- 36 33 31.25602(N) 097 09 06.85173(W)   ADJUSTED
 GH0673  ______________________________________________________________________
 GH0673  GEOID HEIGHT    -        -28.740 (meters)                     GEOID18
 GH0673  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 GH0673  HORZ ORDER      -  THIRD
 GH0673
 GH0673.The horizontal coordinates were established by classical geodetic methods
 GH0673.and adjusted by the National Geodetic Survey in November 1994.
 GH0673
 GH0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0673.GEOID18 height accuracy estimate available here.
 GH0673
 GH0673.Click photographs - Photos may exist for this station.
 GH0673
 GH0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0673
 GH0673. The following values were computed from the NAD 83(1993) position.
 GH0673
 GH0673;                    North         East     Units Scale Factor Converg.
 GH0673;SPC OK N     -   173,274.878   675,921.201   MT  0.99996866   +0 30 01.8
 GH0673;SPC OK N     -   568,486.00  2,217,584.81   sFT  0.99996866   +0 30 01.8
 GH0673;UTM  14      - 4,047,506.498   665,390.222   MT  0.99993702   +1 06 03.8
 GH0673
 GH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6539047506(NAD 83)
 GH0673
 GH0673                          SUPERSEDED SURVEY CONTROL
 GH0673
 GH0673  NAD 83(1986)-  36 33 31.26643(N)    097 09 06.83920(W) AD(       ) 3
 GH0673  NAD 27      -  36 33 31.12371(N)    097 09 05.68946(W) AD(       ) 3
 GH0673
 GH0673.Superseded values are not recommended for survey control.
 GH0673
 GH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0673.See file dsdata.pdf to determine how the superseded data were derived.
 GH0673
 GH0673_MARKER: 53 = ELEVATED TANK
 GH0673
 GH0673  HISTORY     - Date     Condition        Report By
 GH0673  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0673
 GH0673                          STATION DESCRIPTION
 GH0673
 GH0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0673'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH
 GH0673'ELEVATED TANK, LOCATED IN THE TOWN OF MARLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0534 ***********************************************************************
 EL0534  DESIGNATION -  MARLOW ASTRO STA
 EL0534  PID         -  EL0534
 EL0534  STATE/COUNTY-  OK/STEPHENS
 EL0534  COUNTRY     -  US
 EL0534  USGS QUAD   -  MARLOW (2018)
 EL0534
 EL0534                         *CURRENT SURVEY CONTROL
 EL0534  ______________________________________________________________________
 EL0534* NAD 83(1986) POSITION- 34 38 49.     (N) 097 57 38.     (W)   SCALED
 EL0534* NAVD 88 ORTHO HEIGHT -   400.160 (meters)     1312.86  (feet) ADJUSTED
 EL0534  ______________________________________________________________________
 EL0534  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EL0534  DYNAMIC HEIGHT  -        399.742 (meters)     1311.49  (feet) COMP
 EL0534  MODELED GRAVITY -    979,578.6   (mgal)                       NAVD 88
 EL0534
 EL0534  VERT ORDER      -  FIRST     CLASS II
 EL0534
 EL0534.The horizontal coordinates were scaled from a map and have
 EL0534.an estimated accuracy of +/- 6 seconds.
 EL0534
 EL0534.The orthometric height was determined by differential leveling and
 EL0534.adjusted by the NATIONAL GEODETIC SURVEY
 EL0534.in June 1991.
 EL0534
 EL0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0534.GEOID18 height accuracy estimate available here.
 EL0534
 EL0534.Click photographs - Photos may exist for this station.
 EL0534
 EL0534.The dynamic height is computed by dividing the NAVD 88
 EL0534.geopotential number by the normal gravity value computed on the
 EL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0534.degrees latitude (g = 980.6199 gals.).
 EL0534
 EL0534.The modeled gravity was interpolated from observed gravity values.
 EL0534
 EL0534;                    North         East    Units  Estimated Accuracy
 EL0534;SPC OK S     -   145,710.      603,620.      MT  (+/- 180 meters Scaled)
 EL0534
 EL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND952343(NAD 83)
 EL0534
 EL0534                          SUPERSEDED SURVEY CONTROL
 EL0534
 EL0534  NGVD 29 (??/??/92)  400.039  (m)         1312.46   (f) ADJ UNCH    1 2
 EL0534
 EL0534.Superseded values are not recommended for survey control.
 EL0534
 EL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0534.See file dsdata.pdf to determine how the superseded data were derived.
 EL0534
 EL0534_MARKER: DD = SURVEY DISK
 EL0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0534_MARK LOGO: CGS
 EL0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0534+STABILITY: SURFACE MOTION
 EL0534
 EL0534  HISTORY     - Date     Condition        Report By
 EL0534  HISTORY     - 1899     MONUMENTED       CGS
 EL0534  HISTORY     - 1934     GOOD             CGS
 EL0534  HISTORY     - 1963     GOOD             CGS
 EL0534  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0534
 EL0534                          STATION DESCRIPTION
 EL0534
 EL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0534'AT MARLOW, STEPHENS COUNTY, AT THE SOUTHWEST CORNER OF THE
 EL0534'INTERSECTION OF MAIN AND FIFTH STREETS, AT THE GRADE SCHOOL,
 EL0534'AND IN THE NORTHEAST CORNER OF THE SCHOOLYARD.  A CROSS IN THE
 EL0534'CENTER OF AN OLD-STYLE DISK, SET IN THE TOP OF A CONCRETE
 EL0534'MONUMENT 14- BY 20-INCHES SQUARE AND ABOUT 20 INCHES HIGH.
 EL0534
 EL0534                          STATION RECOVERY (1963)
 EL0534
 EL0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EL0534'RECOVERED IN GOOD CONDITION.
 EL0534
 EL0534                          STATION RECOVERY (1986)
 EL0534
 EL0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1009 ***********************************************************************
 EL1009  DESIGNATION -  MARLOW CITY HALL SPIRE
 EL1009  PID         -  EL1009
 EL1009  STATE/COUNTY-  OK/STEPHENS
 EL1009  COUNTRY     -  US
 EL1009  USGS QUAD   -  MARLOW (2018)
 EL1009
 EL1009                         *CURRENT SURVEY CONTROL
 EL1009  ______________________________________________________________________
 EL1009* NAD 83(1993) POSITION- 34 38 50.93537(N) 097 57 31.48145(W)   ADJUSTED
 EL1009  ______________________________________________________________________
 EL1009  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EL1009  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 EL1009  HORZ ORDER      -  THIRD
 EL1009
 EL1009.The horizontal coordinates were established by classical geodetic methods
 EL1009.and adjusted by the National Geodetic Survey in November 1994.
 EL1009
 EL1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1009.GEOID18 height accuracy estimate available here.
 EL1009
 EL1009.Click photographs - Photos may exist for this station.
 EL1009
 EL1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1009
 EL1009. The following values were computed from the NAD 83(1993) position.
 EL1009
 EL1009;                    North         East     Units Scale Factor Converg.
 EL1009;SPC OK S     -   145,770.674   603,781.947   MT  0.99993655   +0 01 24.3
 EL1009;SPC OK S     -   478,249.29  1,980,907.94   sFT  0.99993655   +0 01 24.3
 EL1009;UTM  14      - 3,834,444.291   595,423.820   MT  0.99971223   +0 35 31.3
 EL1009
 EL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9542334444(NAD 83)
 EL1009
 EL1009                          SUPERSEDED SURVEY CONTROL
 EL1009
 EL1009  NAD 83(1986)-  34 38 50.94016(N)    097 57 31.46598(W) AD(       ) 3
 EL1009  NAD 27      -  34 38 50.67300(N)    097 57 30.33000(W) AD(       ) 3
 EL1009
 EL1009.Superseded values are not recommended for survey control.
 EL1009
 EL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1009.See file dsdata.pdf to determine how the superseded data were derived.
 EL1009
 EL1009_MARKER: 89 = SPIRE
 EL1009
 EL1009  HISTORY     - Date     Condition        Report By
 EL1009  HISTORY     - 1948     FIRST OBSERVED   CGS
 EL1009
 EL1009                          STATION DESCRIPTION
 EL1009
 EL1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1009'IT IS LOCATED 0.2 MILE WEST OF U.S. HIGHWAY 81 AND IS ON THE SOUTH
 EL1009'SIDE OF MAIN STREET.  IT IS A TWO STORY, RED BRICK, BUILDING WITH
 EL1009'A GREY SPIRE PROJECTING FROM ITS ROOF ON THE NORTH SIDE.  A BALL
 EL1009'AT THE APEX WAS OBSERVED AND ITS OVERALL HEIGHT IS ABOUT 70 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1011 ***********************************************************************
 EL1011  DESIGNATION -  MARLOW GRADE SCH FLAGSTAFF
 EL1011  PID         -  EL1011
 EL1011  STATE/COUNTY-  OK/STEPHENS
 EL1011  COUNTRY     -  US
 EL1011  USGS QUAD   -  MARLOW (2018)
 EL1011
 EL1011                         *CURRENT SURVEY CONTROL
 EL1011  ______________________________________________________________________
 EL1011* NAD 83(1993) POSITION- 34 38 49.28711(N) 097 57 39.69078(W)   ADJUSTED
 EL1011  ______________________________________________________________________
 EL1011  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EL1011  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 EL1011  HORZ ORDER      -  THIRD
 EL1011
 EL1011.The horizontal coordinates were established by classical geodetic methods
 EL1011.and adjusted by the National Geodetic Survey in November 1994.
 EL1011
 EL1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1011.GEOID18 height accuracy estimate available here.
 EL1011
 EL1011.Click photographs - Photos may exist for this station.
 EL1011
 EL1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1011
 EL1011. The following values were computed from the NAD 83(1993) position.
 EL1011
 EL1011;                    North         East     Units Scale Factor Converg.
 EL1011;SPC OK S     -   145,719.803   603,572.921   MT  0.99993654   +0 01 19.6
 EL1011;SPC OK S     -   478,082.39  1,980,222.16   sFT  0.99993654   +0 01 19.6
 EL1011;UTM  14      - 3,834,391.360   595,215.355   MT  0.99971174   +0 35 26.6
 EL1011
 EL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9521534391(NAD 83)
 EL1011
 EL1011                          SUPERSEDED SURVEY CONTROL
 EL1011
 EL1011  NAD 83(1986)-  34 38 49.29194(N)    097 57 39.67532(W) AD(       ) 3
 EL1011  NAD 27      -  34 38 49.02600(N)    097 57 38.53900(W) AD(       ) 3
 EL1011
 EL1011.Superseded values are not recommended for survey control.
 EL1011
 EL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1011.See file dsdata.pdf to determine how the superseded data were derived.
 EL1011
 EL1011_MARKER: 83 = FLAGSTAFF
 EL1011
 EL1011  HISTORY     - Date     Condition        Report By
 EL1011  HISTORY     - 1948     FIRST OBSERVED   CGS
 EL1011
 EL1011                          STATION DESCRIPTION
 EL1011
 EL1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1011'IT IS LOCATED 0.35 MILE WEST OF U.S. HIGHWAY 81 AND 150 FEET
 EL1011'SOUTH OF THE CENTER OF MAIN STREET.  THE FLAGSTAFF IS SITUATED ON
 EL1011'TOP OF THE EAST END OF THE RED BRICK SCHOOL BUILDING.  THE
 EL1011'FLAGSTAFF WAS OBSERVED AND THE OVERALL HEIGHT IS 68 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1050 ***********************************************************************
 EL1050  DESIGNATION -  MARLOW LONGITUDE STATION 1899
 EL1050  PID         -  EL1050
 EL1050  STATE/COUNTY-  OK/STEPHENS
 EL1050  COUNTRY     -  US
 EL1050  USGS QUAD   -  MARLOW (2018)
 EL1050
 EL1050                         *CURRENT SURVEY CONTROL
 EL1050  ______________________________________________________________________
 EL1050* NAD 83(1986) POSITION- 34 38 51.     (N) 097 57 39.     (W)   SCALED
 EL1050* NAVD 88 ORTHO HEIGHT -   400.16  (+/-2cm)     1312.9   (feet) VERTCON3
 EL1050  ______________________________________________________________________
 EL1050  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 EL1050  VERT ORDER      -  THIRD ? (See Below)
 EL1050
 EL1050.The horizontal coordinates were scaled from a map and have
 EL1050.an estimated accuracy of +/- 6 seconds.
 EL1050
 EL1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1050
 EL1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1050.GEOID18 height accuracy estimate available here.
 EL1050
 EL1050.The vertical order pertains to the NGVD 29 superseded value.
 EL1050
 EL1050.Click photographs - Photos may exist for this station.
 EL1050
 EL1050;                    North         East    Units  Estimated Accuracy
 EL1050;SPC OK S     -   145,770.      603,590.      MT  (+/- 180 meters Scaled)
 EL1050
 EL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND952344(NAD 83)
 EL1050
 EL1050                          SUPERSEDED SURVEY CONTROL
 EL1050
 EL1050  NAD 27      -  34 38 50.62000(N)    097 57 38.05000(W) AD(       ) 3
 EL1050  USSD        -  34 38 50.54000(N)    097 57 38.43000(W) AD(       ) 3
 EL1050  NGVD 29             400.04   (m)         1312.5    (f) LEVELING    3  
 EL1050
 EL1050.Superseded values are not recommended for survey control.
 EL1050
 EL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1050.See file dsdata.pdf to determine how the superseded data were derived.
 EL1050
 EL1050_MARKER: B = BOLT
 EL1050_SETTING: 0 = UNSPECIFIED SETTING
 EL1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL1050
 EL1050  HISTORY     - Date     Condition        Report By
 EL1050  HISTORY     - 1899     MONUMENTED       CGS
 EL1050  HISTORY     - 1934     GOOD             CGS
 EL1050
 EL1050                          STATION DESCRIPTION
 EL1050
 EL1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (ES)
 EL1050'IN TOWN OF MARLOW, IN NORTHEAST CORNER OF PUBLIC SCHOOL LOT, AT
 EL1050'SOUTHWEST CORNER OF 5TH STREET AND BRUMMETT AVENUE.  MARKED BY
 EL1050'COPPER BOLT MARKED U.S.C. AND G.S. IN TOP OF PIER CONSTRUCTED OF
 EL1050'RED SANDSTONE AND CONCRETE, CEMENTED OVER SMOOTH.  FOLLOWING
 EL1050'DISTANCES AND BEARINGS ARE FROM STATION--MARLOW BAPTIST CHURCH,
 EL1050'SPIRE, AT CORNER OF COMANCHE AVENUE AND 3RD STREET, 372.3
 EL1050'METERS (1,221 FEET), N 43 DEG 48.3 MIN. MARLOW METHODIST CHURCH,
 EL1050'SPIRE, NEAR CORNER OF CHEROKEE AVENUE AND 3RD STREET, 328.4
 EL1050'METERS (1,077 FEET), 310 DEG 20.5 MIN.  MARLOW LATITUDE STATION
 EL1050'(SEE DESCRIPTION THEREOF), 3.109 METERS (10.20 FEET), 90 DEG.
 EL1050'MARLOW AZIMUTH STATION (SEE DESCRIPTION THEREOF), 101.00 METERS
 EL1050'(331.4 FEET), DUE SOUTH.  IN 1907 IT WAS REPORTED THAT
 EL1050'METHODIST CHURCH HAD BEEN DESTROYED, BUT THE BAPTIST CHURCH
 EL1050'WAS STANDING.  IN 1907 MARLOW AZIMUTH STATION NOT FOUND.
 EL1050'POSSIBLY COVERED UP.
 EL1050
 EL1050                          STATION RECOVERY (1934)
 EL1050
 EL1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL1050'ORIGINAL DESCRIPTION IS GOOD.  STATION IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1007 ***********************************************************************
 EL1007  DESIGNATION -  MARLOW SECONDARY 1902
 EL1007  PID         -  EL1007
 EL1007  STATE/COUNTY-  OK/GRADY
 EL1007  COUNTRY     -  US
 EL1007  USGS QUAD   -  MARLOW (2018)
 EL1007
 EL1007                         *CURRENT SURVEY CONTROL
 EL1007  ______________________________________________________________________
 EL1007* NAD 83(1993) POSITION- 34 42 46.91928(N) 097 56 22.86618(W)   ADJUSTED
 EL1007* NAVD 88 ORTHO HEIGHT -   427.6   (meters)     1403.    (feet) VERTCON3
 EL1007  ______________________________________________________________________
 EL1007  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EL1007  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 EL1007  HORZ ORDER      -  THIRD
 EL1007
 EL1007.The horizontal coordinates were established by classical geodetic methods
 EL1007.and adjusted by the National Geodetic Survey in November 1994.
 EL1007
 EL1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1007
 EL1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1007.GEOID18 height accuracy estimate available here.
 EL1007
 EL1007.Click photographs - Photos may exist for this station.
 EL1007
 EL1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1007
 EL1007. The following values were computed from the NAD 83(1993) position.
 EL1007
 EL1007;                    North         East     Units Scale Factor Converg.
 EL1007;SPC OK S     -   153,042.989   605,524.855   MT  0.99993846   +0 02 03.2
 EL1007;SPC OK S     -   502,108.54  1,986,626.13   sFT  0.99993846   +0 02 03.2
 EL1007;UTM  14      - 3,841,731.932   597,094.034   MT  0.99971619   +0 36 13.9
 EL1007
 EL1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1007!SPC OK S     -   0.99993697  x   0.99993846  =   0.99987544
 EL1007!UTM  14      -   0.99993697  x   0.99971619  =   0.99965318
 EL1007
 EL1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9709441731(NAD 83)
 EL1007
 EL1007                          SUPERSEDED SURVEY CONTROL
 EL1007
 EL1007  NAD 83(1986)-  34 42 46.92418(N)    097 56 22.85092(W) AD(       ) 3
 EL1007  NAD 27      -  34 42 46.66100(N)    097 56 21.71500(W) AD(       ) 3
 EL1007  USSD        -  34 42 46.58200(N)    097 56 22.08500(W) AD(       ) 3
 EL1007  NGVD 29 (07/19/86)  427.5    (m)         1403.     (f) VERT ANG       
 EL1007
 EL1007.Superseded values are not recommended for survey control.
 EL1007
 EL1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1007.See file dsdata.pdf to determine how the superseded data were derived.
 EL1007
 EL1007_MARKER: N = NAIL
 EL1007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL1007
 EL1007  HISTORY     - Date     Condition        Report By
 EL1007  HISTORY     - 1902     MONUMENTED       CGS
 EL1007  HISTORY     - 1934     MARK NOT FOUND   CGS
 EL1007  HISTORY     - 1935     MARK NOT FOUND   CGS
 EL1007
 EL1007                          STATION DESCRIPTION
 EL1007
 EL1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EL1007'ABOUT 4-1/2 MILES NORTH AND 1/2 MILE EAST OF MARLOW, 1/2 MILE EAST
 EL1007'OF CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, ON BARE HILL IN
 EL1007'SEC. 21, T. 3 N., R. 7 W.  MARKED BY 40-PENNY NAIL WITH POINT
 EL1007'PROJECTING 1/4 INCH IN TOP OF IRON PIPE, 2 INCHES IN DIAMETER
 EL1007'AND 24 INCHES LONG, PROJECTING ABOUT 6 INCHES ABOVE GROUND, AND
 EL1007'SURROUNDED BY CONCRETE 20 INCHES DEEP AND 18 INCHES IN DIAMETER.
 EL1007
 EL1007                          STATION RECOVERY (1934)
 EL1007
 EL1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL1007'STATION WAS NOT RECOVERED.  IT IS IN THE EAST SIDE OF THE SOUTHWEST
 EL1007'QUARTER OF SEC. 21, T. 3 N., R. 7 W., ON LAND OWNED BY DEMING INV.
 EL1007'COMPANY OF OKLAHOMA CITY.  THIS LOCATION IS A BROAD HILL EXTENDING
 EL1007'NORTH AND SOUTH ABOUT 1/2 MILE.  THERE ARE A FEW SMALL TREES, AND
 EL1007'ABOUT A THIRD OF THE SURFACE IS IN POST OAK RUNNERS.  THERE ARE
 EL1007'NO TIES.  RECOVERY WOULD BE MOSTLY AN ACCIDENT.
 EL1007
 EL1007                          STATION RECOVERY (1935)
 EL1007
 EL1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL1007'THE SITE OF THIS STATION VISITED AND SEARCH MADE FOR STATION
 EL1007'MARK, WHICH WAS NOT RECOVERED.  THE SITE IS NOW A CULTIVATED
 EL1007'FIELD AND OLD MARK MAY HAVE BEEN PULLED OUT AND DESTROYED.
 EL1007'
 EL1007'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1018 ***********************************************************************
 EL1018  DESIGNATION -  MARLOW SW BELL TEL CO MW MAST
 EL1018  PID         -  EL1018
 EL1018  STATE/COUNTY-  OK/GRADY
 EL1018  COUNTRY     -  US
 EL1018  USGS QUAD   -  MARLOW (2018)
 EL1018
 EL1018                         *CURRENT SURVEY CONTROL
 EL1018  ______________________________________________________________________
 EL1018* NAD 83(1993) POSITION- 34 41 43.98365(N) 097 57 15.80846(W)   ADJUSTED
 EL1018  ______________________________________________________________________
 EL1018  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 EL1018  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 EL1018  HORZ ORDER      -  THIRD
 EL1018
 EL1018.The horizontal coordinates were established by classical geodetic methods
 EL1018.and adjusted by the National Geodetic Survey in November 1994.
 EL1018
 EL1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1018.GEOID18 height accuracy estimate available here.
 EL1018
 EL1018.Click photographs - Photos may exist for this station.
 EL1018
 EL1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1018
 EL1018. The following values were computed from the NAD 83(1993) position.
 EL1018
 EL1018;                    North         East     Units Scale Factor Converg.
 EL1018;SPC OK S     -   151,103.021   604,178.643   MT  0.99993782   +0 01 33.2
 EL1018;SPC OK S     -   495,743.83  1,982,209.43   sFT  0.99993782   +0 01 33.2
 EL1018;UTM  14      - 3,839,779.116   595,767.467   MT  0.99971304   +0 35 42.8
 EL1018
 EL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9576739779(NAD 83)
 EL1018
 EL1018                          SUPERSEDED SURVEY CONTROL
 EL1018
 EL1018  NAD 83(1986)-  34 41 43.98829(N)    097 57 15.79302(W) AD(       ) 3
 EL1018  NAD 27      -  34 41 43.72506(N)    097 57 14.65929(W) AD(       ) 3
 EL1018
 EL1018.Superseded values are not recommended for survey control.
 EL1018
 EL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1018.See file dsdata.pdf to determine how the superseded data were derived.
 EL1018
 EL1018_MARKER: 44 = MICROWAVE MAST
 EL1018
 EL1018  HISTORY     - Date     Condition        Report By
 EL1018  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL1018
 EL1018                          STATION DESCRIPTION
 EL1018
 EL1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1018'STATION IS LOCATED INSIDE A FENCED PASTURE, ABOUT 2-1/2 MILES
 EL1018'NORTH OF MARLOW, 0.2 MILE EAST OF U.S. HIGHWAY 81 AND ABOUT 300
 EL1018'FEET SOUTH OF AN EAST-WEST GRADED ROAD.
 EL1018'
 EL1018'A TRIANGULAR SHAPED, PEDESTAL TYPE MAST, 230 FEET IN HEIGHT,
 EL1018'PAINTED RED-WHITE SECTIONS AND HAS A RED LIGHT MOUNTED AT THE TOP.
 EL1018'
 EL1018'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0915 ***********************************************************************
 FJ0915  DESIGNATION -  MARS
 FJ0915  PID         -  FJ0915
 FJ0915  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0915  COUNTRY     -  US
 FJ0915  USGS QUAD   -  MACOMB (2018)
 FJ0915
 FJ0915                         *CURRENT SURVEY CONTROL
 FJ0915  ______________________________________________________________________
 FJ0915* NAD 83(1993) POSITION- 35 08 13.22320(N) 097 07 28.70130(W)   ADJUSTED
 FJ0915* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 FJ0915  ______________________________________________________________________
 FJ0915  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 FJ0915  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 FJ0915  HORZ ORDER      -  THIRD
 FJ0915
 FJ0915.The horizontal coordinates were established by classical geodetic methods
 FJ0915.and adjusted by the National Geodetic Survey in November 1994.
 FJ0915
 FJ0915.The orthometric height was scaled from a topographic map.
 FJ0915
 FJ0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0915.GEOID18 height accuracy estimate available here.
 FJ0915
 FJ0915.Click photographs - Photos may exist for this station.
 FJ0915
 FJ0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0915
 FJ0915. The following values were computed from the NAD 83(1993) position.
 FJ0915
 FJ0915;                    North         East     Units Scale Factor Converg.
 FJ0915;SPC OK S     -   200,420.428   679,774.252   MT  0.99998238   +0 29 48.7
 FJ0915;SPC OK S     -   657,546.02  2,230,226.03   sFT  0.99998238   +0 29 48.7
 FJ0915;UTM  14      - 3,889,846.340   670,854.426   MT  0.99995977   +1 04 46.5
 FJ0915
 FJ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0915!SPC OK S     -   0.99994890  x   0.99998238  =   0.99993128
 FJ0915!UTM  14      -   0.99994890  x   0.99995977  =   0.99990867
 FJ0915
 FJ0915:                Primary Azimuth Mark                     Grid Az
 FJ0915:SPC OK S     -  MARS AZ MK                               116 30 10.0
 FJ0915:UTM  14      -  MARS AZ MK                               115 55 12.2
 FJ0915
 FJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7085489846(NAD 83)
 FJ0915
 FJ0915|---------------------------------------------------------------------|
 FJ0915| PID    Reference Object                     Distance      Geod. Az  |
 FJ0915|                                                           dddmmss.s |
 FJ0915| CL4850 MARS RM 1                             9.603 METERS 07802     |
 FJ0915| CL4849 MARS AZ MK                                         1165958.7 |
 FJ0915| CL4851 MARS RM 2                             9.380 METERS 34256     |
 FJ0915|---------------------------------------------------------------------|
 FJ0915
 FJ0915                          SUPERSEDED SURVEY CONTROL
 FJ0915
 FJ0915  NAD 83(1986)-  35 08 13.22829(N)    097 07 28.68493(W) AD(       ) 3
 FJ0915  NAD 27      -  35 08 12.96961(N)    097 07 27.59581(W) AD(       ) 3
 FJ0915
 FJ0915.Superseded values are not recommended for survey control.
 FJ0915
 FJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0915.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0915
 FJ0915_MARKER: DS = TRIANGULATION STATION DISK
 FJ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0915_STAMPING: MARS 1957
 FJ0915_MARK LOGO: CGS
 FJ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0915+STABILITY: SURFACE MOTION
 FJ0915
 FJ0915  HISTORY     - Date     Condition        Report By
 FJ0915  HISTORY     - 1957     MONUMENTED       CGS
 FJ0915  HISTORY     - 19851017 GOOD             OKDOT
 FJ0915
 FJ0915                          STATION DESCRIPTION
 FJ0915
 FJ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0915'STATION IS ABOUT 6-1/2 MILES WEST OF MACOMB, 1 MILE EAST OF
 FJ0915'THE CLEVELAND-POTTAWATOMIE COUNTY LINE AND NEAR THE WEST SIDE
 FJ0915'CENTER OF SECTION 29, T 8 N, R 2 E, ALONG THE EAST SIDE OF
 FJ0915'A COUNTY ROAD AND AT THE WEST EDGE OF A PASTURE.
 FJ0915'
 FJ0915'STATION IS REACHED FROM A CROSSROADS JUST NORTH OF THE SCHOOL
 FJ0915'BUILDINGS IN MACOMB, BY GOING WEST ON A PAVED ROAD, TURNING
 FJ0915'TO GRAVEL, FOR 2.5 MILES TO A CROSSROADS, CONTINUE WEST ON THE MAIN
 FJ0915'ROAD FOR 3.95 MILES TO A CROSSROADS AT A SIGN MARS CEMETERY
 FJ0915'TURN LEFT AND GO SOUTH FOR 0.55 MILES TO A GATE AND THE STATION
 FJ0915'ON THE LEFT.  THE AZIMUTH MARK IS REACHED FROM THE STATION BY
 FJ0915'FOLLOWING A TRACK ROAD EAST AND SOUTHEAST FOR 0.35 MILE TO THE
 FJ0915'WEST EDGE OF A WOODS, TURN RIGHT AND GO SOUTH ALONG THE WEST
 FJ0915'SIDE OF THE WOODS FOR 0.05 MILE TO THE MARK.
 FJ0915'
 FJ0915'STATION MARKS ARE STANDARD DISKS, STAMPED MARS 1957.  THE
 FJ0915'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0915'6 INCHES.  IT IS 48 FEET EAST OF THE CENTER OF THE COUNTY
 FJ0915'ROAD, 26 FEET NORTHEAST OF THE CENTER OF THE GATE, 25 FEET
 FJ0915'NORTH OF THE CENTER OF THE TRACK ROAD, 10 FEET SOUTH OF A
 FJ0915'14-INCH TREE HAVING A TRIANGULAR BLAZE ON THE SOUTH SIDE,
 FJ0915'10 FEET EAST OF A RIGHT-OF-WAY FENCE AND 8 FEET NORTH OF
 FJ0915'A 24-INCH TREE HAVING A TRIANGULAR BLAZE ON THE WEST SIDE.
 FJ0915'A WHITE WITNESS POST WAS SET 9 FEET WEST OF THE MARK.  THE
 FJ0915'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 FJ0915'INCHES BELOW THE GROUND SURFACE.
 FJ0915'
 FJ0915'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARS NO 1 1957,
 FJ0915'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ0915'IT IS 79 FEET EAST OF THE CENTER OF THE COUNTY ROAD, 43 FEET NORTH
 FJ0915'OF THE CENTER OF THE TRACK ROAD, 41 FEET EAST OF THE FENCE, 34
 FJ0915'FEET NORTHEAST OF THE 24-INCH BLAZED TREE AND 32 FEET EAST OF THE
 FJ0915'14-INCH BLAZED TREE.
 FJ0915'
 FJ0915'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARS NO 2 1957,
 FJ0915'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ0915'IT IS 56 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 38 FEET EAST
 FJ0915'OF THE CENTER OF THE COUNTY ROAD, 21 FEET NORTHWEST OF 14-INCH
 FJ0915'BLAZED TREE AND 2 FEET EAST OF THE FENCE.
 FJ0915'
 FJ0915'AZIMUTH MARK IS A STANDARD DISK, STAMPED MARS 1957, SET IN A
 FJ0915'10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS IN THE
 FJ0915'SOUTHEAST CORNER OF THE PASTURE, 30 FEET NORTHEAST OF AN 18-INCH
 FJ0915'TREE HAVING A TRIANGULAR BLAZE ON THE NORTH SIDE AND 22 FEET
 FJ0915'SOUTHWEST OF A 20-INCH TREE HAVING A TRIANGULAR BLAZE ON THE
 FJ0915'SOUTH SIDE.  A WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE
 FJ0915'MARK.
 FJ0915
 FJ0915                          STATION RECOVERY (1985)
 FJ0915
 FJ0915'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1985 (ORS)
 FJ0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0524 ***********************************************************************
 GJ0524  DESIGNATION -  MARSH
 GJ0524  PID         -  GJ0524
 GJ0524  STATE/COUNTY-  OK/ALFALFA
 GJ0524  COUNTRY     -  US
 GJ0524  USGS QUAD   -  BURLINGTON (2018)
 GJ0524
 GJ0524                         *CURRENT SURVEY CONTROL
 GJ0524  ______________________________________________________________________
 GJ0524* NAD 83(1997) POSITION- 36 59 48.66550(N) 098 24 34.18742(W)   ADJUSTED
 GJ0524* NAVD 88 ORTHO HEIGHT -   413.    (meters)     1355.    (feet) SCALED
 GJ0524  ______________________________________________________________________
 GJ0524  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 GJ0524  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 GJ0524  HORZ ORDER      -  FIRST
 GJ0524
 GJ0524.The horizontal coordinates were established by classical geodetic methods
 GJ0524.and adjusted by the National Geodetic Survey in October 1998.
 GJ0524
 GJ0524.The orthometric height was scaled from a topographic map.
 GJ0524
 GJ0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0524.GEOID18 height accuracy estimate available here.
 GJ0524
 GJ0524.Click photographs - Photos may exist for this station.
 GJ0524
 GJ0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0524
 GJ0524. The following values were computed from the NAD 83(1997) position.
 GJ0524
 GJ0524;                    North         East     Units Scale Factor Converg.
 GJ0524;SPC OK N     -   221,645.543   563,546.810   MT  1.00005011   -0 14 30.0
 GJ0524;SPC OK N     -   727,182.09  1,848,903.16   sFT  1.00005011   -0 14 30.0
 GJ0524;UTM  14      - 4,094,686.039   552,543.104   MT  0.99963401   +0 21 19.3
 GJ0524
 GJ0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0524!SPC OK N     -   0.99993961  x   1.00005011  =   0.99998972
 GJ0524!UTM  14      -   0.99993961  x   0.99963401  =   0.99957364
 GJ0524
 GJ0524:                Primary Azimuth Mark                     Grid Az
 GJ0524:SPC OK N     -  MARSH AZ MK                              275 54 18.2
 GJ0524:UTM  14      -  MARSH AZ MK                              275 18 28.9
 GJ0524
 GJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5254394686(NAD 83)
 GJ0524
 GJ0524|---------------------------------------------------------------------|
 GJ0524| PID    Reference Object                     Distance      Geod. Az  |
 GJ0524|                                                           dddmmss.s |
 GJ0524| GJ0519 RIVERSIDE CH OF CHRIST SPIRE        APPROX. 6.8 KM 1513546.8 |
 GJ0524| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.26.4 KM 1695156.0 |
 GJ0524| CK9363 MARSH RM 1                            5.134 METERS 21428     |
 GJ0524| CK9362 MARSH AZ MK                                        2753948.2 |
 GJ0524| HG0844 KIOWA WESTERN P AND L CO TANK       APPROX. 7.0 KM 2943115.2 |
 GJ0524| CK9364 MARSH RM 2                            3.588 METERS 31017     |
 GJ0524|---------------------------------------------------------------------|
 GJ0524
 GJ0524                          SUPERSEDED SURVEY CONTROL
 GJ0524
 GJ0524  NAD 83(1993)-  36 59 48.66597(N)    098 24 34.18980(W) AD(       ) 1
 GJ0524  NAD 83(1986)-  36 59 48.66939(N)    098 24 34.17834(W) AD(       ) 1
 GJ0524  NAD 27      -  36 59 48.57367(N)    098 24 32.91594(W) AD(       ) 1
 GJ0524
 GJ0524.Superseded values are not recommended for survey control.
 GJ0524
 GJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0524.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0524
 GJ0524_MARKER: DS = TRIANGULATION STATION DISK
 GJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0524_STAMPING: MARSH 1934
 GJ0524_MARK LOGO: CGS
 GJ0524_PROJECTION: RECESSED 30 CENTIMETERS
 GJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0524+STABILITY: SURFACE MOTION
 GJ0524
 GJ0524  HISTORY     - Date     Condition        Report By
 GJ0524  HISTORY     - 1934     MONUMENTED       CGS
 GJ0524  HISTORY     - 1951     GOOD             CGS
 GJ0524
 GJ0524                          STATION DESCRIPTION
 GJ0524
 GJ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0524'STATION IS LOCATED IN SEC. 8, T. 29 N., R. 11 W., ABOUT 4 MILES
 GJ0524'EAST AND 1-1/2 MILES SOUTH OF KIOWA, 6 MILES SOUTH OF HAZELTON,
 GJ0524'KANSAS ON A CULTIVATED KNOLL ABOUT 180 YARDS SOUTH OF THE
 GJ0524'KANSAS-OKLAHOMA STATE LINE.
 GJ0524'
 GJ0524'REACHED FROM THE POST OFFICE IN KIOWA BY GOING EAST ON STATE
 GJ0524'HIGHWAY 14 FOR 3.6 MILES, TURN RIGHT (SOUTH) WHERE STATE
 GJ0524'HIGHWAY 14 TURNS NORTH) GO 1.35 MILES TO STATE LINE, TURN
 GJ0524'LEFT (EAST) GO 0.6 MILE TO TOP OF RIDGE AND STATION TO RIGHT
 GJ0524'IN WHEAT FIELD (1934).
 GJ0524'
 GJ0524'STATION IS ABOUT 0.1 MILE SOUTHWEST OF GAS LINE VALVE STATION,
 GJ0524'ON HIGHEST POINT OF KNOLL, 566 FEET SOUTH OF CENTERLINE OF
 GJ0524'STATE LINE ROAD AND 6 FEET EAST OF NORTH-AND-SOUTH FENCE LINE.
 GJ0524'MARK IS SET ABOUT 12 INCHES BELOW THE SURFACE OF
 GJ0524'THE GROUND.  UNDERGROUND MARK SET AS DESCRIBED.
 GJ0524'
 GJ0524'REFERENCE MARK NO. 1 IS 3.134 METERS (10.28 FEET)
 GJ0524'SOUTHWEST OF STATION IN NORTH-AND-SOUTH FENCE LINE AND PROJECTS
 GJ0524'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0524'
 GJ0524'REFERENCE MARK NO. 2 IS 3.588 METERS (11.77 FEET)
 GJ0524'NORTHWEST OF STATION IN NORTH-AND-SOUTH FENCE LINE AND PROJECTS
 GJ0524'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0524'
 GJ0524'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST OF
 GJ0524'STATION.  REACHED BY GOING NORTH TO STATE LINE ROAD, THEN
 GJ0524'TURN LEFT (WEST) AND GO 1.0 MILE TO FARMHOUSE ON RIGHT.  MARK
 GJ0524'IS SET ABOUT 75 FEET SOUTHEAST OF ENTRANCE TO FARMHOUSE, 35
 GJ0524'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD IN EAST-WEST FENCE
 GJ0524'LINE CORNER AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF
 GJ0524'THE GROUND.
 GJ0524'
 GJ0524'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0524
 GJ0524                          STATION RECOVERY (1951)
 GJ0524
 GJ0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 GJ0524'STATION RECOVERED.  STATION MARK, BOTH REFERENCE MARKS, AND
 GJ0524'AZIMUTH MARK WERE FOUND AS PREVIOUSLY DESCRIBED AND ARE IN
 GJ0524'GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 GJ0524'FROM KIOWA, KANSAS, IS GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0735 ***********************************************************************
 GK0735  DESIGNATION -  MARSHALL
 GK0735  PID         -  GK0735
 GK0735  STATE/COUNTY-  OK/TEXAS
 GK0735  COUNTRY     -  US
 GK0735  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0735
 GK0735                         *CURRENT SURVEY CONTROL
 GK0735  ______________________________________________________________________
 GK0735* NAD 83(1997) POSITION- 36 54 26.08558(N) 101 54 06.89711(W)   ADJUSTED
 GK0735* NAD 83(1997) ELLIP HT-  1079.791 (meters)        (10/02/98)   ADJUSTED
 GK0735* NAVD 88 ORTHO HEIGHT -  1105.157 (meters)     3625.84  (feet) ADJUSTED
 GK0735  ______________________________________________________________________
 GK0735  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 GK0735  NAD 83(1997) X  - -1,053,261.087 (meters)                     COMP
 GK0735  NAD 83(1997) Y  - -4,997,253.888 (meters)                     COMP
 GK0735  NAD 83(1997) Z  -  3,809,815.800 (meters)                     COMP
 GK0735  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 GK0735  DYNAMIC HEIGHT  -       1104.004 (meters)     3622.05  (feet) COMP
 GK0735  MODELED GRAVITY -    979,550.4   (mgal)                       NAVD 88
 GK0735
 GK0735  HORZ ORDER      -  FIRST
 GK0735  VERT ORDER      -  SECOND    CLASS 0
 GK0735  ELLP ORDER      -  FOURTH    CLASS I
 GK0735
 GK0735.The horizontal coordinates were established by classical geodetic methods
 GK0735.and adjusted by the National Geodetic Survey in October 1998.
 GK0735
 GK0735.The orthometric height was determined by differential leveling and
 GK0735.adjusted by the NATIONAL GEODETIC SURVEY
 GK0735.in June 1991.
 GK0735
 GK0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0735.GEOID18 height accuracy estimate available here.
 GK0735
 GK0735.Click photographs - Photos may exist for this station.
 GK0735
 GK0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0735
 GK0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0735
 GK0735.The ellipsoidal height was determined by GPS observations
 GK0735.and is referenced to NAD 83.
 GK0735
 GK0735.The dynamic height is computed by dividing the NAVD 88
 GK0735.geopotential number by the normal gravity value computed on the
 GK0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0735.degrees latitude (g = 980.6199 gals.).
 GK0735
 GK0735.The modeled gravity was interpolated from observed gravity values.
 GK0735
 GK0735. The following values were computed from the NAD 83(1997) position.
 GK0735
 GK0735;                    North         East     Units Scale Factor Converg.
 GK0735;SPC OK N     -   218,611.151   252,346.162   MT  1.00002867   -2 18 09.7
 GK0735;SPC OK N     -   717,226.75    827,905.70   sFT  1.00002867   -2 18 09.7
 GK0735;UTM  14      - 4,088,516.735   241,454.563   MT  1.00042358   -1 44 37.1
 GK0735
 GK0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0735!SPC OK N     -   0.99983057  x   1.00002867  =   0.99985924
 GK0735!UTM  14      -   0.99983057  x   1.00042358  =   1.00025408
 GK0735
 GK0735:                Primary Azimuth Mark                     Grid Az
 GK0735:SPC OK N     -  ELAM                                     305 20 56.9
 GK0735:UTM  14      -  ELAM                                     304 47 24.3
 GK0735
 GK0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4145488516(NAD 83)
 GK0735
 GK0735|---------------------------------------------------------------------|
 GK0735| PID    Reference Object                     Distance      Geod. Az  |
 GK0735|                                                           dddmmss.s |
 GK0735| GK0954 MARSHALL 2 AZ MK                    APPROX. 0.5 KM 0011052.5 |
 GK0735| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX.10.4 KM 0013053.4 |
 GK0735| GK0736 MARSHALL 2                           13.849 METERS 09329     |
 GK0735| GK0733 MARSHALL RM 1                        31.468 METERS 09732     |
 GK0735| GK0731 MARSHALL RM 2                        41.877 METERS 18402     |
 GK0735| GK0952 ELAM                                APPROX. 8.1 KM 3030247.2 |
 GK0735| GK0955 MARSHALL AZ MK                      APPROX. 0.5 KM 3594200.1 |
 GK0735|---------------------------------------------------------------------|
 GK0735
 GK0735                          SUPERSEDED SURVEY CONTROL
 GK0735
 GK0735  NAD 83(1993)-  36 54 26.08510(N)    101 54 06.89705(W) AD(       ) 1
 GK0735  ELLIP H (12/21/93) 1078.157  (m)                       GP(       ) 4 1
 GK0735  NAD 83(1992)-  36 54 26.09554(N)    101 54 06.88494(W) AD(       ) 1
 GK0735  ELLIP H (01/07/93) 1078.157  (m)                       GP(       ) 4 2
 GK0735  NAD 83(1986)-  36 54 26.09715(N)    101 54 06.88462(W) AD(       ) 1
 GK0735  NAD 27      -  36 54 26.01589(N)    101 54 05.29179(W) AD(       ) 1
 GK0735  NGVD 29 (??/??/92) 1104.673  (m)         3624.25   (f) ADJ UNCH    2 0
 GK0735  NGVD 29            1104.67   (m)         3624.2    (f) LEVELING    3  
 GK0735
 GK0735.Superseded values are not recommended for survey control.
 GK0735
 GK0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0735.See file dsdata.pdf to determine how the superseded data were derived.
 GK0735
 GK0735_MARKER: DS = TRIANGULATION STATION DISK
 GK0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0735_STAMPING: MARSHALL 1934
 GK0735_MARK LOGO: CGS
 GK0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0735+STABILITY: SURFACE MOTION
 GK0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0735+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1989
 GK0735
 GK0735  HISTORY     - Date     Condition        Report By
 GK0735  HISTORY     - 1934     MONUMENTED       CGS
 GK0735  HISTORY     - 1934     GOOD             CGS
 GK0735  HISTORY     - 1935     GOOD             CGS
 GK0735  HISTORY     - 1955     MARK NOT FOUND   CGS
 GK0735  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GK0735  HISTORY     - 1971     GOOD             USGS
 GK0735  HISTORY     - 19890608 GOOD             NGS
 GK0735
 GK0735                          STATION DESCRIPTION
 GK0735
 GK0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0735'THIS STATION IS ABOUT 6 MILES S OF ELKHART IN THE SW CORNER OF
 GK0735'LOT ON WHICH FARMHOUSE OF J.M. MARSHALL IS LOCATED, 47 FEET
 GK0735'N OF THE CENTER LINE OF A GRADED ROAD, 57 FEET E OF THE CENTER
 GK0735'LINE OF A GRADED ROAD, 157.5 FEET SW OF THE SW CORNER OF MR.
 GK0735'MARSHALLS RESIDENCE IN THE SW 1/4 OF SEC. 8, T 5 N, R 11 E,
 GK0735'MARK PROJECTS 6 INCHES.
 GK0735'
 GK0735'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0735'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0735'
 GK0735'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 29 FEET N OF THE
 GK0735'CENTER LINE OF A GRADED ROAD, 160 FEET E OF THE CENTER LINE OF A
 GK0735'GRADED ROAD, AND PROJECTS 6 INCHES.
 GK0735'
 GK0735'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT W OF THE E
 GK0735'RIGHT-OF-WAY FENCE, 46 FEET E OF THE CENTER LINE OF A GRADED
 GK0735'ROAD, 61 FEET S OF A NW FENCE CORNER, AND PROJECTS 4 INCHES.
 GK0735'
 GK0735'THE AZIMUTH MARK IS N OF THE STATION, 2 FEET E OF THE E
 GK0735'RIGHT-OF-WAY FENCE, 52 FEET E OF THE CENTER LINE OF A GRADED
 GK0735'ROAD, AND PROJECTS 4 INCHES.
 GK0735'
 GK0735'THE STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY
 GK0735'27 AND THE ROAD ALONG THE KANSAS-OKLAHOMA STATE LINE, WHICH
 GK0735'IS 1/2 MILE S OF THE TOWN OF ELKHART, BY GOING S ON THE MAIN
 GK0735'GRADED ROAD FOR 6.0 MILES TO A GRADED CROSS ROAD AND J.M.
 GK0735'MARSHALLS FARM BUILDINGS IN THE NE ANGLE.  THE STATION IS IN
 GK0735'THE NE ANGLE.
 GK0735'
 GK0735'ALL OF THE OBJECTS, EXCEPT STATIONS ZDANOVICH, WEBB AND STATION
 GK0735'DOOLIN, ARE VISIBLE FROM THE GROUND.
 GK0735'
 GK0735'A 20-FOOT STAND WILL CLEAR ALL LINES.
 GK0735
 GK0735                          STATION RECOVERY (1934)
 GK0735
 GK0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GK0735'RECOVERED IN GOOD CONDITION.
 GK0735
 GK0735                          STATION RECOVERY (1935)
 GK0735
 GK0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GK0735'6.6 MI S FROM ELKHART, KANSAS.
 GK0735'6.6 MI S ALONG ROAD TO EVA, OKLA ABOUT 60 FT E OF THE CENTERLINE OF
 GK0735'THE ROAD, ABOUT 45 FT N OF A CROSS ROAD.
 GK0735
 GK0735                          STATION RECOVERY (1955)
 GK0735
 GK0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GK0735'MARK NOT FOUND.
 GK0735
 GK0735                          STATION RECOVERY (1955)
 GK0735
 GK0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 GK0735'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0735'ALL MARKS WERE DESTROYED AT THE REQUEST OF THE OKLAHOMA
 GK0735'HIGHWAY DEPARTMENT TO CLEAR NEW HIGHWAY CONSTRUCTION AREAS
 GK0735'AFTER STATION MARSHALL 2 WAS ESTABLISHED IN THE VICINITY.
 GK0735
 GK0735                          STATION RECOVERY (1971)
 GK0735
 GK0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JEK)
 GK0735'STATION MARK PREVIOUSLY REPORTED DESTROYED WAS FOUND IN GOOD
 GK0735'CONDITION.  R.M.S WERE NOT FOUND.  AZIMUTH MARK WAS FOUND
 GK0735'IN GOOD CONDITION AS DESCRIBED BUT COULD NOT BE SEEN BECAUSE
 GK0735'OF TELEPHONE POLES IN LINE.
 GK0735'
 GK0735'DISTANCE TO MARSHALL 2 1955 MISSED 0.01 FT.
 GK0735'
 GK0735'DIRECTION TO AZIMUTH MARSHALL 2 1955 MISSED +53.20 SECONDS.
 GK0735'
 GK0735'THE OLD DESCRIPTION IS ADEQUATE EXCEPT--STATION MARK IS 44 FT.
 GK0735'N. CENTER OF AN E-W RD. AND 59 FT. E. CENTER OF HWY., 2.5 FT.
 GK0735'N. AND 0.5 FT. W. OF A POWER LINE BRACE POLE.  THE MARK IS
 GK0735'FLUSH WITH THE GROUND, 1 FT. S. OF METAL WITNESS POST.
 GK0735
 GK0735                          STATION RECOVERY (1989)
 GK0735
 GK0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GK0735'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 GK0735'FOLLOWS.
 GK0735'THE STATION IS LOCATED ABOUT 33.0 KM (20.50 MI) NORTHEAST OF KEYES,
 GK0735'12.0 KM (7.45 MI) NORTH OF EVA, AND 9.8 KM (6.10 MI) SOUTH OF ELKHART,
 GK0735'KS.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GK0735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GK0735'HIGHWAYS 3 AND 95 IN FOUR CORNERS, GO NORTH ON HIGHWAY 95 FOR 16.3 KM
 GK0735'(10.15 MI) TO A PAVED CROSSROAD, AN ELECTRIC SUB-STATION AND THE
 GK0735'STATION ON THE RIGHT.
 GK0735'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 GK0735'CONCRETE POST THAT PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 18.2 M
 GK0735'(59.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.3 M (46.9 FT)
 GK0735'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 13.4 M
 GK0735'(44.0 FT) NORTH OF THE CENTERLINE OF THE PAVED ROAD, 0.6 M (2.0 FT)
 GK0735'WEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) SOUTH OF A METAL WITNESS
 GK0735'POST.
 GK0735'DESCRIBED BY E.J. HANSMANN, TYPED BY G.A. MEANS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0736 ***********************************************************************
 GK0736  DESIGNATION -  MARSHALL 2
 GK0736  PID         -  GK0736
 GK0736  STATE/COUNTY-  OK/TEXAS
 GK0736  COUNTRY     -  US
 GK0736  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0736
 GK0736                         *CURRENT SURVEY CONTROL
 GK0736  ______________________________________________________________________
 GK0736* NAD 83(1997) POSITION- 36 54 26.05824(N) 101 54 06.33873(W)   NO CHECK
 GK0736* NAVD 88 ORTHO HEIGHT -  1104.92  (meters)     3625.1   (feet) RESET
 GK0736  ______________________________________________________________________
 GK0736  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 GK0736  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 GK0736  HORZ ORDER      -  SECOND
 GK0736  VERT ORDER      -  THIRD
 GK0736
 GK0736.The horizontal coordinates were established by classical geodetic methods
 GK0736.and adjusted by the National Geodetic Survey in October 1998.
 GK0736
 GK0736.No horizontal observational check was made to the station.
 GK0736
 GK0736.The orthometric height was computed from unverified reset data.
 GK0736
 GK0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0736.GEOID18 height accuracy estimate available here.
 GK0736
 GK0736.Click photographs - Photos may exist for this station.
 GK0736
 GK0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0736
 GK0736. The following values were computed from the NAD 83(1997) position.
 GK0736
 GK0736;                    North         East     Units Scale Factor Converg.
 GK0736;SPC OK N     -   218,609.754   252,359.940   MT  1.00002867   -2 18 09.4
 GK0736;SPC OK N     -   717,222.17    827,950.90   sFT  1.00002867   -2 18 09.4
 GK0736;SPC TX N     - 1,322,633.702   164,186.376   MT  1.00024941   -0 13 58.2
 GK0736;SPC TX N     - 4,339,340.74    538,668.14   sFT  1.00024941   -0 13 58.2
 GK0736;UTM  14      - 4,088,515.472   241,468.360   MT  1.00042349   -1 44 36.7
 GK0736
 GK0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0736!SPC OK N     -   0.99983057  x   1.00002867  =   0.99985924
 GK0736!SPC TX N     -   0.99983057  x   1.00024941  =   1.00007994
 GK0736!UTM  14      -   0.99983057  x   1.00042349  =   1.00025399
 GK0736
 GK0736:                Primary Azimuth Mark                     Grid Az
 GK0736:SPC OK N     -  MARSHALL 2 AZ MK                         002 01 08.3
 GK0736:SPC TX N     -  MARSHALL 2 AZ MK                         359 56 57.1
 GK0736:UTM  14      -  MARSHALL 2 AZ MK                         001 27 35.6
 GK0736
 GK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4146888515(NAD 83)
 GK0736
 GK0736|---------------------------------------------------------------------|
 GK0736| PID    Reference Object                     Distance      Geod. Az  |
 GK0736|                                                           dddmmss.s |
 GK0736| GK0734 MARSHALL 2 RM 1                      17.212 METERS 09259     |
 GK0736| GK0732 MARSHALL 2 RM 2                      26.072 METERS 18114     |
 GK0736| GK0735 MARSHALL                             13.849 METERS 27329     |
 GK0736| GK0955 MARSHALL AZ MK                      APPROX. 0.5 KM 3581414.8 |
 GK0736| GK0954 MARSHALL 2 AZ MK                    APPROX. 0.5 KM 3594258.9 |
 GK0736|---------------------------------------------------------------------|
 GK0736
 GK0736                          SUPERSEDED SURVEY CONTROL
 GK0736
 GK0736  NAD 83(1993)-  36 54 26.05776(N)    101 54 06.33849(W) AD(       ) 2
 GK0736  NAD 83(1992)-  36 54 26.06819(N)    101 54 06.32638(W) AD(       ) 2
 GK0736  NAD 83(1986)-  36 54 26.06981(N)    101 54 06.32606(W) AD(       ) 2
 GK0736  NAD 27      -  36 54 25.98861(N)    101 54 04.73324(W) AD(       ) 2
 GK0736  NGVD 29            1104.44   (m)         3623.5    (f) LEVELING    3  
 GK0736
 GK0736.Superseded values are not recommended for survey control.
 GK0736
 GK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0736.See file dsdata.pdf to determine how the superseded data were derived.
 GK0736
 GK0736_MARKER: DS = TRIANGULATION STATION DISK
 GK0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0736_STAMPING: MARSHALL 2 1955
 GK0736_MARK LOGO: CGS
 GK0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0736+STABILITY: SURFACE MOTION
 GK0736
 GK0736  HISTORY     - Date     Condition        Report By
 GK0736  HISTORY     - 1955     MONUMENTED       CGS
 GK0736  HISTORY     - 1955     GOOD             CGS
 GK0736
 GK0736                          STATION DESCRIPTION
 GK0736
 GK0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 GK0736'THIS STATION IS ABOUT 6 MI. S OF ELKHART, KANSAS, IN THE SW CORNER
 GK0736'OF A CULTIVATED FIELD, AND AT THE JUNCTION OF AN E-W GRADED
 GK0736'ROAD AND STATE ROAD 95.  IT IS IN THE NE POINT OF THE INTERSECTION.
 GK0736'A STANDARD DISK, STAMPED MARSHALL 2 1955 AND SET IN A CONCRETE
 GK0736'MONUMENT PROJECTING ABOUT 2 IN. IT IS 5 FT.
 GK0736'N OF THE N EDGE OF THE CUT BANK ON THE N SIDE OF THE DEEP-GRADED
 GK0736'ROAD, 40 FT. N OF THE CENTERLINE OF THE ROAD, 100 FT. E OF THE
 GK0736'CENTERLINE OF THE HIGHWAY, AND 1-1/2 FT. W OF A 6-IN.
 GK0736'CREOSOTED POST.
 GK0736'
 GK0736'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MARSHALL 2 1955
 GK0736'AND SET IN A CONCRETE MONUMENT, 100 FT. E OF THE
 GK0736'CENTERLINE OF THE HIGHWAY, 1 FT. W OF A 6-IN. CREOSOTED POST,
 GK0736'AND ABOUT 0.3 MI. N OF THE STATION IN THE EDGE OF A CULTIVATED
 GK0736'FIELD.
 GK0736'
 GK0736'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARSHALL 2 1955
 GK0736'NO 1 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3 IN.
 GK0736'ABOUT 3 FT. N OF THE N EDGE OF THE E-W ROAD,
 GK0736'ABOUT 156 FT. E OF THE CENTERLINE OF THE HIGHWAY, AND E OF
 GK0736'THE STATION.
 GK0736'
 GK0736'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARSHALL 2 1955 NO
 GK0736'2 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 IN,
 GK0736'S OF THE STATION, 3 FT. S OF THE S EDGE OF THE ROAD CUT,
 GK0736'100 FT. E OF THE CENTERLINE OF THE HIGHWAY, 40 FT. S OF THE
 GK0736'CENTER OF THE GRADED ROAD, AND IN THE FENCE AND POLE LINE.
 GK0736'
 GK0736'TO REACH FROM ELKHART, KANSAS, GO S ON OKLAHOMA ROAD 95 FROM
 GK0736'THE CROSSROAD AND STATE LINE AT THE SW CORNER OF TOWN FOR 5.7
 GK0736'MI. TO THE AZIMUTH MARK ON THE LEFT.  THEN CONTINUE S FOR
 GK0736'0.3 MI. TO THE CROSSROAD AND THE STATION ON THE LEFT AS
 GK0736'DESCRIBED.
 GK0736
 GK0736                          STATION RECOVERY (1955)
 GK0736
 GK0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GK0736'6.6 MI S FROM ELKHART, KANSAS.
 GK0736'IN TEXAS COUNTY, OKLAHOMA, ABOUT 6.6 MILES SOUTH ALONG OKLAHOMA
 GK0736'HIGHWAY NO. 95, FROM MAIN STREET IN ELKHART, MORTON COUNTY, KANSAS, IN
 GK0736'THE NORTHEAST POINT OF THE INTERSECTION OF THE HIGHWAY AND A
 GK0736'DEEP-GRADED ROAD, ABOUT 100 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 GK0736'ABOUT 5 FEET NORTH OF THE NORTH EDGE OF THE COUNTY ROAD CUT. A
 GK0736'STANDARD DISK STAMPED MARSHALL 2 1955 AND SET IN A CONCRETE MONUMENT
 GK0736'PROJECTING ABOUT 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0734 ***********************************************************************
 GK0734  DESIGNATION -  MARSHALL 2 RM 1
 GK0734  PID         -  GK0734
 GK0734  STATE/COUNTY-  OK/TEXAS
 GK0734  COUNTRY     -  US
 GK0734  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0734
 GK0734                         *CURRENT SURVEY CONTROL
 GK0734  ______________________________________________________________________
 GK0734* NAD 83(1986) POSITION- 36 54 26.03   (N) 101 54 05.64   (W)   HD_HELD1
 GK0734* NAVD 88 ORTHO HEIGHT -  1104.92  (meters)     3625.1   (feet) RESET
 GK0734  ______________________________________________________________________
 GK0734  GEOID HEIGHT    -        -25.138 (meters)                     GEOID18
 GK0734  VERT ORDER      -  THIRD
 GK0734
 GK0734.The horizontal coordinates were determined by differentially corrected
 GK0734.hand held GPS observations or other comparable positioning techniques
 GK0734.and have an estimated accuracy of +/- 3 meters.
 GK0734
 GK0734.The orthometric height was computed from unverified reset data.
 GK0734
 GK0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0734.GEOID18 height accuracy estimate available here.
 GK0734
 GK0734.Click photographs - Photos may exist for this station.
 GK0734
 GK0734;                    North         East    Units  Estimated Accuracy
 GK0734;SPC OK N     -   218,608.2     252,377.2     MT  (+/- 3 meters HH1 GPS) 
 GK0734
 GK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4148588514(NAD 83)
 GK0734
 GK0734                          SUPERSEDED SURVEY CONTROL
 GK0734
 GK0734.No superseded survey control is available for this station.
 GK0734
 GK0734_MARKER: DR = REFERENCE MARK DISK
 GK0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0734_STAMPING: MARSHALL 2 1955 NO 1
 GK0734_MARK LOGO: CGS
 GK0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0734+STABILITY: SURFACE MOTION
 GK0734
 GK0734  HISTORY     - Date     Condition        Report By
 GK0734  HISTORY     - 1955     MONUMENTED       CGS
 GK0734
 GK0734                          STATION DESCRIPTION
 GK0734
 GK0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 GK0734'6.6 MI S FROM ELKHART, KANSAS.
 GK0734'IN TEXAS COUNTY, OKLAHOMA ALONG OKLAHOMA HIGHWAY NO. 95, 6.6 MILES
 GK0734'SOUTH OF ELKHART, MORTON COUNTY, KANSAS, ABOUT 56 FEET EAST OF THE
 GK0734'TRIANGULATION STATION MARSHALL 2, ABOUT 156 FEET EAST OF THE CENTER OF
 GK0734'THE HIGHWAY AND 3 FEET NORTH OF THE NORTH EDGE OF THE DEEP-GRADED ROAD
 GK0734'TO THE EAST. A STANDARD REFERENCE DISK STAMPED MARSHALL 2 1955, NO 1
 GK0734'SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0732 ***********************************************************************
 GK0732  DESIGNATION -  MARSHALL 2 RM 2
 GK0732  PID         -  GK0732
 GK0732  STATE/COUNTY-  OK/TEXAS
 GK0732  COUNTRY     -  US
 GK0732  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0732
 GK0732                         *CURRENT SURVEY CONTROL
 GK0732  ______________________________________________________________________
 GK0732* NAD 83(1986) POSITION- 36 54 25.21   (N) 101 54 06.36   (W)   HD_HELD1
 GK0732* NAVD 88 ORTHO HEIGHT -  1104.90  (meters)     3625.0   (feet) RESET
 GK0732  ______________________________________________________________________
 GK0732  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 GK0732  VERT ORDER      -  THIRD
 GK0732
 GK0732.The horizontal coordinates were determined by differentially corrected
 GK0732.hand held GPS observations or other comparable positioning techniques
 GK0732.and have an estimated accuracy of +/- 3 meters.
 GK0732
 GK0732.The orthometric height was computed from unverified reset data.
 GK0732
 GK0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0732.GEOID18 height accuracy estimate available here.
 GK0732
 GK0732.Click photographs - Photos may exist for this station.
 GK0732
 GK0732;                    North         East    Units  Estimated Accuracy
 GK0732;SPC OK N     -   218,583.6     252,358.4     MT  (+/- 3 meters HH1 GPS) 
 GK0732
 GK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4146788489(NAD 83)
 GK0732
 GK0732                          SUPERSEDED SURVEY CONTROL
 GK0732
 GK0732.No superseded survey control is available for this station.
 GK0732
 GK0732_MARKER: DR = REFERENCE MARK DISK
 GK0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0732_STAMPING: MARSHALL 2 1955 NO 2
 GK0732_MARK LOGO: CGS
 GK0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0732+STABILITY: SURFACE MOTION
 GK0732
 GK0732  HISTORY     - Date     Condition        Report By
 GK0732  HISTORY     - 1955     MONUMENTED       CGS
 GK0732
 GK0732                          STATION DESCRIPTION
 GK0732
 GK0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 GK0732'6.6 MI S FROM ELKHART, KANSAS.
 GK0732'IN TEXAS COUNTY, OKLAHOMA, ABOUT 6.6 MILES SOUTH FROM ELKHART, MORTON
 GK0732'COUNTY, TEXAS, ALONG OKLAHOMA HIGHWAY NO. 95, ABOUT 85 FEET SOUTH OF
 GK0732'THE TRIANGULATION STATION MARSHALL 2, IN THE SOUTH FENCE LINE OF THE
 GK0732'DEEPGRADED ROAD EAST AND ABOUT 100 FEET EAST OF THE CENTER OF THE
 GK0732'HIGHWAY. A STANDARD REFERENCE DISK SET IN A CONCRETE MONUMENT WHICH
 GK0732'PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 4 FEET SOUTH OF THE EDGE OF THE
 GK0732'GRADED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0783 ***********************************************************************
 GH0783  DESIGNATION -  MARSHALL FARMERS COOP ELEV
 GH0783  PID         -  GH0783
 GH0783  STATE/COUNTY-  OK/LOGAN
 GH0783  COUNTRY     -  US
 GH0783  USGS QUAD   -  MARSHALL WEST (2018)
 GH0783
 GH0783                         *CURRENT SURVEY CONTROL
 GH0783  ______________________________________________________________________
 GH0783* NAD 83(1993) POSITION- 36 09 10.91514(N) 097 37 38.05092(W)   ADJUSTED
 GH0783  ______________________________________________________________________
 GH0783  GEOID HEIGHT    -        -27.888 (meters)                     GEOID18
 GH0783  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 GH0783  HORZ ORDER      -  THIRD
 GH0783
 GH0783.The horizontal coordinates were established by classical geodetic methods
 GH0783.and adjusted by the National Geodetic Survey in November 1994.
 GH0783
 GH0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0783.GEOID18 height accuracy estimate available here.
 GH0783
 GH0783.Click photographs - Photos may exist for this station.
 GH0783
 GH0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0783
 GH0783. The following values were computed from the NAD 83(1993) position.
 GH0783
 GH0783;                    North         East     Units Scale Factor Converg.
 GH0783;SPC OK N     -   127,996.561   633,542.777   MT  0.99994544   +0 13 11.9
 GH0783;SPC OK N     -   419,935.38  2,078,548.26   sFT  0.99994544   +0 13 11.9
 GH0783;UTM  14      - 4,001,794.979   623,488.068   MT  0.99978789   +0 48 35.8
 GH0783
 GH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2348801794(NAD 83)
 GH0783
 GH0783                          SUPERSEDED SURVEY CONTROL
 GH0783
 GH0783  NAD 83(1986)-  36 09 10.92128(N)    097 37 38.03967(W) AD(       ) 3
 GH0783  NAD 27      -  36 09 10.78507(N)    097 37 36.86012(W) AD(       ) 3
 GH0783
 GH0783.Superseded values are not recommended for survey control.
 GH0783
 GH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0783.See file dsdata.pdf to determine how the superseded data were derived.
 GH0783
 GH0783_MARKER: 65 = GRAIN ELEVATOR
 GH0783
 GH0783  HISTORY     - Date     Condition        Report By
 GH0783  HISTORY     - 1955     FIRST OBSERVED   CGS
 GH0783  HISTORY     - 1963     GOOD             CGS
 GH0783
 GH0783                          STATION DESCRIPTION
 GH0783
 GH0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 GH0783'ELEVATOR AT THE SOUTHWEST EDGE OF MARSHALL AND ACROSS THE
 GH0783'TRACKS FROM THE RAILROAD DEPOT.
 GH0783'
 GH0783'THE ELEVATOR IS OWNED AND OPERATED BY THE FARMERS CO-OP
 GH0783'ELEVATOR CO.
 GH0783
 GH0783                          STATION RECOVERY (1963)
 GH0783
 GH0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0783'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON
 GH0783'A 165 FOOT HIGH, WHITE COLORED ELEVATOR, LOCATED IN THE TOWN
 GH0783'OF MARSHALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0782 ***********************************************************************
 GH0782  DESIGNATION -  MARSHALL MUNICIPAL TANK
 GH0782  PID         -  GH0782
 GH0782  STATE/COUNTY-  OK/LOGAN
 GH0782  COUNTRY     -  US
 GH0782  USGS QUAD   -  MARSHALL WEST (2018)
 GH0782
 GH0782                         *CURRENT SURVEY CONTROL
 GH0782  ______________________________________________________________________
 GH0782* NAD 83(1993) POSITION- 36 09 16.09378(N) 097 37 35.54084(W)   ADJUSTED
 GH0782  ______________________________________________________________________
 GH0782  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 GH0782  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 GH0782  HORZ ORDER      -  THIRD
 GH0782
 GH0782.The horizontal coordinates were established by classical geodetic methods
 GH0782.and adjusted by the National Geodetic Survey in November 1994.
 GH0782
 GH0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0782.GEOID18 height accuracy estimate available here.
 GH0782
 GH0782.Click photographs - Photos may exist for this station.
 GH0782
 GH0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0782
 GH0782. The following values were computed from the NAD 83(1993) position.
 GH0782
 GH0782;                    North         East     Units Scale Factor Converg.
 GH0782;SPC OK N     -   128,156.412   633,604.903   MT  0.99994543   +0 13 13.4
 GH0782;SPC OK N     -   420,459.83  2,078,752.09   sFT  0.99994543   +0 13 13.4
 GH0782;UTM  14      - 4,001,955.436   623,548.536   MT  0.99978808   +0 48 37.4
 GH0782
 GH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2354801955(NAD 83)
 GH0782
 GH0782                          SUPERSEDED SURVEY CONTROL
 GH0782
 GH0782  NAD 83(1986)-  36 09 16.10019(N)    097 37 35.52998(W) AD(       ) 3
 GH0782  NAD 27      -  36 09 15.96197(N)    097 37 34.35622(W) AD(       ) 3
 GH0782
 GH0782.Superseded values are not recommended for survey control.
 GH0782
 GH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0782.See file dsdata.pdf to determine how the superseded data were derived.
 GH0782
 GH0782_MARKER: 53 = ELEVATED TANK
 GH0782
 GH0782  HISTORY     - Date     Condition        Report By
 GH0782  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0782
 GH0782                          STATION DESCRIPTION
 GH0782
 GH0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0782'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH, ELEVATED
 GH0782'TANK, LOCATED IN MARSHALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0908 ***********************************************************************
 EM0908  DESIGNATION -  MARTHA
 EM0908  PID         -  EM0908
 EM0908  STATE/COUNTY-  OK/JACKSON
 EM0908  COUNTRY     -  US
 EM0908  USGS QUAD   -  MARTHA (2018)
 EM0908
 EM0908                         *CURRENT SURVEY CONTROL
 EM0908  ______________________________________________________________________
 EM0908* NAD 83(1993) POSITION- 34 43 29.79566(N) 099 25 10.67234(W)   ADJUSTED
 EM0908* NAVD 88 ORTHO HEIGHT -   435.8   (meters)     1430.    (feet) VERTCON3
 EM0908  ______________________________________________________________________
 EM0908  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 EM0908  LAPLACE CORR    -          4.90  (seconds)                    DEFLEC18
 EM0908  HORZ ORDER      -  THIRD
 EM0908
 EM0908.The horizontal coordinates were established by classical geodetic methods
 EM0908.and adjusted by the National Geodetic Survey in November 1994.
 EM0908
 EM0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0908
 EM0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0908.GEOID18 height accuracy estimate available here.
 EM0908
 EM0908.Click photographs - Photos may exist for this station.
 EM0908
 EM0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0908
 EM0908. The following values were computed from the NAD 83(1993) position.
 EM0908
 EM0908;                    North         East     Units Scale Factor Converg.
 EM0908;SPC OK S     -   155,276.793   469,984.521   MT  0.99993895   -0 48 20.9
 EM0908;SPC OK S     -   509,437.28  1,541,940.88   sFT  0.99993895   -0 48 20.9
 EM0908;UTM  14      - 3,842,621.151   461,580.142   MT  0.99961819   -0 14 20.5
 EM0908
 EM0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0908!SPC OK S     -   0.99993584  x   0.99993895  =   0.99987480
 EM0908!UTM  14      -   0.99993584  x   0.99961819  =   0.99955406
 EM0908
 EM0908:                Primary Azimuth Mark                     Grid Az
 EM0908:SPC OK S     -  BLAIR MUNICIPAL TANK                     051 20 32.4
 EM0908:UTM  14      -  BLAIR MUNICIPAL TANK                     050 46 32.0
 EM0908
 EM0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6158042621(NAD 83)
 EM0908
 EM0908|---------------------------------------------------------------------|
 EM0908| PID    Reference Object                     Distance      Geod. Az  |
 EM0908|                                                           dddmmss.s |
 EM0908| EM0913 BLAIR MUNICIPAL TANK                APPROX. 9.9 KM 0503211.5 |
 EM0908| CX8596 MARTHA AZ MK                                       0883900.3 |
 EM0908| CX8597 MARTHA RM 1                          10.168 METERS 09244     |
 EM0908| CX8599 MARTHA RM 3                          13.099 METERS 26213     |
 EM0908| CX8598 MARTHA RM 2                          21.270 METERS 34835     |
 EM0908|---------------------------------------------------------------------|
 EM0908
 EM0908                          SUPERSEDED SURVEY CONTROL
 EM0908
 EM0908  NAD 83(1986)-  34 43 29.80175(N)    099 25 10.66554(W) AD(       ) 3
 EM0908  NAD 27      -  34 43 29.56700(N)    099 25 09.35800(W) AD(       ) 3
 EM0908  NGVD 29 (07/19/86)  435.6    (m)         1429.     (f) VERT ANG       
 EM0908
 EM0908.Superseded values are not recommended for survey control.
 EM0908
 EM0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0908.See file dsdata.pdf to determine how the superseded data were derived.
 EM0908
 EM0908_MARKER: DS = TRIANGULATION STATION DISK
 EM0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0908_STAMPING: MARTHA 1948 1963
 EM0908_MARK LOGO: CGS
 EM0908_PROJECTION: RECESSED 10 CENTIMETERS
 EM0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0908+STABILITY: SURFACE MOTION
 EM0908
 EM0908  HISTORY     - Date     Condition        Report By
 EM0908  HISTORY     - 1948     MONUMENTED       CGS
 EM0908  HISTORY     - 1962     GOOD             USGS
 EM0908  HISTORY     - 1963     POOR             CGS
 EM0908  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0908
 EM0908                          STATION DESCRIPTION
 EM0908
 EM0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0908'THE STATION IS LOCATED 1.8 MILES WEST OF MARTHA AND ABOUT
 EM0908'0.15 MILE EAST OF A BRIDGE ACROSS THE SALT FORK OF THE RED RIVER,
 EM0908'2.5 FEET NORTH OF AN EAST-WEST FENCE, 3.3 FEET EAST-NORTHEAST
 EM0908'OF A WITNESS POST, 17.0 FEET WEST-NORTHWEST OF A TELEPHONE
 EM0908'POLE AND 31.5 FEET SOUTH OF THE CENTER OF A GRADED ROAD.
 EM0908'IT PROJECT 4 INCHES AND IS STAMPED MARTHA 1948.
 EM0908'
 EM0908'REFERENCE MARK NO. 1 IS 1.0 FOOT NORTH OF AN EAST-WEST FENCE,
 EM0908'16.5 FEET EAST OF A TELEPHONE POLE AND 33.5 FEET SOUTH OF THE
 EM0908'CENTER OF A GRADED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED
 EM0908'MARTHA NO 1 19489
 EM0908'
 EM0908'REFERENCE MARK NO. 2 IS 36.0 FEET NORTH OF THE CENTER OF A
 EM0908'GRADED ROAD AND IS DIRECTLY UNDER AN EAST-WEST FENCE.  IT
 EM0908'PROJECTS 6 INCHES AND IS STAMPED MARTHA NO 2 1948.
 EM0908'
 EM0908'THE AZIMUTH MARK IS 2.0 FEET WEST OF A WITNESS POST, 10.5 FEET
 EM0908'WEST OF A POWER-LINE POLE AND 57.5 FEET NORTHWEST OF THE
 EM0908'CENTER OF A CROSS ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED
 EM0908'MARTHA 1948.
 EM0908'
 EM0908'TO REACH THE STATION FROM MARTHA, GO WEST ON MACADAM ROAD FOR
 EM0908'1.0 MILE TO THE END OF HARD SURFACE AT CROSS ROAD AND AZIMUTH
 EM0908'MARK ON THE RIGHT AS DESCRIBED, CONTINUE STRAIGHT AHEAD ON
 EM0908'GRADED ROAD FOR 0.85 MILE TO STATION ON LEFT AS DESCRIBED.
 EM0908'
 EM0908'A 4 FOOT SIGNAL AT BLAIR IS VISIBLE AT 4 FEET.
 EM0908'
 EM0908'A 74 FOOT SIGNAL AT ALTUS IS VISIBLE AT 4 FEET.
 EM0908
 EM0908                          STATION RECOVERY (1962)
 EM0908
 EM0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0908'STATION LOCATED 1.8 MILES W OF MARTHA, T 3 N, R 21 W IN NW 1/4
 EM0908'SEC. 21.  APPROXIMATELY 0.16 MILE E OF EAST END OF BRIDGE OVER
 EM0908'SALT FORK OF RED RIVER, 32 FEET S, 37 FEET E AND 3.5 FEET ABOVE
 EM0908'ROAD FROM A POINT IN LINE WITH FENCE SOUTH, ONE FOOT N OF
 EM0908'ROW FENCE, SET IN CONCRETE POST PROJECTING 1.5 FEET, STANDARD
 EM0908'DISK STAMPED MARTHE 1948
 EM0908'
 EM0908'R.M. 1 IS DESTROYED.  AZIMUTH MARK HAS BEEN DISTURBED.
 EM0908'
 EM0908'R.M. 2 IS 70 FEET NNW OF STATION, 36 FEET N AND 25 FEET E
 EM0908'OF ROAD AT POINT IN LINE WITH FENCE SOUTH, 62 FEET S OF
 EM0908'SOUTHEAST CORNER OF CORRUGATED TIN BARN, SET IN CONCRETE POST
 EM0908'4 INCHES BELOW GROUND SURFACE, STANDARD DISK STAMPED MARTHA NO
 EM0908'2 1948.
 EM0908
 EM0908                          STATION RECOVERY (1963)
 EM0908
 EM0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0908'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 EM0908'MARK NO. 2 APPEARS TO BE IN GOOD CONDITION.  IT IS IN THE FENCE
 EM0908'LINE ON THE NORTH SIDE OF THE ROAD AND DIRECTLY IN THE FENCE LINE
 EM0908'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 EM0908'
 EM0908'THE STATION MARK IS EXPOSED ABOUT 20 INCHES ABOVE THE SURFACE
 EM0908'OF THE GROUND.  IT APPEARS TO BE IN ITS ORIGINAL POSITION.
 EM0908'
 EM0908'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  THE MONUMENT WITH THE
 EM0908'DISK WAS FOUND LYING NEAR THE STATION MARK.
 EM0908'
 EM0908'THE AZIMUTH MARK HAS BEEN STRUCK BY HEAVY MACHINERY AND IS
 EM0908'LEANING.
 EM0908'
 EM0908'THE ORIGIONAL DESCRIPTION IS ENTIRELY ADEQUATE TO REACH THE
 EM0908'STATION.
 EM0908
 EM0908                          STATION RECOVERY (1963)
 EM0908
 EM0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 EM0908'ALL MARKS WERE RECOVERED.  THE SURFACE STATION MARK WAS FOUND
 EM0908'TO BE PROJECTING ABOVE THE SURFACE OF GROUND ABOUT 3 FEET.
 EM0908'THE UNDERGROUND STATION DISK WAS FOUND TO BE IN GOOD CONDITION.
 EM0908'REFERENCE MARK NO. 1 WAS FOUND TO BE DESTROYED.  REFERENCE MARK
 EM0908'NO. 2 WAS FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 EM0908'WAS FOUND TO BE DESTROYED.
 EM0908'
 EM0908'THE UNDERGROUND AND SURFACE STATION DISKS WERE LOWERED AND
 EM0908'RE-MARKED IN THE PRECISE ORIGINAL POSITION.  ONE NEW REFERENCE
 EM0908'MARK NO. 3 WAS SET.
 EM0908'
 EM0908'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 6 MILES
 EM0908'SOUTHWEST OF BLAIR, ABOUT 2 MILES WEST OF MARTHA, AND 0.15
 EM0908'MILE EAST OF A BRIDGE ACROSS THE SALT FORK OF THE RED RIVER, IN
 EM0908'SECTION 21, T 3 N, R 21 W, AND ON THE ROAD RIGHT-OF-WAY.
 EM0908'
 EM0908'TO REACH FROM MARTHA, GO WEST ON A BLACK TOP ROAD 1.0 MILE
 EM0908'TO A CROSSROAD AND THE END OF SURFACED ROAD.  CONTINUE WEST
 EM0908'ON A SAND ROAD FOR 0.85 MILE TO STATION ON THE LEFT.
 EM0908'
 EM0908'STATION MARKS ARE STANDARD DISKS, STAMPED MARTHA 1948 1963.
 EM0908'THE SURFACE DISK IS SET IN A 9 IN X 9 IN CONCRETE POST WHICH
 EM0908'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 31.5 FEET
 EM0908'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 20 FEET EAST OF
 EM0908'THE CENTER OF FIELD ROAD, AND 2.0 FEET EAST OF A METAL WITNESS
 EM0908'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EM0908'CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 EM0908'
 EM0908'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARTHA NO 2 1948,
 EM0908'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 EM0908'OF THE GROUND.  IT IS 37.5 FEET NORTH OF THE CENTER OF ROAD,
 EM0908'AND IS NORTH OF THE EXTENDED CENTER OF A FIELD ROAD WHICH
 EM0908'LEADS SOUTH, AND IN THE NORTH RIGHT-OF-WAY FENCE.
 EM0908'
 EM0908'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MARTHA NO 3 1948
 EM0908'1963, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS 1
 EM0908'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 35 FEET SOUTH OF THE
 EM0908'CENTER OF THE EAST-WEST ROAD, 21.5 FEET WEST OF THE CENTER OF THE
 EM0908'FIELD ROAD, 7.5 FEET SOUTHEAST OF A TELEPHONE POLE, AND 2 FEET
 EM0908'SOUTH OF THE RIGHT-OF-WAY FENCE.
 EM0908'
 EM0908'NOTE--NO AZIMUTH MARK WAS SET.  THE DISK WAS SALVAGED FROM
 EM0908'THE CONCRETE POST OF THE ORIGINAL AZIMUTH MARK.
 EM0908'
 EM0908'THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0761 ***********************************************************************
 GG0761  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0761  DESIGNATION -  MARTIN
 GG0761  PID         -  GG0761
 GG0761  STATE/COUNTY-  OK/CRAIG
 GG0761  COUNTRY     -  US
 GG0761  USGS QUAD   -  VINITA (2019)
 GG0761
 GG0761                         *CURRENT SURVEY CONTROL
 GG0761  ______________________________________________________________________
 GG0761* NAD 83(2011) POSITION- 36 37 34.88791(N) 095 14 35.91309(W)   ADJUSTED
 GG0761* NAD 83(2011) ELLIP HT-   207.454 (meters)        (09/16/24)   ADJUSTED
 GG0761* NAD 83(2011) EPOCH   -  2010.00
 GG0761* NAVD 88 ORTHO HEIGHT -   236.79  (meters)      776.9   (feet) GPS OBS
 GG0761  ______________________________________________________________________
 GG0761  GEOID HEIGHT    -        -29.329 (meters)                     GEOID18
 GG0761  NAD 83(2011) X  -   -468,350.325 (meters)                     COMP
 GG0761  NAD 83(2011) Y  - -5,103,560.451 (meters)                     COMP
 GG0761  NAD 83(2011) Z  -  3,784,320.671 (meters)                     COMP
 GG0761  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 GG0761
 GG0761  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0761  Standards:
 GG0761         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0761            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0761  -------------------------------------------------------------------
 GG0761  NETWORK    0.39   1.12           0.17   0.15   0.57     -0.05935736
 GG0761  -------------------------------------------------------------------
 GG0761  Click here for local accuracies and other accuracy information.
 GG0761
 GG0761.The horizontal coordinates were established by GPS observations
 GG0761.and adjusted by the OK DEPT OF TRANSP in September 2024.
 GG0761
 GG0761.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0761.been affixed to the stable North American tectonic plate. See 
 GG0761.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0761
 GG0761.The horizontal coordinates are valid at the epoch date displayed above
 GG0761.which is a decimal equivalence of Year/Month/Day.
 GG0761
 GG0761.The orthometric height was determined by GPS observations and a
 GG0761.high-resolution geoid model using precise GPS observation and
 GG0761.processing techniques.
 GG0761
 GG0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0761.GEOID18 height accuracy estimate available here.
 GG0761
 GG0761.Click photographs - Photos may exist for this station.
 GG0761
 GG0761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0761
 GG0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0761
 GG0761.The ellipsoidal height was determined by GPS observations
 GG0761.and is referenced to NAD 83.
 GG0761
 GG0761. The following values were computed from the NAD 83(2011) position.
 GG0761
 GG0761;                    North         East     Units Scale Factor Converg.
 GG0761;SPC OK N     -   183,953.302   846,534.375   MT  0.99997741   +1 37 36.7
 GG0761;SPC OK N     -   603,520.12  2,777,338.20   sFT  0.99997741   +1 37 36.7
 GG0761;UTM  15      - 4,055,767.740   299,411.864   MT  1.00009573   -1 20 19.6
 GG0761
 GG0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0761!SPC OK N     -   0.99996744  x   0.99997741  =   0.99994485
 GG0761!UTM  15      -   0.99996744  x   1.00009573  =   1.00006317
 GG0761
 GG0761:                Primary Azimuth Mark                     Grid Az
 GG0761:SPC OK N     -  GREEN STACK                              167 02 37.2
 GG0761:UTM  15      -  GREEN STACK                              170 00 33.5
 GG0761
 GG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9941155767(NAD 83)
 GG0761
 GG0761|---------------------------------------------------------------------|
 GG0761| PID    Reference Object                     Distance      Geod. Az  |
 GG0761|                                                           dddmmss.s |
 GG0761| CI1508 GREEN STACK                                        1684013.9 |
 GG0761| CI2453 MARTIN RM 1                           9.598 METERS 25146     |
 GG0761| CI2454 MARTIN RM 2                          12.728 METERS 26921     |
 GG0761|---------------------------------------------------------------------|
 GG0761
 GG0761                          SUPERSEDED SURVEY CONTROL
 GG0761
 GG0761  NAD 83(1997)-  36 37 34.89223(N)    095 14 35.91624(W) AD(       ) 2
 GG0761  NAD 83(1993)-  36 37 34.89305(N)    095 14 35.91631(W) AD(       ) 2
 GG0761  NAD 83(1986)-  36 37 34.91416(N)    095 14 35.90049(W) AD(       ) 2
 GG0761  NAD 27      -  36 37 34.60742(N)    095 14 34.99809(W) AD(       ) 2
 GG0761  NGVD 29 (07/19/86)  235.2    (m)          772.     (f) VERT ANG       
 GG0761
 GG0761.Superseded values are not recommended for survey control.
 GG0761
 GG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0761.See file dsdata.pdf to determine how the superseded data were derived.
 GG0761
 GG0761_MARKER: DD = SURVEY DISK
 GG0761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0761+WITH SETTING: INFORMATION.
 GG0761_STAMPING: ET MARTIN 1968
 GG0761_MARK LOGO: USGS
 GG0761_PROJECTION: FLUSH
 GG0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0761
 GG0761  HISTORY     - Date     Condition        Report By
 GG0761  HISTORY     - 1968     MONUMENTED       USGS
 GG0761  HISTORY     - 20240605 GOOD             OKDOT
 GG0761
 GG0761                          STATION DESCRIPTION
 GG0761
 GG0761'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0761'THE STATION IS LOCATED ABOUT 1.5 MI S. AND 5.5 MI W. OF VINITA,
 GG0761'AND ABOUT 6.0 MI N. AND 1.0 MI W. OF BIG CABIN.  T. 25 N., R. 19
 GG0761'E., NEAR THE E. SIXTEENTH CORNER BETWEEN SECS. 23 AND 26.
 GG0761'
 GG0761'TO REACH THE STATION FROM THE CROSSROADS AT BIG CABIN, GO
 GG0761'NORTHWARD ALONG HWY. 69 FOR 6.2 MI TO JUNCTION OF HWY. 60 W. AND
 GG0761'66 W., TURN LEFT (W.) AND GO ALONG HWY. 60 W. AND 66 W. FOR 1.3
 GG0761'MI TO JUNCTION AND HWY. 60 TURNS RIGHT, CONTINUE STRAIGHT
 GG0761'AHEAD WESTWARD ALONG HWY. 66 W. FOR 0.15 MI TO HWY. CROSSING
 GG0761'LEFT (S.), TURN LEFT (S.) AND CROSS HWY. TO A PRIVATE RD.
 GG0761'LEADING S. AND WESTWARD, CONTINUE ALONG THIS PRIVATE RD.
 GG0761'WESTWARD ALONG S. SIDE OF DIVIDED HWY., UP-GRADE FOR 0.2
 GG0761'MI TO STATION ON LEFT (S.) SIDE OF PRIVATE RD.  THE STATION
 GG0761'MARK IS 24 FT S. OF CENTER OF PRIVATE RD., 195 FT E. FROM
 GG0761'FENCE CORNER APPROX. 240 FT S. OF THE CENTER OF THE E. BOUND
 GG0761'LANE OF HWY. 66 W., 3 FT N. OF FENCE, 3 FT N. OF WITNESS
 GG0761'POST, STAMPED ET MARTIN 1968.
 GG0761'
 GG0761'REFERENCE MARK NO. 1 IS E. OF THE STATION, 227 FT E. OF
 GG0761'FENCE CORNER, 25 FT S. OF CENTER OF PRIVATE RD., 3 FT N. OF
 GG0761'FENCE, STAMPED MARTIN NO 1 1968.
 GG0761'
 GG0761'REFERENCE MARK NO. 2 IS W. OF THE STATION, 154 FT E. FROM FENCE
 GG0761'CORNER, 25 FT S. OF CENTER OF PRIVATE RD., 3 FT N. OF FENCE,
 GG0761'STAMPED MARTIN NO 2 1968.
 GG0761'
 GG0761'AZIMUTH MARK--NONE SET.
 GG0761'
 GG0761'REFERENCE AZIMUTH OBSERVED TO TOP OF CENTER OF GREEN STACK IN
 GG0761'BIG CABIN.
 GG0761'
 GG0761'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS, CRIMPED
 GG0761'ON 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 GG0761'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0761
 GG0761                          STATION RECOVERY (2024)
 GG0761
 GG0761'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 GG0761'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0601 ***********************************************************************
 FK0601  DESIGNATION -  MARTIN
 FK0601  PID         -  FK0601
 FK0601  STATE/COUNTY-  OK/BECKHAM
 FK0601  COUNTRY     -  US
 FK0601  USGS QUAD   -  BULL CREEK (2018)
 FK0601
 FK0601                         *CURRENT SURVEY CONTROL
 FK0601  ______________________________________________________________________
 FK0601* NAD 83(1993) POSITION- 35 04 28.15499(N) 099 59 44.57451(W)   ADJUSTED
 FK0601* NAVD 88 ORTHO HEIGHT -   625.1   (meters)     2051.    (feet) VERTCON3
 FK0601  ______________________________________________________________________
 FK0601  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 FK0601  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 FK0601  HORZ ORDER      -  FIRST
 FK0601
 FK0601.The horizontal coordinates were established by classical geodetic methods
 FK0601.and adjusted by the National Geodetic Survey in November 1994.
 FK0601
 FK0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0601
 FK0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0601.GEOID18 height accuracy estimate available here.
 FK0601
 FK0601.Click photographs - Photos may exist for this station.
 FK0601
 FK0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0601
 FK0601. The following values were computed from the NAD 83(1993) position.
 FK0601
 FK0601;                    North         East     Units Scale Factor Converg.
 FK0601;SPC OK S     -   194,937.932   417,996.940   MT  0.99997246   -1 07 58.1
 FK0601;SPC OK S     -   639,558.87  1,371,378.29   sFT  0.99997246   -1 07 58.1
 FK0601;SPC TX N     - 1,120,243.943   337,183.780   MT  0.99992873   +0 52 18.4
 FK0601;SPC TX N     - 3,675,333.67  1,106,243.78   sFT  0.99992873   +0 52 18.4
 FK0601;UTM  14      - 3,881,756.804   409,220.196   MT  0.99970156   -0 34 20.0
 FK0601
 FK0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0601!SPC OK S     -   0.99990606  x   0.99997246  =   0.99987852
 FK0601!SPC TX N     -   0.99990606  x   0.99992873  =   0.99983480
 FK0601!UTM  14      -   0.99990606  x   0.99970156  =   0.99960765
 FK0601
 FK0601:                Primary Azimuth Mark                     Grid Az
 FK0601:SPC OK S     -  FULLER                                   317 14 01.8
 FK0601:SPC TX N     -  FULLER                                   315 13 45.3
 FK0601:UTM  14      -  FULLER                                   316 40 23.7
 FK0601
 FK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0922081756(NAD 83)
 FK0601
 FK0601|---------------------------------------------------------------------|
 FK0601| PID    Reference Object                     Distance      Geod. Az  |
 FK0601|                                                           dddmmss.s |
 FK0601| CK9365 MARTIN RM 1                         331.328 METERS 15244     |
 FK0601| CK9366 MARTIN RM 2                          94.100 METERS 27620     |
 FK0601| FL1938 FULLER                              APPROX.11.7 KM 3160603.7 |
 FK0601|---------------------------------------------------------------------|
 FK0601
 FK0601                          SUPERSEDED SURVEY CONTROL
 FK0601
 FK0601  NAD 83(1986)-  35 04 28.15914(N)    099 59 44.56686(W) AD(       ) 1
 FK0601  NAD 27      -  35 04 27.97000(N)    099 59 43.17900(W) AD(       ) 1
 FK0601  NGVD 29 (07/19/86)  624.9    (m)         2050.     (f) VERT ANG       
 FK0601
 FK0601.Superseded values are not recommended for survey control.
 FK0601
 FK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0601.See file dsdata.pdf to determine how the superseded data were derived.
 FK0601
 FK0601_MARKER: DS = TRIANGULATION STATION DISK
 FK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0601_STAMPING: MARTIN 1927
 FK0601_MARK LOGO: CGS
 FK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0601+STABILITY: SURFACE MOTION
 FK0601
 FK0601  HISTORY     - Date     Condition        Report By
 FK0601  HISTORY     - 1927     MONUMENTED       CGS
 FK0601
 FK0601                          STATION DESCRIPTION
 FK0601
 FK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0601'ABOUT 10 MILES S OF TEXOLA, ABOUT 1/2 MILE E OF OLD STATE LINE,
 FK0601'ON PROMINENT RIDGE RUNNING IN NORTHWESTERLY AND SOUTHEASTERLY
 FK0601'DIRECTION, ON PROMINENT KNOLL JUST E OF PIPE AND TELEPHONE LINES,
 FK0601'AND OF ROAD LEADING ALONG PIPE LINE THROUGH PASTURE.
 FK0601'
 FK0601'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FK0601'DISKS SET IN CONCRETE.  UNDERGROUND MARK IS 3 FEET BELOW THE
 FK0601'SURFACE.
 FK0601'
 FK0601'REFERENCE MARK NO.1 IS 331.33 METERS (1,087.0 FEET), FROM
 FK0601'STATION, S 27 DEG 15 MIN 42 SEC E.
 FK0601'
 FK0601'REFERENCE MARK NO.2 IS 94.10 METERS (308.7 FEET), FROM STATION,
 FK0601'N 83 DEG 40 MIN W.  ELEVATION OF STATION 625 METERS
 FK0601'(2,051 FEET).
 FK0601'
 FK0601'TO REACH FROM SHAMROCK FOLLOW U.S. HIGHWAY 66 EASTERLY ABOUT 7
 FK0601'MILES TO MIDWAY FILLING STATION, THENCE S 3 MILES TO RANCH
 FK0601'HOUSE, PASS THROUGH TWO GATES INTO PASTURE, FOLLOW FENCE E
 FK0601'0.7 MILE TO PIPE LINE, THEN FOLLOW PIPE LINE ROAD ABOUT 10.4
 FK0601'MILES TO STATION ON KNOLL ABOUT 200 FEET E OF ROAD.  FROM
 FK0601'TEXOLA, MIDWAY FILLING STATION IS REACHED BY HIGHWAY 66 W 8
 FK0601'MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1220 ***********************************************************************
 FJ1220  DESIGNATION -  MAUD MUNICIPAL TANK
 FJ1220  PID         -  FJ1220
 FJ1220  STATE/COUNTY-  OK/SEMINOLE
 FJ1220  COUNTRY     -  US
 FJ1220  USGS QUAD   -  MAUD (2018)
 FJ1220
 FJ1220                         *CURRENT SURVEY CONTROL
 FJ1220  ______________________________________________________________________
 FJ1220* NAD 83(1993) POSITION- 35 07 50.32739(N) 096 46 41.88537(W)   ADJUSTED
 FJ1220  ______________________________________________________________________
 FJ1220  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 FJ1220  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 FJ1220  HORZ ORDER      -  THIRD
 FJ1220
 FJ1220.The horizontal coordinates were established by classical geodetic methods
 FJ1220.and adjusted by the National Geodetic Survey in November 1994.
 FJ1220
 FJ1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1220.GEOID18 height accuracy estimate available here.
 FJ1220
 FJ1220.Click photographs - Photos may exist for this station.
 FJ1220
 FJ1220.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1220
 FJ1220. The following values were computed from the NAD 83(1993) position.
 FJ1220
 FJ1220;                    North         East     Units Scale Factor Converg.
 FJ1220;SPC OK S     -   200,042.759   711,344.267   MT  0.99998132   +0 41 36.4
 FJ1220;SPC OK S     -   656,306.95  2,333,801.98   sFT  0.99998132   +0 41 36.4
 FJ1220;UTM  14      - 3,889,790.513   702,428.182   MT  1.00010504   +1 16 44.0
 FJ1220
 FJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0242889790(NAD 83)
 FJ1220
 FJ1220                          SUPERSEDED SURVEY CONTROL
 FJ1220
 FJ1220  NAD 83(1986)-  35 07 50.33097(N)    096 46 41.86886(W) AD(       ) 3
 FJ1220  NAD 27      -  35 07 50.05000(N)    096 46 40.78000(W) AD(       ) 3
 FJ1220
 FJ1220.Superseded values are not recommended for survey control.
 FJ1220
 FJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1220.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1220
 FJ1220_MARKER: 53 = ELEVATED TANK
 FJ1220
 FJ1220  HISTORY     - Date     Condition        Report By
 FJ1220  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1220
 FJ1220                          STATION DESCRIPTION
 FJ1220
 FJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1220'OBJECT OBSERVED UPON WAS FINIAL OF THE 100-FOOT HIGH MUNICIPAL
 FJ1220'WATER TANK LOCATED IN THE CENTRAL PART OF THE TOWN OF MAUD.
 FJ1220'
 FJ1220'OBSERVED UPON FROM TRIANGULATION STATIONS ACHENA AND KONAWA
 FJ1220'(1920-1935).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0958 ***********************************************************************
 FJ0958  SACS        -  This is a Secondary Airport Control Station.
 FJ0958  DESIGNATION -  MAX
 FJ0958  PID         -  FJ0958
 FJ0958  STATE/COUNTY-  OK/CLEVELAND
 FJ0958  COUNTRY     -  US
 FJ0958  USGS QUAD   -  NORMAN (2018)
 FJ0958
 FJ0958                         *CURRENT SURVEY CONTROL
 FJ0958  ______________________________________________________________________
 FJ0958* NAD 83(2011) POSITION- 35 14 26.32309(N) 097 28 05.33168(W)   ADJUSTED
 FJ0958* NAD 83(2011) ELLIP HT-   330.863 (meters)        (06/27/12)   ADJUSTED
 FJ0958* NAD 83(2011) EPOCH   -  2010.00
 FJ0958* NAVD 88 ORTHO HEIGHT -   357.448 (meters)     1172.73  (feet) ADJUSTED
 FJ0958  ______________________________________________________________________
 FJ0958  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 FJ0958  NAD 83(2011) X  -   -677,863.549 (meters)                     COMP
 FJ0958  NAD 83(2011) Y  - -5,171,097.626 (meters)                     COMP
 FJ0958  NAD 83(2011) Z  -  3,659,895.204 (meters)                     COMP
 FJ0958  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 FJ0958  DYNAMIC HEIGHT  -        357.101 (meters)     1171.59  (feet) COMP
 FJ0958  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FJ0958
 FJ0958  VERT ORDER      -  FIRST     CLASS II
 FJ0958
 FJ0958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0958  Standards:
 FJ0958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0958  -------------------------------------------------------------------
 FJ0958  NETWORK    1.00   1.59           0.44   0.37   0.81      0.00547389
 FJ0958  -------------------------------------------------------------------
 FJ0958  Click here for local accuracies and other accuracy information.
 FJ0958
 FJ0958.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 FJ0958
 FJ0958.The horizontal coordinates were established by GPS observations
 FJ0958.and adjusted by the National Geodetic Survey in June 2012.
 FJ0958
 FJ0958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0958.been affixed to the stable North American tectonic plate. See 
 FJ0958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0958
 FJ0958.The horizontal coordinates are valid at the epoch date displayed above
 FJ0958.which is a decimal equivalence of Year/Month/Day.
 FJ0958
 FJ0958.The orthometric height was determined by differential leveling and
 FJ0958.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0958.in August 1994.
 FJ0958
 FJ0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0958.GEOID18 height accuracy estimate available here.
 FJ0958
 FJ0958.Click photographs - Photos may exist for this station.
 FJ0958
 FJ0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0958
 FJ0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0958
 FJ0958.The ellipsoidal height was determined by GPS observations
 FJ0958.and is referenced to NAD 83.
 FJ0958
 FJ0958.The dynamic height is computed by dividing the NAVD 88
 FJ0958.geopotential number by the normal gravity value computed on the
 FJ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0958.degrees latitude (g = 980.6199 gals.).
 FJ0958
 FJ0958.The modeled gravity was interpolated from observed gravity values.
 FJ0958
 FJ0958. The following values were computed from the NAD 83(2011) position.
 FJ0958
 FJ0958;                    North         East     Units Scale Factor Converg.
 FJ0958;SPC OK S     -   211,700.074   648,409.098   MT  1.00000145   +0 18 06.8
 FJ0958;SPC OK S     -   694,552.66  2,127,322.18   sFT  1.00000145   +0 18 06.8
 FJ0958;UTM  14      - 3,900,805.490   639,379.178   MT  0.99983941   +0 53 02.5
 FJ0958
 FJ0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0958!SPC OK S     -   0.99994807  x   1.00000145  =   0.99994952
 FJ0958!UTM  14      -   0.99994807  x   0.99983941  =   0.99978749
 FJ0958
 FJ0958:                Primary Azimuth Mark                     Grid Az
 FJ0958:SPC OK S     -  MAX AZ MK                                206 16 02.5
 FJ0958:UTM  14      -  MAX AZ MK                                205 41 06.8
 FJ0958
 FJ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3937900805(NAD 83)
 FJ0958
 FJ0958|---------------------------------------------------------------------|
 FJ0958| PID    Reference Object                     Distance      Geod. Az  |
 FJ0958|                                                           dddmmss.s |
 FJ0958| FJ1385 MAX RM 1                             19.847 METERS 15355     |
 FJ0958| CL6010 MAX AZ MK                                          2063409.3 |
 FJ0958| FJ1386 MAX RM 2                             17.067 METERS 23847     |
 FJ0958| FJ0965 NORMAN MAX WESTHEIMER FLAGPOLE       20.507 METERS 33120     |
 FJ0958| FJ0966 AIRPORT BCN WESTHEIMER APT           25.678 METERS 34040     |
 FJ0958|---------------------------------------------------------------------|
 FJ0958
 FJ0958                          SUPERSEDED SURVEY CONTROL
 FJ0958
 FJ0958  NAD 83(2007)-  35 14 26.32350(N)    097 28 05.33200(W) AD(2002.00) 0
 FJ0958  ELLIP H (02/10/07)  330.885  (m)                       GP(2002.00)    
 FJ0958  NAD 83(1993)-  35 14 26.32340(N)    097 28 05.33200(W) AD(       ) 1
 FJ0958  ELLIP H (02/23/05)  330.886  (m)                       GP(       ) 4 1
 FJ0958  NAD 83(1993)-  35 14 26.32345(N)    097 28 05.33151(W) AD(       ) 2
 FJ0958  ELLIP H (11/28/94)  330.874  (m)                       GP(       ) 5 1
 FJ0958  NAD 83(1986)-  35 14 26.33031(N)    097 28 05.31551(W) AD(       ) 2
 FJ0958  NAD 27      -  35 14 26.09332(N)    097 28 04.19269(W) AD(       ) 2
 FJ0958  NAVD 88             357.45   (m)         1172.7    (f) LEVELING    3  
 FJ0958  NGVD 29 (11/30/89)  357.33   (m)  RAPSU86  model used  GPS OBS        
 FJ0958
 FJ0958.Superseded values are not recommended for survey control.
 FJ0958
 FJ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0958.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0958
 FJ0958_MARKER: DS = TRIANGULATION STATION DISK
 FJ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0958_STAMPING: MAX 1957
 FJ0958_MARK LOGO: CGS
 FJ0958_PROJECTION: FLUSH
 FJ0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0958+STABILITY: SURFACE MOTION
 FJ0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0958+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 FJ0958
 FJ0958  HISTORY     - Date     Condition        Report By
 FJ0958  HISTORY     - 1957     MONUMENTED       CGS
 FJ0958  HISTORY     - 1957     GOOD             CGS
 FJ0958  HISTORY     - 1983     GOOD             NGS
 FJ0958  HISTORY     - 19890301 GOOD             NGS
 FJ0958  HISTORY     - 19940120 GOOD             NGS
 FJ0958  HISTORY     - 20041115 GOOD             WOOLPT
 FJ0958  HISTORY     - 20100617 GOOD             GEOCAC
 FJ0958
 FJ0958                          STATION DESCRIPTION
 FJ0958
 FJ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0958'STATION IS IN THE LAWN OF THE ADMINISTRATION BUILDING AT
 FJ0958'THE MAX WESTHEIMER FIELD AIRPORT.  IT IS ABOUT 2 MILES NORTHWEST
 FJ0958'OF THE CENTER OF NORMAN, NEAR THE CENTER OF SECTION 24,
 FJ0958'T 9 N, R 3 W.
 FJ0958'
 FJ0958'STATION MARKS ARE STANDARD DISKS, STAMPED MAX 1957.  THE
 FJ0958'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ0958'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET
 FJ0958'SOUTHEAST OF THE SOUTH CORNER OF THE CONTROL TOWER PORTION
 FJ0958'OF THE ADMINISTRATION BUILDING, 54 FEET SOUTHWEST OF THE
 FJ0958'SOUTH CORNER OF THE ADMINISTRATION BUILDING, 34 FEET SOUTHWEST
 FJ0958'OF THE SOUTHWEST WALL OF THE BUILDING, 8 FEET NORTHWEST
 FJ0958'OF THE SOUTHEAST WIRE FENCE ENCLOSING THE LAWN, 12 FEET
 FJ0958'NORTHEAST OF THE SOUTHWEST FENCE ENCLOSING THE LAWN AND
 FJ0958'9 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE
 FJ0958'PARKING APRON.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 FJ0958'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 FJ0958'
 FJ0958'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAX NO 1 1957,
 FJ0958'SET IN A DRILL HOLE IN THE CONCRETE PARKING APRON.  IT IS
 FJ0958'58 FEET SOUTH OF THE SOUTH CORNER OF THE ADMINISTRATION
 FJ0958'BUILDING, 45 FEET WEST OF A FENCE CORNER AND 3 FEET SOUTHWEST
 FJ0958'OF THE NORTHEAST EDGE OF THE PARKING APRON.
 FJ0958'
 FJ0958'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAX NO 2 1957,
 FJ0958'SET IN A DRILL HOLE IN THE CONCRETE PARKING APRON.  IT IS
 FJ0958'104 FEET SOUTHWEST OF THE SOUTH CORNER OF THE ADMINISTRATION
 FJ0958'BUILDING, 90 FEET SOUTH OF THE SOUTH CORNER OF THE CONTROL
 FJ0958'TOWER PORTION OF THE ADMINISTRATION BUILDING, 46 FEET SOUTHWEST
 FJ0958'OF THE NORTHEAST EDGE OF THE PARKING APRON AND 43 FEET SOUTHWEST
 FJ0958'OF THE FENCE.
 FJ0958'
 FJ0958'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAX 1957, SET IN
 FJ0958'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 FJ0958'INCHES.  IT IS SET IN THE CENTER OF THE BASE OF A METAL
 FJ0958'TRIPOD KNOWN AS POINT C.  IT IS 71 FEET NORTH OF THE CENTER
 FJ0958'OF A MACADAM ROAD AND 23 FEET NORTH OF A ROAD RIGHT-OF-WAY
 FJ0958'FENCE.  A WHITE POST WAS SET 1 FOOT WEST OF THE MARK.
 FJ0958'
 FJ0958'TO REACH THE AZIMUTH MARK FROM THE SOUTH ENTRANCE GATE TO
 FJ0958'THE NORTH CAMPUS OF THE UNIVERSITY OF OKLAHOMA AND THE AIRPORT,
 FJ0958'GO WEST ON MACADAM ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 FJ0958'
 FJ0958'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0958
 FJ0958                          STATION RECOVERY (1957)
 FJ0958
 FJ0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FJ0958'RECOVERED IN GOOD CONDITION.
 FJ0958
 FJ0958                          STATION RECOVERY (1983)
 FJ0958
 FJ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 FJ0958'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 FJ0958'DESCRIBED.
 FJ0958'
 FJ0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 FJ0958'OF NORMAN.
 FJ0958
 FJ0958                          STATION RECOVERY (1989)
 FJ0958
 FJ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0958'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0958'FOLLOWS.
 FJ0958'THE STATION IS LOCATED ABOUT 20.4 KM (12.70 MI) SOUTH OF OKLAHOMA
 FJ0958'CITY, 3.0 KM (1.85 MI) NORTH OF NORMAN, AND 1.3 KM (0.80 MI) EAST OF
 FJ0958'INTERSTATE HIGHWAY 35, AT THE NORMAN WESTHEIMER AIRPARK.
 FJ0958'OWNERSHIP--UNIVERSITY OF OKLAHOMA, 1700 LEXINGTON AVENUE, NORMAN OK
 FJ0958'73069.  PHONE (405) 325-7233.
 FJ0958'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT
 FJ0958'110B) AND ROBINSON STREET IN WEST NORMAN, GO EAST ON ROBINSON STREET
 FJ0958'FOR 2.7 KM (1.70 MI) TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO
 FJ0958'NORTH ON NEWTON DRIVE FOR 0.6 KM (0.35 MI) TO A PAVED STREET ON THE
 FJ0958'LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON WESTHEIMER DRIVE FOR 1.2
 FJ0958'KM (0.75 MI) TO A CROSSROAD AND THE AIRPORT OFFICE ON THE LEFT.  TURN
 FJ0958'RIGHT AND GO NORTHEAST ON GOODARD AVENUE FOR 0.1 KM (0.05 MI) TO A
 FJ0958'PAVED DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE
 FJ0958'DRIVEWAY PASSING BETWEEN A HANGAR AND AMNE RESEARCH CENTER BUILDING
 FJ0958'FOR 0.1 KM (0.05 MI) TO AN APRON AND AIRPLANE PARKING LOT.  TURN LEFT
 FJ0958'AND GO SOUTHWEST ON APRON AND PARKING LOT FOR 0.2 KM (0.10 MI) TO THE
 FJ0958'AIRPORT OFFICE AND CONTROL TOWER AND THE STATION ON THE LEFT, IN THE
 FJ0958'LAWN ON THE SOUTHWEST SIDE OF THE BUILDING.
 FJ0958'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FJ0958'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 18.8 M
 FJ0958'(61.7 FT) SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING, 17.8 M
 FJ0958'(58.4 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING, 11.95 M
 FJ0958'(39.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 3.31 M
 FJ0958'(10.9 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, AND 4.05 M
 FJ0958'(13.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF AN APRON.
 FJ0958'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0958
 FJ0958                          STATION RECOVERY (1994)
 FJ0958
 FJ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0958'0.6 KM (0.35 MI) NORTHEASTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ0958'IN NORMAN, THENCE 3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ0958'THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG GODDARD AVENUE, THENCE
 FJ0958'0.1 KM (0.05 MI) NORTHWESTERLY ACROSS A PARKING AREA BETWEEN A HANGAR
 FJ0958'AND THE AMNE RESEARCH CENTER, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY
 FJ0958'ALONG AN APRON TO THE TOWER AND ADMINISTRATION BUILDING, 19.8 M
 FJ0958'(65.0 FT) NORTHWEST OF REFERENCE MARK 1, 18.7 M (61.4 FT) SOUTHWEST
 FJ0958'OF THE SOUTH CORNER OF THE ADMINISTRATION BUILDING, 17.3 M (56.8 FT)
 FJ0958'NORTHEAST OF REFERENCE MARK 2, 11.1 M (36.4 FT) SOUTHEAST OF THE
 FJ0958'SOUTHWEST END OF A CONCRETE WALL, 4.7 M (15.4 FT) NORTHEAST OF A
 FJ0958'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 FJ0958'MARK IS ON PROPERTY OWNED BY MAX WESTHEIMER AIRPORT, MANAGER--PAULINE
 FJ0958'RICHARDSON, LEXINGTON AVENUE, NORMAN, OK 73069, TELEPHONE NUMBER
 FJ0958'(405) 325-7233.
 FJ0958
 FJ0958                          STATION RECOVERY (2004)
 FJ0958
 FJ0958'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 FJ0958'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FJ0958'
 FJ0958'NOTE--THE AIRPORT MANAGER HAS SINCE CHANGED AS PER PREVIOUS
 FJ0958'DESCRIPTION. THE CURRENT MANAGER IS WALT STRONG, THE ADDRESS AND PHONE
 FJ0958'NUMBER HAS NOT CHAINGED. CONTACT THE AIRPORT MANAGER AT LEAST 48 HOURS
 FJ0958'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 FJ0958
 FJ0958                          STATION RECOVERY (2010)
 FJ0958
 FJ0958'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ0958'RECOVERED AS DESCRIBED. THE STATION MARK, RM1, AND RM2 ALL IN GOOD
 FJ0958'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1385 ***********************************************************************
 FJ1385  DESIGNATION -  MAX RM 1
 FJ1385  PID         -  FJ1385
 FJ1385  STATE/COUNTY-  OK/CLEVELAND
 FJ1385  COUNTRY     -  US
 FJ1385  USGS QUAD   -  NORMAN (2018)
 FJ1385
 FJ1385                         *CURRENT SURVEY CONTROL
 FJ1385  ______________________________________________________________________
 FJ1385* NAD 83(1986) POSITION- 35 14 25.74   (N) 097 28 04.99   (W)   HD_HELD1
 FJ1385* NAVD 88 ORTHO HEIGHT -   357.309 (meters)     1172.27  (feet) ADJUSTED
 FJ1385  ______________________________________________________________________
 FJ1385  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 FJ1385  DYNAMIC HEIGHT  -        356.963 (meters)     1171.14  (feet) COMP
 FJ1385  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FJ1385
 FJ1385  VERT ORDER      -  FIRST     CLASS II
 FJ1385
 FJ1385.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 FJ1385
 FJ1385.The horizontal coordinates were determined by differentially corrected
 FJ1385.hand held GPS observations or other comparable positioning techniques
 FJ1385.and have an estimated accuracy of +/- 3 meters.
 FJ1385
 FJ1385.The orthometric height was determined by differential leveling and
 FJ1385.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1385.in August 1994.
 FJ1385
 FJ1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1385.GEOID18 height accuracy estimate available here.
 FJ1385
 FJ1385.Click photographs - Photos may exist for this station.
 FJ1385
 FJ1385.The dynamic height is computed by dividing the NAVD 88
 FJ1385.geopotential number by the normal gravity value computed on the
 FJ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1385.degrees latitude (g = 980.6199 gals.).
 FJ1385
 FJ1385.The modeled gravity was interpolated from observed gravity values.
 FJ1385
 FJ1385;                    North         East    Units  Estimated Accuracy
 FJ1385;SPC OK S     -   211,682.1     648,417.8     MT  (+/- 3 meters HH1 GPS) 
 FJ1385
 FJ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3938800787(NAD 83)
 FJ1385
 FJ1385                          SUPERSEDED SURVEY CONTROL
 FJ1385
 FJ1385.No superseded survey control is available for this station.
 FJ1385
 FJ1385_MARKER: DR = REFERENCE MARK DISK
 FJ1385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ1385_SP_SET: AIRPORT APRON
 FJ1385_STAMPING: MAX NO 1 1957
 FJ1385_MARK LOGO: CGS
 FJ1385_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1385+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 FJ1385
 FJ1385  HISTORY     - Date     Condition        Report By
 FJ1385  HISTORY     - 1957     MONUMENTED       CGS
 FJ1385  HISTORY     - 19940120 GOOD             NGS
 FJ1385  HISTORY     - 20041115 GOOD             WOOLPT
 FJ1385  HISTORY     - 20100617 GOOD             GEOCAC
 FJ1385
 FJ1385                          STATION DESCRIPTION
 FJ1385
 FJ1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1385'0.6 KM (0.35 MI) NORTHEASTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ1385'IN NORMAN, THENCE 3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ1385'THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG GODDARD AVENUE, THENCE
 FJ1385'0.1 KM (0.05 MI) NORTHWESTERLY ACROSS A PARKING AREA BETWEEN A HANGAR
 FJ1385'AND THE AMNE RESEARCH CENTER, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY
 FJ1385'ACROSS AN APRON TO THE TOWER AND ADMINISTRATION BUILDING, 26.9 M
 FJ1385'(88.3 FT) SOUTH OF THE SOUTH CORNER OF THE ADMINISTRATION BUILDING,
 FJ1385'24.2 M (79.4 FT) EAST OF REFERENCE MARK 2, 19.8 M (65.0 FT) SOUTHEAST
 FJ1385'OF TRIANGULATION STATION MAX, 1.0 M (3.3 FT) NORTHWEST OF A FENCE
 FJ1385'CORNER, 0.8 M (2.6 FT) NORTHEAST OF A FENCE, AND THE MONUMENT IS
 FJ1385'SURROUNDED BY AND FLUSH WITH THE APRON. NOTE--THE MONUMENT IS ON
 FJ1385'PROPERTY OWNED BY THE MAX WESTHEIMER AIRPORT, MANAGER--PAULINE
 FJ1385'RICHARDSON, 1700 LEXINGTON AVENUE, NORMAN, OK 73069, TELEPHONE NUMBER
 FJ1385'(405) 325-7233.
 FJ1385
 FJ1385                          STATION RECOVERY (2004)
 FJ1385
 FJ1385'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 FJ1385'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FJ1385'
 FJ1385'NOTE--THE AIRPORT MANAGER HAS SINCE CHANGED AS PER PREVIOUS
 FJ1385'DESCRIPTION. THE CURRENT MANAGER IS WALT STRONG, THE ADDRESS AND PHONE
 FJ1385'NUMBER HAS NOT CHANGED. CONTACT THE AIRPORT MANAGER AT LEAST 48 HOURS
 FJ1385'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 FJ1385
 FJ1385                          STATION RECOVERY (2010)
 FJ1385
 FJ1385'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ1385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1386 ***********************************************************************
 FJ1386  DESIGNATION -  MAX RM 2
 FJ1386  PID         -  FJ1386
 FJ1386  STATE/COUNTY-  OK/CLEVELAND
 FJ1386  COUNTRY     -  US
 FJ1386  USGS QUAD   -  NORMAN (2018)
 FJ1386
 FJ1386                         *CURRENT SURVEY CONTROL
 FJ1386  ______________________________________________________________________
 FJ1386* NAD 83(1986) POSITION- 35 14 26.04   (N) 097 28 05.91   (W)   HD_HELD1
 FJ1386* NAVD 88 ORTHO HEIGHT -   357.286 (meters)     1172.20  (feet) ADJUSTED
 FJ1386  ______________________________________________________________________
 FJ1386  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 FJ1386  DYNAMIC HEIGHT  -        356.939 (meters)     1171.06  (feet) COMP
 FJ1386  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FJ1386
 FJ1386  VERT ORDER      -  FIRST     CLASS II
 FJ1386
 FJ1386.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 FJ1386
 FJ1386.The horizontal coordinates were determined by differentially corrected
 FJ1386.hand held GPS observations or other comparable positioning techniques
 FJ1386.and have an estimated accuracy of +/- 3 meters.
 FJ1386
 FJ1386.The orthometric height was determined by differential leveling and
 FJ1386.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1386.in August 1994.
 FJ1386
 FJ1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1386.GEOID18 height accuracy estimate available here.
 FJ1386
 FJ1386.Click photographs - Photos may exist for this station.
 FJ1386
 FJ1386.The dynamic height is computed by dividing the NAVD 88
 FJ1386.geopotential number by the normal gravity value computed on the
 FJ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1386.degrees latitude (g = 980.6199 gals.).
 FJ1386
 FJ1386.The modeled gravity was interpolated from observed gravity values.
 FJ1386
 FJ1386;                    North         East    Units  Estimated Accuracy
 FJ1386;SPC OK S     -   211,691.3     648,394.5     MT  (+/- 3 meters HH1 GPS) 
 FJ1386
 FJ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3936400796(NAD 83)
 FJ1386
 FJ1386                          SUPERSEDED SURVEY CONTROL
 FJ1386
 FJ1386.No superseded survey control is available for this station.
 FJ1386
 FJ1386_MARKER: DR = REFERENCE MARK DISK
 FJ1386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ1386_SP_SET: AIRPORT APRON
 FJ1386_STAMPING: MAX NO 2 1957
 FJ1386_MARK LOGO: CGS
 FJ1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1386+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2010
 FJ1386
 FJ1386  HISTORY     - Date     Condition        Report By
 FJ1386  HISTORY     - 1957     MONUMENTED       CGS
 FJ1386  HISTORY     - 19940120 GOOD             NGS
 FJ1386  HISTORY     - 20041115 GOOD             WOOLPT
 FJ1386  HISTORY     - 20100617 GOOD             GEOCAC
 FJ1386
 FJ1386                          STATION DESCRIPTION
 FJ1386
 FJ1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1386'0.6 KM (0.35 MI) NORTHEASTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ1386'IN NORMAN, THENCE 3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ1386'THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG GODDARD AVENUE, THENCE
 FJ1386'0.1 KM (0.05 MI) NORTHWESTERLY ACROSS A PARKING AREA BETWEEN A HANGAR
 FJ1386'AND AMNE RESEARCH CENTER, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG
 FJ1386'AN APRON TO THE TOWER AND ADMINISTRATION BUILDING, 36.0 M (118.1 FT)
 FJ1386'SOUTHWEST OF THE SOUTH CORNER OF THE ADMINISTRATION BUILDING, 27.2 M
 FJ1386'(89.2 FT) SOUTH OF THE SOUTH CORNER OF THE CONTROL TOWER PORTION OF
 FJ1386'THE BUILDING, 24.2 M (79.4 FT) WEST OF REFERENCE MARK 1, 17.3 M
 FJ1386'(56.8 FT) SOUTHWEST OF TRIANGULATION STATION MAX, 12.6 M (41.3 FT)
 FJ1386'SOUTHWEST OF A FENCE, AND THE MONUMENT IS SURROUNDED BY AND FLUSH WITH
 FJ1386'THE APRON.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE MAX
 FJ1386'WESTHEIMER AIRPORT, MANAGER--PAULINE RICHARDSON, 1700 LEXINGTON
 FJ1386'AVENUE, NORMAN, OK 73069, TELEPHONE NUMBER (405) 325-7233.
 FJ1386
 FJ1386                          STATION RECOVERY (2004)
 FJ1386
 FJ1386'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 FJ1386'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FJ1386'
 FJ1386'NOTE--THE AIRPORT MANAGER HAS SINCE CHANGED AS PER PREVIOUS
 FJ1386'DESCRIPTION. THE CURRENT MANAGER IS WALT STRONG, THE ADDRESS AND PHONE
 FJ1386'NUMBER HAS NOT CHANGED. CONTACT THE AIRPORT MANAGER AT LEAST 48 HOURS
 FJ1386'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 FJ1386
 FJ1386                          STATION RECOVERY (2010)
 FJ1386
 FJ1386'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ1386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0823 ***********************************************************************
 EL0823  CBN         -  This is a Cooperative Base Network Control Station.
 EL0823  DESIGNATION -  MAXWELL
 EL0823  PID         -  EL0823
 EL0823  STATE/COUNTY-  OK/PONTOTOC
 EL0823  COUNTRY     -  US
 EL0823  USGS QUAD   -  KONAWA (2018)
 EL0823
 EL0823                         *CURRENT SURVEY CONTROL
 EL0823  ______________________________________________________________________
 EL0823* NAD 83(2011) POSITION- 34 53 00.76420(N) 096 52 28.01421(W)   ADJUSTED
 EL0823* NAD 83(2011) ELLIP HT-   301.161 (meters)        (06/27/12)   ADJUSTED
 EL0823* NAD 83(2011) EPOCH   -  2010.00
 EL0823* NAVD 88 ORTHO HEIGHT -   327.3   (meters)     1074.    (feet) GPS OBS
 EL0823  ______________________________________________________________________
 EL0823  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EL0823  GEOID HEIGHT    -        -26.069 (meters)                     GEOID96
 EL0823  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 EL0823  NAD 83(2011) X  -   -626,966.465 (meters)                     COMP
 EL0823  NAD 83(2011) Y  - -5,200,415.931 (meters)                     COMP
 EL0823  NAD 83(2011) Z  -  3,627,448.676 (meters)                     COMP
 EL0823  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 EL0823
 EL0823  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0823  Standards:
 EL0823         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0823            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0823  -------------------------------------------------------------------
 EL0823  NETWORK    2.04   4.29           0.88   0.78   2.19      0.03961420
 EL0823  -------------------------------------------------------------------
 EL0823  Click here for local accuracies and other accuracy information.
 EL0823
 EL0823.The horizontal coordinates were established by GPS observations
 EL0823.and adjusted by the National Geodetic Survey in June 2012.
 EL0823
 EL0823.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0823.been affixed to the stable North American tectonic plate. See 
 EL0823.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0823
 EL0823.The horizontal coordinates are valid at the epoch date displayed above
 EL0823.which is a decimal equivalence of Year/Month/Day.
 EL0823
 EL0823.The orthometric height was determined by GPS observations and a
 EL0823.high-resolution geoid model.
 EL0823
 EL0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0823.GEOID18 height accuracy estimate available here.
 EL0823
 EL0823.Click photographs - Photos may exist for this station.
 EL0823
 EL0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0823
 EL0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0823
 EL0823.The ellipsoidal height was determined by GPS observations
 EL0823.and is referenced to NAD 83.
 EL0823
 EL0823. The following values were computed from the NAD 83(2011) position.
 EL0823
 EL0823;                    North         East     Units Scale Factor Converg.
 EL0823;SPC OK S     -   172,530.023   702,887.583   MT  0.99994954   +0 38 20.0
 EL0823;SPC OK S     -   566,042.25  2,306,057.01   sFT  0.99994954   +0 38 20.0
 EL0823;UTM  14      - 3,862,190.067   694,250.036   MT  1.00006508   +1 12 57.6
 EL0823
 EL0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0823!SPC OK S     -   0.99995273  x   0.99994954  =   0.99990227
 EL0823!UTM  14      -   0.99995273  x   1.00006508  =   1.00001781
 EL0823
 EL0823:                Primary Azimuth Mark                     Grid Az
 EL0823:SPC OK S     -  MAXWELL AZ MK                            268 02 23.8
 EL0823:UTM  14      -  MAXWELL AZ MK                            267 27 46.2
 EL0823
 EL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9425062190(NAD 83)
 EL0823
 EL0823|---------------------------------------------------------------------|
 EL0823| PID    Reference Object                     Distance      Geod. Az  |
 EL0823|                                                           dddmmss.s |
 EL0823| CY1593 MAXWELL RM 1                         31.114 METERS 19702     |
 EL0823| CY1592 MAXWELL AZ MK                                      2684043.8 |
 EL0823| CY1594 MAXWELL RM 2                         22.118 METERS 29637     |
 EL0823| EL0834 ASHER MUNICIPAL TANK                APPROX.12.6 KM 3392051.7 |
 EL0823|---------------------------------------------------------------------|
 EL0823
 EL0823                          SUPERSEDED SURVEY CONTROL
 EL0823
 EL0823  NAD 83(2007)-  34 53 00.76418(N)    096 52 28.01481(W) AD(2002.00) 0
 EL0823  ELLIP H (02/10/07)  301.177  (m)                       GP(2002.00)    
 EL0823  ELLIP H (04/16/01)  301.187  (m)                       GP(       ) 4 2
 EL0823  NAD 83(1993)-  34 53 00.76384(N)    096 52 28.01473(W) AD(       ) B
 EL0823  ELLIP H (05/09/94)  301.241  (m)                       GP(       ) 4 2
 EL0823  NAD 83(1986)-  34 53 00.76807(N)    096 52 28.00039(W) AD(       ) 3
 EL0823  NAD 27      -  34 53 00.48079(N)    096 52 26.93675(W) AD(       ) 3
 EL0823  NAVD 88 (01/13/95)  327.3    (m)  UNKNOWN  model used  GPS OBS        
 EL0823  NAVD 88 (05/09/94)  327.3    (m)  GEOID93  model used  GPS OBS        
 EL0823  NGVD 29             327.19   (m)         1073.5    (f) LEVELING    3  
 EL0823
 EL0823.Superseded values are not recommended for survey control.
 EL0823
 EL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0823.See file dsdata.pdf to determine how the superseded data were derived.
 EL0823
 EL0823_MARKER: DS = TRIANGULATION STATION DISK
 EL0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0823_STAMPING: MAXWELL 1957
 EL0823_MARK LOGO: CGS
 EL0823_PROJECTION: PROJECTING 20 CENTIMETERS
 EL0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0823+STABILITY: SURFACE MOTION
 EL0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0823+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2020
 EL0823
 EL0823  HISTORY     - Date     Condition        Report By
 EL0823  HISTORY     - 1957     MONUMENTED       CGS
 EL0823  HISTORY     - 1957     GOOD             CGS
 EL0823  HISTORY     - 19930504 GOOD             NGS
 EL0823  HISTORY     - 20200610 GOOD             OKDOT
 EL0823
 EL0823                          STATION DESCRIPTION
 EL0823
 EL0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0823'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF KONAWA, 8 MILES
 EL0823'SOUTHEAST OF ASHER, AT THE JUNCTION OF STATE HIGHWAYS 13 AND 59A,
 EL0823'IN SECTION 22, T. 5. N. R. 4. E.
 EL0823'
 EL0823'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 18 IN THE SOUTH
 EL0823'EDGE OF ASHER, GO SOUTH ON STATE HIGHWAY 18 FOR 2.5 MILES TO THE
 EL0823'JUNCTION OF STATE HIGHWAY 13 ON THE LEFT, KEEP LEFT AND GO 6.3
 EL0823'MILES TO THE JUNCTION OF STATE HIGHWAY 59A ON THE RIGHT AND THE
 EL0823'STATION.
 EL0823'
 EL0823'TO REACHED THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON STATE
 EL0823'HIGHWAY 59A FOR 0.4 MILES TO THE MARK ON THE LEFT.
 EL0823'
 EL0823'STATION MARKS ARE STANDARD DISKS, STAMPED MAXWELL 1957.  THE SURFACE
 EL0823'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 EL0823'PROJECTS 6 INCHES.  IT IS 300 FEET WEST OF THE CENTER OF THE
 EL0823'JUNCTION OF STATE HIGHWAYS 13 AND 59A, 80 FEET SOUTH OF THE CENTER
 EL0823'OF STATE HIGHWAY 13, 71 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 EL0823'59A, AND 35 FEET SOUTHEAST OF A POWERLINE POLE.  A 4 IN X 4 IN
 EL0823'WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.  THE
 EL0823'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES
 EL0823'BELOW THE GROUND SURFACE.
 EL0823'
 EL0823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAXWELL NO 1 1957,
 EL0823'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 EL0823'4 INCHES.  IT IS 49 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 59A
 EL0823'AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 EL0823'
 EL0823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAXWELL NO 2 1957,
 EL0823'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 EL0823'5 INCHES.  IT IS 79 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 13
 EL0823'AND 73 FEET NORTH OF THE CENTER OF STATE HIGHWAY 59A.
 EL0823'
 EL0823'AZIMUTH MARK IS A STANDARD DISK, STAMPED MAXWELL 1957, SET IN THE
 EL0823'TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.
 EL0823'IT IS 145 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM
 EL0823'HOUSE, 52 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 59A,
 EL0823'AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE
 EL0823'WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 EL0823'
 EL0823'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EL0823
 EL0823                          STATION RECOVERY (1957)
 EL0823
 EL0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EL0823'RECOVERED IN GOOD CONDITION.
 EL0823
 EL0823                          STATION RECOVERY (1993)
 EL0823
 EL0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EL0823'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE
 EL0823'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 EL0823'THE STATION IS LOCATED ABOUT 33 KM (20.50 MI) NORTHEAST OF PAULS
 EL0823'VALLEY, 19 KM (11.80 MI) NORTHWEST OF ADA, IN GRASS NEAR THE
 EL0823'SOUTHEAST END OF A TRIANGULAR SHAPED PARCEL OF LAND CREATED BY THE
 EL0823'JUNCTION OF HIGHWAYS 59 A AND 3 W AND IN THE HIGHWAY RIGHT-OF-WAY.
 EL0823'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EL0823'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 EL0823'PROJECTING 20 CM.  IT IS 24.0 M (78.7 FT) SOUTHWEST FROM THE CENTER
 EL0823'OF, AND ABOUT 1 M (3.3 FT) HIGHER THAN HIGHWAY 3 W, 15.9 M (52.2 FT)
 EL0823'NORTH FROM THE CENTER OF, AND SLIGHTLY LOWER THAN HIGHWAY 59 A, 9.6 M
 EL0823'(31.5 FT) SOUTHWEST FROM A POWER POLE, 0.8 M (2.6 FT) SOUTHEAST FROM
 EL0823'A FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) NORTHWEST FROM A
 EL0823'FIBERGLASS POST.
 EL0823'DESCRIBED BY D.G. AUG
 EL0823
 EL0823                          STATION RECOVERY (2020)
 EL0823
 EL0823'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (KK)
 EL0823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0640 ***********************************************************************
 GJ0640  DESIGNATION -  MAY AZ MK
 GJ0640  PID         -  GJ0640
 GJ0640  STATE/COUNTY-  OK/WOODS
 GJ0640  COUNTRY     -  US
 GJ0640  USGS QUAD   -  FREEDOM NE (2018)
 GJ0640
 GJ0640                         *CURRENT SURVEY CONTROL
 GJ0640  ______________________________________________________________________
 GJ0640* NAD 83(1997) POSITION- 36 59 57.97300(N) 099 00 48.97118(W)   ADJUSTED
 GJ0640* NAVD 88 ORTHO HEIGHT -   562.2   (meters)     1844.    (feet) VERTCON3
 GJ0640  ______________________________________________________________________
 GJ0640  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 GJ0640  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 GJ0640  HORZ ORDER      -  SECOND
 GJ0640
 GJ0640.The horizontal coordinates were established by classical geodetic methods
 GJ0640.and adjusted by the National Geodetic Survey in October 1998.
 GJ0640
 GJ0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0640
 GJ0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0640.GEOID18 height accuracy estimate available here.
 GJ0640
 GJ0640.Click photographs - Photos may exist for this station.
 GJ0640
 GJ0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0640
 GJ0640. The following values were computed from the NAD 83(1997) position.
 GJ0640
 GJ0640;                    North         East     Units Scale Factor Converg.
 GJ0640;SPC OK N     -   222,326.595   509,773.887   MT  1.00005076   -0 35 53.4
 GJ0640;SPC OK N     -   729,416.50  1,672,483.16   sFT  1.00005076   -0 35 53.4
 GJ0640;UTM  14      - 4,094,809.995   498,789.640   MT  0.99960002   -0 00 29.5
 GJ0640
 GJ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0640!SPC OK N     -   0.99991619  x   1.00005076  =   0.99996695
 GJ0640!UTM  14      -   0.99991619  x   0.99960002  =   0.99951625
 GJ0640
 GJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9878994809(NAD 83)
 GJ0640
 GJ0640                          SUPERSEDED SURVEY CONTROL
 GJ0640
 GJ0640  NAD 83(1993)-  36 59 57.97489(N)    099 00 48.97017(W) AD(       ) 2
 GJ0640  NAD 83(1986)-  36 59 57.97661(N)    099 00 48.96106(W) AD(       ) 2
 GJ0640  NAD 27      -  36 59 57.87012(N)    099 00 47.59828(W) AD(       ) 2
 GJ0640  NGVD 29 (07/19/86)  562.0    (m)         1844.     (f) VERT ANG       
 GJ0640
 GJ0640.Superseded values are not recommended for survey control.
 GJ0640
 GJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0640.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0640
 GJ0640_MARKER: DZ = AZIMUTH MARK DISK
 GJ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0640_STAMPING: MAY 1934
 GJ0640_MARK LOGO: CGS
 GJ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0640+STABILITY: SURFACE MOTION
 GJ0640
 GJ0640  HISTORY     - Date     Condition        Report By
 GJ0640  HISTORY     - 1934     MONUMENTED       CGS
 GJ0640
 GJ0640                          STATION DESCRIPTION
 GJ0640
 GJ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0640'THE MARK IS LOCATED ABOUT 17.4 MI (28.0 KM) NORTHEAST OF EDITH, 16.8
 GJ0640'MI (27.0 KM) NORTH-NORTHEAST OF FREEDOM AND 14.1 MI (22.7 KM) NORTH OF
 GJ0640'TEGARDEN.
 GJ0640'
 GJ0640'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 160/283 AND STATE HIGHWAY
 GJ0640'1, ABOUT 5 MI (8.0 KM) SOUTH OF COLDWATER, GO SOUTH ON HIGHWAY 1 FOR
 GJ0640'6.15 MI (9.90 KM) TO THE BUTTERMILK CHURCH ON THE RIGHT.  CONTINUE
 GJ0640'SOUTH ON HIGHWAY 1 FOR 3.05 MI (4.91 KM) TO COMANCHE COUNTY ROAD T14
 GJ0640'ON THE LEFT.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD T14, THE MAIN
 GJ0640'TRAVELED, GRADED ROAD, FOR 21.4 MI (34.4 KM) TO THE AZIMUTH MARK ON
 GJ0640'THE RIGHT.
 GJ0640'
 GJ0640'IT IS SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 GJ0640'(10 CM)  IT IS 43.0 FT (13.1 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 GJ0640'T14, AT THIS POINT THE OKLAHOMA/KANSAS STATE LINE, 29.0 FT (8.8 M)
 GJ0640'EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH, 2.0 FT (0.6 M) NORTH
 GJ0640'OF A FENCE AND 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0639 ***********************************************************************
 GJ0639  DESIGNATION -  MAY RM 4
 GJ0639  PID         -  GJ0639
 GJ0639  STATE/COUNTY-  OK/WOODS
 GJ0639  COUNTRY     -  US
 GJ0639  USGS QUAD   -  FREEDOM NE (2018)
 GJ0639
 GJ0639                         *CURRENT SURVEY CONTROL
 GJ0639  ______________________________________________________________________
 GJ0639* NAD 83(1997) POSITION- 36 59 57.93620(N) 099 00 01.63253(W)   NO CHECK
 GJ0639* NAVD 88 ORTHO HEIGHT -   557.2   (meters)     1828.    (feet) VERTCON3
 GJ0639  ______________________________________________________________________
 GJ0639  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 GJ0639  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 GJ0639  HORZ ORDER      -  THIRD
 GJ0639
 GJ0639.The horizontal coordinates were established by classical geodetic methods
 GJ0639.and adjusted by the National Geodetic Survey in October 1998.
 GJ0639
 GJ0639.No horizontal observational check was made to the station.
 GJ0639
 GJ0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0639
 GJ0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0639.GEOID18 height accuracy estimate available here.
 GJ0639
 GJ0639.Click photographs - Photos may exist for this station.
 GJ0639
 GJ0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0639
 GJ0639. The following values were computed from the NAD 83(1997) position.
 GJ0639
 GJ0639;                    North         East     Units Scale Factor Converg.
 GJ0639;SPC OK N     -   222,313.319   510,944.351   MT  1.00005076   -0 35 25.5
 GJ0639;SPC OK N     -   729,372.95  1,676,323.26   sFT  1.00005076   -0 35 25.5
 GJ0639;UTM  14      - 4,094,808.775   499,959.651   MT  0.99960000   -0 00 01.0
 GJ0639
 GJ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0639!SPC OK N     -   0.99991698  x   1.00005076  =   0.99996774
 GJ0639!UTM  14      -   0.99991698  x   0.99960000  =   0.99951701
 GJ0639
 GJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9995994808(NAD 83)
 GJ0639
 GJ0639                          SUPERSEDED SURVEY CONTROL
 GJ0639
 GJ0639  NAD 83(1993)-  36 59 57.93808(N)    099 00 01.63153(W) AD(       ) 3
 GJ0639  NAD 83(1986)-  36 59 57.93962(N)    099 00 01.62242(W) AD(       ) 3
 GJ0639  NAD 27      -  36 59 57.83312(N)    099 00 00.26089(W) AD(       ) 3
 GJ0639  NGVD 29 (07/19/86)  557.0    (m)         1827.     (f) VERT ANG       
 GJ0639
 GJ0639.Superseded values are not recommended for survey control.
 GJ0639
 GJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0639.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0639
 GJ0639_MARKER: DR = REFERENCE MARK DISK
 GJ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0639_STAMPING: MAY 1934 NO 4 1980
 GJ0639_MARK LOGO: NGS
 GJ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0639+STABILITY: SURFACE MOTION
 GJ0639
 GJ0639  HISTORY     - Date     Condition        Report By
 GJ0639  HISTORY     - 1980     MONUMENTED       NGS
 GJ0639
 GJ0639                          STATION DESCRIPTION
 GJ0639
 GJ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GJ0639'THE MARK IS LOCATED ABOUT 17.9 MI (28.8 KM) NORTHEAST OF EDITH, 17.1
 GJ0639'MI (27.5 KM) NORTH-NORTHEAST OF FREEDOM AND 14.0 MI (22.5 KM) NORTH OF
 GJ0639'TEGARDEN.
 GJ0639'
 GJ0639'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 160/283 AND STATE HIGHWAY
 GJ0639'1, ABOUT 5 MI (8.0 KM) SOUTH OF COLDWATER, GO SOUTH ON HIGHWAY 1 FOR
 GJ0639'6.15 MI (9.90 KM) TO THE BUTTERMILK CHURCH ON THE RIGHT.  CONTINUE
 GJ0639'SOUTH ON HIGHWAY 1 FOR 3.05 MI (4.91 KM) TO COMANCHE COUNTY ROAD T14
 GJ0639'ON THE LEFT.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD T14, THE MAIN
 GJ0639'TRAVELED, GRADED ROAD, FOR 21.4 MI (34.4 KM) TO THE AZIMUTH MARK ON
 GJ0639'THE RIGHT, AT A SIDE ROAD LEADING SOUTH.  CONTINUE EAST FOR 0.6 MI
 GJ0639'(1.0 KM) TO A SHARP CURVE IN THE ROAD TO THE NORTH AND A ROAD
 GJ0639'CONTINUING AHEAD.  CONTINUE EAST FOR 0.05 MI (0.08 KM) TO THE MARK.
 GJ0639'
 GJ0639'IT IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 GJ0639'PROJECTS 6 INCHES (15 CM)  IT IS 37.5 FT (11.4 M) WEST OF THE EXTENDED
 GJ0639'CENTERLINE OF THE NORTH/SOUTH ROAD, 24.0 FT (7.3 M) SOUTH OF THE
 GJ0639'CENTERLINE OF THE EAST/WEST ROAD, 1.5 FT (0.5 M) EAST OF A WITNESS
 GJ0639'POST, 1 FT (0.3 M) NORTH OF A FENCE AND ABOUT 2 FT (0.6 M) HIGHER THAN
 GJ0639'STATION MAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0606 ***********************************************************************
 FK0606  DESIGNATION -  MAYFIELD
 FK0606  PID         -  FK0606
 FK0606  STATE/COUNTY-  OK/BECKHAM
 FK0606  COUNTRY     -  US
 FK0606  USGS QUAD   -  MAYFIELD (2018)
 FK0606
 FK0606                         *CURRENT SURVEY CONTROL
 FK0606  ______________________________________________________________________
 FK0606* NAD 83(1993) POSITION- 35 20 02.40878(N) 099 54 53.16082(W)   ADJUSTED
 FK0606* NAVD 88 ORTHO HEIGHT -   665.9   (meters)     2185.    (feet) VERTCON3
 FK0606  ______________________________________________________________________
 FK0606  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 FK0606  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 FK0606  HORZ ORDER      -  FIRST
 FK0606
 FK0606.The horizontal coordinates were established by classical geodetic methods
 FK0606.and adjusted by the National Geodetic Survey in November 1994.
 FK0606
 FK0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0606
 FK0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0606.GEOID18 height accuracy estimate available here.
 FK0606
 FK0606.Click photographs - Photos may exist for this station.
 FK0606
 FK0606.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0606
 FK0606. The following values were computed from the NAD 83(1993) position.
 FK0606
 FK0606;                    North         East     Units Scale Factor Converg.
 FK0606;SPC OK S     -   223,581.329   425,924.386   MT  1.00002145   -1 05 12.7
 FK0606;SPC OK S     -   733,533.08  1,397,386.92   sFT  1.00002145   -1 05 12.7
 FK0606;SPC TX N     - 1,149,144.953   344,103.669   MT  0.99991194   +0 55 07.3
 FK0606;SPC TX N     - 3,770,153.07  1,128,946.79   sFT  0.99991194   +0 55 07.3
 FK0606;UTM  14      - 3,910,467.524   416,865.439   MT  0.99968517   -0 31 44.7
 FK0606
 FK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0606!SPC OK S     -   0.99989970  x   1.00002145  =   0.99992115
 FK0606!SPC TX N     -   0.99989970  x   0.99991194  =   0.99981165
 FK0606!UTM  14      -   0.99989970  x   0.99968517  =   0.99958490
 FK0606
 FK0606:                Primary Azimuth Mark                     Grid Az
 FK0606:SPC OK S     -  ADDIS                                    274 16 24.3
 FK0606:SPC TX N     -  ADDIS                                    272 16 04.3
 FK0606:UTM  14      -  ADDIS                                    273 42 56.3
 FK0606
 FK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1686510467(NAD 83)
 FK0606
 FK0606|---------------------------------------------------------------------|
 FK0606| PID    Reference Object                     Distance      Geod. Az  |
 FK0606|                                                           dddmmss.s |
 FK0606| CK9385 MAYFIELD RM 2                       152.230 METERS 03110     |
 FK0606| CK9384 MAYFIELD RM 1                        14.530 METERS 20405     |
 FK0606| FK0607 ADDIS                               APPROX. 7.5 KM 2731111.6 |
 FK0606|---------------------------------------------------------------------|
 FK0606
 FK0606                          SUPERSEDED SURVEY CONTROL
 FK0606
 FK0606  NAD 83(1986)-  35 20 02.41071(N)    099 54 53.15101(W) AD(       ) 1
 FK0606  NAD 27      -  35 20 02.22600(N)    099 54 51.76400(W) AD(       ) 1
 FK0606  NGVD 29 (07/19/86)  665.6    (m)         2184.     (f) VERT ANG       
 FK0606
 FK0606.Superseded values are not recommended for survey control.
 FK0606
 FK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0606.See file dsdata.pdf to determine how the superseded data were derived.
 FK0606
 FK0606_MARKER: DS = TRIANGULATION STATION DISK
 FK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0606_STAMPING: MAYFIELD 1927
 FK0606_MARK LOGO: CGS
 FK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0606+STABILITY: SURFACE MOTION
 FK0606
 FK0606  HISTORY     - Date     Condition        Report By
 FK0606  HISTORY     - 1927     MONUMENTED       CGS
 FK0606  HISTORY     - 1958     MARK NOT FOUND   USGS
 FK0606  HISTORY     - 1959     SEE DESCRIPTION  USGS
 FK0606  HISTORY     - 1988     GOOD             SSC
 FK0606
 FK0606                          STATION DESCRIPTION
 FK0606
 FK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0606'ABOUT 8-1/4 MILES N AND ABOUT 2-3/4 MILES W OF ERICK, ON
 FK0606'HIGHEST POINT OF HILL AT S SIDE OF ROAD, ON LAND BELONGING TO
 FK0606'A.B. WHIPKEY.  HILL IS COVERED WITH SCRUB OAK, CLUMPS OF WHICH
 FK0606'ARE QUITE PROMINENT.
 FK0606'
 FK0606'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FK0606'DISKS SET IN CONCRETE.
 FK0606'
 FK0606'REFERENCE MARK NO.1 IS 14.53 METERS (47.7 FEET) FROM STATION,
 FK0606'S 24 DEG 05 MIN W.
 FK0606'
 FK0606'REFERENCE MARK NO.2 IS 152.23 METERS (499.4 FEET) FROM THE
 FK0606'STATION, N 31 DEG 10 MIN 09 SEC E.  ELEVATION OF
 FK0606'STATION, 665.6 METERS (2,184 FEET).
 FK0606'
 FK0606'TO REACH FROM ERICK GO W 1/2 MILE, THEN N FOR ABOUT 8.3 MILES
 FK0606'TO ROAD WHICH TURNS W JUST S OF MAYFIELD, FOLLOW THIS ROAD W
 FK0606'FOR ABOUT 2.2 MILES TO TOP OF HILL, WHEN STATION WILL BE ABOUT
 FK0606'400 FEET TO S.
 FK0606
 FK0606                          STATION RECOVERY (1958)
 FK0606
 FK0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0606'STATION NOT RECOVERED.
 FK0606'
 FK0606'REFERENCE MARK 2 NOT FOUND, SAND 6 FEET THICK BLOWN OFF
 FK0606'FIELD TO NORTH.
 FK0606'
 FK0606'REFERENCE MARK 1 FOUND S SIDE OF ROAD, N SIDE EXPOSED, BUT SOLID.
 FK0606'
 FK0606'DISTANCE AND AZIMUTH PROBABLY TURNED AROUND WITH THAT OF
 FK0606'REFERENCE MARK 2.
 FK0606
 FK0606                          STATION RECOVERY (1959)
 FK0606
 FK0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FK0606'R.M. 1 LOCATED NEAR CORNER SECTIONS 13,14,23,24, TION, R26W, 24
 FK0606'FEET S AND 555 FEET W OF T-ROAD NORTH, SET IN CONCRETE POST A
 FK0606'STANDARD TABLET STAMPED MAYFIELD RM 1 1927.
 FK0606'
 FK0606'ACCORDING TO ORIGINAL DESCRIPTION THIS IS R.M. 2, BUT IT IS
 FK0606'STAMPED R.M. 1.
 FK0606
 FK0606                          STATION RECOVERY (1988)
 FK0606
 FK0606'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1988 (PJM)
 FK0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1058 ***********************************************************************
 FH1058  DESIGNATION -  MAYNARD
 FH1058  PID         -  FH1058
 FH1058  STATE/COUNTY-  OK/MUSKOGEE
 FH1058  COUNTRY     -  US
 FH1058  USGS QUAD   -  BRAGGS (2018)
 FH1058
 FH1058                         *CURRENT SURVEY CONTROL
 FH1058  ______________________________________________________________________
 FH1058* NAD 83(1993) POSITION- 35 44 35.89150(N) 095 12 35.89207(W)   ADJUSTED
 FH1058* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 FH1058  ______________________________________________________________________
 FH1058  GEOID HEIGHT    -        -29.402 (meters)                     GEOID18
 FH1058  LAPLACE CORR    -          2.23  (seconds)                    DEFLEC18
 FH1058  HORZ ORDER      -  FIRST
 FH1058
 FH1058.The horizontal coordinates were established by classical geodetic methods
 FH1058.and adjusted by the National Geodetic Survey in November 1994.
 FH1058
 FH1058.The orthometric height was scaled from a topographic map.
 FH1058
 FH1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1058.GEOID18 height accuracy estimate available here.
 FH1058
 FH1058.Click photographs - Photos may exist for this station.
 FH1058
 FH1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1058
 FH1058. The following values were computed from the NAD 83(1993) position.
 FH1058
 FH1058;                    North         East     Units Scale Factor Converg.
 FH1058;SPC OK N     -    86,097.421   852,330.464   MT  0.99997264   +1 38 47.5
 FH1058;SPC OK N     -   282,471.29  2,796,354.20   sFT  0.99997264   +1 38 47.5
 FH1058;UTM  15      - 3,957,729.629   300,161.299   MT  1.00009213   -1 17 29.0
 FH1058
 FH1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1058!SPC OK N     -   0.99996206  x   0.99997264  =   0.99993470
 FH1058!UTM  15      -   0.99996206  x   1.00009213  =   1.00005419
 FH1058
 FH1058:                Primary Azimuth Mark                     Grid Az
 FH1058:SPC OK N     -  MAYNARD AZ MK                            086 46 41.9
 FH1058:UTM  15      -  MAYNARD AZ MK                            089 42 58.4
 FH1058
 FH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0016157729(NAD 83)
 FH1058
 FH1058|---------------------------------------------------------------------|
 FH1058| PID    Reference Object                     Distance      Geod. Az  |
 FH1058|                                                           dddmmss.s |
 FH1058| CI2468 MAYNARD AZ MK                                      0882529.4 |
 FH1058| CI2469 MAYNARD RM 1                         34.715 METERS 16026     |
 FH1058| FH1059 BRAGGS MUNICIPAL TANK               APPROX. 8.9 KM 1723758.6 |
 FH1058| CI2470 MAYNARD RM 2                         55.723 METERS 22057     |
 FH1058| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX.18.8 KM 2770941.2 |
 FH1058| FH1086 MUSKOGEE RBANK PWR PLT W STK        APPROX. 8.2 KM 2861530.6 |
 FH1058| FH1087 MUSKOGEE RBANK PWR PLT E STK        APPROX. 8.2 KM 2861900.3 |
 FH1058| FH1082 MUSKOGEE BACONE COLLEGE SPIRE       APPROX.11.9 KM 2882240.1 |
 FH1058| FH1084 FORT GIBSON MUNICIPAL TANK          APPROX. 8.2 KM 3325640.5 |
 FH1058|---------------------------------------------------------------------|
 FH1058
 FH1058                          SUPERSEDED SURVEY CONTROL
 FH1058
 FH1058  NAD 83(1986)-  35 44 35.90963(N)    095 12 35.87584(W) AD(       ) 1
 FH1058  NAD 27      -  35 44 35.55800(N)    095 12 35.01800(W) AD(       ) 1
 FH1058
 FH1058.Superseded values are not recommended for survey control.
 FH1058
 FH1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1058.See file dsdata.pdf to determine how the superseded data were derived.
 FH1058
 FH1058_MARKER: DS = TRIANGULATION STATION DISK
 FH1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1058_STAMPING: MAYNARD 1940
 FH1058_MARK LOGO: CGS
 FH1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1058+STABILITY: SURFACE MOTION
 FH1058
 FH1058  HISTORY     - Date     Condition        Report By
 FH1058  HISTORY     - 1940     MONUMENTED       CGS
 FH1058  HISTORY     - 1945     GOOD             USA
 FH1058  HISTORY     - 1955     GOOD             SSC
 FH1058  HISTORY     - 1960     GOOD             CGS
 FH1058  HISTORY     - 1970     GOOD             USA
 FH1058
 FH1058                          STATION DESCRIPTION
 FH1058
 FH1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1058'STATION IS LOCATED ON THE TOP OF A LOW RIDGE 9 MILES E OF
 FH1058'MUSKOGEE, AND ON THE E SIDE OF THE ARKANSAS RIVER, ON LAND
 FH1058'OWNED BY THE BUREAU OF AGRICULTURAL ECONOMICS.
 FH1058'
 FH1058'SURFACE IS MARKED BY A STANDARD DISK SET IN CONCRETE.
 FH1058'
 FH1058'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1058'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1058'
 FH1058'THE STATION IS SET 16 FEET E OF THE TRAIL, 22 FEET SW OF A
 FH1058'LARGE OAK TREE, AND 9.6 FEET W OF A STANDARD REFERENCE POST.
 FH1058'THE MARK IS ON THE HIGHEST POINT OF THE TABLE LAND, IT PROJECTS
 FH1058'4 INCHES, AND THE DISK IS STAMPED MAYNARD 1940.
 FH1058'
 FH1058'REFERENCE MARK NO.1 IS SE OF THE STATION AND ABOUT 4 FEET
 FH1058'LOWER, SET IN THE TOP OF A FLAT-TOPPED ROCK OUTCROP FLUSH
 FH1058'WITH THE GROUND.  IT IS STAMPED MAYNARD NO.1, 1940.  REFERENCE
 FH1058'MARK NO.2 IS SW OF THE STATION SET IN THE TOP OF A LARGE
 FH1058'FLAT ROCK, 20 FEET E OF THE EDGE OF THE BLUFF AND 14 FEET
 FH1058'W OF THE TRAIL.  IT IS STAMPED MAYNARD NO.2, 1940.
 FH1058'
 FH1058'THE AZIMUTH MARK IS 0.4 MILE E OF THE STATION, 77 FEET W
 FH1058'OF THE CENTER LINE OF STATE HIGHWAY 10, 30 FEET W OF A REFERENCE
 FH1058'POST WHICH IS SET IN THE FENCE LINE.  THE DISK IS SET IN
 FH1058'THE CENTER OF THE TOP OF A LARGE FLAT ROCK WHICH PROJECTS
 FH1058'18 INCHES.  IT IS STAMPED MAYNARD 1940.  THE AZIMUTH MARK
 FH1058'IS NOT VISIBLE FROM THE GROUND LEVEL AT THE STATION, AND
 FH1058'WILL REQUIRE A SMALL AMOUNT OF CLEARING.
 FH1058'
 FH1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FH1058'64 AND 62 IN THE EASTERN PART OF MUSKOGEE, GO E AND N ON
 FH1058'U.S. HIGHWAY 62 FOR 7.0 MILES TO JUNCTION ON U.S. HIGHWAY
 FH1058'62 AND STATE HIGHWAY 10, CONTINUE E ON STATE HIGHWAY 10
 FH1058'FOR 5.4 MILES TO THE TOP OF A LONG GRADE AND A ROAD-SIDE
 FH1058'PARK ON THE RIGHT.  FROM THIS POINT CONTINUE E 0.2 MILE TO
 FH1058'THE AZIMUTH MARK ON THE RIGHT, TO REACH THE STATION TURN
 FH1058'RIGHT ON ROAD THROUGH THE PARK AND FOLLOW THE CREST OF THE
 FH1058'RIDGE FOR 0.45 MILE TO STATION ON THE LEFT SIDE OF THE TRAIL.
 FH1058'
 FH1058'NO OBJECTS VISIBLE FROM GROUND.
 FH1058'
 FH1058'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1058
 FH1058                          STATION RECOVERY (1945)
 FH1058
 FH1058'RECOVERY NOTE BY US ARMY 1945 (KSU)
 FH1058'LETTER FROM MAJOR KENNETH S. ULM, 618 FA OBSN. BN., CAMP
 FH1058'GRUBER, OKLA., DATED MAY 18, 1945-
 FH1058'
 FH1058'STATION RECOVERED IN GOOD CONDITION-
 FH1058
 FH1058                          STATION RECOVERY (1955)
 FH1058
 FH1058'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 FH1058'RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1058'
 FH1058'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FH1058'CONDITION AS DESCRIBED.  AZIMUTH MARK RECOVERED IN GOOD
 FH1058'CONDITION AS DESCRIBED.  NEW DESCRIPTION OF HOW TO REACH
 FH1058'FROM MUKOGEE IS HEREBY GIVEN DUE TO STATE HIGHWAY 10 HAVING
 FH1058'BEEN RELOCATED.
 FH1058'
 FH1058'TO REACH THE STATION FROM MUSKOGEE, GO E AND N ON U.S. HIGHWAY
 FH1058'62 FOR ABOUT 7.0 MI. TO THE JUNCTION OF U.S. HIGHWAY 62 AND
 FH1058'STATE HIGHWAY 10.  CONTINUE E ON STATE HIGHWAY 10 FOR ABOUT
 FH1058'2.75 MI.  THE OLD HIGHWAY TURNED RIGHT (S) AT THIS POINT.
 FH1058'THE ROAD IS STILL PASSABLE AT THIS TIME.  CONTINUE S ALONG
 FH1058'THIS ROAD FOR ABOUT 2.75 MI. TO THE TOP OF A LONG GRADE
 FH1058'AND AN ABANDONED ROADSIDE PARK WITH THE RUINS OF AN OLD
 FH1058'BUILDING STILL VISIBLE ON THE LEFT.  OLD PARK WAS ON THE RIGHT
 FH1058'AND IS NOW OCCUPIED BY A CATTLE PEN.  TO REACH THE
 FH1058'STATION TURN RIGHT ON A TRAIL THROUGH THE OLD PARK AND
 FH1058'FOLLOW THE CREST OF THE RIDGE FOR 0.45 MI. GOING UNDER
 FH1058'TWO HIGH LINES ON INTO THE TIMBER ALONG THE BLUFF
 FH1058'OVERLOOKING ARKANSAS RIVER.  STATION IS ABOUT 16 FT. E OF THE
 FH1058'TRAIL, AND ABOUT 150 FT. E OF THE EDGE OF THE BLUFF.
 FH1058
 FH1058                          STATION RECOVERY (1960)
 FH1058
 FH1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1058'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1058'STATE HIGHWAY 10 HAS BEEN REROUTED SO A NEW DESCRIPTION
 FH1058'TO REACH FOLLOWS-
 FH1058'
 FH1058'TO REACH FROM MUSKOGEE, FROM THE JUNCTION OF U.S. HIGHWAYS
 FH1058'62 AND 64 AND STATE HIGHWAY 16 IN THE NORTHEAST EDGE OF THE
 FH1058'CITY, GO EAST ON U.S. 62 FOR 3.9 MILES TO FORKS AND JUNCTION
 FH1058'WITH STATE HIGHWAY 10, CONTINUE STRAIGHT AHEAD ON RIGHT
 FH1058'FORK AND GO EAST AND SOUTH ON HIGHWAY 10 FOR 6.0 MILES TO
 FH1058'A SIDE ROAD LEFT AT TOP OF HILL, CONTINUE SOUTH ON HIGHWAY
 FH1058'FOR 0.8 MILE TO A TRACK ROAD ON RIGHT, TURN RIGHT ACROSS
 FH1058'DRAINAGE THEN TURN RIGHT AND GO NORTH ON OLD ABANDONED HIGHWAY
 FH1058'FOR 0.45 MILE TO AZIMUTH MARK ON LEFT OPPOSITE A TELEPHONE
 FH1058'POLE WITH TRIANGLE CUT ON WEST SIDE, CONTINUE ON OLD HIGHWAY
 FH1058'FOR 0.3 MILE TO CROSSTRACKS AT AN OLD FOUNDATION ON THE
 FH1058'RIGHT, TURN LEFT ON TRACK ROAD AND GO SOUTH FOR 0.05 MILE,
 FH1058'TURN RIGHT AND FOLLOW TRACK ROAD WESTERLY FOR ABOUT 0.3 MILE
 FH1058'TO THE SECOND POWER LINE, TURN LEFT AND GO SOUTH ALONG POWER
 FH1058'LINE FOR 0.1 MILE THEN BEAR RIGHT AND GO SOUTHWEST FOR
 FH1058'0.1 MILE TO STATION ON HIGHEST POINT OF RIDGE.
 FH1058
 FH1058                          STATION RECOVERY (1970)
 FH1058
 FH1058'RECOVERY NOTE BY US ARMY 1970 (CLG)
 FH1058'MAYNARD 1940 RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0804 ***********************************************************************
 GG0804  DESIGNATION -  MAYOR
 GG0804  PID         -  GG0804
 GG0804  STATE/COUNTY-  OK/MAYES
 GG0804  COUNTRY     -  US
 GG0804  USGS QUAD   -  BUSHYHEAD (2019)
 GG0804
 GG0804                         *CURRENT SURVEY CONTROL
 GG0804  ______________________________________________________________________
 GG0804* NAD 83(1993) POSITION- 36 22 45.26308(N) 095 24 54.80503(W)   ADJUSTED
 GG0804* NAVD 88 ORTHO HEIGHT -   247.7   (meters)      813.    (feet) VERTCON3
 GG0804  ______________________________________________________________________
 GG0804  GEOID HEIGHT    -        -29.201 (meters)                     GEOID18
 GG0804  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 GG0804  HORZ ORDER      -  SECOND
 GG0804
 GG0804.The horizontal coordinates were established by classical geodetic methods
 GG0804.and adjusted by the National Geodetic Survey in November 1994.
 GG0804
 GG0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0804
 GG0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0804.GEOID18 height accuracy estimate available here.
 GG0804
 GG0804.Click photographs - Photos may exist for this station.
 GG0804
 GG0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0804
 GG0804. The following values were computed from the NAD 83(1993) position.
 GG0804
 GG0804;                    North         East     Units Scale Factor Converg.
 GG0804;SPC OK N     -   156,118.815   831,893.558   MT  0.99995222   +1 31 31.4
 GG0804;SPC OK N     -   512,199.81  2,729,304.11   sFT  0.99995222   +1 31 31.4
 GG0804;UTM  15      - 4,028,722.345   283,349.436   MT  1.00017834   -1 25 59.1
 GG0804
 GG0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0804!SPC OK N     -   0.99996571  x   0.99995222  =   0.99991793
 GG0804!UTM  15      -   0.99996571  x   1.00017834  =   1.00014404
 GG0804
 GG0804:                Primary Azimuth Mark                     Grid Az
 GG0804:SPC OK N     -  RADIO MAST                               178 53 04.6
 GG0804:UTM  15      -  RADIO MAST                               181 50 35.1
 GG0804
 GG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8334928722(NAD 83)
 GG0804
 GG0804|---------------------------------------------------------------------|
 GG0804| PID    Reference Object                     Distance      Geod. Az  |
 GG0804|                                                           dddmmss.s |
 GG0804| CI2472 MAYOR RM 2                           21.577 METERS 08920     |
 GG0804| CI2113 RADIO MAST                                         1802436.0 |
 GG0804| CI2471 MAYOR RM 1                           35.950 METERS 35743     |
 GG0804|---------------------------------------------------------------------|
 GG0804
 GG0804                          SUPERSEDED SURVEY CONTROL
 GG0804
 GG0804  NAD 83(1986)-  36 22 45.28670(N)    095 24 54.78882(W) AD(       ) 2
 GG0804  NAD 27      -  36 22 44.94781(N)    095 24 53.88348(W) AD(       ) 2
 GG0804  NGVD 29 (07/19/86)  247.6    (m)          812.     (f) VERT ANG       
 GG0804
 GG0804.Superseded values are not recommended for survey control.
 GG0804
 GG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0804.See file dsdata.pdf to determine how the superseded data were derived.
 GG0804
 GG0804_MARKER: DD = SURVEY DISK
 GG0804_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0804+WITH SETTING: INFORMATION.
 GG0804_STAMPING: ET MAYOR 1968
 GG0804_MARK LOGO: USGS
 GG0804_PROJECTION: FLUSH
 GG0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0804
 GG0804  HISTORY     - Date     Condition        Report By
 GG0804  HISTORY     - 1968     MONUMENTED       USGS
 GG0804
 GG0804                          STATION DESCRIPTION
 GG0804
 GG0804'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0804'STATION IS LOCATED APPROX. 5.0 MI N. AND 6.0 MI W. OF THE TOWN
 GG0804'OF PRYOR, T. 22 N., R. 18 E., NEAR THE W. SIXTEENTH CORNER
 GG0804'BETWEEN SECS. 17 AND 20, TOP OF SMALL FLAT-TOP HILL.
 GG0804'
 GG0804'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 69 AND
 GG0804'STATE HWY. 20, AT PRYOR, GO W. ALONG STATE HWY. 20 FOR 4.7 MI
 GG0804'TO A CROSSROADS, TURN RIGHT (N.) AND GO 3.2 MI TO A T-RD. E.,
 GG0804'CONTINUE STRAIGHT AHEAD (N.) FOR 0.05 MI IN YARD OF FARMHOUSE,
 GG0804'TO A WIRE GATE, PASS THROUGH WIRE GATE AND GO 0.65 MI ALONG WOODS
 GG0804'RD. TO TOP OF RIDGE, THEN CONTINUE ON WOODS RD. IN A WNW.
 GG0804'DIRECTION TO A RD. FORK AND OPEN FIELD, TAKE RIGHT FORK (NE.)
 GG0804'AND GO ALONG FIELD RD. BEARING NORTHWARD FOR 0.9 MI TO
 GG0804'TOP OF SMALL FLAT TOP HILL AND STATION.
 GG0804'
 GG0804'THE STATION MARK IS 212 FT W. OF LONE 20 IN. OAK TREE, 118 FT S. OF
 GG0804'STANDARD USGS WITNESS POST, 12 FT W. OF CENTER OF TRACK RD.  STAMPED
 GG0804'ET MAYOR 1968.
 GG0804'
 GG0804'REFERENCE MARK NO. 1 IS N. OF THE STATION, 113 FT N. AND 238
 GG0804'FT W. OF LONE 20 IN. OAK TREE, 2 FT E. OF USGS WITNESS POST,
 GG0804'9 FT W. OF CENTER OF FIELD RD.  STAMPED MAYOR NO 1 1968.
 GG0804'
 GG0804'REFERENCE MARK NO. 2 IS E. OF THE STATION, 19 FT N. AND 142 FT
 GG0804'W. OF LONE 20 IN. OAK TREE, STAMPED MAYOR NO 2 1968.
 GG0804'
 GG0804'AZIMUTH MARK--NONE SET.
 GG0804'
 GG0804'REFERENCE AZIMUTH OBSERVED TO RED LIGHT TOP RADIO MAST APPROX. 5.0
 GG0804'MI S. OF STATION.
 GG0804'
 GG0804'ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED
 GG0804'TO 0.5 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 GG0804'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0884 ***********************************************************************
 EL0884  DESIGNATION -  MAYSVILLE CHEROKEE PLINE MAST
 EL0884  PID         -  EL0884
 EL0884  STATE/COUNTY-  OK/GARVIN
 EL0884  COUNTRY     -  US
 EL0884  USGS QUAD   -  MAYSVILLE (2018)
 EL0884
 EL0884                         *CURRENT SURVEY CONTROL
 EL0884  ______________________________________________________________________
 EL0884* NAD 83(1993) POSITION- 34 49 06.96389(N) 097 27 11.47713(W)   ADJUSTED
 EL0884  ______________________________________________________________________
 EL0884  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 EL0884  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 EL0884  HORZ ORDER      -  THIRD
 EL0884
 EL0884.The horizontal coordinates were established by classical geodetic methods
 EL0884.and adjusted by the National Geodetic Survey in February 1996.
 EL0884
 EL0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0884.GEOID18 height accuracy estimate available here.
 EL0884
 EL0884.Click photographs - Photos may exist for this station.
 EL0884
 EL0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0884
 EL0884. The following values were computed from the NAD 83(1993) position.
 EL0884
 EL0884;                    North         East     Units Scale Factor Converg.
 EL0884;SPC OK S     -   164,887.460   650,024.337   MT  0.99994428   +0 18 37.4
 EL0884;SPC OK S     -   540,968.28  2,132,621.51   sFT  0.99994428   +0 18 37.4
 EL0884;UTM  14      - 3,854,017.401   641,465.967   MT  0.99984666   +0 53 00.0
 EL0884
 EL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4146554017(NAD 83)
 EL0884
 EL0884                          SUPERSEDED SURVEY CONTROL
 EL0884
 EL0884  NAD 83(1986)-  34 49 06.96948(N)    097 27 11.46274(W) AD(       ) 3
 EL0884  NAD 27      -  34 49 06.69400(N)    097 27 10.36583(W) AD(       ) 3
 EL0884
 EL0884.Superseded values are not recommended for survey control.
 EL0884
 EL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0884.See file dsdata.pdf to determine how the superseded data were derived.
 EL0884
 EL0884_MARKER: 42 = RADIO/TV MAST
 EL0884
 EL0884  HISTORY     - Date     Condition        Report By
 EL0884  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0884
 EL0884                          STATION DESCRIPTION
 EL0884
 EL0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0884'THE STATION IS 2.55 MILES WEST OF THE CENTER OF MAYSVILLE
 EL0884'AND ALONG THE SOUTH SIDE OF STATE HIGHWAY 19.  IT IS A SLENDER,
 EL0884'STRUCTURAL STEEL MAST, RED AND WHITE IN COLOR AND IS 110
 EL0884'FEET IN HEIGHT.  THE POINT OBSERVED WAS THE RED LIGHT AT
 EL0884'THE TOP-CENTER OF THE MAST.
 EL0884'
 EL0884'THE CALL LETTERS ARE KKC 633.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0885 ***********************************************************************
 EL0885  DESIGNATION -  MAYSVILLE MID CON PIPE CO MAST
 EL0885  PID         -  EL0885
 EL0885  STATE/COUNTY-  OK/GARVIN
 EL0885  COUNTRY     -  US
 EL0885  USGS QUAD   -  MAYSVILLE (2018)
 EL0885
 EL0885                         *CURRENT SURVEY CONTROL
 EL0885  ______________________________________________________________________
 EL0885* NAD 83(1993) POSITION- 34 49 13.30210(N) 097 26 47.37083(W)   ADJUSTED
 EL0885  ______________________________________________________________________
 EL0885  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 EL0885  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 EL0885  HORZ ORDER      -  THIRD
 EL0885
 EL0885.The horizontal coordinates were established by classical geodetic methods
 EL0885.and adjusted by the National Geodetic Survey in February 1996.
 EL0885
 EL0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0885.GEOID18 height accuracy estimate available here.
 EL0885
 EL0885.Click photographs - Photos may exist for this station.
 EL0885
 EL0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0885
 EL0885. The following values were computed from the NAD 83(1993) position.
 EL0885
 EL0885;                    North         East     Units Scale Factor Converg.
 EL0885;SPC OK S     -   165,086.103   650,635.852   MT  0.99994441   +0 18 51.0
 EL0885;SPC OK S     -   541,619.99  2,134,627.79   sFT  0.99994441   +0 18 51.0
 EL0885;UTM  14      - 3,854,222.130   642,075.406   MT  0.99984879   +0 53 14.0
 EL0885
 EL0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4207554222(NAD 83)
 EL0885
 EL0885                          SUPERSEDED SURVEY CONTROL
 EL0885
 EL0885  NAD 83(1986)-  34 49 13.30772(N)    097 26 47.35644(W) AD(       ) 3
 EL0885  NAD 27      -  34 49 13.03224(N)    097 26 46.26042(W) AD(       ) 3
 EL0885
 EL0885.Superseded values are not recommended for survey control.
 EL0885
 EL0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0885.See file dsdata.pdf to determine how the superseded data were derived.
 EL0885
 EL0885_MARKER: 42 = RADIO/TV MAST
 EL0885
 EL0885  HISTORY     - Date     Condition        Report By
 EL0885  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0885
 EL0885                          STATION DESCRIPTION
 EL0885
 EL0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0885'THE STATION IS 2.2 MILES WEST OF THE CENTER OF MAYSVILLE
 EL0885'AND ALONG THE NORTH SIDE OF STATE HIGHWAY 19.  IT IS A SLENDER,
 EL0885'STRUCTURAL STEEL MAST, RED AND WHITE IN COLOR AND IS 150 FEET
 EL0885'IN HEIGHT.  THE POINT OBSERVED WAS THE RED LIGHT AT THE
 EL0885'TOP-CENTER OF THE MAST.  THE CALL LETTERS ARE KMH 642.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0880 ***********************************************************************
 EL0880  DESIGNATION -  MAYSVILLE RAYS WELL SER MAST
 EL0880  PID         -  EL0880
 EL0880  STATE/COUNTY-  OK/GARVIN
 EL0880  COUNTRY     -  US
 EL0880  USGS QUAD   -  MAYSVILLE (2018)
 EL0880
 EL0880                         *CURRENT SURVEY CONTROL
 EL0880  ______________________________________________________________________
 EL0880* NAD 83(1993) POSITION- 34 49 03.15593(N) 097 25 05.64533(W)   ADJUSTED
 EL0880  ______________________________________________________________________
 EL0880  GEOID HEIGHT    -        -25.778 (meters)                     GEOID18
 EL0880  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 EL0880  HORZ ORDER      -  THIRD
 EL0880
 EL0880.The horizontal coordinates were established by classical geodetic methods
 EL0880.and adjusted by the National Geodetic Survey in February 1996.
 EL0880
 EL0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0880.GEOID18 height accuracy estimate available here.
 EL0880
 EL0880.Click photographs - Photos may exist for this station.
 EL0880
 EL0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0880
 EL0880. The following values were computed from the NAD 83(1993) position.
 EL0880
 EL0880;                    North         East     Units Scale Factor Converg.
 EL0880;SPC OK S     -   164,787.999   653,222.632   MT  0.99994421   +0 19 48.8
 EL0880;SPC OK S     -   540,641.96  2,143,114.59   sFT  0.99994421   +0 19 48.8
 EL0880;UTM  14      - 3,853,949.937   644,664.802   MT  0.99985794   +0 54 11.8
 EL0880
 EL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4466453949(NAD 83)
 EL0880
 EL0880                          SUPERSEDED SURVEY CONTROL
 EL0880
 EL0880  NAD 83(1986)-  34 49 03.16144(N)    097 25 05.63121(W) AD(       ) 3
 EL0880  NAD 27      -  34 49 02.88459(N)    097 25 04.53674(W) AD(       ) 3
 EL0880
 EL0880.Superseded values are not recommended for survey control.
 EL0880
 EL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0880.See file dsdata.pdf to determine how the superseded data were derived.
 EL0880
 EL0880_MARKER: 42 = RADIO/TV MAST
 EL0880
 EL0880  HISTORY     - Date     Condition        Report By
 EL0880  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0880  HISTORY     - 20050620 MARK NOT FOUND   USPSQD
 EL0880
 EL0880                          STATION DESCRIPTION
 EL0880
 EL0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0880'THE STATION IS 0.7 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS
 EL0880'19 AND 74 IN MAYSVILLE AND ALONG THE SOUTH SIDE OF HIGHWAY
 EL0880'19.  IT IS A SLENDER, STRUCTURAL STEEL MAST, SILVER IN COLOR
 EL0880'AND 100 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE SLENDER
 EL0880'FINIAL AT THE TOP-CENTER OF THE MAST WHICH HAS NO RED WARNING
 EL0880'LIGHT.  THE CALL LETTERS ARE KKM 716.
 EL0880
 EL0880                          STATION RECOVERY (2005)
 EL0880
 EL0880'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 EL0880'MAST WAS NOT AT THE LOCATION AS SPECIFIED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1009 ***********************************************************************
 EK1009  DESIGNATION -  MC ALESTER STANDPIPE
 EK1009  PID         -  EK1009
 EK1009  STATE/COUNTY-  OK/PITTSBURG
 EK1009  COUNTRY     -  US
 EK1009  USGS QUAD   -  MCALESTER (2018)
 EK1009
 EK1009                         *CURRENT SURVEY CONTROL
 EK1009  ______________________________________________________________________
 EK1009* NAD 83(1993) POSITION- 34 56 06.45765(N) 095 45 52.51173(W)   ADJUSTED
 EK1009  ______________________________________________________________________
 EK1009  GEOID HEIGHT    -        -30.036 (meters)                     GEOID18
 EK1009  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 EK1009  HORZ ORDER      -  THIRD
 EK1009
 EK1009.The horizontal coordinates were established by classical geodetic methods
 EK1009.and adjusted by the National Geodetic Survey in November 1994.
 EK1009
 EK1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1009.GEOID18 height accuracy estimate available here.
 EK1009
 EK1009.Click photographs - Photos may exist for this station.
 EK1009
 EK1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1009
 EK1009. The following values were computed from the NAD 83(1993) position.
 EK1009
 EK1009;                    North         East     Units Scale Factor Converg.
 EK1009;SPC OK S     -   179,939.704   804,201.769   MT  0.99995464   +1 16 07.9
 EK1009;SPC OK S     -   590,352.18  2,638,451.97   sFT  0.99995464   +1 16 07.9
 EK1009;UTM  15      - 3,869,339.040   247,493.964   MT  1.00038589   -1 35 02.3
 EK1009
 EK1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4749369339(NAD 83)
 EK1009
 EK1009                          SUPERSEDED SURVEY CONTROL
 EK1009
 EK1009  NAD 83(1986)-  34 56 06.46077(N)    095 45 52.50954(W) AD(       ) 3
 EK1009  NAD 27      -  34 56 06.11800(N)    095 45 51.54300(W) AD(       ) 3
 EK1009  USSD        -  34 56 06.08900(N)    095 45 51.82500(W) AD(       ) 3
 EK1009
 EK1009.Superseded values are not recommended for survey control.
 EK1009
 EK1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1009.See file dsdata.pdf to determine how the superseded data were derived.
 EK1009
 EK1009_MARKER: 52 = STANDPIPE TANK
 EK1009
 EK1009  HISTORY     - Date     Condition        Report By
 EK1009  HISTORY     - 1919     FIRST OBSERVED   CGS
 EK1009  HISTORY     - 1934     GOOD             CGS
 EK1009  HISTORY     - 1954     GOOD             CGS
 EK1009
 EK1009                          STATION DESCRIPTION
 EK1009
 EK1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK1009'RECOVERED.
 EK1009
 EK1009                          STATION RECOVERY (1954)
 EK1009
 EK1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 EK1009'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 EK1009'A DESCRIPTION FOLLOWS--
 EK1009'
 EK1009'THE INTERSECTION STATION IS LOCATED NORTH OF THE INTERSECTION
 EK1009'OF 3RD AND ADAMS STREETS ON A PROMINENT HILL AT THE NORTH
 EK1009'EDGE OF THE BUSINESS DISTRICT OF MC ALESTER.
 EK1009'
 EK1009'IT IS A CYLINDRICAL STRUCTURE ABOUT 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1018 ***********************************************************************
 EK1018  DESIGNATION -  MC ALESTER US NAD NW WATER TK
 EK1018  PID         -  EK1018
 EK1018  STATE/COUNTY-  OK/PITTSBURG
 EK1018  COUNTRY     -  US
 EK1018  USGS QUAD   -  MCALESTER SW (2018)
 EK1018
 EK1018                         *CURRENT SURVEY CONTROL
 EK1018  ______________________________________________________________________
 EK1018* NAD 83(1993) POSITION- 34 51 17.86004(N) 095 53 45.71342(W)   ADJUSTED
 EK1018  ______________________________________________________________________
 EK1018  GEOID HEIGHT    -        -29.596 (meters)                     GEOID18
 EK1018  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC18
 EK1018  HORZ ORDER      -  THIRD
 EK1018
 EK1018.The horizontal coordinates were established by classical geodetic methods
 EK1018.and adjusted by the National Geodetic Survey in November 1994.
 EK1018
 EK1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1018.GEOID18 height accuracy estimate available here.
 EK1018
 EK1018.Click photographs - Photos may exist for this station.
 EK1018
 EK1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1018
 EK1018. The following values were computed from the NAD 83(1993) position.
 EK1018
 EK1018;                    North         East     Units Scale Factor Converg.
 EK1018;SPC OK S     -   170,790.472   792,381.610   MT  0.99994707   +1 11 39.3
 EK1018;SPC OK S     -   560,335.07  2,599,672.00   sFT  0.99994707   +1 11 39.3
 EK1018;UTM  15      - 3,860,785.126   235,227.464   MT  1.00046413   -1 39 21.8
 EK1018
 EK1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3522760785(NAD 83)
 EK1018
 EK1018                          SUPERSEDED SURVEY CONTROL
 EK1018
 EK1018  NAD 83(1986)-  34 51 17.86319(N)    095 53 45.70946(W) AD(       ) 3
 EK1018  NAD 27      -  34 51 17.52000(N)    095 53 44.72700(W) AD(       ) 3
 EK1018
 EK1018.Superseded values are not recommended for survey control.
 EK1018
 EK1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1018.See file dsdata.pdf to determine how the superseded data were derived.
 EK1018
 EK1018_MARKER: 53 = ELEVATED TANK
 EK1018
 EK1018  HISTORY     - Date     Condition        Report By
 EK1018  HISTORY     - 1955     FIRST OBSERVED   CGS
 EK1018
 EK1018                          STATION DESCRIPTION
 EK1018
 EK1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1018'STATION IS THE NORTHWEST ONE OF FOUR WATER TANKS AT THE U.S.
 EK1018'NAVAL AMMUNITION DEPOT AT MC ALESTER.  IT IS ABOUT 80 FEET
 EK1018'IN HEIGHT AND IS SUPPORTED BY FOUR STEEL LEGS THAT ARE ALTERNATELY
 EK1018'PAINTED RED AND WHITE.  THE TANK IS PAINTED IN RED AND WHITE
 EK1018'SQUARES.  THE TOP OF THE TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1019 ***********************************************************************
 EK1019  DESIGNATION -  MC ALESTER US NAD NE WATER TK
 EK1019  PID         -  EK1019
 EK1019  STATE/COUNTY-  OK/PITTSBURG
 EK1019  COUNTRY     -  US
 EK1019  USGS QUAD   -  MCALESTER SW (2018)
 EK1019
 EK1019                         *CURRENT SURVEY CONTROL
 EK1019  ______________________________________________________________________
 EK1019* NAD 83(1993) POSITION- 34 51 18.60782(N) 095 52 44.93020(W)   ADJUSTED
 EK1019  ______________________________________________________________________
 EK1019  GEOID HEIGHT    -        -29.663 (meters)                     GEOID18
 EK1019  LAPLACE CORR    -         -6.12  (seconds)                    DEFLEC18
 EK1019  HORZ ORDER      -  THIRD
 EK1019
 EK1019.The horizontal coordinates were established by classical geodetic methods
 EK1019.and adjusted by the National Geodetic Survey in November 1994.
 EK1019
 EK1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1019.GEOID18 height accuracy estimate available here.
 EK1019
 EK1019.Click photographs - Photos may exist for this station.
 EK1019
 EK1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1019
 EK1019. The following values were computed from the NAD 83(1993) position.
 EK1019
 EK1019;                    North         East     Units Scale Factor Converg.
 EK1019;SPC OK S     -   170,845.818   793,924.751   MT  0.99994709   +1 12 13.8
 EK1019;SPC OK S     -   560,516.65  2,604,734.79   sFT  0.99994709   +1 12 13.8
 EK1019;UTM  15      - 3,860,763.658   236,772.239   MT  1.00045407   -1 38 47.0
 EK1019
 EK1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3677260763(NAD 83)
 EK1019
 EK1019                          SUPERSEDED SURVEY CONTROL
 EK1019
 EK1019  NAD 83(1986)-  34 51 18.61104(N)    095 52 44.92636(W) AD(       ) 3
 EK1019  NAD 27      -  34 51 18.26800(N)    095 52 43.94600(W) AD(       ) 3
 EK1019
 EK1019.Superseded values are not recommended for survey control.
 EK1019
 EK1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1019.See file dsdata.pdf to determine how the superseded data were derived.
 EK1019
 EK1019_MARKER: 53 = ELEVATED TANK
 EK1019
 EK1019  HISTORY     - Date     Condition        Report By
 EK1019  HISTORY     - 1955     FIRST OBSERVED   CGS
 EK1019
 EK1019                          STATION DESCRIPTION
 EK1019
 EK1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1019'STATION IS THE NORTHEAST ONE OF FOUR WATER TANKS AT THE U.S.
 EK1019'NAVAL AMMUNITION DEPOT AT MC ALESTER.  IT IS ABOUT 80 FEET
 EK1019'IN HEIGHT AND IS SUPPORTED BY FOUR STEEL LEGS THAT ARE ALTERNATELY
 EK1019'PAINTED RED AND WHITE.  THE TANK IS PAINTED IN RED AND WHITE
 EK1019'SQUARES.  THE TOP OF TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1017 ***********************************************************************
 EK1017  DESIGNATION -  MC ALESTER US NAD SE WATER TK
 EK1017  PID         -  EK1017
 EK1017  STATE/COUNTY-  OK/PITTSBURG
 EK1017  COUNTRY     -  US
 EK1017  USGS QUAD   -  MCALESTER SW (2018)
 EK1017
 EK1017                         *CURRENT SURVEY CONTROL
 EK1017  ______________________________________________________________________
 EK1017* NAD 83(1993) POSITION- 34 49 51.31993(N) 095 54 15.24522(W)   ADJUSTED
 EK1017  ______________________________________________________________________
 EK1017  GEOID HEIGHT    -        -29.558 (meters)                     GEOID18
 EK1017  LAPLACE CORR    -         -6.61  (seconds)                    DEFLEC18
 EK1017  HORZ ORDER      -  THIRD
 EK1017
 EK1017.The horizontal coordinates were established by classical geodetic methods
 EK1017.and adjusted by the National Geodetic Survey in November 1994.
 EK1017
 EK1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1017.GEOID18 height accuracy estimate available here.
 EK1017
 EK1017.Click photographs - Photos may exist for this station.
 EK1017
 EK1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1017
 EK1017. The following values were computed from the NAD 83(1993) position.
 EK1017
 EK1017;                    North         East     Units Scale Factor Converg.
 EK1017;SPC OK S     -   168,108.764   791,686.993   MT  0.99994518   +1 11 22.5
 EK1017;SPC OK S     -   551,536.84  2,597,393.08   sFT  0.99994518   +1 11 22.5
 EK1017;UTM  15      - 3,858,139.893   234,399.946   MT  1.00046954   -1 39 35.1
 EK1017
 EK1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3439958139(NAD 83)
 EK1017
 EK1017                          SUPERSEDED SURVEY CONTROL
 EK1017
 EK1017  NAD 83(1986)-  34 49 51.32326(N)    095 54 15.24101(W) AD(       ) 3
 EK1017  NAD 27      -  34 49 50.97900(N)    095 54 14.25900(W) AD(       ) 3
 EK1017
 EK1017.Superseded values are not recommended for survey control.
 EK1017
 EK1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1017.See file dsdata.pdf to determine how the superseded data were derived.
 EK1017
 EK1017_MARKER: 53 = ELEVATED TANK
 EK1017
 EK1017  HISTORY     - Date     Condition        Report By
 EK1017  HISTORY     - 1955     FIRST OBSERVED   CGS
 EK1017
 EK1017                          STATION DESCRIPTION
 EK1017
 EK1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1017'STATION IS THE SOUTHEAST ONE OF FOUR WATER TANKS AT THE U.S.
 EK1017'NAVAL AMMUNITION DEPOT AT MC ALESTER.  IT IS ABOUT 100 FEET
 EK1017'IN HEIGHT AND IS SUPPORTED BY FOUR STEEL LEGS THAT ARE ALTERNATELY
 EK1017'PAINTED RED AND WHITE.  THE TANK IS PAINTED IN RED AND WHITE
 EK1017'SQUARES.  THE TOP OF THE TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1021 ***********************************************************************
 EK1021  DESIGNATION -  MC ALESTER US NAD SW WATER TK
 EK1021  PID         -  EK1021
 EK1021  STATE/COUNTY-  OK/PITTSBURG
 EK1021  COUNTRY     -  US
 EK1021  USGS QUAD   -  MCALESTER SW (2018)
 EK1021
 EK1021                         *CURRENT SURVEY CONTROL
 EK1021  ______________________________________________________________________
 EK1021* NAD 83(1993) POSITION- 34 49 53.05791(N) 095 55 36.88997(W)   ADJUSTED
 EK1021  ______________________________________________________________________
 EK1021  GEOID HEIGHT    -        -29.462 (meters)                     GEOID18
 EK1021  LAPLACE CORR    -         -6.76  (seconds)                    DEFLEC18
 EK1021  HORZ ORDER      -  THIRD
 EK1021
 EK1021.The horizontal coordinates were established by classical geodetic methods
 EK1021.and adjusted by the National Geodetic Survey in November 1994.
 EK1021
 EK1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1021.GEOID18 height accuracy estimate available here.
 EK1021
 EK1021.Click photographs - Photos may exist for this station.
 EK1021
 EK1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1021
 EK1021. The following values were computed from the NAD 83(1993) position.
 EK1021
 EK1021;                    North         East     Units Scale Factor Converg.
 EK1021;SPC OK S     -   168,119.473   789,611.866   MT  0.99994522   +1 10 36.2
 EK1021;SPC OK S     -   551,571.97  2,590,584.93   sFT  0.99994522   +1 10 36.2
 EK1021;UTM  15      - 3,858,253.805   232,326.816   MT  1.00048317   -1 40 21.9
 EK1021;UTM  14      - 3,858,654.083   781,045.361   MT  1.00057363   +1 45 23.0
 EK1021
 EK1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3232658253(NAD 83)
 EK1021
 EK1021                          SUPERSEDED SURVEY CONTROL
 EK1021
 EK1021  NAD 83(1986)-  34 49 53.06121(N)    095 55 36.88572(W) AD(       ) 3
 EK1021  NAD 27      -  34 49 52.71800(N)    095 55 35.90100(W) AD(       ) 3
 EK1021
 EK1021.Superseded values are not recommended for survey control.
 EK1021
 EK1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1021.See file dsdata.pdf to determine how the superseded data were derived.
 EK1021
 EK1021_MARKER: 51 = TANK
 EK1021
 EK1021  HISTORY     - Date     Condition        Report By
 EK1021  HISTORY     - 1955     FIRST OBSERVED   CGS
 EK1021
 EK1021                          STATION DESCRIPTION
 EK1021
 EK1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1021'STATION IS THE SOUTHWEST ONE OF FOUR WATER TANKS AT THE U.S.
 EK1021'NAVAL AMMUNITION DEPOT AT MC ALESTER.  IT IS ABOUT 80 FEET
 EK1021'IN HEIGHT AND IS SUPPORTED BY FOUR STEEL LEGS THAT ARE ALTERNATELY
 EK1021'PAINTED RED AND WHITE.  THE TANK IS PAINTED IN RED AND WHITE
 EK1021'SQUARES.  THE TOP OF THE TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0641 ***********************************************************************
 EM0641  DESIGNATION -  MC KENZIE
 EM0641  PID         -  EM0641
 EM0641  STATE/COUNTY-  OK/COMANCHE
 EM0641  COUNTRY     -  US
 EM0641  USGS QUAD   -  FORT SILL (2018)
 EM0641
 EM0641                         *CURRENT SURVEY CONTROL
 EM0641  ______________________________________________________________________
 EM0641* NAD 83(2011) POSITION- 34 39 13.83935(N) 098 29 05.25879(W)   ADJUSTED
 EM0641* NAD 83(2011) ELLIP HT-   423.554 (meters)        (06/27/12)   ADJUSTED
 EM0641* NAD 83(2011) EPOCH   -  2010.00
 EM0641* NAVD 88 ORTHO HEIGHT -   449.2   (meters)     1474.    (feet) VERTCON3
 EM0641  ______________________________________________________________________
 EM0641  GEOID HEIGHT    -        -25.658 (meters)                     GEOID18
 EM0641  NAD 83(2011) X  -   -775,020.689 (meters)                     COMP
 EM0641  NAD 83(2011) Y  - -5,195,215.788 (meters)                     COMP
 EM0641  NAD 83(2011) Z  -  3,606,584.639 (meters)                     COMP
 EM0641  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 EM0641
 EM0641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0641  Standards:
 EM0641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0641  -------------------------------------------------------------------
 EM0641  NETWORK    4.02   5.64           1.72   1.51   2.88     -0.29398532
 EM0641  -------------------------------------------------------------------
 EM0641  Click here for local accuracies and other accuracy information.
 EM0641
 EM0641.The horizontal coordinates were established by GPS observations
 EM0641.and adjusted by the National Geodetic Survey in June 2012.
 EM0641
 EM0641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0641.been affixed to the stable North American tectonic plate. See 
 EM0641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0641
 EM0641.The horizontal coordinates are valid at the epoch date displayed above
 EM0641.which is a decimal equivalence of Year/Month/Day.
 EM0641
 EM0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0641
 EM0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0641.GEOID18 height accuracy estimate available here.
 EM0641
 EM0641.Click photographs - Photos may exist for this station.
 EM0641
 EM0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0641
 EM0641.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0641
 EM0641.The ellipsoidal height was determined by GPS observations
 EM0641.and is referenced to NAD 83.
 EM0641
 EM0641. The following values were computed from the NAD 83(2011) position.
 EM0641
 EM0641;                    North         East     Units Scale Factor Converg.
 EM0641;SPC OK S     -   146,582.358   555,561.453   MT  0.99993668   -0 16 30.6
 EM0641;SPC OK S     -   480,912.29  1,822,704.53   sFT  0.99993668   -0 16 30.6
 EM0641;UTM  14      - 3,834,777.501   547,210.743   MT  0.99962747   +0 17 34.7
 EM0641
 EM0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0641!SPC OK S     -   0.99993352  x   0.99993668  =   0.99987020
 EM0641!UTM  14      -   0.99993352  x   0.99962747  =   0.99956101
 EM0641
 EM0641:                Primary Azimuth Mark                     Grid Az
 EM0641:SPC OK S     -  F P 175                                  267 43 41.8
 EM0641:UTM  14      -  F P 175                                  267 09 36.5
 EM0641
 EM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4721034777(NAD 83)
 EM0641
 EM0641|---------------------------------------------------------------------|
 EM0641| PID    Reference Object                     Distance      Geod. Az  |
 EM0641|                                                           dddmmss.s |
 EM0641| EM0808 F P 175                             APPROX. 2.3 KM 2672711.2 |
 EM0641|---------------------------------------------------------------------|
 EM0641
 EM0641                          SUPERSEDED SURVEY CONTROL
 EM0641
 EM0641  NAD 83(2007)-  34 39 13.83917(N)    098 29 05.25929(W) AD(2002.00) 0
 EM0641  ELLIP H (02/10/07)  423.578  (m)                       GP(2002.00)    
 EM0641  ELLIP H (06/19/02)  423.594  (m)                       GP(       ) 5 1
 EM0641  NAD 83(1993)-  34 39 13.84091(N)    098 29 05.25998(W) AD(       ) 1
 EM0641  ELLIP H (11/28/94)  423.626  (m)                       GP(       ) 5 1
 EM0641  NAD 83(1986)-  34 39 13.84660(N)    098 29 05.24423(W) AD(       ) 1
 EM0641  NAD 83(1986)-  34 39 13.84636(N)    098 29 05.24910(W) AD(       ) 3
 EM0641  NAD 27      -  34 39 13.58900(N)    098 29 04.03800(W) AD(       ) 3
 EM0641  NGVD 29 (12/08/88)  449.1    (m)  RAPSU86  model used  GPS OBS        
 EM0641
 EM0641.Superseded values are not recommended for survey control.
 EM0641
 EM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0641.See file dsdata.pdf to determine how the superseded data were derived.
 EM0641
 EM0641_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0641_STAMPING: MCKENZIE 1945 1980
 EM0641_MARK LOGO: NGS
 EM0641_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0641+STABILITY: SURFACE MOTION
 EM0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0641+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM0641
 EM0641  HISTORY     - Date     Condition        Report By
 EM0641  HISTORY     - 1945     MONUMENTED       USA
 EM0641  HISTORY     - 1988     GOOD             NGS
 EM0641
 EM0641                          STATION DESCRIPTION
 EM0641
 EM0641'DESCRIBED BY US ARMY 1945
 EM0641'ON NORTHERN PORTION OF HIGHEST PART OF MC KENZIE HILL LYING BETWEEN
 EM0641'SIGNAL MT. AND S. BOUNDARY ROAD.  MARKED BY CENTER OF SMALL SHELL CASE
 EM0641'CEMENTED WITHIN A 1-1/2-INCH PIPE WHICH IN TURN IS HELD IN A MASS OF
 EM0641'CONCRETE.
 EM0641
 EM0641                          STATION RECOVERY (1988)
 EM0641
 EM0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0641'THE STATION WAS RECOVERED AT THIS DATE.  THE ARMY RESET STATION MARK
 EM0641'IN SAME LOCATION IN 1980 AND ALSO ESTABLISHED RM 1 AND 2 AND AZIMUTH
 EM0641'MARK.
 EM0641'
 EM0641'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF LAWTON, 1.6
 EM0641'KM (1.0 MI) NORTH OF SOUTH BOUNDARY OF POST AND ON A HILL KNOWN AS
 EM0641'MCKENZIE HILL.  OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE
 EM0641'E. LEIGH, NOAA LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT
 EM0641'SILL, OK 73503-5600, PHONE 405-351-4300.
 EM0641'
 EM0641'TO REACH THE STATION FROM THE INTERSECTION OF MCKENZIE HILL ROAD AND
 EM0641'52ND STREET, 0.4 KM (0.25 MI) SOUTH OF MOWAY HOUSE, GO WESTERLY ON
 EM0641'MCKENZIE HILL ROAD FOR 3.4 KM (2.1 MI) TO A CROSSROAD.  TURN RIGHT AND
 EM0641'GO NORTH ON DIRT ROAD FOR 0.6 KM (0.4 MI) TO A FORK.  TAKE RIGHT FORK
 EM0641'AND GO 0.2 KM (0.1 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST UP
 EM0641'STEEP AND ROCKY ROAD FOR 0.4 KM (0.25 MI) TO A FORK.  TAKE RIGHT FORK
 EM0641'AND CONTINUE UPHILL FOR 0.4 KM (0.25 MI) TO TOP OF HILL AND THE
 EM0641'STATION ON THE LEFT.
 EM0641'
 EM0641'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED
 EM0641'---MCKENZIE 1945 1980---, SET IN THE TOP OF A SQUARE CONCRETE
 EM0641'MONUMENT.  LOCATED 14.7 METERS (48.1 FT) SOUTH-SOUTHEAST FROM RM 2 AND
 EM0641'6.6 METERS (21.6 FT) WEST-SOUTHWEST FROM RM 1.
 EM0641'
 EM0641'GPS SURVEY, FORT SILL, OKLAHOMA.  THIS STATION IS SUITABLE FOR GPS
 EM0641'SURVEYS.  DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0894 ***********************************************************************
 FJ0894  DESIGNATION -  MC LOUD
 FJ0894  PID         -  FJ0894
 FJ0894  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0894  COUNTRY     -  US
 FJ0894  USGS QUAD   -  MCLOUD (2018)
 FJ0894
 FJ0894                         *CURRENT SURVEY CONTROL
 FJ0894  ______________________________________________________________________
 FJ0894* NAD 83(1993) POSITION- 35 26 30.68345(N) 097 01 29.50146(W)   ADJUSTED
 FJ0894* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 FJ0894  ______________________________________________________________________
 FJ0894  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 FJ0894  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 FJ0894  HORZ ORDER      -  FIRST
 FJ0894
 FJ0894.The horizontal coordinates were established by classical geodetic methods
 FJ0894.and adjusted by the National Geodetic Survey in November 1994.
 FJ0894
 FJ0894.The orthometric height was scaled from a topographic map.
 FJ0894
 FJ0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0894.GEOID18 height accuracy estimate available here.
 FJ0894
 FJ0894.Click photographs - Photos may exist for this station.
 FJ0894
 FJ0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0894
 FJ0894. The following values were computed from the NAD 83(1993) position.
 FJ0894
 FJ0894;                    North         East     Units Scale Factor Converg.
 FJ0894;SPC OK S     -   234,324.490   688,540.293   MT  1.00004787   +0 33 12.6
 FJ0894;SPC OK S     -   768,779.60  2,258,985.94   sFT  1.00004787   +0 33 12.6
 FJ0894;UTM  14      - 3,923,837.294   679,272.155   MT  0.99999607   +1 08 44.3
 FJ0894
 FJ0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0894!SPC OK S     -   0.99994807  x   1.00004787  =   0.99999594
 FJ0894!UTM  14      -   0.99994807  x   0.99999607  =   0.99994414
 FJ0894
 FJ0894:                Primary Azimuth Mark                     Grid Az
 FJ0894:SPC OK S     -  MCLOUD AZ MK                             144 50 09.7
 FJ0894:UTM  14      -  MCLOUD AZ MK                             144 14 38.0
 FJ0894
 FJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7927223837(NAD 83)
 FJ0894
 FJ0894|---------------------------------------------------------------------|
 FJ0894| PID    Reference Object                     Distance      Geod. Az  |
 FJ0894|                                                           dddmmss.s |
 FJ0894| FJ1234 SHAWNEE RADIO STA KGFF MAST         APPROX.17.0 KM 1344800.5 |
 FJ0894| FJ1232 SHAWNEE NATURAL GAS MAST            APPROX.17.8 KM 1375926.3 |
 FJ0894| FJ1239 ST GREGORY COLLEGE FLAGSTAFF        APPROX.10.4 KM 1420715.8 |
 FJ0894| CL4860 MCLOUD AZ MK                                       1452322.3 |
 FJ0894| CL4861 MCLOUD RM 1                          26.050 METERS 17953     |
 FJ0894| CL4862 MCLOUD RM 2                          19.483 METERS 26851     |
 FJ0894|---------------------------------------------------------------------|
 FJ0894
 FJ0894                          SUPERSEDED SURVEY CONTROL
 FJ0894
 FJ0894  NAD 83(1986)-  35 26 30.68936(N)    097 01 29.48317(W) AD(       ) 1
 FJ0894  NAD 27      -  35 26 30.44785(N)    097 01 28.38812(W) AD(       ) 1
 FJ0894
 FJ0894.Superseded values are not recommended for survey control.
 FJ0894
 FJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0894.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0894
 FJ0894_MARKER: DS = TRIANGULATION STATION DISK
 FJ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0894_STAMPING: MC LOUD 1955
 FJ0894_MARK LOGO: CGS
 FJ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0894+STABILITY: SURFACE MOTION
 FJ0894
 FJ0894  HISTORY     - Date     Condition        Report By
 FJ0894  HISTORY     - 1955     MONUMENTED       CGS
 FJ0894  HISTORY     - 1968     GOOD             OKDH
 FJ0894
 FJ0894                          STATION DESCRIPTION
 FJ0894
 FJ0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0894'THE STATION IS LOCATED ABOUT 3.7 MILES EAST OF MC LOUD,
 FJ0894'4 MILES NORTH OF DALE, AND AT THE SUMMIT OF A SPARSELY TIMBERED
 FJ0894'RISE.  IT IS NEAR THE CENTER OF SEC. 7, T11N, R3E.
 FJ0894'
 FJ0894'REACHED FROM THE POST OFFICE IN MC LOUD BY GOING SOUTHEASTERLY
 FJ0894'ON U.S. HIGHWAY 270 FOR 4.1 MILES TO A RAILROAD CROSSING
 FJ0894'IN THE VILLAGE OF DALE, CONTINUE STRAIGHT AHEAD, EASTERLY,
 FJ0894'ON HIGHWAY 270 FOR 1.0 MILE TO A FORK, TAKE THE LEFT ROAD,
 FJ0894'EASTERLY, AND GO 0.4 MILE TO A CROSSROAD, TURN LEFT, NORTH,
 FJ0894'AND GO 2.95 MILES TO A CROSSROAD AND THE AZIMUTH MARK, TURN
 FJ0894'LEFT, WEST, AND GO 0.5 MILE TO A LANE ON THE RIGHT, TURN
 FJ0894'RIGHT, NORTH, AND GO 0.4 MILE TO AN OPENING IN A FENCE ON
 FJ0894'THE RIGHT, TURN RIGHT THROUGH THE FENCE OPENING AND FOLLOW
 FJ0894'A TRACK ROAD NORTHEASTERLY FOR 0.2 MILE TO THE STATION.
 FJ0894'
 FJ0894'THE STATION MARK IS 3 FEET WEST OF A WITNESS POST, 6 INCHES
 FJ0894'SOUTH OF A FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 FJ0894'MC LOUD 1955.
 FJ0894'
 FJ0894'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS
 FJ0894'STAMPED MC LOUD NO 1 1955.
 FJ0894'
 FJ0894'REFERENCE MARK NO. 2 IS 2 FEET SOUTH OF THE FENCE, PROJECTS
 FJ0894'7 INCHES, AND THE DISK IS STAMPED MC LOUD NO 2 1955.
 FJ0894'
 FJ0894'THE AZIMUTH MARK IS 150 FEET WEST OF THE ABOVE MENTIONED
 FJ0894'CROSSROAD, 35 FEET NORTH OF THE APPROXIMATE CENTER OF A
 FJ0894'GRADED ROAD, 2 FEET EAST OF A WITNESS POST, 2 FEET SOUTH
 FJ0894'OF A FENCE, 1 FOOT NORTHWEST OF A TELEPHONE POLE, AND PROJECTS
 FJ0894'4 INCHES.  THE DISK IS STAMPED MC LOUD 1955.
 FJ0894'
 FJ0894'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0894
 FJ0894                          STATION RECOVERY (1968)
 FJ0894
 FJ0894'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0894'MC LOUD 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0894'
 FJ0894'MC LOUD NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0894'
 FJ0894'MC LOUD NO. 2 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0894'
 FJ0894'MC LOUD 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0894'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0895 ***********************************************************************
 FJ0895  DESIGNATION -  MC LOUD MUNICIPAL TANK
 FJ0895  PID         -  FJ0895
 FJ0895  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0895  COUNTRY     -  US
 FJ0895  USGS QUAD   -  MCLOUD (2018)
 FJ0895
 FJ0895                         *CURRENT SURVEY CONTROL
 FJ0895  ______________________________________________________________________
 FJ0895* NAD 83(1993) POSITION- 35 26 13.16448(N) 097 05 28.11294(W)   ADJUSTED
 FJ0895  ______________________________________________________________________
 FJ0895  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 FJ0895  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 FJ0895  HORZ ORDER      -  THIRD
 FJ0895
 FJ0895.The horizontal coordinates were established by classical geodetic methods
 FJ0895.and adjusted by the National Geodetic Survey in November 1994.
 FJ0895
 FJ0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0895.GEOID18 height accuracy estimate available here.
 FJ0895
 FJ0895.Click photographs - Photos may exist for this station.
 FJ0895
 FJ0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0895
 FJ0895. The following values were computed from the NAD 83(1993) position.
 FJ0895
 FJ0895;                    North         East     Units Scale Factor Converg.
 FJ0895;SPC OK S     -   233,728.406   682,527.166   MT  1.00004660   +0 30 57.2
 FJ0895;SPC OK S     -   766,823.95  2,239,257.88   sFT  1.00004660   +0 30 57.2
 FJ0895;UTM  14      - 3,923,179.192   673,265.890   MT  0.99996997   +1 06 25.4
 FJ0895
 FJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7326523179(NAD 83)
 FJ0895
 FJ0895                          SUPERSEDED SURVEY CONTROL
 FJ0895
 FJ0895  NAD 83(1986)-  35 26 13.17067(N)    097 05 28.09467(W) AD(       ) 3
 FJ0895  NAD 27      -  35 26 12.93183(N)    097 05 26.99549(W) AD(       ) 3
 FJ0895
 FJ0895.Superseded values are not recommended for survey control.
 FJ0895
 FJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0895.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0895
 FJ0895_MARKER: 53 = ELEVATED TANK
 FJ0895
 FJ0895  HISTORY     - Date     Condition        Report By
 FJ0895  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0895
 FJ0895                          STATION DESCRIPTION
 FJ0895
 FJ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0895'THE STATION IS THE BALL ATOP THE METAL TANK IN THE NORTHEAST
 FJ0895'PART OF MC LOUD.  THE TANK IS ELEVATED BY A FOUR LEGGED
 FJ0895'SKELETON FRAMEWORK AND IS APPROXIMATELY 120 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE7170 ***********************************************************************
 DE7170  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7170  DESIGNATION -  MCALESTER CORS ARP
 DE7170  CORS_ID     -  OKMA
 DE7170  PID         -  DE7170
 DE7170  STATE/COUNTY-  OK/PITTSBURG
 DE7170  COUNTRY     -  US
 DE7170  USGS QUAD   -  KREBS (2018)
 DE7170
 DE7170                         *CURRENT SURVEY CONTROL
 DE7170  ______________________________________________________________________
 DE7170* NAD 83(2011) POSITION- 34 55 40.83424(N) 095 44 14.05642(W)   ADJUSTED
 DE7170* NAD 83(2011) ELLIP HT-   202.003 (meters)        (04/??/25)   ADJUSTED
 DE7170* NAD 83(2011) EPOCH   -  2010.00
 DE7170  ______________________________________________________________________
 DE7170  GEOID HEIGHT    -        -30.126 (meters)                     GEOID18
 DE7170  NAD 83(2011) X  -   -523,341.231 (meters)                     COMP
 DE7170  NAD 83(2011) Y  - -5,208,945.321 (meters)                     COMP
 DE7170  NAD 83(2011) Z  -  3,631,437.434 (meters)                     COMP
 DE7170
 DE7170  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7170  Standards:
 DE7170         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7170            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7170  -------------------------------------------------------------------
 DE7170  NETWORK    0.18   0.27           0.09   0.03   0.14     -0.37715000
 DE7170  -------------------------------------------------------------------
 DE7170
 DE7170.The coordinates were established by GPS observations
 DE7170.and adjusted by the National Geodetic Survey in April 2025.
 DE7170
 DE7170.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7170.been affixed to the stable North American Tectonic Plate. 
 DE7170
 DE7170.The coordinates are valid at the epoch date displayed above
 DE7170.which is a decimal equivalence of Year/Month/Day.
 DE7170
 DE7170.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE7170.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE7170.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE7170.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE7170.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE7170.published epoch of 2010.00.
 DE7170
 DE7170.Additional information on MYCS is available at:
 DE7170.https://geodesy.noaa.gov/CORS/index.shtml
 DE7170
 DE7170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7170.GEOID18 height accuracy estimate available here.
 DE7170
 DE7170.The PID for the CORS L1 Phase Center is DE7171.
 DE7170
 DE7170.Click photographs - Photos may exist for this station.
 DE7170
 DE7170.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7170
 DE7170.The ellipsoidal height was determined by GPS observations
 DE7170.and is referenced to NAD 83.
 DE7170
 DE7170. The following values were computed from the NAD 83(2011) position.
 DE7170
 DE7170;                    North         East     Units Scale Factor Converg.
 DE7170;SPC OK S     -   179,205.980   806,717.315   MT  0.99995389   +1 17 03.8
 DE7170;SPC OK S     -   587,944.95  2,646,705.06   sFT  0.99995389   +1 17 03.8
 DE7170;UTM  15      - 3,868,480.670   249,970.928   MT  1.00037055   -1 34 04.8
 DE7170
 DE7170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7170!SPC OK S     -   0.99996829  x   0.99995389  =   0.99992218
 DE7170!UTM  15      -   0.99996829  x   1.00037055  =   1.00033883
 DE7170
 DE7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4997068480(NAD 83)
 DE7170
 DE7170                          SUPERSEDED SURVEY CONTROL
 DE7170
 DE7170  NAD 83(2011)-  34 55 40.83437(N)    095 44 14.05649(W) AD(2010.00) c
 DE7170  ELLIP H (06/??/19)  202.001  (m)                       GP(2010.00) c c
 DE7170  NAD 83(2011)-  34 55 40.83441(N)    095 44 14.05644(W) AD(2010.00) c
 DE7170  ELLIP H (08/??/11)  201.995  (m)                       GP(2010.00) c c
 DE7170  NAD 83(CORS)-  34 55 40.83398(N)    095 44 14.05677(W) AD(2002.00) c
 DE7170  ELLIP H (09/??/06)  201.995  (m)                       GP(2002.00) c c
 DE7170  NAD 83(CORS)-  34 55 40.83562(N)    095 44 14.05898(W) AD(2002.00) c
 DE7170  ELLIP H (09/??/02)  202.004  (m)                       GP(2002.00) c c
 DE7170
 DE7170.Superseded values are not recommended for survey control.
 DE7170
 DE7170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7170.See file dsdata.pdf to determine how the superseded data were derived.
 DE7170
 DE7170_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7170
 DE7170                          STATION DESCRIPTION
 DE7170
 DE7170'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE7170'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE7170'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE7170'AND LOG FILES ACCESSIBLE AT:
 DE7170'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1047 ***********************************************************************
 FH1047  DESIGNATION -  MCBRIDE
 FH1047  PID         -  FH1047
 FH1047  STATE/COUNTY-  OK/CHEROKEE
 FH1047  COUNTRY     -  US
 FH1047  USGS QUAD   -  HULBERT (2019)
 FH1047
 FH1047                         *CURRENT SURVEY CONTROL
 FH1047  ______________________________________________________________________
 FH1047* NAD 83(1993) POSITION- 35 53 44.33607(N) 095 13 20.54284(W)   ADJUSTED
 FH1047* NAVD 88 ORTHO HEIGHT -   150.    (meters)      492.    (feet) SCALED
 FH1047  ______________________________________________________________________
 FH1047  GEOID HEIGHT    -        -29.268 (meters)                     GEOID18
 FH1047  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 FH1047  HORZ ORDER      -  FIRST
 FH1047
 FH1047.The horizontal coordinates were established by classical geodetic methods
 FH1047.and adjusted by the National Geodetic Survey in November 1994.
 FH1047
 FH1047.The orthometric height was scaled from a topographic map.
 FH1047
 FH1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1047.GEOID18 height accuracy estimate available here.
 FH1047
 FH1047.Click photographs - Photos may exist for this station.
 FH1047
 FH1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1047
 FH1047. The following values were computed from the NAD 83(1993) position.
 FH1047
 FH1047;                    North         East     Units Scale Factor Converg.
 FH1047;SPC OK N     -   102,961.351   850,725.521   MT  0.99995660   +1 38 21.2
 FH1047;SPC OK N     -   337,799.03  2,791,088.65   sFT  0.99995660   +1 38 21.2
 FH1047;UTM  15      - 3,974,655.883   299,423.409   MT  1.00009575   -1 18 12.4
 FH1047
 FH1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1047!SPC OK N     -   0.99998103  x   0.99995660  =   0.99993763
 FH1047!UTM  15      -   0.99998103  x   1.00009575  =   1.00007678
 FH1047
 FH1047:                Primary Azimuth Mark                     Grid Az
 FH1047:SPC OK N     -  GRAND                                    155 06 21.2
 FH1047:UTM  15      -  GRAND                                    158 02 54.8
 FH1047
 FH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9942374655(NAD 83)
 FH1047
 FH1047|---------------------------------------------------------------------|
 FH1047| PID    Reference Object                     Distance      Geod. Az  |
 FH1047|                                                           dddmmss.s |
 FH1047| CI2475 MCBRIDE RM 2                         32.338 METERS 02205     |
 FH1047| FH1044 GRAND                               APPROX. 6.0 KM 1564442.4 |
 FH1047| CI2473 MCBRIDE AZ MK                                      2871255.9 |
 FH1047| CI2474 MCBRIDE RM 1                         40.078 METERS 32505     |
 FH1047|---------------------------------------------------------------------|
 FH1047
 FH1047                          SUPERSEDED SURVEY CONTROL
 FH1047
 FH1047  NAD 83(1986)-  35 53 44.35667(N)    095 13 20.52461(W) AD(       ) 1
 FH1047  NAD 27      -  35 53 44.00100(N)    095 13 19.67100(W) AD(       ) 1
 FH1047
 FH1047.Superseded values are not recommended for survey control.
 FH1047
 FH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1047.See file dsdata.pdf to determine how the superseded data were derived.
 FH1047
 FH1047_MARKER: DS = TRIANGULATION STATION DISK
 FH1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1047_STAMPING: MC BRIDE 1940
 FH1047_MARK LOGO: CGS
 FH1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1047+STABILITY: SURFACE MOTION
 FH1047
 FH1047  HISTORY     - Date     Condition        Report By
 FH1047  HISTORY     - 1940     MONUMENTED       CGS
 FH1047  HISTORY     - 1960     GOOD             CGS
 FH1047
 FH1047                          STATION DESCRIPTION
 FH1047
 FH1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1047'STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED RIDGE
 FH1047'ABOUT 10 MILES SE OF WAGONER, AND 7 MILES NNE OF FORT GIBSON.
 FH1047'THE PROPERTY IS OCCUPIED BY JOHN DAVIS, WHO LIVES
 FH1047'IN A LOG HOUSE 124 FEET W OF THE STATION.
 FH1047'
 FH1047'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1047'DISKS SET IN CONCRETE.
 FH1047'
 FH1047'THE STATION MARK IS STAMPED MC BRIDE 1940, AND PROJECTS
 FH1047'4 INCHES.  IT IS 60 FEET E OF A GATE IN A POLE FENCE, 7.6
 FH1047'FEET W OF A WHITE REFERENCE POST, 12 FEET NE OF A 4-INCH
 FH1047'HICKORY TREE AND 124 FEET E OF A LOG HOUSE.
 FH1047'
 FH1047'REFERENCE MARK NO.1 IS STAMPED MC BRIDE NO.1, 1940, AND PROJECTS
 FH1047'4 INCHES.  IT IS 5 FEET N OF A LOG HOUSE AND ON SAME LEVEL
 FH1047'AS THE STATION.  REFERENCE MARK NO.2 IS STAMPED MC BRIDE
 FH1047'NO.2, 1940, AND PROJECTS 4 INCHES.  IT IS 1 FOOT E OF A POLE
 FH1047'FENCE AND ON SAME LEVEL AS THE STATION.
 FH1047'
 FH1047'THE AZIMUTH MARK IS STAMPED MC BRIDE 1940, AND PROJECTS 4
 FH1047'INCHES.  IT IS 11 FEET S OF THE CENTER OF A DIRT ROAD, 3
 FH1047'FEET N OF A WHITE REFERENCE POST, 7 FEET E OF THE E RAIL
 FH1047'OF THE RAILROAD, AND 42 FEET W OF A STEEL WIRE GATE.
 FH1047'
 FH1047'TO REACH STATION FROM THE COURT HOUSE IN WAGONER, GO E ON
 FH1047'STATE HIGHWAY 51 FOR 6.55 MILES TO THE NEOSHO RIVER BRIDGE,
 FH1047'CONTINUE E ON STATE HIGHWAY 51 FOR 1.5 MILES TO A GRADED
 FH1047'CROSS ROAD, TURN RIGHT (S), AND GO 2 MILES TO A DIRT ROAD
 FH1047'LEFT (E), TURN LEFT AND FOLLOW MAIN DIRT ROAD 0.55 MILE
 FH1047'TO SPRING CREEK, FORD CREEK AND CONTINUE 0.2 MILE TO A WIRE
 FH1047'GATE, PASS THROUGH GATE FOLLOW MAIN DIRT ROAD 0.15 MILE
 FH1047'TO RAILROAD TRACKS (AZIMUTH MARK IS ON THE RIGHT SIDE OF
 FH1047'THE ROAD).  CONTINUE 15 YARDS TO A GATE, PASS THROUGH GATE
 FH1047'AND FOLLOW TRACK ROAD LEFT AROUND NW CORNER OF BARNYARD
 FH1047'AND FOLLOW A DIM WOODS ROAD E, AND NE, 0.85 MILE TO A
 FH1047'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT, TURN SHARP RIGHT
 FH1047'AND FOLLOW DIM WOODS ROAD S 0.3 MILE TO A FORK, AT A
 FH1047'TRIANGULAR-BLAZED OAK TREE, TAKE LEFT FORK AND FOLLOW
 FH1047'DIM ROAD E 0.4 MILE TO TOP OF RIDGE AND STATION NEAR LOG
 FH1047'HOUSE.
 FH1047'
 FH1047'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1047
 FH1047                          STATION RECOVERY (1960)
 FH1047
 FH1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1047'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 FH1047'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AS
 FH1047'IT IS UNDER THE BACKWATERS OF THE FORT GIBSON DAM.  NO OBJECTS
 FH1047'ARE VISIBLE FROM THE GROUND AT THIS STATION.
 FH1047'
 FH1047'THE STATION MARK WAS RECOVERED NEAR THE SOUTHEAST EDGE OF
 FH1047'A SMALL CLEARING, ABOUT 40 YARDS NORTHEAST OF THE SOUTHEAST
 FH1047'EDGE OF THE CLEARING AND ABOUT 60 FEET EAST OF A TRACK ROAD.
 FH1047'R.M. NO. 1 IS IN CLEARING TO NORTHWEST OF TRACK ROAD AND
 FH1047'R.M. NO. 2 IS ABOUT 18 FEET SOUTHEAST OF THE TRACK ROAD.
 FH1047'
 FH1047'TO REACH THE STATION FROM HULBERT, FROM THE POST OFFICE,
 FH1047'GO WEST ON STATE HIGHWAY 51 FOR 0.1 MILE, TURN LEFT AND GO
 FH1047'SOUTH PAST THE SCHOOL FOR 0.2 MILE TO A T-INTERSECTION, TURN
 FH1047'RIGHT AND GO WEST FOR 0.6 MILE TO A T-INTERSECTION, TURN
 FH1047'LEFT AND GO SOUTH FOR 3.1 MILES TO CROSSROADS AT A ROCK SCHOOL
 FH1047'HOUSE ON RIGHT, TURN RIGHT AND FOLLOW MAIN RIGHT-HAND ROAD
 FH1047'WESTERLY FOR 3.45 MILES TO FORKS, ATKE RIGHT FORK FOR 0.05
 FH1047'TO ANOTHER FORK, TAKE RIGHT FORK FOR 0.65 MILE TO A TRACK ROAD
 FH1047'ON RIGHT AT CURVE TO LEFT (THIS IS 0.3 MILE BEFORE REACHING
 FH1047'A T-INTERSECTION), TURN RIGHT THEN BEAR RIGHT ON ON TRACK
 FH1047'ROAD FOR 0.1 MILE TO NORTHEAST EDGE OF CLEARING, CONTINUE
 FH1047'NORTHEAST ON OLD WOODS ROAD FOR ABOUT 0.3 MILE TO A SMALL
 FH1047'CLEARING NEAR TOP OF RIDGE AND STATION ON RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0861 ***********************************************************************
 EL0861  DESIGNATION -  MCCARTY
 EL0861  PID         -  EL0861
 EL0861  STATE/COUNTY-  OK/GARVIN
 EL0861  COUNTRY     -  US
 EL0861  USGS QUAD   -  ELMORE CITY NE (2018)
 EL0861
 EL0861                         *CURRENT SURVEY CONTROL
 EL0861  ______________________________________________________________________
 EL0861* NAD 83(1993) POSITION- 34 40 52.26983(N) 097 20 35.17585(W)   ADJUSTED
 EL0861* NAVD 88 ORTHO HEIGHT -   334.    (meters)     1096.    (feet) SCALED
 EL0861  ______________________________________________________________________
 EL0861  GEOID HEIGHT    -        -25.407 (meters)                     GEOID18
 EL0861  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 EL0861  HORZ ORDER      -  THIRD
 EL0861
 EL0861.The horizontal coordinates were established by classical geodetic methods
 EL0861.and adjusted by the National Geodetic Survey in November 1994.
 EL0861
 EL0861.The orthometric height was scaled from a topographic map.
 EL0861
 EL0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0861.GEOID18 height accuracy estimate available here.
 EL0861
 EL0861.Click photographs - Photos may exist for this station.
 EL0861
 EL0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0861
 EL0861. The following values were computed from the NAD 83(1993) position.
 EL0861
 EL0861;                    North         East     Units Scale Factor Converg.
 EL0861;SPC OK S     -   149,704.466   660,194.261   MT  0.99993737   +0 22 22.3
 EL0861;SPC OK S     -   491,155.40  2,165,987.34   sFT  0.99993737   +0 22 22.3
 EL0861;UTM  14      - 3,838,937.750   651,786.068   MT  0.99988397   +0 56 34.7
 EL0861
 EL0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0861!SPC OK S     -   0.99995155  x   0.99993737  =   0.99988892
 EL0861!UTM  14      -   0.99995155  x   0.99988397  =   0.99983552
 EL0861
 EL0861:                Primary Azimuth Mark                     Grid Az
 EL0861:SPC OK S     -  MCCARTY AZ MK                            213 34 07.8
 EL0861:UTM  14      -  MCCARTY AZ MK                            212 59 55.4
 EL0861
 EL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5178638937(NAD 83)
 EL0861
 EL0861|---------------------------------------------------------------------|
 EL0861| PID    Reference Object                     Distance      Geod. Az  |
 EL0861|                                                           dddmmss.s |
 EL0861| EL0878 SERVICE PLINE RAD KKE 768 MAST      APPROX.11.1 KM 0444629.2 |
 EL0861| EL0854 PAULS VALLEY STA KVLH MAST          APPROX.12.0 KM 0545632.8 |
 EL0861| CY1608 MCCARTY RM 1                         14.220 METERS 18227     |
 EL0861| CY1607 MCCARTY AZ MK                                      2135630.1 |
 EL0861| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.14.4 KM 2665325.1 |
 EL0861| CY1609 MCCARTY RM 2                         12.864 METERS 26706     |
 EL0861|---------------------------------------------------------------------|
 EL0861
 EL0861                          SUPERSEDED SURVEY CONTROL
 EL0861
 EL0861  NAD 83(1986)-  34 40 52.27446(N)    097 20 35.16349(W) AD(       ) 3
 EL0861  NAD 27      -  34 40 51.97970(N)    097 20 34.07000(W) AD(       ) 3
 EL0861
 EL0861.Superseded values are not recommended for survey control.
 EL0861
 EL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0861.See file dsdata.pdf to determine how the superseded data were derived.
 EL0861
 EL0861_MARKER: DS = TRIANGULATION STATION DISK
 EL0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0861_STAMPING: MC CARTY 1954
 EL0861_MARK LOGO: CGS
 EL0861_PROJECTION: FLUSH
 EL0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0861+STABILITY: SURFACE MOTION
 EL0861
 EL0861  HISTORY     - Date     Condition        Report By
 EL0861  HISTORY     - 1954     MONUMENTED       CGS
 EL0861
 EL0861                          STATION DESCRIPTION
 EL0861
 EL0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0861'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PAULS VALLEY AND
 EL0861'5 MILES NORTH NORTHEAST OF ELMORE CITY, AND IN SECTION 30, T 3 N,
 EL0861'R 1 W, 36 FT EAST OF A GATE AND ROAD INTO FIELD, 18 FT NORTH OF AN
 EL0861'EAST AND WEST GRAVELED ROAD, AND 4-1/2 FT NORTHEAST OF A 4 BY 4
 EL0861'WITNESS POST, AND 4 FT NORTH OF A EAST-WEST FENCELINE.  IT IS
 EL0861'STAMPED MC CARTY 1954 AND IT IS SET FLUSH.
 EL0861'
 EL0861'REFERENCE MARK NO. 1 IS 27 FT SOUTH OF AN EAST-WEST GRAVELED ROAD,
 EL0861'21 FT EAST OF A GATE, AND 1 FT NORTH OF AN EAST-WEST FENCELINE.  IT
 EL0861'IS STAMPED MC CARTY NO 1 1954 AND IT IS SET FLUSH.
 EL0861'
 EL0861'REFERENCE MARK NO. 2 IS 26 FT NORTH OF AN EAST-WEST GRAVELED ROAD,
 EL0861'AND 1-1/2 FT NORTH OF AN EAST-WEST FENCELINE, AND 1-1/2 FT NORTHEAST
 EL0861'OF A POWERLINE POLE.  IT IS STAMPED MC CARTY NO 2 1954 AND IT IS
 EL0861'SET FLUSH.
 EL0861'
 EL0861'AZIMUTH MARK IS 35 FT EAST OF A NORTH-SOUTH GRAVELED ROAD, 16 FT
 EL0861'EAST OF A 4 IN BY 4 IN WITNESS POST, AND 15 FT EAST OF A NORTH-SOUTH
 EL0861'FENCELINE, AND 1 FT NORTHWEST OF A POWERLINE POLE NO. 21276.  IT
 EL0861'IS STAMPED MC CARTY 1954 AND IT IS SET FLUSH.
 EL0861'
 EL0861'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY NO. 77 AND STATE ROUTE
 EL0861'NO. 29 ONE BLOCK SOUTH OF THE POS OFFICE IN WYNNEWOOD, GO WEST AND
 EL0861'NORTHWEST ON U.S. HIGHWAY NO. 77 FOR 2.0 MILES TO THE JUNCTION OF
 EL0861'STATE ROUTE NO 29, TURN LEFT ON STATE ROUTE NO 29 AND GO WEST FOR
 EL0861'8.6 MILES TO A CROSS ROADS AND SERVICE STATION ON THE RIGHT, TURN
 EL0861'RIGHT THEN JOG LEFT TO A ROAD LEADING NORTH PAST THE WEST SIDE
 EL0861'OF THE SERVICE STATION, GO NORTH ON THIS ROAD FOR 1.2 MILES TO
 EL0861'THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED, CONTINUE NORTH
 EL0861'FOR 0.8 MILE TO A CROSS ROADS, TURN RIGHT AND GO EAST FOR 0.5 MILE
 EL0861'TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0500 ***********************************************************************
 GJ0500  DESIGNATION -  MCCOY
 GJ0500  PID         -  GJ0500
 GJ0500  STATE/COUNTY-  OK/GARFIELD
 GJ0500  COUNTRY     -  US
 GJ0500  USGS QUAD   -  JET SE (2018)
 GJ0500
 GJ0500                         *CURRENT SURVEY CONTROL
 GJ0500  ______________________________________________________________________
 GJ0500* NAD 83(1993) POSITION- 36 32 21.21092(N) 098 03 30.12580(W)   ADJUSTED
 GJ0500* NAVD 88 ORTHO HEIGHT -   428.67  (+/-2cm)     1406.4   (feet) VERTCON3
 GJ0500  ______________________________________________________________________
 GJ0500  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 GJ0500  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 GJ0500  HORZ ORDER      -  FIRST
 GJ0500  VERT ORDER      -  THIRD ? (See Below)
 GJ0500
 GJ0500.The horizontal coordinates were established by classical geodetic methods
 GJ0500.and adjusted by the National Geodetic Survey in November 1994.
 GJ0500
 GJ0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0500
 GJ0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0500.GEOID18 height accuracy estimate available here.
 GJ0500
 GJ0500.The vertical order pertains to the NGVD 29 superseded value.
 GJ0500
 GJ0500.Click photographs - Photos may exist for this station.
 GJ0500
 GJ0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0500
 GJ0500. The following values were computed from the NAD 83(1993) position.
 GJ0500
 GJ0500;                    North         East     Units Scale Factor Converg.
 GJ0500;SPC OK N     -   170,785.791   594,773.536   MT  0.99996640   -0 02 04.0
 GJ0500;SPC OK N     -   560,319.72  1,951,352.84   sFT  0.99996640   -0 02 04.0
 GJ0500;UTM  14      - 4,044,171.497   584,286.639   MT  0.99968753   +0 33 38.4
 GJ0500
 GJ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0500!SPC OK N     -   0.99993708  x   0.99996640  =   0.99990348
 GJ0500!UTM  14      -   0.99993708  x   0.99968753  =   0.99962463
 GJ0500
 GJ0500:                Primary Azimuth Mark                     Grid Az
 GJ0500:SPC OK N     -  MCCOY AZ MK                              125 13 29.0
 GJ0500:UTM  14      -  MCCOY AZ MK                              124 37 46.6
 GJ0500
 GJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8428644171(NAD 83)
 GJ0500
 GJ0500|---------------------------------------------------------------------|
 GJ0500| PID    Reference Object                     Distance      Geod. Az  |
 GJ0500|                                                           dddmmss.s |
 GJ0500| GJ0498 NASH MUNICIPAL WATER TANK           APPROX.13.6 KM 0023142.2 |
 GJ0500| CK9402 MCCOY RM 2                           31.418 METERS 01300     |
 GJ0500| GH0856 POND CREEK MUNICIPAL TANK           APPROX.27.4 KM 0580805.8 |
 GJ0500| GH0858 KREMLIN ELEVATOR EAST GABLE         APPROX.20.1 KM 0873526.2 |
 GJ0500| CK9403 MCCOY RM 3                           24.922 METERS 09317     |
 GJ0500| CK9399 MCCOY AZ MK                                        1251125.0 |
 GJ0500| GJ0528 CARRIER FARMERS COOP NW ELEV        APPROX. 7.5 KM 1550221.6 |
 GJ0500| CK9400 MCCOY RM 1                          409.938 METERS 1973623.1 |
 GJ0500| GJ0501 GOLTRY MUNICIPAL WATER TANK         APPROX. 8.5 KM 2652105.7 |
 GJ0500| GJ0507 JET MUNICIPAL WATER TANK            APPROX.17.8 KM 3215331.5 |
 GJ0500|---------------------------------------------------------------------|
 GJ0500
 GJ0500                          SUPERSEDED SURVEY CONTROL
 GJ0500
 GJ0500  NAD 83(1986)-  36 32 21.21583(N)    098 03 30.11357(W) AD(       ) 1
 GJ0500  NAD 27      -  36 32 21.10260(N)    098 03 28.88252(W) AD(       ) 1
 GJ0500  USSD        -  36 32 21.04700(N)    098 03 29.15100(W) AD(       ) 3
 GJ0500  NGVD 29 (07/19/86)  428.52   (m)         1405.9    (f) LEVELING    3  
 GJ0500
 GJ0500.Superseded values are not recommended for survey control.
 GJ0500
 GJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0500.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0500
 GJ0500_MARKER: N = NAIL
 GJ0500_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 GJ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0500
 GJ0500  HISTORY     - Date     Condition        Report By
 GJ0500  HISTORY     - 1902     MONUMENTED       CGS
 GJ0500  HISTORY     - 1934     GOOD             OKGS
 GJ0500  HISTORY     - 1934     GOOD             CGS
 GJ0500  HISTORY     - 1945     GOOD             CGS
 GJ0500  HISTORY     - 1947     GOOD             CGS
 GJ0500  HISTORY     - 1951     GOOD             CGS
 GJ0500  HISTORY     - 1963     GOOD             CGS
 GJ0500
 GJ0500                          STATION DESCRIPTION
 GJ0500
 GJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 GJ0500'ABOUT 12-1/2 MILES WEST AND 3/4 MILE SOUTH OF KREMLIN, IN SE
 GJ0500'1/4 SEC. 21, T. 24 N., R. 8 W., ON HIGHEST POINT OF LAND WHICH
 GJ0500'WAS OWNED IN 1902 BY A.S. MC COY.  SURFACE AND UNDERGROUND
 GJ0500'MARKS ARE IRON NAILS IN THE CENTER OF TERRA-COTTA PIPES 4
 GJ0500'INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH CONCRETE
 GJ0500'AND SET IN CONCRETE.  THE UNDERGROUND MARK IS 2 FEET BELOW THE
 GJ0500'SURFACE OF THE GROUND.  REFERENCE MARK IS IRON NAIL IN THE
 GJ0500'CENTER OF A TERRA-COTTA PIPE FILLED WITH CONCRETE AND SET IN A
 GJ0500'BLOCK OF CONCRETE 1 FOOT IN DIAMETER, IN FENCE CORNER ON SOUTH SIDE
 GJ0500'OF ROAD, OPPOSITE QUATER-SECTION CORNER COMMON
 GJ0500'TO SECTIONS 21 AND 28, AND 409.97 METERS (1,345.0 FEET)
 GJ0500'FROM STATION.
 GJ0500
 GJ0500                          STATION RECOVERY (1934)
 GJ0500
 GJ0500'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 GJ0500'RECOVERED AS DESCRIBED BY W.B., 1902.
 GJ0500
 GJ0500                          STATION RECOVERY (1934)
 GJ0500
 GJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GJ0500'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  FOUR HUNDRED PACES
 GJ0500'NORTHWEST OF THE MC COY RESIDENCE, ON THE HIGHEST GROUND, 4
 GJ0500'FEET SOUTH OF A PASTURE FENCE.
 GJ0500'
 GJ0500'REFERENCE MARK IS LOCATED 1 FOOT NORTHEAST OF A CORNER POST
 GJ0500'IN A FENCE THAT HAS BEEN SET IN CEMENT LEAVING ONLY ABOUT 6
 GJ0500'INCHES OF DIRT BETWEEN THE FENCE POST AND THE REFERENCE MARK.
 GJ0500'THIS POST DRAWN SOUTH AND WEST BY FENCE, APPEARS TO HAVE CAUSED
 GJ0500'MARK TO ALSO SETTLE IN THAT DIRECTION, AS THERE IS ABOUT AN
 GJ0500'INCH OPENING IN OR BETWEEN GROUND AND MARK ON NORTH AND EAST
 GJ0500'SIDE, NAIL ON MARK IS BENT FLAT TO CONCRETE.
 GJ0500
 GJ0500                          STATION RECOVERY (1945)
 GJ0500
 GJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JPE)
 GJ0500'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  MARK RECOVERED
 GJ0500'AND FOUND IN VERY GOOD CONDITION.
 GJ0500
 GJ0500                          STATION RECOVERY (1947)
 GJ0500
 GJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GJ0500'STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 GJ0500'FOLLOWS-
 GJ0500'
 GJ0500'STATION IS ABOUT 12-1/2 MILES W AND 3/4 MILE S OF
 GJ0500'KREMLIN, IN THE SE 1/4 OF SEC. 21, T. 24 N., R. 8 W., ON THE
 GJ0500'HIGHEST LAND IN THE VICINITY, ON THE MC COY PROPERTY, AND ABOUT
 GJ0500'1/4 MILE NW OF THE OLD HOUSE, NOW VACANT.
 GJ0500'
 GJ0500'SURFACE AND UNDERGROUND MARKS ARE NAILS SET IN 4-INCH TERRA-COTTA
 GJ0500'PIPES FILLED WITH AND SURROUNDED WITH CONCRETE.  THE UNDERGROUD
 GJ0500'MARK IS ABOUT 2 FEET BELOW THE SURFACE.  THE SURFACE MARK
 GJ0500'IS ABOUT 2 FEET IN DIAMETER, FLUSH WITH THE SURFACE, AND
 GJ0500'IS UNDER AN E-W FENCE THAT DIVIDES THE FIELD TO THE S FROM THE
 GJ0500'PASTURE TO THE N.  IT IS 20 YARDS W OF A LARGE CORNER POST
 GJ0500'IN A CURVE IN THE FENCE LINE.
 GJ0500'
 GJ0500'THE REFERENCE MARK IS THE SAME AS THE STATION MARK, ON THE S
 GJ0500'SIDE OF THE ROAD, OPPOSITE THE QUARTER SECTION CORNER COMMON
 GJ0500'TO SECTIONS 21 AND 28, AND 409.97 METERS (1,345.0 FEET) FROM
 GJ0500'THE STATION.  IT IS ABOUT 1
 GJ0500'FOOT NE OF A CORNER POST THAT HAS BEEN SET IN CEMENT AND IS
 GJ0500'IN GOOD CONDITION.
 GJ0500'
 GJ0500'TO REACH FROM KREMLIN, GO W ON THE MAIN ROAD 2.0 MILES TO
 GJ0500'HIGHWAY 81.  CROSS THE HIGHWAY AND CONTINUE W 9.0 MILES, THEN
 GJ0500'TURN LEFT AND GO S 1.0 MILE, TURN RIGHT HERE AND GO W 2.2 MILES
 GJ0500'TO THE ENTRANCE TO THE VACANT FARMYARD ON THE RIGHT.  STATION
 GJ0500'IS ABOUT 1/4 MILE NW OF THIS POINT, ON THE TOP OF THE HILL.
 GJ0500
 GJ0500                          STATION RECOVERY (1951)
 GJ0500
 GJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0500'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AS DESCRIBED
 GJ0500'AND ARE IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 2,
 GJ0500'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.
 GJ0500'
 GJ0500'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0500'
 GJ0500'THE STATION IS LOCATED ON THE TOP OF THE HIGHEST HILL IN THE
 GJ0500'IMMEDIATE VICINITY ABOUT 9.0 MILES SOUTH OF NASH, 5.0 MILES EAST
 GJ0500'OF GOLTRY AND 4.0 MILES WEST-SOUTHWEST OF HILLSDALE ON LAND OWNED
 GJ0500'BY MR. CLAUD JONES.  IT IS ABOUT 0.4 MILE WEST-NORTHWEST OF A GROUP
 GJ0500'OF ABANDONED FARM BUILDINGS, 0.2 MILE NORTH OF A GRAVELED ROAD,
 GJ0500'67.0 FEET WEST OF A LARGE CORNER POST IN THE CURVE OF A FENCE,
 GJ0500'AND 1.5 FEET NORTHEAST OF A WITNESS POST AND DIRECTLY UNDER
 GJ0500'AN EAST-WEST FENCE THAT DIVIDES CULTIVATED LAND TO THE SOUTH
 GJ0500'FROM PASTURE LAND TO THE NORTH.  THE SURFACE AND
 GJ0500'UNDERGROUND MARKS ARE IRON NAILS SET POINT UP IN THE CENTER
 GJ0500'OF TERRA-COTTA PIPES 4 INCHES IN DIAMETER AND 2.0 FEET LONG
 GJ0500'FILLED WITH CONCRETE AND SURROUNDED WITH AN IRREGULAR MASS OF
 GJ0500'CONCRETE ABOUT 2.0 FEET IN DIAMETER.  IT IS SET FLUSH WITH
 GJ0500'THE SURFACE OF THE GROUND AND HAS NO STAMPING.
 GJ0500'
 GJ0500'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 34.0
 GJ0500'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1.5 FEET NORTH
 GJ0500'OF A LARGE FENCE CORNER POST SET IN CONCRETE.  IT IS AN IRON
 GJ0500'NAIL WITH THE POINT BENT OVER POINTING TOWARD THE STATION
 GJ0500'AND IS SET IN THE CENTER OF A TERRA-COTTA PIPE 4 INCHES IN
 GJ0500'DIAMETER AND 2.0 FEET LONG FILLED WITH CONCRETE AND SURROUNDED
 GJ0500'BY AN IRREGULAR MASS OF CONCRETE ABOUT 1.0 FOOT IN DIAMETER.  IT
 GJ0500'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND HAS NO
 GJ0500'STAMPING.  ALL OBSERVATIONS AND MEASURMENTS WERE MADE TO THE
 GJ0500'POINT OF THE NAIL.
 GJ0500'
 GJ0500'REFERENCE MARK NO. 2, IS SET IN PASTURE LAND NORTH OF THE
 GJ0500'STATION.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GJ0500'IS STAMPED MC COY NO 2 1951.
 GJ0500'
 GJ0500'REFERENCE MARK NO. 3 IS SET AT THE NORTH EDGE OF A CULTIVATED
 GJ0500'FIELD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 6 INCHES AND
 GJ0500'IS STAMPED MC COY NO 3 1951.
 GJ0500'
 GJ0500'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO.
 GJ0500'3 IS 120.25 FEET.
 GJ0500'
 GJ0500'THE AZIMUTH MARK IS 28.0 FEET NORTH OF THE CENTER OF A GRAVELED
 GJ0500'ROAD, 25.0 FEET WEST OF A FENCE CORNER, 1.5 FEET EAST OF
 GJ0500'R.E.A. POWERLINE POLE NO. E23, 1.5 FEET WEST OF A WITNESS POST
 GJ0500'AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 GJ0500'STAMPED MC COY 1951.
 GJ0500'
 GJ0500'TO REACH THE STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY NO.
 GJ0500'64 JUST NORTH OF THE POST OFFICE IN NASH, GO EAST ON U.S.
 GJ0500'HIGHWAY NO. 64 FOR 1.7 MILES TO A CROSSROAD.  HERE TURN
 GJ0500'RIGHT AND GO SOUTH ON A GRADED ROAD FOR 5.0 MILES TO A
 GJ0500'T INTERSECTION, TURN RIGHT AND GO WEST ON A GRADED ROAD FOR
 GJ0500'0.8 MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON A GRADED
 GJ0500'ROAD FOR 4.0 MILES TO A CROSSROAD.  HERE TURN RIGHT AND GO
 GJ0500'WEST ON A GRAVELED ROAD FOR 1.1 MILE TO A FENCE CORNER ON THE
 GJ0500'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST ON A
 GJ0500'GRAVELED ROAD FOR 0.1 MILE TO A GROUP OF ABANDONED TILE FARM
 GJ0500'BUILDINGS ON THE RIGHT, HERE TURN RIGHT PASSING TO THE EAST
 GJ0500'OF THESE BUILDINGS AND GO NORTH, WEST, NORTHWEST AND NORTH
 GJ0500'ON A TRACK ROAD FOR 0.4 MILE TO A POINT JUST AFTER
 GJ0500'PASSING THROUGH A GATE.  HERE TURN SHARP LEFT OFF OF
 GJ0500'TRACK ROAD AND GO WEST FOR 0.1 MILE TO THE TOP OF THE HILL
 GJ0500'AND THE STATION DIRECTLY UNDER AN EAST-WEST FENCE AS DESCRIBED.
 GJ0500
 GJ0500                          STATION RECOVERY (1963)
 GJ0500
 GJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0500'STATION RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 GJ0500'STATION WAS VISITED BY A LIGHTKEEPER ONLY.  THE 1951 DESCRIPTION
 GJ0500'WAS FOLLOWED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0835 ***********************************************************************
 EL0835  DESIGNATION -  MCGEE
 EL0835  PID         -  EL0835
 EL0835  STATE/COUNTY-  OK/MCCLAIN
 EL0835  COUNTRY     -  US
 EL0835  USGS QUAD   -  ASHER (2018)
 EL0835
 EL0835                         *CURRENT SURVEY CONTROL
 EL0835  ______________________________________________________________________
 EL0835* NAD 83(1993) POSITION- 34 52 35.37344(N) 096 57 54.08949(W)   ADJUSTED
 EL0835* NAVD 88 ORTHO HEIGHT -   342.9   (meters)     1125.    (feet) VERTCON3
 EL0835  ______________________________________________________________________
 EL0835  GEOID HEIGHT    -        -26.021 (meters)                     GEOID18
 EL0835  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 EL0835  HORZ ORDER      -  SECOND
 EL0835
 EL0835.The horizontal coordinates were established by classical geodetic methods
 EL0835.and adjusted by the National Geodetic Survey in November 1994.
 EL0835
 EL0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0835
 EL0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0835.GEOID18 height accuracy estimate available here.
 EL0835
 EL0835.Click photographs - Photos may exist for this station.
 EL0835
 EL0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0835
 EL0835. The following values were computed from the NAD 83(1993) position.
 EL0835
 EL0835;                    North         East     Units Scale Factor Converg.
 EL0835;SPC OK S     -   171,659.048   694,616.239   MT  0.99994891   +0 35 14.9
 EL0835;SPC OK S     -   563,184.73  2,278,920.11   sFT  0.99994891   +0 35 14.9
 EL0835;UTM  14      - 3,861,235.778   685,987.084   MT  1.00002635   +1 09 50.2
 EL0835
 EL0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0835!SPC OK S     -   0.99995026  x   0.99994891  =   0.99989918
 EL0835!UTM  14      -   0.99995026  x   1.00002635  =   0.99997661
 EL0835
 EL0835:                Primary Azimuth Mark                     Grid Az
 EL0835:SPC OK S     -  MCGEE AZ MK                              184 54 45.7
 EL0835:UTM  14      -  MCGEE AZ MK                              184 20 10.4
 EL0835
 EL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8598761235(NAD 83)
 EL0835
 EL0835|---------------------------------------------------------------------|
 EL0835| PID    Reference Object                     Distance      Geod. Az  |
 EL0835|                                                           dddmmss.s |
 EL0835| CY1619 MCGEE RM 2                           22.704 METERS 08953     |
 EL0835| EL0833 STRATFORD MUNICIPAL TANK            APPROX. 9.0 KM 1785256.2 |
 EL0835| CY1617 MCGEE AZ MK                                        1853000.6 |
 EL0835| CY1618 MCGEE RM 1                           16.313 METERS 26904     |
 EL0835| EL0836 WANETTE WATER TANK                  APPROX.11.1 KM 3284956.5 |
 EL0835|---------------------------------------------------------------------|
 EL0835
 EL0835                          SUPERSEDED SURVEY CONTROL
 EL0835
 EL0835  NAD 83(1986)-  34 52 35.37770(N)    096 57 54.07598(W) AD(       ) 2
 EL0835  NAD 27      -  34 52 35.09357(N)    096 57 53.00052(W) AD(       ) 2
 EL0835  USSD        -  34 52 35.00300(N)    096 57 53.35700(W) AD(       ) 3
 EL0835  NGVD 29 (07/19/86)  342.8    (m)         1125.     (f) VERT ANG       
 EL0835
 EL0835.Superseded values are not recommended for survey control.
 EL0835
 EL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0835.See file dsdata.pdf to determine how the superseded data were derived.
 EL0835
 EL0835_MARKER: DS = TRIANGULATION STATION DISK
 EL0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0835_STAMPING: MC GEE 1919
 EL0835_MARK LOGO: CGS
 EL0835_PROJECTION: FLUSH
 EL0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0835+STABILITY: SURFACE MOTION
 EL0835
 EL0835  HISTORY     - Date     Condition        Report By
 EL0835  HISTORY     - 1919     MONUMENTED       CGS
 EL0835  HISTORY     - 1920     GOOD             CGS
 EL0835  HISTORY     - 1934     GOOD             CGS
 EL0835  HISTORY     - 1954     GOOD             CGS
 EL0835  HISTORY     - 1957     GOOD             CGS
 EL0835  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0835
 EL0835                          STATION DESCRIPTION
 EL0835
 EL0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0835'ONE-HALF MILE W AND 3-1/2 MILES N FROM OLD VILLAGE OF MC GEE,
 EL0835'ON W SIDE CENTER OF SEC. 26, T. 5 N., R. 3 E., IN EDGE
 EL0835'OF WOODS WITH CULTIVATED FIELD TO S, 125 METERS (410 FEET)
 EL0835'E FROM WAGON ROAD, ON LAND OWNED BY AN INDIAN NAMED CHARLEY
 EL0835'TAYLOR AND LEASED BY G.W. MERRILL OF NORMAN.  STATION MARKED
 EL0835'BY BRONZE STATION DISK IN CONCRETE.
 EL0835
 EL0835                          STATION RECOVERY (1934)
 EL0835
 EL0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0835'STATION SITUATED ON LAND OWNED BY CHARLEY TAYLOR AND LEASED
 EL0835'TO ROY GREEN.  STATION IN E-W FENCELINE WHICH DIVIDES CULTIVATED
 EL0835'FIELD AND TIMBER PASTURE.
 EL0835'
 EL0835'STATION GOOD.
 EL0835'
 EL0835'REFERENCE MARK (53.5 FEET FORM STATION S 89 DEG 08 MIN W
 EL0835'IS IN SAME FENCELINE AS STATION.  GOOD.
 EL0835
 EL0835                          STATION RECOVERY (1954)
 EL0835
 EL0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0835'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 EL0835'TO BE IN GOOD CONDITION.  REFERENCE MARK 2 AND AN AZIMUTH
 EL0835'MARK WERE ESTABLISHED THIS YEAR.
 EL0835'
 EL0835'A NEW DESCRIPTION FOLLOWS--
 EL0835'STATION IS LOCATED ON THE SUMMIT OF A LOW RIDGE, ON THE WEST SIDE
 EL0835'AND CENTER OF SECTION 26, T 5 N., R 3 E., ABOUT 5.5 MILES
 EL0835'NORTH OF STRATFORD AND 420 FEET EAST OF THE CENTER OF STATE
 EL0835'HIGHWAY 18.
 EL0835'
 EL0835'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 12 ON
 EL0835'THE WEST SIDE OF STRATFORD, DRIVE NORTH ON STATE HIGHWAY
 EL0835'18 FOR 5.5 MILES TO A FARM LANE ON THE RIGHT.  TURN RIGHT
 EL0835'FOR 0.05 MILE, THENCE BEAR RIGHT AND DRIVE SOUTH ACROSS
 EL0835'FIELD FOR 0.1 MILE TO A FENCE AND THE STATION.
 EL0835'
 EL0835'STATION MARK, STAMPED MC GEE 1919, IS A STANDARD DISK SET IN
 EL0835'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0835'FLUSH WITH THE GROUND.  IT IS SET IN AN EAST-WEST FENCE.
 EL0835'
 EL0835'REFERENCE MARK 1, NO STAMPING, IS A STANDARD DISK SET IN
 EL0835'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0835'FLUSH WITH THE GROUND.  IT IS SET IN THE EAST-WEST FENCE.
 EL0835'
 EL0835'REFERENCE MARK 2, STAMPED MC GEE NO 2 1919, IS A STANDARD
 EL0835'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 EL0835'SQUARE AND FLUSH WITH THE GROUND.  IT IS SET IN THE EAST-WEST
 EL0835'FENCE.
 EL0835'
 EL0835'AZIMUTH MARK, STAMPED MC GEE 1919 1954, IS A STANDARD DISK
 EL0835'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 EL0835'AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS SET IN THE
 EL0835'NORTHEAST CORNER OF CROSS ROAD, 51 FEET EAST OF CENTER OF
 EL0835'STATE HIGHWAY 18, 25 FEET NORTH OF CENTER OF EAST-WEST BLADED
 EL0835'ROAD, 2 FEET NORTH OF WITNESS POST AND 1.3 FEET WEST OF
 EL0835'FENCE.
 EL0835'
 EL0835'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH
 EL0835'ON STATE HIGHWAY 18 FOR 0.5 MILE TO A CROSS ROAD AND THE
 EL0835'MARK ON THE LEFT.
 EL0835'
 EL0835'OBSERVATIONS WERE MADE FROM THE TOP OF A 77 FOOT STEEL TOWER.
 EL0835
 EL0835                          STATION RECOVERY (1957)
 EL0835
 EL0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0835'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 EL0835'GOOD CONDITION.  THE DESCRIPTION OF THE STATION AND TO REACH
 EL0835'THE STATION IS CORRECT AND ADEQUATE.  THE AZIMUTH MARK IS
 EL0835'IN THE SOUTHEAST ANGLE OF THE INTERSECTION INSTEAD OF THE
 EL0835'NORTHEAST, AND SOUTH OF THE BLADED ROAD INSTEAD OF NORTH.
 EL0835
 EL0835                          STATION RECOVERY (1965)
 EL0835
 EL0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0835'STATION LOST.  AZIMUTH MARK, STAMPED MC GEE 1919-1954 IS A
 EL0835'STANDARD DISK SET IN TOP OF A CONCRETE POST WHICH IS 12 IN
 EL0835'SQUARE AND PROJECTS 2 IN ABOVE THE GROUND.  IT IS SET IN THE
 EL0835'NE CORNER OF CROSSROADS 51 FT E OF CENTER OF STATE HIGHWAY
 EL0835'18, 25 FT N OF CENTER OF E.-W. BLADED ROAD 2 FT N. OF WITNESS
 EL0835'POST AND 1.3 FT W. OF FENCE.
 EL0835'
 EL0835'WITNESS POST AND FENCE ARE BOTH GONE AND MARK PROJECTS ABOUT
 EL0835'8 IN ABOVE GROUND AND IS LEANING, IT IS SETTING SOUTH OF
 EL0835'THE E.-W. ROAD, S.E. CORNER OF CROSSROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0705 ***********************************************************************
 GG0705  DESIGNATION -  MCGUIRK
 GG0705  PID         -  GG0705
 GG0705  STATE/COUNTY-  OK/OTTAWA
 GG0705  COUNTRY     -  US
 GG0705  USGS QUAD   -  PEORIA (2018)
 GG0705
 GG0705                         *CURRENT SURVEY CONTROL
 GG0705  ______________________________________________________________________
 GG0705* NAD 83(1997) POSITION- 36 57 37.46454(N) 094 44 57.87677(W)   ADJUSTED
 GG0705* NAVD 88 ORTHO HEIGHT -   276.3   (meters)      906.    (feet) VERTCON3
 GG0705  ______________________________________________________________________
 GG0705  GEOID HEIGHT    -        -29.481 (meters)                     GEOID18
 GG0705  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 GG0705  HORZ ORDER      -  SECOND
 GG0705
 GG0705.The horizontal coordinates were established by classical geodetic methods
 GG0705.and adjusted by the National Geodetic Survey in October 1998.
 GG0705
 GG0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0705
 GG0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0705.GEOID18 height accuracy estimate available here.
 GG0705
 GG0705.Click photographs - Photos may exist for this station.
 GG0705
 GG0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0705
 GG0705. The following values were computed from the NAD 83(1997) position.
 GG0705
 GG0705;                    North         East     Units Scale Factor Converg.
 GG0705;SPC OK N     -   222,369.925   889,448.196   MT  1.00004109   +1 55 06.0
 GG0705;SPC OK N     -   729,558.66  2,918,131.29   sFT  1.00004109   +1 55 06.0
 GG0705;SPC OK N     -   729,558.66  2,918,131.29   sFT  1.00004109   +1 55 06.0
 GG0705;SPC MO W     -    88,104.822   827,789.361   MT  0.99994725   -0 08 59.9
 GG0705;SPC OK N     -   222,369.925   889,448.196   MT  1.00004109   +1 55 06.0
 GG0705;UTM  15      - 4,091,910.032   344,256.923   MT  0.99989882   -1 03 07.4
 GG0705
 GG0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0705!SPC OK N     -   0.99996127  x   1.00004109  =   1.00000236
 GG0705!SPC MO W     -   0.99996127  x   0.99994725  =   0.99990852
 GG0705!SPC OK N     -   0.99996127  x   1.00004109  =   1.00000236
 GG0705!UTM  15      -   0.99996127  x   0.99989882  =   0.99986009
 GG0705
 GG0705:                Primary Azimuth Mark                     Grid Az
 GG0705:SPC OK N     -  MCGUIRK AZ MK                            236 29 16.9
 GG0705:SPC MO W     -  MCGUIRK AZ MK                            238 33 22.8
 GG0705:SPC OK N     -  MCGUIRK AZ MK                            236 29 16.9
 GG0705:UTM  15      -  MCGUIRK AZ MK                            239 27 30.3
 GG0705
 GG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4425691910(NAD 83)
 GG0705
 GG0705|---------------------------------------------------------------------|
 GG0705| PID    Reference Object                     Distance      Geod. Az  |
 GG0705|                                                           dddmmss.s |
 GG0705| HE1070 BAXTER SPRINGS FARM COOP ELEV       APPROX. 7.4 KM 0035528.3 |
 GG0705| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX. 6.7 KM 0100733.0 |
 GG0705| CI2490 MCGUIRK RM 1                         16.518 METERS 18117     |
 GG0705| CI2489 MCGUIRK AZ MK                                      2382422.9 |
 GG0705| CI2491 MCGUIRK RM 2                         16.228 METERS 35500     |
 GG0705|---------------------------------------------------------------------|
 GG0705
 GG0705                          SUPERSEDED SURVEY CONTROL
 GG0705
 GG0705  NAD 83(1993)-  36 57 37.46980(N)    094 44 57.87797(W) AD(       ) 2
 GG0705  NAD 83(1986)-  36 57 37.48086(N)    094 44 57.87234(W) AD(       ) 2
 GG0705  NAD 27      -  36 57 37.24419(N)    094 44 57.05648(W) AD(       ) 2
 GG0705  NGVD 29 (07/19/86)  276.2    (m)          906.     (f) VERT ANG       
 GG0705
 GG0705.Superseded values are not recommended for survey control.
 GG0705
 GG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0705.See file dsdata.pdf to determine how the superseded data were derived.
 GG0705
 GG0705_MARKER: DS = TRIANGULATION STATION DISK
 GG0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0705_STAMPING: MC GUIRK 1966
 GG0705_MARK LOGO: CGS
 GG0705_PROJECTION: FLUSH
 GG0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0705+STABILITY: SURFACE MOTION
 GG0705
 GG0705  HISTORY     - Date     Condition        Report By
 GG0705  HISTORY     - 1966     MONUMENTED       CGS
 GG0705
 GG0705                          STATION DESCRIPTION
 GG0705
 GG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0705'THE STATION IS ABOUT 4-3/4 MILES EAST SOUTHEAST OF PICHER,
 GG0705'OKLAHOMA, 4-1/2 MILES SOUTH OF BAXTER SPRINGS, KANSAS AND
 GG0705'ON LAND OWNED BY MR. MC GUIRK.
 GG0705'
 GG0705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 GG0705'AND 166 IN BAXTER SPRINGS, GO SOUTH ON U.S. HIGHWAY 66 FOR
 GG0705'2.3 MILES TO WHERE THE HIGHWAY TURNS EAST AND A GRAVELED
 GG0705'ROAD IS LEADING SOUTH.  CONTINUE STRAIGHT AHEAD ON GRAVELED
 GG0705'ROAD FOR 2.4 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST
 GG0705'FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  (THE AZIMUTH MARK
 GG0705'IS 0.25 MILE WEST OF THIS POINT).  TURN RIGHT AND GO NORTH
 GG0705'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 GG0705'
 GG0705'STATION MARK IS A STANDARD DISK, STAMPED MC GUIRK 1966, SET
 GG0705'IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 GG0705'THAT IS FLUSH WITH THE GROUND.  IT IS 26 FEET EAST OF THE
 GG0705'CENTERLINE OF A DRIVEWAY, 8.5 FEET SOUTHWEST OF A POWERLINE
 GG0705'POLE GUY WIRE AND 8.3 FEET NORTH OF A POWERLINE POLE.
 GG0705'
 GG0705'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC GUIRK NO 1 1966,
 GG0705'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 GG0705'THAT IS FLUSH WITH THE GROUND.  IT IS 45.6 FEET SOUTH OF THE
 GG0705'POWER LINE POLE, 13.7 FEET EAST OF THE CENTERLINE OF THE
 GG0705'DRIVEWAY AND ABOUT THE SAME ELEVATION AS THE STATION.
 GG0705'
 GG0705'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC GUIRK NO 2 1966,
 GG0705'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 GG0705'THAT IS FLUSH WITH THE GROUND.  IT IS 62 FEET NORTH OF THE
 GG0705'POWER LINE POLE, 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 GG0705'DRIVEWAY AND ABOUT THE SAME ELEVATION AS THE STATION.
 GG0705'
 GG0705'AZIMUTH MARK IS A STANDARD DISK, STAMPED MC GUIRK 1966, SET
 GG0705'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 GG0705'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 25 FEET NORTH
 GG0705'OF THE CENTERLINE OF THE GRAVELED ROAD, 12.9 FEET WEST OF
 GG0705'A POWER LINE POLE AND 3.2 FEET EAST OF A WITNESS POST.
 GG0705'
 GG0705'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0662 ***********************************************************************
 GJ0662  DESIGNATION -  MCLAUGHLIN
 GJ0662  PID         -  GJ0662
 GJ0662  STATE/COUNTY-  OK/WOODWARD
 GJ0662  COUNTRY     -  US
 GJ0662  USGS QUAD   -  MOORELAND SW (2018)
 GJ0662
 GJ0662                         *CURRENT SURVEY CONTROL
 GJ0662  ______________________________________________________________________
 GJ0662* NAD 83(1993) POSITION- 36 17 21.07769(N) 099 13 21.67771(W)   ADJUSTED
 GJ0662* NAVD 88 ORTHO HEIGHT -   617.    (meters)     2024.    (feet) SCALED
 GJ0662  ______________________________________________________________________
 GJ0662  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 GJ0662  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 GJ0662  HORZ ORDER      -  SECOND
 GJ0662
 GJ0662.The horizontal coordinates were established by classical geodetic methods
 GJ0662.and adjusted by the National Geodetic Survey in November 1994.
 GJ0662
 GJ0662.The orthometric height was scaled from a topographic map.
 GJ0662
 GJ0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0662.GEOID18 height accuracy estimate available here.
 GJ0662
 GJ0662.Click photographs - Photos may exist for this station.
 GJ0662
 GJ0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0662
 GJ0662. The following values were computed from the NAD 83(1993) position.
 GJ0662
 GJ0662;                    North         East     Units Scale Factor Converg.
 GJ0662;SPC OK N     -   143,731.265   490,170.467   MT  0.99994766   -0 43 17.6
 GJ0662;SPC OK N     -   471,558.33  1,608,167.61   sFT  0.99994766   -0 43 17.6
 GJ0662;UTM  14      - 4,016,047.433   480,003.154   MT  0.99960493   -0 07 54.5
 GJ0662
 GJ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0662!SPC OK N     -   0.99990755  x   0.99994766  =   0.99985521
 GJ0662!UTM  14      -   0.99990755  x   0.99960493  =   0.99951252
 GJ0662
 GJ0662:                Primary Azimuth Mark                     Grid Az
 GJ0662:SPC OK N     -  MCLAUGHLIN AZ MK                         256 32 27.5
 GJ0662:UTM  14      -  MCLAUGHLIN AZ MK                         255 57 04.4
 GJ0662
 GJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8000316047(NAD 83)
 GJ0662
 GJ0662|---------------------------------------------------------------------|
 GJ0662| PID    Reference Object                     Distance      Geod. Az  |
 GJ0662|                                                           dddmmss.s |
 GJ0662| CK9405 MCLAUGHLIN RM 1                      19.388 METERS 12628     |
 GJ0662| CK9406 MCLAUGHLIN RM 2                      18.800 METERS 22510     |
 GJ0662| CK9404 MCLAUGHLIN AZ MK                                   2554909.9 |
 GJ0662|---------------------------------------------------------------------|
 GJ0662
 GJ0662                          SUPERSEDED SURVEY CONTROL
 GJ0662
 GJ0662  NAD 83(1986)-  36 17 21.08228(N)    099 13 21.66570(W) AD(       ) 2
 GJ0662  NAD 27      -  36 17 20.94151(N)    099 13 20.29276(W) AD(       ) 2
 GJ0662
 GJ0662.Superseded values are not recommended for survey control.
 GJ0662
 GJ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0662.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0662
 GJ0662_MARKER: DS = TRIANGULATION STATION DISK
 GJ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0662_STAMPING: MCLAUGHLIN 1963
 GJ0662_MARK LOGO: CGS
 GJ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0662+STABILITY: SURFACE MOTION
 GJ0662
 GJ0662  HISTORY     - Date     Condition        Report By
 GJ0662  HISTORY     - 1963     MONUMENTED       CGS
 GJ0662
 GJ0662                          STATION DESCRIPTION
 GJ0662
 GJ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0662'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF WOODWARD, 6-1/2 MILES
 GJ0662'EAST OF SHARON, 3/4 MILE WEST OF U. S. HIGHWAY 270 AND 183, AND ON A
 GJ0662'GRASSY KNOLL IN PASTURE LAND WHICH IS THE HIGHEST POINT IN THE
 GJ0662'IMMEDIATE VICINITY.  IT IS ON THE PROPERTY OF MR. IRA MCLAUGHLIN.
 GJ0662'
 GJ0662'TO REACH FROM THE U. S. POST OFFICE IN WOODWARD, GO EAST FOR 0.15
 GJ0662'MILE, TURN RIGHT, SOUTH, AND FOLLOW U. S. HIGHWAY 270 AND 183 FOR
 GJ0662'12.7 MILES TO THE JUNCTION OF STATE HIGHWAY 50 ON THE LEFT.  TURN
 GJ0662'RIGHT, SOUTH, ON GRAVELED ROAD, AND GO 1.5 MILES TO A GATE ON THE
 GJ0662'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT, PASS THROUGH
 GJ0662'GATE AND FOLLOW TRACK ROAD EASTERLY FOR 0.55 MILE TO HIGHEST
 GJ0662'POINT OF KNOLL AND STATION.
 GJ0662'
 GJ0662'STATION MARK IS A STANDARD DISK, STAMPED MCLAUGHLIN 1963, SET IN THE
 GJ0662'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 40
 GJ0662'FEET SOUTHWEST OF THE WEST EDGE OF A BLADED AREA, 3.0 FEET SOUTH OF
 GJ0662'A METAL WITNESS POST AND NEAR THE CENTER OF THE CREST OF A LOW
 GJ0662'NORTHWEST-SOUTHEAST RIDGE.
 GJ0662'
 GJ0662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MCLAUGHLIN NO 1 1963,
 GJ0662'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES
 GJ0662'AND AT ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS 33 FEET
 GJ0662'SOUTHEAST OF THE SOUTHEAST EDGE OF THE BLADED AREA AND ON THE
 GJ0662'CREST OF THE RIDGE.
 GJ0662'
 GJ0662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MCLAUGHLIN NO 2 1963,
 GJ0662'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES
 GJ0662'AND ABOUT 3-1/2 FEET LOWER THAN THE STATION MARK.  IT IS 10 FEET
 GJ0662'NORTHWEST OF A DIM TRACK ROAD THAT ENDS AT THE STATION AND ON THE
 GJ0662'SOUTHWEST SLOPE OF THE RIDGE.
 GJ0662'
 GJ0662'AZIMUTH MARK IS A STANDARD DISK, STAMPED MCLAUGHLIN 1963, SET IN THE
 GJ0662'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 33
 GJ0662'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 6 FEET SOUTH OF A
 GJ0662'SOUTH GATE POST, 2.7 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 GJ0662'WEST OF A FENCE LINE.
 GJ0662'
 GJ0662'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0779 ***********************************************************************
 EL0779  DESIGNATION -  MCMILLAN
 EL0779  PID         -  EL0779
 EL0779  STATE/COUNTY-  OK/MARSHALL
 EL0779  COUNTRY     -  US
 EL0779  USGS QUAD   -  MCMILLAN (2018)
 EL0779
 EL0779                         *CURRENT SURVEY CONTROL
 EL0779  ______________________________________________________________________
 EL0779* NAD 83(1993) POSITION- 34 05 43.29267(N) 096 57 14.72037(W)   ADJUSTED
 EL0779* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 EL0779  ______________________________________________________________________
 EL0779  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 EL0779  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 EL0779  HORZ ORDER      -  SECOND
 EL0779
 EL0779.The horizontal coordinates were established by classical geodetic methods
 EL0779.and adjusted by the National Geodetic Survey in November 1994.
 EL0779
 EL0779.The orthometric height was scaled from a topographic map.
 EL0779
 EL0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0779.GEOID18 height accuracy estimate available here.
 EL0779
 EL0779.Click photographs - Photos may exist for this station.
 EL0779
 EL0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0779
 EL0779. The following values were computed from the NAD 83(1993) position.
 EL0779
 EL0779;                    North         East     Units Scale Factor Converg.
 EL0779;SPC OK S     -    85,026.680   696,513.738   MT  0.99997210   +0 35 37.2
 EL0779;SPC OK S     -   278,958.37  2,285,145.49   sFT  0.99997210   +0 35 37.2
 EL0779;UTM  14      - 3,774,618.745   688,739.086   MT  1.00003914   +1 08 50.0
 EL0779
 EL0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0779!SPC OK S     -   0.99995843  x   0.99997210  =   0.99993054
 EL0779!UTM  14      -   0.99995843  x   1.00003914  =   0.99999757
 EL0779
 EL0779:                Primary Azimuth Mark                     Grid Az
 EL0779:SPC OK S     -  MCMILLAN AZ MK                           075 51 14.3
 EL0779:UTM  14      -  MCMILLAN AZ MK                           075 18 01.5
 EL0779
 EL0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8873974618(NAD 83)
 EL0779
 EL0779|---------------------------------------------------------------------|
 EL0779| PID    Reference Object                     Distance      Geod. Az  |
 EL0779|                                                           dddmmss.s |
 EL0779| CY1627 MCMILLAN RM 1                        13.012 METERS 05115     |
 EL0779| CY1626 MCMILLAN AZ MK                                     0762651.5 |
 EL0779| CY1628 MCMILLAN RM 2                         6.801 METERS 29017     |
 EL0779|---------------------------------------------------------------------|
 EL0779
 EL0779                          SUPERSEDED SURVEY CONTROL
 EL0779
 EL0779  NAD 83(1986)-  34 05 43.29882(N)    096 57 14.71227(W) AD(       ) 2
 EL0779  NAD 27      -  34 05 42.95030(N)    096 57 13.68050(W) AD(       ) 2
 EL0779
 EL0779.Superseded values are not recommended for survey control.
 EL0779
 EL0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0779.See file dsdata.pdf to determine how the superseded data were derived.
 EL0779
 EL0779_MARKER: DS = TRIANGULATION STATION DISK
 EL0779_SETTING: 66 = SET IN ROCK OUTCROP
 EL0779_STAMPING: MC MILLAN 1955
 EL0779_MARK LOGO: CGS
 EL0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0779+STABILITY: POSITION/ELEVATION WELL
 EL0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0779+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 EL0779
 EL0779  HISTORY     - Date     Condition        Report By
 EL0779  HISTORY     - 1955     MONUMENTED       CGS
 EL0779  HISTORY     - 1961     SEE DESCRIPTION  USGS
 EL0779  HISTORY     - 1971     GOOD             OKDH
 EL0779  HISTORY     - 20110719 GOOD             INDIV
 EL0779
 EL0779                          STATION DESCRIPTION
 EL0779
 EL0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0779'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF MADILL AND 6.0
 EL0779'MILES SOUTH OF DICKSON NEAR THE CENTER OF THE SUMMIT OF A
 EL0779'PROMINENT FLAT TOPPED RIDGE.  IT IS ABOUT 30 FEET WEST OF THE
 EL0779'EAST EDGE OF SUMMIT AND IS STAMPED MC MILLAN 1955.
 EL0779'
 EL0779'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF RIDGE, ABOUT 4
 EL0779'FEET LOWER IN ELEVATION THAN THE STATION AND IS STAMPED
 EL0779'MC MILLAN NO 1 1955.
 EL0779'
 EL0779'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 EL0779'AND IS STAMPED MC MILLAN NO 2 1955.
 EL0779'
 EL0779'THE AZIMUTH MARK IS IN THE EAST EDGE OF A PASTURE, 185 FEET
 EL0779'SOUTH OF A WIRE GATE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE
 EL0779'AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED MC MILLAN 1955
 EL0779'AND PROJECTS 3 INCHES.
 EL0779'
 EL0779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EL0779'STATE HIGHWAY 18 IN DICKSON, GO SOUTH ON A GRAVELED ROAD FOR
 EL0779'6.0 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR 2.0 MILES
 EL0779'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT
 EL0779'ROAD FOR 0.2 MILE TO A GATE ON THE RIGHT AND AZIMUTH MARK JUST
 EL0779'SOUTH AS DESCRIBED, TURN RIGHT THROUGH GATE AND GO WEST ACROSS
 EL0779'PASTURE FOR ABOUT 0.35 MILE TO THE END OF TRUCK TRAVEL.  PACK
 EL0779'WEST UP BRUSH COVERED RIDGE FOR ABOUT 0.15 MILE TO STATION
 EL0779'AS DESCRIBED.
 EL0779
 EL0779                          STATION RECOVERY (1961)
 EL0779
 EL0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0779'THE AZIMUTH MARK FOUND IN GOOD CONDITION.  IT IS 0.2 MILE
 EL0779'S OF SEC. CORNERS 23, 24, 25, 26.  453 FEET S AND 1.8 FEET
 EL0779'ABOVE CENTER OF CATTLE GUARD AND BRIDGE COMBINATION ACROSS
 EL0779'DRIVE.  ONE FOOT E OF N-S FENCE ON WEST SIDE OF TRAIL ROAD,
 EL0779'IN CONCRETE POST PROJECTING 0.3 FOOT AND STAMPED MC MILLAN
 EL0779'1955 PTD BM 799.4 ON STANDARD DISK.
 EL0779'
 EL0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.2 MILES
 EL0779'W OF MADILL
 EL0779
 EL0779                          STATION RECOVERY (1971)
 EL0779
 EL0779'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (EMB)
 EL0779'MC MILLAN 1955 RECOVERED GOOD.
 EL0779'
 EL0779'MC MILLAN NO. 1 1955 RECOVERED GOOD.
 EL0779'
 EL0779'MC MILLAN NO. 2 1955 RECOVERED GOOD.
 EL0779'
 EL0779'MC MILLAN 1955 (AZIMUTH) RECOVERED GOOD.
 EL0779
 EL0779                          STATION RECOVERY (2011)
 EL0779
 EL0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 EL0779'THE STATION, THE AZIMUTH MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE
 EL0779'ALL FOUND IN GOOD CONDITION AND, GENERALLY, AS DESCRIBED PREVIOUSLY.
 EL0779'HOWEVER, THE STATION NO LONGER PROJECTS ABOVE THE GROUND, INSTEAD
 EL0779'BEING ABOUT 0.17' BELOW THE SURFACE.  ADDITIONALLY, IT SHOULD BE NOTED
 EL0779'THAT THE STATION IS SET IN A FLAT STONE AMONGST INNUMERABLE STONES OF
 EL0779'THE SAME TYPE, MANY OF WHICH DO STILL CONTINUE TO PROJECT ABOVE THE
 EL0779'SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0630 ***********************************************************************
 GJ0630  DESIGNATION -  MCNALLY
 GJ0630  PID         -  GJ0630
 GJ0630  STATE/COUNTY-  OK/WOODS
 GJ0630  COUNTRY     -  US
 GJ0630  USGS QUAD   -  WAYNOKA EAST (2018)
 GJ0630
 GJ0630                         *CURRENT SURVEY CONTROL
 GJ0630  ______________________________________________________________________
 GJ0630* NAD 83(1997) POSITION- 36 35 47.09417(N) 098 46 25.61038(W)   ADJUSTED
 GJ0630* NAVD 88 ORTHO HEIGHT -   530.    (meters)     1739.    (feet) SCALED
 GJ0630  ______________________________________________________________________
 GJ0630  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 GJ0630  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 GJ0630  HORZ ORDER      -  SECOND
 GJ0630
 GJ0630.The horizontal coordinates were established by classical geodetic methods
 GJ0630.and adjusted by the National Geodetic Survey in October 1998.
 GJ0630
 GJ0630.The orthometric height was scaled from a topographic map.
 GJ0630
 GJ0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0630.GEOID18 height accuracy estimate available here.
 GJ0630
 GJ0630.Click photographs - Photos may exist for this station.
 GJ0630
 GJ0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0630
 GJ0630. The following values were computed from the NAD 83(1997) position.
 GJ0630
 GJ0630;                    North         East     Units Scale Factor Converg.
 GJ0630;SPC OK N     -   177,406.257   530,764.761   MT  0.99997336   -0 27 23.9
 GJ0630;SPC OK N     -   582,040.36  1,741,350.72   sFT  0.99997336   -0 27 23.9
 GJ0630;UTM  14      - 4,050,126.717   520,234.002   MT  0.99960504   +0 08 05.5
 GJ0630
 GJ0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0630!SPC OK N     -   0.99992121  x   0.99997336  =   0.99989457
 GJ0630!UTM  14      -   0.99992121  x   0.99960504  =   0.99952628
 GJ0630
 GJ0630:                Primary Azimuth Mark                     Grid Az
 GJ0630:SPC OK N     -  MCNALLY AZ MK                            254 12 00.9
 GJ0630:UTM  14      -  MCNALLY AZ MK                            253 36 31.5
 GJ0630
 GJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2023450126(NAD 83)
 GJ0630
 GJ0630|---------------------------------------------------------------------|
 GJ0630| PID    Reference Object                     Distance      Geod. Az  |
 GJ0630|                                                           dddmmss.s |
 GJ0630| GJ0620 HOPETON FARMERS CO OP ELEVATOR      APPROX.14.1 KM 0432324.3 |
 GJ0630| GJ0631 8 E 38 TT                           166.179 METERS 18253     |
 GJ0630| CK9407 MCNALLY AZ MK                                      2534437.0 |
 GJ0630| CK9408 MCNALLY RM 1                          9.390 METERS 31416     |
 GJ0630| GJ0625 AVARD FARMERS CO OP ELEVATOR        APPROX.11.6 KM 3533032.7 |
 GJ0630|---------------------------------------------------------------------|
 GJ0630
 GJ0630                          SUPERSEDED SURVEY CONTROL
 GJ0630
 GJ0630  NAD 83(1993)-  36 35 47.09423(N)    098 46 25.61045(W) AD(       ) 2
 GJ0630  NAD 83(1986)-  36 35 47.09820(N)    098 46 25.59806(W) AD(       ) 2
 GJ0630  NAD 27      -  36 35 46.97835(N)    098 46 24.27968(W) AD(       ) 2
 GJ0630
 GJ0630.Superseded values are not recommended for survey control.
 GJ0630
 GJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0630.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0630
 GJ0630_MARKER: DS = TRIANGULATION STATION DISK
 GJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0630_STAMPING: MC NALLY 1951
 GJ0630_MARK LOGO: CGS
 GJ0630_PROJECTION: FLUSH
 GJ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0630+STABILITY: SURFACE MOTION
 GJ0630
 GJ0630  HISTORY     - Date     Condition        Report By
 GJ0630  HISTORY     - 1951     MONUMENTED       CGS
 GJ0630
 GJ0630                          STATION DESCRIPTION
 GJ0630
 GJ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0630'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF AVARD AND ABOUT 6.0
 GJ0630'MILES EAST OF WAYNOKA IN THE WEST EDGE OF A PASTURE ON THE HIGHEST
 GJ0630'POINT OF A HILL, 39 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD
 GJ0630'AND 19 FEET EAST OF A WITNESS POST AND NORTH-SOUTH FENCE LINE.  IT
 GJ0630'IS STAMPED MC NALLY 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 GJ0630'
 GJ0630'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A PASTURE, 26 FEET EAST
 GJ0630'OF THE CENTER OF A NORTH-SOUTH ROAD, 15 FEET NORTH OF A WITNESS POST
 GJ0630'AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MC
 GJ0630'NALLY NO 1 1951 AND PROJECTS 3 INCHES.
 GJ0630'
 GJ0630'TRAVERSE STATION 8E38 TT 1938 OKLA. C. C. WAS USED AS REFERENCE MARK
 GJ0630'NO. 2.  IT IS A BRONZE DISK SET IN A 6 INCH SQUARE CONCRETE POST AND
 GJ0630'PROJECTS 2 INCHES.  IT IS NEAR THE SOUTHWEST CORNER OF A PASTURE,
 GJ0630'51 FEET NORTH OF AN EAST-WEST FENCE LINE, 6 FEET EAST OF A
 GJ0630'NORTH-SOUTH FENCE LINE AND 26 FEET EAST OF THE CENTER OF A
 GJ0630'NORTH-SOUTH ROAD.
 GJ0630'
 GJ0630'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, JUST EAST OF A T
 GJ0630'INTERSECTION, 50 FEET SOUTH OF THE CENTER OF U. S. HIGHWAY 281, 8
 GJ0630'FEET EAST OF A POWER LINE POLE, 1 FOOT EAST OF A WITNESS POST AND 1
 GJ0630'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MC NALLY
 GJ0630'1951 AND PROJECTS 2 INCHES.
 GJ0630'
 GJ0630'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF THE POST
 GJ0630'OFFICE IN WAYNOKA, GO EAST 1 BLOCK, TURN LEFT AND GO NORTH AND EAST
 GJ0630'ON U. S. HIGHWAY 281 FOR 6.0 MILES TO A T ROAD RIGHT AND AZIMUTH
 GJ0630'MARK JUST EAST AS DESCRIBED, CONTINUE EAST FOR 0.4 MILE TO A T
 GJ0630'ROAD LEFT, TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.1 MILE TO
 GJ0630'STATION IN PASTURE ON RIGHT AS DESCRIBED.
 GJ0630'
 GJ0630'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1026 ***********************************************************************
 EM1026  DESIGNATION -  MCQUEEN
 EM1026  PID         -  EM1026
 EM1026  STATE/COUNTY-  OK/JACKSON
 EM1026  COUNTRY     -  US
 EM1026  USGS QUAD   -  MCQUEEN (2018)
 EM1026
 EM1026                         *CURRENT SURVEY CONTROL
 EM1026  ______________________________________________________________________
 EM1026* NAD 83(1993) POSITION- 34 39 58.87256(N) 099 39 28.22135(W)   ADJUSTED
 EM1026* NAVD 88 ORTHO HEIGHT -   459.9   (meters)     1509.    (feet) VERTCON3
 EM1026  ______________________________________________________________________
 EM1026  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 EM1026  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 EM1026  HORZ ORDER      -  THIRD
 EM1026
 EM1026.The horizontal coordinates were established by classical geodetic methods
 EM1026.and adjusted by the National Geodetic Survey in November 1994.
 EM1026
 EM1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1026
 EM1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1026.GEOID18 height accuracy estimate available here.
 EM1026
 EM1026.Click photographs - Photos may exist for this station.
 EM1026
 EM1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1026
 EM1026. The following values were computed from the NAD 83(1993) position.
 EM1026
 EM1026;                    North         East     Units Scale Factor Converg.
 EM1026;SPC OK S     -   149,110.978   448,063.561   MT  0.99993697   -0 56 27.7
 EM1026;SPC OK S     -   489,208.27  1,470,021.87   sFT  0.99993697   -0 56 27.7
 EM1026;UTM  14      - 3,836,240.764   439,727.964   MT  0.99964477   -0 22 27.1
 EM1026
 EM1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1026!SPC OK S     -   0.99993217  x   0.99993697  =   0.99986915
 EM1026!UTM  14      -   0.99993217  x   0.99964477  =   0.99957697
 EM1026
 EM1026:                Primary Azimuth Mark                     Grid Az
 EM1026:SPC OK S     -  MCQUEEN AZ MK                            272 08 46.4
 EM1026:UTM  14      -  MCQUEEN AZ MK                            271 34 45.8
 EM1026
 EM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3972736240(NAD 83)
 EM1026
 EM1026|---------------------------------------------------------------------|
 EM1026| PID    Reference Object                     Distance      Geod. Az  |
 EM1026|                                                           dddmmss.s |
 EM1026| EM1025 25 B 4 TT                            19.440 METERS 09048     |
 EM1026| CX7743 MCQUEEN AZ MK                                      2711218.7 |
 EM1026| CX7744 MCQUEEN RM 2                         30.370 METERS 35241     |
 EM1026|---------------------------------------------------------------------|
 EM1026
 EM1026                          SUPERSEDED SURVEY CONTROL
 EM1026
 EM1026  NAD 83(1986)-  34 39 58.87842(N)    099 39 28.21369(W) AD(       ) 3
 EM1026  NAD 27      -  34 39 58.64200(N)    099 39 26.88100(W) AD(       ) 3
 EM1026  NGVD 29 (07/19/86)  459.7    (m)         1508.     (f) VERT ANG       
 EM1026
 EM1026.Superseded values are not recommended for survey control.
 EM1026
 EM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1026.See file dsdata.pdf to determine how the superseded data were derived.
 EM1026
 EM1026_MARKER: DS = TRIANGULATION STATION DISK
 EM1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1026_STAMPING: MC QUEEN 1948
 EM1026_MARK LOGO: CGS
 EM1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1026+STABILITY: SURFACE MOTION
 EM1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1026+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 EM1026
 EM1026  HISTORY     - Date     Condition        Report By
 EM1026  HISTORY     - 1948     MONUMENTED       CGS
 EM1026  HISTORY     - 1963     GOOD             CGS
 EM1026  HISTORY     - 19700301 MARK NOT FOUND   USGS
 EM1026  HISTORY     - 20131220 GOOD             INDIV
 EM1026
 EM1026                          STATION DESCRIPTION
 EM1026
 EM1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1026'LOCATED ABOUT 5 MILES WEST OF DUKE, 2-1/2 MILES EAST OF MC QUEEN
 EM1026'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 62.  IT IS 46
 EM1026'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 62, 2-1/2 FEET
 EM1026'NORTH OF AN EAST-WEST FENCE AND IS STAMPED MC QUEEN 1948.
 EM1026'IT PROJECTS 1 INCH.
 EM1026'
 EM1026'REFERENCE MARK NO. 1 (BM 25 B 4 TT 1934) IS 47 FEET SOUTH
 EM1026'OF THE CENTER OF U.S. HIGHWAY NO. 62 AND 2 FEET NORTH OF
 EM1026'AN EAST-WEST FENCE.  IT IS A USC AND GS AND STATE SURVEY
 EM1026'DISK SET IN A 6 IN X 6 IN CONCRETE POST AND PROJECTS 1 INCH.
 EM1026'
 EM1026'REFERENCE MARK NO. 2 IS 53-1/2 FEET NORTH OF THE CENTER
 EM1026'OF U.S. HIGHWAY NO. 62, 1-1/2 FEET EAST OF CONCRETE R/W
 EM1026'POST AND 8 INCHES SOUTH OF AN EAST-WEST FENCE.  IT IS STAMPED
 EM1026'MC QUEEN NO 2 1948 AND PROJECTS 7 INCHES.
 EM1026'
 EM1026'THE AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF A DIRT
 EM1026'ROAD, 31 FEET SOUTH OF AN EAST-WEST FENCE AND 18 FEET NORTH
 EM1026'OF THE CENTER OF U.S. HIGHWAY NO. 62.  THE DISK IS SET IN
 EM1026'A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL AND
 EM1026'IS STAMPED MC QUEEN 1948.
 EM1026'
 EM1026'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DUKE,
 EM1026'GO WEST ON U.S. HIGHWAY NO. 62 FOR 5.0 MILES TO A WHITE
 EM1026'HOUSE ON THE NORTH SIDE OF ROAD, CONTINUE WEST FOR 0.05
 EM1026'MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 EM1026'FROM THE STATION, GO WEST ON U.S. HIGHWAY NO. 62 FOR 0.5
 EM1026'MILE TO THE MARK ON THE RIGHT.
 EM1026'
 EM1026'A 74 FOOT SIGNAL AT DUKE AND AN 87 FOOT SIGNAL AT QUARRY ARE
 EM1026'VISIBLE FROM THE GROUND.
 EM1026
 EM1026                          STATION RECOVERY (1963)
 EM1026
 EM1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1026'STATION RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED
 EM1026'IN GOOD CONDITION.  THE TO REACH IS ENTIRELY ADEQUATE.
 EM1026
 EM1026                          STATION RECOVERY (1970)
 EM1026
 EM1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (EWB)
 EM1026'MARK NOT FOUND.
 EM1026
 EM1026                          STATION RECOVERY (2013)
 EM1026
 EM1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (PJ)
 EM1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1187 ***********************************************************************
 DN1187  DESIGNATION -  MEAD
 DN1187  PID         -  DN1187
 DN1187  STATE/COUNTY-  OK/BRYAN
 DN1187  COUNTRY     -  US
 DN1187  USGS QUAD   -  PLATTER (2018)
 DN1187
 DN1187                         *CURRENT SURVEY CONTROL
 DN1187  ______________________________________________________________________
 DN1187* NAD 83(1993) POSITION- 33 59 52.13378(N) 096 33 28.97687(W)   ADJUSTED
 DN1187* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 DN1187  ______________________________________________________________________
 DN1187  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 DN1187  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 DN1187  HORZ ORDER      -  SECOND
 DN1187
 DN1187.The horizontal coordinates were established by classical geodetic methods
 DN1187.and adjusted by the National Geodetic Survey in November 1994.
 DN1187
 DN1187.The orthometric height was scaled from a topographic map.
 DN1187
 DN1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1187.GEOID18 height accuracy estimate available here.
 DN1187
 DN1187.Click photographs - Photos may exist for this station.
 DN1187
 DN1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1187
 DN1187. The following values were computed from the NAD 83(1993) position.
 DN1187
 DN1187;                    North         East     Units Scale Factor Converg.
 DN1187;SPC OK S     -    74,658.451   733,211.597   MT  0.99998795   +0 49 06.5
 DN1187;SPC OK S     -   244,941.93  2,405,545.05   sFT  0.99998795   +0 49 06.5
 DN1187;SPC TXNC     - 2,260,172.794   779,402.677   MT  1.00000884   +1 03 32.9
 DN1187;SPC TXNC     - 7,415,250.24  2,557,090.28   sFT  1.00000884   +1 03 32.9
 DN1187;UTM  14      - 3,764,602.161   725,540.432   MT  1.00022711   +1 21 57.7
 DN1187
 DN1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1187!SPC OK S     -   0.99996772  x   0.99998795  =   0.99995567
 DN1187!SPC TXNC     -   0.99996772  x   1.00000884  =   0.99997656
 DN1187!UTM  14      -   0.99996772  x   1.00022711  =   1.00019482
 DN1187
 DN1187:                Primary Azimuth Mark                     Grid Az
 DN1187:SPC OK S     -  MEAD AZ MK                               084 55 29.9
 DN1187:SPC TXNC     -  MEAD AZ MK                               084 41 03.5
 DN1187:UTM  14      -  MEAD AZ MK                               084 22 38.7
 DN1187
 DN1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2554064602(NAD 83)
 DN1187
 DN1187|---------------------------------------------------------------------|
 DN1187| PID    Reference Object                     Distance      Geod. Az  |
 DN1187|                                                           dddmmss.s |
 DN1187| CY1630 MEAD RM 1                            28.290 METERS 04745     |
 DN1187| CY1629 MEAD AZ MK                                         0854436.4 |
 DN1187| CY1631 MEAD RM 2                            25.917 METERS 31120     |
 DN1187|---------------------------------------------------------------------|
 DN1187
 DN1187                          SUPERSEDED SURVEY CONTROL
 DN1187
 DN1187  NAD 83(1986)-  33 59 52.13931(N)    096 33 28.96856(W) AD(       ) 2
 DN1187  NAD 27      -  33 59 51.78070(N)    096 33 27.99710(W) AD(       ) 2
 DN1187
 DN1187.Superseded values are not recommended for survey control.
 DN1187
 DN1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1187.See file dsdata.pdf to determine how the superseded data were derived.
 DN1187
 DN1187_MARKER: DS = TRIANGULATION STATION DISK
 DN1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1187_STAMPING: MEAD 1955
 DN1187_MARK LOGO: CGS
 DN1187_PROJECTION: FLUSH
 DN1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1187+STABILITY: SURFACE MOTION
 DN1187
 DN1187  HISTORY     - Date     Condition        Report By
 DN1187  HISTORY     - 1955     MONUMENTED       CGS
 DN1187  HISTORY     - 19790515 MARK NOT FOUND   USGS
 DN1187
 DN1187                          STATION DESCRIPTION
 DN1187
 DN1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1187'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 DN1187'70, ABOVE A HIGH CUT BANK AND NEAR THE HOME OF MR. D.H. MOORE.
 DN1187'IT IS ABOUT 9 MILES AIRLINE EAST OF KINGSTON AND 11 MILES
 DN1187'AIRLINE WEST OF DURANT.
 DN1187'
 DN1187'TO REACH FROM THE U.S. POST OFFICE IN THE VILLAGE OF MEAD,
 DN1187'GO WEST ON U.S. HIGHWAY 70 FOR 2.2 MILES TO AN OLD HOUSE
 DN1187'AND THE AZIMUTH MARK ON THE RIGHT AT THE TOP OF A LOW RISE.
 DN1187'CONTINUE WEST FOR 0.5 MILE TO A CATTLE GUARD ON THE LEFT.
 DN1187'TURN LEFT, CROSS CATTLE GUARD, AND GO SOUTH AND EAST ON FARM
 DN1187'DRIVEWAY FOR 0.1 MILE TO TOP OF GRADE AT THE SOUTH SIDE OF MR.
 DN1187'D.H. MOORES HOUSE.  GO EAST ACROSS GRASSY AREA FOR 100 YARDS TO
 DN1187'THE STATION.
 DN1187'
 DN1187'THE STATION MARK IS A STANDARD DISK STAMPED MEAD 1955, SET IN
 DN1187'THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH
 DN1187'THE GROUND.  IT IS 25 FEET SOUTH-SOUTHWEST OF A SMALL PUMP
 DN1187'HOUSE, 30 FEET WEST OF A FENCE CORNER, AND 60 FEET SOUTH
 DN1187'OF THE EDGE OF A HIGH CUT BANK.
 DN1187'
 DN1187'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MEAD NO
 DN1187'1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1187'FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE
 DN1187'LINE, 100 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 40
 DN1187'FEET HIGHER THAN THE HIGHWAY, AND AT THE SAME ELEVATION AS THE
 DN1187'STATION.
 DN1187'
 DN1187'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MEAD NO
 DN1187'2 1955, CEMENTED IN A DRILL HOLE IN AN 18-INCH BOULDER FLUSH WITH
 DN1187'THE GROUND.  IT IS 2 FEET SOUTH OF A FENCE LINE, 100 FEET
 DN1187'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 40 FEET HIGHER
 DN1187'THAN THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DN1187'
 DN1187'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEAD 1955, SET
 DN1187'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 DN1187'4 INCHES.  IT IS 62 FEET NORTH OF THE CENTER LINE OF U.S.
 DN1187'HIGHWAY 70, 8 FEET WEST OF POWER LINE POLE 27, AND 25 FEET
 DN1187'SOUTHWEST OF MR. R.E. TUCKERS HOUSE.
 DN1187
 DN1187                          STATION RECOVERY (1979)
 DN1187
 DN1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLP)
 DN1187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0634 ***********************************************************************
 EM0634  DESIGNATION -  MED
 EM0634  PID         -  EM0634
 EM0634  STATE/COUNTY-  OK/COMANCHE
 EM0634  COUNTRY     -  US
 EM0634  USGS QUAD   -  FORT SILL (2018)
 EM0634
 EM0634                         *CURRENT SURVEY CONTROL
 EM0634  ______________________________________________________________________
 EM0634* NAD 83(1993) POSITION- 34 43 51.30714(N) 098 29 43.50328(W)   ADJUSTED
 EM0634* NAVD 88 ORTHO HEIGHT -   463.    (meters)     1519.    (feet) SCALED
 EM0634  ______________________________________________________________________
 EM0634  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 EM0634  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 EM0634  HORZ ORDER      -  THIRD
 EM0634
 EM0634.The horizontal coordinates were established by classical geodetic methods
 EM0634.and adjusted by the National Geodetic Survey in November 1994.
 EM0634
 EM0634.The orthometric height was scaled from a topographic map.
 EM0634
 EM0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0634.GEOID18 height accuracy estimate available here.
 EM0634
 EM0634.Click photographs - Photos may exist for this station.
 EM0634
 EM0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0634
 EM0634. The following values were computed from the NAD 83(1993) position.
 EM0634
 EM0634;                    North         East     Units Scale Factor Converg.
 EM0634;SPC OK S     -   155,136.695   554,629.625   MT  0.99993921   -0 16 52.3
 EM0634;SPC OK S     -   508,977.64  1,819,647.36   sFT  0.99993921   -0 16 52.3
 EM0634;UTM  14      - 3,843,319.516   546,194.413   MT  0.99962630   +0 17 14.9
 EM0634
 EM0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0634!SPC OK S     -   0.99993133  x   0.99993921  =   0.99987055
 EM0634!UTM  14      -   0.99993133  x   0.99962630  =   0.99955766
 EM0634
 EM0634:                Primary Azimuth Mark                     Grid Az
 EM0634:SPC OK S     -  DICK                                     107 27 05.6
 EM0634:UTM  14      -  DICK                                     106 52 58.4
 EM0634
 EM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4619443319(NAD 83)
 EM0634
 EM0634|---------------------------------------------------------------------|
 EM0634| PID    Reference Object                     Distance      Geod. Az  |
 EM0634|                                                           dddmmss.s |
 EM0634| EM0662 DICK                                APPROX. 1.3 KM 1071013.3 |
 EM0634|---------------------------------------------------------------------|
 EM0634
 EM0634                          SUPERSEDED SURVEY CONTROL
 EM0634
 EM0634  NAD 83(1986)-  34 43 51.31261(N)    098 29 43.48780(W) AD(       ) 3
 EM0634  NAD 27      -  34 43 51.06300(N)    098 29 42.28100(W) AD(       ) 3
 EM0634
 EM0634.Superseded values are not recommended for survey control.
 EM0634
 EM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0634.See file dsdata.pdf to determine how the superseded data were derived.
 EM0634
 EM0634_MARKER: I = METAL ROD
 EM0634_SETTING: 66 = SET IN ROCK OUTCROP
 EM0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0634+STABILITY: POSITION/ELEVATION WELL
 EM0634
 EM0634  HISTORY     - Date     Condition        Report By
 EM0634  HISTORY     - 1945     MONUMENTED       USA
 EM0634
 EM0634                          STATION DESCRIPTION
 EM0634
 EM0634'DESCRIBED BY US ARMY 1945
 EM0634'SUMMIT OF BARE ROUNDED HILL ABOUT 1/2 MILE E OF MEDICINE PARK,
 EM0634'350 YDS. N OF HWY.  MARKED BY SECTION OF 3/8 IN IRON REINFORCING
 EM0634'ROD CEMENTED IN A DEPRESSION IN OUTCROP ROCK ON HIGHEST POINT
 EM0634'OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0586 ***********************************************************************
 GH0586  DESIGNATION -  MEDFORD AIRPORT
 GH0586  PID         -  GH0586
 GH0586  STATE/COUNTY-  OK/GRANT
 GH0586  COUNTRY     -  US
 GH0586  USGS QUAD   -  MEDFORD (2018)
 GH0586
 GH0586                         *CURRENT SURVEY CONTROL
 GH0586  ______________________________________________________________________
 GH0586* NAD 83(1997) POSITION- 36 47 30.43969(N) 097 44 34.97911(W)   ADJUSTED
 GH0586* NAD 83(1997) ELLIP HT-   302.045 (meters)        (10/02/98)   ADJUSTED
 GH0586* NAVD 88 ORTHO HEIGHT -   330.275 (meters)     1083.58  (feet) ADJUSTED
 GH0586  ______________________________________________________________________
 GH0586  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 GH0586  NAD 83(1997) X  -   -689,027.411 (meters)                     COMP
 GH0586  NAD 83(1997) Y  - -5,067,478.047 (meters)                     COMP
 GH0586  NAD 83(1997) Z  -  3,799,095.255 (meters)                     COMP
 GH0586  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 GH0586  DYNAMIC HEIGHT  -        329.999 (meters)     1082.67  (feet) COMP
 GH0586  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0586
 GH0586  HORZ ORDER      -  SECOND
 GH0586  VERT ORDER      -  FIRST     CLASS II
 GH0586  ELLP ORDER      -  FOURTH    CLASS I
 GH0586
 GH0586.This mark is at Medford Airport (OK68)
 GH0586
 GH0586.The horizontal coordinates were established by classical geodetic methods
 GH0586.and adjusted by the National Geodetic Survey in October 1998.
 GH0586
 GH0586.The orthometric height was determined by differential leveling and
 GH0586.adjusted by the NATIONAL GEODETIC SURVEY
 GH0586.in June 1991.
 GH0586
 GH0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0586.GEOID18 height accuracy estimate available here.
 GH0586
 GH0586.Click photographs - Photos may exist for this station.
 GH0586
 GH0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0586
 GH0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0586
 GH0586.The ellipsoidal height was determined by GPS observations
 GH0586.and is referenced to NAD 83.
 GH0586
 GH0586.The dynamic height is computed by dividing the NAVD 88
 GH0586.geopotential number by the normal gravity value computed on the
 GH0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0586.degrees latitude (g = 980.6199 gals.).
 GH0586
 GH0586.The modeled gravity was interpolated from observed gravity values.
 GH0586
 GH0586. The following values were computed from the NAD 83(1997) position.
 GH0586
 GH0586;                    North         East     Units Scale Factor Converg.
 GH0586;SPC OK N     -   198,841.444   622,933.863   MT  1.00000468   +0 09 05.9
 GH0586;SPC OK N     -   652,365.64  2,043,742.18   sFT  1.00000468   +0 09 05.9
 GH0586;UTM  14      - 4,072,512.027   612,145.262   MT  0.99975494   +0 45 10.4
 GH0586
 GH0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0586!SPC OK N     -   0.99995260  x   1.00000468  =   0.99995728
 GH0586!UTM  14      -   0.99995260  x   0.99975494  =   0.99970755
 GH0586
 GH0586:                Primary Azimuth Mark                     Grid Az
 GH0586:SPC OK N     -  MEDFORD AIRPORT AZ MK                    032 17 34.8
 GH0586:UTM  14      -  MEDFORD AIRPORT AZ MK                    031 41 30.3
 GH0586
 GH0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1214572512(NAD 83)
 GH0586
 GH0586|---------------------------------------------------------------------|
 GH0586| PID    Reference Object                     Distance      Geod. Az  |
 GH0586|                                                           dddmmss.s |
 GH0586| CL4871 MEDFORD AIRPORT RM 2                 20.778 METERS 02020     |
 GH0586| CL4869 MEDFORD AIRPORT AZ MK                              0322640.7 |
 GH0586| CL4870 MEDFORD AIRPORT RM 1                 16.325 METERS 27951     |
 GH0586|---------------------------------------------------------------------|
 GH0586
 GH0586                          SUPERSEDED SURVEY CONTROL
 GH0586
 GH0586  NAD 83(1993)-  36 47 30.44099(N)    097 44 34.98002(W) AD(       ) 2
 GH0586  ELLIP H (11/28/94)  302.209  (m)                       GP(       ) 5 1
 GH0586  NAD 83(1986)-  36 47 30.44723(N)    097 44 34.96917(W) AD(       ) 2
 GH0586  NAD 27      -  36 47 30.34444(N)    097 44 33.77734(W) AD(       ) 2
 GH0586  NGVD 29             330.10   (m)         1083.0    (f) LEVELING    3  
 GH0586
 GH0586.Superseded values are not recommended for survey control.
 GH0586
 GH0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0586.See file dsdata.pdf to determine how the superseded data were derived.
 GH0586
 GH0586_MARKER: DS = TRIANGULATION STATION DISK
 GH0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0586_STAMPING: MEDFORD AIRPORT 1958
 GH0586_MARK LOGO: CGS
 GH0586_PROJECTION: FLUSH
 GH0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0586+STABILITY: SURFACE MOTION
 GH0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0586+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 GH0586
 GH0586  HISTORY     - Date     Condition        Report By
 GH0586  HISTORY     - 1958     MONUMENTED       CGS
 GH0586  HISTORY     - 1985     GOOD             NGS
 GH0586  HISTORY     - 1986     GOOD             NGS
 GH0586  HISTORY     - 19890301 GOOD             NGS
 GH0586
 GH0586                          STATION DESCRIPTION
 GH0586
 GH0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0586'STATION IS ABOUT 1-1/4 MILES SOUTH-SOUTHWEST OF THE TOWN OF
 GH0586'MEDFORD, ON THE MEDFORD MUNICIPAL AIRPORT AND IN THE EAST EDGE
 GH0586'OF NORTHWEST 1/4 OF SECTION 28, T 27 N, R 5 W.
 GH0586'
 GH0586'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 81
 GH0586'AND STATE HIGHWAY 11 AT THE NORTH EDGE OF MEDFORD BY GOING
 GH0586'SOUTHWESTERLY THROUGH TOWN ON U.S. HIGHWAY 81 FOR 1.35 MILES
 GH0586'TO THE STATION ON THE RIGHT AT AN ENTRANCE DRIVE TO THE AIRPORT.
 GH0586'
 GH0586'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE,
 GH0586'CONCRETE POSTS.
 GH0586'
 GH0586'STATION MARKS ARE STAMPED MEDFORD AIRPORT 1958.  THE SURFACE
 GH0586'MARK PROJECTS 2 INCHES AND IS 45 FEET WEST OF THE CENTER OF THE
 GH0586'HIGHWAY, 45 FEET SOUTH OF THE CENTER OF THE AIRPORT ENTRANCE
 GH0586'DRIVE, 32 FEET SOUTH OF THE SOUTH GATE POST AND 6 FEET WEST
 GH0586'OF A NORTH-SOUTH ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE
 GH0586'WITNESS POST WAS SET 2 FEET NORTHEAST OF THE MARK.  THE
 GH0586'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 GH0586'INCHES BELOW THE GROUND SURFACE.
 GH0586'
 GH0586'REFERENCE MARK 1 IS STAMPED MEDFORD AIRPORT NO 1 1958 AND
 GH0586'PROJECTS 6 INCHES.  IT IS 56 FEET WEST OF THE RIGHT-OF-WAY
 GH0586'FENCE, 29 FEET SOUTH OF THE CENTER OF THE ENTRANCE DRIVE AND
 GH0586'98 FEET WEST OF THE CENTER OF THE HIGHWAY.
 GH0586'
 GH0586'REFERENCE MARK 2 IS STAMPED MEDFORD AIRPORT NO 2 1958 AND
 GH0586'PROJECTS 2 INCHES.  IT IS 54 FEET WEST OF THE CENTER OF THE
 GH0586'HIGHWAY, 26 FEET NORTH OF THE CENTER OF THE ENTRANCE DRIVE,
 GH0586'9 FEET NORTH OF A NORTH GATE POST AND 2 FEET WEST OF THE
 GH0586'RIGHT-OF-WAY FENCE.
 GH0586'
 GH0586'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTH-NORTHEAST
 GH0586'(TOWARDS MEDFORD) 0.4 MILE TO THE MARK ON THE RIGHT.  IT IS
 GH0586'STAMPED MEDFORD AIRPORT 1958 AND PROJECTS 6 INCHES.  IT IS 37
 GH0586'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 37 FEET EAST
 GH0586'OF THE CENTER OF THE HIGHWAY AND 2 FEET NORTH OF A TELEPHONE
 GH0586'POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT NORTH
 GH0586'OF THE MARK.
 GH0586'
 GH0586'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GH0586
 GH0586                          STATION RECOVERY (1985)
 GH0586
 GH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0586'2.2 KM (1.35 MI) SW FROM MEDFORD.
 GH0586'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GH0586'2.2 KM (1.35 MI) SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 GH0586'STATE ROUTE 11 AT MEDFORD, AT THE ENTRANCE TO THE MEDFORD MUNICIPAL
 GH0586'AIRPORT, 14.0 METERS (45.8 FT) WEST OF THE HIGHWAY CENTERLINE, 3.0
 GH0586'METERS (10 FT) SOUTHWEST OF A POWER POLE, 12.3 METERS (40.5 FT) SOUTH
 GH0586'OF THE CENTER OF THE AIRPORT ENTRANCE ROAD AND 6.5 METERS (21.3 FT)
 GH0586'SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX.
 GH0586'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0586
 GH0586                          STATION RECOVERY (1986)
 GH0586
 GH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GH0586'RECOVERED IN GOOD CONDITION.
 GH0586
 GH0586                          STATION RECOVERY (1989)
 GH0586
 GH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0586'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0586'FOLLOWS.
 GH0586'THE STATION IS LOCATED ABOUT 18.8 KM (11.70 MI) SOUTHEAST OF WAKITA,
 GH0586'15.2 KM (9.45 MI) NORTHEAST OF POND CREEK, AND 2.3 KM (1.45 MI)
 GH0586'SOUTHWEST OF MEDFORD, AT THE MEDFORD MUNICIPAL AIRPORT.
 GH0586'OWNERSHIP--CITY OF MEDFORD.
 GH0586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 GH0586'HIGHWAY 11 IN MEDFORD, GO SOUTHWEST ON HIGHWAY 81 FOR 2.3 KM
 GH0586'(1.45 MI) TO A PAVED ROAD AND THE STATION ON THE RIGHT.
 GH0586'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 GH0586'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 13.8 M
 GH0586'(45.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.0 M
 GH0586'(42.7 FT) SOUTH OF THE CENTER OF THE AIRPORT ENTRANCE ROAD, 3.0 M
 GH0586'(9.8 FT) SOUTHWEST OF A UTILITY POLE, AND 2.8 M (9.2 FT) SOUTHEAST OF
 GH0586'AN UNDERGROUND CABLE WARNING POST.
 GH0586'DECRIBED BY E.J. HANSMANN, TYPED BY GAM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0830 ***********************************************************************
 GH0830  DESIGNATION -  MEDFORD CLYDE COOP ASSN ELEV
 GH0830  PID         -  GH0830
 GH0830  STATE/COUNTY-  OK/GRANT
 GH0830  COUNTRY     -  US
 GH0830  USGS QUAD   -  MEDFORD (2018)
 GH0830
 GH0830                         *CURRENT SURVEY CONTROL
 GH0830  ______________________________________________________________________
 GH0830* NAD 83(1997) POSITION- 36 48 15.57978(N) 097 44 03.35209(W)   ADJUSTED
 GH0830  ______________________________________________________________________
 GH0830  GEOID HEIGHT    -        -28.133 (meters)                     GEOID18
 GH0830  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 GH0830  HORZ ORDER      -  THIRD
 GH0830
 GH0830.The horizontal coordinates were established by classical geodetic methods
 GH0830.and adjusted by the National Geodetic Survey in October 1998.
 GH0830
 GH0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0830.GEOID18 height accuracy estimate available here.
 GH0830
 GH0830.Click photographs - Photos may exist for this station.
 GH0830
 GH0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0830
 GH0830. The following values were computed from the NAD 83(1997) position.
 GH0830
 GH0830;                    North         East     Units Scale Factor Converg.
 GH0830;SPC OK N     -   200,235.050   623,714.175   MT  1.00000709   +0 09 24.6
 GH0830;SPC OK N     -   656,937.83  2,046,302.26   sFT  1.00000709   +0 09 24.6
 GH0830;UTM  14      - 4,073,913.396   612,910.712   MT  0.99975706   +0 45 30.1
 GH0830
 GH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1291073913(NAD 83)
 GH0830
 GH0830                          SUPERSEDED SURVEY CONTROL
 GH0830
 GH0830  NAD 83(1993)-  36 48 15.58107(N)    097 44 03.35302(W) AD(       ) 3
 GH0830  NAD 83(1986)-  36 48 15.58724(N)    097 44 03.34226(W) AD(       ) 3
 GH0830  NAD 27      -  36 48 15.48454(N)    097 44 02.15131(W) AD(       ) 3
 GH0830
 GH0830.Superseded values are not recommended for survey control.
 GH0830
 GH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0830.See file dsdata.pdf to determine how the superseded data were derived.
 GH0830
 GH0830_MARKER: 65 = GRAIN ELEVATOR
 GH0830
 GH0830  HISTORY     - Date     Condition        Report By
 GH0830  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0830
 GH0830                          STATION DESCRIPTION
 GH0830
 GH0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0830'THE STATION IS THE CENTER OF THE HEADHOUSE OF THE NORTH ONE
 GH0830'OF TWO ELEVATORS.  IT IS LOCATED IN THE SOUTHEAST EDGE OF
 GH0830'MEDFORD AND 115 FEET EAST OF U.S. HIGHWAY 81.  IT IS A CONCRETE
 GH0830'STRUCTURE, WHITE IN COLOR, AND IS 162 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0832 ***********************************************************************
 GH0832  DESIGNATION -  MEDFORD MUNICIPAL TANK
 GH0832  PID         -  GH0832
 GH0832  STATE/COUNTY-  OK/GRANT
 GH0832  COUNTRY     -  US
 GH0832  USGS QUAD   -  MEDFORD (2018)
 GH0832
 GH0832                         *CURRENT SURVEY CONTROL
 GH0832  ______________________________________________________________________
 GH0832* NAD 83(1997) POSITION- 36 48 29.51773(N) 097 44 04.48889(W)   ADJUSTED
 GH0832  ______________________________________________________________________
 GH0832  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 GH0832  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 GH0832  HORZ ORDER      -  THIRD
 GH0832
 GH0832.The horizontal coordinates were established by classical geodetic methods
 GH0832.and adjusted by the National Geodetic Survey in October 1998.
 GH0832
 GH0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0832.GEOID18 height accuracy estimate available here.
 GH0832
 GH0832.Click photographs - Photos may exist for this station.
 GH0832
 GH0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0832
 GH0832. The following values were computed from the NAD 83(1997) position.
 GH0832
 GH0832;                    North         East     Units Scale Factor Converg.
 GH0832;SPC OK N     -   200,664.627   623,684.821   MT  1.00000784   +0 09 23.9
 GH0832;SPC OK N     -   658,347.20  2,046,205.95   sFT  1.00000784   +0 09 23.9
 GH0832;UTM  14      - 4,074,342.534   612,876.858   MT  0.99975697   +0 45 29.7
 GH0832
 GH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1287674342(NAD 83)
 GH0832
 GH0832                          SUPERSEDED SURVEY CONTROL
 GH0832
 GH0832  NAD 83(1993)-  36 48 29.51926(N)    097 44 04.48977(W) AD(       ) 3
 GH0832  NAD 83(1986)-  36 48 29.52518(N)    097 44 04.47906(W) AD(       ) 3
 GH0832  NAD 27      -  36 48 29.42464(N)    097 44 03.28724(W) AD(       ) 3
 GH0832
 GH0832.Superseded values are not recommended for survey control.
 GH0832
 GH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0832.See file dsdata.pdf to determine how the superseded data were derived.
 GH0832
 GH0832_MARKER: 53 = ELEVATED TANK
 GH0832
 GH0832  HISTORY     - Date     Condition        Report By
 GH0832  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0832
 GH0832                          STATION DESCRIPTION
 GH0832
 GH0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0832'THE STATION IS THE FINIAL ON THE APEX OF THE TANK.  IT IS
 GH0832'LOCATED ON THE LAWN OF THE GRANT COUNTY COURTHOUSE, IN THE
 GH0832'NORTHEAST ANGLE OF THE INTERSECTION OF NORTH MAIN AND GUTHRIE
 GH0832'STREETS.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED
 GH0832'STEEL, SKELETON FRAMEWORK, PAINTED ALUMINUM IN COLOR AND
 GH0832'100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0829 ***********************************************************************
 GH0829  DESIGNATION -  MEDFORD RAD STA KKI 571 MAST
 GH0829  PID         -  GH0829
 GH0829  STATE/COUNTY-  OK/GRANT
 GH0829  COUNTRY     -  US
 GH0829  USGS QUAD   -  MEDFORD (2018)
 GH0829
 GH0829                         *CURRENT SURVEY CONTROL
 GH0829  ______________________________________________________________________
 GH0829* NAD 83(1997) POSITION- 36 48 31.41558(N) 097 44 02.30835(W)   ADJUSTED
 GH0829  ______________________________________________________________________
 GH0829  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GH0829  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 GH0829  HORZ ORDER      -  THIRD
 GH0829
 GH0829.The horizontal coordinates were established by classical geodetic methods
 GH0829.and adjusted by the National Geodetic Survey in October 1998.
 GH0829
 GH0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0829.GEOID18 height accuracy estimate available here.
 GH0829
 GH0829.Click photographs - Photos may exist for this station.
 GH0829
 GH0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0829
 GH0829. The following values were computed from the NAD 83(1997) position.
 GH0829
 GH0829;                    North         East     Units Scale Factor Converg.
 GH0829;SPC OK N     -   200,723.279   623,738.711   MT  1.00000794   +0 09 25.2
 GH0829;SPC OK N     -   658,539.62  2,046,382.75   sFT  1.00000794   +0 09 25.2
 GH0829;UTM  14      - 4,074,401.733   612,930.115   MT  0.99975711   +0 45 31.0
 GH0829
 GH0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1293074401(NAD 83)
 GH0829
 GH0829                          SUPERSEDED SURVEY CONTROL
 GH0829
 GH0829  NAD 83(1993)-  36 48 31.41699(N)    097 44 02.30926(W) AD(       ) 3
 GH0829  NAD 83(1986)-  36 48 31.42301(N)    097 44 02.29856(W) AD(       ) 3
 GH0829  NAD 27      -  36 48 31.32001(N)    097 44 01.10788(W) AD(       ) 3
 GH0829
 GH0829.Superseded values are not recommended for survey control.
 GH0829
 GH0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0829.See file dsdata.pdf to determine how the superseded data were derived.
 GH0829
 GH0829_MARKER: 42 = RADIO/TV MAST
 GH0829
 GH0829  HISTORY     - Date     Condition        Report By
 GH0829  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0829
 GH0829                          STATION DESCRIPTION
 GH0829
 GH0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0829'THE STATION IS THE FINIAL AT THE APEX OF THE MAST.  IT IS
 GH0829'LOCATED ATOP THE SHERIFFS OFFICE BUILDING IN THE NORTH EDGE OF
 GH0829'MEDFORD, JUST WEST OF U.S. HIGHWAY 81 AND ON THE SAME GROUNDS
 GH0829'AS THE GRANT COUNTY COURTHOUSE.  IT IS A THREE-LEGGED STEEL,
 GH0829'SKELETON STRUCTURE WITH VERTICAL LEGS, PAINTED ALUMINUM IN
 GH0829'COLOR AND 100 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0607 ***********************************************************************
 GH0607  FBN         -  This is a Federal Base Network Control Station.
 GH0607  DESIGNATION -  MEDPORT
 GH0607  PID         -  GH0607
 GH0607  STATE/COUNTY-  OK/GRANT
 GH0607  COUNTRY     -  US
 GH0607  USGS QUAD   -  MEDFORD (2018)
 GH0607
 GH0607                         *CURRENT SURVEY CONTROL
 GH0607  ______________________________________________________________________
 GH0607* NAD 83(2011) POSITION- 36 47 32.31925(N) 097 44 45.82458(W)   ADJUSTED
 GH0607* NAD 83(2011) ELLIP HT-   303.156 (meters)        (06/27/12)   ADJUSTED
 GH0607* NAD 83(2011) EPOCH   -  2010.00
 GH0607* NAVD 88 ORTHO HEIGHT -   331.263 (meters)     1086.82  (feet) ADJUSTED
 GH0607  ______________________________________________________________________
 GH0607  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 GH0607  NAD 83(2011) X  -   -689,289.302 (meters)                     COMP
 GH0607  NAD 83(2011) Y  - -5,067,408.307 (meters)                     COMP
 GH0607  NAD 83(2011) Z  -  3,799,142.321 (meters)                     COMP
 GH0607  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 GH0607  DYNAMIC HEIGHT  -        330.986 (meters)     1085.91  (feet) COMP
 GH0607  MODELED GRAVITY -    979,785.9   (mgal)                       NAVD 88
 GH0607
 GH0607  VERT ORDER      -  FIRST     CLASS II
 GH0607
 GH0607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0607  Standards:
 GH0607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0607  -------------------------------------------------------------------
 GH0607  NETWORK    0.49   0.98           0.21   0.19   0.50      0.05193838
 GH0607  -------------------------------------------------------------------
 GH0607  Click here for local accuracies and other accuracy information.
 GH0607
 GH0607.This mark is at Medford Airport (OK68)
 GH0607
 GH0607.The horizontal coordinates were established by GPS observations
 GH0607.and adjusted by the National Geodetic Survey in June 2012.
 GH0607
 GH0607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0607.been affixed to the stable North American tectonic plate. See 
 GH0607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0607
 GH0607.The horizontal coordinates are valid at the epoch date displayed above
 GH0607.which is a decimal equivalence of Year/Month/Day.
 GH0607
 GH0607.The orthometric height was determined by differential leveling and
 GH0607.adjusted by the NATIONAL GEODETIC SURVEY
 GH0607.in June 1991.
 GH0607
 GH0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0607.GEOID18 height accuracy estimate available here.
 GH0607
 GH0607.Click photographs - Photos may exist for this station.
 GH0607
 GH0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0607
 GH0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0607
 GH0607.The ellipsoidal height was determined by GPS observations
 GH0607.and is referenced to NAD 83.
 GH0607
 GH0607.The dynamic height is computed by dividing the NAVD 88
 GH0607.geopotential number by the normal gravity value computed on the
 GH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0607.degrees latitude (g = 980.6199 gals.).
 GH0607
 GH0607.The modeled gravity was interpolated from observed gravity values.
 GH0607
 GH0607. The following values were computed from the NAD 83(2011) position.
 GH0607
 GH0607;                    North         East     Units Scale Factor Converg.
 GH0607;SPC OK N     -   198,898.676   622,664.823   MT  1.00000478   +0 08 59.5
 GH0607;SPC OK N     -   652,553.41  2,042,859.51   sFT  1.00000478   +0 08 59.5
 GH0607;UTM  14      - 4,072,566.419   611,875.703   MT  0.99975419   +0 45 03.9
 GH0607
 GH0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0607!SPC OK N     -   0.99995243  x   1.00000478  =   0.99995721
 GH0607!UTM  14      -   0.99995243  x   0.99975419  =   0.99970663
 GH0607
 GH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1187572566(NAD 83)
 GH0607
 GH0607                          SUPERSEDED SURVEY CONTROL
 GH0607
 GH0607  NAD 83(2007)-  36 47 32.31921(N)    097 44 45.82524(W) AD(2002.00) 0
 GH0607  ELLIP H (02/10/07)  303.173  (m)                       GP(2002.00)    
 GH0607  ELLIP H (06/09/00)  303.171  (m)                       GP(       ) 2 2
 GH0607  NAD 83(1993)-  36 47 32.31924(N)    097 44 45.82509(W) AD(       ) B
 GH0607  ELLIP H (05/09/94)  303.234  (m)                       GP(       ) 4 2
 GH0607  NAD 83(1986)-  36 47 32.31972(N)    097 44 45.80299(W) AD(       ) 2
 GH0607  NAVD 88             331.26   (m)         1086.8    (f) LEVELING    3  
 GH0607  NGVD 29             331.08   (m)         1086.2    (f) LEVELING    3  
 GH0607
 GH0607.Superseded values are not recommended for survey control.
 GH0607
 GH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0607.See file dsdata.pdf to determine how the superseded data were derived.
 GH0607
 GH0607_MARKER: DH = HORIZONTAL CONTROL DISK
 GH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0607_STAMPING: MEDPORT 1986
 GH0607_MARK LOGO: NGS
 GH0607_PROJECTION: FLUSH
 GH0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0607+STABILITY: SURFACE MOTION
 GH0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0607+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 GH0607
 GH0607  HISTORY     - Date     Condition        Report By
 GH0607  HISTORY     - 1986     MONUMENTED       NGS
 GH0607  HISTORY     - 19890301 GOOD             NGS
 GH0607  HISTORY     - 19930422 GOOD             NGS
 GH0607  HISTORY     - 19990813 GOOD             NGS
 GH0607  HISTORY     - 20021001 GOOD             NGS
 GH0607  HISTORY     - 20060817 GOOD             OKDOT
 GH0607  HISTORY     - 20120619 GOOD             INDIV
 GH0607
 GH0607                          STATION DESCRIPTION
 GH0607
 GH0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GH0607'2.7 KM (1.7 MI) SOUTH FROM MEDFORD.
 GH0607'THE MARK IS ABOVE LEVEL WITH THE APRON.
 GH0607'2.3 KM (1.45 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0607'ROUTE 11 AT MEDFORD, THENCE 0.32 KM (0.2 MI) WEST ALONG AN ASPHALT
 GH0607'ENTRANCE ROAD TO THE MEDFORD MUNICIPAL AIRPORT, AT THE NORTHEAST
 GH0607'CORNER OF THE ASPHALT REFUELING APRON, 7.3 METERS (23.8 FT) NORTH OF
 GH0607'THE CENTER OF A GRAVEL DRIVE LEADING TO THE REFUELING APRON,
 GH0607'16.2 METERS (53 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GH0607'APRON, 20.7 METERS (68 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 GH0607'A FOUNDATION SLAB FOR A GAS PUMP, 2.1 METERS (6.8 FT) NORTH OF A
 GH0607'VERTICAL WOODEN POST, 32.6 METERS (107 FT) SOUTH-SOUTHEAST OF THE EAST
 GH0607'SUPORT POST FOR A RADIO ANTENNA, 53.2 METERS (174.6 FT) NORTHWEST OF A
 GH0607'FIRE HYDRANT AND 9.7 METER (31.9 FT) EAST OF THE EAST EDGE OF THE
 GH0607'APRON.  NOTE--AIRPORT MANAGER IS MR. MAX SCHUERMANN, PHONE NUMBER
 GH0607'395-2972.  AIRPORT OFFICE.
 GH0607'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0607
 GH0607                          STATION RECOVERY (1989)
 GH0607
 GH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0607'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0607'FOLLOWS.
 GH0607'THE STATION IS LOCATED ABOUT 18.8 KM (11.70 MI) SOUTHEAST OF WAKITA,
 GH0607'15.2 KM (9.45 MI) NORTHEAST OF POND CREEK, AND 2.3 KM (1.45 MI)
 GH0607'SOUTHWEST OF MEDFORD, AT THE MEDFORD MUNICIPAL AIRPORT.
 GH0607'OWNERSHIP--CITY OF MEDFORD.
 GH0607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 GH0607'HIGHWAY 11 IN MEDFORD, GO SOUTHWEST ON HIGHWAY 81 FOR 2.3 KM
 GH0607'(1.45 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 GH0607'AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 GH0607'RIGHT.
 GH0607'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 35 CM ROUND
 GH0607'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 37.8 M
 GH0607'(124.0 FT) NORTH OF THE CENTER OF THE ROAD, 22.0 M (72.2 FT) NORTHEAST
 GH0607'OF THE NORTHEAST CORNER OF A GASOLINE PUMP, 16.1 M (52.8 FT) SOUTHEAST
 GH0607'OF THE NORTHEAST CORNER OF AN AIRPLANE PARKING LOT, 2.1 M (6.9 FT)
 GH0607'NORTH OF A FENCE, AND 0.4 M (1.3 FT) SOUTH OF A CARSONITE WITNESS
 GH0607'POST.
 GH0607'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GH0607
 GH0607                          STATION RECOVERY (1993)
 GH0607
 GH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0607'NOTE--THIS IS AN ACTIVE AIRPORT.  PERMISSION MUST BE OBTAINED FROM THE
 GH0607'AIRPORT MANAGER BEFORE GOING TO THE STATION.  AIRCRAFT HAVE THE
 GH0607'RIGHT-OF-WAY.
 GH0607'STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHWEST OF MEDFORD, AT THE
 GH0607'MEDFORD MUNICIPAL AIRPORT, IN A LAWN AREA BETWEEN AN APRON AND A
 GH0607'FENCED WEATHER STATION UNIT.  OWNERSHIP--CITY OF MEDFORD.  AIRPORT
 GH0607'MANAGER IS LEO LUX, PHONE 405-395-3176.
 GH0607'TO REACH FROM THE JUNCTION OF US HIGHWAY 81 AND STATE HIGHWAY 11 ON
 GH0607'THE NORTH SIDE OF MEDFORD, GO SOUTHWEST THROUGH TOWN ON HIGHWAY 81
 GH0607'FOR 2.28 KM (1.40 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT AT A WATER
 GH0607'TANK.  TURN RIGHT, WEST, ON THE PAVED ROAD FOR 0.29 KM (0.20 MI) TO
 GH0607'THE END OF THE CIRCULAR DRIVE AT THE APRON AND THE STATION ON THE
 GH0607'RIGHT.
 GH0607'STATION MARK IS SET IN THE TOP OF A 35-CM ROUND CONCRETE POST FLUSH
 GH0607'WITH THE GROUND.  IT IS 38 M (124.7 FT) NORTH-NORTHEAST OF THE
 GH0607'CLOSEST SECTION OF THE ROAD, 2.1 M (6.9 FT) NORTH OF THE MOST
 GH0607'NORTHERLY POST IN A CABLE FENCE, 9.4 M (30.8 FT) EAST OF THE APRON
 GH0607'EDGE, 16.1 M (52.8 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 GH0607'APRON, 20.6 M (67.6 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 GH0607'THE CONCRETE GAS PUMP ISLAND, AND 18.4 M (60.4 FT) WEST-SOUTHWEST OF
 GH0607'THE SOUTHWEST CORNER OF FENCE AROUND THE WEATHER UNIT.
 GH0607
 GH0607                          STATION RECOVERY (1999)
 GH0607
 GH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GH0607'RECOVERED AS DESCRIBED.
 GH0607
 GH0607                          STATION RECOVERY (2002)
 GH0607
 GH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GH0607'RECOVERED AS DESCRIBED. NOTE-- WEATHER STATION IS NO LONGER FENCED.
 GH0607
 GH0607                          STATION RECOVERY (2006)
 GH0607
 GH0607'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH0607'RECOVERED IN GOOD CONDITION.
 GH0607
 GH0607                          STATION RECOVERY (2012)
 GH0607
 GH0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (ADL)
 GH0607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0608 ***********************************************************************
 GH0608  DESIGNATION -  MEDPORT AZ MK
 GH0608  PID         -  GH0608
 GH0608  STATE/COUNTY-  OK/GRANT
 GH0608  COUNTRY     -  US
 GH0608  USGS QUAD   -  MEDFORD (2018)
 GH0608
 GH0608                         *CURRENT SURVEY CONTROL
 GH0608  ______________________________________________________________________
 GH0608* NAD 83(1997) POSITION- 36 47 40.80704(N) 097 44 55.42513(W)   ADJUSTED
 GH0608* NAD 83(1997) ELLIP HT-   303.680 (meters)        (10/02/98)   ADJUSTED
 GH0608* NAVD 88 ORTHO HEIGHT -   332.348 (meters)     1090.38  (feet) ADJUSTED
 GH0608  ______________________________________________________________________
 GH0608  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 GH0608  NAD 83(1997) X  -   -689,504.089 (meters)                     COMP
 GH0608  NAD 83(1997) Y  - -5,067,221.350 (meters)                     COMP
 GH0608  NAD 83(1997) Z  -  3,799,352.170 (meters)                     COMP
 GH0608  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 GH0608  DYNAMIC HEIGHT  -        332.070 (meters)     1089.47  (feet) COMP
 GH0608  MODELED GRAVITY -    979,786.0   (mgal)                       NAVD 88
 GH0608
 GH0608  HORZ ORDER      -  SECOND
 GH0608  VERT ORDER      -  FIRST     CLASS II
 GH0608  ELLP ORDER      -  FOURTH    CLASS I
 GH0608
 GH0608.This mark is at Medford Airport (OK68)
 GH0608
 GH0608.The horizontal coordinates were established by GPS observations
 GH0608.and adjusted by the National Geodetic Survey in October 1998.
 GH0608
 GH0608.The orthometric height was determined by differential leveling and
 GH0608.adjusted by the NATIONAL GEODETIC SURVEY
 GH0608.in June 1991.
 GH0608
 GH0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0608.GEOID18 height accuracy estimate available here.
 GH0608
 GH0608.Click photographs - Photos may exist for this station.
 GH0608
 GH0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0608
 GH0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0608
 GH0608.The ellipsoidal height was determined by GPS observations
 GH0608.and is referenced to NAD 83.
 GH0608
 GH0608.The dynamic height is computed by dividing the NAVD 88
 GH0608.geopotential number by the normal gravity value computed on the
 GH0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0608.degrees latitude (g = 980.6199 gals.).
 GH0608
 GH0608.The modeled gravity was interpolated from observed gravity values.
 GH0608
 GH0608. The following values were computed from the NAD 83(1997) position.
 GH0608
 GH0608;                    North         East     Units Scale Factor Converg.
 GH0608;SPC OK N     -   199,159.702   622,426.123   MT  1.00000523   +0 08 53.8
 GH0608;SPC OK N     -   653,409.79  2,042,076.37   sFT  1.00000523   +0 08 53.8
 GH0608;UTM  14      - 4,072,824.861   611,634.338   MT  0.99975353   +0 44 58.3
 GH0608
 GH0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0608!SPC OK N     -   0.99995234  x   1.00000523  =   0.99995757
 GH0608!UTM  14      -   0.99995234  x   0.99975353  =   0.99970589
 GH0608
 GH0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1163472824(NAD 83)
 GH0608
 GH0608                          SUPERSEDED SURVEY CONTROL
 GH0608
 GH0608  NAD 83(1993)-  36 47 40.80737(N)    097 44 55.42538(W) AD(       ) 2
 GH0608  ELLIP H (11/28/94)  303.712  (m)                       GP(       ) 5 1
 GH0608  NAD 83(1986)-  36 47 40.81159(N)    097 44 55.41010(W) AD(       ) 2
 GH0608  NGVD 29             332.17   (m)         1089.8    (f) LEVELING    3  
 GH0608
 GH0608.Superseded values are not recommended for survey control.
 GH0608
 GH0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0608.See file dsdata.pdf to determine how the superseded data were derived.
 GH0608
 GH0608_MARKER: DZ = AZIMUTH MARK DISK
 GH0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0608_STAMPING: MEDPORT 1986
 GH0608_MARK LOGO: NGS
 GH0608_PROJECTION: FLUSH
 GH0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0608+STABILITY: SURFACE MOTION
 GH0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0608+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 GH0608
 GH0608  HISTORY     - Date     Condition        Report By
 GH0608  HISTORY     - 1986     MONUMENTED       NGS
 GH0608  HISTORY     - 19890301 GOOD             NGS
 GH0608  HISTORY     - 20060404 GOOD             INDIV
 GH0608
 GH0608                          STATION DESCRIPTION
 GH0608
 GH0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 GH0608'3.1 KM (1.9 MI) SOUTH FROM MEDFORD.
 GH0608'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 GH0608'2.3 KM (1.45 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0608'ROUTE 11 AT MEDFORD, THENCE 0.32 KM (0.2 MI) WEST ALONG AN ASPHALT
 GH0608'ENTRANCE ROAD LEADING TO THE MEDFORD MUNICIPAL AIRPORT, THENCE 0.40 KM
 GH0608'(0.25 MI) NORTH-NORTHWEST CROSS COUNTRY AND ALONG THE EAST SIDE OF THE
 GH0608'AIRPORT RUNWAY, AT THE EXTREME NORTHEAST CORNER OF THE RUNWAY,
 GH0608'1.6 METERS (54.4 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY,
 GH0608'13.7 METERS (45 FT) SOUTHEAST OF THE MOST EAST ONE OF SIX END RUNWAY
 GH0608'NAVIGATION LITES, 15.2 METERS (49.9 FT) EAST OF THE EAST EDGE OF THE
 GH0608'RUNWAY AND 35.0 METERS (114.7 FT) NORTH OF THE NORTH FACE OF THE MOST
 GH0608'NORTHERLY APPROACH LANDING LITES.
 GH0608'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0608
 GH0608                          STATION RECOVERY (1989)
 GH0608
 GH0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0608'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0608'FOLLOWS.
 GH0608'THE STATION IS LOCATED ABOUT 18.8 KM (11.70 MI) SOUTHEAST OF WAKITA,
 GH0608'15.2 KM (9.45 MI) NORTHEAST OF POND CREEK, AND 2.3 KM (1.45 MI)
 GH0608'SOUTHWEST OF MEDFORD, AT THE MEDFORD MUNICIPAL AIRPORT.
 GH0608'OWNERSHIP--CITY OF MEDFORD.
 GH0608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 GH0608'HIGHWAY 11 IN MEDFORD, GO SOUTHWEST ON HIGHWAY 81 FOR 2.3 KM
 GH0608'(1.45 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 GH0608'AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A GRAVELED ROAD.
 GH0608'CONTINUE WEST ON THE GRAVELED ROAD, ALONG A TAXIWAY, PASSING THE
 GH0608'AIRPORT OFFICE ON THE LEFT FOR 0.2 KM (0.10 MI) TO A RUNWAY.  TURN
 GH0608'RIGHT AND GO NORTH ON THE RUNWAY FOR 0.3 KM (0.20 MI) TO THE STATION
 GH0608'ON THE RIGHT.
 GH0608'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 35 CM ROUND
 GH0608'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 24.4 M
 GH0608'(80.1 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 16.4 M (53.8 FT)
 GH0608'SOUTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY, AND 0.4 M (1.3 FT)
 GH0608'SOUTH OF A CARSONITE WITNESS POST.
 GH0608'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GH0608
 GH0608                          STATION RECOVERY (2006)
 GH0608
 GH0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BD)
 GH0608'RECOVERED AS DESCRIBED  THE LOCATION FROM THE NORTHEAST CORNER OF THE
 GH0608'RUN WAY IS AS FOLLOWS 49.9 FT EAST OF THE EAST EDGE OF THE RUNWAY AND
 GH0608'54.4 FT SOUTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY.
 GH0608'
 GH0608'THE LOCATION OF RUNWAY LIGHTS HAS CHANGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1288 ***********************************************************************
 FJ1288  DESIGNATION -  MEEKER
 FJ1288  PID         -  FJ1288
 FJ1288  STATE/COUNTY-  OK/LINCOLN
 FJ1288  COUNTRY     -  US
 FJ1288  USGS QUAD   -  MEEKER (2018)
 FJ1288
 FJ1288                         *CURRENT SURVEY CONTROL
 FJ1288  ______________________________________________________________________
 FJ1288* NAD 83(1993) POSITION- 35 30 11.05510(N) 096 52 35.14344(W)   ADJUSTED
 FJ1288* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 FJ1288  ______________________________________________________________________
 FJ1288  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 FJ1288  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 FJ1288  HORZ ORDER      -  THIRD
 FJ1288
 FJ1288.The horizontal coordinates were established by classical geodetic methods
 FJ1288.and adjusted by the National Geodetic Survey in November 1994.
 FJ1288
 FJ1288.The orthometric height was scaled from a topographic map.
 FJ1288
 FJ1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1288.GEOID18 height accuracy estimate available here.
 FJ1288
 FJ1288.Click photographs - Photos may exist for this station.
 FJ1288
 FJ1288.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1288
 FJ1288. The following values were computed from the NAD 83(1993) position.
 FJ1288
 FJ1288;                    North         East     Units Scale Factor Converg.
 FJ1288;SPC OK N     -    56,407.343   701,936.021   MT  1.00001215   +0 39 47.1
 FJ1288;SPC OK N     -   185,063.09  2,302,935.10   sFT  1.00001215   +0 39 47.1
 FJ1288;SPC OK S     -   241,256.243   701,941.522   MT  1.00006445   +0 38 15.9
 FJ1288;SPC OK S     -   791,521.52  2,302,953.14   sFT  1.00006445   +0 38 15.9
 FJ1288;UTM  14      - 3,930,907.392   692,600.406   MT  1.00005715   +1 14 01.1
 FJ1288
 FJ1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1288!SPC OK N     -   0.99995785  x   1.00001215  =   0.99997000
 FJ1288!SPC OK S     -   0.99995785  x   1.00006445  =   1.00002230
 FJ1288!UTM  14      -   0.99995785  x   1.00005715  =   1.00001500
 FJ1288
 FJ1288:                Primary Azimuth Mark                     Grid Az
 FJ1288:SPC OK N     -  MEEKER AZ MK                             180 36 45.4
 FJ1288:SPC OK S     -  MEEKER AZ MK                             180 38 16.6
 FJ1288:UTM  14      -  MEEKER AZ MK                             180 02 31.4
 FJ1288
 FJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9260030907(NAD 83)
 FJ1288
 FJ1288|---------------------------------------------------------------------|
 FJ1288| PID    Reference Object                     Distance      Geod. Az  |
 FJ1288|                                                           dddmmss.s |
 FJ1288| CI2497 MEEKER RM 1                          18.045 METERS 09106     |
 FJ1288| CI2496 MEEKER AZ MK                                       1811632.5 |
 FJ1288| CI2498 MEEKER RM 2                          15.458 METERS 19731     |
 FJ1288| FJ1286 SHELL PIPELINE RAY STATION TK       APPROX. 6.3 KM 2724715.2 |
 FJ1288| FJ1285 MEEKER MUNICIPAL TANK               APPROX. 2.3 KM 2735800.3 |
 FJ1288|---------------------------------------------------------------------|
 FJ1288
 FJ1288                          SUPERSEDED SURVEY CONTROL
 FJ1288
 FJ1288  NAD 83(1986)-  35 30 11.06121(N)    096 52 35.12415(W) AD(       ) 3
 FJ1288  NAD 27      -  35 30 10.82013(N)    096 52 34.04493(W) AD(       ) 3
 FJ1288
 FJ1288.Superseded values are not recommended for survey control.
 FJ1288
 FJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1288.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1288
 FJ1288_MARKER: DS = TRIANGULATION STATION DISK
 FJ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1288_STAMPING: MEEKER 1955
 FJ1288_MARK LOGO: CGS
 FJ1288_PROJECTION: PROJECTING
 FJ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1288+STABILITY: SURFACE MOTION
 FJ1288
 FJ1288  HISTORY     - Date     Condition        Report By
 FJ1288  HISTORY     - 1955     MONUMENTED       CGS
 FJ1288
 FJ1288                          STATION DESCRIPTION
 FJ1288
 FJ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1288'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF THE TOWN OF
 FJ1288'MEEKER, ON THE WEST SIDE OF THE NORTHWEST QUARTER OF SECTION 22,
 FJ1288'T 12 N, R 4 E, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 62.
 FJ1288'
 FJ1288'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND STATE
 FJ1288'HIGHWAY 18, 1/2 MILE EAST OF MEEKER, GO EAST ON U.S. 62 FOR
 FJ1288'1 MILE TO A CROSSROAD AND STATION IN THE SOUTHEAST ANGLE.
 FJ1288'
 FJ1288'THE STATION MARK IS 59 FEET SOUTH OF THE CENTER OF U.S.
 FJ1288'HIGHWAY 62, 49 FEET EAST OF THE CENTER OF A DIRT CROSSROAD,
 FJ1288'12 FEET EAST OF A TELEPHONE POLE, AND 4 FEET EAST OF A WITNESS
 FJ1288'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FJ1288'MEEKER 1955.
 FJ1288'
 FJ1288'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 59 FEET SOUTH OF
 FJ1288'U.S. HIGHWAY 62.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FJ1288'STAMPED MEEKER NO 1 1955.
 FJ1288'
 FJ1288'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 49 FEET SOUTH
 FJ1288'OF A TELEPHONE POLE AND 35 FEET EAST OF THE CENTER OF A DIRT
 FJ1288'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FJ1288'MEEKER NO 2 1955.
 FJ1288'
 FJ1288'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE SOUTH OF THE STATION,
 FJ1288'IS 30 FEET EAST OF THE CENTER OF A DIRT ROAD, 3 FEET NORTH
 FJ1288'OF A WITNESS POST, AND 1 FOOT EAST OF AN OLD FENCE LINE.  THE
 FJ1288'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MEEKER 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1285 ***********************************************************************
 FJ1285  DESIGNATION -  MEEKER MUNICIPAL TANK
 FJ1285  PID         -  FJ1285
 FJ1285  STATE/COUNTY-  OK/LINCOLN
 FJ1285  COUNTRY     -  US
 FJ1285  USGS QUAD   -  MEEKER (2018)
 FJ1285
 FJ1285                         *CURRENT SURVEY CONTROL
 FJ1285  ______________________________________________________________________
 FJ1285* NAD 83(1993) POSITION- 35 30 16.28479(N) 096 54 07.54669(W)   ADJUSTED
 FJ1285  ______________________________________________________________________
 FJ1285  GEOID HEIGHT    -        -27.531 (meters)                     GEOID18
 FJ1285  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 FJ1285  HORZ ORDER      -  THIRD
 FJ1285
 FJ1285.The horizontal coordinates were established by classical geodetic methods
 FJ1285.and adjusted by the National Geodetic Survey in November 1994.
 FJ1285
 FJ1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1285.GEOID18 height accuracy estimate available here.
 FJ1285
 FJ1285.Click photographs - Photos may exist for this station.
 FJ1285
 FJ1285.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1285
 FJ1285. The following values were computed from the NAD 83(1993) position.
 FJ1285
 FJ1285;                    North         East     Units Scale Factor Converg.
 FJ1285;SPC OK N     -    56,541.869   699,605.608   MT  1.00001186   +0 38 52.5
 FJ1285;SPC OK N     -   185,504.45  2,295,289.40   sFT  1.00001186   +0 38 52.5
 FJ1285;SPC OK S     -   241,391.794   699,611.045   MT  1.00006485   +0 37 23.5
 FJ1285;SPC OK S     -   791,966.24  2,295,307.24   sFT  1.00006485   +0 37 23.5
 FJ1285;UTM  14      - 3,931,018.703   690,268.676   MT  1.00004614   +1 13 07.5
 FJ1285
 FJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9026831018(NAD 83)
 FJ1285
 FJ1285                          SUPERSEDED SURVEY CONTROL
 FJ1285
 FJ1285  NAD 83(1986)-  35 30 16.29116(N)    096 54 07.52741(W) AD(       ) 3
 FJ1285  NAD 27      -  35 30 16.05125(N)    096 54 06.44191(W) AD(       ) 3
 FJ1285
 FJ1285.Superseded values are not recommended for survey control.
 FJ1285
 FJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1285.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1285
 FJ1285_MARKER: 53 = ELEVATED TANK
 FJ1285
 FJ1285  HISTORY     - Date     Condition        Report By
 FJ1285  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1285
 FJ1285                          STATION DESCRIPTION
 FJ1285
 FJ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1285'THE STATION IS THE BALL ATOP THE METAL TANK AT THE NORTH
 FJ1285'EDGE OF THE TOWN OF MEEKER.  IT IS ELEVATED BY A FOUR LEGGED
 FJ1285'SKELETON FRAMEWORK APPROXIMATELY 150 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0759 ***********************************************************************
 EL0759  DESIGNATION -  MEGAS
 EL0759  PID         -  EL0759
 EL0759  STATE/COUNTY-  OK/COAL
 EL0759  COUNTRY     -  US
 EL0759  USGS QUAD   -  OLNEY (2018)
 EL0759
 EL0759                         *CURRENT SURVEY CONTROL
 EL0759  ______________________________________________________________________
 EL0759* NAD 83(1993) POSITION- 34 26 58.09943(N) 096 17 13.08066(W)   ADJUSTED
 EL0759* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 EL0759  ______________________________________________________________________
 EL0759  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 EL0759  LAPLACE CORR    -         -7.98  (seconds)                    DEFLEC18
 EL0759  HORZ ORDER      -  SECOND
 EL0759
 EL0759.The horizontal coordinates were established by classical geodetic methods
 EL0759.and adjusted by the National Geodetic Survey in November 1994.
 EL0759
 EL0759.The orthometric height was scaled from a topographic map.
 EL0759
 EL0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0759.GEOID18 height accuracy estimate available here.
 EL0759
 EL0759.Click photographs - Photos may exist for this station.
 EL0759
 EL0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0759
 EL0759. The following values were computed from the NAD 83(1993) position.
 EL0759
 EL0759;                    North         East     Units Scale Factor Converg.
 EL0759;SPC OK S     -   125,141.228   757,402.585   MT  0.99993869   +0 58 20.4
 EL0759;SPC OK S     -   410,567.51  2,484,911.65   sFT  0.99993869   +0 58 20.4
 EL0759;UTM  14      - 3,815,334.018   749,249.224   MT  1.00036583   +1 32 07.8
 EL0759
 EL0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0759!SPC OK S     -   0.99996080  x   0.99993869  =   0.99989949
 EL0759!UTM  14      -   0.99996080  x   1.00036583  =   1.00032662
 EL0759
 EL0759:                Primary Azimuth Mark                     Grid Az
 EL0759:SPC OK S     -  LEHIGH MUNICIPAL TANK                    070 55 51.7
 EL0759:UTM  14      -  LEHIGH MUNICIPAL TANK                    070 22 04.3
 EL0759
 EL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4924915334(NAD 83)
 EL0759
 EL0759|---------------------------------------------------------------------|
 EL0759| PID    Reference Object                     Distance      Geod. Az  |
 EL0759|                                                           dddmmss.s |
 EL0759| EL0708 COALGATE MUNICIPAL TANK             APPROX.11.1 KM 0271109.1 |
 EL0759| EL0758 GIANT                                 7.350 METERS 05853     |
 EL0759| EL0726 LEHIGH MUNICIPAL TANK               APPROX. 6.9 KM 0715412.1 |
 EL0759| EL0721 ATOKA RAILROAD WATER TANK           APPROX.16.7 KM 1143857.1 |
 EL0759| EL0732 ATOKA EAST MUNICIPAL TANK           APPROX.16.0 KM 1163806.1 |
 EL0759| EL0730 ATOKA WEST MUNICIPAL TANK           APPROX.15.9 KM 1163907.1 |
 EL0759| CY1635 MEGAS RM 1                           14.498 METERS 12319     |
 EL0759| CY1636 MEGAS RM 2                            9.398 METERS 22559     |
 EL0759|---------------------------------------------------------------------|
 EL0759
 EL0759                          SUPERSEDED SURVEY CONTROL
 EL0759
 EL0759  NAD 83(1986)-  34 26 58.10427(N)    096 17 13.07272(W) AD(       ) 2
 EL0759  NAD 27      -  34 26 57.77170(N)    096 17 12.07800(W) AD(       ) 2
 EL0759
 EL0759.Superseded values are not recommended for survey control.
 EL0759
 EL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0759.See file dsdata.pdf to determine how the superseded data were derived.
 EL0759
 EL0759_MARKER: DS = TRIANGULATION STATION DISK
 EL0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0759_STAMPING: MEGAS 1955
 EL0759_MARK LOGO: CGS
 EL0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0759+STABILITY: SURFACE MOTION
 EL0759
 EL0759  HISTORY     - Date     Condition        Report By
 EL0759  HISTORY     - 1955     MONUMENTED       CGS
 EL0759
 EL0759                          STATION DESCRIPTION
 EL0759
 EL0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0759'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, TIMBERED
 EL0759'HILL, ABOUT 7 MILES AIRLINE SOUTHWEST OF COALGATE, 10 MILES
 EL0759'AIRLINE WEST-NORTHWEST OF ATOKA, AND 4 MILES AIRLINE
 EL0759'WEST-SOUTHWEST OF LEHIGH.
 EL0759'
 EL0759'TO REACH THE STATION FROM THE POST OFFICE IN LEHIGH GO SOUTHEAST
 EL0759'ON U.S. HIGHWAY 69 FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT
 EL0759'AND GO WEST 0.8 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD AND
 EL0759'GO WEST AND SOUTH 1.4 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 EL0759'RIGHT AND GO WEST 2.0 MILES TO A CROSS ROAD.  KEEP STRAIGHT AHEAD
 EL0759'AND GO WEST 0.45 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 EL0759'ABOUT 60 FEET TO A FORK.  KEEP STRAIGHT AHEAD, WEST, ON THE
 EL0759'LEFT FORK AND GO 0.7 MILE TO A FORK.  TAKE THE DIM LEFT FORK
 EL0759'AND GO NORTHWEST 0.1 MILE TO THE HIGHEST POINT OF THE HILL
 EL0759'AND THE STATION.
 EL0759'
 EL0759'THE STATION MARK IS A STANDARD DISK STAMPED MEGAS 1955 SET IN
 EL0759'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 EL0759'ABOVE THE GROUND.  IT IS 10 FEET SOUTH OF A WITNESS POST.
 EL0759'
 EL0759'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MEGAS NO 1
 EL0759'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0759'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN
 EL0759'THE STATION.
 EL0759'
 EL0759'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MEGAS NO 2
 EL0759'1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 EL0759'4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION.
 EL0759'
 EL0759'GIANT (USGS) IS A BLAZED 14-INCH OAK TREE THAT IS THE LARGEST
 EL0759'ON THE SUMMIT AND IS ON GROUND THAT IS THE SAME ELEVATION
 EL0759'AS THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0610 ***********************************************************************
 EM0610  DESIGNATION -  MENOHER 43
 EM0610  PID         -  EM0610
 EM0610  STATE/COUNTY-  OK/COMANCHE
 EM0610  COUNTRY     -  US
 EM0610  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0610
 EM0610                         *CURRENT SURVEY CONTROL
 EM0610  ______________________________________________________________________
 EM0610* NAD 83(1993) POSITION- 34 39 16.73984(N) 098 18 28.83912(W)   ADJUSTED
 EM0610* NAVD 88 ORTHO HEIGHT -   393.    (meters)     1289.    (feet) SCALED
 EM0610  ______________________________________________________________________
 EM0610  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 EM0610  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 EM0610  HORZ ORDER      -  THIRD
 EM0610
 EM0610.The horizontal coordinates were established by classical geodetic methods
 EM0610.and adjusted by the National Geodetic Survey in November 1994.
 EM0610
 EM0610.The orthometric height was scaled from a topographic map.
 EM0610
 EM0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0610.GEOID18 height accuracy estimate available here.
 EM0610
 EM0610.Click photographs - Photos may exist for this station.
 EM0610
 EM0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0610
 EM0610. The following values were computed from the NAD 83(1993) position.
 EM0610
 EM0610;                    North         East     Units Scale Factor Converg.
 EM0610;SPC OK S     -   146,608.093   571,766.459   MT  0.99993670   -0 10 29.4
 EM0610;SPC OK S     -   480,996.72  1,875,870.46   sFT  0.99993670   -0 10 29.4
 EM0610;UTM  14      - 3,834,963.891   563,409.856   MT  0.99964956   +0 23 36.6
 EM0610
 EM0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0610!SPC OK S     -   0.99994235  x   0.99993670  =   0.99987906
 EM0610!UTM  14      -   0.99994235  x   0.99964956  =   0.99959193
 EM0610
 EM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6340934963(NAD 83)
 EM0610
 EM0610                          SUPERSEDED SURVEY CONTROL
 EM0610
 EM0610  NAD 83(1986)-  34 39 16.74488(N)    098 18 28.82522(W) AD(       ) 3
 EM0610  NAD 83(1986)-  34 39 16.74370(N)    098 18 28.82338(W) AD(       ) 3
 EM0610  NAD 27      -  34 39 16.47800(N)    098 18 27.64700(W) AD(       ) 3
 EM0610
 EM0610.Superseded values are not recommended for survey control.
 EM0610
 EM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0610.See file dsdata.pdf to determine how the superseded data were derived.
 EM0610
 EM0610_MARKER: I = METAL ROD
 EM0610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0610+STABILITY: SURFACE MOTION
 EM0610
 EM0610  HISTORY     - Date     Condition        Report By
 EM0610  HISTORY     - 1945     MONUMENTED       USA
 EM0610
 EM0610                          STATION DESCRIPTION
 EM0610
 EM0610'DESCRIBED BY US ARMY 1945
 EM0610'ON SUMMIT OF MENOHER HILL A LOW LYING GRASS COVERED HILL ONE
 EM0610'MILE NE OF ARBUCKLE HILL.  STATION NOT VISITED.  WOOD QUAD
 EM0610'SIGNAL LOCATED BY INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0975 ***********************************************************************
 GH0975  DESIGNATION -  MERAMEC
 GH0975  PID         -  GH0975
 GH0975  STATE/COUNTY-  OK/PAWNEE
 GH0975  COUNTRY     -  US
 GH0975  USGS QUAD   -  WEST POINT (2018)
 GH0975
 GH0975                         *CURRENT SURVEY CONTROL
 GH0975  ______________________________________________________________________
 GH0975* NAD 83(1993) POSITION- 36 14 25.35338(N) 096 45 04.75918(W)   ADJUSTED
 GH0975* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 GH0975  ______________________________________________________________________
 GH0975  GEOID HEIGHT    -        -28.346 (meters)                     GEOID18
 GH0975  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 GH0975  HORZ ORDER      -  FIRST
 GH0975
 GH0975.The horizontal coordinates were established by classical geodetic methods
 GH0975.and adjusted by the National Geodetic Survey in November 1994.
 GH0975
 GH0975.The orthometric height was scaled from a topographic map.
 GH0975
 GH0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0975.GEOID18 height accuracy estimate available here.
 GH0975
 GH0975.Click photographs - Photos may exist for this station.
 GH0975
 GH0975.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0975
 GH0975. The following values were computed from the NAD 83(1993) position.
 GH0975
 GH0975;                    North         East     Units Scale Factor Converg.
 GH0975;SPC OK N     -   138,345.309   712,233.626   MT  0.99994622   +0 44 12.9
 GH0975;SPC OK N     -   453,887.90  2,336,719.82   sFT  0.99994622   +0 44 12.9
 GH0975;UTM  14      - 4,012,955.043   702,066.931   MT  1.00010311   +1 19 47.3
 GH0975
 GH0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0975!SPC OK N     -   0.99995044  x   0.99994622  =   0.99989667
 GH0975!UTM  14      -   0.99995044  x   1.00010311  =   1.00005355
 GH0975
 GH0975:                Primary Azimuth Mark                     Grid Az
 GH0975:SPC OK N     -  MERAMEC AZ MK                            133 03 30.1
 GH0975:UTM  14      -  MERAMEC AZ MK                            132 27 55.7
 GH0975
 GH0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0206612955(NAD 83)
 GH0975
 GH0975|---------------------------------------------------------------------|
 GH0975| PID    Reference Object                     Distance      Geod. Az  |
 GH0975|                                                           dddmmss.s |
 GH0975| CI2436 MERAMEC RM 1                         33.260 METERS 04203     |
 GH0975| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX.16.7 KM 0942337.8 |
 GH0975| GH0968 JENNINGS MUNICIPAL TANK             APPROX.17.7 KM 1111727.4 |
 GH0975| CI2435 MERAMEC AZ MK                                      1334743.0 |
 GH0975| CI2437 MERAMEC RM 2                         32.815 METERS 14712     |
 GH0975| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX.16.2 KM 2533938.0 |
 GH0975| GH0996 PAWNEE MUNICIPAL TANK               APPROX.10.4 KM 3355747.3 |
 GH0975| GH0991 PAWNEE MUNICIPAL STANDPIPE          APPROX.11.1 KM 3373119.5 |
 GH0975| GH0994 PAWNEE OKLA HWY PAT RAD MAST        APPROX.14.2 KM 3414044.2 |
 GH0975|---------------------------------------------------------------------|
 GH0975
 GH0975                          SUPERSEDED SURVEY CONTROL
 GH0975
 GH0975  NAD 83(1986)-  36 14 25.36625(N)    096 45 04.74382(W) AD(       ) 1
 GH0975  NAD 27      -  36 14 25.15158(N)    096 45 03.62595(W) AD(       ) 1
 GH0975
 GH0975.Superseded values are not recommended for survey control.
 GH0975
 GH0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0975.See file dsdata.pdf to determine how the superseded data were derived.
 GH0975
 GH0975_MARKER: DS = TRIANGULATION STATION DISK
 GH0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0975_STAMPING: MERAMEC 1935
 GH0975_MARK LOGO: CGS
 GH0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0975+STABILITY: SURFACE MOTION
 GH0975
 GH0975  HISTORY     - Date     Condition        Report By
 GH0975  HISTORY     - 1935     MONUMENTED       CGS
 GH0975  HISTORY     - 1938     GOOD             CGS
 GH0975  HISTORY     - 1963     GOOD             CGS
 GH0975
 GH0975                          STATION DESCRIPTION
 GH0975
 GH0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0975'IN THE NORTHEAST QUARTER OF SECTION 3, T. 20 N., R. 5 E.,
 GH0975'6.5 MILES SOUTH AND 1.5 MILES EAST OF PAWNEE, ON A BARE HILLTOP,
 GH0975'ON LAND OWNED BY A WINFIELD, KANSAS, BANK.
 GH0975'
 GH0975'TO REACH FROM CROSSROADS AND FILLING STATION ON STATE HIGHWAY
 GH0975'18, 7.0 MILES SOUTH OF PAWNEE AND 8.0 MILES NORTH OF THE
 GH0975'JUNCTION OF STATE HIGHWAYS 51 AND 18, GO EAST FROM FILLING
 GH0975'STATION FOR 2.0 MILES TO CROSSROADS, TURN LEFT (NORTH) AND
 GH0975'GO 0.5 MILE TO A WIRE GATE ON WEST SIDE OF ROAD, TURN LEFT
 GH0975'THROUGH GATE AND GO 0.3 MILE NORTHWEST ACROSS PASTURE LAND TO
 GH0975'HIGHEST POINT AND STATION.
 GH0975'
 GH0975'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GH0975'BRONZE DISKS IN CONCRETE.
 GH0975'
 GH0975'REFERENCE MARK NO. 1 IS EAST OF STATION.  REFERENCE MARK NO. 2
 GH0975'IS SOUTH OF STATION.
 GH0975'
 GH0975'TO REACH AZIMUTH MARK GO SOUTHEAST ACROSS PASTURE FROM STATION
 GH0975'TO GATE, PASS THROUGH GATE, TURN RIGHT (SOUTH) AND GO 0.1
 GH0975'MILE TO MARK.  MARK IS SET 30 FEET EAST OF CENTER LINE OF ROAD IN
 GH0975'NORTH-SOUTH FENCE LINE.
 GH0975'
 GH0975'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 GH0975
 GH0975                          STATION RECOVERY (1938)
 GH0975
 GH0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0975'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 7.5 MILES
 GH0975'SOUTHEAST OF PAWNEE, ABOUT 10 MILES EAST OF GLENCOE, 9.0 MILES
 GH0975'NORTH-NORTHEAST OF YALE, IN THE NORTHEAST QUARTER OF SECTION
 GH0975'3, T. 20 N., R. 5 E., ON LAND OWNED BY A WINFIELD, KANSAS BANK.
 GH0975'IT IS ON THE HIGHEST POINT OF A BARE HILL.
 GH0975'
 GH0975'TO REACH FROM THE STOPLIGHT ON MAIN STREET IN STILLWATER,
 GH0975'GO EAST ON STATE HIGHWAY 51 FOR 16.3 MILES TO INTERSECTION
 GH0975'OF STATE HIGHWAY 18, TURN NORTH ON STATE HIGHWAY 18 AND GO
 GH0975'7.1 MILE TO A CROSS ROAD AT A SERVICE STATION, THENCE EAST
 GH0975'2.0 MILES TO ANOTHER CROSS ROAD, THENCE NORTH 0.5 MILE TO A
 GH0975'WIRE GATE ON THE WEST SIDE OF ROAD, PASS THROUGH GATE AND GO
 GH0975'NORTHWEST ACROSS PASTURE FOR 0.3 MILE TO HIGHEST POINT AND
 GH0975'STATION.
 GH0975'
 GH0975'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0975'BRONZE DISKS SET IN CONCRETE.
 GH0975'
 GH0975'REFERENCE MARK NO. 1 IS 33.260 METERS NORTHEAST OF THE STATION.
 GH0975'REFERENCE MARK NO. 2 IS 32.815 METERS SOUTH-SOUTHEAST OF THE
 GH0975'STATION.
 GH0975'
 GH0975'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 0.1 MILE
 GH0975'SOUTH OF WIRE GATE MENTIONED IN DIRECTIONS ABOVE, AND 30 FEET
 GH0975'EAST OF CENTER LINE OF ROAD, IN NORTH-SOUTH FENCE LINE.
 GH0975'
 GH0975'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GH0975
 GH0975                          STATION RECOVERY (1963)
 GH0975
 GH0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0975'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 GH0975'RECOVERED AS DESCRIBED.  HOWEVER, ALL THE MARKS ARE STAMPED
 GH0975'MERAMEC 1935.  ON THE GEOGRAPHIC POSITION LISTING IT IS SPELLED
 GH0975'MEREMAC 1935.  THE LAND IS NOW OWNED BY WILBER J. ROBINSON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1128 ***********************************************************************
 FJ1128  DESIGNATION -  MERVELDT
 FJ1128  PID         -  FJ1128
 FJ1128  STATE/COUNTY-  OK/CANADIAN
 FJ1128  COUNTRY     -  US
 FJ1128  USGS QUAD   -  EL RENO (2018)
 FJ1128
 FJ1128                         *CURRENT SURVEY CONTROL
 FJ1128  ______________________________________________________________________
 FJ1128* NAD 83(1993) POSITION- 35 34 50.07856(N) 097 54 57.71069(W)   ADJUSTED
 FJ1128* NAVD 88 ORTHO HEIGHT -   425.1   (meters)     1395.    (feet) VERTCON3
 FJ1128  ______________________________________________________________________
 FJ1128  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FJ1128  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 FJ1128  HORZ ORDER      -  FIRST
 FJ1128
 FJ1128.The horizontal coordinates were established by classical geodetic methods
 FJ1128.and adjusted by the National Geodetic Survey in November 1994.
 FJ1128
 FJ1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1128
 FJ1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1128.GEOID18 height accuracy estimate available here.
 FJ1128
 FJ1128.Click photographs - Photos may exist for this station.
 FJ1128
 FJ1128.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1128
 FJ1128. The following values were computed from the NAD 83(1993) position.
 FJ1128
 FJ1128;                    North         East     Units Scale Factor Converg.
 FJ1128;SPC OK N     -    64,420.215   607,610.843   MT  0.99999750   +0 02 58.4
 FJ1128;SPC OK N     -   211,351.99  1,993,469.91   sFT  0.99999750   +0 02 58.4
 FJ1128;UTM  14      - 3,937,970.572   598,212.165   MT  0.99971886   +0 37 50.7
 FJ1128
 FJ1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1128!SPC OK N     -   0.99993753  x   0.99999750  =   0.99993503
 FJ1128!UTM  14      -   0.99993753  x   0.99971886  =   0.99965641
 FJ1128
 FJ1128:                Primary Azimuth Mark                     Grid Az
 FJ1128:SPC OK N     -  MERVELDT AZ MK                           268 29 48.7
 FJ1128:UTM  14      -  MERVELDT AZ MK                           267 54 56.4
 FJ1128
 FJ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9821237970(NAD 83)
 FJ1128
 FJ1128|---------------------------------------------------------------------|
 FJ1128| PID    Reference Object                     Distance      Geod. Az  |
 FJ1128|                                                           dddmmss.s |
 FJ1128| CL4878 MERVELDT RM 1                        19.550 METERS 12900     |
 FJ1128| FJ1120 EL RENO SOUTH MUNICIPAL TANK        APPROX. 7.3 KM 2070129.3 |
 FJ1128| FK0539 EL RENO FEDERAL REF W TANK          APPROX. 9.8 KM 2381606.4 |
 FJ1128| CL4877 MERVELDT AZ MK                                     2683247.1 |
 FJ1128| FJ1129 CONCHO IND AGENCY W TANK            APPROX. 7.7 KM 2944932.1 |
 FJ1128| FJ1125 CONCHO IND AGENCY E TANK            APPROX. 7.5 KM 2954050.4 |
 FJ1128| CL4879 MERVELDT RM 2                        22.720 METERS 34949     |
 FJ1128|---------------------------------------------------------------------|
 FJ1128
 FJ1128                          SUPERSEDED SURVEY CONTROL
 FJ1128
 FJ1128  NAD 83(1986)-  35 34 50.08339(N)    097 54 57.69571(W) AD(       ) 1
 FJ1128  NAD 27      -  35 34 49.90254(N)    097 54 56.52258(W) AD(       ) 1
 FJ1128  NGVD 29 (07/19/86)  424.9    (m)         1394.     (f) VERT ANG       
 FJ1128
 FJ1128.Superseded values are not recommended for survey control.
 FJ1128
 FJ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1128.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1128
 FJ1128_MARKER: DS = TRIANGULATION STATION DISK
 FJ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1128_STAMPING: MERVELDT 1968
 FJ1128_MARK LOGO: CGS
 FJ1128_PROJECTION: FLUSH
 FJ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1128+STABILITY: SURFACE MOTION
 FJ1128
 FJ1128  HISTORY     - Date     Condition        Report By
 FJ1128  HISTORY     - 1968     MONUMENTED       CGS
 FJ1128
 FJ1128                          STATION DESCRIPTION
 FJ1128
 FJ1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1128'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF EL RENO, 10-1/2
 FJ1128'MILES SOUTH-SOUTHEAST OF OKARCHE.  2.4 MILES EAST OF U.S. HIGHWAY
 FJ1128'81, IN THE SOUTHWEST 1/4 OF SECTION 23--T 13 N.  R 7 W AND ON
 FJ1128'PROPERTY WHICH IS OWNED AND OCCUPIED BY A MR. H. MERVELDT AND
 FJ1128'AND HIS SON.
 FJ1128'
 FJ1128'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 66
 FJ1128'IN EL RENO.  GO NORTH OF U.S. HIGHWAY 81 FOR 3.35 MILES TO A
 FJ1128'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0
 FJ1128'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST
 FJ1128'ANGLE.  CONTINUE EAST ON GRAVELED ROAD FOR 0.4 MILE TO THE
 FJ1128'STATION MARK ON THE LEFT, NORTH SIDE OF ROAD.
 FJ1128'
 FJ1128'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 FJ1128'MONUMENTS.
 FJ1128'
 FJ1128'STATION MARK DISK IS STAMPED MERVELDT 1968 AND THE MARK IS
 FJ1128'FLUSH WITH THE GROUND.  MARK IS 82 FEET NORTH OF THE APPROXIMATE
 FJ1128'CENTER OF AN EAST-WEST GRAVELED ROAD.  33.3 FEET WEST-SOUTHWEST OF
 FJ1128'THE WEST GATE POST OF A METAL GATE, 16.1 FEET SOUTHEAST OF A
 FJ1128'T-FENCE CORNER, 11.7 FEET SOUTH OF AN EAST-WEST FENCELINE, 11.5
 FJ1128'FEET SOUTH OF A METAL WITNESS POST AND 10.0 FEET EAST OF A
 FJ1128'NORTH-SOUTH FENCELINE.
 FJ1128'
 FJ1128'REFERENCE MARK NUMBER 1 DISKIS STAMPED MERVELDT NO 1 1968 AND
 FJ1128'THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS 55.0 FEET SOUTH-SOUTHEAST
 FJ1128'OF THE WEST GATE POST OF THE METAL GATE, 44 FEET NORTH
 FJ1128'OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND
 FJ1128'0.8 FEET WEST OF A NORTH-SOUTH FENCELINE.
 FJ1128'
 FJ1128'REFERENCE MARK NUMBER 2 DISK IS STAMPED MERVELDT NO 2 1968 AND
 FJ1128'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 62.7
 FJ1128'FEET NORTH OF THE METAL WITNESS POST, 58 FEET WEST OF THE
 FJ1128'APPROXIMATE CENTER OF A NORTH-SOUTH TRACK ROAD, 25.0 FEET NORTH
 FJ1128'OF A T-FENCE CORNER AND 0.5 FEET EAST OF A NORTH-SOUTH FENCELINE.
 FJ1128'
 FJ1128'AZIMUTH MARK DISK IS STAMPED MERVELDT 1968 AND THE MARK IS
 FJ1128'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 49-1/2 FEET
 FJ1128'NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF TWO
 FJ1128'GRAVELED ROADS, 4.6 FEET EAST OF A METAL WITNESS POST AND FENCE
 FJ1128'CORNER, 6.0 FEET EAST OF A POWERLINE POLE AND 0.8 FEET SOUTH OF
 FJ1128'AN EAST-WEST FENCELINE.
 FJ1128'
 FJ1128'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0804 ***********************************************************************
 EM0804  DESIGNATION -  METRO
 EM0804  PID         -  EM0804
 EM0804  STATE/COUNTY-  OK/COMANCHE
 EM0804  COUNTRY     -  US
 EM0804  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0804
 EM0804                         *CURRENT SURVEY CONTROL
 EM0804  ______________________________________________________________________
 EM0804* NAD 83(2011) POSITION- 34 42 21.38425(N) 098 34 21.30578(W)   ADJUSTED
 EM0804* NAD 83(2011) ELLIP HT-   437.536 (meters)        (06/27/12)   ADJUSTED
 EM0804* NAD 83(2011) EPOCH   -  2010.00
 EM0804* NAVD 88 ORTHO HEIGHT -   463.2   (meters)     1520.    (feet) VERTCON3
 EM0804  ______________________________________________________________________
 EM0804  GEOID HEIGHT    -        -25.543 (meters)                     GEOID18
 EM0804  NAD 83(2011) X  -   -782,491.603 (meters)                     COMP
 EM0804  NAD 83(2011) Y  - -5,190,781.729 (meters)                     COMP
 EM0804  NAD 83(2011) Z  -  3,611,345.433 (meters)                     COMP
 EM0804  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 EM0804
 EM0804  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0804  Standards:
 EM0804         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0804            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0804  -------------------------------------------------------------------
 EM0804  NETWORK    4.25   5.68           1.80   1.62   2.90     -0.31506782
 EM0804  -------------------------------------------------------------------
 EM0804  Click here for local accuracies and other accuracy information.
 EM0804
 EM0804.The horizontal coordinates were established by GPS observations
 EM0804.and adjusted by the National Geodetic Survey in June 2012.
 EM0804
 EM0804.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0804.been affixed to the stable North American tectonic plate. See 
 EM0804.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0804
 EM0804.The horizontal coordinates are valid at the epoch date displayed above
 EM0804.which is a decimal equivalence of Year/Month/Day.
 EM0804
 EM0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0804
 EM0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0804.GEOID18 height accuracy estimate available here.
 EM0804
 EM0804.Click photographs - Photos may exist for this station.
 EM0804
 EM0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0804
 EM0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0804
 EM0804.The ellipsoidal height was determined by GPS observations
 EM0804.and is referenced to NAD 83.
 EM0804
 EM0804. The following values were computed from the NAD 83(2011) position.
 EM0804
 EM0804;                    North         East     Units Scale Factor Converg.
 EM0804;SPC OK S     -   152,403.286   547,546.986   MT  0.99993819   -0 19 30.0
 EM0804;SPC OK S     -   500,009.78  1,796,410.40   sFT  0.99993819   -0 19 30.0
 EM0804;UTM  14      - 3,840,516.851   539,141.476   MT  0.99961888   +0 14 36.1
 EM0804
 EM0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0804!SPC OK S     -   0.99993132  x   0.99993819  =   0.99986952
 EM0804!UTM  14      -   0.99993132  x   0.99961888  =   0.99955023
 EM0804
 EM0804:                Primary Azimuth Mark                     Grid Az
 EM0804:SPC OK S     -  GRASS 1945                               077 22 09.6
 EM0804:UTM  14      -  GRASS 1945                               076 48 03.5
 EM0804
 EM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3914140516(NAD 83)
 EM0804
 EM0804|---------------------------------------------------------------------|
 EM0804| PID    Reference Object                     Distance      Geod. Az  |
 EM0804|                                                           dddmmss.s |
 EM0804| EM0810 GRASS 1945                          APPROX. 1.6 KM 0770239.6 |
 EM0804|---------------------------------------------------------------------|
 EM0804
 EM0804                          SUPERSEDED SURVEY CONTROL
 EM0804
 EM0804  NAD 83(2007)-  34 42 21.38406(N)    098 34 21.30627(W) AD(2002.00) 0
 EM0804  ELLIP H (02/10/07)  437.560  (m)                       GP(2002.00)    
 EM0804  ELLIP H (06/19/02)  437.567  (m)                       GP(       ) 5 1
 EM0804  NAD 83(1993)-  34 42 21.38537(N)    098 34 21.30652(W) AD(       ) 1
 EM0804  ELLIP H (11/28/94)  437.602  (m)                       GP(       ) 5 1
 EM0804  NAD 83(1986)-  34 42 21.39155(N)    098 34 21.29171(W) AD(       ) 1
 EM0804  NAD 83(1986)-  34 42 21.39102(N)    098 34 21.29174(W) AD(       ) 3
 EM0804  NAD 27      -  34 42 21.14100(N)    098 34 20.06900(W) AD(       ) 3
 EM0804  NGVD 29 (12/08/88)  463.1    (m)  RAPSU86  model used  GPS OBS        
 EM0804
 EM0804.Superseded values are not recommended for survey control.
 EM0804
 EM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0804.See file dsdata.pdf to determine how the superseded data were derived.
 EM0804
 EM0804_MARKER: DD = SURVEY DISK
 EM0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0804_STAMPING: METRO 1948
 EM0804_MARK LOGO: USACE
 EM0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0804+STABILITY: SURFACE MOTION
 EM0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0804+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2015
 EM0804
 EM0804  HISTORY     - Date     Condition        Report By
 EM0804  HISTORY     - 1948     MONUMENTED       USACE
 EM0804  HISTORY     - 1945     GOOD             CGS
 EM0804  HISTORY     - 1988     GOOD             NGS
 EM0804  HISTORY     - 19991220 GOOD             LOCSUR
 EM0804  HISTORY     - 20151110 GOOD             GEOCAC
 EM0804
 EM0804                          STATION DESCRIPTION
 EM0804
 EM0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EM0804'SUMMIT OF METRO HILL, A LOW LYING HILL ABOUT 1-1/4 MILES E
 EM0804'OF KETCH LAKE.  MARKED BY THE CENTER OF A METAL WASHER CEMENTED
 EM0804'IN ROCK OUTCROP ABOUT 100 YDS. NE OF HOUSE ALONG BLUE BEAVER
 EM0804'ROAD QUAD SIGNAL.
 EM0804
 EM0804                          STATION RECOVERY (1988)
 EM0804
 EM0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0804'THE STATION WAS RECOVERED AT THIS DATE.
 EM0804'REFERENCE MARKS 1, 2 AND 3 WERE LOCATED FOR THE PURPOSE OF LOCATING
 EM0804'STATION BUT NOT DESCRIBED.
 EM0804'
 EM0804'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 EM0804'NORTHWEST OF LAWTON, 4.2 KM (2.6 MI) SOUTHWEST OF LAKE LAWTONKA AND
 EM0804'1.8 KM (1.1 MI) EAST OF KETCH LAKE.
 EM0804'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM0804'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM0804'73503-5600, PHONE 405-351-4300.
 EM0804'
 EM0804'TO REACH THE STATION FROM THE ENTRANCE TO THE LAKE ELMER THOMAS
 EM0804'RECREATIONAL AREA, WHICH IS NEAR MEDICINE PARK ON THE NORTH SIDE OF
 EM0804'POST BOUNDARY, GO WESTERLY ON DEER CREEK CANYON ROAD FOR 5.1 KM
 EM0804'(3.15 MI) TO A T-INTERSECTION.  TURN LEFT ONTO BLUE BEAVER VALLEY
 EM0804'ROAD AND GO SOUTHERLY FOR 0.5 KM (0.3 MI) TO A GRAVEL ROAD RIGHT.
 EM0804'TURN SHARP RIGHT AND GO DOWNHILL FOR 0.2 KM (0.1 MI) TO A LAKE DAM.
 EM0804'GO SOUTH AND SOUTHWEST ON DIRT ROAD FOR 0.8 KM (0.5 MI) ACROSS DAM
 EM0804'AND UPHILL TO STATION.
 EM0804'
 EM0804'THE STATION IS A STANDARD
 EM0804'US ARMY CORPS OF ENGINEERS MARK STAMPED---METRO 1948---,
 EM0804'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED
 EM0804'25.9 METERS (84.9 FT) SOUTH-SOUTHWEST FROM RM 1, 13.4 METERS (44.1
 EM0804'FT) NORTHWEST FROM RM 2 AND 10.8 METERS (35.3 FT) SOUTH-SOUTHEAST
 EM0804'FROM RM 3.
 EM0804'
 EM0804'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0804'
 EM0804'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0804'
 EM0804'DESCRIBED BY D.A. BOWLING.
 EM0804
 EM0804                          STATION RECOVERY (1999)
 EM0804
 EM0804'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0804'RECOVERED AS DESCRIBED.
 EM0804
 EM0804                          STATION RECOVERY (2015)
 EM0804
 EM0804'RECOVERY NOTE BY GEOCACHING 2015 (MDR)
 EM0804'TO REACH INFORMATION AND MARK DESCRIPTION ARE STILL CURRENT.
 EM0804'REFERENCE MARKS WERE NOT RECOVERED AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0348 ***********************************************************************
 DM0348  DESIGNATION -  MGL
 DM0348  PID         -  DM0348
 DM0348  STATE/COUNTY-  OK/MCCURTAIN
 DM0348  COUNTRY     -  US
 DM0348  USGS QUAD   -  IDABEL (2019)
 DM0348
 DM0348                         *CURRENT SURVEY CONTROL
 DM0348  ______________________________________________________________________
 DM0348* NAD 83(1986) POSITION- 33 56 28.     (N) 094 49 46.     (W)   SCALED
 DM0348* NAVD 88 ORTHO HEIGHT -   108.182 (meters)      354.93  (feet) ADJUSTED
 DM0348  ______________________________________________________________________
 DM0348  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 DM0348  DYNAMIC HEIGHT  -        108.072 (meters)      354.57  (feet) COMP
 DM0348  MODELED GRAVITY -    979,624.1   (mgal)                       NAVD 88
 DM0348
 DM0348  VERT ORDER      -  SECOND    CLASS 0
 DM0348
 DM0348.The horizontal coordinates were scaled from a map and have
 DM0348.an estimated accuracy of +/- 6 seconds.
 DM0348
 DM0348.The orthometric height was determined by differential leveling and
 DM0348.adjusted by the NATIONAL GEODETIC SURVEY
 DM0348.in June 1991.
 DM0348
 DM0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0348.GEOID18 height accuracy estimate available here.
 DM0348
 DM0348.Click photographs - Photos may exist for this station.
 DM0348
 DM0348.The dynamic height is computed by dividing the NAVD 88
 DM0348.geopotential number by the normal gravity value computed on the
 DM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0348.degrees latitude (g = 980.6199 gals.).
 DM0348
 DM0348.The modeled gravity was interpolated from observed gravity values.
 DM0348
 DM0348;                    North         East    Units  Estimated Accuracy
 DM0348;SPC OK S     -    72,020.      893,060.      MT  (+/- 180 meters Scaled)
 DM0348
 DM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT309571(NAD 83)
 DM0348
 DM0348                          SUPERSEDED SURVEY CONTROL
 DM0348
 DM0348  NGVD 29 (??/??/92)  108.162  (m)          354.86   (f) ADJ UNCH    2 0
 DM0348
 DM0348.Superseded values are not recommended for survey control.
 DM0348
 DM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0348.See file dsdata.pdf to determine how the superseded data were derived.
 DM0348
 DM0348_MARKER: DD = SURVEY DISK
 DM0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0348_STAMPING: M. G. L.
 DM0348_MARK LOGO: USACE
 DM0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0348
 DM0348  HISTORY     - Date     Condition        Report By
 DM0348  HISTORY     - UNK      MONUMENTED       USACE
 DM0348  HISTORY     - 1934     GOOD             CGS
 DM0348  HISTORY     - 1942     GOOD             CGS
 DM0348
 DM0348                          STATION DESCRIPTION
 DM0348
 DM0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0348'3.3 MI N FROM IDABEL.
 DM0348'3.3 MILES NORTH OF, ALONG U.S. HWY. 70, FROM COURTHOUSE 57.7 FEET
 DM0348'NORTH OF NORTH SIDE OF H.B. YOUNG BRICK SERVICE STATION.  40 FEET WEST
 DM0348'OF CENTERLINE OF U.S. HWY. 70.  38.7 FEET SOUTHWEST OF TELEPHONE POLE.
 DM0348'17 FEET NORTH OF NORTH END OF STONE HIGHWAY CULVERT.  IRON POST WITH
 DM0348'BRONZE CAP.
 DM0348
 DM0348                          STATION RECOVERY (1942)
 DM0348
 DM0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 DM0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0736 ***********************************************************************
 GG0736  DESIGNATION -  MIAMI
 GG0736  PID         -  GG0736
 GG0736  STATE/COUNTY-  OK/OTTAWA
 GG0736  COUNTRY     -  US
 GG0736  USGS QUAD   -  MIAMI NW (2018)
 GG0736
 GG0736                         *CURRENT SURVEY CONTROL
 GG0736  ______________________________________________________________________
 GG0736* NAD 83(1997) POSITION- 36 54 00.35543(N) 094 53 08.67357(W)   ADJUSTED
 GG0736* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 GG0736  ______________________________________________________________________
 GG0736  GEOID HEIGHT    -        -29.444 (meters)                     GEOID18
 GG0736  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 GG0736  HORZ ORDER      -  SECOND
 GG0736
 GG0736.This mark is at Miami Airport (MIO)
 GG0736
 GG0736.The horizontal coordinates were established by classical geodetic methods
 GG0736.and adjusted by the National Geodetic Survey in October 1998.
 GG0736
 GG0736.The orthometric height was scaled from a topographic map.
 GG0736
 GG0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0736.GEOID18 height accuracy estimate available here.
 GG0736
 GG0736.Click photographs - Photos may exist for this station.
 GG0736
 GG0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0736
 GG0736. The following values were computed from the NAD 83(1997) position.
 GG0736
 GG0736;                    North         East     Units Scale Factor Converg.
 GG0736;SPC OK N     -   215,282.440   877,527.406   MT  1.00002707   +1 50 16.3
 GG0736;SPC OK N     -   706,305.81  2,879,021.16   sFT  1.00002707   +1 50 16.3
 GG0736;SPC OK N     -   706,305.81  2,879,021.16   sFT  1.00002707   +1 50 16.3
 GG0736;SPC MO W     -    81,452.864   815,621.482   MT  0.99995573   -0 13 53.8
 GG0736;SPC OK N     -   215,282.440   877,527.406   MT  1.00002707   +1 50 16.3
 GG0736;UTM  15      - 4,085,450.523   331,986.238   MT  0.99994777   -1 07 57.0
 GG0736
 GG0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0736!SPC OK N     -   0.99996647  x   1.00002707  =   0.99999354
 GG0736!SPC MO W     -   0.99996647  x   0.99995573  =   0.99992220
 GG0736!SPC OK N     -   0.99996647  x   1.00002707  =   0.99999354
 GG0736!UTM  15      -   0.99996647  x   0.99994777  =   0.99991424
 GG0736
 GG0736:                Primary Azimuth Mark                     Grid Az
 GG0736:SPC OK N     -  MIAMI B F GOODRICH WATER TANK            202 23 40.6
 GG0736:SPC MO W     -  MIAMI B F GOODRICH WATER TANK            204 27 50.7
 GG0736:SPC OK N     -  MIAMI B F GOODRICH WATER TANK            202 23 40.6
 GG0736:UTM  15      -  MIAMI B F GOODRICH WATER TANK            205 21 53.9
 GG0736
 GG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3198685450(NAD 83)
 GG0736
 GG0736|---------------------------------------------------------------------|
 GG0736| PID    Reference Object                     Distance      Geod. Az  |
 GG0736|                                                           dddmmss.s |
 GG0736| GG0716 COMMERCE MUNICIPAL TANK             APPROX. 3.7 KM 0150142.3 |
 GG0736| CI2505 MIAMI RM 1                           25.062 METERS 09328     |
 GG0736| GG0731 OTTAWA RADAR TOWER                  APPROX.10.0 KM 1161637.2 |
 GG0736| GG0735 MIAMI B F GOODRICH WATER TANK       APPROX. 1.0 KM 2041356.9 |
 GG0736| GG0741 MIAMI 2                              50.062 METERS 27031     |
 GG0736| CI2506 MIAMI RM 2                           30.389 METERS 33759     |
 GG0736| CI2504 MIAMI AZ MK                                        3520738.4 |
 GG0736|---------------------------------------------------------------------|
 GG0736
 GG0736                          SUPERSEDED SURVEY CONTROL
 GG0736
 GG0736  NAD 83(1993)-  36 54 00.35957(N)    094 53 08.67374(W) AD(       ) 2
 GG0736  NAD 83(1986)-  36 54 00.37457(N)    094 53 08.66803(W) AD(       ) 2
 GG0736  NAD 27      -  36 54 00.12430(N)    094 53 07.84080(W) AD(       ) 2
 GG0736
 GG0736.Superseded values are not recommended for survey control.
 GG0736
 GG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0736.See file dsdata.pdf to determine how the superseded data were derived.
 GG0736
 GG0736_MARKER: DS = TRIANGULATION STATION DISK
 GG0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0736_STAMPING: MIAMI 1960
 GG0736_MARK LOGO: CGS
 GG0736_PROJECTION: FLUSH
 GG0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0736+STABILITY: SURFACE MOTION
 GG0736
 GG0736  HISTORY     - Date     Condition        Report By
 GG0736  HISTORY     - 1960     MONUMENTED       CGS
 GG0736  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GG0736
 GG0736                          STATION DESCRIPTION
 GG0736
 GG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0736'ABOUT 1-3/4 MILES NORTH OF THE BUSINESS DISTRICT OF MIAMI AND
 GG0736'NEAR THE SOUTHEAST EDGE OF THE MIAMI MUNICIPAL AIRPORT, IN THE
 GG0736'SOUTHEAST 1/4 OF SECTION 13, T 28 N, R 22 H.  IT IS 1 FOOT NORTH
 GG0736'OF A WITNESS POST AND A WIRE FENCE, 15 FEET SOUTH OF THE SOUTH
 GG0736'EDGE OF A PAVED RUNWAY, 47 FEET EAST OF THE CENTERLINE OF A
 GG0736'DRIVEWAY, 66 FEET NORTH OF THE CENTERLINE OF 22ND AVENUE NW, AND
 GG0736'119.7 FEET WEST OF THE SOUTHWEST CORNER OF A AIRPORT HANGAR.
 GG0736'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIAMI 1960.
 GG0736'
 GG0736'TO REACH FROM THE INTERSECTION OF 22ND AVENUE NW AND NORTH MAIN
 GG0736'STREET (U.S. HIGHWAY 66 AND 69) GO WEST ON 22ND AVENUE NW FOR
 GG0736'0.4 MILE TO THE AIRPORT DRIVEWAY ON THE RIGHT AND THE STATION
 GG0736'JUST EAST OF THE DRIVEWAY.
 GG0736'
 GG0736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A PAVED
 GG0736'RUNWAY FOR ABOUT 200 FEET TO A RUNWAY LEFT.  TURN LEFT AND GO
 GG0736'WEST ON A RUNWAY FOR 0.1 MILE TO THE MAIN RUNWAY.  TURN RIGHT
 GG0736'AND GO NORTH ON THE MAIN RUNWAY FOR 0.8 MILE TO THE END OF
 GG0736'THE RUNWAY AND THE AZIMUTH MARK AT THE NORTHWEST EDGE OF THE
 GG0736'RUNWAY.
 GG0736'
 GG0736'REFERENCE MARK 1 IS 3 FEET NORTH OF THE WIRE FENCE, 38 FEET
 GG0736'WEST OF THE SOUTHWEST CORNER OF THE HANGAR AND 61 FEET NORTH
 GG0736'OF THE CENTERLINE OF 22ND AVENUE NW.  THE MONUMENT IS FLUSH
 GG0736'AND THE DISK IS STAMPED MIAMI NO 1 1960.
 GG0736'
 GG0736'REFERENCE MARK 2 IS 3 FEET WEST OF THE EDGE OF THE PAVED
 GG0736'RUNWAY, 155 FEET WEST OF THE NORTHWEST CORNER OF THE HANGAR
 GG0736'AND 108 FEET NORTH OF THE WITNESS POST.  THE MONUMENT IS FLUSH
 GG0736'AND THE DISK IS STAMPED MIAMI NO 2 1960.
 GG0736'
 GG0736'THE AZIMUTH MARK IS 19 FEET WEST OF A RUNWAY LIGHT AND 37 FEET
 GG0736'NORTHWEST OF THE NORTHWEST CORNER OF THE PAVED RUNWAY.  THE
 GG0736'MONUMENT IS FLUSH AND THE DISK IS STAMPED MIAMI 1960.
 GG0736'
 GG0736'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GG0736
 GG0736                          STATION RECOVERY (1970)
 GG0736
 GG0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0736'THE STATION MARK,REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 GG0736'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GG0736'SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED THE MARK WAS DESTROYED
 GG0736'BY CONSTRUCTION WHEN THE RUNWAY WAS LENGHTEN.  THE DISTANCE AND
 GG0736'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  AT THE REQUEST OF
 GG0736'THE MIAMI CITY ENGINEER, THE STATION MARK WAS MOVED TO A NEW
 GG0736'LOCATION.  A NEW ROAD WILL BE CONSTRUCTED OVER THE STATION SITE.
 GG0736'THE OLD INTERSECTION STATIONS WERE OBSTRUCTED FROM THE STATION SITE.
 GG0736'
 GG0736'MIAMI 2 WAS ESTABLISHED WEST OF THE OLD STATION.  FOR FURTHER
 GG0736'INFORMATION SEE THE DESCRIPTION FOR THE NEW STATION.
 GG0736'
 GG0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES
 GG0736'NORTH OF MIAMI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0741 ***********************************************************************
 GG0741  DESIGNATION -  MIAMI 2
 GG0741  PID         -  GG0741
 GG0741  STATE/COUNTY-  OK/OTTAWA
 GG0741  COUNTRY     -  US
 GG0741  USGS QUAD   -  MIAMI NW (2018)
 GG0741
 GG0741                         *CURRENT SURVEY CONTROL
 GG0741  ______________________________________________________________________
 GG0741* NAD 83(1997) POSITION- 36 54 00.37026(N) 094 53 10.69557(W)   ADJUSTED
 GG0741* NAD 83(1997) ELLIP HT-   213.587 (meters)        (10/02/98)   ADJUSTED
 GG0741* NAVD 88 ORTHO HEIGHT -   243.5   (meters)      799.    (feet) VERTCON3
 GG0741  ______________________________________________________________________
 GG0741  GEOID HEIGHT    -        -29.444 (meters)                     GEOID18
 GG0741  NAD 83(1997) X  -   -434,993.281 (meters)                     COMP
 GG0741  NAD 83(1997) Y  - -5,088,268.253 (meters)                     COMP
 GG0741  NAD 83(1997) Z  -  3,808,661.712 (meters)                     COMP
 GG0741  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 GG0741  HORZ ORDER      -  SECOND
 GG0741  ELLP ORDER      -  FOURTH    CLASS I
 GG0741
 GG0741.This mark is at Miami Airport (MIO)
 GG0741
 GG0741.The horizontal coordinates were established by classical geodetic methods
 GG0741.and adjusted by the National Geodetic Survey in October 1998.
 GG0741
 GG0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0741
 GG0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0741.GEOID18 height accuracy estimate available here.
 GG0741
 GG0741.Click photographs - Photos may exist for this station.
 GG0741
 GG0741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0741
 GG0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0741
 GG0741.The ellipsoidal height was determined by GPS observations
 GG0741.and is referenced to NAD 83.
 GG0741
 GG0741. The following values were computed from the NAD 83(1997) position.
 GG0741
 GG0741;                    North         East     Units Scale Factor Converg.
 GG0741;SPC OK N     -   215,281.291   877,477.355   MT  1.00002707   +1 50 15.1
 GG0741;SPC OK N     -   706,302.04  2,878,856.96   sFT  1.00002707   +1 50 15.1
 GG0741;UTM  15      - 4,085,451.970   331,936.199   MT  0.99994797   -1 07 58.2
 GG0741
 GG0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0741!SPC OK N     -   0.99996648  x   1.00002707  =   0.99999355
 GG0741!UTM  15      -   0.99996648  x   0.99994797  =   0.99991445
 GG0741
 GG0741:                Primary Azimuth Mark                     Grid Az
 GG0741:SPC OK N     -  MIAMI 2 AZ MK                            346 14 51.8
 GG0741:UTM  15      -  MIAMI 2 AZ MK                            349 13 05.1
 GG0741
 GG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3193685451(NAD 83)
 GG0741
 GG0741|---------------------------------------------------------------------|
 GG0741| PID    Reference Object                     Distance      Geod. Az  |
 GG0741|                                                           dddmmss.s |
 GG0741| GG0716 COMMERCE MUNICIPAL TANK             APPROX. 3.8 KM 0154605.0 |
 GG0741| CI2506 MIAMI RM 2                           47.561 METERS 05421     |
 GG0741| GG0736 MIAMI                                50.062 METERS 09031     |
 GG0741| CI2505 MIAMI RM 1                           75.084 METERS 09131     |
 GG0741| GG0738 MIAMI MUNICIPAL TANK                APPROX. 1.4 KM 1543818.1 |
 GG0741| CI2507 MIAMI 2 RM 3                         22.415 METERS 30424     |
 GG0741| GG0742 MIAMI 2 AZ MK                       APPROX. 0.8 KM 3480506.9 |
 GG0741|---------------------------------------------------------------------|
 GG0741
 GG0741                          SUPERSEDED SURVEY CONTROL
 GG0741
 GG0741  NAD 83(1993)-  36 54 00.37440(N)    094 53 10.69574(W) AD(       ) 2
 GG0741  ELLIP H (11/28/94)  213.245  (m)                       GP(       ) 5 1
 GG0741  NAD 83(1986)-  36 54 00.38940(N)    094 53 10.69004(W) AD(       ) 2
 GG0741  NAD 27      -  36 54 00.13901(N)    094 53 09.86271(W) AD(       ) 2
 GG0741  NGVD 29 (02/23/90)  243.4    (m)  UNKNOWN  model used  GPS OBS        
 GG0741
 GG0741.Superseded values are not recommended for survey control.
 GG0741
 GG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0741.See file dsdata.pdf to determine how the superseded data were derived.
 GG0741
 GG0741_MARKER: DS = TRIANGULATION STATION DISK
 GG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0741_STAMPING: MIAMI 2 1970
 GG0741_MARK LOGO: CGS
 GG0741_PROJECTION: FLUSH
 GG0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0741+STABILITY: SURFACE MOTION
 GG0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0741+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 GG0741
 GG0741  HISTORY     - Date     Condition        Report By
 GG0741  HISTORY     - 1970     MONUMENTED       NGS
 GG0741  HISTORY     - 1970     GOOD             NGS
 GG0741  HISTORY     - 1974     GOOD             NGS
 GG0741  HISTORY     - 19890301 GOOD             NGS
 GG0741  HISTORY     - 19890724 GOOD             NGS
 GG0741  HISTORY     - 20110802 GOOD             WOOLPT
 GG0741
 GG0741                          STATION DESCRIPTION
 GG0741
 GG0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0741'LOCATED ABOUT 1-3/4 MILES NORTH OF THE BUSINESS DISTRICT OF MIAMI,
 GG0741'NEAR THE SOUTHEAST EDGE OF THE MIAMI MUNICIPAL AIRPORT, AND IN THE
 GG0741'SOUTHEAST 1/4 OF SECTION 13, T 28 N, R 22 E.
 GG0741'
 GG0741'TO REACH THE STATION FROM THE INTERSECTION OF 22ND AVENUE NW AND
 GG0741'NORTH MAIN STREET (U.S. HIGHWAY 66), GO WEST ON 22ND AVENUE NW FOR
 GG0741'0.4 MILE TO A NEW AIRPORT ROAD AT THE WEST SIDE OF AIRPORT
 GG0741'BUILDINGS AND THE STATION ON THE RIGHT.
 GG0741'
 GG0741'STATION MARKS ARE STANDARD DISKS STAMPED MIAMI 2 1970.  THE SURFACE
 GG0741'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 GG0741'WITH THE SURFACE OF THE GROUND.  IT IS 283.5 FEET WEST OF THE
 GG0741'SOUTHWEST CORNER OF A HANGAR, 167 FEET WEST OF THE CENTER OF
 GG0741'THE NEW ROAD, 79 FEET EAST OF A PROJECTED CENTER OF H STREET NW,
 GG0741'69 FEET NORTH OF THE CENTER OF 22ND AVENUE NW, 30.5 FEET NORTH OF
 GG0741'A BOUNDARY FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 GG0741'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 GG0741'CONCRETE 3.5 FEET BELOW THE SURFACE OF THE GROUND.
 GG0741'
 GG0741'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MIAMI NO. 1 1960, IS
 GG0741'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GG0741'SURFACE OF THE GROUND.  IT IS 79 FEET EAST OF THE CENTER OF THE
 GG0741'NEW ROAD, 61 FEET NORTH OF THE CENTER OF 22ND AVENUE NW, AND 38
 GG0741'FEET WEST OF THE SOUTHWEST CORNER OF THE HANGAR.
 GG0741'
 GG0741'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MIAMI NO. 2 1960, IS
 GG0741'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 GG0741'SURFACE OF THE GROUND.  IT IS 155 FEET WEST OF THE NORTHWEST CORNER
 GG0741'OF THE HANGAR AND 3 FEET WEST OF A PAVED RUNWAY.
 GG0741'
 GG0741'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MIAMI 2 NO. 3
 GG0741'1970, IS SET IN THE TOP OF THE OLD CONCRETE FOUNDATION FOR THE OLD
 GG0741'WIND SOCK WHICH IS IN THE CENTER OF A ROUND CONCRETE WALK.  IT IS
 GG0741'CEMENTED IN A DRILL HOLE.
 GG0741'
 GG0741'AZIMUTH MARK, A STANDARD DISK STAMPED MIAMI 2 1970, IS CEMENTED
 GG0741'IN A DRILL HOLE IN THE SOUTH ABUTMENT OF A CONCRETE CULVERT UNDER A
 GG0741'TAXI STRIP BETWEEN THE RUNWAYS.  IT IS AT THE WEST END OF THE
 GG0741'ABUTMENT.
 GG0741'
 GG0741'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST FOR ABOUT
 GG0741'250 FEET, THEN NORTH ON THE MAIN RUNWAY FOR 0.45 MILE TO AN
 GG0741'EAST-WEST TAXI STRIP.  TURN LEFT AND GO WEST ON TAXI STRIP FOR
 GG0741'ABOUT 150 FEET TO THE MARK ON THE LEFT.
 GG0741
 GG0741                          STATION RECOVERY (1970)
 GG0741
 GG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GG0741'RECOVERED IN GOOD CONDITION.
 GG0741
 GG0741                          STATION RECOVERY (1974)
 GG0741
 GG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 GG0741'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 GG0741'RECOVERED AS PREVIOUSLY DESCRIBED IN 1970 AND IN GOOD CONDITION.
 GG0741'REFERENCE MARK 1 WAS SEARCHED FOR AND IT IS BELIEVED THIS MARK WAS
 GG0741'DESTROYED WHEN DIRT IN THE AREA WAS REMOVED.  THIS STATION WAS
 GG0741'RECOVERED AND OCCUPIED THIS DATE FOR A POLARIS OBSERVATION TO
 GG0741'CHECK THE AZIMUTH BEARING TO THE AZIMUTH MARK AND INTERSECTION
 GG0741'STATION IN THE IMMEDIATE VICINITY.  THE DISTANCES AND
 GG0741'DIRECTIONS TO REFERENCE MARKS 2 AND 3 WERE NOT OBSERVED
 GG0741'THIS DATE.
 GG0741'
 GG0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILE
 GG0741'NORTH OF MIAMI.
 GG0741
 GG0741                          STATION RECOVERY (1989)
 GG0741
 GG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0741'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GG0741'FOLLOWS.
 GG0741'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH OF COMMERCE, 2.8
 GG0741'KM (1.75 MI) NORTH OF MIAMI, AND 0.8 KM (0.50 MI) WEST OF U.S. HIGHWAY
 GG0741'69.  OWNERSHIP--CITY OF MIAMI, CITY HALL, MIAMI OK 74355.  PHONE
 GG0741'918-542-2874.  AIRPORT MANAGER IS ALTON RIVERS, SAME ADDRESS AND PHONE
 GG0741'UNLESS AT HOME AT THE MIAMI MUNICIPAL AIRPORT, PHONE 918-542-8847.
 GG0741'TO REACH THE STATION FROM THE POST OFFICE IN MIAMI, GO NORTH ON U.S.
 GG0741'HIGHWAY 69 FOR 2.7 KM (1.70 MI) TO A STOPLIGHT AND PAVED ROAD ON THE
 GG0741'LEFT.  TURN LEFT AND GO WEST ON 22ND AVENUE NW FOR 0.8 KM (0.50 MI) TO
 GG0741'THE STATION ON THE RIGHT AT THE SOUTHEAST CORNER OF THE MIAMI
 GG0741'MUNICIPAL AIRPORT.
 GG0741'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 GG0741'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 50.9 M (167.0 FT) WEST
 GG0741'OF THE CENTER OF G STREET NW, 24.1 M (79.1 FT) EAST OF THE EXTENDED
 GG0741'CENTER OF H STREET NW, 21.1 M (69.2 FT) NORTH OF THE CENTER OF 22ND
 GG0741'AVENUE NW, 9.3 M (30.5 FT) NORTH OF A FENCE, AND 0.5 M (1.6 FT) SOUTH
 GG0741'OF A METAL WITNESS POST.
 GG0741'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0741
 GG0741                          STATION RECOVERY (1989)
 GG0741
 GG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0741'RECOVERED IN GOOD CONDITION.
 GG0741
 GG0741                          STATION RECOVERY (2011)
 GG0741
 GG0741'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 GG0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0742 ***********************************************************************
 GG0742  DESIGNATION -  MIAMI 2 AZ MK
 GG0742  PID         -  GG0742
 GG0742  STATE/COUNTY-  OK/OTTAWA
 GG0742  COUNTRY     -  US
 GG0742  USGS QUAD   -  MIAMI NW (2018)
 GG0742
 GG0742                         *CURRENT SURVEY CONTROL
 GG0742  ______________________________________________________________________
 GG0742* NAD 83(1997) POSITION- 36 54 26.75203(N) 094 53 17.62738(W)   ADJUSTED
 GG0742* NAD 83(1997) ELLIP HT-   216.422 (meters)        (10/02/98)   ADJUSTED
 GG0742* NAVD 88 ORTHO HEIGHT -   245.4   (meters)      805.    (feet) VERTCON3
 GG0742  ______________________________________________________________________
 GG0742  GEOID HEIGHT    -        -29.456 (meters)                     GEOID18
 GG0742  NAD 83(1997) X  -   -435,122.858 (meters)                     COMP
 GG0742  NAD 83(1997) Y  - -5,087,769.309 (meters)                     COMP
 GG0742  NAD 83(1997) Z  -  3,809,313.757 (meters)                     COMP
 GG0742  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 GG0742  HORZ ORDER      -  SECOND
 GG0742  ELLP ORDER      -  FOURTH    CLASS I
 GG0742
 GG0742.This mark is at Miami Airport (MIO)
 GG0742
 GG0742.The horizontal coordinates were established by GPS observations
 GG0742.and adjusted by the National Geodetic Survey in October 1998.
 GG0742
 GG0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0742
 GG0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0742.GEOID18 height accuracy estimate available here.
 GG0742
 GG0742.Click photographs - Photos may exist for this station.
 GG0742
 GG0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0742
 GG0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0742
 GG0742.The ellipsoidal height was determined by GPS observations
 GG0742.and is referenced to NAD 83.
 GG0742
 GG0742. The following values were computed from the NAD 83(1997) position.
 GG0742
 GG0742;                    North         East     Units Scale Factor Converg.
 GG0742;SPC OK N     -   216,088.655   877,279.761   MT  1.00002871   +1 50 11.0
 GG0742;SPC OK N     -   708,950.86  2,878,208.68   sFT  1.00002871   +1 50 11.0
 GG0742;UTM  15      - 4,086,268.424   331,780.721   MT  0.99994862   -1 08 03.1
 GG0742
 GG0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0742!SPC OK N     -   0.99996604  x   1.00002871  =   0.99999475
 GG0742!UTM  15      -   0.99996604  x   0.99994862  =   0.99991466
 GG0742
 GG0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3178086268(NAD 83)
 GG0742
 GG0742                          SUPERSEDED SURVEY CONTROL
 GG0742
 GG0742  NAD 83(1993)-  36 54 26.75617(N)    094 53 17.62753(W) AD(       ) 2
 GG0742  ELLIP H (11/28/94)  215.831  (m)                       GP(       ) 5 1
 GG0742  NAD 83(1986)-  36 54 26.77111(N)    094 53 17.62219(W) AD(       ) 2
 GG0742  NAD 83(1986)-  36 54 26.77119(N)    094 53 17.62198(W) AD(       ) 3
 GG0742  NAD 27      -  36 54 26.52095(N)    094 53 16.79658(W) AD(       ) 3
 GG0742  NGVD 29 (11/30/89)  245.3    (m)  RAPSU86  model used  GPS OBS        
 GG0742
 GG0742.Superseded values are not recommended for survey control.
 GG0742
 GG0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0742.See file dsdata.pdf to determine how the superseded data were derived.
 GG0742
 GG0742_MARKER: DZ = AZIMUTH MARK DISK
 GG0742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0742_SP_SET: HEADWALL
 GG0742_STAMPING: MIAMI 2 1970
 GG0742_MARK LOGO: CGS
 GG0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0742+STABILITY: SURFACE MOTION
 GG0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0742+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 GG0742
 GG0742  HISTORY     - Date     Condition        Report By
 GG0742  HISTORY     - 1970     MONUMENTED       NGS
 GG0742  HISTORY     - 1970     GOOD             NGS
 GG0742  HISTORY     - 19890301 GOOD             NGS
 GG0742  HISTORY     - 20110802 GOOD             WOOLPT
 GG0742
 GG0742                          STATION DESCRIPTION
 GG0742
 GG0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0742'THE STATION MIAMI 2 IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE BUSINESS
 GG0742'DISTRICT OF MIAMI, NEAR THE SOUTHEAST EDGE OF THE MIAMI MUNICIPAL
 GG0742'AIRPORT, AND IN THE SOUTHEAST 1/4 OF SECTION 13, T 28 N, R 22 E.
 GG0742'
 GG0742'TO REACH THE STATION MIAMI 2 FROM THE INTERSECTION OF 22ND AVENUE NW
 GG0742'AND NORTH MAIN STREET (U.S. HIGHWAY 66), GO WEST ON 22ND AVENUE NW FOR
 GG0742'0.4 MILE TO A NEW AIRPORT ROAD AT THE WEST SIDE OF AIRPORT
 GG0742'BUILDINGS AND THE STATION ON THE RIGHT.
 GG0742'
 GG0742'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST FOR
 GG0742'ABOUT 250 FEET, THEN NORTH ON THE MAIN RUNWAY FOR 0.45 MILE TO
 GG0742'AN EAST-WEST TAXI STRIP.  TURN LEFT AND GO WEST ON TAXI STRIP FOR
 GG0742'ABOUT 150 FEET TO THE MARK ON THE LEFT.
 GG0742'
 GG0742'AZIMUTH MARK, A STANDARD DISK STAMPED MIAMI 2 1970, IS CEMENTED
 GG0742'IN A DRILL HOLE IN THE SOUTH ABUTMENT OF A CONCRETE CULVERT UNDER
 GG0742'A TAXI STRIP BETWEEN THE RUNWAYS.  IT IS AT THE WEST END OF THE
 GG0742'ABUTMENT.
 GG0742
 GG0742                          STATION RECOVERY (1970)
 GG0742
 GG0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GG0742'RECOVERED IN GOOD CONDITION.
 GG0742
 GG0742                          STATION RECOVERY (1989)
 GG0742
 GG0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0742'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GG0742'FOLLOWS.
 GG0742'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF MIAMI, 3.1 KM
 GG0742'(1.95 MI) SOUTH OF COMMERCE, AND 0.9 KM (0.55 MI) WEST OF U.S. HIGHWAY
 GG0742'69, AT THE MIAMI MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MIAMI, CITY
 GG0742'HALL, MIAMI OK 74355.  AIRPORT MANAGER IS ALTON RIVERS (CITY MANAGER)
 GG0742'CITY HALL, MIAMI OK 74355.  PHONE 918-542-2874 (CITY HALL) OR 8847
 GG0742'(AIRPORT).
 GG0742'TO REACH THE STATION FROM THE POST OFFICE IN MIAMI, GO NORTH ON U.S.
 GG0742'HIGHWAY 69 FOR 2.7 KM (1.70 MI) TO A STOPLIGHT AND PAVED ROAD ON THE
 GG0742'LEFT.  TURN LEFT AND GO WEST ON 22ND AVENUE NW FOR 1.2 KM (0.75 MI) TO
 GG0742'A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE AIRPORT ENTRANCE
 GG0742'ROAD FOR 1.0 KM (0.60 MI) TO A T-JUNCTION.  TURN RIGHT AND GO
 GG0742'SOUTHEAST ON A PAVED ROAD AND ACROSS AN AIRPLANE PARKING LOT FOR 0.2
 GG0742'KM (0.10 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 GG0742'TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT IN THE WEST
 GG0742'END OF A HEADWALL OF A CONCRETE CULVERT.
 GG0742'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 GG0742'HEADWALL OF A 1 METER BY 2 METER CONCRETE CULVERT THAT PROJECTS 15 CM.
 GG0742'LOCATED 61.6 M (202.1 FT) WEST OF THE CENTERLINE OF THE RUNWAY, 12.8
 GG0742'M (42.0 FT) EAST OF THE EXTENDED CENTERLINE OF A TAXIWAY, AND 15.3 M
 GG0742'(50.2 FT) SOUTH OF THE CENTERLINE OF A TAXIWAY.
 GG0742'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0742
 GG0742                          STATION RECOVERY (2011)
 GG0742
 GG0742'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 GG0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0738 ***********************************************************************
 GG0738  DESIGNATION -  MIAMI MUNICIPAL TANK
 GG0738  PID         -  GG0738
 GG0738  STATE/COUNTY-  OK/OTTAWA
 GG0738  COUNTRY     -  US
 GG0738  USGS QUAD   -  MIAMI NW (2018)
 GG0738
 GG0738                         *CURRENT SURVEY CONTROL
 GG0738  ______________________________________________________________________
 GG0738* NAD 83(1997) POSITION- 36 53 18.19151(N) 094 52 45.80556(W)   ADJUSTED
 GG0738  ______________________________________________________________________
 GG0738  GEOID HEIGHT    -        -29.422 (meters)                     GEOID18
 GG0738  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 GG0738  HORZ ORDER      -  THIRD
 GG0738
 GG0738.The horizontal coordinates were established by classical geodetic methods
 GG0738.and adjusted by the National Geodetic Survey in October 1998.
 GG0738
 GG0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0738.GEOID18 height accuracy estimate available here.
 GG0738
 GG0738.Click photographs - Photos may exist for this station.
 GG0738
 GG0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0738
 GG0738. The following values were computed from the NAD 83(1997) position.
 GG0738
 GG0738;                    North         East     Units Scale Factor Converg.
 GG0738;SPC OK N     -   214,001.485   878,135.062   MT  1.00002447   +1 50 29.8
 GG0738;SPC OK N     -   702,103.21  2,881,014.78   sFT  1.00002447   +1 50 29.8
 GG0738;UTM  15      - 4,084,139.906   332,526.660   MT  0.99994553   -1 07 42.2
 GG0738
 GG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3252684139(NAD 83)
 GG0738
 GG0738                          SUPERSEDED SURVEY CONTROL
 GG0738
 GG0738  NAD 83(1993)-  36 53 18.19454(N)    094 52 45.80512(W) AD(       ) 3
 GG0738  NAD 83(1986)-  36 53 18.21055(N)    094 52 45.79973(W) AD(       ) 3
 GG0738  NAD 27      -  36 53 17.95900(N)    094 52 44.96300(W) AD(       ) 3
 GG0738
 GG0738.Superseded values are not recommended for survey control.
 GG0738
 GG0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0738.See file dsdata.pdf to determine how the superseded data were derived.
 GG0738
 GG0738_MARKER: 53 = ELEVATED TANK
 GG0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0738+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0738
 GG0738  HISTORY     - Date     Condition        Report By
 GG0738  HISTORY     - 1958     FIRST OBSERVED   CGS
 GG0738  HISTORY     - 1961     GOOD             CGS
 GG0738  HISTORY     - 20120725 GOOD             GEOCAC
 GG0738
 GG0738                          STATION DESCRIPTION
 GG0738
 GG0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0738'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF MIAMI, 150
 GG0738'FEET SOUTH OF GOODRICH BOULEVARD AND 120 FEET EAST OF B STREET
 GG0738'NORTHWEST.  IT IS A CIRCULAR TANK WITH A RED LIGHT AT THE
 GG0738'APEX OF THE ROOF AND IS PAINTED RED AND WHITE CHECKED.  THE
 GG0738'TANK IS SUPPORTED BY A 24 LEGGED STEEL STRUCTURE AND HAS
 GG0738'AN APPROX. HEIGHT OF 180 FEET.
 GG0738'
 GG0738'THE RED LIGHT AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 GG0738
 GG0738                          STATION RECOVERY (1961)
 GG0738
 GG0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0738'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GG0738
 GG0738                          STATION RECOVERY (2012)
 GG0738
 GG0738'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB6618 ***********************************************************************
 AB6618  DESIGNATION -  MIDDLEBERG RESET
 AB6618  PID         -  AB6618
 AB6618  STATE/COUNTY-  OK/GRADY
 AB6618  COUNTRY     -  US
 AB6618  USGS QUAD   -  DIBBLE (2018)
 AB6618
 AB6618                         *CURRENT SURVEY CONTROL
 AB6618  ______________________________________________________________________
 AB6618* NAD 83(1993) POSITION- 35 07 00.47613(N) 097 43 30.95278(W)   ADJUSTED
 AB6618* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 AB6618  ______________________________________________________________________
 AB6618  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 AB6618  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 AB6618  HORZ ORDER      -  THIRD
 AB6618
 AB6618.The horizontal coordinates were established by classical geodetic methods
 AB6618.and adjusted by the National Geodetic Survey in November 1994.
 AB6618
 AB6618.The orthometric height was scaled from a topographic map.
 AB6618
 AB6618.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB6618.GEOID18 height accuracy estimate available here.
 AB6618
 AB6618.Click photographs - Photos may exist for this station.
 AB6618
 AB6618.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB6618
 AB6618. The following values were computed from the NAD 83(1993) position.
 AB6618
 AB6618;                    North         East     Units Scale Factor Converg.
 AB6618;SPC OK S     -   197,866.768   625,043.840   MT  0.99997904   +0 09 21.4
 AB6618;SPC OK S     -   649,167.89  2,050,664.67   sFT  0.99997904   +0 09 21.4
 AB6618;UTM  14      - 3,886,739.137   616,159.447   MT  0.99976629   +0 44 00.1
 AB6618
 AB6618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6618!SPC OK S     -   0.99993758  x   0.99997904  =   0.99991662
 AB6618!UTM  14      -   0.99993758  x   0.99976629  =   0.99970389
 AB6618
 AB6618:                Primary Azimuth Mark                     Grid Az
 AB6618:SPC OK S     -  MIDDLEBERG AZ MK                         208 19 46.0
 AB6618:UTM  14      -  MIDDLEBERG AZ MK                         207 45 07.3
 AB6618
 AB6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1615986739(NAD 83)
 AB6618
 AB6618|---------------------------------------------------------------------|
 AB6618| PID    Reference Object                     Distance      Geod. Az  |
 AB6618|                                                           dddmmss.s |
 AB6618| FJ1036 BLANCHARD MUNICIPAL TANK            APPROX. 6.4 KM 0700524.6 |
 AB6618| CL4891 MIDDLEBERG RM 1                       5.900 METERS 08229     |
 AB6618| CL4892 MIDDLEBERG RM 2                      11.846 METERS 17935     |
 AB6618| CL4893 MIDDLEBERG RM 3                      11.814 METERS 17943     |
 AB6618| CL4890 MIDDLEBERG AZ MK                                   2082907.4 |
 AB6618|---------------------------------------------------------------------|
 AB6618
 AB6618                          SUPERSEDED SURVEY CONTROL
 AB6618
 AB6618  NAD 83(1986)-  35 07 00.48143(N)    097 43 30.93632(W) AD(       ) 3
 AB6618
 AB6618.Superseded values are not recommended for survey control.
 AB6618
 AB6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6618.See file dsdata.pdf to determine how the superseded data were derived.
 AB6618
 AB6618_MARKER: DS = TRIANGULATION STATION DISK
 AB6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6618_STAMPING: MIDDLEBERG 1957 1969
 AB6618_MARK LOGO: CGS
 AB6618_PROJECTION: PROJECTING 15 CENTIMETERS
 AB6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6618+STABILITY: SURFACE MOTION
 AB6618
 AB6618  HISTORY     - Date     Condition        Report By
 AB6618  HISTORY     - 1969     MONUMENTED       CGS
 AB6618  HISTORY     - 1976     GOOD             DMA
 AB6618
 AB6618                          STATION DESCRIPTION
 AB6618
 AB6618'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB6618'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE FOUND
 AB6618'DESTROYED.  THE STATION UNDERGROUND MARK, REFERENCE MARK
 AB6618'NO. 1, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 AB6618'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED
 AB6618'TO CHECK BY-0.03 FEET AND THE DIRECTION FAILED TO CHECK
 AB6618'BY 2 MIN 24 SEC.  THE DIRECTION BETWEEN THE WATER TANK AND
 AB6618'THE AZIMUTH MARK FAILED TO CHECK BY PLUS 5.6 SEC.
 AB6618'
 AB6618'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3 WERE
 AB6618'SET.
 AB6618'
 AB6618'FOLLOWING IS A NEW DESCRIPTION.
 AB6618'
 AB6618'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BLANCHARD,
 AB6618'GO SOUTH ON U.S. HIGHWAY 62 AND 277 FOR 0.8 MILE TO THE
 AB6618'JUNCTION OF STATE HIGHWAY 76.  KEEP RIGHT AND CONTINUE WEST
 AB6618'ON HIGHWAYS 72 AND 277 FOR 3.5 MILES TO A CROSSROAD.  (CONTINUE
 AB6618'WESTERLY ON HIGHWAYS 72 AND 277 FOR 0.2 MILE TO THE AZIMUTH
 AB6618'MARK ON THE LEFT).  CONTINUE STRAIGHT AHEAD, LEAVING THE
 AB6618'HIGHWAY AND GO WEST ON A SAND ROAD FOR 0.15 MILE TO A CONCRETE
 AB6618'BUILDING, MICROWAVE TOWER, AND THE STATION ON THE RIGHT.
 AB6618'
 AB6618'STATION SURFACE MARK, A STANDARD DISK STAMPED MIDDLEBERG
 AB6618'1957 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 AB6618'WHICH PROJECTS 6 INCHES.  IT IS 108.5 FEET SOUTH-SOUTHWEST
 AB6618'OF THE SOUTHWEST CORNER OF THE CONCRETE BUILDING, 31 FEET
 AB6618'EAST OF THE CENTER OF THE ENTRANCE TO THE BUILDING AND TOWER,
 AB6618'21 FEET NORTH OF THE CENTER OF SAND ROAD, 5 FEET EAST-SOUTHEAST
 AB6618'OF A JOG IN FENCE, 3 FEET SOUTHWEST OF A WOODEN WITNESS POST,
 AB6618'2.5 FEET SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS
 AB6618'POST.  THE UNDERGROUND DISK IS STAMPED MIDDLEBERG 1957, SET
 AB6618'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AB6618'THE SURFACE OF THE GROUND.
 AB6618'
 AB6618'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MIDDLEBERG
 AB6618'NO. 1 1957, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 AB6618'WHICH PROJECTS 6 INCHES.  IT IS 24 FEET EAST OF THE JOG
 AB6618'IN THE FENCELINE, 20 FEET NORTH OF THE CENTER OF THE SAND
 AB6618'ROAD, AND 1 FOOT SOUTH OF A FENCE.
 AB6618'
 AB6618'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MIDDLEBERG
 AB6618'1957 NO. 3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE
 AB6618'POST WHICH PROJECTS 2 INCHES.  IT IS 64 FEET EAST OF THE CENTER
 AB6618'OF A NORTH-SOUTH ROAD, 41.5 FEET WEST OF A TELEPHONE POLE,
 AB6618'AND 18 FEET SOUTH OF THE SAND ROAD.
 AB6618'
 AB6618'AZIMUTH MARK, A STANDARD DISK STAMPED MIDDLEBERG 1957,
 AB6618'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 AB6618'6 INCHES.  IT IS 47 FEET SOUTHEAST OF THE CENTERLINE OF
 AB6618'U.S. HIGHWAYS 62 AND 277, 33 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 AB6618'POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND 1 FOOT
 AB6618'SOUTHEAST OF A FENCE.
 AB6618'
 AB6618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 AB6618'MILES SOUTHWEST OF BLANCHARD.
 AB6618
 AB6618                          STATION RECOVERY (1976)
 AB6618
 AB6618'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 AB6618'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE
 AB6618'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, REFERENCE
 AB6618'MARK NO. 3 COULD NOT BE LOCATED AND IS PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0994 ***********************************************************************
 FJ0994  DESIGNATION -  MIDWEST CITY HOLMAN TANK
 FJ0994  PID         -  FJ0994
 FJ0994  STATE/COUNTY-  OK/OKLAHOMA
 FJ0994  COUNTRY     -  US
 FJ0994  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0994
 FJ0994                         *CURRENT SURVEY CONTROL
 FJ0994  ______________________________________________________________________
 FJ0994* NAD 83(1993) POSITION- 35 28 38.58127(N) 097 22 47.40366(W)   ADJUSTED
 FJ0994  ______________________________________________________________________
 FJ0994  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 FJ0994  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 FJ0994  HORZ ORDER      -  THIRD
 FJ0994
 FJ0994.The horizontal coordinates were established by classical geodetic methods
 FJ0994.and adjusted by the National Geodetic Survey in November 1994.
 FJ0994
 FJ0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0994.GEOID18 height accuracy estimate available here.
 FJ0994
 FJ0994.Click photographs - Photos may exist for this station.
 FJ0994
 FJ0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0994
 FJ0994. The following values were computed from the NAD 83(1993) position.
 FJ0994
 FJ0994;                    North         East     Units Scale Factor Converg.
 FJ0994;SPC OK N     -    53,147.234   656,283.616   MT  1.00001740   +0 21 57.6
 FJ0994;SPC OK N     -   174,367.22  2,153,157.16   sFT  1.00001740   +0 21 57.6
 FJ0994;UTM  14      - 3,927,191.511   646,985.469   MT  0.99986624   +0 56 25.7
 FJ0994
 FJ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4698527191(NAD 83)
 FJ0994
 FJ0994                          SUPERSEDED SURVEY CONTROL
 FJ0994
 FJ0994  NAD 83(1986)-  35 28 38.58757(N)    097 22 47.38586(W) AD(       ) 3
 FJ0994  NAD 27      -  35 28 38.36809(N)    097 22 46.25800(W) AD(       ) 3
 FJ0994
 FJ0994.Superseded values are not recommended for survey control.
 FJ0994
 FJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0994.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0994
 FJ0994_MARKER: 53 = ELEVATED TANK
 FJ0994
 FJ0994  HISTORY     - Date     Condition        Report By
 FJ0994  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0994
 FJ0994                          STATION DESCRIPTION
 FJ0994
 FJ0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0994'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED ABOUT 4
 FJ0994'MILES EAST OF THE EAST OKLAHOMA CITY CITY LIMIT AND ABOUT 1.5
 FJ0994'MILES NORTH OF MIDWEST CITY, ON THE SOUTH SIDE OF 10TH STREET.
 FJ0994'THE TANK IS ELEVATED BY A FOUR LEGGED SKELETON FRAMEWORK AND
 FJ0994'IS APPROXIMATELY 90 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0992 ***********************************************************************
 FJ0992  DESIGNATION -  MIDWEST CITY MUNICIPAL TANK
 FJ0992  PID         -  FJ0992
 FJ0992  STATE/COUNTY-  OK/OKLAHOMA
 FJ0992  COUNTRY     -  US
 FJ0992  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0992
 FJ0992                         *CURRENT SURVEY CONTROL
 FJ0992  ______________________________________________________________________
 FJ0992* NAD 83(1993) POSITION- 35 26 18.83378(N) 097 24 01.25576(W)   ADJUSTED
 FJ0992  ______________________________________________________________________
 FJ0992  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 FJ0992  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 FJ0992  HORZ ORDER      -  THIRD
 FJ0992
 FJ0992.The horizontal coordinates were established by classical geodetic methods
 FJ0992.and adjusted by the National Geodetic Survey in November 1994.
 FJ0992
 FJ0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0992.GEOID18 height accuracy estimate available here.
 FJ0992
 FJ0992.Click photographs - Photos may exist for this station.
 FJ0992
 FJ0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0992
 FJ0992. The following values were computed from the NAD 83(1993) position.
 FJ0992
 FJ0992;                    North         East     Units Scale Factor Converg.
 FJ0992;SPC OK N     -    48,828.626   654,448.435   MT  1.00002572   +0 21 14.0
 FJ0992;SPC OK N     -   160,198.58  2,147,136.24   sFT  1.00002572   +0 21 14.0
 FJ0992;SPC OK S     -   233,693.335   654,449.620   MT  1.00004701   +0 20 25.3
 FJ0992;SPC OK S     -   766,708.88  2,147,140.13   sFT  1.00004701   +0 20 25.3
 FJ0992;UTM  14      - 3,922,855.418   645,193.939   MT  0.99985980   +0 55 39.7
 FJ0992
 FJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4519322855(NAD 83)
 FJ0992
 FJ0992                          SUPERSEDED SURVEY CONTROL
 FJ0992
 FJ0992  NAD 83(1986)-  35 26 18.83876(N)    097 24 01.23674(W) AD(       ) 3
 FJ0992  NAD 27      -  35 26 18.61739(N)    097 24 00.10817(W) AD(       ) 3
 FJ0992
 FJ0992.Superseded values are not recommended for survey control.
 FJ0992
 FJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0992.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0992
 FJ0992_MARKER: 53 = ELEVATED TANK
 FJ0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0992+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ0992
 FJ0992  HISTORY     - Date     Condition        Report By
 FJ0992  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0992  HISTORY     - 20011004 GOOD             INDIV
 FJ0992  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0992
 FJ0992                          STATION DESCRIPTION
 FJ0992
 FJ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0992'THE STATION IS THE BALL ATOP THE RED AND WHITE CHECKED METAL TANK
 FJ0992'LOCATED AT THE REAR OF THE CITY HALL IN MIDWEST CITY.
 FJ0992'THE TANK IS ELEVATED BY A TEN LEGGED SKELETON FRAMEWORK AND IS
 FJ0992'APPROXIMATELY 120 FEET HIGH.
 FJ0992
 FJ0992                          STATION RECOVERY (2001)
 FJ0992
 FJ0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0992'RECOVERED INTACT.  THE BUILDINGS ASSOCIATED WITH THE TOWER HAVE NOT
 FJ0992'BEEN THE CITY HALL FOR SEVERAL YEARS.
 FJ0992
 FJ0992                          STATION RECOVERY (2009)
 FJ0992
 FJ0992'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0861 ***********************************************************************
 GG0861  DESIGNATION -  MILAM
 GG0861  PID         -  GG0861
 GG0861  STATE/COUNTY-  OK/NOWATA
 GG0861  COUNTRY     -  US
 GG0861  USGS QUAD   -  WINGANON (2019)
 GG0861
 GG0861                         *CURRENT SURVEY CONTROL
 GG0861  ______________________________________________________________________
 GG0861* NAD 83(1997) POSITION- 36 36 36.25835(N) 095 30 11.97069(W)   ADJUSTED
 GG0861* NAVD 88 ORTHO HEIGHT -   222.0   (meters)      728.    (feet) VERTCON3
 GG0861  ______________________________________________________________________
 GG0861  GEOID HEIGHT    -        -29.325 (meters)                     GEOID18
 GG0861  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 GG0861  HORZ ORDER      -  SECOND
 GG0861
 GG0861.The horizontal coordinates were established by classical geodetic methods
 GG0861.and adjusted by the National Geodetic Survey in October 1998.
 GG0861
 GG0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0861
 GG0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0861.GEOID18 height accuracy estimate available here.
 GG0861
 GG0861.Click photographs - Photos may exist for this station.
 GG0861
 GG0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0861
 GG0861. The following values were computed from the NAD 83(1997) position.
 GG0861
 GG0861;                    North         East     Units Scale Factor Converg.
 GG0861;SPC OK N     -   181,517.549   823,332.675   MT  0.99997517   +1 28 24.3
 GG0861;SPC OK N     -   595,528.83  2,701,217.28   sFT  0.99997517   +1 28 24.3
 GG0861;UTM  15      - 4,054,535.681   276,111.027   MT  1.00021761   -1 29 36.7
 GG0861
 GG0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0861!SPC OK N     -   0.99996976  x   0.99997517  =   0.99994493
 GG0861!UTM  15      -   0.99996976  x   1.00021761  =   1.00018736
 GG0861
 GG0861:                Primary Azimuth Mark                     Grid Az
 GG0861:SPC OK N     -  REBAR 49                                 120 50 03.2
 GG0861:UTM  15      -  REBAR 49                                 123 48 04.2
 GG0861
 GG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7611154535(NAD 83)
 GG0861
 GG0861|---------------------------------------------------------------------|
 GG0861| PID    Reference Object                     Distance      Geod. Az  |
 GG0861|                                                           dddmmss.s |
 GG0861| GG0768 REBAR 49                            APPROX. 1.5 KM 1221827.5 |
 GG0861| CI2512 MILAM RM 2                           30.156 METERS 17759     |
 GG0861| CI2113 RADIO MAST                                         2740905.8 |
 GG0861| CI2511 MILAM RM 1                           12.516 METERS 27410     |
 GG0861|---------------------------------------------------------------------|
 GG0861
 GG0861                          SUPERSEDED SURVEY CONTROL
 GG0861
 GG0861  NAD 83(1993)-  36 36 36.25913(N)    095 30 11.97059(W) AD(       ) 2
 GG0861  NAD 83(1986)-  36 36 36.28137(N)    095 30 11.95267(W) AD(       ) 2
 GG0861  NAD 27      -  36 36 35.95604(N)    095 30 11.04111(W) AD(       ) 2
 GG0861  NGVD 29 (07/19/86)  221.9    (m)          728.     (f) VERT ANG       
 GG0861
 GG0861.Superseded values are not recommended for survey control.
 GG0861
 GG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0861.See file dsdata.pdf to determine how the superseded data were derived.
 GG0861
 GG0861_MARKER: DD = SURVEY DISK
 GG0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GG0861_STAMPING: ET MILAM 1968
 GG0861_MARK LOGO: USGS
 GG0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0861
 GG0861  HISTORY     - Date     Condition        Report By
 GG0861  HISTORY     - 1968     MONUMENTED       USGS
 GG0861
 GG0861                          STATION DESCRIPTION
 GG0861
 GG0861'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0861'THE STATION IS LOCATED APPROX. 5.0 MI N. AND 4.0 MI W. OF
 GG0861'CHELSEA, APPROX. 1.0 MI W. OF SMALL VILLAGE OF ALLUWE, T. 25
 GG0861'N., R. 17 E., NEAR THE NW. COR. SEC. 33.
 GG0861'
 GG0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 66
 GG0861'AND STATE HWY. 28 AT CHELSEA, TURN LEFT (W.) AND GO ALONG
 GG0861'STATE HWY. 28 NORTHWESTWARD FOR 8.6 MI TO A CROSSROADS AT
 GG0861'N. EDGE OF ALLUWE, TURN LEFT (W.) AND GO ALONG COUNTY RD. FOR
 GG0861'1.0 MI TO A CROSSROADS, TURN LEFT (S.) AND GO 0.15 MI TO STATION
 GG0861'ON THE LEFT (E.) SIDE OF RD.
 GG0861'
 GG0861'THE STATION MARK IS 74 FT E. OF CENTER OF RD., 42 FT E. OF
 GG0861'FENCE, 605 FT N. AND 74 FT E. OF CENTER OF PRIVATE T-RD. E., 42 FT
 GG0861'E. OF STANDARD USGS WITNESS POST, STAMPED ET MILAM 1968.
 GG0861'
 GG0861'REFERENCE MARK 1 IS W. OF THE STATION, 1 FT E. OF FENCE, 33
 GG0861'FT E. OF CENTER OF RD., 607 FT N. AND 33 FT E. OF CENTER
 GG0861'OF PRIVATE T-RD. E., 1 FT E. OF STANDARD USGS WITNESS
 GG0861'POST, STAMPED MILAM NO 1 1968.
 GG0861'
 GG0861'REFERENCE MARK NO. 2 IS S. OF THE STATION, 77 FT E. OF
 GG0861'CENTER OF RD., 42 FT E. OF STANDARD USGS WITNESS POST, STAMPED
 GG0861'MILAM NO 2 1968.
 GG0861'
 GG0861'AZIMUTH MARK--NONE SET.
 GG0861'
 GG0861'REFERENCE AZIMUTH OBSERVED TO TOP OF CENTER OF RADIO MAST
 GG0861'APPROX. 4.0 MI WESTWARD.
 GG0861'
 GG0861'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS
 GG0861'CRIMPED TO 0.5 IN. COPPER COATED RODS, CENTERED IN
 GG0861'6 IN. DIAMETER TILES, 12 IN. LONG, FILLED TO WITHIN 1 IN. OF
 GG0861'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0765 ***********************************************************************
 GG0765  DESIGNATION -  MILAN
 GG0765  PID         -  GG0765
 GG0765  STATE/COUNTY-  OK/ROGERS
 GG0765  COUNTRY     -  US
 GG0765  USGS QUAD   -  CHELSEA (2018)
 GG0765
 GG0765                         *CURRENT SURVEY CONTROL
 GG0765  ______________________________________________________________________
 GG0765* NAD 83(1993) POSITION- 36 30 29.00029(N) 095 29 20.34208(W)   ADJUSTED
 GG0765* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 GG0765  ______________________________________________________________________
 GG0765  GEOID HEIGHT    -        -29.257 (meters)                     GEOID18
 GG0765  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 GG0765  HORZ ORDER      -  FIRST
 GG0765
 GG0765.The horizontal coordinates were established by classical geodetic methods
 GG0765.and adjusted by the National Geodetic Survey in November 1994.
 GG0765
 GG0765.The orthometric height was scaled from a topographic map.
 GG0765
 GG0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0765.GEOID18 height accuracy estimate available here.
 GG0765
 GG0765.Click photographs - Photos may exist for this station.
 GG0765
 GG0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0765
 GG0765. The following values were computed from the NAD 83(1993) position.
 GG0765
 GG0765;                    North         East     Units Scale Factor Converg.
 GG0765;SPC OK N     -   170,234.104   824,907.997   MT  0.99996303   +1 28 54.7
 GG0765;SPC OK N     -   558,509.72  2,706,385.65   sFT  0.99996303   +1 28 54.7
 GG0765;UTM  15      - 4,043,183.062   277,100.819   MT  1.00021217   -1 28 53.0
 GG0765
 GG0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0765!SPC OK N     -   0.99996267  x   0.99996303  =   0.99992570
 GG0765!UTM  15      -   0.99996267  x   1.00021217  =   1.00017483
 GG0765
 GG0765:                Primary Azimuth Mark                     Grid Az
 GG0765:SPC OK N     -  MILAN AZ MK                              097 18 13.4
 GG0765:UTM  15      -  MILAN AZ MK                              100 16 01.1
 GG0765
 GG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7710043183(NAD 83)
 GG0765
 GG0765|---------------------------------------------------------------------|
 GG0765| PID    Reference Object                     Distance      Geod. Az  |
 GG0765|                                                           dddmmss.s |
 GG0765| CI2514 MILAN RM 1                           24.700 METERS 01434     |
 GG0765| CI2515 MILAN RM 2                           36.435 METERS 08921     |
 GG0765| CI2513 MILAN AZ MK                                        0984708.1 |
 GG0765| GG0865 NOWATA MUNICIPAL TANK               APPROX.25.5 KM 3280311.6 |
 GG0765|---------------------------------------------------------------------|
 GG0765
 GG0765                          SUPERSEDED SURVEY CONTROL
 GG0765
 GG0765  NAD 83(1986)-  36 30 29.02435(N)    095 29 20.32498(W) AD(       ) 1
 GG0765  NAD 27      -  36 30 28.68900(N)    095 29 19.41400(W) AD(       ) 1
 GG0765
 GG0765.Superseded values are not recommended for survey control.
 GG0765
 GG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0765.See file dsdata.pdf to determine how the superseded data were derived.
 GG0765
 GG0765_MARKER: DS = TRIANGULATION STATION DISK
 GG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0765_STAMPING: MILAN 1934
 GG0765_MARK LOGO: CGS
 GG0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0765+STABILITY: SURFACE MOTION
 GG0765
 GG0765  HISTORY     - Date     Condition        Report By
 GG0765  HISTORY     - 1934     MONUMENTED       CGS
 GG0765  HISTORY     - 1960     GOOD             CGS
 GG0765  HISTORY     - 19680227 MARK NOT FOUND   USGS
 GG0765  HISTORY     - 1970     MARK NOT FOUND   NGS
 GG0765
 GG0765                          STATION DESCRIPTION
 GG0765
 GG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0765'STATION IS LOCATED ABOUT 2.0 MILES S AND 2.0 MILES W OF
 GG0765'CHELSEA, 3 MILES E AND 5 MILES N OF FOYIL, IN NW 1/4 OF SEC.
 GG0765'2, T 23 N, R 17 E, ON THE W END OF RIDGE EXTENDING E AND W.
 GG0765'TOP OF RIDGE IS BARE BUT TREES ALONG BOTH RIMS.  STATION IS
 GG0765'144 FEET E OF N AND S FENCE, 165 FEET SE OF TRIANGULAR BLAZE
 GG0765'ON A 10-INCH OAK TREE IN FENCE WHERE FENCE MARKS A SLIGHT
 GG0765'BEND TO NE.
 GG0765'
 GG0765'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 GG0765'IN CONCRETE.
 GG0765'
 GG0765'SURFACE MARK PROJECTS ABOUT 10 INCHES ABOVE SURFACE AND IS
 GG0765'INSCRIBED MILAN 1934.
 GG0765'
 GG0765'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 GG0765'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GG0765'
 GG0765'REFERENCE MARK NO. 1 IS N OF STATION, AND IS INSCRIBED MILAN
 GG0765'NO. 1, 1934.
 GG0765'
 GG0765'REFERENCE MARK NO. 2 IS E OF STATION, AND IS INSCRIBED MILAN
 GG0765'NO. 2, 1934.
 GG0765'
 GG0765'AZIMUTH MARK IS ABOUT 0.2 MILE ESE OF STATION, (95 DEG MAGNETIC)
 GG0765'50 FEET N OF S TIMER LINE OF PASTURE.  MARK IS IN CENTER
 GG0765'OF A SMALL ROUND ROCK, (ABOUT 4 FEET IN DIAMETER) AND IS
 GG0765'INSCRIBED MILAN AZI 1934.
 GG0765'
 GG0765'REACHED FROM FOYIL ON U.S. HIGHWAY 66 BY GOING NE 5.4 MILES.
 GG0765'LEAVE U.S. HIGHWAY 66, TURN LEFT W (AT OLD COAL TIPPLE),
 GG0765'GO 0.65 MILE, TURN RIGHT, N, GO 0.15 MILES, TAKE LEFT FORK,
 GG0765'GO 0.4 MILE, TAKE RIGHT FORK (JUST AFTER PASSING THROUGH
 GG0765'GATE AT TOP OF A STEEP BANK), GO 0.15 MILE, LEAVE ROAD, BEAR
 GG0765'RIGHT N (ACROSS PASTURE), GO 0.45 MILE THEN BEAR LEFT, W, 0.65
 GG0765'MILE TO N AND S FENCE ON TOP OF RIDGE AND STATION.
 GG0765'
 GG0765'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 GG0765
 GG0765                          STATION RECOVERY (1960)
 GG0765
 GG0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0765'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0765'CONDITION.  THE STATION IS IN THE NW 1/4 SEC. 3 INSTEAD OF
 GG0765'SEC. 2 AS ORIGINALLY DESCRIBED AND IS ABOUT 100 YARDS WEST
 GG0765'OF A POWER LINE THAT PASSES OVER THE WEST SIDE OF THE RIDGE.
 GG0765'
 GG0765'TO REACH FROM FOYIL, GO NORTHEAST ON U.S. HIGHWAY 66 FOR 5.4
 GG0765'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.65
 GG0765'MILE TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.15 MILE TO A
 GG0765'BOARD GATE ON THE LEFT, TURN LEFT THROUGH GATE AND GO WEST AND
 GG0765'NORTH OF FIELD ROAD FOR 0.4 MILE TO TOP OF HILL, CONTNUE NORTH
 GG0765'ON TRAIL ROAD ACROSS OPEN FIELD FOR 0.5 MILE TO FORKS, TAKE LEFT
 GG0765'FORK TO NORTH OF POND AND GO 0.55 MILE TO THE AZIMUTH MARK
 GG0765'ON LEFT (AZIMUTH MARK IS ABOUT 72 YARDS SOUTH OF THE ROAD)
 GG0765'CONTINUE WEST FOR ABOUT 0.2 MILE TO STATION.
 GG0765
 GG0765                          STATION RECOVERY (1968)
 GG0765
 GG0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GLD)
 GG0765'MARK NOT FOUND.
 GG0765
 GG0765                          STATION RECOVERY (1970)
 GG0765
 GG0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0765'ALL MARKS WERE SEARCHED FOR BUT NOT FOUND.  IT WAS ASSUMED ALL MARKS
 GG0765'WERE DESTROYED BY COAL STRIPPING OPERATION.  THE PROPERTY OWNER WAS
 GG0765'CONTACTED AND HE SAID THE CONTRACTORS WERE WARNED ABOUT THE MARKS
 GG0765'BUT DESTOYED THEM ANYWAY.  THIS STATION SHOULD BE LISTED DESTROYED.
 GG0765'
 GG0765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 GG0765'AND 5 MILES NORTH OF FOYIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1017 ***********************************************************************
 GH1017  DESIGNATION -  MILEK
 GH1017  PID         -  GH1017
 GH1017  STATE/COUNTY-  OK/OSAGE
 GH1017  COUNTRY     -  US
 GH1017  USGS QUAD   -  DOGA CREEK (2018)
 GH1017
 GH1017                         *CURRENT SURVEY CONTROL
 GH1017  ______________________________________________________________________
 GH1017* NAD 83(1993) POSITION- 36 32 05.80164(N) 096 51 20.07807(W)   ADJUSTED
 GH1017* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 GH1017  ______________________________________________________________________
 GH1017  GEOID HEIGHT    -        -28.698 (meters)                     GEOID18
 GH1017  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 GH1017  HORZ ORDER      -  THIRD
 GH1017
 GH1017.The horizontal coordinates were established by classical geodetic methods
 GH1017.and adjusted by the National Geodetic Survey in November 1994.
 GH1017
 GH1017.The orthometric height was scaled from a topographic map.
 GH1017
 GH1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1017.GEOID18 height accuracy estimate available here.
 GH1017
 GH1017.Click photographs - Photos may exist for this station.
 GH1017
 GH1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1017
 GH1017. The following values were computed from the NAD 83(1993) position.
 GH1017
 GH1017;                    North         East     Units Scale Factor Converg.
 GH1017;SPC OK N     -   170,913.240   702,478.138   MT  0.99996592   +0 40 31.4
 GH1017;SPC OK N     -   560,737.85  2,304,713.69   sFT  0.99996592   +0 40 31.4
 GH1017;UTM  14      - 4,045,423.543   691,971.186   MT  1.00005406   +1 16 37.2
 GH1017
 GH1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1017!SPC OK N     -   0.99995803  x   0.99996592  =   0.99992396
 GH1017!UTM  14      -   0.99995803  x   1.00005406  =   1.00001209
 GH1017
 GH1017:                Primary Azimuth Mark                     Grid Az
 GH1017:SPC OK N     -  MILEK AZ MK                              012 24 53.2
 GH1017:UTM  14      -  MILEK AZ MK                              011 48 47.4
 GH1017
 GH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9197145423(NAD 83)
 GH1017
 GH1017|---------------------------------------------------------------------|
 GH1017| PID    Reference Object                     Distance      Geod. Az  |
 GH1017|                                                           dddmmss.s |
 GH1017| CI2516 MILEK AZ MK                                        0130524.6 |
 GH1017| CI2517 MILEK RM 1                           14.692 METERS 24224     |
 GH1017| CI2518 MILEK RM 2                           12.219 METERS 34915     |
 GH1017|---------------------------------------------------------------------|
 GH1017
 GH1017                          SUPERSEDED SURVEY CONTROL
 GH1017
 GH1017  NAD 83(1986)-  36 32 05.81371(N)    096 51 20.06480(W) AD(       ) 3
 GH1017  NAD 27      -  36 32 05.64677(N)    096 51 18.93768(W) AD(       ) 3
 GH1017
 GH1017.Superseded values are not recommended for survey control.
 GH1017
 GH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1017.See file dsdata.pdf to determine how the superseded data were derived.
 GH1017
 GH1017_MARKER: DS = TRIANGULATION STATION DISK
 GH1017_SETTING: 66 = SET IN ROCK OUTCROP
 GH1017_STAMPING: MILEK 1963
 GH1017_MARK LOGO: CGS
 GH1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH1017+STABILITY: POSITION/ELEVATION WELL
 GH1017
 GH1017  HISTORY     - Date     Condition        Report By
 GH1017  HISTORY     - 1963     MONUMENTED       CGS
 GH1017
 GH1017                          STATION DESCRIPTION
 GH1017
 GH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1017'THE STATION IS LOCATED 14 MILES NORTH NORTHWEST OF PAWNEE,
 GH1017'7 MILES WEST NORTHWEST OF RALSTON, 1-1/4 MILES WEST NORTHWEST
 GH1017'OF THE ARKANSAS RIVER, AND ON A ROCKY OUTCROP KNOLL.  IT IS
 GH1017'ON THE PROPERTY OF MR. EDD BATES WHO LIVES JUST NORTHEAST OF
 GH1017'THE STATION.
 GH1017'
 GH1017'TO REACH FROM THE JUNCTION OF US HIGHWAYS 60, 77 AND STATE
 GH1017'HIGHWAY 11 IN THE SOUTHEAST PART OF PONCA CITY, GO EAST ON
 GH1017'US HIGHWAY 60 AND STATE HIGHWAY 11 FOR 7.4 MILES TO A SIDE ROAD
 GH1017'RIGHT, JUST BEFORE REACHING 9 MILE STATION, TURN RIGHT AND GO
 GH1017'SOUTH ON A SURFACED ROAD FOR 5.0 MILES.  HERE TAKE THE LEFT
 GH1017'SURFACED ROAD AND GO EAST, SOUTHEAST AND EAST FOR 6.0 MILES TO A
 GH1017'FORK, TAKE THE RIGHT FORK AND GO SOUTH FOR 1.0 MILE TO A SIDE
 GH1017'ROAD LEFT, EAST, CONTINUE AHEAD, SOUTH FOR 1.1 MILES TO A
 GH1017'SIDE ROAD RIGHT, WEST, CONTINUE SOUTH FOR 0.4 MILE TO THE
 GH1017'AZIMUTH MARK THE LEFT, EAST SIDE OF THE ROAD.  CONTINUE FOR 0.8
 GH1017'MILE TO A WIRE GATE ON THE RIGHT, WEST, SIDE OF THE ROAD.  TURN
 GH1017'RIGHT, WEST, THROUGH THE GATE NORTHWEST FOR 0.2 MILE TO THE
 GH1017'SOUTHWEST END OF THE KNOLL, THENCE NORTH AND NORTHEAST FOR
 GH1017'0.1 MILE TO THE TOP OF THE KNOLL AND THE HIGHEST POINT AND
 GH1017'THE STATION.
 GH1017'
 GH1017'THE STATION MARK IS A STANDARD DISK, STAMPED MILEK 1963,
 GH1017'CEMENTED IN A DRILL HOLE IN 12 BY 12 FOOT ROCK OUTCROP THAT
 GH1017'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7 FEET WEST
 GH1017'OF THE WITNESS POST AND 7 FEET NORTH OF THE FOOT PRINTS IN
 GH1017'THE ROCK OUTCROP.
 GH1017'
 GH1017'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILEK NO 1 1963,
 GH1017'CEMENTED IN A DRILL HOLE IN A 5 BY 7 FOOT ROCK OUTCROP FLUSH WITH
 GH1017'THE SURFACE OF THE GROUND.  IT IS THE SAME ELEVATION AS THE
 GH1017'STATION MARK.
 GH1017'
 GH1017'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILEK NO 2 1963,
 GH1017'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP THAT
 GH1017'PROJECTS 2 INCHES.  THE MARK IS 1 FOOT LOWER THAN THE STATION
 GH1017'MARK.
 GH1017'
 GH1017'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILEK 1963,
 GH1017'CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT ROCK OUTCROP THAT
 GH1017'PROJECTS 6 INCHES.  IT IS 3 FEET SOUTH OF A SMALL CAIRN IN A
 GH1017'FIELD, 204 FEET EAST OF THE FENCE AND WITNESS POST AND 231.5
 GH1017'FEET EAST OF THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0786 ***********************************************************************
 EL0786  DESIGNATION -  MILL
 EL0786  PID         -  EL0786
 EL0786  STATE/COUNTY-  OK/JOHNSTON
 EL0786  COUNTRY     -  US
 EL0786  USGS QUAD   -  MILL CREEK (2018)
 EL0786
 EL0786                         *CURRENT SURVEY CONTROL
 EL0786  ______________________________________________________________________
 EL0786* NAD 83(1993) POSITION- 34 26 01.64146(N) 096 50 14.53278(W)   ADJUSTED
 EL0786* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 EL0786  ______________________________________________________________________
 EL0786  GEOID HEIGHT    -        -25.378 (meters)                     GEOID18
 EL0786  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 EL0786  HORZ ORDER      -  SECOND
 EL0786
 EL0786.The horizontal coordinates were established by classical geodetic methods
 EL0786.and adjusted by the National Geodetic Survey in November 1994.
 EL0786
 EL0786.The orthometric height was scaled from a topographic map.
 EL0786
 EL0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0786.GEOID18 height accuracy estimate available here.
 EL0786
 EL0786.Click photographs - Photos may exist for this station.
 EL0786
 EL0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0786
 EL0786. The following values were computed from the NAD 83(1993) position.
 EL0786
 EL0786;                    North         East     Units Scale Factor Converg.
 EL0786;SPC OK S     -   122,681.354   706,851.402   MT  0.99993937   +0 39 35.7
 EL0786;SPC OK S     -   402,497.08  2,319,061.64   sFT  0.99993937   +0 39 35.7
 EL0786;UTM  14      - 3,812,376.520   698,710.414   MT  1.00008673   +1 13 23.8
 EL0786
 EL0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0786!SPC OK S     -   0.99994966  x   0.99993937  =   0.99988903
 EL0786!UTM  14      -   0.99994966  x   1.00008673  =   1.00003639
 EL0786
 EL0786:                Primary Azimuth Mark                     Grid Az
 EL0786:SPC OK S     -  MILL AZ MK                               087 45 35.1
 EL0786:UTM  14      -  MILL AZ MK                               087 11 47.0
 EL0786
 EL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9871012376(NAD 83)
 EL0786
 EL0786|---------------------------------------------------------------------|
 EL0786| PID    Reference Object                     Distance      Geod. Az  |
 EL0786|                                                           dddmmss.s |
 EL0786| CY1673 MILL RM 1                            15.430 METERS 00328     |
 EL0786| CY1672 MILL AZ MK                                         0882510.8 |
 EL0786| CY1674 MILL RM 2                            10.412 METERS 09300     |
 EL0786|---------------------------------------------------------------------|
 EL0786
 EL0786                          SUPERSEDED SURVEY CONTROL
 EL0786
 EL0786  NAD 83(1986)-  34 26 01.64620(N)    096 50 14.52359(W) AD(       ) 2
 EL0786  NAD 27      -  34 26 01.31880(N)    096 50 13.48580(W) AD(       ) 2
 EL0786
 EL0786.Superseded values are not recommended for survey control.
 EL0786
 EL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0786.See file dsdata.pdf to determine how the superseded data were derived.
 EL0786
 EL0786_MARKER: DS = TRIANGULATION STATION DISK
 EL0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0786_STAMPING: MILL 1954
 EL0786_MARK LOGO: CGS
 EL0786_PROJECTION: FLUSH
 EL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0786+STABILITY: SURFACE MOTION
 EL0786
 EL0786  HISTORY     - Date     Condition        Report By
 EL0786  HISTORY     - 1954     MONUMENTED       CGS
 EL0786
 EL0786                          STATION DESCRIPTION
 EL0786
 EL0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0786'STATION IS LOCATED 9 MILES SOUTHEAST OF SULPHUR AND 2 MILES
 EL0786'NORTH NORTHEAST OF MILL CREEK.
 EL0786'
 EL0786'TO REACH FROM THE POST OFFICE IN MILL CREEK GO NORTH ON STATE
 EL0786'HIGHWAY NO. 12 FOR 2.0 MILES TO A CROSS ROAD, TURN LEFT AND
 EL0786'GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 EL0786'FOR 0.4 MILES TO THE STATION ON THE LEFT.
 EL0786'
 EL0786'THE STATION IS A STANDARD DISK SET TN THE TOP OF A SQUARE
 EL0786'CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS 25 FEET
 EL0786'SOUTH OF THE CENTER OF A ROAD AND 4 FEET NORTH OF A FENCE.
 EL0786'IT IS STAMPED MILL 1954.
 EL0786'
 EL0786'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 EL0786'A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS
 EL0786'27 FEET NORTH OF THE CENTER OF A ROAD AND 1 FOOT SOUTH OF
 EL0786'A FENCE.  IT IS STAMPED MILL NO 1 1954.
 EL0786'
 EL0786'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 EL0786'A SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS
 EL0786'27 FEET SOUTH OF THE CENTER OF A ROAD AND 2 FEET NORTH OF
 EL0786'A FENCE.  IT IS STAMPED MILL NO 2 1954.
 EL0786'
 EL0786'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0786'CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS 27 FEET
 EL0786'NORTH OF THE CENTER OF A ROAD AND 3 FEET SOUTH OF A FENCE.
 EL0786'IT IS STAMPED MILL 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0780 ***********************************************************************
 GH0780  DESIGNATION -  MILL
 GH0780  PID         -  GH0780
 GH0780  STATE/COUNTY-  OK/KINGFISHER
 GH0780  COUNTRY     -  US
 GH0780  USGS QUAD   -  LOVELL (2018)
 GH0780
 GH0780                         *CURRENT SURVEY CONTROL
 GH0780  ______________________________________________________________________
 GH0780* NAD 83(1993) POSITION- 36 00 00.44342(N) 097 41 02.62952(W)   ADJUSTED
 GH0780* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 GH0780  ______________________________________________________________________
 GH0780  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 GH0780  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 GH0780  HORZ ORDER      -  SECOND
 GH0780
 GH0780.The horizontal coordinates were established by classical geodetic methods
 GH0780.and adjusted by the National Geodetic Survey in November 1994.
 GH0780
 GH0780.The orthometric height was scaled from a topographic map.
 GH0780
 GH0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0780.GEOID18 height accuracy estimate available here.
 GH0780
 GH0780.Click photographs - Photos may exist for this station.
 GH0780
 GH0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0780
 GH0780. The following values were computed from the NAD 83(1993) position.
 GH0780
 GH0780;                    North         East     Units Scale Factor Converg.
 GH0780;SPC OK N     -   111,012.588   628,484.448   MT  0.99994965   +0 11 11.2
 GH0780;SPC OK N     -   364,213.80  2,061,952.73   sFT  0.99994965   +0 11 11.2
 GH0780;UTM  14      - 3,984,762.780   618,605.272   MT  0.99977333   +0 46 24.9
 GH0780
 GH0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0780!SPC OK N     -   0.99994812  x   0.99994965  =   0.99989778
 GH0780!UTM  14      -   0.99994812  x   0.99977333  =   0.99972147
 GH0780
 GH0780:                Primary Azimuth Mark                     Grid Az
 GH0780:SPC OK N     -  MILL AZ MK                               269 42 03.9
 GH0780:UTM  14      -  MILL AZ MK                               269 06 50.2
 GH0780
 GH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1860584762(NAD 83)
 GH0780
 GH0780|---------------------------------------------------------------------|
 GH0780| PID    Reference Object                     Distance      Geod. Az  |
 GH0780|                                                           dddmmss.s |
 GH0780| CL4897 MILL RM 3                            20.676 METERS 01159     |
 GH0780| GH0782 MARSHALL MUNICIPAL TANK             APPROX.17.9 KM 0164858.1 |
 GH0780| CL4895 MILL RM 1                            43.275 METERS 18851     |
 GH0780| FJ1090 CRESCENT CHANNEL 5 TV MAST          APPROX. 2.4 KM 2050008.9 |
 GH0780| CL4896 MILL RM 2                            48.545 METERS 26949     |
 GH0780| CL4894 MILL AZ MK                                         2695315.1 |
 GH0780|---------------------------------------------------------------------|
 GH0780
 GH0780                          SUPERSEDED SURVEY CONTROL
 GH0780
 GH0780  NAD 83(1986)-  36 00 00.44995(N)    097 41 02.61662(W) AD(       ) 2
 GH0780  NAD 27      -  36 00 00.30077(N)    097 41 01.43744(W) AD(       ) 2
 GH0780
 GH0780.Superseded values are not recommended for survey control.
 GH0780
 GH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0780.See file dsdata.pdf to determine how the superseded data were derived.
 GH0780
 GH0780_MARKER: DS = TRIANGULATION STATION DISK
 GH0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0780_STAMPING: MILL 1954
 GH0780_MARK LOGO: CGS
 GH0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0780+STABILITY: SURFACE MOTION
 GH0780
 GH0780  HISTORY     - Date     Condition        Report By
 GH0780  HISTORY     - 1954     MONUMENTED       CGS
 GH0780  HISTORY     - 1968     MARK NOT FOUND   CGS
 GH0780
 GH0780                          STATION DESCRIPTION
 GH0780
 GH0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 GH0780'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 36,
 GH0780'T. 18 N., R. 5 W. ON LAND OWNED BY MR. ART M. SMITH.  IT IS
 GH0780'5 MILES WEST AND 3-1/4 MILES NORTH OF CRESCENT AND 1/2 MILE
 GH0780'WEST OF THE KINGFISHER-LOGAN COUNTY LINE.
 GH0780'
 GH0780'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 74 AND STATE HIGHWAY
 GH0780'74C WHICH IS 0.1 MILE NORTH OF THE RAILROAD DEPOT IN CRESCENT, GO
 GH0780'WEST ON A GRADED DIRT ROAD FOR 4.5 MILES TO A CROSSROAD, TURN
 GH0780'RIGHT AND GO NORTH FOR 2.95 MILES TO A T-INTERSECTION, TURN
 GH0780'LEFT AND GO WEST FOR 0.45 MILE TO A GATE INTO A FIELD ON THE
 GH0780'LEFT AND THE STATION 24 FEET WEST OF THE WEST GATE POST.
 GH0780'
 GH0780'THE STATION MARK IS 145 FEET NORTH OF A WELL AND WINDMILL,
 GH0780'34 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 6 FEET WEST OF
 GH0780'A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  IT PROJECTS 6 INCHES
 GH0780'AND THE DISK IS STAMPED MILL 1954.
 GH0780'
 GH0780'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 173 FEET SOUTH
 GH0780'OF THE CENTER OF THE DIRT ROAD, 4.7 FEET NORTH-NORTHWEST
 GH0780'OF THE WELL AND PROJECTS 6 INCHES.  THE DISK IS STAMPED MILL
 GH0780'NO 1 1954.
 GH0780'
 GH0780'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 34 FEET SOUTH
 GH0780'OF THE CENTER OF THE DIRT ROAD, 2 FEET SOUTH OF A WIRE FENCE,
 GH0780'1 FOOT EAST OF A WIRE FENCE AND PROJECTS 6 INCHES.  THE DISK
 GH0780'IS STAMPED MILL NO 2 1954.
 GH0780'
 GH0780'THE AZIMUTH MARK, 0.3 MILE WEST OF THE STATION, IS 40 FEET
 GH0780'SOUTH OF THE CENTER OF THE DIRT ROAD, 5 FEET SOUTH OF A WIRE
 GH0780'FENCE, 3 FEET NORTH OF A WITNESS POST, 1 FOOT EAST OF A WIRE
 GH0780'FENCE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED MILL 1954.
 GH0780'
 GH0780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT
 GH0780'ROAD FOR 0.3 MILE TO A CROSS-FENCE ON THE LEFT AND THE AZIMUTH
 GH0780'MARK ON THE LEFT.
 GH0780
 GH0780                          STATION RECOVERY (1968)
 GH0780
 GH0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GH0780'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE DESTROYED
 GH0780'BY CLEARING OPERATIONS.  THE OLD WINDMILL MENTIONED IN THE OLD
 GH0780'DESCRIPTION IS GONE AND THE STATION SITE IS NOW IN A CULTIVATED
 GH0780'FIELD.  THE UNDERGROUND MARK, REFERENCE MARK NO. 2, AND THE
 GH0780'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GH0780'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WERE VERIFIED.
 GH0780'
 GH0780'A NEW SURFACE MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 GH0780'MARK AND A NEW REFERENCE MARK NO. 3 WAS SET.
 GH0780'
 GH0780'FOLLOWING IS A NEW DESCRIPTION.
 GH0780'
 GH0780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74
 GH0780'AND 74C WHICH IS 0.1 MILE NORTH OF THE RAILROAD DEPOT IN
 GH0780'CRESCENT, GO WEST ON A SURFACED ROAD FOR 4.4 MILES TO A CROSSROAD.
 GH0780'TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 3.0 MILES TO A
 GH0780'CROSSROAD.  TURN LEFT AND GO WEST ON A BLADED ROAD FOR 0.5 MILE
 GH0780'TO THE STATION ON THE LEFT.
 GH0780'
 GH0780'STATION SURFACE MARK, A STANDARD DISK STAMPED MILL 1954 1968,
 GH0780'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 GH0780'BELOW THE SURFACE OF THE GROUND.  IT IS 160 FEET EAST OF A
 GH0780'T-FENCE CORNER POST, 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 GH0780'ROAD, AND 2 FEET SOUTH OF A TEMPORARY ELECTRIC FENCE.  THE
 GH0780'UNDERGROUND DISK IS STAMPED MILL 1954, SET IN THE TOP OF AN
 GH0780'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 GH0780'GROUND.
 GH0780'
 GH0780'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILL NO. 2 1954, IS
 GH0780'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GH0780'IT IS 34 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 1.5
 GH0780'FEET SOUTHEAST OF A T-FENCE CORNER POST, AND 1 FOOT EAST OF A
 GH0780'NORTH-SOUTH FENCE.
 GH0780'
 GH0780'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MILL 1954 NO. 3
 GH0780'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 GH0780'4 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE EAST-WEST
 GH0780'ROAD, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL
 GH0780'WITNESS POST.
 GH0780'
 GH0780'AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1954, IS SET IN
 GH0780'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GH0780'IT IS 39 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 6 FEET
 GH0780'SOUTH OF A FENCE, 2 FEET SOUTH OF A LARGE BRACE POST, 1 FOOT
 GH0780'EAST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 GH0780'
 GH0780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GH0780'BLADED ROAD FOR 0.3 MILE TO A NORTH-SOUTH FENCE AND THE MARK
 GH0780'ON THE LEFT.
 GH0780'
 GH0780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2
 GH0780'MILES NORTHWEST OF CRESCENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0738 ***********************************************************************
 EM0738  DESIGNATION -  MILLER
 EM0738  PID         -  EM0738
 EM0738  STATE/COUNTY-  OK/COTTON
 EM0738  COUNTRY     -  US
 EM0738  USGS QUAD   -  DEVOL (2018)
 EM0738
 EM0738                         *CURRENT SURVEY CONTROL
 EM0738  ______________________________________________________________________
 EM0738* NAD 83(1993) POSITION- 34 09 38.33485(N) 098 34 25.94242(W)   ADJUSTED
 EM0738* NAVD 88 ORTHO HEIGHT -   336.64  (+/-2cm)     1104.5   (feet) VERTCON3
 EM0738  ______________________________________________________________________
 EM0738  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 EM0738  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 EM0738  HORZ ORDER      -  SECOND
 EM0738  VERT ORDER      -  THIRD ? (See Below)
 EM0738
 EM0738.The horizontal coordinates were established by classical geodetic methods
 EM0738.and adjusted by the National Geodetic Survey in November 1994.
 EM0738
 EM0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0738
 EM0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0738.GEOID18 height accuracy estimate available here.
 EM0738
 EM0738.The vertical order pertains to the NGVD 29 superseded value.
 EM0738
 EM0738.Click photographs - Photos may exist for this station.
 EM0738
 EM0738.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0738
 EM0738. The following values were computed from the NAD 83(1993) position.
 EM0738
 EM0738;                    North         East     Units Scale Factor Converg.
 EM0738;SPC OK S     -    91,919.056   547,085.127   MT  0.99996309   -0 19 32.7
 EM0738;SPC OK S     -   301,571.10  1,794,895.12   sFT  0.99996309   -0 19 32.7
 EM0738;SPC TXNC     - 2,276,579.723   593,187.736   MT  1.00005988   -0 02 25.0
 EM0738;SPC TXNC     - 7,469,078.64  1,946,150.10   sFT  1.00005988   -0 02 25.0
 EM0738;UTM  14      - 3,780,050.622   539,277.815   MT  0.99961902   +0 14 21.4
 EM0738
 EM0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0738!SPC OK S     -   0.99995141  x   0.99996309  =   0.99991450
 EM0738!SPC TXNC     -   0.99995141  x   1.00005988  =   1.00001128
 EM0738!UTM  14      -   0.99995141  x   0.99961902  =   0.99957044
 EM0738
 EM0738:                Primary Azimuth Mark                     Grid Az
 EM0738:SPC OK S     -  GAMMILL                                  066 00 56.5
 EM0738:SPC TXNC     -  GAMMILL                                  065 43 48.8
 EM0738:UTM  14      -  GAMMILL                                  065 27 02.4
 EM0738
 EM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3927780050(NAD 83)
 EM0738
 EM0738|---------------------------------------------------------------------|
 EM0738| PID    Reference Object                     Distance      Geod. Az  |
 EM0738|                                                           dddmmss.s |
 EM0738| EM0740 GAMMILL                             APPROX. 5.2 KM 0654123.8 |
 EM0738| EM0749 BURKBURNETT WATER TANK              APPROX. 6.9 KM 1791839.1 |
 EM0738| CX7773 MILLER RM                           116.680 METERS 26550     |
 EM0738| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX.12.4 KM 3045021.2 |
 EM0738| EM0739 DEVOL CITY WATER TANK               APPROX. 3.7 KM 3363350.0 |
 EM0738|---------------------------------------------------------------------|
 EM0738
 EM0738                          SUPERSEDED SURVEY CONTROL
 EM0738
 EM0738  NAD 83(1986)-  34 09 38.33904(N)    098 34 25.92903(W) AD(       ) 2
 EM0738  NAD 27      -  34 09 38.00800(N)    098 34 24.71600(W) AD(       ) 2
 EM0738  USSD        -  34 09 37.97000(N)    098 34 25.13000(W) AD(       ) 3
 EM0738  NGVD 29             336.54   (m)         1104.1    (f) LEVELING    3  
 EM0738
 EM0738.Superseded values are not recommended for survey control.
 EM0738
 EM0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0738.See file dsdata.pdf to determine how the superseded data were derived.
 EM0738
 EM0738_MARKER: DS = TRIANGULATION STATION DISK
 EM0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0738_STAMPING: MILLER 1923
 EM0738_MARK LOGO: CGS
 EM0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0738+STABILITY: SURFACE MOTION
 EM0738
 EM0738  HISTORY     - Date     Condition        Report By
 EM0738  HISTORY     - 1923     MONUMENTED       CGS
 EM0738  HISTORY     - 1934     GOOD             CGS
 EM0738  HISTORY     - 1963     GOOD             CGS
 EM0738
 EM0738                          STATION DESCRIPTION
 EM0738
 EM0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0738'STATION IS 1 MILE E AND 2 MILES S OF DEVOL, IN THE SW 1/4 SW 1/4
 EM0738'SEC. 33, T 4 S, R 13 W, ON LAND BELONGING TO MRS. JAKE MILLER,
 EM0738'WHOSE HOUSE IS ABOUT 300 METERS (984 FEET) TO THE NORTHWARD.
 EM0738'STATION IS ABOUT 250 METERS (820 FEET) NE OF SW CORNER OF
 EM0738'SEC. 33, ABOUT 100 METERS (328 FEET) E OF THE W SECTION
 EM0738'LINE, AND ABOUT 250 METERS (820 FEET) SE OF THE MOST
 EM0738'SOUTHEASTERLY ONE OF SEVERAL OIL STORAGE TANKS, AND IS ON THE
 EM0738'HIGHEST KNOLL IN THE VICINITY OVERLOOKING THE RED RIVER TO
 EM0738'THE SOUTHWARD.
 EM0738'
 EM0738'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 EM0738'SET IN CONCRETE AS DESCRIBED.
 EM0738'
 EM0738'REFERENCE MARK IS PLACED IN THE E FENCE LINE OF SEC. 33,
 EM0738'116.68 METERS (382.8 FEET) FROM STATION,
 EM0738'S 85 DEG 50 MIN 04 SEC W.
 EM0738'
 EM0738'ELEVATION OF STATION IS 335.1 METERS (1,099 FEET).
 EM0738
 EM0738                          STATION RECOVERY (1934)
 EM0738
 EM0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0738'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 EM0738
 EM0738                          STATION RECOVERY (1963)
 EM0738
 EM0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0738'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION, THE
 EM0738'MONUMENT IS ABOUT 18 INCHES SQUARE AND PROJECTS ABOUT 20 INCHES.
 EM0738'IT IS NEAR THE SOUTHERN END OF THE HIGHEST KNOLL IN THE
 EM0738'VICINITY, SOUTH OF AN OLD BUILDING FOUNDATION.  NO ATTEMPT
 EM0738'MADE TO RECOVER THE REFERENCE MARK.
 EM0738'
 EM0738'TO REACH FROM THE CROSSROADS ABOUT 100 YARDS SOUTH OF THE
 EM0738'WATER TANK IN DEVOL, GO SOUTHEAST ON U.S. HIGHWAY 70 FOR
 EM0738'1.25 MILE TO CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.95
 EM0738'MILE TO GATE ON LEFT AT ENTRANCE TO FARM BUILDINGS (HOUSE GONE),
 EM0738'PASS THROUGH GATE AND TURN RIGHT, GO SOUTH OUT LANE LEADING
 EM0738'TO PASTURE FOR 0.15 MILE TO END OF LANE, ANGLE LEFT AND GO
 EM0738'SOUTHEAST ABOUT 0.15 MILE TO HIGHEST POINT AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0783 ***********************************************************************
 GG0783  DESIGNATION -  MILLER
 GG0783  PID         -  GG0783
 GG0783  STATE/COUNTY-  OK/MAYES
 GG0783  COUNTRY     -  US
 GG0783  USGS QUAD   -  LOCUST GROVE (2019)
 GG0783
 GG0783                         *CURRENT SURVEY CONTROL
 GG0783  ______________________________________________________________________
 GG0783* NAD 83(1993) POSITION- 36 09 30.08024(N) 095 11 43.47561(W)   ADJUSTED
 GG0783* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 GG0783  ______________________________________________________________________
 GG0783  GEOID HEIGHT    -        -29.069 (meters)                     GEOID18
 GG0783  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 GG0783  HORZ ORDER      -  FIRST
 GG0783
 GG0783.The horizontal coordinates were established by classical geodetic methods
 GG0783.and adjusted by the National Geodetic Survey in November 1994.
 GG0783
 GG0783.The orthometric height was scaled from a topographic map.
 GG0783
 GG0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0783.GEOID18 height accuracy estimate available here.
 GG0783
 GG0783.Click photographs - Photos may exist for this station.
 GG0783
 GG0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0783
 GG0783. The following values were computed from the NAD 83(1993) position.
 GG0783
 GG0783;                    North         East     Units Scale Factor Converg.
 GG0783;SPC OK N     -   132,167.487   852,316.803   MT  0.99994542   +1 39 18.4
 GG0783;SPC OK N     -   433,619.50  2,796,309.38   sFT  0.99994542   +1 39 18.4
 GG0783;UTM  15      - 4,003,745.634   302,514.454   MT  1.00008056   -1 17 44.7
 GG0783
 GG0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0783!SPC OK N     -   0.99996390  x   0.99994542  =   0.99990932
 GG0783!UTM  15      -   0.99996390  x   1.00008056  =   1.00004445
 GG0783
 GG0783:                Primary Azimuth Mark                     Grid Az
 GG0783:SPC OK N     -  MILLER AZ MK                             026 01 40.5
 GG0783:UTM  15      -  MILLER AZ MK                             028 58 43.6
 GG0783
 GG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0251403745(NAD 83)
 GG0783
 GG0783|---------------------------------------------------------------------|
 GG0783| PID    Reference Object                     Distance      Geod. Az  |
 GG0783|                                                           dddmmss.s |
 GG0783| GG0784 LOCUST GROVE MUNICIPAL TANK         APPROX. 5.4 KM 0273441.7 |
 GG0783| CI2526 MILLER AZ MK                                       0274058.9 |
 GG0783| CI2527 MILLER RM 1                          28.080 METERS 17452     |
 GG0783| CI2528 MILLER RM 2                          25.880 METERS 27814     |
 GG0783|---------------------------------------------------------------------|
 GG0783
 GG0783                          SUPERSEDED SURVEY CONTROL
 GG0783
 GG0783  NAD 83(1986)-  36 09 30.09904(N)    095 11 43.46323(W) AD(       ) 1
 GG0783  NAD 27      -  36 09 29.76100(N)    095 11 42.58200(W) AD(       ) 1
 GG0783
 GG0783.Superseded values are not recommended for survey control.
 GG0783
 GG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0783.See file dsdata.pdf to determine how the superseded data were derived.
 GG0783
 GG0783_MARKER: DS = TRIANGULATION STATION DISK
 GG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0783_STAMPING: MILLER 1939
 GG0783_MARK LOGO: CGS
 GG0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0783+STABILITY: SURFACE MOTION
 GG0783
 GG0783  HISTORY     - Date     Condition        Report By
 GG0783  HISTORY     - 1939     MONUMENTED       CGS
 GG0783  HISTORY     - 1960     GOOD             FAMC
 GG0783  HISTORY     - 1961     GOOD             CGS
 GG0783
 GG0783                          STATION DESCRIPTION
 GG0783
 GG0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0783'ABOUT 3 MILES AIRLINE SOUTHWEST OF LOCUST GROVE AND 9 MILES
 GG0783'EAST OF CHOTEAU.  IT IS ON THE NORTH END AND HIGHEST PART OF A
 GG0783'FLAT-TOPPED HILL IN THE NORTHEAST QUARTER OF SEC. 5, T. 19
 GG0783'N., R. 20 E., ON LAND OWNED BY A MR. MILLER, ON THE NORTH
 GG0783'EDGE OF A CULTIVATED FIELD IN SOME SCRUB OAK BRUSH.
 GG0783'
 GG0783'TO REACH FROM THE RAILROAD DEPOT IN LOCUST GROVE GO SOUTH
 GG0783'AND WEST ON STATE HIGHWAY 33 FOR 1.25 MILES, THENCE LEFT
 GG0783'(SOUTH) ON GRADED ROAD 2.2 MILES TO TOP OF HILL, THENCE
 GG0783'BEAR RIGHT AND GO WEST ALONG NORTH SIDE OF FENCE FOR 0.2
 GG0783'MILE TO HIGHEST GROUND AND STATION.  TOP OF HILL AROUND STATION
 GG0783'IS COVERED WITH SMALL OAKS.
 GG0783'
 GG0783'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GG0783'STANDARD BRONZE DISKS SET IN CONCRETE.
 GG0783'
 GG0783'AZIMUTH MARK IS ABOUT 1.0 MILE EAST OF THE STATION IN FRONT
 GG0783'OF A SMALL WHITE SCHOOL BUILDING.
 GG0783'
 GG0783'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GG0783
 GG0783                          STATION RECOVERY (1960)
 GG0783
 GG0783'RECOVERY NOTE BY FALCON AIR MAPS COMPANY 1960 (WJW)
 GG0783'STATION AND R.M. 2 WERE FOUND IN EXCELLENT CONDITION.  R.M.
 GG0783'1 WAS DESTROYED DURING THE CONSTRUCTION OF A FENCE.  THE
 GG0783'AZIMUTH MARK WAS NOT LOOKED FOR.
 GG0783
 GG0783                          STATION RECOVERY (1961)
 GG0783
 GG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0783'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M. NO. 1,
 GG0783'WERE FOUND IN GOOD CONDITION.  R.M. NO. 1 HAD BEEN PUSHED OVER
 GG0783'BY A BULLDOZER WHICH WAS CLEARING LAND IN AREA OF THIS MARK.
 GG0783'THIS MARK WAS RESET IN THE IMMEDIATE VICINITY OF ITS ORIGINAL
 GG0783'LOCATION AND WAS RESTAMPED NO. 3.  THE DISTANCE FROM STATION
 GG0783'TO R.M. NO. 3 WAS RECORDED AS 92.75 FEET (28.270 METERS).
 GG0783'NO ANGLES WERE OBSERVED AT THE STATION AT THIS TIME AS NO
 GG0783'OBJECTS WERE VISABLE FROM THE GROUND.
 GG0783'
 GG0783'THE AZIMUTH MARK RECOVERED ABOUT DUE SOUTH OF A SCHOOL HOUSE
 GG0783'AND IS 9 FEET WEST OF THE SECOND POWERLINE POLE SOUTH OF
 GG0783'THE SCHOOL BUILDING.
 GG0783'
 GG0783'TO REACH FROM LOCUST GROVE, FROM RAILROAD CROSSING ON STATE
 GG0783'HIGHWAY 33, GO WEST, SOUTH AND WEST ON HIGHWAY 33 FOR 1.25 MILES
 GG0783'TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH, WEST AND SOUTH
 GG0783'FOR 2.2 MILES TO CROSSROADS (THE AZIMUTH MARK IS 0.2 MILE
 GG0783'EAST), CONTINUE SOUTH FOR 0.45 MILE TO A DRIVEWAY ON THE
 GG0783'RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND GO WEST FOR 0.1
 GG0783'MILE TO GEORGE MILLERS FARMHOUSE, PASS TO RIGHT OF HOUSE
 GG0783'AND GO NORTHWEST ACROSS FIELD FOR 0.15 MILE TO HIGHEST POINT
 GG0783'OF HILL AND STATION IN EDGE OF WOODS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1315 ***********************************************************************
 DM1315  DESIGNATION -  MILLERTON NORTHWEST BASE
 DM1315  PID         -  DM1315
 DM1315  STATE/COUNTY-  OK/MCCURTAIN
 DM1315  COUNTRY     -  US
 DM1315  USGS QUAD   -  MILLERTON (2019)
 DM1315
 DM1315                         *CURRENT SURVEY CONTROL
 DM1315  ______________________________________________________________________
 DM1315* NAD 83(1993) POSITION- 33 59 08.60291(N) 095 01 02.33141(W)   ADJUSTED
 DM1315* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 DM1315  ______________________________________________________________________
 DM1315  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 DM1315  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 DM1315  HORZ ORDER      -  FIRST
 DM1315
 DM1315.The horizontal coordinates were established by classical geodetic methods
 DM1315.and adjusted by the National Geodetic Survey in November 1994.
 DM1315
 DM1315.The orthometric height was scaled from a topographic map.
 DM1315
 DM1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1315.GEOID18 height accuracy estimate available here.
 DM1315
 DM1315.Click photographs - Photos may exist for this station.
 DM1315
 DM1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1315
 DM1315. The following values were computed from the NAD 83(1993) position.
 DM1315
 DM1315;                    North         East     Units Scale Factor Converg.
 DM1315;SPC OK S     -    76,437.221   875,558.045   MT  0.99999011   +1 41 34.9
 DM1315;SPC OK S     -   250,777.78  2,872,560.02   sFT  0.99999011   +1 41 34.9
 DM1315;SPC TXNC     - 2,262,506.943   921,743.780   MT  1.00000537   +1 53 58.0
 DM1315;SPC TXNC     - 7,422,908.20  3,024,087.72   sFT  1.00000537   +1 53 58.0
 DM1315;UTM  15      - 3,762,407.134   313,659.680   MT  1.00002805   -1 07 40.7
 DM1315
 DM1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1315!SPC OK S     -   0.99998027  x   0.99999011  =   0.99997038
 DM1315!SPC TXNC     -   0.99998027  x   1.00000537  =   0.99998564
 DM1315!UTM  15      -   0.99998027  x   1.00002805  =   1.00000832
 DM1315
 DM1315:                Primary Azimuth Mark                     Grid Az
 DM1315:SPC OK S     -  MILLERTON SE BASE                        117 48 17.8
 DM1315:SPC TXNC     -  MILLERTON SE BASE                        117 35 54.7
 DM1315:UTM  15      -  MILLERTON SE BASE                        120 37 33.4
 DM1315
 DM1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1365962407(NAD 83)
 DM1315
 DM1315|---------------------------------------------------------------------|
 DM1315| PID    Reference Object                     Distance      Geod. Az  |
 DM1315|                                                           dddmmss.s |
 DM1315| DM1312 GARVIN MUNICIPAL TANK               APPROX. 8.4 KM 1140531.1 |
 DM1315| DM1313 MILLERTON STORY LUMBER CO TANK      282.163 METERS 11527     |
 DM1315| DM1136 MILLERTON SE BASE                   APPROX. 6.9 KM 1192952.7 |
 DM1315| CY1676 MILLERTON NW BASE RM 1               26.387 METERS 14102     |
 DM1315| CY1677 MILLERTON NW BASE RM 2               23.795 METERS 28203     |
 DM1315| EK0969 VALLIANT MUNICIPAL TANK             APPROX. 7.9 KM 2841603.5 |
 DM1315| CY1675 MILLERTON NW BASE AZ MK                            3001022.0 |
 DM1315|---------------------------------------------------------------------|
 DM1315
 DM1315                          SUPERSEDED SURVEY CONTROL
 DM1315
 DM1315  NAD 83(1986)-  33 59 08.60816(N)    095 01 02.31978(W) AD(       ) 1
 DM1315  NAD 27      -  33 59 08.22000(N)    095 01 01.51000(W) AD(       ) 1
 DM1315
 DM1315.Superseded values are not recommended for survey control.
 DM1315
 DM1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1315.See file dsdata.pdf to determine how the superseded data were derived.
 DM1315
 DM1315_MARKER: DS = TRIANGULATION STATION DISK
 DM1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1315_STAMPING: MILLERTON NW BASE 1951
 DM1315_MARK LOGO: CGS
 DM1315_PROJECTION: FLUSH
 DM1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1315+STABILITY: SURFACE MOTION
 DM1315
 DM1315  HISTORY     - Date     Condition        Report By
 DM1315  HISTORY     - 1951     MONUMENTED       CGS
 DM1315  HISTORY     - 1957     GOOD             CGS
 DM1315
 DM1315                          STATION DESCRIPTION
 DM1315
 DM1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1315'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF IDABEL,
 DM1315'AT THE SOUTHWEST EDGE OF THE SMALL VILLAGE OF MILLERTON AND 0.2
 DM1315'MILE WEST-NORTHWEST OF THE STORY LUMBER CO. WATER TANK.  IT
 DM1315'IS 105 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 70,
 DM1315'62 FEET WEST OF OAK TREE WITH A TRIANGLE BLAZE AND 35 FEET
 DM1315'NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH
 DM1315'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DM1315'MILLERTON N W BASE 1950.
 DM1315'
 DM1315'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE NORTH RAIL OF
 DM1315'RAILROAD TRACK AND 3 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY
 DM1315'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1315'MILLERTON N W BASE NO 1 1951.
 DM1315'
 DM1315'REFERENCE MARK NO. 2 IS 117 FEET SOUTH-SOUTHWEST OF THE
 DM1315'CENTERLINE OF HIGHWAY 70, AND 12 FEET NORTH OF THE RAILROAD
 DM1315'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 DM1315'IS STAMPED MILLERTON N W BASE NO 2 1951.
 DM1315'
 DM1315'AZIMUTH MARK IS 42.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 DM1315'70, 7 FEET EAST OF A TELEPHONE POLE AND 1 FOOT EAST OF A WITNESS
 DM1315'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 DM1315'MILLERTON N W BASE 1951.
 DM1315'
 DM1315'TO REACH FROM THE STORY LUMBER CO. WATER TANK IN THE SMALL
 DM1315'VILLAGE OF MILLERTON, GO NORTHWEST ON HIGHWAY 70 FOR 0.2 MILE
 DM1315'TO THE STATION ON THE LEFT.
 DM1315'
 DM1315'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 DM1315'ON HIGHWAY 70 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 DM1315'
 DM1315'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DM1315
 DM1315                          STATION RECOVERY (1957)
 DM1315
 DM1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1315'COULD NOT LOCATE THE AZIMUTH MARK.
 DM1315'
 DM1315'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1315'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1315'STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1136 ***********************************************************************
 DM1136  DESIGNATION -  MILLERTON SE BASE
 DM1136  PID         -  DM1136
 DM1136  STATE/COUNTY-  OK/MCCURTAIN
 DM1136  COUNTRY     -  US
 DM1136  USGS QUAD   -  GARVIN (2019)
 DM1136
 DM1136                         *CURRENT SURVEY CONTROL
 DM1136  ______________________________________________________________________
 DM1136* NAD 83(1993) POSITION- 33 57 18.56537(N) 094 57 09.04951(W)   ADJUSTED
 DM1136* NAVD 88 ORTHO HEIGHT -   155.950 (meters)      511.65  (feet) ADJUSTED
 DM1136  ______________________________________________________________________
 DM1136  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 DM1136  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 DM1136  DYNAMIC HEIGHT  -        155.791 (meters)      511.12  (feet) COMP
 DM1136  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 DM1136
 DM1136  HORZ ORDER      -  FIRST
 DM1136  VERT ORDER      -  FIRST     CLASS II
 DM1136
 DM1136.The horizontal coordinates were established by classical geodetic methods
 DM1136.and adjusted by the National Geodetic Survey in November 1994.
 DM1136
 DM1136.The orthometric height was determined by differential leveling and
 DM1136.adjusted by the NATIONAL GEODETIC SURVEY
 DM1136.in June 1991.
 DM1136
 DM1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1136.GEOID18 height accuracy estimate available here.
 DM1136
 DM1136.Click photographs - Photos may exist for this station.
 DM1136
 DM1136.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1136
 DM1136.The dynamic height is computed by dividing the NAVD 88
 DM1136.geopotential number by the normal gravity value computed on the
 DM1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1136.degrees latitude (g = 980.6199 gals.).
 DM1136
 DM1136.The modeled gravity was interpolated from observed gravity values.
 DM1136
 DM1136. The following values were computed from the NAD 83(1993) position.
 DM1136
 DM1136;                    North         East     Units Scale Factor Converg.
 DM1136;SPC OK S     -    73,227.174   881,645.243   MT  0.99999578   +1 43 47.3
 DM1136;SPC OK S     -   240,246.15  2,892,531.10   sFT  0.99999578   +1 43 47.3
 DM1136;SPC TXNC     - 2,259,318.744   927,842.513   MT  0.99999681   +1 56 05.2
 DM1136;SPC TXNC     - 7,412,448.25  3,044,096.64   sFT  0.99999681   +1 56 05.2
 DM1136;UTM  15      - 3,758,901.333   319,581.655   MT  1.00000128   -1 05 27.1
 DM1136
 DM1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1136!SPC OK S     -   0.99997992  x   0.99999578  =   0.99997570
 DM1136!SPC TXNC     -   0.99997992  x   0.99999681  =   0.99997673
 DM1136!UTM  15      -   0.99997992  x   1.00000128  =   0.99998120
 DM1136
 DM1136:                Primary Azimuth Mark                     Grid Az
 DM1136:SPC OK S     -  MILLERTON SE BASE AZ MK                  302 58 01.5
 DM1136:SPC TXNC     -  MILLERTON SE BASE AZ MK                  302 45 43.6
 DM1136:UTM  15      -  MILLERTON SE BASE AZ MK                  305 47 15.9
 DM1136
 DM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1958158901(NAD 83)
 DM1136
 DM1136|---------------------------------------------------------------------|
 DM1136| PID    Reference Object                     Distance      Geod. Az  |
 DM1136|                                                           dddmmss.s |
 DM1136| CX6759 MILLERTON SE BASE RM 1               23.390 METERS 05258     |
 DM1136| DM1312 GARVIN MUNICIPAL TANK               APPROX. 1.7 KM 0912022.4 |
 DM1136| DM1137 MILLERTON SE BASE RM 2               22.762 METERS 26432     |
 DM1136| CX6758 MILLERTON SE BASE AZ MK                            3044148.8 |
 DM1136|---------------------------------------------------------------------|
 DM1136
 DM1136                          SUPERSEDED SURVEY CONTROL
 DM1136
 DM1136  NAD 83(1986)-  33 57 18.57084(N)    094 57 09.03783(W) AD(       ) 1
 DM1136  NAD 27      -  33 57 18.17900(N)    094 57 08.23700(W) AD(       ) 1
 DM1136
 DM1136.Superseded values are not recommended for survey control.
 DM1136
 DM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1136.See file dsdata.pdf to determine how the superseded data were derived.
 DM1136
 DM1136_MARKER: DS = TRIANGULATION STATION DISK
 DM1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1136_STAMPING: MILLERTON SE BASE 1951
 DM1136_MARK LOGO: CGS
 DM1136_PROJECTION: PROJECTING 5 CENTIMETERS
 DM1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1136+STABILITY: SURFACE MOTION
 DM1136
 DM1136  HISTORY     - Date     Condition        Report By
 DM1136  HISTORY     - 1951     MONUMENTED       CGS
 DM1136  HISTORY     - 1986     GOOD             NGS
 DM1136
 DM1136                          STATION DESCRIPTION
 DM1136
 DM1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1136'THE STATION IS LOCATED ABOUT 1/2 MILE WEST-SOUTHWEST OF THE
 DM1136'VILLAGE OF GARVIN, ALONG THE SOUTH SIDE OF THE RAILROAD.  IT IS
 DM1136'124 FEET SOUTHEAST OF A FENCE, 89.4 FEET SOUTHWEST OF THE
 DM1136'SOUTHWEST RAIL OF THE RAILROAD TRACK AND 41.3 FEET SOUTHWEST
 DM1136'OF THE RAILROAD RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3 INCHES
 DM1136'AND THE DISK IS STAMPED MILLERTON S E BASE 1951.
 DM1136'
 DM1136'REFERENCE MARK NO. 1 IS 29.3 FEET NORTHEAST OF THE RAILROAD
 DM1136'RIGHT-OF-WAY FENCE AND 19.2 FEET SOUTHWEST OF THE SOUTHWEST
 DM1136'RAIL OF THE RAILROAD TRACKS.  THE MARK IS SET IN A DRILL HOLE IN
 DM1136'OUTCROPPING BEDROCK.  THE MARK IS FLUSH WITH THE SURFACE OF
 DM1136'THE GROUND AND THE DISK IS STAMPED MILLERTON S E BASE NO 1 1951.
 DM1136'
 DM1136'REFERENCE MARK NO. 2 IS 85 FEET SOUTHWEST OF THE SOUTHWEST
 DM1136'RAIL OF THE RAILROAD TRACKS AND 55 FEET SOUTHEAST OF A FENCE.
 DM1136'THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 DM1136'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DM1136'MILLERTON S E BASE NO 2 1951.
 DM1136'
 DM1136'AZIMUTH MARK IS 36 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 DM1136'70 AND 1.5 FEET EAST-SOUTHEAST OF A WITNESS POST.  THIS MARK
 DM1136'IS AT A POINT WHERE A SIDE ROAD FORKS LEFT AND RUNS ALONG
 DM1136'THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1136'MILLERTON S E BASE 1951.
 DM1136'
 DM1136'TO REACH FROM THE CROSSROADS AT THE SMALL RAILROAD STATION IN
 DM1136'GARVIN, GO WESTERLY ON HIGHWAY 70 FOR 0.35 MILE TO A SIDE
 DM1136'ROAD LEFT (AT THIS POINT CONTINUE ON WESTERLY FOR 0.6 MILE
 DM1136'TO THE AZIMUTH MARK ON THE RIGHT), TURN LEFT ACROSS RAILROAD
 DM1136'TRACKS AND GO WESTERLY FOR 0.25 MILE TO A SCHOOL HOUSE ON THE
 DM1136'RIGHT, TURN RIGHT PASSING TO THE WEST OF THE SCHOOL HOUSE AND
 DM1136'GO 0.05 MILE TO THE STATION AS DESCRIBED.
 DM1136'
 DM1136'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1136
 DM1136                          STATION RECOVERY (1986)
 DM1136
 DM1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM1136'14.9 KM (9.25 MI) WEST FROM IDABEL.
 DM1136'14.9 KM (9.25 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1136'WITH U.S. HIGHWAY 259 IN IDABEL, 0.3 KM (0.2 MI) SOUTHEAST OF RAILROAD
 DM1136'MILEPOST 719, 66.6 M (218.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DM1136'HIGHWAY, 27.3 M (89.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 DM1136'NORTHERN RAILROAD, AND 22.8 M (74.8 FT) EAST OF REFERENCE MARK 2.
 DM1136'THE MARK IS 12.6 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1136'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1137 ***********************************************************************
 DM1137  DESIGNATION -  MILLERTON SE BASE RM 2
 DM1137  PID         -  DM1137
 DM1137  STATE/COUNTY-  OK/MCCURTAIN
 DM1137  COUNTRY     -  US
 DM1137  USGS QUAD   -  GARVIN (2019)
 DM1137
 DM1137                         *CURRENT SURVEY CONTROL
 DM1137  ______________________________________________________________________
 DM1137* NAD 83(1986) POSITION- 33 57 18.49   (N) 094 57 09.93   (W)   HD_HELD1
 DM1137* NAVD 88 ORTHO HEIGHT -   156.050 (meters)      511.97  (feet) ADJUSTED
 DM1137  ______________________________________________________________________
 DM1137  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 DM1137  DYNAMIC HEIGHT  -        155.891 (meters)      511.45  (feet) COMP
 DM1137  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 DM1137
 DM1137  VERT ORDER      -  FIRST     CLASS II
 DM1137
 DM1137.The horizontal coordinates were determined by differentially corrected
 DM1137.hand held GPS observations or other comparable positioning techniques
 DM1137.and have an estimated accuracy of +/- 3 meters.
 DM1137
 DM1137.The orthometric height was determined by differential leveling and
 DM1137.adjusted by the NATIONAL GEODETIC SURVEY
 DM1137.in June 1991.
 DM1137
 DM1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1137.GEOID18 height accuracy estimate available here.
 DM1137
 DM1137.Click photographs - Photos may exist for this station.
 DM1137
 DM1137.The dynamic height is computed by dividing the NAVD 88
 DM1137.geopotential number by the normal gravity value computed on the
 DM1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1137.degrees latitude (g = 980.6199 gals.).
 DM1137
 DM1137.The modeled gravity was interpolated from observed gravity values.
 DM1137
 DM1137;                    North         East    Units  Estimated Accuracy
 DM1137;SPC OK S     -    73,224.2     881,622.7     MT  (+/- 3 meters HH1 GPS) 
 DM1137
 DM1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1955958899(NAD 83)
 DM1137
 DM1137                          SUPERSEDED SURVEY CONTROL
 DM1137
 DM1137.No superseded survey control is available for this station.
 DM1137
 DM1137_MARKER: DR = REFERENCE MARK DISK
 DM1137_SETTING: 66 = SET IN ROCK OUTCROP
 DM1137_STAMPING: MILLERTON SE BASE NO 2 1951
 DM1137_MARK LOGO: CGS
 DM1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1137+STABILITY: POSITION/ELEVATION WELL
 DM1137
 DM1137  HISTORY     - Date     Condition        Report By
 DM1137  HISTORY     - 1951     MONUMENTED       CGS
 DM1137  HISTORY     - 1986     GOOD             NGS
 DM1137
 DM1137                          STATION DESCRIPTION
 DM1137
 DM1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1137'14.9 KM (9.25 MI) WEST FROM IDABEL.
 DM1137'14.9 KM (9.25 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 DM1137'WITH U.S. HIGHWAY 259 IN IDABEL, 0.3 KM (0.2 MI) SOUTHEAST OF RAILROAD
 DM1137'MILEPOST 719, NEAR THE CENTER OF A 4 BY 33 FT EXPOSED AREA OF
 DM1137'OUTCROPPING BEDROCK, 65.2 M (213.9 FT) SOUTHWEST OF THE CENTERLINE OF
 DM1137'THE HIGHWAY, 22.8 (74.8 FT) WEST OF TRIANGULATION STATION MILLERTON SE
 DM1137'BASE, AND 16.8 (55.1 FT) SOUTHWEST OF A FENCE.
 DM1137'THE MARK IS 28.9 METERS  WSW FROM  A WITNESS POST
 DM1137'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1313 ***********************************************************************
 DM1313  DESIGNATION -  MILLERTON STORY LUMBER CO TANK
 DM1313  PID         -  DM1313
 DM1313  STATE/COUNTY-  OK/MCCURTAIN
 DM1313  COUNTRY     -  US
 DM1313  USGS QUAD   -  MILLERTON (2019)
 DM1313
 DM1313                         *CURRENT SURVEY CONTROL
 DM1313  ______________________________________________________________________
 DM1313* NAD 83(1993) POSITION- 33 59 04.66780(N) 095 00 52.40482(W)   ADJUSTED
 DM1313  ______________________________________________________________________
 DM1313  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 DM1313  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 DM1313  HORZ ORDER      -  THIRD
 DM1313
 DM1313.The horizontal coordinates were established by classical geodetic methods
 DM1313.and adjusted by the National Geodetic Survey in November 1994.
 DM1313
 DM1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1313.GEOID18 height accuracy estimate available here.
 DM1313
 DM1313.Click photographs - Photos may exist for this station.
 DM1313
 DM1313.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1313
 DM1313. The following values were computed from the NAD 83(1993) position.
 DM1313
 DM1313;                    North         East     Units Scale Factor Converg.
 DM1313;SPC OK S     -    76,323.558   875,816.300   MT  0.99999031   +1 41 40.5
 DM1313;SPC OK S     -   250,404.87  2,873,407.31   sFT  0.99999031   +1 41 40.5
 DM1313;SPC TXNC     - 2,262,394.210   922,002.447   MT  1.00000506   +1 54 03.4
 DM1313;SPC TXNC     - 7,422,538.34  3,024,936.36   sFT  1.00000506   +1 54 03.4
 DM1313;UTM  15      - 3,762,280.895   313,912.037   MT  1.00002689   -1 07 35.0
 DM1313
 DM1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1391262280(NAD 83)
 DM1313
 DM1313                          SUPERSEDED SURVEY CONTROL
 DM1313
 DM1313  NAD 83(1986)-  33 59 04.67337(N)    095 00 52.39352(W) AD(       ) 3
 DM1313  NAD 27      -  33 59 04.28500(N)    095 00 51.58300(W) AD(       ) 3
 DM1313
 DM1313.Superseded values are not recommended for survey control.
 DM1313
 DM1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1313.See file dsdata.pdf to determine how the superseded data were derived.
 DM1313
 DM1313_MARKER: 53 = ELEVATED TANK
 DM1313
 DM1313  HISTORY     - Date     Condition        Report By
 DM1313  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1313
 DM1313                          STATION DESCRIPTION
 DM1313
 DM1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1313'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL
 DM1313'VILLAGE OF MILLERTON.  IT IS APPROXIMATELY 100 FEET HIGH,
 DM1313'HAS 4-LEGS AND IS PAINTED SILVER.
 DM1313'
 DM1313'TO REACH FROM THE POST OFFICE IN MILLERTON, GO NORTHWEST ON
 DM1313'U.S. HIGHWAY 70 FOR 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 DM1313'
 DM1313'THE POINT INTERSECTED WAS THE BALL ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1314 ***********************************************************************
 DM1314  DESIGNATION -  MILLERTON STORY LUMBER CO STK
 DM1314  PID         -  DM1314
 DM1314  STATE/COUNTY-  OK/MCCURTAIN
 DM1314  COUNTRY     -  US
 DM1314  USGS QUAD   -  MILLERTON (2019)
 DM1314
 DM1314                         *CURRENT SURVEY CONTROL
 DM1314  ______________________________________________________________________
 DM1314* NAD 83(1993) POSITION- 33 59 04.28864(N) 095 00 52.64647(W)   ADJUSTED
 DM1314  ______________________________________________________________________
 DM1314  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 DM1314  LAPLACE CORR    -          3.11  (seconds)                    DEFLEC18
 DM1314  HORZ ORDER      -  THIRD
 DM1314
 DM1314.The horizontal coordinates were established by classical geodetic methods
 DM1314.and adjusted by the National Geodetic Survey in November 1994.
 DM1314
 DM1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1314.GEOID18 height accuracy estimate available here.
 DM1314
 DM1314.Click photographs - Photos may exist for this station.
 DM1314
 DM1314.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1314
 DM1314. The following values were computed from the NAD 83(1993) position.
 DM1314
 DM1314;                    North         East     Units Scale Factor Converg.
 DM1314;SPC OK S     -    76,311.698   875,810.446   MT  0.99999033   +1 41 40.4
 DM1314;SPC OK S     -   250,365.96  2,873,388.10   sFT  0.99999033   +1 41 40.4
 DM1314;SPC TXNC     - 2,262,382.328   921,996.635   MT  1.00000503   +1 54 03.3
 DM1314;SPC TXNC     - 7,422,499.35  3,024,917.29   sFT  1.00000503   +1 54 03.3
 DM1314;UTM  15      - 3,762,269.336   313,905.606   MT  1.00002692   -1 07 35.2
 DM1314
 DM1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1390562269(NAD 83)
 DM1314
 DM1314                          SUPERSEDED SURVEY CONTROL
 DM1314
 DM1314  NAD 83(1986)-  33 59 04.29420(N)    095 00 52.63514(W) AD(       ) 3
 DM1314  NAD 27      -  33 59 03.90700(N)    095 00 51.82600(W) AD(       ) 3
 DM1314
 DM1314.Superseded values are not recommended for survey control.
 DM1314
 DM1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1314.See file dsdata.pdf to determine how the superseded data were derived.
 DM1314
 DM1314_MARKER: 63 = STACK
 DM1314
 DM1314  HISTORY     - Date     Condition        Report By
 DM1314  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1314
 DM1314                          STATION DESCRIPTION
 DM1314
 DM1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1314'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE SMALL
 DM1314'VILLAGE OF MILLERTON.  IT IS APPROXIMATELY 100 FEET HIGH
 DM1314'AND PAINTED BLACK.
 DM1314'
 DM1314'TO REACH THE STATION FROM THE POST OFFICE IN MILLERTON, GO
 DM1314'NORTHWEST ON U.S. HIGHWAY 70 FOR 0.1 MILE TO STATION ON
 DM1314'LEFT AS DESCRIBED.
 DM1314'
 DM1314'THE POINT INTERSECTED WAS THE EXTREME TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0705 ***********************************************************************
 GH0705  DESIGNATION -  MILO
 GH0705  PID         -  GH0705
 GH0705  STATE/COUNTY-  OK/NOBLE
 GH0705  COUNTRY     -  US
 GH0705  USGS QUAD   -  MORRISON NE (2018)
 GH0705
 GH0705                         *CURRENT SURVEY CONTROL
 GH0705  ______________________________________________________________________
 GH0705* NAD 83(1993) POSITION- 36 27 50.06545(N) 097 06 14.04452(W)   ADJUSTED
 GH0705* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GH0705  ______________________________________________________________________
 GH0705  GEOID HEIGHT    -        -28.666 (meters)                     GEOID18
 GH0705  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 GH0705  HORZ ORDER      -  THIRD
 GH0705
 GH0705.The horizontal coordinates were established by classical geodetic methods
 GH0705.and adjusted by the National Geodetic Survey in November 1994.
 GH0705
 GH0705.The orthometric height was scaled from a topographic map.
 GH0705
 GH0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0705.GEOID18 height accuracy estimate available here.
 GH0705
 GH0705.Click photographs - Photos may exist for this station.
 GH0705
 GH0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0705
 GH0705. The following values were computed from the NAD 83(1993) position.
 GH0705
 GH0705;                    North         East     Units Scale Factor Converg.
 GH0705;SPC OK N     -   162,797.252   680,315.263   MT  0.99995875   +0 31 43.8
 GH0705;SPC OK N     -   534,110.65  2,232,000.99   sFT  0.99995875   +0 31 43.8
 GH0705;UTM  14      - 4,037,075.596   669,893.586   MT  0.99995563   +1 07 37.7
 GH0705
 GH0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0705!SPC OK N     -   0.99995897  x   0.99995875  =   0.99991772
 GH0705!UTM  14      -   0.99995897  x   0.99995563  =   0.99991460
 GH0705
 GH0705:                Primary Azimuth Mark                     Grid Az
 GH0705:SPC OK N     -  MILO AZ MK                               090 55 55.3
 GH0705:UTM  14      -  MILO AZ MK                               090 20 01.4
 GH0705
 GH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6989337075(NAD 83)
 GH0705
 GH0705|---------------------------------------------------------------------|
 GH0705| PID    Reference Object                     Distance      Geod. Az  |
 GH0705|                                                           dddmmss.s |
 GH0705| GH0703 OTOE INDIAN SCHOOL WATER TANK       APPROX. 4.0 KM 0394405.6 |
 GH0705| CL4917 MILO RM 1                             8.779 METERS 05338     |
 GH0705| CL4916 MILO AZ MK                                         0912739.1 |
 GH0705| CL4918 MILO RM 2                            17.263 METERS 27306     |
 GH0705| GH0673 MARLAND MUNICIPAL TANK              APPROX.11.4 KM 3374637.0 |
 GH0705| GH0675 MARLAND BLISS COOP ELEVATOR         APPROX.11.2 KM 3382145.1 |
 GH0705|---------------------------------------------------------------------|
 GH0705
 GH0705                          SUPERSEDED SURVEY CONTROL
 GH0705
 GH0705  NAD 83(1986)-  36 27 50.07602(N)    097 06 14.03128(W) AD(       ) 3
 GH0705  NAD 27      -  36 27 49.91036(N)    097 06 12.88938(W) AD(       ) 3
 GH0705
 GH0705.Superseded values are not recommended for survey control.
 GH0705
 GH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0705.See file dsdata.pdf to determine how the superseded data were derived.
 GH0705
 GH0705_MARKER: DS = TRIANGULATION STATION DISK
 GH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0705_STAMPING: MILO 1963
 GH0705_MARK LOGO: CGS
 GH0705_PROJECTION: FLUSH
 GH0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0705+STABILITY: SURFACE MOTION
 GH0705
 GH0705  HISTORY     - Date     Condition        Report By
 GH0705  HISTORY     - 1963     MONUMENTED       CGS
 GH0705
 GH0705                          STATION DESCRIPTION
 GH0705
 GH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0705'THE STATION IS ABOUT 17 MILES SOUTH OF PONCA CITY, ON THE
 GH0705'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 15 AND 2 MILES WEST
 GH0705'OF STATE HIGHWAY 40.
 GH0705'
 GH0705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GH0705'60, 77 AND STATE HIGHWAY 40 AT THE SOUTH EDGE OF PONCA CITY,
 GH0705'GO SOUTH ON HIGHWAY 40 FOR 15.45 MILES TO STATE HIGHWAY
 GH0705'15.  TURN RIGHT AND GO WEST ON HIGHWAY 15 FOR 1.25 MILES
 GH0705'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY
 GH0705'FOR 0.8 MILE TO A CROSSROADS AT THE STATION ON THE RIGHT.
 GH0705'
 GH0705'THE STATION MARK IS A STANDARD DISK, STAMPED MILO 1963,
 GH0705'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0705'THE GROUND.  IT IS 43.4 FEET NORTH OF THE CENTERLINE OF
 GH0705'HIGHWAY 15, 57.5 FEET WEST OF THE CENTERLINE OF A GRADED
 GH0705'ROAD, 24.9 FEET WEST OF A TRANSFORMER POLE AND 4 FEET NORTHEAST
 GH0705'OF A WITNESS POST.
 GH0705'
 GH0705'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILO NO 1 1963,
 GH0705'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0705'THE GROUND.  IT IS 33.6 FEET WEST OF THE CENTERLINE OF THE
 GH0705'GRADED ROAD, 13.3 FEET NORTH OF THE TRANSFORMER POLE AND 60.7
 GH0705'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND AT ABOUT
 GH0705'THE SAME ELEVATION AS THE STATION.
 GH0705'
 GH0705'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILO NO 2 1963,
 GH0705'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0705'THE GROUND.  IT IS 47.2 FEET NORTH OF THE CENTERLINE OF
 GH0705'THE HIGHWAY, 81.4 FEET WEST OF THE TRANSFORMER POLE, 114.5
 GH0705'FEET WEST OF THE CENTERLINE OF THE GRADED ROAD AND AT ABOUT
 GH0705'THE SAME ELEVATION AS THE STATION.
 GH0705'
 GH0705'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILO NO 2 1963,
 GH0705'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0705'THE GROUND.  IT IS 47.2 FEET NORTH OF THE CENTERLINE OF
 GH0705'THE HIGHWAY, 81.4 FEET WEST OF THE TRANSFORMER POLE, 114.5
 GH0705'FEET WEST OF THE CENTERLINE OF THE GRADED ROAD AND AT ABOUT
 GH0705'THE SAME ELEVATION AS THE STATION.
 GH0705'
 GH0705'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILO 1963,
 GH0705'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 GH0705'3 INCHES.  IT IS 7.6 FEET EAST OF AN EAST GATEPOST, 1 FOOT
 GH0705'NORTH OF AN EAST-WEST FENCE, 22 FEET EAST OF THE CENTERLINE
 GH0705'OF A TRACK ROAD, 47.4 FEET SOUTH OF THE CENTERLINE OF THE
 GH0705'HIGHWAY AND 4.3 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1069 ***********************************************************************
 FJ1069  DESIGNATION -  MINCO MUNICIPAL TANK
 FJ1069  PID         -  FJ1069
 FJ1069  STATE/COUNTY-  OK/GRADY
 FJ1069  COUNTRY     -  US
 FJ1069  USGS QUAD   -  MINCO (2018)
 FJ1069
 FJ1069                         *CURRENT SURVEY CONTROL
 FJ1069  ______________________________________________________________________
 FJ1069* NAD 83(1993) POSITION- 35 18 46.28178(N) 097 56 53.09083(W)   ADJUSTED
 FJ1069  ______________________________________________________________________
 FJ1069  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 FJ1069  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 FJ1069  HORZ ORDER      -  THIRD
 FJ1069
 FJ1069.The horizontal coordinates were established by classical geodetic methods
 FJ1069.and adjusted by the National Geodetic Survey in November 1994.
 FJ1069
 FJ1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1069.GEOID18 height accuracy estimate available here.
 FJ1069
 FJ1069.Click photographs - Photos may exist for this station.
 FJ1069
 FJ1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1069
 FJ1069. The following values were computed from the NAD 83(1993) position.
 FJ1069
 FJ1069;                    North         East     Units Scale Factor Converg.
 FJ1069;SPC OK S     -   219,585.295   604,721.578   MT  1.00001668   +0 01 46.1
 FJ1069;SPC OK S     -   720,422.76  1,983,990.71   sFT  1.00001668   +0 01 46.1
 FJ1069;UTM  14      - 3,908,245.949   595,624.382   MT  0.99971269   +0 36 29.2
 FJ1069
 FJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9562408245(NAD 83)
 FJ1069
 FJ1069                          SUPERSEDED SURVEY CONTROL
 FJ1069
 FJ1069  NAD 83(1986)-  35 18 46.28659(N)    097 56 53.07452(W) AD(       ) 3
 FJ1069  NAD 27      -  35 18 46.07290(N)    097 56 51.90720(W) AD(       ) 3
 FJ1069
 FJ1069.Superseded values are not recommended for survey control.
 FJ1069
 FJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1069.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1069
 FJ1069_MARKER: 53 = ELEVATED TANK
 FJ1069
 FJ1069  HISTORY     - Date     Condition        Report By
 FJ1069  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1069
 FJ1069                          STATION DESCRIPTION
 FJ1069
 FJ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1069'THE STATION IS LOCATED 0.2 MILE WEST OF JUNCTION U.S. HIGHWAY
 FJ1069'81 AND STATE HIGHWAY 37 IN THE WEST EDGE OF MINCO.
 FJ1069'
 FJ1069'IT IS AN ELEVATED TANK, SILVER IN COLOR, FOUR-LEGGED AND
 FJ1069'100 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX
 FJ1069'OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1309 ***********************************************************************
 DM1309  DESIGNATION -  MINTUBBE
 DM1309  PID         -  DM1309
 DM1309  STATE/COUNTY-  OK/MCCURTAIN
 DM1309  COUNTRY     -  US
 DM1309  USGS QUAD   -  IDABEL SE (2019)
 DM1309
 DM1309                         *CURRENT SURVEY CONTROL
 DM1309  ______________________________________________________________________
 DM1309* NAD 83(1993) POSITION- 33 47 25.25960(N) 094 49 40.75472(W)   ADJUSTED
 DM1309* NAVD 88 ORTHO HEIGHT -   106.    (meters)      348.    (feet) SCALED
 DM1309  ______________________________________________________________________
 DM1309  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 DM1309  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 DM1309  HORZ ORDER      -  THIRD
 DM1309
 DM1309.The horizontal coordinates were established by classical geodetic methods
 DM1309.and adjusted by the National Geodetic Survey in November 1994.
 DM1309
 DM1309.The orthometric height was scaled from a topographic map.
 DM1309
 DM1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1309.GEOID18 height accuracy estimate available here.
 DM1309
 DM1309.Click photographs - Photos may exist for this station.
 DM1309
 DM1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1309
 DM1309. The following values were computed from the NAD 83(1993) position.
 DM1309
 DM1309;                    North         East     Units Scale Factor Converg.
 DM1309;SPC OK S     -    55,310.090   893,724.477   MT  1.00003118   +1 48 01.8
 DM1309;SPC OK S     -   181,463.19  2,932,161.05   sFT  1.00003118   +1 48 01.8
 DM1309;SPC TXNC     - 2,241,445.361   939,984.883   MT  0.99995558   +2 00 09.7
 DM1309;SPC TXNC     - 7,353,808.66  3,083,933.74   sFT  0.99995558   +2 00 09.7
 DM1309;UTM  15      - 3,740,412.531   330,764.700   MT  0.99995309   -1 01 00.8
 DM1309
 DM1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1309!SPC OK S     -   0.99998765  x   1.00003118  =   1.00001883
 DM1309!SPC TXNC     -   0.99998765  x   0.99995558  =   0.99994323
 DM1309!UTM  15      -   0.99998765  x   0.99995309  =   0.99994074
 DM1309
 DM1309:                Primary Azimuth Mark                     Grid Az
 DM1309:SPC OK S     -  MINTUBBE AZ MK                           359 12 40.3
 DM1309:SPC TXNC     -  MINTUBBE AZ MK                           359 00 32.4
 DM1309:UTM  15      -  MINTUBBE AZ MK                           002 01 42.9
 DM1309
 DM1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3076440412(NAD 83)
 DM1309
 DM1309|---------------------------------------------------------------------|
 DM1309| PID    Reference Object                     Distance      Geod. Az  |
 DM1309|                                                           dddmmss.s |
 DM1309| CX6768 MINTUBBE AZ MK                                     0010042.1 |
 DM1309| CX6769 MINTUBBE RM 1                        28.902 METERS 04618     |
 DM1309| CX6770 MINTUBBE RM 2                        30.343 METERS 32946     |
 DM1309|---------------------------------------------------------------------|
 DM1309
 DM1309                          SUPERSEDED SURVEY CONTROL
 DM1309
 DM1309  NAD 83(1986)-  33 47 25.26589(N)    094 49 40.74319(W) AD(       ) 3
 DM1309  NAD 27      -  33 47 24.86200(N)    094 49 39.97300(W) AD(       ) 3
 DM1309
 DM1309.Superseded values are not recommended for survey control.
 DM1309
 DM1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1309.See file dsdata.pdf to determine how the superseded data were derived.
 DM1309
 DM1309_MARKER: DS = TRIANGULATION STATION DISK
 DM1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1309_STAMPING: MINTUBBE 1952
 DM1309_MARK LOGO: CGS
 DM1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1309+STABILITY: SURFACE MOTION
 DM1309
 DM1309  HISTORY     - Date     Condition        Report By
 DM1309  HISTORY     - 1952     MONUMENTED       CGS
 DM1309  HISTORY     - 1956     GOOD             CGS
 DM1309
 DM1309                          STATION DESCRIPTION
 DM1309
 DM1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1309'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF IDABEL, JUST
 DM1309'EAST OF A SMALL GROCERY STORE.  IT IS 110 FEET SOUTH OF THE
 DM1309'CENTERLINE OF STATE ROUTE 87, 39 FEET SOUTHWEST OF A FENCE
 DM1309'CORNER, 29 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SHED
 DM1309'AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 DM1309'ABOUT 4 INCHES AND THE DISK IS STAMPED MINTUBBE 1952.
 DM1309'
 DM1309'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTERLINE OF
 DM1309'A DRIVEWAY.  THE MARK IS PROJECTS ABOUT 4 INCHES AND THE DISK
 DM1309'IS STAMPED MINTUBBE NO 1 1952.
 DM1309'
 DM1309'REFERENCE MARK NO. 2 IS 51 FEET SOUTH OF THE CENTERLINE OF
 DM1309'STATE ROUTE 87 AND 12 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 DM1309'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 DM1309'MINTUBBE NO 2 1952.
 DM1309'
 DM1309'AZIMUTH MARK IS 49 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 DM1309'87, 3 FEET SOUTH WHITE WITNESS POST AND 1 FOOT WEST OF A
 DM1309'FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 DM1309'IS STAMPED MINTUBBE 1952.
 DM1309'
 DM1309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 DM1309'AND STATE ROUTE 87 AT THE SOUTH EDGE OF THE BUSINESS DISTRICT
 DM1309'IN IDABEL, GO SOUTH OF STATE ROUTE 87 FOR 0.5 MILE TO A RAILROAD
 DM1309'TRACK, CONTINUE SOUTHERLY ON STATE ROUTE 87 FOR 5.4 MILES TO
 DM1309'A SKELLY SERVICE STATION ON LEFT.  CONTINUE SOUTHERLY ON STATE
 DM1309'ROUTE 87 FOR 0.85 MILE TO AZIMUTH MARK ON EAST SIDE OF ROAD
 DM1309'AS DESCRIBED.  CONTINUE ON STATE ROUTE 87 FOR 0.45 MILE TO
 DM1309'GROCERY STORE AND STATION AS DESCRIBED.
 DM1309'
 DM1309'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1309
 DM1309                          STATION RECOVERY (1956)
 DM1309
 DM1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1309'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1309'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1309'STATION SITE ARE CORRECT.  HIGHWAY 87 HAS BEEN RELOCATED.
 DM1309'THE OLD LOCATION IS NOW A COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0665 ***********************************************************************
 EM0665  DESIGNATION -  MISSION
 EM0665  PID         -  EM0665
 EM0665  STATE/COUNTY-  OK/COMANCHE
 EM0665  COUNTRY     -  US
 EM0665  USGS QUAD   -  FORT SILL (2018)
 EM0665
 EM0665                         *CURRENT SURVEY CONTROL
 EM0665  ______________________________________________________________________
 EM0665* NAD 83(1993) POSITION- 34 41 42.95904(N) 098 24 26.89392(W)   ADJUSTED
 EM0665* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 EM0665  ______________________________________________________________________
 EM0665  GEOID HEIGHT    -        -25.789 (meters)                     GEOID18
 EM0665  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 EM0665  HORZ ORDER      -  THIRD
 EM0665
 EM0665.The horizontal coordinates were established by classical geodetic methods
 EM0665.and adjusted by the National Geodetic Survey in November 1994.
 EM0665
 EM0665.The orthometric height was scaled from a topographic map.
 EM0665
 EM0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0665.GEOID18 height accuracy estimate available here.
 EM0665
 EM0665.Click photographs - Photos may exist for this station.
 EM0665
 EM0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0665
 EM0665. The following values were computed from the NAD 83(1993) position.
 EM0665
 EM0665;                    North         East     Units Scale Factor Converg.
 EM0665;SPC OK S     -   151,145.855   562,667.808   MT  0.99993781   -0 13 52.6
 EM0665;SPC OK S     -   495,884.36  1,846,019.30   sFT  0.99993781   -0 13 52.6
 EM0665;UTM  14      - 3,839,409.848   554,269.325   MT  0.99963630   +0 20 14.2
 EM0665
 EM0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0665!SPC OK S     -   0.99994470  x   0.99993781  =   0.99988251
 EM0665!UTM  14      -   0.99994470  x   0.99963630  =   0.99958102
 EM0665
 EM0665:                Primary Azimuth Mark                     Grid Az
 EM0665:SPC OK S     -  M B 2 1945                               195 54 36.9
 EM0665:UTM  14      -  M B 2 1945                               195 20 30.1
 EM0665
 EM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5426939409(NAD 83)
 EM0665
 EM0665|---------------------------------------------------------------------|
 EM0665| PID    Reference Object                     Distance      Geod. Az  |
 EM0665|                                                           dddmmss.s |
 EM0665| EM0668 M B 2 1945                          APPROX. 1.4 KM 1954044.3 |
 EM0665|---------------------------------------------------------------------|
 EM0665
 EM0665                          SUPERSEDED SURVEY CONTROL
 EM0665
 EM0665  NAD 83(1986)-  34 41 42.96439(N)    098 24 26.87862(W) AD(       ) 3
 EM0665  NAD 83(1986)-  34 41 42.96301(N)    098 24 26.87808(W) AD(       ) 3
 EM0665  NAD 27      -  34 41 42.71100(N)    098 24 25.67900(W) AD(       ) 3
 EM0665
 EM0665.Superseded values are not recommended for survey control.
 EM0665
 EM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0665.See file dsdata.pdf to determine how the superseded data were derived.
 EM0665
 EM0665_MARKER: I = METAL ROD
 EM0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0665+STABILITY: SURFACE MOTION
 EM0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0665+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2014
 EM0665
 EM0665  HISTORY     - Date     Condition        Report By
 EM0665  HISTORY     - 1945     MONUMENTED       USA
 EM0665  HISTORY     - 20140702 GOOD             GEOCAC
 EM0665
 EM0665                          STATION DESCRIPTION
 EM0665
 EM0665'DESCRIBED BY US ARMY 1945
 EM0665'ON S EDGE OF GRASSY KNOLL ON N END OF MISSION RIDGE ABOUT
 EM0665'500 YDS. W OF MERIDIAN ROAD.  MARKED BY SECTION OF 3/8 IN
 EM0665'IRON REINFORCING ROD SET IN A CONCRETE BLOCK, 82.0 FT. S OF
 EM0665'FLAG POLE, 128.3 FT. S OF CONCRETE BLOCKHOUSE, 80.2 FT. E OF IRON
 EM0665'SIGN POLE.
 EM0665
 EM0665                          STATION RECOVERY (2014)
 EM0665
 EM0665'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0665'TRIANGULATION STATION IS IN GOOD CONDITION, FOUND DIRECTLY UNDER A
 EM0665'METAL QUAD SIGNAL TARGET.  STAMPED WITH MISSION AND DATED 1989.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1218 ***********************************************************************
 FJ1218  DESIGNATION -  MISSION
 FJ1218  PID         -  FJ1218
 FJ1218  STATE/COUNTY-  OK/SEMINOLE
 FJ1218  COUNTRY     -  US
 FJ1218  USGS QUAD   -  SEMINOLE (2018)
 FJ1218
 FJ1218                         *CURRENT SURVEY CONTROL
 FJ1218  ______________________________________________________________________
 FJ1218* NAD 83(1993) POSITION- 35 11 28.61450(N) 096 42 18.78903(W)   ADJUSTED
 FJ1218* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 FJ1218  ______________________________________________________________________
 FJ1218  GEOID HEIGHT    -        -27.225 (meters)                     GEOID18
 FJ1218  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 FJ1218  HORZ ORDER      -  THIRD
 FJ1218
 FJ1218.The horizontal coordinates were established by classical geodetic methods
 FJ1218.and adjusted by the National Geodetic Survey in November 1994.
 FJ1218
 FJ1218.The orthometric height was scaled from a topographic map.
 FJ1218
 FJ1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1218.GEOID18 height accuracy estimate available here.
 FJ1218
 FJ1218.Click photographs - Photos may exist for this station.
 FJ1218
 FJ1218.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1218
 FJ1218. The following values were computed from the NAD 83(1993) position.
 FJ1218
 FJ1218;                    North         East     Units Scale Factor Converg.
 FJ1218;SPC OK S     -   206,852.235   717,918.269   MT  0.99999196   +0 44 05.8
 FJ1218;SPC OK S     -   678,647.71  2,355,370.19   sFT  0.99999196   +0 44 05.8
 FJ1218;UTM  14      - 3,896,667.879   708,932.987   MT  1.00013801   +1 19 22.7
 FJ1218
 FJ1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1218!SPC OK S     -   0.99995529  x   0.99999196  =   0.99994725
 FJ1218!UTM  14      -   0.99995529  x   1.00013801  =   1.00009329
 FJ1218
 FJ1218:                Primary Azimuth Mark                     Grid Az
 FJ1218:SPC OK S     -  MISSION AZ MK                            242 45 48.7
 FJ1218:UTM  14      -  MISSION AZ MK                            242 10 31.8
 FJ1218
 FJ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0893296667(NAD 83)
 FJ1218
 FJ1218|---------------------------------------------------------------------|
 FJ1218| PID    Reference Object                     Distance      Geod. Az  |
 FJ1218|                                                           dddmmss.s |
 FJ1218| FJ1211 SEMINOLE CHEM PROC CO MAST          APPROX. 4.9 KM 0191134.2 |
 FJ1218| FJ1212 SEMINOLE LOVE PET CO MAST           APPROX. 4.2 KM 0260109.7 |
 FJ1218| FJ1214 SEMINOLE MID CONT SUPPLY MAST       APPROX. 4.5 KM 0262627.2 |
 FJ1218| FJ1213 SEMINOLE CAN VALLEY ELEC TOWER      APPROX. 5.3 KM 0394536.8 |
 FJ1218| FJ1209 SEMINOLE UNITED SUPPLY MAST         APPROX. 4.8 KM 0422553.3 |
 FJ1218| CI2534 MISSION RM 1                         15.378 METERS 11907     |
 FJ1218| CI2535 MISSION RM 2                         17.786 METERS 20455     |
 FJ1218| CI2533 MISSION AZ MK                                      2432954.5 |
 FJ1218| FJ1217 LANE WELLS RAD KKQ 544 MAST         APPROX. 4.2 KM 3085328.4 |
 FJ1218|---------------------------------------------------------------------|
 FJ1218
 FJ1218                          SUPERSEDED SURVEY CONTROL
 FJ1218
 FJ1218  NAD 83(1986)-  35 11 28.61775(N)    096 42 18.77175(W) AD(       ) 3
 FJ1218  NAD 27      -  35 11 28.34165(N)    096 42 17.70299(W) AD(       ) 3
 FJ1218
 FJ1218.Superseded values are not recommended for survey control.
 FJ1218
 FJ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1218.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1218
 FJ1218_MARKER: DS = TRIANGULATION STATION DISK
 FJ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1218_STAMPING: MISSION 1957
 FJ1218_MARK LOGO: CGS
 FJ1218_PROJECTION: FLUSH
 FJ1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1218+STABILITY: SURFACE MOTION
 FJ1218
 FJ1218  HISTORY     - Date     Condition        Report By
 FJ1218  HISTORY     - 1957     MONUMENTED       CGS
 FJ1218
 FJ1218                          STATION DESCRIPTION
 FJ1218
 FJ1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1218'STATION IS ABOUT 3 MILES SOUTHWEST OF SEMINOLE, ON THE MEKUSUKEY
 FJ1218'INDIAN RESERVATION, ADJACENT TO THE RUINS OF AN OLD INDIAN
 FJ1218'SCHOOL AND IN SECTION 5, T 8 N, R 6 E.
 FJ1218'
 FJ1218'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1218'HIGHWAY 99 IN SEMINOLE, GO SOUTH ON HIGHWAY 99 FOR 2.4 MILES TO
 FJ1218'THE JUNCTION OF STATE HIGHWAY 59, TURN RIGHT AND GO WEST ON
 FJ1218'HIGHWAY 59 FOR 1.9 MILES TO A GRAVELED ROAD ON THE RIGHT, TURN
 FJ1218'RIGHT AND GO NORTH 0.2 MILE TO THE RUINS OF THE SCHOOL BUILDINGS
 FJ1218'AND THE STATION ON THE RIGHT.  THE AZIMUTH MARK IS REACHED FROM
 FJ1218'THE STATION BY GOING SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 FJ1218'HIGHWAY 59, TURN RIGHT AND GO WEST ON HIGHWAY 59 FOR 0.4 MILE
 FJ1218'TO A HOUSE AND THE MARK ON THE LEFT.
 FJ1218'
 FJ1218'THE STATION MARKS ARE STANDARD DISKS, STAMPED MISSION 1957.  THE
 FJ1218'SURFACE MARK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FJ1218'POST THAT IS FLUSH WITH THE GROUND.  IT IS 99 FEET WEST-NORTHWEST
 FJ1218'OF THE NORTHWEST CORNER OF A CONCRETE AND ROCK FOUNDATION OF
 FJ1218'THE OLD SCHOOL BUILDING, 60 FEET EAST OF THE CENTER OF A
 FJ1218'GRAVELED ROAD, 50 FEET WEST OF THE CENTER OF A DRIVEWAY, 40
 FJ1218'FEET SOUTH-SOUTHWEST OF AN 18-INCH OAK TREE HAVING A TRIANGULAR
 FJ1218'BLAZE ON THE EAST SIDE, AND 27 FEET EAST OF A FENCE.  A WHITE
 FJ1218'WITNESS POST WAS SET 1 FOOT NORTHEST OF THE MARK.  THE
 FJ1218'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 FJ1218'INCHES BELOW THE GROUND SURFACE.
 FJ1218'
 FJ1218'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MISSION NO 1 1957,
 FJ1218'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1218'4 INCHES.  IT IS 105 FEET EAST OF THE CENTER OF THE ROAD, 72
 FJ1218'FEET EAST OF THE FENCE, 57 FEET WEST OF THE NORTHWEST CORNER
 FJ1218'OF THE FOUNDATION AND 16 FEET WEST OF THE CENTER OF THE
 FJ1218'DRIVEWAY.
 FJ1218'
 FJ1218'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MISSION NO 2 1957,
 FJ1218'SET IN THE TOP OF 10-INCH SQUARE CONCRETE POST PROJECTING 4
 FJ1218'INCHES.  IT IS 130 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 FJ1218'OF THE FOUNDATION, 34 FEET EAST OF THE CENTER OF THE ROAD
 FJ1218'AND 1 FOOT EAST OF THE FENCE.
 FJ1218'
 FJ1218'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MISSION 1957,
 FJ1218'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1218'4 INCHES.  IT IS 131 FEET NORTHWEST OF THE NORTHWEST CORNER
 FJ1218'OF A HOUSE, 57 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 38
 FJ1218'FEET EAST OF A POWERLINE POLE, 21 FEET WEST OF THE CENTER OF
 FJ1218'AN ENTRANCE DRIVE AND 11 FEET SOUTHWEST OF A TELEPHONE POLE.
 FJ1218'A WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 FJ1218'
 FJ1218'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0704 ***********************************************************************
 GH0704  DESIGNATION -  MISSOURI
 GH0704  PID         -  GH0704
 GH0704  STATE/COUNTY-  OK/NOBLE
 GH0704  COUNTRY     -  US
 GH0704  USGS QUAD   -  MORRISON NE (2018)
 GH0704
 GH0704                         *CURRENT SURVEY CONTROL
 GH0704  ______________________________________________________________________
 GH0704* NAD 83(1993) POSITION- 36 23 34.61951(N) 097 04 03.20547(W)   ADJUSTED
 GH0704* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0704  ______________________________________________________________________
 GH0704  GEOID HEIGHT    -        -28.572 (meters)                     GEOID18
 GH0704  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 GH0704  HORZ ORDER      -  THIRD
 GH0704
 GH0704.The horizontal coordinates were established by classical geodetic methods
 GH0704.and adjusted by the National Geodetic Survey in November 1994.
 GH0704
 GH0704.The orthometric height was scaled from a topographic map.
 GH0704
 GH0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0704.GEOID18 height accuracy estimate available here.
 GH0704
 GH0704.Click photographs - Photos may exist for this station.
 GH0704
 GH0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0704
 GH0704. The following values were computed from the NAD 83(1993) position.
 GH0704
 GH0704;                    North         East     Units Scale Factor Converg.
 GH0704;SPC OK N     -   154,954.733   683,648.228   MT  0.99995313   +0 33 01.0
 GH0704;SPC OK N     -   508,380.65  2,242,935.89   sFT  0.99995313   +0 33 01.0
 GH0704;UTM  14      - 4,029,268.202   673,308.169   MT  0.99997007   +1 08 48.6
 GH0704
 GH0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0704!SPC OK N     -   0.99995550  x   0.99995313  =   0.99990863
 GH0704!UTM  14      -   0.99995550  x   0.99997007  =   0.99992557
 GH0704
 GH0704:                Primary Azimuth Mark                     Grid Az
 GH0704:SPC OK N     -  MISSOURI AZ MK                           182 24 58.0
 GH0704:UTM  14      -  MISSOURI AZ MK                           181 49 10.4
 GH0704
 GH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7330829268(NAD 83)
 GH0704
 GH0704|---------------------------------------------------------------------|
 GH0704| PID    Reference Object                     Distance      Geod. Az  |
 GH0704|                                                           dddmmss.s |
 GH0704| CL4924 MISSOURI RM 1                         9.461 METERS 17542     |
 GH0704| CL4923 MISSOURI AZ MK                                     1825759.0 |
 GH0704| CL4925 MISSOURI RM 2                         5.193 METERS 27150     |
 GH0704| GH0673 MARLAND MUNICIPAL TANK              APPROX.19.9 KM 3374053.5 |
 GH0704|---------------------------------------------------------------------|
 GH0704
 GH0704                          SUPERSEDED SURVEY CONTROL
 GH0704
 GH0704  NAD 83(1986)-  36 23 34.63044(N)    097 04 03.19137(W) AD(       ) 3
 GH0704  NAD 27      -  36 23 34.47094(N)    097 04 02.04009(W) AD(       ) 3
 GH0704
 GH0704.Superseded values are not recommended for survey control.
 GH0704
 GH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0704.See file dsdata.pdf to determine how the superseded data were derived.
 GH0704
 GH0704_MARKER: DS = TRIANGULATION STATION DISK
 GH0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0704_STAMPING: MISSOURI 1963
 GH0704_MARK LOGO: CGS
 GH0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0704+STABILITY: SURFACE MOTION
 GH0704
 GH0704  HISTORY     - Date     Condition        Report By
 GH0704  HISTORY     - 1963     MONUMENTED       CGS
 GH0704
 GH0704                          STATION DESCRIPTION
 GH0704
 GH0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0704'THE STATION IS ABOUT 19 MILES NORTH OF STILLWATER, 7-1/2
 GH0704'MILES NORTHWEST OF MORRISON AND ON HIGHWAY RIGHT-OF-WAY
 GH0704'PROPERTY.
 GH0704'
 GH0704'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 40 AND U.S. HIGHWAY
 GH0704'64 WHICH IS 12 MILES NORTH OF STILLWATER, GO NORTH ON STATE
 GH0704'HIGHWAY 40 FOR 6.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GH0704'CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE STATION
 GH0704'ON THE RIGHT.
 GH0704'
 GH0704'THE STATION MARK IS A STANDARD DISK, STAMPED MISSOURI 1963,
 GH0704'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0704'4 INCHES.  IT IS 53 FEET EAST OF THE CENTERLINE OF STATE
 GH0704'HIGHWAY 40, 3.4 FEET WEST OF A FENCE AND 4.8 FEET SOUTHWEST
 GH0704'OF A WITNESS POST.
 GH0704'
 GH0704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MISSOURI NO 1
 GH0704'1963, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0704'4 INCHES.  IT IS 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GH0704'30 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, 1 FOOT WEST
 GH0704'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0704'
 GH0704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MISSOURI NO
 GH0704'2 1963, CEMENTED IN DRILL HOLE IN BEDROCK FLUSH WITH THE
 GH0704'GROUND SURFACE.  IT IS 36 FEET EAST OF THE CENTERLINE OF
 GH0704'THE HIGHWAY, 20.4 FEET WEST OF THE FENCE AND ABOUT 2 FEET
 GH0704'LOWER THAN THE STATION.
 GH0704'
 GH0704'AZIMUTH MARK IS A STANDARD DISK, STAMPED MISSOURI 1963,
 GH0704'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0704'3 INCHES.  IT IS 49 FEET WEST OF THE CENTERLINE OF STATE
 GH0704'HIGHWAY 40, 2.5 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 GH0704'POST, 0.1 MILE SOUTH OF THE BAR RANCH RESTAURANT AND 2.6
 GH0704'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0735 ***********************************************************************
 GH0735  DESIGNATION -  MITCHELL RESET
 GH0735  PID         -  GH0735
 GH0735  STATE/COUNTY-  OK/GARFIELD
 GH0735  COUNTRY     -  US
 GH0735  USGS QUAD   -  ORLANDO WEST (2018)
 GH0735
 GH0735                         *CURRENT SURVEY CONTROL
 GH0735  ______________________________________________________________________
 GH0735* NAD 83(1993) POSITION- 36 14 20.58304(N) 097 28 46.14286(W)   ADJUSTED
 GH0735* NAVD 88 ORTHO HEIGHT -   386.8   (meters)     1269.    (feet) VERTCON3
 GH0735  ______________________________________________________________________
 GH0735  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 GH0735  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 GH0735  HORZ ORDER      -  FIRST
 GH0735
 GH0735.The horizontal coordinates were established by classical geodetic methods
 GH0735.and adjusted by the National Geodetic Survey in November 1994.
 GH0735
 GH0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0735
 GH0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0735.GEOID18 height accuracy estimate available here.
 GH0735
 GH0735.Click photographs - Photos may exist for this station.
 GH0735
 GH0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0735
 GH0735. The following values were computed from the NAD 83(1993) position.
 GH0735
 GH0735;                    North         East     Units Scale Factor Converg.
 GH0735;SPC OK N     -   137,601.949   646,786.840   MT  0.99994619   +0 18 25.9
 GH0735;SPC OK N     -   451,449.06  2,121,999.82   sFT  0.99994619   +0 18 25.9
 GH0735;UTM  14      - 4,011,535.098   636,630.572   MT  0.99983001   +0 53 56.4
 GH0735
 GH0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0735!SPC OK N     -   0.99994370  x   0.99994619  =   0.99988990
 GH0735!UTM  14      -   0.99994370  x   0.99983001  =   0.99977372
 GH0735
 GH0735:                Primary Azimuth Mark                     Grid Az
 GH0735:SPC OK N     -  MITCHELL AZ MK                           033 16 23.0
 GH0735:UTM  14      -  MITCHELL AZ MK                           032 40 52.5
 GH0735
 GH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3663011535(NAD 83)
 GH0735
 GH0735|---------------------------------------------------------------------|
 GH0735| PID    Reference Object                     Distance      Geod. Az  |
 GH0735|                                                           dddmmss.s |
 GH0735| CL4926 MITCHELL AZ MK                                     0333448.9 |
 GH0735| CL4928 MITCHELL RM 1                        90.654 METERS 05010     |
 GH0735| GH0750 FORT WORTH KANS CITY AWY BN 25      APPROX.19.5 KM 0650533.7 |
 GH0735| GH0753 PERRY NORTH MUNICIPAL TANK          APPROX.17.5 KM 0691344.3 |
 GH0735| GH0746 PERRY ELLIOT CONSTR RAD MAST        APPROX.19.0 KM 0694139.2 |
 GH0735| GH0741 PERRY FARMERS COOP ELEVATOR         APPROX.17.5 KM 0730923.9 |
 GH0735| GH0748 PERRY MONROE CONSTR RAD MAST        APPROX.14.4 KM 0744108.9 |
 GH0735| GH0743 PERRY SMITH TRUCK SERV RAD MST      APPROX.18.2 KM 0821215.5 |
 GH0735| GH0754 PERRY MICROWAVE RELAY MAST          APPROX.17.8 KM 0822252.5 |
 GH0735| GH0745 PERRY OKLA HWY DEPT RADIO MAST      APPROX.17.9 KM 0823054.0 |
 GH0735| CL4927 MITCHELL RM                           7.052 METERS 08944     |
 GH0735| CL4929 MITCHELL RM 2                        69.982 METERS 09818     |
 GH0735|---------------------------------------------------------------------|
 GH0735
 GH0735                          SUPERSEDED SURVEY CONTROL
 GH0735
 GH0735  NAD 83(1986)-  36 14 20.59134(N)    097 28 46.12974(W) AD(       ) 1
 GH0735  NAD 27      -  36 14 20.45625(N)    097 28 44.96740(W) AD(       ) 1
 GH0735  USSD        -  36 14 20.36600(N)    097 28 45.25300(W) AD(       ) 3
 GH0735  NGVD 29 (07/19/86)  386.7    (m)         1269.     (f) VERT ANG       
 GH0735
 GH0735.Superseded values are not recommended for survey control.
 GH0735
 GH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0735.See file dsdata.pdf to determine how the superseded data were derived.
 GH0735
 GH0735_MARKER: DS = TRIANGULATION STATION DISK
 GH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0735_STAMPING: MITCHEL 1902 1938
 GH0735_MARK LOGO: CGS
 GH0735_PROJECTION: RECESSED 20 CENTIMETERS
 GH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0735+STABILITY: SURFACE MOTION
 GH0735
 GH0735  HISTORY     - Date     Condition        Report By
 GH0735  HISTORY     - 1938     MONUMENTED       CGS
 GH0735  HISTORY     - 1947     GOOD             CGS
 GH0735  HISTORY     - 1963     GOOD             CGS
 GH0735  HISTORY     - 1971     GOOD             OKDH
 GH0735
 GH0735                          STATION DESCRIPTION
 GH0735
 GH0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0735'STATION RECOVERED IN GOOD CONDITION.  STATION MARK WITNESSED
 GH0735'AND AZIMUTH MARK ESTABLISHED.
 GH0735'
 GH0735'THE STATION IS IN THE EASTERN PART OF GARFIELD COUNTY, 22 MILES
 GH0735'NORTH-NORTHEAST OF CRESCENT, 11 MILES WEST-SOUTHWEST OF PERRY, ABOUT
 GH0735'2.5 MILES, AIRLINE, SOUTHWEST OF LUCIEN IN THE NORTHEAST-QUARTER
 GH0735'OF SECTION 2, T20N, R3W, IN AN OPEN FIELD ABOUT 250
 GH0735'FEET WEST OF A LARGE STONE POST, ON THE PROPERTY OF MR. G.
 GH0735'SCHULTZ, WHO LIVES ABOUT 0.7 MILE SOUTH OF THE STATION.  THE OLD
 GH0735'MARK, AN IRON PIPE WITH A NAIL IN ITS CENTER IMBEDDED IN
 GH0735'CONCRETE, WAS REPLACED WITH STANDARD BRONZE DISK SET IN
 GH0735'CONCRETE ABOUT 8 INCHES BELOW
 GH0735'THE SURFACE OF THE GROUND AND STAMPED MITCHELL 1902 1938.
 GH0735'
 GH0735'TO REACH FROM LUCIEN, GO WEST ON U.S. HIGHWAY 64 FOR 0.25 MILE
 GH0735'TO GARFIELD COUNTY LINE (SIGN ON SIDE OF ROAD).  TURN SOUTH
 GH0735'ACROSS RAILROAD TRACKS, AND GO 1.15 MILES TO CROSS ROAD, THENCE
 GH0735'WEST 1.0 MILE TO CROSS ROAD, THENCE SOUTH 1.0 MILE TO JOG TO THE
 GH0735'LEFT.  MAKE A RIGHT TURN JUST AFTER JOG AND GO SOUTH 0.5 MILE
 GH0735'TO TWO LARGE ROCK POSTS, ONE ON EITHER SIDE OF THE ROAD.
 GH0735'STATION IS ABOUT 225 FEET WEST IN AN OPEN FIELD.
 GH0735'
 GH0735'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION
 GH0735'IN FENCE LINE, 189 FEET NORTH OF WEST STONE POST ON SECTION
 GH0735'LINE.  THE AZIMUTH TO THIS MARK FAILED TO CHECK THE 1935
 GH0735'AZIMUTH BY ABOUT 1 MINUTE, AND THE DISTANCE FAILED TO CHECK
 GH0735'0.04 METER.
 GH0735'
 GH0735'REFERENCE MARK NO. 2 (1935) IS IN FENCE LINE WEST OF THE
 GH0735'STATION, 35 FEET SOUTH OF THE WEST STONE POST ON SECTION LINE.
 GH0735'
 GH0735'THE AZIMUTH MARK IS NORTHEAST OF
 GH0735'THE STATION, AND STAMPED MITCHELL 1902 1938.
 GH0735'
 GH0735'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE
 GH0735'TO AN ABANDONED ROAD TURNING EAST, THENCE EAST ON THIS OLD
 GH0735'ROAD 0.2 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE OF IT,
 GH0735'25 FEET WEST OF A FENCE CORNER.
 GH0735'
 GH0735'A 77-FOOT STEEL TOWER WAS USED FOR OBSERVATION.
 GH0735
 GH0735                          STATION RECOVERY (1947)
 GH0735
 GH0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0735'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY P.L.B.
 GH0735'IN 1938.  NO ADDITIONAL DETAILS ARE REQUIRED.
 GH0735
 GH0735                          STATION RECOVERY (1963)
 GH0735
 GH0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0735'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GH0735'WERE RECOVERED AS DESCRIBED IN 1938.  HOWEVER THE STATION
 GH0735'MARK IS SET IN ALIGMENT WITH AN EAST-WEST FENCE.  THE LAND
 GH0735'ON THE NORTH SIDE OF THE FENCE IS OWNED BY CLIFFORD HISE AND
 GH0735'ON THE SOUTH SIDE BY D.L. KERBY.  A KEY FOR A LOCKED GATE
 GH0735'CAN BE OBTAINED FROM MR. KERBY WHO LIVES 3 MILES EAST OF
 GH0735'BILLINGS AND 1/4 MILE NORTH OF STATE HIGHWAY 15.  DUE TO CHANGES
 GH0735'IN ROADS AND ADDITIONAL MEASUREMENTS A COMPLETE NEW
 GH0735'DESCRIPTION FOLLOWS.
 GH0735'
 GH0735'THE STATION IS ABOUT 2-1/2 MILES SOUTH AND 1-1/2 MILES WEST OF
 GH0735'LUCIEN, 2 MILES EAST AND 2-1/2 MILES SOUTH OF HAYWARD, IN
 GH0735'PASTURE LAND AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 GH0735'
 GH0735'TO REACH THE STATION FROM THE CROSSROADS, JUST NORTH OF THE DEPOT
 GH0735'IN LUCIEN, GO WEST-SOUTHWEST ON U.S. HIGHWAY 64 FOR 1.4 MILES
 GH0735'TO A CROSSROADS.  TURN LEFT AND GO SOUTH FOR 1.5 MILES TO A
 GH0735'T-JUNCTION.  TURN LEFT AND GO EAST ABOUT 200 FEET.  TURN RIGHT
 GH0735'AND GO SOUTH FOR 1.0 MILE TO A T-JUNCTION.  TURN LEFT AND
 GH0735'GO EAST AND SOUTH FOR 0.55 MILE TO A GATE AND THE STATION ON
 GH0735'THE RIGHT.
 GH0735'
 GH0735'THE STATION MARK IS A STANDARD DISK, STAMPED MITCHELL 1902 1938,
 GH0735'SET IN A MASS OF CONCRETE ABOUT 16 INCHES BELOW THE GROUND
 GH0735'SURFACE.  IT IS 227.41 FEET WEST OF A STONE FENCE POST AT THE
 GH0735'WEST END OF THE GATE, 42 FEET NORTH OF THE CENTERLINE OF A
 GH0735'FIELD ROAD, 263.0 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD
 GH0735'AND 3 FEET EAST OF A WITNESS POST.
 GH0735'
 GH0735'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MITCHELL R M 1
 GH0735'1902, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0735'THE GROUND.  IT IS 190.3 FEET NORTH OF THE STONE POST, 23.0
 GH0735'FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 GH0735'NORTH-SOUTH FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 GH0735'
 GH0735'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MITCHELL R M
 GH0735'2 1902, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0735'WITH THE GROUND.  IT IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE,
 GH0735'33 FEET SOUTH OF THE STONE POST, 27.4 FEET WEST OF THE CENTERLINE
 GH0735'OF THE ROAD, 22 FEET SOUTH OF THE CENTER OF THE GATE AND ABOUT
 GH0735'4 FEET LOWER THAN THE STATION.
 GH0735'
 GH0735'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MITCHELL 1902 1938,
 GH0735'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0735'6 INCHES.  IT IS 25.4 FEET SOUTH OF THE CENTER OF A FENCED LANE,
 GH0735'2 FEET WEST OF AN EAST GATE POST AND 1.3 FEET EAST OF A WITNESS
 GH0735'POST.  TO REACH THE MARK FROM THE STATION GO NORTH 0.5 MILE TO
 GH0735'THE FENCED LANE ON THE RIGHT.  FROM THIS POINT PACK EAST,
 GH0735'BETWEEN FENCE LINES FOR ABOUT 0.2 MILE TO THE MARK ON THE
 GH0735'RIGHT.
 GH0735
 GH0735                          STATION RECOVERY (1971)
 GH0735
 GH0735'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (BEG)
 GH0735'MITCHELL.  GOOD-BURIED 2.0 FEET DEEP.
 GH0735'
 GH0735'REF. MARKS ARE AS DESCRIBED ON NOTES.  WITNESS POST IS 3.0 FT.
 GH0735'WEST AND IN E AND W FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1086 ***********************************************************************
 GK1086  DESIGNATION -  MITCHUSSON
 GK1086  PID         -  GK1086
 GK1086  STATE/COUNTY-  OK/BEAVER
 GK1086  COUNTRY     -  US
 GK1086  USGS QUAD   -  BRYANS CORNER (2018)
 GK1086
 GK1086                         *CURRENT SURVEY CONTROL
 GK1086  ______________________________________________________________________
 GK1086* NAD 83(1997) POSITION- 36 36 10.35989(N) 100 49 42.32584(W)   ADJUSTED
 GK1086* NAVD 88 ORTHO HEIGHT -   888.2   (meters)     2914.    (feet) VERTCON3
 GK1086  ______________________________________________________________________
 GK1086  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 GK1086  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 GK1086  HORZ ORDER      -  FIRST
 GK1086
 GK1086.The horizontal coordinates were established by classical geodetic methods
 GK1086.and adjusted by the National Geodetic Survey in October 1998.
 GK1086
 GK1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1086
 GK1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1086.GEOID18 height accuracy estimate available here.
 GK1086
 GK1086.Click photographs - Photos may exist for this station.
 GK1086
 GK1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1086
 GK1086. The following values were computed from the NAD 83(1997) position.
 GK1086
 GK1086;                    North         East     Units Scale Factor Converg.
 GK1086;SPC OK N     -   181,533.406   346,976.345   MT  0.99997421   -1 40 09.1
 GK1086;SPC OK N     -   595,580.85  1,138,371.56   sFT  0.99997421   -1 40 09.1
 GK1086;SPC TX N     - 1,288,982.968   260,094.597   MT  1.00012488   +0 23 21.1
 GK1086;SPC TX N     - 4,228,938.29    853,327.02   sFT  1.00012488   +0 23 21.1
 GK1086;UTM  14      - 4,052,375.973   336,463.805   MT  0.99992950   -1 05 25.7
 GK1086
 GK1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1086!SPC OK N     -   0.99986491  x   0.99997421  =   0.99983913
 GK1086!SPC TX N     -   0.99986491  x   1.00012488  =   0.99998977
 GK1086!UTM  14      -   0.99986491  x   0.99992950  =   0.99979442
 GK1086
 GK1086:                Primary Azimuth Mark                     Grid Az
 GK1086:SPC OK N     -  PERRYTON NORTH MUNICIPAL TANK            176 19 11.6
 GK1086:SPC TX N     -  PERRYTON NORTH MUNICIPAL TANK            174 15 41.4
 GK1086:UTM  14      -  PERRYTON NORTH MUNICIPAL TANK            175 44 28.2
 GK1086
 GK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3646352375(NAD 83)
 GK1086
 GK1086|---------------------------------------------------------------------|
 GK1086| PID    Reference Object                     Distance      Geod. Az  |
 GK1086|                                                           dddmmss.s |
 GK1086| CL3637 WINDMILL OF FARMHOUSE                              1732647.6 |
 GK1086| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.22.6 KM 1743902.5 |
 GK1086| CK9445 MITCHUSSON RM 2                      24.674 METERS 26917     |
 GK1086| GK0812 HARDESTY GRAIN ELEVATOR SW COR      APPROX.32.5 KM 2721620.7 |
 GK1086| CK9444 MITCHUSSON RM 1                                    35944     |
 GK1086|---------------------------------------------------------------------|
 GK1086
 GK1086                          SUPERSEDED SURVEY CONTROL
 GK1086
 GK1086  NAD 83(1993)-  36 36 10.35984(N)    100 49 42.32602(W) AD(       ) 1
 GK1086  NAD 83(1986)-  36 36 10.36425(N)    100 49 42.31529(W) AD(       ) 1
 GK1086  NAD 27      -  36 36 10.27200(N)    100 49 40.76600(W) AD(       ) 1
 GK1086  NGVD 29 (07/19/86)  887.8    (m)         2913.     (f) VERT ANG       
 GK1086
 GK1086.Superseded values are not recommended for survey control.
 GK1086
 GK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1086.See file dsdata.pdf to determine how the superseded data were derived.
 GK1086
 GK1086_MARKER: DS = TRIANGULATION STATION DISK
 GK1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1086_STAMPING: MITCHUSSON 1931
 GK1086_MARK LOGO: CGS
 GK1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1086+STABILITY: SURFACE MOTION
 GK1086
 GK1086  HISTORY     - Date     Condition        Report By
 GK1086  HISTORY     - 1931     MONUMENTED       CGS
 GK1086  HISTORY     - 20090807 MARK NOT FOUND   GEOCAC
 GK1086
 GK1086                          STATION DESCRIPTION
 GK1086
 GK1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK1086'STATION IS ABOUT 7 MILES E OF THE TEXAS-BEAVER COUNTY LINE,
 GK1086'7 MILES N OF THE OLD TEXAS-OKLAHOMA STATE LINE, 14 MILES N
 GK1086'AND 1-1/4 MILES W OF PERRYTON, TEXAS, 18.2 MILES E AND 1 MILE
 GK1086'S OF HARDESTY, ON UNCULTIVATED LAND BELONGING TO J.U. MITCHUSSON
 GK1086'OF GOODWELL, NEAR THE N EDGE OF A SMALL CULTIVATED PATCH, 44
 GK1086'FEET E OF THE CENTER LINE OF U.S. HIGHWAY 83, AND 7 FEET E
 GK1086'OF FENCE LINE.  MARK PROJECTS 1 INCH ABOVE GROUND.
 GK1086'
 GK1086'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK1086'DISKS SET IN CONCRETE POSTS.
 GK1086'
 GK1086'REFERENCE MARK NO. 1 IS 3.25 FEET SE OF FENCE LINE INTERSECTION,
 GK1086'38 FEET E OF CENTER OF U.S. HIGHWAY 83, 0.4 MILE FROM STATION
 GK1086'N 10 DEG 16 MIN W, AND PROJECTS 2 INCHES ABOVE
 GK1086'THE GROUND.
 GK1086'
 GK1086'REFERENCE MARK NO. 2 PROJECTS 1 INCH ABOVE GROUND, 40 FEET
 GK1086'W OF CENTER OF U.S. HIGHWAY 83, 1 FOOT W OF FENCE LINE AND
 GK1086'80.95 FEET FROM STATION, S 89 DEG 18 MIN W, AND PROJECTS
 GK1086'1 INCH ABOVE GROUND.
 GK1086'
 GK1086'OTHER BEARINGS FROM STATION ARE--WINDMILL OF FARMHOUSE 1/4 MILE
 GK1086'DISTANT, S 06 DEG 33 MIN E.  PERRYTON, MUNICIPAL WATER TANK
 GK1086'(SILVER), FINIAL, S 05 DEG 21 MIN E.  HARDESTY, GRAIN
 GK1086'ELEVATOR, SW CORNER, N 87 DEG 44 MIN W.
 GK1086'
 GK1086'STATION IS REACHED FROM PERRYTON BY GOING N 7 MILES ON U.S.
 GK1086'HIGHWAY 83 TO OLD STATE LINE, W 0.4 MILE, N 0.4 MILE, W 1 MILE,
 GK1086'THEN N 3.1 MILES TO STATION ON E SIDE OF ROAD AND 0.1 MILE
 GK1086'N OF SECTION LINE ROAD INTERSECTION.  TO REACH STATION FROM
 GK1086'HARDESTY GO E 2.3 MILES, S 1 MILE, E 3 MILES, S 4 MILES,
 GK1086'E 0.7 MILE TO RANGE, AND CONTINUE ON E FROM RANGE 8.3 MILES,
 GK1086'THEN S 1 MILE, E 6 MILES, AND N 5 MILES TO CROSS ROAD AND
 GK1086'STATION 0.1 MILE N OF CROSSROADS.
 GK1086
 GK1086                          STATION RECOVERY (2009)
 GK1086
 GK1086'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GK1086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8099 ***********************************************************************
 AJ8099  SACS        -  This is a Secondary Airport Control Station.
 AJ8099  DESIGNATION -  MKO A
 AJ8099  PID         -  AJ8099
 AJ8099  STATE/COUNTY-  OK/MUSKOGEE
 AJ8099  COUNTRY     -  US
 AJ8099  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 AJ8099
 AJ8099                         *CURRENT SURVEY CONTROL
 AJ8099  ______________________________________________________________________
 AJ8099* NAD 83(2011) POSITION- 35 39 14.85345(N) 095 21 27.08560(W)   ADJUSTED
 AJ8099* NAD 83(2011) ELLIP HT-   150.800 (meters)        (06/27/12)   ADJUSTED
 AJ8099* NAD 83(2011) EPOCH   -  2010.00
 AJ8099* NAVD 88 ORTHO HEIGHT -   180.35  (meters)      591.7   (feet) GPS OBS
 AJ8099  ______________________________________________________________________
 AJ8099  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8099  GEOID HEIGHT    -        -29.493 (meters)                     GEOID99
 AJ8099  GEOID HEIGHT    -        -29.574 (meters)                     GEOID18
 AJ8099  NAD 83(2011) X  -   -484,459.339 (meters)                     COMP
 AJ8099  NAD 83(2011) Y  - -5,165,918.190 (meters)                     COMP
 AJ8099  NAD 83(2011) Z  -  3,697,164.253 (meters)                     COMP
 AJ8099  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 AJ8099
 AJ8099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8099  Standards:
 AJ8099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8099  -------------------------------------------------------------------
 AJ8099  NETWORK    0.99   2.10           0.44   0.36   1.07     -0.01759447
 AJ8099  -------------------------------------------------------------------
 AJ8099  Click here for local accuracies and other accuracy information.
 AJ8099
 AJ8099.This mark is at Davis Field Airport (MKO)
 AJ8099
 AJ8099.The horizontal coordinates were established by GPS observations
 AJ8099.and adjusted by the National Geodetic Survey in June 2012.
 AJ8099
 AJ8099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8099.been affixed to the stable North American tectonic plate. See 
 AJ8099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8099
 AJ8099.The horizontal coordinates are valid at the epoch date displayed above
 AJ8099.which is a decimal equivalence of Year/Month/Day.
 AJ8099
 AJ8099.The orthometric height was determined by GPS observations and a
 AJ8099.high-resolution geoid model.
 AJ8099
 AJ8099.GPS derived orthometric heights for airport stations designated as
 AJ8099.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8099.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8099.not indicate centimeter accuracy relative to other marks which are
 AJ8099.part of the published vertical control network.
 AJ8099
 AJ8099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8099.GEOID18 height accuracy estimate available here.
 AJ8099
 AJ8099.Click photographs - Photos may exist for this station.
 AJ8099
 AJ8099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8099
 AJ8099.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8099
 AJ8099.The ellipsoidal height was determined by GPS observations
 AJ8099.and is referenced to NAD 83.
 AJ8099
 AJ8099. The following values were computed from the NAD 83(2011) position.
 AJ8099
 AJ8099;                    North         East     Units Scale Factor Converg.
 AJ8099;SPC OK N     -    75,833.421   839,258.347   MT  0.99998528   +1 33 34.0
 AJ8099;SPC OK N     -   248,796.82  2,753,466.76   sFT  0.99998528   +1 33 34.0
 AJ8099;UTM  15      - 3,948,147.263   286,578.599   MT  1.00016132   -1 22 28.9
 AJ8099
 AJ8099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8099!SPC OK N     -   0.99997633  x   0.99998528  =   0.99996161
 AJ8099!UTM  15      -   0.99997633  x   1.00016132  =   1.00013765
 AJ8099
 AJ8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8657848147(NAD 83)
 AJ8099
 AJ8099                          SUPERSEDED SURVEY CONTROL
 AJ8099
 AJ8099  NAD 83(2007)-  35 39 14.85359(N)    095 21 27.08646(W) AD(2002.00) 0
 AJ8099  ELLIP H (02/10/07)  150.817  (m)                       GP(2002.00)    
 AJ8099  NAD 83(1993)-  35 39 14.85380(N)    095 21 27.08641(W) AD(       ) 1
 AJ8099  ELLIP H (03/07/02)  150.809  (m)                       GP(       ) 4 2
 AJ8099
 AJ8099.Superseded values are not recommended for survey control.
 AJ8099
 AJ8099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8099.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8099
 AJ8099_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8099_STAMPING: MKO A 2001
 AJ8099_MARK LOGO: NGS
 AJ8099_PROJECTION: FLUSH
 AJ8099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8099+STABILITY: SURFACE MOTION
 AJ8099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8099+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 AJ8099
 AJ8099  HISTORY     - Date     Condition        Report By
 AJ8099  HISTORY     - 20010522 MONUMENTED       MSAM
 AJ8099  HISTORY     - 20040330 GOOD             COMPA
 AJ8099  HISTORY     - 20110809 GOOD             WOOLPT
 AJ8099
 AJ8099                          STATION DESCRIPTION
 AJ8099
 AJ8099'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8099'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) WEST OF BRAGGS,
 AJ8099'OKLAHOMA AND 10.3 KM (6.4 MI) SOUTHEAST OF MUSKOGEE, OKLAHOMA.  THE
 AJ8099'STATION IS LOCATED AT DAVIS FIELD.  IT IS NEAR THE CENTER OF RUNWAY
 AJ8099'13-31, SOUTHEAST OF TAXIWAY D, NORTHEAST OF RUNWAY 13-31 AND
 AJ8099'SOUTHWEST OF TAXIWAY C. THIS IS NOT A CONTROLLED AIRPORT.  PERMISSION
 AJ8099'TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AJ8099'CONTACT TERRY RANDALL AT 918-682-4101.  OWNERSHIP-DAVIS FIELD.
 AJ8099'
 AJ8099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 69,
 AJ8099'ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF MUSKOGEE, GO EAST THEN SOUTH FOR
 AJ8099'6.8 KM (4.2 MI) ON HIGHWAY 64 TO A PAVED CROSSROAD.  TURN LEFT, EAST,
 AJ8099'ON DAVIS FIELD ROAD FOR 1.6 KM (1.0 MI), THE ROAD CURVES TO THE RIGHT,
 AJ8099'SOUTH AND BECOMES MUSTANG ROAD, GO SOUTH, FOR 0.7 KM (0.4 MI) TO A
 AJ8099'PAVED CROSSROAD.  TURN RIGHT, WEST FOR 0.1 KM (0.1 MI) ON SABRE
 AJ8099'STREET, TO A GATE.  PROCEED THROUGH THE GATE.  TURN LEFT, SOUTH ON THE
 AJ8099'APRON FOR 0.3 KM (0.2 MI) TO TAXIWAY D.  TURN RIGHT, SOUTHWEST ON
 AJ8099'TAXIWAY D FOR 0.15 KM (0.09 MI) TO THE STATION ON THE LEFT.
 AJ8099'
 AJ8099'THE MARK IS A NATIONAL GEODETIC SURVEY BRASS HORIZONTAL CONTROL DISK
 AJ8099'SET IN THE TOP CENTER OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AJ8099'44.9 M (147.3 FT) NORTHEAST OF THE NORTH END OF A -RMP- SIGN, 14.0 M
 AJ8099'(45.9 FT) SOUTH-SOUTHWEST OF A TAXIWAY LIGHT, 8.6 M (28.2 FT)
 AJ8099'SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY D. THIS STATION IS
 AJ8099'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8099
 AJ8099                          STATION RECOVERY (2004)
 AJ8099
 AJ8099'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AJ8099'RECOVERED IN GOOD CONDITION.
 AJ8099
 AJ8099                          STATION RECOVERY (2011)
 AJ8099
 AJ8099'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 AJ8099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0453 ***********************************************************************
 EM0453  DESIGNATION -  MKT 2
 EM0453  PID         -  EM0453
 EM0453  STATE/COUNTY-  OK/JACKSON
 EM0453  COUNTRY     -  US
 EM0453  USGS QUAD   -  MCQUEEN (2018)
 EM0453
 EM0453                         *CURRENT SURVEY CONTROL
 EM0453  ______________________________________________________________________
 EM0453* NAD 83(1986) POSITION- 34 39 33.     (N) 099 38 48.     (W)   SCALED
 EM0453* NAVD 88 ORTHO HEIGHT -   445.348 (meters)     1461.11  (feet) POSTED
 EM0453  ______________________________________________________________________
 EM0453  GEOID HEIGHT    -        -27.796 (meters)                     GEOID18
 EM0453  DYNAMIC HEIGHT  -        444.86  (meters)     1459.5   (feet) COMP
 EM0453  MODELED GRAVITY -    979,529.5   (mgal)                       NAVD 88
 EM0453
 EM0453  VERT ORDER      -  * POSTED, SEE BELOW
 EM0453
 EM0453.The horizontal coordinates were scaled from a map and have
 EM0453.an estimated accuracy of +/- 6 seconds.
 EM0453
 EM0453.The orthometric height was determined by differential leveling
 EM0453.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0453
 EM0453.* This is a POSTED BENCH MARK height.
 EM0453
 EM0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0453.GEOID18 height accuracy estimate available here.
 EM0453
 EM0453.Click photographs - Photos may exist for this station.
 EM0453
 EM0453.The dynamic height is computed by dividing the NAVD 88
 EM0453.geopotential number by the normal gravity value computed on the
 EM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0453.degrees latitude (g = 980.6199 gals.).
 EM0453
 EM0453.The modeled gravity was interpolated from observed gravity values.
 EM0453
 EM0453;                    North         East    Units  Estimated Accuracy
 EM0453;SPC OK S     -   148,300.      449,070.      MT  (+/- 180 meters Scaled)
 EM0453
 EM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD407354(NAD 83)
 EM0453
 EM0453                          SUPERSEDED SURVEY CONTROL
 EM0453
 EM0453  NGVD 29 (??/??/92)  445.127  (m)         1460.39   (f) ADJ UNCH    2 0
 EM0453
 EM0453.Superseded values are not recommended for survey control.
 EM0453
 EM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0453.See file dsdata.pdf to determine how the superseded data were derived.
 EM0453
 EM0453_MARKER: S = SPIKE
 EM0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0453_SP_SET: POLE
 EM0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0453
 EM0453  HISTORY     - Date     Condition        Report By
 EM0453  HISTORY     - UNK      MONUMENTED       MKTRR
 EM0453  HISTORY     - 1934     GOOD             CGS
 EM0453
 EM0453                          STATION DESCRIPTION
 EM0453
 EM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0453'4.4 MI W FROM DUKE.
 EM0453'4.4 MI W ON M.K.T. RY. AT MILE POLE 94.98, STA 933 + 89, A SPIKE IN A
 EM0453'POLE ON THE RIGHT.  ELEV 1409.78.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0042 ***********************************************************************
 EL0042  DESIGNATION -  MKT 74
 EL0042  PID         -  EL0042
 EL0042  STATE/COUNTY-  OK/ATOKA
 EL0042  COUNTRY     -  US
 EL0042  USGS QUAD   -  COALGATE SE (2019)
 EL0042
 EL0042                         *CURRENT SURVEY CONTROL
 EL0042  ______________________________________________________________________
 EL0042* NAD 83(1986) POSITION- 34 30 52.     (N) 096 02 19.     (W)   SCALED
 EL0042* NAVD 88 ORTHO HEIGHT -   186.999 (meters)      613.51  (feet) ADJUSTED
 EL0042  ______________________________________________________________________
 EL0042  GEOID HEIGHT    -        -28.792 (meters)                     GEOID18
 EL0042  DYNAMIC HEIGHT  -        186.806 (meters)      612.88  (feet) COMP
 EL0042  MODELED GRAVITY -    979,598.7   (mgal)                       NAVD 88
 EL0042
 EL0042  VERT ORDER      -  FIRST     CLASS II
 EL0042
 EL0042.The horizontal coordinates were scaled from a map and have
 EL0042.an estimated accuracy of +/- 6 seconds.
 EL0042
 EL0042.The orthometric height was determined by differential leveling and
 EL0042.adjusted by the NATIONAL GEODETIC SURVEY
 EL0042.in June 1991.
 EL0042
 EL0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0042.GEOID18 height accuracy estimate available here.
 EL0042
 EL0042.Click photographs - Photos may exist for this station.
 EL0042
 EL0042.The dynamic height is computed by dividing the NAVD 88
 EL0042.geopotential number by the normal gravity value computed on the
 EL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0042.degrees latitude (g = 980.6199 gals.).
 EL0042
 EL0042.The modeled gravity was interpolated from observed gravity values.
 EL0042
 EL0042;                    North         East    Units  Estimated Accuracy
 EL0042;SPC OK S     -   132,760.      780,080.      MT  (+/- 180 meters Scaled)
 EL0042
 EL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD718231(NAD 83)
 EL0042
 EL0042                          SUPERSEDED SURVEY CONTROL
 EL0042
 EL0042  NGVD 29 (??/??/92)  186.908  (m)          613.21   (f) ADJ UNCH    1 2
 EL0042
 EL0042.Superseded values are not recommended for survey control.
 EL0042
 EL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0042.See file dsdata.pdf to determine how the superseded data were derived.
 EL0042
 EL0042_MARKER: DD = SURVEY DISK
 EL0042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0042_SP_SET: CULVERT HEADWALL
 EL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0042+STABILITY: SURFACE MOTION
 EL0042
 EL0042  HISTORY     - Date     Condition        Report By
 EL0042  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0042  HISTORY     - 1933     GOOD             CGS
 EL0042  HISTORY     - 1934     GOOD             CGS
 EL0042
 EL0042                          STATION DESCRIPTION
 EL0042
 EL0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0042'3.5 MI N FROM STRINGTOWN.
 EL0042'3.5 MILES NORTH OF STRINGTOWN ON THE M-K-T RAILROAD, A BRONZE
 EL0042'DISC SET IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 EL0042'CULVERT UNDER THE RAILROAD ABOUT 1500 FEET (10 TELEGRAPH POLES)
 EL0042'SOUTH OF MILE POLE 599.
 EL0042
 EL0042                          STATION RECOVERY (1934)
 EL0042
 EL0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0590 ***********************************************************************
 EK0590  DESIGNATION -  MKT 75
 EK0590  PID         -  EK0590
 EK0590  STATE/COUNTY-  OK/ATOKA
 EK0590  COUNTRY     -  US
 EK0590  USGS QUAD   -  LIMESTONE GAP (2019)
 EK0590
 EK0590                         *CURRENT SURVEY CONTROL
 EK0590  ______________________________________________________________________
 EK0590* NAD 83(1986) POSITION- 34 36 05.     (N) 095 58 28.     (W)   SCALED
 EK0590* NAVD 88 ORTHO HEIGHT -   207.651 (meters)      681.27  (feet) ADJUSTED
 EK0590  ______________________________________________________________________
 EK0590  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 EK0590  DYNAMIC HEIGHT  -        207.437 (meters)      680.57  (feet) COMP
 EK0590  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 EK0590
 EK0590  VERT ORDER      -  FIRST     CLASS II
 EK0590
 EK0590.The horizontal coordinates were scaled from a map and have
 EK0590.an estimated accuracy of +/- 6 seconds.
 EK0590
 EK0590.The orthometric height was determined by differential leveling and
 EK0590.adjusted by the NATIONAL GEODETIC SURVEY
 EK0590.in June 1991.
 EK0590
 EK0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0590.GEOID18 height accuracy estimate available here.
 EK0590
 EK0590.Click photographs - Photos may exist for this station.
 EK0590
 EK0590.The dynamic height is computed by dividing the NAVD 88
 EK0590.geopotential number by the normal gravity value computed on the
 EK0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0590.degrees latitude (g = 980.6199 gals.).
 EK0590
 EK0590.The modeled gravity was interpolated from observed gravity values.
 EK0590
 EK0590;                    North         East    Units  Estimated Accuracy
 EK0590;SPC OK S     -   142,520.      785,780.      MT  (+/- 180 meters Scaled)
 EK0590
 EK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU272328(NAD 83)
 EK0590
 EK0590                          SUPERSEDED SURVEY CONTROL
 EK0590
 EK0590  NGVD 29 (??/??/92)  207.550  (m)          680.94   (f) ADJ UNCH    1 2
 EK0590
 EK0590.Superseded values are not recommended for survey control.
 EK0590
 EK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0590.See file dsdata.pdf to determine how the superseded data were derived.
 EK0590
 EK0590_MARKER: DD = SURVEY DISK
 EK0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0590_SP_SET: BRIDGE
 EK0590_STAMPING: 679.45 FT
 EK0590_MARK LOGO: MKTRR
 EK0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0590
 EK0590  HISTORY     - Date     Condition        Report By
 EK0590  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0590  HISTORY     - 1933     GOOD             CGS
 EK0590  HISTORY     - 1934     GOOD             CGS
 EK0590
 EK0590                          STATION DESCRIPTION
 EK0590
 EK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0590'1.9 MI N FROM CHOCKIE.
 EK0590'1.9 MI. NORTH, ON THE M.K.T. R.R. 0.2 MI. SOUTH OF MILEPOST 592,
 EK0590'975 FT. NORTH OF SEMAPHORES 592.2 AND 592.3, A M.K.T. BRONZE
 EK0590'DISC SET IN CENTER OF THE WEST PARAPET OF THE CONCRETE BRIDGE
 EK0590'OVER LIMESTONE CREEK.  STAMPED 679.45 FT.
 EK0590
 EK0590                          STATION RECOVERY (1934)
 EK0590
 EK0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0592 ***********************************************************************
 EK0592  DESIGNATION -  MKT 76
 EK0592  PID         -  EK0592
 EK0592  STATE/COUNTY-  OK/ATOKA
 EK0592  COUNTRY     -  US
 EK0592  USGS QUAD   -  KIOWA (2019)
 EK0592
 EK0592                         *CURRENT SURVEY CONTROL
 EK0592  ______________________________________________________________________
 EK0592* NAD 83(1986) POSITION- 34 37 51.     (N) 095 57 21.     (W)   SCALED
 EK0592* NAVD 88 ORTHO HEIGHT -   197.730 (meters)      648.72  (feet) ADJUSTED
 EK0592  ______________________________________________________________________
 EK0592  GEOID HEIGHT    -        -29.258 (meters)                     GEOID18
 EK0592  DYNAMIC HEIGHT  -        197.528 (meters)      648.06  (feet) COMP
 EK0592  MODELED GRAVITY -    979,606.0   (mgal)                       NAVD 88
 EK0592
 EK0592  VERT ORDER      -  FIRST     CLASS II
 EK0592
 EK0592.The horizontal coordinates were scaled from a map and have
 EK0592.an estimated accuracy of +/- 6 seconds.
 EK0592
 EK0592.The orthometric height was determined by differential leveling and
 EK0592.adjusted by the NATIONAL GEODETIC SURVEY
 EK0592.in June 1991.
 EK0592
 EK0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0592.GEOID18 height accuracy estimate available here.
 EK0592
 EK0592.Click photographs - Photos may exist for this station.
 EK0592
 EK0592.The dynamic height is computed by dividing the NAVD 88
 EK0592.geopotential number by the normal gravity value computed on the
 EK0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0592.degrees latitude (g = 980.6199 gals.).
 EK0592
 EK0592.The modeled gravity was interpolated from observed gravity values.
 EK0592
 EK0592;                    North         East    Units  Estimated Accuracy
 EK0592;SPC OK S     -   145,820.      787,420.      MT  (+/- 180 meters Scaled)
 EK0592
 EK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU290360(NAD 83)
 EK0592
 EK0592                          SUPERSEDED SURVEY CONTROL
 EK0592
 EK0592  NGVD 29 (??/??/92)  197.630  (m)          648.39   (f) ADJ UNCH    1 2
 EK0592
 EK0592.Superseded values are not recommended for survey control.
 EK0592
 EK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0592.See file dsdata.pdf to determine how the superseded data were derived.
 EK0592
 EK0592_MARKER: DD = SURVEY DISK
 EK0592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0592_SP_SET: CULVERT HEADWALL
 EK0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0592+STABILITY: SURFACE MOTION
 EK0592
 EK0592  HISTORY     - Date     Condition        Report By
 EK0592  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0592  HISTORY     - 1933     GOOD             CGS
 EK0592  HISTORY     - 1934     GOOD             CGS
 EK0592
 EK0592                          STATION DESCRIPTION
 EK0592
 EK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0592'4.2 MI N FROM CHOCKIE.
 EK0592'4.2 MILES NORTH OF CHOCKIE, ON THE M-K-T RAILROAD, A BRONZE
 EK0592'DISC SET IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 EK0592'CULVERT ABOUT 1500 FEET (9 1/2 TELEGRAPH POLES) NORTH OF MILE
 EK0592'POLE 590.  ABOUT 1900 FEET NORTH OF RAILROAD BRIDGE OVER
 EK0592'WARDS CREEK.
 EK0592
 EK0592                          STATION RECOVERY (1934)
 EK0592
 EK0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0593 ***********************************************************************
 EK0593  DESIGNATION -  MKT 77
 EK0593  PID         -  EK0593
 EK0593  STATE/COUNTY-  OK/ATOKA
 EK0593  COUNTRY     -  US
 EK0593  USGS QUAD   -  KIOWA (2019)
 EK0593
 EK0593                         *CURRENT SURVEY CONTROL
 EK0593  ______________________________________________________________________
 EK0593* NAD 83(1986) POSITION- 34 38 43.     (N) 095 56 41.     (W)   SCALED
 EK0593* NAVD 88 ORTHO HEIGHT -   205.293 (meters)      673.53  (feet) ADJUSTED
 EK0593  ______________________________________________________________________
 EK0593  GEOID HEIGHT    -        -29.316 (meters)                     GEOID18
 EK0593  DYNAMIC HEIGHT  -        205.082 (meters)      672.84  (feet) COMP
 EK0593  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 EK0593
 EK0593  VERT ORDER      -  FIRST     CLASS II
 EK0593
 EK0593.The horizontal coordinates were scaled from a map and have
 EK0593.an estimated accuracy of +/- 6 seconds.
 EK0593
 EK0593.The orthometric height was determined by differential leveling and
 EK0593.adjusted by the NATIONAL GEODETIC SURVEY
 EK0593.in June 1991.
 EK0593
 EK0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0593.GEOID18 height accuracy estimate available here.
 EK0593
 EK0593.Click photographs - Photos may exist for this station.
 EK0593
 EK0593.The dynamic height is computed by dividing the NAVD 88
 EK0593.geopotential number by the normal gravity value computed on the
 EK0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0593.degrees latitude (g = 980.6199 gals.).
 EK0593
 EK0593.The modeled gravity was interpolated from observed gravity values.
 EK0593
 EK0593;                    North         East    Units  Estimated Accuracy
 EK0593;SPC OK S     -   147,440.      788,400.      MT  (+/- 180 meters Scaled)
 EK0593
 EK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU300376(NAD 83)
 EK0593
 EK0593                          SUPERSEDED SURVEY CONTROL
 EK0593
 EK0593  NGVD 29 (??/??/92)  205.190  (m)          673.19   (f) ADJ UNCH    1 2
 EK0593
 EK0593.Superseded values are not recommended for survey control.
 EK0593
 EK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0593.See file dsdata.pdf to determine how the superseded data were derived.
 EK0593
 EK0593_MARKER: DD = SURVEY DISK
 EK0593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0593_SP_SET: CULVERT HEADWALL
 EK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0593+STABILITY: SURFACE MOTION
 EK0593
 EK0593  HISTORY     - Date     Condition        Report By
 EK0593  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0593  HISTORY     - 1933     GOOD             CGS
 EK0593  HISTORY     - 1934     GOOD             CGS
 EK0593
 EK0593                          STATION DESCRIPTION
 EK0593
 EK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0593'5.4 MI N FROM CHOCKIE.
 EK0593'5.4 MI. NORTH, ON THE M.K.T. R.R. 0.4 MI. NORTH OF MILEPOST 589,
 EK0593'6 TELEPHONE POLES NORTH OF SEMAPHORE 588.7, A M.K.T. BRONZE
 EK0593'DISC SET IN THE SOUTH OF WEST HEADWALL OF CONCRETE CULVERT
 EK0593'UNDER THE RAILROAD.
 EK0593
 EK0593                          STATION RECOVERY (1934)
 EK0593
 EK0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0595 ***********************************************************************
 EK0595  DESIGNATION -  MKT 78
 EK0595  PID         -  EK0595
 EK0595  STATE/COUNTY-  OK/ATOKA
 EK0595  COUNTRY     -  US
 EK0595  USGS QUAD   -  KIOWA (2019)
 EK0595
 EK0595                         *CURRENT SURVEY CONTROL
 EK0595  ______________________________________________________________________
 EK0595* NAD 83(1986) POSITION- 34 39 37.     (N) 095 56 04.     (W)   SCALED
 EK0595* NAVD 88 ORTHO HEIGHT -   210.077 (meters)      689.23  (feet) ADJUSTED
 EK0595  ______________________________________________________________________
 EK0595  GEOID HEIGHT    -        -29.372 (meters)                     GEOID18
 EK0595  DYNAMIC HEIGHT  -        209.862 (meters)      688.52  (feet) COMP
 EK0595  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 EK0595
 EK0595  VERT ORDER      -  FIRST     CLASS II
 EK0595
 EK0595.The horizontal coordinates were scaled from a map and have
 EK0595.an estimated accuracy of +/- 6 seconds.
 EK0595
 EK0595.The orthometric height was determined by differential leveling and
 EK0595.adjusted by the NATIONAL GEODETIC SURVEY
 EK0595.in June 1991.
 EK0595
 EK0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0595.GEOID18 height accuracy estimate available here.
 EK0595
 EK0595.Click photographs - Photos may exist for this station.
 EK0595
 EK0595.The dynamic height is computed by dividing the NAVD 88
 EK0595.geopotential number by the normal gravity value computed on the
 EK0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0595.degrees latitude (g = 980.6199 gals.).
 EK0595
 EK0595.The modeled gravity was interpolated from observed gravity values.
 EK0595
 EK0595;                    North         East    Units  Estimated Accuracy
 EK0595;SPC OK S     -   149,130.      789,310.      MT  (+/- 180 meters Scaled)
 EK0595
 EK0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU310392(NAD 83)
 EK0595
 EK0595                          SUPERSEDED SURVEY CONTROL
 EK0595
 EK0595  NGVD 29 (??/??/92)  209.972  (m)          688.88   (f) ADJ UNCH    1 2
 EK0595
 EK0595.Superseded values are not recommended for survey control.
 EK0595
 EK0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0595.See file dsdata.pdf to determine how the superseded data were derived.
 EK0595
 EK0595_MARKER: DD = SURVEY DISK
 EK0595_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0595_SP_SET: CULVERT HEADWALL
 EK0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0595+STABILITY: SURFACE MOTION
 EK0595
 EK0595  HISTORY     - Date     Condition        Report By
 EK0595  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0595  HISTORY     - 1933     GOOD             CGS
 EK0595  HISTORY     - 1934     GOOD             CGS
 EK0595
 EK0595                          STATION DESCRIPTION
 EK0595
 EK0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0595'4.4 MI S FROM KIOWA.
 EK0595'0.5 MI. NORTH OF MILEPOST 588, 10 TELEPHONE POLES OF M.K.T. WATER
 EK0595'STATION REYNOLDS, A M.K.T. BRONZE DISC IN THE SOUTH END OF
 EK0595'EAST HEADWALL OF CONCRETE CULVERT UNDER THE RAILROAD.
 EK0595
 EK0595                          STATION RECOVERY (1934)
 EK0595
 EK0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0603 ***********************************************************************
 EK0603  DESIGNATION -  MKT 80
 EK0603  PID         -  EK0603
 EK0603  STATE/COUNTY-  OK/PITTSBURG
 EK0603  COUNTRY     -  US
 EK0603  USGS QUAD   -  SAVANNA (2018)
 EK0603
 EK0603                         *CURRENT SURVEY CONTROL
 EK0603  ______________________________________________________________________
 EK0603* NAD 83(1986) POSITION- 34 47 47.     (N) 095 52 19.     (W)   SCALED
 EK0603* NAVD 88 ORTHO HEIGHT -   216.369 (meters)      709.87  (feet) ADJUSTED
 EK0603  ______________________________________________________________________
 EK0603  GEOID HEIGHT    -        -29.692 (meters)                     GEOID18
 EK0603  DYNAMIC HEIGHT  -        216.148 (meters)      709.15  (feet) COMP
 EK0603  MODELED GRAVITY -    979,608.7   (mgal)                       NAVD 88
 EK0603
 EK0603  VERT ORDER      -  FIRST     CLASS II
 EK0603
 EK0603.The horizontal coordinates were scaled from a map and have
 EK0603.an estimated accuracy of +/- 6 seconds.
 EK0603
 EK0603.The orthometric height was determined by differential leveling and
 EK0603.adjusted by the NATIONAL GEODETIC SURVEY
 EK0603.in June 1991.
 EK0603
 EK0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0603.GEOID18 height accuracy estimate available here.
 EK0603
 EK0603.Click photographs - Photos may exist for this station.
 EK0603
 EK0603.The dynamic height is computed by dividing the NAVD 88
 EK0603.geopotential number by the normal gravity value computed on the
 EK0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0603.degrees latitude (g = 980.6199 gals.).
 EK0603
 EK0603.The modeled gravity was interpolated from observed gravity values.
 EK0603
 EK0603;                    North         East    Units  Estimated Accuracy
 EK0603;SPC OK S     -   164,340.      794,720.      MT  (+/- 180 meters Scaled)
 EK0603
 EK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU372542(NAD 83)
 EK0603
 EK0603                          SUPERSEDED SURVEY CONTROL
 EK0603
 EK0603  NGVD 29 (??/??/92)  216.260  (m)          709.51   (f) ADJ UNCH    1 2
 EK0603
 EK0603.Superseded values are not recommended for survey control.
 EK0603
 EK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0603.See file dsdata.pdf to determine how the superseded data were derived.
 EK0603
 EK0603_MARKER: DD = SURVEY DISK
 EK0603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0603_SP_SET: CULVERT HEADWALL
 EK0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0603+STABILITY: SURFACE MOTION
 EK0603
 EK0603  HISTORY     - Date     Condition        Report By
 EK0603  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0603  HISTORY     - 1933     GOOD             CGS
 EK0603  HISTORY     - 1934     GOOD             CGS
 EK0603
 EK0603                          STATION DESCRIPTION
 EK0603
 EK0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0603'5.7 MI N FROM KIOWA.
 EK0603'5.7 MI. NORTH, ABOUT 900 FT. (6 TELEPHONE POLES) SOUTH OF
 EK0603'MILEPOST 577, A M.K.T. BRONZE DISC IN THE SOUTH END OF WEST
 EK0603'HEADWALL OF CULVERT UNDER RAILROAD.
 EK0603
 EK0603                          STATION RECOVERY (1934)
 EK0603
 EK0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0607 ***********************************************************************
 EK0607  DESIGNATION -  MKT 81
 EK0607  PID         -  EK0607
 EK0607  STATE/COUNTY-  OK/PITTSBURG
 EK0607  COUNTRY     -  US
 EK0607  USGS QUAD   -  SAVANNA (2018)
 EK0607
 EK0607                         *CURRENT SURVEY CONTROL
 EK0607  ______________________________________________________________________
 EK0607* NAD 83(1986) POSITION- 34 50 42.     (N) 095 49 58.     (W)   SCALED
 EK0607* NAVD 88 ORTHO HEIGHT -   219.512 (meters)      720.18  (feet) ADJUSTED
 EK0607  ______________________________________________________________________
 EK0607  GEOID HEIGHT    -        -29.849 (meters)                     GEOID18
 EK0607  DYNAMIC HEIGHT  -        219.288 (meters)      719.45  (feet) COMP
 EK0607  MODELED GRAVITY -    979,610.8   (mgal)                       NAVD 88
 EK0607
 EK0607  VERT ORDER      -  FIRST     CLASS II
 EK0607
 EK0607.The horizontal coordinates were scaled from a map and have
 EK0607.an estimated accuracy of +/- 6 seconds.
 EK0607
 EK0607.The orthometric height was determined by differential leveling and
 EK0607.adjusted by the NATIONAL GEODETIC SURVEY
 EK0607.in June 1991.
 EK0607
 EK0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0607.GEOID18 height accuracy estimate available here.
 EK0607
 EK0607.Click photographs - Photos may exist for this station.
 EK0607
 EK0607.The dynamic height is computed by dividing the NAVD 88
 EK0607.geopotential number by the normal gravity value computed on the
 EK0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0607.degrees latitude (g = 980.6199 gals.).
 EK0607
 EK0607.The modeled gravity was interpolated from observed gravity values.
 EK0607
 EK0607;                    North         East    Units  Estimated Accuracy
 EK0607;SPC OK S     -   169,810.      798,190.      MT  (+/- 180 meters Scaled)
 EK0607
 EK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU409595(NAD 83)
 EK0607
 EK0607                          SUPERSEDED SURVEY CONTROL
 EK0607
 EK0607  NGVD 29 (??/??/92)  219.402  (m)          719.82   (f) ADJ UNCH    1 2
 EK0607
 EK0607.Superseded values are not recommended for survey control.
 EK0607
 EK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0607.See file dsdata.pdf to determine how the superseded data were derived.
 EK0607
 EK0607_MARKER: DD = SURVEY DISK
 EK0607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0607_SP_SET: CULVERT HEADWALL
 EK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0607+STABILITY: SURFACE MOTION
 EK0607
 EK0607  HISTORY     - Date     Condition        Report By
 EK0607  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0607  HISTORY     - 1933     GOOD             CGS
 EK0607  HISTORY     - 1965     MARK NOT FOUND   USGS
 EK0607
 EK0607                          STATION DESCRIPTION
 EK0607
 EK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0607'7.2 MI S FROM MC ALESTER.
 EK0607'7.2 MI. SOUTH, ON THE M.K.T. R.R. 0.3 MI. (8 TELEPHONE POLES)
 EK0607'SOUTH OF MILEPOST 573, 400 FT. SOUTH OF SEMAPHORE 573.2, A
 EK0607'M.K.T. DISC SET IN THE SOUTH END OF WEST HEADWALL OF CONCRETE
 EK0607'CULVERT UNDER THE RAILROAD.
 EK0607
 EK0607                          STATION RECOVERY (1965)
 EK0607
 EK0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EK0607'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0610 ***********************************************************************
 EK0610  DESIGNATION -  MKT 82
 EK0610  PID         -  EK0610
 EK0610  STATE/COUNTY-  OK/PITTSBURG
 EK0610  COUNTRY     -  US
 EK0610  USGS QUAD   -  MCALESTER (2018)
 EK0610
 EK0610                         *CURRENT SURVEY CONTROL
 EK0610  ______________________________________________________________________
 EK0610* NAD 83(1986) POSITION- 34 54 07.7    (N) 095 46 33.1    (W)   HD_HELD2
 EK0610* NAVD 88 ORTHO HEIGHT -   223.603 (meters)      733.60  (feet) ADJUSTED
 EK0610  ______________________________________________________________________
 EK0610  GEOID HEIGHT    -        -30.019 (meters)                     GEOID18
 EK0610  DYNAMIC HEIGHT  -        223.376 (meters)      732.86  (feet) COMP
 EK0610  MODELED GRAVITY -    979,618.9   (mgal)                       NAVD 88
 EK0610
 EK0610  VERT ORDER      -  FIRST     CLASS II
 EK0610
 EK0610.The horizontal coordinates were established by autonomous hand held GPS
 EK0610.observations and have an estimated accuracy of +/- 10 meters.
 EK0610
 EK0610.The orthometric height was determined by differential leveling and
 EK0610.adjusted by the NATIONAL GEODETIC SURVEY
 EK0610.in June 1991.
 EK0610
 EK0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0610.GEOID18 height accuracy estimate available here.
 EK0610
 EK0610.Click photographs - Photos may exist for this station.
 EK0610
 EK0610.The dynamic height is computed by dividing the NAVD 88
 EK0610.geopotential number by the normal gravity value computed on the
 EK0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0610.degrees latitude (g = 980.6199 gals.).
 EK0610
 EK0610.The modeled gravity was interpolated from observed gravity values.
 EK0610
 EK0610;                    North         East    Units  Estimated Accuracy
 EK0610;SPC OK S     -   176,258.      803,253.      MT  (+/- 10 meters HH2 GPS)
 EK0610
 EK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4636265707(NAD 83)
 EK0610
 EK0610                          SUPERSEDED SURVEY CONTROL
 EK0610
 EK0610  NGVD 29 (??/??/92)  223.491  (m)          733.24   (f) ADJ UNCH    1 2
 EK0610
 EK0610.Superseded values are not recommended for survey control.
 EK0610
 EK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0610.See file dsdata.pdf to determine how the superseded data were derived.
 EK0610
 EK0610_MARKER: DD = SURVEY DISK
 EK0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0610_SP_SET: CULVERT HEADWALL
 EK0610_MARK LOGO: MKTRR
 EK0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0610+STABILITY: SURFACE MOTION
 EK0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0610+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 EK0610
 EK0610  HISTORY     - Date     Condition        Report By
 EK0610  HISTORY     - UNK      MONUMENTED       MKTRR
 EK0610  HISTORY     - 1933     GOOD             CGS
 EK0610  HISTORY     - 1941     GOOD             CGS
 EK0610  HISTORY     - 20120725 GOOD             GEOCAC
 EK0610
 EK0610                          STATION DESCRIPTION
 EK0610
 EK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0610'2.1 MI S FROM MC ALESTER.
 EK0610'2.1 MILES SOUTH OF MC ALESTER, ON THE M-K-T RAILROAD, A BRONZE
 EK0610'DISC SET IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 EK0610'CULVERT UNDER THE RAILROAD, ABOUT 450 FEET (2 1/2 TEL. POLES)
 EK0610'SOUTH OF MILE POLE 568.
 EK0610
 EK0610                          STATION RECOVERY (1941)
 EK0610
 EK0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 EK0610'RECOVERED IN GOOD CONDITION.
 EK0610
 EK0610                          STATION RECOVERY (2012)
 EK0610
 EK0610'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 EK0610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0306 ***********************************************************************
 GG0306  DESIGNATION -  MKT RRBM 107
 GG0306  PID         -  GG0306
 GG0306  STATE/COUNTY-  OK/CRAIG
 GG0306  COUNTRY     -  US
 GG0306  USGS QUAD   -  WELCH SOUTH (2019)
 GG0306
 GG0306                         *CURRENT SURVEY CONTROL
 GG0306  ______________________________________________________________________
 GG0306* NAD 83(1986) POSITION- 36 45 19.     (N) 095 04 42.     (W)   SCALED
 GG0306* NAVD 88 ORTHO HEIGHT -   225.563 (meters)      740.03  (feet) ADJUSTED
 GG0306  ______________________________________________________________________
 GG0306  GEOID HEIGHT    -        -29.367 (meters)                     GEOID18
 GG0306  DYNAMIC HEIGHT  -        225.377 (meters)      739.42  (feet) COMP
 GG0306  MODELED GRAVITY -    979,801.7   (mgal)                       NAVD 88
 GG0306
 GG0306  VERT ORDER      -  SECOND    CLASS 0
 GG0306
 GG0306.The horizontal coordinates were scaled from a map and have
 GG0306.an estimated accuracy of +/- 6 seconds.
 GG0306
 GG0306.The orthometric height was determined by differential leveling and
 GG0306.adjusted by the NATIONAL GEODETIC SURVEY
 GG0306.in June 1991.
 GG0306
 GG0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0306.GEOID18 height accuracy estimate available here.
 GG0306
 GG0306.Click photographs - Photos may exist for this station.
 GG0306
 GG0306.The dynamic height is computed by dividing the NAVD 88
 GG0306.geopotential number by the normal gravity value computed on the
 GG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0306.degrees latitude (g = 980.6199 gals.).
 GG0306
 GG0306.The modeled gravity was interpolated from observed gravity values.
 GG0306
 GG0306;                    North         East    Units  Estimated Accuracy
 GG0306;SPC OK N     -   198,690.      860,850.      MT  (+/- 180 meters Scaled)
 GG0306
 GG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA144697(NAD 83)
 GG0306
 GG0306                          SUPERSEDED SURVEY CONTROL
 GG0306
 GG0306  NGVD 29 (??/??/92)  225.451  (m)          739.67   (f) ADJ UNCH    2 0
 GG0306
 GG0306.Superseded values are not recommended for survey control.
 GG0306
 GG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0306.See file dsdata.pdf to determine how the superseded data were derived.
 GG0306
 GG0306_MARKER: DD = SURVEY DISK
 GG0306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0306_SP_SET: CULVERT HEADWALL
 GG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0306+STABILITY: SURFACE MOTION
 GG0306
 GG0306  HISTORY     - Date     Condition        Report By
 GG0306  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0306  HISTORY     - 1934     GOOD             CGS
 GG0306
 GG0306                          STATION DESCRIPTION
 GG0306
 GG0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0306'3.3 MI S FROM BLUE JACKET.
 GG0306'NORTH END OF WEST HEAD-WALL OF CONCRETE CULVERT 3 POLES SOUTH
 GG0306'OF SIGNAL TOWER 429.7 ON MISSOURI-KANSAS AND TEXAS RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0308 ***********************************************************************
 GG0308  DESIGNATION -  MKT RRBM 108
 GG0308  PID         -  GG0308
 GG0308  STATE/COUNTY-  OK/CRAIG
 GG0308  COUNTRY     -  US
 GG0308  USGS QUAD   -  WELCH SOUTH (2019)
 GG0308
 GG0308                         *CURRENT SURVEY CONTROL
 GG0308  ______________________________________________________________________
 GG0308* NAD 83(1986) POSITION- 36 46 14.     (N) 095 04 19.     (W)   SCALED
 GG0308* NAVD 88 ORTHO HEIGHT -   231.098 (meters)      758.19  (feet) ADJUSTED
 GG0308  ______________________________________________________________________
 GG0308  GEOID HEIGHT    -        -29.377 (meters)                     GEOID18
 GG0308  DYNAMIC HEIGHT  -        230.908 (meters)      757.57  (feet) COMP
 GG0308  MODELED GRAVITY -    979,803.0   (mgal)                       NAVD 88
 GG0308
 GG0308  VERT ORDER      -  SECOND    CLASS 0
 GG0308
 GG0308.The horizontal coordinates were scaled from a map and have
 GG0308.an estimated accuracy of +/- 6 seconds.
 GG0308
 GG0308.The orthometric height was determined by differential leveling and
 GG0308.adjusted by the NATIONAL GEODETIC SURVEY
 GG0308.in June 1991.
 GG0308
 GG0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0308.GEOID18 height accuracy estimate available here.
 GG0308
 GG0308.Click photographs - Photos may exist for this station.
 GG0308
 GG0308.The dynamic height is computed by dividing the NAVD 88
 GG0308.geopotential number by the normal gravity value computed on the
 GG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0308.degrees latitude (g = 980.6199 gals.).
 GG0308
 GG0308.The modeled gravity was interpolated from observed gravity values.
 GG0308
 GG0308;                    North         East    Units  Estimated Accuracy
 GG0308;SPC OK N     -   200,400.      861,370.      MT  (+/- 180 meters Scaled)
 GG0308
 GG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA150714(NAD 83)
 GG0308
 GG0308                          SUPERSEDED SURVEY CONTROL
 GG0308
 GG0308  NGVD 29 (??/??/92)  230.985  (m)          757.82   (f) ADJ UNCH    2 0
 GG0308
 GG0308.Superseded values are not recommended for survey control.
 GG0308
 GG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0308.See file dsdata.pdf to determine how the superseded data were derived.
 GG0308
 GG0308_MARKER: DD = SURVEY DISK
 GG0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0308_SP_SET: CULVERT HEADWALL
 GG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0308+STABILITY: SURFACE MOTION
 GG0308
 GG0308  HISTORY     - Date     Condition        Report By
 GG0308  HISTORY     - UNK      MONUMENTED       MKTRR
 GG0308  HISTORY     - 1934     GOOD             CGS
 GG0308  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0308
 GG0308                          STATION DESCRIPTION
 GG0308
 GG0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0308'2.2 MI S FROM BLUE JACKET.
 GG0308'SOUTH END OF WEST HEAD-WALL OF CONCRETE CULVERT AT MILEPOST
 GG0308'428.6 ON MISSOURI-KANSAS AND TEXAS RAILROAD.
 GG0308
 GG0308                          STATION RECOVERY (2016)
 GG0308
 GG0308'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0308'THE ONLY DRAIN CROSSING UNDER RR NEAR THIS SITE HAS A NEW CGMP. NO
 GG0308'CONCRETE CULVERT
 GG0308'WITH HEAD WALL APPEARS TO BE PRESENT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8104 ***********************************************************************
 AJ8104  PACS        -  This is a Primary Airport Control Station.
 AJ8104  DESIGNATION -  MLC C
 AJ8104  PID         -  AJ8104
 AJ8104  STATE/COUNTY-  OK/PITTSBURG
 AJ8104  COUNTRY     -  US
 AJ8104  USGS QUAD   -  MCALESTER (2018)
 AJ8104
 AJ8104                         *CURRENT SURVEY CONTROL
 AJ8104  ______________________________________________________________________
 AJ8104* NAD 83(2011) POSITION- 34 52 57.19264(N) 095 46 57.00094(W)   ADJUSTED
 AJ8104* NAD 83(2011) ELLIP HT-   200.351 (meters)        (06/27/12)   ADJUSTED
 AJ8104* NAD 83(2011) EPOCH   -  2010.00
 AJ8104* NAVD 88 ORTHO HEIGHT -   230.35  (meters)      755.7   (feet) GPS OBS
 AJ8104  ______________________________________________________________________
 AJ8104  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8104  GEOID HEIGHT    -        -29.938 (meters)                     GEOID99
 AJ8104  GEOID HEIGHT    -        -30.012 (meters)                     GEOID18
 AJ8104  NAD 83(2011) X  -   -527,746.622 (meters)                     COMP
 AJ8104  NAD 83(2011) Y  - -5,211,399.947 (meters)                     COMP
 AJ8104  NAD 83(2011) Z  -  3,627,300.733 (meters)                     COMP
 AJ8104  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC18
 AJ8104
 AJ8104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8104  Standards:
 AJ8104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8104  -------------------------------------------------------------------
 AJ8104  NETWORK    1.00   2.39           0.44   0.37   1.22     -0.04523645
 AJ8104  -------------------------------------------------------------------
 AJ8104  Click here for local accuracies and other accuracy information.
 AJ8104
 AJ8104.This mark is at Mc Alester Airport (MLC)
 AJ8104
 AJ8104.The horizontal coordinates were established by GPS observations
 AJ8104.and adjusted by the National Geodetic Survey in June 2012.
 AJ8104
 AJ8104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8104.been affixed to the stable North American tectonic plate. See 
 AJ8104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8104
 AJ8104.The horizontal coordinates are valid at the epoch date displayed above
 AJ8104.which is a decimal equivalence of Year/Month/Day.
 AJ8104
 AJ8104.The orthometric height was determined by GPS observations and a
 AJ8104.high-resolution geoid model.
 AJ8104
 AJ8104.GPS derived orthometric heights for airport stations designated as
 AJ8104.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8104.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8104.not indicate centimeter accuracy relative to other marks which are
 AJ8104.part of the published vertical control network.
 AJ8104
 AJ8104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8104.GEOID18 height accuracy estimate available here.
 AJ8104
 AJ8104.Click photographs - Photos may exist for this station.
 AJ8104
 AJ8104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8104
 AJ8104.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8104
 AJ8104.The ellipsoidal height was determined by GPS observations
 AJ8104.and is referenced to NAD 83.
 AJ8104
 AJ8104. The following values were computed from the NAD 83(2011) position.
 AJ8104
 AJ8104;                    North         East     Units Scale Factor Converg.
 AJ8104;SPC OK S     -   174,072.839   802,693.758   MT  0.99994945   +1 15 31.3
 AJ8104;SPC OK S     -   571,103.97  2,633,504.44   sFT  0.99994945   +1 15 31.3
 AJ8104;UTM  15      - 3,863,551.926   245,695.134   MT  1.00039714   -1 35 31.8
 AJ8104
 AJ8104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8104!SPC OK S     -   0.99996855  x   0.99994945  =   0.99991800
 AJ8104!UTM  15      -   0.99996855  x   1.00039714  =   1.00036568
 AJ8104
 AJ8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4569563551(NAD 83)
 AJ8104
 AJ8104                          SUPERSEDED SURVEY CONTROL
 AJ8104
 AJ8104  NAD 83(2007)-  34 52 57.19291(N)    095 46 57.00176(W) AD(2002.00) 0
 AJ8104  ELLIP H (02/10/07)  200.365  (m)                       GP(2002.00)    
 AJ8104  NAD 83(1993)-  34 52 57.19280(N)    095 46 57.00168(W) AD(       ) B
 AJ8104  ELLIP H (03/07/02)  200.360  (m)                       GP(       ) 4 2
 AJ8104
 AJ8104.Superseded values are not recommended for survey control.
 AJ8104
 AJ8104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8104.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8104
 AJ8104_MARKER: I = METAL ROD
 AJ8104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8104_STAMPING: MLC C 2001
 AJ8104_MARK LOGO: NGS
 AJ8104_PROJECTION: FLUSH
 AJ8104_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8104+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AJ8104_ROD/PIPE-DEPTH: 11.4 meters
 AJ8104_SLEEVE-DEPTH  : 0.9 meters
 AJ8104
 AJ8104  HISTORY     - Date     Condition        Report By
 AJ8104  HISTORY     - 20010522 MONUMENTED       MSAM
 AJ8104
 AJ8104                          STATION DESCRIPTION
 AJ8104
 AJ8104'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8104'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTH OF SAVANNA,
 AJ8104'OKLAHOMA AND 5.6 KM (3.5 MI) SOUTH OF MCALESTER, OKLAHOMA, PITTSBURG,
 AJ8104'COUNTY, AT MCALESTER REGIONAL AIRPORT, SOUTHEAST OF RUNWAY 1-19,
 AJ8104'WITHIN THE WINDSOCK SEGMENTED CIRCLE.  THIS IS NOT A CONTROLLED
 AJ8104'AIRPORT.  PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE
 AJ8104'AIRPORT MANAGER, DON HENDERSON, PHONE 918-426-1463.  OWNERSHIP--CITY
 AJ8104'OF MCALESTER, P.O. BOX 578, MCALESTER, OKLAHOMA 74502.
 AJ8104'
 AJ8104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69, AND US
 AJ8104'HIGHWAY 270 IN MCALESTER, OKLAHOMA, GO SOUTH ON US HIGHWAY 69 FOR 5.6
 AJ8104'KM (3.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 AJ8104'SOUTHEAST FOR 0.5 KM (0.30 MI) TO THE TERMINAL AND THE GATE ON THE
 AJ8104'SOUTH SIDE OF THE TERMINAL.  PASS THROUGH GATE, EAST, ACROSS THE RAMP
 AJ8104'AND THE FIRST THRESHOLD NORTH OF THE TERMINAL FOR 0.25 KM (0.15 MI) TO
 AJ8104'RUNWAY 1-19.  TURN RIGHT (SOUTH) ON RUNWAY 1-19 FOR 0.3 KM (0.2 MI)
 AJ8104'TO AN ACCESS ROAD ON THE LEFT.  TURN LEFT (EAST) FOR 0.1 KM (0.05 MI)
 AJ8104'TO THE SEGMENTED CIRCLE AND THE STATION INSIDE THE CIRCLE.
 AJ8104'
 AJ8104'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8104'TO REFUSAL AT A DEPTH OF 11.43 M (37.5 FT), ENCASED IN A 0.9 M
 AJ8104'(3.0 FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO
 AJ8104'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE
 AJ8104'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT
 AJ8104'IS 17.3 M (53.8 FT) SOUTHWEST OF A CHISELED SQUARE IN THE WEST CORNER
 AJ8104'OF WINDSOCK PAD, 9.1 M (29.9 FT) SOUTHEAST OF A STEEL ROD IN RUBBER
 AJ8104'TIRE.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AJ8104'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8105 ***********************************************************************
 AJ8105  SACS        -  This is a Secondary Airport Control Station.
 AJ8105  DESIGNATION -  MLC D
 AJ8105  PID         -  AJ8105
 AJ8105  STATE/COUNTY-  OK/PITTSBURG
 AJ8105  COUNTRY     -  US
 AJ8105  USGS QUAD   -  MCALESTER (2018)
 AJ8105
 AJ8105                         *CURRENT SURVEY CONTROL
 AJ8105  ______________________________________________________________________
 AJ8105* NAD 83(2011) POSITION- 34 53 23.42426(N) 095 46 52.04063(W)   ADJUSTED
 AJ8105* NAD 83(2011) ELLIP HT-   203.892 (meters)        (06/27/12)   ADJUSTED
 AJ8105* NAD 83(2011) EPOCH   -  2010.00
 AJ8105* NAVD 88 ORTHO HEIGHT -   233.89  (meters)      767.4   (feet) GPS OBS
 AJ8105  ______________________________________________________________________
 AJ8105  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8105  GEOID HEIGHT    -        -29.938 (meters)                     GEOID99
 AJ8105  GEOID HEIGHT    -        -30.011 (meters)                     GEOID18
 AJ8105  NAD 83(2011) X  -   -527,575.017 (meters)                     COMP
 AJ8105  NAD 83(2011) Y  - -5,210,955.524 (meters)                     COMP
 AJ8105  NAD 83(2011) Z  -  3,627,965.868 (meters)                     COMP
 AJ8105  LAPLACE CORR    -         -5.03  (seconds)                    DEFLEC18
 AJ8105
 AJ8105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8105  Standards:
 AJ8105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8105  -------------------------------------------------------------------
 AJ8105  NETWORK    1.26   2.47           0.56   0.46   1.26     -0.05840905
 AJ8105  -------------------------------------------------------------------
 AJ8105  Click here for local accuracies and other accuracy information.
 AJ8105
 AJ8105.This mark is at Mc Alester Airport (MLC)
 AJ8105
 AJ8105.The horizontal coordinates were established by GPS observations
 AJ8105.and adjusted by the National Geodetic Survey in June 2012.
 AJ8105
 AJ8105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8105.been affixed to the stable North American tectonic plate. See 
 AJ8105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8105
 AJ8105.The horizontal coordinates are valid at the epoch date displayed above
 AJ8105.which is a decimal equivalence of Year/Month/Day.
 AJ8105
 AJ8105.The orthometric height was determined by GPS observations and a
 AJ8105.high-resolution geoid model.
 AJ8105
 AJ8105.GPS derived orthometric heights for airport stations designated as
 AJ8105.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8105.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8105.not indicate centimeter accuracy relative to other marks which are
 AJ8105.part of the published vertical control network.
 AJ8105
 AJ8105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8105.GEOID18 height accuracy estimate available here.
 AJ8105
 AJ8105.Click photographs - Photos may exist for this station.
 AJ8105
 AJ8105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8105
 AJ8105.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8105
 AJ8105.The ellipsoidal height was determined by GPS observations
 AJ8105.and is referenced to NAD 83.
 AJ8105
 AJ8105. The following values were computed from the NAD 83(2011) position.
 AJ8105
 AJ8105;                    North         East     Units Scale Factor Converg.
 AJ8105;SPC OK S     -   174,883.730   802,801.916   MT  0.99995012   +1 15 34.1
 AJ8105;SPC OK S     -   573,764.37  2,633,859.29   sFT  0.99995012   +1 15 34.1
 AJ8105;UTM  15      - 3,864,356.794   245,843.557   MT  1.00039621   -1 35 30.0
 AJ8105
 AJ8105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8105!SPC OK S     -   0.99996800  x   0.99995012  =   0.99991812
 AJ8105!UTM  15      -   0.99996800  x   1.00039621  =   1.00036419
 AJ8105
 AJ8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4584364356(NAD 83)
 AJ8105
 AJ8105                          SUPERSEDED SURVEY CONTROL
 AJ8105
 AJ8105  NAD 83(2007)-  34 53 23.42453(N)    095 46 52.04144(W) AD(2002.00) 0
 AJ8105  ELLIP H (02/10/07)  203.906  (m)                       GP(2002.00)    
 AJ8105  NAD 83(1993)-  34 53 23.42442(N)    095 46 52.04136(W) AD(       ) 1
 AJ8105  ELLIP H (03/07/02)  203.901  (m)                       GP(       ) 4 2
 AJ8105
 AJ8105.Superseded values are not recommended for survey control.
 AJ8105
 AJ8105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8105.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8105
 AJ8105_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8105_STAMPING: MLC D 2001
 AJ8105_MARK LOGO: NGS
 AJ8105_PROJECTION: FLUSH
 AJ8105_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8105+STABILITY: SURFACE MOTION
 AJ8105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8105+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AJ8105
 AJ8105  HISTORY     - Date     Condition        Report By
 AJ8105  HISTORY     - 20010522 MONUMENTED       MSAM
 AJ8105
 AJ8105                          STATION DESCRIPTION
 AJ8105
 AJ8105'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8105'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTH OF SAVANNA,
 AJ8105'OKLAHOMA AND 5.6 KM (3.5 MI) SOUTH OF MCALESTER, OKLAHOMA, PITTSBURG,
 AJ8105'COUNTY, AT MCALESTER REGIONAL AIRPORT, WEST OF MAIN TAXIWAY AT THE
 AJ8105'NORTHERN END OF TAXIWAY.  THIS IS NOT A CONTROLLED AIRPORT.
 AJ8105'PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE AIRPORT
 AJ8105'MANAGER, DON HENDERSON, PHONE 918-426-1463.  OWNERSHIP--CITY OF
 AJ8105'MCALESTER, P.O. BOX 578, MCALESTER, OKLAHOMA 74502.
 AJ8105'
 AJ8105'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND US
 AJ8105'HIGHWAY 270 IN MCALESTER, OKLAHOMA, GO SOUTH ON US HIGHWAY 69 FOR 5.6
 AJ8105'KM (3.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 AJ8105'SOUTHEAST FOR 0.5 KM (0.3 MI) TO THE TERMINAL AND THE GATE ON THE
 AJ8105'SOUTH SIDE OF THE TERMINAL.  PASS THROUGH GATE, EAST, ONTO THE RAMP
 AJ8105'FOR 0.1 KM (0.1 MI) TO THE MAIN TAXIWAY.  TURN LEFT, NORTH, ON THE
 AJ8105'MAIN TAXIWAY FOR 0.6 KM (0.4 MI) TO THE END OF THE TAXIWAY AND THE
 AJ8105'STATION ON THE LEFT.
 AJ8105'
 AJ8105'THE MARK IS A NATIONAL GEODETIC SURVEY BRASS DISK SET IN THE TOP
 AJ8105'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 22.6 M
 AJ8105'(74.1 FT) NORTHWEST OF A TAXI LIGHT AT END OF TAXIWAY, 15.6 M
 AJ8105'(51.2 FT) SOUTHEAST AND PERPENDICULAR TO A FENCE, 13.1 M (43.0 FT)
 AJ8105'NORTHWEST OF A CHISELED X IN TAXIWAY CONCRETE, 9.7 M (31.8 FT)
 AJ8105'NORTHEAST OF A TAXIWAY LIGHT.  THIS STATION IS DESIGNATED AS A
 AJ8105'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8106 ***********************************************************************
 AJ8106  SACS        -  This is a Secondary Airport Control Station.
 AJ8106  DESIGNATION -  MLC E
 AJ8106  PID         -  AJ8106
 AJ8106  STATE/COUNTY-  OK/PITTSBURG
 AJ8106  COUNTRY     -  US
 AJ8106  USGS QUAD   -  MCALESTER (2018)
 AJ8106
 AJ8106                         *CURRENT SURVEY CONTROL
 AJ8106  ______________________________________________________________________
 AJ8106* NAD 83(2011) POSITION- 34 52 39.35442(N) 095 47 12.68528(W)   ADJUSTED
 AJ8106* NAD 83(2011) ELLIP HT-   195.905 (meters)        (06/27/12)   ADJUSTED
 AJ8106* NAD 83(2011) EPOCH   -  2010.00
 AJ8106* NAVD 88 ORTHO HEIGHT -   225.89  (meters)      741.1   (feet) GPS OBS
 AJ8106  ______________________________________________________________________
 AJ8106  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8106  GEOID HEIGHT    -        -29.926 (meters)                     GEOID99
 AJ8106  GEOID HEIGHT    -        -30.000 (meters)                     GEOID18
 AJ8106  NAD 83(2011) X  -   -528,174.223 (meters)                     COMP
 AJ8106  NAD 83(2011) Y  - -5,211,668.937 (meters)                     COMP
 AJ8106  NAD 83(2011) Z  -  3,626,847.224 (meters)                     COMP
 AJ8106  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC18
 AJ8106
 AJ8106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8106  Standards:
 AJ8106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8106  -------------------------------------------------------------------
 AJ8106  NETWORK    1.26   2.47           0.56   0.46   1.26      0.01256900
 AJ8106  -------------------------------------------------------------------
 AJ8106  Click here for local accuracies and other accuracy information.
 AJ8106
 AJ8106.This mark is at Mc Alester Airport (MLC)
 AJ8106
 AJ8106.The horizontal coordinates were established by GPS observations
 AJ8106.and adjusted by the National Geodetic Survey in June 2012.
 AJ8106
 AJ8106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8106.been affixed to the stable North American tectonic plate. See 
 AJ8106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8106
 AJ8106.The horizontal coordinates are valid at the epoch date displayed above
 AJ8106.which is a decimal equivalence of Year/Month/Day.
 AJ8106
 AJ8106.The orthometric height was determined by GPS observations and a
 AJ8106.high-resolution geoid model.
 AJ8106
 AJ8106.GPS derived orthometric heights for airport stations designated as
 AJ8106.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8106.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8106.not indicate centimeter accuracy relative to other marks which are
 AJ8106.part of the published vertical control network.
 AJ8106
 AJ8106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8106.GEOID18 height accuracy estimate available here.
 AJ8106
 AJ8106.Click photographs - Photos may exist for this station.
 AJ8106
 AJ8106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8106
 AJ8106.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8106
 AJ8106.The ellipsoidal height was determined by GPS observations
 AJ8106.and is referenced to NAD 83.
 AJ8106
 AJ8106. The following values were computed from the NAD 83(2011) position.
 AJ8106
 AJ8106;                    North         East     Units Scale Factor Converg.
 AJ8106;SPC OK S     -   173,514.552   802,307.637   MT  0.99994901   +1 15 22.4
 AJ8106;SPC OK S     -   569,272.33  2,632,237.64   sFT  0.99994901   +1 15 22.4
 AJ8106;UTM  15      - 3,863,013.293   245,281.538   MT  1.00039974   -1 35 40.0
 AJ8106
 AJ8106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8106!SPC OK S     -   0.99996925  x   0.99994901  =   0.99991826
 AJ8106!UTM  15      -   0.99996925  x   1.00039974  =   1.00036898
 AJ8106
 AJ8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4528163013(NAD 83)
 AJ8106
 AJ8106                          SUPERSEDED SURVEY CONTROL
 AJ8106
 AJ8106  NAD 83(2007)-  34 52 39.35469(N)    095 47 12.68609(W) AD(2002.00) 0
 AJ8106  ELLIP H (02/10/07)  195.919  (m)                       GP(2002.00)    
 AJ8106  NAD 83(1993)-  34 52 39.35458(N)    095 47 12.68602(W) AD(       ) 1
 AJ8106  ELLIP H (03/07/02)  195.915  (m)                       GP(       ) 4 2
 AJ8106
 AJ8106.Superseded values are not recommended for survey control.
 AJ8106
 AJ8106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8106.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8106
 AJ8106_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8106_STAMPING: MLC E 2001
 AJ8106_MARK LOGO: NGS
 AJ8106_PROJECTION: FLUSH
 AJ8106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8106+STABILITY: SURFACE MOTION
 AJ8106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8106+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AJ8106
 AJ8106  HISTORY     - Date     Condition        Report By
 AJ8106  HISTORY     - 20010522 MONUMENTED       MSAM
 AJ8106
 AJ8106                          STATION DESCRIPTION
 AJ8106
 AJ8106'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8106'THE STATION IS LOCATED ABOUT 5.4 KM (8.7 MI) NORTH OF SAVANNA,
 AJ8106'OKLAHOMA AND 5.6 KM (3.5 MI) SOUTH OF MCALESTER, OKLAHOMA, PITTSBURG,
 AJ8106'COUNTY, AT MCALESTER REGIONAL AIRPORT, WEST OF MAIN TAXIWAY,IN THE
 AJ8106'SOUTHERN SECTOR OF THE AIRPORT.  THIS IS NOT A CONTROLLED AIRPORT.
 AJ8106'PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE AIRPORT MANAGER,
 AJ8106'DON HENDERSON, PHONE 918-426-1463.  OWNERSHIP--CITY OF MCALESTER, P.O.
 AJ8106'BOX 578, MCALESTER, OKLAHOMA 74502.
 AJ8106'
 AJ8106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69, AND US
 AJ8106'HIGHWAY 270 IN MCALESTER, OKLAHOMA, GO SOUTH ON US HIGHWAY 69 FOR 5.6
 AJ8106'KM (3.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 AJ8106'SOUTHEAST FOR 0.5 KM (0.30 MI) TO THE TERMINAL AND THE GATE ON THE
 AJ8106'SOUTH SIDE OF THE TERMINAL.  PASS THROUGH GATE, EAST, ONTO THE RAMP
 AJ8106'FOR 0.1 KM (0.05 MI) TO THE MAIN TAXIWAY.  TURN RIGHT (SOUTH) ON THE
 AJ8106'MAIN TAXIWAY FOR 0.8 KM (0.5 MI) TO THE END OF THE TAXIWAY AND THE
 AJ8106'STATION ON THE RIGHT.
 AJ8106'
 AJ8106'THE MARK IS A NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST
 AJ8106'FLUSH WITH THE GROUND.  IT IS 28.7 M (94.2 FT) SOUTHEAST OF A WARNING
 AJ8106'SIGN SET IN FENCE BRACE, 5.6 M (18.4 FT) NORTHEAST AND PERPENDICULAR
 AJ8106'TO TAXIWAY CHISELED X IN TAXIWAY CONCRETE, 4.3 M (14.1 FT) NORTH OF
 AJ8106'TAXIWAY LIGHT NUMBER 132.  THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8106'AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0051 ***********************************************************************
 FK0051  DESIGNATION -  MM 114
 FK0051  PID         -  FK0051
 FK0051  STATE/COUNTY-  OK/BLAINE
 FK0051  COUNTRY     -  US
 FK0051  USGS QUAD   -  WATONGA (2018)
 FK0051
 FK0051                         *CURRENT SURVEY CONTROL
 FK0051  ______________________________________________________________________
 FK0051* NAD 83(1986) POSITION- 35 49 37.     (N) 098 24 58.     (W)   SCALED
 FK0051* NAVD 88 ORTHO HEIGHT -   453.432 (meters)     1487.63  (feet) ADJUSTED
 FK0051  ______________________________________________________________________
 FK0051  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 FK0051  DYNAMIC HEIGHT  -        453.001 (meters)     1486.22  (feet) COMP
 FK0051  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 FK0051
 FK0051  VERT ORDER      -  SECOND    CLASS 0
 FK0051
 FK0051.The horizontal coordinates were scaled from a map and have
 FK0051.an estimated accuracy of +/- 6 seconds.
 FK0051
 FK0051.The orthometric height was determined by differential leveling and
 FK0051.adjusted by the NATIONAL GEODETIC SURVEY
 FK0051.in June 1991.
 FK0051
 FK0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0051.GEOID18 height accuracy estimate available here.
 FK0051
 FK0051.Click photographs - Photos may exist for this station.
 FK0051
 FK0051.The dynamic height is computed by dividing the NAVD 88
 FK0051.geopotential number by the normal gravity value computed on the
 FK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0051.degrees latitude (g = 980.6199 gals.).
 FK0051
 FK0051.The modeled gravity was interpolated from observed gravity values.
 FK0051
 FK0051;                    North         East    Units  Estimated Accuracy
 FK0051;SPC OK N     -    91,830.      562,400.      MT  (+/- 180 meters Scaled)
 FK0051
 FK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE527649(NAD 83)
 FK0051
 FK0051                          SUPERSEDED SURVEY CONTROL
 FK0051
 FK0051  NGVD 29 (??/??/92)  453.244  (m)         1487.02   (f) ADJ UNCH    2 0
 FK0051
 FK0051.Superseded values are not recommended for survey control.
 FK0051
 FK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0051.See file dsdata.pdf to determine how the superseded data were derived.
 FK0051
 FK0051_MARKER: DB = BENCH MARK DISK
 FK0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0051_STAMPING: M 114 1935
 FK0051_MARK LOGO: CGS
 FK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0051+STABILITY: SURFACE MOTION
 FK0051
 FK0051  HISTORY     - Date     Condition        Report By
 FK0051  HISTORY     - 1935     MONUMENTED       CGS
 FK0051
 FK0051                          STATION DESCRIPTION
 FK0051
 FK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0051'1.4 MI S FROM WATONGA.
 FK0051'1.4 MILES SOUTH OF ROCK ISLAND STATION AT WATONGA 35 FEET NORTH
 FK0051'OF CENTER LINE OF SECTION LINE ROAD, 35 FEET EAST OF NEAREST
 FK0051'RAIL OF CHICAGO ROCK ISLAND AND PACIFIC TRACK 9 FEET SOUTH OF
 FK0051'16TH. POLE NORTH OF MILEPOST 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0704 ***********************************************************************
 GG0704  DESIGNATION -  MODOC
 GG0704  PID         -  GG0704
 GG0704  STATE/COUNTY-  OK/OTTAWA
 GG0704  COUNTRY     -  US
 GG0704  USGS QUAD   -  PEORIA (2018)
 GG0704
 GG0704                         *CURRENT SURVEY CONTROL
 GG0704  ______________________________________________________________________
 GG0704* NAD 83(1997) POSITION- 36 54 20.73083(N) 094 37 33.66839(W)   ADJUSTED
 GG0704* NAVD 88 ORTHO HEIGHT -   328.    (meters)     1076.    (feet) SCALED
 GG0704  ______________________________________________________________________
 GG0704  GEOID HEIGHT    -        -29.301 (meters)                     GEOID18
 GG0704  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 GG0704  HORZ ORDER      -  FIRST
 GG0704
 GG0704.The horizontal coordinates were established by classical geodetic methods
 GG0704.and adjusted by the National Geodetic Survey in February 2000.
 GG0704
 GG0704.The orthometric height was scaled from a topographic map.
 GG0704
 GG0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0704.GEOID18 height accuracy estimate available here.
 GG0704
 GG0704.Click photographs - Photos may exist for this station.
 GG0704
 GG0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0704
 GG0704. The following values were computed from the NAD 83(1997) position.
 GG0704
 GG0704;                    North         East     Units Scale Factor Converg.
 GG0704;SPC OK N     -   216,683.559   900,641.927   MT  1.00002834   +1 59 28.1
 GG0704;SPC OK N     -   710,902.64  2,954,856.06   sFT  1.00002834   +1 59 28.1
 GG0704;SPC OK N     -   710,902.64  2,954,856.06   sFT  1.00002834   +1 59 28.1
 GG0704;SPC MO W     -    82,018.863   838,769.668   MT  0.99994273   -0 04 32.4
 GG0704;SPC OK N     -   216,683.559   900,641.927   MT  1.00002834   +1 59 28.1
 GG0704;UTM  15      - 4,085,652.481   355,139.394   MT  0.99985852   -0 58 35.7
 GG0704
 GG0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0704!SPC OK N     -   0.99995311  x   1.00002834  =   0.99998145
 GG0704!SPC MO W     -   0.99995311  x   0.99994273  =   0.99989584
 GG0704!SPC OK N     -   0.99995311  x   1.00002834  =   0.99998145
 GG0704!UTM  15      -   0.99995311  x   0.99985852  =   0.99981164
 GG0704
 GG0704:                Primary Azimuth Mark                     Grid Az
 GG0704:SPC OK N     -  COX RM 5                                 062 16 51.8
 GG0704:SPC MO W     -  COX RM 5                                 064 20 52.3
 GG0704:SPC OK N     -  COX RM 5                                 062 16 51.8
 GG0704:UTM  15      -  COX RM 5                                 065 14 55.6
 GG0704
 GG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5513985652(NAD 83)
 GG0704
 GG0704|---------------------------------------------------------------------|
 GG0704| PID    Reference Object                     Distance      Geod. Az  |
 GG0704|                                                           dddmmss.s |
 GG0704| CI2541 MODOC RM 3                                         00427     |
 GG0704| CI2539 MODOC RM 1                           19.511 METERS 03917     |
 GG0704| GG0692 JOPLIN LOOKOUT TOWER                APPROX.11.0 KM 0632230.9 |
 GG0704| GG0691 COX RM 5                            APPROX.10.8 KM 0641619.9 |
 GG0704| CI2540 MODOC RM 2                           20.468 METERS 14329     |
 GG0704|---------------------------------------------------------------------|
 GG0704
 GG0704                          SUPERSEDED SURVEY CONTROL
 GG0704
 GG0704  NAD 83(1997)-  36 54 20.73093(N)    094 37 33.66812(W) AD(       ) 1
 GG0704  NAD 83(1993)-  36 54 20.73768(N)    094 37 33.66909(W) AD(       ) 1
 GG0704  NAD 83(1986)-  36 54 20.74668(N)    094 37 33.66515(W) AD(       ) 1
 GG0704  NAD 27      -  36 54 20.51600(N)    094 37 32.85880(W) AD(       ) 1
 GG0704
 GG0704.Superseded values are not recommended for survey control.
 GG0704
 GG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0704.See file dsdata.pdf to determine how the superseded data were derived.
 GG0704
 GG0704_MARKER: DS = TRIANGULATION STATION DISK
 GG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0704_STAMPING: MODOC 1960
 GG0704_MARK LOGO: CGS
 GG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0704+STABILITY: SURFACE MOTION
 GG0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0704+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 GG0704
 GG0704  HISTORY     - Date     Condition        Report By
 GG0704  HISTORY     - 1960     MONUMENTED       CGS
 GG0704  HISTORY     - 20090316 GOOD             GEOCAC
 GG0704
 GG0704                          STATION DESCRIPTION
 GG0704
 GG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0704'ABOUT 4-1/2 MILES NORTH-NORTHWEST OF SENECA MISSOURI, ABOUT
 GG0704'1/2 MILE WEST OF THE MISSOURI-OKLAHOMA STATE LINE, IN THE
 GG0704'SOUTHEAST 1/4 OF SEC. 17, T. 28 N., R. 25 E., AND ON THE
 GG0704'PROPERTY OF MR. JAMES BRUMBACK.  IT IS 147 FEET SOUTHEAST OF
 GG0704'THE SOUTHEAST CORNER OF A PORCH ON A FRAME HOUSE, 21 FEET
 GG0704'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 16 FEET SOUTH
 GG0704'OF A FENCE CORNER, 3 FEET NORTH OF A WITNESS POST AND SET
 GG0704'IN A FENCE LINE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GG0704'DISK IS STAMPED MODOC 1960.
 GG0704'
 GG0704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GG0704'HIGHWAY 43 IN THE SOUTH EDGE OF SENECA, GO NORTH ON HIGHWAY
 GG0704'43 FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GG0704'WEST ON A PAVED ROAD FOR 1.1 MILES TO A CROSSROAD AT THE
 GG0704'MISSOURI-OKLAHOMA STATE LINE.  TURN RIGHT AND GO NORTH AND
 GG0704'WEST ON A GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT.
 GG0704'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.9 MILE TO
 GG0704'A SIDE ROAD LEFT.  CONTINUE AHEAD NORTH ON THE GRAVELED ROAD
 GG0704'FOR 0.8 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE
 GG0704'LEFT JUST BEFORE REACHING A FRAME HOUSE ON THE LEFT.
 GG0704'
 GG0704'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON THE
 GG0704'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 GG0704'
 GG0704'REFERENCE MARK 1 IS 40 FEET SOUTHEAST OF THE INTERSECTION
 GG0704'OF THE GRAVELED ROAD AND A DRIVEWAY, 20 FEET EAST OF THE
 GG0704'CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT WEST OF A WIRE
 GG0704'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GG0704'MODOC NO 1 1960.
 GG0704'
 GG0704'REFERENCE MARK 2 IS 60 FEET NORTH OF A POWER POLE, 19 FEET
 GG0704'EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT WEST OF
 GG0704'A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GG0704'IS STAMPED MODOC NO 2 1960.
 GG0704'
 GG0704'REFERENCE MARK 3 IS 20 FEET EAST OF THE CENTERLINE OF THE
 GG0704'GRAVELED ROAD, 4 FEET SOUTH OF A WITNESS POST, 2 FEET SOUTHWEST
 GG0704'OF A POWER POLE AND 2 FEET WEST OF A WIRE FENCE.  THE MONUMENT
 GG0704'PROJECTS 4 INCHES AND THE DISK IS STAMPED MODOC NO 3 1960.
 GG0704'
 GG0704'NOTE- THE DIRECTION TO REFERENCE MARK 3 WAS DETERMINED BY
 GG0704'PRECISE METHODS.
 GG0704'
 GG0704'THE STATION WAS BUILT IN 1960 BUT NOT OCCUPIED UNTIL 1961.
 GG0704'
 GG0704'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0704
 GG0704                          STATION RECOVERY (2009)
 GG0704
 GG0704'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0704'STATION, REFERENCE MARKS 1, 2 AND 3 RECOVERED IN GOOD CONDITION THIS
 GG0704'
 GG0704'DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0588 ***********************************************************************
 GJ0588  DESIGNATION -  MONROE
 GJ0588  PID         -  GJ0588
 GJ0588  STATE/COUNTY-  OK/MAJOR
 GJ0588  COUNTRY     -  US
 GJ0588  USGS QUAD   -  SEILING (2018)
 GJ0588
 GJ0588                         *CURRENT SURVEY CONTROL
 GJ0588  ______________________________________________________________________
 GJ0588* NAD 83(1993) POSITION- 36 10 52.48643(N) 098 54 10.57474(W)   ADJUSTED
 GJ0588* NAVD 88 ORTHO HEIGHT -   533.91  (+/-2cm)     1751.7   (feet) VERTCON3
 GJ0588  ______________________________________________________________________
 GJ0588  GEOID HEIGHT    -        -27.772 (meters)                     GEOID18
 GJ0588  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 GJ0588  HORZ ORDER      -  FIRST
 GJ0588  VERT ORDER      -  THIRD ? (See Below)
 GJ0588
 GJ0588.The horizontal coordinates were established by classical geodetic methods
 GJ0588.and adjusted by the National Geodetic Survey in November 1994.
 GJ0588
 GJ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0588
 GJ0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0588.GEOID18 height accuracy estimate available here.
 GJ0588
 GJ0588.The vertical order pertains to the NGVD 29 superseded value.
 GJ0588
 GJ0588.Click photographs - Photos may exist for this station.
 GJ0588
 GJ0588.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0588
 GJ0588. The following values were computed from the NAD 83(1993) position.
 GJ0588
 GJ0588;                    North         East     Units Scale Factor Converg.
 GJ0588;SPC OK N     -   131,440.395   518,780.131   MT  0.99994544   -0 31 58.3
 GJ0588;SPC OK N     -   431,234.03  1,702,031.15   sFT  0.99994544   -0 31 58.3
 GJ0588;UTM  14      - 4,004,055.978   508,727.959   MT  0.99960094   +0 03 26.3
 GJ0588
 GJ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0588!SPC OK N     -   0.99992057  x   0.99994544  =   0.99986601
 GJ0588!UTM  14      -   0.99992057  x   0.99960094  =   0.99952154
 GJ0588
 GJ0588:                Primary Azimuth Mark                     Grid Az
 GJ0588:SPC OK N     -  MONROE AZ MK                             001 32 30.5
 GJ0588:UTM  14      -  MONROE AZ MK                             000 57 05.9
 GJ0588
 GJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0872704055(NAD 83)
 GJ0588
 GJ0588|---------------------------------------------------------------------|
 GJ0588| PID    Reference Object                     Distance      Geod. Az  |
 GJ0588|                                                           dddmmss.s |
 GJ0588| CK9452 MONROE AZ MK                                       0010032.2 |
 GJ0588| CK9453 MONROE RM 1                          29.478 METERS 16030     |
 GJ0588| GJ0591 SEILING WESTERN BUTANE MAST         APPROX. 4.8 KM 2021655.8 |
 GJ0588| GJ0590 SEILING PUBLIC SCHOOL STACK         APPROX. 4.1 KM 2021823.5 |
 GJ0588| GJ0589 SEILING PRESBYTERIAN CH CUPOLA      APPROX. 4.6 KM 2034908.9 |
 GJ0588| GJ0587 SEILING WEST FARMERS ELEC MAST      APPROX.10.8 KM 2052340.3 |
 GJ0588| GJ0592 SEILING MUNICIPAL WATER TANK        APPROX. 4.6 KM 2053221.2 |
 GJ0588| CK9454 MONROE RM 2                          21.220 METERS 28725     |
 GJ0588|---------------------------------------------------------------------|
 GJ0588
 GJ0588                          SUPERSEDED SURVEY CONTROL
 GJ0588
 GJ0588  NAD 83(1986)-  36 10 52.49005(N)    098 54 10.56129(W) AD(       ) 1
 GJ0588  NAD 27      -  36 10 52.34808(N)    098 54 09.22245(W) AD(       ) 1
 GJ0588  NGVD 29 (07/19/86)  533.69   (m)         1750.9    (f) LEVELING    3  
 GJ0588
 GJ0588.Superseded values are not recommended for survey control.
 GJ0588
 GJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0588.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0588
 GJ0588_MARKER: DS = TRIANGULATION STATION DISK
 GJ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0588_STAMPING: MONROE 1934
 GJ0588_MARK LOGO: CGS
 GJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0588+STABILITY: SURFACE MOTION
 GJ0588
 GJ0588  HISTORY     - Date     Condition        Report By
 GJ0588  HISTORY     - 1934     MONUMENTED       CGS
 GJ0588  HISTORY     - 1963     GOOD             CGS
 GJ0588
 GJ0588                          STATION DESCRIPTION
 GJ0588
 GJ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0588'STATION IS LOCATED ABOUT 0.05 MILE NORTH OF THE CENTER OF
 GJ0588'THE WEST EDGE OF SEC. 27, T 20 N., R. 16 W., 1.0 MILE EAST AND
 GJ0588'2-1/4 MILES SOUTH OF CHESTER POST OFFICE IN THE SAND HILL
 GJ0588'SECTION OF THE NORTH BANK OF THE NORTH CANADIAN RIVER,IN
 GJ0588'PASTURE LAND COVERED WITH BRUSH AND SAGE BRUSH ON THE PROPERTY
 GJ0588'OF MRS. MINNIE MONROE OF SIBERIA, ALASKA.
 GJ0588'
 GJ0588'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S. HIGHWAY
 GJ0588'60 IN THE TOWN OF CHESTER, GO SOUTH ON U.S. HIGHWAY 60 AND
 GJ0588'STATE HIGHWAY 14 FOR 2.2 MILES TO T-ROAD EAST, 0.3 MILE NORTH
 GJ0588'OF HIGHWAY BRIDGE OVER CANADIAN RIVER, TURN LEFT (EAST) GO
 GJ0588'1.0 MILE TURN RIGHT (SOUTH) THROUGH GATE AND GO 0.4 MILE
 GJ0588'KEEPING THE RIGHT FORK OF SAND TRAIL TO BASE OF HIGHEST ROUND
 GJ0588'SAND HILL IN VICINITY ABOUT 900 FEET SOUTH-SOUTHEAST OF HOUSE
 GJ0588'OF MR. W.W. FLOYD JUST SOUTH OF ROW OF COTTONWOOD TREES.  MARK
 GJ0588'IS ON HIGHEST POINT OF KNOLL 20 FEET SOUTH OF NORTH BREAK OF
 GJ0588'KNOLL.
 GJ0588'
 GJ0588'REFERENCE MARK NO. 1 IS 15 FEET NORTHWEST OF SOUTHEAST BREAK
 GJ0588'OF KNOLL, ABOUT 6 FEET BELOW HIGHEST POINT OF KNOLL.
 GJ0588'
 GJ0588'REFERENCE MARK NO. 2 IS 10 FEET EAST OF WEST BREAK OF SLOPE
 GJ0588'ABOUT 4 FEET BELOW HIGHEST POINT.
 GJ0588'
 GJ0588'TO REACH AZIMUTH MARK FROM NORTH END OF HIGHWAY BRIDGE OVER
 GJ0588'CANADIAN RIVER, GO NORTH 0.3 MILE ON U.S. HIGHWAY 60 TURN
 GJ0588'RIGHT (EAST) AND GO 1.0 MILE.  MARK IS 40 FEET SOUTH OF
 GJ0588'CENTERLINE OF ROAD, 18 FEET EAST OF CENTERLINE OF LANE INTO
 GJ0588'FIELD IN EAST-WEST RIGHT-OF-WAY FENCE LINE.
 GJ0588'
 GJ0588'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GJ0588
 GJ0588                          STATION RECOVERY (1963)
 GJ0588
 GJ0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0588'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 GJ0588'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A
 GJ0588'COMPLETE DESCRIPTION FOLLOWS-
 GJ0588'
 GJ0588'THE STATION IS A LOW, BRUSH COVERED SANDY KNOLL, ABOUT 2-1/2
 GJ0588'MILES SOUTH-SOUTHEAST OF CHESTER AND 2-1/4 MILES NORTHEAST OF
 GJ0588'CEILING.
 GJ0588'
 GJ0588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60,
 GJ0588'270 AND 281 IN THE NORTH EDGE OF CEILING, GO NORTHEAST AND NORTH
 GJ0588'ON HIGHWAYS 60 AND 281 FOR 2.55 MILES TO A SIDE ROAD RIGHT,
 GJ0588'0.1 MILE AFTER CROSSING A BRIDGE OVER THE CANADIAN RIVER.  TURN
 GJ0588'RIGHT AND GO EAST ON GRADED ROAD FOR 1.0 MILE TO A METAL GATE
 GJ0588'ON THE RIGHT AND THE AZIMUTH MARK.  TURN RIGHT, PASSING THROUGH
 GJ0588'GATE AND GO SOUTHERLY FOR 0.25 MILE TO A WINDMILL AND A SMALL
 GJ0588'CORRAL ON THE LEFT.  CONTINUE AHEAD ON TRACK ROAD FOR 0.15
 GJ0588'MILE TO A FORK.  TAKE THE RIGHT FORK, DIM TRACK ROAD AND GO
 GJ0588'SOUTHERLY FOR 0.25 MILE TO A FORK. TAKE THE RIGHT FORK FOR
 GJ0588'0.05 MILE, TURN RIGHT, LEAVING THE TRACK ROAD AND GO
 GJ0588'NORTHEAST, UPHILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 GJ0588'STATION.
 GJ0588'
 GJ0588'STATION MARK IS A STANDARD DISK, STAMPED MONROE 1934, SET IN
 GJ0588'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GJ0588'12 INCHES.
 GJ0588'
 GJ0588'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MONROE NO 1 1934,
 GJ0588'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0588'PROJECTING 4 INCHES.  IT IS ABOUT 7 FEET LOWER THAN THE STATION.
 GJ0588'
 GJ0588'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONROE NO 2 1934,
 GJ0588'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0588'PROJECTING 4 INCHES.  IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 GJ0588'
 GJ0588'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MONROE
 GJ0588'AZI 1934, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN
 GJ0588'DIAMETER, 6 INCHES BELOW THE GROUND SURFACE.  IT IS 63 FEET
 GJ0588'EAST OF A TELEPHONE LINE POLE, 30 FEET SOUTH OF THE CENTERLINE
 GJ0588'OF A GRADED ROAD AND 12 FEET EAST OF THE EAST GATE POST OF A
 GJ0588'METAL GATE.  IT IS SET IN A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0961 ***********************************************************************
 EL0961  DESIGNATION -  MONUMENT RESET
 EL0961  PID         -  EL0961
 EL0961  STATE/COUNTY-  OK/JEFFERSON
 EL0961  COUNTRY     -  US
 EL0961  USGS QUAD   -  WAURIKA EAST (2018)
 EL0961
 EL0961                         *CURRENT SURVEY CONTROL
 EL0961  ______________________________________________________________________
 EL0961* NAD 83(1993) POSITION- 34 14 23.60335(N) 097 54 54.37845(W)   ADJUSTED
 EL0961* NAVD 88 ORTHO HEIGHT -   330.08  (+/-2cm)     1082.9   (feet) VERTCON3
 EL0961  ______________________________________________________________________
 EL0961  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 EL0961  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 EL0961  HORZ ORDER      -  FIRST
 EL0961  VERT ORDER      -  THIRD ? (See Below)
 EL0961
 EL0961.The horizontal coordinates were established by classical geodetic methods
 EL0961.and adjusted by the National Geodetic Survey in November 1994.
 EL0961
 EL0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0961
 EL0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0961.GEOID18 height accuracy estimate available here.
 EL0961
 EL0961.The vertical order pertains to the NGVD 29 superseded value.
 EL0961
 EL0961.Click photographs - Photos may exist for this station.
 EL0961
 EL0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0961
 EL0961. The following values were computed from the NAD 83(1993) position.
 EL0961
 EL0961;                    North         East     Units Scale Factor Converg.
 EL0961;SPC OK S     -   100,561.477   607,820.517   MT  0.99995389   +0 02 53.5
 EL0961;SPC OK S     -   329,925.45  1,994,157.81   sFT  0.99995389   +0 02 53.5
 EL0961;UTM  14      - 3,789,287.247   599,907.386   MT  0.99972304   +0 36 37.7
 EL0961
 EL0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0961!SPC OK S     -   0.99995219  x   0.99995389  =   0.99990608
 EL0961!UTM  14      -   0.99995219  x   0.99972304  =   0.99967524
 EL0961
 EL0961:                Primary Azimuth Mark                     Grid Az
 EL0961:SPC OK S     -  MONUMENT AZ MK                           342 19 25.2
 EL0961:UTM  14      -  MONUMENT AZ MK                           341 45 41.0
 EL0961
 EL0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9990789287(NAD 83)
 EL0961
 EL0961|---------------------------------------------------------------------|
 EL0961| PID    Reference Object                     Distance      Geod. Az  |
 EL0961|                                                           dddmmss.s |
 EL0961| CY2595 MONUMENT RM 2                        34.775 METERS 19214     |
 EL0961| CY2596 MONUMENT RM 3                        25.274 METERS 23946     |
 EL0961| EL0966 COMANCHE MUNICIPAL TANK             APPROX.14.7 KM 3412037.8 |
 EL0961| CY2593 MONUMENT AZ MK                                     3422218.7 |
 EL0961| CY2594 MONUMENT RM                         180.760 METERS 35604     |
 EL0961|---------------------------------------------------------------------|
 EL0961
 EL0961                          SUPERSEDED SURVEY CONTROL
 EL0961
 EL0961  NAD 83(1986)-  34 14 23.60693(N)    097 54 54.36570(W) AD(       ) 1
 EL0961  NAD 27      -  34 14 23.27800(N)    097 54 53.24400(W) AD(       ) 1
 EL0961  USSD        -  34 14 23.20400(N)    097 54 53.65400(W) AD(       ) 3
 EL0961  NGVD 29             330.01   (m)         1082.7    (f) LEVELING    3  
 EL0961
 EL0961.Superseded values are not recommended for survey control.
 EL0961
 EL0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0961.See file dsdata.pdf to determine how the superseded data were derived.
 EL0961
 EL0961_MARKER: DS = TRIANGULATION STATION DISK
 EL0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0961_STAMPING: MONUMENT 1902 1923
 EL0961_MARK LOGO: CGS
 EL0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0961+STABILITY: SURFACE MOTION
 EL0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0961+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EL0961
 EL0961  HISTORY     - Date     Condition        Report By
 EL0961  HISTORY     - 1935     MONUMENTED       CGS
 EL0961  HISTORY     - 1936     GOOD             CGS
 EL0961  HISTORY     - 1937     GOOD             OKDH
 EL0961  HISTORY     - 1947     GOOD             CGS
 EL0961  HISTORY     - 1948     GOOD             CGS
 EL0961  HISTORY     - 1963     GOOD             CGS
 EL0961  HISTORY     - 1968     GOOD             CGS
 EL0961  HISTORY     - 1973     GOOD             OKDH
 EL0961  HISTORY     - 1978     GOOD             DMA
 EL0961  HISTORY     - 1986     GOOD
 EL0961
 EL0961                          STATION DESCRIPTION
 EL0961
 EL0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL0961'STATION SURFACE MARK TABLET WAS NOT FOUND AND THE CONCRETE PIER
 EL0961'WAS BADLY BATTERED AND OUT OF ORIGINAL POSITION.  THE ORIGINAL
 EL0961'UNDERGROUND MARK, A NAIL IN A TERRA-COTTA PIPE, WAS RECOVERED
 EL0961'IN GOOD CONDITION.  STATION ON MONUMENT HILL ABOUT 3 MILES E
 EL0961'OF ADDINGTON ON PROPERTY OWNED BY MR. HENRY PRICE, WHOSE
 EL0961'CONSENT WAS GIVEN FOR CONTINUED USE OF STATION SITE.  THE FENCE
 EL0961'MENTIONED IN THE DESCRIPTION HAS BEEN REMOVED.  IN 1935, THE
 EL0961'SURFACE MARK PIER WAS RESET OVER THE ORIGINAL UNDERGROUND
 EL0961'MARK AND RE-INFORCED WITH CONCRETE TO A 17- BY 17-INCH MASS.
 EL0961'THE TOP WAS ABOUT AT GROUND SURFACE.  A STANDARD STATION
 EL0961'TABLET, WAS SET DIRECTLY OVER UNDERGROUND MARK.
 EL0961'
 EL0961'TO REACH THIS STATION, GO TO ADDINGTON, OKLAHOMA, BY HIGHWAY
 EL0961'81.  FROM THE N SIDE OF VILLAGE, AT PHILLIPS 66 FILLING
 EL0961'STATION, TAKE DIRT ROAD AND GO E FOR 3 MILES, PASSING BRICK
 EL0961'SCHOOL AND OIL TANKS ON RIGHT, TO JUNCTION WITH A N-S SECTION
 EL0961'LINE ROAD.  TURN RIGHT HERE, GO S AND SW ACROSS LARGE PASTURE
 EL0961'ABOUT 1/2 MILE TO STATION SITE ON HIGHEST PART OF RIDGE.
 EL0961'
 EL0961'REFERENCE MARK NO. 1, 1902, WAS RECOVERED IN GOOD CONDITION,
 EL0961'AS DESCRIBED, EXCEPT FENCE REFERRED TO IN THE ORIGINAL DESCRIPTION
 EL0961'HAS BEEN REMOVED.  THIS MARK, A NAIL IN A CONCRETE FILLED
 EL0961'TERRA-COTTA TILE, AT GROUND SURFACE, IS JUST SE OF A LOW PLACE IN
 EL0961'PASTURE DISTANT 180.76 METERS (593.0 FEET) FROM STATION
 EL0961'N 3 DEG 56 MIN 17 SEC W.
 EL0961'
 EL0961'REFERENCE MARK NO. 2, 1935, A STANDARD BRONZE DISK SET IN A DRILL
 EL0961'HOLE IN SOLID ROCK OUTCROP IS 34.81 METERS (114.18 FEET) DISTANT
 EL0961'FROM STATION S 12 DEG 13 MIN 19 SEC W.
 EL0961'
 EL0961'DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 3,
 EL0961'25.74 METERS (84.42 FEET), N 34 DEG 13 MIN 30 SEC W.
 EL0961'
 EL0961'DISTANCE FROM REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 1,
 EL0961'214.2 METERS (COMPUTED), N 1 DEG 19 MIN 45 SEC W.
 EL0961'
 EL0961'REFERENCE MARK NO. 3, 1935, IS A STANDARD BRONZE DISK SET IN A
 EL0961'DRILL HOLE IN SOLID ROCK OUTCROP 25.275 METERS (82.92 FEET)
 EL0961'FROM STATION S 59 DEG 45 MIN 51 SEC W.
 EL0961'
 EL0961'DISTANCE FROM REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 1,
 EL0961'193.2 METERS (COMPUTED), N 2 DEG 47 MIN 45 SEC E.
 EL0961'
 EL0961'MOST NORTHERLY TANK WITH SILVER TOP AT WAURIKA IS IN AZIMUTH N
 EL0961'42 DEG 10 MIN 00 SEC W.
 EL0961'
 EL0961'WATER TANK ON HORIZON TO WEST HASTINGS IS IN AZIMUTH S 86 DEG
 EL0961'58 MIN 55.3 SEC W.
 EL0961'
 EL0961'CITY WATER TANK 1923 IS 11.112 MILES DISTANT IN AZIMUTH
 EL0961'W 86 DEG 59 MIN 44.5 SEC W.
 EL0961'
 EL0961'THE NE CORNER OF SECTION 2, T 4 S, R 7 W, 679.67 METERS
 EL0961'(2229.9 FEET) IN AZIMUTH FROM STATION N 21 DEG 17 MIN 05 SEC E,
 EL0961'WAS NOT RECOVERED, BUT MAY BE COVERED UP BY ROAD GRADE.
 EL0961
 EL0961                          STATION RECOVERY (1936)
 EL0961
 EL0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EL0961'STATION WAS RECOVERED.  A STANDARD TABLET SET IN CONCRETE ON
 EL0961'THE HIGHEST POINT OF MONUMENT HILL, ABOUT 3.0 MILES DUE E
 EL0961'OF ADDINGTON.
 EL0961'
 EL0961'REFERENCE MARKS ARE STANDARD TABLETS SET IN OUTCROP ROCK AS
 EL0961'FOLLOWS--
 EL0961'
 EL0961'REFERENCE MARK NO. 2 34.86 METERS, 114.37 FEET, SSW IN BEDROCK,
 EL0961'S 0 DEG W MAGNETIC, 1902.
 EL0961'
 EL0961'REFERENCE MARK NO. 3 25.29 METERS, 82.975 FEET, WSW, S 48 DEG W
 EL0961'MAGNETIC, 1902.
 EL0961'
 EL0961'NO REFERENCE MARK NO. 1 WAS FOUND.
 EL0961'
 EL0961'REFERENCE MARK NO. 2 IS ON THE HIGHEST POINT OF THE HILL.
 EL0961'STATION IS ON A GRASSY FLAT WHICH IS ABOUT 4 FEET LOWER.
 EL0961'
 EL0961'TO REACH FROM ADDINGTON, GO E ON A DIRT GRADED ROAD FROM A SMALL
 EL0961'BLACKSMITH SHOP AT THE N SIDE OF TOWN, PASSING A NEW SCHOOLHOUSE
 EL0961'ON THE HILL, 3.0 MILES TO THE TOP OF THE HILL.  TURN RIGHT OFF
 EL0961'THE GRADED ROAD, PASS THROUGH A GATE AND GO S ON A TRACK ROAD
 EL0961'FOR 0.4 MILE.  THEN TURN RIGHT OFF THE ROAD AND GO W CROSS
 EL0961'COUNTRY FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL AND
 EL0961'STATION.
 EL0961
 EL0961                          STATION RECOVERY (1937)
 EL0961
 EL0961'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EL0961'DESCRIPTION APPEARS TO BE WRONG IN REGARDS TO SECTION.  IT
 EL0961'SHOULD BE SECTION 3.
 EL0961'
 EL0961'STATION WAS REACHED BY GOING 3.05 MILES E FROM U.S. HIGHWAY
 EL0961'81 TO GATE AT NE CORNER SECTION 3, THEN S 0.35 MILE AND W 0.15
 EL0961'MILE TO MONUMENT.
 EL0961
 EL0961                          STATION RECOVERY (1947)
 EL0961
 EL0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 EL0961'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 EL0961'ADDITIONAL DETAILS ARE REQUIRED.
 EL0961
 EL0961                          STATION RECOVERY (1948)
 EL0961
 EL0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0961'THE STATION AND REFERENCE MARKS, NUMBER 2 AND 3 WERE RECOVERED
 EL0961'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 EL0961'1 WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 EL0961'A COMPLETE DESCRIPTION FOLLOWS--
 EL0961'
 EL0961'THE STATION IS LOCATED ABOUT 3 MILES EAST OF THE VILLAGE OF
 EL0961'ADDINGTON AND IS ON THE SUMMIT OF MONUMENT HILL.  IT IS 115 FEET
 EL0961'NORTH AND 4.8 FEET LOWER THAN THE HIGHEST ROCK ON THE HILL.
 EL0961'THE DISK IS STAMPED MONUMENT 1902 1923 AND PROJECTS 2 INCHES.
 EL0961'
 EL0961'REFERENCE MARK NO. 2 IS STAMPED MONUMENT R.M. 2 1902 AND IS SET
 EL0961'FLUSH.
 EL0961'
 EL0961'REFERENCE MARK NO. 3 IS STAMPED MONUMENT R.M. 3 1902 AND IS
 EL0961'SET FLUSH.
 EL0961'
 EL0961'THE AZIMUTH MARK IS LOCATED 0.5 MILE NORTH-NORTHWEST OF THE
 EL0961'STATION.  SET ON TOP OF AND IN THE CENTER OF THE SOUTH HEAD-WALL
 EL0961'OF A CONCRETE CULVERT.  THE DISK IS STAMPED MONUMENT 1948 AND
 EL0961'IS SET FLUSH.
 EL0961'
 EL0961'TO REACH THE STATION FROM U.S. HIGHWAY 81 AT THE NORTH EDGE OF
 EL0961'ADDINGTON, GO EAST ON A DIRT ROAD, PASSING A RED BRICK SCHOOL,
 EL0961'FOR 2.85 MILES TO THE CONCRETE CULVERT AND THE AZIMUTH MARK,
 EL0961'CONTINUE EAST FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT, TURN
 EL0961'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.45 MILE.
 EL0961'THENCE TURN RIGHT ACROSS COUNTRY FOR 0.1 MILE TO THE TOP OF
 EL0961'RIDGE AND THE STATION AS DESCRIBED.
 EL0961'
 EL0961'FOUR FOOT SIGNALS AT HASTINGS 1923, COMANCHE, AND 47 FOOT
 EL0961'SIGNALS AT ADDINGTON, DUNCAN 1902 AND ARBUCKLE VELMA USGS 1902
 EL0961'ARE VISIBLE AT 4 FEET.
 EL0961
 EL0961                          STATION RECOVERY (1963)
 EL0961
 EL0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0961'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED IN
 EL0961'THE 1948 DESCRIPTION AND FOUND IN GOOD CONDITION.
 EL0961'
 EL0961'THE 1948 DESCRIPTION TO REACH IS ADEQUATE, ONLY CHANGE A CATTLE
 EL0961'GUARD HAS BEEN BUILT AT GATE 0.3 MILE EAST OF AZIMUTH MARK.
 EL0961
 EL0961                          STATION RECOVERY (1968)
 EL0961
 EL0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0961'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND AZIMUTH
 EL0961'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 EL0961'IN THE MEASUREMENT FROM THE STATION TO REFERENCE MARK 3 WAS
 EL0961'FOUND.  DUE TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 EL0961'
 EL0961'TO REACH THE STATION FROM THE POST OFFICE IN ADDINGTON, GO NORTH
 EL0961'ON U.S. HIGHWAY 81 FOR 0.15 MILE TO A PAVED ROAD RIGHT.  TURN
 EL0961'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.6 MILE TO END OF
 EL0961'PAVEMENT.  CONTINUE EAST ON GRADED ROAD FOR 2.1 MILES TO AZIMUTH
 EL0961'MARK ON THE RIGHT.  CONTINUE EAST ON GRADED ROAD FOR 0.25 MILE
 EL0961'TO A WIRE GATE AND CATTLE GUARD ON RIGHT.  TURN RIGHT PASS
 EL0961'THROUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.4 MILE.
 EL0961'TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO STATION.
 EL0961'
 EL0961'THE STATION IS ABOUT 3 MILES EAST OF SMALL VILLAGE OF ADDINGTON
 EL0961'AND ON THE SUMMIT OF MONUMENT HILL.  IT IS A STANDARD DISK
 EL0961'STAMPED, MONUMENT 1902 1923, SET IN THE TOP OF A 12 INCH SQUARE
 EL0961'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 116 FEET NORTH
 EL0961'OF THE SOUTH RIM OF THE HILL.
 EL0961'
 EL0961'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONUMENT NO 2 1902,
 EL0961'SET IN A DRILLED HOLE IN A 4X9 FEET ROCK OUTCROP THAT PROJECTS
 EL0961'ABOUT 12 INCHES.  IT IS ON THE SOUTH RIM OF THE HILL.
 EL0961'
 EL0961'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MONUMENT NO 3 1902,
 EL0961'SET IN A DRILLED HOLE IN A ROCK OUTCROP THAT PROJECTS 6
 EL0961'INCHES.  IT IS ON THE SOUTH RIM OF THE HILL.
 EL0961'
 EL0961'AZIMUTH MARK IS A STANDARD DISK, STAMPED MONUMENT 1948, SET IN
 EL0961'A DRILLED HOLE IN A CONCRETE CULVERT.  IT IS 14 FEET SOUTH OF
 EL0961'THE CENTERLINE OF A GRADED ROAD AND 18.2 FEET NORTH OF AN
 EL0961'EAST-WEST FENCE LINE AND A METAL WITNESS POST WITH A SIGN
 EL0961'ATTACHED.
 EL0961
 EL0961                          STATION RECOVERY (1973)
 EL0961
 EL0961'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1973 (BEG)
 EL0961'MONUMENT, 1902, 1923 MONUMENT WAS RECOVERED IN GOOD CONDITION.
 EL0961'
 EL0961'WITNESS POST WAS SET 5 FT NORTH OF MONUMENT WITH U.S.C. AND
 EL0961'G.S. SIGN ATTACHED.
 EL0961
 EL0961                          STATION RECOVERY (1978)
 EL0961
 EL0961'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 EL0961'MONUMENT RECOVERED GOOD.
 EL0961'
 EL0961'NO. 1, NO. 2 RECOVERED GOOD.
 EL0961'
 EL0961'LAND OWNED BY PRICE CATTLE CO., ADDINGTON, OK.
 EL0961'
 EL0961'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST OF ADDINGTON.
 EL0961
 EL0961                          STATION RECOVERY (1986)
 EL0961
 EL0961'RECOVERED 1986
 EL0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1337 ***********************************************************************
 GL1337  DESIGNATION -  MOONEY
 GL1337  PID         -  GL1337
 GL1337  STATE/COUNTY-  OK/CIMARRON
 GL1337  COUNTRY     -  US
 GL1337  USGS QUAD   -  GRIGGS SW (2018)
 GL1337
 GL1337                         *CURRENT SURVEY CONTROL
 GL1337  ______________________________________________________________________
 GL1337* NAD 83(1997) POSITION- 36 35 03.94328(N) 102 13 36.20951(W)   ADJUSTED
 GL1337* NAVD 88 ORTHO HEIGHT -  1193.4   (meters)     3915.    (feet) VERTCON3
 GL1337  ______________________________________________________________________
 GL1337  GEOID HEIGHT    -        -24.593 (meters)                     GEOID18
 GL1337  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC18
 GL1337  HORZ ORDER      -  FIRST
 GL1337
 GL1337.The horizontal coordinates were established by classical geodetic methods
 GL1337.and adjusted by the National Geodetic Survey in October 1998.
 GL1337
 GL1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1337
 GL1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1337.GEOID18 height accuracy estimate available here.
 GL1337
 GL1337.Click photographs - Photos may exist for this station.
 GL1337
 GL1337.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1337
 GL1337. The following values were computed from the NAD 83(1997) position.
 GL1337
 GL1337;                    North         East     Units Scale Factor Converg.
 GL1337;SPC OK N     -   184,032.683   221,864.723   MT  0.99997182   -2 29 39.8
 GL1337;SPC OK N     -   603,780.56    727,901.18   sFT  0.99997182   -2 29 39.8
 GL1337;SPC TX N     - 1,286,970.380   134,955.570   MT  1.00011825   -0 25 16.2
 GL1337;SPC TX N     - 4,222,335.32    442,766.73   sFT  1.00011825   -0 25 16.2
 GL1337;UTM  13      - 4,052,353.850   748,119.783   MT  1.00035854   +1 39 13.4
 GL1337
 GL1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1337!SPC OK N     -   0.99981661  x   0.99997182  =   0.99978843
 GL1337!SPC TX N     -   0.99981661  x   1.00011825  =   0.99993483
 GL1337!UTM  13      -   0.99981661  x   1.00035854  =   1.00017508
 GL1337
 GL1337:                Primary Azimuth Mark                     Grid Az
 GL1337:SPC OK N     -  BOISE CITY CIMARRON UTIL CO TK           304 33 34.4
 GL1337:SPC TX N     -  BOISE CITY CIMARRON UTIL CO TK           302 29 10.8
 GL1337:UTM  13      -  BOISE CITY CIMARRON UTIL CO TK           300 24 41.2
 GL1337
 GL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4811952353(NAD 83)
 GL1337
 GL1337|---------------------------------------------------------------------|
 GL1337| PID    Reference Object                     Distance      Geod. Az  |
 GL1337|                                                           dddmmss.s |
 GL1337| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.31.0 KM 1532131.0 |
 GL1337| CM9138 SE GABLE OF ELEVATOR                               1864332.0 |
 GL1337| CM9568 MOONEY RM 1                          22.092 METERS 22156     |
 GL1337| GL1414 BOISE CITY CIMARRON UTIL CO TK      APPROX.30.3 KM 3020354.6 |
 GL1337| CM9569 MOONEY RM 2                                        33918     |
 GL1337|---------------------------------------------------------------------|
 GL1337
 GL1337                          SUPERSEDED SURVEY CONTROL
 GL1337
 GL1337  NAD 83(1993)-  36 35 03.94326(N)    102 13 36.20961(W) AD(       ) 1
 GL1337  NAD 83(1986)-  36 35 03.95627(N)    102 13 36.19861(W) AD(       ) 1
 GL1337  NAD 27      -  36 35 03.86700(N)    102 13 34.57000(W) AD(       ) 1
 GL1337  NGVD 29 (07/19/86) 1192.9    (m)         3914.     (f) VERT ANG       
 GL1337
 GL1337.Superseded values are not recommended for survey control.
 GL1337
 GL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1337.See file dsdata.pdf to determine how the superseded data were derived.
 GL1337
 GL1337_MARKER: DS = TRIANGULATION STATION DISK
 GL1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1337_STAMPING: MOONEY 1931
 GL1337_MARK LOGO: CGS
 GL1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1337+STABILITY: SURFACE MOTION
 GL1337
 GL1337  HISTORY     - Date     Condition        Report By
 GL1337  HISTORY     - 1931     MONUMENTED       CGS
 GL1337
 GL1337                          STATION DESCRIPTION
 GL1337
 GL1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1337'STATION IS ABOUT 19 MILES (AIR LINE) SE BY E OF BOISE
 GL1337'CITY, ABOUT 6 MILES (AIR LINE) N OF KERRICK, IN THE NW 1/4
 GL1337'SEC. 5, T 1 N, R 8 E.
 GL1337'
 GL1337'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GL1337'IN CONCRETE.  NO UNDERGROUND MARK SET.
 GL1337'
 GL1337'REFERENCE MARK NO. 1 PROJECTS ABOUT 12 INCHES ABOVE GROUND,
 GL1337'AND IS 72.48 FEET FROM THE STATION, S 41 DEG 56 MIN W.
 GL1337'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES ABOVE GROUND,
 GL1337'IS 54.2 FEET SW OF SW CORNER OF HOUSE, 1.2 FEET W OF FENCE
 GL1337'LINE, AND APPROXIMATELY 0.5 MILE FROM STATION, N 20 DEG 42 MIN W.
 GL1337'
 GL1337'BEARINGS FROM THE STATION ARE--STRATFORD, WEST TEXAS
 GL1337'UTILITIES COMPANY, WATER TANK, S 26 DEG 38 MIN E.  ELEVATOR,
 GL1337'SE GABLE, APPROXIMATELY 6 MILES SE OF STATION ROGERS, S 6 DEG 44 MIN
 GL1337'W.  BOISE CITY, CIMARRON UTILITIES COMPANY, TANK IS N 57 DEG 56 MIN W.
 GL1337'
 GL1337'STATION IS REACHED FROM GRIGGS POST OFFICE (ABOUT 20 MILES
 GL1337'WNW OF TEXHOMA) BY GOING W 6.0 MILES, S 1.0 MILE ALONG SECTION
 GL1337'LINE FENCE, THEN SE 0.3 MILE TO STATION ON HIGH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1224 ***********************************************************************
 FJ1224  DESIGNATION -  MOORE
 FJ1224  PID         -  FJ1224
 FJ1224  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1224  COUNTRY     -  US
 FJ1224  USGS QUAD   -  BROOKSVILLE (2018)
 FJ1224
 FJ1224                         *CURRENT SURVEY CONTROL
 FJ1224  ______________________________________________________________________
 FJ1224* NAD 83(1993) POSITION- 35 10 02.34296(N) 096 52 42.90406(W)   ADJUSTED
 FJ1224* NAVD 88 ORTHO HEIGHT -   329.67  (+/-2cm)     1081.6   (feet) VERTCON3
 FJ1224  ______________________________________________________________________
 FJ1224  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 FJ1224  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 FJ1224  HORZ ORDER      -  SECOND
 FJ1224  VERT ORDER      -  THIRD ? (See Below)
 FJ1224
 FJ1224.The horizontal coordinates were established by classical geodetic methods
 FJ1224.and adjusted by the National Geodetic Survey in November 1994.
 FJ1224
 FJ1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1224
 FJ1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1224.GEOID18 height accuracy estimate available here.
 FJ1224
 FJ1224.The vertical order pertains to the NGVD 29 superseded value.
 FJ1224
 FJ1224.Click photographs - Photos may exist for this station.
 FJ1224
 FJ1224.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1224
 FJ1224. The following values were computed from the NAD 83(1993) position.
 FJ1224
 FJ1224;                    North         East     Units Scale Factor Converg.
 FJ1224;SPC OK S     -   204,004.767   702,159.783   MT  0.99998762   +0 38 11.5
 FJ1224;SPC OK S     -   669,305.64  2,303,669.22   sFT  0.99998762   +0 38 11.5
 FJ1224;UTM  14      - 3,893,658.826   693,202.782   MT  1.00006005   +1 13 20.1
 FJ1224
 FJ1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1224!SPC OK S     -   0.99995247  x   0.99998762  =   0.99994009
 FJ1224!UTM  14      -   0.99995247  x   1.00006005  =   1.00001252
 FJ1224
 FJ1224:                Primary Azimuth Mark                     Grid Az
 FJ1224:SPC OK S     -  MOORE AZ MK                              251 39 36.2
 FJ1224:UTM  14      -  MOORE AZ MK                              251 04 27.6
 FJ1224
 FJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9320293658(NAD 83)
 FJ1224
 FJ1224|---------------------------------------------------------------------|
 FJ1224| PID    Reference Object                     Distance      Geod. Az  |
 FJ1224|                                                           dddmmss.s |
 FJ1224| CI2556 MOORE RM 1                           23.177 METERS 21718     |
 FJ1224| CI2555 MOORE AZ MK                                        2521747.7 |
 FJ1224| CI2557 MOORE RM 2                           29.651 METERS 29945     |
 FJ1224| FJ1223 TECUMSEH GIRLS TOWN TANK            APPROX.10.8 KM 3263342.5 |
 FJ1224| FJ1235 TECUMSEH SINCLAIR PIPE MAST         APPROX.13.9 KM 3321237.8 |
 FJ1224| FJ1240 TECUMSEH MUNICIPAL TANK             APPROX.11.6 KM 3331400.0 |
 FJ1224|---------------------------------------------------------------------|
 FJ1224
 FJ1224                          SUPERSEDED SURVEY CONTROL
 FJ1224
 FJ1224  NAD 83(1986)-  35 10 02.34715(N)    096 52 42.88729(W) AD(       ) 2
 FJ1224  NAD 27      -  35 10 02.07775(N)    096 52 41.81255(W) AD(       ) 2
 FJ1224  NGVD 29             329.59   (m)         1081.3    (f) LEVELING    3  
 FJ1224
 FJ1224.Superseded values are not recommended for survey control.
 FJ1224
 FJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1224.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1224
 FJ1224_MARKER: DS = TRIANGULATION STATION DISK
 FJ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1224_STAMPING: MOORE 1957
 FJ1224_MARK LOGO: CGS
 FJ1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1224+STABILITY: SURFACE MOTION
 FJ1224
 FJ1224  HISTORY     - Date     Condition        Report By
 FJ1224  HISTORY     - 1957     MONUMENTED       CGS
 FJ1224  HISTORY     - 1969     GOOD             CGS
 FJ1224
 FJ1224                          STATION DESCRIPTION
 FJ1224
 FJ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1224'STATION IS ABOUT 7 MILES SOUTHEAST OF TECUMSEH, IN SECTION
 FJ1224'15, T 8 N., R 4 E., ON THE GROUNDS OWNED BY THE FAIRVIEW
 FJ1224'CHURCH OF GOD, MR. ANTONE PETERS IS PASTOR OF THE CHURCH.
 FJ1224'
 FJ1224'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 9 AND 18 IN
 FJ1224'THE NORTH EDGE OF TECUMSEH, GO SOUTH THROUGH TOWN ON STATE
 FJ1224'HIGHWAY 18 FOR 9.0 MILES TO THREE SERVICE STATIONS ON THE
 FJ1224'RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO A T-ROAD
 FJ1224'LEFT, TURN LEFT AND GO EAST FOR 2.2 MILES TO A FORK, TAKE
 FJ1224'RIGHT ROAD AND GO 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FJ1224'CONTINUE ON HIGHWAY FOR 0.3 MILE TO THE FAIRVIEW CHURCH ON
 FJ1224'THE RIGHT AND THE STATION.
 FJ1224'
 FJ1224'STATION MARKS ARE STANDARD DISKS, STAMPED MOORE 1957, SURFACE
 FJ1224'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1224'WHICH PROJECTS 2 INCHES.  IT IS 128 FEET EAST OF THE NORTHEAST
 FJ1224'CORNER OF THE CHURCH, 74 FEET SOUTH OF THE CENTER OF A DIRT
 FJ1224'ROAD, 53 FEET SOUTH OF A POWERLINE POLE, 38 FEET NORTHEAST
 FJ1224'OF A TRANSFORMER POLE AND 36 FEET SOUTHEAST OF AN 18 INCH
 FJ1224'OAK TREE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 FJ1224'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 FJ1224'
 FJ1224'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOORE NO 1 1957,
 FJ1224'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1224'PROJECTS 2 INCHES.  IT IS 91 FEET SOUTHEAST OF THE SOUTHEAST
 FJ1224'CORNER OF THE CHURCH AND 54 FEET SOUTH OF THE TRANSFORMER
 FJ1224'POLE.
 FJ1224'
 FJ1224'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOORE NO 2 1957,
 FJ1224'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1224'PROJECTS 2 INCHES.  IT IS 62 FEET NORTHWEST OF A 18 INCH
 FJ1224'OAK TREE, 57 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FJ1224'CHURCH, 37 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT
 FJ1224'EAST OF THE TRANSFORMER POLE.
 FJ1224'
 FJ1224'AZIMUTH MARK IS A STANDARD DISK, STAMPED MOORE 1957, SET
 FJ1224'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1224'5 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 FJ1224'15 FEET EAST OF THE CENTER OF A FARM ENTRANCE DRIVE, 4 FEET
 FJ1224'EAST OF A FENCE CORNER AND 3 FEET NORTH OF A POWERLINE POLE.
 FJ1224'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE
 FJ1224'MARK.
 FJ1224'
 FJ1224'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1224
 FJ1224                          STATION RECOVERY (1969)
 FJ1224
 FJ1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1224'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 FJ1224'DESCRIBED.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 FJ1224'
 FJ1224'STATION WAS REACHED BY SCALING FROM AMS MAP NI 14-3 AFTER PLOTTING
 FJ1224'FROM CO-ORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0880 ***********************************************************************
 GG0880  DESIGNATION -  MOORE
 GG0880  PID         -  GG0880
 GG0880  STATE/COUNTY-  OK/NOWATA
 GG0880  COUNTRY     -  US
 GG0880  USGS QUAD   -  BLUE MOUND (2018)
 GG0880
 GG0880                         *CURRENT SURVEY CONTROL
 GG0880  ______________________________________________________________________
 GG0880* NAD 83(1997) POSITION- 36 48 46.92415(N) 095 45 42.65983(W)   ADJUSTED
 GG0880* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 GG0880  ______________________________________________________________________
 GG0880  GEOID HEIGHT    -        -29.410 (meters)                     GEOID18
 GG0880  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 GG0880  HORZ ORDER      -  SECOND
 GG0880
 GG0880.The horizontal coordinates were established by classical geodetic methods
 GG0880.and adjusted by the National Geodetic Survey in October 1998.
 GG0880
 GG0880.The orthometric height was scaled from a topographic map.
 GG0880
 GG0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0880.GEOID18 height accuracy estimate available here.
 GG0880
 GG0880.Click photographs - Photos may exist for this station.
 GG0880
 GG0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0880
 GG0880. The following values were computed from the NAD 83(1997) position.
 GG0880
 GG0880;                    North         East     Units Scale Factor Converg.
 GG0880;SPC OK N     -   203,470.681   799,692.262   MT  1.00000879   +1 19 15.0
 GG0880;SPC OK N     -   667,553.39  2,623,657.03   sFT  1.00000879   +1 19 15.0
 GG0880;UTM  15      - 4,077,691.578   253,633.954   MT  1.00034782   -1 39 20.7
 GG0880
 GG0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0880!SPC OK N     -   0.99996160  x   1.00000879  =   0.99997038
 GG0880!UTM  15      -   0.99996160  x   1.00034782  =   1.00030940
 GG0880
 GG0880:                Primary Azimuth Mark                     Grid Az
 GG0880:SPC OK N     -  CALIFORNIA 2                             177 41 24.1
 GG0880:UTM  15      -  CALIFORNIA 2                             180 39 59.8
 GG0880
 GG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5363377691(NAD 83)
 GG0880
 GG0880|---------------------------------------------------------------------|
 GG0880| PID    Reference Object                     Distance      Geod. Az  |
 GG0880|                                                           dddmmss.s |
 GG0880| CI2553 MOORE RM 1                           12.374 METERS 07417     |
 GG0880| GG0854 DELAWARE MUN OPEN TOP TANK          APPROX.11.4 KM 1074850.7 |
 GG0880| GG0865 NOWATA MUNICIPAL TANK               APPROX.16.3 KM 1381512.0 |
 GG0880| GG0881 CALIFORNIA 2                        APPROX. 2.0 KM 1790039.1 |
 GG0880| CI2554 MOORE RM 2                           31.450 METERS 18347     |
 GG0880| GG0877 BARTLESVILLE WATER TANK             APPROX.21.6 KM 2472418.1 |
 GG0880| GG0876 BARTLESVILLE CONCRETE STACK         APPROX.22.8 KM 2482715.7 |
 GG0880| GG0882 BARTLESVILLE PHILL PETROL BLDG      APPROX.20.6 KM 2501905.1 |
 GG0880| GH0883 BARTLESVILLE PHI PETROL AWY BN      APPROX.22.4 KM 2532429.0 |
 GG0880|---------------------------------------------------------------------|
 GG0880
 GG0880                          SUPERSEDED SURVEY CONTROL
 GG0880
 GG0880  NAD 83(1993)-  36 48 46.92655(N)    095 45 42.66059(W) AD(       ) 2
 GG0880  NAD 83(1986)-  36 48 46.94748(N)    095 45 42.63987(W) AD(       ) 2
 GG0880  NAD 27      -  36 48 46.63600(N)    095 45 41.70800(W) AD(       ) 2
 GG0880
 GG0880.Superseded values are not recommended for survey control.
 GG0880
 GG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0880.See file dsdata.pdf to determine how the superseded data were derived.
 GG0880
 GG0880_MARKER: DS = TRIANGULATION STATION DISK
 GG0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0880_STAMPING: MOORE 1934
 GG0880_MARK LOGO: CGS
 GG0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0880+STABILITY: SURFACE MOTION
 GG0880
 GG0880  HISTORY     - Date     Condition        Report By
 GG0880  HISTORY     - 1934     MONUMENTED       CGS
 GG0880
 GG0880                          STATION DESCRIPTION
 GG0880
 GG0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0880'STATION IS LOCATED ABOUT 9 MILES S AND W OF LENAPAH, IN
 GG0880'NE 1/4 OF SEC. 24, T 27 N, R 14 E, IN ROCKY PASTURE LAND
 GG0880'OWNED BY W.S. MOORE OF DEWEY.  IT IS ABOUT 100 FEET W OF E
 GG0880'EDGE OF SLOPE.
 GG0880'
 GG0880'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 GG0880'IN CONCRETE.
 GG0880'SURFACE MARK PROJECTS 14 INCHES ABOVE GROUND.
 GG0880'
 GG0880'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 GG0880'IN OUTCROPPING BEDROCK.
 GG0880'
 GG0880'U.S.G.S. CALIFORNIA 2 WAS USED AS THE AZIMUTH FOR THIS STATION,
 GG0880'AND MAY BE REACHED BY DRIVING SW ACROSS PASTURE LAND FOLLOWING
 GG0880'DIM WHEEL TRACKS 0.75 MILE TO GATE IN N-S FENCE LINE.  THIS
 GG0880'GATE IS ABOUT 50 YARDS S OF A TALL ROCK CAIRN MARKING FENCE
 GG0880'CORNER.  THENCE E THROUGH GATE AND SOUTHEASTERLY FOR 0.7
 GG0880'MILE TO GATE IN E-W FENCE LINE, WHICH IS NEAR AN OLD CISTERN.
 GG0880'GO S THROUGH THIS GATE AND CONTINUE PAST OLD SALT TROUGHS
 GG0880'BEARING GRADUALLY EASTWARD, FOLLOWING GROUND BREAK IN E
 GG0880'SLOPE OF TABLE FOR 0.6 MILE TO STATION.
 GG0880'
 GG0880'IT MAY ALSO BE REACHED DIRECTLY FROM DELAWARE BY FOLLOWING
 GG0880'DESCRIPTION OF RECONNAISSANCE PARTY, U.S.G.S. CALIFORNIA
 GG0880'2, WHICH WAS NOT CHECKED BY OBSERVING PARTY.
 GG0880'
 GG0880'STATION IS REACHED FROM LENAPAH BY GOING S ON STATE HIGHWAY
 GG0880'16 FOR 2.5 MILES TO DIRT ROAD LEADING W OVER RAILROAD TRACKS.
 GG0880'THENCE W 6.35 MILES TO POINT WHERE MAIN ROAD TURNS S, CONTINUE
 GG0880'W OVER CATTLE GUARD, FOLLOWING UNGRADED ROAD TO SUMMIT, THENCE
 GG0880'S ABOUT 200 FEET TO STATION.
 GG0880'
 GG0880'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1021 ***********************************************************************
 FJ1021  DESIGNATION -  MOORE RAD STA KOMA MAST
 FJ1021  PID         -  FJ1021
 FJ1021  STATE/COUNTY-  OK/CLEVELAND
 FJ1021  COUNTRY     -  US
 FJ1021  USGS QUAD   -  OKLAHOMA CITY SE (2018)
 FJ1021
 FJ1021                         *CURRENT SURVEY CONTROL
 FJ1021  ______________________________________________________________________
 FJ1021* NAD 83(1993) POSITION- 35 19 59.74207(N) 097 30 16.98265(W)   ADJUSTED
 FJ1021  ______________________________________________________________________
 FJ1021  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 FJ1021  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 FJ1021  HORZ ORDER      -  THIRD
 FJ1021
 FJ1021.The horizontal coordinates were established by classical geodetic methods
 FJ1021.and adjusted by the National Geodetic Survey in November 1994.
 FJ1021
 FJ1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1021.GEOID18 height accuracy estimate available here.
 FJ1021
 FJ1021.Click photographs - Photos may exist for this station.
 FJ1021
 FJ1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1021
 FJ1021. The following values were computed from the NAD 83(1993) position.
 FJ1021
 FJ1021;                    North         East     Units Scale Factor Converg.
 FJ1021;SPC OK S     -   221,958.532   645,030.139   MT  1.00002128   +0 16 52.1
 FJ1021;SPC OK S     -   728,208.95  2,116,236.38   sFT  1.00002128   +0 16 52.1
 FJ1021;UTM  14      - 3,911,027.221   635,896.638   MT  0.99982759   +0 51 53.6
 FJ1021
 FJ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3589611027(NAD 83)
 FJ1021
 FJ1021                          SUPERSEDED SURVEY CONTROL
 FJ1021
 FJ1021  NAD 83(1986)-  35 19 59.74846(N)    097 30 16.96666(W) AD(       ) 3
 FJ1021  NAD 27      -  35 19 59.52037(N)    097 30 15.83595(W) AD(       ) 3
 FJ1021
 FJ1021.Superseded values are not recommended for survey control.
 FJ1021
 FJ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1021.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1021
 FJ1021_MARKER: 42 = RADIO/TV MAST
 FJ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1021+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1021
 FJ1021  HISTORY     - Date     Condition        Report By
 FJ1021  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1021  HISTORY     - 1975     GOOD             NGS
 FJ1021  HISTORY     - 1977     GOOD             NGS
 FJ1021  HISTORY     - 20050528 GOOD             USPSQD
 FJ1021  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1021
 FJ1021                          STATION DESCRIPTION
 FJ1021
 FJ1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1021'THE STATION IS 1.0 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 FJ1021'77 AND STATE HIGHWAY 37 IN THE SOUTH EDGE OF MOORE, ABOUT
 FJ1021'9.0 MILES SOUTH OF OKLAHOMA CITY IN SECTION 3, T 10 N, R 3 E.
 FJ1021'IT IS THE CENTER ONE OF THREE VERTICAL SKELETON STEEL STRUCTURES
 FJ1021'327 FEET IN HEIGHT, PAINTED ALTERNATELY ORANGE AND WHITE.
 FJ1021'THE POINT INTERSECTED WAS THE RED PULSATING LIGHT AT THE
 FJ1021'TOP OF THE CENTER MAST.
 FJ1021
 FJ1021                          STATION RECOVERY (1975)
 FJ1021
 FJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 FJ1021'THE STATION WAS RECOVERED AS DESCRIBED.
 FJ1021'
 FJ1021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON SOUTH EDGE OF
 FJ1021'MOORE.
 FJ1021
 FJ1021                          STATION RECOVERY (1977)
 FJ1021
 FJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 FJ1021'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1021'
 FJ1021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTH EDGE
 FJ1021'OF MOORE.
 FJ1021
 FJ1021                          STATION RECOVERY (2005)
 FJ1021
 FJ1021'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1021'RECOVERED AS DESCRIBED.
 FJ1021
 FJ1021                          STATION RECOVERY (2009)
 FJ1021
 FJ1021'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0979 ***********************************************************************
 FJ0979  DESIGNATION -  MOORE RAD STA KTOK MAST
 FJ0979  PID         -  FJ0979
 FJ0979  STATE/COUNTY-  OK/CLEVELAND
 FJ0979  COUNTRY     -  US
 FJ0979  USGS QUAD   -  MOORE (2018)
 FJ0979
 FJ0979                         *CURRENT SURVEY CONTROL
 FJ0979  ______________________________________________________________________
 FJ0979* NAD 83(1993) POSITION- 35 21 29.54233(N) 097 27 49.21048(W)   ADJUSTED
 FJ0979  ______________________________________________________________________
 FJ0979  GEOID HEIGHT    -        -26.795 (meters)                     GEOID18
 FJ0979  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 FJ0979  HORZ ORDER      -  THIRD
 FJ0979
 FJ0979.The horizontal coordinates were established by classical geodetic methods
 FJ0979.and adjusted by the National Geodetic Survey in November 1994.
 FJ0979
 FJ0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0979.GEOID18 height accuracy estimate available here.
 FJ0979
 FJ0979.Click photographs - Photos may exist for this station.
 FJ0979
 FJ0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0979
 FJ0979. The following values were computed from the NAD 83(1993) position.
 FJ0979
 FJ0979;                    North         East     Units Scale Factor Converg.
 FJ0979;SPC OK S     -   224,745.147   648,747.389   MT  1.00002706   +0 18 15.9
 FJ0979;SPC OK S     -   737,351.37  2,128,432.06   sFT  1.00002706   +0 18 15.9
 FJ0979;UTM  14      - 3,913,851.060   639,584.577   MT  0.99984011   +0 53 21.1
 FJ0979
 FJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3958413851(NAD 83)
 FJ0979
 FJ0979                          SUPERSEDED SURVEY CONTROL
 FJ0979
 FJ0979  NAD 83(1986)-  35 21 29.54878(N)    097 27 49.19294(W) AD(       ) 3
 FJ0979  NAD 27      -  35 21 29.31910(N)    097 27 48.06261(W) AD(       ) 3
 FJ0979
 FJ0979.Superseded values are not recommended for survey control.
 FJ0979
 FJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0979.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0979
 FJ0979_MARKER: 42 = RADIO/TV MAST
 FJ0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0979+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 FJ0979
 FJ0979  HISTORY     - Date     Condition        Report By
 FJ0979  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0979  HISTORY     - 20050528 GOOD             USPSQD
 FJ0979  HISTORY     - 20090418 GOOD             GEOCAC
 FJ0979
 FJ0979                          STATION DESCRIPTION
 FJ0979
 FJ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0979'THE STATION LOCATED ABOUT 5.0 MILES SOUTH OF DEL CITY IN SECTION
 FJ0979'12, T 10 N, R 3 W.
 FJ0979'
 FJ0979'IT IS THE HIGHEST AND CENTER ONE OF FIVE VERTICAL SKELETON STEEL
 FJ0979'STRUCTURES 412 FEET IN HEIGHT, PAINTED ALTERNATELY ORANGE AND
 FJ0979'WHITE.  THE POINT INTERSECTED WAS THE RED PULSATING LIGHT
 FJ0979'AT THE TOP OF THE CENTER MAST.
 FJ0979
 FJ0979                          STATION RECOVERY (2005)
 FJ0979
 FJ0979'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0979'RECOVERED AS DESCRIBED.
 FJ0979
 FJ0979                          STATION RECOVERY (2009)
 FJ0979
 FJ0979'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0665 ***********************************************************************
 GJ0665  DESIGNATION -  MOORELAND
 GJ0665  PID         -  GJ0665
 GJ0665  STATE/COUNTY-  OK/WOODWARD
 GJ0665  COUNTRY     -  US
 GJ0665  USGS QUAD   -  MOORELAND (2018)
 GJ0665
 GJ0665                         *CURRENT SURVEY CONTROL
 GJ0665  ______________________________________________________________________
 GJ0665* NAD 83(1993) POSITION- 36 26 00.58683(N) 099 13 09.86375(W)   ADJUSTED
 GJ0665* NAVD 88 ORTHO HEIGHT -   581.86  (+/-2cm)     1909.0   (feet) VERTCON3
 GJ0665  ______________________________________________________________________
 GJ0665  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 GJ0665  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 GJ0665  HORZ ORDER      -  SECOND
 GJ0665  VERT ORDER      -  THIRD ? (See Below)
 GJ0665
 GJ0665.The horizontal coordinates were established by classical geodetic methods
 GJ0665.and adjusted by the National Geodetic Survey in November 1994.
 GJ0665
 GJ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0665
 GJ0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0665.GEOID18 height accuracy estimate available here.
 GJ0665
 GJ0665.The vertical order pertains to the NGVD 29 superseded value.
 GJ0665
 GJ0665.Click photographs - Photos may exist for this station.
 GJ0665
 GJ0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0665
 GJ0665. The following values were computed from the NAD 83(1993) position.
 GJ0665
 GJ0665;                    North         East     Units Scale Factor Converg.
 GJ0665;SPC OK N     -   159,738.766   490,666.340   MT  0.99995615   -0 43 10.7
 GJ0665;SPC OK N     -   524,076.27  1,609,794.48   sFT  0.99995615   -0 43 10.7
 GJ0665;UTM  14      - 4,032,053.640   480,334.180   MT  0.99960476   -0 07 49.1
 GJ0665
 GJ0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0665!SPC OK N     -   0.99991311  x   0.99995615  =   0.99986927
 GJ0665!UTM  14      -   0.99991311  x   0.99960476  =   0.99951791
 GJ0665
 GJ0665:                Primary Azimuth Mark                     Grid Az
 GJ0665:SPC OK N     -  MOORELAND AZ MK                          068 51 09.3
 GJ0665:UTM  14      -  MOORELAND AZ MK                          068 15 47.7
 GJ0665
 GJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8033432053(NAD 83)
 GJ0665
 GJ0665|---------------------------------------------------------------------|
 GJ0665| PID    Reference Object                     Distance      Geod. Az  |
 GJ0665|                                                           dddmmss.s |
 GJ0665| GJ0664 MOORELAND FARMERS CO OP ELEV        APPROX. 1.4 KM 0572652.5 |
 GJ0665| GJ0663 MOORELAND MUNICIPAL WATER TANK      APPROX. 1.6 KM 0594950.0 |
 GJ0665| CK9468 MOORELAND AZ MK                                    0680758.6 |
 GJ0665| CK9469 MOORELAND RM 1                       24.174 METERS 10751     |
 GJ0665| GJ0685 WOODWARD BUTCHER TRU VUE MAST       APPROX.15.8 KM 2665009.1 |
 GJ0665| GJ0666 MOORELAND WEST ELEC PWR TK          APPROX. 0.8 KM 3074639.2 |
 GJ0665| CK9470 MOORELAND RM 2                       19.130 METERS 34917     |
 GJ0665|---------------------------------------------------------------------|
 GJ0665
 GJ0665                          SUPERSEDED SURVEY CONTROL
 GJ0665
 GJ0665  NAD 83(1986)-  36 26 00.59152(N)    099 13 09.85125(W) AD(       ) 2
 GJ0665  NAD 27      -  36 26 00.46057(N)    099 13 08.47890(W) AD(       ) 2
 GJ0665  NGVD 29             581.62   (m)         1908.2    (f) LEVELING    3  
 GJ0665
 GJ0665.Superseded values are not recommended for survey control.
 GJ0665
 GJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0665.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0665
 GJ0665_MARKER: DS = TRIANGULATION STATION DISK
 GJ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0665_STAMPING: MOORELAND 1963
 GJ0665_MARK LOGO: CGS
 GJ0665_PROJECTION: FLUSH
 GJ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0665+STABILITY: SURFACE MOTION
 GJ0665
 GJ0665  HISTORY     - Date     Condition        Report By
 GJ0665  HISTORY     - 1963     MONUMENTED       CGS
 GJ0665
 GJ0665                          STATION DESCRIPTION
 GJ0665
 GJ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0665'THE STATION IS ON A SANDY KNOLL, IN PASTURE LAND, ON PROPERTY OF
 GJ0665'MR. VELON SWIGART WHO LIVES 0.55 MILE EAST OF THE STATION.  IT IS
 GJ0665'ABOUT 1 MILE SOUTHWEST OF MOORELAND AND 0.15 MILE SOUTH OF STATE
 GJ0665'HIGHWAY 15.
 GJ0665'
 GJ0665'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND, GO SOUTH ON
 GJ0665'STATE HIGHWAY 50 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 GJ0665'15.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 15 FOR 0.6 MILE TO A
 GJ0665'METAL GATE AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, PASS
 GJ0665'THROUGH GATE AND GO WESTERLY AND SOUTHWESTERLY ON A DIM TRACK ROAD
 GJ0665'FOR 0.3 MILE TO THE HIGHEST POINT AND THE STATION.
 GJ0665'
 GJ0665'STATION MARK IS A STANDARD DISK, STAMPED MOORELAND 1963, SET IN THE
 GJ0665'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0665'IT IS 12 FEET EAST OF A WITNESS POST AND 12.5 FEET EAST OF A WIRE
 GJ0665'FENCE.
 GJ0665'
 GJ0665'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOORELAND NO 1 1963, SET
 GJ0665'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0665'SURFACE.  IT IS 91 FEET EAST OF THE FENCE AND ABOUT 5 FEET LOWER
 GJ0665'THAN THE STATION.
 GJ0665'
 GJ0665'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOORELAND NO 2 1963, SET
 GJ0665'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0665'SURFACE.  IT IS 1 FOOT EAST OF THE FENCE AND ABOUT 4 FEET LOWER
 GJ0665'THAN THE STATION.
 GJ0665'
 GJ0665'AZIMUTH MARK IS A STANDARD DISK, STAMPED MOORELAND 1963, SET IN THE
 GJ0665'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0665'IT IS 49 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 15, 22 FEET
 GJ0665'EAST OF THE EAST GATE POST OF THE METAL GATE, 2 FEET SOUTHWEST OF
 GJ0665'A WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 GJ0665'
 GJ0665'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0664 ***********************************************************************
 GJ0664  DESIGNATION -  MOORELAND FARMERS CO OP ELEV
 GJ0664  PID         -  GJ0664
 GJ0664  STATE/COUNTY-  OK/WOODWARD
 GJ0664  COUNTRY     -  US
 GJ0664  USGS QUAD   -  MOORELAND (2018)
 GJ0664
 GJ0664                         *CURRENT SURVEY CONTROL
 GJ0664  ______________________________________________________________________
 GJ0664* NAD 83(1993) POSITION- 36 26 24.43715(N) 099 12 23.61747(W)   ADJUSTED
 GJ0664  ______________________________________________________________________
 GJ0664  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 GJ0664  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 GJ0664  HORZ ORDER      -  THIRD
 GJ0664
 GJ0664.The horizontal coordinates were established by classical geodetic methods
 GJ0664.and adjusted by the National Geodetic Survey in November 1994.
 GJ0664
 GJ0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0664.GEOID18 height accuracy estimate available here.
 GJ0664
 GJ0664.Click photographs - Photos may exist for this station.
 GJ0664
 GJ0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0664
 GJ0664. The following values were computed from the NAD 83(1993) position.
 GJ0664
 GJ0664;                    North         East     Units Scale Factor Converg.
 GJ0664;SPC OK N     -   160,459.454   491,827.223   MT  0.99995670   -0 42 43.4
 GJ0664;SPC OK N     -   526,440.73  1,613,603.15   sFT  0.99995670   -0 42 43.4
 GJ0664;UTM  14      - 4,032,785.973   481,487.183   MT  0.99960422   -0 07 21.7
 GJ0664
 GJ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8148732785(NAD 83)
 GJ0664
 GJ0664                          SUPERSEDED SURVEY CONTROL
 GJ0664
 GJ0664  NAD 83(1986)-  36 26 24.44169(N)    099 12 23.60528(W) AD(       ) 3
 GJ0664  NAD 27      -  36 26 24.31202(N)    099 12 22.23284(W) AD(       ) 3
 GJ0664
 GJ0664.Superseded values are not recommended for survey control.
 GJ0664
 GJ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0664.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0664
 GJ0664_MARKER: 65 = GRAIN ELEVATOR
 GJ0664
 GJ0664  HISTORY     - Date     Condition        Report By
 GJ0664  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0664
 GJ0664                          STATION DESCRIPTION
 GJ0664
 GJ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0664'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A 125 FOOT
 GJ0664'HIGH ELEVATOR, LOCATED 0.2 MILE NORTHWEST OF THE CENTER OF TOWN AND
 GJ0664'ABOUT 75 FEET SOUTH OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0658 ***********************************************************************
 GJ0658  DESIGNATION -  MOORELAND MICROWAVE RELAY MAST
 GJ0658  PID         -  GJ0658
 GJ0658  STATE/COUNTY-  OK/WOODWARD
 GJ0658  COUNTRY     -  US
 GJ0658  USGS QUAD   -  QUINLAN (2018)
 GJ0658
 GJ0658                         *CURRENT SURVEY CONTROL
 GJ0658  ______________________________________________________________________
 GJ0658* NAD 83(1993) POSITION- 36 26 08.34959(N) 099 06 42.62161(W)   ADJUSTED
 GJ0658  ______________________________________________________________________
 GJ0658  GEOID HEIGHT    -        -28.107 (meters)                     GEOID18
 GJ0658  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 GJ0658  HORZ ORDER      -  THIRD
 GJ0658
 GJ0658.The horizontal coordinates were established by classical geodetic methods
 GJ0658.and adjusted by the National Geodetic Survey in November 1994.
 GJ0658
 GJ0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0658.GEOID18 height accuracy estimate available here.
 GJ0658
 GJ0658.Click photographs - Photos may exist for this station.
 GJ0658
 GJ0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0658
 GJ0658. The following values were computed from the NAD 83(1993) position.
 GJ0658
 GJ0658;                    North         East     Units Scale Factor Converg.
 GJ0658;SPC OK N     -   159,862.228   500,313.265   MT  0.99995633   -0 39 22.1
 GJ0658;SPC OK N     -   524,481.33  1,641,444.44   sFT  0.99995633   -0 39 22.1
 GJ0658;UTM  14      - 4,032,276.274   489,975.916   MT  0.99960124   -0 03 59.1
 GJ0658
 GJ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8997532276(NAD 83)
 GJ0658
 GJ0658                          SUPERSEDED SURVEY CONTROL
 GJ0658
 GJ0658  NAD 83(1986)-  36 26 08.35394(N)    099 06 42.60921(W) AD(       ) 3
 GJ0658  NAD 27      -  36 26 08.22273(N)    099 06 41.24835(W) AD(       ) 3
 GJ0658
 GJ0658.Superseded values are not recommended for survey control.
 GJ0658
 GJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0658.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0658
 GJ0658_MARKER: 44 = MICROWAVE MAST
 GJ0658
 GJ0658  HISTORY     - Date     Condition        Report By
 GJ0658  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0658
 GJ0658                          STATION DESCRIPTION
 GJ0658
 GJ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0658'THE STATION IS THE CENTER OF THE TOP OF AN 80 FOOT HIGH STEEL MAST,
 GJ0658'LOCATED 5 MILES EAST OF MOORELAND AND ABOUT 150 FEET NORTH OF STATE
 GJ0658'HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0663 ***********************************************************************
 GJ0663  DESIGNATION -  MOORELAND MUNICIPAL WATER TANK
 GJ0663  PID         -  GJ0663
 GJ0663  STATE/COUNTY-  OK/WOODWARD
 GJ0663  COUNTRY     -  US
 GJ0663  USGS QUAD   -  MOORELAND (2018)
 GJ0663
 GJ0663                         *CURRENT SURVEY CONTROL
 GJ0663  ______________________________________________________________________
 GJ0663* NAD 83(1993) POSITION- 36 26 26.96727(N) 099 12 13.68897(W)   ADJUSTED
 GJ0663  ______________________________________________________________________
 GJ0663  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 GJ0663  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 GJ0663  HORZ ORDER      -  THIRD
 GJ0663
 GJ0663.The horizontal coordinates were established by classical geodetic methods
 GJ0663.and adjusted by the National Geodetic Survey in November 1994.
 GJ0663
 GJ0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0663.GEOID18 height accuracy estimate available here.
 GJ0663
 GJ0663.Click photographs - Photos may exist for this station.
 GJ0663
 GJ0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0663
 GJ0663. The following values were computed from the NAD 83(1993) position.
 GJ0663
 GJ0663;                    North         East     Units Scale Factor Converg.
 GJ0663;SPC OK N     -   160,534.364   492,075.435   MT  0.99995675   -0 42 37.5
 GJ0663;SPC OK N     -   526,686.49  1,614,417.49   sFT  0.99995675   -0 42 37.5
 GJ0663;UTM  14      - 4,032,863.405   481,734.524   MT  0.99960411   -0 07 15.8
 GJ0663
 GJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8173432863(NAD 83)
 GJ0663
 GJ0663                          SUPERSEDED SURVEY CONTROL
 GJ0663
 GJ0663  NAD 83(1986)-  36 26 26.97186(N)    099 12 13.67672(W) AD(       ) 3
 GJ0663  NAD 27      -  36 26 26.83935(N)    099 12 12.30992(W) AD(       ) 3
 GJ0663
 GJ0663.Superseded values are not recommended for survey control.
 GJ0663
 GJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0663.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0663
 GJ0663_MARKER: 53 = ELEVATED TANK
 GJ0663
 GJ0663  HISTORY     - Date     Condition        Report By
 GJ0663  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0663
 GJ0663                          STATION DESCRIPTION
 GJ0663
 GJ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0663'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH, ELEVATED
 GJ0663'TANK, LOCATED 0.2 MILE NORTHEAST OF THE CENTER OF TOWN AND ABOUT 200
 GJ0663'FEET NORTH OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0666 ***********************************************************************
 GJ0666  DESIGNATION -  MOORELAND WEST ELEC PWR TK
 GJ0666  PID         -  GJ0666
 GJ0666  STATE/COUNTY-  OK/WOODWARD
 GJ0666  COUNTRY     -  US
 GJ0666  USGS QUAD   -  MOORELAND (2018)
 GJ0666
 GJ0666                         *CURRENT SURVEY CONTROL
 GJ0666  ______________________________________________________________________
 GJ0666* NAD 83(1993) POSITION- 36 26 15.53425(N) 099 13 33.73286(W)   ADJUSTED
 GJ0666  ______________________________________________________________________
 GJ0666  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 GJ0666  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 GJ0666  HORZ ORDER      -  THIRD
 GJ0666
 GJ0666.The horizontal coordinates were established by classical geodetic methods
 GJ0666.and adjusted by the National Geodetic Survey in November 1994.
 GJ0666
 GJ0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0666.GEOID18 height accuracy estimate available here.
 GJ0666
 GJ0666.Click photographs - Photos may exist for this station.
 GJ0666
 GJ0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0666
 GJ0666. The following values were computed from the NAD 83(1993) position.
 GJ0666
 GJ0666;                    North         East     Units Scale Factor Converg.
 GJ0666;SPC OK N     -   160,206.938   490,077.707   MT  0.99995649   -0 43 24.8
 GJ0666;SPC OK N     -   525,612.26  1,607,863.28   sFT  0.99995649   -0 43 24.8
 GJ0666;UTM  14      - 4,032,515.571   479,740.972   MT  0.99960506   -0 08 03.3
 GJ0666
 GJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7974032515(NAD 83)
 GJ0666
 GJ0666                          SUPERSEDED SURVEY CONTROL
 GJ0666
 GJ0666  NAD 83(1986)-  36 26 15.53898(N)    099 13 33.72057(W) AD(       ) 3
 GJ0666  NAD 27      -  36 26 15.40886(N)    099 13 32.34833(W) AD(       ) 3
 GJ0666
 GJ0666.Superseded values are not recommended for survey control.
 GJ0666
 GJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0666.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0666
 GJ0666_MARKER: 53 = ELEVATED TANK
 GJ0666
 GJ0666  HISTORY     - Date     Condition        Report By
 GJ0666  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0666
 GJ0666                          STATION DESCRIPTION
 GJ0666
 GJ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0666'THE STATION IS THE CENTER OF THE TOP OF A 162 FOOT HIGH, OVAL SHAPED
 GJ0666'ELEVATED TANK, LOCATED 1 MILE WEST OF THE CENTER OF THE TOWN OF
 GJ0666'MOORELAND AND 0.2 MILE NORTH OF STATE HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0768 ***********************************************************************
 GJ0768  DESIGNATION -  MOORPORT AZ MK
 GJ0768  PID         -  GJ0768
 GJ0768  STATE/COUNTY-  OK/WOODWARD
 GJ0768  COUNTRY     -  US
 GJ0768  USGS QUAD   -  MOORELAND (2018)
 GJ0768
 GJ0768                         *CURRENT SURVEY CONTROL
 GJ0768  ______________________________________________________________________
 GJ0768* NAD 83(1993) POSITION- 36 29 20.11766(N) 099 11 37.44214(W)   ADJUSTED
 GJ0768* NAD 83(1993) ELLIP HT-   572.058 (meters)        (11/28/94)   ADJUSTED
 GJ0768* NAVD 88 ORTHO HEIGHT -   600.3   (meters)     1969.    (feet) VERTCON3
 GJ0768  ______________________________________________________________________
 GJ0768  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 GJ0768  NAD 83(1993) X  -   -820,336.958 (meters)                     COMP
 GJ0768  NAD 83(1993) Y  - -5,068,425.416 (meters)                     COMP
 GJ0768  NAD 83(1993) Z  -  3,772,286.437 (meters)                     COMP
 GJ0768  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 GJ0768  HORZ ORDER      -  SECOND
 GJ0768  ELLP ORDER      -  FIFTH     CLASS I
 GJ0768
 GJ0768.This mark is at Mooreland Airport (OK70)
 GJ0768
 GJ0768.The horizontal coordinates were established by GPS observations
 GJ0768.and adjusted by the National Geodetic Survey in November 1994.
 GJ0768
 GJ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0768
 GJ0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0768.GEOID18 height accuracy estimate available here.
 GJ0768
 GJ0768.Click photographs - Photos may exist for this station.
 GJ0768
 GJ0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0768
 GJ0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0768
 GJ0768.The ellipsoidal height was determined by GPS observations
 GJ0768.and is referenced to NAD 83.
 GJ0768
 GJ0768. The following values were computed from the NAD 83(1993) position.
 GJ0768
 GJ0768;                    North         East     Units Scale Factor Converg.
 GJ0768;SPC OK N     -   165,859.843   493,043.686   MT  0.99996110   -0 42 16.1
 GJ0768;SPC OK N     -   544,158.50  1,617,594.16   sFT  0.99996110   -0 42 16.1
 GJ0768;UTM  14      - 4,038,196.667   482,647.626   MT  0.99960371   -0 06 54.7
 GJ0768
 GJ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0768!SPC OK N     -   0.99991023  x   0.99996110  =   0.99987133
 GJ0768!UTM  14      -   0.99991023  x   0.99960371  =   0.99951397
 GJ0768
 GJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8264738196(NAD 83)
 GJ0768
 GJ0768                          SUPERSEDED SURVEY CONTROL
 GJ0768
 GJ0768  NAD 83(1986)-  36 29 20.12228(N)    099 11 37.42936(W) AD(       ) 2
 GJ0768  NGVD 29 (11/30/89)  600.0    (m)  RAPSU86  model used  GPS OBS        
 GJ0768
 GJ0768.Superseded values are not recommended for survey control.
 GJ0768
 GJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0768.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0768
 GJ0768_MARKER: I = METAL ROD
 GJ0768_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0768_STAMPING: MOORPORT AZ MK 1989
 GJ0768_MARK LOGO: NGS
 GJ0768_PROJECTION: FLUSH
 GJ0768_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0768+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GJ0768_ROD/PIPE-DEPTH: 7.1 meters
 GJ0768_SLEEVE-DEPTH  : 1.0 meters
 GJ0768
 GJ0768  HISTORY     - Date     Condition        Report By
 GJ0768  HISTORY     - 1989     MONUMENTED       NGS
 GJ0768
 GJ0768                          STATION DESCRIPTION
 GJ0768
 GJ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0768'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH OF MOORELAND, AT
 GJ0768'THE MOORELAND MUNICIPAL AIRPORT, IN THE NORTHEAST CORNER OF THE THIRD
 GJ0768'GRASS STRIP, BETWEEN THE RUNWAY AND PARALLEL TAXIWAY, NORTH FROM THE
 GJ0768'SOUTH END OF THE RUNWAY.  OWNERSHIP---CITY OF MOORELAND, C/O AIRPORT
 GJ0768'MANAGER DEAN MADDUX, P O BOX 365, MOORELAND OK 73852.  PHONE (405)
 GJ0768'994-9305.
 GJ0768'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 412 AND STATE
 GJ0768'HIGHWAY 50 IN MOORELAND, GO NORTHERLY FOR 6.0 KM (3.75 MI) ON HIGHWAY
 GJ0768'50 TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI)
 GJ0768'ON THE AIRPORT ENTRANCE DRIVE AND ACROSS APRON, PASSING TO THE NORTH
 GJ0768'OF THE AIRPORT OFFICE, TO A PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTH
 GJ0768'FOR 0.35 KM (0.20 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE
 GJ0768'LEFT JUST BEFORE A CONNECTING TAXIWAY LEFT.
 GJ0768'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0768'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.1 METERS IN A GREASE
 GJ0768'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0768'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0768'30.0 M (98.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 16.2 M
 GJ0768'(53.1 FT) SOUTH FROM THE TOP CENTER OF A 0.5 METER CORRUGATED METAL
 GJ0768'DRAIN PIPE UNDER THE PARALLEL TAXIWAY, AND 5.3 M (17.4 FT) WEST FROM
 GJ0768'THE WEST EDGE OF THE PARALLEL TAXIWAY.
 GJ0768'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0903 ***********************************************************************
 EL0903  DESIGNATION -  MORE
 EL0903  PID         -  EL0903
 EL0903  STATE/COUNTY-  OK/CARTER
 EL0903  COUNTRY     -  US
 EL0903  USGS QUAD   -  ARDMORE EAST (2018)
 EL0903
 EL0903                         *CURRENT SURVEY CONTROL
 EL0903  ______________________________________________________________________
 EL0903* NAD 83(1993) POSITION- 34 10 02.52762(N) 097 03 37.10686(W)   ADJUSTED
 EL0903* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 EL0903  ______________________________________________________________________
 EL0903  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 EL0903  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 EL0903  HORZ ORDER      -  THIRD
 EL0903
 EL0903.The horizontal coordinates were established by classical geodetic methods
 EL0903.and adjusted by the National Geodetic Survey in November 1994.
 EL0903
 EL0903.The orthometric height was scaled from a topographic map.
 EL0903
 EL0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0903.GEOID18 height accuracy estimate available here.
 EL0903
 EL0903.Click photographs - Photos may exist for this station.
 EL0903
 EL0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0903
 EL0903. The following values were computed from the NAD 83(1993) position.
 EL0903
 EL0903;                    North         East     Units Scale Factor Converg.
 EL0903;SPC OK S     -    92,917.327   686,638.138   MT  0.99996224   +0 32 00.2
 EL0903;SPC OK S     -   304,846.26  2,252,745.29   sFT  0.99996224   +0 32 00.2
 EL0903;UTM  14      - 3,782,413.762   678,787.037   MT  0.99999404   +1 05 22.7
 EL0903
 EL0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0903!SPC OK S     -   0.99996061  x   0.99996224  =   0.99992285
 EL0903!UTM  14      -   0.99996061  x   0.99999404  =   0.99995465
 EL0903
 EL0903:                Primary Azimuth Mark                     Grid Az
 EL0903:SPC OK S     -  MORE AZ MK                               103 30 14.6
 EL0903:UTM  14      -  MORE AZ MK                               102 56 52.1
 EL0903
 EL0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7878782413(NAD 83)
 EL0903
 EL0903|---------------------------------------------------------------------|
 EL0903| PID    Reference Object                     Distance      Geod. Az  |
 EL0903|                                                           dddmmss.s |
 EL0903| EL0901 1 D 20 TT                            18.243 METERS 09156     |
 EL0903| CY2600 MORE AZ MK                                         1040214.8 |
 EL0903| EL0913 ARDMORE MUNICIPAL TANK              APPROX. 6.5 KM 2654835.6 |
 EL0903| CY2601 MORE RM 1                            10.756 METERS 28734     |
 EL0903|---------------------------------------------------------------------|
 EL0903
 EL0903                          SUPERSEDED SURVEY CONTROL
 EL0903
 EL0903  NAD 83(1986)-  34 10 02.53327(N)    097 03 37.09829(W) AD(       ) 3
 EL0903  NAD 27      -  34 10 02.19110(N)    097 03 36.05370(W) AD(       ) 3
 EL0903
 EL0903.Superseded values are not recommended for survey control.
 EL0903
 EL0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0903.See file dsdata.pdf to determine how the superseded data were derived.
 EL0903
 EL0903_MARKER: DS = TRIANGULATION STATION DISK
 EL0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0903_STAMPING: MORE 1955
 EL0903_MARK LOGO: CGS
 EL0903_PROJECTION: FLUSH
 EL0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0903+STABILITY: SURFACE MOTION
 EL0903
 EL0903  HISTORY     - Date     Condition        Report By
 EL0903  HISTORY     - 1955     MONUMENTED       CGS
 EL0903
 EL0903                          STATION DESCRIPTION
 EL0903
 EL0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0903'THE STATION IS LOCATED ABOUT 4 MILES EAST OF ARDMORE, ON
 EL0903'THE RAILROAD RIGHT-OF-WAY, 85 FEET WEST OF A T FENCE CORNER,
 EL0903'35 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND
 EL0903'4 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH
 EL0903'AND IS STAMPED MORE 1955.
 EL0903'
 EL0903'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE NORTH RAIL OF THE
 EL0903'RAILROAD TRACKS AND 1-1/2 FEET SOUTH OF AN EAST-WEST FENCE
 EL0903'LINE.  IT IS SET FLUSH AND IS STAMPED MORE NO 1 1955
 EL0903'
 EL0903'REFERENCE MARK NO. 2 IS 26 FEET WEST OF A T FENCE CORNER
 EL0903'AND 4 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS A
 EL0903'CONSERVATION OF OKLAHOMA STATE SURVEY STATION DISK SET IN THE
 EL0903'TOP OF A CONCRETE POST THAT PROJECTS 8 INCHES.  THE CONCRETE
 EL0903'POST IS 6 INCHES SQUARE AT THE TOP AND THE DISK IS STAMPED
 EL0903'NO 1D20 TT 1936.
 EL0903'
 EL0903'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 94.32 FEET.
 EL0903'
 EL0903'THE AZIMUTH MARK IS 62 FEET SOUTH OF THE CENTER OF A GRADED
 EL0903'ROAD, 44 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 EL0903'15 FEET EAST OF THE CENTER OF A TRACK ROAD AND 2 FEET WEST
 EL0903'OF A WITNESS POST.  IT IS A STANDARD U.S.C. AND G. SURVEY
 EL0903'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 EL0903'18 INCHES.  THE CONCRETE POST IS 6 INCHES SQUARE AT THE
 EL0903'TOP AND THE DISK IS STAMPED 1D21 T 40 1934 TT 1936.
 EL0903'
 EL0903'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE GO NORTH
 EL0903'ON U.S. HIGHWAY 70 FOR 0.15 MILE TO THIRD AVENUE NORTH-EAST.
 EL0903'TURN RIGHT ON THIRD AVENUE AND GO 1.0 MILE TO THE END OF THE
 EL0903'PAVEMENT.  CONTINUE ON EAST FOR 2.0 MILES TO A RAILROAD
 EL0903'CROSSING.  CROSS TRACKS AND CONTINUE ON EAST FOR 1.1 MILES
 EL0903'TO A POINT WHERE THE POWER LINE CROSSES THE ROAD AND THE
 EL0903'END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH ACROSS FIELD FOR
 EL0903'ABOUT 0.15 MILE TO THE STATION AND REFERENCE MARKS AS
 EL0903'DESCRIBED.
 EL0903'
 EL0903'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 EL0903'SOUTHEAST ON THE GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH
 EL0903'MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1049 ***********************************************************************
 EL1049  SACS        -  This is a Secondary Airport Control Station.
 EL1049  DESIGNATION -  MOREPORT AZ MK
 EL1049  PID         -  EL1049
 EL1049  STATE/COUNTY-  OK/CARTER
 EL1049  COUNTRY     -  US
 EL1049  USGS QUAD   -  ARDMORE EAST (2018)
 EL1049
 EL1049                         *CURRENT SURVEY CONTROL
 EL1049  ______________________________________________________________________
 EL1049* NAD 83(2011) POSITION- 34 08 24.97574(N) 097 07 18.97728(W)   ADJUSTED
 EL1049* NAD 83(2011) ELLIP HT-   229.728 (meters)        (04/05/13)   ADJUSTED
 EL1049* NAD 83(2011) EPOCH   -  2010.00
 EL1049* NAVD 88 ORTHO HEIGHT -   255.90  (meters)      839.6   (feet) GPS OBS
 EL1049  ______________________________________________________________________
 EL1049  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 EL1049  GEOID HEIGHT    -        -26.170 (meters)                     GEOID12A
 EL1049  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 EL1049  NAD 83(2011) X  -   -655,208.600 (meters)                     COMP
 EL1049  NAD 83(2011) Y  - -5,243,957.856 (meters)                     COMP
 EL1049  NAD 83(2011) Z  -  3,559,464.136 (meters)                     COMP
 EL1049  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 EL1049
 EL1049  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1049  Standards:
 EL1049         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1049            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1049  -------------------------------------------------------------------
 EL1049  NETWORK    1.24   3.21           0.54   0.47   1.64      0.00230312
 EL1049  -------------------------------------------------------------------
 EL1049  Click here for local accuracies and other accuracy information.
 EL1049
 EL1049.This mark is at Ardmore Downtown Airport (1F0)
 EL1049
 EL1049.The horizontal coordinates were established by GPS observations
 EL1049.and adjusted by the WOOLPERT CONSULTANTS in April 2013.
 EL1049
 EL1049.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1049.been affixed to the stable North American tectonic plate. See 
 EL1049.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1049
 EL1049.The horizontal coordinates are valid at the epoch date displayed above
 EL1049.which is a decimal equivalence of Year/Month/Day.
 EL1049
 EL1049.The orthometric height was determined by GPS observations and a
 EL1049.high-resolution geoid model.
 EL1049
 EL1049.GPS derived orthometric heights for airport stations designated as
 EL1049.PACS or SACS are published to 2 decimal places.  This maintains
 EL1049.centimeter relative accuracy between the PACS and SACS.  It does
 EL1049.not indicate centimeter accuracy relative to other marks which are
 EL1049.part of the published vertical control network.
 EL1049
 EL1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1049.GEOID18 height accuracy estimate available here.
 EL1049
 EL1049.Click photographs - Photos may exist for this station.
 EL1049
 EL1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1049
 EL1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1049
 EL1049.The ellipsoidal height was determined by GPS observations
 EL1049.and is referenced to NAD 83.
 EL1049
 EL1049. The following values were computed from the NAD 83(2011) position.
 EL1049
 EL1049;                    North         East     Units Scale Factor Converg.
 EL1049;SPC OK S     -    89,860.564   680,982.183   MT  0.99996577   +0 29 54.2
 EL1049;SPC OK S     -   294,817.53  2,234,189.05   sFT  0.99996577   +0 29 54.2
 EL1049;UTM  14      - 3,779,302.197   673,160.914   MT  0.99996963   +1 03 15.4
 EL1049
 EL1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1049!SPC OK S     -   0.99996394  x   0.99996577  =   0.99992971
 EL1049!UTM  14      -   0.99996394  x   0.99996963  =   0.99993357
 EL1049
 EL1049:                Primary Azimuth Mark                     Grid Az
 EL1049:SPC OK S     -  MOREPORT                                 358 54 32.3
 EL1049:UTM  14      -  MOREPORT                                 358 21 11.1
 EL1049
 EL1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7316079302(NAD 83)
 EL1049
 EL1049|---------------------------------------------------------------------|
 EL1049| PID    Reference Object                     Distance      Geod. Az  |
 EL1049|                                                           dddmmss.s |
 EL1049| EL1048 MOREPORT                            APPROX. 1.5 KM 3592426.5 |
 EL1049|---------------------------------------------------------------------|
 EL1049
 EL1049                          SUPERSEDED SURVEY CONTROL
 EL1049
 EL1049  NAD 83(1993)-  34 08 24.97382(N)    097 07 18.97176(W) AD(       ) 2
 EL1049  ELLIP H (11/28/94)  229.693  (m)                       GP(       ) 5 1
 EL1049  NAD 83(1986)-  34 08 24.97840(N)    097 07 18.96451(W) AD(       ) 2
 EL1049  NGVD 29 (11/30/89)  255.10   (m)  RAPSU86  model used  GPS OBS        
 EL1049
 EL1049.Superseded values are not recommended for survey control.
 EL1049
 EL1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1049.See file dsdata.pdf to determine how the superseded data were derived.
 EL1049
 EL1049_MARKER: F = FLANGE-ENCASED ROD
 EL1049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1049_STAMPING: MOREPORT AZ MK 1989
 EL1049_MARK LOGO: NGS
 EL1049_PROJECTION: FLUSH
 EL1049_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL1049+STABILITY: POSITION/ELEVATION WELL
 EL1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1049+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2012
 EL1049_ROD/PIPE-DEPTH: 2.9 meters
 EL1049_SLEEVE-DEPTH  : 1.0 meters
 EL1049
 EL1049  HISTORY     - Date     Condition        Report By
 EL1049  HISTORY     - 1989     MONUMENTED       NGS
 EL1049  HISTORY     - 19901212 GOOD             NGS
 EL1049  HISTORY     - 20120816 GOOD             WOOLPT
 EL1049
 EL1049                          STATION DESCRIPTION
 EL1049
 EL1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 EL1049'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTHEAST OF ARDMORE, AT
 EL1049'THE ARDMORE DOWNTOWN EXECUTIVE AIRPORT, IN THE SOUTHEAST CORNER OF THE
 EL1049'SOUTHERN MOST GRASS STRIP BETWEEN THE RUNWAY AND A PARALLEL TAXIWAY.
 EL1049'OWNERSHIP--CITY OF ARDMORE, C/O AIRPORT MANAGER CHARLES VENTERS, BOX
 EL1049'1633. ARDMORE OK 73402. PHONE (405) 223-5500.
 EL1049'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 EL1049'U.S. HIGHWAY 70 EAST (EXIT 29), 0.5 KM (0.30 MI) SOUTHWEST OF ARDMORE,
 EL1049'GO EAST FOR 1.2 KM (0.75 MI) ON HIGHWAY 70 TO THE JUNCTION OF U.S.
 EL1049'HIGHWAY 77.  CONTINUE EAST FOR 3.2 KM (2.00 MI) ON HIGHWAY 70 TO THE
 EL1049'JUNCTION OF STATE HIGHWAY 77S.  TURN LEFT AND GO NORTHERLY FOR 2.2 KM
 EL1049'(1.35 MI) ON HIGHWAY 77S TO A PAVED DRIVE LEFT.  TURN LEFT AND GO WEST
 EL1049'FOR 100 FT ON THE PAVED DRIVE TO A T-JUNCTION AND THE AIRPORT OFFICE
 EL1049'STRAIGHT AHEAD.  TURN RIGHT AND GO NORTH FOR 200 FT ON THE PAVED ROAD
 EL1049'TO A PAVED DRIVE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM
 EL1049'(0.05 MI) ON THE PAVED DRIVE AND ACROSS THE APRON TO A PARALLEL
 EL1049'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 1.3 KM (0.80 MI) ON THE PARALLEL
 EL1049'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE A CONNECTING TAXIWAY
 EL1049'RIGHT.
 EL1049'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 EL1049'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.9 METERS IN A GREASE
 EL1049'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 EL1049'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 EL1049'43.6 M (143.0 FT) EAST FROM THE EAST EDGE OF THE RUNWAY. 15.1 M
 EL1049'(49.5 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY, AND 8.2 M
 EL1049'(26.9 FT) NORTH FROM THE NORTH EDGE OF THE CONNECTING TAXIWAY.
 EL1049'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 EL1049
 EL1049                          STATION RECOVERY (1990)
 EL1049
 EL1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EL1049'THE STATION IS LOCATED ON THE AIRPORT IN THE SOUTHEAST CORNER OF THE
 EL1049'SOUTHERLY MOST GRASS STRIP EAST OF THE RUNWAY.  THE STATION IS-- 143.3
 EL1049'FT (43.7 M) EAST OF THE EAST EDGE OF THE RUNWAY, 26.9 FT (8.2 M) NORTH
 EL1049'OF THE NORTH EDGE OF THE CONNECTING TAXIWAY, AND 49.5 FT (15.1 M) WEST
 EL1049'OF THE WEST EDGE OF THE PARALLEL TAXIWAY.  THE STATION IS THE TOP
 EL1049'CENTER OF A RECESSED STEEL ROD ENCASED IN A PVC PIPE COVERED BY A
 EL1049'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 EL1049
 EL1049                          STATION RECOVERY (2012)
 EL1049
 EL1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BAH)
 EL1049'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EL1049'ADDITIONAL RECOVERY TIES - 66.1 FT (20.1 M) WEST OF THE CENTERLINE OF
 EL1049'PARALLEL TAXIWAY AND 44.5 FT (13.6 M) NORTH OF THE CENTERLINE OF
 EL1049'CONNECTING TAXIWAY.
 EL1049'
 EL1049'NOTE-THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 EL1049'(SACS).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0908 ***********************************************************************
 EL0908  DESIGNATION -  MORGAN
 EL0908  PID         -  EL0908
 EL0908  STATE/COUNTY-  OK/CARTER
 EL0908  COUNTRY     -  US
 EL0908  USGS QUAD   -  OVERBROOK (2018)
 EL0908
 EL0908                         *CURRENT SURVEY CONTROL
 EL0908  ______________________________________________________________________
 EL0908* NAD 83(1993) POSITION- 34 07 19.04074(N) 097 12 25.49771(W)   ADJUSTED
 EL0908* NAVD 88 ORTHO HEIGHT -   311.    (meters)     1020.    (feet) SCALED
 EL0908  ______________________________________________________________________
 EL0908  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 EL0908  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 EL0908  HORZ ORDER      -  FIRST
 EL0908
 EL0908.The horizontal coordinates were established by classical geodetic methods
 EL0908.and adjusted by the National Geodetic Survey in November 1994.
 EL0908
 EL0908.The orthometric height was scaled from a topographic map.
 EL0908
 EL0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0908.GEOID18 height accuracy estimate available here.
 EL0908
 EL0908.Click photographs - Photos may exist for this station.
 EL0908
 EL0908.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0908
 EL0908. The following values were computed from the NAD 83(1993) position.
 EL0908
 EL0908;                    North         East     Units Scale Factor Converg.
 EL0908;SPC OK S     -    87,764.079   673,145.570   MT  0.99996828   +0 27 00.3
 EL0908;SPC OK S     -   287,939.32  2,208,478.42   sFT  0.99996828   +0 27 00.3
 EL0908;UTM  14      - 3,777,129.811   665,345.118   MT  0.99993701   +1 00 21.5
 EL0908
 EL0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0908!SPC OK S     -   0.99995526  x   0.99996828  =   0.99992355
 EL0908!UTM  14      -   0.99995526  x   0.99993701  =   0.99989228
 EL0908
 EL0908:                Primary Azimuth Mark                     Grid Az
 EL0908:SPC OK S     -  MORGAN AZ MK                             000 49 47.4
 EL0908:UTM  14      -  MORGAN AZ MK                             000 16 26.2
 EL0908
 EL0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6534577129(NAD 83)
 EL0908
 EL0908|---------------------------------------------------------------------|
 EL0908| PID    Reference Object                     Distance      Geod. Az  |
 EL0908|                                                           dddmmss.s |
 EL0908| CY2602 MORGAN AZ MK                                       0011647.7 |
 EL0908| CY2603 MORGAN RM 1                           8.467 METERS 10810     |
 EL0908| CY2604 MORGAN RM 2                          10.672 METERS 33400     |
 EL0908|---------------------------------------------------------------------|
 EL0908
 EL0908                          SUPERSEDED SURVEY CONTROL
 EL0908
 EL0908  NAD 83(1986)-  34 07 19.04567(N)    097 12 25.48948(W) AD(       ) 1
 EL0908  NAD 27      -  34 07 18.70120(N)    097 12 24.43340(W) AD(       ) 1
 EL0908
 EL0908.Superseded values are not recommended for survey control.
 EL0908
 EL0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0908.See file dsdata.pdf to determine how the superseded data were derived.
 EL0908
 EL0908_MARKER: DS = TRIANGULATION STATION DISK
 EL0908_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0908_STAMPING: MORGAN 1955
 EL0908_MARK LOGO: CGS
 EL0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0908+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 EL0908
 EL0908  HISTORY     - Date     Condition        Report By
 EL0908  HISTORY     - 1955     MONUMENTED       CGS
 EL0908  HISTORY     - 1980     GOOD             LOCENG
 EL0908  HISTORY     - 20030904 GOOD             ALMLS
 EL0908
 EL0908                          STATION DESCRIPTION
 EL0908
 EL0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0908'THE STATION IS ABOUT 1/4 MILE NORTHWEST OF THE HIGHEST POINT
 EL0908'OF A BARE, ROCKY HILL, 4 MILES SOUTHWEST OF ARDMORE, 4 MILES
 EL0908'SOUTHEAST OF LONE GROVE, 1/2 MILE NORTH OF A CEMENT BLOCK
 EL0908'SILO, AND 1/4 MILE SOUTH OF THE HOME OF ROSABELLE PRUITT.
 EL0908'IT IS 11 FEET NORTH OF A PASTURE FENCE, IS A STANDARD BRONZE
 EL0908'DISK BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE SET IN
 EL0908'CONCRETE THAT PROJECTS 16 INCHES ABOVE THE SURFACE OF THE
 EL0908'GROUND AND THE DISK IS STAMPED MORGAN 1955.
 EL0908'
 EL0908'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN
 EL0908'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 3 FEET NORTH
 EL0908'OF THE PASTURE FENCE AND THE DISK IS STAMPED MORGAN NO 1 1955.
 EL0908'
 EL0908'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED
 EL0908'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 34 FEET NORTH
 EL0908'OF THE PASTURE FENCE AND THE DISK IS STAMPED MORGAN NO 2 1955.
 EL0908'
 EL0908'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EL0908'NO. 2 IS 57.9 FEET.
 EL0908'
 EL0908'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A
 EL0908'DRILL HOLE IN A LARGE BOULDER THAT PROJECTS ABOUT 12 INCHES
 EL0908'ABOVE THE SURFACE OF THE GROUND.  IT IS 52 FEET NORTHEAST
 EL0908'OF THE NORTHEAST CORNER OF A CONCRETE PORCH DECK AND 39 FEET
 EL0908'SOUTH OF A POWERLINE TRANSFORMER POLE.  THE DISK IS STAMPED
 EL0908'MORGAN 1955.
 EL0908'
 EL0908'TO REACH THE STATION FROM THE POST OFFICE IN LONE GROVE,
 EL0908'GO EAST ON U.S. HIGHWAY NO. 70 FOR 1.8 MILES TO A CROSSROAD
 EL0908'AND THE TABAFFRO GROCERY IN THE NORTHWEST ANGLE.  HERE TURN
 EL0908'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 3.3 MILES TO A
 EL0908'CROSSROAD.  TURN LEFT AND GO EAST AND NORTH ON A GRADED
 EL0908'ROAD FOR 1.4 MILES TO A POINT WHERE THE MAIN ROAD TURNS
 EL0908'RIGHT.  TURN RIGHT AND GO EAST FOR 0.3 MILE TO A FARM DRIVE
 EL0908'AND CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 EL0908'THE FARM DRIVE FOR 0.1 MILE TO THE PRUITT HOME AND THE
 EL0908'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THIS POINT GO
 EL0908'SOUTH, WEST AND SOUTHEASTERLY ON A TRACK ROAD FOR 0.45
 EL0908'MILE TO THE TOP OF A LOW RIDGE AT A NORTH-SOUTH FENCE AND
 EL0908'THE STATION AS DESCRIBED.
 EL0908
 EL0908                          STATION RECOVERY (1980)
 EL0908
 EL0908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MDC)
 EL0908'MORGAN 1955 RECOVERED GOOD.
 EL0908'
 EL0908'RM NO. 1 AND NO. 2 RECOVERED GOOD.
 EL0908'
 EL0908'AZIMARK RECOVERED GOOD MEASURES 2108.95 FEET.
 EL0908'
 EL0908'PROPERTY OWNER KEITH WALKER, ARDMORE.
 EL0908'
 EL0908'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. WEST AND 3-1/2 MI
 EL0908'SOUTH OF ARDMORE.
 EL0908
 EL0908                          STATION RECOVERY (2003)
 EL0908
 EL0908'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003
 EL0908'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0799 ***********************************************************************
 GG0799  DESIGNATION -  MORGAN
 GG0799  PID         -  GG0799
 GG0799  STATE/COUNTY-  OK/MAYES
 GG0799  COUNTRY     -  US
 GG0799  USGS QUAD   -  PRYOR (2019)
 GG0799
 GG0799                         *CURRENT SURVEY CONTROL
 GG0799  ______________________________________________________________________
 GG0799* NAD 83(1993) POSITION- 36 15 01.75378(N) 095 21 38.62347(W)   ADJUSTED
 GG0799* NAVD 88 ORTHO HEIGHT -   203.5   (meters)      668.    (feet) VERTCON3
 GG0799  ______________________________________________________________________
 GG0799  GEOID HEIGHT    -        -29.176 (meters)                     GEOID18
 GG0799  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 GG0799  HORZ ORDER      -  SECOND
 GG0799
 GG0799.The horizontal coordinates were established by classical geodetic methods
 GG0799.and adjusted by the National Geodetic Survey in November 1994.
 GG0799
 GG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0799
 GG0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0799.GEOID18 height accuracy estimate available here.
 GG0799
 GG0799.Click photographs - Photos may exist for this station.
 GG0799
 GG0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0799
 GG0799. The following values were computed from the NAD 83(1993) position.
 GG0799
 GG0799;                    North         East     Units Scale Factor Converg.
 GG0799;SPC OK N     -   141,969.346   837,169.699   MT  0.99994645   +1 33 27.2
 GG0799;SPC OK N     -   465,777.76  2,746,614.25   sFT  0.99994645   +1 33 27.2
 GG0799;UTM  15      - 4,014,316.467   287,889.809   MT  1.00015437   -1 23 47.3
 GG0799
 GG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0799!SPC OK N     -   0.99997264  x   0.99994645  =   0.99991909
 GG0799!UTM  15      -   0.99997264  x   1.00015437  =   1.00012701
 GG0799
 GG0799:                Primary Azimuth Mark                     Grid Az
 GG0799:SPC OK N     -  PRYOR MUNICIPAL WATER TANK               026 41 13.3
 GG0799:UTM  15      -  PRYOR MUNICIPAL WATER TANK               029 38 27.8
 GG0799
 GG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8788914316(NAD 83)
 GG0799
 GG0799|---------------------------------------------------------------------|
 GG0799| PID    Reference Object                     Distance      Geod. Az  |
 GG0799|                                                           dddmmss.s |
 GG0799| CI2097 PRYOR MUNICIPAL WATER TANK                         0281440.5 |
 GG0799| CI2561 MORGAN RM 1                          18.240 METERS 18620     |
 GG0799| CI2562 MORGAN RM 2                          11.932 METERS 26747     |
 GG0799|---------------------------------------------------------------------|
 GG0799
 GG0799                          SUPERSEDED SURVEY CONTROL
 GG0799
 GG0799  NAD 83(1986)-  36 15 01.77572(N)    095 21 38.60866(W) AD(       ) 2
 GG0799  NAD 27      -  36 15 01.43181(N)    095 21 37.70745(W) AD(       ) 2
 GG0799  NGVD 29 (07/19/86)  203.4    (m)          667.     (f) VERT ANG       
 GG0799
 GG0799.Superseded values are not recommended for survey control.
 GG0799
 GG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0799.See file dsdata.pdf to determine how the superseded data were derived.
 GG0799
 GG0799_MARKER: DD = SURVEY DISK
 GG0799_SETTING: 66 = SET IN ROCK OUTCROP
 GG0799_STAMPING: ET MORGAN 1968
 GG0799_MARK LOGO: USGS
 GG0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0799+STABILITY: POSITION/ELEVATION WELL
 GG0799
 GG0799  HISTORY     - Date     Condition        Report By
 GG0799  HISTORY     - 1968     MONUMENTED       USGS
 GG0799
 GG0799                          STATION DESCRIPTION
 GG0799
 GG0799'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0799'THE STATION IS LOCATED ABOUT 6.0 MI N. AND 1.0 MI W. OF
 GG0799'CHOUTEAU, ABOUT 4.0 MI S. AND 2.0 MI W. OF PRYOR, T. 21 N.,
 GG0799'R. 18 E., NEAR THE W. SIXTEENTH CORNER BETWEEN SECS. 2 AND 35.
 GG0799'
 GG0799'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 GG0799'AND HWY. 69 AT CHOUTEAU, GO N. ALONG HWY. 69 FOR 4.5 MI
 GG0799'TO A T-RD. W., TURN LEFT (W.) AND GO 1.4 MI TO A FARMHOUSE
 GG0799'ON RIGHT (N.) TURN RIGHT (N.) INTO PRIVATE DRIVE AND GO
 GG0799'0.05 MI TO WIRE GATE, PASS THROUGH GATE AND GO
 GG0799'ACROSS OPEN FIELD FOR 0.05 MI TO TOP SMALL FLAT TOP KNOLL
 GG0799'AND SCATTERED TREES AND STATION.
 GG0799'
 GG0799'THE STATION MARK IS 62 FT N. AND 88 FT E. OF USGS WITNESS
 GG0799'POST AT END OF FENCE, CEMENTED IN PLACE.  STANDARD TABLET
 GG0799'STAMPED ET MORGAN 1968.
 GG0799'
 GG0799'REFERENCE MARK NO. 1 IS S. OF THE STATION, 3 FT S. AND 82 FT
 GG0799'E. OF USGS WITNESS POST AT END OF FENCE, CEMENTED IN PLACE
 GG0799'IN FLAT ROCK OUTCROP.  STANDARD TABLET STAMPED MORGAN NO 1
 GG0799'1968.
 GG0799'
 GG0799'REFERENCE MARK NO. 2 IS W. OF THE STATION, 59 FT N. AND 49
 GG0799'FT E. OF USGS WITNESS POST AT END OF FENCE, CEMENTED IN
 GG0799'PLACE, IN FLAT ROCK OUTCROP.  STANDARD TABLET STAMPED
 GG0799'MORGAN NO 2 1968.
 GG0799'
 GG0799'AZIMUTH MARK--NONE SET.
 GG0799'
 GG0799'REFERENCE AZIMUTH OBSERVED TO TOP CENTER OF MWT IN
 GG0799'PRYOR.  WATER TANK IS ORANGE IN COLOR WITH BLUE COLOR TOP.
 GG0799'
 GG0799'STATION MARK AND REFERENCE MARKS ARE STANDARD TABLETS
 GG0799'CEMENTED IN PLACE IN FLAT ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1023 ***********************************************************************
 EL1023  DESIGNATION -  MORRIS
 EL1023  PID         -  EL1023
 EL1023  STATE/COUNTY-  OK/GRADY
 EL1023  COUNTRY     -  US
 EL1023  USGS QUAD   -  EAST ROARING CREEK (2018)
 EL1023
 EL1023                         *CURRENT SURVEY CONTROL
 EL1023  ______________________________________________________________________
 EL1023* NAD 83(1993) POSITION- 34 50 28.66162(N) 097 45 18.15377(W)   ADJUSTED
 EL1023* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 EL1023  ______________________________________________________________________
 EL1023  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 EL1023  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 EL1023  HORZ ORDER      -  SECOND
 EL1023
 EL1023.The horizontal coordinates were established by classical geodetic methods
 EL1023.and adjusted by the National Geodetic Survey in November 1994.
 EL1023
 EL1023.The orthometric height was scaled from a topographic map.
 EL1023
 EL1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1023.GEOID18 height accuracy estimate available here.
 EL1023
 EL1023.Click photographs - Photos may exist for this station.
 EL1023
 EL1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1023
 EL1023. The following values were computed from the NAD 83(1993) position.
 EL1023
 EL1023;                    North         East     Units Scale Factor Converg.
 EL1023;SPC OK S     -   167,296.605   622,403.560   MT  0.99994597   +0 08 20.6
 EL1023;SPC OK S     -   548,872.28  2,042,002.35   sFT  0.99994597   +0 08 20.6
 EL1023;UTM  14      - 3,856,150.070   613,826.458   MT  0.99975969   +0 42 40.8
 EL1023
 EL1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1023!SPC OK S     -   0.99994692  x   0.99994597  =   0.99989290
 EL1023!UTM  14      -   0.99994692  x   0.99975969  =   0.99970663
 EL1023
 EL1023:                Primary Azimuth Mark                     Grid Az
 EL1023:SPC OK S     -  MORRIS AZ MK                             352 29 02.8
 EL1023:UTM  14      -  MORRIS AZ MK                             351 54 42.6
 EL1023
 EL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1382656150(NAD 83)
 EL1023
 EL1023|---------------------------------------------------------------------|
 EL1023| PID    Reference Object                     Distance      Geod. Az  |
 EL1023|                                                           dddmmss.s |
 EL1023| EL0982 LINDSAY RURAL ELEC COOP MAST        APPROX.12.6 KM 0875951.5 |
 EL1023| EL0979 LINDSAY MUNICIPAL TANK              APPROX.14.0 KM 0912503.9 |
 EL1023| EL0981 LINDSAY WELL SERV CO MAST           APPROX.12.3 KM 0913423.4 |
 EL1023| CY2610 MORRIS RM 1                          23.259 METERS 13835     |
 EL1023| CY2611 MORRIS RM 2                          25.308 METERS 22700     |
 EL1023| EL1021 TT 39                               102.415 METERS 27009     |
 EL1023| CY2609 MORRIS AZ MK                                       3523723.4 |
 EL1023|---------------------------------------------------------------------|
 EL1023
 EL1023                          SUPERSEDED SURVEY CONTROL
 EL1023
 EL1023  NAD 83(1986)-  34 50 28.66629(N)    097 45 18.13760(W) AD(       ) 2
 EL1023  NAD 27      -  34 50 28.40894(N)    097 45 17.00737(W) AD(       ) 2
 EL1023
 EL1023.Superseded values are not recommended for survey control.
 EL1023
 EL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1023.See file dsdata.pdf to determine how the superseded data were derived.
 EL1023
 EL1023_MARKER: DS = TRIANGULATION STATION DISK
 EL1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1023_STAMPING: MORRIS 1957
 EL1023_MARK LOGO: CGS
 EL1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1023+STABILITY: SURFACE MOTION
 EL1023
 EL1023  HISTORY     - Date     Condition        Report By
 EL1023  HISTORY     - 1957     MONUMENTED       CGS
 EL1023  HISTORY     - 1976     GOOD             DMA
 EL1023
 EL1023                          STATION DESCRIPTION
 EL1023
 EL1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1023'STATION IS ABOUT 3 MILES SOUTHEAST OF BRADLEY, 5 MILES
 EL1023'SOUTH-SOUTHWEST OF ALEX, 1/2 MILE SOUTH OF A FARM HOUSE, ON THE
 EL1023'HIGHEST POINT AND ON THE SOUTH SIDE OF PASTURE LAND OWNED BY MRS.
 EL1023'C.L. MORRIS AND IN SECTION 5, T 4 N, R 5 W.
 EL1023'
 EL1023'REACHED FROM THE CAUTION LIGHT AT THE CROSSROADS IN BRADLEY, GO
 EL1023'NORTHWESTERLY ON STATE HIGHWAY 19 FOR 3.1 MILES TO A DIAGONAL
 EL1023'CROSSROADS, TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 3.0 MILES
 EL1023'TO A T-JUNCTION, TURN LEFT AND GO EAST AND SOUTH FOR 0.5 MILE
 EL1023'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.5 MILE
 EL1023'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 2.64 FEET
 EL1023'TO THE HIGHEST POINT OF A GRADE AND THE STATION ON THE LEFT.
 EL1023'
 EL1023'STATION MARKS ARE STANDARD DISKS, STAMPED MORRIS 1957.  THE
 EL1023'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 EL1023'8 INCHES.  IT IS 264 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 EL1023'ROAD, 32 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT
 EL1023'SOUTH OF A RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS SET 1
 EL1023'FOOT SOUTH OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 EL1023'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 EL1023'
 EL1023'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MORRIS NO 1 1957, SET
 EL1023'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 28
 EL1023'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH OF
 EL1023'AN EAST-WEST RIGHT-OF-WAY FENCE.
 EL1023'
 EL1023'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MORRIS NO 2 1957, SET
 EL1023'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 26
 EL1023'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT NORTH
 EL1023'OF THE RIGHT-OF-WAY FENCE.
 EL1023'
 EL1023'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MORRIS 1957, SET IN A
 EL1023'10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 125 FEET
 EL1023'NORTH-NORTHWEST OF A POWERLINE POLE, 23 FEET EAST OF THE CENTER
 EL1023'OF THE NORTH-SOUTH AND 2 FEET SOUTH OF A T-JUNCTION OF FENCELINES.
 EL1023'A WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 EL1023'
 EL1023'T T 39 LEE A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH MARK
 EL1023'DISK, STAMPED T T 39 LEE 1958, SET IN A 6-INCH ROUND CONCRETE POST
 EL1023'PROJECTING 6 INCHES IS 29 FEET NORTH OF THE CENTER OF THE EAST-WEST
 EL1023'ROAD, 25 FEET EAST OF THE NORTH-SOUTH ROAD AND 3 FEET NORTHEAST OF
 EL1023'A FENCE CORNER.
 EL1023'
 EL1023'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EL1023
 EL1023                          STATION RECOVERY (1976)
 EL1023
 EL1023'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1023'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 EL1023'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  TT 39 LEE USGS
 EL1023'BENCH MARK WAS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1163 ***********************************************************************
 FH1163  DESIGNATION -  MORRIS
 FH1163  PID         -  FH1163
 FH1163  STATE/COUNTY-  OK/OKMULGEE
 FH1163  COUNTRY     -  US
 FH1163  USGS QUAD   -  MORRIS (2018)
 FH1163
 FH1163                         *CURRENT SURVEY CONTROL
 FH1163  ______________________________________________________________________
 FH1163* NAD 83(1993) POSITION- 35 36 53.46961(N) 095 50 08.22228(W)   ADJUSTED
 FH1163* NAVD 88 ORTHO HEIGHT -   230.1   (meters)      755.    (feet) VERTCON3
 FH1163  ______________________________________________________________________
 FH1163  GEOID HEIGHT    -        -29.276 (meters)                     GEOID18
 FH1163  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 FH1163  HORZ ORDER      -  SECOND
 FH1163
 FH1163.The horizontal coordinates were established by classical geodetic methods
 FH1163.and adjusted by the National Geodetic Survey in November 1994.
 FH1163
 FH1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1163
 FH1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1163.GEOID18 height accuracy estimate available here.
 FH1163
 FH1163.Click photographs - Photos may exist for this station.
 FH1163
 FH1163.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1163
 FH1163. The following values were computed from the NAD 83(1993) position.
 FH1163
 FH1163;                    North         East     Units Scale Factor Converg.
 FH1163;SPC OK N     -    70,405.460   796,075.308   MT  0.99999160   +1 16 38.3
 FH1163;SPC OK N     -   230,988.58  2,611,790.41   sFT  0.99999160   +1 16 38.3
 FH1163;UTM  15      - 3,944,934.193   243,161.654   MT  1.00041297   -1 39 07.8
 FH1163
 FH1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1163!SPC OK N     -   0.99996848  x   0.99999160  =   0.99996008
 FH1163!UTM  15      -   0.99996848  x   1.00041297  =   1.00038143
 FH1163
 FH1163:                Primary Azimuth Mark                     Grid Az
 FH1163:SPC OK N     -  MORRIS MUNICIPAL WATER TK                251 48 04.1
 FH1163:UTM  15      -  MORRIS MUNICIPAL WATER TK                254 43 50.2
 FH1163
 FH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4316144934(NAD 83)
 FH1163
 FH1163|---------------------------------------------------------------------|
 FH1163| PID    Reference Object                     Distance      Geod. Az  |
 FH1163|                                                           dddmmss.s |
 FH1163| CI2568 MORRIS RM 2                          14.392 METERS 06920     |
 FH1163| FH1164 MORRIS MUNICIPAL WATER TK           APPROX. 2.5 KM 2530442.4 |
 FH1163| CI2567 MORRIS RM 1                          13.437 METERS 32207     |
 FH1163|---------------------------------------------------------------------|
 FH1163
 FH1163                          SUPERSEDED SURVEY CONTROL
 FH1163
 FH1163  NAD 83(1986)-  35 36 53.49523(N)    095 50 08.21309(W) AD(       ) 2
 FH1163  NAD 27      -  35 36 53.12683(N)    095 50 07.24296(W) AD(       ) 2
 FH1163  NGVD 29 (07/19/86)  230.0    (m)          755.     (f) VERT ANG       
 FH1163
 FH1163.Superseded values are not recommended for survey control.
 FH1163
 FH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1163.See file dsdata.pdf to determine how the superseded data were derived.
 FH1163
 FH1163_MARKER: DD = SURVEY DISK
 FH1163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1163+WITH SETTING: INFORMATION.
 FH1163_STAMPING: ET MORRIS 1968
 FH1163_MARK LOGO: USGS
 FH1163_PROJECTION: FLUSH
 FH1163_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1163
 FH1163  HISTORY     - Date     Condition        Report By
 FH1163  HISTORY     - 1968     MONUMENTED       USGS
 FH1163  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FH1163
 FH1163                          STATION DESCRIPTION
 FH1163
 FH1163'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1163'THE STATION IS ABOUT 1.6 MI ENE. OF MORRIS, T. 13 N., R. 14 E.,
 FH1163'NEAR THE CENTER OF THE W. HALF OF SEC. 9, ABOUT 40 FT S. AND 30 FT
 FH1163'E. OF AN OIL TANK, ABOUT 0.15 MI E. OF A GRAVEL RD. ON TOP OF SMALL
 FH1163'RISE.
 FH1163'
 FH1163'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 52 AND
 FH1163'STATE HWY. 56 IN MORRIS, GO E. ON STATE HWY. 56 FOR 1.3 MI TO A
 FH1163'CROSSROADS, TURN LEFT AND GO N. FOR 0.35 MI TO A DRIVEWAY E.,
 FH1163'TURN RIGHT AND GO E. FOR 150 FT TO A GATE IN CORRAL, GO THROUGH
 FH1163'FOR 100 FT TO ANOTHER GATE, GO THROUGH THIS GATE AND FOLLOW TRAIL
 FH1163'TO THE N. FOR 0.1 MI TO AN OIL TANK AND STATION ON THE LEFT.
 FH1163'
 FH1163'STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 FH1163'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL TO
 FH1163'WITHIN 1 IN. OF CAP.  STAMPED ET MORRIS 1968, 40 FT S. AND 30 FT
 FH1163'E. OF AN OIL TANK, 14 FT S. OF A FENCE, 13.4 FT S. OF A METAL
 FH1163'WITNESS POST.  IT IS FLUSH WITH THE GROUND.
 FH1163'
 FH1163'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1163'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 FH1163'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MORRIS NO 1 1968, IS NNW. OF
 FH1163'THE STATION, 4 FT S. OF OIL TANK, 3 FT S. OF FENCE.  IT IS FLUSH
 FH1163'WITH THE GROUND.
 FH1163'
 FH1163'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1163'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 FH1163'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED MORRIS NO 2 1968, IS
 FH1163'ENE OF STATION, 5 FT S. OF A FENCE CORNER.  IT IS FLUSH WITH THE
 FH1163'GROUND.
 FH1163'
 FH1163'NO AZIMUTH MARK SET.
 FH1163'
 FH1163'REFERENCE AZIMUTH USED - MORRIS MWT
 FH1163
 FH1163                          STATION RECOVERY (1997)
 FH1163
 FH1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH1163'A THOROUGH SEARCH REVEALED NO VIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0706 ***********************************************************************
 GH0706  DESIGNATION -  MORRISON MUNICIPAL TANK
 GH0706  PID         -  GH0706
 GH0706  STATE/COUNTY-  OK/NOBLE
 GH0706  COUNTRY     -  US
 GH0706  USGS QUAD   -  MORRISON (2018)
 GH0706
 GH0706                         *CURRENT SURVEY CONTROL
 GH0706  ______________________________________________________________________
 GH0706* NAD 83(1993) POSITION- 36 18 01.73393(N) 097 00 25.48867(W)   ADJUSTED
 GH0706  ______________________________________________________________________
 GH0706  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 GH0706  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 GH0706  HORZ ORDER      -  THIRD
 GH0706
 GH0706.The horizontal coordinates were established by classical geodetic methods
 GH0706.and adjusted by the National Geodetic Survey in November 1994.
 GH0706
 GH0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0706.GEOID18 height accuracy estimate available here.
 GH0706
 GH0706.Click photographs - Photos may exist for this station.
 GH0706
 GH0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0706
 GH0706. The following values were computed from the NAD 83(1993) position.
 GH0706
 GH0706;                    North         East     Units Scale Factor Converg.
 GH0706;SPC OK N     -   144,748.797   689,178.278   MT  0.99994809   +0 35 09.5
 GH0706;SPC OK N     -   474,896.68  2,261,079.07   sFT  0.99994809   +0 35 09.5
 GH0706;UTM  14      - 4,019,119.959   678,944.153   MT  0.99999454   +1 10 48.6
 GH0706
 GH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7894419119(NAD 83)
 GH0706
 GH0706                          SUPERSEDED SURVEY CONTROL
 GH0706
 GH0706  NAD 83(1986)-  36 18 01.74513(N)    097 00 25.47434(W) AD(       ) 3
 GH0706  NAD 27      -  36 18 01.57636(N)    097 00 24.33457(W) AD(       ) 3
 GH0706
 GH0706.Superseded values are not recommended for survey control.
 GH0706
 GH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0706.See file dsdata.pdf to determine how the superseded data were derived.
 GH0706
 GH0706_MARKER: 53 = ELEVATED TANK
 GH0706
 GH0706  HISTORY     - Date     Condition        Report By
 GH0706  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0706
 GH0706                          STATION DESCRIPTION
 GH0706
 GH0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0706'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH
 GH0706'ELEVATED TANK, LOCATED IN THE TOWN OF MORRISON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7913 ***********************************************************************
 DR7913  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7913  DESIGNATION -  MOTHER ROAD
 DR7913  PID         -  DR7913
 DR7913  STATE/COUNTY-  OK/TULSA
 DR7913  COUNTRY     -  US
 DR7913  USGS QUAD   -  TULSA (2019)
 DR7913
 DR7913                         *CURRENT SURVEY CONTROL
 DR7913  ______________________________________________________________________
 DR7913* NAD 83(2011) POSITION- 36 08 51.73615(N) 095 57 26.50409(W)   ADJUSTED
 DR7913* NAD 83(2011) ELLIP HT-   198.445 (meters)        (01/20/22)   ADJUSTED
 DR7913* NAD 83(2011) EPOCH   -  2010.00
 DR7913* NAVD 88 ORTHO HEIGHT -   227.41  (meters)      746.1   (feet) GPS OBS
 DR7913  ______________________________________________________________________
 DR7913  GEOID HEIGHT    -        -28.939 (meters)                     GEOID18
 DR7913  NAD 83(2011) X  -   -535,185.470 (meters)                     COMP
 DR7913  NAD 83(2011) Y  - -5,128,660.322 (meters)                     COMP
 DR7913  NAD 83(2011) Z  -  3,741,555.559 (meters)                     COMP
 DR7913  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DR7913
 DR7913  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7913  Standards:
 DR7913         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7913            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7913  -------------------------------------------------------------------
 DR7913  NETWORK    0.47   0.88           0.20   0.18   0.45      0.06470034
 DR7913  -------------------------------------------------------------------
 DR7913  Click here for local accuracies and other accuracy information.
 DR7913
 DR7913.The horizontal coordinates were established by GPS observations
 DR7913.and adjusted by the CITY OF TULSA in January 2022.
 DR7913
 DR7913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7913.been affixed to the stable North American tectonic plate. See 
 DR7913.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7913
 DR7913.The horizontal coordinates are valid at the epoch date displayed above
 DR7913.which is a decimal equivalence of Year/Month/Day.
 DR7913
 DR7913.The orthometric height was determined by GPS observations and a
 DR7913.high-resolution geoid model using precise GPS observation and
 DR7913.processing techniques.
 DR7913
 DR7913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7913.GEOID18 height accuracy estimate available here.
 DR7913
 DR7913.Click photographs - Photos may exist for this station.
 DR7913
 DR7913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7913
 DR7913.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7913
 DR7913.The ellipsoidal height was determined by GPS observations
 DR7913.and is referenced to NAD 83.
 DR7913
 DR7913. The following values were computed from the NAD 83(2011) position.
 DR7913
 DR7913;                    North         East     Units Scale Factor Converg.
 DR7913;SPC OK N     -   129,274.668   783,804.120   MT  0.99994547   +1 12 19.6
 DR7913;SPC OK N     -   424,128.64  2,571,530.68   sFT  0.99994547   +1 12 19.6
 DR7913;UTM  15      - 4,004,383.911   233,921.656   MT  1.00047242   -1 44 43.7
 DR7913;UTM  14      - 4,004,621.161   773,752.888   MT  1.00052348   +1 47 45.1
 DR7913
 DR7913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7913!SPC OK N     -   0.99996886  x   0.99994547  =   0.99991433
 DR7913!UTM  15      -   0.99996886  x   1.00047242  =   1.00044126
 DR7913!UTM  14      -   0.99996886  x   1.00052348  =   1.00049232
 DR7913
 DR7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3392104383(NAD 83)
 DR7913
 DR7913                          SUPERSEDED SURVEY CONTROL
 DR7913
 DR7913.No superseded survey control is available for this station.
 DR7913
 DR7913_MARKER: DV = VERTICAL CONTROL DISK
 DR7913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7913_STAMPING: MOTHER ROAD 2016 18
 DR7913_MARK LOGO: COTOK
 DR7913_PROJECTION: FLUSH
 DR7913_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7913+STABILITY: SURFACE MOTION
 DR7913
 DR7913  HISTORY     - Date     Condition        Report By
 DR7913  HISTORY     - 20210924 MONUMENTED       COTOK
 DR7913
 DR7913                          STATION DESCRIPTION
 DR7913
 DR7913'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7913'THE STATION IS LOCATED ABOUT 8.5 MI (13.6 KM) EAST OF SAND SPRINGS,
 DR7913'7.1 MI (11.4 KM) SOUTHWEST OF MINGO AND 2.0 MI (3.2 KM) EAST-SOUTHEAST
 DR7913'OF TULSA.
 DR7913'
 DR7913'TO REACH FROM THE INTERSECTION OF THE INTERSECTION OF S LEWIS AVENUE
 DR7913'AND 11TH STREET (AKA ROUTE 66) PROCEED EAST FOR 240 FT (73.2 M) TO THE
 DR7913'STATION ON THE RIGHT (SOUTH SIDE OF 11TH).
 DR7913'
 DR7913'IT IS 79.9 FT (24.4 M) EAST-NORTHEAST OF MANHOLE, 59.2 FT (18.0 M)
 DR7913'EAST-SOUTHEAST OF WATER METER, 30 FT (9.1 M) SOUTH OF THE CENTERLINE
 DR7913'OF 11TH STREET, 19.2 FT (5.9 M) NORTHEAST OF CUT X TOP OF CURB FOR
 DR7913'PARKING LOT, 18.7 FT (5.7 M) NORTH-NORTHEAST OF CUT X TOP OF CURB FOR
 DR7913'PARKING LOT, 11.6 FT (3.5 M) SOUTHEAST OF CUT X TOP OF CURB FOR 11TH
 DR7913'STREET SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT
 DR7913'0.1 FT (3 CM) HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0968 ***********************************************************************
 EK0968  DESIGNATION -  MOUND
 EK0968  PID         -  EK0968
 EK0968  STATE/COUNTY-  OK/MCCURTAIN
 EK0968  COUNTRY     -  US
 EK0968  USGS QUAD   -  WRIGHT CITY (2018)
 EK0968
 EK0968                         *CURRENT SURVEY CONTROL
 EK0968  ______________________________________________________________________
 EK0968* NAD 83(1993) POSITION- 34 04 46.27011(N) 095 05 08.81406(W)   ADJUSTED
 EK0968* NAVD 88 ORTHO HEIGHT -   145.    (meters)      476.    (feet) SCALED
 EK0968  ______________________________________________________________________
 EK0968  GEOID HEIGHT    -        -29.188 (meters)                     GEOID18
 EK0968  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC18
 EK0968  HORZ ORDER      -  SECOND
 EK0968
 EK0968.The horizontal coordinates were established by classical geodetic methods
 EK0968.and adjusted by the National Geodetic Survey in November 1994.
 EK0968
 EK0968.The orthometric height was scaled from a topographic map.
 EK0968
 EK0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0968.GEOID18 height accuracy estimate available here.
 EK0968
 EK0968.Click photographs - Photos may exist for this station.
 EK0968
 EK0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0968
 EK0968. The following values were computed from the NAD 83(1993) position.
 EK0968
 EK0968;                    North         East     Units Scale Factor Converg.
 EK0968;SPC OK S     -    86,652.115   868,934.075   MT  0.99997448   +1 39 15.0
 EK0968;SPC OK S     -   284,291.15  2,850,827.88   sFT  0.99997448   +1 39 15.0
 EK0968;UTM  15      - 3,772,936.407   307,546.310   MT  1.00005659   -1 10 08.8
 EK0968
 EK0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0968!SPC OK S     -   0.99998181  x   0.99997448  =   0.99995629
 EK0968!UTM  15      -   0.99998181  x   1.00005659  =   1.00003840
 EK0968
 EK0968:                Primary Azimuth Mark                     Grid Az
 EK0968:SPC OK S     -  MOUND AZ MK                              061 00 30.2
 EK0968:UTM  15      -  MOUND AZ MK                              063 49 54.0
 EK0968
 EK0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0754672936(NAD 83)
 EK0968
 EK0968|---------------------------------------------------------------------|
 EK0968| PID    Reference Object                     Distance      Geod. Az  |
 EK0968|                                                           dddmmss.s |
 EK0968| CY2618 MOUND RM 1                           15.070 METERS 05925     |
 EK0968| CY2617 MOUND AZ MK                                        0623945.2 |
 EK0968| DM1313 MILLERTON STORY LUMBER CO TANK      APPROX.12.4 KM 1475839.8 |
 EK0968| DM1314 MILLERTON STORY LUMBER CO STK       APPROX.12.4 KM 1480150.0 |
 EK0968| CY2619 MOUND RM 2                           17.023 METERS 14917     |
 EK0968|---------------------------------------------------------------------|
 EK0968
 EK0968                          SUPERSEDED SURVEY CONTROL
 EK0968
 EK0968  NAD 83(1986)-  34 04 46.27496(N)    095 05 08.80241(W) AD(       ) 2
 EK0968  NAD 27      -  34 04 45.89500(N)    095 05 07.98100(W) AD(       ) 2
 EK0968
 EK0968.Superseded values are not recommended for survey control.
 EK0968
 EK0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0968.See file dsdata.pdf to determine how the superseded data were derived.
 EK0968
 EK0968_MARKER: DS = TRIANGULATION STATION DISK
 EK0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0968_STAMPING: MOUND 1951
 EK0968_MARK LOGO: CGS
 EK0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0968+STABILITY: SURFACE MOTION
 EK0968
 EK0968  HISTORY     - Date     Condition        Report By
 EK0968  HISTORY     - 1951     MONUMENTED       CGS
 EK0968
 EK0968                          STATION DESCRIPTION
 EK0968
 EK0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0968'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF VALLIANT AND
 EK0968'1/4 MILE SOUTH OF THE MOUND GROVE SCHOOL.  IT IS ABOUT 1/4
 EK0968'MILE EAST OF A GRAVEL ROAD, 54 FEET NORTHEAST OF A TRACK
 EK0968'ROAD AND IS ON A WOODED KNOLL, THE HIGHEST GROUND IN THE
 EK0968'VICINITY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EK0968'MOUND 1951.
 EK0968'
 EK0968'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  THE MARK
 EK0968'PROJECTS 8 INCHES AND THE DISK IS STAMPED MOUND NO 1 1951.
 EK0968'
 EK0968'REFERENCE MARK NO. 2 IS 40 FEET NORTHEAST OF A TRACK ROAD.
 EK0968'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MOUND
 EK0968'NO 2 1951.
 EK0968'
 EK0968'THE AZIMUTH MARK IS 2 FEET NORTH OF A WITNESS POST AND 1 FOOT
 EK0968'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 EK0968'IS STAMPED MOUND 1951.
 EK0968'
 EK0968'TO REACH THE STATION FROM THE MAIN INTERSECTION IN VALLIANT,
 EK0968'GO NORTH THROUGH THE MAIN PART OF TOWN ON A GRAVEL ROAD FOR
 EK0968'1.1 MILES TO WHERE THE ROAD FORKS, TAKE THE LEFT FORK AND
 EK0968'GO NORTH FOR 0.65 MILE TO A RAILROAD UNDERPASS, CONTINUE
 EK0968'NORTH FOR 3.8 MILES TO A DRIVEWAY ON THE RIGHT, (THIS IS
 EK0968'ABOUT 0.1 MILE SOUTH OF A SMALL SERVICE STATION) TURN RIGHT
 EK0968'AND GO EAST, BEARING RIGHT AROUND A FARMHOUSE, FOR 0.15 MILE
 EK0968'TO THE TOP OF A WOODED KNOLL AND THE STATION.
 EK0968'
 EK0968'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.15
 EK0968'MILE TO THE YARD GATE AND CATTLEGUARD, TURN RIGHT AND GO
 EK0968'NORTH ON A TRACK ROAD FOR 0.1 MILE, TURN RIGHT AND GO EAST
 EK0968'FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 EK0968'NORTH ALONG EAST SIDE OF A FARM HOUSE, PASSING THROUGH TWO
 EK0968'WIRE GATES, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE WEST
 EK0968'SIDE OF A CULTIVATED FIELD.
 EK0968'
 EK0968'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1156 ***********************************************************************
 FJ1156  DESIGNATION -  MOUNDS
 FJ1156  PID         -  FJ1156
 FJ1156  STATE/COUNTY-  OK/TULSA
 FJ1156  COUNTRY     -  US
 FJ1156  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1156
 FJ1156                         *CURRENT SURVEY CONTROL
 FJ1156  ______________________________________________________________________
 FJ1156* NAD 83(1993) POSITION- 35 53 25.13865(N) 096 00 55.02187(W)   ADJUSTED
 FJ1156* NAVD 88 ORTHO HEIGHT -   221.0   (meters)      725.    (feet) VERTCON3
 FJ1156  ______________________________________________________________________
 FJ1156  GEOID HEIGHT    -        -28.900 (meters)                     GEOID18
 FJ1156  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 FJ1156  HORZ ORDER      -  SECOND
 FJ1156
 FJ1156.The horizontal coordinates were established by classical geodetic methods
 FJ1156.and adjusted by the National Geodetic Survey in November 1994.
 FJ1156
 FJ1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1156
 FJ1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1156.GEOID18 height accuracy estimate available here.
 FJ1156
 FJ1156.Click photographs - Photos may exist for this station.
 FJ1156
 FJ1156.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1156
 FJ1156. The following values were computed from the NAD 83(1993) position.
 FJ1156
 FJ1156;                    North         East     Units Scale Factor Converg.
 FJ1156;SPC OK N     -   100,614.345   779,176.619   MT  0.99995704   +1 10 16.6
 FJ1156;SPC OK N     -   330,098.90  2,556,348.62   sFT  0.99995704   +1 10 16.6
 FJ1156;UTM  14      - 3,975,899.032   769,415.794   MT  1.00049450   +1 45 02.9
 FJ1156;UTM  15      - 3,975,983.829   227,824.209   MT  1.00051293   -1 46 07.5
 FJ1156
 FJ1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1156!SPC OK N     -   0.99996985  x   0.99995704  =   0.99992689
 FJ1156!UTM  14      -   0.99996985  x   1.00049450  =   1.00046434
 FJ1156!UTM  15      -   0.99996985  x   1.00051293  =   1.00048277
 FJ1156
 FJ1156:                Primary Azimuth Mark                     Grid Az
 FJ1156:SPC OK N     -  AT T COMMUNICATION TOWER                 239 37 54.0
 FJ1156:UTM  14      -  AT T COMMUNICATION TOWER                 239 03 07.7
 FJ1156:UTM  15      -  AT T COMMUNICATION TOWER                 242 34 18.1
 FJ1156
 FJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6941575899(NAD 83)
 FJ1156
 FJ1156|---------------------------------------------------------------------|
 FJ1156| PID    Reference Object                     Distance      Geod. Az  |
 FJ1156|                                                           dddmmss.s |
 FJ1156| CI2569 MOUNDS RM 1                          14.062 METERS 17846     |
 FJ1156| CI0110 AT T COMMUNICATION TOWER                           2404810.6 |
 FJ1156| CI2570 MOUNDS RM 2                          15.868 METERS 35531     |
 FJ1156|---------------------------------------------------------------------|
 FJ1156
 FJ1156                          SUPERSEDED SURVEY CONTROL
 FJ1156
 FJ1156  NAD 83(1986)-  35 53 25.16316(N)    096 00 55.00536(W) AD(       ) 2
 FJ1156  NAD 27      -  35 53 24.81437(N)    096 00 54.02960(W) AD(       ) 2
 FJ1156  NGVD 29 (07/19/86)  220.7    (m)          724.     (f) VERT ANG       
 FJ1156
 FJ1156.Superseded values are not recommended for survey control.
 FJ1156
 FJ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1156.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1156
 FJ1156_MARKER: DD = SURVEY DISK
 FJ1156_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1156+WITH SETTING: INFORMATION.
 FJ1156_STAMPING: ET MOUNDS 1968
 FJ1156_MARK LOGO: USGS
 FJ1156_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1156
 FJ1156  HISTORY     - Date     Condition        Report By
 FJ1156  HISTORY     - 1968     MONUMENTED       USGS
 FJ1156
 FJ1156                          STATION DESCRIPTION
 FJ1156
 FJ1156'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FJ1156'THE STATION IS ABOUT 3 MI NE. OF MOUNDS, OKLAHOMA, NEAR THE
 FJ1156'S. SIXTEENTH COR. BETWEEN SECS. 2 AND 3, T16N, R12E, ON TOP
 FJ1156'OF RIDGE.
 FJ1156'
 FJ1156'TO REACH FROM THE JCT. OF U.S. HWY. 75 AND STATE HWY. 67, GO
 FJ1156'S. ON U.S. HWY. 75 FOR 4.8 MI AND STATION ON LEFT ON
 FJ1156'HWY. RIGHT-OF-WAY.
 FJ1156'
 FJ1156'STATION MARK, STAMPED ET MOUNDS 1968 IS 65 FT E. OF CENTER OF
 FJ1156'N. BOUND LANE AT T-FENCE E., 3 FT W. OF E. RIGHT-OF-WAY FENCE, 3
 FJ1156'FT W. OF USGS WITNESS POST.
 FJ1156'
 FJ1156'REFERENCE MARK 1, STAMPED MOUNDS NO 1 1968 IS 46 FT S. AND 65 FT
 FJ1156'E. OF CENTER OF N. BOUND LANE AT T-FENCE E., 3 FT W. OF
 FJ1156'E. RIGHT-OF-WAY FENCE.
 FJ1156'
 FJ1156'REFERENCE MARK 2, STAMPED MOUNDS NO 2 1968 IS 52 FT N. AND 62 FT
 FJ1156'E. OF CENTER OF N. BOUND LANE AT T-FENCE E., 6 FT W. OF
 FJ1156'E. RIGHT-OF-WAY FENCE.
 FJ1156'
 FJ1156'ALL MARKS STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS
 FJ1156'CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL TO
 FJ1156'WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE GROUND.
 FJ1156'
 FJ1156'NO AZIMUTH MARK SET.
 FJ1156'
 FJ1156'REFERENCE AZIMUTH USED - AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 FJ1156'COMMUNICATIONS MICRO-WAVE TOWER - CENTER OF RED LIGHT.
 FJ1156'
 FJ1156'AMERICAN TELEPHONE AND TELEGRAPH COMMUNICATIONS MICRO-WAVE
 FJ1156'TOWER - STATION IS CENTER TOWER OF THE AMERICAN TELEPHONE AND
 FJ1156'TELEGRAPH COMMUNICATIONS MICRO-WAVE TOWER.  THE RED LIGHT WAS NOT
 FJ1156'VISIBLE, T. 16 N., R. 11 E., NEAR THE CENTER OF THE SE. QUARTER
 FJ1156'OF SEC. 28.
 FJ1156'
 FJ1156'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1166 ***********************************************************************
 FJ1166  DESIGNATION -  MOUNTAIN
 FJ1166  PID         -  FJ1166
 FJ1166  STATE/COUNTY-  OK/CREEK
 FJ1166  COUNTRY     -  US
 FJ1166  USGS QUAD   -  KIEFER SW (2018)
 FJ1166
 FJ1166                         *CURRENT SURVEY CONTROL
 FJ1166  ______________________________________________________________________
 FJ1166* NAD 83(1993) POSITION- 35 51 04.01424(N) 096 14 04.40159(W)   ADJUSTED
 FJ1166* NAVD 88 ORTHO HEIGHT -   288.8   (meters)      948.    (feet) VERTCON3
 FJ1166  ______________________________________________________________________
 FJ1166  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 FJ1166  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 FJ1166  HORZ ORDER      -  SECOND
 FJ1166
 FJ1166.The horizontal coordinates were established by classical geodetic methods
 FJ1166.and adjusted by the National Geodetic Survey in November 1994.
 FJ1166
 FJ1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1166
 FJ1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1166.GEOID18 height accuracy estimate available here.
 FJ1166
 FJ1166.Click photographs - Photos may exist for this station.
 FJ1166
 FJ1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1166
 FJ1166. The following values were computed from the NAD 83(1993) position.
 FJ1166
 FJ1166;                    North         East     Units Scale Factor Converg.
 FJ1166;SPC OK N     -    95,883.289   759,462.526   MT  0.99996056   +1 02 30.7
 FJ1166;SPC OK N     -   314,577.09  2,491,669.97   sFT  0.99996056   +1 02 30.7
 FJ1166;UTM  14      - 3,970,966.654   749,741.240   MT  1.00036862   +1 37 13.8
 FJ1166
 FJ1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1166!SPC OK N     -   0.99995916  x   0.99996056  =   0.99991972
 FJ1166!UTM  14      -   0.99995916  x   1.00036862  =   1.00032776
 FJ1166
 FJ1166:                Primary Azimuth Mark                     Grid Az
 FJ1166:SPC OK N     -  REBAR 806                                005 51 07.7
 FJ1166:UTM  14      -  REBAR 806                                005 16 24.6
 FJ1166
 FJ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4974170966(NAD 83)
 FJ1166
 FJ1166|---------------------------------------------------------------------|
 FJ1166| PID    Reference Object                     Distance      Geod. Az  |
 FJ1166|                                                           dddmmss.s |
 FJ1166| FJ1170 REBAR 806                           APPROX. 5.6 KM 0065338.4 |
 FJ1166| CI2576 MOUNTAIN RM 1                         4.478 METERS 03136     |
 FJ1166| CI0110 AT T COMMUNICATION TOWER                           1053512.7 |
 FJ1166| CI2577 MOUNTAIN RM 2                        10.000 METERS 13729     |
 FJ1166|---------------------------------------------------------------------|
 FJ1166
 FJ1166                          SUPERSEDED SURVEY CONTROL
 FJ1166
 FJ1166  NAD 83(1986)-  35 51 04.03557(N)    096 14 04.38354(W) AD(       ) 2
 FJ1166  NAD 27      -  35 51 03.72240(N)    096 14 03.38225(W) AD(       ) 2
 FJ1166  NGVD 29 (07/19/86)  288.7    (m)          947.     (f) VERT ANG       
 FJ1166
 FJ1166.Superseded values are not recommended for survey control.
 FJ1166
 FJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1166.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1166
 FJ1166_MARKER: DD = SURVEY DISK
 FJ1166_SETTING: 66 = SET IN ROCK OUTCROP
 FJ1166_STAMPING: MOUNTAIN ET 1970
 FJ1166_MARK LOGO: USGS
 FJ1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1166+STABILITY: POSITION/ELEVATION WELL
 FJ1166
 FJ1166  HISTORY     - Date     Condition        Report By
 FJ1166  HISTORY     - 1970     MONUMENTED       USGS
 FJ1166
 FJ1166                          STATION DESCRIPTION
 FJ1166
 FJ1166'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1166'THE STATION IS ABOUT 8.7 MI ENE. OF BRISTOW AND ABOUT 6.2 MI
 FJ1166'SSW. OF KELLYVILLE, ABOUT 0.1 MI N. AND ABOUT 0.15 MI E. OF THE
 FJ1166'CENTER OF SEC. 22, T. 16 N., R. 10 E., ON A PROMINENT ROCKY GRASS
 FJ1166'COVERED HILL WHICH IS NE. OF A LARGER HILL OF APPROX. THE SAME
 FJ1166'HEIGHT.
 FJ1166'
 FJ1166'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KELLYVILLE, GO
 FJ1166'W. ON GRAVEL CITY STREET FOR 0.3 MI TO ITS JCT. WITH
 FJ1166'U.S. HWY. 66, TURN LEFT AND FOLLOW U.S. HWY. 66 SW. FOR ABOUT
 FJ1166'0.5 MI TO A CROSSROAD, TURN LEFT ON PAVED RD. AND GO S. FOR ABOUT
 FJ1166'3.5 MI TO WHERE RD. CURVES RIGHT, CONTINUE ON PAVED RD. W. AROUND
 FJ1166'CURVE FOR ABOUT 0.25 MI TO A CURVE S., FOLLOW PAVED RD. S. FOR
 FJ1166'ABOUT 2.0 MI TO WHERE RD. CURVES W., TURN LEFT OFF ON PAVED
 FJ1166'RD. AND GO E. ON DIRT RD. FOR ABOUT 0.25 MI TO A BARN ON THE
 FJ1166'LEFT AND A WIRE GATE ON THE RIGHT.  TURN S. THROUGH WIRE GATE
 FJ1166'AND FOLLOW TRAIL GENERALLY S. FOR ABOUT 0.25 MI TO A
 FJ1166'T-FENCE S., CONTINUE ON FOOT SW. ABOUT 1000 FT TO THE
 FJ1166'TOP OF A ROCKY GRASS COVERED HILL TO THE STATION NEAR THE N. END
 FJ1166'OF THE HILL.
 FJ1166'
 FJ1166'STATION MARK, STAMPED ET MOUNTAIN 1970 IS ABOUT 25 FT S. OF THE
 FJ1166'N. END OF THE HILL.  15 FT E. OF THE LARGEST PROTRUDING ROCK OF
 FJ1166'THE HILLTOP.
 FJ1166'
 FJ1166'REFERENCE MARK NO. 1, STAMPED MOUNTAIN NO 1 1970 IS NNE. OF THE
 FJ1166'STATION.
 FJ1166'
 FJ1166'REFERENCE MARK NO. 2, STAMPED MOUNTAIN NO 2 1970 IS SE. OF THE
 FJ1166'STATION.  ALL MARKS ARE STANDARD TABLETS CEMENTED IN OUTCROPPING
 FJ1166'BEDROCK.
 FJ1166'
 FJ1166'NO AZIMUTH MARK WAS SET.
 FJ1166'
 FJ1166'REFERENCE AZIMUTH USED - AT AND T COMMUNICATIONS MICROWAVE
 FJ1166'TOWER.  STATION IS CENTER TOWER OF THE AMERICAN TELEPHONE AND
 FJ1166'TELEGRAPH COMMUNICATIONS MICROWAVE TOWER.  THE RED LIGHT WAS NOT
 FJ1166'VISIBLE, T. 16 N., R. 11 E., NEAR THE CENTER OF THE SE. QUARTER
 FJ1166'OF SEC. 28.  AND OKLAHOMA NATURAL GAS COMPANY CAR TELEPHONE
 FJ1166'BOOSTER TOWER - CENTER RED LIGHT ON TOWER, T. 17 N., R. 10 E.,
 FJ1166'NEAR THE CENTER OF THE NW. QUARTER OF SEC. 12.
 FJ1166'
 FJ1166'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1056 ***********************************************************************
 FH1056  DESIGNATION -  MOUNTAIN GROVE
 FH1056  PID         -  FH1056
 FH1056  STATE/COUNTY-  OK/MUSKOGEE
 FH1056  COUNTRY     -  US
 FH1056  USGS QUAD   -  WEBBERS FALLS (2018)
 FH1056
 FH1056                         *CURRENT SURVEY CONTROL
 FH1056  ______________________________________________________________________
 FH1056* NAD 83(1993) POSITION- 35 33 28.74585(N) 095 11 53.65812(W)   ADJUSTED
 FH1056* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 FH1056  ______________________________________________________________________
 FH1056  GEOID HEIGHT    -        -29.730 (meters)                     GEOID18
 FH1056  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 FH1056  HORZ ORDER      -  SECOND
 FH1056
 FH1056.The horizontal coordinates were established by classical geodetic methods
 FH1056.and adjusted by the National Geodetic Survey in November 1994.
 FH1056
 FH1056.The orthometric height was scaled from a topographic map.
 FH1056
 FH1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1056.GEOID18 height accuracy estimate available here.
 FH1056
 FH1056.Click photographs - Photos may exist for this station.
 FH1056
 FH1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1056
 FH1056. The following values were computed from the NAD 83(1993) position.
 FH1056
 FH1056;                    North         East     Units Scale Factor Converg.
 FH1056;SPC OK N     -    65,575.291   853,984.459   MT  1.00000159   +1 39 12.4
 FH1056;SPC OK N     -   215,141.60  2,801,780.68   sFT  1.00000159   +1 39 12.4
 FH1056;SPC OK S     -   250,307.452   854,007.091   MT  1.00008030   +1 35 25.2
 FH1056;SPC OK S     -   821,217.03  2,801,854.93   sFT  1.00008030   +1 35 25.2
 FH1056;UTM  15      - 3,937,147.580   300,762.371   MT  1.00008919   -1 16 43.5
 FH1056
 FH1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1056!SPC OK N     -   0.99996290  x   1.00000159  =   0.99996449
 FH1056!SPC OK S     -   0.99996290  x   1.00008030  =   1.00004319
 FH1056!UTM  15      -   0.99996290  x   1.00008919  =   1.00005208
 FH1056
 FH1056:                Primary Azimuth Mark                     Grid Az
 FH1056:SPC OK N     -  PACE                                     256 15 41.2
 FH1056:SPC OK S     -  PACE                                     256 19 28.4
 FH1056:UTM  15      -  PACE                                     259 11 37.1
 FH1056
 FH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0076237147(NAD 83)
 FH1056
 FH1056|---------------------------------------------------------------------|
 FH1056| PID    Reference Object                     Distance      Geod. Az  |
 FH1056|                                                           dddmmss.s |
 FH1056| CI2574 MOUNTAIN GROVE RM 1                  23.342 METERS 23206     |
 FH1056| FH1067 PACE                                APPROX. 7.1 KM 2575453.6 |
 FH1056| CI2573 MOUNTAIN GROVE AZ MK                               3132921.0 |
 FH1056| CI2575 MOUNTAIN GROVE RM 2                  47.759 METERS 33230     |
 FH1056|---------------------------------------------------------------------|
 FH1056
 FH1056                          SUPERSEDED SURVEY CONTROL
 FH1056
 FH1056  NAD 83(1986)-  35 33 28.76043(N)    095 11 53.64456(W) AD(       ) 2
 FH1056  NAD 27      -  35 33 28.41200(N)    095 11 52.78100(W) AD(       ) 2
 FH1056
 FH1056.Superseded values are not recommended for survey control.
 FH1056
 FH1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1056.See file dsdata.pdf to determine how the superseded data were derived.
 FH1056
 FH1056_MARKER: DS = TRIANGULATION STATION DISK
 FH1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1056_STAMPING: MOUNTAIN GROVE 1940
 FH1056_MARK LOGO: CGS
 FH1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1056+STABILITY: SURFACE MOTION
 FH1056
 FH1056  HISTORY     - Date     Condition        Report By
 FH1056  HISTORY     - 1940     MONUMENTED       CGS
 FH1056  HISTORY     - 1960     GOOD             CGS
 FH1056
 FH1056                          STATION DESCRIPTION
 FH1056
 FH1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1056'STATION IS LOCATED ABOUT 5.0 MILES NW OF WEBBER FALLS, 7.5
 FH1056'MILES NE OF WARNER, 16.0 MILES SSE OF MUSKOGEE, ON THE HIGHEST
 FH1056'PART OF A LOW TIMBERED RIDGE.
 FH1056'
 FH1056'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1056'DISKS SET IN CONCRETE.
 FH1056'
 FH1056'STATION IS STAMPED MOUNTAIN GROVE 1940, AND PROJECTS
 FH1056'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 4.5 FEET S OF A WHITE
 FH1056'REFERENCE POST, AND 23.0 FEET E OF THE CENTER LINE OF A DIRT ROAD.
 FH1056'
 FH1056'REFERENCE MARK NO.1 IS STAMPED MOUNTAIN GROVE NO.1 1940, AND
 FH1056'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 FH1056'ELEVATION AS THE STATION, AND 35.0 FEET W OF THE CENTER LINE OF A
 FH1056'DIRT ROAD.  REFERENCE MARK NO.2 IS STAMPED MTN GROVE NO.2,
 FH1056'1940, AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 FH1056'ABOUT 3.0 FEET LOWER THAN THE STATION, AND 22.0 FEET N OF
 FH1056'THE CENTER LINE OF A DIRT ROAD.
 FH1056'
 FH1056'AZIMUTH MARK IS STAMPED MTN GROVE 1940, AND PROJECTS ABOUT
 FH1056'6 INCHES ABOVE THE GROUND.  IT IS 2.4 FEET N OF A WHITE REFERENCE
 FH1056'POST, 21.0 FEET N OF THE CENTER LINE OF A DIRT ROAD, AND
 FH1056'5.0 FEET E OF A TREE WITH A CROSS BLAZE.
 FH1056'
 FH1056'AZIMUTH MARK IS REACHED FROM STATION BY GOING N ON DIRT
 FH1056'ROAD 0.2 MILE TO AZIMUTH MARK ON THE RIGHT.
 FH1056'
 FH1056'STATION IS REACHED AS FOLLOWS- FROM WEBBER FALLS FOLLOW
 FH1056'U.S. HIGHWAY 64 SW ANS W 4.65 MILES TO CROSSROADS AT A STORE.
 FH1056'TURN RIGHT AND GO N 2.0 MILES.  TURN LEFT (W) AND GO 0.5
 FH1056'MILE TO A STONE SCHOOL.  TURN RIGHT (N) ON THE E SIDE OF
 FH1056'SCHOOL AND GO 1.25 MILES TO A FORK.  TAKE RIGHT FORK (N)
 FH1056'AND GO 0.8 MILE, THENCE RIGHT (E) 0.25 MILE, THENCE LEFT
 FH1056'(N) 0.4 MILE TO TOP OF GENTLE GRADE AND STATION ON THE RIGHT.
 FH1056'
 FH1056'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FH1056
 FH1056                          STATION RECOVERY (1960)
 FH1056
 FH1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1056'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1056'
 FH1056'THE STATION MARK IS SOUTHWEST OF A SMALL WHITE HOUSE, 24
 FH1056'FEET SOUTH OF A POWER LINE POLE WITH TRANSFORMER AND 4 FEET
 FH1056'EAST OF A RIGHT OF WAY FENCE.  ALL MARKS ARE STAMPED MTN
 FH1056'GROVE.
 FH1056'
 FH1056'THE AZIMUTH MARK IS JUST SLIGHTLY OVER 0.1 MILE NORTHWEST
 FH1056'OF THE STATION, 18 FEET SOUTHWEST OF A DEAD 20-INCH OAK TREE
 FH1056'AND ON NORTH EDGE OF ROAD BANK.
 FH1056'
 FH1056'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM WEBBERS
 FH1056'FALLS IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0853 ***********************************************************************
 EM0853  DESIGNATION -  MOUNTAIN PARK MUNICIPAL TANK
 EM0853  PID         -  EM0853
 EM0853  STATE/COUNTY-  OK/KIOWA
 EM0853  COUNTRY     -  US
 EM0853  USGS QUAD   -  SNYDER (2018)
 EM0853
 EM0853                         *CURRENT SURVEY CONTROL
 EM0853  ______________________________________________________________________
 EM0853* NAD 83(1993) POSITION- 34 41 28.89637(N) 098 57 03.10825(W)   ADJUSTED
 EM0853  ______________________________________________________________________
 EM0853  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 EM0853  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 EM0853  HORZ ORDER      -  THIRD
 EM0853
 EM0853.The horizontal coordinates were established by classical geodetic methods
 EM0853.and adjusted by the National Geodetic Survey in November 1994.
 EM0853
 EM0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0853.GEOID18 height accuracy estimate available here.
 EM0853
 EM0853.Click photographs - Photos may exist for this station.
 EM0853
 EM0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0853
 EM0853. The following values were computed from the NAD 83(1993) position.
 EM0853
 EM0853;                    North         East     Units Scale Factor Converg.
 EM0853;SPC OK S     -   151,047.527   512,879.468   MT  0.99993768   -0 32 23.0
 EM0853;SPC OK S     -   495,561.76  1,682,672.05   sFT  0.99993768   -0 32 23.0
 EM0853;UTM  14      - 3,838,818.042   504,500.567   MT  0.99960025   +0 01 40.7
 EM0853
 EM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0450038818(NAD 83)
 EM0853
 EM0853                          SUPERSEDED SURVEY CONTROL
 EM0853
 EM0853  NAD 83(1986)-  34 41 28.90647(N)    098 57 03.09673(W) AD(       ) 3
 EM0853  NAD 27      -  34 41 28.66100(N)    098 57 01.82400(W) AD(       ) 3
 EM0853
 EM0853.Superseded values are not recommended for survey control.
 EM0853
 EM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0853.See file dsdata.pdf to determine how the superseded data were derived.
 EM0853
 EM0853_MARKER: 53 = ELEVATED TANK
 EM0853
 EM0853  HISTORY     - Date     Condition        Report By
 EM0853  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0853  HISTORY     - 1948     GOOD             CGS
 EM0853  HISTORY     - 1961     GOOD             CGS
 EM0853  HISTORY     - 1963     GOOD             CGS
 EM0853
 EM0853                          STATION DESCRIPTION
 EM0853
 EM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0853'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK, ABOUT
 EM0853'100 FEET HIGH AND IS LOCATED IN CENTER OF TOWN, BLACK STEEL TANK.
 EM0853'
 EM0853'OBSERVED UPON FROM STATIONS SNYDER AND HEADRICK.
 EM0853
 EM0853                          STATION RECOVERY (1948)
 EM0853
 EM0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0853'THE STATION IS LOCATED AT THE SOUTH EDGE OF MOUNTAIN PARK AND
 EM0853'0.1 MILE WEST OF U.S. HIGHWAY 183.  IT IS A FOUR LEGGED STEEL
 EM0853'STRUCTURE SUPPORTING A TANK ON THE TOP.  IT IS PAINTED BLACK
 EM0853'AND THE OVERALL HEIGHT IS 107 FEET.  THE POINT OBSERVED UPON
 EM0853'WAS THE BALL AT THE APEX OF THE ROOF.
 EM0853'
 EM0853'PROBABLY THE SAME STATION AS MOUNTAIN PARK, MUNICIPAL TANK, 1935.
 EM0853
 EM0853                          STATION RECOVERY (1961)
 EM0853
 EM0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0853'THE STATION IS THE WATER TANK FOR THE CITY OF MOUNTAIN PARK,
 EM0853'LOCATED IN THE SOUTH CENTRAL PART OF THE CITY.
 EM0853'
 EM0853'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN PARK
 EM0853'GO WEST ON THE MAIN STREET FOR 0.05 MILE TO A CROSS STREET,
 EM0853'TURN LEFT AND GO SOUTH ON THE GRAVELED STREET FOR 0.4 MILE
 EM0853'TO THE STATION ON THE LEFT.
 EM0853'
 EM0853'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK.
 EM0853'HAVING AN OVER-ALL HEIGHT OF 90 FEET AND THE BALL AT THE
 EM0853'APEX WAS THE POINT OBSERVED UPON.
 EM0853
 EM0853                          STATION RECOVERY (1963)
 EM0853
 EM0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0853'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0704 ***********************************************************************
 GK0704  DESIGNATION -  MOUSE
 GK0704  PID         -  GK0704
 GK0704  STATE/COUNTY-  OK/TEXAS
 GK0704  COUNTRY     -  US
 GK0704  USGS QUAD   -  TEXHOMA SW (2018)
 GK0704
 GK0704                         *CURRENT SURVEY CONTROL
 GK0704  ______________________________________________________________________
 GK0704* NAD 83(1997) POSITION- 36 36 10.19581(N) 101 52 46.44871(W)   ADJUSTED
 GK0704* NAVD 88 ORTHO HEIGHT -  1062.330 (meters)     3485.33  (feet) ADJUSTED
 GK0704  ______________________________________________________________________
 GK0704  GEOID HEIGHT    -        -25.559 (meters)                     GEOID18
 GK0704  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC18
 GK0704  DYNAMIC HEIGHT  -       1061.196 (meters)     3481.61  (feet) COMP
 GK0704  MODELED GRAVITY -    979,528.8   (mgal)                       NAVD 88
 GK0704
 GK0704  HORZ ORDER      -  FIRST
 GK0704  VERT ORDER      -  SECOND    CLASS 0
 GK0704
 GK0704.The horizontal coordinates were established by classical geodetic methods
 GK0704.and adjusted by the National Geodetic Survey in October 1998.
 GK0704
 GK0704.The orthometric height was determined by differential leveling and
 GK0704.adjusted by the NATIONAL GEODETIC SURVEY
 GK0704.in June 1991.
 GK0704
 GK0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0704.GEOID18 height accuracy estimate available here.
 GK0704
 GK0704.Click photographs - Photos may exist for this station.
 GK0704
 GK0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0704
 GK0704.The dynamic height is computed by dividing the NAVD 88
 GK0704.geopotential number by the normal gravity value computed on the
 GK0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0704.degrees latitude (g = 980.6199 gals.).
 GK0704
 GK0704.The modeled gravity was interpolated from observed gravity values.
 GK0704
 GK0704. The following values were computed from the NAD 83(1997) position.
 GK0704
 GK0704;                    North         East     Units Scale Factor Converg.
 GK0704;SPC OK N     -   184,776.625   252,986.613   MT  0.99997421   -2 17 22.3
 GK0704;SPC OK N     -   606,221.31    830,006.91   sFT  0.99997421   -2 17 22.3
 GK0704;SPC TX N     - 1,288,839.002   166,034.852   MT  1.00012487   -0 13 11.9
 GK0704;SPC TX N     - 4,228,465.96    544,732.68   sFT  1.00012487   -0 13 11.9
 GK0704;UTM  14      - 4,054,675.920   242,429.238   MT  1.00041744   -1 43 04.5
 GK0704
 GK0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0704!SPC OK N     -   0.99983732  x   0.99997421  =   0.99981153
 GK0704!SPC TX N     -   0.99983732  x   1.00012487  =   0.99996217
 GK0704!UTM  14      -   0.99983732  x   1.00041744  =   1.00025469
 GK0704
 GK0704:                Primary Azimuth Mark                     Grid Az
 GK0704:SPC OK N     -  TEXHOMA CIMARRON UTIL CO TANK            144 04 34.7
 GK0704:SPC TX N     -  TEXHOMA CIMARRON UTIL CO TANK            142 00 24.3
 GK0704:UTM  14      -  TEXHOMA CIMARRON UTIL CO TANK            143 30 16.9
 GK0704
 GK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4242954675(NAD 83)
 GK0704
 GK0704|---------------------------------------------------------------------|
 GK0704| PID    Reference Object                     Distance      Geod. Az  |
 GK0704|                                                           dddmmss.s |
 GK0704| GK0706 MOUSE RM 2                           54.011 METERS 11055     |
 GK0704| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.14.0 KM 1414712.4 |
 GK0704| GK0922 TEXHOMA RIFFE BROS INC E ELEV       APPROX.14.0 KM 1444624.3 |
 GK0704| CM8656 CHIMNEY ON HOUSE                                   1913923.4 |
 GK0704| CM9592 MOUSE RM 2 AZIMUTH                                 2683659.0 |
 GK0704| GK0705 MOUSE RM 1                           31.690 METERS 35932     |
 GK0704|---------------------------------------------------------------------|
 GK0704
 GK0704                          SUPERSEDED SURVEY CONTROL
 GK0704
 GK0704  NAD 83(1993)-  36 36 10.19572(N)    101 52 46.44876(W) AD(       ) 1
 GK0704  NAD 83(1986)-  36 36 10.20776(N)    101 52 46.43498(W) AD(       ) 1
 GK0704  NAD 27      -  36 36 10.12259(N)    101 52 44.84006(W) AD(       ) 1
 GK0704  NGVD 29 (??/??/92) 1061.846  (m)         3483.74   (f) ADJ UNCH    2 0
 GK0704  NGVD 29            1061.85   (m)         3483.8    (f) LEVELING    3  
 GK0704
 GK0704.Superseded values are not recommended for survey control.
 GK0704
 GK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0704.See file dsdata.pdf to determine how the superseded data were derived.
 GK0704
 GK0704_MARKER: DS = TRIANGULATION STATION DISK
 GK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0704_STAMPING: MOUSE 1931
 GK0704_MARK LOGO: CGS
 GK0704_PROJECTION: PROJECTING 5 CENTIMETERS
 GK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0704+STABILITY: SURFACE MOTION
 GK0704
 GK0704  HISTORY     - Date     Condition        Report By
 GK0704  HISTORY     - 1931     MONUMENTED       CGS
 GK0704  HISTORY     - 1934     GOOD             CGS
 GK0704  HISTORY     - 1935     GOOD             CGS
 GK0704  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0704
 GK0704                          STATION DESCRIPTION
 GK0704
 GK0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0704'STATION IS ABOUT 9 MILES (AIR LINE) NW OF TEXHOMA, 10 MILES E
 GK0704'AND 1/2 MILE N OF STATION GRIGGS, IN SE CORNER OF SW 1/4 SEC.
 GK0704'28, T2N, R11E, 1.0 FOOT W OF N-S FENCE LINE, AND 63.63 FEET
 GK0704'N OF E-W FENCE.
 GK0704'
 GK0704'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GK0704'CONCRETE POSTS.  NO UNDERGROUND MARK SET.
 GK0704'
 GK0704'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES ABOVE GROUND,
 GK0704'IS 1.1 FEET W OF N-S FENCE LINE, AND 104.00 FEET FROM STATION.
 GK0704'
 GK0704'REFERENCE MARK NO. 2 IS FLUSH WITH SURFACE OF GROUND, 69 FEET
 GK0704'E OF N-S SECTION LINE ROAD, 45.38 FEET E OF NW CORNER POST OF
 GK0704'FENCE LINE, 2.85 FEET S OF E-W FENCE LINE, AND APPROXIMATELY
 GK0704'0.5 MILE FROM STATION.
 GK0704'
 GK0704'OTHER BEARINGS FROM THE STATION ARE--TEXHOMA RIFFES GRAIN ELEVATOR
 GK0704'S 25 DEG 14 MIN E.  HOUSE CHIMNEY, DISTANT 1 MILE, S 11 DEG 39 MIN E.
 GK0704'
 GK0704'TO REACH FROM TEXHOMA GO W FROM TEXHOMA HOTEL 0.8 MILE, N
 GK0704'1-3/4 MILES, W 2.0 MILES, N 4.0 MILES, W 3.0 MILES, N 1.0 MILE,
 GK0704'THEN E 0.5 MILE TO STATION.
 GK0704
 GK0704                          STATION RECOVERY (1934)
 GK0704
 GK0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0704'STATION IS ABOUT 13 MILES SSE OF EVA, OKLAHOMA, AND IS IN SEC.
 GK0704'28, T2N, R11E.  IT IS 1 FOOT W OF A HALF SECTION FENCE LINE
 GK0704'RUNNING N-S AND IS 65 FEET N OF THE INTERSECTION OF THE N-S
 GK0704'FENCE AND AN E-W FENCE.  THERE IS A GRADED SECTION LINE ROAD
 GK0704'0.5 MILE W OF THE STATION.
 GK0704'
 GK0704'THE STATION MARK PROJECTS 2 INCHES.
 GK0704'
 GK0704'REFERENCE MARK NO. 1 IS N OF THE STATION AND IS 1 FOOT W OF
 GK0704'THE N-S FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 GK0704'
 GK0704'REFERENCE MARK NO. 2 (1934) IS ESE OF THE STATION AND IS 1 FOOT N
 GK0704'OF THE E-W FENCE LINE.  THE MARK PROJECTS 7 INCHES.
 GK0704'
 GK0704'REFERENCE MARK NO. 2 (1931) IS ABOUT 0.5 MILE W OF THE STATION.
 GK0704'IT IS 69 FEET E OF THE CENTER OF THE SECTION LINE ROAD, 45
 GK0704'FEET E OF THE FENCE CORNER POST, AND IS 3 FEET S OF THE E-W FENCE
 GK0704'LINE.  THE MARK PROJECTS 2 INCHES.
 GK0704'
 GK0704'STATION IS REACHED FROM EVA, A STATION ON THE MISSOURI-KANSAS-TOPEKA
 GK0704'RAILROAD, WHICH IS ABOUT 13.5 MILES S OF ELKHART, KANSAS, BY
 GK0704'GOING S ON THE MAIN GRADED ROAD 2.5 MILES.  TURN E ON U.S.
 GK0704'HIGHWAY 64 AND GO 1.0 MILE, TURN S ON GRADED ROAD AND GO 11.0
 GK0704'MILES TO A GATE ON THE E SIDE OF THE ROAD.  (THE GATE IS JUST
 GK0704'N OF AN E AND W HALF SECTION LINE FENCE.) TURN OFF THE ROAD,
 GK0704'PASS THROUGH THE GATE AND GO E ALONG THE N SIDE OF THE FENCE
 GK0704'0.5 MILE TO THE STATION.
 GK0704'
 GK0704'A 35-FOOT TOWER WAS ERECTED.
 GK0704
 GK0704                          STATION RECOVERY (1935)
 GK0704
 GK0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 GK0704'12.4 MILES NORTH ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA, TEXAS
 GK0704'COUNTY, ABOUT 0.5 MILE EAST OF THE CENTER LINE OF THE ROAD, ABOUT 65
 GK0704'FEET NORTH OF A FENCE CORNER, AND 2 FEET WEST OF THE FENCE. A STANDARD
 GK0704'TRIANGULATION-STATION DISK, STAMPED MOUSE 1931 AND SET IN THE TOP OF A
 GK0704'CONCRETE POST.
 GK0704
 GK0704                          STATION RECOVERY (1971)
 GK0704
 GK0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GLD)
 GK0704'A SEARCH WAS MADE FOR ABOUT 2 HRS. AND DID NOT FIND ANY OF THE
 GK0704'MARKS.  THERE IS A GRADED ROAD GOING E AND W. NOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0705 ***********************************************************************
 GK0705  DESIGNATION -  MOUSE RM 1
 GK0705  PID         -  GK0705
 GK0705  STATE/COUNTY-  OK/TEXAS
 GK0705  COUNTRY     -  US
 GK0705  USGS QUAD   -  TEXHOMA SW (2018)
 GK0705
 GK0705                         *CURRENT SURVEY CONTROL
 GK0705  ______________________________________________________________________
 GK0705* NAD 83(1986) POSITION- 36 36 11.22   (N) 101 52 46.46   (W)   HD_HELD1
 GK0705* NAVD 88 ORTHO HEIGHT -  1062.658 (meters)     3486.40  (feet) ADJUSTED
 GK0705  ______________________________________________________________________
 GK0705  GEOID HEIGHT    -        -25.559 (meters)                     GEOID18
 GK0705  DYNAMIC HEIGHT  -       1061.525 (meters)     3482.69  (feet) COMP
 GK0705  MODELED GRAVITY -    979,528.8   (mgal)                       NAVD 88
 GK0705
 GK0705  VERT ORDER      -  SECOND    CLASS 0
 GK0705
 GK0705.The horizontal coordinates were determined by differentially corrected
 GK0705.hand held GPS observations or other comparable positioning techniques
 GK0705.and have an estimated accuracy of +/- 3 meters.
 GK0705
 GK0705.The orthometric height was determined by differential leveling and
 GK0705.adjusted by the NATIONAL GEODETIC SURVEY
 GK0705.in June 1991.
 GK0705
 GK0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0705.GEOID18 height accuracy estimate available here.
 GK0705
 GK0705.Click photographs - Photos may exist for this station.
 GK0705
 GK0705.The dynamic height is computed by dividing the NAVD 88
 GK0705.geopotential number by the normal gravity value computed on the
 GK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0705.degrees latitude (g = 980.6199 gals.).
 GK0705
 GK0705.The modeled gravity was interpolated from observed gravity values.
 GK0705
 GK0705;                    North         East    Units  Estimated Accuracy
 GK0705;SPC OK N     -   184,808.2     252,987.6     MT  (+/- 3 meters HH1 GPS) 
 GK0705
 GK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4242954707(NAD 83)
 GK0705
 GK0705                          SUPERSEDED SURVEY CONTROL
 GK0705
 GK0705  NGVD 29 (??/??/92) 1062.174  (m)         3484.82   (f) ADJ UNCH    2 0
 GK0705
 GK0705.Superseded values are not recommended for survey control.
 GK0705
 GK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0705.See file dsdata.pdf to determine how the superseded data were derived.
 GK0705
 GK0705_MARKER: DR = REFERENCE MARK DISK
 GK0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0705_STAMPING: MOUSE NO 1 1931
 GK0705_MARK LOGO: CGS
 GK0705_PROJECTION: PROJECTING 5 CENTIMETERS
 GK0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0705+STABILITY: SURFACE MOTION
 GK0705
 GK0705  HISTORY     - Date     Condition        Report By
 GK0705  HISTORY     - 1931     MONUMENTED       CGS
 GK0705  HISTORY     - 1935     GOOD             CGS
 GK0705
 GK0705                          STATION DESCRIPTION
 GK0705
 GK0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0705'12.4 MI N FROM TEXHOMA.
 GK0705'12.4 MILES NORTH ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA, TEXAS
 GK0705'COUNTY, NORTH OF TRIANGULATION-STATION MOUSE, DESCRIBED ABOVE, AND 1
 GK0705'FOOT WEST OF THE FENCE. A STANDARD REFERENCE-MARK DISK, STAMPED MOUSE
 GK0705'1 1931 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0706 ***********************************************************************
 GK0706  DESIGNATION -  MOUSE RM 2
 GK0706  PID         -  GK0706
 GK0706  STATE/COUNTY-  OK/TEXAS
 GK0706  COUNTRY     -  US
 GK0706  USGS QUAD   -  TEXHOMA SW (2018)
 GK0706
 GK0706                         *CURRENT SURVEY CONTROL
 GK0706  ______________________________________________________________________
 GK0706* NAD 83(1986) POSITION- 36 36 09.57   (N) 101 52 44.42   (W)   HD_HELD1
 GK0706* NAVD 88 ORTHO HEIGHT -  1061.744 (meters)     3483.41  (feet) ADJUSTED
 GK0706  ______________________________________________________________________
 GK0706  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 GK0706  DYNAMIC HEIGHT  -       1060.612 (meters)     3479.69  (feet) COMP
 GK0706  MODELED GRAVITY -    979,528.8   (mgal)                       NAVD 88
 GK0706
 GK0706  VERT ORDER      -  SECOND    CLASS 0
 GK0706
 GK0706.The horizontal coordinates were determined by differentially corrected
 GK0706.hand held GPS observations or other comparable positioning techniques
 GK0706.and have an estimated accuracy of +/- 3 meters.
 GK0706
 GK0706.The orthometric height was determined by differential leveling and
 GK0706.adjusted by the NATIONAL GEODETIC SURVEY
 GK0706.in June 1991.
 GK0706
 GK0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0706.GEOID18 height accuracy estimate available here.
 GK0706
 GK0706.Click photographs - Photos may exist for this station.
 GK0706
 GK0706.The dynamic height is computed by dividing the NAVD 88
 GK0706.geopotential number by the normal gravity value computed on the
 GK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0706.degrees latitude (g = 980.6199 gals.).
 GK0706
 GK0706.The modeled gravity was interpolated from observed gravity values.
 GK0706
 GK0706;                    North         East    Units  Estimated Accuracy
 GK0706;SPC OK N     -   184,755.3     253,036.2     MT  (+/- 3 meters HH1 GPS) 
 GK0706
 GK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4247954655(NAD 83)
 GK0706
 GK0706                          SUPERSEDED SURVEY CONTROL
 GK0706
 GK0706  NGVD 29 (??/??/92) 1061.260  (m)         3481.82   (f) ADJ UNCH    2 0
 GK0706
 GK0706.Superseded values are not recommended for survey control.
 GK0706
 GK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0706.See file dsdata.pdf to determine how the superseded data were derived.
 GK0706
 GK0706_MARKER: DR = REFERENCE MARK DISK
 GK0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0706_STAMPING: MOUSE NO 2 1934
 GK0706_MARK LOGO: CGS
 GK0706_PROJECTION: PROJECTING 8 CENTIMETERS
 GK0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0706+STABILITY: SURFACE MOTION
 GK0706
 GK0706  HISTORY     - Date     Condition        Report By
 GK0706  HISTORY     - 1934     MONUMENTED       CGS
 GK0706  HISTORY     - 1935     GOOD             CGS
 GK0706
 GK0706                          STATION DESCRIPTION
 GK0706
 GK0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0706'12.4 MILES NORTH ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA, TEXAS
 GK0706'COUNTY, ABOUT 150 FEET EAST OF TRIANGULATION-STATION MOUSE, DESCRIBED
 GK0706'ABOVE, AND SET AT A FENCE LINE. A STANDARD REFERENCE-MARK DISK,
 GK0706'STAMPED MOUSE 2 1934 AND SET IN THE TOP OF CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 CM9592 ***********************************************************************
 CM9592  DESIGNATION -  MOUSE RM 2 AZIMUTH
 CM9592  PID         -  CM9592
 CM9592  STATE/COUNTY-  OK/TEXAS
 CM9592  COUNTRY     -  US
 CM9592  USGS QUAD   -  TEXHOMA SW (2018)
 CM9592
 CM9592                         *CURRENT SURVEY CONTROL
 CM9592  ______________________________________________________________________
 CM9592* NAD 83(1986) POSITION- 36 36 09.     (N) 101 53 18.     (W)   SCALED
 CM9592* NAVD 88 ORTHO HEIGHT -  1063.588 (meters)     3489.46  (feet) ADJUSTED
 CM9592  ______________________________________________________________________
 CM9592  GEOID HEIGHT    -        -25.534 (meters)                     GEOID18
 CM9592  DYNAMIC HEIGHT  -       1062.452 (meters)     3485.73  (feet) COMP
 CM9592  MODELED GRAVITY -    979,527.8   (mgal)                       NAVD 88
 CM9592
 CM9592  VERT ORDER      -  SECOND    CLASS 0
 CM9592
 CM9592.The horizontal coordinates were scaled from a map and have
 CM9592.an estimated accuracy of +/- 6 seconds.
 CM9592
 CM9592.The orthometric height was determined by differential leveling and
 CM9592.adjusted by the NATIONAL GEODETIC SURVEY
 CM9592.in June 1991.
 CM9592
 CM9592.Significant digits in the geoid height do not necessarily reflect accuracy.
 CM9592.GEOID18 height accuracy estimate available here.
 CM9592
 CM9592.Click photographs - Photos may exist for this station.
 CM9592
 CM9592.The dynamic height is computed by dividing the NAVD 88
 CM9592.geopotential number by the normal gravity value computed on the
 CM9592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM9592.degrees latitude (g = 980.6199 gals.).
 CM9592
 CM9592.The modeled gravity was interpolated from observed gravity values.
 CM9592
 CM9592;                    North         East    Units  Estimated Accuracy
 CM9592;SPC OK N     -   184,770.      252,200.      MT  (+/- 180 meters Scaled)
 CM9592
 CM9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF416546(NAD 83)
 CM9592
 CM9592                          SUPERSEDED SURVEY CONTROL
 CM9592
 CM9592  NGVD 29 (??/??/92) 1063.103  (m)         3487.86   (f) ADJ UNCH    2 0
 CM9592
 CM9592.Superseded values are not recommended for survey control.
 CM9592
 CM9592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM9592.See file dsdata.pdf to determine how the superseded data were derived.
 CM9592
 CM9592_MARKER: DR = REFERENCE MARK DISK
 CM9592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM9592_STAMPING: MOUSE NO 2 1931
 CM9592_MARK LOGO: CGS
 CM9592_PROJECTION: PROJECTING 5 CENTIMETERS
 CM9592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM9592+STABILITY: SURFACE MOTION
 CM9592
 CM9592  HISTORY     - Date     Condition        Report By
 CM9592  HISTORY     - 1931     MONUMENTED       CGS
 CM9592  HISTORY     - 1935     GOOD             CGS
 CM9592
 CM9592                          STATION DESCRIPTION
 CM9592
 CM9592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM9592'12.4 MILES NORTH ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA, TEXAS
 CM9592'COUNTY, ABOUT 78 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 50
 CM9592'FEET EAST OF A FENCE CORNER, AND 3 FEET SOUTH OF THE WIRE FENCE. A
 CM9592'STANDARD REFERENCE MARK DISK, STAMPED MOUSE 2 1931 AND SET IN THE TOP
 CM9592'OF A CONCRETE POST.  NOTE-- THIS MARK USED AS AZIMUTH MARK IN 1931.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0771 ***********************************************************************
 GG0771  DESIGNATION -  MOUTREE
 GG0771  PID         -  GG0771
 GG0771  STATE/COUNTY-  OK/NOWATA
 GG0771  COUNTRY     -  US
 GG0771  USGS QUAD   -  CHELSEA NW (2019)
 GG0771
 GG0771                         *CURRENT SURVEY CONTROL
 GG0771  ______________________________________________________________________
 GG0771* NAD 83(1997) POSITION- 36 41 57.38281(N) 095 29 56.97541(W)   ADJUSTED
 GG0771* NAVD 88 ORTHO HEIGHT -   256.29  (+/-2cm)      840.8   (feet) VERTCON3
 GG0771  ______________________________________________________________________
 GG0771  GEOID HEIGHT    -        -29.397 (meters)                     GEOID18
 GG0771  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 GG0771  HORZ ORDER      -  FIRST
 GG0771  VERT ORDER      -  THIRD ? (See Below)
 GG0771
 GG0771.The horizontal coordinates were established by classical geodetic methods
 GG0771.and adjusted by the National Geodetic Survey in October 1998.
 GG0771
 GG0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0771
 GG0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0771.GEOID18 height accuracy estimate available here.
 GG0771
 GG0771.The vertical order pertains to the NGVD 29 superseded value.
 GG0771
 GG0771.Click photographs - Photos may exist for this station.
 GG0771
 GG0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0771
 GG0771. The following values were computed from the NAD 83(1997) position.
 GG0771
 GG0771;                    North         East     Units Scale Factor Converg.
 GG0771;SPC OK N     -   191,422.440   823,450.246   MT  0.99998840   +1 28 33.1
 GG0771;SPC OK N     -   628,025.12  2,701,603.02   sFT  0.99998840   +1 28 33.1
 GG0771;UTM  15      - 4,064,423.509   276,741.527   MT  1.00021412   -1 29 38.9
 GG0771
 GG0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0771!SPC OK N     -   0.99996439  x   0.99998840  =   0.99995279
 GG0771!UTM  15      -   0.99996439  x   1.00021412  =   1.00017851
 GG0771
 GG0771:                Primary Azimuth Mark                     Grid Az
 GG0771:SPC OK N     -  MOUTREE AZ MK 2                          264 41 06.7
 GG0771:UTM  15      -  MOUTREE AZ MK 2                          267 39 18.7
 GG0771
 GG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7674164423(NAD 83)
 GG0771
 GG0771|---------------------------------------------------------------------|
 GG0771| PID    Reference Object                     Distance      Geod. Az  |
 GG0771|                                                           dddmmss.s |
 GG0771| CI2582 MOUTREE RM 1                         40.666 METERS 09533     |
 GG0771| CI2581 MOUTREE AZ MK 2                                    2660939.8 |
 GG0771| CI2580 MOUTREE AZ MK                                      2663541.5 |
 GG0771| GG0865 NOWATA MUNICIPAL TANK               APPROX.12.6 KM 2720046.0 |
 GG0771| CI2583 MOUTREE RM 2                         47.064 METERS 35454     |
 GG0771|---------------------------------------------------------------------|
 GG0771
 GG0771                          SUPERSEDED SURVEY CONTROL
 GG0771
 GG0771  NAD 83(1993)-  36 41 57.38466(N)    095 29 56.97564(W) AD(       ) 1
 GG0771  NAD 83(1986)-  36 41 57.40563(N)    095 29 56.95862(W) AD(       ) 1
 GG0771  NAD 27      -  36 41 57.08400(N)    095 29 56.04900(W) AD(       ) 1
 GG0771  NGVD 29             256.16   (m)          840.4    (f) LEVELING    3  
 GG0771
 GG0771.Superseded values are not recommended for survey control.
 GG0771
 GG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0771.See file dsdata.pdf to determine how the superseded data were derived.
 GG0771
 GG0771_MARKER: DS = TRIANGULATION STATION DISK
 GG0771_SETTING: 66 = SET IN ROCK OUTCROP
 GG0771_STAMPING: MOUTREE 1934
 GG0771_MARK LOGO: CGS
 GG0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0771+STABILITY: POSITION/ELEVATION WELL
 GG0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0771+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 GG0771
 GG0771  HISTORY     - Date     Condition        Report By
 GG0771  HISTORY     - 1934     MONUMENTED       CGS
 GG0771  HISTORY     - 1955     MARK NOT FOUND   SSC
 GG0771  HISTORY     - 1958     GOOD             CGS
 GG0771  HISTORY     - 1968     GOOD             USGS
 GG0771  HISTORY     - 20230608 GOOD             OKDOT
 GG0771
 GG0771                          STATION DESCRIPTION
 GG0771
 GG0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0771'STATION IS 8 MILES E OF NOWATA AND 13 MILES SE OF LENAPAH,
 GG0771'IN SW 1/2 OF SEC. 28, T 26 N, R 17 E, ON LAND OWNED BY MR.
 GG0771'HAGEBUSCH.  STATION IS 300 YARDS W OF E SLOPE OF HILL, 65 FEET N
 GG0771'OF CENTER LINE OF HIGHWAY AND 18 FEET E OF N AND S FENCE
 GG0771'LINE.
 GG0771'
 GG0771'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 GG0771'OUTCROPPING BEDROCK.
 GG0771'
 GG0771'ONE REFERENCE AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 GG0771'SET IN CONCRETE.
 GG0771'
 GG0771'ANOTHER REFERENCE MARK IS A STANDARD BRONZE DISK SET IN
 GG0771'CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 GG0771'
 GG0771'REFERENCE MARK NO. 1 IS E OF STATION.
 GG0771'
 GG0771'REFERENCE MARK NO. 2 IS NNW OF STATION.
 GG0771'
 GG0771'AZIMUTH MARK IS WSW OF STATION IN FENCE LINE 20 FEET S OF
 GG0771'CENTER LINE OF U.S. HIGHWAY 60, 0.55 MILE FROM STATION.
 GG0771'
 GG0771'TO REACH STATION FROM NOWATA, GO E ON U.S. HIGHWAY 60 FROM
 GG0771'INTERSECTION OF STATE HIGHWAY 16, 7.75 MILES TO TOP OF HILL.
 GG0771'
 GG0771'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GG0771
 GG0771                          STATION RECOVERY (1955)
 GG0771
 GG0771'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 GG0771'STATION WAS NOT RECOVERED.  UNDERGROUND MARK WAS NOT SEARCHED
 GG0771'FOR.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 GG0771'AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 GG0771
 GG0771                          STATION RECOVERY (1958)
 GG0771
 GG0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0771'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GG0771'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 GG0771'MARK WAS DESTROYED BY THE WIDENING OF THE HIGHWAY.  A NEW
 GG0771'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION
 GG0771'FOLLOWS.
 GG0771'
 GG0771'THE STATION IS LOCATED ABOUT 8 MILES EAST OF NOWATA AND 10
 GG0771'MILES SOUTHWEST OF THE SMALL VILLAGE OF CENTRALIA, IN THE SW
 GG0771'1/2 SECTION 28, T 26 N, R 17 E.  IT IS 67 FEET NORTH OF THE
 GG0771'CENTER OF U.S. HIGHWAY 60 AND 24 FEET NORTHEAST OF A SOUTHEAST
 GG0771'FENCE CORNER.  THE MARK IS 2 INCHES BELOW THE SURFACE OF
 GG0771'THE GROUND AND IS STAMPED MOUTREE 1934.  NOTE 2-
 GG0771'
 GG0771'REFERENCE MARK NO. 1 IS 61 FEET EAST OF A TELEPHONE POLE
 GG0771'AND 54 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 60.  THE
 GG0771'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 GG0771'IS STAMPED MOUTREE NO 1 1934.  NOTE 11B-
 GG0771'
 GG0771'REFERENCE MARK NO. 2 IS 6 FEET EAST OF A NORTH-SOUTH FENCE
 GG0771'LINE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 GG0771'AND IS STAMPED MOUTREE NO 2 1934.  NOTE 12A-
 GG0771'
 GG0771'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 GG0771'60, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 GG0771'AN EAST-WEST FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 GG0771'SURFACE OF THE GROUND AND IS STAMPED MOUTREE 1934 RESET 1958.
 GG0771'NOTE 16A-
 GG0771'
 GG0771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 GG0771'169 IN THE EAST EDGE OF NOWATA GO EAST ON U.S. HIGHWAY 60 FOR
 GG0771'4.8 MILES TO A CROSS ROAD (STATE HIGHWAY 28).  CONTINUE
 GG0771'STRAIGHT AHEAD ON U.S. HIGHWAY 60 AND GO 1.75 MILE TO THE
 GG0771'AZIMUTH MARK ON THE RIGHT AS DESCRIBED JUST OPPOSITE A FARM
 GG0771'HOUSE.  CONTINUE STRAIGHT AHEAD AND GO 0.3 MILE TO THE STATION
 GG0771'ON THE LEFT AS DESCRIBED.
 GG0771'
 GG0771'HEIGHT OF LIGHTS 14.3 METERS.
 GG0771
 GG0771                          STATION RECOVERY (1968)
 GG0771
 GG0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0771'RECOVERED IN GOOD CONDITION.
 GG0771
 GG0771                          STATION RECOVERY (2023)
 GG0771
 GG0771'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 GG0771'WILL PROBABLY NEED TO CUT SHRUBS TO USE.  FOUND REFERENCE MARK 1 AND
 GG0771'REFERENCE MARK 2 AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0737 ***********************************************************************
 GH0737  CBN         -  This is a Cooperative Base Network Control Station.
 GH0737  DESIGNATION -  MT CARMEL
 GH0737  PID         -  GH0737
 GH0737  STATE/COUNTY-  OK/NOBLE
 GH0737  COUNTRY     -  US
 GH0737  USGS QUAD   -  CERES (2018)
 GH0737
 GH0737                         *CURRENT SURVEY CONTROL
 GH0737  ______________________________________________________________________
 GH0737* NAD 83(2011) POSITION- 36 23 28.22028(N) 097 20 09.58938(W)   ADJUSTED
 GH0737* NAD 83(2011) ELLIP HT-   304.247 (meters)        (06/27/12)   ADJUSTED
 GH0737* NAD 83(2011) EPOCH   -  2010.00
 GH0737* NAVD 88 ORTHO HEIGHT -   332.7   (meters)     1092.    (feet) GPS OBS
 GH0737  ______________________________________________________________________
 GH0737  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH0737  GEOID HEIGHT    -        -28.359 (meters)                     GEOID96
 GH0737  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 GH0737  NAD 83(2011) X  -   -656,393.081 (meters)                     COMP
 GH0737  NAD 83(2011) Y  - -5,098,531.999 (meters)                     COMP
 GH0737  NAD 83(2011) Z  -  3,763,400.612 (meters)                     COMP
 GH0737  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 GH0737
 GH0737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0737  Standards:
 GH0737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0737  -------------------------------------------------------------------
 GH0737  NETWORK    2.25   4.43           1.05   0.72   2.26      0.05988901
 GH0737  -------------------------------------------------------------------
 GH0737  Click here for local accuracies and other accuracy information.
 GH0737
 GH0737.The horizontal coordinates were established by GPS observations
 GH0737.and adjusted by the National Geodetic Survey in June 2012.
 GH0737
 GH0737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0737.been affixed to the stable North American tectonic plate. See 
 GH0737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0737
 GH0737.The horizontal coordinates are valid at the epoch date displayed above
 GH0737.which is a decimal equivalence of Year/Month/Day.
 GH0737
 GH0737.The orthometric height was determined by GPS observations and a
 GH0737.high-resolution geoid model.
 GH0737
 GH0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0737.GEOID18 height accuracy estimate available here.
 GH0737
 GH0737.Click photographs - Photos may exist for this station.
 GH0737
 GH0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0737
 GH0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0737
 GH0737.The ellipsoidal height was determined by GPS observations
 GH0737.and is referenced to NAD 83.
 GH0737
 GH0737. The following values were computed from the NAD 83(2011) position.
 GH0737
 GH0737;                    North         East     Units Scale Factor Converg.
 GH0737;SPC OK N     -   154,559.506   659,568.631   MT  0.99995301   +0 23 30.7
 GH0737;SPC OK N     -   507,083.98  2,163,934.75   sFT  0.99995301   +0 23 30.7
 GH0737;UTM  14      - 4,028,622.515   649,234.758   MT  0.99987440   +0 59 14.7
 GH0737
 GH0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0737!SPC OK N     -   0.99995225  x   0.99995301  =   0.99990527
 GH0737!UTM  14      -   0.99995225  x   0.99987440  =   0.99982666
 GH0737
 GH0737:                Primary Azimuth Mark                     Grid Az
 GH0737:SPC OK N     -  MT CARMEL AZ MK                          091 05 13.2
 GH0737:UTM  14      -  MT CARMEL AZ MK                          090 29 29.2
 GH0737
 GH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4923428622(NAD 83)
 GH0737
 GH0737|---------------------------------------------------------------------|
 GH0737| PID    Reference Object                     Distance      Geod. Az  |
 GH0737|                                                           dddmmss.s |
 GH0737| CL5806 MT CARMEL RM 1                       19.438 METERS 00209     |
 GH0737| CL5805 MT CARMEL AZ MK                                    0912843.9 |
 GH0737| CL5807 MT CARMEL RM 2                       18.029 METERS 09209     |
 GH0737| GH0742 PERRY CATHOLIC CHURCH SPIRE         APPROX.12.2 KM 1610529.2 |
 GH0737|---------------------------------------------------------------------|
 GH0737
 GH0737                          SUPERSEDED SURVEY CONTROL
 GH0737
 GH0737  NAD 83(2007)-  36 23 28.22028(N)    097 20 09.59003(W) AD(2002.00) 0
 GH0737  ELLIP H (02/10/07)  304.264  (m)                       GP(2002.00)    
 GH0737  ELLIP H (04/16/01)  304.265  (m)                       GP(       ) 4 2
 GH0737  NAD 83(1993)-  36 23 28.22011(N)    097 20 09.58989(W) AD(       ) B
 GH0737  ELLIP H (05/09/94)  304.316  (m)                       GP(       ) 4 2
 GH0737  NAD 83(1986)-  36 23 28.23049(N)    097 20 09.57733(W) AD(       ) 2
 GH0737  NAD 27      -  36 23 28.08904(N)    097 20 08.41417(W) AD(       ) 2
 GH0737  NAVD 88 (01/13/95)  332.7    (m)  UNKNOWN  model used  GPS OBS        
 GH0737  NAVD 88 (05/09/94)  332.7    (m)  GEOID93  model used  GPS OBS        
 GH0737
 GH0737.Superseded values are not recommended for survey control.
 GH0737
 GH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0737.See file dsdata.pdf to determine how the superseded data were derived.
 GH0737
 GH0737_MARKER: DS = TRIANGULATION STATION DISK
 GH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0737_STAMPING: MT CARMEL 1963
 GH0737_MARK LOGO: CGS
 GH0737_PROJECTION: FLUSH
 GH0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0737+STABILITY: SURFACE MOTION
 GH0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0737+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2017
 GH0737
 GH0737  HISTORY     - Date     Condition        Report By
 GH0737  HISTORY     - 1963     MONUMENTED       CGS
 GH0737  HISTORY     - 1963     GOOD             CGS
 GH0737  HISTORY     - 19880531 GOOD             OKDOT
 GH0737  HISTORY     - 19930425 GOOD             NGS
 GH0737  HISTORY     - 20060817 GOOD             OKDOT
 GH0737  HISTORY     - 20080529 GOOD             GEOCAC
 GH0737  HISTORY     - 20170119 GOOD             INDIV
 GH0737
 GH0737                          STATION DESCRIPTION
 GH0737
 GH0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0737'THE STATION IS ABOUT 7-1/4 MILES NORTH AND 2-1/2 MILES WEST OF
 GH0737'PERRY, AT THE NORTH EDGE OF THE MT. CARMEL CEMETERY.
 GH0737'
 GH0737'TO REACH THE STATION FROM THE POST OFFICE IN PERRY, GO NORTH
 GH0737'ON U.S. HIGHWAY 77 FOR 6.9 MILES TO A SIDE ROAD ON THE RIGHT
 GH0737'LEADING TO AN AIRPORT.  CONTINUE NORTH FOR 0.5 MILE TO A SIDE
 GH0737'ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR 2.65 MILES TO THE
 GH0737'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.4 MILE TO THE
 GH0737'STATION ON THE LEFT.
 GH0737'
 GH0737'THE STATION MARK IS A STANDARD DISK, STAMPED MT CARMEL 1963,
 GH0737'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH THE
 GH0737'GROUND.  IT IS 2.9 FEET NORTH OF THE CEMETERY FENCE, 34.2 FEET
 GH0737'SOUTH OF THE CENTERLINE OF THE ROAD, 22.0 FEET EAST OF THE EAST
 GH0737'GATE POST OF THE MAIN GATE, 45.9 FEET WEST OF A WEST GATE
 GH0737'POST OF A SECONDARY GATE, 184.8 FEET EAST OF THE CENTERLINE OF
 GH0737'A SIDE ROAD LEADING SOUTH AND 22.5 FEET NORTHWEST OF THE
 GH0737'CENTER OF THE FOREMAN GRAVE MONUMENT.
 GH0737'
 GH0737'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MT CARMEL NO 1
 GH0737'1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH
 GH0737'WITH THE GROUND.  IT IS 185.7 FEET EAST OF THE CENTERLINE OF A
 GH0737'SIDE ROAD LEADING NORTH, 29.8 FEET NORTH OF THE CENTERLINE
 GH0737'OF THE MAIN ROAD, 70.2 FEET NORTHEAST OF THE EAST GATE POST
 GH0737'OF THE MAIN GATE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GH0737'
 GH0737'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MT CARMEL NO 2 1963,
 GH0737'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0737'THE GROUND.  IT IS 40.1 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 GH0737'ROAD, 1 FOOT NORTH OF THE FENCE, 81.0 FEET EAST OF THE EAST
 GH0737'GATE POST OF THE MAIN GATE AND 244.0 FEET EAST OF THE CENTERLINE
 GH0737'OF A SIDE ROAD LEADING SOUTH AND AT ABOUT THE SAME ELEVATION
 GH0737'AS THE STATION.
 GH0737'
 GH0737'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MT CARMEL 1963, SET
 GH0737'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4 INCHES.
 GH0737'IT IS 1 FOOT NORTH OF A FENCE, 10.4 FEET EAST OF A FENCE CORNER,
 GH0737'31.8 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A
 GH0737'HOUSE, 3 FEET WEST OF A WITNESS POST, 79.6 FEET SOUTH OF THE
 GH0737'CENTERLINE OF THE MAIN ROAD, 219.5 FEET WEST OF THE CENTERLINE
 GH0737'OF AN EXIT ROAD AND 200 YARDS WEST OF AN OVERPASS ON INTERSTATE
 GH0737'HIGHWAY 35.
 GH0737
 GH0737                          STATION RECOVERY (1963)
 GH0737
 GH0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GH0737'RECOVERED IN GOOD CONDITION.
 GH0737
 GH0737                          STATION RECOVERY (1988)
 GH0737
 GH0737'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (LEH)
 GH0737'RECOVERED IN GOOD CONDITION.
 GH0737
 GH0737                          STATION RECOVERY (1993)
 GH0737
 GH0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0737'STATION IS LOCATED ABOUT 13 KM (8.05 MI) NORTH-NORTHWEST OF PERRY, 1.3
 GH0737'KM (0.80 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 GH0737'US HIGHWAYS 64 AND 412 (CIMARRON TURNPIKE), 0.8 KM (0.50 MI) WEST OF
 GH0737'INTERSTATE HIGHWAY 35, ALONG A SECTION ROAD, ON THE RIGHT-OF-WAY, AT
 GH0737'HIGH GROUND, AT THE MAIN ENTRANCE TO THE MT CARMEL CEMETERY, IN THE
 GH0737'NORTHWEST 1/4 OF SECTION 17, T 22 N, R 1 W.  OWNERSHIP--OKLAHOMA
 GH0737'DEPARTMENT OF TRANSPORTATION.
 GH0737'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND US HIGHWAY 64,
 GH0737'GO NORTH ON I-35/US 64 FOR 11.2 KM (6.95 MI) TO EXIT 193 (THERE IS
 GH0737'NOT AN EXIT RAMP AT MILE 193 FROM SOUTHBOUND I-35). TAKE EXIT RAMP TO
 GH0737'SECTION ROAD AND TURN LEFT, WEST, ON PAVED ROAD FOR 0.9 KM (0.55 MI)
 GH0737'TO HIGH GROUND AND STATION ON THE LEFT.
 GH0737'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 2 CM
 GH0737'BELOW GROUND.  IT IS 8.8 M (28.9 FT) SOUTH OF, AND LEVEL WITH THE
 GH0737'ROAD CENTER, 1.0 M (3.3 FT) NORTH OF A METAL WITNESS POST IN THE
 GH0737'CEMETERY FENCE, 0.7 M (2.3 FT) EAST OF A WOODEN WITNESS POST
 GH0737'PROJECTING 1.4 M, 0.6 M (2.0 FT) WEST OF A WOODEN WITNESS POST
 GH0737'PROJECTING 1.4 M, 6.7 M (22.0 FT) EAST OF THE EAST GATEPOST TO THE
 GH0737'MAIN ENTRANCE, 14.0 M (45.9 FT) WEST OF THE WEST GATEPOST TO THE EAST
 GH0737'ENTRANCE, 2.3 M (7.5 FT) NORTHEAST OF A SKINNY FLAGPOLE, AND 56.0 M
 GH0737'(183.7 FT) EAST OF THE CENTER OF A SECTION ROAD.
 GH0737
 GH0737                          STATION RECOVERY (2006)
 GH0737
 GH0737'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH0737'RECOVERED IN GOOD CONDITION.
 GH0737
 GH0737                          STATION RECOVERY (2008)
 GH0737
 GH0737'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 GH0737'RECOVERED STATION,RM1,RM2 AND AZIMUTH
 GH0737
 GH0737                          STATION RECOVERY (2017)
 GH0737
 GH0737'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RLJ)
 GH0737'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0839 ***********************************************************************
 FJ0839  DESIGNATION -  MT HOPE
 FJ0839  PID         -  FJ0839
 FJ0839  STATE/COUNTY-  OK/LOGAN
 FJ0839  COUNTRY     -  US
 FJ0839  USGS QUAD   -  MERIDIAN (2018)
 FJ0839
 FJ0839                         *CURRENT SURVEY CONTROL
 FJ0839  ______________________________________________________________________
 FJ0839* NAD 83(1993) POSITION- 35 52 08.64220(N) 097 09 33.73344(W)   ADJUSTED
 FJ0839* NAVD 88 ORTHO HEIGHT -   345.    (meters)     1132.    (feet) SCALED
 FJ0839  ______________________________________________________________________
 FJ0839  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 FJ0839  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 FJ0839  HORZ ORDER      -  SECOND
 FJ0839
 FJ0839.The horizontal coordinates were established by classical geodetic methods
 FJ0839.and adjusted by the National Geodetic Survey in November 1994.
 FJ0839
 FJ0839.The orthometric height was scaled from a topographic map.
 FJ0839
 FJ0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0839.GEOID18 height accuracy estimate available here.
 FJ0839
 FJ0839.Click photographs - Photos may exist for this station.
 FJ0839
 FJ0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0839
 FJ0839. The following values were computed from the NAD 83(1993) position.
 FJ0839
 FJ0839;                    North         East     Units Scale Factor Converg.
 FJ0839;SPC OK N     -    96,753.899   675,915.285   MT  0.99995889   +0 29 45.9
 FJ0839;SPC OK N     -   317,433.42  2,217,565.40   sFT  0.99995889   +0 29 45.9
 FJ0839;UTM  14      - 3,970,990.539   666,174.392   MT  0.99994027   +1 04 43.5
 FJ0839
 FJ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0839!SPC OK N     -   0.99995021  x   0.99995889  =   0.99990910
 FJ0839!UTM  14      -   0.99995021  x   0.99994027  =   0.99989048
 FJ0839
 FJ0839:                Primary Azimuth Mark                     Grid Az
 FJ0839:SPC OK N     -  MT HOPE AZ MK                            090 06 45.8
 FJ0839:UTM  14      -  MT HOPE AZ MK                            089 31 48.2
 FJ0839
 FJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6617470990(NAD 83)
 FJ0839
 FJ0839|---------------------------------------------------------------------|
 FJ0839| PID    Reference Object                     Distance      Geod. Az  |
 FJ0839|                                                           dddmmss.s |
 FJ0839| CL5809 MT HOPE RM 1                         22.602 METERS 02736     |
 FJ0839| FJ0835 PERKINS MUNICIPAL TANK              APPROX.16.3 KM 0440920.4 |
 FJ0839| FJ0840 MT HOPE 2 RM 5                      APPROX. 0.7 KM 0895046.4 |
 FJ0839| CL5808 MT HOPE AZ MK                                      0903631.7 |
 FJ0839| CL5810 MT HOPE RM 2                         26.061 METERS 30339     |
 FJ0839| FJ0875 LANGSTON UNIVERSITY TANK            APPROX.12.5 KM 3131008.1 |
 FJ0839| FJ0842 COYLE MUNICIPAL TANK                APPROX.11.7 KM 3224938.2 |
 FJ0839| CL5812 MT HOPE 2 RM 4                                     32543     |
 FJ0839| FJ0841 MT HOPE 2                            35.892 METERS 33726     |
 FJ0839|---------------------------------------------------------------------|
 FJ0839
 FJ0839                          SUPERSEDED SURVEY CONTROL
 FJ0839
 FJ0839  NAD 83(1986)-  35 52 08.65092(N)    097 09 33.71610(W) AD(       ) 2
 FJ0839  NAD 27      -  35 52 08.45691(N)    097 09 32.59490(W) AD(       ) 2
 FJ0839
 FJ0839.Superseded values are not recommended for survey control.
 FJ0839
 FJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0839.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0839
 FJ0839_MARKER: DS = TRIANGULATION STATION DISK
 FJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0839_STAMPING: MT HOPE 1954
 FJ0839_MARK LOGO: CGS
 FJ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0839+STABILITY: SURFACE MOTION
 FJ0839
 FJ0839  HISTORY     - Date     Condition        Report By
 FJ0839  HISTORY     - 1954     MONUMENTED       CGS
 FJ0839  HISTORY     - 1971     GOOD             OKDH
 FJ0839  HISTORY     - 1972     GOOD             NGS
 FJ0839
 FJ0839                          STATION DESCRIPTION
 FJ0839
 FJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0839'THE STATION IS IN THE SOUTHEAST CORNER OF SEC. 11, T. 16 N.,
 FJ0839'R. 1 E. ON THE SUMMIT OF A HILL IN THE NORTHWEST ANGLE OF A
 FJ0839'T-INTERSECTION.  IT IS 14 MILES NORTH AND 2 MILES EAST OF
 FJ0839'LUTHER, 5 MILES EAST AND 2 MILES NORTH OF MERIDIAN AND ON
 FJ0839'THE RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.
 FJ0839'
 FJ0839'TO REACH THE STATION FROM THE STATE BANK IN MERIDIAN GO NORTH
 FJ0839'ON THE GRAVEL ROAD FOR 1.8 MILES TO A POINT WHERE THE MAIN
 FJ0839'TRAVELED ROAD TURNS LEFT, CONTINUE NORTH FOR 0.1 MILE TO
 FJ0839'CROSSROAD, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 5.0 MILES
 FJ0839'TO A T-ROAD LEFT AT THE TOP OF A HILL AND THE STATION 50
 FJ0839'FEET WEST OF THE NORTH-SOUTH ROAD.
 FJ0839'
 FJ0839'THE STATION MARK IS 30 FEET NORTH OF THE CENTER OF THE
 FJ0839'EAST-WEST DIRT ROAD, 5 FEET NORTH OF A WITNESS POST AND PROJECTS
 FJ0839'4 INCHES.  THE DISK IS STAMPED MT. HOPE 1954.
 FJ0839'
 FJ0839'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF AND 4 FEET LOWER
 FJ0839'THAN THE STATION, IS 35 FEET WEST OF THE CENTER OF THE DIRT
 FJ0839'ROAD AND PROJECTS 6 INCHES.  THE DISK IS STAMPED MT. HOPE
 FJ0839'NO. 1 1954.
 FJ0839'
 FJ0839'REFERENCE MARK NO. 2, WEST-NORTHWEST OF AND 5 FEET LOWER THAN
 FJ0839'THE STATION, IS 80 FEET NORTH OF THE CENTER OF THE EAST-WEST
 FJ0839'DIRT ROAD AND PROJECTS 8 INCHES.  THE DISK IS STAMPED MT.
 FJ0839'HOPE NO. 2 1954.
 FJ0839'
 FJ0839'THE AZIMUTH MARK, 0.45 MILE EAST OF THE STATION, IS 64.9
 FJ0839'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE,
 FJ0839'54 FEET NORTH OF THE CENTER OF A DIRT ROAD, 16 FEET NORTH
 FJ0839'OF A WITNESS POST, 2 FEET WEST OF A BARBED-WIRE FENCE AND
 FJ0839'PROJECTS 8 INCHES.  THE DISK IS STAMPED MT. HOPE 1954.
 FJ0839'
 FJ0839'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 FJ0839'DIRT ROAD FOR 0.45 MILE TO A SMALL HOUSE ON THE LEFT AND THE
 FJ0839'MARK ON THE LEFT.
 FJ0839'
 FJ0839'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ0839
 FJ0839                          STATION RECOVERY (1971)
 FJ0839
 FJ0839'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (ORS)
 FJ0839'MT. HOPE STATION AND AZIMUTH MARKER AND REFERENCES ARE ALL IN GOOD
 FJ0839'CONDITION.
 FJ0839'
 FJ0839'THIS STATION AND REFERENCES WILL BE DESTROYED DURING CONSTRUCTION OF
 FJ0839'NEW SH. 105 HIGHWAY.  THIS MARKER NEEDS TO BE MOVED NORTH OF PRESENT
 FJ0839'LOCATION.  WITNESS POST SET 5 FT. NORTH.
 FJ0839
 FJ0839                          STATION RECOVERY (1972)
 FJ0839
 FJ0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FJ0839'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FJ0839'GOOD CONDITION.  THE DISTANCE AND THE DIRECTION TO THE REFERENCE
 FJ0839'MARKS WERE VERIFIED.
 FJ0839'
 FJ0839'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WILL BE DESTROYED
 FJ0839'IN THE NEAR FUTURE BY ROAD CONSTRUCTION.
 FJ0839'
 FJ0839'MT HOPE 2 1972 WAS ESTABLISHED NORTH OF THE STATION, OUT OF
 FJ0839'CONSTRUCTION AREA.
 FJ0839'
 FJ0839'FOR FUTURE REFERENCE SEE DESCRIPTION FOR MT HOPE 2 1972.
 FJ0839'
 FJ0839'STATION WAS MOVED BY REQUEST OF THE OKLAHOMA STATE HWY. DEPT.
 FJ0839'
 FJ0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MERIDIAN 2 MILES
 FJ0839'NE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0841 ***********************************************************************
 FJ0841  DESIGNATION -  MT HOPE 2
 FJ0841  PID         -  FJ0841
 FJ0841  STATE/COUNTY-  OK/LOGAN
 FJ0841  COUNTRY     -  US
 FJ0841  USGS QUAD   -  MERIDIAN (2018)
 FJ0841
 FJ0841                         *CURRENT SURVEY CONTROL
 FJ0841  ______________________________________________________________________
 FJ0841* NAD 83(1993) POSITION- 35 52 09.71757(N) 097 09 34.28245(W)   ADJUSTED
 FJ0841* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 FJ0841  ______________________________________________________________________
 FJ0841  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 FJ0841  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 FJ0841  HORZ ORDER      -  SECOND
 FJ0841
 FJ0841.The horizontal coordinates were established by classical geodetic methods
 FJ0841.and adjusted by the National Geodetic Survey in November 1994.
 FJ0841
 FJ0841.The orthometric height was scaled from a topographic map.
 FJ0841
 FJ0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0841.GEOID18 height accuracy estimate available here.
 FJ0841
 FJ0841.Click photographs - Photos may exist for this station.
 FJ0841
 FJ0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0841
 FJ0841. The following values were computed from the NAD 83(1993) position.
 FJ0841
 FJ0841;                    North         East     Units Scale Factor Converg.
 FJ0841;SPC OK N     -    96,786.921   675,901.227   MT  0.99995886   +0 29 45.6
 FJ0841;SPC OK N     -   317,541.76  2,217,519.28   sFT  0.99995886   +0 29 45.6
 FJ0841;UTM  14      - 3,971,023.416   666,159.998   MT  0.99994021   +1 04 43.2
 FJ0841
 FJ0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0841!SPC OK N     -   0.99995052  x   0.99995886  =   0.99990938
 FJ0841!UTM  14      -   0.99995052  x   0.99994021  =   0.99989074
 FJ0841
 FJ0841:                Primary Azimuth Mark                     Grid Az
 FJ0841:SPC OK N     -  MT HOPE 2 RM 5                           092 04 08.5
 FJ0841:UTM  14      -  MT HOPE 2 RM 5                           091 29 10.9
 FJ0841
 FJ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6615971023(NAD 83)
 FJ0841
 FJ0841|---------------------------------------------------------------------|
 FJ0841| PID    Reference Object                     Distance      Geod. Az  |
 FJ0841|                                                           dddmmss.s |
 FJ0841| CL5811 MT HOPE 2 RM 3                       15.813 METERS 04315     |
 FJ0841| FJ0835 PERKINS MUNICIPAL TANK              APPROX.16.3 KM 0441617.1 |
 FJ0841| FJ0840 MT HOPE 2 RM 5                      APPROX. 0.7 KM 0923354.1 |
 FJ0841| CL5808 MT HOPE AZ MK                                      0931024.5 |
 FJ0841| FJ0839 MT HOPE                              35.892 METERS 15726     |
 FJ0841| CL5812 MT HOPE 2 RM 4                                     26840     |
 FJ0841|---------------------------------------------------------------------|
 FJ0841
 FJ0841                          SUPERSEDED SURVEY CONTROL
 FJ0841
 FJ0841  NAD 83(1986)-  35 52 09.72612(N)    097 09 34.26503(W) AD(       ) 2
 FJ0841  NAD 27      -  35 52 09.53240(N)    097 09 33.14393(W) AD(       ) 2
 FJ0841
 FJ0841.Superseded values are not recommended for survey control.
 FJ0841
 FJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0841.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0841
 FJ0841_MARKER: DS = TRIANGULATION STATION DISK
 FJ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0841_STAMPING: MT HOPE 2 1972
 FJ0841_MARK LOGO: CGS
 FJ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0841+STABILITY: SURFACE MOTION
 FJ0841
 FJ0841  HISTORY     - Date     Condition        Report By
 FJ0841  HISTORY     - 1972     MONUMENTED       NGS
 FJ0841  HISTORY     - 1986     GOOD             DMA
 FJ0841
 FJ0841                          STATION DESCRIPTION
 FJ0841
 FJ0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FJ0841'R.M. NO. 4 TRAVERSE DISTANCE (TAPE).
 FJ0841'
 FJ0841'R.M. NO. 5 ELECTRO MEASUREMENT (RANGER).
 FJ0841'
 FJ0841'MT HOPE 1954 ELECTRO MEASUREMENT (RANGER).
 FJ0841'
 FJ0841'THE STATION IS LOCATED ABOUT 15 MILES EAST OF GUTHRIE, 10 MILES
 FJ0841'SOUTHWEST OF PERKINS, 8 MILES WEST OF FOUR CORNERS, 5 MILES
 FJ0841'NORTHEAST OF MERIDIAN, AND ON THE NORTH SIDE OF A COUNTY ROAD,
 FJ0841'ABOUT 100 YARDS NORTH OF THE HIGHEST POINT OF KNOLL.
 FJ0841'
 FJ0841'TO REACH THE STATION FROM THE INTERSECTION OF INTER-STATE 35 AND
 FJ0841'STATE HIGHWAY 33, WHICH IS LOCATED ON THE EAST EDGE OF GUTHRIE.  GO
 FJ0841'EASTERLY ON STATE HIGHWAY 33 FOR 0.25 MILE TO FORK, KEEP THE
 FJ0841'RIGHT FORK AND CONTINUE EASTERLY ON SURFACE ROAD FOR 7.85 MILES
 FJ0841'TO END OF SURFACE ROAD AND CROSSROADS.  (NOTE--THE ROAD TO THE
 FJ0841'SOUTH LEADS TO MERIDIAN).  CONTINUE EASTERLY ON COUNTY ROAD FOR 4.8
 FJ0841'MILES TO THE TOP OF RIDGE AND STATION ON THE LEFT.
 FJ0841'
 FJ0841'THE STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FJ0841'POST, THAT PROJECTS 6-INCHES AND IS STAMPED MT HOPE 2 1972.  IT IS
 FJ0841'118 FEET WEST OF THE CENTER OF GRAVEL ROAD, 150 FEET NORTH OF THE
 FJ0841'CENTER OF ROAD, 110 FEET NORTH OF THE FENCE-LINE, 88 FEET WEST OF
 FJ0841'THE PRESENT FENCE-LINE AND 3 FEET EAST OF A METAL WITNESS POST.
 FJ0841'
 FJ0841'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN DRILL-HOLE IN
 FJ0841'BEDROCK, THAT IS FLUSH WITH GROUND AND IS STAMPED MT HOPE 2 NO 3
 FJ0841'1972.  IT IS 183 FEET NORTH OF THE CENTER OF ROAD, 143 FEET NORTH
 FJ0841'OF THE FENCE-LINE, 84 FEET WEST OF THE CENTER OF GRAVEL ROAD, 54
 FJ0841'FEET WEST OF A FENCE-LINE AND ON THE NORTH SLOPE OF RIDGE ON A
 FJ0841'SMALL ROCK LEDGE.
 FJ0841'
 FJ0841'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FJ0841'CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED MT HOPE 2 NO 4
 FJ0841'1972.  IT IS 143 FEET NORTH OF THE CENTER OF ROAD, 137 FEET WEST OF
 FJ0841'THE CENTER OF GRAVEL ROAD, 107 FEET WEST OF FENCE-LINE AND 103
 FJ0841'FEET NORTH OF THE FENCE-LINE.
 FJ0841'
 FJ0841'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 FJ0841'ROUND CONCRETE POST, THAT PROJECTS 2-INCHES AND IS STAMPED MT
 FJ0841'HOPE 2 NO 5 1972.  IT IS 84 FEET NORTH OF THE CENTER OF ROAD, 70
 FJ0841'PACES WEST OF AN OLD SHED, 50 FEET NORTH OF THE WEST END OF WIRE
 FJ0841'GATE AND 50 FEET NORTH OF FENCE-LINE.
 FJ0841'
 FJ0841'TO REACH THE REFERENCE MARK NO. 5 FROM THE STATION, GO EAST ON
 FJ0841'COUNTY ROAD FOR 0.45 MILE TO GATE ON THE LEFT AND MARK ON THE LEFT.
 FJ0841'
 FJ0841'NOTE--THE FENCE-LINE AND ROADS MENTIONED IN DESCRIPTION ARE
 FJ0841'SUBJECT TO CHANGE.  AT THE TIME THE NEW ROAD RIGHT-OF-WAY OR
 FJ0841'CENTER-LINE OF ROAD HAD NOT BEEN DETERMINED BY HIGHWAY DEPT.
 FJ0841'
 FJ0841'OKLAHOMA HWY. DEPT. B.M. L 42-138 1971 TO MT HOPE 2 1972 - 1.228
 FJ0841'METERS 4.029 FEET.
 FJ0841'
 FJ0841'NEAREST TOWN--MERIDIAN.
 FJ0841
 FJ0841                          STATION RECOVERY (1986)
 FJ0841
 FJ0841'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (REW)
 FJ0841'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0840 ***********************************************************************
 FJ0840  DESIGNATION -  MT HOPE 2 RM 5
 FJ0840  PID         -  FJ0840
 FJ0840  STATE/COUNTY-  OK/LOGAN
 FJ0840  COUNTRY     -  US
 FJ0840  USGS QUAD   -  MERIDIAN (2018)
 FJ0840
 FJ0840                         *CURRENT SURVEY CONTROL
 FJ0840  ______________________________________________________________________
 FJ0840* NAD 83(1993) POSITION- 35 52 08.70099(N) 097 09 06.42742(W)   ADJUSTED
 FJ0840* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 FJ0840  ______________________________________________________________________
 FJ0840  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 FJ0840  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 FJ0840  HORZ ORDER      -  THIRD
 FJ0840
 FJ0840.The horizontal coordinates were established by classical geodetic methods
 FJ0840.and adjusted by the National Geodetic Survey in November 1994.
 FJ0840
 FJ0840.The orthometric height was scaled from a topographic map.
 FJ0840
 FJ0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0840.GEOID18 height accuracy estimate available here.
 FJ0840
 FJ0840.Click photographs - Photos may exist for this station.
 FJ0840
 FJ0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0840
 FJ0840. The following values were computed from the NAD 83(1993) position.
 FJ0840
 FJ0840;                    North         East     Units Scale Factor Converg.
 FJ0840;SPC OK N     -    96,761.669   676,600.236   MT  0.99995889   +0 30 02.1
 FJ0840;SPC OK N     -   317,458.91  2,219,812.61   sFT  0.99995889   +0 30 02.1
 FJ0840;UTM  14      - 3,971,005.273   666,859.216   MT  0.99994308   +1 04 59.5
 FJ0840
 FJ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0840!SPC OK N     -   0.99995445  x   0.99995889  =   0.99991334
 FJ0840!UTM  14      -   0.99995445  x   0.99994308  =   0.99989753
 FJ0840
 FJ0840:                Primary Azimuth Mark                     Grid Az
 FJ0840:SPC OK N     -  MT HOPE 2                                272 04 08.3
 FJ0840:UTM  14      -  MT HOPE 2                                271 29 10.9
 FJ0840
 FJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6685971005(NAD 83)
 FJ0840
 FJ0840|---------------------------------------------------------------------|
 FJ0840| PID    Reference Object                     Distance      Geod. Az  |
 FJ0840|                                                           dddmmss.s |
 FJ0840| FJ0839 MT HOPE                             APPROX. 0.7 KM 2695102.4 |
 FJ0840| FJ0841 MT HOPE 2                           APPROX. 0.7 KM 2723410.4 |
 FJ0840|---------------------------------------------------------------------|
 FJ0840
 FJ0840                          SUPERSEDED SURVEY CONTROL
 FJ0840
 FJ0840  NAD 83(1986)-  35 52 08.70967(N)    097 09 06.41000(W) AD(       ) 3
 FJ0840  NAD 27      -  35 52 08.51539(N)    097 09 05.28972(W) AD(       ) 3
 FJ0840
 FJ0840.Superseded values are not recommended for survey control.
 FJ0840
 FJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0840.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0840
 FJ0840_MARKER: DR = REFERENCE MARK DISK
 FJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0840_STAMPING: MT HOPE 2 NO 5 1972
 FJ0840_MARK LOGO: CGS
 FJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0840+STABILITY: SURFACE MOTION
 FJ0840
 FJ0840  HISTORY     - Date     Condition        Report By
 FJ0840  HISTORY     - 1972     MONUMENTED       NGS
 FJ0840
 FJ0840                          STATION DESCRIPTION
 FJ0840
 FJ0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FJ0840'THE STATION MT HOPE 2 IS LOCATED ABOUT 15 MILES EAST OF GUTHRIE, 10
 FJ0840'MILES SOUTHWEST OF PERKINS, 8 MILES WEST OF FOUR CORNERS, 5 MILES
 FJ0840'NORTHEAST OF MERIDIAN, AND ON THE NORTH SIDE OF A COUNTY ROAD,
 FJ0840'ABOUT 100 YARDS NORTH OF THE HIGHEST POINT OF KNOLL.
 FJ0840'
 FJ0840'TO REACH THE STATION MT HOPE 2 FROM THE INTERSECTION OF INTER-STATE
 FJ0840'35 AND STATE HIGHWAY 33, WHICH IS LOCATED ON THE EAST EDGE OF GUTHRIE.
 FJ0840'GO EASTERLY ON STATE HIGHWAY 33 FOR 0.25 MILE TO FORK, KEEP THE
 FJ0840'RIGHT FORK AND CONTINUE EASTERLY ON SURFACE ROAD FOR 7.85 MILES
 FJ0840'TO END OF SURFACE ROAD AND CROSSROADS.  (NOTE--THE ROAD TO THE
 FJ0840'SOUTH LEADS TO MERIDIAN).  CONTINUE EASTERLY ON COUNTY ROAD FOR
 FJ0840'4.8 MILES TO THE TOP OF RIDGE AND STATION ON THE LEFT.
 FJ0840'
 FJ0840'TO REACH THE REFERENCE MARK NO. 5 FROM THE STATION, GO EAST ON
 FJ0840'COUNTY ROAD FOR 0.45 MILE TO GATE ON THE LEFT AND MARK ON THE
 FJ0840'LEFT.
 FJ0840'
 FJ0840'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FJ0840'CONCRETE POST, THAT PROJECTS 2-INCHES AND IS STAMPED MT HOPE 2
 FJ0840'NO 5 1972.  IT IS 84 FEET NORTH OF THE CENTER OF ROAD, 70
 FJ0840'PACES WEST OF AN OLD SHED, 50 FEET NORTH OF THE WEST END OF WIRE
 FJ0840'GATE AND 50 FEET NORTH OF FENCE-LINE.
 FJ0840'
 FJ0840'NEAREST TOWN--MERIDIAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0827 ***********************************************************************
 EM0827  DESIGNATION -  MT SCOTT MARKER
 EM0827  PID         -  EM0827
 EM0827  STATE/COUNTY-  OK/COMANCHE
 EM0827  COUNTRY     -  US
 EM0827  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0827
 EM0827                         *CURRENT SURVEY CONTROL
 EM0827  ______________________________________________________________________
 EM0827* NAD 83(1993) POSITION- 34 44 36.56623(N) 098 31 56.02476(W)   ADJUSTED
 EM0827* NAVD 88 ORTHO HEIGHT -   747.6   (meters)     2453.    (feet) VERTCON3
 EM0827  ______________________________________________________________________
 EM0827  GEOID HEIGHT    -        -25.578 (meters)                     GEOID18
 EM0827  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC18
 EM0827  HORZ ORDER      -  SECOND
 EM0827
 EM0827.The horizontal coordinates were established by classical geodetic methods
 EM0827.and adjusted by the National Geodetic Survey in November 1994.
 EM0827
 EM0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0827
 EM0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0827.GEOID18 height accuracy estimate available here.
 EM0827
 EM0827.Click photographs - Photos may exist for this station.
 EM0827
 EM0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0827
 EM0827. The following values were computed from the NAD 83(1993) position.
 EM0827
 EM0827;                    North         East     Units Scale Factor Converg.
 EM0827;SPC OK S     -   156,548.433   551,265.807   MT  0.99993979   -0 18 07.6
 EM0827;SPC OK S     -   513,609.32  1,808,611.24   sFT  0.99993979   -0 18 07.6
 EM0827;UTM  14      - 3,844,697.363   542,817.813   MT  0.99962260   +0 15 59.7
 EM0827
 EM0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0827!SPC OK S     -   0.99988667  x   0.99993979  =   0.99982647
 EM0827!UTM  14      -   0.99988667  x   0.99962260  =   0.99950931
 EM0827
 EM0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4281744697(NAD 83)
 EM0827
 EM0827                          SUPERSEDED SURVEY CONTROL
 EM0827
 EM0827  NAD 83(1986)-  34 44 36.57296(N)    098 31 56.00996(W) AD(       ) 2
 EM0827  NAD 83(1986)-  34 44 36.57156(N)    098 31 56.00817(W) AD(       ) 2
 EM0827  NAD 27      -  34 44 36.32500(N)    098 31 54.79600(W) AD(       ) 2
 EM0827  NGVD 29 (07/19/86)  747.5    (m)         2452.     (f) VERT ANG       
 EM0827
 EM0827.Superseded values are not recommended for survey control.
 EM0827
 EM0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0827.See file dsdata.pdf to determine how the superseded data were derived.
 EM0827
 EM0827_MARKER: Z = SEE DESCRIPTION
 EM0827_SETTING: 0 = UNSPECIFIED SETTING
 EM0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0827
 EM0827  HISTORY     - Date     Condition        Report By
 EM0827  HISTORY     - 1945     MONUMENTED       USA
 EM0827  HISTORY     - 19850722 GOOD             DMA
 EM0827  HISTORY     - 20000201 MARK NOT FOUND   LOCSUR
 EM0827  HISTORY     - 20120204 MARK NOT FOUND   GEOCAC
 EM0827
 EM0827                          STATION DESCRIPTION
 EM0827
 EM0827'DESCRIBED BY US ARMY 1945
 EM0827'AT THE SW EDGE OF THE TOP OF MT. SCOTT 304 FT. S X W OF
 EM0827'HIGHEST POINT.  MARKED BY A LARGE AND SIGNAL SET IN A CONCRETE
 EM0827'PLATFORM.  THE CENTER POST OF THE SIGNAL EXTENDS INTO THE
 EM0827'CONCRETE.  IMPOSSIBLE TO SET INSTRUMENT UP UNDER THE SIGNAL.
 EM0827
 EM0827                          STATION RECOVERY (1985)
 EM0827
 EM0827'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 EM0827'RECOVERED IN GOOD CONDITION.
 EM0827
 EM0827                          STATION RECOVERY (2000)
 EM0827
 EM0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0827'NO MARKS FOUND BUT WITH ORIGINAL NOTES THIS MARK COULD BE
 EM0827'RE-ESTABLISHED.  SIGNAL HAS BEEN REMOVED BUT THE CONCRETE PLATFORM IS
 EM0827'STILL IN PLACE.  NOT CONSIDERED IMPORTANT TO RESET SINCE MT SCOTT IS
 EM0827'NEARBY.  BELIEVED THAT THIS MARK WAS USED BY FORT SILL FOR TARGETING
 EM0827'AZIMUTHS ONLY.
 EM0827
 EM0827                          STATION RECOVERY (2012)
 EM0827
 EM0827'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 EM0827'CONCRETE SETTING IS DESTROYED, MARKER IS NOT PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0820 ***********************************************************************
 EM0820  DESIGNATION -  MT SCOTT RESET
 EM0820  PID         -  EM0820
 EM0820  STATE/COUNTY-  OK/COMANCHE
 EM0820  COUNTRY     -  US
 EM0820  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0820
 EM0820                         *CURRENT SURVEY CONTROL
 EM0820  ______________________________________________________________________
 EM0820* NAD 83(2011) POSITION- 34 44 40.42290(N) 098 31 54.87168(W)   ADJUSTED
 EM0820* NAD 83(2011) ELLIP HT-   727.023 (meters)        (06/27/12)   ADJUSTED
 EM0820* NAD 83(2011) EPOCH   -  2010.00
 EM0820* NAVD 88 ORTHO HEIGHT -   752.7   (meters)     2469.    (feet) VERTCON3
 EM0820  ______________________________________________________________________
 EM0820  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 EM0820  NAD 83(2011) X  -   -778,479.472 (meters)                     COMP
 EM0820  NAD 83(2011) Y  - -5,189,157.369 (meters)                     COMP
 EM0820  NAD 83(2011) Z  -  3,615,032.090 (meters)                     COMP
 EM0820  LAPLACE CORR    -         -3.88  (seconds)                    DEFLEC18
 EM0820
 EM0820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0820  Standards:
 EM0820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0820  -------------------------------------------------------------------
 EM0820  NETWORK    4.15   5.82           1.78   1.55   2.97     -0.30251761
 EM0820  -------------------------------------------------------------------
 EM0820  Click here for local accuracies and other accuracy information.
 EM0820
 EM0820.The horizontal coordinates were established by GPS observations
 EM0820.and adjusted by the National Geodetic Survey in June 2012.
 EM0820
 EM0820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0820.been affixed to the stable North American tectonic plate. See 
 EM0820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0820
 EM0820.The horizontal coordinates are valid at the epoch date displayed above
 EM0820.which is a decimal equivalence of Year/Month/Day.
 EM0820
 EM0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0820
 EM0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0820.GEOID18 height accuracy estimate available here.
 EM0820
 EM0820.Click photographs - Photos may exist for this station.
 EM0820
 EM0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0820
 EM0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0820
 EM0820.The ellipsoidal height was determined by GPS observations
 EM0820.and is referenced to NAD 83.
 EM0820
 EM0820. The following values were computed from the NAD 83(2011) position.
 EM0820
 EM0820;                    North         East     Units Scale Factor Converg.
 EM0820;SPC OK S     -   156,667.115   551,295.761   MT  0.99993984   -0 18 06.9
 EM0820;SPC OK S     -   513,998.69  1,808,709.51   sFT  0.99993984   -0 18 06.9
 EM0820;UTM  14      - 3,844,816.299   542,846.579   MT  0.99962263   +0 16 00.4
 EM0820
 EM0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0820!SPC OK S     -   0.99988589  x   0.99993984  =   0.99982574
 EM0820!UTM  14      -   0.99988589  x   0.99962263  =   0.99950856
 EM0820
 EM0820:                Primary Azimuth Mark                     Grid Az
 EM0820:SPC OK S     -  MT SCOTT AZ MK                           128 33 00.6
 EM0820:UTM  14      -  MT SCOTT AZ MK                           127 58 53.3
 EM0820
 EM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4284644816(NAD 83)
 EM0820
 EM0820|---------------------------------------------------------------------|
 EM0820| PID    Reference Object                     Distance      Geod. Az  |
 EM0820|                                                           dddmmss.s |
 EM0820| CX7794 MT SCOTT RM 1                        10.681 METERS 07631     |
 EM0820| CX7793 MT SCOTT AZ MK                                     1281453.7 |
 EM0820| CX7795 MT SCOTT RM 2                        12.509 METERS 17031     |
 EM0820| EM0829 FORT SILL CARLTON MT TARGET         APPROX. 7.3 KM 1710912.0 |
 EM0820| EM0827 MT SCOTT MARKER                     122.425 METERS 19351     |
 EM0820| EM0803 FORT SILL MC KINLEY MT TARGET       APPROX. 9.2 KM 2330732.2 |
 EM0820|---------------------------------------------------------------------|
 EM0820
 EM0820                          SUPERSEDED SURVEY CONTROL
 EM0820
 EM0820  NAD 83(2007)-  34 44 40.42272(N)    098 31 54.87218(W) AD(2002.00) 0
 EM0820  ELLIP H (02/10/07)  727.047  (m)                       GP(2002.00)    
 EM0820  ELLIP H (06/19/02)  727.047  (m)                       GP(       ) 5 1
 EM0820  NAD 83(1993)-  34 44 40.42386(N)    098 31 54.87191(W) AD(       ) 1
 EM0820  ELLIP H (11/28/94)  727.082  (m)                       GP(       ) 5 1
 EM0820  NAD 83(1986)-  34 44 40.43015(N)    098 31 54.85723(W) AD(       ) 1
 EM0820  NAD 83(1986)-  34 44 40.42918(N)    098 31 54.85533(W) AD(       ) 2
 EM0820  NAD 27      -  34 44 40.18300(N)    098 31 53.64300(W) AD(       ) 2
 EM0820  NGVD 29 (12/08/88)  752.6    (m)  RAPSU86  model used  GPS OBS        
 EM0820  NGVD 29 (07/19/86)  753.2    (m)         2471.     (f) VERT ANG       
 EM0820
 EM0820.Superseded values are not recommended for survey control.
 EM0820
 EM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0820.See file dsdata.pdf to determine how the superseded data were derived.
 EM0820
 EM0820_MARKER: DH = HORIZONTAL CONTROL DISK
 EM0820_SETTING: 80 = SET IN A BOULDER
 EM0820_STAMPING: MT SCOTT 1966 1980
 EM0820_MARK LOGO: NGS
 EM0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0820+STABILITY: SURFACE MOTION
 EM0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0820+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2012
 EM0820
 EM0820  HISTORY     - Date     Condition        Report By
 EM0820  HISTORY     - 1980     MONUMENTED       NGS
 EM0820  HISTORY     - 1988     GOOD             NGS
 EM0820  HISTORY     - 20000210 GOOD             LOCSUR
 EM0820  HISTORY     - 20120204 GOOD             GEOCAC
 EM0820
 EM0820                          STATION DESCRIPTION
 EM0820
 EM0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0820'THE STATION WAS RECOVERED AT THIS DATE.
 EM0820'THE 1980 NGS DISK THAT IS NOW THE STATION WAS SET BY F. SCOTT, US
 EM0820'ARMY AND CDR CARLEN, NOAA.
 EM0820'REFERENCE MARKS 1 AND 2 AND DOPPLER STATION 11441 WERE RECOVERED TO
 EM0820'LOCATE STATION BUT WERE NOT DESCRIBED.
 EM0820'
 EM0820'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 EM0820'NORTHWEST OF LAWTON, 3.2 KM (2.0 MI) NORTHWEST OF MEDICINE PARK,
 EM0820'2.0 KM (1.25 MI) WEST OF LAKE LAWTONKA AND ON THE HIGHEST POINT OF
 EM0820'MOUNT SCOTT.
 EM0820'OWNERSHIP--US DEPARTMENT OF THE INTERIOR, FISH AND WILDLIFE
 EM0820'SERVICE.  REFUGE MANAGER, WICHITA MOUNTAINS WILDLIFE REFUGE, ROUTE
 EM0820'1, BOX 448, INDIAHOMA, OK 73552, PHONE 405-429-3222.
 EM0820'
 EM0820'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND
 EM0820'INTERSTATE HIGHWAY 44 AT THE NORTH EDGE OF FORT SILL, GO WEST ON
 EM0820'STATE HIGHWAY 49 FOR 6.4 KM (4.0 MI) TO THE JUNCTION OF STATE
 EM0820'HIGHWAY 58.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 1.4 KM (0.9 MI)
 EM0820'TO A FORK.  KEEP LEFT FORK AND CONTINUE WEST FOR 1.6 KM (1.0 MI) TO
 EM0820'A CONCRETE BRIDGE.  CONTINUE WEST FOR 4.4 KM (2.75 MI) TO A SIDE
 EM0820'ROAD RIGHT AT SIGN, MT SCOTT SUMMIT.  TURN RIGHT AND FOLLOW WINDING
 EM0820'ROAD UPHILL FOR 4.4 KM (2.75 MI) TO STATION IN TOP OF BOULDER ON
 EM0820'HIGHEST POINT OF SUMMIT.
 EM0820'
 EM0820'THE STATION IS A STANDARD NGS STATION MARK DISK STAMPED---MT SCOTT
 EM0820'1966 1980---, SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 18
 EM0820'FEET IN DIAMETER AND PROJECTS ABOUT 8 FEET.  LOCATED 23.3 METERS
 EM0820'76.4 FT) NORTH OF DOPPLER STATION 11441, 12.5 METERS (41.0 FT)
 EM0820'NORTHWEST FROM RM 2 AND 10.7 METERS (35.1 FT) SOUTHWEST FROM RM 1.
 EM0820'
 EM0820'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0820'
 EM0820'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0820'
 EM0820'DESCRIBED BY D.A. BOWLING.
 EM0820
 EM0820                          STATION RECOVERY (2000)
 EM0820
 EM0820'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0820'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0820'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0820'NO OBSTRUCTIONS.  NEED TO BRING SAND BAGS TO STABILIZE TRIPOD, THERE
 EM0820'ARE HOLES DRILLED FOR TRIPOD LEGS BUT THIS AREA IS VERY WINDY.
 EM0820
 EM0820                          STATION RECOVERY (2012)
 EM0820
 EM0820'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 EM0820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1111 ***********************************************************************
 FH1111  DESIGNATION -  MTN HOME
 FH1111  PID         -  FH1111
 FH1111  STATE/COUNTY-  OK/HASKELL
 FH1111  COUNTRY     -  US
 FH1111  USGS QUAD   -  QUINTON NORTH (2018)
 FH1111
 FH1111                         *CURRENT SURVEY CONTROL
 FH1111  ______________________________________________________________________
 FH1111* NAD 83(1993) POSITION- 35 12 48.54708(N) 095 18 15.68512(W)   ADJUSTED
 FH1111* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 FH1111  ______________________________________________________________________
 FH1111  GEOID HEIGHT    -        -30.526 (meters)                     GEOID18
 FH1111  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 FH1111  HORZ ORDER      -  FIRST
 FH1111
 FH1111.The horizontal coordinates were established by classical geodetic methods
 FH1111.and adjusted by the National Geodetic Survey in November 1994.
 FH1111
 FH1111.The orthometric height was scaled from a topographic map.
 FH1111
 FH1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1111.GEOID18 height accuracy estimate available here.
 FH1111
 FH1111.Click photographs - Photos may exist for this station.
 FH1111
 FH1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1111
 FH1111. The following values were computed from the NAD 83(1993) position.
 FH1111
 FH1111;                    North         East     Units Scale Factor Converg.
 FH1111;SPC OK S     -   211,836.326   845,409.357   MT  0.99999614   +1 31 48.3
 FH1111;SPC OK S     -   694,999.68  2,773,647.20   sFT  0.99999614   +1 31 48.3
 FH1111;UTM  15      - 3,899,151.099   290,252.110   MT  1.00014221   -1 19 45.2
 FH1111
 FH1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1111!SPC OK S     -   0.99995360  x   0.99999614  =   0.99994974
 FH1111!UTM  15      -   0.99995360  x   1.00014221  =   1.00009581
 FH1111
 FH1111:                Primary Azimuth Mark                     Grid Az
 FH1111:SPC OK S     -  MTN HOME AZ MK                           129 37 39.6
 FH1111:UTM  15      -  MTN HOME AZ MK                           132 29 13.1
 FH1111
 FH1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9025299151(NAD 83)
 FH1111
 FH1111|---------------------------------------------------------------------|
 FH1111| PID    Reference Object                     Distance      Geod. Az  |
 FH1111|                                                           dddmmss.s |
 FH1111| CI2587 MTN HOME AZ MK                                     1310927.9 |
 FH1111| CI2588 MTN HOME RM 1                        26.915 METERS 19747     |
 FH1111| CI2589 MTN HOME RM 2                        18.230 METERS 28408     |
 FH1111|---------------------------------------------------------------------|
 FH1111
 FH1111                          SUPERSEDED SURVEY CONTROL
 FH1111
 FH1111  NAD 83(1986)-  35 12 48.56006(N)    095 18 15.67880(W) AD(       ) 1
 FH1111  NAD 27      -  35 12 48.21100(N)    095 18 14.78500(W) AD(       ) 1
 FH1111
 FH1111.Superseded values are not recommended for survey control.
 FH1111
 FH1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1111.See file dsdata.pdf to determine how the superseded data were derived.
 FH1111
 FH1111_MARKER: DS = TRIANGULATION STATION DISK
 FH1111_SETTING: 80 = SET IN A BOULDER
 FH1111_STAMPING: MTN HOME 1940
 FH1111_MARK LOGO: CGS
 FH1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1111+STABILITY: SURFACE MOTION
 FH1111
 FH1111  HISTORY     - Date     Condition        Report By
 FH1111  HISTORY     - 1940     MONUMENTED       CGS
 FH1111  HISTORY     - 1959     GOOD             CGS
 FH1111
 FH1111                          STATION DESCRIPTION
 FH1111
 FH1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1111'THIS STATION IS LOCATED ABOUT 10 MILES WSW OF STIGLER, 7
 FH1111'MILES SW OF BRIARTOWN, ABOUT 40 FEET E OF THE HIGHEST AND
 FH1111'MOST NORTHERLY POINT OF A WOODED HILL.
 FH1111'
 FH1111'STATION AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH1111'HOLES IN BOULDERS.
 FH1111'
 FH1111'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 FH1111'IN OUTCROPPING BEDROCK.
 FH1111'
 FH1111'THE STATION MARK IS SET IN THE TOP OF A LARGE BOULDER ABOUT
 FH1111'6 FEET BY 3 FEET PROJECTING 14 INCHES, 7.7 FEET N OF WHITE
 FH1111'WITNESS POST, STAMPED MTN. HOME 1940.
 FH1111'
 FH1111'REFERENCE MARK NO.1 IS SSW OF STATION, BURIED 1-1/2 FEET,
 FH1111'SET FLUSH, STAMPED MTN. HOME NO.1 1940.  REFERENCE MARK
 FH1111'NO.2 IS WNW OF STATION, 1 FOOT BELOW STATION, PROJECTS 18
 FH1111'INCHES, STAMPED MTN. HOME NO.2 1940.
 FH1111'
 FH1111'THE AZIMUTH MARK IS SET IN THE TOP OF A LARGE SANDSTONE
 FH1111'BOULDER ABOUT 15 FEET BY 10 FEET, WHICH IS IN A HOG PEN,
 FH1111'52 FEET S OF CENTER LINE OF ROAD, 28 FEET SSW OF FENCE CORNER,
 FH1111'11.5 FEET S OF FENCE LINE, PROJECTS 18 INCHES, STAMPED MTN.
 FH1111'HOME 1940.
 FH1111'
 FH1111'TO REACH THE STATION FROM THE STIGLER POST OFFICE GO W ON
 FH1111'STATE HIGHWAY 10 FOR 6.6 MILES TO JUNCTION WITH STATE HIGHWAY
 FH1111'2 AT WHITEFIELD, TURN LEFT (S) ON HIGHWAY 2 AND GO 3.5 MILES
 FH1111'TO SIDE ROAD LEADING RIGHT (W) AT S CURVE IN MAIN HIGHWAY,
 FH1111'TURN RIGHT, CROSS SMALL BRIDGE JUST AHEAD, AND GO 2.9 MILES
 FH1111'TO AZIMUTH MARK ON S SIDE OF ROAD AT FARM BUILDINGS ON BOTH
 FH1111'SIDES OF ROAD, CONTINUE W FOR 0.1 MILE TO ROAD LEADING RIGHT
 FH1111'(N), TURN RIGHT AND GO 0.8 MILE TO ROAD LEADING LEFT (W),
 FH1111'TURN LEFT AND GO 0.2 MILE TO FORK, TAKE RIGHT FORK AND GO
 FH1111'0.2 MILE TO DIM LEFT FORK S OF HOUSE, TURN LEFT (W) AND
 FH1111'GO 0.05 MILE TO WIRE GAP IN FENCE, PASS THROUGH GAP AND
 FH1111'CONTINUE 0.1 MILE TO GRASSY FIELD ON LEFT (S), TURN LEFT
 FH1111'ACROSS FIELD AND GO 0.15 MILE TO EDGE OF WOODS AT ARROW
 FH1111'BLAZE ON TREE, BEAR RIGHT AND FOLLOW TRACK ROAD W AND SW
 FH1111'THROUGH TIMBER TO SUMMIT OF HILL AND STATION.
 FH1111'
 FH1111'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 FH1111
 FH1111                          STATION RECOVERY (1959)
 FH1111
 FH1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1111'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1111'THE ROAD LEADING TO THE SUMMIT OF THE MOUNTAIN HAS BEEN
 FH1111'ABANDONED AND A TRUCK CAN BE DRIVEN TO WITHIN ABOUT 0.4
 FH1111'MILE OF THE STATION.
 FH1111'
 FH1111'TO REACH THE STATION FROM WHITEFIELD, FROM THE JUNCTION
 FH1111'OF STATE HIGHWAYS 2, 9 AND 90, GO SOUTH ON STATE HIGHWAY
 FH1111'2 FOR 3.5 MILES TO A T-ROAD RIGHT (A NEW BRIDGE IS UNDER
 FH1111'CONSTRUCTION ABOUT 0.1 MILE SOUTH OF THE PRESENT INTERSECTION),
 FH1111'TURN RIGHT AND FOLLOW MAIN ROAD WEST FOR 2.95 MILES TO A
 FH1111'HOUSE ON RIGHT AND AZIMUTH MARK TO SOUTHWEST OF HOUSE (THE
 FH1111'ROAD HAS BEEN STRAIGHTENED AND THE MARK IS ABOUT 100 FEET
 FH1111'SOUTH OF THE ROAD BUT OTHERWISE AS DESCRIBED IN 1940),
 FH1111'CONTINUE WEST FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 FH1111'AND GO NORTH FOR 0.7 MILE TO A WIRE GATE ON LEFT, TURN
 FH1111'LEFT AND FOLLOW TRACK ROAD WESTERLY FOR 0.25 MILE,
 FH1111'TURN RIGHT AROUND AN OLD BUILDING SITE AND GO NORTH FOR
 FH1111'0.05 MILE TO A GATE WEST OF AN OLD BARN, GO THROUGH GATE
 FH1111'THEN TURN LEFT AND GO WEST AND NORTHWEST FOR 0.2 MILE TO
 FH1111'END OF TRUCK TRAVEL AT SOUTHWEST CORNER OF FIELD.  PACK
 FH1111'WEST-SOUTHWEST TO TOP OF RIDGE NEAR NORTH END AND
 FH1111'STATION AS DESCRIBED IN 1940.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0953 ***********************************************************************
 EL0953  DESIGNATION -  MUD
 EL0953  PID         -  EL0953
 EL0953  STATE/COUNTY-  OK/JEFFERSON
 EL0953  COUNTRY     -  US
 EL0953  USGS QUAD   -  RINGLING NW (2018)
 EL0953
 EL0953                         *CURRENT SURVEY CONTROL
 EL0953  ______________________________________________________________________
 EL0953* NAD 83(1993) POSITION- 34 14 22.27641(N) 097 39 46.23925(W)   ADJUSTED
 EL0953* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 EL0953  ______________________________________________________________________
 EL0953  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 EL0953  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 EL0953  HORZ ORDER      -  THIRD
 EL0953
 EL0953.The horizontal coordinates were established by classical geodetic methods
 EL0953.and adjusted by the National Geodetic Survey in November 1994.
 EL0953
 EL0953.The orthometric height was scaled from a topographic map.
 EL0953
 EL0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0953.GEOID18 height accuracy estimate available here.
 EL0953
 EL0953.Click photographs - Photos may exist for this station.
 EL0953
 EL0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0953
 EL0953. The following values were computed from the NAD 83(1993) position.
 EL0953
 EL0953;                    North         East     Units Scale Factor Converg.
 EL0953;SPC OK S     -   100,569.173   631,058.878   MT  0.99995393   +0 11 29.0
 EL0953;SPC OK S     -   329,950.70  2,070,399.00   sFT  0.99995393   +0 11 29.0
 EL0953;UTM  14      - 3,789,522.702   623,139.906   MT  0.99978691   +0 45 08.8
 EL0953
 EL0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0953!SPC OK S     -   0.99995850  x   0.99995393  =   0.99991243
 EL0953!UTM  14      -   0.99995850  x   0.99978691  =   0.99974542
 EL0953
 EL0953:                Primary Azimuth Mark                     Grid Az
 EL0953:SPC OK S     -  MUD AZ MK                                140 56 44.9
 EL0953:UTM  14      -  MUD AZ MK                                140 23 05.1
 EL0953
 EL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2313989522(NAD 83)
 EL0953
 EL0953|---------------------------------------------------------------------|
 EL0953| PID    Reference Object                     Distance      Geod. Az  |
 EL0953|                                                           dddmmss.s |
 EL0953| CY2621 MUD RM 1                              6.513 METERS 11050     |
 EL0953| EL0941 RINGLING MUNICIPAL TANK             APPROX. 9.1 KM 1371435.2 |
 EL0953| CY2620 MUD AZ MK                                          1410813.9 |
 EL0953| CY2622 MUD RM 2                              6.355 METERS 20819     |
 EL0953|---------------------------------------------------------------------|
 EL0953
 EL0953                          SUPERSEDED SURVEY CONTROL
 EL0953
 EL0953  NAD 83(1986)-  34 14 22.28075(N)    097 39 46.22880(W) AD(       ) 3
 EL0953  NAD 27      -  34 14 21.95150(N)    097 39 45.11760(W) AD(       ) 3
 EL0953
 EL0953.Superseded values are not recommended for survey control.
 EL0953
 EL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0953.See file dsdata.pdf to determine how the superseded data were derived.
 EL0953
 EL0953_MARKER: DS = TRIANGULATION STATION DISK
 EL0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0953_STAMPING: MUD 1955
 EL0953_MARK LOGO: CGS
 EL0953_PROJECTION: FLUSH
 EL0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0953+STABILITY: SURFACE MOTION
 EL0953
 EL0953  HISTORY     - Date     Condition        Report By
 EL0953  HISTORY     - 1955     MONUMENTED       CGS
 EL0953  HISTORY     - 1963     GOOD             CGS
 EL0953
 EL0953                          STATION DESCRIPTION
 EL0953
 EL0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0953'THE STATION IS LOCATED ABOUT 9 MILES WEST OF HEALDTON AND ABOUT
 EL0953'5 MILES NORTHWEST OF RINGLING ON A GRASS-COVERED HILL, ON LAND
 EL0953'BELONGING TO MR. CLOUD HARRIS.  THE STATION MARK IS 93 FEET
 EL0953'EAST NORTHEAST OF A LONE TREE AND 9 FEET NORTHWEST OF THE WITNESS
 EL0953'POST.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED MUD 1955.
 EL0953'
 EL0953'REFERENCE MARK NO. 1 IS 102 FEET EAST OF THE LONE TREE AND 13-1/2
 EL0953'FEET EAST OF THE WITNESS POST.  IT IS SET FLUSH AND IS STAMPED
 EL0953'MUD NO 1 1955.
 EL0953'
 EL0953'REFERENCE MARK NO. 2 IS 85 FEET EAST OF THE LONE TREE AND
 EL0953'19-1/2 FEET SOUTHWEST OF THE WITNESS POST.  IT IS SET FLUSH
 EL0953'AND IS STAMPED MUD NO 2 1955.
 EL0953'
 EL0953'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 31.65 FEET.
 EL0953'
 EL0953'THE AZIMUTH MARK IS 85 YARDS WEST OF THE CENTER OF A TRACK ROAD
 EL0953'AND 1-1/2 FEET NORTHWEST OF THE NORTH LEG OF A DOUBLE POWER
 EL0953'LINE POLE.  IT IS SET FLUSH AND IS STAMPED MUD 1955.
 EL0953'
 EL0953'TO REACH THE STATION FROM THE RINGLING POST OFFICE GO WEST ON THE
 EL0953'MAIN STREET FOR 0.2 MILE TO THE END OF THE STREET AT A COTTON
 EL0953'GIN AND A TEXACO SERVICE STATION ON THE RIGHT.  TURN RIGHT,
 EL0953'NORTH, AND FOLLOW GRADED ROAD NORTH FOR 2.5 MILES TO A CROSSROAD
 EL0953'AND SIGN MT. HOME SCHOOL.  TURN LEFT AND GO 1.2 MILES TO THE
 EL0953'SCHOOL ON THE RIGHT.  CONTINUE WEST FOR 1.8 MILES TO A T
 EL0953'ROAD RIGHT.  TURN RIGHT GOING NORTH FOR 1.0 MILE TO A BOARD
 EL0953'GATE ON THE LEFT.  PASS THRU GATE AND GO WEST FOR 0.15 MILE TO
 EL0953'AN ABANDONED RANCH.  CONTINUE WEST AND NORTH ON THE TRACK
 EL0953'ROAD FOR 0.5 MILE TO A FORK AT AN OLD FENCE CORNER.  TAKE
 EL0953'RIGHT FORK AND GO NORTH FOR 0.15 MILE TO THE AZIMUTH MARK
 EL0953'ON THE LEFT.  CONTINUE NORTH AND NORTHWEST ON THE TRACK
 EL0953'ROAD FOR 0.25 MILE TO A DIM FORK.  TAKE LEFT FORK, WEST,
 EL0953'AND UPGRADE FOR 0.1 MILE TO THE STATION AND REFERENCE MARKS
 EL0953'AS DESCRIBED.
 EL0953
 EL0953                          STATION RECOVERY (1963)
 EL0953
 EL0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0953'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED AND
 EL0953'FOUND IN GOOD CONDITION.  STATION IS IN THE NW 1/4 OF SEC. 6, T.
 EL0953'4 S., R. 4 W.
 EL0953'
 EL0953'TO REACH FROM THE FIRST NATIONAL BANK IN RINGLING, FOLLOW
 EL0953'STATE HIGHWAY 89 NORTH FOR 2.75 MILES TO CROSSROADS, TURN
 EL0953'LEFT, GO WEST ON GRADED ROAD FOR 3.1 MILES TO A BOARD GATE ON
 EL0953'THE RIGHT, TURN RIGHT THROUGH GATE AND GO NORTH FOR 1.05 MILES
 EL0953'PASSING THROUGH ANOTHER BOARD GATE TO A FENCE CORNER AND
 EL0953'WIRE GATE, TURN LEFT THROUGH GATE AND GO 0.15 MILE TO ANOTHER
 EL0953'WIRE GATE, PASS THROUGH GATE AND GO WEST AND NORTHWEST ON PLAIN
 EL0953'TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.15
 EL0953'MILE TO WHERE POWER LINE CROSSES TRACK ROAD AND AZIMUTH MARK
 EL0953'ON LEFT AT NORTH LEG OF DOUBLE POWER LINE POLE.  CONTINUE ON
 EL0953'TRACK ROAD NORTHWEST FOR ABOUT 0.35 MILE TO HIGHEST POINT
 EL0953'AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1012 ***********************************************************************
 FH1012  DESIGNATION -  MULDROW
 FH1012  PID         -  FH1012
 FH1012  STATE/COUNTY-  OK/SEQUOYAH
 FH1012  COUNTRY     -  US
 FH1012  USGS QUAD   -  MULDROW (2018)
 FH1012
 FH1012                         *CURRENT SURVEY CONTROL
 FH1012  ______________________________________________________________________
 FH1012* NAD 83(1993) POSITION- 35 25 07.86362(N) 094 36 40.97787(W)   ADJUSTED
 FH1012* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 FH1012  ______________________________________________________________________
 FH1012  GEOID HEIGHT    -        -30.083 (meters)                     GEOID18
 FH1012  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 FH1012  HORZ ORDER      -  FIRST
 FH1012
 FH1012.The horizontal coordinates were established by classical geodetic methods
 FH1012.and adjusted by the National Geodetic Survey in November 1994.
 FH1012
 FH1012.The orthometric height was scaled from a topographic map.
 FH1012
 FH1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1012.GEOID18 height accuracy estimate available here.
 FH1012
 FH1012.Click photographs - Photos may exist for this station.
 FH1012
 FH1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1012
 FH1012. The following values were computed from the NAD 83(1993) position.
 FH1012
 FH1012;                    North         East     Units Scale Factor Converg.
 FH1012;SPC OK N     -    51,843.576   907,702.875   MT  1.00003012   +1 59 59.2
 FH1012;SPC OK N     -   170,090.13  2,978,021.85   sFT  1.00003012   +1 59 59.2
 FH1012;SPC OK S     -   236,509.737   907,711.190   MT  1.00004193   +1 55 24.4
 FH1012;SPC OK S     -   775,949.03  2,978,049.13   sFT  1.00004193   +1 55 24.4
 FH1012;UTM  15      - 3,920,686.084   353,705.483   MT  0.99986375   -0 56 02.5
 FH1012
 FH1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1012!SPC OK N     -   0.99996876  x   1.00003012  =   0.99999888
 FH1012!SPC OK S     -   0.99996876  x   1.00004193  =   1.00001069
 FH1012!UTM  15      -   0.99996876  x   0.99986375  =   0.99983252
 FH1012
 FH1012:                Primary Azimuth Mark                     Grid Az
 FH1012:SPC OK N     -  MULDROW AZ MK                            159 40 50.7
 FH1012:SPC OK S     -  MULDROW AZ MK                            159 45 25.5
 FH1012:UTM  15      -  MULDROW AZ MK                            162 36 52.4
 FH1012
 FH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5370520686(NAD 83)
 FH1012
 FH1012|---------------------------------------------------------------------|
 FH1012| PID    Reference Object                     Distance      Geod. Az  |
 FH1012|                                                           dddmmss.s |
 FH1012| CI2591 MULDROW RM 1                         38.149 METERS 11104     |
 FH1012| FH1011 MULDROW MUNICIPAL TANK              APPROX. 1.6 KM 1264409.8 |
 FH1012| CI2590 MULDROW AZ MK                                      1614049.9 |
 FH1012| CI2592 MULDROW RM 2                         52.439 METERS 17644     |
 FH1012|---------------------------------------------------------------------|
 FH1012
 FH1012                          SUPERSEDED SURVEY CONTROL
 FH1012
 FH1012  NAD 83(1986)-  35 25 07.86593(N)    094 36 40.96633(W) AD(       ) 1
 FH1012  NAD 27      -  35 25 07.53500(N)    094 36 40.17900(W) AD(       ) 1
 FH1012
 FH1012.Superseded values are not recommended for survey control.
 FH1012
 FH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1012.See file dsdata.pdf to determine how the superseded data were derived.
 FH1012
 FH1012_MARKER: DS = TRIANGULATION STATION DISK
 FH1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1012_STAMPING: MULDROW 1940
 FH1012_MARK LOGO: CGS
 FH1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1012+STABILITY: SURFACE MOTION
 FH1012
 FH1012  HISTORY     - Date     Condition        Report By
 FH1012  HISTORY     - 1940     MONUMENTED       CGS
 FH1012  HISTORY     - 1959     GOOD             CGS
 FH1012
 FH1012                          STATION DESCRIPTION
 FH1012
 FH1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1012'STATION IS ABOUT 10 MILES ESE OF SALLISAW ON THE HIGHEST
 FH1012'POINT OF AN E-W TIMBERED RIDGE DIRECTLY, AND ABOUT 1 MILE
 FH1012'NW OF MULDROW.
 FH1012'
 FH1012'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1012'BRONZE DISKS SET IN CONCRETE.
 FH1012'
 FH1012'STATION MARK IS 21.7 FEET W OF SW CORNER OF HOUSE, 5.3 FEET
 FH1012'SE OF WHITE WITNESS POST, PROJECTING 6 INCHES AND IS STAMPED
 FH1012'MULDROW 1940.
 FH1012'
 FH1012'REFERENCE MARK NO.1 IS 1 FOOT E OF GARDEN FENCE, 24.5 FEET
 FH1012'S OF OLD WELL, 1 FOOT BELOW STATION, PROJECTING 6 INCHES
 FH1012'AND IS STAMPED MULDROW NO.1 1940.  REFERENCE MARK NO.2 IS
 FH1012'42 FEET SW OF GATE POST NEAR BARN, 1 FOOT N OF FENCE LINE,
 FH1012'4 FEET BELOW STATION PROJECTING 6 INCHES AND IS STAMPED
 FH1012'MULDROW NO.2 1940.
 FH1012'
 FH1012'AZIMUTH MARK IS 33 FEET NW OF U.S. HIGHWAY 64, 2.8 FEET
 FH1012'SW OF WHITE WITNESS POST, 48.5 FEET S OF FENCE LINE, PROJECTING
 FH1012'4 INCHES AND IS STAMPED MULDROW 1940.
 FH1012'
 FH1012'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 64
 FH1012'AND A GRAVELED ROAD ON W SIDE OF SCHOOL GROUNDS IN MULDROW,
 FH1012'FOLLOW GRAVEL ROAD N 0.2 MILE TO RAILROAD CROSSING, AZIMUTH
 FH1012'MARK IS REACHED FROM THIS SAME INTERSECTION BY GOING W ON
 FH1012'U.S. HIGHWAY 64, 0.4 MILE TO MARK ON RIGHT (N) AT W EDGE
 FH1012'OF MULDROW.  TO CONTINUE TO STATION CROSS TRACKS AND GO
 FH1012'0.15 MILE TO T-ROAD, TURN LEFT (W) AND GO 0.4 MILE, TURN
 FH1012'LEFT AND GO W AND N 0.55 MILE TO WOOD ROAD LEADING RIGHT
 FH1012'UPGRADE ALONG CREST OF RIDGE, TURN RIGHT (E) AND GO 0.4
 FH1012'MILE TO END OF ROAD AT OLD HOUSE SET IN CEDAR TREES AND
 FH1012'STATION W OF HOUSE.
 FH1012'
 FH1012'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1012
 FH1012                          STATION RECOVERY (1959)
 FH1012
 FH1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1012'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1012'THE HOUSE NEAR THE STATION HAS BEEN ABANDONED AND IT HAS
 FH1012'NOT BEEN OCCUPIED FOR SEVERAL YEARS.  NO ROADS ARE MAINTAINED
 FH1012'TO THE TOP OF THE RIDGE.
 FH1012'
 FH1012'TO REACH THE STATION FROM MULDROW, FROM THE POST OFFICE,
 FH1012'GO NORTH ACROSS RAILROAD FOR 0.2 MILE TO CROSS-STREETS,
 FH1012'TURN LEFT AND GO WEST FOR 0.4 MILE, TURN RIGHT AND GO NORTH,
 FH1012'WEST AND NORTH FOR 0.45 MILE, TURN LEFT AND GO WEST AND
 FH1012'NORTH FOR 0.6 MILE TO FORKS, TAKE RIGHT FORK FOR 0.1 MILE
 FH1012'TO HOUSE AND END OF TRUCK TRAVEL.  PACK SOUTHEAST AND EAST
 FH1012'FOR ABOUT 0.5 MILE TO AN OLD ABANDONED FARM SITE AND STATION
 FH1012'AS DESCRIBED IN 1940.
 FH1012'
 FH1012'TO REACH THE AZIMUTH MARK FROM THE MULDROW POST OFFICE,
 FH1012'GO SOUTH FOR 0.15 MILE TO CROSS-STREETS, TURN RIGHT AND
 FH1012'GO WEST ON OLD U.S. HIGHWAY 64 FOR 0.4 MILE TO THE MARK
 FH1012'ON THE RIGHT.  THE MARK IS IN THE EDGE OF A GARDEN, NORTHEAST
 FH1012'ACROSS ROAD FROM AN OLD CONCRETE BLOCK GARAGE AND 4-1/2
 FH1012'FEET NORTH OF THE GARDEN FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1011 ***********************************************************************
 FH1011  DESIGNATION -  MULDROW MUNICIPAL TANK
 FH1011  PID         -  FH1011
 FH1011  STATE/COUNTY-  OK/SEQUOYAH
 FH1011  COUNTRY     -  US
 FH1011  USGS QUAD   -  MULDROW (2018)
 FH1011
 FH1011                         *CURRENT SURVEY CONTROL
 FH1011  ______________________________________________________________________
 FH1011* NAD 83(1993) POSITION- 35 24 37.23707(N) 094 35 50.85792(W)   ADJUSTED
 FH1011  ______________________________________________________________________
 FH1011  GEOID HEIGHT    -        -30.116 (meters)                     GEOID18
 FH1011  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 FH1011  HORZ ORDER      -  THIRD
 FH1011
 FH1011.The horizontal coordinates were established by classical geodetic methods
 FH1011.and adjusted by the National Geodetic Survey in November 1994.
 FH1011
 FH1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1011.GEOID18 height accuracy estimate available here.
 FH1011
 FH1011.Click photographs - Photos may exist for this station.
 FH1011
 FH1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1011
 FH1011. The following values were computed from the NAD 83(1993) position.
 FH1011
 FH1011;                    North         East     Units Scale Factor Converg.
 FH1011;SPC OK N     -    50,944.463   908,999.636   MT  1.00003205   +2 00 28.8
 FH1011;SPC OK N     -   167,140.29  2,982,276.31   sFT  1.00003205   +2 00 28.8
 FH1011;SPC OK S     -   235,608.885   909,006.762   MT  1.00003978   +1 55 52.8
 FH1011;SPC OK S     -   772,993.48  2,982,299.68   sFT  1.00003978   +1 55 52.8
 FH1011;UTM  15      - 3,919,721.942   354,954.314   MT  0.99985927   -0 55 32.8
 FH1011
 FH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5495419721(NAD 83)
 FH1011
 FH1011                          SUPERSEDED SURVEY CONTROL
 FH1011
 FH1011  NAD 83(1986)-  35 24 37.23895(N)    094 35 50.84673(W) AD(       ) 3
 FH1011  NAD 27      -  35 24 36.91000(N)    094 35 50.06000(W) AD(       ) 3
 FH1011
 FH1011.Superseded values are not recommended for survey control.
 FH1011
 FH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1011.See file dsdata.pdf to determine how the superseded data were derived.
 FH1011
 FH1011_MARKER: 82 = FINIAL
 FH1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1011+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2010
 FH1011
 FH1011  HISTORY     - Date     Condition        Report By
 FH1011  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1011  HISTORY     - 20101030 GOOD             GEOCAC
 FH1011
 FH1011                          STATION DESCRIPTION
 FH1011
 FH1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1011'THIS IS AN INTERSECTION STATION.  THE POINT OBSERVED UPON
 FH1011'WAS THE FINIAL OF THE MULDROW MUNICIPAL WATER TANK.  THIS IS
 FH1011'AN ELEVATED, BLACK STEEL STRUCTURE APPROXIMATELY 90 FEET TO
 FH1011'THE BASE OF THE TANK AND 30 FEET FROM BASE TO FINIAL.  AN
 FH1011'8-INCH STANDPIPE EXTENDS FROM THE GROUND TO THE BASE OF THE
 FH1011'TANK.
 FH1011'
 FH1011'THE TANK IS LOCATED ABOUT 150 FEET N OF THE MISSOURI PACIFIC
 FH1011'TRACKS AND IS ABOUT 200 FEET NW OF THE MULDROW DEPOT.
 FH1011
 FH1011                          STATION RECOVERY (2010)
 FH1011
 FH1011'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 FH1011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0729 ***********************************************************************
 GH0729  DESIGNATION -  MULHALL
 GH0729  PID         -  GH0729
 GH0729  STATE/COUNTY-  OK/LOGAN
 GH0729  COUNTRY     -  US
 GH0729  USGS QUAD   -  MULHALL (2018)
 GH0729
 GH0729                         *CURRENT SURVEY CONTROL
 GH0729  ______________________________________________________________________
 GH0729* NAD 83(1993) POSITION- 36 01 12.65680(N) 097 24 27.71959(W)   ADJUSTED
 GH0729* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0729  ______________________________________________________________________
 GH0729  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 GH0729  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 GH0729  HORZ ORDER      -  THIRD
 GH0729
 GH0729.The horizontal coordinates were established by classical geodetic methods
 GH0729.and adjusted by the National Geodetic Survey in November 1994.
 GH0729
 GH0729.The orthometric height was scaled from a topographic map.
 GH0729
 GH0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0729.GEOID18 height accuracy estimate available here.
 GH0729
 GH0729.Click photographs - Photos may exist for this station.
 GH0729
 GH0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0729
 GH0729. The following values were computed from the NAD 83(1993) position.
 GH0729
 GH0729;                    North         East     Units Scale Factor Converg.
 GH0729;SPC OK N     -   113,354.740   653,387.282   MT  0.99994870   +0 20 58.4
 GH0729;SPC OK N     -   371,898.01  2,143,654.77   sFT  0.99994870   +0 20 58.4
 GH0729;UTM  14      - 3,987,359.602   643,479.394   MT  0.99985366   +0 56 11.6
 GH0729
 GH0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0729!SPC OK N     -   0.99995414  x   0.99994870  =   0.99990285
 GH0729!UTM  14      -   0.99995414  x   0.99985366  =   0.99980781
 GH0729
 GH0729:                Primary Azimuth Mark                     Grid Az
 GH0729:SPC OK N     -  MULHALL 1954 AZ MK                       001 34 28.2
 GH0729:UTM  14      -  MULHALL 1954 AZ MK                       000 59 15.0
 GH0729
 GH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4347987359(NAD 83)
 GH0729
 GH0729|---------------------------------------------------------------------|
 GH0729| PID    Reference Object                     Distance      Geod. Az  |
 GH0729|                                                           dddmmss.s |
 GH0729| GH0733 MULHALL 1954 AZ MK                  APPROX. 0.6 KM 0015526.6 |
 GH0729| GH0730 MULHALL MUNICIPAL TANK              APPROX. 5.1 KM 0033559.7 |
 GH0729| CL5815 MULHALL RM 3                         22.726 METERS 07925     |
 GH0729| CL5813 MULHALL RM 1                         21.677 METERS 08439     |
 GH0729| CL5814 MULHALL RM 2                         17.498 METERS 18138     |
 GH0729|---------------------------------------------------------------------|
 GH0729
 GH0729                          SUPERSEDED SURVEY CONTROL
 GH0729
 GH0729  NAD 83(1986)-  36 01 12.66413(N)    097 24 27.70501(W) AD(       ) 3
 GH0729  NAD 27      -  36 01 12.50181(N)    097 24 26.54792(W) AD(       ) 3
 GH0729
 GH0729.Superseded values are not recommended for survey control.
 GH0729
 GH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0729.See file dsdata.pdf to determine how the superseded data were derived.
 GH0729
 GH0729_MARKER: DS = TRIANGULATION STATION DISK
 GH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0729_STAMPING: MULHALL 1954
 GH0729_MARK LOGO: CGS
 GH0729_PROJECTION: FLUSH
 GH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0729+STABILITY: SURFACE MOTION
 GH0729
 GH0729  HISTORY     - Date     Condition        Report By
 GH0729  HISTORY     - 1954     MONUMENTED       CGS
 GH0729  HISTORY     - 1977     GOOD             NGS
 GH0729
 GH0729                          STATION DESCRIPTION
 GH0729
 GH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0729'THE STATION IS IN THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
 GH0729'SEC. 21, T. 18 N., R. 2 W. ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 GH0729'77.  IT IS 9-3/4 MILES NORTH AND 1 MILE EAST OF GUTHRIE, 3 MILES
 GH0729'SOUTH OF MULHALL AND AT THE SUMMIT OF A RISE.
 GH0729'
 GH0729'TO REACH FROM THE BANK IN MULHALL GO SOUTH ON U.S. HIGHWAY 77
 GH0729'FOR 3.0 MILES TO THE SUMMIT OF A RISE, A FARMHOUSE ON EITHER
 GH0729'SIDE OF THE ROAD AND THE STATION ON THE RIGHT.
 GH0729'
 GH0729'THE STATION MARK IS 102 FEET NORTH OF THE NORTHEAST CORNER OF A
 GH0729'FARMYARD, 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMYARD,
 GH0729'36.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, 5 FEET
 GH0729'NORTHEAST OF A WITNESS POST, 4 FEET EAST OF A FENCE AND IS
 GH0729'LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 GH0729'MULHALL 1954.
 GH0729'
 GH0729'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 35.5 FEET
 GH0729'NORTH OF THE FENCE CORNER AT THE NORTHWEST CORNER OF THE
 GH0729'FARMYARD, 3 FEET WEST OF THE FENCE AND PROJECTS 3 INCHES.
 GH0729'THE DISK IS STAMPED MULHALL NO 1 1954.
 GH0729'
 GH0729'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 45 FEET NORTH
 GH0729'OF THE NORTHEAST CORNER OF A FARMYARD, 10 FEET NORTH-NORTHWEST OF
 GH0729'A TELEPHONE POLE, 3 FEET EAST OF A FENCE AND PROJECTS 3
 GH0729'INCHES.  THE DISK IS STAMPED MULHALL NO 2 1954.
 GH0729'
 GH0729'THE AZIMUTH MARK, 0.35 MILE NORTH OF THE STATION, IS 125 FEET
 GH0729'NORTH OF A FENCE CORNER AND SIGN READING KENDALL THE 2000
 GH0729'MILE OIL, 40 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 GH0729'77, 2 FEET SOUTH OF A WITNESS POST, 1 FOOT WEST OF A FENCE
 GH0729'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED MULHALL 1954.
 GH0729'
 GH0729'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GH0729
 GH0729                          STATION RECOVERY (1977)
 GH0729
 GH0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GH0729'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 GH0729'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 GH0729'EXPOSED AND THE TOP CHIPPED OFF WITH DISK MISSING BUT PART OF STEM
 GH0729'INTACT.  THE ANGLE, AZIMUTH MARK TO THE TANK MISSED THE PREVIOUS
 GH0729'ANGLE 2.5 SECONDS.  THE ANGLE, AZIMUTH MARK TO REFERENCE
 GH0729'MARK 2 MISSED THE PREVIOUS ANGLE 2 MINUTES 22 SECONDS.  THE
 GH0729'DISTANCE TO REFERENCE MARK 2 CHECKED THE PREVIOUS DISTANCE FLAT.
 GH0729'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 GH0729'
 GH0729'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 GH0729'
 GH0729'THE STATION IS IN THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
 GH0729'SEC. 21, T 18 N, R 2 W, ON THE WEST RIGHT-OF-WAY OF US HIGHWAY 77,
 GH0729'ABOUT 9-3/4 MILES NORTH AND 1.0 MILE EAST OF GUTHRIE AND 3.0 MILES
 GH0729'SOUTH OF MULHALL AND AT THE SUMMIT OF A RISE.
 GH0729'
 GH0729'TO REACH THE STATION FROM THE OKLAHOMA STATE BANK IN MULHALL, GO
 GH0729'SOUTH ON US HIGHWAY 77 FOR 2.75 MILES TO THE AZIMUTH MARK ON THE
 GH0729'LEFT, CONTINUE SOUTH ON HIGHWAY 77 FOR 0.35 MILE TO THE STATION ON
 GH0729'THE RIGHT.
 GH0729'
 GH0729'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MULHALL 1954, SET
 GH0729'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 GH0729'GROUND SURFACE.  IT IS 95.5 FEET NORTH OF A CORNER FENCE POST, 36
 GH0729'FEET WEST OF THE CENTER OF HIGHWAY 77 AND 4 FEET EAST OF A NEW
 GH0729'METAL WITNESS POST IN FENCELINE.  THE UNDERGROUND DISK WAS NOT
 GH0729'INSPECTED THIS DATE.
 GH0729'
 GH0729'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MULHALL NO 2 1954, SET
 GH0729'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 GH0729'ABOVE THE GROUND SURFACE.  IT IS 38 FEET NORTH OF THE CORNER FENCE
 GH0729'POST, 38 FEET WEST OF THE CENTER OF HIGHWAY 77 AND 2 FEET EAST OF
 GH0729'FENCELINE.
 GH0729'
 GH0729'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 GH0729'MULHALL 1954 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 GH0729'42 FEET NORTH OF A CORNER FENCE POST, 37.5 FEET EAST OF THE CENTER
 GH0729'OF HIGHWAY 77 AND 0.7 FOOT WEST OF A METAL WITNESS POST IN
 GH0729'FENCELINE.
 GH0729'
 GH0729'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MULHALL 1954, SET IN THE
 GH0729'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 GH0729'THE SURFACE OF THE GROUND.  IT IS 40 FEET EAST OF THE CENTER OF
 GH0729'HIGHWAY 77 AND 1 FOOT WEST OF A METAL WITNESS POST IN FENCELINE.
 GH0729'
 GH0729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES SOUTH OF
 GH0729'MULHALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0730 ***********************************************************************
 GH0730  DESIGNATION -  MULHALL MUNICIPAL TANK
 GH0730  PID         -  GH0730
 GH0730  STATE/COUNTY-  OK/LOGAN
 GH0730  COUNTRY     -  US
 GH0730  USGS QUAD   -  MULHALL (2018)
 GH0730
 GH0730                         *CURRENT SURVEY CONTROL
 GH0730  ______________________________________________________________________
 GH0730* NAD 83(1993) POSITION- 36 03 58.38837(N) 097 24 14.87724(W)   ADJUSTED
 GH0730  ______________________________________________________________________
 GH0730  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 GH0730  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 GH0730  HORZ ORDER      -  THIRD
 GH0730
 GH0730.The horizontal coordinates were established by classical geodetic methods
 GH0730.and adjusted by the National Geodetic Survey in November 1994.
 GH0730
 GH0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0730.GEOID18 height accuracy estimate available here.
 GH0730
 GH0730.Click photographs - Photos may exist for this station.
 GH0730
 GH0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0730
 GH0730. The following values were computed from the NAD 83(1993) position.
 GH0730
 GH0730;                    North         East     Units Scale Factor Converg.
 GH0730;SPC OK N     -   118,464.550   653,677.470   MT  0.99994696   +0 21 05.9
 GH0730;SPC OK N     -   388,662.44  2,144,606.83   sFT  0.99994696   +0 21 05.9
 GH0730;UTM  14      - 3,992,471.640   643,717.150   MT  0.99985450   +0 56 22.8
 GH0730
 GH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4371792471(NAD 83)
 GH0730
 GH0730                          SUPERSEDED SURVEY CONTROL
 GH0730
 GH0730  NAD 83(1986)-  36 03 58.39619(N)    097 24 14.86318(W) AD(       ) 3
 GH0730  NAD 27      -  36 03 58.24030(N)    097 24 13.70279(W) AD(       ) 3
 GH0730
 GH0730.Superseded values are not recommended for survey control.
 GH0730
 GH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0730.See file dsdata.pdf to determine how the superseded data were derived.
 GH0730
 GH0730_MARKER: 53 = ELEVATED TANK
 GH0730
 GH0730  HISTORY     - Date     Condition        Report By
 GH0730  HISTORY     - 1955     FIRST OBSERVED   CGS
 GH0730
 GH0730                          STATION DESCRIPTION
 GH0730
 GH0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 GH0730'THE STATION IS THE BALL ATOP THE METAL TANK AT THE NORTHEAST
 GH0730'EDGE OF MULHALL.  IT IS ELEVATED BY A FOUR LEGGED SKELETON
 GH0730'FRAMEWORK APPROXIMATELY 130 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0883 ***********************************************************************
 GG0883  DESIGNATION -  MULLENDORE
 GG0883  PID         -  GG0883
 GG0883  STATE/COUNTY-  OK/WASHINGTON
 GG0883  COUNTRY     -  US
 GG0883  USGS QUAD   -  COPAN (2019)
 GG0883
 GG0883                         *CURRENT SURVEY CONTROL
 GG0883  ______________________________________________________________________
 GG0883* NAD 83(1997) POSITION- 36 58 42.42143(N) 095 59 32.51550(W)   ADJUSTED
 GG0883* NAVD 88 ORTHO HEIGHT -   300.    (meters)      984.    (feet) SCALED
 GG0883  ______________________________________________________________________
 GG0883  GEOID HEIGHT    -        -29.472 (meters)                     GEOID18
 GG0883  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 GG0883  HORZ ORDER      -  FIRST
 GG0883
 GG0883.The horizontal coordinates were established by classical geodetic methods
 GG0883.and adjusted by the National Geodetic Survey in October 1998.
 GG0883
 GG0883.The orthometric height was scaled from a topographic map.
 GG0883
 GG0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0883.GEOID18 height accuracy estimate available here.
 GG0883
 GG0883.Click photographs - Photos may exist for this station.
 GG0883
 GG0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0883
 GG0883. The following values were computed from the NAD 83(1997) position.
 GG0883
 GG0883;                    North         East     Units Scale Factor Converg.
 GG0883;SPC OK N     -   221,374.667   778,748.723   MT  1.00004550   +1 11 05.3
 GG0883;SPC OK N     -   726,293.39  2,554,944.77   sFT  1.00004550   +1 11 05.3
 GG0883;UTM  15      - 4,096,667.817   233,642.217   MT  1.00047409   -1 48 03.6
 GG0883;UTM  14      - 4,096,710.674   767,717.276   MT  1.00048304   +1 48 36.8
 GG0883
 GG0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0883!SPC OK N     -   0.99995753  x   1.00004550  =   1.00000302
 GG0883!UTM  15      -   0.99995753  x   1.00047409  =   1.00043160
 GG0883!UTM  14      -   0.99995753  x   1.00048304  =   1.00044054
 GG0883
 GG0883:                Primary Azimuth Mark                     Grid Az
 GG0883:SPC OK N     -  MULLENDORE AZ MK                         216 06 50.3
 GG0883:UTM  15      -  MULLENDORE AZ MK                         219 05 59.2
 GG0883:UTM  14      -  MULLENDORE AZ MK                         215 29 18.8
 GG0883
 GG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3364296667(NAD 83)
 GG0883
 GG0883|---------------------------------------------------------------------|
 GG0883| PID    Reference Object                     Distance      Geod. Az  |
 GG0883|                                                           dddmmss.s |
 GG0883| HE0850 CANEY MUNICIPAL STANDPIPE           APPROX. 6.5 KM 0310544.7 |
 GG0883| CI2594 MULLENDORE RM 1                      24.921 METERS 05839     |
 GG0883| HE0849 CANEY SINCLAIR PLINE MICROWAVE      APPROX. 9.4 KM 0662229.5 |
 GG0883| CI2593 MULLENDORE AZ MK                                   2171755.6 |
 GG0883| CI2595 MULLENDORE RM 2                      13.613 METERS 34224     |
 GG0883|---------------------------------------------------------------------|
 GG0883
 GG0883                          SUPERSEDED SURVEY CONTROL
 GG0883
 GG0883  NAD 83(1993)-  36 58 42.42356(N)    095 59 32.51361(W) AD(       ) 1
 GG0883  NAD 83(1986)-  36 58 42.43709(N)    095 59 32.49381(W) AD(       ) 1
 GG0883  NAD 27      -  36 58 42.18196(N)    095 59 31.56458(W) AD(       ) 1
 GG0883
 GG0883.Superseded values are not recommended for survey control.
 GG0883
 GG0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0883.See file dsdata.pdf to determine how the superseded data were derived.
 GG0883
 GG0883_MARKER: DS = TRIANGULATION STATION DISK
 GG0883_SETTING: 66 = SET IN ROCK OUTCROP
 GG0883_STAMPING: MULLENDORE 1962
 GG0883_MARK LOGO: CGS
 GG0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0883+STABILITY: POSITION/ELEVATION WELL
 GG0883
 GG0883  HISTORY     - Date     Condition        Report By
 GG0883  HISTORY     - 1962     MONUMENTED       CGS
 GG0883
 GG0883                          STATION DESCRIPTION
 GG0883
 GG0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GG0883'THE STATION IS LOCATED 4 MILES SOUTHWEST OF CANEY, KANSAS,
 GG0883'1-1/2 MILES SOUTH OF THE KANSAS-OKLAHOMA STATE LINE AND
 GG0883'1-1/2 MILES WEST SOUTHWEST OF THE MULLENDORE RANCH BUILDINGS.
 GG0883'THE STATION IS ON THE MULLENDORE RANCH WHICH IS OWNED BY
 GG0883'MR. E.C. MULLENDORE III.  PERMISSION SHOULD BE OBTAINED
 GG0883'BEFORE GOING TO THE STATION.
 GG0883'
 GG0883'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 GG0883'HIGHWAY 10 IN COPAN GO WESTERLY ON STATE HIGHWAY 10 FOR
 GG0883'4.8 MILES TO WHERE THE HIGHWAY TURNS LEFT, WEST.  CONTINUE
 GG0883'ON THE HIGHWAY FOR 2.6 MILES TO A SMALL BRIDGE OVER COON
 GG0883'CREEK, CONTINUE WEST, 0.3 MILE TO CROSSROADS.  TURN RIGHT,
 GG0883'NORTH, AND GO 2.5 MILES TO A CATTLE GUARD, CONTINUE ACROSS
 GG0883'THE CATTLE GUARD FOR 0.7 MILE TO A T-ROAD RIGHT JUST BEFORE
 GG0883'REACHING THE RANCH BUILDINGS.  TURN RIGHT, EASTERLY, FOR 0.1 MILE
 GG0883'TO A GATE.  CONTINUE EASTERLY ON A BLADED ROAD FOR 0.2
 GG0883'MILE TO A FORK JUST AFTER CROSSING A WASH.  TAKE THE LEFT
 GG0883'FORK AND GO 0.3 MILE TO A SMALL STONE PUMP HOUSE ON THE
 GG0883'LEFT.  CONTINUE 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 GG0883'SOUTH, SIDE OF THE ROAD ON A SMALL HILL.  CONTINUE 0.3 MILE
 GG0883'TO A T-ROAD LEFT JUST BEFORE REACHING A CORRAL AND SHED.
 GG0883'TURN LEFT, NORTHERLY AND GO UP HILL AND ALONG THE RIDGE FOR
 GG0883'0.6 MILE TO A T-ROAD AND FENCE CORNER.  TURN RIGHT, SOUTH,
 GG0883'FOR 0.1 MILE TO THE STATION.
 GG0883'
 GG0883'THE STATION MARK IS A STANDARD DISK, STAMPED MULLENDORE
 GG0883'1962, CEMENTED IN A DRILL HOLE IN A 2.5 BY 3 FOOT ROCK OUTCROP
 GG0883'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE HIGHEST
 GG0883'POINT OF THE RIDGE AND AT THE SOUTH EDGE.
 GG0883'
 GG0883'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MULLENDORE NO
 GG0883'1 1962, CEMENTED IN A DRILL HOLE IN A 6 BY 10 FOOT ROCK
 GG0883'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET
 GG0883'LOWER THAN THE STATION MARK.
 GG0883'
 GG0883'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MULLENDORE NO
 GG0883'2 1962, CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT ROCK
 GG0883'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND.  IT IS THE
 GG0883'SAME ELEVATION AS THE STATION MARK.
 GG0883'
 GG0883'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MULLENDORE 1962,
 GG0883'CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT BOULDER PROJECTING
 GG0883'2 FEET ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 0.1
 GG0883'MILE SOUTH OF THE ROAD ON THE HIGHEST POINT OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0653 ***********************************************************************
 GJ0653  DESIGNATION -  MUNSON
 GJ0653  PID         -  GJ0653
 GJ0653  STATE/COUNTY-  OK/WOODWARD
 GJ0653  COUNTRY     -  US
 GJ0653  USGS QUAD   -  SLEEPING BEAR CREEK SW (2018)
 GJ0653
 GJ0653                         *CURRENT SURVEY CONTROL
 GJ0653  ______________________________________________________________________
 GJ0653* NAD 83(1993) POSITION- 36 34 05.43265(N) 099 23 20.05163(W)   ADJUSTED
 GJ0653* NAVD 88 ORTHO HEIGHT -   632.3   (meters)     2074.    (feet) VERTCON3
 GJ0653  ______________________________________________________________________
 GJ0653  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 GJ0653  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 GJ0653  HORZ ORDER      -  SECOND
 GJ0653  VERT ORDER      -  THIRD ? (See Below)
 GJ0653
 GJ0653.The horizontal coordinates were established by classical geodetic methods
 GJ0653.and adjusted by the National Geodetic Survey in November 1994.
 GJ0653
 GJ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0653
 GJ0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0653.GEOID18 height accuracy estimate available here.
 GJ0653
 GJ0653.The vertical order pertains to the NGVD 29 superseded value.
 GJ0653
 GJ0653.Click photographs - Photos may exist for this station.
 GJ0653
 GJ0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0653
 GJ0653. The following values were computed from the NAD 83(1993) position.
 GJ0653
 GJ0653;                    North         East     Units Scale Factor Converg.
 GJ0653;SPC OK N     -   174,885.963   475,683.799   MT  0.99996980   -0 49 10.8
 GJ0653;SPC OK N     -   573,771.70  1,560,639.26   sFT  0.99996980   -0 49 10.8
 GJ0653;UTM  14      - 4,047,040.806   465,202.147   MT  0.99961492   -0 13 54.1
 GJ0653
 GJ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0653!SPC OK N     -   0.99990521  x   0.99996980  =   0.99987501
 GJ0653!UTM  14      -   0.99990521  x   0.99961492  =   0.99952017
 GJ0653
 GJ0653:                Primary Azimuth Mark                     Grid Az
 GJ0653:SPC OK N     -  WOODWARD BUTCHER TRU VUE MAST            182 45 49.6
 GJ0653:UTM  14      -  WOODWARD BUTCHER TRU VUE MAST            182 10 32.9
 GJ0653
 GJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6520247040(NAD 83)
 GJ0653
 GJ0653|---------------------------------------------------------------------|
 GJ0653| PID    Reference Object                     Distance      Geod. Az  |
 GJ0653|                                                           dddmmss.s |
 GJ0653| GJ0684 WOODWARD SCHLUMBERGER RAD MAST      APPROX.18.9 KM 1795320.8 |
 GJ0653| GJ0685 WOODWARD BUTCHER TRU VUE MAST       APPROX.15.8 KM 1815638.8 |
 GJ0653| GJ0686 WOODWARD TOM MOORE RADIO MAST       APPROX.17.2 KM 1833636.5 |
 GJ0653| GJ0688 BRYAN JACKSON RADIO MAST            APPROX.20.1 KM 2034958.0 |
 GJ0653| GJ0690 WOODWARD MUN AIRPORT BEACON         APPROX.18.9 KM 2174918.2 |
 GJ0653| CK9486 MUNSON RM 1                          23.918 METERS 22229     |
 GJ0653| CK9487 MUNSON RM 2                          23.336 METERS 33253     |
 GJ0653| CK9485 MUNSON AZ MK                                       3561045.8 |
 GJ0653|---------------------------------------------------------------------|
 GJ0653
 GJ0653                          SUPERSEDED SURVEY CONTROL
 GJ0653
 GJ0653  NAD 83(1986)-  36 34 05.43801(N)    099 23 20.03879(W) AD(       ) 2
 GJ0653  NAD 27      -  36 34 05.31283(N)    099 23 18.64696(W) AD(       ) 2
 GJ0653
 GJ0653.Superseded values are not recommended for survey control.
 GJ0653
 GJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0653.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0653
 GJ0653_MARKER: DS = TRIANGULATION STATION DISK
 GJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0653_STAMPING: MUNSON 1963
 GJ0653_MARK LOGO: CGS
 GJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0653+STABILITY: SURFACE MOTION
 GJ0653
 GJ0653  HISTORY     - Date     Condition        Report By
 GJ0653  HISTORY     - 1963     MONUMENTED       CGS
 GJ0653  HISTORY     - 1976     GOOD             NGS
 GJ0653
 GJ0653                          STATION DESCRIPTION
 GJ0653
 GJ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0653'THE STATION IS ABOUT 9 MILES NORTH OF WOODWARD AND 10 MILES EAST OF
 GJ0653'SUPPLY, ON THE HIGHEST POINT OF A BRUSH COVERED KNOLL WHICH IS THE
 GJ0653'HIGHEST KNOLL IN THE IMMEDIATE VICINITY AND IN PASTURE LAND OWNED
 GJ0653'BY R. D. MUNSON WHO LIVES 1 MILE NORTH OF THE STATION.
 GJ0653'
 GJ0653'TO REACH THE STATION FROM THE POST OFFICE IN WOODWARD, GO EAST ON
 GJ0653'MAIN AVENUE FOR 0.15 MILE TO A CROSS STREET AT A TRAFFIC LIGHT.
 GJ0653'TURN LEFT AND GO NORTH ON STATE HIGHWAY 34 FOR 9.15 MILES TO THE
 GJ0653'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR ABOUT 250 FEET TO A
 GJ0653'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH
 GJ0653'ALONG THE EAST SIDE OF A FENCE FOR 0.4 MILE TO THE SUMMIT OF THE
 GJ0653'KNOLL AND THE STATION.
 GJ0653'
 GJ0653'THE STATION MARK IS A STANDARD DISK, STAMPED MUNSON 1963, SET IN THE
 GJ0653'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 GJ0653'5.3 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 175.9 FEET EAST AND
 GJ0653'ABOUT 20 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY AND 134.5
 GJ0653'FEET EAST OF AN EAST RIGHT-OF-WAY FENCE.
 GJ0653'
 GJ0653'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUNSON NO 1 1963, SET
 GJ0653'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0653'IT IS 122.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 80.8 FEET
 GJ0653'EAST OF THE FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0653'
 GJ0653'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MUNSON NO 2 1963, SET
 GJ0653'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0653'IT IS 140.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 99.2 FEET
 GJ0653'EAST OF THE FENCE AND ABOUT 5 FEET LOWER THAN THE STATION.
 GJ0653'
 GJ0653'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MUNSON 1963, SET IN
 GJ0653'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0653'IS 1.6 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST OF THE EAST
 GJ0653'RIGHT-OF-WAY FENCE, 2.2 FEET EAST OF A POWERLINE POLE AND 35.1
 GJ0653'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GJ0653'
 GJ0653'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GJ0653
 GJ0653                          STATION RECOVERY (1976)
 GJ0653
 GJ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0653'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GJ0653'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK WAS
 GJ0653'NOT RECOVERED PROBABLY DUE TO RECENT ROAD WORK AND REPLACEMENT OF
 GJ0653'A NEW NORTH-SOUTH RIGHT-OF-WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1068 ***********************************************************************
 FH1068  DESIGNATION -  MURRAY
 FH1068  PID         -  FH1068
 FH1068  STATE/COUNTY-  OK/MUSKOGEE
 FH1068  COUNTRY     -  US
 FH1068  USGS QUAD   -  KEEFTON (2018)
 FH1068
 FH1068                         *CURRENT SURVEY CONTROL
 FH1068  ______________________________________________________________________
 FH1068* NAD 83(1993) POSITION- 35 35 47.66321(N) 095 18 12.14276(W)   ADJUSTED
 FH1068* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 FH1068  ______________________________________________________________________
 FH1068  GEOID HEIGHT    -        -29.671 (meters)                     GEOID18
 FH1068  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 FH1068  HORZ ORDER      -  FIRST
 FH1068
 FH1068.The horizontal coordinates were established by classical geodetic methods
 FH1068.and adjusted by the National Geodetic Survey in November 1994.
 FH1068
 FH1068.The orthometric height was scaled from a topographic map.
 FH1068
 FH1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1068.GEOID18 height accuracy estimate available here.
 FH1068
 FH1068.Click photographs - Photos may exist for this station.
 FH1068
 FH1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1068
 FH1068. The following values were computed from the NAD 83(1993) position.
 FH1068
 FH1068;                    North         East     Units Scale Factor Converg.
 FH1068;SPC OK N     -    69,585.155   844,337.424   MT  0.99999471   +1 35 29.1
 FH1068;SPC OK N     -   228,297.30  2,770,130.37   sFT  0.99999471   +1 35 29.1
 FH1068;SPC OK S     -   254,328.097   844,363.548   MT  1.00009199   +1 31 50.3
 FH1068;SPC OK S     -   834,408.10  2,770,216.07   sFT  1.00009199   +1 31 50.3
 FH1068;UTM  15      - 3,941,646.230   291,332.023   MT  1.00013660   -1 20 28.4
 FH1068
 FH1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1068!SPC OK N     -   0.99997529  x   0.99999471  =   0.99997000
 FH1068!SPC OK S     -   0.99997529  x   1.00009199  =   1.00006728
 FH1068!UTM  15      -   0.99997529  x   1.00013660  =   1.00011189
 FH1068
 FH1068:                Primary Azimuth Mark                     Grid Az
 FH1068:SPC OK N     -  MURRAY 2 RM 5                            187 00 05.9
 FH1068:SPC OK S     -  MURRAY 2 RM 5                            187 03 44.7
 FH1068:UTM  15      -  MURRAY 2 RM 5                            189 56 03.4
 FH1068
 FH1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9133241646(NAD 83)
 FH1068
 FH1068|---------------------------------------------------------------------|
 FH1068| PID    Reference Object                     Distance      Geod. Az  |
 FH1068|                                                           dddmmss.s |
 FH1068| CI2600 MURRAY RM 1                          33.568 METERS 06134     |
 FH1068| CI2601 MURRAY RM 2                          13.387 METERS 18350     |
 FH1068| CI2599 MURRAY AZ MK                                       1882901.4 |
 FH1068| FH1070 MURRAY 2 RM 5                       APPROX. 0.7 KM 1883535.0 |
 FH1068| FH1069 MURRAY 2                            108.002 METERS 25726     |
 FH1068|---------------------------------------------------------------------|
 FH1068
 FH1068                          SUPERSEDED SURVEY CONTROL
 FH1068
 FH1068  NAD 83(1986)-  35 35 47.68006(N)    095 18 12.13067(W) AD(       ) 1
 FH1068  NAD 27      -  35 35 47.32800(N)    095 18 11.24900(W) AD(       ) 1
 FH1068
 FH1068.Superseded values are not recommended for survey control.
 FH1068
 FH1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1068.See file dsdata.pdf to determine how the superseded data were derived.
 FH1068
 FH1068_MARKER: DS = TRIANGULATION STATION DISK
 FH1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1068_STAMPING: MURRAY 1940
 FH1068_MARK LOGO: CGS
 FH1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1068+STABILITY: SURFACE MOTION
 FH1068
 FH1068  HISTORY     - Date     Condition        Report By
 FH1068  HISTORY     - 1940     MONUMENTED       CGS
 FH1068  HISTORY     - 1960     GOOD             CGS
 FH1068  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FH1068
 FH1068                          STATION DESCRIPTION
 FH1068
 FH1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1068'STATION IS LOCATED ABOUT 11 MILES SSE OF MUSKOGEE AND 7
 FH1068'MILES N OF WARNER, IN ROCKY PASTURE LAND OWNED BY MRS. MARY
 FH1068'MURRAY, WHO LIVES ABOUT 0.2 MILE N OF THE STATION.
 FH1068'
 FH1068'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1068'SET IN CONCRETE.
 FH1068'
 FH1068'REFERENCE MARKS ARE STANDARD DISKS IN DRILL HOLES IN OUTCROPPING
 FH1068'BEDROCK.
 FH1068'
 FH1068'STATION MARK IS STAMPED MURRAY 1940 AND PROJECTS 2 INCHES.
 FH1068'IT IS 7.7 FEET N OF A WHITE REFERENCE POST.
 FH1068'
 FH1068'REFERENCE MARK NO.1 IS STAMPED MURRAY NO.1, 1940, AND IS
 FH1068'SET FLUSH IN OUTCROPPING BEDROCK.  THE ROCK OUTCROP PROJECTS
 FH1068'1 FOOT ABOVE THE SURFACE AND IS 14.6 FEET E OF A 4-INCH
 FH1068'SAPLING, 16 FEET S OF A 4-INCH SAPLING, AND ON SAME LEVEL
 FH1068'AS THE STATION.  REFERENCE MARK NO.2 IS STAMPED MURRAY NO.2,
 FH1068'1940, AND IS SET FLUSH IN OUTCROPPING BEDROCK ON THE SAME LEVEL
 FH1068'AS THE STATION.
 FH1068'
 FH1068'THE AZIMUTH MARK IS STAMPED MURRAY 1940, AND PROJECTS 8 INCHES.
 FH1068'IT IS 1 FOOT W OF A FENCE, 18 FEET E OF THE CENTER OF THE
 FH1068'OLD ROAD, 3 FEET N OF A WHITE REFERENCE POST AND 150 FEET
 FH1068'NE OF THE HOME OF MR. CARROLL.
 FH1068'
 FH1068'TO REACH STATION FROM MUSKOGEE AT THE JUNCTION OF U.S.
 FH1068'HIGHWAY 64 AND U.S. HIGHWAY 69, GO S ON U.S. HIGHWAY 64 FOR
 FH1068'10.7 MILES TO A GRAVEL ROAD LEFT (E), TURN LEFT AND GO 3.05
 FH1068'MILES TO A CROSS ROAD AND A TRANSMISSION LINE, TURN RIGHT
 FH1068'(S), ALONG TRANSMISSION LINE AND FOLLOW OLD ROAD 1 MILE
 FH1068'TO TOP OF ROCKY HILL, TURN LEFT (E) THROUGH FENCE TO HIGHEST
 FH1068'POINT AND STATION.  FROM THIS POINT FOLLOW OLD ROAD S 0.6
 FH1068'MILE TO MR. CARROLLS HOUSE ON THE RIGHT AND THE AZIMUTH MARK
 FH1068'ON LEFT (E) SIDE OF THE ROAD.
 FH1068
 FH1068                          STATION RECOVERY (1960)
 FH1068
 FH1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1068'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1068'CONDITION.
 FH1068'
 FH1068'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MUSKOGEE
 FH1068'IS ADEQUATE.
 FH1068'
 FH1068'TO REACH FROM KEEFETON, FROM THE ODUS EVANS STORE, GO NORTHWEST
 FH1068'ON U.S. HIGHWAY 64 FOR 1.4 MILES TO A SIDE ROAD RIGHT, TURN
 FH1068'RIGHT AND GO EAST FOR 3.05 MILES TO CROSSROADS, TURN RIGHT
 FH1068'AND GO SOUTH FOR 1.0 MILE TO TOP OF HILL, TURN LEFT THROUGH
 FH1068'GATE AND GO SOUTHEAST TO HIGHEST POINT AND STATION.
 FH1068'
 FH1068'THE AZIMUTH MARK IS ON FIRST RIDGE SOUTH OF STATION, ON
 FH1068'EAST SIDE OF ROAD AND ABOUT OPPOSITE POWER POLE NO. 20 OVER
 FH1068'18.
 FH1068
 FH1068                          STATION RECOVERY (1974)
 FH1068
 FH1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FH1068'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 FH1068'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND ITS
 FH1068'BELIEVED THAT THE MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 FH1068'
 FH1068'THE STATION MARK AND REFERENCE MARKS WILL BE DESTROYED IN THE NEAR
 FH1068'FUTURE BY THE PROPERTY OWNER, BY BUILDING A HOME IN THE AREA.
 FH1068'
 FH1068'MURRAY 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA, DISTANCE AND
 FH1068'DIRECTION SHOWN ABOVE.
 FH1068'
 FH1068'POLARIS WAS OBSERVED AT THIS TIME.
 FH1068'
 FH1068'SEE DESCRIPTION FOR MURRAY 2 1974.
 FH1068'
 FH1068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MUSKOGEE 11 MILES
 FH1068'SSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0849 ***********************************************************************
 GG0849  DESIGNATION -  MURRAY
 GG0849  PID         -  GG0849
 GG0849  STATE/COUNTY-  OK/WASHINGTON
 GG0849  COUNTRY     -  US
 GG0849  USGS QUAD   -  VERA (2019)
 GG0849
 GG0849                         *CURRENT SURVEY CONTROL
 GG0849  ______________________________________________________________________
 GG0849* NAD 83(1993) POSITION- 36 25 40.64378(N) 095 54 51.38339(W)   ADJUSTED
 GG0849* NAVD 88 ORTHO HEIGHT -   232.9   (meters)      764.    (feet) VERTCON3
 GG0849  ______________________________________________________________________
 GG0849  GEOID HEIGHT    -        -28.965 (meters)                     GEOID18
 GG0849  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 GG0849  HORZ ORDER      -  SECOND
 GG0849
 GG0849.The horizontal coordinates were established by classical geodetic methods
 GG0849.and adjusted by the National Geodetic Survey in November 1994.
 GG0849
 GG0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0849
 GG0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0849.GEOID18 height accuracy estimate available here.
 GG0849
 GG0849.Click photographs - Photos may exist for this station.
 GG0849
 GG0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0849
 GG0849. The following values were computed from the NAD 83(1993) position.
 GG0849
 GG0849;                    North         East     Units Scale Factor Converg.
 GG0849;SPC OK N     -   160,446.323   787,012.852   MT  0.99995571   +1 13 51.2
 GG0849;SPC OK N     -   526,397.64  2,582,058.00   sFT  0.99995571   +1 13 51.2
 GG0849;UTM  15      - 4,035,364.294   238,736.434   MT  1.00044108   -1 43 53.4
 GG0849
 GG0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0849!SPC OK N     -   0.99996799  x   0.99995571  =   0.99992370
 GG0849!UTM  15      -   0.99996799  x   1.00044108  =   1.00040906
 GG0849
 GG0849:                Primary Azimuth Mark                     Grid Az
 GG0849:SPC OK N     -  COLLINSVILLE MUNICIPAL TANK              136 03 34.8
 GG0849:UTM  15      -  COLLINSVILLE MUNICIPAL TANK              139 01 19.4
 GG0849
 GG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3873635364(NAD 83)
 GG0849
 GG0849|---------------------------------------------------------------------|
 GG0849| PID    Reference Object                     Distance      Geod. Az  |
 GG0849|                                                           dddmmss.s |
 GG0849| CI2604 MURRAY RM 1                          15.004 METERS 00048     |
 GG0849| CI2605 MURRAY RM 2                          14.527 METERS 09320     |
 GG0849| GG0842 COLLINSVILLE MUNICIPAL TANK         APPROX. 9.2 KM 1371726.0 |
 GG0849|---------------------------------------------------------------------|
 GG0849
 GG0849                          SUPERSEDED SURVEY CONTROL
 GG0849
 GG0849  NAD 83(1986)-  36 25 40.66947(N)    095 54 51.36532(W) AD(       ) 2
 GG0849  NAD 27      -  36 25 40.32748(N)    095 54 50.40493(W) AD(       ) 2
 GG0849  NGVD 29 (07/19/86)  232.8    (m)          764.     (f) VERT ANG       
 GG0849
 GG0849.Superseded values are not recommended for survey control.
 GG0849
 GG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0849.See file dsdata.pdf to determine how the superseded data were derived.
 GG0849
 GG0849_MARKER: DD = SURVEY DISK
 GG0849_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0849+WITH SETTING: INFORMATION.
 GG0849_STAMPING: MURRAY 1968
 GG0849_MARK LOGO: USGS
 GG0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0849
 GG0849  HISTORY     - Date     Condition        Report By
 GG0849  HISTORY     - 1968     MONUMENTED       USGS
 GG0849
 GG0849                          STATION DESCRIPTION
 GG0849
 GG0849'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0849'THE STATION IS LOCATED ABOUT 4.5 MI N. AND 4.3 MI W. OF
 GG0849'COLLINSVILLE, T. 23 N., R. 13E., NEAR THE CENTER OF THE
 GG0849'SW. QUARTER OF SEC. 34.
 GG0849'
 GG0849'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWYS. 75
 GG0849'AND 169 IN COLLINSVILLE, GO W. ON U.S. HWY. 75 5.0 MI
 GG0849'TO WHERE U.S. 75 TURNS N., TURN RIGHT AND GO N. 4.0 MI TO
 GG0849'A CROSSROAD, TURN RIGHT THEN LEFT AND FOLLOW A PRIVATE
 GG0849'FARM DRIVE N., 0.25 MI TO TWO GATES, CONTINUE THROUGH THE
 GG0849'GATES, TURN RIGHT AND FOLLOW THE TRAIL TO AN OLD OIL
 GG0849'STORAGE TANK ON TOP OF A LOW HILL AND THE STATION WNW.
 GG0849'
 GG0849'THE STATION MARK IS 24 FT N. AND 36 FT W. OF AN OLD
 GG0849'OIL STORAGE TANK, STAMPED ET MURRAY 1968.
 GG0849'
 GG0849'REFERENCE MARK NO. 1 IS N. OF THE STATION, 72 FT N. AND
 GG0849'43 FT W. OF AN OLD OIL STORAGE TANK, STAMPED MURRAY NO 1
 GG0849'1968.
 GG0849'
 GG0849'REFERENCE MARK NO. 2 IS E. OF THE STATION, 21 FT N. AND
 GG0849'12 FT E. OF AN OLD OIL STORAGE TANK, STAMPED MURRAY NO 2
 GG0849'1968.
 GG0849'
 GG0849'AZIMUTH MARK IS LOCATED ABOUT 5.0 MI SE. OF
 GG0849'STATION--COLLINSVILLE MWT, LOCATED IN THE NW. SECTION
 GG0849'OF COLLINSVILLE, NEAR THE CENTER OF THE BLOCK BETWEEN
 GG0849'16TH, 17TH, WALNUT AND OAK STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1069 ***********************************************************************
 FH1069  DESIGNATION -  MURRAY 2
 FH1069  PID         -  FH1069
 FH1069  STATE/COUNTY-  OK/MUSKOGEE
 FH1069  COUNTRY     -  US
 FH1069  USGS QUAD   -  KEEFTON (2018)
 FH1069
 FH1069                         *CURRENT SURVEY CONTROL
 FH1069  ______________________________________________________________________
 FH1069* NAD 83(1993) POSITION- 35 35 46.90102(N) 095 18 16.33052(W)   NO CHECK
 FH1069* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) SCALED
 FH1069  ______________________________________________________________________
 FH1069  GEOID HEIGHT    -        -29.671 (meters)                     GEOID18
 FH1069  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 FH1069  HORZ ORDER      -  SECOND
 FH1069
 FH1069.The horizontal coordinates were established by classical geodetic methods
 FH1069.and adjusted by the National Geodetic Survey in November 1994.
 FH1069
 FH1069.No horizontal observational check was made to the station.
 FH1069
 FH1069.The orthometric height was scaled from a topographic map.
 FH1069
 FH1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1069.GEOID18 height accuracy estimate available here.
 FH1069
 FH1069.Click photographs - Photos may exist for this station.
 FH1069
 FH1069.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1069
 FH1069. The following values were computed from the NAD 83(1993) position.
 FH1069
 FH1069;                    North         East     Units Scale Factor Converg.
 FH1069;SPC OK N     -    69,558.747   844,232.701   MT  0.99999474   +1 35 26.6
 FH1069;SPC OK N     -   228,210.66  2,769,786.79   sFT  0.99999474   +1 35 26.6
 FH1069;SPC OK S     -   254,301.797   844,258.787   MT  1.00009193   +1 31 48.0
 FH1069;SPC OK S     -   834,321.81  2,769,872.37   sFT  1.00009193   +1 31 48.0
 FH1069;UTM  15      - 3,941,625.211   291,226.071   MT  1.00013714   -1 20 30.8
 FH1069
 FH1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1069!SPC OK N     -   0.99997576  x   0.99999474  =   0.99997050
 FH1069!SPC OK S     -   0.99997576  x   1.00009193  =   1.00006769
 FH1069!UTM  15      -   0.99997576  x   1.00013714  =   1.00011290
 FH1069
 FH1069:                Primary Azimuth Mark                     Grid Az
 FH1069:SPC OK N     -  MURRAY 2 RM 5                            178 30 23.6
 FH1069:SPC OK S     -  MURRAY 2 RM 5                            178 34 02.2
 FH1069:UTM  15      -  MURRAY 2 RM 5                            181 26 21.0
 FH1069
 FH1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9122641625(NAD 83)
 FH1069
 FH1069|---------------------------------------------------------------------|
 FH1069| PID    Reference Object                     Distance      Geod. Az  |
 FH1069|                                                           dddmmss.s |
 FH1069| CI2602 MURRAY 2 RM 3                         9.055 METERS 02946     |
 FH1069| FH1068 MURRAY                              108.002 METERS 07726     |
 FH1069| CI2603 MURRAY 2 RM 4                         7.852 METERS 17850     |
 FH1069| FH1070 MURRAY 2 RM 5                       APPROX. 0.7 KM 1800550.2 |
 FH1069|---------------------------------------------------------------------|
 FH1069
 FH1069                          SUPERSEDED SURVEY CONTROL
 FH1069
 FH1069  NAD 83(1986)-  35 35 46.91784(N)    095 18 16.31852(W) AD(       ) 2
 FH1069  NAD 27      -  35 35 46.56579(N)    095 18 15.43664(W) AD(       ) 2
 FH1069
 FH1069.Superseded values are not recommended for survey control.
 FH1069
 FH1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1069.See file dsdata.pdf to determine how the superseded data were derived.
 FH1069
 FH1069_MARKER: DH = HORIZONTAL CONTROL DISK
 FH1069_SETTING: 66 = SET IN ROCK OUTCROP
 FH1069_STAMPING: MURRAY 2 1974
 FH1069_MARK LOGO: NGS
 FH1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1069+STABILITY: POSITION/ELEVATION WELL
 FH1069
 FH1069  HISTORY     - Date     Condition        Report By
 FH1069  HISTORY     - 1974     MONUMENTED       NGS
 FH1069
 FH1069                          STATION DESCRIPTION
 FH1069
 FH1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FH1069'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF MUSKOGEE,
 FH1069'7 MILES NORTH OF WARNER, 2-1/2 MILES EAST OF KEEFETON, ON THE WEST
 FH1069'EDGE OF A ROCKY COVERED KNOB, AND ON THE EAST SIDE OF A DIRT ROAD.
 FH1069'
 FH1069'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 64 AND
 FH1069'69, WHICH IS LOCATED ABOUT 1 MILE SOUTH OF MUSKOGEE.  GO EASTERLY
 FH1069'ON U.S. HWY. 64 FOR 1.3 MILES TO THE INTERSECTION OF CITY ROUTE
 FH1069'U.S. HWY. 64.  KEEP RIGHT AND GO SOUTH ON U.S. HIGHWAY 64 FOR
 FH1069'7.0 MILES TO A GROCERY STORE AND SKELLY GAS STATION ON THE LEFT,
 FH1069'CONTINUE SOUTH ON U.S. HWY. 64 FOR 0.3 MILE TO A SURFACE ROAD ON
 FH1069'THE LEFT.  TURN LEFT AND GO EAST ON SURFACE ROAD FOR 2.9 MILES TO
 FH1069'CROSSROADS.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 1.0 MILE
 FH1069'TO TOP OF KNOB AND STATION ON THE LEFT.
 FH1069'
 FH1069'STATION IS A STANDARD DISK, SET IN A DRILL HOLE IN BEDROCK, THAT IS
 FH1069'FLUSH WITH THE GROUND AND IS STAMPED MURRAY 2 1974.  IT IS 28
 FH1069'FEET EAST OF THE CENTER OF DIRT ROAD, 23 FEET NORTHWEST OF A
 FH1069'HI-LINE POLE, NO. 735.4 FEET EAST OF THE FENCE LINE AND 4 FEET
 FH1069'EAST-SOUTHEAST OF A METAL WITNESS POST.
 FH1069'
 FH1069'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 FH1069'BEDROCK, THAT IS FLUSH WITH THE GROUND AND IS STAMPED MURRAY 2 NO 3
 FH1069'1974.  IT IS 43 FEET EAST OF THE CENTER OF DIRT ROAD, 43 FEET
 FH1069'NORTH OF A HI-LINE POLE AND 19 FEET EAST OF THE FENCE-LINE.
 FH1069'
 FH1069'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 FH1069'BEDROCK, THAT IS FLUSH WITH THE GROUND AND IS STAMPED MURRAY 2 NO 4
 FH1069'1974.  IT IS 29 FEET EAST OF THE CENTER OF DIRT ROAD, 17 FEET
 FH1069'WEST-SOUTHWEST OF HI-LINE POLE AND 4 FEET EAST OF THE FENCE-LINE.
 FH1069'
 FH1069'REFERENCE MARK NO. 5 AZI IS A STANDARD DISK, SET IN THE TOP OF A
 FH1069'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FH1069'MURRAY 2 NO 5 AZI 1974.  IT IS 94 FEET NORTH OF A FENCE-CORNER,
 FH1069'62 FEET NORTH-NORTHWEST OF A HI-LINE POLE, 55 FEET NORTH OF A
 FH1069'BURIED CABLE OUTLET AND WARNING SIGN, 21 FEET EAST OF THE CENTER
 FH1069'OF DIRT ROAD, AND 1-FOOT WEST OF THE FENCE-LINE AND METAL WITNESS
 FH1069'POST.
 FH1069'
 FH1069'TO REACH REFERENCE MARK NO. 5 AZI FROM THE STATION, GO SOUTH ON
 FH1069'DIRT ROAD FOR 0.4 MILE TO MARK ON THE LEFT, JUST BEFORE REACHING THE
 FH1069'CREST OF RIDGE.
 FH1069'
 FH1069'NEAREST TOWN--KEEFETON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1070 ***********************************************************************
 FH1070  DESIGNATION -  MURRAY 2 RM 5
 FH1070  PID         -  FH1070
 FH1070  STATE/COUNTY-  OK/MUSKOGEE
 FH1070  COUNTRY     -  US
 FH1070  USGS QUAD   -  KEEFTON (2018)
 FH1070
 FH1070                         *CURRENT SURVEY CONTROL
 FH1070  ______________________________________________________________________
 FH1070* NAD 83(1993) POSITION- 35 35 24.77801(N) 095 18 16.37650(W)   NO CHECK
 FH1070* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 FH1070  ______________________________________________________________________
 FH1070  GEOID HEIGHT    -        -29.681 (meters)                     GEOID18
 FH1070  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 FH1070  HORZ ORDER      -  THIRD
 FH1070
 FH1070.The horizontal coordinates were established by classical geodetic methods
 FH1070.and adjusted by the National Geodetic Survey in November 1994.
 FH1070
 FH1070.No horizontal observational check was made to the station.
 FH1070
 FH1070.The orthometric height was scaled from a topographic map.
 FH1070
 FH1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1070.GEOID18 height accuracy estimate available here.
 FH1070
 FH1070.Click photographs - Photos may exist for this station.
 FH1070
 FH1070.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1070
 FH1070. The following values were computed from the NAD 83(1993) position.
 FH1070
 FH1070;                    North         East     Units Scale Factor Converg.
 FH1070;SPC OK N     -    68,877.152   844,250.471   MT  0.99999581   +1 35 26.6
 FH1070;SPC OK N     -   225,974.46  2,769,845.09   sFT  0.99999581   +1 35 26.6
 FH1070;SPC OK S     -   253,620.119   844,275.837   MT  1.00009004   +1 31 47.9
 FH1070;SPC OK S     -   832,085.34  2,769,928.31   sFT  1.00009004   +1 31 47.9
 FH1070;UTM  15      - 3,940,943.504   291,208.945   MT  1.00013723   -1 20 30.1
 FH1070
 FH1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1070!SPC OK N     -   0.99997686  x   0.99999581  =   0.99997267
 FH1070!SPC OK S     -   0.99997686  x   1.00009004  =   1.00006690
 FH1070!UTM  15      -   0.99997686  x   1.00013723  =   1.00011409
 FH1070
 FH1070:                Primary Azimuth Mark                     Grid Az
 FH1070:SPC OK N     -  MURRAY                                   007 00 05.9
 FH1070:SPC OK S     -  MURRAY                                   007 03 44.6
 FH1070:UTM  15      -  MURRAY                                   009 56 02.6
 FH1070
 FH1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9120840943(NAD 83)
 FH1070
 FH1070|---------------------------------------------------------------------|
 FH1070| PID    Reference Object                     Distance      Geod. Az  |
 FH1070|                                                           dddmmss.s |
 FH1070| FH1069 MURRAY 2                            APPROX. 0.7 KM 0000550.1 |
 FH1070| FH1068 MURRAY                              APPROX. 0.7 KM 0083532.5 |
 FH1070|---------------------------------------------------------------------|
 FH1070
 FH1070                          SUPERSEDED SURVEY CONTROL
 FH1070
 FH1070  NAD 83(1986)-  35 35 24.79482(N)    095 18 16.36437(W) AD(       ) 3
 FH1070  NAD 27      -  35 35 24.44230(N)    095 18 15.48266(W) AD(       ) 3
 FH1070
 FH1070.Superseded values are not recommended for survey control.
 FH1070
 FH1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1070.See file dsdata.pdf to determine how the superseded data were derived.
 FH1070
 FH1070_MARKER: DR = REFERENCE MARK DISK
 FH1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1070_STAMPING: MURRAY 2 NO 5 AZI 1974
 FH1070_MARK LOGO: NGS
 FH1070_PROJECTION: FLUSH
 FH1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1070+STABILITY: SURFACE MOTION
 FH1070
 FH1070  HISTORY     - Date     Condition        Report By
 FH1070  HISTORY     - 1974     MONUMENTED       NGS
 FH1070
 FH1070                          STATION DESCRIPTION
 FH1070
 FH1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FH1070'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF MUSKOGEE,
 FH1070'7 MILES NORTH OF WARNER, 2-1/2 MILES EAST OF KEEFETON, ON THE
 FH1070'WEST EDGE OF A ROCKY COVERED KNOB, AND ON THE EAST SIDE OF A DIRT
 FH1070'ROAD.
 FH1070'
 FH1070'TO REACH THE STATION MURRAY 2 FROM THE INTERSECTION OF U.S. HIGHWAYS
 FH1070'64 AND 69, WHICH IS LOCATED ABOUT 1 MILE SOUTH OF MUSKOGEE.  GO
 FH1070'EASTERLY ON U.S. HWY. 64 FOR 1.3 MILES TO THE INTERSECTION OF CITY
 FH1070'ROUTE U.S. HWY. 64.  KEEP RIGHT AND GO SOUTH ON U.S. HIGHWAY 64 FOR
 FH1070'7.0 MILES TO A GROCERY STORE AND SKELLY GAS STATION ON THE LEFT,
 FH1070'CONTINUE SOUTH ON U.S. HWY. 64 FOR 0.3 MILE TO A SURFACE ROAD ON
 FH1070'THE LEFT.  TURN LEFT AND GO EAST ON SURFACE ROAD FOR 2.9 MILES
 FH1070'TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 1.0
 FH1070'MILE TO TOP OF KNOB AND STATION ON THE LEFT.
 FH1070'
 FH1070'TO REACH REFERENCE MARK NO. 5 AZI FROM THE STATION, GO SOUTH ON
 FH1070'DIRT ROAD FOR 0.4 MILE TO MARK ON THE LEFT, JUST BEFORE REACHING
 FH1070'THE CREST OF RIDGE.
 FH1070'
 FH1070'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 FH1070'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FH1070'MURRAY 2 NO 5 AZI 1974.  IT IS 94 FEET NORTH OF A FENCE-CORNER,
 FH1070'62 FEET NORTH-NORTHWEST OF A HI-LINE POLE, 55 FEET NORTH OF A
 FH1070'BURIED CABLE OUTLET AND WARNING SIGN, 21 FEET EAST OF THE CENTER
 FH1070'OF DIRT ROAD, AND 1-FOOT WEST OF THE FENCE-LINE AND METAL
 FH1070'WITNESS POST.
 FH1070'
 FH1070'NEAREST TOWN--KEEFETON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0922 ***********************************************************************
 EK0922  DESIGNATION -  MURRIN
 EK0922  PID         -  EK0922
 EK0922  STATE/COUNTY-  OK/MCCURTAIN
 EK0922  COUNTRY     -  US
 EK0922  USGS QUAD   -  WHITE ROCK MOUNTAIN (2018)
 EK0922
 EK0922                         *CURRENT SURVEY CONTROL
 EK0922  ______________________________________________________________________
 EK0922* NAD 83(1993) POSITION- 34 26 42.26203(N) 094 48 56.73129(W)   ADJUSTED
 EK0922* NAVD 88 ORTHO HEIGHT -   436.28  (+/-2cm)     1431.4   (feet) VERTCON3
 EK0922  ______________________________________________________________________
 EK0922  GEOID HEIGHT    -        -30.892 (meters)                     GEOID18
 EK0922  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 EK0922  HORZ ORDER      -  FIRST
 EK0922  VERT ORDER      -  THIRD ? (See Below)
 EK0922
 EK0922.The horizontal coordinates were established by classical geodetic methods
 EK0922.and adjusted by the National Geodetic Survey in November 1994.
 EK0922
 EK0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0922
 EK0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0922.GEOID18 height accuracy estimate available here.
 EK0922
 EK0922.The vertical order pertains to the NGVD 29 superseded value.
 EK0922
 EK0922.Click photographs - Photos may exist for this station.
 EK0922
 EK0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0922
 EK0922. The following values were computed from the NAD 83(1993) position.
 EK0922
 EK0922;                    North         East     Units Scale Factor Converg.
 EK0922;SPC OK S     -   127,932.563   892,565.914   MT  0.99993888   +1 48 26.7
 EK0922;SPC OK S     -   419,725.42  2,928,360.00   sFT  0.99993888   +1 48 26.7
 EK0922;UTM  15      - 3,813,001.901   333,188.067   MT  0.99994300   -1 01 38.1
 EK0922
 EK0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0922!SPC OK S     -   0.99993637  x   0.99993888  =   0.99987525
 EK0922!UTM  15      -   0.99993637  x   0.99994300  =   0.99987937
 EK0922
 EK0922:                Primary Azimuth Mark                     Grid Az
 EK0922:SPC OK S     -  MURRIN AZ MK                             334 08 51.5
 EK0922:UTM  15      -  MURRIN AZ MK                             336 58 56.3
 EK0922
 EK0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3318813001(NAD 83)
 EK0922
 EK0922|---------------------------------------------------------------------|
 EK0922| PID    Reference Object                     Distance      Geod. Az  |
 EK0922|                                                           dddmmss.s |
 EK0922| CX6799 MURRIN RM 1                          28.963 METERS 12547     |
 EK0922| CX6800 MURRIN RM 2                          23.740 METERS 24939     |
 EK0922| CX6798 MURRIN AZ MK                                       3355718.2 |
 EK0922|---------------------------------------------------------------------|
 EK0922
 EK0922                          SUPERSEDED SURVEY CONTROL
 EK0922
 EK0922  NAD 83(1986)-  34 26 42.26494(N)    094 48 56.72191(W) AD(       ) 1
 EK0922  NAD 27      -  34 26 41.89500(N)    094 48 55.91500(W) AD(       ) 1
 EK0922  NGVD 29             436.18   (m)         1431.0    (f) LEVELING    3  
 EK0922
 EK0922.Superseded values are not recommended for survey control.
 EK0922
 EK0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0922.See file dsdata.pdf to determine how the superseded data were derived.
 EK0922
 EK0922_MARKER: DS = TRIANGULATION STATION DISK
 EK0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0922_STAMPING: MURRIN 1952
 EK0922_MARK LOGO: CGS
 EK0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0922+STABILITY: SURFACE MOTION
 EK0922
 EK0922  HISTORY     - Date     Condition        Report By
 EK0922  HISTORY     - 1952     MONUMENTED       CGS
 EK0922  HISTORY     - 1983     POOR             OKDH
 EK0922
 EK0922                          STATION DESCRIPTION
 EK0922
 EK0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0922'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTH-NORTHEAST OF
 EK0922'BETHEL ON A LOW WOODED HILL AND ON THE NORTH SIDE OF A DRIVEWAY
 EK0922'TO A FARM HOUSE.  IT IS 30 FEET NORTH OF THE CENTER OF THE
 EK0922'DRIVEWAY AND 18 FEET EAST OF A FENCE.  THE MARK PROJECTS 4
 EK0922'INCHES AND THE DISK IS STAMPED MURRIN 1952.
 EK0922'
 EK0922'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF THE CENTER OF THE
 EK0922'DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0922'MURRIN NO 1 1952.
 EK0922'
 EK0922'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE CENTER OF THE
 EK0922'DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0922'MURRIN NO 2 1952.
 EK0922'
 EK0922'THE AZIMUTH MARK IS 46 FEET EAST OF A GRAVEL ROAD KNOWN
 EK0922'LOCALLY AS THE INDIAN HIGHWAY AND 2 FEET EAST OF A WITNESS
 EK0922'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0922'MURRIN 1952.
 EK0922'
 EK0922'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BETHEL,
 EK0922'GO NORTH ON A GRAVEL ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT.
 EK0922'CONTINUE ON NORTHERLY FOR 5.45 MILES TO A DRIVEWAY ON THE
 EK0922'LEFT, (THE AZIMUTH MARK IS ON THE RIGHT SIDE OF THE ROAD
 EK0922'0.4 MILE NORTH OF THIS DRIVEWAY.) TURN LEFT AND GO WEST ON
 EK0922'THE DRIVEWAY FOR 0.05 MILE TO A WIRE GATE AND THE STATION ON
 EK0922'THE LEFT.
 EK0922'
 EK0922'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EK0922
 EK0922                          STATION RECOVERY (1983)
 EK0922
 EK0922'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0922'MURRIN CAP IS MISSING.  CONC. WITH STEM STILL IN PLACE.
 EK0922'MURRIN NO. 1 FOUND GOOD.
 EK0922'MURRIN NO. 2 FOUND GOOD.
 EK0922'
 EK0922'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 6.75 MILES
 EK0922'NORTH-NORTHEAST OF BETHEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0942 ***********************************************************************
 EK0942  DESIGNATION -  MUSE
 EK0942  PID         -  EK0942
 EK0942  STATE/COUNTY-  OK/LE FLORE
 EK0942  COUNTRY     -  US
 EK0942  USGS QUAD   -  MUSE (2018)
 EK0942
 EK0942                         *CURRENT SURVEY CONTROL
 EK0942  ______________________________________________________________________
 EK0942* NAD 83(1993) POSITION- 34 40 18.50055(N) 094 46 07.81418(W)   ADJUSTED
 EK0942* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 EK0942  ______________________________________________________________________
 EK0942  GEOID HEIGHT    -        -31.570 (meters)                     GEOID18
 EK0942  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 EK0942  HORZ ORDER      -  THIRD
 EK0942
 EK0942.The horizontal coordinates were established by classical geodetic methods
 EK0942.and adjusted by the National Geodetic Survey in November 1994.
 EK0942
 EK0942.The orthometric height was scaled from a topographic map.
 EK0942
 EK0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0942.GEOID18 height accuracy estimate available here.
 EK0942
 EK0942.Click photographs - Photos may exist for this station.
 EK0942
 EK0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0942
 EK0942. The following values were computed from the NAD 83(1993) position.
 EK0942
 EK0942;                    North         East     Units Scale Factor Converg.
 EK0942;SPC OK S     -   153,207.138   896,070.621   MT  0.99993711   +1 50 02.6
 EK0942;SPC OK S     -   502,647.09  2,939,858.36   sFT  0.99993711   +1 50 02.6
 EK0942;UTM  15      - 3,838,071.896   337,939.699   MT  0.99992372   -1 00 23.3
 EK0942
 EK0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0942!SPC OK S     -   0.99996962  x   0.99993711  =   0.99990673
 EK0942!UTM  15      -   0.99996962  x   0.99992372  =   0.99989334
 EK0942
 EK0942:                Primary Azimuth Mark                     Grid Az
 EK0942:SPC OK S     -  KIAMICHI LOOKOUT TOWER                   216 32 36.1
 EK0942:UTM  15      -  KIAMICHI LOOKOUT TOWER                   219 23 02.0
 EK0942
 EK0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3793938071(NAD 83)
 EK0942
 EK0942|---------------------------------------------------------------------|
 EK0942| PID    Reference Object                     Distance      Geod. Az  |
 EK0942|                                                           dddmmss.s |
 EK0942| EK0937 WINDING STAIR MTN LOT               APPROX. 9.4 KM 0633942.3 |
 EK0942| CX6805 MUSE RM 1                            18.120 METERS 09407     |
 EK0942| EK0941 KIAMICHI LOOKOUT TOWER              APPROX. 6.4 KM 2182238.7 |
 EK0942| CX6806 MUSE RM 2                            14.880 METERS 24600     |
 EK0942| CX6804 MUSE AZ MK                                         2863939.4 |
 EK0942| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.16.5 KM 3142300.7 |
 EK0942|---------------------------------------------------------------------|
 EK0942
 EK0942                          SUPERSEDED SURVEY CONTROL
 EK0942
 EK0942  NAD 83(1986)-  34 40 18.50240(N)    094 46 07.80502(W) AD(       ) 3
 EK0942  NAD 27      -  34 40 18.13600(N)    094 46 06.98700(W) AD(       ) 3
 EK0942
 EK0942.Superseded values are not recommended for survey control.
 EK0942
 EK0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0942.See file dsdata.pdf to determine how the superseded data were derived.
 EK0942
 EK0942_MARKER: DS = TRIANGULATION STATION DISK
 EK0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0942_STAMPING: MUSE 1952
 EK0942_MARK LOGO: CGS
 EK0942_PROJECTION: RECESSED 3 CENTIMETERS
 EK0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0942+STABILITY: SURFACE MOTION
 EK0942
 EK0942  HISTORY     - Date     Condition        Report By
 EK0942  HISTORY     - 1952     MONUMENTED       CGS
 EK0942  HISTORY     - 1959     GOOD             CGS
 EK0942
 EK0942                          STATION DESCRIPTION
 EK0942
 EK0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0942'THE STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE VILLAGE OF
 EK0942'MUSE, AT THE NORTH EDGE OF THE PINE VALLEY SCHOOL GROUNDS.
 EK0942'IT IS 187 FEET EAST OF THE CENTERLINE OF A NORTH AND SOUTH
 EK0942'ROAD AND 60 FEET SOUTH OF THE CENTERLINE OF THE MAIN EAST
 EK0942'AND WEST ROAD.  THE MARK IS ABOUT 1 INCH BELOW THE SURFACE
 EK0942'OF THE GROUND AND THE DISK IS STAMPED MUSE 1952.
 EK0942'
 EK0942'REFERENCE MARK NO. 1 IS 58 FEET SOUTH OF THE CENTERLINE OF
 EK0942'THE ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 EK0942'AND THE DISK IS STAMPED MUSE NO 1 1952.
 EK0942'
 EK0942'REFERENCE MARK NO. 2 IS 85 FEET SOUTH OF THE CENTERLINE OF
 EK0942'THE ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 EK0942'AND THE DISK IS STAMPED MUSE NO 2 1952.
 EK0942'
 EK0942'AZIMUTH MARK IS 51 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 EK0942'13 FEET SOUTH OF THE EAST END OF A TIN CULVERT, 11 FEET EAST
 EK0942'OF THE EAST POST OF GATE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 EK0942'FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EK0942'STAMPED MUSE 1952.
 EK0942'
 EK0942'TO REACH FROM THE POST OFFICE AT THE MAIN INTERSECTION IN
 EK0942'MUSE, GO WEST ON THE MAIN ROAD 0.3 MILE TO THE PINE VALLEY
 EK0942'SCHOOL ON THE LEFT AND THE STATION.
 EK0942'
 EK0942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.15
 EK0942'MILE TO A DRIVEWAY ON THE LEFT AND THE MARK AS DESCRIBED.
 EK0942'
 EK0942'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0942
 EK0942                          STATION RECOVERY (1959)
 EK0942
 EK0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0942'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0942'THE STATION MARK IS 187 FEET EAST OF THE CENTERLINE OF A
 EK0942'NORTH-SOUTH ROAD, 60 FEET SOUTH OF THE CENTERLINE OF STATE
 EK0942'HIGHWAY 63 AND 8 FEET NORTH OF THE EAST-WEST FENCE LINE.
 EK0942'THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EK0942'R.M. NO. 1 IS 4 FEET NORTH OF THE FENCE LINE AND R.M. NO. 2
 EK0942'11-3/4 FEET SOUTH OF THE FENCE LINE.
 EK0942'
 EK0942'THE STATION IS ABOUT 0.05 MILE WEST OF A LINE WITH THE CENTER
 EK0942'OF THE NORTH SIDE OF THE MUSE SCHOOL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0505 ***********************************************************************
 FH0505  DESIGNATION -  MUSKOGEE
 FH0505  PID         -  FH0505
 FH0505  STATE/COUNTY-  OK/MUSKOGEE
 FH0505  COUNTRY     -  US
 FH0505  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0505
 FH0505                         *CURRENT SURVEY CONTROL
 FH0505  ______________________________________________________________________
 FH0505* NAD 83(2011) POSITION- 35 44 53.99737(N) 095 22 16.75489(W)   ADJUSTED
 FH0505* NAD 83(2011) ELLIP HT-   154.981 (meters)        (11/07/23)   ADJUSTED
 FH0505* NAD 83(2011) EPOCH   -  2010.00
 FH0505* NAVD 88 ORTHO HEIGHT -   184.427 (meters)      605.07  (feet) ADJUSTED
 FH0505  ______________________________________________________________________
 FH0505  GEOID HEIGHT    -        -29.460 (meters)                     GEOID18
 FH0505  NAD 83(2011) X  -   -485,132.609 (meters)                     COMP
 FH0505  NAD 83(2011) Y  - -5,159,731.722 (meters)                     COMP
 FH0505  NAD 83(2011) Z  -  3,705,655.112 (meters)                     COMP
 FH0505  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 FH0505  DYNAMIC HEIGHT  -        184.261 (meters)      604.53  (feet) COMP
 FH0505  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FH0505
 FH0505  VERT ORDER      -  SECOND    CLASS 0
 FH0505
 FH0505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0505  Standards:
 FH0505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0505  -------------------------------------------------------------------
 FH0505  NETWORK    2.63   2.33           0.65   1.24   1.19     -0.64904784
 FH0505  -------------------------------------------------------------------
 FH0505  Click here for local accuracies and other accuracy information.
 FH0505
 FH0505.The horizontal coordinates were established by GPS observations
 FH0505.and adjusted by the OK DEPT OF TRANSP in November 2023.
 FH0505
 FH0505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0505.been affixed to the stable North American tectonic plate. See 
 FH0505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0505
 FH0505.The horizontal coordinates are valid at the epoch date displayed above
 FH0505.which is a decimal equivalence of Year/Month/Day.
 FH0505
 FH0505.The orthometric height was determined by differential leveling and
 FH0505.adjusted by the NATIONAL GEODETIC SURVEY
 FH0505.in June 1991.
 FH0505
 FH0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0505.GEOID18 height accuracy estimate available here.
 FH0505
 FH0505.Click photographs - Photos may exist for this station.
 FH0505
 FH0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0505
 FH0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0505
 FH0505.The ellipsoidal height was determined by GPS observations
 FH0505.and is referenced to NAD 83.
 FH0505
 FH0505.The dynamic height is computed by dividing the NAVD 88
 FH0505.geopotential number by the normal gravity value computed on the
 FH0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0505.degrees latitude (g = 980.6199 gals.).
 FH0505
 FH0505.The modeled gravity was interpolated from observed gravity values.
 FH0505
 FH0505. The following values were computed from the NAD 83(2011) position.
 FH0505
 FH0505;                    North         East     Units Scale Factor Converg.
 FH0505;SPC OK N     -    86,248.006   837,726.459   MT  0.99997200   +1 33 04.7
 FH0505;SPC OK N     -   282,965.33  2,748,440.89   sFT  0.99997200   +1 33 04.7
 FH0505;UTM  15      - 3,958,628.581   285,581.918   MT  1.00016656   -1 23 09.3
 FH0505
 FH0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0505!SPC OK N     -   0.99997568  x   0.99997200  =   0.99994768
 FH0505!UTM  15      -   0.99997568  x   1.00016656  =   1.00014223
 FH0505
 FH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8558158628(NAD 83)
 FH0505
 FH0505                          SUPERSEDED SURVEY CONTROL
 FH0505
 FH0505  NGVD 29 (??/??/92)  184.314  (m)          604.70   (f) ADJ UNCH    2 0
 FH0505
 FH0505.Superseded values are not recommended for survey control.
 FH0505
 FH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0505.See file dsdata.pdf to determine how the superseded data were derived.
 FH0505
 FH0505_MARKER: DB = BENCH MARK DISK
 FH0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0505_SP_SET: BUILDING
 FH0505_STAMPING: MUSKOGEE 1934
 FH0505_MARK LOGO: CGS
 FH0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0505+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2023
 FH0505
 FH0505  HISTORY     - Date     Condition        Report By
 FH0505  HISTORY     - 1934     MONUMENTED       CGS
 FH0505  HISTORY     - 1960     GOOD             CGS
 FH0505  HISTORY     - 1976     GOOD             USGS
 FH0505  HISTORY     - 20120725 GOOD             GEOCAC
 FH0505  HISTORY     - 20231011 GOOD             OKDOT
 FH0505
 FH0505                          STATION DESCRIPTION
 FH0505
 FH0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0505'AT MUSKOGEE.
 FH0505'THIS MARK RECOVERED AS DESCRIBED IN THE CITY HALL AND MUNICIPAL
 FH0505'BUILDING AT THE INTERSECTION OF 3RD AND OKMULGEE STREETS.  THE
 FH0505'MARK IS ABOUT 50 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 FH0505'BUILDING.
 FH0505
 FH0505                          STATION RECOVERY (1976)
 FH0505
 FH0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FH0505'APPEARS TO HAVE BEEN RESET AT SOME TIME, BUT NOT SO STAMPED. MARK IS
 FH0505'AS DESCRIBED EXCEPT THAT IT IS ABOUT 6 INCHES EAST OF THE WALL, AND
 FH0505'IS SET HORIZONTALLY.
 FH0505
 FH0505                          STATION RECOVERY (2012)
 FH0505
 FH0505'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH0505'RECOVERED IN GOOD CONDITION.
 FH0505
 FH0505                          STATION RECOVERY (2023)
 FH0505
 FH0505'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0505'GPS VECTOR WAS USED TO COLLECT THIS BENCH MARK, NOT SUITABLE FOR
 FH0505'TRADITIONAL STATIC GPS.  RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1073 ***********************************************************************
 FH1073  DESIGNATION -  MUSKOGEE ARMY APT N RAD MAST
 FH1073  PID         -  FH1073
 FH1073  STATE/COUNTY-  OK/MUSKOGEE
 FH1073  COUNTRY     -  US
 FH1073  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH1073
 FH1073                         *CURRENT SURVEY CONTROL
 FH1073  ______________________________________________________________________
 FH1073* NAD 83(1993) POSITION- 35 44 51.11315(N) 095 24 42.40341(W)   ADJUSTED
 FH1073  ______________________________________________________________________
 FH1073  GEOID HEIGHT    -        -29.466 (meters)                     GEOID18
 FH1073  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FH1073  HORZ ORDER      -  THIRD
 FH1073
 FH1073.The horizontal coordinates were established by classical geodetic methods
 FH1073.and adjusted by the National Geodetic Survey in November 1994.
 FH1073
 FH1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1073.GEOID18 height accuracy estimate available here.
 FH1073
 FH1073.Click photographs - Photos may exist for this station.
 FH1073
 FH1073.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1073
 FH1073. The following values were computed from the NAD 83(1993) position.
 FH1073
 FH1073;                    North         East     Units Scale Factor Converg.
 FH1073;SPC OK N     -    86,060.844   834,070.861   MT  0.99997210   +1 31 38.8
 FH1073;SPC OK N     -   282,351.29  2,736,447.48   sFT  0.99997210   +1 31 38.8
 FH1073;UTM  15      - 3,958,628.976   281,920.785   MT  1.00018608   -1 24 34.4
 FH1073
 FH1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8192058628(NAD 83)
 FH1073
 FH1073                          SUPERSEDED SURVEY CONTROL
 FH1073
 FH1073  NAD 83(1986)-  35 44 51.13362(N)    095 24 42.38986(W) AD(       ) 3
 FH1073  NAD 27      -  35 44 50.77300(N)    095 24 41.49200(W) AD(       ) 3
 FH1073
 FH1073.Superseded values are not recommended for survey control.
 FH1073
 FH1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1073.See file dsdata.pdf to determine how the superseded data were derived.
 FH1073
 FH1073_MARKER: 42 = RADIO/TV MAST
 FH1073
 FH1073  HISTORY     - Date     Condition        Report By
 FH1073  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1073  HISTORY     - 1940     GOOD             CGS
 FH1073
 FH1073                          STATION DESCRIPTION
 FH1073
 FH1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1073'STATION WAS NOT DESCRIBED IN 1934.  THIS INTERSECTION POINT OBSERVED
 FH1073'UPON WAS THE ROTATING BEACON LIGHT MOUNTED ON THE TOP OF THE RADIO
 FH1073'MAST.  THE RADIO MAST IS A SLENDER STEEL STRUCTURE 150 FEET TALL.  IT
 FH1073'IS PAINTED WITH ALTERNATE HORIZONTAL BANDS OF BLACK AND YELLOW.
 FH1073'
 FH1073'THE MAST IS LOCATED ABOUT 20 YARDS NORTHEAST OF THE NORTHEAST CORNER
 FH1073'OF THE MOST WESTERLY HANGER ON THE AIRPORT.  IT IS 2.6 MILES WEST OF
 FH1073'THE CENTER OF THE MUSKOGEE BUSINESS DISTRICT.
 FH1073'
 FH1073'WHEN THIS STATION WAS ESTABLISHED IN 1934, THE BEACON WAS NOT MOUNTED
 FH1073'ON THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1074 ***********************************************************************
 FH1074  DESIGNATION -  MUSKOGEE ARMY APT S RAD MAST
 FH1074  PID         -  FH1074
 FH1074  STATE/COUNTY-  OK/MUSKOGEE
 FH1074  COUNTRY     -  US
 FH1074  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH1074
 FH1074                         *CURRENT SURVEY CONTROL
 FH1074  ______________________________________________________________________
 FH1074* NAD 83(1993) POSITION- 35 44 47.65055(N) 095 24 42.43455(W)   ADJUSTED
 FH1074  ______________________________________________________________________
 FH1074  GEOID HEIGHT    -        -29.467 (meters)                     GEOID18
 FH1074  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FH1074  HORZ ORDER      -  THIRD
 FH1074
 FH1074.The horizontal coordinates were established by classical geodetic methods
 FH1074.and adjusted by the National Geodetic Survey in November 1994.
 FH1074
 FH1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1074.GEOID18 height accuracy estimate available here.
 FH1074
 FH1074.Click photographs - Photos may exist for this station.
 FH1074
 FH1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1074
 FH1074. The following values were computed from the NAD 83(1993) position.
 FH1074
 FH1074;                    North         East     Units Scale Factor Converg.
 FH1074;SPC OK N     -    85,954.145   834,072.924   MT  0.99997222   +1 31 38.7
 FH1074;SPC OK N     -   282,001.22  2,736,454.25   sFT  0.99997222   +1 31 38.7
 FH1074;UTM  15      - 3,958,522.288   281,917.377   MT  1.00018610   -1 24 34.3
 FH1074
 FH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8191758522(NAD 83)
 FH1074
 FH1074                          SUPERSEDED SURVEY CONTROL
 FH1074
 FH1074  NAD 83(1986)-  35 44 47.67099(N)    095 24 42.42098(W) AD(       ) 3
 FH1074  NAD 27      -  35 44 47.31000(N)    095 24 41.52000(W) AD(       ) 3
 FH1074
 FH1074.Superseded values are not recommended for survey control.
 FH1074
 FH1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1074.See file dsdata.pdf to determine how the superseded data were derived.
 FH1074
 FH1074_MARKER: 42 = RADIO/TV MAST
 FH1074
 FH1074  HISTORY     - Date     Condition        Report By
 FH1074  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1074
 FH1074                          STATION DESCRIPTION
 FH1074
 FH1074'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1082 ***********************************************************************
 FH1082  DESIGNATION -  MUSKOGEE BACONE COLLEGE SPIRE
 FH1082  PID         -  FH1082
 FH1082  STATE/COUNTY-  OK/MUSKOGEE
 FH1082  COUNTRY     -  US
 FH1082  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH1082
 FH1082                         *CURRENT SURVEY CONTROL
 FH1082  ______________________________________________________________________
 FH1082* NAD 83(1993) POSITION- 35 46 37.81897(N) 095 20 07.12613(W)   ADJUSTED
 FH1082  ______________________________________________________________________
 FH1082  GEOID HEIGHT    -        -29.429 (meters)                     GEOID18
 FH1082  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 FH1082  HORZ ORDER      -  THIRD
 FH1082
 FH1082.The horizontal coordinates were established by classical geodetic methods
 FH1082.and adjusted by the National Geodetic Survey in November 1994.
 FH1082
 FH1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1082.GEOID18 height accuracy estimate available here.
 FH1082
 FH1082.Click photographs - Photos may exist for this station.
 FH1082
 FH1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1082
 FH1082. The following values were computed from the NAD 83(1993) position.
 FH1082
 FH1082;                    North         East     Units Scale Factor Converg.
 FH1082;SPC OK N     -    89,535.335   840,894.244   MT  0.99996847   +1 34 21.2
 FH1082;SPC OK N     -   293,750.51  2,758,833.87   sFT  0.99996847   +1 34 21.2
 FH1082;UTM  15      - 3,961,749.820   288,914.647   MT  1.00014908   -1 21 56.9
 FH1082
 FH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8891461749(NAD 83)
 FH1082
 FH1082                          SUPERSEDED SURVEY CONTROL
 FH1082
 FH1082  NAD 83(1986)-  35 46 37.83891(N)    095 20 07.11118(W) AD(       ) 3
 FH1082  NAD 27      -  35 46 37.48600(N)    095 20 06.23100(W) AD(       ) 3
 FH1082
 FH1082.Superseded values are not recommended for survey control.
 FH1082
 FH1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1082.See file dsdata.pdf to determine how the superseded data were derived.
 FH1082
 FH1082_MARKER: 89 = SPIRE
 FH1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1082+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 FH1082
 FH1082  HISTORY     - Date     Condition        Report By
 FH1082  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1082  HISTORY     - 20120725 GOOD             GEOCAC
 FH1082
 FH1082                          STATION DESCRIPTION
 FH1082
 FH1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1082'THIS INTERSECTION POINT OBSERVED UPON WAS THE SPIRE ON BACONE
 FH1082'COLLEGE CHAPEL.  THE SPIRE IS A TALL, SLENDER HEXAGONAL
 FH1082'PYRAMID-COVERED WITH COPPER-COLORED SHINGLES AND RISING
 FH1082'FROM THE WHITE FRAME BELFRY ON THE E END OF THE BROWN STONE
 FH1082'CHAPEL BUILDING.  THE BASE OF THE BELFRY IS APPROXIMATELY
 FH1082'40 FEET ABOVE THE GROUND AND THE BELFRY IS APPROXIMATELY
 FH1082'20 FEET HIGH.  THE SPIRE EXTENDS ABOUT 20 FEET ABOVE THE
 FH1082'BELFRY.
 FH1082'
 FH1082'THE CHAPEL IS LOCATED ON THE BACONE COLLEGE CAMPUS, APPROXIMATELY
 FH1082'2.1 MILES E OF THE CENTER OF THE MUSKOGEE BUSINESS DISTRICT.
 FH1082
 FH1082                          STATION RECOVERY (2012)
 FH1082
 FH1082'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH1082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE7172 ***********************************************************************
 DE7172  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7172  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7172  DESIGNATION -  MUSKOGEE CORS ARP
 DE7172  CORS_ID     -  OKMU
 DE7172  PID         -  DE7172
 DE7172  STATE/COUNTY-  OK/MUSKOGEE
 DE7172  COUNTRY     -  US
 DE7172  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 DE7172
 DE7172                         *CURRENT SURVEY CONTROL
 DE7172  ______________________________________________________________________
 DE7172* NAD 83(2011) POSITION- 35 43 00.06248(N) 095 24 05.82023(W)   ADJUSTED
 DE7172* NAD 83(2011) ELLIP HT-   161.453 (meters)        (04/??/25)   ADJUSTED
 DE7172* NAD 83(2011) EPOCH   -  2010.00
 DE7172* NAVD 88 ORTHO HEIGHT -   190.92  (meters)      626.4   (feet) GPS OBS
 DE7172  ______________________________________________________________________
 DE7172  NAVD 88 orthometric height was determined with an earlier geoid model
 DE7172  GEOID HEIGHT    -        -29.495 (meters)                     GEOID18
 DE7172  NAD 83(2011) X  -   -488,054.369 (meters)                     COMP
 DE7172  NAD 83(2011) Y  - -5,161,521.399 (meters)                     COMP
 DE7172  NAD 83(2011) Z  -  3,702,808.322 (meters)                     COMP
 DE7172
 DE7172  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7172  Standards:
 DE7172         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7172            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7172  -------------------------------------------------------------------
 DE7172  NETWORK    0.69   0.58           0.19   0.33   0.29     -0.30311100
 DE7172  -------------------------------------------------------------------
 DE7172
 DE7172.The coordinates were established by GPS observations
 DE7172.and adjusted by the National Geodetic Survey in April 2025.
 DE7172
 DE7172.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7172.been affixed to the stable North American Tectonic Plate. 
 DE7172
 DE7172.The coordinates are valid at the epoch date displayed above
 DE7172.which is a decimal equivalence of Year/Month/Day.
 DE7172
 DE7172.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE7172.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE7172.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE7172.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE7172.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE7172.published epoch of 2010.00.
 DE7172
 DE7172.Additional information on MYCS is available at:
 DE7172.https://geodesy.noaa.gov/CORS/index.shtml
 DE7172
 DE7172.The orthometric height was determined by GPS observations and a
 DE7172.high-resolution geoid model using precise GPS observation and
 DE7172.processing techniques.
 DE7172
 DE7172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7172.GEOID18 height accuracy estimate available here.
 DE7172
 DE7172.The PID for the CORS L1 Phase Center is DR3559.
 DE7172
 DE7172.Click photographs - Photos may exist for this station.
 DE7172
 DE7172.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7172
 DE7172.The ellipsoidal height was determined by GPS observations
 DE7172.and is referenced to NAD 83.
 DE7172
 DE7172. The following values were computed from the NAD 83(2011) position.
 DE7172
 DE7172;                    North         East     Units Scale Factor Converg.
 DE7172;SPC OK N     -    82,664.062   835,081.250   MT  0.99997616   +1 32 00.3
 DE7172;SPC OK N     -   271,207.01  2,739,762.40   sFT  0.99997616   +1 32 00.3
 DE7172;UTM  15      - 3,955,184.171   282,756.009   MT  1.00018160   -1 24 09.2
 DE7172
 DE7172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7172!SPC OK N     -   0.99997466  x   0.99997616  =   0.99995082
 DE7172!UTM  15      -   0.99997466  x   1.00018160  =   1.00015626
 DE7172
 DE7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8275655184(NAD 83)
 DE7172
 DE7172                          SUPERSEDED SURVEY CONTROL
 DE7172
 DE7172  NAD 83(2011)-  35 43 00.06246(N)    095 24 05.82032(W) AD(2010.00) c
 DE7172  ELLIP H (06/??/19)  161.446  (m)                       GP(2010.00) c c
 DE7172  NAD 83(2011)-  35 43 00.06245(N)    095 24 05.82026(W) AD(2010.00) c
 DE7172  ELLIP H (08/??/11)  161.437  (m)                       GP(2010.00) c c
 DE7172  NAD 83(CORS)-  35 43 00.06254(N)    095 24 05.82206(W) AD(2002.00) c
 DE7172  ELLIP H (08/??/07)  161.473  (m)                       GP(2002.00) c c
 DE7172  NAD 83(CORS)-  35 43 00.06236(N)    095 24 05.82124(W) AD(2002.00) c
 DE7172  ELLIP H (09/??/06)  161.454  (m)                       GP(2002.00) c c
 DE7172  NAD 83(CORS)-  35 43 00.06206(N)    095 24 05.82092(W) AD(2002.00) c
 DE7172  ELLIP H (09/??/02)  161.459  (m)                       GP(2002.00) c c
 DE7172  NAVD 88 (12/08/22)  190.95   (m)  GEOID18  model used  GPS OBS        
 DE7172
 DE7172.Superseded values are not recommended for survey control.
 DE7172
 DE7172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7172.See file dsdata.pdf to determine how the superseded data were derived.
 DE7172
 DE7172_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7172
 DE7172                          STATION DESCRIPTION
 DE7172
 DE7172'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE7172'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE7172'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE7172'AND LOG FILES ACCESSIBLE AT:
 DE7172'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1088 ***********************************************************************
 FH1088  DESIGNATION -  MUSKOGEE MUN INCINERATOR STACK
 FH1088  PID         -  FH1088
 FH1088  STATE/COUNTY-  OK/MUSKOGEE
 FH1088  COUNTRY     -  US
 FH1088  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH1088
 FH1088                         *CURRENT SURVEY CONTROL
 FH1088  ______________________________________________________________________
 FH1088* NAD 83(1993) POSITION- 35 45 38.18762(N) 095 22 28.07339(W)   ADJUSTED
 FH1088  ______________________________________________________________________
 FH1088  GEOID HEIGHT    -        -29.450 (meters)                     GEOID18
 FH1088  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 FH1088  HORZ ORDER      -  THIRD
 FH1088
 FH1088.The horizontal coordinates were established by classical geodetic methods
 FH1088.and adjusted by the National Geodetic Survey in November 1994.
 FH1088
 FH1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1088.GEOID18 height accuracy estimate available here.
 FH1088
 FH1088.Click photographs - Photos may exist for this station.
 FH1088
 FH1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1088
 FH1088. The following values were computed from the NAD 83(1993) position.
 FH1088
 FH1088;                    North         East     Units Scale Factor Converg.
 FH1088;SPC OK N     -    87,601.749   837,405.370   MT  0.99997046   +1 32 58.0
 FH1088;SPC OK N     -   287,406.74  2,747,387.45   sFT  0.99997046   +1 32 58.0
 FH1088;UTM  15      - 3,959,997.267   285,330.574   MT  1.00016789   -1 23 17.4
 FH1088
 FH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8533059997(NAD 83)
 FH1088
 FH1088                          SUPERSEDED SURVEY CONTROL
 FH1088
 FH1088  NAD 83(1986)-  35 45 38.20792(N)    095 22 28.05926(W) AD(       ) 3
 FH1088  NAD 27      -  35 45 37.85000(N)    095 22 27.18000(W) AD(       ) 3
 FH1088
 FH1088.Superseded values are not recommended for survey control.
 FH1088
 FH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1088.See file dsdata.pdf to determine how the superseded data were derived.
 FH1088
 FH1088_MARKER: 63 = STACK
 FH1088
 FH1088  HISTORY     - Date     Condition        Report By
 FH1088  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1088
 FH1088                          STATION DESCRIPTION
 FH1088
 FH1088'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1089 ***********************************************************************
 FH1089  DESIGNATION -  MUSKOGEE RED STANDPIPE
 FH1089  PID         -  FH1089
 FH1089  STATE/COUNTY-  OK/MUSKOGEE
 FH1089  COUNTRY     -  US
 FH1089  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH1089
 FH1089                         *CURRENT SURVEY CONTROL
 FH1089  ______________________________________________________________________
 FH1089* NAD 83(1993) POSITION- 35 45 29.91202(N) 095 22 04.15771(W)   ADJUSTED
 FH1089  ______________________________________________________________________
 FH1089  GEOID HEIGHT    -        -29.451 (meters)                     GEOID18
 FH1089  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 FH1089  HORZ ORDER      -  THIRD
 FH1089
 FH1089.The horizontal coordinates were established by classical geodetic methods
 FH1089.and adjusted by the National Geodetic Survey in November 1994.
 FH1089
 FH1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1089.GEOID18 height accuracy estimate available here.
 FH1089
 FH1089.Click photographs - Photos may exist for this station.
 FH1089
 FH1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1089
 FH1089. The following values were computed from the NAD 83(1993) position.
 FH1089
 FH1089;                    North         East     Units Scale Factor Converg.
 FH1089;SPC OK N     -    87,363.055   838,012.830   MT  0.99997075   +1 33 12.1
 FH1089;SPC OK N     -   286,623.62  2,749,380.43   sFT  0.99997075   +1 33 12.1
 FH1089;UTM  15      - 3,959,727.703   285,925.120   MT  1.00016475   -1 23 03.1
 FH1089
 FH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8592559727(NAD 83)
 FH1089
 FH1089                          SUPERSEDED SURVEY CONTROL
 FH1089
 FH1089  NAD 83(1986)-  35 45 29.93213(N)    095 22 04.14346(W) AD(       ) 3
 FH1089  NAD 27      -  35 45 29.57900(N)    095 22 03.26200(W) AD(       ) 3
 FH1089
 FH1089.Superseded values are not recommended for survey control.
 FH1089
 FH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1089.See file dsdata.pdf to determine how the superseded data were derived.
 FH1089
 FH1089_MARKER: 52 = STANDPIPE TANK
 FH1089
 FH1089  HISTORY     - Date     Condition        Report By
 FH1089  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1089  HISTORY     - 1940     GOOD             CGS
 FH1089
 FH1089                          STATION DESCRIPTION
 FH1089
 FH1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1089'STATION NOT DESCRIBED IN 1934.
 FH1089'
 FH1089'THIS INTERSECTION POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE
 FH1089'MUSKOGEE MUNICIPAL STANDPIPE.  THIS IS A SILVER-COLORED STEEL
 FH1089'STRUCTURE APPROXIMATELY 125 FEET TALL AND 25 FEET IN DIAMETER.  THERE
 FH1089'IS A FLANGE AROUND THE TOP OF THE TANK.
 FH1089'
 FH1089'THE FOLLOWING ADVERTISEMENTS ARE PAINTED ON THE STANDPIPE IN LARGE
 FH1089'BLACK LETTERS- ON THE NORTHWEST SIDE, HI-LO BAKING POWDER, ON THE EAST
 FH1089'SIDE, POLAR BEAR FOODS, ON THE SOUTH SIDE, GRIFFINS COFFEE
 FH1089'RICH-WINEY-FLAVOR.
 FH1089'
 FH1089'THE STANDPIPE IS LOCATED ON A LOW HILL APPROXIMATELY 0.4 MILE NORTH OF
 FH1089'TE CENTER OF THE MUSKOGEE BUSINESS DISTRICT.
 FH1089'
 FH1089'THE NAME OF THIS STATION IS CONFUSING AS THE STANDPIPE IS NOT RED AS
 FH1089'IS INDICATED BY THE NAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1062 ***********************************************************************
 FH1062  DESIGNATION -  MUSKOGEE STA KBIX RADIO MAST
 FH1062  PID         -  FH1062
 FH1062  STATE/COUNTY-  OK/MUSKOGEE
 FH1062  COUNTRY     -  US
 FH1062  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH1062
 FH1062                         *CURRENT SURVEY CONTROL
 FH1062  ______________________________________________________________________
 FH1062* NAD 83(1993) POSITION- 35 44 59.32181(N) 095 22 13.19280(W)   ADJUSTED
 FH1062  ______________________________________________________________________
 FH1062  GEOID HEIGHT    -        -29.458 (meters)                     GEOID18
 FH1062  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 FH1062  HORZ ORDER      -  THIRD
 FH1062
 FH1062.The horizontal coordinates were established by classical geodetic methods
 FH1062.and adjusted by the National Geodetic Survey in November 1994.
 FH1062
 FH1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1062.GEOID18 height accuracy estimate available here.
 FH1062
 FH1062.Click photographs - Photos may exist for this station.
 FH1062
 FH1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1062
 FH1062. The following values were computed from the NAD 83(1993) position.
 FH1062
 FH1062;                    North         East     Units Scale Factor Converg.
 FH1062;SPC OK N     -    86,414.467   837,811.476   MT  0.99997181   +1 33 06.8
 FH1062;SPC OK N     -   283,511.46  2,748,719.82   sFT  0.99997181   +1 33 06.8
 FH1062;UTM  15      - 3,958,790.498   285,675.372   MT  1.00016607   -1 23 07.4
 FH1062
 FH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8567558790(NAD 83)
 FH1062
 FH1062                          SUPERSEDED SURVEY CONTROL
 FH1062
 FH1062  NAD 83(1986)-  35 44 59.34176(N)    095 22 13.17863(W) AD(       ) 3
 FH1062  NAD 27      -  35 44 58.98800(N)    095 22 12.28800(W) AD(       ) 3
 FH1062
 FH1062.Superseded values are not recommended for survey control.
 FH1062
 FH1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1062.See file dsdata.pdf to determine how the superseded data were derived.
 FH1062
 FH1062_MARKER: 42 = RADIO/TV MAST
 FH1062
 FH1062  HISTORY     - Date     Condition        Report By
 FH1062  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1062
 FH1062                          STATION DESCRIPTION
 FH1062
 FH1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1062'THIS INTERSECTION POINT OBSERVED UPON WAS THE RED OBSTRUCTION
 FH1062'LIGHT ON TOP OF THE RADIO MAST OF STATION KBIX.  THIS IS
 FH1062'A SLENDER STEEL MAST APPROXIMATELY 125 FEET TALL AND IS
 FH1062'ERECTED ON TOP OF THE BARNS BUILDING.  THIS IS A NINE-STORY
 FH1062'BUILDING.
 FH1062'
 FH1062'THE BUILDING IS NEAR THE CENTER OF THE MUSKOGEE BUSINESS
 FH1062'DISTRICT, ON THE S SIDE OF CALIHAN AVENUE, BETWEEN SECOND
 FH1062'AND THIRD STREETS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1091 ***********************************************************************
 FH1091  DESIGNATION -  MUSKOGEE US VETERANS HOSP TANK
 FH1091  PID         -  FH1091
 FH1091  STATE/COUNTY-  OK/MUSKOGEE
 FH1091  COUNTRY     -  US
 FH1091  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH1091
 FH1091                         *CURRENT SURVEY CONTROL
 FH1091  ______________________________________________________________________
 FH1091* NAD 83(1993) POSITION- 35 45 51.16449(N) 095 24 57.13694(W)   ADJUSTED
 FH1091  ______________________________________________________________________
 FH1091  GEOID HEIGHT    -        -29.453 (meters)                     GEOID18
 FH1091  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 FH1091  HORZ ORDER      -  THIRD
 FH1091
 FH1091.The horizontal coordinates were established by classical geodetic methods
 FH1091.and adjusted by the National Geodetic Survey in November 1994.
 FH1091
 FH1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1091.GEOID18 height accuracy estimate available here.
 FH1091
 FH1091.Click photographs - Photos may exist for this station.
 FH1091
 FH1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1091
 FH1091. The following values were computed from the NAD 83(1993) position.
 FH1091
 FH1091;                    North         East     Units Scale Factor Converg.
 FH1091;SPC OK N     -    87,901.100   833,651.567   MT  0.99997002   +1 31 30.1
 FH1091;SPC OK N     -   288,388.86  2,735,071.85   sFT  0.99997002   +1 31 30.1
 FH1091;UTM  15      - 3,960,488.701   281,596.270   MT  1.00018782   -1 24 45.1
 FH1091
 FH1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8159660488(NAD 83)
 FH1091
 FH1091                          SUPERSEDED SURVEY CONTROL
 FH1091
 FH1091  NAD 83(1986)-  35 45 51.18520(N)    095 24 57.12326(W) AD(       ) 3
 FH1091  NAD 27      -  35 45 50.82900(N)    095 24 56.23100(W) AD(       ) 3
 FH1091
 FH1091.Superseded values are not recommended for survey control.
 FH1091
 FH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1091.See file dsdata.pdf to determine how the superseded data were derived.
 FH1091
 FH1091_MARKER: 53 = ELEVATED TANK
 FH1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1091+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 FH1091
 FH1091  HISTORY     - Date     Condition        Report By
 FH1091  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1091  HISTORY     - 1940     GOOD             CGS
 FH1091  HISTORY     - 20120725 GOOD             GEOCAC
 FH1091
 FH1091                          STATION DESCRIPTION
 FH1091
 FH1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1091'STATION NOT DESCRIBED IN 1934.
 FH1091'
 FH1091'THIS INTERSECTION POINT OBSERVED UPON WAS THE FINIAL OF THE WATER TANK
 FH1091'AT THE U.S. VETERANS HOSPITAL IN MUSKOGEE.  THIS IS A STEEL STRUCTURE
 FH1091'APPROXIMATELY 140 FEET TO THE BASE OF THE TANK AND 35 FEET FROM BASE
 FH1091'TO FINIAL.  A 5-FOOT STANDPIPE EXTENDS FROM THE GROUND TO THE BASE OF
 FH1091'THE TANK.  THE TANK IS PAINTED BLACK AND YELLOW ON A CHECKER BOARD
 FH1091'FASHION AND THE SUBSTRUCTURE IS PAINTED WITH ALTERNATE BROAD BANDS OF
 FH1091'BLACK AND YELLOW.
 FH1091'
 FH1091'THE TANK IS LOCATED ON A HILL ABOUT 2.6 MILES WEST OF THE CENTER OF
 FH1091'MUSKOGEE.  IT IS AT THE SOUTHWEST CORNER OF THE MAIN GROUP OF HOSPITAL
 FH1091'BUILDINGS.
 FH1091
 FH1091                          STATION RECOVERY (2012)
 FH1091
 FH1091'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH1091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1186 ***********************************************************************
 FH1186  CBN         -  This is a Cooperative Base Network Control Station.
 FH1186  PACS        -  This is a Primary Airport Control Station.
 FH1186  DESIGNATION -  MUSKPORT
 FH1186  PID         -  FH1186
 FH1186  STATE/COUNTY-  OK/MUSKOGEE
 FH1186  COUNTRY     -  US
 FH1186  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH1186
 FH1186                         *CURRENT SURVEY CONTROL
 FH1186  ______________________________________________________________________
 FH1186* NAD 83(2011) POSITION- 35 39 39.53071(N) 095 21 39.09376(W)   ADJUSTED
 FH1186* NAD 83(2011) ELLIP HT-   150.495 (meters)        (06/27/12)   ADJUSTED
 FH1186* NAD 83(2011) EPOCH   -  2010.00
 FH1186* NAVD 88 ORTHO HEIGHT -   180.03  (meters)      590.6   (feet) GPS OBS
 FH1186  ______________________________________________________________________
 FH1186  NAVD 88 orthometric height was determined with geoid model    GEOID99
 FH1186  GEOID HEIGHT    -        -29.483 (meters)                     GEOID99
 FH1186  GEOID HEIGHT    -        -29.564 (meters)                     GEOID18
 FH1186  NAD 83(2011) X  -   -484,718.637 (meters)                     COMP
 FH1186  NAD 83(2011) Y  - -5,165,448.301 (meters)                     COMP
 FH1186  NAD 83(2011) Z  -  3,697,782.055 (meters)                     COMP
 FH1186  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 FH1186
 FH1186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1186  Standards:
 FH1186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1186  -------------------------------------------------------------------
 FH1186  NETWORK    0.80   2.06           0.36   0.28   1.05     -0.04700454
 FH1186  -------------------------------------------------------------------
 FH1186  Click here for local accuracies and other accuracy information.
 FH1186
 FH1186.This mark is at Davis Field Airport (MKO)
 FH1186
 FH1186.The horizontal coordinates were established by GPS observations
 FH1186.and adjusted by the National Geodetic Survey in June 2012.
 FH1186
 FH1186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1186.been affixed to the stable North American tectonic plate. See 
 FH1186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1186
 FH1186.The horizontal coordinates are valid at the epoch date displayed above
 FH1186.which is a decimal equivalence of Year/Month/Day.
 FH1186
 FH1186.The orthometric height was determined by GPS observations and a
 FH1186.high-resolution geoid model.
 FH1186
 FH1186.GPS derived orthometric heights for airport stations designated as
 FH1186.PACS or SACS are published to 2 decimal places.  This maintains
 FH1186.centimeter relative accuracy between the PACS and SACS.  It does
 FH1186.not indicate centimeter accuracy relative to other marks which are
 FH1186.part of the published vertical control network.
 FH1186
 FH1186.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1186.GEOID18 height accuracy estimate available here.
 FH1186
 FH1186.Click photographs - Photos may exist for this station.
 FH1186
 FH1186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1186
 FH1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1186
 FH1186.The ellipsoidal height was determined by GPS observations
 FH1186.and is referenced to NAD 83.
 FH1186
 FH1186. The following values were computed from the NAD 83(2011) position.
 FH1186
 FH1186;                    North         East     Units Scale Factor Converg.
 FH1186;SPC OK N     -    76,585.471   838,935.734   MT  0.99998422   +1 33 26.9
 FH1186;SPC OK N     -   251,264.17  2,752,408.32   sFT  0.99998422   +1 33 26.9
 FH1186;UTM  15      - 3,948,914.978   286,294.856   MT  1.00016281   -1 22 36.7
 FH1186
 FH1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1186!SPC OK N     -   0.99997638  x   0.99998422  =   0.99996060
 FH1186!UTM  15      -   0.99997638  x   1.00016281  =   1.00013919
 FH1186
 FH1186:                Primary Azimuth Mark                     Grid Az
 FH1186:SPC OK N     -  MUSKPORT AZ MK                           358 34 55.8
 FH1186:UTM  15      -  MUSKPORT AZ MK                           001 30 59.4
 FH1186
 FH1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8629448914(NAD 83)
 FH1186
 FH1186|---------------------------------------------------------------------|
 FH1186| PID    Reference Object                     Distance      Geod. Az  |
 FH1186|                                                           dddmmss.s |
 FH1186| FH1187 MUSKPORT AZ MK                      476.895 METERS 0000822.7 |
 FH1186|---------------------------------------------------------------------|
 FH1186
 FH1186                          SUPERSEDED SURVEY CONTROL
 FH1186
 FH1186  NAD 83(2007)-  35 39 39.53084(N)    095 21 39.09462(W) AD(2002.00) 0
 FH1186  ELLIP H (02/10/07)  150.512  (m)                       GP(2002.00)    
 FH1186  ELLIP H (04/16/01)  150.504  (m)                       GP(       ) 4 2
 FH1186  NAD 83(1993)-  35 39 39.53113(N)    095 21 39.09453(W) AD(       ) B
 FH1186  ELLIP H (05/09/94)  150.600  (m)                       GP(       ) 4 2
 FH1186  NAD 83(1986)-  35 39 39.53599(N)    095 21 39.09756(W) AD(       ) 2
 FH1186  NAVD 88 (07/24/98)  180.06   (m)  GEOID96  model used  GPS OBS        
 FH1186  NAVD 88 (01/13/95)  180.06   (m)  UNKNOWN  model used  GPS OBS        
 FH1186  NAVD 88 (05/09/94)  180.08   (m)  GEOID93  model used  GPS OBS        
 FH1186  NGVD 29 (11/30/89)  179.41   (m)  RAPSU86  model used  GPS OBS        
 FH1186
 FH1186.Superseded values are not recommended for survey control.
 FH1186
 FH1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1186.See file dsdata.pdf to determine how the superseded data were derived.
 FH1186
 FH1186_MARKER: I = METAL ROD
 FH1186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1186_STAMPING: MUSKPORT 1989
 FH1186_MARK LOGO: NGS
 FH1186_PROJECTION: FLUSH
 FH1186_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1186+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 FH1186_ROD/PIPE-DEPTH: 4.1 meters
 FH1186_SLEEVE-DEPTH  : 1.0 meters
 FH1186
 FH1186  HISTORY     - Date     Condition        Report By
 FH1186  HISTORY     - 1989     MONUMENTED       NGS
 FH1186  HISTORY     - 19930429 GOOD             NGS
 FH1186  HISTORY     - 20000301 GOOD             OKDOT
 FH1186  HISTORY     - 20010522 GOOD             MSAM
 FH1186  HISTORY     - 20020825 GOOD             OKDOT
 FH1186  HISTORY     - 20070319 GOOD             AIRDAT
 FH1186  HISTORY     - 20110809 GOOD             WOOLPT
 FH1186
 FH1186                          STATION DESCRIPTION
 FH1186
 FH1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1186'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) SOUTH OF MUSKOGEE, AT
 FH1186'THE MUSKOGEE/DAVIS FIELD AIRPORT, IN THE SOUTHEAST CORNER OF A GRASS
 FH1186'STRIP BETWEEN A CONNECTING TAXIWAY FOR RUNWAY END 22, A CONNECTING
 FH1186'TAXIWAY TO RUNWAY END 35, RUNWAY 04-22, AND RUNWAY 17-35.
 FH1186'OWNERSHIP--CITY OF MUSKOGEE, C/O AIRPORT MANAGER TERRY RANDALL, P O
 FH1186'BOX 2644, MUSKOGEE OK 74402. PHONE (918) 682-4101 OR (918) 683-7641.
 FH1186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 69,
 FH1186'ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF MUSKOGEE, GO EAST THEN SOUTH FOR
 FH1186'6.8 KM (4.25 MI) ON HIGHWAY 64 TO A PAVED CROSSROAD.  TURN LEFT AND GO
 FH1186'EAST THEN SOUTH FOR 2.3 KM (1.45 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 FH1186'PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 FH1186'PAVED ROAD TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE
 FH1186'WEST FOR 0.1 KM (0.05 MI) PASSING THROUGH THE GATE AND ACROSS APRON TO
 FH1186'THE STATION STRAIGHT AHEAD JUST PAST A CONNECTING TAXIWAY FOR RUNWAY
 FH1186'END 22 RIGHT.
 FH1186'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FH1186'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.1 METERS IN A GREASE
 FH1186'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FH1186'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FH1186'22.9 M (75.1 FT) NORTH FROM THE CURVING NORTH EDGE OF THE CONNECTING
 FH1186'TAXIWAY FOR RUNWAY END 35, 15.5 M (50.9 FT) NORTHEAST FROM THE
 FH1186'NORTHEAST CORNER OF A 0.9 METER BY 1.2 METER METAL DRAIN COVER, 7.5 M
 FH1186'(24.6 FT) NORTH FROM A WIND SOCK, AND 7.3 M (24.0 FT) EAST FROM THE
 FH1186'EAST EDGE OF THE CONNECTING TAXIWAY FOR RUNWAY END 22.
 FH1186'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FH1186
 FH1186                          STATION RECOVERY (1993)
 FH1186
 FH1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FH1186'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH-SOUTHEAST OF MUSKOGEE,
 FH1186'AT THE DAVIS FIELD AIRPORT, IN THE NORTHEAST SECTION OF THE AIRPORT,
 FH1186'AT THE GENERAL AVIATION AREA, AT THE JUNCTION OF AN APRON AND A TAXI,
 FH1186'NEAR A SMALL WINDSOCK, IN EAST CENTRAL SECTION 26, T 14 N, R 18 E.
 FH1186'OWNERSHIP--CITY OF MUSKOGEE, PO BOX 2644, MUSKOGEE, OK 74402. AIRPORT
 FH1186'MANAGERS OFFICE PHONE IS 918-682-4101 OR 683-7641.
 FH1186'TO REACH FROM THE JUNCTION OF US HIGHWAYS 64 BUSINESS AND 69 ON THE
 FH1186'SOUTHWEST SIDE OF MUSKOGEE, GO EAST ON HIGHWAY 64 BUSINESS FOR 1.66
 FH1186'KM (1.05 MI) TO A RAMP ON THE RIGHT LEADING TO HIGHWAY 64 SOUTH. BEAR
 FH1186'RIGHT ON RAMP AND HIGHWAY 64 FOR 5.16 KM (3.20 MI) TO A PAVED
 FH1186'CROSSROAD.  TURN LEFT, EAST, ON DAVIS FIELD ROAD FOR 2.33 KM
 FH1186'(1.45 MI) TO A CROSSROAD (SABRE STREET). TURN RIGHT, WEST, ON PAVED
 FH1186'LANE FOR 0.12 KM (0.05 MI) TO A GATE AT THE APRON.  PASS THROUGH GATE
 FH1186'AND CONTINUE WEST ACROSS APRON FOR 0.12 KM (0.05 MI) TO THE APRON
 FH1186'EDGE AND THE STATION.
 FH1186'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN
 FH1186'AGREASE FILLED SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED
 FH1186'BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 7.3 M (24.0 FT) WEST OF
 FH1186'THE APRON EDGE, 33.0 M (108.3 FT) NORTH OF THE TAXI CENTER, 7.4 M
 FH1186'(24.3 FT) NORTH OF A SMALL WINDSOCK POLE, AND 15.4 M (50.5 FT)
 FH1186'NORTHEAST OF THE NORTHEAST CORNER OF THE GRATE IN A CATCH BASIN.
 FH1186
 FH1186                          STATION RECOVERY (2000)
 FH1186
 FH1186'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000
 FH1186'RECOVERED AS DESCRIBED.
 FH1186
 FH1186                          STATION RECOVERY (2001)
 FH1186
 FH1186'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FH1186'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FH1186'RECOVERED AS DESCRIBED, ADD THIS STATION IS DESIGNATED AS A PRIMARY
 FH1186'AIRPORT CONTROL STATION.
 FH1186'
 FH1186
 FH1186                          STATION RECOVERY (2002)
 FH1186
 FH1186'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DKS)
 FH1186'RECOVERED IN GOOD CONDITION.
 FH1186
 FH1186                          STATION RECOVERY (2007)
 FH1186
 FH1186'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 FH1186'RECOVERED AS DESCRIBED.
 FH1186
 FH1186                          STATION RECOVERY (2011)
 FH1186
 FH1186'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 FH1186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1187 ***********************************************************************
 FH1187  SACS        -  This is a Secondary Airport Control Station.
 FH1187  DESIGNATION -  MUSKPORT AZ MK
 FH1187  PID         -  FH1187
 FH1187  STATE/COUNTY-  OK/MUSKOGEE
 FH1187  COUNTRY     -  US
 FH1187  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH1187
 FH1187                         *CURRENT SURVEY CONTROL
 FH1187  ______________________________________________________________________
 FH1187* NAD 83(2011) POSITION- 35 39 55.00411(N) 095 21 39.04755(W)   ADJUSTED
 FH1187* NAD 83(2011) ELLIP HT-   151.914 (meters)        (06/27/12)   ADJUSTED
 FH1187* NAD 83(2011) EPOCH   -  2010.00
 FH1187* NAVD 88 ORTHO HEIGHT -   181.44  (meters)      595.3   (feet) GPS OBS
 FH1187  ______________________________________________________________________
 FH1187  NAVD 88 orthometric height was determined with geoid model    GEOID99
 FH1187  GEOID HEIGHT    -        -29.476 (meters)                     GEOID99
 FH1187  GEOID HEIGHT    -        -29.558 (meters)                     GEOID18
 FH1187  NAD 83(2011) X  -   -484,691.610 (meters)                     COMP
 FH1187  NAD 83(2011) Y  - -5,165,172.729 (meters)                     COMP
 FH1187  NAD 83(2011) Z  -  3,698,170.347 (meters)                     COMP
 FH1187  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 FH1187
 FH1187  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1187  Standards:
 FH1187         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1187            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1187  -------------------------------------------------------------------
 FH1187  NETWORK    1.02   2.14           0.46   0.36   1.09     -0.09298707
 FH1187  -------------------------------------------------------------------
 FH1187  Click here for local accuracies and other accuracy information.
 FH1187
 FH1187.This mark is at Davis Field Airport (MKO)
 FH1187
 FH1187.The horizontal coordinates were established by GPS observations
 FH1187.and adjusted by the National Geodetic Survey in June 2012.
 FH1187
 FH1187.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1187.been affixed to the stable North American tectonic plate. See 
 FH1187.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1187
 FH1187.The horizontal coordinates are valid at the epoch date displayed above
 FH1187.which is a decimal equivalence of Year/Month/Day.
 FH1187
 FH1187.The orthometric height was determined by GPS observations and a
 FH1187.high-resolution geoid model.
 FH1187
 FH1187.GPS derived orthometric heights for airport stations designated as
 FH1187.PACS or SACS are published to 2 decimal places.  This maintains
 FH1187.centimeter relative accuracy between the PACS and SACS.  It does
 FH1187.not indicate centimeter accuracy relative to other marks which are
 FH1187.part of the published vertical control network.
 FH1187
 FH1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1187.GEOID18 height accuracy estimate available here.
 FH1187
 FH1187.Click photographs - Photos may exist for this station.
 FH1187
 FH1187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1187
 FH1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1187
 FH1187.The ellipsoidal height was determined by GPS observations
 FH1187.and is referenced to NAD 83.
 FH1187
 FH1187. The following values were computed from the NAD 83(2011) position.
 FH1187
 FH1187;                    North         East     Units Scale Factor Converg.
 FH1187;SPC OK N     -    77,062.212   838,923.934   MT  0.99998357   +1 33 27.0
 FH1187;SPC OK N     -   252,828.27  2,752,369.61   sFT  0.99998357   +1 33 27.0
 FH1187;UTM  15      - 3,949,391.783   286,307.479   MT  1.00016275   -1 22 37.2
 FH1187
 FH1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1187!SPC OK N     -   0.99997616  x   0.99998357  =   0.99995973
 FH1187!UTM  15      -   0.99997616  x   1.00016275  =   1.00013890
 FH1187
 FH1187:                Primary Azimuth Mark                     Grid Az
 FH1187:SPC OK N     -  MUSKPORT                                 178 34 55.7
 FH1187:UTM  15      -  MUSKPORT                                 181 30 59.9
 FH1187
 FH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8630749391(NAD 83)
 FH1187
 FH1187|---------------------------------------------------------------------|
 FH1187| PID    Reference Object                     Distance      Geod. Az  |
 FH1187|                                                           dddmmss.s |
 FH1187| FH1186 MUSKPORT                            476.895 METERS 1800822.7 |
 FH1187|---------------------------------------------------------------------|
 FH1187
 FH1187                          SUPERSEDED SURVEY CONTROL
 FH1187
 FH1187  NAD 83(2007)-  35 39 55.00425(N)    095 21 39.04841(W) AD(2002.00) 0
 FH1187  ELLIP H (02/10/07)  151.931  (m)                       GP(2002.00)    
 FH1187  NAD 83(1993)-  35 39 55.00446(N)    095 21 39.04836(W) AD(       ) 1
 FH1187  ELLIP H (03/07/02)  151.922  (m)                       GP(       ) 4 2
 FH1187  NAD 83(1993)-  35 39 55.00557(N)    095 21 39.05234(W) AD(       ) 2
 FH1187  ELLIP H (11/28/94)  151.804  (m)                       GP(       ) 5 1
 FH1187  NAD 83(1986)-  35 39 55.00962(N)    095 21 39.05263(W) AD(       ) 2
 FH1187  NGVD 29 (11/30/89)  180.99   (m)  RAPSU86  model used  GPS OBS        
 FH1187
 FH1187.Superseded values are not recommended for survey control.
 FH1187
 FH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1187.See file dsdata.pdf to determine how the superseded data were derived.
 FH1187
 FH1187_MARKER: I = METAL ROD
 FH1187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1187_STAMPING: MUSKPORT AZ MK 1989
 FH1187_MARK LOGO: NGS
 FH1187_PROJECTION: FLUSH
 FH1187_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1187+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2011
 FH1187_ROD/PIPE-DEPTH: 6.1 meters
 FH1187_SLEEVE-DEPTH  : 1.0 meters
 FH1187
 FH1187  HISTORY     - Date     Condition        Report By
 FH1187  HISTORY     - 1989     MONUMENTED       NGS
 FH1187  HISTORY     - 20010522 GOOD             MSAM
 FH1187  HISTORY     - 20110809 GOOD             WOOLPT
 FH1187
 FH1187                          STATION DESCRIPTION
 FH1187
 FH1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1187'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) SOUTH OF MUSKOGEE, AT
 FH1187'THE MUSKOGEE/DAVIS FIELD AIRPORT, IN THE NORTHEAST CORNER OF A GRASS
 FH1187'STRIP BETWEEN A CONNECTING TAXIWAY FOR RUNWAY END 22, A CONNECTING
 FH1187'TAXIWAY FOR RUNWAY END 35, RUNWAY 04-22, AND RUNWAY 17-35.
 FH1187'OWNERSHIP--CITY OF MUSKOGEE, C/O AIRPORT MANAGER TERRY RANDALL, P O
 FH1187'BOX 2644, MUSKOGEE OK 74402. PHONE (918) 682-4101 OR (918) 683-7641.
 FH1187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 69,
 FH1187'ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF MUSKOGEE, GO EAST THEN SOUTH FOR
 FH1187'6.8 KM (4.25 MI) ON HIGHWAY 64 TO A PAVED CROSSROAD.  TURN LEFT AND GO
 FH1187'EAST THEN SOUTH FOR 2.3 KM (1.45 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 FH1187'PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 FH1187'PAVED ROAD TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE
 FH1187'WEST FOR 0.1 KM (0.05 MI) PASSING THROUGH THE GATE AND ACROSS APRON TO
 FH1187'A CONNECTING TAXIWAY.  TURN RIGHT AND GO NORTH FOR 0.5 KM (0.30 MI) ON
 FH1187'THE CONNECTING TAXIWAY FOR RUNWAY END 22 TO THE STATION ON THE LEFT
 FH1187'JUST BEFORE REACHING RUNWAY 04-22.
 FH1187'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FH1187'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.1 METERS IN A GREASE
 FH1187'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FH1187'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FH1187'17.5 M (57.4 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 04-22,
 FH1187'11.4 M (37.4 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF A 0.9 METER
 FH1187'BY 1.2 METER METAL DRAIN COVER, AND 6.2 M (20.3 FT) WEST FROM THE WEST
 FH1187'EDGE OF A CONNECTING TAXIWAY.
 FH1187'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FH1187
 FH1187                          STATION RECOVERY (2001)
 FH1187
 FH1187'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FH1187'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FH1187'RECOVERED AS DESCRIBED, ADD THIS STATION IS DESIGNATED AS A SECONDARY
 FH1187'AIRPORT CONTROL STATION.
 FH1187'
 FH1187
 FH1187                          STATION RECOVERY (2011)
 FH1187
 FH1187'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 FH1187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0717 ***********************************************************************
 GJ0717  DESIGNATION -  MUSSETTER
 GJ0717  PID         -  GJ0717
 GJ0717  STATE/COUNTY-  OK/ELLIS
 GJ0717  COUNTRY     -  US
 GJ0717  USGS QUAD   -  GOODWIN (2018)
 GJ0717
 GJ0717                         *CURRENT SURVEY CONTROL
 GJ0717  ______________________________________________________________________
 GJ0717* NAD 83(1993) POSITION- 36 07 33.64875(N) 099 59 51.70752(W)   ADJUSTED
 GJ0717* NAVD 88 ORTHO HEIGHT -   780.4   (meters)     2560.    (feet) VERTCON3
 GJ0717  ______________________________________________________________________
 GJ0717  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0717  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 GJ0717  HORZ ORDER      -  FIRST
 GJ0717
 GJ0717.The horizontal coordinates were established by classical geodetic methods
 GJ0717.and adjusted by the National Geodetic Survey in November 1994.
 GJ0717
 GJ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0717
 GJ0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0717.GEOID18 height accuracy estimate available here.
 GJ0717
 GJ0717.Click photographs - Photos may exist for this station.
 GJ0717
 GJ0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0717
 GJ0717. The following values were computed from the NAD 83(1993) position.
 GJ0717
 GJ0717;                    North         East     Units Scale Factor Converg.
 GJ0717;SPC OK N     -   126,784.302   420,189.762   MT  0.99994567   -1 10 44.2
 GJ0717;SPC OK N     -   415,958.16  1,378,572.58   sFT  0.99994567   -1 10 44.2
 GJ0717;SPC TX N     - 1,236,888.067   335,230.455   MT  0.99998713   +0 52 14.3
 GJ0717;SPC TX N     - 4,058,023.60  1,099,835.25   sFT  0.99998713   +0 52 14.3
 GJ0717;UTM  14      - 3,998,386.208   410,221.860   MT  0.99969931   -0 35 17.7
 GJ0717
 GJ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0717!SPC OK N     -   0.99988197  x   0.99994567  =   0.99982764
 GJ0717!SPC TX N     -   0.99988197  x   0.99998713  =   0.99986910
 GJ0717!UTM  14      -   0.99988197  x   0.99969931  =   0.99958131
 GJ0717
 GJ0717:                Primary Azimuth Mark                     Grid Az
 GJ0717:SPC OK N     -  SANTA                                    063 40 42.4
 GJ0717:SPC TX N     -  SANTA                                    061 37 43.9
 GJ0717:UTM  14      -  SANTA                                    063 05 15.9
 GJ0717
 GJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1022198386(NAD 83)
 GJ0717
 GJ0717|---------------------------------------------------------------------|
 GJ0717| PID    Reference Object                     Distance      Geod. Az  |
 GJ0717|                                                           dddmmss.s |
 GJ0717| GJ0716 SANTA                               APPROX. 1.7 KM 0622958.2 |
 GJ0717| CK9488 MUSSETTER RM 1                      231.380 METERS 27007     |
 GJ0717| CK9489 MUSSETTER RM 2                      APPROX. 0.6 KM 3150949.2 |
 GJ0717|---------------------------------------------------------------------|
 GJ0717
 GJ0717                          SUPERSEDED SURVEY CONTROL
 GJ0717
 GJ0717  NAD 83(1986)-  36 07 33.65537(N)    099 59 51.69575(W) AD(       ) 1
 GJ0717  NAD 27      -  36 07 33.50400(N)    099 59 50.25300(W) AD(       ) 1
 GJ0717  NGVD 29 (07/19/86)  780.1    (m)         2559.     (f) VERT ANG       
 GJ0717
 GJ0717.Superseded values are not recommended for survey control.
 GJ0717
 GJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0717.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0717
 GJ0717_MARKER: DS = TRIANGULATION STATION DISK
 GJ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0717_STAMPING: MUSSETTER 1927
 GJ0717_MARK LOGO: CGS
 GJ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0717+STABILITY: SURFACE MOTION
 GJ0717
 GJ0717  HISTORY     - Date     Condition        Report By
 GJ0717  HISTORY     - 1927     MONUMENTED       CGS
 GJ0717
 GJ0717                          STATION DESCRIPTION
 GJ0717
 GJ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0717'ABOUT 1-1/2 MI. E AND 1/3 MI. N OF HIGGINS, ABOUT 1900 FT. E
 GJ0717'OF THE OLD STATE LINE, ABOUT 1/8 MI. S OF THE ATCHISON, TOPEKA
 GJ0717'AND SANTA FE RAILWAY, ON A FENCE LINE, ABOUT 600 FT. NE OF A
 GJ0717'WHITE HOUSE, AND 500 FT. N AND 63 FT. E OF A RED BARN.
 GJ0717'
 GJ0717'STATION IS REACHED FROM HIGGINS, BY GOING E TO THE OLD STATE
 GJ0717'LINE ON STATE HIGHWAY 33, THENCE S ACORSS THE ATCHISON, TOPEKA
 GJ0717'AND SANTA FE RAILWAY TRACKS FOR ABOUT 0.1 MI., THEN E ON A
 GJ0717'ROAD THROUGH A CULTIVATED FIELD TO THE WHITE HOUSE AND RED
 GJ0717'BARN MENTIONED ABOVE.
 GJ0717'
 GJ0717'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 GJ0717'SET IN CONCRETE.
 GJ0717'
 GJ0717'REFERENCE MARK 1 IS 231.38 M. (759.1 FT.) FROM THE STATION
 GJ0717'N 89 DEG 53 MIN W.
 GJ0717'
 GJ0717'REFERENCE MARK 2 IS 594.28 M. (1949.7 FT.) FROM THE STATION
 GJ0717'N 44 DEG 50 MIN W.
 GJ0717'
 GJ0717'BEARING TO HIGGINS WATER TANK IS S 67 DEG 33 MIN W.
 GJ0717'ELEVATION OF STATION IS 780 M. (2559 FT.).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0671 ***********************************************************************
 GJ0671  DESIGNATION -  MUTUAL
 GJ0671  PID         -  GJ0671
 GJ0671  STATE/COUNTY-  OK/WOODWARD
 GJ0671  COUNTRY     -  US
 GJ0671  USGS QUAD   -  MUTUAL (2018)
 GJ0671
 GJ0671                         *CURRENT SURVEY CONTROL
 GJ0671  ______________________________________________________________________
 GJ0671* NAD 83(1993) POSITION- 36 12 08.28219(N) 099 10 38.67673(W)   ADJUSTED
 GJ0671* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 GJ0671  ______________________________________________________________________
 GJ0671  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 GJ0671  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 GJ0671  HORZ ORDER      -  SECOND
 GJ0671
 GJ0671.The horizontal coordinates were established by classical geodetic methods
 GJ0671.and adjusted by the National Geodetic Survey in November 1994.
 GJ0671
 GJ0671.The orthometric height was scaled from a topographic map.
 GJ0671
 GJ0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0671.GEOID18 height accuracy estimate available here.
 GJ0671
 GJ0671.Click photographs - Photos may exist for this station.
 GJ0671
 GJ0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0671
 GJ0671. The following values were computed from the NAD 83(1993) position.
 GJ0671
 GJ0671;                    North         East     Units Scale Factor Converg.
 GJ0671;SPC OK N     -   134,040.856   494,120.507   MT  0.99994559   -0 41 41.4
 GJ0671;SPC OK N     -   439,765.71  1,621,127.03   sFT  0.99994559   -0 41 41.4
 GJ0671;UTM  14      - 4,006,401.511   484,051.370   MT  0.99960313   -0 06 17.2
 GJ0671
 GJ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0671!SPC OK N     -   0.99991114  x   0.99994559  =   0.99985674
 GJ0671!UTM  14      -   0.99991114  x   0.99960313  =   0.99951431
 GJ0671
 GJ0671:                Primary Azimuth Mark                     Grid Az
 GJ0671:SPC OK N     -  MUTUAL AZ MK                             037 34 06.7
 GJ0671:UTM  14      -  MUTUAL AZ MK                             036 58 42.5
 GJ0671
 GJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8405106401(NAD 83)
 GJ0671
 GJ0671|---------------------------------------------------------------------|
 GJ0671| PID    Reference Object                     Distance      Geod. Az  |
 GJ0671|                                                           dddmmss.s |
 GJ0671| CK9490 MUTUAL AZ MK                                       0365225.3 |
 GJ0671| GJ0675 VICI FARMERS CO OP ASSN E ELEV      APPROX.12.1 KM 2415604.3 |
 GJ0671| CK9491 MUTUAL RM 1                          13.149 METERS 26722     |
 GJ0671| CK9492 MUTUAL RM 2                          14.943 METERS 35949     |
 GJ0671|---------------------------------------------------------------------|
 GJ0671
 GJ0671                          SUPERSEDED SURVEY CONTROL
 GJ0671
 GJ0671  NAD 83(1986)-  36 12 08.28615(N)    099 10 38.66481(W) AD(       ) 2
 GJ0671  NAD 27      -  36 12 08.14043(N)    099 10 37.29591(W) AD(       ) 2
 GJ0671
 GJ0671.Superseded values are not recommended for survey control.
 GJ0671
 GJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0671.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0671
 GJ0671_MARKER: DS = TRIANGULATION STATION DISK
 GJ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0671_STAMPING: MUTUAL 1963
 GJ0671_MARK LOGO: CGS
 GJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0671+STABILITY: SURFACE MOTION
 GJ0671
 GJ0671  HISTORY     - Date     Condition        Report By
 GJ0671  HISTORY     - 1963     MONUMENTED       CGS
 GJ0671
 GJ0671                          STATION DESCRIPTION
 GJ0671
 GJ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0671'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF VICI AND 2 MILES SOUTH
 GJ0671'OF MUTUAL, ON THE SOUTH SIDE OF AN EAST-WEST GRADED ROAD.
 GJ0671'
 GJ0671'TO REACH THE STATION FROM THE POST OFFICE IN MUTUAL, GO SOUTH ON
 GJ0671'GRAVELED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GJ0671'CONTINUE SOUTH FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 GJ0671'GRADED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 GJ0671'
 GJ0671'THE STATION MARK IS A STANDARD DISK, STAMPED MUTUAL 1963, SET IN THE
 GJ0671'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 GJ0671'24 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 4.2 FEET NORTH OF
 GJ0671'A FENCE CORNER POST AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 GJ0671'
 GJ0671'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUTUAL NO 1 1963, SET IN
 GJ0671'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0671'IS 26 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 1 FOOT NORTH
 GJ0671'OF AN EAST-WEST FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GJ0671'
 GJ0671'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MUTUAL NO 2 1963, SET
 GJ0671'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GJ0671'IT IS 26 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 1 FOOT
 GJ0671'SOUTH OF A FENCE CORNER POST AND ABOUT THE SAME ELEVATION AS THE
 GJ0671'STATION.
 GJ0671'
 GJ0671'AZIMUTH MARK IS A STANDARD DISK, STAMPED MUTUAL 1963, SET IN THE TOP
 GJ0671'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 26.5
 GJ0671'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND ABOUT 3 FEET
 GJ0671'HIGHER, 2 FEET SOUTH OF A TELEPHONE POLE AND 1.6 FEET NORTH OF A
 GJ0671'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6348 ***********************************************************************
 DR6348  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6348  DESIGNATION -  MWTP2
 DR6348  PID         -  DR6348
 DR6348  STATE/COUNTY-  OK/TULSA
 DR6348  COUNTRY     -  US
 DR6348  USGS QUAD   -  TULSA (2019)
 DR6348
 DR6348                         *CURRENT SURVEY CONTROL
 DR6348  ______________________________________________________________________
 DR6348* NAD 83(2011) POSITION- 36 12 46.10022(N) 095 55 55.70133(W)   ADJUSTED
 DR6348* NAD 83(2011) ELLIP HT-   158.419 (meters)        (09/17/20)   ADJUSTED
 DR6348* NAD 83(2011) EPOCH   -  2010.00
 DR6348* NAVD 88 ORTHO HEIGHT -   187.41  (meters)      614.9   (feet) GPS OBS
 DR6348  ______________________________________________________________________
 DR6348  GEOID HEIGHT    -        -28.980 (meters)                     GEOID18
 DR6348  NAD 83(2011) X  -   -532,483.579 (meters)                     COMP
 DR6348  NAD 83(2011) Y  - -5,124,621.616 (meters)                     COMP
 DR6348  NAD 83(2011) Z  -  3,747,362.862 (meters)                     COMP
 DR6348  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DR6348
 DR6348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6348  Standards:
 DR6348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6348  -------------------------------------------------------------------
 DR6348  NETWORK    0.58   1.20           0.25   0.22   0.61     -0.05537071
 DR6348  -------------------------------------------------------------------
 DR6348  Click here for local accuracies and other accuracy information.
 DR6348
 DR6348.The horizontal coordinates were established by GPS observations
 DR6348.and adjusted by the CITY OF TULSA in September 2020.
 DR6348
 DR6348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6348.been affixed to the stable North American tectonic plate. See 
 DR6348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6348
 DR6348.The horizontal coordinates are valid at the epoch date displayed above
 DR6348.which is a decimal equivalence of Year/Month/Day.
 DR6348
 DR6348.The orthometric height was determined by GPS observations and a
 DR6348.high-resolution geoid model using precise GPS observation and
 DR6348.processing techniques.
 DR6348
 DR6348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6348.GEOID18 height accuracy estimate available here.
 DR6348
 DR6348.Click photographs - Photos may exist for this station.
 DR6348
 DR6348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6348
 DR6348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6348
 DR6348.The ellipsoidal height was determined by GPS observations
 DR6348.and is referenced to NAD 83.
 DR6348
 DR6348. The following values were computed from the NAD 83(2011) position.
 DR6348
 DR6348;                    North         East     Units Scale Factor Converg.
 DR6348;SPC OK N     -   136,544.456   785,919.598   MT  0.99994572   +1 13 13.2
 DR6348;SPC OK N     -   447,979.60  2,578,471.21   sFT  0.99994572   +1 13 13.2
 DR6348;UTM  15      - 4,011,538.805   236,410.041   MT  1.00045617   -1 43 59.8
 DR6348;UTM  14      - 4,011,916.678   775,794.356   MT  1.00053730   +1 48 48.9
 DR6348
 DR6348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6348!SPC OK N     -   0.99997514  x   0.99994572  =   0.99992086
 DR6348!UTM  15      -   0.99997514  x   1.00045617  =   1.00043130
 DR6348!UTM  14      -   0.99997514  x   1.00053730  =   1.00051242
 DR6348
 DR6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3641011538(NAD 83)
 DR6348
 DR6348                          SUPERSEDED SURVEY CONTROL
 DR6348
 DR6348.No superseded survey control is available for this station.
 DR6348
 DR6348_MARKER: DD = SURVEY DISK
 DR6348_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR6348+WITH SETTING: PAVEMENT
 DR6348_SP_SET: SET IN SE CORNER OF LARGE VAULT
 DR6348_STAMPING: MWTP2 2012
 DR6348_MARK LOGO: COTOK
 DR6348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6348+STABILITY: SURFACE MOTION
 DR6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6348+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 DR6348
 DR6348  HISTORY     - Date     Condition        Report By
 DR6348  HISTORY     - 20120327 MONUMENTED       COTOK
 DR6348
 DR6348                          STATION DESCRIPTION
 DR6348
 DR6348'DESCRIBED BY CITY OF TULSA 2012 (PAK)
 DR6348'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF
 DR6348'SPERRY, 5.3 MI (8.5 KM) NORTHEAST OF TULSA AND 3.6 MI (5.8 KM) WEST OF
 DR6348'MINGO. OWNERSHIP--CITY OF TULSA. CONTACT THE C.O.T. SURVEY MANAGER AT
 DR6348'(918)596-9591 OR (918)596-7206 TO ARRANGE FOR ACCESS THE STATION.
 DR6348'
 DR6348'TO REACH FROM THE INTERSECTION OF E. 36TH ST. N. AND N. HARVARD AVENUE
 DR6348'PROCEED NORTH ON HARVARD AVENUE FOR 0.5 MI (0.8 KM) TO  MOHAWK
 DR6348'BOULEVARD, TURN RIGHT (EASTERLY) ON MOHAWK BOULEVARD FOR 700 FT (213.4
 DR6348'M) TO THE GATE 1 ENTRANCE TO THE MOHAWK WATER TREATMENT PLANT. THE
 DR6348'GUARD SHACK WILL NEED TO GIVE CLEARANCE BEFORE YOU CAN ENTER THE
 DR6348'PLANT. AFTER ENTERING THE GATE PROCEED 0.3 MI (0.5 KM) ALONG THE MAIN
 DR6348'ROAD TO THE STATION ON THE LEFT.
 DR6348'
 DR6348'THE STATION MARK IS A 2.5 INCH (6 CM) C.O.T.ALUMINUM DISK SET IN THE
 DR6348'SOUTHEAST CORNER OF A LARGE WATER VAULT.IT IS 60 FT (18.3 M) NORTH OF
 DR6348'THE NORTH EDGE OF MAIN ROAD, 18.4 FT (5.6 M) EAST OF SANITARY SEWER
 DR6348'MANHOLE, 11.3 FT (3.4 M) NORTH-NORTHEAST OF WATER VALVE, 7 FT (2.1 M)
 DR6348'WEST OF THE WEST EDGE OF DRIVEWAY, 4.0 FT (1.2 M) WEST OF A VENT PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0203 ***********************************************************************
 GK0203  DESIGNATION -  N 10
 GK0203  PID         -  GK0203
 GK0203  STATE/COUNTY-  OK/BEAVER
 GK0203  COUNTRY     -  US
 GK0203  USGS QUAD   -  LITTLE PONDEROSA (2018)
 GK0203
 GK0203                         *CURRENT SURVEY CONTROL
 GK0203  ______________________________________________________________________
 GK0203* NAD 83(1986) POSITION- 36 55 16.12   (N) 100 54 34.69   (W)   HD_HELD1
 GK0203* NAVD 88 ORTHO HEIGHT -   853.780 (meters)     2801.11  (feet) ADJUSTED
 GK0203  ______________________________________________________________________
 GK0203  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 GK0203  DYNAMIC HEIGHT  -        852.933 (meters)     2798.33  (feet) COMP
 GK0203  MODELED GRAVITY -    979,611.1   (mgal)                       NAVD 88
 GK0203
 GK0203  VERT ORDER      -  FIRST     CLASS II
 GK0203
 GK0203.The horizontal coordinates were determined by differentially corrected
 GK0203.hand held GPS observations or other comparable positioning techniques
 GK0203.and have an estimated accuracy of +/- 3 meters.
 GK0203
 GK0203.The orthometric height was determined by differential leveling and
 GK0203.adjusted by the NATIONAL GEODETIC SURVEY
 GK0203.in June 1991.
 GK0203
 GK0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0203.GEOID18 height accuracy estimate available here.
 GK0203
 GK0203.Click photographs - Photos may exist for this station.
 GK0203
 GK0203.The dynamic height is computed by dividing the NAVD 88
 GK0203.geopotential number by the normal gravity value computed on the
 GK0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0203.degrees latitude (g = 980.6199 gals.).
 GK0203
 GK0203.The modeled gravity was interpolated from observed gravity values.
 GK0203
 GK0203;                    North         East    Units  Estimated Accuracy
 GK0203;SPC OK N     -   217,051.3     340,771.8     MT  (+/- 3 meters HH1 GPS) 
 GK0203
 GK0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2990387827(NAD 83)
 GK0203
 GK0203                          SUPERSEDED SURVEY CONTROL
 GK0203
 GK0203  NGVD 29 (??/??/92)  853.414  (m)         2799.91   (f) ADJ UNCH    1 2
 GK0203
 GK0203.Superseded values are not recommended for survey control.
 GK0203
 GK0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0203.See file dsdata.pdf to determine how the superseded data were derived.
 GK0203
 GK0203_MARKER: DB = BENCH MARK DISK
 GK0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0203_STAMPING: N 10 1933
 GK0203_MARK LOGO: CGS
 GK0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0203+STABILITY: SURFACE MOTION
 GK0203
 GK0203  HISTORY     - Date     Condition        Report By
 GK0203  HISTORY     - 1933     MONUMENTED       CGS
 GK0203  HISTORY     - 1965     GOOD             USGS
 GK0203  HISTORY     - 19960415 GOOD             OKDOT
 GK0203
 GK0203                          STATION DESCRIPTION
 GK0203
 GK0203'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0203'9.1 MI S FROM LIBERAL.
 GK0203'ABOUT 9.1 MI. S. ALONG U.S. HWY 85 FROM LIBERAL LIBERAL, ABOUT 7.6 MI.
 GK0203'SOUTH AND 0.7 MI. EAST OF JCT. OF U.S. HWYS. 54, 83 AND 270 AT. NEAR
 GK0203'COR. OF SECS. 4-5-8 AND 9, T-5-N, R-20-E.  29 FT. SOUTH AND 29.5 FT.
 GK0203'EAST OF CENTERLINE X-RDS.  AT NORTH END OF A N-S ROW OF DRIFT SAND. A
 GK0203'STD. USC AND GS TABLET STAMPED N 10 1933 AND SET IN THE TOP OF A CONC.
 GK0203'POST.  MARKED WITH A WITNESS SIGN (NOTE PRESENT US HWY 83 AND 270 IS 2
 GK0203'MI EAST).
 GK0203
 GK0203                          STATION RECOVERY (1996)
 GK0203
 GK0203'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GK0203'FROM THE JUNCTION OF US 83 AND US 64 (EAST) , NORTH OF TURPIN, GO
 GK0203'NORTH ON US 83 FOR 1.6 KM (1.00 MI) TO AN E-W COUNTY ROAD.  TURN LEFT
 GK0203'AND GO WEST FOR 3.22 KM (2.00 MI) TO A N-S COUNTY ROAD AND THE MARK ON
 GK0203'THE LEFT.  IT IS 9.4 METERS (30.8 FT) SOUTH OF THE CENTERLINE OF THE
 GK0203'E-W COUNTY ROAD, 9.4 METERS (30.8 FT) EAST OF THE CENTERLINE OF THE
 GK0203'N-S COUNTY ROAD, 2.7 METERS (8.9 FT) NORTH OF A POWER POLE, NORTHWEST
 GK0203'OF A TWO-STORY BRICK AND FRAME FARM HOUSE, 0.4 METERS (1.3 FT) SOUTH
 GK0203'OF A STEEL WITNESS POST, 0.4 METERS (1.3 FT) WEST OF A STEEL WITNESS
 GK0203'POST.  MARK PROJECTS 15 CM ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0498 ***********************************************************************
 EK0498  DESIGNATION -  N 100
 EK0498  PID         -  EK0498
 EK0498  STATE/COUNTY-  OK/PUSHMATAHA
 EK0498  COUNTRY     -  US
 EK0498  USGS QUAD   -  RATTAN (2019)
 EK0498
 EK0498                         *CURRENT SURVEY CONTROL
 EK0498  ______________________________________________________________________
 EK0498* NAD 83(1986) POSITION- 34 12 01.     (N) 095 26 04.     (W)   SCALED
 EK0498* NAVD 88 ORTHO HEIGHT -   165.712 (meters)      543.67  (feet) ADJUSTED
 EK0498  ______________________________________________________________________
 EK0498  GEOID HEIGHT    -        -30.265 (meters)                     GEOID18
 EK0498  DYNAMIC HEIGHT  -        165.531 (meters)      543.08  (feet) COMP
 EK0498  MODELED GRAVITY -    979,540.4   (mgal)                       NAVD 88
 EK0498
 EK0498  VERT ORDER      -  SECOND    CLASS 0
 EK0498
 EK0498.The horizontal coordinates were scaled from a map and have
 EK0498.an estimated accuracy of +/- 6 seconds.
 EK0498
 EK0498.The orthometric height was determined by differential leveling and
 EK0498.adjusted by the NATIONAL GEODETIC SURVEY
 EK0498.in June 1991.
 EK0498
 EK0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0498.GEOID18 height accuracy estimate available here.
 EK0498
 EK0498.Click photographs - Photos may exist for this station.
 EK0498
 EK0498.The dynamic height is computed by dividing the NAVD 88
 EK0498.geopotential number by the normal gravity value computed on the
 EK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0498.degrees latitude (g = 980.6199 gals.).
 EK0498
 EK0498.The modeled gravity was interpolated from observed gravity values.
 EK0498
 EK0498;                    North         East    Units  Estimated Accuracy
 EK0498;SPC OK S     -    99,170.      836,430.      MT  (+/- 180 meters Scaled)
 EK0498
 EK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT756870(NAD 83)
 EK0498
 EK0498                          SUPERSEDED SURVEY CONTROL
 EK0498
 EK0498  NGVD 29 (??/??/92)  165.633  (m)          543.41   (f) ADJ UNCH    2 0
 EK0498
 EK0498.Superseded values are not recommended for survey control.
 EK0498
 EK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0498.See file dsdata.pdf to determine how the superseded data were derived.
 EK0498
 EK0498_MARKER: DB = BENCH MARK DISK
 EK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0498_STAMPING: N 100 1960
 EK0498_MARK LOGO: CGS
 EK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0498+STABILITY: SURFACE MOTION
 EK0498
 EK0498  HISTORY     - Date     Condition        Report By
 EK0498  HISTORY     - 1960     MONUMENTED       CGS
 EK0498  HISTORY     - 1969     GOOD             DOD
 EK0498
 EK0498                          STATION DESCRIPTION
 EK0498
 EK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0498'1.2 MI W FROM RATTAN.
 EK0498'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0498'OFFICE AT RATTAN, IN SECTION 17, R 18 E, T 4 S, 50 FEET NORTH
 EK0498'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF THE CENTER
 EK0498'LINE OF A PRIVATE DRIVEWAY AND WOODEN GATE, 21 FEET WEST OF A
 EK0498'POWER POLE, 1 FOOT SOUTHOF A FENCE, 1.2 FEET EAST OF A METAL
 EK0498'WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF
 EK0498'A CONCRETE POST PROJECTING 5 INCHES.
 EK0498
 EK0498                          STATION RECOVERY (1969)
 EK0498
 EK0498'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0178 ***********************************************************************
 FK0178  DESIGNATION -  N 103
 FK0178  PID         -  FK0178
 FK0178  STATE/COUNTY-  OK/ROGER MILLS
 FK0178  COUNTRY     -  US
 FK0178  USGS QUAD   -  REYDON (2018)
 FK0178
 FK0178                         *CURRENT SURVEY CONTROL
 FK0178  ______________________________________________________________________
 FK0178* NAD 83(1986) POSITION- 35 38 25.     (N) 099 56 37.     (W)   SCALED
 FK0178* NAVD 88 ORTHO HEIGHT -   706.560 (meters)     2318.11  (feet) ADJUSTED
 FK0178  ______________________________________________________________________
 FK0178  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 FK0178  DYNAMIC HEIGHT  -        705.798 (meters)     2315.61  (feet) COMP
 FK0178  MODELED GRAVITY -    979,533.1   (mgal)                       NAVD 88
 FK0178
 FK0178  VERT ORDER      -  SECOND    CLASS 0
 FK0178
 FK0178.The horizontal coordinates were scaled from a map and have
 FK0178.an estimated accuracy of +/- 6 seconds.
 FK0178
 FK0178.The orthometric height was determined by differential leveling and
 FK0178.adjusted by the NATIONAL GEODETIC SURVEY
 FK0178.in June 1991.
 FK0178
 FK0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0178.GEOID18 height accuracy estimate available here.
 FK0178
 FK0178.Click photographs - Photos may exist for this station.
 FK0178
 FK0178.The dynamic height is computed by dividing the NAVD 88
 FK0178.geopotential number by the normal gravity value computed on the
 FK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0178.degrees latitude (g = 980.6199 gals.).
 FK0178
 FK0178.The modeled gravity was interpolated from observed gravity values.
 FK0178
 FK0178;                    North         East    Units  Estimated Accuracy
 FK0178;SPC OK N     -    72,800.      423,980.      MT  (+/- 180 meters Scaled)
 FK0178
 FK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME145444(NAD 83)
 FK0178
 FK0178                          SUPERSEDED SURVEY CONTROL
 FK0178
 FK0178  NGVD 29 (??/??/92)  706.240  (m)         2317.06   (f) ADJ UNCH    2 0
 FK0178
 FK0178.Superseded values are not recommended for survey control.
 FK0178
 FK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0178.See file dsdata.pdf to determine how the superseded data were derived.
 FK0178
 FK0178_MARKER: DB = BENCH MARK DISK
 FK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0178_STAMPING: N 103 1934
 FK0178_MARK LOGO: CGS
 FK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0178+STABILITY: SURFACE MOTION
 FK0178
 FK0178  HISTORY     - Date     Condition        Report By
 FK0178  HISTORY     - 1934     MONUMENTED       CGS
 FK0178  HISTORY     - 19870408 MARK NOT FOUND   USPSQD
 FK0178
 FK0178                          STATION DESCRIPTION
 FK0178
 FK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0178'1.7 MI W FROM REYDON.
 FK0178'1.7 MILES WEST OF P. AND SF. RR. STATION AT REYDON 0.2 MILE
 FK0178'NORTHEAST OF MILEPOST 60, 90 FEET SOUTHEAST OF NEAREST RAIL OF
 FK0178'PANHANDLE AND SANTA FE TRACK, 60 FEET WEST OF CENTER LINE OF
 FK0178'SECTION LINE ROAD.
 FK0178
 FK0178                          STATION RECOVERY (1987)
 FK0178
 FK0178'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0353 ***********************************************************************
 GJ0353  DESIGNATION -  N 104
 GJ0353  PID         -  GJ0353
 GJ0353  STATE/COUNTY-  OK/ELLIS
 GJ0353  COUNTRY     -  US
 GJ0353  USGS QUAD   -  ARNETT SE (2018)
 GJ0353
 GJ0353                         *CURRENT SURVEY CONTROL
 GJ0353  ______________________________________________________________________
 GJ0353* NAD 83(1986) POSITION- 36 03 25.     (N) 099 45 24.     (W)   SCALED
 GJ0353* NAVD 88 ORTHO HEIGHT -   729.564 (meters)     2393.58  (feet) ADJUSTED
 GJ0353  ______________________________________________________________________
 GJ0353  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 GJ0353  DYNAMIC HEIGHT  -        728.809 (meters)     2391.10  (feet) COMP
 GJ0353  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 GJ0353
 GJ0353  VERT ORDER      -  FIRST     CLASS II
 GJ0353
 GJ0353.The horizontal coordinates were scaled from a map and have
 GJ0353.an estimated accuracy of +/- 6 seconds.
 GJ0353
 GJ0353.The orthometric height was determined by differential leveling and
 GJ0353.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0353.in August 1994.
 GJ0353
 GJ0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0353.GEOID18 height accuracy estimate available here.
 GJ0353
 GJ0353.Click photographs - Photos may exist for this station.
 GJ0353
 GJ0353.The dynamic height is computed by dividing the NAVD 88
 GJ0353.geopotential number by the normal gravity value computed on the
 GJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0353.degrees latitude (g = 980.6199 gals.).
 GJ0353
 GJ0353.The modeled gravity was interpolated from observed gravity values.
 GJ0353
 GJ0353;                    North         East    Units  Estimated Accuracy
 GJ0353;SPC OK N     -   118,700.      441,740.      MT  (+/- 180 meters Scaled)
 GJ0353
 GJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME318905(NAD 83)
 GJ0353
 GJ0353                          SUPERSEDED SURVEY CONTROL
 GJ0353
 GJ0353  NAVD 88 (06/15/91)  729.492  (m)         2393.34   (f) SUPERSEDED  1 2
 GJ0353  NGVD 29 (??/??/92)  729.183  (m)         2392.33   (f) ADJ UNCH    1 2
 GJ0353
 GJ0353.Superseded values are not recommended for survey control.
 GJ0353
 GJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0353.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0353
 GJ0353_MARKER: DB = BENCH MARK DISK
 GJ0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0353_SP_SET: CULVERT HEADWALL
 GJ0353_STAMPING: N 104 1934
 GJ0353_MARK LOGO: CGS
 GJ0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0353+STABILITY: SURFACE MOTION
 GJ0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0353+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1994
 GJ0353
 GJ0353  HISTORY     - Date     Condition        Report By
 GJ0353  HISTORY     - 1934     MONUMENTED       CGS
 GJ0353  HISTORY     - 19940223 GOOD             NGS
 GJ0353
 GJ0353                          STATION DESCRIPTION
 GJ0353
 GJ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0353'6.2 MI SE FROM ARNETT.
 GJ0353'6.2 MILES SOUTHEAST OF ELLIS CO., COURTHOUSE AT ARNETT 45 FEET
 GJ0353'WEST OF CENTER LINE OF U.S. HIGHWAY 283.  21 FEET SOUTH OF
 GJ0353'CENTER LINE OF ROAD INTERSECTING HIGHWAY AND GOING THROUGH GATE
 GJ0353'IN HIGHWAY RIGHT OF WAY FENCE.  ON WINGWALL OF CONCRETE CULVERT.
 GJ0353
 GJ0353                          STATION RECOVERY (1994)
 GJ0353
 GJ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GJ0353'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE COURTHOUSE IN
 GJ0353'ARNETT, THENCE 8.8 KM (5.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 283, IN
 GJ0353'TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE SOUTHEAST
 GJ0353'CONCRETE WINGWALL OF A CULVERT UNDER A FIELD ENTRANCE ROAD, 12.5 M
 GJ0353'(41.0 FT) WEST OF THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT) SOUTHEAST
 GJ0353'OF A T-FENCE CORNER, 6.3 M (20.7 FT) SOUTH OF THE ROAD CENTER, 5.7 M
 GJ0353'(18.7 FT) EAST OF A WITNESS POST AND FENCE, AND 1.0 M (3.3 FT) BELOW
 GJ0353'THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0453 ***********************************************************************
 FK0453  DESIGNATION -  N 105
 FK0453  PID         -  FK0453
 FK0453  STATE/COUNTY-  OK/BECKHAM
 FK0453  COUNTRY     -  US
 FK0453  USGS QUAD   -  BERLIN (2018)
 FK0453
 FK0453                         *CURRENT SURVEY CONTROL
 FK0453  ______________________________________________________________________
 FK0453* NAD 83(1986) POSITION- 35 23 54.     (N) 099 39 09.     (W)   SCALED
 FK0453* NAVD 88 ORTHO HEIGHT -   636.394 (meters)     2087.90  (feet) ADJUSTED
 FK0453  ______________________________________________________________________
 FK0453  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 FK0453  DYNAMIC HEIGHT  -        635.728 (meters)     2085.72  (feet) COMP
 FK0453  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 FK0453
 FK0453  VERT ORDER      -  SECOND    CLASS 0
 FK0453
 FK0453.The horizontal coordinates were scaled from a map and have
 FK0453.an estimated accuracy of +/- 6 seconds.
 FK0453
 FK0453.The orthometric height was determined by differential leveling and
 FK0453.adjusted by the NATIONAL GEODETIC SURVEY
 FK0453.in June 1991.
 FK0453
 FK0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0453.GEOID18 height accuracy estimate available here.
 FK0453
 FK0453.Click photographs - Photos may exist for this station.
 FK0453
 FK0453.The dynamic height is computed by dividing the NAVD 88
 FK0453.geopotential number by the normal gravity value computed on the
 FK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0453.degrees latitude (g = 980.6199 gals.).
 FK0453
 FK0453.The modeled gravity was interpolated from observed gravity values.
 FK0453
 FK0453;                    North         East    Units  Estimated Accuracy
 FK0453;SPC OK S     -   230,300.      449,880.      MT  (+/- 180 meters Scaled)
 FK0453
 FK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME407174(NAD 83)
 FK0453
 FK0453                          SUPERSEDED SURVEY CONTROL
 FK0453
 FK0453  NGVD 29 (??/??/92)  636.126  (m)         2087.02   (f) ADJ UNCH    2 0
 FK0453
 FK0453.Superseded values are not recommended for survey control.
 FK0453
 FK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0453.See file dsdata.pdf to determine how the superseded data were derived.
 FK0453
 FK0453_MARKER: DB = BENCH MARK DISK
 FK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0453_STAMPING: N 105 1934
 FK0453_MARK LOGO: CGS
 FK0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0453+STABILITY: SURFACE MOTION
 FK0453
 FK0453  HISTORY     - Date     Condition        Report By
 FK0453  HISTORY     - 1934     MONUMENTED       CGS
 FK0453
 FK0453                          STATION DESCRIPTION
 FK0453
 FK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0453'7.6 MI N FROM SAYRE.
 FK0453'7.6 MILES NORTH OF CRIPRR STATION 0.1 MILE SOUTH OF TANGENT OF
 FK0453'CURVE.  90 FEET NORTH OF HIGHWAY CURVE SIGN.  36 FEET EAST OF
 FK0453'CENTERLINE OF U.S. HIGHWAY 283.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0371 ***********************************************************************
 GJ0371  DESIGNATION -  N 106
 GJ0371  PID         -  GJ0371
 GJ0371  STATE/COUNTY-  OK/HARPER
 GJ0371  COUNTRY     -  US
 GJ0371  USGS QUAD   -  LAVERNE NE (2018)
 GJ0371
 GJ0371                         *CURRENT SURVEY CONTROL
 GJ0371  ______________________________________________________________________
 GJ0371* NAD 83(1986) POSITION- 36 38 24.     (N) 099 48 02.     (W)   SCALED
 GJ0371* NAVD 88 ORTHO HEIGHT -   632.871 (meters)     2076.34  (feet) ADJUSTED
 GJ0371  ______________________________________________________________________
 GJ0371  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 GJ0371  DYNAMIC HEIGHT  -        632.267 (meters)     2074.36  (feet) COMP
 GJ0371  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 GJ0371
 GJ0371  VERT ORDER      -  SECOND    CLASS 0
 GJ0371
 GJ0371.The horizontal coordinates were scaled from a map and have
 GJ0371.an estimated accuracy of +/- 6 seconds.
 GJ0371
 GJ0371.The orthometric height was determined by differential leveling and
 GJ0371.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0371.in June 1991.
 GJ0371
 GJ0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0371.GEOID18 height accuracy estimate available here.
 GJ0371
 GJ0371.Click photographs - Photos may exist for this station.
 GJ0371
 GJ0371.The dynamic height is computed by dividing the NAVD 88
 GJ0371.geopotential number by the normal gravity value computed on the
 GJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0371.degrees latitude (g = 980.6199 gals.).
 GJ0371
 GJ0371.The modeled gravity was interpolated from observed gravity values.
 GJ0371
 GJ0371;                    North         East    Units  Estimated Accuracy
 GJ0371;SPC OK N     -   183,460.      438,990.      MT  (+/- 180 meters Scaled)
 GJ0371
 GJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF284552(NAD 83)
 GJ0371
 GJ0371                          SUPERSEDED SURVEY CONTROL
 GJ0371
 GJ0371  NGVD 29 (??/??/92)  632.594  (m)         2075.44   (f) ADJ UNCH    2 0
 GJ0371
 GJ0371.Superseded values are not recommended for survey control.
 GJ0371
 GJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0371.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0371
 GJ0371_MARKER: DB = BENCH MARK DISK
 GJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0371_STAMPING: N 106 1934
 GJ0371_MARK LOGO: CGS
 GJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0371+STABILITY: SURFACE MOTION
 GJ0371
 GJ0371  HISTORY     - Date     Condition        Report By
 GJ0371  HISTORY     - 1934     MONUMENTED       CGS
 GJ0371  HISTORY     - 1947     MARK NOT FOUND   CGS
 GJ0371
 GJ0371                          STATION DESCRIPTION
 GJ0371
 GJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0371'3.1 MI NW FROM MAY.
 GJ0371'90 FEET NORTHWEST OF CENTER-LINE OF SECTION LINE ROAD AT INTERSECTION
 GJ0371'OF MISSOURI KANSAS AND TEXAS RAILROAD TRACK, 80 FEET SOUTHWEST OF
 GJ0371'8TH. POST S.E. OF MILEPOST 249, 45 FEET SOUTHWEST OF NEAREST RAIL
 GJ0371'OF TRACK.
 GJ0371
 GJ0371                          STATION RECOVERY (1947)
 GJ0371
 GJ0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 GJ0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0003 ***********************************************************************
 GK0003  DESIGNATION -  N 107
 GK0003  PID         -  GK0003
 GK0003  STATE/COUNTY-  OK/BEAVER
 GK0003  COUNTRY     -  US
 GK0003  USGS QUAD   -  MOCANE NW (2018)
 GK0003
 GK0003                         *CURRENT SURVEY CONTROL
 GK0003  ______________________________________________________________________
 GK0003* NAD 83(1986) POSITION- 36 54 29.     (N) 100 26 24.     (W)   SCALED
 GK0003* NAVD 88 ORTHO HEIGHT -   815.483 (meters)     2675.46  (feet) ADJUSTED
 GK0003  ______________________________________________________________________
 GK0003  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 GK0003  DYNAMIC HEIGHT  -        814.692 (meters)     2672.87  (feet) COMP
 GK0003  MODELED GRAVITY -    979,634.6   (mgal)                       NAVD 88
 GK0003
 GK0003  VERT ORDER      -  SECOND    CLASS 0
 GK0003
 GK0003.The horizontal coordinates were scaled from a map and have
 GK0003.an estimated accuracy of +/- 6 seconds.
 GK0003
 GK0003.The orthometric height was determined by differential leveling and
 GK0003.adjusted by the NATIONAL GEODETIC SURVEY
 GK0003.in June 1991.
 GK0003
 GK0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0003.GEOID18 height accuracy estimate available here.
 GK0003
 GK0003.Click photographs - Photos may exist for this station.
 GK0003
 GK0003.The dynamic height is computed by dividing the NAVD 88
 GK0003.geopotential number by the normal gravity value computed on the
 GK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0003.degrees latitude (g = 980.6199 gals.).
 GK0003
 GK0003.The modeled gravity was interpolated from observed gravity values.
 GK0003
 GK0003;                    North         East    Units  Estimated Accuracy
 GK0003;SPC OK N     -   214,450.      382,570.      MT  (+/- 180 meters Scaled)
 GK0003
 GK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF717856(NAD 83)
 GK0003
 GK0003                          SUPERSEDED SURVEY CONTROL
 GK0003
 GK0003  NGVD 29 (??/??/92)  815.133  (m)         2674.32   (f) ADJ UNCH    2 0
 GK0003
 GK0003.Superseded values are not recommended for survey control.
 GK0003
 GK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0003.See file dsdata.pdf to determine how the superseded data were derived.
 GK0003
 GK0003_MARKER: DB = BENCH MARK DISK
 GK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0003_STAMPING: N 107 1934
 GK0003_MARK LOGO: CGS
 GK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0003+STABILITY: SURFACE MOTION
 GK0003
 GK0003  HISTORY     - Date     Condition        Report By
 GK0003  HISTORY     - 1934     MONUMENTED       CGS
 GK0003  HISTORY     - 1969     MARK NOT FOUND   USGS
 GK0003
 GK0003                          STATION DESCRIPTION
 GK0003
 GK0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0003'7.4 MI E FROM FORGAN.
 GK0003'7.4 MILES EAST OF FORGAN M.K. AND T.RR. STATION 0.5 MILE NORTHWEST OF
 GK0003'MILE POLE 297.  54 FEET SOUTHWEST OF NEAREST RAIL OF MISSOURI KANSAS
 GK0003'AND TEXAS RAILWAY TRACK.  25 FEET EAST OF CENTER LINE OF SECTION LINE
 GK0003'ROAD, AND ON OUTSIDE OF RAILWAY PROPERY FENCE.  NOTE-- RD WORK IN AREA
 GK0003
 GK0003                          STATION RECOVERY (1969)
 GK0003
 GK0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GK0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0403 ***********************************************************************
 GJ0403  DESIGNATION -  N 108
 GJ0403  PID         -  GJ0403
 GJ0403  STATE/COUNTY-  OK/HARPER
 GJ0403  COUNTRY     -  US
 GJ0403  USGS QUAD   -  BUFFALO SE (2018)
 GJ0403
 GJ0403                         *CURRENT SURVEY CONTROL
 GJ0403  ______________________________________________________________________
 GJ0403* NAD 83(1986) POSITION- 36 50 09.     (N) 099 37 26.     (W)   SCALED
 GJ0403* NAVD 88 ORTHO HEIGHT -   546.284 (meters)     1792.27  (feet) ADJUSTED
 GJ0403  ______________________________________________________________________
 GJ0403  GEOID HEIGHT    -        -27.992 (meters)                     GEOID18
 GJ0403  DYNAMIC HEIGHT  -        545.782 (meters)     1790.62  (feet) COMP
 GJ0403  MODELED GRAVITY -    979,695.6   (mgal)                       NAVD 88
 GJ0403
 GJ0403  VERT ORDER      -  SECOND    CLASS 0
 GJ0403
 GJ0403.The horizontal coordinates were scaled from a map and have
 GJ0403.an estimated accuracy of +/- 6 seconds.
 GJ0403
 GJ0403.The orthometric height was determined by differential leveling and
 GJ0403.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0403.in June 1991.
 GJ0403
 GJ0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0403.GEOID18 height accuracy estimate available here.
 GJ0403
 GJ0403.Click photographs - Photos may exist for this station.
 GJ0403
 GJ0403.The dynamic height is computed by dividing the NAVD 88
 GJ0403.geopotential number by the normal gravity value computed on the
 GJ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0403.degrees latitude (g = 980.6199 gals.).
 GJ0403
 GJ0403.The modeled gravity was interpolated from observed gravity values.
 GJ0403
 GJ0403;                    North         East    Units  Estimated Accuracy
 GJ0403;SPC OK N     -   204,910.      455,150.      MT  (+/- 180 meters Scaled)
 GJ0403
 GJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF443768(NAD 83)
 GJ0403
 GJ0403                          SUPERSEDED SURVEY CONTROL
 GJ0403
 GJ0403  NGVD 29 (??/??/92)  546.016  (m)         1791.39   (f) ADJ UNCH    2 0
 GJ0403
 GJ0403.Superseded values are not recommended for survey control.
 GJ0403
 GJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0403.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0403
 GJ0403_MARKER: DB = BENCH MARK DISK
 GJ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0403_STAMPING: N 108 1934
 GJ0403_MARK LOGO: CGS
 GJ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0403+STABILITY: SURFACE MOTION
 GJ0403
 GJ0403  HISTORY     - Date     Condition        Report By
 GJ0403  HISTORY     - 1934     MONUMENTED       CGS
 GJ0403
 GJ0403                          STATION DESCRIPTION
 GJ0403
 GJ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0403'AT BUFFALO.
 GJ0403'360 FEET WEST OF MILEPOST 52, 180 FEET EAST OF ATCHISON TOPEKA
 GJ0403'AND SANTA FE STATION AT BUFFALO, 35 FEET NORTH OF NEAREST RAIL
 GJ0403'OF THE MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0173 ***********************************************************************
 GJ0173  DESIGNATION -  N 109
 GJ0173  PID         -  GJ0173
 GJ0173  STATE/COUNTY-  OK/WOODS
 GJ0173  COUNTRY     -  US
 GJ0173  USGS QUAD   -  WAYNOKA NW (2018)
 GJ0173
 GJ0173                         *CURRENT SURVEY CONTROL
 GJ0173  ______________________________________________________________________
 GJ0173* NAD 83(1986) POSITION- 36 38 18.     (N) 098 54 25.     (W)   SCALED
 GJ0173* NAVD 88 ORTHO HEIGHT -   480.114 (meters)     1575.17  (feet) ADJUSTED
 GJ0173  ______________________________________________________________________
 GJ0173  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GJ0173  DYNAMIC HEIGHT  -        479.676 (meters)     1573.74  (feet) COMP
 GJ0173  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 GJ0173
 GJ0173  VERT ORDER      -  SECOND    CLASS 0
 GJ0173
 GJ0173.The horizontal coordinates were scaled from a map and have
 GJ0173.an estimated accuracy of +/- 6 seconds.
 GJ0173
 GJ0173.The orthometric height was determined by differential leveling and
 GJ0173.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0173.in June 1991.
 GJ0173
 GJ0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0173.GEOID18 height accuracy estimate available here.
 GJ0173
 GJ0173.Click photographs - Photos may exist for this station.
 GJ0173
 GJ0173.The dynamic height is computed by dividing the NAVD 88
 GJ0173.geopotential number by the normal gravity value computed on the
 GJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0173.degrees latitude (g = 980.6199 gals.).
 GJ0173
 GJ0173.The modeled gravity was interpolated from observed gravity values.
 GJ0173
 GJ0173;                    North         East    Units  Estimated Accuracy
 GJ0173;SPC OK N     -   182,160.      518,890.      MT  (+/- 180 meters Scaled)
 GJ0173
 GJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF083547(NAD 83)
 GJ0173
 GJ0173                          SUPERSEDED SURVEY CONTROL
 GJ0173
 GJ0173  NGVD 29 (??/??/92)  479.905  (m)         1574.49   (f) ADJ UNCH    2 0
 GJ0173
 GJ0173.Superseded values are not recommended for survey control.
 GJ0173
 GJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0173.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0173
 GJ0173_MARKER: DB = BENCH MARK DISK
 GJ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0173_STAMPING: N 109 1934
 GJ0173_MARK LOGO: CGS
 GJ0173_PROJECTION: PROJECTING 8 CENTIMETERS
 GJ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0173+STABILITY: SURFACE MOTION
 GJ0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0173+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2022
 GJ0173
 GJ0173  HISTORY     - Date     Condition        Report By
 GJ0173  HISTORY     - 1934     MONUMENTED       CGS
 GJ0173  HISTORY     - 20220902 GOOD             OKDOT
 GJ0173
 GJ0173                          STATION DESCRIPTION
 GJ0173
 GJ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0173'4.4 MI NW FROM WAYNOKA.
 GJ0173'4.4 MILES NORTHWEST OF A.T. AND SF. RR. STATION AT WAYNOKA, 0.3
 GJ0173'MILE NORTHWEST OF MILEPOST 4, 0.2 MILE SOUTHEAST OF MC KINLEY
 GJ0173'SIDING STATION SIGN, 60 FEET NORTH OF CENTER LINE OF SECTION
 GJ0173'LINE ROAD, 40 FEET SOUTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA
 GJ0173'AND SANTA FE TRACK.
 GJ0173
 GJ0173                          STATION RECOVERY (2022)
 GJ0173
 GJ0173'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (AG)
 GJ0173'ONE CORNER OF THE CONCRETE BASE IS BROKEN OFF, BUT THE MARK IS STILL
 GJ0173'FIRMLY SECURED INTO PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0165 ***********************************************************************
 GJ0165  DESIGNATION -  N 110
 GJ0165  PID         -  GJ0165
 GJ0165  STATE/COUNTY-  OK/WOODS
 GJ0165  COUNTRY     -  US
 GJ0165  USGS QUAD   -  ALVA (2018)
 GJ0165
 GJ0165                         *CURRENT SURVEY CONTROL
 GJ0165  ______________________________________________________________________
 GJ0165* NAD 83(1986) POSITION- 36 46 59.     (N) 098 43 06.     (W)   SCALED
 GJ0165* NAVD 88 ORTHO HEIGHT -   446.929 (meters)     1466.30  (feet) ADJUSTED
 GJ0165  ______________________________________________________________________
 GJ0165  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 GJ0165  DYNAMIC HEIGHT  -        446.530 (meters)     1464.99  (feet) COMP
 GJ0165  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 GJ0165
 GJ0165  VERT ORDER      -  SECOND    CLASS 0
 GJ0165
 GJ0165.The horizontal coordinates were scaled from a map and have
 GJ0165.an estimated accuracy of +/- 6 seconds.
 GJ0165
 GJ0165.The orthometric height was determined by differential leveling and
 GJ0165.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0165.in June 1991.
 GJ0165
 GJ0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0165.GEOID18 height accuracy estimate available here.
 GJ0165
 GJ0165.Click photographs - Photos may exist for this station.
 GJ0165
 GJ0165.The dynamic height is computed by dividing the NAVD 88
 GJ0165.geopotential number by the normal gravity value computed on the
 GJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0165.degrees latitude (g = 980.6199 gals.).
 GJ0165
 GJ0165.The modeled gravity was interpolated from observed gravity values.
 GJ0165
 GJ0165;                    North         East    Units  Estimated Accuracy
 GJ0165;SPC OK N     -   198,080.      535,880.      MT  (+/- 180 meters Scaled)
 GJ0165
 GJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF251708(NAD 83)
 GJ0165
 GJ0165                          SUPERSEDED SURVEY CONTROL
 GJ0165
 GJ0165  NGVD 29 (??/??/92)  446.736  (m)         1465.67   (f) ADJ UNCH    2 0
 GJ0165
 GJ0165.Superseded values are not recommended for survey control.
 GJ0165
 GJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0165.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0165
 GJ0165_MARKER: DB = BENCH MARK DISK
 GJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0165_STAMPING: N 110 1934
 GJ0165_MARK LOGO: CGS
 GJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0165+STABILITY: SURFACE MOTION
 GJ0165
 GJ0165  HISTORY     - Date     Condition        Report By
 GJ0165  HISTORY     - 1934     MONUMENTED       CGS
 GJ0165
 GJ0165                          STATION DESCRIPTION
 GJ0165
 GJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0165'4.1 MI SW FROM ALVA.
 GJ0165'4.1 MILES SOUTHWEST OF ALVA A.T. AND SF. RR. STATION 0.3 MILE
 GJ0165'NORTHEAST OF NOEL, 120 FEET NORTH OF 5TH. POLE NORTHEAST OF
 GJ0165'MILEPOST 329, 58 FEET NORTHWEST OF NEAREST RAIL OF ATCHISON
 GJ0165'TOPEKA AND SANTA FE TRACK, 45 FEET SOUTH OF CENTER LINE OF
 GJ0165'SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0010 ***********************************************************************
 GJ0010  DESIGNATION -  N 111
 GJ0010  PID         -  GJ0010
 GJ0010  STATE/COUNTY-  OK/ALFALFA
 GJ0010  COUNTRY     -  US
 GJ0010  USGS QUAD   -  LAMBERT (2018)
 GJ0010
 GJ0010                         *CURRENT SURVEY CONTROL
 GJ0010  ______________________________________________________________________
 GJ0010* NAD 83(1986) POSITION- 36 39 13.     (N) 098 24 59.     (W)   SCALED
 GJ0010* NAVD 88 ORTHO HEIGHT -   394.854 (meters)     1295.45  (feet) ADJUSTED
 GJ0010  ______________________________________________________________________
 GJ0010  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 GJ0010  DYNAMIC HEIGHT  -        394.508 (meters)     1294.32  (feet) COMP
 GJ0010  MODELED GRAVITY -    979,743.9   (mgal)                       NAVD 88
 GJ0010
 GJ0010  VERT ORDER      -  SECOND    CLASS 0
 GJ0010
 GJ0010.The horizontal coordinates were scaled from a map and have
 GJ0010.an estimated accuracy of +/- 6 seconds.
 GJ0010
 GJ0010.The orthometric height was determined by differential leveling and
 GJ0010.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0010.in June 1991.
 GJ0010
 GJ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0010.GEOID18 height accuracy estimate available here.
 GJ0010
 GJ0010.Click photographs - Photos may exist for this station.
 GJ0010
 GJ0010.The dynamic height is computed by dividing the NAVD 88
 GJ0010.geopotential number by the normal gravity value computed on the
 GJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0010.degrees latitude (g = 980.6199 gals.).
 GJ0010
 GJ0010.The modeled gravity was interpolated from observed gravity values.
 GJ0010
 GJ0010;                    North         East    Units  Estimated Accuracy
 GJ0010;SPC OK N     -   183,560.      562,770.      MT  (+/- 180 meters Scaled)
 GJ0010
 GJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF521566(NAD 83)
 GJ0010
 GJ0010                          SUPERSEDED SURVEY CONTROL
 GJ0010
 GJ0010  NGVD 29 (??/??/92)  394.691  (m)         1294.92   (f) ADJ UNCH    2 0
 GJ0010
 GJ0010.Superseded values are not recommended for survey control.
 GJ0010
 GJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0010.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0010
 GJ0010_MARKER: DB = BENCH MARK DISK
 GJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0010_STAMPING: N 111 1935
 GJ0010_MARK LOGO: CGS
 GJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0010+STABILITY: SURFACE MOTION
 GJ0010
 GJ0010  HISTORY     - Date     Condition        Report By
 GJ0010  HISTORY     - 1935     MONUMENTED       CGS
 GJ0010
 GJ0010                          STATION DESCRIPTION
 GJ0010
 GJ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0010'2.2 MI SW FROM YEWED.
 GJ0010'2.2 MILES SOUTHWEST OF A.T. AND SF. RR. STATION AT YEWED, 0.23
 GJ0010'MILE SOUTH OF MILEPOST 308, 0.1 MILE NORTH OF SECTION LINE ROAD,
 GJ0010'345 FEET SOUTHWEST OF A WHITE FARM HOUSE, 45 FEET EAST OF NEAREST
 GJ0010'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0110 ***********************************************************************
 GJ0110  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0110  DESIGNATION -  N 112
 GJ0110  PID         -  GJ0110
 GJ0110  STATE/COUNTY-  OK/BLAINE
 GJ0110  COUNTRY     -  US
 GJ0110  USGS QUAD   -  CANTON (2018)
 GJ0110
 GJ0110                         *CURRENT SURVEY CONTROL
 GJ0110  ______________________________________________________________________
 GJ0110* NAD 83(2011) POSITION- 36 03 21.63611(N) 098 35 17.03639(W)   ADJUSTED
 GJ0110* NAD 83(2011) ELLIP HT-   457.656 (meters)        (06/27/12)   ADJUSTED
 GJ0110* NAD 83(2011) EPOCH   -  2010.00
 GJ0110* NAVD 88 ORTHO HEIGHT -   485.008 (meters)     1591.23  (feet) ADJUSTED
 GJ0110  ______________________________________________________________________
 GJ0110  GEOID HEIGHT    -        -27.349 (meters)                     GEOID18
 GJ0110  NAD 83(2011) X  -   -770,944.823 (meters)                     COMP
 GJ0110  NAD 83(2011) Y  - -5,104,826.426 (meters)                     COMP
 GJ0110  NAD 83(2011) Z  -  3,733,487.171 (meters)                     COMP
 GJ0110  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 GJ0110  DYNAMIC HEIGHT  -        484.551 (meters)     1589.73  (feet) COMP
 GJ0110  MODELED GRAVITY -    979,673.9   (mgal)                       NAVD 88
 GJ0110
 GJ0110  VERT ORDER      -  SECOND    CLASS 0
 GJ0110
 GJ0110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0110  Standards:
 GJ0110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0110  -------------------------------------------------------------------
 GJ0110  NETWORK    2.01   3.76           0.93   0.67   1.92     -0.00467894
 GJ0110  -------------------------------------------------------------------
 GJ0110  Click here for local accuracies and other accuracy information.
 GJ0110
 GJ0110.The horizontal coordinates were established by GPS observations
 GJ0110.and adjusted by the National Geodetic Survey in June 2012.
 GJ0110
 GJ0110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0110.been affixed to the stable North American tectonic plate. See 
 GJ0110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0110
 GJ0110.The horizontal coordinates are valid at the epoch date displayed above
 GJ0110.which is a decimal equivalence of Year/Month/Day.
 GJ0110
 GJ0110.The orthometric height was determined by differential leveling and
 GJ0110.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0110.in June 1991.
 GJ0110
 GJ0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0110.GEOID18 height accuracy estimate available here.
 GJ0110
 GJ0110.Click photographs - Photos may exist for this station.
 GJ0110
 GJ0110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0110
 GJ0110.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0110
 GJ0110.The ellipsoidal height was determined by GPS observations
 GJ0110.and is referenced to NAD 83.
 GJ0110
 GJ0110.The dynamic height is computed by dividing the NAVD 88
 GJ0110.geopotential number by the normal gravity value computed on the
 GJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0110.degrees latitude (g = 980.6199 gals.).
 GJ0110
 GJ0110.The modeled gravity was interpolated from observed gravity values.
 GJ0110
 GJ0110. The following values were computed from the NAD 83(2011) position.
 GJ0110
 GJ0110;                    North         East     Units Scale Factor Converg.
 GJ0110;SPC OK N     -   117,327.558   547,018.466   MT  0.99994729   -0 20 49.4
 GJ0110;SPC OK N     -   384,932.16  1,794,676.42   sFT  0.99994729   -0 20 49.4
 GJ0110;UTM  14      - 3,990,239.312   537,100.491   MT  0.99961696   +0 14 32.8
 GJ0110
 GJ0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0110!SPC OK N     -   0.99992818  x   0.99994729  =   0.99987547
 GJ0110!UTM  14      -   0.99992818  x   0.99961696  =   0.99954516
 GJ0110
 GJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3710090239(NAD 83)
 GJ0110
 GJ0110                          SUPERSEDED SURVEY CONTROL
 GJ0110
 GJ0110  NAD 83(2007)-  36 03 21.63610(N)    098 35 17.03714(W) AD(2002.00) 0
 GJ0110  ELLIP H (02/10/07)  457.682  (m)                       GP(2002.00)    
 GJ0110  ELLIP H (04/16/01)  457.676  (m)                       GP(       ) 4 2
 GJ0110  NAD 83(1993)-  36 03 21.63597(N)    098 35 17.03673(W) AD(       ) B
 GJ0110  ELLIP H (05/09/94)  457.722  (m)                       GP(       ) 4 2
 GJ0110  NAVD 88             485.01   (m)         1591.2    (f) LEVELING    3  
 GJ0110  NGVD 29 (??/??/92)  484.815  (m)         1590.60   (f) ADJ UNCH    2 0
 GJ0110
 GJ0110.Superseded values are not recommended for survey control.
 GJ0110
 GJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0110.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0110
 GJ0110_MARKER: DB = BENCH MARK DISK
 GJ0110_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0110+WITH SETTING: PAVEMENT
 GJ0110_SP_SET: WELL CASING
 GJ0110_STAMPING: N 112 1935
 GJ0110_MARK LOGO: CGS
 GJ0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0110+STABILITY: SURFACE MOTION
 GJ0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0110+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2026
 GJ0110
 GJ0110  HISTORY     - Date     Condition        Report By
 GJ0110  HISTORY     - 1935     MONUMENTED       CGS
 GJ0110  HISTORY     - 19930517 GOOD             NGS
 GJ0110  HISTORY     - 20160408 GOOD             GRWAS
 GJ0110  HISTORY     - 20260114 POOR             OKDOT
 GJ0110
 GJ0110                          STATION DESCRIPTION
 GJ0110
 GJ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0110'AT CANTON.
 GJ0110'IN EAST CORNER OF MAIN BASE OF ATCHISON TOPEKA AND SANTA FE
 GJ0110'WATER TANK, 300 FEET NORTHEAST OF STATION, 20 FEET NORTHWEST OF
 GJ0110'NEAREST RAIL OF MAIN TRACK.
 GJ0110
 GJ0110                          STATION RECOVERY (1993)
 GJ0110
 GJ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0110'STATION IS LOCATED ON THE NORTH SIDE OF THE BUSINESS DISTRICT IN
 GJ0110'CANTON, JUST EAST OF THE MAIN NORTH-SOUTH STREET, ALONG AN OLD
 GJ0110'RAILROAD BED, ACROSS RAILROAD BED FROM A LARGE GRAIN STORAGE BUILDING
 GJ0110'AND A LARGE METAL GRAIN TANK, IN THE EAST CORNER OF A 1.5 M (4.9 FT)
 GJ0110'X 3.1 M (10.2 FT) X 0.3 M (1.0 FT) HIGH CONCRETE WELL CASING.
 GJ0110'OWNERSHIP--CITY OF CANTON.
 GJ0110'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 58 IN CANTON, GO
 GJ0110'NORTH ON THE PAVED STREET FOR 0.26 KM (0.15 MI) TO THE STATION ON THE
 GJ0110'RIGHT.
 GJ0110'STATION IS SET FLUSH IN A DRILL HOLE IN THE EAST CORNER OF THE CASING.
 GJ0110'IT IS 26.4 M (86.6 FT) EAST OF THE STREET CENTER, 0.3 M (1.0 FT)
 GJ0110'SOUTHWEST OF A FIBERGLASS WITNESS POST, 5 M (16.4 FT) NORTHWEST OF THE
 GJ0110'CENTER OF AN OLD RAILROAD BED, 30.7 M (100.7 FT) NORTH-NORTHWEST OF
 GJ0110'THE WEST CORNER OF A LARGE METAL BUILDING, AND 35.5 M (116.5 FT)
 GJ0110'NORTH OF A VENT PIPE ON THE NORTH SIDE OF THE LARGE ROUND GRAIN
 GJ0110'STORAGE TANK.
 GJ0110
 GJ0110                          STATION RECOVERY (2016)
 GJ0110
 GJ0110'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 GJ0110'RECOVERED IN GOOD CONDITION.
 GJ0110
 GJ0110                          STATION RECOVERY (2026)
 GJ0110
 GJ0110'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2026 (KKK)
 GJ0110'THE MARK WAS RECOVERED AS DESCRIBED.  THE CONCRETE AROUND THE MARK WAS
 GJ0110'DETERIORATING EVEN THOUGH THE MARK WAS STILL SOLIDLY IN IT'S SETTING.
 GJ0110'ADDITIONAL CONCRETE WAS PLACED AROUND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0086 ***********************************************************************
 GJ0086  DESIGNATION -  N 113
 GJ0086  PID         -  GJ0086
 GJ0086  STATE/COUNTY-  OK/BLAINE
 GJ0086  COUNTRY     -  US
 GJ0086  USGS QUAD   -  OKEENE (2018)
 GJ0086
 GJ0086                         *CURRENT SURVEY CONTROL
 GJ0086  ______________________________________________________________________
 GJ0086* NAD 83(1986) POSITION- 36 00 00.     (N) 098 20 26.     (W)   SCALED
 GJ0086* NAVD 88 ORTHO HEIGHT -   373.815 (meters)     1226.42  (feet) ADJUSTED
 GJ0086  ______________________________________________________________________
 GJ0086  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 GJ0086  DYNAMIC HEIGHT  -        373.473 (meters)     1225.30  (feet) COMP
 GJ0086  MODELED GRAVITY -    979,705.5   (mgal)                       NAVD 88
 GJ0086
 GJ0086  VERT ORDER      -  SECOND    CLASS 0
 GJ0086
 GJ0086.The horizontal coordinates were scaled from a map and have
 GJ0086.an estimated accuracy of +/- 6 seconds.
 GJ0086
 GJ0086.The orthometric height was determined by differential leveling and
 GJ0086.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0086.in June 1991.
 GJ0086
 GJ0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0086.GEOID18 height accuracy estimate available here.
 GJ0086
 GJ0086.Click photographs - Photos may exist for this station.
 GJ0086
 GJ0086.The dynamic height is computed by dividing the NAVD 88
 GJ0086.geopotential number by the normal gravity value computed on the
 GJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0086.degrees latitude (g = 980.6199 gals.).
 GJ0086
 GJ0086.The modeled gravity was interpolated from observed gravity values.
 GJ0086
 GJ0086;                    North         East    Units  Estimated Accuracy
 GJ0086;SPC OK N     -   111,010.      569,300.      MT  (+/- 180 meters Scaled)
 GJ0086
 GJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE594841(NAD 83)
 GJ0086
 GJ0086                          SUPERSEDED SURVEY CONTROL
 GJ0086
 GJ0086  NGVD 29 (??/??/92)  373.651  (m)         1225.89   (f) ADJ UNCH    2 0
 GJ0086
 GJ0086.Superseded values are not recommended for survey control.
 GJ0086
 GJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0086.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0086
 GJ0086_MARKER: DB = BENCH MARK DISK
 GJ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0086_STAMPING: N 113 1935
 GJ0086_MARK LOGO: CGS
 GJ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0086+STABILITY: SURFACE MOTION
 GJ0086
 GJ0086  HISTORY     - Date     Condition        Report By
 GJ0086  HISTORY     - 1935     MONUMENTED       CGS
 GJ0086
 GJ0086                          STATION DESCRIPTION
 GJ0086
 GJ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0086'2.3 MI N FROM HITCHCOCK.
 GJ0086'2.3 MILES NORTH OF ROCK ISLAND STATION AT HITCHCOCK 62 FEET
 GJ0086'NORTHEAST OF 18TH. POLE SOUTHWEST OF MILEPOST 48, 50 FEET
 GJ0086'NORTHWEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND PACIFIC
 GJ0086'RAILROAD TRACK, 33 FEET NORTH OF CENTER LINE OF SECTION LINE
 GJ0086'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0140 ***********************************************************************
 GJ0140  DESIGNATION -  N 114
 GJ0140  PID         -  GJ0140
 GJ0140  STATE/COUNTY-  OK/DEWEY
 GJ0140  COUNTRY     -  US
 GJ0140  USGS QUAD   -  TALOGA (2018)
 GJ0140
 GJ0140                         *CURRENT SURVEY CONTROL
 GJ0140  ______________________________________________________________________
 GJ0140* NAD 83(1986) POSITION- 36 05 37.     (N) 098 57 20.     (W)   SCALED
 GJ0140* NAVD 88 ORTHO HEIGHT -   579.838 (meters)     1902.35  (feet) ADJUSTED
 GJ0140  ______________________________________________________________________
 GJ0140  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 GJ0140  DYNAMIC HEIGHT  -        579.278 (meters)     1900.51  (feet) COMP
 GJ0140  MODELED GRAVITY -    979,648.1   (mgal)                       NAVD 88
 GJ0140
 GJ0140  VERT ORDER      -  SECOND    CLASS 0
 GJ0140
 GJ0140.The horizontal coordinates were scaled from a map and have
 GJ0140.an estimated accuracy of +/- 6 seconds.
 GJ0140
 GJ0140.The orthometric height was determined by differential leveling and
 GJ0140.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0140.in June 1991.
 GJ0140
 GJ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0140.GEOID18 height accuracy estimate available here.
 GJ0140
 GJ0140.Click photographs - Photos may exist for this station.
 GJ0140
 GJ0140.The dynamic height is computed by dividing the NAVD 88
 GJ0140.geopotential number by the normal gravity value computed on the
 GJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0140.degrees latitude (g = 980.6199 gals.).
 GJ0140
 GJ0140.The modeled gravity was interpolated from observed gravity values.
 GJ0140
 GJ0140;                    North         East    Units  Estimated Accuracy
 GJ0140;SPC OK N     -   121,760.      513,950.      MT  (+/- 180 meters Scaled)
 GJ0140
 GJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE040943(NAD 83)
 GJ0140
 GJ0140                          SUPERSEDED SURVEY CONTROL
 GJ0140
 GJ0140  NGVD 29 (??/??/92)  579.614  (m)         1901.62   (f) ADJ UNCH    2 0
 GJ0140
 GJ0140.Superseded values are not recommended for survey control.
 GJ0140
 GJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0140.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0140
 GJ0140_MARKER: DB = BENCH MARK DISK
 GJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0140_STAMPING: N 114 1935
 GJ0140_MARK LOGO: CGS
 GJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0140+STABILITY: SURFACE MOTION
 GJ0140
 GJ0140  HISTORY     - Date     Condition        Report By
 GJ0140  HISTORY     - 1935     MONUMENTED       CGS
 GJ0140
 GJ0140                          STATION DESCRIPTION
 GJ0140
 GJ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0140'1.8 MI W FROM SEILING.
 GJ0140'1.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GJ0140'HIGHWAY 35 AT SEILING, DEWEY COUNTY, THENCE 3.6 MILES SOUTH
 GJ0140'ALONG STATE HIGHWAY 14, 45 FEET WEST OF THE CENTERLINE OF THE
 GJ0140'HIGHWAY, AND 2 FEET SOUTH OF A POINT 10 FEET WEST OF A FENCE
 GJ0140'CORNER.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0362 ***********************************************************************
 GL0362  DESIGNATION -  N 12
 GL0362  PID         -  GL0362
 GL0362  STATE/COUNTY-  OK/CIMARRON
 GL0362  COUNTRY     -  US
 GL0362  USGS QUAD   -  KENTON NE (2018)
 GL0362
 GL0362                         *CURRENT SURVEY CONTROL
 GL0362  ______________________________________________________________________
 GL0362* NAD 83(1986) POSITION- 36 54 00.25   (N) 102 50 52.87   (W)   HD_HELD1
 GL0362* NAVD 88 ORTHO HEIGHT -  1292.106 (meters)     4239.18  (feet) ADJUSTED
 GL0362  ______________________________________________________________________
 GL0362  GEOID HEIGHT    -        -22.858 (meters)                     GEOID18
 GL0362  DYNAMIC HEIGHT  -       1290.682 (meters)     4234.51  (feet) COMP
 GL0362  MODELED GRAVITY -    979,484.2   (mgal)                       NAVD 88
 GL0362
 GL0362  VERT ORDER      -  SECOND    CLASS 0
 GL0362
 GL0362.The horizontal coordinates were determined by differentially corrected
 GL0362.hand held GPS observations or other comparable positioning techniques
 GL0362.and have an estimated accuracy of +/- 3 meters.
 GL0362
 GL0362.The orthometric height was determined by differential leveling and
 GL0362.adjusted by the NATIONAL GEODETIC SURVEY
 GL0362.in June 1991.
 GL0362
 GL0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0362.GEOID18 height accuracy estimate available here.
 GL0362
 GL0362.Click photographs - Photos may exist for this station.
 GL0362
 GL0362.The dynamic height is computed by dividing the NAVD 88
 GL0362.geopotential number by the normal gravity value computed on the
 GL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0362.degrees latitude (g = 980.6199 gals.).
 GL0362
 GL0362.The modeled gravity was interpolated from observed gravity values.
 GL0362
 GL0362;                    North         East    Units  Estimated Accuracy
 GL0362;SPC OK N     -   221,614.0     168,073.5     MT  (+/- 3 meters HH1 GPS) 
 GL0362
 GL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9173785949(NAD 83)
 GL0362
 GL0362                          SUPERSEDED SURVEY CONTROL
 GL0362
 GL0362.No superseded survey control is available for this station.
 GL0362
 GL0362_MARKER: DB = BENCH MARK DISK
 GL0362_SETTING: 66 = SET IN ROCK OUTCROP
 GL0362_STAMPING: N 12 1939
 GL0362_MARK LOGO: CGS
 GL0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0362+STABILITY: POSITION/ELEVATION WELL
 GL0362
 GL0362  HISTORY     - Date     Condition        Report By
 GL0362  HISTORY     - 1939     MONUMENTED       CGS
 GL0362
 GL0362                          STATION DESCRIPTION
 GL0362
 GL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0362'6.8 MI E FROM KENTON.
 GL0362'6.8 MILES EAST BY U.S. HIGHWAY NO. 64.  ALONG U.S. NO. 64.  ABOUT 125
 GL0362'YDS. WEST OF A RISE IN THE HIGHWAY.  60 FEET NORTH OF CENTER-LINE OF
 GL0362'HIGHWAY.  51 FEET NORTH OF A ROCK CULVERT.  39 FEET NORTH OF FENCE
 GL0362'LINE.  SET IN THE SMALLER OF TWO SANDSTONE ROCK OUTCROPPINGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0204 ***********************************************************************
 EM0204  DESIGNATION -  N 123
 EM0204  PID         -  EM0204
 EM0204  STATE/COUNTY-  OK/KIOWA
 EM0204  COUNTRY     -  US
 EM0204  USGS QUAD   -  LAKE ALTUS (2018)
 EM0204
 EM0204                         *CURRENT SURVEY CONTROL
 EM0204  ______________________________________________________________________
 EM0204* NAD 83(1986) POSITION- 34 56 16.     (N) 099 15 34.     (W)   SCALED
 EM0204* NAVD 88 ORTHO HEIGHT -   467.213 (meters)     1532.85  (feet) ADJUSTED
 EM0204  ______________________________________________________________________
 EM0204  GEOID HEIGHT    -        -25.598 (meters)                     GEOID18
 EM0204  DYNAMIC HEIGHT  -        466.763 (meters)     1531.37  (feet) COMP
 EM0204  MODELED GRAVITY -    979,655.9   (mgal)                       NAVD 88
 EM0204
 EM0204  VERT ORDER      -  SECOND    CLASS 0
 EM0204
 EM0204.The horizontal coordinates were scaled from a map and have
 EM0204.an estimated accuracy of +/- 6 seconds.
 EM0204
 EM0204.The orthometric height was determined by differential leveling and
 EM0204.adjusted by the NATIONAL GEODETIC SURVEY
 EM0204.in June 1991.
 EM0204
 EM0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0204.GEOID18 height accuracy estimate available here.
 EM0204
 EM0204.Click photographs - Photos may exist for this station.
 EM0204
 EM0204.The dynamic height is computed by dividing the NAVD 88
 EM0204.geopotential number by the normal gravity value computed on the
 EM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0204.degrees latitude (g = 980.6199 gals.).
 EM0204
 EM0204.The modeled gravity was interpolated from observed gravity values.
 EM0204
 EM0204;                    North         East    Units  Estimated Accuracy
 EM0204;SPC OK S     -   178,690.      484,950.      MT  (+/- 180 meters Scaled)
 EM0204
 EM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD763661(NAD 83)
 EM0204
 EM0204                          SUPERSEDED SURVEY CONTROL
 EM0204
 EM0204  NGVD 29 (??/??/92)  467.054  (m)         1532.33   (f) ADJ UNCH    2 0
 EM0204
 EM0204.Superseded values are not recommended for survey control.
 EM0204
 EM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0204.See file dsdata.pdf to determine how the superseded data were derived.
 EM0204
 EM0204_MARKER: DB = BENCH MARK DISK
 EM0204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0204_SP_SET: CULVERT HEADWALL
 EM0204_STAMPING: N 123 1961
 EM0204_MARK LOGO: CGS
 EM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0204+STABILITY: SURFACE MOTION
 EM0204
 EM0204  HISTORY     - Date     Condition        Report By
 EM0204  HISTORY     - 1961     MONUMENTED       CGS
 EM0204
 EM0204                          STATION DESCRIPTION
 EM0204
 EM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0204'4.35 MI S FROM LONE WOLF.
 EM0204'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE WOLF,
 EM0204'THENCE 3.75 MILES SOUTH ALONG STATE HIGHWAY 44, 20 FEET WEST OF THE
 EM0204'CENTER OF THE HIGHWAY, 1.5 FEET NORTHEAST OF THE WITNESS POST,
 EM0204'CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT,
 EM0204'0.5 FOOT NORTH OF THE SOUTH END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0462 ***********************************************************************
 EM0462  DESIGNATION -  N 124
 EM0462  PID         -  EM0462
 EM0462  STATE/COUNTY-  OK/HARMON
 EM0462  COUNTRY     -  US
 EM0462  USGS QUAD   -  GOULD (2018)
 EM0462
 EM0462                         *CURRENT SURVEY CONTROL
 EM0462  ______________________________________________________________________
 EM0462* NAD 83(1986) POSITION- 34 40 52.92   (N) 099 49 27.04   (W)   HD_HELD1
 EM0462* NAVD 88 ORTHO HEIGHT -   497.563 (meters)     1632.42  (feet) POSTED
 EM0462  ______________________________________________________________________
 EM0462  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 EM0462  DYNAMIC HEIGHT  -        497.01  (meters)     1630.6   (feet) COMP
 EM0462  MODELED GRAVITY -    979,517.8   (mgal)                       NAVD 88
 EM0462
 EM0462  VERT ORDER      -  * POSTED, SEE BELOW
 EM0462
 EM0462.The horizontal coordinates were determined by differentially corrected
 EM0462.hand held GPS observations or other comparable positioning techniques
 EM0462.and have an estimated accuracy of +/- 3 meters.
 EM0462
 EM0462.The orthometric height was determined by differential leveling
 EM0462.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0462
 EM0462.* This is a POSTED BENCH MARK height.
 EM0462
 EM0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0462.GEOID18 height accuracy estimate available here.
 EM0462
 EM0462.Click photographs - Photos may exist for this station.
 EM0462
 EM0462.The dynamic height is computed by dividing the NAVD 88
 EM0462.geopotential number by the normal gravity value computed on the
 EM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0462.degrees latitude (g = 980.6199 gals.).
 EM0462
 EM0462.The modeled gravity was interpolated from observed gravity values.
 EM0462
 EM0462;                    North         East    Units  Estimated Accuracy
 EM0462;SPC OK S     -   151,039.0     432,850.8     MT  (+/- 3 meters HH1 GPS) 
 EM0462
 EM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2450138017(NAD 83)
 EM0462
 EM0462                          SUPERSEDED SURVEY CONTROL
 EM0462
 EM0462  NGVD 29 (??/??/92)  497.320  (m)         1631.62   (f) ADJ UNCH    2 0
 EM0462
 EM0462.Superseded values are not recommended for survey control.
 EM0462
 EM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0462.See file dsdata.pdf to determine how the superseded data were derived.
 EM0462
 EM0462_MARKER: DB = BENCH MARK DISK
 EM0462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0462_SP_SET: CULVERT
 EM0462_STAMPING: N 124 1961
 EM0462_MARK LOGO: CGS
 EM0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0462+STABILITY: SURFACE MOTION
 EM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0462+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 EM0462
 EM0462  HISTORY     - Date     Condition        Report By
 EM0462  HISTORY     - 1961     MONUMENTED       CGS
 EM0462  HISTORY     - 20180712 GOOD             OKDOT
 EM0462
 EM0462                          STATION DESCRIPTION
 EM0462
 EM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0462'3.25 MI W FROM GOULD.
 EM0462'3.25 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN GOULD,
 EM0462'43 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 14 FEET WEST OF THE CENTER
 EM0462'OF A DIRT ROAD, CEMENTED IN A DRILL HOLE ON THE SOUTH END OF THE WEST
 EM0462'HEADWALL OF A CONCRETE CULVERT.
 EM0462
 EM0462                          STATION RECOVERY (2018)
 EM0462
 EM0462'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EM0462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0267 ***********************************************************************
 GH0267  DESIGNATION -  N 130
 GH0267  PID         -  GH0267
 GH0267  STATE/COUNTY-  OK/KAY
 GH0267  COUNTRY     -  US
 GH0267  USGS QUAD   -  PONCA CITY SE (2018)
 GH0267
 GH0267                         *CURRENT SURVEY CONTROL
 GH0267  ______________________________________________________________________
 GH0267* NAD 83(1986) POSITION- 36 36 00.14   (N) 097 07 21.22   (W)   HD_HELD1
 GH0267* NAVD 88 ORTHO HEIGHT -   283.434 (meters)      929.90  (feet) ADJUSTED
 GH0267  ______________________________________________________________________
 GH0267  GEOID HEIGHT    -        -28.788 (meters)                     GEOID18
 GH0267  DYNAMIC HEIGHT  -        283.189 (meters)      929.10  (feet) COMP
 GH0267  MODELED GRAVITY -    979,759.2   (mgal)                       NAVD 88
 GH0267
 GH0267  VERT ORDER      -  SECOND    CLASS 0
 GH0267
 GH0267.The horizontal coordinates were determined by differentially corrected
 GH0267.hand held GPS observations or other comparable positioning techniques
 GH0267.and have an estimated accuracy of +/- 3 meters.
 GH0267
 GH0267.The orthometric height was determined by differential leveling and
 GH0267.adjusted by the NATIONAL GEODETIC SURVEY
 GH0267.in June 1991.
 GH0267
 GH0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0267.GEOID18 height accuracy estimate available here.
 GH0267
 GH0267.Click photographs - Photos may exist for this station.
 GH0267
 GH0267.The dynamic height is computed by dividing the NAVD 88
 GH0267.geopotential number by the normal gravity value computed on the
 GH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0267.degrees latitude (g = 980.6199 gals.).
 GH0267
 GH0267.The modeled gravity was interpolated from observed gravity values.
 GH0267
 GH0267;                    North         East    Units  Estimated Accuracy
 GH0267;SPC OK N     -   177,887.2     678,506.3     MT  (+/- 3 meters HH1 GPS) 
 GH0267
 GH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6792652145(NAD 83)
 GH0267
 GH0267                          SUPERSEDED SURVEY CONTROL
 GH0267
 GH0267  NGVD 29 (??/??/92)  283.308  (m)          929.49   (f) ADJ UNCH    2 0
 GH0267
 GH0267.Superseded values are not recommended for survey control.
 GH0267
 GH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0267.See file dsdata.pdf to determine how the superseded data were derived.
 GH0267
 GH0267_MARKER: DB = BENCH MARK DISK
 GH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0267_STAMPING: N 130 1934
 GH0267_MARK LOGO: CGS
 GH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0267+STABILITY: SURFACE MOTION
 GH0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0267+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 GH0267
 GH0267  HISTORY     - Date     Condition        Report By
 GH0267  HISTORY     - 1934     MONUMENTED       CGS
 GH0267  HISTORY     - 20060810 GOOD             OKDOT
 GH0267  HISTORY     - 20101209 GOOD             INDIV
 GH0267
 GH0267                          STATION DESCRIPTION
 GH0267
 GH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0267'3.3 MI NE FROM MARLAND.
 GH0267'IN KAY COUNTY, ABOUT 3.3 MILES NORTHEAST ALONG THE ATCHISON,
 GH0267'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MARLAND,
 GH0267'NOBLE COUNTY, ABOUT 240 FEET NORTHEAST OF MILEPOST 297, ABOUT
 GH0267'200 FEET WEST OF THE WEST CORNER OF THE ROY FRENCH FARMHOUSE,
 GH0267'45 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 3.8 FEET SOUTHEAST
 GH0267'OF A POLE, AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 GH0267'STANDARD DISK, STAMPED N 130 1934 AND SET IN THE TOP OF A CONCRETE
 GH0267'POST.
 GH0267
 GH0267                          STATION RECOVERY (2006)
 GH0267
 GH0267'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH0267'RECOVERED IN GOOD CONDITION.
 GH0267
 GH0267                          STATION RECOVERY (2010)
 GH0267
 GH0267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0267'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0235 ***********************************************************************
 GH0235  DESIGNATION -  N 131
 GH0235  PID         -  GH0235
 GH0235  STATE/COUNTY-  OK/KAY
 GH0235  COUNTRY     -  US
 GH0235  USGS QUAD   -  PONCA CITY NW (2018)
 GH0235
 GH0235                         *CURRENT SURVEY CONTROL
 GH0235  ______________________________________________________________________
 GH0235* NAD 83(1986) POSITION- 36 43 58.     (N) 097 14 13.     (W)   SCALED
 GH0235* NAVD 88 ORTHO HEIGHT -   296.881 (meters)      974.02  (feet) ADJUSTED
 GH0235  ______________________________________________________________________
 GH0235  GEOID HEIGHT    -        -28.796 (meters)                     GEOID18
 GH0235  DYNAMIC HEIGHT  -        296.626 (meters)      973.18  (feet) COMP
 GH0235  MODELED GRAVITY -    979,764.7   (mgal)                       NAVD 88
 GH0235
 GH0235  VERT ORDER      -  SECOND    CLASS 0
 GH0235
 GH0235.The horizontal coordinates were scaled from a map and have
 GH0235.an estimated accuracy of +/- 6 seconds.
 GH0235
 GH0235.The orthometric height was determined by differential leveling and
 GH0235.adjusted by the NATIONAL GEODETIC SURVEY
 GH0235.in June 1991.
 GH0235
 GH0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0235.GEOID18 height accuracy estimate available here.
 GH0235
 GH0235.Click photographs - Photos may exist for this station.
 GH0235
 GH0235.The dynamic height is computed by dividing the NAVD 88
 GH0235.geopotential number by the normal gravity value computed on the
 GH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0235.degrees latitude (g = 980.6199 gals.).
 GH0235
 GH0235.The modeled gravity was interpolated from observed gravity values.
 GH0235
 GH0235;                    North         East    Units  Estimated Accuracy
 GH0235;SPC OK N     -   192,530.      668,160.      MT  (+/- 180 meters Scaled)
 GH0235
 GH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF574666(NAD 83)
 GH0235
 GH0235                          SUPERSEDED SURVEY CONTROL
 GH0235
 GH0235  NGVD 29 (??/??/92)  296.762  (m)          973.63   (f) ADJ UNCH    2 0
 GH0235
 GH0235.Superseded values are not recommended for survey control.
 GH0235
 GH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0235.See file dsdata.pdf to determine how the superseded data were derived.
 GH0235
 GH0235_MARKER: DB = BENCH MARK DISK
 GH0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0235_SP_SET: BRIDGE PIER
 GH0235_STAMPING: N 131 1934
 GH0235_MARK LOGO: CGS
 GH0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0235
 GH0235  HISTORY     - Date     Condition        Report By
 GH0235  HISTORY     - 1934     MONUMENTED       CGS
 GH0235  HISTORY     - 1939     GOOD
 GH0235
 GH0235                          STATION DESCRIPTION
 GH0235
 GH0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0235'6.3 MI SE FROM BLACKWELL.
 GH0235'ABOUT 6.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0235'RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 360
 GH0235'FEET NORTH OF MILEPOST 133, AT STEEL BRIDGE 132 D, IN THE TOP
 GH0235'OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE PIER, 11.6 FEET
 GH0235'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 7 FEET LOWER THAN
 GH0235'THE TRACK.  A STANDARD DISK, STAMPED N 131 1934.
 GH0235
 GH0235                          STATION RECOVERY (1939)
 GH0235
 GH0235'RECOVERED 1939
 GH0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0210 ***********************************************************************
 GH0210  DESIGNATION -  N 132
 GH0210  PID         -  GH0210
 GH0210  STATE/COUNTY-  OK/OSAGE
 GH0210  COUNTRY     -  US
 GH0210  USGS QUAD   -  FORAKER SOUTH (2018)
 GH0210
 GH0210                         *CURRENT SURVEY CONTROL
 GH0210  ______________________________________________________________________
 GH0210* NAD 83(1986) POSITION- 36 52 13.     (N) 096 33 51.     (W)   SCALED
 GH0210* NAVD 88 ORTHO HEIGHT -   387.512 (meters)     1271.36  (feet) ADJUSTED
 GH0210  ______________________________________________________________________
 GH0210  GEOID HEIGHT    -        -28.820 (meters)                     GEOID18
 GH0210  DYNAMIC HEIGHT  -        387.187 (meters)     1270.30  (feet) COMP
 GH0210  MODELED GRAVITY -    979,781.0   (mgal)                       NAVD 88
 GH0210
 GH0210  VERT ORDER      -  SECOND    CLASS 0
 GH0210
 GH0210.The horizontal coordinates were scaled from a map and have
 GH0210.an estimated accuracy of +/- 6 seconds.
 GH0210
 GH0210.The orthometric height was determined by differential leveling and
 GH0210.adjusted by the NATIONAL GEODETIC SURVEY
 GH0210.in June 1991.
 GH0210
 GH0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0210.GEOID18 height accuracy estimate available here.
 GH0210
 GH0210.Click photographs - Photos may exist for this station.
 GH0210
 GH0210.The dynamic height is computed by dividing the NAVD 88
 GH0210.geopotential number by the normal gravity value computed on the
 GH0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0210.degrees latitude (g = 980.6199 gals.).
 GH0210
 GH0210.The modeled gravity was interpolated from observed gravity values.
 GH0210
 GH0210;                    North         East    Units  Estimated Accuracy
 GH0210;SPC OK N     -   208,470.      728,020.      MT  (+/- 180 meters Scaled)
 GH0210
 GH0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF171832(NAD 83)
 GH0210
 GH0210                          SUPERSEDED SURVEY CONTROL
 GH0210
 GH0210  NGVD 29 (??/??/92)  387.376  (m)         1270.92   (f) ADJ UNCH    2 0
 GH0210
 GH0210.Superseded values are not recommended for survey control.
 GH0210
 GH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0210.See file dsdata.pdf to determine how the superseded data were derived.
 GH0210
 GH0210_MARKER: DB = BENCH MARK DISK
 GH0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0210_STAMPING: N 132 1934
 GH0210_MARK LOGO: CGS
 GH0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0210+STABILITY: SURFACE MOTION
 GH0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0210+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 GH0210
 GH0210  HISTORY     - Date     Condition        Report By
 GH0210  HISTORY     - 1934     MONUMENTED       CGS
 GH0210  HISTORY     - 20020411 GOOD             OKDOT
 GH0210
 GH0210                          STATION DESCRIPTION
 GH0210
 GH0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0210'AT FORAKER.
 GH0210'AT FORAKER, OSAGE COUNTY, ON THE MIDLAND VALLEY RAILROAD, 66.7
 GH0210'FEET NORTH OF THE NORTHWEST CORNER OF THE STATION, 106 FEET
 GH0210'NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND 3.2 FEET SOUTH OF
 GH0210'A POLE.  A STANDARD DISK, STAMPED N 132 1934 AND SET IN THE
 GH0210'TOP OF A CONCRETE POST.
 GH0210
 GH0210                          STATION RECOVERY (2002)
 GH0210
 GH0210'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 GH0210'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0024 ***********************************************************************
 GH0024  DESIGNATION -  N 133
 GH0024  PID         -  GH0024
 GH0024  STATE/COUNTY-  OK/OSAGE
 GH0024  COUNTRY     -  US
 GH0024  USGS QUAD   -  BARNSDALL (2018)
 GH0024
 GH0024                         *CURRENT SURVEY CONTROL
 GH0024  ______________________________________________________________________
 GH0024* NAD 83(1986) POSITION- 36 30 53.     (N) 096 08 10.     (W)   SCALED
 GH0024* NAVD 88 ORTHO HEIGHT -   217.535 (meters)      713.70  (feet) ADJUSTED
 GH0024  ______________________________________________________________________
 GH0024  GEOID HEIGHT    -        -28.540 (meters)                     GEOID18
 GH0024  DYNAMIC HEIGHT  -        217.354 (meters)      713.10  (feet) COMP
 GH0024  MODELED GRAVITY -    979,796.2   (mgal)                       NAVD 88
 GH0024
 GH0024  VERT ORDER      -  SECOND    CLASS 0
 GH0024
 GH0024.The horizontal coordinates were scaled from a map and have
 GH0024.an estimated accuracy of +/- 6 seconds.
 GH0024
 GH0024.The orthometric height was determined by differential leveling and
 GH0024.adjusted by the NATIONAL GEODETIC SURVEY
 GH0024.in June 1991.
 GH0024
 GH0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0024.GEOID18 height accuracy estimate available here.
 GH0024
 GH0024.Click photographs - Photos may exist for this station.
 GH0024
 GH0024.The dynamic height is computed by dividing the NAVD 88
 GH0024.geopotential number by the normal gravity value computed on the
 GH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0024.degrees latitude (g = 980.6199 gals.).
 GH0024
 GH0024.The modeled gravity was interpolated from observed gravity values.
 GH0024
 GH0024;                    North         East    Units  Estimated Accuracy
 GH0024;SPC OK N     -   169,670.      766,940.      MT  (+/- 180 meters Scaled)
 GH0024
 GH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF564448(NAD 83)
 GH0024
 GH0024                          SUPERSEDED SURVEY CONTROL
 GH0024
 GH0024  NGVD 29 (??/??/92)  217.423  (m)          713.33   (f) ADJ UNCH    2 0
 GH0024
 GH0024.Superseded values are not recommended for survey control.
 GH0024
 GH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0024.See file dsdata.pdf to determine how the superseded data were derived.
 GH0024
 GH0024_MARKER: DB = BENCH MARK DISK
 GH0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0024_STAMPING: N 133 1934
 GH0024_MARK LOGO: CGS
 GH0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0024+STABILITY: SURFACE MOTION
 GH0024
 GH0024  HISTORY     - Date     Condition        Report By
 GH0024  HISTORY     - 1934     MONUMENTED       CGS
 GH0024
 GH0024                          STATION DESCRIPTION
 GH0024
 GH0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0024'4.2 MI SE FROM BARNSDALL.
 GH0024'4.2 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0024'STATION AT BARNSDALL, OSAGE COUNTY, 0.5 MILE NORTH OF THE SIDING
 GH0024'AT NICHOLS, 0.3 MILE NORTH OF MILEPOST 183, AT A DIRT-ROAD
 GH0024'CROSSING, 100 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41.4
 GH0024'FEET EAST OF THE CENTER LINE OF THE TRACK, AT THE SOUTH END
 GH0024'OF A RAILROAD CURVE, AND 8.5 FEET NORTH OF A POLE.  A STANDARD
 GH0024'DISK, STAMPED N 133 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0044 ***********************************************************************
 GH0044  DESIGNATION -  N 134
 GH0044  PID         -  GH0044
 GH0044  STATE/COUNTY-  OK/OSAGE
 GH0044  COUNTRY     -  US
 GH0044  USGS QUAD   -  WOOLAROC (2018)
 GH0044
 GH0044                         *CURRENT SURVEY CONTROL
 GH0044  ______________________________________________________________________
 GH0044* NAD 83(1986) POSITION- 36 43 26.     (N) 096 04 36.     (W)   SCALED
 GH0044* NAVD 88 ORTHO HEIGHT -   222.294 (meters)      729.31  (feet) ADJUSTED
 GH0044  ______________________________________________________________________
 GH0044  GEOID HEIGHT    -        -28.904 (meters)                     GEOID18
 GH0044  DYNAMIC HEIGHT  -        222.112 (meters)      728.71  (feet) COMP
 GH0044  MODELED GRAVITY -    979,806.0   (mgal)                       NAVD 88
 GH0044
 GH0044  VERT ORDER      -  SECOND    CLASS 0
 GH0044
 GH0044.The horizontal coordinates were scaled from a map and have
 GH0044.an estimated accuracy of +/- 6 seconds.
 GH0044
 GH0044.The orthometric height was determined by differential leveling and
 GH0044.adjusted by the NATIONAL GEODETIC SURVEY
 GH0044.in June 1991.
 GH0044
 GH0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0044.GEOID18 height accuracy estimate available here.
 GH0044
 GH0044.Click photographs - Photos may exist for this station.
 GH0044
 GH0044.The dynamic height is computed by dividing the NAVD 88
 GH0044.geopotential number by the normal gravity value computed on the
 GH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0044.degrees latitude (g = 980.6199 gals.).
 GH0044
 GH0044.The modeled gravity was interpolated from observed gravity values.
 GH0044
 GH0044;                    North         East    Units  Estimated Accuracy
 GH0044;SPC OK N     -   192,980.      771,800.      MT  (+/- 180 meters Scaled)
 GH0044
 GH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF610682(NAD 83)
 GH0044
 GH0044                          SUPERSEDED SURVEY CONTROL
 GH0044
 GH0044  NGVD 29 (??/??/92)  222.176  (m)          728.92   (f) ADJ UNCH    2 0
 GH0044
 GH0044.Superseded values are not recommended for survey control.
 GH0044
 GH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0044.See file dsdata.pdf to determine how the superseded data were derived.
 GH0044
 GH0044_MARKER: DB = BENCH MARK DISK
 GH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0044_STAMPING: N 134 1934
 GH0044_MARK LOGO: CGS
 GH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0044+STABILITY: SURFACE MOTION
 GH0044
 GH0044  HISTORY     - Date     Condition        Report By
 GH0044  HISTORY     - 1934     MONUMENTED       CGS
 GH0044  HISTORY     - 1971     GOOD             USGS
 GH0044  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GH0044
 GH0044                          STATION DESCRIPTION
 GH0044
 GH0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0044'3.4 MI NE FROM OKESA.
 GH0044'3.4 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0044'THE STATION AT OKESA, OSAGE COUNTY, 720 FEET SOUTHWEST OF THE
 GH0044'SWITCH STAND TO FITE, 0.4 MILE SOUTHWEST OF MILEPOST 204, 0.4
 GH0044'MILE NORTHEAST OF TRESTLE A 204.8 OVER A CREEK, 90 FEET SOUTHEAST
 GH0044'OF THE CENTERLINE OF THE MAIN TRACK, AND 4.3 FEET NORTHWEST OF
 GH0044'POLE 1305.  A STANDARD DISK, STAMPED N 134 1934 AND SET IN THE
 GH0044'TOP OF A CONCRETE POST.
 GH0044
 GH0044                          STATION RECOVERY (1971)
 GH0044
 GH0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GH0044'RECOVERED IN GOOD CONDITION.
 GH0044
 GH0044                          STATION RECOVERY (1988)
 GH0044
 GH0044'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0044'MARK NOT FOUND.
 GH0044
 GH0044                          STATION RECOVERY (1989)
 GH0044
 GH0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0506 ***********************************************************************
 GG0506  DESIGNATION -  N 135
 GG0506  PID         -  GG0506
 GG0506  STATE/COUNTY-  OK/NOWATA
 GG0506  COUNTRY     -  US
 GG0506  USGS QUAD   -  NOWATA WEST (2019)
 GG0506
 GG0506                         *CURRENT SURVEY CONTROL
 GG0506  ______________________________________________________________________
 GG0506* NAD 83(1986) POSITION- 36 42 49.     (N) 095 39 54.     (W)   SCALED
 GG0506* NAVD 88 ORTHO HEIGHT -   231.687 (meters)      760.13  (feet) ADJUSTED
 GG0506  ______________________________________________________________________
 GG0506  GEOID HEIGHT    -        -29.363 (meters)                     GEOID18
 GG0506  DYNAMIC HEIGHT  -        231.495 (meters)      759.50  (feet) COMP
 GG0506  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GG0506
 GG0506  VERT ORDER      -  SECOND    CLASS 0
 GG0506
 GG0506.The horizontal coordinates were scaled from a map and have
 GG0506.an estimated accuracy of +/- 6 seconds.
 GG0506
 GG0506.The orthometric height was determined by differential leveling and
 GG0506.adjusted by the NATIONAL GEODETIC SURVEY
 GG0506.in June 1991.
 GG0506
 GG0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0506.GEOID18 height accuracy estimate available here.
 GG0506
 GG0506.Click photographs - Photos may exist for this station.
 GG0506
 GG0506.The dynamic height is computed by dividing the NAVD 88
 GG0506.geopotential number by the normal gravity value computed on the
 GG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0506.degrees latitude (g = 980.6199 gals.).
 GG0506
 GG0506.The modeled gravity was interpolated from observed gravity values.
 GG0506
 GG0506;                    North         East    Units  Estimated Accuracy
 GG0506;SPC OK N     -   192,640.      808,600.      MT  (+/- 180 meters Scaled)
 GG0506
 GG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA619664(NAD 83)
 GG0506
 GG0506                          SUPERSEDED SURVEY CONTROL
 GG0506
 GG0506  NGVD 29 (??/??/92)  231.559  (m)          759.71   (f) ADJ UNCH    2 0
 GG0506
 GG0506.Superseded values are not recommended for survey control.
 GG0506
 GG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0506.See file dsdata.pdf to determine how the superseded data were derived.
 GG0506
 GG0506_MARKER: DB = BENCH MARK DISK
 GG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0506_STAMPING: N 135 1934
 GG0506_MARK LOGO: CGS
 GG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0506+STABILITY: SURFACE MOTION
 GG0506
 GG0506  HISTORY     - Date     Condition        Report By
 GG0506  HISTORY     - 1934     MONUMENTED       CGS
 GG0506  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0506
 GG0506                          STATION DESCRIPTION
 GG0506
 GG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0506'2 MI W FROM NOWATA.
 GG0506'2.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE ATCHISON, TOPEKA
 GG0506'AND SANTA FE RAILWAY STATION AT NOWATA, NOWATA COUNTY, 120
 GG0506'FEET NORTHEAST OF POWER-TRANSMISSION LINE POLE 21, 25.6 FEET
 GG0506'EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH DIRT CROSSROAD,
 GG0506'AT THE WEST END OF A CURVE, 40.6 FEET NORTH OF THE CENTERLINE
 GG0506'OF THE HIGHWAY, AND 9.4 FEET EAST OF THE SOUTHWEST CORNER OF
 GG0506'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 135 1934
 GG0506'AND SET IN THE TOP OF A CONCRETE POST.
 GG0506
 GG0506                          STATION RECOVERY (1988)
 GG0506
 GG0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0506'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0091 ***********************************************************************
 GH0091  DESIGNATION -  N 136
 GH0091  PID         -  GH0091
 GH0091  STATE/COUNTY-  OK/OSAGE
 GH0091  COUNTRY     -  US
 GH0091  USGS QUAD   -  HOMINY (2018)
 GH0091
 GH0091                         *CURRENT SURVEY CONTROL
 GH0091  ______________________________________________________________________
 GH0091* NAD 83(1986) POSITION- 36 22 36.     (N) 096 23 21.     (W)   SCALED
 GH0091* NAVD 88 ORTHO HEIGHT -   247.738 (meters)      812.79  (feet) ADJUSTED
 GH0091  ______________________________________________________________________
 GH0091  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 GH0091  DYNAMIC HEIGHT  -        247.528 (meters)      812.10  (feet) COMP
 GH0091  MODELED GRAVITY -    979,778.9   (mgal)                       NAVD 88
 GH0091
 GH0091  VERT ORDER      -  SECOND    CLASS 0
 GH0091
 GH0091.The horizontal coordinates were scaled from a map and have
 GH0091.an estimated accuracy of +/- 6 seconds.
 GH0091
 GH0091.The orthometric height was determined by differential leveling and
 GH0091.adjusted by the NATIONAL GEODETIC SURVEY
 GH0091.in June 1991.
 GH0091
 GH0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0091.GEOID18 height accuracy estimate available here.
 GH0091
 GH0091.Click photographs - Photos may exist for this station.
 GH0091
 GH0091.The dynamic height is computed by dividing the NAVD 88
 GH0091.geopotential number by the normal gravity value computed on the
 GH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0091.degrees latitude (g = 980.6199 gals.).
 GH0091
 GH0091.The modeled gravity was interpolated from observed gravity values.
 GH0091
 GH0091;                    North         East    Units  Estimated Accuracy
 GH0091;SPC OK N     -   153,950.      744,530.      MT  (+/- 180 meters Scaled)
 GH0091
 GH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF342288(NAD 83)
 GH0091
 GH0091                          SUPERSEDED SURVEY CONTROL
 GH0091
 GH0091  NGVD 29 (??/??/92)  247.636  (m)          812.45   (f) ADJ UNCH    2 0
 GH0091
 GH0091.Superseded values are not recommended for survey control.
 GH0091
 GH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0091.See file dsdata.pdf to determine how the superseded data were derived.
 GH0091
 GH0091_MARKER: DB = BENCH MARK DISK
 GH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0091_STAMPING: N 136 1934
 GH0091_MARK LOGO: CGS
 GH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0091+STABILITY: SURFACE MOTION
 GH0091
 GH0091  HISTORY     - Date     Condition        Report By
 GH0091  HISTORY     - 1934     MONUMENTED       CGS
 GH0091  HISTORY     - 1965     MARK NOT FOUND   USGS
 GH0091
 GH0091                          STATION DESCRIPTION
 GH0091
 GH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0091'2.6 MI S FROM HOMINY.
 GH0091'2.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0091'THE STATION AT HOMINY, OSAGE COUNTY, 0.3 MILE NORTHWEST OF
 GH0091'MILEPOST 239, 100 FEET NORTH OF THE NORTHWEST END OF WOODEN
 GH0091'TRESTLE A 238.7, 57 FEET NORTH OF THE CENTER OF A DIRT-ROAD
 GH0091'CROSSING, 48 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 GH0091'AND 3 FEET WEST OF THE EAST CORNER OF THE RIGHT-OF-WAY FENCE.
 GH0091'A STANDARD DISK, STAMPED N 136 1934 AND SET IN THE TOP OF A
 GH0091'CONCRETE POST.
 GH0091
 GH0091                          STATION RECOVERY (1965)
 GH0091
 GH0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0437 ***********************************************************************
 GG0437  DESIGNATION -  N 137
 GG0437  PID         -  GG0437
 GG0437  STATE/COUNTY-  OK/TULSA
 GG0437  COUNTRY     -  US
 GG0437  USGS QUAD   -  JENKS (2019)
 GG0437
 GG0437                         *CURRENT SURVEY CONTROL
 GG0437  ______________________________________________________________________
 GG0437* NAD 83(2011) POSITION- 36 06 20.00315(N) 095 53 44.53848(W)   ADJUSTED
 GG0437* NAD 83(2011) ELLIP HT-   184.903 (meters)        (12/04/23)   ADJUSTED
 GG0437* NAD 83(2011) EPOCH   -  2010.00
 GG0437* NAVD 88 ORTHO HEIGHT -   213.924 (meters)      701.85  (feet) ADJUSTED
 GG0437  ______________________________________________________________________
 GG0437  GEOID HEIGHT    -        -29.016 (meters)                     GEOID18
 GG0437  NAD 83(2011) X  -   -529,948.219 (meters)                     COMP
 GG0437  NAD 83(2011) Y  - -5,131,965.206 (meters)                     COMP
 GG0437  NAD 83(2011) Z  -  3,737,769.931 (meters)                     COMP
 GG0437  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 GG0437  DYNAMIC HEIGHT  -        213.736 (meters)      701.23  (feet) COMP
 GG0437  MODELED GRAVITY -    979,747.7   (mgal)                       NAVD 88
 GG0437
 GG0437  VERT ORDER      -  SECOND    CLASS 0
 GG0437
 GG0437  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0437  Standards:
 GG0437         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0437            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0437  -------------------------------------------------------------------
 GG0437  NETWORK    1.43   2.14           0.63   0.53   1.09      0.03213079
 GG0437  -------------------------------------------------------------------
 GG0437  Click here for local accuracies and other accuracy information.
 GG0437
 GG0437.The horizontal coordinates were established by GPS observations
 GG0437.and adjusted by the OK DEPT OF TRANSP in December 2023.
 GG0437
 GG0437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0437.been affixed to the stable North American tectonic plate. See 
 GG0437.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0437
 GG0437.The horizontal coordinates are valid at the epoch date displayed above
 GG0437.which is a decimal equivalence of Year/Month/Day.
 GG0437
 GG0437.The orthometric height was determined by differential leveling and
 GG0437.adjusted by the NATIONAL GEODETIC SURVEY
 GG0437.in June 1991.
 GG0437
 GG0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0437.GEOID18 height accuracy estimate available here.
 GG0437
 GG0437.Click photographs - Photos may exist for this station.
 GG0437
 GG0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0437
 GG0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0437
 GG0437.The ellipsoidal height was determined by GPS observations
 GG0437.and is referenced to NAD 83.
 GG0437
 GG0437.The dynamic height is computed by dividing the NAVD 88
 GG0437.geopotential number by the normal gravity value computed on the
 GG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0437.degrees latitude (g = 980.6199 gals.).
 GG0437
 GG0437.The modeled gravity was interpolated from observed gravity values.
 GG0437
 GG0437. The following values were computed from the NAD 83(2011) position.
 GG0437
 GG0437;                    North         East     Units Scale Factor Converg.
 GG0437;SPC OK N     -   124,717.705   789,452.752   MT  0.99994599   +1 14 30.6
 GG0437;SPC OK N     -   409,178.00  2,590,062.90   sFT  0.99994599   +1 14 30.6
 GG0437;UTM  15      - 3,999,539.813   239,331.031   MT  1.00043731   -1 42 26.4
 GG0437
 GG0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0437!SPC OK N     -   0.99997098  x   0.99994599  =   0.99991697
 GG0437!UTM  15      -   0.99997098  x   1.00043731  =   1.00040828
 GG0437
 GG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3933199539(NAD 83)
 GG0437
 GG0437                          SUPERSEDED SURVEY CONTROL
 GG0437
 GG0437  NGVD 29 (??/??/92)  213.803  (m)          701.45   (f) ADJ UNCH    2 0
 GG0437
 GG0437.Superseded values are not recommended for survey control.
 GG0437
 GG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0437.See file dsdata.pdf to determine how the superseded data were derived.
 GG0437
 GG0437_MARKER: DB = BENCH MARK DISK
 GG0437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0437_SP_SET: BRIDGE ABUTMENT
 GG0437_STAMPING: N 137 1934
 GG0437_MARK LOGO: CGS
 GG0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0437+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2023
 GG0437
 GG0437  HISTORY     - Date     Condition        Report By
 GG0437  HISTORY     - 1934     MONUMENTED       CGS
 GG0437  HISTORY     - 1987     GOOD             USPSQD
 GG0437  HISTORY     - 19940401 GOOD             NGS
 GG0437  HISTORY     - 20081105 GOOD             AIRDAT
 GG0437  HISTORY     - 20100402 GOOD             AIRDAT
 GG0437  HISTORY     - 20231113 GOOD             OKDOT
 GG0437
 GG0437                          STATION DESCRIPTION
 GG0437
 GG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0437'1.9 MI NW FROM ALSUMA.
 GG0437'ABOUT .4 MILE WEST OF MILEPOST 285, 100 FEET NORTHEAST OF
 GG0437'TELEPHONE POLE 232, 9.8 FEET SOUTH OF CENTERLINE OF MISSOURI,
 GG0437'KANS, TEXAS RY., 4.5 FEET BELOW LEVEL OF RAILROAD TRACK, BRONZE
 GG0437'TABLET SET HORIZONTALLY ON TOP OF EAST CONCRETE ABUTMENT TO CONCRETE
 GG0437'RAILROAD BRIDGE Z284.6 OVER SMALL LAKE FORMED BY DAM AT
 GG0437'NORTHEAST END.
 GG0437
 GG0437                          STATION RECOVERY (1987)
 GG0437
 GG0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0437'RECOVERED IN GOOD CONDITION.
 GG0437
 GG0437                          STATION RECOVERY (1994)
 GG0437
 GG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0437'0.8 KM (0.50 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 GG0437'THE JUNCTION OF INTERSTATE HIGHWAY 44 IN TULSA, IN TOP OF AND 0.5 M
 GG0437'(1.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A
 GG0437'RAILROAD BRIDGE SPANNING A SMALL CREEK, 0.4 KM (0.25 MI) NORTHWEST OF
 GG0437'THE INTERSECTION OF THE RAILROAD AND 41ST STREET, 2.0 M (6.6 FT)
 GG0437'SOUTH OF THE NEAR RAIL, AND 1.1 M (3.6 FT) BELOW THE LEVEL OF THE
 GG0437'TRACKS.
 GG0437
 GG0437                          STATION RECOVERY (2008)
 GG0437
 GG0437'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0437'RECOVERED IN GOOD CONDITION.
 GG0437
 GG0437                          STATION RECOVERY (2010)
 GG0437
 GG0437'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0437'RECOVERED IN GOOD CONDITION.
 GG0437
 GG0437                          STATION RECOVERY (2023)
 GG0437
 GG0437'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0437'DUE TO LOCATION AND PROXIMITY TO THE TRAIN TRACKS MARK IS NOT SUITABLE
 GG0437'FOR STATIC GPS.  THIS MARK WAS PART OF A GPS VECTOR PROJECT USING
 GG0437'OKDOT RTN ON 13 NOV. 2023.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0024 ***********************************************************************
 FJ0024  DESIGNATION -  N 138
 FJ0024  PID         -  FJ0024
 FJ0024  STATE/COUNTY-  OK/CREEK
 FJ0024  COUNTRY     -  US
 FJ0024  USGS QUAD   -  SLICK (2018)
 FJ0024
 FJ0024                         *CURRENT SURVEY CONTROL
 FJ0024  ______________________________________________________________________
 FJ0024* NAD 83(1986) POSITION- 35 51 18.35   (N) 096 22 10.32   (W)   HD_HELD1
 FJ0024* NAVD 88 ORTHO HEIGHT -   259.164 (meters)      850.27  (feet) ADJUSTED
 FJ0024  ______________________________________________________________________
 FJ0024  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 FJ0024  DYNAMIC HEIGHT  -        258.931 (meters)      849.51  (feet) COMP
 FJ0024  MODELED GRAVITY -    979,725.8   (mgal)                       NAVD 88
 FJ0024
 FJ0024  VERT ORDER      -  SECOND    CLASS 0
 FJ0024
 FJ0024.The horizontal coordinates were determined by differentially corrected
 FJ0024.hand held GPS observations or other comparable positioning techniques
 FJ0024.and have an estimated accuracy of +/- 3 meters.
 FJ0024
 FJ0024.The orthometric height was determined by differential leveling and
 FJ0024.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0024.in June 1991.
 FJ0024
 FJ0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0024.GEOID18 height accuracy estimate available here.
 FJ0024
 FJ0024.Click photographs - Photos may exist for this station.
 FJ0024
 FJ0024.The dynamic height is computed by dividing the NAVD 88
 FJ0024.geopotential number by the normal gravity value computed on the
 FJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0024.degrees latitude (g = 980.6199 gals.).
 FJ0024
 FJ0024.The modeled gravity was interpolated from observed gravity values.
 FJ0024
 FJ0024;                    North         East    Units  Estimated Accuracy
 FJ0024;SPC OK N     -    96,111.8     747,264.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0024
 FJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3753771071(NAD 83)
 FJ0024
 FJ0024                          SUPERSEDED SURVEY CONTROL
 FJ0024
 FJ0024  NGVD 29 (??/??/92)  259.050  (m)          849.90   (f) ADJ UNCH    2 0
 FJ0024
 FJ0024.Superseded values are not recommended for survey control.
 FJ0024
 FJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0024.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0024
 FJ0024_MARKER: DB = BENCH MARK DISK
 FJ0024_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0024_STAMPING: N 138 1934
 FJ0024_MARK LOGO: CGS
 FJ0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0024+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 FJ0024
 FJ0024  HISTORY     - Date     Condition        Report By
 FJ0024  HISTORY     - 1934     MONUMENTED       CGS
 FJ0024  HISTORY     - 20220616 SEE DESCRIPTION  OKDOT
 FJ0024
 FJ0024                          STATION DESCRIPTION
 FJ0024
 FJ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0024'2 MI NE FROM BRISTOW.
 FJ0024'2.0 MILES NORTHEAST OF, 125 FEET WEST OF M.P. 457, 85 FEET NORTH
 FJ0024'OF YARD LIMIT SIGN BOARD, 48 FEET NORTHWEST OF CENTERLINE OF
 FJ0024'ST. LOUIS AND SAN FRANCISCO RY., 35 FEET SOUTHWEST OF CENTERLINE
 FJ0024'NORTH-SOUTH DIRT ROAD CROSSING, 4.7 FEET SOUTH OF NORTH CORNER
 FJ0024'OF RIGHT-OF-WAY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0024
 FJ0024                          STATION RECOVERY (2022)
 FJ0024
 FJ0024'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0024'THE MARK IS LEANING TO THE NORTHWEST.  AREA AROUND MARK IS COVERED
 FJ0024'WITH TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0509 ***********************************************************************
 FH0509  DESIGNATION -  N 139
 FH0509  PID         -  FH0509
 FH0509  STATE/COUNTY-  OK/WAGONER
 FH0509  COUNTRY     -  US
 FH0509  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0509
 FH0509                         *CURRENT SURVEY CONTROL
 FH0509  ______________________________________________________________________
 FH0509* NAD 83(1986) POSITION- 35 50 22.     (N) 095 26 14.     (W)   SCALED
 FH0509* NAVD 88 ORTHO HEIGHT -   188.119 (meters)      617.19  (feet) ADJUSTED
 FH0509  ______________________________________________________________________
 FH0509  GEOID HEIGHT    -        -29.397 (meters)                     GEOID18
 FH0509  DYNAMIC HEIGHT  -        187.952 (meters)      616.64  (feet) COMP
 FH0509  MODELED GRAVITY -    979,739.4   (mgal)                       NAVD 88
 FH0509
 FH0509  VERT ORDER      -  SECOND    CLASS 0
 FH0509
 FH0509.The horizontal coordinates were scaled from a map and have
 FH0509.an estimated accuracy of +/- 6 seconds.
 FH0509
 FH0509.The orthometric height was determined by differential leveling and
 FH0509.adjusted by the NATIONAL GEODETIC SURVEY
 FH0509.in June 1991.
 FH0509
 FH0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0509.GEOID18 height accuracy estimate available here.
 FH0509
 FH0509.Click photographs - Photos may exist for this station.
 FH0509
 FH0509.The dynamic height is computed by dividing the NAVD 88
 FH0509.geopotential number by the normal gravity value computed on the
 FH0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0509.degrees latitude (g = 980.6199 gals.).
 FH0509
 FH0509.The modeled gravity was interpolated from observed gravity values.
 FH0509
 FH0509;                    North         East    Units  Estimated Accuracy
 FH0509;SPC OK N     -    96,190.      831,500.      MT  (+/- 180 meters Scaled)
 FH0509
 FH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV798688(NAD 83)
 FH0509
 FH0509                          SUPERSEDED SURVEY CONTROL
 FH0509
 FH0509  NGVD 29 (??/??/92)  188.005  (m)          616.81   (f) ADJ UNCH    2 0
 FH0509
 FH0509.Superseded values are not recommended for survey control.
 FH0509
 FH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0509.See file dsdata.pdf to determine how the superseded data were derived.
 FH0509
 FH0509_MARKER: DB = BENCH MARK DISK
 FH0509_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0509_STAMPING: N 139 1934
 FH0509_MARK LOGO: CGS
 FH0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0509
 FH0509  HISTORY     - Date     Condition        Report By
 FH0509  HISTORY     - 1934     MONUMENTED       CGS
 FH0509  HISTORY     - 1960     GOOD             CGS
 FH0509
 FH0509                          STATION DESCRIPTION
 FH0509
 FH0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0509'AT TULLAHASSEE.
 FH0509'IN THE TOWN OF, AT M.K.T. RY. STATION ABOUT 550 FEET WEST OF
 FH0509'M.P. 318, 60 FEET NORTH OF NORTHWEST CORNER OF MISSOURI, KANSAS,
 FH0509'TEXAS RY. STATION, 43.6 FEET NORTH OF CENTERLINE OF MAIN LINE
 FH0509'TRACK OF M.K.T. RY., 7.3 FEET WEST OF THIRD TELEGRAPH POLE WEST
 FH0509'OF M.P. 318.  TABLET SET IN PRECAST CONCRETE POST.
 FH0509
 FH0509                          STATION RECOVERY (1960)
 FH0509
 FH0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB3361 ***********************************************************************
 AB3361  DESIGNATION -  N 14 RESET
 AB3361  PID         -  AB3361
 AB3361  STATE/COUNTY-  OK/TEXAS
 AB3361  COUNTRY     -  US
 AB3361  USGS QUAD   -  GOODWELL SE (2018)
 AB3361
 AB3361                         *CURRENT SURVEY CONTROL
 AB3361  ______________________________________________________________________
 AB3361* NAD 83(1986) POSITION- 36 37 20.     (N) 101 34 40.     (W)   SCALED
 AB3361* NAVD 88 ORTHO HEIGHT -   985.67  (meters)     3233.8   (feet) RESET
 AB3361  ______________________________________________________________________
 AB3361  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 AB3361  VERT ORDER      -  THIRD
 AB3361
 AB3361.The horizontal coordinates were scaled from a map and have
 AB3361.an estimated accuracy of +/- 6 seconds.
 AB3361
 AB3361.The orthometric height was computed from unverified reset data.
 AB3361
 AB3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3361.GEOID18 height accuracy estimate available here.
 AB3361
 AB3361.Click photographs - Photos may exist for this station.
 AB3361
 AB3361;                    North         East    Units  Estimated Accuracy
 AB3361;SPC OK N     -   185,890.      280,050.      MT  (+/- 180 meters Scaled)
 AB3361
 AB3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF694560(NAD 83)
 AB3361
 AB3361                          SUPERSEDED SURVEY CONTROL
 AB3361
 AB3361.No superseded survey control is available for this station.
 AB3361
 AB3361_MARKER: DB = BENCH MARK DISK
 AB3361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3361_SP_SET: CULVERT HEADWALL
 AB3361_STAMPING: N 14 RESET 1962
 AB3361_MARK LOGO: CGS
 AB3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3361+STABILITY: SURFACE MOTION
 AB3361
 AB3361  HISTORY     - Date     Condition        Report By
 AB3361  HISTORY     - 1962     MONUMENTED       OKDH
 AB3361
 AB3361                          STATION DESCRIPTION
 AB3361
 AB3361'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1962
 AB3361'3.7 MILES (6.0 KM) NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 AB3361'PACIFIC RAILWAY FROM THE STATION IN GOODWELL, ABOUT 16 1/2 POLES
 AB3361'SOUTHWEST OF MILEPOST 480, ABOUT 150 FEET (45.7 M) SOUTHEAST OF THE
 AB3361'CENTERLINE OF THE TRACK, AT A 20-FOOT CONCRETE CULVERT UNDER A HIGHWAY
 AB3361'AND IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0614 ***********************************************************************
 FH0614  DESIGNATION -  N 140
 FH0614  PID         -  FH0614
 FH0614  STATE/COUNTY-  OK/HASKELL
 FH0614  COUNTRY     -  US
 FH0614  USGS QUAD   -  STIGLER EAST (2018)
 FH0614
 FH0614                         *CURRENT SURVEY CONTROL
 FH0614  ______________________________________________________________________
 FH0614* NAD 83(1986) POSITION- 35 15 11.     (N) 095 03 41.     (W)   SCALED
 FH0614* NAVD 88 ORTHO HEIGHT -   198.592 (meters)      651.55  (feet) ADJUSTED
 FH0614  ______________________________________________________________________
 FH0614  GEOID HEIGHT    -        -30.662 (meters)                     GEOID18
 FH0614  DYNAMIC HEIGHT  -        198.400 (meters)      650.92  (feet) COMP
 FH0614  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 FH0614
 FH0614  VERT ORDER      -  SECOND    CLASS 0
 FH0614
 FH0614.The horizontal coordinates were scaled from a map and have
 FH0614.an estimated accuracy of +/- 6 seconds.
 FH0614
 FH0614.The orthometric height was determined by differential leveling and
 FH0614.adjusted by the NATIONAL GEODETIC SURVEY
 FH0614.in June 1991.
 FH0614
 FH0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0614.GEOID18 height accuracy estimate available here.
 FH0614
 FH0614.Click photographs - Photos may exist for this station.
 FH0614
 FH0614.The dynamic height is computed by dividing the NAVD 88
 FH0614.geopotential number by the normal gravity value computed on the
 FH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0614.degrees latitude (g = 980.6199 gals.).
 FH0614
 FH0614.The modeled gravity was interpolated from observed gravity values.
 FH0614
 FH0614;                    North         East    Units  Estimated Accuracy
 FH0614;SPC OK S     -   216,840.      867,400.      MT  (+/- 180 meters Scaled)
 FH0614
 FH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV124030(NAD 83)
 FH0614
 FH0614                          SUPERSEDED SURVEY CONTROL
 FH0614
 FH0614  NGVD 29 (??/??/92)  198.480  (m)          651.18   (f) ADJ UNCH    2 0
 FH0614
 FH0614.Superseded values are not recommended for survey control.
 FH0614
 FH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0614.See file dsdata.pdf to determine how the superseded data were derived.
 FH0614
 FH0614_MARKER: DB = BENCH MARK DISK
 FH0614_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0614_STAMPING: N 140 1934
 FH0614_MARK LOGO: CGS
 FH0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0614
 FH0614  HISTORY     - Date     Condition        Report By
 FH0614  HISTORY     - 1934     MONUMENTED       CGS
 FH0614  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0614
 FH0614                          STATION DESCRIPTION
 FH0614
 FH0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0614'4 MI E FROM STIGLER.
 FH0614'4.0 MILES EAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0614'AT STIGLER, HASKELL COUNTY, ABOUT 1600 FEET WEST OF MILEPOST 51,
 FH0614'33 FEET EAST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING,
 FH0614'48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 15.8 FEET NORTHWEST
 FH0614'OF TELEPHONE POLE 7982, AND 3.8 FEET SOUTHEAST OF THE NORTHWEST
 FH0614'CORNER OF THE RIGHT-OF-WAY FENCE.  NOTE-- IT IS SLIGHTLY POSSIBLE
 FH0614'THAT THIS MARK IS UNDER THE SURFACE OF THE GROUND BUT CONSIDERABLE
 FH0614'PRODDING WAS DONE AND MARK COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0294 ***********************************************************************
 FJ0294  DESIGNATION -  N 144
 FJ0294  PID         -  FJ0294
 FJ0294  STATE/COUNTY-  OK/LOGAN
 FJ0294  COUNTRY     -  US
 FJ0294  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0294
 FJ0294                         *CURRENT SURVEY CONTROL
 FJ0294  ______________________________________________________________________
 FJ0294* NAD 83(1986) POSITION- 35 54 29.     (N) 097 25 36.     (W)   SCALED
 FJ0294* NAVD 88 ORTHO HEIGHT -   280.836 (meters)      921.38  (feet) ADJUSTED
 FJ0294  ______________________________________________________________________
 FJ0294  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 FJ0294  DYNAMIC HEIGHT  -        280.579 (meters)      920.53  (feet) COMP
 FJ0294  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 FJ0294
 FJ0294  VERT ORDER      -  SECOND    CLASS 0
 FJ0294
 FJ0294.The horizontal coordinates were scaled from a map and have
 FJ0294.an estimated accuracy of +/- 6 seconds.
 FJ0294
 FJ0294.The orthometric height was determined by differential leveling and
 FJ0294.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0294.in June 1991.
 FJ0294
 FJ0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0294.GEOID18 height accuracy estimate available here.
 FJ0294
 FJ0294.Click photographs - Photos may exist for this station.
 FJ0294
 FJ0294.The dynamic height is computed by dividing the NAVD 88
 FJ0294.geopotential number by the normal gravity value computed on the
 FJ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0294.degrees latitude (g = 980.6199 gals.).
 FJ0294
 FJ0294.The modeled gravity was interpolated from observed gravity values.
 FJ0294
 FJ0294;                    North         East    Units  Estimated Accuracy
 FJ0294;SPC OK N     -   100,900.      651,750.      MT  (+/- 180 meters Scaled)
 FJ0294
 FJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE419748(NAD 83)
 FJ0294
 FJ0294                          SUPERSEDED SURVEY CONTROL
 FJ0294
 FJ0294  NGVD 29 (??/??/92)  280.710  (m)          920.96   (f) ADJ UNCH    2 0
 FJ0294
 FJ0294.Superseded values are not recommended for survey control.
 FJ0294
 FJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0294.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0294
 FJ0294_MARKER: DB = BENCH MARK DISK
 FJ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0294_STAMPING: N 144 1934
 FJ0294_MARK LOGO: CGS
 FJ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0294+STABILITY: SURFACE MOTION
 FJ0294
 FJ0294  HISTORY     - Date     Condition        Report By
 FJ0294  HISTORY     - 1934     MONUMENTED       CGS
 FJ0294  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0294
 FJ0294                          STATION DESCRIPTION
 FJ0294
 FJ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0294'2.2 MI N FROM GUTHRIE.
 FJ0294'2.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0294'FROM THE STATION AT GUTHRIE, AT EASTERN OKLAHOMA JUNCTION,
 FJ0294'115 FEET SOUTHWEST OF THE JUNCTION MARKER, 110 FEET WEST OF A
 FJ0294'SIGNAL STAND, 96.7 FEET WEST OF THE CENTERLINE OF THE TRACK, 7.1
 FJ0294'FEET WEST OF THE CENTERLINE OF A FARM ROAD, AND 1.3 FEET EAST
 FJ0294'OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 FJ0294'N 144 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0294
 FJ0294                          STATION RECOVERY (1968)
 FJ0294
 FJ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0304 ***********************************************************************
 FJ0304  DESIGNATION -  N 145
 FJ0304  PID         -  FJ0304
 FJ0304  STATE/COUNTY-  OK/LOGAN
 FJ0304  COUNTRY     -  US
 FJ0304  USGS QUAD   -  LANGSTON (2018)
 FJ0304
 FJ0304                         *CURRENT SURVEY CONTROL
 FJ0304  ______________________________________________________________________
 FJ0304* NAD 83(1986) POSITION- 35 59 33.     (N) 097 18 14.     (W)   SCALED
 FJ0304* NAVD 88 ORTHO HEIGHT -   278.031 (meters)      912.17  (feet) ADJUSTED
 FJ0304  ______________________________________________________________________
 FJ0304  GEOID HEIGHT    -        -27.968 (meters)                     GEOID18
 FJ0304  DYNAMIC HEIGHT  -        277.779 (meters)      911.35  (feet) COMP
 FJ0304  MODELED GRAVITY -    979,718.9   (mgal)                       NAVD 88
 FJ0304
 FJ0304  VERT ORDER      -  SECOND    CLASS 0
 FJ0304
 FJ0304.The horizontal coordinates were scaled from a map and have
 FJ0304.an estimated accuracy of +/- 6 seconds.
 FJ0304
 FJ0304.The orthometric height was determined by differential leveling and
 FJ0304.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0304.in June 1991.
 FJ0304
 FJ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0304.GEOID18 height accuracy estimate available here.
 FJ0304
 FJ0304.Click photographs - Photos may exist for this station.
 FJ0304
 FJ0304.The dynamic height is computed by dividing the NAVD 88
 FJ0304.geopotential number by the normal gravity value computed on the
 FJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0304.degrees latitude (g = 980.6199 gals.).
 FJ0304
 FJ0304.The modeled gravity was interpolated from observed gravity values.
 FJ0304
 FJ0304;                    North         East    Units  Estimated Accuracy
 FJ0304;SPC OK N     -   110,350.      662,770.      MT  (+/- 180 meters Scaled)
 FJ0304
 FJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE528844(NAD 83)
 FJ0304
 FJ0304                          SUPERSEDED SURVEY CONTROL
 FJ0304
 FJ0304  NGVD 29 (??/??/92)  277.910  (m)          911.78   (f) ADJ UNCH    2 0
 FJ0304
 FJ0304.Superseded values are not recommended for survey control.
 FJ0304
 FJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0304.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0304
 FJ0304_MARKER: DB = BENCH MARK DISK
 FJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0304_STAMPING: N 145 1934
 FJ0304_MARK LOGO: CGS
 FJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0304+STABILITY: SURFACE MOTION
 FJ0304
 FJ0304  HISTORY     - Date     Condition        Report By
 FJ0304  HISTORY     - 1934     MONUMENTED       CGS
 FJ0304  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0304
 FJ0304                          STATION DESCRIPTION
 FJ0304
 FJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0304'4.9 MI W FROM COYLE.
 FJ0304'4.9 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0304'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE, LOGAN
 FJ0304'COUNTY, AT THE SIDING AT PLEASANT VALLEY, 0.2 MILE WEST OF A
 FJ0304'SMALL STATION, ABOUT 150 FEET EAST OF THE NORTHEAST CORNER OF
 FJ0304'A SECTIONHOUSE, 26 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED,
 FJ0304'AND 4.8 FEET NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED
 FJ0304'N 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0304
 FJ0304                          STATION RECOVERY (1968)
 FJ0304
 FJ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0388 ***********************************************************************
 FJ0388  DESIGNATION -  N 147
 FJ0388  PID         -  FJ0388
 FJ0388  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0388  COUNTRY     -  US
 FJ0388  USGS QUAD   -  HARRAH (2018)
 FJ0388
 FJ0388                         *CURRENT SURVEY CONTROL
 FJ0388  ______________________________________________________________________
 FJ0388* NAD 83(1986) POSITION- 35 24 31.     (N) 097 07 30.     (W)   SCALED
 FJ0388* NAVD 88 ORTHO HEIGHT -   328.210 (meters)     1076.80  (feet) ADJUSTED
 FJ0388  ______________________________________________________________________
 FJ0388  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FJ0388  DYNAMIC HEIGHT  -        327.898 (meters)     1075.78  (feet) COMP
 FJ0388  MODELED GRAVITY -    979,674.2   (mgal)                       NAVD 88
 FJ0388
 FJ0388  VERT ORDER      -  SECOND    CLASS 0
 FJ0388
 FJ0388.The horizontal coordinates were scaled from a map and have
 FJ0388.an estimated accuracy of +/- 6 seconds.
 FJ0388
 FJ0388.The orthometric height was determined by differential leveling and
 FJ0388.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0388.in August 1994.
 FJ0388
 FJ0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0388.GEOID18 height accuracy estimate available here.
 FJ0388
 FJ0388.Click photographs - Photos may exist for this station.
 FJ0388
 FJ0388.The dynamic height is computed by dividing the NAVD 88
 FJ0388.geopotential number by the normal gravity value computed on the
 FJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0388.degrees latitude (g = 980.6199 gals.).
 FJ0388
 FJ0388.The modeled gravity was interpolated from observed gravity values.
 FJ0388
 FJ0388;                    North         East    Units  Estimated Accuracy
 FJ0388;SPC OK S     -   230,550.      679,480.      MT  (+/- 180 meters Scaled)
 FJ0388
 FJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE702199(NAD 83)
 FJ0388
 FJ0388                          SUPERSEDED SURVEY CONTROL
 FJ0388
 FJ0388  NAVD 88 (06/15/91)  328.240  (m)         1076.90   (f) SUPERSEDED  2 0
 FJ0388  NGVD 29 (??/??/92)  328.132  (m)         1076.55   (f) ADJ UNCH    2 0
 FJ0388
 FJ0388.Superseded values are not recommended for survey control.
 FJ0388
 FJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0388.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0388
 FJ0388_MARKER: DB = BENCH MARK DISK
 FJ0388_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0388_STAMPING: N 147 1934
 FJ0388_MARK LOGO: CGS
 FJ0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0388
 FJ0388  HISTORY     - Date     Condition        Report By
 FJ0388  HISTORY     - 1934     MONUMENTED       CGS
 FJ0388
 FJ0388                          STATION DESCRIPTION
 FJ0388
 FJ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0388'2.4 MI NE FROM NEWALLA.
 FJ0388'IN POTTAWATOMIE COUNTY, 2.4 MILES NORTHEAST ALONG THE OKLAHOMA
 FJ0388'CITY-ADA-ATOKA RAILWAY FROM THE STATION AT NEWALLA, OKLAHOMA COUNTY,
 FJ0388'0.2 MILE EAST OF MILEPOST 23, 160 FEET WEST OF A ROAD CROSSING,
 FJ0388'145 FEET WEST OF A FENCE CORNER, 99.2 FEET EAST OF A TELEPHONE
 FJ0388'BOX ON A CONCRETE POST, 48.4 FEET SOUTH OF THE CENTERLINE OF
 FJ0388'THE TRACK, AND 1.2 FEET NORTH OF A FENCE PARALLELING THE TRACK.
 FJ0388'A STANDARD DISK, STAMPED N 147 1934 AND SET IN THE TOP OF A
 FJ0388'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0165 ***********************************************************************
 FJ0165  DESIGNATION -  N 148
 FJ0165  PID         -  FJ0165
 FJ0165  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0165  COUNTRY     -  US
 FJ0165  USGS QUAD   -  MAUD (2018)
 FJ0165
 FJ0165                         *CURRENT SURVEY CONTROL
 FJ0165  ______________________________________________________________________
 FJ0165* NAD 83(1986) POSITION- 35 07 50.     (N) 096 46 42.     (W)   SCALED
 FJ0165* NAVD 88 ORTHO HEIGHT -   294.445 (meters)      966.03  (feet) ADJUSTED
 FJ0165  ______________________________________________________________________
 FJ0165  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 FJ0165  DYNAMIC HEIGHT  -        294.164 (meters)      965.10  (feet) COMP
 FJ0165  MODELED GRAVITY -    979,671.4   (mgal)                       NAVD 88
 FJ0165
 FJ0165  VERT ORDER      -  SECOND    CLASS 0
 FJ0165
 FJ0165.The horizontal coordinates were scaled from a map and have
 FJ0165.an estimated accuracy of +/- 6 seconds.
 FJ0165
 FJ0165.The orthometric height was determined by differential leveling and
 FJ0165.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0165.in June 1991.
 FJ0165
 FJ0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0165.GEOID18 height accuracy estimate available here.
 FJ0165
 FJ0165.Click photographs - Photos may exist for this station.
 FJ0165
 FJ0165.The dynamic height is computed by dividing the NAVD 88
 FJ0165.geopotential number by the normal gravity value computed on the
 FJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0165.degrees latitude (g = 980.6199 gals.).
 FJ0165
 FJ0165.The modeled gravity was interpolated from observed gravity values.
 FJ0165
 FJ0165;                    North         East    Units  Estimated Accuracy
 FJ0165;SPC OK S     -   200,030.      711,340.      MT  (+/- 180 meters Scaled)
 FJ0165
 FJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD024897(NAD 83)
 FJ0165
 FJ0165                          SUPERSEDED SURVEY CONTROL
 FJ0165
 FJ0165  NGVD 29 (??/??/92)  294.358  (m)          965.74   (f) ADJ UNCH    2 0
 FJ0165
 FJ0165.Superseded values are not recommended for survey control.
 FJ0165
 FJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0165.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0165
 FJ0165_MARKER: DB = BENCH MARK DISK
 FJ0165_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0165+WITH SETTING: PAVEMENT
 FJ0165_SP_SET: WATER TANK BASE
 FJ0165_STAMPING: N 148 1934
 FJ0165_MARK LOGO: CGS
 FJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0165+STABILITY: SURFACE MOTION
 FJ0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0165+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 FJ0165
 FJ0165  HISTORY     - Date     Condition        Report By
 FJ0165  HISTORY     - 1934     MONUMENTED       CGS
 FJ0165  HISTORY     - 1983     GOOD             LOCSUR
 FJ0165  HISTORY     - 20170615 GOOD             OKDOT
 FJ0165
 FJ0165                          STATION DESCRIPTION
 FJ0165
 FJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0165'IN MAUD.
 FJ0165'IN THE TOWN OF MAUD TABLET SET HORIZONTALLY IN NORTHEAST CONCRETE
 FJ0165'BASE OF CITY WATER TOWER, 27.8 FEET NORTH OF NORTHEAST CORNER
 FJ0165'OF CITY WATER PLANT OFFICE, 22.1 FEET WEST OF WEST SIDE OF MEDICINE
 FJ0165'STREET, 1 FOOT ABOVE THE GROUND.
 FJ0165
 FJ0165                          STATION RECOVERY (1983)
 FJ0165
 FJ0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FJ0165'MARK IS IN NORTHEAST LEG OF MAUD MUNICIPAL WATER TOWER CONCRETE
 FJ0165'FOOTING. NO MARKER POST REQUIRED.
 FJ0165
 FJ0165                          STATION RECOVERY (2017)
 FJ0165
 FJ0165'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 FJ0165'THIS MARK IS NOT STABLE ENOUGH FOR GPS OBSERVATION DUE TO TREE CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0112 ***********************************************************************
 FJ0112  DESIGNATION -  N 149
 FJ0112  PID         -  FJ0112
 FJ0112  STATE/COUNTY-  OK/SEMINOLE
 FJ0112  COUNTRY     -  US
 FJ0112  USGS QUAD   -  WEWOKA WEST (2018)
 FJ0112
 FJ0112                         *CURRENT SURVEY CONTROL
 FJ0112  ______________________________________________________________________
 FJ0112* NAD 83(1986) POSITION- 35 10 14.     (N) 096 35 34.     (W)   SCALED
 FJ0112* NAVD 88 ORTHO HEIGHT -   252.592 (meters)      828.71  (feet) ADJUSTED
 FJ0112  ______________________________________________________________________
 FJ0112  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 FJ0112  DYNAMIC HEIGHT  -        252.348 (meters)      827.91  (feet) COMP
 FJ0112  MODELED GRAVITY -    979,662.9   (mgal)                       NAVD 88
 FJ0112
 FJ0112  VERT ORDER      -  SECOND    CLASS 0
 FJ0112
 FJ0112.The horizontal coordinates were scaled from a map and have
 FJ0112.an estimated accuracy of +/- 6 seconds.
 FJ0112
 FJ0112.The orthometric height was determined by differential leveling and
 FJ0112.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0112.in June 1991.
 FJ0112
 FJ0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0112.GEOID18 height accuracy estimate available here.
 FJ0112
 FJ0112.Click photographs - Photos may exist for this station.
 FJ0112
 FJ0112.The dynamic height is computed by dividing the NAVD 88
 FJ0112.geopotential number by the normal gravity value computed on the
 FJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0112.degrees latitude (g = 980.6199 gals.).
 FJ0112
 FJ0112.The modeled gravity was interpolated from observed gravity values.
 FJ0112
 FJ0112;                    North         East    Units  Estimated Accuracy
 FJ0112;SPC OK S     -   204,690.      728,190.      MT  (+/- 180 meters Scaled)
 FJ0112
 FJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD192946(NAD 83)
 FJ0112
 FJ0112                          SUPERSEDED SURVEY CONTROL
 FJ0112
 FJ0112  NGVD 29 (??/??/92)  252.491  (m)          828.38   (f) ADJ UNCH    2 0
 FJ0112
 FJ0112.Superseded values are not recommended for survey control.
 FJ0112
 FJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0112.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0112
 FJ0112_MARKER: DB = BENCH MARK DISK
 FJ0112_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0112_STAMPING: N 149 1934
 FJ0112_MARK LOGO: CGS
 FJ0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0112
 FJ0112  HISTORY     - Date     Condition        Report By
 FJ0112  HISTORY     - 1934     MONUMENTED       CGS
 FJ0112  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0112
 FJ0112                          STATION DESCRIPTION
 FJ0112
 FJ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0112'6.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0112'RAILWAY FROM THE STATION AT WEWOKA, SEMINOLE COUNTY, 135 FEET
 FJ0112'EAST OF THE STATION AT LIMA, 100 FEET NORTHWEST OF POLE 424+30,
 FJ0112'57.2 FEET NORTHEAST OF A SWITCH STAND, 43.4 FEET NORTH OF THE
 FJ0112'CENTERLINE OF THE TRACK, 15.2 FEET SOUTH OF THE CENTERLINE OF A
 FJ0112'SIDETRACK, AND 2.5 FEET SOUTH OF A POLE.  A STANDARD DISK,
 FJ0112'STAMPED N 149 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0112
 FJ0112                          STATION RECOVERY (1971)
 FJ0112
 FJ0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0068 ***********************************************************************
 EL0068  DESIGNATION -  N 15
 EL0068  PID         -  EL0068
 EL0068  STATE/COUNTY-  OK/BRYAN
 EL0068  COUNTRY     -  US
 EL0068  USGS QUAD   -  CADDO NORTH (2018)
 EL0068
 EL0068                         *CURRENT SURVEY CONTROL
 EL0068  ______________________________________________________________________
 EL0068* NAD 83(1986) POSITION- 34 09 15.     (N) 096 15 03.     (W)   SCALED
 EL0068* NAVD 88 ORTHO HEIGHT -   198.862 (meters)      652.43  (feet) ADJUSTED
 EL0068  ______________________________________________________________________
 EL0068  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 EL0068  DYNAMIC HEIGHT  -        198.664 (meters)      651.78  (feet) COMP
 EL0068  MODELED GRAVITY -    979,634.0   (mgal)                       NAVD 88
 EL0068
 EL0068  VERT ORDER      -  FIRST     CLASS II
 EL0068
 EL0068.The horizontal coordinates were scaled from a map and have
 EL0068.an estimated accuracy of +/- 6 seconds.
 EL0068
 EL0068.The orthometric height was determined by differential leveling and
 EL0068.adjusted by the NATIONAL GEODETIC SURVEY
 EL0068.in June 1991.
 EL0068
 EL0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0068.GEOID18 height accuracy estimate available here.
 EL0068
 EL0068.Click photographs - Photos may exist for this station.
 EL0068
 EL0068.The dynamic height is computed by dividing the NAVD 88
 EL0068.geopotential number by the normal gravity value computed on the
 EL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0068.degrees latitude (g = 980.6199 gals.).
 EL0068
 EL0068.The modeled gravity was interpolated from observed gravity values.
 EL0068
 EL0068;                    North         East    Units  Estimated Accuracy
 EL0068;SPC OK S     -    92,450.      761,290.      MT  (+/- 180 meters Scaled)
 EL0068
 EL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC534826(NAD 83)
 EL0068
 EL0068                          SUPERSEDED SURVEY CONTROL
 EL0068
 EL0068  NGVD 29 (??/??/92)  198.795  (m)          652.21   (f) ADJ UNCH    1 2
 EL0068
 EL0068.Superseded values are not recommended for survey control.
 EL0068
 EL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0068.See file dsdata.pdf to determine how the superseded data were derived.
 EL0068
 EL0068_MARKER: DB = BENCH MARK DISK
 EL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0068_STAMPING: N 15 1933
 EL0068_MARK LOGO: CGS
 EL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0068+STABILITY: SURFACE MOTION
 EL0068
 EL0068  HISTORY     - Date     Condition        Report By
 EL0068  HISTORY     - 1933     MONUMENTED       CGS
 EL0068
 EL0068                          STATION DESCRIPTION
 EL0068
 EL0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0068'2.1 MI N FROM CADDO.
 EL0068'ON THE M.K.T. R.R. 0.4 MI. (11 1/4 TELEPHONE POLES) NORTH OF
 EL0068'MILEPOST 628, 50 FT. WEST OF WEST TRACK, AND 6 TELEPHONE POLES
 EL0068'SOUTH OF THE BRYAN-ATOKA COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0257 ***********************************************************************
 GK0257  DESIGNATION -  N 15
 GK0257  PID         -  GK0257
 GK0257  STATE/COUNTY-  OK/TEXAS
 GK0257  COUNTRY     -  US
 GK0257  USGS QUAD   -  TYRONE (2018)
 GK0257
 GK0257                         *CURRENT SURVEY CONTROL
 GK0257  ______________________________________________________________________
 GK0257* NAD 83(1986) POSITION- 36 56 29.     (N) 101 05 15.     (W)   SCALED
 GK0257* NAVD 88 ORTHO HEIGHT -   890.615 (meters)     2921.96  (feet) ADJUSTED
 GK0257  ______________________________________________________________________
 GK0257  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 GK0257  DYNAMIC HEIGHT  -        889.725 (meters)     2919.04  (feet) COMP
 GK0257  MODELED GRAVITY -    979,601.8   (mgal)                       NAVD 88
 GK0257
 GK0257  VERT ORDER      -  FIRST     CLASS II
 GK0257
 GK0257.The horizontal coordinates were scaled from a map and have
 GK0257.an estimated accuracy of +/- 6 seconds.
 GK0257
 GK0257.The orthometric height was determined by differential leveling and
 GK0257.adjusted by the NATIONAL GEODETIC SURVEY
 GK0257.in June 1991.
 GK0257
 GK0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0257.GEOID18 height accuracy estimate available here.
 GK0257
 GK0257.Click photographs - Photos may exist for this station.
 GK0257
 GK0257.The dynamic height is computed by dividing the NAVD 88
 GK0257.geopotential number by the normal gravity value computed on the
 GK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0257.degrees latitude (g = 980.6199 gals.).
 GK0257
 GK0257.The modeled gravity was interpolated from observed gravity values.
 GK0257
 GK0257;                    North         East    Units  Estimated Accuracy
 GK0257;SPC OK N     -   219,790.      325,000.      MT  (+/- 180 meters Scaled)
 GK0257
 GK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF141904(NAD 83)
 GK0257
 GK0257                          SUPERSEDED SURVEY CONTROL
 GK0257
 GK0257  NGVD 29 (??/??/92)  890.208  (m)         2920.62   (f) ADJ UNCH    1 2
 GK0257
 GK0257.Superseded values are not recommended for survey control.
 GK0257
 GK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0257.See file dsdata.pdf to determine how the superseded data were derived.
 GK0257
 GK0257_MARKER: DB = BENCH MARK DISK
 GK0257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0257_SP_SET: BOX CULVERT HEADWALL
 GK0257_STAMPING: N 15 1933
 GK0257_MARK LOGO: CGS
 GK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0257+STABILITY: SURFACE MOTION
 GK0257
 GK0257  HISTORY     - Date     Condition        Report By
 GK0257  HISTORY     - 1933     MONUMENTED       CGS
 GK0257
 GK0257                          STATION DESCRIPTION
 GK0257
 GK0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0257'1.5 MI SW FROM TYRONE.
 GK0257'1.5 MILES SOUTHWEST OF TYRONE DEPOT ALONG THE ROCK ISLAND RAIL ROAD 17
 GK0257'POLES SOUTH WEST OF MILE POST NO. 445.   SET IN NORTH EAST END OF THE
 GK0257'NORTH WEST HEADWALL OF HIGHWAY CONCRETE BOX CULVERT, 90 FT. SOUTH EAST
 GK0257'OF THE CENTER LINE OF RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0029 ***********************************************************************
 EL0029  DESIGNATION -  N 150
 EL0029  PID         -  EL0029
 EL0029  STATE/COUNTY-  OK/HUGHES
 EL0029  COUNTRY     -  US
 EL0029  USGS QUAD   -  CALVIN WEST (2018)
 EL0029
 EL0029                         *CURRENT SURVEY CONTROL
 EL0029  ______________________________________________________________________
 EL0029* NAD 83(1986) POSITION- 34 58 20.     (N) 096 15 15.     (W)   SCALED
 EL0029* NAVD 88 ORTHO HEIGHT -   217.473 (meters)      713.49  (feet) ADJUSTED
 EL0029  ______________________________________________________________________
 EL0029  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 EL0029  DYNAMIC HEIGHT  -        217.259 (meters)      712.79  (feet) COMP
 EL0029  MODELED GRAVITY -    979,647.9   (mgal)                       NAVD 88
 EL0029
 EL0029  VERT ORDER      -  SECOND    CLASS 0
 EL0029
 EL0029.The horizontal coordinates were scaled from a map and have
 EL0029.an estimated accuracy of +/- 6 seconds.
 EL0029
 EL0029.The orthometric height was determined by differential leveling and
 EL0029.adjusted by the NATIONAL GEODETIC SURVEY
 EL0029.in June 1991.
 EL0029
 EL0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0029.GEOID18 height accuracy estimate available here.
 EL0029
 EL0029.Click photographs - Photos may exist for this station.
 EL0029
 EL0029.The dynamic height is computed by dividing the NAVD 88
 EL0029.geopotential number by the normal gravity value computed on the
 EL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0029.degrees latitude (g = 980.6199 gals.).
 EL0029
 EL0029.The modeled gravity was interpolated from observed gravity values.
 EL0029
 EL0029;                    North         East    Units  Estimated Accuracy
 EL0029;SPC OK S     -   183,170.      759,410.      MT  (+/- 180 meters Scaled)
 EL0029
 EL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD506734(NAD 83)
 EL0029
 EL0029                          SUPERSEDED SURVEY CONTROL
 EL0029
 EL0029  NGVD 29 (??/??/92)  217.364  (m)          713.14   (f) ADJ UNCH    2 0
 EL0029
 EL0029.Superseded values are not recommended for survey control.
 EL0029
 EL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0029.See file dsdata.pdf to determine how the superseded data were derived.
 EL0029
 EL0029_MARKER: DB = BENCH MARK DISK
 EL0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0029_SP_SET: ABUTMENT
 EL0029_STAMPING: N 150 1934
 EL0029_MARK LOGO: CGS
 EL0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0029
 EL0029  HISTORY     - Date     Condition        Report By
 EL0029  HISTORY     - 1934     MONUMENTED       CGS
 EL0029
 EL0029                          STATION DESCRIPTION
 EL0029
 EL0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0029'AT CALVIN.
 EL0029'AT CALVIN, HUGHES COUNTY, 0.3 MILE WEST ALONG THE CHICAGO, ROCK
 EL0029'ISLAND AND PACIFIC RAILWAY FROM THE STATION, AT THE BRIDGE OVER
 EL0029'SOUTH CANADIAN RIVER, IN THE TOP OF THE NORTHEAST END OF THE
 EL0029'SOUTHEAST ABUTMENT, 3 FEET SOUTHWEST OF THE NORTHEAST END,
 EL0029'1.3 FEET NORTHWEST OF THE SOUTHEAST EDGE, AND 6.2 FEET NORTHEAST
 EL0029'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 150
 EL0029'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0104 ***********************************************************************
 EM0104  DESIGNATION -  N 151
 EM0104  PID         -  EM0104
 EM0104  STATE/COUNTY-  OK/TILLMAN
 EM0104  COUNTRY     -  US
 EM0104  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0104
 EM0104                         *CURRENT SURVEY CONTROL
 EM0104  ______________________________________________________________________
 EM0104* NAD 83(1986) POSITION- 34 15 38.     (N) 098 43 25.     (W)   SCALED
 EM0104* NAVD 88 ORTHO HEIGHT -   320.813 (meters)     1052.53  (feet) ADJUSTED
 EM0104  ______________________________________________________________________
 EM0104  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 EM0104  DYNAMIC HEIGHT  -        320.467 (meters)     1051.40  (feet) COMP
 EM0104  MODELED GRAVITY -    979,548.5   (mgal)                       NAVD 88
 EM0104
 EM0104  VERT ORDER      -  SECOND    CLASS 0
 EM0104
 EM0104.The horizontal coordinates were scaled from a map and have
 EM0104.an estimated accuracy of +/- 6 seconds.
 EM0104
 EM0104.The orthometric height was determined by differential leveling and
 EM0104.adjusted by the NATIONAL GEODETIC SURVEY
 EM0104.in June 1991.
 EM0104
 EM0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0104.GEOID18 height accuracy estimate available here.
 EM0104
 EM0104.Click photographs - Photos may exist for this station.
 EM0104
 EM0104.The dynamic height is computed by dividing the NAVD 88
 EM0104.geopotential number by the normal gravity value computed on the
 EM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0104.degrees latitude (g = 980.6199 gals.).
 EM0104
 EM0104.The modeled gravity was interpolated from observed gravity values.
 EM0104
 EM0104;                    North         East    Units  Estimated Accuracy
 EM0104;SPC OK S     -   103,090.      533,360.      MT  (+/- 180 meters Scaled)
 EM0104
 EM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC254910(NAD 83)
 EM0104
 EM0104                          SUPERSEDED SURVEY CONTROL
 EM0104
 EM0104  NGVD 29 (??/??/92)  320.699  (m)         1052.16   (f) ADJ UNCH    2 0
 EM0104
 EM0104.Superseded values are not recommended for survey control.
 EM0104
 EM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0104.See file dsdata.pdf to determine how the superseded data were derived.
 EM0104
 EM0104_MARKER: DB = BENCH MARK DISK
 EM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0104_STAMPING: N 151 1934
 EM0104_MARK LOGO: CGS
 EM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0104+STABILITY: SURFACE MOTION
 EM0104
 EM0104  HISTORY     - Date     Condition        Report By
 EM0104  HISTORY     - 1934     MONUMENTED       CGS
 EM0104  HISTORY     - 1973     MARK NOT FOUND   USGS
 EM0104  HISTORY     - 1986     GOOD             USPSQD
 EM0104
 EM0104                          STATION DESCRIPTION
 EM0104
 EM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0104'4.3 MI SE FROM LOVELAND.
 EM0104'4.3 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM STATION.  250 FEET
 EM0104'NORTHWEST OF CORRUGATED PIPE RAILROAD CULVERT.  94 FEET SOUTH OF
 EM0104'TELEGRAPH POLE NO. 7584, 11TH POLE NORTHWEST OF MILEPOST 30.  50 FEET
 EM0104'SOUTHWEST OF CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  48 FEET SOUTH
 EM0104'OF CENTERLINE OF SECTION ROAD CROSSING.  16 FEET SOUTHEAST OF RIGHT OF
 EM0104'WAY FENCE CORNER.  3 FEET NORTHEAST OF R/W FENCE.
 EM0104
 EM0104                          STATION RECOVERY (1973)
 EM0104
 EM0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EM0104'MARK NOT FOUND.
 EM0104
 EM0104                          STATION RECOVERY (1986)
 EM0104
 EM0104'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0066 ***********************************************************************
 EM0066  DESIGNATION -  N 152
 EM0066  PID         -  EM0066
 EM0066  STATE/COUNTY-  OK/COTTON
 EM0066  COUNTRY     -  US
 EM0066  USGS QUAD   -  WALTERS NE (2018)
 EM0066
 EM0066                         *CURRENT SURVEY CONTROL
 EM0066  ______________________________________________________________________
 EM0066* NAD 83(1986) POSITION- 34 23 28.     (N) 098 20 03.     (W)   SCALED
 EM0066* NAVD 88 ORTHO HEIGHT -   300.591 (meters)      986.19  (feet) ADJUSTED
 EM0066  ______________________________________________________________________
 EM0066  GEOID HEIGHT    -        -25.414 (meters)                     GEOID18
 EM0066  DYNAMIC HEIGHT  -        300.295 (meters)      985.22  (feet) COMP
 EM0066  MODELED GRAVITY -    979,642.7   (mgal)                       NAVD 88
 EM0066
 EM0066  VERT ORDER      -  SECOND    CLASS 0
 EM0066
 EM0066.The horizontal coordinates were scaled from a map and have
 EM0066.an estimated accuracy of +/- 6 seconds.
 EM0066
 EM0066.The orthometric height was determined by differential leveling and
 EM0066.adjusted by the NATIONAL GEODETIC SURVEY
 EM0066.in June 1991.
 EM0066
 EM0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0066.GEOID18 height accuracy estimate available here.
 EM0066
 EM0066.Click photographs - Photos may exist for this station.
 EM0066
 EM0066.The dynamic height is computed by dividing the NAVD 88
 EM0066.geopotential number by the normal gravity value computed on the
 EM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0066.degrees latitude (g = 980.6199 gals.).
 EM0066
 EM0066.The modeled gravity was interpolated from observed gravity values.
 EM0066
 EM0066;                    North         East    Units  Estimated Accuracy
 EM0066;SPC OK S     -   117,380.      569,270.      MT  (+/- 180 meters Scaled)
 EM0066
 EM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND612057(NAD 83)
 EM0066
 EM0066                          SUPERSEDED SURVEY CONTROL
 EM0066
 EM0066  NGVD 29 (??/??/92)  300.527  (m)          985.98   (f) ADJ UNCH    2 0
 EM0066
 EM0066.Superseded values are not recommended for survey control.
 EM0066
 EM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0066.See file dsdata.pdf to determine how the superseded data were derived.
 EM0066
 EM0066_MARKER: DB = BENCH MARK DISK
 EM0066_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0066_STAMPING: N 152 1934
 EM0066_MARK LOGO: CGS
 EM0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0066
 EM0066  HISTORY     - Date     Condition        Report By
 EM0066  HISTORY     - 1934     MONUMENTED       CGS
 EM0066  HISTORY     - 1963     GOOD             CGS
 EM0066  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0066
 EM0066                          STATION DESCRIPTION
 EM0066
 EM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0066'3.2 MI NW FROM WALTERS.
 EM0066'3.2 MILES NORTHWEST OF, ALONG C.R.I. AND P.RY, FROM WATER TANK.  49
 EM0066'FEET SOUTHWEST OF CENTERLINE OF ROCK ISLAND RAILROAD TRACK.  30 FEET
 EM0066'SOUTH OF CENTERLINE OF CROSS SECTION ROAD.  8.3 FEET EAST OF TELEPHONE
 EM0066'POLE NO. 660.  3.7 FEET NORTH OF FENCE.  TABLET SET IN PRECAST
 EM0066'CONCRETE POST.
 EM0066
 EM0066                          STATION RECOVERY (1963)
 EM0066
 EM0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0066'RECOVERED IN GOOD CONDITION.
 EM0066
 EM0066                          STATION RECOVERY (1987)
 EM0066
 EM0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0013 ***********************************************************************
 EM0013  DESIGNATION -  N 153
 EM0013  PID         -  EM0013
 EM0013  STATE/COUNTY-  OK/COMANCHE
 EM0013  COUNTRY     -  US
 EM0013  USGS QUAD   -  ELGIN (2018)
 EM0013
 EM0013                         *CURRENT SURVEY CONTROL
 EM0013  ______________________________________________________________________
 EM0013* NAD 83(1986) POSITION- 34 48 05.     (N) 098 22 11.     (W)   SCALED
 EM0013* NAVD 88 ORTHO HEIGHT -   368.569 (meters)     1209.21  (feet) ADJUSTED
 EM0013  ______________________________________________________________________
 EM0013  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 EM0013  DYNAMIC HEIGHT  -        368.194 (meters)     1207.98  (feet) COMP
 EM0013  MODELED GRAVITY -    979,604.5   (mgal)                       NAVD 88
 EM0013
 EM0013  VERT ORDER      -  SECOND    CLASS 0
 EM0013
 EM0013.The horizontal coordinates were scaled from a map and have
 EM0013.an estimated accuracy of +/- 6 seconds.
 EM0013
 EM0013.The orthometric height was determined by differential leveling and
 EM0013.adjusted by the NATIONAL GEODETIC SURVEY
 EM0013.in June 1991.
 EM0013
 EM0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0013.GEOID18 height accuracy estimate available here.
 EM0013
 EM0013.Click photographs - Photos may exist for this station.
 EM0013
 EM0013.The dynamic height is computed by dividing the NAVD 88
 EM0013.geopotential number by the normal gravity value computed on the
 EM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0013.degrees latitude (g = 980.6199 gals.).
 EM0013
 EM0013.The modeled gravity was interpolated from observed gravity values.
 EM0013
 EM0013;                    North         East    Units  Estimated Accuracy
 EM0013;SPC OK S     -   162,910.      566,170.      MT  (+/- 180 meters Scaled)
 EM0013
 EM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND576511(NAD 83)
 EM0013
 EM0013                          SUPERSEDED SURVEY CONTROL
 EM0013
 EM0013  NGVD 29 (??/??/92)  368.442  (m)         1208.80   (f) ADJ UNCH    2 0
 EM0013
 EM0013.Superseded values are not recommended for survey control.
 EM0013
 EM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0013.See file dsdata.pdf to determine how the superseded data were derived.
 EM0013
 EM0013_MARKER: DB = BENCH MARK DISK
 EM0013_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0013_STAMPING: N 153 1934
 EM0013_MARK LOGO: CGS
 EM0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0013
 EM0013  HISTORY     - Date     Condition        Report By
 EM0013  HISTORY     - 1934     MONUMENTED       CGS
 EM0013  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0013  HISTORY     - 19991220 MARK NOT FOUND   LOCSUR
 EM0013
 EM0013                          STATION DESCRIPTION
 EM0013
 EM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0013'6.4 MI S FROM APACHE.
 EM0013'6.4 MILES SOUTH OF, ALONG C.R.I. AND P. RY, FROM STATION. ABOUT 0.4
 EM0013'MILE SOUTH OF PARKER RAILROAD WATER TANK.  540 FEET NORTH OF NORTH END
 EM0013'OF RAILROAD BRIDGE NO. 482-4.  150 FEET WEST OF CENTERLINE OF CHICAGO,
 EM0013'ROCK ISLAND AND PACIFIC R.R TRACK.  147 FEET NORTH OF CENTERLINE OF
 EM0013'ROAD CROSSING.  58 FEET NORTHEAST OF TELEPHONE POLE 3430.  28 FEET
 EM0013'EAST OF CENTERLINE OF LANE PARALLEL TO TRACK. 2.3 FEET SOUTHWEST OF
 EM0013'CROSS FENCE. TABLET SET IN PRECAST CONCRETE POST.
 EM0013
 EM0013                          STATION RECOVERY (1963)
 EM0013
 EM0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0013'MARK NOT FOUND.
 EM0013
 EM0013                          STATION RECOVERY (1999)
 EM0013
 EM0013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0013'MARK NOT FOUND.  MARK IS BELIEVED TO BE IN LAKE ELLSWORTH, IN
 EM0013'APPROXIMATELY 12 FEET (3.7 M) OF WATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0520 ***********************************************************************
 EL0520  DESIGNATION -  N 155
 EL0520  PID         -  EL0520
 EL0520  STATE/COUNTY-  OK/STEPHENS
 EL0520  COUNTRY     -  US
 EL0520  USGS QUAD   -  RATLIFF CITY (2018)
 EL0520
 EL0520                         *CURRENT SURVEY CONTROL
 EL0520  ______________________________________________________________________
 EL0520* NAD 83(1986) POSITION- 34 26 54.     (N) 097 36 52.     (W)   SCALED
 EL0520* NAVD 88 ORTHO HEIGHT -   323.909 (meters)     1062.69  (feet) ADJUSTED
 EL0520  ______________________________________________________________________
 EL0520  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 EL0520  DYNAMIC HEIGHT  -        323.576 (meters)     1061.60  (feet) COMP
 EL0520  MODELED GRAVITY -    979,595.5   (mgal)                       NAVD 88
 EL0520
 EL0520  VERT ORDER      -  SECOND    CLASS 0
 EL0520
 EL0520.The horizontal coordinates were scaled from a map and have
 EL0520.an estimated accuracy of +/- 6 seconds.
 EL0520
 EL0520.The orthometric height was determined by differential leveling and
 EL0520.adjusted by the NATIONAL GEODETIC SURVEY
 EL0520.in June 1991.
 EL0520
 EL0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0520.GEOID18 height accuracy estimate available here.
 EL0520
 EL0520.Click photographs - Photos may exist for this station.
 EL0520
 EL0520.The dynamic height is computed by dividing the NAVD 88
 EL0520.geopotential number by the normal gravity value computed on the
 EL0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0520.degrees latitude (g = 980.6199 gals.).
 EL0520
 EL0520.The modeled gravity was interpolated from observed gravity values.
 EL0520
 EL0520;                    North         East    Units  Estimated Accuracy
 EL0520;SPC OK S     -   123,750.      635,430.      MT  (+/- 180 meters Scaled)
 EL0520
 EL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD272127(NAD 83)
 EL0520
 EL0520                          SUPERSEDED SURVEY CONTROL
 EL0520
 EL0520  NGVD 29 (??/??/92)  323.820  (m)         1062.40   (f) ADJ UNCH    2 0
 EL0520
 EL0520.Superseded values are not recommended for survey control.
 EL0520
 EL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0520.See file dsdata.pdf to determine how the superseded data were derived.
 EL0520
 EL0520_MARKER: DB = BENCH MARK DISK
 EL0520_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0520_STAMPING: N 155 1934
 EL0520_MARK LOGO: CGS
 EL0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0520
 EL0520  HISTORY     - Date     Condition        Report By
 EL0520  HISTORY     - 1934     MONUMENTED       CGS
 EL0520  HISTORY     - 1974     MARK NOT FOUND   USGS
 EL0520
 EL0520                          STATION DESCRIPTION
 EL0520
 EL0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0520'3 MI W FROM COUNTY LINE.
 EL0520'3.0 MILES WEST OF, ALONG ST. HWY. 22 FROM SCHOOL SOUTHEAST CORNER
 EL0520'OF INTERSECTION, DIAGONALLY ACROSS FROM SMALL SERVICE STATION
 EL0520'AND STORE, 37 FEET SOUTH OF CENTERLINE OF STATE HWY. 22, 37
 EL0520'FEET EAST OF CENTERLINE OF CROSS SECTION ROAD, 5.7 FEET SOUTHEAST
 EL0520'OF NORTHWEST CORNER OF J.D. DIXON PROPERTY FENCE.  TABLET SET
 EL0520'IN PRECAST CONCRETE POST.
 EL0520
 EL0520                          STATION RECOVERY (1974)
 EL0520
 EL0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EL0520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0203 ***********************************************************************
 EL0203  DESIGNATION -  N 156
 EL0203  PID         -  EL0203
 EL0203  STATE/COUNTY-  OK/JOHNSTON
 EL0203  COUNTRY     -  US
 EL0203  USGS QUAD   -  RAVIA (2018)
 EL0203
 EL0203                         *CURRENT SURVEY CONTROL
 EL0203  ______________________________________________________________________
 EL0203* NAD 83(1986) POSITION- 34 14 40.6    (N) 096 45 24.6    (W)   HD_HELD2
 EL0203* NAVD 88 ORTHO HEIGHT -   231.822 (meters)      760.57  (feet) ADJUSTED
 EL0203  ______________________________________________________________________
 EL0203  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 EL0203  DYNAMIC HEIGHT  -        231.593 (meters)      759.82  (feet) COMP
 EL0203  MODELED GRAVITY -    979,639.6   (mgal)                       NAVD 88
 EL0203
 EL0203  VERT ORDER      -  SECOND    CLASS 0
 EL0203
 EL0203.The horizontal coordinates were established by autonomous hand held GPS
 EL0203.observations and have an estimated accuracy of +/- 10 meters.
 EL0203
 EL0203.The orthometric height was determined by differential leveling and
 EL0203.adjusted by the NATIONAL GEODETIC SURVEY
 EL0203.in June 1991.
 EL0203
 EL0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0203.GEOID18 height accuracy estimate available here.
 EL0203
 EL0203.Click photographs - Photos may exist for this station.
 EL0203
 EL0203.The dynamic height is computed by dividing the NAVD 88
 EL0203.geopotential number by the normal gravity value computed on the
 EL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0203.degrees latitude (g = 980.6199 gals.).
 EL0203
 EL0203.The modeled gravity was interpolated from observed gravity values.
 EL0203
 EL0203;                    North         East    Units  Estimated Accuracy
 EL0203;SPC OK S     -   101,787.      714,511.      MT  (+/- 10 meters HH2 GPS)
 EL0203
 EL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0657591554(NAD 83)
 EL0203
 EL0203                          SUPERSEDED SURVEY CONTROL
 EL0203
 EL0203  NGVD 29 (??/??/92)  231.772  (m)          760.41   (f) ADJ UNCH    2 0
 EL0203
 EL0203.Superseded values are not recommended for survey control.
 EL0203
 EL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0203.See file dsdata.pdf to determine how the superseded data were derived.
 EL0203
 EL0203_MARKER: DB = BENCH MARK DISK
 EL0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0203_SP_SET: WALL
 EL0203_STAMPING: N 156 1934
 EL0203_MARK LOGO: CGS
 EL0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0203
 EL0203  HISTORY     - Date     Condition        Report By
 EL0203  HISTORY     - 1934     MONUMENTED       CGS
 EL0203
 EL0203                          STATION DESCRIPTION
 EL0203
 EL0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0203'AT RAVIA.
 EL0203'AT RAVIA, JOHNSTON COUNTY, IN THE EAST WALL OF THE PUBLIC
 EL0203'SCHOOL, 81 FEET WEST OF THE CENTERLINE OF THE ROAD IN FRONT OF
 EL0203'THE SCHOOL, 42.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 EL0203'BUILDING, 6 FEET NORTH OF THE CENTERLINE OF THE MAIN ENTRANCE,
 EL0203'AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED N 156
 EL0203'1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0107 ***********************************************************************
 EL0107  DESIGNATION -  N 157
 EL0107  PID         -  EL0107
 EL0107  STATE/COUNTY-  OK/JOHNSTON
 EL0107  COUNTRY     -  US
 EL0107  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0107
 EL0107                         *CURRENT SURVEY CONTROL
 EL0107  ______________________________________________________________________
 EL0107* NAD 83(1986) POSITION- 34 22 29.     (N) 096 25 34.     (W)   SCALED
 EL0107* NAVD 88 ORTHO HEIGHT -   188.117 (meters)      617.18  (feet) ADJUSTED
 EL0107  ______________________________________________________________________
 EL0107  GEOID HEIGHT    -        -26.461 (meters)                     GEOID18
 EL0107  DYNAMIC HEIGHT  -        187.931 (meters)      616.57  (feet) COMP
 EL0107  MODELED GRAVITY -    979,646.8   (mgal)                       NAVD 88
 EL0107
 EL0107  VERT ORDER      -  SECOND    CLASS 0
 EL0107
 EL0107.The horizontal coordinates were scaled from a map and have
 EL0107.an estimated accuracy of +/- 6 seconds.
 EL0107
 EL0107.The orthometric height was determined by differential leveling and
 EL0107.adjusted by the NATIONAL GEODETIC SURVEY
 EL0107.in June 1991.
 EL0107
 EL0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0107.GEOID18 height accuracy estimate available here.
 EL0107
 EL0107.Click photographs - Photos may exist for this station.
 EL0107
 EL0107.The dynamic height is computed by dividing the NAVD 88
 EL0107.geopotential number by the normal gravity value computed on the
 EL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0107.degrees latitude (g = 980.6199 gals.).
 EL0107
 EL0107.The modeled gravity was interpolated from observed gravity values.
 EL0107
 EL0107;                    North         East    Units  Estimated Accuracy
 EL0107;SPC OK S     -   116,640.      744,750.      MT  (+/- 180 meters Scaled)
 EL0107
 EL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD366067(NAD 83)
 EL0107
 EL0107                          SUPERSEDED SURVEY CONTROL
 EL0107
 EL0107  NGVD 29 (??/??/92)  188.063  (m)          617.00   (f) ADJ UNCH    2 0
 EL0107
 EL0107.Superseded values are not recommended for survey control.
 EL0107
 EL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0107.See file dsdata.pdf to determine how the superseded data were derived.
 EL0107
 EL0107_MARKER: DB = BENCH MARK DISK
 EL0107_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0107_STAMPING: N 157 1934
 EL0107_MARK LOGO: CGS
 EL0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0107
 EL0107  HISTORY     - Date     Condition        Report By
 EL0107  HISTORY     - 1934     MONUMENTED       CGS
 EL0107
 EL0107                          STATION DESCRIPTION
 EL0107
 EL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0107'AT WAPANUCKA.
 EL0107'111 FEET SOUTH OF CENTERLINE OF STATE HWY. 61, 97.3 FEET NORTHWEST
 EL0107'OF NORTHWEST CORNER OF WAPANUCKA R.R. DEPOT, 35.8 FEET SOUTH
 EL0107'OF NORTH SWITCH OF WAPANUCKA SIDING, 21.2 FEET WEST OF CENTERLINE
 EL0107'OF ROCK ISLAND MAIN LINE TRACK, 7.3 FEET NORTH OF FIRST TELEGRAPH
 EL0107'POLE SOUTH OF M.P. 60-25.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0117 ***********************************************************************
 EL0117  DESIGNATION -  N 158
 EL0117  PID         -  EL0117
 EL0117  STATE/COUNTY-  OK/ATOKA
 EL0117  COUNTRY     -  US
 EL0117  USGS QUAD   -  BRUNO (2019)
 EL0117
 EL0117                         *CURRENT SURVEY CONTROL
 EL0117  ______________________________________________________________________
 EL0117* NAD 83(1986) POSITION- 34 18 34.02   (N) 096 00 52.50   (W)   HD_HELD1
 EL0117* NAVD 88 ORTHO HEIGHT -   169.993 (meters)      557.72  (feet) ADJUSTED
 EL0117  ______________________________________________________________________
 EL0117  GEOID HEIGHT    -        -28.589 (meters)                     GEOID18
 EL0117  DYNAMIC HEIGHT  -        169.816 (meters)      557.14  (feet) COMP
 EL0117  MODELED GRAVITY -    979,589.3   (mgal)                       NAVD 88
 EL0117
 EL0117  VERT ORDER      -  SECOND    CLASS 0
 EL0117
 EL0117.The horizontal coordinates were determined by differentially corrected
 EL0117.hand held GPS observations or other comparable positioning techniques
 EL0117.and have an estimated accuracy of +/- 3 meters.
 EL0117
 EL0117.The orthometric height was determined by differential leveling and
 EL0117.adjusted by the NATIONAL GEODETIC SURVEY
 EL0117.in June 1991.
 EL0117
 EL0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0117.GEOID18 height accuracy estimate available here.
 EL0117
 EL0117.Click photographs - Photos may exist for this station.
 EL0117
 EL0117.The dynamic height is computed by dividing the NAVD 88
 EL0117.geopotential number by the normal gravity value computed on the
 EL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0117.degrees latitude (g = 980.6199 gals.).
 EL0117
 EL0117.The modeled gravity was interpolated from observed gravity values.
 EL0117
 EL0117;                    North         East    Units  Estimated Accuracy
 EL0117;SPC OK S     -   110,071.1     782,733.1     MT  (+/- 3 meters HH1 GPS) 
 EL0117
 EL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7473800504(NAD 83)
 EL0117
 EL0117                          SUPERSEDED SURVEY CONTROL
 EL0117
 EL0117  NGVD 29 (??/??/92)  169.913  (m)          557.46   (f) ADJ UNCH    2 0
 EL0117
 EL0117.Superseded values are not recommended for survey control.
 EL0117
 EL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0117.See file dsdata.pdf to determine how the superseded data were derived.
 EL0117
 EL0117_MARKER: DB = BENCH MARK DISK
 EL0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0117_SP_SET: BRIDGE
 EL0117_STAMPING: N 158 1934
 EL0117_MARK LOGO: CGS
 EL0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0117
 EL0117  HISTORY     - Date     Condition        Report By
 EL0117  HISTORY     - 1934     MONUMENTED       CGS
 EL0117
 EL0117                          STATION DESCRIPTION
 EL0117
 EL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0117'1.7 MI NW FROM LANE.
 EL0117'1.7 MILES NORTHWEST OF LANE POST OFFICE, ALONG ST. HWY. 19.
 EL0117'BRONZE TABLET IN NORTH WING WALL OF CONCRETE HIGHWAY BRIDGE
 EL0117'OVER ROCK CREEK, 18 FEET NORTHEAST OF CENTERLINE OF STATE
 EL0117'HWY. 19.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0627 ***********************************************************************
 EK0627  DESIGNATION -  N 159
 EK0627  PID         -  EK0627
 EK0627  STATE/COUNTY-  OK/PITTSBURG
 EK0627  COUNTRY     -  US
 EK0627  USGS QUAD   -  HARTSHORNE SW (2018)
 EK0627
 EK0627                         *CURRENT SURVEY CONTROL
 EK0627  ______________________________________________________________________
 EK0627* NAD 83(1986) POSITION- 34 46 01.     (N) 095 44 32.     (W)   SCALED
 EK0627* NAVD 88 ORTHO HEIGHT -   214.282 (meters)      703.02  (feet) ADJUSTED
 EK0627  ______________________________________________________________________
 EK0627  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 EK0627  DYNAMIC HEIGHT  -        214.059 (meters)      702.29  (feet) COMP
 EK0627  MODELED GRAVITY -    979,594.8   (mgal)                       NAVD 88
 EK0627
 EK0627  VERT ORDER      -  SECOND    CLASS 0
 EK0627
 EK0627.The horizontal coordinates were scaled from a map and have
 EK0627.an estimated accuracy of +/- 6 seconds.
 EK0627
 EK0627.The orthometric height was determined by differential leveling and
 EK0627.adjusted by the NATIONAL GEODETIC SURVEY
 EK0627.in June 1991.
 EK0627
 EK0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0627.GEOID18 height accuracy estimate available here.
 EK0627
 EK0627.Click photographs - Photos may exist for this station.
 EK0627
 EK0627.The dynamic height is computed by dividing the NAVD 88
 EK0627.geopotential number by the normal gravity value computed on the
 EK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0627.degrees latitude (g = 980.6199 gals.).
 EK0627
 EK0627.The modeled gravity was interpolated from observed gravity values.
 EK0627
 EK0627;                    North         East    Units  Estimated Accuracy
 EK0627;SPC OK S     -   161,330.      806,660.      MT  (+/- 180 meters Scaled)
 EK0627
 EK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU490506(NAD 83)
 EK0627
 EK0627                          SUPERSEDED SURVEY CONTROL
 EK0627
 EK0627  NGVD 29 (??/??/92)  214.172  (m)          702.66   (f) ADJ UNCH    2 0
 EK0627
 EK0627.Superseded values are not recommended for survey control.
 EK0627
 EK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0627.See file dsdata.pdf to determine how the superseded data were derived.
 EK0627
 EK0627_MARKER: DB = BENCH MARK DISK
 EK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0627_STAMPING: N 159 1934
 EK0627_MARK LOGO: CGS
 EK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0627+STABILITY: SURFACE MOTION
 EK0627
 EK0627  HISTORY     - Date     Condition        Report By
 EK0627  HISTORY     - 1934     MONUMENTED       CGS
 EK0627
 EK0627                          STATION DESCRIPTION
 EK0627
 EK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0627'2.1 MI NE FROM BLANCO.
 EK0627'ABOUT 2.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0627'PACIFIC RAILWAY FROM THE STATION AT BLANCO, PITTSBURG COUNTY,
 EK0627'ABOUT 144 FEET SOUTHEAST OF THE FIRST POLE NORTHEAST OF MILEPOST
 EK0627'10+25, AT A JOG IN THE RIGHT-OF-WAY FENCE, ABOUT 102 FEET
 EK0627'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 45.4 FEET SOUTHEAST
 EK0627'OF A GATE IN THE RIGHT-OF-WAY FENCE, AT A ROAD CROSSING, 28
 EK0627'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST
 EK0627'OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 4.2 FEET
 EK0627'SOUTHWEST OF THE RIGHT-OF-WAY CROSS FENCE, AND 3.5 FEET NORTHWEST
 EK0627'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 159 1934
 EK0627'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0449 ***********************************************************************
 EK0449  DESIGNATION -  N 160
 EK0449  PID         -  EK0449
 EK0449  STATE/COUNTY-  OK/LATIMER
 EK0449  COUNTRY     -  US
 EK0449  USGS QUAD   -  WILBURTON (2018)
 EK0449
 EK0449                         *CURRENT SURVEY CONTROL
 EK0449  ______________________________________________________________________
 EK0449* NAD 83(1986) POSITION- 34 55 07.32   (N) 095 16 26.86   (W)   HD_HELD1
 EK0449* NAVD 88 ORTHO HEIGHT -   191.009 (meters)      626.67  (feet) ADJUSTED
 EK0449  ______________________________________________________________________
 EK0449  GEOID HEIGHT    -        -31.240 (meters)                     GEOID18
 EK0449  DYNAMIC HEIGHT  -        190.811 (meters)      626.02  (feet) COMP
 EK0449  MODELED GRAVITY -    979,595.3   (mgal)                       NAVD 88
 EK0449
 EK0449  VERT ORDER      -  SECOND    CLASS 0
 EK0449
 EK0449.The horizontal coordinates were determined by differentially corrected
 EK0449.hand held GPS observations or other comparable positioning techniques
 EK0449.and have an estimated accuracy of +/- 3 meters.
 EK0449
 EK0449.The orthometric height was determined by differential leveling and
 EK0449.adjusted by the NATIONAL GEODETIC SURVEY
 EK0449.in June 1991.
 EK0449
 EK0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0449.GEOID18 height accuracy estimate available here.
 EK0449
 EK0449.Click photographs - Photos may exist for this station.
 EK0449
 EK0449.The dynamic height is computed by dividing the NAVD 88
 EK0449.geopotential number by the normal gravity value computed on the
 EK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0449.degrees latitude (g = 980.6199 gals.).
 EK0449
 EK0449.The modeled gravity was interpolated from observed gravity values.
 EK0449
 EK0449;                    North         East    Units  Estimated Accuracy
 EK0449;SPC OK S     -   179,219.1     849,043.8     MT  (+/- 3 meters HH1 GPS) 
 EK0449
 EK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9225866387(NAD 83)
 EK0449
 EK0449                          SUPERSEDED SURVEY CONTROL
 EK0449
 EK0449  NGVD 29 (??/??/92)  190.894  (m)          626.29   (f) ADJ UNCH    2 0
 EK0449
 EK0449.Superseded values are not recommended for survey control.
 EK0449
 EK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0449.See file dsdata.pdf to determine how the superseded data were derived.
 EK0449
 EK0449_MARKER: DB = BENCH MARK DISK
 EK0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0449_SP_SET: TRESTLE ABUTMENT
 EK0449_STAMPING: N 160 1934
 EK0449_MARK LOGO: CGS
 EK0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0449
 EK0449  HISTORY     - Date     Condition        Report By
 EK0449  HISTORY     - 1934     MONUMENTED       CGS
 EK0449  HISTORY     - 1988     GOOD             USPSQD
 EK0449
 EK0449                          STATION DESCRIPTION
 EK0449
 EK0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0449'1.9 MI E FROM WILBURTON.
 EK0449'ABOUT 1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0449'RAILWAY FROM THE CITY HALL AT WILBURTON, LATIMER COUNTY, ABOUT
 EK0449'0.1 MILE WEST OF THE SIDING AND A ROAD CROSSING AT LUTIE, 63.4
 EK0449'FEET SOUTHEAST OF THE THIRD POLE WEST OF MILEPOST 333+20, ABOUT
 EK0449'75 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 270, AT TRESTLE
 EK0449'3336, IN THE EAST ABUTMENT, 8.7 FEET NORTH OF THE CENTER LINE OF
 EK0449'THE TRACK, AND 41.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 EK0449'STANDARD DISK, STAMPED N 160 1934.
 EK0449
 EK0449                          STATION RECOVERY (1988)
 EK0449
 EK0449'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0561 ***********************************************************************
 FH0561  DESIGNATION -  N 161
 FH0561  PID         -  FH0561
 FH0561  STATE/COUNTY-  OK/MUSKOGEE
 FH0561  COUNTRY     -  US
 FH0561  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0561
 FH0561                         *CURRENT SURVEY CONTROL
 FH0561  ______________________________________________________________________
 FH0561* NAD 83(2011) POSITION- 35 43 03.66463(N) 095 22 21.16426(W)   ADJUSTED
 FH0561* NAD 83(2011) ELLIP HT-   139.198 (meters)        (11/07/23)   ADJUSTED
 FH0561* NAD 83(2011) EPOCH   -  2010.00
 FH0561* NAVD 88 ORTHO HEIGHT -   168.651 (meters)      553.32  (feet) ADJUSTED
 FH0561  ______________________________________________________________________
 FH0561  GEOID HEIGHT    -        -29.493 (meters)                     GEOID18
 FH0561  NAD 83(2011) X  -   -485,427.660 (meters)                     COMP
 FH0561  NAD 83(2011) Y  - -5,161,685.849 (meters)                     COMP
 FH0561  NAD 83(2011) Z  -  3,702,885.470 (meters)                     COMP
 FH0561  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 FH0561  DYNAMIC HEIGHT  -        168.498 (meters)      552.81  (feet) COMP
 FH0561  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 FH0561
 FH0561  VERT ORDER      -  SECOND    CLASS 0
 FH0561
 FH0561  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0561  Standards:
 FH0561         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0561            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0561  -------------------------------------------------------------------
 FH0561  NETWORK    0.93   1.55           0.40   0.36   0.79      0.07917073
 FH0561  -------------------------------------------------------------------
 FH0561  Click here for local accuracies and other accuracy information.
 FH0561
 FH0561.The horizontal coordinates were established by GPS observations
 FH0561.and adjusted by the OK DEPT OF TRANSP in November 2023.
 FH0561
 FH0561.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0561.been affixed to the stable North American tectonic plate. See 
 FH0561.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0561
 FH0561.The horizontal coordinates are valid at the epoch date displayed above
 FH0561.which is a decimal equivalence of Year/Month/Day.
 FH0561
 FH0561.The orthometric height was determined by differential leveling and
 FH0561.adjusted by the NATIONAL GEODETIC SURVEY
 FH0561.in June 1991.
 FH0561
 FH0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0561.GEOID18 height accuracy estimate available here.
 FH0561
 FH0561.Click photographs - Photos may exist for this station.
 FH0561
 FH0561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0561
 FH0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0561
 FH0561.The ellipsoidal height was determined by GPS observations
 FH0561.and is referenced to NAD 83.
 FH0561
 FH0561.The dynamic height is computed by dividing the NAVD 88
 FH0561.geopotential number by the normal gravity value computed on the
 FH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0561.degrees latitude (g = 980.6199 gals.).
 FH0561
 FH0561.The modeled gravity was interpolated from observed gravity values.
 FH0561
 FH0561. The following values were computed from the NAD 83(2011) position.
 FH0561
 FH0561;                    North         East     Units Scale Factor Converg.
 FH0561;SPC OK N     -    82,845.823   837,707.732   MT  0.99997602   +1 33 02.1
 FH0561;SPC OK N     -   271,803.34  2,748,379.45   sFT  0.99997602   +1 33 02.1
 FH0561;UTM  15      - 3,955,231.169   285,388.876   MT  1.00016759   -1 23 08.2
 FH0561
 FH0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0561!SPC OK N     -   0.99997815  x   0.99997602  =   0.99995417
 FH0561!UTM  15      -   0.99997815  x   1.00016759  =   1.00014574
 FH0561
 FH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8538855231(NAD 83)
 FH0561
 FH0561                          SUPERSEDED SURVEY CONTROL
 FH0561
 FH0561  NGVD 29 (??/??/92)  168.540  (m)          552.95   (f) ADJ UNCH    2 0
 FH0561
 FH0561.Superseded values are not recommended for survey control.
 FH0561
 FH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0561.See file dsdata.pdf to determine how the superseded data were derived.
 FH0561
 FH0561_MARKER: DB = BENCH MARK DISK
 FH0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0561_SP_SET: ABUTMENT
 FH0561_STAMPING: N 161 1934
 FH0561_MARK LOGO: CGS
 FH0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0561+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2023
 FH0561
 FH0561  HISTORY     - Date     Condition        Report By
 FH0561  HISTORY     - 1934     MONUMENTED       CGS
 FH0561  HISTORY     - 1960     GOOD             CGS
 FH0561  HISTORY     - 20070319 GOOD             AIRDAT
 FH0561  HISTORY     - 20231011 GOOD             OKDOT
 FH0561
 FH0561                          STATION DESCRIPTION
 FH0561
 FH0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0561'2.7 MI S FROM MUSKOGEE.
 FH0561'2.7 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0561'STATION AT MUSKOGEE, MUSKOGEE COUNTY, 0.4 MILE SOUTH OF
 FH0561'MILEPOST 95, AT CONCRETE OVERPASS 94.6 OVER U.S. HIGHWAY 64,
 FH0561'IN THE TOP OF THE NORTH CONCRETE ABUTMENT, 7.9 FEET EAST OF
 FH0561'THE CENTERLINE OF THE TRACK, AND 3.5 FEET LOWER THAN THE TRACK
 FH0561'LEVEL.
 FH0561
 FH0561                          STATION RECOVERY (2007)
 FH0561
 FH0561'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 FH0561'RECOVERED AS DESCRIBED.
 FH0561
 FH0561                          STATION RECOVERY (2023)
 FH0561
 FH0561'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0561'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0526 ***********************************************************************
 FH0526  DESIGNATION -  N 162
 FH0526  PID         -  FH0526
 FH0526  STATE/COUNTY-  OK/CHEROKEE
 FH0526  COUNTRY     -  US
 FH0526  USGS QUAD   -  THOMPSON CORNER (2019)
 FH0526
 FH0526                         *CURRENT SURVEY CONTROL
 FH0526  ______________________________________________________________________
 FH0526* NAD 83(1986) POSITION- 35 55 45.     (N) 095 02 25.     (W)   SCALED
 FH0526* NAVD 88 ORTHO HEIGHT -   264.562 (meters)      867.98  (feet) ADJUSTED
 FH0526  ______________________________________________________________________
 FH0526  GEOID HEIGHT    -        -29.049 (meters)                     GEOID18
 FH0526  DYNAMIC HEIGHT  -        264.323 (meters)      867.20  (feet) COMP
 FH0526  MODELED GRAVITY -    979,724.8   (mgal)                       NAVD 88
 FH0526
 FH0526  VERT ORDER      -  SECOND    CLASS 0
 FH0526
 FH0526.The horizontal coordinates were scaled from a map and have
 FH0526.an estimated accuracy of +/- 6 seconds.
 FH0526
 FH0526.The orthometric height was determined by differential leveling and
 FH0526.adjusted by the NATIONAL GEODETIC SURVEY
 FH0526.in June 1991.
 FH0526
 FH0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0526.GEOID18 height accuracy estimate available here.
 FH0526
 FH0526.Click photographs - Photos may exist for this station.
 FH0526
 FH0526.The dynamic height is computed by dividing the NAVD 88
 FH0526.geopotential number by the normal gravity value computed on the
 FH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0526.degrees latitude (g = 980.6199 gals.).
 FH0526
 FH0526.The modeled gravity was interpolated from observed gravity values.
 FH0526
 FH0526;                    North         East    Units  Estimated Accuracy
 FH0526;SPC OK N     -   107,160.      867,040.      MT  (+/- 180 meters Scaled)
 FH0526
 FH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV159780(NAD 83)
 FH0526
 FH0526                          SUPERSEDED SURVEY CONTROL
 FH0526
 FH0526  NGVD 29 (??/??/92)  264.428  (m)          867.54   (f) ADJ UNCH    2 0
 FH0526
 FH0526.Superseded values are not recommended for survey control.
 FH0526
 FH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0526.See file dsdata.pdf to determine how the superseded data were derived.
 FH0526
 FH0526_MARKER: DB = BENCH MARK DISK
 FH0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0526_SP_SET: BUILDING WALL
 FH0526_STAMPING: N 162 1934
 FH0526_MARK LOGO: CGS
 FH0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0526
 FH0526  HISTORY     - Date     Condition        Report By
 FH0526  HISTORY     - 1934     MONUMENTED       CGS
 FH0526  HISTORY     - 1960     GOOD             CGS
 FH0526
 FH0526                          STATION DESCRIPTION
 FH0526
 FH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0526'4.8 MI W FROM TAHLEQUAH.
 FH0526'4.8 MILES WEST OF, ALONG S.L. AND S.F.RY. FROM STATION ABOUT
 FH0526'400 FEET NORTH OF ST. LOUIS AND SAN FRANCISCO RY., 400 FEET
 FH0526'NORTH OF M.P. 425-15, 4.3 FEET ABOVE LEVEL OF GROUND, 2 FEET
 FH0526'NORTH OF SOUTHEAST CORNER OF SCHOOL, TABLET SET VERTICALLY IN
 FH0526'EAST BRICK WALL TO CRITTENDEN SCHOOL.
 FH0526
 FH0526                          STATION RECOVERY (1960)
 FH0526
 FH0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0283 ***********************************************************************
 GG0283  DESIGNATION -  N 163
 GG0283  PID         -  GG0283
 GG0283  STATE/COUNTY-  OK/CRAIG
 GG0283  COUNTRY     -  US
 GG0283  USGS QUAD   -  VINITA NE (2019)
 GG0283
 GG0283                         *CURRENT SURVEY CONTROL
 GG0283  ______________________________________________________________________
 GG0283* NAD 83(1986) POSITION- 36 40 09.     (N) 095 01 50.     (W)   SCALED
 GG0283* NAVD 88 ORTHO HEIGHT -   221.732 (meters)      727.47  (feet) ADJUSTED
 GG0283  ______________________________________________________________________
 GG0283  GEOID HEIGHT    -        -29.262 (meters)                     GEOID18
 GG0283  DYNAMIC HEIGHT  -        221.547 (meters)      726.86  (feet) COMP
 GG0283  MODELED GRAVITY -    979,794.8   (mgal)                       NAVD 88
 GG0283
 GG0283  VERT ORDER      -  SECOND    CLASS 0
 GG0283
 GG0283.The horizontal coordinates were scaled from a map and have
 GG0283.an estimated accuracy of +/- 6 seconds.
 GG0283
 GG0283.The orthometric height was determined by differential leveling and
 GG0283.adjusted by the NATIONAL GEODETIC SURVEY
 GG0283.in June 1991.
 GG0283
 GG0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0283.GEOID18 height accuracy estimate available here.
 GG0283
 GG0283.Click photographs - Photos may exist for this station.
 GG0283
 GG0283.The dynamic height is computed by dividing the NAVD 88
 GG0283.geopotential number by the normal gravity value computed on the
 GG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0283.degrees latitude (g = 980.6199 gals.).
 GG0283
 GG0283.The modeled gravity was interpolated from observed gravity values.
 GG0283
 GG0283;                    North         East    Units  Estimated Accuracy
 GG0283;SPC OK N     -   189,260.      865,410.      MT  (+/- 180 meters Scaled)
 GG0283
 GG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA185600(NAD 83)
 GG0283
 GG0283                          SUPERSEDED SURVEY CONTROL
 GG0283
 GG0283  NGVD 29 (??/??/92)  221.620  (m)          727.10   (f) ADJ UNCH    2 0
 GG0283
 GG0283.Superseded values are not recommended for survey control.
 GG0283
 GG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0283.See file dsdata.pdf to determine how the superseded data were derived.
 GG0283
 GG0283_MARKER: DB = BENCH MARK DISK
 GG0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0283_STAMPING: N 163 1934
 GG0283_MARK LOGO: CGS
 GG0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0283+STABILITY: SURFACE MOTION
 GG0283
 GG0283  HISTORY     - Date     Condition        Report By
 GG0283  HISTORY     - 1934     MONUMENTED       CGS
 GG0283
 GG0283                          STATION DESCRIPTION
 GG0283
 GG0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0283'4.2 MI SW FROM AFTON.
 GG0283'IN CRAIG COUNTY, 4.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN
 GG0283'FRANCISCO RAILWAY FROM THE STATION AT AFTON, OTTAWA COUNTY,
 GG0283'110 FEET WEST OF POLE 352+10, 1300 FEET EAST OF A
 GG0283'NORTH-AND-SOUTH DIRT-ROAD CROSSING, 42 FEET WEST OF POLE 3423,
 GG0283'AND 1 FOOT NORTH OF A FENCE AND A RIGHT-OF-WAY FENCE.  A
 GG0283'STANDARD DISK, STAMPED N 163 1934 AND SET IN THE TOP OF A
 GG0283'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0414 ***********************************************************************
 FH0414  DESIGNATION -  N 164
 FH0414  PID         -  FH0414
 FH0414  STATE/COUNTY-  OK/CHEROKEE
 FH0414  COUNTRY     -  US
 FH0414  USGS QUAD   -  TAHLEQUAH (2019)
 FH0414
 FH0414                         *CURRENT SURVEY CONTROL
 FH0414  ______________________________________________________________________
 FH0414* NAD 83(1986) POSITION- 35 54 45.     (N) 094 58 51.     (W)   SCALED
 FH0414* NAVD 88 ORTHO HEIGHT -   265.027 (meters)      869.51  (feet) ADJUSTED
 FH0414  ______________________________________________________________________
 FH0414  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 FH0414  DYNAMIC HEIGHT  -        264.790 (meters)      868.73  (feet) COMP
 FH0414  MODELED GRAVITY -    979,729.7   (mgal)                       NAVD 88
 FH0414
 FH0414  VERT ORDER      -  SECOND    CLASS 0
 FH0414
 FH0414.The horizontal coordinates were scaled from a map and have
 FH0414.an estimated accuracy of +/- 6 seconds.
 FH0414
 FH0414.The orthometric height was determined by differential leveling and
 FH0414.adjusted by the NATIONAL GEODETIC SURVEY
 FH0414.in June 1991.
 FH0414
 FH0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0414.GEOID18 height accuracy estimate available here.
 FH0414
 FH0414.Click photographs - Photos may exist for this station.
 FH0414
 FH0414.The dynamic height is computed by dividing the NAVD 88
 FH0414.geopotential number by the normal gravity value computed on the
 FH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0414.degrees latitude (g = 980.6199 gals.).
 FH0414
 FH0414.The modeled gravity was interpolated from observed gravity values.
 FH0414
 FH0414;                    North         East    Units  Estimated Accuracy
 FH0414;SPC OK N     -   105,480.      872,460.      MT  (+/- 180 meters Scaled)
 FH0414
 FH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV212760(NAD 83)
 FH0414
 FH0414                          SUPERSEDED SURVEY CONTROL
 FH0414
 FH0414  NGVD 29 (??/??/92)  264.892  (m)          869.07   (f) ADJ UNCH    2 0
 FH0414
 FH0414.Superseded values are not recommended for survey control.
 FH0414
 FH0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0414.See file dsdata.pdf to determine how the superseded data were derived.
 FH0414
 FH0414_MARKER: DB = BENCH MARK DISK
 FH0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0414_SP_SET: BUILDING
 FH0414_STAMPING: N 164 1934
 FH0414_MARK LOGO: CGS
 FH0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0414
 FH0414  HISTORY     - Date     Condition        Report By
 FH0414  HISTORY     - 1934     MONUMENTED       CGS
 FH0414  HISTORY     - 1960     GOOD             CGS
 FH0414
 FH0414                          STATION DESCRIPTION
 FH0414
 FH0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0414'AT TAHLEQUAH.
 FH0414'AT TAHLEQUAH, ALONG S.L. AND S.F.RY. AT STATION 24.8 FEET
 FH0414'SOUTHEAST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS AND
 FH0414'SAN FRANCISCO RY, 4.2 FEET ABOVE LEVEL OF BRICK PLATFORM, 3
 FH0414'FEET SOUTHWEST OF NORTH CORNER OF STATION, BRONZE TABLET SET
 FH0414'VERTICALLY IN NORTHWEST BRICK WALL OF ST. LOUIS AND SAN FRANCISCO
 FH0414'RY. STATION.
 FH0414
 FH0414                          STATION RECOVERY (1960)
 FH0414
 FH0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0346 ***********************************************************************
 DM0346  DESIGNATION -  N 165
 DM0346  PID         -  DM0346
 DM0346  STATE/COUNTY-  OK/MCCURTAIN
 DM0346  COUNTRY     -  US
 DM0346  USGS QUAD   -  IDABEL (2019)
 DM0346
 DM0346                         *CURRENT SURVEY CONTROL
 DM0346  ______________________________________________________________________
 DM0346* NAD 83(1986) POSITION- 33 55 19.     (N) 094 49 56.     (W)   SCALED
 DM0346* NAVD 88 ORTHO HEIGHT -   154.567 (meters)      507.11  (feet) ADJUSTED
 DM0346  ______________________________________________________________________
 DM0346  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DM0346  DYNAMIC HEIGHT  -        154.411 (meters)      506.60  (feet) COMP
 DM0346  MODELED GRAVITY -    979,623.3   (mgal)                       NAVD 88
 DM0346
 DM0346  VERT ORDER      -  SECOND    CLASS 0
 DM0346
 DM0346.The horizontal coordinates were scaled from a map and have
 DM0346.an estimated accuracy of +/- 6 seconds.
 DM0346
 DM0346.The orthometric height was determined by differential leveling and
 DM0346.adjusted by the NATIONAL GEODETIC SURVEY
 DM0346.in June 1991.
 DM0346
 DM0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0346.GEOID18 height accuracy estimate available here.
 DM0346
 DM0346.Click photographs - Photos may exist for this station.
 DM0346
 DM0346.The dynamic height is computed by dividing the NAVD 88
 DM0346.geopotential number by the normal gravity value computed on the
 DM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0346.degrees latitude (g = 980.6199 gals.).
 DM0346
 DM0346.The modeled gravity was interpolated from observed gravity values.
 DM0346
 DM0346;                    North         East    Units  Estimated Accuracy
 DM0346;SPC OK S     -    69,890.      892,870.      MT  (+/- 180 meters Scaled)
 DM0346
 DM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT306550(NAD 83)
 DM0346
 DM0346                          SUPERSEDED SURVEY CONTROL
 DM0346
 DM0346  NGVD 29 (??/??/92)  154.545  (m)          507.04   (f) ADJ UNCH    2 0
 DM0346
 DM0346.Superseded values are not recommended for survey control.
 DM0346
 DM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0346.See file dsdata.pdf to determine how the superseded data were derived.
 DM0346
 DM0346_MARKER: DB = BENCH MARK DISK
 DM0346_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM0346_STAMPING: N 165 1934
 DM0346_MARK LOGO: CGS
 DM0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0346
 DM0346  HISTORY     - Date     Condition        Report By
 DM0346  HISTORY     - 1934     MONUMENTED       CGS
 DM0346  HISTORY     - 1942     GOOD             LOCENG
 DM0346
 DM0346                          STATION DESCRIPTION
 DM0346
 DM0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0346'1.8 MI N FROM IDABEL.
 DM0346'1.8 MILE NORTH OF, ALONG U.S. HWY. 70, FROM COURTHOUSE.  ABOUT 105
 DM0346'FEET NORTHEAST OF NORTHEAST CORNER OF W.W. STARNES RESIDENCE.  97 FEET
 DM0346'NORTH OF NORTH SIDE OF STARNES SERVICE STATION.  41 FEET WEST OF
 DM0346'CENTERLINE OF U.S. HWY. 70.  20 FEET NORTHEAST OF POWER LINE POLE. 4.2
 DM0346'FEET WEST OF SOUTHEAST FENCE CORNER.  1.8 FEET SOUTH OF FENCE. TABLET
 DM0346'SET IN PRECAST CONCRETE POST.  NOTE-- SERVICE STATION HAS BEEN
 DM0346'REMOVED.  MARK IS 500 FT SOUTH OF CURVE TO NE.
 DM0346
 DM0346                          STATION RECOVERY (1942)
 DM0346
 DM0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 DM0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0350 ***********************************************************************
 EK0350  DESIGNATION -  N 167
 EK0350  PID         -  EK0350
 EK0350  STATE/COUNTY-  OK/LE FLORE
 EK0350  COUNTRY     -  US
 EK0350  USGS QUAD   -  PAGE (2018)
 EK0350
 EK0350                         *CURRENT SURVEY CONTROL
 EK0350  ______________________________________________________________________
 EK0350* NAD 83(1986) POSITION- 34 42 37.     (N) 094 32 54.     (W)   SCALED
 EK0350* NAVD 88 ORTHO HEIGHT -   281.408 (meters)      923.25  (feet) ADJUSTED
 EK0350  ______________________________________________________________________
 EK0350  GEOID HEIGHT    -        -31.248 (meters)                     GEOID18
 EK0350  DYNAMIC HEIGHT  -        281.103 (meters)      922.25  (feet) COMP
 EK0350  MODELED GRAVITY -    979,546.3   (mgal)                       NAVD 88
 EK0350
 EK0350  VERT ORDER      -  SECOND    CLASS 0
 EK0350
 EK0350.The horizontal coordinates were scaled from a map and have
 EK0350.an estimated accuracy of +/- 6 seconds.
 EK0350
 EK0350.The orthometric height was determined by differential leveling and
 EK0350.adjusted by the NATIONAL GEODETIC SURVEY
 EK0350.in June 1991.
 EK0350
 EK0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0350.GEOID18 height accuracy estimate available here.
 EK0350
 EK0350.Click photographs - Photos may exist for this station.
 EK0350
 EK0350.The dynamic height is computed by dividing the NAVD 88
 EK0350.geopotential number by the normal gravity value computed on the
 EK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0350.degrees latitude (g = 980.6199 gals.).
 EK0350
 EK0350.The modeled gravity was interpolated from observed gravity values.
 EK0350
 EK0350;                    North         East    Units  Estimated Accuracy
 EK0350;SPC OK S     -   158,140.      916,120.      MT  (+/- 180 meters Scaled)
 EK0350
 EK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU582420(NAD 83)
 EK0350
 EK0350                          SUPERSEDED SURVEY CONTROL
 EK0350
 EK0350  NGVD 29 (??/??/92)  281.296  (m)          922.89   (f) ADJ UNCH    2 0
 EK0350
 EK0350.Superseded values are not recommended for survey control.
 EK0350
 EK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0350.See file dsdata.pdf to determine how the superseded data were derived.
 EK0350
 EK0350_MARKER: DB = BENCH MARK DISK
 EK0350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0350_STAMPING: N 167 1934
 EK0350_MARK LOGO: CGS
 EK0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0350
 EK0350  HISTORY     - Date     Condition        Report By
 EK0350  HISTORY     - 1934     MONUMENTED       CGS
 EK0350  HISTORY     - 1959     GOOD             CGS
 EK0350
 EK0350                          STATION DESCRIPTION
 EK0350
 EK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0350'IN PAGE.
 EK0350'IN THE TOWN OF, PAGE 174 FEET SOUTHWEST OF CENTERLINE OF KANSAS
 EK0350'CITY SOUTHERN R.R. MAIN LINE TRACK, 84 FEET NORTHEAST OF
 EK0350'CENTERLINE OF FRONT ENTRANCE OF PAGE SCHOOL DIST. 59, 66 FEET
 EK0350'NORTH OF NORTH CORNER OF SCHOOL, 6 FEET SOUTHWEST OF NORTH
 EK0350'SCHOOL FENCE CORNER.
 EK0350
 EK0350                          STATION RECOVERY (1959)
 EK0350
 EK0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0310 ***********************************************************************
 EK0310  DESIGNATION -  N 168
 EK0310  PID         -  EK0310
 EK0310  STATE/COUNTY-  OK/MCCURTAIN
 EK0310  COUNTRY     -  US
 EK0310  USGS QUAD   -  BETHEL (2018)
 EK0310
 EK0310                         *CURRENT SURVEY CONTROL
 EK0310  ______________________________________________________________________
 EK0310* NAD 83(1986) POSITION- 34 21 25.     (N) 094 49 56.     (W)   SCALED
 EK0310* NAVD 88 ORTHO HEIGHT -   247.625 (meters)      812.42  (feet) ADJUSTED
 EK0310  ______________________________________________________________________
 EK0310  GEOID HEIGHT    -        -30.508 (meters)                     GEOID18
 EK0310  DYNAMIC HEIGHT  -        247.355 (meters)      811.53  (feet) COMP
 EK0310  MODELED GRAVITY -    979,538.0   (mgal)                       NAVD 88
 EK0310
 EK0310  VERT ORDER      -  SECOND    CLASS 0
 EK0310
 EK0310.The horizontal coordinates were scaled from a map and have
 EK0310.an estimated accuracy of +/- 6 seconds.
 EK0310
 EK0310.The orthometric height was determined by differential leveling and
 EK0310.adjusted by the NATIONAL GEODETIC SURVEY
 EK0310.in June 1991.
 EK0310
 EK0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0310.GEOID18 height accuracy estimate available here.
 EK0310
 EK0310.Click photographs - Photos may exist for this station.
 EK0310
 EK0310.The dynamic height is computed by dividing the NAVD 88
 EK0310.geopotential number by the normal gravity value computed on the
 EK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0310.degrees latitude (g = 980.6199 gals.).
 EK0310
 EK0310.The modeled gravity was interpolated from observed gravity values.
 EK0310
 EK0310;                    North         East    Units  Estimated Accuracy
 EK0310;SPC OK S     -   118,110.      891,360.      MT  (+/- 180 meters Scaled)
 EK0310
 EK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU314032(NAD 83)
 EK0310
 EK0310                          SUPERSEDED SURVEY CONTROL
 EK0310
 EK0310  NGVD 29 (??/??/92)  247.566  (m)          812.22   (f) ADJ UNCH    2 0
 EK0310
 EK0310.Superseded values are not recommended for survey control.
 EK0310
 EK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0310.See file dsdata.pdf to determine how the superseded data were derived.
 EK0310
 EK0310_MARKER: DB = BENCH MARK DISK
 EK0310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0310_STAMPING: N 168 1934
 EK0310_MARK LOGO: CGS
 EK0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0310
 EK0310  HISTORY     - Date     Condition        Report By
 EK0310  HISTORY     - 1934     MONUMENTED       CGS
 EK0310  HISTORY     - 1960     MARK NOT FOUND   CGS
 EK0310
 EK0310                          STATION DESCRIPTION
 EK0310
 EK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0310'IN BETHEL.
 EK0310'ON SOUTHEAST SLOPE OF HILL, 350 FEET SOUTHEAST OF SMALL FARM
 EK0310'HOUSE AT TOP OF HILL, ON SOUTHWEST SIDE OF HIGHWAY, 340 FEET
 EK0310'NORTHWEST OF NORTHWEST EDGE OF HIGHWAY BRIDGE OVER WILLIS CREEK,
 EK0310'61 FEET NORTH OF CENTERLINE OF R.R., 34 FEET SOUTHWEST OF
 EK0310'CENTERLINE OF ST. HWY. 21, 22 FEET NORTH OF CENTERLINE OF ROAD
 EK0310'PARALLEL TO TRACK.  TABLET SET IN PRECAST CONCRETE POST.
 EK0310
 EK0310                          STATION RECOVERY (1960)
 EK0310
 EK0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 EK0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0379 ***********************************************************************
 GG0379  DESIGNATION -  N 17
 GG0379  PID         -  GG0379
 GG0379  STATE/COUNTY-  OK/ROGERS
 GG0379  COUNTRY     -  US
 GG0379  USGS QUAD   -  OOLOGAH (2018)
 GG0379
 GG0379                         *CURRENT SURVEY CONTROL
 GG0379  ______________________________________________________________________
 GG0379* NAD 83(1986) POSITION- 36 28 53.     (N) 095 42 16.     (W)   SCALED
 GG0379* NAVD 88 ORTHO HEIGHT -   203.647 (meters)      668.13  (feet) ADJUSTED
 GG0379  ______________________________________________________________________
 GG0379  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 GG0379  DYNAMIC HEIGHT  -        203.476 (meters)      667.57  (feet) COMP
 GG0379  MODELED GRAVITY -    979,787.9   (mgal)                       NAVD 88
 GG0379
 GG0379  VERT ORDER      -  FIRST     CLASS II
 GG0379
 GG0379.The horizontal coordinates were scaled from a map and have
 GG0379.an estimated accuracy of +/- 6 seconds.
 GG0379
 GG0379.The orthometric height was determined by differential leveling and
 GG0379.adjusted by the NATIONAL GEODETIC SURVEY
 GG0379.in June 1991.
 GG0379
 GG0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0379.GEOID18 height accuracy estimate available here.
 GG0379
 GG0379.Click photographs - Photos may exist for this station.
 GG0379
 GG0379.The dynamic height is computed by dividing the NAVD 88
 GG0379.geopotential number by the normal gravity value computed on the
 GG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0379.degrees latitude (g = 980.6199 gals.).
 GG0379
 GG0379.The modeled gravity was interpolated from observed gravity values.
 GG0379
 GG0379;                    North         East    Units  Estimated Accuracy
 GG0379;SPC OK N     -   166,800.      805,680.      MT  (+/- 180 meters Scaled)
 GG0379
 GG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA577407(NAD 83)
 GG0379
 GG0379                          SUPERSEDED SURVEY CONTROL
 GG0379
 GG0379  NGVD 29 (??/??/92)  203.528  (m)          667.74   (f) ADJ UNCH    1 2
 GG0379
 GG0379.Superseded values are not recommended for survey control.
 GG0379
 GG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0379.See file dsdata.pdf to determine how the superseded data were derived.
 GG0379
 GG0379_MARKER: DB = BENCH MARK DISK
 GG0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0379_STAMPING: N 17 1933
 GG0379_MARK LOGO: CGS
 GG0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0379+STABILITY: SURFACE MOTION
 GG0379
 GG0379  HISTORY     - Date     Condition        Report By
 GG0379  HISTORY     - 1933     MONUMENTED       CGS
 GG0379  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0379
 GG0379                          STATION DESCRIPTION
 GG0379
 GG0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0379'2.3 MI N FROM OOLAGAH.
 GG0379'2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 GG0379'AT OOLOGAH, ROGERS COUNTY, ABOUT 13-1/2 POLES NORTH OF MILEPOST
 GG0379'624, AT A ROAD CROSSING, 43 FEET WEST OF THE WEST RAIL, 48 FEET
 GG0379'SOUTH OF THE CENTER LINE OF THE ROAD, AND 33 FEET EAST OF THE CENTER
 GG0379'LINE OF STATE HIGHWAY 16.  A STANDARD DISK, STAMPED N 17 1933
 GG0379'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GG0379'ABOVE GROUND.  NOTE-- NO EVIDENCE OF THIS MARK COULD BE FOUND
 GG0379'AND IT HAS PROBABLY BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0474 ***********************************************************************
 FJ0474  DESIGNATION -  N 170
 FJ0474  PID         -  FJ0474
 FJ0474  STATE/COUNTY-  OK/CANADIAN
 FJ0474  COUNTRY     -  US
 FJ0474  USGS QUAD   -  UNION CITY (2018)
 FJ0474
 FJ0474                         *CURRENT SURVEY CONTROL
 FJ0474  ______________________________________________________________________
 FJ0474* NAD 83(1986) POSITION- 35 28 19.     (N) 097 59 58.     (W)   SCALED
 FJ0474* NAVD 88 ORTHO HEIGHT -   428.209 (meters)     1404.88  (feet) POSTED
 FJ0474  ______________________________________________________________________
 FJ0474  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FJ0474  DYNAMIC HEIGHT  -        427.79  (meters)     1403.5   (feet) COMP
 FJ0474  MODELED GRAVITY -    979,637.6   (mgal)                       NAVD 88
 FJ0474
 FJ0474  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0474
 FJ0474.This mark is at El Reno Airport (F28)
 FJ0474
 FJ0474.The horizontal coordinates were scaled from a map and have
 FJ0474.an estimated accuracy of +/- 6 seconds.
 FJ0474
 FJ0474.The orthometric height was determined by differential leveling
 FJ0474.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0474
 FJ0474.* This is a POSTED BENCH MARK height.
 FJ0474
 FJ0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0474.GEOID18 height accuracy estimate available here.
 FJ0474
 FJ0474.Click photographs - Photos may exist for this station.
 FJ0474
 FJ0474.The dynamic height is computed by dividing the NAVD 88
 FJ0474.geopotential number by the normal gravity value computed on the
 FJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0474.degrees latitude (g = 980.6199 gals.).
 FJ0474
 FJ0474.The modeled gravity was interpolated from observed gravity values.
 FJ0474
 FJ0474;                    North         East    Units  Estimated Accuracy
 FJ0474;SPC OK N     -    52,360.      600,050.      MT  (+/- 180 meters Scaled)
 FJ0474
 FJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE907258(NAD 83)
 FJ0474
 FJ0474                          SUPERSEDED SURVEY CONTROL
 FJ0474
 FJ0474  NGVD 29 (??/??/92)  428.026  (m)         1404.28   (f) ADJ UNCH    1 2
 FJ0474
 FJ0474.Superseded values are not recommended for survey control.
 FJ0474
 FJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0474.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0474
 FJ0474_MARKER: DB = BENCH MARK DISK
 FJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0474_STAMPING: N 170 1953
 FJ0474_MARK LOGO: CGS
 FJ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0474+STABILITY: SURFACE MOTION
 FJ0474
 FJ0474  HISTORY     - Date     Condition        Report By
 FJ0474  HISTORY     - 1953     MONUMENTED       CGS
 FJ0474
 FJ0474                          STATION DESCRIPTION
 FJ0474
 FJ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0474'6.2 MI SW FROM EL RENO.
 FJ0474'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0474'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG U.S.
 FJ0474'HIGHWAY 66, THENCE 3.3 MILES SOUTH ALONG AN OILED ROAD, THENCE
 FJ0474'1.55 MILES WEST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ALONG
 FJ0474'AN OILED ROAD, 18 FEET NORTH OF THE CENTER OF THE EAST MAIN
 FJ0474'ENTRANCE TO THE MUSTANG AIRPORT, 80 FEET WEST OF THE CENTER LINE
 FJ0474'OF AN OILED ROAD, 135 FEET EAST OF THE NORTHEAST CORNER OF THE
 FJ0474'ADMINISTRATION BUILDING, 2.8 FEET EAST OF A BOARD FENCE, 3.8 FEET
 FJ0474'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FJ0474'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0042 ***********************************************************************
 FK0042  DESIGNATION -  N 171
 FK0042  PID         -  FK0042
 FK0042  STATE/COUNTY-  OK/BLAINE
 FK0042  COUNTRY     -  US
 FK0042  USGS QUAD   -  GEARY NORTH (2018)
 FK0042
 FK0042                         *CURRENT SURVEY CONTROL
 FK0042  ______________________________________________________________________
 FK0042* NAD 83(1986) POSITION- 35 39 49.     (N) 098 19 58.     (W)   SCALED
 FK0042* NAVD 88 ORTHO HEIGHT -   448.049 (meters)     1469.97  (feet) ADJUSTED
 FK0042  ______________________________________________________________________
 FK0042  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 FK0042  DYNAMIC HEIGHT  -        447.615 (meters)     1468.55  (feet) COMP
 FK0042  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 FK0042
 FK0042  VERT ORDER      -  FIRST     CLASS II
 FK0042
 FK0042.The horizontal coordinates were scaled from a map and have
 FK0042.an estimated accuracy of +/- 6 seconds.
 FK0042
 FK0042.The orthometric height was determined by differential leveling and
 FK0042.adjusted by the NATIONAL GEODETIC SURVEY
 FK0042.in June 1991.
 FK0042
 FK0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0042.GEOID18 height accuracy estimate available here.
 FK0042
 FK0042.Click photographs - Photos may exist for this station.
 FK0042
 FK0042.The dynamic height is computed by dividing the NAVD 88
 FK0042.geopotential number by the normal gravity value computed on the
 FK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0042.degrees latitude (g = 980.6199 gals.).
 FK0042
 FK0042.The modeled gravity was interpolated from observed gravity values.
 FK0042
 FK0042;                    North         East    Units  Estimated Accuracy
 FK0042;SPC OK N     -    73,680.      569,870.      MT  (+/- 180 meters Scaled)
 FK0042
 FK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE603468(NAD 83)
 FK0042
 FK0042                          SUPERSEDED SURVEY CONTROL
 FK0042
 FK0042  NGVD 29 (??/??/92)  447.857  (m)         1469.34   (f) ADJ UNCH    1 2
 FK0042
 FK0042.Superseded values are not recommended for survey control.
 FK0042
 FK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0042.See file dsdata.pdf to determine how the superseded data were derived.
 FK0042
 FK0042_MARKER: DB = BENCH MARK DISK
 FK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0042_STAMPING: N 171 1953
 FK0042_MARK LOGO: CGS
 FK0042_PROJECTION: PROJECTING 9 CENTIMETERS
 FK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0042+STABILITY: SURFACE MOTION
 FK0042
 FK0042  HISTORY     - Date     Condition        Report By
 FK0042  HISTORY     - 1953     MONUMENTED       CGS
 FK0042  HISTORY     - 1955     GOOD             CGS
 FK0042  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0042
 FK0042                          STATION DESCRIPTION
 FK0042
 FK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0042'2.7 MI NW FROM GEARY.
 FK0042'2.7 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0042'RAILROAD FROM THE STATION AT GEARY, 7 POLES SOUTHEAST OF MILEPOST
 FK0042'3, 85 FEET NORTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 46.5
 FK0042'FEET NORTHEAST OF THE NORTHEAST RAIL, 15 FEET NORTHEAST OF THE
 FK0042'7TH POLE SOUTHEAST OF MILEPOST 3, 2.6 FEET NORTHWEST OF A WITNESS
 FK0042'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 FK0042'ABOVE THE GROUND.
 FK0042
 FK0042                          STATION RECOVERY (1976)
 FK0042
 FK0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0167 ***********************************************************************
 FK0167  DESIGNATION -  N 172
 FK0167  PID         -  FK0167
 FK0167  STATE/COUNTY-  OK/CADDO
 FK0167  COUNTRY     -  US
 FK0167  USGS QUAD   -  HYDRO (2018)
 FK0167
 FK0167                         *CURRENT SURVEY CONTROL
 FK0167  ______________________________________________________________________
 FK0167* NAD 83(1986) POSITION- 35 32 42.     (N) 098 35 17.     (W)   SCALED
 FK0167* NAVD 88 ORTHO HEIGHT -   454.924 (meters)     1492.53  (feet) ADJUSTED
 FK0167  ______________________________________________________________________
 FK0167  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 FK0167  DYNAMIC HEIGHT  -        454.474 (meters)     1491.05  (feet) COMP
 FK0167  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 FK0167
 FK0167  VERT ORDER      -  FIRST     CLASS II
 FK0167
 FK0167.The horizontal coordinates were scaled from a map and have
 FK0167.an estimated accuracy of +/- 6 seconds.
 FK0167
 FK0167.The orthometric height was determined by differential leveling and
 FK0167.adjusted by the NATIONAL GEODETIC SURVEY
 FK0167.in June 1991.
 FK0167
 FK0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0167.GEOID18 height accuracy estimate available here.
 FK0167
 FK0167.Click photographs - Photos may exist for this station.
 FK0167
 FK0167.The dynamic height is computed by dividing the NAVD 88
 FK0167.geopotential number by the normal gravity value computed on the
 FK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0167.degrees latitude (g = 980.6199 gals.).
 FK0167
 FK0167.The modeled gravity was interpolated from observed gravity values.
 FK0167
 FK0167;                    North         East    Units  Estimated Accuracy
 FK0167;SPC OK S     -   245,500.      546,670.      MT  (+/- 180 meters Scaled)
 FK0167
 FK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE373335(NAD 83)
 FK0167
 FK0167                          SUPERSEDED SURVEY CONTROL
 FK0167
 FK0167  NGVD 29 (??/??/92)  454.729  (m)         1491.89   (f) ADJ UNCH    1 2
 FK0167
 FK0167.Superseded values are not recommended for survey control.
 FK0167
 FK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0167.See file dsdata.pdf to determine how the superseded data were derived.
 FK0167
 FK0167_MARKER: DB = BENCH MARK DISK
 FK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0167_STAMPING: N 172 1953
 FK0167_MARK LOGO: CGS
 FK0167_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0167+STABILITY: SURFACE MOTION
 FK0167
 FK0167  HISTORY     - Date     Condition        Report By
 FK0167  HISTORY     - 1953     MONUMENTED       CGS
 FK0167  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0167
 FK0167                          STATION DESCRIPTION
 FK0167
 FK0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0167'0.6 MI W FROM HYDRO.
 FK0167'0.55 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0167'RAILROAD FROM THE STATION AT HYDRO, 7 POLES WEST OF MILEPOST
 FK0167'555, 51 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 FK0167'45.2 FEET NORTH OF THE NORTH RAIL, 18.6 FEET EAST OF A FENCE
 FK0167'CORNER, 2 FEET SOUTH OF A FENCE, 3.3 FEET WEST OF A WITNESS
 FK0167'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 FK0167'ABOVE THE GROUND.
 FK0167
 FK0167                          STATION RECOVERY (1984)
 FK0167
 FK0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0203 ***********************************************************************
 FK0203  DESIGNATION -  N 173
 FK0203  PID         -  FK0203
 FK0203  STATE/COUNTY-  OK/CUSTER
 FK0203  COUNTRY     -  US
 FK0203  USGS QUAD   -  CLINTON (2018)
 FK0203
 FK0203                         *CURRENT SURVEY CONTROL
 FK0203  ______________________________________________________________________
 FK0203* NAD 83(1986) POSITION- 35 31 23.     (N) 098 55 35.     (W)   SCALED
 FK0203* NAVD 88 ORTHO HEIGHT -   459.252 (meters)     1506.73  (feet) ADJUSTED
 FK0203  ______________________________________________________________________
 FK0203  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 FK0203  DYNAMIC HEIGHT  -        458.793 (meters)     1505.22  (feet) COMP
 FK0203  MODELED GRAVITY -    979,619.8   (mgal)                       NAVD 88
 FK0203
 FK0203  VERT ORDER      -  FIRST     CLASS II
 FK0203
 FK0203.The horizontal coordinates were scaled from a map and have
 FK0203.an estimated accuracy of +/- 6 seconds.
 FK0203
 FK0203.The orthometric height was determined by differential leveling and
 FK0203.adjusted by the NATIONAL GEODETIC SURVEY
 FK0203.in June 1991.
 FK0203
 FK0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0203.GEOID18 height accuracy estimate available here.
 FK0203
 FK0203.Click photographs - Photos may exist for this station.
 FK0203
 FK0203.The dynamic height is computed by dividing the NAVD 88
 FK0203.geopotential number by the normal gravity value computed on the
 FK0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0203.degrees latitude (g = 980.6199 gals.).
 FK0203
 FK0203.The modeled gravity was interpolated from observed gravity values.
 FK0203
 FK0203;                    North         East    Units  Estimated Accuracy
 FK0203;SPC OK N     -    58,440.      515,970.      MT  (+/- 180 meters Scaled)
 FK0203
 FK0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE066310(NAD 83)
 FK0203
 FK0203                          SUPERSEDED SURVEY CONTROL
 FK0203
 FK0203  NGVD 29 (??/??/92)  459.048  (m)         1506.06   (f) ADJ UNCH    1 2
 FK0203
 FK0203.Superseded values are not recommended for survey control.
 FK0203
 FK0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0203.See file dsdata.pdf to determine how the superseded data were derived.
 FK0203
 FK0203_MARKER: DB = BENCH MARK DISK
 FK0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0203_STAMPING: N 173 1953
 FK0203_MARK LOGO: CGS
 FK0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0203+STABILITY: SURFACE MOTION
 FK0203
 FK0203  HISTORY     - Date     Condition        Report By
 FK0203  HISTORY     - 1953     MONUMENTED       CGS
 FK0203  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0203
 FK0203                          STATION DESCRIPTION
 FK0203
 FK0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0203'2.8 MI NE FROM CLINTON.
 FK0203'2.8 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0203'RAILROAD FROM THE STATION AT CLINTON, 1 POLE NORTH OF MILEPOST
 FK0203'578, 45 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 FK0203'CROSSING, 38.8 FEET WEST OF THE WEST RAIL, 9 FEET EAST OF A
 FK0203'FENCE, 3.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FK0203'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0203
 FK0203                          STATION RECOVERY (1981)
 FK0203
 FK0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0320 ***********************************************************************
 FK0320  DESIGNATION -  N 174
 FK0320  PID         -  FK0320
 FK0320  STATE/COUNTY-  OK/WASHITA
 FK0320  COUNTRY     -  US
 FK0320  USGS QUAD   -  CANUTE (2018)
 FK0320
 FK0320                         *CURRENT SURVEY CONTROL
 FK0320  ______________________________________________________________________
 FK0320* NAD 83(1986) POSITION- 35 25 28.     (N) 099 17 02.     (W)   SCALED
 FK0320* NAVD 88 ORTHO HEIGHT -   581.266 (meters)     1907.04  (feet) ADJUSTED
 FK0320  ______________________________________________________________________
 FK0320  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 FK0320  DYNAMIC HEIGHT  -        580.664 (meters)     1905.06  (feet) COMP
 FK0320  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 FK0320
 FK0320  VERT ORDER      -  FIRST     CLASS II
 FK0320
 FK0320.The horizontal coordinates were scaled from a map and have
 FK0320.an estimated accuracy of +/- 6 seconds.
 FK0320
 FK0320.The orthometric height was determined by differential leveling and
 FK0320.adjusted by the NATIONAL GEODETIC SURVEY
 FK0320.in June 1991.
 FK0320
 FK0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0320.GEOID18 height accuracy estimate available here.
 FK0320
 FK0320.Click photographs - Photos may exist for this station.
 FK0320
 FK0320.The dynamic height is computed by dividing the NAVD 88
 FK0320.geopotential number by the normal gravity value computed on the
 FK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0320.degrees latitude (g = 980.6199 gals.).
 FK0320
 FK0320.The modeled gravity was interpolated from observed gravity values.
 FK0320
 FK0320;                    North         East    Units  Estimated Accuracy
 FK0320;SPC OK S     -   232,710.      483,400.      MT  (+/- 180 meters Scaled)
 FK0320
 FK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME742201(NAD 83)
 FK0320
 FK0320                          SUPERSEDED SURVEY CONTROL
 FK0320
 FK0320  NGVD 29 (??/??/92)  581.020  (m)         1906.23   (f) ADJ UNCH    1 2
 FK0320
 FK0320.Superseded values are not recommended for survey control.
 FK0320
 FK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0320.See file dsdata.pdf to determine how the superseded data were derived.
 FK0320
 FK0320_MARKER: DB = BENCH MARK DISK
 FK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0320_STAMPING: N 174 1953
 FK0320_MARK LOGO: CGS
 FK0320_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0320+STABILITY: SURFACE MOTION
 FK0320
 FK0320  HISTORY     - Date     Condition        Report By
 FK0320  HISTORY     - 1953     MONUMENTED       CGS
 FK0320
 FK0320                          STATION DESCRIPTION
 FK0320
 FK0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0320'AT CANUTE.
 FK0320'AT CANUTE, 4 FEET SOUTH OF THE NORTHEAST CORNER OF THE CHICAGO,
 FK0320'ROCK ISLAND AND PACIFIC RAILROAD STATION, 40.4 FEET EAST OF THE
 FK0320'EAST RAIL OF THE MAIN TRACK, 11.6 FEET WEST OF THE WEST RAIL OF
 FK0320'A SIDE TRACK, 1 FOOT EAST OF THE EAST WALL OF THE RAILROAD STATION,
 FK0320'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FK0320'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0396 ***********************************************************************
 FK0396  DESIGNATION -  N 175
 FK0396  PID         -  FK0396
 FK0396  STATE/COUNTY-  OK/BECKHAM
 FK0396  COUNTRY     -  US
 FK0396  USGS QUAD   -  DOXEY (2018)
 FK0396
 FK0396                         *CURRENT SURVEY CONTROL
 FK0396  ______________________________________________________________________
 FK0396* NAD 83(1986) POSITION- 35 22 07.     (N) 099 31 22.     (W)   SCALED
 FK0396* NAVD 88 ORTHO HEIGHT -   620.353 (meters)     2035.27  (feet) ADJUSTED
 FK0396  ______________________________________________________________________
 FK0396  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 FK0396  DYNAMIC HEIGHT  -        619.702 (meters)     2033.14  (feet) COMP
 FK0396  MODELED GRAVITY -    979,564.2   (mgal)                       NAVD 88
 FK0396
 FK0396  VERT ORDER      -  FIRST     CLASS II
 FK0396
 FK0396.The horizontal coordinates were scaled from a map and have
 FK0396.an estimated accuracy of +/- 6 seconds.
 FK0396
 FK0396.The orthometric height was determined by differential leveling and
 FK0396.adjusted by the NATIONAL GEODETIC SURVEY
 FK0396.in June 1991.
 FK0396
 FK0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0396.GEOID18 height accuracy estimate available here.
 FK0396
 FK0396.Click photographs - Photos may exist for this station.
 FK0396
 FK0396.The dynamic height is computed by dividing the NAVD 88
 FK0396.geopotential number by the normal gravity value computed on the
 FK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0396.degrees latitude (g = 980.6199 gals.).
 FK0396
 FK0396.The modeled gravity was interpolated from observed gravity values.
 FK0396
 FK0396;                    North         East    Units  Estimated Accuracy
 FK0396;SPC OK S     -   226,810.      461,620.      MT  (+/- 180 meters Scaled)
 FK0396
 FK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME525140(NAD 83)
 FK0396
 FK0396                          SUPERSEDED SURVEY CONTROL
 FK0396
 FK0396  NGVD 29 (??/??/92)  620.097  (m)         2034.43   (f) ADJ UNCH    1 2
 FK0396
 FK0396.Superseded values are not recommended for survey control.
 FK0396
 FK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0396.See file dsdata.pdf to determine how the superseded data were derived.
 FK0396
 FK0396_MARKER: DB = BENCH MARK DISK
 FK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0396_STAMPING: N 175 1953
 FK0396_MARK LOGO: CGS
 FK0396_PROJECTION: RECESSED 30 CENTIMETERS
 FK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0396+STABILITY: SURFACE MOTION
 FK0396
 FK0396  HISTORY     - Date     Condition        Report By
 FK0396  HISTORY     - 1953     MONUMENTED       CGS
 FK0396  HISTORY     - 1955     GOOD             CGS
 FK0396
 FK0396                          STATION DESCRIPTION
 FK0396
 FK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0396'8 MI SW FROM ELK CITY.
 FK0396'8.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0396'RAILROAD FROM THE STATION AT ELK CITY, 66 FEET NORTHWEST OF THE
 FK0396'CENTER OF A ROAD CROSSING, 45.7 FEET NORTH OF THE NORTH RAIL,
 FK0396'12 FEET WEST OF A FENCE CORNER, 2.2 FEET SOUTH OF A FENCE, 3
 FK0396'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0396'WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0424 ***********************************************************************
 FK0424  DESIGNATION -  N 176
 FK0424  PID         -  FK0424
 FK0424  STATE/COUNTY-  OK/BECKHAM
 FK0424  COUNTRY     -  US
 FK0424  USGS QUAD   -  ERICK (2018)
 FK0424
 FK0424                         *CURRENT SURVEY CONTROL
 FK0424  ______________________________________________________________________
 FK0424* NAD 83(1986) POSITION- 35 13 13.     (N) 099 50 25.     (W)   SCALED
 FK0424* NAVD 88 ORTHO HEIGHT -   623.020 (meters)     2044.02  (feet) ADJUSTED
 FK0424  ______________________________________________________________________
 FK0424  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 FK0424  DYNAMIC HEIGHT  -        622.388 (meters)     2041.95  (feet) COMP
 FK0424  MODELED GRAVITY -    979,600.2   (mgal)                       NAVD 88
 FK0424
 FK0424  VERT ORDER      -  FIRST     CLASS II
 FK0424
 FK0424.The horizontal coordinates were scaled from a map and have
 FK0424.an estimated accuracy of +/- 6 seconds.
 FK0424
 FK0424.The orthometric height was determined by differential leveling and
 FK0424.adjusted by the NATIONAL GEODETIC SURVEY
 FK0424.in June 1991.
 FK0424
 FK0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0424.GEOID18 height accuracy estimate available here.
 FK0424
 FK0424.Click photographs - Photos may exist for this station.
 FK0424
 FK0424.The dynamic height is computed by dividing the NAVD 88
 FK0424.geopotential number by the normal gravity value computed on the
 FK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0424.degrees latitude (g = 980.6199 gals.).
 FK0424
 FK0424.The modeled gravity was interpolated from observed gravity values.
 FK0424
 FK0424;                    North         East    Units  Estimated Accuracy
 FK0424;SPC OK S     -   210,840.      432,470.      MT  (+/- 180 meters Scaled)
 FK0424
 FK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD235977(NAD 83)
 FK0424
 FK0424                          SUPERSEDED SURVEY CONTROL
 FK0424
 FK0424  NGVD 29 (??/??/92)  622.796  (m)         2043.29   (f) ADJ UNCH    1 2
 FK0424
 FK0424.Superseded values are not recommended for survey control.
 FK0424
 FK0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0424.See file dsdata.pdf to determine how the superseded data were derived.
 FK0424
 FK0424_MARKER: DB = BENCH MARK DISK
 FK0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0424_STAMPING: N 176 1953
 FK0424_MARK LOGO: CGS
 FK0424_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0424+STABILITY: SURFACE MOTION
 FK0424
 FK0424  HISTORY     - Date     Condition        Report By
 FK0424  HISTORY     - 1953     MONUMENTED       CGS
 FK0424
 FK0424                          STATION DESCRIPTION
 FK0424
 FK0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0424'1.4 MI NE FROM ERICK.
 FK0424'1.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0424'RAILROAD FROM THE STATION AT ERICK, 19 1/2 POLES WEST OF MILEPOST
 FK0424'639, 71 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 FK0424'45.3 FEET SOUTH OF THE SOUTH RAIL, 2.4 FEET NORTH OF A FENCE,
 FK0424'2.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0424'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0652 ***********************************************************************
 FJ0652  DESIGNATION -  N 18
 FJ0652  PID         -  FJ0652
 FJ0652  STATE/COUNTY-  OK/CREEK
 FJ0652  COUNTRY     -  US
 FJ0652  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0652
 FJ0652                         *CURRENT SURVEY CONTROL
 FJ0652  ______________________________________________________________________
 FJ0652* NAD 83(1986) POSITION- 35 59 17.91   (N) 096 06 16.06   (W)   HD_HELD1
 FJ0652* NAVD 88 ORTHO HEIGHT -   207.059 (meters)      679.33  (feet) ADJUSTED
 FJ0652  ______________________________________________________________________
 FJ0652  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 FJ0652  DYNAMIC HEIGHT  -        206.877 (meters)      678.73  (feet) COMP
 FJ0652  MODELED GRAVITY -    979,747.3   (mgal)                       NAVD 88
 FJ0652
 FJ0652  VERT ORDER      -  FIRST     CLASS II
 FJ0652
 FJ0652.The horizontal coordinates were determined by differentially corrected
 FJ0652.hand held GPS observations or other comparable positioning techniques
 FJ0652.and have an estimated accuracy of +/- 3 meters.
 FJ0652
 FJ0652.The orthometric height was determined by differential leveling and
 FJ0652.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0652.in June 1991.
 FJ0652
 FJ0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0652.GEOID18 height accuracy estimate available here.
 FJ0652
 FJ0652.Click photographs - Photos may exist for this station.
 FJ0652
 FJ0652.The dynamic height is computed by dividing the NAVD 88
 FJ0652.geopotential number by the normal gravity value computed on the
 FJ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0652.degrees latitude (g = 980.6199 gals.).
 FJ0652
 FJ0652.The modeled gravity was interpolated from observed gravity values.
 FJ0652
 FJ0652;                    North         East    Units  Estimated Accuracy
 FJ0652;SPC OK N     -   111,323.9     770,914.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0652
 FJ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6104186529(NAD 83)
 FJ0652
 FJ0652                          SUPERSEDED SURVEY CONTROL
 FJ0652
 FJ0652  NGVD 29 (??/??/92)  206.951  (m)          678.97   (f) ADJ UNCH    1 2
 FJ0652
 FJ0652.Superseded values are not recommended for survey control.
 FJ0652
 FJ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0652.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0652
 FJ0652_MARKER: DB = BENCH MARK DISK
 FJ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0652_STAMPING: N 18 1933
 FJ0652_MARK LOGO: CGS
 FJ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0652+STABILITY: SURFACE MOTION
 FJ0652
 FJ0652  HISTORY     - Date     Condition        Report By
 FJ0652  HISTORY     - 1933     MONUMENTED       CGS
 FJ0652  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0652  HISTORY     - 19940331 MARK NOT FOUND   NGS
 FJ0652  HISTORY     - 20220531 MARK NOT FOUND   OKDOT
 FJ0652
 FJ0652                          STATION DESCRIPTION
 FJ0652
 FJ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0652'0.8 MI S FROM SAPULPA.
 FJ0652'ABOUT 3/4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FJ0652'FROM THE STATION AT SAPULPA, CREEK COUNTY, ABOUT 100 FEET NORTH
 FJ0652'OF POLE 438+5, AT A ROAD CROSSING, 44 FEET SOUTH OF THE CENTER
 FJ0652'LINE OF THE ROAD, AND ABOUT 30 FEET EAST OF THE EAST RAIL OF
 FJ0652'THE MAIN TRACK.  A STANDARD DISK, STAMPED N 18 1933 AND SET IN
 FJ0652'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 FJ0652'GROUND.
 FJ0652
 FJ0652                          STATION RECOVERY (1988)
 FJ0652
 FJ0652'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0652'MARK NOT FOUND.
 FJ0652
 FJ0652                          STATION RECOVERY (1994)
 FJ0652
 FJ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0652'MARK NOT FOUND.
 FJ0652
 FJ0652                          STATION RECOVERY (2022)
 FJ0652
 FJ0652'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0652'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0525 ***********************************************************************
 GH0525  DESIGNATION -  N 180
 GH0525  PID         -  GH0525
 GH0525  STATE/COUNTY-  OK/GRANT
 GH0525  COUNTRY     -  US
 GH0525  USGS QUAD   -  WAKITA (2018)
 GH0525
 GH0525                         *CURRENT SURVEY CONTROL
 GH0525  ______________________________________________________________________
 GH0525* NAD 83(1986) POSITION- 36 55 20.     (N) 097 57 40.     (W)   SCALED
 GH0525* NAVD 88 ORTHO HEIGHT -   352.870 (meters)     1157.71  (feet) ADJUSTED
 GH0525  ______________________________________________________________________
 GH0525  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 GH0525  DYNAMIC HEIGHT  -        352.578 (meters)     1156.75  (feet) COMP
 GH0525  MODELED GRAVITY -    979,794.6   (mgal)                       NAVD 88
 GH0525
 GH0525  VERT ORDER      -  FIRST     CLASS II
 GH0525
 GH0525.The horizontal coordinates were scaled from a map and have
 GH0525.an estimated accuracy of +/- 6 seconds.
 GH0525
 GH0525.The orthometric height was determined by differential leveling and
 GH0525.adjusted by the NATIONAL GEODETIC SURVEY
 GH0525.in June 1991.
 GH0525
 GH0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0525.GEOID18 height accuracy estimate available here.
 GH0525
 GH0525.Click photographs - Photos may exist for this station.
 GH0525
 GH0525.The dynamic height is computed by dividing the NAVD 88
 GH0525.geopotential number by the normal gravity value computed on the
 GH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0525.degrees latitude (g = 980.6199 gals.).
 GH0525
 GH0525.The modeled gravity was interpolated from observed gravity values.
 GH0525
 GH0525;                    North         East    Units  Estimated Accuracy
 GH0525;SPC OK N     -   213,290.      603,470.      MT  (+/- 180 meters Scaled)
 GH0525
 GH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF925867(NAD 83)
 GH0525
 GH0525                          SUPERSEDED SURVEY CONTROL
 GH0525
 GH0525  NGVD 29 (??/??/92)  352.761  (m)         1157.35   (f) ADJ UNCH    1 2
 GH0525
 GH0525.Superseded values are not recommended for survey control.
 GH0525
 GH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0525.See file dsdata.pdf to determine how the superseded data were derived.
 GH0525
 GH0525_MARKER: DB = BENCH MARK DISK
 GH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0525_STAMPING: N 180 1953
 GH0525_MARK LOGO: CGS
 GH0525_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0525+STABILITY: SURFACE MOTION
 GH0525
 GH0525  HISTORY     - Date     Condition        Report By
 GH0525  HISTORY     - 1953     MONUMENTED       CGS
 GH0525  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0525
 GH0525                          STATION DESCRIPTION
 GH0525
 GH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0525'3.4 MI NW FROM WAKITA.
 GH0525'3.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0525'RAILROAD FROM THE STATION AT WAKITA, 9 POLES SOUTHEAST OF
 GH0525'MILEPOST 87, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET
 GH0525'SOUTHWEST OF A TELEPHONE POLE, 2.6 FEET NORTHEAST OF A FENCE,
 GH0525'2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GH0525'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0525
 GH0525                          STATION RECOVERY (1985)
 GH0525
 GH0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0525'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0493 ***********************************************************************
 GH0493  DESIGNATION -  N 181
 GH0493  PID         -  GH0493
 GH0493  STATE/COUNTY-  OK/GRANT
 GH0493  COUNTRY     -  US
 GH0493  USGS QUAD   -  POND CREEK (2018)
 GH0493
 GH0493                         *CURRENT SURVEY CONTROL
 GH0493  ______________________________________________________________________
 GH0493* NAD 83(1986) POSITION- 36 41 37.     (N) 097 47 45.     (W)   SCALED
 GH0493* NAVD 88 ORTHO HEIGHT -   318.629 (meters)     1045.37  (feet) ADJUSTED
 GH0493  ______________________________________________________________________
 GH0493  GEOID HEIGHT    -        -27.996 (meters)                     GEOID18
 GH0493  DYNAMIC HEIGHT  -        318.361 (meters)     1044.49  (feet) COMP
 GH0493  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 GH0493
 GH0493  VERT ORDER      -  FIRST     CLASS II
 GH0493
 GH0493.The horizontal coordinates were scaled from a map and have
 GH0493.an estimated accuracy of +/- 6 seconds.
 GH0493
 GH0493.The orthometric height was determined by differential leveling and
 GH0493.adjusted by the NATIONAL GEODETIC SURVEY
 GH0493.in June 1991.
 GH0493
 GH0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0493.GEOID18 height accuracy estimate available here.
 GH0493
 GH0493.Click photographs - Photos may exist for this station.
 GH0493
 GH0493.The dynamic height is computed by dividing the NAVD 88
 GH0493.geopotential number by the normal gravity value computed on the
 GH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0493.degrees latitude (g = 980.6199 gals.).
 GH0493
 GH0493.The modeled gravity was interpolated from observed gravity values.
 GH0493
 GH0493;                    North         East    Units  Estimated Accuracy
 GH0493;SPC OK N     -   187,940.      618,250.      MT  (+/- 180 meters Scaled)
 GH0493
 GH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF075615(NAD 83)
 GH0493
 GH0493                          SUPERSEDED SURVEY CONTROL
 GH0493
 GH0493  NGVD 29 (??/??/92)  318.514  (m)         1044.99   (f) ADJ UNCH    1 2
 GH0493
 GH0493.Superseded values are not recommended for survey control.
 GH0493
 GH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0493.See file dsdata.pdf to determine how the superseded data were derived.
 GH0493
 GH0493_MARKER: DB = BENCH MARK DISK
 GH0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0493_SP_SET: PIER
 GH0493_STAMPING: N 181 1953
 GH0493_MARK LOGO: CGS
 GH0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0493
 GH0493  HISTORY     - Date     Condition        Report By
 GH0493  HISTORY     - 1953     MONUMENTED       CGS
 GH0493  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0493
 GH0493                          STATION DESCRIPTION
 GH0493
 GH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0493'1.9 MI S FROM JEFFERSON.
 GH0493'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0493'RAILROAD FROM THE STATION AT JEFFERSON, 5 FEET WEST OF THE WEST
 GH0493'RAIL, 4 FEET BELOW THE TOP OF THE RAILS, AT A STEEL BRIDGE OVER
 GH0493'THE SALT FORK RIVER, AT THE PIER AT THE SOUTH END OF THE BRIDGE,
 GH0493'SET IN THE TOP OF THE WEST END OF THE CAP OF THE CONCRETE PIER.
 GH0493
 GH0493                          STATION RECOVERY (1985)
 GH0493
 GH0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0493'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0427 ***********************************************************************
 GH0427  DESIGNATION -  N 182
 GH0427  PID         -  GH0427
 GH0427  STATE/COUNTY-  OK/GARFIELD
 GH0427  COUNTRY     -  US
 GH0427  USGS QUAD   -  ENID EAST (2018)
 GH0427
 GH0427                         *CURRENT SURVEY CONTROL
 GH0427  ______________________________________________________________________
 GH0427* NAD 83(1986) POSITION- 36 27 00.     (N) 097 52 21.     (W)   SCALED
 GH0427* NAVD 88 ORTHO HEIGHT -   390.430 (meters)     1280.94  (feet) ADJUSTED
 GH0427  ______________________________________________________________________
 GH0427  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 GH0427  DYNAMIC HEIGHT  -        390.089 (meters)     1279.82  (feet) COMP
 GH0427  MODELED GRAVITY -    979,746.5   (mgal)                       NAVD 88
 GH0427
 GH0427  VERT ORDER      -  FIRST     CLASS II
 GH0427
 GH0427.The horizontal coordinates were scaled from a map and have
 GH0427.an estimated accuracy of +/- 6 seconds.
 GH0427
 GH0427.The orthometric height was determined by differential leveling and
 GH0427.adjusted by the NATIONAL GEODETIC SURVEY
 GH0427.in June 1991.
 GH0427
 GH0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0427.GEOID18 height accuracy estimate available here.
 GH0427
 GH0427.Click photographs - Photos may exist for this station.
 GH0427
 GH0427.The dynamic height is computed by dividing the NAVD 88
 GH0427.geopotential number by the normal gravity value computed on the
 GH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0427.degrees latitude (g = 980.6199 gals.).
 GH0427
 GH0427.The modeled gravity was interpolated from observed gravity values.
 GH0427
 GH0427;                    North         East    Units  Estimated Accuracy
 GH0427;SPC OK N     -   160,890.      611,430.      MT  (+/- 180 meters Scaled)
 GH0427
 GH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF010344(NAD 83)
 GH0427
 GH0427                          SUPERSEDED SURVEY CONTROL
 GH0427
 GH0427  NGVD 29 (??/??/92)  390.284  (m)         1280.46   (f) ADJ UNCH    1 2
 GH0427
 GH0427.Superseded values are not recommended for survey control.
 GH0427
 GH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0427.See file dsdata.pdf to determine how the superseded data were derived.
 GH0427
 GH0427_MARKER: DB = BENCH MARK DISK
 GH0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0427_STAMPING: N 182 1953
 GH0427_MARK LOGO: CGS
 GH0427_PROJECTION: FLUSH
 GH0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0427+STABILITY: SURFACE MOTION
 GH0427
 GH0427  HISTORY     - Date     Condition        Report By
 GH0427  HISTORY     - 1953     MONUMENTED       CGS
 GH0427
 GH0427                          STATION DESCRIPTION
 GH0427
 GH0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0427'4.3 MI N FROM ENID.
 GH0427'4.3 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT ENID,
 GH0427'AT THE NORTH AIRPORT, 39 FEET EAST OF THE CENTER LINE OF THE
 GH0427'HIGHWAY, 31 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE
 GH0427'AIRPORT, 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 GH0427'HOUSE, IN THE SOUTHWEST CORNER OF A YARD, SET IN THE TOP OF A
 GH0427'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0383 ***********************************************************************
 GH0383  DESIGNATION -  N 183
 GH0383  PID         -  GH0383
 GH0383  STATE/COUNTY-  OK/GARFIELD
 GH0383  COUNTRY     -  US
 GH0383  USGS QUAD   -  BISON (2018)
 GH0383
 GH0383                         *CURRENT SURVEY CONTROL
 GH0383  ______________________________________________________________________
 GH0383* NAD 83(1986) POSITION- 36 10 26.     (N) 097 53 31.     (W)   SCALED
 GH0383* NAVD 88 ORTHO HEIGHT -   368.479 (meters)     1208.92  (feet) ADJUSTED
 GH0383  ______________________________________________________________________
 GH0383  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 GH0383  DYNAMIC HEIGHT  -        368.149 (meters)     1207.84  (feet) COMP
 GH0383  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 GH0383
 GH0383  VERT ORDER      -  FIRST     CLASS II
 GH0383
 GH0383.The horizontal coordinates were scaled from a map and have
 GH0383.an estimated accuracy of +/- 6 seconds.
 GH0383
 GH0383.The orthometric height was determined by differential leveling and
 GH0383.adjusted by the NATIONAL GEODETIC SURVEY
 GH0383.in June 1991.
 GH0383
 GH0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0383.GEOID18 height accuracy estimate available here.
 GH0383
 GH0383.Click photographs - Photos may exist for this station.
 GH0383
 GH0383.The dynamic height is computed by dividing the NAVD 88
 GH0383.geopotential number by the normal gravity value computed on the
 GH0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0383.degrees latitude (g = 980.6199 gals.).
 GH0383
 GH0383.The modeled gravity was interpolated from observed gravity values.
 GH0383
 GH0383;                    North         East    Units  Estimated Accuracy
 GH0383;SPC OK N     -   130,250.      609,720.      MT  (+/- 180 meters Scaled)
 GH0383
 GH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF996038(NAD 83)
 GH0383
 GH0383                          SUPERSEDED SURVEY CONTROL
 GH0383
 GH0383  NGVD 29 (??/??/92)  368.305  (m)         1208.35   (f) SUPERSEDED  1 2
 GH0383  NGVD 29 (04/22/92)  368.305  (m)         1208.35   (f) ADJUSTED    1 2
 GH0383
 GH0383.Superseded values are not recommended for survey control.
 GH0383
 GH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0383.See file dsdata.pdf to determine how the superseded data were derived.
 GH0383
 GH0383_MARKER: DB = BENCH MARK DISK
 GH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0383_STAMPING: N 183 1953
 GH0383_MARK LOGO: CGS
 GH0383_PROJECTION: PROJECTING 10 CENTIMETERS
 GH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0383+STABILITY: SURFACE MOTION
 GH0383
 GH0383  HISTORY     - Date     Condition        Report By
 GH0383  HISTORY     - 1953     MONUMENTED       CGS
 GH0383  HISTORY     - 1985     GOOD             NGS
 GH0383
 GH0383                          STATION DESCRIPTION
 GH0383
 GH0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0383'1.5 MI S FROM BISON.
 GH0383'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0383'RAILROAD FROM THE STATION AT BISON, AT A ROAD CROSSING, 124
 GH0383'FEET SOUTH OF THE CENTER LINE OF A ROAD, 35 FEET WEST OF THE
 GH0383'WEST RAIL, 6 FEET SOUTH OF THE 1ST POLE NORTH OF MILEPOST
 GH0383'357, 10 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 GH0383'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GH0383'THE GROUND.
 GH0383
 GH0383                          STATION RECOVERY (1985)
 GH0383
 GH0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0383'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.38 KM (1.48
 GH0383'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF MAIN STREET AT
 GH0383'BISON, THENCE 0.17 KM (0.11 MI) WEST ALONG A GRAVEL SECTION LINE ROAD,
 GH0383'IN THE SOUTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND,
 GH0383'AND PACIFIC RAILROAD, 1 KM (0.6 MI) NORTH OF THE GARFIELD-KINGFISHER
 GH0383'COUNTY LINE, 37.8 METERS (124 FT) SOUTH OF THE CENTER OF THE ROAD,
 GH0383'10.7 METERS (35 FT) WEST OF THE WEST RAIL, 44. METERS (145 FT)
 GH0383'NORTH-NORTHWEST OF RAILROAD MILEPOLE 357 AND 3.0 METERS (10 FT) EAST
 GH0383'OF A FENCE.
 GH0383'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0383'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0586 ***********************************************************************
 FJ0586  DESIGNATION -  N 184
 FJ0586  PID         -  FJ0586
 FJ0586  STATE/COUNTY-  OK/KINGFISHER
 FJ0586  COUNTRY     -  US
 FJ0586  USGS QUAD   -  DOVER (2018)
 FJ0586
 FJ0586                         *CURRENT SURVEY CONTROL
 FJ0586  ______________________________________________________________________
 FJ0586* NAD 83(1986) POSITION- 35 58 13.     (N) 097 54 48.     (W)   SCALED
 FJ0586* NAVD 88 ORTHO HEIGHT -   312.680 (meters)     1025.85  (feet) ADJUSTED
 FJ0586  ______________________________________________________________________
 FJ0586  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 FJ0586  DYNAMIC HEIGHT  -        312.398 (meters)     1024.93  (feet) COMP
 FJ0586  MODELED GRAVITY -    979,722.2   (mgal)                       NAVD 88
 FJ0586
 FJ0586  VERT ORDER      -  FIRST     CLASS II
 FJ0586
 FJ0586.The horizontal coordinates were scaled from a map and have
 FJ0586.an estimated accuracy of +/- 6 seconds.
 FJ0586
 FJ0586.The orthometric height was determined by differential leveling and
 FJ0586.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0586.in June 1991.
 FJ0586
 FJ0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0586.GEOID18 height accuracy estimate available here.
 FJ0586
 FJ0586.Click photographs - Photos may exist for this station.
 FJ0586
 FJ0586.The dynamic height is computed by dividing the NAVD 88
 FJ0586.geopotential number by the normal gravity value computed on the
 FJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0586.degrees latitude (g = 980.6199 gals.).
 FJ0586
 FJ0586.The modeled gravity was interpolated from observed gravity values.
 FJ0586
 FJ0586;                    North         East    Units  Estimated Accuracy
 FJ0586;SPC OK N     -   107,660.      607,820.      MT  (+/- 180 meters Scaled)
 FJ0586
 FJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE979811(NAD 83)
 FJ0586
 FJ0586                          SUPERSEDED SURVEY CONTROL
 FJ0586
 FJ0586  NGVD 29 (??/??/92)  312.591  (m)         1025.56   (f) SUPERSEDED  1 2
 FJ0586  NGVD 29 (04/22/92)  312.517  (m)         1025.32   (f) ADJUSTED    1 2
 FJ0586
 FJ0586.Superseded values are not recommended for survey control.
 FJ0586
 FJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0586.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0586
 FJ0586_MARKER: DB = BENCH MARK DISK
 FJ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0586_STAMPING: N 184 1953
 FJ0586_MARK LOGO: CGS
 FJ0586_PROJECTION: PROJECTING 18 CENTIMETERS
 FJ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0586+STABILITY: SURFACE MOTION
 FJ0586
 FJ0586  HISTORY     - Date     Condition        Report By
 FJ0586  HISTORY     - 1953     MONUMENTED       CGS
 FJ0586  HISTORY     - 1985     GOOD             NGS
 FJ0586
 FJ0586                          STATION DESCRIPTION
 FJ0586
 FJ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0586'0.6 MI S FROM DOVER.
 FJ0586'0.6 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0586'FROM THE STATION AT DOVER, 120 FEET SOUTHEAST OF THE SOUTHEAST
 FJ0586'CORNER OF BRIDGE 371, 95 FEET WEST OF THE CENTER LINE OF U.S.
 FJ0586'HIGHWAY 81, 43 FEET EAST OF THE EAST RAIL, 4 FEET NORTH OF A
 FJ0586'TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FJ0586'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0586
 FJ0586                          STATION RECOVERY (1985)
 FJ0586
 FJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0586'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.16 KM (0.72
 FJ0586'MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT DOVER,
 FJ0586'29.0 METERS (95 FT) WEST OF THE HIGHWAY CENTERLINE, 36.6 METERS (120
 FJ0586'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD BRIDGE OF THE
 FJ0586'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT RAILROAD MILEPOLE 371,
 FJ0586'29.0 METERS (95 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FOUR PIPE
 FJ0586'CONCRETE PIPE CULVERT, 28.7 METERS (94.5 FT) NORTHWEST OF THE
 FJ0586'NORTHWEST CORNER OF A 8 BY 10 FOOT BURIED CABLE SERVICE BOOTH AND 13.1
 FJ0586'METERS (43 FT) EAST OF THE EAST RAIL.
 FJ0586'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0586'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0553 ***********************************************************************
 FJ0553  DESIGNATION -  N 185
 FJ0553  PID         -  FJ0553
 FJ0553  STATE/COUNTY-  OK/CANADIAN
 FJ0553  COUNTRY     -  US
 FJ0553  USGS QUAD   -  OKARCHE (2018)
 FJ0553
 FJ0553                         *CURRENT SURVEY CONTROL
 FJ0553  ______________________________________________________________________
 FJ0553* NAD 83(1986) POSITION- 35 42 08.     (N) 097 58 55.     (W)   SCALED
 FJ0553* NAVD 88 ORTHO HEIGHT -   378.281 (meters)     1241.08  (feet) ADJUSTED
 FJ0553  ______________________________________________________________________
 FJ0553  GEOID HEIGHT    -        -27.070 (meters)                     GEOID18
 FJ0553  DYNAMIC HEIGHT  -        377.926 (meters)     1239.91  (feet) COMP
 FJ0553  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 FJ0553
 FJ0553  VERT ORDER      -  FIRST     CLASS II
 FJ0553
 FJ0553.The horizontal coordinates were scaled from a map and have
 FJ0553.an estimated accuracy of +/- 6 seconds.
 FJ0553
 FJ0553.The orthometric height was determined by differential leveling and
 FJ0553.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0553.in June 1991.
 FJ0553
 FJ0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0553.GEOID18 height accuracy estimate available here.
 FJ0553
 FJ0553.Click photographs - Photos may exist for this station.
 FJ0553
 FJ0553.The dynamic height is computed by dividing the NAVD 88
 FJ0553.geopotential number by the normal gravity value computed on the
 FJ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0553.degrees latitude (g = 980.6199 gals.).
 FJ0553
 FJ0553.The modeled gravity was interpolated from observed gravity values.
 FJ0553
 FJ0553;                    North         East    Units  Estimated Accuracy
 FJ0553;SPC OK N     -    77,910.      601,630.      MT  (+/- 180 meters Scaled)
 FJ0553
 FJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE921513(NAD 83)
 FJ0553
 FJ0553                          SUPERSEDED SURVEY CONTROL
 FJ0553
 FJ0553  NGVD 29 (??/??/92)  378.130  (m)         1240.58   (f) ADJ UNCH    1 2
 FJ0553
 FJ0553.Superseded values are not recommended for survey control.
 FJ0553
 FJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0553.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0553
 FJ0553_MARKER: DB = BENCH MARK DISK
 FJ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0553_STAMPING: N 185 1953
 FJ0553_MARK LOGO: CGS
 FJ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0553+STABILITY: SURFACE MOTION
 FJ0553
 FJ0553  HISTORY     - Date     Condition        Report By
 FJ0553  HISTORY     - 1953     MONUMENTED       CGS
 FJ0553
 FJ0553                          STATION DESCRIPTION
 FJ0553
 FJ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0553'1.5 MI S FROM OKARCHE.
 FJ0553'1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0553'FROM THE STATION AT OKARCHE, AT A PRIVATE ROAD CROSSING, 77 FEET
 FJ0553'NORTH OF THE CENTER OF A STEEL GATE, 44 FEET WEST OF THE WEST
 FJ0553'RAIL, 7 FEET WEST OF THE 2ND POLE SOUTH OF MILEPOST 390, 3 FEET
 FJ0553'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 FJ0553'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0123 ***********************************************************************
 FK0123  DESIGNATION -  N 186
 FK0123  PID         -  FK0123
 FK0123  STATE/COUNTY-  OK/CANADIAN
 FK0123  COUNTRY     -  US
 FK0123  USGS QUAD   -  COGAR NE (2018)
 FK0123
 FK0123                         *CURRENT SURVEY CONTROL
 FK0123  ______________________________________________________________________
 FK0123* NAD 83(1986) POSITION- 35 29 37.     (N) 098 03 37.     (W)   SCALED
 FK0123* NAVD 88 ORTHO HEIGHT -   438.378 (meters)     1438.25  (feet) ADJUSTED
 FK0123  ______________________________________________________________________
 FK0123  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 FK0123  DYNAMIC HEIGHT  -        437.948 (meters)     1436.83  (feet) COMP
 FK0123  MODELED GRAVITY -    979,638.6   (mgal)                       NAVD 88
 FK0123
 FK0123  VERT ORDER      -  FIRST     CLASS II
 FK0123
 FK0123.The horizontal coordinates were scaled from a map and have
 FK0123.an estimated accuracy of +/- 6 seconds.
 FK0123
 FK0123.The orthometric height was determined by differential leveling and
 FK0123.adjusted by the NATIONAL GEODETIC SURVEY
 FK0123.in June 1991.
 FK0123
 FK0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0123.GEOID18 height accuracy estimate available here.
 FK0123
 FK0123.Click photographs - Photos may exist for this station.
 FK0123
 FK0123.The dynamic height is computed by dividing the NAVD 88
 FK0123.geopotential number by the normal gravity value computed on the
 FK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0123.degrees latitude (g = 980.6199 gals.).
 FK0123
 FK0123.The modeled gravity was interpolated from observed gravity values.
 FK0123
 FK0123;                    North         East    Units  Estimated Accuracy
 FK0123;SPC OK N     -    54,770.      594,530.      MT  (+/- 180 meters Scaled)
 FK0123
 FK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE852281(NAD 83)
 FK0123
 FK0123                          SUPERSEDED SURVEY CONTROL
 FK0123
 FK0123  NGVD 29 (??/??/92)  438.192  (m)         1437.63   (f) ADJ UNCH    1 2
 FK0123
 FK0123.Superseded values are not recommended for survey control.
 FK0123
 FK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0123.See file dsdata.pdf to determine how the superseded data were derived.
 FK0123
 FK0123_MARKER: DB = BENCH MARK DISK
 FK0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0123_STAMPING: N 186 1953
 FK0123_MARK LOGO: CGS
 FK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0123+STABILITY: SURFACE MOTION
 FK0123
 FK0123  HISTORY     - Date     Condition        Report By
 FK0123  HISTORY     - 1953     MONUMENTED       CGS
 FK0123
 FK0123                          STATION DESCRIPTION
 FK0123
 FK0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0123'9 MI SW FROM EL RENO.
 FK0123'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0123'RAILROAD FROM THE STATION AT EL RENO, THENCE 6.3 MILES WEST
 FK0123'ALONG A GRADED DIRT ROAD, AT THE SOUTHEAST CORNER OF THE MIDLAND
 FK0123'SCHOOLYARD, 128 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FK0123'SCHOOLHOUSE, 58 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 FK0123'ROAD, 26 FEET NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE,
 FK0123'3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0123'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0427 ***********************************************************************
 FJ0427  DESIGNATION -  N 187
 FJ0427  PID         -  FJ0427
 FJ0427  STATE/COUNTY-  OK/GRADY
 FJ0427  COUNTRY     -  US
 FJ0427  USGS QUAD   -  CHICKASHA (2018)
 FJ0427
 FJ0427                         *CURRENT SURVEY CONTROL
 FJ0427  ______________________________________________________________________
 FJ0427* NAD 83(1986) POSITION- 35 06 08.     (N) 097 57 39.     (W)   SCALED
 FJ0427* NAVD 88 ORTHO HEIGHT -   349.933 (meters)     1148.07  (feet) ADJUSTED
 FJ0427  ______________________________________________________________________
 FJ0427  GEOID HEIGHT    -        -26.612 (meters)                     GEOID18
 FJ0427  DYNAMIC HEIGHT  -        349.586 (meters)     1146.93  (feet) COMP
 FJ0427  MODELED GRAVITY -    979,633.0   (mgal)                       NAVD 88
 FJ0427
 FJ0427  VERT ORDER      -  FIRST     CLASS II
 FJ0427
 FJ0427.The horizontal coordinates were scaled from a map and have
 FJ0427.an estimated accuracy of +/- 6 seconds.
 FJ0427
 FJ0427.The orthometric height was determined by differential leveling and
 FJ0427.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0427.in June 1991.
 FJ0427
 FJ0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0427.GEOID18 height accuracy estimate available here.
 FJ0427
 FJ0427.Click photographs - Photos may exist for this station.
 FJ0427
 FJ0427.The dynamic height is computed by dividing the NAVD 88
 FJ0427.geopotential number by the normal gravity value computed on the
 FJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0427.degrees latitude (g = 980.6199 gals.).
 FJ0427
 FJ0427.The modeled gravity was interpolated from observed gravity values.
 FJ0427
 FJ0427;                    North         East    Units  Estimated Accuracy
 FJ0427;SPC OK S     -   196,220.      603,570.      MT  (+/- 180 meters Scaled)
 FJ0427
 FJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND947848(NAD 83)
 FJ0427
 FJ0427                          SUPERSEDED SURVEY CONTROL
 FJ0427
 FJ0427  NGVD 29 (??/??/92)  349.820  (m)         1147.70   (f) ADJ UNCH    1 2
 FJ0427
 FJ0427.Superseded values are not recommended for survey control.
 FJ0427
 FJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0427.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0427
 FJ0427_MARKER: DB = BENCH MARK DISK
 FJ0427_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0427_SP_SET: CULVERT HEADWALL
 FJ0427_STAMPING: N 187 1953
 FJ0427_MARK LOGO: CGS
 FJ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0427+STABILITY: SURFACE MOTION
 FJ0427
 FJ0427  HISTORY     - Date     Condition        Report By
 FJ0427  HISTORY     - 1953     MONUMENTED       CGS
 FJ0427  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0427
 FJ0427                          STATION DESCRIPTION
 FJ0427
 FJ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0427'4.3 MI NW FROM CHICKASHA.
 FJ0427'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 FJ0427'WITH U.S. HIGHWAYS 62 AND 277 AT CHICKASHA, 16 FEET WEST OF
 FJ0427'THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER
 FJ0427'LINE OF A ROAD LEADING EAST, SET IN THE TOP OF THE CENTER OF
 FJ0427'THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 FJ0427
 FJ0427                          STATION RECOVERY (1986)
 FJ0427
 FJ0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0427'THERE IS A NEW CULVERT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0075 ***********************************************************************
 FJ0075  DESIGNATION -  N 19
 FJ0075  PID         -  FJ0075
 FJ0075  STATE/COUNTY-  OK/OKFUSKEE
 FJ0075  COUNTRY     -  US
 FJ0075  USGS QUAD   -  WELEETKA (2018)
 FJ0075
 FJ0075                         *CURRENT SURVEY CONTROL
 FJ0075  ______________________________________________________________________
 FJ0075* NAD 83(1986) POSITION- 35 19 49.     (N) 096 08 13.     (W)   SCALED
 FJ0075* NAVD 88 ORTHO HEIGHT -   210.790 (meters)      691.57  (feet) ADJUSTED
 FJ0075  ______________________________________________________________________
 FJ0075  GEOID HEIGHT    -        -28.838 (meters)                     GEOID18
 FJ0075  DYNAMIC HEIGHT  -        210.589 (meters)      690.91  (feet) COMP
 FJ0075  MODELED GRAVITY -    979,677.1   (mgal)                       NAVD 88
 FJ0075
 FJ0075  VERT ORDER      -  SECOND    CLASS 0
 FJ0075
 FJ0075.The horizontal coordinates were scaled from a map and have
 FJ0075.an estimated accuracy of +/- 6 seconds.
 FJ0075
 FJ0075.The orthometric height was determined by differential leveling and
 FJ0075.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0075.in June 1991.
 FJ0075
 FJ0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0075.GEOID18 height accuracy estimate available here.
 FJ0075
 FJ0075.Click photographs - Photos may exist for this station.
 FJ0075
 FJ0075.The dynamic height is computed by dividing the NAVD 88
 FJ0075.geopotential number by the normal gravity value computed on the
 FJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0075.degrees latitude (g = 980.6199 gals.).
 FJ0075
 FJ0075.The modeled gravity was interpolated from observed gravity values.
 FJ0075
 FJ0075;                    North         East    Units  Estimated Accuracy
 FJ0075;SPC OK N     -    38,270.      769,390.      MT  (+/- 180 meters Scaled)
 FJ0075
 FJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE602134(NAD 83)
 FJ0075
 FJ0075                          SUPERSEDED SURVEY CONTROL
 FJ0075
 FJ0075  NGVD 29 (??/??/92)  210.680  (m)          691.21   (f) ADJ UNCH    2 0
 FJ0075
 FJ0075.Superseded values are not recommended for survey control.
 FJ0075
 FJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0075.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0075
 FJ0075_MARKER: DB = BENCH MARK DISK
 FJ0075_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0075+WITH SETTING: PAVEMENT
 FJ0075_SP_SET: WATER TANK FOUNDATION PAD
 FJ0075_STAMPING: N 19 1933
 FJ0075_MARK LOGO: CGS
 FJ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0075+STABILITY: SURFACE MOTION
 FJ0075
 FJ0075  HISTORY     - Date     Condition        Report By
 FJ0075  HISTORY     - 1933     MONUMENTED       CGS
 FJ0075  HISTORY     - 1964     POOR             USGS
 FJ0075
 FJ0075                          STATION DESCRIPTION
 FJ0075
 FJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0075'AT WEELETKA.
 FJ0075'LOCATED 119.4 FT. SOUTHEAST OF THE FRISCO DEPOT IN WEELETKA, AT
 FJ0075'POINT WHERE FRISCO RAILROAD CROSSES FORT SMITH AND WESTERN
 FJ0075'RAILROAD, 22 FT. EAST OF EAST RAIL OF FRISCO TRACK, AND 24.2
 FJ0075'FT. SOUTH OF SOUTH RAIL OF FORT SMITH AND WESTERN TRACK, SET
 FJ0075'IN TOP OF SOUTHEAST FOUNDATION POST OF OLD RAILROAD WATER TANK
 FJ0075'NOW TORN DOWN.  STANDARD TABLET SET IN CENTER OF TOP OF OLD
 FJ0075'CONCRETE FOUNDATION POST THAT IS 2 FT. SQUARE AND 8 IN HIGH.
 FJ0075'NOTE-- THIS BENCH MARK WAS NOT TIED IN BY THE OBSERVING PARTY,
 FJ0075'HENCE ITS ELEVATION IS UNKNOWN AT THIS DATE.  THE BENCH MARK
 FJ0075'PARTY FAILED TO AQUAINT THE OBSERVING PARTY AS TO THE ESTABLISHMENT
 FJ0075'OF N-19, HENCE THEY ENDED THE LINE ON M-19.
 FJ0075
 FJ0075                          STATION RECOVERY (1964)
 FJ0075
 FJ0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0075'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0671 ***********************************************************************
 FJ0671  DESIGNATION -  N 192
 FJ0671  PID         -  FJ0671
 FJ0671  STATE/COUNTY-  OK/CANADIAN
 FJ0671  COUNTRY     -  US
 FJ0671  USGS QUAD   -  MUSTANG (2018)
 FJ0671
 FJ0671                         *CURRENT SURVEY CONTROL
 FJ0671  ______________________________________________________________________
 FJ0671* NAD 83(1986) POSITION- 35 29 09.5    (N) 097 43 13.9    (W)   HD_HELD2
 FJ0671* NAVD 88 ORTHO HEIGHT -   387.934 (meters)     1272.75  (feet) ADJUSTED
 FJ0671  ______________________________________________________________________
 FJ0671  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 FJ0671  DYNAMIC HEIGHT  -        387.559 (meters)     1271.52  (feet) COMP
 FJ0671  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 FJ0671
 FJ0671  VERT ORDER      -  FIRST     CLASS II
 FJ0671
 FJ0671.The horizontal coordinates were established by autonomous hand held GPS
 FJ0671.observations and have an estimated accuracy of +/- 10 meters.
 FJ0671
 FJ0671.The orthometric height was determined by differential leveling and
 FJ0671.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0671.in August 1994.
 FJ0671
 FJ0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0671.GEOID18 height accuracy estimate available here.
 FJ0671
 FJ0671.Click photographs - Photos may exist for this station.
 FJ0671
 FJ0671.The dynamic height is computed by dividing the NAVD 88
 FJ0671.geopotential number by the normal gravity value computed on the
 FJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0671.degrees latitude (g = 980.6199 gals.).
 FJ0671
 FJ0671.The modeled gravity was interpolated from observed gravity values.
 FJ0671
 FJ0671;                    North         East    Units  Estimated Accuracy
 FJ0671;SPC OK N     -    53,957.      625,361.      MT  (+/- 10 meters HH2 GPS)
 FJ0671
 FJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1606227690(NAD 83)
 FJ0671
 FJ0671                          SUPERSEDED SURVEY CONTROL
 FJ0671
 FJ0671  NAVD 88 (??/??/92)  387.977  (m)         1272.89   (f) POSTED      3  
 FJ0671
 FJ0671.Superseded values are not recommended for survey control.
 FJ0671
 FJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0671.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0671
 FJ0671_MARKER: DV = VERTICAL CONTROL DISK
 FJ0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0671_SP_SET: HEADWALL
 FJ0671_STAMPING: N 192 1984
 FJ0671_MARK LOGO: NGS
 FJ0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0671+STABILITY: SURFACE MOTION
 FJ0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0671+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 FJ0671
 FJ0671  HISTORY     - Date     Condition        Report By
 FJ0671  HISTORY     - 1984     MONUMENTED       NGS
 FJ0671  HISTORY     - 1988     GOOD             USPSQD
 FJ0671  HISTORY     - 1989     GOOD             USPSQD
 FJ0671  HISTORY     - 1990     GOOD             USPSQD
 FJ0671  HISTORY     - 19940113 GOOD             NGS
 FJ0671
 FJ0671                          STATION DESCRIPTION
 FJ0671
 FJ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0671'4.8 KM (3.0 MI) SE FROM YUKON.
 FJ0671'THE MARK IS 0.15 M BELOW RANCHWOOD BOULEVARD.
 FJ0671'1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0671'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE
 FJ0671'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0671'BOULEVARD), THENCE 0.6 KM (0.35 MI) SOUTHEAST ALONG SOUTH RANCHWOOD
 FJ0671'BOULEVARD, AT A CONCRETE CULVERT UNDER SOUTH RANCHWOOD BOULEVARD, SET
 FJ0671'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL,
 FJ0671'5.69 METERS (18.7 FT) SOUTHWEST OF THE CENTERLINE OF SOUTH RANCHWOOD
 FJ0671'BOULEVARD, 0.30 METERS (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 FJ0671'SOUTHWEST HEADWALL, 0.18 METERS (0.6 FT) NORTHEAST OF THE SOUTHWEST
 FJ0671'FACE OF THE HEADWALL, AND 0.15 METERS (0.5 FT) SOUTHWEST OF THE
 FJ0671'NORTHEAST FACE OF THE HEADWALL.
 FJ0671
 FJ0671                          STATION RECOVERY (1988)
 FJ0671
 FJ0671'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0671'RECOVERED IN GOOD CONDITION.
 FJ0671
 FJ0671                          STATION RECOVERY (1989)
 FJ0671
 FJ0671'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0671'RECOVERED IN GOOD CONDITION.
 FJ0671
 FJ0671                          STATION RECOVERY (1990)
 FJ0671
 FJ0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0671'RECOVERED IN GOOD CONDITION.
 FJ0671
 FJ0671                          STATION RECOVERY (1994)
 FJ0671
 FJ0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0671'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0671'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, THENCE 3.0 KM
 FJ0671'(1.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0671'BOULEVARD), IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST
 FJ0671'END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE
 FJ0671'HIGHWAY, 5.7 M (18.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3
 FJ0671'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0703 ***********************************************************************
 FJ0703  DESIGNATION -  N 193
 FJ0703  PID         -  FJ0703
 FJ0703  STATE/COUNTY-  OK/OKLAHOMA
 FJ0703  COUNTRY     -  US
 FJ0703  USGS QUAD   -  HARRAH (2018)
 FJ0703
 FJ0703                         *CURRENT SURVEY CONTROL
 FJ0703  ______________________________________________________________________
 FJ0703* NAD 83(1986) POSITION- 35 29 35.03   (N) 097 13 50.87   (W)   HD_HELD1
 FJ0703* NAVD 88 ORTHO HEIGHT -   349.287 (meters)     1145.95  (feet) ADJUSTED
 FJ0703  ______________________________________________________________________
 FJ0703  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 FJ0703  DYNAMIC HEIGHT  -        348.956 (meters)     1144.87  (feet) COMP
 FJ0703  MODELED GRAVITY -    979,674.4   (mgal)                       NAVD 88
 FJ0703
 FJ0703  VERT ORDER      -  FIRST     CLASS II
 FJ0703
 FJ0703.The horizontal coordinates were determined by differentially corrected
 FJ0703.hand held GPS observations or other comparable positioning techniques
 FJ0703.and have an estimated accuracy of +/- 3 meters.
 FJ0703
 FJ0703.The orthometric height was determined by differential leveling and
 FJ0703.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0703.in August 1994.
 FJ0703
 FJ0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0703.GEOID18 height accuracy estimate available here.
 FJ0703
 FJ0703.Click photographs - Photos may exist for this station.
 FJ0703
 FJ0703.The dynamic height is computed by dividing the NAVD 88
 FJ0703.geopotential number by the normal gravity value computed on the
 FJ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0703.degrees latitude (g = 980.6199 gals.).
 FJ0703
 FJ0703.The modeled gravity was interpolated from observed gravity values.
 FJ0703
 FJ0703;                    North         East    Units  Estimated Accuracy
 FJ0703;SPC OK N     -    54,983.7     669,795.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0703
 FJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6047629162(NAD 83)
 FJ0703
 FJ0703                          SUPERSEDED SURVEY CONTROL
 FJ0703
 FJ0703  NAVD 88 (06/15/91)  349.339  (m)         1146.12   (f) SUPERSEDED  1 2
 FJ0703
 FJ0703.Superseded values are not recommended for survey control.
 FJ0703
 FJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0703.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0703
 FJ0703_MARKER: I = METAL ROD
 FJ0703_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0703+WITH SETTING: INFORMATION.
 FJ0703_STAMPING: N 193 1984
 FJ0703_MARK LOGO: NGS
 FJ0703_PROJECTION: FLUSH
 FJ0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0703_ROD/PIPE-DEPTH: 1.8 meters
 FJ0703
 FJ0703  HISTORY     - Date     Condition        Report By
 FJ0703  HISTORY     - 1984     MONUMENTED       NGS
 FJ0703  HISTORY     - 1988     GOOD             USPSQD
 FJ0703  HISTORY     - 1989     GOOD             USPSQD
 FJ0703  HISTORY     - 1990     GOOD             USPSQD
 FJ0703  HISTORY     - 1990     GOOD             USPSQD
 FJ0703
 FJ0703                          STATION DESCRIPTION
 FJ0703
 FJ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0703'6.3 KM (3.9 MI) WEST FROM HARRAH.
 FJ0703'6.3 KM (3.9 MI) WEST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0703'FROM THE JUNCTION OF U.S. HIGHWAY 270 IN HARRAH, AT THE JUNCTION OF
 FJ0703'XXX ROAD, ABOUT ONE BLOCK WEST OF XXX ROAD, 16.5 METERS (54.2 FT) EAST
 FJ0703'OF THE CENTERLINE OF HIGHWAY 62 EASTBOUND LANES, 0.61 METERS (2.0 FT)
 FJ0703'WEST OF POWERLINE POLE NUMBER 7-60, AND 1.3 METERS (4.3 FT) SOUTHWEST
 FJ0703'OF A SUPPORT POLE FOR KIWANIS CLUB SIGN.  NOTE, ROD DRIVEN TO REFUSAL
 FJ0703'AND ANCHORED.
 FJ0703'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FJ0703'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0703
 FJ0703                          STATION RECOVERY (1988)
 FJ0703
 FJ0703'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0703'RECOVERED IN GOOD CONDITION.
 FJ0703
 FJ0703                          STATION RECOVERY (1989)
 FJ0703
 FJ0703'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0703'RECOVERED IN GOOD CONDITION.
 FJ0703
 FJ0703                          STATION RECOVERY (1990)
 FJ0703
 FJ0703'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0703'RECOVERED IN GOOD CONDITION.
 FJ0703
 FJ0703                          STATION RECOVERY (1990)
 FJ0703
 FJ0703'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0688 ***********************************************************************
 FJ0688  DESIGNATION -  N 194
 FJ0688  PID         -  FJ0688
 FJ0688  STATE/COUNTY-  OK/OKLAHOMA
 FJ0688  COUNTRY     -  US
 FJ0688  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0688
 FJ0688                         *CURRENT SURVEY CONTROL
 FJ0688  ______________________________________________________________________
 FJ0688* NAD 83(1986) POSITION- 35 28 42.45   (N) 097 25 39.80   (W)   HD_HELD1
 FJ0688* NAVD 88 ORTHO HEIGHT -   356.390 (meters)     1169.26  (feet) ADJUSTED
 FJ0688  ______________________________________________________________________
 FJ0688  GEOID HEIGHT    -        -27.012 (meters)                     GEOID18
 FJ0688  DYNAMIC HEIGHT  -        356.050 (meters)     1168.14  (feet) COMP
 FJ0688  MODELED GRAVITY -    979,670.4   (mgal)                       NAVD 88
 FJ0688
 FJ0688  VERT ORDER      -  FIRST     CLASS II
 FJ0688
 FJ0688.The horizontal coordinates were determined by differentially corrected
 FJ0688.hand held GPS observations or other comparable positioning techniques
 FJ0688.and have an estimated accuracy of +/- 3 meters.
 FJ0688
 FJ0688.The orthometric height was determined by differential leveling and
 FJ0688.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0688.in August 1994.
 FJ0688
 FJ0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0688.GEOID18 height accuracy estimate available here.
 FJ0688
 FJ0688.Click photographs - Photos may exist for this station.
 FJ0688
 FJ0688.The dynamic height is computed by dividing the NAVD 88
 FJ0688.geopotential number by the normal gravity value computed on the
 FJ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0688.degrees latitude (g = 980.6199 gals.).
 FJ0688
 FJ0688.The modeled gravity was interpolated from observed gravity values.
 FJ0688
 FJ0688;                    North         East    Units  Estimated Accuracy
 FJ0688;SPC OK N     -    53,239.8     651,936.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0688
 FJ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4263827240(NAD 83)
 FJ0688
 FJ0688                          SUPERSEDED SURVEY CONTROL
 FJ0688
 FJ0688  NAVD 88 (06/15/91)  356.461  (m)         1169.49   (f) SUPERSEDED  1 2
 FJ0688
 FJ0688.Superseded values are not recommended for survey control.
 FJ0688
 FJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0688.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0688
 FJ0688_MARKER: I = METAL ROD
 FJ0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0688_STAMPING: N 194 1984
 FJ0688_MARK LOGO: NGS
 FJ0688_PROJECTION: FLUSH
 FJ0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0688_ROD/PIPE-DEPTH: 12.6 meters
 FJ0688
 FJ0688  HISTORY     - Date     Condition        Report By
 FJ0688  HISTORY     - 1984     MONUMENTED       NGS
 FJ0688  HISTORY     - 1988     GOOD             USPSQD
 FJ0688  HISTORY     - 20010914 GOOD             INDIV
 FJ0688
 FJ0688                          STATION DESCRIPTION
 FJ0688
 FJ0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0688'9.4 KM (5.85 MI) EAST FROM OKLAHOMA CITY.
 FJ0688'1.0 KM (0.6 MI) EAST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0688'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, THENCE 0.8 KM (0.5 MI)
 FJ0688'NORTH ALONG NORTH LINCOLN BOULEVARDE, THENCE 5.5 KM (3.4 MI) EAST
 FJ0688'ALONG NORTHEAST 4TH STREET, THENCE 0.9 KM (0.55 MI) NORTH ALONG
 FJ0688'SUNNYLANE ROAD, THENCE 1.3 KM (0.8 MI) EAST ALONG NORTHEAST 10TH
 FJ0688'STREET, AT AN ENTRANCE TO AN OIL PUMPING STATION LEADING SOUTH, 0.3 KM
 FJ0688'(0.2 MI) WEST OF THE INTERSECTION OF SOONER ROAD AND NORTHEAST 10TH
 FJ0688'STREET, 24.68 METERS (81.0 FT) SOUTH OF THE CENTER OF NORTHEAST 10TH
 FJ0688'STREET, 13.56 METERS (44.5 FT) SOUTH OF THE NORTHWEST CORNER OF A
 FJ0688'SECURITY FENCE AROUND TANK NUMBER 277, 4.72 METERS (15.5 FT) NORTH OF
 FJ0688'THE CENTER OF A DOUBLE GATE IN FENCE AROUND TANK NUMBER 277, AND
 FJ0688'0.27 METERS (0.9 FT) WEST OF THE SECURITY FENCE.  NOTE, ROD DRIVEN TO
 FJ0688'REFUSAL, ROD ANCHORED.
 FJ0688'THE MARK IS 0.36 METERS  SW FROM A WITNESS POST.
 FJ0688'THE MARK IS 0.46 M ABOVE STREET.
 FJ0688
 FJ0688                          STATION RECOVERY (1988)
 FJ0688
 FJ0688'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0688'RECOVERED IN GOOD CONDITION.
 FJ0688
 FJ0688                          STATION RECOVERY (2001)
 FJ0688
 FJ0688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0740 ***********************************************************************
 FJ0740  DESIGNATION -  N 195
 FJ0740  PID         -  FJ0740
 FJ0740  STATE/COUNTY-  OK/LINCOLN
 FJ0740  COUNTRY     -  US
 FJ0740  USGS QUAD   -  PRAGUE (2018)
 FJ0740
 FJ0740                         *CURRENT SURVEY CONTROL
 FJ0740  ______________________________________________________________________
 FJ0740* NAD 83(1986) POSITION- 35 29 13.68   (N) 096 40 45.38   (W)   HD_HELD1
 FJ0740* NAVD 88 ORTHO HEIGHT -   303.542 (meters)      995.87  (feet) ADJUSTED
 FJ0740  ______________________________________________________________________
 FJ0740  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 FJ0740  DYNAMIC HEIGHT  -        303.256 (meters)      994.93  (feet) COMP
 FJ0740  MODELED GRAVITY -    979,682.3   (mgal)                       NAVD 88
 FJ0740
 FJ0740  VERT ORDER      -  FIRST     CLASS II
 FJ0740
 FJ0740.The horizontal coordinates were determined by differentially corrected
 FJ0740.hand held GPS observations or other comparable positioning techniques
 FJ0740.and have an estimated accuracy of +/- 3 meters.
 FJ0740
 FJ0740.The orthometric height was determined by differential leveling and
 FJ0740.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0740.in June 1991.
 FJ0740
 FJ0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0740.GEOID18 height accuracy estimate available here.
 FJ0740
 FJ0740.Click photographs - Photos may exist for this station.
 FJ0740
 FJ0740.The dynamic height is computed by dividing the NAVD 88
 FJ0740.geopotential number by the normal gravity value computed on the
 FJ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0740.degrees latitude (g = 980.6199 gals.).
 FJ0740
 FJ0740.The modeled gravity was interpolated from observed gravity values.
 FJ0740
 FJ0740;                    North         East    Units  Estimated Accuracy
 FJ0740;SPC OK N     -    54,864.4     719,846.1     MT  (+/- 3 meters HH1 GPS) 
 FJ0740
 FJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1052629542(NAD 83)
 FJ0740
 FJ0740                          SUPERSEDED SURVEY CONTROL
 FJ0740
 FJ0740.No superseded survey control is available for this station.
 FJ0740
 FJ0740_MARKER: F = FLANGE-ENCASED ROD
 FJ0740_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0740+WITH SETTING: INFORMATION.
 FJ0740_STAMPING: N 195 1984
 FJ0740_MARK LOGO: NGS
 FJ0740_PROJECTION: FLUSH
 FJ0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0740+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0740_ROD/PIPE-DEPTH: 0.9 meters
 FJ0740
 FJ0740  HISTORY     - Date     Condition        Report By
 FJ0740  HISTORY     - 1984     MONUMENTED       NGS
 FJ0740  HISTORY     - 1988     GOOD             USPSQD
 FJ0740  HISTORY     - 1990     GOOD             USPSQD
 FJ0740  HISTORY     - 1990     GOOD             USPSQD
 FJ0740  HISTORY     - 20240717 GOOD             OKDOT
 FJ0740
 FJ0740                          STATION DESCRIPTION
 FJ0740
 FJ0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0740'0.64 KM (0.4 MI) EAST FROM PRAGUE.
 FJ0740'0.64 KM (0.4 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0740'HIGHWAY 99 IN PRAGUE, AT A ROADSIDE PARK ON THE NORTH SIDE OF THE
 FJ0740'HIGHWAY, 15.69 METERS (51.5 FT) NORTH OF THE CENTERLINE OF THE
 FJ0740'HIGHWAY, 7.62 METERS (25.0 FT) SOUTH OF THE CENTERLINE OF THE PARK
 FJ0740'ROAD, AND 2.29 METERS (7.5 FT) SOUTH OF THE CENTER ONE OF THREE TREES
 FJ0740'IN MEDIAN.  NOTE, ROD DRIVEN TO REFUSAL.
 FJ0740'THE MARK IS 1.0 M BELOW HIGHWAY.
 FJ0740
 FJ0740                          STATION RECOVERY (1988)
 FJ0740
 FJ0740'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0740'RECOVERED IN GOOD CONDITION.
 FJ0740
 FJ0740                          STATION RECOVERY (1990)
 FJ0740
 FJ0740'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0740'RECOVERED IN GOOD CONDITION.
 FJ0740
 FJ0740                          STATION RECOVERY (1990)
 FJ0740
 FJ0740'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0740'RECOVERED IN GOOD CONDITION.
 FJ0740
 FJ0740                          STATION RECOVERY (2024)
 FJ0740
 FJ0740'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0740'THE MARK IS UNDER 3 TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0765 ***********************************************************************
 FJ0765  DESIGNATION -  N 196
 FJ0765  PID         -  FJ0765
 FJ0765  STATE/COUNTY-  OK/OKFUSKEE
 FJ0765  COUNTRY     -  US
 FJ0765  USGS QUAD   -  CLEARVIEW (2018)
 FJ0765
 FJ0765                         *CURRENT SURVEY CONTROL
 FJ0765  ______________________________________________________________________
 FJ0765* NAD 83(1986) POSITION- 35 25 39.15   (N) 096 13 31.90   (W)   HD_HELD1
 FJ0765* NAVD 88 ORTHO HEIGHT -   276.662 (meters)      907.68  (feet) ADJUSTED
 FJ0765  ______________________________________________________________________
 FJ0765  GEOID HEIGHT    -        -28.639 (meters)                     GEOID18
 FJ0765  DYNAMIC HEIGHT  -        276.398 (meters)      906.82  (feet) COMP
 FJ0765  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 FJ0765
 FJ0765  VERT ORDER      -  FIRST     CLASS II
 FJ0765
 FJ0765.The horizontal coordinates were determined by differentially corrected
 FJ0765.hand held GPS observations or other comparable positioning techniques
 FJ0765.and have an estimated accuracy of +/- 3 meters.
 FJ0765
 FJ0765.The orthometric height was determined by differential leveling and
 FJ0765.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0765.in June 1991.
 FJ0765
 FJ0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0765.GEOID18 height accuracy estimate available here.
 FJ0765
 FJ0765.Click photographs - Photos may exist for this station.
 FJ0765
 FJ0765.The dynamic height is computed by dividing the NAVD 88
 FJ0765.geopotential number by the normal gravity value computed on the
 FJ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0765.degrees latitude (g = 980.6199 gals.).
 FJ0765
 FJ0765.The modeled gravity was interpolated from observed gravity values.
 FJ0765
 FJ0765;                    North         East    Units  Estimated Accuracy
 FJ0765;SPC OK N     -    48,910.0     761,136.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0765
 FJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5188323994(NAD 83)
 FJ0765
 FJ0765                          SUPERSEDED SURVEY CONTROL
 FJ0765
 FJ0765.No superseded survey control is available for this station.
 FJ0765
 FJ0765_MARKER: F = FLANGE-ENCASED ROD
 FJ0765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0765+WITH SETTING: INFORMATION.
 FJ0765_STAMPING: N 196 1984
 FJ0765_MARK LOGO: NGS
 FJ0765_PROJECTION: FLUSH
 FJ0765_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0765+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2024
 FJ0765_ROD/PIPE-DEPTH: 1.8 meters
 FJ0765
 FJ0765  HISTORY     - Date     Condition        Report By
 FJ0765  HISTORY     - 1984     MONUMENTED       NGS
 FJ0765  HISTORY     - 1988     GOOD             USPSQD
 FJ0765  HISTORY     - 1989     GOOD             USPSQD
 FJ0765  HISTORY     - 1990     GOOD             USPSQD
 FJ0765  HISTORY     - 20240708 GOOD             OKDOT
 FJ0765
 FJ0765                          STATION DESCRIPTION
 FJ0765
 FJ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0765'7.2 KM (4.5 MI) EAST FROM OKEMAH.
 FJ0765'7.2 KM (4.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FJ0765'STATE HIGHWAY 27 AT OKEMAH, AT MILE POST NUMBER 226, 35.36 METERS
 FJ0765'(116.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 40 EASTBOUND
 FJ0765'LANES, 27.74 METERS (91.0 FT) SOUTH OF MILE POST NUMBER 226, AND
 FJ0765'0.30 METERS (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE BETWEEN TWO WOOD
 FJ0765'FENCE BRACE POSTS.
 FJ0765'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0765'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 FJ0765
 FJ0765                          STATION RECOVERY (1988)
 FJ0765
 FJ0765'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0765'RECOVERED IN GOOD CONDITION.
 FJ0765
 FJ0765                          STATION RECOVERY (1989)
 FJ0765
 FJ0765'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0765'RECOVERED IN GOOD CONDITION.
 FJ0765
 FJ0765                          STATION RECOVERY (1990)
 FJ0765
 FJ0765'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0765'RECOVERED IN GOOD CONDITION.
 FJ0765
 FJ0765                          STATION RECOVERY (2024)
 FJ0765
 FJ0765'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0896 ***********************************************************************
 FH0896  DESIGNATION -  N 199
 FH0896  PID         -  FH0896
 FH0896  STATE/COUNTY-  OK/SEQUOYAH
 FH0896  COUNTRY     -  US
 FH0896  USGS QUAD   -  STIGLER NE (2018)
 FH0896
 FH0896                         *CURRENT SURVEY CONTROL
 FH0896  ______________________________________________________________________
 FH0896* NAD 83(1986) POSITION- 35 29 33.     (N) 095 00 14.     (W)   SCALED
 FH0896* NAVD 88 ORTHO HEIGHT -   191.518 (meters)      628.34  (feet) ADJUSTED
 FH0896  ______________________________________________________________________
 FH0896  GEOID HEIGHT    -        -29.879 (meters)                     GEOID18
 FH0896  DYNAMIC HEIGHT  -        191.340 (meters)      627.75  (feet) COMP
 FH0896  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FH0896
 FH0896  VERT ORDER      -  FIRST     CLASS II
 FH0896
 FH0896.The horizontal coordinates were scaled from a map and have
 FH0896.an estimated accuracy of +/- 6 seconds.
 FH0896
 FH0896.The orthometric height was determined by differential leveling and
 FH0896.adjusted by the NATIONAL GEODETIC SURVEY
 FH0896.in June 1991.
 FH0896
 FH0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0896.GEOID18 height accuracy estimate available here.
 FH0896
 FH0896.Click photographs - Photos may exist for this station.
 FH0896
 FH0896.The dynamic height is computed by dividing the NAVD 88
 FH0896.geopotential number by the normal gravity value computed on the
 FH0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0896.degrees latitude (g = 980.6199 gals.).
 FH0896
 FH0896.The modeled gravity was interpolated from observed gravity values.
 FH0896
 FH0896;                    North         East    Units  Estimated Accuracy
 FH0896;SPC OK N     -    58,840.      871,820.      MT  (+/- 180 meters Scaled)
 FH0896
 FH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV182295(NAD 83)
 FH0896
 FH0896                          SUPERSEDED SURVEY CONTROL
 FH0896
 FH0896.No superseded survey control is available for this station.
 FH0896
 FH0896_MARKER: DV = VERTICAL CONTROL DISK
 FH0896_SETTING: 66 = SET IN ROCK OUTCROP
 FH0896_STAMPING: N 199 1984
 FH0896_MARK LOGO: NGS
 FH0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0896+STABILITY: POSITION/ELEVATION WELL
 FH0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0896+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0896
 FH0896  HISTORY     - Date     Condition        Report By
 FH0896  HISTORY     - 1984     MONUMENTED       NGS
 FH0896  HISTORY     - 1988     GOOD             USPSQD
 FH0896  HISTORY     - 1989     GOOD             USPSQD
 FH0896  HISTORY     - 1990     GOOD             USPSQD
 FH0896  HISTORY     - 20020815 GOOD             OKDOT
 FH0896
 FH0896                          STATION DESCRIPTION
 FH0896
 FH0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0896'2.9 KM (1.8 MI) WEST FROM VIAN.
 FH0896'2.9 KM (1.8 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0896'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT A GRAVEL
 FH0896'CROSSOVER TO THE EASTBOUND LANES OF INTERSTATE 40, SET 22.40 METERS
 FH0896'(73.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, IN
 FH0896'TOP OF A 2.5- BY 5-FOOT EXPOSED ROCK OUTCROP, 0.3 KM (0.2 MI) WEST OF
 FH0896'MILE MARKER 294, 116.43 METERS (382.0 FT) EAST OF THE EAST END OF A
 FH0896'GUARDRAIL ON THE SOUTH SIDE OF THE EASTBOUND LANES, AND 11.27 METERS
 FH0896'(37.0 FT) EAST-SOUTHEAST OF AN EXTENDED CENTER OF THE GRAVEL
 FH0896'CROSSOVER.
 FH0896'THE MARK IS 0.9 M ABOVE EASTBOUND LANES.
 FH0896
 FH0896                          STATION RECOVERY (1988)
 FH0896
 FH0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0896'RECOVERED IN GOOD CONDITION.
 FH0896
 FH0896                          STATION RECOVERY (1989)
 FH0896
 FH0896'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0896'RECOVERED IN GOOD CONDITION.
 FH0896
 FH0896                          STATION RECOVERY (1990)
 FH0896
 FH0896'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0896'RECOVERED IN GOOD CONDITION.
 FH0896
 FH0896                          STATION RECOVERY (2002)
 FH0896
 FH0896'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0166 ***********************************************************************
 FK0166  DESIGNATION -  N 2
 FK0166  PID         -  FK0166
 FK0166  STATE/COUNTY-  OK/CADDO
 FK0166  COUNTRY     -  US
 FK0166  USGS QUAD   -  HYDRO (2018)
 FK0166
 FK0166                         *CURRENT SURVEY CONTROL
 FK0166  ______________________________________________________________________
 FK0166* NAD 83(1986) POSITION- 35 32 58.     (N) 098 34 39.     (W)   SCALED
 FK0166* NAVD 88 ORTHO HEIGHT -   474.913 (meters)     1558.11  (feet) ADJUSTED
 FK0166  ______________________________________________________________________
 FK0166  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 FK0166  DYNAMIC HEIGHT  -        474.444 (meters)     1556.57  (feet) COMP
 FK0166  MODELED GRAVITY -    979,631.4   (mgal)                       NAVD 88
 FK0166
 FK0166  VERT ORDER      -  FIRST     CLASS II
 FK0166
 FK0166.The horizontal coordinates were scaled from a map and have
 FK0166.an estimated accuracy of +/- 6 seconds.
 FK0166
 FK0166.The orthometric height was determined by differential leveling and
 FK0166.adjusted by the NATIONAL GEODETIC SURVEY
 FK0166.in June 1991.
 FK0166
 FK0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0166.GEOID18 height accuracy estimate available here.
 FK0166
 FK0166.Click photographs - Photos may exist for this station.
 FK0166
 FK0166.The dynamic height is computed by dividing the NAVD 88
 FK0166.geopotential number by the normal gravity value computed on the
 FK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0166.degrees latitude (g = 980.6199 gals.).
 FK0166
 FK0166.The modeled gravity was interpolated from observed gravity values.
 FK0166
 FK0166;                    North         East    Units  Estimated Accuracy
 FK0166;SPC OK S     -   245,980.      547,630.      MT  (+/- 180 meters Scaled)
 FK0166
 FK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE382340(NAD 83)
 FK0166
 FK0166                          SUPERSEDED SURVEY CONTROL
 FK0166
 FK0166  NGVD 29 (??/??/92)  474.720  (m)         1557.48   (f) ADJ UNCH    1 2
 FK0166
 FK0166.Superseded values are not recommended for survey control.
 FK0166
 FK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0166.See file dsdata.pdf to determine how the superseded data were derived.
 FK0166
 FK0166_MARKER: DB = BENCH MARK DISK
 FK0166_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0166_SP_SET: WALL
 FK0166_STAMPING: 1557.477
 FK0166_MARK LOGO: CGS
 FK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0166+STABILITY: SURFACE MOTION
 FK0166
 FK0166  HISTORY     - Date     Condition        Report By
 FK0166  HISTORY     - 1909     MONUMENTED       CGS
 FK0166  HISTORY     - 1953     GOOD             CGS
 FK0166
 FK0166                          STATION DESCRIPTION
 FK0166
 FK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0166'AT HYDRO, AT THE INTERSECTION OF MAIN STREET AND CADDO STREET,
 FK0166'12.7 FEET WEST OF THE SOUTH MAIN ENTRANCE TO THE POST OFFICE,
 FK0166'1.4 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE SOUTH WALL
 FK0166'OF THE POST OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0921 ***********************************************************************
 FH0921  DESIGNATION -  N 200
 FH0921  PID         -  FH0921
 FH0921  STATE/COUNTY-  OK/SEQUOYAH
 FH0921  COUNTRY     -  US
 FH0921  USGS QUAD   -  MULDROW (2018)
 FH0921
 FH0921                         *CURRENT SURVEY CONTROL
 FH0921  ______________________________________________________________________
 FH0921* NAD 83(1986) POSITION- 35 23 35.     (N) 094 34 12.     (W)   SCALED
 FH0921* NAVD 88 ORTHO HEIGHT -   145.126 (meters)      476.13  (feet) ADJUSTED
 FH0921  ______________________________________________________________________
 FH0921  GEOID HEIGHT    -        -30.182 (meters)                     GEOID18
 FH0921  DYNAMIC HEIGHT  -        144.988 (meters)      475.68  (feet) COMP
 FH0921  MODELED GRAVITY -    979,685.8   (mgal)                       NAVD 88
 FH0921
 FH0921  VERT ORDER      -  FIRST     CLASS II
 FH0921
 FH0921.The horizontal coordinates were scaled from a map and have
 FH0921.an estimated accuracy of +/- 6 seconds.
 FH0921
 FH0921.The orthometric height was determined by differential leveling and
 FH0921.adjusted by the NATIONAL GEODETIC SURVEY
 FH0921.in June 1991.
 FH0921
 FH0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0921.GEOID18 height accuracy estimate available here.
 FH0921
 FH0921.Click photographs - Photos may exist for this station.
 FH0921
 FH0921.The dynamic height is computed by dividing the NAVD 88
 FH0921.geopotential number by the normal gravity value computed on the
 FH0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0921.degrees latitude (g = 980.6199 gals.).
 FH0921
 FH0921.The modeled gravity was interpolated from observed gravity values.
 FH0921
 FH0921;                    North         East    Units  Estimated Accuracy
 FH0921;SPC OK N     -    49,120.      911,560.      MT  (+/- 180 meters Scaled)
 FH0921
 FH0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV574177(NAD 83)
 FH0921
 FH0921                          SUPERSEDED SURVEY CONTROL
 FH0921
 FH0921.No superseded survey control is available for this station.
 FH0921
 FH0921_MARKER: F = FLANGE-ENCASED ROD
 FH0921_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0921+WITH SETTING: INFORMATION.
 FH0921_STAMPING: N 200 1984
 FH0921_MARK LOGO: NGS
 FH0921_PROJECTION: FLUSH
 FH0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0921+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2022
 FH0921_ROD/PIPE-DEPTH: 2.43 meters
 FH0921
 FH0921  HISTORY     - Date     Condition        Report By
 FH0921  HISTORY     - 1984     MONUMENTED       NGS
 FH0921  HISTORY     - 1988     GOOD             USPSQD
 FH0921  HISTORY     - 1989     GOOD             USPSQD
 FH0921  HISTORY     - 1990     GOOD             USPSQD
 FH0921  HISTORY     - 20020815 GOOD             OKDOT
 FH0921  HISTORY     - 20050108 GOOD             GEOCAC
 FH0921  HISTORY     - 20220802 GOOD             OKDOT
 FH0921
 FH0921                          STATION DESCRIPTION
 FH0921
 FH0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0921'2.5 KM (1.55 MI) EAST FROM MULDROW.
 FH0921'2.5 KM (1.55 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0921'STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), SET IN THE
 FH0921'SOUTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE 40, ABOUT 0.2 KM (0.1 MI)
 FH0921'EAST OF A SMALL CREEK, ABOUT 0.2 KM (0.15 MI) NORTHWEST OF THE
 FH0921'NORTHWEST CORNER OF THE MULDROW CEMETERY, 35.47 METERS (116.4 FT)
 FH0921'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES, 4.51 METERS (14.8 FT)
 FH0921'WEST OF THE WEST ONE OF TWO LARGE FENCE BRACE POSTS, 16.15 METERS
 FH0921'(53.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST, AND 0.3 METER (1.0 FT)
 FH0921'NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND
 FH0921'ANCHORED IN ROCK.
 FH0921'THE MARK IS 0.33 METERS  NNE FROM A WITNESS POST.
 FH0921'THE MARK IS 0.4 M BELOW EASTBOUND LANES.
 FH0921
 FH0921                          STATION RECOVERY (1988)
 FH0921
 FH0921'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0921'RECOVERED IN GOOD CONDITION.
 FH0921
 FH0921                          STATION RECOVERY (1989)
 FH0921
 FH0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0921'RECOVERED IN GOOD CONDITION.
 FH0921
 FH0921                          STATION RECOVERY (1990)
 FH0921
 FH0921'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0921'RECOVERED IN GOOD CONDITION.
 FH0921
 FH0921                          STATION RECOVERY (2002)
 FH0921
 FH0921'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0921'RECOVERED IN GOOD CONDITION.
 FH0921
 FH0921                          STATION RECOVERY (2005)
 FH0921
 FH0921'RECOVERY NOTE BY GEOCACHING 2005 (CB)
 FH0921'RECOVERED IN GOOD CONDITION.
 FH0921
 FH0921                          STATION RECOVERY (2022)
 FH0921
 FH0921'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0875 ***********************************************************************
 FH0875  DESIGNATION -  N 201
 FH0875  PID         -  FH0875
 FH0875  STATE/COUNTY-  OK/MCINTOSH
 FH0875  COUNTRY     -  US
 FH0875  USGS QUAD   -  WARNER NW (2018)
 FH0875
 FH0875                         *CURRENT SURVEY CONTROL
 FH0875  ______________________________________________________________________
 FH0875* NAD 83(1986) POSITION- 35 27 26.8    (N) 095 22 50.2    (W)   HD_HELD2
 FH0875* NAVD 88 ORTHO HEIGHT -   191.283 (meters)      627.57  (feet) ADJUSTED
 FH0875  ______________________________________________________________________
 FH0875  GEOID HEIGHT    -        -29.894 (meters)                     GEOID18
 FH0875  DYNAMIC HEIGHT  -        191.104 (meters)      626.98  (feet) COMP
 FH0875  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 FH0875
 FH0875  VERT ORDER      -  FIRST     CLASS II
 FH0875
 FH0875.The horizontal coordinates were established by autonomous hand held GPS
 FH0875.observations and have an estimated accuracy of +/- 10 meters.
 FH0875
 FH0875.The orthometric height was determined by differential leveling and
 FH0875.adjusted by the NATIONAL GEODETIC SURVEY
 FH0875.in June 1991.
 FH0875
 FH0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0875.GEOID18 height accuracy estimate available here.
 FH0875
 FH0875.Click photographs - Photos may exist for this station.
 FH0875
 FH0875.The dynamic height is computed by dividing the NAVD 88
 FH0875.geopotential number by the normal gravity value computed on the
 FH0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0875.degrees latitude (g = 980.6199 gals.).
 FH0875
 FH0875.The modeled gravity was interpolated from observed gravity values.
 FH0875
 FH0875;                    North         East    Units  Estimated Accuracy
 FH0875;SPC OK S     -   238,712.      837,767.      MT  (+/- 10 meters HH2 GPS)
 FH0875
 FH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8396026378(NAD 83)
 FH0875
 FH0875                          SUPERSEDED SURVEY CONTROL
 FH0875
 FH0875.No superseded survey control is available for this station.
 FH0875
 FH0875_MARKER: DV = VERTICAL CONTROL DISK
 FH0875_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0875_SP_SET: BRIDGE ABUTMENT
 FH0875_STAMPING: N 201 1984
 FH0875_MARK LOGO: NGS
 FH0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0875+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0875
 FH0875  HISTORY     - Date     Condition        Report By
 FH0875  HISTORY     - 1984     MONUMENTED       NGS
 FH0875  HISTORY     - 1988     GOOD             USPSQD
 FH0875  HISTORY     - 1989     GOOD             USPSQD
 FH0875  HISTORY     - 1990     GOOD             USPSQD
 FH0875  HISTORY     - 20020815 GOOD             OKDOT
 FH0875
 FH0875                          STATION DESCRIPTION
 FH0875
 FH0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0875'13.9 KM (8.65 MI) EAST FROM CHECOTAH.
 FH0875'13.9 KM (8.65 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0875'INTERCHANGE OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET
 FH0875'IN THE SOUTH END OF THE WEST BRIDGE ABUTMENT OF INTERSTATE 40
 FH0875'EASTBOUND OVERPASS AT A DIRT ROAD JUNCTION, 7.6 METERS (25.0 FT) SOUTH
 FH0875'OF THE CENTERLINE OF INTERSTATE 40 EASTBOUND LANES, 0.6 METER (2.0 FT)
 FH0875'EAST OF THE EAST END OF THE SOUTHERNMOST ONE OF TWO GUARDRAILS, AND
 FH0875'13.1 METERS (43.0 FT) SOUTH OF AN OKLAHOMA HIGHWAY DEPARTMENT SURVEY
 FH0875'DISK.
 FH0875'THE MARK IS 0.6 M ABOVE EASTBOUND HIGHWAY.
 FH0875
 FH0875                          STATION RECOVERY (1988)
 FH0875
 FH0875'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0875'RECOVERED IN GOOD CONDITION.
 FH0875
 FH0875                          STATION RECOVERY (1989)
 FH0875
 FH0875'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0875'RECOVERED IN GOOD CONDITION.
 FH0875
 FH0875                          STATION RECOVERY (1990)
 FH0875
 FH0875'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0875'RECOVERED IN GOOD CONDITION.
 FH0875
 FH0875                          STATION RECOVERY (2002)
 FH0875
 FH0875'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1319 ***********************************************************************
 GL1319  DESIGNATION -  N 202
 GL1319  PID         -  GL1319
 GL1319  STATE/COUNTY-  OK/CIMARRON
 GL1319  COUNTRY     -  US
 GL1319  USGS QUAD   -  BOISE CITY (2018)
 GL1319
 GL1319                         *CURRENT SURVEY CONTROL
 GL1319  ______________________________________________________________________
 GL1319* NAD 83(1986) POSITION- 36 42 26.2    (N) 102 32 07.6    (W)   HD_HELD2
 GL1319* NAVD 88 ORTHO HEIGHT -  1276.340 (meters)     4187.46  (feet) ADJUSTED
 GL1319  ______________________________________________________________________
 GL1319  GEOID HEIGHT    -        -23.716 (meters)                     GEOID18
 GL1319  DYNAMIC HEIGHT  -       1274.936 (meters)     4182.85  (feet) COMP
 GL1319  MODELED GRAVITY -    979,487.7   (mgal)                       NAVD 88
 GL1319
 GL1319  VERT ORDER      -  FIRST     CLASS II
 GL1319
 GL1319.The horizontal coordinates were established by autonomous hand held GPS
 GL1319.observations and have an estimated accuracy of +/- 10 meters.
 GL1319
 GL1319.The orthometric height was determined by differential leveling and
 GL1319.adjusted by the NATIONAL GEODETIC SURVEY
 GL1319.in June 1991.
 GL1319
 GL1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1319.GEOID18 height accuracy estimate available here.
 GL1319
 GL1319.Click photographs - Photos may exist for this station.
 GL1319
 GL1319.The dynamic height is computed by dividing the NAVD 88
 GL1319.geopotential number by the normal gravity value computed on the
 GL1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1319.degrees latitude (g = 980.6199 gals.).
 GL1319
 GL1319.The modeled gravity was interpolated from observed gravity values.
 GL1319
 GL1319;                    North         East    Units  Estimated Accuracy
 GL1319;SPC OK N     -   198,897.      194,902.      MT  (+/- 10 meters HH2 GPS)
 GL1319
 GL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2014365231(NAD 83)
 GL1319
 GL1319                          SUPERSEDED SURVEY CONTROL
 GL1319
 GL1319.No superseded survey control is available for this station.
 GL1319
 GL1319_MARKER: I = METAL ROD
 GL1319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1319_STAMPING: N 202 1985
 GL1319_MARK LOGO: NGS
 GL1319_PROJECTION: FLUSH
 GL1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1319+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2015
 GL1319_ROD/PIPE-DEPTH: 4.3 meters
 GL1319
 GL1319  HISTORY     - Date     Condition        Report By
 GL1319  HISTORY     - 1985     MONUMENTED       NGS
 GL1319  HISTORY     - 20051008 GOOD             INDIV
 GL1319  HISTORY     - 20150506 GOOD             INDIV
 GL1319
 GL1319                          STATION DESCRIPTION
 GL1319
 GL1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1319'3.4 KM (2.1 MI) SOUTH FROM BOISE CITY.
 GL1319'3.4 KM (2.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1319'IN BOISE CITY, 24.5 M (80.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GL1319'HIGHWAY, 11.0 M (36.1 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING
 GL1319'SOUTH, AND 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES.
 GL1319'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1319'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 GL1319'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1319
 GL1319                          STATION RECOVERY (2005)
 GL1319
 GL1319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1319'RECOVERED IN GOOD CONDITION.
 GL1319
 GL1319                          STATION RECOVERY (2015)
 GL1319
 GL1319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLJ)
 GL1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0778 ***********************************************************************
 EK0778  DESIGNATION -  N 203
 EK0778  PID         -  EK0778
 EK0778  STATE/COUNTY-  OK/CHOCTAW
 EK0778  COUNTRY     -  US
 EK0778  USGS QUAD   -  FORT TOWSON (2019)
 EK0778
 EK0778                         *CURRENT SURVEY CONTROL
 EK0778  ______________________________________________________________________
 EK0778* NAD 83(1986) POSITION- 34 01 30.     (N) 095 20 53.     (W)   SCALED
 EK0778* NAVD 88 ORTHO HEIGHT -   140.292 (meters)      460.27  (feet) ADJUSTED
 EK0778  ______________________________________________________________________
 EK0778  GEOID HEIGHT    -        -29.143 (meters)                     GEOID18
 EK0778  DYNAMIC HEIGHT  -        140.142 (meters)      459.78  (feet) COMP
 EK0778  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 EK0778
 EK0778  VERT ORDER      -  FIRST     CLASS II
 EK0778
 EK0778.The horizontal coordinates were scaled from a map and have
 EK0778.an estimated accuracy of +/- 6 seconds.
 EK0778
 EK0778.The orthometric height was determined by differential leveling and
 EK0778.adjusted by the NATIONAL GEODETIC SURVEY
 EK0778.in June 1991.
 EK0778
 EK0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0778.GEOID18 height accuracy estimate available here.
 EK0778
 EK0778.Click photographs - Photos may exist for this station.
 EK0778
 EK0778.The dynamic height is computed by dividing the NAVD 88
 EK0778.geopotential number by the normal gravity value computed on the
 EK0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0778.degrees latitude (g = 980.6199 gals.).
 EK0778
 EK0778.The modeled gravity was interpolated from observed gravity values.
 EK0778
 EK0778;                    North         East    Units  Estimated Accuracy
 EK0778;SPC OK S     -    79,940.      844,900.      MT  (+/- 180 meters Scaled)
 EK0778
 EK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT832674(NAD 83)
 EK0778
 EK0778                          SUPERSEDED SURVEY CONTROL
 EK0778
 EK0778.No superseded survey control is available for this station.
 EK0778
 EK0778_MARKER: DV = VERTICAL CONTROL DISK
 EK0778_SETTING: 66 = SET IN ROCK OUTCROP
 EK0778_STAMPING: N 203 1986
 EK0778_MARK LOGO: NGS
 EK0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0778+STABILITY: POSITION/ELEVATION WELL
 EK0778
 EK0778  HISTORY     - Date     Condition        Report By
 EK0778  HISTORY     - 1986     MONUMENTED       NGS
 EK0778
 EK0778                          STATION DESCRIPTION
 EK0778
 EK0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0778'16.8 KM (10.45 MI) EAST FROM HUGO.
 EK0778'16.8 KM (10.45 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0778'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 17.1 M (56.1 FT)
 EK0778'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) NORTHWEST
 EK0778'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 10.4 M (34.1 FT)
 EK0778'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, AND 9.9 M
 EK0778'(32.5 FT) SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST CORNER OF A CONCRETE
 EK0778'CULVERT.  NOTE--THE DISK IS SET IN BEDROCK 1.0 FT BELOW THE GROUND
 EK0778'SURFACE.  ACCESS IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0778'THE MARK IS 0.1 METERS  NW FROM  A WITNESS POST
 EK0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0822 ***********************************************************************
 FJ0822  DESIGNATION -  N 204
 FJ0822  PID         -  FJ0822
 FJ0822  STATE/COUNTY-  OK/CANADIAN
 FJ0822  COUNTRY     -  US
 FJ0822  USGS QUAD   -  OKARCHE (2018)
 FJ0822
 FJ0822                         *CURRENT SURVEY CONTROL
 FJ0822  ______________________________________________________________________
 FJ0822* NAD 83(1986) POSITION- 35 43 28.     (N) 097 58 23.     (W)   SCALED
 FJ0822* NAVD 88 ORTHO HEIGHT -   379.165 (meters)     1243.98  (feet) ADJUSTED
 FJ0822  ______________________________________________________________________
 FJ0822  GEOID HEIGHT    -        -27.079 (meters)                     GEOID18
 FJ0822  DYNAMIC HEIGHT  -        378.811 (meters)     1242.82  (feet) COMP
 FJ0822  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 FJ0822
 FJ0822  VERT ORDER      -  FIRST     CLASS II
 FJ0822
 FJ0822.The horizontal coordinates were scaled from a map and have
 FJ0822.an estimated accuracy of +/- 6 seconds.
 FJ0822
 FJ0822.The orthometric height was determined by differential leveling and
 FJ0822.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0822.in June 1991.
 FJ0822
 FJ0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0822.GEOID18 height accuracy estimate available here.
 FJ0822
 FJ0822.Click photographs - Photos may exist for this station.
 FJ0822
 FJ0822.The dynamic height is computed by dividing the NAVD 88
 FJ0822.geopotential number by the normal gravity value computed on the
 FJ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0822.degrees latitude (g = 980.6199 gals.).
 FJ0822
 FJ0822.The modeled gravity was interpolated from observed gravity values.
 FJ0822
 FJ0822;                    North         East    Units  Estimated Accuracy
 FJ0822;SPC OK N     -    80,380.      602,440.      MT  (+/- 180 meters Scaled)
 FJ0822
 FJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE928538(NAD 83)
 FJ0822
 FJ0822                          SUPERSEDED SURVEY CONTROL
 FJ0822
 FJ0822  NGVD 29 (04/22/92)  379.006  (m)         1243.46   (f) ADJUSTED    1 2
 FJ0822
 FJ0822.Superseded values are not recommended for survey control.
 FJ0822
 FJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0822.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0822
 FJ0822_MARKER: DV = VERTICAL CONTROL DISK
 FJ0822_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ0822_SP_SET: GRAIN ELEVATOR
 FJ0822_STAMPING: N 204 1985
 FJ0822_MARK LOGO: NGS
 FJ0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0822+STABILITY: POSITION/ELEVATION WELL
 FJ0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0822+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2019
 FJ0822
 FJ0822  HISTORY     - Date     Condition        Report By
 FJ0822  HISTORY     - 1985     MONUMENTED       NGS
 FJ0822  HISTORY     - 1989     GOOD             USPSQD
 FJ0822  HISTORY     - 20191212 GOOD             OKDOT
 FJ0822
 FJ0822                          STATION DESCRIPTION
 FJ0822
 FJ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0822'IN OKARCHE.
 FJ0822'VERTICALLY, IN THE SOUTHWEST FACE OF THE 6-INCH FLAT FACE BETWEEN THE
 FJ0822'SOUTHWEST AND WEST ROUND PORTIONS OF THE LARGER CONCRETE GRAIN
 FJ0822'ELEVATORS BELONGING TO THE OKARCHE CO-OP ASSOCIATION, 21.6 METERS (71
 FJ0822'FT) EAST OF THE CENTER OF THE ROAD, 34.4 METERS (112.7 FT) EAST OF THE
 FJ0822'EAST RAIL OF THE MAIN TRACK AND 1.7 METERS (5.6 FT) SOUTHEAST OF THE
 FJ0822'SOUTHEAST EDGE OF A WINDOW FOR AN OFFICE IN THE WEST PORTION OF THE
 FJ0822'GRAIN ELEVATOR.
 FJ0822'THE MARK IS 1.2 M ABOVE THE GROUND.
 FJ0822
 FJ0822                          STATION RECOVERY (1989)
 FJ0822
 FJ0822'RECOVERY NOTE BY US POWER SQUADRON 1989 (MC)
 FJ0822'RECOVERED IN GOOD CONDITION.
 FJ0822
 FJ0822                          STATION RECOVERY (2019)
 FJ0822
 FJ0822'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (DM)
 FJ0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0569 ***********************************************************************
 GH0569  DESIGNATION -  N 205
 GH0569  PID         -  GH0569
 GH0569  STATE/COUNTY-  OK/GARFIELD
 GH0569  COUNTRY     -  US
 GH0569  USGS QUAD   -  KREMLIN (2018)
 GH0569
 GH0569                         *CURRENT SURVEY CONTROL
 GH0569  ______________________________________________________________________
 GH0569* NAD 83(1986) POSITION- 36 34 45.7    (N) 097 52 22.9    (W)   HD_HELD2
 GH0569* NAVD 88 ORTHO HEIGHT -   339.716 (meters)     1114.55  (feet) ADJUSTED
 GH0569  ______________________________________________________________________
 GH0569  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 GH0569  DYNAMIC HEIGHT  -        339.425 (meters)     1113.60  (feet) COMP
 GH0569  MODELED GRAVITY -    979,763.2   (mgal)                       NAVD 88
 GH0569
 GH0569  VERT ORDER      -  FIRST     CLASS II
 GH0569
 GH0569.The horizontal coordinates were established by autonomous hand held GPS
 GH0569.observations and have an estimated accuracy of +/- 10 meters.
 GH0569
 GH0569.The orthometric height was determined by differential leveling and
 GH0569.adjusted by the NATIONAL GEODETIC SURVEY
 GH0569.in June 1991.
 GH0569
 GH0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0569.GEOID18 height accuracy estimate available here.
 GH0569
 GH0569.Click photographs - Photos may exist for this station.
 GH0569
 GH0569.The dynamic height is computed by dividing the NAVD 88
 GH0569.geopotential number by the normal gravity value computed on the
 GH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0569.degrees latitude (g = 980.6199 gals.).
 GH0569
 GH0569.The modeled gravity was interpolated from observed gravity values.
 GH0569
 GH0569;                    North         East    Units  Estimated Accuracy
 GH0569;SPC OK N     -   175,245.      611,364.      MT  (+/- 10 meters HH2 GPS)
 GH0569
 GH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0082548802(NAD 83)
 GH0569
 GH0569                          SUPERSEDED SURVEY CONTROL
 GH0569
 GH0569  NGVD 29 (04/22/92)  339.554  (m)         1114.02   (f) ADJUSTED    1 2
 GH0569
 GH0569.Superseded values are not recommended for survey control.
 GH0569
 GH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0569.See file dsdata.pdf to determine how the superseded data were derived.
 GH0569
 GH0569_MARKER: DV = VERTICAL CONTROL DISK
 GH0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0569_SP_SET: BRIDGE WINGWALL
 GH0569_STAMPING: N 205 1985
 GH0569_MARK LOGO: NGS
 GH0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0569
 GH0569  HISTORY     - Date     Condition        Report By
 GH0569  HISTORY     - 1985     MONUMENTED       NGS
 GH0569
 GH0569                          STATION DESCRIPTION
 GH0569
 GH0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0569'22.8 KM (14.15 MI) NORTH FROM ENID.
 GH0569'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0569'IN ENID, THENCE 21.9 KM (13.55 MI) NORTH ALONG US HIGHWAY 81, IN TOP
 GH0569'OF THE WEST END OF THE NORTHEAST WINGWALL FOR THE BRIDGE OVER WILD
 GH0569'HORSE CREEK, 7.3 METERS (24 FT) EAST OF THE HIGHWAY CENTERLINE AND
 GH0569'19.8 METERS (64.9 FT) SOUTHWEST OF A DOUBLE GUYED POWER POLE.
 GH0569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0617 ***********************************************************************
 GH0617  DESIGNATION -  N 206
 GH0617  PID         -  GH0617
 GH0617  STATE/COUNTY-  OK/GRANT
 GH0617  COUNTRY     -  US
 GH0617  USGS QUAD   -  WAKITA SW (2018)
 GH0617
 GH0617                         *CURRENT SURVEY CONTROL
 GH0617  ______________________________________________________________________
 GH0617* NAD 83(1986) POSITION- 36 48 39.4    (N) 097 55 45.7    (W)   HD_HELD2
 GH0617* NAVD 88 ORTHO HEIGHT -   344.365 (meters)     1129.80  (feet) ADJUSTED
 GH0617  ______________________________________________________________________
 GH0617  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 GH0617  DYNAMIC HEIGHT  -        344.079 (meters)     1128.87  (feet) COMP
 GH0617  MODELED GRAVITY -    979,789.9   (mgal)                       NAVD 88
 GH0617
 GH0617  VERT ORDER      -  FIRST     CLASS II
 GH0617
 GH0617.The horizontal coordinates were established by autonomous hand held GPS
 GH0617.observations and have an estimated accuracy of +/- 10 meters.
 GH0617
 GH0617.The orthometric height was determined by differential leveling and
 GH0617.adjusted by the NATIONAL GEODETIC SURVEY
 GH0617.in June 1991.
 GH0617
 GH0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0617.GEOID18 height accuracy estimate available here.
 GH0617
 GH0617.Click photographs - Photos may exist for this station.
 GH0617
 GH0617.The dynamic height is computed by dividing the NAVD 88
 GH0617.geopotential number by the normal gravity value computed on the
 GH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0617.degrees latitude (g = 980.6199 gals.).
 GH0617
 GH0617.The modeled gravity was interpolated from observed gravity values.
 GH0617
 GH0617;                    North         East    Units  Estimated Accuracy
 GH0617;SPC OK N     -   200,939.      606,303.      MT  (+/- 10 meters HH2 GPS)
 GH0617
 GH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9549874434(NAD 83)
 GH0617
 GH0617                          SUPERSEDED SURVEY CONTROL
 GH0617
 GH0617.No superseded survey control is available for this station.
 GH0617
 GH0617_MARKER: I = METAL ROD
 GH0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0617_STAMPING: N 206 1985
 GH0617_MARK LOGO: NGS
 GH0617_PROJECTION: FLUSH
 GH0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0617+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0617_ROD/PIPE-DEPTH: 4.9 meters
 GH0617
 GH0617  HISTORY     - Date     Condition        Report By
 GH0617  HISTORY     - 1985     MONUMENTED       NGS
 GH0617  HISTORY     - 20090528 GOOD             OKDOT
 GH0617
 GH0617                          STATION DESCRIPTION
 GH0617
 GH0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0617'17.9 KM (11.1 MI) WEST FROM MEDFORD.
 GH0617'17.9 KM (11.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0617'HIGHWAY 81 AT MEDFORD, AT THE JUNCTION OF STATE ROUTE 11A LEADING
 GH0617'NORTH TO WAKITA, 18.7 METERS (61.4 FT) NORTH OF THE HIGHWAY
 GH0617'CENTERLINE, 47.7 METERS (156.4 FT) EAST OF THE CENTER OF STATE ROUTE
 GH0617'11A, 3.7 METERS (12 FT) NORTH OF A POWER POLE, 4.0 METERS (13 FT) EAST
 GH0617'OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY
 GH0617'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0617'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0617'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0617
 GH0617                          STATION RECOVERY (2009)
 GH0617
 GH0617'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0603 ***********************************************************************
 GH0603  DESIGNATION -  N 207
 GH0603  PID         -  GH0603
 GH0603  STATE/COUNTY-  OK/GARFIELD
 GH0603  COUNTRY     -  US
 GH0603  USGS QUAD   -  WAUKOMIS (2018)
 GH0603
 GH0603                         *CURRENT SURVEY CONTROL
 GH0603  ______________________________________________________________________
 GH0603* NAD 83(1986) POSITION- 36 20 23.     (N) 097 53 24.     (W)   SCALED
 GH0603* NAVD 88 ORTHO HEIGHT -   393.233 (meters)     1290.13  (feet) ADJUSTED
 GH0603  ______________________________________________________________________
 GH0603  GEOID HEIGHT    -        -27.712 (meters)                     GEOID18
 GH0603  DYNAMIC HEIGHT  -        392.886 (meters)     1288.99  (feet) COMP
 GH0603  MODELED GRAVITY -    979,737.1   (mgal)                       NAVD 88
 GH0603
 GH0603  VERT ORDER      -  FIRST     CLASS II
 GH0603
 GH0603.The horizontal coordinates were scaled from a map and have
 GH0603.an estimated accuracy of +/- 6 seconds.
 GH0603
 GH0603.The orthometric height was determined by differential leveling and
 GH0603.adjusted by the NATIONAL GEODETIC SURVEY
 GH0603.in June 1991.
 GH0603
 GH0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0603.GEOID18 height accuracy estimate available here.
 GH0603
 GH0603.Click photographs - Photos may exist for this station.
 GH0603
 GH0603.The dynamic height is computed by dividing the NAVD 88
 GH0603.geopotential number by the normal gravity value computed on the
 GH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0603.degrees latitude (g = 980.6199 gals.).
 GH0603
 GH0603.The modeled gravity was interpolated from observed gravity values.
 GH0603
 GH0603;                    North         East    Units  Estimated Accuracy
 GH0603;SPC OK N     -   148,650.      609,880.      MT  (+/- 180 meters Scaled)
 GH0603
 GH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF996222(NAD 83)
 GH0603
 GH0603                          SUPERSEDED SURVEY CONTROL
 GH0603
 GH0603  NGVD 29 (04/22/92)  393.051  (m)         1289.53   (f) ADJUSTED    1 2
 GH0603
 GH0603.Superseded values are not recommended for survey control.
 GH0603
 GH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0603.See file dsdata.pdf to determine how the superseded data were derived.
 GH0603
 GH0603_MARKER: F = FLANGE-ENCASED ROD
 GH0603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0603_STAMPING: N 207 1985
 GH0603_MARK LOGO: NGS
 GH0603_PROJECTION: FLUSH
 GH0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0603+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0603_ROD/PIPE-DEPTH: 5.2 meters
 GH0603
 GH0603  HISTORY     - Date     Condition        Report By
 GH0603  HISTORY     - 1985     MONUMENTED       NGS
 GH0603  HISTORY     - 20091201 GOOD             INDIV
 GH0603
 GH0603                          STATION DESCRIPTION
 GH0603
 GH0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0603'5.6 KM (3.5 MI) SOUTH FROM ENID.
 GH0603'5.64 KM (3.51 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF SATAT
 GH0603'HIGHWAY 15 AT ENID, ALSO 6.63 KM (4.12 MI) NORTH ALONG US HIGHWAY 81
 GH0603'FROM WAUKOMIS, AT THE T JUNCTION OF A PAVED ROAD LEADING EAST TO THE
 GH0603'GRAY RIDGE SUB-DIVISION, IN THE CENTER OF A DOUBLE WOOD POST BRACE AT
 GH0603'THE SOUTH END OF A WIRE GATE FOR A FIELD ACCESS ROAD LEADING WEST,
 GH0603'0.81 KM (0.50 MI) SOUTH OF THE T JUNCTION OF A PAVED ROAD LEADING WEST
 GH0603'TO THE VANCE AIR FORCE BASE, 15.1 METERS (49.5 FT) WEST OF THE SOUTH
 GH0603'BOUND HIGHWAY LANES, 37.5 METERS (123 FT) NORTH OF THE EXTENDED CENTER
 GH0603'OF THE PAVED ROAD LEADING TO THE SUB-DIVISION, 14.6 METERS (48 FT)
 GH0603'SOUTH-SOUTHWEST OF A T JUNCTION POWER POLE, 4.3 METERS (14 FT) SOUTH
 GH0603'OF THE CENTER OF THE FIELD ACCESS ROAD AND 0.3 METER (1 FT) EAST OF
 GH0603'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GH0603'5-INCH LOGO CAP.
 GH0603'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0603'THE MARK IS ABOVE LEVEL WITH THE SOUTH BOUND LANES.
 GH0603
 GH0603                          STATION RECOVERY (2009)
 GH0603
 GH0603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0780 ***********************************************************************
 EK0780  DESIGNATION -  N 208
 EK0780  PID         -  EK0780
 EK0780  STATE/COUNTY-  OK/CHOCTAW
 EK0780  COUNTRY     -  US
 EK0780  USGS QUAD   -  HUGO DAM (2019)
 EK0780
 EK0780                         *CURRENT SURVEY CONTROL
 EK0780  ______________________________________________________________________
 EK0780* NAD 83(1986) POSITION- 34 00 36.     (N) 095 22 55.     (W)   SCALED
 EK0780* NAVD 88 ORTHO HEIGHT -   138.231 (meters)      453.51  (feet) ADJUSTED
 EK0780  ______________________________________________________________________
 EK0780  GEOID HEIGHT    -        -29.058 (meters)                     GEOID18
 EK0780  DYNAMIC HEIGHT  -        138.084 (meters)      453.03  (feet) COMP
 EK0780  MODELED GRAVITY -    979,569.5   (mgal)                       NAVD 88
 EK0780
 EK0780  VERT ORDER      -  FIRST     CLASS II
 EK0780
 EK0780.The horizontal coordinates were scaled from a map and have
 EK0780.an estimated accuracy of +/- 6 seconds.
 EK0780
 EK0780.The orthometric height was determined by differential leveling and
 EK0780.adjusted by the NATIONAL GEODETIC SURVEY
 EK0780.in June 1991.
 EK0780
 EK0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0780.GEOID18 height accuracy estimate available here.
 EK0780
 EK0780.Click photographs - Photos may exist for this station.
 EK0780
 EK0780.The dynamic height is computed by dividing the NAVD 88
 EK0780.geopotential number by the normal gravity value computed on the
 EK0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0780.degrees latitude (g = 980.6199 gals.).
 EK0780
 EK0780.The modeled gravity was interpolated from observed gravity values.
 EK0780
 EK0780;                    North         East    Units  Estimated Accuracy
 EK0780;SPC OK S     -    78,200.      841,810.      MT  (+/- 180 meters Scaled)
 EK0780
 EK0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT800658(NAD 83)
 EK0780
 EK0780                          SUPERSEDED SURVEY CONTROL
 EK0780
 EK0780.No superseded survey control is available for this station.
 EK0780
 EK0780_MARKER: DV = VERTICAL CONTROL DISK
 EK0780_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EK0780_SP_SET: SPILLWAY FOUNDATION WALL
 EK0780_STAMPING: N 208 1986
 EK0780_MARK LOGO: NGS
 EK0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0780+STABILITY: POSITION/ELEVATION WELL
 EK0780
 EK0780  HISTORY     - Date     Condition        Report By
 EK0780  HISTORY     - 1986     MONUMENTED       NGS
 EK0780  HISTORY     - 20020723 GOOD             INDIV
 EK0780
 EK0780                          STATION DESCRIPTION
 EK0780
 EK0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0780'13.1 KM (8.15 MI) EAST FROM HUGO.
 EK0780'11.3 KM (7.0 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0780'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, THENCE 1.8 KM (1.1 MI)
 EK0780'NORTHEASTERLY ALONG THE LAKE HUGO DAM ROAD, IN TOP OF THE FOUNDATION
 EK0780'WALL OF THE MOST NORTHEASTERLY 1 OF 7 SPILLWAYS, 96.5 M (316.6 FT)
 EK0780'NORTHEAST OF BENCH MARK M 208, 5.2 M (17.1 FT) SOUTHEAST OF THE
 EK0780'CENTERLINE OF THE ROAD, 1.6 M (5.2 FT) NORTHWEST OF THE NORTHWEST FACE
 EK0780'OF A SMALL METAL BUILDING, 1.4 M (4.6 FT) SOUTHEAST OF THE SOUTHEAST
 EK0780'EDGE OF A CURB, 0.3 M (1.0 FT) SOUTHEAST OF A METAL LIGHT POLE, AND
 EK0780'0.1 M (0.3 FT) SOUTHWEST OF A GUARD RAIL.
 EK0780'THE MARK IS 0.3 M ABOVE THE ROAD.
 EK0780
 EK0780                          STATION RECOVERY (2002)
 EK0780
 EK0780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BGR)
 EK0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0797 ***********************************************************************
 EK0797  DESIGNATION -  N 209
 EK0797  PID         -  EK0797
 EK0797  STATE/COUNTY-  OK/CHOCTAW
 EK0797  COUNTRY     -  US
 EK0797  USGS QUAD   -  BOSWELL (2018)
 EK0797
 EK0797                         *CURRENT SURVEY CONTROL
 EK0797  ______________________________________________________________________
 EK0797* NAD 83(1986) POSITION- 34 01 26.     (N) 095 45 26.     (W)   SCALED
 EK0797* NAVD 88 ORTHO HEIGHT -   149.380 (meters)      490.09  (feet) ADJUSTED
 EK0797  ______________________________________________________________________
 EK0797  GEOID HEIGHT    -        -28.684 (meters)                     GEOID18
 EK0797  DYNAMIC HEIGHT  -        149.221 (meters)      489.57  (feet) COMP
 EK0797  MODELED GRAVITY -    979,566.1   (mgal)                       NAVD 88
 EK0797
 EK0797  VERT ORDER      -  FIRST     CLASS II
 EK0797
 EK0797.The horizontal coordinates were scaled from a map and have
 EK0797.an estimated accuracy of +/- 6 seconds.
 EK0797
 EK0797.The orthometric height was determined by differential leveling and
 EK0797.adjusted by the NATIONAL GEODETIC SURVEY
 EK0797.in June 1991.
 EK0797
 EK0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0797.GEOID18 height accuracy estimate available here.
 EK0797
 EK0797.Click photographs - Photos may exist for this station.
 EK0797
 EK0797.The dynamic height is computed by dividing the NAVD 88
 EK0797.geopotential number by the normal gravity value computed on the
 EK0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0797.degrees latitude (g = 980.6199 gals.).
 EK0797
 EK0797.The modeled gravity was interpolated from observed gravity values.
 EK0797
 EK0797;                    North         East    Units  Estimated Accuracy
 EK0797;SPC OK S     -    78,900.      807,120.      MT  (+/- 180 meters Scaled)
 EK0797
 EK0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT454682(NAD 83)
 EK0797
 EK0797                          SUPERSEDED SURVEY CONTROL
 EK0797
 EK0797.No superseded survey control is available for this station.
 EK0797
 EK0797_MARKER: I = METAL ROD
 EK0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0797_STAMPING: N 209 1986
 EK0797_MARK LOGO: NGS
 EK0797_PROJECTION: FLUSH
 EK0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0797_ROD/PIPE-DEPTH: 4.0 meters
 EK0797
 EK0797  HISTORY     - Date     Condition        Report By
 EK0797  HISTORY     - 1986     MONUMENTED       NGS
 EK0797
 EK0797                          STATION DESCRIPTION
 EK0797
 EK0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0797'24.4 KM (15.15 MI) WEST FROM HUGO.
 EK0797'24.4 KM (15.15 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0797'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 0.6 KM (0.35 MI)
 EK0797'SOUTHWEST OF A HIGHWAY BRIDGE SPANNING THE MUDDY BOGGY RIVER, 30.5 M
 EK0797'(100.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.4 M (24.3 FT)
 EK0797'EAST OF THE CENTER OF A PAVED FIELD ENTRANCE, AND 4.8 M (15.7 FT)
 EK0797'NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST.  NOTE--ACCESS TO
 EK0797'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0797'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0797'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0962 ***********************************************************************
 DN0962  DESIGNATION -  N 210
 DN0962  PID         -  DN0962
 DN0962  STATE/COUNTY-  OK/BRYAN
 DN0962  COUNTRY     -  US
 DN0962  USGS QUAD   -  DURANT SOUTH (2018)
 DN0962
 DN0962                         *CURRENT SURVEY CONTROL
 DN0962  ______________________________________________________________________
 DN0962* NAD 83(1986) POSITION- 33 55 36.     (N) 096 26 02.     (W)   SCALED
 DN0962* NAVD 88 ORTHO HEIGHT -   210.353 (meters)      690.13  (feet) ADJUSTED
 DN0962  ______________________________________________________________________
 DN0962  GEOID HEIGHT    -        -26.565 (meters)                     GEOID18
 DN0962  DYNAMIC HEIGHT  -        210.131 (meters)      689.40  (feet) COMP
 DN0962  MODELED GRAVITY -    979,576.8   (mgal)                       NAVD 88
 DN0962
 DN0962  VERT ORDER      -  FIRST     CLASS II
 DN0962
 DN0962.The horizontal coordinates were scaled from a map and have
 DN0962.an estimated accuracy of +/- 6 seconds.
 DN0962
 DN0962.The orthometric height was determined by differential leveling and
 DN0962.adjusted by the NATIONAL GEODETIC SURVEY
 DN0962.in June 1991.
 DN0962
 DN0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0962.GEOID18 height accuracy estimate available here.
 DN0962
 DN0962.Click photographs - Photos may exist for this station.
 DN0962
 DN0962.The dynamic height is computed by dividing the NAVD 88
 DN0962.geopotential number by the normal gravity value computed on the
 DN0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0962.degrees latitude (g = 980.6199 gals.).
 DN0962
 DN0962.The modeled gravity was interpolated from observed gravity values.
 DN0962
 DN0962;                    North         East    Units  Estimated Accuracy
 DN0962;SPC OK S     -    66,940.      744,800.      MT  (+/- 180 meters Scaled)
 DN0962
 DN0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC372569(NAD 83)
 DN0962
 DN0962                          SUPERSEDED SURVEY CONTROL
 DN0962
 DN0962.No superseded survey control is available for this station.
 DN0962
 DN0962_MARKER: I = METAL ROD
 DN0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0962_STAMPING: N 210 1986
 DN0962_MARK LOGO: NGS
 DN0962_PROJECTION: FLUSH
 DN0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0962_ROD/PIPE-DEPTH: 3.7 meters
 DN0962
 DN0962  HISTORY     - Date     Condition        Report By
 DN0962  HISTORY     - 1986     MONUMENTED       NGS
 DN0962
 DN0962                          STATION DESCRIPTION
 DN0962
 DN0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0962'8.9 KM (5.55 MI) SW FROM DURANT.
 DN0962'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINES ROUTE AND
 DN0962'U.S. HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, 51.8
 DN0962'(169.9 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 20.4 M
 DN0962'(66.9 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 DN0962'TH HIGHWAY, AND 5.0 M (16.4 FT) SOUTHWEST OF A FENCE CORNER.
 DN0962'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0962'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DN0962'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0675 ***********************************************************************
 EL0675  DESIGNATION -  N 211
 EL0675  PID         -  EL0675
 EL0675  STATE/COUNTY-  OK/STEPHENS
 EL0675  COUNTRY     -  US
 EL0675  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0675
 EL0675                         *CURRENT SURVEY CONTROL
 EL0675  ______________________________________________________________________
 EL0675* NAD 83(1986) POSITION- 34 37 17.25   (N) 097 58 00.45   (W)   HD_HELD1
 EL0675* NAVD 88 ORTHO HEIGHT -   380.505 (meters)     1248.37  (feet) ADJUSTED
 EL0675  ______________________________________________________________________
 EL0675  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 EL0675  DYNAMIC HEIGHT  -        380.107 (meters)     1247.07  (feet) COMP
 EL0675  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 EL0675
 EL0675  VERT ORDER      -  FIRST     CLASS II
 EL0675
 EL0675.The horizontal coordinates were determined by differentially corrected
 EL0675.hand held GPS observations or other comparable positioning techniques
 EL0675.and have an estimated accuracy of +/- 3 meters.
 EL0675
 EL0675.The orthometric height was determined by differential leveling and
 EL0675.adjusted by the NATIONAL GEODETIC SURVEY
 EL0675.in June 1991.
 EL0675
 EL0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0675.GEOID18 height accuracy estimate available here.
 EL0675
 EL0675.Click photographs - Photos may exist for this station.
 EL0675
 EL0675.The dynamic height is computed by dividing the NAVD 88
 EL0675.geopotential number by the normal gravity value computed on the
 EL0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0675.degrees latitude (g = 980.6199 gals.).
 EL0675
 EL0675.The modeled gravity was interpolated from observed gravity values.
 EL0675
 EL0675;                    North         East    Units  Estimated Accuracy
 EL0675;SPC OK S     -   142,883.7     603,045.2     MT  (+/- 3 meters HH1 GPS) 
 EL0675
 EL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9471531550(NAD 83)
 EL0675
 EL0675                          SUPERSEDED SURVEY CONTROL
 EL0675
 EL0675.No superseded survey control is available for this station.
 EL0675
 EL0675_MARKER: I = METAL ROD
 EL0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0675+WITH SETTING: INFORMATION.
 EL0675_STAMPING: N 211 1986
 EL0675_MARK LOGO: NGS
 EL0675_PROJECTION: FLUSH
 EL0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0675_ROD/PIPE-DEPTH: 2.1 meters
 EL0675
 EL0675  HISTORY     - Date     Condition        Report By
 EL0675  HISTORY     - 1986     MONUMENTED       NGS
 EL0675
 EL0675                          STATION DESCRIPTION
 EL0675
 EL0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0675'15.6 KM (9.7 MI) NORTH FROM DUNCAN.
 EL0675'15.6 KM (9.7 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0675'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 20.4
 EL0675'M (66.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT)
 EL0675'SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO SORRELS AUTO REPAIR, 1.9
 EL0675'M (6.2 FT) NORTHEAST OF A GUY WIRE ANCHOR, AND 0.9 M (3.0 FT) NORTH OF
 EL0675'A UTILTIY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EL0675'LOGO CAP.
 EL0675'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 EL0675'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0626 ***********************************************************************
 EL0626  DESIGNATION -  N 212
 EL0626  PID         -  EL0626
 EL0626  STATE/COUNTY-  OK/BRYAN
 EL0626  COUNTRY     -  US
 EL0626  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0626
 EL0626                         *CURRENT SURVEY CONTROL
 EL0626  ______________________________________________________________________
 EL0626* NAD 83(1986) POSITION- 34 00 18.8    (N) 096 02 36.7    (W)   HD_HELD2
 EL0626* NAVD 88 ORTHO HEIGHT -   184.922 (meters)      606.70  (feet) ADJUSTED
 EL0626  ______________________________________________________________________
 EL0626  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 EL0626  DYNAMIC HEIGHT  -        184.732 (meters)      606.07  (feet) COMP
 EL0626  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 EL0626
 EL0626  VERT ORDER      -  FIRST     CLASS II
 EL0626
 EL0626.The horizontal coordinates were established by autonomous hand held GPS
 EL0626.observations and have an estimated accuracy of +/- 10 meters.
 EL0626
 EL0626.The orthometric height was determined by differential leveling and
 EL0626.adjusted by the NATIONAL GEODETIC SURVEY
 EL0626.in June 1991.
 EL0626
 EL0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0626.GEOID18 height accuracy estimate available here.
 EL0626
 EL0626.Click photographs - Photos may exist for this station.
 EL0626
 EL0626.The dynamic height is computed by dividing the NAVD 88
 EL0626.geopotential number by the normal gravity value computed on the
 EL0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0626.degrees latitude (g = 980.6199 gals.).
 EL0626
 EL0626.The modeled gravity was interpolated from observed gravity values.
 EL0626
 EL0626;                    North         East    Units  Estimated Accuracy
 EL0626;SPC OK S     -    76,280.      780,723.      MT  (+/- 10 meters HH2 GPS)
 EL0626
 EL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7305266677(NAD 83)
 EL0626
 EL0626                          SUPERSEDED SURVEY CONTROL
 EL0626
 EL0626.No superseded survey control is available for this station.
 EL0626
 EL0626_MARKER: I = METAL ROD
 EL0626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0626_STAMPING: N 212 1986
 EL0626_MARK LOGO: NGS
 EL0626_PROJECTION: FLUSH
 EL0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0626_ROD/PIPE-DEPTH: 3.4 meters
 EL0626
 EL0626  HISTORY     - Date     Condition        Report By
 EL0626  HISTORY     - 1986     MONUMENTED       NGS
 EL0626
 EL0626                          STATION DESCRIPTION
 EL0626
 EL0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0626'33.0 KM (20.5 MI) EAST FROM DURANT.
 EL0626'33.0 KM (20.5 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0626'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 46.6 M (152.9 FT)
 EL0626'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT)
 EL0626'EAST-NORTHEAST THE NORTHEAST CORNER OF THE BRESE GENERAL STORE, AND
 EL0626'6.1 M (20.0 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH THREE
 EL0626'TRANSFORMERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EL0626'LOGO CAP.
 EL0626'THE MARK IS 0.8 METERS  SSE FROM  A WITNESS POST
 EL0626'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0643 ***********************************************************************
 EL0643  DESIGNATION -  N 213
 EL0643  PID         -  EL0643
 EL0643  STATE/COUNTY-  OK/JEFFERSON
 EL0643  COUNTRY     -  US
 EL0643  USGS QUAD   -  WAURIKA EAST (2018)
 EL0643
 EL0643                         *CURRENT SURVEY CONTROL
 EL0643  ______________________________________________________________________
 EL0643* NAD 83(1986) POSITION- 34 08 33.63   (N) 097 58 47.04   (W)   HD_HELD1
 EL0643* NAVD 88 ORTHO HEIGHT -   271.070 (meters)      889.34  (feet) ADJUSTED
 EL0643  ______________________________________________________________________
 EL0643  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 EL0643  DYNAMIC HEIGHT  -        270.796 (meters)      888.44  (feet) COMP
 EL0643  MODELED GRAVITY -    979,615.4   (mgal)                       NAVD 88
 EL0643
 EL0643  VERT ORDER      -  FIRST     CLASS II
 EL0643
 EL0643.The horizontal coordinates were determined by differentially corrected
 EL0643.hand held GPS observations or other comparable positioning techniques
 EL0643.and have an estimated accuracy of +/- 3 meters.
 EL0643
 EL0643.The orthometric height was determined by differential leveling and
 EL0643.adjusted by the NATIONAL GEODETIC SURVEY
 EL0643.in June 1991.
 EL0643
 EL0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0643.GEOID18 height accuracy estimate available here.
 EL0643
 EL0643.Click photographs - Photos may exist for this station.
 EL0643
 EL0643.The dynamic height is computed by dividing the NAVD 88
 EL0643.geopotential number by the normal gravity value computed on the
 EL0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0643.degrees latitude (g = 980.6199 gals.).
 EL0643
 EL0643.The modeled gravity was interpolated from observed gravity values.
 EL0643
 EL0643;                    North         East    Units  Estimated Accuracy
 EL0643;SPC OK S     -    89,775.2     601,869.1     MT  (+/- 3 meters HH1 GPS) 
 EL0643
 EL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9406378445(NAD 83)
 EL0643
 EL0643                          SUPERSEDED SURVEY CONTROL
 EL0643
 EL0643.No superseded survey control is available for this station.
 EL0643
 EL0643_MARKER: I = METAL ROD
 EL0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0643_STAMPING: N 213 1986
 EL0643_MARK LOGO: NGS
 EL0643_PROJECTION: FLUSH
 EL0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0643_ROD/PIPE-DEPTH: 7.0 meters
 EL0643
 EL0643  HISTORY     - Date     Condition        Report By
 EL0643  HISTORY     - 1986     MONUMENTED       NGS
 EL0643
 EL0643                          STATION DESCRIPTION
 EL0643
 EL0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0643'1.8 KM (1.1 MI) SOUTH FROM WAURIKA.
 EL0643'1.8 KM (1.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 EL0643'U.S. HIGHWAY 70 IN WAURIKA, 20.2 M (66.3 FT) NORTHEAST OF THE
 EL0643'CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) NORTHWEST OF THE CENTER OF
 EL0643'AN IRON PIPE GATE, AND 3.0 M (9.8 FT) EAST OF A UTILITY POLE.
 EL0643'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0643'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST AND FENCE
 EL0643'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0780 ***********************************************************************
 FJ0780  DESIGNATION -  N 214
 FJ0780  PID         -  FJ0780
 FJ0780  STATE/COUNTY-  OK/GRADY
 FJ0780  COUNTRY     -  US
 FJ0780  USGS QUAD   -  CHICKASHA (2018)
 FJ0780
 FJ0780                         *CURRENT SURVEY CONTROL
 FJ0780  ______________________________________________________________________
 FJ0780* NAD 83(1986) POSITION- 35 01 59.5    (N) 097 56 01.9    (W)   HD_HELD2
 FJ0780* NAVD 88 ORTHO HEIGHT -   339.227 (meters)     1112.95  (feet) ADJUSTED
 FJ0780  ______________________________________________________________________
 FJ0780  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 FJ0780  DYNAMIC HEIGHT  -        338.892 (meters)     1111.85  (feet) COMP
 FJ0780  MODELED GRAVITY -    979,637.5   (mgal)                       NAVD 88
 FJ0780
 FJ0780  VERT ORDER      -  FIRST     CLASS II
 FJ0780
 FJ0780.The horizontal coordinates were established by autonomous hand held GPS
 FJ0780.observations and have an estimated accuracy of +/- 10 meters.
 FJ0780
 FJ0780.The orthometric height was determined by differential leveling and
 FJ0780.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0780.in June 1991.
 FJ0780
 FJ0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0780.GEOID18 height accuracy estimate available here.
 FJ0780
 FJ0780.Click photographs - Photos may exist for this station.
 FJ0780
 FJ0780.The dynamic height is computed by dividing the NAVD 88
 FJ0780.geopotential number by the normal gravity value computed on the
 FJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0780.degrees latitude (g = 980.6199 gals.).
 FJ0780
 FJ0780.The modeled gravity was interpolated from observed gravity values.
 FJ0780
 FJ0780;                    North         East    Units  Estimated Accuracy
 FJ0780;SPC OK S     -   188,560.      606,035.      MT  (+/- 10 meters HH2 GPS)
 FJ0780
 FJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9724977243(NAD 83)
 FJ0780
 FJ0780                          SUPERSEDED SURVEY CONTROL
 FJ0780
 FJ0780.No superseded survey control is available for this station.
 FJ0780
 FJ0780_MARKER: I = METAL ROD
 FJ0780_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0780+WITH SETTING: INFORMATION.
 FJ0780_STAMPING: N 214 1986
 FJ0780_MARK LOGO: NGS
 FJ0780_PROJECTION: FLUSH
 FJ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0780_ROD/PIPE-DEPTH: 2.4 meters
 FJ0780
 FJ0780  HISTORY     - Date     Condition        Report By
 FJ0780  HISTORY     - 1986     MONUMENTED       NGS
 FJ0780
 FJ0780                          STATION DESCRIPTION
 FJ0780
 FJ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0780'IN CHICKASHA.
 FJ0780'IN CHICKSHA, AT THE INTERSECTION OF ALABAMA AVENUE AND SOUTH 2ND
 FJ0780'STREET, 13.2 M (43.3 FT) EAST OF THE EXTENDED CENTER OF THE STREET,
 FJ0780'4.7 M (15.4 FT) SOUTH OF THE CENTER OF THE AVENUE, 11.1 M (36.4 FT)
 FJ0780'SOUTHEAST OF A FIRE HYDRANT, AND 1.4 M (4.6 FT) WEST OF A UTILITY
 FJ0780'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0780'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 FJ0780'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1373 ***********************************************************************
 FJ1373  DESIGNATION -  N 215
 FJ1373  PID         -  FJ1373
 FJ1373  STATE/COUNTY-  OK/MCCLAIN
 FJ1373  COUNTRY     -  US
 FJ1373  USGS QUAD   -  NEWCASTLE (2018)
 FJ1373
 FJ1373                         *CURRENT SURVEY CONTROL
 FJ1373  ______________________________________________________________________
 FJ1373* NAD 83(1986) POSITION- 35 10 56.     (N) 097 33 00.     (W)   SCALED
 FJ1373* NAVD 88 ORTHO HEIGHT -   368.181 (meters)     1207.94  (feet) ADJUSTED
 FJ1373  ______________________________________________________________________
 FJ1373  GEOID HEIGHT    -        -26.484 (meters)                     GEOID18
 FJ1373  DYNAMIC HEIGHT  -        367.822 (meters)     1206.76  (feet) COMP
 FJ1373  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 FJ1373
 FJ1373  VERT ORDER      -  FIRST     CLASS II
 FJ1373
 FJ1373.The horizontal coordinates were scaled from a map and have
 FJ1373.an estimated accuracy of +/- 6 seconds.
 FJ1373
 FJ1373.The orthometric height was determined by differential leveling and
 FJ1373.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1373.in August 1994.
 FJ1373
 FJ1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1373.GEOID18 height accuracy estimate available here.
 FJ1373
 FJ1373.Click photographs - Photos may exist for this station.
 FJ1373
 FJ1373.The dynamic height is computed by dividing the NAVD 88
 FJ1373.geopotential number by the normal gravity value computed on the
 FJ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1373.degrees latitude (g = 980.6199 gals.).
 FJ1373
 FJ1373.The modeled gravity was interpolated from observed gravity values.
 FJ1373
 FJ1373;                    North         East    Units  Estimated Accuracy
 FJ1373;SPC OK S     -   205,180.      640,990.      MT  (+/- 180 meters Scaled)
 FJ1373
 FJ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD320942(NAD 83)
 FJ1373
 FJ1373                          SUPERSEDED SURVEY CONTROL
 FJ1373
 FJ1373.No superseded survey control is available for this station.
 FJ1373
 FJ1373_MARKER: I = METAL ROD
 FJ1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1373_STAMPING: N 215 1994
 FJ1373_MARK LOGO: NGS
 FJ1373_PROJECTION: FLUSH
 FJ1373_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1373+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1373_ROD/PIPE-DEPTH: 3.7 meters
 FJ1373
 FJ1373  HISTORY     - Date     Condition        Report By
 FJ1373  HISTORY     - 1994     MONUMENTED       NGS
 FJ1373
 FJ1373                          STATION DESCRIPTION
 FJ1373
 FJ1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1373'2.2 KM (1.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 35 FROM THE
 FJ1373'JUNCTION OF STATE HIGHWAY 9 EAST IN NORMAN (EXIT 108 A), THENCE 5.1
 FJ1373'KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 9 (EXIT 106), 188.0 M
 FJ1373'(616.8 FT) WEST OF THE CENTER OF PENN ROAD, 46.5 M (152.6 FT) NORTH
 FJ1373'OF THE HIGHWAY CENTERLINE, 11.6 M (38.1 FT) SOUTH OF THE CENTER OF A
 FJ1373'SERVICE ROAD, 1.2 M (3.9 FT) EAST OF A UTILITY POLE AND WITNESS POST,
 FJ1373'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 FJ1373'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0651 ***********************************************************************
 FK0651  DESIGNATION -  N 216
 FK0651  PID         -  FK0651
 FK0651  STATE/COUNTY-  OK/CADDO
 FK0651  COUNTRY     -  US
 FK0651  USGS QUAD   -  COGAR SE (2018)
 FK0651
 FK0651                         *CURRENT SURVEY CONTROL
 FK0651  ______________________________________________________________________
 FK0651* NAD 83(1986) POSITION- 35 20 02.     (N) 098 06 48.     (W)   SCALED
 FK0651* NAVD 88 ORTHO HEIGHT -   451.781 (meters)     1482.22  (feet) ADJUSTED
 FK0651  ______________________________________________________________________
 FK0651  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 FK0651  DYNAMIC HEIGHT  -        451.328 (meters)     1480.73  (feet) COMP
 FK0651  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 FK0651
 FK0651  VERT ORDER      -  FIRST     CLASS II
 FK0651
 FK0651.The horizontal coordinates were scaled from a map and have
 FK0651.an estimated accuracy of +/- 6 seconds.
 FK0651
 FK0651.The orthometric height was determined by differential leveling and
 FK0651.adjusted by the NATIONAL GEODETIC SURVEY
 FK0651.in August 1994.
 FK0651
 FK0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0651.GEOID18 height accuracy estimate available here.
 FK0651
 FK0651.Click photographs - Photos may exist for this station.
 FK0651
 FK0651.The dynamic height is computed by dividing the NAVD 88
 FK0651.geopotential number by the normal gravity value computed on the
 FK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0651.degrees latitude (g = 980.6199 gals.).
 FK0651
 FK0651.The modeled gravity was interpolated from observed gravity values.
 FK0651
 FK0651;                    North         East    Units  Estimated Accuracy
 FK0651;SPC OK S     -   221,920.      589,700.      MT  (+/- 180 meters Scaled)
 FK0651
 FK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE805104(NAD 83)
 FK0651
 FK0651                          SUPERSEDED SURVEY CONTROL
 FK0651
 FK0651.No superseded survey control is available for this station.
 FK0651
 FK0651_MARKER: I = METAL ROD
 FK0651_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0651+WITH SETTING: INFORMATION.
 FK0651_STAMPING: N 216 1994
 FK0651_MARK LOGO: NGS
 FK0651_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0651+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0651
 FK0651  HISTORY     - Date     Condition        Report By
 FK0651  HISTORY     - 1994     MONUMENTED       NGS
 FK0651
 FK0651                          STATION DESCRIPTION
 FK0651
 FK0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0651'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0651'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0651'THENCE 15.7 KM (9.75 MI) WESTERLY ALONG STATE HIGHWAY 152, A METAL
 FK0651'ROD DRIVEN 2.1 MTERS AND FLUSH WITH THE GROUND, 33.5 M
 FK0651'(109.9 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 17.8 KM (11.05 MI)
 FK0651'SOUTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) EAST OF THE CENTER OF
 FK0651'A GATE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 FK0651'(2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FK0651'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 FK0651'REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1094 ***********************************************************************
 EM1094  DESIGNATION -  N 217
 EM1094  PID         -  EM1094
 EM1094  STATE/COUNTY-  OK/STEPHENS
 EM1094  COUNTRY     -  US
 EM1094  USGS QUAD   -  NELLIE (2018)
 EM1094
 EM1094                         *CURRENT SURVEY CONTROL
 EM1094  ______________________________________________________________________
 EM1094* NAD 83(1986) POSITION- 34 35 39.39   (N) 098 00 15.92   (W)   HD_HELD1
 EM1094* NAVD 88 ORTHO HEIGHT -   370.214 (meters)     1214.61  (feet) ADJUSTED
 EM1094  ______________________________________________________________________
 EM1094  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 EM1094  DYNAMIC HEIGHT  -        369.829 (meters)     1213.35  (feet) COMP
 EM1094  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 EM1094
 EM1094  VERT ORDER      -  FIRST     CLASS II
 EM1094
 EM1094.The horizontal coordinates were determined by differentially corrected
 EM1094.hand held GPS observations or other comparable positioning techniques
 EM1094.and have an estimated accuracy of +/- 3 meters.
 EM1094
 EM1094.The orthometric height was determined by differential leveling and
 EM1094.adjusted by the NATIONAL GEODETIC SURVEY
 EM1094.in August 1994.
 EM1094
 EM1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1094.GEOID18 height accuracy estimate available here.
 EM1094
 EM1094.Click photographs - Photos may exist for this station.
 EM1094
 EM1094.The dynamic height is computed by dividing the NAVD 88
 EM1094.geopotential number by the normal gravity value computed on the
 EM1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM1094.degrees latitude (g = 980.6199 gals.).
 EM1094
 EM1094.The modeled gravity was interpolated from observed gravity values.
 EM1094
 EM1094;                    North         East    Units  Estimated Accuracy
 EM1094;SPC OK S     -   139,867.8     599,594.3     MT  (+/- 3 meters HH1 GPS) 
 EM1094
 EM1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9129528501(NAD 83)
 EM1094
 EM1094                          SUPERSEDED SURVEY CONTROL
 EM1094
 EM1094.No superseded survey control is available for this station.
 EM1094
 EM1094_MARKER: DV = VERTICAL CONTROL DISK
 EM1094_SETTING: 66 = SET IN ROCK OUTCROP
 EM1094_STAMPING: N 217 1994
 EM1094_MARK LOGO: NGS
 EM1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM1094+STABILITY: POSITION/ELEVATION WELL
 EM1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1094+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2025
 EM1094
 EM1094  HISTORY     - Date     Condition        Report By
 EM1094  HISTORY     - 1994     MONUMENTED       NGS
 EM1094  HISTORY     - 20250731 GOOD             WHE
 EM1094
 EM1094                          STATION DESCRIPTION
 EM1094
 EM1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EM1094'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EM1094'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EM1094'HIGHWAY 81, THENCE 3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EM1094'NEAR THE CENTER OF A 3 BY 5-FOOT EXPOSED AREA OF BEDROCK, 243.0 M
 EM1094'(797.2 FT) WEST OF THE CENTER OF A PAVED ROAD, 57.6 M (189.0 FT) WEST
 EM1094'OF THE CENTER OF A DRIVEWAY, 12.7 M (41.7 FT) SOUTH OF THE HIGHWAY
 EM1094'CENTERLINE (WILL BE THE EASTBOUND LANES WHEN CONSTRUCTION IS
 EM1094'COMPLETED), 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 EM1094'(1.0 FT) EAST OF A WITNESS POST.
 EM1094
 EM1094                          STATION RECOVERY (2025)
 EM1094
 EM1094'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EM1094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1368 ***********************************************************************
 FJ1368  DESIGNATION -  N 218
 FJ1368  PID         -  FJ1368
 FJ1368  STATE/COUNTY-  OK/OKLAHOMA
 FJ1368  COUNTRY     -  US
 FJ1368  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1368
 FJ1368                         *CURRENT SURVEY CONTROL
 FJ1368  ______________________________________________________________________
 FJ1368* NAD 83(1986) POSITION- 35 25 22.     (N) 097 37 08.     (W)   SCALED
 FJ1368* NAVD 88 ORTHO HEIGHT -   386.775 (meters)     1268.94  (feet) ADJUSTED
 FJ1368  ______________________________________________________________________
 FJ1368  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 FJ1368  DYNAMIC HEIGHT  -        386.401 (meters)     1267.72  (feet) COMP
 FJ1368  MODELED GRAVITY -    979,655.2   (mgal)                       NAVD 88
 FJ1368
 FJ1368  VERT ORDER      -  FIRST     CLASS II
 FJ1368
 FJ1368.The horizontal coordinates were scaled from a map and have
 FJ1368.an estimated accuracy of +/- 6 seconds.
 FJ1368
 FJ1368.The orthometric height was determined by differential leveling and
 FJ1368.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1368.in August 1994.
 FJ1368
 FJ1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1368.GEOID18 height accuracy estimate available here.
 FJ1368
 FJ1368.Click photographs - Photos may exist for this station.
 FJ1368
 FJ1368.The dynamic height is computed by dividing the NAVD 88
 FJ1368.geopotential number by the normal gravity value computed on the
 FJ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1368.degrees latitude (g = 980.6199 gals.).
 FJ1368
 FJ1368.The modeled gravity was interpolated from observed gravity values.
 FJ1368
 FJ1368;                    North         East    Units  Estimated Accuracy
 FJ1368;SPC OK N     -    46,980.      634,610.      MT  (+/- 180 meters Scaled)
 FJ1368
 FJ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE253208(NAD 83)
 FJ1368
 FJ1368                          SUPERSEDED SURVEY CONTROL
 FJ1368
 FJ1368.No superseded survey control is available for this station.
 FJ1368
 FJ1368_MARKER: DV = VERTICAL CONTROL DISK
 FJ1368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1368_SP_SET: BRIDGE ABUTMENT
 FJ1368_STAMPING: N 218 1994
 FJ1368_MARK LOGO: NGS
 FJ1368_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1368+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1368
 FJ1368  HISTORY     - Date     Condition        Report By
 FJ1368  HISTORY     - 1994     MONUMENTED       NGS
 FJ1368  HISTORY     - 20230327 MARK NOT FOUND   OKDOT
 FJ1368
 FJ1368                          STATION DESCRIPTION
 FJ1368
 FJ1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1368'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1368'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 4.6 KM (2.85 MI) SOUTHERLY
 FJ1368'ALONG MACARTHUR BOULEVARD, IN TOP OF AND 0.8 M (2.6 FT) WEST OF THE
 FJ1368'EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE BOULEVARD OVERPASS OF
 FJ1368'SOUTHWEST 44TH STREET, 20.3 M (66.6 FT) SOUTH OF THE CENTERLINE OF
 FJ1368'THE EASTBOUND LANES OF THE STREET, 11.4 M (37.4 FT) EAST OF THE
 FJ1368'BOULEVARD CENTERLINE, 6.6 M (21.7 FT) NORTH OF THE SOUTH END OF THE
 FJ1368'EAST BRIDGE RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FJ1368'BOULEVARD.
 FJ1368
 FJ1368                          STATION RECOVERY (2023)
 FJ1368
 FJ1368'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ1368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1273 ***********************************************************************
 FH1273  DESIGNATION -  N 219
 FH1273  PID         -  FH1273
 FH1273  STATE/COUNTY-  OK/TULSA
 FH1273  COUNTRY     -  US
 FH1273  USGS QUAD   -  BIXBY (2018)
 FH1273
 FH1273                         *CURRENT SURVEY CONTROL
 FH1273  ______________________________________________________________________
 FH1273* NAD 83(1986) POSITION- 35 54 03.82   (N) 095 55 35.88   (W)   HD_HELD1
 FH1273* NAVD 88 ORTHO HEIGHT -   208.202 (meters)      683.08  (feet) ADJUSTED
 FH1273  ______________________________________________________________________
 FH1273  GEOID HEIGHT    -        -29.031 (meters)                     GEOID18
 FH1273  DYNAMIC HEIGHT  -        208.015 (meters)      682.46  (feet) COMP
 FH1273  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 FH1273
 FH1273  VERT ORDER      -  FIRST     CLASS II
 FH1273
 FH1273.The horizontal coordinates were determined by differentially corrected
 FH1273.hand held GPS observations or other comparable positioning techniques
 FH1273.and have an estimated accuracy of +/- 3 meters.
 FH1273
 FH1273.The orthometric height was determined by differential leveling and
 FH1273.adjusted by the NATIONAL GEODETIC SURVEY
 FH1273.in August 1994.
 FH1273
 FH1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1273.GEOID18 height accuracy estimate available here.
 FH1273
 FH1273.Click photographs - Photos may exist for this station.
 FH1273
 FH1273.The dynamic height is computed by dividing the NAVD 88
 FH1273.geopotential number by the normal gravity value computed on the
 FH1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1273.degrees latitude (g = 980.6199 gals.).
 FH1273
 FH1273.The modeled gravity was interpolated from observed gravity values.
 FH1273
 FH1273;                    North         East    Units  Estimated Accuracy
 FH1273;SPC OK N     -   101,973.5     787,153.2     MT  (+/- 3 meters HH1 GPS) 
 FH1273
 FH1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3586476932(NAD 83)
 FH1273
 FH1273                          SUPERSEDED SURVEY CONTROL
 FH1273
 FH1273.No superseded survey control is available for this station.
 FH1273
 FH1273_MARKER: F = FLANGE-ENCASED ROD
 FH1273_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1273+WITH SETTING: INFORMATION.
 FH1273_STAMPING: N 219 1994
 FH1273_MARK LOGO: NGS
 FH1273_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1273+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FH1273
 FH1273  HISTORY     - Date     Condition        Report By
 FH1273  HISTORY     - 1994     MONUMENTED       NGS
 FH1273
 FH1273                          STATION DESCRIPTION
 FH1273
 FH1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1273'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1273'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1273'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1273'THENCE 3.6 KM (2.25 MI) WESTERLY ALONG EAST 181ST  STREET SOUTH, A MET
 FH1273'ROD DRIVEN 3.0 METERS AND FLUSH WITH THE GROUND, 42.4
 FH1273'M (139.1 FT) WEST OF THE CENTERLINE OF SOUTH YALE AVENUE, 15.9 M
 FH1273'(52.2 FT) EAST OF THE CENTER OF A DRIVEWAY, 8.9 M (29.2 FT) SOUTH OF
 FH1273'THE STREET CENTERLINE, 1.1 M (3.6 FT) WEST OF A UTILITY POLE, 0.4 M
 FH1273'(1.3 FT) BELOW THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) NORTH OF A
 FH1273'WITNESS POST AND CHAIN-LINK FENCE. NOTE--ACCESS TO THE DATUM POINT IS
 FH1273'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 FH1273'ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9276 ***********************************************************************
 AC9276  DESIGNATION -  N 220
 AC9276  PID         -  AC9276
 AC9276  STATE/COUNTY-  OK/SEQUOYAH
 AC9276  COUNTRY     -  US
 AC9276  USGS QUAD   -  SALLISAW (2019)
 AC9276
 AC9276                         *CURRENT SURVEY CONTROL
 AC9276  ______________________________________________________________________
 AC9276* NAD 83(1986) POSITION- 35 23 48.     (N) 094 48 55.     (W)   SCALED
 AC9276* NAVD 88 ORTHO HEIGHT -   197.070 (meters)      646.55  (feet) ADJUSTED
 AC9276  ______________________________________________________________________
 AC9276  GEOID HEIGHT    -        -30.220 (meters)                     GEOID18
 AC9276  DYNAMIC HEIGHT  -        196.884 (meters)      645.94  (feet) COMP
 AC9276  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 AC9276
 AC9276  VERT ORDER      -  FIRST     CLASS II
 AC9276
 AC9276.The horizontal coordinates were scaled from a map and have
 AC9276.an estimated accuracy of +/- 6 seconds.
 AC9276
 AC9276.The orthometric height was determined by differential leveling and
 AC9276.adjusted by the NATIONAL GEODETIC SURVEY
 AC9276.in July 2002.
 AC9276
 AC9276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9276.GEOID18 height accuracy estimate available here.
 AC9276
 AC9276.Click photographs - Photos may exist for this station.
 AC9276
 AC9276.The dynamic height is computed by dividing the NAVD 88
 AC9276.geopotential number by the normal gravity value computed on the
 AC9276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9276.degrees latitude (g = 980.6199 gals.).
 AC9276
 AC9276.The modeled gravity was interpolated from observed gravity values.
 AC9276
 AC9276;                    North         East    Units  Estimated Accuracy
 AC9276;SPC OK N     -    48,760.      889,280.      MT  (+/- 180 meters Scaled)
 AC9276
 AC9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV351185(NAD 83)
 AC9276
 AC9276                          SUPERSEDED SURVEY CONTROL
 AC9276
 AC9276.No superseded survey control is available for this station.
 AC9276
 AC9276_MARKER: I = METAL ROD
 AC9276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9276_STAMPING: N 220 1997
 AC9276_MARK LOGO: NGS
 AC9276_PROJECTION: FLUSH
 AC9276_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9276+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9276_ROD/PIPE-DEPTH: 3.6 meters
 AC9276_SLEEVE-DEPTH  : 0.9 meters
 AC9276
 AC9276  HISTORY     - Date     Condition        Report By
 AC9276  HISTORY     - 1997     MONUMENTED       NGS
 AC9276
 AC9276                          STATION DESCRIPTION
 AC9276
 AC9276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9276'6.8 KM (4.20 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION OF
 AC9276'INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , 23.5 M (77.1 FT) SOUTH
 AC9276'OF THE CENTER OF A DRIVEWAY, 13.4 M (44.0 FT) WEST OF THE HIGHWAY
 AC9276'CENTERLINE, 5.4 M (17.7 FT) NORTH OF THE NORTH END OF A CULVERT UNDER
 AC9276'A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 AC9276'(2.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9276'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9276'THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9207 ***********************************************************************
 AC9207  DESIGNATION -  N 221
 AC9207  PID         -  AC9207
 AC9207  STATE/COUNTY-  OK/GRANT
 AC9207  COUNTRY     -  US
 AC9207  USGS QUAD   -  NARDIN (2018)
 AC9207
 AC9207                         *CURRENT SURVEY CONTROL
 AC9207  ______________________________________________________________________
 AC9207* NAD 83(1986) POSITION- 36 46 52.     (N) 097 28 50.     (W)   SCALED
 AC9207* NAVD 88 ORTHO HEIGHT -   313.381 (meters)     1028.15  (feet) ADJUSTED
 AC9207  ______________________________________________________________________
 AC9207  GEOID HEIGHT    -        -28.440 (meters)                     GEOID18
 AC9207  DYNAMIC HEIGHT  -        313.115 (meters)     1027.28  (feet) COMP
 AC9207  MODELED GRAVITY -    979,774.9   (mgal)                       NAVD 88
 AC9207
 AC9207  VERT ORDER      -  SECOND    CLASS I
 AC9207
 AC9207.The horizontal coordinates were scaled from a map and have
 AC9207.an estimated accuracy of +/- 6 seconds.
 AC9207
 AC9207.The orthometric height was determined by differential leveling and
 AC9207.adjusted by the NATIONAL GEODETIC SURVEY
 AC9207.in July 2002.
 AC9207
 AC9207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9207.GEOID18 height accuracy estimate available here.
 AC9207
 AC9207.Click photographs - Photos may exist for this station.
 AC9207
 AC9207.The dynamic height is computed by dividing the NAVD 88
 AC9207.geopotential number by the normal gravity value computed on the
 AC9207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9207.degrees latitude (g = 980.6199 gals.).
 AC9207
 AC9207.The modeled gravity was interpolated from observed gravity values.
 AC9207
 AC9207;                    North         East    Units  Estimated Accuracy
 AC9207;SPC OK N     -   197,750.      646,370.      MT  (+/- 180 meters Scaled)
 AC9207
 AC9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF355716(NAD 83)
 AC9207
 AC9207                          SUPERSEDED SURVEY CONTROL
 AC9207
 AC9207.No superseded survey control is available for this station.
 AC9207
 AC9207_MARKER: I = METAL ROD
 AC9207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9207_STAMPING: N 221 1997
 AC9207_MARK LOGO: NGS
 AC9207_PROJECTION: FLUSH
 AC9207_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9207+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9207_ROD/PIPE-DEPTH: 7.0 meters
 AC9207_SLEEVE-DEPTH  : 0.9 meters
 AC9207
 AC9207  HISTORY     - Date     Condition        Report By
 AC9207  HISTORY     - 1997     MONUMENTED       NGS
 AC9207
 AC9207                          STATION DESCRIPTION
 AC9207
 AC9207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9207'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9207'IN LAMONT, THENCE 9.5 KM (5.90 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AC9207'39.4 M (129.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 19.8
 AC9207'M (65.0 FT) EAST OF THE ROAD CENTER, 0.6 M (2.0 FT) WEST OF A WITNESS
 AC9207'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.
 AC9207'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC9207'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0319 ***********************************************************************
 GL0319  DESIGNATION -  N 23
 GL0319  PID         -  GL0319
 GL0319  STATE/COUNTY-  OK/CIMARRON
 GL0319  COUNTRY     -  US
 GL0319  USGS QUAD   -  BOISE CITY SE (2018)
 GL0319
 GL0319                         *CURRENT SURVEY CONTROL
 GL0319  ______________________________________________________________________
 GL0319* NAD 83(1986) POSITION- 36 35 28.     (N) 102 33 13.     (W)   SCALED
 GL0319* NAVD 88 ORTHO HEIGHT -  1278.800 (meters)     4195.53  (feet) ADJUSTED
 GL0319  ______________________________________________________________________
 GL0319  GEOID HEIGHT    -        -23.772 (meters)                     GEOID18
 GL0319  DYNAMIC HEIGHT  -       1277.381 (meters)     4190.87  (feet) COMP
 GL0319  MODELED GRAVITY -    979,477.6   (mgal)                       NAVD 88
 GL0319
 GL0319  VERT ORDER      -  FIRST     CLASS II
 GL0319
 GL0319.The horizontal coordinates were scaled from a map and have
 GL0319.an estimated accuracy of +/- 6 seconds.
 GL0319
 GL0319.The orthometric height was determined by differential leveling and
 GL0319.adjusted by the NATIONAL GEODETIC SURVEY
 GL0319.in June 1991.
 GL0319
 GL0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0319.GEOID18 height accuracy estimate available here.
 GL0319
 GL0319.Click photographs - Photos may exist for this station.
 GL0319
 GL0319.The dynamic height is computed by dividing the NAVD 88
 GL0319.geopotential number by the normal gravity value computed on the
 GL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0319.degrees latitude (g = 980.6199 gals.).
 GL0319
 GL0319.The modeled gravity was interpolated from observed gravity values.
 GL0319
 GL0319;                    North         East    Units  Estimated Accuracy
 GL0319;SPC OK N     -   186,100.      192,680.      MT  (+/- 180 meters Scaled)
 GL0319
 GL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA188523(NAD 83)
 GL0319
 GL0319                          SUPERSEDED SURVEY CONTROL
 GL0319
 GL0319.No superseded survey control is available for this station.
 GL0319
 GL0319_MARKER: DB = BENCH MARK DISK
 GL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0319_STAMPING: N 23 1933
 GL0319_MARK LOGO: CGS
 GL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0319+STABILITY: SURFACE MOTION
 GL0319
 GL0319  HISTORY     - Date     Condition        Report By
 GL0319  HISTORY     - 1933     MONUMENTED       CGS
 GL0319  HISTORY     - 1934     GOOD             CGS
 GL0319  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0319
 GL0319                          STATION DESCRIPTION
 GL0319
 GL0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0319'11.8 MI S FROM BOISE CITY.
 GL0319'11.8 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0319'HIGHWAY NO. 38.  2.2 MILES NORTH OF THE POINT WHERE ROAD TURNS WEST TO
 GL0319'FELT.  APPROX., 700 YDS. SOUTH OF THE TOP OF A SMALL SWELL.  50 FT.
 GL0319'WEST OF THE CENTER LINE OF THE HIGHWAY.
 GL0319
 GL0319                          STATION RECOVERY (1985)
 GL0319
 GL0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0319'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0290 ***********************************************************************
 FK0290  DESIGNATION -  N 25
 FK0290  PID         -  FK0290
 FK0290  STATE/COUNTY-  OK/CUSTER
 FK0290  COUNTRY     -  US
 FK0290  USGS QUAD   -  MCCLURE (2018)
 FK0290
 FK0290                         *CURRENT SURVEY CONTROL
 FK0290  ______________________________________________________________________
 FK0290* NAD 83(1986) POSITION- 35 40 27.     (N) 099 20 39.     (W)   SCALED
 FK0290* NAVD 88 ORTHO HEIGHT -   517.132 (meters)     1696.62  (feet) ADJUSTED
 FK0290  ______________________________________________________________________
 FK0290  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 FK0290  DYNAMIC HEIGHT  -        516.604 (meters)     1694.89  (feet) COMP
 FK0290  MODELED GRAVITY -    979,595.9   (mgal)                       NAVD 88
 FK0290
 FK0290  VERT ORDER      -  SECOND    CLASS 0
 FK0290
 FK0290.The horizontal coordinates were scaled from a map and have
 FK0290.an estimated accuracy of +/- 6 seconds.
 FK0290
 FK0290.The orthometric height was determined by differential leveling and
 FK0290.adjusted by the NATIONAL GEODETIC SURVEY
 FK0290.in June 1991.
 FK0290
 FK0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0290.GEOID18 height accuracy estimate available here.
 FK0290
 FK0290.Click photographs - Photos may exist for this station.
 FK0290
 FK0290.The dynamic height is computed by dividing the NAVD 88
 FK0290.geopotential number by the normal gravity value computed on the
 FK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0290.degrees latitude (g = 980.6199 gals.).
 FK0290
 FK0290.The modeled gravity was interpolated from observed gravity values.
 FK0290
 FK0290;                    North         East    Units  Estimated Accuracy
 FK0290;SPC OK N     -    75,640.      478,310.      MT  (+/- 180 meters Scaled)
 FK0290
 FK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME688478(NAD 83)
 FK0290
 FK0290                          SUPERSEDED SURVEY CONTROL
 FK0290
 FK0290  NGVD 29 (??/??/92)  516.881  (m)         1695.80   (f) ADJ UNCH    2 0
 FK0290
 FK0290.Superseded values are not recommended for survey control.
 FK0290
 FK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0290.See file dsdata.pdf to determine how the superseded data were derived.
 FK0290
 FK0290_MARKER: DB = BENCH MARK DISK
 FK0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0290_STAMPING: N 25 1934
 FK0290_MARK LOGO: CGS
 FK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0290+STABILITY: SURFACE MOTION
 FK0290
 FK0290  HISTORY     - Date     Condition        Report By
 FK0290  HISTORY     - 1934     MONUMENTED       CGS
 FK0290  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0290
 FK0290                          STATION DESCRIPTION
 FK0290
 FK0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0290'IN CUSTER COUNTY, 4.0 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 FK0290'RAILROAD FROM THE STATION AT HAMMON, ROGER MILLS COUNTY,
 FK0290'0.4 MILE WEST OF MILEPOST 157, 325 FEET SOUTHEAST OF AN
 FK0290'UNPAINTED FARMHOUSE, 48 FEET NORTH OF THE NORTH RAIL, AND
 FK0290'AT THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 FK0290'N 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0443 ***********************************************************************
 FK0443  DESIGNATION -  N 26
 FK0443  PID         -  FK0443
 FK0443  STATE/COUNTY-  OK/BECKHAM
 FK0443  COUNTRY     -  US
 FK0443  USGS QUAD   -  CARTER WEST (2018)
 FK0443
 FK0443                         *CURRENT SURVEY CONTROL
 FK0443  ______________________________________________________________________
 FK0443* NAD 83(1986) POSITION- 35 07 54.     (N) 099 30 33.     (W)   SCALED
 FK0443* NAVD 88 ORTHO HEIGHT -   531.020 (meters)     1742.19  (feet) ADJUSTED
 FK0443  ______________________________________________________________________
 FK0443  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 FK0443  DYNAMIC HEIGHT  -        530.488 (meters)     1740.44  (feet) COMP
 FK0443  MODELED GRAVITY -    979,613.3   (mgal)                       NAVD 88
 FK0443
 FK0443  VERT ORDER      -  SECOND    CLASS 0
 FK0443
 FK0443.The horizontal coordinates were scaled from a map and have
 FK0443.an estimated accuracy of +/- 6 seconds.
 FK0443
 FK0443.The orthometric height was determined by differential leveling and
 FK0443.adjusted by the NATIONAL GEODETIC SURVEY
 FK0443.in June 1991.
 FK0443
 FK0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0443.GEOID18 height accuracy estimate available here.
 FK0443
 FK0443.Click photographs - Photos may exist for this station.
 FK0443
 FK0443.The dynamic height is computed by dividing the NAVD 88
 FK0443.geopotential number by the normal gravity value computed on the
 FK0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0443.degrees latitude (g = 980.6199 gals.).
 FK0443
 FK0443.The modeled gravity was interpolated from observed gravity values.
 FK0443
 FK0443;                    North         East    Units  Estimated Accuracy
 FK0443;SPC OK S     -   200,510.      462,460.      MT  (+/- 180 meters Scaled)
 FK0443
 FK0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD536877(NAD 83)
 FK0443
 FK0443                          SUPERSEDED SURVEY CONTROL
 FK0443
 FK0443  NGVD 29 (??/??/92)  530.818  (m)         1741.53   (f) ADJ UNCH    2 0
 FK0443
 FK0443.Superseded values are not recommended for survey control.
 FK0443
 FK0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0443.See file dsdata.pdf to determine how the superseded data were derived.
 FK0443
 FK0443_MARKER: DB = BENCH MARK DISK
 FK0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0443_STAMPING: N 26 1934
 FK0443_MARK LOGO: CGS
 FK0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0443+STABILITY: SURFACE MOTION
 FK0443
 FK0443  HISTORY     - Date     Condition        Report By
 FK0443  HISTORY     - 1934     MONUMENTED       CGS
 FK0443  HISTORY     - 19890111 MARK NOT FOUND   USPSQD
 FK0443
 FK0443                          STATION DESCRIPTION
 FK0443
 FK0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0443'6.2 MI S FROM CARTER.
 FK0443'6.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0443'THE STATION AT CARTER, BECKHAM COUNTY, 0.3 MILE SOUTH OF MILEPOST
 FK0443'114, AT A SECTION-LINE ROAD CROSSING, 42 FEET EAST OF THE EAST
 FK0443'RAIL, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND NEAR
 FK0443'A FENCE CORNER.  A STANDARD DISK, STAMPED N 26 1934 AND SET IN
 FK0443'THE TOP OF A CONCRETE POST.
 FK0443
 FK0443                          STATION RECOVERY (1989)
 FK0443
 FK0443'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 FK0443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0265 ***********************************************************************
 EM0265  DESIGNATION -  N 27
 EM0265  PID         -  EM0265
 EM0265  STATE/COUNTY-  OK/JACKSON
 EM0265  COUNTRY     -  US
 EM0265  USGS QUAD   -  ALTUS SE (2018)
 EM0265
 EM0265                         *CURRENT SURVEY CONTROL
 EM0265  ______________________________________________________________________
 EM0265* NAD 83(1986) POSITION- 34 36 19.     (N) 099 22 10.     (W)   SCALED
 EM0265* NAVD 88 ORTHO HEIGHT -   411.016 (meters)     1348.48  (feet) ADJUSTED
 EM0265  ______________________________________________________________________
 EM0265  GEOID HEIGHT    -        -27.424 (meters)                     GEOID18
 EM0265  DYNAMIC HEIGHT  -        410.574 (meters)     1347.02  (feet) COMP
 EM0265  MODELED GRAVITY -    979,548.4   (mgal)                       NAVD 88
 EM0265
 EM0265  VERT ORDER      -  SECOND    CLASS 0
 EM0265
 EM0265.The horizontal coordinates were scaled from a map and have
 EM0265.an estimated accuracy of +/- 6 seconds.
 EM0265
 EM0265.The orthometric height was determined by differential leveling and
 EM0265.adjusted by the NATIONAL GEODETIC SURVEY
 EM0265.in June 1991.
 EM0265
 EM0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0265.GEOID18 height accuracy estimate available here.
 EM0265
 EM0265.Click photographs - Photos may exist for this station.
 EM0265
 EM0265.The dynamic height is computed by dividing the NAVD 88
 EM0265.geopotential number by the normal gravity value computed on the
 EM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0265.degrees latitude (g = 980.6199 gals.).
 EM0265
 EM0265.The modeled gravity was interpolated from observed gravity values.
 EM0265
 EM0265;                    North         East    Units  Estimated Accuracy
 EM0265;SPC OK S     -   141,940.      474,400.      MT  (+/- 180 meters Scaled)
 EM0265
 EM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD661293(NAD 83)
 EM0265
 EM0265                          SUPERSEDED SURVEY CONTROL
 EM0265
 EM0265  NGVD 29 (??/??/92)  410.827  (m)         1347.85   (f) ADJ UNCH    2 0
 EM0265
 EM0265.Superseded values are not recommended for survey control.
 EM0265
 EM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0265.See file dsdata.pdf to determine how the superseded data were derived.
 EM0265
 EM0265_MARKER: DB = BENCH MARK DISK
 EM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0265_STAMPING: N 27 1934
 EM0265_MARK LOGO: CGS
 EM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0265+STABILITY: SURFACE MOTION
 EM0265
 EM0265  HISTORY     - Date     Condition        Report By
 EM0265  HISTORY     - 1934     MONUMENTED       CGS
 EM0265  HISTORY     - 1935     GOOD             CGS
 EM0265
 EM0265                          STATION DESCRIPTION
 EM0265
 EM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EM0265'2.8 MI SW FROM ALTUS.
 EM0265'2.8 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0265'STATION AT ALTUS, JACKSON COUNTY, 220 FEET SOUTHWEST OF MILEPOST 690,
 EM0265'115 FEET SOUTHWEST OF THE CROSSING OF A NORTH-AND-SOUTH SECTION-LINE
 EM0265'ROAD, 48 FEET NORTHWEST OF THE TRACK, AND AT THE RAILROAD RIGHT-OF-WAY
 EM0265'LINE.  A STANDARD DISK, STAMPED N 27 1934 AND SET IN THE TOP OF A
 EM0265'CONCRETE POST.  NOTE -- A SMALL IRRIGATION OR DRAINAGE DITCH WAS CUT
 EM0265'THROUGH THE MEASURED LOCATION OF THE MARK, WITH PROBABLE DESTRUCTION
 EM0265'OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0155 ***********************************************************************
 FK0155  DESIGNATION -  N 28
 FK0155  PID         -  FK0155
 FK0155  STATE/COUNTY-  OK/WASHITA
 FK0155  COUNTRY     -  US
 FK0155  USGS QUAD   -  CORDELL (2018)
 FK0155
 FK0155                         *CURRENT SURVEY CONTROL
 FK0155  ______________________________________________________________________
 FK0155* NAD 83(1986) POSITION- 35 16 52.7    (N) 098 59 08.5    (W)   HD_HELD2
 FK0155* NAVD 88 ORTHO HEIGHT -   463.450 (meters)     1520.50  (feet) ADJUSTED
 FK0155  ______________________________________________________________________
 FK0155  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 FK0155  DYNAMIC HEIGHT  -        462.981 (meters)     1518.96  (feet) COMP
 FK0155  MODELED GRAVITY -    979,607.6   (mgal)                       NAVD 88
 FK0155
 FK0155  VERT ORDER      -  SECOND    CLASS 0
 FK0155
 FK0155.The horizontal coordinates were established by autonomous hand held GPS
 FK0155.observations and have an estimated accuracy of +/- 10 meters.
 FK0155
 FK0155.The orthometric height was determined by differential leveling and
 FK0155.adjusted by the NATIONAL GEODETIC SURVEY
 FK0155.in June 1991.
 FK0155
 FK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0155.GEOID18 height accuracy estimate available here.
 FK0155
 FK0155.Click photographs - Photos may exist for this station.
 FK0155
 FK0155.The dynamic height is computed by dividing the NAVD 88
 FK0155.geopotential number by the normal gravity value computed on the
 FK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0155.degrees latitude (g = 980.6199 gals.).
 FK0155
 FK0155.The modeled gravity was interpolated from observed gravity values.
 FK0155
 FK0155;                    North         East    Units  Estimated Accuracy
 FK0155;SPC OK S     -   216,521.      510,327.      MT  (+/- 10 meters HH2 GPS)
 FK0155
 FK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0130004239(NAD 83)
 FK0155
 FK0155                          SUPERSEDED SURVEY CONTROL
 FK0155
 FK0155  NGVD 29 (??/??/92)  463.244  (m)         1519.83   (f) ADJ UNCH    2 0
 FK0155
 FK0155.Superseded values are not recommended for survey control.
 FK0155
 FK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0155.See file dsdata.pdf to determine how the superseded data were derived.
 FK0155
 FK0155_MARKER: DB = BENCH MARK DISK
 FK0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0155_SP_SET: BRIDGE
 FK0155_STAMPING: N 28 1934
 FK0155_MARK LOGO: CGS
 FK0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0155
 FK0155  HISTORY     - Date     Condition        Report By
 FK0155  HISTORY     - 1934     MONUMENTED       CGS
 FK0155  HISTORY     - 1937     GOOD             CGS
 FK0155  HISTORY     - 1985     GOOD             DMA
 FK0155
 FK0155                          STATION DESCRIPTION
 FK0155
 FK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0155'0.8 MI S FROM CORDELL.
 FK0155'ABOUT 3/4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FK0155'FROM THE STATION AT CORDELL, NEAR THE TRACK, AND IN THE TOP OF
 FK0155'THE SOUTHEAST CORNER OF THE SOUTH END OF A CONCRETE BRIDGE ON
 FK0155'STATE HIGHWAY 14.  A STANDARD DISK, STAMPED N 28 1934.
 FK0155
 FK0155                          STATION RECOVERY (1985)
 FK0155
 FK0155'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (DPR)
 FK0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0326 ***********************************************************************
 FK0326  DESIGNATION -  N 3
 FK0326  PID         -  FK0326
 FK0326  STATE/COUNTY-  OK/WASHITA
 FK0326  COUNTRY     -  US
 FK0326  USGS QUAD   -  CANUTE (2018)
 FK0326
 FK0326                         *CURRENT SURVEY CONTROL
 FK0326  ______________________________________________________________________
 FK0326* NAD 83(1986) POSITION- 35 24 05.     (N) 099 20 27.     (W)   SCALED
 FK0326* NAVD 88 ORTHO HEIGHT -   592.931 (meters)     1945.31  (feet) POSTED
 FK0326  ______________________________________________________________________
 FK0326  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 FK0326  DYNAMIC HEIGHT  -        592.31  (meters)     1943.3   (feet) COMP
 FK0326  MODELED GRAVITY -    979,574.5   (mgal)                       NAVD 88
 FK0326
 FK0326  VERT ORDER      -  * POSTED, SEE BELOW
 FK0326
 FK0326.The horizontal coordinates were scaled from a map and have
 FK0326.an estimated accuracy of +/- 6 seconds.
 FK0326
 FK0326.The orthometric height was determined by differential leveling
 FK0326.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0326
 FK0326.* This is a POSTED BENCH MARK height.
 FK0326
 FK0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0326.GEOID18 height accuracy estimate available here.
 FK0326
 FK0326.Click photographs - Photos may exist for this station.
 FK0326
 FK0326.The dynamic height is computed by dividing the NAVD 88
 FK0326.geopotential number by the normal gravity value computed on the
 FK0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0326.degrees latitude (g = 980.6199 gals.).
 FK0326
 FK0326.The modeled gravity was interpolated from observed gravity values.
 FK0326
 FK0326;                    North         East    Units  Estimated Accuracy
 FK0326;SPC OK S     -   230,220.      478,200.      MT  (+/- 180 meters Scaled)
 FK0326
 FK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME690176(NAD 83)
 FK0326
 FK0326                          SUPERSEDED SURVEY CONTROL
 FK0326
 FK0326.No superseded survey control is available for this station.
 FK0326
 FK0326_MARKER: H = DRILL HOLE
 FK0326_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0326_SP_SET: STONE PIER
 FK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0326+STABILITY: SURFACE MOTION
 FK0326
 FK0326  HISTORY     - Date     Condition        Report By
 FK0326  HISTORY     - 1909     MONUMENTED       CGS
 FK0326  HISTORY     - 1953     MARK NOT FOUND   CGS
 FK0326
 FK0326                          STATION DESCRIPTION
 FK0326
 FK0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0326'3.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FK0326'FROM CANUTE, WASHITA COUNTY, AND ON THE SOUTHEAST ONE OF THE
 FK0326'FOUR CENTRAL STONE PIERS, OF A DISMANTLED WATER TANK.  THE BOTTOM
 FK0326'OF A SQUARE HOLE, NEAR THE CHISELED LETTERS USBM.  NOTE-- THE
 FK0326'WATER TOWER HAS BEEN TORN DOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0185 ***********************************************************************
 EM0185  DESIGNATION -  N 30
 EM0185  PID         -  EM0185
 EM0185  STATE/COUNTY-  OK/GREER
 EM0185  COUNTRY     -  US
 EM0185  USGS QUAD   -  GRANITE (2018)
 EM0185
 EM0185                         *CURRENT SURVEY CONTROL
 EM0185  ______________________________________________________________________
 EM0185* NAD 83(1986) POSITION- 34 56 48.     (N) 099 24 46.     (W)   SCALED
 EM0185* NAVD 88 ORTHO HEIGHT -   484.085 (meters)     1588.20  (feet) ADJUSTED
 EM0185  ______________________________________________________________________
 EM0185  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 EM0185  DYNAMIC HEIGHT  -        483.607 (meters)     1586.63  (feet) COMP
 EM0185  MODELED GRAVITY -    979,630.7   (mgal)                       NAVD 88
 EM0185
 EM0185  VERT ORDER      -  SECOND    CLASS 0
 EM0185
 EM0185.The horizontal coordinates were scaled from a map and have
 EM0185.an estimated accuracy of +/- 6 seconds.
 EM0185
 EM0185.The orthometric height was determined by differential leveling and
 EM0185.adjusted by the NATIONAL GEODETIC SURVEY
 EM0185.in June 1991.
 EM0185
 EM0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0185.GEOID18 height accuracy estimate available here.
 EM0185
 EM0185.Click photographs - Photos may exist for this station.
 EM0185
 EM0185.The dynamic height is computed by dividing the NAVD 88
 EM0185.geopotential number by the normal gravity value computed on the
 EM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0185.degrees latitude (g = 980.6199 gals.).
 EM0185
 EM0185.The modeled gravity was interpolated from observed gravity values.
 EM0185
 EM0185;                    North         East    Units  Estimated Accuracy
 EM0185;SPC OK S     -   179,860.      470,960.      MT  (+/- 180 meters Scaled)
 EM0185
 EM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD623672(NAD 83)
 EM0185
 EM0185                          SUPERSEDED SURVEY CONTROL
 EM0185
 EM0185  NGVD 29 (??/??/92)  483.917  (m)         1587.65   (f) ADJ UNCH    2 0
 EM0185
 EM0185.Superseded values are not recommended for survey control.
 EM0185
 EM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0185.See file dsdata.pdf to determine how the superseded data were derived.
 EM0185
 EM0185_MARKER: DB = BENCH MARK DISK
 EM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0185_STAMPING: N 30 1934
 EM0185_MARK LOGO: CGS
 EM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0185+STABILITY: SURFACE MOTION
 EM0185
 EM0185  HISTORY     - Date     Condition        Report By
 EM0185  HISTORY     - 1934     MONUMENTED       CGS
 EM0185  HISTORY     - 1963     GOOD             CGS
 EM0185
 EM0185                          STATION DESCRIPTION
 EM0185
 EM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0185'2.0 MI W FROM GRANITE.
 EM0185'13/4 MILES WEST OF GRANITE ON C.R.I. AND P.RAILROAD AT ROAD CROSSING
 EM0185'AND SECTION LINE.  SOUTH SIDE OF TRACK 80 FEET. 35 FEET EAST OF
 EM0185'CENTERLINE OF ROAD LOCATED IN FENCE CORNER.  SMALL SQUARE HOUSE ON
 EM0185'SMALL HILL NORTHWEST 1/2 MILE FROM MARK.  CEMENT POST.
 EM0185
 EM0185                          STATION RECOVERY (1963)
 EM0185
 EM0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0074 ***********************************************************************
 FK0074  DESIGNATION -  N 31
 FK0074  PID         -  FK0074
 FK0074  STATE/COUNTY-  OK/CADDO
 FK0074  COUNTRY     -  US
 FK0074  USGS QUAD   -  FORT COBB (2018)
 FK0074
 FK0074                         *CURRENT SURVEY CONTROL
 FK0074  ______________________________________________________________________
 FK0074* NAD 83(1986) POSITION- 35 06 04.     (N) 098 28 38.     (W)   SCALED
 FK0074* NAVD 88 ORTHO HEIGHT -   388.511 (meters)     1274.64  (feet) ADJUSTED
 FK0074  ______________________________________________________________________
 FK0074  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 FK0074  DYNAMIC HEIGHT  -        388.110 (meters)     1273.32  (feet) COMP
 FK0074  MODELED GRAVITY -    979,590.9   (mgal)                       NAVD 88
 FK0074
 FK0074  VERT ORDER      -  SECOND    CLASS 0
 FK0074
 FK0074.The horizontal coordinates were scaled from a map and have
 FK0074.an estimated accuracy of +/- 6 seconds.
 FK0074
 FK0074.The orthometric height was determined by differential leveling and
 FK0074.adjusted by the NATIONAL GEODETIC SURVEY
 FK0074.in June 1991.
 FK0074
 FK0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0074.GEOID18 height accuracy estimate available here.
 FK0074
 FK0074.Click photographs - Photos may exist for this station.
 FK0074
 FK0074.The dynamic height is computed by dividing the NAVD 88
 FK0074.geopotential number by the normal gravity value computed on the
 FK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0074.degrees latitude (g = 980.6199 gals.).
 FK0074
 FK0074.The modeled gravity was interpolated from observed gravity values.
 FK0074
 FK0074;                    North         East    Units  Estimated Accuracy
 FK0074;SPC OK S     -   196,200.      556,490.      MT  (+/- 180 meters Scaled)
 FK0074
 FK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND476843(NAD 83)
 FK0074
 FK0074                          SUPERSEDED SURVEY CONTROL
 FK0074
 FK0074  NGVD 29 (??/??/92)  388.356  (m)         1274.13   (f) ADJ UNCH    2 0
 FK0074
 FK0074.Superseded values are not recommended for survey control.
 FK0074
 FK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0074.See file dsdata.pdf to determine how the superseded data were derived.
 FK0074
 FK0074_MARKER: DB = BENCH MARK DISK
 FK0074_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0074_STAMPING: N 31 1934
 FK0074_MARK LOGO: CGS
 FK0074_PROJECTION: FLUSH
 FK0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0074
 FK0074  HISTORY     - Date     Condition        Report By
 FK0074  HISTORY     - 1934     MONUMENTED       CGS
 FK0074  HISTORY     - 1963     GOOD             CGS
 FK0074  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0074
 FK0074                          STATION DESCRIPTION
 FK0074
 FK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0074'2.4 MI W FROM CARNEGIE.
 FK0074'2.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0074'FROM THE STATION AT FORT COBB, 0.2 MILE EAST OF A ROAD CORNER,
 FK0074'28.5 FEET SOUTH OF THE SOUTH RAIL, 36.5 FEET SOUTHWEST OF CENTER
 FK0074'OF A CROSSING, 17.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 71
 FK0074'FEET WEST OF A TELEPHONE POLE, 105.3 FEET EAST OF A TELEPHONE
 FK0074'POLE, 321.0 FEET EAST OF THE EAST GATE POST AND 5.0 FEET SOUTH
 FK0074'OF THE CENTER OF A FIELD TRACK ROAD.  A STANDARD DISK STAMPED
 FK0074'N 31 1934 AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 FK0074'FLUSH WITH THE GROUND.
 FK0074
 FK0074                          STATION RECOVERY (1976)
 FK0074
 FK0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0314 ***********************************************************************
 GJ0314  DESIGNATION -  N 32
 GJ0314  PID         -  GJ0314
 GJ0314  STATE/COUNTY-  OK/ELLIS
 GJ0314  COUNTRY     -  US
 GJ0314  USGS QUAD   -  FARGO SW (2018)
 GJ0314
 GJ0314                         *CURRENT SURVEY CONTROL
 GJ0314  ______________________________________________________________________
 GJ0314* NAD 83(1986) POSITION- 36 19 52.     (N) 099 43 48.     (W)   SCALED
 GJ0314* NAVD 88 ORTHO HEIGHT -   646.168 (meters)     2119.97  (feet) ADJUSTED
 GJ0314  ______________________________________________________________________
 GJ0314  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GJ0314  DYNAMIC HEIGHT  -        645.524 (meters)     2117.86  (feet) COMP
 GJ0314  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 GJ0314
 GJ0314  VERT ORDER      -  FIRST     CLASS II
 GJ0314
 GJ0314.The horizontal coordinates were scaled from a map and have
 GJ0314.an estimated accuracy of +/- 6 seconds.
 GJ0314
 GJ0314.The orthometric height was determined by differential leveling and
 GJ0314.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0314.in June 1991.
 GJ0314
 GJ0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0314.GEOID18 height accuracy estimate available here.
 GJ0314
 GJ0314.Click photographs - Photos may exist for this station.
 GJ0314
 GJ0314.The dynamic height is computed by dividing the NAVD 88
 GJ0314.geopotential number by the normal gravity value computed on the
 GJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0314.degrees latitude (g = 980.6199 gals.).
 GJ0314
 GJ0314.The modeled gravity was interpolated from observed gravity values.
 GJ0314
 GJ0314;                    North         East    Units  Estimated Accuracy
 GJ0314;SPC OK N     -   149,080.      444,690.      MT  (+/- 180 meters Scaled)
 GJ0314
 GJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF344209(NAD 83)
 GJ0314
 GJ0314                          SUPERSEDED SURVEY CONTROL
 GJ0314
 GJ0314  NGVD 29 (??/??/92)  645.885  (m)         2119.04   (f) ADJ UNCH    1 2
 GJ0314
 GJ0314.Superseded values are not recommended for survey control.
 GJ0314
 GJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0314.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0314
 GJ0314_MARKER: DB = BENCH MARK DISK
 GJ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0314_STAMPING: N 32 1934
 GJ0314_MARK LOGO: CGS
 GJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0314+STABILITY: SURFACE MOTION
 GJ0314
 GJ0314  HISTORY     - Date     Condition        Report By
 GJ0314  HISTORY     - 1934     MONUMENTED       CGS
 GJ0314
 GJ0314                          STATION DESCRIPTION
 GJ0314
 GJ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0314'1.7 MI NE FROM GAGE.
 GJ0314'1.7 MILES NORTHEAST OF FIRST NATIONAL BANK, AT GAGE 11 FEET EAST
 GJ0314'OF MILE POST 405.  44 FEET NORTH OF THE CENTERLINE OF ATCHISON
 GJ0314'TOPEKA AND SANTA FE RAILROAD.  6 FEET SOUTH OF THE RAILROAD
 GJ0314'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0249 ***********************************************************************
 GJ0249  DESIGNATION -  N 33
 GJ0249  PID         -  GJ0249
 GJ0249  STATE/COUNTY-  OK/DEWEY
 GJ0249  COUNTRY     -  US
 GJ0249  USGS QUAD   -  VICI (2018)
 GJ0249
 GJ0249                         *CURRENT SURVEY CONTROL
 GJ0249  ______________________________________________________________________
 GJ0249* NAD 83(1986) POSITION- 36 09 06.     (N) 099 17 54.     (W)   SCALED
 GJ0249* NAVD 88 ORTHO HEIGHT -   690.676 (meters)     2265.99  (feet) ADJUSTED
 GJ0249  ______________________________________________________________________
 GJ0249  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 GJ0249  DYNAMIC HEIGHT  -        689.988 (meters)     2263.74  (feet) COMP
 GJ0249  MODELED GRAVITY -    979,614.4   (mgal)                       NAVD 88
 GJ0249
 GJ0249  VERT ORDER      -  SECOND    CLASS 0
 GJ0249
 GJ0249.The horizontal coordinates were scaled from a map and have
 GJ0249.an estimated accuracy of +/- 6 seconds.
 GJ0249
 GJ0249.The orthometric height was determined by differential leveling and
 GJ0249.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0249.in June 1991.
 GJ0249
 GJ0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0249.GEOID18 height accuracy estimate available here.
 GJ0249
 GJ0249.Click photographs - Photos may exist for this station.
 GJ0249
 GJ0249.The dynamic height is computed by dividing the NAVD 88
 GJ0249.geopotential number by the normal gravity value computed on the
 GJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0249.degrees latitude (g = 980.6199 gals.).
 GJ0249
 GJ0249.The modeled gravity was interpolated from observed gravity values.
 GJ0249
 GJ0249;                    North         East    Units  Estimated Accuracy
 GJ0249;SPC OK N     -   128,560.      483,170.      MT  (+/- 180 meters Scaled)
 GJ0249
 GJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF731008(NAD 83)
 GJ0249
 GJ0249                          SUPERSEDED SURVEY CONTROL
 GJ0249
 GJ0249  NGVD 29 (??/??/92)  690.407  (m)         2265.11   (f) ADJ UNCH    2 0
 GJ0249
 GJ0249.Superseded values are not recommended for survey control.
 GJ0249
 GJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0249.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0249
 GJ0249_MARKER: DB = BENCH MARK DISK
 GJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0249_STAMPING: 2265.110 N 33 1934
 GJ0249_MARK LOGO: CGS
 GJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0249+STABILITY: SURFACE MOTION
 GJ0249
 GJ0249  HISTORY     - Date     Condition        Report By
 GJ0249  HISTORY     - 1934     MONUMENTED       CGS
 GJ0249  HISTORY     - 1941     GOOD             CGS
 GJ0249  HISTORY     - 19970328 MARK NOT FOUND   NGS
 GJ0249
 GJ0249                          STATION DESCRIPTION
 GJ0249
 GJ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GJ0249'AT VICI.
 GJ0249'AT VICI, DEWEY COUNTY, 450 FEET WEST OF THE MISSOURI-KANSAS-TEXAS
 GJ0249'RAILROAD STATION, 385 FEET NORTHWEST OF THE LONG BELL LUMBER
 GJ0249'CO., 280 FEET NORTHWEST OF A SECTION HOUSE, AND 30 FEET NORTH
 GJ0249'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GJ0249'2265.110 N 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0249
 GJ0249                          STATION RECOVERY (1997)
 GJ0249
 GJ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GJ0249'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 GJ0249'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0099 ***********************************************************************
 GJ0099  DESIGNATION -  N 34
 GJ0099  PID         -  GJ0099
 GJ0099  STATE/COUNTY-  OK/DEWEY
 GJ0099  COUNTRY     -  US
 GJ0099  USGS QUAD   -  ORION (2018)
 GJ0099
 GJ0099                         *CURRENT SURVEY CONTROL
 GJ0099  ______________________________________________________________________
 GJ0099* NAD 83(1986) POSITION- 36 07 50.     (N) 098 45 38.     (W)   SCALED
 GJ0099* NAVD 88 ORTHO HEIGHT -   519.984 (meters)     1705.98  (feet) ADJUSTED
 GJ0099  ______________________________________________________________________
 GJ0099  GEOID HEIGHT    -        -27.590 (meters)                     GEOID18
 GJ0099  DYNAMIC HEIGHT  -        519.489 (meters)     1704.36  (feet) COMP
 GJ0099  MODELED GRAVITY -    979,665.0   (mgal)                       NAVD 88
 GJ0099
 GJ0099  VERT ORDER      -  SECOND    CLASS 0
 GJ0099
 GJ0099.The horizontal coordinates were scaled from a map and have
 GJ0099.an estimated accuracy of +/- 6 seconds.
 GJ0099
 GJ0099.The orthometric height was determined by differential leveling and
 GJ0099.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0099.in June 1991.
 GJ0099
 GJ0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0099.GEOID18 height accuracy estimate available here.
 GJ0099
 GJ0099.Click photographs - Photos may exist for this station.
 GJ0099
 GJ0099.The dynamic height is computed by dividing the NAVD 88
 GJ0099.geopotential number by the normal gravity value computed on the
 GJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0099.degrees latitude (g = 980.6199 gals.).
 GJ0099
 GJ0099.The modeled gravity was interpolated from observed gravity values.
 GJ0099
 GJ0099;                    North         East    Units  Estimated Accuracy
 GJ0099;SPC OK N     -   125,710.      531,540.      MT  (+/- 180 meters Scaled)
 GJ0099
 GJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE215984(NAD 83)
 GJ0099
 GJ0099                          SUPERSEDED SURVEY CONTROL
 GJ0099
 GJ0099  NGVD 29 (??/??/92)  519.771  (m)         1705.28   (f) ADJ UNCH    2 0
 GJ0099
 GJ0099.Superseded values are not recommended for survey control.
 GJ0099
 GJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0099.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0099
 GJ0099_MARKER: DB = BENCH MARK DISK
 GJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0099_STAMPING: N 34 1934
 GJ0099_MARK LOGO: CGS
 GJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0099+STABILITY: SURFACE MOTION
 GJ0099
 GJ0099  HISTORY     - Date     Condition        Report By
 GJ0099  HISTORY     - 1934     MONUMENTED       CGS
 GJ0099  HISTORY     - 1969     MARK NOT FOUND
 GJ0099
 GJ0099                          STATION DESCRIPTION
 GJ0099
 GJ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0099'9.5 MI E FROM SEILING.
 GJ0099'9.5 MILES EAST OF JUNCTION U.S. HIGHWAY 60 AND STATE 35 150
 GJ0099'FEET NORTH OF THE FONDA GARAGE.  60 FEET NORTH OF THE CENTERLINE
 GJ0099'OF STATE HIGHWAY 35.  27 FEET WEST OF THE NORTH AND SOUTH SECTION
 GJ0099'LINE ROAD.
 GJ0099
 GJ0099                          STATION RECOVERY (1969)
 GJ0099
 GJ0099'RECOVERED 1969
 GJ0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0064 ***********************************************************************
 GJ0064  DESIGNATION -  N 35
 GJ0064  PID         -  GJ0064
 GJ0064  STATE/COUNTY-  OK/MAJOR
 GJ0064  COUNTRY     -  US
 GJ0064  USGS QUAD   -  DRUMMOND (2018)
 GJ0064
 GJ0064                         *CURRENT SURVEY CONTROL
 GJ0064  ______________________________________________________________________
 GJ0064* NAD 83(1986) POSITION- 36 16 15.     (N) 098 06 36.     (W)   SCALED
 GJ0064* NAVD 88 ORTHO HEIGHT -   383.019 (meters)     1256.62  (feet) ADJUSTED
 GJ0064  ______________________________________________________________________
 GJ0064  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 GJ0064  DYNAMIC HEIGHT  -        382.678 (meters)     1255.50  (feet) COMP
 GJ0064  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 GJ0064
 GJ0064  VERT ORDER      -  SECOND    CLASS 0
 GJ0064
 GJ0064.The horizontal coordinates were scaled from a map and have
 GJ0064.an estimated accuracy of +/- 6 seconds.
 GJ0064
 GJ0064.The orthometric height was determined by differential leveling and
 GJ0064.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0064.in June 1991.
 GJ0064
 GJ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0064.GEOID18 height accuracy estimate available here.
 GJ0064
 GJ0064.Click photographs - Photos may exist for this station.
 GJ0064
 GJ0064.The dynamic height is computed by dividing the NAVD 88
 GJ0064.geopotential number by the normal gravity value computed on the
 GJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0064.degrees latitude (g = 980.6199 gals.).
 GJ0064
 GJ0064.The modeled gravity was interpolated from observed gravity values.
 GJ0064
 GJ0064;                    North         East    Units  Estimated Accuracy
 GJ0064;SPC OK N     -   141,010.      590,120.      MT  (+/- 180 meters Scaled)
 GJ0064
 GJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF799143(NAD 83)
 GJ0064
 GJ0064                          SUPERSEDED SURVEY CONTROL
 GJ0064
 GJ0064  NGVD 29 (??/??/92)  382.862  (m)         1256.11   (f) ADJ UNCH    2 0
 GJ0064
 GJ0064.Superseded values are not recommended for survey control.
 GJ0064
 GJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0064.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0064
 GJ0064_MARKER: DB = BENCH MARK DISK
 GJ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0064_STAMPING: N 35 1934
 GJ0064_MARK LOGO: CGS
 GJ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0064+STABILITY: SURFACE MOTION
 GJ0064
 GJ0064  HISTORY     - Date     Condition        Report By
 GJ0064  HISTORY     - 1934     MONUMENTED       CGS
 GJ0064  HISTORY     - 1954     MARK NOT FOUND   USGS
 GJ0064
 GJ0064                          STATION DESCRIPTION
 GJ0064
 GJ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0064'16.2 MI NE FROM O KEENE.
 GJ0064'16.2 MILES NORTHEAST OF ST. L AND SF RR DEPOT.  140 FEET NORTHEAST
 GJ0064'MILE POST 602.  45 FEET NORTH OF THE CENTERLINE OF ST. LOUIS AND
 GJ0064'SAN FRANCISCO RAILROAD.  5 FEET SOUTH OF THE RAILROAD
 GJ0064'RIGHT-OF-WAY FENCELINE.
 GJ0064
 GJ0064                          STATION RECOVERY (1954)
 GJ0064
 GJ0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GJ0064'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0171 ***********************************************************************
 EM0171  DESIGNATION -  N 36
 EM0171  PID         -  EM0171
 EM0171  STATE/COUNTY-  OK/TILLMAN
 EM0171  COUNTRY     -  US
 EM0171  USGS QUAD   -  MANITOU (2018)
 EM0171
 EM0171                         *CURRENT SURVEY CONTROL
 EM0171  ______________________________________________________________________
 EM0171* NAD 83(1986) POSITION- 34 34 05.     (N) 098 57 59.     (W)   SCALED
 EM0171* NAVD 88 ORTHO HEIGHT -   409.605 (meters)     1343.85  (feet) ADJUSTED
 EM0171  ______________________________________________________________________
 EM0171  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EM0171  DYNAMIC HEIGHT  -        409.195 (meters)     1342.50  (feet) COMP
 EM0171  MODELED GRAVITY -    979,622.7   (mgal)                       NAVD 88
 EM0171
 EM0171  VERT ORDER      -  SECOND    CLASS 0
 EM0171
 EM0171.The horizontal coordinates were scaled from a map and have
 EM0171.an estimated accuracy of +/- 6 seconds.
 EM0171
 EM0171.The orthometric height was determined by differential leveling and
 EM0171.adjusted by the NATIONAL GEODETIC SURVEY
 EM0171.in June 1991.
 EM0171
 EM0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0171.GEOID18 height accuracy estimate available here.
 EM0171
 EM0171.Click photographs - Photos may exist for this station.
 EM0171
 EM0171.The dynamic height is computed by dividing the NAVD 88
 EM0171.geopotential number by the normal gravity value computed on the
 EM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0171.degrees latitude (g = 980.6199 gals.).
 EM0171
 EM0171.The modeled gravity was interpolated from observed gravity values.
 EM0171
 EM0171;                    North         East    Units  Estimated Accuracy
 EM0171;SPC OK S     -   137,380.      511,330.      MT  (+/- 180 meters Scaled)
 EM0171
 EM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND030251(NAD 83)
 EM0171
 EM0171                          SUPERSEDED SURVEY CONTROL
 EM0171
 EM0171  NGVD 29 (??/??/92)  409.492  (m)         1343.48   (f) ADJ UNCH    2 0
 EM0171
 EM0171.Superseded values are not recommended for survey control.
 EM0171
 EM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0171.See file dsdata.pdf to determine how the superseded data were derived.
 EM0171
 EM0171_MARKER: DB = BENCH MARK DISK
 EM0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0171_SP_SET: CULVERT HEADWALL
 EM0171_STAMPING: N 36 1934
 EM0171_MARK LOGO: CGS
 EM0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0171+STABILITY: SURFACE MOTION
 EM0171
 EM0171  HISTORY     - Date     Condition        Report By
 EM0171  HISTORY     - 1934     MONUMENTED       CGS
 EM0171  HISTORY     - 1971     GOOD             OKDH
 EM0171
 EM0171                          STATION DESCRIPTION
 EM0171
 EM0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0171'4.4 MI N FROM MANITOU.
 EM0171'4.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0171'STATION AT MANITOU, 100 FEET NORTH OF THE TWENTIETH POLE SOUTH OF
 EM0171'MILEPOST 750, AT THE CROSSING OF STATE HIGHWAY 14, 10 FEET FROM THE
 EM0171'CENTERLINE OF THE TRACK, 10 FEET FROM THE EDGE OF THE HIGHWAY, ON THE
 EM0171'EAST SIDE OF A ROAD, AND IN THE TOP OF A CONCRETE CULVERT, LEVEL WITH
 EM0171'THE TRACK.  A STANDARD DISK, STAMPED N 36 1934.
 EM0171
 EM0171                          STATION RECOVERY (1971)
 EM0171
 EM0171'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0319 ***********************************************************************
 EL0319  DESIGNATION -  N 38
 EL0319  PID         -  EL0319
 EL0319  STATE/COUNTY-  OK/STEPHENS
 EL0319  COUNTRY     -  US
 EL0319  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0319
 EL0319                         *CURRENT SURVEY CONTROL
 EL0319  ______________________________________________________________________
 EL0319* NAD 83(1986) POSITION- 34 35 39.     (N) 097 59 35.     (W)   SCALED
 EL0319* NAVD 88 ORTHO HEIGHT -   370.823 (meters)     1216.61  (feet) ADJUSTED
 EL0319  ______________________________________________________________________
 EL0319  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 EL0319  DYNAMIC HEIGHT  -        370.437 (meters)     1215.34  (feet) COMP
 EL0319  MODELED GRAVITY -    979,582.6   (mgal)                       NAVD 88
 EL0319
 EL0319  VERT ORDER      -  SECOND    CLASS 0
 EL0319
 EL0319.The horizontal coordinates were scaled from a map and have
 EL0319.an estimated accuracy of +/- 6 seconds.
 EL0319
 EL0319.The orthometric height was determined by differential leveling and
 EL0319.adjusted by the NATIONAL GEODETIC SURVEY
 EL0319.in June 1991.
 EL0319
 EL0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0319.GEOID18 height accuracy estimate available here.
 EL0319
 EL0319.Click photographs - Photos may exist for this station.
 EL0319
 EL0319.The dynamic height is computed by dividing the NAVD 88
 EL0319.geopotential number by the normal gravity value computed on the
 EL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0319.degrees latitude (g = 980.6199 gals.).
 EL0319
 EL0319.The modeled gravity was interpolated from observed gravity values.
 EL0319
 EL0319;                    North         East    Units  Estimated Accuracy
 EL0319;SPC OK S     -   139,860.      600,640.      MT  (+/- 180 meters Scaled)
 EL0319
 EL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND923284(NAD 83)
 EL0319
 EL0319                          SUPERSEDED SURVEY CONTROL
 EL0319
 EL0319  NGVD 29 (??/??/92)  370.711  (m)         1216.24   (f) ADJ UNCH    2 0
 EL0319
 EL0319.Superseded values are not recommended for survey control.
 EL0319
 EL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0319.See file dsdata.pdf to determine how the superseded data were derived.
 EL0319
 EL0319_MARKER: DB = BENCH MARK DISK
 EL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0319_STAMPING: N 38 1934
 EL0319_MARK LOGO: CGS
 EL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0319+STABILITY: SURFACE MOTION
 EL0319
 EL0319  HISTORY     - Date     Condition        Report By
 EL0319  HISTORY     - 1934     MONUMENTED       CGS
 EL0319  HISTORY     - 1963     MARK NOT FOUND   CGS
 EL0319
 EL0319                          STATION DESCRIPTION
 EL0319
 EL0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EL0319'4.4 MI S FROM MARLOW.
 EL0319'4.4 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE FIRST NATIONAL
 EL0319'BANK AT MARLOW, STEPHENS COUNTY, 1.5 MILES WEST ALONG STATE
 EL0319'HIGHWAY 29, 50 YARDS EAST OF A FARMHOUSE, AT THE EDGE OF SOME
 EL0319'SCRUB OAK TIMBER, AT THE SOUTH SIDE OF THE HIGHWAY, AND IN THE
 EL0319'FENCE LINE.  A STANDARD DISK, STAMPED N 38 1934 AND SET IN THE
 EL0319'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0427 ***********************************************************************
 EL0427  DESIGNATION -  N 39
 EL0427  PID         -  EL0427
 EL0427  STATE/COUNTY-  OK/CARTER
 EL0427  COUNTRY     -  US
 EL0427  USGS QUAD   -  ARDMORE EAST (2018)
 EL0427
 EL0427                         *CURRENT SURVEY CONTROL
 EL0427  ______________________________________________________________________
 EL0427* NAD 83(1986) POSITION- 34 13 42.     (N) 097 04 49.     (W)   SCALED
 EL0427* NAVD 88 ORTHO HEIGHT -   225.975 (meters)      741.39  (feet) ADJUSTED
 EL0427  ______________________________________________________________________
 EL0427  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 EL0427  DYNAMIC HEIGHT  -        225.740 (meters)      740.62  (feet) COMP
 EL0427  MODELED GRAVITY -    979,589.8   (mgal)                       NAVD 88
 EL0427
 EL0427  VERT ORDER      -  SECOND    CLASS 0
 EL0427
 EL0427.The horizontal coordinates were scaled from a map and have
 EL0427.an estimated accuracy of +/- 6 seconds.
 EL0427
 EL0427.The orthometric height was determined by differential leveling and
 EL0427.adjusted by the NATIONAL GEODETIC SURVEY
 EL0427.in June 1991.
 EL0427
 EL0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0427.GEOID18 height accuracy estimate available here.
 EL0427
 EL0427.Click photographs - Photos may exist for this station.
 EL0427
 EL0427.The dynamic height is computed by dividing the NAVD 88
 EL0427.geopotential number by the normal gravity value computed on the
 EL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0427.degrees latitude (g = 980.6199 gals.).
 EL0427
 EL0427.The modeled gravity was interpolated from observed gravity values.
 EL0427
 EL0427;                    North         East    Units  Estimated Accuracy
 EL0427;SPC OK S     -    99,660.      684,740.      MT  (+/- 180 meters Scaled)
 EL0427
 EL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC768891(NAD 83)
 EL0427
 EL0427                          SUPERSEDED SURVEY CONTROL
 EL0427
 EL0427  NGVD 29 (??/??/92)  225.920  (m)          741.21   (f) ADJ UNCH    2 0
 EL0427
 EL0427.Superseded values are not recommended for survey control.
 EL0427
 EL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0427.See file dsdata.pdf to determine how the superseded data were derived.
 EL0427
 EL0427_MARKER: DB = BENCH MARK DISK
 EL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0427_STAMPING: N 39 1934
 EL0427_MARK LOGO: CGS
 EL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0427+STABILITY: SURFACE MOTION
 EL0427
 EL0427  HISTORY     - Date     Condition        Report By
 EL0427  HISTORY     - 1934     MONUMENTED       CGS
 EL0427  HISTORY     - 1963     POOR             USGS
 EL0427
 EL0427                          STATION DESCRIPTION
 EL0427
 EL0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0427'5.2 MI S FROM BERWYN.
 EL0427'5.2 MILES SOUTH OF BERWYN, G.C. AND S.F. RR DEPOT.  300 FEET
 EL0427'SOUTH OF SEMAPHORE 4552.  60 FEET WEST OF GULF COLORADO AND
 EL0427'SANTA FE RR TRACK.  10 FEET WEST OF FENCE.
 EL0427
 EL0427                          STATION RECOVERY (1963)
 EL0427
 EL0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0427'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0396 ***********************************************************************
 EL0396  DESIGNATION -  N 40
 EL0396  PID         -  EL0396
 EL0396  STATE/COUNTY-  OK/CARTER
 EL0396  COUNTRY     -  US
 EL0396  USGS QUAD   -  ARDMORE WEST (2018)
 EL0396
 EL0396                         *CURRENT SURVEY CONTROL
 EL0396  ______________________________________________________________________
 EL0396* NAD 83(1986) POSITION- 34 10 41.     (N) 097 09 31.     (W)   SCALED
 EL0396* NAVD 88 ORTHO HEIGHT -   258.172 (meters)      847.02  (feet) ADJUSTED
 EL0396  ______________________________________________________________________
 EL0396  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 EL0396  DYNAMIC HEIGHT  -        257.901 (meters)      846.13  (feet) COMP
 EL0396  MODELED GRAVITY -    979,579.3   (mgal)                       NAVD 88
 EL0396
 EL0396  VERT ORDER      -  FIRST     CLASS II
 EL0396
 EL0396.The horizontal coordinates were scaled from a map and have
 EL0396.an estimated accuracy of +/- 6 seconds.
 EL0396
 EL0396.The orthometric height was determined by differential leveling and
 EL0396.adjusted by the NATIONAL GEODETIC SURVEY
 EL0396.in June 1991.
 EL0396
 EL0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0396.GEOID18 height accuracy estimate available here.
 EL0396
 EL0396.Click photographs - Photos may exist for this station.
 EL0396
 EL0396.The dynamic height is computed by dividing the NAVD 88
 EL0396.geopotential number by the normal gravity value computed on the
 EL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0396.degrees latitude (g = 980.6199 gals.).
 EL0396
 EL0396.The modeled gravity was interpolated from observed gravity values.
 EL0396
 EL0396;                    North         East    Units  Estimated Accuracy
 EL0396;SPC OK S     -    94,020.      677,570.      MT  (+/- 180 meters Scaled)
 EL0396
 EL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC697834(NAD 83)
 EL0396
 EL0396                          SUPERSEDED SURVEY CONTROL
 EL0396
 EL0396  NGVD 29 (??/??/92)  258.101  (m)          846.79   (f) ADJ UNCH    1 2
 EL0396
 EL0396.Superseded values are not recommended for survey control.
 EL0396
 EL0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0396.See file dsdata.pdf to determine how the superseded data were derived.
 EL0396
 EL0396_MARKER: DB = BENCH MARK DISK
 EL0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0396_STAMPING: N 40 1934
 EL0396_MARK LOGO: CGS
 EL0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0396+STABILITY: SURFACE MOTION
 EL0396
 EL0396  HISTORY     - Date     Condition        Report By
 EL0396  HISTORY     - 1934     MONUMENTED       CGS
 EL0396  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0396  HISTORY     - 20030626 POOR             ALMLS
 EL0396
 EL0396                          STATION DESCRIPTION
 EL0396
 EL0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0396'3.3 MI W FROM ARDMORE.
 EL0396'AT ATCHISON TOPEKA AND SANTA FE RR CROSSING, 0.4 MI. WEST OF
 EL0396'MP 2.  30 FEET NORTHEAST OF THE TRACK IN A FENCE CORNER.  15
 EL0396'FEET EAST OF THE CENTER LINE OF THE ROAD.
 EL0396
 EL0396                          STATION RECOVERY (1963)
 EL0396
 EL0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0396'MARK NOT FOUND.
 EL0396
 EL0396                          STATION RECOVERY (2003)
 EL0396
 EL0396'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL0396'MARKER HAS BEEN KNOCKED OVER. NEW ROAD CONSTRUCTION IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0556 ***********************************************************************
 EL0556  DESIGNATION -  N 41
 EL0556  PID         -  EL0556
 EL0556  STATE/COUNTY-  OK/GRADY
 EL0556  COUNTRY     -  US
 EL0556  USGS QUAD   -  ALEX (2018)
 EL0556
 EL0556                         *CURRENT SURVEY CONTROL
 EL0556  ______________________________________________________________________
 EL0556* NAD 83(1986) POSITION- 34 55 58.     (N) 097 47 18.     (W)   SCALED
 EL0556* NAVD 88 ORTHO HEIGHT -   314.200 (meters)     1030.84  (feet) ADJUSTED
 EL0556  ______________________________________________________________________
 EL0556  GEOID HEIGHT    -        -26.129 (meters)                     GEOID18
 EL0556  DYNAMIC HEIGHT  -        313.891 (meters)     1029.82  (feet) COMP
 EL0556  MODELED GRAVITY -    979,644.3   (mgal)                       NAVD 88
 EL0556
 EL0556  VERT ORDER      -  SECOND    CLASS 0
 EL0556
 EL0556.The horizontal coordinates were scaled from a map and have
 EL0556.an estimated accuracy of +/- 6 seconds.
 EL0556
 EL0556.The orthometric height was determined by differential leveling and
 EL0556.adjusted by the NATIONAL GEODETIC SURVEY
 EL0556.in June 1991.
 EL0556
 EL0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0556.GEOID18 height accuracy estimate available here.
 EL0556
 EL0556.Click photographs - Photos may exist for this station.
 EL0556
 EL0556.The dynamic height is computed by dividing the NAVD 88
 EL0556.geopotential number by the normal gravity value computed on the
 EL0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0556.degrees latitude (g = 980.6199 gals.).
 EL0556
 EL0556.The modeled gravity was interpolated from observed gravity values.
 EL0556
 EL0556;                    North         East    Units  Estimated Accuracy
 EL0556;SPC OK S     -   177,440.      619,340.      MT  (+/- 180 meters Scaled)
 EL0556
 EL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD106662(NAD 83)
 EL0556
 EL0556                          SUPERSEDED SURVEY CONTROL
 EL0556
 EL0556  NGVD 29 (??/??/92)  314.108  (m)         1030.54   (f) ADJ UNCH    2 0
 EL0556
 EL0556.Superseded values are not recommended for survey control.
 EL0556
 EL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0556.See file dsdata.pdf to determine how the superseded data were derived.
 EL0556
 EL0556_MARKER: DB = BENCH MARK DISK
 EL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0556_STAMPING: N 41 1934
 EL0556_MARK LOGO: CGS
 EL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0556+STABILITY: SURFACE MOTION
 EL0556
 EL0556  HISTORY     - Date     Condition        Report By
 EL0556  HISTORY     - 1934     MONUMENTED       CGS
 EL0556  HISTORY     - 1977     MARK NOT FOUND   USGS
 EL0556
 EL0556                          STATION DESCRIPTION
 EL0556
 EL0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0556'1.2 MI NW FROM ALEX.
 EL0556'1.2 MILES NORTHWEST OF C RI AND P RR. STATION AT ALEX 0.3 MILE
 EL0556'SOUTHEAST OF MILE POST 449, 45 FEET NORTHEAST OF NEAREST RAIL
 EL0556'CHICAGO-ROCK ISLAND AND PACIFIC RAILWAY TRACK, ONE FOOT NORTHWEST
 EL0556'OF PROPERTY LINE FENCE.
 EL0556
 EL0556                          STATION RECOVERY (1977)
 EL0556
 EL0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EL0556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0308 ***********************************************************************
 EL0308  DESIGNATION -  N 42
 EL0308  PID         -  EL0308
 EL0308  STATE/COUNTY-  OK/GARVIN
 EL0308  COUNTRY     -  US
 EL0308  USGS QUAD   -  MAYSVILLE (2018)
 EL0308
 EL0308                         *CURRENT SURVEY CONTROL
 EL0308  ______________________________________________________________________
 EL0308* NAD 83(1986) POSITION- 34 49 19.     (N) 097 29 35.     (W)   SCALED
 EL0308* NAVD 88 ORTHO HEIGHT -   293.184 (meters)      961.89  (feet) ADJUSTED
 EL0308  ______________________________________________________________________
 EL0308  GEOID HEIGHT    -        -25.823 (meters)                     GEOID18
 EL0308  DYNAMIC HEIGHT  -        292.896 (meters)      960.94  (feet) COMP
 EL0308  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 EL0308
 EL0308  VERT ORDER      -  SECOND    CLASS 0
 EL0308
 EL0308.The horizontal coordinates were scaled from a map and have
 EL0308.an estimated accuracy of +/- 6 seconds.
 EL0308
 EL0308.The orthometric height was determined by differential leveling and
 EL0308.adjusted by the NATIONAL GEODETIC SURVEY
 EL0308.in June 1991.
 EL0308
 EL0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0308.GEOID18 height accuracy estimate available here.
 EL0308
 EL0308.Click photographs - Photos may exist for this station.
 EL0308
 EL0308.The dynamic height is computed by dividing the NAVD 88
 EL0308.geopotential number by the normal gravity value computed on the
 EL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0308.degrees latitude (g = 980.6199 gals.).
 EL0308
 EL0308.The modeled gravity was interpolated from observed gravity values.
 EL0308
 EL0308;                    North         East    Units  Estimated Accuracy
 EL0308;SPC OK S     -   165,240.      646,380.      MT  (+/- 180 meters Scaled)
 EL0308
 EL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD378543(NAD 83)
 EL0308
 EL0308                          SUPERSEDED SURVEY CONTROL
 EL0308
 EL0308  NGVD 29 (??/??/92)  293.100  (m)          961.61   (f) ADJ UNCH    2 0
 EL0308
 EL0308.Superseded values are not recommended for survey control.
 EL0308
 EL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0308.See file dsdata.pdf to determine how the superseded data were derived.
 EL0308
 EL0308_MARKER: DB = BENCH MARK DISK
 EL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0308_STAMPING: N 42 1934
 EL0308_MARK LOGO: CGS
 EL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0308+STABILITY: SURFACE MOTION
 EL0308
 EL0308  HISTORY     - Date     Condition        Report By
 EL0308  HISTORY     - 1934     MONUMENTED       CGS
 EL0308
 EL0308                          STATION DESCRIPTION
 EL0308
 EL0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0308'5 MI NW FROM MAYSVILLE.
 EL0308'5.0 MILES NORTHWEST OF A. T. AND S.F.RR. STATION AT MAYSVILLE
 EL0308'390 FEET SOUTHWEST OF MILE POST 17.  105 FEET SOUTH OF CENTER
 EL0308'LINE OF OKLAHOMA STATE HIGHWAY 19.  48 FEET SOUTHWEST OF ATCHISON
 EL0308'TOPEKA AND SANTA FE RAILWAY BRIDGE 17A.  39 FEET SOUTH OF NEAREST
 EL0308'RAIL OF RAILWAY TRACK AND IN THE CORNER SOUTHWEST CORNER OF
 EL0308'DRIVEWAY RIGHT OF WAY FENCE AND RAILWAY PROPERTY LINE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0492 ***********************************************************************
 EL0492  DESIGNATION -  N 43
 EL0492  PID         -  EL0492
 EL0492  STATE/COUNTY-  OK/JEFFERSON
 EL0492  COUNTRY     -  US
 EL0492  USGS QUAD   -  WAURIKA EAST (2018)
 EL0492
 EL0492                         *CURRENT SURVEY CONTROL
 EL0492  ______________________________________________________________________
 EL0492* NAD 83(1986) POSITION- 34 09 46.9    (N) 097 59 57.6    (W)   HD_HELD2
 EL0492* NAVD 88 ORTHO HEIGHT -   268.485 (meters)      880.85  (feet) ADJUSTED
 EL0492  ______________________________________________________________________
 EL0492  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 EL0492  DYNAMIC HEIGHT  -        268.214 (meters)      879.97  (feet) COMP
 EL0492  MODELED GRAVITY -    979,617.0   (mgal)                       NAVD 88
 EL0492
 EL0492  VERT ORDER      -  FIRST     CLASS II
 EL0492
 EL0492.The horizontal coordinates were established by autonomous hand held GPS
 EL0492.observations and have an estimated accuracy of +/- 10 meters.
 EL0492
 EL0492.The orthometric height was determined by differential leveling and
 EL0492.adjusted by the NATIONAL GEODETIC SURVEY
 EL0492.in June 1991.
 EL0492
 EL0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0492.GEOID18 height accuracy estimate available here.
 EL0492
 EL0492.Click photographs - Photos may exist for this station.
 EL0492
 EL0492.The dynamic height is computed by dividing the NAVD 88
 EL0492.geopotential number by the normal gravity value computed on the
 EL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0492.degrees latitude (g = 980.6199 gals.).
 EL0492
 EL0492.The modeled gravity was interpolated from observed gravity values.
 EL0492
 EL0492;                    North         East    Units  Estimated Accuracy
 EL0492;SPC OK S     -    92,033.      600,061.      MT  (+/- 10 meters HH2 GPS)
 EL0492
 EL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9223480684(NAD 83)
 EL0492
 EL0492                          SUPERSEDED SURVEY CONTROL
 EL0492
 EL0492  NGVD 29 (??/??/92)  268.397  (m)          880.57   (f) ADJ UNCH    1 2
 EL0492
 EL0492.Superseded values are not recommended for survey control.
 EL0492
 EL0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0492.See file dsdata.pdf to determine how the superseded data were derived.
 EL0492
 EL0492_MARKER: DB = BENCH MARK DISK
 EL0492_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0492_SP_SET: FOUNDATION WALL
 EL0492_STAMPING: N 43 1934
 EL0492_MARK LOGO: CGS
 EL0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0492+STABILITY: SURFACE MOTION
 EL0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0492+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EL0492
 EL0492  HISTORY     - Date     Condition        Report By
 EL0492  HISTORY     - 1934     MONUMENTED       CGS
 EL0492  HISTORY     - 1963     GOOD
 EL0492  HISTORY     - 1986     GOOD             NGS
 EL0492  HISTORY     - 20220324 GOOD             WSRR
 EL0492
 EL0492                          STATION DESCRIPTION
 EL0492
 EL0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0492'IN WAURIKA.
 EL0492'AT CHICAGO ROCK ISLAND AND PACIFIC RAILROAD STATION IN WAURIKA.
 EL0492'21 FEET SOUTH OF NORTHEAST CORNER OF BUILDING.  IN CONCRETE
 EL0492'FOUNDATION AT EAST SIDE OF BUILDING.  SIX INCHES ABOVE LEVEL
 EL0492'OF BRICK PLATFORM.  60 FEET WEST OF NEAREST RAIL OF MAIN LINE.
 EL0492
 EL0492                          STATION RECOVERY (1963)
 EL0492
 EL0492'RECOVERED 1963
 EL0492'RECOVERED IN GOOD CONDITION.
 EL0492
 EL0492                          STATION RECOVERY (1986)
 EL0492
 EL0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0492'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WAURIKA,
 EL0492'AT THE INTERSECTION OF BROADWAY STREET AND THE OKLAHOMA KANSAS TEXAS
 EL0492'RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION
 EL0492'OF THE ABANDONED RAILROAD STATION, 107.7 M (353.3 FT) SOUTH OF THE
 EL0492'CENTERLINE OF THE STREET, 18.3 M (60.0 FT) WEST OF THE NEAR RAIL, AND
 EL0492'6.4 M (21.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 EL0492'THE MARK IS 0.3 M ABOVE A PLATFORM.
 EL0492
 EL0492                          STATION RECOVERY (2022)
 EL0492
 EL0492'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 EL0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0336 ***********************************************************************
 EL0336  DESIGNATION -  N 44
 EL0336  PID         -  EL0336
 EL0336  STATE/COUNTY-  OK/GARVIN
 EL0336  COUNTRY     -  US
 EL0336  USGS QUAD   -  PAULS VALLEY (2018)
 EL0336
 EL0336                         *CURRENT SURVEY CONTROL
 EL0336  ______________________________________________________________________
 EL0336* NAD 83(1986) POSITION- 34 44 16.     (N) 097 11 23.     (W)   SCALED
 EL0336* NAVD 88 ORTHO HEIGHT -   265.507 (meters)      871.08  (feet) ADJUSTED
 EL0336  ______________________________________________________________________
 EL0336  GEOID HEIGHT    -        -25.556 (meters)                     GEOID18
 EL0336  DYNAMIC HEIGHT  -        265.250 (meters)      870.24  (feet) COMP
 EL0336  MODELED GRAVITY -    979,659.8   (mgal)                       NAVD 88
 EL0336
 EL0336  VERT ORDER      -  SECOND    CLASS 0
 EL0336
 EL0336.The horizontal coordinates were scaled from a map and have
 EL0336.an estimated accuracy of +/- 6 seconds.
 EL0336
 EL0336.The orthometric height was determined by differential leveling and
 EL0336.adjusted by the NATIONAL GEODETIC SURVEY
 EL0336.in June 1991.
 EL0336
 EL0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0336.GEOID18 height accuracy estimate available here.
 EL0336
 EL0336.Click photographs - Photos may exist for this station.
 EL0336
 EL0336.The dynamic height is computed by dividing the NAVD 88
 EL0336.geopotential number by the normal gravity value computed on the
 EL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0336.degrees latitude (g = 980.6199 gals.).
 EL0336
 EL0336.The modeled gravity was interpolated from observed gravity values.
 EL0336
 EL0336;                    North         East    Units  Estimated Accuracy
 EL0336;SPC OK S     -   156,080.      674,200.      MT  (+/- 180 meters Scaled)
 EL0336
 EL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD657454(NAD 83)
 EL0336
 EL0336                          SUPERSEDED SURVEY CONTROL
 EL0336
 EL0336  NGVD 29 (??/??/92)  265.436  (m)          870.85   (f) ADJ UNCH    2 0
 EL0336
 EL0336.Superseded values are not recommended for survey control.
 EL0336
 EL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0336.See file dsdata.pdf to determine how the superseded data were derived.
 EL0336
 EL0336_MARKER: DB = BENCH MARK DISK
 EL0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0336_STAMPING: N 44 1934
 EL0336_MARK LOGO: CGS
 EL0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0336+STABILITY: SURFACE MOTION
 EL0336
 EL0336  HISTORY     - Date     Condition        Report By
 EL0336  HISTORY     - 1934     MONUMENTED       CGS
 EL0336  HISTORY     - 1963     GOOD             USGS
 EL0336  HISTORY     - 20180628 MARK NOT FOUND   OKDOT
 EL0336  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0336
 EL0336                          STATION DESCRIPTION
 EL0336
 EL0336'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0336'2 MI SE FROM PAULS VALLEY.
 EL0336'PAULS VALLEY, 0.3 MILE SOUTH AND 1.7 MILES EAST OF, T. 3 N.,
 EL0336'R. 1 E., IN N.W. 1/4 SEC. 15, 400 FT. SOUTHWEST OF A ROAD CROSSING,
 EL0336'AT MILEPOST 182, 24 FT. NORTHWEST OF NORTHWEST RAIL, A STANDARD
 EL0336'DISK STAMPED N 44 1934 AND SET IN THE TOP OF THE LIMESTONE
 EL0336'MILEPOST.
 EL0336
 EL0336                          STATION RECOVERY (2018)
 EL0336
 EL0336'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DMM)
 EL0336'MARK NOT FOUND.
 EL0336
 EL0336                          STATION RECOVERY (2018)
 EL0336
 EL0336'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0453 ***********************************************************************
 GH0453  DESIGNATION -  N 46
 GH0453  PID         -  GH0453
 GH0453  STATE/COUNTY-  OK/GARFIELD
 GH0453  COUNTRY     -  US
 GH0453  USGS QUAD   -  FAIRMONT (2018)
 GH0453
 GH0453                         *CURRENT SURVEY CONTROL
 GH0453  ______________________________________________________________________
 GH0453* NAD 83(1986) POSITION- 36 20 21.     (N) 097 40 22.     (W)   SCALED
 GH0453* NAVD 88 ORTHO HEIGHT -   357.349 (meters)     1172.40  (feet) ADJUSTED
 GH0453  ______________________________________________________________________
 GH0453  GEOID HEIGHT    -        -27.959 (meters)                     GEOID18
 GH0453  DYNAMIC HEIGHT  -        357.031 (meters)     1171.36  (feet) COMP
 GH0453  MODELED GRAVITY -    979,734.6   (mgal)                       NAVD 88
 GH0453
 GH0453  VERT ORDER      -  SECOND    CLASS 0
 GH0453
 GH0453.The horizontal coordinates were scaled from a map and have
 GH0453.an estimated accuracy of +/- 6 seconds.
 GH0453
 GH0453.The orthometric height was determined by differential leveling and
 GH0453.adjusted by the NATIONAL GEODETIC SURVEY
 GH0453.in June 1991.
 GH0453
 GH0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0453.GEOID18 height accuracy estimate available here.
 GH0453
 GH0453.Click photographs - Photos may exist for this station.
 GH0453
 GH0453.The dynamic height is computed by dividing the NAVD 88
 GH0453.geopotential number by the normal gravity value computed on the
 GH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0453.degrees latitude (g = 980.6199 gals.).
 GH0453
 GH0453.The modeled gravity was interpolated from observed gravity values.
 GH0453
 GH0453;                    North         East    Units  Estimated Accuracy
 GH0453;SPC OK N     -   148,640.      629,380.      MT  (+/- 180 meters Scaled)
 GH0453
 GH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF191223(NAD 83)
 GH0453
 GH0453                          SUPERSEDED SURVEY CONTROL
 GH0453
 GH0453  NGVD 29 (??/??/92)  357.213  (m)         1171.96   (f) ADJ UNCH    2 0
 GH0453
 GH0453.Superseded values are not recommended for survey control.
 GH0453
 GH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0453.See file dsdata.pdf to determine how the superseded data were derived.
 GH0453
 GH0453_MARKER: DB = BENCH MARK DISK
 GH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0453_STAMPING: N 46 1934
 GH0453_MARK LOGO: CGS
 GH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0453+STABILITY: SURFACE MOTION
 GH0453
 GH0453  HISTORY     - Date     Condition        Report By
 GH0453  HISTORY     - 1934     MONUMENTED       CGS
 GH0453
 GH0453                          STATION DESCRIPTION
 GH0453
 GH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0453'2 MI E FROM FAIRMONT.
 GH0453'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0453'THE STATION AT FAIRMONT, GARFIELD COUNTY, 356 FEET EAST OF
 GH0453'MILEPOST 532, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 GH0453'AND 8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0453'STAMPED N 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0073 ***********************************************************************
 GH0073  DESIGNATION -  N 48
 GH0073  PID         -  GH0073
 GH0073  STATE/COUNTY-  OK/TULSA
 GH0073  COUNTRY     -  US
 GH0073  USGS QUAD   -  WEKIWA (2018)
 GH0073
 GH0073                         *CURRENT SURVEY CONTROL
 GH0073  ______________________________________________________________________
 GH0073* NAD 83(1986) POSITION- 36 08 19.     (N) 096 11 14.     (W)   SCALED
 GH0073* NAVD 88 ORTHO HEIGHT -   202.203 (meters)      663.39  (feet) ADJUSTED
 GH0073  ______________________________________________________________________
 GH0073  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 GH0073  DYNAMIC HEIGHT  -        202.028 (meters)      662.82  (feet) COMP
 GH0073  MODELED GRAVITY -    979,762.0   (mgal)                       NAVD 88
 GH0073
 GH0073  VERT ORDER      -  SECOND    CLASS 0
 GH0073
 GH0073.The horizontal coordinates were scaled from a map and have
 GH0073.an estimated accuracy of +/- 6 seconds.
 GH0073
 GH0073.The orthometric height was determined by differential leveling and
 GH0073.adjusted by the NATIONAL GEODETIC SURVEY
 GH0073.in June 1991.
 GH0073
 GH0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0073.GEOID18 height accuracy estimate available here.
 GH0073
 GH0073.Click photographs - Photos may exist for this station.
 GH0073
 GH0073.The dynamic height is computed by dividing the NAVD 88
 GH0073.geopotential number by the normal gravity value computed on the
 GH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0073.degrees latitude (g = 980.6199 gals.).
 GH0073
 GH0073.The modeled gravity was interpolated from observed gravity values.
 GH0073
 GH0073;                    North         East    Units  Estimated Accuracy
 GH0073;SPC OK N     -   127,860.      763,140.      MT  (+/- 180 meters Scaled)
 GH0073
 GH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF530029(NAD 83)
 GH0073
 GH0073                          SUPERSEDED SURVEY CONTROL
 GH0073
 GH0073  NGVD 29 (??/??/92)  202.091  (m)          663.03   (f) ADJ UNCH    2 0
 GH0073
 GH0073.Superseded values are not recommended for survey control.
 GH0073
 GH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0073.See file dsdata.pdf to determine how the superseded data were derived.
 GH0073
 GH0073_MARKER: DB = BENCH MARK DISK
 GH0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0073_STAMPING: N 48 1934
 GH0073_MARK LOGO: CGS
 GH0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0073+STABILITY: SURFACE MOTION
 GH0073
 GH0073  HISTORY     - Date     Condition        Report By
 GH0073  HISTORY     - 1934     MONUMENTED       CGS
 GH0073  HISTORY     - 1985     MARK NOT FOUND
 GH0073  HISTORY     - 20161102 MARK NOT FOUND   NGS
 GH0073
 GH0073                          STATION DESCRIPTION
 GH0073
 GH0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0073'6.4 MI E FROM KEYSTONE.
 GH0073'6.4 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0073'THE STATION AT KEYSTONE, TULSA COUNTY, 57 FEET EAST OF THE
 GH0073'SEVENTH POLE EAST OF MILEPOST 436, 48 FEET NORTH OF THE CENTERLINE
 GH0073'OF THE TRACK, 4 FEET SOUTHWEST OF A GATE AT A PRIVATE-ROAD
 GH0073'CROSSING, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0073'DISK, STAMPED N 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0073
 GH0073                          STATION RECOVERY (1985)
 GH0073
 GH0073'RECOVERED 1985
 GH0073'MARK NOT FOUND.
 GH0073
 GH0073                          STATION RECOVERY (2016)
 GH0073
 GH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (MJR)
 GH0073'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0225 ***********************************************************************
 FJ0225  DESIGNATION -  N 49
 FJ0225  PID         -  FJ0225
 FJ0225  STATE/COUNTY-  OK/LINCOLN
 FJ0225  COUNTRY     -  US
 FJ0225  USGS QUAD   -  CUSHING (2018)
 FJ0225
 FJ0225                         *CURRENT SURVEY CONTROL
 FJ0225  ______________________________________________________________________
 FJ0225* NAD 83(1993) POSITION- 35 56 31.31438(N) 096 45 43.46359(W)   ADJUSTED
 FJ0225* NAD 83(1993) ELLIP HT-   239.388 (meters)        (11/28/94)   ADJUSTED
 FJ0225* NAVD 88 ORTHO HEIGHT -   267.269 (meters)      876.87  (feet) ADJUSTED
 FJ0225  ______________________________________________________________________
 FJ0225  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 FJ0225  NAD 83(1993) X  -   -608,746.731 (meters)                     COMP
 FJ0225  NAD 83(1993) Y  - -5,134,006.595 (meters)                     COMP
 FJ0225  NAD 83(1993) Z  -  3,723,126.627 (meters)                     COMP
 FJ0225  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 FJ0225  DYNAMIC HEIGHT  -        267.025 (meters)      876.06  (feet) COMP
 FJ0225  MODELED GRAVITY -    979,715.9   (mgal)                       NAVD 88
 FJ0225
 FJ0225  HORZ ORDER      -  SECOND
 FJ0225  VERT ORDER      -  SECOND    CLASS 0
 FJ0225  ELLP ORDER      -  FIFTH     CLASS I
 FJ0225
 FJ0225.The horizontal coordinates were established by GPS observations
 FJ0225.and adjusted by the National Geodetic Survey in November 1994.
 FJ0225
 FJ0225.The orthometric height was determined by differential leveling and
 FJ0225.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0225.in June 1991.
 FJ0225
 FJ0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0225.GEOID18 height accuracy estimate available here.
 FJ0225
 FJ0225.Click photographs - Photos may exist for this station.
 FJ0225
 FJ0225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0225
 FJ0225.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0225
 FJ0225.The ellipsoidal height was determined by GPS observations
 FJ0225.and is referenced to NAD 83.
 FJ0225
 FJ0225.The dynamic height is computed by dividing the NAVD 88
 FJ0225.geopotential number by the normal gravity value computed on the
 FJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0225.degrees latitude (g = 980.6199 gals.).
 FJ0225
 FJ0225.The modeled gravity was interpolated from observed gravity values.
 FJ0225
 FJ0225. The following values were computed from the NAD 83(1993) position.
 FJ0225
 FJ0225;                    North         East     Units Scale Factor Converg.
 FJ0225;SPC OK N     -   105,232.890   711,689.407   MT  0.99995311   +0 43 50.0
 FJ0225;SPC OK N     -   345,251.57  2,334,934.33   sFT  0.99995311   +0 43 50.0
 FJ0225;UTM  14      - 3,979,833.642   701,862.628   MT  1.00010213   +1 18 50.5
 FJ0225
 FJ0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0225!SPC OK N     -   0.99996243  x   0.99995311  =   0.99991554
 FJ0225!UTM  14      -   0.99996243  x   1.00010213  =   1.00006456
 FJ0225
 FJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0186279833(NAD 83)
 FJ0225
 FJ0225                          SUPERSEDED SURVEY CONTROL
 FJ0225
 FJ0225  NAD 83(1986)-  35 56 31.32401(N)    096 45 43.45967(W) AD(       ) 2
 FJ0225  NGVD 29 (??/??/92)  267.166  (m)          876.53   (f) ADJ UNCH    2 0
 FJ0225  NGVD 29 (11/30/89)  267.     (m)  RAPSU86  model used  GPS OBS        
 FJ0225
 FJ0225.Superseded values are not recommended for survey control.
 FJ0225
 FJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0225.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0225
 FJ0225_MARKER: DB = BENCH MARK DISK
 FJ0225_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0225_STAMPING: N 49 1934
 FJ0225_MARK LOGO: CGS
 FJ0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0225+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2018
 FJ0225
 FJ0225  HISTORY     - Date     Condition        Report By
 FJ0225  HISTORY     - 1934     MONUMENTED       CGS
 FJ0225  HISTORY     - 19890301 GOOD             NGS
 FJ0225  HISTORY     - 20021118 GOOD             OKDOT
 FJ0225  HISTORY     - 20040527 GOOD             OKDOT
 FJ0225  HISTORY     - 20130120 GOOD             OKDOT
 FJ0225  HISTORY     - 20180314 GOOD             MCA
 FJ0225
 FJ0225                          STATION DESCRIPTION
 FJ0225
 FJ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0225'2.8 MI S FROM CUSHING.
 FJ0225'2.8 MILES SOUTH OF ATSFRR 412 FEET WEST OF THE TEXAS EMPIRE
 FJ0225'PIPE LINE COMPANY PUMPING PLANT.  54 FEET NORTH OF THE FIFTH
 FJ0225'TELEGRAPH POLE SOUTH OF MILEPOST 85.  60 FEET SOUTH OF EAST AND
 FJ0225'WEST SECTION LINE ROAD.  54 FEET WEST OF THE CENTERLINE OF
 FJ0225'ATCHISON TOPEKA AND SANTA FE RAILROAD.  ONE FOOT EAST OF RAILROAD
 FJ0225'RIGHT-OF-WAY FENCE LINE.
 FJ0225
 FJ0225                          STATION RECOVERY (1989)
 FJ0225
 FJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ0225'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ0225'FOLLOWS.
 FJ0225'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTHEAST OF AGRA, 10.5
 FJ0225'KM (6.50 MI) SOUTHWEST OF DRUMRIGHT AND 4.8 KM (3.00 MI) SOUTH OF
 FJ0225'CUSHING.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FJ0225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18, 33 AND
 FJ0225'LITTLE AVENUE, GO SOUTH ON LITTLE AVENUE (TURNS INTO A PAVED ROAD) FOR
 FJ0225'4.8 KM (3.00 MI) TO A GRAVELED CROSSROAD (PAYNE COUNTY LINE).  TURN
 FJ0225'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.5 KM (0.30 MI) TO THE
 FJ0225'STATION ON THE RIGHT.
 FJ0225'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQAURE
 FJ0225'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 30.8 M
 FJ0225'(101.0 FT) WEST OF A UTILITY POLE WITH 3 TRANSFORMERS, 25.4 M
 FJ0225'(83.3 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH 2 TRANSFORMERS, 15.0 M
 FJ0225'(49.2 FT) SOUTH OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF
 FJ0225'A METAL WITNESS POST.
 FJ0225'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ0225
 FJ0225                          STATION RECOVERY (2002)
 FJ0225
 FJ0225'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DEA)
 FJ0225'RECOVERED IN GOOD CONDITION.
 FJ0225
 FJ0225                          STATION RECOVERY (2004)
 FJ0225
 FJ0225'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ0225'RECOVERED IN GOOD CONDITION.
 FJ0225
 FJ0225                          STATION RECOVERY (2013)
 FJ0225
 FJ0225'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (TEM)
 FJ0225'RECOVERED IN GOOD CONDITION.
 FJ0225
 FJ0225                          STATION RECOVERY (2018)
 FJ0225
 FJ0225'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0176 ***********************************************************************
 GH0176  DESIGNATION -  N 50
 GH0176  PID         -  GH0176
 GH0176  STATE/COUNTY-  OK/OSAGE
 GH0176  COUNTRY     -  US
 GH0176  USGS QUAD   -  FAIRFAX (2018)
 GH0176
 GH0176                         *CURRENT SURVEY CONTROL
 GH0176  ______________________________________________________________________
 GH0176* NAD 83(1986) POSITION- 36 34 35.     (N) 096 42 21.     (W)   SCALED
 GH0176* NAVD 88 ORTHO HEIGHT -   256.677 (meters)      842.11  (feet) ADJUSTED
 GH0176  ______________________________________________________________________
 GH0176  GEOID HEIGHT    -        -28.613 (meters)                     GEOID18
 GH0176  DYNAMIC HEIGHT  -        256.459 (meters)      841.40  (feet) COMP
 GH0176  MODELED GRAVITY -    979,779.5   (mgal)                       NAVD 88
 GH0176
 GH0176  VERT ORDER      -  SECOND    CLASS 0
 GH0176
 GH0176.The horizontal coordinates were scaled from a map and have
 GH0176.an estimated accuracy of +/- 6 seconds.
 GH0176
 GH0176.The orthometric height was determined by differential leveling and
 GH0176.adjusted by the NATIONAL GEODETIC SURVEY
 GH0176.in June 1991.
 GH0176
 GH0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0176.GEOID18 height accuracy estimate available here.
 GH0176
 GH0176.Click photographs - Photos may exist for this station.
 GH0176
 GH0176.The dynamic height is computed by dividing the NAVD 88
 GH0176.geopotential number by the normal gravity value computed on the
 GH0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0176.degrees latitude (g = 980.6199 gals.).
 GH0176
 GH0176.The modeled gravity was interpolated from observed gravity values.
 GH0176
 GH0176;                    North         East    Units  Estimated Accuracy
 GH0176;SPC OK N     -   175,680.      715,830.      MT  (+/- 180 meters Scaled)
 GH0176
 GH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF052503(NAD 83)
 GH0176
 GH0176                          SUPERSEDED SURVEY CONTROL
 GH0176
 GH0176  NGVD 29 (??/??/92)  256.573  (m)          841.77   (f) ADJ UNCH    2 0
 GH0176
 GH0176.Superseded values are not recommended for survey control.
 GH0176
 GH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0176.See file dsdata.pdf to determine how the superseded data were derived.
 GH0176
 GH0176_MARKER: DB = BENCH MARK DISK
 GH0176_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0176_SP_SET: CRANE BASE
 GH0176_STAMPING: 841.773 N 50 1934
 GH0176_MARK LOGO: CGS
 GH0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0176+STABILITY: SURFACE MOTION
 GH0176
 GH0176  HISTORY     - Date     Condition        Report By
 GH0176  HISTORY     - 1934     MONUMENTED       CGS
 GH0176  HISTORY     - 1940     GOOD             CGS
 GH0176  HISTORY     - 20080401 MARK NOT FOUND   AIRDAT
 GH0176
 GH0176                          STATION DESCRIPTION
 GH0176
 GH0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0176'AT FAIRFAX, OSAGE COUNTY, ABOUT 180 FEET WEST OF THE WEST
 GH0176'END OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 GH0176'AT THE WATER CRANE, AND IN THE CENTER OF THE TOP OF THE CONCRETE
 GH0176'BASE, 6 INCHES SOUTH OF THE NORTH EDGE.  A STANDARD DISK,
 GH0176'STAMPED 841.773 N 50 1934.  NOTE-- MARK IS FLUSH WITH TOP OF
 GH0176'CONCRETE BASE.
 GH0176
 GH0176                          STATION RECOVERY (1940)
 GH0176
 GH0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0176'RECOVERED IN GOOD CONDITION.
 GH0176
 GH0176                          STATION RECOVERY (2008)
 GH0176
 GH0176'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0321 ***********************************************************************
 GH0321  DESIGNATION -  N 51
 GH0321  PID         -  GH0321
 GH0321  STATE/COUNTY-  OK/PAYNE
 GH0321  COUNTRY     -  US
 GH0321  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0321
 GH0321                         *CURRENT SURVEY CONTROL
 GH0321  ______________________________________________________________________
 GH0321* NAD 83(1986) POSITION- 36 07 17.     (N) 097 04 15.     (W)   SCALED
 GH0321* NAVD 88 ORTHO HEIGHT -   278.245 (meters)      912.88  (feet) ADJUSTED
 GH0321  ______________________________________________________________________
 GH0321  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 GH0321  DYNAMIC HEIGHT  -        277.996 (meters)      912.06  (feet) COMP
 GH0321  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 GH0321
 GH0321  VERT ORDER      -  SECOND    CLASS 0
 GH0321
 GH0321.The horizontal coordinates were scaled from a map and have
 GH0321.an estimated accuracy of +/- 6 seconds.
 GH0321
 GH0321.The orthometric height was determined by differential leveling and
 GH0321.adjusted by the NATIONAL GEODETIC SURVEY
 GH0321.in June 1991.
 GH0321
 GH0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0321.GEOID18 height accuracy estimate available here.
 GH0321
 GH0321.Click photographs - Photos may exist for this station.
 GH0321
 GH0321.The dynamic height is computed by dividing the NAVD 88
 GH0321.geopotential number by the normal gravity value computed on the
 GH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0321.degrees latitude (g = 980.6199 gals.).
 GH0321
 GH0321.The modeled gravity was interpolated from observed gravity values.
 GH0321
 GH0321;                    North         East    Units  Estimated Accuracy
 GH0321;SPC OK N     -   124,820.      683,640.      MT  (+/- 180 meters Scaled)
 GH0321
 GH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE736991(NAD 83)
 GH0321
 GH0321                          SUPERSEDED SURVEY CONTROL
 GH0321
 GH0321  NGVD 29 (??/??/92)  278.129  (m)          912.49   (f) ADJ UNCH    2 0
 GH0321
 GH0321.Superseded values are not recommended for survey control.
 GH0321
 GH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0321.See file dsdata.pdf to determine how the superseded data were derived.
 GH0321
 GH0321_MARKER: DB = BENCH MARK DISK
 GH0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0321_STAMPING: N 51 1934
 GH0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0321+STABILITY: SURFACE MOTION
 GH0321
 GH0321  HISTORY     - Date     Condition        Report By
 GH0321  HISTORY     - 1934     MONUMENTED       CGS
 GH0321  HISTORY     - 1964     GOOD             CGS
 GH0321  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0321
 GH0321                          STATION DESCRIPTION
 GH0321
 GH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0321'AT STILLWATER.
 GH0321'AT STILLWATER, PAYNE COUNTY, ON THE CAMPUS OF THE OKLAHOMA A. AND
 GH0321'M. COLLEGE, AND 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 GH0321'ENGINEERING BUILDING.  A STANDARD DISK, STAMPED N 51 1934 AND
 GH0321'SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW LOCATED
 GH0321'ON THE GROUNDS OF GUNDERSEN HALL, WHICH WAS THE OLD ENGINEERING
 GH0321'BUILDING.
 GH0321
 GH0321                          STATION RECOVERY (1964)
 GH0321
 GH0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GH0321'RECOVERED IN GOOD CONDITION.
 GH0321
 GH0321                          STATION RECOVERY (2022)
 GH0321
 GH0321'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0553 ***********************************************************************
 FH0553  DESIGNATION -  N 54
 FH0553  PID         -  FH0553
 FH0553  STATE/COUNTY-  OK/MUSKOGEE
 FH0553  COUNTRY     -  US
 FH0553  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0553
 FH0553                         *CURRENT SURVEY CONTROL
 FH0553  ______________________________________________________________________
 FH0553* NAD 83(1986) POSITION- 35 39 37.     (N) 095 21 51.     (W)   SCALED
 FH0553* NAVD 88 ORTHO HEIGHT -   182.454 (meters)      598.60  (feet) ADJUSTED
 FH0553  ______________________________________________________________________
 FH0553  GEOID HEIGHT    -        -29.565 (meters)                     GEOID18
 FH0553  DYNAMIC HEIGHT  -        182.286 (meters)      598.05  (feet) COMP
 FH0553  MODELED GRAVITY -    979,714.5   (mgal)                       NAVD 88
 FH0553
 FH0553  VERT ORDER      -  SECOND    CLASS 0
 FH0553
 FH0553.This mark is at Davis Field Airport (MKO)
 FH0553
 FH0553.The horizontal coordinates were scaled from a map and have
 FH0553.an estimated accuracy of +/- 6 seconds.
 FH0553
 FH0553.The orthometric height was determined by differential leveling and
 FH0553.adjusted by the NATIONAL GEODETIC SURVEY
 FH0553.in June 1991.
 FH0553
 FH0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0553.GEOID18 height accuracy estimate available here.
 FH0553
 FH0553.Click photographs - Photos may exist for this station.
 FH0553
 FH0553.The dynamic height is computed by dividing the NAVD 88
 FH0553.geopotential number by the normal gravity value computed on the
 FH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0553.degrees latitude (g = 980.6199 gals.).
 FH0553
 FH0553.The modeled gravity was interpolated from observed gravity values.
 FH0553
 FH0553;                    North         East    Units  Estimated Accuracy
 FH0553;SPC OK N     -    76,500.      838,640.      MT  (+/- 180 meters Scaled)
 FH0553
 FH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV859488(NAD 83)
 FH0553
 FH0553                          SUPERSEDED SURVEY CONTROL
 FH0553
 FH0553  NGVD 29 (??/??/92)  182.338  (m)          598.22   (f) ADJ UNCH    2 0
 FH0553
 FH0553.Superseded values are not recommended for survey control.
 FH0553
 FH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0553.See file dsdata.pdf to determine how the superseded data were derived.
 FH0553
 FH0553_MARKER: DB = BENCH MARK DISK
 FH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0553_STAMPING: N 54 1957
 FH0553_MARK LOGO: CGS
 FH0553_PROJECTION: PROJECTING 12 CENTIMETERS
 FH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0553+STABILITY: SURFACE MOTION
 FH0553
 FH0553  HISTORY     - Date     Condition        Report By
 FH0553  HISTORY     - 1957     MONUMENTED       CGS
 FH0553
 FH0553                          STATION DESCRIPTION
 FH0553
 FH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0553'7.4 MI S FROM MUSKOGEE.
 FH0553'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0553'STATION AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 FH0553'ROAD, THENCE 0.3 MILE SOUTHEAST ACROSS COUNTY, THENCE 0.5
 FH0553'MILE SOUTHEAST ALONG THE NORTHEAST SIDE OF THE NORTHWEST AND
 FH0553'SOUTHEAST RUNWAY AT DAVIS FIELD, 500 FEET NORTHEAST OF THE
 FH0553'CENTER LINE OF A PROPOSED RUNWAY, 0.3 MILE WEST OF THE PRESENT
 FH0553'ADMINISTRATION BUILDING, 1.5 FEET NORTHWEST OF A WITNESS POST,
 FH0553'2700 FEET SOUTHEAST OF BENCH MARK P 54, SET IN THE TOP OF A
 FH0553'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0214 ***********************************************************************
 EL0214  DESIGNATION -  N 56
 EL0214  PID         -  EL0214
 EL0214  STATE/COUNTY-  OK/MURRAY
 EL0214  COUNTRY     -  US
 EL0214  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0214
 EL0214                         *CURRENT SURVEY CONTROL
 EL0214  ______________________________________________________________________
 EL0214* NAD 83(1986) POSITION- 34 30 23.     (N) 096 58 29.     (W)   SCALED
 EL0214* NAVD 88 ORTHO HEIGHT -   289.675 (meters)      950.38  (feet) ADJUSTED
 EL0214  ______________________________________________________________________
 EL0214  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 EL0214  DYNAMIC HEIGHT  -        289.391 (meters)      949.44  (feet) COMP
 EL0214  MODELED GRAVITY -    979,645.7   (mgal)                       NAVD 88
 EL0214
 EL0214  VERT ORDER      -  SECOND    CLASS 0
 EL0214
 EL0214.The horizontal coordinates were scaled from a map and have
 EL0214.an estimated accuracy of +/- 6 seconds.
 EL0214
 EL0214.The orthometric height was determined by differential leveling and
 EL0214.adjusted by the NATIONAL GEODETIC SURVEY
 EL0214.in June 1991.
 EL0214
 EL0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0214.GEOID18 height accuracy estimate available here.
 EL0214
 EL0214.Click photographs - Photos may exist for this station.
 EL0214
 EL0214.The dynamic height is computed by dividing the NAVD 88
 EL0214.geopotential number by the normal gravity value computed on the
 EL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0214.degrees latitude (g = 980.6199 gals.).
 EL0214
 EL0214.The modeled gravity was interpolated from observed gravity values.
 EL0214
 EL0214;                    North         East    Units  Estimated Accuracy
 EL0214;SPC OK S     -   130,600.      694,150.      MT  (+/- 180 meters Scaled)
 EL0214
 EL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD859201(NAD 83)
 EL0214
 EL0214                          SUPERSEDED SURVEY CONTROL
 EL0214
 EL0214  NGVD 29 (??/??/92)  289.601  (m)          950.13   (f) ADJ UNCH    2 0
 EL0214
 EL0214.Superseded values are not recommended for survey control.
 EL0214
 EL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0214.See file dsdata.pdf to determine how the superseded data were derived.
 EL0214
 EL0214_MARKER: DB = BENCH MARK DISK
 EL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0214_STAMPING: N 56 1934
 EL0214_MARK LOGO: CGS
 EL0214_PROJECTION: RECESSED 8 CENTIMETERS
 EL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0214+STABILITY: SURFACE MOTION
 EL0214
 EL0214  HISTORY     - Date     Condition        Report By
 EL0214  HISTORY     - 1934     MONUMENTED       CGS
 EL0214  HISTORY     - 1961     GOOD             USGS
 EL0214  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0214
 EL0214                          STATION DESCRIPTION
 EL0214
 EL0214'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0214'AT SULPHUR.
 EL0214'AT SULPHUR, TES. 1 N. AND 1 8., R. 3 W., NR. 1/4 COR. SECS. 3 AND
 EL0214'34, 60 FT. WEST OF WEST WALL OF ST. LOUIS-SAN FRANCISCO R.R.
 EL0214'STATION, 37 FT. WEST OF WEST RAIL OF TRACKS, 2 FT. NORTH OF NORTH
 EL0214'EDGE OF SIDEWALK, 10 FT. SOUTH-SOUTHWEST OF POWER POLE, 30 FT.
 EL0214'NORTH C. STATE HWY. 7, IN CONCRETE POST UNDER 3 INCHES OF
 EL0214'GROUND, STD. DISK STAMPED N-56 1934.
 EL0214
 EL0214                          STATION RECOVERY (1965)
 EL0214
 EL0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0071 ***********************************************************************
 FJ0071  DESIGNATION -  N 58
 FJ0071  PID         -  FJ0071
 FJ0071  STATE/COUNTY-  OK/HUGHES
 FJ0071  COUNTRY     -  US
 FJ0071  USGS QUAD   -  WELEETKA (2018)
 FJ0071
 FJ0071                         *CURRENT SURVEY CONTROL
 FJ0071  ______________________________________________________________________
 FJ0071* NAD 83(1986) POSITION- 35 15 19.     (N) 096 13 09.     (W)   SCALED
 FJ0071* NAVD 88 ORTHO HEIGHT -   227.132 (meters)      745.18  (feet) ADJUSTED
 FJ0071  ______________________________________________________________________
 FJ0071  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 FJ0071  DYNAMIC HEIGHT  -        226.914 (meters)      744.47  (feet) COMP
 FJ0071  MODELED GRAVITY -    979,668.3   (mgal)                       NAVD 88
 FJ0071
 FJ0071  VERT ORDER      -  SECOND    CLASS 0
 FJ0071
 FJ0071.The horizontal coordinates were scaled from a map and have
 FJ0071.an estimated accuracy of +/- 6 seconds.
 FJ0071
 FJ0071.The orthometric height was determined by differential leveling and
 FJ0071.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0071.in June 1991.
 FJ0071
 FJ0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0071.GEOID18 height accuracy estimate available here.
 FJ0071
 FJ0071.Click photographs - Photos may exist for this station.
 FJ0071
 FJ0071.The dynamic height is computed by dividing the NAVD 88
 FJ0071.geopotential number by the normal gravity value computed on the
 FJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0071.degrees latitude (g = 980.6199 gals.).
 FJ0071
 FJ0071.The modeled gravity was interpolated from observed gravity values.
 FJ0071
 FJ0071;                    North         East    Units  Estimated Accuracy
 FJ0071;SPC OK S     -   214,630.      762,060.      MT  (+/- 180 meters Scaled)
 FJ0071
 FJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE529048(NAD 83)
 FJ0071
 FJ0071                          SUPERSEDED SURVEY CONTROL
 FJ0071
 FJ0071  NGVD 29 (??/??/92)  227.018  (m)          744.81   (f) ADJ UNCH    2 0
 FJ0071
 FJ0071.Superseded values are not recommended for survey control.
 FJ0071
 FJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0071.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0071
 FJ0071_MARKER: DB = BENCH MARK DISK
 FJ0071_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0071_STAMPING: N 58 1934
 FJ0071_MARK LOGO: CGS
 FJ0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0071+STABILITY: POSITION/ELEVATION WELL
 FJ0071
 FJ0071  HISTORY     - Date     Condition        Report By
 FJ0071  HISTORY     - 1934     MONUMENTED       CGS
 FJ0071  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0071
 FJ0071                          STATION DESCRIPTION
 FJ0071
 FJ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0071'2.1 MI NE FROM WETUMKA.
 FJ0071'2.1 MILES NORTHEAST OF WETUMKA STL AND SF RR. STATION.  SET
 FJ0071'IN OUTCROP OF SANDSTONE, LEVEL WITH THE GROUND, AND ON TOP
 FJ0071'OF A BANK.  129 FEET WEST OF MILE POST 502/10.  36 FEET SOUTH
 FJ0071'OF THE NEAREST RAIL OF THE SAINT LOUIS AND SAN FRANCISCO RAILWAY
 FJ0071'TRACK.  5 FEET ABOVE THE LEVEL OF THE RAIL.  3 FEET SOUTH OF TELEGRAPH
 FJ0071'LINE.
 FJ0071
 FJ0071                          STATION RECOVERY (1964)
 FJ0071
 FJ0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0500 ***********************************************************************
 FH0500  DESIGNATION -  N 59
 FH0500  PID         -  FH0500
 FH0500  STATE/COUNTY-  OK/MUSKOGEE
 FH0500  COUNTRY     -  US
 FH0500  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0500
 FH0500                         *CURRENT SURVEY CONTROL
 FH0500  ______________________________________________________________________
 FH0500* NAD 83(1986) POSITION- 35 45 51.     (N) 095 18 38.     (W)   SCALED
 FH0500* NAVD 88 ORTHO HEIGHT -   166.482 (meters)      546.20  (feet) ADJUSTED
 FH0500  ______________________________________________________________________
 FH0500  GEOID HEIGHT    -        -29.436 (meters)                     GEOID18
 FH0500  DYNAMIC HEIGHT  -        166.333 (meters)      545.71  (feet) COMP
 FH0500  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 FH0500
 FH0500  VERT ORDER      -  SECOND    CLASS 0
 FH0500
 FH0500.The horizontal coordinates were scaled from a map and have
 FH0500.an estimated accuracy of +/- 6 seconds.
 FH0500
 FH0500.The orthometric height was determined by differential leveling and
 FH0500.adjusted by the NATIONAL GEODETIC SURVEY
 FH0500.in June 1991.
 FH0500
 FH0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0500.GEOID18 height accuracy estimate available here.
 FH0500
 FH0500.Click photographs - Photos may exist for this station.
 FH0500
 FH0500.The dynamic height is computed by dividing the NAVD 88
 FH0500.geopotential number by the normal gravity value computed on the
 FH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0500.degrees latitude (g = 980.6199 gals.).
 FH0500
 FH0500.The modeled gravity was interpolated from observed gravity values.
 FH0500
 FH0500;                    North         East    Units  Estimated Accuracy
 FH0500;SPC OK N     -    88,160.      843,170.      MT  (+/- 180 meters Scaled)
 FH0500
 FH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV911602(NAD 83)
 FH0500
 FH0500                          SUPERSEDED SURVEY CONTROL
 FH0500
 FH0500  NGVD 29 (??/??/92)  166.371  (m)          545.84   (f) ADJ UNCH    2 0
 FH0500
 FH0500.Superseded values are not recommended for survey control.
 FH0500
 FH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0500.See file dsdata.pdf to determine how the superseded data were derived.
 FH0500
 FH0500_MARKER: DB = BENCH MARK DISK
 FH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0500_STAMPING: N 59 1934
 FH0500_MARK LOGO: CGS
 FH0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0500+STABILITY: SURFACE MOTION
 FH0500
 FH0500  HISTORY     - Date     Condition        Report By
 FH0500  HISTORY     - 1934     MONUMENTED       CGS
 FH0500  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0500
 FH0500                          STATION DESCRIPTION
 FH0500
 FH0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0500'4.5 MI NE FROM MUSKOGEE.
 FH0500'4.5 MILES NORTHEAST OF RAILWAY SIGNAL TOWER AT MUSKOGEE.  200
 FH0500'FEET SOUTHEAST OF MILEPOLE 451/20.  42 FEET SOUTHEAST OF NEAREST
 FH0500'RAIL OF ST. LOUIS AND SAN FRANCISCO RAILWAY TRACK.  36 FEET
 FH0500'EAST OF THE CENTER LINE OF SECTION LINE ROAD.
 FH0500
 FH0500                          STATION RECOVERY (1974)
 FH0500
 FH0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0500'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0661 ***********************************************************************
 FH0661  DESIGNATION -  N 6
 FH0661  PID         -  FH0661
 FH0661  STATE/COUNTY-  OK/MCINTOSH
 FH0661  COUNTRY     -  US
 FH0661  USGS QUAD   -  HANNA (2018)
 FH0661
 FH0661                         *CURRENT SURVEY CONTROL
 FH0661  ______________________________________________________________________
 FH0661* NAD 83(1986) POSITION- 35 13 00.     (N) 095 57 03.     (W)   SCALED
 FH0661* NAVD 88 ORTHO HEIGHT -   217.143 (meters)      712.41  (feet) ADJUSTED
 FH0661  ______________________________________________________________________
 FH0661  GEOID HEIGHT    -        -29.296 (meters)                     GEOID18
 FH0661  DYNAMIC HEIGHT  -        216.932 (meters)      711.72  (feet) COMP
 FH0661  MODELED GRAVITY -    979,659.5   (mgal)                       NAVD 88
 FH0661
 FH0661  VERT ORDER      -  FIRST     CLASS II
 FH0661
 FH0661.The horizontal coordinates were scaled from a map and have
 FH0661.an estimated accuracy of +/- 6 seconds.
 FH0661
 FH0661.The orthometric height was determined by differential leveling and
 FH0661.adjusted by the NATIONAL GEODETIC SURVEY
 FH0661.in June 1991.
 FH0661
 FH0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0661.GEOID18 height accuracy estimate available here.
 FH0661
 FH0661.Click photographs - Photos may exist for this station.
 FH0661
 FH0661.The dynamic height is computed by dividing the NAVD 88
 FH0661.geopotential number by the normal gravity value computed on the
 FH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0661.degrees latitude (g = 980.6199 gals.).
 FH0661
 FH0661.The modeled gravity was interpolated from observed gravity values.
 FH0661
 FH0661;                    North         East    Units  Estimated Accuracy
 FH0661;SPC OK S     -   210,810.      786,560.      MT  (+/- 180 meters Scaled)
 FH0661
 FH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV314010(NAD 83)
 FH0661
 FH0661                          SUPERSEDED SURVEY CONTROL
 FH0661
 FH0661  NGVD 29 (??/??/92)  217.032  (m)          712.05   (f) ADJ UNCH    1 2
 FH0661
 FH0661.Superseded values are not recommended for survey control.
 FH0661
 FH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0661.See file dsdata.pdf to determine how the superseded data were derived.
 FH0661
 FH0661_MARKER: DB = BENCH MARK DISK
 FH0661_SETTING: 66 = SET IN ROCK OUTCROP
 FH0661_STAMPING: 712.046 N 6 1933
 FH0661_MARK LOGO: CGS
 FH0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0661+STABILITY: POSITION/ELEVATION WELL
 FH0661
 FH0661  HISTORY     - Date     Condition        Report By
 FH0661  HISTORY     - 1933     MONUMENTED       CGS
 FH0661  HISTORY     - 1970     MARK NOT FOUND   USGS
 FH0661
 FH0661                          STATION DESCRIPTION
 FH0661
 FH0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0661'1.3 MI W FROM VERNON.
 FH0661'1.3 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0661'RAILWAY FROM VERNON, MC INTOSH COUNTY, 250 FEET SOUTH OF A HOUSE,
 FH0661'8 FEET SOUTH OF THE OLD ROADBED, AND IN THE TOP OF A ROCK OUTCROP.
 FH0661'A STANDARD DISK, STAMPED 712.046 N 6 1933.
 FH0661
 FH0661                          STATION RECOVERY (1970)
 FH0661
 FH0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FH0661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0457 ***********************************************************************
 DN0457  DESIGNATION -  N 61
 DN0457  PID         -  DN0457
 DN0457  STATE/COUNTY-  OK/MARSHALL
 DN0457  COUNTRY     -  US
 DN0457  USGS QUAD   -  PLATTER (2018)
 DN0457
 DN0457                         *CURRENT SURVEY CONTROL
 DN0457  ______________________________________________________________________
 DN0457* NAD 83(1986) POSITION- 33 55 14.     (N) 096 36 13.     (W)   SCALED
 DN0457* NAVD 88 ORTHO HEIGHT -   181.309 (meters)      594.84  (feet) ADJUSTED
 DN0457  ______________________________________________________________________
 DN0457  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 DN0457  DYNAMIC HEIGHT  -        181.117 (meters)      594.21  (feet) COMP
 DN0457  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 DN0457
 DN0457  VERT ORDER      -  FIRST     CLASS II
 DN0457
 DN0457.The horizontal coordinates were scaled from a map and have
 DN0457.an estimated accuracy of +/- 6 seconds.
 DN0457
 DN0457.The orthometric height was determined by differential leveling and
 DN0457.adjusted by the NATIONAL GEODETIC SURVEY
 DN0457.in June 1991.
 DN0457
 DN0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0457.GEOID18 height accuracy estimate available here.
 DN0457
 DN0457.Click photographs - Photos may exist for this station.
 DN0457
 DN0457.The dynamic height is computed by dividing the NAVD 88
 DN0457.geopotential number by the normal gravity value computed on the
 DN0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0457.degrees latitude (g = 980.6199 gals.).
 DN0457
 DN0457.The modeled gravity was interpolated from observed gravity values.
 DN0457
 DN0457;                    North         East    Units  Estimated Accuracy
 DN0457;SPC OK S     -    66,030.      729,120.      MT  (+/- 180 meters Scaled)
 DN0457
 DN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC215559(NAD 83)
 DN0457
 DN0457                          SUPERSEDED SURVEY CONTROL
 DN0457
 DN0457  NGVD 29 (??/??/92)  181.286  (m)          594.77   (f) ADJ UNCH    1 2
 DN0457
 DN0457.Superseded values are not recommended for survey control.
 DN0457
 DN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0457.See file dsdata.pdf to determine how the superseded data were derived.
 DN0457
 DN0457_MARKER: DB = BENCH MARK DISK
 DN0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0457_STAMPING: N 61 1934
 DN0457_MARK LOGO: CGS
 DN0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0457+STABILITY: SURFACE MOTION
 DN0457
 DN0457  HISTORY     - Date     Condition        Report By
 DN0457  HISTORY     - 1934     MONUMENTED       CGS
 DN0457  HISTORY     - 19960803 MARK NOT FOUND   USPSQD
 DN0457
 DN0457                          STATION DESCRIPTION
 DN0457
 DN0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0457'1.1 MI SE FROM WOODVILLE.
 DN0457'1.1 MILES SOUTH EAST OF WOODVILLE.  AT MILE POST 619.25 AND ST. LOUIS
 DN0457'AND SAN FRANCISCO RAILROAD CROSSING.  50 FEET SOUTH OF THE TRACK.  12
 DN0457'FEET EAST OF THE CENTERLINE OF THE ROAD.
 DN0457
 DN0457                          STATION RECOVERY (1996)
 DN0457
 DN0457'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0468 ***********************************************************************
 FH0468  DESIGNATION -  N 61
 FH0468  PID         -  FH0468
 FH0468  STATE/COUNTY-  OK/WAGONER
 FH0468  COUNTRY     -  US
 FH0468  USGS QUAD   -  WAGONER EAST (2018)
 FH0468
 FH0468                         *CURRENT SURVEY CONTROL
 FH0468  ______________________________________________________________________
 FH0468* NAD 83(1986) POSITION- 35 54 03.     (N) 095 22 00.     (W)   SCALED
 FH0468* NAVD 88 ORTHO HEIGHT -   175.071 (meters)      574.38  (feet) ADJUSTED
 FH0468  ______________________________________________________________________
 FH0468  GEOID HEIGHT    -        -29.333 (meters)                     GEOID18
 FH0468  DYNAMIC HEIGHT  -        174.916 (meters)      573.87  (feet) COMP
 FH0468  MODELED GRAVITY -    979,743.9   (mgal)                       NAVD 88
 FH0468
 FH0468  VERT ORDER      -  SECOND    CLASS 0
 FH0468
 FH0468.The horizontal coordinates were scaled from a map and have
 FH0468.an estimated accuracy of +/- 6 seconds.
 FH0468
 FH0468.The orthometric height was determined by differential leveling and
 FH0468.adjusted by the NATIONAL GEODETIC SURVEY
 FH0468.in June 1991.
 FH0468
 FH0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0468.GEOID18 height accuracy estimate available here.
 FH0468
 FH0468.Click photographs - Photos may exist for this station.
 FH0468
 FH0468.The dynamic height is computed by dividing the NAVD 88
 FH0468.geopotential number by the normal gravity value computed on the
 FH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0468.degrees latitude (g = 980.6199 gals.).
 FH0468
 FH0468.The modeled gravity was interpolated from observed gravity values.
 FH0468
 FH0468;                    North         East    Units  Estimated Accuracy
 FH0468;SPC OK N     -   103,170.      837,690.      MT  (+/- 180 meters Scaled)
 FH0468
 FH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV864755(NAD 83)
 FH0468
 FH0468                          SUPERSEDED SURVEY CONTROL
 FH0468
 FH0468  NGVD 29 (??/??/92)  174.960  (m)          574.01   (f) ADJ UNCH    2 0
 FH0468
 FH0468.Superseded values are not recommended for survey control.
 FH0468
 FH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0468.See file dsdata.pdf to determine how the superseded data were derived.
 FH0468
 FH0468_MARKER: DB = BENCH MARK DISK
 FH0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0468_STAMPING: N 61 1934
 FH0468_MARK LOGO: CGS
 FH0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0468+STABILITY: SURFACE MOTION
 FH0468
 FH0468  HISTORY     - Date     Condition        Report By
 FH0468  HISTORY     - 1934     MONUMENTED       CGS
 FH0468  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0468
 FH0468                          STATION DESCRIPTION
 FH0468
 FH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0468'4 MI S FROM WAGONER.
 FH0468'0.2 MILE SOUTHEAST OF MILE POST 492.  150 FEET NORTHEAST
 FH0468'OF MISSOURI-KANSAS AND TEXAS SEMAPHORE 492.1.  75 FEET EAST
 FH0468'OF NEAREST RAIL OF TRACK.  42 FEET WEST OF CENTER LINE OF
 FH0468'U.S. HIGHWAY 73, AND INSIDE OF RAILWAY PROPERTY FENCE.
 FH0468
 FH0468                          STATION RECOVERY (1973)
 FH0468
 FH0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0517 ***********************************************************************
 EK0517  DESIGNATION -  N 62
 EK0517  PID         -  EK0517
 EK0517  STATE/COUNTY-  OK/CHOCTAW
 EK0517  COUNTRY     -  US
 EK0517  USGS QUAD   -  BOSWELL SW (2018)
 EK0517
 EK0517                         *CURRENT SURVEY CONTROL
 EK0517  ______________________________________________________________________
 EK0517* NAD 83(1986) POSITION- 34 00 46.     (N) 095 55 13.     (W)   SCALED
 EK0517* NAVD 88 ORTHO HEIGHT -   179.978 (meters)      590.48  (feet) ADJUSTED
 EK0517  ______________________________________________________________________
 EK0517  GEOID HEIGHT    -        -27.958 (meters)                     GEOID18
 EK0517  DYNAMIC HEIGHT  -        179.789 (meters)      589.86  (feet) COMP
 EK0517  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EK0517
 EK0517  VERT ORDER      -  FIRST     CLASS II
 EK0517
 EK0517.The horizontal coordinates were scaled from a map and have
 EK0517.an estimated accuracy of +/- 6 seconds.
 EK0517
 EK0517.The orthometric height was determined by differential leveling and
 EK0517.adjusted by the NATIONAL GEODETIC SURVEY
 EK0517.in June 1991.
 EK0517
 EK0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0517.GEOID18 height accuracy estimate available here.
 EK0517
 EK0517.Click photographs - Photos may exist for this station.
 EK0517
 EK0517.The dynamic height is computed by dividing the NAVD 88
 EK0517.geopotential number by the normal gravity value computed on the
 EK0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0517.degrees latitude (g = 980.6199 gals.).
 EK0517
 EK0517.The modeled gravity was interpolated from observed gravity values.
 EK0517
 EK0517;                    North         East    Units  Estimated Accuracy
 EK0517;SPC OK S     -    77,350.      792,090.      MT  (+/- 180 meters Scaled)
 EK0517
 EK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT303674(NAD 83)
 EK0517
 EK0517                          SUPERSEDED SURVEY CONTROL
 EK0517
 EK0517  NGVD 29 (??/??/92)  179.914  (m)          590.27   (f) ADJ UNCH    1 2
 EK0517
 EK0517.Superseded values are not recommended for survey control.
 EK0517
 EK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0517.See file dsdata.pdf to determine how the superseded data were derived.
 EK0517
 EK0517_MARKER: DB = BENCH MARK DISK
 EK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0517_STAMPING: N 62 1934
 EK0517_MARK LOGO: CGS
 EK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0517+STABILITY: SURFACE MOTION
 EK0517
 EK0517  HISTORY     - Date     Condition        Report By
 EK0517  HISTORY     - 1934     MONUMENTED       CGS
 EK0517  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0517  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0517
 EK0517                          STATION DESCRIPTION
 EK0517
 EK0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0517'3 MI W FROM BOSWELL.
 EK0517'3.0 MILES WEST OF BOSWELL ST. LSFRR MILE POST 583 AND ST. LOUIS
 EK0517'AND SAN FRNCISCO RR. CROSSING.  40 FEET NORTH OF THE TRACK, 30
 EK0517'FEET EAST OF THE CROSSING IN FENCE CORNER.
 EK0517
 EK0517                          STATION RECOVERY (1967)
 EK0517
 EK0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0517'MARK NOT FOUND.
 EK0517
 EK0517                          STATION RECOVERY (1986)
 EK0517
 EK0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0360 ***********************************************************************
 GG0360  DESIGNATION -  N 63
 GG0360  PID         -  GG0360
 GG0360  STATE/COUNTY-  OK/MAYES
 GG0360  COUNTRY     -  US
 GG0360  USGS QUAD   -  SALINA SE (2019)
 GG0360
 GG0360                         *CURRENT SURVEY CONTROL
 GG0360  ______________________________________________________________________
 GG0360* NAD 83(1986) POSITION- 36 21 09.     (N) 095 03 56.     (W)   SCALED
 GG0360* NAVD 88 ORTHO HEIGHT -   315.743 (meters)     1035.90  (feet) ADJUSTED
 GG0360  ______________________________________________________________________
 GG0360  GEOID HEIGHT    -        -29.000 (meters)                     GEOID18
 GG0360  DYNAMIC HEIGHT  -        315.471 (meters)     1035.01  (feet) COMP
 GG0360  MODELED GRAVITY -    979,764.3   (mgal)                       NAVD 88
 GG0360
 GG0360  VERT ORDER      -  SECOND    CLASS 0
 GG0360
 GG0360.The horizontal coordinates were scaled from a map and have
 GG0360.an estimated accuracy of +/- 6 seconds.
 GG0360
 GG0360.The orthometric height was determined by differential leveling and
 GG0360.adjusted by the NATIONAL GEODETIC SURVEY
 GG0360.in June 1991.
 GG0360
 GG0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0360.GEOID18 height accuracy estimate available here.
 GG0360
 GG0360.Click photographs - Photos may exist for this station.
 GG0360
 GG0360.The dynamic height is computed by dividing the NAVD 88
 GG0360.geopotential number by the normal gravity value computed on the
 GG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0360.degrees latitude (g = 980.6199 gals.).
 GG0360
 GG0360.The modeled gravity was interpolated from observed gravity values.
 GG0360
 GG0360;                    North         East    Units  Estimated Accuracy
 GG0360;SPC OK N     -   154,050.      863,350.      MT  (+/- 180 meters Scaled)
 GG0360
 GG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA146250(NAD 83)
 GG0360
 GG0360                          SUPERSEDED SURVEY CONTROL
 GG0360
 GG0360  NGVD 29 (??/??/92)  315.619  (m)         1035.49   (f) ADJ UNCH    2 0
 GG0360
 GG0360.Superseded values are not recommended for survey control.
 GG0360
 GG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0360.See file dsdata.pdf to determine how the superseded data were derived.
 GG0360
 GG0360_MARKER: DB = BENCH MARK DISK
 GG0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0360_STAMPING: N 63 1934
 GG0360_MARK LOGO: CGS
 GG0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0360+STABILITY: SURFACE MOTION
 GG0360
 GG0360  HISTORY     - Date     Condition        Report By
 GG0360  HISTORY     - 1934     MONUMENTED       CGS
 GG0360  HISTORY     - 1960     GOOD             CGS
 GG0360
 GG0360                          STATION DESCRIPTION
 GG0360
 GG0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0360'4.5 MI SW FROM SPAVINAW.
 GG0360'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE SPAVINAW LAKE
 GG0360'DAM AT SPAVINAW, MAYES COUNTY, 60 FEET SOUTHEAST OF A WINDING ROAD
 GG0360'SIGN, AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 GG0360'STANDARD DISK, STAMPED N 63 1934 AND SET IN THE TOP OF A CONCRETE
 GG0360'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0555 ***********************************************************************
 EK0555  DESIGNATION -  N 63
 EK0555  PID         -  EK0555
 EK0555  STATE/COUNTY-  OK/PUSHMATAHA
 EK0555  COUNTRY     -  US
 EK0555  USGS QUAD   -  ANTLERS EAST (2019)
 EK0555
 EK0555                         *CURRENT SURVEY CONTROL
 EK0555  ______________________________________________________________________
 EK0555* NAD 83(1986) POSITION- 34 12 39.     (N) 095 36 21.     (W)   SCALED
 EK0555* NAVD 88 ORTHO HEIGHT -   148.762 (meters)      488.06  (feet) ADJUSTED
 EK0555  ______________________________________________________________________
 EK0555  GEOID HEIGHT    -        -30.048 (meters)                     GEOID18
 EK0555  DYNAMIC HEIGHT  -        148.601 (meters)      487.54  (feet) COMP
 EK0555  MODELED GRAVITY -    979,550.4   (mgal)                       NAVD 88
 EK0555
 EK0555  VERT ORDER      -  SECOND    CLASS 0
 EK0555
 EK0555.The horizontal coordinates were scaled from a map and have
 EK0555.an estimated accuracy of +/- 6 seconds.
 EK0555
 EK0555.The orthometric height was determined by differential leveling and
 EK0555.adjusted by the NATIONAL GEODETIC SURVEY
 EK0555.in June 1991.
 EK0555
 EK0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0555.GEOID18 height accuracy estimate available here.
 EK0555
 EK0555.Click photographs - Photos may exist for this station.
 EK0555
 EK0555.The dynamic height is computed by dividing the NAVD 88
 EK0555.geopotential number by the normal gravity value computed on the
 EK0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0555.degrees latitude (g = 980.6199 gals.).
 EK0555
 EK0555.The modeled gravity was interpolated from observed gravity values.
 EK0555
 EK0555;                    North         East    Units  Estimated Accuracy
 EK0555;SPC OK S     -    99,950.      820,610.      MT  (+/- 180 meters Scaled)
 EK0555
 EK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT599886(NAD 83)
 EK0555
 EK0555                          SUPERSEDED SURVEY CONTROL
 EK0555
 EK0555  NGVD 29 (??/??/92)  148.684  (m)          487.81   (f) ADJ UNCH    2 0
 EK0555
 EK0555.Superseded values are not recommended for survey control.
 EK0555
 EK0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0555.See file dsdata.pdf to determine how the superseded data were derived.
 EK0555
 EK0555_MARKER: DB = BENCH MARK DISK
 EK0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0555_STAMPING: N 63 1934
 EK0555_MARK LOGO: CGS
 EK0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0555+STABILITY: SURFACE MOTION
 EK0555
 EK0555  HISTORY     - Date     Condition        Report By
 EK0555  HISTORY     - 1934     MONUMENTED       CGS
 EK0555  HISTORY     - 1960     GOOD             CGS
 EK0555
 EK0555                          STATION DESCRIPTION
 EK0555
 EK0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0555'1.6 MI SE FROM ANTLERS.
 EK0555'ABOUT 1.6 MILES SOUTHEAST ALONG ST. LOUIS, SAN FRANCISCO RAILROAD
 EK0555'FROM THE STATION AT ANTLERS, 22 1/2 RAILS SOUTH OF THE SOUTH
 EK0555'END OF A WOODEN TRESTLE, 18 POLES SOUTH OF MILEPOST 543, IN
 EK0555'SECTION 14, R 16 E, T 4 S, 55 FEET EAST OF THE EAST RAIL, ABOUT
 EK0555'LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 EK0555'PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0510 ***********************************************************************
 EK0510  DESIGNATION -  N 64
 EK0510  PID         -  EK0510
 EK0510  STATE/COUNTY-  OK/CHOCTAW
 EK0510  COUNTRY     -  US
 EK0510  USGS QUAD   -  SWINK (2019)
 EK0510
 EK0510                         *CURRENT SURVEY CONTROL
 EK0510  ______________________________________________________________________
 EK0510* NAD 83(1986) POSITION- 34 01 09.     (N) 095 12 05.     (W)   SCALED
 EK0510* NAVD 88 ORTHO HEIGHT -   150.812 (meters)      494.79  (feet) ADJUSTED
 EK0510  ______________________________________________________________________
 EK0510  GEOID HEIGHT    -        -28.943 (meters)                     GEOID18
 EK0510  DYNAMIC HEIGHT  -        150.653 (meters)      494.27  (feet) COMP
 EK0510  MODELED GRAVITY -    979,581.3   (mgal)                       NAVD 88
 EK0510
 EK0510  VERT ORDER      -  FIRST     CLASS II
 EK0510
 EK0510.The horizontal coordinates were scaled from a map and have
 EK0510.an estimated accuracy of +/- 6 seconds.
 EK0510
 EK0510.The orthometric height was determined by differential leveling and
 EK0510.adjusted by the NATIONAL GEODETIC SURVEY
 EK0510.in June 1991.
 EK0510
 EK0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0510.GEOID18 height accuracy estimate available here.
 EK0510
 EK0510.Click photographs - Photos may exist for this station.
 EK0510
 EK0510.The dynamic height is computed by dividing the NAVD 88
 EK0510.geopotential number by the normal gravity value computed on the
 EK0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0510.degrees latitude (g = 980.6199 gals.).
 EK0510
 EK0510.The modeled gravity was interpolated from observed gravity values.
 EK0510
 EK0510;                    North         East    Units  Estimated Accuracy
 EK0510;SPC OK S     -    79,660.      858,450.      MT  (+/- 180 meters Scaled)
 EK0510
 EK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT967664(NAD 83)
 EK0510
 EK0510                          SUPERSEDED SURVEY CONTROL
 EK0510
 EK0510  NGVD 29 (??/??/92)  150.768  (m)          494.64   (f) ADJ UNCH    1 2
 EK0510
 EK0510.Superseded values are not recommended for survey control.
 EK0510
 EK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0510.See file dsdata.pdf to determine how the superseded data were derived.
 EK0510
 EK0510_MARKER: DB = BENCH MARK DISK
 EK0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0510_STAMPING: N 64 1934
 EK0510_MARK LOGO: CGS
 EK0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0510+STABILITY: SURFACE MOTION
 EK0510
 EK0510  HISTORY     - Date     Condition        Report By
 EK0510  HISTORY     - 1934     MONUMENTED       CGS
 EK0510  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0510
 EK0510                          STATION DESCRIPTION
 EK0510
 EK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0510'AT SWINK.
 EK0510'AT SWINK ST. L AND S.F. RR DEPOT.  AT ST LOUIS AND SAN FRANCISCO
 EK0510'RR CROSSING NEAR MILE POST 578.  300 FEET WEST OF SWINK STATION.
 EK0510'50 FEET SOUTH OF THE RAILROAD TRACKS.  40 FEET NORTH OF THE
 EK0510'CENTERLINE OF U.S. HIGHWAY 70.  EAST OF THE COUNTY ROAD.
 EK0510
 EK0510                          STATION RECOVERY (1986)
 EK0510
 EK0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0510'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0307 ***********************************************************************
 GG0307  DESIGNATION -  N 64
 GG0307  PID         -  GG0307
 GG0307  STATE/COUNTY-  OK/CRAIG
 GG0307  COUNTRY     -  US
 GG0307  USGS QUAD   -  WELCH SOUTH (2019)
 GG0307
 GG0307                         *CURRENT SURVEY CONTROL
 GG0307  ______________________________________________________________________
 GG0307* NAD 83(1986) POSITION- 36 45 25.     (N) 095 04 39.     (W)   SCALED
 GG0307* NAVD 88 ORTHO HEIGHT -   225.554 (meters)      740.01  (feet) ADJUSTED
 GG0307  ______________________________________________________________________
 GG0307  GEOID HEIGHT    -        -29.368 (meters)                     GEOID18
 GG0307  DYNAMIC HEIGHT  -        225.368 (meters)      739.39  (feet) COMP
 GG0307  MODELED GRAVITY -    979,801.8   (mgal)                       NAVD 88
 GG0307
 GG0307  VERT ORDER      -  SECOND    CLASS 0
 GG0307
 GG0307.The horizontal coordinates were scaled from a map and have
 GG0307.an estimated accuracy of +/- 6 seconds.
 GG0307
 GG0307.The orthometric height was determined by differential leveling and
 GG0307.adjusted by the NATIONAL GEODETIC SURVEY
 GG0307.in June 1991.
 GG0307
 GG0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0307.GEOID18 height accuracy estimate available here.
 GG0307
 GG0307.Click photographs - Photos may exist for this station.
 GG0307
 GG0307.The dynamic height is computed by dividing the NAVD 88
 GG0307.geopotential number by the normal gravity value computed on the
 GG0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0307.degrees latitude (g = 980.6199 gals.).
 GG0307
 GG0307.The modeled gravity was interpolated from observed gravity values.
 GG0307
 GG0307;                    North         East    Units  Estimated Accuracy
 GG0307;SPC OK N     -   198,870.      860,920.      MT  (+/- 180 meters Scaled)
 GG0307
 GG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA145699(NAD 83)
 GG0307
 GG0307                          SUPERSEDED SURVEY CONTROL
 GG0307
 GG0307  NGVD 29 (??/??/92)  225.442  (m)          739.64   (f) ADJ UNCH    2 0
 GG0307
 GG0307.Superseded values are not recommended for survey control.
 GG0307
 GG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0307.See file dsdata.pdf to determine how the superseded data were derived.
 GG0307
 GG0307_MARKER: DB = BENCH MARK DISK
 GG0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0307_SP_SET: CULVERT HEADWALL
 GG0307_STAMPING: N 64 1934
 GG0307_MARK LOGO: CGS
 GG0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0307+STABILITY: SURFACE MOTION
 GG0307
 GG0307  HISTORY     - Date     Condition        Report By
 GG0307  HISTORY     - 1934     MONUMENTED       CGS
 GG0307  HISTORY     - 1971     MARK NOT FOUND   USGS
 GG0307
 GG0307                          STATION DESCRIPTION
 GG0307
 GG0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0307'3.2 MI S FROM BLUE JACKET.
 GG0307'SET ON WEST END OF A CONCRETE CULVERT.  396 FEET SOUTH OF SECTION
 GG0307'LINE ROAD.  66 FEET NORTH OF MISSOURI-KANSAS AND TEXAS RAILWAY
 GG0307'SEMAPHORE 429.7.  9 FEET WEST OF NEAREST RAIL OF TRACK.
 GG0307
 GG0307                          STATION RECOVERY (1971)
 GG0307
 GG0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GG0307'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0343 ***********************************************************************
 DM0343  DESIGNATION -  N 65
 DM0343  PID         -  DM0343
 DM0343  STATE/COUNTY-  OK/MCCURTAIN
 DM0343  COUNTRY     -  US
 DM0343  USGS QUAD   -  BOKHOMA (2019)
 DM0343
 DM0343                         *CURRENT SURVEY CONTROL
 DM0343  ______________________________________________________________________
 DM0343* NAD 83(1986) POSITION- 33 49 42.     (N) 094 34 59.     (W)   SCALED
 DM0343* NAVD 88 ORTHO HEIGHT -   130.160 (meters)      427.03  (feet) ADJUSTED
 DM0343  ______________________________________________________________________
 DM0343  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 DM0343  DYNAMIC HEIGHT  -        130.027 (meters)      426.60  (feet) COMP
 DM0343  MODELED GRAVITY -    979,612.0   (mgal)                       NAVD 88
 DM0343
 DM0343  VERT ORDER      -  FIRST     CLASS II
 DM0343
 DM0343.The horizontal coordinates were scaled from a map and have
 DM0343.an estimated accuracy of +/- 6 seconds.
 DM0343
 DM0343.The orthometric height was determined by differential leveling and
 DM0343.adjusted by the NATIONAL GEODETIC SURVEY
 DM0343.in June 1991.
 DM0343
 DM0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0343.GEOID18 height accuracy estimate available here.
 DM0343
 DM0343.Click photographs - Photos may exist for this station.
 DM0343
 DM0343.The dynamic height is computed by dividing the NAVD 88
 DM0343.geopotential number by the normal gravity value computed on the
 DM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0343.degrees latitude (g = 980.6199 gals.).
 DM0343
 DM0343.The modeled gravity was interpolated from observed gravity values.
 DM0343
 DM0343;                    North         East    Units  Estimated Accuracy
 DM0343;SPC OK S     -    60,260.      916,250.      MT  (+/- 180 meters Scaled)
 DM0343
 DM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT535442(NAD 83)
 DM0343
 DM0343                          SUPERSEDED SURVEY CONTROL
 DM0343
 DM0343  NGVD 29 (??/??/92)  130.149  (m)          427.00   (f) ADJ UNCH    1 2
 DM0343
 DM0343.Superseded values are not recommended for survey control.
 DM0343
 DM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0343.See file dsdata.pdf to determine how the superseded data were derived.
 DM0343
 DM0343_MARKER: DB = BENCH MARK DISK
 DM0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0343_STAMPING: N 65 1934
 DM0343_MARK LOGO: CGS
 DM0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0343+STABILITY: SURFACE MOTION
 DM0343
 DM0343  HISTORY     - Date     Condition        Report By
 DM0343  HISTORY     - 1934     MONUMENTED       CGS
 DM0343  HISTORY     - 1950     MARK NOT FOUND   USGS
 DM0343
 DM0343                          STATION DESCRIPTION
 DM0343
 DM0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0343'4.3 MI E FROM HAWORTH.
 DM0343'4.3 MILES EAST OF HAWORTH ST. L. AND S. F. STATION MILEPOST 617/25.
 DM0343'1000 FEET WEST OF BOKHOMA ST. LOUIS AND SAN FRANCISCO RAILROAD
 DM0343'STATION.  40 FEET SOUTH OF THE TRACK.  20 FEET WEST OF CENTERLINE OF
 DM0343'CROSSING.  NOTE-- IT WAS REPORTED IN 1939 THAT THIS BENCH MARK HAD
 DM0343'BEEN DISTURBED.  USE WITH CAUTION.
 DM0343
 DM0343                          STATION RECOVERY (1950)
 DM0343
 DM0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 DM0343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0429 ***********************************************************************
 EK0429  DESIGNATION -  N 66
 EK0429  PID         -  EK0429
 EK0429  STATE/COUNTY-  OK/PUSHMATAHA
 EK0429  COUNTRY     -  US
 EK0429  USGS QUAD   -  ALBION (2019)
 EK0429
 EK0429                         *CURRENT SURVEY CONTROL
 EK0429  ______________________________________________________________________
 EK0429* NAD 83(1986) POSITION- 34 40 11.     (N) 095 05 38.     (W)   SCALED
 EK0429* NAVD 88 ORTHO HEIGHT -   201.097 (meters)      659.77  (feet) ADJUSTED
 EK0429  ______________________________________________________________________
 EK0429  GEOID HEIGHT    -        -31.729 (meters)                     GEOID18
 EK0429  DYNAMIC HEIGHT  -        200.882 (meters)      659.06  (feet) COMP
 EK0429  MODELED GRAVITY -    979,560.7   (mgal)                       NAVD 88
 EK0429
 EK0429  VERT ORDER      -  SECOND    CLASS 0
 EK0429
 EK0429.The horizontal coordinates were scaled from a map and have
 EK0429.an estimated accuracy of +/- 6 seconds.
 EK0429
 EK0429.The orthometric height was determined by differential leveling and
 EK0429.adjusted by the NATIONAL GEODETIC SURVEY
 EK0429.in June 1991.
 EK0429
 EK0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0429.GEOID18 height accuracy estimate available here.
 EK0429
 EK0429.Click photographs - Photos may exist for this station.
 EK0429
 EK0429.The dynamic height is computed by dividing the NAVD 88
 EK0429.geopotential number by the normal gravity value computed on the
 EK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0429.degrees latitude (g = 980.6199 gals.).
 EK0429
 EK0429.The modeled gravity was interpolated from observed gravity values.
 EK0429
 EK0429;                    North         East    Units  Estimated Accuracy
 EK0429;SPC OK S     -   152,070.      866,300.      MT  (+/- 180 meters Scaled)
 EK0429
 EK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU081384(NAD 83)
 EK0429
 EK0429                          SUPERSEDED SURVEY CONTROL
 EK0429
 EK0429  NGVD 29 (??/??/92)  200.990  (m)          659.41   (f) ADJ UNCH    2 0
 EK0429
 EK0429.Superseded values are not recommended for survey control.
 EK0429
 EK0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0429.See file dsdata.pdf to determine how the superseded data were derived.
 EK0429
 EK0429_MARKER: DB = BENCH MARK DISK
 EK0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0429_STAMPING: N 66 1934
 EK0429_MARK LOGO: CGS
 EK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0429+STABILITY: SURFACE MOTION
 EK0429
 EK0429  HISTORY     - Date     Condition        Report By
 EK0429  HISTORY     - 1934     MONUMENTED       CGS
 EK0429
 EK0429                          STATION DESCRIPTION
 EK0429
 EK0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0429'AT ALBION.
 EK0429'AT THE EAST EDGE OF ALBION, PUSMATAHA COUNTY, ON THE ST. LOUIS-SAN
 EK0429'FRANCISCO RAILWAY, ABOUT 2 POLES NORTH OF THE FIFTH POLE WEST OF
 EK0429'MILEPOST 490, ABOUT 50 FEET NORTHWEST OF A SWITCH STAND, AND 40
 EK0429'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED N 66 1934 AND
 EK0429'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0341 ***********************************************************************
 FH0341  DESIGNATION -  N 67
 FH0341  PID         -  FH0341
 FH0341  STATE/COUNTY-  OK/LE FLORE
 FH0341  COUNTRY     -  US
 FH0341  USGS QUAD   -  POTEAU WEST (2018)
 FH0341
 FH0341                         *CURRENT SURVEY CONTROL
 FH0341  ______________________________________________________________________
 FH0341* NAD 83(1986) POSITION- 35 06 07.     (N) 094 38 04.     (W)   SCALED
 FH0341* NAVD 88 ORTHO HEIGHT -   141.140 (meters)      463.06  (feet) ADJUSTED
 FH0341  ______________________________________________________________________
 FH0341  GEOID HEIGHT    -        -31.207 (meters)                     GEOID18
 FH0341  DYNAMIC HEIGHT  -        140.999 (meters)      462.59  (feet) COMP
 FH0341  MODELED GRAVITY -    979,636.4   (mgal)                       NAVD 88
 FH0341
 FH0341  VERT ORDER      -  SECOND    CLASS 0
 FH0341
 FH0341.The horizontal coordinates were scaled from a map and have
 FH0341.an estimated accuracy of +/- 6 seconds.
 FH0341
 FH0341.The orthometric height was determined by differential leveling and
 FH0341.adjusted by the NATIONAL GEODETIC SURVEY
 FH0341.in June 1991.
 FH0341
 FH0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0341.GEOID18 height accuracy estimate available here.
 FH0341
 FH0341.Click photographs - Photos may exist for this station.
 FH0341
 FH0341.The dynamic height is computed by dividing the NAVD 88
 FH0341.geopotential number by the normal gravity value computed on the
 FH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0341.degrees latitude (g = 980.6199 gals.).
 FH0341
 FH0341.The modeled gravity was interpolated from observed gravity values.
 FH0341
 FH0341;                    North         East    Units  Estimated Accuracy
 FH0341;SPC OK S     -   201,300.      906,790.      MT  (+/- 180 meters Scaled)
 FH0341
 FH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU510855(NAD 83)
 FH0341
 FH0341                          SUPERSEDED SURVEY CONTROL
 FH0341
 FH0341  NGVD 29 (??/??/92)  141.033  (m)          462.71   (f) ADJ UNCH    2 0
 FH0341
 FH0341.Superseded values are not recommended for survey control.
 FH0341
 FH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0341.See file dsdata.pdf to determine how the superseded data were derived.
 FH0341
 FH0341_MARKER: DB = BENCH MARK DISK
 FH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0341_STAMPING: N 67 1934
 FH0341_MARK LOGO: CGS
 FH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0341+STABILITY: SURFACE MOTION
 FH0341
 FH0341  HISTORY     - Date     Condition        Report By
 FH0341  HISTORY     - 1934     MONUMENTED       CGS
 FH0341  HISTORY     - 1959     GOOD             CGS
 FH0341
 FH0341                          STATION DESCRIPTION
 FH0341
 FH0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0341'4.1 MI N FROM POTEAU.
 FH0341'4.1 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM THE
 FH0341'STATION AT POTEAU, LE FLORE COUNTY, NEAR MILEPOST 322, ABOUT
 FH0341'100 FEET NORTH OF THE CROSSING OF U.S. HIGHWAY 270, ABOUT 150
 FH0341'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 50 FEET
 FH0341'WEST OF THE TRACK.  A STANDARD DISK, STAMPED N 67 1934 AND SET
 FH0341'IN THE TOP OF A CONCRETE POST.  THE MARK WAS RECOVERED AT A
 FH0341'ROAD CROSSING, ABOUT 64 FEET EAST OF THE CENTERLINE OF U.S.
 FH0341'HIGHWAY 271, 50 FEET WEST OF THE RAILROAD AND 36 FEET NORTH OF
 FH0341'THE CENTERLINE OF THE EAST-WEST ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0480 ***********************************************************************
 FH0480  DESIGNATION -  N 68
 FH0480  PID         -  FH0480
 FH0480  STATE/COUNTY-  OK/SEQUOYAH
 FH0480  COUNTRY     -  US
 FH0480  USGS QUAD   -  GORE (2019)
 FH0480
 FH0480                         *CURRENT SURVEY CONTROL
 FH0480  ______________________________________________________________________
 FH0480* NAD 83(1986) POSITION- 35 31 43.     (N) 095 07 03.     (W)   SCALED
 FH0480* NAVD 88 ORTHO HEIGHT -   151.766 (meters)      497.92  (feet) ADJUSTED
 FH0480  ______________________________________________________________________
 FH0480  GEOID HEIGHT    -        -29.809 (meters)                     GEOID18
 FH0480  DYNAMIC HEIGHT  -        151.626 (meters)      497.46  (feet) COMP
 FH0480  MODELED GRAVITY -    979,712.3   (mgal)                       NAVD 88
 FH0480
 FH0480  VERT ORDER      -  SECOND    CLASS 0
 FH0480
 FH0480.The horizontal coordinates were scaled from a map and have
 FH0480.an estimated accuracy of +/- 6 seconds.
 FH0480
 FH0480.The orthometric height was determined by differential leveling and
 FH0480.adjusted by the NATIONAL GEODETIC SURVEY
 FH0480.in June 1991.
 FH0480
 FH0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0480.GEOID18 height accuracy estimate available here.
 FH0480
 FH0480.Click photographs - Photos may exist for this station.
 FH0480
 FH0480.The dynamic height is computed by dividing the NAVD 88
 FH0480.geopotential number by the normal gravity value computed on the
 FH0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0480.degrees latitude (g = 980.6199 gals.).
 FH0480
 FH0480.The modeled gravity was interpolated from observed gravity values.
 FH0480
 FH0480;                    North         East    Units  Estimated Accuracy
 FH0480;SPC OK N     -    62,530.      861,400.      MT  (+/- 180 meters Scaled)
 FH0480
 FH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV080337(NAD 83)
 FH0480
 FH0480                          SUPERSEDED SURVEY CONTROL
 FH0480
 FH0480  NGVD 29 (??/??/92)  151.649  (m)          497.54   (f) ADJ UNCH    2 0
 FH0480
 FH0480.Superseded values are not recommended for survey control.
 FH0480
 FH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0480.See file dsdata.pdf to determine how the superseded data were derived.
 FH0480
 FH0480_MARKER: DB = BENCH MARK DISK
 FH0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0480_STAMPING: N 68 1934
 FH0480_MARK LOGO: CGS
 FH0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0480+STABILITY: SURFACE MOTION
 FH0480
 FH0480  HISTORY     - Date     Condition        Report By
 FH0480  HISTORY     - 1934     MONUMENTED       CGS
 FH0480  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0480
 FH0480                          STATION DESCRIPTION
 FH0480
 FH0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0480'AT GORE.
 FH0480'AT GORE MILEPOST 546.16.  AT MISSOURI-PACIFIC RAILWAY CROSSING
 FH0480'WEST OF THE DEPOT.  WHERE U.S. HIGHWAY 64 CROSSES THE TRACK.
 FH0480'50 FEET NORTH OF THE MAIN TRACK, 35 FEET EAST OF THE CENTERLINE
 FH0480'OF THE CROSSING.
 FH0480
 FH0480                          STATION RECOVERY (1974)
 FH0480
 FH0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0196 ***********************************************************************
 GG0196  DESIGNATION -  N 69
 GG0196  PID         -  GG0196
 GG0196  STATE/COUNTY-  OK/ADAIR
 GG0196  COUNTRY     -  US
 GG0196  USGS QUAD   -  WATTS (2019)
 GG0196
 GG0196                         *CURRENT SURVEY CONTROL
 GG0196  ______________________________________________________________________
 GG0196* NAD 83(1986) POSITION- 36 03 27.     (N) 094 34 47.     (W)   SCALED
 GG0196* NAVD 88 ORTHO HEIGHT -   320.721 (meters)     1052.23  (feet) ADJUSTED
 GG0196  ______________________________________________________________________
 GG0196  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 GG0196  DYNAMIC HEIGHT  -        320.436 (meters)     1051.30  (feet) COMP
 GG0196  MODELED GRAVITY -    979,734.7   (mgal)                       NAVD 88
 GG0196
 GG0196  VERT ORDER      -  SECOND    CLASS 0
 GG0196
 GG0196.The horizontal coordinates were scaled from a map and have
 GG0196.an estimated accuracy of +/- 6 seconds.
 GG0196
 GG0196.The orthometric height was determined by differential leveling and
 GG0196.adjusted by the NATIONAL GEODETIC SURVEY
 GG0196.in June 1991.
 GG0196
 GG0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0196.GEOID18 height accuracy estimate available here.
 GG0196
 GG0196.Click photographs - Photos may exist for this station.
 GG0196
 GG0196.The dynamic height is computed by dividing the NAVD 88
 GG0196.geopotential number by the normal gravity value computed on the
 GG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0196.degrees latitude (g = 980.6199 gals.).
 GG0196
 GG0196.The modeled gravity was interpolated from observed gravity values.
 GG0196
 GG0196;                    North         East    Units  Estimated Accuracy
 GG0196;SPC OK N     -   122,760.      908,080.      MT  (+/- 180 meters Scaled)
 GG0196
 GG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV577914(NAD 83)
 GG0196
 GG0196                          SUPERSEDED SURVEY CONTROL
 GG0196
 GG0196  NGVD 29 (??/??/92)  320.574  (m)         1051.75   (f) ADJ UNCH    2 0
 GG0196
 GG0196.Superseded values are not recommended for survey control.
 GG0196
 GG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0196.See file dsdata.pdf to determine how the superseded data were derived.
 GG0196
 GG0196_MARKER: DB = BENCH MARK DISK
 GG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0196_STAMPING: N 69 1934
 GG0196_MARK LOGO: CGS
 GG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0196+STABILITY: SURFACE MOTION
 GG0196
 GG0196  HISTORY     - Date     Condition        Report By
 GG0196  HISTORY     - 1934     MONUMENTED       CGS
 GG0196  HISTORY     - 1960     GOOD             CGS
 GG0196
 GG0196                          STATION DESCRIPTION
 GG0196
 GG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0196'3.9 MI S FROM WATTS.
 GG0196'THIS MARK WAS RECOVERED AT A ROAD CROSSING JUST EAST OF U.S.
 GG0196'HIGHWAY 59, NORTHEAST ALONG THE HIGHWAY FROM A ROCK HOUSE, 50
 GG0196'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 40 FEET WEST OF
 GG0196'THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0051 ***********************************************************************
 FJ0051  DESIGNATION -  N 7
 FJ0051  PID         -  FJ0051
 FJ0051  STATE/COUNTY-  OK/OKFUSKEE
 FJ0051  COUNTRY     -  US
 FJ0051  USGS QUAD   -  OKEMAH (2018)
 FJ0051
 FJ0051                         *CURRENT SURVEY CONTROL
 FJ0051  ______________________________________________________________________
 FJ0051* NAD 83(1986) POSITION- 35 27 41.     (N) 096 22 12.     (W)   SCALED
 FJ0051* NAVD 88 ORTHO HEIGHT -   284.343 (meters)      932.88  (feet) ADJUSTED
 FJ0051  ______________________________________________________________________
 FJ0051  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 FJ0051  DYNAMIC HEIGHT  -        284.074 (meters)      932.00  (feet) COMP
 FJ0051  MODELED GRAVITY -    979,679.5   (mgal)                       NAVD 88
 FJ0051
 FJ0051  VERT ORDER      -  FIRST     CLASS II
 FJ0051
 FJ0051.The horizontal coordinates were scaled from a map and have
 FJ0051.an estimated accuracy of +/- 6 seconds.
 FJ0051
 FJ0051.The orthometric height was determined by differential leveling and
 FJ0051.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0051.in June 1991.
 FJ0051
 FJ0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0051.GEOID18 height accuracy estimate available here.
 FJ0051
 FJ0051.Click photographs - Photos may exist for this station.
 FJ0051
 FJ0051.The dynamic height is computed by dividing the NAVD 88
 FJ0051.geopotential number by the normal gravity value computed on the
 FJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0051.degrees latitude (g = 980.6199 gals.).
 FJ0051
 FJ0051.The modeled gravity was interpolated from observed gravity values.
 FJ0051
 FJ0051;                    North         East    Units  Estimated Accuracy
 FJ0051;SPC OK N     -    52,440.      747,960.      MT  (+/- 180 meters Scaled)
 FJ0051
 FJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE386273(NAD 83)
 FJ0051
 FJ0051                          SUPERSEDED SURVEY CONTROL
 FJ0051
 FJ0051  NGVD 29 (??/??/92)  284.213  (m)          932.46   (f) ADJ UNCH    1 2
 FJ0051
 FJ0051.Superseded values are not recommended for survey control.
 FJ0051
 FJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0051.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0051
 FJ0051_MARKER: DB = BENCH MARK DISK
 FJ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0051_STAMPING: 932.455 N 7 1933
 FJ0051_MARK LOGO: CGS
 FJ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0051+STABILITY: SURFACE MOTION
 FJ0051
 FJ0051  HISTORY     - Date     Condition        Report By
 FJ0051  HISTORY     - 1933     MONUMENTED       CGS
 FJ0051  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0051
 FJ0051                          STATION DESCRIPTION
 FJ0051
 FJ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0051'1.3 MI E FROM CASTLE.
 FJ0051'1.3 MILES EAST 43 FT. SOUTH OF CENTER LINE OF F. S. AND W. R. R.
 FJ0051'AT MILE POST 137 PLUS 3 POLES.  2 1/2 FT. NORTH OF FENCE, 53
 FJ0051'FT. EAST OF FENCE CORNER.  32 FT. EAST OF GAS LINE, 72 FT. EAST
 FJ0051'OF CENTER LINE OF DIRT ROAD.
 FJ0051
 FJ0051                          STATION RECOVERY (1984)
 FJ0051
 FJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0051'NOT RECOVERED, POSSIBLY COVERED OVER WITH OLD JUNK AND FARM EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0228 ***********************************************************************
 GG0228  DESIGNATION -  N 70
 GG0228  PID         -  GG0228
 GG0228  STATE/COUNTY-  OK/DELAWARE
 GG0228  COUNTRY     -  US
 GG0228  USGS QUAD   -  DODGE (2018)
 GG0228
 GG0228                         *CURRENT SURVEY CONTROL
 GG0228  ______________________________________________________________________
 GG0228* NAD 83(1986) POSITION- 36 35 25.     (N) 094 44 15.     (W)   SCALED
 GG0228* NAVD 88 ORTHO HEIGHT -   250.201 (meters)      820.87  (feet) ADJUSTED
 GG0228  ______________________________________________________________________
 GG0228  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 GG0228  DYNAMIC HEIGHT  -        249.992 (meters)      820.18  (feet) COMP
 GG0228  MODELED GRAVITY -    979,790.9   (mgal)                       NAVD 88
 GG0228
 GG0228  VERT ORDER      -  SECOND    CLASS 0
 GG0228
 GG0228.The horizontal coordinates were scaled from a map and have
 GG0228.an estimated accuracy of +/- 6 seconds.
 GG0228
 GG0228.The orthometric height was determined by differential leveling and
 GG0228.adjusted by the NATIONAL GEODETIC SURVEY
 GG0228.in June 1991.
 GG0228
 GG0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0228.GEOID18 height accuracy estimate available here.
 GG0228
 GG0228.Click photographs - Photos may exist for this station.
 GG0228
 GG0228.The dynamic height is computed by dividing the NAVD 88
 GG0228.geopotential number by the normal gravity value computed on the
 GG0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0228.degrees latitude (g = 980.6199 gals.).
 GG0228
 GG0228.The modeled gravity was interpolated from observed gravity values.
 GG0228
 GG0228;                    North         East    Units  Estimated Accuracy
 GG0228;SPC OK N     -   181,350.      891,890.      MT  (+/- 180 meters Scaled)
 GG0228
 GG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA445508(NAD 83)
 GG0228
 GG0228                          SUPERSEDED SURVEY CONTROL
 GG0228
 GG0228  NGVD 29 (??/??/92)  250.103  (m)          820.55   (f) ADJ UNCH    2 0
 GG0228
 GG0228.Superseded values are not recommended for survey control.
 GG0228
 GG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0228.See file dsdata.pdf to determine how the superseded data were derived.
 GG0228
 GG0228_MARKER: DB = BENCH MARK DISK
 GG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0228_STAMPING: N 70 1934
 GG0228_MARK LOGO: CGS
 GG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0228+STABILITY: SURFACE MOTION
 GG0228
 GG0228  HISTORY     - Date     Condition        Report By
 GG0228  HISTORY     - 1934     MONUMENTED       CGS
 GG0228
 GG0228                          STATION DESCRIPTION
 GG0228
 GG0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0228'1.8 MI E FROM GROVE.
 GG0228'1.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0228'THE STATION AT GROVE, DELAWARE COUNTY, ONE POLE WEST OF THE
 GG0228'FIFTH POLE WEST OF MILEPOST 377, 1000 FEET SOUTH OF A FARMHOUSE,
 GG0228'AT A ROAD CROSSING, 25 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GG0228'AND 20 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED N
 GG0228'70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0760 ***********************************************************************
 GK0760  DESIGNATION -  N 72
 GK0760  PID         -  GK0760
 GK0760  STATE/COUNTY-  OK/TEXAS
 GK0760  COUNTRY     -  US
 GK0760  USGS QUAD   -  EVA SE (2018)
 GK0760
 GK0760                         *CURRENT SURVEY CONTROL
 GK0760  ______________________________________________________________________
 GK0760* NAD 83(1986) POSITION- 36 45 43.     (N) 101 46 50.     (W)   SCALED
 GK0760* NAVD 88 ORTHO HEIGHT -  1043.661 (meters)     3424.08  (feet) ADJUSTED
 GK0760  ______________________________________________________________________
 GK0760  GEOID HEIGHT    -        -25.610 (meters)                     GEOID18
 GK0760  DYNAMIC HEIGHT  -       1042.576 (meters)     3420.52  (feet) COMP
 GK0760  MODELED GRAVITY -    979,556.0   (mgal)                       NAVD 88
 GK0760
 GK0760  VERT ORDER      -  SECOND    CLASS 0
 GK0760
 GK0760.The horizontal coordinates were scaled from a map and have
 GK0760.an estimated accuracy of +/- 6 seconds.
 GK0760
 GK0760.The orthometric height was determined by differential leveling and
 GK0760.adjusted by the NATIONAL GEODETIC SURVEY
 GK0760.in June 1991.
 GK0760
 GK0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0760.GEOID18 height accuracy estimate available here.
 GK0760
 GK0760.Click photographs - Photos may exist for this station.
 GK0760
 GK0760.The dynamic height is computed by dividing the NAVD 88
 GK0760.geopotential number by the normal gravity value computed on the
 GK0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0760.degrees latitude (g = 980.6199 gals.).
 GK0760
 GK0760.The modeled gravity was interpolated from observed gravity values.
 GK0760
 GK0760;                    North         East    Units  Estimated Accuracy
 GK0760;SPC OK N     -   202,070.      262,530.      MT  (+/- 180 meters Scaled)
 GK0760
 GK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF518720(NAD 83)
 GK0760
 GK0760                          SUPERSEDED SURVEY CONTROL
 GK0760
 GK0760  NGVD 29 (??/??/92) 1043.201  (m)         3422.57   (f) ADJ UNCH    2 0
 GK0760
 GK0760.Superseded values are not recommended for survey control.
 GK0760
 GK0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0760.See file dsdata.pdf to determine how the superseded data were derived.
 GK0760
 GK0760_MARKER: DB = BENCH MARK DISK
 GK0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0760_STAMPING: N 72 1935
 GK0760_MARK LOGO: CGS
 GK0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0760+STABILITY: SURFACE MOTION
 GK0760
 GK0760  HISTORY     - Date     Condition        Report By
 GK0760  HISTORY     - 1935     MONUMENTED       CGS
 GK0760  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0760
 GK0760                          STATION DESCRIPTION
 GK0760
 GK0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0760'21.1 MI W FROM GUYMON.
 GK0760'21.1 MI. W. OF ALONG U.S. HWY. NO. 64 AT A SCHOOL HOUSE, AT A CROSS
 GK0760'ROAD, 155 FT N.W. OF THE N.W. CORNER OF THE SCHOOL HOUSE, 50 FT.N. OF
 GK0760'THE CENTER LINE OF THE HWY., AND 2 FT. W. OF A TELEPHONE POLE.
 GK0760
 GK0760                          STATION RECOVERY (1973)
 GK0760
 GK0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0760'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0329 ***********************************************************************
 GL0329  DESIGNATION -  N 73
 GL0329  PID         -  GL0329
 GL0329  STATE/COUNTY-  OK/CIMARRON
 GL0329  COUNTRY     -  US
 GL0329  USGS QUAD   -  BOISE CITY NW (2018)
 GL0329
 GL0329                         *CURRENT SURVEY CONTROL
 GL0329  ______________________________________________________________________
 GL0329* NAD 83(1986) POSITION- 36 44 00.4    (N) 102 37 29.4    (W)   HD_HELD2
 GL0329* NAVD 88 ORTHO HEIGHT -  1297.129 (meters)     4255.66  (feet) ADJUSTED
 GL0329  ______________________________________________________________________
 GL0329  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 GL0329  DYNAMIC HEIGHT  -       1295.695 (meters)     4250.96  (feet) COMP
 GL0329  MODELED GRAVITY -    979,480.4   (mgal)                       NAVD 88
 GL0329
 GL0329  VERT ORDER      -  SECOND    CLASS 0
 GL0329
 GL0329.The horizontal coordinates were established by autonomous hand held GPS
 GL0329.observations and have an estimated accuracy of +/- 10 meters.
 GL0329
 GL0329.The orthometric height was determined by differential leveling and
 GL0329.adjusted by the NATIONAL GEODETIC SURVEY
 GL0329.in June 1991.
 GL0329
 GL0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0329.GEOID18 height accuracy estimate available here.
 GL0329
 GL0329.Click photographs - Photos may exist for this station.
 GL0329
 GL0329.The dynamic height is computed by dividing the NAVD 88
 GL0329.geopotential number by the normal gravity value computed on the
 GL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0329.degrees latitude (g = 980.6199 gals.).
 GL0329
 GL0329.The modeled gravity was interpolated from observed gravity values.
 GL0329
 GL0329;                    North         East    Units  Estimated Accuracy
 GL0329;SPC OK N     -   202,174.      187,062.      MT  (+/- 10 meters HH2 GPS)
 GL0329
 GL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1208567933(NAD 83)
 GL0329
 GL0329                          SUPERSEDED SURVEY CONTROL
 GL0329
 GL0329.No superseded survey control is available for this station.
 GL0329
 GL0329_MARKER: DB = BENCH MARK DISK
 GL0329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0329_SP_SET: CULVERT HEADWALL
 GL0329_STAMPING: N 73 1935
 GL0329_MARK LOGO: CGS
 GL0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0329+STABILITY: SURFACE MOTION
 GL0329
 GL0329  HISTORY     - Date     Condition        Report By
 GL0329  HISTORY     - 1935     MONUMENTED       CGS
 GL0329  HISTORY     - 1941     GOOD             CGS
 GL0329  HISTORY     - 20051008 POOR             INDIV
 GL0329
 GL0329                          STATION DESCRIPTION
 GL0329
 GL0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0329'6.3 MI W FROM BOISE CITY.
 GL0329'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0329'ON U.S. HIGHWAY NO. 64, GO 6.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0329'MARK IS AT A CROSS ROADS, SET HORIZONTALLY IN THE NORTH END OF THE
 GL0329'EAST HEADWALL OF A CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD.  60.0
 GL0329'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 GL0329'HIGHWAY.  13.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 GL0329'DRILL HOLE.  NEAR THE NORTHWEST CORNER OF SECTION 15, T 3 N, R 4 E.
 GL0329
 GL0329                          STATION RECOVERY (2005)
 GL0329
 GL0329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0329'THIS MARK HAS BEEN HIT BY MANY ROAD GRADERS MAKING THE DESIGNATION
 GL0329'ALMOST UNREADABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0759 ***********************************************************************
 GK0759  DESIGNATION -  N 74
 GK0759  PID         -  GK0759
 GK0759  STATE/COUNTY-  OK/TEXAS
 GK0759  COUNTRY     -  US
 GK0759  USGS QUAD   -  EVA SE (2018)
 GK0759
 GK0759                         *CURRENT SURVEY CONTROL
 GK0759  ______________________________________________________________________
 GK0759* NAD 83(1986) POSITION- 36 45 43.     (N) 101 45 51.     (W)   SCALED
 GK0759* NAVD 88 ORTHO HEIGHT -  1033.513 (meters)     3390.78  (feet) ADJUSTED
 GK0759  ______________________________________________________________________
 GK0759  GEOID HEIGHT    -        -25.653 (meters)                     GEOID18
 GK0759  DYNAMIC HEIGHT  -       1032.440 (meters)     3387.26  (feet) COMP
 GK0759  MODELED GRAVITY -    979,557.6   (mgal)                       NAVD 88
 GK0759
 GK0759  VERT ORDER      -  SECOND    CLASS 0
 GK0759
 GK0759.The horizontal coordinates were scaled from a map and have
 GK0759.an estimated accuracy of +/- 6 seconds.
 GK0759
 GK0759.The orthometric height was determined by differential leveling and
 GK0759.adjusted by the NATIONAL GEODETIC SURVEY
 GK0759.in June 1991.
 GK0759
 GK0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0759.GEOID18 height accuracy estimate available here.
 GK0759
 GK0759.Click photographs - Photos may exist for this station.
 GK0759
 GK0759.The dynamic height is computed by dividing the NAVD 88
 GK0759.geopotential number by the normal gravity value computed on the
 GK0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0759.degrees latitude (g = 980.6199 gals.).
 GK0759
 GK0759.The modeled gravity was interpolated from observed gravity values.
 GK0759
 GK0759;                    North         East    Units  Estimated Accuracy
 GK0759;SPC OK N     -   202,010.      263,990.      MT  (+/- 180 meters Scaled)
 GK0759
 GK0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF532720(NAD 83)
 GK0759
 GK0759                          SUPERSEDED SURVEY CONTROL
 GK0759
 GK0759  NGVD 29 (??/??/92) 1033.057  (m)         3389.29   (f) ADJ UNCH    2 0
 GK0759
 GK0759.Superseded values are not recommended for survey control.
 GK0759
 GK0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0759.See file dsdata.pdf to determine how the superseded data were derived.
 GK0759
 GK0759_MARKER: DB = BENCH MARK DISK
 GK0759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0759_SP_SET: BOX CULVERT HEADWALL
 GK0759_STAMPING: N 74 1935
 GK0759_MARK LOGO: CGS
 GK0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0759+STABILITY: SURFACE MOTION
 GK0759
 GK0759  HISTORY     - Date     Condition        Report By
 GK0759  HISTORY     - 1935     MONUMENTED       CGS
 GK0759
 GK0759                          STATION DESCRIPTION
 GK0759
 GK0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0759'20.1 MI W FROM GUYMON.
 GK0759'20.1 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 0.1 MI. W. OF A CROSS
 GK0759'ROAD, ON THE S. CURB OF A CONCRETE BOX CULVERT, AND 18 1/2 FT. S. OF
 GK0759'THE CENTER LINE OF THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0279 ***********************************************************************
 FH0279  DESIGNATION -  N 76
 FH0279  PID         -  FH0279
 FH0279  STATE/COUNTY-  OK/SEQUOYAH
 FH0279  COUNTRY     -  US
 FH0279  USGS QUAD   -  SALLISAW (2019)
 FH0279
 FH0279                         *CURRENT SURVEY CONTROL
 FH0279  ______________________________________________________________________
 FH0279* NAD 83(1986) POSITION- 35 27 59.     (N) 094 51 08.     (W)   SCALED
 FH0279* NAVD 88 ORTHO HEIGHT -   152.530 (meters)      500.43  (feet) ADJUSTED
 FH0279  ______________________________________________________________________
 FH0279  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 FH0279  DYNAMIC HEIGHT  -        152.388 (meters)      499.96  (feet) COMP
 FH0279  MODELED GRAVITY -    979,700.2   (mgal)                       NAVD 88
 FH0279
 FH0279  VERT ORDER      -  SECOND    CLASS 0
 FH0279
 FH0279.The horizontal coordinates were scaled from a map and have
 FH0279.an estimated accuracy of +/- 6 seconds.
 FH0279
 FH0279.The orthometric height was determined by differential leveling and
 FH0279.adjusted by the NATIONAL GEODETIC SURVEY
 FH0279.in June 1991.
 FH0279
 FH0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0279.GEOID18 height accuracy estimate available here.
 FH0279
 FH0279.Click photographs - Photos may exist for this station.
 FH0279
 FH0279.The dynamic height is computed by dividing the NAVD 88
 FH0279.geopotential number by the normal gravity value computed on the
 FH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0279.degrees latitude (g = 980.6199 gals.).
 FH0279
 FH0279.The modeled gravity was interpolated from observed gravity values.
 FH0279
 FH0279;                    North         East    Units  Estimated Accuracy
 FH0279;SPC OK N     -    56,380.      885,670.      MT  (+/- 180 meters Scaled)
 FH0279
 FH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV319263(NAD 83)
 FH0279
 FH0279                          SUPERSEDED SURVEY CONTROL
 FH0279
 FH0279  NGVD 29 (??/??/92)  152.425  (m)          500.08   (f) ADJ UNCH    2 0
 FH0279
 FH0279.Superseded values are not recommended for survey control.
 FH0279
 FH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0279.See file dsdata.pdf to determine how the superseded data were derived.
 FH0279
 FH0279_MARKER: DB = BENCH MARK DISK
 FH0279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0279_SP_SET: CULVERT HEADWALL
 FH0279_STAMPING: N 76 1940
 FH0279_MARK LOGO: CGS
 FH0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0279+STABILITY: SURFACE MOTION
 FH0279
 FH0279  HISTORY     - Date     Condition        Report By
 FH0279  HISTORY     - 1940     MONUMENTED       CGS
 FH0279  HISTORY     - 1959     GOOD             CGS
 FH0279  HISTORY     - 1984     GOOD             NGS
 FH0279
 FH0279                          STATION DESCRIPTION
 FH0279
 FH0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0279'3.6 MI W FROM SALLISAW.
 FH0279'3.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 FH0279'POST OFFICE IN SALLISAW.  BENCH MARK IS 780 FEET WEST OF THE
 FH0279'INTERSECTION OF ROAD AND RAILROAD, 65 FEET WEST OF TELEGRAPH
 FH0279'POST NO. 529-10, 13.4 FEET SOUTH OF CENTER LINE OF THE TRACK,
 FH0279'SET HORIZONTALLY IN CONCRETE HEADWALL OF A DOUBLE RAILROAD
 FH0279'CULVERT, 0.5 FOOT WEST OF EAST END OF CULVERT, DISK SET FLUSH.
 FH0279
 FH0279                          STATION RECOVERY (1959)
 FH0279
 FH0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0279'RECOVERED IN GOOD CONDITION.
 FH0279
 FH0279                          STATION RECOVERY (1984)
 FH0279
 FH0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0279'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO THIS SURVEY, OFF MAIN
 FH0279'LEVEL LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0330 ***********************************************************************
 FH0330  DESIGNATION -  N 77
 FH0330  PID         -  FH0330
 FH0330  STATE/COUNTY-  OK/SEQUOYAH
 FH0330  COUNTRY     -  US
 FH0330  USGS QUAD   -  MULDROW SW (2018)
 FH0330
 FH0330                         *CURRENT SURVEY CONTROL
 FH0330  ______________________________________________________________________
 FH0330* NAD 83(1986) POSITION- 35 20 49.     (N) 094 38 49.     (W)   SCALED
 FH0330* NAVD 88 ORTHO HEIGHT -   145.064 (meters)      475.93  (feet) ADJUSTED
 FH0330  ______________________________________________________________________
 FH0330  GEOID HEIGHT    -        -30.411 (meters)                     GEOID18
 FH0330  DYNAMIC HEIGHT  -        144.926 (meters)      475.48  (feet) COMP
 FH0330  MODELED GRAVITY -    979,682.5   (mgal)                       NAVD 88
 FH0330
 FH0330  VERT ORDER      -  SECOND    CLASS 0
 FH0330
 FH0330.The horizontal coordinates were scaled from a map and have
 FH0330.an estimated accuracy of +/- 6 seconds.
 FH0330
 FH0330.The orthometric height was determined by differential leveling and
 FH0330.adjusted by the NATIONAL GEODETIC SURVEY
 FH0330.in June 1991.
 FH0330
 FH0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0330.GEOID18 height accuracy estimate available here.
 FH0330
 FH0330.Click photographs - Photos may exist for this station.
 FH0330
 FH0330.The dynamic height is computed by dividing the NAVD 88
 FH0330.geopotential number by the normal gravity value computed on the
 FH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0330.degrees latitude (g = 980.6199 gals.).
 FH0330
 FH0330.The modeled gravity was interpolated from observed gravity values.
 FH0330
 FH0330;                    North         East    Units  Estimated Accuracy
 FH0330;SPC OK N     -    43,760.      904,750.      MT  (+/- 180 meters Scaled)
 FH0330
 FH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV503127(NAD 83)
 FH0330
 FH0330                          SUPERSEDED SURVEY CONTROL
 FH0330
 FH0330  NGVD 29 (??/??/92)  144.980  (m)          475.66   (f) ADJ UNCH    2 0
 FH0330
 FH0330.Superseded values are not recommended for survey control.
 FH0330
 FH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0330.See file dsdata.pdf to determine how the superseded data were derived.
 FH0330
 FH0330_MARKER: DB = BENCH MARK DISK
 FH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0330_STAMPING: N 77 1940
 FH0330_MARK LOGO: CGS
 FH0330_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0330+STABILITY: SURFACE MOTION
 FH0330
 FH0330  HISTORY     - Date     Condition        Report By
 FH0330  HISTORY     - 1940     MONUMENTED       CGS
 FH0330  HISTORY     - 1959     GOOD             CGS
 FH0330
 FH0330                          STATION DESCRIPTION
 FH0330
 FH0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0330'3.6 MI NW FROM REDLAND.
 FH0330'3.6 MILES NORTHWEST OF KANSAS CITY SOUTHERN RR STATION IN
 FH0330'REDLAND.  BENCH MARK IS ALONG KANSAS CITY SOUTHERN RR, AT
 FH0330'INTERSECTION OF GRADED DIRT ROAD AND RAILROAD, 0.1 MILE SOUTHEAST
 FH0330'OF MILE POST NO. 303, 75 FEET NORTH OF CENTER LINE OF GRADED
 FH0330'DIRT ROAD, 78 FEET NORTHEAST OF CENTER LINE OF TRACK, 1 FOOT
 FH0330'WEST OF RIGHT-OF-WAY FENCE, 3.3 FEET NORTHWEST OF 4X4 INCH WOOD
 FH0330'POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS
 FH0330'0.8 FOOT.
 FH0330
 FH0330                          STATION RECOVERY (1959)
 FH0330
 FH0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0588 ***********************************************************************
 FH0588  DESIGNATION -  N 78
 FH0588  PID         -  FH0588
 FH0588  STATE/COUNTY-  OK/MUSKOGEE
 FH0588  COUNTRY     -  US
 FH0588  USGS QUAD   -  STIGLER WEST (2018)
 FH0588
 FH0588                         *CURRENT SURVEY CONTROL
 FH0588  ______________________________________________________________________
 FH0588* NAD 83(1986) POSITION- 35 19 33.     (N) 095 12 11.     (W)   SCALED
 FH0588* NAVD 88 ORTHO HEIGHT -   173.643 (meters)      569.69  (feet) ADJUSTED
 FH0588  ______________________________________________________________________
 FH0588  GEOID HEIGHT    -        -30.355 (meters)                     GEOID18
 FH0588  DYNAMIC HEIGHT  -        173.477 (meters)      569.15  (feet) COMP
 FH0588  MODELED GRAVITY -    979,677.2   (mgal)                       NAVD 88
 FH0588
 FH0588  VERT ORDER      -  SECOND    CLASS 0
 FH0588
 FH0588.The horizontal coordinates were scaled from a map and have
 FH0588.an estimated accuracy of +/- 6 seconds.
 FH0588
 FH0588.The orthometric height was determined by differential leveling and
 FH0588.adjusted by the NATIONAL GEODETIC SURVEY
 FH0588.in June 1991.
 FH0588
 FH0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0588.GEOID18 height accuracy estimate available here.
 FH0588
 FH0588.Click photographs - Photos may exist for this station.
 FH0588
 FH0588.The dynamic height is computed by dividing the NAVD 88
 FH0588.geopotential number by the normal gravity value computed on the
 FH0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0588.degrees latitude (g = 980.6199 gals.).
 FH0588
 FH0588.The modeled gravity was interpolated from observed gravity values.
 FH0588
 FH0588;                    North         East    Units  Estimated Accuracy
 FH0588;SPC OK N     -    39,820.      854,290.      MT  (+/- 180 meters Scaled)
 FH0588
 FH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV997114(NAD 83)
 FH0588
 FH0588                          SUPERSEDED SURVEY CONTROL
 FH0588
 FH0588  NGVD 29 (??/??/92)  173.536  (m)          569.34   (f) ADJ UNCH    2 0
 FH0588
 FH0588.Superseded values are not recommended for survey control.
 FH0588
 FH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0588.See file dsdata.pdf to determine how the superseded data were derived.
 FH0588
 FH0588_MARKER: DB = BENCH MARK DISK
 FH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0588_STAMPING: N 78 1940
 FH0588_MARK LOGO: CGS
 FH0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0588+STABILITY: SURFACE MOTION
 FH0588
 FH0588  HISTORY     - Date     Condition        Report By
 FH0588  HISTORY     - 1940     MONUMENTED       CGS
 FH0588  HISTORY     - 1960     GOOD             CGS
 FH0588
 FH0588                          STATION DESCRIPTION
 FH0588
 FH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0588'4.1 MI NE FROM BRIARTOWN.
 FH0588'THE NO WATER SCHOOL HAS BEEN REMOVED AND MARK WAS RECOVERED NEAR
 FH0588'THE NORTHEAST CORNER OF THE OLD SCHOOL YARD.  TO REACH THE MARK
 FH0588'FROM BRIARTOWN, GO NORTH FOR ABOUT 2.5 MILES TO CROSSROADS,
 FH0588'THENCE EAST, SOUTHEAST AND EAST FOR ABOUT 2.25 MILES TO CROSSROADS
 FH0588'AND MARK ON RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0728 ***********************************************************************
 FH0728  DESIGNATION -  N 79
 FH0728  PID         -  FH0728
 FH0728  STATE/COUNTY-  OK/WAGONER
 FH0728  COUNTRY     -  US
 FH0728  USGS QUAD   -  COWETA (2018)
 FH0728
 FH0728                         *CURRENT SURVEY CONTROL
 FH0728  ______________________________________________________________________
 FH0728* NAD 83(1986) POSITION- 35 57 06.     (N) 095 38 07.     (W)   SCALED
 FH0728* NAVD 88 ORTHO HEIGHT -   216.672 (meters)      710.86  (feet) ADJUSTED
 FH0728  ______________________________________________________________________
 FH0728  GEOID HEIGHT    -        -29.268 (meters)                     GEOID18
 FH0728  DYNAMIC HEIGHT  -        216.479 (meters)      710.23  (feet) COMP
 FH0728  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 FH0728
 FH0728  VERT ORDER      -  SECOND    CLASS 0
 FH0728
 FH0728.The horizontal coordinates were scaled from a map and have
 FH0728.an estimated accuracy of +/- 6 seconds.
 FH0728
 FH0728.The orthometric height was determined by differential leveling and
 FH0728.adjusted by the NATIONAL GEODETIC SURVEY
 FH0728.in June 1991.
 FH0728
 FH0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0728.GEOID18 height accuracy estimate available here.
 FH0728
 FH0728.Click photographs - Photos may exist for this station.
 FH0728
 FH0728.The dynamic height is computed by dividing the NAVD 88
 FH0728.geopotential number by the normal gravity value computed on the
 FH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0728.degrees latitude (g = 980.6199 gals.).
 FH0728
 FH0728.The modeled gravity was interpolated from observed gravity values.
 FH0728
 FH0728;                    North         East    Units  Estimated Accuracy
 FH0728;SPC OK N     -   108,190.      813,310.      MT  (+/- 180 meters Scaled)
 FH0728
 FH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV623817(NAD 83)
 FH0728
 FH0728                          SUPERSEDED SURVEY CONTROL
 FH0728
 FH0728  NGVD 29 (??/??/92)  216.555  (m)          710.48   (f) ADJ UNCH    2 0
 FH0728
 FH0728.Superseded values are not recommended for survey control.
 FH0728
 FH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0728.See file dsdata.pdf to determine how the superseded data were derived.
 FH0728
 FH0728_MARKER: DB = BENCH MARK DISK
 FH0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0728_STAMPING: N 79 1940
 FH0728_MARK LOGO: CGS
 FH0728_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0728+STABILITY: SURFACE MOTION
 FH0728
 FH0728  HISTORY     - Date     Condition        Report By
 FH0728  HISTORY     - 1940     MONUMENTED       CGS
 FH0728
 FH0728                          STATION DESCRIPTION
 FH0728
 FH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0728'0.7 MI E FROM COWETA.
 FH0728'TO REACH FROM THE COWETA CITY WATER TANK, PROCEED EASTERLY
 FH0728'ON STATE HIGHWAY NO. 51, GO 0.7 MILE.  BENCH MARK IS 95 FEET
 FH0728'NORTHEAST OF CENTER LINE OF INTERSECTION OF CROSSROADS, 35 FEET
 FH0728'NORTH OF CENTER LINE OF HIGHWAY, 2 FEET ABOVE LEVEL OF THE
 FH0728'HIGHWAY, 2 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FH0728'PROJECTING 2 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0199 ***********************************************************************
 FJ0199  DESIGNATION -  N 8
 FJ0199  PID         -  FJ0199
 FJ0199  STATE/COUNTY-  OK/LINCOLN
 FJ0199  COUNTRY     -  US
 FJ0199  USGS QUAD   -  CHANDLER (2018)
 FJ0199
 FJ0199                         *CURRENT SURVEY CONTROL
 FJ0199  ______________________________________________________________________
 FJ0199* NAD 83(1986) POSITION- 35 40 46.     (N) 096 57 45.     (W)   SCALED
 FJ0199* NAVD 88 ORTHO HEIGHT -   251.651 (meters)      825.63  (feet) ADJUSTED
 FJ0199  ______________________________________________________________________
 FJ0199  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 FJ0199  DYNAMIC HEIGHT  -        251.416 (meters)      824.85  (feet) COMP
 FJ0199  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 FJ0199
 FJ0199  VERT ORDER      -  FIRST     CLASS II
 FJ0199
 FJ0199.The horizontal coordinates were scaled from a map and have
 FJ0199.an estimated accuracy of +/- 6 seconds.
 FJ0199
 FJ0199.The orthometric height was determined by differential leveling and
 FJ0199.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0199.in August 1994.
 FJ0199
 FJ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0199.GEOID18 height accuracy estimate available here.
 FJ0199
 FJ0199.Click photographs - Photos may exist for this station.
 FJ0199
 FJ0199.The dynamic height is computed by dividing the NAVD 88
 FJ0199.geopotential number by the normal gravity value computed on the
 FJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0199.degrees latitude (g = 980.6199 gals.).
 FJ0199
 FJ0199.The modeled gravity was interpolated from observed gravity values.
 FJ0199
 FJ0199;                    North         East    Units  Estimated Accuracy
 FJ0199;SPC OK N     -    75,890.      693,920.      MT  (+/- 180 meters Scaled)
 FJ0199
 FJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE843503(NAD 83)
 FJ0199
 FJ0199                          SUPERSEDED SURVEY CONTROL
 FJ0199
 FJ0199  NAVD 88 (06/15/91)  251.664  (m)          825.67   (f) SUPERSEDED  1 2
 FJ0199  NGVD 29 (??/??/92)  251.571  (m)          825.36   (f) ADJ UNCH    1 2
 FJ0199
 FJ0199.Superseded values are not recommended for survey control.
 FJ0199
 FJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0199.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0199
 FJ0199_MARKER: DB = BENCH MARK DISK
 FJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0199_STAMPING: N 8 1933
 FJ0199_MARK LOGO: CGS
 FJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0199+STABILITY: SURFACE MOTION
 FJ0199
 FJ0199  HISTORY     - Date     Condition        Report By
 FJ0199  HISTORY     - 1933     MONUMENTED       CGS
 FJ0199  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0199
 FJ0199                          STATION DESCRIPTION
 FJ0199
 FJ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0199'3 MI SE FROM WARWICK.
 FJ0199'3 MILES SE OF WARWICK ON FT. S. AND W. R.R. AT MP 183/04 1/2.
 FJ0199'20 FEET N. OF TRACK AND 210 FEET E. OF CROSS-ROAD.  MARK IS
 FJ0199'STAMPED N 8 1933.
 FJ0199
 FJ0199                          STATION RECOVERY (1973)
 FJ0199
 FJ0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0351 ***********************************************************************
 FJ0351  DESIGNATION -  N 80
 FJ0351  PID         -  FJ0351
 FJ0351  STATE/COUNTY-  OK/OKLAHOMA
 FJ0351  COUNTRY     -  US
 FJ0351  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0351
 FJ0351                         *CURRENT SURVEY CONTROL
 FJ0351  ______________________________________________________________________
 FJ0351* NAD 83(1986) POSITION- 35 23 31.     (N) 097 30 23.     (W)   SCALED
 FJ0351* NAVD 88 ORTHO HEIGHT -   389.486 (meters)     1277.84  (feet) ADJUSTED
 FJ0351  ______________________________________________________________________
 FJ0351  GEOID HEIGHT    -        -26.844 (meters)                     GEOID18
 FJ0351  DYNAMIC HEIGHT  -        389.112 (meters)     1276.61  (feet) COMP
 FJ0351  MODELED GRAVITY -    979,661.9   (mgal)                       NAVD 88
 FJ0351
 FJ0351  VERT ORDER      -  SECOND    CLASS 0
 FJ0351
 FJ0351.The horizontal coordinates were scaled from a map and have
 FJ0351.an estimated accuracy of +/- 6 seconds.
 FJ0351
 FJ0351.The orthometric height was determined by differential leveling and
 FJ0351.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0351.in August 1994.
 FJ0351
 FJ0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0351.GEOID18 height accuracy estimate available here.
 FJ0351
 FJ0351.Click photographs - Photos may exist for this station.
 FJ0351
 FJ0351.The dynamic height is computed by dividing the NAVD 88
 FJ0351.geopotential number by the normal gravity value computed on the
 FJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0351.degrees latitude (g = 980.6199 gals.).
 FJ0351
 FJ0351.The modeled gravity was interpolated from observed gravity values.
 FJ0351
 FJ0351;                    North         East    Units  Estimated Accuracy
 FJ0351;SPC OK N     -    43,600.      644,850.      MT  (+/- 180 meters Scaled)
 FJ0351
 FJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE356175(NAD 83)
 FJ0351
 FJ0351                          SUPERSEDED SURVEY CONTROL
 FJ0351
 FJ0351  NAVD 88 (06/15/91)  389.558  (m)         1278.07   (f) SUPERSEDED  2 0
 FJ0351  NGVD 29 (??/??/92)  389.425  (m)         1277.64   (f) ADJ UNCH    2 0
 FJ0351
 FJ0351.Superseded values are not recommended for survey control.
 FJ0351
 FJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0351.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0351
 FJ0351_MARKER: DB = BENCH MARK DISK
 FJ0351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0351_SP_SET: CULVERT HEADWALL
 FJ0351_STAMPING: N 80 1957
 FJ0351_MARK LOGO: CGS
 FJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0351+STABILITY: SURFACE MOTION
 FJ0351
 FJ0351  HISTORY     - Date     Condition        Report By
 FJ0351  HISTORY     - 1957     MONUMENTED       CGS
 FJ0351  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0351
 FJ0351                          STATION DESCRIPTION
 FJ0351
 FJ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FJ0351'3.7 MI N FROM MOORE.
 FJ0351'LOCATED 3.7 MILES NORTH OF MOORE AND 5.1 MILES EAST OF WILL
 FJ0351'ROGERS AIRPORT, AND AT THE INTERSECTION OF U.S. RT. 77 AND S.W.
 FJ0351'74 TH ST.  AT THE SOUTHEAST CORNER AND IN THE CENTER OF THE
 FJ0351'RECTANGULAR TOP OF A CONCRETE CULVERT.  MARK IS 21.5 FT. SOUTH
 FJ0351'OF THE CENTER LINE OF S.W. 74 TH ST. AND APPROX. 38 FT. EAST
 FJ0351'OF THE CENTER LINE OF NORTH-BOUND U.S. RT. 77
 FJ0351
 FJ0351                          STATION RECOVERY (1985)
 FJ0351
 FJ0351'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0303 ***********************************************************************
 GJ0303  DESIGNATION -  N 81
 GJ0303  PID         -  GJ0303
 GJ0303  STATE/COUNTY-  OK/ELLIS
 GJ0303  COUNTRY     -  US
 GJ0303  USGS QUAD   -  GAGE (2018)
 GJ0303
 GJ0303                         *CURRENT SURVEY CONTROL
 GJ0303  ______________________________________________________________________
 GJ0303* NAD 83(1986) POSITION- 36 18 16.     (N) 099 45 43.     (W)   SCALED
 GJ0303* NAVD 88 ORTHO HEIGHT -   665.725 (meters)     2184.13  (feet) ADJUSTED
 GJ0303  ______________________________________________________________________
 GJ0303  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GJ0303  DYNAMIC HEIGHT  -        665.057 (meters)     2181.94  (feet) COMP
 GJ0303  MODELED GRAVITY -    979,607.8   (mgal)                       NAVD 88
 GJ0303
 GJ0303  VERT ORDER      -  FIRST     CLASS II
 GJ0303
 GJ0303.The horizontal coordinates were scaled from a map and have
 GJ0303.an estimated accuracy of +/- 6 seconds.
 GJ0303
 GJ0303.The orthometric height was determined by differential leveling and
 GJ0303.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0303.in June 1991.
 GJ0303
 GJ0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0303.GEOID18 height accuracy estimate available here.
 GJ0303
 GJ0303.Click photographs - Photos may exist for this station.
 GJ0303
 GJ0303.The dynamic height is computed by dividing the NAVD 88
 GJ0303.geopotential number by the normal gravity value computed on the
 GJ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0303.degrees latitude (g = 980.6199 gals.).
 GJ0303
 GJ0303.The modeled gravity was interpolated from observed gravity values.
 GJ0303
 GJ0303;                    North         East    Units  Estimated Accuracy
 GJ0303;SPC OK N     -   146,170.      441,770.      MT  (+/- 180 meters Scaled)
 GJ0303
 GJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF315179(NAD 83)
 GJ0303
 GJ0303                          SUPERSEDED SURVEY CONTROL
 GJ0303
 GJ0303  NGVD 29 (??/??/92)  665.434  (m)         2183.18   (f) ADJ UNCH    1 2
 GJ0303
 GJ0303.Superseded values are not recommended for survey control.
 GJ0303
 GJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0303.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0303
 GJ0303_MARKER: DB = BENCH MARK DISK
 GJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0303_STAMPING: N 81 1945
 GJ0303_MARK LOGO: CGS
 GJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0303+STABILITY: SURFACE MOTION
 GJ0303
 GJ0303  HISTORY     - Date     Condition        Report By
 GJ0303  HISTORY     - 1945     MONUMENTED       CGS
 GJ0303
 GJ0303                          STATION DESCRIPTION
 GJ0303
 GJ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0303'1.3 MI SW FROM GAGE.
 GJ0303'IT IS 1.3 MILES SOUTHWEST OF GAGE, 0.95 MILE SOUTH AND WEST OF
 GJ0303'OKLAHOMA HIGHWAY 15, 33 FEET SOUTH OF THE CENTER LINE OF THE
 GJ0303'ROAD TO THE GAGE MUNICIPAL AIRPORT AND 28 FEET EAST OF A 4X4-INCH
 GJ0303'WHITE REFERENCE POST.  IT PROJECTS ABOUT 6 INCHES.  TO REACH
 GJ0303'FROM GAGE-- GO SOUTH AND WEST ON THE ROUTE TOWARD THE MUNICIPAL
 GJ0303'AIRPORT FOR 1.5 MILES TO THE MARK ON THE SOUTH SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0503 ***********************************************************************
 FJ0503  DESIGNATION -  N 9
 FJ0503  PID         -  FJ0503
 FJ0503  STATE/COUNTY-  OK/OKLAHOMA
 FJ0503  COUNTRY     -  US
 FJ0503  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0503
 FJ0503                         *CURRENT SURVEY CONTROL
 FJ0503  ______________________________________________________________________
 FJ0503* NAD 83(1986) POSITION- 35 27 47.     (N) 097 30 06.     (W)   SCALED
 FJ0503* NAVD 88 ORTHO HEIGHT -   357.717 (meters)     1173.61  (feet) ADJUSTED
 FJ0503  ______________________________________________________________________
 FJ0503  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 FJ0503  DYNAMIC HEIGHT  -        357.375 (meters)     1172.49  (feet) COMP
 FJ0503  MODELED GRAVITY -    979,668.0   (mgal)                       NAVD 88
 FJ0503
 FJ0503  VERT ORDER      -  FIRST     CLASS II
 FJ0503
 FJ0503.The horizontal coordinates were scaled from a map and have
 FJ0503.an estimated accuracy of +/- 6 seconds.
 FJ0503
 FJ0503.The orthometric height was determined by differential leveling and
 FJ0503.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0503.in August 1994.
 FJ0503
 FJ0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0503.GEOID18 height accuracy estimate available here.
 FJ0503
 FJ0503.Click photographs - Photos may exist for this station.
 FJ0503
 FJ0503.The dynamic height is computed by dividing the NAVD 88
 FJ0503.geopotential number by the normal gravity value computed on the
 FJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0503.degrees latitude (g = 980.6199 gals.).
 FJ0503
 FJ0503.The modeled gravity was interpolated from observed gravity values.
 FJ0503
 FJ0503;                    North         East    Units  Estimated Accuracy
 FJ0503;SPC OK N     -    51,490.      645,240.      MT  (+/- 180 meters Scaled)
 FJ0503
 FJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE359254(NAD 83)
 FJ0503
 FJ0503                          SUPERSEDED SURVEY CONTROL
 FJ0503
 FJ0503  NAVD 88 (??/??/92)  357.793  (m)         1173.86   (f) POSTED      3  
 FJ0503  NGVD 29 (??/??/92)  357.652  (m)         1173.40   (f) ADJ UNCH    1 2
 FJ0503
 FJ0503.Superseded values are not recommended for survey control.
 FJ0503
 FJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0503.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0503
 FJ0503_MARKER: DB = BENCH MARK DISK
 FJ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0503_STAMPING: N 9 1933
 FJ0503_MARK LOGO: CGS
 FJ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0503+STABILITY: SURFACE MOTION
 FJ0503
 FJ0503  HISTORY     - Date     Condition        Report By
 FJ0503  HISTORY     - 1933     MONUMENTED       CGS
 FJ0503  HISTORY     - 1934     GOOD             CGS
 FJ0503  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0503  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0503
 FJ0503                          STATION DESCRIPTION
 FJ0503
 FJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0503'1 MI E FROM OKLAHOMA.
 FJ0503'1 MILE EAST OF UNION DEPOT, 1 1/2 FT. EAST AND 12 FT. SOUTH OF
 FJ0503'NORTH WEST COR. OF FENCE AROUND PHILLIPS OIL WELL (W.H. BRIMM 1)
 FJ0503'LOCATED IN N.E. 1/2 OF SEC. 3-11-3*.  200 FT. S.E. OF SOUTH MAIN
 FJ0503'TRACK OF ROCK ISLAND R.R. AT M.P. 486-1 POLE.
 FJ0503
 FJ0503                          STATION RECOVERY (1934)
 FJ0503
 FJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0503'RECOVERED IN GOOD CONDITION.
 FJ0503
 FJ0503                          STATION RECOVERY (1984)
 FJ0503
 FJ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0503'SEARCHED FOR AND NOT RECOVERED THIS DATE, AREA HAS BEEN CLEARED AND
 FJ0503'LEVELED.
 FJ0503
 FJ0503                          STATION RECOVERY (1985)
 FJ0503
 FJ0503'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0484 ***********************************************************************
 EM0484  DESIGNATION -  N 96=TT 25 H 17
 EM0484  PID         -  EM0484
 EM0484  STATE/COUNTY-  OK/GREER
 EM0484  COUNTRY     -  US
 EM0484  USGS QUAD   -  MANGUM NORTH (2018)
 EM0484
 EM0484                         *CURRENT SURVEY CONTROL
 EM0484  ______________________________________________________________________
 EM0484* NAD 83(1993) POSITION- 34 54 01.83817(N) 099 35 25.96503(W)   ADJUSTED
 EM0484* NAVD 88 ORTHO HEIGHT -   530.287 (meters)     1739.78  (feet) POSTED
 EM0484  ______________________________________________________________________
 EM0484  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 EM0484  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 EM0484  DYNAMIC HEIGHT  -        529.73  (meters)     1738.0   (feet) COMP
 EM0484  MODELED GRAVITY -    979,562.4   (mgal)                       NAVD 88
 EM0484
 EM0484  HORZ ORDER      -  THIRD
 EM0484  VERT ORDER      -  * POSTED, SEE BELOW
 EM0484
 EM0484.The horizontal coordinates were established by classical geodetic methods
 EM0484.and adjusted by the National Geodetic Survey in November 1994.
 EM0484
 EM0484.The orthometric height was determined by differential leveling
 EM0484.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0484
 EM0484.* This is a POSTED BENCH MARK height.
 EM0484
 EM0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0484.GEOID18 height accuracy estimate available here.
 EM0484
 EM0484.Click photographs - Photos may exist for this station.
 EM0484
 EM0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0484
 EM0484.The dynamic height is computed by dividing the NAVD 88
 EM0484.geopotential number by the normal gravity value computed on the
 EM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0484.degrees latitude (g = 980.6199 gals.).
 EM0484
 EM0484.The modeled gravity was interpolated from observed gravity values.
 EM0484
 EM0484. The following values were computed from the NAD 83(1993) position.
 EM0484
 EM0484;                    North         East     Units Scale Factor Converg.
 EM0484;SPC OK S     -   174,983.627   454,639.576   MT  0.99995113   -0 54 10.2
 EM0484;SPC OK S     -   574,092.12  1,491,596.68   sFT  0.99995113   -0 54 10.2
 EM0484;UTM  14      - 3,862,169.250   446,046.238   MT  0.99963588   -0 20 16.4
 EM0484
 EM0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0484!SPC OK S     -   0.99992097  x   0.99995113  =   0.99987211
 EM0484!UTM  14      -   0.99992097  x   0.99963588  =   0.99955688
 EM0484
 EM0484:                Primary Azimuth Mark                     Grid Az
 EM0484:SPC OK S     -  N 96 AZ MK                               093 55 08.9
 EM0484:UTM  14      -  N 96 AZ MK                               093 21 15.1
 EM0484
 EM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4604662169(NAD 83)
 EM0484
 EM0484|---------------------------------------------------------------------|
 EM0484| PID    Reference Object                     Distance      Geod. Az  |
 EM0484|                                                           dddmmss.s |
 EM0484| CX7582 N 96 RM 1                            18.761 METERS 09118     |
 EM0484| CX7581 N 96 AZ MK                                         0930058.7 |
 EM0484| CX7583 N 96 RM 2                             9.934 METERS 35916     |
 EM0484|---------------------------------------------------------------------|
 EM0484
 EM0484                          SUPERSEDED SURVEY CONTROL
 EM0484
 EM0484  NAD 83(1986)-  34 54 01.84377(N)    099 35 25.95865(W) AD(       ) 3
 EM0484  NAD 27      -  34 54 01.63100(N)    099 35 24.62500(W) AD(       ) 3
 EM0484  NGVD 29 (??/??/92)  530.064  (m)         1739.05   (f) ADJ UNCH    2 0
 EM0484  NGVD 29             530.06   (m)         1739.0    (f) LEVELING    3  
 EM0484
 EM0484.Superseded values are not recommended for survey control.
 EM0484
 EM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0484.See file dsdata.pdf to determine how the superseded data were derived.
 EM0484
 EM0484_MARKER: DB = BENCH MARK DISK
 EM0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0484_STAMPING: N 96 1934  25-H-17-TT-1936
 EM0484_MARK LOGO: CGS
 EM0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0484+STABILITY: SURFACE MOTION
 EM0484
 EM0484  HISTORY     - Date     Condition        Report By
 EM0484  HISTORY     - 1936     MONUMENTED       CGS
 EM0484  HISTORY     - 1948     GOOD             CGS
 EM0484  HISTORY     - 1963     GOOD             CGS
 EM0484  HISTORY     - 1963     GOOD             CGS
 EM0484
 EM0484                          STATION DESCRIPTION
 EM0484
 EM0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0484'5.9 MI E FROM REED.
 EM0484'ABOUT 5.9 MILES EAST OF REED GREER COUNTY OKLA. AND 2.0 MILES NORTH
 EM0484'AND 5.0 MILES WEST OF MANGUM, GREER COUNTY, ALONG STATE ROAD NO. 9. IN
 EM0484'SE CORNER OF SECTION 14, T 5N. R 23W. I.M.  ABOUT 80 YARDS SOUTHWEST
 EM0484'OF WHITE SQUARE HOUSE 57 FEET NORTH OF CENTERLINE OF THE HIGHWAY. 30
 EM0484'FEET WEST OF CENTERLINE OF A SIDE ROAD.  2 FEET NORTH OF A FENCE
 EM0484'CORNER AND ABOUT 3 FEET ABOVE THE HIGHWAY SURFACE.  A STANDARD DISK
 EM0484'SET IN A CONCRETE POST, STAMPED N-96 1934 AND 25-H-17-TT-1936.
 EM0484
 EM0484                          STATION RECOVERY (1948)
 EM0484
 EM0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0484'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF MANGUM,
 EM0484'ON THE RIGHT-OF-WAY AND 41 FEET NORTH OF THE CENTER OF STATE
 EM0484'HIGHWAY 9, 24 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT
 EM0484'ROAD, 2.5 FEET NORTH OF A POWER LINE POLE AND 3 FEET SOUTH
 EM0484'OF A REFERENCE POST.  IT IS ABOUT 275 FEET SOUTHWEST OF
 EM0484'A WHITE FRAME SCHOOL HOUSE.  IT IS A U.S.C. AND G. SURVEY
 EM0484'BENCH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EM0484'POST PROJECTING 7 INCHES.  IT IS STAMPED N 96 1934 AND 25
 EM0484'H 17 TT 1936
 EM0484'
 EM0484'REFERENCE MARK NO. 1 IS 37.5 FEET EAST OF THE CENTER OF
 EM0484'A NORTH-SOUTH DIRT ROAD AND 39 FEET NORTH OF THE CENTER
 EM0484'OF STATE HIGHWAY 9.  IT IS STAMPED B M N 96 NO 1 1948 AND
 EM0484'PROJECTS 3 INCHES.
 EM0484'
 EM0484'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE
 EM0484'25 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT
 EM0484'IS STAMPED BM N 96 NO 2 1948 AND PROJECTS 2 INCHES.
 EM0484'
 EM0484'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF STATE
 EM0484'HIGHWAY 9, 6 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1.5
 EM0484'FEET WEST OF A WITNESS POST.  IT IS STAMPED BM N 96 1948
 EM0484'AND PROJECTS 4 INCHES.
 EM0484'
 EM0484'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 EM0484'IN MANGUM, GO EAST FOR 0.1 MILE TO U.S. HIGHWAY 283, TURN
 EM0484'LEFT AND GO 1.8 MILES TO THE JUNCTION OF U.S. HIGHWAY AND
 EM0484'STATE HIGHWAY NO. 9.  TURN LEFT, WEST, AND GO 4.65 MILES
 EM0484'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 EM0484'FOR 0.35 MILE TO THE STATION AS DESCRIBED.
 EM0484'
 EM0484'A 4 FOOT SIGNAL AT STATION LADESSA IS VISIBLE AT 4 FEET.
 EM0484'
 EM0484'A 74 FOOT SIGNAL AT STATION KERBO IS VISIBLE AT 4 FEET.
 EM0484
 EM0484                          STATION RECOVERY (1963)
 EM0484
 EM0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0484'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND
 EM0484'IN GOOD CONDITION.  IT IS IN THE SE CORNER OF THE SE 1/4
 EM0484'OF SEC. 14, T. 5 N., R. 23 W., AND PROJECTS 4 INCHES.
 EM0484'
 EM0484'AZIMUTH MARK IS IN THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE
 EM0484'LINE.  THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0484
 EM0484                          STATION RECOVERY (1963)
 EM0484
 EM0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0451 ***********************************************************************
 EM0451  DESIGNATION -  N 97
 EM0451  PID         -  EM0451
 EM0451  STATE/COUNTY-  OK/JACKSON
 EM0451  COUNTRY     -  US
 EM0451  USGS QUAD   -  DUKE (2018)
 EM0451
 EM0451                         *CURRENT SURVEY CONTROL
 EM0451  ______________________________________________________________________
 EM0451* NAD 83(1986) POSITION- 34 39 34.     (N) 099 36 05.     (W)   SCALED
 EM0451* NAVD 88 ORTHO HEIGHT -   433.248 (meters)     1421.41  (feet) POSTED
 EM0451  ______________________________________________________________________
 EM0451  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 EM0451  DYNAMIC HEIGHT  -        432.78  (meters)     1419.9   (feet) COMP
 EM0451  MODELED GRAVITY -    979,531.9   (mgal)                       NAVD 88
 EM0451
 EM0451  VERT ORDER      -  * POSTED, SEE BELOW
 EM0451
 EM0451.The horizontal coordinates were scaled from a map and have
 EM0451.an estimated accuracy of +/- 6 seconds.
 EM0451
 EM0451.The orthometric height was determined by differential leveling
 EM0451.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0451
 EM0451.* This is a POSTED BENCH MARK height.
 EM0451
 EM0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0451.GEOID18 height accuracy estimate available here.
 EM0451
 EM0451.Click photographs - Photos may exist for this station.
 EM0451
 EM0451.The dynamic height is computed by dividing the NAVD 88
 EM0451.geopotential number by the normal gravity value computed on the
 EM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0451.degrees latitude (g = 980.6199 gals.).
 EM0451
 EM0451.The modeled gravity was interpolated from observed gravity values.
 EM0451
 EM0451;                    North         East    Units  Estimated Accuracy
 EM0451;SPC OK S     -   148,260.      453,220.      MT  (+/- 180 meters Scaled)
 EM0451
 EM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD448354(NAD 83)
 EM0451
 EM0451                          SUPERSEDED SURVEY CONTROL
 EM0451
 EM0451  NGVD 29 (??/??/92)  433.032  (m)         1420.71   (f) ADJ UNCH    2 0
 EM0451
 EM0451.Superseded values are not recommended for survey control.
 EM0451
 EM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0451.See file dsdata.pdf to determine how the superseded data were derived.
 EM0451
 EM0451_MARKER: DB = BENCH MARK DISK
 EM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0451_STAMPING: N 97 1934
 EM0451_MARK LOGO: CGS
 EM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0451+STABILITY: SURFACE MOTION
 EM0451
 EM0451  HISTORY     - Date     Condition        Report By
 EM0451  HISTORY     - 1934     MONUMENTED       CGS
 EM0451  HISTORY     - 1971     MARK NOT FOUND   USGS
 EM0451
 EM0451                          STATION DESCRIPTION
 EM0451
 EM0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0451'1.8 MI W FROM DUKE.
 EM0451'1.8 MI. W. OF ON M.K.T. RAILROAD.  2 FT. E. OF THE E. END OF A GATE ON
 EM0451'A ROAD CROSSING TRACK, AND 49 FT. S. CENTER LINE OF TRACK.
 EM0451
 EM0451                          STATION RECOVERY (1971)
 EM0451
 EM0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EM0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0463 ***********************************************************************
 EK0463  DESIGNATION -  N 99
 EK0463  PID         -  EK0463
 EK0463  STATE/COUNTY-  OK/MCCURTAIN
 EK0463  COUNTRY     -  US
 EK0463  USGS QUAD   -  CLEBIT (2019)
 EK0463
 EK0463                         *CURRENT SURVEY CONTROL
 EK0463  ______________________________________________________________________
 EK0463* NAD 83(1986) POSITION- 34 23 51.     (N) 095 00 20.     (W)   SCALED
 EK0463* NAVD 88 ORTHO HEIGHT -   257.154 (meters)      843.68  (feet) ADJUSTED
 EK0463  ______________________________________________________________________
 EK0463  GEOID HEIGHT    -        -31.011 (meters)                     GEOID18
 EK0463  DYNAMIC HEIGHT  -        256.869 (meters)      842.74  (feet) COMP
 EK0463  MODELED GRAVITY -    979,521.0   (mgal)                       NAVD 88
 EK0463
 EK0463  VERT ORDER      -  SECOND    CLASS 0
 EK0463
 EK0463.The horizontal coordinates were scaled from a map and have
 EK0463.an estimated accuracy of +/- 6 seconds.
 EK0463
 EK0463.The orthometric height was determined by differential leveling and
 EK0463.adjusted by the NATIONAL GEODETIC SURVEY
 EK0463.in June 1991.
 EK0463
 EK0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0463.GEOID18 height accuracy estimate available here.
 EK0463
 EK0463.Click photographs - Photos may exist for this station.
 EK0463
 EK0463.The dynamic height is computed by dividing the NAVD 88
 EK0463.geopotential number by the normal gravity value computed on the
 EK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0463.degrees latitude (g = 980.6199 gals.).
 EK0463
 EK0463.The modeled gravity was interpolated from observed gravity values.
 EK0463
 EK0463;                    North         East    Units  Estimated Accuracy
 EK0463;SPC OK S     -   122,120.      875,290.      MT  (+/- 180 meters Scaled)
 EK0463
 EK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU156080(NAD 83)
 EK0463
 EK0463                          SUPERSEDED SURVEY CONTROL
 EK0463
 EK0463  NGVD 29 (??/??/92)  257.080  (m)          843.44   (f) ADJ UNCH    2 0
 EK0463
 EK0463.Superseded values are not recommended for survey control.
 EK0463
 EK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0463.See file dsdata.pdf to determine how the superseded data were derived.
 EK0463
 EK0463_MARKER: DB = BENCH MARK DISK
 EK0463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0463_SP_SET: CULVERT HEADWALL
 EK0463_STAMPING: N 99 1960
 EK0463_MARK LOGO: CGS
 EK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0463+STABILITY: SURFACE MOTION
 EK0463
 EK0463  HISTORY     - Date     Condition        Report By
 EK0463  HISTORY     - 1960     MONUMENTED       CGS
 EK0463
 EK0463                          STATION DESCRIPTION
 EK0463
 EK0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0463'0.4 MI W FROM PICKENS.
 EK0463'ABOUT 0.35 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 EK0463'PICKENS, IN SECTION 9, R 22 E, T 2 S, SET IN THE TOP OF THE EAST
 EK0463'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 14 FEET SOUTH
 EK0463'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0661 ***********************************************************************
 EM0661  DESIGNATION -  N ROCKY TWIN
 EM0661  PID         -  EM0661
 EM0661  STATE/COUNTY-  OK/COMANCHE
 EM0661  COUNTRY     -  US
 EM0661  USGS QUAD   -  FORT SILL (2018)
 EM0661
 EM0661                         *CURRENT SURVEY CONTROL
 EM0661  ______________________________________________________________________
 EM0661* NAD 83(1993) POSITION- 34 42 45.10101(N) 098 27 47.09127(W)   ADJUSTED
 EM0661* NAVD 88 ORTHO HEIGHT -   416.    (meters)     1365.    (feet) SCALED
 EM0661  ______________________________________________________________________
 EM0661  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 EM0661  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 EM0661  HORZ ORDER      -  THIRD
 EM0661
 EM0661.The horizontal coordinates were established by classical geodetic methods
 EM0661.and adjusted by the National Geodetic Survey in November 1994.
 EM0661
 EM0661.The orthometric height was scaled from a topographic map.
 EM0661
 EM0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0661.GEOID18 height accuracy estimate available here.
 EM0661
 EM0661.Click photographs - Photos may exist for this station.
 EM0661
 EM0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0661
 EM0661. The following values were computed from the NAD 83(1993) position.
 EM0661
 EM0661;                    North         East     Units Scale Factor Converg.
 EM0661;SPC OK S     -   153,082.612   557,581.639   MT  0.99993844   -0 15 46.3
 EM0661;SPC OK S     -   502,238.54  1,829,332.43   sFT  0.99993844   -0 15 46.3
 EM0661;UTM  14      - 3,841,295.461   549,165.744   MT  0.99962979   +0 18 20.7
 EM0661
 EM0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0661!SPC OK S     -   0.99993872  x   0.99993844  =   0.99987716
 EM0661!UTM  14      -   0.99993872  x   0.99962979  =   0.99956853
 EM0661
 EM0661:                Primary Azimuth Mark                     Grid Az
 EM0661:SPC OK S     -  RABBIT                                   052 19 11.3
 EM0661:UTM  14      -  RABBIT                                   051 45 04.3
 EM0661
 EM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4916541295(NAD 83)
 EM0661
 EM0661|---------------------------------------------------------------------|
 EM0661| PID    Reference Object                     Distance      Geod. Az  |
 EM0661|                                                           dddmmss.s |
 EM0661| EM0638 RABBIT                              APPROX. 1.3 KM 0520325.0 |
 EM0661|---------------------------------------------------------------------|
 EM0661
 EM0661                          SUPERSEDED SURVEY CONTROL
 EM0661
 EM0661  NAD 83(1986)-  34 42 45.10579(N)    098 27 47.07557(W) AD(       ) 3
 EM0661  NAD 27      -  34 42 44.85500(N)    098 27 45.87500(W) AD(       ) 3
 EM0661
 EM0661.Superseded values are not recommended for survey control.
 EM0661
 EM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0661.See file dsdata.pdf to determine how the superseded data were derived.
 EM0661
 EM0661_MARKER: I = METAL ROD
 EM0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0661+STABILITY: SURFACE MOTION
 EM0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0661+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2014
 EM0661
 EM0661  HISTORY     - Date     Condition        Report By
 EM0661  HISTORY     - 1945     MONUMENTED       USA
 EM0661  HISTORY     - 20140725 GOOD             GEOCAC
 EM0661
 EM0661                          STATION DESCRIPTION
 EM0661
 EM0661'DESCRIBED BY US ARMY 1945
 EM0661'NEAR SUMMIT OF NLY ONE OF ROCKY TWINS WHICH LIE BETWEEN HWY.
 EM0661'49 AND MT. HINDS.  ABOUT 500 YDS. S OF HWY.  MARKED BY SECTION
 EM0661'OF 3/8 IN IRON REINFORCING ROD SET IN CONCRETE BLOCK EMBEDDED IN
 EM0661'GROUND.  ON SE PORTION OF HILL, 51 FT. SW OF LARGEST TREE
 EM0661'ON NE PORTION OF HILL.
 EM0661
 EM0661                          STATION RECOVERY (2014)
 EM0661
 EM0661'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0661'RECOVERD AS AN IRON ROD SET INTO A SMALL CONCRETE BLOCK.  THERE IS AN
 EM0661'OLD WITNESS POST NEXT TO IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0986 ***********************************************************************
 EL0986  DESIGNATION -  NAPLES
 EL0986  PID         -  EL0986
 EL0986  STATE/COUNTY-  OK/GRADY
 EL0986  COUNTRY     -  US
 EL0986  USGS QUAD   -  BRADLEY (2018)
 EL0986
 EL0986                         *CURRENT SURVEY CONTROL
 EL0986  ______________________________________________________________________
 EL0986* NAD 83(1993) POSITION- 34 59 54.53212(N) 097 44 28.73663(W)   ADJUSTED
 EL0986* NAVD 88 ORTHO HEIGHT -   353.77  (+/-2cm)     1160.7   (feet) VERTCON3
 EL0986  ______________________________________________________________________
 EL0986  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 EL0986  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 EL0986  HORZ ORDER      -  THIRD
 EL0986  VERT ORDER      -  THIRD ? (See Below)
 EL0986
 EL0986.The horizontal coordinates were established by classical geodetic methods
 EL0986.and adjusted by the National Geodetic Survey in November 1994.
 EL0986
 EL0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0986
 EL0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0986.GEOID18 height accuracy estimate available here.
 EL0986
 EL0986.The vertical order pertains to the NGVD 29 superseded value.
 EL0986
 EL0986.Click photographs - Photos may exist for this station.
 EL0986
 EL0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0986
 EL0986. The following values were computed from the NAD 83(1993) position.
 EL0986
 EL0986;                    North         East     Units Scale Factor Converg.
 EL0986;SPC OK S     -   184,736.969   623,614.327   MT  0.99996201   +0 08 48.6
 EL0986;SPC OK S     -   606,091.21  2,045,974.67   sFT  0.99996201   +0 08 48.6
 EL0986;UTM  14      - 3,873,598.328   614,862.332   MT  0.99976260   +0 43 19.2
 EL0986
 EL0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0986!SPC OK S     -   0.99994859  x   0.99996201  =   0.99991060
 EL0986!UTM  14      -   0.99994859  x   0.99976260  =   0.99971120
 EL0986
 EL0986:                Primary Azimuth Mark                     Grid Az
 EL0986:SPC OK S     -  NAPLES AZ MK                             179 29 56.1
 EL0986:UTM  14      -  NAPLES AZ MK                             178 55 25.5
 EL0986
 EL0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1486273598(NAD 83)
 EL0986
 EL0986|---------------------------------------------------------------------|
 EL0986| PID    Reference Object                     Distance      Geod. Az  |
 EL0986|                                                           dddmmss.s |
 EL0986| CY2635 NAPLES RM 1                          13.408 METERS 08858     |
 EL0986| CY2634 NAPLES AZ MK                                       1793844.7 |
 EL0986| CY2636 NAPLES RM 2                           8.323 METERS 18038     |
 EL0986| EL1019 TOM                                 APPROX.12.7 KM 2405058.5 |
 EL0986|---------------------------------------------------------------------|
 EL0986
 EL0986                          SUPERSEDED SURVEY CONTROL
 EL0986
 EL0986  NAD 83(1986)-  34 59 54.53704(N)    097 44 28.71987(W) AD(       ) 3
 EL0986  NAD 27      -  34 59 54.29035(N)    097 44 27.57871(W) AD(       ) 3
 EL0986  NGVD 29             353.67   (m)         1160.3    (f) LEVELING    3  
 EL0986
 EL0986.Superseded values are not recommended for survey control.
 EL0986
 EL0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0986.See file dsdata.pdf to determine how the superseded data were derived.
 EL0986
 EL0986_MARKER: DS = TRIANGULATION STATION DISK
 EL0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0986_STAMPING: NAPLES 1957
 EL0986_MARK LOGO: CGS
 EL0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0986+STABILITY: SURFACE MOTION
 EL0986
 EL0986  HISTORY     - Date     Condition        Report By
 EL0986  HISTORY     - 1957     MONUMENTED       CGS
 EL0986  HISTORY     - 1976     GOOD             NGS
 EL0986  HISTORY     - 1981     GOOD             LOCENG
 EL0986
 EL0986                          STATION DESCRIPTION
 EL0986
 EL0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0986'STATION IS ABOUT 6 MILES NORTH-NORTHEAST OF ALEX, 5 MILES
 EL0986'SOUTHEAST OF TABLER, IN THE NORTHEAST 1/4 OF SECTION 17, T 6 N,
 EL0986'R 5 W, ALONG THE WEST SIDE OF A NORTH-SOUTH SECTION LINE ROAD AND
 EL0986'AT THE EAST EDGE OF A PASTURE.
 EL0986'
 EL0986'REACHED FROM THE POST OFFICE IN TABLER BY GOING EAST ON STATE
 EL0986'HIGHWAY 39 FOR 3.5 MILES TO A CROSSROADS AT THE NAPLES BAPTIST
 EL0986'CHURCH ON THE LEFT, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 EL0986'FOR 4.2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST
 EL0986'ON A GRAVELED ROAD FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT, TURN
 EL0986'LEFT AND GO NORTH FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EL0986'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION
 EL0986'ON THE LEFT.
 EL0986'
 EL0986'STATION MARKS ARE STANDARD DISKS STAMPED NAPLES 1957.  THE
 EL0986'SURFACE MARK IS SET IN A 10-INCH CONCRETE POST PROJECTING 5
 EL0986'INCHES.  IT IS 26 FEET WEST OF THE CENTER OF THE SECTION LINE
 EL0986'ROAD, 10 FEET EAST OF A POWERLINE POLE HAVING A TRIANGULAR BLAZE
 EL0986'ON THE EAST SIDE AND 6 FEET WEST OF A RIGHT-OF-WAY FENCE.  A
 EL0986'WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.  THE UNDERGROUND
 EL0986'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 EL0986'THE GROUND SURFACE.
 EL0986'
 EL0986'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NAPLES NO 1 1957, SET
 EL0986'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 54
 EL0986'FEET EAST OF THE POWERLINE POLE, 18 FEET EAST OF THE CENTER OF
 EL0986'THE ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE.
 EL0986'
 EL0986'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NAPLES NO 2 1957,
 EL0986'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 EL0986'IS 30 FEET SOUTHEAST OF THE POWERLINE POLE, 29 FEET WEST OF THE
 EL0986'CENTER OF THE ROAD AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 EL0986'
 EL0986'AZIMUTH MARK IS AT THE EAST EDGE OF A PASTURE, 19 FEET WEST OF
 EL0986'THE CENTER OF THE ROAD, 4 FEET WEST OF A RIGHT-OF-WAY FENCE.  A
 EL0986'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 EL0986
 EL0986                          STATION RECOVERY (1976)
 EL0986
 EL0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLR)
 EL0986'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE
 EL0986'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, REFERENCE
 EL0986'MARK NO. 1 IS LYING ON ITS SIDE, APPARENTLY UPROOTED BY A ROAD
 EL0986'GRADER OR OTHER TYPE OF HEAVY MACHINERY.
 EL0986
 EL0986                          STATION RECOVERY (1981)
 EL0986
 EL0986'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 EL0986'FOUND STATION MARK AND REFERENCE MARK NO. 2 IN GOOD CONDITION
 EL0986'AS DESCRIBED.
 EL0986'
 EL0986'UNABLE TO RECOVER AZIMUTH MARK AND REFERENCE MARK NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0733 ***********************************************************************
 GG0733  CBN         -  This is a Cooperative Base Network Control Station.
 GG0733  DESIGNATION -  NARCISSA
 GG0733  PID         -  GG0733
 GG0733  STATE/COUNTY-  OK/OTTAWA
 GG0733  COUNTRY     -  US
 GG0733  USGS QUAD   -  MIAMI SW (2018)
 GG0733
 GG0733                         *CURRENT SURVEY CONTROL
 GG0733  ______________________________________________________________________
 GG0733* NAD 83(2011) POSITION- 36 47 37.56843(N) 094 55 38.46569(W)   ADJUSTED
 GG0733* NAD 83(2011) ELLIP HT-   234.952 (meters)        (06/27/12)   ADJUSTED
 GG0733* NAD 83(2011) EPOCH   -  2010.00
 GG0733* NAVD 88 ORTHO HEIGHT -   264.3   (meters)      867.    (feet) GPS OBS
 GG0733  ______________________________________________________________________
 GG0733  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GG0733  GEOID HEIGHT    -        -29.236 (meters)                     GEOID96
 GG0733  GEOID HEIGHT    -        -29.321 (meters)                     GEOID18
 GG0733  NAD 83(2011) X  -   -439,247.758 (meters)                     COMP
 GG0733  NAD 83(2011) Y  - -5,095,022.885 (meters)                     COMP
 GG0733  NAD 83(2011) Z  -  3,799,231.057 (meters)                     COMP
 GG0733  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 GG0733
 GG0733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0733  Standards:
 GG0733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0733  -------------------------------------------------------------------
 GG0733  NETWORK    2.75   4.35           1.21   1.02   2.22      0.10190905
 GG0733  -------------------------------------------------------------------
 GG0733  Click here for local accuracies and other accuracy information.
 GG0733
 GG0733.The horizontal coordinates were established by GPS observations
 GG0733.and adjusted by the National Geodetic Survey in June 2012.
 GG0733
 GG0733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0733.been affixed to the stable North American tectonic plate. See 
 GG0733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0733
 GG0733.The horizontal coordinates are valid at the epoch date displayed above
 GG0733.which is a decimal equivalence of Year/Month/Day.
 GG0733
 GG0733.The orthometric height was determined by GPS observations and a
 GG0733.high-resolution geoid model.
 GG0733
 GG0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0733.GEOID18 height accuracy estimate available here.
 GG0733
 GG0733.Click photographs - Photos may exist for this station.
 GG0733
 GG0733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0733
 GG0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0733
 GG0733.The ellipsoidal height was determined by GPS observations
 GG0733.and is referenced to NAD 83.
 GG0733
 GG0733. The following values were computed from the NAD 83(2011) position.
 GG0733
 GG0733;                    North         East     Units Scale Factor Converg.
 GG0733;SPC OK N     -   203,370.099   874,194.059   MT  1.00000506   +1 48 47.9
 GG0733;SPC OK N     -   667,223.40  2,868,085.01   sFT  1.00000506   +1 48 47.9
 GG0733;SPC OK N     -   667,223.40  2,868,085.01   sFT  1.00000506   +1 48 47.9
 GG0733;SPC MO W     -    69,669.347   811,860.377   MT  0.99995909   -0 15 21.5
 GG0733;SPC OK N     -   203,370.099   874,194.059   MT  1.00000506   +1 48 47.9
 GG0733;UTM  15      - 4,073,727.538   328,040.558   MT  0.99996430   -1 09 16.7
 GG0733
 GG0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0733!SPC OK N     -   0.99996313  x   1.00000506  =   0.99996819
 GG0733!SPC MO W     -   0.99996313  x   0.99995909  =   0.99992222
 GG0733!SPC OK N     -   0.99996313  x   1.00000506  =   0.99996819
 GG0733!UTM  15      -   0.99996313  x   0.99996430  =   0.99992743
 GG0733
 GG0733:                Primary Azimuth Mark                     Grid Az
 GG0733:SPC OK N     -  NARCISSA AZ MK                           001 45 44.4
 GG0733:SPC MO W     -  NARCISSA AZ MK                           003 49 53.8
 GG0733:SPC OK N     -  NARCISSA AZ MK                           001 45 44.4
 GG0733:UTM  15      -  NARCISSA AZ MK                           004 43 49.0
 GG0733
 GG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2804073727(NAD 83)
 GG0733
 GG0733|---------------------------------------------------------------------|
 GG0733| PID    Reference Object                     Distance      Geod. Az  |
 GG0733|                                                           dddmmss.s |
 GG0733| CI2617 NARCISSA AZ MK                                     0033432.3 |
 GG0733| CI2618 NARCISSA RM 1                        32.784 METERS 10531     |
 GG0733| GG0729 FAIRLAND MUNICIPAL TANK             APPROX. 8.6 KM 1241735.5 |
 GG0733| GG0728 FAIRLAND SHELL OZARK PLINE TK       APPROX. 6.6 KM 1305251.9 |
 GG0733| CI2619 NARCISSA RM 2                        23.531 METERS 35339     |
 GG0733|---------------------------------------------------------------------|
 GG0733
 GG0733                          SUPERSEDED SURVEY CONTROL
 GG0733
 GG0733  NAD 83(2007)-  36 47 37.56857(N)    094 55 38.46622(W) AD(2002.00) 0
 GG0733  ELLIP H (02/10/07)  234.962  (m)                       GP(2002.00)    
 GG0733  ELLIP H (04/16/01)  234.950  (m)                       GP(       ) 4 2
 GG0733  NAD 83(1993)-  36 47 37.56894(N)    094 55 38.46627(W) AD(       ) B
 GG0733  ELLIP H (05/09/94)  235.043  (m)                       GP(       ) 4 2
 GG0733  NAD 83(1986)-  36 47 37.58975(N)    094 55 38.45808(W) AD(       ) 1
 GG0733  NAD 27      -  36 47 37.32910(N)    094 55 37.61050(W) AD(       ) 1
 GG0733  NAVD 88 (01/13/95)  264.3    (m)  UNKNOWN  model used  GPS OBS        
 GG0733  NAVD 88 (05/09/94)  264.3    (m)  GEOID93  model used  GPS OBS        
 GG0733
 GG0733.Superseded values are not recommended for survey control.
 GG0733
 GG0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0733.See file dsdata.pdf to determine how the superseded data were derived.
 GG0733
 GG0733_MARKER: DS = TRIANGULATION STATION DISK
 GG0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0733_STAMPING: NARCISSA 1958
 GG0733_MARK LOGO: CGS
 GG0733_PROJECTION: FLUSH
 GG0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0733+STABILITY: SURFACE MOTION
 GG0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0733+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1993
 GG0733
 GG0733  HISTORY     - Date     Condition        Report By
 GG0733  HISTORY     - 1958     MONUMENTED       CGS
 GG0733  HISTORY     - 1958     GOOD             CGS
 GG0733  HISTORY     - 1960     GOOD             CGS
 GG0733  HISTORY     - 19930429 GOOD             NGS
 GG0733
 GG0733                          STATION DESCRIPTION
 GG0733
 GG0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0733'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF
 GG0733'MIAMI AND 1/2 MILE SOUTH OF THE VILLAGE OF NARCISSA.  IT
 GG0733'IS 50 FEET WEST OF THE CENTER OF U.S. HIGHWAY 66, 59 AND 69,
 GG0733'43 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 9 FEET WEST
 GG0733'OF A WIRE FENCE LINE AND WITNESS POST.  THE MARK IS SET
 GG0733'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED NARCISSA
 GG0733'1958.
 GG0733'
 GG0733'REFERENCE MARK NO. 1 IS 54 FEET EAST OF THE CENTER OF U.S.
 GG0733'HIGHWAY 66, 59 AND 69, 12 FEET SOUTH OF A FENCE CORNER POST
 GG0733'AND 3 FEET WEST OF A WIRE FENCE LINE.  THE MARK PROJECTS
 GG0733'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GG0733'NARCISSA NO 1 1958.
 GG0733'
 GG0733'REFERENCE MARK NO. 2 IS 59 FEET WEST OF THE CENTER OF U.S.
 GG0733'HIGHWAY 66, 59 AND 69, 51 FEET SOUTH OF A FENCE CORNER POST
 GG0733'AND SET IN A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 2 INCHES
 GG0733'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED NARCISSA
 GG0733'NO 2 1958.
 GG0733'
 GG0733'AZIMUTH MARK IS 50 FEET EAST OF U.S. HIGHWAY 66, 59 AND
 GG0733'69, 16 FEET SOUTH-SOUTHWEST OF A SIGN RIVERA MOTEL, 3 FEET
 GG0733'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A WIRE
 GG0733'FENCE LINE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 GG0733'OF THE GROUND AND IS STAMPED NARCISSA 1958.
 GG0733'
 GG0733'TO REACH FROM THE CROSSROADS IN THE VILLAGE OF NARCISSA,
 GG0733'GO SOUTH ON U.S. HIGHWAY 66, 59 AND 69 FOR 0.2 MILE TO AZIMUTH
 GG0733'MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY
 GG0733'66, 59 AND 69 FOR 0.3 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 GG0733'
 GG0733'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GG0733
 GG0733                          STATION RECOVERY (1958)
 GG0733
 GG0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GG0733'RECOVERED IN GOOD CONDITION.
 GG0733
 GG0733                          STATION RECOVERY (1960)
 GG0733
 GG0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0733'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GG0733'MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 GG0733'TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.  THE
 GG0733'SIGN RIVIERA MOTEL USED AS A REFERENCE POINT TO THE AZIMUTH
 GG0733'MARK IS NO LONGER THERE AND REFERENCE MARK 1 IS NORTH OF
 GG0733'THE FENCE CORNER POST INSTEAD OF SOUTH.
 GG0733'
 GG0733'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS-
 GG0733'
 GG0733'ABOUT 7 MILES SOUTH-SOUTHWEST OF MIAMI, ABOUT 1/2 MILE SOUTH
 GG0733'OF THE VILLAGE OF NARCISSA, NEAR THE EAST 1/4 CORNER OF SEC.
 GG0733'27, T. 27 N., R. 22 E., AND ON THE HIGHWAY RIGHT-OF-WAY.
 GG0733'IT IS 66 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY
 GG0733'59, 66 AND 69 AND A DRIVEWAY WEST, 50 FEET WEST OF THE CENTERLINE
 GG0733'OF THE HIGHWAY, 42 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 GG0733'AND 9 FEET EAST OF A WIRE FENCE AND A WITNESS POST.  THE
 GG0733'MONUMENT IS FLUSH AND THE DISK IS STAMPED NARCISSA 1958.
 GG0733'
 GG0733'TO REACH FROM THE MAIN CROSSROAD IN NARCISSA, GO SOUTH ON
 GG0733'U.S. HIGHWAY 59, 66 AND 69 FOR 0.2 MILE TO THE AZIMUTH MARK
 GG0733'ON THE LEFT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE
 GG0733'TO A DRIVEWAY RIGHT AND THE STATION ON THE RIGHT.
 GG0733'
 GG0733'REFERENCE MARK 1 IS 54 FEET EAST OF THE CENTERLINE OF THE
 GG0733'HIGHWAY, 10 FEET NORTH OF A FENCE CORNER AND 3 FEET WEST
 GG0733'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GG0733'IS STAMPED NARCISSA NO 1 1958.
 GG0733'
 GG0733'REFERENCE MARK 2 IS 59 FEET WEST OF THE CENTERLINE OF THE
 GG0733'HIGHWAY AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT
 GG0733'PROJECTS 2 INCHES AND THE DISK IS STAMPED NARCISSA NO 2
 GG0733'1958.
 GG0733'
 GG0733'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GG0733'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 GG0733'WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GG0733'IS STAMPED NARCISSA 1958.
 GG0733'
 GG0733'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0733
 GG0733                          STATION RECOVERY (1993)
 GG0733
 GG0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GG0733'STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH-SOUTHWEST OF MIAMI, 7.7
 GG0733'KM (4.80 MI) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 44 AND US
 GG0733'HIGHWAYS 59 AND 69 (EXIT 302), 0.8 KM (0.50 MI) SOUTH OF NARCISSA,
 GG0733'ALONG HIGHWAYS 59 AND 69, ON THE RIGHT-OF-WAY, ABOUT 80 M (262.5 FT)
 GG0733'NORTH OF TOP OF A RISE, AT A TRACK ROAD LEADING WEST TO A DESERTED
 GG0733'HOUSE, IN EAST CENTRAL SECTION 27, T 27 N, R 22 E.
 GG0733'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GG0733'TO REACH FROM THE JUNCTION OF US HIGHWAYS 59, 69 AND STATE HIGHWAY 25
 GG0733'IN NARCISSA, GO SOUTH ON HIGHWAYS 59 AND 69 FOR 0.31 KM (0.20 MI) TO
 GG0733'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.51 KM (0.30 MI)
 GG0733'TO STATION ON THE RIGHT JUST BEFORE REACHING A GATED TRACK ROAD RIGHT.
 GG0733'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 2 CM
 GG0733'BELOW GROUND IN LOW WEEDS.  IT IS 15.3 M (50.2 FT) WEST OF, AND LEVEL
 GG0733'WITH THE HIGHWAY CENTER, 12.6 M (41.3 FT) NORTH OF THE TRACK ROAD
 GG0733'CENTER, 3.1 M (10.2 FT) EAST OF A FIBERGLASS WITNESS POST IN THE
 GG0733'RIGHT-OF-WAY FENCE, 7.8 M (25.6 FT) SOUTH-SOUTHEAST OF A CONCRETE
 GG0733'RIGHT-OF-WAY POST, 7.4 M (24.3 FT) NORTH-NORTHEAST OF TELEPHONE
 GG0733'PEDESTAL 4195, 10.2 M (33.5 FT) NORTH-NORTHWEST OF THE WEST END OF A
 GG0733'CONCRETE CULVERT HEADWALL, 11.2 M (36.7 FT) NORTH-NORTHEAST OF THE
 GG0733'NORTH GATEPOST TO A STEEL MESH GATE, 1.1 M (3.6 FT) NORTH OF A ONE
 GG0733'METER TALL WOODEN POST, 1.0 M (3.3 FT) SOUTH OF A ONE METER TALL
 GG0733'WOODEN POST, AND 0.7 M (2.3 FT) EAST OF A METAL OKDOT WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AE8204 ***********************************************************************
 AE8204  HT_MOD      -  This is a Height Modernization Survey Station.
 AE8204  DESIGNATION -  NARCISSA RESET
 AE8204  PID         -  AE8204
 AE8204  STATE/COUNTY-  OK/OTTAWA
 AE8204  COUNTRY     -  US
 AE8204  USGS QUAD   -  MIAMI SW (2018)
 AE8204
 AE8204                         *CURRENT SURVEY CONTROL
 AE8204  ______________________________________________________________________
 AE8204* NAD 83(2011) POSITION- 36 47 37.56850(N) 094 55 38.74765(W)   ADJUSTED
 AE8204* NAD 83(2011) ELLIP HT-   234.825 (meters)        (06/27/12)   ADJUSTED
 AE8204* NAD 83(2011) EPOCH   -  2010.00
 AE8204* NAVD 88 ORTHO HEIGHT -   264.15  (meters)      866.6   (feet) GPS OBS
 AE8204  ______________________________________________________________________
 AE8204  GEOID HEIGHT    -        -29.321 (meters)                     GEOID18
 AE8204  NAD 83(2011) X  -   -439,254.714 (meters)                     COMP
 AE8204  NAD 83(2011) Y  - -5,095,022.182 (meters)                     COMP
 AE8204  NAD 83(2011) Z  -  3,799,230.982 (meters)                     COMP
 AE8204  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 AE8204
 AE8204  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8204  Standards:
 AE8204         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8204            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8204  -------------------------------------------------------------------
 AE8204  NETWORK    0.31   0.67           0.14   0.11   0.34      0.02098341
 AE8204  -------------------------------------------------------------------
 AE8204  Click here for local accuracies and other accuracy information.
 AE8204
 AE8204.The horizontal coordinates were established by GPS observations
 AE8204.and adjusted by the National Geodetic Survey in June 2012.
 AE8204
 AE8204.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8204.been affixed to the stable North American tectonic plate. See 
 AE8204.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8204
 AE8204.The horizontal coordinates are valid at the epoch date displayed above
 AE8204.which is a decimal equivalence of Year/Month/Day.
 AE8204
 AE8204.The orthometric height was determined by GPS observations and a
 AE8204.high-resolution geoid model using precise GPS observation and
 AE8204.processing techniques.
 AE8204
 AE8204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8204.GEOID18 height accuracy estimate available here.
 AE8204
 AE8204.Click photographs - Photos may exist for this station.
 AE8204
 AE8204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8204
 AE8204.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8204
 AE8204.The ellipsoidal height was determined by GPS observations
 AE8204.and is referenced to NAD 83.
 AE8204
 AE8204. The following values were computed from the NAD 83(2011) position.
 AE8204
 AE8204;                    North         East     Units Scale Factor Converg.
 AE8204;SPC OK N     -   203,369.880   874,187.072   MT  1.00000506   +1 48 47.8
 AE8204;SPC OK N     -   667,222.68  2,868,062.09   sFT  1.00000506   +1 48 47.8
 AE8204;UTM  15      - 4,073,727.681   328,033.569   MT  0.99996433   -1 09 16.9
 AE8204
 AE8204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8204!SPC OK N     -   0.99996315  x   1.00000506  =   0.99996821
 AE8204!UTM  15      -   0.99996315  x   0.99996433  =   0.99992748
 AE8204
 AE8204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2803373727(NAD 83)
 AE8204
 AE8204                          SUPERSEDED SURVEY CONTROL
 AE8204
 AE8204  NAD 83(2007)-  36 47 37.56855(N)    094 55 38.74835(W) AD(2002.00) 0
 AE8204  ELLIP H (02/10/07)  234.848  (m)                       GP(2002.00)    
 AE8204  ELLIP H (02/11/04)  234.893  (m)                       GP(       ) 4 1
 AE8204  NAD 83(1997)-  36 47 37.56851(N)    094 55 38.74876(W) AD(       ) B
 AE8204  ELLIP H (03/31/98)  234.888  (m)                       GP(       ) 3 1
 AE8204  NAVD 88 (02/11/04)  264.2    (m)  GEOID99  model used  GPS OBS        
 AE8204  NAVD 88 (03/31/98)  264.1    (m)  GEOID96  model used  GPS OBS        
 AE8204
 AE8204.Superseded values are not recommended for survey control.
 AE8204
 AE8204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8204.See file dsdata.pdf to determine how the superseded data were derived.
 AE8204
 AE8204_MARKER: F = FLANGE-ENCASED ROD
 AE8204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8204_STAMPING: NARCISSA RESET 1995
 AE8204_MARK LOGO: OKDOT
 AE8204_PROJECTION: RECESSED 10 CENTIMETERS
 AE8204_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8204+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2023
 AE8204_ROD/PIPE-DEPTH: 10.0 meters
 AE8204_SLEEVE-DEPTH  : 1.00 meters
 AE8204
 AE8204  HISTORY     - Date     Condition        Report By
 AE8204  HISTORY     - 1995     MONUMENTED       OKDOT
 AE8204  HISTORY     - 20021217 GOOD             OKDOT
 AE8204  HISTORY     - 20030723 GOOD             OKDOT
 AE8204  HISTORY     - 20110914 GOOD             GEOCAC
 AE8204  HISTORY     - 20231204 GOOD             OKDOT
 AE8204
 AE8204                          STATION DESCRIPTION
 AE8204
 AE8204'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995
 AE8204'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH-SOUTHWEST OF MIAMI,
 AE8204'7.7 KM (4.80 MI) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 44 AND
 AE8204'U.S.  HIGHWAYS 59 AND 69 (EXIT 302) , 0.8 KM (0.50 MI) SOUTH OF
 AE8204'NARCISSA, IN THE RIGHT-OF-WAY, JUST NORTH OF A TRACK ROAD LEADING WEST
 AE8204'TO AN ABANDONED HOUSE, IN EAST CENTRAL SECTION 27, T27N, R22E.
 AE8204'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 AE8204'JUNCTION OF U.S.  HIGHWAYS 59 AND 69 AND STATE HIGHWAY 25 IN NARCISSA,
 AE8204'GO SOUTH ON U.S.  HIGHWAYS 59 AND 69 FOR 0.5 MI (0.8 KM) TO THE
 AE8204'STATION ON THE RIGHT JUST BEFORE REACHING A GATED TRACK ROAD.  IT IS
 AE8204'22.3 M (73.2 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTER, 13.4 M
 AE8204'(44.0 FT) NORTH OF THE CENTER OF THE TRACK ROAD GATE, 11.5 M (37.7 FT)
 AE8204'NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT HEADWALL, 11.1
 AE8204'M (36.4 FT) NORTHEAST OF A WOODEN UTILITY POLE, 8.4 M (27.6 FT) NORTH
 AE8204'OF A FENCE T-JUNCTION, 1.0 M (3.3 FT) NORTHWEST OF A 1 METER (3.3 FT)
 AE8204'TALL WOODEN POST, 1.0 M (3.3 FT) SOUTHWEST OF A 1 METER (3.3 FT) TALL
 AE8204'WOODEN POST, 0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST IN THE
 AE8204'RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT) EAST OF A METAL OKDOT WITNESS
 AE8204'POST.  NOTE-- THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 AE8204'STAINLESS STEEL ROD, ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP
 AE8204'SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE8204'LOGO CAP.  NOTE--THIS STATION WAS ESTABLISHED IN THE VICINITY OF
 AE8204'STATION NARCISSA (PID GG0733) BY OKDOT AS A REPLACEMENT FOR THE
 AE8204'STATION WHICH WAS REPORTEDLY DESTROYED.  BY D.L.  NOCK.
 AE8204
 AE8204                          STATION RECOVERY (2002)
 AE8204
 AE8204'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DKS)
 AE8204'RECOVERED IN GOOD CONDITION.
 AE8204
 AE8204                          STATION RECOVERY (2003)
 AE8204
 AE8204'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (JAK)
 AE8204'RECOVERED AS DESCRIBED.
 AE8204
 AE8204                          STATION RECOVERY (2011)
 AE8204
 AE8204'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 AE8204'THE LOGO CAP LID IS MISSING.
 AE8204
 AE8204                          STATION RECOVERY (2023)
 AE8204
 AE8204'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 AE8204'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0700 ***********************************************************************
 GH0700  DESIGNATION -  NARDIN CLYDE COOP ASSN ELEV
 GH0700  PID         -  GH0700
 GH0700  STATE/COUNTY-  OK/KAY
 GH0700  COUNTRY     -  US
 GH0700  USGS QUAD   -  NARDIN (2018)
 GH0700
 GH0700                         *CURRENT SURVEY CONTROL
 GH0700  ______________________________________________________________________
 GH0700* NAD 83(1997) POSITION- 36 48 12.34405(N) 097 26 45.13834(W)   ADJUSTED
 GH0700  ______________________________________________________________________
 GH0700  GEOID HEIGHT    -        -28.503 (meters)                     GEOID18
 GH0700  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 GH0700  HORZ ORDER      -  THIRD
 GH0700
 GH0700.The horizontal coordinates were established by classical geodetic methods
 GH0700.and adjusted by the National Geodetic Survey in October 1998.
 GH0700
 GH0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0700.GEOID18 height accuracy estimate available here.
 GH0700
 GH0700.Click photographs - Photos may exist for this station.
 GH0700
 GH0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0700
 GH0700. The following values were computed from the NAD 83(1997) position.
 GH0700
 GH0700;                    North         East     Units Scale Factor Converg.
 GH0700;SPC OK N     -   200,243.971   649,450.634   MT  1.00000691   +0 19 37.3
 GH0700;SPC OK N     -   656,967.09  2,130,739.29   sFT  1.00000691   +0 19 37.3
 GH0700;UTM  14      - 4,074,193.045   638,640.211   MT  0.99983680   +0 55 52.3
 GH0700
 GH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3864074193(NAD 83)
 GH0700
 GH0700                          SUPERSEDED SURVEY CONTROL
 GH0700
 GH0700  NAD 83(1993)-  36 48 12.34535(N)    097 26 45.13794(W) AD(       ) 3
 GH0700  NAD 83(1986)-  36 48 12.35344(N)    097 26 45.12782(W) AD(       ) 3
 GH0700  NAD 27      -  36 48 12.24378(N)    097 26 43.96249(W) AD(       ) 3
 GH0700
 GH0700.Superseded values are not recommended for survey control.
 GH0700
 GH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0700.See file dsdata.pdf to determine how the superseded data were derived.
 GH0700
 GH0700_MARKER: 65 = GRAIN ELEVATOR
 GH0700
 GH0700  HISTORY     - Date     Condition        Report By
 GH0700  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0700
 GH0700                          STATION DESCRIPTION
 GH0700
 GH0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0700'THE STATION IS THE DUST COLLECTOR ON THE APEX OF THE HEADHOUSE OF
 GH0700'THE ELEVATOR.  IT IS LOCATED IN THE SOUTH EDGE OF NARDIN ABOUT
 GH0700'0.5 MILE SOUTH OF STATE HIGHWAY 11.  IT IS A CONCRETE
 GH0700'STRUCTURE, WHITE IN COLOR, AND 145 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0698 ***********************************************************************
 GH0698  DESIGNATION -  NARDIN RESET
 GH0698  PID         -  GH0698
 GH0698  STATE/COUNTY-  OK/KAY
 GH0698  COUNTRY     -  US
 GH0698  USGS QUAD   -  NARDIN (2018)
 GH0698
 GH0698                         *CURRENT SURVEY CONTROL
 GH0698  ______________________________________________________________________
 GH0698* NAD 83(1997) POSITION- 36 47 48.10680(N) 097 25 10.39270(W)   ADJUSTED
 GH0698* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 GH0698  ______________________________________________________________________
 GH0698  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 GH0698  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 GH0698  HORZ ORDER      -  FIRST
 GH0698
 GH0698.The horizontal coordinates were established by classical geodetic methods
 GH0698.and adjusted by the National Geodetic Survey in October 1998.
 GH0698
 GH0698.The orthometric height was scaled from a topographic map.
 GH0698
 GH0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0698.GEOID18 height accuracy estimate available here.
 GH0698
 GH0698.Click photographs - Photos may exist for this station.
 GH0698
 GH0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0698
 GH0698. The following values were computed from the NAD 83(1997) position.
 GH0698
 GH0698;                    North         East     Units Scale Factor Converg.
 GH0698;SPC OK N     -   199,510.564   651,803.724   MT  1.00000562   +0 20 33.2
 GH0698;SPC OK N     -   654,560.91  2,138,459.38   sFT  1.00000562   +0 20 33.2
 GH0698;UTM  14      - 4,073,484.609   641,000.514   MT  0.99984493   +0 56 48.5
 GH0698
 GH0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0698!SPC OK N     -   0.99995252  x   1.00000562  =   0.99995814
 GH0698!UTM  14      -   0.99995252  x   0.99984493  =   0.99979746
 GH0698
 GH0698:                Primary Azimuth Mark                     Grid Az
 GH0698:SPC OK N     -  NARDIN AZ MK                             318 46 49.5
 GH0698:UTM  14      -  NARDIN AZ MK                             318 10 34.2
 GH0698
 GH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4100073484(NAD 83)
 GH0698
 GH0698|---------------------------------------------------------------------|
 GH0698| PID    Reference Object                     Distance      Geod. Az  |
 GH0698|                                                           dddmmss.s |
 GH0698| CL5823 NARDIN RM 1                          24.449 METERS 00740     |
 GH0698| GH0696 BLACKWELL ZINC CO WATER TANK        APPROX. 9.9 KM 0834020.7 |
 GH0698| GH0692 BLACKWELL ZINC CO STACK             APPROX.10.2 KM 0835020.5 |
 GH0698| GH0697 BLACKWELL KAY REA COOP MAST         APPROX.12.3 KM 0841317.8 |
 GH0698| CL5825 NARDIN RM 3                          20.903 METERS 10738     |
 GH0698| GH0680 TONKAWA EAST MUNICIPAL TANK         APPROX.16.6 KM 1402528.7 |
 GH0698| GH0684 TONKAWA FARMERS COOP ELEVATOR       APPROX.16.6 KM 1424422.2 |
 GH0698| CL5824 NARDIN RM 2                          21.954 METERS 25049     |
 GH0698| GH0826 DEER CREEK CLYDE COOP ELEV          APPROX. 8.8 KM 2750340.1 |
 GH0698| GH0828 DEER CREEK MUNICIPAL TANK           APPROX. 9.1 KM 2771413.8 |
 GH0698| GH0700 NARDIN CLYDE COOP ASSN ELEV         APPROX. 2.5 KM 2873913.7 |
 GH0698| CL5822 NARDIN AZ MK                                       3190722.7 |
 GH0698|---------------------------------------------------------------------|
 GH0698
 GH0698                          SUPERSEDED SURVEY CONTROL
 GH0698
 GH0698  NAD 83(1993)-  36 47 48.10804(N)    097 25 10.39217(W) AD(       ) 1
 GH0698  NAD 83(1986)-  36 47 48.11632(N)    097 25 10.38230(W) AD(       ) 1
 GH0698  NAD 27      -  36 47 48.00404(N)    097 25 09.21675(W) AD(       ) 1
 GH0698
 GH0698.Superseded values are not recommended for survey control.
 GH0698
 GH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0698.See file dsdata.pdf to determine how the superseded data were derived.
 GH0698
 GH0698_MARKER: DS = TRIANGULATION STATION DISK
 GH0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0698_STAMPING: NARDIN 1958 1970
 GH0698_MARK LOGO: CGS
 GH0698_PROJECTION: FLUSH
 GH0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0698+STABILITY: SURFACE MOTION
 GH0698
 GH0698  HISTORY     - Date     Condition        Report By
 GH0698  HISTORY     - 1958     MONUMENTED       CGS
 GH0698  HISTORY     - 1963     GOOD             CGS
 GH0698  HISTORY     - 1970     SEE DESCRIPTION  NGS
 GH0698
 GH0698                          STATION DESCRIPTION
 GH0698
 GH0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0698'STATION IS ABOUT 7-1/2 MILES WEST OF BLACKWELL, 1-1/2 MILES
 GH0698'EAST AND 1/2 MILE SOUTH OF NARDIN, IN THE SOUTHEAST 1/4 OF
 GH0698'THE SOUTHWEST 1/4 OF SECTION 21, T 27 N, R 2 W AND ON LAND
 GH0698'OWNED AND OCCUPIED BY MR. ROY WASSON.
 GH0698'
 GH0698'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 177 AND STATE
 GH0698'HIGHWAY 11, IN THE NORTH EDGE OF BLACKWELL, GO WEST ON STATE
 GH0698'HIGHWAY 11 FOR 6.85 MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH
 GH0698'ON DIRT ROAD FOR 1 MILE TO CROSSROADS.  TURN RIGHT AND GO
 GH0698'WEST ON DIRT ROAD FOR 0.6 MILE TO HOUSE AND STATION ON RIGHT.
 GH0698'CONTINUE WEST FOR 0.4 MILE TO CROSSROADS.  TURN RIGHT AND
 GH0698'GO NORTH ON DIRT ROAD FOR 0.5 MILE TO RAILROAD TRACK CROSSING
 GH0698'AND AZIMUTH MARK ON LEFT IN THE SOUTHWEST ANGLE OF
 GH0698'INTERSECTION.
 GH0698'
 GH0698'STATION MARKS ARE STANDARD DISKS, STAMPED NARDIN 1958.
 GH0698'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0698'35 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE
 GH0698'TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH IS FLUSH WITH
 GH0698'GROUND SURFACE.  IT IS 179 FEET SOUTH OF A CONCRETE
 GH0698'WINDMILL FOUNDATION CENTER, 54 FEET NORTH OF ROAD CENTER,
 GH0698'23 FEET NORTH OF AN EAST-WEST RIGHT-OF-WAY FENCELINE AND
 GH0698'11 FEET WEST OF A NORTH-SOUTH FENCELINE.
 GH0698'
 GH0698'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NARDIN NO 1
 GH0698'1958.  IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE
 GH0698'POST WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 184 FEET
 GH0698'NORTH OF ROAD CENTER, 153 FEET NORTH OF EAST-WEST
 GH0698'RIGHT-OF-WAY FENCELINE, 99 FEET SOUTH OF WINDMILL FOUNDATION
 GH0698'AND 1 FOOT WEST OF THE NORTH-SOUTH FENCELINE.
 GH0698'
 GH0698'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NARDIN NO 2
 GH0698'1958.  IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE
 GH0698'POST WHICH PROJECTS 4 INCHES.  IT IS 204 FEET SOUTH-SOUTHWEST
 GH0698'OF WINDMILL FOUNDATION, 79 FEET WEST OF NORTH-SOUTH FENCELINE,
 GH0698'32 FEET NORTH OF ROAD CENTER AND 2 FEET NORTHEAST OF A
 GH0698'POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 GH0698'2 FEET WEST OF THE MARK.
 GH0698'
 GH0698'AZIMUTH MARK IS A STANDARD DISK, STAMPED NARDIN 1958.  IT
 GH0698'IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 GH0698'PROJECTS 4 INCHES.  IT IS 70 FEET WEST OF ROAD CENTER, 47.5
 GH0698'FEET SOUTH OF THE SOUTH RAIL OF EAST-WEST RAILROAD TRACK,
 GH0698'41 FEET WEST OF A FENCE CORNERPOST, 23 FEET EAST OF A
 GH0698'TELEPHONE POLE AND 2 FEET WEST OF A WHITE WITNESS POST.
 GH0698'
 GH0698'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GH0698
 GH0698                          STATION RECOVERY (1963)
 GH0698
 GH0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0698'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN 1958.
 GH0698'
 GH0698'HEIGHT OF TOWER - 77 FEET.
 GH0698
 GH0698                          STATION RECOVERY (1970)
 GH0698
 GH0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GH0698'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND TILTED
 GH0698'OUT OF POSITION AND WERE REMOVED FROM A CULTIVATED FIELD
 GH0698'AT THE REQUEST OF THE PROPERTY OWNER MR. ELWOOD SNEATH.  THE
 GH0698'UNDERGROUND STATION MARK, REFERENCE MARK NO. 2, AND THE
 GH0698'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GH0698'THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY
 GH0698'0.04 FEET AND THE DIRECTION BETWEEN THE AZIMUTH MARK AND
 GH0698'REFERENCE MARK NO. 2 FAILED TO CHECK BY 4 MINUTES 49 SECONDS.
 GH0698'
 GH0698'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 GH0698'UNDERGROUND MARK AND ALSO REFERENCE MARK NO. 3 WAS SET.
 GH0698'
 GH0698'FOLLOWING IS A NEW DESCRIPTION.
 GH0698'
 GH0698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 177
 GH0698'AND STATE HIGHWAY 11 AT THE NORTH EDGE OF BLACKWELL, GO WEST
 GH0698'ON STATE HIGHWAY 11 FOR 6.85 MILES TO A CROSSROAD.  TURN
 GH0698'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 GH0698'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.6 MILE TO
 GH0698'THE STATION ON THE RIGHT ABOUT 400 FEET WEST-SOUTHWEST OF MR.
 GH0698'SNEATHS HOUSE.  (CONTINUE WEST ON THE GRAVELED ROAD FOR
 GH0698'0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT
 GH0698'ROAD FOR 0.5 MILE TO A RAILROAD CROSSING AND THE AZIMUTH
 GH0698'MARK IN THE SOUTHWEST ANGLE OF INTERSECTION).
 GH0698'
 GH0698'STATION SURFACE MARK, A STANDARD DISK STAMPED NARDIN 1958 1970,
 GH0698'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 15
 GH0698'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 179 FEET SOUTH
 GH0698'OF A CONCRETE WINDMILL FOUNDATION CENTER, 54 FEET NORTH
 GH0698'OF THE CENTER OF A GRAVELED ROAD, 72.5 FEET EAST-NORTHEAST
 GH0698'OF A METAL WITNESS POST, AND 23 FEET NORTH OF A FENCE.  THE
 GH0698'UNDERGROUND DISK IS STAMPED NARDIN 1958, SET IN THE TOP OF AN
 GH0698'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 GH0698'GROUND.
 GH0698'
 GH0698'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NARDIN NO. 2
 GH0698'1958, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GH0698'PROJECTS 6 INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF A
 GH0698'GRAVELED ROAD, 2 FEET NORTHEAST OF A POWERLINE POLE, 2 FEET
 GH0698'EAST OF A WOODEN WITNESS POST, AND 1.5 FEET NORTH OF A
 GH0698'METAL WITNESS POST.
 GH0698'
 GH0698'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NARDIN 1958
 GH0698'NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 GH0698'WHICH PROJECTS 3 INCHES.  IT IS 31 FEET NORTH OF THE CENTER
 GH0698'OF A GRAVELED ROAD, 47.5 FEET EAST OF THE EAST BRACE POST
 GH0698'IN FENCELINE, AND 1 FOOT NORTH OF A FENCE.
 GH0698'
 GH0698'AZIMUTH MARK, A STANDARD DISK STAMPED NARDIN 1958, IS SET
 GH0698'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GH0698'IT IS 70 FEET WEST OF THE CENTER OF A DIRT ROAD, 47.5 FEET
 GH0698'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 41 FEET WEST
 GH0698'OF A FENCE CORNER POST, 23 FEET EAST OF A TELEPHONE POLE,
 GH0698'2 FEET WEST OF A WOODEN WITNESS POST, AND 1 FOOT WEST OF A
 GH0698'METAL WITNESS POST.
 GH0698'
 GH0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GH0698'7-1/2 MILES WEST OF BLACKWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0981 ***********************************************************************
 GH0981  DESIGNATION -  NASH
 GH0981  PID         -  GH0981
 GH0981  STATE/COUNTY-  OK/PAYNE
 GH0981  COUNTRY     -  US
 GH0981  USGS QUAD   -  RIPLEY (2018)
 GH0981
 GH0981                         *CURRENT SURVEY CONTROL
 GH0981  ______________________________________________________________________
 GH0981* NAD 83(1993) POSITION- 36 07 18.30521(N) 096 55 32.14185(W)   ADJUSTED
 GH0981* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 GH0981  ______________________________________________________________________
 GH0981  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 GH0981  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 GH0981  HORZ ORDER      -  SECOND
 GH0981
 GH0981.The horizontal coordinates were established by classical geodetic methods
 GH0981.and adjusted by the National Geodetic Survey in November 1994.
 GH0981
 GH0981.The orthometric height was scaled from a topographic map.
 GH0981
 GH0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0981.GEOID18 height accuracy estimate available here.
 GH0981
 GH0981.Click photographs - Photos may exist for this station.
 GH0981
 GH0981.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0981
 GH0981. The following values were computed from the NAD 83(1993) position.
 GH0981
 GH0981;                    North         East     Units Scale Factor Converg.
 GH0981;SPC OK N     -   124,996.574   696,715.976   MT  0.99994573   +0 38 02.6
 GH0981;SPC OK N     -   410,092.93  2,285,809.00   sFT  0.99994573   +0 38 02.6
 GH0981;UTM  14      - 3,999,445.338   686,685.943   MT  1.00002944   +1 13 23.6
 GH0981
 GH0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0981!SPC OK N     -   0.99995608  x   0.99994573  =   0.99990181
 GH0981!UTM  14      -   0.99995608  x   1.00002944  =   0.99998551
 GH0981
 GH0981:                Primary Azimuth Mark                     Grid Az
 GH0981:SPC OK N     -  NASH AZ MK                               127 37 28.2
 GH0981:UTM  14      -  NASH AZ MK                               127 02 07.2
 GH0981
 GH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8668599445(NAD 83)
 GH0981
 GH0981|---------------------------------------------------------------------|
 GH0981| PID    Reference Object                     Distance      Geod. Az  |
 GH0981|                                                           dddmmss.s |
 GH0981| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX. 8.6 KM 0010807.8 |
 GH0981| CI2622 NASH RM 2                            39.664 METERS 08903     |
 GH0981| CI2620 NASH AZ MK                                         1281530.8 |
 GH0981| GH0980 RIPLEY MUNICIPAL TANK               APPROX.11.8 KM 1692226.6 |
 GH0981| CI2621 NASH RM 1                            36.792 METERS 35902     |
 GH0981|---------------------------------------------------------------------|
 GH0981
 GH0981                          SUPERSEDED SURVEY CONTROL
 GH0981
 GH0981  NAD 83(1986)-  36 07 18.31645(N)    096 55 32.12558(W) AD(       ) 2
 GH0981  NAD 27      -  36 07 18.11485(N)    096 55 31.01469(W) AD(       ) 2
 GH0981
 GH0981.Superseded values are not recommended for survey control.
 GH0981
 GH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0981.See file dsdata.pdf to determine how the superseded data were derived.
 GH0981
 GH0981_MARKER: DS = TRIANGULATION STATION DISK
 GH0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0981_STAMPING: NASH 1938
 GH0981_MARK LOGO: CGS
 GH0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0981+STABILITY: SURFACE MOTION
 GH0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0981+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2016
 GH0981
 GH0981  HISTORY     - Date     Condition        Report By
 GH0981  HISTORY     - 1938     MONUMENTED       CGS
 GH0981  HISTORY     - 1954     GOOD             CGS
 GH0981  HISTORY     - 20161121 GOOD             OKDOT
 GH0981
 GH0981                          STATION DESCRIPTION
 GH0981
 GH0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0981'ABOUT 7.5 MILES AIR LINE EAST OF STILLWATER AND ABOUT 7.5 MILES
 GH0981'AIR LINE SOUTH OF GLENCOE, IN THE SOUTHWEST QUARTER OF SECTION
 GH0981'18, T. 19 N., R. 4 E., ON THE PROPERTY OF MR. NASH.  IT IS
 GH0981'IN AN EAST-WEST BOUNDARY-LINE FENCE BETWEEN PASTURE LAND AND
 GH0981'CULTIVATED FIELD, ABOUT 0.2 MILE NORTH OF THE NASH HOME AND
 GH0981'ABOUT 100 FEET EAST OF THE CENTER OF A NORTH-SOUTH SECTION
 GH0981'LINE ROAD, NEAR A SMALL PATCH OF SCRUB OAK BRUSH.
 GH0981'
 GH0981'TO REACH FROM MAIN STREET IN STILLWATER GO EAST ON STATE
 GH0981'HIGHWAY 51 FOR 6.3 MILES TO WHERE HIGHWAY MAKES A SWEEPING
 GH0981'CURVE TO THE NORTHEAST, THENCE LEAVE HIGHWAY AND CONTINUE
 GH0981'STRAIGHT AHEAD (EAST) ON GRAVEL ROAD 0.7 MILE TO CROSSROAD,
 GH0981'THENCE LEFT, (NORTH) 0.7 MILE TO THE NASH HOUSE ON THE RIGHT.
 GH0981'PASS THROUGH YARD AND BARNYARD AND FOLLOW TRAIL ROAD ALONG
 GH0981'WEST PASTURE FENCE 0.2 MILE TO THE NORTHWEST CORNER OF PASTURE
 GH0981'AND STATION.
 GH0981'
 GH0981'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0981'BRONZE DISKS IN CONCRETE.
 GH0981'
 GH0981'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHEAST OF THE STATION IN
 GH0981'THE FENCE CORNER OF THE SOUTHEAST CORNER OF PASTURE.
 GH0981'
 GH0981'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 GH0981
 GH0981                          STATION RECOVERY (1954)
 GH0981
 GH0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0981'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 GH0981'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GH0981'
 GH0981'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 18, T. 19 N., R.
 GH0981'4 E. ON PROPERTY OWNED BY MR. J.C. GRANT.  IT IS 7-1/2 MILES
 GH0981'EAST OF STILLWATER, IT IS 7-1/2 MILES SOUTH OF GLENCOE, 0.2 MILE
 GH0981'NORTH OF MR. GRANTS FARMYARD AND IN THE NORTHWEST CORNER OF A
 GH0981'PASTURE.
 GH0981'
 GH0981'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 40 IN
 GH0981'STILLWATER GO EAST ON STATE HIGHWAY 51 FOR 6.5 MILES TO A
 GH0981'POINT WHERE THE HIGHWAY CURVES TO THE NORTHEAST, CONTINUE
 GH0981'STRAIGHT AHEAD AND GO EAST ON THE DIRT ROAD FOR 0.7 MILE TO
 GH0981'A CROSSROAD, TURN LEFT AND GO NORTH 0.35 MILE TO THE STATION
 GH0981'ON THE RIGHT.
 GH0981'
 GH0981'THE STATION MARK IS 125 FEET EAST OF THE CENTER OF THE
 GH0981'NORTH-SOUTH DIRT ROAD, 124 FEET SOUTH OF AN EAST-WEST BARBED-WIRE
 GH0981'FENCE, 108 FEET EAST OF A BARBED WIRE FENCE, 2.5 FEET SOUTHWEST
 GH0981'OF A WITNESS POST AND PROJECTS 1 INCH.  THE DISK IS STAMPED
 GH0981'NASH 1938.
 GH0981'
 GH0981'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 4 FEET SOUTH
 GH0981'OF THE BARBED-WIRE FENCE AND PROJECTS 8 INCHES.  THE DISK IS
 GH0981'STAMPED NASH NO 1 1938.
 GH0981'
 GH0981'REFERENCE MARK NO. 2, EAST OF THE STATION, IS AT THE WEST EDGE
 GH0981'OF A NORTH-SOUTH RIDGE WHICH IS ABOUT 6 FEET WIDE AND 1
 GH0981'FOOT HIGH.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GH0981'NASH NO 2 1938.
 GH0981'
 GH0981'THE AZIMUTH MARK, 0.6 MILE SOUTHEAST OF THE STATION, IS ABOUT
 GH0981'350 FEET NORTH OF AN EAST-WEST DIRT ROAD, 325 FEET SOUTH OF SOME
 GH0981'SMALL, SILVER OIL TANKS, 30 FEET WEST OF A NORTH-SOUTH BARBED-WIRE
 GH0981'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST AND PROJECTS 4 INCHES.
 GH0981'THE DISK IS STAMPED NASH 1938.
 GH0981'
 GH0981'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GH0981'THE DIRT ROAD FOR 0.35 MILE TO A CROSSROAD, TURN LEFT AND GO
 GH0981'EAST FOR 0.4 MILE TO A NORTH-SOUTH FENCE ON THE LEFT.  WALK
 GH0981'NORTH ALONG THE FENCE ABOUT 350 FEET TO THE MARK.
 GH0981
 GH0981                          STATION RECOVERY (2016)
 GH0981
 GH0981'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0981'CANOPY OF LARGE OAK TREES MAKES MARK NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0499 ***********************************************************************
 GJ0499  DESIGNATION -  NASH
 GJ0499  PID         -  GJ0499
 GJ0499  STATE/COUNTY-  OK/GRANT
 GJ0499  COUNTRY     -  US
 GJ0499  USGS QUAD   -  NASH (2018)
 GJ0499
 GJ0499                         *CURRENT SURVEY CONTROL
 GJ0499  ______________________________________________________________________
 GJ0499* NAD 83(1997) POSITION- 36 38 03.68549(N) 098 06 24.17263(W)   ADJUSTED
 GJ0499* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 GJ0499  ______________________________________________________________________
 GJ0499  GEOID HEIGHT    -        -27.801 (meters)                     GEOID18
 GJ0499  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 GJ0499  HORZ ORDER      -  THIRD
 GJ0499
 GJ0499.The horizontal coordinates were established by classical geodetic methods
 GJ0499.and adjusted by the National Geodetic Survey in October 1998.
 GJ0499
 GJ0499.The orthometric height was scaled from a topographic map.
 GJ0499
 GJ0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0499.GEOID18 height accuracy estimate available here.
 GJ0499
 GJ0499.Click photographs - Photos may exist for this station.
 GJ0499
 GJ0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0499
 GJ0499. The following values were computed from the NAD 83(1997) position.
 GJ0499
 GJ0499;                    North         East     Units Scale Factor Converg.
 GJ0499;SPC OK N     -   181,345.943   590,456.071   MT  0.99997853   -0 03 46.7
 GJ0499;SPC OK N     -   594,965.81  1,937,187.96   sFT  0.99997853   -0 03 46.7
 GJ0499;UTM  14      - 4,054,683.158   579,860.918   MT  0.99967857   +0 31 59.0
 GJ0499
 GJ0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0499!SPC OK N     -   0.99994172  x   0.99997853  =   0.99992026
 GJ0499!UTM  14      -   0.99994172  x   0.99967857  =   0.99962031
 GJ0499
 GJ0499:                Primary Azimuth Mark                     Grid Az
 GJ0499:SPC OK N     -  NASH AZ MK                               062 16 43.0
 GJ0499:UTM  14      -  NASH AZ MK                               061 40 57.3
 GJ0499
 GJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7986054683(NAD 83)
 GJ0499
 GJ0499|---------------------------------------------------------------------|
 GJ0499| PID    Reference Object                     Distance      Geod. Az  |
 GJ0499|                                                           dddmmss.s |
 GJ0499| CK9501 NASH RM 1                            10.020 METERS 04024     |
 GJ0499| GJ0498 NASH MUNICIPAL WATER TANK           APPROX. 5.8 KM 0584509.7 |
 GJ0499| CK9500 NASH AZ MK                                         0621256.3 |
 GJ0499| CK9502 NASH RM 2                             9.886 METERS 20702     |
 GJ0499|---------------------------------------------------------------------|
 GJ0499
 GJ0499                          SUPERSEDED SURVEY CONTROL
 GJ0499
 GJ0499  NAD 83(1993)-  36 38 03.68599(N)    098 06 24.17298(W) AD(       ) 3
 GJ0499  NAD 83(1986)-  36 38 03.69084(N)    098 06 24.16103(W) AD(       ) 3
 GJ0499  NAD 27      -  36 38 03.57942(N)    098 06 22.92114(W) AD(       ) 3
 GJ0499
 GJ0499.Superseded values are not recommended for survey control.
 GJ0499
 GJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0499.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0499
 GJ0499_MARKER: DS = TRIANGULATION STATION DISK
 GJ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0499_STAMPING: NASH 1951
 GJ0499_MARK LOGO: CGS
 GJ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0499+STABILITY: SURFACE MOTION
 GJ0499
 GJ0499  HISTORY     - Date     Condition        Report By
 GJ0499  HISTORY     - 1951     MONUMENTED       CGS
 GJ0499
 GJ0499                          STATION DESCRIPTION
 GJ0499
 GJ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0499'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF NASH AND IS ON
 GJ0499'LAND OWNED BY MRS. MCMARTIN.  IT IS SITUATED AT THE HIGHEST POINT OF
 GJ0499'A LOW HILL, 4 FEET WEST OF A FENCE LINE AND A WITNESS POST WHICH IS
 GJ0499'IN THE FENCE LINE.  IT IS STAMPED NASH 1951 AND PROJECTS 2 INCHES
 GJ0499'ABOVE THE SURFACE OF THE GROUND.
 GJ0499'
 GJ0499'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE.  IT IS STAMPED NASH
 GJ0499'NO 1 1951 AND PROJECTS 1 INCH ABOVE THE GROUND.
 GJ0499'
 GJ0499'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE.  IT IS STAMPED NASH
 GJ0499'NO 2 1951 AND PROJECTS 1 INCH ABOVE THE GROUND.
 GJ0499'
 GJ0499'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS 64.9
 GJ0499'FEET.
 GJ0499'
 GJ0499'THE AZIMUTH MARK IS LOCATED IN A FENCE LINE, 23 FEET SOUTH FROM THE
 GJ0499'CENTER OF A DIRT ROAD, 8 FEET WEST OF A WIRE GATE AND 4 FEET WEST OF
 GJ0499'A WITNESS POST.  IT IS STAMPED NASH 1951 AND PROJECTS 2 INCHES ABOVE
 GJ0499'THE GROUND.
 GJ0499'
 GJ0499'TO REACH FROM THE POST OFFICE IN NASH, GO WEST ON U. S. HIGHWAY NO.
 GJ0499'64 FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 2.0
 GJ0499'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 1.5 MILES TO A
 GJ0499'WIRE GATE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  PASS
 GJ0499'THROUGH GATE AND GO SOUTHWEST THROUGH PASTURE FOR 0.25 MILE TO A
 GJ0499'NORTHEAST FENCE CORNER, KEEP RIGHT AND GO WEST ALONG NORTH SIDE
 GJ0499'OF FENCE FOR 0.1 MILE TO ANOTHER FENCE CORNER, THENCE TURN LEFT AND
 GJ0499'GO SOUTHWEST 0.05 MILE TO THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0498 ***********************************************************************
 GJ0498  DESIGNATION -  NASH MUNICIPAL WATER TANK
 GJ0498  PID         -  GJ0498
 GJ0498  STATE/COUNTY-  OK/GRANT
 GJ0498  COUNTRY     -  US
 GJ0498  USGS QUAD   -  NASH (2018)
 GJ0498
 GJ0498                         *CURRENT SURVEY CONTROL
 GJ0498  ______________________________________________________________________
 GJ0498* NAD 83(1997) POSITION- 36 39 40.48960(N) 098 03 06.04863(W)   ADJUSTED
 GJ0498  ______________________________________________________________________
 GJ0498  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 GJ0498  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 GJ0498  HORZ ORDER      -  THIRD
 GJ0498
 GJ0498.The horizontal coordinates were established by classical geodetic methods
 GJ0498.and adjusted by the National Geodetic Survey in October 1998.
 GJ0498
 GJ0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0498.GEOID18 height accuracy estimate available here.
 GJ0498
 GJ0498.Click photographs - Photos may exist for this station.
 GJ0498
 GJ0498.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0498
 GJ0498. The following values were computed from the NAD 83(1997) position.
 GJ0498
 GJ0498;                    North         East     Units Scale Factor Converg.
 GJ0498;SPC OK N     -   184,325.884   595,379.616   MT  0.99998246   -0 01 49.8
 GJ0498;SPC OK N     -   604,742.50  1,953,341.29   sFT  0.99998246   -0 01 49.8
 GJ0498;UTM  14      - 4,057,713.286   584,751.726   MT  0.99968849   +0 33 58.5
 GJ0498
 GJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8475157713(NAD 83)
 GJ0498
 GJ0498                          SUPERSEDED SURVEY CONTROL
 GJ0498
 GJ0498  NAD 83(1993)-  36 39 40.49012(N)    098 03 06.04897(W) AD(       ) 3
 GJ0498  NAD 83(1986)-  36 39 40.49491(N)    098 03 06.03729(W) AD(       ) 3
 GJ0498  NAD 27      -  36 39 40.38381(N)    098 03 04.80404(W) AD(       ) 3
 GJ0498
 GJ0498.Superseded values are not recommended for survey control.
 GJ0498
 GJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0498.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0498
 GJ0498_MARKER: 53 = ELEVATED TANK
 GJ0498
 GJ0498  HISTORY     - Date     Condition        Report By
 GJ0498  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0498
 GJ0498                          STATION DESCRIPTION
 GJ0498
 GJ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0498'THE STATION IS LOCATED ON A HILL AT THE SOUTH EDGE OF TOWN, ABOUT 300
 GJ0498'FEET EAST OF THE NASH HIGH SCHOOL.
 GJ0498'
 GJ0498'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 GJ0498'HAS AN OVERALL HEIGHT OF 150 FEET.
 GJ0498'
 GJ0498'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1170 ***********************************************************************
 FH1170  DESIGNATION -  NATURA COMMUNITY STANDPIPE
 FH1170  PID         -  FH1170
 FH1170  STATE/COUNTY-  OK/OKMULGEE
 FH1170  COUNTRY     -  US
 FH1170  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH1170
 FH1170                         *CURRENT SURVEY CONTROL
 FH1170  ______________________________________________________________________
 FH1170* NAD 83(1993) POSITION- 35 43 32.89934(N) 095 56 39.70918(W)   ADJUSTED
 FH1170  ______________________________________________________________________
 FH1170  GEOID HEIGHT    -        -29.067 (meters)                     GEOID18
 FH1170  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 FH1170  HORZ ORDER      -  THIRD
 FH1170
 FH1170.The horizontal coordinates were established by classical geodetic methods
 FH1170.and adjusted by the National Geodetic Survey in November 1994.
 FH1170
 FH1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1170.GEOID18 height accuracy estimate available here.
 FH1170
 FH1170.Click photographs - Photos may exist for this station.
 FH1170
 FH1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1170
 FH1170. The following values were computed from the NAD 83(1993) position.
 FH1170
 FH1170;                    North         East     Units Scale Factor Converg.
 FH1170;SPC OK N     -    82,498.910   785,964.664   MT  0.99997493   +1 12 47.3
 FH1170;SPC OK N     -   270,665.17  2,578,619.07   sFT  0.99997493   +1 12 47.3
 FH1170;UTM  15      - 3,957,534.678   233,678.337   MT  1.00047410   -1 43 12.9
 FH1170;UTM  14      - 3,957,842.767   776,389.429   MT  1.00054145   +1 47 07.2
 FH1170
 FH1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3367857534(NAD 83)
 FH1170
 FH1170                          SUPERSEDED SURVEY CONTROL
 FH1170
 FH1170  NAD 83(1986)-  35 43 32.92509(N)    095 56 39.69730(W) AD(       ) 3
 FH1170  NAD 27      -  35 43 32.55658(N)    095 56 38.72718(W) AD(       ) 3
 FH1170
 FH1170.Superseded values are not recommended for survey control.
 FH1170
 FH1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1170.See file dsdata.pdf to determine how the superseded data were derived.
 FH1170
 FH1170_MARKER: 52 = STANDPIPE TANK
 FH1170
 FH1170  HISTORY     - Date     Condition        Report By
 FH1170  HISTORY     - 1968     FIRST OBSERVED   USGS
 FH1170
 FH1170                          STATION DESCRIPTION
 FH1170
 FH1170'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1084 ***********************************************************************
 FJ1084  DESIGNATION -  NAVINA SACRED HEART CATH CH
 FJ1084  PID         -  FJ1084
 FJ1084  STATE/COUNTY-  OK/LOGAN
 FJ1084  COUNTRY     -  US
 FJ1084  USGS QUAD   -  NAVINA (2018)
 FJ1084
 FJ1084                         *CURRENT SURVEY CONTROL
 FJ1084  ______________________________________________________________________
 FJ1084* NAD 83(1993) POSITION- 35 47 59.71914(N) 097 33 40.00288(W)   ADJUSTED
 FJ1084  ______________________________________________________________________
 FJ1084  GEOID HEIGHT    -        -27.467 (meters)                     GEOID18
 FJ1084  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 FJ1084  HORZ ORDER      -  THIRD
 FJ1084
 FJ1084.The horizontal coordinates were established by classical geodetic methods
 FJ1084.and adjusted by the National Geodetic Survey in November 1994.
 FJ1084
 FJ1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1084.GEOID18 height accuracy estimate available here.
 FJ1084
 FJ1084.Click photographs - Photos may exist for this station.
 FJ1084
 FJ1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1084
 FJ1084. The following values were computed from the NAD 83(1993) position.
 FJ1084
 FJ1084;                    North         East     Units Scale Factor Converg.
 FJ1084;SPC OK N     -    88,843.115   639,669.994   MT  0.99996586   +0 15 32.4
 FJ1084;SPC OK N     -   291,479.45  2,098,650.64   sFT  0.99996586   +0 15 32.4
 FJ1084;UTM  14      - 3,962,712.336   630,014.697   MT  0.99980830   +0 50 30.5
 FJ1084
 FJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3001462712(NAD 83)
 FJ1084
 FJ1084                          SUPERSEDED SURVEY CONTROL
 FJ1084
 FJ1084  NAD 83(1986)-  35 47 59.72553(N)    097 33 39.98656(W) AD(       ) 3
 FJ1084  NAD 27      -  35 47 59.55240(N)    097 33 38.83330(W) AD(       ) 3
 FJ1084
 FJ1084.Superseded values are not recommended for survey control.
 FJ1084
 FJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1084.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1084
 FJ1084_MARKER: 90 = CHURCH SPIRE
 FJ1084
 FJ1084  HISTORY     - Date     Condition        Report By
 FJ1084  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1084
 FJ1084                          STATION DESCRIPTION
 FJ1084
 FJ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1084'THE STATION IS THE TOP OF THE SPIRE OVER THE WEST ENTRANCE
 FJ1084'TO THE CHURCH.  THE CHURCH, A WHITE FRAME BUILDING WITH GREEN
 FJ1084'ROOF IS LOCATED IN THE TOWN OF NAVINA, ABOUT 6.5 MILES EAST
 FJ1084'OF CASHION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0793 ***********************************************************************
 EL0793  DESIGNATION -  NEAL
 EL0793  PID         -  EL0793
 EL0793  STATE/COUNTY-  OK/MURRAY
 EL0793  COUNTRY     -  US
 EL0793  USGS QUAD   -  SULPHUR SOUTH (2018)
 EL0793
 EL0793                         *CURRENT SURVEY CONTROL
 EL0793  ______________________________________________________________________
 EL0793* NAD 83(1993) POSITION- 34 29 00.62687(N) 096 55 53.83308(W)   ADJUSTED
 EL0793* NAVD 88 ORTHO HEIGHT -   377.35  (+/-2cm)     1238.0   (feet) VERTCON3
 EL0793  ______________________________________________________________________
 EL0793  GEOID HEIGHT    -        -25.312 (meters)                     GEOID18
 EL0793  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 EL0793  HORZ ORDER      -  FIRST
 EL0793  VERT ORDER      -  THIRD ? (See Below)
 EL0793
 EL0793.The horizontal coordinates were established by classical geodetic methods
 EL0793.and adjusted by the National Geodetic Survey in November 1994.
 EL0793
 EL0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0793
 EL0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0793.GEOID18 height accuracy estimate available here.
 EL0793
 EL0793.The vertical order pertains to the NGVD 29 superseded value.
 EL0793
 EL0793.Click photographs - Photos may exist for this station.
 EL0793
 EL0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0793
 EL0793. The following values were computed from the NAD 83(1993) position.
 EL0793
 EL0793;                    North         East     Units Scale Factor Converg.
 EL0793;SPC OK S     -   128,100.252   698,131.323   MT  0.99993748   +0 36 23.1
 EL0793;SPC OK S     -   420,275.58  2,290,452.52   sFT  0.99993748   +0 36 23.1
 EL0793;UTM  14      - 3,817,709.971   689,936.285   MT  1.00004469   +1 10 17.1
 EL0793
 EL0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0793!SPC OK S     -   0.99994474  x   0.99993748  =   0.99988223
 EL0793!UTM  14      -   0.99994474  x   1.00004469  =   0.99998943
 EL0793
 EL0793:                Primary Azimuth Mark                     Grid Az
 EL0793:SPC OK S     -  NEAL AZ MK                               126 51 08.4
 EL0793:UTM  14      -  NEAL AZ MK                               126 17 14.4
 EL0793
 EL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8993617709(NAD 83)
 EL0793
 EL0793|---------------------------------------------------------------------|
 EL0793| PID    Reference Object                     Distance      Geod. Az  |
 EL0793|                                                           dddmmss.s |
 EL0793| CY2639 NEAL RM 1                            21.780 METERS 02429     |
 EL0793| CY2638 NEAL AZ MK                                         1272731.5 |
 EL0793| CY2640 NEAL RM 2                            20.098 METERS 15334     |
 EL0793| EL0794 SULPHUR ST VET HOSP WATER TANK      APPROX. 3.1 KM 2944838.9 |
 EL0793| EL0819 SULPHUR MUNICIPAL TANK              APPROX. 3.6 KM 3251219.6 |
 EL0793|---------------------------------------------------------------------|
 EL0793
 EL0793                          SUPERSEDED SURVEY CONTROL
 EL0793
 EL0793  NAD 83(1986)-  34 29 00.63197(N)    096 55 53.82375(W) AD(       ) 1
 EL0793  NAD 27      -  34 29 00.31100(N)    096 55 52.77150(W) AD(       ) 1
 EL0793  NGVD 29             377.27   (m)         1237.8    (f) LEVELING    3  
 EL0793
 EL0793.Superseded values are not recommended for survey control.
 EL0793
 EL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0793.See file dsdata.pdf to determine how the superseded data were derived.
 EL0793
 EL0793_MARKER: DS = TRIANGULATION STATION DISK
 EL0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0793_STAMPING: NEAL 1954
 EL0793_MARK LOGO: CGS
 EL0793_PROJECTION: FLUSH
 EL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0793+STABILITY: SURFACE MOTION
 EL0793
 EL0793  HISTORY     - Date     Condition        Report By
 EL0793  HISTORY     - 1954     MONUMENTED       CGS
 EL0793  HISTORY     - 1968     GOOD             CGS
 EL0793
 EL0793                          STATION DESCRIPTION
 EL0793
 EL0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0793'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF THE BUSINESS
 EL0793'DISTRICT OF SULPHUR IN AN OPEN PASTURE ON THE HIGHEST PART OF
 EL0793'A GRASS COVERED HILL, 18 FEET NORTHEAST OF AN OLD STORM CELLAR.
 EL0793'IT IS STAMPED NEAL 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0793'
 EL0793'REFERENCE MARK NO. 1 IS ON THE HIGHEST PART OF THE HILL ON
 EL0793'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED NEAL
 EL0793'NO 1 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0793'
 EL0793'REFERENCE MARK NO. 2 IS ON THE SLOPE OF HILL ABOUT 2 FEET
 EL0793'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED NEAL NO
 EL0793'2 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0793'
 EL0793'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 124.1 FEET.
 EL0793'
 EL0793'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET SOUTH
 EL0793'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 2 FEET NORTHWEST
 EL0793'OF A POWER LINE POLE AND 1 FOOT WEST OF A WITNESS POST.
 EL0793'IT IS STAMPED NEAL 1954 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0793'
 EL0793'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK EAST OF
 EL0793'THE POST OFFICE IN SULPHUR, GO NORTH ON STATE HIGHWAYS 18
 EL0793'AND 7 FOR 0.2 MILE TO THE JUNCTION OF THESE HIGHWAYS, TURN
 EL0793'RIGHT AND GO EASTERLY ON STATE HIGHWAY 7 FOR 3.0 MILES TO
 EL0793'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 EL0793'2.25 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.3
 EL0793'MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE
 EL0793'WEST FOR 0.5 MILE TO A DRIVEWAY ON RIGHT.  TURN RIGHT ON
 EL0793'DRIVEWAY PASSING THROUGH GATE JUST WEST OF A CONCRETE BLOCK
 EL0793'BUILDING AND GO NORTH ON TRACK ROAD FOR 0.5 MILE TO THE
 EL0793'HIGHEST PART OF HILL AND STATION AS DESCRIBED.
 EL0793'
 EL0793'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EL0793
 EL0793                          STATION RECOVERY (1968)
 EL0793
 EL0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LL)
 EL0793'THE STATION WAS VISITED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EL0793'CONDITION.
 EL0793'
 EL0793'THE ROUTE TO THE STATION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1230 ***********************************************************************
 FJ1230  DESIGNATION -  NEAL
 FJ1230  PID         -  FJ1230
 FJ1230  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1230  COUNTRY     -  US
 FJ1230  USGS QUAD   -  EARLSBORO (2018)
 FJ1230
 FJ1230                         *CURRENT SURVEY CONTROL
 FJ1230  ______________________________________________________________________
 FJ1230* NAD 83(1993) POSITION- 35 20 05.45572(N) 096 47 19.07468(W)   ADJUSTED
 FJ1230* NAVD 88 ORTHO HEIGHT -   327.    (meters)     1073.    (feet) SCALED
 FJ1230  ______________________________________________________________________
 FJ1230  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 FJ1230  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 FJ1230  HORZ ORDER      -  THIRD
 FJ1230
 FJ1230.The horizontal coordinates were established by classical geodetic methods
 FJ1230.and adjusted by the National Geodetic Survey in November 1994.
 FJ1230
 FJ1230.The orthometric height was scaled from a topographic map.
 FJ1230
 FJ1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1230.GEOID18 height accuracy estimate available here.
 FJ1230
 FJ1230.Click photographs - Photos may exist for this station.
 FJ1230
 FJ1230.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1230
 FJ1230. The following values were computed from the NAD 83(1993) position.
 FJ1230
 FJ1230;                    North         East     Units Scale Factor Converg.
 FJ1230;SPC OK S     -   222,684.983   710,130.942   MT  1.00002164   +0 41 15.3
 FJ1230;SPC OK S     -   730,592.32  2,329,821.27   sFT  1.00002164   +0 41 15.3
 FJ1230;UTM  14      - 3,912,421.364   700,982.167   MT  1.00009782   +1 16 45.8
 FJ1230
 FJ1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1230!SPC OK S     -   0.99995295  x   1.00002164  =   0.99997459
 FJ1230!UTM  14      -   0.99995295  x   1.00009782  =   1.00005076
 FJ1230
 FJ1230:                Primary Azimuth Mark                     Grid Az
 FJ1230:SPC OK S     -  NEAL AZ MK                               355 19 14.1
 FJ1230:UTM  14      -  NEAL AZ MK                               354 43 43.6
 FJ1230
 FJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0098212421(NAD 83)
 FJ1230
 FJ1230|---------------------------------------------------------------------|
 FJ1230| PID    Reference Object                     Distance      Geod. Az  |
 FJ1230|                                                           dddmmss.s |
 FJ1230| CI2638 NEAL RM 1                             9.088 METERS 10717     |
 FJ1230| CI2639 NEAL RM 2                             9.212 METERS 17445     |
 FJ1230| FJ1234 SHAWNEE RADIO STA KGFF MAST         APPROX. 9.4 KM 2691855.2 |
 FJ1230| CI2637 NEAL AZ MK                                         3560029.4 |
 FJ1230|---------------------------------------------------------------------|
 FJ1230
 FJ1230                          SUPERSEDED SURVEY CONTROL
 FJ1230
 FJ1230  NAD 83(1986)-  35 20 05.46032(N)    096 47 19.05616(W) AD(       ) 3
 FJ1230  NAD 27      -  35 20 05.19841(N)    096 47 17.97535(W) AD(       ) 3
 FJ1230
 FJ1230.Superseded values are not recommended for survey control.
 FJ1230
 FJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1230.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1230
 FJ1230_MARKER: DS = TRIANGULATION STATION DISK
 FJ1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1230_STAMPING: NEAL 1957
 FJ1230_MARK LOGO: CGS
 FJ1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1230+STABILITY: SURFACE MOTION
 FJ1230
 FJ1230  HISTORY     - Date     Condition        Report By
 FJ1230  HISTORY     - 1957     MONUMENTED       CGS
 FJ1230  HISTORY     - 1976     GOOD             OKDH
 FJ1230
 FJ1230                          STATION DESCRIPTION
 FJ1230
 FJ1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1230'THE STATION IS 7 MILES EAST OF SHAWNEE, 4-1/2 MILES NORTH-NORTHEAST
 FJ1230'OF EARLSBORO, IN THE SOUTHWEST 1/4 OF SECTION 16, T. 10 N,
 FJ1230'R. 5 E., ON LAND OWNED AND OCCUPIED BY MR. C.J. SIKES.
 FJ1230'
 FJ1230'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1230'HIGHWAY 18, IN THE NORTHEAST EDGE OF SHAWNEE, GO EAST ON
 FJ1230'HIGHWAY 18 FOR 6.85 MILES TO CROSSROADS, AT REYNOLDS STORE
 FJ1230'ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO FARM DRIVEWAY,
 FJ1230'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE NORTHERLY FOR 0.6
 FJ1230'MILE TO MARK ON THE RIGHT AS DESCRIBED), TURN RIGHT FOR ABOUT 200
 FJ1230'FEET TO A GATE, PASS THROUGH THE GATE AND GO ABOUT 150
 FJ1230'FEET TO A FENCE AND STATION AS DESCRIBED.
 FJ1230'
 FJ1230'STATION MARKS ARE STANDARD DISKS, STAMPED NEAL 1957.  THE
 FJ1230'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1230'POST, PROJECTING 5 INCHES.  IT IS 55 FEET NORTH OF THE
 FJ1230'NORTHWEST CORNER OF A TIN BARN, 64 FEET EAST-NORTHEAST OF
 FJ1230'THE NORTHWEST CORNER OF A BARN LOT, 67 FEET WEST-NORTHWEST
 FJ1230'OF THE NORTHEAST CORNER OF THE BARN LOT, 11 FEET NORTH OF THE
 FJ1230'NORTH FENCE OF THE BARN LOT, ABOUT 300 FEET EAST OF THE
 FJ1230'CENTER OF A MACADAM ROAD AND 17 FEET SOUTH OF THE SOUTH
 FJ1230'EDGE OF A CULTIVATED FIELD.  A 4 IN X 4 IN WHITE WITNESS
 FJ1230'POST WAS SET 2 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND
 FJ1230'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 FJ1230'BELOW THE SURFACE OF THE GROUND.
 FJ1230'
 FJ1230'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEAL NO 1 1957,
 FJ1230'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1230'6 INCHES.  IT IS 1 FOOT NORTH OF THE NORTH FENCE OF THE
 FJ1230'BARN LOT, 38 FEET WEST OF THE NORTHEAST CORNER OF THE BARN
 FJ1230'LOT, 15 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 FJ1230'BUILDING AND 46 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 FJ1230'OF THE BARN.
 FJ1230'
 FJ1230'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEAL NO 2 1957,
 FJ1230'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1230'5 INCHES.  IT IS 1 FOOT WEST OF THE SOUTHWEST CORNER OF A
 FJ1230'SMALL BUILDING, 19 FEET SOUTH OF THE NORTH FENCE OF THE BARN
 FJ1230'LOT, 67 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 FJ1230'BARN LOT AND 25 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FJ1230'BARN.
 FJ1230'
 FJ1230'AZIMUTH MARK IS A STANDARD DISK, STAMPED NEAL 1957, SET IN
 FJ1230'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 FJ1230'INCHES.  IT IS 2 FEET SOUTHWEST OF A POWERLINE POLE, 31
 FJ1230'FEET EAST OF THE CENTER OF A MACADAM ROAD, 1 FOOT EAST OF
 FJ1230'A ROAD RIGHT-OF-WAY FENCE AND 271 FEET SOUTH OF THE CREST
 FJ1230'OF A RIDGE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT
 FJ1230'NORTH OF THE MARK.
 FJ1230
 FJ1230                          STATION RECOVERY (1976)
 FJ1230
 FJ1230'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (HGU)
 FJ1230'NEAL RECOVERED GOOD.
 FJ1230'
 FJ1230'R.M. 1 RECOVERED GOOD.
 FJ1230'
 FJ1230'R.M. 2 RECOVERED GOOD.
 FJ1230'
 FJ1230'MONUMENT LOCATED 656 FEET NORTH AND 239 FEET EAST OF THE S.W. CORNER
 FJ1230'OF SECTION 16, T-10-N, R-5-E.
 FJ1230'
 FJ1230'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0795 ***********************************************************************
 EL0795  DESIGNATION -  NEBO
 EL0795  PID         -  EL0795
 EL0795  STATE/COUNTY-  OK/MURRAY
 EL0795  COUNTRY     -  US
 EL0795  USGS QUAD   -  SULPHUR SOUTH (2018)
 EL0795
 EL0795                         *CURRENT SURVEY CONTROL
 EL0795  ______________________________________________________________________
 EL0795* NAD 83(1993) POSITION- 34 23 14.94125(N) 096 59 26.04213(W)   ADJUSTED
 EL0795* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 EL0795  ______________________________________________________________________
 EL0795  GEOID HEIGHT    -        -25.312 (meters)                     GEOID18
 EL0795  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 EL0795  HORZ ORDER      -  FIRST
 EL0795
 EL0795.The horizontal coordinates were established by classical geodetic methods
 EL0795.and adjusted by the National Geodetic Survey in November 1994.
 EL0795
 EL0795.The orthometric height was scaled from a topographic map.
 EL0795
 EL0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0795.GEOID18 height accuracy estimate available here.
 EL0795
 EL0795.Click photographs - Photos may exist for this station.
 EL0795
 EL0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0795
 EL0795. The following values were computed from the NAD 83(1993) position.
 EL0795
 EL0795;                    North         East     Units Scale Factor Converg.
 EL0795;SPC OK S     -   117,393.760   692,823.708   MT  0.99994180   +0 34 22.7
 EL0795;SPC OK S     -   385,149.36  2,273,039.12   sFT  0.99994180   +0 34 22.7
 EL0795;UTM  14      - 3,806,950.786   684,733.757   MT  1.00002067   +1 08 06.8
 EL0795
 EL0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0795!SPC OK S     -   0.99994918  x   0.99994180  =   0.99989098
 EL0795!UTM  14      -   0.99994918  x   1.00002067  =   0.99996985
 EL0795
 EL0795:                Primary Azimuth Mark                     Grid Az
 EL0795:SPC OK S     -  NEBO AZ MK                               074 45 21.7
 EL0795:UTM  14      -  NEBO AZ MK                               074 11 37.6
 EL0795
 EL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8473306950(NAD 83)
 EL0795
 EL0795|---------------------------------------------------------------------|
 EL0795| PID    Reference Object                     Distance      Geod. Az  |
 EL0795|                                                           dddmmss.s |
 EL0795| EL0794 SULPHUR ST VET HOSP WATER TANK      APPROX.12.2 KM 0120757.7 |
 EL0795| EL0819 SULPHUR MUNICIPAL TANK              APPROX.14.0 KM 0135915.9 |
 EL0795| CY2642 NEBO RM 1                            21.780 METERS 07137     |
 EL0795| CY2641 NEBO AZ MK                                         0751944.4 |
 EL0795| CY2643 NEBO RM 2                            24.100 METERS 20538     |
 EL0795| EL0847 DAVIS MUNICIPAL TANK                APPROX.17.5 KM 3191604.6 |
 EL0795|---------------------------------------------------------------------|
 EL0795
 EL0795                          SUPERSEDED SURVEY CONTROL
 EL0795
 EL0795  NAD 83(1986)-  34 23 14.94640(N)    096 59 26.03362(W) AD(       ) 1
 EL0795  NAD 27      -  34 23 14.62120(N)    096 59 24.98150(W) AD(       ) 1
 EL0795
 EL0795.Superseded values are not recommended for survey control.
 EL0795
 EL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0795.See file dsdata.pdf to determine how the superseded data were derived.
 EL0795
 EL0795_MARKER: DS = TRIANGULATION STATION DISK
 EL0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0795_STAMPING: NEBO 1954
 EL0795_MARK LOGO: CGS
 EL0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0795+STABILITY: SURFACE MOTION
 EL0795
 EL0795  HISTORY     - Date     Condition        Report By
 EL0795  HISTORY     - 1954     MONUMENTED       CGS
 EL0795
 EL0795                          STATION DESCRIPTION
 EL0795
 EL0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0795'THE STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF ARDMORE,
 EL0795'ABOUT 8 MILES SOUTH OF SULPHUR ON THE SUMMIT OF A GLENTLY
 EL0795'ROLLING RIDGE IN AN OPEN PASTURE, 72 FEET SOUTH SOUTHWEST OF
 EL0795'A DIM TRACK ROAD, 45 FEET EAST NORTHEAST OF A DIM TRACK ROAD
 EL0795'AND 2 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 6 INCHES
 EL0795'AND IS STAMPED NEBO 1954.
 EL0795'
 EL0795'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF A DIM TRACK ROAD
 EL0795'AND ABOUT 3 FEET BELOW STATION ELEVATION.  IT PROJECTS 6
 EL0795'INCHES AND IS STAMPED NEBO NO 1 1954.
 EL0795'
 EL0795'REFERENCE MARK NO. 2 IS 12 FEET WEST OF A DIM TRACK ROAD AND
 EL0795'ABOUT 2 FEET BELOW STATION ELEVATION.  IT PROJECTS 4 INCHES
 EL0795'AND IS STAMPED NEBO NO 2 1954.
 EL0795'
 EL0795'THE AZIMUTH MARK IS 105 FEET SOUTH SOUTHEAST OF A FARM HOUSE,
 EL0795'25 FEET SOUTH OF A GRADED ROAD, 12 FEET WEST OF A FIELD GATE
 EL0795'AND 2 FEET EAST OF A WITNESS POST.  IT PROJECTS 8 INCHES AND
 EL0795'IS STAMPED NEBO 1954.
 EL0795'
 EL0795'TO REACH THE STATION FROM THE SULPHUR HIGH SCHOOL GO EAST
 EL0795'ON STATE HIGHWAY 7 FOR 0.6 MILE TO THE JUNCTION OF STATE
 EL0795'HIGHWAYS 7 AND 18, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 EL0795'18 FOR 7.65 MILES TO A CROSSROAD AND THE COLEMAN GROCERY
 EL0795'STORE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 EL0795'A REVERSE Y, TURN LEFT AND GO 0.5 MILE TO A SIDE ROAD RIGHT,
 EL0795'TURN RIGHT, WEST, AND GO 0.25 MILE TO A CEMETARY, CONTINUE
 EL0795'WEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EL0795'WEST ON GRADED ROAD FOR 0.4 MILE TO A GATE AND END OF THE
 EL0795'ROAD, PASS THRU GATE AND GO SOUTH PASSING TO THE RIGHT OF AN
 EL0795'ABONDONED HOUSE FOR 0.05 MILE, THEN TURN WEST AND FOLLOW FIELD
 EL0795'ROAD FOR 0.1 MILE TO A GATE IN A NORTH-SOUTH FENCE, PASS
 EL0795'THRU GATE AND FOLLOW DIM TRACK ROAD WESTERLY TO THE TOP
 EL0795'OF THE PASTURE HILL AND THE STATION AND REFERENCE MARKS
 EL0795'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1123 ***********************************************************************
 FH1123  DESIGNATION -  NEEDHAM
 FH1123  PID         -  FH1123
 FH1123  STATE/COUNTY-  OK/MCINTOSH
 FH1123  COUNTRY     -  US
 FH1123  USGS QUAD   -  WARNER NW (2018)
 FH1123
 FH1123                         *CURRENT SURVEY CONTROL
 FH1123  ______________________________________________________________________
 FH1123* NAD 83(1993) POSITION- 35 22 34.98319(N) 095 28 56.50764(W)   ADJUSTED
 FH1123* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 FH1123  ______________________________________________________________________
 FH1123  GEOID HEIGHT    -        -29.968 (meters)                     GEOID18
 FH1123  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 FH1123  HORZ ORDER      -  FIRST
 FH1123
 FH1123.The horizontal coordinates were established by classical geodetic methods
 FH1123.and adjusted by the National Geodetic Survey in November 1994.
 FH1123
 FH1123.The orthometric height was scaled from a topographic map.
 FH1123
 FH1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1123.GEOID18 height accuracy estimate available here.
 FH1123
 FH1123.Click photographs - Photos may exist for this station.
 FH1123
 FH1123.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1123
 FH1123. The following values were computed from the NAD 83(1993) position.
 FH1123
 FH1123;                    North         East     Units Scale Factor Converg.
 FH1123;SPC OK S     -   229,485.437   828,756.548   MT  1.00003140   +1 25 44.6
 FH1123;SPC OK S     -   752,903.47  2,719,012.11   sFT  1.00003140   +1 25 44.6
 FH1123;UTM  15      - 3,917,613.108   274,498.933   MT  1.00022670   -1 26 15.9
 FH1123
 FH1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1123!SPC OK S     -   0.99996231  x   1.00003140  =   0.99999371
 FH1123!UTM  15      -   0.99996231  x   1.00022670  =   1.00018900
 FH1123
 FH1123:                Primary Azimuth Mark                     Grid Az
 FH1123:SPC OK S     -  NEEDHAM AZ MK                            180 34 22.5
 FH1123:UTM  15      -  NEEDHAM AZ MK                            183 26 23.0
 FH1123
 FH1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7449817613(NAD 83)
 FH1123
 FH1123|---------------------------------------------------------------------|
 FH1123| PID    Reference Object                     Distance      Geod. Az  |
 FH1123|                                                           dddmmss.s |
 FH1123| CI2644 NEEDHAM RM 1                         21.263 METERS 11054     |
 FH1123| CI2643 NEEDHAM AZ MK                                      1820007.1 |
 FH1123| CI2645 NEEDHAM RM 2                         32.713 METERS 20942     |
 FH1123| FH1128 EUFAULA PUMP STA SILVER STACK       APPROX.12.9 KM 2174028.3 |
 FH1123| FH1127 EUFAULA ST NATIONAL BANK CUP        APPROX.13.5 KM 2223027.4 |
 FH1123| FH1125 EUFAULA COT CO STK TALL OF 3        APPROX.12.8 KM 2234326.5 |
 FH1123|---------------------------------------------------------------------|
 FH1123
 FH1123                          SUPERSEDED SURVEY CONTROL
 FH1123
 FH1123  NAD 83(1986)-  35 22 35.00072(N)    095 28 56.50101(W) AD(       ) 1
 FH1123  NAD 27      -  35 22 34.64600(N)    095 28 55.57600(W) AD(       ) 1
 FH1123
 FH1123.Superseded values are not recommended for survey control.
 FH1123
 FH1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1123.See file dsdata.pdf to determine how the superseded data were derived.
 FH1123
 FH1123_MARKER: DS = TRIANGULATION STATION DISK
 FH1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1123_STAMPING: NEEDHAM 1934
 FH1123_MARK LOGO: CGS
 FH1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1123+STABILITY: SURFACE MOTION
 FH1123
 FH1123  HISTORY     - Date     Condition        Report By
 FH1123  HISTORY     - 1934     MONUMENTED       CGS
 FH1123  HISTORY     - 1940     GOOD             CGS
 FH1123  HISTORY     - 1960     GOOD             CGS
 FH1123
 FH1123                          STATION DESCRIPTION
 FH1123
 FH1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1123'STATION IS LOCATED 4 MILES E AND 2-1/4 MILES S OF ONAPA,
 FH1123'6 MILES N AND 5-1/2 MILES E OF EUFAULA, IN NW CORNER OF
 FH1123'THE NW QUARTER OF SEC. 2, T.10N, R.17E, ON LAND OWNED BY
 FH1123'A LOAN COMPANY AND RENTED BY I.A. NEEDHAM.
 FH1123'
 FH1123'STATION IS LOCATED ABOUT 150 FEET S OF N END OF A NARROW
 FH1123'FIELD AND ABOUT HALFWAY BETWEEN THE TIMBER AT THE E AND
 FH1123'W EDGE OF THE FIELD.  SURFACE MARK IS A STANDARD MARKER
 FH1123'CAST IN TOP OF CONCRETE POST, INSCRIBED NEEDHAM 1934, AND
 FH1123'PROJECTING APPROXIMATELY 6 INCHES ABOVE THE SURFACE OF THE
 FH1123'GROUND.
 FH1123'
 FH1123'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1123'
 FH1123'REFERENCE MARK NO.1 IS 69.76 FEET AND 21.264 METERS SE OF
 FH1123'STATION.  MARK IS A STANDARD MARKER CAST IN DRILL HOLE
 FH1123'IN A ROCK, THAT IS FLUSH WITH GROUND AND IS INSCRIBED
 FH1123'NEEDHAM NO.1 1934.
 FH1123'
 FH1123'REFERENCE MARK NO.2 IS 107.32 FEET, AND 32.713 METERS SE
 FH1123'OF STATION AND 2 FEET E OF N-S FENCE LINE.  MARK IS A STANDARD
 FH1123'MARKER CAST ON TOP OF CONCRETE POST, PROJECTING APPROXIMATELY
 FH1123'6 INCHES ABOVE THE SURFACE OF GROUND, INSCRIBED NEEDHAM NO.2
 FH1123'1934.
 FH1123'
 FH1123'AZIMUTH MARK IS 0.4 MILE S OF STATION, 36 FEET W OF N-S
 FH1123'FENCE LINE DIVIDING TWO FIELD.  MARK IS A STANDARD REFERENCE
 FH1123'MARKER CAST IN TOP OF A 12- BY 12-INCH CONCRETE POST, PROJECTING
 FH1123'ABOUT 4 INCHES ABOVE GROUND, INSCRIBED NEEDHAM AZ. 1934.
 FH1123'
 FH1123'TO REACH FROM THE CITY HALL AT EUFAULA, FOLLOW U.S. HIGHWAY
 FH1123'73 N 8.9 MILES TO MARIONS STORE AT ONAPA.  LEAVE U.S. HIGHWAY
 FH1123'73 AT STORE, TURN RIGHT AND GO E ON GRAVEL ROAD 1.65 MILES
 FH1123'TO WHERE GRAVEL ROAD TURNS N, CONTINUE STRAIGHT AHEAD E,
 FH1123'2.0 MILES TO CROSSROADS, THEN TURN RIGHT AND GO S 1.8 MILES
 FH1123'TO WHERE THE MAIN ROAD TURNS LEFT AND THERE IS AN UNPAINTED
 FH1123'FRAMEHOUSE ON LEFT.  LEAVE MAIN ROAD THERE AND TURN RIGHT
 FH1123'AND FOLLOW AN UNIMPROVED ROAD W AND S 0.35 MILE, THEN TURN
 FH1123'LEFT, ON LEFT FORK, 0.45 MILE, THEN TURN LEFT, (E) 0.5 MILE
 FH1123'TO MR. NEEDHAMS HOUSE.  FROM HOUSE GO N ALONG THE E EDGE
 FH1123'OF A NARROW FIELD 0.1 MILE TO HIGHEST POINT AND STATION.
 FH1123'
 FH1123'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1123
 FH1123                          STATION RECOVERY (1940)
 FH1123
 FH1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1123'STATION RECOVERED, ALL MARKS FOUND TO BE IN VERY GOOD CONDITION.
 FH1123'THE FARM OCCUPIED BY I.A. NEEDHAM IN 1934 IS NOW OCCUPIED
 FH1123'BY OTHO MCBRIDE.  THE 1940 DESCRIPTION IS AS FOLLOWS- STATION
 FH1123'IS LOCATED IN MCINTOSH COUNTY, ABOUT 4 MILES E AND 2-1/2
 FH1123'MILES S OF ONAPA, 6 MILES N AND 5-1/2 MILES E OF EUFAULA.
 FH1123'IT IS ON THE HIGHEST PART OF A TIMBERED HILL, 0.1 MILE N
 FH1123'OF THE RESIDENCE OF OTHO MCBRIDE, ABOUT 150 FEET S OF THE
 FH1123'N END OF A NARROW FIELD AND ABOUT HALFWAY BETWEEN THE TIMBER
 FH1123'AT THE E AND W EDGE OF THE FIELD.
 FH1123'
 FH1123'STATION MARK PROJECTS 6 INCHES AND IS STAMPED NEEDHAM 1934.
 FH1123'THERE IS A WHITE REFERENCE POST 3 FEET NW OF THE STATION.
 FH1123'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 FH1123'SET IN CONCRETE.
 FH1123'
 FH1123'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 FH1123'AT THE E EDGE OF THE FIELD, SET IN BEDROCK FLUSH WITH THE
 FH1123'GROUND.  THE DISK IS STAMPED NEEDHAM NO.1, 1934.  REFERENCE
 FH1123'MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 FH1123'2 FEET E OF N-S FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 FH1123'STAMPED NEEDHAM NO.2 1934.
 FH1123'
 FH1123'AZIMUTH MARK IS ABOUT 0.4 MILE S OF THE STATION, 36 FEET
 FH1123'W OF A N-S FENCE LINE, AT THE S EDGE OF A CULTIVATED FIELD,
 FH1123'AND 0.3 MILE S OF OTHO MCBRIDES RESIDENCE.  THE MARK PROJECTS
 FH1123'6 INCHES AND IS STAMPED NEEDHAM 1934.  THERE IS A WHITE
 FH1123'REFERENCE POST 2 FEET WSW OF THE MARK.
 FH1123'
 FH1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ACROSS
 FH1123'FIELD FOR 0.4 MILE.
 FH1123
 FH1123                          STATION RECOVERY (1960)
 FH1123
 FH1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1123'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1123'THE ROAD TO THE TOP OF THE HILL HAS BEEN ABANDONED AND STATION
 FH1123'IS BEST REACHED BY PACKING FROM MAIN ROAD TO NORTH OF STATION.
 FH1123'
 FH1123'TO REACH FROM ONAPA, FROM THE CROSSROADS ON U.S. HIGHWAY
 FH1123'69 AT KINGS GROCERY AND TEXACO SERVICE STATION, GO EAST
 FH1123'FOR 1.65 MILES TO A SIDE ROAD LEFT, CONTINUE EAST FOR 2.0
 FH1123'MILES TO CROSSROADS, TURN RIGHT AND GO SOUTH FOR 1.8 MILES
 FH1123'TO POINT WHERE MAIN ROAD TURNS LEFT, TURN LEFT AND GO EAST
 FH1123'FOR 0.35 MILE TO A HOUSE ON LEFT AND END OF TRUCK TRAVEL.
 FH1123'PACK SOUTH TO NORTH SUMMIT OF RIDGE AND STATION.
 FH1123'
 FH1123'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION, AT
 FH1123'SOUTH END OF OPEN FIELD AND ABOUT 24 PACES EAST OF THE SOUTHWEST
 FH1123'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0928 ***********************************************************************
 FJ0928  DESIGNATION -  NEEDMORE
 FJ0928  PID         -  FJ0928
 FJ0928  STATE/COUNTY-  OK/CLEVELAND
 FJ0928  COUNTRY     -  US
 FJ0928  USGS QUAD   -  EASON (2018)
 FJ0928
 FJ0928                         *CURRENT SURVEY CONTROL
 FJ0928  ______________________________________________________________________
 FJ0928* NAD 83(1993) POSITION- 35 06 59.50790(N) 097 14 50.90834(W)   ADJUSTED
 FJ0928* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 FJ0928  ______________________________________________________________________
 FJ0928  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 FJ0928  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 FJ0928  HORZ ORDER      -  SECOND
 FJ0928
 FJ0928.The horizontal coordinates were established by classical geodetic methods
 FJ0928.and adjusted by the National Geodetic Survey in November 1994.
 FJ0928
 FJ0928.The orthometric height was scaled from a topographic map.
 FJ0928
 FJ0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0928.GEOID18 height accuracy estimate available here.
 FJ0928
 FJ0928.Click photographs - Photos may exist for this station.
 FJ0928
 FJ0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0928
 FJ0928. The following values were computed from the NAD 83(1993) position.
 FJ0928
 FJ0928;                    North         East     Units Scale Factor Converg.
 FJ0928;SPC OK S     -   198,058.549   668,597.063   MT  0.99997900   +0 25 37.7
 FJ0928;SPC OK S     -   649,797.09  2,193,555.53   sFT  0.99997900   +0 25 37.7
 FJ0928;UTM  14      - 3,887,371.167   659,702.292   MT  0.99991433   +1 00 30.0
 FJ0928
 FJ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0928!SPC OK S     -   0.99994385  x   0.99997900  =   0.99992285
 FJ0928!UTM  14      -   0.99994385  x   0.99991433  =   0.99985819
 FJ0928
 FJ0928:                Primary Azimuth Mark                     Grid Az
 FJ0928:SPC OK S     -  NEEDMORE AZ MK                           087 21 31.6
 FJ0928:UTM  14      -  NEEDMORE AZ MK                           086 46 39.3
 FJ0928
 FJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5970287371(NAD 83)
 FJ0928
 FJ0928|---------------------------------------------------------------------|
 FJ0928| PID    Reference Object                     Distance      Geod. Az  |
 FJ0928|                                                           dddmmss.s |
 FJ0928| CL5826 NEEDMORE AZ MK                                     0874709.3 |
 FJ0928| CL5827 NEEDMORE RM 1                        20.655 METERS 16849     |
 FJ0928| FJ0927 SINCLAIR PIPELINE CO MAST            90.509 METERS 23008     |
 FJ0928| FJ0925 E OKLA MAST                          28.500 METERS 24810     |
 FJ0928| CL5828 NEEDMORE RM 2                        24.895 METERS 27551     |
 FJ0928|---------------------------------------------------------------------|
 FJ0928
 FJ0928                          SUPERSEDED SURVEY CONTROL
 FJ0928
 FJ0928  NAD 83(1986)-  35 06 59.51343(N)    097 14 50.89210(W) AD(       ) 2
 FJ0928  NAD 27      -  35 06 59.25723(N)    097 14 49.79391(W) AD(       ) 2
 FJ0928
 FJ0928.Superseded values are not recommended for survey control.
 FJ0928
 FJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0928.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0928
 FJ0928_MARKER: DS = TRIANGULATION STATION DISK
 FJ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0928_STAMPING: NEEDMORE 1957
 FJ0928_MARK LOGO: CGS
 FJ0928_PROJECTION: PROJECTING 10 CENTIMETERS
 FJ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0928+STABILITY: SURFACE MOTION
 FJ0928
 FJ0928  HISTORY     - Date     Condition        Report By
 FJ0928  HISTORY     - 1957     MONUMENTED       CGS
 FJ0928
 FJ0928                          STATION DESCRIPTION
 FJ0928
 FJ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0928'THE STATION IS 8-1/4 MILES EAST-SOUTHEAST OF NOBLE AND 6
 FJ0928'MILES WEST OF THE CLEVELAND-POTTAWATOMIE COUNTY LINE.  IT
 FJ0928'IS ON PROPERTY WHICH IS BEING LEASED BY THE CONTINENTAL
 FJ0928'PIPE LINE CO., ON A TIMBER-COVERED HILL, IN THE NORTHEAST
 FJ0928'1/4 OF SECTION 1, T 7 N, R 1 W.
 FJ0928'
 FJ0928'TO REACH THE STATION FROM THE POST OFFICE IN NOBLE, GO SOUTH
 FJ0928'ON U.S. HIGHWAY 77 FOR 0.5 MILE TO A HARD SURFACED ROAD
 FJ0928'ON THE LEFT, TURN LEFT AND GO EAST ON THE SURFACED ROAD FOR
 FJ0928'5.5 MILES TO THE END OF SURFACED ROAD, CONTINUE EAST ON
 FJ0928'GRADED ROAD FOR 1.35 MILES TO A CROSSROADS, TURN RIGHT AND
 FJ0928'GO SOUTH FOR 1.0 MILE TO A CROSSROADS, TURN LEFT AND GO
 FJ0928'EAST FOR 0.95 MILE TO SIDE ROAD AND THE STATION ON THE RIGHT,
 FJ0928'CONTINUE EAST FOR 0.35 MILE TO THE TOP OF HILL AND THE AZIMUTH
 FJ0928'MARK ON THE LEFT.
 FJ0928'
 FJ0928'THE STATION MARKS ARE STANDARD DISKS, STAMPED NEEDMORE 1957.
 FJ0928'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FJ0928'POST PROJECTING 4 INCHES.  IT IS 262 FEET NORTHEAST OF THE
 FJ0928'NORTHEAST CORNER OF A FENCE ENCLOSING THE MICRO-WAVE MAST,
 FJ0928'114 FEET SOUTHWEST OF POWERLINE POLE NUMBER 17, 67 FEET SOUTH
 FJ0928'OF THE CENTER OF THE GRADED ROAD, 45 FEET WEST OF THE CENTER
 FJ0928'OF A TRACK ROAD AND 16 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE
 FJ0928'CORNER.  A WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.  THE
 FJ0928'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0928'32 INCHES BELOW THE GROUND SURFACE.
 FJ0928'
 FJ0928'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEEDMORE NO 1
 FJ0928'1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 FJ0928'PROJECTING 5 INCHES.  IT IS 104 FEET EAST-SOUTHEAST OF THE
 FJ0928'CENTER OF TWO POLES SUPPORTING THE EASTERN OKLA. MAST, 134
 FJ0928'FEET SOUTH OF THE CENTER OF THE GRADED ROAD, 36 FEET WEST
 FJ0928'OF THE CENTER OF THE TRACK ROAD AND 10 FEET WEST OF A
 FJ0928'RIGHT-OF-WAY FENCE.
 FJ0928'
 FJ0928'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEEDMORE NO 2
 FJ0928'1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 FJ0928'PROJECTING 6 INCHES.  IT IS 85 FEET EAST OF THE CENTER OF
 FJ0928'A GRAVELED DRIVEWAY, 82 FEET EAST-SOUTHEAST OF THE EAST POST
 FJ0928'OF ENTRANCE GATE, 60 FEET SOUTH OF THE CENTER OF THE GRADED
 FJ0928'ROAD, 43 FEET NORTH OF THE CENTER OF THE TWO POLES AND 21
 FJ0928'FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 FJ0928'
 FJ0928'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NEEDMORE 1957,
 FJ0928'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0928'6 INCHES.  IT IS 27 FEET NORTHEAST OF THE CENTER OF A SIDE
 FJ0928'ROAD INTERSECTION AND 1 FOOT SOUTH OF A POWERLINE POLE.  THE
 FJ0928'MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD SURFACE.  A WHITE
 FJ0928'POST WAS SET 1 FOOT EAST OF THE MARK.
 FJ0928'
 FJ0928'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1048 ***********************************************************************
 FH1048  DESIGNATION -  NEOSHO
 FH1048  PID         -  FH1048
 FH1048  STATE/COUNTY-  OK/CHEROKEE
 FH1048  COUNTRY     -  US
 FH1048  USGS QUAD   -  HULBERT (2019)
 FH1048
 FH1048                         *CURRENT SURVEY CONTROL
 FH1048  ______________________________________________________________________
 FH1048* NAD 83(1993) POSITION- 35 59 01.63704(N) 095 14 23.94566(W)   ADJUSTED
 FH1048* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 FH1048  ______________________________________________________________________
 FH1048  GEOID HEIGHT    -        -29.201 (meters)                     GEOID18
 FH1048  LAPLACE CORR    -          1.93  (seconds)                    DEFLEC18
 FH1048  HORZ ORDER      -  FIRST
 FH1048
 FH1048.The horizontal coordinates were established by classical geodetic methods
 FH1048.and adjusted by the National Geodetic Survey in November 1994.
 FH1048
 FH1048.The orthometric height was scaled from a topographic map.
 FH1048
 FH1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1048.GEOID18 height accuracy estimate available here.
 FH1048
 FH1048.Click photographs - Photos may exist for this station.
 FH1048
 FH1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1048
 FH1048. The following values were computed from the NAD 83(1993) position.
 FH1048
 FH1048;                    North         East     Units Scale Factor Converg.
 FH1048;SPC OK N     -   112,691.340   848,858.224   MT  0.99995052   +1 37 43.7
 FH1048;SPC OK N     -   369,721.50  2,784,962.36   sFT  0.99995052   +1 37 43.7
 FH1048;UTM  15      - 3,984,470.365   298,058.110   MT  1.00010252   -1 18 59.6
 FH1048
 FH1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1048!SPC OK N     -   0.99996250  x   0.99995052  =   0.99991303
 FH1048!UTM  15      -   0.99996250  x   1.00010252  =   1.00006502
 FH1048
 FH1048:                Primary Azimuth Mark                     Grid Az
 FH1048:SPC OK N     -  NEOSHO AZ MK                             142 21 44.0
 FH1048:UTM  15      -  NEOSHO AZ MK                             145 18 27.3
 FH1048
 FH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9805884470(NAD 83)
 FH1048
 FH1048|---------------------------------------------------------------------|
 FH1048| PID    Reference Object                     Distance      Geod. Az  |
 FH1048|                                                           dddmmss.s |
 FH1048| CI2654 NEOSHO AZ MK                                       1435927.7 |
 FH1048| CI2655 NEOSHO RM 1                          18.740 METERS 14431     |
 FH1048| CI2656 NEOSHO RM 2                          27.310 METERS 23154     |
 FH1048|---------------------------------------------------------------------|
 FH1048
 FH1048                          SUPERSEDED SURVEY CONTROL
 FH1048
 FH1048  NAD 83(1986)-  35 59 01.65900(N)    095 14 23.92663(W) AD(       ) 1
 FH1048  NAD 27      -  35 59 01.30000(N)    095 14 23.07400(W) AD(       ) 1
 FH1048
 FH1048.Superseded values are not recommended for survey control.
 FH1048
 FH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1048.See file dsdata.pdf to determine how the superseded data were derived.
 FH1048
 FH1048_MARKER: DS = TRIANGULATION STATION DISK
 FH1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1048_STAMPING: NEOSHO 1940
 FH1048_MARK LOGO: CGS
 FH1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1048+STABILITY: SURFACE MOTION
 FH1048
 FH1048  HISTORY     - Date     Condition        Report By
 FH1048  HISTORY     - 1940     MONUMENTED       CGS
 FH1048  HISTORY     - 1960     GOOD             CGS
 FH1048
 FH1048                          STATION DESCRIPTION
 FH1048
 FH1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1048'THIS STATION IS LOCATED ABOUT 8.0 MILES ENE OF WAGONER ON THE
 FH1048'HIGHEST POINT OF A TIMBERED RIDGE LYING JUST E OF NEOSHO RIVER.
 FH1048'
 FH1048'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1048'DISKS SET IN CONCRETE.
 FH1048'
 FH1048'STATION MARK IS STAMPED NEOSHO 1940 PROJECTS ABOUT 6 INCHES
 FH1048'ABOVE THE GROUND, AND IS 10.5 FEET E OF A WHITE REFERENCE
 FH1048'POST, 14.0 FEET W OF THE CENTER LINE OF TRACK ROAD, AND 27.5
 FH1048'FEET S OF A 2.5-FOOT OAK TREE WITH A TRIANGULAR BLAZE ON IT.
 FH1048'
 FH1048'REFERENCE MARK NO.1 IS STAMPED NEOSHO NO.1 1940 PROJECTS ABOUT
 FH1048'6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 FH1048'THE STATION, 37.5 FEET E OF FENCE, AND 50 FEET W OF THE W EDGE OF
 FH1048'A CULTIVATED FIELD.  REFERENCE MARK NO.2 IS STAMPED NEOSHO NO.2,
 FH1048'1940 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 FH1048'2.0 FEET LOWER THAN THE STATION, AND 21.5 FEET W OF THE CENTER
 FH1048'LINE OF A TRACK ROAD.
 FH1048'
 FH1048'AZIMUTH MARK IS STAMPED NEOSHO 1940 PROJECTS ABOUT 2 INCHES ABOVE
 FH1048'THE GROUND.  IT IS IN THE E EDGE OF A FIELD, 28.5 FEET W OF FENCE,
 FH1048'5.6 FEET S OF A WHITE REFERENCE POST, AND 7.0 FEET E OF THE
 FH1048'CENTER LINE OF A DIM TRACK ROAD.
 FH1048'
 FH1048'TO REACH AZIMUTH MARK FROM STATION WALK SE APPROXIMATELY 0.2 MILE
 FH1048'TO THE AZIMUTH MARK ON THE E EDGE OF FIELD.
 FH1048'
 FH1048'TO REACH STATION FROM THE COURT HOUSE IN WAGONER GO E ON STATE
 FH1048'HIGHWAY 51, 6.55 MILES TO THE NEOSHO RIVER BRIDGE.  CONTINUE
 FH1048'EASTERLY ON STATE HIGHWAY 51, 1.6 MILES TO ROAD ON THE LEFT (N).
 FH1048'TURN LEFT (N) AND GO 2.0 MILES TO CROSS ROAD.  CONTINUE STRAIGHT
 FH1048'AHEAD N 1.0 MILE TO WHERE GRADED ROAD TURNS E AND TRACK ROAD
 FH1048'CONTINUES N.  TAKE TRACK ROAD AND GO 0.9 MILE TO OAK TREE ON THE
 FH1048'LEFT WITH TRIANGULAR BLAZE AND STATION.
 FH1048'
 FH1048'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1048
 FH1048                          STATION RECOVERY (1960)
 FH1048
 FH1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1048'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1048'CONDITION.
 FH1048'
 FH1048'TO REACH THE STATION FROM WAGONER, FROM THE POST OFFICE, GO
 FH1048'EAST ON STATE HIGHWAY 51 FOR 0.4 MILE, TURN RIGHT AND GO
 FH1048'SOUTH AND EAST ON HIGHWAY 51 FOR 7.1 MILES TO THE EAST END OF THE
 FH1048'GRAND RIVER BRIDGE, CONTINUE EAST ON THE HIGHWAY FOR 1.25
 FH1048'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.9
 FH1048'MILES TO FORKS, TAKE RIGHT FORK AND GO EAST AND NORTH FOR
 FH1048'0.5 MILE TO ANGLING CROSSROADS, CONTINUE NORTH FOR 0.7
 FH1048'MILE TO POINT WHERE MAIN ROAD TURNS RIGHT, CONTINUE NORTH
 FH1048'ON TRACK ROAD FOR 0.1 MILE TO FORKS, TAKE LEFT FORK AND
 FH1048'GO WEST TO TOP OF RIDGE THEN BEAR RIGHT AND GO NORTHERLY
 FH1048'ALONG TOP OF RIDGE TO A CLEARED FIELD ON THE RIGHT AND
 FH1048'STATION TO LEFT OF OLD ROAD.  TOTAL DISTANCE FROM MAIN ROAD
 FH1048'TO STATION IS ABOUT 1.1 MILES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0779 ***********************************************************************
 GG0779  DESIGNATION -  NEOSHO
 GG0779  PID         -  GG0779
 GG0779  STATE/COUNTY-  OK/MAYES
 GG0779  COUNTRY     -  US
 GG0779  USGS QUAD   -  SALINA (2019)
 GG0779
 GG0779                         *CURRENT SURVEY CONTROL
 GG0779  ______________________________________________________________________
 GG0779* NAD 83(1993) POSITION- 36 15 38.05112(N) 095 13 06.66726(W)   ADJUSTED
 GG0779* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 GG0779  ______________________________________________________________________
 GG0779  GEOID HEIGHT    -        -29.104 (meters)                     GEOID18
 GG0779  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 GG0779  HORZ ORDER      -  FIRST
 GG0779
 GG0779.The horizontal coordinates were established by classical geodetic methods
 GG0779.and adjusted by the National Geodetic Survey in November 1994.
 GG0779
 GG0779.The orthometric height was scaled from a topographic map.
 GG0779
 GG0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0779.GEOID18 height accuracy estimate available here.
 GG0779
 GG0779.Click photographs - Photos may exist for this station.
 GG0779
 GG0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0779
 GG0779. The following values were computed from the NAD 83(1993) position.
 GG0779
 GG0779;                    North         East     Units Scale Factor Converg.
 GG0779;SPC OK N     -   143,444.384   849,913.499   MT  0.99994672   +1 38 29.3
 GG0779;SPC OK N     -   470,617.12  2,788,424.54   sFT  0.99994672   +1 38 29.3
 GG0779;UTM  15      - 4,015,132.936   300,694.932   MT  1.00008945   -1 18 45.3
 GG0779
 GG0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0779!SPC OK N     -   0.99996798  x   0.99994672  =   0.99991470
 GG0779!UTM  15      -   0.99996798  x   1.00008945  =   1.00005743
 GG0779
 GG0779:                Primary Azimuth Mark                     Grid Az
 GG0779:SPC OK N     -  NEOSHO AZ MK                             282 32 40.7
 GG0779:UTM  15      -  NEOSHO AZ MK                             285 29 55.3
 GG0779
 GG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0069415132(NAD 83)
 GG0779
 GG0779|---------------------------------------------------------------------|
 GG0779| PID    Reference Object                     Distance      Geod. Az  |
 GG0779|                                                           dddmmss.s |
 GG0779| CI2652 NEOSHO RM 1                          18.644 METERS 03309     |
 GG0779| GG0784 LOCUST GROVE MUNICIPAL TANK         APPROX. 8.0 KM 1444904.4 |
 GG0779| CI2651 NEOSHO AZ MK                                       2841110.0 |
 GG0779| CI2653 NEOSHO RM 2                          15.010 METERS 31942     |
 GG0779|---------------------------------------------------------------------|
 GG0779
 GG0779                          SUPERSEDED SURVEY CONTROL
 GG0779
 GG0779  NAD 83(1986)-  36 15 38.06908(N)    095 13 06.65116(W) AD(       ) 1
 GG0779  NAD 27      -  36 15 37.73200(N)    095 13 05.77500(W) AD(       ) 1
 GG0779
 GG0779.Superseded values are not recommended for survey control.
 GG0779
 GG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0779.See file dsdata.pdf to determine how the superseded data were derived.
 GG0779
 GG0779_MARKER: DS = TRIANGULATION STATION DISK
 GG0779_SETTING: 80 = SET IN A BOULDER
 GG0779_STAMPING: NEOSHO 1939
 GG0779_MARK LOGO: CGS
 GG0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0779+STABILITY: SURFACE MOTION
 GG0779
 GG0779  HISTORY     - Date     Condition        Report By
 GG0779  HISTORY     - 1939     MONUMENTED       CGS
 GG0779  HISTORY     - 1955     MARK NOT FOUND   SSC
 GG0779  HISTORY     - 1960     GOOD             CGS
 GG0779  HISTORY     - 1960     GOOD             FAMC
 GG0779
 GG0779                          STATION DESCRIPTION
 GG0779
 GG0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0779'ABOUT 6.5 MILES AIRLINE SOUTHEAST OF PRYOR, 5 MILES NORTHWEST
 GG0779'OF LOCUST GROVE, 9 MILES NORTHEAST OF CHOTEAU, IN THE NORTHWEST
 GG0779'QUARTER OF SEC. 31, T. 21 NO., R. 20 E.  IT IS ABOUT 1.5
 GG0779'MILES NORTH OF THE NEOSHO RIVER ON THE TOP OF A VERY PROMINENT
 GG0779'BRUSH-CAPPED PRAIRIE KNOLL.  THIS RIDGE ON WHICH THE STATION
 GG0779'IS LOCATED IS VERY PROMINENT AND CAN BE SEEN FOR SEVERAL
 GG0779'MILES BEFORE REACHING IT.
 GG0779'
 GG0779'TO REACH FROM THE TALL FLAGPOLE IN THE CENTER OF MAIN STREET
 GG0779'IN PRYOR GO EAST ON STATE HIGHWAY 20 FOR 3.4 MILES, THENCE
 GG0779'RIGHT, (SOUTH) ON GRAVEL ROAD FOR 3.0 MILES, THENCE LEFT
 GG0779'(EAST) ON GRAVEL ROAD FOR 2.0 MILES, THENCE RIGHT (SOUTH)
 GG0779'ON GRADED ROAD FOR 0.2 MILES TO TOP OF RIDGE AND END OF
 GG0779'TRUCK TRAVEL, FROM HERE THE STATION IS ABOUT 200 YARDS TO THE
 GG0779'EAST.
 GG0779'
 GG0779'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0779'DISKS SET IN BOULDERS.
 GG0779'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 GG0779'BEDROCK.
 GG0779'
 GG0779'AZIMUTH MARK IS 0.2 MILE NORTH AND 0.8 MILE WEST OF THE
 GG0779'STATION, IN THE SOUTH ABUTMENT OF A CONCRETE CULVERT.
 GG0779'
 GG0779'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 GG0779
 GG0779                          STATION RECOVERY (1955)
 GG0779
 GG0779'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 GG0779'SURFACE MARK OF THE STATION WAS NOT RECOVERED.  UNDERGROUND
 GG0779'MARK WAS NOT SEARCHED FOR.  REFERENCE MARK 1 AND 2 WERE
 GG0779'RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT
 GG0779'VISITED.
 GG0779
 GG0779                          STATION RECOVERY (1960)
 GG0779
 GG0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0779'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0779'CONDITION.
 GG0779'
 GG0779'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM PRYOR IS
 GG0779'ADEQUATE FOR RECOVERY.
 GG0779
 GG0779                          STATION RECOVERY (1960)
 GG0779
 GG0779'RECOVERY NOTE BY FALCON AIR MAPS COMPANY 1960 (WJW)
 GG0779'ALL MARKS WERE FOUND IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0648 ***********************************************************************
 GH0648  DESIGNATION -  NEW
 GH0648  PID         -  GH0648
 GH0648  STATE/COUNTY-  OK/KAY
 GH0648  COUNTRY     -  US
 GH0648  USGS QUAD   -  KILDARE (2018)
 GH0648
 GH0648                         *CURRENT SURVEY CONTROL
 GH0648  ______________________________________________________________________
 GH0648* NAD 83(1997) POSITION- 36 52 05.09290(N) 097 04 01.13208(W)   ADJUSTED
 GH0648* NAVD 88 ORTHO HEIGHT -   343.    (meters)     1125.    (feet) SCALED
 GH0648  ______________________________________________________________________
 GH0648  GEOID HEIGHT    -        -29.001 (meters)                     GEOID18
 GH0648  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 GH0648  HORZ ORDER      -  SECOND
 GH0648
 GH0648.The horizontal coordinates were established by classical geodetic methods
 GH0648.and adjusted by the National Geodetic Survey in October 1998.
 GH0648
 GH0648.The orthometric height was scaled from a topographic map.
 GH0648
 GH0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0648.GEOID18 height accuracy estimate available here.
 GH0648
 GH0648.Click photographs - Photos may exist for this station.
 GH0648
 GH0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0648
 GH0648. The following values were computed from the NAD 83(1997) position.
 GH0648
 GH0648;                    North         East     Units Scale Factor Converg.
 GH0648;SPC OK N     -   207,677.476   683,193.212   MT  1.00002008   +0 33 02.2
 GH0648;SPC OK N     -   681,355.19  2,241,443.06   sFT  1.00002008   +0 33 02.2
 GH0648;UTM  14      - 4,081,982.553   672,298.327   MT  0.99996573   +1 09 36.2
 GH0648
 GH0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0648!SPC OK N     -   0.99995071  x   1.00002008  =   0.99997078
 GH0648!UTM  14      -   0.99995071  x   0.99996573  =   0.99991644
 GH0648
 GH0648:                Primary Azimuth Mark                     Grid Az
 GH0648:SPC OK N     -  NEW AZ MK                                184 36 41.7
 GH0648:UTM  14      -  NEW AZ MK                                184 00 07.7
 GH0648
 GH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7229881982(NAD 83)
 GH0648
 GH0648|---------------------------------------------------------------------|
 GH0648| PID    Reference Object                     Distance      Geod. Az  |
 GH0648|                                                           dddmmss.s |
 GH0648| CL5843 NEW RM 1                             10.328 METERS 03955     |
 GH0648| CL5844 NEW RM 2                             17.080 METERS 17646     |
 GH0648| CL5842 NEW AZ MK                                          1850943.9 |
 GH0648|---------------------------------------------------------------------|
 GH0648
 GH0648                          SUPERSEDED SURVEY CONTROL
 GH0648
 GH0648  NAD 83(1993)-  36 52 05.09337(N)    097 04 01.13066(W) AD(       ) 2
 GH0648  NAD 83(1986)-  36 52 05.10460(N)    097 04 01.12148(W) AD(       ) 2
 GH0648  NAD 27      -  36 52 04.98779(N)    097 03 59.98391(W) AD(       ) 2
 GH0648
 GH0648.Superseded values are not recommended for survey control.
 GH0648
 GH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0648.See file dsdata.pdf to determine how the superseded data were derived.
 GH0648
 GH0648_MARKER: DS = TRIANGULATION STATION DISK
 GH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0648_STAMPING: NEW 1958
 GH0648_MARK LOGO: CGS
 GH0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0648+STABILITY: SURFACE MOTION
 GH0648
 GH0648  HISTORY     - Date     Condition        Report By
 GH0648  HISTORY     - 1958     MONUMENTED       CGS
 GH0648
 GH0648                          STATION DESCRIPTION
 GH0648
 GH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0648'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE CENTER OF
 GH0648'NEWKIRK, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF
 GH0648'SECTION 35, T 28 N, R 2 E, ON THE RIGHT-OF-WAY OF U.S.
 GH0648'HIGHWAY 77.
 GH0648'
 GH0648'STATION IS REACHED FROM THE COURTHOUSE IN NEWKIRK BY GOING
 GH0648'SOUTH AND WEST ON U.S. HIGHWAY 77 FOR 1.1 MILES TO A POINT
 GH0648'WHERE THE HIGHWAY TURNS SOUTH, TURN LEFT, SOUTH, AND CONTINUE
 GH0648'ON HIGHWAY 77 FOR 0.5 MILE TO CROSSROADS AND STATION IN THE
 GH0648'SOUTHEAST ANGLE OF THE INTERSECTION.
 GH0648'
 GH0648'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH
 GH0648'SQUARE CONCRETE POSTS.
 GH0648'
 GH0648'STATION MARKS ARE STAMPED NEW 1958 AND THE SURFACE MARK PROJECTS
 GH0648'2 INCHES.  IT IS 230 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 GH0648'THE INTERSECTION, 211 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 GH0648'SECTION LINE ROAD, 54 FEET EAST OF THE CENTER OF THE EAST
 GH0648'LANE OF THE HIGHWAY, (THE HIGHWAY HAS FOUR LANES, THE EAST
 GH0648'LANES BEING SEPERATED FROM THE WEST ONES BY AN ISLAND) 14 FEET
 GH0648'SOUTH OF A POWERLINE POLE, 85 FEET NORTH OF A TELEPHONE POLE
 GH0648'AND 4 FEET WEST OF A ROAD RIGHT-OF-WAY FENCE.  NO WITNESS
 GH0648'POST WAS SET.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 GH0648'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 GH0648'
 GH0648'REFERENCE MARK 1 IS STAMPED NEW NO 1 1958 AND PROJECTS 6
 GH0648'INCHES.  IT IS 79 FEET EAST OF THE CENTER OF THE EAST LANE OF
 GH0648'THE HIGHWAY, 25 FEET NORTHEAST OF THE POWERLINE POLE AND 1
 GH0648'FOOT NORTHWEST OF A RIGHT OF WAY FENCE.
 GH0648'
 GH0648'REFERENCE MARK 2 IS STAMPED NEW NO 2 1958 AND PROJECTS 6
 GH0648'INCHES.  IT IS 70 FEET SOUTH OF THE POWERLINE POLE, 56 FEET
 GH0648'EAST OF THE CENTER OF THE EAST LANE OF THE HIGHWAY, 29 FEET
 GH0648'NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 GH0648'FENCE.
 GH0648'
 GH0648'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH ON
 GH0648'THE HIGHWAY 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS
 GH0648'STAMPED NEW 1958 AND PROJECTS 6 INCHES.  IT IS 76 FEET WEST
 GH0648'OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTHEAST OF AN UNDERGROUND
 GH0648'CABLE WARNING SIGN, 3 FEET NORTHEAST OF A POWERLINE POLE
 GH0648'AND 1 FOOT EAST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE.  A 4 IN
 GH0648'X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0912 ***********************************************************************
 FJ0912  DESIGNATION -  NEWALLA
 FJ0912  PID         -  FJ0912
 FJ0912  STATE/COUNTY-  OK/OKLAHOMA
 FJ0912  COUNTRY     -  US
 FJ0912  USGS QUAD   -  HARRAH (2018)
 FJ0912
 FJ0912                         *CURRENT SURVEY CONTROL
 FJ0912  ______________________________________________________________________
 FJ0912* NAD 83(1993) POSITION- 35 26 12.57421(N) 097 11 18.45496(W)   ADJUSTED
 FJ0912* NAVD 88 ORTHO HEIGHT -   376.    (meters)     1234.    (feet) SCALED
 FJ0912  ______________________________________________________________________
 FJ0912  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 FJ0912  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 FJ0912  HORZ ORDER      -  FIRST
 FJ0912
 FJ0912.The horizontal coordinates were established by classical geodetic methods
 FJ0912.and adjusted by the National Geodetic Survey in November 1994.
 FJ0912
 FJ0912.The orthometric height was scaled from a topographic map.
 FJ0912
 FJ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0912.GEOID18 height accuracy estimate available here.
 FJ0912
 FJ0912.Click photographs - Photos may exist for this station.
 FJ0912
 FJ0912.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0912
 FJ0912. The following values were computed from the NAD 83(1993) position.
 FJ0912
 FJ0912;                    North         East     Units Scale Factor Converg.
 FJ0912;SPC OK N     -    48,775.540   673,689.228   MT  1.00002610   +0 28 44.1
 FJ0912;SPC OK N     -   160,024.42  2,210,262.08   sFT  1.00002610   +0 28 44.1
 FJ0912;SPC OK S     -   233,634.909   673,690.799   MT  1.00004655   +0 27 38.3
 FJ0912;SPC OK S     -   766,517.20  2,210,267.23   sFT  1.00004655   +0 27 38.3
 FJ0912;UTM  14      - 3,922,994.643   664,431.797   MT  0.99993320   +1 03 02.1
 FJ0912
 FJ0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0912!SPC OK N     -   0.99994522  x   1.00002610  =   0.99997132
 FJ0912!SPC OK S     -   0.99994522  x   1.00004655  =   0.99999177
 FJ0912!UTM  14      -   0.99994522  x   0.99993320  =   0.99987842
 FJ0912
 FJ0912:                Primary Azimuth Mark                     Grid Az
 FJ0912:SPC OK N     -  NEWALLA AZ MK                            213 03 40.2
 FJ0912:SPC OK S     -  NEWALLA AZ MK                            213 04 46.0
 FJ0912:UTM  14      -  NEWALLA AZ MK                            212 29 22.2
 FJ0912
 FJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6443122994(NAD 83)
 FJ0912
 FJ0912|---------------------------------------------------------------------|
 FJ0912| PID    Reference Object                     Distance      Geod. Az  |
 FJ0912|                                                           dddmmss.s |
 FJ0912| FJ0852 HARRAH OG AND E STACK               APPROX. 7.9 KM 0054530.9 |
 FJ0912| CL5849 NEWALLA RM 1                         28.476 METERS 05249     |
 FJ0912| FJ0895 MC LOUD MUNICIPAL TANK              APPROX. 8.8 KM 0895113.8 |
 FJ0912| FJ1229 SHAWNEE SILVER TANK EAST            APPROX.31.4 KM 1110349.1 |
 FJ0912| CL5848 NEWALLA AZ MK                                      2133224.3 |
 FJ0912| FJ0970 OKLA NATURLA GAS CO MICROWAVE       APPROX. 8.6 KM 2702008.7 |
 FJ0912| CL5850 NEWALLA RM 2                         26.338 METERS 33601     |
 FJ0912|---------------------------------------------------------------------|
 FJ0912
 FJ0912                          SUPERSEDED SURVEY CONTROL
 FJ0912
 FJ0912  NAD 83(1986)-  35 26 12.58033(N)    097 11 18.43711(W) AD(       ) 1
 FJ0912  NAD 27      -  35 26 12.34584(N)    097 11 17.33002(W) AD(       ) 1
 FJ0912
 FJ0912.Superseded values are not recommended for survey control.
 FJ0912
 FJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0912.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0912
 FJ0912_MARKER: DS = TRIANGULATION STATION DISK
 FJ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0912_STAMPING: NEWALLA 1955
 FJ0912_MARK LOGO: CGS
 FJ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0912+STABILITY: SURFACE MOTION
 FJ0912
 FJ0912  HISTORY     - Date     Condition        Report By
 FJ0912  HISTORY     - 1955     MONUMENTED       CGS
 FJ0912  HISTORY     - 1957     GOOD             CGS
 FJ0912  HISTORY     - 1968     GOOD             OKDH
 FJ0912  HISTORY     - 1970     GOOD             NGS
 FJ0912
 FJ0912                          STATION DESCRIPTION
 FJ0912
 FJ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0912'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 10, T. 11 N.,
 FJ0912'R. 1 E., ON LAND OWNED BY MISS TWILA THORNBRUGH OF YUKON.
 FJ0912'IT IS ABOUT 5-1/2 MILES WEST OF MC LOUD, 2-1/2 MILES WEST
 FJ0912'OF THE POTTAWATOMIE-OKLAHOMA COUNTY LINE AND 0.1 MILE NORTH
 FJ0912'OF STATE HIGHWAY 3.
 FJ0912'
 FJ0912'TO REACH THE STATION FROM THE INTERSECTION OF MID AMERICA
 FJ0912'BLVD. AND STATE HIGHWAY 3 IN MIDWEST CITY, GO EAST ON STATE
 FJ0912'HIGHWAY 3 FOR 8.4 MILES TO A CHURCH ON THE LEFT, CONTINUE
 FJ0912'EAST ON STATE HIGHWAY 3 FOR 3.5 MILES TO MR. HOLMES RESIDENCE
 FJ0912'ON THE RIGHT AND A TRACK ROAD LEFT.  TURN LEFT ON THE TRACK
 FJ0912'ROAD AND GO NORTHEAST 0.05 MILE TO A NORTHWEST-SOUTHEAST
 FJ0912'STRIP ABOUT 80 FEET WIDE WHICH HAS BEEN CLEARED THROUGH
 FJ0912'THE SCATTERED BLACK JACK TREES.  TURN LEFT AND FOLLOW THE
 FJ0912'TRACK ROAD NORTHWEST ALONG THE CLEARING FOR 0.1 MILE TO
 FJ0912'THE STATION ON THE WEST SIDE OF THE CLEARING.
 FJ0912'
 FJ0912'THE STATION MARK IS 33 FEET EAST OF AN 8-INCH BLACK JACK
 FJ0912'TREE WITH A TRIANGLE BLAZE, (THIS TREE IS ABOUT ON LINE WITH
 FJ0912'THE EAST SIDE OF MR. HOLMES HOUSE), 4 FEET EAST OF A WITNESS
 FJ0912'POST AND PROJECTS 6 INCHES.  THE DISK IS STAMPED NEWALLA
 FJ0912'1955.
 FJ0912'
 FJ0912'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 61 FEET
 FJ0912'SOUTH OF A 6-INCH BLACK JACK TREE WITH A TRIANGLE BLAZE,
 FJ0912'ON THE EASTERN SIDE OF THE CLEARING AND PROJECTS 5 INCHES.
 FJ0912'THE DISK IS STAMPED NEWALLA NO 1 1955.
 FJ0912'
 FJ0912'REFERENCE MARK NO. 2, NORTH-NORTHWEST OF THE STATION, PROJECTS
 FJ0912'2 INCHES AND THE DISK IS STAMPED NEWALLA 1955.
 FJ0912'
 FJ0912'THE AZIMUTH MARK, 0.2 MILE SOUTHWEST OF THE STATION, IS
 FJ0912'0.05 MILE SOUTH OF STATE HIGHWAY 3, 35.2 FEET NORTHWEST OF
 FJ0912'THE NORTHWEST CORNER OF THE PORCH ON THE NORTH SIDE OF MR.
 FJ0912'KEBELMANS HOUSE, 2 FEET SOUTH OF A WITNESS POST, 1.5 FEET
 FJ0912'NORTH OF A POWER POLE AND IS LEVEL WITH THE SURFACE OF THE
 FJ0912'GROUND.  THE DISK IS STAMPED NEWALLA 1955.
 FJ0912'
 FJ0912'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST FOR
 FJ0912'0.1 MILE, THEN SOUTHWEST FOR 0.05 MILE TO STATE HIGHWAY 3
 FJ0912'AND MR. HOLMES RESIDENCE.  TURN RIGHT AND GO WEST 0.1 MILE
 FJ0912'TO A DRIVEWAY AND A MAIL BOX WITH THE NAME KEBELMAN, TURN
 FJ0912'LEFT AND GO SOUTH ON THE DRIVEWAY 0.05 MILE TO THE LARGE
 FJ0912'WHITE HOUSE AND THE MARK NORTHWEST OF THE HOUSE.
 FJ0912'
 FJ0912'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0912
 FJ0912                          STATION RECOVERY (1957)
 FJ0912
 FJ0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0912'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 FJ0912'GOOD CONDITION.  THE DESCRIPTION OF THE STATION AND TO REACH
 FJ0912'THE STATION IS CORRECT AND ADEQUATE.
 FJ0912
 FJ0912                          STATION RECOVERY (1968)
 FJ0912
 FJ0912'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0912'NEWALLA 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0912'
 FJ0912'NEWALLA NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0912'
 FJ0912'NEWALLA NO. 2 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0912'
 FJ0912'NEWALLA 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0912'DESCRIBED.
 FJ0912'
 FJ0912'IN CHECKING THE REFERENCES AN ERROR WAS FOUND IN THE DISTANCES.
 FJ0912'THE DISTANCE TO NEWALLA NO. 1 IS 93.49 AND TO NEWALLA NO.
 FJ0912'2 IS 86.43.
 FJ0912
 FJ0912                          STATION RECOVERY (1970)
 FJ0912
 FJ0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ0912'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 FJ0912'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARK
 FJ0912'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 FJ0912'FOR RECOVERY.  CLEARING IS REQUIRED TO SEE THE AZIMUTH MARK.
 FJ0912'
 FJ0912'THE STATION IS 35.5 FEET NORTHWEST OF A BLACKJACK TREE WITH A
 FJ0912'WITNESS SIGN AND 64.5 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 FJ0912'
 FJ0912'REFERENCE MARK NO. 1 IS 93.47 FEET NORTHEAST OF THE STATION INSTEAD
 FJ0912'OF 93.76 FEET AND IS 32 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 FJ0912'
 FJ0912'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF THE CENTER OF THE TRACK
 FJ0912'ROAD.
 FJ0912'
 FJ0912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 FJ0912'WEST OF MCLOUD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1362 ***********************************************************************
 FJ1362  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1362  DESIGNATION -  NEWCAS
 FJ1362  PID         -  FJ1362
 FJ1362  STATE/COUNTY-  OK/MCCLAIN
 FJ1362  COUNTRY     -  US
 FJ1362  USGS QUAD   -  OKLAHOMA CITY SW (2018)
 FJ1362
 FJ1362                         *CURRENT SURVEY CONTROL
 FJ1362  ______________________________________________________________________
 FJ1362* NAD 83(2011) POSITION- 35 17 26.64211(N) 097 38 52.22853(W)   ADJUSTED
 FJ1362* NAD 83(2011) ELLIP HT-   372.696 (meters)        (06/27/12)   ADJUSTED
 FJ1362* NAD 83(2011) EPOCH   -  2010.00
 FJ1362* NAVD 88 ORTHO HEIGHT -   399.4   (meters)     1310.    (feet) GPS OBS
 FJ1362  ______________________________________________________________________
 FJ1362  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1362  GEOID HEIGHT    -        -26.621 (meters)                     GEOID96
 FJ1362  GEOID HEIGHT    -        -26.721 (meters)                     GEOID18
 FJ1362  NAD 83(2011) X  -   -693,655.537 (meters)                     COMP
 FJ1362  NAD 83(2011) Y  - -5,165,799.971 (meters)                     COMP
 FJ1362  NAD 83(2011) Z  -  3,664,456.892 (meters)                     COMP
 FJ1362  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 FJ1362
 FJ1362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1362  Standards:
 FJ1362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1362  -------------------------------------------------------------------
 FJ1362  NETWORK    2.94   4.53           1.05   1.31   2.31      0.19181675
 FJ1362  -------------------------------------------------------------------
 FJ1362  Click here for local accuracies and other accuracy information.
 FJ1362
 FJ1362.The horizontal coordinates were established by GPS observations
 FJ1362.and adjusted by the National Geodetic Survey in June 2012.
 FJ1362
 FJ1362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1362.been affixed to the stable North American tectonic plate. See 
 FJ1362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1362
 FJ1362.The horizontal coordinates are valid at the epoch date displayed above
 FJ1362.which is a decimal equivalence of Year/Month/Day.
 FJ1362
 FJ1362.The orthometric height was determined by GPS observations and a
 FJ1362.high-resolution geoid model.
 FJ1362
 FJ1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1362.GEOID18 height accuracy estimate available here.
 FJ1362
 FJ1362.Click photographs - Photos may exist for this station.
 FJ1362
 FJ1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1362
 FJ1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1362
 FJ1362.The ellipsoidal height was determined by GPS observations
 FJ1362.and is referenced to NAD 83.
 FJ1362
 FJ1362. The following values were computed from the NAD 83(2011) position.
 FJ1362
 FJ1362;                    North         East     Units Scale Factor Converg.
 FJ1362;SPC OK S     -   217,185.562   632,034.119   MT  1.00001185   +0 11 59.6
 FJ1362;SPC OK S     -   712,549.63  2,073,598.61   sFT  1.00001185   +0 11 59.6
 FJ1362;UTM  14      - 3,906,123.391   622,952.536   MT  0.99978630   +0 46 52.6
 FJ1362
 FJ1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1362!SPC OK S     -   0.99994150  x   1.00001185  =   0.99995335
 FJ1362!UTM  14      -   0.99994150  x   0.99978630  =   0.99972782
 FJ1362
 FJ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2295206123(NAD 83)
 FJ1362
 FJ1362                          SUPERSEDED SURVEY CONTROL
 FJ1362
 FJ1362  NAD 83(2007)-  35 17 26.64208(N)    097 38 52.22911(W) AD(2002.00) 0
 FJ1362  ELLIP H (02/10/07)  372.713  (m)                       GP(2002.00)    
 FJ1362  ELLIP H (04/16/01)  372.723  (m)                       GP(       ) 4 2
 FJ1362  NAD 83(1993)-  35 17 26.64190(N)    097 38 52.22897(W) AD(       ) B
 FJ1362  ELLIP H (05/09/94)  372.763  (m)                       GP(       ) 4 2
 FJ1362  NAVD 88 (01/13/95)  399.4    (m)  UNKNOWN  model used  GPS OBS        
 FJ1362  NAVD 88 (05/09/94)  399.4    (m)  GEOID93  model used  GPS OBS        
 FJ1362
 FJ1362.Superseded values are not recommended for survey control.
 FJ1362
 FJ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1362.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1362
 FJ1362_MARKER: I = METAL ROD
 FJ1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1362_STAMPING: NEWCAS 1993
 FJ1362_MARK LOGO: NGS
 FJ1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1362+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 FJ1362
 FJ1362  HISTORY     - Date     Condition        Report By
 FJ1362  HISTORY     - 1993     MONUMENTED       NGS
 FJ1362  HISTORY     - 20040122 GOOD             OKDOT
 FJ1362  HISTORY     - 20130619 GOOD             INDIV
 FJ1362
 FJ1362                          STATION DESCRIPTION
 FJ1362
 FJ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FJ1362'STATION IS LOCATED ABOUT 15 KM (9.30 MI) EAST OF TUTTLE, 4.5 KM
 FJ1362'(2.80 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 44, US HIGHWAY
 FJ1362'62 EAST AND STATE HIGHWAY 37, 0.5 KM (0.30 MI) EAST OF THE JUNCTION
 FJ1362'OF STATE HIGHWAYS 37 AND 76, ALONG HIGHWAY 37, ON THE RIGHT-OF-WAY,
 FJ1362'AT A PAVED FIELD ENTRANCE, IN THE NORTHWEST 1/4 OF SECTION 5, T 9 N,
 FJ1362'R 4 W. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FJ1362'TO REACH FROM THE OVERPASS AT THE JUNCTION OF HIGHWAYS 44, 62 AND 37
 FJ1362'(EXIT 108), FIRST EXIT SOUTH OF THE SOUTH CANADIAN RIVER, GO WEST ON
 FJ1362'HIGHWAY 37 FOR 0.45 KM (0.25 MI) TO A CROSSROAD (TRI-CITY DRIVE).
 FJ1362'CONTINUE AHEAD FOR 3.60 KM (2.25 MI) TO A DIRT ROAD LEFT (WILLOW
 FJ1362'DRIVE) AT TOP OF HILL.  CONTINUE AHEAD FOR 0.30 KM (0.20 MI) TO THE
 FJ1362'STATION ON THE LEFT.
 FJ1362'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 FJ1362'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST SET 1 CM BELOW GROUND.
 FJ1362'IT IS 18.6 M (61.0 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 0.6 M
 FJ1362'(2.0 FT) NORTH OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 FJ1362'FENCE, 1.0 M (3.3 FT) SOUTH OF A METAL WITNESS POST, 1.1 M (3.6 FT)
 FJ1362'EAST OF A METAL WITNESS POST, 1.1 M (3.6 FT) WEST OF A METAL WITNESS
 FJ1362'POST, 6.8 M (22.3 FT) WEST OF THE WEST GATE POST AT THE FIELD
 FJ1362'ENTRANCE, 6.9 M (22.6 FT) EAST OF A PIPE SIGN POST, DIRECTLY ACROSS
 FJ1362'HIGHWAY FROM A POWERLINE POLE WITH A LINE LEADING NORTH.
 FJ1362
 FJ1362                          STATION RECOVERY (2004)
 FJ1362
 FJ1362'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004 (GSR)
 FJ1362'RECOVERED IN GOOD CONDITION.
 FJ1362
 FJ1362                          STATION RECOVERY (2013)
 FJ1362
 FJ1362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JF)
 FJ1362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0726 ***********************************************************************
 GG0726  DESIGNATION -  NEWELL
 GG0726  PID         -  GG0726
 GG0726  STATE/COUNTY-  OK/OTTAWA
 GG0726  COUNTRY     -  US
 GG0726  USGS QUAD   -  MIAMI SE (2018)
 GG0726
 GG0726                         *CURRENT SURVEY CONTROL
 GG0726  ______________________________________________________________________
 GG0726* NAD 83(1997) POSITION- 36 50 01.86665(N) 094 51 50.88718(W)   ADJUSTED
 GG0726* NAVD 88 ORTHO HEIGHT -   265.    (meters)      869.    (feet) SCALED
 GG0726  ______________________________________________________________________
 GG0726  GEOID HEIGHT    -        -29.332 (meters)                     GEOID18
 GG0726  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 GG0726  HORZ ORDER      -  SECOND
 GG0726
 GG0726.The horizontal coordinates were established by classical geodetic methods
 GG0726.and adjusted by the National Geodetic Survey in October 1998.
 GG0726
 GG0726.The orthometric height was scaled from a topographic map.
 GG0726
 GG0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0726.GEOID18 height accuracy estimate available here.
 GG0726
 GG0726.Click photographs - Photos may exist for this station.
 GG0726
 GG0726.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0726
 GG0726. The following values were computed from the NAD 83(1997) position.
 GG0726
 GG0726;                    North         East     Units Scale Factor Converg.
 GG0726;SPC OK N     -   207,996.350   879,689.699   MT  1.00001295   +1 51 02.2
 GG0726;SPC OK N     -   682,401.36  2,886,115.29   sFT  1.00001295   +1 51 02.2
 GG0726;SPC OK N     -   682,401.36  2,886,115.29   sFT  1.00001295   +1 51 02.2
 GG0726;SPC MO W     -    74,093.930   817,519.168   MT  0.99995417   -0 13 05.9
 GG0726;SPC OK N     -   207,996.350   879,689.699   MT  1.00001295   +1 51 02.2
 GG0726;UTM  15      - 4,078,062.764   333,768.055   MT  0.99994043   -1 07 04.1
 GG0726
 GG0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0726!SPC OK N     -   0.99996300  x   1.00001295  =   0.99997595
 GG0726!SPC MO W     -   0.99996300  x   0.99995417  =   0.99991717
 GG0726!SPC OK N     -   0.99996300  x   1.00001295  =   0.99997595
 GG0726!UTM  15      -   0.99996300  x   0.99994043  =   0.99990343
 GG0726
 GG0726:                Primary Azimuth Mark                     Grid Az
 GG0726:SPC OK N     -  MIAMI MUNICIPAL TANK                     345 29 08.7
 GG0726:SPC MO W     -  MIAMI MUNICIPAL TANK                     347 33 16.8
 GG0726:SPC OK N     -  MIAMI MUNICIPAL TANK                     345 29 08.7
 GG0726:UTM  15      -  MIAMI MUNICIPAL TANK                     348 27 15.0
 GG0726
 GG0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3376878062(NAD 83)
 GG0726
 GG0726|---------------------------------------------------------------------|
 GG0726| PID    Reference Object                     Distance      Geod. Az  |
 GG0726|                                                           dddmmss.s |
 GG0726| CI2663 NEWELL RM 1                          17.599 METERS 02115     |
 GG0726| GG0717 RADIO STA KGLC CEN MAST OF 3        APPROX. 9.4 KM 0481722.5 |
 GG0726| GG0729 FAIRLAND MUNICIPAL TANK             APPROX. 9.4 KM 1711436.4 |
 GG0726| CI2664 NEWELL RM 2                          17.874 METERS 20125     |
 GG0726| GG0738 MIAMI MUNICIPAL TANK                APPROX. 6.2 KM 3472010.9 |
 GG0726|---------------------------------------------------------------------|
 GG0726
 GG0726                          SUPERSEDED SURVEY CONTROL
 GG0726
 GG0726  NAD 83(1993)-  36 50 01.86962(N)    094 51 50.88624(W) AD(       ) 2
 GG0726  NAD 83(1986)-  36 50 01.88575(N)    094 51 50.88251(W) AD(       ) 2
 GG0726  NAD 27      -  36 50 01.63530(N)    094 51 50.04310(W) AD(       ) 2
 GG0726
 GG0726.Superseded values are not recommended for survey control.
 GG0726
 GG0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0726.See file dsdata.pdf to determine how the superseded data were derived.
 GG0726
 GG0726_MARKER: DS = TRIANGULATION STATION DISK
 GG0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0726_STAMPING: NEWELL 1960
 GG0726_MARK LOGO: CGS
 GG0726_PROJECTION: FLUSH
 GG0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0726+STABILITY: SURFACE MOTION
 GG0726
 GG0726  HISTORY     - Date     Condition        Report By
 GG0726  HISTORY     - 1960     MONUMENTED       CGS
 GG0726
 GG0726                          STATION DESCRIPTION
 GG0726
 GG0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0726'ABOUT 4 MILES SOUTH OF MIAMI, ABOUT 5 MILES NORTH OF FAIRLAND,
 GG0726'NEAR THE CENTER OF SEC. 8, T. 27 N., R. 23 E., AND ON THE
 GG0726'OKLAHOMA TURNPIKE RIGHT-OF-WAY.  IT IS 12 FEET EAST OF A CUT BANK
 GG0726'AND 10 FEET WEST OF A WIRE FENCE AND WITNESS POST.  THE
 GG0726'MONUMENT IS FLUSH AND THE DISK IS STAMPED NEWELL 1960.
 GG0726'
 GG0726'TO REACH FROM THE AFTON ENTRANCE TO THE OKLAHOMA TURNPIKE,
 GG0726'GO NORTHEAST OF THE TURNPIKE (INTERSTATE 44), FOR 8.75 MILES
 GG0726'TO AN UNDERPASS.  CONTINUE NORTHEAST ON THE TURNPIKE FOR 0.3
 GG0726'MILE TO A LARGE CUT BANK AND THE STATION ON THE RIGHT.
 GG0726'
 GG0726'REFERENCE MARK 1 IS 17 FEET EAST OF THE CUT BANK AND 10 FEET
 GG0726'WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GG0726'IS STAMPED NEWELL NO 1 1960.
 GG0726'
 GG0726'REFERENCE MARK 2 IS 17 FEET EAST OF THE CUT BANK AND 10 FEET
 GG0726'WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GG0726'IS STAMPED NEWELL NO 2 1960.
 GG0726'
 GG0726'NO AZIMUTH MARK.
 GG0726'
 GG0726'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0645 ***********************************************************************
 GH0645  DESIGNATION -  NEWKIRK FARMERS COOP ELEVATOR
 GH0645  PID         -  GH0645
 GH0645  STATE/COUNTY-  OK/KAY
 GH0645  COUNTRY     -  US
 GH0645  USGS QUAD   -  NEWKIRK (2018)
 GH0645
 GH0645                         *CURRENT SURVEY CONTROL
 GH0645  ______________________________________________________________________
 GH0645* NAD 83(1997) POSITION- 36 53 04.14436(N) 097 03 08.32522(W)   ADJUSTED
 GH0645  ______________________________________________________________________
 GH0645  GEOID HEIGHT    -        -29.013 (meters)                     GEOID18
 GH0645  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 GH0645  HORZ ORDER      -  THIRD
 GH0645
 GH0645.The horizontal coordinates were established by classical geodetic methods
 GH0645.and adjusted by the National Geodetic Survey in October 1998.
 GH0645
 GH0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0645.GEOID18 height accuracy estimate available here.
 GH0645
 GH0645.Click photographs - Photos may exist for this station.
 GH0645
 GH0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0645
 GH0645. The following values were computed from the NAD 83(1997) position.
 GH0645
 GH0645;                    North         East     Units Scale Factor Converg.
 GH0645;SPC OK N     -   209,510.445   684,483.334   MT  1.00002362   +0 33 33.4
 GH0645;SPC OK N     -   687,368.85  2,245,675.74   sFT  1.00002362   +0 33 33.4
 GH0645;UTM  14      - 4,083,829.050   673,568.803   MT  0.99997115   +1 10 09.5
 GH0645
 GH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7356883829(NAD 83)
 GH0645
 GH0645                          SUPERSEDED SURVEY CONTROL
 GH0645
 GH0645  NAD 83(1993)-  36 53 04.14485(N)    097 03 08.32364(W) AD(       ) 3
 GH0645  NAD 83(1986)-  36 53 04.15622(N)    097 03 08.31467(W) AD(       ) 3
 GH0645  NAD 27      -  36 53 04.04034(N)    097 03 07.17800(W) AD(       ) 3
 GH0645
 GH0645.Superseded values are not recommended for survey control.
 GH0645
 GH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0645.See file dsdata.pdf to determine how the superseded data were derived.
 GH0645
 GH0645_MARKER: 65 = GRAIN ELEVATOR
 GH0645
 GH0645  HISTORY     - Date     Condition        Report By
 GH0645  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0645
 GH0645                          STATION DESCRIPTION
 GH0645
 GH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0645'THE STATION IS THE DUST COLLECTOR ATOP THE HEADHOUSE OF THE
 GH0645'ELEVATOR.  THE ELEVATOR CONSISTS OF SEVERAL CONCRETE CYLINDERS,
 GH0645'WHITE IN COLOR AND 170 FEET IN HEIGHT.  IT IS IN THE
 GH0645'NORTHEAST EDGE OF NEWKIRK.  IT IS ON THE EAST SIDE OF THE
 GH0645'RAILROAD TRACKS AND U.S. HIGHWAY 77.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0644 ***********************************************************************
 GH0644  DESIGNATION -  NEWKIRK MUNICIPAL TANK
 GH0644  PID         -  GH0644
 GH0644  STATE/COUNTY-  OK/KAY
 GH0644  COUNTRY     -  US
 GH0644  USGS QUAD   -  NEWKIRK (2018)
 GH0644
 GH0644                         *CURRENT SURVEY CONTROL
 GH0644  ______________________________________________________________________
 GH0644* NAD 83(1997) POSITION- 36 52 44.50266(N) 097 03 04.59864(W)   ADJUSTED
 GH0644  ______________________________________________________________________
 GH0644  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 GH0644  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 GH0644  HORZ ORDER      -  THIRD
 GH0644
 GH0644.The horizontal coordinates were established by classical geodetic methods
 GH0644.and adjusted by the National Geodetic Survey in October 1998.
 GH0644
 GH0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0644.GEOID18 height accuracy estimate available here.
 GH0644
 GH0644.Click photographs - Photos may exist for this station.
 GH0644
 GH0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0644
 GH0644. The following values were computed from the NAD 83(1997) position.
 GH0644
 GH0644;                    North         East     Units Scale Factor Converg.
 GH0644;SPC OK N     -   208,905.877   684,581.529   MT  1.00002243   +0 33 35.6
 GH0644;SPC OK N     -   685,385.36  2,245,997.90   sFT  1.00002243   +0 33 35.6
 GH0644;UTM  14      - 4,083,225.592   673,673.423   MT  0.99997159   +1 10 11.2
 GH0644
 GH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7367383225(NAD 83)
 GH0644
 GH0644                          SUPERSEDED SURVEY CONTROL
 GH0644
 GH0644  NAD 83(1993)-  36 52 44.50341(N)    097 03 04.59720(W) AD(       ) 3
 GH0644  NAD 83(1986)-  36 52 44.51455(N)    097 03 04.58800(W) AD(       ) 3
 GH0644  NAD 27      -  36 52 44.39869(N)    097 03 03.44577(W) AD(       ) 3
 GH0644
 GH0644.Superseded values are not recommended for survey control.
 GH0644
 GH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0644.See file dsdata.pdf to determine how the superseded data were derived.
 GH0644
 GH0644_MARKER: 51 = TANK
 GH0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0644+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 GH0644
 GH0644  HISTORY     - Date     Condition        Report By
 GH0644  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0644  HISTORY     - 1957     GOOD             CGS
 GH0644  HISTORY     - 20040819 GOOD             USPSQD
 GH0644  HISTORY     - 20120512 GOOD             GEOCAC
 GH0644
 GH0644                          STATION DESCRIPTION
 GH0644
 GH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0644'POINT OBSERVED UPON IS THE FINIAL OF THE SILVER MUNICIPAL WATER
 GH0644'TANK LOCATED IN THE SOUTHEAST PORTION OF NEWKIRK, OKLAHOMA,
 GH0644'ABOUT 75 FEET NORTH OF THE MUNICIPAL WATER AND POWER PLANTS,
 GH0644'AND 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GROUND
 GH0644'RESERVOIR.  APPROXIMATELY 150 FEET, ERECTED IN 1927.
 GH0644'
 GH0644'OBSERVED FROM STATIONS NEWKIRK NORTH BASE, LEWIS, WARREN, KAW,
 GH0644'NEWKIRK SOUTH BASE AND PONCA.
 GH0644
 GH0644                          STATION RECOVERY (1957)
 GH0644
 GH0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GH0644'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION,
 GH0644'WHICH IS ADEQUATE FOR RECOVERY.
 GH0644
 GH0644                          STATION RECOVERY (2004)
 GH0644
 GH0644'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GH0644'RECOVERED IN GOOD CONDITION.
 GH0644
 GH0644                          STATION RECOVERY (2012)
 GH0644
 GH0644'RECOVERY NOTE BY GEOCACHING 2012 (BRB)
 GH0644'TANK HAS LETTERING 'NEWKIRK', IMAGE OF TIGER FACE, 'TIGERS', IN
 GH0644'VERTICAL ORDER, IN BLACK ON NORTHEAST FACE OF TANK BODY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0252 ***********************************************************************
 GH0252  DESIGNATION -  NEWKIRK N BASE RM 1
 GH0252  PID         -  GH0252
 GH0252  STATE/COUNTY-  OK/KAY
 GH0252  COUNTRY     -  US
 GH0252  USGS QUAD   -  NEWKIRK (2018)
 GH0252
 GH0252                         *CURRENT SURVEY CONTROL
 GH0252  ______________________________________________________________________
 GH0252* NAD 83(1986) POSITION- 36 55 21.00   (N) 097 03 23.40   (W)   HD_HELD1
 GH0252* NAVD 88 ORTHO HEIGHT -   352.300 (meters)     1155.84  (feet) ADJUSTED
 GH0252  ______________________________________________________________________
 GH0252  GEOID HEIGHT    -        -29.025 (meters)                     GEOID18
 GH0252  DYNAMIC HEIGHT  -        352.000 (meters)     1154.85  (feet) COMP
 GH0252  MODELED GRAVITY -    979,768.9   (mgal)                       NAVD 88
 GH0252
 GH0252  VERT ORDER      -  SECOND    CLASS 0
 GH0252
 GH0252.The horizontal coordinates were determined by differentially corrected
 GH0252.hand held GPS observations or other comparable positioning techniques
 GH0252.and have an estimated accuracy of +/- 3 meters.
 GH0252
 GH0252.The orthometric height was determined by differential leveling and
 GH0252.adjusted by the NATIONAL GEODETIC SURVEY
 GH0252.in June 1991.
 GH0252
 GH0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0252.GEOID18 height accuracy estimate available here.
 GH0252
 GH0252.Click photographs - Photos may exist for this station.
 GH0252
 GH0252.The dynamic height is computed by dividing the NAVD 88
 GH0252.geopotential number by the normal gravity value computed on the
 GH0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0252.degrees latitude (g = 980.6199 gals.).
 GH0252
 GH0252.The modeled gravity was interpolated from observed gravity values.
 GH0252
 GH0252;                    North         East    Units  Estimated Accuracy
 GH0252;SPC OK N     -   213,725.5     684,069.1     MT  (+/- 3 meters HH1 GPS) 
 GH0252
 GH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7310988039(NAD 83)
 GH0252
 GH0252                          SUPERSEDED SURVEY CONTROL
 GH0252
 GH0252  NGVD 29 (??/??/92)  352.175  (m)         1155.43   (f) ADJ UNCH    2 0
 GH0252
 GH0252.Superseded values are not recommended for survey control.
 GH0252
 GH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0252.See file dsdata.pdf to determine how the superseded data were derived.
 GH0252
 GH0252_MARKER: DR = REFERENCE MARK DISK
 GH0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0252_STAMPING: NEWKIRK N BASE NO 1 1935
 GH0252_MARK LOGO: CGS
 GH0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0252+STABILITY: SURFACE MOTION
 GH0252
 GH0252  HISTORY     - Date     Condition        Report By
 GH0252  HISTORY     - 1935     MONUMENTED       CGS
 GH0252  HISTORY     - 1953     GOOD             CGS
 GH0252
 GH0252                          STATION DESCRIPTION
 GH0252
 GH0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0252'2.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0252'FROM THE STATION AT NEWKIRK, 95.0 FEET WEST OF TRIANGULATION
 GH0252'STATION NEWKIRK N. BASE 1935, 47 FEET WEST OF THE CENTER LINE OF
 GH0252'U.S. HIGHWAY 77, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 GH0252'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0254 ***********************************************************************
 GH0254  DESIGNATION -  NEWKIRK N BASE RM 2
 GH0254  PID         -  GH0254
 GH0254  STATE/COUNTY-  OK/KAY
 GH0254  COUNTRY     -  US
 GH0254  USGS QUAD   -  NEWKIRK (2018)
 GH0254
 GH0254                         *CURRENT SURVEY CONTROL
 GH0254  ______________________________________________________________________
 GH0254* NAD 83(1986) POSITION- 36 55 22.03   (N) 097 03 23.03   (W)   HD_HELD1
 GH0254* NAVD 88 ORTHO HEIGHT -   352.226 (meters)     1155.59  (feet) ADJUSTED
 GH0254  ______________________________________________________________________
 GH0254  GEOID HEIGHT    -        -29.025 (meters)                     GEOID18
 GH0254  DYNAMIC HEIGHT  -        351.926 (meters)     1154.61  (feet) COMP
 GH0254  MODELED GRAVITY -    979,768.9   (mgal)                       NAVD 88
 GH0254
 GH0254  VERT ORDER      -  SECOND    CLASS 0
 GH0254
 GH0254.The horizontal coordinates were determined by differentially corrected
 GH0254.hand held GPS observations or other comparable positioning techniques
 GH0254.and have an estimated accuracy of +/- 3 meters.
 GH0254
 GH0254.The orthometric height was determined by differential leveling and
 GH0254.adjusted by the NATIONAL GEODETIC SURVEY
 GH0254.in June 1991.
 GH0254
 GH0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0254.GEOID18 height accuracy estimate available here.
 GH0254
 GH0254.Click photographs - Photos may exist for this station.
 GH0254
 GH0254.The dynamic height is computed by dividing the NAVD 88
 GH0254.geopotential number by the normal gravity value computed on the
 GH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0254.degrees latitude (g = 980.6199 gals.).
 GH0254
 GH0254.The modeled gravity was interpolated from observed gravity values.
 GH0254
 GH0254;                    North         East    Units  Estimated Accuracy
 GH0254;SPC OK N     -   213,757.4     684,077.9     MT  (+/- 3 meters HH1 GPS) 
 GH0254
 GH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7311888071(NAD 83)
 GH0254
 GH0254                          SUPERSEDED SURVEY CONTROL
 GH0254
 GH0254  NGVD 29 (??/??/92)  352.100  (m)         1155.18   (f) ADJ UNCH    2 0
 GH0254
 GH0254.Superseded values are not recommended for survey control.
 GH0254
 GH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0254.See file dsdata.pdf to determine how the superseded data were derived.
 GH0254
 GH0254_MARKER: DR = REFERENCE MARK DISK
 GH0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0254_STAMPING: NEWKIRK N BASE NO 2 1935
 GH0254_MARK LOGO: CGS
 GH0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0254+STABILITY: SURFACE MOTION
 GH0254
 GH0254  HISTORY     - Date     Condition        Report By
 GH0254  HISTORY     - 1935     MONUMENTED       CGS
 GH0254  HISTORY     - 1953     GOOD             CGS
 GH0254  HISTORY     - 1968     MARK NOT FOUND   USGS
 GH0254
 GH0254                          STATION DESCRIPTION
 GH0254
 GH0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0254'2.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0254'FROM THE STATION AT NEWKIRK, 92.0 FEET NORTH OF TRIANGULATION
 GH0254'STATION NEWKIRK N. BASE 1935, 46.5 FEET WEST OF THE WEST RAIL OF
 GH0254'THE WEST TRACK, 49 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 GH0254'77, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GH0254'ABOVE THE GROUND.
 GH0254
 GH0254                          STATION RECOVERY (1968)
 GH0254
 GH0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GH0254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AI2046 ***********************************************************************
 AI2046  DESIGNATION -  NEWKIRK NORTH BASE RESET
 AI2046  PID         -  AI2046
 AI2046  STATE/COUNTY-  OK/KAY
 AI2046  COUNTRY     -  US
 AI2046  USGS QUAD   -  NEWKIRK (2018)
 AI2046
 AI2046                         *CURRENT SURVEY CONTROL
 AI2046  ______________________________________________________________________
 AI2046* NAD 83(1997) POSITION- 36 55 21.11964(N) 097 03 23.02347(W)   ADJUSTED
 AI2046  ______________________________________________________________________
 AI2046  GEOID HEIGHT    -        -29.025 (meters)                     GEOID18
 AI2046  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AI2046  HORZ ORDER      -  FIRST
 AI2046
 AI2046.The horizontal coordinates were established by classical geodetic methods
 AI2046.and adjusted by the National Geodetic Survey in October 1998.
 AI2046
 AI2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2046.GEOID18 height accuracy estimate available here.
 AI2046
 AI2046.Click photographs - Photos may exist for this station.
 AI2046
 AI2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2046
 AI2046. The following values were computed from the NAD 83(1997) position.
 AI2046
 AI2046;                    North         East     Units Scale Factor Converg.
 AI2046;SPC OK N     -   213,729.303   684,078.333   MT  1.00003216   +0 33 24.7
 AI2046;SPC OK N     -   701,210.22  2,244,347.00   sFT  1.00003216   +0 33 24.7
 AI2046;UTM  14      - 4,088,043.110   673,118.898   MT  0.99996922   +1 10 04.4
 AI2046
 AI2046:                Primary Azimuth Mark                     Grid Az
 AI2046:SPC OK N     -  NEWKIRK NORTH BASE AZ MK RESET           173 51 28.8
 AI2046:UTM  14      -  NEWKIRK NORTH BASE AZ MK RESET           173 14 49.1
 AI2046
 AI2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7311888043(NAD 83)
 AI2046
 AI2046|---------------------------------------------------------------------|
 AI2046| PID    Reference Object                     Distance      Geod. Az  |
 AI2046|                                                           dddmmss.s |
 AI2046| AI2115 NEWKIRK NORTH BASE AZ MK RESET      APPROX. 0.9 KM 1742453.5 |
 AI2046| GH0644 NEWKIRK MUNICIPAL TANK              APPROX. 4.8 KM 1743604.0 |
 AI2046| GH0252 NEWKIRK N BASE RM 1                  28.944 METERS 24813     |
 AI2046| CL5851 NEWKIRK NORTH BASE RM 3              10.128 METERS 35438     |
 AI2046| GH0254 NEWKIRK N BASE RM 2                  28.148 METERS 35913     |
 AI2046|---------------------------------------------------------------------|
 AI2046
 AI2046                          SUPERSEDED SURVEY CONTROL
 AI2046
 AI2046  NAD 83(1993)-  36 55 21.12013(N)    097 03 23.02164(W) AD(       ) 1
 AI2046  NAD 83(1986)-  36 55 21.13136(N)    097 03 23.01327(W) AD(       ) 1
 AI2046  NAD 27      -  36 55 21.01783(N)    097 03 21.87519(W) AD(       ) 1
 AI2046
 AI2046.Superseded values are not recommended for survey control.
 AI2046
 AI2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2046.See file dsdata.pdf to determine how the superseded data were derived.
 AI2046
 AI2046_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2046_STAMPING: NEWKIRK N BASE 1935 1978
 AI2046_MARK LOGO: NGS
 AI2046_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2046+STABILITY: SURFACE MOTION
 AI2046
 AI2046  HISTORY     - Date     Condition        Report By
 AI2046  HISTORY     - 1978     MONUMENTED       NGS
 AI2046  HISTORY     - 19840516 GOOD             NGS
 AI2046
 AI2046                          STATION DESCRIPTION
 AI2046
 AI2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AI2046'UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 AI2046'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND WITH
 AI2046'THE UPPER PORTION MISSING.  REFERENCE MARK 2 HAS BEEN DESTROYED.  A
 AI2046'NEW SURFACE STATION MARK AND REFERENCE MARK 3 WERE ESTABLISHED.  THE
 AI2046'DIRECTION TO REFERENCE MARK 1 WAS 2 MINUTES, 20 SECONDS SMALLER THAN
 AI2046'1958 DATA AND THE DISTANCE WAS 0.003 METER LONGER.  THE DIRECTION TO
 AI2046'THE NEWKIRK MUN TANK AGREED WITH THE 1935 DATA.  A NEW DESCRIPTION
 AI2046'FOLLOWS.
 AI2046'
 AI2046'STATION IS ABOUT 11 MILES SOUTH OF ARKANSAS CITY, KANSAS, 3 MILES
 AI2046'NORTH OF NEWKIRK, ON THE RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 77 AND THE
 AI2046'SANTA FE RAILROAD ABOUT 75 YARDS SOUTH-SOUTHEAST OF A FARMHOUSE AND IN
 AI2046'THE NORTHEAST 1/4, SEC 11, T28N, R2E.
 AI2046'
 AI2046'TO REACH THE STATION FROM THE KAY COUNTY COURTHOUSE IN NEWKIRK, GO
 AI2046'NORTH ON U.S. HIGHWAY 77 FOR 2.35 MILES TO THE AZIMUTH MARK ON THE
 AI2046'RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.55 MILE TO THE STATION ON
 AI2046'THE RIGHT.
 AI2046'
 AI2046'SURFACE STATION MARK IS A STANDARD DISK STAMPED
 AI2046'---NEWKIRK N BASE 1935 1978--- SET IN THE TOP OF A 12-INCH ROUND
 AI2046'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 175.0 FEET
 AI2046'SOUTH-SOUTHEAST OF THE DRIVEWAY TO THE FARMHOUSE ON THE WEST SIDE OF
 AI2046'THE ROAD, 52.5 FEET WEST OF THE WEST RAIL OF THE TRACKS, 43.0 FEET
 AI2046'EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET NORTH OF A WITNESS
 AI2046'POST.  UNDERGROUND DISK IS STAMPED---NEWKIRK N BASE 1935--- AND IS SET
 AI2046'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AI2046'
 AI2046'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED
 AI2046'---NEWKIRK N BASE NO 1 1935--- SET IN THE TOP OF A 12-INCH SQUARE
 AI2046'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 48.5
 AI2046'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 16.5 FEET SOUTH OF THE
 AI2046'SOUTH GATEPOST AT A FIELD ENTRANCE, 1.0 FOOT EAST OF A FENCE AND IS
 AI2046'ABOUT THE SAME ELEVATION AS THE STATION.
 AI2046'
 AI2046'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED
 AI2046'---NEWKIRK N BASE 1935 NO 3 1978--- SET IN THE TOP OF A 12-INCH ROUND
 AI2046'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 150.0 FEET
 AI2046'SOUTHEAST OF THE DRIVEWAY TO THE FARM HOUSE, 53.0 FEET WEST OF THE
 AI2046'WEST RAIL OF THE RAILROAD, 42.5 FEET EAST OF THE CENTERLINE OF THE
 AI2046'HIGHWAY AND 35.7 FEET NORTH OF THE WITNESS POST.  ABOUT THE SAME
 AI2046'ELEVATION AS THE STATION.
 AI2046'
 AI2046'AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED
 AI2046'---NEWKIRK N BASE AZI 1935--- SET IN THE TOP OF A 12-INCH SQUARE
 AI2046'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 50.0
 AI2046'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 49.3 FEET WEST OF THE WEST
 AI2046'RAIL OF THE RAILROAD AND 2.8 FEET NORTH OF A WITNESS POST.
 AI2046'
 AI2046'ALL MARKS ARE BENCH MARKS IN LINE 8, THE ELEVATION FOR THE STATION AND
 AI2046'REFERENCE MARK 3 BEING DETERMINED FROM REFERENCE MARK 1.
 AI2046
 AI2046                          STATION RECOVERY (1984)
 AI2046
 AI2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2046'THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 AI2046'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT WAS FOUND WITH
 AI2046'THE DISK BROKEN OFF OF THE STEM OF THE TABLET.  THE OLD STEM WAS
 AI2046'REMOVED AND AN NGS STANDARD AZIMUTH MARK DISK SET IN THE RESULTING
 AI2046'HOLE.  THE IMPRINT OF THE ORIGINAL DISK, FORCE CENTERED THE NEW DISK.
 AI2046'THE DIRECTION TO THE MARK AGREED WITH 1978 DATA, AS DID THE DIRECTIONS
 AI2046'TO THE REFERENCE MARKS AND DISTANT LANDMARKS.  THE DISTANCE TO
 AI2046'REFERENCE MARK 3 AGREED WITH 1978 DATA, HOWEVER THE DISTANCE TO
 AI2046'REFERENCE MARK 1 WAS 0.067 M (0.220 FT) SHORTER AND THE DISTANCE
 AI2046'BETWEEN THE REFERENCE MARKS WAS 0.049 M (0.161 FT) SHORTER, THAN 1978
 AI2046'DATA.  THE 1978 DISTANCE TO THE AZIMUTH MARK WAS NOT AVAILABLE FOR
 AI2046'COMPARISON.  A NEW DESCRIPTION FOLLOWS.
 AI2046'
 AI2046'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) SOUTH FROM THE
 AI2046'KANSAS/OKLAHOMA STATE LINE, 4.43 KM (2.75 MI) NORTH OF NEWKIRK AND ON
 AI2046'THE EAST RIGHT-OF-WAY OF US HIGHWAY 77 AND BETWEEN THE HIGHWAY AND A
 AI2046'RAILROAD TRACK.
 AI2046'
 AI2046'TO REACH THE STATION FROM THE POST OFFICE, IN NEWKIRK, GO NORTH ON US
 AI2046'HIGHWAY 77 FOR 3.70 KM (2.30 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 AI2046'CONTINUE NORTH ON THE HIGHWAY FOR 0.86 KM (0.55 MI) TO THE STATION ON
 AI2046'THE RIGHT, OPPOSITE A FIELD ENTRANCE ON THE LEFT AND ABOUT 100 YARDS
 AI2046'SOUTHEAST OF A HOUSE AND THE BEGINNING OF A SLIGHT CURVE IN THE
 AI2046'HIGHWAY.
 AI2046'
 AI2046'THE STATION IS A STANDARD NGS DISK STAMPED NEWKIRK N BASE 1935 1978,
 AI2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN
 AI2046'DIAMETER FLUSH WITH GROUND LOCATED 52.2 FT (15.9 M) WEST FROM THE WEST
 AI2046'RAIL OF THE RAILROAD TRACK, 42.5 FT (13.0 M) EAST FROM THE CENTERLINE
 AI2046'OF THE HIGHWAY, 2.3 FT (0.7 M) NORTH FROM A WITNESS POST, 1.9 FT
 AI2046'(0.6 M) SOUTH FROM A WITNESS POST, AND 2.0 FT (0.6 M) NORTH FROM THE
 AI2046'EXTENDED CENTERLINE OF THE FIELD ENTRANCE.
 AI2046'
 AI2046'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED NEWKIRK N BASE NO
 AI2046'1 1935, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES OR 30
 AI2046'CM IN DIAMETER PROJECTING 4 INCHES OR 10 CM ABOVE THE GROUND LOCATED
 AI2046'47.5 FT (14.5 M) WEST FROM THE CENTERLINE OF THE HIGHWAY, 27.0 FT
 AI2046'(8.2 M) SOUTH FROM THE CENTERLINE OF A FIELD ENTRANCE, 23.0 FT (7.0 M)
 AI2046'SOUTHWEST FROM THE SOUTH END OF A METAL CULVERT FOR THE FIELD ROAD,
 AI2046'AND 1.0 FT (0.3 M) NORTH FROM A WITNESS POST.
 AI2046'
 AI2046'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED NEWKIRK N BASE
 AI2046'1935 NO 3 1978, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 AI2046'INCHES OR 30 CM IN DIAMETER FLUSH WITH GROUND LOCATED 52.5 FT (16.0 M)
 AI2046'WEST FROM THE WEST RAIL OF A RAILROAD TRACK.  41.5 FT (12.6 M) EAST
 AI2046'FROM THE CENTERLINE OF THE HIGHWAY, 31.0 FT (9.4 M) NORTH FROM THE
 AI2046'EXTENDED CENTERLINE OF THE FIELD ENTRANCE, AND 31.0 FT (9.4 M) NORTH
 AI2046'FROM A WITNESS POST.
 AI2046'
 AI2046'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED NEWKIRK NORTH BASE
 AI2046'1935 1984, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR
 AI2046'30 CM IN DIAMETER PROJECTING 6 INCHES OR 15 CM ABOVE GROUND LOCATED
 AI2046'48.9 FT (14.9 M) WEST FROM THE WESTERNMOST RAIL OF 2 RAILROAD TRACKS,
 AI2046'48.5 FT (14.8 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, AND 2.4 FT
 AI2046'(0.7 M) NORTH FROM A WITNESS POST.
 AI2046'
 AI2046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 77 FOR
 AI2046'0.86 KM (0.55 MI) TO THE MARK ON THE LEFT. ALL MARKS ARE BENCH MARKS
 AI2046'ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AI2115 ***********************************************************************
 AI2115  DESIGNATION -  NEWKIRK NORTH BASE AZ MK RESET
 AI2115  PID         -  AI2115
 AI2115  STATE/COUNTY-  OK/KAY
 AI2115  COUNTRY     -  US
 AI2115  USGS QUAD   -  NEWKIRK (2018)
 AI2115
 AI2115                         *CURRENT SURVEY CONTROL
 AI2115  ______________________________________________________________________
 AI2115* NAD 83(1997) POSITION- 36 54 53.29321(N) 097 03 19.63467(W)   ADJUSTED
 AI2115  ______________________________________________________________________
 AI2115  GEOID HEIGHT    -        -29.023 (meters)                     GEOID18
 AI2115  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 AI2115  HORZ ORDER      -  FIRST
 AI2115
 AI2115.The horizontal coordinates were established by classical geodetic methods
 AI2115.and adjusted by the National Geodetic Survey in October 1998.
 AI2115
 AI2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2115.GEOID18 height accuracy estimate available here.
 AI2115
 AI2115.Click photographs - Photos may exist for this station.
 AI2115
 AI2115.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2115
 AI2115. The following values were computed from the NAD 83(1997) position.
 AI2115
 AI2115;                    North         East     Units Scale Factor Converg.
 AI2115;SPC OK N     -   212,872.336   684,170.552   MT  1.00003039   +0 33 26.7
 AI2115;SPC OK N     -   698,398.66  2,244,649.55   sFT  1.00003039   +0 33 26.7
 AI2115;UTM  14      - 4,087,187.227   673,220.242   MT  0.99996965   +1 10 05.7
 AI2115
 AI2115:                Primary Azimuth Mark                     Grid Az
 AI2115:SPC OK N     -  NEWKIRK NORTH BASE RESET                 353 51 28.8
 AI2115:UTM  14      -  NEWKIRK NORTH BASE RESET                 353 14 49.8
 AI2115
 AI2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7322087187(NAD 83)
 AI2115
 AI2115|---------------------------------------------------------------------|
 AI2115| PID    Reference Object                     Distance      Geod. Az  |
 AI2115|                                                           dddmmss.s |
 AI2115| GH0644 NEWKIRK MUNICIPAL TANK              APPROX. 4.0 KM 1743830.9 |
 AI2115| AI2046 NEWKIRK NORTH BASE RESET            APPROX. 0.9 KM 3542455.5 |
 AI2115| CL5851 NEWKIRK NORTH BASE RM 3                            35425     |
 AI2115|---------------------------------------------------------------------|
 AI2115
 AI2115                          SUPERSEDED SURVEY CONTROL
 AI2115
 AI2115  NAD 83(1993)-  36 54 53.29371(N)    097 03 19.63291(W) AD(       ) 1
 AI2115  NAD 83(1986)-  36 54 53.30495(N)    097 03 19.62441(W) AD(       ) 1
 AI2115  NAD 27      -  36 54 53.19094(N)    097 03 18.48568(W) AD(       ) 1
 AI2115
 AI2115.Superseded values are not recommended for survey control.
 AI2115
 AI2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2115.See file dsdata.pdf to determine how the superseded data were derived.
 AI2115
 AI2115_MARKER: DZ = AZIMUTH MARK DISK
 AI2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2115_STAMPING: NEWKIRK NORTH BASE 1935 1984
 AI2115_MARK LOGO: NGS
 AI2115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2115+STABILITY: SURFACE MOTION
 AI2115
 AI2115  HISTORY     - Date     Condition        Report By
 AI2115  HISTORY     - 1984     MONUMENTED       NGS
 AI2115
 AI2115                          STATION DESCRIPTION
 AI2115
 AI2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AI2115'THE STATION MARK WHICH WAS POSITIONED IN 1978, WAS FOUND WITH THE DISK
 AI2115'MISSING, BUT THE STEM OF THE MARK REMAINING.  THE OLD STEM WAS REMOVED
 AI2115'WITH PLIERS AND A NEW DISK SET IN THE RESULTING HOLE.  THE IMPRINT OF
 AI2115'THE OLD DISK FORCE CENTERED THE NEW DISK.  OBSERVATIONS AT STATION
 AI2115'NEWKIRK NORTH BASE INDICATE THE MARK IS IN THE SAME HORIZONTAL
 AI2115'POSITION AS BEFORE.  THE MARK HAD BEEN A BENCH MARK ALSO.  THE
 AI2115'ELEVATION OF THE MARK SHOULD BE WITHIN 5 MILLIMETERS OF THE ORIGINAL
 AI2115'ELEVATION AS THE MARK SEEMED TO HAVE BEEN VANDALIZED RATHER THAN
 AI2115'STRUCK.  A DESCRIPTION FOLLOWS.
 AI2115'
 AI2115'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) SOUTH OF THE
 AI2115'KANSAS/OKLAHOMA STATE LINE, 3.62 KM (2.25 MI) NORTH OF NEWKIRK, ON THE
 AI2115'EAST RIGHT-OF-WAY OF US HIGHWAY 77 AND BETWEEN THE HIGHWAY AND 2 SETS
 AI2115'OF RAILROAD TRACKS.
 AI2115'
 AI2115'TO REACH THE STATION FROM THE POST OFFICE IN NEWKIRK, GO NORTH ON US
 AI2115'HIGHWAY 77 FOR 3.70 KM (2.30 MI) TO THE STATION ON THE RIGHT.
 AI2115'
 AI2115'THE STATION IS A STANDARD NGS DISK STAMPED NEWKIRK NORTH BASE 1935
 AI2115'1984, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 AI2115'CM IN DIAMETER PROJECTING 06 INCHES OR 015 CM ABOVE THE GROUND LOCATED
 AI2115'48.9 FT (14.9 M) WEST FROM THE WESTERN MOST RAIL OF THE TRACKS, 48.5
 AI2115'FT (14.8 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, AND 2.4 FT
 AI2115'(0.7 M) NORTH FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0290 ***********************************************************************
 GH0290  DESIGNATION -  NEWKIRK S BASE RM 1
 GH0290  PID         -  GH0290
 GH0290  STATE/COUNTY-  OK/KAY
 GH0290  COUNTRY     -  US
 GH0290  USGS QUAD   -  KILDARE (2018)
 GH0290
 GH0290                         *CURRENT SURVEY CONTROL
 GH0290  ______________________________________________________________________
 GH0290* NAD 83(1986) POSITION- 36 48 52.29   (N) 097 02 35.43   (W)   HD_HELD1
 GH0290* NAVD 88 ORTHO HEIGHT -   339.309 (meters)     1113.22  (feet) ADJUSTED
 GH0290  ______________________________________________________________________
 GH0290  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 GH0290  DYNAMIC HEIGHT  -        339.017 (meters)     1112.26  (feet) COMP
 GH0290  MODELED GRAVITY -    979,762.7   (mgal)                       NAVD 88
 GH0290
 GH0290  VERT ORDER      -  SECOND    CLASS 0
 GH0290
 GH0290.The horizontal coordinates were determined by differentially corrected
 GH0290.hand held GPS observations or other comparable positioning techniques
 GH0290.and have an estimated accuracy of +/- 3 meters.
 GH0290
 GH0290.The orthometric height was determined by differential leveling and
 GH0290.adjusted by the NATIONAL GEODETIC SURVEY
 GH0290.in June 1991.
 GH0290
 GH0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0290.GEOID18 height accuracy estimate available here.
 GH0290
 GH0290.Click photographs - Photos may exist for this station.
 GH0290
 GH0290.The dynamic height is computed by dividing the NAVD 88
 GH0290.geopotential number by the normal gravity value computed on the
 GH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0290.degrees latitude (g = 980.6199 gals.).
 GH0290
 GH0290.The modeled gravity was interpolated from observed gravity values.
 GH0290
 GH0290;                    North         East    Units  Estimated Accuracy
 GH0290;SPC OK N     -   201,754.9     685,374.4     MT  (+/- 3 meters HH1 GPS) 
 GH0290
 GH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7454276083(NAD 83)
 GH0290
 GH0290                          SUPERSEDED SURVEY CONTROL
 GH0290
 GH0290  NGVD 29 (??/??/92)  339.175  (m)         1112.78   (f) ADJ UNCH    2 0
 GH0290
 GH0290.Superseded values are not recommended for survey control.
 GH0290
 GH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0290.See file dsdata.pdf to determine how the superseded data were derived.
 GH0290
 GH0290_MARKER: DR = REFERENCE MARK DISK
 GH0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0290_STAMPING: NEWKIRK SO BASE NO 1 1935
 GH0290_MARK LOGO: CGS
 GH0290_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0290+STABILITY: SURFACE MOTION
 GH0290
 GH0290  HISTORY     - Date     Condition        Report By
 GH0290  HISTORY     - 1935     MONUMENTED       CGS
 GH0290  HISTORY     - 1953     GOOD             CGS
 GH0290
 GH0290                          STATION DESCRIPTION
 GH0290
 GH0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0290'0.3 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0290'FROM THE STATION SIGN AT KILDARE, 110 FEET EAST OF THE EAST RAIL,
 GH0290'53 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 1.5
 GH0290'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0290'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0289 ***********************************************************************
 GH0289  DESIGNATION -  NEWKIRK S BASE RM 2
 GH0289  PID         -  GH0289
 GH0289  STATE/COUNTY-  OK/KAY
 GH0289  COUNTRY     -  US
 GH0289  USGS QUAD   -  KILDARE (2018)
 GH0289
 GH0289                         *CURRENT SURVEY CONTROL
 GH0289  ______________________________________________________________________
 GH0289* NAD 83(1986) POSITION- 36 48 49.26   (N) 097 02 35.85   (W)   HD_HELD1
 GH0289* NAVD 88 ORTHO HEIGHT -   340.527 (meters)     1117.21  (feet) ADJUSTED
 GH0289  ______________________________________________________________________
 GH0289  GEOID HEIGHT    -        -28.970 (meters)                     GEOID18
 GH0289  DYNAMIC HEIGHT  -        340.234 (meters)     1116.25  (feet) COMP
 GH0289  MODELED GRAVITY -    979,762.7   (mgal)                       NAVD 88
 GH0289
 GH0289  VERT ORDER      -  SECOND    CLASS 0
 GH0289
 GH0289.The horizontal coordinates were determined by differentially corrected
 GH0289.hand held GPS observations or other comparable positioning techniques
 GH0289.and have an estimated accuracy of +/- 3 meters.
 GH0289
 GH0289.The orthometric height was determined by differential leveling and
 GH0289.adjusted by the NATIONAL GEODETIC SURVEY
 GH0289.in June 1991.
 GH0289
 GH0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0289.GEOID18 height accuracy estimate available here.
 GH0289
 GH0289.Click photographs - Photos may exist for this station.
 GH0289
 GH0289.The dynamic height is computed by dividing the NAVD 88
 GH0289.geopotential number by the normal gravity value computed on the
 GH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0289.degrees latitude (g = 980.6199 gals.).
 GH0289
 GH0289.The modeled gravity was interpolated from observed gravity values.
 GH0289
 GH0289;                    North         East    Units  Estimated Accuracy
 GH0289;SPC OK N     -   201,661.4     685,364.9     MT  (+/- 3 meters HH1 GPS) 
 GH0289
 GH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7453375990(NAD 83)
 GH0289
 GH0289                          SUPERSEDED SURVEY CONTROL
 GH0289
 GH0289  NGVD 29 (??/??/92)  340.393  (m)         1116.77   (f) ADJ UNCH    2 0
 GH0289
 GH0289.Superseded values are not recommended for survey control.
 GH0289
 GH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0289.See file dsdata.pdf to determine how the superseded data were derived.
 GH0289
 GH0289_MARKER: DR = REFERENCE MARK DISK
 GH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0289_STAMPING: NEWKIRK SO BASE NO 2 1935
 GH0289_MARK LOGO: CGS
 GH0289_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0289+STABILITY: SURFACE MOTION
 GH0289
 GH0289  HISTORY     - Date     Condition        Report By
 GH0289  HISTORY     - 1935     MONUMENTED       CGS
 GH0289  HISTORY     - 1953     GOOD             CGS
 GH0289
 GH0289                          STATION DESCRIPTION
 GH0289
 GH0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0289'0.25 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 GH0289'FROM THE STATION SIGN AT KILDARE, 110 FEET EAST OF THE EAST RAIL,
 GH0289'23.5 FEET NORTHEAST OF A TELEPHONE POLE, 111 FEET NORTH OF A
 GH0289'WITNESS POST, DIRECTLY UNDER A FENCE, SET IN THE TOP OF A CONCRETE
 GH0289'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0650 ***********************************************************************
 GH0650  DESIGNATION -  NEWKIRK SOUTH BASE
 GH0650  PID         -  GH0650
 GH0650  STATE/COUNTY-  OK/KAY
 GH0650  COUNTRY     -  US
 GH0650  USGS QUAD   -  KILDARE (2018)
 GH0650
 GH0650                         *CURRENT SURVEY CONTROL
 GH0650  ______________________________________________________________________
 GH0650* NAD 83(1997) POSITION- 36 48 50.61343(N) 097 02 35.43292(W)   ADJUSTED
 GH0650* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 GH0650  ______________________________________________________________________
 GH0650  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 GH0650  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 GH0650  HORZ ORDER      -  FIRST
 GH0650
 GH0650.The horizontal coordinates were established by classical geodetic methods
 GH0650.and adjusted by the National Geodetic Survey in October 1998.
 GH0650
 GH0650.The orthometric height was scaled from a topographic map.
 GH0650
 GH0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0650.GEOID18 height accuracy estimate available here.
 GH0650
 GH0650.Click photographs - Photos may exist for this station.
 GH0650
 GH0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0650
 GH0650. The following values were computed from the NAD 83(1997) position.
 GH0650
 GH0650;                    North         East     Units Scale Factor Converg.
 GH0650;SPC OK N     -   201,703.257   685,374.843   MT  1.00000899   +0 33 52.8
 GH0650;SPC OK N     -   661,754.77  2,248,600.63   sFT  1.00000899   +0 33 52.8
 GH0650;UTM  14      - 4,076,032.115   674,543.217   MT  0.99997533   +1 10 22.3
 GH0650
 GH0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0650!SPC OK N     -   0.99995117  x   1.00000899  =   0.99996016
 GH0650!UTM  14      -   0.99995117  x   0.99997533  =   0.99992650
 GH0650
 GH0650:                Primary Azimuth Mark                     Grid Az
 GH0650:SPC OK N     -  NEWKIRK SOUTH BASE AZ MK                 335 32 02.4
 GH0650:UTM  14      -  NEWKIRK SOUTH BASE AZ MK                 334 55 32.9
 GH0650
 GH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7454376032(NAD 83)
 GH0650
 GH0650|---------------------------------------------------------------------|
 GH0650| PID    Reference Object                     Distance      Geod. Az  |
 GH0650|                                                           dddmmss.s |
 GH0650| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX. 8.7 KM 1702934.7 |
 GH0650| GH0660 PONCA CITY SLIM WATER TANK          APPROX.15.2 KM 1925231.6 |
 GH0650| GH0289 NEWKIRK S BASE RM 2                  43.041 METERS 19354     |
 GH0650| GH0669 PONCA CITY MUNICIPAL TANK           APPROX.11.9 KM 1990934.6 |
 GH0650| GH0647 SUPERIOR OILWELL SERV RAD MAST      APPROX. 5.9 KM 2014925.9 |
 GH0650| GH0649 KILDARE FARMERS COOP ELEVATOR       APPROX. 0.5 KM 2080643.8 |
 GH0650| GH0652 PRAIRIE CHAPEL CHURCH BELFRY        APPROX. 8.8 KM 2571039.7 |
 GH0650| CL5852 NEWKIRK SOUTH BASE AZ MK                           3360555.2 |
 GH0650| GH0645 NEWKIRK FARMERS COOP ELEVATOR       APPROX. 7.9 KM 3540301.0 |
 GH0650| GH0644 NEWKIRK MUNICIPAL TANK              APPROX. 7.2 KM 3541645.6 |
 GH0650| GH0290 NEWKIRK S BASE RM 1                  51.652 METERS 35957     |
 GH0650|---------------------------------------------------------------------|
 GH0650
 GH0650                          SUPERSEDED SURVEY CONTROL
 GH0650
 GH0650  NAD 83(1993)-  36 48 50.61385(N)    097 02 35.43181(W) AD(       ) 1
 GH0650  NAD 83(1986)-  36 48 50.62522(N)    097 02 35.42184(W) AD(       ) 1
 GH0650  NAD 27      -  36 48 50.50252(N)    097 02 34.28761(W) AD(       ) 1
 GH0650
 GH0650.Superseded values are not recommended for survey control.
 GH0650
 GH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0650.See file dsdata.pdf to determine how the superseded data were derived.
 GH0650
 GH0650_MARKER: DS = TRIANGULATION STATION DISK
 GH0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0650_STAMPING: NEWKIRK SO BASE 1935
 GH0650_MARK LOGO: CGS
 GH0650_PROJECTION: FLUSH
 GH0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0650+STABILITY: SURFACE MOTION
 GH0650
 GH0650  HISTORY     - Date     Condition        Report By
 GH0650  HISTORY     - 1935     MONUMENTED       CGS
 GH0650  HISTORY     - 1935     GOOD             CGS
 GH0650  HISTORY     - 1958     GOOD             CGS
 GH0650  HISTORY     - 1960     GOOD             CGS
 GH0650  HISTORY     - 1963     GOOD             CGS
 GH0650
 GH0650                          STATION DESCRIPTION
 GH0650
 GH0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0650'STATION IS IN THE SOUTHWEST QUARTER OF SECTION 13, T. 27 N.,
 GH0650'R. 2 E., ABOUT 5 MILES SOUTH OF NEWKIRK, AND 0.25 MILE NORTH
 GH0650'OF RAILROAD IN KILDARE.  MARK IS 63.1 FEET EAST OF EAST RAIL
 GH0650'OF ATCHISON, TOPEKA AND SANTA FE RAILROAD, JUST SOUTH OF CURVE
 GH0650'TO WEST, AND ON PROJECTED TANGENT RUNNING NORTH FROM POINT OF
 GH0650'INTERSECTION.  MARK IS ABOUT 350 FEET NORTH OF RAILROAD-HANDS
 GH0650'QUARTERS.
 GH0650'
 GH0650'TO REACH FROM RAILROAD DEPOT IN KILDARE, GO NORTH ON ROAD EAST OF
 GH0650'TRACK FOR 0.15 MILE TO HOUSE.  CONTINUE NORTH BETWEEN TRACK AND
 GH0650'EAST RIGHT-OF-WAY FENCE FOR 0.1 MILE TO MARK, 15 FEET EAST
 GH0650'OF EAST RIGHT-OF-WAY FENCE.
 GH0650'
 GH0650'REFERENCE MARK NO. 1 IS 141.12 FEET (43.009 METERS) NORTH OF
 GH0650'STATION, 48 FEET EAST OF EAST RAIL OF TRACK.
 GH0650'
 GH0650'REFERENCE MARK NO. 2 IS 169.57 FEET (51.685 METERS) SOUTH OF
 GH0650'STATION, 49 FEET EAST OF EAST RAIL OF TRACK.
 GH0650'
 GH0650'AZIMUTH MARK IS 1.0 MILE NORTHWEST OF STATION, IN SOUTHEAST
 GH0650'ANGLE FORMED BY INTERSECTION OF TWO SECTION-LINE ROADS.  TO
 GH0650'REACH FROM STATION, GO SOUTH FOR 0.25 MILE TO DEPOT, THENCE RIGHT
 GH0650'(WEST) FOR 0.2 MILE TO CORNER, THENCE RIGHT (NORTH) FOR 0.1
 GH0650'MILE TO CORNER, THENCE LEFT (WEST) FOR 0.1 MILE TO SECTION-LINE
 GH0650'ROAD, THENCE RIGHT (NORTH) FOR 1.0 MILE TO MARK ON RIGHT, ABOUT
 GH0650'10 FEET EAST OF FENCE CORNER.
 GH0650'
 GH0650'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH0650'DESCRIBED.
 GH0650'
 GH0650'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 GH0650
 GH0650                          STATION RECOVERY (1935)
 GH0650
 GH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 GH0650'NEWKIRK SO. BASE 1935 (SURFACE MARK)
 GH0650'
 GH0650'A ROUND CONCRETE POST 1.0 FOOT IN DIAMETER LOCATED 36.47 FEET
 GH0650'NORTHEAST OF NEAREST TELEGRAPH POLE.  MARK IS SET FLUSH WITH
 GH0650'THE GROUND.  CONDITION OF MARK IS GOOD.
 GH0650'
 GH0650'NEWKIRK SO. BASE NO. 1 1935 (REFERENCE MARK NO. 1).  A ROUND
 GH0650'CONCRETE POST 1.0 FOOT IN DIAMETER PROJECTING 0.4 FOOT, LOCATED
 GH0650'169.53 FEET NORTH-NORTHWEST OF NEWKIRK SO. BASE 1935.  (ORIGINAL
 GH0650'DESCRIPTION SHOWS THE DISTANCE TO BE 141.12 FEET), 53.65 FEET
 GH0650'NORTHEAST OF NEAREST TELEGRAPH POLE, AND 0.5 FOOT WEST OF
 GH0650'NORTH-SOUTH FENCE LINE.  CONDITION OF MARK IS GOOD.
 GH0650'
 GH0650'NEWKIRK SO. BASE NO. 2 1935 (REFERENCE MARK NO. 2).  A ROUND
 GH0650'CONCRETE POST 1.0 FOOT IN DIAMETER PROJECTING 0.6 FOOT, LOCATED
 GH0650'158 FEET NORTH OF INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 GH0650'FENCE LINES, 141.07 FEET SOUTHWEST OF NEWKIRK SO. BASE 1935
 GH0650'(ORIGINAL DESCRIPTION SHOWS THE DISTANCE TO BE 169.57 FEET),
 GH0650'24.0 FEET EAST OF TELEGRAPH POLE, AND 0.5 FEET EAST OF
 GH0650'NORTH-SOUTH FENCE LINE.  CONDITION OF MARK IS GOOD.
 GH0650'
 GH0650'NEWKIRK SO. BASE AZIMUTH 1935 (AZIMUTH MARK).  AN 0.8-FOOT
 GH0650'SQUARE CONCRETE MONUMENT PROJECTING 0.5 FOOT, LOCATED 50.0 FEET
 GH0650'SOUTHEAST OF INTERSECTION OF NORTH-SOUTH AND EAST-WEST ROADS,
 GH0650'41.0 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 32.0 FEET
 GH0650'SOUTH OF CENTER LINE OF EAST-WEST ROAD, 9.25 FEET EAST OF
 GH0650'INTERSECTION OF NORTH-SOUTH AND EAST-WEST FENCE LINES, (ORIGINAL
 GH0650'DESCRIPTION SHOWS THIS TO BE 10.0 FEET), AND 0.8 FEET NORTH OF
 GH0650'EAST-WEST FENCE LINE.  CONDITION OF MARK IS GOOD.
 GH0650'
 GH0650'IN THE ORIGINAL DESCRIPTIONS, REFERENCE MARK NO. 1 AND REFERENCE
 GH0650'MARK NO. 2 DESCRIPTIONS WERE REVERSED.  THE DIRECTIONS TO THE
 GH0650'REFERENCE MARKS WILL VERIFY THIS.
 GH0650
 GH0650                          STATION RECOVERY (1958)
 GH0650
 GH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0650'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 GH0650'RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES TO THE
 GH0650'REFERENCE MARKS AS THEY APPEAR ON THE 1935 LIST OF DIRECTIONS AND
 GH0650'DESCRIPTION ARE IN ERROR TO THIS EXTENT- REFERENCE MARK 1 SHOULD
 GH0650'BE 169.57 INSTEAD OF 141.12 FEET AND REFERENCE MARK 2 SHOULD
 GH0650'BE 141.12 FEET INSTEAD OF 169.57 FEET.  THE RAILROAD TRACKS HAVE
 GH0650'BEEN MOVED ABOUT 100 FEET TO THE WEST AND THE DEPOT HAS BEEN
 GH0650'CONVERTED TO A STORAGE SHED.  FOLLOWING IS A NEW AND COMPLETE
 GH0650'DESCRIPTION-
 GH0650'
 GH0650'ABOUT 5 MILES SOUTH OF NEWKIRK, 0.25 MILE NORTH OF THE RAILROAD
 GH0650'CROSSING AND LARGE CONCRETE ELEVATOR IN KILDARE, IN A CULTIVATED
 GH0650'FIELD LEASED BY B.L. BURG AND OWNED BY THE LOCAL SCHOOL DISTRICT,
 GH0650'ON THE EAST SIDE OF AN EAST RAILROAD RIGHT-OF-WAY FENCE AND IN
 GH0650'SECTION 13, T 27 N, R 2 E.
 GH0650'
 GH0650'STATION IS REACHED FROM THE RAILROAD CROSSING IN KILDARE BY
 GH0650'GOING NORTH ALONG THE WEST SIDE OF THE RIGHT-OF-WAY FENCE FOR
 GH0650'0.25 MILE TO THE STATION ON THE RIGHT.  AZIMUTH MARK IS REACHED
 GH0650'FROM THE RAILROAD CROSSING BY GOING WEST FOR 0.2 MILE TO A
 GH0650'CROSSROADS, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A CROSSROADS
 GH0650'AND THE AZIMUTH MARK ON THE RIGHT.
 GH0650'
 GH0650'STATION MARKS ARE STANDARD DISKS, STAMPED NEWKIRK SO BASE 1935.
 GH0650'THE SURFACE MARK IS SET IN A 12-INCH ROUND CONCRETE POST 8
 GH0650'INCHES BELOW THE GROUND SURFACE.  IT IS 161.0 FEET EAST OF THE
 GH0650'EAST RAIL OF THE RAILROAD TRACKS, 15 FEET EAST OF THE RIGHT-OF-WAY
 GH0650'FENCE, 36 FEET NORTHEAST OF A TELEPHONE LINE POLE AND 118.1
 GH0650'FEET SOUTH-SOUTHEAST OF ANOTHER TELEPHONE LINE POLE.
 GH0650'
 GH0650'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEWKIRK SO BASE NO 1
 GH0650'1935, SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 5 INCHES.
 GH0650'IT IS 140 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 54
 GH0650'FEET NORTH-NORTHEAST OF A TELEPHONE LINE POLE, 2 FEET NORTH
 GH0650'OF A WHITE WITNESS POST AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 GH0650'FENCE.
 GH0650'
 GH0650'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEWKIRK SO BASE NO 2
 GH0650'1935, SET IN A 12-INCH ROUND CONCRETE POST PROJECTING 7 INCHES.
 GH0650'IT IS 149 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 24
 GH0650'FEET NORTHEAST OF A TELEPHONE LINE POLE, 2 FEET NORTHEAST
 GH0650'OF A WHITE WITNESS POST AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 GH0650'FENCE.
 GH0650'
 GH0650'AZIMUTH MARK IS A STANDARD DISK, STAMPED NEWKIRK SO BASE AZI
 GH0650'1935, SET IN A 9-1/2 X 9-1/2 INCH, SQUARE CONCRETE POST PROJECTING
 GH0650'5 INCHES.  IT IS 43 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 GH0650'ROAD, 31 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 10 FEET
 GH0650'WEST OF A TRANSFORMER POLE AND 8 FEET EAST OF A STONE,
 GH0650'RIGHT-OF-WAY FENCE CORNER POST.  A 4 IN X 4 IN WHITE WITNESS POST
 GH0650'WAS SET 1 FOOT EAST OF THE MARK.
 GH0650
 GH0650                          STATION RECOVERY (1960)
 GH0650
 GH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 GH0650'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN
 GH0650'GOOD CONDITION.
 GH0650'
 GH0650'DESCRIPTION ADEQUATE AND CORRECT AS GIVEN IN 1958 RECOVERY
 GH0650'NOTE BY O.S.R.
 GH0650
 GH0650                          STATION RECOVERY (1963)
 GH0650
 GH0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0650'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GH0650'PREVIOUSLY DESCRIBED BY O.S. RISVOLD IN 1958.
 GH0650'
 GH0650'HEIGHT OF LIGHT 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0927 ***********************************************************************
 EL0927  DESIGNATION -  NEWPORT
 EL0927  PID         -  EL0927
 EL0927  STATE/COUNTY-  OK/CARTER
 EL0927  COUNTRY     -  US
 EL0927  USGS QUAD   -  MILO (2018)
 EL0927
 EL0927                         *CURRENT SURVEY CONTROL
 EL0927  ______________________________________________________________________
 EL0927* NAD 83(1993) POSITION- 34 15 35.95248(N) 097 17 44.00909(W)   ADJUSTED
 EL0927* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 EL0927  ______________________________________________________________________
 EL0927  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 EL0927  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 EL0927  HORZ ORDER      -  THIRD
 EL0927
 EL0927.The horizontal coordinates were established by classical geodetic methods
 EL0927.and adjusted by the National Geodetic Survey in November 1994.
 EL0927
 EL0927.The orthometric height was scaled from a topographic map.
 EL0927
 EL0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0927.GEOID18 height accuracy estimate available here.
 EL0927
 EL0927.Click photographs - Photos may exist for this station.
 EL0927
 EL0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0927
 EL0927. The following values were computed from the NAD 83(1993) position.
 EL0927
 EL0927;                    North         East     Units Scale Factor Converg.
 EL0927;SPC OK S     -   103,013.760   664,877.126   MT  0.99995186   +0 23 59.5
 EL0927;SPC OK S     -   337,970.98  2,181,351.04   sFT  0.99995186   +0 23 59.5
 EL0927;UTM  14      - 3,792,297.660   656,928.909   MT  0.99990357   +0 57 35.0
 EL0927
 EL0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0927!SPC OK S     -   0.99995791  x   0.99995186  =   0.99990977
 EL0927!UTM  14      -   0.99995791  x   0.99990357  =   0.99986149
 EL0927
 EL0927:                Primary Azimuth Mark                     Grid Az
 EL0927:SPC OK S     -  ARDMORE MUNICIPAL STANDPIPE              115 27 51.1
 EL0927:UTM  14      -  ARDMORE MUNICIPAL STANDPIPE              114 54 15.6
 EL0927
 EL0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5692892297(NAD 83)
 EL0927
 EL0927|---------------------------------------------------------------------|
 EL0927| PID    Reference Object                     Distance      Geod. Az  |
 EL0927|                                                           dddmmss.s |
 EL0927| CY2656 NEWPORT RM 1                         10.573 METERS 00833     |
 EL0927| CY2655 NEWPORT AZ MK                                      0882149.4 |
 EL0927| CY2657 NEWPORT RM 2                          6.062 METERS 09501     |
 EL0927| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.15.7 KM 1155150.6 |
 EL0927| EL0913 ARDMORE MUNICIPAL TANK              APPROX.18.6 KM 1251427.7 |
 EL0927| EL0909 ARDMORE TV RECIEVING MAST           APPROX.16.4 KM 1294915.5 |
 EL0927|---------------------------------------------------------------------|
 EL0927
 EL0927                          SUPERSEDED SURVEY CONTROL
 EL0927
 EL0927  NAD 83(1986)-  34 15 35.95808(N)    097 17 43.99930(W) AD(       ) 3
 EL0927  NAD 27      -  34 15 35.63060(N)    097 17 42.93000(W) AD(       ) 3
 EL0927
 EL0927.Superseded values are not recommended for survey control.
 EL0927
 EL0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0927.See file dsdata.pdf to determine how the superseded data were derived.
 EL0927
 EL0927_MARKER: DS = TRIANGULATION STATION DISK
 EL0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0927_STAMPING: NEWPORT 1955
 EL0927_MARK LOGO: CGS
 EL0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0927+STABILITY: SURFACE MOTION
 EL0927
 EL0927  HISTORY     - Date     Condition        Report By
 EL0927  HISTORY     - 1955     MONUMENTED       CGS
 EL0927  HISTORY     - 1980     GOOD             LOCENG
 EL0927  HISTORY     - 20030904 GOOD             ALMLS
 EL0927
 EL0927                          STATION DESCRIPTION
 EL0927
 EL0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (KDB)
 EL0927'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH-WEST OF ARDMORE,
 EL0927'8.5 MILES WEST OF SPRINGER AND 5.5 MILES NORTH-NORTHWEST
 EL0927'OF LONE GROVE, 18 FEET SOUTH OF THE CENTER OF A BLADED ROAD,
 EL0927'8 FEET EAST OF THE EAST GATE POST, 4 FEET EAST OF A WITNESS
 EL0927'POST AND 2 FEET NORTH OF A FENCE.  IT IS STAMPED NEWPORT
 EL0927'1955 AND PROJECTS 4 INCHES.
 EL0927'
 EL0927'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF A
 EL0927'BLADED ROAD AND 2 FEET SOUTHEAST OF A T FENCE CORNER.  IT
 EL0927'IS STAMPED NEWPORT NO 1 1955 AND PROJECTS 5 INCHES.
 EL0927'
 EL0927'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF A
 EL0927'BLADED ROAD AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED
 EL0927'NEWPORT NO 2 1955 AND PROJECTS 4 INCHES.
 EL0927'
 EL0927'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTERLINE OF A
 EL0927'BLADED ROAD, 4 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH
 EL0927'OF A FENCE.  IT IS STAMPED NEWPORT 1955 AND PROJECTS 4 INCHES.
 EL0927'
 EL0927'TO REACH THE STATION FROM CONSOLIDATED SCHOOL DISTRICT 32 IN
 EL0927'LONE GROVE, GO WEST ON U.S. HIGHWAY 70 FOR 0.15 MILE TO A
 EL0927'CROSSROAD AND A TEXACO FILLING STATION IN THE SOUTH-WEST
 EL0927'ANGLE.  TURN RIGHT, NORTH, FOR 2.85 MILES TO A FORK.  TAKE
 EL0927'LEFT FORK AND GO 0.5 MILE TO A FORK, TAKE RIGHT FORK AND
 EL0927'GO 2.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, GO 0.5
 EL0927'MILE TO A SIDE ROAD LEFT.  TURN LEFT, WEST, GO 0.5 MILE TO
 EL0927'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON BLADED ROAD
 EL0927'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EL0927
 EL0927                          STATION RECOVERY (1980)
 EL0927
 EL0927'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MDC)
 EL0927'NEWPORT 1955 RECOVERED GOOD.
 EL0927'
 EL0927'REF MARKS NO. 1 AND NO. 2 RECOVERED GOOD.
 EL0927'
 EL0927'AZIMUTH MARK NOT FOUND (USED ARDMORE STANDPIPE).
 EL0927'
 EL0927'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI NORTH AND 2 MILES
 EL0927'WEST OF LONE GROVE.
 EL0927
 EL0927                          STATION RECOVERY (2003)
 EL0927
 EL0927'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003
 EL0927'RECOVERED AS DESCRIBED. MONMENT IN ON SOUTH EDGE OF BAR-DITCH UNDER
 EL0927'SMALL JUNK TREES. AREA COULD BE CLEARED FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0718 ***********************************************************************
 EM0718  DESIGNATION -  NEWSOME
 EM0718  PID         -  EM0718
 EM0718  STATE/COUNTY-  OK/COTTON
 EM0718  COUNTRY     -  US
 EM0718  USGS QUAD   -  WALTERS (2018)
 EM0718
 EM0718                         *CURRENT SURVEY CONTROL
 EM0718  ______________________________________________________________________
 EM0718* NAD 83(1993) POSITION- 34 16 31.01752(N) 098 21 42.29947(W)   ADJUSTED
 EM0718* NAVD 88 ORTHO HEIGHT -   316.6   (meters)     1039.    (feet) VERTCON3
 EM0718  ______________________________________________________________________
 EM0718  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 EM0718  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC18
 EM0718  HORZ ORDER      -  THIRD
 EM0718
 EM0718.The horizontal coordinates were established by classical geodetic methods
 EM0718.and adjusted by the National Geodetic Survey in November 1994.
 EM0718
 EM0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0718
 EM0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0718.GEOID18 height accuracy estimate available here.
 EM0718
 EM0718.Click photographs - Photos may exist for this station.
 EM0718
 EM0718.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0718
 EM0718. The following values were computed from the NAD 83(1993) position.
 EM0718
 EM0718;                    North         East     Units Scale Factor Converg.
 EM0718;SPC OK S     -   104,543.710   566,689.734   MT  0.99995039   -0 12 19.2
 EM0718;SPC OK S     -   342,990.49  1,859,214.57   sFT  0.99995039   -0 12 19.2
 EM0718;UTM  14      - 3,792,863.746   558,750.653   MT  0.99964255   +0 21 34.0
 EM0718
 EM0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0718!SPC OK S     -   0.99995437  x   0.99995039  =   0.99990476
 EM0718!UTM  14      -   0.99995437  x   0.99964255  =   0.99959694
 EM0718
 EM0718:                Primary Azimuth Mark                     Grid Az
 EM0718:SPC OK S     -  NEWSOME AZ MK                            091 24 24.4
 EM0718:UTM  14      -  NEWSOME AZ MK                            090 50 31.2
 EM0718
 EM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5875092863(NAD 83)
 EM0718
 EM0718|---------------------------------------------------------------------|
 EM0718| PID    Reference Object                     Distance      Geod. Az  |
 EM0718|                                                           dddmmss.s |
 EM0718| CX7818 NEWSOME RM 1                          8.417 METERS 08953     |
 EM0718| CX7817 NEWSOME AZ MK                                      0911205.2 |
 EM0718| CX7819 NEWSOME RM 2                         18.636 METERS 17847     |
 EM0718|---------------------------------------------------------------------|
 EM0718
 EM0718                          SUPERSEDED SURVEY CONTROL
 EM0718
 EM0718  NAD 83(1986)-  34 16 31.02123(N)    098 21 42.28546(W) AD(       ) 3
 EM0718  NAD 27      -  34 16 30.70500(N)    098 21 41.09900(W) AD(       ) 3
 EM0718  NGVD 29 (07/19/86)  316.5    (m)         1038.     (f) VERT ANG       
 EM0718
 EM0718.Superseded values are not recommended for survey control.
 EM0718
 EM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0718.See file dsdata.pdf to determine how the superseded data were derived.
 EM0718
 EM0718_MARKER: DS = TRIANGULATION STATION DISK
 EM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0718_STAMPING: NEWSOME 1948
 EM0718_MARK LOGO: CGS
 EM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0718+STABILITY: SURFACE MOTION
 EM0718
 EM0718  HISTORY     - Date     Condition        Report By
 EM0718  HISTORY     - 1948     MONUMENTED       CGS
 EM0718  HISTORY     - 1961     MARK NOT FOUND   USGS
 EM0718  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0718
 EM0718                          STATION DESCRIPTION
 EM0718
 EM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0718'THE STATION IS LOCATED ABOUT 7 MILES WEST OF TEMPLE AND ABOUT
 EM0718'7.5 MILES SOUTH-SOUTHWEST OF WALTERS, ON THE RIGHT-OF-WAY
 EM0718'AND 27 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.  IT
 EM0718'IS 3 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 6 FEET WEST
 EM0718'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 3
 EM0718'FEET.  IT IS STAMPED NEWSOME 1948 AND PROJECTS 4 INCHES.
 EM0718'
 EM0718'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF AN
 EM0718'EAST-WEST ROAD AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 EM0718'IT IS STAMPED NEWSOME NO 1 1948 AND PROJECTS 3 INCHES.
 EM0718'
 EM0718'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF AN
 EM0718'EAST-WEST ROAD, 39 FEET WEST OF A FENCE CORNER AND 1 FOOT
 EM0718'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED NEWSOME
 EM0718'NO 2 1948 AND PROJECTS 4 INCHES.
 EM0718'
 EM0718'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 EM0718'DIRT ROAD, 2.5 FEET WEST OF A POWER LINE POLE, 1 FOOT NORTH
 EM0718'OF AN EAST-WEST FENCE LINE AND 2 FEET EAST-NORTHEAST OF A
 EM0718'4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 3 FEET.
 EM0718'
 EM0718'TO REACH THE STATION FROM THE MAIN INTERSECTION OF WALTERS,
 EM0718'GO SOUTH ON STATE HIGHWAY 5 FOR 6.1 MILES TO A CROSSROADS,
 EM0718'TURN RIGHT AND GO 2.0 MILES TO THE AZIMUTH MARK ON THE LEFT
 EM0718'AS DESCRIBED.  CONTINUE WEST ON DIRT ROAD FOR 0.7 MILE TO THE
 EM0718'STATION ON THE RIGHT AS DESCRIBED.
 EM0718'
 EM0718'A 4 FOOT SIGNAL AT TEMPLE IS VISIBLE AT 4 FEET.
 EM0718'
 EM0718'A 47 FOOT SIGNAL AT LEE 2 IS VISIBLE AT 4 FEET.
 EM0718
 EM0718                          STATION RECOVERY (1961)
 EM0718
 EM0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM0718'THIS STATION HAS NOT BEEN FOUND.  THE ROAD IN THE AREA IS
 EM0718'UNDERGOING EXTENSIVE REBUILDING.  REFERENCE MARK NO. 2 WAS
 EM0718'FOUND GRADED OUT AND LYING ON THE GROUND.  AREA WAS SEARCHED
 EM0718'BUT NO OTHER POST WERE FOUND.  HWY. CONSTRUCTION WORKERS
 EM0718'REPORTED THAT SEVERAL POSTS WERE GRADED OUT AND BURIED IN FILL.
 EM0718
 EM0718                          STATION RECOVERY (1963)
 EM0718
 EM0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0718'A THOROUGH SEARCH FAILED TO FIND ANY MARKS AT THIS STATION,
 EM0718'THE ROAD HAS BEEN WIDENED, SURFACED AND IS NOW STATE HIGHWAY
 EM0718'5A, FROM INFORMATION OBTAINED LOCALLY THEY REMEMBERED SEEING
 EM0718'THE CONCRETE MONUMENTS AFTER THEY HAD BEEN DIG OUT IN THE
 EM0718'GRADER DITCH AND FENCE LINE.  PRESENT CONDITIONS WOULD INDICATE
 EM0718'THE UNDERGROUND MARK HAS BEEN DESTROYED ALSO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0756 ***********************************************************************
 EL0756  DESIGNATION -  NIDA
 EL0756  PID         -  EL0756
 EL0756  STATE/COUNTY-  OK/JOHNSTON
 EL0756  COUNTRY     -  US
 EL0756  USGS QUAD   -  CADDO NW (2018)
 EL0756
 EL0756                         *CURRENT SURVEY CONTROL
 EL0756  ______________________________________________________________________
 EL0756* NAD 83(1993) POSITION- 34 08 11.69016(N) 096 29 40.23690(W)   ADJUSTED
 EL0756* NAVD 88 ORTHO HEIGHT -   245.97  (+/-2cm)      807.0   (feet) VERTCON3
 EL0756  ______________________________________________________________________
 EL0756  GEOID HEIGHT    -        -26.054 (meters)                     GEOID18
 EL0756  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 EL0756  HORZ ORDER      -  THIRD
 EL0756  VERT ORDER      -  THIRD ? (See Below)
 EL0756
 EL0756.The horizontal coordinates were established by classical geodetic methods
 EL0756.and adjusted by the National Geodetic Survey in November 1994.
 EL0756
 EL0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0756
 EL0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0756.GEOID18 height accuracy estimate available here.
 EL0756
 EL0756.The vertical order pertains to the NGVD 29 superseded value.
 EL0756
 EL0756.Click photographs - Photos may exist for this station.
 EL0756
 EL0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0756
 EL0756. The following values were computed from the NAD 83(1993) position.
 EL0756
 EL0756;                    North         East     Units Scale Factor Converg.
 EL0756;SPC OK S     -    90,134.465   738,851.520   MT  0.99996626   +0 51 16.3
 EL0756;SPC OK S     -   295,716.16  2,424,048.70   sFT  0.99996626   +0 51 16.3
 EL0756;UTM  14      - 3,780,135.710   731,033.055   MT  1.00025801   +1 24 23.8
 EL0756
 EL0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0756!SPC OK S     -   0.99996548  x   0.99996626  =   0.99993174
 EL0756!UTM  14      -   0.99996548  x   1.00025801  =   1.00022348
 EL0756
 EL0756:                Primary Azimuth Mark                     Grid Az
 EL0756:SPC OK S     -  NIDA AZ MK                               332 47 24.9
 EL0756:UTM  14      -  NIDA AZ MK                               332 14 17.4
 EL0756
 EL0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3103380135(NAD 83)
 EL0756
 EL0756|---------------------------------------------------------------------|
 EL0756| PID    Reference Object                     Distance      Geod. Az  |
 EL0756|                                                           dddmmss.s |
 EL0756| EL0757 1 OC 6                               22.320 METERS 21429     |
 EL0756| CY2663 NIDA RM 2                            26.427 METERS 29726     |
 EL0756| CY2662 NIDA AZ MK                                         3333841.2 |
 EL0756|---------------------------------------------------------------------|
 EL0756
 EL0756                          SUPERSEDED SURVEY CONTROL
 EL0756
 EL0756  NAD 83(1986)-  34 08 11.69609(N)    096 29 40.22874(W) AD(       ) 3
 EL0756  NAD 27      -  34 08 11.34280(N)    096 29 39.24050(W) AD(       ) 3
 EL0756  NGVD 29             245.92   (m)          806.8    (f) LEVELING    3  
 EL0756
 EL0756.Superseded values are not recommended for survey control.
 EL0756
 EL0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0756.See file dsdata.pdf to determine how the superseded data were derived.
 EL0756
 EL0756_MARKER: DS = TRIANGULATION STATION DISK
 EL0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0756_STAMPING: NIDA 1955
 EL0756_MARK LOGO: CGS
 EL0756_PROJECTION: FLUSH
 EL0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0756+STABILITY: SURFACE MOTION
 EL0756
 EL0756  HISTORY     - Date     Condition        Report By
 EL0756  HISTORY     - 1955     MONUMENTED       CGS
 EL0756
 EL0756                          STATION DESCRIPTION
 EL0756
 EL0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0756'STATION IS LOCATED, AIRLINE, ABOUT 12.5 MILES NORTHWEST OF DURANT,
 EL0756'9 MILES SOUTH SOUTHEAST OF MILBURN, 1.4 MILES NORTH OF THE
 EL0756'JOHNSTON-BRYAN COUNTY LINE, 0.7 MILE SOUTH SOUTHEAST OF NIDA ON A
 EL0756'LOW HILL ON THE EAST SIDE OF STATE HIGHWAY 78.
 EL0756'
 EL0756'STATION IS REACHED AS FOLLOWS--FROM THE NIDA CONSOLIDATED SCHOOL
 EL0756'NO. 58, IN NIDA, GO EAST AND SOUTHEAST ON STATE HIGHWAY 78 FOR 0.7
 EL0756'MILE TO THE STATION ON THE LEFT.
 EL0756'
 EL0756'STATION MARK, STAMPED NIDA 1955, IS A STANDARD USC AND GS BRONZE
 EL0756'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 EL0756'IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET EAST OF THE CENTERLINE
 EL0756'OF THE HIGHWAY, 33.0 FEET SOUTH OF POWER LINE POLE 18-12
 EL0756'AND 4.0 FEET EAST OF A WITNESS POST IN THE FENCE LINE.
 EL0756'
 EL0756'1OC6 OKLAHOMA STATE SURVEY MARK, STAMPED 1OC6, IS A DISK SET IN
 EL0756'THE TOP OF AN 8-INCH SQUARE PRECAST CONCRETE MONUMENT THAT
 EL0756'PROJECTS 12 INCHES AND IS AT THE THE SAME ELEVATION AS THE
 EL0756'STATION.  IT IS 24.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 EL0756'AND 6 INCHES EAST OF THE FENCELINE.  THIS MARK SERVES AS
 EL0756'REFERENCE MARK NUMBER 1.
 EL0756'
 EL0756'REFERENCE MARK NUMBER 2, STAMPED NIDA NO 2 1955, IS A STANDARD
 EL0756'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 EL0756'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 EL0756'IT IS 24.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND IN THE
 EL0756'WEST RIGHT-OF-WAY FENCE LINE.
 EL0756'
 EL0756'AZIMUTH MARK, STAMPED NIDA 1955, IS A STANDARD USC AND GS
 EL0756'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 EL0756'MONUMENT THAT PROJECTS 6 INCHES.  TO REACH FROM THE STATION
 EL0756'GO NORTH ON STATE HIGHWAY 78 FOR 0.5 MILE TO THE JUNCTION
 EL0756'OF AN EAST-WEST SECTION LINE ROAD.  THE AZIMUTH MARK IS IN A
 EL0756'TRIANGULAR PLOT OF GROUND, 30.0 FEET SOUTH OF THE CENTERLINE OF
 EL0756'EAST-WEST ROAD AND 3.0 FEET EAST OF A POWER LINE POLE.
 EL0756'
 EL0756'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0173 ***********************************************************************
 EM0173  DESIGNATION -  NITOU
 EM0173  PID         -  EM0173
 EM0173  STATE/COUNTY-  OK/TILLMAN
 EM0173  COUNTRY     -  US
 EM0173  USGS QUAD   -  MANITOU (2018)
 EM0173
 EM0173                         *CURRENT SURVEY CONTROL
 EM0173  ______________________________________________________________________
 EM0173* NAD 83(1993) POSITION- 34 33 41.12351(N) 098 57 44.84517(W)   ADJUSTED
 EM0173* NAVD 88 ORTHO HEIGHT -   408.456 (meters)     1340.08  (feet) ADJUSTED
 EM0173  ______________________________________________________________________
 EM0173  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 EM0173  LAPLACE CORR    -          4.87  (seconds)                    DEFLEC18
 EM0173  DYNAMIC HEIGHT  -        408.046 (meters)     1338.73  (feet) COMP
 EM0173  MODELED GRAVITY -    979,619.9   (mgal)                       NAVD 88
 EM0173
 EM0173  HORZ ORDER      -  SECOND
 EM0173  VERT ORDER      -  SECOND    CLASS 0
 EM0173
 EM0173.The horizontal coordinates were established by classical geodetic methods
 EM0173.and adjusted by the National Geodetic Survey in November 1994.
 EM0173
 EM0173.The orthometric height was determined by differential leveling and
 EM0173.adjusted by the NATIONAL GEODETIC SURVEY
 EM0173.in June 1991.
 EM0173
 EM0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0173.GEOID18 height accuracy estimate available here.
 EM0173
 EM0173.Click photographs - Photos may exist for this station.
 EM0173
 EM0173.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0173
 EM0173.The dynamic height is computed by dividing the NAVD 88
 EM0173.geopotential number by the normal gravity value computed on the
 EM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0173.degrees latitude (g = 980.6199 gals.).
 EM0173
 EM0173.The modeled gravity was interpolated from observed gravity values.
 EM0173
 EM0173. The following values were computed from the NAD 83(1993) position.
 EM0173
 EM0173;                    North         East     Units Scale Factor Converg.
 EM0173;SPC OK S     -   136,644.778   511,679.838   MT  0.99993602   -0 32 46.7
 EM0173;SPC OK S     -   448,308.74  1,678,736.27   sFT  0.99993602   -0 32 46.7
 EM0173;UTM  14      - 3,824,408.961   503,444.040   MT  0.99960015   +0 01 16.7
 EM0173
 EM0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0173!SPC OK S     -   0.99994000  x   0.99993602  =   0.99987602
 EM0173!UTM  14      -   0.99994000  x   0.99960015  =   0.99954017
 EM0173
 EM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0344424408(NAD 83)
 EM0173
 EM0173|---------------------------------------------------------------------|
 EM0173| PID    Reference Object                     Distance      Geod. Az  |
 EM0173|                                                           dddmmss.s |
 EM0173| CX8685 SOUTH AXIS MARK                      18.675 METERS 08658     |
 EM0173| EM0174 NITOU RM 1                            8.377 METERS 09008     |
 EM0173| EM0172 NITOU RM 2                            8.455 METERS 26955     |
 EM0173|---------------------------------------------------------------------|
 EM0173
 EM0173                          SUPERSEDED SURVEY CONTROL
 EM0173
 EM0173  NAD 83(1986)-  34 33 41.13083(N)    098 57 44.83276(W) AD(       ) 2
 EM0173  NAD 27      -  34 33 40.85780(N)    098 57 43.56340(W) AD(       ) 2
 EM0173  NGVD 29 (??/??/92)  408.342  (m)         1339.70   (f) ADJ UNCH    2 0
 EM0173  NGVD 29             408.34   (m)         1339.7    (f) LEVELING    3  
 EM0173
 EM0173.Superseded values are not recommended for survey control.
 EM0173
 EM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0173.See file dsdata.pdf to determine how the superseded data were derived.
 EM0173
 EM0173_MARKER: DS = TRIANGULATION STATION DISK
 EM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0173_STAMPING: NITOU 1961
 EM0173_MARK LOGO: CGS
 EM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0173+STABILITY: SURFACE MOTION
 EM0173
 EM0173  HISTORY     - Date     Condition        Report By
 EM0173  HISTORY     - 1961     MONUMENTED       CGS
 EM0173  HISTORY     - 1961     GOOD             CGS
 EM0173
 EM0173                          STATION DESCRIPTION
 EM0173
 EM0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0173'THE STATION IS ABOUT 6 MILES SOUTH OF SNYDER, ABOUT 4 MILES
 EM0173'NORTH-NORTHEAST OF MANITOU.
 EM0173'
 EM0173'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 EM0173'183 AND 62 IN SNYDER, GO SOUTH ON HIGHWAY 183 FOR 5.85 MILES
 EM0173'TO A VIADUCT UNDER A RAILROAD TRACK.  CONTINUE AHEAD FOR 0.5
 EM0173'MILE TO A FIVE POINT INTERSECTION.  BEAR LEFT, SOUTH, ON
 EM0173'A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 EM0173'AND GO EAST FOR 0.1 MILE TO THE ENTRANCE TO THE SITE.  CONTINUE
 EM0173'TO THE SOUTH CENTRAL PART OF THE SITE AND THE STATION.
 EM0173'
 EM0173'THE STATION IS 82 FEET EAST OF A LIGHT POLE, 6.0 FEET NORTHWEST
 EM0173'OF A METAL WITNESS POST AND 5 FEET NORTH OF A FENCE.  THE
 EM0173'SQUARE CONCRETE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 EM0173'STAMPED NITOU 1961.
 EM0173'
 EM0173'REFERENCE MARK 1 IS 4.6 FEET NORTH OF THE FENCE AND 23 FEET
 EM0173'EAST OF A METAL WITNESS POST.  THE SQUARE CONCRETE MONUMENT
 EM0173'PROJECTS 2 INCHES AND THE DISK IS STAMPED NITOU NO 1 1961.
 EM0173'
 EM0173'REFERENCE MARK 2 IS 54 FEET EAST OF A LIGHT POLE, 32.5 FEET
 EM0173'WEST OF A METAL WITNESS POST AND 5 FEET NORTH OF THE FENCE.
 EM0173'THE SQUARE CONCRETE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 EM0173'NITOU NO 2 1961.
 EM0173'
 EM0173'THE SOUTH MARKER IS AN UNSTAMPED BRONZE DISK SET IN THE TOP
 EM0173'OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 EM0173'IT IS 64 FEET WEST OF A POWER POLE, 57.0 FEET EAST OF A
 EM0173'WITNESS POST AND 7 FEET NORTH OF A FENCE.  THE POINT HELD
 EM0173'IS A PUNCH MARK NEAR THE CENTER OF THE DISK.
 EM0173'
 EM0173'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 EM0173
 EM0173                          STATION RECOVERY (1961)
 EM0173
 EM0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0173'4 MI N FROM MANITOU.
 EM0173'6.3 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0173'HIGHWAYS 183 AND 62 IN SNYDER, CONTINUE AHEAD, SOUTH, ALONG A GRAVELED
 EM0173'ROAD FOR 0.3 MILE, THENCE EAST FOR 0.1 MILE TO THE ENTRANCE OF
 EM0173'AUXILIARY SITE 11.  THE MARK IS ON THE SOUTH CENTRAL SECTION OF THE
 EM0173'SITE, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 82
 EM0173'FEET EAST OF A LIGHT POLE, 6.0 FEET NORTHWEST OF A WITNESS POST, AND 5
 EM0173'FEET NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0174 ***********************************************************************
 EM0174  DESIGNATION -  NITOU RM 1
 EM0174  PID         -  EM0174
 EM0174  STATE/COUNTY-  OK/TILLMAN
 EM0174  COUNTRY     -  US
 EM0174  USGS QUAD   -  MANITOU (2018)
 EM0174
 EM0174                         *CURRENT SURVEY CONTROL
 EM0174  ______________________________________________________________________
 EM0174* NAD 83(1986) POSITION- 34 33 41.12   (N) 098 57 44.52   (W)   HD_HELD1
 EM0174* NAVD 88 ORTHO HEIGHT -   408.510 (meters)     1340.25  (feet) ADJUSTED
 EM0174  ______________________________________________________________________
 EM0174  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 EM0174  DYNAMIC HEIGHT  -        408.101 (meters)     1338.91  (feet) COMP
 EM0174  MODELED GRAVITY -    979,619.9   (mgal)                       NAVD 88
 EM0174
 EM0174  VERT ORDER      -  SECOND    CLASS 0
 EM0174
 EM0174.The horizontal coordinates were determined by differentially corrected
 EM0174.hand held GPS observations or other comparable positioning techniques
 EM0174.and have an estimated accuracy of +/- 3 meters.
 EM0174
 EM0174.The orthometric height was determined by differential leveling and
 EM0174.adjusted by the NATIONAL GEODETIC SURVEY
 EM0174.in June 1991.
 EM0174
 EM0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0174.GEOID18 height accuracy estimate available here.
 EM0174
 EM0174.Click photographs - Photos may exist for this station.
 EM0174
 EM0174.The dynamic height is computed by dividing the NAVD 88
 EM0174.geopotential number by the normal gravity value computed on the
 EM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0174.degrees latitude (g = 980.6199 gals.).
 EM0174
 EM0174.The modeled gravity was interpolated from observed gravity values.
 EM0174
 EM0174;                    North         East    Units  Estimated Accuracy
 EM0174;SPC OK S     -   136,644.6     511,688.1     MT  (+/- 3 meters HH1 GPS) 
 EM0174
 EM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0345224408(NAD 83)
 EM0174
 EM0174                          SUPERSEDED SURVEY CONTROL
 EM0174
 EM0174  NGVD 29 (??/??/92)  408.396  (m)         1339.88   (f) ADJ UNCH    2 0
 EM0174
 EM0174.Superseded values are not recommended for survey control.
 EM0174
 EM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0174.See file dsdata.pdf to determine how the superseded data were derived.
 EM0174
 EM0174_MARKER: DR = REFERENCE MARK DISK
 EM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0174_STAMPING: NITOU NO 1 1961
 EM0174_MARK LOGO: CGS
 EM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0174+STABILITY: SURFACE MOTION
 EM0174
 EM0174  HISTORY     - Date     Condition        Report By
 EM0174  HISTORY     - 1961     MONUMENTED       CGS
 EM0174
 EM0174                          STATION DESCRIPTION
 EM0174
 EM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0174'4 MI N FROM MANITOU.
 EM0174'6.3 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0174'HIGHWAYS 183 AND 62 IN SNYDER, CONTINUE AHEAD, SOUTH, ALONG A GRAVELED
 EM0174'ROAD FOR 0.3 MILE, THENCE EAST FOR 0.1 MILE TO THE ENTRANCE OF
 EM0174'AUXILIARY SITE 11.  THE MARK IS ON THE SOUTH CENTRAL SECTION OF THE
 EM0174'SITE, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 23
 EM0174'FEET EAST OF A WITNESS POST, AND 4.6 FEET NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0172 ***********************************************************************
 EM0172  DESIGNATION -  NITOU RM 2
 EM0172  PID         -  EM0172
 EM0172  STATE/COUNTY-  OK/TILLMAN
 EM0172  COUNTRY     -  US
 EM0172  USGS QUAD   -  MANITOU (2018)
 EM0172
 EM0172                         *CURRENT SURVEY CONTROL
 EM0172  ______________________________________________________________________
 EM0172* NAD 83(1986) POSITION- 34 33 41.12   (N) 098 57 45.18   (W)   HD_HELD1
 EM0172* NAVD 88 ORTHO HEIGHT -   408.353 (meters)     1339.74  (feet) ADJUSTED
 EM0172  ______________________________________________________________________
 EM0172  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 EM0172  DYNAMIC HEIGHT  -        407.944 (meters)     1338.40  (feet) COMP
 EM0172  MODELED GRAVITY -    979,619.9   (mgal)                       NAVD 88
 EM0172
 EM0172  VERT ORDER      -  SECOND    CLASS 0
 EM0172
 EM0172.The horizontal coordinates were determined by differentially corrected
 EM0172.hand held GPS observations or other comparable positioning techniques
 EM0172.and have an estimated accuracy of +/- 3 meters.
 EM0172
 EM0172.The orthometric height was determined by differential leveling and
 EM0172.adjusted by the NATIONAL GEODETIC SURVEY
 EM0172.in June 1991.
 EM0172
 EM0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0172.GEOID18 height accuracy estimate available here.
 EM0172
 EM0172.Click photographs - Photos may exist for this station.
 EM0172
 EM0172.The dynamic height is computed by dividing the NAVD 88
 EM0172.geopotential number by the normal gravity value computed on the
 EM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0172.degrees latitude (g = 980.6199 gals.).
 EM0172
 EM0172.The modeled gravity was interpolated from observed gravity values.
 EM0172
 EM0172;                    North         East    Units  Estimated Accuracy
 EM0172;SPC OK S     -   136,644.8     511,671.3     MT  (+/- 3 meters HH1 GPS) 
 EM0172
 EM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0343524408(NAD 83)
 EM0172
 EM0172                          SUPERSEDED SURVEY CONTROL
 EM0172
 EM0172  NGVD 29 (??/??/92)  408.239  (m)         1339.36   (f) ADJ UNCH    2 0
 EM0172
 EM0172.Superseded values are not recommended for survey control.
 EM0172
 EM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0172.See file dsdata.pdf to determine how the superseded data were derived.
 EM0172
 EM0172_MARKER: DR = REFERENCE MARK DISK
 EM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0172_STAMPING: NITOU NO 2 1961
 EM0172_MARK LOGO: CGS
 EM0172_PROJECTION: FLUSH
 EM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0172+STABILITY: SURFACE MOTION
 EM0172
 EM0172  HISTORY     - Date     Condition        Report By
 EM0172  HISTORY     - 1961     MONUMENTED       CGS
 EM0172
 EM0172                          STATION DESCRIPTION
 EM0172
 EM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0172'4 MI N FROM MANITOU.
 EM0172'6.3 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE JUNCTION OF U.S.
 EM0172'HIGHWAYS 183 AND 62 IN SNYDER, CONTINUE AHEAD, SOUTH, ALONG A GRAVELED
 EM0172'ROAD FOR 0.3 MILE, THENCE EAST FOR 0.1 MILE TO THE ENTRANCE OF
 EM0172'AUXILIARY SITE 11.  THE MARK IS ON THE SOUTH CENTRAL SECTION OF THE
 EM0172'SITE, SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND,
 EM0172'54 FEET EAST OF A LIGHT POLE, 32.5 FEET WEST OF A WITNESS POST, AND 5
 EM0172'FEET NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0041 ***********************************************************************
 FK0041  DESIGNATION -  NN 114
 FK0041  PID         -  FK0041
 FK0041  STATE/COUNTY-  OK/BLAINE
 FK0041  COUNTRY     -  US
 FK0041  USGS QUAD   -  GEARY NORTH (2018)
 FK0041
 FK0041                         *CURRENT SURVEY CONTROL
 FK0041  ______________________________________________________________________
 FK0041* NAD 83(1986) POSITION- 35 39 00.05   (N) 098 19 27.17   (W)   HD_HELD1
 FK0041* NAVD 88 ORTHO HEIGHT -   452.428 (meters)     1484.34  (feet) ADJUSTED
 FK0041  ______________________________________________________________________
 FK0041  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 FK0041  DYNAMIC HEIGHT  -        451.988 (meters)     1482.90  (feet) COMP
 FK0041  MODELED GRAVITY -    979,648.2   (mgal)                       NAVD 88
 FK0041
 FK0041  VERT ORDER      -  FIRST     CLASS II
 FK0041
 FK0041.The horizontal coordinates were determined by differentially corrected
 FK0041.hand held GPS observations or other comparable positioning techniques
 FK0041.and have an estimated accuracy of +/- 3 meters.
 FK0041
 FK0041.The orthometric height was determined by differential leveling and
 FK0041.adjusted by the NATIONAL GEODETIC SURVEY
 FK0041.in June 1991.
 FK0041
 FK0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0041.GEOID18 height accuracy estimate available here.
 FK0041
 FK0041.Click photographs - Photos may exist for this station.
 FK0041
 FK0041.The dynamic height is computed by dividing the NAVD 88
 FK0041.geopotential number by the normal gravity value computed on the
 FK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0041.degrees latitude (g = 980.6199 gals.).
 FK0041
 FK0041.The modeled gravity was interpolated from observed gravity values.
 FK0041
 FK0041;                    North         East    Units  Estimated Accuracy
 FK0041;SPC OK N     -    72,170.0     570,639.5     MT  (+/- 3 meters HH1 GPS) 
 FK0041
 FK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE6117545341(NAD 83)
 FK0041
 FK0041                          SUPERSEDED SURVEY CONTROL
 FK0041
 FK0041  NGVD 29 (??/??/92)  452.229  (m)         1483.69   (f) ADJ UNCH    1 2
 FK0041
 FK0041.Superseded values are not recommended for survey control.
 FK0041
 FK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0041.See file dsdata.pdf to determine how the superseded data were derived.
 FK0041
 FK0041_MARKER: DB = BENCH MARK DISK
 FK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0041_STAMPING: NN 114 1935
 FK0041_MARK LOGO: CGS
 FK0041_PROJECTION: RECESSED 20 CENTIMETERS
 FK0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0041+STABILITY: SURFACE MOTION
 FK0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0041+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994
 FK0041
 FK0041  HISTORY     - Date     Condition        Report By
 FK0041  HISTORY     - 1935     MONUMENTED       CGS
 FK0041  HISTORY     - 1953     GOOD             CGS
 FK0041  HISTORY     - 19940209 GOOD             NGS
 FK0041  HISTORY     - 19951229 GOOD             OKDOT
 FK0041
 FK0041                          STATION DESCRIPTION
 FK0041
 FK0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0041'1.6 MI N FROM GEARY.
 FK0041'1.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0041'RAILROAD FROM THE STATION AT GEARY, 45 FEET EAST OF THE EAST
 FK0041'RAIL, 2.8 FEET WEST OF A FENCE, 27 FEET NORTH OF THE CENTER LINE
 FK0041'OF A TRACK ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0041'1.0 FOOT ABOVE THE GROUND.  THIS IS NOT A U.S. COAST AND GEODETIC
 FK0041'SURVEY AND STATE SURVEY DISK.
 FK0041
 FK0041                          STATION RECOVERY (1994)
 FK0041
 FK0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0041'2.2 KM (1.35 MI) NORTHERLY ALONG U.S. HIGHWAY 281 FROM THE CITY HALL
 FK0041'IN GEARY, 44.4 M (145.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 13.7
 FK0041'M (44.9 FT) NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 FK0041'10.0 M (32.8 FT) NORTHWEST OF THE CENTER OF AN ABANDONED ROAD
 FK0041'CROSSING, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, 0.4 M
 FK0041'(1.3 FT) BELOW THE LEVEL OF THE TRACKS, AND THE MONUMENT IS RECESSED
 FK0041'0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 FK0041
 FK0041                          STATION RECOVERY (1995)
 FK0041
 FK0041'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0041'FROM THE JUNCTION OF US 281 AND MAIN STREET IN GEARY, GO NORTH ON US
 FK0041'281 FOR 2.3 KM (1.40 MI) TO THE MARK ON THE RIGHT.  IT IS 44.2 M
 FK0041'(145.0 FT) EAST OF THE CENTERLINE OF US 281, 13.6 M (44.6 FT) EAST OF
 FK0041'THE EAST RAIL OF THE AUSTIN, TODD AND LADD RAILROAD, 0.7 M (2.3 FT)
 FK0041'WEST OF A N-S FENCE, 0.7 M (2.3 FT) WEST OF A CARSONITE WITNESS POST,
 FK0041'0.8 M (2.6 FT) NORTH OF A STEEL POST, RECESSED 0.2 M (0.7 FT) BELOW
 FK0041'THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0990 ***********************************************************************
 EK0990  DESIGNATION -  NO 4 C 13
 EK0990  PID         -  EK0990
 EK0990  STATE/COUNTY-  OK/CHOCTAW
 EK0990  COUNTRY     -  US
 EK0990  USGS QUAD   -  BOSWELL (2018)
 EK0990
 EK0990                         *CURRENT SURVEY CONTROL
 EK0990  ______________________________________________________________________
 EK0990* NAD 83(1993) POSITION- 34 01 37.23267(N) 095 47 30.31303(W)   ADJUSTED
 EK0990* NAVD 88 ORTHO HEIGHT -   164.46  (+/-2cm)      539.6   (feet) VERTCON3
 EK0990  ______________________________________________________________________
 EK0990  GEOID HEIGHT    -        -28.575 (meters)                     GEOID18
 EK0990  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 EK0990  HORZ ORDER      -  SECOND
 EK0990  VERT ORDER      -  THIRD ? (See Below)
 EK0990
 EK0990.The horizontal coordinates were established by classical geodetic methods
 EK0990.and adjusted by the National Geodetic Survey in November 1994.
 EK0990
 EK0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0990
 EK0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0990.GEOID18 height accuracy estimate available here.
 EK0990
 EK0990.The vertical order pertains to the NGVD 29 superseded value.
 EK0990
 EK0990.Click photographs - Photos may exist for this station.
 EK0990
 EK0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0990
 EK0990. The following values were computed from the NAD 83(1993) position.
 EK0990
 EK0990;                    North         East     Units Scale Factor Converg.
 EK0990;SPC OK S     -    79,175.880   803,924.026   MT  0.99998291   +1 15 12.4
 EK0990;SPC OK S     -   259,762.87  2,637,540.74   sFT  0.99998291   +1 15 12.4
 EK0990;UTM  15      - 3,768,666.515   242,230.810   MT  1.00041916   -1 33 47.1
 EK0990
 EK0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0990!SPC OK S     -   0.99997867  x   0.99998291  =   0.99996158
 EK0990!UTM  15      -   0.99997867  x   1.00041916  =   1.00039782
 EK0990
 EK0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4223068666(NAD 83)
 EK0990
 EK0990                          SUPERSEDED SURVEY CONTROL
 EK0990
 EK0990  NAD 83(1986)-  34 01 37.23866(N)    095 47 30.30436(W) AD(       ) 2
 EK0990  NAD 27      -  34 01 36.87900(N)    095 47 29.40500(W) AD(       ) 2
 EK0990  NGVD 29             164.40   (m)          539.4    (f) LEVELING    3  
 EK0990
 EK0990.Superseded values are not recommended for survey control.
 EK0990
 EK0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0990.See file dsdata.pdf to determine how the superseded data were derived.
 EK0990
 EK0990_MARKER: DD = SURVEY DISK
 EK0990_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0990_STAMPING: NO 4 C 13 TT 1935
 EK0990_MARK LOGO: CGS+SS
 EK0990_PROJECTION: PROJECTING 20 CENTIMETERS
 EK0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0990
 EK0990  HISTORY     - Date     Condition        Report By
 EK0990  HISTORY     - 1935     MONUMENTED       OKGS
 EK0990  HISTORY     - 1951     GOOD             OKGS
 EK0990  HISTORY     - 1951     GOOD             CGS
 EK0990
 EK0990                          STATION DESCRIPTION
 EK0990
 EK0990'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1951
 EK0990'RECOVERED.
 EK0990
 EK0990                          STATION RECOVERY (1951)
 EK0990
 EK0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0990'THIS IS A TRAVERSE STATION.
 EK0990'
 EK0990'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST AND 1/4 MILE SOUTH OF
 EK0990'SOPER AND ABOUT 1/2 MILE WEST OF A CROSSROADS STORE KNOWN AS
 EK0990'UNGER.  IT IS ON THE RIGHT-OF-WAY OF A RAILROAD.  IT IS 84 FEET
 EK0990'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70 AND 24 FEET NORTH OF
 EK0990'THE NORTH RAIL OF A RAILROAD TRACK.  IT IS A STANDARD USC AND GS
 EK0990'AND STATE SURVEY BENCH MARK DISK SET IN A 4 X 4 CONCRETE POST.
 EK0990'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED NO 4 C 13
 EK0990'- TT 1935.
 EK0990'
 EK0990'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION UNGER TO
 EK0990'NO. 4 C 13 (OKLA. GEOD. S.) AND THE DISTANCE IS 32.132 METERS OR
 EK0990'105.42 FEET.
 EK0990'
 EK0990'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SOPER, GO WEST
 EK0990'ON U.S. HIGHWAY 70 FOR 5.5 MILES TO STATION ON SOUTH SIDE OF HIGHWAY
 EK0990'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0964 ***********************************************************************
 FJ0964  DESIGNATION -  NOBLE
 FJ0964  PID         -  FJ0964
 FJ0964  STATE/COUNTY-  OK/CLEVELAND
 FJ0964  COUNTRY     -  US
 FJ0964  USGS QUAD   -  NORMAN (2018)
 FJ0964
 FJ0964                         *CURRENT SURVEY CONTROL
 FJ0964  ______________________________________________________________________
 FJ0964* NAD 83(1993) POSITION- 35 07 53.50734(N) 097 22 35.48859(W)   ADJUSTED
 FJ0964* NAVD 88 ORTHO HEIGHT -   368.    (meters)     1207.    (feet) SCALED
 FJ0964  ______________________________________________________________________
 FJ0964  GEOID HEIGHT    -        -26.355 (meters)                     GEOID18
 FJ0964  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 FJ0964  HORZ ORDER      -  THIRD
 FJ0964
 FJ0964.The horizontal coordinates were established by classical geodetic methods
 FJ0964.and adjusted by the National Geodetic Survey in November 1994.
 FJ0964
 FJ0964.The orthometric height was scaled from a topographic map.
 FJ0964
 FJ0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0964.GEOID18 height accuracy estimate available here.
 FJ0964
 FJ0964.Click photographs - Photos may exist for this station.
 FJ0964
 FJ0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0964
 FJ0964. The following values were computed from the NAD 83(1993) position.
 FJ0964
 FJ0964;                    North         East     Units Scale Factor Converg.
 FJ0964;SPC OK S     -   199,642.430   656,823.287   MT  0.99998146   +0 21 14.0
 FJ0964;SPC OK S     -   654,993.54  2,154,927.73   sFT  0.99998146   +0 21 14.0
 FJ0964;UTM  14      - 3,888,835.478   647,914.108   MT  0.99986964   +0 56 03.9
 FJ0964
 FJ0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0964!SPC OK S     -   0.99994636  x   0.99998146  =   0.99992782
 FJ0964!UTM  14      -   0.99994636  x   0.99986964  =   0.99981601
 FJ0964
 FJ0964:                Primary Azimuth Mark                     Grid Az
 FJ0964:SPC OK S     -  NOBLE AZ MK                              089 56 18.0
 FJ0964:UTM  14      -  NOBLE AZ MK                              089 21 28.1
 FJ0964
 FJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4791488835(NAD 83)
 FJ0964
 FJ0964|---------------------------------------------------------------------|
 FJ0964| PID    Reference Object                     Distance      Geod. Az  |
 FJ0964|                                                           dddmmss.s |
 FJ0964| CL5865 NOBLE AZ MK                                        0901732.0 |
 FJ0964| CL5866 NOBLE RM 1                           22.742 METERS 17606     |
 FJ0964| CL5867 NOBLE RM 2                           11.607 METERS 27507     |
 FJ0964| FJ0942 NOBLE MUNICIPAL TANK                APPROX. 1.8 KM 2985642.5 |
 FJ0964|---------------------------------------------------------------------|
 FJ0964
 FJ0964                          SUPERSEDED SURVEY CONTROL
 FJ0964
 FJ0964  NAD 83(1986)-  35 07 53.51309(N)    097 22 35.47268(W) AD(       ) 3
 FJ0964  NAD 27      -  35 07 53.26404(N)    097 22 34.37007(W) AD(       ) 3
 FJ0964
 FJ0964.Superseded values are not recommended for survey control.
 FJ0964
 FJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0964.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0964
 FJ0964_MARKER: DS = TRIANGULATION STATION DISK
 FJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0964_STAMPING: NOBLE 1957
 FJ0964_MARK LOGO: CGS
 FJ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0964+STABILITY: SURFACE MOTION
 FJ0964
 FJ0964  HISTORY     - Date     Condition        Report By
 FJ0964  HISTORY     - 1957     MONUMENTED       CGS
 FJ0964
 FJ0964                          STATION DESCRIPTION
 FJ0964
 FJ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0964'THE STATION IS 1-1/4 MILES SOUTHEAST OF NOBLE AND 1-3/4 MILES
 FJ0964'EAST OF THE MC CLAIN-CLEVELAND COUNTY LINE.  IT IS ON THE
 FJ0964'ROAD RIGHT-OF-WAY OF A HARD SURFACED ROAD WHICH RUNS EAST
 FJ0964'AND WEST, IN THE SOUTHEAST 1/4 OF SECTION 26, T8N, R2W.
 FJ0964'
 FJ0964'TO REACH THE STATION FROM THE POST OFFICE IN NOBLE, GO SOUTH
 FJ0964'ON U.S. HIGHWAY 77 FOR 0.5 MILE TO A HARD SURFACED ROAD
 FJ0964'ON THE LEFT, TURN LEFT AND GO EAST FOR 0.8 MILE TO THE TOP
 FJ0964'OF THE HIGHEST HILL IN THE VICINITY AND THE STATION ON THE
 FJ0964'LEFT, CONTINUE EAST FOR 0.45 MILE TO A FARM HOME AND THE
 FJ0964'AZIMUTH MARK ON THE LEFT.
 FJ0964'
 FJ0964'THE STATION MARKS ARE STANDARD DISKS, STAMPED NOBLE 1957.
 FJ0964'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FJ0964'POST PROJECTING 4 INCHES.  IT IS 48 FEET EAST-SOUTHEAST OF
 FJ0964'THE EAST GATE POST OF A METAL GATE, 38 FEET NORTH OF THE
 FJ0964'CENTER OF THE HARD SURFACED ROAD, 19 FEET EAST-SOUTHEAST
 FJ0964'OF A TELEPHONE POLE, 6 FEET WEST OF THE ALIGNMENT OF THE
 FJ0964'WEST WALL OF A FARM HOME SOUTH OF THE STATION AND 4 FEET
 FJ0964'SOUTH OF A RIGHT-OF-WAY FENCE LINE.*
 FJ0964'
 FJ0964'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NOBLE NO 1
 FJ0964'1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 FJ0964'PROJECTING 2 INCHES.  IT IS 40 FEET EAST OF THE CENTER
 FJ0964'OF THE FARM DRIVEWAY, 37 FEET NORTH OF THE NORTHWEST CORNER
 FJ0964'OF THE FARM HOME, 38 FEET SOUTH OF THE CENTER OF THE HARD
 FJ0964'SURFACED ROAD AND 1 FOOT WEST OF A POWERLINE POLE.
 FJ0964'
 FJ0964'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NOBLE NO 2
 FJ0964'1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0964'3 INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF THE ROAD,
 FJ0964'19 FEET WEST OF A TELEPHONE POLE, 10 FEET EAST OF THE EAST
 FJ0964'GATE POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 FJ0964'
 FJ0964'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NOBLE 1957,
 FJ0964'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0964'4 INCHES.  IT IS 55 FEET WEST OF THE CENTER OF THE FARM
 FJ0964'DRIVEWAY, 34 FEET EAST OF A T-FENCE CORNER (MADE BY BOARD
 FJ0964'FENCE DIVIDING THE BARN LOT IN TWO PARTS), 39 FEET NORTH
 FJ0964'OF THE CENTER OF THE HARD SURFACED ROAD, 26 FEET WEST OF
 FJ0964'THE SOUTHEAST CORNER OF THE BARN LOT AND 2 FEET SOUTH OF
 FJ0964'THE BOARD FENCE.  A WHITE POST WAS SET 1 FOOT EAST OF THE
 FJ0964'MARK.
 FJ0964'
 FJ0964'*THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0964'32 INCHES BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0709 ***********************************************************************
 GH0709  DESIGNATION -  NOBLE
 GH0709  PID         -  GH0709
 GH0709  STATE/COUNTY-  OK/NOBLE
 GH0709  COUNTRY     -  US
 GH0709  USGS QUAD   -  BLACK BEAR (2018)
 GH0709
 GH0709                         *CURRENT SURVEY CONTROL
 GH0709  ______________________________________________________________________
 GH0709* NAD 83(1993) POSITION- 36 17 33.24006(N) 097 10 56.93785(W)   ADJUSTED
 GH0709* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0709  ______________________________________________________________________
 GH0709  GEOID HEIGHT    -        -28.389 (meters)                     GEOID18
 GH0709  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 GH0709  HORZ ORDER      -  SECOND
 GH0709
 GH0709.The horizontal coordinates were established by classical geodetic methods
 GH0709.and adjusted by the National Geodetic Survey in November 1994.
 GH0709
 GH0709.The orthometric height was scaled from a topographic map.
 GH0709
 GH0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0709.GEOID18 height accuracy estimate available here.
 GH0709
 GH0709.Click photographs - Photos may exist for this station.
 GH0709
 GH0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0709
 GH0709. The following values were computed from the NAD 83(1993) position.
 GH0709
 GH0709;                    North         East     Units Scale Factor Converg.
 GH0709;SPC OK N     -   143,723.710   673,432.449   MT  0.99994778   +0 28 56.8
 GH0709;SPC OK N     -   471,533.54  2,209,419.63   sFT  0.99994778   +0 28 56.8
 GH0709;UTM  14      - 4,017,931.705   663,209.592   MT  0.99992821   +1 04 33.8
 GH0709
 GH0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0709!SPC OK N     -   0.99995422  x   0.99994778  =   0.99990200
 GH0709!UTM  14      -   0.99995422  x   0.99992821  =   0.99988243
 GH0709
 GH0709:                Primary Azimuth Mark                     Grid Az
 GH0709:SPC OK N     -  NOBLE AZ MK                              117 38 46.2
 GH0709:UTM  14      -  NOBLE AZ MK                              117 03 09.2
 GH0709
 GH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6320917931(NAD 83)
 GH0709
 GH0709|---------------------------------------------------------------------|
 GH0709| PID    Reference Object                     Distance      Geod. Az  |
 GH0709|                                                           dddmmss.s |
 GH0709| CL5868 NOBLE AZ MK                                        1180743.0 |
 GH0709| GH0745 PERRY OKLA HWY DEPT RADIO MAST      APPROX. 9.6 KM 2475449.8 |
 GH0709| GH0743 PERRY SMITH TRUCK SERV RAD MST      APPROX. 9.3 KM 2480323.6 |
 GH0709| GH0754 PERRY MICROWAVE RELAY MAST          APPROX. 9.7 KM 2482207.6 |
 GH0709| GH0748 PERRY MONROE CONSTR RAD MAST        APPROX.12.9 KM 2603200.3 |
 GH0709| GH0749 PERRY SOUTH MUNICIPAL TANK          APPROX. 9.4 KM 2633013.4 |
 GH0709| GH0741 PERRY FARMERS COOP ELEVATOR         APPROX.10.0 KM 2645507.7 |
 GH0709| GH0742 PERRY CATHOLIC CHURCH SPIRE         APPROX. 9.9 KM 2664442.4 |
 GH0709| GH0753 PERRY NORTH MUNICIPAL TANK          APPROX.10.3 KM 2712500.7 |
 GH0709| GH0746 PERRY ELLIOT CONSTR RAD MAST        APPROX. 8.9 KM 2740626.5 |
 GH0709| CL5870 NOBLE RM 2                           23.192 METERS 33831     |
 GH0709|---------------------------------------------------------------------|
 GH0709
 GH0709                          SUPERSEDED SURVEY CONTROL
 GH0709
 GH0709  NAD 83(1986)-  36 17 33.25016(N)    097 10 56.92404(W) AD(       ) 2
 GH0709  NAD 27      -  36 17 33.09996(N)    097 10 55.77598(W) AD(       ) 2
 GH0709
 GH0709.Superseded values are not recommended for survey control.
 GH0709
 GH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0709.See file dsdata.pdf to determine how the superseded data were derived.
 GH0709
 GH0709_MARKER: DS = TRIANGULATION STATION DISK
 GH0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0709_STAMPING: NOBLE 1963
 GH0709_MARK LOGO: CGS
 GH0709_PROJECTION: FLUSH
 GH0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0709+STABILITY: SURFACE MOTION
 GH0709
 GH0709  HISTORY     - Date     Condition        Report By
 GH0709  HISTORY     - 1963     MONUMENTED       CGS
 GH0709
 GH0709                          STATION DESCRIPTION
 GH0709
 GH0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0709'THE STATION IS ABOUT 5-3/4 MILES EAST OF PERRY, IN THE FARM
 GH0709'YARD OF J.H. ALBERS AND 0.2 MILE NORTH OF U.S. HIGHWAY 64.
 GH0709'
 GH0709'TO REACH THE STATION FROM THE INTERSECTION OF FIR AVENUE AND 6TH.,
 GH0709'STREET IN PERRY, GO EAST ON FIR AVENUE AND U.S. HIGHWAY 64 FOR
 GH0709'5.25 MILES TO A CHURCH ON THE RIGHT.  CONTINUE EAST ON HIGHWAY FOR
 GH0709'0.65 MILE TO A DRIVEWAY ON THE LEFT.  (THE AZIMUTH MARK
 GH0709'IS 0.45 MILE EAST OF THIS POINT ON THE SOUTH RIGHT-OF-WAY
 GH0709'OF THE HIGHWAY) TURN LEFT AND GO NORTH ON THE DRIVEWAY
 GH0709'FOR 0.2 MILE OT THE FARM HOUSE ON THE LEFT AND THE STATION
 GH0709'ON THE RIGHT.
 GH0709'
 GH0709'THE STATION MARK IS A STANDARD DISK, STAMPED NOBLE 1963, SET
 GH0709'IN THE TOP OF A 11 BY 11 INCH CONCRETE POST FLUSH WITH THE
 GH0709'GROUND.  IT IS 30.6 FEET NORTH OF AN EAST-WEST FENCE, 22.2
 GH0709'FEET WEST OF A NORTH-SOUTH FENCE, 140.2 FEET SOUTHEAST OF
 GH0709'THE SOUTHEAST CORNER OF THE HOUSE, 52.8 FEET EAST OF THE
 GH0709'CENTERLINE OF THE DRIVEWAY AND 51.6 FEET NORTHEAST OF A
 GH0709'POWERLINE POLE.
 GH0709'
 GH0709'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NOBLE NO 1 1963,
 GH0709'SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST FLUSH WITH
 GH0709'THE GROUND.  IT IS 2 FEET NORTH OF THE EAST-WEST FENCE,
 GH0709'2.4 FEET NORTHEAST OF A FENCE CORNER, 10.7 FEET EAST OF THE
 GH0709'CENTERLINE OF THE DRIVEWAY, 117.7 FEET SOUTHEAST OF THE
 GH0709'SOUTHEAST CORNER OF THE HOUSE, 12.6 FEET WEST OF THE POWERLINE
 GH0709'POLE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 GH0709'
 GH0709'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NOBLE NO 2 1963,
 GH0709'SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST FLUSH WITH
 GH0709'THE GROUND.  IT IS 50.3 FEET WEST OF THE NORTH-SOUTH FENCE,
 GH0709'24.0 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 8.1 FEET
 GH0709'SOUTH OF THE SOUTHEAST CORNER OF A BARN, 99.9 FEET EAST
 GH0709'OF THE SOUTHEAST CORNER OF THE HOUSE AND ABOUT 2 FEET HIGHER
 GH0709'THAN THE STATION.
 GH0709'
 GH0709'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NOBLE 1963,
 GH0709'SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST PROJECTING
 GH0709'4 INCHES.  IT IS 2 FEET NORTH OF AN EAST-WEST FENCE, 2.3 FEET
 GH0709'EAST OF A WITNESS POST, 48.1 FEET SOUTH OF THE CENTERLINE
 GH0709'OF THE HIGHWAY, 32.9 FEET WEST OF A POWERLINE POLE, 69.4
 GH0709'FEET WEST OF THE CENTERLINE OF A GRAVELED SIDE ROAD LEADING
 GH0709'SOUTH AND 11.6 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0945 ***********************************************************************
 FJ0945  DESIGNATION -  NOBLE ELEVATOR
 FJ0945  PID         -  FJ0945
 FJ0945  STATE/COUNTY-  OK/CLEVELAND
 FJ0945  COUNTRY     -  US
 FJ0945  USGS QUAD   -  NORMAN (2018)
 FJ0945
 FJ0945                         *CURRENT SURVEY CONTROL
 FJ0945  ______________________________________________________________________
 FJ0945* NAD 83(1993) POSITION- 35 08 16.88983(N) 097 23 50.29859(W)   ADJUSTED
 FJ0945  ______________________________________________________________________
 FJ0945  GEOID HEIGHT    -        -26.367 (meters)                     GEOID18
 FJ0945  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FJ0945  HORZ ORDER      -  THIRD
 FJ0945
 FJ0945.The horizontal coordinates were established by classical geodetic methods
 FJ0945.and adjusted by the National Geodetic Survey in November 1994.
 FJ0945
 FJ0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0945.GEOID18 height accuracy estimate available here.
 FJ0945
 FJ0945.Click photographs - Photos may exist for this station.
 FJ0945
 FJ0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0945
 FJ0945. The following values were computed from the NAD 83(1993) position.
 FJ0945
 FJ0945;                    North         East     Units Scale Factor Converg.
 FJ0945;SPC OK S     -   200,351.491   654,925.076   MT  0.99998255   +0 20 31.6
 FJ0945;SPC OK S     -   657,319.85  2,148,700.02   sFT  0.99998255   +0 20 31.6
 FJ0945;UTM  14      - 3,889,525.192   646,009.032   MT  0.99986274   +0 55 21.3
 FJ0945
 FJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4600989525(NAD 83)
 FJ0945
 FJ0945                          SUPERSEDED SURVEY CONTROL
 FJ0945
 FJ0945  NAD 83(1986)-  35 08 16.89548(N)    097 23 50.28217(W) AD(       ) 3
 FJ0945  NAD 27      -  35 08 16.65200(N)    097 23 49.17200(W) AD(       ) 3
 FJ0945  USSD        -  35 08 16.55700(N)    097 23 49.51900(W) AD(       ) 3
 FJ0945
 FJ0945.Superseded values are not recommended for survey control.
 FJ0945
 FJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0945.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0945
 FJ0945_MARKER: 65 = GRAIN ELEVATOR
 FJ0945
 FJ0945  HISTORY     - Date     Condition        Report By
 FJ0945  HISTORY     - 1902     FIRST OBSERVED   CGS
 FJ0945
 FJ0945                          STATION DESCRIPTION
 FJ0945
 FJ0945'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0942 ***********************************************************************
 FJ0942  DESIGNATION -  NOBLE MUNICIPAL TANK
 FJ0942  PID         -  FJ0942
 FJ0942  STATE/COUNTY-  OK/CLEVELAND
 FJ0942  COUNTRY     -  US
 FJ0942  USGS QUAD   -  NORMAN (2018)
 FJ0942
 FJ0942                         *CURRENT SURVEY CONTROL
 FJ0942  ______________________________________________________________________
 FJ0942* NAD 83(1993) POSITION- 35 08 22.23112(N) 097 23 38.72463(W)   ADJUSTED
 FJ0942  ______________________________________________________________________
 FJ0942  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 FJ0942  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 FJ0942  HORZ ORDER      -  THIRD
 FJ0942
 FJ0942.The horizontal coordinates were established by classical geodetic methods
 FJ0942.and adjusted by the National Geodetic Survey in November 1994.
 FJ0942
 FJ0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0942.GEOID18 height accuracy estimate available here.
 FJ0942
 FJ0942.Click photographs - Photos may exist for this station.
 FJ0942
 FJ0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0942
 FJ0942. The following values were computed from the NAD 83(1993) position.
 FJ0942
 FJ0942;                    North         East     Units Scale Factor Converg.
 FJ0942;SPC OK S     -   200,517.845   655,217.074   MT  0.99998280   +0 20 38.1
 FJ0942;SPC OK S     -   657,865.63  2,149,658.02   sFT  0.99998280   +0 20 38.1
 FJ0942;UTM  14      - 3,889,694.475   646,299.295   MT  0.99986378   +0 55 28.1
 FJ0942
 FJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4629989694(NAD 83)
 FJ0942
 FJ0942                          SUPERSEDED SURVEY CONTROL
 FJ0942
 FJ0942  NAD 83(1986)-  35 08 22.23714(N)    097 23 38.70875(W) AD(       ) 3
 FJ0942  NAD 27      -  35 08 21.99059(N)    097 23 37.60401(W) AD(       ) 3
 FJ0942
 FJ0942.Superseded values are not recommended for survey control.
 FJ0942
 FJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0942.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0942
 FJ0942_MARKER: 53 = ELEVATED TANK
 FJ0942
 FJ0942  HISTORY     - Date     Condition        Report By
 FJ0942  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0942  HISTORY     - 1983     GOOD             NGS
 FJ0942
 FJ0942                          STATION DESCRIPTION
 FJ0942
 FJ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0942'THE STATION IS IN THE CENTER OF NOBLE.  IT IS AN ELEVATED
 FJ0942'TANK, SILVER IN COLOR, FOUR-LEGGED AND 85 FEET HIGH.  THE
 FJ0942'POINT INTERSECTED WAS THE APEX OF THE TANK.
 FJ0942
 FJ0942                          STATION RECOVERY (1983)
 FJ0942
 FJ0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 FJ0942'RECOVERED AS DESCRIBED.
 FJ0942'
 FJ0942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NOBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0612 ***********************************************************************
 GJ0612  DESIGNATION -  NOEL FARMERS CO OP ELEVATOR
 GJ0612  PID         -  GJ0612
 GJ0612  STATE/COUNTY-  OK/WOODS
 GJ0612  COUNTRY     -  US
 GJ0612  USGS QUAD   -  ALVA (2018)
 GJ0612
 GJ0612                         *CURRENT SURVEY CONTROL
 GJ0612  ______________________________________________________________________
 GJ0612* NAD 83(1997) POSITION- 36 46 45.01042(N) 098 43 17.74332(W)   ADJUSTED
 GJ0612  ______________________________________________________________________
 GJ0612  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 GJ0612  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 GJ0612  HORZ ORDER      -  THIRD
 GJ0612
 GJ0612.The horizontal coordinates were established by classical geodetic methods
 GJ0612.and adjusted by the National Geodetic Survey in October 1998.
 GJ0612
 GJ0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0612.GEOID18 height accuracy estimate available here.
 GJ0612
 GJ0612.Click photographs - Photos may exist for this station.
 GJ0612
 GJ0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0612
 GJ0612. The following values were computed from the NAD 83(1997) position.
 GJ0612
 GJ0612;                    North         East     Units Scale Factor Converg.
 GJ0612;SPC OK N     -   197,650.070   535,584.764   MT  1.00000231   -0 25 33.1
 GJ0612;SPC OK N     -   648,456.94  1,757,164.35   sFT  1.00000231   -0 25 33.1
 GJ0612;UTM  14      - 4,070,411.526   524,842.830   MT  0.99960760   +0 10 00.1
 GJ0612
 GJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2484270411(NAD 83)
 GJ0612
 GJ0612                          SUPERSEDED SURVEY CONTROL
 GJ0612
 GJ0612  NAD 83(1993)-  36 46 45.01040(N)    098 43 17.74367(W) AD(       ) 3
 GJ0612  NAD 83(1986)-  36 46 45.01454(N)    098 43 17.73179(W) AD(       ) 3
 GJ0612  NAD 27      -  36 46 44.91342(N)    098 43 16.42930(W) AD(       ) 3
 GJ0612
 GJ0612.Superseded values are not recommended for survey control.
 GJ0612
 GJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0612.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0612
 GJ0612_MARKER: 65 = GRAIN ELEVATOR
 GJ0612
 GJ0612  HISTORY     - Date     Condition        Report By
 GJ0612  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0612
 GJ0612                          STATION DESCRIPTION
 GJ0612
 GJ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0612'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF ALVA AND IS
 GJ0612'JUST EAST OF THE RAILWAY TRACKS AT NOEL SIDING.
 GJ0612'
 GJ0612'IT IS A LARGE CONCRETE ELEVATOR HAVING A HEADHOUSE PROJECTING FROM
 GJ0612'THE TOP OF THE ELEVATOR PROPER AND IT HAS AN OVERALL HEIGHT OF 135
 GJ0612'FEET.  THE TOP AND CENTER OF THE ELEVATOR PROPER WAS OBSERVED.
 GJ0612'
 GJ0612'TO REACH THE STATION FROM THE NORTHWESTERN STATE TEACHERS COLLEGE
 GJ0612'IN ALVA, GO WEST ON U. S. HIGHWAY 64 FOR 2.9 MILES TO A CROSS ROAD,
 GJ0612'TURN LEFT AND GO SOUTH FOR 1.3 MILES TO THE NOEL RAILWAY SIDING AND
 GJ0612'THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0710 ***********************************************************************
 EL0710  DESIGNATION -  NON
 EL0710  PID         -  EL0710
 EL0710  STATE/COUNTY-  OK/COAL
 EL0710  COUNTRY     -  US
 EL0710  USGS QUAD   -  PARKER (2018)
 EL0710
 EL0710                         *CURRENT SURVEY CONTROL
 EL0710  ______________________________________________________________________
 EL0710* NAD 83(1993) POSITION- 34 44 28.93852(N) 096 13 52.39089(W)   ADJUSTED
 EL0710* NAVD 88 ORTHO HEIGHT -   273.4   (meters)      897.    (feet) VERTCON3
 EL0710  ______________________________________________________________________
 EL0710  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 EL0710  LAPLACE CORR    -         -6.48  (seconds)                    DEFLEC18
 EL0710  HORZ ORDER      -  FIRST
 EL0710
 EL0710.The horizontal coordinates were established by classical geodetic methods
 EL0710.and adjusted by the National Geodetic Survey in November 1994.
 EL0710
 EL0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0710
 EL0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0710.GEOID18 height accuracy estimate available here.
 EL0710
 EL0710.Click photographs - Photos may exist for this station.
 EL0710
 EL0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0710
 EL0710. The following values were computed from the NAD 83(1993) position.
 EL0710
 EL0710;                    North         East     Units Scale Factor Converg.
 EL0710;SPC OK S     -   157,603.931   761,957.062   MT  0.99993969   +1 00 14.4
 EL0710;SPC OK S     -   517,072.23  2,499,854.13   sFT  0.99993969   +1 00 14.4
 EL0710;UTM  14      - 3,847,854.706   753,483.028   MT  1.00039202   +1 34 43.3
 EL0710
 EL0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0710!SPC OK S     -   0.99996149  x   0.99993969  =   0.99990118
 EL0710!UTM  14      -   0.99996149  x   1.00039202  =   1.00035349
 EL0710
 EL0710:                Primary Azimuth Mark                     Grid Az
 EL0710:SPC OK S     -  NON AZ MK                                333 42 34.2
 EL0710:UTM  14      -  NON AZ MK                                333 08 05.3
 EL0710
 EL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD5348347854(NAD 83)
 EL0710
 EL0710|---------------------------------------------------------------------|
 EL0710| PID    Reference Object                     Distance      Geod. Az  |
 EL0710|                                                           dddmmss.s |
 EL0710| CY2677 NON RM 1                             49.304 METERS 16009     |
 EL0710| CY2678 NON RM 2                             46.306 METERS 18130     |
 EL0710| CY2679 NON RM 3                             24.812 METERS 27502     |
 EL0710| CY2676 NON AZ MK                                          3344248.6 |
 EL0710|---------------------------------------------------------------------|
 EL0710
 EL0710                          SUPERSEDED SURVEY CONTROL
 EL0710
 EL0710  NAD 83(1986)-  34 44 28.94172(N)    096 13 52.38328(W) AD(       ) 1
 EL0710  NAD 27      -  34 44 28.60600(N)    096 13 51.37350(W) AD(       ) 1
 EL0710  USSD        -  34 44 28.53300(N)    096 13 51.67700(W) AD(       ) 3
 EL0710  NGVD 29 (07/19/86)  273.3    (m)          897.     (f) VERT ANG       
 EL0710
 EL0710.Superseded values are not recommended for survey control.
 EL0710
 EL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0710.See file dsdata.pdf to determine how the superseded data were derived.
 EL0710
 EL0710_MARKER: DS = TRIANGULATION STATION DISK
 EL0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0710_STAMPING: NON 1917 1955
 EL0710_MARK LOGO: CGS
 EL0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0710+STABILITY: SURFACE MOTION
 EL0710
 EL0710  HISTORY     - Date     Condition        Report By
 EL0710  HISTORY     - 1920     MONUMENTED       CGS
 EL0710  HISTORY     - 1934     GOOD             CGS
 EL0710  HISTORY     - 1955     SEE DESCRIPTION  CGS
 EL0710  HISTORY     - 1970     GOOD             OKDH
 EL0710  HISTORY     - 1971     GOOD             NGS
 EL0710
 EL0710                          STATION DESCRIPTION
 EL0710
 EL0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0710'IN SW 1/4 SEC. 11, T. 3 N., R. 10 E., 2-1/2 MILES SE FROM
 EL0710'POST OFFICE AT NON, ON TOP OF TIMBERED RIDGE ON LAND OWNED BY
 EL0710'MRS. CALLAWAY, AND ABOUT 200 YARDS E FROM HER HOUSE.
 EL0710'
 EL0710'STATION MARKED BY A BRONZE STATION DISK IN CONCRETE.
 EL0710'
 EL0710'REFERENCE MARK IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK,
 EL0710'45.040 METERS (147.77 FEET) FROM STATION IN BEARING
 EL0710'S. 10 DEG E.
 EL0710
 EL0710                          STATION RECOVERY (1934)
 EL0710
 EL0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0710'DISK STAMPED NON 1917 PROJECTS ABOUT 10 INCHES ABOVE SURFACE.
 EL0710'STATION GOOD.
 EL0710'
 EL0710'REFERENCE DISK BROKEN, BUT SHANK REMAINS IN PLACE.
 EL0710'
 EL0710'BEST REACHED VIA RESIDENCE OF R.D. BROWN.  FOLLOW TRAIL FROM
 EL0710'RESIDENCE FOR ABOUT 2 MILES, IN A W OF S DIRECTION TO SITE
 EL0710'OF CALLAWAY HOUSE, WHICH IS AT THE SE CORNER OF THE THIRD
 EL0710'ABANDONED FIELD JUST W OF TRAIL.  THE CISTERN CURBING STILL
 EL0710'REMAINS, FROM WHICH GO ABOUT 136 YARDS SE TO STATION.
 EL0710
 EL0710                          STATION RECOVERY (1955)
 EL0710
 EL0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0710'THE STATION WAS RECOVERED AND THE STATION MARK FOUND TO HAVE
 EL0710'BEEN REMOVED BY BREAKING THE CONCRETE MONUMENT, HOWEVER THE
 EL0710'UNDERGROUND MARK WAS INTACT.  THE SHANK OF THE REFERENCE MARK WAS
 EL0710'RECOVERED.  A NEW STATION DISK WAS SET BY PLUMBING IN OVER
 EL0710'THE UNDERGROUND MARK.  TWO NEW REFERENCE MARKS AND AN AZIMUTH
 EL0710'MARK WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 EL0710'
 EL0710'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF A LOW TIMBER
 EL0710'COVERED EAST-WEST RIDGE.  IT IS ABOUT 18 MILES AIRLINE NORTH OF
 EL0710'COALGATE, 3 MILES AIRLINE SOUTHEAST OF NON, AND 17 MILES
 EL0710'AIRLINE WEST-NORTHWEST OF KIOWA.
 EL0710'
 EL0710'TO REACH FROM THE U.S. POST OFFICE IN COALGATE, GO NORTH
 EL0710'ON THE MAIN STREET FOR 0.1 MILE.  TURN LEFT ON U.S. HIGHWAY
 EL0710'75 AND GO WEST AND NORTHWEST 3.5 MILES TO A FORK.  TAKE THE
 EL0710'RIGHT FORK, U.S. HIGHWAY 75, AND GO NORTH 9.2 MILES TO A
 EL0710'DIRT CROSS ROAD AND A SIGN DIAMOND BAR RANCH ON THE LEFT.
 EL0710'TURN RIGHT ON DIRT ROAD AND GO EAST 0.6 MILE TO A ROAD
 EL0710'INTERSECTION.  TURN LEFT AND GO NORTH AND EAST 1.4 MILES TO A
 EL0710'FORK.  TAKE RIGHT FORK AND GO EAST AND NORTH 4.2 MILES TO
 EL0710'A SIDE ROAD LEFT, JUST BEFORE REACHING THE VILLAGE OF PARKER.
 EL0710'TURN LEFT AND GO NORTH AND EAST 1.9 MILES TO SUMMIT OF RIDGE
 EL0710'AND A WIRE GATE ON THE LEFT.  PASS THROUGH GATE AND GO
 EL0710'SOUTHWEST ON TRACK ROAD 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 EL0710'GATE AND CONTINUE SOUTHWEST ON TRACK ROAD 0.1 MILE TO A
 EL0710'WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTHWEST ON TRACK
 EL0710'ROAD ALONG FLAT TOPPED RIDGE 2.3 MILES TO A CLEARING.  TURN
 EL0710'LEFT AT SOUTHEAST CORNER OF CLEARING AND GO SOUTH ON DIM TRACK
 EL0710'ROAD THROUGH TREES FOR 0.1 MILE TO THE STATION.
 EL0710'
 EL0710'THE STATION MARK IS A STANDARD DISK STAMPED NON 1917 1955,
 EL0710'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 EL0710'PROJECTS 3 INCHES.  IT IS 36 FEET SOUTHEAST OF A TRIANGULAR
 EL0710'BLAZED OAK TREE AND 15 FEET SOUTH-SOUTHEAST OF A STANDARD
 EL0710'WITNESS POST.
 EL0710'
 EL0710'REFERENCE MARK NUMBER ONE IS THE SHANK OF A STANDARD DISK
 EL0710'CEMENTED IN A DRILL HOLE IN A 3 X 5-FOOT BOULDER THAT PROJECTS
 EL0710'2 FEET.  IT IS LOCATED AT THE SOUTH EDGE OF THE RIDGE TOP
 EL0710'AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 EL0710'
 EL0710'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NON NO
 EL0710'2 1917 1955, CEMENTED IN A DRILL HOLE IN A 5 X 10-FOOT BOULDER
 EL0710'THAT PROJECTS 3 FEET.  IT IS ABOUT 2 FEET LOWER THAN THE
 EL0710'STATION.
 EL0710'
 EL0710'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED NON
 EL0710'NO 3 1917 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 EL0710'MONUMENT THAT PROJECTS 6 INCHES.  IT IS AT THE SAME ELEVATION
 EL0710'AS THE STATION.
 EL0710'
 EL0710'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NON 1917 1955,
 EL0710'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 EL0710'PROJECTS 4 INCHES.  IT IS LOCATED ON A LOW RISE IN A CLEAR
 EL0710'AREA.  8 FEET EAST OF A STANDARD WITNESS POST AND 100 YARDS
 EL0710'EAST OF A TRACK ROAD.  TO REACH FROM THE STATION, GO NORTH
 EL0710'ON DIM TRACK ROAD FOR 0.1 MILE TO SOUTHEAST CORNER OF CLEARING.
 EL0710'CONTINUE NORTH ACROSS CLEARING FOR 0.2 MILE TO TOP OF LOW
 EL0710'RISE AND THE AZIMUTH MARK.
 EL0710'
 EL0710'APPARENTLY THE BOULDER R.M. NO. 1 IS IN HAS BEEN MOVED.
 EL0710'
 EL0710
 EL0710                          STATION RECOVERY (1970)
 EL0710
 EL0710'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (LEH)
 EL0710'NON 1917 FOUND IN GOOD CONDITION.
 EL0710'
 EL0710'FOUND ONLY SHANK OF REFERENCE NO. 1.
 EL0710'
 EL0710'NON NO. 2 1917 1955 FOUND IN GOOD CONDITION.
 EL0710'
 EL0710'NON NO. 3 1917 1955 FOUND IN GOOD CONDITION.
 EL0710
 EL0710                          STATION RECOVERY (1971)
 EL0710
 EL0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EL0710'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, THE
 EL0710'OLD SHANK OF REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 EL0710'RECOVERED AS DESCRIBED IN THE 1955 DESCRIPTION AND ALL MARKS WERE
 EL0710'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 EL0710'RECOVERY.  A KEY IS REQUIRED AT THE FIRST GATE MENTIONED IN THE
 EL0710'DESCRIPTION.  THE GATE IS LOCKED AND KEY CAN BE OBTAINED FROM
 EL0710'MR. MARVIN HINSTON WHO LIVES AT BOTTOM OF HILL 0.1 MILE
 EL0710'SOUTHEAST OF THE LOCKED GATE OR FROM MR. O.R. WELLINGTON WHO
 EL0710'LEASES THE LAND AND OWNS THE WELLINGTON GROCERY ON U.S. HIGHWAY
 EL0710'75 WHICH IS ABOUT 2-1/2 MILES NORTHWEST OF THE VILLAGE OF NONE.
 EL0710'THE LINE OF SIGHT HAS BEEN CLEARED TO THE AZIMUTH MARK.
 EL0710'
 EL0710'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 EL0710'
 EL0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18 MILES
 EL0710'NORTH OF COALGATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0575 ***********************************************************************
 EM0575  DESIGNATION -  NORGE
 EM0575  PID         -  EM0575
 EM0575  STATE/COUNTY-  OK/GRADY
 EM0575  COUNTRY     -  US
 EM0575  USGS QUAD   -  LAVERTY (2018)
 EM0575
 EM0575                         *CURRENT SURVEY CONTROL
 EM0575  ______________________________________________________________________
 EM0575* NAD 83(1993) POSITION- 34 56 31.56622(N) 098 00 36.54377(W)   ADJUSTED
 EM0575* NAVD 88 ORTHO HEIGHT -   387.7   (meters)     1272.    (feet) VERTCON3
 EM0575  ______________________________________________________________________
 EM0575  GEOID HEIGHT    -        -26.320 (meters)                     GEOID18
 EM0575  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 EM0575  HORZ ORDER      -  THIRD
 EM0575
 EM0575.The horizontal coordinates were established by classical geodetic methods
 EM0575.and adjusted by the National Geodetic Survey in November 1994.
 EM0575
 EM0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0575
 EM0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0575.GEOID18 height accuracy estimate available here.
 EM0575
 EM0575.Click photographs - Photos may exist for this station.
 EM0575
 EM0575.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0575
 EM0575. The following values were computed from the NAD 83(1993) position.
 EM0575
 EM0575;                    North         East     Units Scale Factor Converg.
 EM0575;SPC OK S     -   178,452.282   599,072.719   MT  0.99995539   -0 00 20.7
 EM0575;SPC OK S     -   585,472.20  1,965,457.75   sFT  0.99995539   -0 00 20.7
 EM0575;UTM  14      - 3,867,069.624   590,390.492   MT  0.99970070   +0 34 01.1
 EM0575
 EM0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0575!SPC OK S     -   0.99994328  x   0.99995539  =   0.99989867
 EM0575!UTM  14      -   0.99994328  x   0.99970070  =   0.99964399
 EM0575
 EM0575:                Primary Azimuth Mark                     Grid Az
 EM0575:SPC OK S     -  AGAWAM                                   129 38 40.0
 EM0575:UTM  14      -  AGAWAM                                   129 04 18.2
 EM0575
 EM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9039067069(NAD 83)
 EM0575
 EM0575|---------------------------------------------------------------------|
 EM0575| PID    Reference Object                     Distance      Geod. Az  |
 EM0575|                                                           dddmmss.s |
 EM0575| CX7834 NORGE RM 1                           27.756 METERS 08811     |
 EM0575| EL1034 AGAWAM                              APPROX. 6.8 KM 1293819.3 |
 EM0575| CX7835 NORGE RM 2                           22.590 METERS 17508     |
 EM0575| EM0587 CEMENT MUNICIPAL STANDPIPE          APPROX.11.5 KM 2660308.8 |
 EM0575| CX7833 NORGE AZ MK                                        2684017.3 |
 EM0575|---------------------------------------------------------------------|
 EM0575
 EM0575                          SUPERSEDED SURVEY CONTROL
 EM0575
 EM0575  NAD 83(1986)-  34 56 31.57325(N)    098 00 36.52689(W) AD(       ) 3
 EM0575  NAD 27      -  34 56 31.33300(N)    098 00 35.36900(W) AD(       ) 3
 EM0575  NGVD 29 (07/19/86)  387.6    (m)         1272.     (f) VERT ANG       
 EM0575
 EM0575.Superseded values are not recommended for survey control.
 EM0575
 EM0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0575.See file dsdata.pdf to determine how the superseded data were derived.
 EM0575
 EM0575_MARKER: DS = TRIANGULATION STATION DISK
 EM0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0575_STAMPING: NORGE 1947
 EM0575_MARK LOGO: CGS
 EM0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0575+STABILITY: SURFACE MOTION
 EM0575
 EM0575  HISTORY     - Date     Condition        Report By
 EM0575  HISTORY     - 1947     MONUMENTED       CGS
 EM0575  HISTORY     - 1963     GOOD             CGS
 EM0575  HISTORY     - 1976     GOOD             NGS
 EM0575  HISTORY     - 19880401 MARK NOT FOUND   USGS
 EM0575
 EM0575                          STATION DESCRIPTION
 EM0575
 EM0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0575'THE STATION IS LOCATED ABOUT 7 MILES EAST OF CEMENT, ABOUT
 EM0575'3 MILES SOUTH OF NORGE AND IS SET ON THE RIGHT-OF-WAY OF U.S.
 EM0575'HIGHWAY 277.  IT IS SITUATED 200 FEET WEST OF A T-ROAD LEADING
 EM0575'SOUTH, 35 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET WEST OF
 EM0575'A TELEPHONE POLE AND IS WITNESSED BY A WHITE REFERENCE POST.
 EM0575'THE DISK IS STAMPED NORGE 1947 AND PROJECTS 3 INCHES.
 EM0575'
 EM0575'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE.  IT IS STAMPED
 EM0575'NORGE NO 1 1947 AND PROJECTS 2 INCHES.
 EM0575'
 EM0575'REFERENCE MARK NO. 2 IS SET ACROSS THE HIGHWAY FROM THE STATION,
 EM0575'35 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH
 EM0575'OF THE FENCE LINE.  IT IS STAMPED NORGE NO 2 1947 AND PROJECTS
 EM0575'2 INCHES.
 EM0575'
 EM0575'THE AZIMUTH MARK IS LOCATED 0.65 MILE WEST-SOUTHWEST OF THE
 EM0575'STATION, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3 FEET
 EM0575'EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF THE FENCE LINE AND
 EM0575'IS WITNESSED BY A REFERENCE POST.  THE DISK IS STAMPED NORGE
 EM0575'1947 AND PROJECTS 5 INCHES.
 EM0575'
 EM0575'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN CEMENT, GO EAST ON
 EM0575'U.S. HIGHWAY 277 FOR 7.4 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 EM0575'CONTINUE EAST FOR 0.4 MILE TO A SMALL STORE AND SERVICE
 EM0575'STATION ON THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD FOR 0.25
 EM0575'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EM0575'
 EM0575'FOUR FOOT SIGNALS AT AGAWAM AND KECHI 1902 AND A 74 FOOT SIGNAL AT
 EM0575'SPRINGS ARE VISIBLE AT 4 FEET.
 EM0575
 EM0575                          STATION RECOVERY (1963)
 EM0575
 EM0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0575'NO DESCRIPTION WAS AVAILABLE FOR THIS STATION AT THE PRESENT
 EM0575'TIME.
 EM0575'
 EM0575'THE STATION MARK WAS RECOVERED AND APPEARS TO BE IN GOOD
 EM0575'CONDITION.  IT IS ON THE NORTH SIDE OF U.S. HIGHWAY 277, 35.5 FEET
 EM0575'NORTH OF THE CENTER OF THE HIGHWAY, 6.5 FEET NORTHWEST OF A
 EM0575'POWER POLE AND IN THE FENCE LINE.  A STANDARD DISK STAMPED
 EM0575'NORGE 1947 AND SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT
 EM0575'FLUSH WITH SURFACE OF GROUND.
 EM0575'
 EM0575'TO REACH FROM JUNCTION U.S. HIGHWAYS 277 AND 81, ABOUT 12-1/2 MILES
 EM0575'NORTH OF RUSH SPRINGS, GO WEST ON U.S. HIGHWAY 277 FOR 3.6 MILES TO
 EM0575'A SIDE ROAD LEFT, SOUTH, CONTINUE AHEAD, WEST ON HIGHWAY FOR
 EM0575'0.05 MILE TO THE STATION ON THE RIGHT, NORTH SIDE OF HIGHWAY.
 EM0575'
 EM0575'REFERENCE MARK NO. 1, IS EAST OF THE STATION IN A LEANING
 EM0575'POSITION, IT HAD BEEN STRUCK BY HEAVY MACHINERY.
 EM0575'
 EM0575'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  IT IS LYING ON
 EM0575'BANK ON THE SOUTH SIDE OF THE HIGHWAY.
 EM0575'
 EM0575'THE AZIMUTH MARK, 0.65 MILE WEST OF THE STATION HAS ALSO BEEN
 EM0575'DESTROYED.  IT WAS FOUND LYING ON BANK ON THE SOUTH SIDE OF THE
 EM0575'HIGHWAY.
 EM0575
 EM0575                          STATION RECOVERY (1976)
 EM0575
 EM0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 EM0575'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0575
 EM0575                          STATION RECOVERY (1988)
 EM0575
 EM0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (CDL)
 EM0575'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0947 ***********************************************************************
 FJ0947  DESIGNATION -  NORMAN
 FJ0947  PID         -  FJ0947
 FJ0947  STATE/COUNTY-  OK/CLEVELAND
 FJ0947  COUNTRY     -  US
 FJ0947  USGS QUAD   -  NORMAN (2018)
 FJ0947
 FJ0947                         *CURRENT SURVEY CONTROL
 FJ0947  ______________________________________________________________________
 FJ0947* NAD 83(1993) POSITION- 35 12 47.10838(N) 097 23 26.42145(W)   ADJUSTED
 FJ0947* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 FJ0947  ______________________________________________________________________
 FJ0947  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 FJ0947  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 FJ0947  HORZ ORDER      -  SECOND
 FJ0947
 FJ0947.The horizontal coordinates were established by classical geodetic methods
 FJ0947.and adjusted by the National Geodetic Survey in November 1994.
 FJ0947
 FJ0947.The orthometric height was scaled from a topographic map.
 FJ0947
 FJ0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0947.GEOID18 height accuracy estimate available here.
 FJ0947
 FJ0947.Click photographs - Photos may exist for this station.
 FJ0947
 FJ0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0947
 FJ0947. The following values were computed from the NAD 83(1993) position.
 FJ0947
 FJ0947;                    North         East     Units Scale Factor Converg.
 FJ0947;SPC OK S     -   208,682.398   655,479.241   MT  0.99999606   +0 20 45.1
 FJ0947;SPC OK S     -   684,652.17  2,150,518.14   sFT  0.99999606   +0 20 45.1
 FJ0947;UTM  14      - 3,897,860.245   646,478.577   MT  0.99986443   +0 55 41.3
 FJ0947
 FJ0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0947!SPC OK S     -   0.99994482  x   0.99999606  =   0.99994088
 FJ0947!UTM  14      -   0.99994482  x   0.99986443  =   0.99980926
 FJ0947
 FJ0947:                Primary Azimuth Mark                     Grid Az
 FJ0947:SPC OK S     -  NORMAN AZ MK                             314 18 45.2
 FJ0947:UTM  14      -  NORMAN AZ MK                             313 43 49.0
 FJ0947
 FJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4647897860(NAD 83)
 FJ0947
 FJ0947|---------------------------------------------------------------------|
 FJ0947| PID    Reference Object                     Distance      Geod. Az  |
 FJ0947|                                                           dddmmss.s |
 FJ0947| CL5872 NORMAN RM 1                          22.904 METERS 10058     |
 FJ0947| CL5873 NORMAN RM 2                          21.911 METERS 31205     |
 FJ0947| CL5871 NORMAN AZ MK                                       3143930.3 |
 FJ0947|---------------------------------------------------------------------|
 FJ0947
 FJ0947                          SUPERSEDED SURVEY CONTROL
 FJ0947
 FJ0947  NAD 83(1986)-  35 12 47.11467(N)    097 23 26.40470(W) AD(       ) 2
 FJ0947  NAD 27      -  35 12 46.87228(N)    097 23 25.28986(W) AD(       ) 2
 FJ0947
 FJ0947.Superseded values are not recommended for survey control.
 FJ0947
 FJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0947.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0947
 FJ0947_MARKER: DS = TRIANGULATION STATION DISK
 FJ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0947_STAMPING: NORMAN 1957
 FJ0947_MARK LOGO: CGS
 FJ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0947+STABILITY: SURFACE MOTION
 FJ0947
 FJ0947  HISTORY     - Date     Condition        Report By
 FJ0947  HISTORY     - 1957     MONUMENTED       CGS
 FJ0947
 FJ0947                          STATION DESCRIPTION
 FJ0947
 FJ0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0947'STATION IS ABOUT 2-3/4 MILES EAST-SOUTHEAST OF NORMAN, 0.55
 FJ0947'MILE SOUTH OF STATE HIGHWAY 9, ON A PROMINENT POINT IN PASTURE
 FJ0947'LAND OWNED BY EDWIN J. BARBOUR WHO LIVES 0.3 MILE NORTHWEST
 FJ0947'OF THE STATION.  IT IS IN THE NORTHEAST 1/4 OF SECTION 34,
 FJ0947'T 9 N, R 2 W.
 FJ0947'
 FJ0947'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77
 FJ0947'AND STATE HIGHWAY 9 AT THE SOUTHEAST EDGE OF NORMAN, GO EAST
 FJ0947'ON HIGHWAY 9 FOR 2.3 MILES TO A FARM HOUSE ON THE LEFT, A
 FJ0947'LOCKED GATE AND THE AZIMUTH MARK ON THE RIGHT, TURN RIGHT,
 FJ0947'PASS THROUGH THE GATE AND FOLLOW A DRIVEWAY SOUTH FOR 0.3
 FJ0947'MILE TO A STOCK SHELTER ON THE RIGHT AND A TRACK ROAD LEADING
 FJ0947'EASTERLY, TURN LEFT AND FOLLOW THE TRACK ROAD EASTERLY FOR
 FJ0947'0.2 MILE TO A FENCE CORNER, TURN RIGHT AND CONTINUE ON THE
 FJ0947'TRACK ROAD SOUTHEASTERLY ALONG THE NORTHEAST SIDE OF A FENCE
 FJ0947'FOR 0.2 MILE TO THE FENCE CORNER AND THE STATION.
 FJ0947'
 FJ0947'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 FJ0947'CONCRETE POSTS.
 FJ0947'
 FJ0947'STATION MARKS ARE STAMPED NORMAN 1957.  THE SURFACE MARK
 FJ0947'PROJECTS 8 INCHES.  IT IS 57 FEET SOUTHWEST OF THE CENTER
 FJ0947'OF THE TRACK ROAD, 15 FEET NORTH OF AN EAST-WEST FENCE, 15
 FJ0947'FEET NORTHEAST OF A FENCE CORNER AND 13 FEET EAST OF A NORTH-SOUTH
 FJ0947'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 FJ0947'NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 FJ0947'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FJ0947'
 FJ0947'REFERENCE MARK 1 PROJECTS 6 INCHES AND IS STAMPED NORMAN
 FJ0947'NO 1 1957.  IT IS 79 FEET EAST OF THE FENCE CORNER, 44 FEET
 FJ0947'SOUTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT NORTH OF
 FJ0947'THE EAST-WEST FENCE.
 FJ0947'
 FJ0947'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED NORMAN
 FJ0947'NO 2 1957.  IT IS 78 FEET NORTHWEST OF THE FENCE CORNER,
 FJ0947'47 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT
 FJ0947'EAST OF THE NORTH-SOUTH FENCE.
 FJ0947'
 FJ0947'AZIMUTH MARK PROJECTS 6 INCHES AND IS STAMPED NORMAN 1957.
 FJ0947'IT IS 79 FEET EAST OF A POWERLINE POLE, 68 FEET EAST OF THE
 FJ0947'CENTER OF THE GATE AND DRIVEWAY, 60 FEET SOUTH OF THE CENTER
 FJ0947'OF THE HIGHWAY, 12 FEET SOUTHEAST OF A TRANSFORMER POLE,
 FJ0947'1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE AND ABOUT 10 FEET
 FJ0947'ABOVE THE HIGHWAY LEVEL.  A 4 IN X 4 IN WHITE WITNESS POST
 FJ0947'WAS SET 2 FEET EAST OF THE MARK.
 FJ0947'
 FJ0947'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0953 ***********************************************************************
 FJ0953  DESIGNATION -  NORMAN BASE E TANK 193
 FJ0953  PID         -  FJ0953
 FJ0953  STATE/COUNTY-  OK/CLEVELAND
 FJ0953  COUNTRY     -  US
 FJ0953  USGS QUAD   -  NORMAN (2018)
 FJ0953
 FJ0953                         *CURRENT SURVEY CONTROL
 FJ0953  ______________________________________________________________________
 FJ0953* NAD 83(1993) POSITION- 35 10 39.68782(N) 097 25 26.48175(W)   ADJUSTED
 FJ0953  ______________________________________________________________________
 FJ0953  GEOID HEIGHT    -        -26.452 (meters)                     GEOID18
 FJ0953  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FJ0953  HORZ ORDER      -  THIRD
 FJ0953
 FJ0953.The horizontal coordinates were established by classical geodetic methods
 FJ0953.and adjusted by the National Geodetic Survey in November 1994.
 FJ0953
 FJ0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0953.GEOID18 height accuracy estimate available here.
 FJ0953
 FJ0953.Click photographs - Photos may exist for this station.
 FJ0953
 FJ0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0953
 FJ0953. The following values were computed from the NAD 83(1993) position.
 FJ0953
 FJ0953;                    North         East     Units Scale Factor Converg.
 FJ0953;SPC OK S     -   204,737.838   652,465.157   MT  0.99998948   +0 19 37.0
 FJ0953;SPC OK S     -   671,710.72  2,140,629.44   sFT  0.99998948   +0 19 37.0
 FJ0953;UTM  14      - 3,893,885.819   643,505.093   MT  0.99985380   +0 54 29.2
 FJ0953
 FJ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4350593885(NAD 83)
 FJ0953
 FJ0953                          SUPERSEDED SURVEY CONTROL
 FJ0953
 FJ0953  NAD 83(1986)-  35 10 39.69412(N)    097 25 26.46538(W) AD(       ) 3
 FJ0953  NAD 27      -  35 10 39.44999(N)    097 25 25.34938(W) AD(       ) 3
 FJ0953
 FJ0953.Superseded values are not recommended for survey control.
 FJ0953
 FJ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0953.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0953
 FJ0953_MARKER: 53 = ELEVATED TANK
 FJ0953
 FJ0953  HISTORY     - Date     Condition        Report By
 FJ0953  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0953
 FJ0953                          STATION DESCRIPTION
 FJ0953
 FJ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0953'THE STATION IS ON LAND OF U.S. NAVY AIR TECHNICAL TRAINING
 FJ0953'CENTER ABOUT 2.5 MILES FROM THE CENTER OF NORMAN.  IT IS
 FJ0953'AN ELEVATED TANK, SIX-LEGGED, ORANGE AND SILVER IN COLOR
 FJ0953'AND 100 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX
 FJ0953'OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0961 ***********************************************************************
 FJ0961  DESIGNATION -  NORMAN BASE N TANK 191
 FJ0961  PID         -  FJ0961
 FJ0961  STATE/COUNTY-  OK/CLEVELAND
 FJ0961  COUNTRY     -  US
 FJ0961  USGS QUAD   -  NORMAN (2018)
 FJ0961
 FJ0961                         *CURRENT SURVEY CONTROL
 FJ0961  ______________________________________________________________________
 FJ0961* NAD 83(1993) POSITION- 35 11 34.91552(N) 097 25 57.27707(W)   ADJUSTED
 FJ0961  ______________________________________________________________________
 FJ0961  GEOID HEIGHT    -        -26.485 (meters)                     GEOID18
 FJ0961  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 FJ0961  HORZ ORDER      -  THIRD
 FJ0961
 FJ0961.The horizontal coordinates were established by classical geodetic methods
 FJ0961.and adjusted by the National Geodetic Survey in November 1994.
 FJ0961
 FJ0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0961.GEOID18 height accuracy estimate available here.
 FJ0961
 FJ0961.Click photographs - Photos may exist for this station.
 FJ0961
 FJ0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0961
 FJ0961. The following values were computed from the NAD 83(1993) position.
 FJ0961
 FJ0961;                    North         East     Units Scale Factor Converg.
 FJ0961;SPC OK S     -   206,435.377   651,676.400   MT  0.99999228   +0 19 19.5
 FJ0961;SPC OK S     -   677,280.07  2,138,041.66   sFT  0.99999228   +0 19 19.5
 FJ0961;UTM  14      - 3,895,575.034   642,699.266   MT  0.99985096   +0 54 12.6
 FJ0961
 FJ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4269995575(NAD 83)
 FJ0961
 FJ0961                          SUPERSEDED SURVEY CONTROL
 FJ0961
 FJ0961  NAD 83(1986)-  35 11 34.92198(N)    097 25 57.26068(W) AD(       ) 3
 FJ0961  NAD 27      -  35 11 34.67915(N)    097 25 56.14308(W) AD(       ) 3
 FJ0961
 FJ0961.Superseded values are not recommended for survey control.
 FJ0961
 FJ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0961.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0961
 FJ0961_MARKER: 53 = ELEVATED TANK
 FJ0961
 FJ0961  HISTORY     - Date     Condition        Report By
 FJ0961  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0961  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 FJ0961  HISTORY     - 20240527 GOOD             NGS
 FJ0961
 FJ0961                          STATION DESCRIPTION
 FJ0961
 FJ0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0961'THE STATION IS ON LAND OF U.S. NAVY AIR TECHNICAL TRAINING
 FJ0961'CENTER ABOUT 2 MILES FROM THE CENTER OF NORMAN.  IT IS AN
 FJ0961'ELEVATED TANK, SIX-LEGGED, ORANGE AND SILVER IN COLOR AND
 FJ0961'100 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX
 FJ0961'OF THE TANK.
 FJ0961
 FJ0961                          STATION RECOVERY (2005)
 FJ0961
 FJ0961'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0961'MARK NOT FOUND. NAVAL BASE HAS BEEN CLOSED. LAND IS NOW OWNED BY THE
 FJ0961'UNIVERSITY OF OKLAHOMA FOUNDATION. OFFICIALS WANT TO USE THE LAND FOR
 FJ0961'AN UP SCALE MIXED USE DEVELOPMENT THAT WILL ATTRACT NEW BUSINESS TO
 FJ0961'THE CITY. THE FOUNDATION HAS PLEDGED 100,000 TOWARD ESTABLISHING A
 FJ0961'PERMANENT EXHIBIT COMMEMORATING THE NAVAL BASE AND GUNNERY RANGE IN
 FJ0961'THE OKLAHOMA HISTORICAL SOCIETY S HISTORY CENTER DUE TO OPEN IN NOV
 FJ0961'2005.
 FJ0961
 FJ0961                          STATION RECOVERY (2024)
 FJ0961
 FJ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2024 (MRA)
 FJ0961'THE TANK APPEARS IN 2023 AERIAL PHOTOGRAPHY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0948 ***********************************************************************
 FJ0948  DESIGNATION -  NORMAN COUNTY RAD MAST
 FJ0948  PID         -  FJ0948
 FJ0948  STATE/COUNTY-  OK/CLEVELAND
 FJ0948  COUNTRY     -  US
 FJ0948  USGS QUAD   -  NORMAN (2018)
 FJ0948
 FJ0948                         *CURRENT SURVEY CONTROL
 FJ0948  ______________________________________________________________________
 FJ0948* NAD 83(1993) POSITION- 35 13 11.65499(N) 097 26 29.07970(W)   ADJUSTED
 FJ0948  ______________________________________________________________________
 FJ0948  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 FJ0948  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 FJ0948  HORZ ORDER      -  THIRD
 FJ0948
 FJ0948.The horizontal coordinates were established by classical geodetic methods
 FJ0948.and adjusted by the National Geodetic Survey in November 1994.
 FJ0948
 FJ0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0948.GEOID18 height accuracy estimate available here.
 FJ0948
 FJ0948.Click photographs - Photos may exist for this station.
 FJ0948
 FJ0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0948
 FJ0948. The following values were computed from the NAD 83(1993) position.
 FJ0948
 FJ0948;                    North         East     Units Scale Factor Converg.
 FJ0948;SPC OK S     -   209,412.134   650,855.374   MT  0.99999737   +0 19 01.4
 FJ0948;SPC OK S     -   687,046.31  2,135,348.01   sFT  0.99999737   +0 19 01.4
 FJ0948;UTM  14      - 3,898,542.871   641,848.185   MT  0.99984797   +0 53 56.4
 FJ0948
 FJ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4184898542(NAD 83)
 FJ0948
 FJ0948                          SUPERSEDED SURVEY CONTROL
 FJ0948
 FJ0948  NAD 83(1986)-  35 13 11.66169(N)    097 26 29.06332(W) AD(       ) 3
 FJ0948  NAD 27      -  35 13 11.42218(N)    097 26 27.94468(W) AD(       ) 3
 FJ0948
 FJ0948.Superseded values are not recommended for survey control.
 FJ0948
 FJ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0948.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0948
 FJ0948_MARKER: 42 = RADIO/TV MAST
 FJ0948
 FJ0948  HISTORY     - Date     Condition        Report By
 FJ0948  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0948
 FJ0948                          STATION DESCRIPTION
 FJ0948
 FJ0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0948'THE STATION IS LOCATED ON TOP OF THE CLEVELAND COUNTY COURTHOUSE
 FJ0948'IN NORMAN.  IT IS A VERTICAL SKELETON STEEL STRUCTURE 125
 FJ0948'FEET IN HEIGHT, PAINTED ALTERNATELY RED AND WHITE.  THE POINT
 FJ0948'INTERSECTED WAS THE TOP-CENTER OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1358 ***********************************************************************
 FJ1358  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1358  DESIGNATION -  NORMAN LANDSAT TRACKING STATION
 FJ1358  PID         -  FJ1358
 FJ1358  STATE/COUNTY-  OK/MCCLAIN
 FJ1358  COUNTRY     -  US
 FJ1358  USGS QUAD   -  NEWCASTLE (2018)
 FJ1358
 FJ1358                         *CURRENT SURVEY CONTROL
 FJ1358  ______________________________________________________________________
 FJ1358* NAD 83(2011) POSITION- 35 10 43.98019(N) 097 34 00.57012(W)   ADJUSTED
 FJ1358* NAD 83(2011) ELLIP HT-   362.940 (meters)        (06/27/12)   ADJUSTED
 FJ1358* NAD 83(2011) EPOCH   -  2010.00
 FJ1358* NAVD 88 ORTHO HEIGHT -   389.408 (meters)     1277.58  (feet) ADJUSTED
 FJ1358  ______________________________________________________________________
 FJ1358  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 FJ1358  NAD 83(2011) X  -   -687,292.158 (meters)                     COMP
 FJ1358  NAD 83(2011) Y  - -5,173,865.051 (meters)                     COMP
 FJ1358  NAD 83(2011) Z  -  3,654,314.875 (meters)                     COMP
 FJ1358  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 FJ1358  DYNAMIC HEIGHT  -        389.027 (meters)     1276.33  (feet) COMP
 FJ1358  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 FJ1358
 FJ1358  VERT ORDER      -  FIRST     CLASS II
 FJ1358
 FJ1358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1358  Standards:
 FJ1358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1358  -------------------------------------------------------------------
 FJ1358  NETWORK    1.13   1.63           0.50   0.42   0.83     -0.00852232
 FJ1358  -------------------------------------------------------------------
 FJ1358  Click here for local accuracies and other accuracy information.
 FJ1358
 FJ1358.The horizontal coordinates were established by GPS observations
 FJ1358.and adjusted by the National Geodetic Survey in June 2012.
 FJ1358
 FJ1358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1358.been affixed to the stable North American tectonic plate. See 
 FJ1358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1358
 FJ1358.The horizontal coordinates are valid at the epoch date displayed above
 FJ1358.which is a decimal equivalence of Year/Month/Day.
 FJ1358
 FJ1358.The orthometric height was determined by differential leveling and
 FJ1358.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1358.in August 1994.
 FJ1358
 FJ1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1358.GEOID18 height accuracy estimate available here.
 FJ1358
 FJ1358.Click photographs - Photos may exist for this station.
 FJ1358
 FJ1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1358
 FJ1358.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1358
 FJ1358.The ellipsoidal height was determined by GPS observations
 FJ1358.and is referenced to NAD 83.
 FJ1358
 FJ1358.The dynamic height is computed by dividing the NAVD 88
 FJ1358.geopotential number by the normal gravity value computed on the
 FJ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1358.degrees latitude (g = 980.6199 gals.).
 FJ1358
 FJ1358.The modeled gravity was interpolated from observed gravity values.
 FJ1358
 FJ1358. The following values were computed from the NAD 83(2011) position.
 FJ1358
 FJ1358;                    North         East     Units Scale Factor Converg.
 FJ1358;SPC OK S     -   204,805.094   639,456.971   MT  0.99998969   +0 14 45.2
 FJ1358;SPC OK S     -   671,931.38  2,097,951.75   sFT  0.99998969   +0 14 45.2
 FJ1358;UTM  14      - 3,893,821.279   630,498.950   MT  0.99980988   +0 49 32.9
 FJ1358
 FJ1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1358!SPC OK S     -   0.99994303  x   0.99998969  =   0.99993273
 FJ1358!UTM  14      -   0.99994303  x   0.99980988  =   0.99975293
 FJ1358
 FJ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3049893821(NAD 83)
 FJ1358
 FJ1358                          SUPERSEDED SURVEY CONTROL
 FJ1358
 FJ1358  NAD 83(2007)-  35 10 43.98052(N)    097 34 00.57054(W) AD(2002.00) 0
 FJ1358  ELLIP H (02/10/07)  362.962  (m)                       GP(2002.00)    
 FJ1358  ELLIP H (03/06/01)  362.964  (m)                       GP(       ) 4 1
 FJ1358  ELLIP H (08/21/98)  362.993  (m)                       GP(       ) 4 1
 FJ1358  ELLIP H (05/12/95)  363.090  (m)                       GP(       ) 1 1
 FJ1358  NAD 83(1993)-  35 10 43.98024(N)    097 34 00.57057(W) AD(       ) A
 FJ1358  ELLIP H (10/26/93)  362.993  (m)                       GP(       ) 3 1
 FJ1358  NAVD 88             389.41   (m)         1277.6    (f) LEVELING    3  
 FJ1358  NAVD 88 (10/26/93)  389.5    (m)  GEOID93  model used  GPS OBS        
 FJ1358
 FJ1358.Superseded values are not recommended for survey control.
 FJ1358
 FJ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1358.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1358
 FJ1358_MARKER: I = METAL ROD
 FJ1358_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1358_STAMPING: NLTS 1993
 FJ1358_MARK LOGO: NGS
 FJ1358_PROJECTION: FLUSH
 FJ1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1358+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 FJ1358_ROD/PIPE-DEPTH: 2.10 meters
 FJ1358
 FJ1358  HISTORY     - Date     Condition        Report By
 FJ1358  HISTORY     - 1993     MONUMENTED       NGS
 FJ1358  HISTORY     - 19940120 GOOD             NGS
 FJ1358  HISTORY     - 19950301 GOOD             NGS
 FJ1358  HISTORY     - 20021004 GOOD             OKDOT
 FJ1358  HISTORY     - 20041115 GOOD             WOOLPT
 FJ1358
 FJ1358                          STATION DESCRIPTION
 FJ1358
 FJ1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FJ1358'THE STATION IS LOCATED ABOUT 25 KM (0.00 MI) SOUTH OF OKLAHOMA CITY,
 FJ1358'12 KM (0.00 MI) SOUTHWEST OF NORMAN, 7 KM (0.00 MI) WEST OF
 FJ1358'INTERSTATE HIGHWAY 35, AT THE EOSAT SATELLITE COMMAND AND DATA
 FJ1358'AQUISITION FACILITY, IN A CLEAR GRASSY AREA ABOUT HALFWAY UP A SLOPE
 FJ1358'FACING EAST, NEAR MIDPOINT BETWEEN THE TWO ANTENNA SITES.
 FJ1358'OWNERSHIP--EARTH OBSERVATION SATELLITE COMPANY, ROUTE 1, BOX 138EO
 FJ1358'STATE HIGHWAY 9 AND MAY AVENUE, NORMAN, OK 73072.  CONTACT EOSAT
 FJ1358'MANAGER JOE KING FOR ACCESS THROUGH LOCKED GATES.  PHONE 405-387-2090
 FJ1358'OR 405-387-2092 DURING 8-5 BUSINESS HOURS.
 FJ1358'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 FJ1358'AND STATE HIGHWAY 9, GO WEST ON HIGHWAY 9 FOR 6.5 KM (0.00 MI) TO A
 FJ1358'PAVED CROSSROAD (MAY AVENUE).  CONTINUE WEST ON HIGHWAY 9 FOR 0.1 KM
 FJ1358'(0.00 MI) TO A PAVED ENTRANCE ROAD ON THE LEFT AND A SIGN EOSAT.
 FJ1358'TURN LEFT, SOUTH, UPHILL ON THE ENTRANCE ROAD FOR 0.14 KM (0.00 MI)
 FJ1358'TO A LOCKED GATE IN A SMALL PARKING LOT AND THE EOSAT OFFICE ON THE
 FJ1358'RIGHT.  PASS THROUGH GATE, SOUTHERLY, ON PAVEMENT AND GRAVEL FOR 0.14
 FJ1358'KM (0.00 MI) PASSING AN ANTENNA ON THE RIGHT TO A LOCKED GATE.  PASS
 FJ1358'THROUGH GATE, SOUTH, ON GRAVEL FOR 70 M (24.6 FT) TO THE STATION ON
 FJ1358'THE RIGHT.
 FJ1358'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FJ1358'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FJ1358'WITH A LOGO CAP SURROUNDED BY CONCRETE PROJECTING 2 CM.  IT IS 72.15
 FJ1358'M (0.00 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A CHAINLINK
 FJ1358'FENCE AROUND THE NORTH ONE OF TWO ANTENNAS, 55.35 M (0.00 FT)
 FJ1358'NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF A CHAINLINK FENCE AROUND
 FJ1358'THE SOUTH ONE OF TWO ANTENNAS, 55.6 M (18.5 FT) NORTHWEST FROM THE
 FJ1358'WEST GATE POST AT ENTRANCE TO THE SOUTH ANTENNA SIGHT, 30.0 M
 FJ1358'(8.7 FT) WEST FROM THE CENTER OF, AND ABOUT 1.5 M (4.1 FT) HIGHER
 FJ1358'THAN THE GRAVEL ROAD BETWEEN THE TWO SIGHTS, 18.80 M (0.00 FT)
 FJ1358'SOUTHWEST FROM THE NORTHWEST CORNER OF A 1.2 X 1.5 METER (4.1 FT)
 FJ1358'CONCRETE DRAIN WITH STEEL COVER, 2.95 M (0.00 FT) WEST FROM THE WEST
 FJ1358'EDGE OF A SIDEWALK BETWEEN THE TWO SIGHTS, 0.6 M (0.0 FT)
 FJ1358'SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST, AND 0.8 M (75.4 FT)
 FJ1358'NORTH-NORTHWEST FROM A FIBERGLASS WITNESS POST.
 FJ1358
 FJ1358                          STATION RECOVERY (1994)
 FJ1358
 FJ1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ1358'2.2 KM (1.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 35 FROM THE
 FJ1358'JUNCTION OF STATE HIGHWAY 9 EAST IN NORMAN (EXIT 108 A), THENCE 6.6
 FJ1358'KM (4.10 MI) WESTERLY ALONG STATE HIGHWAY 9 (EXIT 106), THENCE 0.2 KM
 FJ1358'(0.10 MI) SOUTHERLY ALONG THE EARTH OBSERVATION SATELLITE COMPANY
 FJ1358'ENTRANCE ROAD, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG A GRAVELED
 FJ1358'ROAD, 72.2 M (236.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FJ1358'CHAIN-LINK FENCE ENCLOSING THE NORTH ANTENNA, 55.4 M (181.8 FT)
 FJ1358'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 FJ1358'ENCLOSING THE SOUTH ANTENNA, 29.8 M (97.8 FT) WEST OF THE ROAD
 FJ1358'CENTER, 18.8 M (61.7 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A STORM
 FJ1358'DRAIN, 14.2 M (46.6 FT) NORTH OF A RADIO ANTENNA, 3.0 M (9.8 FT) WEST
 FJ1358'OF THE WEST EDGE OF A SIDEWALK, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 FJ1358'ROAD, 0.9 M (3.0 FT) NORTH OF A WITNESS POST, AND 0.7 M (2.3 FT)
 FJ1358'SOUTH OF A WITNESS POST.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 FJ1358'THE EARTH OBSERVATION SATELLITE COMPANY, ROUTE 1, BOX 138EO, STATE
 FJ1358'HIGHWAY 9 AND MAY AVENUE, NORMAN, OK 73072, CONTACT--JOE
 FJ1358'KING--MANAGER, TELEPHONE NUMBER (405) 387-2090 OR 2092.  ACCESS TO
 FJ1358'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 FJ1358'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 FJ1358
 FJ1358                          STATION RECOVERY (1995)
 FJ1358
 FJ1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAS)
 FJ1358'RECOVERED AS DESCRIBED.
 FJ1358
 FJ1358                          STATION RECOVERY (2002)
 FJ1358
 FJ1358'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (RET)
 FJ1358'RECOVERED IN GOOD CONDITION
 FJ1358
 FJ1358                          STATION RECOVERY (2004)
 FJ1358
 FJ1358'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 FJ1358'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0965 ***********************************************************************
 FJ0965  DESIGNATION -  NORMAN MAX WESTHEIMER FLAGPOLE
 FJ0965  PID         -  FJ0965
 FJ0965  STATE/COUNTY-  OK/CLEVELAND
 FJ0965  COUNTRY     -  US
 FJ0965  USGS QUAD   -  NORMAN (2018)
 FJ0965
 FJ0965                         *CURRENT SURVEY CONTROL
 FJ0965  ______________________________________________________________________
 FJ0965* NAD 83(1993) POSITION- 35 14 26.90727(N) 097 28 05.72070(W)   ADJUSTED
 FJ0965  ______________________________________________________________________
 FJ0965  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 FJ0965  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 FJ0965  HORZ ORDER      -  THIRD
 FJ0965
 FJ0965.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 FJ0965
 FJ0965.The horizontal coordinates were established by classical geodetic methods
 FJ0965.and adjusted by the National Geodetic Survey in November 1994.
 FJ0965
 FJ0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0965.GEOID18 height accuracy estimate available here.
 FJ0965
 FJ0965.Click photographs - Photos may exist for this station.
 FJ0965
 FJ0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0965
 FJ0965. The following values were computed from the NAD 83(1993) position.
 FJ0965
 FJ0965;                    North         East     Units Scale Factor Converg.
 FJ0965;SPC OK S     -   211,718.025   648,399.168   MT  1.00000149   +0 18 06.6
 FJ0965;SPC OK S     -   694,611.55  2,127,289.60   sFT  1.00000149   +0 18 06.6
 FJ0965;UTM  14      - 3,900,823.337   639,369.068   MT  0.99983938   +0 53 02.3
 FJ0965
 FJ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3936900823(NAD 83)
 FJ0965
 FJ0965                          SUPERSEDED SURVEY CONTROL
 FJ0965
 FJ0965  NAD 83(1986)-  35 14 26.91412(N)    097 28 05.70470(W) AD(       ) 3
 FJ0965  NAD 27      -  35 14 26.67714(N)    097 28 04.58185(W) AD(       ) 3
 FJ0965
 FJ0965.Superseded values are not recommended for survey control.
 FJ0965
 FJ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0965.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0965
 FJ0965_MARKER: 62 = FLAGPOLE
 FJ0965
 FJ0965  HISTORY     - Date     Condition        Report By
 FJ0965  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0965
 FJ0965                          STATION DESCRIPTION
 FJ0965
 FJ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0965'THE STATION IS ON THE SOUTH CORNER OF THE CONTROL TOWER
 FJ0965'(ADJACENT TO THE ADMINISTRATION BUILDING) AND NEAR THE NORTHEAST
 FJ0965'SIDE OF THE TAXI APRON.  IT IS A SLIM, WOODEN POLE, WHITE
 FJ0965'IN COLOR AND 60 FEET IN HEIGHT.  THE POINT OBSERVED AND
 FJ0965'MEASURED TO WAS THE BASE OF THE FLAGPOLE.  A TRAVERSE CONNECTION
 FJ0965'WAS MADE FROM TRIANGULATION STATION MAX.  THE DISTANCE =
 FJ0965'20.507 METERS.  (67.28 FEET)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0960 ***********************************************************************
 FJ0960  DESIGNATION -  NORMAN NORTH MUNICIPAL TANK
 FJ0960  PID         -  FJ0960
 FJ0960  STATE/COUNTY-  OK/CLEVELAND
 FJ0960  COUNTRY     -  US
 FJ0960  USGS QUAD   -  NORMAN (2018)
 FJ0960
 FJ0960                         *CURRENT SURVEY CONTROL
 FJ0960  ______________________________________________________________________
 FJ0960* NAD 83(1993) POSITION- 35 14 02.72524(N) 097 27 09.58130(W)   ADJUSTED
 FJ0960  ______________________________________________________________________
 FJ0960  GEOID HEIGHT    -        -26.571 (meters)                     GEOID18
 FJ0960  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 FJ0960  HORZ ORDER      -  THIRD
 FJ0960
 FJ0960.The horizontal coordinates were established by classical geodetic methods
 FJ0960.and adjusted by the National Geodetic Survey in November 1994.
 FJ0960
 FJ0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0960.GEOID18 height accuracy estimate available here.
 FJ0960
 FJ0960.Click photographs - Photos may exist for this station.
 FJ0960
 FJ0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0960
 FJ0960. The following values were computed from the NAD 83(1993) position.
 FJ0960
 FJ0960;                    North         East     Units Scale Factor Converg.
 FJ0960;SPC OK S     -   210,980.380   649,822.580   MT  1.00000015   +0 18 38.4
 FJ0960;SPC OK S     -   692,191.46  2,131,959.58   sFT  1.00000015   +0 18 38.4
 FJ0960;UTM  14      - 3,900,100.307   640,799.674   MT  0.99984432   +0 53 34.2
 FJ0960
 FJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4079900100(NAD 83)
 FJ0960
 FJ0960                          SUPERSEDED SURVEY CONTROL
 FJ0960
 FJ0960  NAD 83(1986)-  35 14 02.73219(N)    097 27 09.56510(W) AD(       ) 3
 FJ0960  NAD 27      -  35 14 02.49640(N)    097 27 08.44754(W) AD(       ) 3
 FJ0960
 FJ0960.Superseded values are not recommended for survey control.
 FJ0960
 FJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0960.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0960
 FJ0960_MARKER: 53 = ELEVATED TANK
 FJ0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0960+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 FJ0960
 FJ0960  HISTORY     - Date     Condition        Report By
 FJ0960  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0960  HISTORY     - 20030709 GOOD             USPSQD
 FJ0960  HISTORY     - 20040709 GOOD             USPSQD
 FJ0960  HISTORY     - 20050528 GOOD             USPSQD
 FJ0960
 FJ0960                          STATION DESCRIPTION
 FJ0960
 FJ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0960'THE STATION IS LOCATED IN THE NORTH EDGE OF NORMAN.  IT
 FJ0960'IS AN ELEVATED TANK, EIGHT-LEGGED, SILVER AND ORANGE IN COLOR
 FJ0960'AND 100 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX
 FJ0960'OF THE TANK.
 FJ0960
 FJ0960                          STATION RECOVERY (2003)
 FJ0960
 FJ0960'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FJ0960'RECOVERED IN GOOD CONDITION.
 FJ0960
 FJ0960                          STATION RECOVERY (2004)
 FJ0960
 FJ0960'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FJ0960'RECOVERED AS DESCRIBED. THE TANK IS LOCATED AT THE CORNER OF E.
 FJ0960'ROBINSON ST. AND US77.
 FJ0960
 FJ0960                          STATION RECOVERY (2005)
 FJ0960
 FJ0960'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0960'RECOVERED AS DESCRIBED.   BUT NOW PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0950 ***********************************************************************
 FJ0950  DESIGNATION -  NORMAN RAD STA KNOR MAST
 FJ0950  PID         -  FJ0950
 FJ0950  STATE/COUNTY-  OK/CLEVELAND
 FJ0950  COUNTRY     -  US
 FJ0950  USGS QUAD   -  NORMAN (2018)
 FJ0950
 FJ0950                         *CURRENT SURVEY CONTROL
 FJ0950  ______________________________________________________________________
 FJ0950* NAD 83(1993) POSITION- 35 13 03.72783(N) 097 24 36.05713(W)   ADJUSTED
 FJ0950  ______________________________________________________________________
 FJ0950  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 FJ0950  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 FJ0950  HORZ ORDER      -  THIRD
 FJ0950
 FJ0950.The horizontal coordinates were established by classical geodetic methods
 FJ0950.and adjusted by the National Geodetic Survey in November 1994.
 FJ0950
 FJ0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0950.GEOID18 height accuracy estimate available here.
 FJ0950
 FJ0950.Click photographs - Photos may exist for this station.
 FJ0950
 FJ0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0950
 FJ0950. The following values were computed from the NAD 83(1993) position.
 FJ0950
 FJ0950;                    North         East     Units Scale Factor Converg.
 FJ0950;SPC OK S     -   209,184.102   653,715.066   MT  0.99999695   +0 20 05.6
 FJ0950;SPC OK S     -   686,298.17  2,144,730.18   sFT  0.99999695   +0 20 05.6
 FJ0950;UTM  14      - 3,898,343.931   644,709.634   MT  0.99985808   +0 55 01.5
 FJ0950
 FJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4470998343(NAD 83)
 FJ0950
 FJ0950                          SUPERSEDED SURVEY CONTROL
 FJ0950
 FJ0950  NAD 83(1986)-  35 13 03.73442(N)    097 24 36.04041(W) AD(       ) 3
 FJ0950  NAD 27      -  35 13 03.49328(N)    097 24 34.92350(W) AD(       ) 3
 FJ0950
 FJ0950.Superseded values are not recommended for survey control.
 FJ0950
 FJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0950.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0950
 FJ0950_MARKER: 42 = RADIO/TV MAST
 FJ0950
 FJ0950  HISTORY     - Date     Condition        Report By
 FJ0950  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0950
 FJ0950                          STATION DESCRIPTION
 FJ0950
 FJ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0950'THE STATION IS 1.45 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY
 FJ0950'77 AND STATE HIGHWAY 9 IN NORMAN AND ABOUT 500 FEET SOUTH
 FJ0950'OF HIGHWAY 9.  IT IS A VERTICAL SKELETON STEEL STRUCTURE
 FJ0950'PAINTED RED AND WHITE AND 185 FEET IN HEIGHT.  THE POINT
 FJ0950'INTERSECTED WAS THE RED PULSATING LIGHT AT THE TOP OF THE
 FJ0950'MAST.
 FJ0950'
 FJ0950'THE MAST BELONGS TO CLEVELAND COUNTY BROADCASTING COMPANY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0952 ***********************************************************************
 FJ0952  DESIGNATION -  NORMAN REA RAD MAST
 FJ0952  PID         -  FJ0952
 FJ0952  STATE/COUNTY-  OK/CLEVELAND
 FJ0952  COUNTRY     -  US
 FJ0952  USGS QUAD   -  NORMAN (2018)
 FJ0952
 FJ0952                         *CURRENT SURVEY CONTROL
 FJ0952  ______________________________________________________________________
 FJ0952* NAD 83(1993) POSITION- 35 13 20.06446(N) 097 26 37.55717(W)   ADJUSTED
 FJ0952  ______________________________________________________________________
 FJ0952  GEOID HEIGHT    -        -26.546 (meters)                     GEOID18
 FJ0952  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 FJ0952  HORZ ORDER      -  THIRD
 FJ0952
 FJ0952.The horizontal coordinates were established by classical geodetic methods
 FJ0952.and adjusted by the National Geodetic Survey in November 1994.
 FJ0952
 FJ0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0952.GEOID18 height accuracy estimate available here.
 FJ0952
 FJ0952.Click photographs - Photos may exist for this station.
 FJ0952
 FJ0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0952
 FJ0952. The following values were computed from the NAD 83(1993) position.
 FJ0952
 FJ0952;                    North         East     Units Scale Factor Converg.
 FJ0952;SPC OK S     -   209,670.108   650,639.556   MT  0.99999783   +0 18 56.6
 FJ0952;SPC OK S     -   687,892.68  2,134,639.94   sFT  0.99999783   +0 18 56.6
 FJ0952;UTM  14      - 3,898,798.601   641,629.791   MT  0.99984721   +0 53 51.7
 FJ0952
 FJ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4162998798(NAD 83)
 FJ0952
 FJ0952                          SUPERSEDED SURVEY CONTROL
 FJ0952
 FJ0952  NAD 83(1986)-  35 13 20.07114(N)    097 26 37.54076(W) AD(       ) 3
 FJ0952  NAD 27      -  35 13 19.83144(N)    097 26 36.42086(W) AD(       ) 3
 FJ0952
 FJ0952.Superseded values are not recommended for survey control.
 FJ0952
 FJ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0952.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0952
 FJ0952_MARKER: 42 = RADIO/TV MAST
 FJ0952
 FJ0952  HISTORY     - Date     Condition        Report By
 FJ0952  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0952
 FJ0952                          STATION DESCRIPTION
 FJ0952
 FJ0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0952'THE STATION IS LOCATED AT 101 EAST GRAY STREET IN NORMAN,
 FJ0952'OKLAHOMA.  THE MAST IS THE PROPERTY OF OKLAHOMA ELECTRIC
 FJ0952'COOPERATIVE.  IT IS A VERTICAL SKELETON STEEL STRUCTURE
 FJ0952'150 FEET IN HEIGHT, PAINTED ALTERNATELY RED AND WHITE.  THE
 FJ0952'POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0955 ***********************************************************************
 FJ0955  DESIGNATION -  NORMAN SOUTH MUNICIPAL TANK
 FJ0955  PID         -  FJ0955
 FJ0955  STATE/COUNTY-  OK/CLEVELAND
 FJ0955  COUNTRY     -  US
 FJ0955  USGS QUAD   -  NORMAN (2018)
 FJ0955
 FJ0955                         *CURRENT SURVEY CONTROL
 FJ0955  ______________________________________________________________________
 FJ0955* NAD 83(1993) POSITION- 35 12 13.27666(N) 097 25 59.92400(W)   ADJUSTED
 FJ0955  ______________________________________________________________________
 FJ0955  GEOID HEIGHT    -        -26.507 (meters)                     GEOID18
 FJ0955  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 FJ0955  HORZ ORDER      -  THIRD
 FJ0955
 FJ0955.The horizontal coordinates were established by classical geodetic methods
 FJ0955.and adjusted by the National Geodetic Survey in November 1994.
 FJ0955
 FJ0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0955.GEOID18 height accuracy estimate available here.
 FJ0955
 FJ0955.Click photographs - Photos may exist for this station.
 FJ0955
 FJ0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0955
 FJ0955. The following values were computed from the NAD 83(1993) position.
 FJ0955
 FJ0955;                    North         East     Units Scale Factor Converg.
 FJ0955;SPC OK S     -   207,617.182   651,602.802   MT  0.99999428   +0 19 18.0
 FJ0955;SPC OK S     -   681,157.37  2,137,800.19   sFT  0.99999428   +0 19 18.0
 FJ0955;UTM  14      - 3,896,755.863   642,613.689   MT  0.99985066   +0 54 12.0
 FJ0955
 FJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4261396755(NAD 83)
 FJ0955
 FJ0955                          SUPERSEDED SURVEY CONTROL
 FJ0955
 FJ0955  NAD 83(1986)-  35 12 13.28328(N)    097 25 59.90747(W) AD(       ) 3
 FJ0955  NAD 27      -  35 12 13.05061(N)    097 25 58.79358(W) AD(       ) 3
 FJ0955
 FJ0955.Superseded values are not recommended for survey control.
 FJ0955
 FJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0955.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0955
 FJ0955_MARKER: 53 = ELEVATED TANK
 FJ0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0955+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 FJ0955
 FJ0955  HISTORY     - Date     Condition        Report By
 FJ0955  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0955  HISTORY     - 1983     GOOD             NGS
 FJ0955  HISTORY     - 20030707 GOOD             USPSQD
 FJ0955  HISTORY     - 20050528 GOOD             USPSQD
 FJ0955
 FJ0955                          STATION DESCRIPTION
 FJ0955
 FJ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0955'STATION IS ABOUT 1-1/4 MILES SOUTHEAST OF THE CENTER OF
 FJ0955'NORMAN, 0.05 MILE WEST OF A CROSSROADS FORMED BY U.S. HIGHWAY
 FJ0955'77 AND LINDSAY ROAD, ACROSS LINDSAY ROAD FROM THE EXTREME
 FJ0955'SOUTHEAST CORNER OF THE UNIVERSITY OF OKLAHOMA SOUTH CAMPUS.
 FJ0955'IT IS IN SECTION 32, T 9 N, R 2 W.
 FJ0955'
 FJ0955'THE STATION IS THE FINIAL AT THE APEX OF THE NORMAN SOUTH
 FJ0955'MUNICIPAL WATER TANK.
 FJ0955'
 FJ0955'THE TANK IS SUPPORTED BY AN 8 LEGGED STEEL STRUCTURE, OVERALL
 FJ0955'HEIGHT ABOUT 90 FEET.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.
 FJ0955'
 FJ0955'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FJ0955'UNIVERSITY, THE DISTANCE BEING, 31.705 M., (104.02 FT.),
 FJ0955'SOUTH-SOUTHEAST OF STATION UNIVERSITY.
 FJ0955
 FJ0955                          STATION RECOVERY (1983)
 FJ0955
 FJ0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 FJ0955'RECOVERED AS DESCRIBED EXCEPT THE TANK IS BLUE IN COLOR.
 FJ0955'
 FJ0955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES
 FJ0955'SOUTHEAST OF NORMAN.
 FJ0955
 FJ0955                          STATION RECOVERY (2003)
 FJ0955
 FJ0955'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FJ0955'RECOVERED IN GOOD CONDITION.
 FJ0955
 FJ0955                          STATION RECOVERY (2005)
 FJ0955
 FJ0955'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0955'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0943 ***********************************************************************
 FJ0943  DESIGNATION -  NORMAN ST JOSEPH CATH CH
 FJ0943  PID         -  FJ0943
 FJ0943  STATE/COUNTY-  OK/CLEVELAND
 FJ0943  COUNTRY     -  US
 FJ0943  USGS QUAD   -  NORMAN (2018)
 FJ0943
 FJ0943                         *CURRENT SURVEY CONTROL
 FJ0943  ______________________________________________________________________
 FJ0943* NAD 83(1993) POSITION- 35 13 28.10883(N) 097 26 23.60297(W)   ADJUSTED
 FJ0943  ______________________________________________________________________
 FJ0943  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 FJ0943  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 FJ0943  HORZ ORDER      -  THIRD
 FJ0943
 FJ0943.The horizontal coordinates were established by classical geodetic methods
 FJ0943.and adjusted by the National Geodetic Survey in November 1994.
 FJ0943
 FJ0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0943.GEOID18 height accuracy estimate available here.
 FJ0943
 FJ0943.Click photographs - Photos may exist for this station.
 FJ0943
 FJ0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0943
 FJ0943. The following values were computed from the NAD 83(1993) position.
 FJ0943
 FJ0943;                    North         East     Units Scale Factor Converg.
 FJ0943;SPC OK S     -   209,919.966   650,991.063   MT  0.99999826   +0 19 04.5
 FJ0943;SPC OK S     -   688,712.42  2,135,793.18   sFT  0.99999826   +0 19 04.5
 FJ0943;UTM  14      - 3,899,051.979   641,978.690   MT  0.99984843   +0 53 60.0
 FJ0943
 FJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4197899051(NAD 83)
 FJ0943
 FJ0943                          SUPERSEDED SURVEY CONTROL
 FJ0943
 FJ0943  NAD 83(1986)-  35 13 28.11555(N)    097 26 23.58651(W) AD(       ) 3
 FJ0943  NAD 27      -  35 13 27.87507(N)    097 26 22.46546(W) AD(       ) 3
 FJ0943
 FJ0943.Superseded values are not recommended for survey control.
 FJ0943
 FJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0943.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0943
 FJ0943_MARKER: 90 = CHURCH SPIRE
 FJ0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0943+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 FJ0943
 FJ0943  HISTORY     - Date     Condition        Report By
 FJ0943  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0943  HISTORY     - 20050528 GOOD             USPSQD
 FJ0943
 FJ0943                          STATION DESCRIPTION
 FJ0943
 FJ0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0943'THE STATION IS LOCATED AT THE CORNER OF NORTH PORTER AND
 FJ0943'EAST TONHAWA IN NORMAN.  IT IS SILVER IN COLOR, 65 FEET IN
 FJ0943'HEIGHT AND ERECTED ON THE RED BRICK CHURCH.  THE POINT INTERSECTED
 FJ0943'WAS THE APEX OF THE SPIRE.
 FJ0943
 FJ0943                          STATION RECOVERY (2005)
 FJ0943
 FJ0943'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0943'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0962 ***********************************************************************
 FJ0962  DESIGNATION -  NORMAN STATE HOSP TANK
 FJ0962  PID         -  FJ0962
 FJ0962  STATE/COUNTY-  OK/CLEVELAND
 FJ0962  COUNTRY     -  US
 FJ0962  USGS QUAD   -  NORMAN (2018)
 FJ0962
 FJ0962                         *CURRENT SURVEY CONTROL
 FJ0962  ______________________________________________________________________
 FJ0962* NAD 83(1993) POSITION- 35 13 33.57124(N) 097 25 41.47244(W)   ADJUSTED
 FJ0962  ______________________________________________________________________
 FJ0962  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 FJ0962  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 FJ0962  HORZ ORDER      -  THIRD
 FJ0962
 FJ0962.The horizontal coordinates were established by classical geodetic methods
 FJ0962.and adjusted by the National Geodetic Survey in November 1994.
 FJ0962
 FJ0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0962.GEOID18 height accuracy estimate available here.
 FJ0962
 FJ0962.Click photographs - Photos may exist for this station.
 FJ0962
 FJ0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0962
 FJ0962. The following values were computed from the NAD 83(1993) position.
 FJ0962
 FJ0962;                    North         East     Units Scale Factor Converg.
 FJ0962;SPC OK S     -   210,094.277   652,055.503   MT  0.99999856   +0 19 28.5
 FJ0962;SPC OK S     -   689,284.31  2,139,285.43   sFT  0.99999856   +0 19 28.5
 FJ0962;UTM  14      - 3,899,237.069   643,041.147   MT  0.99985216   +0 54 24.4
 FJ0962
 FJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4304199237(NAD 83)
 FJ0962
 FJ0962                          SUPERSEDED SURVEY CONTROL
 FJ0962
 FJ0962  NAD 83(1986)-  35 13 33.57796(N)    097 25 41.45586(W) AD(       ) 3
 FJ0962  NAD 27      -  35 13 33.33662(N)    097 25 40.33501(W) AD(       ) 3
 FJ0962
 FJ0962.Superseded values are not recommended for survey control.
 FJ0962
 FJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0962.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0962
 FJ0962_MARKER: 53 = ELEVATED TANK
 FJ0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0962+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 FJ0962
 FJ0962  HISTORY     - Date     Condition        Report By
 FJ0962  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0962  HISTORY     - 20050528 GOOD             USPSQD
 FJ0962
 FJ0962                          STATION DESCRIPTION
 FJ0962
 FJ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0962'THE STATION IS ON LAND OF CENTRAL OKLAHOMA STATE HOSPITAL
 FJ0962'IN THE EAST EDGE OF NORMAN.  IT IS AN ELEVATED TANK, SILVER
 FJ0962'IN COLOR, FOUR-LEGGED, AND 75 FEET IN HEIGHT.  THE POINT
 FJ0962'INTERSECTED WAS THE APEX OF THE TANK.
 FJ0962
 FJ0962                          STATION RECOVERY (2005)
 FJ0962
 FJ0962'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0962'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0963 ***********************************************************************
 FJ0963  DESIGNATION -  NORMAN STATE HOSPITAL STACK
 FJ0963  PID         -  FJ0963
 FJ0963  STATE/COUNTY-  OK/CLEVELAND
 FJ0963  COUNTRY     -  US
 FJ0963  USGS QUAD   -  NORMAN (2018)
 FJ0963
 FJ0963                         *CURRENT SURVEY CONTROL
 FJ0963  ______________________________________________________________________
 FJ0963* NAD 83(1993) POSITION- 35 13 35.40223(N) 097 25 39.53986(W)   ADJUSTED
 FJ0963  ______________________________________________________________________
 FJ0963  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 FJ0963  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FJ0963  HORZ ORDER      -  THIRD
 FJ0963
 FJ0963.The horizontal coordinates were established by classical geodetic methods
 FJ0963.and adjusted by the National Geodetic Survey in November 1994.
 FJ0963
 FJ0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0963.GEOID18 height accuracy estimate available here.
 FJ0963
 FJ0963.Click photographs - Photos may exist for this station.
 FJ0963
 FJ0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0963
 FJ0963. The following values were computed from the NAD 83(1993) position.
 FJ0963
 FJ0963;                    North         East     Units Scale Factor Converg.
 FJ0963;SPC OK S     -   210,150.980   652,104.053   MT  0.99999866   +0 19 29.6
 FJ0963;SPC OK S     -   689,470.34  2,139,444.71   sFT  0.99999866   +0 19 29.6
 FJ0963;UTM  14      - 3,899,294.254   643,089.111   MT  0.99985233   +0 54 25.6
 FJ0963
 FJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4308999294(NAD 83)
 FJ0963
 FJ0963                          SUPERSEDED SURVEY CONTROL
 FJ0963
 FJ0963  NAD 83(1986)-  35 13 35.40897(N)    097 25 39.52327(W) AD(       ) 3
 FJ0963  NAD 27      -  35 13 35.16878(N)    097 25 38.40404(W) AD(       ) 3
 FJ0963
 FJ0963.Superseded values are not recommended for survey control.
 FJ0963
 FJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0963.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0963
 FJ0963_MARKER: 63 = STACK
 FJ0963
 FJ0963  HISTORY     - Date     Condition        Report By
 FJ0963  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0963  HISTORY     - 1983     GOOD             NGS
 FJ0963
 FJ0963                          STATION DESCRIPTION
 FJ0963
 FJ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0963'THE STATION IS ON LAND OF CENTRAL OKLAHOMA STATE HOSPITAL
 FJ0963'IN THE EAST EDGE OF NORMAN.  IT IS A WHITE CONCRETE VERTICAL
 FJ0963'STRUCTURE 125 FEET HIGH.  THE POINT INTERSECTED WAS THE
 FJ0963'TOP-CENTER OF THE MAST.
 FJ0963
 FJ0963                          STATION RECOVERY (1983)
 FJ0963
 FJ0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 FJ0963'RECOVERED AS DESCRIBED.
 FJ0963'
 FJ0963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORMAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0951 ***********************************************************************
 FJ0951  DESIGNATION -  NORMAN UNIV OF OKLA TOWER
 FJ0951  PID         -  FJ0951
 FJ0951  STATE/COUNTY-  OK/CLEVELAND
 FJ0951  COUNTRY     -  US
 FJ0951  USGS QUAD   -  NORMAN (2018)
 FJ0951
 FJ0951                         *CURRENT SURVEY CONTROL
 FJ0951  ______________________________________________________________________
 FJ0951* NAD 83(1993) POSITION- 35 12 33.67396(N) 097 26 38.93490(W)   ADJUSTED
 FJ0951  ______________________________________________________________________
 FJ0951  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 FJ0951  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 FJ0951  HORZ ORDER      -  THIRD
 FJ0951
 FJ0951.The horizontal coordinates were established by classical geodetic methods
 FJ0951.and adjusted by the National Geodetic Survey in November 1994.
 FJ0951
 FJ0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0951.GEOID18 height accuracy estimate available here.
 FJ0951
 FJ0951.Click photographs - Photos may exist for this station.
 FJ0951
 FJ0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0951
 FJ0951. The following values were computed from the NAD 83(1993) position.
 FJ0951
 FJ0951;                    North         East     Units Scale Factor Converg.
 FJ0951;SPC OK S     -   208,240.284   650,612.587   MT  0.99999535   +0 18 55.8
 FJ0951;SPC OK S     -   683,201.67  2,134,551.46   sFT  0.99999535   +0 18 55.8
 FJ0951;UTM  14      - 3,897,368.791   641,617.346   MT  0.99984717   +0 53 49.9
 FJ0951
 FJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4161797368(NAD 83)
 FJ0951
 FJ0951                          SUPERSEDED SURVEY CONTROL
 FJ0951
 FJ0951  NAD 83(1986)-  35 12 33.68066(N)    097 26 38.91878(W) AD(       ) 3
 FJ0951  NAD 27      -  35 12 33.43970(N)    097 26 37.79993(W) AD(       ) 3
 FJ0951
 FJ0951.Superseded values are not recommended for survey control.
 FJ0951
 FJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0951.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0951
 FJ0951_MARKER: 55 = TOWER
 FJ0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0951+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 FJ0951
 FJ0951  HISTORY     - Date     Condition        Report By
 FJ0951  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0951  HISTORY     - 20050528 GOOD             USPSQD
 FJ0951
 FJ0951                          STATION DESCRIPTION
 FJ0951
 FJ0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0951'THE STATION IS ON THE STUDENT UNION BUILDING, UNIVERSITY
 FJ0951'OF OKLAHOMA SOUTH CAMPUS, NEAR THE CENTER OF NORMAN.  IT
 FJ0951'IS A CLOCK TOWER BUILT OF RED BRICK ABOUT 65 FEET IN HEIGHT.
 FJ0951'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE TOWER.
 FJ0951
 FJ0951                          STATION RECOVERY (2005)
 FJ0951
 FJ0951'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0951'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0954 ***********************************************************************
 FJ0954  DESIGNATION -  NORMAN UNIV OF OKLA N TANK
 FJ0954  PID         -  FJ0954
 FJ0954  STATE/COUNTY-  OK/CLEVELAND
 FJ0954  COUNTRY     -  US
 FJ0954  USGS QUAD   -  NORMAN (2018)
 FJ0954
 FJ0954                         *CURRENT SURVEY CONTROL
 FJ0954  ______________________________________________________________________
 FJ0954* NAD 83(1993) POSITION- 35 14 28.33506(N) 097 27 27.12316(W)   ADJUSTED
 FJ0954  ______________________________________________________________________
 FJ0954  GEOID HEIGHT    -        -26.586 (meters)                     GEOID18
 FJ0954  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 FJ0954  HORZ ORDER      -  THIRD
 FJ0954
 FJ0954.The horizontal coordinates were established by classical geodetic methods
 FJ0954.and adjusted by the National Geodetic Survey in November 1994.
 FJ0954
 FJ0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0954.GEOID18 height accuracy estimate available here.
 FJ0954
 FJ0954.Click photographs - Photos may exist for this station.
 FJ0954
 FJ0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0954
 FJ0954. The following values were computed from the NAD 83(1993) position.
 FJ0954
 FJ0954;                    North         East     Units Scale Factor Converg.
 FJ0954;SPC OK S     -   211,767.219   649,374.792   MT  1.00000157   +0 18 28.5
 FJ0954;SPC OK S     -   694,772.95  2,130,490.46   sFT  1.00000157   +0 18 28.5
 FJ0954;UTM  14      - 3,900,882.432   640,343.986   MT  0.99984274   +0 53 24.6
 FJ0954
 FJ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4034300882(NAD 83)
 FJ0954
 FJ0954                          SUPERSEDED SURVEY CONTROL
 FJ0954
 FJ0954  NAD 83(1986)-  35 14 28.34209(N)    097 27 27.10683(W) AD(       ) 3
 FJ0954  NAD 27      -  35 14 28.10478(N)    097 27 25.98527(W) AD(       ) 3
 FJ0954
 FJ0954.Superseded values are not recommended for survey control.
 FJ0954
 FJ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0954.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0954
 FJ0954_MARKER: 53 = ELEVATED TANK
 FJ0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0954+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ0954
 FJ0954  HISTORY     - Date     Condition        Report By
 FJ0954  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0954  HISTORY     - 1983     GOOD             NGS
 FJ0954  HISTORY     - 20040709 GOOD             USPSQD
 FJ0954  HISTORY     - 20050528 GOOD             USPSQD
 FJ0954  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0954
 FJ0954                          STATION DESCRIPTION
 FJ0954
 FJ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0954'THE STATION IS IN THE NORTH CAMPUS OF THE UNIVERSITY OF
 FJ0954'OKLAHOMA IN THE NORTH EDGE OF NORMAN.  IT IS AN ELEVATED
 FJ0954'TANK, EIGHT-LEGGED, SILVER IN COLOR AND 100 FEET HIGH.  THE
 FJ0954'POINT INTERSECTED WAS THE APEX OF THE TANK.
 FJ0954
 FJ0954                          STATION RECOVERY (1983)
 FJ0954
 FJ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 FJ0954'RECOVERED AS DESCRIBED.
 FJ0954'
 FJ0954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH
 FJ0954'OF NORMAN.
 FJ0954
 FJ0954                          STATION RECOVERY (2004)
 FJ0954
 FJ0954'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FJ0954'RECOVERED AS DESCRIBED. THE TANK IS LOCATED AT THE CORNER OF LEXINGTON
 FJ0954'ST. AND US77.
 FJ0954
 FJ0954                          STATION RECOVERY (2005)
 FJ0954
 FJ0954'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0954'RECOVERED AS DESCRIBED.
 FJ0954
 FJ0954                          STATION RECOVERY (2009)
 FJ0954
 FJ0954'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0959 ***********************************************************************
 FJ0959  DESIGNATION -  NORMAN UNIV OF OKLA S TANK
 FJ0959  PID         -  FJ0959
 FJ0959  STATE/COUNTY-  OK/CLEVELAND
 FJ0959  COUNTRY     -  US
 FJ0959  USGS QUAD   -  NORMAN (2018)
 FJ0959
 FJ0959                         *CURRENT SURVEY CONTROL
 FJ0959  ______________________________________________________________________
 FJ0959* NAD 83(1993) POSITION- 35 12 33.21958(N) 097 26 32.86377(W)   ADJUSTED
 FJ0959  ______________________________________________________________________
 FJ0959  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 FJ0959  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 FJ0959  HORZ ORDER      -  THIRD
 FJ0959
 FJ0959.The horizontal coordinates were established by classical geodetic methods
 FJ0959.and adjusted by the National Geodetic Survey in November 1994.
 FJ0959
 FJ0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0959.GEOID18 height accuracy estimate available here.
 FJ0959
 FJ0959.Click photographs - Photos may exist for this station.
 FJ0959
 FJ0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0959
 FJ0959. The following values were computed from the NAD 83(1993) position.
 FJ0959
 FJ0959;                    North         East     Units Scale Factor Converg.
 FJ0959;SPC OK S     -   208,227.128   650,766.219   MT  0.99999532   +0 18 59.3
 FJ0959;SPC OK S     -   683,158.50  2,135,055.50   sFT  0.99999532   +0 18 59.3
 FJ0959;UTM  14      - 3,897,357.197   641,771.080   MT  0.99984770   +0 53 53.4
 FJ0959
 FJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4177197357(NAD 83)
 FJ0959
 FJ0959                          SUPERSEDED SURVEY CONTROL
 FJ0959
 FJ0959  NAD 83(1986)-  35 12 33.22625(N)    097 26 32.84757(W) AD(       ) 3
 FJ0959  NAD 27      -  35 12 32.98515(N)    097 26 31.72820(W) AD(       ) 3
 FJ0959
 FJ0959.Superseded values are not recommended for survey control.
 FJ0959
 FJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0959.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0959
 FJ0959_MARKER: 53 = ELEVATED TANK
 FJ0959
 FJ0959  HISTORY     - Date     Condition        Report By
 FJ0959  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0959
 FJ0959                          STATION DESCRIPTION
 FJ0959
 FJ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0959'THE STATION IS LOCATED ON THE UNIVERSITY OF OKLAHOMA SOUTH
 FJ0959'CAMPUS NEAR THE CENTER OF NORMAN.
 FJ0959'
 FJ0959'IT IS AN ELEVATED TANK, SILVER IN COLOR, FOUR-LEGGED AND
 FJ0959'ABOUT 65 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE
 FJ0959'APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0949 ***********************************************************************
 FJ0949  DESIGNATION -  NORMAN USN BASE W TANK 192
 FJ0949  PID         -  FJ0949
 FJ0949  STATE/COUNTY-  OK/CLEVELAND
 FJ0949  COUNTRY     -  US
 FJ0949  USGS QUAD   -  NORMAN (2018)
 FJ0949
 FJ0949                         *CURRENT SURVEY CONTROL
 FJ0949  ______________________________________________________________________
 FJ0949* NAD 83(1993) POSITION- 35 10 50.38351(N) 097 26 10.70886(W)   ADJUSTED
 FJ0949  ______________________________________________________________________
 FJ0949  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 FJ0949  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 FJ0949  HORZ ORDER      -  THIRD
 FJ0949
 FJ0949.The horizontal coordinates were established by classical geodetic methods
 FJ0949.and adjusted by the National Geodetic Survey in November 1994.
 FJ0949
 FJ0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0949.GEOID18 height accuracy estimate available here.
 FJ0949
 FJ0949.Click photographs - Photos may exist for this station.
 FJ0949
 FJ0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0949
 FJ0949. The following values were computed from the NAD 83(1993) position.
 FJ0949
 FJ0949;                    North         East     Units Scale Factor Converg.
 FJ0949;SPC OK S     -   205,061.129   651,344.272   MT  0.99999001   +0 19 11.9
 FJ0949;SPC OK S     -   672,771.39  2,136,952.00   sFT  0.99999001   +0 19 11.9
 FJ0949;UTM  14      - 3,894,197.682   642,381.142   MT  0.99984984   +0 54 03.9
 FJ0949
 FJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4238194197(NAD 83)
 FJ0949
 FJ0949                          SUPERSEDED SURVEY CONTROL
 FJ0949
 FJ0949  NAD 83(1986)-  35 10 50.38988(N)    097 26 10.69258(W) AD(       ) 3
 FJ0949  NAD 27      -  35 10 50.14540(N)    097 26 09.57566(W) AD(       ) 3
 FJ0949
 FJ0949.Superseded values are not recommended for survey control.
 FJ0949
 FJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0949.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0949
 FJ0949_MARKER: 53 = ELEVATED TANK
 FJ0949
 FJ0949  HISTORY     - Date     Condition        Report By
 FJ0949  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0949
 FJ0949                          STATION DESCRIPTION
 FJ0949
 FJ0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0949'THE STATION IS ON LAND OF U.S. NAVY AIR TECHNICAL TRAINING
 FJ0949'CENTER ABOUT 2.5 MILES FROM THE CENTER OF NORMAN.  IT IS
 FJ0949'AN ELEVATED TANK, SIX-LEGGED, ORANGE AND SILVER IN COLOR
 FJ0949'AND 100 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX
 FJ0949'OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0509 ***********************************************************************
 EM0509  DESIGNATION -  NORTH AXIS
 EM0509  PID         -  EM0509
 EM0509  STATE/COUNTY-  OK/GREER
 EM0509  COUNTRY     -  US
 EM0509  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0509
 EM0509                         *CURRENT SURVEY CONTROL
 EM0509  ______________________________________________________________________
 EM0509* NAD 83(1986) POSITION- 34 49 02.     (N) 099 35 25.     (W)   SCALED
 EM0509* NAVD 88 ORTHO HEIGHT -   511.097 (meters)     1676.82  (feet) ADJUSTED
 EM0509  ______________________________________________________________________
 EM0509  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 EM0509  DYNAMIC HEIGHT  -        510.550 (meters)     1675.03  (feet) COMP
 EM0509  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EM0509
 EM0509  VERT ORDER      -  SECOND    CLASS 0
 EM0509
 EM0509.The horizontal coordinates were scaled from a map and have
 EM0509.an estimated accuracy of +/- 6 seconds.
 EM0509
 EM0509.The orthometric height was determined by differential leveling and
 EM0509.adjusted by the NATIONAL GEODETIC SURVEY
 EM0509.in June 1991.
 EM0509
 EM0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0509.GEOID18 height accuracy estimate available here.
 EM0509
 EM0509.Click photographs - Photos may exist for this station.
 EM0509
 EM0509.The dynamic height is computed by dividing the NAVD 88
 EM0509.geopotential number by the normal gravity value computed on the
 EM0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0509.degrees latitude (g = 980.6199 gals.).
 EM0509
 EM0509.The modeled gravity was interpolated from observed gravity values.
 EM0509
 EM0509;                    North         East    Units  Estimated Accuracy
 EM0509;SPC OK S     -   165,750.      454,520.      MT  (+/- 180 meters Scaled)
 EM0509
 EM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD460529(NAD 83)
 EM0509
 EM0509                          SUPERSEDED SURVEY CONTROL
 EM0509
 EM0509  NGVD 29 (??/??/92)  510.889  (m)         1676.14   (f) ADJ UNCH    2 0
 EM0509
 EM0509.Superseded values are not recommended for survey control.
 EM0509
 EM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0509.See file dsdata.pdf to determine how the superseded data were derived.
 EM0509
 EM0509_MARKER: DD = SURVEY DISK
 EM0509_MARK LOGO: USACE
 EM0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0509
 EM0509  HISTORY     - Date     Condition        Report By
 EM0509  HISTORY     - UNK      MONUMENTED       USACE
 EM0509  HISTORY     - 1961     GOOD             CGS
 EM0509
 EM0509                          STATION DESCRIPTION
 EM0509
 EM0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0509'7.8 MI SW FROM MANGUM.
 EM0509'THE MARK IS LOCATED ON MISSILE SITE RUSSELL 8, IT IS THE NORTH AXIS
 EM0509'MARK FOR THE SILO AND IS NORTH OF THE SILO NEAR THE NORTH BOUNDARY
 EM0509'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1122 ***********************************************************************
 FH1122  DESIGNATION -  NORTH BROOKEN
 FH1122  PID         -  FH1122
 FH1122  STATE/COUNTY-  OK/HASKELL
 FH1122  COUNTRY     -  US
 FH1122  USGS QUAD   -  TEXANNA (2018)
 FH1122
 FH1122                         *CURRENT SURVEY CONTROL
 FH1122  ______________________________________________________________________
 FH1122* NAD 83(1993) POSITION- 35 16 41.84247(N) 095 25 58.02832(W)   ADJUSTED
 FH1122* NAVD 88 ORTHO HEIGHT -   285.85  (+/-2cm)      937.8   (feet) VERTCON3
 FH1122  ______________________________________________________________________
 FH1122  GEOID HEIGHT    -        -30.219 (meters)                     GEOID18
 FH1122  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 FH1122  HORZ ORDER      -  FIRST
 FH1122  VERT ORDER      -  THIRD ? (See Below)
 FH1122
 FH1122.The horizontal coordinates were established by classical geodetic methods
 FH1122.and adjusted by the National Geodetic Survey in November 1994.
 FH1122
 FH1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1122
 FH1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1122.GEOID18 height accuracy estimate available here.
 FH1122
 FH1122.The vertical order pertains to the NGVD 29 superseded value.
 FH1122
 FH1122.Click photographs - Photos may exist for this station.
 FH1122
 FH1122.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1122
 FH1122. The following values were computed from the NAD 83(1993) position.
 FH1122
 FH1122;                    North         East     Units Scale Factor Converg.
 FH1122;SPC OK S     -   218,718.934   833,537.054   MT  1.00000919   +1 27 25.9
 FH1122;SPC OK S     -   717,580.37  2,734,696.15   sFT  1.00000919   +1 27 25.9
 FH1122;UTM  15      - 3,906,618.991   278,736.188   MT  1.00020338   -1 24 20.2
 FH1122
 FH1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1122!SPC OK S     -   0.99995988  x   1.00000919  =   0.99996907
 FH1122!UTM  15      -   0.99995988  x   1.00020338  =   1.00016325
 FH1122
 FH1122:                Primary Azimuth Mark                     Grid Az
 FH1122:SPC OK S     -  STANDING ROCK                            292 25 55.3
 FH1122:UTM  15      -  STANDING ROCK                            295 17 41.4
 FH1122
 FH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7873606618(NAD 83)
 FH1122
 FH1122|---------------------------------------------------------------------|
 FH1122| PID    Reference Object                     Distance      Geod. Az  |
 FH1122|                                                           dddmmss.s |
 FH1122| CI2681 NORTH BROOKEN AZ MK                                0541208.9 |
 FH1122| CI2682 NORTH BROOKEN RM 1                   29.033 METERS 10918     |
 FH1122| CI2683 NORTH BROOKEN RM 2                   23.614 METERS 24419     |
 FH1122| FH1126 STANDING ROCK                       APPROX. 7.4 KM 2935321.2 |
 FH1122|---------------------------------------------------------------------|
 FH1122
 FH1122                          SUPERSEDED SURVEY CONTROL
 FH1122
 FH1122  NAD 83(1986)-  35 16 41.85727(N)    095 25 58.02217(W) AD(       ) 1
 FH1122  NAD 27      -  35 16 41.50800(N)    095 25 57.10700(W) AD(       ) 1
 FH1122  NGVD 29             285.74   (m)          937.5    (f) LEVELING    3  
 FH1122
 FH1122.Superseded values are not recommended for survey control.
 FH1122
 FH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1122.See file dsdata.pdf to determine how the superseded data were derived.
 FH1122
 FH1122_MARKER: DS = TRIANGULATION STATION DISK
 FH1122_SETTING: 80 = SET IN A BOULDER
 FH1122_STAMPING: NORTH BROOKEN 1940
 FH1122_MARK LOGO: CGS
 FH1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1122+STABILITY: SURFACE MOTION
 FH1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1122+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2013
 FH1122
 FH1122  HISTORY     - Date     Condition        Report By
 FH1122  HISTORY     - 1940     MONUMENTED       CGS
 FH1122  HISTORY     - 1959     GOOD             CGS
 FH1122  HISTORY     - 1960     GOOD             USGS
 FH1122  HISTORY     - 19861222 GOOD             LOCSUR
 FH1122  HISTORY     - 20080416 GOOD             AIRDAT
 FH1122  HISTORY     - 20130103 GOOD             GEOCAC
 FH1122
 FH1122                          STATION DESCRIPTION
 FH1122
 FH1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1122'STATION IS LOCATED ABOUT 5 MILES S OF TEXANA, 1.6 MILES
 FH1122'WSW OF BROOKEN AT THE N END OF BROOKEN MOUNTAIN ON THE S
 FH1122'SIDE OF THE NEW ROAD OVER THE MOUNTAIN WHICH IS NOW UNDER
 FH1122'CONSTRUCTION AND ABOUT 0.2 MILE W OF TURN-IN ROAD WHERE
 FH1122'IT REACHES THE TOP OF THE E RIM OF THE MOUNTAIN.  BROOKEN
 FH1122'MOUNTAIN IS HEAVILY WOODED AND THE NEW ROAD IS BEING CUT
 FH1122'THROUGH THE TREES.  STATION MARK IS 48 FEET SE OF ROAD,
 FH1122'16.5 FEET ENE OF TRIANGLE BLAZE ON TREE, 5.8 FEET NW OF
 FH1122'WHITE WITNESS POST.
 FH1122'
 FH1122'STATION AND REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.
 FH1122'
 FH1122'AZIMUTH MARK IS A STANDARD DISK IN OUTCROPPING BEDROCK.
 FH1122'
 FH1122'STATION MARK IS SET IN A LARGE DEPRESSION OF A BOULDER ABOUT
 FH1122'8 FEET BY 4 FEET, PROJECTS 1 FOOT, AND IS STAMPED NORTH
 FH1122'BROOKEN 1940.
 FH1122'
 FH1122'REFERENCE MARK NO.1 IS 120 FEET SE OF ROAD, SET IN THE TOP
 FH1122'OF A SECTION OF EXPOSED BEDROCK MEASURING ABOUT 9 FEET BY
 FH1122'6 FEET, 3 FEET ABOVE STATION, PROJECTS 1-1/2 FEET AND IS
 FH1122'STAMPED, NORTH BROOKEN NO.1 1940.  REFERENCE MARK NO.2 IS
 FH1122'40 FEET SE OF ROAD, SET IN THE TOP OF A SECTION OF EXPOSED
 FH1122'BEDROCK MEASURING ABOUT 3 FEET BY 3 FEET, 1-1/2 FEET BELOW
 FH1122'THE STATION, PROJECTS 8 INCHES AND IS STAMPED NORTH BROOKEN
 FH1122'NO.2 1940.
 FH1122'
 FH1122'AZIMUTH MARK IS 38 FEET NW OF ROAD, 32 FEET SW OF OAK TREE
 FH1122'WITH ARROW BLAZE, 4.3 FEET NW OF A WHITE WITNESS POST, FLUSH
 FH1122'WITH THE GROUND, STAMPED NORTH BROOKEN 1940.
 FH1122'
 FH1122'TO REACH THE STATION FROM STIGLER, GO W ON STATE HIGHWAY
 FH1122'10 FOR 6.6 MILES TO JUNCTION WITH STATE HIGHWAY 2 AND A
 FH1122'COUNTY ROAD AT WHITEFIELD, BEAR HALF LEFT AND GO W ON COUNTY
 FH1122'ROAD (GRAVEL) FOR 8.0 MILES TO T-ROAD AT A SERVICE STATION,
 FH1122'TURN RIGHT (N) AND GO 1.0 MILE, TURN LEFT (W) AND GO 1.0
 FH1122'MILE, TURN RIGHT (N) AND GO 0.9 MILE TO CROSSROADS, TURN
 FH1122'LEFT (W) AND FOLLOW MAIN-TRAVELED ROAD WHICH IS UNDER
 FH1122'CONSTRUCTION W AND NW FOR 1.85 MILES TO AZIMUTH MARK ON RIGHT AT
 FH1122'ARROW BLAZE ON LARGE OAK TREE.  CONTINUE W 0.15 MILE TO
 FH1122'STATION ON LEFT.
 FH1122'
 FH1122'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1122
 FH1122                          STATION RECOVERY (1959)
 FH1122
 FH1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1122'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 FH1122'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 FH1122'RECOVERED BUT THERE WAS NOTHING TO INDICATE THAT THIS MARK
 FH1122'HAD BEEN DESTROYED.  THE WITNESS POST WAS GONE AND THE BLAZED
 FH1122'TREES COULD NOT BE IDENTIFIED.  SMALL TREES AND BRUSH PREVENTED
 FH1122'TURNING AN ANGLE FROM REFERENCE MARKS TO THE AZIMUTH MARK.
 FH1122'
 FH1122'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION- TO
 FH1122'REACH FROM ENTERPRISE, FROM THE JUNCTION OF STATE HIGHWAYS
 FH1122'9 AND 71 JUST NORTH OF THE VILLAGE, GO NORTH ON GRAVEL ROAD
 FH1122'FOR 2.2 MILES TO CROSSROADS, TURN LEFT AND GO WEST FOR 1.0
 FH1122'MILE TO A T-INTERSECTION, TURN RIGHT AND GO NORTH FOR 1.0
 FH1122'MILE, TURN LEFT AND GO WEST AND NORTHWEST FOR 2.3 MILES
 FH1122'TO SUMMIT OF RIDGE AND STATION ON LEFT AS DESCRIBED.
 FH1122
 FH1122                          STATION RECOVERY (1960)
 FH1122
 FH1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FH1122'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED 0.6
 FH1122'MILE SOUTH AND 8.5 MILES EAST OF (AIRLINE) EUFAULA, T 9 N,
 FH1122'R 18 E, NEAR SOUTH 1/16 CORNER, SECTIONS 5 AND 6, 51 FEET
 FH1122'SOUTHEAST (NORMAL) CENTER LINE GRAVEL ROAD, 62 FEET EAST
 FH1122'AND 2.0 FEET ABOVE NORTH-SOUTH SECTION LINE, 11 FEET EAST
 FH1122'OF 10 INCH OAK TREE, ON SOUTH SIDE OF 4-1/2 FOOT DIAMETER
 FH1122'ROCK AND SET IN DRILLED HOLE.  IT IS A STANDARD DISK STAMPED
 FH1122'NORTH BROOKEN 1940 AND PAINTED U.S.B.M. 937.5.
 FH1122'
 FH1122'REFERENCE MARK 1 IS 95 FEET EAST OF STATION, 120 FEET SOUTHEAST
 FH1122'(NORMAL) CENTER LINE DIRT ROAD, SET IN TOP OF A SECTION
 FH1122'OF EXPOSED BEDROCK MEASURING ABOUT 9 FEET BY 6 FEET, PROJECTS
 FH1122'1.5 FOOT.  THE MARK IS A STANDARD DISK STAMPED NORTH BROOKEN
 FH1122'NO 1 1940.
 FH1122'
 FH1122'REFERENCE MARK 2 IS 77 FEET SOUTHWEST OF STATION, 45 FEET
 FH1122'SOUTHEAST (NORMAL) CENTER LINE GRAVEL ROAD, SET IN TOP OF
 FH1122'A SECTION OF EXPOSED BEDROCK MEASURING ABOUT 3 FEET BY 3
 FH1122'FEET.  THE MARK IS A STANDARD DISK STAMPED NORTH BROOKEN
 FH1122'NO 2 1940.
 FH1122'
 FH1122'THE AZIMUTH MARK IS 783 FEET NORTHEAST ALONG GRAVEL ROAD
 FH1122'FROM STATION, 47 FEET EAST AND 0.8 FOOT ABOVE CENTER LINE
 FH1122'GRAVEL ROAD OPPOSITE, 47 FEET WEST CENTER LINE OLD DIM ROAD,
 FH1122'14 FEET SOUTH OF 1 FOOT OAK TREE WITH BROKEN TOP, IN DRILLED
 FH1122'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.  THE MARK
 FH1122'IS A STANDARD DISK STAMPED NORTH BROOKEN 1940 AND PAINTED
 FH1122'U.S.B.M. 932.8.
 FH1122
 FH1122                          STATION RECOVERY (1986)
 FH1122
 FH1122'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 FH1122'RECOVERED IN GOOD CONDITION.
 FH1122
 FH1122                          STATION RECOVERY (2008)
 FH1122
 FH1122'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FH1122'THE STATION IS APPROX. 50 FEET SOUTH OF W. BROOKEN MT RD AND EAST OF
 FH1122'CENTERLINE N BK 1600(CEDAR RIDGE)RD, APPROX. 120 FEET.
 FH1122
 FH1122                          STATION RECOVERY (2013)
 FH1122
 FH1122'RECOVERY NOTE BY GEOCACHING 2013 (NDR)
 FH1122'I FOUND THE STATION MARK PRETTY EASY USING THE GPSR. I WALKED AROUND
 FH1122'TRYING TO TRACK DOWN THE RMS. THE AREA HAS BEEN BULLDOZED WITH THE
 FH1122'INSTALLMENT OF A TOWER NEARBY, AND A LOT OF THE LARGE BOULDERS PILED
 FH1122'UP AND AWAY. I'M NOT SURE WHERE THE RMS ARE.
 FH1122'
 FH1122'THE MARK WAS COVERED WITH DIRT, LEAVES AND MOSS. I CLEANED IT OFF AND
 FH1122'DID THE BEST I COULD WITH PICTURES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0803 ***********************************************************************
 GH0803  DESIGNATION -  NORTH ENID MUNICIPAL TANK
 GH0803  PID         -  GH0803
 GH0803  STATE/COUNTY-  OK/GARFIELD
 GH0803  COUNTRY     -  US
 GH0803  USGS QUAD   -  ENID EAST (2018)
 GH0803
 GH0803                         *CURRENT SURVEY CONTROL
 GH0803  ______________________________________________________________________
 GH0803* NAD 83(1993) POSITION- 36 25 53.11512(N) 097 50 42.65671(W)   ADJUSTED
 GH0803  ______________________________________________________________________
 GH0803  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 GH0803  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 GH0803  HORZ ORDER      -  THIRD
 GH0803
 GH0803.The horizontal coordinates were established by classical geodetic methods
 GH0803.and adjusted by the National Geodetic Survey in November 1994.
 GH0803
 GH0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0803.GEOID18 height accuracy estimate available here.
 GH0803
 GH0803.Click photographs - Photos may exist for this station.
 GH0803
 GH0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0803
 GH0803. The following values were computed from the NAD 83(1993) position.
 GH0803
 GH0803;                    North         East     Units Scale Factor Converg.
 GH0803;SPC OK N     -   158,832.916   613,881.882   MT  0.99995599   +0 05 28.9
 GH0803;SPC OK N     -   521,104.33  2,014,044.14   sFT  0.99995599   +0 05 28.9
 GH0803;UTM  14      - 4,032,420.608   603,513.204   MT  0.99973201   +0 41 09.1
 GH0803
 GH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0351332420(NAD 83)
 GH0803
 GH0803                          SUPERSEDED SURVEY CONTROL
 GH0803
 GH0803  NAD 83(1986)-  36 25 53.12174(N)    097 50 42.64751(W) AD(       ) 3
 GH0803  NAD 27      -  36 25 53.00567(N)    097 50 41.43991(W) AD(       ) 3
 GH0803
 GH0803.Superseded values are not recommended for survey control.
 GH0803
 GH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0803.See file dsdata.pdf to determine how the superseded data were derived.
 GH0803
 GH0803_MARKER: 53 = ELEVATED TANK
 GH0803
 GH0803  HISTORY     - Date     Condition        Report By
 GH0803  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0803  HISTORY     - 1978     GOOD             NGS
 GH0803
 GH0803                          STATION DESCRIPTION
 GH0803
 GH0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0803'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT ELEVATED,
 GH0803'OVAL SHAPED TANK, LOCATED NEAR THE SOUTH EDGE OF NORTH ENID.
 GH0803
 GH0803                          STATION RECOVERY (1978)
 GH0803
 GH0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GH0803'STATION RECOVERED AS DESCRIBED.
 GH0803'
 GH0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ENID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0864 ***********************************************************************
 GG0864  DESIGNATION -  NOWATA
 GG0864  PID         -  GG0864
 GG0864  STATE/COUNTY-  OK/NOWATA
 GG0864  COUNTRY     -  US
 GG0864  USGS QUAD   -  NOWATA WEST (2019)
 GG0864
 GG0864                         *CURRENT SURVEY CONTROL
 GG0864  ______________________________________________________________________
 GG0864* NAD 83(1997) POSITION- 36 42 12.10906(N) 095 38 25.09322(W)   ADJUSTED
 GG0864* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 GG0864  ______________________________________________________________________
 GG0864  GEOID HEIGHT    -        -29.366 (meters)                     GEOID18
 GG0864  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 GG0864  HORZ ORDER      -  FIRST
 GG0864
 GG0864.The horizontal coordinates were established by classical geodetic methods
 GG0864.and adjusted by the National Geodetic Survey in October 1998.
 GG0864
 GG0864.The orthometric height was scaled from a topographic map.
 GG0864
 GG0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0864.GEOID18 height accuracy estimate available here.
 GG0864
 GG0864.Click photographs - Photos may exist for this station.
 GG0864
 GG0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0864
 GG0864. The following values were computed from the NAD 83(1997) position.
 GG0864
 GG0864;                    North         East     Units Scale Factor Converg.
 GG0864;SPC OK N     -   191,560.562   810,830.560   MT  0.99998906   +1 23 33.2
 GG0864;SPC OK N     -   628,478.28  2,660,199.93   sFT  0.99998906   +1 23 33.2
 GG0864;UTM  15      - 4,065,215.665   264,142.674   MT  1.00028539   -1 34 43.5
 GG0864
 GG0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0864!SPC OK N     -   0.99997116  x   0.99998906  =   0.99996022
 GG0864!UTM  15      -   0.99997116  x   1.00028539  =   1.00025654
 GG0864
 GG0864:                Primary Azimuth Mark                     Grid Az
 GG0864:SPC OK N     -  COBB                                     250 51 46.0
 GG0864:UTM  15      -  COBB                                     253 50 02.7
 GG0864
 GG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6414265215(NAD 83)
 GG0864
 GG0864|---------------------------------------------------------------------|
 GG0864| PID    Reference Object                     Distance      Geod. Az  |
 GG0864|                                                           dddmmss.s |
 GG0864| CI2691 NOWATA RM 1                          29.553 METERS 07902     |
 GG0864| GG0865 NOWATA MUNICIPAL TANK                23.932 METERS 14839     |
 GG0864| CI2692 NOWATA RM 2                          38.382 METERS 19444     |
 GG0864| GG0866 COBB                                APPROX. 7.0 KM 2521519.2 |
 GG0864| CI2693 NOWATA RM 3                         107.912 METERS 28813     |
 GG0864|---------------------------------------------------------------------|
 GG0864
 GG0864                          SUPERSEDED SURVEY CONTROL
 GG0864
 GG0864  NAD 83(1993)-  36 42 12.11090(N)    095 38 25.09373(W) AD(       ) 1
 GG0864  NAD 83(1986)-  36 42 12.13272(N)    095 38 25.07551(W) AD(       ) 1
 GG0864  NAD 27      -  36 42 11.80900(N)    095 38 24.15300(W) AD(       ) 1
 GG0864
 GG0864.Superseded values are not recommended for survey control.
 GG0864
 GG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0864.See file dsdata.pdf to determine how the superseded data were derived.
 GG0864
 GG0864_MARKER: DS = TRIANGULATION STATION DISK
 GG0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0864_STAMPING: NOWATA 1934
 GG0864_MARK LOGO: CGS
 GG0864_PROJECTION: PROJECTING 15 CENTIMETERS
 GG0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0864+STABILITY: SURFACE MOTION
 GG0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0864+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2023
 GG0864
 GG0864  HISTORY     - Date     Condition        Report By
 GG0864  HISTORY     - 1934     MONUMENTED       CGS
 GG0864  HISTORY     - 1954     GOOD             SSC
 GG0864  HISTORY     - 1977     GOOD             LOCSUR
 GG0864  HISTORY     - 20230608 GOOD             OKDOT
 GG0864
 GG0864                          STATION DESCRIPTION
 GG0864
 GG0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0864'THE STATION IS IN THE CITY OF NOWATA, NEAR THE CENTER OF
 GG0864'SEC. 30, T 26 N, R 16 E, ON LAND OWNED BY THE CITY OF NOWATA.
 GG0864'STATION IS 48 FEET E OF CENTER OF PAVEMENT, 56 FEET S OF
 GG0864'CENTER LINE OF E-W ROAD AND 78.84 FEET NW OF THE NOWATA
 GG0864'MUNICIPAL WATER TANK MEASURED FROM THE CENTER OF THE FEED
 GG0864'PIPE.
 GG0864'
 GG0864'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GG0864'DISKS SET IN CONCRETE.
 GG0864'
 GG0864'REFERENCE MARK NO. 1 IS E OF THE STATION.
 GG0864'
 GG0864'REFERENCE MARK NO. 2 IS SSW OF STATION.
 GG0864'
 GG0864'REFERENCE MARK NO. 3 IS NW OF STATION ON THE N SIDE OF THE
 GG0864'ROAD BETWEEN THE ROAD AND THE SIDEWALK.
 GG0864'
 GG0864'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60
 GG0864'AND STATE HIGHWAY 16, GO W ONE BLOCK AND N TWO BLOCKS TO
 GG0864'CITY WATER TANK AND STATION.
 GG0864'
 GG0864'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GG0864
 GG0864                          STATION RECOVERY (1954)
 GG0864
 GG0864'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1954 (RJP)
 GG0864'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED IN
 GG0864'GOOD CONDITION.  DESCRIPTION ADEQUATE.  REFERENCE MARK 3
 GG0864'NOT VISITED.
 GG0864
 GG0864                          STATION RECOVERY (1977)
 GG0864
 GG0864'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (RMQ)
 GG0864'NOWATA RECOVERED VERY GOOD-NOW EXPOSED TO DANGER FROM DRIVEWAY.
 GG0864'
 GG0864'R. M. NO. 1 RECOVERED VERY GOOD-WELL PROTECTED LOCATION.
 GG0864'
 GG0864'R. M. NO. 2 RECOVERED VERY GOOD-WELL PROTECTED LOCATION.
 GG0864'
 GG0864'R. M. NO. 3 RECOVERED VERY GOOD-WELL PROTECTED LOCATION.
 GG0864'
 GG0864'NEW--TO REACH STATION FROM INTERSECTION OF US 60 AND US 169-GO WEST 8
 GG0864'BLOCKS, N 1 BLOCK, W 1 BLOCK, FOLLOWING US 60, THENCE N 2 BLOCKS TO
 GG0864'ELEVATED WATER TANK.
 GG0864'
 GG0864'R. M. NO. 3 AS DESCRIBED BUT 1 FOOT SOUTH OF SIDEWALK AND 4 INCHES
 GG0864'BELOW SURFACE.
 GG0864'
 GG0864'AM CHECKING ENTIRE COUNTY FOR CURRENT STATUS OF MONUMENTS.
 GG0864'
 GG0864'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF NOWATA AT
 GG0864'ELEVATED WATER TANK.
 GG0864
 GG0864                          STATION RECOVERY (2023)
 GG0864
 GG0864'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 GG0864'THE MARK IS LEANING SLIGHTLY NW. FOUND REFERENCE MARK 1 AND REFERENCE
 GG0864'MARK 2 AS DESCRIBED.  REFERENCE MARK 1 LEANING SLIGHTLY NW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0865 ***********************************************************************
 GG0865  DESIGNATION -  NOWATA MUNICIPAL TANK
 GG0865  PID         -  GG0865
 GG0865  STATE/COUNTY-  OK/NOWATA
 GG0865  COUNTRY     -  US
 GG0865  USGS QUAD   -  NOWATA WEST (2019)
 GG0865
 GG0865                         *CURRENT SURVEY CONTROL
 GG0865  ______________________________________________________________________
 GG0865* NAD 83(1997) POSITION- 36 42 11.44607(N) 095 38 24.59152(W)   ADJUSTED
 GG0865  ______________________________________________________________________
 GG0865  GEOID HEIGHT    -        -29.366 (meters)                     GEOID18
 GG0865  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 GG0865  HORZ ORDER      -  THIRD
 GG0865
 GG0865.The horizontal coordinates were established by classical geodetic methods
 GG0865.and adjusted by the National Geodetic Survey in October 1998.
 GG0865
 GG0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0865.GEOID18 height accuracy estimate available here.
 GG0865
 GG0865.Click photographs - Photos may exist for this station.
 GG0865
 GG0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0865
 GG0865. The following values were computed from the NAD 83(1997) position.
 GG0865
 GG0865;                    North         East     Units Scale Factor Converg.
 GG0865;SPC OK N     -   191,540.434   810,843.505   MT  0.99998903   +1 23 33.5
 GG0865;SPC OK N     -   628,412.24  2,660,242.40   sFT  0.99998903   +1 23 33.5
 GG0865;UTM  15      - 4,065,194.886   264,154.563   MT  1.00028532   -1 34 43.2
 GG0865
 GG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6415465194(NAD 83)
 GG0865
 GG0865                          SUPERSEDED SURVEY CONTROL
 GG0865
 GG0865  NAD 83(1993)-  36 42 11.44792(N)    095 38 24.59205(W) AD(       ) 3
 GG0865  NAD 83(1986)-  36 42 11.46989(N)    095 38 24.57304(W) AD(       ) 3
 GG0865  NAD 27      -  36 42 11.14500(N)    095 38 23.65100(W) AD(       ) 3
 GG0865
 GG0865.Superseded values are not recommended for survey control.
 GG0865
 GG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0865.See file dsdata.pdf to determine how the superseded data were derived.
 GG0865
 GG0865_MARKER: 53 = ELEVATED TANK
 GG0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0865+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 GG0865
 GG0865  HISTORY     - Date     Condition        Report By
 GG0865  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0865  HISTORY     - 20050305 GOOD             USPSQD
 GG0865
 GG0865                          STATION DESCRIPTION
 GG0865
 GG0865'DESCRIBED BY US POWER SQUADRON 2005 (EER)
 GG0865'RECOVERED AS DECRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6349 ***********************************************************************
 DR6349  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6349  DESIGNATION -  NSWWTP
 DR6349  PID         -  DR6349
 DR6349  STATE/COUNTY-  OK/TULSA
 DR6349  COUNTRY     -  US
 DR6349  USGS QUAD   -  MINGO (2019)
 DR6349
 DR6349                         *CURRENT SURVEY CONTROL
 DR6349  ______________________________________________________________________
 DR6349* NAD 83(2011) POSITION- 36 14 12.03310(N) 095 51 32.33704(W)   ADJUSTED
 DR6349* NAD 83(2011) ELLIP HT-   155.199 (meters)        (09/17/20)   ADJUSTED
 DR6349* NAD 83(2011) EPOCH   -  2010.00
 DR6349* NAVD 88 ORTHO HEIGHT -   184.28  (meters)      604.6   (feet) GPS OBS
 DR6349  ______________________________________________________________________
 DR6349  GEOID HEIGHT    -        -29.066 (meters)                     GEOID18
 DR6349  NAD 83(2011) X  -   -525,779.844 (meters)                     COMP
 DR6349  NAD 83(2011) Y  - -5,123,737.611 (meters)                     COMP
 DR6349  NAD 83(2011) Z  -  3,749,497.747 (meters)                     COMP
 DR6349  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 DR6349
 DR6349  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6349  Standards:
 DR6349         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6349            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6349  -------------------------------------------------------------------
 DR6349  NETWORK    0.41   0.80           0.18   0.15   0.41      0.06150353
 DR6349  -------------------------------------------------------------------
 DR6349  Click here for local accuracies and other accuracy information.
 DR6349
 DR6349.The horizontal coordinates were established by GPS observations
 DR6349.and adjusted by the CITY OF TULSA in September 2020.
 DR6349
 DR6349.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6349.been affixed to the stable North American tectonic plate. See 
 DR6349.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6349
 DR6349.The horizontal coordinates are valid at the epoch date displayed above
 DR6349.which is a decimal equivalence of Year/Month/Day.
 DR6349
 DR6349.The orthometric height was determined by GPS observations and a
 DR6349.high-resolution geoid model using precise GPS observation and
 DR6349.processing techniques.
 DR6349
 DR6349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6349.GEOID18 height accuracy estimate available here.
 DR6349
 DR6349.Click photographs - Photos may exist for this station.
 DR6349
 DR6349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6349
 DR6349.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6349
 DR6349.The ellipsoidal height was determined by GPS observations
 DR6349.and is referenced to NAD 83.
 DR6349
 DR6349. The following values were computed from the NAD 83(2011) position.
 DR6349
 DR6349;                    North         East     Units Scale Factor Converg.
 DR6349;SPC OK N     -   139,334.958   792,437.608   MT  0.99994614   +1 15 48.7
 DR6349;SPC OK N     -   457,134.77  2,599,855.72   sFT  0.99994614   +1 15 48.7
 DR6349;UTM  15      - 4,013,990.893   243,066.450   MT  1.00041346   -1 41 27.4
 DR6349
 DR6349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6349!SPC OK N     -   0.99997564  x   0.99994614  =   0.99992178
 DR6349!UTM  15      -   0.99997564  x   1.00041346  =   1.00038909
 DR6349
 DR6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4306613990(NAD 83)
 DR6349
 DR6349                          SUPERSEDED SURVEY CONTROL
 DR6349
 DR6349.No superseded survey control is available for this station.
 DR6349
 DR6349_MARKER: F = FLANGE-ENCASED ROD
 DR6349_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DR6349_STAMPING: NSWWTP
 DR6349_MARK LOGO: COTOK
 DR6349_PROJECTION: RECESSED 3 CENTIMETERS
 DR6349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6349+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2020
 DR6349_ROD/PIPE-DEPTH: 3.7 meters
 DR6349_SLEEVE-DEPTH  : 0.9 meters
 DR6349
 DR6349  HISTORY     - Date     Condition        Report By
 DR6349  HISTORY     - 20091028 MONUMENTED       COTOK
 DR6349  HISTORY     - 20201209 GOOD             COTOK
 DR6349
 DR6349                          STATION DESCRIPTION
 DR6349
 DR6349'DESCRIBED BY CITY OF TULSA 2009 (PAK)
 DR6349'LOCATED ABOUT 8.5 MI (13.6 KM) EAST-SOUTHEAST OF SPERRY, 7.1 MI (11.5
 DR6349'KM) WEST-NORTHWEST OF CATOOSA AND 1.2 MI (2.0 KM) NORTH-NORTHEAST OF
 DR6349'MINGO. OWNERSHIP--CITY OF TULSA. CONTACT THE C.O.T. SURVEY MANAGER AT
 DR6349'(918)596-9591 OR (918)596-7206 TO ARRANGE FOR ACCESS THE STATION.
 DR6349'
 DR6349'TO REACH FROM THE INTERSECTION OF US 169 AND EAST 56TH STREET NORTH
 DR6349'PROCEED WEST ON 56TH STREET FOR ABOUT 0.65 MI (1.05 KM) TO NORTH 105TH
 DR6349'EAST AVENUE PROCEED NORTH ON 105TH FOR 200 FT (61.0 M) TO THE FACILITY
 DR6349'OFFICE ON THE WEST SIDE OF THE ROAD. WHEN PERMISSION TO ENTER THE
 DR6349'PLANT IS OBTAINED CONTINUE NORTH ON 105TH FOR 500 FT (152.4 M) TO THE
 DR6349'ENTRANCE TO THE PLANT ON THE RIGHT (EAST), UPON ENTERING THE PLANT
 DR6349'STAY TO THE RIGHT ALONG THE MAIN ROAD FOR 400 FT (121.9 M) TO THE
 DR6349'STATION ON THE LEFT.
 DR6349'
 DR6349'STATION MARK IS A PUNCH HOLE TOP CENTER OF ALUMINUM ALLOY ROD IN A
 DR6349'GREASE FILLED SLEEVE 3 FT (0.9 M) LONG ENCASED IN A 5 INCH (13 CM) PVC
 DR6349'PIPE WITH CITY OF TULSA LOGO CAP SURROUNDED BY CONCRETE SET 0.1 FT (3
 DR6349'CM) BELOW THE SURFACE OF THE GROUND. THE STATION IS 80 FT (24.4 M)
 DR6349'EAST OF THE CENTERLINE OF THE N/S PORTION OF THE ROAD, 40 FT (12.2 M)
 DR6349'NORTH OF THE CENTERLINE OF THE E/W PORTION OF THE ROAD, 35.7 FT (10.9
 DR6349'M) NORTH-NORTHWEST OF CUT X IN THE TOP OF CURB, 33.4 FT (10.2 M)
 DR6349'NORTHEAST OF CUT X IN THE TOP OF CURB, 16.3 FT (5.0 M) SOUTH OF CUT X
 DR6349'IN THE TOP OF TREATMENT BASIN.
 DR6349
 DR6349                          STATION RECOVERY (2020)
 DR6349
 DR6349'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 DR6349'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0762 ***********************************************************************
 EL0762  DESIGNATION -  NUCKA
 EL0762  PID         -  EL0762
 EL0762  STATE/COUNTY-  OK/JOHNSTON
 EL0762  COUNTRY     -  US
 EL0762  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0762
 EL0762                         *CURRENT SURVEY CONTROL
 EL0762  ______________________________________________________________________
 EL0762* NAD 83(1993) POSITION- 34 21 57.70977(N) 096 25 20.74917(W)   ADJUSTED
 EL0762* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 EL0762  ______________________________________________________________________
 EL0762  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 EL0762  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC18
 EL0762  HORZ ORDER      -  THIRD
 EL0762
 EL0762.The horizontal coordinates were established by classical geodetic methods
 EL0762.and adjusted by the National Geodetic Survey in November 1994.
 EL0762
 EL0762.The orthometric height was scaled from a topographic map.
 EL0762
 EL0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0762.GEOID18 height accuracy estimate available here.
 EL0762
 EL0762.Click photographs - Photos may exist for this station.
 EL0762
 EL0762.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0762
 EL0762. The following values were computed from the NAD 83(1993) position.
 EL0762
 EL0762;                    North         East     Units Scale Factor Converg.
 EL0762;SPC OK S     -   115,683.868   745,101.185   MT  0.99994315   +0 53 43.6
 EL0762;SPC OK S     -   379,539.49  2,444,552.80   sFT  0.99994315   +0 53 43.6
 EL0762;UTM  14      - 3,805,752.810   737,036.381   MT  1.00029262   +1 27 20.4
 EL0762
 EL0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0762!SPC OK S     -   0.99996820  x   0.99994315  =   0.99991135
 EL0762!UTM  14      -   0.99996820  x   1.00029262  =   1.00026081
 EL0762
 EL0762:                Primary Azimuth Mark                     Grid Az
 EL0762:SPC OK S     -  NUCKA AZ MK                              191 46 58.2
 EL0762:UTM  14      -  NUCKA AZ MK                              191 13 21.4
 EL0762
 EL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3703605752(NAD 83)
 EL0762
 EL0762|---------------------------------------------------------------------|
 EL0762| PID    Reference Object                     Distance      Geod. Az  |
 EL0762|                                                           dddmmss.s |
 EL0762| CY2683 NUCKA RM 1                            4.910 METERS 16302     |
 EL0762| CY2682 NUCKA AZ MK                                        1924041.8 |
 EL0762| EL0761 WAPANUCKA MUNICIPAL STANDPIPE       APPROX. 0.8 KM 2945529.2 |
 EL0762| CY2684 NUCKA RM 2                            6.292 METERS 30129     |
 EL0762|---------------------------------------------------------------------|
 EL0762
 EL0762                          SUPERSEDED SURVEY CONTROL
 EL0762
 EL0762  NAD 83(1986)-  34 21 57.71468(N)    096 25 20.74093(W) AD(       ) 3
 EL0762  NAD 27      -  34 21 57.37380(N)    096 25 19.74400(W) AD(       ) 3
 EL0762
 EL0762.Superseded values are not recommended for survey control.
 EL0762
 EL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0762.See file dsdata.pdf to determine how the superseded data were derived.
 EL0762
 EL0762_MARKER: DS = TRIANGULATION STATION DISK
 EL0762_SETTING: 66 = SET IN ROCK OUTCROP
 EL0762_STAMPING: NUCKA 1955
 EL0762_MARK LOGO: CGS
 EL0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0762+STABILITY: POSITION/ELEVATION WELL
 EL0762
 EL0762  HISTORY     - Date     Condition        Report By
 EL0762  HISTORY     - 1955     MONUMENTED       CGS
 EL0762
 EL0762                          STATION DESCRIPTION
 EL0762
 EL0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0762'THE STATION IS LOCATED NEAR THE NORTHWEST END OF A NARROW
 EL0762'ROCKY AND TIMBERED RIDGE THAT OVERLOOKS THE TOWN OF WAPANUCKA.
 EL0762'IT IS ABOUT 16.5 MILES WEST SOUTHWEST OF ATOKA AND ABOUT 0.5 MILE
 EL0762'SOUTH SOUTHEAST OF THE TOWN OF WAPANUCKA.
 EL0762'
 EL0762'THE STATION MARK IS A STANDARD DISK STAMPED NUCKA 1955 SET
 EL0762'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT PROJECTS 3
 EL0762'INCHES ABOVE THE GROUND.  THE MARK IS 6.0 FEET SOUTH OF A TREE
 EL0762'WITH A TRIANGLE BLAZE ON IT.
 EL0762'
 EL0762'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NUCKA NO
 EL0762'1 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 EL0762'IS FLUSH WITH THE GROUND.  THE MARK IS 2.5 FEET NORTH OF THE
 EL0762'EXTREME SOUTH EDGE OF THE RIDGE AND IT IS AT THE STATION
 EL0762'ELEVATION.
 EL0762'
 EL0762'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NUCKA
 EL0762'NO 2 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 EL0762'THAT IS FLUSH WITH THE GROUND.  THE MARK IS 1.0 FOOT NORTH OF
 EL0762'THE EXTREME SOUTH EDGE OF THE RIDGE AND IT IS AT THE STATION
 EL0762'ELEVATION.
 EL0762'
 EL0762'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NUCKA 1955 SET
 EL0762'IN A DRILL HOLE IN A BOULDER THAT IS 14 INCHES IN DIAMETER AND IT
 EL0762'PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS 62.0 FEET
 EL0762'SOUTHEAST OF A WHITE WITNESS POST, 2.5 FEET WEST OF A TELEPHONE
 EL0762'POLE AND 1.0 FOOT EAST OF A NORTH SOUTH FENCE LINE.
 EL0762'
 EL0762'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7
 EL0762'AND STATE HIGHWAY 48 IN WAPANUCKA GO SOUTH ON STATE HIGHWAY 48
 EL0762'FOR 0.55 MILE TO A SIDE ROAD LEFT.  (CONTINUE STRAIGHT AHEAD
 EL0762'ON STATE HIGHWAY 48 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 EL0762'RIGHT AS DESCRIBED.) TURN LEFT ON THE SIDE ROAD AND GO EAST FOR
 EL0762'0.25 MILE TO A RANCH HOUSE AND THE END OF TRUCK TRAVEL.
 EL0762'FROM THE RANCH HOUSE PACK NORTHERLY FOR ABOUT 160 YARDS TO
 EL0762'THE SUMMIT OF THE RIDGE AND THE STATION AS DESCRIBED.
 EL0762'
 EL0762'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0825 ***********************************************************************
 GH0825  DESIGNATION -  NUMA
 GH0825  PID         -  GH0825
 GH0825  STATE/COUNTY-  OK/GRANT
 GH0825  COUNTRY     -  US
 GH0825  USGS QUAD   -  DEER CREEK (2018)
 GH0825
 GH0825                         *CURRENT SURVEY CONTROL
 GH0825  ______________________________________________________________________
 GH0825* NAD 83(1997) POSITION- 36 46 18.91469(N) 097 35 17.56088(W)   ADJUSTED
 GH0825* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 GH0825  ______________________________________________________________________
 GH0825  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 GH0825  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 GH0825  HORZ ORDER      -  FIRST
 GH0825
 GH0825.The horizontal coordinates were established by classical geodetic methods
 GH0825.and adjusted by the National Geodetic Survey in October 1998.
 GH0825
 GH0825.The orthometric height was scaled from a topographic map.
 GH0825
 GH0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0825.GEOID18 height accuracy estimate available here.
 GH0825
 GH0825.Click photographs - Photos may exist for this station.
 GH0825
 GH0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0825
 GH0825. The following values were computed from the NAD 83(1997) position.
 GH0825
 GH0825;                    North         East     Units Scale Factor Converg.
 GH0825;SPC OK N     -   196,684.225   636,763.110   MT  1.00000096   +0 14 34.9
 GH0825;SPC OK N     -   645,288.16  2,089,113.64   sFT  1.00000096   +0 14 34.9
 GH0825;UTM  14      - 4,070,500.623   625,993.244   MT  0.99979557   +0 50 42.9
 GH0825
 GH0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0825!SPC OK N     -   0.99995013  x   1.00000096  =   0.99995109
 GH0825!UTM  14      -   0.99995013  x   0.99979557  =   0.99974571
 GH0825
 GH0825:                Primary Azimuth Mark                     Grid Az
 GH0825:SPC OK N     -  NUMA AZ MK                               358 47 48.6
 GH0825:UTM  14      -  NUMA AZ MK                               358 11 40.6
 GH0825
 GH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2599370500(NAD 83)
 GH0825
 GH0825|---------------------------------------------------------------------|
 GH0825| PID    Reference Object                     Distance      Geod. Az  |
 GH0825|                                                           dddmmss.s |
 GH0825| GH0827 DEER CREEK RADIO MAST               APPROX. 5.2 KM 0372541.6 |
 GH0825| GH0828 DEER CREEK MUNICIPAL TANK           APPROX. 7.2 KM 0565835.8 |
 GH0825| GH0826 DEER CREEK CLYDE COOP ELEV          APPROX. 7.2 KM 0603248.5 |
 GH0825| GH0700 NARDIN CLYDE COOP ASSN ELEV         APPROX.13.2 KM 0743411.4 |
 GH0825| CL5883 NUMA RM 1                            26.478 METERS 08953     |
 GH0825| CL5885 NUMA RM 3                            56.754 METERS 09500     |
 GH0825| CL5884 NUMA RM 2                            48.494 METERS 20259     |
 GH0825| GH0829 MEDFORD RAD STA KKI 571 MAST        APPROX.13.6 KM 2872823.0 |
 GH0825| CL5882 NUMA AZ MK                                         3590223.5 |
 GH0825|---------------------------------------------------------------------|
 GH0825
 GH0825                          SUPERSEDED SURVEY CONTROL
 GH0825
 GH0825  NAD 83(1993)-  36 46 18.91595(N)    097 35 17.56106(W) AD(       ) 1
 GH0825  NAD 83(1986)-  36 46 18.92310(N)    097 35 17.55056(W) AD(       ) 1
 GH0825  NAD 27      -  36 46 18.81454(N)    097 35 16.37110(W) AD(       ) 1
 GH0825
 GH0825.Superseded values are not recommended for survey control.
 GH0825
 GH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0825.See file dsdata.pdf to determine how the superseded data were derived.
 GH0825
 GH0825_MARKER: DS = TRIANGULATION STATION DISK
 GH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0825_STAMPING: NUMA 1958
 GH0825_MARK LOGO: CGS
 GH0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0825+STABILITY: SURFACE MOTION
 GH0825
 GH0825  HISTORY     - Date     Condition        Report By
 GH0825  HISTORY     - 1958     MONUMENTED       CGS
 GH0825  HISTORY     - 1963     GOOD             CGS
 GH0825
 GH0825                          STATION DESCRIPTION
 GH0825
 GH0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0825'STATION IS ABOUT 4 MILES WEST AND 2-1/2 MILES SOUTH OF DEER
 GH0825'CREEK, ON THE WEST SIDE OF THE SOUTHWEST 1/4 OF SECTION 36,
 GH0825'T 27 N, R 4 W., AND ACCORDING TO THE GRANT COUNTY RECORDS AT
 GH0825'THE COURTHOUSE IN MEDFORD IS ON LAND OWNED BY MRS. BESSIE MAY
 GH0825'KENNEDY WHO LIVES AT 1716 SOUTH MAIN STREET IN BLACKWELL
 GH0825'OKLAHOMA.
 GH0825'
 GH0825'STATION IS REACHED FROM DEER CREEK, FROM THE DEER CREEK PUBLIC
 GH0825'SCHOOL AT THE NORTH EDGE OF TOWN BY GOING WEST ON STATE HIGHWAY
 GH0825'11 FOR 3.8 MILES TO CROSSROADS, TURN LEFT, SOUTH, ON GRAVELED
 GH0825'ROAD 2.6 MILES TO SOME DESERTED FARM BUILDINGS AND THE STATION
 GH0825'ON THE LEFT.
 GH0825'
 GH0825'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 9 INCH SQUARE,
 GH0825'CONCRETE POSTS.
 GH0825'
 GH0825'STATION MARKS ARE STAMPED NUMA 1958 AND THE SURFACE MARK PROJECTS
 GH0825'4 INCHES.  IT IS 159 FEET NORTHEAST OF A POWERLINE POLE, 137
 GH0825'FEET WEST OF THE NORTHWEST CORNER OF AN OLD DESERTED FARMHOUSE,
 GH0825'50 FEET NORTH OF THE CENTER OF AN ENTRANCE DRIVE TO THE OLD
 GH0825'BUILDINGS AND 26 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 GH0825'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT SOUTHEAST OF
 GH0825'THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 GH0825'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 GH0825'
 GH0825'REFERENCE MARK 1 IS STAMPED NUMA NO 1 1958 AND PROJECTS 5
 GH0825'INCHES.  IT IS 112 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 GH0825'60 FEET NORTH OF THE ENTRANCE DRIVE AND 50 FEET WEST OF THE
 GH0825'NORTHWEST CORNER OF THE HOUSE.
 GH0825'
 GH0825'REFERENCE MARK 2 IS STAMPED NUMA NO 2 1958 AND PROJECTS 8
 GH0825'INCHES.  IT IS 36 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 GH0825'AND 1 FOOT EAST OF THE POWERLINE POLE.
 GH0825'
 GH0825'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTH ON
 GH0825'THE GRAVEL ROAD 0.6 MILE TO CROSSROADS AND THE MARK ON THE
 GH0825'LEFT IN THE SOUTHWEST ANGLE.  IT IS STAMPED NUMA 1958 AND
 GH0825'PROJECTS 4 INCHES.  IT IS 32 FEET WEST OF THE CENTER OF THE
 GH0825'NORTH-SOUTH GRAVEL ROAD, 23 FEET SOUTH OF THE CENTER OF THE
 GH0825'EAST-WEST GRAVEL ROAD AND 3 FEET WEST OF A 7 IN X 7 IN WHITE
 GH0825'CONCRETE CORNER POST.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 GH0825'SET 2 FEET NORTH OF THE MARK.
 GH0825
 GH0825                          STATION RECOVERY (1963)
 GH0825
 GH0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0825'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY O.S.R.
 GH0825'IN 1958.  REFERENCE MARK 1 WAS DESTROYED AT THE REQUEST OF THE
 GH0825'PROPERTY OWNER.  A REFERENCE MARK 3 WAS ESTABLISHED.
 GH0825'
 GH0825'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NUMA NO 3 1958,
 GH0825'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0825'THE GROUND SURFACE.  IT IS 15.5 FEET NORTHEAST OF A CONCRETE
 GH0825'FOUNDATION OF A WELL, 3 FEET NORTHWEST OF THE NORTH END OF
 GH0825'A 2 FOOT HIGH BRICK WALL AND 2.2 FEET NORTH OF THE NORTH WALL
 GH0825'OF THE ENTRANCE TO A CELLAR.  IT IS ABOUT THE SAME ELEVATION
 GH0825'AS THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0329 ***********************************************************************
 FK0329  DESIGNATION -  O 3
 FK0329  PID         -  FK0329
 FK0329  STATE/COUNTY-  OK/BECKHAM
 FK0329  COUNTRY     -  US
 FK0329  USGS QUAD   -  ELK CITY (2018)
 FK0329
 FK0329                         *CURRENT SURVEY CONTROL
 FK0329  ______________________________________________________________________
 FK0329* NAD 83(1986) POSITION- 35 23 57.     (N) 099 22 53.     (W)   SCALED
 FK0329* NAVD 88 ORTHO HEIGHT -   592.441 (meters)     1943.70  (feet) ADJUSTED
 FK0329  ______________________________________________________________________
 FK0329  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 FK0329  DYNAMIC HEIGHT  -        591.823 (meters)     1941.67  (feet) COMP
 FK0329  MODELED GRAVITY -    979,571.6   (mgal)                       NAVD 88
 FK0329
 FK0329  VERT ORDER      -  FIRST     CLASS II
 FK0329
 FK0329.The horizontal coordinates were scaled from a map and have
 FK0329.an estimated accuracy of +/- 6 seconds.
 FK0329
 FK0329.The orthometric height was determined by differential leveling and
 FK0329.adjusted by the NATIONAL GEODETIC SURVEY
 FK0329.in June 1991.
 FK0329
 FK0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0329.GEOID18 height accuracy estimate available here.
 FK0329
 FK0329.Click photographs - Photos may exist for this station.
 FK0329
 FK0329.The dynamic height is computed by dividing the NAVD 88
 FK0329.geopotential number by the normal gravity value computed on the
 FK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0329.degrees latitude (g = 980.6199 gals.).
 FK0329
 FK0329.The modeled gravity was interpolated from observed gravity values.
 FK0329
 FK0329;                    North         East    Units  Estimated Accuracy
 FK0329;SPC OK S     -   230,020.      474,510.      MT  (+/- 180 meters Scaled)
 FK0329
 FK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME653173(NAD 83)
 FK0329
 FK0329                          SUPERSEDED SURVEY CONTROL
 FK0329
 FK0329  NGVD 29 (??/??/92)  592.183  (m)         1942.85   (f) ADJ UNCH    1 2
 FK0329
 FK0329.Superseded values are not recommended for survey control.
 FK0329
 FK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0329.See file dsdata.pdf to determine how the superseded data were derived.
 FK0329
 FK0329_MARKER: P = PIPE CAP
 FK0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0329_STAMPING: W 174 1953
 FK0329_MARK LOGO: CGS
 FK0329_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0329
 FK0329  HISTORY     - Date     Condition        Report By
 FK0329  HISTORY     - 1909     MONUMENTED       CGS
 FK0329  HISTORY     - 1934     GOOD             CGS
 FK0329
 FK0329                          STATION DESCRIPTION
 FK0329
 FK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0329'1.6 MI E FROM ELK CITY.
 FK0329'NEAR FENCE LINE ON EAST SIDE OF ROAD AT CROSSING ONE MILE WEST
 FK0329'OF WASHITA AND BECKHAM COUNTY LINE, ROAD, 15 METERS SOUTH OF THE
 FK0329'CENTER LINE OF THE MAIN TRACK OF THE CHICAGO, ROCK ISLAND AND
 FK0329'PACIFIC RAILWAY.  ABOUT 1.6 MILES EAST OF ELK CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9639 ***********************************************************************
 DR9639  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9639  DESIGNATION -  O 58 530
 DR9639  PID         -  DR9639
 DR9639  STATE/COUNTY-  OK/OTTAWA
 DR9639  COUNTRY     -  US
 DR9639  USGS QUAD   -  WYANDOTTE (2018)
 DR9639
 DR9639                         *CURRENT SURVEY CONTROL
 DR9639  ______________________________________________________________________
 DR9639* NAD 83(2011) POSITION- 36 52 15.70959(N) 094 41 55.16406(W)   ADJUSTED
 DR9639* NAD 83(2011) ELLIP HT-   237.218 (meters)        (01/10/24)   ADJUSTED
 DR9639* NAD 83(2011) EPOCH   -  2010.00
 DR9639* NAVD 88 ORTHO HEIGHT -   266.51  (meters)      874.4   (feet) GPS OBS
 DR9639  ______________________________________________________________________
 DR9639  GEOID HEIGHT    -        -29.292 (meters)                     GEOID18
 DR9639  NAD 83(2011) X  -   -418,486.730 (meters)                     COMP
 DR9639  NAD 83(2011) Y  - -5,091,614.494 (meters)                     COMP
 DR9639  NAD 83(2011) Z  -  3,806,095.274 (meters)                     COMP
 DR9639  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 DR9639
 DR9639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9639  Standards:
 DR9639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9639  -------------------------------------------------------------------
 DR9639  NETWORK    0.48   0.98           0.21   0.18   0.50      0.04346322
 DR9639  -------------------------------------------------------------------
 DR9639  Click here for local accuracies and other accuracy information.
 DR9639
 DR9639.The horizontal coordinates were established by GPS observations
 DR9639.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9639
 DR9639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9639.been affixed to the stable North American tectonic plate. See 
 DR9639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9639
 DR9639.The horizontal coordinates are valid at the epoch date displayed above
 DR9639.which is a decimal equivalence of Year/Month/Day.
 DR9639
 DR9639.The orthometric height was determined by GPS observations and a
 DR9639.high-resolution geoid model using precise GPS observation and
 DR9639.processing techniques.
 DR9639
 DR9639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9639.GEOID18 height accuracy estimate available here.
 DR9639
 DR9639.Click photographs - Photos may exist for this station.
 DR9639
 DR9639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9639
 DR9639.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9639
 DR9639.The ellipsoidal height was determined by GPS observations
 DR9639.and is referenced to NAD 83.
 DR9639
 DR9639. The following values were computed from the NAD 83(2011) position.
 DR9639
 DR9639;                    North         East     Units Scale Factor Converg.
 DR9639;SPC OK N     -   212,609.209   894,303.024   MT  1.00002071   +1 56 53.8
 DR9639;SPC OK N     -   697,535.38  2,934,059.17   sFT  1.00002071   +1 56 53.8
 DR9639;UTM  15      - 4,081,912.358   348,599.058   MT  0.99988239   -1 01 09.9
 DR9639
 DR9639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9639!SPC OK N     -   0.99996277  x   1.00002071  =   0.99998348
 DR9639!UTM  15      -   0.99996277  x   0.99988239  =   0.99984517
 DR9639
 DR9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4859981912(NAD 83)
 DR9639
 DR9639                          SUPERSEDED SURVEY CONTROL
 DR9639
 DR9639.No superseded survey control is available for this station.
 DR9639
 DR9639_MARKER: DD = SURVEY DISK
 DR9639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9639+WITH SETTING: INFORMATION.
 DR9639_STAMPING: EST PRIMARY CONTROL
 DR9639_PROJECTION: FLUSH
 DR9639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR9639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9639+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2023
 DR9639
 DR9639  HISTORY     - Date     Condition        Report By
 DR9639  HISTORY     - 20130531 MONUMENTED       LOCSUR
 DR9639  HISTORY     - 20231204 GOOD             OKDOT
 DR9639
 DR9639                          STATION DESCRIPTION
 DR9639
 DR9639'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9639'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST OF MIAMI, 5.6 MI (9.0
 DR9639'KM) NORTH-NORTHEAST OF WYANDOTTE AND 3.4 MI (5.5 KM) SOUTH-SOUTHWEST
 DR9639'OF PEORIA.
 DR9639'
 DR9639'THE MONUMENT WAS PLACED BY RANDALL RICHARD PAYNE, PLS 1811 IN 2013 FOR
 DR9639'SWO4724.
 DR9639'
 DR9639'MONUMENT IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SH 10C
 DR9639'AND SH10.  IT IS 102 FT (31.1 M) SOUTH OF SOUTH EDGE OF ASPHALT FOR SH
 DR9639'10C, 87 FT (26.5 M) WEST OF WEST EDGE OF ASPHALT FOR SH10.  IT IS 5 FT
 DR9639'(1.5 M) NORTHEAST OF RIGHT-OF-WAY FENCE.
 DR9639'
 DR9639'MONUMENT FOUND IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9640 ***********************************************************************
 DR9640  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9640  DESIGNATION -  O 58 641
 DR9640  PID         -  DR9640
 DR9640  STATE/COUNTY-  OK/OTTAWA
 DR9640  COUNTRY     -  US
 DR9640  USGS QUAD   -  AFTON NE (2018)
 DR9640
 DR9640                         *CURRENT SURVEY CONTROL
 DR9640  ______________________________________________________________________
 DR9640* NAD 83(2011) POSITION- 36 44 53.24152(N) 094 51 13.18074(W)   ADJUSTED
 DR9640* NAD 83(2011) ELLIP HT-   222.892 (meters)        (01/10/24)   ADJUSTED
 DR9640* NAD 83(2011) EPOCH   -  2010.00
 DR9640* NAVD 88 ORTHO HEIGHT -   252.10  (meters)      827.1   (feet) GPS OBS
 DR9640  ______________________________________________________________________
 DR9640  GEOID HEIGHT    -        -29.214 (meters)                     GEOID18
 DR9640  NAD 83(2011) X  -   -432,950.254 (meters)                     COMP
 DR9640  NAD 83(2011) Y  - -5,098,595.528 (meters)                     COMP
 DR9640  NAD 83(2011) Z  -  3,795,166.024 (meters)                     COMP
 DR9640  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 DR9640
 DR9640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9640  Standards:
 DR9640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9640  -------------------------------------------------------------------
 DR9640  NETWORK    0.47   0.94           0.20   0.18   0.48      0.03155627
 DR9640  -------------------------------------------------------------------
 DR9640  Click here for local accuracies and other accuracy information.
 DR9640
 DR9640.The horizontal coordinates were established by GPS observations
 DR9640.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9640
 DR9640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9640.been affixed to the stable North American tectonic plate. See 
 DR9640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9640
 DR9640.The horizontal coordinates are valid at the epoch date displayed above
 DR9640.which is a decimal equivalence of Year/Month/Day.
 DR9640
 DR9640.The orthometric height was determined by GPS observations and a
 DR9640.high-resolution geoid model using precise GPS observation and
 DR9640.processing techniques.
 DR9640
 DR9640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9640.GEOID18 height accuracy estimate available here.
 DR9640
 DR9640.Click photographs - Photos may exist for this station.
 DR9640
 DR9640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9640
 DR9640.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9640
 DR9640.The ellipsoidal height was determined by GPS observations
 DR9640.and is referenced to NAD 83.
 DR9640
 DR9640. The following values were computed from the NAD 83(2011) position.
 DR9640
 DR9640;                    North         East     Units Scale Factor Converg.
 DR9640;SPC OK N     -   198,517.836   880,931.817   MT  0.99999667   +1 51 24.5
 DR9640;SPC OK N     -   651,303.93  2,890,190.47   sFT  0.99999667   +1 51 24.5
 DR9640;UTM  15      - 4,068,533.285   334,517.800   MT  0.99993738   -1 06 33.5
 DR9640
 DR9640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9640!SPC OK N     -   0.99996502  x   0.99999667  =   0.99996169
 DR9640!UTM  15      -   0.99996502  x   0.99993738  =   0.99990240
 DR9640
 DR9640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3451768533(NAD 83)
 DR9640
 DR9640                          SUPERSEDED SURVEY CONTROL
 DR9640
 DR9640.No superseded survey control is available for this station.
 DR9640
 DR9640_MARKER: DD = SURVEY DISK
 DR9640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9640_STAMPING: OLSSON ASSOCIATES OKCA 2483 O-58-641
 DR9640_MARK LOGO: OLSSON
 DR9640_PROJECTION: FLUSH
 DR9640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9640+STABILITY: SURFACE MOTION
 DR9640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9640+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2023
 DR9640
 DR9640  HISTORY     - Date     Condition        Report By
 DR9640  HISTORY     - 20150701 MONUMENTED       OLSSON
 DR9640  HISTORY     - 20231210 GOOD             OKDOT
 DR9640
 DR9640                          STATION DESCRIPTION
 DR9640
 DR9640'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9640'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF MIAMI, 7.8 MI
 DR9640'(12.6 KM) WEST-SOUTHWEST OF WYANDOTTE AND 7.1 MI (11.4 KM)
 DR9640'EAST-NORTHEAST OF AFTON.
 DR9640'
 DR9640'THE MONUMENT WAS SET IN 2015 BY OLSSON ASSOCIATES AS PART OF SWO4955.
 DR9640'IT IS A 2.5" ALUMINUM CAP.
 DR9640'
 DR9640'THE MONUMENT IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SH
 DR9640'125 AND US 60.  IT IS 38.4 FT (11.7 M) SOUTHEAST OF THE CENTERLINE OF
 DR9640'US 60 AND 34.4 FT (10.5 M) SOUTHWEST OF THE CENTERLINE OF N. LOCUST
 DR9640'ST.
 DR9640'
 DR9640'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9641 ***********************************************************************
 DR9641  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9641  DESIGNATION -  O 58 692
 DR9641  PID         -  DR9641
 DR9641  STATE/COUNTY-  OK/OTTAWA
 DR9641  COUNTRY     -  US
 DR9641  USGS QUAD   -  MIAMI SE (2018)
 DR9641
 DR9641                         *CURRENT SURVEY CONTROL
 DR9641  ______________________________________________________________________
 DR9641* NAD 83(2011) POSITION- 36 47 40.38664(N) 094 46 16.28073(W)   ADJUSTED
 DR9641* NAD 83(2011) ELLIP HT-   204.780 (meters)        (01/10/24)   ADJUSTED
 DR9641* NAD 83(2011) EPOCH   -  2010.00
 DR9641* NAVD 88 ORTHO HEIGHT -   233.99  (meters)      767.7   (feet) GPS OBS
 DR9641  ______________________________________________________________________
 DR9641  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 DR9641  NAD 83(2011) X  -   -425,353.068 (meters)                     COMP
 DR9641  NAD 83(2011) Y  - -5,096,125.218 (meters)                     COMP
 DR9641  NAD 83(2011) Z  -  3,799,282.556 (meters)                     COMP
 DR9641  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 DR9641
 DR9641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9641  Standards:
 DR9641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9641  -------------------------------------------------------------------
 DR9641  NETWORK    0.47   0.96           0.20   0.18   0.49      0.03482300
 DR9641  -------------------------------------------------------------------
 DR9641  Click here for local accuracies and other accuracy information.
 DR9641
 DR9641.The horizontal coordinates were established by GPS observations
 DR9641.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9641
 DR9641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9641.been affixed to the stable North American tectonic plate. See 
 DR9641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9641
 DR9641.The horizontal coordinates are valid at the epoch date displayed above
 DR9641.which is a decimal equivalence of Year/Month/Day.
 DR9641
 DR9641.The orthometric height was determined by GPS observations and a
 DR9641.high-resolution geoid model using precise GPS observation and
 DR9641.processing techniques.
 DR9641
 DR9641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9641.GEOID18 height accuracy estimate available here.
 DR9641
 DR9641.Click photographs - Photos may exist for this station.
 DR9641
 DR9641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9641
 DR9641.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9641
 DR9641.The ellipsoidal height was determined by GPS observations
 DR9641.and is referenced to NAD 83.
 DR9641
 DR9641. The following values were computed from the NAD 83(2011) position.
 DR9641
 DR9641;                    North         East     Units Scale Factor Converg.
 DR9641;SPC OK N     -   203,909.164   888,121.636   MT  1.00000521   +1 54 19.7
 DR9641;SPC OK N     -   668,991.98  2,913,779.07   sFT  1.00000521   +1 54 19.7
 DR9641;UTM  15      - 4,073,544.930   341,976.397   MT  0.99990765   -1 03 39.8
 DR9641
 DR9641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9641!SPC OK N     -   0.99996786  x   1.00000521  =   0.99997307
 DR9641!UTM  15      -   0.99996786  x   0.99990765  =   0.99987552
 DR9641
 DR9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4197673544(NAD 83)
 DR9641
 DR9641                          SUPERSEDED SURVEY CONTROL
 DR9641
 DR9641.No superseded survey control is available for this station.
 DR9641
 DR9641_MARKER: DD = SURVEY DISK
 DR9641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9641+WITH SETTING: INFORMATION.
 DR9641_STAMPING: BENNETT CA4502
 DR9641_MARK LOGO: BENNET
 DR9641_PROJECTION: FLUSH
 DR9641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9641+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2023
 DR9641
 DR9641  HISTORY     - Date     Condition        Report By
 DR9641  HISTORY     - 20210414 MONUMENTED       BENNET
 DR9641  HISTORY     - 20231210 GOOD             OKDOT
 DR9641
 DR9641                          STATION DESCRIPTION
 DR9641
 DR9641'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9641'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF PEORIA, 8.1
 DR9641'MI (13.0 KM) SOUTHEAST OF MIAMI AND 2.6 MI (4.2 KM) WEST OF WYANDOTTE.
 DR9641'THE MONUMENT WAS SET IN 2021 BY CLIFF BENNETT FOR SWO5077.
 DR9641'
 DR9641'THE MONUMENT IS 328.81 FT (100.2 M) NORTH AND 882.21 FT (268.9 M) EAST
 DR9641'OF THE CENTER OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 23 EAST OF THE
 DR9641'INDIAN BASE AND MERIDIAN.
 DR9641'
 DR9641'TO REACH THE MONUMENT FROM THE INTERSECTION OF SH 125 AND US 60 DRIVE
 DR9641'NE ALONG US 60 FOR APPROXIMATELY 5.6 MI (9.0 KM).  THE MONUMENT IS
 DR9641'APPROXIMATELY 18 FT (5.5 M) NORTHWEST OF THE NORTHWEST EDGE OF ASPHALT
 DR9641'OF US 60.
 DR9641'
 DR9641'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9642 ***********************************************************************
 DR9642  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9642  DESIGNATION -  O 58 736
 DR9642  PID         -  DR9642
 DR9642  STATE/COUNTY-  OK/OTTAWA
 DR9642  COUNTRY     -  US
 DR9642  USGS QUAD   -  WYANDOTTE (2018)
 DR9642
 DR9642                         *CURRENT SURVEY CONTROL
 DR9642  ______________________________________________________________________
 DR9642* NAD 83(2011) POSITION- 36 52 16.47343(N) 094 42 54.73721(W)   ADJUSTED
 DR9642* NAD 83(2011) ELLIP HT-   243.684 (meters)        (01/10/24)   ADJUSTED
 DR9642* NAD 83(2011) EPOCH   -  2010.00
 DR9642* NAVD 88 ORTHO HEIGHT -   272.98  (meters)      895.6   (feet) GPS OBS
 DR9642  ______________________________________________________________________
 DR9642  GEOID HEIGHT    -        -29.303 (meters)                     GEOID18
 DR9642  NAD 83(2011) X  -   -419,956.530 (meters)                     COMP
 DR9642  NAD 83(2011) Y  - -5,091,484.489 (meters)                     COMP
 DR9642  NAD 83(2011) Z  -  3,806,117.992 (meters)                     COMP
 DR9642  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 DR9642
 DR9642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9642  Standards:
 DR9642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9642  -------------------------------------------------------------------
 DR9642  NETWORK    0.49   1.00           0.21   0.19   0.51      0.05236825
 DR9642  -------------------------------------------------------------------
 DR9642  Click here for local accuracies and other accuracy information.
 DR9642
 DR9642.The horizontal coordinates were established by GPS observations
 DR9642.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9642
 DR9642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9642.been affixed to the stable North American tectonic plate. See 
 DR9642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9642
 DR9642.The horizontal coordinates are valid at the epoch date displayed above
 DR9642.which is a decimal equivalence of Year/Month/Day.
 DR9642
 DR9642.The orthometric height was determined by GPS observations and a
 DR9642.high-resolution geoid model using precise GPS observation and
 DR9642.processing techniques.
 DR9642
 DR9642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9642.GEOID18 height accuracy estimate available here.
 DR9642
 DR9642.Click photographs - Photos may exist for this station.
 DR9642
 DR9642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9642
 DR9642.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9642
 DR9642.The ellipsoidal height was determined by GPS observations
 DR9642.and is referenced to NAD 83.
 DR9642
 DR9642. The following values were computed from the NAD 83(2011) position.
 DR9642
 DR9642;                    North         East     Units Scale Factor Converg.
 DR9642;SPC OK N     -   212,582.706   892,827.588   MT  1.00002075   +1 56 18.6
 DR9642;SPC OK N     -   697,448.43  2,929,218.51   sFT  1.00002075   +1 56 18.6
 DR9642;UTM  15      - 4,081,962.273   347,124.428   MT  0.99988792   -1 01 45.7
 DR9642
 DR9642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9642!SPC OK N     -   0.99996176  x   1.00002075  =   0.99998251
 DR9642!UTM  15      -   0.99996176  x   0.99988792  =   0.99984968
 DR9642
 DR9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4712481962(NAD 83)
 DR9642
 DR9642                          SUPERSEDED SURVEY CONTROL
 DR9642
 DR9642.No superseded survey control is available for this station.
 DR9642
 DR9642_MARKER: DD = SURVEY DISK
 DR9642_SP_SET: BRASS CAP SET IN A FENO SPIKE
 DR9642_STAMPING: O-58-736
 DR9642_MARK LOGO: OKDOT
 DR9642_PROJECTION: FLUSH
 DR9642_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR9642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9642+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2023
 DR9642
 DR9642  HISTORY     - Date     Condition        Report By
 DR9642  HISTORY     - 20180301 MONUMENTED       OKDOT
 DR9642  HISTORY     - 20231209 GOOD             OKDOT
 DR9642
 DR9642                          STATION DESCRIPTION
 DR9642
 DR9642'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9642'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF MIAMI, 5.4 MI (8.7
 DR9642'KM) NORTH OF WYANDOTTE AND 3.9 MI (6.3 KM) SOUTHWEST OF PEORIA.
 DR9642'
 DR9642'TO REACH MONUMENT FROM THE INTERSECTION OF SH 10 AND SH 10C GO 0.94 MI
 DR9642'(1.51 KM) WEST.
 DR9642'
 DR9642'THE MONUMENT IS APPROXIMATELY 33 FT (10.1 M) SOUTH OF THE SOUTH EDGE
 DR9642'OF ASPHALT OF SH 10 AND APPROXIMATELY 12 FT (3.7 M) NORTH OF BRICK
 DR9642'FLOWER BED THAT THE SIGN FOR THE EASTSIDE ASSEMBLY OF GOD.
 DR9642'
 DR9642'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0581 ***********************************************************************
 EM0581  DESIGNATION -  OAK
 EM0581  PID         -  EM0581
 EM0581  STATE/COUNTY-  OK/COMANCHE
 EM0581  COUNTRY     -  US
 EM0581  USGS QUAD   -  FLETCHER (2018)
 EM0581
 EM0581                         *CURRENT SURVEY CONTROL
 EM0581  ______________________________________________________________________
 EM0581* NAD 83(1993) POSITION- 34 47 50.97330(N) 098 08 27.95287(W)   ADJUSTED
 EM0581* NAVD 88 ORTHO HEIGHT -   432.7   (meters)     1420.    (feet) VERTCON3
 EM0581  ______________________________________________________________________
 EM0581  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 EM0581  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 EM0581  HORZ ORDER      -  SECOND
 EM0581
 EM0581.The horizontal coordinates were established by classical geodetic methods
 EM0581.and adjusted by the National Geodetic Survey in November 1994.
 EM0581
 EM0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0581
 EM0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0581.GEOID18 height accuracy estimate available here.
 EM0581
 EM0581.Click photographs - Photos may exist for this station.
 EM0581
 EM0581.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0581
 EM0581. The following values were computed from the NAD 83(1993) position.
 EM0581
 EM0581;                    North         East     Units Scale Factor Converg.
 EM0581;SPC OK S     -   162,419.407   587,088.509   MT  0.99994285   -0 04 48.3
 EM0581;SPC OK S     -   532,871.00  1,926,139.55   sFT  0.99994285   -0 04 48.3
 EM0581;UTM  14      - 3,850,922.228   578,569.865   MT  0.99967608   +0 29 24.7
 EM0581
 EM0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0581!SPC OK S     -   0.99993621  x   0.99994285  =   0.99987907
 EM0581!UTM  14      -   0.99993621  x   0.99967608  =   0.99961231
 EM0581
 EM0581:                Primary Azimuth Mark                     Grid Az
 EM0581:SPC OK S     -  OAK AZ MK                                093 28 15.7
 EM0581:UTM  14      -  OAK AZ MK                                092 54 02.7
 EM0581
 EM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7856950922(NAD 83)
 EM0581
 EM0581|---------------------------------------------------------------------|
 EM0581| PID    Reference Object                     Distance      Geod. Az  |
 EM0581|                                                           dddmmss.s |
 EM0581| EM0587 CEMENT MUNICIPAL STANDPIPE          APPROX.15.2 KM 0014502.0 |
 EM0581| CX7842 OAK AZ MK                                          0932327.4 |
 EM0581| CX7843 OAK RM 1                             10.358 METERS 13922     |
 EM0581| CX7844 OAK RM 2                             19.943 METERS 25106     |
 EM0581| EM0579 FLETCHER MUNICIPAL TANK             APPROX. 9.8 KM 2884550.2 |
 EM0581| EM0585 CYRIL MUNICIPAL TANK                APPROX.12.4 KM 3321804.1 |
 EM0581|---------------------------------------------------------------------|
 EM0581
 EM0581                          SUPERSEDED SURVEY CONTROL
 EM0581
 EM0581  NAD 83(1986)-  34 47 50.97886(N)    098 08 27.93760(W) AD(       ) 2
 EM0581  NAD 27      -  34 47 50.73000(N)    098 08 26.77200(W) AD(       ) 2
 EM0581  NGVD 29 (07/19/86)  432.6    (m)         1419.     (f) VERT ANG       
 EM0581
 EM0581.Superseded values are not recommended for survey control.
 EM0581
 EM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0581.See file dsdata.pdf to determine how the superseded data were derived.
 EM0581
 EM0581_MARKER: DS = TRIANGULATION STATION DISK
 EM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0581_STAMPING: OAK 1947
 EM0581_MARK LOGO: CGS
 EM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0581+STABILITY: SURFACE MOTION
 EM0581
 EM0581  HISTORY     - Date     Condition        Report By
 EM0581  HISTORY     - 1947     MONUMENTED       CGS
 EM0581  HISTORY     - 1963     GOOD             CGS
 EM0581  HISTORY     - 1976     GOOD             NGS
 EM0581
 EM0581                          STATION DESCRIPTION
 EM0581
 EM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0581'THE STATION IS LOCATED ON THE SUMMIT OF A SANDY KNOLL COVERED
 EM0581'WITH SCRUB OAK BUSHES.  IT IS ABOUT 6 MILES EAST-SOUTHEAST OF
 EM0581'FLETCHER, 3.5 MILES NORTH-NORTHEAST OF STERLING, 125 YARDS
 EM0581'NORTHEAST OF A CROSSROAD, 175 FEET EAST OF A NORTH-SOUTH FENCE
 EM0581'LINE, AND 6 FEET WEST-NORTHWEST OF A WITNESS POST.  IT PROJECTS
 EM0581'3 INCHES AND IS STAMPED OAK 1947.
 EM0581'
 EM0581'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE KNOLL AND
 EM0581'IS ABOUT 2 FEET LOWER THAN THE STATION.  IT PROJECTS 4 INCHES AND
 EM0581'IS STAMPED OAK NO 1 1947.
 EM0581'
 EM0581'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE KNOLL AND
 EM0581'IS ABOUT 4.5 FEET LOWER THAN THE STATION.  IT PROJECTS 2 INCHES
 EM0581'AND IS STAMPED OAK NO 2 1947.
 EM0581'
 EM0581'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 23.5 FEET NORTH OF
 EM0581'THE CENTER OF A GRADED ROAD, 3 FEET WEST OF AN ELM TREE, AND 2
 EM0581'FEET NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 EM0581'STAMPED OAK 1947.
 EM0581'
 EM0581'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FLETCHER,
 EM0581'GO EAST ON THE MAIN STREET FOR 0.85 MILE TO A FORK, TAKE RIGHT
 EM0581'FORK AND GO 0.75 MILE TO A CROSSROAD, TURN LEFT, EAST, AND GO 3.1
 EM0581'MILE TO A CROSSROAD, TURN RIGHT, SOUTH, AND GO 1.05 MILES
 EM0581'TO A CROSSROAD, TURN LEFT, EAST, AND GO 2.0 MILES TO A CROSSROAD
 EM0581'AT THE TOP OF A HILL, PACK NORTHEAST 120 YARDS TO THE SUMMIT OF
 EM0581'A SANDY KNOLL AND THE STATION AS DESCRIBED.
 EM0581'
 EM0581'A 4 FOOT SIGNAL AT FLETCHER IS VISIBLE AT 4 FEET.
 EM0581'
 EM0581'A 4 FOOT SIGNAL AT KECHI 1902 IS VISIBLE AT 4 FEET.
 EM0581'
 EM0581'A 4 FOOT SIGNAL AT ACME IS VISIBLE AT 4 FEET.
 EM0581'
 EM0581'A 100 FOOT SIGNAL AT BURNS IS VISIBLE AT 4 FEET.
 EM0581
 EM0581                          STATION RECOVERY (1963)
 EM0581
 EM0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0581'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0581'CONDITION AS DESCRIBED IN THE ORIGIONAL DESCRIPTION.
 EM0581'
 EM0581'THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 EM0581'65 AND 17 AT THE WEST EDGE OF STERLING, BY GOING NORTH ON A
 EM0581'GRADED ROAD FOR 3.25 MILES TO A CROSS ROAD, TURN RIGHT AND GO
 EM0581'EAST FOR 2.0 MILES TO A NORTH-SOUTH SECTION LINE AND THE STATION
 EM0581'ABOUT 125 YARDS NORTHEAST ON THE HIGHEST POINT.
 EM0581'
 EM0581'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE NORTH-SOUTH SECTION
 EM0581'LINE, ON THE NORTH SIDE OF THE ROAD.
 EM0581
 EM0581                          STATION RECOVERY (1976)
 EM0581
 EM0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 EM0581'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN
 EM0581'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0919 ***********************************************************************
 EL0919  DESIGNATION -  OAK
 EL0919  PID         -  EL0919
 EL0919  STATE/COUNTY-  OK/CARTER
 EL0919  COUNTRY     -  US
 EL0919  USGS QUAD   -  HEALDTON SW (2018)
 EL0919
 EL0919                         *CURRENT SURVEY CONTROL
 EL0919  ______________________________________________________________________
 EL0919* NAD 83(1993) POSITION- 34 06 53.75409(N) 097 26 44.54953(W)   ADJUSTED
 EL0919* NAVD 88 ORTHO HEIGHT -   316.    (meters)     1037.    (feet) SCALED
 EL0919  ______________________________________________________________________
 EL0919  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 EL0919  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 EL0919  HORZ ORDER      -  FIRST
 EL0919
 EL0919.The horizontal coordinates were established by classical geodetic methods
 EL0919.and adjusted by the National Geodetic Survey in November 1994.
 EL0919
 EL0919.The orthometric height was scaled from a topographic map.
 EL0919
 EL0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0919.GEOID18 height accuracy estimate available here.
 EL0919
 EL0919.Click photographs - Photos may exist for this station.
 EL0919
 EL0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0919
 EL0919. The following values were computed from the NAD 83(1993) position.
 EL0919
 EL0919;                    North         East     Units Scale Factor Converg.
 EL0919;SPC OK S     -    86,838.075   651,137.231   MT  0.99996926   +0 18 52.7
 EL0919;SPC OK S     -   284,901.25  2,136,272.73   sFT  0.99996926   +0 18 52.7
 EL0919;UTM  14      - 3,775,990.149   643,348.453   MT  0.99985331   +0 52 18.8
 EL0919
 EL0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0919!SPC OK S     -   0.99995444  x   0.99996926  =   0.99992371
 EL0919!UTM  14      -   0.99995444  x   0.99985331  =   0.99980776
 EL0919
 EL0919:                Primary Azimuth Mark                     Grid Az
 EL0919:SPC OK S     -  OAK AZ MK                                091 18 30.9
 EL0919:UTM  14      -  OAK AZ MK                                090 45 04.8
 EL0919
 EL0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4334875990(NAD 83)
 EL0919
 EL0919|---------------------------------------------------------------------|
 EL0919| PID    Reference Object                     Distance      Geod. Az  |
 EL0919|                                                           dddmmss.s |
 EL0919| EL0921 WILSON MUNICIPAL TANK               APPROX. 5.5 KM 0202555.4 |
 EL0919| CY2694 OAK AZ MK                                          0913723.6 |
 EL0919| CY2695 OAK RM 1                             29.670 METERS 11422     |
 EL0919| CY2696 OAK RM 2                             24.750 METERS 24000     |
 EL0919| EL0941 RINGLING MUNICIPAL TANK             APPROX.15.6 KM 2971658.2 |
 EL0919| EL0920 ZANEIS CONSOL SCH WATER TANK        APPROX. 8.1 KM 3214907.4 |
 EL0919| EL0940 WIRT SERV PLINE KKE 766 MAST        APPROX.14.3 KM 3233028.2 |
 EL0919|---------------------------------------------------------------------|
 EL0919
 EL0919                          SUPERSEDED SURVEY CONTROL
 EL0919
 EL0919  NAD 83(1986)-  34 06 53.75830(N)    097 26 44.53946(W) AD(       ) 1
 EL0919  NAD 27      -  34 06 53.41820(N)    097 26 43.45540(W) AD(       ) 1
 EL0919
 EL0919.Superseded values are not recommended for survey control.
 EL0919
 EL0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0919.See file dsdata.pdf to determine how the superseded data were derived.
 EL0919
 EL0919_MARKER: DS = TRIANGULATION STATION DISK
 EL0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0919_STAMPING: OAK 1955
 EL0919_MARK LOGO: CGS
 EL0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0919+STABILITY: SURFACE MOTION
 EL0919
 EL0919  HISTORY     - Date     Condition        Report By
 EL0919  HISTORY     - 1955     MONUMENTED       CGS
 EL0919
 EL0919                          STATION DESCRIPTION
 EL0919
 EL0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0919'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 1 MILE WEST
 EL0919'OF WILSON, ON A TIMBER-COVERED RIDGE, THE LAND BELONGING
 EL0919'TO MR. R.H. SIMMONS.  THE STATION MARK IS 58 FEET NORTH
 EL0919'OF THE CENTER OF A DIRT ROAD, 36 FEET NORTH OF A HIGH LINE
 EL0919'POLE THAT HAS A TRIANGLE BLAZE AND 3 FEET NORTH OF A WITNESS
 EL0919'POST.  IT PROJECTS 5 INCHES AND IS STAMPED OAK 1955.
 EL0919'
 EL0919'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF THE CENTER OF THE
 EL0919'DIRT ROAD AND 6 INCHES NORTH OF AN EAST WEST FENCE LINE.
 EL0919'IT PROJECTS 6 INCHES AND IS STAMPED OAK NO 1 1955.
 EL0919'
 EL0919'REFERENCE MARK NO. 2 IS 17 FEET NORTH OF THE CENTER OF THE
 EL0919'DIRT ROAD AND 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.
 EL0919'IT PROJECTS 6 INCHES AND IS STAMPED OAK NO 2 1955.
 EL0919'
 EL0919'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF A DIRT
 EL0919'ROAD, 12 FEET WEST OF THE CENTER OF A WIRE GATE AND 1-1/2
 EL0919'FEET WEST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 EL0919'STAMPED OAK 1955.
 EL0919'
 EL0919'TO REACH THE STATION FROM THE POST OFFICE IN WILSON GO EAST
 EL0919'ON STATE HIGHWAY 76 FOR 0.1 MILE, TURN RIGHT AND GO SOUTH
 EL0919'ON STATE HIGHWAY 76 FOR 3.2 MILES TO A T ROAD RIGHT, TURN RIGHT
 EL0919'AND GO WEST ON GRADED DIRT ROAD FOR 0.9 MILE TO THE AZIMUTH
 EL0919'MARK ON THE LEFT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.45
 EL0919'MILE TO THE STATION AND REFERENCE MARKS ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0778 ***********************************************************************
 GH0778  DESIGNATION -  OAK
 GH0778  PID         -  GH0778
 GH0778  STATE/COUNTY-  OK/LOGAN
 GH0778  COUNTRY     -  US
 GH0778  USGS QUAD   -  BRIDGE CREEK (2018)
 GH0778
 GH0778                         *CURRENT SURVEY CONTROL
 GH0778  ______________________________________________________________________
 GH0778* NAD 83(1993) POSITION- 36 02 10.65634(N) 097 35 11.42329(W)   ADJUSTED
 GH0778* NAVD 88 ORTHO HEIGHT -   319.    (meters)     1047.    (feet) SCALED
 GH0778  ______________________________________________________________________
 GH0778  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 GH0778  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 GH0778  HORZ ORDER      -  THIRD
 GH0778
 GH0778.The horizontal coordinates were established by classical geodetic methods
 GH0778.and adjusted by the National Geodetic Survey in November 1994.
 GH0778
 GH0778.The orthometric height was scaled from a topographic map.
 GH0778
 GH0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0778.GEOID18 height accuracy estimate available here.
 GH0778
 GH0778.Click photographs - Photos may exist for this station.
 GH0778
 GH0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0778
 GH0778. The following values were computed from the NAD 83(1993) position.
 GH0778
 GH0778;                    North         East     Units Scale Factor Converg.
 GH0778;SPC OK N     -   115,058.816   637,262.962   MT  0.99994802   +0 14 38.5
 GH0778;SPC OK N     -   377,488.80  2,090,753.57   sFT  0.99994802   +0 14 38.5
 GH0778;UTM  14      - 3,988,898.116   627,340.426   MT  0.99979980   +0 49 54.0
 GH0778
 GH0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0778!SPC OK N     -   0.99995427  x   0.99994802  =   0.99990230
 GH0778!UTM  14      -   0.99995427  x   0.99979980  =   0.99975408
 GH0778
 GH0778:                Primary Azimuth Mark                     Grid Az
 GH0778:SPC OK N     -  OAK AZ MK                                177 36 44.5
 GH0778:UTM  14      -  OAK AZ MK                                177 01 29.0
 GH0778
 GH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2734088898(NAD 83)
 GH0778
 GH0778|---------------------------------------------------------------------|
 GH0778| PID    Reference Object                     Distance      Geod. Az  |
 GH0778|                                                           dddmmss.s |
 GH0778| CL5887 OAK RM 1                             16.072 METERS 16454     |
 GH0778| CL5886 OAK AZ MK                                          1775123.0 |
 GH0778| CL5888 OAK RM 2                             13.574 METERS 26422     |
 GH0778| GH0783 MARSHALL FARMERS COOP ELEV          APPROX.13.5 KM 3441206.0 |
 GH0778|---------------------------------------------------------------------|
 GH0778
 GH0778                          SUPERSEDED SURVEY CONTROL
 GH0778
 GH0778  NAD 83(1986)-  36 02 10.66136(N)    097 35 11.41186(W) AD(       ) 3
 GH0778  NAD 27      -  36 02 10.50860(N)    097 35 10.23935(W) AD(       ) 3
 GH0778
 GH0778.Superseded values are not recommended for survey control.
 GH0778
 GH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0778.See file dsdata.pdf to determine how the superseded data were derived.
 GH0778
 GH0778_MARKER: DS = TRIANGULATION STATION DISK
 GH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0778_STAMPING: OAK 1954
 GH0778_MARK LOGO: CGS
 GH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0778+STABILITY: SURFACE MOTION
 GH0778
 GH0778  HISTORY     - Date     Condition        Report By
 GH0778  HISTORY     - 1954     MONUMENTED       CGS
 GH0778
 GH0778                          STATION DESCRIPTION
 GH0778
 GH0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0778'THE STATION IS LOCATED ABOUT 5.7 MILES NORTH 0.5 MILE WEST
 GH0778'OF CRESCENT, IN THE SOUTHEAST 1/4 OF SEC. 14, T. 18 N., R. 4 W.,
 GH0778'ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 74.
 GH0778'
 GH0778'TO REACH FROM THE RAILROAD CROSSING WEST OF THE DEPOT IN
 GH0778'CRESCENT- GO NORTH ON STATE HIGHWAY 74 FOR 4.2 MILES TO A
 GH0778'CHURCH ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY FOR 1.5
 GH0778'MILE TO A GATE ON THE RIGHT AND THE STATION ON THE LEFT.
 GH0778'
 GH0778'THE STATION MARK IS, 52 FEET WEST OF THE CENTER LINE OF
 GH0778'STATE HIGHWAY 74.  12 FEET WEST OF A T. FENCE INTERSECTION,
 GH0778'4 FEET NORTH OF A WHITE WITNESS POST, PROJECTS FIVE INCHES
 GH0778'AND THE DISK IS STAMPED OAK 1954.
 GH0778'
 GH0778'REFERENCE MARK NO. 1 SOUTH OF THE STATION, IS 40 FEET WEST
 GH0778'OF THE CENTER LINE OF THE HIGHWAY AND PROJECTS TWO INCHES.
 GH0778'THE DISK IS STAMPED OAK NO 1 1954.
 GH0778'
 GH0778'REFERENCE MARK NO. 2 WEST OF THE STATION, IS IN A EAST-WEST
 GH0778'FENCE LINE, AND PROJECTS FOUR INCHES.  THE DISK IS STAMPED
 GH0778'OAK NO 2 1954.
 GH0778'
 GH0778'THE AZIMUTH MARK, 0.5 MILE SOUTH OF THE STATION, IS 52 FEET
 GH0778'EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF
 GH0778'THE CENTER OF A DIRT ROAD, 3 FEET NORTH OF A WHITE WITNESS
 GH0778'POST, AND PROJECTS SIX INCHES.  THE DISK IS STAMPED OAK 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0945 ***********************************************************************
 GH0945  DESIGNATION -  OAK
 GH0945  PID         -  GH0945
 GH0945  STATE/COUNTY-  OK/TULSA
 GH0945  COUNTRY     -  US
 GH0945  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0945
 GH0945                         *CURRENT SURVEY CONTROL
 GH0945  ______________________________________________________________________
 GH0945* NAD 83(1993) POSITION- 36 05 26.59914(N) 096 04 19.28860(W)   ADJUSTED
 GH0945* NAVD 88 ORTHO HEIGHT -   284.3   (meters)      933.    (feet) VERTCON3
 GH0945  ______________________________________________________________________
 GH0945  GEOID HEIGHT    -        -28.767 (meters)                     GEOID18
 GH0945  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 GH0945  HORZ ORDER      -  SECOND
 GH0945
 GH0945.The horizontal coordinates were established by classical geodetic methods
 GH0945.and adjusted by the National Geodetic Survey in November 1994.
 GH0945
 GH0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0945
 GH0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0945.GEOID18 height accuracy estimate available here.
 GH0945
 GH0945.Click photographs - Photos may exist for this station.
 GH0945
 GH0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0945
 GH0945. The following values were computed from the NAD 83(1993) position.
 GH0945
 GH0945;                    North         East     Units Scale Factor Converg.
 GH0945;SPC OK N     -   122,742.424   773,613.317   MT  0.99994630   +1 08 16.0
 GH0945;SPC OK N     -   402,697.44  2,538,096.36   sFT  0.99994630   +1 08 16.0
 GH0945;UTM  14      - 3,997,980.862   763,624.288   MT  1.00045641   +1 43 32.7
 GH0945;UTM  15      - 3,998,381.375   223,402.300   MT  1.00054279   -1 48 38.8
 GH0945
 GH0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0945!SPC OK N     -   0.99995990  x   0.99994630  =   0.99990620
 GH0945!UTM  14      -   0.99995990  x   1.00045641  =   1.00041629
 GH0945!UTM  15      -   0.99995990  x   1.00054279  =   1.00050266
 GH0945
 GH0945:                Primary Azimuth Mark                     Grid Az
 GH0945:SPC OK N     -  HAWORTH                                  101 33 25.3
 GH0945:UTM  14      -  HAWORTH                                  100 58 08.6
 GH0945:UTM  15      -  HAWORTH                                  104 30 20.1
 GH0945
 GH0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6362497980(NAD 83)
 GH0945
 GH0945|---------------------------------------------------------------------|
 GH0945| PID    Reference Object                     Distance      Geod. Az  |
 GH0945|                                                           dddmmss.s |
 GH0945| CI2700 OAK RM 1                             14.445 METERS 00303     |
 GH0945| GG0828 HAWORTH                             APPROX.15.1 KM 1024141.3 |
 GH0945| CI1788 KELLYVILLE BOOSTER STA WT                          1303201.7 |
 GH0945| CI2701 OAK RM 2                              8.783 METERS 13740     |
 GH0945|---------------------------------------------------------------------|
 GH0945
 GH0945                          SUPERSEDED SURVEY CONTROL
 GH0945
 GH0945  NAD 83(1986)-  36 05 26.62176(N)    096 04 19.27258(W) AD(       ) 2
 GH0945  NAD 27      -  36 05 26.29694(N)    096 04 18.28755(W) AD(       ) 2
 GH0945  NGVD 29 (07/19/86)  284.2    (m)          932.     (f) VERT ANG       
 GH0945
 GH0945.Superseded values are not recommended for survey control.
 GH0945
 GH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0945.See file dsdata.pdf to determine how the superseded data were derived.
 GH0945
 GH0945_MARKER: DD = SURVEY DISK
 GH0945_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0945+WITH SETTING: INFORMATION.
 GH0945_STAMPING: ET OAK 1970
 GH0945_MARK LOGO: USGS
 GH0945_PROJECTION: FLUSH
 GH0945_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0945+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2019
 GH0945
 GH0945  HISTORY     - Date     Condition        Report By
 GH0945  HISTORY     - 1970     MONUMENTED       USGS
 GH0945  HISTORY     - 20040213 GOOD             INDIV
 GH0945  HISTORY     - 20100402 GOOD             AIRDAT
 GH0945  HISTORY     - 20190708 GOOD             COTOK
 GH0945
 GH0945                          STATION DESCRIPTION
 GH0945
 GH0945'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 GH0945'THE STATION IS ABOUT 3.8 MI SE. OF SAND SPRINGS AND ABOUT 1.5
 GH0945'MI NNW. OF OAKHURST, NEAR THE CENTER OF THE SW. QUARTER OF THE
 GH0945'SE. QUARTER OF SEC. 30, T. 19 N., R. 12 E., ON TOP OF THE MOST
 GH0945'PROMINENT RIDGE IN THE VICINITY NEAR TULSA CO. RURAL WATER
 GH0945'DISTRICT NO. 2 WATER STACK.
 GH0945'
 GH0945'TO REACH FROM THE INTERSECTION OF 51ST STREET AND 65TH W. AVENUE
 GH0945'IN THE W. EDGE OF TULSA, GO W. ON 51ST STREET FOR ABOUT 1.2 MI TO A
 GH0945'Y-RD. NE., TURN RIGHT AND FOLLOW CURVED RD. GENERALLY ENE. FOR
 GH0945'ABOUT 0.5 MI TO WHERE THE RD. CURVES STRAIGHT N., TURN RIGHT AND
 GH0945'GO E. ON THE FIRST STREET N. OF THE CURVE FOR ABOUT 0.1 MI TO A
 GH0945'T-STREET S., TURN RIGHT AND GO S. ABOUT .05 MI TO TULSA CO.
 GH0945'RURAL WATER DISTRICT NO. 2 WATER STACK AND THE STATION NEAR THE
 GH0945'SE. COR. OF THE PERIMETER FENCE AROUND STACK.
 GH0945'
 GH0945'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 GH0945'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 GH0945'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET OAK 1970, IS 33 FT S. AND
 GH0945'26 FT E. OF CENTER WATER STACK, 4.4 FT S. AND 0.7 FT E. OF THE
 GH0945'SE. COR. OF THE PERIMETER FENCE.  THE MARK IS FLUSH WITH THE
 GH0945'GROUND.
 GH0945'
 GH0945'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 GH0945'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 GH0945'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OAK NO 1 1970 IS
 GH0945'N. OF THE STATION, 7.5 FT S. AND 2.3 FT E. OF THE NE. COR. OF
 GH0945'THE PERIMETER FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 GH0945'
 GH0945'REFERENCE MARK NO. 2, A STANDARD TABLET CEMENTED IN A LARGE
 GH0945'SURFACE ROCK ABOUT 6 FT X 6 FT AND ABOUT 1.5 FT THICK, STAMPED
 GH0945'OAK NO 2 1970 IS SSE. OF THE STATION, 25 FT S. AND 18 FT E. OF THE
 GH0945'SE. COR. OF THE PERIMETER FENCE.  THE TOP OF THE ROCK AND THE CAP
 GH0945'ARE ABOUT 18 IN. ABOVE GROUND LEVEL.
 GH0945'
 GH0945'NO AZIMUTH MARK WAS SET.
 GH0945'
 GH0945'REFERENCE AZIMUTH USED - KELLEYVILLE BOOSTER STATION WATER
 GH0945'TANK.  TULSA RURAL WATER DISTRICT - STATION IS THE FINIAL OF THE
 GH0945'KELLEYVILLE BOOSTER STATION WATER TANK - TULSA RURAL WATER
 GH0945'DISTRICT LOCATED ABOUT 0.5 MI S. OF THE INTERSECTION OF W. 61ST
 GH0945'STREET AND S. 42ND W. AVENUE IN TULSA, ABOUT 50 FT S. AND ABOUT
 GH0945'100 FT E. OF THE DEAD END STREET (S. 42ND W. AVE.), NEAR THE
 GH0945'NE. COR. OF A GOLF COURSE.
 GH0945'
 GH0945'THE TANK IS A HORTON WATER SPHEROID PAINTED WHITE WITH A YELLOW
 GH0945'STAND, CONTRACT 78713.  THE TANK WAS BUILT IN 1959, T. 18 N.,
 GH0945'R. 12 E., NEAR THE CENTER OF SEC. 4.
 GH0945'
 GH0945'STANDARD BRACED TRIPOD USED.
 GH0945
 GH0945                          STATION RECOVERY (2004)
 GH0945
 GH0945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WHC)
 GH0945'MARK WAS LOCATED BELOW THE SURFACE OF THE GROUND APPROXIMATELY 4
 GH0945'INCHES BUT IN GOOD CONDITION.
 GH0945
 GH0945                          STATION RECOVERY (2010)
 GH0945
 GH0945'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GH0945'RECOVERED IN GOOD CONDITION.
 GH0945
 GH0945                          STATION RECOVERY (2019)
 GH0945
 GH0945'RECOVERY NOTE BY CITY OF TULSA 2019 (PAK)
 GH0945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0560 ***********************************************************************
 GJ0560  DESIGNATION -  OAK
 GJ0560  PID         -  GJ0560
 GJ0560  STATE/COUNTY-  OK/MAJOR
 GJ0560  COUNTRY     -  US
 GJ0560  USGS QUAD   -  FAIRVIEW SE (2018)
 GJ0560
 GJ0560                         *CURRENT SURVEY CONTROL
 GJ0560  ______________________________________________________________________
 GJ0560* NAD 83(1993) POSITION- 36 21 15.64378(N) 098 20 14.17575(W)   ADJUSTED
 GJ0560* NAVD 88 ORTHO HEIGHT -   398.5   (meters)     1307.    (feet) VERTCON3
 GJ0560  ______________________________________________________________________
 GJ0560  GEOID HEIGHT    -        -27.580 (meters)                     GEOID18
 GJ0560  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 GJ0560  HORZ ORDER      -  FIRST
 GJ0560  VERT ORDER      -  THIRD ? (See Below)
 GJ0560
 GJ0560.The horizontal coordinates were established by classical geodetic methods
 GJ0560.and adjusted by the National Geodetic Survey in November 1994.
 GJ0560
 GJ0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0560
 GJ0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0560.GEOID18 height accuracy estimate available here.
 GJ0560
 GJ0560.The vertical order pertains to the NGVD 29 superseded value.
 GJ0560
 GJ0560.Click photographs - Photos may exist for this station.
 GJ0560
 GJ0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0560
 GJ0560. The following values were computed from the NAD 83(1993) position.
 GJ0560
 GJ0560;                    North         East     Units Scale Factor Converg.
 GJ0560;SPC OK N     -   150,322.059   569,728.574   MT  0.99995071   -0 11 56.5
 GJ0560;SPC OK N     -   493,181.62  1,869,184.50   sFT  0.99995071   -0 11 56.5
 GJ0560;UTM  14      - 4,023,455.571   559,462.233   MT  0.99964356   +0 23 34.3
 GJ0560
 GJ0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0560!SPC OK N     -   0.99994178  x   0.99995071  =   0.99989250
 GJ0560!UTM  14      -   0.99994178  x   0.99964356  =   0.99958536
 GJ0560
 GJ0560:                Primary Azimuth Mark                     Grid Az
 GJ0560:SPC OK N     -  OAK AZ MK                                001 24 40.3
 GJ0560:UTM  14      -  OAK AZ MK                                000 49 09.5
 GJ0560
 GJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5946223455(NAD 83)
 GJ0560
 GJ0560|---------------------------------------------------------------------|
 GJ0560| PID    Reference Object                     Distance      Geod. Az  |
 GJ0560|                                                           dddmmss.s |
 GJ0560| CK9534 OAK AZ MK                                          0011243.8 |
 GJ0560| CK9535 OAK RM 1                             26.253 METERS 06137     |
 GJ0560| GJ0538 RINGWOOD FARMERS CO OP ELEV         APPROX. 8.8 KM 0730828.0 |
 GJ0560| CK9536 OAK RM 2                             29.049 METERS 12543     |
 GJ0560| GJ0563 ORIENTA COP ELEV ASSN ELEV          APPROX.12.4 KM 2725703.8 |
 GJ0560| GJ0562 ORIENTA COUNTY COOP N ELEV          APPROX.12.4 KM 2732849.8 |
 GJ0560|---------------------------------------------------------------------|
 GJ0560
 GJ0560                          SUPERSEDED SURVEY CONTROL
 GJ0560
 GJ0560  NAD 83(1986)-  36 21 15.64858(N)    098 20 14.16207(W) AD(       ) 1
 GJ0560  NAD 27      -  36 21 15.52417(N)    098 20 12.89787(W) AD(       ) 1
 GJ0560
 GJ0560.Superseded values are not recommended for survey control.
 GJ0560
 GJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0560.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0560
 GJ0560_MARKER: DS = TRIANGULATION STATION DISK
 GJ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0560_STAMPING: OAK 1951
 GJ0560_MARK LOGO: CGS
 GJ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0560+STABILITY: SURFACE MOTION
 GJ0560
 GJ0560  HISTORY     - Date     Condition        Report By
 GJ0560  HISTORY     - 1951     MONUMENTED       CGS
 GJ0560  HISTORY     - 1963     GOOD             CGS
 GJ0560
 GJ0560                          STATION DESCRIPTION
 GJ0560
 GJ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0560'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH AND 0.5 MILE EAST OF
 GJ0560'ISABELLA AND 5.0 MILES WEST AND 3.0 MILES SOUTH OF RINGWOOD ON THE
 GJ0560'TOP OF A BRUSH COVERED HILL ON LAND OWNED BY MR. D. BOEHS WHO LIVES
 GJ0560'JUST SOUTH OF THE STATION.  IT IS ABOUT 0.1 MILE NORTH OF A GROUP
 GJ0560'OF FARM BUILDINGS, 109.0 FEET WEST OF THE CENTER OF A GRADED ROAD,
 GJ0560'80.0 FEET WEST OF A WOVEN WIRE FENCE AND POWERLINE POLE AND 3.0
 GJ0560'FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 GJ0560'OAK 1951.
 GJ0560'
 GJ0560'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE HILL ABOUT
 GJ0560'1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS 91.0 FEET SOUTH
 GJ0560'OF A T FENCE CORNER, 71.0 FEET NORTH OF A POWERLINE POLE, 28.0 FEET
 GJ0560'WEST OF THE CENTER OF A GRADED ROAD AND 0.5 OF A FOOT EAST OF A
 GJ0560'WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED OAK NO 1
 GJ0560'1951.
 GJ0560'
 GJ0560'REFERENCE MARK NO. 2 IS LOCATED ON THE EAST SLOPE OF THE HILL ABOUT
 GJ0560'4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 56.0 FEET NORTH
 GJ0560'OF A T FENCE CORNER, 28.0 FEET WEST OF THE CENTER OF A GRADED ROAD,
 GJ0560'26.0 FEET SOUTH OF A POWERLINE POLE AND 0.5 OF A FOOT EAST OF A
 GJ0560'WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED OAK NO 2
 GJ0560'1951.
 GJ0560'
 GJ0560'THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST ANGLE OF A CROSSROAD
 GJ0560'JUST ACROSS THE ROAD FROM A SMALL SCHOOLHOUSE.  IT IS 40.0 FEET
 GJ0560'WEST OF THE CENTER OF A GRADED ROAD, 30.0 FEET SOUTH OF THE CENTER
 GJ0560'OF A GRADED ROAD, AND 9.0 FEET WEST OF A FENCE CORNER AND
 GJ0560'POWERLINE POLE, AND 1.5 FEET EAST OF A WITNESS POST AND 0.5 OF A
 GJ0560'FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED OAK
 GJ0560'1951.
 GJ0560'
 GJ0560'TO REACH THE STATION FROM THE POST OFFICE IN RINGWOOD, GO NORTH ON
 GJ0560'STATE ROUTE NO. 58 TO THE JUNCTION WITH U. S. HIGHWAY NO. 60 AND
 GJ0560'STATE ROUTE NO. 15.  TURN LEFT AND GO WEST ON U. S. HIGHWAY NO. 60
 GJ0560'AND STATE ROUTE NO. 15 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT AND GO
 GJ0560'SOUTH ON A GRADED ROAD FOR 2.0 MILES TO A CROSSROAD AT
 GJ0560'SCHOOLHOUSE IN THE SOUTHEAST ANGLE AND THE AZIMUTH MARK IN THE
 GJ0560'SOUTHWEST ANGLE AS DESCRIBED.  CONTINUE SOUTH ON A GRADED
 GJ0560'ROAD FOR 0.65 MILE TO A T ROAD RIGHT INTO A FARM, TURN RIGHT AND GO
 GJ0560'WEST, THENCE NORTH ALONG THE WEST SIDE OF THE FARM HOUSE TO A
 GJ0560'GATE INTO A LANE, PASS THROUGH THIS GATE AND GO NORTH TO THE NORTH
 GJ0560'END OF THE LANE, THENCE NORTHEAST ACROSS PASTURE TO THE TOP OF
 GJ0560'THE HILL FOR A TOTAL DISTANCE OF ABOUT 0.15 MILE AND THE STATION
 GJ0560'AS DESCRIBED.
 GJ0560'
 GJ0560'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GJ0560
 GJ0560                          STATION RECOVERY (1963)
 GJ0560
 GJ0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0560'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GJ0560'RECOVERED.  THE SURFACE STATION MARK WAS LOWERED AT THE REQUEST OF
 GJ0560'THE PROPERTY OWNER.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO
 GJ0560'REFERENCE MARK 2.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 GJ0560'
 GJ0560'THE STATION IS ON A BARE, SANDY KNOLL, ON PROPERTY OWNED BY MR. D.
 GJ0560'BOEHS.  IT IS ABOUT 7-1/2 MILES EAST AND 5-1/2 MILES NORTH OF
 GJ0560'FAIRVIEW AND 5 MILES WEST AND 1-1/2 MILES SOUTH OF RINGWOOD.
 GJ0560'
 GJ0560'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND STATE
 GJ0560'HIGHWAYS 8 AND 58 IN THE NORTH EDGE OF FAIRVIEW, GO EAST ON STATE
 GJ0560'HIGHWAYS 8 AND 58 FOR 9.0 MILES TO THE JUNCTION OF THE HIGHWAYS.
 GJ0560'TURN LEFT AND GO NORTH ON HIGHWAY 58 FOR 1.95 MILES TO A FORK
 GJ0560'WHERE THE HIGHWAY TURNS RIGHT AND A GRADED ROAD CONTINUES STRAIGHT
 GJ0560'AHEAD.  TAKE THE LEFT FORK AND CONTINUE NORTH ON GRADED ROAD FOR
 GJ0560'3.1 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON GRADED ROAD FOR
 GJ0560'1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON GRADED ROAD
 GJ0560'FOR 0.4 MILE TO A DRIVEWAY AND MR. D. BOEHS HOME ON THE LEFT.
 GJ0560'(TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON GRADED ROAD FOR
 GJ0560'0.6 MILE TO THE MARK ON THE LEFT.) TURN LEFT AND GO WEST ON
 GJ0560'DRIVEWAY, PASSING TO THE SOUTH OF THE HOUSE FOR 0.05 MILE TO A WOODEN
 GJ0560'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE AND
 GJ0560'GO NORTHEAST FOR 0.05 MILE TO TOP OF THE KNOLL AND THE STATION.
 GJ0560'
 GJ0560'STATION MARK IS A STANDARD DISK, STAMPED OAK 1951 1963, SET IN THE
 GJ0560'TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 GJ0560'SURFACE.  IT IS 132 FEET SOUTH OF AN EAST-WEST FENCE, 106 FEET WEST
 GJ0560'OF THE CENTERLINE OF A GRADED ROAD, 81 FEET WEST-NORTHWEST OF A
 GJ0560'POWER LINE POLE AND 76 FEET WEST OF A NORTH-SOUTH FENCE.
 GJ0560'
 GJ0560'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OAK NO 1 1951, SET IN
 GJ0560'THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0560'IS 71 FEET NORTH OF THE POWER LINE POLE, 32 FEET WEST OF THE
 GJ0560'CENTERLINE OF THE ROAD, 1.2 FEET EAST OF A FENCE AND 1 FOOT NORTH
 GJ0560'OF A WITNESS POST.  IT IS ABOUT THE SAME ELEVATION AS THE
 GJ0560'STATION.
 GJ0560'
 GJ0560'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OAK NO 2 1951, SET IN
 GJ0560'THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0560'SURFACE.  IT IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 26 FEET
 GJ0560'SOUTH OF THE POWER LINE POLE AND 1 FOOT EAST OF THE FENCE.  IT IS
 GJ0560'ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0560'
 GJ0560'AZIMUTH MARK IS A STANDARD DISK, STAMPED OAK 1951, SET IN THE TOP OF
 GJ0560'AN 8 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 38 FEET
 GJ0560'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD, 32 FEET SOUTH
 GJ0560'OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD, 9 FEET WEST OF A
 GJ0560'POWER LINE POLE, 1.5 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH
 GJ0560'OF A FENCE.
 GJ0560'
 GJ0560'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0915 ***********************************************************************
 EK0915  DESIGNATION -  OAK HILL
 EK0915  PID         -  EK0915
 EK0915  STATE/COUNTY-  OK/MCCURTAIN
 EK0915  COUNTRY     -  US
 EK0915  USGS QUAD   -  STEEL JUNCTION (2018)
 EK0915
 EK0915                         *CURRENT SURVEY CONTROL
 EK0915  ______________________________________________________________________
 EK0915* NAD 83(1993) POSITION- 34 01 31.56157(N) 094 49 36.92787(W)   ADJUSTED
 EK0915* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 EK0915  ______________________________________________________________________
 EK0915  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 EK0915  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 EK0915  HORZ ORDER      -  FIRST
 EK0915
 EK0915.The horizontal coordinates were established by classical geodetic methods
 EK0915.and adjusted by the National Geodetic Survey in November 1994.
 EK0915
 EK0915.The orthometric height was scaled from a topographic map.
 EK0915
 EK0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0915.GEOID18 height accuracy estimate available here.
 EK0915
 EK0915.Click photographs - Photos may exist for this station.
 EK0915
 EK0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0915
 EK0915. The following values were computed from the NAD 83(1993) position.
 EK0915
 EK0915;                    North         East     Units Scale Factor Converg.
 EK0915;SPC OK S     -    81,376.126   893,003.320   MT  0.99998317   +1 48 03.9
 EK0915;SPC OK S     -   266,981.51  2,929,795.06   sFT  0.99998317   +1 48 03.9
 EK0915;UTM  15      - 3,766,481.073   331,327.019   MT  0.99995072   -1 01 21.1
 EK0915
 EK0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0915!SPC OK S     -   0.99997900  x   0.99998317  =   0.99996217
 EK0915!UTM  15      -   0.99997900  x   0.99995072  =   0.99992972
 EK0915
 EK0915:                Primary Azimuth Mark                     Grid Az
 EK0915:SPC OK S     -  OAK HILL AZ MK                           175 32 49.0
 EK0915:UTM  15      -  OAK HILL AZ MK                           178 22 14.0
 EK0915
 EK0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3132766481(NAD 83)
 EK0915
 EK0915|---------------------------------------------------------------------|
 EK0915| PID    Reference Object                     Distance      Geod. Az  |
 EK0915|                                                           dddmmss.s |
 EK0915| CX5985 OAK HILL RM 1                        23.768 METERS 05501     |
 EK0915| CX5986 OAK HILL RM 2                        24.345 METERS 16643     |
 EK0915| CX5984 OAK HILL AZ MK                                     1772052.9 |
 EK0915| DM1304 IDABEL MUNICIPAL TANK               APPROX.15.3 KM 1792051.2 |
 EK0915| DM1312 GARVIN MUNICIPAL TANK               APPROX.12.6 KM 2314538.6 |
 EK0915| EK0918 BEAR MOUNTAIN LOOKOUT TOWER         APPROX.16.9 KM 3174528.9 |
 EK0915|---------------------------------------------------------------------|
 EK0915
 EK0915                          SUPERSEDED SURVEY CONTROL
 EK0915
 EK0915  NAD 83(1986)-  34 01 31.56698(N)    094 49 36.91791(W) AD(       ) 1
 EK0915  NAD 27      -  34 01 31.17600(N)    094 49 36.13200(W) AD(       ) 1
 EK0915
 EK0915.Superseded values are not recommended for survey control.
 EK0915
 EK0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0915.See file dsdata.pdf to determine how the superseded data were derived.
 EK0915
 EK0915_MARKER: DS = TRIANGULATION STATION DISK
 EK0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0915_STAMPING: OAK HILL 1951
 EK0915_MARK LOGO: CGS
 EK0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0915+STABILITY: SURFACE MOTION
 EK0915
 EK0915  HISTORY     - Date     Condition        Report By
 EK0915  HISTORY     - 1951     MONUMENTED       CGS
 EK0915  HISTORY     - 1952     GOOD             CGS
 EK0915
 EK0915                          STATION DESCRIPTION
 EK0915
 EK0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0915'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF IDABEL AND 5
 EK0915'MILES WEST OF BROKEN BOW, JUST EAST OF A FARM HOME OWNED BY
 EK0915'MR. BROWN BELL.  IT IS 51 FEET SOUTHWEST OF AN OAK TREE,
 EK0915'49 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 49
 EK0915'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 15 FEET NORTHEAST
 EK0915'OF A CORNER POST AND 12 FEET EAST OF A FENCELINE.  THE MARK
 EK0915'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED OAK HILL
 EK0915'1951.
 EK0915'
 EK0915'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF A POWERLINE POLE,
 EK0915'16 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT
 EK0915'WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 EK0915'THE DISK IS STAMPED OAK HILL NO 1 1951.
 EK0915'
 EK0915'REFERENCE MARK NO. 2 IS 32 FEET EAST OF A FENCELINE AND 31
 EK0915'FEET WEST OF THE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS
 EK0915'ABOUT 6 INCHES AND THE DISK IS STAMPED OAK HILL NO 2 1951.
 EK0915'
 EK0915'AZIMUTH MARK IS 23 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 EK0915'9 FEET NORTH NORTH-EAST OF A POWERLINE POLE AND 2 FEET NORTH
 EK0915'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH
 EK0915'THE GROUND AND THE DISK IS STAMPED OAK HILL 1951.
 EK0915'
 EK0915'TO REACH FROM THE WEST SIDE OF THE COURT HOUSE IN IDABEL,
 EK0915'GO NORTH ON A PAVED AND GRAVEL ROAD FOR 6 MILES TO A FORKS AT
 EK0915'A SMALL SETTLEMENT.  TAKE LEFT FORK AND GO NORTH 1.3 MILES
 EK0915'TO A T-INTERSECTION.  TURN LEFT (WEST) AND GO 0.5 MILE TO A
 EK0915'T-ROAD RIGHT.  TURN RIGHT (NORTH) AND FOLLOW MAIN TRAVELED ROAD
 EK0915'FOR 1.65 MILES TO THE TOP OF A HILL AND AZIMUTH MARK ON RIGHT
 EK0915'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO A
 EK0915'WHITE FARM HOUSE ON THE LEFT AND STATION AS DESCRIBED.
 EK0915'
 EK0915'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EK0915
 EK0915                          STATION RECOVERY (1952)
 EK0915
 EK0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0915'THE STATION AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EK0915'THE GENERAL DESCRIPTION OF 1951 IS ADEQUATE.
 EK0915'
 EK0915'THE DISTANCE TO THE REFERENCE MARKS CHECKED WITH THE 1951.
 EK0915'
 EK0915'THE DIRECTIONS TO THE AZIMUTH AND REFERENCE MARKS WERE NOT
 EK0915'TAKEN.
 EK0915'
 EK0915'A NEW TO REACH DESCRIPTION FOLLOWS.
 EK0915'
 EK0915'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY
 EK0915'21 IN THE SOUTHWEST EDGE OF BROKEN BOW, GO WEST AND NORTHWEST
 EK0915'ON A GRAVELED ROAD FOR 2.2 MILES TO AN ANGLING CROSSROADS.
 EK0915'CONTINUE STRAIGHT AHEAD 0.1 MILE TO ANGLING CROSSROADS AT
 EK0915'STORE ON THE LEFT.  HERE TURN LEFT (WEST) ON GRAVELED ROAD
 EK0915'FOR 2.8 MILES TO CROSSROADS AT SLATERS STORE ON THE LEFT,
 EK0915'TURN LEFT (SOUTH) 1.0 MILE TO A WHITE HOUSE ON THE RIGHT
 EK0915'AND THE STATION JUST EAST OF THE HOUSE.
 EK0915'
 EK0915'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.3
 EK0915'MILE TO THE MARK ON THE LEFT OR EAST SIDE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0798 ***********************************************************************
 EL0798  DESIGNATION -  OAKMAN
 EL0798  PID         -  EL0798
 EL0798  STATE/COUNTY-  OK/PONTOTOC
 EL0798  COUNTRY     -  US
 EL0798  USGS QUAD   -  FRANCIS (2018)
 EL0798
 EL0798                         *CURRENT SURVEY CONTROL
 EL0798  ______________________________________________________________________
 EL0798* NAD 83(1993) POSITION- 34 52 22.05943(N) 096 37 06.26027(W)   ADJUSTED
 EL0798* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 EL0798  ______________________________________________________________________
 EL0798  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 EL0798  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC18
 EL0798  HORZ ORDER      -  THIRD
 EL0798
 EL0798.The horizontal coordinates were established by classical geodetic methods
 EL0798.and adjusted by the National Geodetic Survey in November 1994.
 EL0798
 EL0798.The orthometric height was scaled from a topographic map.
 EL0798
 EL0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0798.GEOID18 height accuracy estimate available here.
 EL0798
 EL0798.Click photographs - Photos may exist for this station.
 EL0798
 EL0798.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0798
 EL0798. The following values were computed from the NAD 83(1993) position.
 EL0798
 EL0798;                    North         East     Units Scale Factor Converg.
 EL0798;SPC OK S     -   171,628.125   726,307.656   MT  0.99994858   +0 47 03.2
 EL0798;SPC OK S     -   563,083.27  2,382,894.37   sFT  0.99994858   +0 47 03.2
 EL0798;UTM  14      - 3,861,524.181   717,682.096   MT  1.00018406   +1 21 44.0
 EL0798
 EL0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0798!SPC OK S     -   0.99995552  x   0.99994858  =   0.99990411
 EL0798!UTM  14      -   0.99995552  x   1.00018406  =   1.00013958
 EL0798
 EL0798:                Primary Azimuth Mark                     Grid Az
 EL0798:SPC OK S     -  OAKMAN AZ MK                             144 23 20.5
 EL0798:UTM  14      -  OAKMAN AZ MK                             143 48 39.7
 EL0798
 EL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1768261524(NAD 83)
 EL0798
 EL0798|---------------------------------------------------------------------|
 EL0798| PID    Reference Object                     Distance      Geod. Az  |
 EL0798|                                                           dddmmss.s |
 EL0798| CY2700 OAKMAN RM 1                          20.643 METERS 03201     |
 EL0798| CY2701 OAKMAN RM 2                          20.924 METERS 14008     |
 EL0798| CY2699 OAKMAN AZ MK                                       1451023.7 |
 EL0798| EL0806 TV STATION KTEN MAST                APPROX. 6.3 KM 3005338.6 |
 EL0798|---------------------------------------------------------------------|
 EL0798
 EL0798                          SUPERSEDED SURVEY CONTROL
 EL0798
 EL0798  NAD 83(1986)-  34 52 22.06162(N)    096 37 06.24726(W) AD(       ) 3
 EL0798  NAD 27      -  34 52 21.75968(N)    096 37 05.20216(W) AD(       ) 3
 EL0798
 EL0798.Superseded values are not recommended for survey control.
 EL0798
 EL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0798.See file dsdata.pdf to determine how the superseded data were derived.
 EL0798
 EL0798_MARKER: DS = TRIANGULATION STATION DISK
 EL0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0798_STAMPING: OAKMAN 1957
 EL0798_MARK LOGO: CGS
 EL0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0798+STABILITY: SURFACE MOTION
 EL0798
 EL0798  HISTORY     - Date     Condition        Report By
 EL0798  HISTORY     - 1957     MONUMENTED       CGS
 EL0798
 EL0798                          STATION DESCRIPTION
 EL0798
 EL0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0798'STATION IS ON THE HIGHEST POINT OF A PROMINENT WOODED RIDGE, ABOUT
 EL0798'THE CENTER OF A PASTURE, 7-3/4 MILES NORTH-NORTHEAST OF ADA, ABOUT
 EL0798'2-3/4 MILES NORTH OF OAKMAN, IN THE SOUTHEAST 1/4 OF SECTION 25, T.
 EL0798'5 N., R. 6 E., ON LAND OWNED BY MRS. PAULINE ENGRAM AND MRS. FAY
 EL0798'ALLEN OF DALLAS, TEXAS.
 EL0798'
 EL0798'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 39, 99 AND 3 IN THE
 EL0798'NORTH EDGE OF KONAWA, BY GOING SOUTH AND EASTERLY ON HIGHWAYS 99
 EL0798'AND 3 FOR 4.45 MILES TO THE JUNCTION OF STATE HIGHWAY 56, CONTINUE
 EL0798'SOUTHERLY ON HIGHWAYS 99 AND 3 FOR 5.1 MILES TO CROSSROADS, AT
 EL0798'SIGN FRANCIS 5, TURN LEFT ONTO MACADAM ROAD FOR 2.9 MILES TO A
 EL0798'SIDE ROAD LEFT, AT SIGN TOWN AND TOWN LEASE, TURN LEFT, NORTHERLY,
 EL0798'FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT, WESTERLY FOR 93
 EL0798'FEET TO AZIMUTH MARK ON THE LEFT, CONTINUE WESTERLY AND
 EL0798'NORTHERLY FOR 0.3 MILE TO STATION.
 EL0798'
 EL0798'STATION MARKS ARE STANDARD DISKS, STAMPED OAKMAN 1957.  THE SURFACE
 EL0798'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 EL0798'PROJECTING 3 INCHES.  IT IS 103 FEET SOUTHEAST OF AN OIL-WELL
 EL0798'CASING, 55 FEET EAST OF THE CENTER OF A GRADED ROAD, 63 FEET
 EL0798'NORTHEAST OF A POWER-LINE POLE.  A 4 IN X 4 IN WHITE WITNESS
 EL0798'POST WAS SET 3 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK
 EL0798'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 EL0798'GROUND SURFACE.
 EL0798'
 EL0798'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OAKMAN NO 1 1957, SET
 EL0798'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 EL0798'IT IS 88 FEET EAST OF THE CENTER OF THE ROAD AND 119 FEET EAST OF
 EL0798'THE OIL-WELL CASING.
 EL0798'
 EL0798'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OAKMAN NO 2 1957, SET
 EL0798'IN A DRILL HOLE IN ROCK OUTCROP 4 FEET BY 3 FEET AND PROJECTING
 EL0798'2 INCHES.  IT IS 102 FEET EAST OF THE CENTER OF THE ROAD AND 89
 EL0798'FEET EAST OF THE POWER-LINE POLE.
 EL0798'
 EL0798'AZIMUTH MARK IS A STANDARD DISK, STAMPED OAKMAN 1957, SET IN A DRILL
 EL0798'HOLE IN ROCK OUTCROP PROJECTING 5 INCHES AND MEASURING 4 FEET BY
 EL0798'4 FEET.  IT IS 24 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 12
 EL0798'FEET SOUTH OF A GARDEN FENCE, 51 FEET SOUTHWEST OF A POWER-LINE
 EL0798'POLE AND 93 FEET WEST OF THE NORTHEAST CORNER OF THE GARDEN.  A 4
 EL0798'IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE MARK.
 EL0798'
 EL0798'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0637 ***********************************************************************
 GJ0637  DESIGNATION -  OBRIAN
 GJ0637  PID         -  GJ0637
 GJ0637  STATE/COUNTY-  OK/WOODS
 GJ0637  COUNTRY     -  US
 GJ0637  USGS QUAD   -  FREEDOM NE (2018)
 GJ0637
 GJ0637                         *CURRENT SURVEY CONTROL
 GJ0637  ______________________________________________________________________
 GJ0637* NAD 83(1997) POSITION- 36 57 24.96087(N) 099 05 27.71851(W)   ADJUSTED
 GJ0637* NAVD 88 ORTHO HEIGHT -   646.    (meters)     2119.    (feet) SCALED
 GJ0637  ______________________________________________________________________
 GJ0637  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 GJ0637  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 GJ0637  HORZ ORDER      -  FIRST
 GJ0637
 GJ0637.The horizontal coordinates were established by classical geodetic methods
 GJ0637.and adjusted by the National Geodetic Survey in October 1998.
 GJ0637
 GJ0637.The orthometric height was scaled from a topographic map.
 GJ0637
 GJ0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0637.GEOID18 height accuracy estimate available here.
 GJ0637
 GJ0637.Click photographs - Photos may exist for this station.
 GJ0637
 GJ0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0637
 GJ0637. The following values were computed from the NAD 83(1997) position.
 GJ0637
 GJ0637;                    North         East     Units Scale Factor Converg.
 GJ0637;SPC OK N     -   217,684.478   502,828.726   MT  1.00004025   -0 38 37.9
 GJ0637;SPC OK N     -   714,186.49  1,649,697.25   sFT  1.00004025   -0 38 37.9
 GJ0637;UTM  14      - 4,090,098.760   491,895.682   MT  0.99960081   -0 03 17.0
 GJ0637
 GJ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0637!SPC OK N     -   0.99990301  x   1.00004025  =   0.99994325
 GJ0637!UTM  14      -   0.99990301  x   0.99960081  =   0.99950385
 GJ0637
 GJ0637:                Primary Azimuth Mark                     Grid Az
 GJ0637:SPC OK N     -  OBRIAN AZ MK                             062 31 56.3
 GJ0637:UTM  14      -  OBRIAN AZ MK                             061 56 35.4
 GJ0637
 GJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9189590098(NAD 83)
 GJ0637
 GJ0637|---------------------------------------------------------------------|
 GJ0637| PID    Reference Object                     Distance      Geod. Az  |
 GJ0637|                                                           dddmmss.s |
 GJ0637| CK9543 OBRIAN AZ MK                                       0615318.4 |
 GJ0637| CK9544 OBRIAN RM 1                          30.905 METERS 06913     |
 GJ0637| HG0847 HARDTNER MUNICIPAL WATER TANK       APPROX.39.9 KM 0795315.2 |
 GJ0637| HG0844 KIOWA WESTERN P AND L CO TANK       APPROX.54.8 KM 0820735.9 |
 GJ0637| GJ0525 AMARILLO KANSAS CITY BCN 21         APPROX.56.1 KM 0980440.7 |
 GJ0637| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX.45.9 KM 1144428.9 |
 GJ0637| CK9545 OBRIAN RM 2                          18.858 METERS 32249     |
 GJ0637|---------------------------------------------------------------------|
 GJ0637
 GJ0637                          SUPERSEDED SURVEY CONTROL
 GJ0637
 GJ0637  NAD 83(1993)-  36 57 24.96236(N)    099 05 27.71882(W) AD(       ) 1
 GJ0637  NAD 83(1986)-  36 57 24.96358(N)    099 05 27.70749(W) AD(       ) 1
 GJ0637  NAD 27      -  36 57 24.85870(N)    099 05 26.33537(W) AD(       ) 1
 GJ0637
 GJ0637.Superseded values are not recommended for survey control.
 GJ0637
 GJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0637.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0637
 GJ0637_MARKER: DS = TRIANGULATION STATION DISK
 GJ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0637_STAMPING: OBRIAN 1934
 GJ0637_MARK LOGO: CGS
 GJ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0637+STABILITY: SURFACE MOTION
 GJ0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0637+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 GJ0637
 GJ0637  HISTORY     - Date     Condition        Report By
 GJ0637  HISTORY     - 1934     MONUMENTED       CGS
 GJ0637  HISTORY     - 1944     GOOD             LOCENG
 GJ0637  HISTORY     - 20120306 GOOD             INDIV
 GJ0637
 GJ0637                          STATION DESCRIPTION
 GJ0637
 GJ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0637'STATION IS LOCATED IN THE NORTHEAST QUARTER SEC. 36, T. 29 N.,
 GJ0637'R. 18 W., ABOUT 300 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GJ0637'NORTH EDGE OF SAID QUARTER SECTION (WHICH IS MARKED BY FENCE
 GJ0637'CORNER), ABOUT 13 MILES NORTH AND 1-1/2 MILES EAST OF FREEDOM,
 GJ0637'IN PASTURE LAND OWNED BY MR. PEARL BUNTON OF KIOWA, KANSAS,
 GJ0637'AND LEASED BY MR. EZRA MAY.
 GJ0637'
 GJ0637'TO REACH STATION FROM A POINT 5 MILES SOUTH OF COLDWATER,
 GJ0637'KANSAS WHERE U.S. HIGHWAY 60 TURNS WEST, GO STRAIGHT AHEAD ON
 GJ0637'STATE HIGHWAY 1 AND CONTINUE FOR 16.0 MILES, TURN RIGHT (SOUTH)
 GJ0637'AT CROSSROADS AND TAKE STATE HIGHWAY 50 FOR 1.9 MILES.  TURN
 GJ0637'LEFT (EAST) AT T-ROAD AND GO 7.8 MILES (ON MAIN MEANDERING
 GJ0637'ROAD) TO WHERE ROAD FORKS, TAKE RIGHT FORK AND GO 3.0 MILES ON
 GJ0637'MAIN ROAD, GO STRAIGHT AHEAD WHERE STATE HIGHWAY 50 TURNS SOUTH
 GJ0637'AND CONTINUE ON MAIN DIRT ROAD FOR 2.15 MILES TO TOP OF GRADE
 GJ0637'AND HIGHEST KNOLL IN IMMEDIATE VICINITY.  MARK IS ON HIGHEST
 GJ0637'POINT OF ROUNDED KNOLL ON A HIGH NORTHEAST-SOUTHWEST RIDGE
 GJ0637'100 FEET EAST OF WEST BREAK OF KNOLL AND 100 FEET SOUTH OF
 GJ0637'CENTERLINE OF MAIN DIRT ROAD LEADING TO STATION, PROJECTS 6
 GJ0637'INCHES.
 GJ0637'
 GJ0637'REFERENCE MARK NO. 1 IS 40 FEET NORTHWEST OF SOUTHEAST BREAK
 GJ0637'OF KNOLL, 35 FEET NORTH OF CENTERLINE OF ROAD ON NORTHEAST SIDE
 GJ0637'OF KNOLL, AND PROJECTS 6 INCHES.
 GJ0637'
 GJ0637'REFERENCE MARK NO. 2 IS ON NORTHWEST BREAK OF KNOLL, 55 FEET
 GJ0637'SOUTH OF CENTERLINE OF ROAD AND ABOUT 10 FEET ABOVE SURFACE
 GJ0637'OF ROAD, AND PROJECTS 6 INCHES.
 GJ0637'
 GJ0637'TO REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ON MAIN
 GJ0637'WINDING ROAD, FOR 0.7 MILE.  MARK IS 25 FEET NORTHWEST OF
 GJ0637'CENTERLINE OF ROAD, 20 FEET WEST OF SOUTHWEST FENCE CORNER, AND
 GJ0637'PROJECTS 6 INCHES.
 GJ0637'
 GJ0637'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0637
 GJ0637                          STATION RECOVERY (1944)
 GJ0637
 GJ0637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (CC)
 GJ0637'R.M. 1 IN GOOD CONDITION.  MARK NEAR THE NE CORNER OF SEC.
 GJ0637'36, T. 29 N., R. 18 W.  APPROXIMATELY 13 MILES N, THENCE 2 MILES
 GJ0637'E OF FREEDOM.
 GJ0637
 GJ0637                          STATION RECOVERY (2012)
 GJ0637
 GJ0637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MG)
 GJ0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0876 ***********************************************************************
 FJ0876  DESIGNATION -  OCHS
 FJ0876  PID         -  FJ0876
 FJ0876  STATE/COUNTY-  OK/LOGAN
 FJ0876  COUNTRY     -  US
 FJ0876  USGS QUAD   -  LANGSTON (2018)
 FJ0876
 FJ0876                         *CURRENT SURVEY CONTROL
 FJ0876  ______________________________________________________________________
 FJ0876* NAD 83(1993) POSITION- 35 57 03.77261(N) 097 22 17.15650(W)   ADJUSTED
 FJ0876* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 FJ0876  ______________________________________________________________________
 FJ0876  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 FJ0876  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 FJ0876  HORZ ORDER      -  SECOND
 FJ0876
 FJ0876.The horizontal coordinates were established by classical geodetic methods
 FJ0876.and adjusted by the National Geodetic Survey in November 1994.
 FJ0876
 FJ0876.The orthometric height was scaled from a topographic map.
 FJ0876
 FJ0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0876.GEOID18 height accuracy estimate available here.
 FJ0876
 FJ0876.Click photographs - Photos may exist for this station.
 FJ0876
 FJ0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0876
 FJ0876. The following values were computed from the NAD 83(1993) position.
 FJ0876
 FJ0876;                    North         East     Units Scale Factor Converg.
 FJ0876;SPC OK N     -   105,704.758   656,705.891   MT  0.99995250   +0 22 15.4
 FJ0876;SPC OK N     -   346,799.69  2,154,542.58   sFT  0.99995250   +0 22 15.4
 FJ0876;UTM  14      - 3,979,744.663   646,875.786   MT  0.99986582   +0 57 22.7
 FJ0876
 FJ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0876!SPC OK N     -   0.99995225  x   0.99995250  =   0.99990475
 FJ0876!UTM  14      -   0.99995225  x   0.99986582  =   0.99981807
 FJ0876
 FJ0876:                Primary Azimuth Mark                     Grid Az
 FJ0876:SPC OK N     -  GUTHRIE EAST MUNICIPAL TANK              203 31 39.2
 FJ0876:UTM  14      -  GUTHRIE EAST MUNICIPAL TANK              202 56 31.9
 FJ0876
 FJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4687579744(NAD 83)
 FJ0876
 FJ0876|---------------------------------------------------------------------|
 FJ0876| PID    Reference Object                     Distance      Geod. Az  |
 FJ0876|                                                           dddmmss.s |
 FJ0876| CL5896 OCHS RM 1                            20.700 METERS 04510     |
 FJ0876| CL5895 OCHS AZ MK                                         1810610.8 |
 FJ0876| FJ0891 GUTHRIE EAST MUNICIPAL TANK         APPROX. 8.9 KM 2035354.6 |
 FJ0876| FJ0889 GUTHRIE WEST MUNICIPAL TANK         APPROX.10.8 KM 2200013.0 |
 FJ0876| CL5897 OCHS RM 2                            20.670 METERS 24639     |
 FJ0876| GH0730 MULHALL MUNICIPAL TANK              APPROX.13.1 KM 3470109.5 |
 FJ0876|---------------------------------------------------------------------|
 FJ0876
 FJ0876                          SUPERSEDED SURVEY CONTROL
 FJ0876
 FJ0876  NAD 83(1986)-  35 57 03.78034(N)    097 22 17.14085(W) AD(       ) 2
 FJ0876  NAD 27      -  35 57 03.61455(N)    097 22 15.99166(W) AD(       ) 2
 FJ0876
 FJ0876.Superseded values are not recommended for survey control.
 FJ0876
 FJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0876.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0876
 FJ0876_MARKER: DS = TRIANGULATION STATION DISK
 FJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0876_STAMPING: OCHS 1954
 FJ0876_MARK LOGO: CGS
 FJ0876_PROJECTION: FLUSH
 FJ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0876+STABILITY: SURFACE MOTION
 FJ0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0876+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2011
 FJ0876
 FJ0876  HISTORY     - Date     Condition        Report By
 FJ0876  HISTORY     - 1954     MONUMENTED       CGS
 FJ0876  HISTORY     - 1960     GOOD             CGS
 FJ0876  HISTORY     - 1969     GOOD             USGS
 FJ0876  HISTORY     - 20110907 GOOD             INDIV
 FJ0876
 FJ0876                          STATION DESCRIPTION
 FJ0876
 FJ0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0876'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF LANGSTON,
 FJ0876'AND ABOUT 5.5 MILES NORTHEAST OF GUTHRIE, IN THE NORTHWEST
 FJ0876'1/4 OF SEC. 13, T. 17 N., R. 2 W., IN THE FARMYARD, WEST
 FJ0876'OF THE HOME OF MR. FRED OCHS.
 FJ0876'
 FJ0876'TO REACH FROM THE INTERSECTION OF DREXEL BLVD. AND OKLAHOMA
 FJ0876'AVE. AT THE EAST EDGE OF GUTHRIE, GO EAST ON STATE HIGHWAY
 FJ0876'33 FOR 1.2 MILES TO A POINT WHERE HIGHWAY TURNS NORTH, TURN
 FJ0876'LEFT ON GRAVEL ROAD AND GO NORTH FOR 3.25 MILES TO CROSSROAD AT
 FJ0876'ROW OF EVERGREEN TREES, TURN RIGHT AND GO EAST FOR 1.0 MILE TO
 FJ0876'CROSSROAD, THEN LEFT AND GO NORTH FOR 1.6 MILES TO FARMHOUSE
 FJ0876'AND STATION ON RIGHT.
 FJ0876'
 FJ0876'THE STATION MARK, 85 FEET EAST OF THE CENTER OF A COUNTY ROAD,
 FJ0876'25 FEET NORTHWEST OF A POWER POLE, 20 FEET SOUTH OF THE
 FJ0876'CENTER OF A FARM DRIVEWAY, AND 5 FEET SOUTH OF A WHITE WITNESS
 FJ0876'POST, IS LEVEL WITH THE GROUND SURFACE, AND THE DISK IS
 FJ0876'STAMPED OCHS 1954.
 FJ0876'
 FJ0876'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 2 FEET WEST
 FJ0876'OF A TELEPHONE POLE AND PROJECTS SIX INCHES.  THE DISK IS
 FJ0876'STAMPED OCHS NO 1 1954.
 FJ0876'
 FJ0876'REFERENCE MARK NO. 2, WEST-SOUTHWEST OF THE STATION, IS
 FJ0876'2 FEET SOUTH OF A TELEPHONE POLE, AND PROJECTS 4 INCHES.  THE
 FJ0876'DISK IS STAMPED OCHS NO 2 1954.
 FJ0876'
 FJ0876'THE AZIMUTH MARK, 0.9 MILE SOUTH, IS 22 FEET EAST OF THE
 FJ0876'CENTER OF A COUNTY ROAD, 3 FEET NORTHEAST OF A WHITE WITNESS
 FJ0876'POST, 3 FEET EAST OF A FENCE, AND PROJECTS SIX INCHES.  THE
 FJ0876'DISK IS STAMPED OCHS 1954.
 FJ0876'
 FJ0876'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ0876
 FJ0876                          STATION RECOVERY (1960)
 FJ0876
 FJ0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JFD)
 FJ0876'STATION RECOVERED IN GOOD CONDITION.
 FJ0876
 FJ0876                          STATION RECOVERY (1969)
 FJ0876
 FJ0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FJ0876'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 FJ0876'AS DESCRIBED.
 FJ0876'
 FJ0876'THE AZIMUTH MARK WAS NOT VISITED, TREES IN LINE.
 FJ0876'
 FJ0876'DISTANCE TO REFERENCE MARK 1 CHECKED WITHIN PLUS .09 FT.,
 FJ0876'DISTANCE TO.
 FJ0876'
 FJ0876'REFERENCE MARK 2 CHECKED WITHIN MINUS .06 FT.
 FJ0876'
 FJ0876'DIRECTION TO REFERENCE MARK 1 CHECKED WITHIN PLUS 355.99 SEC
 FJ0876'IN AZIMUTH,
 FJ0876'
 FJ0876'DIRECTION TO REFERENCE MARK 2 CHECKED WITHIN MINUS 193.21 SEC
 FJ0876'IN AZIMUTH.
 FJ0876'
 FJ0876'DIRECTION TO GUTHRIE MWT (EAST) CHECKED WITHIN MINUS 0.23 SEC
 FJ0876'IN AZIMUTH.
 FJ0876'
 FJ0876'THE OLD DESCRIPTION IS ADEQUATE.
 FJ0876'
 FJ0876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ0876'5.5 MI. NE OF GUTHRIE.
 FJ0876
 FJ0876                          STATION RECOVERY (2011)
 FJ0876
 FJ0876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (MG)
 FJ0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0898 ***********************************************************************
 EK0898  DESIGNATION -  OCTAVIA
 EK0898  PID         -  EK0898
 EK0898  STATE/COUNTY-  OK/MCCURTAIN
 EK0898  COUNTRY     -  US
 EK0898  USGS QUAD   -  SMITHVILLE (2018)
 EK0898
 EK0898                         *CURRENT SURVEY CONTROL
 EK0898  ______________________________________________________________________
 EK0898* NAD 83(1993) POSITION- 34 27 51.70278(N) 094 42 30.18381(W)   ADJUSTED
 EK0898* NAVD 88 ORTHO HEIGHT -   501.    (meters)     1644.    (feet) SCALED
 EK0898  ______________________________________________________________________
 EK0898  GEOID HEIGHT    -        -30.811 (meters)                     GEOID18
 EK0898  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 EK0898  HORZ ORDER      -  SECOND
 EK0898
 EK0898.The horizontal coordinates were established by classical geodetic methods
 EK0898.and adjusted by the National Geodetic Survey in November 1994.
 EK0898
 EK0898.The orthometric height was scaled from a topographic map.
 EK0898
 EK0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0898.GEOID18 height accuracy estimate available here.
 EK0898
 EK0898.Click photographs - Photos may exist for this station.
 EK0898
 EK0898.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0898
 EK0898. The following values were computed from the NAD 83(1993) position.
 EK0898
 EK0898;                    North         East     Units Scale Factor Converg.
 EK0898;SPC OK S     -   130,387.503   902,358.192   MT  0.99993812   +1 52 06.2
 EK0898;SPC OK S     -   427,779.67  2,960,486.83   sFT  0.99993812   +1 52 06.2
 EK0898;UTM  15      - 3,814,969.478   343,089.629   MT  0.99990348   -0 58 01.1
 EK0898
 EK0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0898!SPC OK S     -   0.99992618  x   0.99993812  =   0.99986431
 EK0898!UTM  15      -   0.99992618  x   0.99990348  =   0.99982967
 EK0898
 EK0898:                Primary Azimuth Mark                     Grid Az
 EK0898:SPC OK S     -  HEE                                      158 53 00.3
 EK0898:UTM  15      -  HEE                                      161 43 07.6
 EK0898
 EK0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4308914969(NAD 83)
 EK0898
 EK0898|---------------------------------------------------------------------|
 EK0898| PID    Reference Object                     Distance      Geod. Az  |
 EK0898|                                                           dddmmss.s |
 EK0898| CX5994 OCTAVIA RM 1                         15.745 METERS 12434     |
 EK0898| EK0896 HEE                                 APPROX.14.5 KM 1604506.5 |
 EK0898| CX5995 OCTAVIA RM 2                         15.930 METERS 31308     |
 EK0898|---------------------------------------------------------------------|
 EK0898
 EK0898                          SUPERSEDED SURVEY CONTROL
 EK0898
 EK0898  NAD 83(1986)-  34 27 51.70555(N)    094 42 30.17504(W) AD(       ) 2
 EK0898  NAD 27      -  34 27 51.33000(N)    094 42 29.37700(W) AD(       ) 2
 EK0898
 EK0898.Superseded values are not recommended for survey control.
 EK0898
 EK0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0898.See file dsdata.pdf to determine how the superseded data were derived.
 EK0898
 EK0898_MARKER: DS = TRIANGULATION STATION DISK
 EK0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0898_STAMPING: OCTAVIA 1952
 EK0898_MARK LOGO: CGS
 EK0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0898+STABILITY: SURFACE MOTION
 EK0898
 EK0898  HISTORY     - Date     Condition        Report By
 EK0898  HISTORY     - 1952     MONUMENTED       CGS
 EK0898  HISTORY     - 1978     GOOD             OKDH
 EK0898
 EK0898                          STATION DESCRIPTION
 EK0898
 EK0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0898'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF
 EK0898'OCTAVIA AND 4 MILES WEST OF SMITHVILLE ON A LONG PROMINENT
 EK0898'WOODED RIDGE.  IT IS 28 FEET SOUTHWEST OF A TRIANGLE BLAZED
 EK0898'10 INCH OAK TREE, 17 FEET WEST OF THE CENTER OF A TRACK ROAD
 EK0898'AND 10.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 EK0898'4 INCHES AND THE DISK IS STAMPED OCTAVIA 1952.
 EK0898'
 EK0898'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF THE
 EK0898'TRACK ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EK0898'OCTAVIA NO 1 1952.
 EK0898'
 EK0898'REFERENCE MARK NO. 2 IS 56 FEET WEST OF THE CENTER OF THE
 EK0898'TRACK ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS
 EK0898'STAMPED OCTAVIA NO 2 1952.
 EK0898'
 EK0898'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 EK0898'
 EK0898'TO REACH THE STATION FROM THE POST OFFICE IN SMITHVILLE, GO
 EK0898'SOUTHWESTERLY ON STATE HIGHWAY 21 FOR 2.05 MILES TO A SIDE
 EK0898'ROAD RIGHT, TURN RIGHT AND GO GENERALLY NORTHWEST FOR 1.15
 EK0898'MILES TO A MAIL BOX AND A DIRT SIDE ROAD LEFT, TURN LEFT AND
 EK0898'GO SOUTHWEST FOR 0.65 MILE TO A WIRE GATE.  PASS THROUGH THE
 EK0898'GATE AND FOLLOW THE TRACK ROAD FOR 0.25 MILE TO A FORK, TAKE
 EK0898'THE LEFT FORK AND GO 0.45 MILE TO ANOTHER WIRE GATE, PASS
 EK0898'THROUGH THE GATE AND CONTINUE ON THE SAME TRACK ROAD FOR 0.15
 EK0898'MILE TO A SMALL STREAM, CROSS THE STREAM AND CONTINUE ON FOR
 EK0898'0.05 MILE TO A DIM TRACK ROAD LEADING OFF TO THE RIGHT,
 EK0898'CONTINUE STRAIGHT AHEAD ON THE LEFT FORK FOR 0.25 MILE TO
 EK0898'ANOTHER STREAM.  CROSS THE STREAM AND CONTINUE ON FOR 0.05
 EK0898'MILE TO A FORK.  HERE TAKE THE RIGHT FORK AND GO
 EK0898'NORTHERLY UP A VERY ROCKY AND STEEP HILL FOR 2.1 MILES TO
 EK0898'A T INTERSECTION.  TURN RIGHT AND GO NORTHERLY STILL FOR 0.25
 EK0898'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION ON THE
 EK0898'LEFT.
 EK0898'
 EK0898'THE ROAD IN TO THIS STATION IS VERY ROCKY AND STEEP, AND
 EK0898'AFTER LEAVING THE SECOND WIRE GATE SHOULD BE DRIVEN ONLY
 EK0898'WITH A VEHICLE WITH FOUR WHEEL DRIVE.
 EK0898'
 EK0898'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EK0898
 EK0898                          STATION RECOVERY (1978)
 EK0898
 EK0898'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1978 (HGU)
 EK0898'OCTAVIA 1952 RECOVERED GOOD.
 EK0898'
 EK0898'OCTAVIA NO 1 1952 RECOVERED GOOD.
 EK0898'
 EK0898'OCTAVIA NO 2 1952 RECOVERED GOOD.
 EK0898'
 EK0898'FROM INT. OF MAIN ST. AND CHOCTAW AVE. IN SMITHVILLE GO WEST ON SH
 EK0898'4 0.6 MI. TO INT. US 259 THENCE S.W. ON US 259 1.6 MI. TURN RT.
 EK0898'(WEST) ON CO. ROAD.  FOLLOW COUNTY ROAD WEST AND NORTH 2.8 MI. TURN
 EK0898'LT. (SOUTH) ON WEYERHAEUSER ROAD 1.1 MI. TURN LT. (SOUTH) 2.8 MI
 EK0898'TURN RT (WEST) 1.2 MI. TURN RT (NORTH) 3.8 MI. TO STA.
 EK0898'
 EK0898'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES WEST OF
 EK0898'SMITHVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0792 ***********************************************************************
 EL0792  DESIGNATION -  OIL
 EL0792  PID         -  EL0792
 EL0792  STATE/COUNTY-  OK/MURRAY
 EL0792  COUNTRY     -  US
 EL0792  USGS QUAD   -  SULPHUR SOUTH (2018)
 EL0792
 EL0792                         *CURRENT SURVEY CONTROL
 EL0792  ______________________________________________________________________
 EL0792* NAD 83(1993) POSITION- 34 24 20.34530(N) 096 57 06.09694(W)   ADJUSTED
 EL0792* NAVD 88 ORTHO HEIGHT -   314.22  (+/-2cm)     1030.9   (feet) VERTCON3
 EL0792  ______________________________________________________________________
 EL0792  GEOID HEIGHT    -        -25.291 (meters)                     GEOID18
 EL0792  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 EL0792  HORZ ORDER      -  SECOND
 EL0792  VERT ORDER      -  THIRD ? (See Below)
 EL0792
 EL0792.The horizontal coordinates were established by classical geodetic methods
 EL0792.and adjusted by the National Geodetic Survey in November 1994.
 EL0792
 EL0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0792
 EL0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0792.GEOID18 height accuracy estimate available here.
 EL0792
 EL0792.The vertical order pertains to the NGVD 29 superseded value.
 EL0792
 EL0792.Click photographs - Photos may exist for this station.
 EL0792
 EL0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0792
 EL0792. The following values were computed from the NAD 83(1993) position.
 EL0792
 EL0792;                    North         East     Units Scale Factor Converg.
 EL0792;SPC OK S     -   119,445.314   696,377.332   MT  0.99994077   +0 35 42.1
 EL0792;SPC OK S     -   391,880.17  2,284,697.96   sFT  0.99994077   +0 35 42.1
 EL0792;UTM  14      - 3,809,037.309   688,267.379   MT  1.00003691   +1 09 27.8
 EL0792
 EL0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0792!SPC OK S     -   0.99995465  x   0.99994077  =   0.99989542
 EL0792!UTM  14      -   0.99995465  x   1.00003691  =   0.99999156
 EL0792
 EL0792:                Primary Azimuth Mark                     Grid Az
 EL0792:SPC OK S     -  OIL AZ MK                                004 39 02.7
 EL0792:UTM  14      -  OIL AZ MK                                004 05 17.0
 EL0792
 EL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8826709037(NAD 83)
 EL0792
 EL0792|---------------------------------------------------------------------|
 EL0792| PID    Reference Object                     Distance      Geod. Az  |
 EL0792|                                                           dddmmss.s |
 EL0792| CY2705 OIL AZ MK                                          0051444.8 |
 EL0792| CY2706 OIL RM 1                              7.903 METERS 18006     |
 EL0792| CY2707 OIL RM 2                              9.850 METERS 28221     |
 EL0792|---------------------------------------------------------------------|
 EL0792
 EL0792                          SUPERSEDED SURVEY CONTROL
 EL0792
 EL0792  NAD 83(1986)-  34 24 20.35073(N)    096 57 06.08777(W) AD(       ) 2
 EL0792  NAD 27      -  34 24 20.02560(N)    096 57 05.03800(W) AD(       ) 2
 EL0792  NGVD 29             314.16   (m)         1030.7    (f) LEVELING    3  
 EL0792
 EL0792.Superseded values are not recommended for survey control.
 EL0792
 EL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0792.See file dsdata.pdf to determine how the superseded data were derived.
 EL0792
 EL0792_MARKER: DS = TRIANGULATION STATION DISK
 EL0792_SETTING: 66 = SET IN ROCK OUTCROP
 EL0792_STAMPING: OIL 1954
 EL0792_MARK LOGO: CGS
 EL0792_PROJECTION: FLUSH
 EL0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0792+STABILITY: POSITION/ELEVATION WELL
 EL0792
 EL0792  HISTORY     - Date     Condition        Report By
 EL0792  HISTORY     - 1954     MONUMENTED       CGS
 EL0792
 EL0792                          STATION DESCRIPTION
 EL0792
 EL0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0792'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF SULPHUR,
 EL0792'7 MILES WEST OF MILL CREEK AND ABOUT 0.15 EAST OF THE WEST
 EL0792'END OF A BARE ROCKY RIDGE.  IT IS ABOUT 300 FEET NORTH OF
 EL0792'THE MILL CREEK ROAD, 186 FEET WEST OF STATE HIGHWAY 18.  IT
 EL0792'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EL0792'BEDROCK AND IS ABOUT FLUSH WITH THE GROUND AND IS STAMPED
 EL0792'OIL 1954.
 EL0792'
 EL0792'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 EL0792'HOLE IN OUTCROPPING BED ROCK THAT DROPS OFF SHARPLY TO THE
 EL0792'SOUTH.  IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION
 EL0792'AND THE DISK IS STAMPED OIL NO 1 1954.
 EL0792'
 EL0792'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 EL0792'HOLE IN OUTCROPPING BEDROCK THAT DROPS OFF SHARPLY TO THE
 EL0792'NORTH.  IT IS THE SAME ELEVATION AS THE STATION AND IS STAMPED
 EL0792'OIL NO 2 1954.
 EL0792'
 EL0792'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 EL0792'CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS 36 FEET
 EL0792'EAST OF THE CENTER OF STATE HIGHWAY 18, 3 FEET WEST OF A
 EL0792'POWER LINE POLE AND 1 FOOT SOUTH OF A WHITE WITNESS POST
 EL0792'AND IS STAMPED OIL 1954.
 EL0792'
 EL0792'TO REACH FROM THE SENIOR HIGH SCHOOL IN SULPHUR GO EAST ON
 EL0792'STATE HIGHWAY 7 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY
 EL0792'18, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 18 FOR 6.55
 EL0792'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 EL0792'SOUTH FOR 0.6 MILE TO THE TOP OF THE GRADE AND THE STATION ABOUT
 EL0792'60 YARDS TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0971 ***********************************************************************
 GH0971  DESIGNATION -  OILTON
 GH0971  PID         -  GH0971
 GH0971  STATE/COUNTY-  OK/CREEK
 GH0971  COUNTRY     -  US
 GH0971  USGS QUAD   -  OILTON (2018)
 GH0971
 GH0971                         *CURRENT SURVEY CONTROL
 GH0971  ______________________________________________________________________
 GH0971* NAD 83(1993) POSITION- 36 06 56.44138(N) 096 32 18.10565(W)   ADJUSTED
 GH0971* NAVD 88 ORTHO HEIGHT -   285.6   (meters)      937.    (feet) VERTCON3
 GH0971  ______________________________________________________________________
 GH0971  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 GH0971  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 GH0971  HORZ ORDER      -  FIRST
 GH0971
 GH0971.The horizontal coordinates were established by classical geodetic methods
 GH0971.and adjusted by the National Geodetic Survey in November 1994.
 GH0971
 GH0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0971
 GH0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0971.GEOID18 height accuracy estimate available here.
 GH0971
 GH0971.Click photographs - Photos may exist for this station.
 GH0971
 GH0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0971
 GH0971. The following values were computed from the NAD 83(1993) position.
 GH0971
 GH0971;                    North         East     Units Scale Factor Converg.
 GH0971;SPC OK N     -   124,778.050   731,581.777   MT  0.99994582   +0 51 45.3
 GH0971;SPC OK N     -   409,375.99  2,400,197.88   sFT  0.99994582   +0 51 45.3
 GH0971;UTM  14      - 3,999,585.297   721,558.037   MT  1.00020488   +1 27 05.5
 GH0971
 GH0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0971!SPC OK N     -   0.99995963  x   0.99994582  =   0.99990545
 GH0971!UTM  14      -   0.99995963  x   1.00020488  =   1.00016450
 GH0971
 GH0971:                Primary Azimuth Mark                     Grid Az
 GH0971:SPC OK N     -  KEYSTONE                                 089 29 45.5
 GH0971:UTM  14      -  KEYSTONE                                 088 54 25.3
 GH0971
 GH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2155899585(NAD 83)
 GH0971
 GH0971|---------------------------------------------------------------------|
 GH0971| PID    Reference Object                     Distance      Geod. Az  |
 GH0971|                                                           dddmmss.s |
 GH0971| CI2704 OILTON RM 3                          27.078 METERS 02312     |
 GH0971| GH0949 KEYSTONE                            APPROX.25.8 KM 0902130.8 |
 GH0971| CI2702 OILTON RM 1                          19.943 METERS 17012     |
 GH0971| GH0970 DRUMRIGHT CITY SERV PMP STA TK      APPROX. 9.2 KM 1994111.4 |
 GH0971| FJ1252 DRUMRIGHT MUNICIPAL TANK            APPROX.15.4 KM 2021801.2 |
 GH0971| GH0969 OILTON MUNICIPAL TANK               APPROX. 6.0 KM 2352517.2 |
 GH0971| GH0972 YALE MUNICIPAL TANK                 APPROX.15.5 KM 2685443.1 |
 GH0971| CI2703 OILTON RM 2                          16.450 METERS 28311     |
 GH0971| GH0968 JENNINGS MUNICIPAL TANK             APPROX. 7.9 KM 3400104.7 |
 GH0971|---------------------------------------------------------------------|
 GH0971
 GH0971                          SUPERSEDED SURVEY CONTROL
 GH0971
 GH0971  NAD 83(1986)-  36 06 56.45622(N)    096 32 18.08845(W) AD(       ) 1
 GH0971  NAD 27      -  36 06 56.21100(N)    096 32 17.02300(W) AD(       ) 1
 GH0971  NGVD 29 (07/19/86)  285.5    (m)          937.     (f) VERT ANG       
 GH0971
 GH0971.Superseded values are not recommended for survey control.
 GH0971
 GH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0971.See file dsdata.pdf to determine how the superseded data were derived.
 GH0971
 GH0971_MARKER: DS = TRIANGULATION STATION DISK
 GH0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0971_STAMPING: OILTON 1935
 GH0971_MARK LOGO: CGS
 GH0971_PROJECTION: RECESSED 8 CENTIMETERS
 GH0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0971+STABILITY: SURFACE MOTION
 GH0971
 GH0971  HISTORY     - Date     Condition        Report By
 GH0971  HISTORY     - 1935     MONUMENTED       CGS
 GH0971  HISTORY     - 1938     GOOD             CGS
 GH0971  HISTORY     - 1970     GOOD             NGS
 GH0971  HISTORY     - 1970     GOOD             OKDH
 GH0971  HISTORY     - 1971     GOOD             OKDH
 GH0971
 GH0971                          STATION DESCRIPTION
 GH0971
 GH0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0971'IN THE SOUTHEAST QUARTER OF SEC. 14, T. 19 N., R. 7 E., ABOUT
 GH0971'4.0 MILES NORTHEAST OF OILTON, ON THE HIGHEST AND SOUTHERMOST
 GH0971'POINT OF A TIMBERED RIDGE, 0.5 MILE NORTH OF THE CIMARRON RIVER,
 GH0971'50 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 16-INCH OAK AND 3
 GH0971'INCHES UNDERGROUND.
 GH0971'
 GH0971'TO REACH FROM INTERSECTION OF MAIN STREET AND STATE HIGHWAY 48
 GH0971'IN OILTON, GO NORTHERLY AND EASTERLY FOR 2.6 MILES ACROSS THE
 GH0971'CIMARRON RIVER TO Y-JUNCTION OF STATE HIGHWAYS 48 AND 51, THENCE
 GH0971'RIGHT ON STATE HIGHWAY 48 FOR 0.2 MILE TO DIRT ROAD LEADING
 GH0971'EAST, FOLLOW DIRT ROAD EAST FOR 0.5 MILE TO FORK, FOLLOW LEFT
 GH0971'FORK FOR 0.5 MILE TO END OF GRADED ROAD AND TWO GATES, THEN
 GH0971'ENTER RIGHT GATE, FOLLOW TRAIL FOR 0.6 MILE TO GATE, BLAZED
 GH0971'TREE, AND FORK.  FOLLOW LEFT FORK FOR 0.55 MILE TO
 GH0971'TRIANGULAR-BLAZED OAK ON RIGHT OF TRAIL, TURN RIGHT, FOLLOW
 GH0971'DIM TRAIL SOUTHERLY FOR 0.1 MILE TO CLEARED RIGHT-OF-WAY.
 GH0971'TAKE DOWN FENCES, CROSS RIGHT-OF-WAY, CONTINUE
 GH0971'SOUTHERLY FOR 0.3 MILE TO TOP OF RIDGE AND STATION.
 GH0971'
 GH0971'SURFACE MARK IS A STANDARD BRONZE DISK IN CONCRETE.
 GH0971'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GH0971'OUTCROPPING BEDROCK.
 GH0971'
 GH0971'REFERENCE MARK NO. 1 IS 19.931 METERS SOUTH OF STATION.
 GH0971'REFERENCE MARK NO. 2 IS 16.454 METERS WEST OF STATION.  REFERENCE
 GH0971'MARK NO. 3 IS 27.085 METERS NORTH OF STATION.
 GH0971'
 GH0971'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH0971
 GH0971                          STATION RECOVERY (1938)
 GH0971
 GH0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0971'ABOUT 4.0 MILES NORTHEAST OF OILTON, 0.5 MILE NORTH OF THE
 GH0971'CIMARRON RIVER, ON THE HIGHEST AND MOST SOUTHERN POINT OF A
 GH0971'TIMBERED RIDGE, IN THE SOUTHEAST QUARTER OF SEC. 14, T. 19 N.,
 GH0971'R. 7 E., 50 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 16-INCH OAK,
 GH0971'AND IS ABOUT 3 INCHES UNDERGROUND.
 GH0971'
 GH0971'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 GH0971'48 IN OILTON, GO NORTH ON 48 FOR 2.6 MILES ACROSS CIMARRON
 GH0971'RIVER TO JUNCTION OF STATE HIGHWAY 51, THENCE RIGHT ON 48 FOR
 GH0971'0.2 MILE TO A DIRT ROAD LEADING EAST.  TURN EAST ON DIRT ROAD AND
 GH0971'GO 0.4 MILE TO A RIGHT TURN, THENCE CONTINUE STRAIGHT AHEAD FOR
 GH0971'0.5 MILE TO END OF GRADED ROAD, THENCE FOLLOW UNIMPROVED ROAD
 GH0971'0.05 MILE TO A LEFT TURN, CONTINUE STRAIGHT AHEAD 0.15 MILE TO
 GH0971'A RIGHT TURN, CONTINUE STRAIGHT AHEAD 0.4 MILE TO A GATE.
 GH0971'PASS THROUGH GATE AND FOLLOW TRAIL-ROAD 0.5 MILE TO A FORK,
 GH0971'THENCE RIGHT FORK FOR 0.1 MILE, THENCE TURN RIGHT (SOUTH)
 GH0971'AND FOLLOW DIM TRAIL 0.5 MILE TO A TRIANGULAR-BLAZED 16-INCH
 GH0971'OAK TREE ON THE TOP OF THE RIDGE AND STATION.
 GH0971'
 GH0971'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 GH0971'
 GH0971'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 GH0971'BEDROCK.
 GH0971'
 GH0971'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 GH0971
 GH0971                          STATION RECOVERY (1970)
 GH0971
 GH0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 GH0971'THE STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK,
 GH0971'RM 1, RM 2, AND RM 3 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 GH0971'AZIMUTH MARK WAS NOT VISITED.  MEASURED QUANTITIES WERE AS
 GH0971'SHOWN ABOVE.
 GH0971
 GH0971                          STATION RECOVERY (1970)
 GH0971
 GH0971'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970
 GH0971'THE STATION MARKER AND ALL THREE REFERENCE MARKS WERE
 GH0971'EASILY FOUND FROM PUBLISHED DATA AND IN GOOD CONDITION,
 GH0971'SHOWING NO SIGNS OF BEING DISTURBED.
 GH0971
 GH0971                          STATION RECOVERY (1971)
 GH0971
 GH0971'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 GH0971'OILTON 1935- RECOVERED IN GOOD CONDITION.
 GH0971'
 GH0971'OILTON RM NO 1 1935- RECOVERED IN GOOD CONDITION.
 GH0971'
 GH0971'OILTON RM NO 2 1935- RECOVERED IN GOOD CONDITION.
 GH0971'
 GH0971'OILTON RM NO 3 1935- RECOVERED IN GOOD CONDITION.
 GH0971'
 GH0971'DESCRIPTION IS ADEQUATE TO REACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0969 ***********************************************************************
 GH0969  DESIGNATION -  OILTON MUNICIPAL TANK
 GH0969  PID         -  GH0969
 GH0969  STATE/COUNTY-  OK/CREEK
 GH0969  COUNTRY     -  US
 GH0969  USGS QUAD   -  OILTON (2018)
 GH0969
 GH0969                         *CURRENT SURVEY CONTROL
 GH0969  ______________________________________________________________________
 GH0969* NAD 83(1993) POSITION- 36 05 06.63037(N) 096 35 34.29069(W)   ADJUSTED
 GH0969  ______________________________________________________________________
 GH0969  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 GH0969  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 GH0969  HORZ ORDER      -  THIRD
 GH0969
 GH0969.The horizontal coordinates were established by classical geodetic methods
 GH0969.and adjusted by the National Geodetic Survey in November 1994.
 GH0969
 GH0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0969.GEOID18 height accuracy estimate available here.
 GH0969
 GH0969.Click photographs - Photos may exist for this station.
 GH0969
 GH0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0969
 GH0969. The following values were computed from the NAD 83(1993) position.
 GH0969
 GH0969;                    North         East     Units Scale Factor Converg.
 GH0969;SPC OK N     -   121,321.461   726,725.269   MT  0.99994643   +0 49 49.5
 GH0969;SPC OK N     -   398,035.49  2,384,264.49   sFT  0.99994643   +0 49 49.5
 GH0969;UTM  14      - 3,996,078.154   716,736.099   MT  1.00017884   +1 25 06.0
 GH0969
 GH0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1673696078(NAD 83)
 GH0969
 GH0969                          SUPERSEDED SURVEY CONTROL
 GH0969
 GH0969  NAD 83(1986)-  36 05 06.64453(N)    096 35 34.27275(W) AD(       ) 3
 GH0969  NAD 27      -  36 05 06.40500(N)    096 35 33.20200(W) AD(       ) 3
 GH0969
 GH0969.Superseded values are not recommended for survey control.
 GH0969
 GH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0969.See file dsdata.pdf to determine how the superseded data were derived.
 GH0969
 GH0969_MARKER: 53 = ELEVATED TANK
 GH0969
 GH0969  HISTORY     - Date     Condition        Report By
 GH0969  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0969
 GH0969                          STATION DESCRIPTION
 GH0969
 GH0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0969'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, LOCATED
 GH0969'IN THE NORTHWEST PART OF THE TOWN OF OILTON, APPROXIMATELY
 GH0969'140 FEET HIGH.
 GH0969'
 GH0969'OBJECT WAS OBSERVED UPON FROM TRIANGULATION STATIONS OILTON,
 GH0969'CUSHING, INDIAN AND DRUMRIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1425 ***********************************************************************
 GL1425  DESIGNATION -  OK HIGH PT MON
 GL1425  PID         -  GL1425
 GL1425  STATE/COUNTY-  OK/CIMARRON
 GL1425  COUNTRY     -  US
 GL1425  USGS QUAD   -  KENTON (2018)
 GL1425
 GL1425                         *CURRENT SURVEY CONTROL
 GL1425  ______________________________________________________________________
 GL1425* NAD 83(1993) POSITION- 36 55 54.79975(N) 102 59 52.23222(W)   NO CHECK
 GL1425* NAVD 88 ORTHO HEIGHT -  1520.    (meters)     4987.    (feet) SCALED
 GL1425  ______________________________________________________________________
 GL1425  GEOID HEIGHT    -        -22.341 (meters)                     GEOID18
 GL1425  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC18
 GL1425  HORZ ORDER      -  THIRD
 GL1425
 GL1425.The horizontal coordinates were established by classical geodetic methods
 GL1425.and adjusted by the National Geodetic Survey in November 1994.
 GL1425
 GL1425.No horizontal observational check was made to the station.
 GL1425
 GL1425.The orthometric height was scaled from a topographic map.
 GL1425
 GL1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1425.GEOID18 height accuracy estimate available here.
 GL1425
 GL1425.Click photographs - Photos may exist for this station.
 GL1425
 GL1425.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1425
 GL1425. The following values were computed from the NAD 83(1993) position.
 GL1425
 GL1425;                    North         East     Units Scale Factor Converg.
 GL1425;SPC OK N     -   225,817.441   154,918.568   MT  1.00003432   -2 56 58.1
 GL1425;SPC OK N     -   740,869.39    508,262.00   sFT  1.00003432   -2 56 58.1
 GL1425;UTM  13      - 4,089,189.057   678,313.072   MT  0.99999171   +1 12 12.0
 GL1425
 GL1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1425!SPC OK N     -   0.99976507  x   1.00003432  =   0.99979938
 GL1425!UTM  13      -   0.99976507  x   0.99999171  =   0.99975678
 GL1425
 GL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7831389189(NAD 83)
 GL1425
 GL1425                          SUPERSEDED SURVEY CONTROL
 GL1425
 GL1425  NAD 83(1992)-  36 55 54.80181(N)    102 59 52.24273(W) AD(       ) 3
 GL1425  NAD 83(1986)-  36 55 54.80917(N)    102 59 52.22746(W) AD(       ) 3
 GL1425  NAD 27      -  36 55 54.73755(N)    102 59 50.49718(W) AD(       ) 3
 GL1425
 GL1425.Superseded values are not recommended for survey control.
 GL1425
 GL1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1425.See file dsdata.pdf to determine how the superseded data were derived.
 GL1425
 GL1425_MARKER: 70 = MONUMENT
 GL1425
 GL1425  HISTORY     - Date     Condition        Report By
 GL1425  HISTORY     - 1966     FIRST OBSERVED   USGS
 GL1425  HISTORY     - 20041014 GOOD             GEOCAC
 GL1425
 GL1425                          STATION DESCRIPTION
 GL1425
 GL1425'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL1425'OKLAHOMA HIGH POINT MONUMENT--KENTON, ABOUT 2.0 MI N. AND 2.0 MI W.
 GL1425'OF.  ON BLACK MESA.  5.2 MI S. OF COLORADO - OKLAHOMA STATE LINE.
 GL1425'1299 FT E. OF NEW MEXICO - OKLAHOMA STATE LINE.  IN SEC. 6, T. 5 N.,
 GL1425'R. 1 E..  MARKING HIGHEST POINT IN OKLAHOMA, A GRANITE PEDESTAL 10 FT
 GL1425'HIGH AND 2 FT SQUARE AT BASE, CENTERED ON A 6 FT SQUARE CONCRETE BASE.
 GL1425
 GL1425                          STATION RECOVERY (2004)
 GL1425
 GL1425'RECOVERY NOTE BY GEOCACHING 2004 (SGK)
 GL1425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS1763 ***********************************************************************
 DS1763  CORS        -  This is a GPS Continuously Operating Reference Station.
 DS1763  DESIGNATION -  OKAK ANADARKO CORS ARP
 DS1763  CORS_ID     -  OKAK
 DS1763  PID         -  DS1763
 DS1763  STATE/COUNTY-  OK/CADDO
 DS1763  COUNTRY     -  US
 DS1763  USGS QUAD   -  ANADARKO EAST (2018)
 DS1763
 DS1763                         *CURRENT SURVEY CONTROL
 DS1763  ______________________________________________________________________
 DS1763* NAD 83(2011) POSITION- 35 04 16.64454(N) 098 12 55.45471(W)   ADJUSTED
 DS1763* NAD 83(2011) ELLIP HT-   337.435 (meters)        (06/??/25)   ADJUSTED
 DS1763* NAD 83(2011) EPOCH   -  2010.00
 DS1763  ______________________________________________________________________
 DS1763  GEOID HEIGHT    -        -26.745 (meters)                     GEOID18
 DS1763  NAD 83(2011) X  -   -746,792.665 (meters)                     COMP
 DS1763  NAD 83(2011) Y  - -5,172,530.886 (meters)                     COMP
 DS1763  NAD 83(2011) Z  -  3,644,536.661 (meters)                     COMP
 DS1763
 DS1763.Formal positional accuracy estimates are not available for this CORS
 DS1763.because its coordinates were determined in part using modeled velocities.
 DS1763.A time-series residual plot is available that shows daily coordinate
 DS1763.variations relative to the published coordinates and modeled velocities.
 DS1763.Large residuals may indicate a potential error in the modeled velocities.
 DS1763
 DS1763.Residual plot at:
 DS1763.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKAK.
 DS1763
 DS1763.The coordinates were established by GPS observations
 DS1763.and adjusted by the National Geodetic Survey in June 2025.
 DS1763
 DS1763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1763.been affixed to the stable North American Tectonic Plate. 
 DS1763
 DS1763.The coordinates are valid at the epoch date displayed above
 DS1763.which is a decimal equivalence of Year/Month/Day.
 DS1763
 DS1763.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DS1763.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DS1763.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DS1763.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DS1763.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DS1763.published epoch of 2010.00.
 DS1763
 DS1763.Additional information on MYCS is available at:
 DS1763.https://geodesy.noaa.gov/CORS/index.shtml
 DS1763
 DS1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1763.GEOID18 height accuracy estimate available here.
 DS1763
 DS1763.The PID for the CORS L1 Phase Center is DS1764.
 DS1763
 DS1763.Click photographs - Photos may exist for this station.
 DS1763
 DS1763.The XYZ, and position/ellipsoidal ht. are equivalent.
 DS1763
 DS1763.The ellipsoidal height was determined by GPS observations
 DS1763.and is referenced to NAD 83.
 DS1763
 DS1763. The following values were computed from the NAD 83(2011) position.
 DS1763
 DS1763;                    North         East     Units Scale Factor Converg.
 DS1763;SPC OK S     -   192,804.924   580,353.790   MT  0.99997199   -0 07 20.2
 DS1763;SPC OK S     -   632,560.82  1,904,044.06   sFT  0.99997199   -0 07 20.2
 DS1763;UTM  14      - 3,881,230.358   571,534.290   MT  0.99966306   +0 27 03.0
 DS1763
 DS1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1763!SPC OK S     -   0.99994704  x   0.99997199  =   0.99991903
 DS1763!UTM  14      -   0.99994704  x   0.99966306  =   0.99961011
 DS1763
 DS1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7153481230(NAD 83)
 DS1763
 DS1763                          SUPERSEDED SURVEY CONTROL
 DS1763
 DS1763  NAD 83(2011)-  35 04 16.64469(N)    098 12 55.45444(W) AD(2010.00) c
 DS1763  ELLIP H (05/??/24)  337.440  (m)                       GP(2010.00) c c
 DS1763
 DS1763.Superseded values are not recommended for survey control.
 DS1763
 DS1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1763.See file dsdata.pdf to determine how the superseded data were derived.
 DS1763
 DS1763_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DS1763
 DS1763                          STATION DESCRIPTION
 DS1763
 DS1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DS1763'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DS1763'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DS1763'AND LOG FILES ACCESSIBLE AT:
 DS1763'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS1765 ***********************************************************************
 DS1765  CORS        -  This is a GPS Continuously Operating Reference Station.
 DS1765  DESIGNATION -  OKAK ANADARKO CORS GRP
 DS1765  CORS_ID     -  OKAK
 DS1765  PID         -  DS1765
 DS1765  STATE/COUNTY-  OK/CADDO
 DS1765  COUNTRY     -  US
 DS1765  USGS QUAD   -  ANADARKO EAST (2018)
 DS1765
 DS1765                         *CURRENT SURVEY CONTROL
 DS1765  ______________________________________________________________________
 DS1765* NAD 83(2011) POSITION- 35 04 16.64454(N) 098 12 55.45471(W)   ADJUSTED
 DS1765* NAD 83(2011) ELLIP HT-   337.400 (meters)        (06/??/25)   ADJUSTED
 DS1765* NAD 83(2011) EPOCH   -  2010.00
 DS1765  ______________________________________________________________________
 DS1765  GEOID HEIGHT    -        -26.745 (meters)                     GEOID18
 DS1765  NAD 83(2011) X  -   -746,792.661 (meters)                     COMP
 DS1765  NAD 83(2011) Y  - -5,172,530.857 (meters)                     COMP
 DS1765  NAD 83(2011) Z  -  3,644,536.641 (meters)                     COMP
 DS1765  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 DS1765
 DS1765.Formal positional accuracy estimates are not available for this CORS
 DS1765.because its coordinates were determined in part using modeled velocities.
 DS1765.A time-series residual plot is available that shows daily coordinate
 DS1765.variations relative to the published coordinates and modeled velocities.
 DS1765.Large residuals may indicate a potential error in the modeled velocities.
 DS1765
 DS1765.Residual plot at:
 DS1765.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKAK.
 DS1765
 DS1765.The horizontal coordinates were established by GPS observations
 DS1765.and adjusted by the National Geodetic Survey in June 2025.
 DS1765
 DS1765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1765.been affixed to the stable North American Tectonic Plate. 
 DS1765
 DS1765.The horizontal coordinates are valid at the epoch date displayed above
 DS1765.which is a decimal equivalence of Year/Month/Day.
 DS1765
 DS1765.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DS1765.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DS1765.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DS1765.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DS1765.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DS1765.published epoch of 2010.00.
 DS1765
 DS1765.Additional information on MYCS is available at:
 DS1765.https://geodesy.noaa.gov/CORS/index.shtml
 DS1765
 DS1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1765.GEOID18 height accuracy estimate available here.
 DS1765
 DS1765.Click photographs - Photos may exist for this station.
 DS1765
 DS1765.The XYZ, and position/ellipsoidal ht. are equivalent.
 DS1765
 DS1765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1765
 DS1765.The ellipsoidal height was determined by GPS observations
 DS1765.and is referenced to NAD 83.
 DS1765
 DS1765. The following values were computed from the NAD 83(2011) position.
 DS1765
 DS1765;                    North         East     Units Scale Factor Converg.
 DS1765;SPC OK S     -   192,804.924   580,353.790   MT  0.99997199   -0 07 20.2
 DS1765;SPC OK S     -   632,560.82  1,904,044.06   sFT  0.99997199   -0 07 20.2
 DS1765;UTM  14      - 3,881,230.358   571,534.290   MT  0.99966306   +0 27 03.0
 DS1765
 DS1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1765!SPC OK S     -   0.99994704  x   0.99997199  =   0.99991903
 DS1765!UTM  14      -   0.99994704  x   0.99966306  =   0.99961012
 DS1765
 DS1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7153481230(NAD 83)
 DS1765
 DS1765                          SUPERSEDED SURVEY CONTROL
 DS1765
 DS1765  NAD 83(2011)-  35 04 16.64469(N)    098 12 55.45444(W) AD(2010.00) A
 DS1765  ELLIP H (05/??/24)  337.405  (m)                       GP(2010.00) 4 1
 DS1765
 DS1765.Superseded values are not recommended for survey control.
 DS1765
 DS1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1765.See file dsdata.pdf to determine how the superseded data were derived.
 DS1765
 DS1765_STAMPING: UNKNOWN
 DS1765
 DS1765                          STATION DESCRIPTION
 DS1765
 DS1765'THIS MONUMENT IS ASSOCIATED WITH STATION 'OKAK'
 DS1765'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DS1765'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DS1765'AND LOG FILES ACCESSIBLE AT:
 DS1765'https://geodesy.noaa.gov/CORS/index.shtml
 DS1765'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0723 ***********************************************************************
 GH0723  DESIGNATION -  OKAM
 GH0723  PID         -  GH0723
 GH0723  STATE/COUNTY-  OK/PAYNE
 GH0723  COUNTRY     -  US
 GH0723  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0723
 GH0723                         *CURRENT SURVEY CONTROL
 GH0723  ______________________________________________________________________
 GH0723* NAD 83(1993) POSITION- 36 07 21.57408(N) 097 04 07.37848(W)   ADJUSTED
 GH0723* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 GH0723  ______________________________________________________________________
 GH0723  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GH0723  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 GH0723  HORZ ORDER      -  SECOND
 GH0723
 GH0723.The horizontal coordinates were established by classical geodetic methods
 GH0723.and adjusted by the National Geodetic Survey in November 1994.
 GH0723
 GH0723.The orthometric height was scaled from a topographic map.
 GH0723
 GH0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0723.GEOID18 height accuracy estimate available here.
 GH0723
 GH0723.Click photographs - Photos may exist for this station.
 GH0723
 GH0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0723
 GH0723. The following values were computed from the NAD 83(1993) position.
 GH0723
 GH0723;                    North         East     Units Scale Factor Converg.
 GH0723;SPC OK N     -   124,964.240   683,831.919   MT  0.99994571   +0 32 58.5
 GH0723;SPC OK N     -   409,986.84  2,243,538.55   sFT  0.99994571   +0 32 58.5
 GH0723;UTM  14      - 3,999,280.509   673,802.194   MT  0.99997221   +1 08 19.7
 GH0723
 GH0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0723!SPC OK N     -   0.99996109  x   0.99994571  =   0.99990681
 GH0723!UTM  14      -   0.99996109  x   0.99997221  =   0.99993330
 GH0723
 GH0723:                Primary Azimuth Mark                     Grid Az
 GH0723:SPC OK N     -  OKAM AZ MK                               256 44 58.2
 GH0723:UTM  14      -  OKAM AZ MK                               256 09 37.0
 GH0723
 GH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7380299280(NAD 83)
 GH0723
 GH0723|---------------------------------------------------------------------|
 GH0723| PID    Reference Object                     Distance      Geod. Az  |
 GH0723|                                                           dddmmss.s |
 GH0723| CL5899 OKAM RM 2                            58.409 METERS 08419     |
 GH0723| GH0719 STILLWATER LT PWR PLT CONC STK      APPROX. 1.4 KM 1115821.3 |
 GH0723| GH0720 STILLWATER MUNICIPAL TANK           APPROX. 1.5 KM 1365645.9 |
 GH0723| GH0716 STILLWATER OK A AND M COLL TK       APPROX. 0.9 KM 2433907.7 |
 GH0723| CL5898 OKAM AZ MK                                         2571756.7 |
 GH0723| GH0721 ENGINEER                             60.693 METERS 35954     |
 GH0723|---------------------------------------------------------------------|
 GH0723
 GH0723                          SUPERSEDED SURVEY CONTROL
 GH0723
 GH0723  NAD 83(1986)-  36 07 21.58428(N)    097 04 07.36276(W) AD(       ) 2
 GH0723  NAD 27      -  36 07 21.40400(N)    097 04 06.24100(W) AD(       ) 2
 GH0723
 GH0723.Superseded values are not recommended for survey control.
 GH0723
 GH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0723.See file dsdata.pdf to determine how the superseded data were derived.
 GH0723
 GH0723_MARKER: DS = TRIANGULATION STATION DISK
 GH0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0723_STAMPING: OKAM 1938
 GH0723_MARK LOGO: CGS
 GH0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0723+STABILITY: SURFACE MOTION
 GH0723
 GH0723  HISTORY     - Date     Condition        Report By
 GH0723  HISTORY     - 1938     MONUMENTED       CGS
 GH0723
 GH0723                          STATION DESCRIPTION
 GH0723
 GH0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0723'STATION IS LOCATED ON THE OKLAHOMA A. AND M. COLLEGE CAMPUS
 GH0723'IN STILLWATER.  IT IS ABOUT 175 FEET SOUTH OF THE NEW ENGINEERING
 GH0723'BUILDING AND ABOUT 100 YARDS NORTH OF THE CONCRETE CHIMNEY OF
 GH0723'THE COLLEGE POWER PLANT.  THE STATION SITE IS BEING FILLED IN
 GH0723'ABOUT 2.5 FEET AND THE MARK WILL BE HARD TO RECOVER IN THE
 GH0723'FURTURE.
 GH0723'
 GH0723'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 GH0723'IN CONCRETE.
 GH0723'
 GH0723'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION AND ABOUT
 GH0723'30 FEET WEST OF THE NORTHWEST CORNER OF THE HOSPITAL BUILDING.
 GH0723'
 GH0723'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1143 ***********************************************************************
 FJ1143  DESIGNATION -  OKARCHE
 FJ1143  PID         -  FJ1143
 FJ1143  STATE/COUNTY-  OK/KINGFISHER
 FJ1143  COUNTRY     -  US
 FJ1143  USGS QUAD   -  KINGFISHER (2018)
 FJ1143
 FJ1143                         *CURRENT SURVEY CONTROL
 FJ1143  ______________________________________________________________________
 FJ1143* NAD 83(1993) POSITION- 35 46 09.29255(N) 097 58 52.88923(W)   ADJUSTED
 FJ1143* NAVD 88 ORTHO HEIGHT -   370.13  (+/-2cm)     1214.3   (feet) VERTCON3
 FJ1143  ______________________________________________________________________
 FJ1143  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 FJ1143  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FJ1143  HORZ ORDER      -  FIRST
 FJ1143  VERT ORDER      -  THIRD ? (See Below)
 FJ1143
 FJ1143.The horizontal coordinates were established by classical geodetic methods
 FJ1143.and adjusted by the National Geodetic Survey in November 1994.
 FJ1143
 FJ1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1143
 FJ1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1143.GEOID18 height accuracy estimate available here.
 FJ1143
 FJ1143.The vertical order pertains to the NGVD 29 superseded value.
 FJ1143
 FJ1143.Click photographs - Photos may exist for this station.
 FJ1143
 FJ1143.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1143
 FJ1143. The following values were computed from the NAD 83(1993) position.
 FJ1143
 FJ1143;                    North         East     Units Scale Factor Converg.
 FJ1143;SPC OK N     -    85,350.282   601,685.652   MT  0.99996941   +0 00 39.6
 FJ1143;SPC OK N     -   280,020.05  1,974,030.34   sFT  0.99996941   +0 00 39.6
 FJ1143;UTM  14      - 3,958,833.626   592,076.029   MT  0.99970447   +0 35 43.7
 FJ1143
 FJ1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1143!SPC OK N     -   0.99994616  x   0.99996941  =   0.99991557
 FJ1143!UTM  14      -   0.99994616  x   0.99970447  =   0.99965065
 FJ1143
 FJ1143:                Primary Azimuth Mark                     Grid Az
 FJ1143:SPC OK N     -  OKARCHE AZ MK                            125 19 25.2
 FJ1143:UTM  14      -  OKARCHE AZ MK                            124 44 21.1
 FJ1143
 FJ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9207658833(NAD 83)
 FJ1143
 FJ1143|---------------------------------------------------------------------|
 FJ1143| PID    Reference Object                     Distance      Geod. Az  |
 FJ1143|                                                           dddmmss.s |
 FJ1143| CL5901 OKARCHE RM 1                         14.737 METERS 00025     |
 FJ1143| FJ1148 KINGFISHER MUNICIPAL TANK           APPROX.11.2 KM 0223720.2 |
 FJ1143| FJ1144 KINGFISHER ST PETER CATH CH         APPROX.10.9 KM 0240022.1 |
 FJ1143| FJ1149 KINGFISHER REA RAD STA MAST         APPROX.11.3 KM 0251230.1 |
 FJ1143| CL5902 OKARCHE RM 2                         13.290 METERS 08943     |
 FJ1143| CL5900 OKARCHE AZ MK                                      1252004.8 |
 FJ1143| FJ1138 OKARCHE FARMERS COOP ELEV           APPROX. 5.0 KM 1711055.3 |
 FJ1143| FJ1132 OKARCHE MUNICIPAL TANK              APPROX. 4.7 KM 1783232.2 |
 FJ1143|---------------------------------------------------------------------|
 FJ1143
 FJ1143                          SUPERSEDED SURVEY CONTROL
 FJ1143
 FJ1143  NAD 83(1986)-  35 46 09.29731(N)    097 58 52.87524(W) AD(       ) 1
 FJ1143  NAD 27      -  35 46 09.13542(N)    097 58 51.68648(W) AD(       ) 1
 FJ1143  NGVD 29             369.98   (m)         1213.8    (f) LEVELING    3  
 FJ1143
 FJ1143.Superseded values are not recommended for survey control.
 FJ1143
 FJ1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1143.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1143
 FJ1143_MARKER: DS = TRIANGULATION STATION DISK
 FJ1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1143_STAMPING: OKARCHE 1954
 FJ1143_MARK LOGO: CGS
 FJ1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1143+STABILITY: SURFACE MOTION
 FJ1143
 FJ1143  HISTORY     - Date     Condition        Report By
 FJ1143  HISTORY     - 1954     MONUMENTED       CGS
 FJ1143  HISTORY     - 1959     GOOD             CGS
 FJ1143  HISTORY     - 1968     GOOD             CGS
 FJ1143
 FJ1143                          STATION DESCRIPTION
 FJ1143
 FJ1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1143'THE STATION IS IN THE NORTHEAST QUARTER OF SEC. 19, T. 15 N.,
 FJ1143'R. 7 W., ONE FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE ALONG
 FJ1143'AN EAST-WEST SECTION-LINE ROAD.  IT IS 3 MILES NORTH AND
 FJ1143'1/4 MILE WEST OF OKARCHE AND 1.4 MILES WEST OF U.S. HIGHWAY
 FJ1143'81.
 FJ1143'
 FJ1143'TO REACH FROM THE CROSS STREETS IN THE CENTER OF THE TOWN
 FJ1143'OF OKARCHE GO NORTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO A
 FJ1143'POINT WHERE THE HIGHWAY CURVES RIGHT AND A DIRT ROAD CONTINUES
 FJ1143'STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD FOR 2.5
 FJ1143'MILES TO THE AZIMUTH MARK ON THE RIGHT, 0.1 MILE NORTH OF
 FJ1143'A PRIVATE DRIVE ON THE LEFT.  CONTINUE NORTH ON THE DIRT
 FJ1143'ROAD FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO WEST
 FJ1143'FOR 0.25 MILE TO A FIELD ENTRANCE ON THE LEFT AND THE STATION
 FJ1143'78 FEET WEST OF THE WEST GATE POST.
 FJ1143'
 FJ1143'THE STATION MARK IS 25 FEET SOUTH OF THE CENTER OF THE DIRT
 FJ1143'ROAD, 1 FOOT SOUTH OF THE FENCE AND PROJECTS 6 INCHES.  THE
 FJ1143'DISK IS STAMPED OKARCHE 1954.
 FJ1143'
 FJ1143'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 77 FEET EAST
 FJ1143'OF A POWER POLE, 23 FEET NORTH OF THE CENTER OF THE DIRT
 FJ1143'ROAD AND PROJECTS 6 INCHES.  THE DISK IS STAMPED OKARCHE
 FJ1143'NO. 1 1954.
 FJ1143'
 FJ1143'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 34 FEET WEST
 FJ1143'OF THE WEST GATE POST, 26 FEET SOUTH OF THE CENTER OF THE
 FJ1143'ROAD AND PROJECTS 6 INCHES.  THE DISK IS STAMPED OKARCHE
 FJ1143'NO. 2 1954.
 FJ1143'
 FJ1143'THE AZIMUTH MARK, 0.3 MILE SOUTHEAST OF THE STATION, IS
 FJ1143'34 FEET EAST OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTH
 FJ1143'OF A POWER POLE, 1.5 FEET SOUTHWEST OF A WITNESS POST, 1
 FJ1143'FOOT WEST OF A FENCE.  IN LINE WITH THE POWER POLES AND
 FJ1143'PROJECTS 4 INCHES.  THE DISK IS STAMPED OKARCHE 1954.
 FJ1143'
 FJ1143'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FJ1143
 FJ1143                          STATION RECOVERY (1959)
 FJ1143
 FJ1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ1143'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 FJ1143'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FJ1143
 FJ1143                          STATION RECOVERY (1968)
 FJ1143
 FJ1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1143'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 FJ1143'WERE RECOVERED.  A DISCREPANCY WAS FOUND IN THE DISTANCE
 FJ1143'AND DIRECTION TO REFERENCE MARKS 1 AND 2.  A NEW COMPLETE
 FJ1143'DESCRIPTION FOLLOWS.
 FJ1143'
 FJ1143'THE STATION IS ABOUT 6-3/4 MILES SOUTH OF KINGFISHER, 3
 FJ1143'MILES NORTH OF OKARCHE, 16-1/2 MILES NORTH OF EL RENO.  IN
 FJ1143'THE EAST-WEST FENCELINE ON THE SOUTH ROAD-RIGHT-OF-WAY OF
 FJ1143'A DIRT ROAD.
 FJ1143'
 FJ1143'TO REACH THE STATION FROM THE CROSS STREETS IN THE CENTER
 FJ1143'OF THE TOWN OF OKARCHE, GO NORTH ON U.S. HIGHWAY 81 FOR 0.3
 FJ1143'MILE TO A POINT WHERE THE HIGHWAY CURVES TO THE RIGHT AND
 FJ1143'A DIRT ROAD CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT
 FJ1143'AHEAD ON THE DIRT ROAD FOR 2.5 MILES TO THE AZIMUTH MARK
 FJ1143'ON THE RIGHT WHICH IS 0.1 MILE NORTH OF A PRIVATE DRIVEWAY
 FJ1143'ON THE LEFT.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.15 MILE
 FJ1143'TO A CROSSROADS, TURN LEFT AND GO WEST FOR 0.25 MILE TO
 FJ1143'A FIELD ENTRANCE ON THE LEFT AND THE STATION 78 FEET WEST
 FJ1143'OF THE WEST GATE POST.
 FJ1143'
 FJ1143'THE STATION MARK IS A STANDARD DISK, STAMPED OKARCHE 1954,
 FJ1143'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FJ1143'10 INCHES ABOVE THE GROUND.  IT IS 48.5 FEET WEST OF A TELEPHONE
 FJ1143'POLE, 26 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT
 FJ1143'ROAD AND 4.2 FEET SOUTHEAST OF A 4 X 4 INCH WOOD WITNESS POST.
 FJ1143'
 FJ1143'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OKARCHE NO 1
 FJ1143'1954, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FJ1143'THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 78.5 FEET
 FJ1143'EAST OF A UTILITY POLE, 24 FEET NORTH OF THE APPROXIMATE
 FJ1143'CENTER OF THE DIRT ROAD AND 1 FOOT NORTH OF THE FENCELINE.
 FJ1143'
 FJ1143'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OKARCHE NO 2
 FJ1143'1954, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 FJ1143'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 27 FEET SOUTH
 FJ1143'OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND 5.5 FEET SOUTHWEST
 FJ1143'OF THE UTILITY POLE.
 FJ1143'
 FJ1143'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OKARCHE 1954,
 FJ1143'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FJ1143'4 INCHES ABOVE THE GROUND.  IT IS 33 FEET EAST OF THE APPROXIMATE
 FJ1143'CENTER OF A DIRT ROAD, 2.5 FEET NORTH OF UTILITY POLE AND
 FJ1143'1.9 FEET SOUTHWEST OF A 4 X 4 INCH WOOD WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1134 ***********************************************************************
 FJ1134  DESIGNATION -  OKARCHE CATH CH SPIRE
 FJ1134  PID         -  FJ1134
 FJ1134  STATE/COUNTY-  OK/KINGFISHER
 FJ1134  COUNTRY     -  US
 FJ1134  USGS QUAD   -  OKARCHE (2018)
 FJ1134
 FJ1134                         *CURRENT SURVEY CONTROL
 FJ1134  ______________________________________________________________________
 FJ1134* NAD 83(1993) POSITION- 35 43 42.55815(N) 097 58 32.12522(W)   ADJUSTED
 FJ1134  ______________________________________________________________________
 FJ1134  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 FJ1134  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 FJ1134  HORZ ORDER      -  THIRD
 FJ1134
 FJ1134.The horizontal coordinates were established by classical geodetic methods
 FJ1134.and adjusted by the National Geodetic Survey in November 1994.
 FJ1134
 FJ1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1134.GEOID18 height accuracy estimate available here.
 FJ1134
 FJ1134.Click photographs - Photos may exist for this station.
 FJ1134
 FJ1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1134
 FJ1134. The following values were computed from the NAD 83(1993) position.
 FJ1134
 FJ1134;                    North         East     Units Scale Factor Converg.
 FJ1134;SPC OK N     -    80,828.074   602,208.328   MT  0.99997457   +0 00 51.9
 FJ1134;SPC OK N     -   265,183.44  1,975,745.16   sFT  0.99997457   +0 00 51.9
 FJ1134;UTM  14      - 3,954,318.188   592,644.631   MT  0.99970576   +0 35 53.7
 FJ1134
 FJ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9264454318(NAD 83)
 FJ1134
 FJ1134                          SUPERSEDED SURVEY CONTROL
 FJ1134
 FJ1134  NAD 83(1986)-  35 43 42.56329(N)    097 58 32.11129(W) AD(       ) 3
 FJ1134  NAD 27      -  35 43 42.38901(N)    097 58 30.89197(W) AD(       ) 3
 FJ1134
 FJ1134.Superseded values are not recommended for survey control.
 FJ1134
 FJ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1134.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1134
 FJ1134_MARKER: 90 = CHURCH SPIRE
 FJ1134
 FJ1134  HISTORY     - Date     Condition        Report By
 FJ1134  HISTORY     - 1937     FIRST OBSERVED   CGS
 FJ1134  HISTORY     - 1968     GOOD             CGS
 FJ1134
 FJ1134                          STATION DESCRIPTION
 FJ1134
 FJ1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (WM)
 FJ1134'POINT OBSERVED IS TIP OF SPIRE OF CATHOLIC CHURCH, WHICH
 FJ1134'STANDS AT NORTHEAST OUTSKIRTS OF THE VILLAGE OF OKARCHE, EAST OF
 FJ1134'U.S. HIGHWAY 81, AND WEST OF C.R.I. AND P. RY. CHURCH IS A
 FJ1134'CONVENTIONAL RED BRICK STRUCTURE.  SPIRE IS ABOUT 75 FT. HIGH.
 FJ1134'
 FJ1134'N.B.  THIS IS NOT THE SAME BUILDING OBSERVED IN 1902 AS OKARCHE,
 FJ1134'CATHOLIC CHURCH SPIRE, 1902.  THE OLD CHURCH STOOD ABOUT 100 YDS.
 FJ1134'NORTHWEST OF THE PRESENT ONE.
 FJ1134
 FJ1134                          STATION RECOVERY (1968)
 FJ1134
 FJ1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1134'STATION RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1138 ***********************************************************************
 FJ1138  DESIGNATION -  OKARCHE FARMERS COOP ELEV
 FJ1138  PID         -  FJ1138
 FJ1138  STATE/COUNTY-  OK/CANADIAN
 FJ1138  COUNTRY     -  US
 FJ1138  USGS QUAD   -  OKARCHE (2018)
 FJ1138
 FJ1138                         *CURRENT SURVEY CONTROL
 FJ1138  ______________________________________________________________________
 FJ1138* NAD 83(1993) POSITION- 35 43 29.27985(N) 097 58 22.44835(W)   ADJUSTED
 FJ1138  ______________________________________________________________________
 FJ1138  GEOID HEIGHT    -        -27.079 (meters)                     GEOID18
 FJ1138  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 FJ1138  HORZ ORDER      -  THIRD
 FJ1138
 FJ1138.The horizontal coordinates were established by classical geodetic methods
 FJ1138.and adjusted by the National Geodetic Survey in November 1994.
 FJ1138
 FJ1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1138.GEOID18 height accuracy estimate available here.
 FJ1138
 FJ1138.Click photographs - Photos may exist for this station.
 FJ1138
 FJ1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1138
 FJ1138. The following values were computed from the NAD 83(1993) position.
 FJ1138
 FJ1138;                    North         East     Units Scale Factor Converg.
 FJ1138;SPC OK N     -    80,418.905   602,451.626   MT  0.99997506   +0 00 57.6
 FJ1138;SPC OK N     -   263,841.02  1,976,543.38   sFT  0.99997506   +0 00 57.6
 FJ1138;UTM  14      - 3,953,911.628   592,892.019   MT  0.99970633   +0 35 59.1
 FJ1138
 FJ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9289253911(NAD 83)
 FJ1138
 FJ1138                          SUPERSEDED SURVEY CONTROL
 FJ1138
 FJ1138  NAD 83(1986)-  35 43 29.28437(N)    097 58 22.43410(W) AD(       ) 3
 FJ1138  NAD 27      -  35 43 29.11802(N)    097 58 21.24870(W) AD(       ) 3
 FJ1138
 FJ1138.Superseded values are not recommended for survey control.
 FJ1138
 FJ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1138.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1138
 FJ1138_MARKER: 65 = GRAIN ELEVATOR
 FJ1138
 FJ1138  HISTORY     - Date     Condition        Report By
 FJ1138  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1138
 FJ1138                          STATION DESCRIPTION
 FJ1138
 FJ1138'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1131 ***********************************************************************
 FJ1131  DESIGNATION -  OKARCHE LUTHERAN CH TOWER
 FJ1131  PID         -  FJ1131
 FJ1131  STATE/COUNTY-  OK/CANADIAN
 FJ1131  COUNTRY     -  US
 FJ1131  USGS QUAD   -  OKARCHE (2018)
 FJ1131
 FJ1131                         *CURRENT SURVEY CONTROL
 FJ1131  ______________________________________________________________________
 FJ1131* NAD 83(1993) POSITION- 35 43 29.02594(N) 097 58 42.55457(W)   ADJUSTED
 FJ1131  ______________________________________________________________________
 FJ1131  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 FJ1131  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 FJ1131  HORZ ORDER      -  THIRD
 FJ1131
 FJ1131.The horizontal coordinates were established by classical geodetic methods
 FJ1131.and adjusted by the National Geodetic Survey in November 1994.
 FJ1131
 FJ1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1131.GEOID18 height accuracy estimate available here.
 FJ1131
 FJ1131.Click photographs - Photos may exist for this station.
 FJ1131
 FJ1131.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1131
 FJ1131. The following values were computed from the NAD 83(1993) position.
 FJ1131
 FJ1131;                    North         East     Units Scale Factor Converg.
 FJ1131;SPC OK N     -    80,410.953   601,946.327   MT  0.99997507   +0 00 45.7
 FJ1131;SPC OK N     -   263,814.93  1,974,885.57   sFT  0.99997507   +0 00 45.7
 FJ1131;UTM  14      - 3,953,898.531   592,386.963   MT  0.99970518   +0 35 47.4
 FJ1131
 FJ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9238653898(NAD 83)
 FJ1131
 FJ1131                          SUPERSEDED SURVEY CONTROL
 FJ1131
 FJ1131  NAD 83(1986)-  35 43 29.03104(N)    097 58 42.54063(W) AD(       ) 3
 FJ1131  NAD 27      -  35 43 28.84827(N)    097 58 41.32125(W) AD(       ) 3
 FJ1131
 FJ1131.Superseded values are not recommended for survey control.
 FJ1131
 FJ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1131.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1131
 FJ1131_MARKER: 55 = TOWER
 FJ1131
 FJ1131  HISTORY     - Date     Condition        Report By
 FJ1131  HISTORY     - 1937     FIRST OBSERVED   CGS
 FJ1131
 FJ1131                          STATION DESCRIPTION
 FJ1131
 FJ1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (WM)
 FJ1131'POINT OBSERVED IS CENTER OF SQUARE, LOW, RED BRICK TOWER ON
 FJ1131'EAST END OF GERMAN LUTHERAN CHURCH.  CHURCH STANDS IN SOUTH
 FJ1131'EDGE OF VILLAGE OF OKARCHE, AND WEST OF U.S. HIGHWAY 81.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1132 ***********************************************************************
 FJ1132  DESIGNATION -  OKARCHE MUNICIPAL TANK
 FJ1132  PID         -  FJ1132
 FJ1132  STATE/COUNTY-  OK/KINGFISHER
 FJ1132  COUNTRY     -  US
 FJ1132  USGS QUAD   -  OKARCHE (2018)
 FJ1132
 FJ1132                         *CURRENT SURVEY CONTROL
 FJ1132  ______________________________________________________________________
 FJ1132* NAD 83(1993) POSITION- 35 43 38.15737(N) 097 58 48.17300(W)   ADJUSTED
 FJ1132  ______________________________________________________________________
 FJ1132  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 FJ1132  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 FJ1132  HORZ ORDER      -  THIRD
 FJ1132
 FJ1132.The horizontal coordinates were established by classical geodetic methods
 FJ1132.and adjusted by the National Geodetic Survey in November 1994.
 FJ1132
 FJ1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1132.GEOID18 height accuracy estimate available here.
 FJ1132
 FJ1132.Click photographs - Photos may exist for this station.
 FJ1132
 FJ1132.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1132
 FJ1132. The following values were computed from the NAD 83(1993) position.
 FJ1132
 FJ1132;                    North         East     Units Scale Factor Converg.
 FJ1132;SPC OK N     -    80,692.351   601,805.069   MT  0.99997473   +0 00 42.4
 FJ1132;SPC OK N     -   264,738.15  1,974,422.13   sFT  0.99997473   +0 00 42.4
 FJ1132;UTM  14      - 3,954,178.400   592,242.884   MT  0.99970485   +0 35 44.2
 FJ1132
 FJ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9224254178(NAD 83)
 FJ1132
 FJ1132                          SUPERSEDED SURVEY CONTROL
 FJ1132
 FJ1132  NAD 83(1986)-  35 43 38.16254(N)    097 58 48.15854(W) AD(       ) 3
 FJ1132  NAD 27      -  35 43 37.99804(N)    097 58 46.97490(W) AD(       ) 3
 FJ1132
 FJ1132.Superseded values are not recommended for survey control.
 FJ1132
 FJ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1132.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1132
 FJ1132_MARKER: 53 = ELEVATED TANK
 FJ1132
 FJ1132  HISTORY     - Date     Condition        Report By
 FJ1132  HISTORY     - 1937     FIRST OBSERVED   CGS
 FJ1132  HISTORY     - 1955     GOOD             CGS
 FJ1132  HISTORY     - 1959     GOOD             CGS
 FJ1132  HISTORY     - 1968     GOOD             CGS
 FJ1132
 FJ1132                          STATION DESCRIPTION
 FJ1132
 FJ1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (WM)
 FJ1132'POINT OBSERVED IS CENTER OF BOWL OF ELEVATED WATER TANK WHICH
 FJ1132'IS WATER SUPPLY FOR THE VILLAGE OF OKARCHE.  IT IS PAINTED
 FJ1132'BLACK (1937), AND STANDS ABOUT 100 FEET HIGH.  TANK IS
 FJ1132'LOCATED IN WEST OUTSKIRTS OF OKARCHE.
 FJ1132
 FJ1132                          STATION RECOVERY (1955)
 FJ1132
 FJ1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1132'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED AT THE
 FJ1132'SOUTHEAST EDGE OF TOWN.  IT IS ELEVATED BY A FOUR LEGGED SKELETON
 FJ1132'FRAMEWORK APPROXIMATELY 120 FEET HIGH.
 FJ1132
 FJ1132                          STATION RECOVERY (1959)
 FJ1132
 FJ1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ1132'LOCATED ON THE WEST SIDE OF OKARCHE IN THE REAR OF THE HIGH
 FJ1132'SCHOOL BUILDING.  THE TANK IS NOW PAINTED SILVER WITH THE LETTERS
 FJ1132'OKARCHE PAINTED ON THE EAST SIDE.
 FJ1132
 FJ1132                          STATION RECOVERY (1968)
 FJ1132
 FJ1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1132'STATION RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8668 ***********************************************************************
 AC8668  SACS        -  This is a Secondary Airport Control Station.
 AC8668  DESIGNATION -  OKC ARP 4
 AC8668  PID         -  AC8668
 AC8668  STATE/COUNTY-  OK/OKLAHOMA
 AC8668  COUNTRY     -  US
 AC8668  USGS QUAD   -  OKLAHOMA CITY (2018)
 AC8668
 AC8668                         *CURRENT SURVEY CONTROL
 AC8668  ______________________________________________________________________
 AC8668* NAD 83(2011) POSITION- 35 23 37.33954(N) 097 35 59.62801(W)   ADJUSTED
 AC8668* NAD 83(2011) ELLIP HT-   365.115 (meters)        (06/27/12)   ADJUSTED
 AC8668* NAD 83(2011) EPOCH   -  2010.00
 AC8668* NAVD 88 ORTHO HEIGHT -   391.97  (meters)     1286.0   (feet) GPS OBS
 AC8668  ______________________________________________________________________
 AC8668  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8668  GEOID HEIGHT    -        -26.767 (meters)                     GEOID99
 AC8668  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 AC8668  NAD 83(2011) X  -   -688,457.723 (meters)                     COMP
 AC8668  NAD 83(2011) Y  - -5,159,821.624 (meters)                     COMP
 AC8668  NAD 83(2011) Z  -  3,673,772.033 (meters)                     COMP
 AC8668  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 AC8668
 AC8668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8668  Standards:
 AC8668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8668  -------------------------------------------------------------------
 AC8668  NETWORK    1.39   2.16           0.63   0.49   1.10      0.02618498
 AC8668  -------------------------------------------------------------------
 AC8668  Click here for local accuracies and other accuracy information.
 AC8668
 AC8668.This mark is at Will Rogers World Airport (OKC)
 AC8668
 AC8668.The horizontal coordinates were established by GPS observations
 AC8668.and adjusted by the National Geodetic Survey in June 2012.
 AC8668
 AC8668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8668.been affixed to the stable North American tectonic plate. See 
 AC8668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8668
 AC8668.The horizontal coordinates are valid at the epoch date displayed above
 AC8668.which is a decimal equivalence of Year/Month/Day.
 AC8668
 AC8668.The orthometric height was determined by GPS observations and a
 AC8668.high-resolution geoid model.
 AC8668
 AC8668.GPS derived orthometric heights for airport stations designated as
 AC8668.PACS or SACS are published to 2 decimal places.  This maintains
 AC8668.centimeter relative accuracy between the PACS and SACS.  It does
 AC8668.not indicate centimeter accuracy relative to other marks which are
 AC8668.part of the published vertical control network.
 AC8668
 AC8668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8668.GEOID18 height accuracy estimate available here.
 AC8668
 AC8668.Click photographs - Photos may exist for this station.
 AC8668
 AC8668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8668
 AC8668.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8668
 AC8668.The ellipsoidal height was determined by GPS observations
 AC8668.and is referenced to NAD 83.
 AC8668
 AC8668. The following values were computed from the NAD 83(2011) position.
 AC8668
 AC8668;                    North         East     Units Scale Factor Converg.
 AC8668;SPC OK N     -    43,758.143   636,350.094   MT  1.00003589   +0 14 10.0
 AC8668;SPC OK N     -   143,563.17  2,087,758.60   sFT  1.00003589   +0 14 10.0
 AC8668;UTM  14      - 3,917,604.833   627,150.977   MT  0.99979924   +0 48 39.7
 AC8668
 AC8668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8668!SPC OK N     -   0.99994269  x   1.00003589  =   0.99997858
 AC8668!UTM  14      -   0.99994269  x   0.99979924  =   0.99974195
 AC8668
 AC8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2715017604(NAD 83)
 AC8668
 AC8668                          SUPERSEDED SURVEY CONTROL
 AC8668
 AC8668  NAD 83(2007)-  35 23 37.33950(N)    097 35 59.62856(W) AD(2002.00) 0
 AC8668  ELLIP H (02/10/07)  365.128  (m)                       GP(2002.00)    
 AC8668  NAD 83(1993)-  35 23 37.33919(N)    097 35 59.62866(W) AD(       ) 1
 AC8668  ELLIP H (03/07/02)  365.131  (m)                       GP(       ) 4 2
 AC8668
 AC8668.Superseded values are not recommended for survey control.
 AC8668
 AC8668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8668.See file dsdata.pdf to determine how the superseded data were derived.
 AC8668
 AC8668_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8668_STAMPING: ARP 4 OKC 1971
 AC8668_MARK LOGO: CGS
 AC8668_PROJECTION: FLUSH
 AC8668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8668+STABILITY: SURFACE MOTION
 AC8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8668+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 AC8668
 AC8668  HISTORY     - Date     Condition        Report By
 AC8668  HISTORY     - 1971     MONUMENTED       NOS
 AC8668  HISTORY     - 19920320 GOOD             NGS
 AC8668  HISTORY     - 20010515 GOOD             MSAM
 AC8668  HISTORY     - 20100624 GOOD             NGS
 AC8668
 AC8668                          STATION DESCRIPTION
 AC8668
 AC8668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC8668'THE STATION IS LOCATED MIDFIELD AT THE WILL ROGERS WORLD AIRPORT WEST
 AC8668'OF THE TERMINAL AREA IN THE GRASS AREA FORMED BY THE TERMINAL RAMP,
 AC8668'TAXIWAY C-2, AND LEADIN TAXIWAYS 2 AND 3.
 AC8668'
 AC8668'THE STATION IS LOCATED 46.2 FT (14.1 M) WEST OF THE CENTER OF A STEEL
 AC8668'GRATE DRAIN, 81.3 FT (24.8 M) NORTH OF A TAXIWAY LIGHT ADJACENT TO
 AC8668'TAXIWAY C-2, 90.9 FT (27.7 M) EAST OF A TAXIWAY LIGHT ADJACENT TO
 AC8668'TAXIWAY C-2, AND 77.7 FT (23.7 M) SOUTH OF A TAXIWAY LIGHT ADJACENT TO
 AC8668'THE TERMINAL RAMP.
 AC8668'
 AC8668'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP 4 OKC 1971---
 AC8668'SET IN THE TOP OF AN 18 INCH CONCRETE MONUMENT POST SET FLUSH WITH THE
 AC8668'SURFACE.
 AC8668
 AC8668                          STATION RECOVERY (2001)
 AC8668
 AC8668'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC8668'THE STATION IS LOCATED MIDFIELD AT THE WILL ROGERS WORLD AIRPORT, IN
 AC8668'THE SOUTHWEST QUADRANT OF OKLAHOMA CITY, OKLAHOMA.  IT IS SOUTHWEST OF
 AC8668'THE TERMINAL AREA IN THE GRASS AREA FORMED BY THE TERMINAL RAMP,
 AC8668'TAXIWAY C, TAXIWAY C-7, AND TAXIWAY G-1.  THIS IS A CONTROLLED
 AC8668'AIRPORT, ESCORT IS REQUIRED.  PERMISSION TO USE THIS STATION MUST BE
 AC8668'GRANTED BY THE AIRPORT DIRECTOR, LUTHER TRENT, PHONE 405-680-3200.
 AC8668'OWNERSHIP--OKLAHOMA CITY AIRPORT TRUST, 7100 TERMINAL DRIVE, POST
 AC8668'OFFICE BOX 937, OKLAHOMA CITY, OKLAHOMA 73159.
 AC8668'
 AC8668'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 152 AND MERIDIAN
 AC8668'ROAD, GO SOUTH ON MERIDIAN ROAD FOR 1.6 KM (1.0 MI) TO THE INTERCHANGE
 AC8668'OF SOUTH MERIDAN AVENUE AND SOUTHWEST 54TH.  CONTINUE SOUTH ON SOUTH
 AC8668'MERIDIAN AVENUE FOR 1.45 KM (0.9 MI) TO A LOCKED GATE NUMBER 128.  GO
 AC8668'SOUTHWEST THROUGH THE GATE FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 AC8668'RIGHT.
 AC8668'
 AC8668'THE MARK IS A CGS BRASS TOPOGRAPHIC STATION DISK STAMPED --ARP 4 OKC
 AC8668'1971-- SET IN THE TOP CENTER OF A 18 INCH CONCRETE POST FLUSH WITH THE
 AC8668'GROUND.  IT IS 27.7 M (90.9 FT) EAST OF A TAXIWAY LIGHT ADJACENT TO
 AC8668'TAXIWAY C-2, 24.8 M (81.3 FT) NORTH OF A TAXIWAY LIGHT ADJACENT TO
 AC8668'TAXIWAY C-2, 23.7 M (77.7 FT) SOUTH OF A TAXIWAY LIGHT ADJACENT TO THE
 AC8668'TERMINAL RAMP, 23.2 M (76.1 FT) NORTHWEST OF THE WEST CORNER OF A
 AC8668'CHISELED X IN CONCRETE MAN HOLE PAD, 20.5 M (67.3 FT) NORTHEAST AND
 AC8668'PERPENDICULAR TO THE NORTHEASTERLY EDGE OF TAXIWAY C, 14.1 M (46.2 FT)
 AC8668'NORTHWEST OF THE CENTER OF A STEEL GRATE DRAIN, 13.2 M (43.3 FT)
 AC8668'NORTHWEST OF A CHISELED X IN THE WEST CORNER OF CONCRETE DRAIN PAD.
 AC8668'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC8668
 AC8668                          STATION RECOVERY (2010)
 AC8668
 AC8668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 AC8668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8113 ***********************************************************************
 AJ8113  PACS        -  This is a Primary Airport Control Station.
 AJ8113  DESIGNATION -  OKC C
 AJ8113  PID         -  AJ8113
 AJ8113  STATE/COUNTY-  OK/OKLAHOMA
 AJ8113  COUNTRY     -  US
 AJ8113  USGS QUAD   -  OKLAHOMA CITY (2018)
 AJ8113
 AJ8113                         *CURRENT SURVEY CONTROL
 AJ8113  ______________________________________________________________________
 AJ8113* NAD 83(2011) POSITION- 35 23 19.46472(N) 097 35 16.27426(W)   ADJUSTED
 AJ8113* NAD 83(2011) ELLIP HT-   366.806 (meters)        (06/27/12)   ADJUSTED
 AJ8113* NAD 83(2011) EPOCH   -  2010.00
 AJ8113* NAVD 88 ORTHO HEIGHT -   393.66  (meters)     1291.5   (feet) GPS OBS
 AJ8113  ______________________________________________________________________
 AJ8113  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8113  GEOID HEIGHT    -        -26.758 (meters)                     GEOID99
 AJ8113  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 AJ8113  NAD 83(2011) X  -   -687,415.505 (meters)                     COMP
 AJ8113  NAD 83(2011) Y  - -5,160,283.850 (meters)                     COMP
 AJ8113  NAD 83(2011) Z  -  3,673,323.899 (meters)                     COMP
 AJ8113  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 AJ8113
 AJ8113  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8113  Standards:
 AJ8113         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8113            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8113  -------------------------------------------------------------------
 AJ8113  NETWORK    0.98   2.02           0.43   0.37   1.03      0.03779396
 AJ8113  -------------------------------------------------------------------
 AJ8113  Click here for local accuracies and other accuracy information.
 AJ8113
 AJ8113.This mark is at Will Rogers World Airport (OKC)
 AJ8113
 AJ8113.The horizontal coordinates were established by GPS observations
 AJ8113.and adjusted by the National Geodetic Survey in June 2012.
 AJ8113
 AJ8113.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8113.been affixed to the stable North American tectonic plate. See 
 AJ8113.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8113
 AJ8113.The horizontal coordinates are valid at the epoch date displayed above
 AJ8113.which is a decimal equivalence of Year/Month/Day.
 AJ8113
 AJ8113.The orthometric height was determined by GPS observations and a
 AJ8113.high-resolution geoid model.
 AJ8113
 AJ8113.GPS derived orthometric heights for airport stations designated as
 AJ8113.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8113.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8113.not indicate centimeter accuracy relative to other marks which are
 AJ8113.part of the published vertical control network.
 AJ8113
 AJ8113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8113.GEOID18 height accuracy estimate available here.
 AJ8113
 AJ8113.Click photographs - Photos may exist for this station.
 AJ8113
 AJ8113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8113
 AJ8113.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8113
 AJ8113.The ellipsoidal height was determined by GPS observations
 AJ8113.and is referenced to NAD 83.
 AJ8113
 AJ8113. The following values were computed from the NAD 83(2011) position.
 AJ8113
 AJ8113;                    North         East     Units Scale Factor Converg.
 AJ8113;SPC OK N     -    43,211.824   637,446.528   MT  1.00003706   +0 14 35.6
 AJ8113;SPC OK N     -   141,770.79  2,091,355.82   sFT  1.00003706   +0 14 35.6
 AJ8113;UTM  14      - 3,917,069.667   628,252.577   MT  0.99980271   +0 49 04.5
 AJ8113
 AJ8113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8113!SPC OK N     -   0.99994243  x   1.00003706  =   0.99997949
 AJ8113!UTM  14      -   0.99994243  x   0.99980271  =   0.99974515
 AJ8113
 AJ8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2825217069(NAD 83)
 AJ8113
 AJ8113                          SUPERSEDED SURVEY CONTROL
 AJ8113
 AJ8113  NAD 83(2007)-  35 23 19.46466(N)    097 35 16.27481(W) AD(2002.00) 0
 AJ8113  ELLIP H (02/10/07)  366.820  (m)                       GP(2002.00)    
 AJ8113  NAD 83(1993)-  35 23 19.46437(N)    097 35 16.27491(W) AD(       ) B
 AJ8113  ELLIP H (03/07/02)  366.822  (m)                       GP(       ) 4 2
 AJ8113
 AJ8113.Superseded values are not recommended for survey control.
 AJ8113
 AJ8113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8113.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8113
 AJ8113_MARKER: I = METAL ROD
 AJ8113_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8113+WITH SETTING: INFORMATION.
 AJ8113_STAMPING: OKC C 2001
 AJ8113_MARK LOGO: NGS
 AJ8113_PROJECTION: FLUSH
 AJ8113_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8113+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 AJ8113_ROD/PIPE-DEPTH: 2.13 meters
 AJ8113_SLEEVE-DEPTH  : 0.9 meters
 AJ8113
 AJ8113  HISTORY     - Date     Condition        Report By
 AJ8113  HISTORY     - 20010516 MONUMENTED       MSAM
 AJ8113  HISTORY     - 20100624 GOOD             NGS
 AJ8113
 AJ8113                          STATION DESCRIPTION
 AJ8113
 AJ8113'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8113'THE STATION IS LOCATED MIDFIELD AT THE WILL ROGERS WORLD AIRPORT, IN
 AJ8113'THE SOUTHWEST QUADRANT OF OKLAHOMA CITY, OKLAHOMA.  IT IS SOUTHEAST OF
 AJ8113'THE TERMINAL AREA IN THE GRASS AREA FORMED BY THE RUNWAY 17L-35R,
 AJ8113'TAXIWAY H, TAXIWAY H-1, AND TAXIWAY G.  THIS IS A CONTROLLED AIRPORT,
 AJ8113'ESCORT IS REQUIRED.  PERMISSION TO USE THIS STATION MUST BE GRANTED BY
 AJ8113'THE AIRPORT DIRECTOR, LUTHER TRENT, PHONE 405-680-3200. (NOTIFY YOUR
 AJ8113'ESCORT THAT THIS DESCRIPTION IS WRITTEN FROM GATE 122)
 AJ8113'OWNERSHIP--OKLAHOMA CITY AIRPORT TRUST, 7100 TERMINAL DRIVE, POST
 AJ8113'OFFICE BOX 937, OKLAHOMA CITY, OKLAHOMA 73159.
 AJ8113'
 AJ8113'TO REACH FROM THE INTERCHANGE OF I-44 AND AIRPORT ROAD, GO WEST ON
 AJ8113'AIRPORT ROAD FOR 2.17 KM (1.35 MI) TO AN INTERCHANGE. EXIT RIGHT, LOOP
 AJ8113'AROUND GO SOUTH ON MERIDIAN ROAD, FOR 1.9 KM (1.2 MI) TO A SIGNALIZED
 AJ8113'INTERSECTION.  TURN LEFT (EAST) ON AMELIA EARHART LANE FOR 0.3 KM
 AJ8113'(0.2 MI) TO A TEE INTERSECTION.  TURN RIGHT (SOUTH) ON AIR CARGO ROAD
 AJ8113'FOR 0.8 KM (0.5 MI) TO A DRIVE ON THE LEFT.  TURN LEFT (EAST) INTO THE
 AJ8113'PARKING LOT FOR 0.16 KM TO A LOCKED GATE, 122, JUST NORTH OF A POST
 AJ8113'OFFICE FACILITY AND SOUTH OF AN AIR CARGO FACILITY.  CONTINUE EAST TO
 AJ8113'THE APRON.  TURN LEFT (NORTH) FOR 0.8 KM (0.5 MI) TO THE U.S. MARSHALL
 AJ8113'HANGER AND TO THE PERIMETER,GRAVEL, ACCESS ROAD.  FOLLOW THE ACCESS
 AJ8113'ROAD FOR 0.95 KM ( 0.6 MI) TO TAXIWAY HOTEL.  GO SOUTH ON TAXIWAY
 AJ8113'HOTEL FOR 1.85 KM (1.15 MI) TO THE STATION ON THE RIGHT.
 AJ8113'
 AJ8113'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8113'TO REFUSAL AT A DEPTH OF 2.1 M (7.0 FT) DRIVEN TO REFUSAL, ENCASED IN
 AJ8113'A 0.9 M (3.0 FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE
 AJ8113'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 AJ8113'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8113'IT IS 28.8 M (94.5 FT) NORTHWEST OF A TAXI LIGHT LABELED --155--, 27.6
 AJ8113'M (90.6 FT) WEST AND PERPENDICULAR TO THE WESTERLY EDGE OF TAXIWAY H,
 AJ8113'16.6 M (54.5 FT) EAST OF THE NORTHEAST CORNER OF A DRAIN INLET.  THIS
 AJ8113'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8113
 AJ8113                          STATION RECOVERY (2010)
 AJ8113
 AJ8113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 AJ8113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8114 ***********************************************************************
 AJ8114  SACS        -  This is a Secondary Airport Control Station.
 AJ8114  DESIGNATION -  OKC D
 AJ8114  PID         -  AJ8114
 AJ8114  STATE/COUNTY-  OK/OKLAHOMA
 AJ8114  COUNTRY     -  US
 AJ8114  USGS QUAD   -  OKLAHOMA CITY (2018)
 AJ8114
 AJ8114                         *CURRENT SURVEY CONTROL
 AJ8114  ______________________________________________________________________
 AJ8114* NAD 83(2011) POSITION- 35 24 16.80255(N) 097 35 15.97013(W)   ADJUSTED
 AJ8114* NAD 83(2011) ELLIP HT-   363.612 (meters)        (06/27/12)   ADJUSTED
 AJ8114* NAD 83(2011) EPOCH   -  2010.00
 AJ8114* NAVD 88 ORTHO HEIGHT -   390.49  (meters)     1281.1   (feet) GPS OBS
 AJ8114  ______________________________________________________________________
 AJ8114  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8114  GEOID HEIGHT    -        -26.781 (meters)                     GEOID99
 AJ8114  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 AJ8114  NAD 83(2011) X  -   -687,272.389 (meters)                     COMP
 AJ8114  NAD 83(2011) Y  - -5,159,267.630 (meters)                     COMP
 AJ8114  NAD 83(2011) Z  -  3,674,762.591 (meters)                     COMP
 AJ8114  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 AJ8114
 AJ8114  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8114  Standards:
 AJ8114         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8114            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8114  -------------------------------------------------------------------
 AJ8114  NETWORK    1.46   2.20           0.65   0.53   1.12     -0.01765557
 AJ8114  -------------------------------------------------------------------
 AJ8114  Click here for local accuracies and other accuracy information.
 AJ8114
 AJ8114.This mark is at Will Rogers World Airport (OKC)
 AJ8114
 AJ8114.The horizontal coordinates were established by GPS observations
 AJ8114.and adjusted by the National Geodetic Survey in June 2012.
 AJ8114
 AJ8114.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8114.been affixed to the stable North American tectonic plate. See 
 AJ8114.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8114
 AJ8114.The horizontal coordinates are valid at the epoch date displayed above
 AJ8114.which is a decimal equivalence of Year/Month/Day.
 AJ8114
 AJ8114.The orthometric height was determined by GPS observations and a
 AJ8114.high-resolution geoid model.
 AJ8114
 AJ8114.GPS derived orthometric heights for airport stations designated as
 AJ8114.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8114.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8114.not indicate centimeter accuracy relative to other marks which are
 AJ8114.part of the published vertical control network.
 AJ8114
 AJ8114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8114.GEOID18 height accuracy estimate available here.
 AJ8114
 AJ8114.Click photographs - Photos may exist for this station.
 AJ8114
 AJ8114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8114
 AJ8114.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8114
 AJ8114.The ellipsoidal height was determined by GPS observations
 AJ8114.and is referenced to NAD 83.
 AJ8114
 AJ8114. The following values were computed from the NAD 83(2011) position.
 AJ8114
 AJ8114;                    North         East     Units Scale Factor Converg.
 AJ8114;SPC OK N     -    44,978.988   637,446.700   MT  1.00003335   +0 14 35.8
 AJ8114;SPC OK N     -   147,568.56  2,091,356.38   sFT  1.00003335   +0 14 35.8
 AJ8114;UTM  14      - 3,918,836.333   628,235.024   MT  0.99980265   +0 49 05.8
 AJ8114
 AJ8114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8114!SPC OK N     -   0.99994293  x   1.00003335  =   0.99997628
 AJ8114!UTM  14      -   0.99994293  x   0.99980265  =   0.99974559
 AJ8114
 AJ8114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2823518836(NAD 83)
 AJ8114
 AJ8114                          SUPERSEDED SURVEY CONTROL
 AJ8114
 AJ8114  NAD 83(2007)-  35 24 16.80250(N)    097 35 15.97069(W) AD(2002.00) 0
 AJ8114  ELLIP H (02/10/07)  363.625  (m)                       GP(2002.00)    
 AJ8114  NAD 83(1993)-  35 24 16.80219(N)    097 35 15.97081(W) AD(       ) 1
 AJ8114  ELLIP H (03/07/02)  363.627  (m)                       GP(       ) 4 2
 AJ8114
 AJ8114.Superseded values are not recommended for survey control.
 AJ8114
 AJ8114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8114.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8114
 AJ8114_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8114_STAMPING: OKC D 2001
 AJ8114_MARK LOGO: NGS
 AJ8114_PROJECTION: FLUSH
 AJ8114_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8114+STABILITY: SURFACE MOTION
 AJ8114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8114+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 AJ8114
 AJ8114  HISTORY     - Date     Condition        Report By
 AJ8114  HISTORY     - 20010516 MONUMENTED       MSAM
 AJ8114  HISTORY     - 20100624 GOOD             NGS
 AJ8114
 AJ8114                          STATION DESCRIPTION
 AJ8114
 AJ8114'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8114'THE STATION IS LOCATED NORTHEASTERN SECTOR AT THE WILL ROGERS WORLD
 AJ8114'AIRPORT, IN THE SOUTHWEST QUADRANT OF OKLAHOMA CITY, OKLAHOMA.  IT IS
 AJ8114'NORTHEAST OF THE TERMINAL AREA, IN THE GRASS AREA SOUTH OF THE
 AJ8114'INTERSECTION OF TAXIWAY H AND RUNWAY 17-L.  THIS IS A CONTROLLED
 AJ8114'AIRPORT, ESCORT IS REQUIRED.  PERMISSION TO USE THIS STATION MUST BE
 AJ8114'GRANTED BY THE AIRPORT DIRECTOR, LUTHER TRENT, PHONE 405-680-3200.
 AJ8114'(NOTIFY YOUR ESCORT THAT THIS DESCRIPTION IS WRITTEN FROM GATE
 AJ8114'122)OWNERSHIP-OKLAHOMA CITY AIRPORT TRUST, 7100 TERMINAL DRIVE, POST
 AJ8114'OFFICE BOX 937, OKLAHOMA CITY, OKLAHOMA 73159.
 AJ8114'
 AJ8114'TO REACH FROM THE INTERCHANGE OF I-44 AND AIRPORT ROAD, GO WEST ON
 AJ8114'AIRPORT ROAD FOR 2.17 KM (1.35 MI) TO AN INTERCHANGE. EXIT RIGHT, LOOP
 AJ8114'AROUND GO SOUTH ON MERIDIAN ROAD, FOR 1.9 KM (1.2 MI) TO A SIGNALIZED
 AJ8114'INTERSECTION.  TURN LEFT (EAST) ON AMELIA EARHART LANE FOR 0.3 KM
 AJ8114'(0.2 MI) TO A TEE INTERSECTION.  TURN RIGHT (SOUTH) ON AIR CARGO ROAD
 AJ8114'FOR 0.8 KM (0.5 MI) TO A DRIVE ON THE LEFT.  TURN LEFT (EAST) INTO THE
 AJ8114'PARKING LOT FOR 0.16 KM TO A LOCKED GATE, 122, JUST NORTH OF A POST
 AJ8114'OFFICE FACILITY AND SOUTH OF AN AIR CARGO FACILITY.  CONTINUE EAST TO
 AJ8114'THE APRON.  TURN LEFT (NORTH) FOR 0.8 KM (0.5 MI) TO THE U.S. MARSHALL
 AJ8114'HANGER AND TO THE PERIMETER, GRAVEL, ACCESS ROAD.  FOLLOW THE ACCESS
 AJ8114'ROAD FOR 0.95 KM ( 0.6 MI) TO TAXIWAY HOTEL.  CROSS THE TAXIWAY TO THE
 AJ8114'STATION ON THE RIGHT.
 AJ8114'
 AJ8114'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8114'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 31.5 M (103.3 FT)
 AJ8114'SOUTH AND PERPENDICULAR TO THE SOUTHERN EDGE OF TAXIWAY H, 29.3 M
 AJ8114'(96.1 FT) SOUTH OF TAXI LIGHT 10, 24.4 M (80.1 FT) SOUTH-SOUTHEAST OF
 AJ8114'A CHISELED X IN THE SOUTHEAST CORNER OF A CONCRETE PAD FOR A RUNWAY
 AJ8114'SIGN LABELED --H 17L--.  THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8114'AIRPORT CONTROL STATION.
 AJ8114
 AJ8114                          STATION RECOVERY (2010)
 AJ8114
 AJ8114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 AJ8114'STATION IS SOUTHEAST (NOT SOUTH-SOUTHEAST) OF THE CHISELED X OF THE
 AJ8114'CONCRETE PAD FOR SIGN LABELED --H 17L--
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9440 ***********************************************************************
 DR9440  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9440  DESIGNATION -  OKCM OKRTN ARP
 DR9440  PID         -  DR9440
 DR9440  STATE/COUNTY-  OK/ROGERS
 DR9440  COUNTRY     -  US
 DR9440  USGS QUAD   -  CLAREMORE (2019)
 DR9440
 DR9440                         *CURRENT SURVEY CONTROL
 DR9440  ______________________________________________________________________
 DR9440* NAD 83(2011) POSITION- 36 20 08.05214(N) 095 36 06.51569(W)   ADJUSTED
 DR9440* NAD 83(2011) ELLIP HT-   173.313 (meters)        (11/01/23)   ADJUSTED
 DR9440* NAD 83(2011) EPOCH   -  2010.00
 DR9440* NAVD 88 ORTHO HEIGHT -   202.52  (meters)      664.4   (feet) GPS OBS
 DR9440  ______________________________________________________________________
 DR9440  GEOID HEIGHT    -        -29.210 (meters)                     GEOID18
 DR9440  NAD 83(2011) X  -   -502,144.142 (meters)                     COMP
 DR9440  NAD 83(2011) Y  - -5,119,596.891 (meters)                     COMP
 DR9440  NAD 83(2011) Z  -  3,758,354.303 (meters)                     COMP
 DR9440  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 DR9440
 DR9440  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9440  Standards:
 DR9440         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9440            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9440  -------------------------------------------------------------------
 DR9440  NETWORK    0.10   0.20           0.04   0.04   0.10      0.00030662
 DR9440  -------------------------------------------------------------------
 DR9440  Click here for local accuracies and other accuracy information.
 DR9440
 DR9440.The horizontal coordinates were established by GPS observations
 DR9440.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9440
 DR9440.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9440.been affixed to the stable North American tectonic plate. See 
 DR9440.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9440
 DR9440.The horizontal coordinates are valid at the epoch date displayed above
 DR9440.which is a decimal equivalence of Year/Month/Day.
 DR9440
 DR9440.The orthometric height was determined by GPS observations and a
 DR9440.high-resolution geoid model using precise GPS observation and
 DR9440.processing techniques.
 DR9440
 DR9440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9440.GEOID18 height accuracy estimate available here.
 DR9440
 DR9440.Click photographs - Photos may exist for this station.
 DR9440
 DR9440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9440
 DR9440.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9440
 DR9440.The ellipsoidal height was determined by GPS observations
 DR9440.and is referenced to NAD 83.
 DR9440
 DR9440. The following values were computed from the NAD 83(2011) position.
 DR9440
 DR9440;                    North         East     Units Scale Factor Converg.
 DR9440;SPC OK N     -   150,845.114   815,277.162   MT  0.99994970   +1 24 55.0
 DR9440;SPC OK N     -   494,897.68  2,674,788.49   sFT  0.99994970   +1 24 55.0
 DR9440;UTM  15      - 4,024,311.952   266,478.415   MT  1.00027194   -1 32 32.3
 DR9440
 DR9440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9440!SPC OK N     -   0.99997280  x   0.99994970  =   0.99992250
 DR9440!UTM  15      -   0.99997280  x   1.00027194  =   1.00024473
 DR9440
 DR9440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6647824311(NAD 83)
 DR9440
 DR9440                          SUPERSEDED SURVEY CONTROL
 DR9440
 DR9440.No superseded survey control is available for this station.
 DR9440
 DR9440_MARKER: Z = SEE DESCRIPTION
 DR9440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR9440_SP_SET: COLUMN
 DR9440_MARK LOGO: OKDOT
 DR9440_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9440+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DR9440
 DR9440  HISTORY     - Date     Condition        Report By
 DR9440  HISTORY     - 20200128 MONUMENTED       OKDOT
 DR9440  HISTORY     - 20231005 GOOD             OKDOT
 DR9440  HISTORY     - 20240102 GOOD             OKDOT
 DR9440  HISTORY     - 20240605 GOOD             OKDOT
 DR9440  HISTORY     - 20240827 GOOD             OKDOT
 DR9440
 DR9440                          STATION DESCRIPTION
 DR9440
 DR9440'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (BRE)
 DR9440'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF FOYIL, 3.8 MI
 DR9440'(6.1 KM) SOUTHEAST OF SAGEEYAH AND 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 DR9440'CLAREMORE.
 DR9440'
 DR9440'TO GET TO THE STATION FROM THE INTERSECTION OF SH-20/SH-88 AND SH-66
 DR9440'DRIVE NE APPROXIMATELY 1.8 MI (2.9 KM).  THE MARK IS ON THE SOUTHWEST
 DR9440'CORNER OF THE CLAREMORE OKDOT YARD.  THE ANTENNA IS APPROXIMATELY 120
 DR9440'FT (36.6 M) SOUTHWEST OF EAST EDGE OF EAST BOUND SH-66.  THE MARK IS
 DR9440'APPROXIMATELY 140' EAST SOUTHEAST OF THE GATE FOR THE YARD.
 DR9440'
 DR9440'THE MONUMENT IS A NON NCN CORES STATION THAT IS PART OF THE OKDOT RTN
 DR9440'NETWORK.  THE MONUMENT IS THE ANTENNA REFERENCE POINT OF THE GPS
 DR9440'ANTENNA.  STATION WAS MONUMENTED IN 2020 AS PART OF THE OKDOT RTN
 DR9440'NETWORK SYSTEM (BRE).
 DR9440
 DR9440                          STATION RECOVERY (2023)
 DR9440
 DR9440'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9440'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9440
 DR9440                          STATION RECOVERY (2024)
 DR9440
 DR9440'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9440'MARK RECOVERED IN GOOD CONDITION.
 DR9440
 DR9440                          STATION RECOVERY (2024)
 DR9440
 DR9440'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 DR9440'MARK RECOVERED IN GOOD CONDITION.
 DR9440
 DR9440                          STATION RECOVERY (2024)
 DR9440
 DR9440'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9440'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0547 ***********************************************************************
 GJ0547  DESIGNATION -  OKEENE
 GJ0547  PID         -  GJ0547
 GJ0547  STATE/COUNTY-  OK/BLAINE
 GJ0547  COUNTRY     -  US
 GJ0547  USGS QUAD   -  ISABELLA (2018)
 GJ0547
 GJ0547                         *CURRENT SURVEY CONTROL
 GJ0547  ______________________________________________________________________
 GJ0547* NAD 83(1993) POSITION- 36 09 15.14351(N) 098 19 02.64827(W)   ADJUSTED
 GJ0547* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 GJ0547  ______________________________________________________________________
 GJ0547  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 GJ0547  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 GJ0547  HORZ ORDER      -  FIRST
 GJ0547
 GJ0547.The horizontal coordinates were established by classical geodetic methods
 GJ0547.and adjusted by the National Geodetic Survey in November 1994.
 GJ0547
 GJ0547.The orthometric height was scaled from a topographic map.
 GJ0547
 GJ0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0547.GEOID18 height accuracy estimate available here.
 GJ0547
 GJ0547.Click photographs - Photos may exist for this station.
 GJ0547
 GJ0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0547
 GJ0547. The following values were computed from the NAD 83(1993) position.
 GJ0547
 GJ0547;                    North         East     Units Scale Factor Converg.
 GJ0547;SPC OK N     -   128,109.177   571,439.266   MT  0.99994544   -0 11 14.3
 GJ0547;SPC OK N     -   420,304.86  1,874,796.99   sFT  0.99994544   -0 11 14.3
 GJ0547;UTM  14      - 4,001,268.219   561,401.359   MT  0.99964645   +0 24 09.8
 GJ0547
 GJ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0547!SPC OK N     -   0.99994401  x   0.99994544  =   0.99988946
 GJ0547!UTM  14      -   0.99994401  x   0.99964645  =   0.99959048
 GJ0547
 GJ0547:                Primary Azimuth Mark                     Grid Az
 GJ0547:SPC OK N     -  OKEENE AZ MK                             177 49 25.1
 GJ0547:UTM  14      -  OKEENE AZ MK                             177 14 01.0
 GJ0547
 GJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6140101268(NAD 83)
 GJ0547
 GJ0547|---------------------------------------------------------------------|
 GJ0547| PID    Reference Object                     Distance      Geod. Az  |
 GJ0547|                                                           dddmmss.s |
 GJ0547| CK9561 OKEENE RM 2                           9.861 METERS 00323     |
 GJ0547| CK9559 OKEENE AZ MK                                       1773810.8 |
 GJ0547| CK9560 OKEENE RM 1                           9.010 METERS 18149     |
 GJ0547|---------------------------------------------------------------------|
 GJ0547
 GJ0547                          SUPERSEDED SURVEY CONTROL
 GJ0547
 GJ0547  NAD 83(1986)-  36 09 15.14862(N)    098 19 02.63285(W) AD(       ) 1
 GJ0547  NAD 27      -  36 09 15.01566(N)    098 19 01.37167(W) AD(       ) 1
 GJ0547
 GJ0547.Superseded values are not recommended for survey control.
 GJ0547
 GJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0547.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0547
 GJ0547_MARKER: DS = TRIANGULATION STATION DISK
 GJ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0547_STAMPING: OKEENE 1963
 GJ0547_MARK LOGO: CGS
 GJ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0547+STABILITY: SURFACE MOTION
 GJ0547
 GJ0547  HISTORY     - Date     Condition        Report By
 GJ0547  HISTORY     - 1963     MONUMENTED       CGS
 GJ0547
 GJ0547                          STATION DESCRIPTION
 GJ0547
 GJ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0547'STATION IS ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 8, ABOUT 2-1/2
 GJ0547'MILES NORTH OF OKEENE, 9-1/2 MILES SOUTHWEST OF AMES AND 4 MILES
 GJ0547'EAST OF HOMESTEAD.
 GJ0547'
 GJ0547'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 8 IN OKEENE, GO
 GJ0547'NORTH ON STATE HIGHWAY 8 FOR 2.1 MILES TO THE AZIMUTH MARK ON THE
 GJ0547'RIGHT.  CONTINUE AHEAD, NORTH, ON THE HIGHWAY FOR 0.45 MILE TO THE
 GJ0547'STATION ON THE LEFT.
 GJ0547'
 GJ0547'STATION MARK IS A STANDARD DISK, STAMPED OKEENE 1963, SET IN THE TOP
 GJ0547'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 49
 GJ0547'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 8, 33.1 FEET NORTH OF A
 GJ0547'POWER LINE POLE, 6 FEET SOUTHEAST OF A WITNESS POST AND ABOUT
 GJ0547'10 FEET HIGHER THAN THE HIGHWAY.
 GJ0547'
 GJ0547'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OKEENE NO 1 1963, SET IN
 GJ0547'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0547'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.3 FEET NORTHEAST
 GJ0547'OF THE POWER LINE POLE AND ABOUT 3 FEET HIGHER THAN THE STATION.
 GJ0547'
 GJ0547'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OKEENE NO 2 1963, SET IN
 GJ0547'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0547'65.8 FEET NORTH OF THE POWER LINE POLE, 46 FEET WEST OF THE
 GJ0547'CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0547'
 GJ0547'AZIMUTH MARK IS A STANDARD DISK, STAMPED OKEENE 1963, SET IN THE TOP
 GJ0547'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 68
 GJ0547'FEET SOUTH OF A TELEPHONE LINE POLE, 49.5 FEET EAST OF THE
 GJ0547'CENTERLINE OF THE HIGHWAY, 4.1 FEET NORTH OF A WITNESS POST AND 1
 GJ0547'FOOT WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0550 ***********************************************************************
 GJ0550  DESIGNATION -  OKEENE CAT CH N SPIRE
 GJ0550  PID         -  GJ0550
 GJ0550  STATE/COUNTY-  OK/BLAINE
 GJ0550  COUNTRY     -  US
 GJ0550  USGS QUAD   -  OKEENE (2018)
 GJ0550
 GJ0550                         *CURRENT SURVEY CONTROL
 GJ0550  ______________________________________________________________________
 GJ0550* NAD 83(1993) POSITION- 36 06 51.88434(N) 098 18 55.90123(W)   ADJUSTED
 GJ0550  ______________________________________________________________________
 GJ0550  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 GJ0550  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 GJ0550  HORZ ORDER      -  THIRD
 GJ0550
 GJ0550.The horizontal coordinates were established by classical geodetic methods
 GJ0550.and adjusted by the National Geodetic Survey in November 1994.
 GJ0550
 GJ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0550.GEOID18 height accuracy estimate available here.
 GJ0550
 GJ0550.Click photographs - Photos may exist for this station.
 GJ0550
 GJ0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0550
 GJ0550. The following values were computed from the NAD 83(1993) position.
 GJ0550
 GJ0550;                    North         East     Units Scale Factor Converg.
 GJ0550;SPC OK N     -   123,693.265   571,593.560   MT  0.99994584   -0 11 10.3
 GJ0550;SPC OK N     -   405,816.99  1,875,303.20   sFT  0.99994584   -0 11 10.3
 GJ0550;UTM  14      - 3,996,855.450   561,601.044   MT  0.99964676   +0 24 12.4
 GJ0550
 GJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE6160196855(NAD 83)
 GJ0550
 GJ0550                          SUPERSEDED SURVEY CONTROL
 GJ0550
 GJ0550  NAD 83(1986)-  36 06 51.88965(N)    098 18 55.88556(W) AD(       ) 3
 GJ0550  NAD 27      -  36 06 51.75607(N)    098 18 54.62491(W) AD(       ) 3
 GJ0550
 GJ0550.Superseded values are not recommended for survey control.
 GJ0550
 GJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0550.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0550
 GJ0550_MARKER: 90 = CHURCH SPIRE
 GJ0550
 GJ0550  HISTORY     - Date     Condition        Report By
 GJ0550  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0550
 GJ0550                          STATION DESCRIPTION
 GJ0550
 GJ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0550'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH, NORTH ONE
 GJ0550'OF TWO SPIRES ON THE CATHOLIC CHURCH LOCATED IN OKEENE.  IT IS 0.1
 GJ0550'MILE SOUTH OF STATE HIGHWAY 51 AND 75 FEET EAST OF A NORTH-SOUTH
 GJ0550'PAVED STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0552 ***********************************************************************
 GJ0552  DESIGNATION -  OKEENE FARMERS CO OP EXCH ELEV
 GJ0552  PID         -  GJ0552
 GJ0552  STATE/COUNTY-  OK/BLAINE
 GJ0552  COUNTRY     -  US
 GJ0552  USGS QUAD   -  OKEENE (2018)
 GJ0552
 GJ0552                         *CURRENT SURVEY CONTROL
 GJ0552  ______________________________________________________________________
 GJ0552* NAD 83(1993) POSITION- 36 07 06.68618(N) 098 19 12.09800(W)   ADJUSTED
 GJ0552  ______________________________________________________________________
 GJ0552  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 GJ0552  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 GJ0552  HORZ ORDER      -  THIRD
 GJ0552
 GJ0552.The horizontal coordinates were established by classical geodetic methods
 GJ0552.and adjusted by the National Geodetic Survey in November 1994.
 GJ0552
 GJ0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0552.GEOID18 height accuracy estimate available here.
 GJ0552
 GJ0552.Click photographs - Photos may exist for this station.
 GJ0552
 GJ0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0552
 GJ0552. The following values were computed from the NAD 83(1993) position.
 GJ0552
 GJ0552;                    North         East     Units Scale Factor Converg.
 GJ0552;SPC OK N     -   124,150.794   571,190.019   MT  0.99994577   -0 11 19.9
 GJ0552;SPC OK N     -   407,318.06  1,873,979.25   sFT  0.99994577   -0 11 19.9
 GJ0552;UTM  14      - 3,997,308.666   561,192.938   MT  0.99964614   +0 24 03.0
 GJ0552
 GJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE6119297308(NAD 83)
 GJ0552
 GJ0552                          SUPERSEDED SURVEY CONTROL
 GJ0552
 GJ0552  NAD 83(1986)-  36 07 06.69143(N)    098 19 12.08232(W) AD(       ) 3
 GJ0552  NAD 27      -  36 07 06.55602(N)    098 19 10.80463(W) AD(       ) 3
 GJ0552
 GJ0552.Superseded values are not recommended for survey control.
 GJ0552
 GJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0552.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0552
 GJ0552_MARKER: 65 = GRAIN ELEVATOR
 GJ0552
 GJ0552  HISTORY     - Date     Condition        Report By
 GJ0552  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0552
 GJ0552                          STATION DESCRIPTION
 GJ0552
 GJ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0552'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 170 FOOT
 GJ0552'HIGH ELEVATOR, THE MOST NORTHERLY AND HIGHEST ONE OF FOUR ELEVATORS
 GJ0552'LOCATED IN OKEENE.  IT IS 0.2 MILE NORTH OF STATE HIGHWAY 51 AND
 GJ0552'100 FEET NORTH OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0551 ***********************************************************************
 GJ0551  DESIGNATION -  OKEENE MUNICIPAL WATER TANK
 GJ0551  PID         -  GJ0551
 GJ0551  STATE/COUNTY-  OK/BLAINE
 GJ0551  COUNTRY     -  US
 GJ0551  USGS QUAD   -  OKEENE (2018)
 GJ0551
 GJ0551                         *CURRENT SURVEY CONTROL
 GJ0551  ______________________________________________________________________
 GJ0551* NAD 83(1993) POSITION- 36 06 55.35921(N) 098 19 07.37768(W)   ADJUSTED
 GJ0551  ______________________________________________________________________
 GJ0551  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 GJ0551  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 GJ0551  HORZ ORDER      -  THIRD
 GJ0551
 GJ0551.The horizontal coordinates were established by classical geodetic methods
 GJ0551.and adjusted by the National Geodetic Survey in November 1994.
 GJ0551
 GJ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0551.GEOID18 height accuracy estimate available here.
 GJ0551
 GJ0551.Click photographs - Photos may exist for this station.
 GJ0551
 GJ0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0551
 GJ0551. The following values were computed from the NAD 83(1993) position.
 GJ0551
 GJ0551;                    North         East     Units Scale Factor Converg.
 GJ0551;SPC OK N     -   123,801.301   571,306.911   MT  0.99994582   -0 11 17.1
 GJ0551;SPC OK N     -   406,171.44  1,874,362.76   sFT  0.99994582   -0 11 17.1
 GJ0551;UTM  14      - 3,996,960.498   561,313.385   MT  0.99964632   +0 24 05.7
 GJ0551
 GJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE6131396960(NAD 83)
 GJ0551
 GJ0551                          SUPERSEDED SURVEY CONTROL
 GJ0551
 GJ0551  NAD 83(1986)-  36 06 55.36450(N)    098 19 07.36201(W) AD(       ) 3
 GJ0551  NAD 27      -  36 06 55.23038(N)    098 19 06.10120(W) AD(       ) 3
 GJ0551
 GJ0551.Superseded values are not recommended for survey control.
 GJ0551
 GJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0551.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0551
 GJ0551_MARKER: 53 = ELEVATED TANK
 GJ0551
 GJ0551  HISTORY     - Date     Condition        Report By
 GJ0551  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0551
 GJ0551                          STATION DESCRIPTION
 GJ0551
 GJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0551'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH, ELEVATED
 GJ0551'TANK, LOCATED NEAR THE CENTER OF THE TOWN OF OKEENE, 0.1 MILE
 GJ0551'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 8 AND 51.  IT IS
 GJ0551'PAINTED BLACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9541 ***********************************************************************
 DR9541  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9541  DESIGNATION -  OKJY OKRTN ARP
 DR9541  PID         -  DR9541
 DR9541  STATE/COUNTY-  OK/DELAWARE
 DR9541  COUNTRY     -  US
 DR9541  USGS QUAD   -  JAY (2018)
 DR9541
 DR9541                         *CURRENT SURVEY CONTROL
 DR9541  ______________________________________________________________________
 DR9541* NAD 83(2011) POSITION- 36 24 29.98330(N) 094 49 28.95415(W)   ADJUSTED
 DR9541* NAD 83(2011) ELLIP HT-   306.281 (meters)        (11/20/23)   ADJUSTED
 DR9541* NAD 83(2011) EPOCH   -  2010.00
 DR9541* NAVD 88 ORTHO HEIGHT -   335.08  (meters)     1099.3   (feet) GPS OBS
 DR9541  ______________________________________________________________________
 DR9541  GEOID HEIGHT    -        -28.796 (meters)                     GEOID18
 DR9541  NAD 83(2011) X  -   -432,269.482 (meters)                     COMP
 DR9541  NAD 83(2011) Y  - -5,121,271.914 (meters)                     COMP
 DR9541  NAD 83(2011) Z  -  3,764,934.241 (meters)                     COMP
 DR9541  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 DR9541
 DR9541  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9541  Standards:
 DR9541         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9541            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9541  -------------------------------------------------------------------
 DR9541  NETWORK    0.11   0.24           0.05   0.04   0.12     -0.00466951
 DR9541  -------------------------------------------------------------------
 DR9541  Click here for local accuracies and other accuracy information.
 DR9541
 DR9541.The horizontal coordinates were established by GPS observations
 DR9541.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9541
 DR9541.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9541.been affixed to the stable North American tectonic plate. See 
 DR9541.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9541
 DR9541.The horizontal coordinates are valid at the epoch date displayed above
 DR9541.which is a decimal equivalence of Year/Month/Day.
 DR9541
 DR9541.The orthometric height was determined by GPS observations and a
 DR9541.high-resolution geoid model using precise GPS observation and
 DR9541.processing techniques.
 DR9541
 DR9541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9541.GEOID18 height accuracy estimate available here.
 DR9541
 DR9541.Click photographs - Photos may exist for this station.
 DR9541
 DR9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9541
 DR9541.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9541
 DR9541.The ellipsoidal height was determined by GPS observations
 DR9541.and is referenced to NAD 83.
 DR9541
 DR9541. The following values were computed from the NAD 83(2011) position.
 DR9541
 DR9541;                    North         East     Units Scale Factor Converg.
 DR9541;SPC OK N     -   160,916.345   884,748.933   MT  0.99995422   +1 52 26.0
 DR9541;SPC OK N     -   527,939.71  2,902,713.79   sFT  0.99995422   +1 52 26.0
 DR9541;UTM  15      - 4,030,786.267   336,386.997   MT  0.99992982   -1 04 59.8
 DR9541
 DR9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9541!SPC OK N     -   0.99995193  x   0.99995422  =   0.99990616
 DR9541!UTM  15      -   0.99995193  x   0.99992982  =   0.99988176
 DR9541
 DR9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3638630786(NAD 83)
 DR9541
 DR9541                          SUPERSEDED SURVEY CONTROL
 DR9541
 DR9541.No superseded survey control is available for this station.
 DR9541
 DR9541_MARKER: Z = SEE DESCRIPTION
 DR9541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR9541_SP_SET: COLUMN
 DR9541_MARK LOGO: OKDOT
 DR9541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9541+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 DR9541
 DR9541  HISTORY     - Date     Condition        Report By
 DR9541  HISTORY     - 20200128 MONUMENTED       OKDOT
 DR9541  HISTORY     - 20231005 GOOD             OKDOT
 DR9541  HISTORY     - 20231204 GOOD             OKDOT
 DR9541  HISTORY     - 20240102 GOOD             OKDOT
 DR9541  HISTORY     - 20240605 GOOD             OKDOT
 DR9541
 DR9541                          STATION DESCRIPTION
 DR9541
 DR9541'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9541'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST OF CHLOETA, 6.2 MI
 DR9541'(10.0 KM) WEST OF SYCAMORE AND 1.8 MI (2.9 KM) WEST-SOUTHWEST OF JAY.
 DR9541'
 DR9541'THE STATION IS APPROXIMATELY 362 FT (110.3 M) WEST OF THE INTERSECTION
 DR9541'OF OK-20 AND US-59.  THE STATION IS ON THE SOUTHEAST CORNER OF THE
 DR9541'OKDOT COUNTY YARD AT JAY.  THE STATION IS APPROXIMATELY 227 FT (69.2
 DR9541'M) SOUTH OF OK-20.
 DR9541'
 DR9541'THE MONUMENT IS A NON NCN CORS STATION THAT IS PART OF THE OKDOT RTN
 DR9541'NETWORK.  THE MONUMENT IS THE ANTENNA REFERENCE POINT OF THE GPS
 DR9541'ANTENNA.  THE STATION WAS MONUMENTED IN 2020 AS PART OF THE OKDOT RTN
 DR9541'NETWORK SYSTEM.
 DR9541
 DR9541                          STATION RECOVERY (2023)
 DR9541
 DR9541'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9541'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9541
 DR9541                          STATION RECOVERY (2024)
 DR9541
 DR9541'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9541'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9541
 DR9541                          STATION RECOVERY (2024)
 DR9541
 DR9541'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 DR9541'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0075 ***********************************************************************
 GH0075  DESIGNATION -  OKLA 653=PTS 58
 GH0075  PID         -  GH0075
 GH0075  STATE/COUNTY-  OK/TULSA
 GH0075  COUNTRY     -  US
 GH0075  USGS QUAD   -  WEKIWA (2018)
 GH0075
 GH0075                         *CURRENT SURVEY CONTROL
 GH0075  ______________________________________________________________________
 GH0075* NAD 83(1986) POSITION- 36 07 41.     (N) 096 08 46.     (W)   SCALED
 GH0075* NAVD 88 ORTHO HEIGHT -   198.685 (meters)      651.85  (feet) ADJUSTED
 GH0075  ______________________________________________________________________
 GH0075  GEOID HEIGHT    -        -28.663 (meters)                     GEOID18
 GH0075  DYNAMIC HEIGHT  -        198.511 (meters)      651.28  (feet) COMP
 GH0075  MODELED GRAVITY -    979,752.8   (mgal)                       NAVD 88
 GH0075
 GH0075  VERT ORDER      -  SECOND    CLASS 0
 GH0075
 GH0075.The horizontal coordinates were scaled from a map and have
 GH0075.an estimated accuracy of +/- 6 seconds.
 GH0075
 GH0075.The orthometric height was determined by differential leveling and
 GH0075.adjusted by the NATIONAL GEODETIC SURVEY
 GH0075.in June 1991.
 GH0075
 GH0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0075.GEOID18 height accuracy estimate available here.
 GH0075
 GH0075.Click photographs - Photos may exist for this station.
 GH0075
 GH0075.The dynamic height is computed by dividing the NAVD 88
 GH0075.geopotential number by the normal gravity value computed on the
 GH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0075.degrees latitude (g = 980.6199 gals.).
 GH0075
 GH0075.The modeled gravity was interpolated from observed gravity values.
 GH0075
 GH0075;                    North         East    Units  Estimated Accuracy
 GH0075;SPC OK N     -   126,750.      766,860.      MT  (+/- 180 meters Scaled)
 GH0075
 GH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF568019(NAD 83)
 GH0075
 GH0075                          SUPERSEDED SURVEY CONTROL
 GH0075
 GH0075  NGVD 29 (??/??/92)  198.571  (m)          651.48   (f) ADJ UNCH    2 0
 GH0075
 GH0075.Superseded values are not recommended for survey control.
 GH0075
 GH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0075.See file dsdata.pdf to determine how the superseded data were derived.
 GH0075
 GH0075_MARKER: P = PIPE CAP
 GH0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0075_STAMPING: OKAL 653 1916
 GH0075_MARK LOGO: USGS
 GH0075_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0075
 GH0075  HISTORY     - Date     Condition        Report By
 GH0075  HISTORY     - 1916     MONUMENTED       USGS
 GH0075  HISTORY     - 1934     POOR             CGS
 GH0075  HISTORY     - 20091223 MARK NOT FOUND   INDIV
 GH0075  HISTORY     - 20161102 MARK NOT FOUND   NGS
 GH0075
 GH0075                          STATION DESCRIPTION
 GH0075
 GH0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0075'8.8 MI E FROM KEYSTONE.
 GH0075'8.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0075'STATION AT KEYSTONE, TULSA COUNTY, 180 FEET SOUTH OF THE TENTH POLE
 GH0075'WEST OF MILEPOST 433, 100 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GH0075'18 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, AND 12 FEET
 GH0075'WEST OF A NORTH-AND-SOUTH SECTION-LINE ROAD.  A UNITED STATES
 GH0075'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OKLA 653 1916 AND RIVETED
 GH0075'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED
 GH0075'IN MARCH 1934 THAT THIS BENCH MARK IS BADLY TIPPED, THE ROD WAS
 GH0075'HELD ON THE HIGH POINT OF THE DISK.
 GH0075
 GH0075                          STATION RECOVERY (2009)
 GH0075
 GH0075'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (GWB)
 GH0075'THE HIGHWAY DEPARTMENT DESTROYED THIS MARKER MANY YEARS AGO.
 GH0075'I LIVE 0.5 MILES SOUTH OF THIS THE MARKER LOCATION SINCE 1973 AND IT
 GH0075'HAS BEEN GONE FOR MANY YEARS.
 GH0075'THERE IS MUCH NEED FOR CONTROL NEARBY AND THE FUNDING TO SURVEYORS TO
 GH0075'SET GOOD CONTROL IN SAND SPRINGS, OK SOUTH OF THE ARKANSAS RIVER.
 GH0075'THIS LOCATION IN NEAR THE INTERSECTION OF S 137TH W. AVE. AND OLD HWY
 GH0075'51.
 GH0075'WITH THE LOCAL CORS AND BRASS DISCS AND INSTALLATION RODS SUPPLIED,
 GH0075'THIS SURVEYOR WOULD BE GLAD TO SET SOME GOOD REPLACEMENT MONUMENTS IN
 GH0075'THE AREA IF FUNDED.
 GH0075'WORK IS NEEDED TO UPDATE AND PROVIDE REPLACEMENT CONTROL IN THE SAND
 GH0075'SPRINGS - TULSA - MANNFORD - SAPULPA AREAS OF OK.
 GH0075
 GH0075                          STATION RECOVERY (2016)
 GH0075
 GH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (MJR)
 GH0075'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0072 ***********************************************************************
 GH0072  DESIGNATION -  OKLA 683=PTS 57
 GH0072  PID         -  GH0072
 GH0072  STATE/COUNTY-  OK/TULSA
 GH0072  COUNTRY     -  US
 GH0072  USGS QUAD   -  WEKIWA (2018)
 GH0072
 GH0072                         *CURRENT SURVEY CONTROL
 GH0072  ______________________________________________________________________
 GH0072* NAD 83(1986) POSITION- 36 08 18.     (N) 096 13 37.     (W)   SCALED
 GH0072* NAVD 88 ORTHO HEIGHT -   208.001 (meters)      682.42  (feet) ADJUSTED
 GH0072  ______________________________________________________________________
 GH0072  GEOID HEIGHT    -        -28.552 (meters)                     GEOID18
 GH0072  DYNAMIC HEIGHT  -        207.820 (meters)      681.82  (feet) COMP
 GH0072  MODELED GRAVITY -    979,759.0   (mgal)                       NAVD 88
 GH0072
 GH0072  VERT ORDER      -  SECOND    CLASS 0
 GH0072
 GH0072.The horizontal coordinates were scaled from a map and have
 GH0072.an estimated accuracy of +/- 6 seconds.
 GH0072
 GH0072.The orthometric height was determined by differential leveling and
 GH0072.adjusted by the NATIONAL GEODETIC SURVEY
 GH0072.in June 1991.
 GH0072
 GH0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0072.GEOID18 height accuracy estimate available here.
 GH0072
 GH0072.Click photographs - Photos may exist for this station.
 GH0072
 GH0072.The dynamic height is computed by dividing the NAVD 88
 GH0072.geopotential number by the normal gravity value computed on the
 GH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0072.degrees latitude (g = 980.6199 gals.).
 GH0072
 GH0072.The modeled gravity was interpolated from observed gravity values.
 GH0072
 GH0072;                    North         East    Units  Estimated Accuracy
 GH0072;SPC OK N     -   127,760.      759,570.      MT  (+/- 180 meters Scaled)
 GH0072
 GH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF495028(NAD 83)
 GH0072
 GH0072                          SUPERSEDED SURVEY CONTROL
 GH0072
 GH0072  NGVD 29 (??/??/92)  207.889  (m)          682.05   (f) ADJ UNCH    2 0
 GH0072
 GH0072.Superseded values are not recommended for survey control.
 GH0072
 GH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0072.See file dsdata.pdf to determine how the superseded data were derived.
 GH0072
 GH0072_MARKER: P = PIPE CAP
 GH0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0072_STAMPING: OKLA 683 1916
 GH0072_MARK LOGO: USGS
 GH0072_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0072
 GH0072  HISTORY     - Date     Condition        Report By
 GH0072  HISTORY     - 1916     MONUMENTED       USGS
 GH0072  HISTORY     - 1934     GOOD             CGS
 GH0072  HISTORY     - 20161102 MARK NOT FOUND   NGS
 GH0072
 GH0072                          STATION DESCRIPTION
 GH0072
 GH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0072'4.2 MI E FROM KEYSTONE.
 GH0072'4.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0072'THE STATION AT KEYSTONE, TULSA COUNTY, 110 FEET SOUTH OF MILEPOST
 GH0072'438, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 44 FEET
 GH0072'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64.  A UNITED STATES
 GH0072'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OKLA 683 1916 AND RIVETED
 GH0072'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 GH0072
 GH0072                          STATION RECOVERY (2016)
 GH0072
 GH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (MJR)
 GH0072'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0070 ***********************************************************************
 GH0070  DESIGNATION -  OKLA 684=PTS 62
 GH0070  PID         -  GH0070
 GH0070  STATE/COUNTY-  OK/PAWNEE
 GH0070  COUNTRY     -  US
 GH0070  USGS QUAD   -  KEYSTONE DAM (2018)
 GH0070
 GH0070                         *CURRENT SURVEY CONTROL
 GH0070  ______________________________________________________________________
 GH0070* NAD 83(1986) POSITION- 36 09 55.70   (N) 096 16 56.55   (W)   HD_HELD1
 GH0070* NAVD 88 ORTHO HEIGHT -   208.455 (meters)      683.91  (feet) ADJUSTED
 GH0070  ______________________________________________________________________
 GH0070  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 GH0070  DYNAMIC HEIGHT  -        208.275 (meters)      683.32  (feet) COMP
 GH0070  MODELED GRAVITY -    979,763.6   (mgal)                       NAVD 88
 GH0070
 GH0070  VERT ORDER      -  SECOND    CLASS 0
 GH0070
 GH0070.The horizontal coordinates were determined by differentially corrected
 GH0070.hand held GPS observations or other comparable positioning techniques
 GH0070.and have an estimated accuracy of +/- 3 meters.
 GH0070
 GH0070.The orthometric height was determined by differential leveling and
 GH0070.adjusted by the NATIONAL GEODETIC SURVEY
 GH0070.in June 1991.
 GH0070
 GH0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0070.GEOID18 height accuracy estimate available here.
 GH0070
 GH0070.Click photographs - Photos may exist for this station.
 GH0070
 GH0070.The dynamic height is computed by dividing the NAVD 88
 GH0070.geopotential number by the normal gravity value computed on the
 GH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0070.degrees latitude (g = 980.6199 gals.).
 GH0070
 GH0070.The modeled gravity was interpolated from observed gravity values.
 GH0070
 GH0070;                    North         East    Units  Estimated Accuracy
 GH0070;SPC OK N     -   130,679.4     754,526.7     MT  (+/- 3 meters HH1 GPS) 
 GH0070
 GH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4444805724(NAD 83)
 GH0070
 GH0070                          SUPERSEDED SURVEY CONTROL
 GH0070
 GH0070  NGVD 29 (??/??/92)  208.346  (m)          683.55   (f) ADJ UNCH    2 0
 GH0070
 GH0070.Superseded values are not recommended for survey control.
 GH0070
 GH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0070.See file dsdata.pdf to determine how the superseded data were derived.
 GH0070
 GH0070_MARKER: P = PIPE CAP
 GH0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0070_STAMPING: OKLA 684 1916
 GH0070_MARK LOGO: USGS
 GH0070_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0070
 GH0070  HISTORY     - Date     Condition        Report By
 GH0070  HISTORY     - 1916     MONUMENTED       USGS
 GH0070  HISTORY     - 1934     GOOD             CGS
 GH0070
 GH0070                          STATION DESCRIPTION
 GH0070
 GH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0070'AT KEYSTONE.
 GH0070'AT KEYSTONE, TULSA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GH0070'RAILWAY, 520 FEET EAST OF THE STATION, 374 FEET WEST OF MILEPOST
 GH0070'442, AT A ROAD CROSSING, 75 FEET NORTH OF THE CENTERLINE OF
 GH0070'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 64,
 GH0070'AND 2 FEET SOUTHEAST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 GH0070'SURVEY STANDARD CAP, STAMPED OKLA 684 1916 AND RIVETED ON THE
 GH0070'TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0068 ***********************************************************************
 GH0068  DESIGNATION -  OKLA 696
 GH0068  PID         -  GH0068
 GH0068  STATE/COUNTY-  OK/CREEK
 GH0068  COUNTRY     -  US
 GH0068  USGS QUAD   -  KEYSTONE DAM (2018)
 GH0068
 GH0068                         *CURRENT SURVEY CONTROL
 GH0068  ______________________________________________________________________
 GH0068* NAD 83(1986) POSITION- 36 09 06.26   (N) 096 18 41.56   (W)   HD_HELD1
 GH0068* NAVD 88 ORTHO HEIGHT -   212.162 (meters)      696.07  (feet) ADJUSTED
 GH0068  ______________________________________________________________________
 GH0068  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 GH0068  DYNAMIC HEIGHT  -        211.977 (meters)      695.46  (feet) COMP
 GH0068  MODELED GRAVITY -    979,755.3   (mgal)                       NAVD 88
 GH0068
 GH0068  VERT ORDER      -  SECOND    CLASS 0
 GH0068
 GH0068.The horizontal coordinates were determined by differentially corrected
 GH0068.hand held GPS observations or other comparable positioning techniques
 GH0068.and have an estimated accuracy of +/- 3 meters.
 GH0068
 GH0068.The orthometric height was determined by differential leveling and
 GH0068.adjusted by the NATIONAL GEODETIC SURVEY
 GH0068.in June 1991.
 GH0068
 GH0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0068.GEOID18 height accuracy estimate available here.
 GH0068
 GH0068.Click photographs - Photos may exist for this station.
 GH0068
 GH0068.The dynamic height is computed by dividing the NAVD 88
 GH0068.geopotential number by the normal gravity value computed on the
 GH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0068.degrees latitude (g = 980.6199 gals.).
 GH0068
 GH0068.The modeled gravity was interpolated from observed gravity values.
 GH0068
 GH0068;                    North         East    Units  Estimated Accuracy
 GH0068;SPC OK N     -   129,109.8     751,929.3     MT  (+/- 3 meters HH1 GPS) 
 GH0068
 GH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF4186604127(NAD 83)
 GH0068
 GH0068                          SUPERSEDED SURVEY CONTROL
 GH0068
 GH0068  NGVD 29 (??/??/92)  212.052  (m)          695.71   (f) ADJ UNCH    2 0
 GH0068
 GH0068.Superseded values are not recommended for survey control.
 GH0068
 GH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0068.See file dsdata.pdf to determine how the superseded data were derived.
 GH0068
 GH0068_MARKER: P = PIPE CAP
 GH0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0068_STAMPING: OKLA 696 1916
 GH0068_MARK LOGO: USGS
 GH0068_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0068
 GH0068  HISTORY     - Date     Condition        Report By
 GH0068  HISTORY     - 1916     MONUMENTED       USGS
 GH0068  HISTORY     - 1934     GOOD             CGS
 GH0068
 GH0068                          STATION DESCRIPTION
 GH0068
 GH0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0068'IN CREEK COUNTY, 1.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO
 GH0068'RAILWAY FROM THE STATION AT KEYSTONE, TULSA COUNTY, 210 FEET
 GH0068'NORTHEAST OF MILEPOST 444, AT THE EAST END OF A 400-FOOT CUT, 52
 GH0068'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTH OF THE
 GH0068'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GH0068'CAP, STAMPED OKLA 696 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GH0068'IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0065 ***********************************************************************
 GH0065  DESIGNATION -  OKLA 740=PTS 64
 GH0065  PID         -  GH0065
 GH0065  STATE/COUNTY-  OK/CREEK
 GH0065  COUNTRY     -  US
 GH0065  USGS QUAD   -  TERLTON (2018)
 GH0065
 GH0065                         *CURRENT SURVEY CONTROL
 GH0065  ______________________________________________________________________
 GH0065* NAD 83(1986) POSITION- 36 09 08.4    (N) 096 23 14.9    (W)   HD_HELD2
 GH0065* NAVD 88 ORTHO HEIGHT -   225.568 (meters)      740.05  (feet) ADJUSTED
 GH0065  ______________________________________________________________________
 GH0065  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 GH0065  DYNAMIC HEIGHT  -        225.370 (meters)      739.40  (feet) COMP
 GH0065  MODELED GRAVITY -    979,751.1   (mgal)                       NAVD 88
 GH0065
 GH0065  VERT ORDER      -  SECOND    CLASS 0
 GH0065
 GH0065.The horizontal coordinates were established by autonomous hand held GPS
 GH0065.observations and have an estimated accuracy of +/- 10 meters.
 GH0065
 GH0065.The orthometric height was determined by differential leveling and
 GH0065.adjusted by the NATIONAL GEODETIC SURVEY
 GH0065.in June 1991.
 GH0065
 GH0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0065.GEOID18 height accuracy estimate available here.
 GH0065
 GH0065.Click photographs - Photos may exist for this station.
 GH0065
 GH0065.The dynamic height is computed by dividing the NAVD 88
 GH0065.geopotential number by the normal gravity value computed on the
 GH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0065.degrees latitude (g = 980.6199 gals.).
 GH0065
 GH0065.The modeled gravity was interpolated from observed gravity values.
 GH0065
 GH0065;                    North         East    Units  Estimated Accuracy
 GH0065;SPC OK N     -   129,060.      745,097.      MT  (+/- 10 meters HH2 GPS)
 GH0065
 GH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3503204007(NAD 83)
 GH0065
 GH0065                          SUPERSEDED SURVEY CONTROL
 GH0065
 GH0065  NGVD 29 (??/??/92)  225.275  (m)          739.09   (f) ADJ UNCH    2 0
 GH0065
 GH0065.Superseded values are not recommended for survey control.
 GH0065
 GH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0065.See file dsdata.pdf to determine how the superseded data were derived.
 GH0065
 GH0065_MARKER: P = PIPE CAP
 GH0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0065_STAMPING: OKLA 740 1916
 GH0065_MARK LOGO: USGS
 GH0065_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0065
 GH0065  HISTORY     - Date     Condition        Report By
 GH0065  HISTORY     - 1916     MONUMENTED       USGS
 GH0065  HISTORY     - 1934     GOOD             CGS
 GH0065
 GH0065                          STATION DESCRIPTION
 GH0065
 GH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0065'AT MANNFORD, CREEK COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GH0065'0.1 MILE EAST OF THE STATION, AT A ROAD CROSSING, 75 FEET NORTH
 GH0065'OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE NORTH-AND-SOUTH
 GH0065'COUNTY ROAD, AND 5 FEET SOUTH OF A FENCE CORNER.  A UNITED STATES
 GH0065'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OKLA 740 1916 AND RIVETED
 GH0065'ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0758 ***********************************************************************
 EM0758  DESIGNATION -  OKLA BDRY N R LINE 15 14
 EM0758  PID         -  EM0758
 EM0758  STATE/COUNTY-  OK/TILLMAN
 EM0758  COUNTRY     -  US
 EM0758  USGS QUAD   -  GRANDFIELD (2018)
 EM0758
 EM0758                         *CURRENT SURVEY CONTROL
 EM0758  ______________________________________________________________________
 EM0758* NAD 83(1993) POSITION- 34 08 41.56891(N) 098 42 51.75025(W)   ADJUSTED
 EM0758* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 EM0758  ______________________________________________________________________
 EM0758  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 EM0758  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 EM0758  HORZ ORDER      -  THIRD
 EM0758
 EM0758.The horizontal coordinates were established by classical geodetic methods
 EM0758.and adjusted by the National Geodetic Survey in November 1994.
 EM0758
 EM0758.The orthometric height was scaled from a topographic map.
 EM0758
 EM0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0758.GEOID18 height accuracy estimate available here.
 EM0758
 EM0758.Click photographs - Photos may exist for this station.
 EM0758
 EM0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0758
 EM0758. The following values were computed from the NAD 83(1993) position.
 EM0758
 EM0758;                    North         East     Units Scale Factor Converg.
 EM0758;SPC OK S     -    90,252.729   534,117.715   MT  0.99996515   -0 24 19.8
 EM0758;SPC OK S     -   296,104.16  1,752,351.20   sFT  0.99996515   -0 24 19.8
 EM0758;SPC TXNC     - 2,274,848.298   580,227.626   MT  1.00005458   -0 07 00.9
 EM0758;SPC TXNC     - 7,463,398.12  1,903,630.14   sFT  1.00005458   -0 07 00.9
 EM0758;UTM  14      - 3,778,257.042   526,332.019   MT  0.99960855   +0 09 37.1
 EM0758
 EM0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0758!SPC OK S     -   0.99995405  x   0.99996515  =   0.99991921
 EM0758!SPC TXNC     -   0.99995405  x   1.00005458  =   1.00000863
 EM0758!UTM  14      -   0.99995405  x   0.99960855  =   0.99956262
 EM0758
 EM0758:                Primary Azimuth Mark                     Grid Az
 EM0758:SPC OK S     -  OKLAHOMA TEXAS BDRY REF MON 12           109 02 05.8
 EM0758:SPC TXNC     -  OKLAHOMA TEXAS BDRY REF MON 12           108 44 46.9
 EM0758:UTM  14      -  OKLAHOMA TEXAS BDRY REF MON 12           108 28 08.9
 EM0758
 EM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2633278257(NAD 83)
 EM0758
 EM0758|---------------------------------------------------------------------|
 EM0758| PID    Reference Object                     Distance      Geod. Az  |
 EM0758|                                                           dddmmss.s |
 EM0758| EM0762 OKLAHOMA TEXAS BDRY REF MON 12      APPROX. 3.5 KM 1083746.0 |
 EM0758|---------------------------------------------------------------------|
 EM0758
 EM0758                          SUPERSEDED SURVEY CONTROL
 EM0758
 EM0758  NAD 83(1986)-  34 08 41.57360(N)    098 42 51.73726(W) AD(       ) 3
 EM0758  NAD 27      -  34 08 41.24400(N)    098 42 50.50600(W) AD(       ) 3
 EM0758  USSD        -  34 08 41.21100(N)    098 42 50.92000(W) AD(       ) 3
 EM0758
 EM0758.Superseded values are not recommended for survey control.
 EM0758
 EM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0758.See file dsdata.pdf to determine how the superseded data were derived.
 EM0758
 EM0758_MARKER: DU = BOUNDARY MARKER
 EM0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0758_MARK LOGO: CGS
 EM0758_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0758
 EM0758  HISTORY     - Date     Condition        Report By
 EM0758  HISTORY     - 1923     MONUMENTED       CGS
 EM0758  HISTORY     - 1934     GOOD             CGS
 EM0758
 EM0758                          STATION DESCRIPTION
 EM0758
 EM0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0758'STATION IS 5 MI. S AND 2 MI. W OF THE TOWN OF GRANDFIELD, AT
 EM0758'TOP OF OKLAHOMA BLUFF, ON THE LINE THROUGH T 5 S, BETWEEN RS.
 EM0758'14 AND 15 W, AT A POINT 30.0 FT. S OF THE CORNER OF SECTIONS
 EM0758'1, 6, 7, AND 12.
 EM0758'
 EM0758'STATION IS MARKED BY AN IRON POST WITH A BRONZE CAP.
 EM0758'
 EM0758'ELEVATION OF STATION IS 320 M. (1050 FT.).
 EM0758
 EM0758                          STATION RECOVERY (1934)
 EM0758
 EM0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0758'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  A
 EM0758'BRONZE CAP IS SET IN AN 8-IN. ROUND CEMENT POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0704 ***********************************************************************
 EL0704  DESIGNATION -  OKLA BOYS INDUSTRIAL SCH TANK
 EL0704  PID         -  EL0704
 EL0704  STATE/COUNTY-  OK/ATOKA
 EL0704  COUNTRY     -  US
 EL0704  USGS QUAD   -  COALGATE SE (2019)
 EL0704
 EL0704                         *CURRENT SURVEY CONTROL
 EL0704  ______________________________________________________________________
 EL0704* NAD 83(1993) POSITION- 34 31 41.90426(N) 096 02 03.34188(W)   ADJUSTED
 EL0704  ______________________________________________________________________
 EL0704  GEOID HEIGHT    -        -28.825 (meters)                     GEOID18
 EL0704  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC18
 EL0704  HORZ ORDER      -  THIRD
 EL0704
 EL0704.The horizontal coordinates were established by classical geodetic methods
 EL0704.and adjusted by the National Geodetic Survey in November 1994.
 EL0704
 EL0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0704.GEOID18 height accuracy estimate available here.
 EL0704
 EL0704.Click photographs - Photos may exist for this station.
 EL0704
 EL0704.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0704
 EL0704. The following values were computed from the NAD 83(1993) position.
 EL0704
 EL0704;                    North         East     Units Scale Factor Converg.
 EL0704;SPC OK S     -   134,307.370   780,449.451   MT  0.99993642   +1 06 56.8
 EL0704;SPC OK S     -   440,640.10  2,560,524.57   sFT  0.99993642   +1 06 56.8
 EL0704;UTM  14      - 3,824,731.550   772,216.144   MT  1.00051347   +1 40 55.4
 EL0704;UTM  15      - 3,824,918.447   221,492.220   MT  1.00055619   -1 43 15.5
 EL0704
 EL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7221624731(NAD 83)
 EL0704
 EL0704                          SUPERSEDED SURVEY CONTROL
 EL0704
 EL0704  NAD 83(1986)-  34 31 41.90920(N)    096 02 03.33480(W) AD(       ) 3
 EL0704  NAD 27      -  34 31 41.57300(N)    096 02 02.35900(W) AD(       ) 3
 EL0704
 EL0704.Superseded values are not recommended for survey control.
 EL0704
 EL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0704.See file dsdata.pdf to determine how the superseded data were derived.
 EL0704
 EL0704_MARKER: 53 = ELEVATED TANK
 EL0704
 EL0704  HISTORY     - Date     Condition        Report By
 EL0704  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0704
 EL0704                          STATION DESCRIPTION
 EL0704
 EL0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0704'STATION IS LOCATED ABOUT 11 MILES NORTH OF ATOKA, 1/2 MILE
 EL0704'NORTH OF THE JUNCTION OF U.S. HIGHWAY 69 AND STATE HIGHWAY 43
 EL0704'AT THE OKLAHOMA BOYS INDUSTRIAL SCHOOL.  STATION IS A METAL
 EL0704'WATER TANK, COLORED SILVER THAT IS SUPPORTED BY FOUR STRUCTURAL
 EL0704'STEEL LEGS.  IT IS ABOUT 60 FEET IN HEIGHT.  THE TOP OF TANK
 EL0704'WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1009 ***********************************************************************
 FJ1009  DESIGNATION -  OKLA CITY GENERAL MILLS ELEV
 FJ1009  PID         -  FJ1009
 FJ1009  STATE/COUNTY-  OK/OKLAHOMA
 FJ1009  COUNTRY     -  US
 FJ1009  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1009
 FJ1009                         *CURRENT SURVEY CONTROL
 FJ1009  ______________________________________________________________________
 FJ1009* NAD 83(1993) POSITION- 35 28 10.37112(N) 097 31 39.84461(W)   ADJUSTED
 FJ1009  ______________________________________________________________________
 FJ1009  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 FJ1009  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 FJ1009  HORZ ORDER      -  THIRD
 FJ1009
 FJ1009.The horizontal coordinates were established by classical geodetic methods
 FJ1009.and adjusted by the National Geodetic Survey in November 1994.
 FJ1009
 FJ1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1009.GEOID18 height accuracy estimate available here.
 FJ1009
 FJ1009.Click photographs - Photos may exist for this station.
 FJ1009
 FJ1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1009
 FJ1009. The following values were computed from the NAD 83(1993) position.
 FJ1009
 FJ1009;                    North         East     Units Scale Factor Converg.
 FJ1009;SPC OK N     -    52,202.295   642,865.164   MT  1.00001905   +0 16 43.3
 FJ1009;SPC OK N     -   171,267.03  2,109,133.46   sFT  1.00001905   +0 16 43.3
 FJ1009;UTM  14      - 3,926,112.124   633,579.531   MT  0.99981989   +0 51 16.0
 FJ1009
 FJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3357926112(NAD 83)
 FJ1009
 FJ1009                          SUPERSEDED SURVEY CONTROL
 FJ1009
 FJ1009  NAD 83(1986)-  35 28 10.37617(N)    097 31 39.82256(W) AD(       ) 3
 FJ1009  NAD 27      -  35 28 10.16624(N)    097 31 38.68128(W) AD(       ) 3
 FJ1009
 FJ1009.Superseded values are not recommended for survey control.
 FJ1009
 FJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1009.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1009
 FJ1009_MARKER: 65 = GRAIN ELEVATOR
 FJ1009
 FJ1009  HISTORY     - Date     Condition        Report By
 FJ1009  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1009
 FJ1009                          STATION DESCRIPTION
 FJ1009
 FJ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1009'THE STATION IS THE FLAGSTAFF ATOP THE HEADHOUSE OF THE WHITE
 FJ1009'CONCRETE ELEVATOR LOCATED AT FRANCIS AND 2ND STREETS IN
 FJ1009'OKLAHOMA CITY.  THE ELEVATOR IS OWNED AND OPERATED BY GENERAL
 FJ1009'MILLS INC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1098 ***********************************************************************
 FJ1098  DESIGNATION -  OKLA CITY LAKE HEFNER TANK
 FJ1098  PID         -  FJ1098
 FJ1098  STATE/COUNTY-  OK/OKLAHOMA
 FJ1098  COUNTRY     -  US
 FJ1098  USGS QUAD   -  BRITTON (2018)
 FJ1098
 FJ1098                         *CURRENT SURVEY CONTROL
 FJ1098  ______________________________________________________________________
 FJ1098* NAD 83(1993) POSITION- 35 34 59.80969(N) 097 35 06.97437(W)   ADJUSTED
 FJ1098  ______________________________________________________________________
 FJ1098  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 FJ1098  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 FJ1098  HORZ ORDER      -  THIRD
 FJ1098
 FJ1098.The horizontal coordinates were established by classical geodetic methods
 FJ1098.and adjusted by the National Geodetic Survey in November 1994.
 FJ1098
 FJ1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1098.GEOID18 height accuracy estimate available here.
 FJ1098
 FJ1098.Click photographs - Photos may exist for this station.
 FJ1098
 FJ1098.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1098
 FJ1098. The following values were computed from the NAD 83(1993) position.
 FJ1098
 FJ1098;                    North         East     Units Scale Factor Converg.
 FJ1098;SPC OK N     -    64,797.119   637,589.036   MT  0.99999703   +0 14 41.1
 FJ1098;SPC OK N     -   212,588.55  2,091,823.36   sFT  0.99999703   +0 14 41.1
 FJ1098;UTM  14      - 3,938,650.695   628,177.861   MT  0.99980246   +0 49 24.0
 FJ1098
 FJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2817738650(NAD 83)
 FJ1098
 FJ1098                          SUPERSEDED SURVEY CONTROL
 FJ1098
 FJ1098  NAD 83(1986)-  35 34 59.81607(N)    097 35 06.95750(W) AD(       ) 3
 FJ1098  NAD 27      -  35 34 59.62344(N)    097 35 05.81850(W) AD(       ) 3
 FJ1098
 FJ1098.Superseded values are not recommended for survey control.
 FJ1098
 FJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1098.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1098
 FJ1098_MARKER: 53 = ELEVATED TANK
 FJ1098
 FJ1098  HISTORY     - Date     Condition        Report By
 FJ1098  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1098  HISTORY     - 1966     GOOD             CGS
 FJ1098  HISTORY     - 1986     GOOD             USPSQD
 FJ1098
 FJ1098                          STATION DESCRIPTION
 FJ1098
 FJ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1098'THE STATION IS THE BALL ATOP THE SLENDER METAL TANK PAINTED
 FJ1098'WITH RED AND WHITE CHECKS.  IT IS SUPPORTED BY A SKELETON FRAMEWORK
 FJ1098'AND THE TOP OF THE TANK IS 235 FEET HIGH.  THE TANK IS LOCATED
 FJ1098'NEAR THE NORTHEAST EDGE OF LAKE HEFNER AND ABOUT 0.2 MILE EAST
 FJ1098'OF THE FILTRATION PLANT.
 FJ1098
 FJ1098                          STATION RECOVERY (1966)
 FJ1098
 FJ1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 FJ1098'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FJ1098'THE TALL SLENDER TANK IS SUPPORTED BY AN 8-LEGGED STEEL STRUCTURE
 FJ1098'AND THE TOP OF THE TANK IS ABOUT 235 FEET ABOVE THE GROUND.
 FJ1098'THE TANK IS PAINTED IN ALTERNATING RED AND WHITE CHECKS.
 FJ1098
 FJ1098                          STATION RECOVERY (1986)
 FJ1098
 FJ1098'RECOVERY NOTE BY US POWER SQUADRON 1986 (HR)
 FJ1098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1097 ***********************************************************************
 FJ1097  DESIGNATION -  OKLA CITY NICHOLS HILL MUN TK
 FJ1097  PID         -  FJ1097
 FJ1097  STATE/COUNTY-  OK/OKLAHOMA
 FJ1097  COUNTRY     -  US
 FJ1097  USGS QUAD   -  BRITTON (2018)
 FJ1097
 FJ1097                         *CURRENT SURVEY CONTROL
 FJ1097  ______________________________________________________________________
 FJ1097* NAD 83(1993) POSITION- 35 33 05.53826(N) 097 34 00.39447(W)   ADJUSTED
 FJ1097  ______________________________________________________________________
 FJ1097  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ1097  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 FJ1097  HORZ ORDER      -  THIRD
 FJ1097
 FJ1097.The horizontal coordinates were established by classical geodetic methods
 FJ1097.and adjusted by the National Geodetic Survey in November 1994.
 FJ1097
 FJ1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1097.GEOID18 height accuracy estimate available here.
 FJ1097
 FJ1097.Click photographs - Photos may exist for this station.
 FJ1097
 FJ1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1097
 FJ1097. The following values were computed from the NAD 83(1993) position.
 FJ1097
 FJ1097;                    North         East     Units Scale Factor Converg.
 FJ1097;SPC OK N     -    61,282.661   639,280.984   MT  1.00000278   +0 15 20.4
 FJ1097;SPC OK N     -   201,058.20  2,097,374.36   sFT  1.00000278   +0 15 20.4
 FJ1097;UTM  14      - 3,935,154.170   629,904.850   MT  0.99980796   +0 50 00.4
 FJ1097
 FJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2990435154(NAD 83)
 FJ1097
 FJ1097                          SUPERSEDED SURVEY CONTROL
 FJ1097
 FJ1097  NAD 83(1986)-  35 33 05.54449(N)    097 34 00.37746(W) AD(       ) 3
 FJ1097  NAD 27      -  35 33 05.34522(N)    097 33 59.23818(W) AD(       ) 3
 FJ1097
 FJ1097.Superseded values are not recommended for survey control.
 FJ1097
 FJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1097.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1097
 FJ1097_MARKER: 53 = ELEVATED TANK
 FJ1097
 FJ1097  HISTORY     - Date     Condition        Report By
 FJ1097  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1097
 FJ1097                          STATION DESCRIPTION
 FJ1097
 FJ1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1097'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED AT MAY AVE.
 FJ1097'AND WILSHIRE BLVD.  IT IS ELEVATED BY A FOUR LEGGED SKELETON
 FJ1097'FRAMEWORK APPROXIMATELY 150 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1100 ***********************************************************************
 FJ1100  DESIGNATION -  OKLA CITY NICHOLS HILL SPHERE
 FJ1100  PID         -  FJ1100
 FJ1100  STATE/COUNTY-  OK/OKLAHOMA
 FJ1100  COUNTRY     -  US
 FJ1100  USGS QUAD   -  BRITTON (2018)
 FJ1100
 FJ1100                         *CURRENT SURVEY CONTROL
 FJ1100  ______________________________________________________________________
 FJ1100* NAD 83(1993) POSITION- 35 33 31.14632(N) 097 33 28.89894(W)   ADJUSTED
 FJ1100  ______________________________________________________________________
 FJ1100  GEOID HEIGHT    -        -27.070 (meters)                     GEOID18
 FJ1100  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 FJ1100  HORZ ORDER      -  THIRD
 FJ1100
 FJ1100.The horizontal coordinates were established by classical geodetic methods
 FJ1100.and adjusted by the National Geodetic Survey in November 1994.
 FJ1100
 FJ1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1100.GEOID18 height accuracy estimate available here.
 FJ1100
 FJ1100.Click photographs - Photos may exist for this station.
 FJ1100
 FJ1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1100
 FJ1100. The following values were computed from the NAD 83(1993) position.
 FJ1100
 FJ1100;                    North         East     Units Scale Factor Converg.
 FJ1100;SPC OK N     -    62,075.462   640,070.647   MT  1.00000146   +0 15 39.0
 FJ1100;SPC OK N     -   203,659.24  2,099,965.11   sFT  1.00000146   +0 15 39.0
 FJ1100;UTM  14      - 3,935,954.739   630,686.328   MT  0.99981046   +0 50 19.2
 FJ1100
 FJ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3068635954(NAD 83)
 FJ1100
 FJ1100                          SUPERSEDED SURVEY CONTROL
 FJ1100
 FJ1100  NAD 83(1986)-  35 33 31.15256(N)    097 33 28.88195(W) AD(       ) 3
 FJ1100  NAD 27      -  35 33 30.95610(N)    097 33 27.74089(W) AD(       ) 3
 FJ1100
 FJ1100.Superseded values are not recommended for survey control.
 FJ1100
 FJ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1100.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1100
 FJ1100_MARKER: 53 = ELEVATED TANK
 FJ1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1100+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1100
 FJ1100  HISTORY     - Date     Condition        Report By
 FJ1100  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1100  HISTORY     - 1986     GOOD             USPSQD
 FJ1100  HISTORY     - 20050528 GOOD             USPSQD
 FJ1100  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1100
 FJ1100                          STATION DESCRIPTION
 FJ1100
 FJ1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1100'THE STATION IS THE CENTER OF THE TOP OF THE BALL SHAPED TANK
 FJ1100'LOCATED AT GREYSTONE AND WESTCHESTER DRIVE.  THE TANK IS RED
 FJ1100'AND WHITE CHECKED AND SUPPORTED BY A METAL PEDISTAL.  IT IS 128
 FJ1100'FEET HIGH.
 FJ1100
 FJ1100                          STATION RECOVERY (1986)
 FJ1100
 FJ1100'RECOVERY NOTE BY US POWER SQUADRON 1986 (HPR)
 FJ1100'RECOVERED IN GOOD CONDITION.
 FJ1100
 FJ1100                          STATION RECOVERY (2005)
 FJ1100
 FJ1100'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1100'RECOVERED AS DESCRIBED.
 FJ1100
 FJ1100                          STATION RECOVERY (2009)
 FJ1100
 FJ1100'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1102 ***********************************************************************
 FJ1102  DESIGNATION -  OKLA CITY NICHOLS HILL MUN TK
 FJ1102  PID         -  FJ1102
 FJ1102  STATE/COUNTY-  OK/OKLAHOMA
 FJ1102  COUNTRY     -  US
 FJ1102  USGS QUAD   -  BRITTON (2018)
 FJ1102
 FJ1102                         *CURRENT SURVEY CONTROL
 FJ1102  ______________________________________________________________________
 FJ1102* NAD 83(1993) POSITION- 35 32 55.14121(N) 097 31 44.21672(W)   ADJUSTED
 FJ1102  ______________________________________________________________________
 FJ1102  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 FJ1102  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 FJ1102  HORZ ORDER      -  THIRD
 FJ1102
 FJ1102.The horizontal coordinates were established by classical geodetic methods
 FJ1102.and adjusted by the National Geodetic Survey in November 1994.
 FJ1102
 FJ1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1102.GEOID18 height accuracy estimate available here.
 FJ1102
 FJ1102.Click photographs - Photos may exist for this station.
 FJ1102
 FJ1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1102
 FJ1102. The following values were computed from the NAD 83(1993) position.
 FJ1102
 FJ1102;                    North         East     Units Scale Factor Converg.
 FJ1102;SPC OK N     -    60,978.204   642,712.351   MT  1.00000332   +0 16 40.8
 FJ1102;SPC OK N     -   200,059.32  2,108,632.10   sFT  1.00000332   +0 16 40.8
 FJ1102;UTM  14      - 3,934,884.369   633,338.462   MT  0.99981909   +0 51 19.4
 FJ1102
 FJ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3333834884(NAD 83)
 FJ1102
 FJ1102                          SUPERSEDED SURVEY CONTROL
 FJ1102
 FJ1102  NAD 83(1986)-  35 32 55.14753(N)    097 31 44.19967(W) AD(       ) 3
 FJ1102  NAD 27      -  35 32 54.94881(N)    097 31 43.05889(W) AD(       ) 3
 FJ1102
 FJ1102.Superseded values are not recommended for survey control.
 FJ1102
 FJ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1102.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1102
 FJ1102_MARKER: 53 = ELEVATED TANK
 FJ1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1102+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1102
 FJ1102  HISTORY     - Date     Condition        Report By
 FJ1102  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1102  HISTORY     - 1966     GOOD             CGS
 FJ1102  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1102
 FJ1102                          STATION DESCRIPTION
 FJ1102
 FJ1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1102'THE STATION IS THE BALL ATOP THE METAL TANK AT THE NORTHEAST
 FJ1102'EDGE OF THE SUBURB OF NICHOLS HILL, ON 74TH STREET, ONE
 FJ1102'ONE BLOCK EAST OF WESTERN AVE.  IT IS SUPPORTED BY A TEN
 FJ1102'LEGGED SKELETON FRAMEWORK APPROXIMATELY 155 FEET HIGH AND
 FJ1102'PAINTED SILVER.
 FJ1102
 FJ1102                          STATION RECOVERY (1966)
 FJ1102
 FJ1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JVT)
 FJ1102'THE STATION WAS RECOVERED AS DESCRIBED THE TANK NOW HAS THE
 FJ1102'LEGEND WEST NICHOLS HILLS PAINTED ON THE NORTH AND SOUTH
 FJ1102'SIDES OF THE TANK.
 FJ1102
 FJ1102                          STATION RECOVERY (2009)
 FJ1102
 FJ1102'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1012 ***********************************************************************
 FJ1012  DESIGNATION -  OKLA CITY PENN ST MUNICIPAL TK
 FJ1012  PID         -  FJ1012
 FJ1012  STATE/COUNTY-  OK/OKLAHOMA
 FJ1012  COUNTRY     -  US
 FJ1012  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1012
 FJ1012                         *CURRENT SURVEY CONTROL
 FJ1012  ______________________________________________________________________
 FJ1012* NAD 83(1993) POSITION- 35 28 30.16835(N) 097 32 56.87246(W)   ADJUSTED
 FJ1012  ______________________________________________________________________
 FJ1012  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 FJ1012  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 FJ1012  HORZ ORDER      -  THIRD
 FJ1012
 FJ1012.The horizontal coordinates were established by classical geodetic methods
 FJ1012.and adjusted by the National Geodetic Survey in November 1994.
 FJ1012
 FJ1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1012.GEOID18 height accuracy estimate available here.
 FJ1012
 FJ1012.Click photographs - Photos may exist for this station.
 FJ1012
 FJ1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1012
 FJ1012. The following values were computed from the NAD 83(1993) position.
 FJ1012
 FJ1012;                    North         East     Units Scale Factor Converg.
 FJ1012;SPC OK N     -    52,803.203   640,920.281   MT  1.00001789   +0 15 57.9
 FJ1012;SPC OK N     -   173,238.51  2,102,752.62   sFT  1.00001789   +0 15 57.9
 FJ1012;UTM  14      - 3,926,693.335   631,629.100   MT  0.99981352   +0 50 31.7
 FJ1012
 FJ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3162926693(NAD 83)
 FJ1012
 FJ1012                          SUPERSEDED SURVEY CONTROL
 FJ1012
 FJ1012  NAD 83(1986)-  35 28 30.17416(N)    097 32 56.85439(W) AD(       ) 3
 FJ1012  NAD 27      -  35 28 29.96589(N)    097 32 55.71296(W) AD(       ) 3
 FJ1012
 FJ1012.Superseded values are not recommended for survey control.
 FJ1012
 FJ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1012.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1012
 FJ1012_MARKER: 53 = ELEVATED TANK
 FJ1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1012+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1012
 FJ1012  HISTORY     - Date     Condition        Report By
 FJ1012  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1012  HISTORY     - 1980     GOOD             NGS
 FJ1012  HISTORY     - 20050528 GOOD             USPSQD
 FJ1012  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1012
 FJ1012                          STATION DESCRIPTION
 FJ1012
 FJ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1012'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED AT 5TH
 FJ1012'AND PENNSYLVANIA STREETS, NORTHEAST OF THE FILTRATION PLANT.
 FJ1012'THE TANK, APPROXIMATELY 195 FEET HIGH IS SUPPORTED BY AN
 FJ1012'EIGHT LEGGED SKELETON FRAMEWORK.
 FJ1012
 FJ1012                          STATION RECOVERY (1980)
 FJ1012
 FJ1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1012'RECOVERED AS DESCRIBED.
 FJ1012'
 FJ1012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OKLAHOMA CITY.
 FJ1012
 FJ1012                          STATION RECOVERY (2005)
 FJ1012
 FJ1012'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1012'RECOVERED AS DESCRIBED.
 FJ1012
 FJ1012                          STATION RECOVERY (2009)
 FJ1012
 FJ1012'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0990 ***********************************************************************
 FJ0990  DESIGNATION -  OKLA CITY RAD STA KLPR MAST
 FJ0990  PID         -  FJ0990
 FJ0990  STATE/COUNTY-  OK/OKLAHOMA
 FJ0990  COUNTRY     -  US
 FJ0990  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0990
 FJ0990                         *CURRENT SURVEY CONTROL
 FJ0990  ______________________________________________________________________
 FJ0990* NAD 83(1993) POSITION- 35 23 13.99836(N) 097 29 57.30025(W)   ADJUSTED
 FJ0990  ______________________________________________________________________
 FJ0990  GEOID HEIGHT    -        -26.837 (meters)                     GEOID18
 FJ0990  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 FJ0990  HORZ ORDER      -  THIRD
 FJ0990
 FJ0990.The horizontal coordinates were established by classical geodetic methods
 FJ0990.and adjusted by the National Geodetic Survey in November 1994.
 FJ0990
 FJ0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0990.GEOID18 height accuracy estimate available here.
 FJ0990
 FJ0990.Click photographs - Photos may exist for this station.
 FJ0990
 FJ0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0990
 FJ0990. The following values were computed from the NAD 83(1993) position.
 FJ0990
 FJ0990;                    North         East     Units Scale Factor Converg.
 FJ0990;SPC OK N     -    43,081.201   645,497.653   MT  1.00003741   +0 17 43.9
 FJ0990;SPC OK N     -   141,342.24  2,117,770.22   sFT  1.00003741   +0 17 43.9
 FJ0990;SPC OK S     -   227,947.795   645,497.515   MT  1.00003404   +0 17 03.2
 FJ0990;SPC OK S     -   747,858.72  2,117,769.76   sFT  1.00003404   +0 17 03.2
 FJ0990;UTM  14      - 3,917,019.745   636,302.823   MT  0.99982895   +0 52 09.2
 FJ0990
 FJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3630217019(NAD 83)
 FJ0990
 FJ0990                          SUPERSEDED SURVEY CONTROL
 FJ0990
 FJ0990  NAD 83(1986)-  35 23 14.00456(N)    097 29 57.28296(W) AD(       ) 3
 FJ0990  NAD 27      -  35 23 13.78001(N)    097 29 56.15032(W) AD(       ) 3
 FJ0990
 FJ0990.Superseded values are not recommended for survey control.
 FJ0990
 FJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0990.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0990
 FJ0990_MARKER: 42 = RADIO/TV MAST
 FJ0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0990+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 FJ0990
 FJ0990  HISTORY     - Date     Condition        Report By
 FJ0990  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0990  HISTORY     - 20011003 GOOD             INDIV
 FJ0990  HISTORY     - 20090419 MARK NOT FOUND   GEOCAC
 FJ0990
 FJ0990                          STATION DESCRIPTION
 FJ0990
 FJ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0990'THE STATION IS THE RED LIGHT ATOP THE MAST, A STEEL SKELETON
 FJ0990'FRAMEWORK APPROXIMATELY 225 FEET HIGH.
 FJ0990'
 FJ0990'THE MAST IS LOCATED IN THE 300 BLOCK ON SOUTHEAST 73RD STREET
 FJ0990'AND IS OWNED BY BYRNE ROSS OF THE OKLAHOMA CITY BROADCASTING
 FJ0990'CO.
 FJ0990
 FJ0990                          STATION RECOVERY (2001)
 FJ0990
 FJ0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0990'MARK RECOVERED, HOWEVER NOT AS LISTED.  TOWER IS LOCATED IN THE 700
 FJ0990'BLOCK OF SOUTHEAST 79TH.  THE ORIGINAL TOWER COLLAPSED IN 1987 AND WAS
 FJ0990'REPLACED WITH A NEW TOWER OF APPROXIMATLY 600' HEIGHT.  THE TOWER IS
 FJ0990'NOW OWNED BY PERRY BROADCASTING COMPANY AND IS THE ANTENNA FOR KVSP
 FJ0990'(1140 AM)
 FJ0990
 FJ0990                          STATION RECOVERY (2009)
 FJ0990
 FJ0990'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0990'ACCORDING TO THE DATASHEET, THE ORIGINAL BENCHMARK TOWER WAS 225 FEET
 FJ0990'TALL.  THIS ORIGINAL TOWER COLLAPSED IN 1987.  IT WAS REPLACED WITH
 FJ0990'THE 600 FOOT TOWER THAT STANDS TODAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1002 ***********************************************************************
 FJ1002  DESIGNATION -  OKLA CITY RAD STA KKC 628 MAST
 FJ1002  PID         -  FJ1002
 FJ1002  STATE/COUNTY-  OK/OKLAHOMA
 FJ1002  COUNTRY     -  US
 FJ1002  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1002
 FJ1002                         *CURRENT SURVEY CONTROL
 FJ1002  ______________________________________________________________________
 FJ1002* NAD 83(1993) POSITION- 35 28 41.20474(N) 097 25 47.54207(W)   ADJUSTED
 FJ1002  ______________________________________________________________________
 FJ1002  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 FJ1002  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 FJ1002  HORZ ORDER      -  THIRD
 FJ1002
 FJ1002.The horizontal coordinates were established by classical geodetic methods
 FJ1002.and adjusted by the National Geodetic Survey in November 1994.
 FJ1002
 FJ1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1002.GEOID18 height accuracy estimate available here.
 FJ1002
 FJ1002.Click photographs - Photos may exist for this station.
 FJ1002
 FJ1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1002
 FJ1002. The following values were computed from the NAD 83(1993) position.
 FJ1002
 FJ1002;                    North         East     Units Scale Factor Converg.
 FJ1002;SPC OK N     -    53,200.249   651,741.918   MT  1.00001725   +0 20 11.3
 FJ1002;SPC OK N     -   174,541.15  2,138,256.61   sFT  1.00001725   +0 20 11.3
 FJ1002;UTM  14      - 3,927,198.965   642,444.190   MT  0.99985005   +0 54 41.2
 FJ1002
 FJ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4244427198(NAD 83)
 FJ1002
 FJ1002                          SUPERSEDED SURVEY CONTROL
 FJ1002
 FJ1002  NAD 83(1986)-  35 28 41.21067(N)    097 25 47.52271(W) AD(       ) 3
 FJ1002  NAD 27      -  35 28 40.99045(N)    097 25 46.38738(W) AD(       ) 3
 FJ1002
 FJ1002.Superseded values are not recommended for survey control.
 FJ1002
 FJ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1002.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1002
 FJ1002_MARKER: 42 = RADIO/TV MAST
 FJ1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1002+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 FJ1002
 FJ1002  HISTORY     - Date     Condition        Report By
 FJ1002  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1002  HISTORY     - 20011003 GOOD             INDIV
 FJ1002  HISTORY     - 20050528 GOOD             USPSQD
 FJ1002
 FJ1002                          STATION DESCRIPTION
 FJ1002
 FJ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1002'THE STATION IS THE RED LIGHT AT THE TOP OF THE MAST, A STEEL
 FJ1002'SKELETON FRAMEWORK 300 FEET HIGH PAINTED RED AND WHITE.
 FJ1002'
 FJ1002'THE MAST IS LOCATED ON NORTHEAST 10TH STREET, 1.5 MILES
 FJ1002'EAST OF THE EAST OKLAHOMA CITY, CITY LIMIT.  IT IS OPERATED
 FJ1002'BY THE CITY SERVICE PIPELINE CO.
 FJ1002
 FJ1002                          STATION RECOVERY (2001)
 FJ1002
 FJ1002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ1002'RECOVERED INTACT.  THE TOWER IS CURRENTLY UNDER OWNERSHIP BY CONOCO
 FJ1002'COMMUNICATIONS. THE CALL SIGN IS NOW KKQ 990.  THE AREA IS
 FJ1002'ENCLOSED IN A 6' CYCLONE FENCE.
 FJ1002
 FJ1002                          STATION RECOVERY (2005)
 FJ1002
 FJ1002'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1002'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1016 ***********************************************************************
 FJ1016  DESIGNATION -  OKLA CITY RAD STA KTVQ ANT
 FJ1016  PID         -  FJ1016
 FJ1016  STATE/COUNTY-  OK/OKLAHOMA
 FJ1016  COUNTRY     -  US
 FJ1016  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1016
 FJ1016                         *CURRENT SURVEY CONTROL
 FJ1016  ______________________________________________________________________
 FJ1016* NAD 83(1993) POSITION- 35 28 06.53047(N) 097 30 58.35298(W)   ADJUSTED
 FJ1016  ______________________________________________________________________
 FJ1016  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 FJ1016  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 FJ1016  HORZ ORDER      -  THIRD
 FJ1016
 FJ1016.The horizontal coordinates were established by classical geodetic methods
 FJ1016.and adjusted by the National Geodetic Survey in November 1994.
 FJ1016
 FJ1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1016.GEOID18 height accuracy estimate available here.
 FJ1016
 FJ1016.Click photographs - Photos may exist for this station.
 FJ1016
 FJ1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1016
 FJ1016. The following values were computed from the NAD 83(1993) position.
 FJ1016
 FJ1016;                    North         East     Units Scale Factor Converg.
 FJ1016;SPC OK N     -    52,089.080   643,911.853   MT  1.00001927   +0 17 07.8
 FJ1016;SPC OK N     -   170,895.59  2,112,567.47   sFT  1.00001927   +0 17 07.8
 FJ1016;UTM  14      - 3,926,009.450   634,627.098   MT  0.99982335   +0 51 40.0
 FJ1016
 FJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3462726009(NAD 83)
 FJ1016
 FJ1016                          SUPERSEDED SURVEY CONTROL
 FJ1016
 FJ1016  NAD 83(1986)-  35 28 06.53623(N)    097 30 58.33661(W) AD(       ) 3
 FJ1016  NAD 27      -  35 28 06.32255(N)    097 30 57.19785(W) AD(       ) 3
 FJ1016
 FJ1016.Superseded values are not recommended for survey control.
 FJ1016
 FJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1016.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1016
 FJ1016_MARKER: 92 = ANTENNA ON ROOF
 FJ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1016+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1016
 FJ1016  HISTORY     - Date     Condition        Report By
 FJ1016  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1016  HISTORY     - 1957     GOOD             CGS
 FJ1016  HISTORY     - 1980     GOOD             NGS
 FJ1016  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1016
 FJ1016                          STATION DESCRIPTION
 FJ1016
 FJ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1016'THE STATION IS THE RADIO ANTENNA ATOP THE FIRST NATIONAL
 FJ1016'BUILDING, LOCATED AT 120 NORTH ROBBISON STREET IN OKLAHOMA
 FJ1016'CITY.  THE ANTENNA IS 53 FEET HIGH ATOP THE 448 FOOT BUILDING.
 FJ1016
 FJ1016                          STATION RECOVERY (1957)
 FJ1016
 FJ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 FJ1016'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FJ1016
 FJ1016                          STATION RECOVERY (1980)
 FJ1016
 FJ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1016'RECOVERED AS DESCRIBED.
 FJ1016'
 FJ1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OKLAHOMA CITY.
 FJ1016
 FJ1016                          STATION RECOVERY (2009)
 FJ1016
 FJ1016'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0862 ***********************************************************************
 FJ0862  DESIGNATION -  OKLA CITY TV STA KWTV MAST
 FJ0862  PID         -  FJ0862
 FJ0862  STATE/COUNTY-  OK/OKLAHOMA
 FJ0862  COUNTRY     -  US
 FJ0862  USGS QUAD   -  SPENCER (2018)
 FJ0862
 FJ0862                         *CURRENT SURVEY CONTROL
 FJ0862  ______________________________________________________________________
 FJ0862* NAD 83(1993) POSITION- 35 32 58.56964(N) 097 29 50.27119(W)   ADJUSTED
 FJ0862  ______________________________________________________________________
 FJ0862  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 FJ0862  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 FJ0862  HORZ ORDER      -  THIRD
 FJ0862
 FJ0862.The horizontal coordinates were established by classical geodetic methods
 FJ0862.and adjusted by the National Geodetic Survey in November 1994.
 FJ0862
 FJ0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0862.GEOID18 height accuracy estimate available here.
 FJ0862
 FJ0862.Click photographs - Photos may exist for this station.
 FJ0862
 FJ0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0862
 FJ0862. The following values were computed from the NAD 83(1993) position.
 FJ0862
 FJ0862;                    North         East     Units Scale Factor Converg.
 FJ0862;SPC OK N     -    61,098.258   645,581.770   MT  1.00000314   +0 17 48.0
 FJ0862;SPC OK N     -   200,453.20  2,118,046.19   sFT  1.00000314   +0 17 48.0
 FJ0862;UTM  14      - 3,935,033.301   636,206.011   MT  0.99982862   +0 52 25.7
 FJ0862
 FJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3620635033(NAD 83)
 FJ0862
 FJ0862                          SUPERSEDED SURVEY CONTROL
 FJ0862
 FJ0862  NAD 83(1986)-  35 32 58.57515(N)    097 29 50.25445(W) AD(       ) 3
 FJ0862  NAD 27      -  35 32 58.37261(N)    097 29 49.11388(W) AD(       ) 3
 FJ0862
 FJ0862.Superseded values are not recommended for survey control.
 FJ0862
 FJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0862.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0862
 FJ0862_MARKER: 42 = RADIO/TV MAST
 FJ0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0862+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ0862
 FJ0862  HISTORY     - Date     Condition        Report By
 FJ0862  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0862  HISTORY     - 20011003 GOOD             INDIV
 FJ0862  HISTORY     - 20050528 GOOD             USPSQD
 FJ0862  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0862
 FJ0862                          STATION DESCRIPTION
 FJ0862
 FJ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0862'THE STATION IS THE ANTENNA ATOP A THREE SIDED STEEL MAST,
 FJ0862'ABOUT 1 MILE NORTH OF THE OKLAHOMA CITY LIMITS, AT 7301 NORTH
 FJ0862'LINCOLN BLVD.  THE MAST IS A SKELETON FRAMEWORK 1572 FEET HIGH,
 FJ0862'PAINTED RED AND WHITE, AND IS OWNED BY THE OKLAHOMA TELEVISION
 FJ0862'CORPORATION.
 FJ0862
 FJ0862                          STATION RECOVERY (2001)
 FJ0862
 FJ0862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0862'RECOVERED INTACT.  FCC DATABASE LISTS TOWER HEIGHT AS 481 METERS
 FJ0862'(1578.08 FEET) AS OPPOSED TO 1572 FEET LISTED IN DATA SHEET.
 FJ0862
 FJ0862                          STATION RECOVERY (2005)
 FJ0862
 FJ0862'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0862'RECOVERED AS DESCRIBED.
 FJ0862
 FJ0862                          STATION RECOVERY (2009)
 FJ0862
 FJ0862'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1099 ***********************************************************************
 FJ1099  DESIGNATION -  OKLA CITY TV STA KWY MAST
 FJ1099  PID         -  FJ1099
 FJ1099  STATE/COUNTY-  OK/OKLAHOMA
 FJ1099  COUNTRY     -  US
 FJ1099  USGS QUAD   -  BRITTON (2018)
 FJ1099
 FJ1099                         *CURRENT SURVEY CONTROL
 FJ1099  ______________________________________________________________________
 FJ1099* NAD 83(1993) POSITION- 35 33 43.38982(N) 097 30 24.93238(W)   ADJUSTED
 FJ1099  ______________________________________________________________________
 FJ1099  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 FJ1099  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 FJ1099  HORZ ORDER      -  THIRD
 FJ1099
 FJ1099.The horizontal coordinates were established by classical geodetic methods
 FJ1099.and adjusted by the National Geodetic Survey in November 1994.
 FJ1099
 FJ1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1099.GEOID18 height accuracy estimate available here.
 FJ1099
 FJ1099.Click photographs - Photos may exist for this station.
 FJ1099
 FJ1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1099
 FJ1099. The following values were computed from the NAD 83(1993) position.
 FJ1099
 FJ1099;                    North         East     Units Scale Factor Converg.
 FJ1099;SPC OK N     -    62,475.109   644,701.748   MT  1.00000084   +0 17 27.6
 FJ1099;SPC OK N     -   204,970.42  2,115,158.98   sFT  1.00000084   +0 17 27.6
 FJ1099;UTM  14      - 3,936,400.975   635,312.317   MT  0.99982563   +0 52 06.5
 FJ1099
 FJ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3531236400(NAD 83)
 FJ1099
 FJ1099                          SUPERSEDED SURVEY CONTROL
 FJ1099
 FJ1099  NAD 83(1986)-  35 33 43.39621(N)    097 30 24.91532(W) AD(       ) 3
 FJ1099  NAD 27      -  35 33 43.19794(N)    097 30 23.77564(W) AD(       ) 3
 FJ1099
 FJ1099.Superseded values are not recommended for survey control.
 FJ1099
 FJ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1099.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1099
 FJ1099_MARKER: 42 = RADIO/TV MAST
 FJ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1099+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2014
 FJ1099
 FJ1099  HISTORY     - Date     Condition        Report By
 FJ1099  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1099  HISTORY     - 1986     GOOD             USPSQD
 FJ1099  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1099  HISTORY     - 20141025 GOOD             GEOCAC
 FJ1099
 FJ1099                          STATION DESCRIPTION
 FJ1099
 FJ1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1099'THE STATION IS THE TOP OF THE THREE SIDED STEEL MAST, ABOUT
 FJ1099'2 MILES NORTH OF THE OKLAHOMA CITY LIMITS, AT 500 EAST BRITTON.
 FJ1099'THE MAST IS A SKELETON FRAMEWORK 971 FEET HIGH, PAINTED RED
 FJ1099'AND WHITE, AND OWNED BY THE OKLAHOMA PUBLISHING CO.
 FJ1099
 FJ1099                          STATION RECOVERY (1986)
 FJ1099
 FJ1099'RECOVERY NOTE BY US POWER SQUADRON 1986 (HPR)
 FJ1099'RECOVERED IN GOOD CONDITION.
 FJ1099
 FJ1099                          STATION RECOVERY (2009)
 FJ1099
 FJ1099'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1099'RECOVERED IN GOOD CONDITION.
 FJ1099
 FJ1099                          STATION RECOVERY (2014)
 FJ1099
 FJ1099'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 FJ1099'MAST IS IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1014 ***********************************************************************
 FJ1014  DESIGNATION -  OKLA CITY UNIVERSITY TOWER
 FJ1014  PID         -  FJ1014
 FJ1014  STATE/COUNTY-  OK/OKLAHOMA
 FJ1014  COUNTRY     -  US
 FJ1014  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1014
 FJ1014                         *CURRENT SURVEY CONTROL
 FJ1014  ______________________________________________________________________
 FJ1014* NAD 83(1993) POSITION- 35 29 39.34186(N) 097 32 31.12638(W)   ADJUSTED
 FJ1014  ______________________________________________________________________
 FJ1014  GEOID HEIGHT    -        -26.990 (meters)                     GEOID18
 FJ1014  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FJ1014  HORZ ORDER      -  THIRD
 FJ1014
 FJ1014.The horizontal coordinates were established by classical geodetic methods
 FJ1014.and adjusted by the National Geodetic Survey in November 1994.
 FJ1014
 FJ1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1014.GEOID18 height accuracy estimate available here.
 FJ1014
 FJ1014.Click photographs - Photos may exist for this station.
 FJ1014
 FJ1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1014
 FJ1014. The following values were computed from the NAD 83(1993) position.
 FJ1014
 FJ1014;                    North         East     Units Scale Factor Converg.
 FJ1014;SPC OK N     -    54,938.130   641,559.297   MT  1.00001393   +0 16 13.1
 FJ1014;SPC OK N     -   180,242.85  2,104,849.13   sFT  1.00001393   +0 16 13.1
 FJ1014;UTM  14      - 3,928,834.150   632,246.489   MT  0.99981552   +0 50 48.1
 FJ1014
 FJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3224628834(NAD 83)
 FJ1014
 FJ1014                          SUPERSEDED SURVEY CONTROL
 FJ1014
 FJ1014  NAD 83(1986)-  35 29 39.34868(N)    097 32 31.11052(W) AD(       ) 3
 FJ1014  NAD 27      -  35 29 39.13702(N)    097 32 29.96132(W) AD(       ) 3
 FJ1014
 FJ1014.Superseded values are not recommended for survey control.
 FJ1014
 FJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1014.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1014
 FJ1014_MARKER: 55 = TOWER
 FJ1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1014+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1014
 FJ1014  HISTORY     - Date     Condition        Report By
 FJ1014  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1014  HISTORY     - 1957     GOOD             CGS
 FJ1014  HISTORY     - 1980     GOOD             NGS
 FJ1014  HISTORY     - 20050528 GOOD             USPSQD
 FJ1014  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1014
 FJ1014                          STATION DESCRIPTION
 FJ1014
 FJ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1014'THE STATION IS THE STAR ATOP THE GOLD STAR MEMORIAL BUILDING
 FJ1014'AT THE OKLAHOMA CITY UNIVERSITY, LOCATED AT 23RD STREET
 FJ1014'AND BLOCKWELL.  THE RED BRICK TOWER IS 286 FEET HIGH.
 FJ1014
 FJ1014                          STATION RECOVERY (1957)
 FJ1014
 FJ1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 FJ1014'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FJ1014
 FJ1014                          STATION RECOVERY (1980)
 FJ1014
 FJ1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1014'RECOVERED AS DESCRIBED.
 FJ1014'
 FJ1014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OKLAHOMA CITY.
 FJ1014
 FJ1014                          STATION RECOVERY (2005)
 FJ1014
 FJ1014'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1014'RECOVERED AS DESCRIBED.
 FJ1014
 FJ1014                          STATION RECOVERY (2009)
 FJ1014
 FJ1014'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0984 ***********************************************************************
 FJ0984  DESIGNATION -  OKLA CITY VALLEY BROOK TANK
 FJ0984  PID         -  FJ0984
 FJ0984  STATE/COUNTY-  OK/OKLAHOMA
 FJ0984  COUNTRY     -  US
 FJ0984  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0984
 FJ0984                         *CURRENT SURVEY CONTROL
 FJ0984  ______________________________________________________________________
 FJ0984* NAD 83(1993) POSITION- 35 24 10.17928(N) 097 29 02.43961(W)   ADJUSTED
 FJ0984  ______________________________________________________________________
 FJ0984  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 FJ0984  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 FJ0984  HORZ ORDER      -  THIRD
 FJ0984
 FJ0984.The horizontal coordinates were established by classical geodetic methods
 FJ0984.and adjusted by the National Geodetic Survey in November 1994.
 FJ0984
 FJ0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0984.GEOID18 height accuracy estimate available here.
 FJ0984
 FJ0984.Click photographs - Photos may exist for this station.
 FJ0984
 FJ0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0984
 FJ0984. The following values were computed from the NAD 83(1993) position.
 FJ0984
 FJ0984;                    North         East     Units Scale Factor Converg.
 FJ0984;SPC OK N     -    44,819.919   646,873.045   MT  1.00003378   +0 18 16.2
 FJ0984;SPC OK N     -   147,046.68  2,122,282.65   sFT  1.00003378   +0 18 16.2
 FJ0984;SPC OK S     -   229,686.239   646,873.254   MT  1.00003789   +0 17 34.4
 FJ0984;SPC OK S     -   753,562.27  2,122,283.33   sFT  1.00003789   +0 17 34.4
 FJ0984;UTM  14      - 3,918,771.792   637,660.456   MT  0.99983354   +0 52 42.2
 FJ0984
 FJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3766018771(NAD 83)
 FJ0984
 FJ0984                          SUPERSEDED SURVEY CONTROL
 FJ0984
 FJ0984  NAD 83(1986)-  35 24 10.18573(N)    097 29 02.42219(W) AD(       ) 3
 FJ0984  NAD 27      -  35 24 09.95626(N)    097 29 01.29166(W) AD(       ) 3
 FJ0984
 FJ0984.Superseded values are not recommended for survey control.
 FJ0984
 FJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0984.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0984
 FJ0984_MARKER: 53 = ELEVATED TANK
 FJ0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0984+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ0984
 FJ0984  HISTORY     - Date     Condition        Report By
 FJ0984  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0984  HISTORY     - 20050528 GOOD             USPSQD
 FJ0984  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0984
 FJ0984                          STATION DESCRIPTION
 FJ0984
 FJ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0984'THE STATION IS LOCATED AT THE VALLEY BROOK SCHOOL IN THE
 FJ0984'SOUTH EDGE OF OKLAHOMA CITY, SECTION 14, T 11 N, R 3 W.
 FJ0984'
 FJ0984'IT IS AN ELEVATED TANK, SILVER IN COLOR, FOUR-LEGGED AND
 FJ0984'65 FEET IN HEIGHT.  THE POINT INTERSECTED WITH THE APEX OF
 FJ0984'THE TANK.
 FJ0984
 FJ0984                          STATION RECOVERY (2005)
 FJ0984
 FJ0984'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0984'RECOVERED AS DESCRIBED.   TANK IS NOW PAINTED WHITE.
 FJ0984
 FJ0984                          STATION RECOVERY (2009)
 FJ0984
 FJ0984'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1024 ***********************************************************************
 FJ1024  DESIGNATION -  OKLA G AND E MUSTANG STA E STK
 FJ1024  PID         -  FJ1024
 FJ1024  STATE/COUNTY-  OK/CANADIAN
 FJ1024  COUNTRY     -  US
 FJ1024  USGS QUAD   -  MUSTANG (2018)
 FJ1024
 FJ1024                         *CURRENT SURVEY CONTROL
 FJ1024  ______________________________________________________________________
 FJ1024* NAD 83(1993) POSITION- 35 28 13.30540(N) 097 40 28.36878(W)   ADJUSTED
 FJ1024  ______________________________________________________________________
 FJ1024  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 FJ1024  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 FJ1024  HORZ ORDER      -  THIRD
 FJ1024
 FJ1024.The horizontal coordinates were established by classical geodetic methods
 FJ1024.and adjusted by the National Geodetic Survey in November 1994.
 FJ1024
 FJ1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1024.GEOID18 height accuracy estimate available here.
 FJ1024
 FJ1024.Click photographs - Photos may exist for this station.
 FJ1024
 FJ1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1024
 FJ1024. The following values were computed from the NAD 83(1993) position.
 FJ1024
 FJ1024;                    North         East     Units Scale Factor Converg.
 FJ1024;SPC OK N     -    52,237.985   629,539.508   MT  1.00001888   +0 11 31.4
 FJ1024;SPC OK N     -   171,384.12  2,065,414.20   sFT  1.00001888   +0 11 31.4
 FJ1024;UTM  14      - 3,926,013.767   620,257.125   MT  0.99977822   +0 46 09.2
 FJ1024
 FJ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2025726013(NAD 83)
 FJ1024
 FJ1024                          SUPERSEDED SURVEY CONTROL
 FJ1024
 FJ1024  NAD 83(1986)-  35 28 13.31111(N)    097 40 28.35234(W) AD(       ) 3
 FJ1024  NAD 27      -  35 28 13.11050(N)    097 40 27.19350(W) AD(       ) 3
 FJ1024
 FJ1024.Superseded values are not recommended for survey control.
 FJ1024
 FJ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1024.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1024
 FJ1024_MARKER: 63 = STACK
 FJ1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1024+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 FJ1024
 FJ1024  HISTORY     - Date     Condition        Report By
 FJ1024  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1024  HISTORY     - 1975     GOOD             NGS
 FJ1024  HISTORY     - 20050528 GOOD             USPSQD
 FJ1024  HISTORY     - 20090418 GOOD             GEOCAC
 FJ1024
 FJ1024                          STATION DESCRIPTION
 FJ1024
 FJ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1024'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF TWO
 FJ1024'CONCRETE STACKS AT THE NORTH SIDE OF THE OKLAHOMA GAS AND
 FJ1024'ELECTRIC COMPANY POWER PLANT.  THE STATION IS LOCATED ABOUT
 FJ1024'8 MILES WEST OF OKLAHOMA CITY AND 0.5 MILES SOUTH OF STATE
 FJ1024'HIGHWAY 4.
 FJ1024
 FJ1024                          STATION RECOVERY (1975)
 FJ1024
 FJ1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 FJ1024'THE STATION WAS RECOVERED AS DESCRIBED.
 FJ1024'
 FJ1024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILE WEST OF
 FJ1024'OKLAHOMA CITY.
 FJ1024
 FJ1024                          STATION RECOVERY (2005)
 FJ1024
 FJ1024'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1024'RECOVERED AS DESCRIBED.
 FJ1024
 FJ1024                          STATION RECOVERY (2009)
 FJ1024
 FJ1024'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1025 ***********************************************************************
 FJ1025  DESIGNATION -  OKLA G AND E MUSTANG STA W STK
 FJ1025  PID         -  FJ1025
 FJ1025  STATE/COUNTY-  OK/CANADIAN
 FJ1025  COUNTRY     -  US
 FJ1025  USGS QUAD   -  MUSTANG (2018)
 FJ1025
 FJ1025                         *CURRENT SURVEY CONTROL
 FJ1025  ______________________________________________________________________
 FJ1025* NAD 83(1993) POSITION- 35 28 13.49142(N) 097 40 29.39124(W)   ADJUSTED
 FJ1025  ______________________________________________________________________
 FJ1025  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 FJ1025  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 FJ1025  HORZ ORDER      -  THIRD
 FJ1025
 FJ1025.The horizontal coordinates were established by classical geodetic methods
 FJ1025.and adjusted by the National Geodetic Survey in November 1994.
 FJ1025
 FJ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1025.GEOID18 height accuracy estimate available here.
 FJ1025
 FJ1025.Click photographs - Photos may exist for this station.
 FJ1025
 FJ1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1025
 FJ1025. The following values were computed from the NAD 83(1993) position.
 FJ1025
 FJ1025;                    North         East     Units Scale Factor Converg.
 FJ1025;SPC OK N     -    52,243.631   629,513.710   MT  1.00001886   +0 11 30.8
 FJ1025;SPC OK N     -   171,402.65  2,065,329.56   sFT  1.00001886   +0 11 30.8
 FJ1025;UTM  14      - 3,926,019.152   620,231.278   MT  0.99977814   +0 46 08.6
 FJ1025
 FJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2023126019(NAD 83)
 FJ1025
 FJ1025                          SUPERSEDED SURVEY CONTROL
 FJ1025
 FJ1025  NAD 83(1986)-  35 28 13.49703(N)    097 40 29.37480(W) AD(       ) 3
 FJ1025  NAD 27      -  35 28 13.29202(N)    097 40 28.21967(W) AD(       ) 3
 FJ1025
 FJ1025.Superseded values are not recommended for survey control.
 FJ1025
 FJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1025.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1025
 FJ1025_MARKER: 63 = STACK
 FJ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1025+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 FJ1025
 FJ1025  HISTORY     - Date     Condition        Report By
 FJ1025  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1025  HISTORY     - 1975     GOOD             NGS
 FJ1025  HISTORY     - 20050528 GOOD             USPSQD
 FJ1025  HISTORY     - 20090418 GOOD             GEOCAC
 FJ1025
 FJ1025                          STATION DESCRIPTION
 FJ1025
 FJ1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 FJ1025'THE STATION WAS RECOVERED AS DESCRIBED.
 FJ1025'
 FJ1025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILE WEST OF
 FJ1025'OKLAHOMA CITY.
 FJ1025
 FJ1025                          STATION RECOVERY (2005)
 FJ1025
 FJ1025'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ1025'RECOVERED AS DESCRIBED.
 FJ1025
 FJ1025                          STATION RECOVERY (2009)
 FJ1025
 FJ1025'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1040 ***********************************************************************
 FJ1040  DESIGNATION -  OKLA NATURAL GAS MICROWAVE
 FJ1040  PID         -  FJ1040
 FJ1040  STATE/COUNTY-  OK/GRADY
 FJ1040  COUNTRY     -  US
 FJ1040  USGS QUAD   -  CHICKASHA NE (2018)
 FJ1040
 FJ1040                         *CURRENT SURVEY CONTROL
 FJ1040  ______________________________________________________________________
 FJ1040* NAD 83(1993) POSITION- 35 13 55.17625(N) 097 46 33.43278(W)   ADJUSTED
 FJ1040  ______________________________________________________________________
 FJ1040  GEOID HEIGHT    -        -26.685 (meters)                     GEOID18
 FJ1040  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 FJ1040  HORZ ORDER      -  THIRD
 FJ1040
 FJ1040.The horizontal coordinates were established by classical geodetic methods
 FJ1040.and adjusted by the National Geodetic Survey in November 1994.
 FJ1040
 FJ1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1040.GEOID18 height accuracy estimate available here.
 FJ1040
 FJ1040.Click photographs - Photos may exist for this station.
 FJ1040
 FJ1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1040
 FJ1040. The following values were computed from the NAD 83(1993) position.
 FJ1040
 FJ1040;                    North         East     Units Scale Factor Converg.
 FJ1040;SPC OK S     -   210,635.290   620,394.874   MT  0.99999974   +0 07 37.8
 FJ1040;SPC OK S     -   691,059.28  2,035,412.18   sFT  0.99999974   +0 07 37.8
 FJ1040;UTM  14      - 3,899,457.172   611,382.952   MT  0.99975289   +0 42 22.4
 FJ1040
 FJ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1138299457(NAD 83)
 FJ1040
 FJ1040                          SUPERSEDED SURVEY CONTROL
 FJ1040
 FJ1040  NAD 83(1986)-  35 13 55.18191(N)    097 46 33.41825(W) AD(       ) 3
 FJ1040  NAD 27      -  35 13 54.93906(N)    097 46 32.24750(W) AD(       ) 3
 FJ1040
 FJ1040.Superseded values are not recommended for survey control.
 FJ1040
 FJ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1040.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1040
 FJ1040_MARKER: 44 = MICROWAVE MAST
 FJ1040
 FJ1040  HISTORY     - Date     Condition        Report By
 FJ1040  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1040
 FJ1040                          STATION DESCRIPTION
 FJ1040
 FJ1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1040'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF TUTTLE,
 FJ1040'ABOUT 10.0 MILES NORTHWEST OF BLANCHARD IN SECTION 19, T 9 N,
 FJ1040'R 5 W.
 FJ1040'
 FJ1040'IT IS A VERTICAL SKELETON STEEL STRUCTURE 200 FEET IN HEIGHT,
 FJ1040'PAINTED ALTERNATELY RED AND WHITE, AND HAS TWO BELL SHAPED
 FJ1040'DISKS AT ITS TOP.  THE POINT INTERSECTED WAS THE RED PULSATING
 FJ1040'LIGHT AT THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0746 ***********************************************************************
 EM0746  DESIGNATION -  OKLA TEX BDRY N R LINE 12 13
 EM0746  PID         -  EM0746
 EM0746  STATE/COUNTY-  OK/COTTON
 EM0746  COUNTRY     -  US
 EM0746  USGS QUAD   -  BURKBURNETT (2019)
 EM0746
 EM0746                         *CURRENT SURVEY CONTROL
 EM0746  ______________________________________________________________________
 EM0746* NAD 83(1993) POSITION- 34 05 58.00892(N) 098 30 19.62457(W)   ADJUSTED
 EM0746* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 EM0746  ______________________________________________________________________
 EM0746  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 EM0746  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 EM0746  HORZ ORDER      -  THIRD
 EM0746
 EM0746.The horizontal coordinates were established by classical geodetic methods
 EM0746.and adjusted by the National Geodetic Survey in November 1994.
 EM0746
 EM0746.The orthometric height was scaled from a topographic map.
 EM0746
 EM0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0746.GEOID18 height accuracy estimate available here.
 EM0746
 EM0746.Click photographs - Photos may exist for this station.
 EM0746
 EM0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0746
 EM0746. The following values were computed from the NAD 83(1993) position.
 EM0746
 EM0746;                    North         East     Units Scale Factor Converg.
 EM0746;SPC OK S     -    85,096.857   553,360.004   MT  0.99997150   -0 17 12.8
 EM0746;SPC OK S     -   279,188.61  1,815,481.95   sFT  0.99997150   -0 17 12.8
 EM0746;SPC TXNC     - 2,269,788.226   599,496.953   MT  1.00003974   -0 00 10.7
 EM0746;SPC TXNC     - 7,446,796.87  1,966,849.59   sFT  1.00003974   -0 00 10.7
 EM0746;UTM  14      - 3,773,292.919   545,617.425   MT  0.99962565   +0 16 38.2
 EM0746
 EM0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0746!SPC OK S     -   0.99995369  x   0.99997150  =   0.99992519
 EM0746!SPC TXNC     -   0.99995369  x   1.00003974  =   0.99999343
 EM0746!UTM  14      -   0.99995369  x   0.99962565  =   0.99957936
 EM0746
 EM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4561773292(NAD 83)
 EM0746
 EM0746                          SUPERSEDED SURVEY CONTROL
 EM0746
 EM0746  NAD 83(1986)-  34 05 58.01265(N)    098 30 19.61129(W) AD(       ) 3
 EM0746  NAD 27      -  34 05 57.67600(N)    098 30 18.41200(W) AD(       ) 3
 EM0746  USSD        -  34 05 57.63700(N)    098 30 18.83100(W) AD(       ) 3
 EM0746
 EM0746.Superseded values are not recommended for survey control.
 EM0746
 EM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0746.See file dsdata.pdf to determine how the superseded data were derived.
 EM0746
 EM0746_MARKER: DU = BOUNDARY MARKER
 EM0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0746_MARK LOGO: CGS
 EM0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0746+STABILITY: SURFACE MOTION
 EM0746
 EM0746  HISTORY     - Date     Condition        Report By
 EM0746  HISTORY     - 1923     MONUMENTED       CGS
 EM0746  HISTORY     - 1934     GOOD             CGS
 EM0746
 EM0746                          STATION DESCRIPTION
 EM0746
 EM0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0746'STATION IS A STANDARD DISK, SET IN AN 8-IN. ROUND CEMENT
 EM0746'POST.  IT IS LOCATED ABOUT 185 YD. S OF THE SECTION CORNER
 EM0746'COMMON TO SECTIONS 19, 24, 25, AND 30, T 5 S, RS. 12 AND 13 W.
 EM0746'STATION IS ABOUT 5 MI. S AND 2 MI. W OF RANDLETT, OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0782 ***********************************************************************
 EM0782  DESIGNATION -  OKLA TEX BDRY N R LINE 17 16
 EM0782  PID         -  EM0782
 EM0782  STATE/COUNTY-  OK/TILLMAN
 EM0782  COUNTRY     -  US
 EM0782  USGS QUAD   -  COWBOY SPRINGS (2018)
 EM0782
 EM0782                         *CURRENT SURVEY CONTROL
 EM0782  ______________________________________________________________________
 EM0782* NAD 83(1993) POSITION- 34 11 25.22367(N) 098 55 25.52947(W)   ADJUSTED
 EM0782* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 EM0782  ______________________________________________________________________
 EM0782  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 EM0782  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 EM0782  HORZ ORDER      -  THIRD
 EM0782
 EM0782.The horizontal coordinates were established by classical geodetic methods
 EM0782.and adjusted by the National Geodetic Survey in November 1994.
 EM0782
 EM0782.The orthometric height was scaled from a topographic map.
 EM0782
 EM0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0782.GEOID18 height accuracy estimate available here.
 EM0782
 EM0782.Click photographs - Photos may exist for this station.
 EM0782
 EM0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0782
 EM0782. The following values were computed from the NAD 83(1993) position.
 EM0782
 EM0782;                    North         East     Units Scale Factor Converg.
 EM0782;SPC OK S     -    95,451.646   514,854.260   MT  0.99995942   -0 31 27.6
 EM0782;SPC OK S     -   313,160.94  1,689,151.02   sFT  0.99995942   -0 31 27.6
 EM0782;SPC TXNC     - 2,279,949.856   560,936.094   MT  1.00007007   -0 13 52.0
 EM0782;SPC TXNC     - 7,480,135.49  1,840,337.84   sFT  1.00007007   -0 13 52.0
 EM0782;UTM  14      - 3,783,263.443   507,025.024   MT  0.99960061   +0 02 34.2
 EM0782
 EM0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0782!SPC OK S     -   0.99994879  x   0.99995942  =   0.99990821
 EM0782!SPC TXNC     -   0.99994879  x   1.00007007  =   1.00001885
 EM0782!UTM  14      -   0.99994879  x   0.99960061  =   0.99954942
 EM0782
 EM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0702583263(NAD 83)
 EM0782
 EM0782                          SUPERSEDED SURVEY CONTROL
 EM0782
 EM0782  NAD 83(1986)-  34 11 25.22936(N)    098 55 25.51705(W) AD(       ) 3
 EM0782  NAD 27      -  34 11 24.90700(N)    098 55 24.25500(W) AD(       ) 3
 EM0782  USSD        -  34 11 24.87700(N)    098 55 24.66500(W) AD(       ) 3
 EM0782
 EM0782.Superseded values are not recommended for survey control.
 EM0782
 EM0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0782.See file dsdata.pdf to determine how the superseded data were derived.
 EM0782
 EM0782_MARKER: DU = BOUNDARY MARKER
 EM0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0782_MARK LOGO: USGLO
 EM0782_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0782
 EM0782  HISTORY     - Date     Condition        Report By
 EM0782  HISTORY     - 1923     MONUMENTED       USGLO
 EM0782  HISTORY     - 1934     GOOD             CGS
 EM0782
 EM0782                          STATION DESCRIPTION
 EM0782
 EM0782'DESCRIBED BY US GENERAL LAND OFFICE 1923 (EOH)
 EM0782'STATION IS 13 MI. W AND 3 MI. S OF GRANDFIELD, ON A HIGH
 EM0782'SANDHILL ON THE N BLUFF OF RED RIVER, ON LINE BETWEEN RS.
 EM0782'16 AND 17 W, ABOUT 400 FT. IN A NW DIRECTION FROM THE N END OF THE
 EM0782'ELECTRA TOLL BRIDGE OVER RED RIVER.  THE 1/4 SECTION CORNER
 EM0782'BETWEEN SECTIONS 19 AND 24, T 4 S, RS. 16 AND 17 W, BEARS N 0 DEG
 EM0782'08 MIN 40 SEC E, DISTANT 2185.9 FT.
 EM0782'
 EM0782'MARKED WITH A MONUMENT CONSTRUCTED OF IRON POSTS, 36 IN. LONG
 EM0782'AND 2 IN. DIAMETER, WITH A BRONZE CAP ON TOP, PLACED FULL
 EM0782'LENGTH IN CONCRETE IN A GALVANIZED-IRON FORM 36 IN. LONG,
 EM0782'8 IN. UPPER DIAMETER, AND 14 IN. DIAMETER AT BASE, SET 30 IN.
 EM0782'IN THE GROUND.  MONUMENT IS APPROPRIATELY MARKED ACCORDING
 EM0782'TO THE STANDARD SPECIFICATIONS OF THE UNITED STATES GENERAL
 EM0782'LAND OFFICE.
 EM0782'
 EM0782'ELEVATION OF STATION IS 354 M. (1161 FT.).
 EM0782
 EM0782                          STATION RECOVERY (1934)
 EM0782
 EM0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0782'RECOVERED IN GOOD CONDITION.  STATION MARK IS SET IN AN
 EM0782'8-IN. ROUND CEMENT POST ABOUT 12 IN. MORE OF THE POST PROJECTING
 EM0782'THAN WHEN SET.  IT IS ABOUT 14 YD. E OF A N-S FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0767 ***********************************************************************
 EM0767  DESIGNATION -  OKLA TEX BDRY WIT COR SEC 10
 EM0767  PID         -  EM0767
 EM0767  STATE/COUNTY-  OK/TILLMAN
 EM0767  COUNTRY     -  US
 EM0767  USGS QUAD   -  AUGAR CREEK (2018)
 EM0767
 EM0767                         *CURRENT SURVEY CONTROL
 EM0767  ______________________________________________________________________
 EM0767* NAD 83(1993) POSITION- 34 08 34.07596(N) 098 45 54.36512(W)   ADJUSTED
 EM0767* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 EM0767  ______________________________________________________________________
 EM0767  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 EM0767  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC18
 EM0767  HORZ ORDER      -  THIRD
 EM0767
 EM0767.The horizontal coordinates were established by classical geodetic methods
 EM0767.and adjusted by the National Geodetic Survey in November 1994.
 EM0767
 EM0767.The orthometric height was scaled from a topographic map.
 EM0767
 EM0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0767.GEOID18 height accuracy estimate available here.
 EM0767
 EM0767.Click photographs - Photos may exist for this station.
 EM0767
 EM0767.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0767
 EM0767. The following values were computed from the NAD 83(1993) position.
 EM0767
 EM0767;                    North         East     Units Scale Factor Converg.
 EM0767;SPC OK S     -    90,056.151   529,437.881   MT  0.99996543   -0 26 03.4
 EM0767;SPC OK S     -   295,459.22  1,736,997.45   sFT  0.99996543   -0 26 03.4
 EM0767;SPC TXNC     - 2,274,628.087   575,548.429   MT  1.00005389   -0 08 40.5
 EM0767;SPC TXNC     - 7,462,675.65  1,888,278.47   sFT  1.00005389   -0 08 40.5
 EM0767;UTM  14      - 3,778,014.334   521,656.031   MT  0.99960578   +0 07 54.6
 EM0767
 EM0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0767!SPC OK S     -   0.99994952  x   0.99996543  =   0.99991495
 EM0767!SPC TXNC     -   0.99994952  x   1.00005389  =   1.00000341
 EM0767!UTM  14      -   0.99994952  x   0.99960578  =   0.99955532
 EM0767
 EM0767:                Primary Azimuth Mark                     Grid Az
 EM0767:SPC OK S     -  OKLAHOMA TEX BDRY REF MON 15             134 40 08.2
 EM0767:SPC TXNC     -  OKLAHOMA TEX BDRY REF MON 15             134 22 45.3
 EM0767:UTM  14      -  OKLAHOMA TEX BDRY REF MON 15             134 06 10.2
 EM0767
 EM0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2165678014(NAD 83)
 EM0767
 EM0767|---------------------------------------------------------------------|
 EM0767| PID    Reference Object                     Distance      Geod. Az  |
 EM0767|                                                           dddmmss.s |
 EM0767| EM0755 OKLAHOMA TEX BDRY REF MON 15        APPROX. 4.7 KM 1341404.8 |
 EM0767|---------------------------------------------------------------------|
 EM0767
 EM0767                          SUPERSEDED SURVEY CONTROL
 EM0767
 EM0767  NAD 83(1986)-  34 08 34.08085(N)    098 45 54.35228(W) AD(       ) 3
 EM0767  NAD 27      -  34 08 33.75600(N)    098 45 53.11700(W) AD(       ) 3
 EM0767  USSD        -  34 08 33.72900(N)    098 45 53.53000(W) AD(       ) 3
 EM0767
 EM0767.Superseded values are not recommended for survey control.
 EM0767
 EM0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0767.See file dsdata.pdf to determine how the superseded data were derived.
 EM0767
 EM0767_MARKER: DU = BOUNDARY MARKER
 EM0767_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0767_MARK LOGO: USGLO
 EM0767_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0767
 EM0767  HISTORY     - Date     Condition        Report By
 EM0767  HISTORY     - 1923     MONUMENTED       USGLO
 EM0767  HISTORY     - 1934     GOOD             CGS
 EM0767
 EM0767                          STATION DESCRIPTION
 EM0767
 EM0767'DESCRIBED BY US GENERAL LAND OFFICE 1923 (EOH)
 EM0767'STATION IS IN THE NW 1/4 OF NW 1/4 OF SECTION 10, T 5 S, R 15 W,
 EM0767'ON A HIGH SANDHILL OVERLOOKING THE RED RIVER VALLEY.  THE
 EM0767'CORNER OF SECTIONS 3, 4, 9 AND 10 BEARS N 29 DEG 20 MIN W,
 EM0767'DISTANT 965.9 FT.  THIS SECTION CORNER IS 4 MI. W AND 6 MI. S OF
 EM0767'GRANDFIELD.
 EM0767'
 EM0767'STATION IS MARKED BY AN IRON POST 36 IN. LONG AND 2 IN. IN
 EM0767'DIAMETER, WITH A BRONZE CAP ON TOP, PLACED FULL LENGTH IN
 EM0767'CONCRETE IN A GALVANIZED-IRON FORM 36 IN. LONG, 8 IN. UPPER
 EM0767'DIAMETER, AND 14 IN. DIAMETER AT THE BASE, SET 30 IN. IN THE
 EM0767'GROUND.  MONUMENT IS APPROPRIATELY MARKED ACCORDING TO THE
 EM0767'STANDARD SPECIFICATIONS OF THE UNITED STATES GENERAL LAND
 EM0767'OFFICE.
 EM0767'
 EM0767'ELEVATION OF STATION IS 349 M. (1145 FT.).
 EM0767
 EM0767                          STATION RECOVERY (1934)
 EM0767
 EM0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0767'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EM0767'
 EM0767'STATION IS A STANDARD DISK, SET IN AN 8-IN. CONCRETE POST,
 EM0767'ABOUT 16 IN, PROJECTING ABOVE THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0735 ***********************************************************************
 EM0735  DESIGNATION -  OKLA TEX BDRY WIT PT SEC 14
 EM0735  PID         -  EM0735
 EM0735  STATE/COUNTY-  OK/COTTON
 EM0735  COUNTRY     -  US
 EM0735  USGS QUAD   -  DEVOL (2018)
 EM0735
 EM0735                         *CURRENT SURVEY CONTROL
 EM0735  ______________________________________________________________________
 EM0735* NAD 83(1993) POSITION- 34 07 36.96132(N) 098 31 53.67106(W)   ADJUSTED
 EM0735* NAVD 88 ORTHO HEIGHT -   327.    (meters)     1073.    (feet) SCALED
 EM0735  ______________________________________________________________________
 EM0735  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 EM0735  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 EM0735  HORZ ORDER      -  THIRD
 EM0735
 EM0735.The horizontal coordinates were established by classical geodetic methods
 EM0735.and adjusted by the National Geodetic Survey in November 1994.
 EM0735
 EM0735.The orthometric height was scaled from a topographic map.
 EM0735
 EM0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0735.GEOID18 height accuracy estimate available here.
 EM0735
 EM0735.Click photographs - Photos may exist for this station.
 EM0735
 EM0735.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0735
 EM0735. The following values were computed from the NAD 83(1993) position.
 EM0735
 EM0735;                    North         East     Units Scale Factor Converg.
 EM0735;SPC OK S     -    88,158.060   550,965.514   MT  0.99996758   -0 18 06.2
 EM0735;SPC OK S     -   289,231.90  1,807,626.02   sFT  0.99996758   -0 18 06.2
 EM0735;SPC TXNC     - 2,272,837.741   597,087.128   MT  1.00004864   -0 01 02.0
 EM0735;SPC TXNC     - 7,456,801.82  1,958,943.35   sFT  1.00004864   -0 01 02.0
 EM0735;UTM  14      - 3,776,329.340   543,193.737   MT  0.99962300   +0 15 46.1
 EM0735
 EM0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0735!SPC OK S     -   0.99995290  x   0.99996758  =   0.99992048
 EM0735!SPC TXNC     -   0.99995290  x   1.00004864  =   1.00000154
 EM0735!UTM  14      -   0.99995290  x   0.99962300  =   0.99957592
 EM0735
 EM0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4319376329(NAD 83)
 EM0735
 EM0735                          SUPERSEDED SURVEY CONTROL
 EM0735
 EM0735  NAD 83(1986)-  34 07 36.96532(N)    098 31 53.65779(W) AD(       ) 3
 EM0735  NAD 27      -  34 07 36.63100(N)    098 31 52.45300(W) AD(       ) 3
 EM0735  USSD        -  34 07 36.59200(N)    098 31 52.87000(W) AD(       ) 3
 EM0735
 EM0735.Superseded values are not recommended for survey control.
 EM0735
 EM0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0735.See file dsdata.pdf to determine how the superseded data were derived.
 EM0735
 EM0735_MARKER: P = PIPE CAP
 EM0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0735_STAMPING: WP S14 1923
 EM0735_MARK LOGO: USGLO
 EM0735_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0735
 EM0735  HISTORY     - Date     Condition        Report By
 EM0735  HISTORY     - 1923     MONUMENTED       USGLO
 EM0735  HISTORY     - 1934     GOOD             CGS
 EM0735  HISTORY     - 1960     GOOD             CGS
 EM0735
 EM0735                          STATION DESCRIPTION
 EM0735
 EM0735'DESCRIBED BY US GENERAL LAND OFFICE 1923 (EOH)
 EM0735'STATION IS 3-1/2 MI. E AND 4 MI. S OF THE TOWN OF DEVOL,
 EM0735'A SHORT DISTANCE W OF THE MAIN ROAD LEADING TO THE BURKBURNETT
 EM0735'WAGON BRIDGE, ON THE OKLAHOMA BLUFF, ON THE N-S CENTERLINE
 EM0735'OF SECTION 14, T 5 S, R 13 W.
 EM0735'
 EM0735'STATION IS MARKED BY AN IRON POST WITH A BRONZE CAP.
 EM0735'
 EM0735'ELEVATION OF STATION IS 327 M. (1073 FT.).
 EM0735
 EM0735                          STATION RECOVERY (1934)
 EM0735
 EM0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0735'STATION MARK IS A STANDARD DISK, SET IN AN 8-IN. ROUND POST,
 EM0735'ON LAND OWNED BY SEDDEMAN THRASHER, ABOUT 175 YD. SW OF
 EM0735'JACKSONS RESIDENCE, ABOUT 3 FT. W OF 1/4 SECTION-LINE FENCE
 EM0735'RUNNING N FROM THE N END OF BURKBURNETT BRIDGE THROUGH SECTION
 EM0735'14.
 EM0735'
 EM0735'HIGHWAY IS NOW ALONG THE E SIDE OF SECTION 14.  WITNESS POINT IS
 EM0735'GOOD.
 EM0735
 EM0735                          STATION RECOVERY (1960)
 EM0735
 EM0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 EM0735'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 EM0735'NEW DESCRIPTION FOLLOWS--
 EM0735'
 EM0735'STATION IS 3 MILES NORTHEAST OF BURKBURNETT, TEXAS.  ABOUT
 EM0735'1 MILE NORTHEAST OF THE RED RIVER.  1/2 MILE WEST OF U.S.
 EM0735'HIGHWAYS 277 AND 281.  ON THE N-S CENTERLINE OF SECTION 14,
 EM0735'T 5 S, R 13 W.  ON A KNOLL OVERLOOKING THE RED RIVER.
 EM0735'
 EM0735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 EM0735'AND STATE HIGHWAY 240 IN BURKBURNETT, TEXAS, GO NORTHEAST
 EM0735'ALONG HIGHWAY 281 FOR 3.2 MILES TO THE JUNCTION OF HIGHWAY
 EM0735'281 AND OKLAHOMA STATE HIGHWAY 36.  PROCEED NORTH ON STATE
 EM0735'HIGHWAY 36 FOR 0.15 MILE TO A ROAD LEFT.  TURN LEFT, WEST,
 EM0735'AND GO 0.5 MILE TO A GATE.  PASS THROUGH GATE AND ENTER
 EM0735'A FARMYARD ON THE LEFT, AND THE END OF TRUCK TRAVEL.  PROCEED
 EM0735'SOUTH-SOUTHEAST ABOUT 800 FEET TO THE STATION SITE.
 EM0735'
 EM0735'THE STATION IS ABOUT 850 FEET SOUTH-SOUTHEAST OF A CONCRETE BLOCK
 EM0735'BARN, ABOUT 800 FEET SOUTHWEST OF AN ABANDONED FARMHOUSE,
 EM0735'ON A N-S QUARTER-SECTION-LINE FENCE WHICH RUNS NORTH FROM
 EM0735'THE NORTHEAST END OF THE HIGHWAY 281 BRIDGE OVER THE RED RIVER,
 EM0735'206 FEET SOUTH OF THE INTERSECTION OF THE N-S FENCE WITH
 EM0735'A FENCE LEADING EAST, AND 1/2 FT. EAST OF THE N-S FENCE.
 EM0735'A U.S. GENERAL LAND OFFICE SURVEY DISK, STAMPED WP S 14 1923,
 EM0735'SET IN THE TOP OF AN 8-INCH DIAMETER POST WHICH PROJECTS
 EM0735'2 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0764 ***********************************************************************
 EM0764  DESIGNATION -  OKLA TEXAS BDRY WIT PT SEC 35
 EM0764  PID         -  EM0764
 EM0764  STATE/COUNTY-  OK/TILLMAN
 EM0764  COUNTRY     -  US
 EM0764  USGS QUAD   -  AUGAR CREEK (2018)
 EM0764
 EM0764                         *CURRENT SURVEY CONTROL
 EM0764  ______________________________________________________________________
 EM0764* NAD 83(1993) POSITION- 34 10 00.22730(N) 098 50 31.64351(W)   ADJUSTED
 EM0764* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 EM0764  ______________________________________________________________________
 EM0764  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 EM0764  LAPLACE CORR    -          3.77  (seconds)                    DEFLEC18
 EM0764  HORZ ORDER      -  THIRD
 EM0764
 EM0764.The horizontal coordinates were established by classical geodetic methods
 EM0764.and adjusted by the National Geodetic Survey in November 1994.
 EM0764
 EM0764.The orthometric height was scaled from a topographic map.
 EM0764
 EM0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0764.GEOID18 height accuracy estimate available here.
 EM0764
 EM0764.Click photographs - Photos may exist for this station.
 EM0764
 EM0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0764
 EM0764. The following values were computed from the NAD 83(1993) position.
 EM0764
 EM0764;                    North         East     Units Scale Factor Converg.
 EM0764;SPC OK S     -    92,767.057   522,356.786   MT  0.99996232   -0 28 40.8
 EM0764;SPC OK S     -   304,353.25  1,713,765.56   sFT  0.99996232   -0 28 40.8
 EM0764;SPC TXNC     - 2,277,303.301   568,453.010   MT  1.00006195   -0 11 11.7
 EM0764;SPC TXNC     - 7,471,452.58  1,864,999.58   sFT  1.00006195   -0 11 11.7
 EM0764;UTM  14      - 3,780,654.158   514,551.041   MT  0.99960261   +0 05 19.2
 EM0764
 EM0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0764!SPC OK S     -   0.99995127  x   0.99996232  =   0.99991359
 EM0764!SPC TXNC     -   0.99995127  x   1.00006195  =   1.00001322
 EM0764!UTM  14      -   0.99995127  x   0.99960261  =   0.99955390
 EM0764
 EM0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1455180654(NAD 83)
 EM0764
 EM0764                          SUPERSEDED SURVEY CONTROL
 EM0764
 EM0764  NAD 83(1986)-  34 10 00.23265(N)    098 50 31.63080(W) AD(       ) 3
 EM0764  NAD 27      -  34 09 59.90100(N)    098 50 30.38600(W) AD(       ) 3
 EM0764  USSD        -  34 09 59.87000(N)    098 50 30.79700(W) AD(       ) 3
 EM0764
 EM0764.Superseded values are not recommended for survey control.
 EM0764
 EM0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0764.See file dsdata.pdf to determine how the superseded data were derived.
 EM0764
 EM0764_MARKER: P = PIPE CAP
 EM0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0764_MARK LOGO: USGLO
 EM0764_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0764
 EM0764  HISTORY     - Date     Condition        Report By
 EM0764  HISTORY     - 1923     MONUMENTED       USGLO
 EM0764  HISTORY     - 1934     GOOD             CGS
 EM0764
 EM0764                          STATION DESCRIPTION
 EM0764
 EM0764'DESCRIBED BY US GENERAL LAND OFFICE 1923 (EOH)
 EM0764'STATION IS ON A PROMINENT SANDHILL, IN THE NW 1/4 SE 1/4 SECTION
 EM0764'35, T 4 S, R 16 W, ON AN INDIAN ALLOTMENT.  THE 1/4 SECTION
 EM0764'CORNER BETWEEN SECTIONS 26 AND 35 BEARS N 16 DEG 30 MIN 45 SEC W,
 EM0764'DISTANT 2897.7 FT.  SAID CORNER IS 4 MI. S AND 8-1/2 MI. W OF
 EM0764'GRANDFIELD.
 EM0764'
 EM0764'STATION IS MARKED WITH A MONUMENT CONSTRUCTED OF AN IRON
 EM0764'POST, 36 IN. LONG AND 2 IN. DIAMETER, WITH A BRONZE CAP ON TOP,
 EM0764'PLACED FULL LENGTH IN CONCRETE IN A GALVANIZED-IRON FORM 36 IN.
 EM0764'LONG, 8 IN. UPPER DIAMETER AND 14 IN. DIAMETER AT BASE, SET 30 IN.
 EM0764'IN THE GROUND.  MONUMENT IS APPROPRIATELY MARKED ACCORDING
 EM0764'TO THE STANDARD SPECIFICATIONS OF THE UNITED STATES GENERAL
 EM0764'LAND OFFICE.
 EM0764'
 EM0764'ELEVATION OF STATION IS 338 M. (1109 FT.).
 EM0764
 EM0764                          STATION RECOVERY (1934)
 EM0764
 EM0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0764'WITNESS POINT RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 100
 EM0764'YD. NW OF A HOUSE, AND ON LAND OWNED BY HARRY MASHBURN.  IT
 EM0764'IS ABOUT 8-1/2 MI. W AND 4 MI. S OF GRANDFIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0768 ***********************************************************************
 EM0768  DESIGNATION -  OKLA TEXAS BDRY WIT COR SEC 6
 EM0768  PID         -  EM0768
 EM0768  STATE/COUNTY-  OK/TILLMAN
 EM0768  COUNTRY     -  US
 EM0768  USGS QUAD   -  AUGAR CREEK (2018)
 EM0768
 EM0768                         *CURRENT SURVEY CONTROL
 EM0768  ______________________________________________________________________
 EM0768* NAD 83(1993) POSITION- 34 09 32.12371(N) 098 48 17.12816(W)   ADJUSTED
 EM0768* NAVD 88 ORTHO HEIGHT -   349.2   (meters)     1146.    (feet) VERTCON3
 EM0768  ______________________________________________________________________
 EM0768  GEOID HEIGHT    -        -27.590 (meters)                     GEOID18
 EM0768  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 EM0768  HORZ ORDER      -  THIRD
 EM0768
 EM0768.The horizontal coordinates were established by classical geodetic methods
 EM0768.and adjusted by the National Geodetic Survey in November 1994.
 EM0768
 EM0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0768
 EM0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0768.GEOID18 height accuracy estimate available here.
 EM0768
 EM0768.Click photographs - Photos may exist for this station.
 EM0768
 EM0768.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0768
 EM0768. The following values were computed from the NAD 83(1993) position.
 EM0768
 EM0768;                    North         East     Units Scale Factor Converg.
 EM0768;SPC OK S     -    91,873.069   525,794.871   MT  0.99996331   -0 27 24.5
 EM0768;SPC OK S     -   301,420.23  1,725,045.34   sFT  0.99996331   -0 27 24.5
 EM0768;SPC TXNC     - 2,276,426.699   571,895.928   MT  1.00005930   -0 09 58.4
 EM0768;SPC TXNC     - 7,468,576.59  1,876,295.22   sFT  1.00005930   -0 09 58.4
 EM0768;UTM  14      - 3,779,794.518   517,996.558   MT  0.99960399   +0 06 34.7
 EM0768
 EM0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0768!SPC OK S     -   0.99994952  x   0.99996331  =   0.99991283
 EM0768!SPC TXNC     -   0.99994952  x   1.00005930  =   1.00000881
 EM0768!UTM  14      -   0.99994952  x   0.99960399  =   0.99955353
 EM0768
 EM0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1799679794(NAD 83)
 EM0768
 EM0768                          SUPERSEDED SURVEY CONTROL
 EM0768
 EM0768  NAD 83(1986)-  34 09 32.12878(N)    098 48 17.11539(W) AD(       ) 3
 EM0768  NAD 27      -  34 09 31.83000(N)    098 48 15.87500(W) AD(       ) 3
 EM0768  USSD        -  34 09 31.77100(N)    098 48 16.28700(W) AD(       ) 3
 EM0768  NGVD 29 (07/19/86)  349.1    (m)         1145.     (f) VERT ANG       
 EM0768
 EM0768.Superseded values are not recommended for survey control.
 EM0768
 EM0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0768.See file dsdata.pdf to determine how the superseded data were derived.
 EM0768
 EM0768_MARKER: DU = BOUNDARY MARKER
 EM0768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0768_MARK LOGO: USGLO
 EM0768_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0768
 EM0768  HISTORY     - Date     Condition        Report By
 EM0768  HISTORY     - UNK      MONUMENTED       USGLO
 EM0768  HISTORY     - 1923     GOOD             CGS
 EM0768  HISTORY     - 1923     GOOD             CGS
 EM0768
 EM0768                          STATION DESCRIPTION
 EM0768
 EM0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0768'STATION IN ON THE SITE OF OLD FORT AUGUR, IN THE NE 1/4
 EM0768'SECTION 6, T 5 S, R 15 W, ON THE INDIAN ALLOTMENT, S OF MR.
 EM0768'SHARROCKS HOUSE, ON A HIGH BLUFF OVERLOOKING RED RIVER.  THE
 EM0768'CORNER OF SECTIONS 5, 6, 31 AND 32, ON N BOUNDARY OF T 5 S,
 EM0768'R 15 W, BEARS N 71 DEG 34 MIN 30 SEC E FROM THE STATION, DISTANT
 EM0768'1068.9 FT.
 EM0768'
 EM0768'MARKED WITH A MONUMENT CONSTRUCTED OF AN IRON POST 36 IN. LONG AND
 EM0768'2 IN. DIAMETER, WITH A BRONZE CAP ON TOP, PLACED FULL LENGTH
 EM0768'IN CONCRETE IN A GALVANIZED-IRON FORM 36 IN. LONG, 8 IN. UPPER
 EM0768'DIAMETER AND 14 IN. DIAMETER AT BASE, SET 30 IN. IN THE GROUND.
 EM0768'MONUMENTS ARE APPROPRIATELY MARKED ACCORDING TO THE STANDARD
 EM0768'SPECIFICATIONS OF THE UNITED STATES GENERAL LAND OFFICE.
 EM0768'
 EM0768'ELEVATION OF STATION IS 349 M. (1145 FT.).
 EM0768
 EM0768                          STATION RECOVERY (1923)
 EM0768
 EM0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (CLG)
 EM0768'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0780 ***********************************************************************
 EM0780  DESIGNATION -  OKLA TEXAS BDRY WIT PT SEC 29
 EM0780  PID         -  EM0780
 EM0780  STATE/COUNTY-  OK/TILLMAN
 EM0780  COUNTRY     -  US
 EM0780  USGS QUAD   -  COWBOY SPRINGS (2018)
 EM0780
 EM0780                         *CURRENT SURVEY CONTROL
 EM0780  ______________________________________________________________________
 EM0780* NAD 83(1993) POSITION- 34 10 47.59669(N) 098 53 19.42420(W)   ADJUSTED
 EM0780* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 EM0780  ______________________________________________________________________
 EM0780  GEOID HEIGHT    -        -27.771 (meters)                     GEOID18
 EM0780  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC18
 EM0780  HORZ ORDER      -  THIRD
 EM0780
 EM0780.The horizontal coordinates were established by classical geodetic methods
 EM0780.and adjusted by the National Geodetic Survey in November 1994.
 EM0780
 EM0780.The orthometric height was scaled from a topographic map.
 EM0780
 EM0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0780.GEOID18 height accuracy estimate available here.
 EM0780
 EM0780.Click photographs - Photos may exist for this station.
 EM0780
 EM0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0780
 EM0780. The following values were computed from the NAD 83(1993) position.
 EM0780
 EM0780;                    North         East     Units Scale Factor Converg.
 EM0780;SPC OK S     -    94,263.361   518,072.724   MT  0.99996068   -0 30 16.0
 EM0780;SPC OK S     -   309,262.38  1,699,710.26   sFT  0.99996068   -0 30 16.0
 EM0780;SPC TXNC     - 2,278,777.909   564,160.939   MT  1.00006645   -0 12 43.2
 EM0780;SPC TXNC     - 7,476,290.52  1,850,918.01   sFT  1.00006645   -0 12 43.2
 EM0780;UTM  14      - 3,782,107.485   510,253.932   MT  0.99960130   +0 03 45.0
 EM0780
 EM0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0780!SPC OK S     -   0.99994831  x   0.99996068  =   0.99990899
 EM0780!SPC TXNC     -   0.99994831  x   1.00006645  =   1.00001475
 EM0780!UTM  14      -   0.99994831  x   0.99960130  =   0.99954963
 EM0780
 EM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1025382107(NAD 83)
 EM0780
 EM0780                          SUPERSEDED SURVEY CONTROL
 EM0780
 EM0780  NAD 83(1986)-  34 10 47.60218(N)    098 53 19.41158(W) AD(       ) 3
 EM0780  NAD 27      -  34 10 47.28000(N)    098 53 18.16300(W) AD(       ) 3
 EM0780  USSD        -  34 10 47.24900(N)    098 53 18.57300(W) AD(       ) 3
 EM0780
 EM0780.Superseded values are not recommended for survey control.
 EM0780
 EM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0780.See file dsdata.pdf to determine how the superseded data were derived.
 EM0780
 EM0780_MARKER: DD = SURVEY DISK
 EM0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0780_MARK LOGO: USGLO
 EM0780_PROJECTION: PROJECTING 41 CENTIMETERS
 EM0780_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0780+STABILITY: SURFACE MOTION
 EM0780
 EM0780  HISTORY     - Date     Condition        Report By
 EM0780  HISTORY     - UNK      MONUMENTED       USGLO
 EM0780  HISTORY     - 1923     GOOD             CGS
 EM0780  HISTORY     - 1934     GOOD             CGS
 EM0780
 EM0780                          STATION DESCRIPTION
 EM0780
 EM0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0780'STATION IS 11 MI. W AND 3-1/2 MI. S OF GRANDFIELD, IN THE NE
 EM0780'1/4 SE 1/4 SECTION 29, T 4 S, R 16 W, ON A VERY HIGH PROMINENT
 EM0780'SANDHILL.  THE 1/4 SECTION CORNER BETWEEN SECTIONS 28 AND 29
 EM0780'BEARS N 10 DEG 18 MIN 30 SEC E, DISTANT 617.9 FT.  HARRISON
 EM0780'CLEMERS HOUSE BEARS N 27 DEG E, DISTANT ABOUT 3/4 MI.
 EM0780'
 EM0780'STATION IS MARKED WITH A MONUMENT, CONSTRUCTED OF AN IRON POST,
 EM0780'36 IN. LONG AND 2 IN. IN DIAMETER, WITH A BRONZE CAP ON TOP,
 EM0780'PLACED FULL LENGTH IN CONCRETE IN A GALVANIZED-IRON FORM 36 IN.
 EM0780'LONG, 8 IN. UPPER DIAMETER, AND 14 IN. DIAMETER AT BASE, SET 30
 EM0780'IN.  IN THE GROUND.  MONUMENT IS APPROPRIATELY MARKED ACCORDING TO
 EM0780'THE STANDARD SPECIFICATIONS OF THE UNITED STATES GENERAL LAND
 EM0780'OFFICE.
 EM0780'
 EM0780'ELEVATION OF STATION IS 357 M. (1171 FT.).
 EM0780
 EM0780                          STATION RECOVERY (1934)
 EM0780
 EM0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0780'STATION RECOVERED IN GOOD CONDITION.  IT IS AN 8-IN. ROUND
 EM0780'CONCRETE POST WITH ABOUT 16 IN. PROJECTING ABOVE THE SURFACE
 EM0780'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1020 ***********************************************************************
 FJ1020  DESIGNATION -  OKLA UNIV RADIO STA WNAD MAST
 FJ1020  PID         -  FJ1020
 FJ1020  STATE/COUNTY-  OK/CLEVELAND
 FJ1020  COUNTRY     -  US
 FJ1020  USGS QUAD   -  OKLAHOMA CITY SE (2018)
 FJ1020
 FJ1020                         *CURRENT SURVEY CONTROL
 FJ1020  ______________________________________________________________________
 FJ1020* NAD 83(1993) POSITION- 35 17 22.50599(N) 097 30 06.15390(W)   ADJUSTED
 FJ1020  ______________________________________________________________________
 FJ1020  GEOID HEIGHT    -        -26.686 (meters)                     GEOID18
 FJ1020  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 FJ1020  HORZ ORDER      -  THIRD
 FJ1020
 FJ1020.The horizontal coordinates were established by classical geodetic methods
 FJ1020.and adjusted by the National Geodetic Survey in November 1994.
 FJ1020
 FJ1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1020.GEOID18 height accuracy estimate available here.
 FJ1020
 FJ1020.Click photographs - Photos may exist for this station.
 FJ1020
 FJ1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1020
 FJ1020. The following values were computed from the NAD 83(1993) position.
 FJ1020
 FJ1020;                    North         East     Units Scale Factor Converg.
 FJ1020;SPC OK S     -   217,114.091   645,327.538   MT  1.00001160   +0 16 58.2
 FJ1020;SPC OK S     -   712,315.15  2,117,212.10   sFT  1.00001160   +0 16 58.2
 FJ1020;UTM  14      - 3,906,186.970   636,243.276   MT  0.99982876   +0 51 56.6
 FJ1020
 FJ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3624306186(NAD 83)
 FJ1020
 FJ1020                          SUPERSEDED SURVEY CONTROL
 FJ1020
 FJ1020  NAD 83(1986)-  35 17 22.51235(N)    097 30 06.13702(W) AD(       ) 3
 FJ1020  NAD 27      -  35 17 22.28064(N)    097 30 05.00763(W) AD(       ) 3
 FJ1020
 FJ1020.Superseded values are not recommended for survey control.
 FJ1020
 FJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1020.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1020
 FJ1020_MARKER: 42 = RADIO/TV MAST
 FJ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1020+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ1020
 FJ1020  HISTORY     - Date     Condition        Report By
 FJ1020  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1020  HISTORY     - 1980     GOOD             NGS
 FJ1020  HISTORY     - 20090419 GOOD             GEOCAC
 FJ1020
 FJ1020                          STATION DESCRIPTION
 FJ1020
 FJ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1020'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF NORMAN AND
 FJ1020'3.5 MILES SOUTH OF MOORE IN SECTION 3, T 9 N, R 3 W.  IT IS
 FJ1020'A FOUR-LEGGED SKELETON STEEL STRUCTURE 405 FEET HIGH AND
 FJ1020'PAINTED RED AND WHITE.  THE POINT INTERSECTED WAS THE PULSATING
 FJ1020'LIGHT ATOP OF THE 40 FOOT ANTENNA ON TOP OF THE MAST.
 FJ1020
 FJ1020                          STATION RECOVERY (1980)
 FJ1020
 FJ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1020'RECOVERED AS DESCRIBED.
 FJ1020'
 FJ1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FIVE MILES
 FJ1020'NORTHWEST OF NORMAN, OK.
 FJ1020
 FJ1020                          STATION RECOVERY (2009)
 FJ1020
 FJ1020'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ1020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0854 ***********************************************************************
 EK0854  DESIGNATION -  OKLAHOMA
 EK0854  PID         -  EK0854
 EK0854  STATE/COUNTY-  OK/LE FLORE
 EK0854  COUNTRY     -  US
 EK0854  USGS QUAD   -  BATES (2017)
 EK0854
 EK0854                         *CURRENT SURVEY CONTROL
 EK0854  ______________________________________________________________________
 EK0854* NAD 83(1997) POSITION- 34 55 28.40468(N) 094 29 29.52362(W)   ADJUSTED
 EK0854* NAVD 88 ORTHO HEIGHT -   724.5   (meters)     2377.    (feet) VERTCON3
 EK0854  ______________________________________________________________________
 EK0854  GEOID HEIGHT    -        -31.299 (meters)                     GEOID18
 EK0854  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 EK0854  HORZ ORDER      -  FIRST
 EK0854
 EK0854.The horizontal coordinates were established by classical geodetic methods
 EK0854.and adjusted by the National Geodetic Survey in September 1999.
 EK0854
 EK0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0854
 EK0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0854.GEOID18 height accuracy estimate available here.
 EK0854
 EK0854.Click photographs - Photos may exist for this station.
 EK0854
 EK0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0854
 EK0854. The following values were computed from the NAD 83(1997) position.
 EK0854
 EK0854;                    North         East     Units Scale Factor Converg.
 EK0854;SPC OK S     -   182,076.297   920,495.658   MT  0.99995353   +1 59 29.3
 EK0854;SPC OK S     -   597,361.98  3,019,992.84   sFT  0.99995353   +1 59 29.3
 EK0854;UTM  15      - 3,865,692.075   363,764.874   MT  0.99982875   -0 51 14.5
 EK0854
 EK0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0854!SPC OK S     -   0.99989120  x   0.99995353  =   0.99984473
 EK0854!UTM  15      -   0.99989120  x   0.99982875  =   0.99971997
 EK0854
 EK0854:                Primary Azimuth Mark                     Grid Az
 EK0854:SPC OK S     -  SUGAR LOAF                               008 33 55.5
 EK0854:UTM  15      -  SUGAR LOAF                               011 24 39.3
 EK0854
 EK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6376465692(NAD 83)
 EK0854
 EK0854|---------------------------------------------------------------------|
 EK0854| PID    Reference Object                     Distance      Geod. Az  |
 EK0854|                                                           dddmmss.s |
 EK0854| FH0976 SUGAR LOAF                          APPROX.11.5 KM 0103324.8 |
 EK0854| CX6001 OKLAHOMA RM 1                        11.840 METERS 17345     |
 EK0854| CX6002 OKLAHOMA RM 2                         9.370 METERS 20302     |
 EK0854|---------------------------------------------------------------------|
 EK0854
 EK0854                          SUPERSEDED SURVEY CONTROL
 EK0854
 EK0854  NAD 83(1993)-  34 55 28.40866(N)    094 29 29.52290(W) AD(       ) 1
 EK0854  NAD 83(1986)-  34 55 28.40964(N)    094 29 29.51557(W) AD(       ) 1
 EK0854  NAD 27      -  34 55 28.04600(N)    094 29 28.71400(W) AD(       ) 1
 EK0854  USSD        -  34 55 28.10600(N)    094 29 28.78200(W) AD(       ) 3
 EK0854  NGVD 29 (07/19/86)  724.4    (m)         2377.     (f) VERT ANG       
 EK0854
 EK0854.Superseded values are not recommended for survey control.
 EK0854
 EK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0854.See file dsdata.pdf to determine how the superseded data were derived.
 EK0854
 EK0854_MARKER: DS = TRIANGULATION STATION DISK
 EK0854_SETTING: 66 = SET IN ROCK OUTCROP
 EK0854_STAMPING: OKLAHOMA 1916
 EK0854_MARK LOGO: CGS
 EK0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0854+STABILITY: POSITION/ELEVATION WELL
 EK0854
 EK0854  HISTORY     - Date     Condition        Report By
 EK0854  HISTORY     - 1916     MONUMENTED       CGS
 EK0854  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EK0854  HISTORY     - 1959     GOOD             CGS
 EK0854
 EK0854                          STATION DESCRIPTION
 EK0854
 EK0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 EK0854'ABOUT 6-1/2 MILES EAST OF MONROE AND 3-1/2 MILES WEST OF THE
 EK0854'ARKANSAS-OKLAHOMA BOUNDARY LINE, ON HIGHEST POINT OF W SPUR OF POTEAU
 EK0854'MOUNTAINS, IN CENTER OF SMALL GRASSY SPOT ABOUT 40 FEET IN DIAMETER
 EK0854'WHICH MAY BE LOCATED BY LANES CUT THROUGH TIMBER WHEN STATION WAS
 EK0854'OCCUPIED.
 EK0854'
 EK0854'SURFACE MARK IS A BRONZE STATION DISK IN BEDROCK.  REFERENCE MARKS ARE
 EK0854'BRONZE REFERENCE DISKS IN BOULDERS.
 EK0854'
 EK0854'REFERENCE MARK NO. 1 IS 11.84 METERS (38.8 FEET) FROM STATION, S 06
 EK0854'DEG 15 MIN E.
 EK0854'
 EK0854'REFERENCE MARK NO. 2 IS 9.37 METERS (30.7 FEET) FROM STATION, S 23 DEG
 EK0854'02 MIN W.
 EK0854'
 EK0854'TRIANGULAR-BLAZED 1-FOOT OAK TREE IS 17.060 METERS (55.97 FEET) FROM
 EK0854'STATION, S 33 DEG 35 MIN E.
 EK0854
 EK0854                          STATION RECOVERY (1934)
 EK0854
 EK0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK0854'STATION NOT VISITED, HEAVY RAINS HAD DAMAGED ROADS UNTIL I WAS UNABLE
 EK0854'TO GET CLOSER THAN 7 OR 8 MILES OF STATION.  WAS ADVISED EVEN WAGON
 EK0854'COULD NOT BE DRIVEN OVER ROADS UNTIL ROCKS AND LOGS WERE CLEARED FROM
 EK0854'ROAD, ONLY WAY OF REACHING WOULD HAVE BEEN ON FRESHLY SHOD HORSE.
 EK0854'
 EK0854'PREVIOUS DESCRIPTION IS IN ERROR AS TO LOCATION AS IT IS ONLY 3-1/2
 EK0854'MILES FROM MONROE TO STATE LINE.
 EK0854'
 EK0854'STATION IS ALMOST SOUTH OF MONROE, ABOUT 9 MILES BY ROAD.
 EK0854'
 EK0854'TOM FORTNER (BY ROAD 1/2 MILE E, 2 MILES S, 1 MILE WEST OF MONROE)
 EK0854'STATED HE HAD BEEN BY THE STATION THIS SUMMER AND IT WAS HIS BELIEF
 EK0854'STATION WAS GOOD.  HE ALSO CAN GIVE BEST DIRECTIONS TO REACH STATION.
 EK0854
 EK0854                          STATION RECOVERY (1959)
 EK0854
 EK0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0854'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN GOOD
 EK0854'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0854'
 EK0854'THE STATION IS ON THE SUMMIT OF A MOUNTAIN KNOWN LOCALLY AS HIGH TOP
 EK0854'MOUNTAIN.  AT THE TIME OF RECOVERY A ROAD WAS UNDER CONSTRUCTION TO
 EK0854'THE SUMMIT OF THE MOUNTAIN.  IT LACKED ABOUT 3/4 MILE OF REACHING THE
 EK0854'STATION BUT THE ROAD BUILDERS THOUGHT IT WOULD PASS JUST SOUTH OF THE
 EK0854'SUMMIT AND STATION.
 EK0854'
 EK0854'THE STATION IS IN BEDROCK ABOUT FLUSH WITH THE GROUND.  A TRIANGLE
 EK0854'BLAZE WAS CUT ON A 14-INCH OAK TREE ABOUT 25 FEET NORTH-NORTHWEST OF
 EK0854'THE STATION AND A TRIANGLE BLAZE WAS CUT ON A 5-INCH TREE ABOUT 2-1/2
 EK0854'FEET SOUTH OF THE STATION.  SOME LOOSE ROCK HAD BEEN PILED AROUND THE
 EK0854'STATION MARK.
 EK0854'
 EK0854'RM NO 1, STAMPED OKLAHOMA NO 1 1916, IS NEAR THE NORTHWEST CORNER OF A
 EK0854'4 X 4-FOOT BOULDER THAT PROJECTS ABOUT 18 INCHES.
 EK0854'
 EK0854'RM NO 2, STAMPED OKLAHOMA NO 2 1916, IS NEAR THE CENTER OF THE WEST
 EK0854'SIDE OF A 2 X 6-FOOT BOULDER THAT PROJECTS ABOUT 8 INCHES.
 EK0854'
 EK0854'TO REACH THE STATION FROM HARTFORD, ARK., FROM THE POST OFFICE, GO
 EK0854'WEST ON STATE HIGHWAY 96 FOR 0.4 MILE TO A SIDE ROAD LEFT AT A SCHOOL
 EK0854'ON THE RIGHT, TURN LEFT AND GO SOUTHWESTERLY FOR 1.7 MILES TO WEST
 EK0854'HARTFORD, CONTINUE ON HIGHWAY FOR 1.9 MILES TO A T-ROAD LEFT, TURN
 EK0854'LEFT ACROSS RAILROAD THEN TURN RIGHT AND CONTINUE WEST FOR 0.55 MILE
 EK0854'TO THE OKLAHOMA STATE LINE, CONTINUE WEST ON OKLAHOMA STATE HIGHWAY 83
 EK0854'FOR 3.9 MILES TO A SIDE ROAD LEFT (THIS ROAD IS 0.8 MILE EAST OF THE
 EK0854'MONROE POST OFFICE, TURN LEFT AND GO SOUTH FOR 1.6 MILES TO A
 EK0854'T-INTERSECTION, TURN RIGHT AND GO WEST FOR 1.2 MILES TO CROSSROADS AT
 EK0854'A WHITE HOUSE ON THE LEFT, TURN SHARP LEFT (PASSING TO LEFT OF HOUSE)
 EK0854'AND FOLLOW WOODS ROAD SOUTH FOR 0.4 MILE TO FORKS, CONTINUE STRAIGHT
 EK0854'AHEAD ON THE RIGHT FORK AND FOLLOW BLADED ROAD FOR 3.1 MILES TO FORKS,
 EK0854'TAKE LEFT FORK ON MAIN BLADED ROAD FOR 1.4 MILES TO FORKS, TAKE
 EK0854'EXTREME LEFT FORK AND FOLLOW BLADED ROAD EAST, NORTH AND EAST FOR
 EK0854'ABOUT 3.5 MILES TO SUMMIT OF MOUNTAIN AND STATION.  AT THE TIME THE
 EK0854'STATION WAS RECOVERED THE ROAD WAS NOT COMPLETED AND THE LAST 3/4 MILE
 EK0854'WAS ESTIMATED.  THE ROAD WAS NOT STAKED SO IT WAS NOT KNOWN HOW CLOSE
 EK0854'IT WOULD PASS THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1008 ***********************************************************************
 FJ1008  DESIGNATION -  OKLAHOMA CITY CH HIGHEST SPIRE
 FJ1008  PID         -  FJ1008
 FJ1008  STATE/COUNTY-  OK/OKLAHOMA
 FJ1008  COUNTRY     -  US
 FJ1008  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1008
 FJ1008                         *CURRENT SURVEY CONTROL
 FJ1008  ______________________________________________________________________
 FJ1008* NAD 83(1993) POSITION- 35 28 34.27597(N) 097 30 07.27561(W)   ADJUSTED
 FJ1008  ______________________________________________________________________
 FJ1008  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 FJ1008  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 FJ1008  HORZ ORDER      -  THIRD
 FJ1008
 FJ1008.The horizontal coordinates were established by classical geodetic methods
 FJ1008.and adjusted by the National Geodetic Survey in November 1994.
 FJ1008
 FJ1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1008.GEOID18 height accuracy estimate available here.
 FJ1008
 FJ1008.Click photographs - Photos may exist for this station.
 FJ1008
 FJ1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1008
 FJ1008. The following values were computed from the NAD 83(1993) position.
 FJ1008
 FJ1008;                    North         East     Units Scale Factor Converg.
 FJ1008;SPC OK N     -    52,950.690   645,195.261   MT  1.00001765   +0 17 38.0
 FJ1008;SPC OK N     -   173,722.39  2,116,778.12   sFT  1.00001765   +0 17 38.0
 FJ1008;SPC OK S     -   237,817.521   645,197.056   MT  1.00005702   +0 16 57.6
 FJ1008;SPC OK S     -   780,239.65  2,116,784.01   sFT  1.00005702   +0 16 57.6
 FJ1008;UTM  14      - 3,926,883.742   635,901.539   MT  0.99982760   +0 52 10.2
 FJ1008
 FJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3590126883(NAD 83)
 FJ1008
 FJ1008                          SUPERSEDED SURVEY CONTROL
 FJ1008
 FJ1008  NAD 83(1986)-  35 28 34.28214(N)    097 30 07.25825(W) AD(       ) 3
 FJ1008  NAD 27      -  35 28 34.08000(N)    097 30 06.12000(W) AD(       ) 3
 FJ1008  USSD        -  35 28 33.99000(N)    097 30 06.45000(W) AD(       ) 3
 FJ1008
 FJ1008.Superseded values are not recommended for survey control.
 FJ1008
 FJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1008.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1008
 FJ1008_MARKER: 90 = CHURCH SPIRE
 FJ1008
 FJ1008  HISTORY     - Date     Condition        Report By
 FJ1008  HISTORY     - 1902     FIRST OBSERVED   CGS
 FJ1008
 FJ1008                          STATION DESCRIPTION
 FJ1008
 FJ1008'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE6009 ***********************************************************************
 DE6009  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6009  DESIGNATION -  OKLAHOMA CITY CORS ARP
 DE6009  CORS_ID     -  OKDT
 DE6009  PID         -  DE6009
 DE6009  STATE/COUNTY-  OK/OKLAHOMA
 DE6009  COUNTRY     -  US
 DE6009  USGS QUAD   -  OKLAHOMA CITY (2018)
 DE6009
 DE6009                         *CURRENT SURVEY CONTROL
 DE6009  ______________________________________________________________________
 DE6009* NAD 83(2011) POSITION- 35 29 24.45374(N) 097 30 27.66603(W)   ADJUSTED
 DE6009* NAD 83(2011) ELLIP HT-   368.102 (meters)        (04/??/25)   ADJUSTED
 DE6009* NAD 83(2011) EPOCH   -  2010.00
 DE6009  ______________________________________________________________________
 DE6009  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DE6009  NAD 83(2011) X  -   -679,342.377 (meters)                     COMP
 DE6009  NAD 83(2011) Y  - -5,154,774.804 (meters)                     COMP
 DE6009  NAD 83(2011) Z  -  3,682,489.756 (meters)                     COMP
 DE6009
 DE6009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6009  Standards:
 DE6009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6009  -------------------------------------------------------------------
 DE6009  NETWORK    0.37   0.48           0.19   0.04   0.25     -0.30723300
 DE6009  -------------------------------------------------------------------
 DE6009
 DE6009.The coordinates were established by GPS observations
 DE6009.and adjusted by the National Geodetic Survey in April 2025.
 DE6009
 DE6009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6009.been affixed to the stable North American Tectonic Plate. 
 DE6009
 DE6009.The coordinates are valid at the epoch date displayed above
 DE6009.which is a decimal equivalence of Year/Month/Day.
 DE6009
 DE6009.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE6009.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE6009.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE6009.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE6009.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE6009.published epoch of 2010.00.
 DE6009
 DE6009.Additional information on MYCS is available at:
 DE6009.https://geodesy.noaa.gov/CORS/index.shtml
 DE6009
 DE6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6009.GEOID18 height accuracy estimate available here.
 DE6009
 DE6009.The PID for the CORS L1 Phase Center is DQ6442.
 DE6009
 DE6009.Click photographs - Photos may exist for this station.
 DE6009
 DE6009.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6009
 DE6009.The ellipsoidal height was determined by GPS observations
 DE6009.and is referenced to NAD 83.
 DE6009
 DE6009. The following values were computed from the NAD 83(2011) position.
 DE6009
 DE6009;                    North         East     Units Scale Factor Converg.
 DE6009;SPC OK N     -    54,494.517   644,673.374   MT  1.00001477   +0 17 25.9
 DE6009;SPC OK N     -   178,787.43  2,115,065.89   sFT  1.00001477   +0 17 25.9
 DE6009;UTM  14      - 3,928,421.954   635,364.265   MT  0.99982581   +0 51 59.5
 DE6009
 DE6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6009!SPC OK N     -   0.99994223  x   1.00001477  =   0.99995700
 DE6009!UTM  14      -   0.99994223  x   0.99982581  =   0.99976805
 DE6009
 DE6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3536428421(NAD 83)
 DE6009
 DE6009                          SUPERSEDED SURVEY CONTROL
 DE6009
 DE6009  NAD 83(2011)-  35 29 24.45383(N)    097 30 27.66583(W) AD(2010.00) c
 DE6009  ELLIP H (07/??/22)  368.087  (m)                       GP(2010.00) c c
 DE6009  NAD 83(2011)-  35 29 24.45381(N)    097 30 27.66622(W) AD(2010.00) c
 DE6009  ELLIP H (05/??/20)  368.088  (m)                       GP(2010.00) c c
 DE6009  NAD 83(2011)-  35 29 24.45381(N)    097 30 27.66629(W) AD(2010.00) c
 DE6009  ELLIP H (06/??/19)  368.077  (m)                       GP(2010.00) c c
 DE6009  NAD 83(2011)-  35 29 24.45375(N)    097 30 27.66636(W) AD(2010.00) c
 DE6009  ELLIP H (08/??/11)  368.074  (m)                       GP(2010.00) c c
 DE6009  NAD 83(CORS)-  35 29 24.47672(N)    097 30 27.69484(W) AD(2002.00) c
 DE6009  NAD 83(CORS)-  35 29 24.45440(N)    097 30 27.66644(W) AD(2002.00) c
 DE6009  ELLIP H (07/??/02)  368.097  (m)                       GP(2002.00) c c
 DE6009  ELLIP H (07/??/02)  366.965  (m)                       GP(2002.00) c c
 DE6009
 DE6009.Superseded values are not recommended for survey control.
 DE6009
 DE6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6009.See file dsdata.pdf to determine how the superseded data were derived.
 DE6009
 DE6009_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6009
 DE6009                          STATION DESCRIPTION
 DE6009
 DE6009'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE6009'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE6009'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE6009'AND LOG FILES ACCESSIBLE AT:
 DE6009'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE6011 ***********************************************************************
 DE6011  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6011  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6011  DESIGNATION -  OKLAHOMA CITY CORS MON
 DE6011  CORS_ID     -  OKDT
 DE6011  PID         -  DE6011
 DE6011  STATE/COUNTY-  OK/OKLAHOMA
 DE6011  COUNTRY     -  US
 DE6011  USGS QUAD   -  OKLAHOMA CITY (2018)
 DE6011
 DE6011                         *CURRENT SURVEY CONTROL
 DE6011  ______________________________________________________________________
 DE6011* NAD 83(2011) POSITION- 35 29 24.45374(N) 097 30 27.66603(W)   ADJUSTED
 DE6011* NAD 83(2011) ELLIP HT-   366.605 (meters)        (04/??/25)   ADJUSTED
 DE6011* NAD 83(2011) EPOCH   -  2010.00
 DE6011* NAVD 88 ORTHO HEIGHT -   393.60  (meters)     1291.3   (feet) GPS OBS
 DE6011  ______________________________________________________________________
 DE6011  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DE6011  NAD 83(2011) X  -   -679,342.217 (meters)                     COMP
 DE6011  NAD 83(2011) Y  - -5,154,773.595 (meters)                     COMP
 DE6011  NAD 83(2011) Z  -  3,682,488.887 (meters)                     COMP
 DE6011  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DE6011
 DE6011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6011  Standards:
 DE6011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6011  -------------------------------------------------------------------
 DE6011  NETWORK    0.37   0.48           0.19   0.04   0.25     -0.30723300
 DE6011  -------------------------------------------------------------------
 DE6011
 DE6011.The horizontal coordinates were established by GPS observations
 DE6011.and adjusted by the National Geodetic Survey in April 2025.
 DE6011
 DE6011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6011.been affixed to the stable North American Tectonic Plate. 
 DE6011
 DE6011.The horizontal coordinates are valid at the epoch date displayed above
 DE6011.which is a decimal equivalence of Year/Month/Day.
 DE6011
 DE6011.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE6011.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE6011.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE6011.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE6011.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE6011.published epoch of 2010.00.
 DE6011
 DE6011.Additional information on MYCS is available at:
 DE6011.https://geodesy.noaa.gov/CORS/index.shtml
 DE6011
 DE6011.The orthometric height was determined by GPS observations and a
 DE6011.high-resolution geoid model using precise GPS observation and
 DE6011.processing techniques.
 DE6011
 DE6011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6011.GEOID18 height accuracy estimate available here.
 DE6011
 DE6011.Click photographs - Photos may exist for this station.
 DE6011
 DE6011.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6011
 DE6011.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6011
 DE6011.The ellipsoidal height was determined by GPS observations
 DE6011.and is referenced to NAD 83.
 DE6011
 DE6011. The following values were computed from the NAD 83(2011) position.
 DE6011
 DE6011;                    North         East     Units Scale Factor Converg.
 DE6011;SPC OK N     -    54,494.517   644,673.374   MT  1.00001477   +0 17 25.9
 DE6011;SPC OK N     -   178,787.43  2,115,065.89   sFT  1.00001477   +0 17 25.9
 DE6011;UTM  14      - 3,928,421.954   635,364.265   MT  0.99982581   +0 51 59.5
 DE6011
 DE6011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6011!SPC OK N     -   0.99994246  x   1.00001477  =   0.99995723
 DE6011!UTM  14      -   0.99994246  x   0.99982581  =   0.99976828
 DE6011
 DE6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3536428421(NAD 83)
 DE6011
 DE6011                          SUPERSEDED SURVEY CONTROL
 DE6011
 DE6011  NAD 83(2011)-  35 29 24.45383(N)    097 30 27.66583(W) AD(2010.00) A
 DE6011  ELLIP H (07/??/22)  366.590  (m)                       GP(2010.00) 4 1
 DE6011  NAD 83(2011)-  35 29 24.45381(N)    097 30 27.66622(W) AD(2010.00) A
 DE6011  ELLIP H (05/??/20)  366.590  (m)                       GP(2010.00) 4 1
 DE6011  NAD 83(2011)-  35 29 24.45381(N)    097 30 27.66629(W) AD(2010.00) A
 DE6011  ELLIP H (06/??/19)  366.579  (m)                       GP(2010.00) 4 1
 DE6011  NAD 83(2011)-  35 29 24.45375(N)    097 30 27.66636(W) AD(2010.00) A
 DE6011  ELLIP H (08/??/11)  366.577  (m)                       GP(2010.00) 4 1
 DE6011  NAD 83(2007)-  35 29 24.45440(N)    097 30 27.66644(W) AD(2002.00) 0
 DE6011  NAD 83(CORS)-  35 29 24.47672(N)    097 30 27.69484(W) AD(2002.00) A
 DE6011  NAD 83(CORS)-  35 29 24.45440(N)    097 30 27.66644(W) AD(2002.00) A
 DE6011  ELLIP H (07/??/02)  366.600  (m)                       GP(2002.00) 4 1
 DE6011  ELLIP H (07/??/02)  365.468  (m)                       GP(2002.00) 4 1
 DE6011
 DE6011.Superseded values are not recommended for survey control.
 DE6011
 DE6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6011.See file dsdata.pdf to determine how the superseded data were derived.
 DE6011
 DE6011_STAMPING: UNKNOWN
 DE6011
 DE6011                          STATION DESCRIPTION
 DE6011
 DE6011'THIS MONUMENT IS ASSOCIATED WITH STATION 'OKDT'
 DE6011'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DE6011'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DE6011'AND LOG FILES ACCESSIBLE AT:
 DE6011'https://geodesy.noaa.gov/CORS/index.shtml
 DE6011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0986 ***********************************************************************
 FJ0986  DESIGNATION -  OKLAHOMA COUNTY HOME TANK
 FJ0986  PID         -  FJ0986
 FJ0986  STATE/COUNTY-  OK/OKLAHOMA
 FJ0986  COUNTRY     -  US
 FJ0986  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0986
 FJ0986                         *CURRENT SURVEY CONTROL
 FJ0986  ______________________________________________________________________
 FJ0986* NAD 83(1993) POSITION- 35 29 41.51953(N) 097 23 54.84820(W)   ADJUSTED
 FJ0986  ______________________________________________________________________
 FJ0986  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ0986  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 FJ0986  HORZ ORDER      -  THIRD
 FJ0986
 FJ0986.The horizontal coordinates were established by classical geodetic methods
 FJ0986.and adjusted by the National Geodetic Survey in November 1994.
 FJ0986
 FJ0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0986.GEOID18 height accuracy estimate available here.
 FJ0986
 FJ0986.Click photographs - Photos may exist for this station.
 FJ0986
 FJ0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0986
 FJ0986. The following values were computed from the NAD 83(1993) position.
 FJ0986
 FJ0986;                    North         East     Units Scale Factor Converg.
 FJ0986;SPC OK N     -    55,076.243   654,571.350   MT  1.00001381   +0 21 17.8
 FJ0986;SPC OK N     -   180,695.97  2,147,539.50   sFT  1.00001381   +0 21 17.8
 FJ0986;UTM  14      - 3,929,102.955   645,254.201   MT  0.99986001   +0 55 48.0
 FJ0986
 FJ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4525429102(NAD 83)
 FJ0986
 FJ0986                          SUPERSEDED SURVEY CONTROL
 FJ0986
 FJ0986  NAD 83(1986)-  35 29 41.52578(N)    097 23 54.83037(W) AD(       ) 3
 FJ0986  NAD 27      -  35 29 41.30478(N)    097 23 53.69858(W) AD(       ) 3
 FJ0986
 FJ0986.Superseded values are not recommended for survey control.
 FJ0986
 FJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0986.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0986
 FJ0986_MARKER: 53 = ELEVATED TANK
 FJ0986
 FJ0986  HISTORY     - Date     Condition        Report By
 FJ0986  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0986
 FJ0986                          STATION DESCRIPTION
 FJ0986
 FJ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0986'THE STATION IS THE CENTER OF THE TOP OF THE METAL TANK
 FJ0986'LOCATED AT THE OKLAHOMA COUNTY HOME AND HOSPITAL.  IT IS
 FJ0986'APPROXIMATELY 3.5 MILES EAST OF THE EAST OKLAHOMA CITY CITY
 FJ0986'LIMIT ON U.S. HIGHWAYS 62 AND 270.  THE TANK IS ELEVATED BY A
 FJ0986'FOUR LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY 110
 FJ0986'FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0576 ***********************************************************************
 EM0576  DESIGNATION -  OKLAHOMA NATRL GAS RAD KKI 655
 EM0576  PID         -  EM0576
 EM0576  STATE/COUNTY-  OK/GRADY
 EM0576  COUNTRY     -  US
 EM0576  USGS QUAD   -  LAVERTY (2018)
 EM0576
 EM0576                         *CURRENT SURVEY CONTROL
 EM0576  ______________________________________________________________________
 EM0576* NAD 83(1993) POSITION- 34 54 49.18585(N) 098 00 37.84800(W)   ADJUSTED
 EM0576  ______________________________________________________________________
 EM0576  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 EM0576  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 EM0576  HORZ ORDER      -  THIRD
 EM0576
 EM0576.The horizontal coordinates were established by classical geodetic methods
 EM0576.and adjusted by the National Geodetic Survey in November 1994.
 EM0576
 EM0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0576.GEOID18 height accuracy estimate available here.
 EM0576
 EM0576.Click photographs - Photos may exist for this station.
 EM0576
 EM0576.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0576
 EM0576. The following values were computed from the NAD 83(1993) position.
 EM0576
 EM0576;                    North         East     Units Scale Factor Converg.
 EM0576;SPC OK S     -   175,297.430   599,039.296   MT  0.99995242   -0 00 21.5
 EM0576;SPC OK S     -   575,121.65  1,965,348.09   sFT  0.99995242   -0 00 21.5
 EM0576;UTM  14      - 3,863,915.395   590,388.596   MT  0.99970069   +0 33 58.9
 EM0576
 EM0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9038863915(NAD 83)
 EM0576
 EM0576                          SUPERSEDED SURVEY CONTROL
 EM0576
 EM0576  NAD 83(1986)-  34 54 49.19083(N)    098 00 37.83382(W) AD(       ) 3
 EM0576  NAD 27      -  34 54 48.94947(N)    098 00 36.67642(W) AD(       ) 3
 EM0576
 EM0576.Superseded values are not recommended for survey control.
 EM0576
 EM0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0576.See file dsdata.pdf to determine how the superseded data were derived.
 EM0576
 EM0576_MARKER: 42 = RADIO/TV MAST
 EM0576
 EM0576  HISTORY     - Date     Condition        Report By
 EM0576  HISTORY     - 1957     FIRST OBSERVED   CGS
 EM0576
 EM0576                          STATION DESCRIPTION
 EM0576
 EM0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EM0576'THE STATION IS LOCATED ABOUT 9 MILES SOUTH AND 4 MILES WEST
 EM0576'OF CHICKASHA, 5 MILES WEST AND 2-1/2 MILES SOUTH OF NINNEKAH AND
 EM0576'3-1/4 MILES WEST OF U.S. HIGHWAY 81 AND 2 MILES SOUTH OF U.S.
 EM0576'HIGHWAY 277, IN SECTION 14, T.5.N, R.8.W.
 EM0576'
 EM0576'THE STATION IS A STEEL STRUCTURE PAINTED ALTERNATELY RED AND
 EM0576'WHITE AND IS 150 FEET IN HEIGHT.  THE POINT INTERSECTED IS
 EM0576'THE RED LIGHT AT THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0761 ***********************************************************************
 EM0761  DESIGNATION -  OKLAHOMA TEX BDRY SECS 34 35
 EM0761  PID         -  EM0761
 EM0761  STATE/COUNTY-  OK/TILLMAN
 EM0761  COUNTRY     -  US
 EM0761  USGS QUAD   -  GRANDFIELD (2018)
 EM0761
 EM0761                         *CURRENT SURVEY CONTROL
 EM0761  ______________________________________________________________________
 EM0761* NAD 83(1993) POSITION- 34 09 58.85063(N) 098 38 42.02163(W)   ADJUSTED
 EM0761* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 EM0761  ______________________________________________________________________
 EM0761  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 EM0761  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 EM0761  HORZ ORDER      -  THIRD
 EM0761
 EM0761.The horizontal coordinates were established by classical geodetic methods
 EM0761.and adjusted by the National Geodetic Survey in November 1994.
 EM0761
 EM0761.The orthometric height was scaled from a topographic map.
 EM0761
 EM0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0761.GEOID18 height accuracy estimate available here.
 EM0761
 EM0761.Click photographs - Photos may exist for this station.
 EM0761
 EM0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0761
 EM0761. The following values were computed from the NAD 83(1993) position.
 EM0761
 EM0761;                    North         East     Units Scale Factor Converg.
 EM0761;SPC OK S     -    92,590.764   540,530.307   MT  0.99996237   -0 21 58.0
 EM0761;SPC OK S     -   303,774.86  1,773,389.85   sFT  0.99996237   -0 21 58.0
 EM0761;SPC TXNC     - 2,277,218.738   586,628.998   MT  1.00006182   -0 04 44.7
 EM0761;SPC TXNC     - 7,471,175.14  1,924,631.97   sFT  1.00006182   -0 04 44.7
 EM0761;UTM  14      - 3,780,657.421   532,718.962   MT  0.99961320   +0 11 57.7
 EM0761
 EM0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0761!SPC OK S     -   0.99995512  x   0.99996237  =   0.99991750
 EM0761!SPC TXNC     -   0.99995512  x   1.00006182  =   1.00001694
 EM0761!UTM  14      -   0.99995512  x   0.99961320  =   0.99956834
 EM0761
 EM0761:                Primary Azimuth Mark                     Grid Az
 EM0761:SPC OK S     -  MILLER                                   095 51 04.3
 EM0761:SPC TXNC     -  MILLER                                   095 33 51.0
 EM0761:UTM  14      -  MILLER                                   095 17 08.6
 EM0761
 EM0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3271880657(NAD 83)
 EM0761
 EM0761|---------------------------------------------------------------------|
 EM0761| PID    Reference Object                     Distance      Geod. Az  |
 EM0761|                                                           dddmmss.s |
 EM0761| EM0738 MILLER                              APPROX. 6.6 KM 0952906.3 |
 EM0761|---------------------------------------------------------------------|
 EM0761
 EM0761                          SUPERSEDED SURVEY CONTROL
 EM0761
 EM0761  NAD 83(1986)-  34 09 58.85514(N)    098 38 42.00848(W) AD(       ) 3
 EM0761  NAD 27      -  34 09 58.52500(N)    098 38 40.78200(W) AD(       ) 3
 EM0761  USSD        -  34 09 58.49000(N)    098 38 41.19600(W) AD(       ) 3
 EM0761
 EM0761.Superseded values are not recommended for survey control.
 EM0761
 EM0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0761.See file dsdata.pdf to determine how the superseded data were derived.
 EM0761
 EM0761_MARKER: DU = BOUNDARY MARKER
 EM0761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0761_MAGNETIC: P = MARKER IS A STEEL PIPE
 EM0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0761
 EM0761  HISTORY     - Date     Condition        Report By
 EM0761  HISTORY     - 1923     MONUMENTED       CGS
 EM0761  HISTORY     - 1934     GOOD             CGS
 EM0761
 EM0761                          STATION DESCRIPTION
 EM0761
 EM0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0761'STATION IS ABOUT 3-1/2 MI. S AND 2 MI. E OF THE TOWN OF
 EM0761'GRANDFIELD, ON NEARLY LEVEL GROUND JUST S OF THE TOP OF A
 EM0761'STEEP BLUFF, IN THE 1/4 SECTION CORNER BETWEEN SECTIONS
 EM0761'34 AND 35, T4S, R14W.
 EM0761'
 EM0761'IT IS MARKED BY AN IRON POST WITH A BRONZE CAP.
 EM0761
 EM0761                          STATION RECOVERY (1934)
 EM0761
 EM0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0761'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  IT IS
 EM0761'A STANDARD DISK, SET IN AN 8-IN. ROUND CEMENT POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9643 ***********************************************************************
 DR9643  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9643  DESIGNATION -  OKMA OKRTN ARP
 DR9643  PID         -  DR9643
 DR9643  STATE/COUNTY-  OK/OTTAWA
 DR9643  COUNTRY     -  US
 DR9643  USGS QUAD   -  MIAMI SW (2018)
 DR9643
 DR9643                         *CURRENT SURVEY CONTROL
 DR9643  ______________________________________________________________________
 DR9643* NAD 83(2011) POSITION- 36 50 10.35968(N) 094 54 52.36678(W)   ADJUSTED
 DR9643* NAD 83(2011) ELLIP HT-   222.948 (meters)        (01/10/24)   ADJUSTED
 DR9643* NAD 83(2011) EPOCH   -  2010.00
 DR9643* NAVD 88 ORTHO HEIGHT -   252.31  (meters)      827.8   (feet) GPS OBS
 DR9643  ______________________________________________________________________
 DR9643  GEOID HEIGHT    -        -29.369 (meters)                     GEOID18
 DR9643  NAD 83(2011) X  -   -437,866.417 (meters)                     COMP
 DR9643  NAD 83(2011) Y  - -5,092,299.259 (meters)                     COMP
 DR9643  NAD 83(2011) Z  -  3,802,994.680 (meters)                     COMP
 DR9643  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 DR9643
 DR9643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9643  Standards:
 DR9643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9643  -------------------------------------------------------------------
 DR9643  NETWORK    0.16   0.37           0.07   0.06   0.19      0.00230480
 DR9643  -------------------------------------------------------------------
 DR9643  Click here for local accuracies and other accuracy information.
 DR9643
 DR9643.The horizontal coordinates were established by GPS observations
 DR9643.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9643
 DR9643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9643.been affixed to the stable North American tectonic plate. See 
 DR9643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9643
 DR9643.The horizontal coordinates are valid at the epoch date displayed above
 DR9643.which is a decimal equivalence of Year/Month/Day.
 DR9643
 DR9643.The orthometric height was determined by GPS observations and a
 DR9643.high-resolution geoid model using precise GPS observation and
 DR9643.processing techniques.
 DR9643
 DR9643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9643.GEOID18 height accuracy estimate available here.
 DR9643
 DR9643.Click photographs - Photos may exist for this station.
 DR9643
 DR9643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9643
 DR9643.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9643
 DR9643.The ellipsoidal height was determined by GPS observations
 DR9643.and is referenced to NAD 83.
 DR9643
 DR9643. The following values were computed from the NAD 83(2011) position.
 DR9643
 DR9643;                    North         East     Units Scale Factor Converg.
 DR9643;SPC OK N     -   208,113.972   875,186.718   MT  1.00001343   +1 49 15.1
 DR9643;SPC OK N     -   682,787.26  2,871,341.76   sFT  1.00001343   +1 49 15.1
 DR9643;UTM  15      - 4,078,413.417   329,277.494   MT  0.99995908   -1 08 53.2
 DR9643
 DR9643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9643!SPC OK N     -   0.99996501  x   1.00001343  =   0.99997844
 DR9643!UTM  15      -   0.99996501  x   0.99995908  =   0.99992409
 DR9643
 DR9643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2927778413(NAD 83)
 DR9643
 DR9643                          SUPERSEDED SURVEY CONTROL
 DR9643
 DR9643.No superseded survey control is available for this station.
 DR9643
 DR9643_MARKER: Z = SEE DESCRIPTION
 DR9643_SP_SET: THE MARK IS THE ARP OF A NON NCN
 DR9643_MARK LOGO: OKDOT
 DR9643_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9643
 DR9643  HISTORY     - Date     Condition        Report By
 DR9643  HISTORY     - 20200128 MONUMENTED       OKDOT
 DR9643  HISTORY     - 20231204 GOOD             OKDOT
 DR9643  HISTORY     - 20240605 GOOD             OKDOT
 DR9643
 DR9643                          STATION DESCRIPTION
 DR9643
 DR9643'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9643'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF WELCH,
 DR9643'10.2 MI (16.4 KM) NORTH-NORTHEAST OF AFTON AND 3.4 MI (5.5 KM)
 DR9643'SOUTHWEST OF MIAMI.
 DR9643'
 DR9643'TO REACH THE MONUMENT FROM THE INTERSECTION OF US 59, US 69 AND SH 66
 DR9643'HEAD SOUTH ON US 59 APPROXIMATELY 1.7 MI (2.7 KM) TO THE OKDOT OTTAWA
 DR9643'COUNTY YARD.  IT IS ON THE NORTHEAST CORNER OF THE BUILDING.  THE
 DR9643'MONUMENT IS APPROXIMATELY 170 FT (51.8 M) SOUTHWEST OF THE CENTER OF
 DR9643'US 59.  THE MONUMENT IS APPROXIMATELY 33 FT (10.1 M) SOUTHEAST OF THE
 DR9643'GATE AND APPROXIMATELY 154 FT (46.9 M) EAST-SOUTHEAST OF THE FOG LINE
 DR9643'OF US 69.
 DR9643'
 DR9643'THE MONUMENT IS A NON NCN CORS STATION THAT IS PART OF THE OKDOT RTN
 DR9643'NETWORK.  THE MONUMENT IS THE ANTENNA REFERENCE POINT OF THE GPS
 DR9643'ANTENNA.  THE STATION WAS MONUMENTED IN 2020 AS PART OF THE OKDOT RTN
 DR9643'NETWORK SYSTEM.
 DR9643'
 DR9643'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9643
 DR9643                          STATION RECOVERY (2024)
 DR9643
 DR9643'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 DR9643'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR3529 ***********************************************************************
 DR3529  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR3529  DESIGNATION -  OKMC MCALESTER CORS ARP
 DR3529  CORS_ID     -  OKMC
 DR3529  PID         -  DR3529
 DR3529  STATE/COUNTY-  OK/PITTSBURG
 DR3529  COUNTRY     -  US
 DR3529  USGS QUAD   -  CROWDER (2018)
 DR3529
 DR3529                         *CURRENT SURVEY CONTROL
 DR3529  ______________________________________________________________________
 DR3529* NAD 83(2011) POSITION- 35 00 03.13533(N) 095 43 32.43958(W)   ADJUSTED
 DR3529* NAD 83(2011) ELLIP HT-   173.330 (meters)        (04/??/25)   ADJUSTED
 DR3529* NAD 83(2011) EPOCH   -  2010.00
 DR3529  ______________________________________________________________________
 DR3529  GEOID HEIGHT    -        -30.091 (meters)                     GEOID18
 DR3529  NAD 83(2011) X  -   -521,825.745 (meters)                     COMP
 DR3529  NAD 83(2011) Y  - -5,204,418.156 (meters)                     COMP
 DR3529  NAD 83(2011) Z  -  3,638,045.476 (meters)                     COMP
 DR3529
 DR3529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3529  Standards:
 DR3529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3529  -------------------------------------------------------------------
 DR3529  NETWORK    0.02   0.05           0.01   0.01   0.03     -0.32749500
 DR3529  -------------------------------------------------------------------
 DR3529
 DR3529.The coordinates were established by GPS observations
 DR3529.and adjusted by the National Geodetic Survey in April 2025.
 DR3529
 DR3529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3529.been affixed to the stable North American Tectonic Plate. 
 DR3529
 DR3529.The coordinates are valid at the epoch date displayed above
 DR3529.which is a decimal equivalence of Year/Month/Day.
 DR3529
 DR3529.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR3529.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR3529.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR3529.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR3529.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR3529.published epoch of 2010.00.
 DR3529
 DR3529.Additional information on MYCS is available at:
 DR3529.https://geodesy.noaa.gov/CORS/index.shtml
 DR3529
 DR3529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3529.GEOID18 height accuracy estimate available here.
 DR3529
 DR3529.The PID for the CORS L1 Phase Center is DR3530.
 DR3529
 DR3529.Click photographs - Photos may exist for this station.
 DR3529
 DR3529.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR3529
 DR3529.The ellipsoidal height was determined by GPS observations
 DR3529.and is referenced to NAD 83.
 DR3529
 DR3529. The following values were computed from the NAD 83(2011) position.
 DR3529
 DR3529;                    North         East     Units Scale Factor Converg.
 DR3529;SPC OK S     -   187,310.563   807,591.133   MT  0.99996231   +1 17 27.4
 DR3529;SPC OK S     -   614,534.74  2,649,571.91   sFT  0.99996231   +1 17 27.4
 DR3529;UTM  15      - 3,876,534.987   251,247.689   MT  1.00036269   -1 33 51.2
 DR3529
 DR3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3529!SPC OK S     -   0.99997279  x   0.99996231  =   0.99993510
 DR3529!UTM  15      -   0.99997279  x   1.00036269  =   1.00033547
 DR3529
 DR3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU5124776534(NAD 83)
 DR3529
 DR3529                          SUPERSEDED SURVEY CONTROL
 DR3529
 DR3529  NAD 83(2011)-  35 00 03.13533(N)    095 43 32.43950(W) AD(2010.00) c
 DR3529  ELLIP H (12/??/19)  173.314  (m)                       GP(2010.00) c c
 DR3529
 DR3529.Superseded values are not recommended for survey control.
 DR3529
 DR3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3529.See file dsdata.pdf to determine how the superseded data were derived.
 DR3529
 DR3529_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR3529
 DR3529                          STATION DESCRIPTION
 DR3529
 DR3529'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR3529'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR3529'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR3529'AND LOG FILES ACCESSIBLE AT:
 DR3529'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0713 ***********************************************************************
 FH0713  DESIGNATION -  OKMULGEE
 FH0713  PID         -  FH0713
 FH0713  STATE/COUNTY-  OK/OKMULGEE
 FH0713  COUNTRY     -  US
 FH0713  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH0713
 FH0713                         *CURRENT SURVEY CONTROL
 FH0713  ______________________________________________________________________
 FH0713* NAD 83(1986) POSITION- 35 37 29.2    (N) 095 58 19.9    (W)   HD_HELD2
 FH0713* NAVD 88 ORTHO HEIGHT -   204.353 (meters)      670.45  (feet) ADJUSTED
 FH0713  ______________________________________________________________________
 FH0713  GEOID HEIGHT    -        -29.086 (meters)                     GEOID18
 FH0713  DYNAMIC HEIGHT  -        204.164 (meters)      669.83  (feet) COMP
 FH0713  MODELED GRAVITY -    979,703.3   (mgal)                       NAVD 88
 FH0713
 FH0713  VERT ORDER      -  FIRST     CLASS II
 FH0713
 FH0713.The horizontal coordinates were established by autonomous hand held GPS
 FH0713.observations and have an estimated accuracy of +/- 10 meters.
 FH0713
 FH0713.The orthometric height was determined by differential leveling and
 FH0713.adjusted by the NATIONAL GEODETIC SURVEY
 FH0713.in June 1991.
 FH0713
 FH0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0713.GEOID18 height accuracy estimate available here.
 FH0713
 FH0713.Click photographs - Photos may exist for this station.
 FH0713
 FH0713.The dynamic height is computed by dividing the NAVD 88
 FH0713.geopotential number by the normal gravity value computed on the
 FH0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0713.degrees latitude (g = 980.6199 gals.).
 FH0713
 FH0713.The modeled gravity was interpolated from observed gravity values.
 FH0713
 FH0713;                    North         East    Units  Estimated Accuracy
 FH0713;SPC OK N     -    71,239.      783,681.      MT  (+/- 10 meters HH2 GPS)
 FH0713
 FH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3082046400(NAD 83)
 FH0713
 FH0713                          SUPERSEDED SURVEY CONTROL
 FH0713
 FH0713  NGVD 29 (??/??/92)  204.242  (m)          670.08   (f) ADJ UNCH    1 2
 FH0713
 FH0713.Superseded values are not recommended for survey control.
 FH0713
 FH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0713.See file dsdata.pdf to determine how the superseded data were derived.
 FH0713
 FH0713_MARKER: DB = BENCH MARK DISK
 FH0713_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0713_SP_SET: LANDING
 FH0713_STAMPING: 670.084 OKMULGEE 1933
 FH0713_MARK LOGO: CGS
 FH0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0713+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FH0713
 FH0713  HISTORY     - Date     Condition        Report By
 FH0713  HISTORY     - 1933     MONUMENTED       CGS
 FH0713  HISTORY     - 1958     GOOD             CGS
 FH0713  HISTORY     - 19970429 GOOD             NGS
 FH0713  HISTORY     - 20020110 GOOD             NGS
 FH0713  HISTORY     - 20130315 GOOD             GEOCAC
 FH0713  HISTORY     - 20240717 GOOD             OKDOT
 FH0713
 FH0713                          STATION DESCRIPTION
 FH0713
 FH0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0713'AT OKMULGEE, OKMULGEE COUNTY, AT THE POST OFFICE AND COURTHOUSE,
 FH0713'HALFWAY BETWEEN THE WEST DOOR AND THE CENTER DOOR OF THE SOUTH
 FH0713'ENTRANCE, IN THE FOURTH CONCRETE STEP OF THE ENTRANCE, 10 INCHES
 FH0713'SOUTH OF THE SOUTH WALL OF THE BUILDING, AND 4 INCHES LOWER
 FH0713'THAN THE FLOOR.  A STANDARD DISK.  STAMPED 67.084 OKMULGEE 1933.
 FH0713
 FH0713                          STATION RECOVERY (1958)
 FH0713
 FH0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FH0713'RECOVERED IN GOOD CONDITION.
 FH0713
 FH0713                          STATION RECOVERY (1997)
 FH0713
 FH0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0713'IN OKMULGEE, AT THE INTERSECTION OF 4TH STREET AND NORTH MORTON
 FH0713'AVENUE, IN THE LANDING AT THE SOUTH ENTRANCE TO THE POST OFFICE, 39.3
 FH0713'M (128.9 FT) EAST OF THE AVENUE CENTER, 13.2 M (43.3 FT) NORTH OF THE
 FH0713'STREET CENTER, 1.7 M (5.6 FT) WEST OF THE WEST OF THE CENTER OF THE
 FH0713'ENTRANCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0
 FH0713'FT) SOUTH OF THE SOUTH FACE OF THE BUILDING.
 FH0713
 FH0713                          STATION RECOVERY (2002)
 FH0713
 FH0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 FH0713'STATION IS AT SOUTHWEST ENTRANCE TO POST OFFICE AND COURTHOUSE.  TO
 FH0713'ACCESS FROM US 75, GO NW ON 6TH ST. = OK 56 FOR 0.8 MILES,THENCE NE
 FH0713'FOR 2 BLOCKS ON N. MORTON OR N. GRAND AVENUES.  THIS IS GRAVITY
 FH0713'CALIBRATION STATION 'OKMULGEE D' = DOD 4671-1, IGB 11855D.
 FH0713
 FH0713                          STATION RECOVERY (2013)
 FH0713
 FH0713'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 FH0713'RECOVERED IN GOOD CONDITION.
 FH0713
 FH0713                          STATION RECOVERY (2024)
 FH0713
 FH0713'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FH0713'THE MARK IS TOO CLOSE TO THE POST OFFICE FOR TRADITION STATIC GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1165 ***********************************************************************
 FH1165  DESIGNATION -  OKMULGEE
 FH1165  PID         -  FH1165
 FH1165  STATE/COUNTY-  OK/OKMULGEE
 FH1165  COUNTRY     -  US
 FH1165  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH1165
 FH1165                         *CURRENT SURVEY CONTROL
 FH1165  ______________________________________________________________________
 FH1165* NAD 83(1993) POSITION- 35 36 13.20070(N) 095 57 42.29689(W)   ADJUSTED
 FH1165* NAVD 88 ORTHO HEIGHT -   217.8   (meters)      715.    (feet) VERTCON3
 FH1165  ______________________________________________________________________
 FH1165  GEOID HEIGHT    -        -29.113 (meters)                     GEOID18
 FH1165  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 FH1165  HORZ ORDER      -  SECOND
 FH1165
 FH1165.The horizontal coordinates were established by classical geodetic methods
 FH1165.and adjusted by the National Geodetic Survey in November 1994.
 FH1165
 FH1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1165
 FH1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1165.GEOID18 height accuracy estimate available here.
 FH1165
 FH1165.Click photographs - Photos may exist for this station.
 FH1165
 FH1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1165
 FH1165. The following values were computed from the NAD 83(1993) position.
 FH1165
 FH1165;                    North         East     Units Scale Factor Converg.
 FH1165;SPC OK N     -    68,917.346   784,676.583   MT  0.99999349   +1 12 10.3
 FH1165;SPC OK N     -   226,106.33  2,574,393.09   sFT  0.99999349   +1 12 10.3
 FH1165;UTM  15      - 3,944,030.031   231,696.542   MT  1.00048719   -1 43 31.0
 FH1165;UTM  14      - 3,944,241.542   775,235.795   MT  1.00053363   +1 46 11.7
 FH1165
 FH1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1165!SPC OK N     -   0.99997038  x   0.99999349  =   0.99996387
 FH1165!UTM  15      -   0.99997038  x   1.00048719  =   1.00045756
 FH1165!UTM  14      -   0.99997038  x   1.00053363  =   1.00050400
 FH1165
 FH1165:                Primary Azimuth Mark                     Grid Az
 FH1165:SPC OK N     -  JIM                                      180 38 05.1
 FH1165:UTM  15      -  JIM                                      183 33 46.4
 FH1165:UTM  14      -  JIM                                      180 04 03.7
 FH1165
 FH1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3169644030(NAD 83)
 FH1165
 FH1165|---------------------------------------------------------------------|
 FH1165| PID    Reference Object                     Distance      Geod. Az  |
 FH1165|                                                           dddmmss.s |
 FH1165| FH1166 JIM                                 APPROX. 6.4 KM 1815015.4 |
 FH1165| CI2706 OKMULGEE RM 1                        14.875 METERS 18220     |
 FH1165| CI2707 OKMULGEE RM 2                        24.937 METERS 35927     |
 FH1165|---------------------------------------------------------------------|
 FH1165
 FH1165                          SUPERSEDED SURVEY CONTROL
 FH1165
 FH1165  NAD 83(1986)-  35 36 13.22765(N)    095 57 42.28776(W) AD(       ) 2
 FH1165  NAD 27      -  35 36 12.84818(N)    095 57 41.30017(W) AD(       ) 2
 FH1165  NGVD 29 (07/19/86)  217.7    (m)          714.     (f) VERT ANG       
 FH1165
 FH1165.Superseded values are not recommended for survey control.
 FH1165
 FH1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1165.See file dsdata.pdf to determine how the superseded data were derived.
 FH1165
 FH1165_MARKER: DD = SURVEY DISK
 FH1165_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1165+WITH SETTING: INFORMATION.
 FH1165_STAMPING: ET OKMULGEE 1968
 FH1165_MARK LOGO: USGS
 FH1165_PROJECTION: FLUSH
 FH1165_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1165
 FH1165  HISTORY     - Date     Condition        Report By
 FH1165  HISTORY     - 1968     MONUMENTED       USGS
 FH1165
 FH1165                          STATION DESCRIPTION
 FH1165
 FH1165'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1165'THE STATION IS ABOUT 1.5 MI ESE. OF OKMULGEE, NEAR THE QUARTER
 FH1165'COR. BETWEEN SECS. 17 AND 18, T. 13 N., R. 13 E., ABOUT 1 FT
 FH1165'E. OF CENTER OF CENTER ISLAND ALONG U.S. HWY. 75, 51 FT S. OF TURN
 FH1165'AROUND ON TOP OF SMALL HILL.
 FH1165'
 FH1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 75 AND
 FH1165'MAIN STREET IN OKMULGEE, GO S. ON U.S. HWY. 75 FOR 1.0 MI TO
 FH1165'JUNCTION OF U.S. HWY. 75 AND STATE HWYS. 56 AND 62 E., CONTINUE
 FH1165'S. FOR 0.35 MI TO TOP OF SMALL HILL AND STATION IN CENTER ISLAND.
 FH1165'
 FH1165'STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 FH1165'ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH GRAVEL
 FH1165'TO WITHIN 1 IN. OF CAP.  STAMPED ET OKMULGEE 1968, IS 51 FT S. OF
 FH1165'CENTER OF TURN AROUND, 1 FT E. OF CENTER OF ISLAND.  THE MARK IS
 FH1165'FLUSH WITH THE GROUND.
 FH1165'
 FH1165'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1165'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 FH1165'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OKMULGEE NO 1 1968 IS
 FH1165'S. OF THE STATION IN THE CENTER OF THE ISLAND.  THE MARK IS FLUSH
 FH1165'WITH THE GROUND.
 FH1165'
 FH1165'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1165'COATED ROD SET IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 FH1165'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OKMULGEE NO 2 1968 IS
 FH1165'N. OF THE STATION, 31 FT N. OF CENTER OF TURNAROUND, NEAR THE
 FH1165'CENTER OF THE ISLAND.  THE MARK IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9441 ***********************************************************************
 DR9441  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9441  DESIGNATION -  OKNO OKRTN ARP
 DR9441  PID         -  DR9441
 DR9441  STATE/COUNTY-  OK/NOWATA
 DR9441  COUNTRY     -  US
 DR9441  USGS QUAD   -  NOWATA EAST (2019)
 DR9441
 DR9441                         *CURRENT SURVEY CONTROL
 DR9441  ______________________________________________________________________
 DR9441* NAD 83(2011) POSITION- 36 41 55.42921(N) 095 36 08.23803(W)   ADJUSTED
 DR9441* NAD 83(2011) ELLIP HT-   192.980 (meters)        (11/01/23)   ADJUSTED
 DR9441* NAD 83(2011) EPOCH   -  2010.00
 DR9441* NAVD 88 ORTHO HEIGHT -   222.36  (meters)      729.5   (feet) GPS OBS
 DR9441  ______________________________________________________________________
 DR9441  GEOID HEIGHT    -        -29.379 (meters)                     GEOID18
 DR9441  NAD 83(2011) X  -   -499,847.312 (meters)                     COMP
 DR9441  NAD 83(2011) Y  - -5,095,741.629 (meters)                     COMP
 DR9441  NAD 83(2011) Z  -  3,790,754.653 (meters)                     COMP
 DR9441  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 DR9441
 DR9441  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9441  Standards:
 DR9441         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9441            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9441  -------------------------------------------------------------------
 DR9441  NETWORK    0.10   0.22           0.04   0.04   0.11     -0.00548697
 DR9441  -------------------------------------------------------------------
 DR9441  Click here for local accuracies and other accuracy information.
 DR9441
 DR9441.The horizontal coordinates were established by GPS observations
 DR9441.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9441
 DR9441.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9441.been affixed to the stable North American tectonic plate. See 
 DR9441.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9441
 DR9441.The horizontal coordinates are valid at the epoch date displayed above
 DR9441.which is a decimal equivalence of Year/Month/Day.
 DR9441
 DR9441.The orthometric height was determined by GPS observations and a
 DR9441.high-resolution geoid model using precise GPS observation and
 DR9441.processing techniques.
 DR9441
 DR9441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9441.GEOID18 height accuracy estimate available here.
 DR9441
 DR9441.Click photographs - Photos may exist for this station.
 DR9441
 DR9441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9441
 DR9441.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9441
 DR9441.The ellipsoidal height was determined by GPS observations
 DR9441.and is referenced to NAD 83.
 DR9441
 DR9441. The following values were computed from the NAD 83(2011) position.
 DR9441
 DR9441;                    North         East     Units Scale Factor Converg.
 DR9441;SPC OK N     -   191,129.776   814,239.107   MT  0.99998831   +1 24 54.0
 DR9441;SPC OK N     -   627,064.94  2,671,382.80   sFT  0.99998831   +1 24 54.0
 DR9441;UTM  15      - 4,064,608.612   267,525.282   MT  1.00026587   -1 33 21.0
 DR9441
 DR9441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9441!SPC OK N     -   0.99996972  x   0.99998831  =   0.99995803
 DR9441!UTM  15      -   0.99996972  x   1.00026587  =   1.00023558
 DR9441
 DR9441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6752564608(NAD 83)
 DR9441
 DR9441                          SUPERSEDED SURVEY CONTROL
 DR9441
 DR9441.No superseded survey control is available for this station.
 DR9441
 DR9441_MARKER: Z = SEE DESCRIPTION
 DR9441_SP_SET: MARK IS ARP OF A NON NCN CORS
 DR9441_MARK LOGO: OKDOT
 DR9441_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9441+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 DR9441
 DR9441  HISTORY     - Date     Condition        Report By
 DR9441  HISTORY     - 20200128 MONUMENTED       OKDOT
 DR9441  HISTORY     - 20231005 GOOD             OKDOT
 DR9441  HISTORY     - 20240102 GOOD             OKDOT
 DR9441  HISTORY     - 20240605 GOOD             OKDOT
 DR9441
 DR9441                          STATION DESCRIPTION
 DR9441
 DR9441'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (BRE)
 DR9441'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF CHILDERS, 5.9
 DR9441'MI (9.5 KM) SOUTH-SOUTHEAST OF DELAWARE AND 2.0 MI (3.2 KM) EAST OF
 DR9441'NOWATA.
 DR9441'
 DR9441'TO REACH THE MARK FROM THE INTERSECTION US-60 AND US-169 GO EAST ON
 DR9441'US-60 APPROXIMATELY 1.54 MI (2.48 KM) TO THE OKDOT NOWATA COUNTY YARD.
 DR9441'THE MARK IS THE WEST SIDE OF THE BUILDING.  MARK IS APPROXIMATELY 125
 DR9441'FT (38.1 M) SOUTH OF US-60.  APPROXIMATELY 50 FT (15.2 M)
 DR9441'WEST-SOUTHWEST OF THE GATE FOR THE COUNTY YARD.
 DR9441'
 DR9441'THE MONUMENT IS A NON NCN CORS STATION THAT IS PART OF THE OKDOT RTN
 DR9441'NETWORK.  THE MONUMENT IS THE ANTENNA REFERENCE POINT OF THE GPS
 DR9441'ANTENNA.  STATION WAS MONUMENTED IN 2020 AS PART OF THE OKDOT RTN
 DR9441'NETWORK SYSTEM.
 DR9441
 DR9441                          STATION RECOVERY (2023)
 DR9441
 DR9441'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9441'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9441
 DR9441                          STATION RECOVERY (2024)
 DR9441
 DR9441'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9441'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9441
 DR9441                          STATION RECOVERY (2024)
 DR9441
 DR9441'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 DR9441'MARK RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9542 ***********************************************************************
 DR9542  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9542  DESIGNATION -  OKP1 OKRTN ARP
 DR9542  PID         -  DR9542
 DR9542  STATE/COUNTY-  OK/MAYES
 DR9542  COUNTRY     -  US
 DR9542  USGS QUAD   -  PRYOR (2019)
 DR9542
 DR9542                         *CURRENT SURVEY CONTROL
 DR9542  ______________________________________________________________________
 DR9542* NAD 83(2011) POSITION- 36 20 25.68840(N) 095 18 21.40011(W)   ADJUSTED
 DR9542* NAD 83(2011) ELLIP HT-   173.308 (meters)        (11/20/23)   ADJUSTED
 DR9542* NAD 83(2011) EPOCH   -  2010.00
 DR9542* NAVD 88 ORTHO HEIGHT -   202.48  (meters)      664.3   (feet) GPS OBS
 DR9542  ______________________________________________________________________
 DR9542  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 DR9542  NAD 83(2011) X  -   -475,671.068 (meters)                     COMP
 DR9542  NAD 83(2011) Y  - -5,121,800.857 (meters)                     COMP
 DR9542  NAD 83(2011) Z  -  3,758,792.212 (meters)                     COMP
 DR9542  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 DR9542
 DR9542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9542  Standards:
 DR9542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9542  -------------------------------------------------------------------
 DR9542  NETWORK    0.18   0.25           0.08   0.07   0.13      0.00545704
 DR9542  -------------------------------------------------------------------
 DR9542  Click here for local accuracies and other accuracy information.
 DR9542
 DR9542.The horizontal coordinates were established by GPS observations
 DR9542.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9542
 DR9542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9542.been affixed to the stable North American tectonic plate. See 
 DR9542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9542
 DR9542.The horizontal coordinates are valid at the epoch date displayed above
 DR9542.which is a decimal equivalence of Year/Month/Day.
 DR9542
 DR9542.The orthometric height was determined by GPS observations and a
 DR9542.high-resolution geoid model using precise GPS observation and
 DR9542.processing techniques.
 DR9542
 DR9542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9542.GEOID18 height accuracy estimate available here.
 DR9542
 DR9542.Click photographs - Photos may exist for this station.
 DR9542
 DR9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9542
 DR9542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9542
 DR9542.The ellipsoidal height was determined by GPS observations
 DR9542.and is referenced to NAD 83.
 DR9542
 DR9542. The following values were computed from the NAD 83(2011) position.
 DR9542
 DR9542;                    North         East     Units Scale Factor Converg.
 DR9542;SPC OK N     -   152,084.990   841,814.446   MT  0.99994995   +1 35 23.6
 DR9542;SPC OK N     -   498,965.50  2,761,852.89   sFT  0.99994995   +1 35 23.6
 DR9542;UTM  15      - 4,024,181.081   293,050.929   MT  1.00012771   -1 22 01.0
 DR9542
 DR9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9542!SPC OK N     -   0.99997280  x   0.99994995  =   0.99992275
 DR9542!UTM  15      -   0.99997280  x   1.00012771  =   1.00010051
 DR9542
 DR9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9305024181(NAD 83)
 DR9542
 DR9542                          SUPERSEDED SURVEY CONTROL
 DR9542
 DR9542.No superseded survey control is available for this station.
 DR9542
 DR9542_MARKER: Z = SEE DESCRIPTION
 DR9542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR9542_SP_SET: COLUMN
 DR9542_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9542+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DR9542
 DR9542  HISTORY     - Date     Condition        Report By
 DR9542  HISTORY     - 20200128 MONUMENTED       OKDOT
 DR9542  HISTORY     - 20231005 GOOD             OKDOT
 DR9542  HISTORY     - 20240102 GOOD             OKDOT
 DR9542  HISTORY     - 20240605 GOOD             OKDOT
 DR9542  HISTORY     - 20240827 GOOD             OKDOT
 DR9542
 DR9542                          STATION DESCRIPTION
 DR9542
 DR9542'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9542'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-NORTHWEST OF SALINA,
 DR9542'6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF ADAIR AND 2.3 MI (3.7 KM)
 DR9542'NORTH-NORTHEAST OF PRYOR.
 DR9542'
 DR9542'TO REACH THE STATION FROM THE INTERSECTION OF OK-20 AND US-69 GO NORTH
 DR9542'ON US-69 FOR APPROXIMATELY 2.4 MI (3.9 KM).
 DR9542'
 DR9542'THE STATION IS AT THE OKDOT COUNTY YARD IN PRYOR.  THE STATION IS ON
 DR9542'THE NORTHEAST CORNER OF THE BUILDING.  THE STATION IS APPROXIMATELY
 DR9542'130 FT (39.6 M) EAST OF THE CENTER OF THE NORTHBOUND LANES FROM US-69.
 DR9542'THE STATION IS APPROXIMATELY 35 FT (10.7 M) NORTHWEST OF THE NORTHEAST
 DR9542'CORNER OF THE BUILDING.
 DR9542'
 DR9542'THE MONUMENT IS A NON NCN CORS STATION THAT IS PART OF THE OKDOT RTN
 DR9542'NETWORK.  THE MONUMENT IS THE ANTENNA REFERENCE POINT OF THE GPS
 DR9542'ANTENNA.  STATION WAS MONUMENTED IN 2020 AS PART OF THE OKDOT RTN
 DR9542'NETWORK SYSTEM.
 DR9542
 DR9542                          STATION RECOVERY (2024)
 DR9542
 DR9542'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9542'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9542
 DR9542                          STATION RECOVERY (2024)
 DR9542
 DR9542'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (KAR)
 DR9542'MARK RECOVERED IN GOOD CONDITION.
 DR9542
 DR9542                          STATION RECOVERY (2024)
 DR9542
 DR9542'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9542'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9675 ***********************************************************************
 DR9675  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9675  DESIGNATION -  OKSA SAYRE CORS ARP
 DR9675  CORS_ID     -  OKSA
 DR9675  PID         -  DR9675
 DR9675  STATE/COUNTY-  OK/BECKHAM
 DR9675  COUNTRY     -  US
 DR9675  USGS QUAD   -  DELHI (2018)
 DR9675
 DR9675                         *CURRENT SURVEY CONTROL
 DR9675  ______________________________________________________________________
 DR9675* NAD 83(2011) POSITION- 35 14 56.85731(N) 099 39 11.86978(W)   ADJUSTED
 DR9675* NAD 83(2011) ELLIP HT-   550.826 (meters)        (06/??/25)   ADJUSTED
 DR9675* NAD 83(2011) EPOCH   -  2010.00
 DR9675  ______________________________________________________________________
 DR9675  GEOID HEIGHT    -        -26.656 (meters)                     GEOID18
 DR9675  NAD 83(2011) X  -   -874,477.477 (meters)                     COMP
 DR9675  NAD 83(2011) Y  - -5,141,132.966 (meters)                     COMP
 DR9675  NAD 83(2011) Z  -  3,660,790.705 (meters)                     COMP
 DR9675
 DR9675.Formal positional accuracy estimates are not available for this CORS
 DR9675.because its coordinates were determined in part using modeled velocities.
 DR9675.A time-series residual plot is available that shows daily coordinate
 DR9675.variations relative to the published coordinates and modeled velocities.
 DR9675.Large residuals may indicate a potential error in the modeled velocities.
 DR9675
 DR9675.Residual plot at:
 DR9675.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKSA.
 DR9675
 DR9675.The coordinates were established by GPS observations
 DR9675.and adjusted by the National Geodetic Survey in June 2025.
 DR9675
 DR9675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9675.been affixed to the stable North American Tectonic Plate. 
 DR9675
 DR9675.The coordinates are valid at the epoch date displayed above
 DR9675.which is a decimal equivalence of Year/Month/Day.
 DR9675
 DR9675.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR9675.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR9675.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR9675.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR9675.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR9675.published epoch of 2010.00.
 DR9675
 DR9675.Additional information on MYCS is available at:
 DR9675.https://geodesy.noaa.gov/CORS/index.shtml
 DR9675
 DR9675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9675.GEOID18 height accuracy estimate available here.
 DR9675
 DR9675.The PID for the CORS L1 Phase Center is DR9676.
 DR9675
 DR9675.Click photographs - Photos may exist for this station.
 DR9675
 DR9675.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9675
 DR9675.The ellipsoidal height was determined by GPS observations
 DR9675.and is referenced to NAD 83.
 DR9675
 DR9675. The following values were computed from the NAD 83(2011) position.
 DR9675
 DR9675;                    North         East     Units Scale Factor Converg.
 DR9675;SPC OK S     -   213,745.769   449,538.645   MT  1.00000316   -0 56 18.4
 DR9675;SPC OK S     -   701,264.24  1,474,861.37   sFT  1.00000316   -0 56 18.4
 DR9675;UTM  14      - 3,900,866.432   440,566.366   MT  0.99964353   -0 22 37.4
 DR9675
 DR9675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9675!SPC OK S     -   0.99991355  x   1.00000316  =   0.99991671
 DR9675!UTM  14      -   0.99991355  x   0.99964353  =   0.99955711
 DR9675
 DR9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4056600866(NAD 83)
 DR9675
 DR9675                          SUPERSEDED SURVEY CONTROL
 DR9675
 DR9675  NAD 83(2011)-  35 14 56.85748(N)    099 39 11.86951(W) AD(2010.00) c
 DR9675  ELLIP H (02/??/24)  550.828  (m)                       GP(2010.00) c c
 DR9675
 DR9675.Superseded values are not recommended for survey control.
 DR9675
 DR9675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9675.See file dsdata.pdf to determine how the superseded data were derived.
 DR9675
 DR9675_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR9675
 DR9675                          STATION DESCRIPTION
 DR9675
 DR9675'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR9675'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR9675'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR9675'AND LOG FILES ACCESSIBLE AT:
 DR9675'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9677 ***********************************************************************
 DR9677  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR9677  DESIGNATION -  OKSA SAYRE CORS GRP
 DR9677  CORS_ID     -  OKSA
 DR9677  PID         -  DR9677
 DR9677  STATE/COUNTY-  OK/BECKHAM
 DR9677  COUNTRY     -  US
 DR9677  USGS QUAD   -  DELHI (2018)
 DR9677
 DR9677                         *CURRENT SURVEY CONTROL
 DR9677  ______________________________________________________________________
 DR9677* NAD 83(2011) POSITION- 35 14 56.85731(N) 099 39 11.86978(W)   ADJUSTED
 DR9677* NAD 83(2011) ELLIP HT-   550.791 (meters)        (06/??/25)   ADJUSTED
 DR9677* NAD 83(2011) EPOCH   -  2010.00
 DR9677  ______________________________________________________________________
 DR9677  GEOID HEIGHT    -        -26.656 (meters)                     GEOID18
 DR9677  NAD 83(2011) X  -   -874,477.472 (meters)                     COMP
 DR9677  NAD 83(2011) Y  - -5,141,132.937 (meters)                     COMP
 DR9677  NAD 83(2011) Z  -  3,660,790.685 (meters)                     COMP
 DR9677  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 DR9677
 DR9677.Formal positional accuracy estimates are not available for this CORS
 DR9677.because its coordinates were determined in part using modeled velocities.
 DR9677.A time-series residual plot is available that shows daily coordinate
 DR9677.variations relative to the published coordinates and modeled velocities.
 DR9677.Large residuals may indicate a potential error in the modeled velocities.
 DR9677
 DR9677.Residual plot at:
 DR9677.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=OKSA.
 DR9677
 DR9677.The horizontal coordinates were established by GPS observations
 DR9677.and adjusted by the National Geodetic Survey in June 2025.
 DR9677
 DR9677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9677.been affixed to the stable North American Tectonic Plate. 
 DR9677
 DR9677.The horizontal coordinates are valid at the epoch date displayed above
 DR9677.which is a decimal equivalence of Year/Month/Day.
 DR9677
 DR9677.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR9677.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR9677.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR9677.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR9677.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR9677.published epoch of 2010.00.
 DR9677
 DR9677.Additional information on MYCS is available at:
 DR9677.https://geodesy.noaa.gov/CORS/index.shtml
 DR9677
 DR9677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9677.GEOID18 height accuracy estimate available here.
 DR9677
 DR9677.Click photographs - Photos may exist for this station.
 DR9677
 DR9677.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR9677
 DR9677.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9677
 DR9677.The ellipsoidal height was determined by GPS observations
 DR9677.and is referenced to NAD 83.
 DR9677
 DR9677. The following values were computed from the NAD 83(2011) position.
 DR9677
 DR9677;                    North         East     Units Scale Factor Converg.
 DR9677;SPC OK S     -   213,745.769   449,538.645   MT  1.00000316   -0 56 18.4
 DR9677;SPC OK S     -   701,264.24  1,474,861.37   sFT  1.00000316   -0 56 18.4
 DR9677;UTM  14      - 3,900,866.432   440,566.366   MT  0.99964353   -0 22 37.4
 DR9677
 DR9677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9677!SPC OK S     -   0.99991355  x   1.00000316  =   0.99991671
 DR9677!UTM  14      -   0.99991355  x   0.99964353  =   0.99955711
 DR9677
 DR9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4056600866(NAD 83)
 DR9677
 DR9677                          SUPERSEDED SURVEY CONTROL
 DR9677
 DR9677  NAD 83(2011)-  35 14 56.85748(N)    099 39 11.86951(W) AD(2010.00) A
 DR9677  ELLIP H (02/??/24)  550.793  (m)                       GP(2010.00) 4 1
 DR9677
 DR9677.Superseded values are not recommended for survey control.
 DR9677
 DR9677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR9677.See file dsdata.pdf to determine how the superseded data were derived.
 DR9677
 DR9677_STAMPING: UNKNOWN
 DR9677
 DR9677                          STATION DESCRIPTION
 DR9677
 DR9677'THIS MONUMENT IS ASSOCIATED WITH STATION 'OKSA'
 DR9677'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DR9677'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DR9677'AND LOG FILES ACCESSIBLE AT:
 DR9677'https://geodesy.noaa.gov/CORS/index.shtml
 DR9677'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9160 ***********************************************************************
 DR9160  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9160  DESIGNATION -  OKWG OKRTN ARP
 DR9160  PID         -  DR9160
 DR9160  STATE/COUNTY-  OK/WAGONER
 DR9160  COUNTRY     -  US
 DR9160  USGS QUAD   -  WAGONER WEST (2018)
 DR9160
 DR9160                         *CURRENT SURVEY CONTROL
 DR9160  ______________________________________________________________________
 DR9160* NAD 83(2011) POSITION- 35 56 36.14115(N) 095 23 44.46917(W)   ADJUSTED
 DR9160* NAD 83(2011) ELLIP HT-   150.269 (meters)        (07/03/23)   ADJUSTED
 DR9160* NAD 83(2011) EPOCH   -  2010.00
 DR9160* NAVD 88 ORTHO HEIGHT -   179.58  (meters)      589.2   (feet) GPS OBS
 DR9160  ______________________________________________________________________
 DR9160  GEOID HEIGHT    -        -29.307 (meters)                     GEOID18
 DR9160  NAD 83(2011) X  -   -486,134.670 (meters)                     COMP
 DR9160  NAD 83(2011) Y  - -5,146,903.965 (meters)                     COMP
 DR9160  NAD 83(2011) Z  -  3,723,194.764 (meters)                     COMP
 DR9160  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 DR9160
 DR9160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9160  Standards:
 DR9160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9160  -------------------------------------------------------------------
 DR9160  NETWORK    0.10   0.22           0.04   0.04   0.11      0.00081127
 DR9160  -------------------------------------------------------------------
 DR9160  Click here for local accuracies and other accuracy information.
 DR9160
 DR9160.The horizontal coordinates were established by GPS observations
 DR9160.and adjusted by the OK DEPT OF TRANSP in July 2023.
 DR9160
 DR9160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9160.been affixed to the stable North American tectonic plate. See 
 DR9160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9160
 DR9160.The horizontal coordinates are valid at the epoch date displayed above
 DR9160.which is a decimal equivalence of Year/Month/Day.
 DR9160
 DR9160.The orthometric height was determined by GPS observations and a
 DR9160.high-resolution geoid model using precise GPS observation and
 DR9160.processing techniques.
 DR9160
 DR9160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9160.GEOID18 height accuracy estimate available here.
 DR9160
 DR9160.Click photographs - Photos may exist for this station.
 DR9160
 DR9160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9160
 DR9160.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9160
 DR9160.The ellipsoidal height was determined by GPS observations
 DR9160.and is referenced to NAD 83.
 DR9160
 DR9160. The following values were computed from the NAD 83(2011) position.
 DR9160
 DR9160;                    North         East     Units Scale Factor Converg.
 DR9160;SPC OK N     -   107,820.885   834,943.104   MT  0.99995301   +1 32 12.9
 DR9160;SPC OK N     -   353,742.35  2,739,309.17   sFT  0.99995301   +1 32 12.9
 DR9160;UTM  15      - 3,980,320.380   283,908.525   MT  1.00017542   -1 24 24.4
 DR9160
 DR9160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9160!SPC OK N     -   0.99997642  x   0.99995301  =   0.99992943
 DR9160!UTM  15      -   0.99997642  x   1.00017542  =   1.00015183
 DR9160
 DR9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8390880320(NAD 83)
 DR9160
 DR9160                          SUPERSEDED SURVEY CONTROL
 DR9160
 DR9160.No superseded survey control is available for this station.
 DR9160
 DR9160_MARKER: Z = SEE DESCRIPTION
 DR9160_SP_SET: MARK IS ARP OF A NON NCN CORS
 DR9160_MARK LOGO: OKDOT
 DR9160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9160+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DR9160
 DR9160  HISTORY     - Date     Condition        Report By
 DR9160  HISTORY     - 20200128 MONUMENTED       OKDOT
 DR9160  HISTORY     - 20221026 GOOD             OKDOT
 DR9160  HISTORY     - 20231005 GOOD             OKDOT
 DR9160  HISTORY     - 20231011 GOOD             OKDOT
 DR9160  HISTORY     - 20240102 GOOD             OKDOT
 DR9160  HISTORY     - 20240827 GOOD             OKDOT
 DR9160
 DR9160                          STATION DESCRIPTION
 DR9160
 DR9160'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 DR9160'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DR9160'NEODESHA, 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF ROCKY POINT AND 1.9 MI
 DR9160'(3.1 KM) SOUTHWEST OF WAGONER.
 DR9160'
 DR9160'THE STATION IS APPROXIMATELY 340 FT (103.6 M) SOUTH OF SOUTHWEST 15TH
 DR9160'ST AND APPROXIMATELY 130 FT (39.6 M) WEST OF U.S. HIGHWAY 69.  THE
 DR9160'MARK IS LOCATED ON THE NORTHEAST CORNER OF THE BUILDING FOR THE
 DR9160'OKLAHOMA DEPARTMENT OF TRANSPORTATION WAGONER COUNTY YARD.
 DR9160'
 DR9160'THE MONUMENT IS A NON NCN CORS STATION THAT IS PART OF THE OKDOT RTN
 DR9160'NETWORK.  THE MONUMENT IS THE ANTENNA REFERENCE POINT OF THE GPS
 DR9160'ANTENNA.  STATION WAS MONUMENTED IN 2020 AS PART OF THE OKDOT RTN
 DR9160'NETWORK SYSTEM (BRE).
 DR9160
 DR9160                          STATION RECOVERY (2023)
 DR9160
 DR9160'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9160'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9160
 DR9160                          STATION RECOVERY (2023)
 DR9160
 DR9160'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9160'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9160
 DR9160                          STATION RECOVERY (2024)
 DR9160
 DR9160'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9160'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 DR9160
 DR9160                          STATION RECOVERY (2024)
 DR9160
 DR9160'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1066 ***********************************************************************
 FJ1066  DESIGNATION -  OLD BDRY POST OKLA IND TERR
 FJ1066  PID         -  FJ1066
 FJ1066  STATE/COUNTY-  OK/GRADY
 FJ1066  COUNTRY     -  US
 FJ1066  USGS QUAD   -  MINCO (2018)
 FJ1066
 FJ1066                         *CURRENT SURVEY CONTROL
 FJ1066  ______________________________________________________________________
 FJ1066* NAD 83(1993) POSITION- 35 16 34.33396(N) 097 57 44.66555(W)   ADJUSTED
 FJ1066* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) VERTCON3
 FJ1066  ______________________________________________________________________
 FJ1066  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 FJ1066  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 FJ1066  HORZ ORDER      -  THIRD
 FJ1066
 FJ1066.The horizontal coordinates were established by classical geodetic methods
 FJ1066.and adjusted by the National Geodetic Survey in November 1994.
 FJ1066
 FJ1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1066
 FJ1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1066.GEOID18 height accuracy estimate available here.
 FJ1066
 FJ1066.Click photographs - Photos may exist for this station.
 FJ1066
 FJ1066.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1066
 FJ1066. The following values were computed from the NAD 83(1993) position.
 FJ1066
 FJ1066;                    North         East     Units Scale Factor Converg.
 FJ1066;SPC OK S     -   215,518.255   603,420.245   MT  1.00000875   +0 01 16.8
 FJ1066;SPC OK S     -   707,079.47  1,979,721.25   sFT  1.00000875   +0 01 16.8
 FJ1066;UTM  14      - 3,904,167.212   594,364.543   MT  0.99970974   +0 35 57.4
 FJ1066
 FJ1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1066!SPC OK S     -   0.99993765  x   1.00000875  =   0.99994640
 FJ1066!UTM  14      -   0.99993765  x   0.99970974  =   0.99964741
 FJ1066
 FJ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9436404167(NAD 83)
 FJ1066
 FJ1066                          SUPERSEDED SURVEY CONTROL
 FJ1066
 FJ1066  NAD 83(1986)-  35 16 34.33888(N)    097 57 44.64886(W) AD(       ) 3
 FJ1066  NAD 27      -  35 16 34.12000(N)    097 57 43.48000(W) AD(       ) 3
 FJ1066  NGVD 29 (07/19/86)  424.     (m)         1391.     (f) VERT ANG       
 FJ1066
 FJ1066.Superseded values are not recommended for survey control.
 FJ1066
 FJ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1066.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1066
 FJ1066_MARKER: 71 = BOUNDARY MONUMENT
 FJ1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1066
 FJ1066  HISTORY     - Date     Condition        Report By
 FJ1066  HISTORY     - 1902     FIRST OBSERVED   CGS
 FJ1066  HISTORY     - 1934     MARK NOT FOUND   CGS
 FJ1066
 FJ1066                          STATION DESCRIPTION
 FJ1066
 FJ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 FJ1066'A COTTONWOOD POST (SEE DESCRIPTION OF STATION CARSON).
 FJ1066
 FJ1066                          STATION RECOVERY (1934)
 FJ1066
 FJ1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1066'NOT RECOVERED.  A COTTONWOOD POSTS LIFE IN THE GROUND IS
 FJ1066'COMPARATIVELY SHORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0766 ***********************************************************************
 GH0766  DESIGNATION -  OLIVE
 GH0766  PID         -  GH0766
 GH0766  STATE/COUNTY-  OK/GARFIELD
 GH0766  COUNTRY     -  US
 GH0766  USGS QUAD   -  COVINGTON (2018)
 GH0766
 GH0766                         *CURRENT SURVEY CONTROL
 GH0766  ______________________________________________________________________
 GH0766* NAD 83(1993) POSITION- 36 20 49.92804(N) 097 31 47.73285(W)   ADJUSTED
 GH0766* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 GH0766  ______________________________________________________________________
 GH0766  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 GH0766  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 GH0766  HORZ ORDER      -  SECOND
 GH0766
 GH0766.The horizontal coordinates were established by classical geodetic methods
 GH0766.and adjusted by the National Geodetic Survey in November 1994.
 GH0766
 GH0766.The orthometric height was scaled from a topographic map.
 GH0766
 GH0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0766.GEOID18 height accuracy estimate available here.
 GH0766
 GH0766.Click photographs - Photos may exist for this station.
 GH0766
 GH0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0766
 GH0766. The following values were computed from the NAD 83(1993) position.
 GH0766
 GH0766;                    North         East     Units Scale Factor Converg.
 GH0766;SPC OK N     -   149,579.012   642,194.800   MT  0.99995031   +0 16 38.7
 GH0766;SPC OK N     -   490,743.81  2,106,934.11   sFT  0.99995031   +0 16 38.7
 GH0766;UTM  14      - 4,023,462.500   631,915.430   MT  0.99981440   +0 52 17.1
 GH0766
 GH0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0766!SPC OK N     -   0.99994869  x   0.99995031  =   0.99989900
 GH0766!UTM  14      -   0.99994869  x   0.99981440  =   0.99976310
 GH0766
 GH0766:                Primary Azimuth Mark                     Grid Az
 GH0766:SPC OK N     -  OLIVE AZ MK                              267 03 13.2
 GH0766:UTM  14      -  OLIVE AZ MK                              266 27 34.8
 GH0766
 GH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3191523462(NAD 83)
 GH0766
 GH0766|---------------------------------------------------------------------|
 GH0766| PID    Reference Object                     Distance      Geod. Az  |
 GH0766|                                                           dddmmss.s |
 GH0766| CL5906 OLIVE RM 1                           30.654 METERS 14706     |
 GH0766| CL5907 OLIVE RM 2                            7.801 METERS 25911     |
 GH0766| CL5905 OLIVE AZ MK                                        2671951.9 |
 GH0766|---------------------------------------------------------------------|
 GH0766
 GH0766                          SUPERSEDED SURVEY CONTROL
 GH0766
 GH0766  NAD 83(1986)-  36 20 49.93656(N)    097 31 47.72073(W) AD(       ) 2
 GH0766  NAD 27      -  36 20 49.80946(N)    097 31 46.54974(W) AD(       ) 2
 GH0766
 GH0766.Superseded values are not recommended for survey control.
 GH0766
 GH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0766.See file dsdata.pdf to determine how the superseded data were derived.
 GH0766
 GH0766_MARKER: DS = TRIANGULATION STATION DISK
 GH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0766_STAMPING: OLIVE 1963
 GH0766_MARK LOGO: CGS
 GH0766_PROJECTION: RECESSED 41 CENTIMETERS
 GH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0766+STABILITY: SURFACE MOTION
 GH0766
 GH0766  HISTORY     - Date     Condition        Report By
 GH0766  HISTORY     - 1963     MONUMENTED       CGS
 GH0766  HISTORY     - 1971     GOOD             OKDH
 GH0766  HISTORY     - 19880531 GOOD             OKDOT
 GH0766
 GH0766                          STATION DESCRIPTION
 GH0766
 GH0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0766'THE STATION IS ABOUT 6-1/4 MILES SOUTH AND 2-3/4 MILES EAST
 GH0766'OF GARBER, 2-3/4 MILES NORTH AND 3 MILES EAST OF COVINGTON
 GH0766'AND 0.1 MILE SOUTH OF THE FARM HOME OF MRS. ROY ORSBORN WHO
 GH0766'OWNS THE LAND.
 GH0766'
 GH0766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GH0766'AND STATE HIGHWAYS 15 AND 74 ABOUT 3-1/4 MILES SOUTH OF
 GH0766'GARBER, GO SOUTH ON HIGHWAYS 15 AND 74 FOR 3.0 MILES TO A
 GH0766'CROSSROADS AT A FARM HOUSE ON THE RIGHT.  TURN LEFT AND GO
 GH0766'EAST FOR 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GH0766'EAST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 GH0766'
 GH0766'THE STATION MARK IS A STANDARD DISK, STAMPED OLIVE 1963,
 GH0766'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 16 INCHES
 GH0766'BELOW THE GROUND SURFACE.  IT IS 16.9 FEET NORTH OF AN EAST-WEST
 GH0766'FENCE, 18.6 FEET WEST OF A NORTH-SOUTH FENCE, 17.5 FEET
 GH0766'NORTH-NORTHWEST OF A TELEPHONE LINE POLE, 24.5 FEET SOUTHWEST
 GH0766'OF ANOTHER TELEPHONE LINE POLE, 49.9 FEET NORTH OF THE
 GH0766'CENTERLINE OF THE MAIN ROAD, 32.8 FEET WEST OF THE CENTERLINE OF
 GH0766'THE DRIVEWAY LEADING TO THE HOUSE, 85.4 FEET NORTHEAST
 GH0766'OF A WITNESS POST AND 97.7 FEET NORTHWEST OF A
 GH0766'POWERLINE POLE.
 GH0766'
 GH0766'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OLIVE NO 1 1963,
 GH0766'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0766'2 INCHES.  IT IS 1 FOOT NORTH OF THE EAST-WEST FENCE, 3
 GH0766'FEET EAST-SOUTHEAST OF THE POWERLINE POLE AND 33.6 FEET SOUTH
 GH0766'OF THE CENTERLINE OF THE ROAD.
 GH0766'
 GH0766'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OLIVE NO 2
 GH0766'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0766'WITH THE GROUND.  IT IS 1 FOOT NORTH OF THE WITNESS POST,
 GH0766'1 FOOT NORTH OF AN EAST-WEST FENCE, 34.3 FEET NORTH OF THE
 GH0766'CENTERLINE OF THE ROAD, 113.9 FEET WEST OF THE CENTERLINE
 GH0766'OF THE DRIVEWAY AND ABOUT 3 FEET HIGHER THAN THE STATION.
 GH0766'
 GH0766'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OLIVE 1963, SET
 GH0766'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 GH0766'INCHES.  IT IS 1 FOOT NORTH OF A EAST-WEST FENCE, 2.7 FEET
 GH0766'SOUTH OF A WITNESS POST, 39.4 FEET SOUTH OF THE CENTERLINE
 GH0766'OF THE ROAD, 7.0 FEET SOUTH OF A TELEPHONE LINE POLE AND
 GH0766'74.7 FEET SOUTHWEST OF A T-JUNCTION OF FENCE LINES.
 GH0766'
 GH0766'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GH0766
 GH0766                          STATION RECOVERY (1971)
 GH0766
 GH0766'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (BEG)
 GH0766'OLIVE 1963, GOOD.
 GH0766'
 GH0766'ALL REF. MARKS ARE AS DESCRIBED ON USC AND GS DESCRIPTION
 GH0766'SHEET.  THIS STATION IS 16 IN BELOW THE GROUND SURFACE.  NO
 GH0766'WITNESS WAS SET DUE TO CULTIVATION.
 GH0766
 GH0766                          STATION RECOVERY (1988)
 GH0766
 GH0766'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (LEH)
 GH0766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0954 ***********************************************************************
 GH0954  DESIGNATION -  OLIVE
 GH0954  PID         -  GH0954
 GH0954  STATE/COUNTY-  OK/CREEK
 GH0954  COUNTRY     -  US
 GH0954  USGS QUAD   -  OLIVE (2018)
 GH0954
 GH0954                         *CURRENT SURVEY CONTROL
 GH0954  ______________________________________________________________________
 GH0954* NAD 83(1993) POSITION- 36 01 06.11825(N) 096 28 21.22683(W)   ADJUSTED
 GH0954* NAVD 88 ORTHO HEIGHT -   287.8   (meters)      944.    (feet) VERTCON3
 GH0954  ______________________________________________________________________
 GH0954  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GH0954  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 GH0954  HORZ ORDER      -  SECOND
 GH0954
 GH0954.The horizontal coordinates were established by classical geodetic methods
 GH0954.and adjusted by the National Geodetic Survey in November 1994.
 GH0954
 GH0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0954
 GH0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0954.GEOID18 height accuracy estimate available here.
 GH0954
 GH0954.Click photographs - Photos may exist for this station.
 GH0954
 GH0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0954
 GH0954. The following values were computed from the NAD 83(1993) position.
 GH0954
 GH0954;                    North         East     Units Scale Factor Converg.
 GH0954;SPC OK N     -   114,073.382   737,674.680   MT  0.99994878   +0 54 05.1
 GH0954;SPC OK N     -   374,255.75  2,420,187.68   sFT  0.99994878   +0 54 05.1
 GH0954;UTM  14      - 3,988,940.710   727,762.035   MT  1.00023925   +1 29 12.8
 GH0954
 GH0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0954!SPC OK N     -   0.99995928  x   0.99994878  =   0.99990806
 GH0954!UTM  14      -   0.99995928  x   1.00023925  =   1.00019852
 GH0954
 GH0954:                Primary Azimuth Mark                     Grid Az
 GH0954:SPC OK N     -  KAMO SAPULPA COMM TOWER                  342 03 25.0
 GH0954:UTM  14      -  KAMO SAPULPA COMM TOWER                  341 28 17.3
 GH0954
 GH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2776288940(NAD 83)
 GH0954
 GH0954|---------------------------------------------------------------------|
 GH0954| PID    Reference Object                     Distance      Geod. Az  |
 GH0954|                                                           dddmmss.s |
 GH0954| CI2709 OLIVE RM 2                           12.192 METERS 14234     |
 GH0954| CI2708 OLIVE RM 1                           10.585 METERS 23030     |
 GH0954| CJ7857 KAMO SAPULPA COMM TOWER                            3425730.1 |
 GH0954|---------------------------------------------------------------------|
 GH0954
 GH0954                          SUPERSEDED SURVEY CONTROL
 GH0954
 GH0954  NAD 83(1986)-  36 01 06.13372(N)    096 28 21.20862(W) AD(       ) 2
 GH0954  NAD 27      -  36 01 05.87982(N)    096 28 20.15777(W) AD(       ) 2
 GH0954  NGVD 29 (07/19/86)  287.7    (m)          944.     (f) VERT ANG       
 GH0954
 GH0954.Superseded values are not recommended for survey control.
 GH0954
 GH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0954.See file dsdata.pdf to determine how the superseded data were derived.
 GH0954
 GH0954_MARKER: DD = SURVEY DISK
 GH0954_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0954+WITH SETTING: INFORMATION.
 GH0954_STAMPING: ET OLIVE 1970
 GH0954_MARK LOGO: USGS
 GH0954_PROJECTION: FLUSH
 GH0954_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0954
 GH0954  HISTORY     - Date     Condition        Report By
 GH0954  HISTORY     - 1970     MONUMENTED       USGS
 GH0954
 GH0954                          STATION DESCRIPTION
 GH0954
 GH0954'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 GH0954'THE STATION IS ABOUT 1.7 MI SSE. OF THE COMMUNITY OF OLIVE, AND
 GH0954'ABOUT 7.5 MI ENE. OF DRUMRIGHT, ABOUT 300 FT N. AND ABOUT 0.25
 GH0954'MI E. OF THE COR. OF SECS. 20, 21, 28 AND 29.  T. 18 N., R. 8 E.,
 GH0954'ON TOP OF A PROMINENT HILL IN PASTURE LAND OWNED BY PAT BADGER OF
 GH0954'DRUMRIGHT.
 GH0954'
 GH0954'TO REACH THE STATION FROM THE JCT. OF ST. HWYS. 33 AND 99 AT THE
 GH0954'E. EDGE OF DRUMRIGHT, GO E. ON ST. HWY. 33 FOR ABOUT 6.2 MI TO A
 GH0954'CROSSROADS, TURN LEFT AND GO N. FOR 1.0 MI TO DRIVES E.-W.  TURN
 GH0954'RIGHT THROUGH CATTLEGUARD AND FOLLOW DRIVE E. FOR ABOUT 0.25 MI TO
 GH0954'A PROMINENT KNOLL ON THE LEFT AND THE STATION ON TOP.
 GH0954'
 GH0954'THE STATION MARK, STAMPED ET OLIVE 1970 IS 314 FT N. CENTER
 GH0954'E.-W. DRIVE AND 260 FT W. OF A N.-S. FENCE LINE.
 GH0954'
 GH0954'REFERENCE MARK NO. 1, STAMPED OLIVE NO 1 1970 IS SW. OF THE
 GH0954'STATION, 295 FT N. CENTER OF E.-W. DRIVE AND 285 FT W. OF A
 GH0954'N.-S. FENCE LINE.
 GH0954'
 GH0954'REFERENCE MARK NO. 2, STAMPED OLIVE NO 2 1970 IS SE. OF THE
 GH0954'STATION, 280 FT N. CENTER E.-W. DRIVE AND 235 FT W. OF A N.-S. FENCE
 GH0954'LINE.
 GH0954'
 GH0954'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 GH0954'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 GH0954'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 GH0954'GROUND.
 GH0954'
 GH0954'NO AZIMUTH MARK WAS SET.
 GH0954'
 GH0954'REFERENCE AZIMUTH USED - KAMO ELECTRIC SAPULPA COMMUNICATIONS
 GH0954'TOWER - CENTER RED LIGHT ON TOWER, T. 19 N., R. 8 E., ABOUT 0.25
 GH0954'MI N. AND ABOUT 275 FT W. OF THE COR. OF SECS. 5, 6, 31 AND 32.
 GH0954'
 GH0954'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0711 ***********************************************************************
 EL0711  DESIGNATION -  OLIVER
 EL0711  PID         -  EL0711
 EL0711  STATE/COUNTY-  OK/COAL
 EL0711  COUNTRY     -  US
 EL0711  USGS QUAD   -  TUPELO NE (2018)
 EL0711
 EL0711                         *CURRENT SURVEY CONTROL
 EL0711  ______________________________________________________________________
 EL0711* NAD 83(1993) POSITION- 34 39 33.65827(N) 096 16 20.67518(W)   ADJUSTED
 EL0711* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 EL0711  ______________________________________________________________________
 EL0711  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 EL0711  LAPLACE CORR    -         -7.02  (seconds)                    DEFLEC18
 EL0711  HORZ ORDER      -  THIRD
 EL0711
 EL0711.The horizontal coordinates were established by classical geodetic methods
 EL0711.and adjusted by the National Geodetic Survey in November 1994.
 EL0711
 EL0711.The orthometric height was scaled from a topographic map.
 EL0711
 EL0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0711.GEOID18 height accuracy estimate available here.
 EL0711
 EL0711.Click photographs - Photos may exist for this station.
 EL0711
 EL0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0711
 EL0711. The following values were computed from the NAD 83(1993) position.
 EL0711
 EL0711;                    North         East     Units Scale Factor Converg.
 EL0711;SPC OK S     -   148,441.357   758,341.609   MT  0.99993680   +0 58 50.2
 EL0711;SPC OK S     -   487,011.35  2,487,992.43   sFT  0.99993680   +0 58 50.2
 EL0711;UTM  14      - 3,838,652.357   749,957.830   MT  1.00037015   +1 33 07.1
 EL0711
 EL0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0711!SPC OK S     -   0.99996558  x   0.99993680  =   0.99990238
 EL0711!UTM  14      -   0.99996558  x   1.00037015  =   1.00033571
 EL0711
 EL0711:                Primary Azimuth Mark                     Grid Az
 EL0711:SPC OK S     -  OLIVER AZ MK                             160 30 39.3
 EL0711:UTM  14      -  OLIVER AZ MK                             159 56 22.4
 EL0711
 EL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4995738652(NAD 83)
 EL0711
 EL0711|---------------------------------------------------------------------|
 EL0711| PID    Reference Object                     Distance      Geod. Az  |
 EL0711|                                                           dddmmss.s |
 EL0711| CY2715 OLIVER RM 1                           7.549 METERS 05227     |
 EL0711| CY2716 OLIVER RM 2                           5.350 METERS 14258     |
 EL0711| CY2714 OLIVER AZ MK                                       1612929.5 |
 EL0711|---------------------------------------------------------------------|
 EL0711
 EL0711                          SUPERSEDED SURVEY CONTROL
 EL0711
 EL0711  NAD 83(1986)-  34 39 33.66194(N)    096 16 20.66707(W) AD(       ) 3
 EL0711  NAD 27      -  34 39 33.32590(N)    096 16 19.66890(W) AD(       ) 3
 EL0711
 EL0711.Superseded values are not recommended for survey control.
 EL0711
 EL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0711.See file dsdata.pdf to determine how the superseded data were derived.
 EL0711
 EL0711_MARKER: DS = TRIANGULATION STATION DISK
 EL0711_SETTING: 66 = SET IN ROCK OUTCROP
 EL0711_STAMPING: OLIVER 1955
 EL0711_MARK LOGO: CGS
 EL0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0711+STABILITY: POSITION/ELEVATION WELL
 EL0711
 EL0711  HISTORY     - Date     Condition        Report By
 EL0711  HISTORY     - 1955     MONUMENTED       CGS
 EL0711  HISTORY     - 1970     SEE DESCRIPTION  OKDH
 EL0711  HISTORY     - 1971     SEE DESCRIPTION  NGS
 EL0711
 EL0711                          STATION DESCRIPTION
 EL0711
 EL0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0711'THE STATION IS LOCATED ON THE SOUTH END OF A PROMINENT WOODED HILL
 EL0711'THAT IS ON THE WEST SIDE OF U.S. HIGHWAY 75, ABOUT 9 MILES
 EL0711'NORTHEAST OF TUPELO AND 9 MILES NORTH-NORTHWEST OF COALGATE.
 EL0711'
 EL0711'THE STATION MARK IS A STANDARD DISK STAMPED OLIVER 1955 SET
 EL0711'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT IS FLUSH WITH
 EL0711'THE GROUND.  THE MARK IS 6.5 FEET WEST OF A TREE WITH A
 EL0711'TRIANGLE BLAZE ON IT.
 EL0711'
 EL0711'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OLIVER
 EL0711'NO 1 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 EL0711'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK
 EL0711'IS THE SAME ELEVATION AS THE STATION.
 EL0711'
 EL0711'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OLIVER
 EL0711'NO 2 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 EL0711'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  THE MARK IS THE SAME
 EL0711'ELEVATION AS THE STATION.
 EL0711'
 EL0711'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OLIVER 1955 SET
 EL0711'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0711'3 INCHES ABOVE THE GROUND.  THE MARK IS 78.0 FEET EAST OF
 EL0711'THE CENTERLINE OF U.S. HIGHWAY 75, 4.0 FEET NORTH OF A WHITE
 EL0711'WITNESS POST AND 14 INCHES WEST OF A NORTH-SOUTH FENCELINE.
 EL0711'
 EL0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 EL0711'AND STATE HIGHWAY 3 ABOUT 3.5 MILES NORTHWEST OF COALGATE
 EL0711'GO NORTHERLY ON U.S. HIGHWAY 75 FOR 5.45 MILES TO THE AZIMUTH
 EL0711'MARK ON THE RIGHT.  FROM THE AZIMUTH MARK CONTINUE NORTH ON
 EL0711'U.S. HIGHWAY 75 FOR 0.2 MILE TO THE C.H. POULTER GROCERY
 EL0711'STORE AND SERVICE STATION ON THE LEFT.  CONTINUE NORTH ON
 EL0711'THE HIGHWAY FOR 0.2 MILE TO A BOARD GATE AND AN OLD SAWMILL ON
 EL0711'THE LEFT.  TURN LEFT THROUGH THE BOARD GATE AND GO WEST ON
 EL0711'AN OLD TRACK ROAD FOR 0.2 MILE TO A CLEARED AREA.  TURN LEFT
 EL0711'AND GO SOUTH ALONG THE EAST SIDE OF THE HILL ON AN OLD TRACK
 EL0711'ROAD AND COW TRAIL FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.
 EL0711'PACK TO THE RIGHT, WEST, TO THE TOP OF THE RIDGE AND THEN LEFT
 EL0711'SOUTHERLY TO THE SOUTH END OF THE HILL AND THE HIGHEST
 EL0711'POINT AND THE STATION AS DESCRIBED.
 EL0711'
 EL0711'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0711
 EL0711                          STATION RECOVERY (1970)
 EL0711
 EL0711'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (LEH)
 EL0711'DISK BROKEN OFF BUT SHANK IN PLACE.
 EL0711'
 EL0711'OLIVER NO. 1 1955 FOUND IN GOOD CONDITION.
 EL0711'
 EL0711'OLIVER NO. 2 1955 FOUND IN GOOD CONDITION.
 EL0711'
 EL0711'STAMPING OF OLIVER 1955 WERE NOT AVAILABLE DUE TO LOSS OF DISK.
 EL0711
 EL0711                          STATION RECOVERY (1971)
 EL0711
 EL0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EL0711'THE STATION MARK WAS FOUND DESTROYED BUT THE SHANK WAS STILL IN
 EL0711'PLACE.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 EL0711'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 EL0711'OLD STATION SHANK WAS REMOVED AND A NEW DISK WAS CEMENTED IN THE
 EL0711'OLD DRILL HOLE AND THE DISK WAS STAMPED OLIVER 1955 1971.  THE
 EL0711'REFERENCE MARKS WERE REMEASURED BUT NO OBSERVATIONS WERE
 EL0711'TAKEN.  REFERENCE MARK NO. 1 IS 24.68 FEET NORTHEAST OF THE
 EL0711'STATION AND REFERENCE MARK NO. 2 IS 17.53 FEET SOUTHEAST OF
 EL0711'THE STATION.  REFERENCE MARKS WERE DIFFICULT FOR ONE MAN TO
 EL0711'MEASURE.
 EL0711'
 EL0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 EL0711'HIGHWAY 3 WHICH IS ABOUT 3.5 MILES NORTHWEST OF COALGATE, GO
 EL0711'NORTHERLY ON U.S. HIGHWAY 75 FOR 5.45 MILES TO THE AZIMUTH MARK ON
 EL0711'THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 75 FOR 0.2 MILE TO THE
 EL0711'REMAINS OF AN OLD SERVICE STATION.  FROM HERE PACK NORTHWEST UP
 EL0711'HILL TO THE SOUTH END OF RIDGE AND THE STATION.  ABOUT 0.25 MILE
 EL0711'PACK.
 EL0711'
 EL0711'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 EL0711'
 EL0711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 EL0711'NNW OF COALGATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0907 ***********************************************************************
 EM0907  DESIGNATION -  OLUSTEE CITY WATER TANK
 EM0907  PID         -  EM0907
 EM0907  STATE/COUNTY-  OK/JACKSON
 EM0907  COUNTRY     -  US
 EM0907  USGS QUAD   -  OLUSTEE (2018)
 EM0907
 EM0907                         *CURRENT SURVEY CONTROL
 EM0907  ______________________________________________________________________
 EM0907* NAD 83(1993) POSITION- 34 32 53.87041(N) 099 25 16.08873(W)   ADJUSTED
 EM0907  ______________________________________________________________________
 EM0907  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 EM0907  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC18
 EM0907  HORZ ORDER      -  THIRD
 EM0907
 EM0907.The horizontal coordinates were established by classical geodetic methods
 EM0907.and adjusted by the National Geodetic Survey in November 1994.
 EM0907
 EM0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0907.GEOID18 height accuracy estimate available here.
 EM0907
 EM0907.Click photographs - Photos may exist for this station.
 EM0907
 EM0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0907
 EM0907. The following values were computed from the NAD 83(1993) position.
 EM0907
 EM0907;                    North         East     Units Scale Factor Converg.
 EM0907;SPC OK S     -   135,685.887   469,570.874   MT  0.99993614   -0 48 24.0
 EM0907;SPC OK S     -   445,162.78  1,540,583.78   sFT  0.99993614   -0 48 24.0
 EM0907;SPC TXNC     - 2,319,955.216   515,434.697   MT  1.00021423   -0 30 08.6
 EM0907;SPC TXNC     - 7,611,386.40  1,691,055.34   sFT  1.00021423   -0 30 08.6
 EM0907;UTM  14      - 3,823,033.351   461,360.555   MT  0.99961840   -0 14 19.8
 EM0907
 EM0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6136023033(NAD 83)
 EM0907
 EM0907                          SUPERSEDED SURVEY CONTROL
 EM0907
 EM0907  NAD 83(1986)-  34 32 53.87675(N)    099 25 16.08099(W) AD(       ) 3
 EM0907  NAD 27      -  34 32 53.60800(N)    099 25 14.76300(W) AD(       ) 3
 EM0907  USSD        -  34 32 53.56700(N)    099 25 15.15500(W) AD(       ) 3
 EM0907
 EM0907.Superseded values are not recommended for survey control.
 EM0907
 EM0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0907.See file dsdata.pdf to determine how the superseded data were derived.
 EM0907
 EM0907_MARKER: 53 = ELEVATED TANK
 EM0907
 EM0907  HISTORY     - Date     Condition        Report By
 EM0907  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0907  HISTORY     - 1934     GOOD             CGS
 EM0907  HISTORY     - 1935     GOOD             CGS
 EM0907  HISTORY     - 1948     GOOD             CGS
 EM0907  HISTORY     - 1957     GOOD             CGS
 EM0907  HISTORY     - 1961     GOOD             CGS
 EM0907  HISTORY     - 1963     GOOD             CGS
 EM0907
 EM0907                          STATION DESCRIPTION
 EM0907
 EM0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0907'LARGE BLACK TOWER TANK.
 EM0907
 EM0907                          STATION RECOVERY (1934)
 EM0907
 EM0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0907'DESCRIPTION GOOD.
 EM0907
 EM0907                          STATION RECOVERY (1935)
 EM0907
 EM0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0907'POINT OBSERVED UPON WAS FINIAL OF WATER TANK IN THE CENTER
 EM0907'OF THE TOWN OLUSTEE.  THIS TANK APPROXIMATELY 100 FEET HIGH
 EM0907'AND PROBABLY IS MUNICIPALLY OWNED.  THIS STATION WAS NOT
 EM0907'VISITED AND WAS OBSERVED UPON FROM STATIONS HESS AND HARRISON.
 EM0907
 EM0907                          STATION RECOVERY (1948)
 EM0907
 EM0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0907'THE STATION IS LOCATED IN A VACANT LOT 0.25 MILE EAST OF THE
 EM0907'CENTER OF THE BUSINESS DISTRICT OF OLUSTEE AND 130.0 FEET
 EM0907'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 44.  TANK PROPER
 EM0907'IS SUPPORTED ATOP A FOUR LEGGED STEEL TRUSSWORK STRUCTURE
 EM0907'AND HAS A CONE SHAPED ROOF WITH A BALL AT ITS APEX.  IT HAS
 EM0907'AN OVERALL HEIGHT OF 107 FEET.  THE POINT OBSERVED UPON WAS
 EM0907'THE BALL AT THE APEX OF THE ROOF.
 EM0907'
 EM0907'PROBABLY THE SAME STATION AS OLUSTEE, CITY WATER TANK, 1923.
 EM0907
 EM0907                          STATION RECOVERY (1957)
 EM0907
 EM0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0907'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EM0907
 EM0907                          STATION RECOVERY (1961)
 EM0907
 EM0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0907'THE STATION IS THE WATER TANK FOR THE CITY OF OLUSTEE.  CENTRALLY
 EM0907'LOCATED IN THE CITY 130 FEET NORTH OF THE RAILROAD TRACKS AND 120
 EM0907'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 44.
 EM0907'
 EM0907'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER.  HAVING AN OVER-ALL
 EM0907'HEIGHT OF 135 FEET AND THE BALL AT THE APEX WAS THE POINT
 EM0907'OBSERVED UPON.
 EM0907'
 EM0907'NOTE--THIS IS THE SAME AS OLUSTEE, CITY WATER TANK, 1923.
 EM0907
 EM0907                          STATION RECOVERY (1963)
 EM0907
 EM0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0907'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0879 ***********************************************************************
 EM0879  DESIGNATION -  ORD
 EM0879  PID         -  EM0879
 EM0879  STATE/COUNTY-  OK/JACKSON
 EM0879  COUNTRY     -  US
 EM0879  USGS QUAD   -  ALTUS (2018)
 EM0879
 EM0879                         *CURRENT SURVEY CONTROL
 EM0879  ______________________________________________________________________
 EM0879* NAD 83(1993) POSITION- 34 38 40.63882(N) 099 16 36.29196(W)   ADJUSTED
 EM0879* NAVD 88 ORTHO HEIGHT -   409.    (meters)     1342.    (feet) SCALED
 EM0879  ______________________________________________________________________
 EM0879  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 EM0879  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 EM0879  HORZ ORDER      -  SECOND
 EM0879
 EM0879.The horizontal coordinates were established by classical geodetic methods
 EM0879.and adjusted by the National Geodetic Survey in November 1994.
 EM0879
 EM0879.The orthometric height was scaled from a topographic map.
 EM0879
 EM0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0879.GEOID18 height accuracy estimate available here.
 EM0879
 EM0879.Click photographs - Photos may exist for this station.
 EM0879
 EM0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0879
 EM0879. The following values were computed from the NAD 83(1993) position.
 EM0879
 EM0879;                    North         East     Units Scale Factor Converg.
 EM0879;SPC OK S     -   146,192.850   482,956.925   MT  0.99993650   -0 43 28.9
 EM0879;SPC OK S     -   479,634.38  1,584,501.18   sFT  0.99993650   -0 43 28.9
 EM0879;UTM  14      - 3,833,668.959   474,637.576   MT  0.99960793   -0 09 26.4
 EM0879
 EM0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0879!SPC OK S     -   0.99994001  x   0.99993650  =   0.99987651
 EM0879!UTM  14      -   0.99994001  x   0.99960793  =   0.99954796
 EM0879
 EM0879:                Primary Azimuth Mark                     Grid Az
 EM0879:SPC OK S     -  ORD AZ MK                                037 18 56.6
 EM0879:UTM  14      -  ORD AZ MK                                036 44 54.1
 EM0879
 EM0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7463733668(NAD 83)
 EM0879
 EM0879|---------------------------------------------------------------------|
 EM0879| PID    Reference Object                     Distance      Geod. Az  |
 EM0879|                                                           dddmmss.s |
 EM0879| EM0881 ORD RM 1                              7.278 METERS 00111     |
 EM0879| EM0887 ORD AZ MK                           APPROX. 1.5 KM 0363527.7 |
 EM0879| CX7867 ORD RM 2                             55.466 METERS 20807     |
 EM0879|---------------------------------------------------------------------|
 EM0879
 EM0879                          SUPERSEDED SURVEY CONTROL
 EM0879
 EM0879  NAD 83(1986)-  34 38 40.64641(N)    099 16 36.28483(W) AD(       ) 2
 EM0879  NAD 27      -  34 38 40.39450(N)    099 16 34.97550(W) AD(       ) 2
 EM0879
 EM0879.Superseded values are not recommended for survey control.
 EM0879
 EM0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0879.See file dsdata.pdf to determine how the superseded data were derived.
 EM0879
 EM0879_MARKER: DS = TRIANGULATION STATION DISK
 EM0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0879_STAMPING: ORD 1960
 EM0879_MARK LOGO: CGS
 EM0879_PROJECTION: FLUSH
 EM0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0879+STABILITY: SURFACE MOTION
 EM0879
 EM0879  HISTORY     - Date     Condition        Report By
 EM0879  HISTORY     - 1960     MONUMENTED       CGS
 EM0879  HISTORY     - 1961     GOOD             CGS
 EM0879  HISTORY     - 1963     GOOD             CGS
 EM0879  HISTORY     - 1983     GOOD             NGS
 EM0879
 EM0879                          STATION DESCRIPTION
 EM0879
 EM0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0879'THE STATION IS ABOUT 3 MILES EAST OF ALTUS ON THE ALTUS AIR
 EM0879'FORCE BASE, NEAR THE CENTER OF THE SOUTH EDGE OF THE AIR
 EM0879'FORCE BASE AND AT THE WEST EDGE OF THE TAXI WAY EXTENSION.
 EM0879'
 EM0879'TO REACH THE STATION FROM THE GATE AT THE MAIN ENTRANCE
 EM0879'TO THE AIR FORCE BASE GO EAST TO THE TRAFFIC CIRCLE AND TAKE
 EM0879'THE FIRST ROAD WHICH LEADS TO THE RIGHT FROM THE CIRCLE,
 EM0879'GO SOUTHEASTERLY FOR ABOUT 0.5 MILE TO THE GATE AT THE ENTRANCE
 EM0879'TO THE AIRFIELD.  PASS THROUGH GATE AND GO ABOUT 100 YARDS
 EM0879'TO THE STATION ON THE LEFT.
 EM0879'
 EM0879'STATION MARKS ARE STANDARD DISKS STAMPED ORD 1960.  THE
 EM0879'SURFACE MARK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 EM0879'THE SURFACE OF THE GROUND.  IT IS 188 FEET NORTHEAST OF A
 EM0879'POWER POLE, WITH TRANSFORMER, 161 FEET SOUTHEAST OF THE
 EM0879'SOUTHEAST POST OF A SHED OVER A GAS PUMPING STATION, 137
 EM0879'FEET NORTHWEST OF A BLACK TOP ROAD AT ENTRANCE TO TAXI WAY,
 EM0879'77 FEET NORTH OF THE SOUTHWEST CORNER OF TAXI WAY, AND 37
 EM0879'FEET EAST OF THE CENTER OF A ROAD.  THE UNDERGROUND DISK
 EM0879'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 EM0879'THE SURFACE OF THE GROUND.
 EM0879'
 EM0879'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ORD NO 1 1960,
 EM0879'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 EM0879'OF THE GROUND.  IT IS 209 FEET NORTHEAST OF THE POWER POLE,
 EM0879'WITH TRANSFORMER, 155 FEET NORTHWEST OF THE BLACK TOP ROAD
 EM0879'AT ENTRANCE TO TAXI WAY, 149 FEET SOUTHEAST OF THE SOUTHEAST
 EM0879'POST OF THE SHED OVER THE PUMPING STATION, 100 FEET NORTH
 EM0879'OF THE SOUTHWEST CORNER OF THE TAXI WAY EXTENSION, AND 37
 EM0879'FEET EAST OF THE CENTER OF THE ROAD.  THE UNDERGROUND DISK
 EM0879'IS A STANDARD AZIMUTH MARK DISK STAMPED ORD 1960.  IT IS SET
 EM0879'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE
 EM0879'OF THE GROUND.
 EM0879'
 EM0879'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ORD NO 2 1960,
 EM0879'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 EM0879'IT IS 50 FEET NORTH OF THE CENTER OF THE ORDNANCE ROAD, 12
 EM0879'FEET EAST OF THE POWER POLE, WITH TRANSFORMER, AND 1-1/2
 EM0879'FEET NORTHWEST OF A STANDARD METAL WITNESS POST.
 EM0879'
 EM0879'AZIMUTH MARK, A STANDARD DISK STAMPED ORD 1960, IS SET IN
 EM0879'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EM0879'IT IS 68 FEET SOUTH OF A GRAVEL ROAD WHICH LEADS TO A SMALL
 EM0879'BUILDING, 50 FEET NORTH OF AN IRON STAKE, 18 FEET EAST OF
 EM0879'THE EAST EDGE OF A TAXI STRIP, AND 3.6 FEET NORTH OF A STANDARD
 EM0879'METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED ORD
 EM0879'1960, IT IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES
 EM0879'BELOW THE SURFACE OF THE GROUND.
 EM0879'
 EM0879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 EM0879'ON THE ORDNANCE ROAD TO A GRAVEL SIDE ROAD WHICH LEADS SOUTH
 EM0879'BETWEEN TWO BUILDINGS.  TURN RIGHT AND FOLLOW THIS GRAVEL
 EM0879'ROAD TO THE BLACK TOP TAXI STRIP.  TURN LEFT AND GO ABOUT
 EM0879'50 YARDS TO MARK ON THE LEFT.  THE MILEAGE FROM THE STATION
 EM0879'TO AZIMUTH MARK IS 2.35 MILES.
 EM0879'
 EM0879'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 EM0879
 EM0879                          STATION RECOVERY (1961)
 EM0879
 EM0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0879'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS DESCRIBED.
 EM0879
 EM0879                          STATION RECOVERY (1963)
 EM0879
 EM0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0879'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED
 EM0879'AND FOUND IN VERY GOOD CONDITION.  THE DESCRIPTION TO REACH
 EM0879'AND REFERENCE POINTS WERE FOUND IN ERROR.  A COMPLETE NEW
 EM0879'TO REACH AS FOLLOWS--
 EM0879'
 EM0879'TO REACH THE STATION FROM THE GUARD-GATE AND THE MAIN ENTRANCE
 EM0879'TO THE ALTUS AIR FORCE BASE AT THE WEST SIDE OF THE BASE,
 EM0879'GO EAST TO THE TRAFFIC CIRCLE AND TAKE THE FIRST ROAD TO THE
 EM0879'RIGHT, WHICH IS FIRST STREET, AND FOLLOW THIS ROAD SOUTH AND
 EM0879'SOUTHEAST FOR 0.6 MILE TO CATEGORY 11 AREA CHECK-POINT
 EM0879'GUARD-GATE.  CONTINUE EAST ON FIRST STREET FOR 0.2 MILE TO SOUTH
 EM0879'ENTRANCE TO BASE, CONTINUE AHEAD, EAST FOR 0.3 MILE TO A
 EM0879'T-INTERSECTION AND REFERENCE MARK NO. 2 1960 ORD IS ON THE
 EM0879'LEFT, NORTH, IN THE NORTHWEST ANGLE OF INTERSECTION.
 EM0879'
 EM0879'TO REACH THE AZIMUTH MARK FROM THE STATION OR T-INTERSECTION,
 EM0879'GO SOUTH FOR 0.1 MILE ON SURFACED ROAD, THENCE LEFT AND GO
 EM0879'EAST FOR 0.45 MILE TO A SIDE ROAD RIGHT JUST PAST DOG SENTRY
 EM0879'PENS ON THE RIGHT, SOUTH SIDE OF ROAD, TURN RIGHT AND GO
 EM0879'SOUTH ON GRAVELED ROAD FOR 0.15 MILE, THENCE GO LEFT, EAST
 EM0879'FOR 0.25 MILE, THENCE LEFT AND GO NORTH FOR 1.15 MILES, THENCE
 EM0879'LEFT AND GO WEST FOR 0.1 MILE TO T-INTERSECTION AND OLD
 EM0879'TAXI STRIP, THENCE LEFT AND GO SOUTH-SOUTHWEST FOR 0.1 MILE
 EM0879'TO THE MARK ON THE LEFT, EAST.  THE MARK IS FLUSH WITH THE
 EM0879'SURFACE OF THE GROUND IN A SQUARE CONCRETE POST AND IS
 EM0879'STAMPED ORD 1960.
 EM0879'
 EM0879'THE STATION MARK IS A STANDARD DISK STAMPED ORD 1960 SET
 EM0879'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 EM0879'AT THE WEST EDGE OF THE SURFACED PARKING AREA AT THE SOUTHWEST
 EM0879'CORNER OF TAXI WAY, 277 FEET SOUTH OF A 2 X 3 FOOT METAL
 EM0879'PLATE OVER A CABLE-BOX FLUSH WITH SURFACE OF THE GROUND,
 EM0879'121 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 162 FEET SOUTHEAST
 EM0879'OF THE SOUTHEAST METAL POST OF BUILDING NO. 443, 163 FEET
 EM0879'EAST-NORTHEAST OF THE NORTHEAST METAL POST OF BUILDING NO. 445
 EM0879'AND 38 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD.
 EM0879'
 EM0879'REFERENCE MARK ORD NO 1 1960 IS 23.88 FEET NORTH OF THE
 EM0879'STATION MARK AND AT THE WEST EDGE OF THE SURFACED PARKING AREA,
 EM0879'FLUSH WITH SURFACE OF THE GROUND.
 EM0879'
 EM0879'REFERENCE MARK ORD NO 2 1960 IS 1-1/2 FEET NORTHWEST OF A
 EM0879'METAL WITNESS POST, 12 FEET EAST OF A POWER POLE, 38.5 FEET
 EM0879'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 49 FEET WEST
 EM0879'OF THE CENTER OF THE NORTH-SOUTH ROAD AND 61 FEET SOUTH-SOUTHWEST
 EM0879'OF FIRE HYDRANT.  IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0879'
 EM0879'NOTE--THIS STATION IS IN CATEGORY 11 AREA.  A PASS WILL
 EM0879'HAVE TO BE OBTAINED FROM THE POST ENGINEERS OFFICE ON THE
 EM0879'BASE.  BUILDING NO. 357.
 EM0879
 EM0879                          STATION RECOVERY (1983)
 EM0879
 EM0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 EM0879'STATION, RM 1, RM 2, AND THE AZIMUTH MARKS WERE RECOVERED AS
 EM0879'DESCRIBED.
 EM0879'
 EM0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 EM0879'ALTUS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0887 ***********************************************************************
 EM0887  DESIGNATION -  ORD AZ MK
 EM0887  PID         -  EM0887
 EM0887  STATE/COUNTY-  OK/JACKSON
 EM0887  COUNTRY     -  US
 EM0887  USGS QUAD   -  ALTUS (2018)
 EM0887
 EM0887                         *CURRENT SURVEY CONTROL
 EM0887  ______________________________________________________________________
 EM0887* NAD 83(1993) POSITION- 34 39 19.63571(N) 099 16 01.25400(W)   ADJUSTED
 EM0887* NAVD 88 ORTHO HEIGHT -   412.    (meters)     1352.    (feet) SCALED
 EM0887  ______________________________________________________________________
 EM0887  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 EM0887  LAPLACE CORR    -          4.81  (seconds)                    DEFLEC18
 EM0887  HORZ ORDER      -  FIRST
 EM0887
 EM0887.The horizontal coordinates were established by classical geodetic methods
 EM0887.and adjusted by the National Geodetic Survey in November 1994.
 EM0887
 EM0887.The orthometric height was scaled from a topographic map.
 EM0887
 EM0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0887.GEOID18 height accuracy estimate available here.
 EM0887
 EM0887.Click photographs - Photos may exist for this station.
 EM0887
 EM0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0887
 EM0887. The following values were computed from the NAD 83(1993) position.
 EM0887
 EM0887;                    North         East     Units Scale Factor Converg.
 EM0887;SPC OK S     -   147,383.128   483,864.191   MT  0.99993671   -0 43 09.0
 EM0887;SPC OK S     -   483,539.48  1,587,477.77   sFT  0.99993671   -0 43 09.0
 EM0887;UTM  14      - 3,834,867.768   475,532.717   MT  0.99960738   -0 09 06.6
 EM0887
 EM0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0887!SPC OK S     -   0.99993953  x   0.99993671  =   0.99987624
 EM0887!UTM  14      -   0.99993953  x   0.99960738  =   0.99954693
 EM0887
 EM0887:                Primary Azimuth Mark                     Grid Az
 EM0887:SPC OK S     -  ORD                                      217 18 56.6
 EM0887:UTM  14      -  ORD                                      216 44 54.2
 EM0887
 EM0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7553234867(NAD 83)
 EM0887
 EM0887|---------------------------------------------------------------------|
 EM0887| PID    Reference Object                     Distance      Geod. Az  |
 EM0887|                                                           dddmmss.s |
 EM0887| EM0879 ORD                                 APPROX. 1.5 KM 2163547.6 |
 EM0887|---------------------------------------------------------------------|
 EM0887
 EM0887                          SUPERSEDED SURVEY CONTROL
 EM0887
 EM0887  NAD 83(1986)-  34 39 19.64344(N)    099 16 01.24688(W) AD(       ) 1
 EM0887  NAD 27      -  34 39 19.39240(N)    099 15 59.93830(W) AD(       ) 1
 EM0887
 EM0887.Superseded values are not recommended for survey control.
 EM0887
 EM0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0887.See file dsdata.pdf to determine how the superseded data were derived.
 EM0887
 EM0887_MARKER: DZ = AZIMUTH MARK DISK
 EM0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0887_STAMPING: ORD 1960
 EM0887_MARK LOGO: CGS
 EM0887_PROJECTION: FLUSH
 EM0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0887+STABILITY: SURFACE MOTION
 EM0887
 EM0887  HISTORY     - Date     Condition        Report By
 EM0887  HISTORY     - 1960     MONUMENTED       CGS
 EM0887  HISTORY     - 1961     GOOD             CGS
 EM0887  HISTORY     - 1963     GOOD             CGS
 EM0887
 EM0887                          STATION DESCRIPTION
 EM0887
 EM0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0887'THE STATION IS ABOUT 3 MILES EAST OF ALTUS, ON THE ALTUS
 EM0887'AIR FORCE BASE, APPROXIMATELY 1 MILE EAST OF THE BASE CONTROL
 EM0887'TOWER AND 1/4 MILE NORTH OF THE TRANSMITTER BUILDING, AT
 EM0887'THE EAST SIDE OF A BLACK TOP TAXI STRIP IN AREA 15.
 EM0887'
 EM0887'TO REACH THE STATION FROM THE GATE AT THE MAIN ENTRANCE
 EM0887'TO THE AIR FORCE BASE, GO EAST TO THE TRAFFIC CIRCLE AND
 EM0887'TAKE THE FIRST ROAD WHICH LEADS TO THE RIGHT FROM THE CIRCLE,
 EM0887'GO SOUTHEASTERLY FOR ABOUT 1/2 MILE TO THE GATE ENTRANCE
 EM0887'TO THE AIRFIELD.  PASS THROUGH GATE AND GO SOUTHEAST ON
 EM0887'THE ORDNANCE ROAD TO A GRAVEL ROAD WHICH LEADS SOUTH BETWEEN
 EM0887'TWO BUILDINGS.  TURN RIGHT AND FOLLOW THIS GRAVEL ROAD TO THE
 EM0887'BLACK TOP TAXI STRIP.  TURN LEFT GO ABOUT 50 YARDS TO STATION
 EM0887'ON THE LEFT.  THE MILEAGE FROM THE AIRFIELD GATE ENTRANCE
 EM0887'TO STATION IS 2.35 MILES.
 EM0887'
 EM0887'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORD 1960, SET IN
 EM0887'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EM0887'IT IS 68 FEET SOUTH OF A GRAVEL ROAD WHICH LEADS TO A SMALL
 EM0887'BUILDING, 50 FEET NORTH OF AN IRON STAKE, 18 FEET EAST OF
 EM0887'THE EAST EDGE OF THE TAXI STRIP, 3.6 FEET NORTH OF A STANDARD
 EM0887'METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED ORD 1960.
 EM0887'IT IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 EM0887'THE SURFACE OF THE GROUND.
 EM0887'
 EM0887'NOTE--THE AZIMUTH MARK WAS OCCUPIED AND LOCATED BY TRIANGULATION
 EM0887'FOR A GEOGRAPHIC POSITION REQUESTED BY THE ALTUS AIR FORCE
 EM0887'BASE.
 EM0887'
 EM0887'A DESCRIPTION FOR ORD AZIMUTH MARK IS DESCRIBED IN THE DESCRIPTION
 EM0887'OF TRIANGULATION STATION ORD.
 EM0887
 EM0887                          STATION RECOVERY (1961)
 EM0887
 EM0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0887'THE STATION WAS RECOVERED AS DESCRIBED.
 EM0887
 EM0887                          STATION RECOVERY (1963)
 EM0887
 EM0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0887'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EM0887'
 EM0887'TO REACH ORD AZIMUTH MARK.  SEE DESCRIPTION TO TRIANGULATION
 EM0887'STATION ORD 1960.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0881 ***********************************************************************
 EM0881  DESIGNATION -  ORD RM 1
 EM0881  PID         -  EM0881
 EM0881  STATE/COUNTY-  OK/JACKSON
 EM0881  COUNTRY     -  US
 EM0881  USGS QUAD   -  ALTUS (2018)
 EM0881
 EM0881                         *CURRENT SURVEY CONTROL
 EM0881  ______________________________________________________________________
 EM0881* NAD 83(1993) POSITION- 34 38 40.87496(N) 099 16 36.28609(W)   ADJUSTED
 EM0881* NAVD 88 ORTHO HEIGHT -   409.    (meters)     1342.    (feet) SCALED
 EM0881  ______________________________________________________________________
 EM0881  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 EM0881  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC18
 EM0881  HORZ ORDER      -  SECOND
 EM0881
 EM0881.The horizontal coordinates were established by classical geodetic methods
 EM0881.and adjusted by the National Geodetic Survey in November 1994.
 EM0881
 EM0881.The orthometric height was scaled from a topographic map.
 EM0881
 EM0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0881.GEOID18 height accuracy estimate available here.
 EM0881
 EM0881.Click photographs - Photos may exist for this station.
 EM0881
 EM0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0881
 EM0881. The following values were computed from the NAD 83(1993) position.
 EM0881
 EM0881;                    North         East     Units Scale Factor Converg.
 EM0881;SPC OK S     -   146,200.124   482,957.167   MT  0.99993650   -0 43 28.9
 EM0881;SPC OK S     -   479,658.24  1,584,501.97   sFT  0.99993650   -0 43 28.9
 EM0881;UTM  14      - 3,833,676.232   474,637.746   MT  0.99960793   -0 09 26.4
 EM0881
 EM0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0881!SPC OK S     -   0.99994001  x   0.99993650  =   0.99987651
 EM0881!UTM  14      -   0.99994001  x   0.99960793  =   0.99954796
 EM0881
 EM0881:                Primary Azimuth Mark                     Grid Az
 EM0881:SPC OK S     -  ORD AZ MK                                037 28 40.1
 EM0881:UTM  14      -  ORD AZ MK                                036 54 37.6
 EM0881
 EM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7463733676(NAD 83)
 EM0881
 EM0881|---------------------------------------------------------------------|
 EM0881| PID    Reference Object                     Distance      Geod. Az  |
 EM0881|                                                           dddmmss.s |
 EM0881| EM0887 ORD AZ MK                           APPROX. 1.5 KM 0364511.2 |
 EM0881| EM0879 ORD                                   7.278 METERS 18111     |
 EM0881| EM0903 ALTUS VUMORE CO MAST                APPROX. 6.7 KM 2341811.6 |
 EM0881| EM0877 ALTUS AFB WATER TANK 1 BEACON       APPROX. 1.5 KM 3370709.7 |
 EM0881|---------------------------------------------------------------------|
 EM0881
 EM0881                          SUPERSEDED SURVEY CONTROL
 EM0881
 EM0881  NAD 83(1986)-  34 38 40.88251(N)    099 16 36.27896(W) AD(       ) 2
 EM0881  NAD 27      -  34 38 40.63060(N)    099 16 34.96960(W) AD(       ) 2
 EM0881
 EM0881.Superseded values are not recommended for survey control.
 EM0881
 EM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0881.See file dsdata.pdf to determine how the superseded data were derived.
 EM0881
 EM0881_MARKER: DR = REFERENCE MARK DISK
 EM0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0881_STAMPING: ORD NO 1 1960
 EM0881_MARK LOGO: CGS
 EM0881_PROJECTION: FLUSH
 EM0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0881+STABILITY: SURFACE MOTION
 EM0881
 EM0881  HISTORY     - Date     Condition        Report By
 EM0881  HISTORY     - 1960     MONUMENTED       CGS
 EM0881
 EM0881                          STATION DESCRIPTION
 EM0881
 EM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0881'SEE STATION ORD
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0565 ***********************************************************************
 GJ0565  DESIGNATION -  ORIENTA
 GJ0565  PID         -  GJ0565
 GJ0565  STATE/COUNTY-  OK/MAJOR
 GJ0565  COUNTRY     -  US
 GJ0565  USGS QUAD   -  FAIRVIEW (2018)
 GJ0565
 GJ0565                         *CURRENT SURVEY CONTROL
 GJ0565  ______________________________________________________________________
 GJ0565* NAD 83(1993) POSITION- 36 20 01.30230(N) 098 28 46.53367(W)   ADJUSTED
 GJ0565* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 GJ0565  ______________________________________________________________________
 GJ0565  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 GJ0565  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 GJ0565  HORZ ORDER      -  SECOND
 GJ0565
 GJ0565.The horizontal coordinates were established by classical geodetic methods
 GJ0565.and adjusted by the National Geodetic Survey in November 1994.
 GJ0565
 GJ0565.The orthometric height was scaled from a topographic map.
 GJ0565
 GJ0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0565.GEOID18 height accuracy estimate available here.
 GJ0565
 GJ0565.Click photographs - Photos may exist for this station.
 GJ0565
 GJ0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0565
 GJ0565. The following values were computed from the NAD 83(1993) position.
 GJ0565
 GJ0565;                    North         East     Units Scale Factor Converg.
 GJ0565;SPC OK N     -   148,084.459   556,943.406   MT  0.99994960   -0 16 58.9
 GJ0565;SPC OK N     -   485,840.43  1,827,238.49   sFT  0.99994960   -0 16 58.9
 GJ0565;UTM  14      - 4,021,086.821   546,704.875   MT  0.99962688   +0 18 30.0
 GJ0565
 GJ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0565!SPC OK N     -   0.99994138  x   0.99994960  =   0.99989098
 GJ0565!UTM  14      -   0.99994138  x   0.99962688  =   0.99956828
 GJ0565
 GJ0565:                Primary Azimuth Mark                     Grid Az
 GJ0565:SPC OK N     -  ORIENTA AZ MK                            103 44 27.1
 GJ0565:UTM  14      -  ORIENTA AZ MK                            103 08 58.2
 GJ0565
 GJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4670421086(NAD 83)
 GJ0565
 GJ0565|---------------------------------------------------------------------|
 GJ0565| PID    Reference Object                     Distance      Geod. Az  |
 GJ0565|                                                           dddmmss.s |
 GJ0565| GJ0562 ORIENTA COUNTY COOP N ELEV          APPROX. 3.1 KM 0080020.8 |
 GJ0565| CK9568 ORIENTA AZ MK                                      1032728.2 |
 GJ0565| CK9569 ORIENTA RM 1                         11.574 METERS 18032     |
 GJ0565| GJ0566 FAIRVIEW MUNICIPAL WATER TANK       APPROX. 7.6 KM 1803540.7 |
 GJ0565| GJ0568 FAIRVIEW W B J GRAIN CO ELEV        APPROX. 6.7 KM 1811611.8 |
 GJ0565| GJ0569 FAIRVIEW SANTA FE RR TANK           APPROX. 7.9 KM 1815224.8 |
 GJ0565| CK9570 ORIENTA RM 2                         14.012 METERS 35901     |
 GJ0565|---------------------------------------------------------------------|
 GJ0565
 GJ0565                          SUPERSEDED SURVEY CONTROL
 GJ0565
 GJ0565  NAD 83(1986)-  36 20 01.30700(N)    098 28 46.52013(W) AD(       ) 2
 GJ0565  NAD 27      -  36 20 01.18074(N)    098 28 45.23739(W) AD(       ) 2
 GJ0565
 GJ0565.Superseded values are not recommended for survey control.
 GJ0565
 GJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0565.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0565
 GJ0565_MARKER: DS = TRIANGULATION STATION DISK
 GJ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0565_STAMPING: ORIENTA 1963
 GJ0565_MARK LOGO: CGS
 GJ0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0565+STABILITY: SURFACE MOTION
 GJ0565
 GJ0565  HISTORY     - Date     Condition        Report By
 GJ0565  HISTORY     - 1963     MONUMENTED       CGS
 GJ0565
 GJ0565                          STATION DESCRIPTION
 GJ0565
 GJ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0565'THE STATION IS ABOUT 4-1/2 MILES NORTH OF FAIRVIEW AND 1-1/2 MILES
 GJ0565'SOUTH OF ORIENTA, ON THE EAST RIGHT-OF-WAY OF U. S. HIGHWAY 60.
 GJ0565'
 GJ0565'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND STATE
 GJ0565'HIGHWAYS 8 AND 58 IN THE NORTH EDGE OF FAIRVIEW, GO NORTH ON U. S.
 GJ0565'HIGHWAY 60 FOR 4.0 MILES TO A CROSSROAD AND THE STATION ON THE
 GJ0565'RIGHT.  TO REACH THE AZIMUTH MARK, GO EAST ON GRADED ROAD FOR 0.2
 GJ0565'MILE TO THE MARK ON THE RIGHT.
 GJ0565'
 GJ0565'STATION MARK IS A STANDARD DISK, STAMPED ORIENTA 1963, SET IN THE TOP
 GJ0565'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 212
 GJ0565'FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 46 FEET EAST OF THE
 GJ0565'CENTERLINE OF THE HIGHWAY, 5 FEET NORTHWEST OF A TELEPHONE LINE
 GJ0565'POLE AND 5 FEET WEST OF A WIRE FENCE.  IT IS ABOUT 5 FEET HIGHER
 GJ0565'THAN THE ROAD.
 GJ0565'
 GJ0565'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ORIENTA NO 1 1963,
 GJ0565'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0565'GROUND SURFACE.  IT IS 174 FEET NORTH OF THE CENTERLINE OF THE GRADED
 GJ0565'ROAD, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 34 FEET
 GJ0565'SOUTH OF THE TELEPHONE LINE POLE.  IT IS ABOUT 1 FOOT LOWER THAN
 GJ0565'THE STATION.
 GJ0565'
 GJ0565'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ORIENTA NO 2 1963, SET
 GJ0565'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0565'IS 50 FEET NORTH OF THE TELEPHONE LINE POLE, 45 FEET EAST OF THE
 GJ0565'CENTERLINE OF THE HIGHWAY AND 5 FEET WEST OF THE FENCE.  IT IS
 GJ0565'ABOUT 1 FOOT HIGHER THAN THE STATION.
 GJ0565'
 GJ0565'AZIMUTH MARK IS A STANDARD DISK, STAMPED ORIENTA 1963, SET IN THE
 GJ0565'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0565'32 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 3 FEET WEST OF A
 GJ0565'TELEPHONE LINE POLE AND 2 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0563 ***********************************************************************
 GJ0563  DESIGNATION -  ORIENTA COP ELEV ASSN ELEV
 GJ0563  PID         -  GJ0563
 GJ0563  STATE/COUNTY-  OK/MAJOR
 GJ0563  COUNTRY     -  US
 GJ0563  USGS QUAD   -  FAIRVIEW (2018)
 GJ0563
 GJ0563                         *CURRENT SURVEY CONTROL
 GJ0563  ______________________________________________________________________
 GJ0563* NAD 83(1993) POSITION- 36 21 36.03797(N) 098 28 30.14966(W)   ADJUSTED
 GJ0563  ______________________________________________________________________
 GJ0563  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 GJ0563  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 GJ0563  HORZ ORDER      -  THIRD
 GJ0563
 GJ0563.The horizontal coordinates were established by classical geodetic methods
 GJ0563.and adjusted by the National Geodetic Survey in November 1994.
 GJ0563
 GJ0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0563.GEOID18 height accuracy estimate available here.
 GJ0563
 GJ0563.Click photographs - Photos may exist for this station.
 GJ0563
 GJ0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0563
 GJ0563. The following values were computed from the NAD 83(1993) position.
 GJ0563
 GJ0563;                    North         East     Units Scale Factor Converg.
 GJ0563;SPC OK N     -   151,002.377   557,366.277   MT  0.99995104   -0 16 49.2
 GJ0563;SPC OK N     -   495,413.63  1,828,625.86   sFT  0.99995104   -0 16 49.2
 GJ0563;UTM  14      - 4,024,008.004   547,097.475   MT  0.99962733   +0 18 40.4
 GJ0563
 GJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4709724008(NAD 83)
 GJ0563
 GJ0563                          SUPERSEDED SURVEY CONTROL
 GJ0563
 GJ0563  NAD 83(1986)-  36 21 36.04251(N)    098 28 30.13654(W) AD(       ) 3
 GJ0563  NAD 27      -  36 21 35.91667(N)    098 28 28.85232(W) AD(       ) 3
 GJ0563
 GJ0563.Superseded values are not recommended for survey control.
 GJ0563
 GJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0563.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0563
 GJ0563_MARKER: 65 = GRAIN ELEVATOR
 GJ0563
 GJ0563  HISTORY     - Date     Condition        Report By
 GJ0563  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0563
 GJ0563                          STATION DESCRIPTION
 GJ0563
 GJ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0563'THE STATION IS LOCATED IN THE CENTER OF THE VILLAGE OF ORIENTA.  IT
 GJ0563'IS 150 FEET WEST OF THE POST OFFICE AND 50 FEET EAST OF THE ROCK
 GJ0563'ISLAND RAILROAD TRACKS.
 GJ0563'
 GJ0563'IT IS A LARGE CONCRETE STRUCTURE CONSISTING OF A CLUSTER OF NINE
 GJ0563'CYLINDRICAL GRAIN SILOS AND HAS A SMALL HEAD HOUSE ON THE TOP OF THE
 GJ0563'ELEVATOR.  IT HAS AN OVERALL HEIGHT OF 120 FEET.
 GJ0563'
 GJ0563'THE CENTER OF THE ELEVATOR WAS OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0562 ***********************************************************************
 GJ0562  DESIGNATION -  ORIENTA COUNTY COOP N ELEV
 GJ0562  PID         -  GJ0562
 GJ0562  STATE/COUNTY-  OK/MAJOR
 GJ0562  COUNTRY     -  US
 GJ0562  USGS QUAD   -  FAIRVIEW (2018)
 GJ0562
 GJ0562                         *CURRENT SURVEY CONTROL
 GJ0562  ______________________________________________________________________
 GJ0562* NAD 83(1993) POSITION- 36 21 39.72122(N) 098 28 29.41978(W)   ADJUSTED
 GJ0562  ______________________________________________________________________
 GJ0562  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 GJ0562  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 GJ0562  HORZ ORDER      -  THIRD
 GJ0562
 GJ0562.The horizontal coordinates were established by classical geodetic methods
 GJ0562.and adjusted by the National Geodetic Survey in November 1994.
 GJ0562
 GJ0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0562.GEOID18 height accuracy estimate available here.
 GJ0562
 GJ0562.Click photographs - Photos may exist for this station.
 GJ0562
 GJ0562.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0562
 GJ0562. The following values were computed from the NAD 83(1993) position.
 GJ0562
 GJ0562;                    North         East     Units Scale Factor Converg.
 GJ0562;SPC OK N     -   151,115.813   557,385.028   MT  0.99995110   -0 16 48.8
 GJ0562;SPC OK N     -   495,785.80  1,828,687.38   sFT  0.99995110   -0 16 48.8
 GJ0562;UTM  14      - 4,024,121.591   547,115.048   MT  0.99962735   +0 18 40.9
 GJ0562
 GJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4711524121(NAD 83)
 GJ0562
 GJ0562                          SUPERSEDED SURVEY CONTROL
 GJ0562
 GJ0562  NAD 83(1986)-  36 21 39.72608(N)    098 28 29.40646(W) AD(       ) 3
 GJ0562  NAD 27      -  36 21 39.60037(N)    098 28 28.12494(W) AD(       ) 3
 GJ0562
 GJ0562.Superseded values are not recommended for survey control.
 GJ0562
 GJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0562.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0562
 GJ0562_MARKER: 65 = GRAIN ELEVATOR
 GJ0562
 GJ0562  HISTORY     - Date     Condition        Report By
 GJ0562  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0562
 GJ0562                          STATION DESCRIPTION
 GJ0562
 GJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0562'THE STATION IS THE CENTER OF THE TOP HEADHOUSE ON A 170 FOOT HIGH
 GJ0562'AND NORTH ONE TWO ELEVATORS, LOCATED IN ORIENTA, 300 FEET WEST
 GJ0562'OF THE JUNCTION OF U. S. HIGHWAY 60 AND STATE HIGHWAYS 15 AND 8
 GJ0562'AND 100 FEET NORTH OF STATE HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0583 ***********************************************************************
 GJ0583  DESIGNATION -  ORION
 GJ0583  PID         -  GJ0583
 GJ0583  STATE/COUNTY-  OK/MAJOR
 GJ0583  COUNTRY     -  US
 GJ0583  USGS QUAD   -  ORION (2018)
 GJ0583
 GJ0583                         *CURRENT SURVEY CONTROL
 GJ0583  ______________________________________________________________________
 GJ0583* NAD 83(1993) POSITION- 36 12 58.30622(N) 098 45 51.66020(W)   ADJUSTED
 GJ0583* NAVD 88 ORTHO HEIGHT -   553.    (meters)     1814.    (feet) SCALED
 GJ0583  ______________________________________________________________________
 GJ0583  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 GJ0583  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 GJ0583  HORZ ORDER      -  FIRST
 GJ0583
 GJ0583.The horizontal coordinates were established by classical geodetic methods
 GJ0583.and adjusted by the National Geodetic Survey in November 1994.
 GJ0583
 GJ0583.The orthometric height was scaled from a topographic map.
 GJ0583
 GJ0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0583.GEOID18 height accuracy estimate available here.
 GJ0583
 GJ0583.Click photographs - Photos may exist for this station.
 GJ0583
 GJ0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0583
 GJ0583. The following values were computed from the NAD 83(1993) position.
 GJ0583
 GJ0583;                    North         East     Units Scale Factor Converg.
 GJ0583;SPC OK N     -   135,211.163   531,276.413   MT  0.99994577   -0 27 03.9
 GJ0583;SPC OK N     -   443,605.29  1,743,029.36   sFT  0.99994577   -0 27 03.9
 GJ0583;UTM  14      - 4,007,953.937   521,180.466   MT  0.99960553   +0 08 21.2
 GJ0583
 GJ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0583!SPC OK N     -   0.99991752  x   0.99994577  =   0.99986330
 GJ0583!UTM  14      -   0.99991752  x   0.99960553  =   0.99952309
 GJ0583
 GJ0583:                Primary Azimuth Mark                     Grid Az
 GJ0583:SPC OK N     -  ORION AZ MK                              275 35 30.7
 GJ0583:UTM  14      -  ORION AZ MK                              275 00 05.6
 GJ0583
 GJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2118007953(NAD 83)
 GJ0583
 GJ0583|---------------------------------------------------------------------|
 GJ0583| PID    Reference Object                     Distance      Geod. Az  |
 GJ0583|                                                           dddmmss.s |
 GJ0583| CK9572 ORION RM 1                           27.740 METERS 04259     |
 GJ0583| CK9573 ORION RM 2                          102.840 METERS 19703     |
 GJ0583| CK9571 ORION AZ MK                                        2750826.8 |
 GJ0583|---------------------------------------------------------------------|
 GJ0583
 GJ0583                          SUPERSEDED SURVEY CONTROL
 GJ0583
 GJ0583  NAD 83(1986)-  36 12 58.31016(N)    098 45 51.64636(W) AD(       ) 1
 GJ0583  NAD 27      -  36 12 58.17437(N)    098 45 50.32626(W) AD(       ) 1
 GJ0583
 GJ0583.Superseded values are not recommended for survey control.
 GJ0583
 GJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0583.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0583
 GJ0583_MARKER: DS = TRIANGULATION STATION DISK
 GJ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0583_STAMPING: ORION 1963
 GJ0583_MARK LOGO: CGS
 GJ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0583+STABILITY: SURFACE MOTION
 GJ0583
 GJ0583  HISTORY     - Date     Condition        Report By
 GJ0583  HISTORY     - 1963     MONUMENTED       CGS
 GJ0583
 GJ0583                          STATION DESCRIPTION
 GJ0583
 GJ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0583'THE STATION IS ON A SANDY KNOLL THAT HAS SCATTERED OAK TREES ON IT,
 GJ0583'ON THE SOUTH SIDE OF U. S. HIGHWAY 60.  IT IS ABOUT 8-3/4 MILES
 GJ0583'EAST OF CHESTER AND 3/4 MILE EAST OF ORION STORE.
 GJ0583'
 GJ0583'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 60 AND 281
 GJ0583'IN CHESTER, GO EAST ON HIGHWAY 60 FOR 8.0 MILES TO THE ORION STORE
 GJ0583'ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO THE
 GJ0583'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.5
 GJ0583'MILE TO THE STATION ON THE RIGHT.
 GJ0583'
 GJ0583'STATION MARK IS A STANDARD DISK, STAMPED ORION 1963, SET IN THE TOP
 GJ0583'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 133
 GJ0583'FEET SOUTH OF A POWER LINE POLE AND WIRE FENCE, 92 FEET SOUTH OF
 GJ0583'THE HIGHEST POINT OF THE KNOLL AND 4 FEET SOUTHEAST OF A WITNESS
 GJ0583'POST.
 GJ0583'
 GJ0583'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ORION NO 1 1963, SET IN
 GJ0583'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0583'IS 88 FEET SOUTHEAST OF THE POWER LINE POLE AND 65 FEET SOUTH OF
 GJ0583'THE FENCE.  IT IS ABOUT 8 FEET LOWER THAN THE STATION.
 GJ0583'
 GJ0583'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ORION NO 2 1963, SET IN
 GJ0583'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0583'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0583'
 GJ0583'AZIMUTH MARK IS A STANDARD DISK, STAMPED ORION 1963, SET IN THE
 GJ0583'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 GJ0583'119 FEET WEST OF THE WEST GATE POST OF A METAL GATE, 49 FEET NORTH
 GJ0583'OF THE CENTERLINE OF U. S. HIGHWAY 60, 2 FEET EAST OF A WITNESS
 GJ0583'POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 GJ0583'
 GJ0583'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0727 ***********************************************************************
 GH0727  DESIGNATION -  ORLANDO
 GH0727  PID         -  GH0727
 GH0727  STATE/COUNTY-  OK/LOGAN
 GH0727  COUNTRY     -  US
 GH0727  USGS QUAD   -  ORLANDO EAST (2018)
 GH0727
 GH0727                         *CURRENT SURVEY CONTROL
 GH0727  ______________________________________________________________________
 GH0727* NAD 83(1993) POSITION- 36 09 06.62120(N) 097 21 45.33339(W)   ADJUSTED
 GH0727* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH0727  ______________________________________________________________________
 GH0727  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 GH0727  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 GH0727  HORZ ORDER      -  THIRD
 GH0727
 GH0727.The horizontal coordinates were established by classical geodetic methods
 GH0727.and adjusted by the National Geodetic Survey in November 1994.
 GH0727
 GH0727.The orthometric height was scaled from a topographic map.
 GH0727
 GH0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0727.GEOID18 height accuracy estimate available here.
 GH0727
 GH0727.Click photographs - Photos may exist for this station.
 GH0727
 GH0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0727
 GH0727. The following values were computed from the NAD 83(1993) position.
 GH0727
 GH0727;                    North         East     Units Scale Factor Converg.
 GH0727;SPC OK N     -   127,988.108   657,357.089   MT  0.99994545   +0 22 34.2
 GH0727;SPC OK N     -   419,907.65  2,156,679.05   sFT  0.99994545   +0 22 34.2
 GH0727;UTM  14      - 4,002,031.706   647,298.371   MT  0.99986734   +0 57 58.0
 GH0727
 GH0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0727!SPC OK N     -   0.99994931  x   0.99994545  =   0.99989476
 GH0727!UTM  14      -   0.99994931  x   0.99986734  =   0.99981665
 GH0727
 GH0727:                Primary Azimuth Mark                     Grid Az
 GH0727:SPC OK N     -  ORLANDO AZ MK                            324 41 55.6
 GH0727:UTM  14      -  ORLANDO AZ MK                            324 06 31.8
 GH0727
 GH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4729802031(NAD 83)
 GH0727
 GH0727|---------------------------------------------------------------------|
 GH0727| PID    Reference Object                     Distance      Geod. Az  |
 GH0727|                                                           dddmmss.s |
 GH0727| CL5912 ORLANDO RM 1                          7.530 METERS 17429     |
 GH0727| GH0728 ORLANDO CONTL OIL RADIO MAST        APPROX. 1.0 KM 2281153.2 |
 GH0727| CL5913 ORLANDO RM 2                          8.539 METERS 25132     |
 GH0727| GH0736 ORLANDO MUNICIPAL STANDPIPE         APPROX. 1.2 KM 2680616.8 |
 GH0727| CL5911 ORLANDO AZ MK                                      3250429.8 |
 GH0727|---------------------------------------------------------------------|
 GH0727
 GH0727                          SUPERSEDED SURVEY CONTROL
 GH0727
 GH0727  NAD 83(1986)-  36 09 06.62971(N)    097 21 45.31902(W) AD(       ) 3
 GH0727  NAD 27      -  36 09 06.48063(N)    097 21 44.16816(W) AD(       ) 3
 GH0727
 GH0727.Superseded values are not recommended for survey control.
 GH0727
 GH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0727.See file dsdata.pdf to determine how the superseded data were derived.
 GH0727
 GH0727_MARKER: DS = TRIANGULATION STATION DISK
 GH0727_SETTING: 80 = SET IN A BOULDER
 GH0727_STAMPING: ORLANDO 1963
 GH0727_MARK LOGO: CGS
 GH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0727+STABILITY: SURFACE MOTION
 GH0727
 GH0727  HISTORY     - Date     Condition        Report By
 GH0727  HISTORY     - 1963     MONUMENTED       CGS
 GH0727
 GH0727                          STATION DESCRIPTION
 GH0727
 GH0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0727'STATION IS LOCATED ABOUT 1.0 MILE EAST NORTHEAST OF ORLANDO
 GH0727'ON THE HIGHEST POINT IN THE VICINITY AND ON PASTURE LAND
 GH0727'OWNED BY MR. L.C. THOMPSON.
 GH0727'
 GH0727'STATION IS REACHED AS FOLLOWS- FROM THE U. S. POST OFFICE,
 GH0727'IN ORLANDO, GO NORTHEAST ON U.S. HIGHWAY 77 FOR 0.8 MILE TO
 GH0727'A SIDE ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE
 GH0727'NORTHERLY, ON U.S. HIGHWAY 77, FOR 0.35 MILE TO THE AZIMUTH
 GH0727'MARK IN BEDROCK ON THE EAST SIDE OF THE HIGHWAY.) TURN SHARP
 GH0727'RIGHT AND GO SOUTHERLY, CROSSING RAILROAD TRACKS, 0.4 MILE TO
 GH0727'A METAL GATE ON THE LEFT.  PASS THROUGH GATE AND FOLLOW TRACK
 GH0727'ROAD EASTERLY 0.5 MILE TO STATION AT ROCK OUTCROP JUST
 GH0727'SOUTHEAST OF CURVE IN ROAD.
 GH0727'
 GH0727'STATION, STAMPED ORLANDO 1963, IS A STANDARD USC AND GS BRONZE
 GH0727'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 10 FT. X 6 FT.
 GH0727'BOULDER THAT PROJECTS ABOUT 18-INCHES ABOVE THE GROUND.
 GH0727'IT IS 75.0 FEET EAST OF FENCE CORNER, 48.0 FEET SOUTHEAST OF
 GH0727'THE CENTERLINE OF THE CENTER OF CURVE IN TRACK ROAD, 12.5 FEET
 GH0727'SOUTH OF FENCE LINE AND ABOUT 12 FEET ABOVE THE ROAD ELEVATION.
 GH0727'
 GH0727'R. M. 1, STAMPED ORLANDO NO 1 1963, IS A STANDARD USC AND GS
 GH0727'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 GH0727'THAT IS 8 FT. X 6 FT.  IT IS 32.0 FEET SOUTH OF THE FENCE
 GH0727'LINE AND ABOUT 1 FT. BELOW STATION ELEVATION.
 GH0727'
 GH0727'R. M. 2, STAMPED ORLANDO NO 2 1963, IS A STANDARD USC AND GS
 GH0727'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.
 GH0727'IT IS 50.5 FT. EAST SOUTHEAST OF FENCE CORNER, 18.5 FEET SOUTH
 GH0727'OF THE FENCE LINE AND ABOUT 3 FT. BELOW STATION ELEVATION.
 GH0727'
 GH0727'AZIMUTH MARK, STAMPED ORLANDO 1963, IS A STANDARD USC AND GS
 GH0727'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 GH0727'IS FLUSH WITH THE GROUND.  IT IS 51.3 FEET EAST OF THE CENTERLINE
 GH0727'OF U.S. HIGHWAY 77, 48.2 FEET SOUTH OF POWER POLE, 9.3 FEET
 GH0727'NORTHEAST OF A STANDARD METAL WITNESS POST AND 7.3 FEET EAST
 GH0727'OF THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0728 ***********************************************************************
 GH0728  DESIGNATION -  ORLANDO CONTL OIL RADIO MAST
 GH0728  PID         -  GH0728
 GH0728  STATE/COUNTY-  OK/LOGAN
 GH0728  COUNTRY     -  US
 GH0728  USGS QUAD   -  ORLANDO EAST (2018)
 GH0728
 GH0728                         *CURRENT SURVEY CONTROL
 GH0728  ______________________________________________________________________
 GH0728* NAD 83(1993) POSITION- 36 08 44.40074(N) 097 22 15.97122(W)   ADJUSTED
 GH0728  ______________________________________________________________________
 GH0728  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 GH0728  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 GH0728  HORZ ORDER      -  THIRD
 GH0728
 GH0728.The horizontal coordinates were established by classical geodetic methods
 GH0728.and adjusted by the National Geodetic Survey in November 1994.
 GH0728
 GH0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0728.GEOID18 height accuracy estimate available here.
 GH0728
 GH0728.Click photographs - Photos may exist for this station.
 GH0728
 GH0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0728
 GH0728. The following values were computed from the NAD 83(1993) position.
 GH0728
 GH0728;                    North         East     Units Scale Factor Converg.
 GH0728;SPC OK N     -   127,298.271   656,595.718   MT  0.99994548   +0 22 16.1
 GH0728;SPC OK N     -   417,644.41  2,154,181.12   sFT  0.99994548   +0 22 16.1
 GH0728;UTM  14      - 4,001,334.122   646,544.202   MT  0.99986461   +0 57 39.5
 GH0728
 GH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4654401334(NAD 83)
 GH0728
 GH0728                          SUPERSEDED SURVEY CONTROL
 GH0728
 GH0728  NAD 83(1986)-  36 08 44.40927(N)    097 22 15.95670(W) AD(       ) 3
 GH0728  NAD 27      -  36 08 44.26070(N)    097 22 14.80479(W) AD(       ) 3
 GH0728
 GH0728.Superseded values are not recommended for survey control.
 GH0728
 GH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0728.See file dsdata.pdf to determine how the superseded data were derived.
 GH0728
 GH0728_MARKER: 42 = RADIO/TV MAST
 GH0728
 GH0728  HISTORY     - Date     Condition        Report By
 GH0728  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0728
 GH0728                          STATION DESCRIPTION
 GH0728
 GH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0728'STATION IS LOCATED AT THE SOUTHEAST EDGE OF ORLANDO.  IT IS
 GH0728'A STRUCTURAL STEEL MAST, PAINTED ALTERNATELY RED AND WHITE,
 GH0728'70 FEET IN HEIGHT AND HAS A FAN REFLECTOR ON TOP THE POINTS
 GH0728'SOUTH.
 GH0728'
 GH0728'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0736 ***********************************************************************
 GH0736  DESIGNATION -  ORLANDO MUNICIPAL STANDPIPE
 GH0736  PID         -  GH0736
 GH0736  STATE/COUNTY-  OK/LOGAN
 GH0736  COUNTRY     -  US
 GH0736  USGS QUAD   -  ORLANDO WEST (2018)
 GH0736
 GH0736                         *CURRENT SURVEY CONTROL
 GH0736  ______________________________________________________________________
 GH0736* NAD 83(1993) POSITION- 36 09 05.29582(N) 097 22 34.61292(W)   ADJUSTED
 GH0736  ______________________________________________________________________
 GH0736  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 GH0736  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 GH0736  HORZ ORDER      -  THIRD
 GH0736
 GH0736.The horizontal coordinates were established by classical geodetic methods
 GH0736.and adjusted by the National Geodetic Survey in November 1994.
 GH0736
 GH0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0736.GEOID18 height accuracy estimate available here.
 GH0736
 GH0736.Click photographs - Photos may exist for this station.
 GH0736
 GH0736.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0736
 GH0736. The following values were computed from the NAD 83(1993) position.
 GH0736
 GH0736;                    North         East     Units Scale Factor Converg.
 GH0736;SPC OK N     -   127,939.259   656,125.585   MT  0.99994545   +0 22 05.1
 GH0736;SPC OK N     -   419,747.39  2,152,638.69   sFT  0.99994545   +0 22 05.1
 GH0736;UTM  14      - 4,001,970.185   646,067.535   MT  0.99986289   +0 57 28.9
 GH0736
 GH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4606701970(NAD 83)
 GH0736
 GH0736                          SUPERSEDED SURVEY CONTROL
 GH0736
 GH0736  NAD 83(1986)-  36 09 05.30433(N)    097 22 34.59835(W) AD(       ) 3
 GH0736  NAD 27      -  36 09 05.15614(N)    097 22 33.44208(W) AD(       ) 3
 GH0736
 GH0736.Superseded values are not recommended for survey control.
 GH0736
 GH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0736.See file dsdata.pdf to determine how the superseded data were derived.
 GH0736
 GH0736_MARKER: 52 = STANDPIPE TANK
 GH0736
 GH0736  HISTORY     - Date     Condition        Report By
 GH0736  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0736
 GH0736                          STATION DESCRIPTION
 GH0736
 GH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0736'STATION IS LOCATED AT THE NORTH EDGE OF ORLANDO, ON THE
 GH0736'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 75 FEET IN
 GH0736'HEIGHT AND PAINTED SILVER.  THE STATION IS THE CENTER OF THE
 GH0736'TOP OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1014 ***********************************************************************
 GH1014  DESIGNATION -  OSAGE
 GH1014  PID         -  GH1014
 GH1014  STATE/COUNTY-  OK/OSAGE
 GH1014  COUNTRY     -  US
 GH1014  USGS QUAD   -  CHARLEY CREEK EAST (2018)
 GH1014
 GH1014                         *CURRENT SURVEY CONTROL
 GH1014  ______________________________________________________________________
 GH1014* NAD 83(1997) POSITION- 36 40 35.75410(N) 096 49 55.56601(W)   ADJUSTED
 GH1014* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 GH1014  ______________________________________________________________________
 GH1014  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 GH1014  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 GH1014  HORZ ORDER      -  FIRST
 GH1014
 GH1014.The horizontal coordinates were established by classical geodetic methods
 GH1014.and adjusted by the National Geodetic Survey in October 1998.
 GH1014
 GH1014.The orthometric height was scaled from a topographic map.
 GH1014
 GH1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1014.GEOID18 height accuracy estimate available here.
 GH1014
 GH1014.Click photographs - Photos may exist for this station.
 GH1014
 GH1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1014
 GH1014. The following values were computed from the NAD 83(1997) position.
 GH1014
 GH1014;                    North         East     Units Scale Factor Converg.
 GH1014;SPC OK N     -   186,656.064   704,391.090   MT  0.99998481   +0 41 21.2
 GH1014;SPC OK N     -   612,387.44  2,310,989.77   sFT  0.99998481   +0 41 21.2
 GH1014;UTM  14      - 4,061,186.966   693,718.271   MT  1.00006235   +1 17 43.0
 GH1014
 GH1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1014!SPC OK N     -   0.99994753  x   0.99998481  =   0.99993234
 GH1014!UTM  14      -   0.99994753  x   1.00006235  =   1.00000988
 GH1014
 GH1014:                Primary Azimuth Mark                     Grid Az
 GH1014:SPC OK N     -  OSAGE AZ MK                              128 23 42.8
 GH1014:UTM  14      -  OSAGE AZ MK                              127 47 21.0
 GH1014
 GH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9371861186(NAD 83)
 GH1014
 GH1014|---------------------------------------------------------------------|
 GH1014| PID    Reference Object                     Distance      Geod. Az  |
 GH1014|                                                           dddmmss.s |
 GH1014| GH1002 SHIDLER MUNICIPAL TANK              APPROX.19.0 KM 0523023.0 |
 GH1014| GH1011 BURBANK MUNICIPAL TANK              APPROX. 9.6 KM 0773529.3 |
 GH1014| CI2724 OSAGE AZ MK                                        1290504.0 |
 GH1014| CI2725 OSAGE RM 1                            7.820 METERS 16310     |
 GH1014| GH1019 ATT MAST 8 MI SE PONCA CITY         APPROX.10.9 KM 2560651.5 |
 GH1014| GH0660 PONCA CITY SLIM WATER TANK          APPROX.22.2 KM 2711803.3 |
 GH1014| CI2726 OSAGE RM 2                            8.821 METERS 27913     |
 GH1014|---------------------------------------------------------------------|
 GH1014
 GH1014                          SUPERSEDED SURVEY CONTROL
 GH1014
 GH1014  NAD 83(1993)-  36 40 35.75430(N)    096 49 55.56579(W) AD(       ) 1
 GH1014  NAD 83(1986)-  36 40 35.76702(N)    096 49 55.55349(W) AD(       ) 1
 GH1014  NAD 27      -  36 40 35.62336(N)    096 49 54.42758(W) AD(       ) 1
 GH1014
 GH1014.Superseded values are not recommended for survey control.
 GH1014
 GH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1014.See file dsdata.pdf to determine how the superseded data were derived.
 GH1014
 GH1014_MARKER: DS = TRIANGULATION STATION DISK
 GH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1014_STAMPING: OSAGE 1935
 GH1014_MARK LOGO: CGS
 GH1014_PROJECTION: FLUSH
 GH1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1014+STABILITY: SURFACE MOTION
 GH1014
 GH1014  HISTORY     - Date     Condition        Report By
 GH1014  HISTORY     - 1935     MONUMENTED       CGS
 GH1014  HISTORY     - 1963     GOOD             CGS
 GH1014  HISTORY     - 1972     GOOD             OKDH
 GH1014
 GH1014                          STATION DESCRIPTION
 GH1014
 GH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1014'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 1,
 GH1014'T. 25 N., R. 4 E., ABOUT 6 MILES WEST AND 1.25 MILES SOUTH
 GH1014'OF BURBANK, ON TOP OF PROMINENT, SMALL LONE ROCK COVERED
 GH1014'BUTTE, IN PASTURE LAND OWNED BY ROBERT DONELSON WHO LIVES ABOUT
 GH1014'3.0 MILES WEST OF BURBANK.  THERE IS A GROVE OF TREES TO
 GH1014'THE NORTH OF THE BUTTE.
 GH1014'
 GH1014'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 60, IN
 GH1014'PONCA CITY, BY GOING EAST ON U.S. HIGHWAY 60 FOR 1.1 MILES TO
 GH1014'BRIDGE OVER ARKANSAS RIVER, THEN CONTINUE EAST ON U.S. HIGHWAY
 GH1014'60 FOR 6.3 MILES TO MILLERS SERVICE STATION, THEN CONTINUE
 GH1014'EAST ON U.S. HIGHWAY 60 FOR 6.2 MILES TO CROSSROADS AND WHITE
 GH1014'FARM BUILDINGS WITH A GREEN ROOFED BARN IN THE NORTHEAST
 GH1014'CORNER, THEN LEAVE HIGHWAY 60, TURN RIGHT AND GO SOUTH 1.0
 GH1014'MILE TO A CATTLE GUARD AT SECTION CORNER, THEN GO THROUGH
 GH1014'CATTLE GUARD AND FOLLOW A PRAIRIE ROAD SOUTHEAST AND SOUTH
 GH1014'FOR 0.15 MILE, THEN TAKE RIGHT FORK AND GO SOUTH 0.1 MILE,
 GH1014'THEN LEAVE ROAD, TURN RIGHT AND GO SOUTHWEST 0.1 MILE TO
 GH1014'TOP OF BUTTE AND STATION.  MARK IS FLUSH WITH THE SURFACE
 GH1014'OF THE GROUND.
 GH1014'
 GH1014'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION, PROJECTING
 GH1014'ABOUT 6 INCHES.
 GH1014'
 GH1014'REFERENCE MARK NO. 2 IS WEST OF STATION, PROJECTING ABOUT
 GH1014'6 INCHES.
 GH1014'
 GH1014'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHEAST OF STATION,
 GH1014'30 FEET SOUTH OF A LONE BUSHY TOPPED TREE, ABOUT 150 FEET WEST
 GH1014'OF A NORTH-SOUTH PASTURE ROAD, SET IN OUTCROPPING BEDROCK.
 GH1014'REACHED FROM STATION BY GOING EAST ACROSS PASTURE TO ROAD
 GH1014'FORKS, THEN TAKE RIGHT FORK AND GO SOUTHEAST FOR 0.2 MILE, THEN
 GH1014'TAKE RIGHT FORK AND GO SOUTH 0.25 MILE, CONTINUE STRAIGHT
 GH1014'AHEAD WHERE ROAD BEARS TO LEFT TO LONE TREE AND MARK.
 GH1014'
 GH1014'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH1014'DESCRIBED.
 GH1014'
 GH1014'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH1014
 GH1014                          STATION RECOVERY (1963)
 GH1014
 GH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1014'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GH1014'PREVIOUSLY DESCRIBED.  DUE TO ROAD CHANGES FOLLOWING IS
 GH1014'A NEW ROUTING TO THE STATION.
 GH1014'
 GH1014'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 60 IN THE
 GH1014'SOUTHEAST EDGE OF PONCA CITY, GO EAST ON U.S. HIGHWAY 60 FOR 7.3
 GH1014'MILES TO A SIDE ROAD ON THE RIGHT AND 9-MILE STATION ON THE
 GH1014'RIGHT.  CONTINUE AHEAD, EAST, ON U.S. HIGHWAY 60 FOR 6.4
 GH1014'MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, ON GRAVELED ROAD
 GH1014'FOR 1.0 MILE TO A CATTLE GUARD.  CONTINUE SOUTH ON THE GRAVELED
 GH1014'ROAD FOR 0.25 MILE. TURN RIGHT, SOUTHWEST, LEAVING MAIN
 GH1014'ROAD FOR 0.05 MILE TO THE TOP OF SMALL KNOLL AND STATION.
 GH1014'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD,
 GH1014'SOUTHERLY, ON GRAVELED ROAD FOR 0.45 MILE TO A FORK.  TAKE
 GH1014'THE LEFT FORK, EAST, ON GRADED ROAD FOR 0.35 MILE TO A
 GH1014'FORK.  TAKE THE RIGHT FORK, SOUTHERLY, ON GRADED ROAD FOR
 GH1014'0.1 MILE TO A FORK AND THE AZIMUTH MARK ON THE RIGHT AT A
 GH1014'SMALL OAK TREE.
 GH1014
 GH1014                          STATION RECOVERY (1972)
 GH1014
 GH1014'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1972 (RNS)
 GH1014'OSAGE RECOVERED IN GOOD CONDITON.
 GH1014'
 GH1014'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GH1014'
 GH1014'R. M. 1 RECOVERED IN GOOD CONDITION.
 GH1014'
 GH1014'R. M. 2 RECOVERED IN GOOD CONDITION.
 GH1014'
 GH1014'STATION, AZIMUTH, R. M. 1 AND R. M. 2 WERE FOUND WITHOUT DIFFICULTY
 GH1014'USING THE PUBLISHED DESCRIPTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1016 ***********************************************************************
 EL1016  DESIGNATION -  OSARIA MARLOW
 EL1016  PID         -  EL1016
 EL1016  STATE/COUNTY-  OK/GRADY
 EL1016  COUNTRY     -  US
 EL1016  USGS QUAD   -  MARLOW (2018)
 EL1016
 EL1016                         *CURRENT SURVEY CONTROL
 EL1016  ______________________________________________________________________
 EL1016* NAD 83(1993) POSITION- 34 41 40.77199(N) 097 54 13.75457(W)   ADJUSTED
 EL1016* NAVD 88 ORTHO HEIGHT -   441.4   (meters)     1448.    (feet) VERTCON3
 EL1016  ______________________________________________________________________
 EL1016  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 EL1016  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 EL1016  HORZ ORDER      -  FIRST
 EL1016
 EL1016.The horizontal coordinates were established by classical geodetic methods
 EL1016.and adjusted by the National Geodetic Survey in November 1994.
 EL1016
 EL1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1016
 EL1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1016.GEOID18 height accuracy estimate available here.
 EL1016
 EL1016.Click photographs - Photos may exist for this station.
 EL1016
 EL1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1016
 EL1016. The following values were computed from the NAD 83(1993) position.
 EL1016
 EL1016;                    North         East     Units Scale Factor Converg.
 EL1016;SPC OK S     -   151,007.313   608,811.972   MT  0.99993779   +0 03 16.5
 EL1016;SPC OK S     -   495,429.83  1,997,410.61   sFT  0.99993779   +0 03 16.5
 EL1016;UTM  14      - 3,839,729.466   600,400.503   MT  0.99972424   +0 37 26.4
 EL1016
 EL1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1016!SPC OK S     -   0.99993480  x   0.99993779  =   0.99987259
 EL1016!UTM  14      -   0.99993480  x   0.99972424  =   0.99965906
 EL1016
 EL1016:                Primary Azimuth Mark                     Grid Az
 EL1016:SPC OK S     -  MARLOW METH CH SPIRE                     222 23 33.6
 EL1016:UTM  14      -  MARLOW METH CH SPIRE                     221 49 23.7
 EL1016
 EL1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0040039729(NAD 83)
 EL1016
 EL1016|---------------------------------------------------------------------|
 EL1016| PID    Reference Object                     Distance      Geod. Az  |
 EL1016|                                                           dddmmss.s |
 EL1016| EL1006 MARLOW METH CH SPIRE                APPROX. 7.4 KM 2222650.1 |
 EL1016| EL1013 MARLOW NATIONAL BANK FLAG           APPROX. 7.2 KM 2234217.5 |
 EL1016| EL1008 MARLOW BAPTIST CHURCH SPIRE         APPROX. 7.0 KM 2250309.4 |
 EL1016| CY2733 OSARIA MARLOW RM                      9.304 METERS 34403     |
 EL1016|---------------------------------------------------------------------|
 EL1016
 EL1016                          SUPERSEDED SURVEY CONTROL
 EL1016
 EL1016  NAD 83(1986)-  34 41 40.77693(N)    097 54 13.73958(W) AD(       ) 1
 EL1016  NAD 27      -  34 41 40.51000(N)    097 54 12.60600(W) AD(       ) 1
 EL1016  USSD        -  34 41 40.42800(N)    097 54 12.97800(W) AD(       ) 3
 EL1016  NGVD 29 (07/19/86)  441.3    (m)         1448.     (f) VERT ANG       
 EL1016
 EL1016.Superseded values are not recommended for survey control.
 EL1016
 EL1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1016.See file dsdata.pdf to determine how the superseded data were derived.
 EL1016
 EL1016_MARKER: N = NAIL
 EL1016_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EL1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL1016
 EL1016  HISTORY     - Date     Condition        Report By
 EL1016  HISTORY     - 1902     MONUMENTED       USGS
 EL1016  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL1016  HISTORY     - 1935     SEE DESCRIPTION  CGS
 EL1016  HISTORY     - 1937     SEE DESCRIPTION  CGS
 EL1016  HISTORY     - 1948     MARK NOT FOUND   CGS
 EL1016
 EL1016                          STATION DESCRIPTION
 EL1016
 EL1016'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (WB)
 EL1016'THREE MILES NORTH AND 3 MILES EAST OF MARLOW, ON SAND HILL
 EL1016'COVERED WITH SMALL BLACKJACK TREES, IN SEC. 35, T. 3 N., R. 7
 EL1016'W.  FOUR TREES WITHIN 15 METERS (49 FEET) OF STATION WERE
 EL1016'MARKED WITH TRIANGLES CUT INTO BARK ON SIDES FACING STATION.
 EL1016'U.S. GEOLOGICAL SURVEY MARK FOUND IN GOOD CONDITION AND
 EL1016'UNDISTURBED, AND WAS REMOVED, AND STATION REMARKED WITH NAILS
 EL1016'IN THE CENTER OF TERRA-COTTA PIPES 4 INCHES IN DIAMETER AND
 EL1016'2 FEET LONG, FILLED WITH AND SET IN CONCRETE.  THE UNDERGROUND
 EL1016'MARK IS 2 FEET BELOW SURFACE OF GROUND.  REFERENCE MARK IS
 EL1016'CROSS ON COPPER BOLT IN CENTER OF BROWN SANDSTONE, 1 FOOT
 EL1016'SQUARE AND 16 INCHES DEEP, PROJECTING ABOUT 4 INCHES ABOVE
 EL1016'GROUND, 1.4 METERS (5 FEET) SOUTH OF OAK TREE WITH
 EL1016'TRIANGULAR BLAZE, AND 9.304 METERS (30.52 FEET) FROM STATION
 EL1016'N 15 DEG 57 MIN W.  IN 1919 STATION REPORTED LOST.
 EL1016
 EL1016                          STATION RECOVERY (1934)
 EL1016
 EL1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL1016'CLOSE TO THE SOUTHEAST CORNER OF THE NE 1/4 NE 1/4 SE 1/4
 EL1016'OF SEC. 35, T. 3 N., R. 7 W., ON LAND OWNED BY W.H. FULLERTON.
 EL1016'STATION WAS NOT RECOVERED.  PIECES OF CONCRETE WERE FOUND,
 EL1016'PROBABLY OFF THE SURFACE MARK, BUT NO BLAZED TREES AS GIVEN
 EL1016'IN NOTES FOUND.  THE POINT IS IN A SAND HILL WELL COVERED
 EL1016'WITH SMALL POST OAK TREES AND POST OAK RUNNERS.  THE SURFACE
 EL1016'COULD CHANGE CONSIDERABLY IN A SHORT TIME BY DRIFTING SAND.
 EL1016'
 EL1016'A 3-FOOT PRODDING ROD FAILED TO LOCATE THE UNDERGROUND MARK
 EL1016'AFTER 3 OR 4 HOURS WORK.
 EL1016'
 EL1016'THE REFERENCE MARK WAS NOT RECOVERED.  A PIECE OF BROWN
 EL1016'SANDSTONE WAS FOUND IN THE APPROXIMATE LOCATION OF THE MARK,
 EL1016'BUT WAS NOT IDENTIFIED AS PART OF THE REFERENCE MARK.
 EL1016
 EL1016                          STATION RECOVERY (1935)
 EL1016
 EL1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL1016'SEARCHED FOR BUT NOT RECOVERED.  THE PRESENT OWNER, MR. W.H.
 EL1016'FULLERTON, HAS A LARGE PIECE OF CONCRETE, WHICH MIGHT HAVE
 EL1016'BEEN PART OF EITHER THE SURFACE MARK OR THE UNDERGROUND MARK
 EL1016'SET IN 1902, AT HIS HOUSE ABOUT 1/8 MILE NORTHWEST OF THE
 EL1016'OLD STATION SITE.  HE REPORTS THAT HE FOUND IT ON THE GROUND
 EL1016'SURFACE ON TOP OF THE SAND HILL.  IT IS THOUGHT THAT THE SAND
 EL1016'MIGHT HAVE BEEN BLOWN AWAY FROM THE TOP OF THE HILL, AFTER
 EL1016'THE TIMBER WAS CUT OFF, AND THE SURFACE MARK UNCOVERED.  IT
 EL1016'IS ALSO THOUGHT THAT THE UNDERGROUND MARK IS STILL IN THE
 EL1016'GROUND, BUT CAN ONLY BE RECOVERED BY LOCATING A NEW STATION,
 EL1016'AS ALL REFERENCES HAVE BEEN LOST.
 EL1016'
 EL1016'TO REACH FROM THE TOWN OF MARLOW, GO NORTH 2.4 MILES ON
 EL1016'PAVED U.S. HIGHWAY 81, TURN EAST, CROSS RAILROAD AND GO EAST
 EL1016'3.1 MILES, TURN LEFT, GO NORTH 1.3 MILES, TURN RIGHT, AND GO
 EL1016'EAST 0.7 MILE TO MR. W.H. FULLERTONS HOME ON THE NORTH SIDE
 EL1016'OF A SANDY ROAD AT THE TOP OF THE SAND HILL.  THE STATION
 EL1016'SITE IS ABOUT 1/8 MILE SOUTHEAST.
 EL1016
 EL1016                          STATION RECOVERY (1937)
 EL1016
 EL1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 EL1016'IT IS BELIEVED THAT ALL MARKS HAVE BEEN DESTROYED BY VANDALS,
 EL1016'AND THAT THE STATION IS LOST.  HOWEVER, ONE ANCHOR OF THE SIGNAL
 EL1016'WAS FOUND, AND IF OTHERS CAN BE FOUND FROM THE PLAN, IT IS
 EL1016'BARELY POSSIBLE THAT THE UNDERGROUND MARK MAY BE RECOVERED.
 EL1016'FROM EVIDENCE, IT IS BELIEVED THAT THE STATION SITE WAS
 EL1016'EXCAVATED, AND NO MARKS WERE FOUND IN PLACE.  THIS COULD BE
 EL1016'VERIFIED ONLY BY REPRODUCING THE POSITION, OR FROM THE PLAN
 EL1016'OF THE SIGNAL.
 EL1016
 EL1016                          STATION RECOVERY (1948)
 EL1016
 EL1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1016'AN EXTENSIVE SEARCH WAS MADE BY THIS PARTY AND NO MARKS WERE
 EL1016'FOUND.  THE STATION IS LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1017 ***********************************************************************
 EL1017  DESIGNATION -  OSARIA MARLOW 2
 EL1017  PID         -  EL1017
 EL1017  STATE/COUNTY-  OK/GRADY
 EL1017  COUNTRY     -  US
 EL1017  USGS QUAD   -  MARLOW (2018)
 EL1017
 EL1017                         *CURRENT SURVEY CONTROL
 EL1017  ______________________________________________________________________
 EL1017* NAD 83(1993) POSITION- 34 41 40.59570(N) 097 54 14.04778(W)   ADJUSTED
 EL1017* NAVD 88 ORTHO HEIGHT -   441.3   (meters)     1448.    (feet) VERTCON3
 EL1017  ______________________________________________________________________
 EL1017  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 EL1017  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 EL1017  HORZ ORDER      -  SECOND
 EL1017
 EL1017.The horizontal coordinates were established by classical geodetic methods
 EL1017.and adjusted by the National Geodetic Survey in November 1994.
 EL1017
 EL1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1017
 EL1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1017.GEOID18 height accuracy estimate available here.
 EL1017
 EL1017.Click photographs - Photos may exist for this station.
 EL1017
 EL1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1017
 EL1017. The following values were computed from the NAD 83(1993) position.
 EL1017
 EL1017;                    North         East     Units Scale Factor Converg.
 EL1017;SPC OK S     -   151,001.874   608,804.515   MT  0.99993779   +0 03 16.4
 EL1017;SPC OK S     -   495,411.98  1,997,386.15   sFT  0.99993779   +0 03 16.4
 EL1017;UTM  14      - 3,839,723.954   600,393.102   MT  0.99972422   +0 37 26.2
 EL1017
 EL1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1017!SPC OK S     -   0.99993482  x   0.99993779  =   0.99987261
 EL1017!UTM  14      -   0.99993482  x   0.99972422  =   0.99965905
 EL1017
 EL1017:                Primary Azimuth Mark                     Grid Az
 EL1017:SPC OK S     -  OSARIA MARLOW 2 AZ MK 2                  280 39 43.5
 EL1017:UTM  14      -  OSARIA MARLOW 2 AZ MK 2                  280 05 33.7
 EL1017
 EL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0039339723(NAD 83)
 EL1017
 EL1017|---------------------------------------------------------------------|
 EL1017| PID    Reference Object                     Distance      Geod. Az  |
 EL1017|                                                           dddmmss.s |
 EL1017| CY2731 OSARIA MARLOW 2 RM 1                 18.169 METERS 11805     |
 EL1017| CY2732 OSARIA MARLOW 2 RM 2                 17.934 METERS 20351     |
 EL1017| EL1009 MARLOW CITY HALL SPIRE              APPROX. 7.3 KM 2235320.2 |
 EL1017| EL1011 MARLOW GRADE SCH FLAGSTAFF          APPROX. 7.4 KM 2244646.2 |
 EL1017| EL1018 MARLOW SW BELL TEL CO MW MAST       APPROX. 4.6 KM 2711825.9 |
 EL1017| CY2729 OSARIA MARLOW 2 AZ MK                              2802702.9 |
 EL1017| CY2730 OSARIA MARLOW 2 AZ MK 2                            2804259.9 |
 EL1017| EL1025 RUSH SPRINGS MUNICIPAL TANK         APPROX.11.1 KM 3333411.1 |
 EL1017| EL1030 RUSH SPRINGS W FARMERS MAST         APPROX.15.3 KM 3444649.3 |
 EL1017|---------------------------------------------------------------------|
 EL1017
 EL1017                          SUPERSEDED SURVEY CONTROL
 EL1017
 EL1017  NAD 83(1986)-  34 41 40.60016(N)    097 54 14.03217(W) AD(       ) 2
 EL1017  NAD 27      -  34 41 40.33460(N)    097 54 12.90066(W) AD(       ) 2
 EL1017  NGVD 29 (07/19/86)  441.2    (m)         1448.     (f) VERT ANG       
 EL1017
 EL1017.Superseded values are not recommended for survey control.
 EL1017
 EL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1017.See file dsdata.pdf to determine how the superseded data were derived.
 EL1017
 EL1017_MARKER: DS = TRIANGULATION STATION DISK
 EL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1017_STAMPING: OSARIA MARLOW 2 USGS 1948
 EL1017_MARK LOGO: CGS
 EL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1017+STABILITY: SURFACE MOTION
 EL1017
 EL1017  HISTORY     - Date     Condition        Report By
 EL1017  HISTORY     - 1948     MONUMENTED       CGS
 EL1017  HISTORY     - 1957     GOOD             CGS
 EL1017  HISTORY     - 1964     GOOD             CGS
 EL1017  HISTORY     - 1968     GOOD             CGS
 EL1017  HISTORY     - 1976     MARK NOT FOUND   NGS
 EL1017  HISTORY     - 1976     GOOD             DMA
 EL1017
 EL1017                          STATION DESCRIPTION
 EL1017
 EL1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1017'THE STATION IS LOCATED ON THE SUMMIT OF A LOW SAND HILL, COVERED
 EL1017'WITH OAK BRUSH, ABOUT 3 MILES NORTHEAST OF MARLOW.  IT PROJECTS
 EL1017'3 INCHES AND IS STAMPED OSARIA MARLOW USGS 2 1948.
 EL1017'
 EL1017'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, PROJECTS 9
 EL1017'INCHES AND IS STAMPED OSARIA MARLOW USGS 2 NO 1 1948.
 EL1017'
 EL1017'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION AND
 EL1017'ABOUT 2.0 FEET BELOW STATION ELEVATION.  IT PROJECTS 7 INCHES
 EL1017'AND IS STAMPED OSARIA MARLOW USGS 2 NO 2 1948.
 EL1017'
 EL1017'AZIMUTH MARK IS WEST OF THE STATION, 110 FEET SOUTH-SOUTHWEST
 EL1017'OF A FARM HOUSE, 42 FEET SOUTHEAST OF THE CENTER OF INTERSECTION
 EL1017'OF A CROSSROAD, AND 20 FEET EAST OF A FENCE CORNER.  IT PROJECTS
 EL1017'3 INCHES AND IS STAMPED OSARIA MARLOW USGS 2 1948.
 EL1017'
 EL1017'TO REACH THE STATION FROM THE STOP LIGHT IN THE CENTER OF THE
 EL1017'TOWN OF MARLOW, GO NORTH ON U.S. HIGHWAY NO. 81 FOR 2.4 MILES
 EL1017'TO A CROSSROAD, TURN RIGHT, EAST, AND GO 0.5 MILE TO A RAILROAD
 EL1017'CROSSING, CROSS RAILROAD AND CONTINUE EAST FOR 2.0 MILES TO A
 EL1017'T ROAD LEFT, JUST BEFORE REACHING TOP OF HILL, TURN LEFT AND
 EL1017'GO NORTHEAST AND NORTH FOR 1.05 MILE TO A DIM CROSSROAD AND
 EL1017'AZIMUTH MARK ON RIGHT AS DESCRIBED, TURN RIGHT, EAST, ON DIM
 EL1017'ROAD AND GO 0.55 MILE TO A HOUSE ON THE LEFT, CONTINUE EAST
 EL1017'FOR 0.05 MILE TO A FENCE CORNER ON THE RIGHT, TURN RIGHT
 EL1017'ON FARM ROAD AND GO SOUTH FOR 0.1 MILE TO THE RUINS OF AN
 EL1017'OLD FARM BUILDING, GO SOUTHWEST FOR 0.05 MILE TO A WIRE
 EL1017'GATE IN A NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND
 EL1017'CONTINUE SOUTHWEST FOR 300 FEET TO THE TOP OF A BRUSH COVERED
 EL1017'HILL AND THE STATION AS DESCRIBED.
 EL1017'
 EL1017'A 100 FOOT SIGNAL AT BURNS IS VISIBLE AT 15 FEET.
 EL1017'
 EL1017'A 4 FOOT SIGNAL AT KECHI 1902 IS VISIBLE AT 15 FEET.
 EL1017'
 EL1017'A 74 FOOT SIGNAL AT SPRINGS IS VISIBLE AT 37 FEET.
 EL1017'
 EL1017'A 47 FOOT SIGNAL AT LANIER 1902 IS VISIBLE AT 15 FEET.
 EL1017'
 EL1017'A 47 FOOT SIGNAL AT TABLE HILL USGS 1902 IS VISIBLE FROM 15 FEET.
 EL1017'
 EL1017'A 4 FOOT SIGNAL AT GADDIS IS VISIBLE AT 15 FEET.
 EL1017'
 EL1017'A 47 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 37 FEET.
 EL1017'
 EL1017'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 37 FEET
 EL1017'
 EL1017'A 74 FOOT SIGNAL AT RUSH IS VISIBLE AT 37 FEET.
 EL1017'
 EL1017'A 47 FOOT SIGNAL AT ARBUCKLE VELMA (USGS) 1902 IS VISIBLE
 EL1017'AT 50 FEET.
 EL1017
 EL1017                          STATION RECOVERY (1957)
 EL1017
 EL1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1017'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EL1017'IN GOOD CONDITION.
 EL1017'
 EL1017'MR. J.C. STEPPICK, WHO LIVES 8 MILES EAST OF THE STATION AND 1
 EL1017'MILE SOUTH OF BAILEY, NOW OWNS THE PROPERTY.
 EL1017
 EL1017                          STATION RECOVERY (1964)
 EL1017
 EL1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EL1017'THE STATION IS LOCATED ON THE SUMMIT OF A LOW SAND HILL,
 EL1017'COVERED WITH OAK BRUSH, ABOUT 3 MILES NORTHEAST OF MARLOW.
 EL1017'IT PROJECTS 3 INCHES AND IS STAMPED OSARIA MARLOW USGS 2 1948.
 EL1017'
 EL1017'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, PROJECTS
 EL1017'9 INCHES AND IS STAMPED OSARIA MARLOW USGS 2 NO 1 1948.
 EL1017'
 EL1017'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION AND
 EL1017'ABOUT 2.0 FEET BELOW STATION ELEVATION.  IT PROJECTS 7 INCHES
 EL1017'AND IS STAMPED OSARIA MARLOW USGS 2 NO 2 1948.
 EL1017'
 EL1017'AZIMUTH MARK IS 0.62 MILE WEST OF THE STATION, 110 FEET SSW
 EL1017'OF THE SW CORNER OF AN OLD CONCRETE FOUNDATION WHERE A FARMHOUSE
 EL1017'HAS BEEN REMOVED, 42 FEET SE OF THE CENTER OF ROAD INTERSECTION,
 EL1017'AND 20 FEET EAST OF A FENCE CORNER.  IT PROJECTS 3 INCHES
 EL1017'AND IS STAMPED OSARIA MARLOW USGS 2 1948.
 EL1017'
 EL1017'TO REACH THE STATION FROM THE STOPLIGHT AT THE INTERSECTION
 EL1017'OF MAIN ST AND U.S. HIGHWAY 81 NEAR THE CENTER OF THE TOWN
 EL1017'OF MARLOW PROCEED NORTH FOR 2.4 MILES TO INTERSECTION OF
 EL1017'SECTION LINE ROAD TO THE EAST, PROCEED EAST ON SECTION LINE ROAD
 EL1017'FOR 0.5 MILE TO RAILROAD CROSSING, CONTINUE EAST FOR 2 MILES TO
 EL1017'INTERSECTION OF DIRT ROAD FROM NORTH ON TOP OF HILL, TURN NORTH,
 EL1017'CONTINUE NORTH FOR 1.0 MILE TO INTERSECTION WITH SECTION LINE
 EL1017'ROAD.  TURN RIGHT (EAST) THROUGH GATE ORNAMENTED WITH WAGON
 EL1017'WHEELS.
 EL1017'(AZIMUTH MARK IS SOUTHEAST OF THIS INTERSECTION AS DESCRIBED).
 EL1017'PROCEED EAST APPROXIMATELY 0.5 MILE TO A LOCKED SECOND GATE
 EL1017'ON SECTION ROAD.  PROCEED SOUTH ALONG 5 STRAND BARB WIRE
 EL1017'FENCE.  PROCEED WEST ALONG THE NORTH SIDE OF THE EAST WEST
 EL1017'TO THE INTERSECTION OF AN EAST-WEST 5 STRAND BARB WIRE FENCE
 EL1017'5 STRAND BARD WIRE FENCE.  PROCEED WEST ALONG THE NORTH
 EL1017'SIDE OF THE EAST WEST FENCE FOR 115 METERS (150 PACES) TO THE
 EL1017'VICINITY OF THE STATION.  IT MAY BE NECESSARY TO LOCATE THE
 EL1017'STATION TO PROCEED ON WEST FOR 70 METERS (86 PACES) TO
 EL1017'THE FENCE CORNER AND THEN TAPE BACK THE EXACT DISTANCE,
 EL1017'I.E. 50 71 METERS ALONG THE FENCE TO A POINT DIRECTLY SOUTH OF
 EL1017'R.M. 1.  THE BRUSH IS 15 TO 25 FEET HIGH AND THICK ENOUGH TO
 EL1017'DIRECTLY SOUTH OF R.M. 2, AND 21.60 METERS MORE TO A POINT
 EL1017'DIRECTLY SOUTH OF R.M. 1.  THE BRUSH IS 15 TO 25 FEET HIGH AND THICK
 EL1017'ENOUGH TO PRECLUDE VISIBILITY OF MORE THAN A FEW FEET.  A
 EL1017'TOWER OF APPROXIMATELY 25 FEET HIGH IS REQUIRED TO CLEAR THE
 EL1017'LOCAL BRUSH AROUND THE STATION.
 EL1017
 EL1017                          STATION RECOVERY (1968)
 EL1017
 EL1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1017'STATION, REFERENCE MARKS NO.1, NO. 2 AND THE AZIMUTH MARK WERE
 EL1017'RECOVERED AND FOUND IN GOOD CONDITION.  AS DESCRIBED IN THE 1948
 EL1017'DESCRIPTION.
 EL1017'
 EL1017'A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE REFERENCE
 EL1017'MARKS, A DIFFERENCE WAS FOUND TO THE REFERENCE MARKS IN DIRECTION,
 EL1017'DISTANCE IS CORRECT.
 EL1017'
 EL1017'DUE TO REQUEST OF PROPERTY OWNER THE AZIMUTH MARK WAS DESTROYED.
 EL1017'
 EL1017'A NEW AZIMUTH MARK WAS ESTABLISHED AND IS LOCATED NEAR WHERE
 EL1017'THE 1948 AZIMUTH MARK WAS.  IT IS 50 FEET EAST-NORTHEAST
 EL1017'OF POWERLINE POLE WITH TRANSFORMER, 28 FEET EAST-SOUTHEAST
 EL1017'OF CROSSROADS, 2.5 FEET EAST OF METAL WITNESS POST WITH SIGN
 EL1017'ATTACHED AND 1.5 FEET SOUTHEAST OF GATE POST.  IT IS MARKED
 EL1017'BY A STANDARD TRIANGULATION AZIMUTH MARK DISK, SET IN THE TOP
 EL1017'OF A 12 INCH CONCRETE CYLINDER MONUMENT .  IT
 EL1017'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 EL1017'STAMPED OSARIA MARLOW USGS 2 AZI 2 1948 1968.
 EL1017'
 EL1017'THE LOCATION OF THE STATION IS ADEQUATE.  A NEW ROUTE TO THE
 EL1017'STATION FOLLOWS--TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 EL1017'81 AND STATE HIGHWAY 29 IN MARLOW, GO NORTH ON U.S. HIGHWAY
 EL1017'81 FOR 2.3 MILES TO A CROSS ROAD AT THE GRADY-STEPHENS COUNTY
 EL1017'LINE.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 0.5 MILE
 EL1017'TO A RAILROAD CROSSING.  CONTINUE EAST ON THE DIRT ROAD FOR
 EL1017'2.0 MILES TO WHERE ROAD TURNS LEFT.  TURN LEFT AND GO NORTH
 EL1017'ON DIRT FOR 1.0 MILE TO A DIM CROSSROAD AND THE AZIMUTH MARK
 EL1017'ON THE RIGHT.  TURN RIGHT AND GO EAST ON MAIN TRAVELED ROAD
 EL1017'FOR 0.5 MILE TO A LOCKED GATE, PASS THRU GATE AND CONTINUE
 EL1017'EASTERLY FOR 0.15 MILE TO A TRACK ROAD TO THE RIGHT.  TURN
 EL1017'RIGHT AND GO SOUTHERLY FOR 0.15 MILE, TURN RIGHT AND GO WEST
 EL1017'AND SOUTH FOR 0.1 MILE TO TOP OF BRUSH COVERED RIDGE AND
 EL1017'STATION ON THE HIGHEST PART OF HILL.
 EL1017'
 EL1017'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, DUE TO BRUSH
 EL1017'ON HILL AT STATION SITE.
 EL1017
 EL1017                          STATION RECOVERY (1976)
 EL1017
 EL1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 EL1017'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 EL1017'CONDITION.  HOWEVER, THE STATION MARK AND REFERENCE MARKS NO. 1
 EL1017'AND NO. 2 COULD NOT BE LOCATED AND ARE PRESUMABLY DESTROYED.
 EL1017
 EL1017                          STATION RECOVERY (1976)
 EL1017
 EL1017'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1017'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EL1017'HOWEVER, THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2
 EL1017'COULD NOT BE LOCATED AND ARE PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0918 ***********************************************************************
 EL0918  DESIGNATION -  OSWALT
 EL0918  PID         -  EL0918
 EL0918  STATE/COUNTY-  OK/LOVE
 EL0918  COUNTRY     -  US
 EL0918  USGS QUAD   -  HEALDTON SE (2018)
 EL0918
 EL0918                         *CURRENT SURVEY CONTROL
 EL0918  ______________________________________________________________________
 EL0918* NAD 83(1993) POSITION- 34 02 28.52464(N) 097 19 57.97498(W)   ADJUSTED
 EL0918* NAVD 88 ORTHO HEIGHT -   288.    (meters)      945.    (feet) SCALED
 EL0918  ______________________________________________________________________
 EL0918  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 EL0918  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 EL0918  HORZ ORDER      -  SECOND
 EL0918
 EL0918.The horizontal coordinates were established by classical geodetic methods
 EL0918.and adjusted by the National Geodetic Survey in November 1994.
 EL0918
 EL0918.The orthometric height was scaled from a topographic map.
 EL0918
 EL0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0918.GEOID18 height accuracy estimate available here.
 EL0918
 EL0918.Click photographs - Photos may exist for this station.
 EL0918
 EL0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0918
 EL0918. The following values were computed from the NAD 83(1993) position.
 EL0918
 EL0918;                    North         East     Units Scale Factor Converg.
 EL0918;SPC OK S     -    78,729.210   661,610.360   MT  0.99998054   +0 22 43.4
 EL0918;SPC OK S     -   258,297.42  2,170,633.32   sFT  0.99998054   +0 22 43.4
 EL0918;UTM  14      - 3,767,984.119   653,898.699   MT  0.99989197   +0 56 00.5
 EL0918
 EL0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0918!SPC OK S     -   0.99995886  x   0.99998054  =   0.99993940
 EL0918!UTM  14      -   0.99995886  x   0.99989197  =   0.99985083
 EL0918
 EL0918:                Primary Azimuth Mark                     Grid Az
 EL0918:SPC OK S     -  OSWALT AZ MK                             186 44 32.6
 EL0918:UTM  14      -  OSWALT AZ MK                             186 11 15.5
 EL0918
 EL0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5389867984(NAD 83)
 EL0918
 EL0918|---------------------------------------------------------------------|
 EL0918| PID    Reference Object                     Distance      Geod. Az  |
 EL0918|                                                           dddmmss.s |
 EL0918| CY2738 OSWALT RM 1                          21.811 METERS 16634     |
 EL0918| CY2737 OSWALT AZ MK                                       1870716.0 |
 EL0918| CY2739 OSWALT RM 2                          22.604 METERS 23809     |
 EL0918|---------------------------------------------------------------------|
 EL0918
 EL0918                          SUPERSEDED SURVEY CONTROL
 EL0918
 EL0918  NAD 83(1986)-  34 02 28.52969(N)    097 19 57.96575(W) AD(       ) 2
 EL0918  NAD 27      -  34 02 28.17970(N)    097 19 56.89760(W) AD(       ) 2
 EL0918
 EL0918.Superseded values are not recommended for survey control.
 EL0918
 EL0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0918.See file dsdata.pdf to determine how the superseded data were derived.
 EL0918
 EL0918_MARKER: DS = TRIANGULATION STATION DISK
 EL0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0918_STAMPING: OSWALT 1955
 EL0918_MARK LOGO: CGS
 EL0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0918+STABILITY: SURFACE MOTION
 EL0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0918+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2014
 EL0918
 EL0918  HISTORY     - Date     Condition        Report By
 EL0918  HISTORY     - 1955     MONUMENTED       CGS
 EL0918  HISTORY     - 20141027 GOOD             INDIV
 EL0918
 EL0918                          STATION DESCRIPTION
 EL0918
 EL0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0918'THE STATION IS ABOUT 15 MILES SOUTHWEST OF ARDMORE, 9 MILES
 EL0918'SOUTHEAST OF WILSON AND 1 MILE NORTH OF THE ABANDONED COMMUNITY
 EL0918'OF OSWALT.  IT IS ON THE TOP OF A NORTH-SOUTH RIDGE THAT IS
 EL0918'WOODED ON THE EAST AND OPEN PASTURE ON THE WEST.  IT IS
 EL0918'12 FEET WEST OF A WITNESS POST AND 14 FEET WEST OF A FENCE AT
 EL0918'THE WEST EDGE OF THE WOODS, PROJECTS 3 INCHES AND THE DISK
 EL0918'IS STAMPED OSWALT 1955.
 EL0918'
 EL0918'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE FENCE AT THE
 EL0918'WEST EDGE OF THE WOODS, PROJECTS 5 INCHES AND THE DISK IS
 EL0918'STAMPED OSWALT NO 1 1955.
 EL0918'
 EL0918'REFERENCE MARK NO. 2 IS IN OPEN PASTURE, PROJECTS 3 INCHES
 EL0918'AND THE DISK IS STAMPED OSWALT NO 2 1955.
 EL0918'
 EL0918'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EL0918'NO. 2 IS 85.26 FEET.
 EL0918'
 EL0918'THE AZIMUTH MARK IS ACROSS THE ROAD FROM THE OLD OSWALT
 EL0918'SCHOOL, 57 FEET SOUTH OF A POWERLINE POLE, 23 FEET WEST OF
 EL0918'THE CENTER OF A GRADED ROAD, 17 FEET NORTH OF THE CENTER
 EL0918'OF A WIRE GATE AND FARM LANE, AND 2.5 FEET NORTH OF A WITNESS
 EL0918'POST AND 1 FOOT WEST OF A FENCE.  IT PROJECTS 4 INCHES AND
 EL0918'THE DISK IS STAMPED OSWALT 1955.
 EL0918'
 EL0918'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, GO
 EL0918'WESTERLY ON U.S. HIGHWAY NO. 70 FOR 0.8 MILE TO THE JUNCTION
 EL0918'WITH U.S. HIGHWAY NO. 77.  HERE TURN LEFT AND GO SOUTH ON
 EL0918'U.S. HIGHWAY NO. 77 FOR 6.5 MILES TO A GRAVELED ROAD ON
 EL0918'THE RIGHT JUST AFTER CROSSING A SMALL CONCRETE BRIDGE.
 EL0918'HERE TURN SHARP RIGHT AND GO WESTERLY AND SOUTHWEST ON A
 EL0918'GRAVELED ROAD FOR 3.3 MILES TO A T ROAD LEFT, TURN LEFT AND GO
 EL0918'SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD AND
 EL0918'A SMALL STORE IN THE NORTHWEST ANGLE.  HERE TURN RIGHT AND
 EL0918'GO WEST ON A GRAVELED ROAD FOR 8.0 MILES TO A CROSSROAD
 EL0918'AT THE ABANDONED COMMUNITY OF OSWALT.  HERE TURN RIGHT AND GO
 EL0918'NORTH ON A GRADED ROAD FOR 0.3 MILE TO A WIRE GATE, PASS
 EL0918'THROUGH THIS GATE AND CONTINUE NORTH FOR 0.1 MILE TO A
 EL0918'FORK, TAKE THE RIGHT FORK AND CONTINUE NORTHERLY FOR 0.6
 EL0918'MILE TO A FENCE CORNER ON THE RIGHT JUST BEFORE REACHING
 EL0918'THE CREST OF THE HILL.  HERE TURN RIGHT AND GO EAST
 EL0918'ALONG THE SOUTH EDGE OF THE FENCE FOR 0.1 MILE TO THE TOP OF
 EL0918'THE RIDGE, HERE BEAR RIGHT AND GO SOUTH ALONG THE
 EL0918'WEST EDGE OF A FENCE AT THE WEST EDGE OF THE WOODS FOR
 EL0918'ABOUT 0.05 MILE AND THE STATION AS DESCRIBED.
 EL0918'
 EL0918'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE ABANDONED
 EL0918'COMMUNITY OF OSWALT, GO SOUTH ON A GRAVELED ROAD FOR 0.1
 EL0918'MILE TO A WIRE GATE ON THE RIGHT JUST WEST OF THE OLD OSWALT
 EL0918'SCHOOL AND THE MARK AS DESCRIBED.
 EL0918'
 EL0918'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EL0918
 EL0918                          STATION RECOVERY (2014)
 EL0918
 EL0918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (TC)
 EL0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0710 ***********************************************************************
 GH0710  DESIGNATION -  OTOE
 GH0710  PID         -  GH0710
 GH0710  STATE/COUNTY-  OK/NOBLE
 GH0710  COUNTRY     -  US
 GH0710  USGS QUAD   -  RED ROCK (2018)
 GH0710
 GH0710                         *CURRENT SURVEY CONTROL
 GH0710  ______________________________________________________________________
 GH0710* NAD 83(1993) POSITION- 36 23 25.25277(N) 097 10 54.94482(W)   ADJUSTED
 GH0710* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0710  ______________________________________________________________________
 GH0710  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 GH0710  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 GH0710  HORZ ORDER      -  SECOND
 GH0710
 GH0710.The horizontal coordinates were established by classical geodetic methods
 GH0710.and adjusted by the National Geodetic Survey in November 1994.
 GH0710
 GH0710.The orthometric height was scaled from a topographic map.
 GH0710
 GH0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0710.GEOID18 height accuracy estimate available here.
 GH0710
 GH0710.Click photographs - Photos may exist for this station.
 GH0710
 GH0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0710
 GH0710. The following values were computed from the NAD 83(1993) position.
 GH0710
 GH0710;                    North         East     Units Scale Factor Converg.
 GH0710;SPC OK N     -   154,573.539   673,390.755   MT  0.99995295   +0 28 58.0
 GH0710;SPC OK N     -   507,130.02  2,209,282.84   sFT  0.99995295   +0 28 58.0
 GH0710;UTM  14      - 4,028,780.275   663,055.265   MT  0.99992758   +1 04 43.9
 GH0710
 GH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0710!SPC OK N     -   0.99995549  x   0.99995295  =   0.99990845
 GH0710!UTM  14      -   0.99995549  x   0.99992758  =   0.99988308
 GH0710
 GH0710:                Primary Azimuth Mark                     Grid Az
 GH0710:SPC OK N     -  PERRY SOUTH MUNICIPAL TANK               217 37 30.3
 GH0710:UTM  14      -  PERRY SOUTH MUNICIPAL TANK               217 01 44.4
 GH0710
 GH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6305528780(NAD 83)
 GH0710
 GH0710|---------------------------------------------------------------------|
 GH0710| PID    Reference Object                     Distance      Geod. Az  |
 GH0710|                                                           dddmmss.s |
 GH0710| CL5926 OTOE RM 1                            25.122 METERS 04201     |
 GH0710| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX.31.4 KM 1322059.0 |
 GH0710| CL5927 OTOE RM 2                            22.379 METERS 15314     |
 GH0710| GH0743 PERRY SMITH TRUCK SERV RAD MST      APPROX.16.8 KM 2111411.0 |
 GH0710| GH0745 PERRY OKLA HWY DEPT RADIO MAST      APPROX.17.0 KM 2114632.3 |
 GH0710| GH0754 PERRY MICROWAVE RELAY MAST          APPROX.17.1 KM 2121438.0 |
 GH0710| GH0749 PERRY SOUTH MUNICIPAL TANK          APPROX.15.1 KM 2180628.3 |
 GH0710| GH0741 PERRY FARMERS COOP ELEVATOR         APPROX.15.4 KM 2202717.5 |
 GH0710| GH0742 PERRY CATHOLIC CHURCH SPIRE         APPROX.15.1 KM 2205637.4 |
 GH0710| GH0746 PERRY ELLIOT CONSTR RAD MAST        APPROX.13.6 KM 2210802.9 |
 GH0710| GH0753 PERRY NORTH MUNICIPAL TANK          APPROX.14.8 KM 2242349.2 |
 GH0710| GH0744 PERRY HALIBURTON CONSTR RADIO       APPROX.12.1 KM 2243835.8 |
 GH0710|---------------------------------------------------------------------|
 GH0710
 GH0710                          SUPERSEDED SURVEY CONTROL
 GH0710
 GH0710  NAD 83(1986)-  36 23 25.26346(N)    097 10 54.93154(W) AD(       ) 2
 GH0710  NAD 27      -  36 23 25.11738(N)    097 10 53.78116(W) AD(       ) 2
 GH0710
 GH0710.Superseded values are not recommended for survey control.
 GH0710
 GH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0710.See file dsdata.pdf to determine how the superseded data were derived.
 GH0710
 GH0710_MARKER: DS = TRIANGULATION STATION DISK
 GH0710_SETTING: 66 = SET IN ROCK OUTCROP
 GH0710_STAMPING: OTOE 1963
 GH0710_MARK LOGO: CGS
 GH0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0710+STABILITY: POSITION/ELEVATION WELL
 GH0710
 GH0710  HISTORY     - Date     Condition        Report By
 GH0710  HISTORY     - 1963     MONUMENTED       CGS
 GH0710
 GH0710                          STATION DESCRIPTION
 GH0710
 GH0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0710'THE STATION IS ON A SMALL PROMINENT, BARE HILL, ABOUT 20
 GH0710'MILES SOUTH AND 5 MILES WEST OF PONCA CITY, 9-1/4 MILES
 GH0710'NORTHWEST OF PERRY AND 4-1/2 MILES SOUTH OF RED ROCK.
 GH0710'
 GH0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GH0710'60, 77 AND STATE HIGHWAY 40 IN THE SOUTH EDGE OF PONCA CITY,
 GH0710'GO SOUTH ON STATE HIGHWAY 40 FOR 7.0 MILES TO A BRIDGE OVER
 GH0710'OVER THE SALT FORK RIVER.  CONTINUE SOUTH ON HIGHWAY 40 FOR
 GH0710'11.9 MILES TO A SMALL BRIDGE OVER GREASY CREEK AND A SIDE
 GH0710'ROAD RIGHT AT THE SOUTH END OF THE BRIDGE.  TURN RIGHT ON
 GH0710'GRADED ROAD AND GO WEST FOR 2.0 MILES TO A T-ROAD JUNCTION.
 GH0710'TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 1.0 MILE TO A SIDE
 GH0710'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 4.0 MILES TO A T-ROAD
 GH0710'JUNCTION.  TURN RIGHT FOR 0.05 MILE TO A REVERSE FORK JUST
 GH0710'AFTER CROSSING A RAILROAD TRACK.  TURN SHARP LEFT AND GO
 GH0710'SOUTHWEST AND WEST FOR 0.4 MILE TO A WIRE GATE AND A TRACK
 GH0710'ROAD LEFT.  (TO REACH T T 52 Y (USGS) CONTINUE WEST ON
 GH0710'GRADED ROAD FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO
 GH0710'SOUTH FOR 1.0 MILE TO A CROSSROAD AND THE MARK IN THE
 GH0710'NORTHWEST ANGLE.) TURN LEFT, PASSING THROUGH GATE AND
 GH0710'GO SOUTH FOR 0.05 MILE TO THE TOP OF THE KNOLL AND THE
 GH0710'STATION.
 GH0710'
 GH0710'STATION MARK IS A STANDARD DISK, STAMPED OTOE 1963, CEMENTED
 GH0710'IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP FLUSH WITH
 GH0710'THE SURROUNDING SURFACE.
 GH0710'
 GH0710'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OTOE NO 1 1963,
 GH0710'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP PROJECTING
 GH0710'2 INCHES.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 GH0710'
 GH0710'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OTOE NO 2 1963,
 GH0710'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT OUTCROP FLUSH WITH
 GH0710'THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME ELEVATION
 GH0710'AS THE STATION.
 GH0710'
 GH0710'T T 52 Y (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE DISK,
 GH0710'STAMPED TT STA NO 52Y 1927, SET IN TOP OF A ROUND CONCRETE
 GH0710'POST 8 INCHES IN DIAMETER AND IS 6 INCHES BELOW THE SURROUNDING
 GH0710'SURFACE.  IT IS 45 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 GH0710'GRADED ROAD, 26 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 GH0710'ROAD AND 1 FOOT NORTH OF A WITNESS POST.
 GH0710'
 GH0710'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0703 ***********************************************************************
 GH0703  DESIGNATION -  OTOE INDIAN SCHOOL WATER TANK
 GH0703  PID         -  GH0703
 GH0703  STATE/COUNTY-  OK/NOBLE
 GH0703  COUNTRY     -  US
 GH0703  USGS QUAD   -  MORRISON NE (2018)
 GH0703
 GH0703                         *CURRENT SURVEY CONTROL
 GH0703  ______________________________________________________________________
 GH0703* NAD 83(1993) POSITION- 36 29 29.15305(N) 097 04 32.02437(W)   ADJUSTED
 GH0703  ______________________________________________________________________
 GH0703  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 GH0703  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 GH0703  HORZ ORDER      -  THIRD
 GH0703
 GH0703.The horizontal coordinates were established by classical geodetic methods
 GH0703.and adjusted by the National Geodetic Survey in November 1994.
 GH0703
 GH0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0703.GEOID18 height accuracy estimate available here.
 GH0703
 GH0703.Click photographs - Photos may exist for this station.
 GH0703
 GH0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0703
 GH0703. The following values were computed from the NAD 83(1993) position.
 GH0703
 GH0703;                    North         East     Units Scale Factor Converg.
 GH0703;SPC OK N     -   165,875.122   682,826.060   MT  0.99996135   +0 32 44.0
 GH0703;SPC OK N     -   544,208.63  2,240,238.50   sFT  0.99996135   +0 32 44.0
 GH0703;UTM  14      - 4,040,179.539   672,372.084   MT  0.99996608   +1 08 41.1
 GH0703
 GH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7237240179(NAD 83)
 GH0703
 GH0703                          SUPERSEDED SURVEY CONTROL
 GH0703
 GH0703  NAD 83(1986)-  36 29 29.16387(N)    097 04 32.01134(W) AD(       ) 3
 GH0703  NAD 27      -  36 29 29.00379(N)    097 04 30.86620(W) AD(       ) 3
 GH0703
 GH0703.Superseded values are not recommended for survey control.
 GH0703
 GH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0703.See file dsdata.pdf to determine how the superseded data were derived.
 GH0703
 GH0703_MARKER: 53 = ELEVATED TANK
 GH0703
 GH0703  HISTORY     - Date     Condition        Report By
 GH0703  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0703
 GH0703                          STATION DESCRIPTION
 GH0703
 GH0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0703'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH ELEVATED
 GH0703'TANK, LOCATED ABOUT 14 MILES SOUTH OF PONCA CITY AND ABOUT
 GH0703'0.3 MILE WEST OF U.S. HIGHWAY 40.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0730 ***********************************************************************
 GG0730  DESIGNATION -  OTTAWA
 GG0730  PID         -  GG0730
 GG0730  STATE/COUNTY-  OK/OTTAWA
 GG0730  COUNTRY     -  US
 GG0730  USGS QUAD   -  MIAMI SE (2018)
 GG0730
 GG0730                         *CURRENT SURVEY CONTROL
 GG0730  ______________________________________________________________________
 GG0730* NAD 83(1997) POSITION- 36 51 28.11392(N) 094 47 17.05807(W)   ADJUSTED
 GG0730* NAVD 88 ORTHO HEIGHT -   278.    (meters)      912.    (feet) SCALED
 GG0730  ______________________________________________________________________
 GG0730  GEOID HEIGHT    -        -29.318 (meters)                     GEOID18
 GG0730  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 GG0730  HORZ ORDER      -  FIRST
 GG0730
 GG0730.The horizontal coordinates were established by classical geodetic methods
 GG0730.and adjusted by the National Geodetic Survey in October 1998.
 GG0730
 GG0730.The orthometric height was scaled from a topographic map.
 GG0730
 GG0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0730.GEOID18 height accuracy estimate available here.
 GG0730
 GG0730.Click photographs - Photos may exist for this station.
 GG0730
 GG0730.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0730
 GG0730. The following values were computed from the NAD 83(1997) position.
 GG0730
 GG0730;                    North         East     Units Scale Factor Converg.
 GG0730;SPC OK N     -   210,875.403   886,383.474   MT  1.00001790   +1 53 43.8
 GG0730;SPC OK N     -   691,847.05  2,908,076.45   sFT  1.00001790   +1 53 43.8
 GG0730;SPC OK N     -   691,847.05  2,908,076.45   sFT  1.00001790   +1 53 43.8
 GG0730;SPC MO W     -    76,729.318   824,312.070   MT  0.99994930   -0 10 22.1
 GG0730;SPC OK N     -   210,875.403   886,383.474   MT  1.00001790   +1 53 43.8
 GG0730;UTM  15      - 4,080,591.097   340,601.332   MT  0.99991302   -1 04 22.0
 GG0730
 GG0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0730!SPC OK N     -   0.99996096  x   1.00001790  =   0.99997886
 GG0730!SPC MO W     -   0.99996096  x   0.99994930  =   0.99991026
 GG0730!SPC OK N     -   0.99996096  x   1.00001790  =   0.99997886
 GG0730!UTM  15      -   0.99996096  x   0.99991302  =   0.99987398
 GG0730
 GG0730:                Primary Azimuth Mark                     Grid Az
 GG0730:SPC OK N     -  OTTAWA AZ MK                             177 52 02.5
 GG0730:SPC MO W     -  OTTAWA AZ MK                             179 56 08.4
 GG0730:SPC OK N     -  OTTAWA AZ MK                             177 52 02.5
 GG0730:UTM  15      -  OTTAWA AZ MK                             180 50 08.3
 GG0730
 GG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4060180591(NAD 83)
 GG0730
 GG0730|---------------------------------------------------------------------|
 GG0730| PID    Reference Object                     Distance      Geod. Az  |
 GG0730|                                                           dddmmss.s |
 GG0730| CI2734 OTTAWA RM 1                          36.794 METERS 04753     |
 GG0730| CI2735 OTTAWA RM 2                          51.789 METERS 14924     |
 GG0730| CI2733 OTTAWA AZ MK                                       1794546.3 |
 GG0730|---------------------------------------------------------------------|
 GG0730
 GG0730                          SUPERSEDED SURVEY CONTROL
 GG0730
 GG0730  NAD 83(1993)-  36 51 28.11807(N)    094 47 17.05704(W) AD(       ) 1
 GG0730  NAD 83(1986)-  36 51 28.13210(N)    094 47 17.05401(W) AD(       ) 1
 GG0730  NAD 27      -  36 51 27.88570(N)    094 47 16.23230(W) AD(       ) 1
 GG0730
 GG0730.Superseded values are not recommended for survey control.
 GG0730
 GG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0730.See file dsdata.pdf to determine how the superseded data were derived.
 GG0730
 GG0730_MARKER: DS = TRIANGULATION STATION DISK
 GG0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0730_STAMPING: OTTAWA 1960
 GG0730_MARK LOGO: CGS
 GG0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0730+STABILITY: SURFACE MOTION
 GG0730
 GG0730  HISTORY     - Date     Condition        Report By
 GG0730  HISTORY     - 1960     MONUMENTED       CGS
 GG0730
 GG0730                          STATION DESCRIPTION
 GG0730
 GG0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0730'ABOUT 5 MILES SOUTHEAST OF MIAMI, ABOUT 7 MILES SOUTH OF
 GG0730'QUAPAW, IN THE SOUTHWEST 1/4 OF SEC. 35, T. 28 N., R. 23 E.,
 GG0730'AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 1 FOOT NORTHEAST OF A
 GG0730'WITNESS POST, 1 FOOT EAST OF A BOARD FENCE, 44 FEET WEST OF
 GG0730'THE CENTERLINE OF STATE HIGHWAY 137 AND 175.7 FEET NORTHEAST
 GG0730'OF THE SOUTHEAST CORNER OF A BARN.  THE MONUMENT PROJECTS 4
 GG0730'INCHES AND THE DISK IS STAMPED OTTAWA 1960.
 GG0730'
 GG0730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 GG0730'STATE HIGHWAY 137 AT THE SOUTH EDGE OF QUAPAW, GO SOUTH ON
 GG0730'STATE HIGHWAY 137 FOR 5.35 MILES TO A CROSSROAD (STATE HIGHWAY
 GG0730'10).  CONTINUE SOUTH ON HIGHWAY 137 FOR 0.95 MILE TO THE
 GG0730'STATION ON THE RIGHT.
 GG0730'
 GG0730'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GG0730'HIGHWAY 137 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GG0730'
 GG0730'REFERENCE MARK 1 IS 2 FEET SOUTH OF A POWER POLE, 2 FEET
 GG0730'WEST OF A WIRE FENCE AND 44 FEET EAST OF THE CENTERLINE OF
 GG0730'HIGHWAY 137.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 GG0730'STAMPED OTTAWA NO 1 1960.
 GG0730'
 GG0730'REFERENCE MARK 2 IS 1 FOOT NORTH OF A POWER POLE, 2 FEET WEST
 GG0730'OF A WIRE FENCE AND 44 FEET EAST OF THE CENTERLINE OF HIGHWAY
 GG0730'137.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GG0730'OTTAWA NO 2 1960.
 GG0730'
 GG0730'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET
 GG0730'NORTHEAST OF A POWER POLE, 2 FEET SOUTHWEST OF A WITNESS POST,
 GG0730'48 FEET EAST OF THE CENTERLINE OF HIGHWAY 137 AND 190 FEET NORTH
 GG0730'OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 4
 GG0730'INCHES AND THE DISK IS STAMPED OTTAWA 1960.
 GG0730'
 GG0730'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0731 ***********************************************************************
 GG0731  DESIGNATION -  OTTAWA RADAR TOWER
 GG0731  PID         -  GG0731
 GG0731  STATE/COUNTY-  OK/OTTAWA
 GG0731  COUNTRY     -  US
 GG0731  USGS QUAD   -  MIAMI SE (2018)
 GG0731
 GG0731                         *CURRENT SURVEY CONTROL
 GG0731  ______________________________________________________________________
 GG0731* NAD 83(1997) POSITION- 36 51 36.44886(N) 094 47 06.33680(W)   ADJUSTED
 GG0731  ______________________________________________________________________
 GG0731  GEOID HEIGHT    -        -29.320 (meters)                     GEOID18
 GG0731  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 GG0731  HORZ ORDER      -  THIRD
 GG0731
 GG0731.The horizontal coordinates were established by classical geodetic methods
 GG0731.and adjusted by the National Geodetic Survey in October 1998.
 GG0731
 GG0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0731.GEOID18 height accuracy estimate available here.
 GG0731
 GG0731.Click photographs - Photos may exist for this station.
 GG0731
 GG0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0731
 GG0731. The following values were computed from the NAD 83(1997) position.
 GG0731
 GG0731;                    North         East     Units Scale Factor Converg.
 GG0731;SPC OK N     -   211,140.992   886,640.408   MT  1.00001839   +1 53 50.2
 GG0731;SPC OK N     -   692,718.40  2,908,919.41   sFT  1.00001839   +1 53 50.2
 GG0731;SPC OK N     -   692,718.40  2,908,919.41   sFT  1.00001839   +1 53 50.2
 GG0731;SPC MO W     -    76,985.443   824,578.404   MT  0.99994914   -0 10 15.7
 GG0731;SPC OK N     -   211,140.992   886,640.408   MT  1.00001839   +1 53 50.2
 GG0731;UTM  15      - 4,080,842.998   340,871.646   MT  0.99991196   -1 04 15.7
 GG0731
 GG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4087180842(NAD 83)
 GG0731
 GG0731                          SUPERSEDED SURVEY CONTROL
 GG0731
 GG0731  NAD 83(1993)-  36 51 36.45337(N)    094 47 06.33543(W) AD(       ) 3
 GG0731  NAD 83(1986)-  36 51 36.46788(N)    094 47 06.33183(W) AD(       ) 3
 GG0731  NAD 27      -  36 51 36.22200(N)    094 47 05.51000(W) AD(       ) 3
 GG0731
 GG0731.Superseded values are not recommended for survey control.
 GG0731
 GG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0731.See file dsdata.pdf to determine how the superseded data were derived.
 GG0731
 GG0731_MARKER: 55 = TOWER
 GG0731
 GG0731  HISTORY     - Date     Condition        Report By
 GG0731  HISTORY     - 1960     FIRST OBSERVED   CGS
 GG0731
 GG0731                          STATION DESCRIPTION
 GG0731
 GG0731'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0852 ***********************************************************************
 EM0852  DESIGNATION -  OTTER
 EM0852  PID         -  EM0852
 EM0852  STATE/COUNTY-  OK/TILLMAN
 EM0852  COUNTRY     -  US
 EM0852  USGS QUAD   -  MANITOU (2018)
 EM0852
 EM0852                         *CURRENT SURVEY CONTROL
 EM0852  ______________________________________________________________________
 EM0852* NAD 83(1993) POSITION- 34 35 13.10140(N) 098 57 57.41530(W)   ADJUSTED
 EM0852* NAVD 88 ORTHO HEIGHT -   430.0   (meters)     1411.    (feet) VERTCON3
 EM0852  ______________________________________________________________________
 EM0852  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 EM0852  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 EM0852  HORZ ORDER      -  SECOND
 EM0852
 EM0852.The horizontal coordinates were established by classical geodetic methods
 EM0852.and adjusted by the National Geodetic Survey in November 1994.
 EM0852
 EM0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0852
 EM0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0852.GEOID18 height accuracy estimate available here.
 EM0852
 EM0852.Click photographs - Photos may exist for this station.
 EM0852
 EM0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0852
 EM0852. The following values were computed from the NAD 83(1993) position.
 EM0852
 EM0852;                    North         East     Units Scale Factor Converg.
 EM0852;SPC OK S     -   139,481.795   511,386.550   MT  0.99993594   -0 32 53.8
 EM0852;SPC OK S     -   457,616.52  1,677,774.04   sFT  0.99993594   -0 32 53.8
 EM0852;UTM  14      - 3,827,241.982   503,122.770   MT  0.99960012   +0 01 09.6
 EM0852
 EM0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0852!SPC OK S     -   0.99993658  x   0.99993594  =   0.99987253
 EM0852!UTM  14      -   0.99993658  x   0.99960012  =   0.99953673
 EM0852
 EM0852:                Primary Azimuth Mark                     Grid Az
 EM0852:SPC OK S     -  OTTER AZ MK                              184 13 58.8
 EM0852:UTM  14      -  OTTER AZ MK                              183 39 55.4
 EM0852
 EM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0312227241(NAD 83)
 EM0852
 EM0852|---------------------------------------------------------------------|
 EM0852| PID    Reference Object                     Distance      Geod. Az  |
 EM0852|                                                           dddmmss.s |
 EM0852| CX7869 OTTER RM 1                           10.171 METERS 00629     |
 EM0852| EM0854 SNYDER MUNICIPAL TANK               APPROX. 7.6 KM 0111404.5 |
 EM0852| CX7868 OTTER AZ MK                                        1834105.0 |
 EM0852| CX7870 OTTER RM 2                           30.687 METERS 26915     |
 EM0852|---------------------------------------------------------------------|
 EM0852
 EM0852                          SUPERSEDED SURVEY CONTROL
 EM0852
 EM0852  NAD 83(1986)-  34 35 13.10904(N)    098 57 57.40302(W) AD(       ) 2
 EM0852  NAD 27      -  34 35 12.83790(N)    098 57 56.13330(W) AD(       ) 2
 EM0852  NGVD 29 (07/19/86)  429.9    (m)         1410.     (f) VERT ANG       
 EM0852
 EM0852.Superseded values are not recommended for survey control.
 EM0852
 EM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0852.See file dsdata.pdf to determine how the superseded data were derived.
 EM0852
 EM0852_MARKER: DS = TRIANGULATION STATION DISK
 EM0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0852_STAMPING: OTTER 1948
 EM0852_MARK LOGO: CGS
 EM0852_PROJECTION: FLUSH
 EM0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0852+STABILITY: SURFACE MOTION
 EM0852
 EM0852  HISTORY     - Date     Condition        Report By
 EM0852  HISTORY     - 1948     MONUMENTED       CGS
 EM0852  HISTORY     - 1961     GOOD             CGS
 EM0852  HISTORY     - 1963     GOOD             CGS
 EM0852  HISTORY     - 1971     GOOD             OKDH
 EM0852
 EM0852                          STATION DESCRIPTION
 EM0852
 EM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0852'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF MANITOU AND
 EM0852'ABOUT 4 MILES SOUTH OF SNYDER.  IT IS ON THE RIGHT-OF-WAY AND
 EM0852'52 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183, 4 FEET WEST
 EM0852'OF A NORTH-SOUTH FENCE LINE AND 4 FEET WEST-NORTHWEST OF A
 EM0852'REFERENCE POST.  IT IS STAMPED OTTER 1948 AND IS FLUSH WITH THE
 EM0852'SURFACE OF THE GROUND.
 EM0852'
 EM0852'REFERENCE MARK NO. 1 IS 53 FEET EAST OF THE CENTER OF U.S.
 EM0852'HIGHWAY 183, SET IN A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 EM0852'OTTER NO 1 1948 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0852'
 EM0852'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF U.S.
 EM0852'HIGHWAY 183 AND IS SET IN A NORTH-SOUTH FENCE LINE.  IT IS
 EM0852'STAMPED OTTER NO 2 1948 AND PROJECTS 5 INCHES.
 EM0852'
 EM0852'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EM0852'183, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET NORTH
 EM0852'OF A REFERENCE POST.  IT IS STAMPED OTTER 1948 AND PROJECTS
 EM0852'6 INCHES.
 EM0852'
 EM0852'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MANITOU, GO
 EM0852'NORTH ON U.S. HIGHWAY 183 FOR 5.55 MILES TO THE AZIMUTH MARK
 EM0852'ON THE LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE TO
 EM0852'THE STATION ON THE RIGHT AS DESCRIBED.
 EM0852'
 EM0852'A 10 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0852'
 EM0852'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 4 FEET.
 EM0852
 EM0852                          STATION RECOVERY (1961)
 EM0852
 EM0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0852'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EM0852'CONDITION.
 EM0852'
 EM0852'A DIFFERENCE IN THE DIRECTION ON R.M. NO. 1 AND A DIFFERENCE
 EM0852'IN THE DISTANCE ON R.M. NO. 2 WAS FOUND.
 EM0852'
 EM0852'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF MANITOU, 4-1/2 MILES
 EM0852'SOUTH OF SNYDER AND ON THE EAST RIGHT-OF-WAY OF OF U.S.
 EM0852'HIGHWAY 183.
 EM0852'
 EM0852'A NEW ROUTE TO THE STATION FOLLOWS--
 EM0852'
 EM0852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM0852'U.S. HIGHWAY 183 IN SNYDER, GO SOUTH ON U.S. HIGHWAY 183 FOR
 EM0852'4.6 MILES TO THE STATION ON THE LEFT, CONTINUE SOUTH ON U.S.
 EM0852'HIGHWAY 183 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EM0852
 EM0852                          STATION RECOVERY (1963)
 EM0852
 EM0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0852'ALL MARKS RECOVERED IN GOOD CONDITION, STATION IS 0.5 MILE
 EM0852'SOUTH OF THE KIOWA-TILLMAN COUNTY LINE, NEAR THE NW CORNER
 EM0852'OF THE SW 1/4 OF SEC. 2, T. 1 N., R. 17 W.  IT IS 52 FEET
 EM0852'EAST OF THE CENTER OF U.S. HIGHWAY 183 AND 108 FEET SOUTH FROM
 EM0852'THE CENTER OF A DRIVEWAY INTO CULTIVATED FIELD, 4 FEET WEST
 EM0852'OF THE EAST RIGHT-OF-WAY FENCE LINE AND 3 INCHES BELOW THE
 EM0852'SURFACE OF THE GROUND.
 EM0852'
 EM0852'REFERENCE MARK NUMBER ONE IS 3 INCHES BELOW SURFACE OF THE
 EM0852'GROUND AND REFERENCE MARK NUMBER TWO PROJECTS 3 INCHES.  AZIMUTH
 EM0852'MARK WAS FOUND AS DESCRIBED IN 1961.
 EM0852'
 EM0852'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 62 AND 183 IN SNYDER,
 EM0852'FOLLOW HIGHWAY 183 SOUTHERLY FOR 4.9 MILES TO TOP OF GRADE,
 EM0852'GATE INTO FIELD ON THE LEFT AND STATION AS DESCRIBED.
 EM0852
 EM0852                          STATION RECOVERY (1971)
 EM0852
 EM0852'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0852'OTTER 1948 RECOVERED IN GOOD CONDITION.
 EM0852'
 EM0852'OTTER AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 EM0852'
 EM0852'OTTER R.M. 1 AND 2 1948 RECOVERED IN GOOD CONDITION.
 EM0852'
 EM0852'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0852'
 EM0852'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5.5 MILES NORTH OF
 EM0852'MANITOU AND 52 FEET EAST OF U.S. 183.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1381 ***********************************************************************
 FJ1381  DESIGNATION -  OUCEC
 FJ1381  PID         -  FJ1381
 FJ1381  STATE/COUNTY-  OK/CLEVELAND
 FJ1381  COUNTRY     -  US
 FJ1381  USGS QUAD   -  NORMAN (2018)
 FJ1381
 FJ1381                         *CURRENT SURVEY CONTROL
 FJ1381  ______________________________________________________________________
 FJ1381* NAD 83(1986) POSITION- 35 12 26.     (N) 097 26 39.     (W)   SCALED
 FJ1381* NAVD 88 ORTHO HEIGHT -   355.099 (meters)     1165.02  (feet) ADJUSTED
 FJ1381  ______________________________________________________________________
 FJ1381  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 FJ1381  DYNAMIC HEIGHT  -        354.755 (meters)     1163.89  (feet) COMP
 FJ1381  MODELED GRAVITY -    979,653.1   (mgal)                       NAVD 88
 FJ1381
 FJ1381  VERT ORDER      -  FIRST     CLASS II
 FJ1381
 FJ1381.The horizontal coordinates were scaled from a map and have
 FJ1381.an estimated accuracy of +/- 6 seconds.
 FJ1381
 FJ1381.The orthometric height was determined by differential leveling and
 FJ1381.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1381.in August 1994.
 FJ1381
 FJ1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1381.GEOID18 height accuracy estimate available here.
 FJ1381
 FJ1381.Click photographs - Photos may exist for this station.
 FJ1381
 FJ1381.The dynamic height is computed by dividing the NAVD 88
 FJ1381.geopotential number by the normal gravity value computed on the
 FJ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1381.degrees latitude (g = 980.6199 gals.).
 FJ1381
 FJ1381.The modeled gravity was interpolated from observed gravity values.
 FJ1381
 FJ1381;                    North         East    Units  Estimated Accuracy
 FJ1381;SPC OK S     -   208,000.      650,610.      MT  (+/- 180 meters Scaled)
 FJ1381
 FJ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD416971(NAD 83)
 FJ1381
 FJ1381                          SUPERSEDED SURVEY CONTROL
 FJ1381
 FJ1381.No superseded survey control is available for this station.
 FJ1381
 FJ1381_MARKER: DD = SURVEY DISK
 FJ1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1381_STAMPING: OUCEC TT 1934
 FJ1381_MARK LOGO: CGS+SS
 FJ1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1381+STABILITY: SURFACE MOTION
 FJ1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1381+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1994
 FJ1381
 FJ1381  HISTORY     - Date     Condition        Report By
 FJ1381  HISTORY     - 1934     MONUMENTED       OKGS
 FJ1381  HISTORY     - 19940120 GOOD             NGS
 FJ1381
 FJ1381                          STATION DESCRIPTION
 FJ1381
 FJ1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1381'IN NORMAN, AT THE INTERSECTION OF LINDSEY STREET AND ASP AVENUE, IN
 FJ1381'THE EDGE OF A C0NCRETE SIDEWALK IN FRONT OF ADAMS HALL (THE
 FJ1381'UNIVERSITY OF OKLAHOMA BUSINESS ADMINISTRATION BUILDING), 400.0 M
 FJ1381'(1312.3 FT) NORTH OF THE STREET CENTER, 18.8 M (61.7 FT) SOUTH OF THE
 FJ1381'SOUTH FACE OF ADAMS HALL, 5.9 M (19.4 FT) EAST OF THE EXTENDED CENTER
 FJ1381'OF ASP AVENUE, 4.0 M (13.1 FT) EAST OF THE EXTENDED CENTER OF THE
 FJ1381'SOUTH ENTRANCE DOOR LEADING TO ADAMS HALL, 0.3 M (1.0 FT) ABOVE THE
 FJ1381'LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE SIDEWALK.
 FJ1381'NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING IS VERY DIM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9363 ***********************************************************************
 DG9363  SACS        -  This is a Secondary Airport Control Station.
 DG9363  DESIGNATION -  OUN A
 DG9363  PID         -  DG9363
 DG9363  STATE/COUNTY-  OK/CLEVELAND
 DG9363  COUNTRY     -  US
 DG9363  USGS QUAD   -  MOORE (2018)
 DG9363
 DG9363                         *CURRENT SURVEY CONTROL
 DG9363  ______________________________________________________________________
 DG9363* NAD 83(2011) POSITION- 35 15 16.35272(N) 097 28 16.15578(W)   ADJUSTED
 DG9363* NAD 83(2011) ELLIP HT-   332.548 (meters)        (06/27/12)   ADJUSTED
 DG9363* NAD 83(2011) EPOCH   -  2010.00
 DG9363* NAVD 88 ORTHO HEIGHT -   359.16  (meters)     1178.3   (feet) GPS OBS
 DG9363  ______________________________________________________________________
 DG9363  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9363  GEOID HEIGHT    -        -26.586 (meters)                     GEOID03
 DG9363  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 DG9363  NAD 83(2011) X  -   -678,019.385 (meters)                     COMP
 DG9363  NAD 83(2011) Y  - -5,170,181.120 (meters)                     COMP
 DG9363  NAD 83(2011) Z  -  3,661,155.392 (meters)                     COMP
 DG9363  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 DG9363
 DG9363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9363  Standards:
 DG9363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9363  -------------------------------------------------------------------
 DG9363  NETWORK    1.07   1.59           0.48   0.38   0.81     -0.01648459
 DG9363  -------------------------------------------------------------------
 DG9363  Click here for local accuracies and other accuracy information.
 DG9363
 DG9363.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 DG9363
 DG9363.The horizontal coordinates were established by GPS observations
 DG9363.and adjusted by the National Geodetic Survey in June 2012.
 DG9363
 DG9363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9363.been affixed to the stable North American tectonic plate. See 
 DG9363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9363
 DG9363.The horizontal coordinates are valid at the epoch date displayed above
 DG9363.which is a decimal equivalence of Year/Month/Day.
 DG9363
 DG9363.The orthometric height was determined by GPS observations and a
 DG9363.high-resolution geoid model.
 DG9363
 DG9363.GPS derived orthometric heights for airport stations designated as
 DG9363.PACS or SACS are published to 2 decimal places.  This maintains
 DG9363.centimeter relative accuracy between the PACS and SACS.  It does
 DG9363.not indicate centimeter accuracy relative to other marks which are
 DG9363.part of the published vertical control network.
 DG9363
 DG9363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9363.GEOID18 height accuracy estimate available here.
 DG9363
 DG9363.Click photographs - Photos may exist for this station.
 DG9363
 DG9363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9363
 DG9363.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9363
 DG9363.The ellipsoidal height was determined by GPS observations
 DG9363.and is referenced to NAD 83.
 DG9363
 DG9363. The following values were computed from the NAD 83(2011) position.
 DG9363
 DG9363;                    North         East     Units Scale Factor Converg.
 DG9363;SPC OK S     -   213,240.437   648,127.354   MT  1.00000426   +0 18 00.7
 DG9363;SPC OK S     -   699,606.33  2,126,397.83   sFT  1.00000426   +0 18 00.7
 DG9363;UTM  14      - 3,902,342.658   639,081.843   MT  0.99983839   +0 52 57.4
 DG9363
 DG9363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9363!SPC OK S     -   0.99994781  x   1.00000426  =   0.99995206
 DG9363!UTM  14      -   0.99994781  x   0.99983839  =   0.99978620
 DG9363
 DG9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3908102342(NAD 83)
 DG9363
 DG9363                          SUPERSEDED SURVEY CONTROL
 DG9363
 DG9363  NAD 83(2007)-  35 15 16.35312(N)    097 28 16.15609(W) AD(2002.00) 0
 DG9363  ELLIP H (02/10/07)  332.571  (m)                       GP(2002.00)    
 DG9363  NAD 83(1993)-  35 15 16.35303(N)    097 28 16.15610(W) AD(       ) 1
 DG9363  ELLIP H (02/23/05)  332.571  (m)                       GP(       ) 4 1
 DG9363
 DG9363.Superseded values are not recommended for survey control.
 DG9363
 DG9363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9363.See file dsdata.pdf to determine how the superseded data were derived.
 DG9363
 DG9363_MARKER: DD = SURVEY DISK
 DG9363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9363_STAMPING: OUN A 2004
 DG9363_MARK LOGO: WOOLPT
 DG9363_PROJECTION: FLUSH
 DG9363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9363+STABILITY: SURFACE MOTION
 DG9363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9363+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DG9363
 DG9363  HISTORY     - Date     Condition        Report By
 DG9363  HISTORY     - 20041115 MONUMENTED       WOOLPT
 DG9363
 DG9363                          STATION DESCRIPTION
 DG9363
 DG9363'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9363'THE STATION IS LOCATED APPROXIMATELY 15.2 MI SOUTH OF THE CITY OF
 DG9363'OKLAHOMA CITY, 2.8 MI NORTHWEST OF THE CITY OF NORMAN AND AT THE
 DG9363'UNIVERSITY OF OKLAHOMA WESTHEIMER AIRPORT. EAST OF RUNWAY 18/38, NEAR
 DG9363'THE APPROACH END OF RUNWAY 18. OWNERSHIP--UNIVERSITY OF OKLAHOMA
 DG9363'WESTHEIMER AIRPORT, 1700 LEXINGTON AVENUE, NORMAN, OK 73069, AIRPORT
 DG9363'MANAGER IS WALT STRONG - 405.325.7233. CONTACT THE AIRPORT MANAGER AT
 DG9363'LEAST 48 HOURS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 DG9363'
 DG9363'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 WITH
 DG9363'ROBINSON STREET (EXIT 110), APPROXIMATELY 2.5 MI WEST OF NORMAN, GO
 DG9363'WEST 1.4 MI ON ROBINSON STREET TO THE INTERSECTION OF ROBINSON STREET
 DG9363'AND HALLEY STREET, TURN LEFT AND GO NORTH 0.3 MI ON HALLEY AVENUE TO
 DG9363'THE INTERSECTION OF HALLEY STREET AND WESTHEIMER DRIVE, TURN LEFT AND
 DG9363'GO WEST APPROXIMATELY 100 FEET ON WESTHEIMER DRIVE TO THE INTERSECTION
 DG9363'OF WESTHEIMER DRIVE AND HALLEY AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DG9363'NORTH 0.1 MI ON HALLEY AVENUE TO THE INTERSECTION OF HALLEY AVENUE AND
 DG9363'LEXINGTON STREET, TURN LEFT AND GO WEST 0.35 MI ON LEXINGTON STREET TO
 DG9363'THE AIRPORT CONTROL TOWER, TERMINAL, AND MAIN GATE. FROM THE CONTROL
 DG9363'TOWER PROCEED WESTERLY APPROXIMATELY 500 FEET CROSSING THE APRON TO
 DG9363'THE JUNCTION OF TAXIWAY ALPHA WITH TAXIWAY DELTA, CONTINUE WESTERLY
 DG9363'0.1 MI ON TAXIWAY DELTA CROSSING RUNWAY  03/21 TO THE JUNCTION OF
 DG9363'TAXIWAY DELTA WITH TAXIWAY CHARLEY, TURN RIGHT AND GO NORTH 0.85 MI ON
 DG9363'TAXIWAY CHARLEY TO THE STATION ON THE RIGHT. THE STATION IS A 3.5-INCH
 DG9363'DIAMETER BRONZE CONTROL DISK MARK STAMPED --OUN A 2004-- SET INTO THE
 DG9363'TOP OF A 12-INCH DIAMETER 48-INCH DEEP CONCRETE POST RECESSED 2 CM
 DG9363'BELOW GROUND AND APPROXIMATELY 0.2 METERS ABOVE TAXIWAY.
 DG9363'
 DG9363'THE STATION IS 66.1 M (216.9 FT) NORTH OF THE NORTHEAST CORNER OF A
 DG9363'2.5 M BY 2.5 M BUILDING DESIGNATED --14--, 50 M (164 FT) EAST OF THE
 DG9363'EAST EDGE OF TAXIWAY CHARLEY, 34.8 M (114.2 FT) EAST OF A CONCRETE
 DG9363'BASE, AND 7 M (23 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DG9363'A GRAVEL DRIVE LEADING TO BUILDING 14.
 DG9363'
 DG9363'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DG9363'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9364 ***********************************************************************
 DG9364  SACS        -  This is a Secondary Airport Control Station.
 DG9364  DESIGNATION -  OUN B
 DG9364  PID         -  DG9364
 DG9364  STATE/COUNTY-  OK/CLEVELAND
 DG9364  COUNTRY     -  US
 DG9364  USGS QUAD   -  NORMAN (2018)
 DG9364
 DG9364                         *CURRENT SURVEY CONTROL
 DG9364  ______________________________________________________________________
 DG9364* NAD 83(2011) POSITION- 35 14 48.39307(N) 097 27 54.69499(W)   ADJUSTED
 DG9364* NAD 83(2011) ELLIP HT-   332.427 (meters)        (06/27/12)   ADJUSTED
 DG9364* NAD 83(2011) EPOCH   -  2010.00
 DG9364* NAVD 88 ORTHO HEIGHT -   359.02  (meters)     1177.9   (feet) GPS OBS
 DG9364  ______________________________________________________________________
 DG9364  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9364  GEOID HEIGHT    -        -26.570 (meters)                     GEOID03
 DG9364  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 DG9364  NAD 83(2011) X  -   -677,546.054 (meters)                     COMP
 DG9364  NAD 83(2011) Y  - -5,170,744.662 (meters)                     COMP
 DG9364  NAD 83(2011) Z  -  3,660,451.621 (meters)                     COMP
 DG9364  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DG9364
 DG9364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9364  Standards:
 DG9364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9364  -------------------------------------------------------------------
 DG9364  NETWORK    1.01   1.59           0.45   0.37   0.81     -0.00080862
 DG9364  -------------------------------------------------------------------
 DG9364  Click here for local accuracies and other accuracy information.
 DG9364
 DG9364.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 DG9364
 DG9364.The horizontal coordinates were established by GPS observations
 DG9364.and adjusted by the National Geodetic Survey in June 2012.
 DG9364
 DG9364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9364.been affixed to the stable North American tectonic plate. See 
 DG9364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9364
 DG9364.The horizontal coordinates are valid at the epoch date displayed above
 DG9364.which is a decimal equivalence of Year/Month/Day.
 DG9364
 DG9364.The orthometric height was determined by GPS observations and a
 DG9364.high-resolution geoid model.
 DG9364
 DG9364.GPS derived orthometric heights for airport stations designated as
 DG9364.PACS or SACS are published to 2 decimal places.  This maintains
 DG9364.centimeter relative accuracy between the PACS and SACS.  It does
 DG9364.not indicate centimeter accuracy relative to other marks which are
 DG9364.part of the published vertical control network.
 DG9364
 DG9364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9364.GEOID18 height accuracy estimate available here.
 DG9364
 DG9364.Click photographs - Photos may exist for this station.
 DG9364
 DG9364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9364
 DG9364.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9364
 DG9364.The ellipsoidal height was determined by GPS observations
 DG9364.and is referenced to NAD 83.
 DG9364
 DG9364. The following values were computed from the NAD 83(2011) position.
 DG9364
 DG9364;                    North         East     Units Scale Factor Converg.
 DG9364;SPC OK S     -   212,381.641   648,674.422   MT  1.00000268   +0 18 12.8
 DG9364;SPC OK S     -   696,788.77  2,128,192.67   sFT  1.00000268   +0 18 12.8
 DG9364;UTM  14      - 3,901,489.607   639,637.521   MT  0.99984030   +0 53 09.2
 DG9364
 DG9364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9364!SPC OK S     -   0.99994782  x   1.00000268  =   0.99995050
 DG9364!UTM  14      -   0.99994782  x   0.99984030  =   0.99978813
 DG9364
 DG9364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3963701489(NAD 83)
 DG9364
 DG9364                          SUPERSEDED SURVEY CONTROL
 DG9364
 DG9364  NAD 83(2007)-  35 14 48.39348(N)    097 27 54.69530(W) AD(2002.00) 0
 DG9364  ELLIP H (02/10/07)  332.449  (m)                       GP(2002.00)    
 DG9364  NAD 83(1993)-  35 14 48.39337(N)    097 27 54.69530(W) AD(       ) 1
 DG9364  ELLIP H (02/23/05)  332.451  (m)                       GP(       ) 4 1
 DG9364
 DG9364.Superseded values are not recommended for survey control.
 DG9364
 DG9364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9364.See file dsdata.pdf to determine how the superseded data were derived.
 DG9364
 DG9364_MARKER: DD = SURVEY DISK
 DG9364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9364_STAMPING: OUN B 2004
 DG9364_MARK LOGO: WOOLPT
 DG9364_PROJECTION: FLUSH
 DG9364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9364+STABILITY: SURFACE MOTION
 DG9364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9364+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 DG9364
 DG9364  HISTORY     - Date     Condition        Report By
 DG9364  HISTORY     - 20041115 MONUMENTED       WOOLPT
 DG9364
 DG9364                          STATION DESCRIPTION
 DG9364
 DG9364'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9364'THE STATION IS LOCATED APPROXIMATELY 15.6 MI SOUTH OF THE CITY OF
 DG9364'OKLAHOMA CITY, 2.3 MI NORTHWEST OF THE CITY OF NORMAN AND AT THE
 DG9364'UNIVERSITY OF OKLAHOMA WESTHEIMER AIRPORT. NORTHEAST OF THE NORTHEAST
 DG9364'EDGE OF TAXIWAY ALPHA CONNECTOR TO THE APPROACH END OF RUNWAY 21.
 DG9364'OWNERSHIP--UNIVERSITY OF OKLAHOMA WESTHEIMER AIRPORT, 1700 LEXINGTON
 DG9364'AVENUE, NORMAN, OK 73069, AIRPORT MANAGER IS WALT STRONG -
 DG9364'405.325.7233. CONTACT THE AIRPORT MANAGER AT LEAST 48 HOURS IN ADVANCE
 DG9364'TO ARRANGE FOR ACCESS TO THE STATION.
 DG9364'
 DG9364'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 WITH
 DG9364'ROBINSON STREET (EXIT 110), APPROXIMATELY 2.5 MI WEST OF NORMAN, GO
 DG9364'WEST 1.4 MI ON ROBINSON STREET TO THE INTERSECTION OF ROBINSON STREET
 DG9364'AND HALLEY STREET, TURN LEFT AND GO NORTH 0.3 MI ON HALLEY AVENUE TO
 DG9364'THE INTERSECTION OF HALLEY STREET AND WESTHEIMER DRIVE, TURN LEFT AND
 DG9364'GO WEST APPROXIMATELY 100 FEET ON WESTHEIMER DRIVE TO THE INTERSECTION
 DG9364'OF WESTHEIMER DRIVE AND HALLEY AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DG9364'NORTH 0.1 MI ON HALLEY AVENUE TO THE INTERSECTION OF HALLEY AVENUE AND
 DG9364'LEXINGTON STREET, TURN LEFT AND GO WEST 0.35 MI ON LEXINGTON STREET TO
 DG9364'THE AIRPORT CONTROL TOWER, TERMINAL, AND MAIN GATE. FROM THE CONTROL
 DG9364'TOWER PROCEED NORTHWEST APPROXIMATELY 400 FEET CROSSING APRON TO
 DG9364'TAXIWAY ALPHA, TURN RIGHT AND GO NORTHEAST 0.4 MI ON TAXIWAY ALPHA TO
 DG9364'THE TAXIWAY ALPHA CONNECTOR TO RUNWAY END 21, CONTINUE NORTHEAST
 DG9364'APPROXIMATELY 60 METERS TO THE STATION. THE STATION IS A 3.5-INCH
 DG9364'DIAMETER BRONZE CONTROL DISK MARK STAMPED --OUN B 2004-- SET INTO THE
 DG9364'TOP OF A 12-INCH DIAMETER 48-INCH DEEP CONCRETE POST RECESSED 2 CM
 DG9364'BELOW GROUND AND LEVEL WITH RUNWAY.
 DG9364'
 DG9364'THE STATION IS 98.2 M (322.2 FT) EAST-NORTHEAST OF EAST CORNER OF END
 DG9364'OF RUNWAY 21, 70.3 M (230.8 FT) NORTHEAST OF THE INTERSECTION OF
 DG9364'NORTHEAST EDGE OF TAXIWAY A WITH HOLD SHORT LINE, 64.4 M (211.3 FT)
 DG9364'NORTH-NORTHEAST OF THE EDGE OF TAXIWAY ALPHA CONNECTOR, 60.2 (197.5
 DG9364'FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF RUNWAY 03/21, 34.6 M
 DG9364'(113.5 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF TAXIWAY ALPHA, AND
 DG9364'21.4 M (71.9 FT) NORTH OF A THE NORTHEAST CORNER OF STORM WATER
 DG9364'DRAINAGE BASIN.
 DG9364'
 DG9364'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DG9364'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0722 ***********************************************************************
 GG0722  DESIGNATION -  OVER
 GG0722  PID         -  GG0722
 GG0722  STATE/COUNTY-  OK/OTTAWA
 GG0722  COUNTRY     -  US
 GG0722  USGS QUAD   -  PICHER (2018)
 GG0722
 GG0722                         *CURRENT SURVEY CONTROL
 GG0722  ______________________________________________________________________
 GG0722* NAD 83(1997) POSITION- 36 53 44.43512(N) 094 49 21.62661(W)   ADJUSTED
 GG0722* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 GG0722  ______________________________________________________________________
 GG0722  GEOID HEIGHT    -        -29.397 (meters)                     GEOID18
 GG0722  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 GG0722  HORZ ORDER      -  SECOND
 GG0722
 GG0722.The horizontal coordinates were established by classical geodetic methods
 GG0722.and adjusted by the National Geodetic Survey in October 1998.
 GG0722
 GG0722.The orthometric height was scaled from a topographic map.
 GG0722
 GG0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0722.GEOID18 height accuracy estimate available here.
 GG0722
 GG0722.Click photographs - Photos may exist for this station.
 GG0722
 GG0722.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0722
 GG0722. The following values were computed from the NAD 83(1997) position.
 GG0722
 GG0722;                    North         East     Units Scale Factor Converg.
 GG0722;SPC OK N     -   214,974.029   883,161.844   MT  1.00002608   +1 52 30.3
 GG0722;SPC OK N     -   705,293.96  2,897,506.82   sFT  1.00002608   +1 52 30.3
 GG0722;SPC OK N     -   705,293.96  2,897,506.82   sFT  1.00002608   +1 52 30.3
 GG0722;SPC MO W     -    80,941.257   821,240.700   MT  0.99995136   -0 11 37.4
 GG0722;SPC OK N     -   214,974.029   883,161.844   MT  1.00002608   +1 52 30.3
 GG0722;UTM  15      - 4,084,850.645   337,596.621   MT  0.99992493   -1 05 40.2
 GG0722
 GG0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0722!SPC OK N     -   0.99996474  x   1.00002608  =   0.99999082
 GG0722!SPC MO W     -   0.99996474  x   0.99995136  =   0.99991610
 GG0722!SPC OK N     -   0.99996474  x   1.00002608  =   0.99999082
 GG0722!UTM  15      -   0.99996474  x   0.99992493  =   0.99988967
 GG0722
 GG0722:                Primary Azimuth Mark                     Grid Az
 GG0722:SPC OK N     -  OVER AZ MK                               059 10 25.1
 GG0722:SPC MO W     -  OVER AZ MK                               061 14 32.8
 GG0722:SPC OK N     -  OVER AZ MK                               059 10 25.1
 GG0722:UTM  15      -  OVER AZ MK                               062 08 35.6
 GG0722
 GG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3759684850(NAD 83)
 GG0722
 GG0722|---------------------------------------------------------------------|
 GG0722| PID    Reference Object                     Distance      Geod. Az  |
 GG0722|                                                           dddmmss.s |
 GG0722| GG0721 QUAPAW MUNICIPAL TANK               APPROX. 6.9 KM 0272523.5 |
 GG0722| CI2736 OVER AZ MK                                         0610255.4 |
 GG0722| GG0717 RADIO STA KGLC CEN MAST OF 3        APPROX. 3.4 KM 1004210.4 |
 GG0722| CI2738 OVER RM 2                            10.830 METERS 15552     |
 GG0722| GG0738 MIAMI MUNICIPAL TANK                APPROX. 5.1 KM 2605531.8 |
 GG0722| CI2737 OVER RM 1                             9.647 METERS 27903     |
 GG0722| GG0716 COMMERCE MUNICIPAL TANK             APPROX. 6.2 KM 3112613.8 |
 GG0722|---------------------------------------------------------------------|
 GG0722
 GG0722                          SUPERSEDED SURVEY CONTROL
 GG0722
 GG0722  NAD 83(1993)-  36 53 44.43940(N)    094 49 21.62666(W) AD(       ) 2
 GG0722  NAD 83(1986)-  36 53 44.45373(N)    094 49 21.62268(W) AD(       ) 2
 GG0722  NAD 27      -  36 53 44.20860(N)    094 49 20.80260(W) AD(       ) 2
 GG0722
 GG0722.Superseded values are not recommended for survey control.
 GG0722
 GG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0722.See file dsdata.pdf to determine how the superseded data were derived.
 GG0722
 GG0722_MARKER: DS = TRIANGULATION STATION DISK
 GG0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0722_STAMPING: OVER 1961
 GG0722_MARK LOGO: CGS
 GG0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0722+STABILITY: SURFACE MOTION
 GG0722
 GG0722  HISTORY     - Date     Condition        Report By
 GG0722  HISTORY     - 1961     MONUMENTED       CGS
 GG0722
 GG0722                          STATION DESCRIPTION
 GG0722
 GG0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0722'ABOUT 3 MILES EAST AND 1 MILE NORTH OF THE CENTER OF MIAMI,
 GG0722'NEAR THE EAST SIDE OF SEC. 21, T. 28 N., R. 23 E., AND ON
 GG0722'THE PROPERTY OF THE OKLAHOMA WILL ROGERS TURNPIKE.  IT IS
 GG0722'20 FEET SOUTH OF THE SOUTHEAST CORNER OF OVERPASS NO. 74.9,
 GG0722'15 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 4
 GG0722'FEET EAST OF A GUARD RAIL.  THE MONUMENT PROJECTS 6 INCHES
 GG0722'AND THE DISK IS STAMPED OVER 1961.
 GG0722'
 GG0722'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GG0722'10 AND 137, ABOUT 5 MILES EAST OF THE CENTER OF MIAMI, GO
 GG0722'WEST ON HIGHWAY 10 FOR 2.0 MILES TO A CROSSROAD AND THE
 GG0722'GLEN ABBEY MEMORIAL GARDEN IN THE NORTHWEST ANGLE OF THE
 GG0722'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 GG0722'1.6 MILES TO THE SOUTH END OF OVERPASS NO. 74.9 AND THE
 GG0722'STATION ON THE RIGHT.
 GG0722'
 GG0722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 GG0722'GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 GG0722'EAST AND NORTHEAST ON A GRAVELED ROAD FOR 1.1 MILES TO A REVERSE
 GG0722'Y-FORK.  TURN SHARP RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD
 GG0722'FOR 0.15 MILE TO THE NORTH END OF OVERPASS NO. 76.0 AND THE
 GG0722'AZIMUTH MARK IN THE TOP OF THE GUARD RAIL AT THE NORTHWEST
 GG0722'CORNER OF THE OVERPASS.
 GG0722'
 GG0722'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OVER NO 1 1961
 GG0722'CEMENTED IN A DRILL HOLE IN THE RAISED CURB AT THE SOUTHWEST
 GG0722'CORNER OF OVERPASS NO. 74.9.
 GG0722'
 GG0722'REFERENCE MARK 2 IS 55 FEET SOUTH OF THE SOUTHEAST CORNER
 GG0722'OF THE OVERPASS, 15 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GG0722'ROAD AND 1 FOOT EAST OF THE GUARD RAIL.  THE MONUMENT PROJECTS
 GG0722'4 INCHES AND THE DISK IS STAMPED OVER NO 2 1961.
 GG0722'
 GG0722'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OVER 1961 CEMENTED
 GG0722'IN A DRILL HOLE IN THE TOP OF THE GUARD RAIL AT THE NORTHWEST
 GG0722'CORNER OF OVERPASS NO. 76.0.
 GG0722'
 GG0722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0905 ***********************************************************************
 EL0905  DESIGNATION -  OVERBROOK
 EL0905  PID         -  EL0905
 EL0905  STATE/COUNTY-  OK/LOVE
 EL0905  COUNTRY     -  US
 EL0905  USGS QUAD   -  LAKE MURRAY (2018)
 EL0905
 EL0905                         *CURRENT SURVEY CONTROL
 EL0905  ______________________________________________________________________
 EL0905* NAD 83(1993) POSITION- 34 03 08.45760(N) 097 07 27.35690(W)   ADJUSTED
 EL0905* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 EL0905  ______________________________________________________________________
 EL0905  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 EL0905  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 EL0905  HORZ ORDER      -  SECOND
 EL0905
 EL0905.The horizontal coordinates were established by classical geodetic methods
 EL0905.and adjusted by the National Geodetic Survey in November 1994.
 EL0905
 EL0905.The orthometric height was scaled from a topographic map.
 EL0905
 EL0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0905.GEOID18 height accuracy estimate available here.
 EL0905
 EL0905.Click photographs - Photos may exist for this station.
 EL0905
 EL0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0905
 EL0905. The following values were computed from the NAD 83(1993) position.
 EL0905
 EL0905;                    North         East     Units Scale Factor Converg.
 EL0905;SPC OK S     -    80,106.700   680,852.119   MT  0.99997873   +0 29 49.5
 EL0905;SPC OK S     -   262,816.73  2,233,762.33   sFT  0.99997873   +0 29 49.5
 EL0905;UTM  14      - 3,769,547.555   673,125.282   MT  0.99996948   +1 03 02.1
 EL0905
 EL0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0905!SPC OK S     -   0.99996062  x   0.99997873  =   0.99993935
 EL0905!UTM  14      -   0.99996062  x   0.99996948  =   0.99993010
 EL0905
 EL0905:                Primary Azimuth Mark                     Grid Az
 EL0905:SPC OK S     -  OVERBROOK AZ MK                          309 20 33.6
 EL0905:UTM  14      -  OVERBROOK AZ MK                          308 47 21.0
 EL0905
 EL0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7312569547(NAD 83)
 EL0905
 EL0905|---------------------------------------------------------------------|
 EL0905| PID    Reference Object                     Distance      Geod. Az  |
 EL0905|                                                           dddmmss.s |
 EL0905| CY2741 OVERBROOK RM 1                        7.904 METERS 08824     |
 EL0905| CY2740 OVERBROOK AZ MK                                    3095023.1 |
 EL0905| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.16.3 KM 3540030.8 |
 EL0905| CY2742 OVERBROOK RM 2                        3.728 METERS 35720     |
 EL0905|---------------------------------------------------------------------|
 EL0905
 EL0905                          SUPERSEDED SURVEY CONTROL
 EL0905
 EL0905  NAD 83(1986)-  34 03 08.46289(N)    097 07 27.34838(W) AD(       ) 2
 EL0905  NAD 27      -  34 03 08.11170(N)    097 07 26.29990(W) AD(       ) 2
 EL0905
 EL0905.Superseded values are not recommended for survey control.
 EL0905
 EL0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0905.See file dsdata.pdf to determine how the superseded data were derived.
 EL0905
 EL0905_MARKER: DS = TRIANGULATION STATION DISK
 EL0905_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0905_STAMPING: OVERBROOK 1955
 EL0905_MARK LOGO: CGS
 EL0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0905
 EL0905  HISTORY     - Date     Condition        Report By
 EL0905  HISTORY     - 1955     MONUMENTED       CGS
 EL0905
 EL0905                          STATION DESCRIPTION
 EL0905
 EL0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0905'THE STATION IS ABOUT 9 MILES NORTH OF MARIETTA, 9 MILES SOUTH
 EL0905'OF ARDMORE AND 1-3/4 MILES SOUTHEAST OF OVERBROOK.  IT IS
 EL0905'ON THE TOP OF A HEAVILY WOODED AND PROMINENT HILL, THE HIGHEST
 EL0905'IN THE IMMEDIATE VICINITY AND JUST WEST OF A ROCKY DEPRESSION
 EL0905'AT THE SUMMIT OF THE HILL.  IT IS A STANDARD BRONZE DISK
 EL0905'BRAZED TO THE TOP OF AN IRON PIPE THAT PROJECTS 2 INCHES
 EL0905'ABOVE THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 EL0905'OVERBROOK 1955.
 EL0905'
 EL0905'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE
 EL0905'HILL AND IS ABOUT 4.5 FEET BELOW THE ELEVATION OF THE STATION.
 EL0905'IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN
 EL0905'OUTCROPPING BEDROCK, AND THE DISK IS STAMPED OVERBROOK NO 1 1955.
 EL0905'
 EL0905'REFERENCE MARK NO. 2 IS LOCATED NEAR THE NORTH EDGE OF THE
 EL0905'HILLTOP AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 EL0905'IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EL0905'BEDROCK, AND THE DISK IS STAMPED OVERBROOK NO 2 1955.
 EL0905'
 EL0905'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EL0905'NO. 2 IS 28.9 FEET.
 EL0905'
 EL0905'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF THE POST OFFICE
 EL0905'IN OVERBROOK, 50.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EL0905'NO. 77, 2.0 FEET NORTH OF A T FENCE CORNER POST AND 1.5
 EL0905'FEET NORTHWEST OF AN OKLAHOMA CONSERVATION COMMISSION STATE
 EL0905'SURVEY MARK.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 EL0905'OVERBROOK 1955.
 EL0905'
 EL0905'1D76 TT (OKLA. GEOD. S.) MARK IS ABOUT 0.1 MILE SOUTH OF
 EL0905'THE POST OFFICE IN OVERBROOK, 48.5 FEET WEST OF THE CENTER
 EL0905'OF U.S. HIGHWAY NO. 77, 3.0 FEET EAST OF A T FENCE CORNER
 EL0905'POST AND 1.5 FEET SOUTHEAST OF THE AZIMUTH MARK FOR TRIANGULATION
 EL0905'STATION OVERBROOK 1955.  THE MARK PROJECTS ABOUT 6 INCHES
 EL0905'AND THE DISK IS STAMPED 1D76 TT 1936.
 EL0905'
 EL0905'TO REACH THE STATION FROM THE POST OFFICE IN OVERBROOK, GO
 EL0905'EAST, SOUTH AND EAST ON A GRAVELED ROAD FOR 0.5 MILE TO
 EL0905'THE RAILROAD TRACKS, CONTINUE EASTERLY ON A GRAVELED ROAD FOR
 EL0905'0.65 MILE TO A T CROSSROAD, HERE TURN RIGHT AND GO SOUTH ON
 EL0905'A GRAVELED ROAD FOR 0.5 MILE TO A T ROAD LEFT.  HERE CONTINUE
 EL0905'STRAIGHT AHEAD AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE
 EL0905'TO A TRIANGULAR BLAZED OAK TREE AND A WIRE GATE ON THE LEFT,
 EL0905'TURN LEFT AND PASS THROUGH THIS WIRE GATE AND FOLLOW A WINDING
 EL0905'WOODS ROAD SOUTHEASTERLY FOR 0.2 MILE.  HERE TURN SHARP LEFT
 EL0905'AND GO NORTHERLY ALONG THE EAST SIDE OF A POWERLINE FOR 0.2
 EL0905'MILE TO THE TOP OF THE HILL, TURN RIGHT AND PICK WAY
 EL0905'THROUGH THE WOODS FOR ABOUT 0.1 MILE TO THE TOP OF THE HILL
 EL0905'AND THE STATION AS DESCRIBED.
 EL0905'
 EL0905'TO REACH THE AZIMUTH MARK AND 1D76 TT (OKLA. GEOD. S.) FROM
 EL0905'THE POST OFFICE IN OVERBROOK, GO SOUTH ON U.S. HIGHWAY NO.
 EL0905'77 FOR 0.1 MILE TO A T FENCE CORNER ON THE RIGHT AND THE MARKS
 EL0905'ON THE RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0844 ***********************************************************************
 GG0844  DESIGNATION -  OWASSO
 GG0844  PID         -  GG0844
 GG0844  STATE/COUNTY-  OK/TULSA
 GG0844  COUNTRY     -  US
 GG0844  USGS QUAD   -  SPERRY (2019)
 GG0844
 GG0844                         *CURRENT SURVEY CONTROL
 GG0844  ______________________________________________________________________
 GG0844* NAD 83(1993) POSITION- 36 17 22.25783(N) 095 52 51.34591(W)   ADJUSTED
 GG0844* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 GG0844  ______________________________________________________________________
 GG0844  GEOID HEIGHT    -        -29.034 (meters)                     GEOID18
 GG0844  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 GG0844  HORZ ORDER      -  FIRST
 GG0844
 GG0844.The horizontal coordinates were established by classical geodetic methods
 GG0844.and adjusted by the National Geodetic Survey in November 1994.
 GG0844
 GG0844.The orthometric height was scaled from a topographic map.
 GG0844
 GG0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0844.GEOID18 height accuracy estimate available here.
 GG0844
 GG0844.Click photographs - Photos may exist for this station.
 GG0844
 GG0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0844
 GG0844. The following values were computed from the NAD 83(1993) position.
 GG0844
 GG0844;                    North         East     Units Scale Factor Converg.
 GG0844;SPC OK N     -   145,153.326   790,337.345   MT  0.99994767   +1 15 02.0
 GG0844;SPC OK N     -   476,223.87  2,592,965.11   sFT  0.99994767   +1 15 02.0
 GG0844;UTM  15      - 4,019,912.609   241,268.133   MT  1.00042488   -1 42 21.9
 GG0844
 GG0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0844!SPC OK N     -   0.99997017  x   0.99994767  =   0.99991784
 GG0844!UTM  15      -   0.99997017  x   1.00042488  =   1.00039504
 GG0844
 GG0844:                Primary Azimuth Mark                     Grid Az
 GG0844:SPC OK N     -  OWASSO AZ MK                             293 44 55.2
 GG0844:UTM  15      -  OWASSO AZ MK                             296 42 19.1
 GG0844
 GG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4126819912(NAD 83)
 GG0844
 GG0844|---------------------------------------------------------------------|
 GG0844| PID    Reference Object                     Distance      Geod. Az  |
 GG0844|                                                           dddmmss.s |
 GG0844| GG0842 COLLINSVILLE MUNICIPAL TANK         APPROX. 9.2 KM 0202540.1 |
 GG0844| CI2740 OWASSO RM 1                          17.950 METERS 13619     |
 GG0844| GG0846 OWASSO 2                             14.444 METERS 18834     |
 GG0844| CI2741 OWASSO RM 2                          22.560 METERS 23359     |
 GG0844| CI2739 OWASSO AZ MK                                       2945957.2 |
 GG0844|---------------------------------------------------------------------|
 GG0844
 GG0844                          SUPERSEDED SURVEY CONTROL
 GG0844
 GG0844  NAD 83(1986)-  36 17 22.28309(N)    095 52 51.33166(W) AD(       ) 1
 GG0844  NAD 27      -  36 17 21.94200(N)    095 52 50.35600(W) AD(       ) 1
 GG0844
 GG0844.Superseded values are not recommended for survey control.
 GG0844
 GG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0844.See file dsdata.pdf to determine how the superseded data were derived.
 GG0844
 GG0844_MARKER: DS = TRIANGULATION STATION DISK
 GG0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0844_STAMPING: OWASSO 1938
 GG0844_MARK LOGO: CGS
 GG0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0844+STABILITY: SURFACE MOTION
 GG0844
 GG0844  HISTORY     - Date     Condition        Report By
 GG0844  HISTORY     - 1938     MONUMENTED       CGS
 GG0844
 GG0844                          STATION DESCRIPTION
 GG0844
 GG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0844'ABOUT 11 MILES NORTHEAST OF TULSA, 6 MILES EAST OF SPERRY
 GG0844'AND ABOUT 2 MILES NORTHWEST OF OWASSO, IN THE NORTHWEST
 GG0844'QUARTER OF SEC. 24, T. 21 N., R. 13 E., ON PROPERTY OF MRS.
 GG0844'J.L. MANES OF TULSA, 45 FEET NORTH OF AN EAST-WEST PROPERTY-LINE
 GG0844'FENCE, ABOUT 200 FEET WEST OF A FENCE CORNER AND ABOUT 0.15 MILE
 GG0844'EAST OF A NORTH-SOUTH SECTION-LINE ROAD, ON THE HIGHEST
 GG0844'GROUND IN THE VICINITY.
 GG0844'
 GG0844'TO REACH FROM OWASSO GO EAST AND NORTH ON U.S. HIGHWAY 75
 GG0844'FOR 1.0 MILE TO A T-ROAD, THENCE WEST FOR 1.7 MILES TO A
 GG0844'CROSS ROAD, THENCE RIGHT (NORTH) 1.0 MILE TO A FARMHOUSE ON
 GG0844'THE EAST SIDE OF ROAD, GO THROUGH GATE, PASS BY HOUSE AND
 GG0844'CONTINUE TO THE HIGHEST POINT SOUTH OF THE HOUSE AND STATION.
 GG0844'
 GG0844'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0844'DISKS SET IN CONCRETE.
 GG0844'
 GG0844'REFERENCE MARKS ARE IN THE EAST-WEST FENCE LINE SOUTH OF
 GG0844'THE STATION.  REFERENCE MARKS WERE TURNED TO POINT TOWARD
 GG0844'OWASSO 2, HOWEVER, THEIR POSITION WITH RESPECT TO OWASSO
 GG0844'REMAINS AS SHOWN.
 GG0844'
 GG0844'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION,
 GG0844'ABOUT 35 FEET EAST OF THE CENTER OF A SECTION-LINE ROAD
 GG0844'AND 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE.  THE AZIMUTH
 GG0844'MARK ALSO SERVES AS AN AZIMUTH MARK FOR OWASSO 2.
 GG0844'
 GG0844'SURFACE MARK OF STATION OWASSO WAS MOVED JUST ACROSS THE
 GG0844'PROPERTY LINE FENCE TO THE SOUTH BY REQUEST OF MRS. MANES AND
 GG0844'NAMED OWASSO 2.
 GG0844'
 GG0844'UNDERGROUND STATION MARK IS ABOUT 2.5 FEET BELOW THE SURFACE
 GG0844'OF GROUND.
 GG0844'
 GG0844'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0846 ***********************************************************************
 GG0846  DESIGNATION -  OWASSO 2
 GG0846  PID         -  GG0846
 GG0846  STATE/COUNTY-  OK/TULSA
 GG0846  COUNTRY     -  US
 GG0846  USGS QUAD   -  SPERRY (2019)
 GG0846
 GG0846                         *CURRENT SURVEY CONTROL
 GG0846  ______________________________________________________________________
 GG0846* NAD 83(1993) POSITION- 36 17 21.79445(N) 095 52 51.43218(W)   ADJUSTED
 GG0846* NAVD 88 ORTHO HEIGHT -   219.    (meters)      719.    (feet) SCALED
 GG0846  ______________________________________________________________________
 GG0846  GEOID HEIGHT    -        -29.034 (meters)                     GEOID18
 GG0846  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 GG0846  HORZ ORDER      -  SECOND
 GG0846
 GG0846.The horizontal coordinates were established by classical geodetic methods
 GG0846.and adjusted by the National Geodetic Survey in November 1994.
 GG0846
 GG0846.The orthometric height was scaled from a topographic map.
 GG0846
 GG0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0846.GEOID18 height accuracy estimate available here.
 GG0846
 GG0846.Click photographs - Photos may exist for this station.
 GG0846
 GG0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0846
 GG0846. The following values were computed from the NAD 83(1993) position.
 GG0846
 GG0846;                    North         East     Units Scale Factor Converg.
 GG0846;SPC OK N     -   145,139.000   790,335.505   MT  0.99994766   +1 15 02.0
 GG0846;SPC OK N     -   476,176.87  2,592,959.07   sFT  0.99994766   +1 15 02.0
 GG0846;UTM  15      - 4,019,898.390   241,265.554   MT  1.00042490   -1 42 21.9
 GG0846
 GG0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0846!SPC OK N     -   0.99997017  x   0.99994766  =   0.99991783
 GG0846!UTM  15      -   0.99997017  x   1.00042490  =   1.00039506
 GG0846
 GG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4126519898(NAD 83)
 GG0846
 GG0846                          SUPERSEDED SURVEY CONTROL
 GG0846
 GG0846  NAD 83(1986)-  36 17 21.81971(N)    095 52 51.41792(W) AD(       ) 2
 GG0846  NAD 27      -  36 17 21.47900(N)    095 52 50.44200(W) AD(       ) 2
 GG0846
 GG0846.Superseded values are not recommended for survey control.
 GG0846
 GG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0846.See file dsdata.pdf to determine how the superseded data were derived.
 GG0846
 GG0846_MARKER: DS = TRIANGULATION STATION DISK
 GG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0846_STAMPING: OWASSO 2 1938
 GG0846_MARK LOGO: CGS
 GG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0846+STABILITY: SURFACE MOTION
 GG0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0846+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 GG0846
 GG0846  HISTORY     - Date     Condition        Report By
 GG0846  HISTORY     - 1939     MONUMENTED       CGS
 GG0846  HISTORY     - 1953     GOOD             CGS
 GG0846  HISTORY     - 1954     GOOD             SSC
 GG0846  HISTORY     - 1955     GOOD             SSC
 GG0846  HISTORY     - 1959     GOOD             CGS
 GG0846  HISTORY     - 1970     GOOD             NGS
 GG0846  HISTORY     - 1974     GOOD             NGS
 GG0846  HISTORY     - 1986     GOOD             USPSQD
 GG0846  HISTORY     - 20100402 GOOD             AIRDAT
 GG0846
 GG0846                          STATION DESCRIPTION
 GG0846
 GG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0846'ABOUT 11 MILES AIR LINE NORTHEAST OF TULSA, 6 MILES EAST OF
 GG0846'SPERRY AND 2 MILES NORTHWEST OF OWASSO.  THIS STATION IS THE
 GG0846'SURFACE MARK REMOVED FROM STATION OWASSO AND IS LOCATED
 GG0846'47.39 FEET SOUTH OF STATION OWASSO (UNDERGROUND MARK) ON THE
 GG0846'TOP OF A HIGH GRASS-COVERED RIDGE, 2 FEET SOUTH OF AN
 GG0846'EAST-WEST PROPERTY-LINE FENCE AND 200 FEET WEST OF A FENCE
 GG0846'CORNER IN THE NORTHWEST QUARTER OF SEC. 24, T. 21 N., R. 13 E.,
 GG0846'ON GROUND ABOUT 3 FEET LOWER THAN THE HIGHEST PART OF THE
 GG0846'HILL.
 GG0846'
 GG0846'TO REACH FROM OWASSO, GO NORTH AND EAST ON U.S. HIGHWAY
 GG0846'75 FOR 1.0 MILE TO A T-ROAD, THENCE WEST FOR 1.7 MILES TO
 GG0846'A CROSS ROAD, THENCE RIGHT (NORTH) FOR 1.0 MILE TO A FARMHOUSE
 GG0846'ON THE EAST SIDE OF ROAD, TURN RIGHT, PASS THROUGH GATE AND
 GG0846'BY HOUSE AND CONTINUE ON TRAIL-ROAD TO THE NORTHEAST FOR
 GG0846'ABOUT 0.3 MILE TO AN EAST-WEST FENCE ACROSS TOP OF RIDGE AND
 GG0846'STATION.
 GG0846'
 GG0846'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0846'DISKS SET IN CONCRETE.
 GG0846'
 GG0846'REFERENCE MARKS ARE IN THE FENCE LINE TO THE EAST AND WEST
 GG0846'OF THE STATION.  THEY ALSO SERVE AS REFERENCE MARKS FOR
 GG0846'STATION OWASSO (UNDERGROUND STATION MARK).
 GG0846'
 GG0846'AZIMUTH MARK IS ABOUT 0.2 MILE NORTHWEST OF THE STATION,
 GG0846'1.0 FOOT EAST OF RIGHT-OF-WAY FENCE AND ABOUT 35 FEET EAST
 GG0846'OF THE CENTER OF A NORTH-SOUTH SECTION LINE ROAD (ALSO SERVES
 GG0846'AS AZIMUTH MARK FOR STATION OWASSO).
 GG0846
 GG0846                          STATION RECOVERY (1953)
 GG0846
 GG0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 GG0846'STATION RECOVERED.  DESCRIPTION SHOULD READ AS FOLLOWS-
 GG0846'
 GG0846'TO REACH FROM OWASSO, GO N ON U.S. HIGHWAY 75 FOR 1.0 MI.,
 GG0846'THENCE W FOR 1.7 MI. TO A CROSSROADS, THENCE N FOR 0.8 MI.
 GG0846'TO THE TOP OF A HILL.  STATION IS LOCATED 0.2 MI. E OF THE
 GG0846'ROAD, ALONG AN E-W FENCE LINE.
 GG0846'
 GG0846'REFERENCE MARK 1 AND 2 RECOVERED AS DESCRIBED AND IN GOOD
 GG0846'CONDITION.  AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 GG0846
 GG0846                          STATION RECOVERY (1954)
 GG0846
 GG0846'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1954 (RJP)
 GG0846'STATION AND TWO REFERENCE MARKS RECOVERED IN GOOD CONDTION.
 GG0846'STATION DESCRIPTION ADEQUATE, BUT DIRECTIONS FOR REACHING
 GG0846'THE STATION SHOULD READ AS FOLLOWS-
 GG0846'
 GG0846'TO REACH FROM OWASSO, GO E AND N ON U.S. HIGHWAY 75 FOR
 GG0846'1 MI. TO A T-ROAD, THENCE W FOR 1.7 MI. TO A CROSSROAD,
 GG0846'THENCE RIGHT (N) FOR 0.7 MI. TO AN E-W FENCE ON THE RIGHT
 GG0846'SIDE OF THE ROAD.  PROCEED E ALONG THE FENCE FOR 750 FT.
 GG0846'TO THE SUMMIT OF A HILL AND THE STATION.
 GG0846'
 GG0846'AZIMUTH MARK WAS NOT VISITED.
 GG0846
 GG0846                          STATION RECOVERY (1955)
 GG0846
 GG0846'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 GG0846'STATION, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 GG0846'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0846
 GG0846                          STATION RECOVERY (1959)
 GG0846
 GG0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKR)
 GG0846'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 GG0846'AS DESCRIBED.  THE STATION MARK IS STAMPED OWASSO 2 1938.
 GG0846'
 GG0846'NEW DIRECTIONS FOR REACHING THE STATION FOLLOW- FROM THE
 GG0846'INTERSECTION OF THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 GG0846'TRACKS AND U.S. HIGHWAY 75 IN OWASSO, PROCEED WEST ALONG
 GG0846'HIGHWAY 75 0.5 MILE TO A JUNCTION WHERE HIGHWAY 75 TURNS
 GG0846'SOUTH.  CONTINUE WEST 1.1 MILES TO A T-ROAD NORTH, THENCE NORTH
 GG0846'1.7 MILES TO A PRIVATE FARM ROAD LEADING EAST.  GO EAST ALONG THIS
 GG0846'PRIVATE ROAD 0.3 MILE TO A HOUSE.  PASS THROUGH A WOODEN GATE
 GG0846'NORTH OF THE HOUSE AND PROCEED 0.1 MILE ALONG A TRACK ROAD
 GG0846'TO THE EAST-WEST FENCE AND THE STATION.
 GG0846'
 GG0846'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE PHRASE,
 GG0846'1.0 FOOT EAST OF RIGHT-OF-WAY FENCE, IN THE ORIGINAL
 GG0846'DESCRIPTION SHOULD BE CORRECTED TO READ, 1.0 FOOT WEST OF
 GG0846'RIGHT-OF-WAY FENCE.  THE MARK IS EAST OF THE NORTH-SOUTH COUNTY
 GG0846'ROAD AT THE TOP OF A HILL, AND IS ON TOP OF A BANK.
 GG0846
 GG0846                          STATION RECOVERY (1970)
 GG0846
 GG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 GG0846'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS AS
 GG0846'DESCRIBED.
 GG0846'
 GG0846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 GG0846'OF OWASSO.
 GG0846
 GG0846                          STATION RECOVERY (1974)
 GG0846
 GG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GG0846'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0846
 GG0846                          STATION RECOVERY (1986)
 GG0846
 GG0846'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0846'RECOVERED IN GOOD CONDITION.
 GG0846
 GG0846                          STATION RECOVERY (2010)
 GG0846
 GG0846'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0872 ***********************************************************************
 EM0872  DESIGNATION -  OZARK
 EM0872  PID         -  EM0872
 EM0872  STATE/COUNTY-  OK/JACKSON
 EM0872  COUNTRY     -  US
 EM0872  USGS QUAD   -  TIPTON (2018)
 EM0872
 EM0872                         *CURRENT SURVEY CONTROL
 EM0872  ______________________________________________________________________
 EM0872* NAD 83(1993) POSITION- 34 35 13.70134(N) 099 11 06.53477(W)   ADJUSTED
 EM0872* NAVD 88 ORTHO HEIGHT -   412.7   (meters)     1354.    (feet) VERTCON3
 EM0872  ______________________________________________________________________
 EM0872  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 EM0872  LAPLACE CORR    -          5.46  (seconds)                    DEFLEC18
 EM0872  HORZ ORDER      -  FIRST
 EM0872
 EM0872.The horizontal coordinates were established by classical geodetic methods
 EM0872.and adjusted by the National Geodetic Survey in November 1994.
 EM0872
 EM0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0872
 EM0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0872.GEOID18 height accuracy estimate available here.
 EM0872
 EM0872.Click photographs - Photos may exist for this station.
 EM0872
 EM0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0872
 EM0872. The following values were computed from the NAD 83(1993) position.
 EM0872
 EM0872;                    North         East     Units Scale Factor Converg.
 EM0872;SPC OK S     -   139,714.543   491,278.821   MT  0.99993594   -0 40 21.8
 EM0872;SPC OK S     -   458,380.13  1,611,803.93   sFT  0.99993594   -0 40 21.8
 EM0872;UTM  14      - 3,827,275.509   483,020.457   MT  0.99960355   -0 06 18.4
 EM0872
 EM0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0872!SPC OK S     -   0.99993946  x   0.99993594  =   0.99987540
 EM0872!UTM  14      -   0.99993946  x   0.99960355  =   0.99954303
 EM0872
 EM0872:                Primary Azimuth Mark                     Grid Az
 EM0872:SPC OK S     -  OZARK AZ MK                              270 23 12.0
 EM0872:UTM  14      -  OZARK AZ MK                              269 49 08.6
 EM0872
 EM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8302027275(NAD 83)
 EM0872
 EM0872|---------------------------------------------------------------------|
 EM0872| PID    Reference Object                     Distance      Geod. Az  |
 EM0872|                                                           dddmmss.s |
 EM0872| CX7872 OZARK RM 1                           10.798 METERS 26524     |
 EM0872| CX7871 OZARK AZ MK                                        2694250.2 |
 EM0872| EM0897 ALTUS PUB SERVICE CO RAD MAST       APPROX.16.0 KM 2953946.7 |
 EM0872| CX7873 OZARK RM 2                           11.998 METERS 35613     |
 EM0872|---------------------------------------------------------------------|
 EM0872
 EM0872                          SUPERSEDED SURVEY CONTROL
 EM0872
 EM0872  NAD 83(1986)-  34 35 13.70903(N)    099 11 06.52642(W) AD(       ) 1
 EM0872  NAD 27      -  34 35 13.45600(N)    099 11 05.22900(W) AD(       ) 1
 EM0872  NGVD 29 (07/19/86)  412.5    (m)         1353.     (f) VERT ANG       
 EM0872
 EM0872.Superseded values are not recommended for survey control.
 EM0872
 EM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0872.See file dsdata.pdf to determine how the superseded data were derived.
 EM0872
 EM0872_MARKER: DS = TRIANGULATION STATION DISK
 EM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0872_STAMPING: OZARK 1948
 EM0872_MARK LOGO: CGS
 EM0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0872+STABILITY: SURFACE MOTION
 EM0872
 EM0872  HISTORY     - Date     Condition        Report By
 EM0872  HISTORY     - 1948     MONUMENTED       CGS
 EM0872  HISTORY     - 1960     GOOD             CGS
 EM0872  HISTORY     - 1961     GOOD             CGS
 EM0872  HISTORY     - 1963     GOOD             CGS
 EM0872
 EM0872                          STATION DESCRIPTION
 EM0872
 EM0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0872'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.5 MILES WEST
 EM0872'OF HEADRICK ON LAND FARMED BY JACK MC CASKILL.  IT IS ABOUT
 EM0872'0.5 MILE EAST OF THE MC CASKILL FARM HOUSE, 4 FEET NORTH OF
 EM0872'NORTH END OF WIRE GATE INTO CULTIVATED FIELD, 3 FEET NORTHEAST
 EM0872'OF FENCE CORNER AND 12 FEET NORTH OF THE CENTER OF TRACK ROAD.
 EM0872'IT IS STAMPED OZARK 1948 AND PROJECT 2 INCHES.
 EM0872'
 EM0872'REFERENCE MARK NO 1 IS WEST OF THE STATION, SET IN THE EAST-WEST
 EM0872'FENCE LINE.  IT IS STAMPED OZARK NO 1 1948 AND PROJECTS 4
 EM0872'INCHES.
 EM0872'
 EM0872'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN THE
 EM0872'NORTH-SOUTH FENCE LINE.  IT IS STAMPED OZARK NO 2 1948 AND
 EM0872'PROJECTS 3 INCHES.
 EM0872'
 EM0872'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 35
 EM0872'FEET EAST OF THE CENTER OF NORTH-SOUTH GRADED ROAD, 23 FEET
 EM0872'NORTH OF FENCE CORNER, 2 FEET NORTH OF WITNESS POST AND
 EM0872'IN NORTH-SOUTH FENCE LINE.  IT IS STAMPED OZARK 1948 AND
 EM0872'PROJECTS 3 INCHES.
 EM0872'
 EM0872'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 EM0872'HOUSE IN ALTUS, GO EAST ON U.S. HIGHWAY 62 FOR 7.0 MILES
 EM0872'TO CROSSROADS AT OZARK STORE AND SCHOOL HOUSE, CONTINUE
 EM0872'EAST ON 62 FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO SOUTH
 EM0872'ON GRADED ROAD FOR 3.55 MILES TO THE AZIMUTH MARK ON THE EAST
 EM0872'SIDE AS DESCRIBED, TURN LEFT ALONG TRACK ROAD ON SOUTH SIDE
 EM0872'OF FENCE LINE AND GO EAST FOR 0.5 MILE TO WIRE GATE IN FENCE
 EM0872'LINE AND STATION ON THE NORTH SIDE AS DESCRIBED.
 EM0872'
 EM0872'A 4 FOOT SIGNAL AT STATION HESS 1923 IS VISIBLE AT 4 FEET
 EM0872'
 EM0872'A 74 FOOT SIGNAL AT STATION ALTUS IS VISIBLE AT 4 FEET
 EM0872'
 EM0872'A 4 FOOT SIGNAL AT STATION PORT IS VISIBLE AT 4 FEET
 EM0872'
 EM0872'A 4 FOOT SIGNAL AT STATION HEADRICK 1935, 1948 IS VISIBLE AT
 EM0872'4 FEET.
 EM0872'
 EM0872'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EM0872
 EM0872                          STATION RECOVERY (1960)
 EM0872
 EM0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 EM0872'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 EM0872'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 EM0872'DESCRIPTION AND ROUTE TO REACH THE STATION IS ADEQUATE FOR
 EM0872'RECOVERY.
 EM0872'
 EM0872'NOTE--OBSERVATIONS WERE MADE FROM A 16 FT. STAND.  REFERENCE
 EM0872'MARKS WERE MEASURED WITH A 5 KG. TENSION.
 EM0872
 EM0872                          STATION RECOVERY (1961)
 EM0872
 EM0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0872'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARKS WERE IN
 EM0872'GOOD CONDITION.  THE DISTANCES AND THE DIRECTIONS CHECKED.
 EM0872'THE DESCRIPTION TO REACH THE STATION CHECKED.
 EM0872'
 EM0872'METAL WITNESS POSTS WERE SET AT THE STATION AND THE AZIMUTH
 EM0872'MARK.
 EM0872'
 EM0872'THE STATION IS 2.6 FEET NORTH OF THE METAL WITNESS POST.
 EM0872'
 EM0872'THE AZIMUTH MARK IS 2.6 FEET SOUTH OF A METAL WITNESS POST.
 EM0872
 EM0872                          STATION RECOVERY (1963)
 EM0872
 EM0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0872'STATION RECOVERED AS DESCRIBED.  TO REACH IS ENTIRELY ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0479 ***********************************************************************
 GH0479  DESIGNATION -  P
 GH0479  PID         -  GH0479
 GH0479  STATE/COUNTY-  OK/GARFIELD
 GH0479  COUNTRY     -  US
 GH0479  USGS QUAD   -  KREMLIN (2018)
 GH0479
 GH0479                         *CURRENT SURVEY CONTROL
 GH0479  ______________________________________________________________________
 GH0479* NAD 83(1986) POSITION- 36 32 56.     (N) 097 49 59.     (W)   SCALED
 GH0479* NAVD 88 ORTHO HEIGHT -   341.824 (meters)     1121.47  (feet) POSTED
 GH0479  ______________________________________________________________________
 GH0479  GEOID HEIGHT    -        -27.878 (meters)                     GEOID18
 GH0479  DYNAMIC HEIGHT  -        341.53  (meters)     1120.5   (feet) COMP
 GH0479  MODELED GRAVITY -    979,759.7   (mgal)                       NAVD 88
 GH0479
 GH0479  VERT ORDER      -  * POSTED, SEE BELOW
 GH0479
 GH0479.The horizontal coordinates were scaled from a map and have
 GH0479.an estimated accuracy of +/- 6 seconds.
 GH0479
 GH0479.The orthometric height was determined by differential leveling
 GH0479.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0479
 GH0479.* This is a POSTED BENCH MARK height.
 GH0479
 GH0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0479.GEOID18 height accuracy estimate available here.
 GH0479
 GH0479.Click photographs - Photos may exist for this station.
 GH0479
 GH0479.The dynamic height is computed by dividing the NAVD 88
 GH0479.geopotential number by the normal gravity value computed on the
 GH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0479.degrees latitude (g = 980.6199 gals.).
 GH0479
 GH0479.The modeled gravity was interpolated from observed gravity values.
 GH0479
 GH0479;                    North         East    Units  Estimated Accuracy
 GH0479;SPC OK N     -   171,870.      614,950.      MT  (+/- 180 meters Scaled)
 GH0479
 GH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF044454(NAD 83)
 GH0479
 GH0479                          SUPERSEDED SURVEY CONTROL
 GH0479
 GH0479  NGVD 29 (04/22/92)  341.661  (m)         1120.93   (f) ADJUSTED    1 2
 GH0479
 GH0479.Superseded values are not recommended for survey control.
 GH0479
 GH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0479.See file dsdata.pdf to determine how the superseded data were derived.
 GH0479
 GH0479_MARKER: V = STONE MONUMENT
 GH0479_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0479_MARK LOGO: NONE
 GH0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0479
 GH0479  HISTORY     - Date     Condition        Report By
 GH0479  HISTORY     - 1902     MONUMENTED       CGS
 GH0479  HISTORY     - 1928     GOOD             USGS
 GH0479  HISTORY     - 1953     MARK NOT FOUND   CGS
 GH0479
 GH0479                          STATION DESCRIPTION
 GH0479
 GH0479'DESCRIBED BY US GEOLOGICAL SURVEY 1928
 GH0479'RECOVERED IN GOOD CONDITION.
 GH0479
 GH0479                          STATION RECOVERY (1953)
 GH0479
 GH0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GH0479'AT KREMLIN.
 GH0479'AT KREMLIN, GARFIELD COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 GH0479'PACIFIC RAILROAD, 6 POLES NORTH OF THE STATION, 18 FEET SOUTH
 GH0479'AND 37 FEET EAST OF THE TWENTIETH POLE SOUTH OF MILEPOST 330,
 GH0479'350 FEET SOUTH OF THE CENTER LINE OF AN EAST-AND-WEST ROAD,
 GH0479'AND 42 FEET WEST OF THE CENTER LINE OF THE TRACK.  THE BOTTOM
 GH0479'OF A SQUARE HOLE SURROUNDED BY THE CHISELED LETTERS USBM CUT
 GH0479'IN THE TOP OF A MARBLE POST.  NOTE-- IT IS BELIEVED TO HAVE
 GH0479'BEEN DESTROYED DURING THE CONSTRUCTION OF A SIDE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0204 ***********************************************************************
 GK0204  DESIGNATION -  P 10
 GK0204  PID         -  GK0204
 GK0204  STATE/COUNTY-  OK/BEAVER
 GK0204  COUNTRY     -  US
 GK0204  USGS QUAD   -  TURPIN NE (2018)
 GK0204
 GK0204                         *CURRENT SURVEY CONTROL
 GK0204  ______________________________________________________________________
 GK0204* NAD 83(1986) POSITION- 36 55 17.     (N) 100 52 27.     (W)   SCALED
 GK0204* NAVD 88 ORTHO HEIGHT -   847.934 (meters)     2781.93  (feet) ADJUSTED
 GK0204  ______________________________________________________________________
 GK0204  GEOID HEIGHT    -        -27.014 (meters)                     GEOID18
 GK0204  DYNAMIC HEIGHT  -        847.095 (meters)     2779.18  (feet) COMP
 GK0204  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 GK0204
 GK0204  VERT ORDER      -  FIRST     CLASS II
 GK0204
 GK0204.The horizontal coordinates were scaled from a map and have
 GK0204.an estimated accuracy of +/- 6 seconds.
 GK0204
 GK0204.The orthometric height was determined by differential leveling and
 GK0204.adjusted by the NATIONAL GEODETIC SURVEY
 GK0204.in June 1991.
 GK0204
 GK0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0204.GEOID18 height accuracy estimate available here.
 GK0204
 GK0204.Click photographs - Photos may exist for this station.
 GK0204
 GK0204.The dynamic height is computed by dividing the NAVD 88
 GK0204.geopotential number by the normal gravity value computed on the
 GK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0204.degrees latitude (g = 980.6199 gals.).
 GK0204
 GK0204.The modeled gravity was interpolated from observed gravity values.
 GK0204
 GK0204;                    North         East    Units  Estimated Accuracy
 GK0204;SPC OK N     -   216,980.      343,930.      MT  (+/- 180 meters Scaled)
 GK0204
 GK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF330877(NAD 83)
 GK0204
 GK0204                          SUPERSEDED SURVEY CONTROL
 GK0204
 GK0204  NGVD 29 (??/??/92)  847.572  (m)         2780.74   (f) ADJ UNCH    1 2
 GK0204
 GK0204.Superseded values are not recommended for survey control.
 GK0204
 GK0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0204.See file dsdata.pdf to determine how the superseded data were derived.
 GK0204
 GK0204_MARKER: DB = BENCH MARK DISK
 GK0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0204_STAMPING: P 10 1933
 GK0204_MARK LOGO: CGS
 GK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0204+STABILITY: SURFACE MOTION
 GK0204
 GK0204  HISTORY     - Date     Condition        Report By
 GK0204  HISTORY     - 1933     MONUMENTED       CGS
 GK0204  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0204  HISTORY     - 19960415 MARK NOT FOUND   OKDOT
 GK0204
 GK0204                          STATION DESCRIPTION
 GK0204
 GK0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0204'11.1 MI S FROM LIBERAL, KS.
 GK0204'4.4 MILES NORTH OF A JUNCTION U.S. 85 AND U.S. 64 45 FEET NORTH OF
 GK0204'CENTERLINE OF U.S. HIGHWAY 85.  60 FEET NORHTWEST OF JUNCTION OF
 GK0204'HIGHWAY AND NORTH AND SOUTH COUNTY ROAD. 2 FEET NORTH OF THE FENCE
 GK0204'CORNER AND ONE FOOT EAST OF HIGHWAY RIGHT-OF-WAY FENCE LINE. NOTE-- RD
 GK0204'WORK IN AREA.
 GK0204
 GK0204                          STATION RECOVERY (1965)
 GK0204
 GK0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0204'MARK NOT FOUND.
 GK0204
 GK0204                          STATION RECOVERY (1996)
 GK0204
 GK0204'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GK0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0497 ***********************************************************************
 EK0497  DESIGNATION -  P 100
 EK0497  PID         -  EK0497
 EK0497  STATE/COUNTY-  OK/PUSHMATAHA
 EK0497  COUNTRY     -  US
 EK0497  USGS QUAD   -  RATTAN (2019)
 EK0497
 EK0497                         *CURRENT SURVEY CONTROL
 EK0497  ______________________________________________________________________
 EK0497* NAD 83(1986) POSITION- 34 12 00.     (N) 095 25 10.     (W)   SCALED
 EK0497* NAVD 88 ORTHO HEIGHT -   145.918 (meters)      478.73  (feet) ADJUSTED
 EK0497  ______________________________________________________________________
 EK0497  GEOID HEIGHT    -        -30.275 (meters)                     GEOID18
 EK0497  DYNAMIC HEIGHT  -        145.758 (meters)      478.21  (feet) COMP
 EK0497  MODELED GRAVITY -    979,540.7   (mgal)                       NAVD 88
 EK0497
 EK0497  VERT ORDER      -  SECOND    CLASS 0
 EK0497
 EK0497.The horizontal coordinates were scaled from a map and have
 EK0497.an estimated accuracy of +/- 6 seconds.
 EK0497
 EK0497.The orthometric height was determined by differential leveling and
 EK0497.adjusted by the NATIONAL GEODETIC SURVEY
 EK0497.in June 1991.
 EK0497
 EK0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0497.GEOID18 height accuracy estimate available here.
 EK0497
 EK0497.Click photographs - Photos may exist for this station.
 EK0497
 EK0497.The dynamic height is computed by dividing the NAVD 88
 EK0497.geopotential number by the normal gravity value computed on the
 EK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0497.degrees latitude (g = 980.6199 gals.).
 EK0497
 EK0497.The modeled gravity was interpolated from observed gravity values.
 EK0497
 EK0497;                    North         East    Units  Estimated Accuracy
 EK0497;SPC OK S     -    99,170.      837,810.      MT  (+/- 180 meters Scaled)
 EK0497
 EK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT770869(NAD 83)
 EK0497
 EK0497                          SUPERSEDED SURVEY CONTROL
 EK0497
 EK0497  NGVD 29 (??/??/92)  145.841  (m)          478.48   (f) ADJ UNCH    2 0
 EK0497
 EK0497.Superseded values are not recommended for survey control.
 EK0497
 EK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0497.See file dsdata.pdf to determine how the superseded data were derived.
 EK0497
 EK0497_MARKER: DB = BENCH MARK DISK
 EK0497_SETTING: 66 = SET IN ROCK OUTCROP
 EK0497_STAMPING: P 100 1960
 EK0497_MARK LOGO: CGS
 EK0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0497+STABILITY: POSITION/ELEVATION WELL
 EK0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0497+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 EK0497
 EK0497  HISTORY     - Date     Condition        Report By
 EK0497  HISTORY     - 1960     MONUMENTED       CGS
 EK0497  HISTORY     - 20080813 GOOD             OKDOT
 EK0497
 EK0497                          STATION DESCRIPTION
 EK0497
 EK0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0497'0.4 MI W FROM RATTAN.
 EK0497'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0497'OFFICE AT RATTAN, ABOUT 0.1 MILE WEST OF A BRIDGE OVER ROCK
 EK0497'CREEK, IN SECTION 21, R 18 E, T 4 S, SET IN THE TOP OF THE NORTH
 EK0497'EDGE OF A ROCK LEDGE ON THE SOUTH BANK OF THE HIGHWAY, 43 FEET
 EK0497'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 86 1/2 FEET NORTH-NORTHEAST
 EK0497'OF A POWER POLE BEARING A TRANSFORMER, AND ABOUT 4 FEET ABOVE
 EK0497'THE HIGHWAY.
 EK0497
 EK0497                          STATION RECOVERY (2008)
 EK0497
 EK0497'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2008 (RES)
 EK0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0432 ***********************************************************************
 FK0432  DESIGNATION -  P 103
 FK0432  PID         -  FK0432
 FK0432  STATE/COUNTY-  OK/ROGER MILLS
 FK0432  COUNTRY     -  US
 FK0432  USGS QUAD   -  REYDON (2018)
 FK0432
 FK0432                         *CURRENT SURVEY CONTROL
 FK0432  ______________________________________________________________________
 FK0432* NAD 83(1986) POSITION- 35 39 05.     (N) 099 54 58.     (W)   SCALED
 FK0432* NAVD 88 ORTHO HEIGHT -   693.133 (meters)     2274.05  (feet) ADJUSTED
 FK0432  ______________________________________________________________________
 FK0432  GEOID HEIGHT    -        -27.893 (meters)                     GEOID18
 FK0432  DYNAMIC HEIGHT  -        692.388 (meters)     2271.61  (feet) COMP
 FK0432  MODELED GRAVITY -    979,536.9   (mgal)                       NAVD 88
 FK0432
 FK0432  VERT ORDER      -  SECOND    CLASS 0
 FK0432
 FK0432.The horizontal coordinates were scaled from a map and have
 FK0432.an estimated accuracy of +/- 6 seconds.
 FK0432
 FK0432.The orthometric height was determined by differential leveling and
 FK0432.adjusted by the NATIONAL GEODETIC SURVEY
 FK0432.in June 1991.
 FK0432
 FK0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0432.GEOID18 height accuracy estimate available here.
 FK0432
 FK0432.Click photographs - Photos may exist for this station.
 FK0432
 FK0432.The dynamic height is computed by dividing the NAVD 88
 FK0432.geopotential number by the normal gravity value computed on the
 FK0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0432.degrees latitude (g = 980.6199 gals.).
 FK0432
 FK0432.The modeled gravity was interpolated from observed gravity values.
 FK0432
 FK0432;                    North         East    Units  Estimated Accuracy
 FK0432;SPC OK N     -    73,990.      426,490.      MT  (+/- 180 meters Scaled)
 FK0432
 FK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME170456(NAD 83)
 FK0432
 FK0432                          SUPERSEDED SURVEY CONTROL
 FK0432
 FK0432  NGVD 29 (??/??/92)  692.815  (m)         2273.01   (f) ADJ UNCH    2 0
 FK0432
 FK0432.Superseded values are not recommended for survey control.
 FK0432
 FK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0432.See file dsdata.pdf to determine how the superseded data were derived.
 FK0432
 FK0432_MARKER: DB = BENCH MARK DISK
 FK0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0432_STAMPING: P 103 1934
 FK0432_MARK LOGO: CGS
 FK0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0432+STABILITY: SURFACE MOTION
 FK0432
 FK0432  HISTORY     - Date     Condition        Report By
 FK0432  HISTORY     - 1934     MONUMENTED       CGS
 FK0432  HISTORY     - 1958     POOR             USGS
 FK0432
 FK0432                          STATION DESCRIPTION
 FK0432
 FK0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0432'AT REYDON.
 FK0432'AT REYDON 385 FEET WEST OF MILEPOST 62, 363 FEET EAST OF
 FK0432'PANHANDLE AND SANTA FE STATION 96 FEET NORTH OF MAIN TRACK, 45
 FK0432'FEET NORTH OF WATER TANK.
 FK0432
 FK0432                          STATION RECOVERY (1958)
 FK0432
 FK0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0432'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0354 ***********************************************************************
 GJ0354  DESIGNATION -  P 104
 GJ0354  PID         -  GJ0354
 GJ0354  STATE/COUNTY-  OK/ELLIS
 GJ0354  COUNTRY     -  US
 GJ0354  USGS QUAD   -  ARNETT SE (2018)
 GJ0354
 GJ0354                         *CURRENT SURVEY CONTROL
 GJ0354  ______________________________________________________________________
 GJ0354* NAD 83(1986) POSITION- 36 01 40.     (N) 099 45 21.     (W)   SCALED
 GJ0354* NAVD 88 ORTHO HEIGHT -   724.553 (meters)     2377.14  (feet) ADJUSTED
 GJ0354  ______________________________________________________________________
 GJ0354  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 GJ0354  DYNAMIC HEIGHT  -        723.803 (meters)     2374.68  (feet) COMP
 GJ0354  MODELED GRAVITY -    979,573.6   (mgal)                       NAVD 88
 GJ0354
 GJ0354  VERT ORDER      -  SECOND    CLASS 0
 GJ0354
 GJ0354.The horizontal coordinates were scaled from a map and have
 GJ0354.an estimated accuracy of +/- 6 seconds.
 GJ0354
 GJ0354.The orthometric height was determined by differential leveling and
 GJ0354.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0354.in June 1991.
 GJ0354
 GJ0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0354.GEOID18 height accuracy estimate available here.
 GJ0354
 GJ0354.Click photographs - Photos may exist for this station.
 GJ0354
 GJ0354.The dynamic height is computed by dividing the NAVD 88
 GJ0354.geopotential number by the normal gravity value computed on the
 GJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0354.degrees latitude (g = 980.6199 gals.).
 GJ0354
 GJ0354.The modeled gravity was interpolated from observed gravity values.
 GJ0354
 GJ0354;                    North         East    Units  Estimated Accuracy
 GJ0354;SPC OK N     -   115,470.      441,760.      MT  (+/- 180 meters Scaled)
 GJ0354
 GJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME319872(NAD 83)
 GJ0354
 GJ0354                          SUPERSEDED SURVEY CONTROL
 GJ0354
 GJ0354  NGVD 29 (??/??/92)  724.245  (m)         2376.13   (f) ADJ UNCH    2 0
 GJ0354
 GJ0354.Superseded values are not recommended for survey control.
 GJ0354
 GJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0354.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0354
 GJ0354_MARKER: DB = BENCH MARK DISK
 GJ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0354_STAMPING: P 104 1934
 GJ0354_MARK LOGO: CGS
 GJ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0354+STABILITY: SURFACE MOTION
 GJ0354
 GJ0354  HISTORY     - Date     Condition        Report By
 GJ0354  HISTORY     - 1934     MONUMENTED       CGS
 GJ0354  HISTORY     - 19940223 MARK NOT FOUND   NGS
 GJ0354
 GJ0354                          STATION DESCRIPTION
 GJ0354
 GJ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0354'8.2 MI SE FROM ARNETT.
 GJ0354'8.2 MILES SOUTHWEST OF ELLIS CO., COURTHOUSE AT ARNETT 0.15 MILE
 GJ0354'NORTH OF DISTRICT SCHOOL 88.  50 FEET EAST OF CENTER LINE OF
 GJ0354'U.S. HIGHWAY 283.  27 FEET SOUTH OF CENTER LINE OF SECTION LINE
 GJ0354'ROAD.
 GJ0354
 GJ0354                          STATION RECOVERY (1994)
 GJ0354
 GJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GJ0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0454 ***********************************************************************
 FK0454  DESIGNATION -  P 105
 FK0454  PID         -  FK0454
 FK0454  STATE/COUNTY-  OK/BECKHAM
 FK0454  COUNTRY     -  US
 FK0454  USGS QUAD   -  SAYRE (2018)
 FK0454
 FK0454                         *CURRENT SURVEY CONTROL
 FK0454  ______________________________________________________________________
 FK0454* NAD 83(1986) POSITION- 35 21 17.     (N) 099 38 13.     (W)   SCALED
 FK0454* NAVD 88 ORTHO HEIGHT -   607.918 (meters)     1994.48  (feet) ADJUSTED
 FK0454  ______________________________________________________________________
 FK0454  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 FK0454  DYNAMIC HEIGHT  -        607.284 (meters)     1992.40  (feet) COMP
 FK0454  MODELED GRAVITY -    979,571.4   (mgal)                       NAVD 88
 FK0454
 FK0454  VERT ORDER      -  SECOND    CLASS 0
 FK0454
 FK0454.The horizontal coordinates were scaled from a map and have
 FK0454.an estimated accuracy of +/- 6 seconds.
 FK0454
 FK0454.The orthometric height was determined by differential leveling and
 FK0454.adjusted by the NATIONAL GEODETIC SURVEY
 FK0454.in June 1991.
 FK0454
 FK0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0454.GEOID18 height accuracy estimate available here.
 FK0454
 FK0454.Click photographs - Photos may exist for this station.
 FK0454
 FK0454.The dynamic height is computed by dividing the NAVD 88
 FK0454.geopotential number by the normal gravity value computed on the
 FK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0454.degrees latitude (g = 980.6199 gals.).
 FK0454
 FK0454.The modeled gravity was interpolated from observed gravity values.
 FK0454
 FK0454;                    North         East    Units  Estimated Accuracy
 FK0454;SPC OK S     -   225,440.      451,220.      MT  (+/- 180 meters Scaled)
 FK0454
 FK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME421125(NAD 83)
 FK0454
 FK0454                          SUPERSEDED SURVEY CONTROL
 FK0454
 FK0454  NGVD 29 (??/??/92)  607.659  (m)         1993.63   (f) ADJ UNCH    2 0
 FK0454
 FK0454.Superseded values are not recommended for survey control.
 FK0454
 FK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0454.See file dsdata.pdf to determine how the superseded data were derived.
 FK0454
 FK0454_MARKER: DB = BENCH MARK DISK
 FK0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0454_SP_SET: CULVERT WINGWALL
 FK0454_STAMPING: P 105 1934
 FK0454_MARK LOGO: CGS
 FK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0454+STABILITY: SURFACE MOTION
 FK0454
 FK0454  HISTORY     - Date     Condition        Report By
 FK0454  HISTORY     - 1934     MONUMENTED       CGS
 FK0454
 FK0454                          STATION DESCRIPTION
 FK0454
 FK0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0454'4.8 MI N FROM SAYRE.
 FK0454'4.8 MILES NORTH OF CRIPRR STATION 15 FEET EAST OF CENTERLINE
 FK0454'OF U.S. HIGHWAY 283.  ON TOP OF NORTHEAST WINGWALL OF A 24 FOOT
 FK0454'DOUBLE CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0372 ***********************************************************************
 GJ0372  DESIGNATION -  P 106
 GJ0372  PID         -  GJ0372
 GJ0372  STATE/COUNTY-  OK/HARPER
 GJ0372  COUNTRY     -  US
 GJ0372  USGS QUAD   -  LAVERNE NE (2018)
 GJ0372
 GJ0372                         *CURRENT SURVEY CONTROL
 GJ0372  ______________________________________________________________________
 GJ0372* NAD 83(1986) POSITION- 36 39 58.     (N) 099 50 29.     (W)   SCALED
 GJ0372* NAVD 88 ORTHO HEIGHT -   645.318 (meters)     2117.18  (feet) ADJUSTED
 GJ0372  ______________________________________________________________________
 GJ0372  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 GJ0372  DYNAMIC HEIGHT  -        644.702 (meters)     2115.16  (feet) COMP
 GJ0372  MODELED GRAVITY -    979,655.9   (mgal)                       NAVD 88
 GJ0372
 GJ0372  VERT ORDER      -  SECOND    CLASS 0
 GJ0372
 GJ0372.The horizontal coordinates were scaled from a map and have
 GJ0372.an estimated accuracy of +/- 6 seconds.
 GJ0372
 GJ0372.The orthometric height was determined by differential leveling and
 GJ0372.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0372.in June 1991.
 GJ0372
 GJ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0372.GEOID18 height accuracy estimate available here.
 GJ0372
 GJ0372.Click photographs - Photos may exist for this station.
 GJ0372
 GJ0372.The dynamic height is computed by dividing the NAVD 88
 GJ0372.geopotential number by the normal gravity value computed on the
 GJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0372.degrees latitude (g = 980.6199 gals.).
 GJ0372
 GJ0372.The modeled gravity was interpolated from observed gravity values.
 GJ0372
 GJ0372;                    North         East    Units  Estimated Accuracy
 GJ0372;SPC OK N     -   186,430.      435,390.      MT  (+/- 180 meters Scaled)
 GJ0372
 GJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF248581(NAD 83)
 GJ0372
 GJ0372                          SUPERSEDED SURVEY CONTROL
 GJ0372
 GJ0372  NGVD 29 (??/??/92)  645.037  (m)         2116.26   (f) ADJ UNCH    2 0
 GJ0372
 GJ0372.Superseded values are not recommended for survey control.
 GJ0372
 GJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0372.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0372
 GJ0372_MARKER: DB = BENCH MARK DISK
 GJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0372_STAMPING: P 106 1934
 GJ0372_MARK LOGO: CGS
 GJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0372+STABILITY: SURFACE MOTION
 GJ0372
 GJ0372  HISTORY     - Date     Condition        Report By
 GJ0372  HISTORY     - 1934     MONUMENTED       CGS
 GJ0372
 GJ0372                          STATION DESCRIPTION
 GJ0372
 GJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0372'4.1 MI SE FROM LAVERNE.
 GJ0372'50 FEET EAST OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GJ0372'RAILROAD TRACK, 30 FEET NORTH OF CENTER-LINE OF SECTION LINE
 GJ0372'ROAD, 15 FEET EAST OF 11TH. POST SOUTHEAST OF MILEPOST 252.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0002 ***********************************************************************
 GK0002  DESIGNATION -  P 107
 GK0002  PID         -  GK0002
 GK0002  STATE/COUNTY-  OK/BEAVER
 GK0002  COUNTRY     -  US
 GK0002  USGS QUAD   -  MOCANE NW (2018)
 GK0002
 GK0002                         *CURRENT SURVEY CONTROL
 GK0002  ______________________________________________________________________
 GK0002* NAD 83(1986) POSITION- 36 56 11.     (N) 100 28 14.     (W)   SCALED
 GK0002* NAVD 88 ORTHO HEIGHT -   783.250 (meters)     2569.71  (feet) ADJUSTED
 GK0002  ______________________________________________________________________
 GK0002  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 GK0002  DYNAMIC HEIGHT  -        782.496 (meters)     2567.24  (feet) COMP
 GK0002  MODELED GRAVITY -    979,643.1   (mgal)                       NAVD 88
 GK0002
 GK0002  VERT ORDER      -  SECOND    CLASS 0
 GK0002
 GK0002.The horizontal coordinates were scaled from a map and have
 GK0002.an estimated accuracy of +/- 6 seconds.
 GK0002
 GK0002.The orthometric height was determined by differential leveling and
 GK0002.adjusted by the NATIONAL GEODETIC SURVEY
 GK0002.in June 1991.
 GK0002
 GK0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0002.GEOID18 height accuracy estimate available here.
 GK0002
 GK0002.Click photographs - Photos may exist for this station.
 GK0002
 GK0002.The dynamic height is computed by dividing the NAVD 88
 GK0002.geopotential number by the normal gravity value computed on the
 GK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0002.degrees latitude (g = 980.6199 gals.).
 GK0002
 GK0002.The modeled gravity was interpolated from observed gravity values.
 GK0002
 GK0002;                    North         East    Units  Estimated Accuracy
 GK0002;SPC OK N     -   217,660.      379,930.      MT  (+/- 180 meters Scaled)
 GK0002
 GK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF690888(NAD 83)
 GK0002
 GK0002                          SUPERSEDED SURVEY CONTROL
 GK0002
 GK0002  NGVD 29 (??/??/92)  782.920  (m)         2568.63   (f) ADJ UNCH    2 0
 GK0002
 GK0002.Superseded values are not recommended for survey control.
 GK0002
 GK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0002.See file dsdata.pdf to determine how the superseded data were derived.
 GK0002
 GK0002_MARKER: DB = BENCH MARK DISK
 GK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0002_STAMPING: P 107 1934
 GK0002_MARK LOGO: CGS
 GK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0002+STABILITY: SURFACE MOTION
 GK0002
 GK0002  HISTORY     - Date     Condition        Report By
 GK0002  HISTORY     - 1934     MONUMENTED       CGS
 GK0002
 GK0002                          STATION DESCRIPTION
 GK0002
 GK0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0002'4.4 MI E FROM FORGAN.
 GK0002'4.4 MILES EAST OF FORGAN M.K. AND T.RR. STATION 0.6 MILE NORTHEAST OF
 GK0002'MILE POLE 301.  45 FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND
 GK0002'TEXAS RAILWAY TRACK.  AT AN OLD ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0404 ***********************************************************************
 GJ0404  DESIGNATION -  P 108
 GJ0404  PID         -  GJ0404
 GJ0404  STATE/COUNTY-  OK/HARPER
 GJ0404  COUNTRY     -  US
 GJ0404  USGS QUAD   -  BUFFALO SE (2018)
 GJ0404
 GJ0404                         *CURRENT SURVEY CONTROL
 GJ0404  ______________________________________________________________________
 GJ0404* NAD 83(1986) POSITION- 36 50 19.     (N) 099 35 01.     (W)   SCALED
 GJ0404* NAVD 88 ORTHO HEIGHT -   542.934 (meters)     1781.28  (feet) ADJUSTED
 GJ0404  ______________________________________________________________________
 GJ0404  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 GJ0404  DYNAMIC HEIGHT  -        542.436 (meters)     1779.64  (feet) COMP
 GJ0404  MODELED GRAVITY -    979,696.2   (mgal)                       NAVD 88
 GJ0404
 GJ0404  VERT ORDER      -  SECOND    CLASS 0
 GJ0404
 GJ0404.The horizontal coordinates were scaled from a map and have
 GJ0404.an estimated accuracy of +/- 6 seconds.
 GJ0404
 GJ0404.The orthometric height was determined by differential leveling and
 GJ0404.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0404.in June 1991.
 GJ0404
 GJ0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0404.GEOID18 height accuracy estimate available here.
 GJ0404
 GJ0404.Click photographs - Photos may exist for this station.
 GJ0404
 GJ0404.The dynamic height is computed by dividing the NAVD 88
 GJ0404.geopotential number by the normal gravity value computed on the
 GJ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0404.degrees latitude (g = 980.6199 gals.).
 GJ0404
 GJ0404.The modeled gravity was interpolated from observed gravity values.
 GJ0404
 GJ0404;                    North         East    Units  Estimated Accuracy
 GJ0404;SPC OK N     -   205,160.      458,750.      MT  (+/- 180 meters Scaled)
 GJ0404
 GJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF479771(NAD 83)
 GJ0404
 GJ0404                          SUPERSEDED SURVEY CONTROL
 GJ0404
 GJ0404  NGVD 29 (??/??/92)  542.669  (m)         1780.41   (f) ADJ UNCH    2 0
 GJ0404
 GJ0404.Superseded values are not recommended for survey control.
 GJ0404
 GJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0404.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0404
 GJ0404_MARKER: DB = BENCH MARK DISK
 GJ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0404_STAMPING: P 108 1934
 GJ0404_MARK LOGO: CGS
 GJ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0404+STABILITY: SURFACE MOTION
 GJ0404
 GJ0404  HISTORY     - Date     Condition        Report By
 GJ0404  HISTORY     - 1934     MONUMENTED       CGS
 GJ0404  HISTORY     - 1970     MARK NOT FOUND   NGS
 GJ0404
 GJ0404                          STATION DESCRIPTION
 GJ0404
 GJ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0404'2.2 MI E FROM BUFFALO.
 GJ0404'0.15 MILE EAST OF MILEPOST 50, 50 FEET NORTH OF NEAREST RAIL OF
 GJ0404'ATCHISON TOPEKA AND SANTA FE TRACK, 35 FEET EAST OF CENTER LINE
 GJ0404'OF SECTION LINE ROAD, INSIDE OF FENCE, ON NORTH SIDE OF RAILROAD
 GJ0404'PROPERTY FENCE.
 GJ0404
 GJ0404                          STATION RECOVERY (1970)
 GJ0404
 GJ0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GJ0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0174 ***********************************************************************
 GJ0174  DESIGNATION -  P 109
 GJ0174  PID         -  GJ0174
 GJ0174  STATE/COUNTY-  OK/WOODS
 GJ0174  COUNTRY     -  US
 GJ0174  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0174
 GJ0174                         *CURRENT SURVEY CONTROL
 GJ0174  ______________________________________________________________________
 GJ0174* NAD 83(1986) POSITION- 36 36 46.     (N) 098 52 54.     (W)   SCALED
 GJ0174* NAVD 88 ORTHO HEIGHT -   455.888 (meters)     1495.69  (feet) ADJUSTED
 GJ0174  ______________________________________________________________________
 GJ0174  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 GJ0174  DYNAMIC HEIGHT  -        455.471 (meters)     1494.32  (feet) COMP
 GJ0174  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 GJ0174
 GJ0174  VERT ORDER      -  SECOND    CLASS 0
 GJ0174
 GJ0174.The horizontal coordinates were scaled from a map and have
 GJ0174.an estimated accuracy of +/- 6 seconds.
 GJ0174
 GJ0174.The orthometric height was determined by differential leveling and
 GJ0174.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0174.in June 1991.
 GJ0174
 GJ0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0174.GEOID18 height accuracy estimate available here.
 GJ0174
 GJ0174.Click photographs - Photos may exist for this station.
 GJ0174
 GJ0174.The dynamic height is computed by dividing the NAVD 88
 GJ0174.geopotential number by the normal gravity value computed on the
 GJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0174.degrees latitude (g = 980.6199 gals.).
 GJ0174
 GJ0174.The modeled gravity was interpolated from observed gravity values.
 GJ0174
 GJ0174;                    North         East    Units  Estimated Accuracy
 GJ0174;SPC OK N     -   179,300.      521,130.      MT  (+/- 180 meters Scaled)
 GJ0174
 GJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF105519(NAD 83)
 GJ0174
 GJ0174                          SUPERSEDED SURVEY CONTROL
 GJ0174
 GJ0174  NGVD 29 (??/??/92)  455.681  (m)         1495.01   (f) ADJ UNCH    2 0
 GJ0174
 GJ0174.Superseded values are not recommended for survey control.
 GJ0174
 GJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0174.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0174
 GJ0174_MARKER: DB = BENCH MARK DISK
 GJ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0174_STAMPING: P 109 1934
 GJ0174_MARK LOGO: CGS
 GJ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0174+STABILITY: SURFACE MOTION
 GJ0174
 GJ0174  HISTORY     - Date     Condition        Report By
 GJ0174  HISTORY     - 1934     MONUMENTED       CGS
 GJ0174
 GJ0174                          STATION DESCRIPTION
 GJ0174
 GJ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0174'2.1 MI NW FROM WAYNOKA.
 GJ0174'2.1 MILES NORTHWEST OF A.T. AND SF. RR. STATION AT WAYNOKA, 150
 GJ0174'FEET NORTHWEST OF MILEPOST 2, 45 FEET WEST OF CENTER LINE OF
 GJ0174'OKLAHOMA STATE HIGHWAY 14, 36 FEET NORTHEAST OF NEAREST RAIL OF
 GJ0174'ATCHISON TOPEKA AND SANTA FE RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0162 ***********************************************************************
 GJ0162  DESIGNATION -  P 110
 GJ0162  PID         -  GJ0162
 GJ0162  STATE/COUNTY-  OK/WOODS
 GJ0162  COUNTRY     -  US
 GJ0162  USGS QUAD   -  ALVA (2018)
 GJ0162
 GJ0162                         *CURRENT SURVEY CONTROL
 GJ0162  ______________________________________________________________________
 GJ0162* NAD 83(1986) POSITION- 36 48 44.     (N) 098 41 45.     (W)   SCALED
 GJ0162* NAVD 88 ORTHO HEIGHT -   425.242 (meters)     1395.15  (feet) ADJUSTED
 GJ0162  ______________________________________________________________________
 GJ0162  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 GJ0162  DYNAMIC HEIGHT  -        424.865 (meters)     1393.91  (feet) COMP
 GJ0162  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 GJ0162
 GJ0162  VERT ORDER      -  SECOND    CLASS 0
 GJ0162
 GJ0162.The horizontal coordinates were scaled from a map and have
 GJ0162.an estimated accuracy of +/- 6 seconds.
 GJ0162
 GJ0162.The orthometric height was determined by differential leveling and
 GJ0162.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0162.in June 1991.
 GJ0162
 GJ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0162.GEOID18 height accuracy estimate available here.
 GJ0162
 GJ0162.Click photographs - Photos may exist for this station.
 GJ0162
 GJ0162.The dynamic height is computed by dividing the NAVD 88
 GJ0162.geopotential number by the normal gravity value computed on the
 GJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0162.degrees latitude (g = 980.6199 gals.).
 GJ0162
 GJ0162.The modeled gravity was interpolated from observed gravity values.
 GJ0162
 GJ0162;                    North         East    Units  Estimated Accuracy
 GJ0162;SPC OK N     -   201,300.      537,910.      MT  (+/- 180 meters Scaled)
 GJ0162
 GJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF271740(NAD 83)
 GJ0162
 GJ0162                          SUPERSEDED SURVEY CONTROL
 GJ0162
 GJ0162  NGVD 29 (??/??/92)  425.050  (m)         1394.52   (f) ADJ UNCH    2 0
 GJ0162
 GJ0162.Superseded values are not recommended for survey control.
 GJ0162
 GJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0162.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0162
 GJ0162_MARKER: DB = BENCH MARK DISK
 GJ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0162_STAMPING: P 110 1934
 GJ0162_MARK LOGO: CGS
 GJ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0162+STABILITY: SURFACE MOTION
 GJ0162
 GJ0162  HISTORY     - Date     Condition        Report By
 GJ0162  HISTORY     - 1934     MONUMENTED       CGS
 GJ0162  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0162
 GJ0162                          STATION DESCRIPTION
 GJ0162
 GJ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0162'1.7 MI SW FROM ALVA.
 GJ0162'1.7 MILES SOUTHWEST OF ALVA A.T. AND SF. RR. STATION 70 FEET
 GJ0162'EAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0162'50 FEET NORTH OF CENTER LINE OF SECTION LINE ROAD, 40 FEET
 GJ0162'SOUTHWEST OF 20TH. POLE NORTHEAST OF MILEPOST 327.
 GJ0162
 GJ0162                          STATION RECOVERY (1968)
 GJ0162
 GJ0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0009 ***********************************************************************
 GJ0009  DESIGNATION -  P 111
 GJ0009  PID         -  GJ0009
 GJ0009  STATE/COUNTY-  OK/ALFALFA
 GJ0009  COUNTRY     -  US
 GJ0009  USGS QUAD   -  LAMBERT (2018)
 GJ0009
 GJ0009                         *CURRENT SURVEY CONTROL
 GJ0009  ______________________________________________________________________
 GJ0009* NAD 83(1986) POSITION- 36 38 16.     (N) 098 25 01.     (W)   SCALED
 GJ0009* NAVD 88 ORTHO HEIGHT -   402.361 (meters)     1320.08  (feet) ADJUSTED
 GJ0009  ______________________________________________________________________
 GJ0009  GEOID HEIGHT    -        -27.961 (meters)                     GEOID18
 GJ0009  DYNAMIC HEIGHT  -        402.008 (meters)     1318.92  (feet) COMP
 GJ0009  MODELED GRAVITY -    979,742.7   (mgal)                       NAVD 88
 GJ0009
 GJ0009  VERT ORDER      -  SECOND    CLASS 0
 GJ0009
 GJ0009.The horizontal coordinates were scaled from a map and have
 GJ0009.an estimated accuracy of +/- 6 seconds.
 GJ0009
 GJ0009.The orthometric height was determined by differential leveling and
 GJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0009.in June 1991.
 GJ0009
 GJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0009.GEOID18 height accuracy estimate available here.
 GJ0009
 GJ0009.Click photographs - Photos may exist for this station.
 GJ0009
 GJ0009.The dynamic height is computed by dividing the NAVD 88
 GJ0009.geopotential number by the normal gravity value computed on the
 GJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0009.degrees latitude (g = 980.6199 gals.).
 GJ0009
 GJ0009.The modeled gravity was interpolated from observed gravity values.
 GJ0009
 GJ0009;                    North         East    Units  Estimated Accuracy
 GJ0009;SPC OK N     -   181,800.      562,710.      MT  (+/- 180 meters Scaled)
 GJ0009
 GJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF521548(NAD 83)
 GJ0009
 GJ0009                          SUPERSEDED SURVEY CONTROL
 GJ0009
 GJ0009  NGVD 29 (??/??/92)  402.198  (m)         1319.54   (f) ADJ UNCH    2 0
 GJ0009
 GJ0009.Superseded values are not recommended for survey control.
 GJ0009
 GJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0009.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0009
 GJ0009_MARKER: DB = BENCH MARK DISK
 GJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0009_STAMPING: P 111 1935
 GJ0009_MARK LOGO: CGS
 GJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0009+STABILITY: SURFACE MOTION
 GJ0009
 GJ0009  HISTORY     - Date     Condition        Report By
 GJ0009  HISTORY     - 1935     MONUMENTED       CGS
 GJ0009  HISTORY     - 1966     MARK NOT FOUND   USGS
 GJ0009
 GJ0009                          STATION DESCRIPTION
 GJ0009
 GJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0009'3.4 MI SW FROM YEWED.
 GJ0009'3.4 MILES SOUTHWEST OF A.T. AND SF. RR. STATION AT YEWED, 0.45
 GJ0009'MILE NORTHEAST OF MILEPOST 310, 52 FEET NORTHWEST OF NEAREST
 GJ0009'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 30 FEET NORTH OF
 GJ0009'CENTERLINE OF SECTION LINE ROAD.
 GJ0009
 GJ0009                          STATION RECOVERY (1966)
 GJ0009
 GJ0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GJ0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0109 ***********************************************************************
 GJ0109  DESIGNATION -  P 112
 GJ0109  PID         -  GJ0109
 GJ0109  STATE/COUNTY-  OK/BLAINE
 GJ0109  COUNTRY     -  US
 GJ0109  USGS QUAD   -  CANTON (2018)
 GJ0109
 GJ0109                         *CURRENT SURVEY CONTROL
 GJ0109  ______________________________________________________________________
 GJ0109* NAD 83(1986) POSITION- 36 02 12.     (N) 098 37 09.     (W)   SCALED
 GJ0109* NAVD 88 ORTHO HEIGHT -   502.925 (meters)     1650.01  (feet) ADJUSTED
 GJ0109  ______________________________________________________________________
 GJ0109  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 GJ0109  DYNAMIC HEIGHT  -        502.447 (meters)     1648.44  (feet) COMP
 GJ0109  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 GJ0109
 GJ0109  VERT ORDER      -  SECOND    CLASS 0
 GJ0109
 GJ0109.The horizontal coordinates were scaled from a map and have
 GJ0109.an estimated accuracy of +/- 6 seconds.
 GJ0109
 GJ0109.The orthometric height was determined by differential leveling and
 GJ0109.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0109.in June 1991.
 GJ0109
 GJ0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0109.GEOID18 height accuracy estimate available here.
 GJ0109
 GJ0109.Click photographs - Photos may exist for this station.
 GJ0109
 GJ0109.The dynamic height is computed by dividing the NAVD 88
 GJ0109.geopotential number by the normal gravity value computed on the
 GJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0109.degrees latitude (g = 980.6199 gals.).
 GJ0109
 GJ0109.The modeled gravity was interpolated from observed gravity values.
 GJ0109
 GJ0109;                    North         East    Units  Estimated Accuracy
 GJ0109;SPC OK N     -   115,200.      544,200.      MT  (+/- 180 meters Scaled)
 GJ0109
 GJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE343880(NAD 83)
 GJ0109
 GJ0109                          SUPERSEDED SURVEY CONTROL
 GJ0109
 GJ0109  NGVD 29 (??/??/92)  502.719  (m)         1649.34   (f) ADJ UNCH    2 0
 GJ0109
 GJ0109.Superseded values are not recommended for survey control.
 GJ0109
 GJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0109.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0109
 GJ0109_MARKER: DB = BENCH MARK DISK
 GJ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0109_STAMPING: P 112 1935
 GJ0109_MARK LOGO: CGS
 GJ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0109+STABILITY: SURFACE MOTION
 GJ0109
 GJ0109  HISTORY     - Date     Condition        Report By
 GJ0109  HISTORY     - 1935     MONUMENTED       CGS
 GJ0109
 GJ0109                          STATION DESCRIPTION
 GJ0109
 GJ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0109'2.3 MI SW FROM CANTON.
 GJ0109'2.3 MILES SOUTHWEST OF SANTA FE WATER TANK AT CANTON 0.2 MILE
 GJ0109'WEST OF MILEPOST 356, 30 FEET NORTH OF NEAREST RAIL OF ATCHISON
 GJ0109'TOPEKA AND SANTA FE TRACK, 30 FEET WEST OF CENTERLINE OF SECTION
 GJ0109'LINE ROAD, 3 FEET EAST OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0058 ***********************************************************************
 FK0058  DESIGNATION -  P 113
 FK0058  PID         -  FK0058
 FK0058  STATE/COUNTY-  OK/BLAINE
 FK0058  COUNTRY     -  US
 FK0058  USGS QUAD   -  HITCHCOCK (2018)
 FK0058
 FK0058                         *CURRENT SURVEY CONTROL
 FK0058  ______________________________________________________________________
 FK0058* NAD 83(1986) POSITION- 35 58 13.     (N) 098 20 49.     (W)   SCALED
 FK0058* NAVD 88 ORTHO HEIGHT -   390.966 (meters)     1282.69  (feet) ADJUSTED
 FK0058  ______________________________________________________________________
 FK0058  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 FK0058  DYNAMIC HEIGHT  -        390.606 (meters)     1281.51  (feet) COMP
 FK0058  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 FK0058
 FK0058  VERT ORDER      -  SECOND    CLASS 0
 FK0058
 FK0058.The horizontal coordinates were scaled from a map and have
 FK0058.an estimated accuracy of +/- 6 seconds.
 FK0058
 FK0058.The orthometric height was determined by differential leveling and
 FK0058.adjusted by the NATIONAL GEODETIC SURVEY
 FK0058.in June 1991.
 FK0058
 FK0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0058.GEOID18 height accuracy estimate available here.
 FK0058
 FK0058.Click photographs - Photos may exist for this station.
 FK0058
 FK0058.The dynamic height is computed by dividing the NAVD 88
 FK0058.geopotential number by the normal gravity value computed on the
 FK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0058.degrees latitude (g = 980.6199 gals.).
 FK0058
 FK0058.The modeled gravity was interpolated from observed gravity values.
 FK0058
 FK0058;                    North         East    Units  Estimated Accuracy
 FK0058;SPC OK N     -   107,710.      568,710.      MT  (+/- 180 meters Scaled)
 FK0058
 FK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE588808(NAD 83)
 FK0058
 FK0058                          SUPERSEDED SURVEY CONTROL
 FK0058
 FK0058  NGVD 29 (??/??/92)  390.800  (m)         1282.15   (f) ADJ UNCH    2 0
 FK0058
 FK0058.Superseded values are not recommended for survey control.
 FK0058
 FK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0058.See file dsdata.pdf to determine how the superseded data were derived.
 FK0058
 FK0058_MARKER: DB = BENCH MARK DISK
 FK0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0058_STAMPING: P 113 1935
 FK0058_MARK LOGO: CGS
 FK0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0058+STABILITY: SURFACE MOTION
 FK0058
 FK0058  HISTORY     - Date     Condition        Report By
 FK0058  HISTORY     - 1935     MONUMENTED       CGS
 FK0058
 FK0058                          STATION DESCRIPTION
 FK0058
 FK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0058'AT HITCHCOCK.
 FK0058'0.2 MILE NORTH OF CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0058'STATION, 190 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 8, 30
 FK0058'FEET WEST OF NEAREST RAIL OF MAIN TRACK, 15 FEET SOUTHEAST OF
 FK0058'MILEPOST 50-20.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0136 ***********************************************************************
 GJ0136  DESIGNATION -  P 114
 GJ0136  PID         -  GJ0136
 GJ0136  STATE/COUNTY-  OK/DEWEY
 GJ0136  COUNTRY     -  US
 GJ0136  USGS QUAD   -  SEILING (2018)
 GJ0136
 GJ0136                         *CURRENT SURVEY CONTROL
 GJ0136  ______________________________________________________________________
 GJ0136* NAD 83(1986) POSITION- 36 08 40.     (N) 098 57 20.     (W)   SCALED
 GJ0136* NAVD 88 ORTHO HEIGHT -   553.229 (meters)     1815.05  (feet) ADJUSTED
 GJ0136  ______________________________________________________________________
 GJ0136  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 GJ0136  DYNAMIC HEIGHT  -        552.697 (meters)     1813.31  (feet) COMP
 GJ0136  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 GJ0136
 GJ0136  VERT ORDER      -  SECOND    CLASS 0
 GJ0136
 GJ0136.The horizontal coordinates were scaled from a map and have
 GJ0136.an estimated accuracy of +/- 6 seconds.
 GJ0136
 GJ0136.The orthometric height was determined by differential leveling and
 GJ0136.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0136.in June 1991.
 GJ0136
 GJ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0136.GEOID18 height accuracy estimate available here.
 GJ0136
 GJ0136.Click photographs - Photos may exist for this station.
 GJ0136
 GJ0136.The dynamic height is computed by dividing the NAVD 88
 GJ0136.geopotential number by the normal gravity value computed on the
 GJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0136.degrees latitude (g = 980.6199 gals.).
 GJ0136
 GJ0136.The modeled gravity was interpolated from observed gravity values.
 GJ0136
 GJ0136;                    North         East    Units  Estimated Accuracy
 GJ0136;SPC OK N     -   127,400.      514,010.      MT  (+/- 180 meters Scaled)
 GJ0136
 GJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE039999(NAD 83)
 GJ0136
 GJ0136                          SUPERSEDED SURVEY CONTROL
 GJ0136
 GJ0136  NGVD 29 (??/??/92)  553.005  (m)         1814.32   (f) ADJ UNCH    2 0
 GJ0136
 GJ0136.Superseded values are not recommended for survey control.
 GJ0136
 GJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0136.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0136
 GJ0136_MARKER: DB = BENCH MARK DISK
 GJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0136_STAMPING: P 114 1935
 GJ0136_MARK LOGO: CGS
 GJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0136+STABILITY: SURFACE MOTION
 GJ0136
 GJ0136  HISTORY     - Date     Condition        Report By
 GJ0136  HISTORY     - 1935     MONUMENTED       CGS
 GJ0136
 GJ0136                          STATION DESCRIPTION
 GJ0136
 GJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0136'1.8 MI S FROM SEILING.
 GJ0136'1.8 MILES SOUTH OF JCT. OF HWYS. U.S. 60 AND STATE 35 AT
 GJ0136'SEILING, 40 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY 60, 30
 GJ0136'FEET EAST OF CENTER LINE OF SECTION LINE ROAD, AT JUNCTION
 GJ0136'OF STATE HIGHWAY 14 AND U.S. HIGHWAY 60, IN NORTHEAST SECTION
 GJ0136'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0137 ***********************************************************************
 GJ0137  DESIGNATION -  P 114 RESET
 GJ0137  PID         -  GJ0137
 GJ0137  STATE/COUNTY-  OK/DEWEY
 GJ0137  COUNTRY     -  US
 GJ0137  USGS QUAD   -  SEILING (2018)
 GJ0137
 GJ0137                         *CURRENT SURVEY CONTROL
 GJ0137  ______________________________________________________________________
 GJ0137* NAD 83(1986) POSITION- 36 08 39.79   (N) 098 57 20.93   (W)   HD_HELD1
 GJ0137* NAVD 88 ORTHO HEIGHT -   553.42  (+/-2cm)     1815.7   (feet) VERTCON3
 GJ0137  ______________________________________________________________________
 GJ0137  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 GJ0137  VERT ORDER      -  THIRD (See Below)
 GJ0137
 GJ0137.The horizontal coordinates were determined by differentially corrected
 GJ0137.hand held GPS observations or other comparable positioning techniques
 GJ0137.and have an estimated accuracy of +/- 3 meters.
 GJ0137
 GJ0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0137
 GJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0137.GEOID18 height accuracy estimate available here.
 GJ0137
 GJ0137.The vertical order pertains to the NGVD 29 superseded value.
 GJ0137
 GJ0137.Click photographs - Photos may exist for this station.
 GJ0137
 GJ0137;                    North         East    Units  Estimated Accuracy
 GJ0137;SPC OK N     -   127,396.3     513,983.7     MT  (+/- 3 meters HH1 GPS) 
 GJ0137
 GJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0397599964(NAD 83)
 GJ0137
 GJ0137                          SUPERSEDED SURVEY CONTROL
 GJ0137
 GJ0137  NGVD 29 (??/??/??)  553.20   (m)         1815.0    (f) RESET       3  
 GJ0137
 GJ0137.Superseded values are not recommended for survey control.
 GJ0137
 GJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0137.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0137
 GJ0137_MARKER: DB = BENCH MARK DISK
 GJ0137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0137_SP_SET: CULVERT HEADWALL
 GJ0137_STAMPING: P 114 RESET 1940
 GJ0137_MARK LOGO: CGS
 GJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0137+STABILITY: SURFACE MOTION
 GJ0137
 GJ0137  HISTORY     - Date     Condition        Report By
 GJ0137  HISTORY     - 1940     MONUMENTED       CGS
 GJ0137
 GJ0137                          STATION DESCRIPTION
 GJ0137
 GJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GJ0137'1.8 MI W FROM SEILING.
 GJ0137'1.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE JUNCTION OF STATE
 GJ0137'HIGHWAY 35 AT SEILING, DEWEY COUNTY, AT THE JUNCTION OF STATE
 GJ0137'HIGHWAY 14, AT A CONCRETE SIDE-DRAIN CULVERT, AND IN THE TOP OF
 GJ0137'THE EAST HEADWALL.  A STANDARD DISK, STAMPED P 114 RESET 1940.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0364 ***********************************************************************
 GL0364  DESIGNATION -  P 12
 GL0364  PID         -  GL0364
 GL0364  STATE/COUNTY-  OK/CIMARRON
 GL0364  COUNTRY     -  US
 GL0364  USGS QUAD   -  KENTON NE (2018)
 GL0364
 GL0364                         *CURRENT SURVEY CONTROL
 GL0364  ______________________________________________________________________
 GL0364* NAD 83(1986) POSITION- 36 53 31.7    (N) 102 49 19.6    (W)   HD_HELD2
 GL0364* NAVD 88 ORTHO HEIGHT -  1280.510 (meters)     4201.14  (feet) ADJUSTED
 GL0364  ______________________________________________________________________
 GL0364  GEOID HEIGHT    -        -22.941 (meters)                     GEOID18
 GL0364  DYNAMIC HEIGHT  -       1279.104 (meters)     4196.53  (feet) COMP
 GL0364  MODELED GRAVITY -    979,489.6   (mgal)                       NAVD 88
 GL0364
 GL0364  VERT ORDER      -  SECOND    CLASS 0
 GL0364
 GL0364.The horizontal coordinates were established by autonomous hand held GPS
 GL0364.observations and have an estimated accuracy of +/- 10 meters.
 GL0364
 GL0364.The orthometric height was determined by differential leveling and
 GL0364.adjusted by the NATIONAL GEODETIC SURVEY
 GL0364.in June 1991.
 GL0364
 GL0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0364.GEOID18 height accuracy estimate available here.
 GL0364
 GL0364.Click photographs - Photos may exist for this station.
 GL0364
 GL0364.The dynamic height is computed by dividing the NAVD 88
 GL0364.geopotential number by the normal gravity value computed on the
 GL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0364.degrees latitude (g = 980.6199 gals.).
 GL0364
 GL0364.The modeled gravity was interpolated from observed gravity values.
 GL0364
 GL0364;                    North         East    Units  Estimated Accuracy
 GL0364;SPC OK N     -   220,620.      170,336.      MT  (+/- 10 meters HH2 GPS)
 GL0364
 GL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9406685121(NAD 83)
 GL0364
 GL0364                          SUPERSEDED SURVEY CONTROL
 GL0364
 GL0364.No superseded survey control is available for this station.
 GL0364
 GL0364_MARKER: DB = BENCH MARK DISK
 GL0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0364_SP_SET: FOUNDATION
 GL0364_STAMPING: P 12 1939
 GL0364_MARK LOGO: CGS
 GL0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0364
 GL0364  HISTORY     - Date     Condition        Report By
 GL0364  HISTORY     - 1939     MONUMENTED       CGS
 GL0364
 GL0364                          STATION DESCRIPTION
 GL0364
 GL0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0364'8.5 MI E FROM KENTON.
 GL0364'8.5 MILES EAST BY U.S. HIGHWAY NO. 64.  ALONG U.S. NO. 64 210 FEET
 GL0364'WEST OF CENTER-LINE OF HIGHWAY.  36 FEET EAST OF AN OIL SUMPF PIT.
 GL0364'JUST SOUTH OF AN OAK TREE IN A DRAW.  AT A POINT WHERE A RANCH ROAD TO
 GL0364'THE WEST LEAVES THE HIGHWAY.  SET IN NORTHEAST CORNER OF SOUTHEAST
 GL0364'CONCRETE FOUNDATION OF AN ABANDONED OIL DERRICK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0205 ***********************************************************************
 EM0205  DESIGNATION -  P 123
 EM0205  PID         -  EM0205
 EM0205  STATE/COUNTY-  OK/KIOWA
 EM0205  COUNTRY     -  US
 EM0205  USGS QUAD   -  LAKE ALTUS (2018)
 EM0205
 EM0205                         *CURRENT SURVEY CONTROL
 EM0205  ______________________________________________________________________
 EM0205* NAD 83(1986) POSITION- 34 55 43.52   (N) 099 15 47.24   (W)   HD_HELD1
 EM0205* NAVD 88 ORTHO HEIGHT -   467.848 (meters)     1534.93  (feet) ADJUSTED
 EM0205  ______________________________________________________________________
 EM0205  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 EM0205  DYNAMIC HEIGHT  -        467.398 (meters)     1533.45  (feet) COMP
 EM0205  MODELED GRAVITY -    979,656.2   (mgal)                       NAVD 88
 EM0205
 EM0205  VERT ORDER      -  SECOND    CLASS 0
 EM0205
 EM0205.The horizontal coordinates were determined by differentially corrected
 EM0205.hand held GPS observations or other comparable positioning techniques
 EM0205.and have an estimated accuracy of +/- 3 meters.
 EM0205
 EM0205.The orthometric height was determined by differential leveling and
 EM0205.adjusted by the NATIONAL GEODETIC SURVEY
 EM0205.in June 1991.
 EM0205
 EM0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0205.GEOID18 height accuracy estimate available here.
 EM0205
 EM0205.Click photographs - Photos may exist for this station.
 EM0205
 EM0205.The dynamic height is computed by dividing the NAVD 88
 EM0205.geopotential number by the normal gravity value computed on the
 EM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0205.degrees latitude (g = 980.6199 gals.).
 EM0205
 EM0205.The modeled gravity was interpolated from observed gravity values.
 EM0205
 EM0205;                    North         East    Units  Estimated Accuracy
 EM0205;SPC OK S     -   177,693.7     484,600.4     MT  (+/- 3 meters HH1 GPS) 
 EM0205
 EM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7596865173(NAD 83)
 EM0205
 EM0205                          SUPERSEDED SURVEY CONTROL
 EM0205
 EM0205  NGVD 29 (??/??/92)  467.689  (m)         1534.41   (f) ADJ UNCH    2 0
 EM0205
 EM0205.Superseded values are not recommended for survey control.
 EM0205
 EM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0205.See file dsdata.pdf to determine how the superseded data were derived.
 EM0205
 EM0205_MARKER: DB = BENCH MARK DISK
 EM0205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0205_SP_SET: CULVERT HEADWALL
 EM0205_STAMPING: P 123 1961
 EM0205_MARK LOGO: CGS
 EM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0205+STABILITY: SURFACE MOTION
 EM0205
 EM0205  HISTORY     - Date     Condition        Report By
 EM0205  HISTORY     - 1961     MONUMENTED       CGS
 EM0205
 EM0205                          STATION DESCRIPTION
 EM0205
 EM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0205'4.4 MI S FROM LONE WOLF.
 EM0205'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE IN LONE WOLF,
 EM0205'THENCE 4.4 MILES SOUTH ALONG STATE HIGHWAY 44, 20 FEET WEST OF THE
 EM0205'CENTER OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 1.5
 EM0205'FEET SOUTHEAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN THE WEST
 EM0205'HEADWALL OF A CONCRETE CULVERT, 0.8 FOOT SOUTH OF THE NORTH END.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0460 ***********************************************************************
 EM0460  DESIGNATION -  P 124
 EM0460  PID         -  EM0460
 EM0460  STATE/COUNTY-  OK/HARMON
 EM0460  COUNTRY     -  US
 EM0460  USGS QUAD   -  GOULD (2018)
 EM0460
 EM0460                         *CURRENT SURVEY CONTROL
 EM0460  ______________________________________________________________________
 EM0460* NAD 83(1986) POSITION- 34 40 52.74   (N) 099 48 23.56   (W)   HD_HELD1
 EM0460* NAVD 88 ORTHO HEIGHT -   490.738 (meters)     1610.03  (feet) POSTED
 EM0460  ______________________________________________________________________
 EM0460  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 EM0460  DYNAMIC HEIGHT  -        490.20  (meters)     1608.3   (feet) COMP
 EM0460  MODELED GRAVITY -    979,519.4   (mgal)                       NAVD 88
 EM0460
 EM0460  VERT ORDER      -  * POSTED, SEE BELOW
 EM0460
 EM0460.The horizontal coordinates were determined by differentially corrected
 EM0460.hand held GPS observations or other comparable positioning techniques
 EM0460.and have an estimated accuracy of +/- 3 meters.
 EM0460
 EM0460.The orthometric height was determined by differential leveling
 EM0460.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0460
 EM0460.* This is a POSTED BENCH MARK height.
 EM0460
 EM0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0460.GEOID18 height accuracy estimate available here.
 EM0460
 EM0460.Click photographs - Photos may exist for this station.
 EM0460
 EM0460.The dynamic height is computed by dividing the NAVD 88
 EM0460.geopotential number by the normal gravity value computed on the
 EM0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0460.degrees latitude (g = 980.6199 gals.).
 EM0460
 EM0460.The modeled gravity was interpolated from observed gravity values.
 EM0460
 EM0460;                    North         East    Units  Estimated Accuracy
 EM0460;SPC OK S     -   151,004.4     434,466.2     MT  (+/- 3 meters HH1 GPS) 
 EM0460
 EM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2611637999(NAD 83)
 EM0460
 EM0460                          SUPERSEDED SURVEY CONTROL
 EM0460
 EM0460  NGVD 29 (??/??/92)  490.498  (m)         1609.24   (f) ADJ UNCH    2 0
 EM0460
 EM0460.Superseded values are not recommended for survey control.
 EM0460
 EM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0460.See file dsdata.pdf to determine how the superseded data were derived.
 EM0460
 EM0460_MARKER: DB = BENCH MARK DISK
 EM0460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0460_SP_SET: CULVERT HEADWALL
 EM0460_STAMPING: P 124 1961
 EM0460_MARK LOGO: CGS
 EM0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0460+STABILITY: SURFACE MOTION
 EM0460
 EM0460  HISTORY     - Date     Condition        Report By
 EM0460  HISTORY     - 1961     MONUMENTED       CGS
 EM0460  HISTORY     - 1978     GOOD             DOD
 EM0460
 EM0460                          STATION DESCRIPTION
 EM0460
 EM0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0460'2.2 MI W FROM GOULD.
 EM0460'2.2 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN GOULD, 43
 EM0460'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 15 FEET WEST OF THE CENTER OF
 EM0460'A DIRT ROAD, CEMENTED IN A DRILL HOLE ON THE NORTH END OF THE WEST
 EM0460'HEADWALL OF A CONCRETE CULVERT, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 EM0460
 EM0460                          STATION RECOVERY (1978)
 EM0460
 EM0460'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EM0460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0266 ***********************************************************************
 GH0266  DESIGNATION -  P 130
 GH0266  PID         -  GH0266
 GH0266  STATE/COUNTY-  OK/NOBLE
 GH0266  COUNTRY     -  US
 GH0266  USGS QUAD   -  MARLAND (2018)
 GH0266
 GH0266                         *CURRENT SURVEY CONTROL
 GH0266  ______________________________________________________________________
 GH0266* NAD 83(1986) POSITION- 36 34 47.     (N) 097 08 16.     (W)   SCALED
 GH0266* NAVD 88 ORTHO HEIGHT -   286.874 (meters)      941.19  (feet) ADJUSTED
 GH0266  ______________________________________________________________________
 GH0266  GEOID HEIGHT    -        -28.765 (meters)                     GEOID18
 GH0266  DYNAMIC HEIGHT  -        286.625 (meters)      940.37  (feet) COMP
 GH0266  MODELED GRAVITY -    979,757.8   (mgal)                       NAVD 88
 GH0266
 GH0266  VERT ORDER      -  SECOND    CLASS 0
 GH0266
 GH0266.The horizontal coordinates were scaled from a map and have
 GH0266.an estimated accuracy of +/- 6 seconds.
 GH0266
 GH0266.The orthometric height was determined by differential leveling and
 GH0266.adjusted by the NATIONAL GEODETIC SURVEY
 GH0266.in June 1991.
 GH0266
 GH0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0266.GEOID18 height accuracy estimate available here.
 GH0266
 GH0266.Click photographs - Photos may exist for this station.
 GH0266
 GH0266.The dynamic height is computed by dividing the NAVD 88
 GH0266.geopotential number by the normal gravity value computed on the
 GH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0266.degrees latitude (g = 980.6199 gals.).
 GH0266
 GH0266.The modeled gravity was interpolated from observed gravity values.
 GH0266
 GH0266;                    North         East    Units  Estimated Accuracy
 GH0266;SPC OK N     -   175,620.      677,170.      MT  (+/- 180 meters Scaled)
 GH0266
 GH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF666498(NAD 83)
 GH0266
 GH0266                          SUPERSEDED SURVEY CONTROL
 GH0266
 GH0266  NGVD 29 (??/??/92)  286.747  (m)          940.77   (f) ADJ UNCH    2 0
 GH0266
 GH0266.Superseded values are not recommended for survey control.
 GH0266
 GH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0266.See file dsdata.pdf to determine how the superseded data were derived.
 GH0266
 GH0266_MARKER: DB = BENCH MARK DISK
 GH0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0266_STAMPING: P 130 1934
 GH0266_MARK LOGO: CGS
 GH0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0266+STABILITY: SURFACE MOTION
 GH0266
 GH0266  HISTORY     - Date     Condition        Report By
 GH0266  HISTORY     - 1934     MONUMENTED       CGS
 GH0266  HISTORY     - 1967     MARK NOT FOUND   USGS
 GH0266
 GH0266                          STATION DESCRIPTION
 GH0266
 GH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0266'1.6 MI NE FROM MARLAND.
 GH0266'ABOUT 1.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0266'FE RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY, ABOUT 1,800
 GH0266'FEET NORTH OF MILEPOST 299, AT A DIRT-ROAD CROSSING, 45.6 FEET
 GH0266'WEST OF THE CENTER LINE OF THE TRACK, 24 FEET NORTH OF THE CENTER
 GH0266'LINE OF THE ROAD, AND 6.9 FEET NORTHEAST OF A POLE.  A STANDARD
 GH0266'DISK, STAMPED P 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0266
 GH0266                          STATION RECOVERY (1967)
 GH0266
 GH0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GH0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0236 ***********************************************************************
 GH0236  DESIGNATION -  P 131
 GH0236  PID         -  GH0236
 GH0236  STATE/COUNTY-  OK/KAY
 GH0236  COUNTRY     -  US
 GH0236  USGS QUAD   -  PONCA CITY NW (2018)
 GH0236
 GH0236                         *CURRENT SURVEY CONTROL
 GH0236  ______________________________________________________________________
 GH0236* NAD 83(1986) POSITION- 36 43 05.     (N) 097 12 40.     (W)   SCALED
 GH0236* NAVD 88 ORTHO HEIGHT -   297.198 (meters)      975.06  (feet) ADJUSTED
 GH0236  ______________________________________________________________________
 GH0236  GEOID HEIGHT    -        -28.813 (meters)                     GEOID18
 GH0236  DYNAMIC HEIGHT  -        296.943 (meters)      974.22  (feet) COMP
 GH0236  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 GH0236
 GH0236  VERT ORDER      -  SECOND    CLASS 0
 GH0236
 GH0236.The horizontal coordinates were scaled from a map and have
 GH0236.an estimated accuracy of +/- 6 seconds.
 GH0236
 GH0236.The orthometric height was determined by differential leveling and
 GH0236.adjusted by the NATIONAL GEODETIC SURVEY
 GH0236.in June 1991.
 GH0236
 GH0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0236.GEOID18 height accuracy estimate available here.
 GH0236
 GH0236.Click photographs - Photos may exist for this station.
 GH0236
 GH0236.The dynamic height is computed by dividing the NAVD 88
 GH0236.geopotential number by the normal gravity value computed on the
 GH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0236.degrees latitude (g = 980.6199 gals.).
 GH0236
 GH0236.The modeled gravity was interpolated from observed gravity values.
 GH0236
 GH0236;                    North         East    Units  Estimated Accuracy
 GH0236;SPC OK N     -   190,920.      670,480.      MT  (+/- 180 meters Scaled)
 GH0236
 GH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF597650(NAD 83)
 GH0236
 GH0236                          SUPERSEDED SURVEY CONTROL
 GH0236
 GH0236  NGVD 29 (??/??/92)  297.075  (m)          974.65   (f) ADJ UNCH    2 0
 GH0236
 GH0236.Superseded values are not recommended for survey control.
 GH0236
 GH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0236.See file dsdata.pdf to determine how the superseded data were derived.
 GH0236
 GH0236_MARKER: DB = BENCH MARK DISK
 GH0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0236_SP_SET: BRIDGE ABUTMENT
 GH0236_STAMPING: P 131 1934
 GH0236_MARK LOGO: CGS
 GH0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0236
 GH0236  HISTORY     - Date     Condition        Report By
 GH0236  HISTORY     - 1934     MONUMENTED       CGS
 GH0236  HISTORY     - 1934     GOOD
 GH0236
 GH0236                          STATION DESCRIPTION
 GH0236
 GH0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0236'8.2 MI SE FROM BLACKWELL.
 GH0236'ABOUT 8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0236'FE RAILWAY FROM THE STATION AT BLACKWELL, KAY COUNTY, ABOUT 525
 GH0236'FEET WEST OF MILEPOST 135, ABOUT 330 FEET WEST OF A DIRT-ROAD
 GH0236'CROSSING, AT STEEL BRIDGE 134 E, IN THE TOP OF THE EAST CONCRETE
 GH0236'ABUTMENT, AND 10.7 FEET SOUTH OF THE CENTER LINE OF THE TRACK.
 GH0236'A STANDARD DISK, STAMPED P 131 1934.
 GH0236
 GH0236                          STATION RECOVERY (1934)
 GH0236
 GH0236'RECOVERED 1934
 GH0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0107 ***********************************************************************
 GH0107  DESIGNATION -  P 133
 GH0107  PID         -  GH0107
 GH0107  STATE/COUNTY-  OK/OSAGE
 GH0107  COUNTRY     -  US
 GH0107  USGS QUAD   -  AVANT (2018)
 GH0107
 GH0107                         *CURRENT SURVEY CONTROL
 GH0107  ______________________________________________________________________
 GH0107* NAD 83(1986) POSITION- 36 29 50.     (N) 096 07 16.     (W)   SCALED
 GH0107* NAVD 88 ORTHO HEIGHT -   217.739 (meters)      714.37  (feet) ADJUSTED
 GH0107  ______________________________________________________________________
 GH0107  GEOID HEIGHT    -        -28.563 (meters)                     GEOID18
 GH0107  DYNAMIC HEIGHT  -        217.557 (meters)      713.77  (feet) COMP
 GH0107  MODELED GRAVITY -    979,793.6   (mgal)                       NAVD 88
 GH0107
 GH0107  VERT ORDER      -  SECOND    CLASS 0
 GH0107
 GH0107.The horizontal coordinates were scaled from a map and have
 GH0107.an estimated accuracy of +/- 6 seconds.
 GH0107
 GH0107.The orthometric height was determined by differential leveling and
 GH0107.adjusted by the NATIONAL GEODETIC SURVEY
 GH0107.in June 1991.
 GH0107
 GH0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0107.GEOID18 height accuracy estimate available here.
 GH0107
 GH0107.Click photographs - Photos may exist for this station.
 GH0107
 GH0107.The dynamic height is computed by dividing the NAVD 88
 GH0107.geopotential number by the normal gravity value computed on the
 GH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0107.degrees latitude (g = 980.6199 gals.).
 GH0107
 GH0107.The modeled gravity was interpolated from observed gravity values.
 GH0107
 GH0107;                    North         East    Units  Estimated Accuracy
 GH0107;SPC OK N     -   167,750.      768,320.      MT  (+/- 180 meters Scaled)
 GH0107
 GH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF578429(NAD 83)
 GH0107
 GH0107                          SUPERSEDED SURVEY CONTROL
 GH0107
 GH0107  NGVD 29 (??/??/92)  217.626  (m)          713.99   (f) ADJ UNCH    2 0
 GH0107
 GH0107.Superseded values are not recommended for survey control.
 GH0107
 GH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0107.See file dsdata.pdf to determine how the superseded data were derived.
 GH0107
 GH0107_MARKER: DB = BENCH MARK DISK
 GH0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0107_STAMPING: P 133 1934
 GH0107_MARK LOGO: CGS
 GH0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0107+STABILITY: SURFACE MOTION
 GH0107
 GH0107  HISTORY     - Date     Condition        Report By
 GH0107  HISTORY     - 1934     MONUMENTED       CGS
 GH0107  HISTORY     - 1963     POOR             USGS
 GH0107
 GH0107                          STATION DESCRIPTION
 GH0107
 GH0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0107'4.3 MI NW FROM AVANT.
 GH0107'4.3 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0107'THE STATION AT AVANT, OSAGE COUNTY, 660 FEET NORTHWEST OF
 GH0107'MILEPOST 181, AT A DIRT-ROAD CROSSING, 45 FEET SOUTHEAST OF THE
 GH0107'CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF THE CENTER LINE
 GH0107'OF THE TRACK, AND 5.5 FEET SOUTHWEST OF TELEPHONE POLE HE 63.
 GH0107'A STANDARD DISK, STAMPED P 133 1934 AND SET IN THE TOP OF A
 GH0107'CONCRETE POST.  NOTE-- STATION IS SLIGHTLY LOOSE IN THE GROUND.
 GH0107
 GH0107                          STATION RECOVERY (1963)
 GH0107
 GH0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GH0107'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0046 ***********************************************************************
 GH0046  DESIGNATION -  P 134
 GH0046  PID         -  GH0046
 GH0046  STATE/COUNTY-  OK/OSAGE
 GH0046  COUNTRY     -  US
 GH0046  USGS QUAD   -  WOOLAROC (2018)
 GH0046
 GH0046                         *CURRENT SURVEY CONTROL
 GH0046  ______________________________________________________________________
 GH0046* NAD 83(1986) POSITION- 36 43 59.     (N) 096 03 54.     (W)   SCALED
 GH0046* NAVD 88 ORTHO HEIGHT -   223.729 (meters)      734.02  (feet) ADJUSTED
 GH0046  ______________________________________________________________________
 GH0046  GEOID HEIGHT    -        -28.948 (meters)                     GEOID18
 GH0046  DYNAMIC HEIGHT  -        223.546 (meters)      733.42  (feet) COMP
 GH0046  MODELED GRAVITY -    979,805.9   (mgal)                       NAVD 88
 GH0046
 GH0046  VERT ORDER      -  SECOND    CLASS 0
 GH0046
 GH0046.The horizontal coordinates were scaled from a map and have
 GH0046.an estimated accuracy of +/- 6 seconds.
 GH0046
 GH0046.The orthometric height was determined by differential leveling and
 GH0046.adjusted by the NATIONAL GEODETIC SURVEY
 GH0046.in June 1991.
 GH0046
 GH0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0046.GEOID18 height accuracy estimate available here.
 GH0046
 GH0046.Click photographs - Photos may exist for this station.
 GH0046
 GH0046.The dynamic height is computed by dividing the NAVD 88
 GH0046.geopotential number by the normal gravity value computed on the
 GH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0046.degrees latitude (g = 980.6199 gals.).
 GH0046
 GH0046.The modeled gravity was interpolated from observed gravity values.
 GH0046
 GH0046;                    North         East    Units  Estimated Accuracy
 GH0046;SPC OK N     -   194,020.      772,830.      MT  (+/- 180 meters Scaled)
 GH0046
 GH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF620692(NAD 83)
 GH0046
 GH0046                          SUPERSEDED SURVEY CONTROL
 GH0046
 GH0046  NGVD 29 (??/??/92)  223.610  (m)          733.63   (f) ADJ UNCH    2 0
 GH0046
 GH0046.Superseded values are not recommended for survey control.
 GH0046
 GH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0046.See file dsdata.pdf to determine how the superseded data were derived.
 GH0046
 GH0046_MARKER: DB = BENCH MARK DISK
 GH0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0046_SP_SET: CULVERT HEADWALL
 GH0046_STAMPING: P 134 1934
 GH0046_MARK LOGO: CGS
 GH0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0046+STABILITY: SURFACE MOTION
 GH0046
 GH0046  HISTORY     - Date     Condition        Report By
 GH0046  HISTORY     - 1934     MONUMENTED       CGS
 GH0046  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GH0046
 GH0046                          STATION DESCRIPTION
 GH0046
 GH0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0046'4.3 MI NE FROM OKESA.
 GH0046'IN OSAGE COUNTY, 4.3 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 GH0046'RAILROAD FROM THE STATION AT OKESA, OSAGE COUNTY, 0.8 MILE
 GH0046'NORTHEAST OF THE SPUR AT FITE, OSAGE COUNTY, 5.7 MILES SOUTHWEST
 GH0046'OF THE STATION AT BARTLESVILLE, WASHINGTON COUNTY, 0.5 MILE
 GH0046'SOUTHWEST OF MILEPOST 203, 90 FEET SOUTHEAST OF THE FIFTEENTH
 GH0046'POLE SOUTHWEST OF MILEPOST 203, AT THE EAST END OF A 1000-FOOT
 GH0046'SANDSTONE CUT, 60 FEET NORTHWEST OF POLE E 42, AT A CONCRETE
 GH0046'CULVERT, IN THE TOP OF THE HEADWALL, AND 10 FEET SOUTH OF THE
 GH0046'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED P 134 1934.
 GH0046
 GH0046                          STATION RECOVERY (1989)
 GH0046
 GH0046'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GH0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0507 ***********************************************************************
 GG0507  DESIGNATION -  P 135
 GG0507  PID         -  GG0507
 GG0507  STATE/COUNTY-  OK/NOWATA
 GG0507  COUNTRY     -  US
 GG0507  USGS QUAD   -  NOWATA WEST (2019)
 GG0507
 GG0507                         *CURRENT SURVEY CONTROL
 GG0507  ______________________________________________________________________
 GG0507* NAD 83(1986) POSITION- 36 42 01.6    (N) 095 38 17.7    (W)   HD_HELD2
 GG0507* NAVD 88 ORTHO HEIGHT -   217.209 (meters)      712.63  (feet) ADJUSTED
 GG0507  ______________________________________________________________________
 GG0507  GEOID HEIGHT    -        -29.364 (meters)                     GEOID18
 GG0507  DYNAMIC HEIGHT  -        217.029 (meters)      712.04  (feet) COMP
 GG0507  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GG0507
 GG0507  VERT ORDER      -  SECOND    CLASS 0
 GG0507
 GG0507.The horizontal coordinates were established by autonomous hand held GPS
 GG0507.observations and have an estimated accuracy of +/- 10 meters.
 GG0507
 GG0507.The orthometric height was determined by differential leveling and
 GG0507.adjusted by the NATIONAL GEODETIC SURVEY
 GG0507.in June 1991.
 GG0507
 GG0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0507.GEOID18 height accuracy estimate available here.
 GG0507
 GG0507.Click photographs - Photos may exist for this station.
 GG0507
 GG0507.The dynamic height is computed by dividing the NAVD 88
 GG0507.geopotential number by the normal gravity value computed on the
 GG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0507.degrees latitude (g = 980.6199 gals.).
 GG0507
 GG0507.The modeled gravity was interpolated from observed gravity values.
 GG0507
 GG0507;                    North         East    Units  Estimated Accuracy
 GG0507;SPC OK N     -   191,241.      811,022.      MT  (+/- 10 meters HH2 GPS)
 GG0507
 GG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6431764886(NAD 83)
 GG0507
 GG0507                          SUPERSEDED SURVEY CONTROL
 GG0507
 GG0507  NGVD 29 (??/??/92)  217.081  (m)          712.21   (f) ADJ UNCH    2 0
 GG0507
 GG0507.Superseded values are not recommended for survey control.
 GG0507
 GG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0507.See file dsdata.pdf to determine how the superseded data were derived.
 GG0507
 GG0507_MARKER: DB = BENCH MARK DISK
 GG0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0507_SP_SET: BUILDING
 GG0507_STAMPING: P 135 1934
 GG0507_MARK LOGO: CGS
 GG0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0507+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2023
 GG0507
 GG0507  HISTORY     - Date     Condition        Report By
 GG0507  HISTORY     - 1934     MONUMENTED       CGS
 GG0507  HISTORY     - 1969     GOOD             CGS
 GG0507  HISTORY     - 1988     GOOD             USPSQD
 GG0507  HISTORY     - 20230605 GOOD             OKDOT
 GG0507
 GG0507                          STATION DESCRIPTION
 GG0507
 GG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0507'AT NOWATA.
 GG0507'AT NOWATA, NOWATA COUNTY, 50.6 FEET NORTH OF THE CENTERLINE
 GG0507'OF CHEROKEE STREET, 43 FEET WEST OF THE CENTERLINE OF MAPLE
 GG0507'STREET, AT THE FIRST NATIONAL BANK BUILDING, IN THE FACE OF THE
 GG0507'EAST STONE WALL, 15.3 FEET SOUTH OF THE CENTERLINE OF THE
 GG0507'FRONT ENTRANCE, 1.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 GG0507'BUILDING, AND 4.2 FEET HIGHER THAN THE CONCRETE SIDEWALK.  A
 GG0507'STANDARD DISK, STAMPED P 135 1934.
 GG0507
 GG0507                          STATION RECOVERY (1969)
 GG0507
 GG0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GG0507'RECOVERED IN GOOD CONDITION.
 GG0507
 GG0507                          STATION RECOVERY (1988)
 GG0507
 GG0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0507'RECOVERED IN GOOD CONDITION.
 GG0507
 GG0507                          STATION RECOVERY (2023)
 GG0507
 GG0507'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 GG0507'THE MARK IS VERTICAL ON A BANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0090 ***********************************************************************
 GH0090  DESIGNATION -  P 136
 GH0090  PID         -  GH0090
 GH0090  STATE/COUNTY-  OK/OSAGE
 GH0090  COUNTRY     -  US
 GH0090  USGS QUAD   -  CLEVELAND (2018)
 GH0090
 GH0090                         *CURRENT SURVEY CONTROL
 GH0090  ______________________________________________________________________
 GH0090* NAD 83(1986) POSITION- 36 20 53.     (N) 096 23 17.     (W)   SCALED
 GH0090* NAVD 88 ORTHO HEIGHT -   273.893 (meters)      898.60  (feet) ADJUSTED
 GH0090  ______________________________________________________________________
 GH0090  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 GH0090  DYNAMIC HEIGHT  -        273.659 (meters)      897.83  (feet) COMP
 GH0090  MODELED GRAVITY -    979,771.0   (mgal)                       NAVD 88
 GH0090
 GH0090  VERT ORDER      -  SECOND    CLASS 0
 GH0090
 GH0090.The horizontal coordinates were scaled from a map and have
 GH0090.an estimated accuracy of +/- 6 seconds.
 GH0090
 GH0090.The orthometric height was determined by differential leveling and
 GH0090.adjusted by the NATIONAL GEODETIC SURVEY
 GH0090.in June 1991.
 GH0090
 GH0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0090.GEOID18 height accuracy estimate available here.
 GH0090
 GH0090.Click photographs - Photos may exist for this station.
 GH0090
 GH0090.The dynamic height is computed by dividing the NAVD 88
 GH0090.geopotential number by the normal gravity value computed on the
 GH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0090.degrees latitude (g = 980.6199 gals.).
 GH0090
 GH0090.The modeled gravity was interpolated from observed gravity values.
 GH0090
 GH0090;                    North         East    Units  Estimated Accuracy
 GH0090;SPC OK N     -   150,770.      744,680.      MT  (+/- 180 meters Scaled)
 GH0090
 GH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF343257(NAD 83)
 GH0090
 GH0090                          SUPERSEDED SURVEY CONTROL
 GH0090
 GH0090  NGVD 29 (??/??/92)  273.782  (m)          898.23   (f) ADJ UNCH    2 0
 GH0090
 GH0090.Superseded values are not recommended for survey control.
 GH0090
 GH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0090.See file dsdata.pdf to determine how the superseded data were derived.
 GH0090
 GH0090_MARKER: DB = BENCH MARK DISK
 GH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0090_STAMPING: P 136 1934
 GH0090_MARK LOGO: CGS
 GH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0090+STABILITY: SURFACE MOTION
 GH0090
 GH0090  HISTORY     - Date     Condition        Report By
 GH0090  HISTORY     - 1934     MONUMENTED       CGS
 GH0090
 GH0090                          STATION DESCRIPTION
 GH0090
 GH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0090'4.5 MI N FROM OSAGE.
 GH0090'4.5 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0090'THE STATION AT OSAGE, OSAGE COUNTY, 500 FEET SOUTH OF THE
 GH0090'SIGNBOARD AT THE SIDING AT MAHAN, 1300 FEET NORTH OF MILEPOST
 GH0090'241, 400 FEET NORTH OF SEMAPHORE 240.9, 48 FEET EAST OF THE
 GH0090'CENTERLINE OF THE TRACK, AND 16.4 FEET SOUTHEAST OF THE SOUTHWEST
 GH0090'CORNER OF THE MAHAN STOCK CORRAL.  A STANDARD DISK, STAMPED
 GH0090'P 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0438 ***********************************************************************
 GG0438  DESIGNATION -  P 137
 GG0438  PID         -  GG0438
 GG0438  STATE/COUNTY-  OK/TULSA
 GG0438  COUNTRY     -  US
 GG0438  USGS QUAD   -  BROKEN ARROW (2019)
 GG0438
 GG0438                         *CURRENT SURVEY CONTROL
 GG0438  ______________________________________________________________________
 GG0438* NAD 83(1986) POSITION- 36 05 38.     (N) 095 51 55.     (W)   SCALED
 GG0438* NAVD 88 ORTHO HEIGHT -   204.160 (meters)      669.81  (feet) ADJUSTED
 GG0438  ______________________________________________________________________
 GG0438  GEOID HEIGHT    -        -29.052 (meters)                     GEOID18
 GG0438  DYNAMIC HEIGHT  -        203.980 (meters)      669.22  (feet) COMP
 GG0438  MODELED GRAVITY -    979,747.0   (mgal)                       NAVD 88
 GG0438
 GG0438  VERT ORDER      -  SECOND    CLASS 0
 GG0438
 GG0438.The horizontal coordinates were scaled from a map and have
 GG0438.an estimated accuracy of +/- 6 seconds.
 GG0438
 GG0438.The orthometric height was determined by differential leveling and
 GG0438.adjusted by the NATIONAL GEODETIC SURVEY
 GG0438.in June 1991.
 GG0438
 GG0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0438.GEOID18 height accuracy estimate available here.
 GG0438
 GG0438.Click photographs - Photos may exist for this station.
 GG0438
 GG0438.The dynamic height is computed by dividing the NAVD 88
 GG0438.geopotential number by the normal gravity value computed on the
 GG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0438.degrees latitude (g = 980.6199 gals.).
 GG0438
 GG0438.The modeled gravity was interpolated from observed gravity values.
 GG0438
 GG0438;                    North         East    Units  Estimated Accuracy
 GG0438;SPC OK N     -   123,480.      792,220.      MT  (+/- 180 meters Scaled)
 GG0438
 GG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV420981(NAD 83)
 GG0438
 GG0438                          SUPERSEDED SURVEY CONTROL
 GG0438
 GG0438  NGVD 29 (??/??/92)  204.041  (m)          669.42   (f) ADJ UNCH    2 0
 GG0438
 GG0438.Superseded values are not recommended for survey control.
 GG0438
 GG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0438.See file dsdata.pdf to determine how the superseded data were derived.
 GG0438
 GG0438_MARKER: DB = BENCH MARK DISK
 GG0438_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0438_STAMPING: P 137 1934
 GG0438_MARK LOGO: CGS
 GG0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0438
 GG0438  HISTORY     - Date     Condition        Report By
 GG0438  HISTORY     - 1934     MONUMENTED       CGS
 GG0438  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0438
 GG0438                          STATION DESCRIPTION
 GG0438
 GG0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0438'IN ALSUMA.
 GG0438'36 FEET SOUTHWEST OF CENTERLINE OF M.K.T. RY., 27 FEET EAST
 GG0438'OF TELEPHONE POLE 303, 6.7 FEET SOUTHEAST OF SOUTH CORNER OF
 GG0438'MISSOURI, KANSAS, TEXAS R.R. STATION, 2.8 FEET SOUTHEAST
 GG0438'OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 GG0438
 GG0438                          STATION RECOVERY (1994)
 GG0438
 GG0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0025 ***********************************************************************
 FJ0025  DESIGNATION -  P 138
 FJ0025  PID         -  FJ0025
 FJ0025  STATE/COUNTY-  OK/CREEK
 FJ0025  COUNTRY     -  US
 FJ0025  USGS QUAD   -  BRISTOW (2018)
 FJ0025
 FJ0025                         *CURRENT SURVEY CONTROL
 FJ0025  ______________________________________________________________________
 FJ0025* NAD 83(1986) POSITION- 35 49 58.9    (N) 096 23 23.6    (W)   HD_HELD2
 FJ0025* NAVD 88 ORTHO HEIGHT -   249.498 (meters)      818.56  (feet) ADJUSTED
 FJ0025  ______________________________________________________________________
 FJ0025  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 FJ0025  DYNAMIC HEIGHT  -        249.273 (meters)      817.82  (feet) COMP
 FJ0025  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 FJ0025
 FJ0025  VERT ORDER      -  SECOND    CLASS 0
 FJ0025
 FJ0025.The horizontal coordinates were established by autonomous hand held GPS
 FJ0025.observations and have an estimated accuracy of +/- 10 meters.
 FJ0025
 FJ0025.The orthometric height was determined by differential leveling and
 FJ0025.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0025.in June 1991.
 FJ0025
 FJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0025.GEOID18 height accuracy estimate available here.
 FJ0025
 FJ0025.Click photographs - Photos may exist for this station.
 FJ0025
 FJ0025.The dynamic height is computed by dividing the NAVD 88
 FJ0025.geopotential number by the normal gravity value computed on the
 FJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0025.degrees latitude (g = 980.6199 gals.).
 FJ0025
 FJ0025.The modeled gravity was interpolated from observed gravity values.
 FJ0025
 FJ0025;                    North         East    Units  Estimated Accuracy
 FJ0025;SPC OK N     -    93,633.      745,467.      MT  (+/- 10 meters HH2 GPS)
 FJ0025
 FJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3576368574(NAD 83)
 FJ0025
 FJ0025                          SUPERSEDED SURVEY CONTROL
 FJ0025
 FJ0025  NGVD 29 (??/??/92)  249.385  (m)          818.19   (f) ADJ UNCH    2 0
 FJ0025
 FJ0025.Superseded values are not recommended for survey control.
 FJ0025
 FJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0025
 FJ0025_MARKER: DB = BENCH MARK DISK
 FJ0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0025_SP_SET: TOWER FOOTING
 FJ0025_STAMPING: P 138 1934
 FJ0025_MARK LOGO: CGS
 FJ0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0025+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 FJ0025
 FJ0025  HISTORY     - Date     Condition        Report By
 FJ0025  HISTORY     - 1934     MONUMENTED       CGS
 FJ0025  HISTORY     - 1970     GOOD
 FJ0025  HISTORY     - 19990922 GOOD             USPSQD
 FJ0025  HISTORY     - 20160705 GOOD             OKDOT
 FJ0025  HISTORY     - 20220616 GOOD             OKDOT
 FJ0025
 FJ0025                          STATION DESCRIPTION
 FJ0025
 FJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0025'AT BRISTOW.
 FJ0025'AT BRISTOW, ALONG SLSFRY, 73 FEET SOUTH OF SOUTHWEST CORNER OF
 FJ0025'ST. LOUIS AND SAN FRANCISCO RY. STATION, 68.6 FEET WEST OF
 FJ0025'CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS AND SAN FRAN. RY.
 FJ0025'BRONZE TABLET SET HORIZONTALLY IN TOP OF NORTHEAST CORNER OF
 FJ0025'SOUTHEAST CONCRETE FOOTING TO STEEL RAILWAY WATER TOWER.
 FJ0025
 FJ0025                          STATION RECOVERY (1970)
 FJ0025
 FJ0025'RECOVERED 1970
 FJ0025'RECOVERED IN GOOD CONDITION.
 FJ0025
 FJ0025                          STATION RECOVERY (1999)
 FJ0025
 FJ0025'RECOVERY NOTE BY US POWER SQUADRON 1999
 FJ0025'RECOVERED IN GOOD CONDITION.
 FJ0025
 FJ0025                          STATION RECOVERY (2016)
 FJ0025
 FJ0025'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 FJ0025'RECOVERED AS DESCRIBED
 FJ0025
 FJ0025                          STATION RECOVERY (2022)
 FJ0025
 FJ0025'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0025'MARK RECOVERED IN GOOD CONDITION.  NOT SUITABLE FOR SATELLITE
 FJ0025'OBSERVATIONS BECAUSE IT IS UNDER A WATER TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0686 ***********************************************************************
 GK0686  DESIGNATION -  P 14
 GK0686  PID         -  GK0686
 GK0686  STATE/COUNTY-  OK/TEXAS
 GK0686  COUNTRY     -  US
 GK0686  USGS QUAD   -  GOODWELL NE (2018)
 GK0686
 GK0686                         *CURRENT SURVEY CONTROL
 GK0686  ______________________________________________________________________
 GK0686* NAD 83(1986) POSITION- 36 37 57.     (N) 101 33 37.     (W)   SCALED
 GK0686* NAVD 88 ORTHO HEIGHT -   979.207 (meters)     3212.62  (feet) ADJUSTED
 GK0686  ______________________________________________________________________
 GK0686  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 GK0686  DYNAMIC HEIGHT  -        978.182 (meters)     3209.25  (feet) COMP
 GK0686  MODELED GRAVITY -    979,551.8   (mgal)                       NAVD 88
 GK0686
 GK0686  VERT ORDER      -  FIRST     CLASS II
 GK0686
 GK0686.The horizontal coordinates were scaled from a map and have
 GK0686.an estimated accuracy of +/- 6 seconds.
 GK0686
 GK0686.The orthometric height was determined by differential leveling and
 GK0686.adjusted by the NATIONAL GEODETIC SURVEY
 GK0686.in June 1991.
 GK0686
 GK0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0686.GEOID18 height accuracy estimate available here.
 GK0686
 GK0686.Click photographs - Photos may exist for this station.
 GK0686
 GK0686.The dynamic height is computed by dividing the NAVD 88
 GK0686.geopotential number by the normal gravity value computed on the
 GK0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0686.degrees latitude (g = 980.6199 gals.).
 GK0686
 GK0686.The modeled gravity was interpolated from observed gravity values.
 GK0686
 GK0686;                    North         East    Units  Estimated Accuracy
 GK0686;SPC OK N     -   186,970.      281,650.      MT  (+/- 180 meters Scaled)
 GK0686
 GK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF710571(NAD 83)
 GK0686
 GK0686                          SUPERSEDED SURVEY CONTROL
 GK0686
 GK0686  NGVD 29 (??/??/92)  978.751  (m)         3211.12   (f) ADJ UNCH    1 2
 GK0686
 GK0686.Superseded values are not recommended for survey control.
 GK0686
 GK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0686.See file dsdata.pdf to determine how the superseded data were derived.
 GK0686
 GK0686_MARKER: DB = BENCH MARK DISK
 GK0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0686_STAMPING: P 14 1933
 GK0686_MARK LOGO: CGS
 GK0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0686+STABILITY: SURFACE MOTION
 GK0686
 GK0686  HISTORY     - Date     Condition        Report By
 GK0686  HISTORY     - 1933     MONUMENTED       CGS
 GK0686  HISTORY     - 1939     GOOD             LOCENG
 GK0686
 GK0686                          STATION DESCRIPTION
 GK0686
 GK0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0686'5.6 MI SW FROM GUYMON.
 GK0686'5.6 MILES SOUTHWEST OF GUYMON DEPOT ALONG THE ROCK ISLAND RAILROAD. AT
 GK0686'JUNCTION, 8 POLES SOUTH WEST OF MILE POLE NO. 479.  SET IN POST, 2
 GK0686'FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.  OPPOSITE STATION SIGN. 45
 GK0686'FEET ISOUTH EAST OF THE CENTERLINE OF THE MAIN TRACKS.
 GK0686
 GK0686                          STATION RECOVERY (1939)
 GK0686
 GK0686'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 GK0686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0615 ***********************************************************************
 FH0615  DESIGNATION -  P 140
 FH0615  PID         -  FH0615
 FH0615  STATE/COUNTY-  OK/HASKELL
 FH0615  COUNTRY     -  US
 FH0615  USGS QUAD   -  LAFAYETTE (2019)
 FH0615
 FH0615                         *CURRENT SURVEY CONTROL
 FH0615  ______________________________________________________________________
 FH0615* NAD 83(1986) POSITION- 35 14 55.     (N) 095 05 50.     (W)   SCALED
 FH0615* NAVD 88 ORTHO HEIGHT -   186.162 (meters)      610.77  (feet) ADJUSTED
 FH0615  ______________________________________________________________________
 FH0615  GEOID HEIGHT    -        -30.653 (meters)                     GEOID18
 FH0615  DYNAMIC HEIGHT  -        185.982 (meters)      610.18  (feet) COMP
 FH0615  MODELED GRAVITY -    979,663.3   (mgal)                       NAVD 88
 FH0615
 FH0615  VERT ORDER      -  SECOND    CLASS 0
 FH0615
 FH0615.The horizontal coordinates were scaled from a map and have
 FH0615.an estimated accuracy of +/- 6 seconds.
 FH0615
 FH0615.The orthometric height was determined by differential leveling and
 FH0615.adjusted by the NATIONAL GEODETIC SURVEY
 FH0615.in June 1991.
 FH0615
 FH0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0615.GEOID18 height accuracy estimate available here.
 FH0615
 FH0615.Click photographs - Photos may exist for this station.
 FH0615
 FH0615.The dynamic height is computed by dividing the NAVD 88
 FH0615.geopotential number by the normal gravity value computed on the
 FH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0615.degrees latitude (g = 980.6199 gals.).
 FH0615
 FH0615.The modeled gravity was interpolated from observed gravity values.
 FH0615
 FH0615;                    North         East    Units  Estimated Accuracy
 FH0615;SPC OK S     -   216,260.      864,150.      MT  (+/- 180 meters Scaled)
 FH0615
 FH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV091026(NAD 83)
 FH0615
 FH0615                          SUPERSEDED SURVEY CONTROL
 FH0615
 FH0615  NGVD 29 (??/??/92)  186.052  (m)          610.41   (f) ADJ UNCH    2 0
 FH0615
 FH0615.Superseded values are not recommended for survey control.
 FH0615
 FH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0615.See file dsdata.pdf to determine how the superseded data were derived.
 FH0615
 FH0615_MARKER: DB = BENCH MARK DISK
 FH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0615_STAMPING: P 140 1934
 FH0615_MARK LOGO: CGS
 FH0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0615+STABILITY: SURFACE MOTION
 FH0615
 FH0615  HISTORY     - Date     Condition        Report By
 FH0615  HISTORY     - 1934     MONUMENTED       CGS
 FH0615  HISTORY     - 1959     GOOD             CGS
 FH0615
 FH0615                          STATION DESCRIPTION
 FH0615
 FH0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0615'1.6 MI E FROM STIGLER.
 FH0615'1.8 MILES EAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0615'AT STIGLER, HASKELL COUNTY, 0.4 MILE WEST OF MILEPOST 53, 15
 FH0615'FEET WEST OF THE CENTER OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING,
 FH0615'47.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHEAST
 FH0615'OF TELEPHONE POLE 7920, AND 4.9 FEET SOUTHWEST OF THE NORTHEAST
 FH0615'CORNER OF THE RIGHT-OF-WAY FENCE.  NOTE-- 3 FEET SOUTHEAST OF
 FH0615'THE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0497 ***********************************************************************
 FJ0497  DESIGNATION -  P 141
 FJ0497  PID         -  FJ0497
 FJ0497  STATE/COUNTY-  OK/MCCLAIN
 FJ0497  COUNTRY     -  US
 FJ0497  USGS QUAD   -  BLANCHARD (2018)
 FJ0497
 FJ0497                         *CURRENT SURVEY CONTROL
 FJ0497  ______________________________________________________________________
 FJ0497* NAD 83(1986) POSITION- 35 08 23.     (N) 097 39 15.     (W)   SCALED
 FJ0497* NAVD 88 ORTHO HEIGHT -   388.964 (meters)     1276.13  (feet) ADJUSTED
 FJ0497  ______________________________________________________________________
 FJ0497  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 FJ0497  DYNAMIC HEIGHT  -        388.579 (meters)     1274.86  (feet) COMP
 FJ0497  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 FJ0497
 FJ0497  VERT ORDER      -  SECOND    CLASS 0
 FJ0497
 FJ0497.The horizontal coordinates were scaled from a map and have
 FJ0497.an estimated accuracy of +/- 6 seconds.
 FJ0497
 FJ0497.The orthometric height was determined by differential leveling and
 FJ0497.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0497.in June 1991.
 FJ0497
 FJ0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0497.GEOID18 height accuracy estimate available here.
 FJ0497
 FJ0497.Click photographs - Photos may exist for this station.
 FJ0497
 FJ0497.The dynamic height is computed by dividing the NAVD 88
 FJ0497.geopotential number by the normal gravity value computed on the
 FJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0497.degrees latitude (g = 980.6199 gals.).
 FJ0497
 FJ0497.The modeled gravity was interpolated from observed gravity values.
 FJ0497
 FJ0497;                    North         East    Units  Estimated Accuracy
 FJ0497;SPC OK S     -   200,430.      631,520.      MT  (+/- 180 meters Scaled)
 FJ0497
 FJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD226893(NAD 83)
 FJ0497
 FJ0497                          SUPERSEDED SURVEY CONTROL
 FJ0497
 FJ0497  NGVD 29 (??/??/92)  388.849  (m)         1275.75   (f) ADJ UNCH    2 0
 FJ0497
 FJ0497.Superseded values are not recommended for survey control.
 FJ0497
 FJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0497.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0497
 FJ0497_MARKER: DB = BENCH MARK DISK
 FJ0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0497_SP_SET: BUILDING
 FJ0497_STAMPING: P 141 1934
 FJ0497_MARK LOGO: CGS
 FJ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0497
 FJ0497  HISTORY     - Date     Condition        Report By
 FJ0497  HISTORY     - 1934     MONUMENTED       CGS
 FJ0497
 FJ0497                          STATION DESCRIPTION
 FJ0497
 FJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0497'IN THE TOWN OF BLANCHARD.  TABLET SET VERTICALLY IN BRICK WALL OF
 FJ0497'BLANCHARD HIGH SCHOOL BLDG., ON SOUTH SIDE OF FRONT ENTRANCE DOOR,
 FJ0497'44.1 FEET NORTH OF SOUTHWEST CORNER OF SCHOOL BUILDING, 35.7 FEET EAST
 FJ0497'OF SIDEWALK, 6.3 FEET SOUTH OF CENTER OF ENTRANCE DOOR, 3 FEET NORTH
 FJ0497'OF NORTH SIDE OF WINDOW, 4.2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0515 ***********************************************************************
 FJ0515  DESIGNATION -  P 143
 FJ0515  PID         -  FJ0515
 FJ0515  STATE/COUNTY-  OK/OKLAHOMA
 FJ0515  COUNTRY     -  US
 FJ0515  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0515
 FJ0515                         *CURRENT SURVEY CONTROL
 FJ0515  ______________________________________________________________________
 FJ0515* NAD 83(1986) POSITION- 35 25 37.     (N) 097 30 13.     (W)   SCALED
 FJ0515* NAVD 88 ORTHO HEIGHT -   375.984 (meters)     1233.54  (feet) ADJUSTED
 FJ0515  ______________________________________________________________________
 FJ0515  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 FJ0515  DYNAMIC HEIGHT  -        375.624 (meters)     1232.36  (feet) COMP
 FJ0515  MODELED GRAVITY -    979,664.6   (mgal)                       NAVD 88
 FJ0515
 FJ0515  VERT ORDER      -  SECOND    CLASS 0
 FJ0515
 FJ0515.The horizontal coordinates were scaled from a map and have
 FJ0515.an estimated accuracy of +/- 6 seconds.
 FJ0515
 FJ0515.The orthometric height was determined by differential leveling and
 FJ0515.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0515.in August 1994.
 FJ0515
 FJ0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0515.GEOID18 height accuracy estimate available here.
 FJ0515
 FJ0515.Click photographs - Photos may exist for this station.
 FJ0515
 FJ0515.The dynamic height is computed by dividing the NAVD 88
 FJ0515.geopotential number by the normal gravity value computed on the
 FJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0515.degrees latitude (g = 980.6199 gals.).
 FJ0515
 FJ0515.The modeled gravity was interpolated from observed gravity values.
 FJ0515
 FJ0515;                    North         East    Units  Estimated Accuracy
 FJ0515;SPC OK N     -    47,490.      645,080.      MT  (+/- 180 meters Scaled)
 FJ0515
 FJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE358214(NAD 83)
 FJ0515
 FJ0515                          SUPERSEDED SURVEY CONTROL
 FJ0515
 FJ0515  NAVD 88 (06/15/91)  376.058  (m)         1233.78   (f) SUPERSEDED  2 0
 FJ0515  NGVD 29 (??/??/92)  375.929  (m)         1233.36   (f) ADJ UNCH    2 0
 FJ0515
 FJ0515.Superseded values are not recommended for survey control.
 FJ0515
 FJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0515.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0515
 FJ0515_MARKER: DB = BENCH MARK DISK
 FJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0515_STAMPING: P 143 1934
 FJ0515_MARK LOGO: CGS
 FJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0515+STABILITY: SURFACE MOTION
 FJ0515
 FJ0515  HISTORY     - Date     Condition        Report By
 FJ0515  HISTORY     - 1934     MONUMENTED       CGS
 FJ0515  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0515  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0515
 FJ0515                          STATION DESCRIPTION
 FJ0515
 FJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0515'2.8 MI S FROM OKLAHOMA CITY.
 FJ0515'2.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0515'FROM THE STATION AT OKLAHOMA CITY, 0.2 MILE NORTH OF MILEPOST
 FJ0515'387, 200 FEET NORTHEAST OF THE SCHOOLHOUSE AT SHIELDS HEIGHTS,
 FJ0515'47.8 FEET NORTHWEST OF A RAILROAD CITY-LIMIT SIGN, 38.8 FEET
 FJ0515'NORTHEAST OF THE CENTERLINE OF THE TRACK, 11.3 FEET SOUTHWEST
 FJ0515'OF A FENCE PARALLELING THE TRACK, AND 3.8 FEET SOUTHEAST OF A
 FJ0515'POLE.  A STANDARD DISK, STAMPED P 143 1934 AND SET IN THE TOP
 FJ0515'OF A CONCRETE POST.
 FJ0515
 FJ0515                          STATION RECOVERY (1984)
 FJ0515
 FJ0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0515'MARK NOT FOUND.
 FJ0515
 FJ0515                          STATION RECOVERY (1985)
 FJ0515
 FJ0515'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0295 ***********************************************************************
 FJ0295  DESIGNATION -  P 144
 FJ0295  PID         -  FJ0295
 FJ0295  STATE/COUNTY-  OK/LOGAN
 FJ0295  COUNTRY     -  US
 FJ0295  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0295
 FJ0295                         *CURRENT SURVEY CONTROL
 FJ0295  ______________________________________________________________________
 FJ0295* NAD 83(1986) POSITION- 35 54 53.86   (N) 097 25 41.74   (W)   HD_HELD1
 FJ0295* NAVD 88 ORTHO HEIGHT -   282.749 (meters)      927.65  (feet) ADJUSTED
 FJ0295  ______________________________________________________________________
 FJ0295  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 FJ0295  DYNAMIC HEIGHT  -        282.490 (meters)      926.80  (feet) COMP
 FJ0295  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 FJ0295
 FJ0295  VERT ORDER      -  SECOND    CLASS 0
 FJ0295
 FJ0295.The horizontal coordinates were determined by differentially corrected
 FJ0295.hand held GPS observations or other comparable positioning techniques
 FJ0295.and have an estimated accuracy of +/- 3 meters.
 FJ0295
 FJ0295.The orthometric height was determined by differential leveling and
 FJ0295.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0295.in June 1991.
 FJ0295
 FJ0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0295.GEOID18 height accuracy estimate available here.
 FJ0295
 FJ0295.Click photographs - Photos may exist for this station.
 FJ0295
 FJ0295.The dynamic height is computed by dividing the NAVD 88
 FJ0295.geopotential number by the normal gravity value computed on the
 FJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0295.degrees latitude (g = 980.6199 gals.).
 FJ0295
 FJ0295.The modeled gravity was interpolated from observed gravity values.
 FJ0295
 FJ0295;                    North         East    Units  Estimated Accuracy
 FJ0295;SPC OK N     -   101,669.2     651,602.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0295
 FJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4181475657(NAD 83)
 FJ0295
 FJ0295                          SUPERSEDED SURVEY CONTROL
 FJ0295
 FJ0295  NGVD 29 (??/??/92)  282.622  (m)          927.24   (f) ADJ UNCH    2 0
 FJ0295
 FJ0295.Superseded values are not recommended for survey control.
 FJ0295
 FJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0295.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0295
 FJ0295_MARKER: DB = BENCH MARK DISK
 FJ0295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0295_SP_SET: BRIDGE ABUTMENT
 FJ0295_STAMPING: P 144 1934
 FJ0295_MARK LOGO: CGS
 FJ0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0295
 FJ0295  HISTORY     - Date     Condition        Report By
 FJ0295  HISTORY     - 1934     MONUMENTED       CGS
 FJ0295
 FJ0295                          STATION DESCRIPTION
 FJ0295
 FJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0295'2.7 MI N FROM GUTHRIE.
 FJ0295'2.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0295'FROM THE STATION AT GUTHRIE, 150 FEET NORTH OF MILEPOST 350,
 FJ0295'AT BRIDGE 349 F OVER CIMARRON RIVER, IN THE TOP OF THE SOUTHWEST
 FJ0295'ABUTMENT, 1.1 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT,
 FJ0295'2.9 FEET NORTHEAST OF THE SOUTHWEST EDGE, AND 10.8 FEET SOUTHEAST
 FJ0295'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED P 144
 FJ0295'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0306 ***********************************************************************
 FJ0306  DESIGNATION -  P 145
 FJ0306  PID         -  FJ0306
 FJ0306  STATE/COUNTY-  OK/LOGAN
 FJ0306  COUNTRY     -  US
 FJ0306  USGS QUAD   -  LANGSTON (2018)
 FJ0306
 FJ0306                         *CURRENT SURVEY CONTROL
 FJ0306  ______________________________________________________________________
 FJ0306* NAD 83(1986) POSITION- 35 58 16.     (N) 097 15 52.     (W)   SCALED
 FJ0306* NAVD 88 ORTHO HEIGHT -   268.657 (meters)      881.42  (feet) ADJUSTED
 FJ0306  ______________________________________________________________________
 FJ0306  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 FJ0306  DYNAMIC HEIGHT  -        268.413 (meters)      880.62  (feet) COMP
 FJ0306  MODELED GRAVITY -    979,718.9   (mgal)                       NAVD 88
 FJ0306
 FJ0306  VERT ORDER      -  SECOND    CLASS 0
 FJ0306
 FJ0306.The horizontal coordinates were scaled from a map and have
 FJ0306.an estimated accuracy of +/- 6 seconds.
 FJ0306
 FJ0306.The orthometric height was determined by differential leveling and
 FJ0306.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0306.in June 1991.
 FJ0306
 FJ0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0306.GEOID18 height accuracy estimate available here.
 FJ0306
 FJ0306.Click photographs - Photos may exist for this station.
 FJ0306
 FJ0306.The dynamic height is computed by dividing the NAVD 88
 FJ0306.geopotential number by the normal gravity value computed on the
 FJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0306.degrees latitude (g = 980.6199 gals.).
 FJ0306
 FJ0306.The modeled gravity was interpolated from observed gravity values.
 FJ0306
 FJ0306;                    North         East    Units  Estimated Accuracy
 FJ0306;SPC OK N     -   108,000.      666,340.      MT  (+/- 180 meters Scaled)
 FJ0306
 FJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE564821(NAD 83)
 FJ0306
 FJ0306                          SUPERSEDED SURVEY CONTROL
 FJ0306
 FJ0306  NGVD 29 (??/??/92)  268.539  (m)          881.03   (f) ADJ UNCH    2 0
 FJ0306
 FJ0306.Superseded values are not recommended for survey control.
 FJ0306
 FJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0306.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0306
 FJ0306_MARKER: DB = BENCH MARK DISK
 FJ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0306_STAMPING: P 145 1934
 FJ0306_MARK LOGO: CGS
 FJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0306+STABILITY: SURFACE MOTION
 FJ0306
 FJ0306  HISTORY     - Date     Condition        Report By
 FJ0306  HISTORY     - 1934     MONUMENTED       CGS
 FJ0306  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0306
 FJ0306                          STATION DESCRIPTION
 FJ0306
 FJ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0306'2 MI W FROM COYLE.
 FJ0306'ABOUT 2 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED
 FJ0306'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE,
 FJ0306'LOGAN COUNTY, 41 FEET SOUTH OF THE CENTER OF A FARM-ROAD CROSSING,
 FJ0306'38 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ROADBED, 35 FEET
 FJ0306'NORTH OF THE CENTERLINE OF A COUNTY ROAD AT A SHARP CURVE, 3.6
 FJ0306'FEET EAST OF THE SOUTHEAST END OF AN IRON GATE, AND 1.9 FEET
 FJ0306'NORTHEAST OF THE FENCE PARALLELING THE ROADBED.  A STANDARD DISK,
 FJ0306'STAMPED P 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0306
 FJ0306                          STATION RECOVERY (1968)
 FJ0306
 FJ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0593 ***********************************************************************
 FJ0593  DESIGNATION -  P 146
 FJ0593  PID         -  FJ0593
 FJ0593  STATE/COUNTY-  OK/KINGFISHER
 FJ0593  COUNTRY     -  US
 FJ0593  USGS QUAD   -  KINGFISHER SE (2018)
 FJ0593
 FJ0593                         *CURRENT SURVEY CONTROL
 FJ0593  ______________________________________________________________________
 FJ0593* NAD 83(1986) POSITION- 35 47 28.     (N) 097 47 52.     (W)   SCALED
 FJ0593* NAVD 88 ORTHO HEIGHT -   351.603 (meters)     1153.55  (feet) ADJUSTED
 FJ0593  ______________________________________________________________________
 FJ0593  GEOID HEIGHT    -        -27.206 (meters)                     GEOID18
 FJ0593  DYNAMIC HEIGHT  -        351.279 (meters)     1152.49  (feet) COMP
 FJ0593  MODELED GRAVITY -    979,703.2   (mgal)                       NAVD 88
 FJ0593
 FJ0593  VERT ORDER      -  SECOND    CLASS 0
 FJ0593
 FJ0593.The horizontal coordinates were scaled from a map and have
 FJ0593.an estimated accuracy of +/- 6 seconds.
 FJ0593
 FJ0593.The orthometric height was determined by differential leveling and
 FJ0593.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0593.in June 1991.
 FJ0593
 FJ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0593.GEOID18 height accuracy estimate available here.
 FJ0593
 FJ0593.Click photographs - Photos may exist for this station.
 FJ0593
 FJ0593.The dynamic height is computed by dividing the NAVD 88
 FJ0593.geopotential number by the normal gravity value computed on the
 FJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0593.degrees latitude (g = 980.6199 gals.).
 FJ0593
 FJ0593.The modeled gravity was interpolated from observed gravity values.
 FJ0593
 FJ0593;                    North         East    Units  Estimated Accuracy
 FJ0593;SPC OK N     -    87,800.      618,280.      MT  (+/- 180 meters Scaled)
 FJ0593
 FJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE086614(NAD 83)
 FJ0593
 FJ0593                          SUPERSEDED SURVEY CONTROL
 FJ0593
 FJ0593  NGVD 29 (??/??/92)  351.463  (m)         1153.09   (f) ADJ UNCH    2 0
 FJ0593
 FJ0593.Superseded values are not recommended for survey control.
 FJ0593
 FJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0593.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0593
 FJ0593_MARKER: DB = BENCH MARK DISK
 FJ0593_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0593_STAMPING: P 146 1934
 FJ0593_MARK LOGO: CGS
 FJ0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0593
 FJ0593  HISTORY     - Date     Condition        Report By
 FJ0593  HISTORY     - 1934     MONUMENTED       CGS
 FJ0593  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0593
 FJ0593                          STATION DESCRIPTION
 FJ0593
 FJ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0593'6.7 MI W FROM CASHION.
 FJ0593'ALONG C.B.I. AND P.RY. FROM STATION ABOUT 350 FEET EAST OF
 FJ0593'RAILROAD TRESTLE 387-C, ABOUT 114 FEET EAST OF M.P. 388, 76.7
 FJ0593'FEET SOUTHEAST OF CENTERLINE OF COUNTY ROAD AT RAILROAD CROSSING,
 FJ0593'66.6 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0593'R.R., 12.7 FEET EAST OF SOUTHWEST FENCE CORNER, 2.2 FEET NORTH OF
 FJ0593'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0593
 FJ0593                          STATION RECOVERY (1971)
 FJ0593
 FJ0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0593'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0390 ***********************************************************************
 FJ0390  DESIGNATION -  P 147
 FJ0390  PID         -  FJ0390
 FJ0390  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0390  COUNTRY     -  US
 FJ0390  USGS QUAD   -  MCLOUD (2018)
 FJ0390
 FJ0390                         *CURRENT SURVEY CONTROL
 FJ0390  ______________________________________________________________________
 FJ0390* NAD 83(1986) POSITION- 35 24 15.     (N) 097 05 22.     (W)   SCALED
 FJ0390* NAVD 88 ORTHO HEIGHT -   319.448 (meters)     1048.06  (feet) ADJUSTED
 FJ0390  ______________________________________________________________________
 FJ0390  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 FJ0390  DYNAMIC HEIGHT  -        319.145 (meters)     1047.06  (feet) COMP
 FJ0390  MODELED GRAVITY -    979,676.0   (mgal)                       NAVD 88
 FJ0390
 FJ0390  VERT ORDER      -  SECOND    CLASS 0
 FJ0390
 FJ0390.The horizontal coordinates were scaled from a map and have
 FJ0390.an estimated accuracy of +/- 6 seconds.
 FJ0390
 FJ0390.The orthometric height was determined by differential leveling and
 FJ0390.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0390.in August 1994.
 FJ0390
 FJ0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0390.GEOID18 height accuracy estimate available here.
 FJ0390
 FJ0390.Click photographs - Photos may exist for this station.
 FJ0390
 FJ0390.The dynamic height is computed by dividing the NAVD 88
 FJ0390.geopotential number by the normal gravity value computed on the
 FJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0390.degrees latitude (g = 980.6199 gals.).
 FJ0390
 FJ0390.The modeled gravity was interpolated from observed gravity values.
 FJ0390
 FJ0390;                    North         East    Units  Estimated Accuracy
 FJ0390;SPC OK S     -   230,090.      682,710.      MT  (+/- 180 meters Scaled)
 FJ0390
 FJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE734195(NAD 83)
 FJ0390
 FJ0390                          SUPERSEDED SURVEY CONTROL
 FJ0390
 FJ0390  NAVD 88 (06/15/91)  319.473  (m)         1048.14   (f) SUPERSEDED  2 0
 FJ0390  NGVD 29 (??/??/92)  319.371  (m)         1047.80   (f) ADJ UNCH    2 0
 FJ0390
 FJ0390.Superseded values are not recommended for survey control.
 FJ0390
 FJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0390.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0390
 FJ0390_MARKER: DB = BENCH MARK DISK
 FJ0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0390_SP_SET: CULVERT HEADWALL
 FJ0390_STAMPING: P 147 1934
 FJ0390_MARK LOGO: CGS
 FJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0390+STABILITY: SURFACE MOTION
 FJ0390
 FJ0390  HISTORY     - Date     Condition        Report By
 FJ0390  HISTORY     - 1934     MONUMENTED       CGS
 FJ0390  HISTORY     - 1969     GOOD             CGS
 FJ0390
 FJ0390                          STATION DESCRIPTION
 FJ0390
 FJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0390'4.4 MI E FROM NEWALLA.
 FJ0390'IN POTTAWATOMIE COUNTY, 4.4 MILES EAST ALONG THE OKLAHOMA
 FJ0390'CITY-ADA-ATOKA RAILWAY FROM THE STATION AT NEWALLA, OKLAHOMA
 FJ0390'COUNTY, 1/4 MILE EAST OF MILEPOST 25, 32 FEET NORTHWEST OF THE
 FJ0390'CENTER OF A COUNTY-ROAD CROSSING, AT A CONCRETE CULVERT, IN
 FJ0390'THE TOP OF THE WEST END OF THE NORTH HEADWALL, 1.3 FEET EAST
 FJ0390'OF THE WEST END, 0.6 FOOT SOUTH OF THE NORTH EDGE, 26 FEET WEST
 FJ0390'OF THE CENTERLINE OF THE ROAD, AND 16.3 FEET NORTH OF THE
 FJ0390'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED P 147 1934.
 FJ0390
 FJ0390                          STATION RECOVERY (1969)
 FJ0390
 FJ0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0167 ***********************************************************************
 FJ0167  DESIGNATION -  P 148
 FJ0167  PID         -  FJ0167
 FJ0167  STATE/COUNTY-  OK/SEMINOLE
 FJ0167  COUNTRY     -  US
 FJ0167  USGS QUAD   -  SAINT LOUIS (2018)
 FJ0167
 FJ0167                         *CURRENT SURVEY CONTROL
 FJ0167  ______________________________________________________________________
 FJ0167* NAD 83(1986) POSITION- 35 06 03.     (N) 096 46 07.     (W)   SCALED
 FJ0167* NAVD 88 ORTHO HEIGHT -   267.940 (meters)      879.07  (feet) ADJUSTED
 FJ0167  ______________________________________________________________________
 FJ0167  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 FJ0167  DYNAMIC HEIGHT  -        267.684 (meters)      878.23  (feet) COMP
 FJ0167  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 FJ0167
 FJ0167  VERT ORDER      -  SECOND    CLASS 0
 FJ0167
 FJ0167.The horizontal coordinates were scaled from a map and have
 FJ0167.an estimated accuracy of +/- 6 seconds.
 FJ0167
 FJ0167.The orthometric height was determined by differential leveling and
 FJ0167.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0167.in June 1991.
 FJ0167
 FJ0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0167.GEOID18 height accuracy estimate available here.
 FJ0167
 FJ0167.Click photographs - Photos may exist for this station.
 FJ0167
 FJ0167.The dynamic height is computed by dividing the NAVD 88
 FJ0167.geopotential number by the normal gravity value computed on the
 FJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0167.degrees latitude (g = 980.6199 gals.).
 FJ0167
 FJ0167.The modeled gravity was interpolated from observed gravity values.
 FJ0167
 FJ0167;                    North         East    Units  Estimated Accuracy
 FJ0167;SPC OK S     -   196,750.      712,270.      MT  (+/- 180 meters Scaled)
 FJ0167
 FJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD033865(NAD 83)
 FJ0167
 FJ0167                          SUPERSEDED SURVEY CONTROL
 FJ0167
 FJ0167  NGVD 29 (??/??/92)  267.853  (m)          878.78   (f) ADJ UNCH    2 0
 FJ0167
 FJ0167.Superseded values are not recommended for survey control.
 FJ0167
 FJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0167.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0167
 FJ0167_MARKER: DB = BENCH MARK DISK
 FJ0167_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0167_STAMPING: P 148 1934
 FJ0167_MARK LOGO: CGS
 FJ0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0167+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2020
 FJ0167
 FJ0167  HISTORY     - Date     Condition        Report By
 FJ0167  HISTORY     - 1934     MONUMENTED       CGS
 FJ0167  HISTORY     - 20201014 GOOD             OKDOT
 FJ0167
 FJ0167                          STATION DESCRIPTION
 FJ0167
 FJ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0167'2.1 MI S FROM MAUD.
 FJ0167'2.1 MILES SOUTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM
 FJ0167'STATION.  ABOUT 0.1 MILE SOUTH OF M.P. 57, 73.2 FEET SOUTHEAST
 FJ0167'OF CENTERLINE OF COUNTY ROAD AT RAILROAD CROSSING, 72.5 FEET
 FJ0167'EAST OF CENTERLINE OF O.C.A.A.RY., 35.8 FEET EAST OF TELEPHONE
 FJ0167'POLE, 30.1 FEET SOUTH OF CENTERLINE OF COUNTY ROAD, 2.7 FEET
 FJ0167'SOUTHWEST OF NORTHEAST FENCE CORNER, 2 FEET SOUTH OF FENCE
 FJ0167'RUNNING EAST-WEST, 1.8 FT. WEST OF FENCE PARALLELING RAILROAD.
 FJ0167'STANDARD DISK SET IN A CONCRETE POST.
 FJ0167
 FJ0167                          STATION RECOVERY (2020)
 FJ0167
 FJ0167'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0167'MARK WAS IN HEAVY WOODED AREA, COULD NOT RETRIEVE ACCURATE DATA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0113 ***********************************************************************
 FJ0113  DESIGNATION -  P 149
 FJ0113  PID         -  FJ0113
 FJ0113  STATE/COUNTY-  OK/SEMINOLE
 FJ0113  COUNTRY     -  US
 FJ0113  USGS QUAD   -  WEWOKA WEST (2018)
 FJ0113
 FJ0113                         *CURRENT SURVEY CONTROL
 FJ0113  ______________________________________________________________________
 FJ0113* NAD 83(1986) POSITION- 35 10 27.     (N) 096 33 24.     (W)   SCALED
 FJ0113* NAVD 88 ORTHO HEIGHT -   248.868 (meters)      816.49  (feet) ADJUSTED
 FJ0113  ______________________________________________________________________
 FJ0113  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 FJ0113  DYNAMIC HEIGHT  -        248.627 (meters)      815.70  (feet) COMP
 FJ0113  MODELED GRAVITY -    979,661.9   (mgal)                       NAVD 88
 FJ0113
 FJ0113  VERT ORDER      -  SECOND    CLASS 0
 FJ0113
 FJ0113.The horizontal coordinates were scaled from a map and have
 FJ0113.an estimated accuracy of +/- 6 seconds.
 FJ0113
 FJ0113.The orthometric height was determined by differential leveling and
 FJ0113.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0113.in June 1991.
 FJ0113
 FJ0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0113.GEOID18 height accuracy estimate available here.
 FJ0113
 FJ0113.Click photographs - Photos may exist for this station.
 FJ0113
 FJ0113.The dynamic height is computed by dividing the NAVD 88
 FJ0113.geopotential number by the normal gravity value computed on the
 FJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0113.degrees latitude (g = 980.6199 gals.).
 FJ0113
 FJ0113.The modeled gravity was interpolated from observed gravity values.
 FJ0113
 FJ0113;                    North         East    Units  Estimated Accuracy
 FJ0113;SPC OK S     -   205,140.      731,470.      MT  (+/- 180 meters Scaled)
 FJ0113
 FJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD225950(NAD 83)
 FJ0113
 FJ0113                          SUPERSEDED SURVEY CONTROL
 FJ0113
 FJ0113  NGVD 29 (??/??/92)  248.766  (m)          816.16   (f) ADJ UNCH    2 0
 FJ0113
 FJ0113.Superseded values are not recommended for survey control.
 FJ0113
 FJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0113.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0113
 FJ0113_MARKER: DB = BENCH MARK DISK
 FJ0113_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0113_STAMPING: P 149 1934
 FJ0113_MARK LOGO: CGS
 FJ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0113
 FJ0113  HISTORY     - Date     Condition        Report By
 FJ0113  HISTORY     - 1934     MONUMENTED       CGS
 FJ0113  HISTORY     - 1983     GOOD             LOCSUR
 FJ0113  HISTORY     - 20220912 MARK NOT FOUND   OKDOT
 FJ0113
 FJ0113                          STATION DESCRIPTION
 FJ0113
 FJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0113'4.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0113'RAILWAY FROM THE STATION AT WEWOKA, SEMINOLE COUNTY, 600 FEET
 FJ0113'WEST OF POLE 422+25, 200 FEET SOUTH OF U.S. HIGHWAY 270, AT A
 FJ0113'FARM-ROAD CROSSING, 40.9 FEET NORTH OF THE CENTERLINE OF THE
 FJ0113'TRACK, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.2 FEET
 FJ0113'WEST OF THE EAST FENCE POST AT A GATE, AND 1.9 FEET SOUTH OF
 FJ0113'A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED P 149
 FJ0113'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0113
 FJ0113                          STATION RECOVERY (1983)
 FJ0113
 FJ0113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FJ0113'RECOVERED IN GOOD CONDITION.
 FJ0113
 FJ0113                          STATION RECOVERY (2022)
 FJ0113
 FJ0113'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0069 ***********************************************************************
 EL0069  DESIGNATION -  P 15
 EL0069  PID         -  EL0069
 EL0069  STATE/COUNTY-  OK/ATOKA
 EL0069  COUNTRY     -  US
 EL0069  USGS QUAD   -  CANEY (2018)
 EL0069
 EL0069                         *CURRENT SURVEY CONTROL
 EL0069  ______________________________________________________________________
 EL0069* NAD 83(1986) POSITION- 34 11 10.     (N) 096 13 43.     (W)   SCALED
 EL0069* NAVD 88 ORTHO HEIGHT -   183.782 (meters)      602.96  (feet) ADJUSTED
 EL0069  ______________________________________________________________________
 EL0069  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 EL0069  DYNAMIC HEIGHT  -        183.598 (meters)      602.35  (feet) COMP
 EL0069  MODELED GRAVITY -    979,630.7   (mgal)                       NAVD 88
 EL0069
 EL0069  VERT ORDER      -  FIRST     CLASS II
 EL0069
 EL0069.The horizontal coordinates were scaled from a map and have
 EL0069.an estimated accuracy of +/- 6 seconds.
 EL0069
 EL0069.The orthometric height was determined by differential leveling and
 EL0069.adjusted by the NATIONAL GEODETIC SURVEY
 EL0069.in June 1991.
 EL0069
 EL0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0069.GEOID18 height accuracy estimate available here.
 EL0069
 EL0069.Click photographs - Photos may exist for this station.
 EL0069
 EL0069.The dynamic height is computed by dividing the NAVD 88
 EL0069.geopotential number by the normal gravity value computed on the
 EL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0069.degrees latitude (g = 980.6199 gals.).
 EL0069
 EL0069.The modeled gravity was interpolated from observed gravity values.
 EL0069
 EL0069;                    North         East    Units  Estimated Accuracy
 EL0069;SPC OK S     -    96,030.      763,280.      MT  (+/- 180 meters Scaled)
 EL0069
 EL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC554862(NAD 83)
 EL0069
 EL0069                          SUPERSEDED SURVEY CONTROL
 EL0069
 EL0069  NGVD 29 (??/??/92)  183.717  (m)          602.74   (f) ADJ UNCH    1 2
 EL0069
 EL0069.Superseded values are not recommended for survey control.
 EL0069
 EL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0069.See file dsdata.pdf to determine how the superseded data were derived.
 EL0069
 EL0069_MARKER: DB = BENCH MARK DISK
 EL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0069_STAMPING: P 15 1933
 EL0069_MARK LOGO: CGS
 EL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0069+STABILITY: SURFACE MOTION
 EL0069
 EL0069  HISTORY     - Date     Condition        Report By
 EL0069  HISTORY     - 1933     MONUMENTED       CGS
 EL0069
 EL0069                          STATION DESCRIPTION
 EL0069
 EL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0069'4.7 MI N FROM CADDO.
 EL0069'ON THE M.K.T. R.R. AT MILEPOST 625, 40 FT. WEST OF WEST TRACK,
 EL0069'AND 90 FT. SOUTH OF COUNTY ROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0259 ***********************************************************************
 GK0259  DESIGNATION -  P 15
 GK0259  PID         -  GK0259
 GK0259  STATE/COUNTY-  OK/TEXAS
 GK0259  COUNTRY     -  US
 GK0259  USGS QUAD   -  TYRONE (2018)
 GK0259
 GK0259                         *CURRENT SURVEY CONTROL
 GK0259  ______________________________________________________________________
 GK0259* NAD 83(1986) POSITION- 36 57 16.5    (N) 101 04 01.6    (W)   HD_HELD2
 GK0259* NAVD 88 ORTHO HEIGHT -   890.754 (meters)     2922.42  (feet) ADJUSTED
 GK0259  ______________________________________________________________________
 GK0259  GEOID HEIGHT    -        -26.775 (meters)                     GEOID18
 GK0259  DYNAMIC HEIGHT  -        889.866 (meters)     2919.50  (feet) COMP
 GK0259  MODELED GRAVITY -    979,604.0   (mgal)                       NAVD 88
 GK0259
 GK0259  VERT ORDER      -  FIRST     CLASS II
 GK0259
 GK0259.The horizontal coordinates were established by autonomous hand held GPS
 GK0259.observations and have an estimated accuracy of +/- 10 meters.
 GK0259
 GK0259.The orthometric height was determined by differential leveling and
 GK0259.adjusted by the NATIONAL GEODETIC SURVEY
 GK0259.in June 1991.
 GK0259
 GK0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0259.GEOID18 height accuracy estimate available here.
 GK0259
 GK0259.Click photographs - Photos may exist for this station.
 GK0259
 GK0259.The dynamic height is computed by dividing the NAVD 88
 GK0259.geopotential number by the normal gravity value computed on the
 GK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0259.degrees latitude (g = 980.6199 gals.).
 GK0259
 GK0259.The modeled gravity was interpolated from observed gravity values.
 GK0259
 GK0259;                    North         East    Units  Estimated Accuracy
 GK0259;SPC OK N     -   221,192.      326,864.      MT  (+/- 10 meters HH2 GPS)
 GK0259
 GK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1595691830(NAD 83)
 GK0259
 GK0259                          SUPERSEDED SURVEY CONTROL
 GK0259
 GK0259  NGVD 29 (??/??/92)  890.348  (m)         2921.08   (f) ADJ UNCH    1 2
 GK0259
 GK0259.Superseded values are not recommended for survey control.
 GK0259
 GK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0259.See file dsdata.pdf to determine how the superseded data were derived.
 GK0259
 GK0259_MARKER: DB = BENCH MARK DISK
 GK0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0259_SP_SET: FOUNDATION
 GK0259_STAMPING: P 15 1933
 GK0259_MARK LOGO: CGS
 GK0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0259
 GK0259  HISTORY     - Date     Condition        Report By
 GK0259  HISTORY     - 1933     MONUMENTED       CGS
 GK0259
 GK0259                          STATION DESCRIPTION
 GK0259
 GK0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0259'IN TYRONE.
 GK0259'SET IN NORTH CONCRETE BLOCK FOUNDATION OF CITY WATER TANK, OPPOSITE
 GK0259'MILE POLE NO. 444, 310 FT. SOUTH OF CENTER LINE MAIN RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0030 ***********************************************************************
 EL0030  DESIGNATION -  P 150
 EL0030  PID         -  EL0030
 EL0030  STATE/COUNTY-  OK/HUGHES
 EL0030  COUNTRY     -  US
 EL0030  USGS QUAD   -  CALVIN WEST (2018)
 EL0030
 EL0030                         *CURRENT SURVEY CONTROL
 EL0030  ______________________________________________________________________
 EL0030* NAD 83(1986) POSITION- 34 58 14.     (N) 096 15 02.     (W)   SCALED
 EL0030* NAVD 88 ORTHO HEIGHT -   218.621 (meters)      717.26  (feet) ADJUSTED
 EL0030  ______________________________________________________________________
 EL0030  GEOID HEIGHT    -        -28.255 (meters)                     GEOID18
 EL0030  DYNAMIC HEIGHT  -        218.407 (meters)      716.56  (feet) COMP
 EL0030  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 EL0030
 EL0030  VERT ORDER      -  SECOND    CLASS 0
 EL0030
 EL0030.The horizontal coordinates were scaled from a map and have
 EL0030.an estimated accuracy of +/- 6 seconds.
 EL0030
 EL0030.The orthometric height was determined by differential leveling and
 EL0030.adjusted by the NATIONAL GEODETIC SURVEY
 EL0030.in June 1991.
 EL0030
 EL0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0030.GEOID18 height accuracy estimate available here.
 EL0030
 EL0030.Click photographs - Photos may exist for this station.
 EL0030
 EL0030.The dynamic height is computed by dividing the NAVD 88
 EL0030.geopotential number by the normal gravity value computed on the
 EL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0030.degrees latitude (g = 980.6199 gals.).
 EL0030
 EL0030.The modeled gravity was interpolated from observed gravity values.
 EL0030
 EL0030;                    North         East    Units  Estimated Accuracy
 EL0030;SPC OK S     -   182,990.      759,750.      MT  (+/- 180 meters Scaled)
 EL0030
 EL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD510732(NAD 83)
 EL0030
 EL0030                          SUPERSEDED SURVEY CONTROL
 EL0030
 EL0030  NGVD 29 (??/??/92)  218.512  (m)          716.90   (f) ADJ UNCH    2 0
 EL0030
 EL0030.Superseded values are not recommended for survey control.
 EL0030
 EL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0030.See file dsdata.pdf to determine how the superseded data were derived.
 EL0030
 EL0030_MARKER: DB = BENCH MARK DISK
 EL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0030_STAMPING: P 150 1934
 EL0030_MARK LOGO: CGS
 EL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0030+STABILITY: SURFACE MOTION
 EL0030
 EL0030  HISTORY     - Date     Condition        Report By
 EL0030  HISTORY     - 1934     MONUMENTED       CGS
 EL0030
 EL0030                          STATION DESCRIPTION
 EL0030
 EL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0030'AT CALVIN.
 EL0030'AT CALVIN, HUGHES COUNTY, 138 FEET WEST OF THE CHICAGO, ROCK
 EL0030'ISLAND AND PACIFIC RAILWAY STATION, 16.1 FEET SOUTH OF THE
 EL0030'CENTERLINE OF THE TRACK, 12.8 FEET SOUTHEAST OF A MAIL RACK, AND
 EL0030'0.6 FOOT WEST OF THE SOUTHWEST CORNER OF THE BRICK STATION
 EL0030'PLATFORM.  A STANDARD DISK, STAMPED P 150 1934 AND SET IN THE
 EL0030'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0105 ***********************************************************************
 EM0105  DESIGNATION -  P 151
 EM0105  PID         -  EM0105
 EM0105  STATE/COUNTY-  OK/TILLMAN
 EM0105  COUNTRY     -  US
 EM0105  USGS QUAD   -  GRANDFIELD (2018)
 EM0105
 EM0105                         *CURRENT SURVEY CONTROL
 EM0105  ______________________________________________________________________
 EM0105* NAD 83(1986) POSITION- 34 14 45.86   (N) 098 42 41.73   (W)   HD_HELD1
 EM0105* NAVD 88 ORTHO HEIGHT -   335.362 (meters)     1100.27  (feet) ADJUSTED
 EM0105  ______________________________________________________________________
 EM0105  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 EM0105  DYNAMIC HEIGHT  -        335.000 (meters)     1099.08  (feet) COMP
 EM0105  MODELED GRAVITY -    979,549.0   (mgal)                       NAVD 88
 EM0105
 EM0105  VERT ORDER      -  SECOND    CLASS 0
 EM0105
 EM0105.The horizontal coordinates were determined by differentially corrected
 EM0105.hand held GPS observations or other comparable positioning techniques
 EM0105.and have an estimated accuracy of +/- 3 meters.
 EM0105
 EM0105.The orthometric height was determined by differential leveling and
 EM0105.adjusted by the NATIONAL GEODETIC SURVEY
 EM0105.in June 1991.
 EM0105
 EM0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0105.GEOID18 height accuracy estimate available here.
 EM0105
 EM0105.Click photographs - Photos may exist for this station.
 EM0105
 EM0105.The dynamic height is computed by dividing the NAVD 88
 EM0105.geopotential number by the normal gravity value computed on the
 EM0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0105.degrees latitude (g = 980.6199 gals.).
 EM0105
 EM0105.The modeled gravity was interpolated from observed gravity values.
 EM0105
 EM0105;                    North         East    Units  Estimated Accuracy
 EM0105;SPC OK S     -   101,475.0     534,453.5     MT  (+/- 3 meters HH1 GPS) 
 EM0105
 EM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2655689478(NAD 83)
 EM0105
 EM0105                          SUPERSEDED SURVEY CONTROL
 EM0105
 EM0105  NGVD 29 (??/??/92)  335.247  (m)         1099.89   (f) ADJ UNCH    2 0
 EM0105
 EM0105.Superseded values are not recommended for survey control.
 EM0105
 EM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0105.See file dsdata.pdf to determine how the superseded data were derived.
 EM0105
 EM0105_MARKER: DB = BENCH MARK DISK
 EM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0105_STAMPING: P 151 1934
 EM0105_MARK LOGO: CGS
 EM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0105+STABILITY: SURFACE MOTION
 EM0105
 EM0105  HISTORY     - Date     Condition        Report By
 EM0105  HISTORY     - 1934     MONUMENTED       CGS
 EM0105  HISTORY     - 1963     GOOD             CGS
 EM0105  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0105
 EM0105                          STATION DESCRIPTION
 EM0105
 EM0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0105'1.9 MI NW FROM GRANDFIELD.
 EM0105'1.9 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM STATION.  163 FEET
 EM0105'NORTHWEST OF MILEPOST 29.  81 FEET SOUTH OF CENTERLINE OF 1ST CROSS
 EM0105'SECTION ROAD NORTHWEST OF LARGE OIL REFINERY.  76 FEET SOUTHEAST OF
 EM0105'TELE. POLE 7635.  67 FEET SOUTHEAST OF R/W FENCE CORNER.  27.4 FEET
 EM0105'NORTHEAST OF CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  1.9 FEET
 EM0105'SOUTHWEST OF R/W FENCE.
 EM0105
 EM0105                          STATION RECOVERY (1963)
 EM0105
 EM0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0105'RECOVERED IN GOOD CONDITION.
 EM0105
 EM0105                          STATION RECOVERY (1979)
 EM0105
 EM0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0067 ***********************************************************************
 EM0067  DESIGNATION -  P 152
 EM0067  PID         -  EM0067
 EM0067  STATE/COUNTY-  OK/COTTON
 EM0067  COUNTRY     -  US
 EM0067  USGS QUAD   -  WALTERS NE (2018)
 EM0067
 EM0067                         *CURRENT SURVEY CONTROL
 EM0067  ______________________________________________________________________
 EM0067* NAD 83(1986) POSITION- 34 24 42.     (N) 098 20 51.     (W)   SCALED
 EM0067* NAVD 88 ORTHO HEIGHT -   305.703 (meters)     1002.96  (feet) ADJUSTED
 EM0067  ______________________________________________________________________
 EM0067  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 EM0067  DYNAMIC HEIGHT  -        305.402 (meters)     1001.97  (feet) COMP
 EM0067  MODELED GRAVITY -    979,642.0   (mgal)                       NAVD 88
 EM0067
 EM0067  VERT ORDER      -  SECOND    CLASS 0
 EM0067
 EM0067.The horizontal coordinates were scaled from a map and have
 EM0067.an estimated accuracy of +/- 6 seconds.
 EM0067
 EM0067.The orthometric height was determined by differential leveling and
 EM0067.adjusted by the NATIONAL GEODETIC SURVEY
 EM0067.in June 1991.
 EM0067
 EM0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0067.GEOID18 height accuracy estimate available here.
 EM0067
 EM0067.Click photographs - Photos may exist for this station.
 EM0067
 EM0067.The dynamic height is computed by dividing the NAVD 88
 EM0067.geopotential number by the normal gravity value computed on the
 EM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0067.degrees latitude (g = 980.6199 gals.).
 EM0067
 EM0067.The modeled gravity was interpolated from observed gravity values.
 EM0067
 EM0067;                    North         East    Units  Estimated Accuracy
 EM0067;SPC OK S     -   119,670.      568,050.      MT  (+/- 180 meters Scaled)
 EM0067
 EM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND599079(NAD 83)
 EM0067
 EM0067                          SUPERSEDED SURVEY CONTROL
 EM0067
 EM0067  NGVD 29 (??/??/92)  305.636  (m)         1002.74   (f) ADJ UNCH    2 0
 EM0067
 EM0067.Superseded values are not recommended for survey control.
 EM0067
 EM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0067.See file dsdata.pdf to determine how the superseded data were derived.
 EM0067
 EM0067_MARKER: DB = BENCH MARK DISK
 EM0067_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0067_STAMPING: P 152 1934
 EM0067_MARK LOGO: CGS
 EM0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0067
 EM0067  HISTORY     - Date     Condition        Report By
 EM0067  HISTORY     - 1934     MONUMENTED       CGS
 EM0067  HISTORY     - 1963     GOOD             CGS
 EM0067  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0067
 EM0067                          STATION DESCRIPTION
 EM0067
 EM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0067'4.8 MI NW FROM WALTERS.
 EM0067'4.8 MILES NORTHWEST OF, FROM WATER TANK, ALONG C.R.I. AND P.RAILWAY
 EM0067'600 FEET SOUTH OF STEEL ROAD BRIDGE.  74 FEET NORTH OF CENTERLINE OF
 EM0067'CATTLE GUARD.  60 FEET SOUTHWEST OF R/W FENCE.  41.6 FEET EAST OF
 EM0067'CENTERLINE OF CROSS SECTION ROAD.  40 FEET NORTHEAST OF CENTERLINE OF
 EM0067'CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK.  8.2 FEET NORTHWEST OF
 EM0067'TELEGRAPH POLE.  1.7 FEET NORTHWEST OF FENCE.  TABLET SET IN PRECAST
 EM0067'CONCRETE POST.
 EM0067
 EM0067                          STATION RECOVERY (1963)
 EM0067
 EM0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0067'RECOVERED IN GOOD CONDITION.
 EM0067
 EM0067                          STATION RECOVERY (1987)
 EM0067
 EM0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0014 ***********************************************************************
 EM0014  DESIGNATION -  P 153
 EM0014  PID         -  EM0014
 EM0014  STATE/COUNTY-  OK/COMANCHE
 EM0014  COUNTRY     -  US
 EM0014  USGS QUAD   -  ELGIN (2018)
 EM0014
 EM0014                         *CURRENT SURVEY CONTROL
 EM0014  ______________________________________________________________________
 EM0014* NAD 83(1986) POSITION- 34 49 44.     (N) 098 22 09.     (W)   SCALED
 EM0014* NAVD 88 ORTHO HEIGHT -   370.942 (meters)     1217.00  (feet) ADJUSTED
 EM0014  ______________________________________________________________________
 EM0014  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 EM0014  DYNAMIC HEIGHT  -        370.562 (meters)     1215.75  (feet) COMP
 EM0014  MODELED GRAVITY -    979,599.5   (mgal)                       NAVD 88
 EM0014
 EM0014  VERT ORDER      -  SECOND    CLASS 0
 EM0014
 EM0014.The horizontal coordinates were scaled from a map and have
 EM0014.an estimated accuracy of +/- 6 seconds.
 EM0014
 EM0014.The orthometric height was determined by differential leveling and
 EM0014.adjusted by the NATIONAL GEODETIC SURVEY
 EM0014.in June 1991.
 EM0014
 EM0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0014.GEOID18 height accuracy estimate available here.
 EM0014
 EM0014.Click photographs - Photos may exist for this station.
 EM0014
 EM0014.The dynamic height is computed by dividing the NAVD 88
 EM0014.geopotential number by the normal gravity value computed on the
 EM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0014.degrees latitude (g = 980.6199 gals.).
 EM0014
 EM0014.The modeled gravity was interpolated from observed gravity values.
 EM0014
 EM0014;                    North         East    Units  Estimated Accuracy
 EM0014;SPC OK S     -   165,960.      566,230.      MT  (+/- 180 meters Scaled)
 EM0014
 EM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND576542(NAD 83)
 EM0014
 EM0014                          SUPERSEDED SURVEY CONTROL
 EM0014
 EM0014  NGVD 29 (??/??/92)  370.812  (m)         1216.57   (f) ADJ UNCH    2 0
 EM0014
 EM0014.Superseded values are not recommended for survey control.
 EM0014
 EM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0014.See file dsdata.pdf to determine how the superseded data were derived.
 EM0014
 EM0014_MARKER: DB = BENCH MARK DISK
 EM0014_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0014_STAMPING: P 153 1934
 EM0014_MARK LOGO: CGS
 EM0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0014
 EM0014  HISTORY     - Date     Condition        Report By
 EM0014  HISTORY     - 1934     MONUMENTED       CGS
 EM0014  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0014  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0014
 EM0014                          STATION DESCRIPTION
 EM0014
 EM0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0014'4.3 MI S FROM APACHE.
 EM0014'4.3 MILES SOUTH OF, ALONG C.R.I. AND P.RY, FROM STATION AT JOG IN R/W
 EM0014'FENCE.  1200 FEET SOUTH OF ROAD CROSSING.  521 FEET SOUTH OF M.P.
 EM0014'480-10.  51 FEET EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EM0014'PACIFIC R.R. TRACK.  48 FEET WEST OF R/W FENCE.  46 FEET SOUTH OF
 EM0014'SOUTHWEST FENCE CORNER.  35 FEET SOUTH OF CENTERLINE OF ROAD LEADING
 EM0014'EAST.  5 FEET BELOW TOP OF RAILS.  4.7 FEET EAST OF TELEGRAPH POLE.
 EM0014'TABLET SET IN PRECAST CONCRETE POST.  NOTE -- WATER COVERS BM.
 EM0014
 EM0014                          STATION RECOVERY (1963)
 EM0014
 EM0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0014'MARK NOT FOUND.
 EM0014
 EM0014                          STATION RECOVERY (1987)
 EM0014
 EM0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0204 ***********************************************************************
 EL0204  DESIGNATION -  P 156
 EL0204  PID         -  EL0204
 EL0204  STATE/COUNTY-  OK/JOHNSTON
 EL0204  COUNTRY     -  US
 EL0204  USGS QUAD   -  RAVIA (2018)
 EL0204
 EL0204                         *CURRENT SURVEY CONTROL
 EL0204  ______________________________________________________________________
 EL0204* NAD 83(1986) POSITION- 34 14 23.     (N) 096 45 16.     (W)   SCALED
 EL0204* NAVD 88 ORTHO HEIGHT -   228.205 (meters)      748.70  (feet) ADJUSTED
 EL0204  ______________________________________________________________________
 EL0204  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 EL0204  DYNAMIC HEIGHT  -        227.979 (meters)      747.96  (feet) COMP
 EL0204  MODELED GRAVITY -    979,638.5   (mgal)                       NAVD 88
 EL0204
 EL0204  VERT ORDER      -  SECOND    CLASS 0
 EL0204
 EL0204.The horizontal coordinates were scaled from a map and have
 EL0204.an estimated accuracy of +/- 6 seconds.
 EL0204
 EL0204.The orthometric height was determined by differential leveling and
 EL0204.adjusted by the NATIONAL GEODETIC SURVEY
 EL0204.in June 1991.
 EL0204
 EL0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0204.GEOID18 height accuracy estimate available here.
 EL0204
 EL0204.Click photographs - Photos may exist for this station.
 EL0204
 EL0204.The dynamic height is computed by dividing the NAVD 88
 EL0204.geopotential number by the normal gravity value computed on the
 EL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0204.degrees latitude (g = 980.6199 gals.).
 EL0204
 EL0204.The modeled gravity was interpolated from observed gravity values.
 EL0204
 EL0204;                    North         East    Units  Estimated Accuracy
 EL0204;SPC OK S     -   101,250.      714,740.      MT  (+/- 180 meters Scaled)
 EL0204
 EL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC068910(NAD 83)
 EL0204
 EL0204                          SUPERSEDED SURVEY CONTROL
 EL0204
 EL0204  NGVD 29 (??/??/92)  228.154  (m)          748.54   (f) ADJ UNCH    2 0
 EL0204
 EL0204.Superseded values are not recommended for survey control.
 EL0204
 EL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0204.See file dsdata.pdf to determine how the superseded data were derived.
 EL0204
 EL0204_MARKER: DB = BENCH MARK DISK
 EL0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0204_STAMPING: P 156 1934
 EL0204_MARK LOGO: CGS
 EL0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0204+STABILITY: SURFACE MOTION
 EL0204
 EL0204  HISTORY     - Date     Condition        Report By
 EL0204  HISTORY     - 1934     MONUMENTED       CGS
 EL0204
 EL0204                          STATION DESCRIPTION
 EL0204
 EL0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0204'AT RAVIA.
 EL0204'AT RAVIA, JOHNSTON COUNTY, 231 FEET SOUTH OF THE SOUTH END OF THE
 EL0204'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 136 FEET NORTHWEST OF
 EL0204'MILEPOST 592, 121 FEET NORTH OF THE SOUTH SWITCH OF THE SIDING,
 EL0204'8.1 FEET SOUTH OF THE SOUTH END OF THE STATION PLATFORM, AND
 EL0204'14.1 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 EL0204'DISK, STAMPED P 156 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0108 ***********************************************************************
 EL0108  DESIGNATION -  P 157
 EL0108  PID         -  EL0108
 EL0108  STATE/COUNTY-  OK/JOHNSTON
 EL0108  COUNTRY     -  US
 EL0108  USGS QUAD   -  WAPANUCKA NORTH (2018)
 EL0108
 EL0108                         *CURRENT SURVEY CONTROL
 EL0108  ______________________________________________________________________
 EL0108* NAD 83(1986) POSITION- 34 24 14.     (N) 096 24 30.     (W)   SCALED
 EL0108* NAVD 88 ORTHO HEIGHT -   177.895 (meters)      583.64  (feet) ADJUSTED
 EL0108  ______________________________________________________________________
 EL0108  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 EL0108  DYNAMIC HEIGHT  -        177.720 (meters)      583.07  (feet) COMP
 EL0108  MODELED GRAVITY -    979,644.4   (mgal)                       NAVD 88
 EL0108
 EL0108  VERT ORDER      -  SECOND    CLASS 0
 EL0108
 EL0108.The horizontal coordinates were scaled from a map and have
 EL0108.an estimated accuracy of +/- 6 seconds.
 EL0108
 EL0108.The orthometric height was determined by differential leveling and
 EL0108.adjusted by the NATIONAL GEODETIC SURVEY
 EL0108.in June 1991.
 EL0108
 EL0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0108.GEOID18 height accuracy estimate available here.
 EL0108
 EL0108.Click photographs - Photos may exist for this station.
 EL0108
 EL0108.The dynamic height is computed by dividing the NAVD 88
 EL0108.geopotential number by the normal gravity value computed on the
 EL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0108.degrees latitude (g = 980.6199 gals.).
 EL0108
 EL0108.The modeled gravity was interpolated from observed gravity values.
 EL0108
 EL0108;                    North         East    Units  Estimated Accuracy
 EL0108;SPC OK S     -   119,900.      746,330.      MT  (+/- 180 meters Scaled)
 EL0108
 EL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD382099(NAD 83)
 EL0108
 EL0108                          SUPERSEDED SURVEY CONTROL
 EL0108
 EL0108  NGVD 29 (??/??/92)  177.840  (m)          583.46   (f) ADJ UNCH    2 0
 EL0108
 EL0108.Superseded values are not recommended for survey control.
 EL0108
 EL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0108.See file dsdata.pdf to determine how the superseded data were derived.
 EL0108
 EL0108_MARKER: DB = BENCH MARK DISK
 EL0108_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0108_STAMPING: P 157 1934
 EL0108_MARK LOGO: CGS
 EL0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0108
 EL0108  HISTORY     - Date     Condition        Report By
 EL0108  HISTORY     - 1934     MONUMENTED       CGS
 EL0108
 EL0108                          STATION DESCRIPTION
 EL0108
 EL0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0108'2.3 MI NE FROM WAPANUCKA.
 EL0108'260 FEET EAST OF FIRST TELEGRAPH POLE SOUTHWEST OF M.P. 58-15,
 EL0108'117 FEET SOUTHEAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EL0108'PACIFIC R.R. TRACK, 23.7 FEET NORTHWEST OF GATE IN R/W FENCE,
 EL0108'15.6 FEET NORTH OF CENTERLINE OF CROSS ROAD, 11.7 FEET EAST OF
 EL0108'HICKORY TREE 1.4 FEET IN DIAMETER AT BASE, 11.5 FEET NORTHWEST
 EL0108'OF OSAGE ORANGE TREE 1.9 FT. IN DIAMETER AT BASE, 3.5 FEET
 EL0108'BELOW TOP OF RAILS.  TABLET SET PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0118 ***********************************************************************
 EL0118  DESIGNATION -  P 158
 EL0118  PID         -  EL0118
 EL0118  STATE/COUNTY-  OK/ATOKA
 EL0118  COUNTRY     -  US
 EL0118  USGS QUAD   -  BRUNO (2019)
 EL0118
 EL0118                         *CURRENT SURVEY CONTROL
 EL0118  ______________________________________________________________________
 EL0118* NAD 83(1986) POSITION- 34 19 33.88   (N) 096 02 41.19   (W)   HD_HELD1
 EL0118* NAVD 88 ORTHO HEIGHT -   178.245 (meters)      584.79  (feet) ADJUSTED
 EL0118  ______________________________________________________________________
 EL0118  GEOID HEIGHT    -        -28.461 (meters)                     GEOID18
 EL0118  DYNAMIC HEIGHT  -        178.059 (meters)      584.18  (feet) COMP
 EL0118  MODELED GRAVITY -    979,593.8   (mgal)                       NAVD 88
 EL0118
 EL0118  VERT ORDER      -  SECOND    CLASS 0
 EL0118
 EL0118.The horizontal coordinates were determined by differentially corrected
 EL0118.hand held GPS observations or other comparable positioning techniques
 EL0118.and have an estimated accuracy of +/- 3 meters.
 EL0118
 EL0118.The orthometric height was determined by differential leveling and
 EL0118.adjusted by the NATIONAL GEODETIC SURVEY
 EL0118.in June 1991.
 EL0118
 EL0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0118.GEOID18 height accuracy estimate available here.
 EL0118
 EL0118.Click photographs - Photos may exist for this station.
 EL0118
 EL0118.The dynamic height is computed by dividing the NAVD 88
 EL0118.geopotential number by the normal gravity value computed on the
 EL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0118.degrees latitude (g = 980.6199 gals.).
 EL0118
 EL0118.The modeled gravity was interpolated from observed gravity values.
 EL0118
 EL0118;                    North         East    Units  Estimated Accuracy
 EL0118;SPC OK S     -   111,860.9     779,919.0     MT  (+/- 3 meters HH1 GPS) 
 EL0118
 EL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7190502268(NAD 83)
 EL0118
 EL0118                          SUPERSEDED SURVEY CONTROL
 EL0118
 EL0118  NGVD 29 (??/??/92)  178.165  (m)          584.53   (f) ADJ UNCH    2 0
 EL0118
 EL0118.Superseded values are not recommended for survey control.
 EL0118
 EL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0118.See file dsdata.pdf to determine how the superseded data were derived.
 EL0118
 EL0118_MARKER: DB = BENCH MARK DISK
 EL0118_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0118_STAMPING: P 158 1934
 EL0118_MARK LOGO: CGS
 EL0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0118
 EL0118  HISTORY     - Date     Condition        Report By
 EL0118  HISTORY     - 1934     MONUMENTED       CGS
 EL0118
 EL0118                          STATION DESCRIPTION
 EL0118
 EL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0118'3.7 MI NW FROM LANE.
 EL0118'3.7 MILES NORTHWEST OF LANE POST OFFICE, ALONG ST. HWY. 19.
 EL0118'ABOUT 0.3 MILE NORTHWEST OF SAW MILL ON NORTHWEST RIM OF DRAW,
 EL0118'50 FEET SOUTHWEST OF CENTERLINE OF ST. HWY. 19, 2 FEET EAST
 EL0118'OF ROW OF TREES, 2 FEET SOUTHEAST OF FENCE CORNER.  TABLET
 EL0118'SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0628 ***********************************************************************
 EK0628  DESIGNATION -  P 159
 EK0628  PID         -  EK0628
 EK0628  STATE/COUNTY-  OK/PITTSBURG
 EK0628  COUNTRY     -  US
 EK0628  USGS QUAD   -  HARTSHORNE SW (2018)
 EK0628
 EK0628                         *CURRENT SURVEY CONTROL
 EK0628  ______________________________________________________________________
 EK0628* NAD 83(1986) POSITION- 34 47 04.     (N) 095 42 45.     (W)   SCALED
 EK0628* NAVD 88 ORTHO HEIGHT -   202.312 (meters)      663.75  (feet) ADJUSTED
 EK0628  ______________________________________________________________________
 EK0628  GEOID HEIGHT    -        -30.291 (meters)                     GEOID18
 EK0628  DYNAMIC HEIGHT  -        202.103 (meters)      663.07  (feet) COMP
 EK0628  MODELED GRAVITY -    979,598.6   (mgal)                       NAVD 88
 EK0628
 EK0628  VERT ORDER      -  SECOND    CLASS 0
 EK0628
 EK0628.The horizontal coordinates were scaled from a map and have
 EK0628.an estimated accuracy of +/- 6 seconds.
 EK0628
 EK0628.The orthometric height was determined by differential leveling and
 EK0628.adjusted by the NATIONAL GEODETIC SURVEY
 EK0628.in June 1991.
 EK0628
 EK0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0628.GEOID18 height accuracy estimate available here.
 EK0628
 EK0628.Click photographs - Photos may exist for this station.
 EK0628
 EK0628.The dynamic height is computed by dividing the NAVD 88
 EK0628.geopotential number by the normal gravity value computed on the
 EK0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0628.degrees latitude (g = 980.6199 gals.).
 EK0628
 EK0628.The modeled gravity was interpolated from observed gravity values.
 EK0628
 EK0628;                    North         East    Units  Estimated Accuracy
 EK0628;SPC OK S     -   163,340.      809,340.      MT  (+/- 180 meters Scaled)
 EK0628
 EK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU517524(NAD 83)
 EK0628
 EK0628                          SUPERSEDED SURVEY CONTROL
 EK0628
 EK0628  NGVD 29 (??/??/92)  202.207  (m)          663.41   (f) ADJ UNCH    2 0
 EK0628
 EK0628.Superseded values are not recommended for survey control.
 EK0628
 EK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0628.See file dsdata.pdf to determine how the superseded data were derived.
 EK0628
 EK0628_MARKER: DB = BENCH MARK DISK
 EK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0628_STAMPING: P 159 1934
 EK0628_MARK LOGO: CGS
 EK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0628+STABILITY: SURFACE MOTION
 EK0628
 EK0628  HISTORY     - Date     Condition        Report By
 EK0628  HISTORY     - 1934     MONUMENTED       CGS
 EK0628
 EK0628                          STATION DESCRIPTION
 EK0628
 EK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0628'4.2 MI NE FROM BLANCO.
 EK0628'ABOUT 4.2 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0628'PACIFIC RAILWAY FROM THE STATION AT BLANCO, PITTSBURG COUNTY,
 EK0628'84 FEET SOUTHEAST OF THE SECOND POLE EAST OF MILEPOST 8+25, IN THE
 EK0628'NORTH HEAD WALL OF A SANDSTONE CULVERT, 11.7 FEET NORTH OF THE
 EK0628'CENTER LINE OF THE TRACK, 39 FEET SOUTH OF THE RIGHT-OF-WAY
 EK0628'FENCE, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 EK0628'STANDARD DISK, STAMPED P 159 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0613 ***********************************************************************
 EK0613  CBN         -  This is a Cooperative Base Network Control Station.
 EK0613  DESIGNATION -  P 16 RESET
 EK0613  PID         -  EK0613
 EK0613  STATE/COUNTY-  OK/PITTSBURG
 EK0613  COUNTRY     -  US
 EK0613  USGS QUAD   -  MCALESTER (2018)
 EK0613
 EK0613                         *CURRENT SURVEY CONTROL
 EK0613  ______________________________________________________________________
 EK0613* NAD 83(2011) POSITION- 34 55 55.00414(N) 095 46 13.80206(W)   ADJUSTED
 EK0613* NAD 83(2011) ELLIP HT-   189.445 (meters)        (06/27/12)   ADJUSTED
 EK0613* NAD 83(2011) EPOCH   -  2010.00
 EK0613* NAVD 88 ORTHO HEIGHT -   219.46  (meters)      720.0   (feet) RESET
 EK0613  ______________________________________________________________________
 EK0613  GEOID HEIGHT    -        -30.020 (meters)                     GEOID18
 EK0613  NAD 83(2011) X  -   -526,338.986 (meters)                     COMP
 EK0613  NAD 83(2011) Y  - -5,208,381.613 (meters)                     COMP
 EK0613  NAD 83(2011) Z  -  3,631,788.257 (meters)                     COMP
 EK0613  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 EK0613  VERT ORDER      -  THIRD
 EK0613
 EK0613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0613  Standards:
 EK0613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0613  -------------------------------------------------------------------
 EK0613  NETWORK    1.23   3.27           0.56   0.43   1.67      0.01368257
 EK0613  -------------------------------------------------------------------
 EK0613  Click here for local accuracies and other accuracy information.
 EK0613
 EK0613.The horizontal coordinates were established by GPS observations
 EK0613.and adjusted by the National Geodetic Survey in June 2012.
 EK0613
 EK0613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0613.been affixed to the stable North American tectonic plate. See 
 EK0613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0613
 EK0613.The horizontal coordinates are valid at the epoch date displayed above
 EK0613.which is a decimal equivalence of Year/Month/Day.
 EK0613
 EK0613.The orthometric height was computed from unverified reset data.
 EK0613
 EK0613.No vertical observational check was made to the station.
 EK0613
 EK0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0613.GEOID18 height accuracy estimate available here.
 EK0613
 EK0613.Click photographs - Photos may exist for this station.
 EK0613
 EK0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0613
 EK0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0613
 EK0613.The ellipsoidal height was determined by GPS observations
 EK0613.and is referenced to NAD 83.
 EK0613
 EK0613. The following values were computed from the NAD 83(2011) position.
 EK0613
 EK0613;                    North         East     Units Scale Factor Converg.
 EK0613;SPC OK S     -   179,574.901   803,669.418   MT  0.99995430   +1 15 55.8
 EK0613;SPC OK S     -   589,155.32  2,636,705.42   sFT  0.99995430   +1 15 55.8
 EK0613;UTM  15      - 3,869,001.038   246,943.879   MT  1.00038932   -1 35 14.1
 EK0613
 EK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0613!SPC OK S     -   0.99997026  x   0.99995430  =   0.99992457
 EK0613!UTM  15      -   0.99997026  x   1.00038932  =   1.00035957
 EK0613
 EK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4694369001(NAD 83)
 EK0613
 EK0613                          SUPERSEDED SURVEY CONTROL
 EK0613
 EK0613  NAD 83(2007)-  34 55 55.00407(N)    095 46 13.80279(W) AD(2002.00) 0
 EK0613  ELLIP H (02/10/07)  189.463  (m)                       GP(2002.00)    
 EK0613  ELLIP H (04/16/01)  189.447  (m)                       GP(       ) 4 2
 EK0613  NAD 83(1993)-  34 55 55.00417(N)    095 46 13.80259(W) AD(       ) B
 EK0613  ELLIP H (05/09/94)  189.549  (m)                       GP(       ) 4 2
 EK0613  NAVD 88 (03/07/02)  219.5    (m)  GEOID99  model used  GPS OBS        
 EK0613  NAVD 88 (07/24/98)  219.5    (m)  GEOID96  model used  GPS OBS        
 EK0613  NAVD 88 (01/13/95)  219.5    (m)  UNKNOWN  model used  GPS OBS        
 EK0613  NAVD 88 (05/09/94)  219.5    (m)  GEOID93  model used  GPS OBS        
 EK0613
 EK0613.Superseded values are not recommended for survey control.
 EK0613
 EK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0613.See file dsdata.pdf to determine how the superseded data were derived.
 EK0613
 EK0613_MARKER: DB = BENCH MARK DISK
 EK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0613_STAMPING: P 16 RESET 1968
 EK0613_MARK LOGO: CGS
 EK0613_PROJECTION: FLUSH
 EK0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0613+STABILITY: SURFACE MOTION
 EK0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0613+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2018
 EK0613
 EK0613  HISTORY     - Date     Condition        Report By
 EK0613  HISTORY     - 1968     MONUMENTED       CGS
 EK0613  HISTORY     - 19930504 GOOD             NGS
 EK0613  HISTORY     - 20010523 GOOD             MSAM
 EK0613  HISTORY     - 20070104 GOOD             INDIV
 EK0613  HISTORY     - 20101107 GOOD             GEOCAC
 EK0613  HISTORY     - 20181227 GOOD             ISSACS
 EK0613
 EK0613                          STATION DESCRIPTION
 EK0613
 EK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EK0613'AT MC ALESTER.
 EK0613'ABOUT 80 PACES SOUTHWEST OF THE INTERSECTION OF MAIN AND CHOCTAW
 EK0613'STREETS IN MC ALESTER, 80 PACES WEST OF MAIN STREET (BUSINESS 69),
 EK0613'80 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLD RAILROAD
 EK0613'DEPOT WHICH WILL BE DEMOLISHED, 39 FEET NORTHWEST OF THE
 EK0613'INTERSECTION OF THE CROSSING OF THE MISSOURI-KANSAS AND TEXAS
 EK0613'AND THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROADS, 35 FEET
 EK0613'SOUTHWEST OF SIGNAL NO. 5658, 22.5 FEET NORTH OF THE NORTH
 EK0613'RAIL.  22 FEET WEST OF THE WEST RAIL, CEMENTED IN A DRILL HOLE
 EK0613'IN A 2 FT BY 2 1/2 FT CONCRETE FOUNDATION WHICH WAS USED FOR AN
 EK0613'OLD RAILROAD SIGNAL AND THE FOUNDATION PROJECTS 2 INCHES ABOVE
 EK0613'THE SURFACE OF THE GROUND.
 EK0613
 EK0613                          STATION RECOVERY (1993)
 EK0613
 EK0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EK0613'THE STATION IS LOCATED IN THE CITY OF MCALESTER IN A FLAT GRAVEL AREA
 EK0613'IN THE NORTHWEST QUADRANT OF THE JUNCTION OF TWO RAILROADS JUST WEST
 EK0613'OF A LARGE PARKING AREA AND IN THE SOUTHWEST QUADRANT OF THE JUNCTION
 EK0613'OF U.S. HIGHWAYS 270 AND BUSINESS 69.  OWNERSHIP--CHICAGO ROCK ISLAND
 EK0613'AND PACIFIC RAILROAD.
 EK0613'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 (CARL ALBERT PARKWAY)
 EK0613'AND BUSINESS HIGHWAY 69 (WEST MAIN) IN DOWNTOWN MCALESTER, GO SOUTH
 EK0613'ON BUSINESS HIGHWAY 69 FOR 0.12 KM (0.05 MI) TO THE T-INTERSECTION OF
 EK0613'CHOCTAW AVENUE ON THE LEFT AND THE ENTRANCE TO A PARKING LOT ON THE
 EK0613'RIGHT.  TURN RIGHT, WEST, INTO THE PARKING LOT FOR 25 M (82.0 FT) TO
 EK0613'THE WEST SIDE OF THE PARKING LOT.  TURN LEFT, SOUTH, ALONG THE WEST
 EK0613'SIDE OF THE PARKING LOT FOR 25 M (82.0 FT) TO THE STATION ON THE
 EK0613'RIGHT.
 EK0613'THE STATION IS SET IN THE TOP OF A 0.8 M (2.6 FT) X 0.5 M (1.6 FT)
 EK0613'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE PARKING LOT, 30.7 M
 EK0613'(100.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A 5.0 X 5.0 M
 EK0613'(16.4 FT) SQUARE CONCRETE LOADING DOCK PROJECTING 1 M (3.3 FT) , 11.8
 EK0613'M (38.7 FT) NORTH FROM THE NORTH RAIL OF THE EAST-WEST RAILROAD
 EK0613'TRACK, AND 6.7 M (22.0 FT) WEST FROM THE WEST RAIL OF THE NORTH-SOUTH
 EK0613'RAILROAD TRACK.
 EK0613'DESCRIBED BY D.G. AUG
 EK0613
 EK0613                          STATION RECOVERY (2001)
 EK0613
 EK0613'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 EK0613'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 EK0613'RECOVERED AS DESCRIBED.
 EK0613
 EK0613                          STATION RECOVERY (2007)
 EK0613
 EK0613'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TLB)
 EK0613'P16 RESET AT MCALESTER,OKLA.
 EK0613
 EK0613                          STATION RECOVERY (2010)
 EK0613
 EK0613'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0613'RECOVERED IN GOOD CONDITION.
 EK0613
 EK0613                          STATION RECOVERY (2018)
 EK0613
 EK0613'RECOVERY NOTE BY THE ISSACS GROUP 2018 (CAS)
 EK0613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0562 ***********************************************************************
 FH0562  DESIGNATION -  P 161
 FH0562  PID         -  FH0562
 FH0562  STATE/COUNTY-  OK/MUSKOGEE
 FH0562  COUNTRY     -  US
 FH0562  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0562
 FH0562                         *CURRENT SURVEY CONTROL
 FH0562  ______________________________________________________________________
 FH0562* NAD 83(1986) POSITION- 35 43 34.     (N) 095 21 58.     (W)   SCALED
 FH0562* NAVD 88 ORTHO HEIGHT -   169.649 (meters)      556.59  (feet) ADJUSTED
 FH0562  ______________________________________________________________________
 FH0562  GEOID HEIGHT    -        -29.484 (meters)                     GEOID18
 FH0562  DYNAMIC HEIGHT  -        169.495 (meters)      556.08  (feet) COMP
 FH0562  MODELED GRAVITY -    979,723.8   (mgal)                       NAVD 88
 FH0562
 FH0562  VERT ORDER      -  SECOND    CLASS 0
 FH0562
 FH0562.The horizontal coordinates were scaled from a map and have
 FH0562.an estimated accuracy of +/- 6 seconds.
 FH0562
 FH0562.The orthometric height was determined by differential leveling and
 FH0562.adjusted by the NATIONAL GEODETIC SURVEY
 FH0562.in June 1991.
 FH0562
 FH0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0562.GEOID18 height accuracy estimate available here.
 FH0562
 FH0562.Click photographs - Photos may exist for this station.
 FH0562
 FH0562.The dynamic height is computed by dividing the NAVD 88
 FH0562.geopotential number by the normal gravity value computed on the
 FH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0562.degrees latitude (g = 980.6199 gals.).
 FH0562
 FH0562.The modeled gravity was interpolated from observed gravity values.
 FH0562
 FH0562;                    North         East    Units  Estimated Accuracy
 FH0562;SPC OK N     -    83,800.      838,260.      MT  (+/- 180 meters Scaled)
 FH0562
 FH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV859561(NAD 83)
 FH0562
 FH0562                          SUPERSEDED SURVEY CONTROL
 FH0562
 FH0562  NGVD 29 (??/??/92)  169.538  (m)          556.23   (f) ADJ UNCH    2 0
 FH0562
 FH0562.Superseded values are not recommended for survey control.
 FH0562
 FH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0562.See file dsdata.pdf to determine how the superseded data were derived.
 FH0562
 FH0562_MARKER: DB = BENCH MARK DISK
 FH0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0562_SP_SET: BRIDGE
 FH0562_STAMPING: P 161 1934
 FH0562_MARK LOGO: CGS
 FH0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0562
 FH0562  HISTORY     - Date     Condition        Report By
 FH0562  HISTORY     - 1934     MONUMENTED       CGS
 FH0562  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0562
 FH0562                          STATION DESCRIPTION
 FH0562
 FH0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0562'2.1 MI S FROM MUSKOGEE.
 FH0562'2.1 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0562'STATION AT MUSKOGEE, MUSKOGEE COUNTY, ABOUT 1400 FEET NORTHWEST
 FH0562'OF MILEPOST 95, ABOUT 2100 FEET NORTH OF A CONCRETE BRIDGE,
 FH0562'ABOUT 200 FEET NORTH OF THE NORTH END OF A FILL, 92.5 FEET
 FH0562'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 22.3 FEET WEST
 FH0562'OF A TELEPHONE POLE.  NOTE-- IT APPEARS THAT THIS MARK MAY
 FH0562'HAVE BEEN DESTROYED.  THERE ARE SEVERAL SIDINGS AT THE DESCRIBED
 FH0562'LOCATION AND THEY WERE NOT MENTIONED IN THE ORIGINAL
 FH0562'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0253 ***********************************************************************
 GG0253  DESIGNATION -  P 163
 GG0253  PID         -  GG0253
 GG0253  STATE/COUNTY-  OK/OTTAWA
 GG0253  COUNTRY     -  US
 GG0253  USGS QUAD   -  VINITA NE (2019)
 GG0253
 GG0253                         *CURRENT SURVEY CONTROL
 GG0253  ______________________________________________________________________
 GG0253* NAD 83(1986) POSITION- 36 40 42.     (N) 095 00 00.     (W)   SCALED
 GG0253* NAVD 88 ORTHO HEIGHT -   237.915 (meters)      780.56  (feet) ADJUSTED
 GG0253  ______________________________________________________________________
 GG0253  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 GG0253  DYNAMIC HEIGHT  -        237.717 (meters)      779.91  (feet) COMP
 GG0253  MODELED GRAVITY -    979,795.1   (mgal)                       NAVD 88
 GG0253
 GG0253  VERT ORDER      -  SECOND    CLASS 0
 GG0253
 GG0253.The horizontal coordinates were scaled from a map and have
 GG0253.an estimated accuracy of +/- 6 seconds.
 GG0253
 GG0253.The orthometric height was determined by differential leveling and
 GG0253.adjusted by the NATIONAL GEODETIC SURVEY
 GG0253.in June 1991.
 GG0253
 GG0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0253.GEOID18 height accuracy estimate available here.
 GG0253
 GG0253.Click photographs - Photos may exist for this station.
 GG0253
 GG0253.The dynamic height is computed by dividing the NAVD 88
 GG0253.geopotential number by the normal gravity value computed on the
 GG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0253.degrees latitude (g = 980.6199 gals.).
 GG0253
 GG0253.The modeled gravity was interpolated from observed gravity values.
 GG0253
 GG0253;                    North         East    Units  Estimated Accuracy
 GG0253;SPC OK N     -   190,360.      868,110.      MT  (+/- 180 meters Scaled)
 GG0253
 GG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA212610(NAD 83)
 GG0253
 GG0253                          SUPERSEDED SURVEY CONTROL
 GG0253
 GG0253  NGVD 29 (??/??/92)  237.804  (m)          780.20   (f) ADJ UNCH    2 0
 GG0253
 GG0253.Superseded values are not recommended for survey control.
 GG0253
 GG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0253.See file dsdata.pdf to determine how the superseded data were derived.
 GG0253
 GG0253_MARKER: DB = BENCH MARK DISK
 GG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0253_STAMPING: P 163 1934
 GG0253_MARK LOGO: CGS
 GG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0253+STABILITY: SURFACE MOTION
 GG0253
 GG0253  HISTORY     - Date     Condition        Report By
 GG0253  HISTORY     - 1934     MONUMENTED       CGS
 GG0253  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0253
 GG0253                          STATION DESCRIPTION
 GG0253
 GG0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0253'2.3 MI SW FROM AFTON.
 GG0253'2.3 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0253'FROM THE STATION AT AFTON, OTTAWA COUNTY, 300 FEET WEST OF POLE
 GG0253'350+10, 350 FEET NORTHEAST OF SEMAPHORE 350.5, 115 FEET NORTHWEST
 GG0253'OF THE NORTHWEST END OF A CONCRETE PIPE CULVERT, 99 FEET
 GG0253'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 9.3 FEET NORTHWEST
 GG0253'OF A POLE.  A STANDARD DISK, STAMPED P 163 1934 AND SET IN THE
 GG0253'TOP OF A CONCRETE POST.
 GG0253
 GG0253                          STATION RECOVERY (1989)
 GG0253
 GG0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0415 ***********************************************************************
 FH0415  DESIGNATION -  P 164
 FH0415  PID         -  FH0415
 FH0415  STATE/COUNTY-  OK/CHEROKEE
 FH0415  COUNTRY     -  US
 FH0415  USGS QUAD   -  TAHLEQUAH (2019)
 FH0415
 FH0415                         *CURRENT SURVEY CONTROL
 FH0415  ______________________________________________________________________
 FH0415* NAD 83(1986) POSITION- 35 53 41.32   (N) 094 59 46.66   (W)   HD_HELD1
 FH0415* NAVD 88 ORTHO HEIGHT -   233.794 (meters)      767.04  (feet) ADJUSTED
 FH0415  ______________________________________________________________________
 FH0415  GEOID HEIGHT    -        -29.048 (meters)                     GEOID18
 FH0415  DYNAMIC HEIGHT  -        233.584 (meters)      766.35  (feet) COMP
 FH0415  MODELED GRAVITY -    979,727.3   (mgal)                       NAVD 88
 FH0415
 FH0415  VERT ORDER      -  SECOND    CLASS 0
 FH0415
 FH0415.The horizontal coordinates were determined by differentially corrected
 FH0415.hand held GPS observations or other comparable positioning techniques
 FH0415.and have an estimated accuracy of +/- 3 meters.
 FH0415
 FH0415.The orthometric height was determined by differential leveling and
 FH0415.adjusted by the NATIONAL GEODETIC SURVEY
 FH0415.in June 1991.
 FH0415
 FH0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0415.GEOID18 height accuracy estimate available here.
 FH0415
 FH0415.Click photographs - Photos may exist for this station.
 FH0415
 FH0415.The dynamic height is computed by dividing the NAVD 88
 FH0415.geopotential number by the normal gravity value computed on the
 FH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0415.degrees latitude (g = 980.6199 gals.).
 FH0415
 FH0415.The modeled gravity was interpolated from observed gravity values.
 FH0415
 FH0415;                    North         East    Units  Estimated Accuracy
 FH0415;SPC OK N     -   103,476.0     871,129.4     MT  (+/- 3 meters HH1 GPS) 
 FH0415
 FH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1982874122(NAD 83)
 FH0415
 FH0415                          SUPERSEDED SURVEY CONTROL
 FH0415
 FH0415  NGVD 29 (??/??/92)  233.658  (m)          766.59   (f) ADJ UNCH    2 0
 FH0415
 FH0415.Superseded values are not recommended for survey control.
 FH0415
 FH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0415.See file dsdata.pdf to determine how the superseded data were derived.
 FH0415
 FH0415_MARKER: DB = BENCH MARK DISK
 FH0415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0415_SP_SET: CULVERT HEADWALL
 FH0415_STAMPING: P 164 1934
 FH0415_MARK LOGO: CGS
 FH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0415+STABILITY: SURFACE MOTION
 FH0415
 FH0415  HISTORY     - Date     Condition        Report By
 FH0415  HISTORY     - 1934     MONUMENTED       CGS
 FH0415  HISTORY     - 1960     GOOD             CGS
 FH0415
 FH0415                          STATION DESCRIPTION
 FH0415
 FH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0415'2.1 MI S FROM TAHLEQUAH.
 FH0415'2.1 MILES SOUTH OF, ALONG S.L. AND S.F.RY. FROM STATION 360
 FH0415'FEET WEST OF M.P. 418-25, 17.2 FEET SOUTH OF CENTERLINE OF
 FH0415'ST. LOUIS AND SAN FRANCISCO RY, 4.5 FEET BELOW LEVEL OF RAILWAY
 FH0415'TRACK, .7 FEET WEST OF EAST END OF HEADWALL, BRONZE TABLET
 FH0415'SET HORIZONTALLY IN EAST END OF CONCRETE HEADWALL TO CONCRETE
 FH0415'CULVERT UNDER RAILWAY, BUILT IN 1914.  NOTE-- THIS MARK RECOVERED
 FH0415'IN A CULVERT ON THE OLD ABANDONED RAILROAD GRADE.  THE DISTANCE
 FH0415'FROM TAHLEQUAH WAS GIVEN AS DISTANCE BY RAIL BUT THE MARK IS
 FH0415'ONLY ABOUT 1 MILE SOUTH OF TOWN.  IT IS ABOUT 1/2 MILE WEST
 FH0415'AND 0.3 MILE SOUTH OF THE NORTHEAST CORNER OF SEC. 5, T., 16 N.,
 FH0415'R. 22 E. AND IS TO SOUTH OF SOME FARM BUILDING.
 FH0415
 FH0415                          STATION RECOVERY (1960)
 FH0415
 FH0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0445 ***********************************************************************
 EK0445  DESIGNATION -  P 166
 EK0445  PID         -  EK0445
 EK0445  STATE/COUNTY-  OK/LATIMER
 EK0445  COUNTRY     -  US
 EK0445  USGS QUAD   -  WILBURTON (2018)
 EK0445
 EK0445                         *CURRENT SURVEY CONTROL
 EK0445  ______________________________________________________________________
 EK0445* NAD 83(1986) POSITION- 34 53 49.     (N) 095 20 57.     (W)   SCALED
 EK0445* NAVD 88 ORTHO HEIGHT -   202.910 (meters)      665.71  (feet) ADJUSTED
 EK0445  ______________________________________________________________________
 EK0445  GEOID HEIGHT    -        -31.150 (meters)                     GEOID18
 EK0445  DYNAMIC HEIGHT  -        202.701 (meters)      665.03  (feet) COMP
 EK0445  MODELED GRAVITY -    979,599.7   (mgal)                       NAVD 88
 EK0445
 EK0445  VERT ORDER      -  SECOND    CLASS 0
 EK0445
 EK0445.The horizontal coordinates were scaled from a map and have
 EK0445.an estimated accuracy of +/- 6 seconds.
 EK0445
 EK0445.The orthometric height was determined by differential leveling and
 EK0445.adjusted by the NATIONAL GEODETIC SURVEY
 EK0445.in June 1991.
 EK0445
 EK0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0445.GEOID18 height accuracy estimate available here.
 EK0445
 EK0445.Click photographs - Photos may exist for this station.
 EK0445
 EK0445.The dynamic height is computed by dividing the NAVD 88
 EK0445.geopotential number by the normal gravity value computed on the
 EK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0445.degrees latitude (g = 980.6199 gals.).
 EK0445
 EK0445.The modeled gravity was interpolated from observed gravity values.
 EK0445
 EK0445;                    North         East    Units  Estimated Accuracy
 EK0445;SPC OK S     -   176,620.      842,250.      MT  (+/- 180 meters Scaled)
 EK0445
 EK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU853641(NAD 83)
 EK0445
 EK0445                          SUPERSEDED SURVEY CONTROL
 EK0445
 EK0445  NGVD 29 (??/??/92)  202.795  (m)          665.34   (f) ADJ UNCH    2 0
 EK0445
 EK0445.Superseded values are not recommended for survey control.
 EK0445
 EK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0445.See file dsdata.pdf to determine how the superseded data were derived.
 EK0445
 EK0445_MARKER: DB = BENCH MARK DISK
 EK0445_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0445_STAMPING: P 166 1934
 EK0445_MARK LOGO: CGS
 EK0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0445
 EK0445  HISTORY     - Date     Condition        Report By
 EK0445  HISTORY     - 1934     MONUMENTED       CGS
 EK0445  HISTORY     - 1971     MARK NOT FOUND   NGS
 EK0445
 EK0445                          STATION DESCRIPTION
 EK0445
 EK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0445'3.3 MI SW FROM WILBURTON.
 EK0445'ABOUT 3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0445'PACIFIC RAILWAY FROM THE CITY HALL AT WILBURTON, LATIMER COUNTY,
 EK0445'ABOUT 2 POLES WEST OF MILEPOST 339+10, AT A ROAD CROSSING, 23
 EK0445'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 50 FEET SOUTH OF
 EK0445'THE CENTER LINE OF THE TRACK, AND 2 FEET EAST OF A RIGHT-OF-WAY
 EK0445'FENCE CORNER.  A STANDARD DISK, STAMPED P 166 1934 AND SET IN THE
 EK0445'TOP OF A CONCRETE POST.
 EK0445
 EK0445                          STATION RECOVERY (1971)
 EK0445
 EK0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EK0445'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0351 ***********************************************************************
 EK0351  DESIGNATION -  P 167
 EK0351  PID         -  EK0351
 EK0351  STATE/COUNTY-  OK/LE FLORE
 EK0351  COUNTRY     -  US
 EK0351  USGS QUAD   -  PAGE (2018)
 EK0351
 EK0351                         *CURRENT SURVEY CONTROL
 EK0351  ______________________________________________________________________
 EK0351* NAD 83(1986) POSITION- 34 42 45.     (N) 094 32 58.     (W)   SCALED
 EK0351* NAVD 88 ORTHO HEIGHT -   279.808 (meters)      918.00  (feet) ADJUSTED
 EK0351  ______________________________________________________________________
 EK0351  GEOID HEIGHT    -        -31.260 (meters)                     GEOID18
 EK0351  DYNAMIC HEIGHT  -        279.505 (meters)      917.01  (feet) COMP
 EK0351  MODELED GRAVITY -    979,546.9   (mgal)                       NAVD 88
 EK0351
 EK0351  VERT ORDER      -  SECOND    CLASS 0
 EK0351
 EK0351.The horizontal coordinates were scaled from a map and have
 EK0351.an estimated accuracy of +/- 6 seconds.
 EK0351
 EK0351.The orthometric height was determined by differential leveling and
 EK0351.adjusted by the NATIONAL GEODETIC SURVEY
 EK0351.in June 1991.
 EK0351
 EK0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0351.GEOID18 height accuracy estimate available here.
 EK0351
 EK0351.Click photographs - Photos may exist for this station.
 EK0351
 EK0351.The dynamic height is computed by dividing the NAVD 88
 EK0351.geopotential number by the normal gravity value computed on the
 EK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0351.degrees latitude (g = 980.6199 gals.).
 EK0351
 EK0351.The modeled gravity was interpolated from observed gravity values.
 EK0351
 EK0351;                    North         East    Units  Estimated Accuracy
 EK0351;SPC OK S     -   158,380.      916,010.      MT  (+/- 180 meters Scaled)
 EK0351
 EK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU581422(NAD 83)
 EK0351
 EK0351                          SUPERSEDED SURVEY CONTROL
 EK0351
 EK0351  NGVD 29 (??/??/92)  279.696  (m)          917.64   (f) ADJ UNCH    2 0
 EK0351
 EK0351.Superseded values are not recommended for survey control.
 EK0351
 EK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0351.See file dsdata.pdf to determine how the superseded data were derived.
 EK0351
 EK0351_MARKER: DB = BENCH MARK DISK
 EK0351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0351_STAMPING: P 167 1934
 EK0351_MARK LOGO: CGS
 EK0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0351
 EK0351  HISTORY     - Date     Condition        Report By
 EK0351  HISTORY     - 1934     MONUMENTED       CGS
 EK0351  HISTORY     - 1959     GOOD             CGS
 EK0351
 EK0351                          STATION DESCRIPTION
 EK0351
 EK0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0351'IN PAGE.
 EK0351'IN THE TOWN OF, PAGE AT NORTHEAST EDGE OF PAGE STATION PLATFORM,
 EK0351'20.5 FEET NORTHEAST OF CENTERLINE OF KANSAS CITY SOUTHERN R.R.
 EK0351'MAIN LINE TRACK, 17.9 FEET SOUTHEAST OF SOUTHEAST END OF PAGE
 EK0351'DEPOT, 5.7 FEET SOUTHEAST OF TELEGRAPH POLE FOR BRANCH LINE
 EK0351'TO DEPOT.
 EK0351
 EK0351                          STATION RECOVERY (1959)
 EK0351
 EK0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0311 ***********************************************************************
 EK0311  DESIGNATION -  P 168
 EK0311  PID         -  EK0311
 EK0311  STATE/COUNTY-  OK/MCCURTAIN
 EK0311  COUNTRY     -  US
 EK0311  USGS QUAD   -  BETHEL (2018)
 EK0311
 EK0311                         *CURRENT SURVEY CONTROL
 EK0311  ______________________________________________________________________
 EK0311* NAD 83(1993) POSITION- 34 21 36.94955(N) 094 50 15.65011(W)   ADJUSTED
 EK0311* NAVD 88 ORTHO HEIGHT -   264.476 (meters)      867.70  (feet) ADJUSTED
 EK0311  ______________________________________________________________________
 EK0311  GEOID HEIGHT    -        -30.541 (meters)                     GEOID18
 EK0311  LAPLACE CORR    -          3.96  (seconds)                    DEFLEC18
 EK0311  DYNAMIC HEIGHT  -        264.187 (meters)      866.75  (feet) COMP
 EK0311  MODELED GRAVITY -    979,537.9   (mgal)                       NAVD 88
 EK0311
 EK0311  HORZ ORDER      -  SECOND
 EK0311  VERT ORDER      -  SECOND    CLASS 0
 EK0311
 EK0311.The horizontal coordinates were established by classical geodetic methods
 EK0311.and adjusted by the National Geodetic Survey in November 1994.
 EK0311
 EK0311.The orthometric height was determined by differential leveling and
 EK0311.adjusted by the NATIONAL GEODETIC SURVEY
 EK0311.in June 1991.
 EK0311
 EK0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0311.GEOID18 height accuracy estimate available here.
 EK0311
 EK0311.Click photographs - Photos may exist for this station.
 EK0311
 EK0311.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0311
 EK0311.The dynamic height is computed by dividing the NAVD 88
 EK0311.geopotential number by the normal gravity value computed on the
 EK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0311.degrees latitude (g = 980.6199 gals.).
 EK0311
 EK0311.The modeled gravity was interpolated from observed gravity values.
 EK0311
 EK0311. The following values were computed from the NAD 83(1993) position.
 EK0311
 EK0311;                    North         East     Units Scale Factor Converg.
 EK0311;SPC OK S     -   118,466.577   890,847.074   MT  0.99994354   +1 47 41.9
 EK0311;SPC OK S     -   388,669.09  2,922,720.78   sFT  0.99994354   +1 47 41.9
 EK0311;UTM  15      - 3,803,632.397   331,003.366   MT  0.99995205   -1 02 14.7
 EK0311
 EK0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0311!SPC OK S     -   0.99996328  x   0.99994354  =   0.99990682
 EK0311!UTM  15      -   0.99996328  x   0.99995205  =   0.99991533
 EK0311
 EK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3100303632(NAD 83)
 EK0311
 EK0311                          SUPERSEDED SURVEY CONTROL
 EK0311
 EK0311  NAD 83(1986)-  34 21 36.95296(N)    094 50 15.64069(W) AD(       ) 2
 EK0311  NAD 27      -  34 21 36.57500(N)    094 50 14.83600(W) AD(       ) 2
 EK0311  NGVD 29 (??/??/92)  264.415  (m)          867.50   (f) ADJ UNCH    2 0
 EK0311  NGVD 29             264.42   (m)          867.5    (f) LEVELING    3  
 EK0311
 EK0311.Superseded values are not recommended for survey control.
 EK0311
 EK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0311.See file dsdata.pdf to determine how the superseded data were derived.
 EK0311
 EK0311_MARKER: DB = BENCH MARK DISK
 EK0311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0311_STAMPING: P 168 1934
 EK0311_MARK LOGO: CGS
 EK0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0311
 EK0311  HISTORY     - Date     Condition        Report By
 EK0311  HISTORY     - 1934     MONUMENTED       CGS
 EK0311  HISTORY     - 1952     GOOD             CGS
 EK0311  HISTORY     - 1960     GOOD             CGS
 EK0311
 EK0311                          STATION DESCRIPTION
 EK0311
 EK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0311'THE STATION IS LOCATED WEST ACROSS ROAD FROM THE BETHEL POST
 EK0311'OFFICE IN THE NORTHWEST ANGLE OF A T-INTERSECTION.  IT IS
 EK0311'A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP OF A
 EK0311'4 X 4 CONCRETE POST.  IT IS 53 FEET NORTH OF THE CENTERLINE
 EK0311'OF A ROAD, 41 FEET WEST OF THE CENTERLINE OF A ROAD, 9 FEET
 EK0311'SOUTHWEST OF A CONCRETE HIGHWAY MARK, 5 FEET SOUTH OF A
 EK0311'POWERLINE POLE AND 2 FEET SOUTH OF A FENCE CORNER.  THE MARK
 EK0311'PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED P-168 1934.
 EK0311'
 EK0311'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0311'BETHEL TO P 168 1934 AND THE DISTANCE IS 143.451 METERS OR
 EK0311'470.64 FEET.
 EK0311
 EK0311                          STATION RECOVERY (1960)
 EK0311
 EK0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 EK0311'AT BETHEL.
 EK0311'AT BETHEL, 115 FEET WEST AND ACROSS STATE HIGHWAY 144 FROM THE
 EK0311'SOUTHWEST CORNER OF A STORE AND POST OFFICE, IN SECTION 24,
 EK0311'R 23 E, T 2 S, 63 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 EK0311'144, 56 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 4 1/2
 EK0311'FEET SOUTH OF A POWER POLE, 3 FEET SOUTHWEST OF A FENCE CORNER
 EK0311'POST, ABOUT 1 FOOT ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE
 EK0311'POST PROJECTING 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0332 ***********************************************************************
 EK0332  DESIGNATION -  P 169
 EK0332  PID         -  EK0332
 EK0332  STATE/COUNTY-  OK/MCCURTAIN
 EK0332  COUNTRY     -  US
 EK0332  USGS QUAD   -  BROKEN BOW (2018)
 EK0332
 EK0332                         *CURRENT SURVEY CONTROL
 EK0332  ______________________________________________________________________
 EK0332* NAD 83(1986) POSITION- 34 01 56.     (N) 094 42 05.     (W)   SCALED
 EK0332* NAVD 88 ORTHO HEIGHT -   121.169 (meters)      397.54  (feet) ADJUSTED
 EK0332  ______________________________________________________________________
 EK0332  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 EK0332  DYNAMIC HEIGHT  -        121.046 (meters)      397.13  (feet) COMP
 EK0332  MODELED GRAVITY -    979,624.3   (mgal)                       NAVD 88
 EK0332
 EK0332  VERT ORDER      -  SECOND    CLASS 0
 EK0332
 EK0332.The horizontal coordinates were scaled from a map and have
 EK0332.an estimated accuracy of +/- 6 seconds.
 EK0332
 EK0332.The orthometric height was determined by differential leveling and
 EK0332.adjusted by the NATIONAL GEODETIC SURVEY
 EK0332.in June 1991.
 EK0332
 EK0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0332.GEOID18 height accuracy estimate available here.
 EK0332
 EK0332.Click photographs - Photos may exist for this station.
 EK0332
 EK0332.The dynamic height is computed by dividing the NAVD 88
 EK0332.geopotential number by the normal gravity value computed on the
 EK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0332.degrees latitude (g = 980.6199 gals.).
 EK0332
 EK0332.The modeled gravity was interpolated from observed gravity values.
 EK0332
 EK0332;                    North         East    Units  Estimated Accuracy
 EK0332;SPC OK S     -    82,500.      904,570.      MT  (+/- 180 meters Scaled)
 EK0332
 EK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT429670(NAD 83)
 EK0332
 EK0332                          SUPERSEDED SURVEY CONTROL
 EK0332
 EK0332  NGVD 29 (??/??/92)  121.145  (m)          397.46   (f) ADJ UNCH    2 0
 EK0332
 EK0332.Superseded values are not recommended for survey control.
 EK0332
 EK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0332.See file dsdata.pdf to determine how the superseded data were derived.
 EK0332
 EK0332_MARKER: DB = BENCH MARK DISK
 EK0332_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0332_STAMPING: P 169 1934
 EK0332_MARK LOGO: CGS
 EK0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0332
 EK0332  HISTORY     - Date     Condition        Report By
 EK0332  HISTORY     - 1934     MONUMENTED       CGS
 EK0332  HISTORY     - 1977     MARK NOT FOUND   USGS
 EK0332
 EK0332                          STATION DESCRIPTION
 EK0332
 EK0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0332'2.2 MI E FROM BROKEN BOW.
 EK0332'2.2 MILES EAST OF, ALONG TOERR ABOUT 290 FEET SOUTHWEST OF M.P.
 EK0332'26, 165 FEET SOUTHWEST OF SOUTHWEST END OF RAILROAD TRESTLE,
 EK0332'81 FEET NORTH OF OKLAHOMA POWER AND LIGHT CO. POLES 49-8, 44.2
 EK0332'FEET NORTHWEST OF CENTERLINE OF TEXAS, OKLAHOMA AND EASTERN
 EK0332'R.R. TRACK, 38 FEET SOUTHEAST OF CENTERLINE OF U.S. HWY. 70, 8.4
 EK0332'FEET NORTHWEST OF SECOND TELEGRAPH POLE SOUTHWEST OF M.P. 26,
 EK0332'5.8 FEET SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 EK0332'POST.
 EK0332
 EK0332                          STATION RECOVERY (1977)
 EK0332
 EK0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0383 ***********************************************************************
 GG0383  DESIGNATION -  P 17
 GG0383  PID         -  GG0383
 GG0383  STATE/COUNTY-  OK/ROGERS
 GG0383  COUNTRY     -  US
 GG0383  USGS QUAD   -  OOLOGAH (2018)
 GG0383
 GG0383                         *CURRENT SURVEY CONTROL
 GG0383  ______________________________________________________________________
 GG0383* NAD 83(2011) POSITION- 36 26 50.15576(N) 095 42 28.72856(W)   ADJUSTED
 GG0383* NAD 83(2011) ELLIP HT-   171.154 (meters)        (11/01/23)   ADJUSTED
 GG0383* NAD 83(2011) EPOCH   -  2010.00
 GG0383* NAVD 88 ORTHO HEIGHT -   200.342 (meters)      657.29  (feet) ADJUSTED
 GG0383  ______________________________________________________________________
 GG0383  GEOID HEIGHT    -        -29.182 (meters)                     GEOID18
 GG0383  NAD 83(2011) X  -   -510,898.423 (meters)                     COMP
 GG0383  NAD 83(2011) Y  - -5,111,338.560 (meters)                     COMP
 GG0383  NAD 83(2011) Z  -  3,768,330.590 (meters)                     COMP
 GG0383  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 GG0383  DYNAMIC HEIGHT  -        200.173 (meters)      656.73  (feet) COMP
 GG0383  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 GG0383
 GG0383  VERT ORDER      -  FIRST     CLASS II
 GG0383
 GG0383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0383  Standards:
 GG0383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0383  -------------------------------------------------------------------
 GG0383  NETWORK    0.43   0.98           0.18   0.17   0.50     -0.05149846
 GG0383  -------------------------------------------------------------------
 GG0383  Click here for local accuracies and other accuracy information.
 GG0383
 GG0383.The horizontal coordinates were established by GPS observations
 GG0383.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0383
 GG0383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0383.been affixed to the stable North American tectonic plate. See 
 GG0383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0383
 GG0383.The horizontal coordinates are valid at the epoch date displayed above
 GG0383.which is a decimal equivalence of Year/Month/Day.
 GG0383
 GG0383.The orthometric height was determined by differential leveling and
 GG0383.adjusted by the NATIONAL GEODETIC SURVEY
 GG0383.in June 1991.
 GG0383
 GG0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0383.GEOID18 height accuracy estimate available here.
 GG0383
 GG0383.Click photographs - Photos may exist for this station.
 GG0383
 GG0383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0383
 GG0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0383
 GG0383.The ellipsoidal height was determined by GPS observations
 GG0383.and is referenced to NAD 83.
 GG0383
 GG0383.The dynamic height is computed by dividing the NAVD 88
 GG0383.geopotential number by the normal gravity value computed on the
 GG0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0383.degrees latitude (g = 980.6199 gals.).
 GG0383
 GG0383.The modeled gravity was interpolated from observed gravity values.
 GG0383
 GG0383. The following values were computed from the NAD 83(2011) position.
 GG0383
 GG0383;                    North         East     Units Scale Factor Converg.
 GG0383;SPC OK N     -   163,005.301   805,455.877   MT  0.99995730   +1 21 09.5
 GG0383;SPC OK N     -   534,793.23  2,642,566.49   sFT  0.99995730   +1 21 09.5
 GG0383;UTM  15      - 4,036,967.423   257,294.966   MT  1.00032582   -1 36 34.4
 GG0383
 GG0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0383!SPC OK N     -   0.99997314  x   0.99995730  =   0.99993044
 GG0383!UTM  15      -   0.99997314  x   1.00032582  =   1.00029895
 GG0383
 GG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5729436967(NAD 83)
 GG0383
 GG0383                          SUPERSEDED SURVEY CONTROL
 GG0383
 GG0383  NGVD 29 (??/??/92)  200.221  (m)          656.89   (f) ADJ UNCH    1 2
 GG0383
 GG0383.Superseded values are not recommended for survey control.
 GG0383
 GG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0383.See file dsdata.pdf to determine how the superseded data were derived.
 GG0383
 GG0383_MARKER: DB = BENCH MARK DISK
 GG0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0383_STAMPING: P 17 1933
 GG0383_MARK LOGO: CGS
 GG0383_PROJECTION: FLUSH
 GG0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0383+STABILITY: SURFACE MOTION
 GG0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0383+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2023
 GG0383
 GG0383  HISTORY     - Date     Condition        Report By
 GG0383  HISTORY     - 1933     MONUMENTED       CGS
 GG0383  HISTORY     - 1960     GOOD             CGS
 GG0383  HISTORY     - 20171019 GOOD             INDIV
 GG0383  HISTORY     - 20220323 GOOD             OKDOT
 GG0383  HISTORY     - 20230404 GOOD             OKDOT
 GG0383
 GG0383                          STATION DESCRIPTION
 GG0383
 GG0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0383'AT OOLAGH.
 GG0383'AT OOLOGAH, ROGERS COUNTY, ABOUT 70 FEET SOUTH OF THE MISSOURI
 GG0383'PACIFIC RAILROAD STATION, ABOUT 35 YARDS EAST OF THE CENTER
 GG0383'LINE OF STATE HIGHWAY 16, ABOUT 45 FEET NORTH OF THE MAIN STREET
 GG0383'CROSSING, AND 25 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
 GG0383'A STANDARD DISK, STAMPED P 17 1933 AND SET IN THE TOP OF A
 GG0383'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THIS
 GG0383'MARK RECOVERED 45 FEET NORTH OF THE CENTERLINE OF A STREET,
 GG0383'25 FEET WEST OF THE WEST RAIL, 29.5 FEET SOUTH OF THE SOUTH
 GG0383'EDGE OF THE SMALL RAILROAD STATION, 2 1/2 FEET NORTH OF THE
 GG0383'NORTH EDGE OF THE SIDEWALK AND IS FLUSH WITH THE GROUND.
 GG0383
 GG0383                          STATION RECOVERY (2017)
 GG0383
 GG0383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017
 GG0383'RECOVERED IN GOOD CONDITION.
 GG0383
 GG0383                          STATION RECOVERY (2022)
 GG0383
 GG0383'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 GG0383'RECOVERED IN GOOD CONDITION.
 GG0383
 GG0383                          STATION RECOVERY (2023)
 GG0383
 GG0383'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0383'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0528 ***********************************************************************
 FK0528  DESIGNATION -  P 170
 FK0528  PID         -  FK0528
 FK0528  STATE/COUNTY-  OK/CANADIAN
 FK0528  COUNTRY     -  US
 FK0528  USGS QUAD   -  COGAR NE (2018)
 FK0528
 FK0528                         *CURRENT SURVEY CONTROL
 FK0528  ______________________________________________________________________
 FK0528* NAD 83(1986) POSITION- 35 28 20.1    (N) 098 00 09.1    (W)   HD_HELD2
 FK0528* NAVD 88 ORTHO HEIGHT -   429.503 (meters)     1409.13  (feet) POSTED
 FK0528  ______________________________________________________________________
 FK0528  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FK0528  DYNAMIC HEIGHT  -        429.08  (meters)     1407.7   (feet) COMP
 FK0528  MODELED GRAVITY -    979,639.9   (mgal)                       NAVD 88
 FK0528
 FK0528  VERT ORDER      -  * POSTED, SEE BELOW
 FK0528
 FK0528.This mark is at El Reno Airport (F28)
 FK0528
 FK0528.The horizontal coordinates were established by autonomous hand held GPS
 FK0528.observations and have an estimated accuracy of +/- 10 meters.
 FK0528
 FK0528.The orthometric height was determined by differential leveling
 FK0528.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0528
 FK0528.* This is a POSTED BENCH MARK height.
 FK0528
 FK0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0528.GEOID18 height accuracy estimate available here.
 FK0528
 FK0528.Click photographs - Photos may exist for this station.
 FK0528
 FK0528.The dynamic height is computed by dividing the NAVD 88
 FK0528.geopotential number by the normal gravity value computed on the
 FK0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0528.degrees latitude (g = 980.6199 gals.).
 FK0528
 FK0528.The modeled gravity was interpolated from observed gravity values.
 FK0528
 FK0528;                    North         East    Units  Estimated Accuracy
 FK0528;SPC OK N     -    52,398.      599,771.      MT  (+/- 10 meters HH2 GPS)
 FK0528
 FK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9049625872(NAD 83)
 FK0528
 FK0528                          SUPERSEDED SURVEY CONTROL
 FK0528
 FK0528  NGVD 29 (??/??/92)  429.321  (m)         1408.53   (f) ADJ UNCH    1 2
 FK0528
 FK0528.Superseded values are not recommended for survey control.
 FK0528
 FK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0528.See file dsdata.pdf to determine how the superseded data were derived.
 FK0528
 FK0528_MARKER: DB = BENCH MARK DISK
 FK0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0528_STAMPING: P 170 1953
 FK0528_MARK LOGO: CGS
 FK0528_PROJECTION: FLUSH
 FK0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0528+STABILITY: SURFACE MOTION
 FK0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0528+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 FK0528
 FK0528  HISTORY     - Date     Condition        Report By
 FK0528  HISTORY     - 1953     MONUMENTED       CGS
 FK0528  HISTORY     - 20100616 GOOD             MYEREN
 FK0528
 FK0528                          STATION DESCRIPTION
 FK0528
 FK0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0528'6.2 MI SW FROM EL RENO.
 FK0528'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0528'FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG U.S.
 FK0528'HIGHWAY 66, THENCE 3.3 MILES SOUTH ALONG AN OILED ROAD, THENCE
 FK0528'1.55 MILES WEST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ALONG
 FK0528'AN OILED ROAD, 6 FEET WEST OF THE WEST SIDE OF THE CONTROL TOWER
 FK0528'AT THE MUSTANG AIRPORT, 16.4 FEET NORTHWEST OF THE CENTER OF
 FK0528'THE 1ST ENTRANCE SOUTH OF THE CONTROL TOWER, 2.5 FEET NORTH OF
 FK0528'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 FK0528'WITH THE GROUND.
 FK0528
 FK0528                          STATION RECOVERY (2010)
 FK0528
 FK0528'RECOVERY NOTE BY MYERS ENGINEERING INC 2010 (EZ)
 FK0528'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0019 ***********************************************************************
 FK0019  DESIGNATION -  P 171
 FK0019  PID         -  FK0019
 FK0019  STATE/COUNTY-  OK/CANADIAN
 FK0019  COUNTRY     -  US
 FK0019  USGS QUAD   -  GEARY NORTH (2018)
 FK0019
 FK0019                         *CURRENT SURVEY CONTROL
 FK0019  ______________________________________________________________________
 FK0019* NAD 83(1986) POSITION- 35 37 52.     (N) 098 18 14.     (W)   SCALED
 FK0019* NAVD 88 ORTHO HEIGHT -   457.347 (meters)     1500.48  (feet) ADJUSTED
 FK0019  ______________________________________________________________________
 FK0019  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 FK0019  DYNAMIC HEIGHT  -        456.901 (meters)     1499.02  (feet) COMP
 FK0019  MODELED GRAVITY -    979,645.3   (mgal)                       NAVD 88
 FK0019
 FK0019  VERT ORDER      -  FIRST     CLASS II
 FK0019
 FK0019.The horizontal coordinates were scaled from a map and have
 FK0019.an estimated accuracy of +/- 6 seconds.
 FK0019
 FK0019.The orthometric height was determined by differential leveling and
 FK0019.adjusted by the NATIONAL GEODETIC SURVEY
 FK0019.in June 1991.
 FK0019
 FK0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0019.GEOID18 height accuracy estimate available here.
 FK0019
 FK0019.Click photographs - Photos may exist for this station.
 FK0019
 FK0019.The dynamic height is computed by dividing the NAVD 88
 FK0019.geopotential number by the normal gravity value computed on the
 FK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0019.degrees latitude (g = 980.6199 gals.).
 FK0019
 FK0019.The modeled gravity was interpolated from observed gravity values.
 FK0019
 FK0019;                    North         East    Units  Estimated Accuracy
 FK0019;SPC OK N     -    70,070.      572,470.      MT  (+/- 180 meters Scaled)
 FK0019
 FK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE630432(NAD 83)
 FK0019
 FK0019                          SUPERSEDED SURVEY CONTROL
 FK0019
 FK0019  NGVD 29 (??/??/92)  457.153  (m)         1499.84   (f) ADJ UNCH    1 2
 FK0019
 FK0019.Superseded values are not recommended for survey control.
 FK0019
 FK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0019.See file dsdata.pdf to determine how the superseded data were derived.
 FK0019
 FK0019_MARKER: DB = BENCH MARK DISK
 FK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0019_STAMPING: P 171 1953
 FK0019_MARK LOGO: CGS
 FK0019_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0019+STABILITY: SURFACE MOTION
 FK0019
 FK0019  HISTORY     - Date     Condition        Report By
 FK0019  HISTORY     - 1953     MONUMENTED       CGS
 FK0019  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0019
 FK0019                          STATION DESCRIPTION
 FK0019
 FK0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0019'0.9 MI E FROM GEARY.
 FK0019'0.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0019'FROM THE STATION AT GEARY, 91 FEET NORTHWEST OF MILEPOST 534,
 FK0019'45.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.4 FEET NORTHEAST
 FK0019'OF A WITNESS POST, 2.7 FEET SOUTHEAST OF A FENCE, SET IN THE
 FK0019'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0019
 FK0019                          STATION RECOVERY (1976)
 FK0019
 FK0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0158 ***********************************************************************
 FK0158  DESIGNATION -  P 172
 FK0158  PID         -  FK0158
 FK0158  STATE/COUNTY-  OK/CADDO
 FK0158  COUNTRY     -  US
 FK0158  USGS QUAD   -  HYDRO (2018)
 FK0158
 FK0158                         *CURRENT SURVEY CONTROL
 FK0158  ______________________________________________________________________
 FK0158* NAD 83(1986) POSITION- 35 32 39.     (N) 098 30 03.     (W)   SCALED
 FK0158* NAVD 88 ORTHO HEIGHT -   440.778 (meters)     1446.12  (feet) ADJUSTED
 FK0158  ______________________________________________________________________
 FK0158  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 FK0158  DYNAMIC HEIGHT  -        440.341 (meters)     1444.69  (feet) COMP
 FK0158  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 FK0158
 FK0158  VERT ORDER      -  FIRST     CLASS II
 FK0158
 FK0158.The horizontal coordinates were scaled from a map and have
 FK0158.an estimated accuracy of +/- 6 seconds.
 FK0158
 FK0158.The orthometric height was determined by differential leveling and
 FK0158.adjusted by the NATIONAL GEODETIC SURVEY
 FK0158.in June 1991.
 FK0158
 FK0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0158.GEOID18 height accuracy estimate available here.
 FK0158
 FK0158.Click photographs - Photos may exist for this station.
 FK0158
 FK0158.The dynamic height is computed by dividing the NAVD 88
 FK0158.geopotential number by the normal gravity value computed on the
 FK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0158.degrees latitude (g = 980.6199 gals.).
 FK0158
 FK0158.The modeled gravity was interpolated from observed gravity values.
 FK0158
 FK0158;                    North         East    Units  Estimated Accuracy
 FK0158;SPC OK S     -   245,360.      554,580.      MT  (+/- 180 meters Scaled)
 FK0158
 FK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE452335(NAD 83)
 FK0158
 FK0158                          SUPERSEDED SURVEY CONTROL
 FK0158
 FK0158  NGVD 29 (??/??/92)  440.584  (m)         1445.48   (f) ADJ UNCH    1 2
 FK0158
 FK0158.Superseded values are not recommended for survey control.
 FK0158
 FK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0158.See file dsdata.pdf to determine how the superseded data were derived.
 FK0158
 FK0158_MARKER: DB = BENCH MARK DISK
 FK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0158_STAMPING: P 172 1953
 FK0158_MARK LOGO: CGS
 FK0158_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0158+STABILITY: SURFACE MOTION
 FK0158
 FK0158  HISTORY     - Date     Condition        Report By
 FK0158  HISTORY     - 1953     MONUMENTED       CGS
 FK0158  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0158  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0158
 FK0158                          STATION DESCRIPTION
 FK0158
 FK0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0158'4.8 MI E FROM HYDRO.
 FK0158'4.75 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0158'RAILROAD FROM THE STATION AT HYDRO, 26.8 FEET SOUTHWEST OF THE
 FK0158'STATION SIGN AT MC COOL, 2 POLES SOUTHWEST OF MILEPOST 550,
 FK0158'3 RAILS SOUTHWEST OF A DIRT ROAD CROSSING, 19.8 FEET SOUTHEAST
 FK0158'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 26 FEET NORTHWEST OF
 FK0158'THE CENTER LINE OF A SANDY TRACK ROAD, 3 FEET SOUTHWEST OF A
 FK0158'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0158'0.4 FOOT ABOVE THE GROUND.
 FK0158
 FK0158                          STATION RECOVERY (1976)
 FK0158
 FK0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0158'MARK NOT FOUND.
 FK0158
 FK0158                          STATION RECOVERY (1984)
 FK0158
 FK0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0273 ***********************************************************************
 FK0273  DESIGNATION -  P 173
 FK0273  PID         -  FK0273
 FK0273  STATE/COUNTY-  OK/CUSTER
 FK0273  COUNTRY     -  US
 FK0273  USGS QUAD   -  CLINTON (2018)
 FK0273
 FK0273                         *CURRENT SURVEY CONTROL
 FK0273  ______________________________________________________________________
 FK0273* NAD 83(1986) POSITION- 35 32 12.     (N) 098 58 01.     (W)   SCALED
 FK0273* NAVD 88 ORTHO HEIGHT -   458.280 (meters)     1503.54  (feet) POSTED
 FK0273  ______________________________________________________________________
 FK0273  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 FK0273  DYNAMIC HEIGHT  -        457.82  (meters)     1502.0   (feet) COMP
 FK0273  MODELED GRAVITY -    979,617.2   (mgal)                       NAVD 88
 FK0273
 FK0273  VERT ORDER      -  * POSTED, SEE BELOW
 FK0273
 FK0273.The horizontal coordinates were scaled from a map and have
 FK0273.an estimated accuracy of +/- 6 seconds.
 FK0273
 FK0273.The orthometric height was determined by differential leveling
 FK0273.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0273
 FK0273.* This is a POSTED BENCH MARK height.
 FK0273
 FK0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0273.GEOID18 height accuracy estimate available here.
 FK0273
 FK0273.Click photographs - Photos may exist for this station.
 FK0273
 FK0273.The dynamic height is computed by dividing the NAVD 88
 FK0273.geopotential number by the normal gravity value computed on the
 FK0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0273.degrees latitude (g = 980.6199 gals.).
 FK0273
 FK0273.The modeled gravity was interpolated from observed gravity values.
 FK0273
 FK0273;                    North         East    Units  Estimated Accuracy
 FK0273;SPC OK N     -    59,980.      512,310.      MT  (+/- 180 meters Scaled)
 FK0273
 FK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE029325(NAD 83)
 FK0273
 FK0273                          SUPERSEDED SURVEY CONTROL
 FK0273
 FK0273  NGVD 29 (??/??/92)  458.074  (m)         1502.86   (f) ADJ UNCH    1 2
 FK0273
 FK0273.Superseded values are not recommended for survey control.
 FK0273
 FK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0273.See file dsdata.pdf to determine how the superseded data were derived.
 FK0273
 FK0273_MARKER: DB = BENCH MARK DISK
 FK0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0273_SP_SET: CULVERT WINGWALL
 FK0273_STAMPING: P 173 1953
 FK0273_MARK LOGO: CGS
 FK0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0273+STABILITY: SURFACE MOTION
 FK0273
 FK0273  HISTORY     - Date     Condition        Report By
 FK0273  HISTORY     - 1953     MONUMENTED       CGS
 FK0273  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0273
 FK0273                          STATION DESCRIPTION
 FK0273
 FK0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0273'0.8 MI N FROM CLINTON.
 FK0273'0.75 MILE NORTH ALONG U.S. HIGHWAY 183 FROM THE CHICAGO, ROCK
 FK0273'ISLAND AND PACIFIC RAILROAD STATION AT CLINTON, 17.8 FEET EAST
 FK0273'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 FK0273'END OF THE NORTHEAST WINGWALL OF A CONCRETE CULVERT.
 FK0273
 FK0273                          STATION RECOVERY (1981)
 FK0273
 FK0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0313 ***********************************************************************
 FK0313  DESIGNATION -  P 174
 FK0313  PID         -  FK0313
 FK0313  STATE/COUNTY-  OK/WASHITA
 FK0313  COUNTRY     -  US
 FK0313  USGS QUAD   -  FOSS (2018)
 FK0313
 FK0313                         *CURRENT SURVEY CONTROL
 FK0313  ______________________________________________________________________
 FK0313* NAD 83(1986) POSITION- 35 26 32.     (N) 099 11 45.     (W)   SCALED
 FK0313* NAVD 88 ORTHO HEIGHT -   508.525 (meters)     1668.39  (feet) ADJUSTED
 FK0313  ______________________________________________________________________
 FK0313  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 FK0313  DYNAMIC HEIGHT  -        508.002 (meters)     1666.67  (feet) COMP
 FK0313  MODELED GRAVITY -    979,589.2   (mgal)                       NAVD 88
 FK0313
 FK0313  VERT ORDER      -  FIRST     CLASS II
 FK0313
 FK0313.The horizontal coordinates were scaled from a map and have
 FK0313.an estimated accuracy of +/- 6 seconds.
 FK0313
 FK0313.The orthometric height was determined by differential leveling and
 FK0313.adjusted by the NATIONAL GEODETIC SURVEY
 FK0313.in June 1991.
 FK0313
 FK0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0313.GEOID18 height accuracy estimate available here.
 FK0313
 FK0313.Click photographs - Photos may exist for this station.
 FK0313
 FK0313.The dynamic height is computed by dividing the NAVD 88
 FK0313.geopotential number by the normal gravity value computed on the
 FK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0313.degrees latitude (g = 980.6199 gals.).
 FK0313
 FK0313.The modeled gravity was interpolated from observed gravity values.
 FK0313
 FK0313;                    North         East    Units  Estimated Accuracy
 FK0313;SPC OK S     -   234,580.      491,420.      MT  (+/- 180 meters Scaled)
 FK0313
 FK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME822221(NAD 83)
 FK0313
 FK0313                          SUPERSEDED SURVEY CONTROL
 FK0313
 FK0313  NGVD 29 (??/??/92)  508.297  (m)         1667.64   (f) ADJ UNCH    1 2
 FK0313
 FK0313.Superseded values are not recommended for survey control.
 FK0313
 FK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0313.See file dsdata.pdf to determine how the superseded data were derived.
 FK0313
 FK0313_MARKER: DB = BENCH MARK DISK
 FK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0313_STAMPING: P 174 1953
 FK0313_MARK LOGO: CGS
 FK0313_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0313+STABILITY: SURFACE MOTION
 FK0313
 FK0313  HISTORY     - Date     Condition        Report By
 FK0313  HISTORY     - 1953     MONUMENTED       CGS
 FK0313
 FK0313                          STATION DESCRIPTION
 FK0313
 FK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0313'1.8 MI SW FROM FOSS.
 FK0313'1.75 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0313'RAILROAD FROM THE STATION AT FOSS, 19.6 FEET NORTHEAST OF THE
 FK0313'3RD POLE SOUTHWEST OF MILEPOST 596, 45.6 FEET NORTHWEST OF THE
 FK0313'NORTHWEST RAIL, 1.5 FEET SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST
 FK0313'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0313'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0405 ***********************************************************************
 FK0405  DESIGNATION -  P 175
 FK0405  PID         -  FK0405
 FK0405  STATE/COUNTY-  OK/BECKHAM
 FK0405  COUNTRY     -  US
 FK0405  USGS QUAD   -  SAYRE (2018)
 FK0405
 FK0405                         *CURRENT SURVEY CONTROL
 FK0405  ______________________________________________________________________
 FK0405* NAD 83(1986) POSITION- 35 17 33.     (N) 099 37 43.     (W)   SCALED
 FK0405* NAVD 88 ORTHO HEIGHT -   561.666 (meters)     1842.73  (feet) ADJUSTED
 FK0405  ______________________________________________________________________
 FK0405  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 FK0405  DYNAMIC HEIGHT  -        561.084 (meters)     1840.82  (feet) COMP
 FK0405  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 FK0405
 FK0405  VERT ORDER      -  FIRST     CLASS II
 FK0405
 FK0405.The horizontal coordinates were scaled from a map and have
 FK0405.an estimated accuracy of +/- 6 seconds.
 FK0405
 FK0405.The orthometric height was determined by differential leveling and
 FK0405.adjusted by the NATIONAL GEODETIC SURVEY
 FK0405.in June 1991.
 FK0405
 FK0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0405.GEOID18 height accuracy estimate available here.
 FK0405
 FK0405.Click photographs - Photos may exist for this station.
 FK0405
 FK0405.The dynamic height is computed by dividing the NAVD 88
 FK0405.geopotential number by the normal gravity value computed on the
 FK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0405.degrees latitude (g = 980.6199 gals.).
 FK0405
 FK0405.The modeled gravity was interpolated from observed gravity values.
 FK0405
 FK0405;                    North         East    Units  Estimated Accuracy
 FK0405;SPC OK S     -   218,520.      451,860.      MT  (+/- 180 meters Scaled)
 FK0405
 FK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME428056(NAD 83)
 FK0405
 FK0405                          SUPERSEDED SURVEY CONTROL
 FK0405
 FK0405  NGVD 29 (??/??/92)  561.434  (m)         1841.97   (f) ADJ UNCH    1 2
 FK0405
 FK0405.Superseded values are not recommended for survey control.
 FK0405
 FK0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0405.See file dsdata.pdf to determine how the superseded data were derived.
 FK0405
 FK0405_MARKER: DB = BENCH MARK DISK
 FK0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0405_STAMPING: P 175 1953
 FK0405_MARK LOGO: CGS
 FK0405_PROJECTION: PROJECTING
 FK0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0405+STABILITY: SURFACE MOTION
 FK0405
 FK0405  HISTORY     - Date     Condition        Report By
 FK0405  HISTORY     - 1953     MONUMENTED       CGS
 FK0405
 FK0405                          STATION DESCRIPTION
 FK0405
 FK0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FK)
 FK0405'0.6 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0405'FROM THE STATION AT SAYRE, 8.4 FEET NORTH OF THE 6TH POLE EAST
 FK0405'OF MILEPOST 626, 80 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 FK0405'ROAD CROSSING, 47.3 FEET NORTH OF THE NORTH RAIL, ACROSS THE
 FK0405'TRACK FROM A WHITE HOUSE, 18 FEET WEST OF A FENCE CORNER, 2 FEET
 FK0405'SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE
 FK0405'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0422 ***********************************************************************
 FK0422  DESIGNATION -  P 176
 FK0422  PID         -  FK0422
 FK0422  STATE/COUNTY-  OK/BECKHAM
 FK0422  COUNTRY     -  US
 FK0422  USGS QUAD   -  ERICK (2018)
 FK0422
 FK0422                         *CURRENT SURVEY CONTROL
 FK0422  ______________________________________________________________________
 FK0422* NAD 83(1986) POSITION- 35 13 20.     (N) 099 49 21.     (W)   SCALED
 FK0422* NAVD 88 ORTHO HEIGHT -   609.916 (meters)     2001.03  (feet) ADJUSTED
 FK0422  ______________________________________________________________________
 FK0422  GEOID HEIGHT    -        -26.363 (meters)                     GEOID18
 FK0422  DYNAMIC HEIGHT  -        609.296 (meters)     1999.00  (feet) COMP
 FK0422  MODELED GRAVITY -    979,598.3   (mgal)                       NAVD 88
 FK0422
 FK0422  VERT ORDER      -  FIRST     CLASS II
 FK0422
 FK0422.The horizontal coordinates were scaled from a map and have
 FK0422.an estimated accuracy of +/- 6 seconds.
 FK0422
 FK0422.The orthometric height was determined by differential leveling and
 FK0422.adjusted by the NATIONAL GEODETIC SURVEY
 FK0422.in June 1991.
 FK0422
 FK0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0422.GEOID18 height accuracy estimate available here.
 FK0422
 FK0422.Click photographs - Photos may exist for this station.
 FK0422
 FK0422.The dynamic height is computed by dividing the NAVD 88
 FK0422.geopotential number by the normal gravity value computed on the
 FK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0422.degrees latitude (g = 980.6199 gals.).
 FK0422
 FK0422.The modeled gravity was interpolated from observed gravity values.
 FK0422
 FK0422;                    North         East    Units  Estimated Accuracy
 FK0422;SPC OK S     -   211,030.      434,090.      MT  (+/- 180 meters Scaled)
 FK0422
 FK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD251979(NAD 83)
 FK0422
 FK0422                          SUPERSEDED SURVEY CONTROL
 FK0422
 FK0422  NGVD 29 (??/??/92)  609.691  (m)         2000.29   (f) ADJ UNCH    1 2
 FK0422
 FK0422.Superseded values are not recommended for survey control.
 FK0422
 FK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0422.See file dsdata.pdf to determine how the superseded data were derived.
 FK0422
 FK0422_MARKER: DB = BENCH MARK DISK
 FK0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0422_STAMPING: P 176 1953
 FK0422_MARK LOGO: CGS
 FK0422_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0422+STABILITY: SURFACE MOTION
 FK0422
 FK0422  HISTORY     - Date     Condition        Report By
 FK0422  HISTORY     - 1953     MONUMENTED       CGS
 FK0422  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0422
 FK0422                          STATION DESCRIPTION
 FK0422
 FK0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0422'2.4 MI NE FROM ERICK.
 FK0422'2.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0422'RAILROAD FROM THE STATION AT ERICK, 95 FEET SOUTHEAST OF THE CENTER
 FK0422'OF A ROAD CROSSING, 90 FEET SOUTH OF THE SOUTH RAIL, 42.6 FEET
 FK0422'SOUTH OF A FENCE CORNER, 35 FEET EAST OF THE CENTER LINE OF A
 FK0422'ROAD, 1.7 FEET WEST OF A FENCE, 2.7 FEET NORTH OF A WITNESS
 FK0422'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 FK0422'FOOT ABOVE THE GROUND.
 FK0422
 FK0422                          STATION RECOVERY (1987)
 FK0422
 FK0422'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0001 ***********************************************************************
 FJ0001  DESIGNATION -  P 18
 FJ0001  PID         -  FJ0001
 FJ0001  STATE/COUNTY-  OK/CREEK
 FJ0001  COUNTRY     -  US
 FJ0001  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0001
 FJ0001                         *CURRENT SURVEY CONTROL
 FJ0001  ______________________________________________________________________
 FJ0001* NAD 83(1986) POSITION- 35 57 33.20   (N) 096 04 24.70   (W)   HD_HELD1
 FJ0001* NAVD 88 ORTHO HEIGHT -   204.831 (meters)      672.02  (feet) ADJUSTED
 FJ0001  ______________________________________________________________________
 FJ0001  GEOID HEIGHT    -        -28.777 (meters)                     GEOID18
 FJ0001  DYNAMIC HEIGHT  -        204.650 (meters)      671.42  (feet) COMP
 FJ0001  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 FJ0001
 FJ0001  VERT ORDER      -  FIRST     CLASS II
 FJ0001
 FJ0001.The horizontal coordinates were determined by differentially corrected
 FJ0001.hand held GPS observations or other comparable positioning techniques
 FJ0001.and have an estimated accuracy of +/- 3 meters.
 FJ0001
 FJ0001.The orthometric height was determined by differential leveling and
 FJ0001.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0001.in June 1991.
 FJ0001
 FJ0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0001.GEOID18 height accuracy estimate available here.
 FJ0001
 FJ0001.Click photographs - Photos may exist for this station.
 FJ0001
 FJ0001.The dynamic height is computed by dividing the NAVD 88
 FJ0001.geopotential number by the normal gravity value computed on the
 FJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0001.degrees latitude (g = 980.6199 gals.).
 FJ0001
 FJ0001.The modeled gravity was interpolated from observed gravity values.
 FJ0001
 FJ0001;                    North         East    Units  Estimated Accuracy
 FJ0001;SPC OK N     -   108,152.2     773,767.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0001
 FJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6392783385(NAD 83)
 FJ0001
 FJ0001                          SUPERSEDED SURVEY CONTROL
 FJ0001
 FJ0001  NGVD 29 (??/??/92)  204.724  (m)          671.67   (f) ADJ UNCH    1 2
 FJ0001
 FJ0001.Superseded values are not recommended for survey control.
 FJ0001
 FJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0001.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0001
 FJ0001_MARKER: DB = BENCH MARK DISK
 FJ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0001_STAMPING: P 18 1933
 FJ0001_MARK LOGO: CGS
 FJ0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0001+STABILITY: SURFACE MOTION
 FJ0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0001+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ0001
 FJ0001  HISTORY     - Date     Condition        Report By
 FJ0001  HISTORY     - 1933     MONUMENTED       CGS
 FJ0001  HISTORY     - 19940331 GOOD             NGS
 FJ0001  HISTORY     - 20060228 GOOD             OKDOT
 FJ0001  HISTORY     - 20220531 GOOD             OKDOT
 FJ0001
 FJ0001                          STATION DESCRIPTION
 FJ0001
 FJ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0001'3.5 MI S FROM SAPULPA.
 FJ0001'LOCATED 3.5 MILES SOUTH OF THE FRISCO STATION IN SAPULPA, ON THE
 FJ0001'RAILROAD RIGHT OF WAY, 2 TELEGRAPH POLES NORTH OF MILE POST
 FJ0001'NO. 441, 46 FT. EAST OF EAST RAIL ON MAIN LINE TRACK, 29 FT.
 FJ0001'SOUTH OF CENTERLINE OF ROAD CROSSING RAILROAD.  STANDARD TABLET
 FJ0001'SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0001
 FJ0001                          STATION RECOVERY (1994)
 FJ0001
 FJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0001'6.8 KM (4.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ0001'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, THENCE 0.1 KM
 FJ0001'(0.05 MI) EASTERLY ALONG WEST 141ST STREET SOUTH, 14.4 M (47.2 FT)
 FJ0001'NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 9.3 M
 FJ0001'(30.5 FT) SOUTH OF THE ROAD CENTER, 4.9 M (16.1 FT) EAST OF THE NORTH
 FJ0001'CORNER OF RAILROAD CONTROL BOX NUMBER DOT 671-789 P, 2.0 M (6.6 FT)
 FJ0001'SOUTHEAST OF A FENCE CORNER, 0.5 M (1.6 FT)  BELOW THE LEVEL OF THE
 FJ0001'ROAD, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 FJ0001'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 FJ0001
 FJ0001                          STATION RECOVERY (2006)
 FJ0001
 FJ0001'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (DKS)
 FJ0001'RECOVERED IN GOOD CONDITION.
 FJ0001
 FJ0001                          STATION RECOVERY (2022)
 FJ0001
 FJ0001'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0001'MARK RECOVERED IN GOOD CONDITION BY ODOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0523 ***********************************************************************
 GH0523  DESIGNATION -  P 180
 GH0523  PID         -  GH0523
 GH0523  STATE/COUNTY-  OK/GRANT
 GH0523  COUNTRY     -  US
 GH0523  USGS QUAD   -  WAKITA (2018)
 GH0523
 GH0523                         *CURRENT SURVEY CONTROL
 GH0523  ______________________________________________________________________
 GH0523* NAD 83(1986) POSITION- 36 53 52.     (N) 097 56 07.     (W)   SCALED
 GH0523* NAVD 88 ORTHO HEIGHT -   352.379 (meters)     1156.10  (feet) ADJUSTED
 GH0523  ______________________________________________________________________
 GH0523  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 GH0523  DYNAMIC HEIGHT  -        352.089 (meters)     1155.15  (feet) COMP
 GH0523  MODELED GRAVITY -    979,796.6   (mgal)                       NAVD 88
 GH0523
 GH0523  VERT ORDER      -  FIRST     CLASS II
 GH0523
 GH0523.The horizontal coordinates were scaled from a map and have
 GH0523.an estimated accuracy of +/- 6 seconds.
 GH0523
 GH0523.The orthometric height was determined by differential leveling and
 GH0523.adjusted by the NATIONAL GEODETIC SURVEY
 GH0523.in June 1991.
 GH0523
 GH0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0523.GEOID18 height accuracy estimate available here.
 GH0523
 GH0523.Click photographs - Photos may exist for this station.
 GH0523
 GH0523.The dynamic height is computed by dividing the NAVD 88
 GH0523.geopotential number by the normal gravity value computed on the
 GH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0523.degrees latitude (g = 980.6199 gals.).
 GH0523
 GH0523.The modeled gravity was interpolated from observed gravity values.
 GH0523
 GH0523;                    North         East    Units  Estimated Accuracy
 GH0523;SPC OK N     -   210,580.      605,770.      MT  (+/- 180 meters Scaled)
 GH0523
 GH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF948840(NAD 83)
 GH0523
 GH0523                          SUPERSEDED SURVEY CONTROL
 GH0523
 GH0523  NGVD 29 (??/??/92)  352.271  (m)         1155.74   (f) ADJ UNCH    1 2
 GH0523
 GH0523.Superseded values are not recommended for survey control.
 GH0523
 GH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0523.See file dsdata.pdf to determine how the superseded data were derived.
 GH0523
 GH0523_MARKER: DB = BENCH MARK DISK
 GH0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0523_STAMPING: P 180 1953
 GH0523_MARK LOGO: CGS
 GH0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0523+STABILITY: SURFACE MOTION
 GH0523
 GH0523  HISTORY     - Date     Condition        Report By
 GH0523  HISTORY     - 1953     MONUMENTED       CGS
 GH0523  HISTORY     - 1985     GOOD             NGS
 GH0523
 GH0523                          STATION DESCRIPTION
 GH0523
 GH0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0523'1.2 MI NW FROM WAKITA.
 GH0523'1.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0523'RAILROAD FROM THE STATION AT WAKITA, AT A ROAD CROSSING, 68 FEET
 GH0523'NORTH OF THE CENTER LINE OF A ROAD, 44 FEET NORTHEAST OF THE
 GH0523'NORTHEAST RAIL, 10.5 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET
 GH0523'SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN
 GH0523'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GH0523'GROUND.
 GH0523
 GH0523                          STATION RECOVERY (1985)
 GH0523
 GH0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0495 ***********************************************************************
 GH0495  DESIGNATION -  P 181
 GH0495  PID         -  GH0495
 GH0495  STATE/COUNTY-  OK/GRANT
 GH0495  COUNTRY     -  US
 GH0495  USGS QUAD   -  POND CREEK (2018)
 GH0495
 GH0495                         *CURRENT SURVEY CONTROL
 GH0495  ______________________________________________________________________
 GH0495* NAD 83(1986) POSITION- 36 42 51.     (N) 097 47 25.     (W)   SCALED
 GH0495* NAVD 88 ORTHO HEIGHT -   318.285 (meters)     1044.24  (feet) ADJUSTED
 GH0495  ______________________________________________________________________
 GH0495  GEOID HEIGHT    -        -28.011 (meters)                     GEOID18
 GH0495  DYNAMIC HEIGHT  -        318.017 (meters)     1043.36  (feet) COMP
 GH0495  MODELED GRAVITY -    979,782.2   (mgal)                       NAVD 88
 GH0495
 GH0495  VERT ORDER      -  FIRST     CLASS II
 GH0495
 GH0495.The horizontal coordinates were scaled from a map and have
 GH0495.an estimated accuracy of +/- 6 seconds.
 GH0495
 GH0495.The orthometric height was determined by differential leveling and
 GH0495.adjusted by the NATIONAL GEODETIC SURVEY
 GH0495.in June 1991.
 GH0495
 GH0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0495.GEOID18 height accuracy estimate available here.
 GH0495
 GH0495.Click photographs - Photos may exist for this station.
 GH0495
 GH0495.The dynamic height is computed by dividing the NAVD 88
 GH0495.geopotential number by the normal gravity value computed on the
 GH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0495.degrees latitude (g = 980.6199 gals.).
 GH0495
 GH0495.The modeled gravity was interpolated from observed gravity values.
 GH0495
 GH0495;                    North         East    Units  Estimated Accuracy
 GH0495;SPC OK N     -   190,220.      618,740.      MT  (+/- 180 meters Scaled)
 GH0495
 GH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF080638(NAD 83)
 GH0495
 GH0495                          SUPERSEDED SURVEY CONTROL
 GH0495
 GH0495  NGVD 29 (??/??/92)  318.169  (m)         1043.86   (f) ADJ UNCH    1 2
 GH0495
 GH0495.Superseded values are not recommended for survey control.
 GH0495
 GH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0495.See file dsdata.pdf to determine how the superseded data were derived.
 GH0495
 GH0495_MARKER: DB = BENCH MARK DISK
 GH0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0495_SP_SET: ABUTMENT
 GH0495_STAMPING: P 181 1953
 GH0495_MARK LOGO: CGS
 GH0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0495
 GH0495  HISTORY     - Date     Condition        Report By
 GH0495  HISTORY     - 1953     MONUMENTED       CGS
 GH0495  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0495
 GH0495                          STATION DESCRIPTION
 GH0495
 GH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0495'0.5 MI S FROM JEFFERSON.
 GH0495'0.5 MILE SOUTH ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 GH0495'FROM THE STATION AT JEFFERSON, 8 FEET WEST OF THE WEST RAIL, 4 FEET
 GH0495'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 GH0495'SOUTH ABUTMENT OF BRIDGE 318.9, 1/2 POLE NORTH OF MILEPOST 319.
 GH0495
 GH0495                          STATION RECOVERY (1985)
 GH0495
 GH0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0495'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0434 ***********************************************************************
 GH0434  DESIGNATION -  P 182
 GH0434  PID         -  GH0434
 GH0434  STATE/COUNTY-  OK/GARFIELD
 GH0434  COUNTRY     -  US
 GH0434  USGS QUAD   -  ENID EAST (2018)
 GH0434
 GH0434                         *CURRENT SURVEY CONTROL
 GH0434  ______________________________________________________________________
 GH0434* NAD 83(1986) POSITION- 36 29 32.     (N) 097 50 53.     (W)   SCALED
 GH0434* NAVD 88 ORTHO HEIGHT -   369.356 (meters)     1211.80  (feet) ADJUSTED
 GH0434  ______________________________________________________________________
 GH0434  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 GH0434  DYNAMIC HEIGHT  -        369.036 (meters)     1210.75  (feet) COMP
 GH0434  MODELED GRAVITY -    979,752.9   (mgal)                       NAVD 88
 GH0434
 GH0434  VERT ORDER      -  FIRST     CLASS II
 GH0434
 GH0434.The horizontal coordinates were scaled from a map and have
 GH0434.an estimated accuracy of +/- 6 seconds.
 GH0434
 GH0434.The orthometric height was determined by differential leveling and
 GH0434.adjusted by the NATIONAL GEODETIC SURVEY
 GH0434.in June 1991.
 GH0434
 GH0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0434.GEOID18 height accuracy estimate available here.
 GH0434
 GH0434.Click photographs - Photos may exist for this station.
 GH0434
 GH0434.The dynamic height is computed by dividing the NAVD 88
 GH0434.geopotential number by the normal gravity value computed on the
 GH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0434.degrees latitude (g = 980.6199 gals.).
 GH0434
 GH0434.The modeled gravity was interpolated from observed gravity values.
 GH0434
 GH0434;                    North         East    Units  Estimated Accuracy
 GH0434;SPC OK N     -   165,580.      613,610.      MT  (+/- 180 meters Scaled)
 GH0434
 GH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF031391(NAD 83)
 GH0434
 GH0434                          SUPERSEDED SURVEY CONTROL
 GH0434
 GH0434  NGVD 29 (??/??/92)  369.218  (m)         1211.34   (f) ADJ UNCH    1 2
 GH0434
 GH0434.Superseded values are not recommended for survey control.
 GH0434
 GH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0434.See file dsdata.pdf to determine how the superseded data were derived.
 GH0434
 GH0434_MARKER: DB = BENCH MARK DISK
 GH0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0434_STAMPING: P 182 1953
 GH0434_MARK LOGO: CGS
 GH0434_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0434+STABILITY: SURFACE MOTION
 GH0434
 GH0434  HISTORY     - Date     Condition        Report By
 GH0434  HISTORY     - 1953     MONUMENTED       CGS
 GH0434  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0434
 GH0434                          STATION DESCRIPTION
 GH0434
 GH0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0434'3.8 MI S FROM KREMLIN.
 GH0434'3.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0434'RAILROAD FROM THE STATION AT KREMLIN, AT A ROAD CROSSING, 95
 GH0434'FEET WEST OF THE WEST RAIL, 22 FEET WEST OF A TELEPHONE POLE,
 GH0434'65 FEET SOUTH OF THE CENTER LINE OF A ROAD, 3 FEET EAST OF A
 GH0434'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GH0434'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0434
 GH0434                          STATION RECOVERY (1985)
 GH0434
 GH0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0434'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0382 ***********************************************************************
 GH0382  DESIGNATION -  P 183
 GH0382  PID         -  GH0382
 GH0382  STATE/COUNTY-  OK/KINGFISHER
 GH0382  COUNTRY     -  US
 GH0382  USGS QUAD   -  BISON (2018)
 GH0382
 GH0382                         *CURRENT SURVEY CONTROL
 GH0382  ______________________________________________________________________
 GH0382* NAD 83(1986) POSITION- 36 09 31.     (N) 097 53 35.     (W)   SCALED
 GH0382* NAVD 88 ORTHO HEIGHT -   362.635 (meters)     1189.74  (feet) ADJUSTED
 GH0382  ______________________________________________________________________
 GH0382  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 GH0382  DYNAMIC HEIGHT  -        362.310 (meters)     1188.68  (feet) COMP
 GH0382  MODELED GRAVITY -    979,725.7   (mgal)                       NAVD 88
 GH0382
 GH0382  VERT ORDER      -  FIRST     CLASS II
 GH0382
 GH0382.The horizontal coordinates were scaled from a map and have
 GH0382.an estimated accuracy of +/- 6 seconds.
 GH0382
 GH0382.The orthometric height was determined by differential leveling and
 GH0382.adjusted by the NATIONAL GEODETIC SURVEY
 GH0382.in June 1991.
 GH0382
 GH0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0382.GEOID18 height accuracy estimate available here.
 GH0382
 GH0382.Click photographs - Photos may exist for this station.
 GH0382
 GH0382.The dynamic height is computed by dividing the NAVD 88
 GH0382.geopotential number by the normal gravity value computed on the
 GH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0382.degrees latitude (g = 980.6199 gals.).
 GH0382
 GH0382.The modeled gravity was interpolated from observed gravity values.
 GH0382
 GH0382;                    North         East    Units  Estimated Accuracy
 GH0382;SPC OK N     -   128,560.      609,620.      MT  (+/- 180 meters Scaled)
 GH0382
 GH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF995021(NAD 83)
 GH0382
 GH0382                          SUPERSEDED SURVEY CONTROL
 GH0382
 GH0382  NGVD 29 (??/??/92)  362.462  (m)         1189.18   (f) SUPERSEDED  1 2
 GH0382  NGVD 29 (04/22/92)  362.462  (m)         1189.18   (f) ADJUSTED    1 2
 GH0382
 GH0382.Superseded values are not recommended for survey control.
 GH0382
 GH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0382.See file dsdata.pdf to determine how the superseded data were derived.
 GH0382
 GH0382_MARKER: DB = BENCH MARK DISK
 GH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0382_STAMPING: P 183 1953
 GH0382_MARK LOGO: CGS
 GH0382_PROJECTION: PROJECTING 10 CENTIMETERS
 GH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0382+STABILITY: SURFACE MOTION
 GH0382
 GH0382  HISTORY     - Date     Condition        Report By
 GH0382  HISTORY     - 1953     MONUMENTED       CGS
 GH0382  HISTORY     - 1985     GOOD             NGS
 GH0382
 GH0382                          STATION DESCRIPTION
 GH0382
 GH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0382'2.5 MI S FROM BISON.
 GH0382'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0382'RAILROAD FROM THE STATION AT BISON, AT A ROAD CROSSING, 90 FEET
 GH0382'WEST OF THE WEST RAIL, 7.4 FEET WEST OF THE 1ST POLE NORTH OF
 GH0382'MILEPOST 358, 5.2 FEET EAST OF A FENCE, 3.3 FEET NORTH OF A
 GH0382'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0382'0.5 FOOT ABOVE THE GROUND.
 GH0382
 GH0382                          STATION RECOVERY (1985)
 GH0382
 GH0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0382'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.97 KM (2.47
 GH0382'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF MAIN STREET AT
 GH0382'BISON, THENCE 0.38 KM (0.24 MI) WEST ALONG A PAVED SECTION LINE ROAD,
 GH0382'IN THE SOUTHWEST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND
 GH0382'AND PACIFIC RAILROAD, NEAR A TELEPHONE POLE, 0.56 KM (0.35 MI) SOUTH
 GH0382'OF THE KINGFISHER-GARFIELD COUNTY LINE, 70.4 METERS (231 FT) SOUTH OF
 GH0382'THE CENTER OF THE ROAD, 27.4 METERS (90 FT) WEST OF THE WEST RAIL,
 GH0382'53.9 METERS (177 FT) NORTHWEST OF RAILROAD MILEPOLE 358 AND 2.3 METERS
 GH0382'(7.4 FT) WEST OF THE FIRST TELEPHONE POLE NORTH OF THE MILEPOLE.
 GH0382'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 GH0382'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0585 ***********************************************************************
 FJ0585  DESIGNATION -  P 184
 FJ0585  PID         -  FJ0585
 FJ0585  STATE/COUNTY-  OK/KINGFISHER
 FJ0585  COUNTRY     -  US
 FJ0585  USGS QUAD   -  DOVER (2018)
 FJ0585
 FJ0585                         *CURRENT SURVEY CONTROL
 FJ0585  ______________________________________________________________________
 FJ0585* NAD 83(1986) POSITION- 35 57 14.     (N) 097 54 52.     (W)   SCALED
 FJ0585* NAVD 88 ORTHO HEIGHT -   315.124 (meters)     1033.87  (feet) ADJUSTED
 FJ0585  ______________________________________________________________________
 FJ0585  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 FJ0585  DYNAMIC HEIGHT  -        314.840 (meters)     1032.94  (feet) COMP
 FJ0585  MODELED GRAVITY -    979,721.3   (mgal)                       NAVD 88
 FJ0585
 FJ0585  VERT ORDER      -  FIRST     CLASS II
 FJ0585
 FJ0585.The horizontal coordinates were scaled from a map and have
 FJ0585.an estimated accuracy of +/- 6 seconds.
 FJ0585
 FJ0585.The orthometric height was determined by differential leveling and
 FJ0585.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0585.in June 1991.
 FJ0585
 FJ0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0585.GEOID18 height accuracy estimate available here.
 FJ0585
 FJ0585.Click photographs - Photos may exist for this station.
 FJ0585
 FJ0585.The dynamic height is computed by dividing the NAVD 88
 FJ0585.geopotential number by the normal gravity value computed on the
 FJ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0585.degrees latitude (g = 980.6199 gals.).
 FJ0585
 FJ0585.The modeled gravity was interpolated from observed gravity values.
 FJ0585
 FJ0585;                    North         East    Units  Estimated Accuracy
 FJ0585;SPC OK N     -   105,840.      607,720.      MT  (+/- 180 meters Scaled)
 FJ0585
 FJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE978793(NAD 83)
 FJ0585
 FJ0585                          SUPERSEDED SURVEY CONTROL
 FJ0585
 FJ0585  NGVD 29 (??/??/92)  314.999  (m)         1033.46   (f) ADJ UNCH    1 2
 FJ0585
 FJ0585.Superseded values are not recommended for survey control.
 FJ0585
 FJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0585.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0585
 FJ0585_MARKER: DB = BENCH MARK DISK
 FJ0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0585_SP_SET: ABUTMENT
 FJ0585_STAMPING: P 184 1953
 FJ0585_MARK LOGO: CGS
 FJ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0585
 FJ0585  HISTORY     - Date     Condition        Report By
 FJ0585  HISTORY     - 1953     MONUMENTED       CGS
 FJ0585  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0585
 FJ0585                          STATION DESCRIPTION
 FJ0585
 FJ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0585'1.8 MI S FROM DOVER.
 FJ0585'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0585'FROM THE STATION AT DOVER, 5 FEET EAST OF THE EAST RAIL, SET IN
 FJ0585'THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE OVER
 FJ0585'THE CIMARRON RIVER.
 FJ0585
 FJ0585                          STATION RECOVERY (1985)
 FJ0585
 FJ0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0585'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0552 ***********************************************************************
 FJ0552  DESIGNATION -  P 185
 FJ0552  PID         -  FJ0552
 FJ0552  STATE/COUNTY-  OK/CANADIAN
 FJ0552  COUNTRY     -  US
 FJ0552  USGS QUAD   -  OKARCHE (2018)
 FJ0552
 FJ0552                         *CURRENT SURVEY CONTROL
 FJ0552  ______________________________________________________________________
 FJ0552* NAD 83(1986) POSITION- 35 41 18.     (N) 097 59 15.     (W)   SCALED
 FJ0552* NAVD 88 ORTHO HEIGHT -   380.602 (meters)     1248.69  (feet) ADJUSTED
 FJ0552  ______________________________________________________________________
 FJ0552  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 FJ0552  DYNAMIC HEIGHT  -        380.243 (meters)     1247.51  (feet) COMP
 FJ0552  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 FJ0552
 FJ0552  VERT ORDER      -  FIRST     CLASS II
 FJ0552
 FJ0552.The horizontal coordinates were scaled from a map and have
 FJ0552.an estimated accuracy of +/- 6 seconds.
 FJ0552
 FJ0552.The orthometric height was determined by differential leveling and
 FJ0552.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0552.in June 1991.
 FJ0552
 FJ0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0552.GEOID18 height accuracy estimate available here.
 FJ0552
 FJ0552.Click photographs - Photos may exist for this station.
 FJ0552
 FJ0552.The dynamic height is computed by dividing the NAVD 88
 FJ0552.geopotential number by the normal gravity value computed on the
 FJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0552.degrees latitude (g = 980.6199 gals.).
 FJ0552
 FJ0552.The modeled gravity was interpolated from observed gravity values.
 FJ0552
 FJ0552;                    North         East    Units  Estimated Accuracy
 FJ0552;SPC OK N     -    76,370.      601,130.      MT  (+/- 180 meters Scaled)
 FJ0552
 FJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE916498(NAD 83)
 FJ0552
 FJ0552                          SUPERSEDED SURVEY CONTROL
 FJ0552
 FJ0552  NGVD 29 (??/??/92)  380.449  (m)         1248.19   (f) ADJ UNCH    1 2
 FJ0552
 FJ0552.Superseded values are not recommended for survey control.
 FJ0552
 FJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0552.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0552
 FJ0552_MARKER: DB = BENCH MARK DISK
 FJ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0552_STAMPING: P 185 1953
 FJ0552_MARK LOGO: CGS
 FJ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0552+STABILITY: SURFACE MOTION
 FJ0552
 FJ0552  HISTORY     - Date     Condition        Report By
 FJ0552  HISTORY     - 1953     MONUMENTED       CGS
 FJ0552
 FJ0552                          STATION DESCRIPTION
 FJ0552
 FJ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0552'2.5 MI S FROM OKARCHE.
 FJ0552'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0552'RAILROAD FROM THE STATION AT OKARCHE, 44 FEET WEST OF THE WEST
 FJ0552'RAIL, 8 FEET WEST OF THE 2ND POLE SOUTH OF MILEPOST 391, 3 FEET
 FJ0552'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 FJ0552'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0124 ***********************************************************************
 FK0124  DESIGNATION -  P 186
 FK0124  PID         -  FK0124
 FK0124  STATE/COUNTY-  OK/CANADIAN
 FK0124  COUNTRY     -  US
 FK0124  USGS QUAD   -  COGAR NE (2018)
 FK0124
 FK0124                         *CURRENT SURVEY CONTROL
 FK0124  ______________________________________________________________________
 FK0124* NAD 83(1986) POSITION- 35 29 36.     (N) 098 04 41.     (W)   SCALED
 FK0124* NAVD 88 ORTHO HEIGHT -   451.341 (meters)     1480.77  (feet) ADJUSTED
 FK0124  ______________________________________________________________________
 FK0124  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 FK0124  DYNAMIC HEIGHT  -        450.898 (meters)     1479.32  (feet) COMP
 FK0124  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 FK0124
 FK0124  VERT ORDER      -  FIRST     CLASS II
 FK0124
 FK0124.The horizontal coordinates were scaled from a map and have
 FK0124.an estimated accuracy of +/- 6 seconds.
 FK0124
 FK0124.The orthometric height was determined by differential leveling and
 FK0124.adjusted by the NATIONAL GEODETIC SURVEY
 FK0124.in June 1991.
 FK0124
 FK0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0124.GEOID18 height accuracy estimate available here.
 FK0124
 FK0124.Click photographs - Photos may exist for this station.
 FK0124
 FK0124.The dynamic height is computed by dividing the NAVD 88
 FK0124.geopotential number by the normal gravity value computed on the
 FK0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0124.degrees latitude (g = 980.6199 gals.).
 FK0124
 FK0124.The modeled gravity was interpolated from observed gravity values.
 FK0124
 FK0124;                    North         East    Units  Estimated Accuracy
 FK0124;SPC OK N     -    54,740.      592,920.      MT  (+/- 180 meters Scaled)
 FK0124
 FK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE836281(NAD 83)
 FK0124
 FK0124                          SUPERSEDED SURVEY CONTROL
 FK0124
 FK0124  NGVD 29 (??/??/92)  451.154  (m)         1480.16   (f) ADJ UNCH    1 2
 FK0124
 FK0124.Superseded values are not recommended for survey control.
 FK0124
 FK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0124.See file dsdata.pdf to determine how the superseded data were derived.
 FK0124
 FK0124_MARKER: DB = BENCH MARK DISK
 FK0124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0124_SP_SET: CULVERT HEADWALL
 FK0124_STAMPING: P 186 1953
 FK0124_MARK LOGO: CGS
 FK0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0124+STABILITY: SURFACE MOTION
 FK0124
 FK0124  HISTORY     - Date     Condition        Report By
 FK0124  HISTORY     - 1953     MONUMENTED       CGS
 FK0124
 FK0124                          STATION DESCRIPTION
 FK0124
 FK0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0124'10 MI SW FROM EL RENO.
 FK0124'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0124'RAILROAD FROM THE STATION AT EL RENO, THENCE 7.3 MILES WEST
 FK0124'ALONG A GRADED DIRT ROAD, 16 FEET SOUTH OF THE CENTER LINE OF AN
 FK0124'EAST AND WEST ROAD, 25 FEET EAST OF THE CENTER LINE OF A NORTH
 FK0124'AND SOUTH ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH
 FK0124'CONCRETE HEADWALL OF A 24 INCH PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0428 ***********************************************************************
 FJ0428  DESIGNATION -  P 187
 FJ0428  PID         -  FJ0428
 FJ0428  STATE/COUNTY-  OK/GRADY
 FJ0428  COUNTRY     -  US
 FJ0428  USGS QUAD   -  CHICKASHA (2018)
 FJ0428
 FJ0428                         *CURRENT SURVEY CONTROL
 FJ0428  ______________________________________________________________________
 FJ0428* NAD 83(1986) POSITION- 35 05 33.     (N) 097 57 40.     (W)   SCALED
 FJ0428* NAVD 88 ORTHO HEIGHT -   345.300 (meters)     1132.87  (feet) ADJUSTED
 FJ0428  ______________________________________________________________________
 FJ0428  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 FJ0428  DYNAMIC HEIGHT  -        344.958 (meters)     1131.75  (feet) COMP
 FJ0428  MODELED GRAVITY -    979,633.5   (mgal)                       NAVD 88
 FJ0428
 FJ0428  VERT ORDER      -  FIRST     CLASS II
 FJ0428
 FJ0428.This mark is at Chickasha Airport (CHK)
 FJ0428
 FJ0428.The horizontal coordinates were scaled from a map and have
 FJ0428.an estimated accuracy of +/- 6 seconds.
 FJ0428
 FJ0428.The orthometric height was determined by differential leveling and
 FJ0428.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0428.in June 1991.
 FJ0428
 FJ0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0428.GEOID18 height accuracy estimate available here.
 FJ0428
 FJ0428.Click photographs - Photos may exist for this station.
 FJ0428
 FJ0428.The dynamic height is computed by dividing the NAVD 88
 FJ0428.geopotential number by the normal gravity value computed on the
 FJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0428.degrees latitude (g = 980.6199 gals.).
 FJ0428
 FJ0428.The modeled gravity was interpolated from observed gravity values.
 FJ0428
 FJ0428;                    North         East    Units  Estimated Accuracy
 FJ0428;SPC OK S     -   195,140.      603,550.      MT  (+/- 180 meters Scaled)
 FJ0428
 FJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND946837(NAD 83)
 FJ0428
 FJ0428                          SUPERSEDED SURVEY CONTROL
 FJ0428
 FJ0428  NGVD 29 (??/??/92)  345.188  (m)         1132.50   (f) ADJ UNCH    1 2
 FJ0428
 FJ0428.Superseded values are not recommended for survey control.
 FJ0428
 FJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0428.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0428
 FJ0428_MARKER: DB = BENCH MARK DISK
 FJ0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0428_STAMPING: P 187 1953
 FJ0428_MARK LOGO: CGS
 FJ0428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FJ0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0428+STABILITY: SURFACE MOTION
 FJ0428
 FJ0428  HISTORY     - Date     Condition        Report By
 FJ0428  HISTORY     - 1953     MONUMENTED       CGS
 FJ0428  HISTORY     - 1977     GOOD             NGS
 FJ0428  HISTORY     - 19770510 GOOD             NGS
 FJ0428  HISTORY     - 1986     GOOD             NGS
 FJ0428
 FJ0428                          STATION DESCRIPTION
 FJ0428
 FJ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0428'3.6 MI NW FROM CHICKASHA.
 FJ0428'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 FJ0428'WITH U.S. HIGHWAYS 62 AND 277 AT CHICKASHA, 37 FEET SOUTH
 FJ0428'OF THE CENTER OF THE ENTRANCE TO THE CHICKASHA MUNICIPAL AIRPORT,
 FJ0428'1.2 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET
 FJ0428'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 FJ0428'THE GROUND.
 FJ0428
 FJ0428                          STATION RECOVERY (1977)
 FJ0428
 FJ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FJ0428'RECOVERED IN GOOD CONDITION.
 FJ0428
 FJ0428                          STATION RECOVERY (1977)
 FJ0428
 FJ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FJ0428'THE STATION IS LOCATED IN THE EAST BOUNDARY FENCE OF THE AIRPORT
 FJ0428'APPROXIMATELY 400 FT (121.9 M) NORTHEAST OF THE EASTERN MOST HANGAR AT
 FJ0428'THE AIRPORT.  IT IS 37 FT (11.3 M) SOUTH OF THE CENTER OF A DRIVE
 FJ0428'GOING ONTO THE AIRPORT AND 1.2 FT (0.4 M) EAST OF A FENCE.  A STANDARD
 FJ0428'CGS BM DISK STAMPED---P 187 1953---, SET IN THE TOP OF A CONCRETE POST
 FJ0428'WHICH PROJECTS 0.2 FT (6.1 CM) STATION IS ALSO A SECOND ORDER BENCH
 FJ0428'MARK.
 FJ0428
 FJ0428                          STATION RECOVERY (1986)
 FJ0428
 FJ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0428'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 FJ0428'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 FJ0428'CHICKASHA, 64.3 M (211.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FJ0428'33.1 M (108.6 FT) EAST OF THE EXTERNDED CENTER OF A PAVED ROAD, 26.9 M
 FJ0428'(88.3 FT) NORTH-NORTHEAST OF A UTILITY POLE, AND 12.2 M (40.0 FT)
 FJ0428'SOUTH OF THE CENTER OF A PAVED ROAD.
 FJ0428'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0673 ***********************************************************************
 FJ0673  DESIGNATION -  P 192
 FJ0673  PID         -  FJ0673
 FJ0673  STATE/COUNTY-  OK/CANADIAN
 FJ0673  COUNTRY     -  US
 FJ0673  USGS QUAD   -  MUSTANG (2018)
 FJ0673
 FJ0673                         *CURRENT SURVEY CONTROL
 FJ0673  ______________________________________________________________________
 FJ0673* NAD 83(1986) POSITION- 35 28 10.     (N) 097 41 19.     (W)   SCALED
 FJ0673* NAVD 88 ORTHO HEIGHT -   377.447 (meters)     1238.34  (feet) ADJUSTED
 FJ0673  ______________________________________________________________________
 FJ0673  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 FJ0673  DYNAMIC HEIGHT  -        377.082 (meters)     1237.14  (feet) COMP
 FJ0673  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 FJ0673
 FJ0673  VERT ORDER      -  FIRST     CLASS II
 FJ0673
 FJ0673.The horizontal coordinates were scaled from a map and have
 FJ0673.an estimated accuracy of +/- 6 seconds.
 FJ0673
 FJ0673.The orthometric height was determined by differential leveling and
 FJ0673.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0673.in August 1994.
 FJ0673
 FJ0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0673.GEOID18 height accuracy estimate available here.
 FJ0673
 FJ0673.Click photographs - Photos may exist for this station.
 FJ0673
 FJ0673.The dynamic height is computed by dividing the NAVD 88
 FJ0673.geopotential number by the normal gravity value computed on the
 FJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0673.degrees latitude (g = 980.6199 gals.).
 FJ0673
 FJ0673.The modeled gravity was interpolated from observed gravity values.
 FJ0673
 FJ0673;                    North         East    Units  Estimated Accuracy
 FJ0673;SPC OK N     -    52,130.      628,260.      MT  (+/- 180 meters Scaled)
 FJ0673
 FJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE189258(NAD 83)
 FJ0673
 FJ0673                          SUPERSEDED SURVEY CONTROL
 FJ0673
 FJ0673  NAVD 88 (??/??/92)  377.498  (m)         1238.51   (f) POSTED      3  
 FJ0673
 FJ0673.Superseded values are not recommended for survey control.
 FJ0673
 FJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0673.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0673
 FJ0673_MARKER: I = METAL ROD
 FJ0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0673_STAMPING: P 192 1984
 FJ0673_MARK LOGO: NGS
 FJ0673_PROJECTION: FLUSH
 FJ0673_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0673+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 FJ0673_ROD/PIPE-DEPTH: 14.6 meters
 FJ0673
 FJ0673  HISTORY     - Date     Condition        Report By
 FJ0673  HISTORY     - 1984     MONUMENTED       NGS
 FJ0673  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0673  HISTORY     - 19940113 GOOD             NGS
 FJ0673
 FJ0673                          STATION DESCRIPTION
 FJ0673
 FJ0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0673'8.8 KM (5.5 MI) SE FROM YUKON.
 FJ0673'THE MARK IS ABOVE LEVEL WITH MORGAN ROAD.
 FJ0673'1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0673'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE
 FJ0673'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0673'BOULEVARD), THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG SOUTH RANCHWOOD
 FJ0673'BOULEVARD, THENCE 1.8 KM (1.1 MI) EAST ALONG NORTHWEST 10TH STREET,
 FJ0673'THENCE 1.0 KM (0.65 MI) SOUTH ALONG MORGAN ROAD, AT A HIGH TENSION
 FJ0673'POWERLINE CROSSING MORGAN ROAD, 22.55 METERS (74.0 FT) EAST OF THE
 FJ0673'CENTERLINE OF MORGAN ROAD, 18.28 METERS (60.0 FT) SOUTHEAST OF THE
 FJ0673'NORTHEASTERNMOST ONE OF TWO POWERLINE POLES SUPPORTING THE POWERLINE,
 FJ0673'8.53 METERS (28.0 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, AND
 FJ0673'0.24 METERS (0.8 FT) WEST OF A BARBED WIRE FENCE WITH STEEL T-BAR
 FJ0673'POSTS.  NOTE, ROD DRIVING RATE MET, ROD ANCHORED.
 FJ0673'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FJ0673
 FJ0673                          STATION RECOVERY (1988)
 FJ0673
 FJ0673'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0673'MARK NOT FOUND.
 FJ0673
 FJ0673                          STATION RECOVERY (1994)
 FJ0673
 FJ0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0673'1.8 KM (1.10 MI) EASTERLY ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 FJ0673'STATE HIGHWAY 92 SOUTH (11TH STREET) IN YUKON, THENCE 4.2 KM
 FJ0673'(2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0673'BOULEVARD), THENCE 1.8 KM (1.10 MI) EASTERLY ALONG NORTHWEST 10TH
 FJ0673'STREET, THENCE 1.0 KM (0.60 MI) SOUTHERLY AL0NG MORGAN ROAD, AT A
 FJ0673'HIGH LINE CROSSING, 22.6 M (74.1 FT) EAST OF THE ROAD CENTERLINE,
 FJ0673'18.3 M (60.0 FT) SOUTHEAST OF THE MOST NORTHEASTERLY OF 2 HIGH LINE
 FJ0673'POLES, 8.5 M (27.9 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.4 M
 FJ0673'(1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A FENCE,
 FJ0673'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 FJ0673'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0704 ***********************************************************************
 FJ0704  DESIGNATION -  P 193
 FJ0704  PID         -  FJ0704
 FJ0704  STATE/COUNTY-  OK/OKLAHOMA
 FJ0704  COUNTRY     -  US
 FJ0704  USGS QUAD   -  HARRAH (2018)
 FJ0704
 FJ0704                         *CURRENT SURVEY CONTROL
 FJ0704  ______________________________________________________________________
 FJ0704* NAD 83(1986) POSITION- 35 29 36.40   (N) 097 12 44.72   (W)   HD_HELD1
 FJ0704* NAVD 88 ORTHO HEIGHT -   343.499 (meters)     1126.96  (feet) ADJUSTED
 FJ0704  ______________________________________________________________________
 FJ0704  GEOID HEIGHT    -        -27.173 (meters)                     GEOID18
 FJ0704  DYNAMIC HEIGHT  -        343.173 (meters)     1125.89  (feet) COMP
 FJ0704  MODELED GRAVITY -    979,675.0   (mgal)                       NAVD 88
 FJ0704
 FJ0704  VERT ORDER      -  FIRST     CLASS II
 FJ0704
 FJ0704.The horizontal coordinates were determined by differentially corrected
 FJ0704.hand held GPS observations or other comparable positioning techniques
 FJ0704.and have an estimated accuracy of +/- 3 meters.
 FJ0704
 FJ0704.The orthometric height was determined by differential leveling and
 FJ0704.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0704.in August 1994.
 FJ0704
 FJ0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0704.GEOID18 height accuracy estimate available here.
 FJ0704
 FJ0704.Click photographs - Photos may exist for this station.
 FJ0704
 FJ0704.The dynamic height is computed by dividing the NAVD 88
 FJ0704.geopotential number by the normal gravity value computed on the
 FJ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0704.degrees latitude (g = 980.6199 gals.).
 FJ0704
 FJ0704.The modeled gravity was interpolated from observed gravity values.
 FJ0704
 FJ0704;                    North         East    Units  Estimated Accuracy
 FJ0704;SPC OK N     -    55,039.3     671,462.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0704
 FJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6214229235(NAD 83)
 FJ0704
 FJ0704                          SUPERSEDED SURVEY CONTROL
 FJ0704
 FJ0704  NAVD 88 (06/15/91)  343.548  (m)         1127.12   (f) SUPERSEDED  1 2
 FJ0704
 FJ0704.Superseded values are not recommended for survey control.
 FJ0704
 FJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0704.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0704
 FJ0704_MARKER: F = FLANGE-ENCASED ROD
 FJ0704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0704_STAMPING: P 193 1984
 FJ0704_MARK LOGO: NGS
 FJ0704_PROJECTION: FLUSH
 FJ0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0704+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2022
 FJ0704_ROD/PIPE-DEPTH: 3.0 meters
 FJ0704
 FJ0704  HISTORY     - Date     Condition        Report By
 FJ0704  HISTORY     - 1984     MONUMENTED       NGS
 FJ0704  HISTORY     - 1988     GOOD             USPSQD
 FJ0704  HISTORY     - 1989     GOOD             USPSQD
 FJ0704  HISTORY     - 1990     GOOD             USPSQD
 FJ0704  HISTORY     - 1990     GOOD             USPSQD
 FJ0704  HISTORY     - 20220725 SEE DESCRIPTION  OKDOT
 FJ0704
 FJ0704                          STATION DESCRIPTION
 FJ0704
 FJ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0704'4.7 KM (2.9 MI) WEST FROM HARRAH.
 FJ0704'4.7 KM (2.9 MI) WEST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0704'FROM THE JUNCTION OF U.S. HIGHWAY 270 IN HARRAH, AT THE JUNCTION OF
 FJ0704'PEEBLY ROAD, 19.8 METERS (65.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 FJ0704'62 WESTBOUND LANES, 10.1 METERS (33.0 FT) WEST OF THE CENTERLINE OF
 FJ0704'PEEBLY ROAD, 0.31 METERS (1.0 FT) EAST OF A FENCE LINE, 2.6 METERS
 FJ0704'(8.6 FT) NORTH OF A CORNER FENCE POST, 3.7 METERS (12.0 FT)
 FJ0704'NORTH-NORTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES, AND 3.5 METERS
 FJ0704'(11.4 FT) SOUTH OF THE NORTHERNMOST ONE OF TWO GUY WIRE ANCHORS.
 FJ0704'NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED.
 FJ0704'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 FJ0704'THE MARK IS 0.61 M ABOVE PEEBLY ROAD.
 FJ0704
 FJ0704                          STATION RECOVERY (1988)
 FJ0704
 FJ0704'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0704'RECOVERED IN GOOD CONDITION.
 FJ0704
 FJ0704                          STATION RECOVERY (1989)
 FJ0704
 FJ0704'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0704'RECOVERED IN GOOD CONDITION.
 FJ0704
 FJ0704                          STATION RECOVERY (1990)
 FJ0704
 FJ0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0704'RECOVERED IN GOOD CONDITION.
 FJ0704
 FJ0704                          STATION RECOVERY (1990)
 FJ0704
 FJ0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0704'RECOVERED IN GOOD CONDITION.
 FJ0704
 FJ0704                          STATION RECOVERY (2022)
 FJ0704
 FJ0704'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0704'LOOKS LIKE IT IS LEANING AND HAS BEEN HIT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0879 ***********************************************************************
 FH0879  DESIGNATION -  P 194
 FH0879  PID         -  FH0879
 FH0879  STATE/COUNTY-  OK/MUSKOGEE
 FH0879  COUNTRY     -  US
 FH0879  USGS QUAD   -  WARNER (2018)
 FH0879
 FH0879                         *CURRENT SURVEY CONTROL
 FH0879  ______________________________________________________________________
 FH0879* NAD 83(2011) POSITION- 35 28 43.04078(N) 095 18 24.42131(W)   NO CHECK
 FH0879* NAD 83(2011) ELLIP HT-   148.320 (meters)        (06/27/12)   NO CHECK
 FH0879* NAD 83(2011) EPOCH   -  2010.00
 FH0879* NAVD 88 ORTHO HEIGHT -   178.266 (meters)      584.86  (feet) ADJUSTED
 FH0879  ______________________________________________________________________
 FH0879  GEOID HEIGHT    -        -29.899 (meters)                     GEOID18
 FH0879  NAD 83(2011) X  -   -480,931.668 (meters)                     COMP
 FH0879  NAD 83(2011) Y  - -5,177,620.871 (meters)                     COMP
 FH0879  NAD 83(2011) Z  -  3,681,322.862 (meters)                     COMP
 FH0879  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 FH0879  DYNAMIC HEIGHT  -        178.099 (meters)      584.31  (feet) COMP
 FH0879  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 FH0879
 FH0879  VERT ORDER      -  FIRST     CLASS II
 FH0879
 FH0879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0879  Standards:
 FH0879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0879  -------------------------------------------------------------------
 FH0879  NETWORK    2.09   5.33           0.97   0.69   2.72      0.00372896
 FH0879  -------------------------------------------------------------------
 FH0879  Click here for local accuracies and other accuracy information.
 FH0879
 FH0879.The horizontal coordinates were established by GPS observations
 FH0879.and adjusted by the National Geodetic Survey in June 2012.
 FH0879
 FH0879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0879.been affixed to the stable North American tectonic plate. See 
 FH0879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0879
 FH0879.The horizontal coordinates are valid at the epoch date displayed above
 FH0879.which is a decimal equivalence of Year/Month/Day.
 FH0879
 FH0879.No horizontal observational check was made to the station.
 FH0879
 FH0879.The orthometric height was determined by differential leveling and
 FH0879.adjusted by the NATIONAL GEODETIC SURVEY
 FH0879.in June 1991.
 FH0879
 FH0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0879.GEOID18 height accuracy estimate available here.
 FH0879
 FH0879.Click photographs - Photos may exist for this station.
 FH0879
 FH0879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0879
 FH0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0879
 FH0879.The ellipsoidal height was determined by GPS observations
 FH0879.and is referenced to NAD 83.
 FH0879
 FH0879.The dynamic height is computed by dividing the NAVD 88
 FH0879.geopotential number by the normal gravity value computed on the
 FH0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0879.degrees latitude (g = 980.6199 gals.).
 FH0879
 FH0879.The modeled gravity was interpolated from observed gravity values.
 FH0879
 FH0879. The following values were computed from the NAD 83(2011) position.
 FH0879
 FH0879;                    North         East     Units Scale Factor Converg.
 FH0879;SPC OK N     -    56,494.858   844,391.446   MT  1.00001715   +1 35 21.8
 FH0879;SPC OK N     -   185,350.21  2,770,307.60   sFT  1.00001715   +1 35 21.8
 FH0879;UTM  15      - 3,928,568.557   290,716.615   MT  1.00013978   -1 20 21.6
 FH0879
 FH0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0879!SPC OK N     -   0.99997672  x   1.00001715  =   0.99999387
 FH0879!UTM  15      -   0.99997672  x   1.00013978  =   1.00011650
 FH0879
 FH0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9071628568(NAD 83)
 FH0879
 FH0879                          SUPERSEDED SURVEY CONTROL
 FH0879
 FH0879  NAD 83(2007)-  35 28 43.04092(N)    095 18 24.42217(W) AD(2002.00) 0
 FH0879  ELLIP H (02/10/07)  148.337  (m)                       GP(2002.00)    
 FH0879  NAD 83(1993)-  35 28 43.04113(N)    095 18 24.42211(W) AD(       ) 1
 FH0879  ELLIP H (03/07/02)  148.329  (m)                       GP(       ) 4 2
 FH0879  NAVD 88             178.27   (m)          584.9    (f) LEVELING    3  
 FH0879
 FH0879.Superseded values are not recommended for survey control.
 FH0879
 FH0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0879.See file dsdata.pdf to determine how the superseded data were derived.
 FH0879
 FH0879_MARKER: I = METAL ROD
 FH0879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0879_STAMPING: P 194 1984
 FH0879_MARK LOGO: NGS
 FH0879_PROJECTION: RECESSED 2 CENTIMETERS
 FH0879_MAGNETIC: I = MARKER IS A STEEL ROD
 FH0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0879+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2001
 FH0879_ROD/PIPE-DEPTH: 3.29 meters
 FH0879
 FH0879  HISTORY     - Date     Condition        Report By
 FH0879  HISTORY     - 1984     MONUMENTED       NGS
 FH0879  HISTORY     - 1988     GOOD             USPSQD
 FH0879  HISTORY     - 1989     GOOD             USPSQD
 FH0879  HISTORY     - 1990     GOOD             USPSQD
 FH0879  HISTORY     - 20010521 GOOD             MSAM
 FH0879  HISTORY     - 20070601 MARK NOT FOUND   GEOCAC
 FH0879
 FH0879                          STATION DESCRIPTION
 FH0879
 FH0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0879'0.2 KM (0.15 MI) NORTH FROM WARNER.
 FH0879'0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 2 FROM THE INTERSTATE
 FH0879'HIGHWAY 40 OVERPASS WHICH IS ABOUT ONE MILE SOUTH OF WARNER, AT A
 FH0879'PAVED ENTRANCE LEADING EAST TO A CONOCO SERVICE STATION, SET
 FH0879'3.81 METERS (12.5 FT) SOUTHEAST OF A POWERLINE POLE WITH A LARGE AND A
 FH0879'SMALL TRANSFORMER AND SECURITY LIGHT ATTACHED, 40.53 METERS (133.0 FT)
 FH0879'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2 NORTHBOUND,
 FH0879'18.59 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD
 FH0879'ENTRANCE TO THE SERVICE STATION, 3.56 METERS (11.7 FT) EAST OF A GUY
 FH0879'WIRE ANCHOR, 3.35 METERS (11.0 FT) SOUTHEAST OF THE NORTHWEST END OF A
 FH0879'FENCE, AND 0.54 METERS (1.8 FT) SOUTHWEST OF A FENCE.  NOTE, ROD WAS
 FH0879'DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0879'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FH0879'THE MARK IS 3.04 M ABOVE STATE HIGHWAY 2.
 FH0879
 FH0879                          STATION RECOVERY (1988)
 FH0879
 FH0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0879'RECOVERED IN GOOD CONDITION.
 FH0879
 FH0879                          STATION RECOVERY (1989)
 FH0879
 FH0879'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0879'RECOVERED IN GOOD CONDITION.
 FH0879
 FH0879                          STATION RECOVERY (1990)
 FH0879
 FH0879'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0879'RECOVERED IN GOOD CONDITION.
 FH0879
 FH0879                          STATION RECOVERY (2001)
 FH0879
 FH0879'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FH0879'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 FH0879'RECOVERED AS DESCRIBED.
 FH0879'
 FH0879
 FH0879                          STATION RECOVERY (2007)
 FH0879
 FH0879'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 FH0879'RECOVERED IN POOR CONDITION. COVER TO ACCESS HOLE HAS BEEN BROKEN,
 FH0879'SLEEVE AROUND TOP OF ROD HAS BEEN FILLED IN. TOP OF ROD IS ABOUT THREE
 FH0879'INCHES BELOW LEVEL. CONOCO STATION HAS BEEN LEVELED. REFERENCE TO
 FH0879'POWER POLE WITH TRANSFORMERS IS INCORRECT. MARK IS 12.5FT SOUTH OF ONE
 FH0879'POWER POLE WEST OF POLE WITH TRANSFORMERS. PAVED DRIVEWAY IS FIRST ON
 FH0879'THE RIGHT HEADING NORTH FROM IH40.
 FH0879'
 FH0879'REPORT SUBMITTED TO NGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0741 ***********************************************************************
 FJ0741  DESIGNATION -  P 195
 FJ0741  PID         -  FJ0741
 FJ0741  STATE/COUNTY-  OK/LINCOLN
 FJ0741  COUNTRY     -  US
 FJ0741  USGS QUAD   -  PRAGUE (2018)
 FJ0741
 FJ0741                         *CURRENT SURVEY CONTROL
 FJ0741  ______________________________________________________________________
 FJ0741* NAD 83(1986) POSITION- 35 29 29.78   (N) 096 39 23.96   (W)   HD_HELD1
 FJ0741* NAVD 88 ORTHO HEIGHT -   308.991 (meters)     1013.75  (feet) ADJUSTED
 FJ0741  ______________________________________________________________________
 FJ0741  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 FJ0741  DYNAMIC HEIGHT  -        308.699 (meters)     1012.79  (feet) COMP
 FJ0741  MODELED GRAVITY -    979,683.2   (mgal)                       NAVD 88
 FJ0741
 FJ0741  VERT ORDER      -  FIRST     CLASS II
 FJ0741
 FJ0741.The horizontal coordinates were determined by differentially corrected
 FJ0741.hand held GPS observations or other comparable positioning techniques
 FJ0741.and have an estimated accuracy of +/- 3 meters.
 FJ0741
 FJ0741.The orthometric height was determined by differential leveling and
 FJ0741.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0741.in June 1991.
 FJ0741
 FJ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0741.GEOID18 height accuracy estimate available here.
 FJ0741
 FJ0741.Click photographs - Photos may exist for this station.
 FJ0741
 FJ0741.The dynamic height is computed by dividing the NAVD 88
 FJ0741.geopotential number by the normal gravity value computed on the
 FJ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0741.degrees latitude (g = 980.6199 gals.).
 FJ0741
 FJ0741.The modeled gravity was interpolated from observed gravity values.
 FJ0741
 FJ0741;                    North         East    Units  Estimated Accuracy
 FJ0741;SPC OK N     -    55,388.7     721,891.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0741
 FJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1256630087(NAD 83)
 FJ0741
 FJ0741                          SUPERSEDED SURVEY CONTROL
 FJ0741
 FJ0741.No superseded survey control is available for this station.
 FJ0741
 FJ0741_MARKER: F = FLANGE-ENCASED ROD
 FJ0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0741_STAMPING: P 195 1984
 FJ0741_MARK LOGO: NGS
 FJ0741_PROJECTION: RECESSED 6 CENTIMETERS
 FJ0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0741+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0741_ROD/PIPE-DEPTH: 6.1 meters
 FJ0741
 FJ0741  HISTORY     - Date     Condition        Report By
 FJ0741  HISTORY     - 1984     MONUMENTED       NGS
 FJ0741  HISTORY     - 1988     GOOD             USPSQD
 FJ0741  HISTORY     - 1990     GOOD             USPSQD
 FJ0741  HISTORY     - 1990     GOOD             USPSQD
 FJ0741  HISTORY     - 20021025 GOOD             JCLS
 FJ0741  HISTORY     - 20240717 GOOD             OKDOT
 FJ0741
 FJ0741                          STATION DESCRIPTION
 FJ0741
 FJ0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0741'3.0 KM (1.85 MI) EAST FROM PRAGUE.
 FJ0741'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0741'HIGHWAY 99 IN PRAGUE, AT THE NORTHWEST END OF THE PRAGUE CEMETERY,
 FJ0741'15.24 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0741'10.61 METERS (34.8 FT) WEST-NORTHWEST OF WHITMORE HEADSTONE,
 FJ0741'2.74 METERS (9.0 FT) WEST OF THE CENTER OF THE WEST ENTRANCE TO THE
 FJ0741'CEMETERY, 2.13 METERS (7.0 FT) NORTH OF A METAL POST WITH CABLE
 FJ0741'ATTACHED, AND 1.52 METERS (5.0 FT) NORTHEAST OF A POWERLINE POLE.
 FJ0741'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 FJ0741'THE MARK IS 0.5 M ABOVE HIGHWAY.
 FJ0741
 FJ0741                          STATION RECOVERY (1988)
 FJ0741
 FJ0741'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0741'RECOVERED IN GOOD CONDITION.
 FJ0741
 FJ0741                          STATION RECOVERY (1990)
 FJ0741
 FJ0741'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0741'RECOVERED IN GOOD CONDITION.
 FJ0741
 FJ0741                          STATION RECOVERY (1990)
 FJ0741
 FJ0741'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0741'RECOVERED IN GOOD CONDITION.
 FJ0741
 FJ0741                          STATION RECOVERY (2002)
 FJ0741
 FJ0741'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ0741'RECOVERED IN GOOD CONDITION.
 FJ0741
 FJ0741                          STATION RECOVERY (2024)
 FJ0741
 FJ0741'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0764 ***********************************************************************
 FJ0764  DESIGNATION -  P 196
 FJ0764  PID         -  FJ0764
 FJ0764  STATE/COUNTY-  OK/OKFUSKEE
 FJ0764  COUNTRY     -  US
 FJ0764  USGS QUAD   -  CLEARVIEW (2018)
 FJ0764
 FJ0764                         *CURRENT SURVEY CONTROL
 FJ0764  ______________________________________________________________________
 FJ0764* NAD 83(1986) POSITION- 35 25 40.41   (N) 096 14 58.04   (W)   HD_HELD1
 FJ0764* NAVD 88 ORTHO HEIGHT -   254.310 (meters)      834.35  (feet) ADJUSTED
 FJ0764  ______________________________________________________________________
 FJ0764  GEOID HEIGHT    -        -28.592 (meters)                     GEOID18
 FJ0764  DYNAMIC HEIGHT  -        254.068 (meters)      833.55  (feet) COMP
 FJ0764  MODELED GRAVITY -    979,674.4   (mgal)                       NAVD 88
 FJ0764
 FJ0764  VERT ORDER      -  FIRST     CLASS II
 FJ0764
 FJ0764.The horizontal coordinates were determined by differentially corrected
 FJ0764.hand held GPS observations or other comparable positioning techniques
 FJ0764.and have an estimated accuracy of +/- 3 meters.
 FJ0764
 FJ0764.The orthometric height was determined by differential leveling and
 FJ0764.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0764.in June 1991.
 FJ0764
 FJ0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0764.GEOID18 height accuracy estimate available here.
 FJ0764
 FJ0764.Click photographs - Photos may exist for this station.
 FJ0764
 FJ0764.The dynamic height is computed by dividing the NAVD 88
 FJ0764.geopotential number by the normal gravity value computed on the
 FJ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0764.degrees latitude (g = 980.6199 gals.).
 FJ0764
 FJ0764.The modeled gravity was interpolated from observed gravity values.
 FJ0764
 FJ0764;                    North         East    Units  Estimated Accuracy
 FJ0764;SPC OK N     -    48,909.4     758,963.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0764
 FJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4970923972(NAD 83)
 FJ0764
 FJ0764                          SUPERSEDED SURVEY CONTROL
 FJ0764
 FJ0764.No superseded survey control is available for this station.
 FJ0764
 FJ0764_MARKER: F = FLANGE-ENCASED ROD
 FJ0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0764_STAMPING: P 196 1984
 FJ0764_MARK LOGO: NGS
 FJ0764_PROJECTION: FLUSH
 FJ0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0764+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2024
 FJ0764_ROD/PIPE-DEPTH: 6.1 meters
 FJ0764
 FJ0764  HISTORY     - Date     Condition        Report By
 FJ0764  HISTORY     - 1984     MONUMENTED       NGS
 FJ0764  HISTORY     - 20220629 GOOD             OKDOT
 FJ0764  HISTORY     - 20240226 GOOD             OKDOT
 FJ0764
 FJ0764                          STATION DESCRIPTION
 FJ0764
 FJ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0764'5.8 KM (3.6 MI) EAST FROM OKEMAH.
 FJ0764'5.8 KM (3.6 FT) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FJ0764'STATE HIGHWAY 27 AT OKEMAH, 0.24 KM (0.15 MI) WEST OF A ROAD
 FJ0764'UNDERPASS, 0.72 KM (0.45 MI) WEST OF MILE POST NUMBER 225, 35.6 METERS
 FJ0764'(117.0 FT) SOUTH OF THE CENTERLINE OF THE INTERSTATE HIGHWAY 40
 FJ0764'EASTBOUND LANES, AND 0.3 METER (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0764'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0764'THE MARK IS 0.3 M BELOW HIGHWAY.
 FJ0764
 FJ0764                          STATION RECOVERY (2022)
 FJ0764
 FJ0764'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0764'RECOVERED IN GOOD CONDITION.
 FJ0764
 FJ0764                          STATION RECOVERY (2024)
 FJ0764
 FJ0764'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (CP)
 FJ0764'MULTIPLE 4 HOUR SESSIONS ON THE MARK, COULD NOT ACQUIRE ACCEPTABLE
 FJ0764'OPUS SOLUTION ON THIS MARK, TOO MUCH TIMBER OVER HEAD AND SURROUNDING
 FJ0764'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0852 ***********************************************************************
 FH0852  DESIGNATION -  P 197
 FH0852  PID         -  FH0852
 FH0852  STATE/COUNTY-  OK/MCINTOSH
 FH0852  COUNTRY     -  US
 FH0852  USGS QUAD   -  HOFFMAN (2018)
 FH0852
 FH0852                         *CURRENT SURVEY CONTROL
 FH0852  ______________________________________________________________________
 FH0852* NAD 83(2011) POSITION- 35 26 12.41222(N) 095 47 22.01949(W)   ADJUSTED
 FH0852* NAD 83(2011) ELLIP HT-   237.758 (meters)        (09/11/23)   ADJUSTED
 FH0852* NAD 83(2011) EPOCH   -  2010.00
 FH0852* NAVD 88 ORTHO HEIGHT -   267.189 (meters)      876.60  (feet) ADJUSTED
 FH0852  ______________________________________________________________________
 FH0852  GEOID HEIGHT    -        -29.481 (meters)                     GEOID18
 FH0852  NAD 83(2011) X  -   -524,809.960 (meters)                     COMP
 FH0852  NAD 83(2011) Y  - -5,176,137.581 (meters)                     COMP
 FH0852  NAD 83(2011) Z  -  3,677,593.317 (meters)                     COMP
 FH0852  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 FH0852  DYNAMIC HEIGHT  -        266.938 (meters)      875.78  (feet) COMP
 FH0852  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 FH0852
 FH0852  VERT ORDER      -  FIRST     CLASS II
 FH0852
 FH0852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0852  Standards:
 FH0852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0852  -------------------------------------------------------------------
 FH0852  NETWORK    0.60   1.33           0.25   0.24   0.68     -0.05420818
 FH0852  -------------------------------------------------------------------
 FH0852  Click here for local accuracies and other accuracy information.
 FH0852
 FH0852.The horizontal coordinates were established by GPS observations
 FH0852.and adjusted by the OK DEPT OF TRANSP in September 2023.
 FH0852
 FH0852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0852.been affixed to the stable North American tectonic plate. See 
 FH0852.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0852
 FH0852.The horizontal coordinates are valid at the epoch date displayed above
 FH0852.which is a decimal equivalence of Year/Month/Day.
 FH0852
 FH0852.The orthometric height was determined by differential leveling and
 FH0852.adjusted by the NATIONAL GEODETIC SURVEY
 FH0852.in June 1991.
 FH0852
 FH0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0852.GEOID18 height accuracy estimate available here.
 FH0852
 FH0852.Click photographs - Photos may exist for this station.
 FH0852
 FH0852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0852
 FH0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0852
 FH0852.The ellipsoidal height was determined by GPS observations
 FH0852.and is referenced to NAD 83.
 FH0852
 FH0852.The dynamic height is computed by dividing the NAVD 88
 FH0852.geopotential number by the normal gravity value computed on the
 FH0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0852.degrees latitude (g = 980.6199 gals.).
 FH0852
 FH0852.The modeled gravity was interpolated from observed gravity values.
 FH0852
 FH0852. The following values were computed from the NAD 83(2011) position.
 FH0852
 FH0852;                    North         East     Units Scale Factor Converg.
 FH0852;SPC OK S     -   235,531.517   800,712.191   MT  1.00004654   +1 15 17.1
 FH0852;SPC OK S     -   772,739.65  2,627,003.25   sFT  1.00004654   +1 15 17.1
 FH0852;UTM  15      - 3,925,057.697   246,785.032   MT  1.00039022   -1 37 05.5
 FH0852
 FH0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0852!SPC OK S     -   0.99996268  x   1.00004654  =   1.00000922
 FH0852!UTM  15      -   0.99996268  x   1.00039022  =   1.00035289
 FH0852
 FH0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4678525057(NAD 83)
 FH0852
 FH0852                          SUPERSEDED SURVEY CONTROL
 FH0852
 FH0852  NAD 83(2011)-  35 26 12.41238(N)    095 47 22.01974(W) AD(2010.00) 0
 FH0852  ELLIP H (06/27/12)  237.697  (m)                       GP(2010.00)    
 FH0852  NAD 83(2007)-  35 26 12.41266(N)    095 47 22.02056(W) AD(2002.00) 0
 FH0852  ELLIP H (02/10/07)  237.712  (m)                       GP(2002.00)    
 FH0852  NAD 83(1993)-  35 26 12.41254(N)    095 47 22.02051(W) AD(       ) 1
 FH0852  ELLIP H (03/07/02)  237.707  (m)                       GP(       ) 4 2
 FH0852  NAVD 88             267.19   (m)          876.6    (f) LEVELING    3  
 FH0852
 FH0852.Superseded values are not recommended for survey control.
 FH0852
 FH0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0852.See file dsdata.pdf to determine how the superseded data were derived.
 FH0852
 FH0852_MARKER: DV = VERTICAL CONTROL DISK
 FH0852_SETTING: 66 = SET IN ROCK OUTCROP
 FH0852_STAMPING: P 197 1984
 FH0852_MARK LOGO: NGS
 FH0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0852+STABILITY: POSITION/ELEVATION WELL
 FH0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0852+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 FH0852
 FH0852  HISTORY     - Date     Condition        Report By
 FH0852  HISTORY     - 1984     MONUMENTED       NGS
 FH0852  HISTORY     - 1988     GOOD             USPSQD
 FH0852  HISTORY     - 1989     GOOD             USPSQD
 FH0852  HISTORY     - 1990     GOOD             USPSQD
 FH0852  HISTORY     - 20010602 GOOD             MSAM
 FH0852  HISTORY     - 20220707 GOOD             OKDOT
 FH0852  HISTORY     - 20230816 GOOD             OKDOT
 FH0852
 FH0852                          STATION DESCRIPTION
 FH0852
 FH0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0852'17.5 KM (10.85 MI) EAST FROM HENRYETTA.
 FH0852'17.5 KM (10.85 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0852'INTERCHANGE OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET IN A 2.4 METERS
 FH0852'(8.0 FT) BY 13.4 METERS (43.0 FT) ROCK OUTCROP, AT A REST AREA ACCESS
 FH0852'ROAD, ABOUT 0.3 KM (0.2 MI) WEST OF MILEPOST NUMBER 251, 19.8 METERS
 FH0852'(65.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES,
 FH0852'8.4 METERS (27.6 FT) EAST-SOUTHEAST OF THE EDGE OF THE EAST WINGWALL
 FH0852'OF A 1.2 METERS (4.0 FT) PIPE CULVERT, 28.4 METERS (93.0 FT) SOUTHWEST
 FH0852'OF THE SOUTHWEST CURB OF THE REST AREA ON RAMP, AND 47.9 METERS
 FH0852'(157.0 FT) NORTHEAST OF THE NORTHEAST CURB OF THE REST AREA OFF RAMP.
 FH0852'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 FH0852'THE MARK IS 0.6 M BELOW EASTBOUND HIGHWAY.
 FH0852
 FH0852                          STATION RECOVERY (1988)
 FH0852
 FH0852'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0852'RECOVERED IN GOOD CONDITION.
 FH0852
 FH0852                          STATION RECOVERY (1989)
 FH0852
 FH0852'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0852'RECOVERED IN GOOD CONDITION.
 FH0852
 FH0852                          STATION RECOVERY (1990)
 FH0852
 FH0852'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0852'RECOVERED IN GOOD CONDITION.
 FH0852
 FH0852                          STATION RECOVERY (2001)
 FH0852
 FH0852'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FH0852'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 FH0852'RECOVERED AS DESCRIBED.
 FH0852
 FH0852                          STATION RECOVERY (2022)
 FH0852
 FH0852'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0852'RECOVERED IN GOOD CONDITION.
 FH0852
 FH0852                          STATION RECOVERY (2023)
 FH0852
 FH0852'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0852'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0897 ***********************************************************************
 FH0897  DESIGNATION -  P 199
 FH0897  PID         -  FH0897
 FH0897  STATE/COUNTY-  OK/SEQUOYAH
 FH0897  COUNTRY     -  US
 FH0897  USGS QUAD   -  VIAN (2019)
 FH0897
 FH0897                         *CURRENT SURVEY CONTROL
 FH0897  ______________________________________________________________________
 FH0897* NAD 83(1986) POSITION- 35 29 21.     (N) 094 59 02.     (W)   SCALED
 FH0897* NAVD 88 ORTHO HEIGHT -   154.830 (meters)      507.97  (feet) ADJUSTED
 FH0897  ______________________________________________________________________
 FH0897  GEOID HEIGHT    -        -29.892 (meters)                     GEOID18
 FH0897  DYNAMIC HEIGHT  -        154.686 (meters)      507.50  (feet) COMP
 FH0897  MODELED GRAVITY -    979,698.1   (mgal)                       NAVD 88
 FH0897
 FH0897  VERT ORDER      -  FIRST     CLASS II
 FH0897
 FH0897.The horizontal coordinates were scaled from a map and have
 FH0897.an estimated accuracy of +/- 6 seconds.
 FH0897
 FH0897.The orthometric height was determined by differential leveling and
 FH0897.adjusted by the NATIONAL GEODETIC SURVEY
 FH0897.in June 1991.
 FH0897
 FH0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0897.GEOID18 height accuracy estimate available here.
 FH0897
 FH0897.Click photographs - Photos may exist for this station.
 FH0897
 FH0897.The dynamic height is computed by dividing the NAVD 88
 FH0897.geopotential number by the normal gravity value computed on the
 FH0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0897.degrees latitude (g = 980.6199 gals.).
 FH0897
 FH0897.The modeled gravity was interpolated from observed gravity values.
 FH0897
 FH0897;                    North         East    Units  Estimated Accuracy
 FH0897;SPC OK N     -    58,530.      873,650.      MT  (+/- 180 meters Scaled)
 FH0897
 FH0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV200291(NAD 83)
 FH0897
 FH0897                          SUPERSEDED SURVEY CONTROL
 FH0897
 FH0897.No superseded survey control is available for this station.
 FH0897
 FH0897_MARKER: DV = VERTICAL CONTROL DISK
 FH0897_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0897_SP_SET: BRIDGE RETAINING WALL
 FH0897_STAMPING: P 199 1984
 FH0897_MARK LOGO: NGS
 FH0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0897+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0897
 FH0897  HISTORY     - Date     Condition        Report By
 FH0897  HISTORY     - 1984     MONUMENTED       NGS
 FH0897  HISTORY     - 1988     GOOD             USPSQD
 FH0897  HISTORY     - 1989     GOOD             USPSQD
 FH0897  HISTORY     - 1990     GOOD             USPSQD
 FH0897  HISTORY     - 20020815 GOOD             OKDOT
 FH0897
 FH0897                          STATION DESCRIPTION
 FH0897
 FH0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0897'1.0 KM (0.6 MI) WEST FROM VIAN.
 FH0897'1.0 KM (0.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0897'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT THE EAST
 FH0897'END OF THE CENCRETE BRIDGES OVER VIAN CREEK, SET IN TOP OF THE EAST
 FH0897'END OF THE RETAINING WALL ON THE SOUTH SIDE OF INTERSTATE 40 EASTBOUND
 FH0897'LANES, 7.25 METERS (23.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 FH0897'LANES, 0.67 METERS (2.2 FT) WEST OF THE EAST END OF THE WALL, AND
 FH0897'0.67 METERS (2.2 FT) NORTHWEST OF THE TOP OF A 6-INCH DIAMETER WOOD
 FH0897'FENCE POST.
 FH0897'THE MARK IS 0.70 M ABOVE EASTBOUND LANES.
 FH0897
 FH0897                          STATION RECOVERY (1988)
 FH0897
 FH0897'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0897'RECOVERED IN GOOD CONDITION.
 FH0897
 FH0897                          STATION RECOVERY (1989)
 FH0897
 FH0897'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0897'RECOVERED IN GOOD CONDITION.
 FH0897
 FH0897                          STATION RECOVERY (1990)
 FH0897
 FH0897'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0897'RECOVERED IN GOOD CONDITION.
 FH0897
 FH0897                          STATION RECOVERY (2002)
 FH0897
 FH0897'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0922 ***********************************************************************
 FH0922  DESIGNATION -  P 200
 FH0922  PID         -  FH0922
 FH0922  STATE/COUNTY-  OK/SEQUOYAH
 FH0922  COUNTRY     -  US
 FH0922  USGS QUAD   -  MULDROW (2018)
 FH0922
 FH0922                         *CURRENT SURVEY CONTROL
 FH0922  ______________________________________________________________________
 FH0922* NAD 83(1986) POSITION- 35 23 51.4    (N) 094 32 55.6    (W)   HD_HELD2
 FH0922* NAVD 88 ORTHO HEIGHT -   151.899 (meters)      498.36  (feet) ADJUSTED
 FH0922  ______________________________________________________________________
 FH0922  GEOID HEIGHT    -        -30.152 (meters)                     GEOID18
 FH0922  DYNAMIC HEIGHT  -        151.756 (meters)      497.89  (feet) COMP
 FH0922  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 FH0922
 FH0922  VERT ORDER      -  FIRST     CLASS II
 FH0922
 FH0922.The horizontal coordinates were established by autonomous hand held GPS
 FH0922.observations and have an estimated accuracy of +/- 10 meters.
 FH0922
 FH0922.The orthometric height was determined by differential leveling and
 FH0922.adjusted by the NATIONAL GEODETIC SURVEY
 FH0922.in June 1991.
 FH0922
 FH0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0922.GEOID18 height accuracy estimate available here.
 FH0922
 FH0922.Click photographs - Photos may exist for this station.
 FH0922
 FH0922.The dynamic height is computed by dividing the NAVD 88
 FH0922.geopotential number by the normal gravity value computed on the
 FH0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0922.degrees latitude (g = 980.6199 gals.).
 FH0922
 FH0922.The modeled gravity was interpolated from observed gravity values.
 FH0922
 FH0922;                    North         East    Units  Estimated Accuracy
 FH0922;SPC OK N     -    49,689.      913,469.      MT  (+/- 10 meters HH2 GPS)
 FH0922
 FH0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5935218239(NAD 83)
 FH0922
 FH0922                          SUPERSEDED SURVEY CONTROL
 FH0922
 FH0922.No superseded survey control is available for this station.
 FH0922
 FH0922_MARKER: DV = VERTICAL CONTROL DISK
 FH0922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0922_SP_SET: PIER
 FH0922_STAMPING: P 200 1984
 FH0922_MARK LOGO: NGS
 FH0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0922+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0922
 FH0922  HISTORY     - Date     Condition        Report By
 FH0922  HISTORY     - 1984     MONUMENTED       NGS
 FH0922  HISTORY     - 1988     GOOD             USPSQD
 FH0922  HISTORY     - 1989     GOOD             USPSQD
 FH0922  HISTORY     - 1990     GOOD             USPSQD
 FH0922  HISTORY     - 20020815 GOOD             OKDOT
 FH0922
 FH0922                          STATION DESCRIPTION
 FH0922
 FH0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0922'4.5 KM (2.8 MI) EAST FROM MULDROW.
 FH0922'4.5 KM (2.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0922'STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT A
 FH0922'CROSSROAD OVERPASS OVER INTERSTATE 40, SET IN THE NORTH FACE OF THE
 FH0922'SOUTH ONE OF THREE PIERS, ALSO 2.3 KM (1.45 MI) WEST-SOUTHWEST ALONG
 FH0922'INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF U.S. HIGHWAY 64 LEADING
 FH0922'EAST TO FORT SMITH AR, 6.09 METERS (22.0 FT) SOUTH OF THE CENTERLINE
 FH0922'OF THE EASTBOUND LANES, 1.43 METERS (4.7 FT) EAST OF THE WEST END OF
 FH0922'THE SOUTH PIER, AND 1.31 METERS (4.3 FT) WEST OF THE EAST END OF THE
 FH0922'SOUTH PIER.
 FH0922'THE MARK IS 1.55 M ABOVE EASTBOUND LANES.
 FH0922
 FH0922                          STATION RECOVERY (1988)
 FH0922
 FH0922'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0922'RECOVERED IN GOOD CONDITION.
 FH0922
 FH0922                          STATION RECOVERY (1989)
 FH0922
 FH0922'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0922'RECOVERED IN GOOD CONDITION.
 FH0922
 FH0922                          STATION RECOVERY (1990)
 FH0922
 FH0922'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0922'RECOVERED IN GOOD CONDITION.
 FH0922
 FH0922                          STATION RECOVERY (2002)
 FH0922
 FH0922'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0876 ***********************************************************************
 FH0876  DESIGNATION -  P 201
 FH0876  PID         -  FH0876
 FH0876  STATE/COUNTY-  OK/MCINTOSH
 FH0876  COUNTRY     -  US
 FH0876  USGS QUAD   -  WARNER (2018)
 FH0876
 FH0876                         *CURRENT SURVEY CONTROL
 FH0876  ______________________________________________________________________
 FH0876* NAD 83(1986) POSITION- 35 27 37.92   (N) 095 21 41.69   (W)   HD_HELD1
 FH0876* NAVD 88 ORTHO HEIGHT -   183.392 (meters)      601.68  (feet) ADJUSTED
 FH0876  ______________________________________________________________________
 FH0876  GEOID HEIGHT    -        -29.903 (meters)                     GEOID18
 FH0876  DYNAMIC HEIGHT  -        183.220 (meters)      601.11  (feet) COMP
 FH0876  MODELED GRAVITY -    979,693.2   (mgal)                       NAVD 88
 FH0876
 FH0876  VERT ORDER      -  FIRST     CLASS II
 FH0876
 FH0876.The horizontal coordinates were determined by differentially corrected
 FH0876.hand held GPS observations or other comparable positioning techniques
 FH0876.and have an estimated accuracy of +/- 3 meters.
 FH0876
 FH0876.The orthometric height was determined by differential leveling and
 FH0876.adjusted by the NATIONAL GEODETIC SURVEY
 FH0876.in June 1991.
 FH0876
 FH0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0876.GEOID18 height accuracy estimate available here.
 FH0876
 FH0876.Click photographs - Photos may exist for this station.
 FH0876
 FH0876.The dynamic height is computed by dividing the NAVD 88
 FH0876.geopotential number by the normal gravity value computed on the
 FH0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0876.degrees latitude (g = 980.6199 gals.).
 FH0876
 FH0876.The modeled gravity was interpolated from observed gravity values.
 FH0876
 FH0876;                    North         East    Units  Estimated Accuracy
 FH0876;SPC OK S     -   239,099.1     839,484.6     MT  (+/- 3 meters HH1 GPS) 
 FH0876
 FH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8569626679(NAD 83)
 FH0876
 FH0876                          SUPERSEDED SURVEY CONTROL
 FH0876
 FH0876.No superseded survey control is available for this station.
 FH0876
 FH0876_MARKER: F = FLANGE-ENCASED ROD
 FH0876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0876_STAMPING: P 201 1984
 FH0876_MARK LOGO: NGS
 FH0876_PROJECTION: FLUSH
 FH0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0876+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 FH0876_ROD/PIPE-DEPTH: 3.4 meters
 FH0876
 FH0876  HISTORY     - Date     Condition        Report By
 FH0876  HISTORY     - 1984     MONUMENTED       NGS
 FH0876  HISTORY     - 1988     GOOD             USPSQD
 FH0876  HISTORY     - 1989     GOOD             USPSQD
 FH0876  HISTORY     - 1990     GOOD             USPSQD
 FH0876  HISTORY     - 20020815 GOOD             OKDOT
 FH0876  HISTORY     - 20210415 GOOD             OKDOT
 FH0876
 FH0876                          STATION DESCRIPTION
 FH0876
 FH0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0876'15.7 KM (9.75 MI) EAST FROM CHECOTAH.
 FH0876'15.7 KM (9.75 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0876'INTERCHANGE OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET
 FH0876'BY THE EASTERNMOST ONE OF THREE RIGHT-OF-WAY FENCE LINE BRACE POSTS,
 FH0876'ABOUT 0.4 KM (0.25 MI) EAST OF MILEPOST NUMBER 275, ALSO ABOUT 0.9 KM
 FH0876'(0.55 MI) WESTERLY OF THE INTERSTATE 40 OVERPASS AT U.S. HIGHWAY 266,
 FH0876'36.3 METERS (119.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF INTERSTATE
 FH0876'40 EASTBOUND LANES, 0.8 METER (2.5 FT) NORTH-NORTHWEST OF A
 FH0876'RIGHT-OF-WAY BRACE POST, 12.2 METERS (40.0 FT) NORTH-NORTHWEST OF THE
 FH0876'CENTER OF A DIRT ROAD LEADING EASTERLY, AND 0.9 METER (3.0 FT)
 FH0876'WEST-NORTHWEST OF A WITNESS POST.  NOTE, DRIVEN TO REFUSAL.
 FH0876'THE MARK IS 0.9 METERS  NNE FROM A WITNESS POST.
 FH0876'THE MARK IS 0.9 M BELOW EASTBOUND HIGHWAY.
 FH0876
 FH0876                          STATION RECOVERY (1988)
 FH0876
 FH0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0876'RECOVERED IN GOOD CONDITION.
 FH0876
 FH0876                          STATION RECOVERY (1989)
 FH0876
 FH0876'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0876'RECOVERED IN GOOD CONDITION.
 FH0876
 FH0876                          STATION RECOVERY (1990)
 FH0876
 FH0876'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0876'RECOVERED IN GOOD CONDITION.
 FH0876
 FH0876                          STATION RECOVERY (2002)
 FH0876
 FH0876'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0876'RECOVERED IN GOOD CONDITION.
 FH0876
 FH0876                          STATION RECOVERY (2021)
 FH0876
 FH0876'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1321 ***********************************************************************
 GL1321  DESIGNATION -  P 202
 GL1321  PID         -  GL1321
 GL1321  STATE/COUNTY-  OK/CIMARRON
 GL1321  COUNTRY     -  US
 GL1321  USGS QUAD   -  BOISE CITY (2018)
 GL1321
 GL1321                         *CURRENT SURVEY CONTROL
 GL1321  ______________________________________________________________________
 GL1321* NAD 83(1986) POSITION- 36 44 20.7    (N) 102 30 46.7    (W)   HD_HELD2
 GL1321* NAVD 88 ORTHO HEIGHT -  1272.084 (meters)     4173.50  (feet) ADJUSTED
 GL1321  ______________________________________________________________________
 GL1321  GEOID HEIGHT    -        -23.755 (meters)                     GEOID18
 GL1321  DYNAMIC HEIGHT  -       1270.690 (meters)     4168.92  (feet) COMP
 GL1321  MODELED GRAVITY -    979,491.6   (mgal)                       NAVD 88
 GL1321
 GL1321  VERT ORDER      -  FIRST     CLASS II
 GL1321
 GL1321.The horizontal coordinates were established by autonomous hand held GPS
 GL1321.observations and have an estimated accuracy of +/- 10 meters.
 GL1321
 GL1321.The orthometric height was determined by differential leveling and
 GL1321.adjusted by the NATIONAL GEODETIC SURVEY
 GL1321.in June 1991.
 GL1321
 GL1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1321.GEOID18 height accuracy estimate available here.
 GL1321
 GL1321.Click photographs - Photos may exist for this station.
 GL1321
 GL1321.The dynamic height is computed by dividing the NAVD 88
 GL1321.geopotential number by the normal gravity value computed on the
 GL1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1321.degrees latitude (g = 980.6199 gals.).
 GL1321
 GL1321.The modeled gravity was interpolated from observed gravity values.
 GL1321
 GL1321;                    North         East    Units  Estimated Accuracy
 GL1321;SPC OK N     -   202,329.      197,072.      MT  (+/- 10 meters HH2 GPS)
 GL1321
 GL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2205968812(NAD 83)
 GL1321
 GL1321                          SUPERSEDED SURVEY CONTROL
 GL1321
 GL1321.No superseded survey control is available for this station.
 GL1321
 GL1321_MARKER: F = FLANGE-ENCASED ROD
 GL1321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1321_STAMPING: P 202 1985
 GL1321_MARK LOGO: NGS
 GL1321_PROJECTION: FLUSH
 GL1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1321+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1321_ROD/PIPE-DEPTH: 7.0 meters
 GL1321
 GL1321  HISTORY     - Date     Condition        Report By
 GL1321  HISTORY     - 1985     MONUMENTED       NGS
 GL1321  HISTORY     - 20051008 GOOD             INDIV
 GL1321
 GL1321                          STATION DESCRIPTION
 GL1321
 GL1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1321'IN BOISE CITY.
 GL1321'IN BOISE CITY, AT THE INTERSECTION OF CIMARRON AVENUE (U.S. HIGHWAY
 GL1321'385) AND MONROE STREET, IN THE SOUTHWEST CORNER OF THE CITY PARK,
 GL1321'13.5 M (44.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.5 M
 GL1321'(37.7 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 4.8 M (15.7 FT)
 GL1321'NORTH OF THE SOUTH END OF A CHAIN LINK FENCE, AND 0.3 M (1.0 FT) EAST
 GL1321'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GL1321'CAP.
 GL1321'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1321
 GL1321                          STATION RECOVERY (2005)
 GL1321
 GL1321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0777 ***********************************************************************
 EK0777  DESIGNATION -  P 203
 EK0777  PID         -  EK0777
 EK0777  STATE/COUNTY-  OK/CHOCTAW
 EK0777  COUNTRY     -  US
 EK0777  USGS QUAD   -  FORT TOWSON (2019)
 EK0777
 EK0777                         *CURRENT SURVEY CONTROL
 EK0777  ______________________________________________________________________
 EK0777* NAD 83(1986) POSITION- 34 01 53.     (N) 095 19 50.     (W)   SCALED
 EK0777* NAVD 88 ORTHO HEIGHT -   151.529 (meters)      497.14  (feet) ADJUSTED
 EK0777  ______________________________________________________________________
 EK0777  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 EK0777  DYNAMIC HEIGHT  -        151.367 (meters)      496.61  (feet) COMP
 EK0777  MODELED GRAVITY -    979,566.2   (mgal)                       NAVD 88
 EK0777
 EK0777  VERT ORDER      -  FIRST     CLASS II
 EK0777
 EK0777.The horizontal coordinates were scaled from a map and have
 EK0777.an estimated accuracy of +/- 6 seconds.
 EK0777
 EK0777.The orthometric height was determined by differential leveling and
 EK0777.adjusted by the NATIONAL GEODETIC SURVEY
 EK0777.in June 1991.
 EK0777
 EK0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0777.GEOID18 height accuracy estimate available here.
 EK0777
 EK0777.Click photographs - Photos may exist for this station.
 EK0777
 EK0777.The dynamic height is computed by dividing the NAVD 88
 EK0777.geopotential number by the normal gravity value computed on the
 EK0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0777.degrees latitude (g = 980.6199 gals.).
 EK0777
 EK0777.The modeled gravity was interpolated from observed gravity values.
 EK0777
 EK0777;                    North         East    Units  Estimated Accuracy
 EK0777;SPC OK S     -    80,690.      846,490.      MT  (+/- 180 meters Scaled)
 EK0777
 EK0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT848680(NAD 83)
 EK0777
 EK0777                          SUPERSEDED SURVEY CONTROL
 EK0777
 EK0777.No superseded survey control is available for this station.
 EK0777
 EK0777_MARKER: I = METAL ROD
 EK0777_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0777+WITH SETTING: INFORMATION.
 EK0777_STAMPING: P 203 1986
 EK0777_MARK LOGO: NGS
 EK0777_PROJECTION: FLUSH
 EK0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0777_ROD/PIPE-DEPTH: 1.2 meters
 EK0777
 EK0777  HISTORY     - Date     Condition        Report By
 EK0777  HISTORY     - 1986     MONUMENTED       NGS
 EK0777
 EK0777                          STATION DESCRIPTION
 EK0777
 EK0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0777'18.6 KM (11.55 MI) EAST FROM HUGO.
 EK0777'18.6 KM (11.55 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0777'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 20.2 M (66.3 FT) NORTH
 EK0777'OF THE CENTERLINE OF THE HIGHWAY, 11.8 M (38.7 FT) EAST OF A FENCE,
 EK0777'6.6 M (21.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH TO
 EK0777'A HOUSE, 5.0 M (16.4 FT) NORTH OF UTILITY PEDESTAL NUMBER 900 2230,
 EK0777'AND 3.7 M (12.1 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 EK0777'HAD THROUGH A 5-INCH LOGO CAP.
 EK0777'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 EK0777'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0823 ***********************************************************************
 FJ0823  DESIGNATION -  P 204
 FJ0823  PID         -  FJ0823
 FJ0823  STATE/COUNTY-  OK/KINGFISHER
 FJ0823  COUNTRY     -  US
 FJ0823  USGS QUAD   -  KINGFISHER (2018)
 FJ0823
 FJ0823                         *CURRENT SURVEY CONTROL
 FJ0823  ______________________________________________________________________
 FJ0823* NAD 83(1986) POSITION- 35 49 51.     (N) 097 55 56.     (W)   SCALED
 FJ0823* NAVD 88 ORTHO HEIGHT -   330.794 (meters)     1085.28  (feet) ADJUSTED
 FJ0823  ______________________________________________________________________
 FJ0823  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 FJ0823  DYNAMIC HEIGHT  -        330.491 (meters)     1084.29  (feet) COMP
 FJ0823  MODELED GRAVITY -    979,707.7   (mgal)                       NAVD 88
 FJ0823
 FJ0823  VERT ORDER      -  FIRST     CLASS II
 FJ0823
 FJ0823.The horizontal coordinates were scaled from a map and have
 FJ0823.an estimated accuracy of +/- 6 seconds.
 FJ0823
 FJ0823.The orthometric height was determined by differential leveling and
 FJ0823.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0823.in June 1991.
 FJ0823
 FJ0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0823.GEOID18 height accuracy estimate available here.
 FJ0823
 FJ0823.Click photographs - Photos may exist for this station.
 FJ0823
 FJ0823.The dynamic height is computed by dividing the NAVD 88
 FJ0823.geopotential number by the normal gravity value computed on the
 FJ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0823.degrees latitude (g = 980.6199 gals.).
 FJ0823
 FJ0823.The modeled gravity was interpolated from observed gravity values.
 FJ0823
 FJ0823;                    North         East    Units  Estimated Accuracy
 FJ0823;SPC OK N     -    92,190.      606,120.      MT  (+/- 180 meters Scaled)
 FJ0823
 FJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE964657(NAD 83)
 FJ0823
 FJ0823                          SUPERSEDED SURVEY CONTROL
 FJ0823
 FJ0823  NGVD 29 (04/22/92)  330.640  (m)         1084.77   (f) ADJUSTED    1 2
 FJ0823
 FJ0823.Superseded values are not recommended for survey control.
 FJ0823
 FJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0823.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0823
 FJ0823_MARKER: I = METAL ROD
 FJ0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0823_STAMPING: P 204 1985
 FJ0823_MARK LOGO: NGS
 FJ0823_PROJECTION: FLUSH
 FJ0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0823_ROD/PIPE-DEPTH: 3.2 meters
 FJ0823
 FJ0823  HISTORY     - Date     Condition        Report By
 FJ0823  HISTORY     - 1985     MONUMENTED       NGS
 FJ0823
 FJ0823                          STATION DESCRIPTION
 FJ0823
 FJ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0823'3.3 KM (2.05 MI) SOUTH FROM KINGFISHER.
 FJ0823'3.31 KM (2.06 MI) SOUTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT
 FJ0823'KINGFISHER, AT THE NORTH END OF A BRACED WOODEN POST IN THE RIGHT OF
 FJ0823'WAY FENCE, 0.36 KM (0.22 MI) NORTH OF THE JUNCTION OF A GRAVEL SECTION
 FJ0823'LINE ROAD, 0.13 KM (0.08 MI) SOUTH OF THE JUNCTION OF A PAVED ROAD
 FJ0823'LEADING WEST AND A GRAVEL DRIVE LEADING EAST TO THE CO-OP EQUIPMENT
 FJ0823'YARD, 26.1 METERS (85.5 FT) EAST OF THE CENTER OF THE NORTH BOUND
 FJ0823'LANES, 14.8 METERS (48.5 FT) WEST OF THE WEST RAIL OF THE CHICAGO,
 FJ0823'ROCK ISLAND AND PACIFIC RAILROAD, 6.1 METERS (20 FT) NORTHWEST OF A
 FJ0823'TELEPHONE POLE, 1.1 METERS (3.5 FT) SOUTH OF A 6-INCH IRON PIPE AT THE
 FJ0823'SOUTH END OF A PIPE AND CABLE FENCE AND 0.3 METER (1 FT) WEST OF THE
 FJ0823'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FJ0823'5-INCH LOGO CAP.
 FJ0823'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0823'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0570 ***********************************************************************
 GH0570  DESIGNATION -  P 205
 GH0570  PID         -  GH0570
 GH0570  STATE/COUNTY-  OK/GRANT
 GH0570  COUNTRY     -  US
 GH0570  USGS QUAD   -  HILLSDALE (2018)
 GH0570
 GH0570                         *CURRENT SURVEY CONTROL
 GH0570  ______________________________________________________________________
 GH0570* NAD 83(1986) POSITION- 36 36 06.     (N) 097 52 31.     (W)   SCALED
 GH0570* NAVD 88 ORTHO HEIGHT -   331.860 (meters)     1088.78  (feet) ADJUSTED
 GH0570  ______________________________________________________________________
 GH0570  GEOID HEIGHT    -        -27.874 (meters)                     GEOID18
 GH0570  DYNAMIC HEIGHT  -        331.576 (meters)     1087.85  (feet) COMP
 GH0570  MODELED GRAVITY -    979,766.9   (mgal)                       NAVD 88
 GH0570
 GH0570  VERT ORDER      -  FIRST     CLASS II
 GH0570
 GH0570.The horizontal coordinates were scaled from a map and have
 GH0570.an estimated accuracy of +/- 6 seconds.
 GH0570
 GH0570.The orthometric height was determined by differential leveling and
 GH0570.adjusted by the NATIONAL GEODETIC SURVEY
 GH0570.in June 1991.
 GH0570
 GH0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0570.GEOID18 height accuracy estimate available here.
 GH0570
 GH0570.Click photographs - Photos may exist for this station.
 GH0570
 GH0570.The dynamic height is computed by dividing the NAVD 88
 GH0570.geopotential number by the normal gravity value computed on the
 GH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0570.degrees latitude (g = 980.6199 gals.).
 GH0570
 GH0570.The modeled gravity was interpolated from observed gravity values.
 GH0570
 GH0570;                    North         East    Units  Estimated Accuracy
 GH0570;SPC OK N     -   177,720.      611,160.      MT  (+/- 180 meters Scaled)
 GH0570
 GH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF005512(NAD 83)
 GH0570
 GH0570                          SUPERSEDED SURVEY CONTROL
 GH0570
 GH0570  NGVD 29 (04/22/92)  331.700  (m)         1088.25   (f) ADJUSTED    1 2
 GH0570
 GH0570.Superseded values are not recommended for survey control.
 GH0570
 GH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0570.See file dsdata.pdf to determine how the superseded data were derived.
 GH0570
 GH0570_MARKER: I = METAL ROD
 GH0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0570_STAMPING: P 205 1985
 GH0570_MARK LOGO: NGS
 GH0570_PROJECTION: FLUSH
 GH0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0570_ROD/PIPE-DEPTH: 7.3 meters
 GH0570
 GH0570  HISTORY     - Date     Condition        Report By
 GH0570  HISTORY     - 1985     MONUMENTED       NGS
 GH0570
 GH0570                          STATION DESCRIPTION
 GH0570
 GH0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0570'25.4 KM (15.8 MI) NORTH FROM ENID.
 GH0570'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE GARFIELD COUNTY
 GH0570'COURTHOUSE IN ENID, THENCE 24.4 KM (15.15 MI) NORTH ALONG US HIGHWAY
 GH0570'81, AT A FIELD ENTRANCE TO A OIL STORAGE TANK AND GAS WELL, 38.3
 GH0570'METERS (125.5 FT) EAST OF THE HIGHWAY CENTERLINE, 14.7 METERS (48.1
 GH0570'FT) SOUTH OF THE CENTER OF THE FIELD ROAD, 0.2 METER (0.7 FT) WEST OF
 GH0570'THE RIGHT OF WAY FENCE AND 1.6 METERS (5.1 FT) SOUTH OF A 4-INCH ELM
 GH0570'TREE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0570'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0570'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0618 ***********************************************************************
 GH0618  DESIGNATION -  P 206
 GH0618  PID         -  GH0618
 GH0618  STATE/COUNTY-  OK/GRANT
 GH0618  COUNTRY     -  US
 GH0618  USGS QUAD   -  WAKITA SW (2018)
 GH0618
 GH0618                         *CURRENT SURVEY CONTROL
 GH0618  ______________________________________________________________________
 GH0618* NAD 83(1986) POSITION- 36 49 28.     (N) 097 55 47.     (W)   SCALED
 GH0618* NAVD 88 ORTHO HEIGHT -   346.479 (meters)     1136.74  (feet) ADJUSTED
 GH0618  ______________________________________________________________________
 GH0618  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 GH0618  DYNAMIC HEIGHT  -        346.192 (meters)     1135.80  (feet) COMP
 GH0618  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 GH0618
 GH0618  VERT ORDER      -  FIRST     CLASS II
 GH0618
 GH0618.The horizontal coordinates were scaled from a map and have
 GH0618.an estimated accuracy of +/- 6 seconds.
 GH0618
 GH0618.The orthometric height was determined by differential leveling and
 GH0618.adjusted by the NATIONAL GEODETIC SURVEY
 GH0618.in June 1991.
 GH0618
 GH0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0618.GEOID18 height accuracy estimate available here.
 GH0618
 GH0618.Click photographs - Photos may exist for this station.
 GH0618
 GH0618.The dynamic height is computed by dividing the NAVD 88
 GH0618.geopotential number by the normal gravity value computed on the
 GH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0618.degrees latitude (g = 980.6199 gals.).
 GH0618
 GH0618.The modeled gravity was interpolated from observed gravity values.
 GH0618
 GH0618;                    North         East    Units  Estimated Accuracy
 GH0618;SPC OK N     -   202,440.      606,270.      MT  (+/- 180 meters Scaled)
 GH0618
 GH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF954759(NAD 83)
 GH0618
 GH0618                          SUPERSEDED SURVEY CONTROL
 GH0618
 GH0618.No superseded survey control is available for this station.
 GH0618
 GH0618_MARKER: I = METAL ROD
 GH0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0618_STAMPING: P 206 1985
 GH0618_MARK LOGO: NGS
 GH0618_PROJECTION: FLUSH
 GH0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0618+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0618_ROD/PIPE-DEPTH: 7.0 meters
 GH0618
 GH0618  HISTORY     - Date     Condition        Report By
 GH0618  HISTORY     - 1985     MONUMENTED       NGS
 GH0618  HISTORY     - 20090528 GOOD             OKDOT
 GH0618
 GH0618                          STATION DESCRIPTION
 GH0618
 GH0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0618'19.5 KM (12.1 MI) WNW FROM MEDFORD.
 GH0618'17.9 KM (11.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0618'HIGHWAY 81 AT MEDFORD, THENCE 1.6 KM (1.0 MI) NORTH ALONG STATE ROUTE
 GH0618'11A, AT A CROSSROADS, SET BETWEEN TWO WITNESS POSTS, 19.6 METERS (64.4
 GH0618'FT) EAST OF THE HIGHWAY CENTERLINE, 10.4 METERS (34 FT) SOUTH OF THE
 GH0618'CENTER OF A DIRT ROAD LEADING EAST, 1.5 METERS (5 FT) EAST-SOUTHEAST
 GH0618'OF A TELEPHONE JUNCTION BOX C-13-LP AND 1.8 METERS (6 FT)
 GH0618'EAST-SOUTHEAST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 GH0618'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0618'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0618'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0618
 GH0618                          STATION RECOVERY (2009)
 GH0618
 GH0618'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0604 ***********************************************************************
 GH0604  DESIGNATION -  P 207
 GH0604  PID         -  GH0604
 GH0604  STATE/COUNTY-  OK/GARFIELD
 GH0604  COUNTRY     -  US
 GH0604  USGS QUAD   -  WAUKOMIS (2018)
 GH0604
 GH0604                         *CURRENT SURVEY CONTROL
 GH0604  ______________________________________________________________________
 GH0604* NAD 83(1986) POSITION- 36 21 33.     (N) 097 53 25.     (W)   SCALED
 GH0604* NAVD 88 ORTHO HEIGHT -   384.124 (meters)     1260.25  (feet) ADJUSTED
 GH0604  ______________________________________________________________________
 GH0604  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 GH0604  DYNAMIC HEIGHT  -        383.785 (meters)     1259.13  (feet) COMP
 GH0604  MODELED GRAVITY -    979,738.3   (mgal)                       NAVD 88
 GH0604
 GH0604  VERT ORDER      -  FIRST     CLASS II
 GH0604
 GH0604.The horizontal coordinates were scaled from a map and have
 GH0604.an estimated accuracy of +/- 6 seconds.
 GH0604
 GH0604.The orthometric height was determined by differential leveling and
 GH0604.adjusted by the NATIONAL GEODETIC SURVEY
 GH0604.in June 1991.
 GH0604
 GH0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0604.GEOID18 height accuracy estimate available here.
 GH0604
 GH0604.Click photographs - Photos may exist for this station.
 GH0604
 GH0604.The dynamic height is computed by dividing the NAVD 88
 GH0604.geopotential number by the normal gravity value computed on the
 GH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0604.degrees latitude (g = 980.6199 gals.).
 GH0604
 GH0604.The modeled gravity was interpolated from observed gravity values.
 GH0604
 GH0604;                    North         East    Units  Estimated Accuracy
 GH0604;SPC OK N     -   150,810.      609,850.      MT  (+/- 180 meters Scaled)
 GH0604
 GH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF995243(NAD 83)
 GH0604
 GH0604                          SUPERSEDED SURVEY CONTROL
 GH0604
 GH0604  NGVD 29 (04/22/92)  383.942  (m)         1259.65   (f) ADJUSTED    1 2
 GH0604
 GH0604.Superseded values are not recommended for survey control.
 GH0604
 GH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0604.See file dsdata.pdf to determine how the superseded data were derived.
 GH0604
 GH0604_MARKER: I = METAL ROD
 GH0604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0604_STAMPING: P 207 1985
 GH0604_MARK LOGO: NGS
 GH0604_PROJECTION: FLUSH
 GH0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0604_ROD/PIPE-DEPTH: 6.4 meters
 GH0604
 GH0604  HISTORY     - Date     Condition        Report By
 GH0604  HISTORY     - 1985     MONUMENTED       NGS
 GH0604
 GH0604                          STATION DESCRIPTION
 GH0604
 GH0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0604'3.6 KM (2.25 MI) SOUTH FROM ENID.
 GH0604'3.55 KM (2.21 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0604'HIGHWAY 15 AT ENID, AT THE Y JUNCTION OF A PAVED ROAD LEADING
 GH0604'SOUTH-SOUTHWEST TO THE VANCE AIR FORCE BASE, 0.33 KM (0.21 MI) SOUTH
 GH0604'OF THE JUNCTION OF SOUTH GATE ROAD, 32.9 METERS (108 FT) WEST OF THE
 GH0604'CENTER OF THE SOUTH BOUND LANES, 14.6 METERS (48 FT) WEST-NORTHWEST OF
 GH0604'THE CENTER OF A PAVED ROAD, 78.8 METERS (258 FT) SOUTHWEST OF THE
 GH0604'NORTH END OF THE CONCRETE CURB IN THE CENTER OF THE Y JUNCTION,
 GH0604'18.0 METERS (59 FT) SOUTH OF THE SOUTHEAST CORNER OF A 8 BY 8 FOOT
 GH0604'STONE DRAIN AND 0.5 METER (1.8 FT) WEST OF THE WEST-NORTHWEST ONE OF
 GH0604'THREE IRON PIPE LEGS FOR A VANCE AIR FORCE BASE SIGN.  NOTE--ACCESS TO
 GH0604'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0604'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0604'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0779 ***********************************************************************
 EK0779  DESIGNATION -  P 208
 EK0779  PID         -  EK0779
 EK0779  STATE/COUNTY-  OK/CHOCTAW
 EK0779  COUNTRY     -  US
 EK0779  USGS QUAD   -  FORT TOWSON (2019)
 EK0779
 EK0779                         *CURRENT SURVEY CONTROL
 EK0779  ______________________________________________________________________
 EK0779* NAD 83(1986) POSITION- 34 00 54.     (N) 095 22 12.     (W)   SCALED
 EK0779* NAVD 88 ORTHO HEIGHT -   132.359 (meters)      434.25  (feet) ADJUSTED
 EK0779  ______________________________________________________________________
 EK0779  GEOID HEIGHT    -        -29.087 (meters)                     GEOID18
 EK0779  DYNAMIC HEIGHT  -        132.217 (meters)      433.78  (feet) COMP
 EK0779  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 EK0779
 EK0779  VERT ORDER      -  FIRST     CLASS II
 EK0779
 EK0779.The horizontal coordinates were scaled from a map and have
 EK0779.an estimated accuracy of +/- 6 seconds.
 EK0779
 EK0779.The orthometric height was determined by differential leveling and
 EK0779.adjusted by the NATIONAL GEODETIC SURVEY
 EK0779.in June 1991.
 EK0779
 EK0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0779.GEOID18 height accuracy estimate available here.
 EK0779
 EK0779.Click photographs - Photos may exist for this station.
 EK0779
 EK0779.The dynamic height is computed by dividing the NAVD 88
 EK0779.geopotential number by the normal gravity value computed on the
 EK0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0779.degrees latitude (g = 980.6199 gals.).
 EK0779
 EK0779.The modeled gravity was interpolated from observed gravity values.
 EK0779
 EK0779;                    North         East    Units  Estimated Accuracy
 EK0779;SPC OK S     -    78,780.      842,900.      MT  (+/- 180 meters Scaled)
 EK0779
 EK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT811663(NAD 83)
 EK0779
 EK0779                          SUPERSEDED SURVEY CONTROL
 EK0779
 EK0779.No superseded survey control is available for this station.
 EK0779
 EK0779_MARKER: I = METAL ROD
 EK0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0779_STAMPING: P 208 1986
 EK0779_MARK LOGO: NGS
 EK0779_PROJECTION: RECESSED 2 CENTIMETERS
 EK0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0779+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2011
 EK0779_ROD/PIPE-DEPTH: 4.9 meters
 EK0779
 EK0779  HISTORY     - Date     Condition        Report By
 EK0779  HISTORY     - 1986     MONUMENTED       NGS
 EK0779  HISTORY     - 20110905 GOOD             WOOLPT
 EK0779
 EK0779                          STATION DESCRIPTION
 EK0779
 EK0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0779'IN SAWYER.
 EK0779'IN SAWYER, AT THE INTERSECTION OF U.S. HIGHWAY 70 AND LAKE ROAD, 92.5
 EK0779'M (303.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 40.0 M (131.2
 EK0779'FT) NORTHEAST OF THE CENTER OF THE ROAD, 11.3 M (36.1 FT) NORTHWEST OF
 EK0779'THE NORTHWEST CORNER OF THE POST OFFICE, 3.3 M (10.8 FT) NORTH OF THE
 EK0779'POST OFFICE NORTH PARKING LOT CURB, 3.0 M (9.8 FT) WEST OF THE WEST
 EK0779'CURB, AND 0.9 M (3.0 FT) NORTHEAST OF A UTILITY POLE WITH A LIGHT.
 EK0779'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0779'THE MARK IS 0.2 M ABOVE THE PARKING LOT.
 EK0779
 EK0779                          STATION RECOVERY (2011)
 EK0779
 EK0779'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DPM)
 EK0779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0798 ***********************************************************************
 EK0798  DESIGNATION -  P 209
 EK0798  PID         -  EK0798
 EK0798  STATE/COUNTY-  OK/CHOCTAW
 EK0798  COUNTRY     -  US
 EK0798  USGS QUAD   -  BOSWELL (2018)
 EK0798
 EK0798                         *CURRENT SURVEY CONTROL
 EK0798  ______________________________________________________________________
 EK0798* NAD 83(1986) POSITION- 34 01 28.     (N) 095 46 24.     (W)   SCALED
 EK0798* NAVD 88 ORTHO HEIGHT -   152.989 (meters)      501.93  (feet) ADJUSTED
 EK0798  ______________________________________________________________________
 EK0798  GEOID HEIGHT    -        -28.630 (meters)                     GEOID18
 EK0798  DYNAMIC HEIGHT  -        152.826 (meters)      501.40  (feet) COMP
 EK0798  MODELED GRAVITY -    979,567.6   (mgal)                       NAVD 88
 EK0798
 EK0798  VERT ORDER      -  FIRST     CLASS II
 EK0798
 EK0798.The horizontal coordinates were scaled from a map and have
 EK0798.an estimated accuracy of +/- 6 seconds.
 EK0798
 EK0798.The orthometric height was determined by differential leveling and
 EK0798.adjusted by the NATIONAL GEODETIC SURVEY
 EK0798.in June 1991.
 EK0798
 EK0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0798.GEOID18 height accuracy estimate available here.
 EK0798
 EK0798.Click photographs - Photos may exist for this station.
 EK0798
 EK0798.The dynamic height is computed by dividing the NAVD 88
 EK0798.geopotential number by the normal gravity value computed on the
 EK0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0798.degrees latitude (g = 980.6199 gals.).
 EK0798
 EK0798.The modeled gravity was interpolated from observed gravity values.
 EK0798
 EK0798;                    North         East    Units  Estimated Accuracy
 EK0798;SPC OK S     -    78,930.      805,630.      MT  (+/- 180 meters Scaled)
 EK0798
 EK0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT439683(NAD 83)
 EK0798
 EK0798                          SUPERSEDED SURVEY CONTROL
 EK0798
 EK0798.No superseded survey control is available for this station.
 EK0798
 EK0798_MARKER: I = METAL ROD
 EK0798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0798_STAMPING: P 209 1986
 EK0798_MARK LOGO: NGS
 EK0798_PROJECTION: FLUSH
 EK0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0798_ROD/PIPE-DEPTH: 9.5 meters
 EK0798
 EK0798  HISTORY     - Date     Condition        Report By
 EK0798  HISTORY     - 1986     MONUMENTED       NGS
 EK0798
 EK0798                          STATION DESCRIPTION
 EK0798
 EK0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0798'25.9 KM (16.1 MI) WEST FROM HUGO.
 EK0798'25.9 KM (16.1 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0798'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 50.0 M (164.0 FT) SOUTH
 EK0798'OF THE CENTERLINE OF THE HIGHWAY, 15.8 M (51.8 FT) SOUTH OF THE NEAR
 EK0798'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 12.6 M (41.3 FT) WEST OF THE
 EK0798'CENTER OF A GRAVELED ROAD LEADING SOUTH, AND 8.5 M (27.9 FT) WEST OF A
 EK0798'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EK0798'LOGO CAP.
 EK0798'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EK0798'THE MARK IS 0.9 M ABOVE THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0798 ***********************************************************************
 FJ0798  DESIGNATION -  P 210
 FJ0798  PID         -  FJ0798
 FJ0798  STATE/COUNTY-  OK/GRADY
 FJ0798  COUNTRY     -  US
 FJ0798  USGS QUAD   -  MINCO (2018)
 FJ0798
 FJ0798                         *CURRENT SURVEY CONTROL
 FJ0798  ______________________________________________________________________
 FJ0798* NAD 83(1986) POSITION- 35 16 33.     (N) 097 56 47.     (W)   SCALED
 FJ0798* NAVD 88 ORTHO HEIGHT -   407.340 (meters)     1336.41  (feet) ADJUSTED
 FJ0798  ______________________________________________________________________
 FJ0798  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 FJ0798  DYNAMIC HEIGHT  -        406.933 (meters)     1335.08  (feet) COMP
 FJ0798  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 FJ0798
 FJ0798  VERT ORDER      -  FIRST     CLASS II
 FJ0798
 FJ0798.The horizontal coordinates were scaled from a map and have
 FJ0798.an estimated accuracy of +/- 6 seconds.
 FJ0798
 FJ0798.The orthometric height was determined by differential leveling and
 FJ0798.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0798.in June 1991.
 FJ0798
 FJ0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0798.GEOID18 height accuracy estimate available here.
 FJ0798
 FJ0798.Click photographs - Photos may exist for this station.
 FJ0798
 FJ0798.The dynamic height is computed by dividing the NAVD 88
 FJ0798.geopotential number by the normal gravity value computed on the
 FJ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0798.degrees latitude (g = 980.6199 gals.).
 FJ0798
 FJ0798.The modeled gravity was interpolated from observed gravity values.
 FJ0798
 FJ0798;                    North         East    Units  Estimated Accuracy
 FJ0798;SPC OK S     -   215,480.      604,880.      MT  (+/- 180 meters Scaled)
 FJ0798
 FJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE958041(NAD 83)
 FJ0798
 FJ0798                          SUPERSEDED SURVEY CONTROL
 FJ0798
 FJ0798.No superseded survey control is available for this station.
 FJ0798
 FJ0798_MARKER: I = METAL ROD
 FJ0798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ0798_STAMPING: P 210 1986
 FJ0798_MARK LOGO: NGS
 FJ0798_PROJECTION: FLUSH
 FJ0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0798+STABILITY: POSITION/ELEVATION WELL
 FJ0798_ROD/PIPE-DEPTH: 11.5 meters
 FJ0798_SLEEVE-DEPTH  : 8.8 meters
 FJ0798
 FJ0798  HISTORY     - Date     Condition        Report By
 FJ0798  HISTORY     - 1986     MONUMENTED       NGS
 FJ0798
 FJ0798                          STATION DESCRIPTION
 FJ0798
 FJ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0798'25.4 KM (15.8 MI) SOUTH FROM EL RENO.
 FJ0798'25.4 KM (15.8 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD
 FJ0798'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, 38.1 M (125.0
 FJ0798'FT) EAST OF THE NEAR RAIL, 13.8 M (45.3 FT) SOUTHWEST OF THE CENTER OF
 FJ0798'A GRAVELED ROAD, AND 6.2 M (20.3 FT) EAST OF THE CENTER OF A FIELD
 FJ0798'ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 FJ0798'CAP.
 FJ0798'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST AND FENCE
 FJ0798'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0676 ***********************************************************************
 EL0676  DESIGNATION -  P 211
 EL0676  PID         -  EL0676
 EL0676  STATE/COUNTY-  OK/STEPHENS
 EL0676  COUNTRY     -  US
 EL0676  USGS QUAD   -  MARLOW (2018)
 EL0676
 EL0676                         *CURRENT SURVEY CONTROL
 EL0676  ______________________________________________________________________
 EL0676* NAD 83(1986) POSITION- 34 38 17.43   (N) 097 57 29.95   (W)   HD_HELD1
 EL0676* NAVD 88 ORTHO HEIGHT -   398.287 (meters)     1306.71  (feet) ADJUSTED
 EL0676  ______________________________________________________________________
 EL0676  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 EL0676  DYNAMIC HEIGHT  -        397.871 (meters)     1305.35  (feet) COMP
 EL0676  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 EL0676
 EL0676  VERT ORDER      -  FIRST     CLASS II
 EL0676
 EL0676.The horizontal coordinates were determined by differentially corrected
 EL0676.hand held GPS observations or other comparable positioning techniques
 EL0676.and have an estimated accuracy of +/- 3 meters.
 EL0676
 EL0676.The orthometric height was determined by differential leveling and
 EL0676.adjusted by the NATIONAL GEODETIC SURVEY
 EL0676.in June 1991.
 EL0676
 EL0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0676.GEOID18 height accuracy estimate available here.
 EL0676
 EL0676.Click photographs - Photos may exist for this station.
 EL0676
 EL0676.The dynamic height is computed by dividing the NAVD 88
 EL0676.geopotential number by the normal gravity value computed on the
 EL0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0676.degrees latitude (g = 980.6199 gals.).
 EL0676
 EL0676.The modeled gravity was interpolated from observed gravity values.
 EL0676
 EL0676;                    North         East    Units  Estimated Accuracy
 EL0676;SPC OK S     -   144,738.3     603,821.4     MT  (+/- 3 meters HH1 GPS) 
 EL0676
 EL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9547333412(NAD 83)
 EL0676
 EL0676                          SUPERSEDED SURVEY CONTROL
 EL0676
 EL0676.No superseded survey control is available for this station.
 EL0676
 EL0676_MARKER: F = FLANGE-ENCASED ROD
 EL0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0676_STAMPING: P 211 1986
 EL0676_MARK LOGO: NGS
 EL0676_PROJECTION: PROJECTING 10 CENTIMETERS
 EL0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0676+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 EL0676_ROD/PIPE-DEPTH: 4.0 meters
 EL0676
 EL0676  HISTORY     - Date     Condition        Report By
 EL0676  HISTORY     - 1986     MONUMENTED       NGS
 EL0676  HISTORY     - 20250730 GOOD             WHE
 EL0676
 EL0676                          STATION DESCRIPTION
 EL0676
 EL0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0676'IN MARLOW.
 EL0676'IN MARLOW, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND WEST CADDO
 EL0676'AVENUE, 48.5 M (159.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.9 M
 EL0676'(19.4 FT) SOUTH OF THE CENTER OF THE AVENUE, 4.4 M (14.4 FT) NORTH OF
 EL0676'THE NORTH FACE OF THE TOWN AND COUNTRY MOTEL, AND 1.0 M (3.3 FT) WEST
 EL0676'OF UNDERGROUND CABLE JUNCTION BOX NUMBER 306.  NOTE--ACCESS TO DATUM
 EL0676'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0676'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 EL0676'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EL0676
 EL0676                          STATION RECOVERY (2025)
 EL0676
 EL0676'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0676'MARK LOCATION FOUND AS DESCRIBED FROM NATIONAL GEODETIC SURVEY DATA
 EL0676'SHEET.  TOP OF PIN WAS FOUND (7-30-2025) EXPOSED ABOVE SUNKEN LOGO CAP
 EL0676'(MISSING LID) APPROXIMATELY 4 INCHES (10 CM).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0624 ***********************************************************************
 EL0624  DESIGNATION -  P 212
 EL0624  PID         -  EL0624
 EL0624  STATE/COUNTY-  OK/BRYAN
 EL0624  COUNTRY     -  US
 EL0624  USGS QUAD   -  BENNINGTON NORTH (2018)
 EL0624
 EL0624                         *CURRENT SURVEY CONTROL
 EL0624  ______________________________________________________________________
 EL0624* NAD 83(1993) POSITION- 34 01 34.36107(N) 096 00 57.22877(W)   ADJUSTED
 EL0624* NAD 83(1993) ELLIP HT-   172.171 (meters)        (11/28/94)   ADJUSTED
 EL0624* NAVD 88 ORTHO HEIGHT -   200.143 (meters)      656.64  (feet) ADJUSTED
 EL0624  ______________________________________________________________________
 EL0624  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 EL0624  NAD 83(1993) X  -   -554,601.227 (meters)                     COMP
 EL0624  NAD 83(1993) Y  - -5,262,632.089 (meters)                     COMP
 EL0624  NAD 83(1993) Z  -  3,548,952.909 (meters)                     COMP
 EL0624  LAPLACE CORR    -         -6.99  (seconds)                    DEFLEC18
 EL0624  DYNAMIC HEIGHT  -        199.937 (meters)      655.96  (feet) COMP
 EL0624  MODELED GRAVITY -    979,601.2   (mgal)                       NAVD 88
 EL0624
 EL0624  HORZ ORDER      -  SECOND
 EL0624  VERT ORDER      -  FIRST     CLASS II
 EL0624  ELLP ORDER      -  FIFTH     CLASS I
 EL0624
 EL0624.The horizontal coordinates were established by GPS observations
 EL0624.and adjusted by the National Geodetic Survey in November 1994.
 EL0624
 EL0624.The orthometric height was determined by differential leveling and
 EL0624.adjusted by the NATIONAL GEODETIC SURVEY
 EL0624.in June 1991.
 EL0624
 EL0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0624.GEOID18 height accuracy estimate available here.
 EL0624
 EL0624.Click photographs - Photos may exist for this station.
 EL0624
 EL0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0624
 EL0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0624
 EL0624.The ellipsoidal height was determined by GPS observations
 EL0624.and is referenced to NAD 83.
 EL0624
 EL0624.The dynamic height is computed by dividing the NAVD 88
 EL0624.geopotential number by the normal gravity value computed on the
 EL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0624.degrees latitude (g = 980.6199 gals.).
 EL0624
 EL0624.The modeled gravity was interpolated from observed gravity values.
 EL0624
 EL0624. The following values were computed from the NAD 83(1993) position.
 EL0624
 EL0624;                    North         East     Units Scale Factor Converg.
 EL0624;SPC OK S     -    78,657.576   783,229.715   MT  0.99998304   +1 07 34.4
 EL0624;SPC OK S     -   258,062.40  2,569,646.16   sFT  0.99998304   +1 07 34.4
 EL0624;UTM  14      - 3,769,079.547   775,537.705   MT  1.00053601   +1 40 15.1
 EL0624;UTM  15      - 3,769,165.669   221,525.597   MT  1.00055607   -1 41 19.3
 EL0624
 EL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0624!SPC OK S     -   0.99997297  x   0.99998304  =   0.99995601
 EL0624!UTM  14      -   0.99997297  x   1.00053601  =   1.00050897
 EL0624!UTM  15      -   0.99997297  x   1.00055607  =   1.00052903
 EL0624
 EL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7553769079(NAD 83)
 EL0624
 EL0624                          SUPERSEDED SURVEY CONTROL
 EL0624
 EL0624  NAD 83(1986)-  34 01 34.36714(N)    096 00 57.22601(W) AD(       ) 2
 EL0624  NGVD 29             200.18   (m)          656.8    (f) LEVELING    3  
 EL0624
 EL0624.Superseded values are not recommended for survey control.
 EL0624
 EL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0624.See file dsdata.pdf to determine how the superseded data were derived.
 EL0624
 EL0624_MARKER: I = METAL ROD
 EL0624_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0624+WITH SETTING: INFORMATION.
 EL0624_STAMPING: P 212 1986
 EL0624_MARK LOGO: NGS
 EL0624_PROJECTION: RECESSED 3 CENTIMETERS
 EL0624_MAGNETIC: I = MARKER IS A STEEL ROD
 EL0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0624+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2015
 EL0624_ROD/PIPE-DEPTH: 1.4 meters
 EL0624
 EL0624  HISTORY     - Date     Condition        Report By
 EL0624  HISTORY     - 1986     MONUMENTED       NGS
 EL0624  HISTORY     - 19890301 GOOD             NGS
 EL0624  HISTORY     - 20150225 GOOD             INDIV
 EL0624
 EL0624                          STATION DESCRIPTION
 EL0624
 EL0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0624'36.7 KM (22.8 MI) EAST FROM DURANT.
 EL0624'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EL0624'36.7 KM (22.8 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EL0624'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 23.6 M (77.4 FT) SOUTH
 EL0624'OF THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) EAST OF THE CENTER
 EL0624'OF A IRON PIPE GATE, AND 3.4 M (11.2 FT) WEST OF A TELEPHONE
 EL0624'UNDREGROUND CABLE WARNING SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0624'THROUGH A 5-INCH LOGO CAP.
 EL0624'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 EL0624
 EL0624                          STATION RECOVERY (1989)
 EL0624
 EL0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EL0624'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EL0624'FOLLOWS.
 EL0624'THE STATION IS LOCATED ABOUT 13.8 KM (8.60 MI) WEST OF BOSWELL, 11.4
 EL0624'KM (7.10 MI) EAST-NORTHEAST OF BOKCHITO, AND 2.9 KM (1.80 MI)
 EL0624'NORTHEAST OF BENNINGTON.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EL0624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EL0624'HIGHWAY 22 IN BOKCHITO, GO EASTERLY ON HIGHWAY 70 FOR 13.5 KM
 EL0624'(8.40 MI) TO STATE HIGHWAY 73E ON THE RIGHT.  CONTINUE EASTERLY ON
 EL0624'HIGHWAY 70 FOR 2.8 KM (1.75 MI) TO THE STATION ON THE RIGHT, AT AN
 EL0624'ENTRANCE ROAD LEADING SOUTH TO A LARGE METAL BARN.
 EL0624'THE STATION IS A STANDARD NGS FLANGE ENCASED STAINLESS STEEL ROD WITH
 EL0624'LOGO CAP SET IN THE TOP OF A 5-INCH PVC PIPE CEMENTED INTO THE GROUND,
 EL0624'ACESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP, AND IS FLUSH
 EL0624'WITH THE GROUND.  LOCATED 23.6 M (77.4 FT) SOUTH OF THE CENTERLINE OF
 EL0624'THE HIGHWAY, 6.5 M (21.3 FT) EAST OF THE CENTER OF A PIPE GATE AND
 EL0624'FIELD ENTRANCE ROAD, 3.4 M (11.2 FT) WEST OF A TELEPHONE UNDERGROUND
 EL0624'CABLE WARNING SIGN AND POST, AND 0.2 M (0.7 FT) NORTH OF A PIPE FENCE
 EL0624'AND CARSONITE WITNESS POST.
 EL0624'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EL0624
 EL0624                          STATION RECOVERY (2015)
 EL0624
 EL0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PJ)
 EL0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0645 ***********************************************************************
 EL0645  DESIGNATION -  P 213
 EL0645  PID         -  EL0645
 EL0645  STATE/COUNTY-  OK/JEFFERSON
 EL0645  COUNTRY     -  US
 EL0645  USGS QUAD   -  WAURIKA EAST (2018)
 EL0645
 EL0645                         *CURRENT SURVEY CONTROL
 EL0645  ______________________________________________________________________
 EL0645* NAD 83(1986) POSITION- 34 09 30.     (N) 097 57 51.     (W)   SCALED
 EL0645* NAVD 88 ORTHO HEIGHT -   289.373 (meters)      949.38  (feet) ADJUSTED
 EL0645  ______________________________________________________________________
 EL0645  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 EL0645  DYNAMIC HEIGHT  -        289.081 (meters)      948.43  (feet) COMP
 EL0645  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 EL0645
 EL0645  VERT ORDER      -  FIRST     CLASS II
 EL0645
 EL0645.The horizontal coordinates were scaled from a map and have
 EL0645.an estimated accuracy of +/- 6 seconds.
 EL0645
 EL0645.The orthometric height was determined by differential leveling and
 EL0645.adjusted by the NATIONAL GEODETIC SURVEY
 EL0645.in June 1991.
 EL0645
 EL0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0645.GEOID18 height accuracy estimate available here.
 EL0645
 EL0645.Click photographs - Photos may exist for this station.
 EL0645
 EL0645.The dynamic height is computed by dividing the NAVD 88
 EL0645.geopotential number by the normal gravity value computed on the
 EL0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0645.degrees latitude (g = 980.6199 gals.).
 EL0645
 EL0645.The modeled gravity was interpolated from observed gravity values.
 EL0645
 EL0645;                    North         East    Units  Estimated Accuracy
 EL0645;SPC OK S     -    91,510.      603,300.      MT  (+/- 180 meters Scaled)
 EL0645
 EL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC954801(NAD 83)
 EL0645
 EL0645                          SUPERSEDED SURVEY CONTROL
 EL0645
 EL0645.No superseded survey control is available for this station.
 EL0645
 EL0645_MARKER: I = METAL ROD
 EL0645_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0645+WITH SETTING: INFORMATION.
 EL0645_STAMPING: P 213 1986
 EL0645_MARK LOGO: NGS
 EL0645_PROJECTION: FLUSH
 EL0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0645_ROD/PIPE-DEPTH: 2.7 meters
 EL0645
 EL0645  HISTORY     - Date     Condition        Report By
 EL0645  HISTORY     - 1986     MONUMENTED       NGS
 EL0645
 EL0645                          STATION DESCRIPTION
 EL0645
 EL0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0645'1.7 KM (1.05 MI) EAST FROM WAURIKA.
 EL0645'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EL0645'U.S. HIGHWAY 81 IN WAURIKA, 14.6 M (47.9 FT) NORTH OF THE CENTERLINE
 EL0645'OF THE HIGHWAY, 5.2 M (17.1 FT) WEST OF THE CENTER OF AN IRON PIPE
 EL0645'GATE, AND 4.7 M (15.4 FT) NORTH OF THE CENTER OF THE EAST HEADWALL OF
 EL0645'A CONCRETE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EL0645'5-INCH LOGO CAP.
 EL0645'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 EL0645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0781 ***********************************************************************
 FJ0781  DESIGNATION -  P 214
 FJ0781  PID         -  FJ0781
 FJ0781  STATE/COUNTY-  OK/GRADY
 FJ0781  COUNTRY     -  US
 FJ0781  USGS QUAD   -  CHICKASHA (2018)
 FJ0781
 FJ0781                         *CURRENT SURVEY CONTROL
 FJ0781  ______________________________________________________________________
 FJ0781* NAD 83(1986) POSITION- 35 02 34.     (N) 097 56 02.     (W)   SCALED
 FJ0781* NAVD 88 ORTHO HEIGHT -   331.947 (meters)     1089.06  (feet) ADJUSTED
 FJ0781  ______________________________________________________________________
 FJ0781  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 FJ0781  DYNAMIC HEIGHT  -        331.619 (meters)     1087.99  (feet) COMP
 FJ0781  MODELED GRAVITY -    979,637.2   (mgal)                       NAVD 88
 FJ0781
 FJ0781  VERT ORDER      -  FIRST     CLASS II
 FJ0781
 FJ0781.The horizontal coordinates were scaled from a map and have
 FJ0781.an estimated accuracy of +/- 6 seconds.
 FJ0781
 FJ0781.The orthometric height was determined by differential leveling and
 FJ0781.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0781.in June 1991.
 FJ0781
 FJ0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0781.GEOID18 height accuracy estimate available here.
 FJ0781
 FJ0781.Click photographs - Photos may exist for this station.
 FJ0781
 FJ0781.The dynamic height is computed by dividing the NAVD 88
 FJ0781.geopotential number by the normal gravity value computed on the
 FJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0781.degrees latitude (g = 980.6199 gals.).
 FJ0781
 FJ0781.The modeled gravity was interpolated from observed gravity values.
 FJ0781
 FJ0781;                    North         East    Units  Estimated Accuracy
 FJ0781;SPC OK S     -   189,620.      606,030.      MT  (+/- 180 meters Scaled)
 FJ0781
 FJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND972783(NAD 83)
 FJ0781
 FJ0781                          SUPERSEDED SURVEY CONTROL
 FJ0781
 FJ0781.No superseded survey control is available for this station.
 FJ0781
 FJ0781_MARKER: I = METAL ROD
 FJ0781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0781_STAMPING: P 214 1986
 FJ0781_MARK LOGO: NGS
 FJ0781_PROJECTION: RECESSED 2 CENTIMETERS
 FJ0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0781_ROD/PIPE-DEPTH: 18.3 meters
 FJ0781
 FJ0781  HISTORY     - Date     Condition        Report By
 FJ0781  HISTORY     - 1986     MONUMENTED       NGS
 FJ0781
 FJ0781                          STATION DESCRIPTION
 FJ0781
 FJ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0781'IN CHICKASHA.
 FJ0781'IN CHICKASHA, AT THE INTERSECTION OF OREGON AVENUE AND 2ND STREET, 9.6
 FJ0781'M (31.5 FT) EAST OF THE CENTER OF THE STREET, 5.9 M (19.4 FT) SOUTH OF
 FJ0781'THE CENTER OF THE AVENUE, AND 0.7 M (2.3 FT) SOUTH OF A UTILITY POLE.
 FJ0781'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0781'THE MARK IS 0.8 METERS  S FROM  A WITNESS POST
 FJ0781'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1374 ***********************************************************************
 FJ1374  DESIGNATION -  P 215
 FJ1374  PID         -  FJ1374
 FJ1374  STATE/COUNTY-  OK/MCCLAIN
 FJ1374  COUNTRY     -  US
 FJ1374  USGS QUAD   -  NEWCASTLE (2018)
 FJ1374
 FJ1374                         *CURRENT SURVEY CONTROL
 FJ1374  ______________________________________________________________________
 FJ1374* NAD 83(1986) POSITION- 35 10 57.     (N) 097 31 45.     (W)   SCALED
 FJ1374* NAVD 88 ORTHO HEIGHT -   356.673 (meters)     1170.18  (feet) ADJUSTED
 FJ1374  ______________________________________________________________________
 FJ1374  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 FJ1374  DYNAMIC HEIGHT  -        356.326 (meters)     1169.05  (feet) COMP
 FJ1374  MODELED GRAVITY -    979,649.4   (mgal)                       NAVD 88
 FJ1374
 FJ1374  VERT ORDER      -  FIRST     CLASS II
 FJ1374
 FJ1374.The horizontal coordinates were scaled from a map and have
 FJ1374.an estimated accuracy of +/- 6 seconds.
 FJ1374
 FJ1374.The orthometric height was determined by differential leveling and
 FJ1374.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1374.in August 1994.
 FJ1374
 FJ1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1374.GEOID18 height accuracy estimate available here.
 FJ1374
 FJ1374.Click photographs - Photos may exist for this station.
 FJ1374
 FJ1374.The dynamic height is computed by dividing the NAVD 88
 FJ1374.geopotential number by the normal gravity value computed on the
 FJ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1374.degrees latitude (g = 980.6199 gals.).
 FJ1374
 FJ1374.The modeled gravity was interpolated from observed gravity values.
 FJ1374
 FJ1374;                    North         East    Units  Estimated Accuracy
 FJ1374;SPC OK S     -   205,220.      642,890.      MT  (+/- 180 meters Scaled)
 FJ1374
 FJ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD339942(NAD 83)
 FJ1374
 FJ1374                          SUPERSEDED SURVEY CONTROL
 FJ1374
 FJ1374.No superseded survey control is available for this station.
 FJ1374
 FJ1374_MARKER: I = METAL ROD
 FJ1374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1374+WITH SETTING: INFORMATION.
 FJ1374_STAMPING: P 215 1994
 FJ1374_MARK LOGO: NGS
 FJ1374_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1374+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1374
 FJ1374  HISTORY     - Date     Condition        Report By
 FJ1374  HISTORY     - 1994     MONUMENTED       NGS
 FJ1374
 FJ1374                          STATION DESCRIPTION
 FJ1374
 FJ1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1374'2.2 KM (1.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 35 FROM THE
 FJ1374'JUNCTION OF STATE HIGHWAY 9 EAST IN NORMAN (EXIT 108 A), THENCE 3.2
 FJ1374'KM (2.00 MI) WESTERLY ALONG STATE HIGHWAY 9 (EXIT 106), A METAL
 FJ1374'ROD DRIVEN 2.5 METERS AND FLUSH WITH THE GROUND, 70.8 M
 FJ1374'(232.3 FT) EAST OF THE CENTER OF WESTERN ROAD (CORD NS 307), 69.3 M
 FJ1374'(227.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.0 M (45.9 FT) NORTH OF
 FJ1374'THE CENTER OF A SERVICE ROAD, 1.3 M (4.3 FT) NORTHEAST OF A UTILITY
 FJ1374'POLE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M
 FJ1374'(1.0 FT) ABOVE THE LEVEL OF THE SERVICE ROAD.  NOTE--ACCESS TO THE
 FJ1374'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 FJ1374'REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1397 ***********************************************************************
 FJ1397  DESIGNATION -  P 216
 FJ1397  PID         -  FJ1397
 FJ1397  STATE/COUNTY-  OK/OKLAHOMA
 FJ1397  COUNTRY     -  US
 FJ1397  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1397
 FJ1397                         *CURRENT SURVEY CONTROL
 FJ1397  ______________________________________________________________________
 FJ1397* NAD 83(1986) POSITION- 35 23 59.08   (N) 097 29 15.99   (W)   HD_HELD1
 FJ1397* NAVD 88 ORTHO HEIGHT -   389.562 (meters)     1278.09  (feet) ADJUSTED
 FJ1397  ______________________________________________________________________
 FJ1397  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 FJ1397  DYNAMIC HEIGHT  -        389.187 (meters)     1276.86  (feet) COMP
 FJ1397  MODELED GRAVITY -    979,660.8   (mgal)                       NAVD 88
 FJ1397
 FJ1397  VERT ORDER      -  FIRST     CLASS II
 FJ1397
 FJ1397.The horizontal coordinates were determined by differentially corrected
 FJ1397.hand held GPS observations or other comparable positioning techniques
 FJ1397.and have an estimated accuracy of +/- 3 meters.
 FJ1397
 FJ1397.The orthometric height was determined by differential leveling and
 FJ1397.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1397.in August 1994.
 FJ1397
 FJ1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1397.GEOID18 height accuracy estimate available here.
 FJ1397
 FJ1397.Click photographs - Photos may exist for this station.
 FJ1397
 FJ1397.The dynamic height is computed by dividing the NAVD 88
 FJ1397.geopotential number by the normal gravity value computed on the
 FJ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1397.degrees latitude (g = 980.6199 gals.).
 FJ1397
 FJ1397.The modeled gravity was interpolated from observed gravity values.
 FJ1397
 FJ1397;                    North         East    Units  Estimated Accuracy
 FJ1397;SPC OK N     -    44,476.0     646,532.9     MT  (+/- 3 meters HH1 GPS) 
 FJ1397
 FJ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3732318424(NAD 83)
 FJ1397
 FJ1397                          SUPERSEDED SURVEY CONTROL
 FJ1397
 FJ1397.No superseded survey control is available for this station.
 FJ1397
 FJ1397_MARKER: I = METAL ROD
 FJ1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1397_STAMPING: P 216 1994
 FJ1397_MARK LOGO: NGS
 FJ1397_PROJECTION: FLUSH
 FJ1397_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1397+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 FJ1397_ROD/PIPE-DEPTH: 4.1 meters
 FJ1397
 FJ1397  HISTORY     - Date     Condition        Report By
 FJ1397  HISTORY     - 1994     MONUMENTED       NGS
 FJ1397  HISTORY     - 20010914 GOOD             INDIV
 FJ1397  HISTORY     - 20061016 GOOD             AIRDAT
 FJ1397
 FJ1397                          STATION DESCRIPTION
 FJ1397
 FJ1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1397'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FJ1397'CROSSROADS BOULEVARD, 57.8 M (189.6 FT) NORTHWEST OF THE BOULEVARD
 FJ1397'CENTERLINE, 32.5 M (106.6 FT) NORTHWEST OF THE NORTH CORNER OF A
 FJ1397'RAILROAD SIGNAL CONTROL BUILDING, 29.4 M (96.5 FT) SOUTHWEST OF THE
 FJ1397'NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACKS, AND 0.6 M
 FJ1397'(2.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 FJ1397'POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1397
 FJ1397                          STATION RECOVERY (2001)
 FJ1397
 FJ1397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ1397'RECOVERED IN GOOD CONDITION.
 FJ1397
 FJ1397                          STATION RECOVERY (2006)
 FJ1397
 FJ1397'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ1397'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1056 ***********************************************************************
 EL1056  DESIGNATION -  P 217
 EL1056  PID         -  EL1056
 EL1056  STATE/COUNTY-  OK/STEPHENS
 EL1056  COUNTRY     -  US
 EL1056  USGS QUAD   -  DUNCAN NORTH (2018)
 EL1056
 EL1056                         *CURRENT SURVEY CONTROL
 EL1056  ______________________________________________________________________
 EL1056* NAD 83(1986) POSITION- 34 35 39.     (N) 097 59 03.     (W)   SCALED
 EL1056* NAVD 88 ORTHO HEIGHT -   374.478 (meters)     1228.60  (feet) ADJUSTED
 EL1056  ______________________________________________________________________
 EL1056  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 EL1056  DYNAMIC HEIGHT  -        374.087 (meters)     1227.32  (feet) COMP
 EL1056  MODELED GRAVITY -    979,581.0   (mgal)                       NAVD 88
 EL1056
 EL1056  VERT ORDER      -  FIRST     CLASS II
 EL1056
 EL1056.The horizontal coordinates were scaled from a map and have
 EL1056.an estimated accuracy of +/- 6 seconds.
 EL1056
 EL1056.The orthometric height was determined by differential leveling and
 EL1056.adjusted by the NATIONAL GEODETIC SURVEY
 EL1056.in August 1994.
 EL1056
 EL1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1056.GEOID18 height accuracy estimate available here.
 EL1056
 EL1056.Click photographs - Photos may exist for this station.
 EL1056
 EL1056.The dynamic height is computed by dividing the NAVD 88
 EL1056.geopotential number by the normal gravity value computed on the
 EL1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1056.degrees latitude (g = 980.6199 gals.).
 EL1056
 EL1056.The modeled gravity was interpolated from observed gravity values.
 EL1056
 EL1056;                    North         East    Units  Estimated Accuracy
 EL1056;SPC OK S     -   139,860.      601,450.      MT  (+/- 180 meters Scaled)
 EL1056
 EL1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND931285(NAD 83)
 EL1056
 EL1056                          SUPERSEDED SURVEY CONTROL
 EL1056
 EL1056.No superseded survey control is available for this station.
 EL1056
 EL1056_MARKER: I = METAL ROD
 EL1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1056_STAMPING: P 217 1994
 EL1056_MARK LOGO: NGS
 EL1056_PROJECTION: FLUSH
 EL1056_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL1056+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1056_ROD/PIPE-DEPTH: 3.4 meters
 EL1056
 EL1056  HISTORY     - Date     Condition        Report By
 EL1056  HISTORY     - 1994     MONUMENTED       NGS
 EL1056
 EL1056                          STATION DESCRIPTION
 EL1056
 EL1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1056'1.0 KM (0.60 MI) WESTERLY ALONG WEST WILLOW AVENUE FROM THE POST
 EL1056'OFFICE IN DUNCAN, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S.
 EL1056'HIGHWAY 81, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG STATE HIGHWAY 7,
 EL1056'21.4 M (70.2 FT) SOUTH OF THE HIGHWAY CENTERLINE (WILL BE THE
 EL1056'EASTBOUND LANES WHEN CONSTRUCTION IS COMPLETED), 20.4 M (66.9 FT)
 EL1056'EAST OF THE CENTER OF A DRIVEWAY, 14.8 M (48.6 FT) EAST OF JUNCTION
 EL1056'UTILITY POLE NUMBER 18 24, 5.9 M (19.4 FT) SOUTHWEST OF UNDERGROUND
 EL1056'CABLE JUNCTION BOX 2905 500, 4.5 M (14.8 FT) EAST OF THE EXTENDED
 EL1056'CENTER OF A PAVED ROAD LEADING NORTH, 0.9 M (3.0 FT) ABOVE THE LEVEL
 EL1056'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND THE
 EL1056'MOST EASTERLY OF 2 BRACED FENCE POSTS.  NOTE--ACCESS TO THE DATUM
 EL1056'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1366 ***********************************************************************
 FJ1366  DESIGNATION -  P 218
 FJ1366  PID         -  FJ1366
 FJ1366  STATE/COUNTY-  OK/OKLAHOMA
 FJ1366  COUNTRY     -  US
 FJ1366  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1366
 FJ1366                         *CURRENT SURVEY CONTROL
 FJ1366  ______________________________________________________________________
 FJ1366* NAD 83(1986) POSITION- 35 26 51.5    (N) 097 37 07.3    (W)   HD_HELD2
 FJ1366* NAVD 88 ORTHO HEIGHT -   372.697 (meters)     1222.76  (feet) ADJUSTED
 FJ1366  ______________________________________________________________________
 FJ1366  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 FJ1366  DYNAMIC HEIGHT  -        372.338 (meters)     1221.58  (feet) COMP
 FJ1366  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 FJ1366
 FJ1366  VERT ORDER      -  FIRST     CLASS II
 FJ1366
 FJ1366.The horizontal coordinates were established by autonomous hand held GPS
 FJ1366.observations and have an estimated accuracy of +/- 10 meters.
 FJ1366
 FJ1366.The orthometric height was determined by differential leveling and
 FJ1366.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1366.in August 1994.
 FJ1366
 FJ1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1366.GEOID18 height accuracy estimate available here.
 FJ1366
 FJ1366.Click photographs - Photos may exist for this station.
 FJ1366
 FJ1366.The dynamic height is computed by dividing the NAVD 88
 FJ1366.geopotential number by the normal gravity value computed on the
 FJ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1366.degrees latitude (g = 980.6199 gals.).
 FJ1366
 FJ1366.The modeled gravity was interpolated from observed gravity values.
 FJ1366
 FJ1366;                    North         East    Units  Estimated Accuracy
 FJ1366;SPC OK N     -    49,735.      634,619.      MT  (+/- 10 meters HH2 GPS)
 FJ1366
 FJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2536023562(NAD 83)
 FJ1366
 FJ1366                          SUPERSEDED SURVEY CONTROL
 FJ1366
 FJ1366.No superseded survey control is available for this station.
 FJ1366
 FJ1366_MARKER: DV = VERTICAL CONTROL DISK
 FJ1366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1366_SP_SET: BRIDGE ABUTMENT
 FJ1366_STAMPING: P 218 1994
 FJ1366_MARK LOGO: NGS
 FJ1366_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1366+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1366
 FJ1366  HISTORY     - Date     Condition        Report By
 FJ1366  HISTORY     - 1994     MONUMENTED       NGS
 FJ1366
 FJ1366                          STATION DESCRIPTION
 FJ1366
 FJ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1366'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1366'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 1.9 KM (1.20 MI) SOUTHERLY
 FJ1366'ALONG MACARTHUR BOULEVARD, IN TOP OF AND 1.0 M (3.3 FT) WEST OF THE
 FJ1366'EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE BOULEVARD BRIDGE
 FJ1366'SPANNING THE NORTH CANADIAN RIVER, 8.2 M (26.9 FT) EAST OF THE
 FJ1366'BOULEVARD CENTERLINE, 4.5 M (14.8 FT) NORTH OF THE SOUTH END OF THE
 FJ1366'EAST BRIDGE RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FJ1366'BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1274 ***********************************************************************
 FH1274  DESIGNATION -  P 219
 FH1274  PID         -  FH1274
 FH1274  STATE/COUNTY-  OK/TULSA
 FH1274  COUNTRY     -  US
 FH1274  USGS QUAD   -  BIXBY (2018)
 FH1274
 FH1274                         *CURRENT SURVEY CONTROL
 FH1274  ______________________________________________________________________
 FH1274* NAD 83(1986) POSITION- 35 54 03.87   (N) 095 56 39.33   (W)   HD_HELD1
 FH1274* NAVD 88 ORTHO HEIGHT -   208.464 (meters)      683.94  (feet) ADJUSTED
 FH1274  ______________________________________________________________________
 FH1274  GEOID HEIGHT    -        -29.005 (meters)                     GEOID18
 FH1274  DYNAMIC HEIGHT  -        208.277 (meters)      683.32  (feet) COMP
 FH1274  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 FH1274
 FH1274  VERT ORDER      -  FIRST     CLASS II
 FH1274
 FH1274.The horizontal coordinates were determined by differentially corrected
 FH1274.hand held GPS observations or other comparable positioning techniques
 FH1274.and have an estimated accuracy of +/- 3 meters.
 FH1274
 FH1274.The orthometric height was determined by differential leveling and
 FH1274.adjusted by the NATIONAL GEODETIC SURVEY
 FH1274.in August 1994.
 FH1274
 FH1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1274.GEOID18 height accuracy estimate available here.
 FH1274
 FH1274.Click photographs - Photos may exist for this station.
 FH1274
 FH1274.The dynamic height is computed by dividing the NAVD 88
 FH1274.geopotential number by the normal gravity value computed on the
 FH1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1274.degrees latitude (g = 980.6199 gals.).
 FH1274
 FH1274.The modeled gravity was interpolated from observed gravity values.
 FH1274
 FH1274;                    North         East    Units  Estimated Accuracy
 FH1274;SPC OK N     -   101,941.2     785,562.5     MT  (+/- 3 meters HH1 GPS) 
 FH1274
 FH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3427376981(NAD 83)
 FH1274
 FH1274                          SUPERSEDED SURVEY CONTROL
 FH1274
 FH1274.No superseded survey control is available for this station.
 FH1274
 FH1274_MARKER: F = FLANGE-ENCASED ROD
 FH1274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1274+WITH SETTING: INFORMATION.
 FH1274_STAMPING: P 219 1994
 FH1274_MARK LOGO: NGS
 FH1274_PROJECTION: RECESSED 3 CENTIMETERS
 FH1274_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1274+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2021
 FH1274
 FH1274  HISTORY     - Date     Condition        Report By
 FH1274  HISTORY     - 1994     MONUMENTED       NGS
 FH1274  HISTORY     - 20210806 GOOD             COTOK
 FH1274
 FH1274                          STATION DESCRIPTION
 FH1274
 FH1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1274'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1274'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1274'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1274'THENCE 4.2 KM (2.60 MI) WESTERLY ALONG EAST 181ST STREET SOUTH, A META
 FH1274'ROD DRIVEN 2.4 METERS AND FLUSH WITH THE GROUND, 25.0
 FH1274'M (82.0 FT) WEST OF THE CENTER OF HARVARD AVENUE, 8.4 M (27.6 FT)
 FH1274'SOUTH OF AND LEVEL WITH THE STREET CENTERLINE, AND 0.3 M (1.0 FT)
 FH1274'NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS
 FH1274'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 FH1274'ANCHORED.
 FH1274
 FH1274                          STATION RECOVERY (2021)
 FH1274
 FH1274'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 FH1274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9275 ***********************************************************************
 AC9275  DESIGNATION -  P 220
 AC9275  PID         -  AC9275
 AC9275  STATE/COUNTY-  OK/SEQUOYAH
 AC9275  COUNTRY     -  US
 AC9275  USGS QUAD   -  SALLISAW (2019)
 AC9275
 AC9275                         *CURRENT SURVEY CONTROL
 AC9275  ______________________________________________________________________
 AC9275* NAD 83(1986) POSITION- 35 22 58.     (N) 094 48 52.     (W)   SCALED
 AC9275* NAVD 88 ORTHO HEIGHT -   151.162 (meters)      495.94  (feet) ADJUSTED
 AC9275  ______________________________________________________________________
 AC9275  GEOID HEIGHT    -        -30.281 (meters)                     GEOID18
 AC9275  DYNAMIC HEIGHT  -        151.019 (meters)      495.47  (feet) COMP
 AC9275  MODELED GRAVITY -    979,687.8   (mgal)                       NAVD 88
 AC9275
 AC9275  VERT ORDER      -  FIRST     CLASS II
 AC9275
 AC9275.The horizontal coordinates were scaled from a map and have
 AC9275.an estimated accuracy of +/- 6 seconds.
 AC9275
 AC9275.The orthometric height was determined by differential leveling and
 AC9275.adjusted by the NATIONAL GEODETIC SURVEY
 AC9275.in July 2002.
 AC9275
 AC9275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9275.GEOID18 height accuracy estimate available here.
 AC9275
 AC9275.Click photographs - Photos may exist for this station.
 AC9275
 AC9275.The dynamic height is computed by dividing the NAVD 88
 AC9275.geopotential number by the normal gravity value computed on the
 AC9275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9275.degrees latitude (g = 980.6199 gals.).
 AC9275
 AC9275.The modeled gravity was interpolated from observed gravity values.
 AC9275
 AC9275;                    North         East    Units  Estimated Accuracy
 AC9275;SPC OK N     -    47,220.      889,400.      MT  (+/- 180 meters Scaled)
 AC9275
 AC9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV351170(NAD 83)
 AC9275
 AC9275                          SUPERSEDED SURVEY CONTROL
 AC9275
 AC9275.No superseded survey control is available for this station.
 AC9275
 AC9275_MARKER: I = METAL ROD
 AC9275_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9275_STAMPING: P 220 1997
 AC9275_MARK LOGO: NGS
 AC9275_PROJECTION: FLUSH
 AC9275_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9275+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9275_ROD/PIPE-DEPTH: 8.6 meters
 AC9275_SLEEVE-DEPTH  : 0.9 meters
 AC9275
 AC9275  HISTORY     - Date     Condition        Report By
 AC9275  HISTORY     - 1997     MONUMENTED       NGS
 AC9275
 AC9275                          STATION DESCRIPTION
 AC9275
 AC9275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9275'8.1 KM (5.05 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION OF
 AC9275'INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , THENCE 0.4 KM (0.25 MI)
 AC9275'SOUTHERLY ALONG A PAVED AND DIRT ROAD, 45.6 M (149.6 FT) SOUTH OF THE
 AC9275'CENTER OF A PAVED ROAD, 6.2 M (20.3 FT) WEST OF AND LEVEL WITH THE
 AC9275'ROAD CENTER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 AC9275'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC9275'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9206 ***********************************************************************
 AC9206  DESIGNATION -  P 221
 AC9206  PID         -  AC9206
 AC9206  STATE/COUNTY-  OK/GRANT
 AC9206  COUNTRY     -  US
 AC9206  USGS QUAD   -  NARDIN (2018)
 AC9206
 AC9206                         *CURRENT SURVEY CONTROL
 AC9206  ______________________________________________________________________
 AC9206* NAD 83(1986) POSITION- 36 46 02.     (N) 097 28 50.     (W)   SCALED
 AC9206* NAVD 88 ORTHO HEIGHT -   317.397 (meters)     1041.33  (feet) ADJUSTED
 AC9206  ______________________________________________________________________
 AC9206  GEOID HEIGHT    -        -28.435 (meters)                     GEOID18
 AC9206  DYNAMIC HEIGHT  -        317.127 (meters)     1040.44  (feet) COMP
 AC9206  MODELED GRAVITY -    979,773.4   (mgal)                       NAVD 88
 AC9206
 AC9206  VERT ORDER      -  SECOND    CLASS I
 AC9206
 AC9206.The horizontal coordinates were scaled from a map and have
 AC9206.an estimated accuracy of +/- 6 seconds.
 AC9206
 AC9206.The orthometric height was determined by differential leveling and
 AC9206.adjusted by the NATIONAL GEODETIC SURVEY
 AC9206.in July 2002.
 AC9206
 AC9206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9206.GEOID18 height accuracy estimate available here.
 AC9206
 AC9206.Click photographs - Photos may exist for this station.
 AC9206
 AC9206.The dynamic height is computed by dividing the NAVD 88
 AC9206.geopotential number by the normal gravity value computed on the
 AC9206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9206.degrees latitude (g = 980.6199 gals.).
 AC9206
 AC9206.The modeled gravity was interpolated from observed gravity values.
 AC9206
 AC9206;                    North         East    Units  Estimated Accuracy
 AC9206;SPC OK N     -   196,210.      646,380.      MT  (+/- 180 meters Scaled)
 AC9206
 AC9206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF356701(NAD 83)
 AC9206
 AC9206                          SUPERSEDED SURVEY CONTROL
 AC9206
 AC9206.No superseded survey control is available for this station.
 AC9206
 AC9206_MARKER: I = METAL ROD
 AC9206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9206+WITH SETTING: INFORMATION.
 AC9206_STAMPING: P 221 1997
 AC9206_MARK LOGO: NGS
 AC9206_PROJECTION: FLUSH
 AC9206_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9206+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9206_ROD/PIPE-DEPTH: 2.4 meters
 AC9206
 AC9206  HISTORY     - Date     Condition        Report By
 AC9206  HISTORY     - 1997     MONUMENTED       NGS
 AC9206
 AC9206                          STATION DESCRIPTION
 AC9206
 AC9206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9206'7.2 KM (4.45 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9206'IN LAMONT, THENCE 8.0 KM (4.95 MI) NORTHERLY ALONG A GRAVELED ROAD,
 AC9206'13.4 M (44.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 11.1 M (36.4
 AC9206'FT) WEST OF THE ROAD CENTER, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND
 AC9206'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROADS. NOTE--ACCESS
 AC9206'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH OF
 AC9206'0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0320 ***********************************************************************
 GL0320  DESIGNATION -  P 23
 GL0320  PID         -  GL0320
 GL0320  STATE/COUNTY-  OK/CIMARRON
 GL0320  COUNTRY     -  US
 GL0320  USGS QUAD   -  BOISE CITY SE (2018)
 GL0320
 GL0320                         *CURRENT SURVEY CONTROL
 GL0320  ______________________________________________________________________
 GL0320* NAD 83(1986) POSITION- 36 33 35.     (N) 102 33 10.     (W)   SCALED
 GL0320* NAVD 88 ORTHO HEIGHT -  1269.143 (meters)     4163.85  (feet) ADJUSTED
 GL0320  ______________________________________________________________________
 GL0320  GEOID HEIGHT    -        -23.814 (meters)                     GEOID18
 GL0320  DYNAMIC HEIGHT  -       1267.731 (meters)     4159.21  (feet) COMP
 GL0320  MODELED GRAVITY -    979,475.4   (mgal)                       NAVD 88
 GL0320
 GL0320  VERT ORDER      -  FIRST     CLASS II
 GL0320
 GL0320.The horizontal coordinates were scaled from a map and have
 GL0320.an estimated accuracy of +/- 6 seconds.
 GL0320
 GL0320.The orthometric height was determined by differential leveling and
 GL0320.adjusted by the NATIONAL GEODETIC SURVEY
 GL0320.in June 1991.
 GL0320
 GL0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0320.GEOID18 height accuracy estimate available here.
 GL0320
 GL0320.Click photographs - Photos may exist for this station.
 GL0320
 GL0320.The dynamic height is computed by dividing the NAVD 88
 GL0320.geopotential number by the normal gravity value computed on the
 GL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0320.degrees latitude (g = 980.6199 gals.).
 GL0320
 GL0320.The modeled gravity was interpolated from observed gravity values.
 GL0320
 GL0320;                    North         East    Units  Estimated Accuracy
 GL0320;SPC OK N     -   182,610.      192,590.      MT  (+/- 180 meters Scaled)
 GL0320
 GL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA190488(NAD 83)
 GL0320
 GL0320                          SUPERSEDED SURVEY CONTROL
 GL0320
 GL0320.No superseded survey control is available for this station.
 GL0320
 GL0320_MARKER: DB = BENCH MARK DISK
 GL0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0320_STAMPING: P 23 1933
 GL0320_MARK LOGO: CGS
 GL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0320+STABILITY: SURFACE MOTION
 GL0320
 GL0320  HISTORY     - Date     Condition        Report By
 GL0320  HISTORY     - 1933     MONUMENTED       CGS
 GL0320  HISTORY     - 1934     GOOD             CGS
 GL0320  HISTORY     - 1973     POOR             USGS
 GL0320  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0320
 GL0320                          STATION DESCRIPTION
 GL0320
 GL0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0320'14.0 MI S FROM BOISE CITY.
 GL0320'14.0 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0320'HIGHWAY NO. 38.  AT INTERSECTION OF ROAD TO FELT, OKLA. 50 FT. EAST OF
 GL0320'THE CENTER LINE OF THE HIGHWAY ( NO. 38.) 50 FT. SOUTH OF THE CENTER
 GL0320'LINE OF THE ROAD TO FELT.
 GL0320
 GL0320                          STATION RECOVERY (1973)
 GL0320
 GL0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0320'MARK RECOVERED IN POOR CONDITION.
 GL0320
 GL0320                          STATION RECOVERY (1985)
 GL0320
 GL0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0320'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0291 ***********************************************************************
 FK0291  DESIGNATION -  P 25
 FK0291  PID         -  FK0291
 FK0291  STATE/COUNTY-  OK/CUSTER
 FK0291  COUNTRY     -  US
 FK0291  USGS QUAD   -  HAMMON (2018)
 FK0291
 FK0291                         *CURRENT SURVEY CONTROL
 FK0291  ______________________________________________________________________
 FK0291* NAD 83(1986) POSITION- 35 39 22.     (N) 099 22 31.     (W)   SCALED
 FK0291* NAVD 88 ORTHO HEIGHT -   519.612 (meters)     1704.76  (feet) ADJUSTED
 FK0291  ______________________________________________________________________
 FK0291  GEOID HEIGHT    -        -27.892 (meters)                     GEOID18
 FK0291  DYNAMIC HEIGHT  -        519.079 (meters)     1703.01  (feet) COMP
 FK0291  MODELED GRAVITY -    979,593.0   (mgal)                       NAVD 88
 FK0291
 FK0291  VERT ORDER      -  SECOND    CLASS 0
 FK0291
 FK0291.The horizontal coordinates were scaled from a map and have
 FK0291.an estimated accuracy of +/- 6 seconds.
 FK0291
 FK0291.The orthometric height was determined by differential leveling and
 FK0291.adjusted by the NATIONAL GEODETIC SURVEY
 FK0291.in June 1991.
 FK0291
 FK0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0291.GEOID18 height accuracy estimate available here.
 FK0291
 FK0291.Click photographs - Photos may exist for this station.
 FK0291
 FK0291.The dynamic height is computed by dividing the NAVD 88
 FK0291.geopotential number by the normal gravity value computed on the
 FK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0291.degrees latitude (g = 980.6199 gals.).
 FK0291
 FK0291.The modeled gravity was interpolated from observed gravity values.
 FK0291
 FK0291;                    North         East    Units  Estimated Accuracy
 FK0291;SPC OK N     -    73,680.      475,470.      MT  (+/- 180 meters Scaled)
 FK0291
 FK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME660458(NAD 83)
 FK0291
 FK0291                          SUPERSEDED SURVEY CONTROL
 FK0291
 FK0291  NGVD 29 (??/??/92)  519.358  (m)         1703.93   (f) ADJ UNCH    2 0
 FK0291
 FK0291.Superseded values are not recommended for survey control.
 FK0291
 FK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0291.See file dsdata.pdf to determine how the superseded data were derived.
 FK0291
 FK0291_MARKER: DB = BENCH MARK DISK
 FK0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0291_STAMPING: P 25 1934
 FK0291_MARK LOGO: CGS
 FK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0291+STABILITY: SURFACE MOTION
 FK0291
 FK0291  HISTORY     - Date     Condition        Report By
 FK0291  HISTORY     - 1934     MONUMENTED       CGS
 FK0291  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0291
 FK0291                          STATION DESCRIPTION
 FK0291
 FK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0291'IN CUSTER COUNTY, 1.7 MILES NORTHEAST ALONG THE
 FK0291'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT HAMMON, ROGER
 FK0291'MILLS COUNTY, 400 FEET NORTHEAST OF A ROGER MILLS-CUSTER COUNTY-LINE
 FK0291'SIGN, 48 FEET SOUTHEAST OF THE CROSSING OF THE ATCHISON-TOPEKA
 FK0291'AND SANTA FE RAILWAY, AND AT THE NORTHWEST CORNER OF THE
 FK0291'SECTION-HOUSE YARD OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 FK0291'A STANDARD DISK, STAMPED P 25 1934 AND SET IN THE TOP OF A
 FK0291'CONCRETE POST.
 FK0291
 FK0291                          STATION RECOVERY (1986)
 FK0291
 FK0291'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0444 ***********************************************************************
 FK0444  DESIGNATION -  P 26
 FK0444  PID         -  FK0444
 FK0444  STATE/COUNTY-  OK/BECKHAM
 FK0444  COUNTRY     -  US
 FK0444  USGS QUAD   -  WILLOW (2018)
 FK0444
 FK0444                         *CURRENT SURVEY CONTROL
 FK0444  ______________________________________________________________________
 FK0444* NAD 83(1986) POSITION- 35 07 01.     (N) 099 30 33.     (W)   SCALED
 FK0444* NAVD 88 ORTHO HEIGHT -   540.694 (meters)     1773.93  (feet) ADJUSTED
 FK0444  ______________________________________________________________________
 FK0444  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 FK0444  DYNAMIC HEIGHT  -        540.152 (meters)     1772.15  (feet) COMP
 FK0444  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 FK0444
 FK0444  VERT ORDER      -  SECOND    CLASS 0
 FK0444
 FK0444.The horizontal coordinates were scaled from a map and have
 FK0444.an estimated accuracy of +/- 6 seconds.
 FK0444
 FK0444.The orthometric height was determined by differential leveling and
 FK0444.adjusted by the NATIONAL GEODETIC SURVEY
 FK0444.in June 1991.
 FK0444
 FK0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0444.GEOID18 height accuracy estimate available here.
 FK0444
 FK0444.Click photographs - Photos may exist for this station.
 FK0444
 FK0444.The dynamic height is computed by dividing the NAVD 88
 FK0444.geopotential number by the normal gravity value computed on the
 FK0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0444.degrees latitude (g = 980.6199 gals.).
 FK0444
 FK0444.The modeled gravity was interpolated from observed gravity values.
 FK0444
 FK0444;                    North         East    Units  Estimated Accuracy
 FK0444;SPC OK S     -   198,880.      462,440.      MT  (+/- 180 meters Scaled)
 FK0444
 FK0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD536861(NAD 83)
 FK0444
 FK0444                          SUPERSEDED SURVEY CONTROL
 FK0444
 FK0444  NGVD 29 (??/??/92)  540.494  (m)         1773.27   (f) ADJ UNCH    2 0
 FK0444
 FK0444.Superseded values are not recommended for survey control.
 FK0444
 FK0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0444.See file dsdata.pdf to determine how the superseded data were derived.
 FK0444
 FK0444_MARKER: DB = BENCH MARK DISK
 FK0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0444_STAMPING: P 26 1934
 FK0444_MARK LOGO: CGS
 FK0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0444+STABILITY: SURFACE MOTION
 FK0444
 FK0444  HISTORY     - Date     Condition        Report By
 FK0444  HISTORY     - 1934     MONUMENTED       CGS
 FK0444  HISTORY     - 19890111 MARK NOT FOUND   USPSQD
 FK0444
 FK0444                          STATION DESCRIPTION
 FK0444
 FK0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0444'7.2 MI S FROM CARTER.
 FK0444'7.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0444'THE STATION AT CARTER, BECKHAM COUNTY, 0.2 MILE SOUTH OF MILEPOST
 FK0444'113, 310 FEET SOUTHEAST OF THE STATION AT MORAVIA, 75 FEET
 FK0444'NORTHEAST OF A BECKHAM-GREER COUNTY-LINE SIGN, 75 FEET NORTHEAST
 FK0444'OF A BECKHAM-GREER COUNTY-LINE SIGN, 75 FEET EAST OF THE EAST
 FK0444'RAIL OF THE MAIN TRACK, AND 42 FEET NORTH OF THE CENTERLINE
 FK0444'OF A SECTION-LINE ROAD.  A STANDARD DISK, STAMPED P 26 1934 AND
 FK0444'SET IN THE TOP OF A CONCRETE POST.
 FK0444
 FK0444                          STATION RECOVERY (1989)
 FK0444
 FK0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 FK0444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0156 ***********************************************************************
 FK0156  DESIGNATION -  P 28
 FK0156  PID         -  FK0156
 FK0156  STATE/COUNTY-  OK/WASHITA
 FK0156  COUNTRY     -  US
 FK0156  USGS QUAD   -  DILL CITY SE (2018)
 FK0156
 FK0156                         *CURRENT SURVEY CONTROL
 FK0156  ______________________________________________________________________
 FK0156* NAD 83(1986) POSITION- 35 15 26.06   (N) 099 00 05.02   (W)   HD_HELD1
 FK0156* NAVD 88 ORTHO HEIGHT -   466.563 (meters)     1530.72  (feet) ADJUSTED
 FK0156  ______________________________________________________________________
 FK0156  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 FK0156  DYNAMIC HEIGHT  -        466.089 (meters)     1529.16  (feet) COMP
 FK0156  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 FK0156
 FK0156  VERT ORDER      -  SECOND    CLASS 0
 FK0156
 FK0156.The horizontal coordinates were determined by differentially corrected
 FK0156.hand held GPS observations or other comparable positioning techniques
 FK0156.and have an estimated accuracy of +/- 3 meters.
 FK0156
 FK0156.The orthometric height was determined by differential leveling and
 FK0156.adjusted by the NATIONAL GEODETIC SURVEY
 FK0156.in June 1991.
 FK0156
 FK0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0156.GEOID18 height accuracy estimate available here.
 FK0156
 FK0156.Click photographs - Photos may exist for this station.
 FK0156
 FK0156.The dynamic height is computed by dividing the NAVD 88
 FK0156.geopotential number by the normal gravity value computed on the
 FK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0156.degrees latitude (g = 980.6199 gals.).
 FK0156
 FK0156.The modeled gravity was interpolated from observed gravity values.
 FK0156
 FK0156;                    North         East    Units  Estimated Accuracy
 FK0156;SPC OK S     -   213,865.5     508,872.6     MT  (+/- 3 meters HH1 GPS) 
 FK0156
 FK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME9987301570(NAD 83)
 FK0156
 FK0156                          SUPERSEDED SURVEY CONTROL
 FK0156
 FK0156  NGVD 29 (??/??/92)  466.358  (m)         1530.04   (f) ADJ UNCH    2 0
 FK0156
 FK0156.Superseded values are not recommended for survey control.
 FK0156
 FK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0156.See file dsdata.pdf to determine how the superseded data were derived.
 FK0156
 FK0156_MARKER: DB = BENCH MARK DISK
 FK0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0156_SP_SET: BRIDGE
 FK0156_STAMPING: P 28 1934
 FK0156_MARK LOGO: CGS
 FK0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0156
 FK0156  HISTORY     - Date     Condition        Report By
 FK0156  HISTORY     - 1934     MONUMENTED       CGS
 FK0156  HISTORY     - 1937     GOOD             CGS
 FK0156
 FK0156                          STATION DESCRIPTION
 FK0156
 FK0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0156'2.6 MI S FROM CORDELL.
 FK0156'2.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0156'THE STATION AT CORDELL, ABOUT 1/4 MILE NORTHEAST OF A FARMHOUSE,
 FK0156'75 FEET EAST OF THE TRACK, AND IN THE SOUTHWEST CORNER OF A
 FK0156'CONCRETE BRIDGE ON STATE HIGHWAY 14, LEVEL WITH THE PAVEMENT
 FK0156'AND THE TRACK.  A STANDARD DISK, STAMPED P 28 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0218 ***********************************************************************
 EM0218  DESIGNATION -  P 29
 EM0218  PID         -  EM0218
 EM0218  STATE/COUNTY-  OK/KIOWA
 EM0218  COUNTRY     -  US
 EM0218  USGS QUAD   -  ROOSEVELT (2018)
 EM0218
 EM0218                         *CURRENT SURVEY CONTROL
 EM0218  ______________________________________________________________________
 EM0218* NAD 83(1986) POSITION- 34 47 42.     (N) 099 00 24.     (W)   SCALED
 EM0218* NAVD 88 ORTHO HEIGHT -   428.507 (meters)     1405.86  (feet) ADJUSTED
 EM0218  ______________________________________________________________________
 EM0218  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 EM0218  DYNAMIC HEIGHT  -        428.082 (meters)     1404.47  (feet) COMP
 EM0218  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 EM0218
 EM0218  VERT ORDER      -  SECOND    CLASS 0
 EM0218
 EM0218.The horizontal coordinates were scaled from a map and have
 EM0218.an estimated accuracy of +/- 6 seconds.
 EM0218
 EM0218.The orthometric height was determined by differential leveling and
 EM0218.adjusted by the NATIONAL GEODETIC SURVEY
 EM0218.in June 1991.
 EM0218
 EM0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0218.GEOID18 height accuracy estimate available here.
 EM0218
 EM0218.Click photographs - Photos may exist for this station.
 EM0218
 EM0218.The dynamic height is computed by dividing the NAVD 88
 EM0218.geopotential number by the normal gravity value computed on the
 EM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0218.degrees latitude (g = 980.6199 gals.).
 EM0218
 EM0218.The modeled gravity was interpolated from observed gravity values.
 EM0218
 EM0218;                    North         East    Units  Estimated Accuracy
 EM0218;SPC OK S     -   162,590.      507,880.      MT  (+/- 180 meters Scaled)
 EM0218
 EM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD993503(NAD 83)
 EM0218
 EM0218                          SUPERSEDED SURVEY CONTROL
 EM0218
 EM0218  NGVD 29 (??/??/92)  428.360  (m)         1405.38   (f) ADJ UNCH    2 0
 EM0218
 EM0218.Superseded values are not recommended for survey control.
 EM0218
 EM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0218.See file dsdata.pdf to determine how the superseded data were derived.
 EM0218
 EM0218_MARKER: DB = BENCH MARK DISK
 EM0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0218_SP_SET: BRIDGE
 EM0218_STAMPING: P 29 1934
 EM0218_MARK LOGO: CGS
 EM0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0218
 EM0218  HISTORY     - Date     Condition        Report By
 EM0218  HISTORY     - 1934     MONUMENTED       CGS
 EM0218  HISTORY     - 1960     GOOD             CGS
 EM0218  HISTORY     - 1963     GOOD             CGS
 EM0218
 EM0218                          STATION DESCRIPTION
 EM0218
 EM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EM0218'IN COLD SPRINGS.
 EM0218'AT COLD SPRINGS, ABOUT 800 FEET EAST OF THE ST. LOUIS-SAN FRANCISCO
 EM0218'RAILWAY STATION, 7 BLOCKS WEST OF THE POST OFFICE, AT THE EAST END OF
 EM0218'A BRIDGE, AND IN THE TOP OF THE NORTH CONCRETE ABUTMENT.  A STANDARD
 EM0218'DISK, STAMPED P 29 1934.
 EM0218
 EM0218                          STATION RECOVERY (1963)
 EM0218
 EM0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0184 ***********************************************************************
 EM0184  DESIGNATION -  P 30
 EM0184  PID         -  EM0184
 EM0184  STATE/COUNTY-  OK/GREER
 EM0184  COUNTRY     -  US
 EM0184  USGS QUAD   -  GRANITE (2018)
 EM0184
 EM0184                         *CURRENT SURVEY CONTROL
 EM0184  ______________________________________________________________________
 EM0184* NAD 83(1986) POSITION- 34 55 35.     (N) 099 26 41.     (W)   SCALED
 EM0184* NAVD 88 ORTHO HEIGHT -   469.472 (meters)     1540.26  (feet) ADJUSTED
 EM0184  ______________________________________________________________________
 EM0184  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 EM0184  DYNAMIC HEIGHT  -        468.998 (meters)     1538.70  (feet) COMP
 EM0184  MODELED GRAVITY -    979,610.0   (mgal)                       NAVD 88
 EM0184
 EM0184  VERT ORDER      -  SECOND    CLASS 0
 EM0184
 EM0184.The horizontal coordinates were scaled from a map and have
 EM0184.an estimated accuracy of +/- 6 seconds.
 EM0184
 EM0184.The orthometric height was determined by differential leveling and
 EM0184.adjusted by the NATIONAL GEODETIC SURVEY
 EM0184.in June 1991.
 EM0184
 EM0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0184.GEOID18 height accuracy estimate available here.
 EM0184
 EM0184.Click photographs - Photos may exist for this station.
 EM0184
 EM0184.The dynamic height is computed by dividing the NAVD 88
 EM0184.geopotential number by the normal gravity value computed on the
 EM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0184.degrees latitude (g = 980.6199 gals.).
 EM0184
 EM0184.The modeled gravity was interpolated from observed gravity values.
 EM0184
 EM0184;                    North         East    Units  Estimated Accuracy
 EM0184;SPC OK S     -   177,650.      468,010.      MT  (+/- 180 meters Scaled)
 EM0184
 EM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD593649(NAD 83)
 EM0184
 EM0184                          SUPERSEDED SURVEY CONTROL
 EM0184
 EM0184  NGVD 29 (??/??/92)  469.297  (m)         1539.69   (f) ADJ UNCH    2 0
 EM0184
 EM0184.Superseded values are not recommended for survey control.
 EM0184
 EM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0184.See file dsdata.pdf to determine how the superseded data were derived.
 EM0184
 EM0184_MARKER: DB = BENCH MARK DISK
 EM0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0184_SP_SET: BRIDGE ABUTMENT
 EM0184_STAMPING: P 30 1934
 EM0184_MARK LOGO: CGS
 EM0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0184
 EM0184  HISTORY     - Date     Condition        Report By
 EM0184  HISTORY     - 1934     MONUMENTED       CGS
 EM0184  HISTORY     - 1963     GOOD             CGS
 EM0184
 EM0184                          STATION DESCRIPTION
 EM0184
 EM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0184'4.3 MI W FROM GRANITE.
 EM0184'4 MILES WEST OF GRANITE ON C.R.I. AND P. RAILROAD.  AT RIVER BRIDGE
 EM0184'NUMBER 926.  1/4 MILE WEST OF RAILROAD CROSSING.  MARK IN EAST END OF
 EM0184'BRIDGE IN SOUTH END OF EAST PIER.  5 FEET BELOW TRACK.
 EM0184
 EM0184                          STATION RECOVERY (1963)
 EM0184
 EM0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0075 ***********************************************************************
 FK0075  DESIGNATION -  P 31
 FK0075  PID         -  FK0075
 FK0075  STATE/COUNTY-  OK/CADDO
 FK0075  COUNTRY     -  US
 FK0075  USGS QUAD   -  FORT COBB (2018)
 FK0075
 FK0075                         *CURRENT SURVEY CONTROL
 FK0075  ______________________________________________________________________
 FK0075* NAD 83(1986) POSITION- 35 05 42.     (N) 098 26 32.     (W)   SCALED
 FK0075* NAVD 88 ORTHO HEIGHT -   384.035 (meters)     1259.95  (feet) ADJUSTED
 FK0075  ______________________________________________________________________
 FK0075  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 FK0075  DYNAMIC HEIGHT  -        383.638 (meters)     1258.65  (feet) COMP
 FK0075  MODELED GRAVITY -    979,589.9   (mgal)                       NAVD 88
 FK0075
 FK0075  VERT ORDER      -  SECOND    CLASS 0
 FK0075
 FK0075.The horizontal coordinates were scaled from a map and have
 FK0075.an estimated accuracy of +/- 6 seconds.
 FK0075
 FK0075.The orthometric height was determined by differential leveling and
 FK0075.adjusted by the NATIONAL GEODETIC SURVEY
 FK0075.in June 1991.
 FK0075
 FK0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0075.GEOID18 height accuracy estimate available here.
 FK0075
 FK0075.Click photographs - Photos may exist for this station.
 FK0075
 FK0075.The dynamic height is computed by dividing the NAVD 88
 FK0075.geopotential number by the normal gravity value computed on the
 FK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0075.degrees latitude (g = 980.6199 gals.).
 FK0075
 FK0075.The modeled gravity was interpolated from observed gravity values.
 FK0075
 FK0075;                    North         East    Units  Estimated Accuracy
 FK0075;SPC OK S     -   195,500.      559,680.      MT  (+/- 180 meters Scaled)
 FK0075
 FK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND508837(NAD 83)
 FK0075
 FK0075                          SUPERSEDED SURVEY CONTROL
 FK0075
 FK0075  NGVD 29 (??/??/92)  383.882  (m)         1259.45   (f) ADJ UNCH    2 0
 FK0075
 FK0075.Superseded values are not recommended for survey control.
 FK0075
 FK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0075.See file dsdata.pdf to determine how the superseded data were derived.
 FK0075
 FK0075_MARKER: DB = BENCH MARK DISK
 FK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0075_STAMPING: P 31 1934
 FK0075_MARK LOGO: CGS
 FK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0075+STABILITY: SURFACE MOTION
 FK0075
 FK0075  HISTORY     - Date     Condition        Report By
 FK0075  HISTORY     - 1934     MONUMENTED       CGS
 FK0075  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0075  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0075
 FK0075                          STATION DESCRIPTION
 FK0075
 FK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0075'0.3 MI W FROM FORT COBB.
 FK0075'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0075'FROM THE STATION AT FORT COBB, CADDO COUNTY, AT A ROAD CROSSING,
 FK0075'40 FEET SOUTH OF THE TRACK, 30 FEET EAST OF THE ROAD, AND IN
 FK0075'THE FENCE LINE.  A STANDARD DISK, STAMPED P 31 1934 AND SET
 FK0075'IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED NO
 FK0075'EVIDENCE WAS FOUND OF THE MONUMENT.  THE GROUND IS IN CULTIVATION
 FK0075'AT THE PRESENT TIME.
 FK0075
 FK0075                          STATION RECOVERY (1976)
 FK0075
 FK0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0316 ***********************************************************************
 GJ0316  DESIGNATION -  P 32
 GJ0316  PID         -  GJ0316
 GJ0316  STATE/COUNTY-  OK/ELLIS
 GJ0316  COUNTRY     -  US
 GJ0316  USGS QUAD   -  FARGO SW (2018)
 GJ0316
 GJ0316                         *CURRENT SURVEY CONTROL
 GJ0316  ______________________________________________________________________
 GJ0316* NAD 83(1986) POSITION- 36 20 40.     (N) 099 41 54.     (W)   SCALED
 GJ0316* NAVD 88 ORTHO HEIGHT -   645.409 (meters)     2117.48  (feet) ADJUSTED
 GJ0316  ______________________________________________________________________
 GJ0316  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 GJ0316  DYNAMIC HEIGHT  -        644.768 (meters)     2115.38  (feet) COMP
 GJ0316  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 GJ0316
 GJ0316  VERT ORDER      -  FIRST     CLASS II
 GJ0316
 GJ0316.The horizontal coordinates were scaled from a map and have
 GJ0316.an estimated accuracy of +/- 6 seconds.
 GJ0316
 GJ0316.The orthometric height was determined by differential leveling and
 GJ0316.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0316.in June 1991.
 GJ0316
 GJ0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0316.GEOID18 height accuracy estimate available here.
 GJ0316
 GJ0316.Click photographs - Photos may exist for this station.
 GJ0316
 GJ0316.The dynamic height is computed by dividing the NAVD 88
 GJ0316.geopotential number by the normal gravity value computed on the
 GJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0316.degrees latitude (g = 980.6199 gals.).
 GJ0316
 GJ0316.The modeled gravity was interpolated from observed gravity values.
 GJ0316
 GJ0316;                    North         East    Units  Estimated Accuracy
 GJ0316;SPC OK N     -   150,500.      447,560.      MT  (+/- 180 meters Scaled)
 GJ0316
 GJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF373223(NAD 83)
 GJ0316
 GJ0316                          SUPERSEDED SURVEY CONTROL
 GJ0316
 GJ0316  NGVD 29 (??/??/92)  645.128  (m)         2116.56   (f) ADJ UNCH    1 2
 GJ0316
 GJ0316.Superseded values are not recommended for survey control.
 GJ0316
 GJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0316.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0316
 GJ0316_MARKER: DB = BENCH MARK DISK
 GJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0316_STAMPING: P 32 1934
 GJ0316_MARK LOGO: CGS
 GJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0316+STABILITY: SURFACE MOTION
 GJ0316
 GJ0316  HISTORY     - Date     Condition        Report By
 GJ0316  HISTORY     - 1934     MONUMENTED       CGS
 GJ0316
 GJ0316                          STATION DESCRIPTION
 GJ0316
 GJ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0316'4.8 MI SW FROM FARGO.
 GJ0316'4.8 MILES SOUTHWEST OF A T AND SF DEPOT, AT FARGO 332 FEET WEST OF
 GJ0316'MILE POST 403.  41 FEET SOUTH OF CENTERLINE OF ATCHISON TOPEKA
 GJ0316'AND SANTA FE RAILROAD.  9 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY
 GJ0316'FENCE LINE.  2 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0250 ***********************************************************************
 GJ0250  DESIGNATION -  P 33
 GJ0250  PID         -  GJ0250
 GJ0250  STATE/COUNTY-  OK/DEWEY
 GJ0250  COUNTRY     -  US
 GJ0250  USGS QUAD   -  VICI (2018)
 GJ0250
 GJ0250                         *CURRENT SURVEY CONTROL
 GJ0250  ______________________________________________________________________
 GJ0250* NAD 83(1986) POSITION- 36 08 44.76   (N) 099 17 12.81   (W)   HD_HELD1
 GJ0250* NAVD 88 ORTHO HEIGHT -   687.091 (meters)     2254.23  (feet) ADJUSTED
 GJ0250  ______________________________________________________________________
 GJ0250  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 GJ0250  DYNAMIC HEIGHT  -        686.408 (meters)     2251.99  (feet) COMP
 GJ0250  MODELED GRAVITY -    979,615.9   (mgal)                       NAVD 88
 GJ0250
 GJ0250  VERT ORDER      -  SECOND    CLASS 0
 GJ0250
 GJ0250.The horizontal coordinates were determined by differentially corrected
 GJ0250.hand held GPS observations or other comparable positioning techniques
 GJ0250.and have an estimated accuracy of +/- 3 meters.
 GJ0250
 GJ0250.The orthometric height was determined by differential leveling and
 GJ0250.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0250.in June 1991.
 GJ0250
 GJ0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0250.GEOID18 height accuracy estimate available here.
 GJ0250
 GJ0250.Click photographs - Photos may exist for this station.
 GJ0250
 GJ0250.The dynamic height is computed by dividing the NAVD 88
 GJ0250.geopotential number by the normal gravity value computed on the
 GJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0250.degrees latitude (g = 980.6199 gals.).
 GJ0250
 GJ0250.The modeled gravity was interpolated from observed gravity values.
 GJ0250
 GJ0250;                    North         East    Units  Estimated Accuracy
 GJ0250;SPC OK N     -   127,893.6     484,192.7     MT  (+/- 3 meters HH1 GPS) 
 GJ0250
 GJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7419000154(NAD 83)
 GJ0250
 GJ0250                          SUPERSEDED SURVEY CONTROL
 GJ0250
 GJ0250  NGVD 29 (??/??/92)  686.825  (m)         2253.36   (f) ADJ UNCH    2 0
 GJ0250
 GJ0250.Superseded values are not recommended for survey control.
 GJ0250
 GJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0250.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0250
 GJ0250_MARKER: DB = BENCH MARK DISK
 GJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0250_STAMPING: P 33 1934
 GJ0250_MARK LOGO: CGS
 GJ0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0250+STABILITY: SURFACE MOTION
 GJ0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GJ0250+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1997
 GJ0250
 GJ0250  HISTORY     - Date     Condition        Report By
 GJ0250  HISTORY     - 1934     MONUMENTED       CGS
 GJ0250  HISTORY     - 1934     GOOD             CGS
 GJ0250  HISTORY     - 19970328 GOOD             NGS
 GJ0250
 GJ0250                          STATION DESCRIPTION
 GJ0250
 GJ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0250'0.7 MI SE FROM VICI.
 GJ0250'0.7 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GJ0250'FROM THE STATION AT VICI, DEWEY COUNTY, 12 FEET NORTH OF THE THIRD
 GJ0250'POLE SOUTHEAST OF MILEPOST 195, 725 FEET NORTHWEST OF THE CROSSING
 GJ0250'OF U.S. HIGHWAY 60, 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 GJ0250'TRACK, AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.
 GJ0250'A STANDARD DISK, STAMPED P 33 1934 AND SET IN THE TOP OF A CONCRETE
 GJ0250'POST.
 GJ0250
 GJ0250                          STATION RECOVERY (1997)
 GJ0250
 GJ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GJ0250'0.6 KM (0.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 GJ0250'IN VICI, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG WELLS STREET, THENCE
 GJ0250'0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A PAVED ROAD, 40.9 M (134.2 FT)
 GJ0250'NORTHEAST OF THE ROAD CENTER, 30.6 M (100.4 FT) NORTHEAST OF A WITNESS
 GJ0250'POST AND FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 GJ0250'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0100 ***********************************************************************
 GJ0100  DESIGNATION -  P 34
 GJ0100  PID         -  GJ0100
 GJ0100  STATE/COUNTY-  OK/DEWEY
 GJ0100  COUNTRY     -  US
 GJ0100  USGS QUAD   -  CANTON SW (2018)
 GJ0100
 GJ0100                         *CURRENT SURVEY CONTROL
 GJ0100  ______________________________________________________________________
 GJ0100* NAD 83(1986) POSITION- 36 06 56.     (N) 098 44 34.     (W)   SCALED
 GJ0100* NAVD 88 ORTHO HEIGHT -   524.659 (meters)     1721.32  (feet) ADJUSTED
 GJ0100  ______________________________________________________________________
 GJ0100  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 GJ0100  DYNAMIC HEIGHT  -        524.160 (meters)     1719.68  (feet) COMP
 GJ0100  MODELED GRAVITY -    979,664.7   (mgal)                       NAVD 88
 GJ0100
 GJ0100  VERT ORDER      -  SECOND    CLASS 0
 GJ0100
 GJ0100.The horizontal coordinates were scaled from a map and have
 GJ0100.an estimated accuracy of +/- 6 seconds.
 GJ0100
 GJ0100.The orthometric height was determined by differential leveling and
 GJ0100.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0100.in June 1991.
 GJ0100
 GJ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0100.GEOID18 height accuracy estimate available here.
 GJ0100
 GJ0100.Click photographs - Photos may exist for this station.
 GJ0100
 GJ0100.The dynamic height is computed by dividing the NAVD 88
 GJ0100.geopotential number by the normal gravity value computed on the
 GJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0100.degrees latitude (g = 980.6199 gals.).
 GJ0100
 GJ0100.The modeled gravity was interpolated from observed gravity values.
 GJ0100
 GJ0100;                    North         East    Units  Estimated Accuracy
 GJ0100;SPC OK N     -   124,030.      533,130.      MT  (+/- 180 meters Scaled)
 GJ0100
 GJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE231967(NAD 83)
 GJ0100
 GJ0100                          SUPERSEDED SURVEY CONTROL
 GJ0100
 GJ0100  NGVD 29 (??/??/92)  524.447  (m)         1720.62   (f) ADJ UNCH    2 0
 GJ0100
 GJ0100.Superseded values are not recommended for survey control.
 GJ0100
 GJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0100.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0100
 GJ0100_MARKER: DB = BENCH MARK DISK
 GJ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0100_STAMPING: P 34 1934
 GJ0100_MARK LOGO: CGS
 GJ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0100+STABILITY: SURFACE MOTION
 GJ0100
 GJ0100  HISTORY     - Date     Condition        Report By
 GJ0100  HISTORY     - 1934     MONUMENTED       CGS
 GJ0100
 GJ0100                          STATION DESCRIPTION
 GJ0100
 GJ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0100'11.7 MI E FROM SEILING.
 GJ0100'11.7 MILES EAST OF JUNCTION U.S. HIGHWAY 60 AND STATE 35 ABOUT
 GJ0100'1450 FEET SOUTHEAST OF LARGE TWO STORY WHITE FARM HOUSE.  36
 GJ0100'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35.  30 FEET EAST
 GJ0100'OF NORTH AND SOUTH SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0065 ***********************************************************************
 GJ0065  DESIGNATION -  P 35
 GJ0065  PID         -  GJ0065
 GJ0065  STATE/COUNTY-  OK/GARFIELD
 GJ0065  COUNTRY     -  US
 GJ0065  USGS QUAD   -  DRUMMOND (2018)
 GJ0065
 GJ0065                         *CURRENT SURVEY CONTROL
 GJ0065  ______________________________________________________________________
 GJ0065* NAD 83(1986) POSITION- 36 16 53.     (N) 098 04 40.     (W)   SCALED
 GJ0065* NAVD 88 ORTHO HEIGHT -   366.464 (meters)     1202.31  (feet) ADJUSTED
 GJ0065  ______________________________________________________________________
 GJ0065  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 GJ0065  DYNAMIC HEIGHT  -        366.138 (meters)     1201.24  (feet) COMP
 GJ0065  MODELED GRAVITY -    979,731.3   (mgal)                       NAVD 88
 GJ0065
 GJ0065  VERT ORDER      -  SECOND    CLASS 0
 GJ0065
 GJ0065.The horizontal coordinates were scaled from a map and have
 GJ0065.an estimated accuracy of +/- 6 seconds.
 GJ0065
 GJ0065.The orthometric height was determined by differential leveling and
 GJ0065.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0065.in June 1991.
 GJ0065
 GJ0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0065.GEOID18 height accuracy estimate available here.
 GJ0065
 GJ0065.Click photographs - Photos may exist for this station.
 GJ0065
 GJ0065.The dynamic height is computed by dividing the NAVD 88
 GJ0065.geopotential number by the normal gravity value computed on the
 GJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0065.degrees latitude (g = 980.6199 gals.).
 GJ0065
 GJ0065.The modeled gravity was interpolated from observed gravity values.
 GJ0065
 GJ0065;                    North         East    Units  Estimated Accuracy
 GJ0065;SPC OK N     -   142,180.      593,010.      MT  (+/- 180 meters Scaled)
 GJ0065
 GJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF828155(NAD 83)
 GJ0065
 GJ0065                          SUPERSEDED SURVEY CONTROL
 GJ0065
 GJ0065  NGVD 29 (??/??/92)  366.313  (m)         1201.81   (f) ADJ UNCH    2 0
 GJ0065
 GJ0065.Superseded values are not recommended for survey control.
 GJ0065
 GJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0065.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0065
 GJ0065_MARKER: DB = BENCH MARK DISK
 GJ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0065_STAMPING: P 35 1934
 GJ0065_MARK LOGO: CGS
 GJ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0065+STABILITY: SURFACE MOTION
 GJ0065
 GJ0065  HISTORY     - Date     Condition        Report By
 GJ0065  HISTORY     - 1934     MONUMENTED       CGS
 GJ0065
 GJ0065                          STATION DESCRIPTION
 GJ0065
 GJ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0065'15 MI SW FROM ENID.
 GJ0065'15.0 MILES SOUTHWEST OF THE POST OFFICE.  AT ENID 140 FEET WEST
 GJ0065'OF MILE POST 600.  40 FEET SOUTH OF THE CENTERLINE OF ST. LOUIS
 GJ0065'AND SAN FRANCISCO RAILROAD.  10 FEET NORTH OF THE RAILROAD
 GJ0065'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0175 ***********************************************************************
 EM0175  DESIGNATION -  P 36
 EM0175  PID         -  EM0175
 EM0175  STATE/COUNTY-  OK/TILLMAN
 EM0175  COUNTRY     -  US
 EM0175  USGS QUAD   -  MANITOU (2018)
 EM0175
 EM0175                         *CURRENT SURVEY CONTROL
 EM0175  ______________________________________________________________________
 EM0175* NAD 83(1986) POSITION- 34 32 52.     (N) 098 58 18.     (W)   SCALED
 EM0175* NAVD 88 ORTHO HEIGHT -   393.253 (meters)     1290.20  (feet) ADJUSTED
 EM0175  ______________________________________________________________________
 EM0175  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 EM0175  DYNAMIC HEIGHT  -        392.854 (meters)     1288.89  (feet) COMP
 EM0175  MODELED GRAVITY -    979,607.4   (mgal)                       NAVD 88
 EM0175
 EM0175  VERT ORDER      -  SECOND    CLASS 0
 EM0175
 EM0175.The horizontal coordinates were scaled from a map and have
 EM0175.an estimated accuracy of +/- 6 seconds.
 EM0175
 EM0175.The orthometric height was determined by differential leveling and
 EM0175.adjusted by the NATIONAL GEODETIC SURVEY
 EM0175.in June 1991.
 EM0175
 EM0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0175.GEOID18 height accuracy estimate available here.
 EM0175
 EM0175.Click photographs - Photos may exist for this station.
 EM0175
 EM0175.The dynamic height is computed by dividing the NAVD 88
 EM0175.geopotential number by the normal gravity value computed on the
 EM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0175.degrees latitude (g = 980.6199 gals.).
 EM0175
 EM0175.The modeled gravity was interpolated from observed gravity values.
 EM0175
 EM0175;                    North         East    Units  Estimated Accuracy
 EM0175;SPC OK S     -   135,140.      510,820.      MT  (+/- 180 meters Scaled)
 EM0175
 EM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND025228(NAD 83)
 EM0175
 EM0175                          SUPERSEDED SURVEY CONTROL
 EM0175
 EM0175  NGVD 29 (??/??/92)  393.134  (m)         1289.81   (f) ADJ UNCH    2 0
 EM0175
 EM0175.Superseded values are not recommended for survey control.
 EM0175
 EM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0175.See file dsdata.pdf to determine how the superseded data were derived.
 EM0175
 EM0175_MARKER: DB = BENCH MARK DISK
 EM0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0175_SP_SET: BRIDGE
 EM0175_STAMPING: P 36 1934
 EM0175_MARK LOGO: CGS
 EM0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0175
 EM0175  HISTORY     - Date     Condition        Report By
 EM0175  HISTORY     - 1934     MONUMENTED       CGS
 EM0175  HISTORY     - 1961     GOOD             CGS
 EM0175
 EM0175                          STATION DESCRIPTION
 EM0175
 EM0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0175'2.9 MI N FROM MANITOU.
 EM0175'2.9 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0175'STATION AT MANITOU, ABOUT 1/2 MILE SOUTHWEST OF A FARMHOUSE AND A
 EM0175'POWER LINE, ABOUT 500 FEET SOUTH OF MILEPOST 752, 75 FEET DIRECTLY
 EM0175'EAST OF A WOODEN RAILROAD TRESTLE, 25 FEET WEST OF THE CENTERLINE OF
 EM0175'STATE HIGHWAY 14, AND IN THE TOP OF THE NORTHWEST WING OF A CONCRETE
 EM0175'HIGHWAY BRIDGE, LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 36
 EM0175'1934.
 EM0175
 EM0175                          STATION RECOVERY (1961)
 EM0175
 EM0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0146 ***********************************************************************
 EM0146  DESIGNATION -  P 37
 EM0146  PID         -  EM0146
 EM0146  STATE/COUNTY-  OK/COMANCHE
 EM0146  COUNTRY     -  US
 EM0146  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0146
 EM0146                         *CURRENT SURVEY CONTROL
 EM0146  ______________________________________________________________________
 EM0146* NAD 83(1986) POSITION- 34 38 03.     (N) 098 38 35.     (W)   SCALED
 EM0146* NAVD 88 ORTHO HEIGHT -   380.939 (meters)     1249.80  (feet) ADJUSTED
 EM0146  ______________________________________________________________________
 EM0146  GEOID HEIGHT    -        -25.643 (meters)                     GEOID18
 EM0146  DYNAMIC HEIGHT  -        380.555 (meters)     1248.54  (feet) COMP
 EM0146  MODELED GRAVITY -    979,617.2   (mgal)                       NAVD 88
 EM0146
 EM0146  VERT ORDER      -  SECOND    CLASS 0
 EM0146
 EM0146.The horizontal coordinates were scaled from a map and have
 EM0146.an estimated accuracy of +/- 6 seconds.
 EM0146
 EM0146.The orthometric height was determined by differential leveling and
 EM0146.adjusted by the NATIONAL GEODETIC SURVEY
 EM0146.in June 1991.
 EM0146
 EM0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0146.GEOID18 height accuracy estimate available here.
 EM0146
 EM0146.Click photographs - Photos may exist for this station.
 EM0146
 EM0146.The dynamic height is computed by dividing the NAVD 88
 EM0146.geopotential number by the normal gravity value computed on the
 EM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0146.degrees latitude (g = 980.6199 gals.).
 EM0146
 EM0146.The modeled gravity was interpolated from observed gravity values.
 EM0146
 EM0146;                    North         East    Units  Estimated Accuracy
 EM0146;SPC OK S     -   144,480.      541,040.      MT  (+/- 180 meters Scaled)
 EM0146
 EM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND327325(NAD 83)
 EM0146
 EM0146                          SUPERSEDED SURVEY CONTROL
 EM0146
 EM0146  NGVD 29 (??/??/92)  380.815  (m)         1249.39   (f) ADJ UNCH    2 0
 EM0146
 EM0146.Superseded values are not recommended for survey control.
 EM0146
 EM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0146.See file dsdata.pdf to determine how the superseded data were derived.
 EM0146
 EM0146_MARKER: DB = BENCH MARK DISK
 EM0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0146_SP_SET: PIER
 EM0146_STAMPING: P 37 1934
 EM0146_MARK LOGO: CGS
 EM0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0146
 EM0146  HISTORY     - Date     Condition        Report By
 EM0146  HISTORY     - 1934     MONUMENTED       CGS
 EM0146  HISTORY     - 1963     GOOD             CGS
 EM0146  HISTORY     - 1983     GOOD             LOCSUR
 EM0146
 EM0146                          STATION DESCRIPTION
 EM0146
 EM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0146'7.5 MI E FROM INDIAHOMA.
 EM0146'7.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0146'STATION AT INDIAHOMA, COMANCHE COUNTY, 1/2 MILE WEST OF CACHE, AT
 EM0146'MILEAGE 644.7, AT THE BRIDGE OVER CACHE CREEK, AND IN THE TOP OF THE
 EM0146'SOUTHEAST END OF THE EAST CONCRETE PIER.  A STANDARD DISK, STAMPED P
 EM0146'37 1934.
 EM0146
 EM0146                          STATION RECOVERY (1983)
 EM0146
 EM0146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 EM0146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0154 ***********************************************************************
 EL0154  DESIGNATION -  P 38
 EL0154  PID         -  EL0154
 EL0154  STATE/COUNTY-  OK/STEPHENS
 EL0154  COUNTRY     -  US
 EL0154  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0154
 EL0154                         *CURRENT SURVEY CONTROL
 EL0154  ______________________________________________________________________
 EL0154* NAD 83(1986) POSITION- 34 35 38.     (N) 097 58 04.     (W)   SCALED
 EL0154* NAVD 88 ORTHO HEIGHT -   394.409 (meters)     1293.99  (feet) ADJUSTED
 EL0154  ______________________________________________________________________
 EL0154  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 EL0154  DYNAMIC HEIGHT  -        393.997 (meters)     1292.64  (feet) COMP
 EL0154  MODELED GRAVITY -    979,578.3   (mgal)                       NAVD 88
 EL0154
 EL0154  VERT ORDER      -  SECOND    CLASS 0
 EL0154
 EL0154.The horizontal coordinates were scaled from a map and have
 EL0154.an estimated accuracy of +/- 6 seconds.
 EL0154
 EL0154.The orthometric height was determined by differential leveling and
 EL0154.adjusted by the NATIONAL GEODETIC SURVEY
 EL0154.in June 1991.
 EL0154
 EL0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0154.GEOID18 height accuracy estimate available here.
 EL0154
 EL0154.Click photographs - Photos may exist for this station.
 EL0154
 EL0154.The dynamic height is computed by dividing the NAVD 88
 EL0154.geopotential number by the normal gravity value computed on the
 EL0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0154.degrees latitude (g = 980.6199 gals.).
 EL0154
 EL0154.The modeled gravity was interpolated from observed gravity values.
 EL0154
 EL0154;                    North         East    Units  Estimated Accuracy
 EL0154;SPC OK S     -   139,830.      602,960.      MT  (+/- 180 meters Scaled)
 EL0154
 EL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND946284(NAD 83)
 EL0154
 EL0154                          SUPERSEDED SURVEY CONTROL
 EL0154
 EL0154  NGVD 29 (??/??/92)  394.294  (m)         1293.61   (f) ADJ UNCH    2 0
 EL0154
 EL0154.Superseded values are not recommended for survey control.
 EL0154
 EL0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0154.See file dsdata.pdf to determine how the superseded data were derived.
 EL0154
 EL0154_MARKER: DB = BENCH MARK DISK
 EL0154_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0154_STAMPING: P 38 1934
 EL0154_MARK LOGO: CGS
 EL0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0154
 EL0154  HISTORY     - Date     Condition        Report By
 EL0154  HISTORY     - 1934     MONUMENTED       CGS
 EL0154  HISTORY     - 1963     MARK NOT FOUND   CGS
 EL0154
 EL0154                          STATION DESCRIPTION
 EL0154
 EL0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EL0154'4.4 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE FIRST NATIONAL
 EL0154'BANK AT MARLOW, STEPHENS COUNTY, AT THE JUNCTION WITH STATE
 EL0154'HIGHWAY 29, AT THE SOUTH SIDE OF STATE HIGHWAY 29, AND IN THE
 EL0154'TOP OF A TRIANGULAR SHAPED MILEPOST.  A STANDARD DISK, STAMPED
 EL0154'P 38 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0429 ***********************************************************************
 EL0429  DESIGNATION -  P 39
 EL0429  PID         -  EL0429
 EL0429  STATE/COUNTY-  OK/CARTER
 EL0429  COUNTRY     -  US
 EL0429  USGS QUAD   -  GENE AUTRY (2018)
 EL0429
 EL0429                         *CURRENT SURVEY CONTROL
 EL0429  ______________________________________________________________________
 EL0429* NAD 83(1986) POSITION- 34 17 07.     (N) 097 02 17.     (W)   SCALED
 EL0429* NAVD 88 ORTHO HEIGHT -   221.859 (meters)      727.88  (feet) ADJUSTED
 EL0429  ______________________________________________________________________
 EL0429  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 EL0429  DYNAMIC HEIGHT  -        221.633 (meters)      727.14  (feet) COMP
 EL0429  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 EL0429
 EL0429  VERT ORDER      -  SECOND    CLASS 0
 EL0429
 EL0429.The horizontal coordinates were scaled from a map and have
 EL0429.an estimated accuracy of +/- 6 seconds.
 EL0429
 EL0429.The orthometric height was determined by differential leveling and
 EL0429.adjusted by the NATIONAL GEODETIC SURVEY
 EL0429.in June 1991.
 EL0429
 EL0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0429.GEOID18 height accuracy estimate available here.
 EL0429
 EL0429.Click photographs - Photos may exist for this station.
 EL0429
 EL0429.The dynamic height is computed by dividing the NAVD 88
 EL0429.geopotential number by the normal gravity value computed on the
 EL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0429.degrees latitude (g = 980.6199 gals.).
 EL0429
 EL0429.The modeled gravity was interpolated from observed gravity values.
 EL0429
 EL0429;                    North         East    Units  Estimated Accuracy
 EL0429;SPC OK S     -   106,020.      688,570.      MT  (+/- 180 meters Scaled)
 EL0429
 EL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC805955(NAD 83)
 EL0429
 EL0429                          SUPERSEDED SURVEY CONTROL
 EL0429
 EL0429  NGVD 29 (??/??/92)  221.810  (m)          727.72   (f) ADJ UNCH    2 0
 EL0429
 EL0429.Superseded values are not recommended for survey control.
 EL0429
 EL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0429.See file dsdata.pdf to determine how the superseded data were derived.
 EL0429
 EL0429_MARKER: DB = BENCH MARK DISK
 EL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0429_STAMPING: P 39 1934
 EL0429_MARK LOGO: CGS
 EL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0429+STABILITY: SURFACE MOTION
 EL0429
 EL0429  HISTORY     - Date     Condition        Report By
 EL0429  HISTORY     - 1934     MONUMENTED       CGS
 EL0429  HISTORY     - 1953     MARK NOT FOUND   CGS
 EL0429
 EL0429                          STATION DESCRIPTION
 EL0429
 EL0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0429'AT BERWYN.
 EL0429'AT BERWYN, WEST OF THE GULF COLORADO AND SANTA FE RR DEPOT
 EL0429'ON THE WEST SIDE OF THE TRACKS 40 FEET.  20 FEET SOUTH OF AN
 EL0429'OLD STONE BUILDING.  MILE POST 460.
 EL0429
 EL0429                          STATION RECOVERY (1953)
 EL0429
 EL0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 EL0429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0245 ***********************************************************************
 FH0245  DESIGNATION -  P 4
 FH0245  PID         -  FH0245
 FH0245  STATE/COUNTY-  OK/LE FLORE
 FH0245  COUNTRY     -  US
 FH0245  USGS QUAD   -  SPIRO (2018)
 FH0245
 FH0245                         *CURRENT SURVEY CONTROL
 FH0245  ______________________________________________________________________
 FH0245* NAD 83(1986) POSITION- 35 14 27.     (N) 094 35 42.     (W)   SCALED
 FH0245* NAVD 88 ORTHO HEIGHT -   156.303 (meters)      512.80  (feet) ADJUSTED
 FH0245  ______________________________________________________________________
 FH0245  GEOID HEIGHT    -        -30.781 (meters)                     GEOID18
 FH0245  DYNAMIC HEIGHT  -        156.152 (meters)      512.31  (feet) COMP
 FH0245  MODELED GRAVITY -    979,663.6   (mgal)                       NAVD 88
 FH0245
 FH0245  VERT ORDER      -  FIRST     CLASS II
 FH0245
 FH0245.The horizontal coordinates were scaled from a map and have
 FH0245.an estimated accuracy of +/- 6 seconds.
 FH0245
 FH0245.The orthometric height was determined by differential leveling and
 FH0245.adjusted by the NATIONAL GEODETIC SURVEY
 FH0245.in June 1991.
 FH0245
 FH0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0245.GEOID18 height accuracy estimate available here.
 FH0245
 FH0245.Click photographs - Photos may exist for this station.
 FH0245
 FH0245.The dynamic height is computed by dividing the NAVD 88
 FH0245.geopotential number by the normal gravity value computed on the
 FH0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0245.degrees latitude (g = 980.6199 gals.).
 FH0245
 FH0245.The modeled gravity was interpolated from observed gravity values.
 FH0245
 FH0245;                    North         East    Units  Estimated Accuracy
 FH0245;SPC OK S     -   216,820.      909,860.      MT  (+/- 180 meters Scaled)
 FH0245
 FH0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV548009(NAD 83)
 FH0245
 FH0245                          SUPERSEDED SURVEY CONTROL
 FH0245
 FH0245  NGVD 29 (??/??/92)  156.201  (m)          512.47   (f) ADJ UNCH    1 2
 FH0245
 FH0245.Superseded values are not recommended for survey control.
 FH0245
 FH0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0245.See file dsdata.pdf to determine how the superseded data were derived.
 FH0245
 FH0245_MARKER: DB = BENCH MARK DISK
 FH0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0245_STAMPING: 512.469 P 4 1933
 FH0245_MARK LOGO: CGS
 FH0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0245+STABILITY: SURFACE MOTION
 FH0245
 FH0245  HISTORY     - Date     Condition        Report By
 FH0245  HISTORY     - 1933     MONUMENTED       CGS
 FH0245  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0245  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0245
 FH0245                          STATION DESCRIPTION
 FH0245
 FH0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0245'1.8 MI E FROM SPIRO.
 FH0245'1.8 MILES EAST ALONG THE ABANDONED KANSAS CITY SOUTHERN RAILWAY
 FH0245'FROM SPIRO, LE FLORE COUNTY, AT A ROAD CROSSING, 40 FEET NORTH
 FH0245'OF THE OLD ROADBED, 12 FEET EAST OF THE CENTERLINE OF THE ROAD
 FH0245'AND SET IN THE TOP OF A CONCRETE POST.
 FH0245
 FH0245                          STATION RECOVERY (1967)
 FH0245
 FH0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0557 ***********************************************************************
 EL0557  DESIGNATION -  P 41
 EL0557  PID         -  EL0557
 EL0557  STATE/COUNTY-  OK/GRADY
 EL0557  COUNTRY     -  US
 EL0557  USGS QUAD   -  ALEX (2018)
 EL0557
 EL0557                         *CURRENT SURVEY CONTROL
 EL0557  ______________________________________________________________________
 EL0557* NAD 83(1986) POSITION- 34 55 09.56   (N) 097 46 34.55   (W)   HD_HELD1
 EL0557* NAVD 88 ORTHO HEIGHT -   312.842 (meters)     1026.38  (feet) ADJUSTED
 EL0557  ______________________________________________________________________
 EL0557  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 EL0557  DYNAMIC HEIGHT  -        312.536 (meters)     1025.38  (feet) COMP
 EL0557  MODELED GRAVITY -    979,646.5   (mgal)                       NAVD 88
 EL0557
 EL0557  VERT ORDER      -  SECOND    CLASS 0
 EL0557
 EL0557.The horizontal coordinates were determined by differentially corrected
 EL0557.hand held GPS observations or other comparable positioning techniques
 EL0557.and have an estimated accuracy of +/- 3 meters.
 EL0557
 EL0557.The orthometric height was determined by differential leveling and
 EL0557.adjusted by the NATIONAL GEODETIC SURVEY
 EL0557.in June 1991.
 EL0557
 EL0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0557.GEOID18 height accuracy estimate available here.
 EL0557
 EL0557.Click photographs - Photos may exist for this station.
 EL0557
 EL0557.The dynamic height is computed by dividing the NAVD 88
 EL0557.geopotential number by the normal gravity value computed on the
 EL0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0557.degrees latitude (g = 980.6199 gals.).
 EL0557
 EL0557.The modeled gravity was interpolated from observed gravity values.
 EL0557
 EL0557;                    North         East    Units  Estimated Accuracy
 EL0557;SPC OK S     -   175,947.9     620,443.5     MT  (+/- 3 meters HH1 GPS) 
 EL0557
 EL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1178064779(NAD 83)
 EL0557
 EL0557                          SUPERSEDED SURVEY CONTROL
 EL0557
 EL0557  NGVD 29 (??/??/92)  312.752  (m)         1026.09   (f) ADJ UNCH    2 0
 EL0557
 EL0557.Superseded values are not recommended for survey control.
 EL0557
 EL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0557.See file dsdata.pdf to determine how the superseded data were derived.
 EL0557
 EL0557_MARKER: DB = BENCH MARK DISK
 EL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0557_STAMPING: P 41 1934
 EL0557_MARK LOGO: CGS
 EL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0557+STABILITY: SURFACE MOTION
 EL0557
 EL0557  HISTORY     - Date     Condition        Report By
 EL0557  HISTORY     - 1934     MONUMENTED       CGS
 EL0557  HISTORY     - 1964     GOOD             USGS
 EL0557  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 EL0557
 EL0557                          STATION DESCRIPTION
 EL0557
 EL0557'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EL0557'AT ALEX.
 EL0557'AT ALEX, GRADY COUNTY, 90 FEET NORTHEAST OF THE ABANDONED
 EL0557'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION (NOW USED AS A
 EL0557'BARN), ONE FOOT WEST OF A FENCE THAT BORDERS THE EAST SIDE OF THE
 EL0557'BARNYARD.  A STANDARD DISK STAMPED P 41 1934 AND SET IN TOP
 EL0557'OF A CONCRETE POST.
 EL0557
 EL0557                          STATION RECOVERY (2022)
 EL0557
 EL0557'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JBG)
 EL0557'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0311 ***********************************************************************
 EL0311  DESIGNATION -  P 42
 EL0311  PID         -  EL0311
 EL0311  STATE/COUNTY-  OK/GARVIN
 EL0311  COUNTRY     -  US
 EL0311  USGS QUAD   -  MAYSVILLE (2018)
 EL0311
 EL0311                         *CURRENT SURVEY CONTROL
 EL0311  ______________________________________________________________________
 EL0311* NAD 83(1986) POSITION- 34 49 33.     (N) 097 27 26.     (W)   SCALED
 EL0311* NAVD 88 ORTHO HEIGHT -   290.124 (meters)      951.85  (feet) ADJUSTED
 EL0311  ______________________________________________________________________
 EL0311  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 EL0311  DYNAMIC HEIGHT  -        289.840 (meters)      950.92  (feet) COMP
 EL0311  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 EL0311
 EL0311  VERT ORDER      -  SECOND    CLASS 0
 EL0311
 EL0311.The horizontal coordinates were scaled from a map and have
 EL0311.an estimated accuracy of +/- 6 seconds.
 EL0311
 EL0311.The orthometric height was determined by differential leveling and
 EL0311.adjusted by the NATIONAL GEODETIC SURVEY
 EL0311.in June 1991.
 EL0311
 EL0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0311.GEOID18 height accuracy estimate available here.
 EL0311
 EL0311.Click photographs - Photos may exist for this station.
 EL0311
 EL0311.The dynamic height is computed by dividing the NAVD 88
 EL0311.geopotential number by the normal gravity value computed on the
 EL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0311.degrees latitude (g = 980.6199 gals.).
 EL0311
 EL0311.The modeled gravity was interpolated from observed gravity values.
 EL0311
 EL0311;                    North         East    Units  Estimated Accuracy
 EL0311;SPC OK S     -   165,690.      649,650.      MT  (+/- 180 meters Scaled)
 EL0311
 EL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD410548(NAD 83)
 EL0311
 EL0311                          SUPERSEDED SURVEY CONTROL
 EL0311
 EL0311  NGVD 29 (??/??/92)  290.041  (m)          951.58   (f) ADJ UNCH    2 0
 EL0311
 EL0311.Superseded values are not recommended for survey control.
 EL0311
 EL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0311.See file dsdata.pdf to determine how the superseded data were derived.
 EL0311
 EL0311_MARKER: DB = BENCH MARK DISK
 EL0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0311_STAMPING: P 42 1934
 EL0311_MARK LOGO: CGS
 EL0311_PROJECTION: RECESSED 30 CENTIMETERS
 EL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0311+STABILITY: SURFACE MOTION
 EL0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0311+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 EL0311
 EL0311  HISTORY     - Date     Condition        Report By
 EL0311  HISTORY     - 1934     MONUMENTED       CGS
 EL0311  HISTORY     - 1963     GOOD             USGS
 EL0311  HISTORY     - 20190812 GOOD             OKDOT
 EL0311
 EL0311                          STATION DESCRIPTION
 EL0311
 EL0311'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0311'3.5 MI NW FROM MAYSVILLE.
 EL0311'MAYSVILLE, 0.5 MILE NORTH AND 3.0 MILES WEST OF, T. 4 N., RGS.
 EL0311'2 AND 3 W., NEAR CORNER SECS. 7, 12, 13, AND 18, 73 FT. SOUTH,
 EL0311'62 FT. EAST AND 3.4 FT. BELOW ROAD FROM INTERSECTION OF R.R.
 EL0311'TRACKS, 93 FT. SOUTHWEST OF MILEPOST 15, 38 FT. SOUTHEAST OF
 EL0311'TELEGRAPH POLE, 30 FT. EAST OF A POWER POLE, 74 FT. NORTHEAST
 EL0311'OF CENTER OF CONCRETE BRIDGE, 92 FT. SOUTHEAST OF THE R.R. X-ING,
 EL0311'IN CONC. POST 6 INCHES BELOW GROUND LEVEL, STANDARD DISK STAMPED
 EL0311'P-42 1934 PTD. B.M.
 EL0311
 EL0311                          STATION RECOVERY (2019)
 EL0311
 EL0311'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (LH)
 EL0311'FOUND IN CREEK BED UNDER TREE CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0476 ***********************************************************************
 EL0476  DESIGNATION -  P 43
 EL0476  PID         -  EL0476
 EL0476  STATE/COUNTY-  OK/JEFFERSON
 EL0476  COUNTRY     -  US
 EL0476  USGS QUAD   -  WAURIKA EAST (2018)
 EL0476
 EL0476                         *CURRENT SURVEY CONTROL
 EL0476  ______________________________________________________________________
 EL0476* NAD 83(1986) POSITION- 34 07 34.     (N) 097 59 02.     (W)   SCALED
 EL0476* NAVD 88 ORTHO HEIGHT -   265.261 (meters)      870.28  (feet) ADJUSTED
 EL0476  ______________________________________________________________________
 EL0476  GEOID HEIGHT    -        -25.758 (meters)                     GEOID18
 EL0476  DYNAMIC HEIGHT  -        264.991 (meters)      869.39  (feet) COMP
 EL0476  MODELED GRAVITY -    979,612.0   (mgal)                       NAVD 88
 EL0476
 EL0476  VERT ORDER      -  FIRST     CLASS II
 EL0476
 EL0476.The horizontal coordinates were scaled from a map and have
 EL0476.an estimated accuracy of +/- 6 seconds.
 EL0476
 EL0476.The orthometric height was determined by differential leveling and
 EL0476.adjusted by the NATIONAL GEODETIC SURVEY
 EL0476.in June 1991.
 EL0476
 EL0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0476.GEOID18 height accuracy estimate available here.
 EL0476
 EL0476.Click photographs - Photos may exist for this station.
 EL0476
 EL0476.The dynamic height is computed by dividing the NAVD 88
 EL0476.geopotential number by the normal gravity value computed on the
 EL0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0476.degrees latitude (g = 980.6199 gals.).
 EL0476
 EL0476.The modeled gravity was interpolated from observed gravity values.
 EL0476
 EL0476;                    North         East    Units  Estimated Accuracy
 EL0476;SPC OK S     -    87,940.      601,490.      MT  (+/- 180 meters Scaled)
 EL0476
 EL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC936766(NAD 83)
 EL0476
 EL0476                          SUPERSEDED SURVEY CONTROL
 EL0476
 EL0476  NGVD 29 (??/??/92)  265.156  (m)          869.93   (f) ADJ UNCH    1 2
 EL0476
 EL0476.Superseded values are not recommended for survey control.
 EL0476
 EL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0476.See file dsdata.pdf to determine how the superseded data were derived.
 EL0476
 EL0476_MARKER: DB = BENCH MARK DISK
 EL0476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0476_SP_SET: BRIDGE ABUTMENT
 EL0476_STAMPING: P 43 1934
 EL0476_MARK LOGO: CGS
 EL0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0476
 EL0476  HISTORY     - Date     Condition        Report By
 EL0476  HISTORY     - 1934     MONUMENTED       CGS
 EL0476  HISTORY     - 1963     GOOD
 EL0476  HISTORY     - 1986     GOOD             NGS
 EL0476
 EL0476                          STATION DESCRIPTION
 EL0476
 EL0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0476'2.7 MI S FROM WAURIKA.
 EL0476'2.7 MILES SOUTH OF CRIPRR STATION AT WAURIKA, SET ON EAST SIDE
 EL0476'OF SOUTH ABUTMENT OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 EL0476'BRIDGE 502.8.  198 FEET SOUTH OF MILE POLE 502/25.
 EL0476
 EL0476                          STATION RECOVERY (1963)
 EL0476
 EL0476'RECOVERED 1963
 EL0476'RECOVERED IN GOOD CONDITION.
 EL0476
 EL0476                          STATION RECOVERY (1986)
 EL0476
 EL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0476'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM (0.85
 EL0476'MI) WEST ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 81
 EL0476'IN WAURIKA, THENCE 3.7 KM (2.3 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS
 EL0476'TEXAS RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0338 ***********************************************************************
 EL0338  DESIGNATION -  P 44
 EL0338  PID         -  EL0338
 EL0338  STATE/COUNTY-  OK/GARVIN
 EL0338  COUNTRY     -  US
 EL0338  USGS QUAD   -  BYARS SW (2018)
 EL0338
 EL0338                         *CURRENT SURVEY CONTROL
 EL0338  ______________________________________________________________________
 EL0338* NAD 83(1986) POSITION- 34 45 29.     (N) 097 09 58.     (W)   SCALED
 EL0338* NAVD 88 ORTHO HEIGHT -   268.479 (meters)      880.83  (feet) ADJUSTED
 EL0338  ______________________________________________________________________
 EL0338  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 EL0338  DYNAMIC HEIGHT  -        268.219 (meters)      879.98  (feet) COMP
 EL0338  MODELED GRAVITY -    979,659.3   (mgal)                       NAVD 88
 EL0338
 EL0338  VERT ORDER      -  SECOND    CLASS 0
 EL0338
 EL0338.The horizontal coordinates were scaled from a map and have
 EL0338.an estimated accuracy of +/- 6 seconds.
 EL0338
 EL0338.The orthometric height was determined by differential leveling and
 EL0338.adjusted by the NATIONAL GEODETIC SURVEY
 EL0338.in June 1991.
 EL0338
 EL0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0338.GEOID18 height accuracy estimate available here.
 EL0338
 EL0338.Click photographs - Photos may exist for this station.
 EL0338
 EL0338.The dynamic height is computed by dividing the NAVD 88
 EL0338.geopotential number by the normal gravity value computed on the
 EL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0338.degrees latitude (g = 980.6199 gals.).
 EL0338
 EL0338.The modeled gravity was interpolated from observed gravity values.
 EL0338
 EL0338;                    North         East    Units  Estimated Accuracy
 EL0338;SPC OK S     -   158,350.      676,340.      MT  (+/- 180 meters Scaled)
 EL0338
 EL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD678477(NAD 83)
 EL0338
 EL0338                          SUPERSEDED SURVEY CONTROL
 EL0338
 EL0338  NGVD 29 (??/??/92)  268.406  (m)          880.60   (f) ADJ UNCH    2 0
 EL0338
 EL0338.Superseded values are not recommended for survey control.
 EL0338
 EL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0338.See file dsdata.pdf to determine how the superseded data were derived.
 EL0338
 EL0338_MARKER: DB = BENCH MARK DISK
 EL0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0338_STAMPING: P 44 1934
 EL0338_MARK LOGO: CGS
 EL0338_PROJECTION: PROJECTING 122 CENTIMETERS
 EL0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0338+STABILITY: SURFACE MOTION
 EL0338
 EL0338  HISTORY     - Date     Condition        Report By
 EL0338  HISTORY     - 1934     MONUMENTED       CGS
 EL0338  HISTORY     - 1963     GOOD             USGS
 EL0338  HISTORY     - 20190910 SEE DESCRIPTION  OKDOT
 EL0338
 EL0338                          STATION DESCRIPTION
 EL0338
 EL0338'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0338'4 MI NE FROM PAULS VALLEY.
 EL0338'PAULS VALLEY, 1.0 MILE NORTH AND 3.0 MILES EAST OF, T3N,
 EL0338'R1E, IN THE N.W. 1/4 OF THE S.E. 1/4 OF SEC. 2, 106 FT.
 EL0338'NORTH EAST ALONG THE R.R. TRACKS FROM A CULVERT UNDER THE TRACKS,
 EL0338'THENCE 27 FT. SOUTHEAST (NORMAL) CENTERLINE TRACKS, 160 FT.
 EL0338'SOUTHWEST ALONG THE R.R. TRACKS FROM THE CENTER OF A PUT-PUT
 EL0338'SIDING, THENCE 27 FT. SOUTHEAST (NORMAL) CENTERLINE TRACKS,
 EL0338'954 FT. SOUTHWEST ALONG THE R.R. TRACKS FROM THE HALF SECTION
 EL0338'LINE FENCE, AT MILE POST 180, A STANDARD DISK STAMPED P 44 1934
 EL0338'AND SET IN THE TOP OF THE LIMESTONE MILEPOST, PROJECTING 4.0 FT.
 EL0338
 EL0338                          STATION RECOVERY (2019)
 EL0338
 EL0338'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (MC)
 EL0338'OWNER REFUSED ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0272 ***********************************************************************
 EL0272  DESIGNATION -  P 45
 EL0272  PID         -  EL0272
 EL0272  STATE/COUNTY-  OK/PONTOTOC
 EL0272  COUNTRY     -  US
 EL0272  USGS QUAD   -  AHLOSO (2018)
 EL0272
 EL0272                         *CURRENT SURVEY CONTROL
 EL0272  ______________________________________________________________________
 EL0272* NAD 83(1986) POSITION- 34 41 48.     (N) 096 38 05.     (W)   SCALED
 EL0272* NAVD 88 ORTHO HEIGHT -   243.401 (meters)      798.56  (feet) ADJUSTED
 EL0272  ______________________________________________________________________
 EL0272  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 EL0272  DYNAMIC HEIGHT  -        243.166 (meters)      797.79  (feet) COMP
 EL0272  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 EL0272
 EL0272  VERT ORDER      -  SECOND    CLASS 0
 EL0272
 EL0272.The horizontal coordinates were scaled from a map and have
 EL0272.an estimated accuracy of +/- 6 seconds.
 EL0272
 EL0272.The orthometric height was determined by differential leveling and
 EL0272.adjusted by the NATIONAL GEODETIC SURVEY
 EL0272.in June 1991.
 EL0272
 EL0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0272.GEOID18 height accuracy estimate available here.
 EL0272
 EL0272.Click photographs - Photos may exist for this station.
 EL0272
 EL0272.The dynamic height is computed by dividing the NAVD 88
 EL0272.geopotential number by the normal gravity value computed on the
 EL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0272.degrees latitude (g = 980.6199 gals.).
 EL0272
 EL0272.The modeled gravity was interpolated from observed gravity values.
 EL0272
 EL0272;                    North         East    Units  Estimated Accuracy
 EL0272;SPC OK S     -   152,070.      725,080.      MT  (+/- 180 meters Scaled)
 EL0272
 EL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD166419(NAD 83)
 EL0272
 EL0272                          SUPERSEDED SURVEY CONTROL
 EL0272
 EL0272  NGVD 29 (??/??/92)  243.320  (m)          798.29   (f) ADJ UNCH    2 0
 EL0272
 EL0272.Superseded values are not recommended for survey control.
 EL0272
 EL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0272.See file dsdata.pdf to determine how the superseded data were derived.
 EL0272
 EL0272_MARKER: DB = BENCH MARK DISK
 EL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0272_STAMPING: P 45 1934
 EL0272_MARK LOGO: CGS
 EL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0272+STABILITY: SURFACE MOTION
 EL0272
 EL0272  HISTORY     - Date     Condition        Report By
 EL0272  HISTORY     - 1934     MONUMENTED       CGS
 EL0272  HISTORY     - 1957     MARK NOT FOUND   USGS
 EL0272
 EL0272                          STATION DESCRIPTION
 EL0272
 EL0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0272'4.7 MI NW FROM FRISCO.
 EL0272'4.7 MILES NORTHWEST OF A-T AND SF RR. STATION AT FRISCO.  300
 EL0272'FEET NORTHWEST OF THE NORTHWEST END OF THE ATCHISON-TOPEKA
 EL0272'AND SANTA FE RAILROAD SIDING, TRUAX.  54 FEET EAST OF THE CENTER
 EL0272'LINE OF OKLAHOMA STATE HIGHWAY 48.  48 FEET NORTH OF THE NEAREST
 EL0272'RAIL OF THE ATCHISON-TOPEKA AND SANTA FE RAILROAD.
 EL0272
 EL0272                          STATION RECOVERY (1957)
 EL0272
 EL0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EL0272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0454 ***********************************************************************
 GH0454  DESIGNATION -  P 46
 GH0454  PID         -  GH0454
 GH0454  STATE/COUNTY-  OK/GARFIELD
 GH0454  COUNTRY     -  US
 GH0454  USGS QUAD   -  FAIRMONT (2018)
 GH0454
 GH0454                         *CURRENT SURVEY CONTROL
 GH0454  ______________________________________________________________________
 GH0454* NAD 83(1986) POSITION- 36 19 35.27   (N) 097 38 32.55   (W)   HD_HELD1
 GH0454* NAVD 88 ORTHO HEIGHT -   349.591 (meters)     1146.95  (feet) ADJUSTED
 GH0454  ______________________________________________________________________
 GH0454  GEOID HEIGHT    -        -27.994 (meters)                     GEOID18
 GH0454  DYNAMIC HEIGHT  -        349.280 (meters)     1145.93  (feet) COMP
 GH0454  MODELED GRAVITY -    979,732.2   (mgal)                       NAVD 88
 GH0454
 GH0454  VERT ORDER      -  SECOND    CLASS 0
 GH0454
 GH0454.The horizontal coordinates were determined by differentially corrected
 GH0454.hand held GPS observations or other comparable positioning techniques
 GH0454.and have an estimated accuracy of +/- 3 meters.
 GH0454
 GH0454.The orthometric height was determined by differential leveling and
 GH0454.adjusted by the NATIONAL GEODETIC SURVEY
 GH0454.in June 1991.
 GH0454
 GH0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0454.GEOID18 height accuracy estimate available here.
 GH0454
 GH0454.Click photographs - Photos may exist for this station.
 GH0454
 GH0454.The dynamic height is computed by dividing the NAVD 88
 GH0454.geopotential number by the normal gravity value computed on the
 GH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0454.degrees latitude (g = 980.6199 gals.).
 GH0454
 GH0454.The modeled gravity was interpolated from observed gravity values.
 GH0454
 GH0454;                    North         East    Units  Estimated Accuracy
 GH0454;SPC OK N     -   147,234.9     632,109.7     MT  (+/- 3 meters HH1 GPS) 
 GH0454
 GH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2185621014(NAD 83)
 GH0454
 GH0454                          SUPERSEDED SURVEY CONTROL
 GH0454
 GH0454  NGVD 29 (??/??/92)  349.455  (m)         1146.50   (f) ADJ UNCH    2 0
 GH0454
 GH0454.Superseded values are not recommended for survey control.
 GH0454
 GH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0454.See file dsdata.pdf to determine how the superseded data were derived.
 GH0454
 GH0454_MARKER: DB = BENCH MARK DISK
 GH0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0454_STAMPING: P 46 1934
 GH0454_MARK LOGO: CGS
 GH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0454+STABILITY: SURFACE MOTION
 GH0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0454+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 GH0454
 GH0454  HISTORY     - Date     Condition        Report By
 GH0454  HISTORY     - 1934     MONUMENTED       CGS
 GH0454  HISTORY     - 1971     GOOD
 GH0454  HISTORY     - 20180710 GOOD             OKDOT
 GH0454
 GH0454                          STATION DESCRIPTION
 GH0454
 GH0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0454'3.9 MI E FROM FAIRMONT.
 GH0454'3.9 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0454'THE STATION AT FAIRMONT, GARFIELD COUNTY, 4 FEET WEST OF MILEPOST
 GH0454'530, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET
 GH0454'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P
 GH0454'46 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A WITNESS
 GH0454'POST WAS SET 2.0 FEET WEST OF THE STATION.
 GH0454
 GH0454                          STATION RECOVERY (1971)
 GH0454
 GH0454'RECOVERED 1971
 GH0454'RECOVERED IN GOOD CONDITION.
 GH0454
 GH0454                          STATION RECOVERY (2018)
 GH0454
 GH0454'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0454'LOCATED WEST OF CR1010, APPROXIMATELY 735 FT (224.0 M) ALONG THE
 GH0454'RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0074 ***********************************************************************
 GH0074  DESIGNATION -  P 48
 GH0074  PID         -  GH0074
 GH0074  STATE/COUNTY-  OK/TULSA
 GH0074  COUNTRY     -  US
 GH0074  USGS QUAD   -  WEKIWA (2018)
 GH0074
 GH0074                         *CURRENT SURVEY CONTROL
 GH0074  ______________________________________________________________________
 GH0074* NAD 83(1986) POSITION- 36 07 53.     (N) 096 09 17.     (W)   SCALED
 GH0074* NAVD 88 ORTHO HEIGHT -   199.595 (meters)      654.84  (feet) ADJUSTED
 GH0074  ______________________________________________________________________
 GH0074  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 GH0074  DYNAMIC HEIGHT  -        199.420 (meters)      654.26  (feet) COMP
 GH0074  MODELED GRAVITY -    979,754.2   (mgal)                       NAVD 88
 GH0074
 GH0074  VERT ORDER      -  SECOND    CLASS 0
 GH0074
 GH0074.The horizontal coordinates were scaled from a map and have
 GH0074.an estimated accuracy of +/- 6 seconds.
 GH0074
 GH0074.The orthometric height was determined by differential leveling and
 GH0074.adjusted by the NATIONAL GEODETIC SURVEY
 GH0074.in June 1991.
 GH0074
 GH0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0074.GEOID18 height accuracy estimate available here.
 GH0074
 GH0074.Click photographs - Photos may exist for this station.
 GH0074
 GH0074.The dynamic height is computed by dividing the NAVD 88
 GH0074.geopotential number by the normal gravity value computed on the
 GH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0074.degrees latitude (g = 980.6199 gals.).
 GH0074
 GH0074.The modeled gravity was interpolated from observed gravity values.
 GH0074
 GH0074;                    North         East    Units  Estimated Accuracy
 GH0074;SPC OK N     -   127,110.      766,080.      MT  (+/- 180 meters Scaled)
 GH0074
 GH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF560022(NAD 83)
 GH0074
 GH0074                          SUPERSEDED SURVEY CONTROL
 GH0074
 GH0074  NGVD 29 (??/??/92)  199.481  (m)          654.46   (f) ADJ UNCH    2 0
 GH0074
 GH0074.Superseded values are not recommended for survey control.
 GH0074
 GH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0074.See file dsdata.pdf to determine how the superseded data were derived.
 GH0074
 GH0074_MARKER: DB = BENCH MARK DISK
 GH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0074_STAMPING: P 48 1934
 GH0074_MARK LOGO: CGS
 GH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0074+STABILITY: SURFACE MOTION
 GH0074
 GH0074  HISTORY     - Date     Condition        Report By
 GH0074  HISTORY     - 1934     MONUMENTED       CGS
 GH0074  HISTORY     - 1957     MARK NOT FOUND   USGS
 GH0074  HISTORY     - 20161102 MARK NOT FOUND   NGS
 GH0074
 GH0074                          STATION DESCRIPTION
 GH0074
 GH0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0074'8.3 MI E FROM KEYSTONE.
 GH0074'8.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0074'THE STATION AT KEYSTONE, TULSA COUNTY, 60 FEET NORTH OF THE
 GH0074'FOURTH POLE EAST OF MILEPOST 434, 99 FEET NORTH OF THE CENTERLINE
 GH0074'OF THE TRACK, 45 FEET EAST OF THE NORTH-AND-SOUTH ROAD LEADING
 GH0074'TO FISHER SCHOOL, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 GH0074'STANDARD DISK, STAMPED P 48 1934 AND SET IN THE TOP OF A CONCRETE
 GH0074'POST.
 GH0074
 GH0074                          STATION RECOVERY (1957)
 GH0074
 GH0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 GH0074'MARK NOT FOUND.
 GH0074
 GH0074                          STATION RECOVERY (2016)
 GH0074
 GH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (MJR)
 GH0074'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0226 ***********************************************************************
 FJ0226  DESIGNATION -  P 49
 FJ0226  PID         -  FJ0226
 FJ0226  STATE/COUNTY-  OK/PAYNE
 FJ0226  COUNTRY     -  US
 FJ0226  USGS QUAD   -  CUSHING (2018)
 FJ0226
 FJ0226                         *CURRENT SURVEY CONTROL
 FJ0226  ______________________________________________________________________
 FJ0226* NAD 83(1986) POSITION- 35 58 16.     (N) 096 46 19.     (W)   SCALED
 FJ0226* NAVD 88 ORTHO HEIGHT -   282.478 (meters)      926.76  (feet) ADJUSTED
 FJ0226  ______________________________________________________________________
 FJ0226  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 FJ0226  DYNAMIC HEIGHT  -        282.221 (meters)      925.92  (feet) COMP
 FJ0226  MODELED GRAVITY -    979,718.4   (mgal)                       NAVD 88
 FJ0226
 FJ0226  VERT ORDER      -  SECOND    CLASS 0
 FJ0226
 FJ0226.The horizontal coordinates were scaled from a map and have
 FJ0226.an estimated accuracy of +/- 6 seconds.
 FJ0226
 FJ0226.The orthometric height was determined by differential leveling and
 FJ0226.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0226.in June 1991.
 FJ0226
 FJ0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0226.GEOID18 height accuracy estimate available here.
 FJ0226
 FJ0226.Click photographs - Photos may exist for this station.
 FJ0226
 FJ0226.The dynamic height is computed by dividing the NAVD 88
 FJ0226.geopotential number by the normal gravity value computed on the
 FJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0226.degrees latitude (g = 980.6199 gals.).
 FJ0226
 FJ0226.The modeled gravity was interpolated from observed gravity values.
 FJ0226
 FJ0226;                    North         East    Units  Estimated Accuracy
 FJ0226;SPC OK N     -   108,450.      710,760.      MT  (+/- 180 meters Scaled)
 FJ0226
 FJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE008830(NAD 83)
 FJ0226
 FJ0226                          SUPERSEDED SURVEY CONTROL
 FJ0226
 FJ0226  NGVD 29 (??/??/92)  282.370  (m)          926.41   (f) ADJ UNCH    2 0
 FJ0226
 FJ0226.Superseded values are not recommended for survey control.
 FJ0226
 FJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0226.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0226
 FJ0226_MARKER: DB = BENCH MARK DISK
 FJ0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0226_SP_SET: ABUTMENT
 FJ0226_STAMPING: P 49 1934
 FJ0226_MARK LOGO: CGS
 FJ0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0226
 FJ0226  HISTORY     - Date     Condition        Report By
 FJ0226  HISTORY     - 1934     MONUMENTED       CGS
 FJ0226
 FJ0226                          STATION DESCRIPTION
 FJ0226
 FJ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0226'0.7 MI S FROM CUSHING.
 FJ0226'0.7 MILE SOUTH OF ATSFRR DEPOT IN THE TOP OF THE NORTHEAST
 FJ0226'CONCRETE ABUTMENT OF ATCHISON TOPEKA AND SANTA FE RAILROAD
 FJ0226'BRIDGE 83A OVER THE EAST AND WEST SECTION LINE ROAD.  142 FEET
 FJ0226'SOUTH OF MILEPOST 83.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0651 ***********************************************************************
 FH0651  DESIGNATION -  P 5
 FH0651  PID         -  FH0651
 FH0651  STATE/COUNTY-  OK/PITTSBURG
 FH0651  COUNTRY     -  US
 FH0651  USGS QUAD   -  CANADIAN (2018)
 FH0651
 FH0651                         *CURRENT SURVEY CONTROL
 FH0651  ______________________________________________________________________
 FH0651* NAD 83(1986) POSITION- 35 07 34.     (N) 095 40 37.     (W)   SCALED
 FH0651* NAVD 88 ORTHO HEIGHT -   178.629 (meters)      586.05  (feet) ADJUSTED
 FH0651  ______________________________________________________________________
 FH0651  GEOID HEIGHT    -        -30.066 (meters)                     GEOID18
 FH0651  DYNAMIC HEIGHT  -        178.453 (meters)      585.47  (feet) COMP
 FH0651  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 FH0651
 FH0651  VERT ORDER      -  FIRST     CLASS II
 FH0651
 FH0651.The horizontal coordinates were scaled from a map and have
 FH0651.an estimated accuracy of +/- 6 seconds.
 FH0651
 FH0651.The orthometric height was determined by differential leveling and
 FH0651.adjusted by the NATIONAL GEODETIC SURVEY
 FH0651.in June 1991.
 FH0651
 FH0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0651.GEOID18 height accuracy estimate available here.
 FH0651
 FH0651.Click photographs - Photos may exist for this station.
 FH0651
 FH0651.The dynamic height is computed by dividing the NAVD 88
 FH0651.geopotential number by the normal gravity value computed on the
 FH0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0651.degrees latitude (g = 980.6199 gals.).
 FH0651
 FH0651.The modeled gravity was interpolated from observed gravity values.
 FH0651
 FH0651;                    North         East    Units  Estimated Accuracy
 FH0651;SPC OK S     -   201,300.      811,720.      MT  (+/- 180 meters Scaled)
 FH0651
 FH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU560903(NAD 83)
 FH0651
 FH0651                          SUPERSEDED SURVEY CONTROL
 FH0651
 FH0651  NGVD 29 (??/??/92)  178.527  (m)          585.72   (f) ADJ UNCH    1 2
 FH0651
 FH0651.Superseded values are not recommended for survey control.
 FH0651
 FH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0651.See file dsdata.pdf to determine how the superseded data were derived.
 FH0651
 FH0651_MARKER: DB = BENCH MARK DISK
 FH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0651_STAMPING: 585.7J7 P 5 1933
 FH0651_MARK LOGO: CGS
 FH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0651+STABILITY: SURFACE MOTION
 FH0651
 FH0651  HISTORY     - Date     Condition        Report By
 FH0651  HISTORY     - 1933     MONUMENTED       CGS
 FH0651  HISTORY     - 1969     MARK NOT FOUND   USGS
 FH0651
 FH0651                          STATION DESCRIPTION
 FH0651
 FH0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0651'AT CROWDER.
 FH0651'AT CROWDER, PITTSBURG COUNTY, ON THE ABANDONED FORT SMITH AND
 FH0651'WESTERN RAILWAY, WEST OF THE CROSSING OF THE MISSOURI-KANSAS-TEXAS
 FH0651'RAILROAD, 20 FEET NORTHEAST OF THE OLD ROADBED, AND 15 FEET
 FH0651'SOUTHEAST OF A WATER TANK.  A STANDARD DISK, STAMPED 585.717
 FH0651'P 5 1933 AND SET IN THE TOP OF A CONCRETE POST.
 FH0651
 FH0651                          STATION RECOVERY (1969)
 FH0651
 FH0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FH0651'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0174 ***********************************************************************
 GH0174  DESIGNATION -  P 50
 GH0174  PID         -  GH0174
 GH0174  STATE/COUNTY-  OK/OSAGE
 GH0174  COUNTRY     -  US
 GH0174  USGS QUAD   -  FAIRFAX (2018)
 GH0174
 GH0174                         *CURRENT SURVEY CONTROL
 GH0174  ______________________________________________________________________
 GH0174* NAD 83(1986) POSITION- 36 34 24.     (N) 096 42 11.     (W)   SCALED
 GH0174* NAVD 88 ORTHO HEIGHT -   257.660 (meters)      845.34  (feet) ADJUSTED
 GH0174  ______________________________________________________________________
 GH0174  GEOID HEIGHT    -        -28.608 (meters)                     GEOID18
 GH0174  DYNAMIC HEIGHT  -        257.442 (meters)      844.62  (feet) COMP
 GH0174  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 GH0174
 GH0174  VERT ORDER      -  SECOND    CLASS 0
 GH0174
 GH0174.The horizontal coordinates were scaled from a map and have
 GH0174.an estimated accuracy of +/- 6 seconds.
 GH0174
 GH0174.The orthometric height was determined by differential leveling and
 GH0174.adjusted by the NATIONAL GEODETIC SURVEY
 GH0174.in June 1991.
 GH0174
 GH0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0174.GEOID18 height accuracy estimate available here.
 GH0174
 GH0174.Click photographs - Photos may exist for this station.
 GH0174
 GH0174.The dynamic height is computed by dividing the NAVD 88
 GH0174.geopotential number by the normal gravity value computed on the
 GH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0174.degrees latitude (g = 980.6199 gals.).
 GH0174
 GH0174.The modeled gravity was interpolated from observed gravity values.
 GH0174
 GH0174;                    North         East    Units  Estimated Accuracy
 GH0174;SPC OK N     -   175,340.      716,080.      MT  (+/- 180 meters Scaled)
 GH0174
 GH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF055499(NAD 83)
 GH0174
 GH0174                          SUPERSEDED SURVEY CONTROL
 GH0174
 GH0174  NGVD 29 (??/??/92)  257.556  (m)          845.00   (f) ADJ UNCH    2 0
 GH0174
 GH0174.Superseded values are not recommended for survey control.
 GH0174
 GH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0174.See file dsdata.pdf to determine how the superseded data were derived.
 GH0174
 GH0174_MARKER: DB = BENCH MARK DISK
 GH0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0174_SP_SET: BUILDING
 GH0174_STAMPING: 844.998 P 50 1934
 GH0174_MARK LOGO: CGS
 GH0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0174+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2023
 GH0174
 GH0174  HISTORY     - Date     Condition        Report By
 GH0174  HISTORY     - 1934     MONUMENTED       CGS
 GH0174  HISTORY     - 1946     GOOD
 GH0174  HISTORY     - 20080401 GOOD             AIRDAT
 GH0174  HISTORY     - 20231025 GOOD             OKDOT
 GH0174
 GH0174                          STATION DESCRIPTION
 GH0174
 GH0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0174'AT FAIRFAX.
 GH0174'AT FAIRFAX, OSAGE COUNTY, AT THE CITY HALL, ABOUT 30 FEET EAST
 GH0174'OF THE NORTH ENTRANCE, IN THE NORTHEAST FACE, AND 3 FEET HIGHER
 GH0174'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 844.998 P 50 1934
 GH0174'AND SET VERTICALLY.
 GH0174
 GH0174                          STATION RECOVERY (1946)
 GH0174
 GH0174'RECOVERED 1946
 GH0174'RECOVERED IN GOOD CONDITION.
 GH0174
 GH0174                          STATION RECOVERY (2008)
 GH0174
 GH0174'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0174'RECOVERED IN GOOD CONDITION.
 GH0174
 GH0174                          STATION RECOVERY (2023)
 GH0174
 GH0174'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 GH0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0323 ***********************************************************************
 GH0323  DESIGNATION -  P 51
 GH0323  PID         -  GH0323
 GH0323  STATE/COUNTY-  OK/PAYNE
 GH0323  COUNTRY     -  US
 GH0323  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0323
 GH0323                         *CURRENT SURVEY CONTROL
 GH0323  ______________________________________________________________________
 GH0323* NAD 83(1986) POSITION- 36 07 18.92   (N) 097 04 00.28   (W)   HD_HELD1
 GH0323* NAVD 88 ORTHO HEIGHT -   278.951 (meters)      915.19  (feet) ADJUSTED
 GH0323  ______________________________________________________________________
 GH0323  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 GH0323  DYNAMIC HEIGHT  -        278.701 (meters)      914.37  (feet) COMP
 GH0323  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 GH0323
 GH0323  VERT ORDER      -  SECOND    CLASS 0
 GH0323
 GH0323.The horizontal coordinates were determined by differentially corrected
 GH0323.hand held GPS observations or other comparable positioning techniques
 GH0323.and have an estimated accuracy of +/- 3 meters.
 GH0323
 GH0323.The orthometric height was determined by differential leveling and
 GH0323.adjusted by the NATIONAL GEODETIC SURVEY
 GH0323.in June 1991.
 GH0323
 GH0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0323.GEOID18 height accuracy estimate available here.
 GH0323
 GH0323.Click photographs - Photos may exist for this station.
 GH0323
 GH0323.The dynamic height is computed by dividing the NAVD 88
 GH0323.geopotential number by the normal gravity value computed on the
 GH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0323.degrees latitude (g = 980.6199 gals.).
 GH0323
 GH0323.The modeled gravity was interpolated from observed gravity values.
 GH0323
 GH0323;                    North         East    Units  Estimated Accuracy
 GH0323;SPC OK N     -   124,884.1     684,010.2     MT  (+/- 3 meters HH1 GPS) 
 GH0323
 GH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7398199202(NAD 83)
 GH0323
 GH0323                          SUPERSEDED SURVEY CONTROL
 GH0323
 GH0323  NGVD 29 (??/??/92)  278.834  (m)          914.81   (f) ADJ UNCH    2 0
 GH0323
 GH0323.Superseded values are not recommended for survey control.
 GH0323
 GH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0323.See file dsdata.pdf to determine how the superseded data were derived.
 GH0323
 GH0323_MARKER: DB = BENCH MARK DISK
 GH0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0323_STAMPING: P 51 1934
 GH0323_MARK LOGO: CGS
 GH0323_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0323_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0323+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2022
 GH0323
 GH0323  HISTORY     - Date     Condition        Report By
 GH0323  HISTORY     - 1934     MONUMENTED       CGS
 GH0323  HISTORY     - 1964     GOOD             CGS
 GH0323  HISTORY     - 20220217 GOOD             INDIV
 GH0323  HISTORY     - 20221219 GOOD             USPSQD
 GH0323
 GH0323                          STATION DESCRIPTION
 GH0323
 GH0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0323'AT STILLWATER.
 GH0323'AT STILLWATER, PAYNE COUNTY, ON THE CAMPUS OF THE OKLAHOMA A.
 GH0323'AND M. COLLEGE, AND 45 FEET EAST AND 3 FEET SOUTH OF THE
 GH0323'SOUTHWEST CORNER OF MORRILL HALL.  A STANDARD DISK, STAMPED P
 GH0323'51 1934 AND SET IN THE TOP OF A 5-INCH CONCRETE-FILLED PIPE.
 GH0323
 GH0323                          STATION RECOVERY (1964)
 GH0323
 GH0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 GH0323'RECOVERED IN GOOD CONDITION.
 GH0323
 GH0323                          STATION RECOVERY (2022)
 GH0323
 GH0323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (DM)
 GH0323'MARK WAS FOUND NEAR 3 STORY BUILDING.
 GH0323
 GH0323                          STATION RECOVERY (2022)
 GH0323
 GH0323'RECOVERY NOTE BY US POWER SQUADRON 2022 (GDS)
 GH0323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0552 ***********************************************************************
 FH0552  DESIGNATION -  P 54
 FH0552  PID         -  FH0552
 FH0552  STATE/COUNTY-  OK/MUSKOGEE
 FH0552  COUNTRY     -  US
 FH0552  USGS QUAD   -  SOUTHEAST MUSKOGEE (2018)
 FH0552
 FH0552                         *CURRENT SURVEY CONTROL
 FH0552  ______________________________________________________________________
 FH0552* NAD 83(1986) POSITION- 35 39 52.     (N) 095 22 20.     (W)   SCALED
 FH0552* NAVD 88 ORTHO HEIGHT -   177.808 (meters)      583.36  (feet) ADJUSTED
 FH0552  ______________________________________________________________________
 FH0552  GEOID HEIGHT    -        -29.558 (meters)                     GEOID18
 FH0552  DYNAMIC HEIGHT  -        177.645 (meters)      582.82  (feet) COMP
 FH0552  MODELED GRAVITY -    979,715.4   (mgal)                       NAVD 88
 FH0552
 FH0552  VERT ORDER      -  SECOND    CLASS 0
 FH0552
 FH0552.This mark is at Davis Field Airport (MKO)
 FH0552
 FH0552.The horizontal coordinates were scaled from a map and have
 FH0552.an estimated accuracy of +/- 6 seconds.
 FH0552
 FH0552.The orthometric height was determined by differential leveling and
 FH0552.adjusted by the NATIONAL GEODETIC SURVEY
 FH0552.in June 1991.
 FH0552
 FH0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0552.GEOID18 height accuracy estimate available here.
 FH0552
 FH0552.Click photographs - Photos may exist for this station.
 FH0552
 FH0552.The dynamic height is computed by dividing the NAVD 88
 FH0552.geopotential number by the normal gravity value computed on the
 FH0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0552.degrees latitude (g = 980.6199 gals.).
 FH0552
 FH0552.The modeled gravity was interpolated from observed gravity values.
 FH0552
 FH0552;                    North         East    Units  Estimated Accuracy
 FH0552;SPC OK N     -    76,940.      837,900.      MT  (+/- 180 meters Scaled)
 FH0552
 FH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV852493(NAD 83)
 FH0552
 FH0552                          SUPERSEDED SURVEY CONTROL
 FH0552
 FH0552  NGVD 29 (??/??/92)  177.693  (m)          582.98   (f) ADJ UNCH    2 0
 FH0552
 FH0552.Superseded values are not recommended for survey control.
 FH0552
 FH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0552.See file dsdata.pdf to determine how the superseded data were derived.
 FH0552
 FH0552_MARKER: DB = BENCH MARK DISK
 FH0552_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0552+WITH SETTING: PAVEMENT
 FH0552_SP_SET: RUNWAY LIGHT BASE
 FH0552_STAMPING: P 54 1957
 FH0552_MARK LOGO: CGS
 FH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0552+STABILITY: SURFACE MOTION
 FH0552
 FH0552  HISTORY     - Date     Condition        Report By
 FH0552  HISTORY     - 1957     MONUMENTED       CGS
 FH0552  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0552
 FH0552                          STATION DESCRIPTION
 FH0552
 FH0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0552'6.9 MI S FROM MUSKOGEE.
 FH0552'6.3 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0552'AT MUSKOGEE, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD,
 FH0552'THENCE 0.3 MILE SOUTHEAST ACROSS COUNTRY, 0.3 MILE SOUTHEAST
 FH0552'OF THE ENTRANCE TO DAVIS FIELD, 45 FEET SOUTHWEST OF THE NORTHEAST
 FH0552'EDGE OF THE NORTHWEST AND SOUTHEAST RUNWAY, 24 FEET NORTHEAST
 FH0552'OF THE CENTER LINE OF THE RUNWAY, 4 FEET NORTHWEST OF THE NORTHWEST
 FH0552'END OF THE RUNWAY, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 FH0552'WEST CORNER OF THE CONCRETE BASE OF A RUNWAY LIGHT.
 FH0552
 FH0552                          STATION RECOVERY (1974)
 FH0552
 FH0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0217 ***********************************************************************
 EL0217  DESIGNATION -  P 56
 EL0217  PID         -  EL0217
 EL0217  STATE/COUNTY-  OK/MURRAY
 EL0217  COUNTRY     -  US
 EL0217  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0217
 EL0217                         *CURRENT SURVEY CONTROL
 EL0217  ______________________________________________________________________
 EL0217* NAD 83(1986) POSITION- 34 30 55.     (N) 096 58 06.     (W)   SCALED
 EL0217* NAVD 88 ORTHO HEIGHT -   294.894 (meters)      967.50  (feet) ADJUSTED
 EL0217  ______________________________________________________________________
 EL0217  GEOID HEIGHT    -        -25.315 (meters)                     GEOID18
 EL0217  DYNAMIC HEIGHT  -        294.606 (meters)      966.55  (feet) COMP
 EL0217  MODELED GRAVITY -    979,648.2   (mgal)                       NAVD 88
 EL0217
 EL0217  VERT ORDER      -  SECOND    CLASS 0
 EL0217
 EL0217.The horizontal coordinates were scaled from a map and have
 EL0217.an estimated accuracy of +/- 6 seconds.
 EL0217
 EL0217.The orthometric height was determined by differential leveling and
 EL0217.adjusted by the NATIONAL GEODETIC SURVEY
 EL0217.in June 1991.
 EL0217
 EL0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0217.GEOID18 height accuracy estimate available here.
 EL0217
 EL0217.Click photographs - Photos may exist for this station.
 EL0217
 EL0217.The dynamic height is computed by dividing the NAVD 88
 EL0217.geopotential number by the normal gravity value computed on the
 EL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0217.degrees latitude (g = 980.6199 gals.).
 EL0217
 EL0217.The modeled gravity was interpolated from observed gravity values.
 EL0217
 EL0217;                    North         East    Units  Estimated Accuracy
 EL0217;SPC OK S     -   131,590.      694,720.      MT  (+/- 180 meters Scaled)
 EL0217
 EL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD864211(NAD 83)
 EL0217
 EL0217                          SUPERSEDED SURVEY CONTROL
 EL0217
 EL0217  NGVD 29 (??/??/92)  294.820  (m)          967.26   (f) ADJ UNCH    2 0
 EL0217
 EL0217.Superseded values are not recommended for survey control.
 EL0217
 EL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0217.See file dsdata.pdf to determine how the superseded data were derived.
 EL0217
 EL0217_MARKER: DB = BENCH MARK DISK
 EL0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0217_SP_SET: BRIDGE
 EL0217_STAMPING: P 56 1934
 EL0217_MARK LOGO: CGS
 EL0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0217
 EL0217  HISTORY     - Date     Condition        Report By
 EL0217  HISTORY     - 1934     MONUMENTED       CGS
 EL0217  HISTORY     - 20091212 MARK NOT FOUND   GEOCAC
 EL0217
 EL0217                          STATION DESCRIPTION
 EL0217
 EL0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0217'0.8 MI E FROM SULPHUR.
 EL0217'0.8 MILE EAST OF STL. AND SF RR. STATION AT SULPHUR 350 FEET
 EL0217'WEST OF MILE POST 579.  45 FEET NORTH OF NEAREST RAIL OF SAINT
 EL0217'LOUIS AND SAN FRANCISCO RAILWAY TRACK.  15 FEET EAST OF CENTER
 EL0217'LINE OF OKLAHOMA STATE HIGHWAY 18.  SET ON EAST SIDE OF SOUTH
 EL0217'ABUTMENT OF HIGHWAY STEEL REINFORCED CONCRETE BRIDGE.
 EL0217
 EL0217                          STATION RECOVERY (2009)
 EL0217
 EL0217'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0217'A NEW WIDER CONCRETE BRIDGE HAS REPLACED THE OLD STEEL REINFORCED
 EL0217'HIGHWAY BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0241 ***********************************************************************
 EL0241  DESIGNATION -  P 57
 EL0241  PID         -  EL0241
 EL0241  STATE/COUNTY-  OK/PONTOTOC
 EL0241  COUNTRY     -  US
 EL0241  USGS QUAD   -  SASAKWA (2018)
 EL0241
 EL0241                         *CURRENT SURVEY CONTROL
 EL0241  ______________________________________________________________________
 EL0241* NAD 83(1986) POSITION- 34 52 34.     (N) 096 35 27.     (W)   SCALED
 EL0241* NAVD 88 ORTHO HEIGHT -   290.694 (meters)      953.72  (feet) ADJUSTED
 EL0241  ______________________________________________________________________
 EL0241  GEOID HEIGHT    -        -26.839 (meters)                     GEOID18
 EL0241  DYNAMIC HEIGHT  -        290.413 (meters)      952.80  (feet) COMP
 EL0241  MODELED GRAVITY -    979,658.6   (mgal)                       NAVD 88
 EL0241
 EL0241  VERT ORDER      -  SECOND    CLASS 0
 EL0241
 EL0241.The horizontal coordinates were scaled from a map and have
 EL0241.an estimated accuracy of +/- 6 seconds.
 EL0241
 EL0241.The orthometric height was determined by differential leveling and
 EL0241.adjusted by the NATIONAL GEODETIC SURVEY
 EL0241.in June 1991.
 EL0241
 EL0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0241.GEOID18 height accuracy estimate available here.
 EL0241
 EL0241.Click photographs - Photos may exist for this station.
 EL0241
 EL0241.The dynamic height is computed by dividing the NAVD 88
 EL0241.geopotential number by the normal gravity value computed on the
 EL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0241.degrees latitude (g = 980.6199 gals.).
 EL0241
 EL0241.The modeled gravity was interpolated from observed gravity values.
 EL0241
 EL0241;                    North         East    Units  Estimated Accuracy
 EL0241;SPC OK S     -   172,030.      728,820.      MT  (+/- 180 meters Scaled)
 EL0241
 EL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD201619(NAD 83)
 EL0241
 EL0241                          SUPERSEDED SURVEY CONTROL
 EL0241
 EL0241  NGVD 29 (??/??/92)  290.596  (m)          953.40   (f) ADJ UNCH    2 0
 EL0241
 EL0241.Superseded values are not recommended for survey control.
 EL0241
 EL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0241.See file dsdata.pdf to determine how the superseded data were derived.
 EL0241
 EL0241_MARKER: DB = BENCH MARK DISK
 EL0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0241_SP_SET: TANK FOUNDATION
 EL0241_STAMPING: P 57 1934
 EL0241_MARK LOGO: CGS
 EL0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0241
 EL0241  HISTORY     - Date     Condition        Report By
 EL0241  HISTORY     - 1934     MONUMENTED       CGS
 EL0241
 EL0241                          STATION DESCRIPTION
 EL0241
 EL0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0241'AT FRANCIS SET VERTICAL IN THE SOUTH FOUNDATION OF THE TWO EAST
 EL0241'FOUNDATIONS OF THE NORTH WATER TANK OF THE SAINT LOUIS AND
 EL0241'SAN FRANCISCO RAILROAD WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0072 ***********************************************************************
 FJ0072  DESIGNATION -  P 58
 FJ0072  PID         -  FJ0072
 FJ0072  STATE/COUNTY-  OK/HUGHES
 FJ0072  COUNTRY     -  US
 FJ0072  USGS QUAD   -  WELEETKA (2018)
 FJ0072
 FJ0072                         *CURRENT SURVEY CONTROL
 FJ0072  ______________________________________________________________________
 FJ0072* NAD 83(1986) POSITION- 35 15 54.     (N) 096 10 44.     (W)   SCALED
 FJ0072* NAVD 88 ORTHO HEIGHT -   215.997 (meters)      708.65  (feet) ADJUSTED
 FJ0072  ______________________________________________________________________
 FJ0072  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 FJ0072  DYNAMIC HEIGHT  -        215.790 (meters)      707.97  (feet) COMP
 FJ0072  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 FJ0072
 FJ0072  VERT ORDER      -  SECOND    CLASS 0
 FJ0072
 FJ0072.The horizontal coordinates were scaled from a map and have
 FJ0072.an estimated accuracy of +/- 6 seconds.
 FJ0072
 FJ0072.The orthometric height was determined by differential leveling and
 FJ0072.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0072.in June 1991.
 FJ0072
 FJ0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0072.GEOID18 height accuracy estimate available here.
 FJ0072
 FJ0072.Click photographs - Photos may exist for this station.
 FJ0072
 FJ0072.The dynamic height is computed by dividing the NAVD 88
 FJ0072.geopotential number by the normal gravity value computed on the
 FJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0072.degrees latitude (g = 980.6199 gals.).
 FJ0072
 FJ0072.The modeled gravity was interpolated from observed gravity values.
 FJ0072
 FJ0072;                    North         East    Units  Estimated Accuracy
 FJ0072;SPC OK S     -   215,770.      765,700.      MT  (+/- 180 meters Scaled)
 FJ0072
 FJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE566060(NAD 83)
 FJ0072
 FJ0072                          SUPERSEDED SURVEY CONTROL
 FJ0072
 FJ0072  NGVD 29 (??/??/92)  215.887  (m)          708.29   (f) ADJ UNCH    2 0
 FJ0072
 FJ0072.Superseded values are not recommended for survey control.
 FJ0072
 FJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0072.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0072
 FJ0072_MARKER: DB = BENCH MARK DISK
 FJ0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0072_SP_SET: BRIDGE PIER
 FJ0072_STAMPING: P 58 1934
 FJ0072_MARK LOGO: CGS
 FJ0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0072
 FJ0072  HISTORY     - Date     Condition        Report By
 FJ0072  HISTORY     - 1934     MONUMENTED       CGS
 FJ0072
 FJ0072                          STATION DESCRIPTION
 FJ0072
 FJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0072'4.5 MI NE FROM WETUMKA.
 FJ0072'4.5 MILES NORTHEAST OF STL AND SF RR. STATION AT WETUMKA SET ON
 FJ0072'THE NORTHEAST CORNER, OF NORTH SANDSTONE PIER, OF SAINT LOUIS
 FJ0072'AND SAN FRANCISCO RAILWAY BRIDGE 500.1, OVER NORTH CANADIAN RIVER.
 FJ0072'9 FEET EAST OF THE NEAREST RAIL, AND SIX FEET BELOW THE LEVEL
 FJ0072'OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0499 ***********************************************************************
 FH0499  DESIGNATION -  P 59
 FH0499  PID         -  FH0499
 FH0499  STATE/COUNTY-  OK/MUSKOGEE
 FH0499  COUNTRY     -  US
 FH0499  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0499
 FH0499                         *CURRENT SURVEY CONTROL
 FH0499  ______________________________________________________________________
 FH0499* NAD 83(2011) POSITION- 35 45 53.50681(N) 095 17 52.82875(W)   ADJUSTED
 FH0499* NAD 83(2011) ELLIP HT-   128.916 (meters)        (11/07/23)   ADJUSTED
 FH0499* NAD 83(2011) EPOCH   -  2010.00
 FH0499* NAVD 88 ORTHO HEIGHT -   158.393 (meters)      519.66  (feet) ADJUSTED
 FH0499  ______________________________________________________________________
 FH0499  GEOID HEIGHT    -        -29.432 (meters)                     GEOID18
 FH0499  NAD 83(2011) X  -   -478,429.162 (meters)                     COMP
 FH0499  NAD 83(2011) Y  - -5,159,259.986 (meters)                     COMP
 FH0499  NAD 83(2011) Z  -  3,707,128.317 (meters)                     COMP
 FH0499  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 FH0499  DYNAMIC HEIGHT  -        158.251 (meters)      519.20  (feet) COMP
 FH0499  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 FH0499
 FH0499  VERT ORDER      -  SECOND    CLASS 0
 FH0499
 FH0499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0499  Standards:
 FH0499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0499  -------------------------------------------------------------------
 FH0499  NETWORK    1.03   1.61           0.46   0.37   0.82      0.12999707
 FH0499  -------------------------------------------------------------------
 FH0499  Click here for local accuracies and other accuracy information.
 FH0499
 FH0499.The horizontal coordinates were established by GPS observations
 FH0499.and adjusted by the OK DEPT OF TRANSP in November 2023.
 FH0499
 FH0499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0499.been affixed to the stable North American tectonic plate. See 
 FH0499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0499
 FH0499.The horizontal coordinates are valid at the epoch date displayed above
 FH0499.which is a decimal equivalence of Year/Month/Day.
 FH0499
 FH0499.The orthometric height was determined by differential leveling and
 FH0499.adjusted by the NATIONAL GEODETIC SURVEY
 FH0499.in June 1991.
 FH0499
 FH0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0499.GEOID18 height accuracy estimate available here.
 FH0499
 FH0499.Click photographs - Photos may exist for this station.
 FH0499
 FH0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0499
 FH0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0499
 FH0499.The ellipsoidal height was determined by GPS observations
 FH0499.and is referenced to NAD 83.
 FH0499
 FH0499.The dynamic height is computed by dividing the NAVD 88
 FH0499.geopotential number by the normal gravity value computed on the
 FH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0499.degrees latitude (g = 980.6199 gals.).
 FH0499
 FH0499.The modeled gravity was interpolated from observed gravity values.
 FH0499
 FH0499. The following values were computed from the NAD 83(2011) position.
 FH0499
 FH0499;                    North         East     Units Scale Factor Converg.
 FH0499;SPC OK N     -    88,263.380   844,303.830   MT  0.99996994   +1 35 40.5
 FH0499;SPC OK N     -   289,577.44  2,770,020.15   sFT  0.99996994   +1 35 40.5
 FH0499;UTM  15      - 3,960,304.515   292,255.122   MT  1.00013184   -1 20 36.9
 FH0499
 FH0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0499!SPC OK N     -   0.99997977  x   0.99996994  =   0.99994971
 FH0499!UTM  15      -   0.99997977  x   1.00013184  =   1.00011160
 FH0499
 FH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9225560304(NAD 83)
 FH0499
 FH0499                          SUPERSEDED SURVEY CONTROL
 FH0499
 FH0499  NGVD 29 (??/??/92)  158.283  (m)          519.30   (f) ADJ UNCH    2 0
 FH0499
 FH0499.Superseded values are not recommended for survey control.
 FH0499
 FH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0499.See file dsdata.pdf to determine how the superseded data were derived.
 FH0499
 FH0499_MARKER: DB = BENCH MARK DISK
 FH0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0499_SP_SET: BRIDGE
 FH0499_STAMPING: P 59 1934
 FH0499_MARK LOGO: CGS
 FH0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0499+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2023
 FH0499
 FH0499  HISTORY     - Date     Condition        Report By
 FH0499  HISTORY     - 1934     MONUMENTED       CGS
 FH0499  HISTORY     - 1960     GOOD             CGS
 FH0499  HISTORY     - 20231019 GOOD             OKDOT
 FH0499
 FH0499                          STATION DESCRIPTION
 FH0499
 FH0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0499'5.2 MI NE FROM MUSKOGEE.
 FH0499'5.2 MILES NORTHEAST OF RAILWAY SIGNAL TOWER AT MUSKOGEE SET
 FH0499'ON SOUTHSIDE OF EAST RETAINING WALL OF ST LOUIS AND SAN FRANCISCO
 FH0499'RAILWAY BRIDGE 451.1, OVER ARKANSAS RIVER.  400 FEET NORTHWEST
 FH0499'OF OKLAHOMA GAS AND ELECTRIC POWER COMPANY PLANT.  10 FEET
 FH0499'SOUTH OF NEAREST RAIL OF TRACK.
 FH0499
 FH0499                          STATION RECOVERY (1960)
 FH0499
 FH0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0499'RECOVERED IN GOOD CONDITION.
 FH0499
 FH0499                          STATION RECOVERY (2023)
 FH0499
 FH0499'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0499'THE MARK IS BETWEEN THE OG AND E POWER PLANT AND PORT OF MUSKOGEE
 FH0499'THREE FORKS HARBOR.  WE ACCESSED IT THROUGH A LOCKED GATE AT THE PORT
 FH0499'WITH PERMISSION FROM THE PORT.  A BUNCH OF TREES WOULD NEED TO BE
 FH0499'REMOVED FOR IT TO BE A SUITABLE STATIC GPS SITE.  RECOVERED IN GOOD
 FH0499'CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0662 ***********************************************************************
 FH0662  DESIGNATION -  P 6
 FH0662  PID         -  FH0662
 FH0662  STATE/COUNTY-  OK/HUGHES
 FH0662  COUNTRY     -  US
 FH0662  USGS QUAD   -  HANNA (2018)
 FH0662
 FH0662                         *CURRENT SURVEY CONTROL
 FH0662  ______________________________________________________________________
 FH0662* NAD 83(1986) POSITION- 35 13 52.     (N) 095 59 38.     (W)   SCALED
 FH0662* NAVD 88 ORTHO HEIGHT -   221.057 (meters)      725.25  (feet) ADJUSTED
 FH0662  ______________________________________________________________________
 FH0662  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 FH0662  DYNAMIC HEIGHT  -        220.843 (meters)      724.55  (feet) COMP
 FH0662  MODELED GRAVITY -    979,662.1   (mgal)                       NAVD 88
 FH0662
 FH0662  VERT ORDER      -  FIRST     CLASS II
 FH0662
 FH0662.The horizontal coordinates were scaled from a map and have
 FH0662.an estimated accuracy of +/- 6 seconds.
 FH0662
 FH0662.The orthometric height was determined by differential leveling and
 FH0662.adjusted by the NATIONAL GEODETIC SURVEY
 FH0662.in June 1991.
 FH0662
 FH0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0662.GEOID18 height accuracy estimate available here.
 FH0662
 FH0662.Click photographs - Photos may exist for this station.
 FH0662
 FH0662.The dynamic height is computed by dividing the NAVD 88
 FH0662.geopotential number by the normal gravity value computed on the
 FH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0662.degrees latitude (g = 980.6199 gals.).
 FH0662
 FH0662.The modeled gravity was interpolated from observed gravity values.
 FH0662
 FH0662;                    North         East    Units  Estimated Accuracy
 FH0662;SPC OK S     -   212,330.      782,610.      MT  (+/- 180 meters Scaled)
 FH0662
 FH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV275027(NAD 83)
 FH0662
 FH0662                          SUPERSEDED SURVEY CONTROL
 FH0662
 FH0662  NGVD 29 (??/??/92)  220.946  (m)          724.89   (f) ADJ UNCH    1 2
 FH0662
 FH0662.Superseded values are not recommended for survey control.
 FH0662
 FH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0662.See file dsdata.pdf to determine how the superseded data were derived.
 FH0662
 FH0662_MARKER: DB = BENCH MARK DISK
 FH0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0662_STAMPING: 724.887 P 6 1933
 FH0662_MARK LOGO: CGS
 FH0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0662+STABILITY: SURFACE MOTION
 FH0662
 FH0662  HISTORY     - Date     Condition        Report By
 FH0662  HISTORY     - 1933     MONUMENTED       CGS
 FH0662
 FH0662                          STATION DESCRIPTION
 FH0662
 FH0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0662'4 MI W FROM VERNON.
 FH0662'IN HUGHES COUNTY, 4.0 MILES WEST ALONG THE ABANDONED FORT
 FH0662'SMITH AND WESTERN RAILWAY FROM VERNON, MC INTOSH COUNTY, ABOUT 400
 FH0662'FEET EAST OF A ROAD CROSSING, ABOUT 100 FEET EAST OF A BRIDGE,
 FH0662'AND 30 FEET NORTH OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 FH0662'724.887 P 6 1933 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0456 ***********************************************************************
 DN0456  DESIGNATION -  P 61
 DN0456  PID         -  DN0456
 DN0456  STATE/COUNTY-  OK/BRYAN
 DN0456  COUNTRY     -  US
 DN0456  USGS QUAD   -  PLATTER (2018)
 DN0456
 DN0456                         *CURRENT SURVEY CONTROL
 DN0456  ______________________________________________________________________
 DN0456* NAD 83(1986) POSITION- 33 55 05.     (N) 096 34 06.     (W)   SCALED
 DN0456* NAVD 88 ORTHO HEIGHT -   185.544 (meters)      608.74  (feet) ADJUSTED
 DN0456  ______________________________________________________________________
 DN0456  GEOID HEIGHT    -        -26.484 (meters)                     GEOID18
 DN0456  DYNAMIC HEIGHT  -        185.348 (meters)      608.10  (feet) COMP
 DN0456  MODELED GRAVITY -    979,574.0   (mgal)                       NAVD 88
 DN0456
 DN0456  VERT ORDER      -  FIRST     CLASS II
 DN0456
 DN0456.The horizontal coordinates were scaled from a map and have
 DN0456.an estimated accuracy of +/- 6 seconds.
 DN0456
 DN0456.The orthometric height was determined by differential leveling and
 DN0456.adjusted by the NATIONAL GEODETIC SURVEY
 DN0456.in June 1991.
 DN0456
 DN0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0456.GEOID18 height accuracy estimate available here.
 DN0456
 DN0456.Click photographs - Photos may exist for this station.
 DN0456
 DN0456.The dynamic height is computed by dividing the NAVD 88
 DN0456.geopotential number by the normal gravity value computed on the
 DN0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0456.degrees latitude (g = 980.6199 gals.).
 DN0456
 DN0456.The modeled gravity was interpolated from observed gravity values.
 DN0456
 DN0456;                    North         East    Units  Estimated Accuracy
 DN0456;SPC OK S     -    65,800.      732,390.      MT  (+/- 180 meters Scaled)
 DN0456
 DN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC248557(NAD 83)
 DN0456
 DN0456                          SUPERSEDED SURVEY CONTROL
 DN0456
 DN0456  NGVD 29 (??/??/92)  185.521  (m)          608.66   (f) ADJ UNCH    1 2
 DN0456
 DN0456.Superseded values are not recommended for survey control.
 DN0456
 DN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0456.See file dsdata.pdf to determine how the superseded data were derived.
 DN0456
 DN0456_MARKER: DB = BENCH MARK DISK
 DN0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0456_STAMPING: P 61 1934
 DN0456_MARK LOGO: CGS
 DN0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0456+STABILITY: SURFACE MOTION
 DN0456
 DN0456  HISTORY     - Date     Condition        Report By
 DN0456  HISTORY     - 1934     MONUMENTED       CGS
 DN0456  HISTORY     - 1957     GOOD             USGS
 DN0456
 DN0456                          STATION DESCRIPTION
 DN0456
 DN0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0456'1.9 MI W FROM PLATTER.
 DN0456'1.9 MILES WEST OF PLATTER.  AT MILE POST 621/30 AND ST. LOUIS AND SAN
 DN0456'FRANCISCO RAILROAD CROSSING.  30 FEET SOUTH OF THE TRACK.  20 FEET
 DN0456'WEST OF THE CENTERLINE OF THE ROAD.
 DN0456
 DN0456                          STATION RECOVERY (1957)
 DN0456
 DN0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DN0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0469 ***********************************************************************
 FH0469  DESIGNATION -  P 61
 FH0469  PID         -  FH0469
 FH0469  STATE/COUNTY-  OK/WAGONER
 FH0469  COUNTRY     -  US
 FH0469  USGS QUAD   -  WAGONER EAST (2018)
 FH0469
 FH0469                         *CURRENT SURVEY CONTROL
 FH0469  ______________________________________________________________________
 FH0469* NAD 83(1986) POSITION- 35 55 48.     (N) 095 22 27.     (W)   SCALED
 FH0469* NAVD 88 ORTHO HEIGHT -   178.254 (meters)      584.82  (feet) ADJUSTED
 FH0469  ______________________________________________________________________
 FH0469  GEOID HEIGHT    -        -29.311 (meters)                     GEOID18
 FH0469  DYNAMIC HEIGHT  -        178.096 (meters)      584.30  (feet) COMP
 FH0469  MODELED GRAVITY -    979,743.0   (mgal)                       NAVD 88
 FH0469
 FH0469  VERT ORDER      -  SECOND    CLASS 0
 FH0469
 FH0469.The horizontal coordinates were scaled from a map and have
 FH0469.an estimated accuracy of +/- 6 seconds.
 FH0469
 FH0469.The orthometric height was determined by differential leveling and
 FH0469.adjusted by the NATIONAL GEODETIC SURVEY
 FH0469.in June 1991.
 FH0469
 FH0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0469.GEOID18 height accuracy estimate available here.
 FH0469
 FH0469.Click photographs - Photos may exist for this station.
 FH0469
 FH0469.The dynamic height is computed by dividing the NAVD 88
 FH0469.geopotential number by the normal gravity value computed on the
 FH0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0469.degrees latitude (g = 980.6199 gals.).
 FH0469
 FH0469.The modeled gravity was interpolated from observed gravity values.
 FH0469
 FH0469;                    North         East    Units  Estimated Accuracy
 FH0469;SPC OK N     -   106,390.      836,920.      MT  (+/- 180 meters Scaled)
 FH0469
 FH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV858787(NAD 83)
 FH0469
 FH0469                          SUPERSEDED SURVEY CONTROL
 FH0469
 FH0469  NGVD 29 (??/??/92)  178.142  (m)          584.45   (f) ADJ UNCH    2 0
 FH0469
 FH0469.Superseded values are not recommended for survey control.
 FH0469
 FH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0469.See file dsdata.pdf to determine how the superseded data were derived.
 FH0469
 FH0469_MARKER: DB = BENCH MARK DISK
 FH0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0469_STAMPING: P 61 1934
 FH0469_MARK LOGO: CGS
 FH0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0469+STABILITY: SURFACE MOTION
 FH0469
 FH0469  HISTORY     - Date     Condition        Report By
 FH0469  HISTORY     - 1934     MONUMENTED       CGS
 FH0469  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0469
 FH0469                          STATION DESCRIPTION
 FH0469
 FH0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0469'1.9 MI S FROM WAGONER.
 FH0469'0.15 MILE SOUTH OF MILE POST 490.  75 FEET WEST OF NEAREST
 FH0469'RAIL OF MISSOURI-KANSAS AND TEXAS RAILWAY TRACK.  30 FEET
 FH0469'NORTH OF CENTER LINE OF SECTION LINE ROAD, AND INSIDE OF RAILWAY
 FH0469'PROPERTY FENCE.
 FH0469
 FH0469                          STATION RECOVERY (1973)
 FH0469
 FH0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0518 ***********************************************************************
 EK0518  DESIGNATION -  P 62
 EK0518  PID         -  EK0518
 EK0518  STATE/COUNTY-  OK/CHOCTAW
 EK0518  COUNTRY     -  US
 EK0518  USGS QUAD   -  BOSWELL SW (2018)
 EK0518
 EK0518                         *CURRENT SURVEY CONTROL
 EK0518  ______________________________________________________________________
 EK0518* NAD 83(1986) POSITION- 34 01 12.     (N) 095 53 08.     (W)   SCALED
 EK0518* NAVD 88 ORTHO HEIGHT -   178.297 (meters)      584.96  (feet) ADJUSTED
 EK0518  ______________________________________________________________________
 EK0518  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 EK0518  DYNAMIC HEIGHT  -        178.109 (meters)      584.35  (feet) COMP
 EK0518  MODELED GRAVITY -    979,580.4   (mgal)                       NAVD 88
 EK0518
 EK0518  VERT ORDER      -  FIRST     CLASS II
 EK0518
 EK0518.The horizontal coordinates were scaled from a map and have
 EK0518.an estimated accuracy of +/- 6 seconds.
 EK0518
 EK0518.The orthometric height was determined by differential leveling and
 EK0518.adjusted by the NATIONAL GEODETIC SURVEY
 EK0518.in June 1991.
 EK0518
 EK0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0518.GEOID18 height accuracy estimate available here.
 EK0518
 EK0518.Click photographs - Photos may exist for this station.
 EK0518
 EK0518.The dynamic height is computed by dividing the NAVD 88
 EK0518.geopotential number by the normal gravity value computed on the
 EK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0518.degrees latitude (g = 980.6199 gals.).
 EK0518
 EK0518.The modeled gravity was interpolated from observed gravity values.
 EK0518
 EK0518;                    North         East    Units  Estimated Accuracy
 EK0518;SPC OK S     -    78,210.      795,280.      MT  (+/- 180 meters Scaled)
 EK0518
 EK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT335681(NAD 83)
 EK0518
 EK0518                          SUPERSEDED SURVEY CONTROL
 EK0518
 EK0518  NGVD 29 (??/??/92)  178.232  (m)          584.75   (f) ADJ UNCH    1 2
 EK0518
 EK0518.Superseded values are not recommended for survey control.
 EK0518
 EK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0518.See file dsdata.pdf to determine how the superseded data were derived.
 EK0518
 EK0518_MARKER: DB = BENCH MARK DISK
 EK0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0518_STAMPING: P 62 1934
 EK0518_MARK LOGO: CGS
 EK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0518+STABILITY: SURFACE MOTION
 EK0518
 EK0518  HISTORY     - Date     Condition        Report By
 EK0518  HISTORY     - 1934     MONUMENTED       CGS
 EK0518  HISTORY     - 1944     GOOD             SLSFRR
 EK0518  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0518
 EK0518                          STATION DESCRIPTION
 EK0518
 EK0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0518'1 MI W FROM BOSWELL.
 EK0518'1.0 MILES WEST OF BOSWELL ST. L. AND S.F. RR DEPOT AT MILE
 EK0518'POST 581 AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.
 EK0518'50 FEET NORTH OF THE TRACK, 30 FEET EAST OF THE CROSSING.
 EK0518
 EK0518                          STATION RECOVERY (1944)
 EK0518
 EK0518'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 EK0518'RECOVERED IN GOOD CONDITION.
 EK0518
 EK0518                          STATION RECOVERY (1986)
 EK0518
 EK0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0518'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0354 ***********************************************************************
 GG0354  DESIGNATION -  P 62
 GG0354  PID         -  GG0354
 GG0354  STATE/COUNTY-  OK/MAYES
 GG0354  COUNTRY     -  US
 GG0354  USGS QUAD   -  STRANG (2019)
 GG0354
 GG0354                         *CURRENT SURVEY CONTROL
 GG0354  ______________________________________________________________________
 GG0354* NAD 83(1986) POSITION- 36 29 45.     (N) 095 14 57.     (W)   SCALED
 GG0354* NAVD 88 ORTHO HEIGHT -   203.377 (meters)      667.25  (feet) ADJUSTED
 GG0354  ______________________________________________________________________
 GG0354  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 GG0354  DYNAMIC HEIGHT  -        203.206 (meters)      666.69  (feet) COMP
 GG0354  MODELED GRAVITY -    979,785.6   (mgal)                       NAVD 88
 GG0354
 GG0354  VERT ORDER      -  SECOND    CLASS 0
 GG0354
 GG0354.The horizontal coordinates were scaled from a map and have
 GG0354.an estimated accuracy of +/- 6 seconds.
 GG0354
 GG0354.The orthometric height was determined by differential leveling and
 GG0354.adjusted by the NATIONAL GEODETIC SURVEY
 GG0354.in June 1991.
 GG0354
 GG0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0354.GEOID18 height accuracy estimate available here.
 GG0354
 GG0354.Click photographs - Photos may exist for this station.
 GG0354
 GG0354.The dynamic height is computed by dividing the NAVD 88
 GG0354.geopotential number by the normal gravity value computed on the
 GG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0354.degrees latitude (g = 980.6199 gals.).
 GG0354
 GG0354.The modeled gravity was interpolated from observed gravity values.
 GG0354
 GG0354;                    North         East    Units  Estimated Accuracy
 GG0354;SPC OK N     -   169,460.      846,420.      MT  (+/- 180 meters Scaled)
 GG0354
 GG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA985412(NAD 83)
 GG0354
 GG0354                          SUPERSEDED SURVEY CONTROL
 GG0354
 GG0354  NGVD 29 (??/??/92)  203.263  (m)          666.87   (f) ADJ UNCH    2 0
 GG0354
 GG0354.Superseded values are not recommended for survey control.
 GG0354
 GG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0354.See file dsdata.pdf to determine how the superseded data were derived.
 GG0354
 GG0354_MARKER: DB = BENCH MARK DISK
 GG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0354_STAMPING: P 62 1934
 GG0354_MARK LOGO: CGS
 GG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0354+STABILITY: SURFACE MOTION
 GG0354
 GG0354  HISTORY     - Date     Condition        Report By
 GG0354  HISTORY     - 1934     MONUMENTED       CGS
 GG0354  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0354
 GG0354                          STATION DESCRIPTION
 GG0354
 GG0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0354'4.2 MI N FROM ADAIR.
 GG0354'4.2 MILES NORTH OF M-K AND T DEPOT AT ADAIR.  0.2 MILE SOUTH OF
 GG0354'MILE POST 450.  80 FEET EAST OF NEAREST RAIL OF MISSOURI-KANSAS
 GG0354'AND TEXAS RAILWAY TRACK.  42 FEET SOUTH OF CENTER LINE OF SECTION
 GG0354'LINE ROAD, AND INSIDE OF RAILWAY PROPERTY FENCE.
 GG0354
 GG0354                          STATION RECOVERY (1968)
 GG0354
 GG0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0361 ***********************************************************************
 GG0361  DESIGNATION -  P 63
 GG0361  PID         -  GG0361
 GG0361  STATE/COUNTY-  OK/MAYES
 GG0361  COUNTRY     -  US
 GG0361  USGS QUAD   -  SALINA SE (2019)
 GG0361
 GG0361                         *CURRENT SURVEY CONTROL
 GG0361  ______________________________________________________________________
 GG0361* NAD 83(1986) POSITION- 36 20 12.     (N) 095 03 33.     (W)   SCALED
 GG0361* NAVD 88 ORTHO HEIGHT -   290.349 (meters)      952.59  (feet) ADJUSTED
 GG0361  ______________________________________________________________________
 GG0361  GEOID HEIGHT    -        -28.981 (meters)                     GEOID18
 GG0361  DYNAMIC HEIGHT  -        290.098 (meters)      951.76  (feet) COMP
 GG0361  MODELED GRAVITY -    979,760.7   (mgal)                       NAVD 88
 GG0361
 GG0361  VERT ORDER      -  SECOND    CLASS 0
 GG0361
 GG0361.The horizontal coordinates were scaled from a map and have
 GG0361.an estimated accuracy of +/- 6 seconds.
 GG0361
 GG0361.The orthometric height was determined by differential leveling and
 GG0361.adjusted by the NATIONAL GEODETIC SURVEY
 GG0361.in June 1991.
 GG0361
 GG0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0361.GEOID18 height accuracy estimate available here.
 GG0361
 GG0361.Click photographs - Photos may exist for this station.
 GG0361
 GG0361.The dynamic height is computed by dividing the NAVD 88
 GG0361.geopotential number by the normal gravity value computed on the
 GG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0361.degrees latitude (g = 980.6199 gals.).
 GG0361
 GG0361.The modeled gravity was interpolated from observed gravity values.
 GG0361
 GG0361;                    North         East    Units  Estimated Accuracy
 GG0361;SPC OK N     -   152,310.      863,970.      MT  (+/- 180 meters Scaled)
 GG0361
 GG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA151232(NAD 83)
 GG0361
 GG0361                          SUPERSEDED SURVEY CONTROL
 GG0361
 GG0361  NGVD 29 (??/??/92)  290.228  (m)          952.19   (f) ADJ UNCH    2 0
 GG0361
 GG0361.Superseded values are not recommended for survey control.
 GG0361
 GG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0361.See file dsdata.pdf to determine how the superseded data were derived.
 GG0361
 GG0361_MARKER: DB = BENCH MARK DISK
 GG0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0361_STAMPING: P 63 1934
 GG0361_MARK LOGO: CGS
 GG0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0361+STABILITY: SURFACE MOTION
 GG0361
 GG0361  HISTORY     - Date     Condition        Report By
 GG0361  HISTORY     - 1934     MONUMENTED       CGS
 GG0361  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0361
 GG0361                          STATION DESCRIPTION
 GG0361
 GG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0361'5.9 MI SW FROM SPAVINAW.
 GG0361'5.9 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE SPAVINAW
 GG0361'LAKE DAM AT SPAVINAW, MAYES COUNTY, IN THE SOUTHWEST ANGLE AT THE
 GG0361'Y-INTERSECTION OF A SECTION ROAD, 45 FEET NORTH OF THE CENTERLINE
 GG0361'OF THE ROAD, AND 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 GG0361'A STANDARD DISK, STAMPED P 63 1934 AND SET IN THE TOP OF A CONCRETE
 GG0361'POST.  NOTE-- THE DESCRIBED LOCATION WAS CLEAR OF WEEDS AND BRUSH
 GG0361'AND NO EVIDENCE OF THE MARK COULD BE FOUND SO IT HAS PROBABLY BEEN
 GG0361'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0557 ***********************************************************************
 EK0557  DESIGNATION -  P 63
 EK0557  PID         -  EK0557
 EK0557  STATE/COUNTY-  OK/PUSHMATAHA
 EK0557  COUNTRY     -  US
 EK0557  USGS QUAD   -  ANTLERS EAST (2019)
 EK0557
 EK0557                         *CURRENT SURVEY CONTROL
 EK0557  ______________________________________________________________________
 EK0557* NAD 83(1986) POSITION- 34 13 50.94   (N) 095 37 17.51   (W)   HD_HELD1
 EK0557* NAVD 88 ORTHO HEIGHT -   154.962 (meters)      508.40  (feet) ADJUSTED
 EK0557  ______________________________________________________________________
 EK0557  GEOID HEIGHT    -        -30.092 (meters)                     GEOID18
 EK0557  DYNAMIC HEIGHT  -        154.794 (meters)      507.85  (feet) COMP
 EK0557  MODELED GRAVITY -    979,549.3   (mgal)                       NAVD 88
 EK0557
 EK0557  VERT ORDER      -  SECOND    CLASS 0
 EK0557
 EK0557.The horizontal coordinates were determined by differentially corrected
 EK0557.hand held GPS observations or other comparable positioning techniques
 EK0557.and have an estimated accuracy of +/- 3 meters.
 EK0557
 EK0557.The orthometric height was determined by differential leveling and
 EK0557.adjusted by the NATIONAL GEODETIC SURVEY
 EK0557.in June 1991.
 EK0557
 EK0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0557.GEOID18 height accuracy estimate available here.
 EK0557
 EK0557.Click photographs - Photos may exist for this station.
 EK0557
 EK0557.The dynamic height is computed by dividing the NAVD 88
 EK0557.geopotential number by the normal gravity value computed on the
 EK0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0557.degrees latitude (g = 980.6199 gals.).
 EK0557
 EK0557.The modeled gravity was interpolated from observed gravity values.
 EK0557
 EK0557;                    North         East    Units  Estimated Accuracy
 EK0557;SPC OK S     -   102,133.3     819,108.1     MT  (+/- 3 meters HH1 GPS) 
 EK0557
 EK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5853290857(NAD 83)
 EK0557
 EK0557                          SUPERSEDED SURVEY CONTROL
 EK0557
 EK0557  NGVD 29 (??/??/92)  154.877  (m)          508.13   (f) ADJ UNCH    2 0
 EK0557
 EK0557.Superseded values are not recommended for survey control.
 EK0557
 EK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0557.See file dsdata.pdf to determine how the superseded data were derived.
 EK0557
 EK0557_MARKER: DB = BENCH MARK DISK
 EK0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0557_SP_SET: BUILDING
 EK0557_STAMPING: P 63 1934
 EK0557_MARK LOGO: CGS
 EK0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0557+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0557
 EK0557  HISTORY     - Date     Condition        Report By
 EK0557  HISTORY     - 1934     MONUMENTED       CGS
 EK0557  HISTORY     - 1960     GOOD             CGS
 EK0557  HISTORY     - 20030326 GOOD             OKDOT
 EK0557  HISTORY     - 20101107 GOOD             GEOCAC
 EK0557
 EK0557                          STATION DESCRIPTION
 EK0557
 EK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0557'AT ANTLERS.
 EK0557'AT ANTLERS, IN THE SOUTHWEST WALL OF THE ST. LOUIS, SAN FRANCISCO
 EK0557'RAILROAD STATION, SET VERTICALLY 6 FEET SOUTHEAST OF THE WEST
 EK0557'CORNER OF THE STATION, 4 FEET ABOVE THE PLATFORM, IN SECTION 3,
 EK0557'R 16 E, T 4 S.
 EK0557
 EK0557                          STATION RECOVERY (2003)
 EK0557
 EK0557'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (BIW)
 EK0557'RECOVERED IN GOOD CONDITION.
 EK0557
 EK0557                          STATION RECOVERY (2010)
 EK0557
 EK0557'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0511 ***********************************************************************
 EK0511  DESIGNATION -  P 64
 EK0511  PID         -  EK0511
 EK0511  STATE/COUNTY-  OK/CHOCTAW
 EK0511  COUNTRY     -  US
 EK0511  USGS QUAD   -  SWINK (2019)
 EK0511
 EK0511                         *CURRENT SURVEY CONTROL
 EK0511  ______________________________________________________________________
 EK0511* NAD 83(1986) POSITION- 34 01 08.     (N) 095 11 57.     (W)   SCALED
 EK0511* NAVD 88 ORTHO HEIGHT -   151.121 (meters)      495.80  (feet) ADJUSTED
 EK0511  ______________________________________________________________________
 EK0511  GEOID HEIGHT    -        -28.937 (meters)                     GEOID18
 EK0511  DYNAMIC HEIGHT  -        150.962 (meters)      495.28  (feet) COMP
 EK0511  MODELED GRAVITY -    979,581.6   (mgal)                       NAVD 88
 EK0511
 EK0511  VERT ORDER      -  FIRST     CLASS II
 EK0511
 EK0511.The horizontal coordinates were scaled from a map and have
 EK0511.an estimated accuracy of +/- 6 seconds.
 EK0511
 EK0511.The orthometric height was determined by differential leveling and
 EK0511.adjusted by the NATIONAL GEODETIC SURVEY
 EK0511.in June 1991.
 EK0511
 EK0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0511.GEOID18 height accuracy estimate available here.
 EK0511
 EK0511.Click photographs - Photos may exist for this station.
 EK0511
 EK0511.The dynamic height is computed by dividing the NAVD 88
 EK0511.geopotential number by the normal gravity value computed on the
 EK0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0511.degrees latitude (g = 980.6199 gals.).
 EK0511
 EK0511.The modeled gravity was interpolated from observed gravity values.
 EK0511
 EK0511;                    North         East    Units  Estimated Accuracy
 EK0511;SPC OK S     -    79,630.      858,660.      MT  (+/- 180 meters Scaled)
 EK0511
 EK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT969664(NAD 83)
 EK0511
 EK0511                          SUPERSEDED SURVEY CONTROL
 EK0511
 EK0511  NGVD 29 (??/??/92)  151.078  (m)          495.66   (f) ADJ UNCH    1 2
 EK0511
 EK0511.Superseded values are not recommended for survey control.
 EK0511
 EK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0511.See file dsdata.pdf to determine how the superseded data were derived.
 EK0511
 EK0511_MARKER: DB = BENCH MARK DISK
 EK0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0511_STAMPING: P 64 1934
 EK0511_MARK LOGO: CGS
 EK0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0511+STABILITY: SURFACE MOTION
 EK0511
 EK0511  HISTORY     - Date     Condition        Report By
 EK0511  HISTORY     - 1934     MONUMENTED       CGS
 EK0511  HISTORY     - 1944     GOOD             SLSFRR
 EK0511  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0511
 EK0511                          STATION DESCRIPTION
 EK0511
 EK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0511'0.1 MI E FROM SWINK.
 EK0511'0.1 MILE EAST OF SWINK ST. L. AND S.F. RR DEPOT.  NEAR MILE
 EK0511'POST 578/5.  300 FEET EAST OF ST. LOUIS AND SAN FRANCISCO RR
 EK0511'DEPOT.  60 FEET SOUTH OF RAILROAD, NORTHWEST OF CITY LIMIT SIGN.
 EK0511
 EK0511                          STATION RECOVERY (1944)
 EK0511
 EK0511'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 EK0511'RECOVERED IN GOOD CONDITION.
 EK0511
 EK0511                          STATION RECOVERY (1986)
 EK0511
 EK0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0309 ***********************************************************************
 GG0309  DESIGNATION -  P 64
 GG0309  PID         -  GG0309
 GG0309  STATE/COUNTY-  OK/CRAIG
 GG0309  COUNTRY     -  US
 GG0309  USGS QUAD   -  WELCH SOUTH (2019)
 GG0309
 GG0309                         *CURRENT SURVEY CONTROL
 GG0309  ______________________________________________________________________
 GG0309* NAD 83(1986) POSITION- 36 47 12.     (N) 095 04 24.     (W)   SCALED
 GG0309* NAVD 88 ORTHO HEIGHT -   235.249 (meters)      771.81  (feet) ADJUSTED
 GG0309  ______________________________________________________________________
 GG0309  GEOID HEIGHT    -        -29.394 (meters)                     GEOID18
 GG0309  DYNAMIC HEIGHT  -        235.056 (meters)      771.18  (feet) COMP
 GG0309  MODELED GRAVITY -    979,804.4   (mgal)                       NAVD 88
 GG0309
 GG0309  VERT ORDER      -  SECOND    CLASS 0
 GG0309
 GG0309.The horizontal coordinates were scaled from a map and have
 GG0309.an estimated accuracy of +/- 6 seconds.
 GG0309
 GG0309.The orthometric height was determined by differential leveling and
 GG0309.adjusted by the NATIONAL GEODETIC SURVEY
 GG0309.in June 1991.
 GG0309
 GG0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0309.GEOID18 height accuracy estimate available here.
 GG0309
 GG0309.Click photographs - Photos may exist for this station.
 GG0309
 GG0309.The dynamic height is computed by dividing the NAVD 88
 GG0309.geopotential number by the normal gravity value computed on the
 GG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0309.degrees latitude (g = 980.6199 gals.).
 GG0309
 GG0309.The modeled gravity was interpolated from observed gravity values.
 GG0309
 GG0309;                    North         East    Units  Estimated Accuracy
 GG0309;SPC OK N     -   202,180.      861,200.      MT  (+/- 180 meters Scaled)
 GG0309
 GG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA149732(NAD 83)
 GG0309
 GG0309                          SUPERSEDED SURVEY CONTROL
 GG0309
 GG0309  NGVD 29 (??/??/92)  235.136  (m)          771.44   (f) ADJ UNCH    2 0
 GG0309
 GG0309.Superseded values are not recommended for survey control.
 GG0309
 GG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0309.See file dsdata.pdf to determine how the superseded data were derived.
 GG0309
 GG0309_MARKER: DB = BENCH MARK DISK
 GG0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0309_STAMPING: P 64 1934
 GG0309_MARK LOGO: CGS
 GG0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0309+STABILITY: SURFACE MOTION
 GG0309
 GG0309  HISTORY     - Date     Condition        Report By
 GG0309  HISTORY     - 1934     MONUMENTED       CGS
 GG0309  HISTORY     - 1971     MARK NOT FOUND   USGS
 GG0309
 GG0309                          STATION DESCRIPTION
 GG0309
 GG0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0309'1.1 MI S FROM BLUE JACKET.
 GG0309'0.2 MILE NORTHEAST OF MISSOURI-KANSAS AND TEXAS RAILWAY SEMAPHORE
 GG0309'427.7.  96 FEET EAST OF NEAREST RAIL OF TRACK.  22 FEET NORTH
 GG0309'OF CENTER LINE OF SECTION LINE ROAD.
 GG0309
 GG0309                          STATION RECOVERY (1971)
 GG0309
 GG0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GG0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0430 ***********************************************************************
 EK0430  DESIGNATION -  P 66
 EK0430  PID         -  EK0430
 EK0430  STATE/COUNTY-  OK/LATIMER
 EK0430  COUNTRY     -  US
 EK0430  USGS QUAD   -  ALBION (2019)
 EK0430
 EK0430                         *CURRENT SURVEY CONTROL
 EK0430  ______________________________________________________________________
 EK0430* NAD 83(1986) POSITION- 34 42 45.     (N) 095 04 10.     (W)   SCALED
 EK0430* NAVD 88 ORTHO HEIGHT -   207.227 (meters)      679.88  (feet) ADJUSTED
 EK0430  ______________________________________________________________________
 EK0430  GEOID HEIGHT    -        -31.748 (meters)                     GEOID18
 EK0430  DYNAMIC HEIGHT  -        207.006 (meters)      679.15  (feet) COMP
 EK0430  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 EK0430
 EK0430  VERT ORDER      -  SECOND    CLASS 0
 EK0430
 EK0430.The horizontal coordinates were scaled from a map and have
 EK0430.an estimated accuracy of +/- 6 seconds.
 EK0430
 EK0430.The orthometric height was determined by differential leveling and
 EK0430.adjusted by the NATIONAL GEODETIC SURVEY
 EK0430.in June 1991.
 EK0430
 EK0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0430.GEOID18 height accuracy estimate available here.
 EK0430
 EK0430.Click photographs - Photos may exist for this station.
 EK0430
 EK0430.The dynamic height is computed by dividing the NAVD 88
 EK0430.geopotential number by the normal gravity value computed on the
 EK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0430.degrees latitude (g = 980.6199 gals.).
 EK0430
 EK0430.The modeled gravity was interpolated from observed gravity values.
 EK0430
 EK0430;                    North         East    Units  Estimated Accuracy
 EK0430;SPC OK S     -   156,880.      868,400.      MT  (+/- 180 meters Scaled)
 EK0430
 EK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU104431(NAD 83)
 EK0430
 EK0430                          SUPERSEDED SURVEY CONTROL
 EK0430
 EK0430  NGVD 29 (??/??/92)  207.117  (m)          679.52   (f) ADJ UNCH    2 0
 EK0430
 EK0430.Superseded values are not recommended for survey control.
 EK0430
 EK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0430.See file dsdata.pdf to determine how the superseded data were derived.
 EK0430
 EK0430_MARKER: DB = BENCH MARK DISK
 EK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0430_STAMPING: P 66 1934
 EK0430_MARK LOGO: CGS
 EK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0430+STABILITY: SURFACE MOTION
 EK0430
 EK0430  HISTORY     - Date     Condition        Report By
 EK0430  HISTORY     - 1934     MONUMENTED       CGS
 EK0430
 EK0430                          STATION DESCRIPTION
 EK0430
 EK0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0430'3.1 MI SW FROM TALIHINA.
 EK0430'IN LATIMER COUNTY, ABOUT 3.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN
 EK0430'FRANCISCO RAILWAY FROM THE STATION AT TALIHINA, LE FLORE COUNTY,
 EK0430'ABOUT 2 RAILS SOUTH OF THE THIRTIETH POLE SOUTHWEST OF MILEPOST
 EK0430'486, NEAR A MOTOR CAR SET-OFF, AND ABOUT 50 FEET EAST OF THE TRACK.
 EK0430'A STANDARD DISK, STAMPED P 66 1934 AND SET IN THE TOP OF A CONCRETE
 EK0430'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0347 ***********************************************************************
 FH0347  DESIGNATION -  P 67
 FH0347  PID         -  FH0347
 FH0347  STATE/COUNTY-  OK/LE FLORE
 FH0347  COUNTRY     -  US
 FH0347  USGS QUAD   -  PANAMA (2018)
 FH0347
 FH0347                         *CURRENT SURVEY CONTROL
 FH0347  ______________________________________________________________________
 FH0347* NAD 83(1986) POSITION- 35 07 55.98   (N) 094 39 18.26   (W)   HD_HELD1
 FH0347* NAVD 88 ORTHO HEIGHT -   136.209 (meters)      446.88  (feet) ADJUSTED
 FH0347  ______________________________________________________________________
 FH0347  GEOID HEIGHT    -        -31.137 (meters)                     GEOID18
 FH0347  DYNAMIC HEIGHT  -        136.074 (meters)      446.44  (feet) COMP
 FH0347  MODELED GRAVITY -    979,642.4   (mgal)                       NAVD 88
 FH0347
 FH0347  VERT ORDER      -  SECOND    CLASS 0
 FH0347
 FH0347.The horizontal coordinates were determined by differentially corrected
 FH0347.hand held GPS observations or other comparable positioning techniques
 FH0347.and have an estimated accuracy of +/- 3 meters.
 FH0347
 FH0347.The orthometric height was determined by differential leveling and
 FH0347.adjusted by the NATIONAL GEODETIC SURVEY
 FH0347.in June 1991.
 FH0347
 FH0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0347.GEOID18 height accuracy estimate available here.
 FH0347
 FH0347.Click photographs - Photos may exist for this station.
 FH0347
 FH0347.The dynamic height is computed by dividing the NAVD 88
 FH0347.geopotential number by the normal gravity value computed on the
 FH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0347.degrees latitude (g = 980.6199 gals.).
 FH0347
 FH0347.The modeled gravity was interpolated from observed gravity values.
 FH0347
 FH0347;                    North         East    Units  Estimated Accuracy
 FH0347;SPC OK S     -   204,593.7     904,798.9     MT  (+/- 3 meters HH1 GPS) 
 FH0347
 FH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4920888959(NAD 83)
 FH0347
 FH0347                          SUPERSEDED SURVEY CONTROL
 FH0347
 FH0347  NGVD 29 (??/??/92)  136.103  (m)          446.53   (f) ADJ UNCH    2 0
 FH0347
 FH0347.Superseded values are not recommended for survey control.
 FH0347
 FH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0347.See file dsdata.pdf to determine how the superseded data were derived.
 FH0347
 FH0347_MARKER: DB = BENCH MARK DISK
 FH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0347_STAMPING: P 67 1934
 FH0347_MARK LOGO: CGS
 FH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0347+STABILITY: SURFACE MOTION
 FH0347
 FH0347  HISTORY     - Date     Condition        Report By
 FH0347  HISTORY     - 1934     MONUMENTED       CGS
 FH0347  HISTORY     - 1959     GOOD             CGS
 FH0347
 FH0347                          STATION DESCRIPTION
 FH0347
 FH0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0347'2.4 MI S FROM PANAMA.
 FH0347'2.4 MILES SOUTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 FH0347'THE STATION AT PANAMA, LE FLORE COUNTY, ABOUT 300 FEET NORTH
 FH0347'OF THE STATION AT SHADY POINT, AND 40 FEET WEST OF THE TRACK.
 FH0347'A STANDARD DISK, STAMPED P 67 1934 AND SET IN THE TOP OF A
 FH0347'CONCRETE POST.  THE RAILROAD STATION HAS BEEN REMOVED FROM
 FH0347'SHADY POINT.  THE MARK IS ABOUT 200 FEET NORTH OF THE STATION
 FH0347'SIGN AND 40 FEET WEST OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0481 ***********************************************************************
 FH0481  DESIGNATION -  P 68
 FH0481  PID         -  FH0481
 FH0481  STATE/COUNTY-  OK/SEQUOYAH
 FH0481  COUNTRY     -  US
 FH0481  USGS QUAD   -  GORE (2019)
 FH0481
 FH0481                         *CURRENT SURVEY CONTROL
 FH0481  ______________________________________________________________________
 FH0481* NAD 83(1986) POSITION- 35 31 42.     (N) 095 07 04.     (W)   SCALED
 FH0481* NAVD 88 ORTHO HEIGHT -   151.925 (meters)      498.44  (feet) ADJUSTED
 FH0481  ______________________________________________________________________
 FH0481  GEOID HEIGHT    -        -29.810 (meters)                     GEOID18
 FH0481  DYNAMIC HEIGHT  -        151.786 (meters)      497.98  (feet) COMP
 FH0481  MODELED GRAVITY -    979,712.3   (mgal)                       NAVD 88
 FH0481
 FH0481  VERT ORDER      -  SECOND    CLASS 0
 FH0481
 FH0481.The horizontal coordinates were scaled from a map and have
 FH0481.an estimated accuracy of +/- 6 seconds.
 FH0481
 FH0481.The orthometric height was determined by differential leveling and
 FH0481.adjusted by the NATIONAL GEODETIC SURVEY
 FH0481.in June 1991.
 FH0481
 FH0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0481.GEOID18 height accuracy estimate available here.
 FH0481
 FH0481.Click photographs - Photos may exist for this station.
 FH0481
 FH0481.The dynamic height is computed by dividing the NAVD 88
 FH0481.geopotential number by the normal gravity value computed on the
 FH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0481.degrees latitude (g = 980.6199 gals.).
 FH0481
 FH0481.The modeled gravity was interpolated from observed gravity values.
 FH0481
 FH0481;                    North         East    Units  Estimated Accuracy
 FH0481;SPC OK N     -    62,500.      861,370.      MT  (+/- 180 meters Scaled)
 FH0481
 FH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV079336(NAD 83)
 FH0481
 FH0481                          SUPERSEDED SURVEY CONTROL
 FH0481
 FH0481  NGVD 29 (??/??/92)  151.803  (m)          498.04   (f) ADJ UNCH    2 0
 FH0481
 FH0481.Superseded values are not recommended for survey control.
 FH0481
 FH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0481.See file dsdata.pdf to determine how the superseded data were derived.
 FH0481
 FH0481_MARKER: DB = BENCH MARK DISK
 FH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0481_STAMPING: P 68 1934
 FH0481_MARK LOGO: CGS
 FH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0481+STABILITY: SURFACE MOTION
 FH0481
 FH0481  HISTORY     - Date     Condition        Report By
 FH0481  HISTORY     - 1934     MONUMENTED       CGS
 FH0481  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0481
 FH0481                          STATION DESCRIPTION
 FH0481
 FH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0481'AT GORE.
 FH0481'AT GORE MILEPOST 546.15 AT MISSOURI-PACIFIC RAILROAD CROSSING
 FH0481'WEST OF GORE DEPOT.  WHERE U.S. HIGHWAY 64 CROSSES THE TRACK.
 FH0481'70 FEET SOUTH OF THE TRACK, 40 FEET EAST OF THE CENTERLINE OF
 FH0481'U.S. HIGHWAY 64.  150 FEET WEST OF THE DEPOT.
 FH0481
 FH0481                          STATION RECOVERY (1974)
 FH0481
 FH0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0204 ***********************************************************************
 GG0204  DESIGNATION -  P 69
 GG0204  PID         -  GG0204
 GG0204  STATE/COUNTY-  OK/ADAIR
 GG0204  COUNTRY     -  US
 GG0204  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0204
 GG0204                         *CURRENT SURVEY CONTROL
 GG0204  ______________________________________________________________________
 GG0204* NAD 83(1986) POSITION- 36 08 38.     (N) 094 33 34.     (W)   SCALED
 GG0204* NAVD 88 ORTHO HEIGHT -   298.352 (meters)      978.84  (feet) ADJUSTED
 GG0204  ______________________________________________________________________
 GG0204  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 GG0204  DYNAMIC HEIGHT  -        298.089 (meters)      977.98  (feet) COMP
 GG0204  MODELED GRAVITY -    979,741.4   (mgal)                       NAVD 88
 GG0204
 GG0204  VERT ORDER      -  SECOND    CLASS 0
 GG0204
 GG0204.The horizontal coordinates were scaled from a map and have
 GG0204.an estimated accuracy of +/- 6 seconds.
 GG0204
 GG0204.The orthometric height was determined by differential leveling and
 GG0204.adjusted by the NATIONAL GEODETIC SURVEY
 GG0204.in June 1991.
 GG0204
 GG0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0204.GEOID18 height accuracy estimate available here.
 GG0204
 GG0204.Click photographs - Photos may exist for this station.
 GG0204
 GG0204.The dynamic height is computed by dividing the NAVD 88
 GG0204.geopotential number by the normal gravity value computed on the
 GG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0204.degrees latitude (g = 980.6199 gals.).
 GG0204
 GG0204.The modeled gravity was interpolated from observed gravity values.
 GG0204
 GG0204;                    North         East    Units  Estimated Accuracy
 GG0204;SPC OK N     -   132,400.      909,570.      MT  (+/- 180 meters Scaled)
 GG0204
 GG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA597010(NAD 83)
 GG0204
 GG0204                          SUPERSEDED SURVEY CONTROL
 GG0204
 GG0204  NGVD 29 (??/??/92)  298.219  (m)          978.41   (f) ADJ UNCH    2 0
 GG0204
 GG0204.Superseded values are not recommended for survey control.
 GG0204
 GG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0204.See file dsdata.pdf to determine how the superseded data were derived.
 GG0204
 GG0204_MARKER: DB = BENCH MARK DISK
 GG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0204_STAMPING: P 69 1934
 GG0204_MARK LOGO: CGS
 GG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0204+STABILITY: SURFACE MOTION
 GG0204
 GG0204  HISTORY     - Date     Condition        Report By
 GG0204  HISTORY     - 1934     MONUMENTED       CGS
 GG0204  HISTORY     - 1972     MARK NOT FOUND   USGS
 GG0204
 GG0204                          STATION DESCRIPTION
 GG0204
 GG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0204'AT OKLAHOMA STATE LINE.
 GG0204'AT OKLAHOMA STATE LINE.  ARKANSAS.  IN OKLAHOMA ON THE KANSAS
 GG0204'CITY SOUTHERN RAILROAD.  40 FEET NORTH OF THE TRACK.
 GG0204
 GG0204                          STATION RECOVERY (1972)
 GG0204
 GG0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GG0204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0052 ***********************************************************************
 FJ0052  DESIGNATION -  P 7
 FJ0052  PID         -  FJ0052
 FJ0052  STATE/COUNTY-  OK/OKFUSKEE
 FJ0052  COUNTRY     -  US
 FJ0052  USGS QUAD   -  BOLEY (2018)
 FJ0052
 FJ0052                         *CURRENT SURVEY CONTROL
 FJ0052  ______________________________________________________________________
 FJ0052* NAD 83(1986) POSITION- 35 28 48.     (N) 096 23 18.     (W)   SCALED
 FJ0052* NAVD 88 ORTHO HEIGHT -   296.776 (meters)      973.67  (feet) ADJUSTED
 FJ0052  ______________________________________________________________________
 FJ0052  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 FJ0052  DYNAMIC HEIGHT  -        296.495 (meters)      972.75  (feet) COMP
 FJ0052  MODELED GRAVITY -    979,678.7   (mgal)                       NAVD 88
 FJ0052
 FJ0052  VERT ORDER      -  FIRST     CLASS II
 FJ0052
 FJ0052.The horizontal coordinates were scaled from a map and have
 FJ0052.an estimated accuracy of +/- 6 seconds.
 FJ0052
 FJ0052.The orthometric height was determined by differential leveling and
 FJ0052.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0052.in June 1991.
 FJ0052
 FJ0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0052.GEOID18 height accuracy estimate available here.
 FJ0052
 FJ0052.Click photographs - Photos may exist for this station.
 FJ0052
 FJ0052.The dynamic height is computed by dividing the NAVD 88
 FJ0052.geopotential number by the normal gravity value computed on the
 FJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0052.degrees latitude (g = 980.6199 gals.).
 FJ0052
 FJ0052.The modeled gravity was interpolated from observed gravity values.
 FJ0052
 FJ0052;                    North         East    Units  Estimated Accuracy
 FJ0052;SPC OK N     -    54,470.      746,260.      MT  (+/- 180 meters Scaled)
 FJ0052
 FJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE369294(NAD 83)
 FJ0052
 FJ0052                          SUPERSEDED SURVEY CONTROL
 FJ0052
 FJ0052  NGVD 29 (??/??/92)  296.641  (m)          973.23   (f) ADJ UNCH    1 2
 FJ0052
 FJ0052.Superseded values are not recommended for survey control.
 FJ0052
 FJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0052.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0052
 FJ0052_MARKER: DB = BENCH MARK DISK
 FJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0052_STAMPING: 973.230 P 7 1933
 FJ0052_MARK LOGO: CGS
 FJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0052+STABILITY: SURFACE MOTION
 FJ0052
 FJ0052  HISTORY     - Date     Condition        Report By
 FJ0052  HISTORY     - 1933     MONUMENTED       CGS
 FJ0052  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0052  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0052
 FJ0052                          STATION DESCRIPTION
 FJ0052
 FJ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0052'0.6 MI W FROM CASTLE.
 FJ0052'0.6 MILES WEST 32 FT. NORTH OF CENTER LINE OF F.S. AND W. R. R.
 FJ0052'AT MILE POST 138 PLUS 28 POLES.  15 1/2 FT. SOUTH OF FENCE,
 FJ0052'64 FT. WEST OF CENTER LINE OF DIRT ROAD.
 FJ0052
 FJ0052                          STATION RECOVERY (1964)
 FJ0052
 FJ0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0052'MARK NOT FOUND.
 FJ0052
 FJ0052                          STATION RECOVERY (1984)
 FJ0052
 FJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0052'NOT RECOVERED, PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0229 ***********************************************************************
 GG0229  DESIGNATION -  P 70
 GG0229  PID         -  GG0229
 GG0229  STATE/COUNTY-  OK/DELAWARE
 GG0229  COUNTRY     -  US
 GG0229  USGS QUAD   -  GROVE (2018)
 GG0229
 GG0229                         *CURRENT SURVEY CONTROL
 GG0229  ______________________________________________________________________
 GG0229* NAD 83(1986) POSITION- 36 35 43.     (N) 094 46 08.     (W)   SCALED
 GG0229* NAVD 88 ORTHO HEIGHT -   231.210 (meters)      758.56  (feet) ADJUSTED
 GG0229  ______________________________________________________________________
 GG0229  GEOID HEIGHT    -        -28.970 (meters)                     GEOID18
 GG0229  DYNAMIC HEIGHT  -        231.017 (meters)      757.93  (feet) COMP
 GG0229  MODELED GRAVITY -    979,792.4   (mgal)                       NAVD 88
 GG0229
 GG0229  VERT ORDER      -  SECOND    CLASS 0
 GG0229
 GG0229.The horizontal coordinates were scaled from a map and have
 GG0229.an estimated accuracy of +/- 6 seconds.
 GG0229
 GG0229.The orthometric height was determined by differential leveling and
 GG0229.adjusted by the NATIONAL GEODETIC SURVEY
 GG0229.in June 1991.
 GG0229
 GG0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0229.GEOID18 height accuracy estimate available here.
 GG0229
 GG0229.Click photographs - Photos may exist for this station.
 GG0229
 GG0229.The dynamic height is computed by dividing the NAVD 88
 GG0229.geopotential number by the normal gravity value computed on the
 GG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0229.degrees latitude (g = 980.6199 gals.).
 GG0229
 GG0229.The modeled gravity was interpolated from observed gravity values.
 GG0229
 GG0229;                    North         East    Units  Estimated Accuracy
 GG0229;SPC OK N     -   181,820.      889,060.      MT  (+/- 180 meters Scaled)
 GG0229
 GG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA417514(NAD 83)
 GG0229
 GG0229                          SUPERSEDED SURVEY CONTROL
 GG0229
 GG0229  NGVD 29 (??/??/92)  231.117  (m)          758.26   (f) ADJ UNCH    2 0
 GG0229
 GG0229.Superseded values are not recommended for survey control.
 GG0229
 GG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0229.See file dsdata.pdf to determine how the superseded data were derived.
 GG0229
 GG0229_MARKER: DB = BENCH MARK DISK
 GG0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0229_STAMPING: P 70 1934
 GG0229_MARK LOGO: CGS
 GG0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0229+STABILITY: SURFACE MOTION
 GG0229
 GG0229  HISTORY     - Date     Condition        Report By
 GG0229  HISTORY     - 1934     MONUMENTED       CGS
 GG0229
 GG0229                          STATION DESCRIPTION
 GG0229
 GG0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0229'AT GROVE.
 GG0229'AT GROVE, DELAWARE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GG0229'RAILWAY, EAST OF THE STATION, AT MILEPOST 379, AT THE CROSSING
 GG0229'OF STATE HIGHWAY 25, 20 FEET EAST OF THE CENTERLINE OF THE
 GG0229'HIGHWAY, AND 40 FEET SOUTH OF THE TRACK.  A STANDARD DISK,
 GG0229'STAMPED P 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0696 ***********************************************************************
 GK0696  DESIGNATION -  P 71
 GK0696  PID         -  GK0696
 GK0696  STATE/COUNTY-  OK/TEXAS
 GK0696  COUNTRY     -  US
 GK0696  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0696
 GK0696                         *CURRENT SURVEY CONTROL
 GK0696  ______________________________________________________________________
 GK0696* NAD 83(1986) POSITION- 36 32 50.     (N) 101 50 06.     (W)   SCALED
 GK0696* NAVD 88 ORTHO HEIGHT -  1038.674 (meters)     3407.72  (feet) ADJUSTED
 GK0696  ______________________________________________________________________
 GK0696  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 GK0696  DYNAMIC HEIGHT  -       1037.565 (meters)     3404.08  (feet) COMP
 GK0696  MODELED GRAVITY -    979,528.5   (mgal)                       NAVD 88
 GK0696
 GK0696  VERT ORDER      -  SECOND    CLASS 0
 GK0696
 GK0696.The horizontal coordinates were scaled from a map and have
 GK0696.an estimated accuracy of +/- 6 seconds.
 GK0696
 GK0696.The orthometric height was determined by differential leveling and
 GK0696.adjusted by the NATIONAL GEODETIC SURVEY
 GK0696.in June 1991.
 GK0696
 GK0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0696.GEOID18 height accuracy estimate available here.
 GK0696
 GK0696.Click photographs - Photos may exist for this station.
 GK0696
 GK0696.The dynamic height is computed by dividing the NAVD 88
 GK0696.geopotential number by the normal gravity value computed on the
 GK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0696.degrees latitude (g = 980.6199 gals.).
 GK0696
 GK0696.The modeled gravity was interpolated from observed gravity values.
 GK0696
 GK0696;                    North         East    Units  Estimated Accuracy
 GK0696;SPC OK N     -   178,450.      256,730.      MT  (+/- 180 meters Scaled)
 GK0696
 GK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF462483(NAD 83)
 GK0696
 GK0696                          SUPERSEDED SURVEY CONTROL
 GK0696
 GK0696  NGVD 29 (??/??/92) 1038.194  (m)         3406.14   (f) ADJ UNCH    2 0
 GK0696
 GK0696.Superseded values are not recommended for survey control.
 GK0696
 GK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0696.See file dsdata.pdf to determine how the superseded data were derived.
 GK0696
 GK0696_MARKER: DB = BENCH MARK DISK
 GK0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0696_STAMPING: P 71 1935
 GK0696_MARK LOGO: CGS
 GK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0696+STABILITY: SURFACE MOTION
 GK0696
 GK0696  HISTORY     - Date     Condition        Report By
 GK0696  HISTORY     - 1935     MONUMENTED       CGS
 GK0696  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0696
 GK0696                          STATION DESCRIPTION
 GK0696
 GK0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0696'5.8 MI NW FROM TEXHOMA.
 GK0696'5.8 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0696'TEXAS COUNTY, ABOUT 1.0 MILE NORTH OF A CURVE, 20 FEET EAST OF THE
 GK0696'CENTER OF A ROAD CROSSING, 30 FEET WEST OF THE CENTER LINE OF THE
 GK0696'NORTH-AND-SOUTH ROAD, AND 2 FEET EAST OF A FENCE-CORNER POST. A
 GK0696'STANDARD DISK, STAMPED P 71 1935 AND SET IN THE TOP OF A CONCRETE
 GK0696'POST.
 GK0696
 GK0696                          STATION RECOVERY (1973)
 GK0696
 GK0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0761 ***********************************************************************
 GK0761  DESIGNATION -  P 74
 GK0761  PID         -  GK0761
 GK0761  STATE/COUNTY-  OK/TEXAS
 GK0761  COUNTRY     -  US
 GK0761  USGS QUAD   -  EVA SE (2018)
 GK0761
 GK0761                         *CURRENT SURVEY CONTROL
 GK0761  ______________________________________________________________________
 GK0761* NAD 83(1986) POSITION- 36 45 43.     (N) 101 47 55.     (W)   SCALED
 GK0761* NAVD 88 ORTHO HEIGHT -  1047.291 (meters)     3435.99  (feet) ADJUSTED
 GK0761  ______________________________________________________________________
 GK0761  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 GK0761  DYNAMIC HEIGHT  -       1046.200 (meters)     3432.41  (feet) COMP
 GK0761  MODELED GRAVITY -    979,554.1   (mgal)                       NAVD 88
 GK0761
 GK0761  VERT ORDER      -  SECOND    CLASS 0
 GK0761
 GK0761.The horizontal coordinates were scaled from a map and have
 GK0761.an estimated accuracy of +/- 6 seconds.
 GK0761
 GK0761.The orthometric height was determined by differential leveling and
 GK0761.adjusted by the NATIONAL GEODETIC SURVEY
 GK0761.in June 1991.
 GK0761
 GK0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0761.GEOID18 height accuracy estimate available here.
 GK0761
 GK0761.Click photographs - Photos may exist for this station.
 GK0761
 GK0761.The dynamic height is computed by dividing the NAVD 88
 GK0761.geopotential number by the normal gravity value computed on the
 GK0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0761.degrees latitude (g = 980.6199 gals.).
 GK0761
 GK0761.The modeled gravity was interpolated from observed gravity values.
 GK0761
 GK0761;                    North         East    Units  Estimated Accuracy
 GK0761;SPC OK N     -   202,130.      260,920.      MT  (+/- 180 meters Scaled)
 GK0761
 GK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF501721(NAD 83)
 GK0761
 GK0761                          SUPERSEDED SURVEY CONTROL
 GK0761
 GK0761  NGVD 29 (??/??/92) 1046.828  (m)         3434.47   (f) ADJ UNCH    2 0
 GK0761
 GK0761.Superseded values are not recommended for survey control.
 GK0761
 GK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0761.See file dsdata.pdf to determine how the superseded data were derived.
 GK0761
 GK0761_MARKER: DB = BENCH MARK DISK
 GK0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0761_SP_SET: BOX CULVERT HEADWALL
 GK0761_STAMPING: P 74 1935
 GK0761_MARK LOGO: CGS
 GK0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0761+STABILITY: SURFACE MOTION
 GK0761
 GK0761  HISTORY     - Date     Condition        Report By
 GK0761  HISTORY     - 1935     MONUMENTED       CGS
 GK0761
 GK0761                          STATION DESCRIPTION
 GK0761
 GK0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0761'22.0 MI W FROM GUYMON.
 GK0761'22.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, ON THE S. CURB
 GK0761'OF A CONCRETE BOX CULVERT, AT THE E. END OF THE CULVERT, 60 FT. E. OF
 GK0761'THE CENTER LINE OF THE CROSS ROAD, AND 18 1/2 FT. S. OF THE CENTER
 GK0761'LINE OF THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0744 ***********************************************************************
 GK0744  DESIGNATION -  P 75 RESET
 GK0744  PID         -  GK0744
 GK0744  STATE/COUNTY-  OK/TEXAS
 GK0744  COUNTRY     -  US
 GK0744  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0744
 GK0744                         *CURRENT SURVEY CONTROL
 GK0744  ______________________________________________________________________
 GK0744* NAD 83(1986) POSITION- 36 58 46.     (N) 101 54 05.     (W)   SCALED
 GK0744* NAVD 88 ORTHO HEIGHT -  1115.90  (+/-2cm)     3661.1   (feet) VERTCON3
 GK0744  ______________________________________________________________________
 GK0744  GEOID HEIGHT    -        -25.086 (meters)                     GEOID18
 GK0744  VERT ORDER      -  THIRD (See Below)
 GK0744
 GK0744.The horizontal coordinates were scaled from a map and have
 GK0744.an estimated accuracy of +/- 6 seconds.
 GK0744
 GK0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0744
 GK0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0744.GEOID18 height accuracy estimate available here.
 GK0744
 GK0744.The vertical order pertains to the NGVD 29 superseded value.
 GK0744
 GK0744.Click photographs - Photos may exist for this station.
 GK0744
 GK0744;                    North         East    Units  Estimated Accuracy
 GK0744;SPC OK N     -   226,620.      252,720.      MT  (+/- 180 meters Scaled)
 GK0744
 GK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF417965(NAD 83)
 GK0744
 GK0744                          SUPERSEDED SURVEY CONTROL
 GK0744
 GK0744  NGVD 29 (??/??/??) 1115.42   (m)         3659.5    (f) RESET       3  
 GK0744
 GK0744.Superseded values are not recommended for survey control.
 GK0744
 GK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0744.See file dsdata.pdf to determine how the superseded data were derived.
 GK0744
 GK0744_MARKER: DB = BENCH MARK DISK
 GK0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0744_STAMPING: P 75 RESET 1955
 GK0744_MARK LOGO: CGS
 GK0744_PROJECTION: FLUSH
 GK0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0744+STABILITY: SURFACE MOTION
 GK0744
 GK0744  HISTORY     - Date     Condition        Report By
 GK0744  HISTORY     - 1955     MONUMENTED       CGS
 GK0744
 GK0744                          STATION DESCRIPTION
 GK0744
 GK0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GK0744'1.7 MI S FROM ELKHART, KANSAS.
 GK0744'IN TEXAS COUNTY, OKLAHOMA, ABOUT 01.7 MILES SOUTH ALONG STATE HIGHWAY
 GK0744'NO. 95 FROM MAIN STREET IN ELKHART, MORTON COUNTY, KANSAS, AT A ROAD
 GK0744'CROSSING IN THE SOUTHEAST CORNER OF THE INTERSECTION, 130 FEET EAST OF
 GK0744'THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF
 GK0744'THE EASTWEST ROAD AND NEAR THE NORTHWEST CORNER OF THE BUCK FARMYARD.
 GK0744'A STANDARD DISK STAMPED P 7 RESET 1955 AND SET IN A CONCRETE MONUMENT
 GK0744'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0311 ***********************************************************************
 FH0311  DESIGNATION -  P 76
 FH0311  PID         -  FH0311
 FH0311  STATE/COUNTY-  OK/SEQUOYAH
 FH0311  COUNTRY     -  US
 FH0311  USGS QUAD   -  VIAN (2019)
 FH0311
 FH0311                         *CURRENT SURVEY CONTROL
 FH0311  ______________________________________________________________________
 FH0311* NAD 83(1986) POSITION- 35 27 54.     (N) 094 53 06.     (W)   SCALED
 FH0311* NAVD 88 ORTHO HEIGHT -   189.962 (meters)      623.23  (feet) ADJUSTED
 FH0311  ______________________________________________________________________
 FH0311  GEOID HEIGHT    -        -29.968 (meters)                     GEOID18
 FH0311  DYNAMIC HEIGHT  -        189.786 (meters)      622.66  (feet) COMP
 FH0311  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 FH0311
 FH0311  VERT ORDER      -  SECOND    CLASS 0
 FH0311
 FH0311.The horizontal coordinates were scaled from a map and have
 FH0311.an estimated accuracy of +/- 6 seconds.
 FH0311
 FH0311.The orthometric height was determined by differential leveling and
 FH0311.adjusted by the NATIONAL GEODETIC SURVEY
 FH0311.in June 1991.
 FH0311
 FH0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0311.GEOID18 height accuracy estimate available here.
 FH0311
 FH0311.Click photographs - Photos may exist for this station.
 FH0311
 FH0311.The dynamic height is computed by dividing the NAVD 88
 FH0311.geopotential number by the normal gravity value computed on the
 FH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0311.degrees latitude (g = 980.6199 gals.).
 FH0311
 FH0311.The modeled gravity was interpolated from observed gravity values.
 FH0311
 FH0311;                    North         East    Units  Estimated Accuracy
 FH0311;SPC OK N     -    56,130.      882,700.      MT  (+/- 180 meters Scaled)
 FH0311
 FH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV289262(NAD 83)
 FH0311
 FH0311                          SUPERSEDED SURVEY CONTROL
 FH0311
 FH0311  NGVD 29 (??/??/92)  189.848  (m)          622.86   (f) ADJ UNCH    2 0
 FH0311
 FH0311.Superseded values are not recommended for survey control.
 FH0311
 FH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0311.See file dsdata.pdf to determine how the superseded data were derived.
 FH0311
 FH0311_MARKER: DB = BENCH MARK DISK
 FH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0311_STAMPING: P 76 1940
 FH0311_MARK LOGO: CGS
 FH0311_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0311+STABILITY: SURFACE MOTION
 FH0311
 FH0311  HISTORY     - Date     Condition        Report By
 FH0311  HISTORY     - 1940     MONUMENTED       CGS
 FH0311  HISTORY     - 1959     GOOD             CGS
 FH0311
 FH0311                          STATION DESCRIPTION
 FH0311
 FH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0311'5.5 MI W FROM SALLISAW.
 FH0311'5.5 MILES WEST OF POST OFFICE AT SALLISAW TO REACH FROM POST
 FH0311'OFFICE AT SALLISAW, PROCEED WEST ON U.S. HIGHWAY NO. 64, GO 5.5
 FH0311'MILES, TURN RIGHT (NORTH) ONTO GRADED ROAD WHICH GOES TO MC KEY
 FH0311'SIDING, GO 0.1 MILE.  BENCH MARK IS 1.1 MILE SOUTH OF MC KEY
 FH0311'SIDING, 22 FEET WEST OF CENTER LINE OF GRADED ROAD, 1.4 FEET
 FH0311'SOUTHWEST OF FENCE CORNER, 2.4 FEET WEST OF A 4 X 4 INCH WOODEN
 FH0311'POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.5
 FH0311'FOOT.
 FH0311
 FH0311                          STATION RECOVERY (1959)
 FH0311
 FH0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0478 ***********************************************************************
 FH0478  DESIGNATION -  P 77
 FH0478  PID         -  FH0478
 FH0478  STATE/COUNTY-  OK/SEQUOYAH
 FH0478  COUNTRY     -  US
 FH0478  USGS QUAD   -  GORE (2019)
 FH0478
 FH0478                         *CURRENT SURVEY CONTROL
 FH0478  ______________________________________________________________________
 FH0478* NAD 83(1986) POSITION- 35 31 05.     (N) 095 06 06.     (W)   SCALED
 FH0478* NAVD 88 ORTHO HEIGHT -   146.566 (meters)      480.86  (feet) ADJUSTED
 FH0478  ______________________________________________________________________
 FH0478  GEOID HEIGHT    -        -29.838 (meters)                     GEOID18
 FH0478  DYNAMIC HEIGHT  -        146.430 (meters)      480.41  (feet) COMP
 FH0478  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 FH0478
 FH0478  VERT ORDER      -  SECOND    CLASS 0
 FH0478
 FH0478.The horizontal coordinates were scaled from a map and have
 FH0478.an estimated accuracy of +/- 6 seconds.
 FH0478
 FH0478.The orthometric height was determined by differential leveling and
 FH0478.adjusted by the NATIONAL GEODETIC SURVEY
 FH0478.in June 1991.
 FH0478
 FH0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0478.GEOID18 height accuracy estimate available here.
 FH0478
 FH0478.Click photographs - Photos may exist for this station.
 FH0478
 FH0478.The dynamic height is computed by dividing the NAVD 88
 FH0478.geopotential number by the normal gravity value computed on the
 FH0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0478.degrees latitude (g = 980.6199 gals.).
 FH0478
 FH0478.The modeled gravity was interpolated from observed gravity values.
 FH0478
 FH0478;                    North         East    Units  Estimated Accuracy
 FH0478;SPC OK N     -    61,400.      862,870.      MT  (+/- 180 meters Scaled)
 FH0478
 FH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV094325(NAD 83)
 FH0478
 FH0478                          SUPERSEDED SURVEY CONTROL
 FH0478
 FH0478  NGVD 29 (??/??/92)  146.444  (m)          480.46   (f) ADJ UNCH    2 0
 FH0478
 FH0478.Superseded values are not recommended for survey control.
 FH0478
 FH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0478.See file dsdata.pdf to determine how the superseded data were derived.
 FH0478
 FH0478_MARKER: DB = BENCH MARK DISK
 FH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0478_STAMPING: P 77 1940
 FH0478_MARK LOGO: CGS
 FH0478_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0478+STABILITY: SURFACE MOTION
 FH0478
 FH0478  HISTORY     - Date     Condition        Report By
 FH0478  HISTORY     - 1940     MONUMENTED       CGS
 FH0478  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0478
 FH0478                          STATION DESCRIPTION
 FH0478
 FH0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0478'1.1 MI E FROM GORE.
 FH0478'1.1 MILE EAST OF MISSOURI PACIFIC RAILROAD STATION.  BENCH
 FH0478'MARK IS LOCATED BETWEEN U.S. HIGHWAY AND THE MISSOURI PACIFIC
 FH0478'RAILROAD TRACK, 47 FEET TOWARDS THE HIGHWAY (NORTH) FROM CENTER
 FH0478'LINE OF THE TRACK, 33 FEET TOWARDS THE RAILROAD (SOUTH) FROM
 FH0478'THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTHEAST OF THE SOUTH
 FH0478'END OF A HIGHWAY CULVERT, ACROSS THE TRACK FROM MILE POST NO.
 FH0478'545/10, 3 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FH0478'PROJECTING 2 FEET.  MONUMENT PROJECTS 0.8 FOOT.
 FH0478
 FH0478                          STATION RECOVERY (1974)
 FH0478
 FH0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0587 ***********************************************************************
 FH0587  DESIGNATION -  P 78
 FH0587  PID         -  FH0587
 FH0587  STATE/COUNTY-  OK/MUSKOGEE
 FH0587  COUNTRY     -  US
 FH0587  USGS QUAD   -  STIGLER WEST (2018)
 FH0587
 FH0587                         *CURRENT SURVEY CONTROL
 FH0587  ______________________________________________________________________
 FH0587* NAD 83(1986) POSITION- 35 19 32.     (N) 095 13 05.     (W)   SCALED
 FH0587* NAVD 88 ORTHO HEIGHT -   182.248 (meters)      597.93  (feet) ADJUSTED
 FH0587  ______________________________________________________________________
 FH0587  GEOID HEIGHT    -        -30.339 (meters)                     GEOID18
 FH0587  DYNAMIC HEIGHT  -        182.074 (meters)      597.35  (feet) COMP
 FH0587  MODELED GRAVITY -    979,676.6   (mgal)                       NAVD 88
 FH0587
 FH0587  VERT ORDER      -  SECOND    CLASS 0
 FH0587
 FH0587.The horizontal coordinates were scaled from a map and have
 FH0587.an estimated accuracy of +/- 6 seconds.
 FH0587
 FH0587.The orthometric height was determined by differential leveling and
 FH0587.adjusted by the NATIONAL GEODETIC SURVEY
 FH0587.in June 1991.
 FH0587
 FH0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0587.GEOID18 height accuracy estimate available here.
 FH0587
 FH0587.Click photographs - Photos may exist for this station.
 FH0587
 FH0587.The dynamic height is computed by dividing the NAVD 88
 FH0587.geopotential number by the normal gravity value computed on the
 FH0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0587.degrees latitude (g = 980.6199 gals.).
 FH0587
 FH0587.The modeled gravity was interpolated from observed gravity values.
 FH0587
 FH0587;                    North         East    Units  Estimated Accuracy
 FH0587;SPC OK N     -    39,750.      852,930.      MT  (+/- 180 meters Scaled)
 FH0587
 FH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV983114(NAD 83)
 FH0587
 FH0587                          SUPERSEDED SURVEY CONTROL
 FH0587
 FH0587  NGVD 29 (??/??/92)  182.142  (m)          597.58   (f) ADJ UNCH    2 0
 FH0587
 FH0587.Superseded values are not recommended for survey control.
 FH0587
 FH0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0587.See file dsdata.pdf to determine how the superseded data were derived.
 FH0587
 FH0587_MARKER: DB = BENCH MARK DISK
 FH0587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0587_SP_SET: CULVERT HEADWALL
 FH0587_STAMPING: P 78 1940
 FH0587_MARK LOGO: CGS
 FH0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0587+STABILITY: SURFACE MOTION
 FH0587
 FH0587  HISTORY     - Date     Condition        Report By
 FH0587  HISTORY     - 1940     MONUMENTED       CGS
 FH0587  HISTORY     - 1960     GOOD             CGS
 FH0587
 FH0587                          STATION DESCRIPTION
 FH0587
 FH0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0587'3.2 MI NE FROM BRIARTOWN.
 FH0587'THIS MARK IS REACHED BY GOING NORTH FROM BRIARTOWN ABOUT 2.5 MILES,
 FH0587'THENCE EAST AND SOUTHEAST ABOUT 1.35 MILE TO MARK ON RIGHT, ABOUT
 FH0587'0.1 MILE EAST OF POINT WHERE ROAD TURNS TO EAST AND IS IN THE
 FH0587'WEST END OF THE SOUTH HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0565 ***********************************************************************
 FH0565  DESIGNATION -  P 79
 FH0565  PID         -  FH0565
 FH0565  STATE/COUNTY-  OK/MUSKOGEE
 FH0565  COUNTRY     -  US
 FH0565  USGS QUAD   -  WEBBERS FALLS (2018)
 FH0565
 FH0565                         *CURRENT SURVEY CONTROL
 FH0565  ______________________________________________________________________
 FH0565* NAD 83(1986) POSITION- 35 30 44.     (N) 095 07 36.     (W)   SCALED
 FH0565* NAVD 88 ORTHO HEIGHT -   149.174 (meters)      489.42  (feet) ADJUSTED
 FH0565  ______________________________________________________________________
 FH0565  GEOID HEIGHT    -        -29.859 (meters)                     GEOID18
 FH0565  DYNAMIC HEIGHT  -        149.036 (meters)      488.96  (feet) COMP
 FH0565  MODELED GRAVITY -    979,709.9   (mgal)                       NAVD 88
 FH0565
 FH0565  VERT ORDER      -  SECOND    CLASS 0
 FH0565
 FH0565.The horizontal coordinates were scaled from a map and have
 FH0565.an estimated accuracy of +/- 6 seconds.
 FH0565
 FH0565.The orthometric height was determined by differential leveling and
 FH0565.adjusted by the NATIONAL GEODETIC SURVEY
 FH0565.in June 1991.
 FH0565
 FH0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0565.GEOID18 height accuracy estimate available here.
 FH0565
 FH0565.Click photographs - Photos may exist for this station.
 FH0565
 FH0565.The dynamic height is computed by dividing the NAVD 88
 FH0565.geopotential number by the normal gravity value computed on the
 FH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0565.degrees latitude (g = 980.6199 gals.).
 FH0565
 FH0565.The modeled gravity was interpolated from observed gravity values.
 FH0565
 FH0565;                    North         East    Units  Estimated Accuracy
 FH0565;SPC OK N     -    60,690.      860,620.      MT  (+/- 180 meters Scaled)
 FH0565
 FH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV071319(NAD 83)
 FH0565
 FH0565                          SUPERSEDED SURVEY CONTROL
 FH0565
 FH0565  NGVD 29 (??/??/92)  149.052  (m)          489.01   (f) ADJ UNCH    2 0
 FH0565
 FH0565.Superseded values are not recommended for survey control.
 FH0565
 FH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0565.See file dsdata.pdf to determine how the superseded data were derived.
 FH0565
 FH0565_MARKER: DB = BENCH MARK DISK
 FH0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0565_SP_SET: BRIDGE
 FH0565_STAMPING: P 7R 1940
 FH0565_MARK LOGO: CGS
 FH0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0565
 FH0565  HISTORY     - Date     Condition        Report By
 FH0565  HISTORY     - 1940     MONUMENTED       CGS
 FH0565  HISTORY     - 20210413 MARK NOT FOUND   OKDOT
 FH0565
 FH0565                          STATION DESCRIPTION
 FH0565
 FH0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0565'AT WEBBERS FALLS.
 FH0565'AT WEBBERS FALLS.  BENCH MARK IS AT THE SOUTH END OF THE U.S.
 FH0565'HIGHWAY BRIDGE OVER THE ARKANSAS RIVER, 12 FEET EAST OF THE
 FH0565'CENTER LINE OF THE BRIDGE, 2 FEET BELOW THE FLOOR, SET FLUSH
 FH0565'AND HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH PIER
 FH0565'OF THE BRIDGE.
 FH0565
 FH0565                          STATION RECOVERY (2021)
 FH0565
 FH0565'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0565'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0352 ***********************************************************************
 FJ0352  DESIGNATION -  P 80
 FJ0352  PID         -  FJ0352
 FJ0352  STATE/COUNTY-  OK/OKLAHOMA
 FJ0352  COUNTRY     -  US
 FJ0352  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0352
 FJ0352                         *CURRENT SURVEY CONTROL
 FJ0352  ______________________________________________________________________
 FJ0352* NAD 83(1986) POSITION- 35 23 30.     (N) 097 31 53.     (W)   SCALED
 FJ0352* NAVD 88 ORTHO HEIGHT -   380.461 (meters)     1248.23  (feet) ADJUSTED
 FJ0352  ______________________________________________________________________
 FJ0352  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 FJ0352  DYNAMIC HEIGHT  -        380.095 (meters)     1247.03  (feet) COMP
 FJ0352  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 FJ0352
 FJ0352  VERT ORDER      -  SECOND    CLASS 0
 FJ0352
 FJ0352.The horizontal coordinates were scaled from a map and have
 FJ0352.an estimated accuracy of +/- 6 seconds.
 FJ0352
 FJ0352.The orthometric height was determined by differential leveling and
 FJ0352.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0352.in August 1994.
 FJ0352
 FJ0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0352.GEOID18 height accuracy estimate available here.
 FJ0352
 FJ0352.Click photographs - Photos may exist for this station.
 FJ0352
 FJ0352.The dynamic height is computed by dividing the NAVD 88
 FJ0352.geopotential number by the normal gravity value computed on the
 FJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0352.degrees latitude (g = 980.6199 gals.).
 FJ0352
 FJ0352.The modeled gravity was interpolated from observed gravity values.
 FJ0352
 FJ0352;                    North         East    Units  Estimated Accuracy
 FJ0352;SPC OK N     -    43,560.      642,580.      MT  (+/- 180 meters Scaled)
 FJ0352
 FJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE333174(NAD 83)
 FJ0352
 FJ0352                          SUPERSEDED SURVEY CONTROL
 FJ0352
 FJ0352  NAVD 88 (06/15/91)  380.533  (m)         1248.47   (f) SUPERSEDED  2 0
 FJ0352  NGVD 29 (??/??/92)  380.400  (m)         1248.03   (f) ADJ UNCH    2 0
 FJ0352
 FJ0352.Superseded values are not recommended for survey control.
 FJ0352
 FJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0352.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0352
 FJ0352_MARKER: DB = BENCH MARK DISK
 FJ0352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0352_SP_SET: CULVERT HEADWALL
 FJ0352_STAMPING: P 80 1957
 FJ0352_MARK LOGO: CGS
 FJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0352+STABILITY: SURFACE MOTION
 FJ0352
 FJ0352  HISTORY     - Date     Condition        Report By
 FJ0352  HISTORY     - 1957     MONUMENTED       CGS
 FJ0352  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0352  HISTORY     - 20210120 MARK NOT FOUND   OKDOT
 FJ0352  HISTORY     - 20210121 MARK NOT FOUND   OKDOT
 FJ0352
 FJ0352                          STATION DESCRIPTION
 FJ0352
 FJ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FJ0352'3.7 MI E FROM WILL ROGERS AIRPORT.
 FJ0352'LOCATED 3.7 MILES EAST ALONG S.W. 74 TH ST. FROM THE WILL ROGERS
 FJ0352'AIRPORT.  TO REACH FROM THE INTERSECTION OF U.S. RT. 77 AND
 FJ0352'S.W. 74 TH ST. GO 1.4 MILES WEST ALONG S.W. 74 TH ST.  MARK IS
 FJ0352'SET IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A CULVERT AND
 FJ0352'IS 18.1 FT. NORTH OF THE CENTER LINE OF S.W. 74 TH ST., AND
 FJ0352'ABOUT 0.8 FT. ABOVE ROAD ELEVATION.  CULVERT IS 0.1 MILE WEST
 FJ0352'OF WESTERN AVE.
 FJ0352
 FJ0352                          STATION RECOVERY (1985)
 FJ0352
 FJ0352'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0352'MARK NOT FOUND.
 FJ0352
 FJ0352                          STATION RECOVERY (2021)
 FJ0352
 FJ0352'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0352'REPORTED NOT FOUND 19850430 BY USPSQD - NOT FOUND 20210120 OKDOT.
 FJ0352
 FJ0352                          STATION RECOVERY (2021)
 FJ0352
 FJ0352'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0304 ***********************************************************************
 GJ0304  DESIGNATION -  P 81
 GJ0304  PID         -  GJ0304
 GJ0304  STATE/COUNTY-  OK/ELLIS
 GJ0304  COUNTRY     -  US
 GJ0304  USGS QUAD   -  GAGE (2018)
 GJ0304
 GJ0304                         *CURRENT SURVEY CONTROL
 GJ0304  ______________________________________________________________________
 GJ0304* NAD 83(1986) POSITION- 36 17 50.     (N) 099 45 59.     (W)   SCALED
 GJ0304* NAVD 88 ORTHO HEIGHT -   667.186 (meters)     2188.93  (feet) ADJUSTED
 GJ0304  ______________________________________________________________________
 GJ0304  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GJ0304  DYNAMIC HEIGHT  -        666.515 (meters)     2186.72  (feet) COMP
 GJ0304  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 GJ0304
 GJ0304  VERT ORDER      -  FIRST     CLASS II
 GJ0304
 GJ0304.This mark is at Gage Airport (GAG)
 GJ0304
 GJ0304.The horizontal coordinates were scaled from a map and have
 GJ0304.an estimated accuracy of +/- 6 seconds.
 GJ0304
 GJ0304.The orthometric height was determined by differential leveling and
 GJ0304.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0304.in June 1991.
 GJ0304
 GJ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0304.GEOID18 height accuracy estimate available here.
 GJ0304
 GJ0304.Click photographs - Photos may exist for this station.
 GJ0304
 GJ0304.The dynamic height is computed by dividing the NAVD 88
 GJ0304.geopotential number by the normal gravity value computed on the
 GJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0304.degrees latitude (g = 980.6199 gals.).
 GJ0304
 GJ0304.The modeled gravity was interpolated from observed gravity values.
 GJ0304
 GJ0304;                    North         East    Units  Estimated Accuracy
 GJ0304;SPC OK N     -   145,370.      441,350.      MT  (+/- 180 meters Scaled)
 GJ0304
 GJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF311171(NAD 83)
 GJ0304
 GJ0304                          SUPERSEDED SURVEY CONTROL
 GJ0304
 GJ0304  NGVD 29 (??/??/92)  666.895  (m)         2187.97   (f) ADJ UNCH    1 2
 GJ0304
 GJ0304.Superseded values are not recommended for survey control.
 GJ0304
 GJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0304.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0304
 GJ0304_MARKER: DB = BENCH MARK DISK
 GJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0304_STAMPING: P 81 1945
 GJ0304_MARK LOGO: CGS
 GJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0304+STABILITY: SURFACE MOTION
 GJ0304
 GJ0304  HISTORY     - Date     Condition        Report By
 GJ0304  HISTORY     - 1945     MONUMENTED       CGS
 GJ0304  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0304
 GJ0304                          STATION DESCRIPTION
 GJ0304
 GJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0304'2 MI SW FROM GAGE.
 GJ0304'IT IS 2.0 MILES SOUTHWEST OF GAGE, AT THE ENTRANCE TO THE GAGE
 GJ0304'MUNICIPAL AIRPORT, 18 FEET WEST OF THE CENTER LINE OF THE ROAD
 GJ0304'ALONG THE EAST SIDE OF THE AIRPORT, 21 FEET NORTH OF THE CENTER
 GJ0304'LINE OF THE ROAD INTO THE AIRPORT AND 3 FEET SOUTHEAST OF A
 GJ0304'4X4-INCH WHITE REFERENCE POST.  IT PROJECTS ABOUT 6 INCHES.
 GJ0304
 GJ0304                          STATION RECOVERY (1969)
 GJ0304
 GJ0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0504 ***********************************************************************
 FJ0504  DESIGNATION -  P 9
 FJ0504  PID         -  FJ0504
 FJ0504  STATE/COUNTY-  OK/OKLAHOMA
 FJ0504  COUNTRY     -  US
 FJ0504  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0504
 FJ0504                         *CURRENT SURVEY CONTROL
 FJ0504  ______________________________________________________________________
 FJ0504* NAD 83(1986) POSITION- 35 27 25.4    (N) 097 30 57.9    (W)   HD_HELD2
 FJ0504* NAVD 88 ORTHO HEIGHT -   363.723 (meters)     1193.31  (feet) ADJUSTED
 FJ0504  ______________________________________________________________________
 FJ0504  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 FJ0504  DYNAMIC HEIGHT  -        363.375 (meters)     1192.17  (feet) COMP
 FJ0504  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 FJ0504
 FJ0504  VERT ORDER      -  FIRST     CLASS II
 FJ0504
 FJ0504.The horizontal coordinates were established by autonomous hand held GPS
 FJ0504.observations and have an estimated accuracy of +/- 10 meters.
 FJ0504
 FJ0504.The orthometric height was determined by differential leveling and
 FJ0504.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0504.in August 1994.
 FJ0504
 FJ0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0504.GEOID18 height accuracy estimate available here.
 FJ0504
 FJ0504.Click photographs - Photos may exist for this station.
 FJ0504
 FJ0504.The dynamic height is computed by dividing the NAVD 88
 FJ0504.geopotential number by the normal gravity value computed on the
 FJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0504.degrees latitude (g = 980.6199 gals.).
 FJ0504
 FJ0504.The modeled gravity was interpolated from observed gravity values.
 FJ0504
 FJ0504;                    North         East    Units  Estimated Accuracy
 FJ0504;SPC OK N     -    50,822.      643,930.      MT  (+/- 10 meters HH2 GPS)
 FJ0504
 FJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3465724742(NAD 83)
 FJ0504
 FJ0504                          SUPERSEDED SURVEY CONTROL
 FJ0504
 FJ0504  NAVD 88 (06/15/91)  363.798  (m)         1193.56   (f) SUPERSEDED  1 2
 FJ0504  NGVD 29 (??/??/92)  363.662  (m)         1193.11   (f) ADJ UNCH    1 2
 FJ0504
 FJ0504.Superseded values are not recommended for survey control.
 FJ0504
 FJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0504.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0504
 FJ0504_MARKER: DB = BENCH MARK DISK
 FJ0504_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0504_SP_SET: CURB
 FJ0504_STAMPING: P 9 1933 1193.114
 FJ0504_MARK LOGO: CGS
 FJ0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0504+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 FJ0504
 FJ0504  HISTORY     - Date     Condition        Report By
 FJ0504  HISTORY     - 1933     MONUMENTED       CGS
 FJ0504  HISTORY     - 1934     GOOD             CGS
 FJ0504  HISTORY     - 1984     GOOD             NGS
 FJ0504  HISTORY     - 1988     GOOD             USPSQD
 FJ0504  HISTORY     - 19940114 GOOD             NGS
 FJ0504  HISTORY     - 19940126 GOOD             NGS
 FJ0504  HISTORY     - 20090318 GOOD             INDIV
 FJ0504
 FJ0504                          STATION DESCRIPTION
 FJ0504
 FJ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0504'AT OKLAHOMA CITY.
 FJ0504'500 FT. EAST OF UNION DEPOT, SET IN WEST CURB OF EAST WALK ON
 FJ0504'ROBINSON ST. UNDER PASS, 1/2 FT. EAST OF EAST BANNISTERS.  48.6
 FJ0504'FT. NORTH OF CENTER LINE OF NEAREST TRACK OF ROCK ISLAND R.R.
 FJ0504'IN EAST RETAINING WALL, 1/2 FOOT EAST OF BANNISTER SAME BEING
 FJ0504'IN TOP OF WEST CURB OF UPPER EAST DRIVEWAY.
 FJ0504
 FJ0504                          STATION RECOVERY (1934)
 FJ0504
 FJ0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0504'RECOVERED IN GOOD CONDITION.
 FJ0504
 FJ0504                          STATION RECOVERY (1984)
 FJ0504
 FJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0504'RECOVERED IN GOOD CONDITION.  NOTE, THE MARK WAS FOUND TO BE ABOUT
 FJ0504'0.2 KM (0.15 MI) EAST OF THE UNION STATION.  ADD, ABOUT 5.48 METERS
 FJ0504'(18.0 FT) ABOVE ROBINSON STREET.  ADD, ABOUT 3.96 METERS (13.0 FT)
 FJ0504'NORTH OF THE NORTH END OF THE ROBINSON STREET TUNNEL UNDER THE
 FJ0504'OKLAHOMA, KANSAS, AND TEXAS RAILROAD AND THE BURLINGTON NORTHERN
 FJ0504'RAILROAD.  NOTE, THE CONCRETE SLAB WALK NEXT TO THE MARK APPEARS TO
 FJ0504'HAVE SHIFTED.
 FJ0504
 FJ0504                          STATION RECOVERY (1988)
 FJ0504
 FJ0504'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0504'RECOVERED IN GOOD CONDITION.
 FJ0504
 FJ0504                          STATION RECOVERY (1994)
 FJ0504
 FJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0504'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE OKLAHOMA, KANSAS, AND
 FJ0504'TEXAS RAILROAD AND ROBINSON AVENUE, IN THE WEST CURB OF THE EAST
 FJ0504'WALKWAY OF THE RAILROAD OVERPASS OF THE AVENUE, 18.4 M (60.4 FT)
 FJ0504'NORTH OF THE NEAR RAIL, 8.3 M (27.2 FT) EAST OF THE AVENUE CENTER, 5.5
 FJ0504'M (18.0 FT) ABOVE THE LEVEL OF THE AVENUE, 4.0 M (13.1 FT) NORTH OF
 FJ0504'THE NORTH EDGE OF THE OVERPASS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 FJ0504'THE WALKWAY.
 FJ0504
 FJ0504                          STATION RECOVERY (1994)
 FJ0504
 FJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0504'IN OKLAHOMA CITY, AT THE INTERSECTION OF THE OKLAHOMA, KANSAS, AND
 FJ0504'TEXAS RAILROAD AND ROBINSON AVENUE, IN THE WEST CURB OF THE EAST
 FJ0504'WALKWAY OF THE RAILROAD OVERPASS OF THE AVENUE, 18.4 M (60.4 FT)
 FJ0504'NORTH OF THE NEAR RAIL, 8.3 M (27.2 FT) EAST OF THE AVENUE CENTER, 5.5
 FJ0504'M (18.0 FT) ABOVE THE LEVEL OF THE AVENUE, 4.0 M (13.1 FT) NORTH OF
 FJ0504'THE NORTH EDGE OF THE OVERPASS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 FJ0504'THE WALKWAY.
 FJ0504
 FJ0504                          STATION RECOVERY (2009)
 FJ0504
 FJ0504'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ0504'RECOVERED AND CHECKED FLAT WITH OTHER MARKS IN THE AREA. BRYAN HULL,
 FJ0504'E.D. HILL SURVEYING AND ENGINEERING, OKC, OK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0485 ***********************************************************************
 EM0485  FBN         -  This is a Federal Base Network Control Station.
 EM0485  DESIGNATION -  P 96
 EM0485  PID         -  EM0485
 EM0485  STATE/COUNTY-  OK/GREER
 EM0485  COUNTRY     -  US
 EM0485  USGS QUAD   -  MANGUM NORTH (2018)
 EM0485
 EM0485                         *CURRENT SURVEY CONTROL
 EM0485  ______________________________________________________________________
 EM0485* NAD 83(2011) POSITION- 34 54 00.50620(N) 099 33 27.27359(W)   ADJUSTED
 EM0485* NAD 83(2011) ELLIP HT-   490.828 (meters)        (06/27/12)   ADJUSTED
 EM0485* NAD 83(2011) EPOCH   -  2010.00
 EM0485* NAVD 88 ORTHO HEIGHT -   517.554 (meters)     1698.01  (feet) POSTED
 EM0485  ______________________________________________________________________
 EM0485  GEOID HEIGHT    -        -26.711 (meters)                     GEOID18
 EM0485  NAD 83(2011) X  -   -869,573.499 (meters)                     COMP
 EM0485  NAD 83(2011) Y  - -5,164,479.838 (meters)                     COMP
 EM0485  NAD 83(2011) Z  -  3,629,067.336 (meters)                     COMP
 EM0485  LAPLACE CORR    -          4.40  (seconds)                    DEFLEC18
 EM0485  DYNAMIC HEIGHT  -        517.01  (meters)     1696.2   (feet) COMP
 EM0485  MODELED GRAVITY -    979,569.2   (mgal)                       NAVD 88
 EM0485
 EM0485  VERT ORDER      -  * POSTED, SEE BELOW
 EM0485
 EM0485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0485  Standards:
 EM0485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0485  -------------------------------------------------------------------
 EM0485  NETWORK    0.54   1.06           0.24   0.20   0.54      0.04315218
 EM0485  -------------------------------------------------------------------
 EM0485  Click here for local accuracies and other accuracy information.
 EM0485
 EM0485.The horizontal coordinates were established by GPS observations
 EM0485.and adjusted by the National Geodetic Survey in June 2012.
 EM0485
 EM0485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0485.been affixed to the stable North American tectonic plate. See 
 EM0485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0485
 EM0485.The horizontal coordinates are valid at the epoch date displayed above
 EM0485.which is a decimal equivalence of Year/Month/Day.
 EM0485
 EM0485.The orthometric height was determined by differential leveling
 EM0485.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0485
 EM0485.* This is a POSTED BENCH MARK height.
 EM0485
 EM0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0485.GEOID18 height accuracy estimate available here.
 EM0485
 EM0485.Click photographs - Photos may exist for this station.
 EM0485
 EM0485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0485
 EM0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0485
 EM0485.The ellipsoidal height was determined by GPS observations
 EM0485.and is referenced to NAD 83.
 EM0485
 EM0485.The dynamic height is computed by dividing the NAVD 88
 EM0485.geopotential number by the normal gravity value computed on the
 EM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0485.degrees latitude (g = 980.6199 gals.).
 EM0485
 EM0485.The modeled gravity was interpolated from observed gravity values.
 EM0485
 EM0485. The following values were computed from the NAD 83(2011) position.
 EM0485
 EM0485;                    North         East     Units Scale Factor Converg.
 EM0485;SPC OK S     -   174,895.601   457,651.824   MT  0.99995110   -0 53 02.8
 EM0485;SPC OK S     -   573,803.32  1,501,479.36   sFT  0.99995110   -0 53 02.8
 EM0485;UTM  14      - 3,862,110.950   449,058.252   MT  0.99963198   -0 19 08.5
 EM0485
 EM0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0485!SPC OK S     -   0.99992296  x   0.99995110  =   0.99987407
 EM0485!UTM  14      -   0.99992296  x   0.99963198  =   0.99955497
 EM0485
 EM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4905862110(NAD 83)
 EM0485
 EM0485                          SUPERSEDED SURVEY CONTROL
 EM0485
 EM0485  NAD 83(2007)-  34 54 00.50635(N)    099 33 27.27450(W) AD(2002.00) 0
 EM0485  ELLIP H (02/10/07)  490.854  (m)                       GP(2002.00)    
 EM0485  ELLIP H (06/09/00)  490.848  (m)                       GP(       ) 2 2
 EM0485  NAD 83(1993)-  34 54 00.50640(N)    099 33 27.27395(W) AD(       ) B
 EM0485  ELLIP H (05/09/94)  490.901  (m)                       GP(       ) 4 2
 EM0485  NAVD 88             517.55   (m)         1698.0    (f) LEVELING    3  
 EM0485  NGVD 29 (??/??/92)  517.337  (m)         1697.30   (f) ADJ UNCH    2 0
 EM0485
 EM0485.Superseded values are not recommended for survey control.
 EM0485
 EM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0485.See file dsdata.pdf to determine how the superseded data were derived.
 EM0485
 EM0485_MARKER: DB = BENCH MARK DISK
 EM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0485_STAMPING: P 96 1934 TT 1936
 EM0485_MARK LOGO: CGS
 EM0485_PROJECTION: PROJECTING 15 CENTIMETERS
 EM0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0485+STABILITY: SURFACE MOTION
 EM0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0485+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0485
 EM0485  HISTORY     - Date     Condition        Report By
 EM0485  HISTORY     - 1934     MONUMENTED       CGS
 EM0485  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0485  HISTORY     - 19930407 GOOD             NGS
 EM0485  HISTORY     - 19990819 GOOD             NGS
 EM0485  HISTORY     - 20110824 GOOD             WOOLPT
 EM0485  HISTORY     - 20180711 GOOD             OKDOT
 EM0485
 EM0485                          STATION DESCRIPTION
 EM0485
 EM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0485'5.2 MI W FROM MANGUM.
 EM0485'5.2 MI. W. OF MANGUM ALONG STATE NO. 9.  49 FT. S. CENTER LINE OF
 EM0485'HWY., 8 FT. E. OF FENCE CORNER, 2 FT. E. OF TELEPHONE POLE, AND 1 FT.
 EM0485'N. OF FENCE LINE.
 EM0485
 EM0485                          STATION RECOVERY (1963)
 EM0485
 EM0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0485'MARK NOT FOUND.
 EM0485
 EM0485                          STATION RECOVERY (1993)
 EM0485
 EM0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EM0485'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHWEST OF MANGUM, 4.8 KM
 EM0485'(3.00 MI) WEST OF THE JUNCTION OF US HIGHWAY 283 AND STATE HIGHWAYS 9
 EM0485'AND 34, ALONG HIGHWAY 9, ON THE RIGHT-OF-WAY, ON THE EAST SLOPE OF A
 EM0485'LOW HILL, ABOUT 225 M (738.2 FT) WEST OF THE HILLTOP, IN THE
 EM0485'NORTHEAST 1/4 OF SECTION 19, T 5 N, R 22 W.  OWNERSHIP--OKLAHOMA
 EM0485'DEPARTMENT OF TRANSPORTATION.
 EM0485'TO REACH FROM THE JUNCTION OF HIGHWAYS 283, 9 AND 34, ABOUT 3 KM
 EM0485'(1.85 MI) NORTH OF MANGUM, GO WEST ON HIGHWAY 9 FOR 4.63 KM
 EM0485'(2.85 MI) TO A DIRT ROAD LEFT.  CONTINUE AHEAD FOR 0.21 KM (0.15 MI)
 EM0485'TO THE STATION ON THE LEFT.
 EM0485'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 EM0485'PROJECTING 15 CM ABOVE GROUND.  POST IS CHIPPED BUT SOLID, AND THE
 EM0485'DISK HAS BEEN SCRAPED BY MACHINERY.  IT IS 208 M (682.4 FT) WEST OF
 EM0485'THE DIRT ROAD, 15.6 M (51.2 FT) SOUTH OF, AND SLIGHTLY LOWER THAN THE
 EM0485'HIGHWAY CENTER, 1.2 M (3.9 FT) EAST-SOUTHEAST OF A METAL WITNESS
 EM0485'POST, 1.1 M (3.6 FT) WEST OF A METAL WITNESS POST, 0.5 M (1.6 FT)
 EM0485'NORTH OF THE RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) NORTH OF A METAL
 EM0485'WITNESS POST, AND 5.4 M (17.7 FT) EAST OF A CONCRETE RIGHT-OF-WAY
 EM0485'POST.
 EM0485
 EM0485                          STATION RECOVERY (1999)
 EM0485
 EM0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EM0485'RECOVERED AS DESCRIBED.
 EM0485
 EM0485                          STATION RECOVERY (2011)
 EM0485
 EM0485'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 EM0485'RECOVERED IN GOOD CONDITION.
 EM0485
 EM0485                          STATION RECOVERY (2018)
 EM0485
 EM0485'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0452 ***********************************************************************
 EM0452  DESIGNATION -  P 97
 EM0452  PID         -  EM0452
 EM0452  STATE/COUNTY-  OK/JACKSON
 EM0452  COUNTRY     -  US
 EM0452  USGS QUAD   -  MCQUEEN (2018)
 EM0452
 EM0452                         *CURRENT SURVEY CONTROL
 EM0452  ______________________________________________________________________
 EM0452* NAD 83(1986) POSITION- 34 39 33.     (N) 099 37 53.     (W)   SCALED
 EM0452* NAVD 88 ORTHO HEIGHT -   438.940 (meters)     1440.09  (feet) POSTED
 EM0452  ______________________________________________________________________
 EM0452  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 EM0452  DYNAMIC HEIGHT  -        438.46  (meters)     1438.5   (feet) COMP
 EM0452  MODELED GRAVITY -    979,530.2   (mgal)                       NAVD 88
 EM0452
 EM0452  VERT ORDER      -  * POSTED, SEE BELOW
 EM0452
 EM0452.The horizontal coordinates were scaled from a map and have
 EM0452.an estimated accuracy of +/- 6 seconds.
 EM0452
 EM0452.The orthometric height was determined by differential leveling
 EM0452.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0452
 EM0452.* This is a POSTED BENCH MARK height.
 EM0452
 EM0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0452.GEOID18 height accuracy estimate available here.
 EM0452
 EM0452.Click photographs - Photos may exist for this station.
 EM0452
 EM0452.The dynamic height is computed by dividing the NAVD 88
 EM0452.geopotential number by the normal gravity value computed on the
 EM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0452.degrees latitude (g = 980.6199 gals.).
 EM0452
 EM0452.The modeled gravity was interpolated from observed gravity values.
 EM0452
 EM0452;                    North         East    Units  Estimated Accuracy
 EM0452;SPC OK S     -   148,270.      450,480.      MT  (+/- 180 meters Scaled)
 EM0452
 EM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD421354(NAD 83)
 EM0452
 EM0452                          SUPERSEDED SURVEY CONTROL
 EM0452
 EM0452  NGVD 29 (??/??/92)  438.722  (m)         1439.37   (f) ADJ UNCH    2 0
 EM0452
 EM0452.Superseded values are not recommended for survey control.
 EM0452
 EM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0452.See file dsdata.pdf to determine how the superseded data were derived.
 EM0452
 EM0452_MARKER: DB = BENCH MARK DISK
 EM0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0452_STAMPING: P 97 1934
 EM0452_MARK LOGO: CGS
 EM0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0452+STABILITY: SURFACE MOTION
 EM0452
 EM0452  HISTORY     - Date     Condition        Report By
 EM0452  HISTORY     - 1934     MONUMENTED       CGS
 EM0452  HISTORY     - 1963     GOOD             CGS
 EM0452
 EM0452                          STATION DESCRIPTION
 EM0452
 EM0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0452'3.5 MI W FROM DUKE.
 EM0452'ABOUT 3.5 MILES WEST ALONG THE MISSOURI-KANAS-TEXAS RAILROAD FROM THE
 EM0452'STATION AT DUKE, JACKSON COUNTY, AT A ROAD CROSSING, 40.5 FEET NORTH
 EM0452'OF THE NORTH RAIL, 31.5 FEET EAST OF THE CENTER OF THE ROAD, 26.5 FEET
 EM0452'WEST OF A TELEPHONE POLE AND 4.0 FEET EAST-SOUTHEAST OF CORNER FENCE
 EM0452'POST.  A STANDARD DISK, STAMPED P 97 1934 AND SET IN THE TOP OF A
 EM0452'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0464 ***********************************************************************
 EK0464  DESIGNATION -  P 99
 EK0464  PID         -  EK0464
 EK0464  STATE/COUNTY-  OK/MCCURTAIN
 EK0464  COUNTRY     -  US
 EK0464  USGS QUAD   -  CLEBIT (2019)
 EK0464
 EK0464                         *CURRENT SURVEY CONTROL
 EK0464  ______________________________________________________________________
 EK0464* NAD 83(1986) POSITION- 34 23 27.     (N) 095 01 16.     (W)   SCALED
 EK0464* NAVD 88 ORTHO HEIGHT -   258.983 (meters)      849.68  (feet) ADJUSTED
 EK0464  ______________________________________________________________________
 EK0464  GEOID HEIGHT    -        -30.997 (meters)                     GEOID18
 EK0464  DYNAMIC HEIGHT  -        258.695 (meters)      848.74  (feet) COMP
 EK0464  MODELED GRAVITY -    979,519.0   (mgal)                       NAVD 88
 EK0464
 EK0464  VERT ORDER      -  SECOND    CLASS 0
 EK0464
 EK0464.The horizontal coordinates were scaled from a map and have
 EK0464.an estimated accuracy of +/- 6 seconds.
 EK0464
 EK0464.The orthometric height was determined by differential leveling and
 EK0464.adjusted by the NATIONAL GEODETIC SURVEY
 EK0464.in June 1991.
 EK0464
 EK0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0464.GEOID18 height accuracy estimate available here.
 EK0464
 EK0464.Click photographs - Photos may exist for this station.
 EK0464
 EK0464.The dynamic height is computed by dividing the NAVD 88
 EK0464.geopotential number by the normal gravity value computed on the
 EK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0464.degrees latitude (g = 980.6199 gals.).
 EK0464
 EK0464.The modeled gravity was interpolated from observed gravity values.
 EK0464
 EK0464;                    North         East    Units  Estimated Accuracy
 EK0464;SPC OK S     -   121,340.      873,880.      MT  (+/- 180 meters Scaled)
 EK0464
 EK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU141073(NAD 83)
 EK0464
 EK0464                          SUPERSEDED SURVEY CONTROL
 EK0464
 EK0464  NGVD 29 (??/??/92)  258.908  (m)          849.43   (f) ADJ UNCH    2 0
 EK0464
 EK0464.Superseded values are not recommended for survey control.
 EK0464
 EK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0464.See file dsdata.pdf to determine how the superseded data were derived.
 EK0464
 EK0464_MARKER: DB = BENCH MARK DISK
 EK0464_SETTING: 80 = SET IN A BOULDER
 EK0464_STAMPING: P 99 1960
 EK0464_MARK LOGO: CGS
 EK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0464+STABILITY: SURFACE MOTION
 EK0464
 EK0464  HISTORY     - Date     Condition        Report By
 EK0464  HISTORY     - 1960     MONUMENTED       CGS
 EK0464
 EK0464                          STATION DESCRIPTION
 EK0464
 EK0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0464'0.8 MI SW FROM PICKENS.
 EK0464'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0464'AT PICKENS, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT ROAD,
 EK0464'0.1 MILE SOUTH OF A SMALL STORE AND SERVICE STATION, IN SECTION
 EK0464'8, R 22 E, T 2 S, SET IN THE TOP OF A BOULDER WHICH PROJECTS 1
 EK0464'FOOT ABOVE THE GROUND, 36 FEET EAST OF THE CENTER LINE OF THE
 EK0464'ROAD, 77 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 EK0464'TRACK, AND ABOUT 2 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1067 ***********************************************************************
 FH1067  DESIGNATION -  PACE
 FH1067  PID         -  FH1067
 FH1067  STATE/COUNTY-  OK/MUSKOGEE
 FH1067  COUNTRY     -  US
 FH1067  USGS QUAD   -  KEEFTON (2018)
 FH1067
 FH1067                         *CURRENT SURVEY CONTROL
 FH1067  ______________________________________________________________________
 FH1067* NAD 83(1993) POSITION- 35 32 40.27290(N) 095 16 30.15820(W)   ADJUSTED
 FH1067* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 FH1067  ______________________________________________________________________
 FH1067  GEOID HEIGHT    -        -29.770 (meters)                     GEOID18
 FH1067  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 FH1067  HORZ ORDER      -  FIRST
 FH1067
 FH1067.The horizontal coordinates were established by classical geodetic methods
 FH1067.and adjusted by the National Geodetic Survey in November 1994.
 FH1067
 FH1067.The orthometric height was scaled from a topographic map.
 FH1067
 FH1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1067.GEOID18 height accuracy estimate available here.
 FH1067
 FH1067.Click photographs - Photos may exist for this station.
 FH1067
 FH1067.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1067
 FH1067. The following values were computed from the NAD 83(1993) position.
 FH1067
 FH1067;                    North         East     Units Scale Factor Converg.
 FH1067;SPC OK N     -    63,883.782   847,065.681   MT  1.00000409   +1 36 29.2
 FH1067;SPC OK N     -   209,592.04  2,779,081.32   sFT  1.00000409   +1 36 29.2
 FH1067;SPC OK S     -   248,623.336   847,085.957   MT  1.00007633   +1 32 48.2
 FH1067;SPC OK S     -   815,691.73  2,779,147.84   sFT  1.00007633   +1 32 48.2
 FH1067;UTM  15      - 3,935,812.009   293,765.410   MT  1.00012416   -1 19 22.9
 FH1067
 FH1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1067!SPC OK N     -   0.99996714  x   1.00000409  =   0.99997123
 FH1067!SPC OK S     -   0.99996714  x   1.00007633  =   1.00004347
 FH1067!UTM  15      -   0.99996714  x   1.00012416  =   1.00009130
 FH1067
 FH1067:                Primary Azimuth Mark                     Grid Az
 FH1067:SPC OK N     -  PACE AZ MK                               299 40 00.9
 FH1067:SPC OK S     -  PACE AZ MK                               299 43 41.9
 FH1067:UTM  15      -  PACE AZ MK                               302 35 53.0
 FH1067
 FH1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9376535812(NAD 83)
 FH1067
 FH1067|---------------------------------------------------------------------|
 FH1067| PID    Reference Object                     Distance      Geod. Az  |
 FH1067|                                                           dddmmss.s |
 FH1067| CI2750 PACE RM 1                            13.018 METERS 11731     |
 FH1067| CI2751 PACE RM 2                            43.706 METERS 23701     |
 FH1067| CI2749 PACE AZ MK                                         3011630.1 |
 FH1067|---------------------------------------------------------------------|
 FH1067
 FH1067                          SUPERSEDED SURVEY CONTROL
 FH1067
 FH1067  NAD 83(1986)-  35 32 40.28832(N)    095 16 30.14653(W) AD(       ) 1
 FH1067  NAD 27      -  35 32 39.93700(N)    095 16 29.26800(W) AD(       ) 1
 FH1067
 FH1067.Superseded values are not recommended for survey control.
 FH1067
 FH1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1067.See file dsdata.pdf to determine how the superseded data were derived.
 FH1067
 FH1067_MARKER: DS = TRIANGULATION STATION DISK
 FH1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1067_STAMPING: PACE 1940
 FH1067_MARK LOGO: CGS
 FH1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1067+STABILITY: SURFACE MOTION
 FH1067
 FH1067  HISTORY     - Date     Condition        Report By
 FH1067  HISTORY     - 1940     MONUMENTED       CGS
 FH1067  HISTORY     - 1960     GOOD             CGS
 FH1067
 FH1067                          STATION DESCRIPTION
 FH1067
 FH1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1067'STATION IS LOCATED ABOUT 15 MILES ESE OF MUSKOGEE, ABOUT 4
 FH1067'MILES NNE OF WARNER AND ABOUT 1-1/2 MILES S OF MCLAIN.  IT IS
 FH1067'ON THE PROPERTY OF HENRY PACE, ON THE EXTREME NE END OF TIMBERED
 FH1067'TABLE LAND, 12 FEET E OF WHERE THE TABLE LAND BREAKS SHARPLY
 FH1067'TO THE W AND 30 FEET S OF WHERE THE TABLE LAND BREAKS SHARPLY TO
 FH1067'THE N.
 FH1067'
 FH1067'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 FH1067'CONCRETE.
 FH1067'
 FH1067'UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 FH1067'DRILL HOLES IN BEDROCK.
 FH1067'
 FH1067'STATION MARK PROJECTS 2 INCHES AND IS STAMPED PACE 1940.
 FH1067'THERE IS A WHITE REFERENCE POST 8 FEET SE OF THE STATION.
 FH1067'
 FH1067'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION, SET
 FH1067'IN BEDROCK ON THE E RIM OF THE TABLE LAND, 3 FEET W OF WHERE THE
 FH1067'TABLE LAND BREAKS SHARPLY TO THE E.  IT IS STAMPED PACE NO.1,
 FH1067'1940.  REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS
 FH1067'THE STATION, SET IN BEDROCK, ON THE W RIM OF THE TABLE LAND, 3
 FH1067'FEET E OF WHERE THE TABLE LAND BREAKS SHARPLY TO THE W.  IT
 FH1067'IS STAMPED PACE NO.2, 1940.
 FH1067'
 FH1067'AZIMUTH MARK IS ABOUT 1-1/2 MILES NW OF THE STATION, ON THE
 FH1067'RIGHT-OF-WAY OF U.S. HIGHWAY 64, AND 45 FEET E OF THE CENTER
 FH1067'LINE.  IT IS 1 FOOT W OF A FENCE LINE, ABOUT 125 YARDS S OF A
 FH1067'CURVE AND 0.5 MILE N OF A BRIDGE OVER DIRTY CREEK.  IT PROJECTS 6
 FH1067'INCHES AND IS STAMPED PACE 1940.  THERE IS A WHITE REFERENCE
 FH1067'POST 4 FEET S OF THE MARK.
 FH1067'
 FH1067'TO REACH THE STATION FROM MUSKOGEE, START AT THE JUNCTION OF U.S.
 FH1067'HIGHWAYS 64 AND 69, FOLLOW U.S. HIGHWAY 64 SE FOR 15.1 MILES
 FH1067'TO THE AZIMUTH MARK ON THE LEFT (NE) SIDE OF THE ROAD.  THIS
 FH1067'POINT IS 0.5 MILE NW OF A BRIDGE OVER DIRTY CREEK.  CONTINUE
 FH1067'SE ON U.S. HIGHWAY 64 FOR 1.7 MILES TO A DIRT ROAD LEADING E,
 FH1067'100 YARDS N OF HILL TOP INN.  TURN E AND GO 1.75 MILES TO A
 FH1067'TURN TO THE N.  TURN N AND GO 0.15 MILE TO THE SECOND OF TWO
 FH1067'FARMHOUSES.  TURN RIGHT, GO THROUGH GATE AND BARNYARD, AND
 FH1067'FOLLOW TRACK ROAD N AND E FOR 0.25 MILE, AROUND EDGE OF
 FH1067'FIELD, TO ANOTHER FARMHOUSE ON THE LEFT.  PASS THROUGH GATE
 FH1067'LEADING TO FARMHOUSE AND FOLLOW TRACK ROAD NE TO THE EXTREME
 FH1067'NE END OF TABLE LAND AND STATION, ABOUT 0.3 MILE.
 FH1067'
 FH1067'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1067
 FH1067                          STATION RECOVERY (1960)
 FH1067
 FH1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1067'ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FH1067'
 FH1067'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IS ABOUT MIDWAY
 FH1067'BETWEEN THE SECOND AND THIRD TELEPHONE POLES SOUTH OF A ROAD
 FH1067'LEADING EAST.
 FH1067'
 FH1067'TO REACH FROM KEEFETON, FROM ODUS EVANS STORE, GO SOUTHEAST AND
 FH1067'SOUTH ON U.S. HIGHWAY 64 FOR 3.1 MILES TO THE AZIMUTH MARK ON
 FH1067'LEFT, CONTINUE SOUTH FOR 1.7 MILES TO CROSSROADS, TURN LEFT AND
 FH1067'GO EAST FOR 1.0 MILE TO POINT WHERE MAIN ROAD TURNS RIGHT,
 FH1067'CONTINUE EAST ON DIRT ROAD FOR 0.7 MILE TO POINT WHERE ROAD TURNS
 FH1067'LEFT, TURN LEFT AND GO NORTH FOR 0.1 MILE TO A HOUSE ON LEFT,
 FH1067'BEAR RIGHT AND GO NORTHEAST ON FIELD ROAD FOR 0.25 MILE TO
 FH1067'A WIRE GATE AT OLD BUILDING SITE, CONTINUE NORTHEAST FOR
 FH1067'0.15 MILE TO NORTHEAST CORNER OF OPEN FIELD AND END OF TRUCK
 FH1067'TRAVEL.  PACK NORTH FOR ABOUT 0.15 MILE TO NORTH END OF
 FH1067'RIDGE AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0995 ***********************************************************************
 FH0995  DESIGNATION -  PACKARD
 FH0995  PID         -  FH0995
 FH0995  STATE/COUNTY-  OK/SEQUOYAH
 FH0995  COUNTRY     -  US
 FH0995  USGS QUAD   -  FORT SMITH (2017)
 FH0995
 FH0995                         *CURRENT SURVEY CONTROL
 FH0995  ______________________________________________________________________
 FH0995* NAD 83(1997) POSITION- 35 27 22.27218(N) 094 28 35.32539(W)   ADJUSTED
 FH0995* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FH0995  ______________________________________________________________________
 FH0995  GEOID HEIGHT    -        -29.850 (meters)                     GEOID18
 FH0995  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 FH0995  HORZ ORDER      -  FIRST
 FH0995
 FH0995.The horizontal coordinates were established by classical geodetic methods
 FH0995.and adjusted by the National Geodetic Survey in September 1999.
 FH0995
 FH0995.The orthometric height was scaled from a topographic map.
 FH0995
 FH0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0995.GEOID18 height accuracy estimate available here.
 FH0995
 FH0995.Click photographs - Photos may exist for this station.
 FH0995
 FH0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0995
 FH0995. The following values were computed from the NAD 83(1997) position.
 FH0995
 FH0995;                    North         East     Units Scale Factor Converg.
 FH0995;SPC OK N     -    56,419.364   919,797.182   MT  1.00002189   +2 04 45.8
 FH0995;SPC OK N     -   185,102.53  3,017,701.25   sFT  1.00002189   +2 04 45.8
 FH0995;SPC OK S     -   241,069.178   919,811.956   MT  1.00005164   +2 00 00.0
 FH0995;SPC OK S     -   790,907.79  3,017,749.73   sFT  1.00005164   +2 00 00.0
 FH0995;UTM  15      - 3,924,635.895   366,015.951   MT  0.99982123   -0 51 23.8
 FH0995
 FH0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0995!SPC OK N     -   0.99995633  x   1.00002189  =   0.99997822
 FH0995!SPC OK S     -   0.99995633  x   1.00005164  =   1.00000797
 FH0995!UTM  15      -   0.99995633  x   0.99982123  =   0.99977757
 FH0995
 FH0995:                Primary Azimuth Mark                     Grid Az
 FH0995:SPC OK N     -  STATTLER                                 043 58 56.5
 FH0995:SPC OK S     -  STATTLER                                 044 03 42.3
 FH0995:UTM  15      -  STATTLER                                 046 55 06.1
 FH0995
 FH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6601524635(NAD 83)
 FH0995
 FH0995|---------------------------------------------------------------------|
 FH0995| PID    Reference Object                     Distance      Geod. Az  |
 FH0995|                                                           dddmmss.s |
 FH0995| FH0958 STATTLER                            APPROX. 9.8 KM 0460342.3 |
 FH0995| CI2753 PACKARD RM 1                         21.094 METERS 05303     |
 FH0995| FH0981 VAN BUREN NE TRANSM LINE TOWER      APPROX.11.3 KM 1042516.1 |
 FH0995| FH0982 VAN BUREN SW TRANSM LINE TOWER      APPROX.11.0 KM 1070208.5 |
 FH0995| FH0994 FORT SMITH HARDING GLASS E STK      APPROX. 8.9 KM 1285109.2 |
 FH0995| FH0996 FORT SMITH HARDING GLASS W STK      APPROX. 8.8 KM 1291156.3 |
 FH0995| FH0992 FORT SMITH COMPRESS STANDPIPE       APPROX. 8.1 KM 1301646.7 |
 FH0995| FH1001 FORT SMITH IMM CON CATH CHURCH      APPROX. 9.7 KM 1471257.7 |
 FH0995| FH0993 FORT SMITH SE TRANSM LINE TWR       APPROX. 8.3 KM 1481001.5 |
 FH0995| FH1004 FORT SMITH CIT FIRE ASSN TANK       APPROX. 8.6 KM 1481732.2 |
 FH0995| FH0990 FORT SMITH SCHAAP DRUG CO TANK      APPROX. 8.6 KM 1490752.2 |
 FH0995| FH1005 FORT SMITH SEBASTIAN CO CTHSE       APPROX. 9.0 KM 1494042.2 |
 FH0995| FH0999 FORT SMITH NW TRANSM LINE TWR       APPROX. 7.5 KM 1501907.8 |
 FH0995| FH0984 FORT SMITH CHEROKEE MILLS STK       APPROX.10.1 KM 1545230.9 |
 FH0995| FH0988 FORT SMITH WAGON CO TANK            APPROX.11.3 KM 1563453.9 |
 FH0995| FH0987 FORT SMITH MUN WATER WORKS STK      APPROX.10.9 KM 1581350.2 |
 FH0995| CI2752 PACKARD AZ MK                                      1840205.8 |
 FH0995| CI2754 PACKARD RM 2                         30.549 METERS 30116     |
 FH0995|---------------------------------------------------------------------|
 FH0995
 FH0995                          SUPERSEDED SURVEY CONTROL
 FH0995
 FH0995  NAD 83(1993)-  35 27 22.27522(N)    094 28 35.32503(W) AD(       ) 1
 FH0995  NAD 83(1986)-  35 27 22.27449(N)    094 28 35.31688(W) AD(       ) 1
 FH0995  NAD 27      -  35 27 21.95200(N)    094 28 34.54100(W) AD(       ) 1
 FH0995
 FH0995.Superseded values are not recommended for survey control.
 FH0995
 FH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0995.See file dsdata.pdf to determine how the superseded data were derived.
 FH0995
 FH0995_MARKER: DS = TRIANGULATION STATION DISK
 FH0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0995_STAMPING: PACKARD 1935
 FH0995_MARK LOGO: CGS
 FH0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0995+STABILITY: SURFACE MOTION
 FH0995
 FH0995  HISTORY     - Date     Condition        Report By
 FH0995  HISTORY     - 1935     MONUMENTED       CGS
 FH0995  HISTORY     - 1940     GOOD             CGS
 FH0995  HISTORY     - 1955     GOOD             CGS
 FH0995  HISTORY     - 1959     GOOD             CGS
 FH0995
 FH0995                          STATION DESCRIPTION
 FH0995
 FH0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0995'STATION IS ABOUT 7 MILES NW OF FORT SMITH, ABOUT 8 MILES
 FH0995'WNW OF VAN BUREN, AND ABOUT 3 MILES W OF THE STATE LINE
 FH0995'IN SECTION 31, T 12 N, R 27 E, ON LAND OWNED AND OCCUPIED
 FH0995'BY G.C. PACKARD.  THE MARK IS SET ON A HIGH POINT OF A LONG
 FH0995'NARROW RIDGE OVERLOOKING THE ARKANSAS RIVER.  IT IS IN A
 FH0995'BARN LOT ABOUT 160 FEET NNE OF THE FOREMANS HOUSE, 47
 FH0995'FEET S OF FENCE LINE AND GATE LEADING TO ORCHARD, 70 FEET
 FH0995'NNE OF THE NE CORNER OF TOOL SHED, 38 FEET W OF A 6-INCH
 FH0995'PEAR TREE AND PROJECTS 4 INCHES.
 FH0995'
 FH0995'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FH0995'SET IN CONCRETE.
 FH0995'
 FH0995'REFERENCE MARK NO.1 IS NE OF THE STATION, 1 FOOT S OF THE
 FH0995'FENCE LINE ON THE N EDGE OF THE BARN LOT.  THIS FENCE IS
 FH0995'ALSO THE S ORCHARD FENCE, 95 FEET W OF THE NE CORNER OF THE
 FH0995'LOT AND PROJECTS 8 INCHES.
 FH0995'
 FH0995'REFERENCE MARK NO.2 IS NW OF THE STATION, 1 FOOT S OF THE
 FH0995'FENCE LINE, 15 FEET N OF THE CENTER OF THE N WALL OF A SMALL
 FH0995'CHICKEN HOUSE, AND PROJECTS 8 INCHES.
 FH0995'
 FH0995'AZIMUTH MARK IS A STANDARD DISK SET IN LEDGE OUTCROP S OF
 FH0995'THE STATION IN ROCK GARDEN.  IT IS 5 FEET SE OF THE SOUTHERNMOST
 FH0995'BIRD BATH, ABOUT 300 FEET E OF MR. PACKARDS HOUSE, 150 FEET
 FH0995'S OF THE ROAD.
 FH0995'
 FH0995'TO REACH FROM FORT SMITH, GO TO THE OKLAHOMA END OF THE
 FH0995'BRIDGE OVER THE ARKANSAS RIVER.  HERE GO W 0.1 MILE TO SIDE
 FH0995'ROAD N, THENCE N 0.7 MILE ALONG THE E SIDE OF THE RAILROAD
 FH0995'TRACK TO WHERE THE ROAD CROSSES THE TRACK.  HERE GO N ALONG
 FH0995'THE W SIDE OF THE TRACKS 3.25 MILES TO CROSS ROAD AT GREENWOOD
 FH0995'JUNCTION.  HERE GO W UP SIDE OF HILL 1.8 MILES TO A LARGE
 FH0995'WOODEN GATE ON LEFT.  GO THROUGH GATE AND UP STEEP HILL
 FH0995'0.9 MILE TO TOP OF HILL AT A SMALL WHITE HOUSE.  STATION
 FH0995'IS ABOUT 160 FEET N OF THIS HOUSE.
 FH0995'
 FH0995'A LIGHT 47 FEET ABOVE STATION GEORGE COMES INTO VIEW 25
 FH0995'FEET ABOVE THE GROUND.
 FH0995'
 FH0995'STATION PINNACLE IS VISIBLE FROM THE GROUND.
 FH0995'
 FH0995'LIGHTS 74 FEET ABOVE STATIONS GREENWOOD AND RAGG ARE VISIBLE
 FH0995'FROM THE GROUND.
 FH0995'
 FH0995'LIGHTS 100 FEET ABOVE STATIONS FORT AND VAN BUREN ARE VISIBLE
 FH0995'FROM THE GROUND.
 FH0995'
 FH0995'A LIGHT 60 FEET ABOVE STATION BURGETT IS VISIBLE FROM THE
 FH0995'GROUND.
 FH0995'
 FH0995'A LIGHT 87 FEET ABOVE STATION LIBERTY IS VISIBLE FROM THE
 FH0995'GROUND.
 FH0995
 FH0995                          STATION RECOVERY (1940)
 FH0995
 FH0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH0995'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND NO
 FH0995'DISTURBANCE OF MARKS WAS NOTICED.
 FH0995'
 FH0995'STATION IS LOCATED ABOUT 5.0 MILES NW OF FORT SMITH, 3.5
 FH0995'MILES NE OF ROLAND ON THE HIGHEST PART OF A HILL AND ON
 FH0995'LAND OWNED BY G.C. PACKARD.
 FH0995'
 FH0995'STATION IS STAMPED PACKARD 1935, PROJECTS ABOUT 1 INCH ABOVE
 FH0995'THE GROUND, IS 70.8 FEET SW OF A WHITE REFERENCE POST, 47.0
 FH0995'FEET S OF FENCE, AND 70.0 FEET N OF THE NE CORNER OF SHED.
 FH0995'
 FH0995'REFERENCE MARK NO.1 IS STAMPED PACKARD NO.1, 1935 AND PROJECTS
 FH0995'ABOUT 8 INCHES ABOVE THE GROUND AT THE SAME ELEVATION AS
 FH0995'THE STATION.  IT IS 1.7 FEET W OF A WHITE REFERENCE POST,
 FH0995'AND 1.0 FOOT S OF FENCE.
 FH0995'
 FH0995'REFERENCE MARK NO.2 IS STAMPED PACKARD NO.2, 1940 AND PROJECTS
 FH0995'ABOUT 8 INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION
 FH0995'AS THE STATION.  IT IS 1.3 FEET S OF FENCE, AND 18.0 FEET
 FH0995'NW OF THE NE CORNER OF SHED.
 FH0995'
 FH0995'AZIMUTH MARK IS STAMPED PACKARD AZIMUTH 1935 AND IS SET
 FH0995'IN A LARGE BOULDER ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 FH0995'5.0 FEET NE OF A ROCK BIRD BATH, 15.0 FEET SSW OF A ROCK BATH,
 FH0995'178.0 FEET SW OF THE NW END OF A WHITE BUMP GATE AT THE
 FH0995'ENTRANCE OF G.C. PACKARDS YARD.
 FH0995'
 FH0995'AZIMUTH MARK IS REACHED AS FOLLOWS- FROM THE STATION GO ABOUT
 FH0995'50 YARDS TO SMALL GATE.  PASS THROUGH GATE AND GO 0.05 MILE
 FH0995'TO WHITE BUMP GATE.  AZIMUTH IS 178.0 FEET SW OF THIS GATE.
 FH0995'
 FH0995'STATION IS REACHED AS FOLLOWS- FROM THE W END OF THE BRIDGE
 FH0995'OVER THE ARKANSAS RIVER AT FORT SMITH GO W ON U.S. HIGHWAY
 FH0995'64 0.1 MILE TO A SIDE ROAD ON THE RIGHT JUST BEYOND RAILROAD
 FH0995'UNDERPASS.  TURN RIGHT (N) AND GO 4.0 MILES TO THE GREENWOOD
 FH0995'JUNCTION DEPOT.  TURN LEFT (W) ALONG N SIDE OF TRACK AND
 FH0995'FOLLOW MAIN-TRAVELED ROAD UPGRADE 1.8 MILES TO WHITE BUMP
 FH0995'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND FOLLOW
 FH0995'MAIN-TRAVELED ROAD TO A SIMILAR GATE.  TURN RIGHT (NW) AND
 FH0995'GO ON THE E SIDE OF FENCE 0.05 MILE TO SMALL GATE.  PASS
 FH0995'THROUGH GATE AND GO ABOUT 50 YARDS TO HIGHEST POINT OF HILL
 FH0995'AND STATION.
 FH0995'
 FH0995'1940 DISTANCES AND DIRECTIONS TO REFERENCE WERE CHECKED
 FH0995'AND ARE CORRECT.
 FH0995'
 FH0995'1935 DIRECTION TO AZIMUTH MARK IS MORE ACCURATE THAN THE
 FH0995'1940 DIRECTION DUE TO PARTIAL OBSTRUCTION BY A TREE.
 FH0995
 FH0995                          STATION RECOVERY (1955)
 FH0995
 FH0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RKD)
 FH0995'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION
 FH0995'AS DESCRIBED.  AZIMUTH MARK NOT VISITED.
 FH0995
 FH0995                          STATION RECOVERY (1959)
 FH0995
 FH0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0995'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH0995'THE STATION MARK IS ABOUT 32 FEET SOUTHEAST OF THE SOUTHEAST
 FH0995'CORNER OF AN OPEN MACHINE SHED.  R.M. NO. 2 IS NORTHWEST
 FH0995'OF THIS SHED AND IS NOT VISABLE FROM THE STATION DUE TO
 FH0995'THE BUILDING.
 FH0995'
 FH0995'TO REACH FROM GREENWOOD JUNCTION, FROM THE RAILROAD CROSSING
 FH0995'JUST WEST OF THE RAILROAD STATION, GO WEST AND NORTHWEST
 FH0995'ON MAIN ROAD FOR 1.85 MILES TO A CATTLE GUARD ON THE LEFT,
 FH0995'TURN LEFT AND FOLLOW FARM ROAD FOR 0.85 MILES TO A ROAD
 FH0995'RIGHT JUST BEFORE REACHING A CATTLE GUARD (THE AZIMUTH MARK
 FH0995'IS ABOUT 185 FEET SOUTHWEST OF THE CATTLE GUARD AS DESCRIBED
 FH0995'IN 1940), TURN RIGHT AND FOLLOW FARM ROAD NORTH AND WEST
 FH0995'FOR 0.1 MILE TO STATION ON RIGHT TO EAST OF FARM BUILDINGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0544 ***********************************************************************
 FK0544  DESIGNATION -  PACKER
 FK0544  PID         -  FK0544
 FK0544  STATE/COUNTY-  OK/CADDO
 FK0544  COUNTRY     -  US
 FK0544  USGS QUAD   -  COGAR (2018)
 FK0544
 FK0544                         *CURRENT SURVEY CONTROL
 FK0544  ______________________________________________________________________
 FK0544* NAD 83(1993) POSITION- 35 15 46.64500(N) 098 09 21.79174(W)   ADJUSTED
 FK0544* NAVD 88 ORTHO HEIGHT -   461.00  (+/-2cm)     1512.5   (feet) VERTCON3
 FK0544  ______________________________________________________________________
 FK0544  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 FK0544  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 FK0544  HORZ ORDER      -  FIRST
 FK0544  VERT ORDER      -  THIRD ? (See Below)
 FK0544
 FK0544.The horizontal coordinates were established by classical geodetic methods
 FK0544.and adjusted by the National Geodetic Survey in November 1994.
 FK0544
 FK0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0544
 FK0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0544.GEOID18 height accuracy estimate available here.
 FK0544
 FK0544.The vertical order pertains to the NGVD 29 superseded value.
 FK0544
 FK0544.Click photographs - Photos may exist for this station.
 FK0544
 FK0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0544
 FK0544. The following values were computed from the NAD 83(1993) position.
 FK0544
 FK0544;                    North         East     Units Scale Factor Converg.
 FK0544;SPC OK S     -   214,058.896   585,799.828   MT  1.00000599   -0 05 18.9
 FK0544;SPC OK S     -   702,291.56  1,921,911.60   sFT  1.00000599   -0 05 18.9
 FK0544;UTM  14      - 3,902,531.038   576,765.289   MT  0.99967262   +0 29 14.1
 FK0544
 FK0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0544!SPC OK S     -   0.99993188  x   1.00000599  =   0.99993787
 FK0544!UTM  14      -   0.99993188  x   0.99967262  =   0.99960452
 FK0544
 FK0544:                Primary Azimuth Mark                     Grid Az
 FK0544:SPC OK S     -  PACKER AZ MK                             124 34 49.0
 FK0544:UTM  14      -  PACKER AZ MK                             124 00 16.0
 FK0544
 FK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7676502531(NAD 83)
 FK0544
 FK0544|---------------------------------------------------------------------|
 FK0544| PID    Reference Object                     Distance      Geod. Az  |
 FK0544|                                                           dddmmss.s |
 FK0544| CK9585 PACKER RM 2                          18.850 METERS 06240     |
 FK0544| CK9582 PACKER AZ MK                                       1242930.1 |
 FK0544| CK9584 PACKER RM 1                          21.349 METERS 16919     |
 FK0544| FK0545 PACKER RM                           154.842 METERS 21353     |
 FK0544| CK9583 PACKER RM                            70.610 METERS 27239     |
 FK0544|---------------------------------------------------------------------|
 FK0544
 FK0544                          SUPERSEDED SURVEY CONTROL
 FK0544
 FK0544  NAD 83(1986)-  35 15 46.65126(N)    098 09 21.77551(W) AD(       ) 1
 FK0544  NAD 27      -  35 15 46.43800(N)    098 09 20.59300(W) AD(       ) 1
 FK0544  USSD        -  35 15 46.36900(N)    098 09 20.94300(W) AD(       ) 3
 FK0544  NGVD 29             460.84   (m)         1511.9    (f) LEVELING    3  
 FK0544
 FK0544.Superseded values are not recommended for survey control.
 FK0544
 FK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0544.See file dsdata.pdf to determine how the superseded data were derived.
 FK0544
 FK0544_MARKER: DS = TRIANGULATION STATION DISK
 FK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0544_STAMPING: PACKER 1921
 FK0544_MARK LOGO: CGS
 FK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0544+STABILITY: SURFACE MOTION
 FK0544
 FK0544  HISTORY     - Date     Condition        Report By
 FK0544  HISTORY     - 1921     MONUMENTED       CGS
 FK0544  HISTORY     - 1934     GOOD             CGS
 FK0544  HISTORY     - 1934     GOOD             CGS
 FK0544  HISTORY     - 1934     GOOD             CGS
 FK0544  HISTORY     - 1937     GOOD             CGS
 FK0544  HISTORY     - 1947     GOOD             CGS
 FK0544  HISTORY     - 1964     GOOD             CGS
 FK0544
 FK0544                          STATION DESCRIPTION
 FK0544
 FK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0544'FOUR MILES S AND 8 MILES E OF BINGER, 15 MILES W AND 3 MILES
 FK0544'S FROM MINCO, 1-1/8 MILES N. 20 DEG W. OF PACKER CHURCH,
 FK0544'IN THE SE 1/4 SEC. 9, T9N, R9W, ON HIGHEST POINT
 FK0544'OF SAND RIDGE COVERED WITH SMALL JACK OAK, ON LAND OWNED BY
 FK0544'AN OLD INDIAN WOMAN.
 FK0544'
 FK0544'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 FK0544'CONCRETE.
 FK0544'
 FK0544'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 FK0544'70.61 METERS (231.7 FEET) FROM STATION, N 87 DEG 26 MIN W.
 FK0544
 FK0544                          STATION RECOVERY (1934)
 FK0544
 FK0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (NEW)
 FK0544'ORIGINAL DESCRIPTION STILL APPLIES.
 FK0544
 FK0544                          STATION RECOVERY (1934)
 FK0544
 FK0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0544'STATION GOOD.  STATION IS 3 MILES S AND 11-1/2 MILES W OF
 FK0544'MINCO, IT IS A BRONZE STATION DISK SET IN A CONCRETE BASE ABOUT
 FK0544'14 INCHES SQUARE, PROJECTING 2 INCHES ABOVE SURFACE.  LOCATED
 FK0544'ON HIGHEST GROUND IN TIMBERED BLACK-JACK PASTURE, ABOUT
 FK0544'103 YARDS E AND 153 YARDS N OF QUARTER-SECTION CORNER COMMON
 FK0544'TO SECS. 9 AND 16.
 FK0544
 FK0544                          STATION RECOVERY (1934)
 FK0544
 FK0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0544'STATION GOOD.  STATION IS 4 MILES S AND 8 MILES E OF BINGER,
 FK0544'13 MILES N AND 3-1/2 MILES W OF VERDON, ABOUT 103 YARDS
 FK0544'E AND 153 YARDS N OF THE QUARTER SECTION TO SECS. 9 AND 16,
 FK0544'IN BLACK-JACK AND SCRUB-OAK PASTURE.  NOT STAMPED.
 FK0544'
 FK0544'REFERENCE MARK WAS DESTROYED.  PIECE OF CONCRETE BEARING
 FK0544'PART OF DRILL HOLE FOUND NEAR LOCATION.
 FK0544'
 FK0544'PACKER ECC. WAS USED FOR AZIMUTH MARK.
 FK0544
 FK0544                          STATION RECOVERY (1937)
 FK0544
 FK0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CHR)
 FK0544'STATION IS 509 FEET N. 40 DEG E. FROM SW CORNER OF QUARTER
 FK0544'SECTION.
 FK0544
 FK0544                          STATION RECOVERY (1947)
 FK0544
 FK0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 FK0544'THE STATION AND U.S.C. AND G.S. AND STATE SURVEY REFERENCE
 FK0544'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FK0544'A NEW AZIMUTH AND TWO REFERENCE MARKS WERE ESTABLISHED.
 FK0544'
 FK0544'THE COMPLETE DESCRIPTION FOLLOWS-
 FK0544'
 FK0544'THE STATION IS LOCATED ABOUT 4 MILES SOUTH AND 8 MILES EAST
 FK0544'OF BINGER, 13 MILES NORTH AND 3.5 MILES WEST OF VERDON ON
 FK0544'THE HIGHEST POINT OF A SANDY RIDGE COVERED WITH SCRUB OAK
 FK0544'AND BRUSH, ABOUT 150 YARDS NORTH OF AN EAST-WEST SAND ROAD
 FK0544'AND 3 FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED PACKER
 FK0544'1921.
 FK0544'
 FK0544'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND
 FK0544'ABOUT 3 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 FK0544'PACKER NO 1 1921 AND PROJECTS 4 INCHES.
 FK0544'
 FK0544'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION AND
 FK0544'ABOUT 3 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED
 FK0544'PACKER NO 2 1921 AND PROJECTS 4 INCHES.
 FK0544'
 FK0544'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 0.1 MILE
 FK0544'SOUTH OF A FARM HOUSE, 18 FEET EAST OF A NORTH-SOUTH DIRT
 FK0544'ROAD, 2 FEET WEST OF A NORTH-SOUTH FENCE AND 3 FEET NORTH
 FK0544'OF A WITNESS POST.  IT IS STAMPED PACKER 1921 AND PROJECTS
 FK0544'6 INCHES.
 FK0544'
 FK0544'THE U.S.C. AND G.S. AND STATE SURVEY REFERENCE MARK IS
 FK0544'SOUTH-SOUTHWEST OF THE STATION, 48 FEET NORTH OF THE CENTER
 FK0544'OF AN EAST-WEST SAND ROAD AND DIRECTLY NORTH OF A FENCE
 FK0544'CORNER ON THE SOUTH SIDE OF THE ROAD.  IT IS A 10-INCH SQUARE
 FK0544'CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FK0544'PACKER REF 1935.
 FK0544'
 FK0544'TO REACH FROM GRACEMONT, AT THE EAST EDGE OF THE BUSINESS
 FK0544'DISTRICT, GO NORTH ON U.S. HIGHWAY 281 5.3 MILES TO CROSSROAD
 FK0544'AND SMALL HOUSE IN SOUTHEAST ANGLE, TURN RIGHT, EAST, 4.65
 FK0544'MILES TO A CROSSROAD JUST NORTH OF A TEXACO SERVICE STATION
 FK0544'AND COTTON GIN, TURN RIGHT, SOUTH, 1.0 MILE TO CROSSROAD,
 FK0544'TURN LEFT, EAST, 2.0 MILES TO A T-ROAD LEFT, TURN LEFT,
 FK0544'NORTH, 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.  FROM
 FK0544'THE AZIMUTH MARK CONTINUE NORTH 0.1 MILE TO A HOUSE ON THE
 FK0544'LEFT AND A CROSSROAD, TURN LEFT, WEST, UP OLD WASHED OUT
 FK0544'SAND ROAD FOR 0.45 MILE TO TOP OF HILL AND TURN RIGHT ON
 FK0544'TRAIL FOR 150 YARDS TO STATION.
 FK0544'
 FK0544'A 4 FOOT SIGNAL AT KECHI 1902 IS VISIBLE AT 37 FEET.
 FK0544'
 FK0544'A 4 FOOT SIGNAL AT EDWARDS 2 IS VISIBLE AT 37 FEET.
 FK0544'
 FK0544'A 4 FOOT SIGNAL AT ALDEN 1921 IS VISIBLE AT 50 FEET.
 FK0544'
 FK0544'HEIGHT OF LIGHT ABOVE STATION MARK - 26.2 METERS.
 FK0544
 FK0544                          STATION RECOVERY (1964)
 FK0544
 FK0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 FK0544'THE COTTON GIN AND TEXACO STATION REFERED TO IN THE 1947
 FK0544'RECOVERY NOTE ARE NO LONGER IN EXISTENCE.  WITH DELETION
 FK0544'OF THIS REFERENCE THE STATION IS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0545 ***********************************************************************
 FK0545  DESIGNATION -  PACKER RM
 FK0545  PID         -  FK0545
 FK0545  STATE/COUNTY-  OK/CADDO
 FK0545  COUNTRY     -  US
 FK0545  USGS QUAD   -  COGAR (2018)
 FK0545
 FK0545                         *CURRENT SURVEY CONTROL
 FK0545  ______________________________________________________________________
 FK0545* NAD 83(1993) POSITION- 35 15 42.47422(N) 098 09 25.20754(W)   ADJUSTED
 FK0545* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 FK0545  ______________________________________________________________________
 FK0545  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 FK0545  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 FK0545  HORZ ORDER      -  SECOND
 FK0545
 FK0545.The horizontal coordinates were established by classical geodetic methods
 FK0545.and adjusted by the National Geodetic Survey in November 1994.
 FK0545
 FK0545.The orthometric height was scaled from a topographic map.
 FK0545
 FK0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0545.GEOID18 height accuracy estimate available here.
 FK0545
 FK0545.Click photographs - Photos may exist for this station.
 FK0545
 FK0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0545
 FK0545. The following values were computed from the NAD 83(1993) position.
 FK0545
 FK0545;                    North         East     Units Scale Factor Converg.
 FK0545;SPC OK S     -   213,930.494   585,713.289   MT  1.00000575   -0 05 20.8
 FK0545;SPC OK S     -   701,870.30  1,921,627.68   sFT  1.00000575   -0 05 20.8
 FK0545;UTM  14      - 3,902,401.816   576,680.073   MT  0.99967246   +0 29 12.1
 FK0545
 FK0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0545!SPC OK S     -   0.99993766  x   1.00000575  =   0.99994341
 FK0545!UTM  14      -   0.99993766  x   0.99967246  =   0.99961014
 FK0545
 FK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7668002401(NAD 83)
 FK0545
 FK0545                          SUPERSEDED SURVEY CONTROL
 FK0545
 FK0545  NAD 83(1986)-  35 15 42.48050(N)    098 09 25.19129(W) AD(       ) 2
 FK0545  NAD 27      -  35 15 42.26700(N)    098 09 24.00900(W) AD(       ) 2
 FK0545
 FK0545.Superseded values are not recommended for survey control.
 FK0545
 FK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0545.See file dsdata.pdf to determine how the superseded data were derived.
 FK0545
 FK0545_MARKER: DD = SURVEY DISK
 FK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0545_STAMPING: PACKER REF 1935
 FK0545_MARK LOGO: CGS+SS
 FK0545_PROJECTION: PROJECTING 10 CENTIMETERS
 FK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0545+STABILITY: SURFACE MOTION
 FK0545
 FK0545  HISTORY     - Date     Condition        Report By
 FK0545  HISTORY     - 1935     MONUMENTED       OKGS
 FK0545
 FK0545                          STATION DESCRIPTION
 FK0545
 FK0545'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1935
 FK0545'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) EAST-SOUTHEAST OF BINGER,
 FK0545'7.7 MI (12.4 KM) NORTHEAST OF GRACEMONT AND 5.2 MI (8.4 KM)
 FK0545'SOUTH-SOUTHWEST OF COGAR.
 FK0545'
 FK0545'TO REACH FROM GRACEMONT, AT THE EAST EDGE OF THE BUSINESS DISTRICT, GO
 FK0545'NORTH ON U.S. HIGHWAY 281 5.3 MI (8.5 KM) TO CROSSROAD AND SMALL HOUSE
 FK0545'IN SOUTHEAST ANGLE.  TURN RIGHT (EAST) 4.65 MI (7.48 KM) TO A
 FK0545'CROSSROAD JUST NORTH OF A TEXACO SERVICE STATION AND COTTON GIN.  TURN
 FK0545'RIGHT (SOUTH) 1.0 MI (1.6 KM) TO CROSSROAD.  TURN LEFT (EAST) 2.0 MI
 FK0545'(3.2 KM) TO A T-ROAD LEFT.  TURN LEFT (NORTH) 0.8 MI (1.3 KM) TO THE
 FK0545'AZIMUTH MARK ON THE RIGHT.  FROM THE AZIMUTH MARK CONTINUE NORTH 0.1
 FK0545'MI (0.2 KM) TO A HOUSE ON THE LEFT AND A CROSSROAD.  TURN LEFT (WEST)
 FK0545'UP OLD WASHED OUT SAND ROAD FOR 0.45 MI (0.72 KM) TO TOP OF HILL AND
 FK0545'TURN RIGHT ON TRAIL FOR 150 YDS (137.2 M) TO STATION.
 FK0545'
 FK0545'IT IS SOUTH-SOUTHWEST OF STATION PACKER, 48 FT (14.6 M) NORTH OF THE
 FK0545'CENTER OF AN EAST-WEST SAND ROAD AND DIRECTLY NORTH OF A FENCE CORNER
 FK0545'ON THE SOUTH SIDE OF THE ROAD.  IT IS A 10-INCH (25 CM) SQUARE
 FK0545'CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1343 ***********************************************************************
 FJ1343  DESIGNATION -  PAGEPORT
 FJ1343  PID         -  FJ1343
 FJ1343  STATE/COUNTY-  OK/CANADIAN
 FJ1343  COUNTRY     -  US
 FJ1343  USGS QUAD   -  MINCO NE (2018)
 FJ1343
 FJ1343                         *CURRENT SURVEY CONTROL
 FJ1343  ______________________________________________________________________
 FJ1343* NAD 83(1993) POSITION- 35 29 18.57720(N) 097 49 13.09789(W)   ADJUSTED
 FJ1343* NAD 83(1993) ELLIP HT-   384.390 (meters)        (11/28/94)   ADJUSTED
 FJ1343* NAVD 88 ORTHO HEIGHT -   411.5   (meters)     1350.    (feet) VERTCON3
 FJ1343  ______________________________________________________________________
 FJ1343  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 FJ1343  NAD 83(1993) X  -   -707,473.965 (meters)                     COMP
 FJ1343  NAD 83(1993) Y  - -5,151,108.742 (meters)                     COMP
 FJ1343  NAD 83(1993) Z  -  3,682,351.738 (meters)                     COMP
 FJ1343  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 FJ1343  HORZ ORDER      -  SECOND
 FJ1343  ELLP ORDER      -  FIFTH     CLASS I
 FJ1343
 FJ1343.This mark is at Clarence E Page Mun Airport (F29)
 FJ1343
 FJ1343.The horizontal coordinates were established by GPS observations
 FJ1343.and adjusted by the National Geodetic Survey in November 1994.
 FJ1343
 FJ1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1343
 FJ1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1343.GEOID18 height accuracy estimate available here.
 FJ1343
 FJ1343.Click photographs - Photos may exist for this station.
 FJ1343
 FJ1343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1343
 FJ1343.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1343
 FJ1343.The ellipsoidal height was determined by GPS observations
 FJ1343.and is referenced to NAD 83.
 FJ1343
 FJ1343. The following values were computed from the NAD 83(1993) position.
 FJ1343
 FJ1343;                    North         East     Units Scale Factor Converg.
 FJ1343;SPC OK N     -    54,215.228   616,306.183   MT  1.00001511   +0 06 21.8
 FJ1343;SPC OK N     -   177,871.13  2,021,997.87   sFT  1.00001511   +0 06 21.8
 FJ1343;UTM  14      - 3,927,856.932   607,007.941   MT  0.99974111   +0 41 05.7
 FJ1343
 FJ1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1343!SPC OK N     -   0.99993967  x   1.00001511  =   0.99995478
 FJ1343!UTM  14      -   0.99993967  x   0.99974111  =   0.99968080
 FJ1343
 FJ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0700727856(NAD 83)
 FJ1343
 FJ1343                          SUPERSEDED SURVEY CONTROL
 FJ1343
 FJ1343  NAD 83(1986)-  35 29 18.58220(N)    097 49 13.08479(W) AD(       ) 2
 FJ1343  NGVD 29 (11/30/89)  411.3    (m)  RAPSU86  model used  GPS OBS        
 FJ1343
 FJ1343.Superseded values are not recommended for survey control.
 FJ1343
 FJ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1343.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1343
 FJ1343_MARKER: I = METAL ROD
 FJ1343_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1343_STAMPING: PAGEPORT 1989
 FJ1343_MARK LOGO: NGS
 FJ1343_PROJECTION: FLUSH
 FJ1343_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1343+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1343_ROD/PIPE-DEPTH: 2.9 meters
 FJ1343_SLEEVE-DEPTH  : 1.0 meters
 FJ1343
 FJ1343  HISTORY     - Date     Condition        Report By
 FJ1343  HISTORY     - 1989     MONUMENTED       NGS
 FJ1343
 FJ1343                          STATION DESCRIPTION
 FJ1343
 FJ1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1343'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) WEST-SOUTHWEST OF YUKON,
 FJ1343'AT THE OKLAHOMA CITY/CLARENCE E. PAGE MUNICIPAL AIRPORT, IN THE
 FJ1343'NORTHEAST CORNER OF THE SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN
 FJ1343'RUNWAY 17L-35R AND A PARALLEL TAXIWAY.  OWNERSHIP--CITY OF OKLAHOMA
 FJ1343'CITY DEPARTMENT OF AIRPORTS. OKLAHOMA CITY AIRPORT TRUST, 7100
 FJ1343'TERMINAL DRIVE, P O BOX 59937, OKLAHOMA CITY OK 73159.  AIRPORT
 FJ1343'MANAGER IS WAYNE FULLER. PHONE (405) 681-5311. (GARY RIGGS IS THE
 FJ1343'AIRPORT ATTENDANT, PHONE 405-354-6631).
 FJ1343'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FJ1343'CIMARRON ROAD (EXIT 132), 6.2 KM (3.85 MI) WEST OF YUKON, GO SOUTH FOR
 FJ1343'1.0 KM (0.60 MI) ON CIMARRON ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT
 FJ1343'AND GO WEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD PASSING
 FJ1343'THROUGH A GATE AND PASSING FUEL TANKS ON THE RIGHT TO A
 FJ1343'T-INTERSECTION.  TURN RIGHT AND GO NORTH FOR 50 METERS ON THE PAVED
 FJ1343'ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.4 KM
 FJ1343'(0.25 MI) ON THE GRAVEL ROAD, WHICH TURNS TO PAVED, TO A PARALLEL
 FJ1343'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) ON THE PARALLEL
 FJ1343'TAXIWAY TO THE STATION ON THE RIGHT JUST PAST A CONNECTING TAXIWAY.
 FJ1343'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1343'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.9 METERS IN A GREASE
 FJ1343'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1343'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1343'26.8 M (87.9 FT) NORTHEAST FROM THE CENTER OF A 35 CM METAL SPLICE BOX
 FJ1343'COVER, 14.2 M (46.6 FT) SOUTH FROM THE SOUTH EDGE OF THE CONNECTING
 FJ1343'TAXIWAY, 13.3 M (43.6 FT) WEST FROM THE WEST EDGE OF THE PARALLEL
 FJ1343'TAXIWAY, AND 13.0 M (42.7 FT) SOUTHWEST FROM THE CENTER OF THE CURVED
 FJ1343'JUNCTION OF THE PARALLEL TAXIWAY AND THE CONNECTING TAXIWAY.
 FJ1343'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1344 ***********************************************************************
 FJ1344  DESIGNATION -  PAGEPORT AZ MK
 FJ1344  PID         -  FJ1344
 FJ1344  STATE/COUNTY-  OK/CANADIAN
 FJ1344  COUNTRY     -  US
 FJ1344  USGS QUAD   -  MINCO NE (2018)
 FJ1344
 FJ1344                         *CURRENT SURVEY CONTROL
 FJ1344  ______________________________________________________________________
 FJ1344* NAD 83(1993) POSITION- 35 29 33.38391(N) 097 49 12.69371(W)   ADJUSTED
 FJ1344* NAD 83(1993) ELLIP HT-   383.143 (meters)        (11/28/94)   ADJUSTED
 FJ1344* NAVD 88 ORTHO HEIGHT -   410.3   (meters)     1346.    (feet) VERTCON3
 FJ1344  ______________________________________________________________________
 FJ1344  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 FJ1344  NAD 83(1993) X  -   -707,427.683 (meters)                     COMP
 FJ1344  NAD 83(1993) Y  - -5,150,846.638 (meters)                     COMP
 FJ1344  NAD 83(1993) Z  -  3,682,722.588 (meters)                     COMP
 FJ1344  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 FJ1344  HORZ ORDER      -  SECOND
 FJ1344  ELLP ORDER      -  FIFTH     CLASS I
 FJ1344
 FJ1344.This mark is at Clarence E Page Mun Airport (F29)
 FJ1344
 FJ1344.The horizontal coordinates were established by GPS observations
 FJ1344.and adjusted by the National Geodetic Survey in November 1994.
 FJ1344
 FJ1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1344
 FJ1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1344.GEOID18 height accuracy estimate available here.
 FJ1344
 FJ1344.Click photographs - Photos may exist for this station.
 FJ1344
 FJ1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1344
 FJ1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1344
 FJ1344.The ellipsoidal height was determined by GPS observations
 FJ1344.and is referenced to NAD 83.
 FJ1344
 FJ1344. The following values were computed from the NAD 83(1993) position.
 FJ1344
 FJ1344;                    North         East     Units Scale Factor Converg.
 FJ1344;SPC OK N     -    54,671.585   616,315.525   MT  1.00001427   +0 06 22.0
 FJ1344;SPC OK N     -   179,368.36  2,022,028.52   sFT  1.00001427   +0 06 22.0
 FJ1344;UTM  14      - 3,928,313.236   607,012.671   MT  0.99974112   +0 41 06.2
 FJ1344
 FJ1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1344!SPC OK N     -   0.99993987  x   1.00001427  =   0.99995414
 FJ1344!UTM  14      -   0.99993987  x   0.99974112  =   0.99968100
 FJ1344
 FJ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0701228313(NAD 83)
 FJ1344
 FJ1344                          SUPERSEDED SURVEY CONTROL
 FJ1344
 FJ1344  NAD 83(1986)-  35 29 33.38893(N)    097 49 12.68029(W) AD(       ) 2
 FJ1344  NGVD 29 (11/30/89)  410.1    (m)  RAPSU86  model used  GPS OBS        
 FJ1344
 FJ1344.Superseded values are not recommended for survey control.
 FJ1344
 FJ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1344.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1344
 FJ1344_MARKER: I = METAL ROD
 FJ1344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1344_STAMPING: PAGEPORT AZ MK 1989
 FJ1344_MARK LOGO: NGS
 FJ1344_PROJECTION: RECESSED 2 CENTIMETERS
 FJ1344_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1344+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1344_ROD/PIPE-DEPTH: 3.6 meters
 FJ1344_SLEEVE-DEPTH  : 1.0 meters
 FJ1344
 FJ1344  HISTORY     - Date     Condition        Report By
 FJ1344  HISTORY     - 1989     MONUMENTED       NGS
 FJ1344
 FJ1344                          STATION DESCRIPTION
 FJ1344
 FJ1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1344'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) WEST-SOUTHWEST OF YUKON,
 FJ1344'AT THE OKLAHOMA CITY/CLARENCE E. PAGE MUNICIPAL AIRPORT, IN THE
 FJ1344'NORTHEAST CORNER OF THE NORTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN
 FJ1344'RUNWAY 17L-35R AND A PARALLEL TAXIWAY.  OWNERSHIP--CITY OF OKLAHOMA
 FJ1344'CITY DEPARTMENTS OF AIRPORTS. OKLAHOMA CITY AIRPORT TRUST, 7100
 FJ1344'TERMINAL DRIVE, P O BOX 59937, OKLAHOMA CITY OK 73159.  AIRPORT
 FJ1344'MANAGER IS WAYNE FULLER.  PHONE (405) 681-5311.  (GARY RIGGS IS THE
 FJ1344'AIRPORT ATTENDANT, PHONE 405-354-6631).
 FJ1344'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FJ1344'CIMARRON ROAD (EXIT 132), 6.2 KM (3.85 MI) WEST OF YUKON, GO SOUTH FOR
 FJ1344'1.0 KM (0.60 MI) ON CIMARRON ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT
 FJ1344'AND GO WEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD PASSING
 FJ1344'THROUGH A GATE AND PASSING FUEL TANKS ON THE RIGHT TO A
 FJ1344'T-INTERSECTION.  TURN RIGHT AND GO NORTH FOR 50 METERS ON THE PAVED
 FJ1344'ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.4 KM
 FJ1344'(0.25 MI) ON THE GRAVEL ROAD (WHICH TURNS TO PAVED) TO A PARALLEL
 FJ1344'TAXIWAY.  TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE PARALLEL
 FJ1344'TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE A CONNECTING TAXIWAY.
 FJ1344'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 10 CM
 FJ1344'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.6 METERS IN A GREASE
 FJ1344'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER IN A PVC PIPE COVERED
 FJ1344'BY A STANDARD NGS LOGO CAP RECESSED 2 CM BELOW GROUND. LOCATED 44.5 M
 FJ1344'(146.0 FT) SOUTH-SOUTHWEST FROM THE NORTHEAST CORNER OF THE PARALLEL
 FJ1344'TAXIWAY, 31.0 M (101.7 FT) EAST FROM THE NORTHEAST CORNER OF A 3.0
 FJ1344'METER BY 1.0 METER METAL DRAIN COVER, AND 4.3 M (14.1 FT) WEST FROM
 FJ1344'THE WEST EDGE OF THE PARALLEL TAXIWAY.
 FJ1344'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1113 ***********************************************************************
 FH1113  DESIGNATION -  PANTHER 2
 FH1113  PID         -  FH1113
 FH1113  STATE/COUNTY-  OK/PITTSBURG
 FH1113  COUNTRY     -  US
 FH1113  USGS QUAD   -  QUINTON SOUTH (2018)
 FH1113
 FH1113                         *CURRENT SURVEY CONTROL
 FH1113  ______________________________________________________________________
 FH1113* NAD 83(1993) POSITION- 35 03 40.59542(N) 095 22 25.98300(W)   ADJUSTED
 FH1113* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 FH1113  ______________________________________________________________________
 FH1113  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 FH1113  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 FH1113  HORZ ORDER      -  SECOND
 FH1113
 FH1113.The horizontal coordinates were established by classical geodetic methods
 FH1113.and adjusted by the National Geodetic Survey in November 1994.
 FH1113
 FH1113.The orthometric height was scaled from a topographic map.
 FH1113
 FH1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1113.GEOID18 height accuracy estimate available here.
 FH1113
 FH1113.Click photographs - Photos may exist for this station.
 FH1113
 FH1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1113
 FH1113. The following values were computed from the NAD 83(1993) position.
 FH1113
 FH1113;                    North         East     Units Scale Factor Converg.
 FH1113;SPC OK S     -   194,788.961   839,520.368   MT  0.99997052   +1 29 26.3
 FH1113;SPC OK S     -   639,070.12  2,754,326.41   sFT  0.99997052   +1 29 26.3
 FH1113;UTM  15      - 3,882,415.501   283,519.519   MT  1.00017760   -1 21 51.2
 FH1113
 FH1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1113!SPC OK S     -   0.99993449  x   0.99997052  =   0.99990501
 FH1113!UTM  15      -   0.99993449  x   1.00017760  =   1.00011208
 FH1113
 FH1113:                Primary Azimuth Mark                     Grid Az
 FH1113:SPC OK S     -  WILBURTON                                179 07 11.7
 FH1113:UTM  15      -  WILBURTON                                181 58 29.2
 FH1113
 FH1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8351982415(NAD 83)
 FH1113
 FH1113|---------------------------------------------------------------------|
 FH1113| PID    Reference Object                     Distance      Geod. Az  |
 FH1113|                                                           dddmmss.s |
 FH1113| CI2755 PANTHER RM 2                         27.310 METERS 15829     |
 FH1113| FH1112 PANTHER RM 1                         28.193 METERS 18033     |
 FH1113| EK1023 WILBURTON                           APPROX.24.1 KM 1803638.0 |
 FH1113| CI2759 PANTHER 2 RM 3                       10.955 METERS 23814     |
 FH1113|---------------------------------------------------------------------|
 FH1113
 FH1113                          SUPERSEDED SURVEY CONTROL
 FH1113
 FH1113  NAD 83(1986)-  35 03 40.60262(N)    095 22 25.97675(W) AD(       ) 2
 FH1113  NAD 27      -  35 03 40.25100(N)    095 22 25.06700(W) AD(       ) 2
 FH1113
 FH1113.Superseded values are not recommended for survey control.
 FH1113
 FH1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1113.See file dsdata.pdf to determine how the superseded data were derived.
 FH1113
 FH1113_MARKER: DS = TRIANGULATION STATION DISK
 FH1113_SETTING: 80 = SET IN A BOULDER
 FH1113_STAMPING: PANTHER 2 1952
 FH1113_MARK LOGO: CGS
 FH1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1113+STABILITY: SURFACE MOTION
 FH1113
 FH1113  HISTORY     - Date     Condition        Report By
 FH1113  HISTORY     - 1952     MONUMENTED       CGS
 FH1113  HISTORY     - 1970     GOOD             NGS
 FH1113
 FH1113                          STATION DESCRIPTION
 FH1113
 FH1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 FH1113'THE STATION IS LOCATED ON THE TOP AND SOUTH SIDE OF A PROMINENT
 FH1113'HILL THAT IS ABOUT 4-1/2 MILES SOUTH OF QUINTON.  THIS HILL
 FH1113'IS KNOWN LOCALLY AS SHOE MOUNTAIN.  THE STATION IS 14 FEET
 FH1113'NORTHEAST OF A TRIANGLE BLAZED TREE.  THE DISC IS SET FLUSH
 FH1113'IN A BOULDER AND IS STAMPED, PANTHER 2 1952.
 FH1113'
 FH1113'REFERENCE MARK NO. 1 IS LOCATED SOUTH OF THE STATION.  THE
 FH1113'DISC IS SET FLUSH IN THE SURFACE OF A BOULDER AND IS STAMPED,
 FH1113'PANTHER NO 1 1919.
 FH1113'
 FH1113'REFERENCE MARK NO. 2 IS LOCATED SOUTHEAST OF THE STATION.
 FH1113'THE DISC IS STAMPED PANTHER NO 2 1919, AND IS LOCATED SOUTHEAST
 FH1113'OF THE STATION.
 FH1113'
 FH1113'REFERENCE MARK NO. 3 IS LOCATED SOUTHWEST OF THE STATION.
 FH1113'THE DISC IS SET FLUSH IN A BOULDER AND IS STAMPED, PANTHER
 FH1113'NO 3 1952.
 FH1113'
 FH1113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FH1113'31 AND 71, JUST WEST OF QUINTON, GO WEST ON STATE HIGHWAY
 FH1113'31 FOR 0.65 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 FH1113'THE MAIN ROAD SOUTH AND WEST FOR 3.6 MILES TO A CROSSROADS
 FH1113'WHERE MAIN ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON
 FH1113'MAIN TRAVELED ROAD FOR 0.8 MILES TO A SIDE ROAD LEFT.  TURN
 FH1113'LEFT AND FOLLOW MAIN TRAVELED ROAD, A WINDING TRACK ROAD,
 FH1113'FOR 1.8 MILES TO A HOUSE ON THE RIGHT.  PASS TO THE LEFT
 FH1113'OF THE HOUSE AND CONTINUE FOR 0.2 MILES TO A HOUSE ON THE
 FH1113'LEFT AND THE END OF TRUCK TRAVEL.  FROM THE HOUSE PACK SOUTH
 FH1113'TO A SMALL POND, THENCE LEFT AND SOUTHEAST ON A FOOTPATH
 FH1113'TO THE TOP OF THE FLAT TOPPED MOUNTAIN.  FROM HERE PACK
 FH1113'SOUTHEAST OT THE SOUTH EDGE OF THE MOUNTAIN, THENCE EAST
 FH1113'ALONG THE SOUTH SIDE TO A BLAZED TREE AND THE STATION.
 FH1113'LENGTH OF PACK IS ABOUT 3/4 OF A MILE.
 FH1113'
 FH1113'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FH1113'PANTHER 2 TO PANTHER NO 1 AND THE DISTANCE NOTED ABOVE.
 FH1113'
 FH1113'REFERENCE MARK NO 1 AND REFERENCEMARKNO. 2 HAD NO STAMPING
 FH1113'ON THE DISC, BUT WERE MARKED AT THIS TIME AS INDICATED ABOVE.
 FH1113'REFERENCE MARK NO. 2 WAS NOT MENTIONED IN ANY OF THE DATA
 FH1113'THIS PARTY HAD AVAILABLE.  REFERENCE MARK NO. 1 WAS USED
 FH1113'TO ESTABLISHED PANTHER 2 IN THE SAME LOCATION AS PANTHER 1919.
 FH1113'
 FH1113'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FH1113
 FH1113                          STATION RECOVERY (1970)
 FH1113
 FH1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FH1113'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3
 FH1113'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE 1952
 FH1113'DESCRIPTION WAS USED FOR RECOVERY.  THE DESCRIPTION IS ADEQUATE
 FH1113'EXCEPT FOR THE STAMPING ON TWO REFERENCE MARKS.  DISTANCES
 FH1113'TO REFERENCE MARKS WERE MEASURED AND CHECKED THE 1952 DISTANCES.
 FH1113'ADDITIONAL MEASUREMENTS WERE MADE FOR FUTURE RECOVERY AS
 FH1113'FOLLOWS- THE STATION IS ABOUT 5 MILES SOUTH OF QUINTON, ON
 FH1113'A TIMBER-COVERED FLAT-TOPPED HILL.  THE STATION IS AT THE
 FH1113'SOUTH END OF MOUNTAIN ABOUT 25 YARDS NORTH OF THE RIM OF
 FH1113'HILL, ABOUT 100 YARDS WEST FROM WHERE THE RIM OF HILL BEARS
 FH1113'TO THE NORTHEAST.
 FH1113'
 FH1113'TO REACH STATION FROM THE POST OFFICE IN QUINTON, GO WEST
 FH1113'ON STATE HIGHWAY 31 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 FH1113'SOUTH, GO 3.25 MILES TO A CROSSROAD AT BOTTOM OF A RIDGE.
 FH1113'CONTINUE SOUTH, UPHILL, ON A BLADED ROAD FOR 0.65 MILE TO A
 FH1113'SIDE ROAD LEFT, TURN LEFT, GO EAST AND SOUTH 1.55 MILES
 FH1113'TO RANCH BUILDINGS.  PASS BETWEEN THE TWO HOUSES, GO EAST
 FH1113'AND SOUTH ON A TRACK ROAD FOR 0.3 MILE TO THE SECOND POND.
 FH1113'THIS IS END OF TRUCK TRAVEL.  PACK SOUTHEAST ON A FOOT TRAIL
 FH1113'TO TOP OF HILL AT THE WEST END TO TRIANGULATION STATION
 FH1113'BURNS.  THENCE PACK SOUTH AND EAST KEEPING ABOUT 50 YARDS
 FH1113'IN FROM THE RIM OF HILL TO THE SOUTH END OF HILL AND THE
 FH1113'STATION.  ABOUT A 30-MINUTE PACK.
 FH1113'
 FH1113'STATION MARK, A STANDARD DISK, STAMPED PANTHER 2 1952 IS
 FH1113'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 FH1113'IT IS 56 FEET NORTH OF A 16-INCH TREE WITH A TRIANGULAR
 FH1113'BLAZE ON THE WEST SIDE, AND 26 FEET EAST OF A 10-INCH TREE
 FH1113'WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.
 FH1113'
 FH1113'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PANTHER 1916
 FH1113'IS CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 3 FEET BY
 FH1113'4 FEET AND PROJECTS ABOUT 12 INCHES ABOVE GROUND.  IT IS
 FH1113'37 FEET SOUTH OF THE 16-INCH TREE WITH TRIANGULAR BLAZE
 FH1113'ON THE WEST SIDE.
 FH1113'
 FH1113'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED PANTHER 1916
 FH1113'IS CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 3 FEET BY 3
 FH1113'FEET AND PROJECTS ABOUT 12 INCHES ABOVE GROUND.  IT IS 33
 FH1113'FEET SOUTHEAST OF THE 16-INCH TREE WITH TRIANGULAR BLAZE
 FH1113'ON THE WEST SIDE.
 FH1113'
 FH1113'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED PANTHER NO
 FH1113'3 1951, IS CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH
 FH1113'THE SURFACE OF GROUND.  IT IS 14 FEET SOUTHWEST OF THE 10-INCH
 FH1113'TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE.
 FH1113'
 FH1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 FH1113'MILES SOUTH OF QUINTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1112 ***********************************************************************
 FH1112  DESIGNATION -  PANTHER RM 1
 FH1112  PID         -  FH1112
 FH1112  STATE/COUNTY-  OK/PITTSBURG
 FH1112  COUNTRY     -  US
 FH1112  USGS QUAD   -  QUINTON SOUTH (2018)
 FH1112
 FH1112                         *CURRENT SURVEY CONTROL
 FH1112  ______________________________________________________________________
 FH1112* NAD 83(1993) POSITION- 35 03 39.68061(N) 095 22 25.99353(W)   ADJUSTED
 FH1112* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 FH1112  ______________________________________________________________________
 FH1112  GEOID HEIGHT    -        -30.741 (meters)                     GEOID18
 FH1112  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 FH1112  HORZ ORDER      -  SECOND
 FH1112
 FH1112.The horizontal coordinates were established by classical geodetic methods
 FH1112.and adjusted by the National Geodetic Survey in November 1994.
 FH1112
 FH1112.The orthometric height was scaled from a topographic map.
 FH1112
 FH1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1112.GEOID18 height accuracy estimate available here.
 FH1112
 FH1112.Click photographs - Photos may exist for this station.
 FH1112
 FH1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1112
 FH1112. The following values were computed from the NAD 83(1993) position.
 FH1112
 FH1112;                    North         East     Units Scale Factor Converg.
 FH1112;SPC OK S     -   194,760.773   839,520.835   MT  0.99997048   +1 29 26.3
 FH1112;SPC OK S     -   638,977.64  2,754,327.94   sFT  0.99997048   +1 29 26.3
 FH1112;UTM  15      - 3,882,387.318   283,518.581   MT  1.00017761   -1 21 51.1
 FH1112
 FH1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1112!SPC OK S     -   0.99993496  x   0.99997048  =   0.99990544
 FH1112!UTM  15      -   0.99993496  x   1.00017761  =   1.00011256
 FH1112
 FH1112:                Primary Azimuth Mark                     Grid Az
 FH1112:SPC OK S     -  WILBURTON                                179 07 12.0
 FH1112:UTM  15      -  WILBURTON                                181 58 29.4
 FH1112
 FH1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8351882387(NAD 83)
 FH1112
 FH1112|---------------------------------------------------------------------|
 FH1112| PID    Reference Object                     Distance      Geod. Az  |
 FH1112|                                                           dddmmss.s |
 FH1112| FH1113 PANTHER 2                            28.193 METERS 00033     |
 FH1112| CI2758 PANTHER 2 RM 2                       27.310 METERS 07447     |
 FH1112| EK1023 WILBURTON                           APPROX.24.0 KM 1803638.3 |
 FH1112| CI2759 PANTHER 2 RM 3                       24.202 METERS 33803     |
 FH1112|---------------------------------------------------------------------|
 FH1112
 FH1112                          SUPERSEDED SURVEY CONTROL
 FH1112
 FH1112  NAD 83(1986)-  35 03 39.68781(N)    095 22 25.98727(W) AD(       ) 2
 FH1112  NAD 27      -  35 03 39.33600(N)    095 22 25.07800(W) AD(       ) 2
 FH1112
 FH1112.Superseded values are not recommended for survey control.
 FH1112
 FH1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1112.See file dsdata.pdf to determine how the superseded data were derived.
 FH1112
 FH1112_MARKER: DR = REFERENCE MARK DISK
 FH1112_SETTING: 80 = SET IN A BOULDER
 FH1112_STAMPING: PANTHER NO 1 1919
 FH1112_MARK LOGO: CGS
 FH1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1112+STABILITY: SURFACE MOTION
 FH1112
 FH1112  HISTORY     - Date     Condition        Report By
 FH1112  HISTORY     - 1919     MONUMENTED       CGS
 FH1112  HISTORY     - 1952     GOOD             CGS
 FH1112  HISTORY     - 1967     GOOD             USGS
 FH1112
 FH1112                          STATION DESCRIPTION
 FH1112
 FH1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 FH1112'THIS STATION IS LOCATED ON THE TOP AND SOUTH SIDE OF A PROMINENT
 FH1112'HILL, LOCATED ABOUT 4-1/2 MILES SOUTH OF QUINTON.  THE HILL
 FH1112'IS KNOWN LOCALLY AS SHOE MOUNTAIN.  IT IS SOUTH OF TRIANGULATION
 FH1112'STATION PANTHER 2 1952 AND A TRAVERSE CONNECTION WAS MADE
 FH1112'BETWEEN THE ABOVE TWO STATIONS AND THE DISTANCE IS AS FOLLOWS-
 FH1112'92.49 FEET OR 28.193 METERS.  THE DISK IS SET IN BOULDER AND
 FH1112'STAMPED PANTHER NO 1 1919.
 FH1112'
 FH1112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31
 FH1112'AND 71, JUST WEST OF QUINTON, GO WEST ON STATE HIGHWAY 31
 FH1112'FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW MAIN
 FH1112'ROAD SOUTH AND WEST FOR 3.6 MILES TO A CROSSROADS WHERE
 FH1112'MAIN ROAD TURNS TO THE RIGHT.  CONTINUE STRAIGHT AHEAD OR
 FH1112'SOUTH ON MAIN TRAVELED ROAD FOR 1.8 MILES TO A HOUSE ON
 FH1112'THE RIGHT.  PASS TO THE LEFT OF THE HOUSE AND CONTINUE ON
 FH1112'TRACK ROAD FOR 0.2 MILE TO A HOUSE ON THE LEFT AND THE END OF
 FH1112'TRUCK TRAVEL.  FROM HOUSE, PACK SOUTH FOR A FEW YARDS TO
 FH1112'A SMALL POND, THENCE LEFT AND SOUTHEAST, UP FOOTPATH TO
 FH1112'THE TOP OF THE MOUNTAIN, SOUTHEAST ACROSS FLAT TOP OF
 FH1112'MOUNTAIN TO THE SOUTH SIDE, THEN EAST ALONG THE SOUTH SIDE TO
 FH1112'A TRIANGLE BLAZED TREE AND STATION SITE.
 FH1112
 FH1112                          STATION RECOVERY (1967)
 FH1112
 FH1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH1112'THE THREE REFERENCE MARKS ARE NOT STAMPED AS NOTED IN THE
 FH1112'CONTROL LIST - NOT EVEN THE SAME YEAR - THEY ARE STAMPED
 FH1112'AS FOLLOWS- PANTHER 1916 (ALL THREE) THEIR POSITIONS ALL CHECK
 FH1112'GOOD HOWEVER.
 FH1112'
 FH1112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- TOP OF
 FH1112'PANTHER (KNOWN LOCALLY AS SHOE/MTN ON S. SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0875 ***********************************************************************
 EL0875  DESIGNATION -  PAOLI
 EL0875  PID         -  EL0875
 EL0875  STATE/COUNTY-  OK/GARVIN
 EL0875  COUNTRY     -  US
 EL0875  USGS QUAD   -  PAOLI (2018)
 EL0875
 EL0875                         *CURRENT SURVEY CONTROL
 EL0875  ______________________________________________________________________
 EL0875* NAD 83(1993) POSITION- 34 48 25.52939(N) 097 19 00.11758(W)   ADJUSTED
 EL0875* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 EL0875  ______________________________________________________________________
 EL0875  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 EL0875  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 EL0875  HORZ ORDER      -  THIRD
 EL0875
 EL0875.The horizontal coordinates were established by classical geodetic methods
 EL0875.and adjusted by the National Geodetic Survey in November 1994.
 EL0875
 EL0875.The orthometric height was scaled from a topographic map.
 EL0875
 EL0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0875.GEOID18 height accuracy estimate available here.
 EL0875
 EL0875.Click photographs - Photos may exist for this station.
 EL0875
 EL0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0875
 EL0875. The following values were computed from the NAD 83(1993) position.
 EL0875
 EL0875;                    North         East     Units Scale Factor Converg.
 EL0875;SPC OK S     -   163,686.804   662,519.296   MT  0.99994348   +0 23 16.3
 EL0875;SPC OK S     -   537,029.12  2,173,615.39   sFT  0.99994348   +0 23 16.3
 EL0875;UTM  14      - 3,852,941.860   653,971.374   MT  0.99989220   +0 57 39.8
 EL0875
 EL0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0875!SPC OK S     -   0.99995505  x   0.99994348  =   0.99989853
 EL0875!UTM  14      -   0.99995505  x   0.99989220  =   0.99984726
 EL0875
 EL0875:                Primary Azimuth Mark                     Grid Az
 EL0875:SPC OK S     -  PAOLI AZ MK                              008 46 57.7
 EL0875:UTM  14      -  PAOLI AZ MK                              008 12 34.2
 EL0875
 EL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5397152941(NAD 83)
 EL0875
 EL0875|---------------------------------------------------------------------|
 EL0875| PID    Reference Object                     Distance      Geod. Az  |
 EL0875|                                                           dddmmss.s |
 EL0875| CY2753 PAOLI AZ MK                                        0091014.0 |
 EL0875| CY2754 PAOLI RM 1                            9.655 METERS 01116     |
 EL0875| EL0877 PAOLI MUNICIPAL TANK                APPROX. 5.8 KM 0655413.3 |
 EL0875| CY2755 PAOLI RM 2                           19.353 METERS 27937     |
 EL0875|---------------------------------------------------------------------|
 EL0875
 EL0875                          SUPERSEDED SURVEY CONTROL
 EL0875
 EL0875  NAD 83(1986)-  34 48 25.53443(N)    097 19 00.10362(W) AD(       ) 3
 EL0875  NAD 27      -  34 48 25.25371(N)    097 18 59.01264(W) AD(       ) 3
 EL0875
 EL0875.Superseded values are not recommended for survey control.
 EL0875
 EL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0875.See file dsdata.pdf to determine how the superseded data were derived.
 EL0875
 EL0875_MARKER: DS = TRIANGULATION STATION DISK
 EL0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0875_STAMPING: PAOLI 1957
 EL0875_MARK LOGO: CGS
 EL0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0875+STABILITY: SURFACE MOTION
 EL0875
 EL0875  HISTORY     - Date     Condition        Report By
 EL0875  HISTORY     - 1957     MONUMENTED       CGS
 EL0875  HISTORY     - 1966     GOOD             OKDH
 EL0875  HISTORY     - 1976     GOOD             OKDH
 EL0875
 EL0875                          STATION DESCRIPTION
 EL0875
 EL0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0875'STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF THE TOWN OF PAOLI,
 EL0875'ABOUT 8 MILES NORTHWEST OF THE TOWN OF PAULS VALLEY, AND
 EL0875'ABOUT 5 MILES EAST OF THE TOWN OF MAYSVILLE, IN NORTHWEST
 EL0875'1/4 OF SECTION 21, T 4 N, R 1 W, ON ROAD RIGHT-OF-WAY.
 EL0875'
 EL0875'REACHED FROM SCHOOL, IN WEST EDGE OF PAOLI, GO EAST 1 BLOCK,
 EL0875'TURN RIGHT, SOUTH, FOR 0.2 MILE TO A T-ROAD RIGHT, TURN
 EL0875'RIGHT, WEST, FOR 3.0 MILES TO CROSSROADS, TURN LEFT, SOUTH,
 EL0875'FOR 1.0 MILE TO A T-ROAD, TURN LEFT, EAST, FOR 0.05 MILE
 EL0875'TO FORKS, TURN RIGHT, SOUTH FOR 0.05 MILE TO AZIMUTH MARK
 EL0875'ON THE LEFT, CONTINUE SOUTH 0.25 MILE TO STATION ON THE LEFT.
 EL0875'
 EL0875'STATION MARKS ARE STANDARD DISKS, STAMPED PAOLI 1957.  SURFACE
 EL0875'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 EL0875'PROJECTING 4 INCHES.  IT IS 28 FEET EAST OF THE CENTER OF
 EL0875'A GRAVEL ROAD, 1 FOOT WEST OF A RIGHT-OF-WAY FENCE, 105 FEET
 EL0875'NORTH OF THE CREST OF A HILL, AND 64 FEET EAST OF A RIGHT-OF-WAY
 EL0875'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 EL0875'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 EL0875'
 EL0875'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PAOLI NO 1
 EL0875'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 EL0875'PROJECTING 6 INCHES.  IT IS 28 FEET EAST OF THE CENTER OF
 EL0875'A GRAVEL ROAD, 1 FOOT WEST OF A RIGHT-OF-WAY FENCE, AND
 EL0875'65 FEET EAST OF A WEST RIGHT-OF-WAY FENCE.
 EL0875'
 EL0875'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PAOLI NO 2
 EL0875'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 EL0875'PROJECTING 6 INCHES.  IT IS 1 FOOT EAST OF A RIGHT-OF-WAY
 EL0875'FENCE, 36 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 65
 EL0875'FEET WEST OF A RIGHT-OF-WAY FENCE.
 EL0875'
 EL0875'AZIMUTH MARK IS A STANDARD DISK, STAMPED PAOLI 1957, SET IN
 EL0875'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6
 EL0875'INCHES.  IT IS 1 FOOT WEST OF A RIGHT-OF-WAY FENCE, 30 FEET
 EL0875'EAST OF THE CENTER OF A GRAVEL ROAD, 239 FEET NORTHEAST OF
 EL0875'THE NORTHEAST CORNER OF A FARM HOUSE, 166 FEET NORTHEAST OF
 EL0875'A FENCE CORNER, AND 310 FEET SOUTH OF THE CENTER OF A EAST-WEST
 EL0875'ROAD.  A WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF MARK.
 EL0875
 EL0875                          STATION RECOVERY (1966)
 EL0875
 EL0875'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1966 (JPA)
 EL0875'PAOLI 1957-GOOD
 EL0875'
 EL0875'AZ MARK-GOOD - RECOVERED NOV. 1, 1966.
 EL0875
 EL0875                          STATION RECOVERY (1976)
 EL0875
 EL0875'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EL0875'STATION AND REF. POINTS ARE IN GOOD CONDITION.
 EL0875'
 EL0875'AZ. MARK IS IN GOOD CONDITION.
 EL0875'
 EL0875'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTHWEST
 EL0875'OF PAOLI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0877 ***********************************************************************
 EL0877  DESIGNATION -  PAOLI MUNICIPAL TANK
 EL0877  PID         -  EL0877
 EL0877  STATE/COUNTY-  OK/GARVIN
 EL0877  COUNTRY     -  US
 EL0877  USGS QUAD   -  PAOLI (2018)
 EL0877
 EL0877                         *CURRENT SURVEY CONTROL
 EL0877  ______________________________________________________________________
 EL0877* NAD 83(1993) POSITION- 34 49 42.84419(N) 097 15 30.33962(W)   ADJUSTED
 EL0877  ______________________________________________________________________
 EL0877  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 EL0877  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 EL0877  HORZ ORDER      -  THIRD
 EL0877
 EL0877.The horizontal coordinates were established by classical geodetic methods
 EL0877.and adjusted by the National Geodetic Survey in November 1994.
 EL0877
 EL0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0877.GEOID18 height accuracy estimate available here.
 EL0877
 EL0877.Click photographs - Photos may exist for this station.
 EL0877
 EL0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0877
 EL0877. The following values were computed from the NAD 83(1993) position.
 EL0877
 EL0877;                    North         East     Units Scale Factor Converg.
 EL0877;SPC OK S     -   166,106.762   667,833.326   MT  0.99994501   +0 25 15.3
 EL0877;SPC OK S     -   544,968.60  2,191,049.84   sFT  0.99994501   +0 25 15.3
 EL0877;UTM  14      - 3,855,414.788   659,260.692   MT  0.99991262   +0 59 41.5
 EL0877
 EL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5926055414(NAD 83)
 EL0877
 EL0877                          SUPERSEDED SURVEY CONTROL
 EL0877
 EL0877  NAD 83(1986)-  34 49 42.84935(N)    097 15 30.32539(W) AD(       ) 3
 EL0877  NAD 27      -  34 49 42.57092(N)    097 15 29.23910(W) AD(       ) 3
 EL0877
 EL0877.Superseded values are not recommended for survey control.
 EL0877
 EL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0877.See file dsdata.pdf to determine how the superseded data were derived.
 EL0877
 EL0877_MARKER: 53 = ELEVATED TANK
 EL0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0877+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0877
 EL0877  HISTORY     - Date     Condition        Report By
 EL0877  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0877  HISTORY     - 20090419 GOOD             GEOCAC
 EL0877
 EL0877                          STATION DESCRIPTION
 EL0877
 EL0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0877'THE STATION IS IN THE NORTH EDGE OF PAOLI AND 0.1 MILE EAST
 EL0877'OF U.S. HIGHWAY 77.  IT IS AN ELEVATED TANK, SILVER IN COLOR
 EL0877'(BLACK LEGS) AND 120 FEET IN HEIGHT.  THE POINT OBSERVED
 EL0877'WAS THE APEX OF THE TANK.
 EL0877
 EL0877                          STATION RECOVERY (2009)
 EL0877
 EL0877'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0843 ***********************************************************************
 FJ0843  DESIGNATION -  PARADISE
 FJ0843  PID         -  FJ0843
 FJ0843  STATE/COUNTY-  OK/PAYNE
 FJ0843  COUNTRY     -  US
 FJ0843  USGS QUAD   -  COYLE (2018)
 FJ0843
 FJ0843                         *CURRENT SURVEY CONTROL
 FJ0843  ______________________________________________________________________
 FJ0843* NAD 83(1993) POSITION- 35 58 38.32503(N) 097 12 53.92969(W)   ADJUSTED
 FJ0843* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 FJ0843  ______________________________________________________________________
 FJ0843  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 FJ0843  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 FJ0843  HORZ ORDER      -  SECOND
 FJ0843
 FJ0843.The horizontal coordinates were established by classical geodetic methods
 FJ0843.and adjusted by the National Geodetic Survey in November 1994.
 FJ0843
 FJ0843.The orthometric height was scaled from a topographic map.
 FJ0843
 FJ0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0843.GEOID18 height accuracy estimate available here.
 FJ0843
 FJ0843.Click photographs - Photos may exist for this station.
 FJ0843
 FJ0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0843
 FJ0843. The following values were computed from the NAD 83(1993) position.
 FJ0843
 FJ0843;                    North         East     Units Scale Factor Converg.
 FJ0843;SPC OK N     -   108,721.545   670,796.275   MT  0.99995089   +0 27 47.8
 FJ0843;SPC OK N     -   356,697.27  2,200,770.78   sFT  0.99995089   +0 27 47.8
 FJ0843;UTM  14      - 3,982,905.079   660,933.771   MT  0.99991914   +1 02 55.9
 FJ0843
 FJ0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0843!SPC OK N     -   0.99995493  x   0.99995089  =   0.99990583
 FJ0843!UTM  14      -   0.99995493  x   0.99991914  =   0.99987408
 FJ0843
 FJ0843:                Primary Azimuth Mark                     Grid Az
 FJ0843:SPC OK N     -  PARADISE AZ MK                           257 38 56.2
 FJ0843:UTM  14      -  PARADISE AZ MK                           257 03 48.1
 FJ0843
 FJ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6093382905(NAD 83)
 FJ0843
 FJ0843|---------------------------------------------------------------------|
 FJ0843| PID    Reference Object                     Distance      Geod. Az  |
 FJ0843|                                                           dddmmss.s |
 FJ0843| CL5939 PARADISE RM 1                        27.718 METERS 07022     |
 FJ0843| FJ0844 11 B 31                               9.386 METERS 07557     |
 FJ0843| FJ0842 COYLE MUNICIPAL TANK                APPROX. 3.4 KM 2164342.3 |
 FJ0843| FJ0875 LANGSTON UNIVERSITY TANK            APPROX. 5.4 KM 2294943.9 |
 FJ0843| CL5938 PARADISE AZ MK                                     2580644.0 |
 FJ0843| CL5940 PARADISE RM 2                        30.309 METERS 30344     |
 FJ0843|---------------------------------------------------------------------|
 FJ0843
 FJ0843                          SUPERSEDED SURVEY CONTROL
 FJ0843
 FJ0843  NAD 83(1986)-  35 58 38.33393(N)    097 12 53.91346(W) AD(       ) 2
 FJ0843  NAD 27      -  35 58 38.15009(N)    097 12 52.78660(W) AD(       ) 2
 FJ0843
 FJ0843.Superseded values are not recommended for survey control.
 FJ0843
 FJ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0843.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0843
 FJ0843_MARKER: DS = TRIANGULATION STATION DISK
 FJ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0843_STAMPING: PARADISE 1954
 FJ0843_MARK LOGO: CGS
 FJ0843_PROJECTION: RECESSED 30 CENTIMETERS
 FJ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0843+STABILITY: SURFACE MOTION
 FJ0843
 FJ0843  HISTORY     - Date     Condition        Report By
 FJ0843  HISTORY     - 1954     MONUMENTED       CGS
 FJ0843
 FJ0843                          STATION DESCRIPTION
 FJ0843
 FJ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0843'THE STATION IS 10 MILES WEST OF PERKINS, 2 MILES NORTHEAST
 FJ0843'OF COYLE AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 33.  MRS.
 FJ0843'FAYETTE MILLER OWNS THE LAND THE SOUTH OF THE HIGHWAY AT
 FJ0843'THIS POINT.
 FJ0843'
 FJ0843'TO REACH FROM THE COYLE POST OFFICE GO EAST ON STATE HIGHWAY
 FJ0843'33 FOR 0.25 MILE TO POINT WHERE THE HIGHWAY CURVES NORTH,
 FJ0843'FOLLOW THE HIGHWAY NORTH FOR 0.9 MILE TO THE NORTH END OF
 FJ0843'THE BRIDGE OVER THE CIMARRON RIVER, CONTINUE NORTH AND EAST
 FJ0843'ON THE HIGHWAY FOR 0.65 MILE TO TWO LARGE FENCE POSTS ABOUT
 FJ0843'6 FEET APART ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT,
 FJ0843'NORTH, SIDE OF THE ROAD.  CONTINUE EAST ON THE HIGHWAY TO
 FJ0843'THE SUMMIT OF THE RISE, 0.45 MILE, AND THE STATION ON THE
 FJ0843'RIGHT.
 FJ0843'
 FJ0843'THE STATION MARK, 40 FEET SOUTH OF THE CENTER LINE OF STATE
 FJ0843'HIGHWAY 33, IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0843'THE DISK IS STAMPED PARADISE 1954.
 FJ0843'
 FJ0843'REFERENCE MARK NO. 1, EAST-NORTHEAST OF THE STATION, IS 29.6
 FJ0843'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 33 AND PROJECTS
 FJ0843'6 INCHES.  THE DISK IS STAMPED PARADISE NO 1 1954.
 FJ0843'
 FJ0843'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 34.3
 FJ0843'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 33 AND PROJECTS
 FJ0843'6 INCHES.  THE DISK IS STAMPED PARADISE NO 2 1954.
 FJ0843'
 FJ0843'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION NO.
 FJ0843'11B31 1934, IS A BRONZE DISK SET IN A 6-INCH SQUARE CONCRETE
 FJ0843'POST THAT PROJECTS 2 INCHES.  IT IS 39 FEET SOUTH OF THE
 FJ0843'CENTER LINE OF STATE HIGHWAY 33.  THIS MARK HAS BEEN HIT
 FJ0843'REPEATEDLY WITH FARM MACHINERY AND A CORNER IS BROKEN OFF
 FJ0843'THE CONCRETE POST.  FROM THE GENERAL APPEARANCE OF THE MARK
 FJ0843'IT APPEARS THAT IT COULD HAVE BEEN MOVED SLIGHTLY FROM ITS
 FJ0843'ORIGINAL POSITION.
 FJ0843'
 FJ0843'THE AZIMUTH MARK, 0.45 MILE WEST OF THE STATION, IS 38.5
 FJ0843'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 33, 3 FEET
 FJ0843'EAST-SOUTHEAST OF THE EAST ONE OF TWO LARGE FENCE POSTS,
 FJ0843'2 FEET WEST-SOUTHWEST OF A WITNESS POST AND PROJECTS 2 INCHES.
 FJ0843'THE DISK IS STAMPED PARADISE 1954.
 FJ0843'
 FJ0843'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0855 ***********************************************************************
 EM0855  DESIGNATION -  PARK
 EM0855  PID         -  EM0855
 EM0855  STATE/COUNTY-  OK/KIOWA
 EM0855  COUNTRY     -  US
 EM0855  USGS QUAD   -  SNYDER (2018)
 EM0855
 EM0855                         *CURRENT SURVEY CONTROL
 EM0855  ______________________________________________________________________
 EM0855* NAD 83(1993) POSITION- 34 43 07.27116(N) 098 56 56.00498(W)   ADJUSTED
 EM0855* NAVD 88 ORTHO HEIGHT -   429.7   (meters)     1410.    (feet) VERTCON3
 EM0855  ______________________________________________________________________
 EM0855  GEOID HEIGHT    -        -25.604 (meters)                     GEOID18
 EM0855  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 EM0855  HORZ ORDER      -  THIRD
 EM0855
 EM0855.The horizontal coordinates were established by classical geodetic methods
 EM0855.and adjusted by the National Geodetic Survey in November 1994.
 EM0855
 EM0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0855
 EM0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0855.GEOID18 height accuracy estimate available here.
 EM0855
 EM0855.Click photographs - Photos may exist for this station.
 EM0855
 EM0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0855
 EM0855. The following values were computed from the NAD 83(1993) position.
 EM0855
 EM0855;                    North         East     Units Scale Factor Converg.
 EM0855;SPC OK S     -   154,076.956   513,088.741   MT  0.99993869   -0 32 19.0
 EM0855;SPC OK S     -   505,500.81  1,683,358.64   sFT  0.99993869   -0 32 19.0
 EM0855;UTM  14      - 3,841,848.372   504,679.753   MT  0.99960027   +0 01 44.8
 EM0855
 EM0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0855!SPC OK S     -   0.99993657  x   0.99993869  =   0.99987526
 EM0855!UTM  14      -   0.99993657  x   0.99960027  =   0.99953686
 EM0855
 EM0855:                Primary Azimuth Mark                     Grid Az
 EM0855:SPC OK S     -  PARK AZ MK                               178 49 35.1
 EM0855:UTM  14      -  PARK AZ MK                               178 15 31.3
 EM0855
 EM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0467941848(NAD 83)
 EM0855
 EM0855|---------------------------------------------------------------------|
 EM0855| PID    Reference Object                     Distance      Geod. Az  |
 EM0855|                                                           dddmmss.s |
 EM0855| CX7902 PARK RM 3                            31.062 METERS 07206     |
 EM0855| CX7900 PARK RM 1                            31.026 METERS 10546     |
 EM0855| CX7899 PARK AZ MK                                         1781716.1 |
 EM0855| CX7901 PARK RM 2                            19.424 METERS 18141     |
 EM0855| EM0853 MOUNTAIN PARK MUNICIPAL TANK        APPROX. 3.0 KM 1832447.2 |
 EM0855|---------------------------------------------------------------------|
 EM0855
 EM0855                          SUPERSEDED SURVEY CONTROL
 EM0855
 EM0855  NAD 83(1986)-  34 43 07.27985(N)    098 56 55.99274(W) AD(       ) 3
 EM0855  NAD 27      -  34 43 07.03500(N)    098 56 54.72500(W) AD(       ) 3
 EM0855  NGVD 29 (07/19/86)  429.6    (m)         1409.     (f) VERT ANG       
 EM0855
 EM0855.Superseded values are not recommended for survey control.
 EM0855
 EM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0855.See file dsdata.pdf to determine how the superseded data were derived.
 EM0855
 EM0855_MARKER: DS = TRIANGULATION STATION DISK
 EM0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0855_STAMPING: PARK 1947 1970
 EM0855_MARK LOGO: CGS
 EM0855_PROJECTION: FLUSH
 EM0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0855+STABILITY: SURFACE MOTION
 EM0855
 EM0855  HISTORY     - Date     Condition        Report By
 EM0855  HISTORY     - 1947     MONUMENTED       CGS
 EM0855  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0855  HISTORY     - 1970     SEE DESCRIPTION  NGS
 EM0855  HISTORY     - 1984     GOOD             LOCSUR
 EM0855  HISTORY     - 19960515 GOOD             OKDOT
 EM0855
 EM0855                          STATION DESCRIPTION
 EM0855
 EM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0855'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF SNYDER AND
 EM0855'ABOUT 1.5 MILES NORTH OF MOUNTAIN PARK, ON THE RIGHT-OF-WAY
 EM0855'OF U.S. HIGHWAY NO. 183.  IT IS 48 FEET WEST OF THE CENTER
 EM0855'OF THE HIGHWAY AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE, SET
 EM0855'FLUSH WITH THE GROUND AND IS STAMPED PARK 1947.
 EM0855'
 EM0855'REFERENCE MARK NO. 1 IS 51 FEET EAST OF THE CENTER OF U.S.
 EM0855'HIGHWAY NO. 183, 31 FEET SOUTH OF THE CENTER OF A WIRE GATE AND
 EM0855'1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 1
 EM0855'INCH AND IS STAMPED PARK NO 1 1947.
 EM0855'
 EM0855'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTER OF U.S.
 EM0855'HIGHWAY NO. 183, 13.5 FEET SOUTH OF A TELEPHONE POLE AND 1.0 FOOT
 EM0855'EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 3 INCHES
 EM0855'AND IS STAMPED PARK NO 2 1947.
 EM0855'
 EM0855'AZIMUTH MARK IS A STANDARD USC AND GS DISK CEMENTED IN A
 EM0855'DRILL HOLE IN A CONCRETE HEAD WALL OF A CULVERT.  IT IS
 EM0855'40 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 183 AND 16
 EM0855'FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  IT IS SET
 EM0855'FLUSH WITH THE CONCRETE HEAD WALL AND IS STAMPED PARK 1947.
 EM0855'
 EM0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 EM0855'62 AND U.S. HIGHWAY NO. 183 AT THE SOUTH EDGE OF THE TOWN
 EM0855'OF SNYDER, GO NORTH ON U.S. HIGHWAY NO. 183 THROUGH TOWN AND
 EM0855'CONTINUE ON U.S. HIGHWAY NO. 183 FOR 3.1 MILES TO A CROSSROAD,
 EM0855'JUST EAST OF MOUNTAIN PARK, CONTINUE NORTH ON HIGHWAY FOR
 EM0855'1.55 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 EM0855'
 EM0855'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 EM0855'HIGHWAY NO. 183 FOR 0.55 MILE TO A CROSSROAD AND THE AZIMUTH
 EM0855'MARK ON THE LEFT AS DESCRIBED.
 EM0855'
 EM0855'A 4 FOOT SIGNAL AT GLEN USGS IS VISIBLE AT 4 FEET.
 EM0855'
 EM0855'A 4 FOOT SIGNAL AT WICHITA IS VISIBLE AT 4 FEET.
 EM0855'
 EM0855'A 12 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0855
 EM0855                          STATION RECOVERY (1963)
 EM0855
 EM0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0855'THE STATION MARK MONUMENT HAS BEEN STRUCK BY ROAD GRADER.
 EM0855'THE TOP OF THE MONUMENT HAS BEEN SHEARED BY GRADER BLADE.  THE
 EM0855'TABLET HAS BEEN SHEARED OFF, LEAVING THE SHANK OF THE MARK
 EM0855'FLUSH WITH THE TOP OF THE MONUMENT.  THE DISTANCE FROM REFERENCE
 EM0855'MARK NO. 2 TO THE CENTER OF THE STATION MARK SHANK WAS
 EM0855'MEASURED AND IS ABOUT 0.02 FOOT LESS THAN THE 1947 MEASURED
 EM0855'DISTANCE.  THE STATION IS IN THE EAST CENTER OF SEC. 23,
 EM0855'T 3 N, R 16 W.
 EM0855'
 EM0855'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 EM0855'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EM0855'
 EM0855'STATION LOCATION AND THE ROUTE TO THE STATION IS ENTIRELY
 EM0855'ADEQUATE AS DESCRIBED BY R.L.L., 1947.
 EM0855
 EM0855                          STATION RECOVERY (1970)
 EM0855
 EM0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0855'THE STATION MARK WAS RECOVERED AND FOUND WITH THE DISK SHEARED
 EM0855'OFF AND A NEW DISK WAS SET IN THE OLD DRILL HOLE.  REFERENCE
 EM0855'MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  THE SITE OF THE
 EM0855'MARK IS NOW IN CULTIVATION AND THE MARK WAS PROBABLY DESTROYED
 EM0855'BY FARMING OPERATIONS.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 EM0855'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 EM0855'AND DIRECTION TO REFERENCE MARK NO. 2 CHECKED.
 EM0855'
 EM0855'REFERENCE MARK NO. 3 WAS SET AND ALSO A NEW STATION DISK WAS
 EM0855'SET IN THE DRILL HOLE IN THE CONCRETE POST FOR THE STATION.
 EM0855'
 EM0855'FOLLOWING IS A NEW DESCRIPTION.
 EM0855'
 EM0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0855'AND U.S. HIGHWAY 183 AT THE SOUTH EDGE OF SNYDER, GO NORTH
 EM0855'OF U.S. HIGHWAY 183 FOR 3.1 MILES TO A CROSSROAD.  CONTINUE
 EM0855'NORTH ON U.S. HIGHWAY 183 FOR 1.0 MILE TO A CROSSROAD AND THE
 EM0855'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY
 EM0855'FOR 0.55 MILE TO THE STATION ON THE LEFT.
 EM0855'
 EM0855'STATION MARK, A STANDARD DISK STAMPED PARK 1947 1970, IS SET
 EM0855'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 EM0855'48 FEET WEST OF THE CENTER OF U.S. HIGHWAY 183, 2 FEET EAST
 EM0855'OF A FENCE, 1 FOOT SOUTH OF A WOODEN WITNESS POST, AND 1 FOOT
 EM0855'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS
 EM0855'NOT INSPECTED.
 EM0855'
 EM0855'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PARK NO. 2
 EM0855'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EM0855'PROJECTS 2 INCHES.  IT IS 50 FEET WEST OF THE CENTER OF THE
 EM0855'HIGHWAY AND 0.5 FEET WEST OF A FENCE.
 EM0855'
 EM0855'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PARK 1947 NO. 3
 EM0855'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 EM0855'WITH THE SURFACE OF THE GROUND.  IT IS 49.5 FEET EAST OF THE
 EM0855'CENTER OF THE HIGHWAY AND 1.5 FEET SOUTHWEST OF A POWERLINE
 EM0855'POLE.
 EM0855'
 EM0855'AZIMUTH MARK, A STANDARD DISK STAMPED PARK 1947, IS CEMENTED IN
 EM0855'A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT.
 EM0855'IT IS 40 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183 AND 16 FEET
 EM0855'NORTH OF THE CENTER OF A GRAVELED ROAD.
 EM0855'
 EM0855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 EM0855'4-1/2 MILES NORTH OF SNYDER.
 EM0855
 EM0855                          STATION RECOVERY (1984)
 EM0855
 EM0855'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (PS)
 EM0855'PARK 1947 1970 RECOVERED GOOD.
 EM0855'
 EM0855'STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND AS DESCRIBED
 EM0855'IN 1970 BY L. F. SMITH.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED.
 EM0855'WE MEASURED A DISTANCE OF 2986.24 FEET TO THE AZIMUTH MARK.
 EM0855'REFERENCE MARK NO. 3 HAS BEEN DESTROYED.
 EM0855'
 EM0855'WE TIED BOUNDARY SURVEY WORK IN SECTION 24 T3N R17WIM AND SECTIONS
 EM0855'19 AND 20 T3N R16WIM TO THIS STATION.  SEE OUR CERTIFIED CORNER
 EM0855'RECORDS FOR TIES.
 EM0855
 EM0855                          STATION RECOVERY (1996)
 EM0855
 EM0855'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1093 ***********************************************************************
 FH1093  DESIGNATION -  PARK
 FH1093  PID         -  FH1093
 FH1093  STATE/COUNTY-  OK/MUSKOGEE
 FH1093  COUNTRY     -  US
 FH1093  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH1093
 FH1093                         *CURRENT SURVEY CONTROL
 FH1093  ______________________________________________________________________
 FH1093* NAD 83(1993) POSITION- 35 46 08.11299(N) 095 24 53.23696(W)   ADJUSTED
 FH1093* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 FH1093  ______________________________________________________________________
 FH1093  GEOID HEIGHT    -        -29.449 (meters)                     GEOID18
 FH1093  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 FH1093  HORZ ORDER      -  FIRST
 FH1093
 FH1093.The horizontal coordinates were established by classical geodetic methods
 FH1093.and adjusted by the National Geodetic Survey in November 1994.
 FH1093
 FH1093.The orthometric height was scaled from a topographic map.
 FH1093
 FH1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1093.GEOID18 height accuracy estimate available here.
 FH1093
 FH1093.Click photographs - Photos may exist for this station.
 FH1093
 FH1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1093
 FH1093. The following values were computed from the NAD 83(1993) position.
 FH1093
 FH1093;                    North         East     Units Scale Factor Converg.
 FH1093;SPC OK N     -    88,425.872   833,735.589   MT  0.99996945   +1 31 32.4
 FH1093;SPC OK N     -   290,110.55  2,735,347.51   sFT  0.99996945   +1 31 32.4
 FH1093;UTM  15      - 3,961,008.591   281,707.100   MT  1.00018722   -1 24 43.4
 FH1093
 FH1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1093!SPC OK N     -   0.99996772  x   0.99996945  =   0.99993717
 FH1093!UTM  15      -   0.99996772  x   1.00018722  =   1.00015494
 FH1093
 FH1093:                Primary Azimuth Mark                     Grid Az
 FH1093:SPC OK N     -  PARK AZ MK                               098 44 39.0
 FH1093:UTM  15      -  PARK AZ MK                               101 40 54.8
 FH1093
 FH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8170761008(NAD 83)
 FH1093
 FH1093|---------------------------------------------------------------------|
 FH1093| PID    Reference Object                     Distance      Geod. Az  |
 FH1093|                                                           dddmmss.s |
 FH1093| CI2761 PARK RM 1                            26.460 METERS 05232     |
 FH1093| FH1084 FORT GIBSON MUNICIPAL TANK          APPROX.15.4 KM 0730601.2 |
 FH1093| FH1087 MUSKOGEE RBANK PWR PLT E STK        APPROX.10.7 KM 0925138.9 |
 FH1093| FH1086 MUSKOGEE RBANK PWR PLT W STK        APPROX.10.6 KM 0925300.9 |
 FH1093| CI2760 PARK AZ MK                                         1001611.4 |
 FH1093| FH1088 MUSKOGEE MUN INCINERATOR STACK      APPROX. 3.8 KM 1041057.7 |
 FH1093| FH1089 MUSKOGEE RED STANDPIPE              APPROX. 4.4 KM 1052848.5 |
 FH1093| FH1066 MUSKOGEE GRIFFIN MFG CO TANK        APPROX. 4.9 KM 1215633.8 |
 FH1093| FH1061 MUSKOGEE OKLA GAS AND ELEC STK      APPROX. 4.9 KM 1231021.1 |
 FH1093| FH1063 MUSKOGEE COLD STORAGE PLT STK       APPROX. 5.3 KM 1233515.3 |
 FH1093| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX. 0.5 KM 1903719.7 |
 FH1093| FH1140 PORTER BLACK WATER TANK             APPROX.14.5 KM 3173519.5 |
 FH1093| CI2762 PARK RM 2                            30.389 METERS 32532     |
 FH1093|---------------------------------------------------------------------|
 FH1093
 FH1093                          SUPERSEDED SURVEY CONTROL
 FH1093
 FH1093  NAD 83(1986)-  35 46 08.13385(N)    095 24 53.22322(W) AD(       ) 1
 FH1093  NAD 27      -  35 46 07.77600(N)    095 24 52.33000(W) AD(       ) 1
 FH1093
 FH1093.Superseded values are not recommended for survey control.
 FH1093
 FH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1093.See file dsdata.pdf to determine how the superseded data were derived.
 FH1093
 FH1093_MARKER: DS = TRIANGULATION STATION DISK
 FH1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1093_STAMPING: PARK 1934
 FH1093_MARK LOGO: CGS
 FH1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1093+STABILITY: SURFACE MOTION
 FH1093
 FH1093  HISTORY     - Date     Condition        Report By
 FH1093  HISTORY     - 1934     MONUMENTED       CGS
 FH1093  HISTORY     - 1960     GOOD             CGS
 FH1093  HISTORY     - 1964     GOOD             LOCENG
 FH1093
 FH1093                          STATION DESCRIPTION
 FH1093
 FH1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1093'STATION IS LOCATED IN NE 1/4 SEC. 20, T 15 N, R 18 E, ON N
 FH1093'END OF HILL, WHERE U.S. VETERANS HOSPITAL AND MUSKOGEE CITY
 FH1093'WATER RESERVOIR ARE LOCATED.  IT IS ABOUT 1.5 MILES N AND 2.5
 FH1093'MILES W FROM THE CENTER OF MUSKOGEE, ON CITY OF MUSKOGEE
 FH1093'PROPERTY.  STATION IS ABOUT 63 PACES N OF RESERVOIR, 109 FEET
 FH1093'E OF CENTER LINE OF CONCRETE ROAD, 180 FEET W OF CENTER LINE
 FH1093'OF CONCRETE ROAD, 41 FEET SSW OF SW CORNER OF STONE FIRE
 FH1093'PLACE.
 FH1093'
 FH1093'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 FH1093'SET IN CONCRETE.
 FH1093'
 FH1093'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 FH1093'IN OUTCROPPING BEDROCK.
 FH1093'
 FH1093'REFERENCE MARK NO.1 IS NE OF STATION AND IS SET IN ROCK
 FH1093'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 61.5 FEET E OF
 FH1093'STONE FIREPLACE, 16 FEET E OF A 10-INCH TREE.
 FH1093'
 FH1093'REFERENCE MARK NO.2 IS NW OF STATION, SET IN ROCK OUTCROP,
 FH1093'ABOUT 6- BY 8-FOOT AREA, FLUSH WITH THE SURFACE OF THE GROUND,
 FH1093'51 FEET E OF CENTER LINE OF CONCRETE ROAD, 72.5 FEET WNW OF NW
 FH1093'CORNER OF STONE FIREPLACE.
 FH1093'
 FH1093'AZIMUTH MARK IS ABOUT 0.3 MILE SW OF STATION.
 FH1093'
 FH1093'TO REACH AZIMUTH GO NW ON CONCRETE ROAD STARTING AT FLAGPOLE
 FH1093'AT U.S. VETERANS HOSPITAL FOR 0.2 MILE TO ITS END, HERE TURN LEFT,
 FH1093'N, ON GRAVELED ROAD FOR 0.1 MILE TO LEGION FILLING STATION, TURN
 FH1093'RIGHT E, AND GO 0.1 MILE TO FIRST DIRT ROAD LEADING N, FOLLOW
 FH1093'THIS ROAD ABOUT 50 YARDS TO MARK ON LEFT SIDE OF ROAD.  MARK IS
 FH1093'SET ABOUT 25 FEET FROM THE CENTER LINE OF ROAD NEAR UNPAINTED
 FH1093'FRAME HOUSE.
 FH1093'
 FH1093'TO REACH STATION FROM POST OFFICE IN MUSKOGEE, GO W ON OKMULGEE
 FH1093'STREET 1.25 MILES TO JUNCTION OF U.S. HIGHWAY 73 AND U.S. HIGHWAY
 FH1093'64, CONTINUE W ON U.S. HIGHWAY 64 FOR 1.15 MILES TO 41ST STREET,
 FH1093'LEAVE U.S. HIGHWAY 64, TURN RIGHT ON 41ST STREET AND GO N
 FH1093'0.75 MILE TO FORKS IN PAVEMENT AT NE CORNER OF HOSPITAL.  TAKE
 FH1093'LEFT FORK 0.25 MILE TO POINT JUST PAST RESERVOIR AND STATION ON
 FH1093'RIGHT SIDE OF ROAD.
 FH1093'
 FH1093'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1093
 FH1093                          STATION RECOVERY (1960)
 FH1093
 FH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1093'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1093'CONDITION.
 FH1093'
 FH1093'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE STATION,
 FH1093'ABOUT 55 YARDS NORTH OF THE INTERSECTION OF TAHLEQUAH AND 38TH
 FH1093'STREETS, ABOUT 25 FEET WEST OF CENTERLINE OF 38TH STREET AND
 FH1093'8 FEET WEST-NORTHWEST OF A POLE.
 FH1093'
 FH1093'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 FH1093'RECOVERY.
 FH1093
 FH1093                          STATION RECOVERY (1964)
 FH1093
 FH1093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (BGT)
 FH1093'STATION FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0841 ***********************************************************************
 EM0841  DESIGNATION -  PARKER
 EM0841  PID         -  EM0841
 EM0841  STATE/COUNTY-  OK/COMANCHE
 EM0841  COUNTRY     -  US
 EM0841  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0841
 EM0841                         *CURRENT SURVEY CONTROL
 EM0841  ______________________________________________________________________
 EM0841* NAD 83(1993) POSITION- 34 42 03.13412(N) 098 38 29.60835(W)   ADJUSTED
 EM0841* NAVD 88 ORTHO HEIGHT -   544.    (meters)     1785.    (feet) SCALED
 EM0841  ______________________________________________________________________
 EM0841  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 EM0841  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 EM0841  HORZ ORDER      -  THIRD
 EM0841
 EM0841.The horizontal coordinates were established by classical geodetic methods
 EM0841.and adjusted by the National Geodetic Survey in November 1994.
 EM0841
 EM0841.The orthometric height was scaled from a topographic map.
 EM0841
 EM0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0841.GEOID18 height accuracy estimate available here.
 EM0841
 EM0841.Click photographs - Photos may exist for this station.
 EM0841
 EM0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0841
 EM0841. The following values were computed from the NAD 83(1993) position.
 EM0841
 EM0841;                    North         East     Units Scale Factor Converg.
 EM0841;SPC OK S     -   151,878.948   541,225.062   MT  0.99993801   -0 21 51.0
 EM0841;SPC OK S     -   498,289.52  1,775,669.22   sFT  0.99993801   -0 21 51.0
 EM0841;UTM  14      - 3,839,930.025   532,827.098   MT  0.99961328   +0 12 14.6
 EM0841
 EM0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0841!SPC OK S     -   0.99991859  x   0.99993801  =   0.99985661
 EM0841!UTM  14      -   0.99991859  x   0.99961328  =   0.99953191
 EM0841
 EM0841:                Primary Azimuth Mark                     Grid Az
 EM0841:SPC OK S     -  BALDY LITTLE BALDY                       338 25 02.3
 EM0841:UTM  14      -  BALDY LITTLE BALDY                       337 50 56.7
 EM0841
 EM0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3282739930(NAD 83)
 EM0841
 EM0841|---------------------------------------------------------------------|
 EM0841| PID    Reference Object                     Distance      Geod. Az  |
 EM0841|                                                           dddmmss.s |
 EM0841| EM0837 BALDY LITTLE BALDY                  APPROX. 1.4 KM 3380311.3 |
 EM0841|---------------------------------------------------------------------|
 EM0841
 EM0841                          SUPERSEDED SURVEY CONTROL
 EM0841
 EM0841  NAD 83(1986)-  34 42 03.13980(N)    098 38 29.59245(W) AD(       ) 3
 EM0841  NAD 27      -  34 42 02.88100(N)    098 38 28.36600(W) AD(       ) 3
 EM0841
 EM0841.Superseded values are not recommended for survey control.
 EM0841
 EM0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0841.See file dsdata.pdf to determine how the superseded data were derived.
 EM0841
 EM0841_MARKER: I = METAL ROD
 EM0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0841+STABILITY: SURFACE MOTION
 EM0841
 EM0841  HISTORY     - Date     Condition        Report By
 EM0841  HISTORY     - 1945     MONUMENTED       USA
 EM0841
 EM0841                          STATION DESCRIPTION
 EM0841
 EM0841'DESCRIBED BY US ARMY 1945
 EM0841'AT SUMMIT OF EASTERNMOST OF THE SEVERAL HIGHER KNOBS ON TOP
 EM0841'OF MOUNTAIN MASS ABOUT ONE MILE SW OF CACHE WYE.  MARKED BY
 EM0841'SECTION OF 3/8 IN IRON REINFORCING ROD SET IN A CONCRETE BLOCK
 EM0841'AMID LARGE BOULDERS ON TOP OF KNOB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0855 ***********************************************************************
 FJ0855  DESIGNATION -  PARKER
 FJ0855  PID         -  FJ0855
 FJ0855  STATE/COUNTY-  OK/LINCOLN
 FJ0855  COUNTRY     -  US
 FJ0855  USGS QUAD   -  LUTHER (2018)
 FJ0855
 FJ0855                         *CURRENT SURVEY CONTROL
 FJ0855  ______________________________________________________________________
 FJ0855* NAD 83(1993) POSITION- 35 40 14.73571(N) 097 07 39.48194(W)   ADJUSTED
 FJ0855* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 FJ0855  ______________________________________________________________________
 FJ0855  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 FJ0855  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 FJ0855  HORZ ORDER      -  SECOND
 FJ0855
 FJ0855.The horizontal coordinates were established by classical geodetic methods
 FJ0855.and adjusted by the National Geodetic Survey in November 1994.
 FJ0855
 FJ0855.The orthometric height was scaled from a topographic map.
 FJ0855
 FJ0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0855.GEOID18 height accuracy estimate available here.
 FJ0855
 FJ0855.Click photographs - Photos may exist for this station.
 FJ0855
 FJ0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0855
 FJ0855. The following values were computed from the NAD 83(1993) position.
 FJ0855
 FJ0855;                    North         East     Units Scale Factor Converg.
 FJ0855;SPC OK N     -    74,777.594   678,978.959   MT  0.99998274   +0 30 53.4
 FJ0855;SPC OK N     -   245,332.82  2,227,616.80   sFT  0.99998274   +0 30 53.4
 FJ0855;UTM  14      - 3,949,046.870   669,460.281   MT  0.99995388   +1 05 31.5
 FJ0855
 FJ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0855!SPC OK N     -   0.99995504  x   0.99998274  =   0.99993778
 FJ0855!UTM  14      -   0.99995504  x   0.99995388  =   0.99990893
 FJ0855
 FJ0855:                Primary Azimuth Mark                     Grid Az
 FJ0855:SPC OK N     -  PARKER AZ MK                             220 53 27.8
 FJ0855:UTM  14      -  PARKER AZ MK                             220 18 49.7
 FJ0855
 FJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6946049046(NAD 83)
 FJ0855
 FJ0855|---------------------------------------------------------------------|
 FJ0855| PID    Reference Object                     Distance      Geod. Az  |
 FJ0855|                                                           dddmmss.s |
 FJ0855| CL5942 PARKER RM 1                          17.720 METERS 04317     |
 FJ0855| FJ0845 WELLSTON MUNICIPAL TANK             APPROX. 6.0 KM 0701357.1 |
 FJ0855| CL5943 PARKER RM 2                          18.668 METERS 16250     |
 FJ0855| CL5941 PARKER AZ MK                                       2212421.2 |
 FJ0855| FJ0853 LUTHER MUNICIPAL TANK               APPROX. 5.7 KM 2614458.2 |
 FJ0855|---------------------------------------------------------------------|
 FJ0855
 FJ0855                          SUPERSEDED SURVEY CONTROL
 FJ0855
 FJ0855  NAD 83(1986)-  35 40 14.74349(N)    097 07 39.46340(W) AD(       ) 2
 FJ0855  NAD 27      -  35 40 14.52478(N)    097 07 38.35185(W) AD(       ) 2
 FJ0855
 FJ0855.Superseded values are not recommended for survey control.
 FJ0855
 FJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0855.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0855
 FJ0855_MARKER: DS = TRIANGULATION STATION DISK
 FJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0855_STAMPING: PARKER 1954
 FJ0855_MARK LOGO: CGS
 FJ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0855+STABILITY: SURFACE MOTION
 FJ0855
 FJ0855  HISTORY     - Date     Condition        Report By
 FJ0855  HISTORY     - 1954     MONUMENTED       CGS
 FJ0855
 FJ0855                          STATION DESCRIPTION
 FJ0855
 FJ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0855'THE STATION IS IN THE SOUTHEAST QUARTER OF SEC. 19, T. 14 N.,
 FJ0855'R. 2 E. ON LAND OWNED BY MR. EDWARD CLARK.  IT IS 4 MILES
 FJ0855'EAST AND 1 MILE NORTH OF LUTHER, 1 MILE EAST OF THE
 FJ0855'OKLAHOMA-LINCOLN COUNTY LINE, AND 0.1 MILE SOUTHWEST OF A
 FJ0855'POINT WHERE U.S. HIGHWAY 66 CURVES FROM NORTHEAST TO EAST.
 FJ0855'
 FJ0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FJ0855'STATE HIGHWAY 1, ON THE NORTHEAST EDGE OF LUTHER, GO EAST
 FJ0855'ON U.S. HIGHWAY 66 FOR 3.6 MILES TO A SIGN READING KENDALL
 FJ0855'THE 2000 MILE OIL ON THE RIGHT AND THE AZIMUTH MARK 2 FEET
 FJ0855'NORTH OF THE SIGN.  CONTINUE NORTHEAST ON U.S. HIGHWAY 66
 FJ0855'FOR 0.25 MILE TO A TIN SIGN NAILED TO A 1-FOOT OAK TREE ON
 FJ0855'THE RIGHT AND THE STATION ON THE RIGHT.
 FJ0855'
 FJ0855'THE STATION MARK IS 74 FEET SOUTHEAST OF THE CENTER LINE OF
 FJ0855'U.S. HIGHWAY 66, 47 FEET NORTHEAST OF THE TREE WITH THE
 FJ0855'TIN SIGN AND A TRIANGLE BLAZE, 5 FEET EAST OF A WITNESS POST
 FJ0855'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED PARKER 1954.
 FJ0855'
 FJ0855'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 75 FEET
 FJ0855'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 66 AND PROJECTS
 FJ0855'6 INCHES.  THE DISK IS STAMPED PARKER NO 1 1954.
 FJ0855'
 FJ0855'REFERENCE MARK NO. 2, SOUTH OF AND 2 FEET LOWER THAN THE
 FJ0855'STATION, PROJECTS 4 INCHES AND THE DISK IS STAMPED PARKER
 FJ0855'NO 2 1954.
 FJ0855'
 FJ0855'THE AZIMUTH MARK, 0.25 MILE SOUTHWEST OF THE STATION, IS
 FJ0855'52 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 6 FEET
 FJ0855'NORTHEAST OF A WITNESS POST AND PROJECTS 3 INCHES.  THE
 FJ0855'DISK IS STAMPED PARKER 1954.
 FJ0855'
 FJ0855'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0654 ***********************************************************************
 GJ0654  DESIGNATION -  PARKER
 GJ0654  PID         -  GJ0654
 GJ0654  STATE/COUNTY-  OK/HARPER
 GJ0654  COUNTRY     -  US
 GJ0654  USGS QUAD   -  SLEEPING BEAR CREEK NW (2018)
 GJ0654
 GJ0654                         *CURRENT SURVEY CONTROL
 GJ0654  ______________________________________________________________________
 GJ0654* NAD 83(1997) POSITION- 36 39 28.23944(N) 099 24 05.00252(W)   ADJUSTED
 GJ0654* NAVD 88 ORTHO HEIGHT -   648.90  (+/-2cm)     2128.9   (feet) VERTCON3
 GJ0654  ______________________________________________________________________
 GJ0654  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 GJ0654  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 GJ0654  HORZ ORDER      -  FIRST
 GJ0654  VERT ORDER      -  THIRD ? (See Below)
 GJ0654
 GJ0654.The horizontal coordinates were established by classical geodetic methods
 GJ0654.and adjusted by the National Geodetic Survey in October 1998.
 GJ0654
 GJ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0654
 GJ0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0654.GEOID18 height accuracy estimate available here.
 GJ0654
 GJ0654.The vertical order pertains to the NGVD 29 superseded value.
 GJ0654
 GJ0654.Click photographs - Photos may exist for this station.
 GJ0654
 GJ0654.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0654
 GJ0654. The following values were computed from the NAD 83(1997) position.
 GJ0654
 GJ0654;                    North         East     Units Scale Factor Converg.
 GJ0654;SPC OK N     -   184,851.300   474,709.884   MT  0.99998195   -0 49 37.3
 GJ0654;SPC OK N     -   606,466.31  1,557,444.01   sFT  0.99998195   -0 49 37.3
 GJ0654;UTM  14      - 4,056,992.043   464,126.461   MT  0.99961585   -0 14 22.7
 GJ0654
 GJ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0654!SPC OK N     -   0.99990260  x   0.99998195  =   0.99988456
 GJ0654!UTM  14      -   0.99990260  x   0.99961585  =   0.99951849
 GJ0654
 GJ0654:                Primary Azimuth Mark                     Grid Az
 GJ0654:SPC OK N     -  SELMAN                                   059 11 09.3
 GJ0654:UTM  14      -  SELMAN                                   058 35 54.7
 GJ0654
 GJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6412656992(NAD 83)
 GJ0654
 GJ0654|---------------------------------------------------------------------|
 GJ0654| PID    Reference Object                     Distance      Geod. Az  |
 GJ0654|                                                           dddmmss.s |
 GJ0654| GJ0651 SELMAN                              APPROX.15.3 KM 0582132.0 |
 GJ0654| CK9595 PARKER RM 1                         121.050 METERS 14552     |
 GJ0654| CK9594 PARKER AZ MK                                       1823855.6 |
 GJ0654| CK9596 PARKER RM 2                          22.051 METERS 25942     |
 GJ0654| GJ0735 BUFFALO MUNICIPAL WATER TANK        APPROX.28.8 KM 3135904.0 |
 GJ0654|---------------------------------------------------------------------|
 GJ0654
 GJ0654                          SUPERSEDED SURVEY CONTROL
 GJ0654
 GJ0654  NAD 83(1993)-  36 39 28.23952(N)    099 24 05.00261(W) AD(       ) 1
 GJ0654  NAD 83(1986)-  36 39 28.24487(N)    099 24 04.98903(W) AD(       ) 1
 GJ0654  NAD 27      -  36 39 28.12403(N)    099 24 03.59578(W) AD(       ) 1
 GJ0654  NGVD 29 (07/19/86)  648.63   (m)         2128.0    (f) LEVELING    3  
 GJ0654
 GJ0654.Superseded values are not recommended for survey control.
 GJ0654
 GJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0654.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0654
 GJ0654_MARKER: DS = TRIANGULATION STATION DISK
 GJ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0654_STAMPING: PARKER 1934
 GJ0654_MARK LOGO: CGS
 GJ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0654+STABILITY: SURFACE MOTION
 GJ0654
 GJ0654  HISTORY     - Date     Condition        Report By
 GJ0654  HISTORY     - 1934     MONUMENTED       CGS
 GJ0654  HISTORY     - 1963     GOOD             CGS
 GJ0654  HISTORY     - 1976     GOOD             NGS
 GJ0654  HISTORY     - 19870407 GOOD             LOCSUR
 GJ0654
 GJ0654                          STATION DESCRIPTION
 GJ0654
 GJ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0654'STATION IS LOCATED 9-1/2 MILES EAST AND 6 MILES NORTH OF
 GJ0654'SUPPLY IN SOUTHWEST QUARTER OF SEC. 7, T. 25 N., R. 20 W.,
 GJ0654'IN PASTURE LAND ON A LONG, FLAT RIDGE WHICH RUNS NORTH AND SOUTH.
 GJ0654'LAND OWNED BY STELLA D. BRAMER AND RENTED BY MR. PARKER WHO LIVES
 GJ0654'AT FOOT OF RIDGE ABOUT 1/2 MILE NORTHEAST OF STATION.
 GJ0654'
 GJ0654'REACHED FROM SUPPLY BY GOING SOUTHEAST ON STATE HIGHWAY 34,
 GJ0654'0.15 MILE FROM POST OFFICE TO DIRT ROAD NORTH, THENCE NORTH
 GJ0654'ON DIRT ROAD 3.5 MILES TO TOP OF RIDGE AND DIRT ROAD EAST,
 GJ0654'THENCE EAST 7.25 MILES, THENCE SOUTH 1.0 MILE, THENCE EAST 2.0
 GJ0654'MILES, THENCE NORTH 3.3 MILES TO A T-FORK IN ROAD.  TURN EAST
 GJ0654'FOR 0.4 MILE TO A FENCE CORNER ON LEFT, TURN NORTH FOLLOWING
 GJ0654'ALONG WEST SIDE OF FENCE FOR 0.2 MILE, TAKE DOWN FENCE, GO
 GJ0654'NORTHEAST 0.1 MILE TO HIGHEST GROUND AND STATION.
 GJ0654'
 GJ0654'REFERENCE MARK NO. 1 IS 12.105 METERS (39.71 FEET) SOUTH OF
 GJ0654'STATION, ABOUT 100 FEET WEST OF EAST EDGE OF BLUFF.
 GJ0654'
 GJ0654'REFERENCE MARK NO. 2 IS 22.051 METERS (72.35 FEET) WEST OF
 GJ0654'STATION, SET IN OPEN PASTURE LAND.
 GJ0654'
 GJ0654'AZIMUTH MARK IS DISTANT ABOUT 0.5 MILE, REACHED BY GOING
 GJ0654'SOUTHWEST AND SOUTH 0.3 MILE TO FENCE CORNER MENTIONED ABOVE,
 GJ0654'THENCE EAST 0.1 MILE, THENCE SOUTH 0.1 MILE TO POINT WHERE
 GJ0654'ROAD TURNS EAST.  MARK IS IN NORTH RIGHT-OF-WAY FENCE LINE, 21
 GJ0654'FEET NORTH OF EAST-WEST ROAD, 10 FEET EAST OF FENCE CORNER,
 GJ0654'30 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.
 GJ0654'
 GJ0654'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0654'BRONZE DISKS SET IN CONCRETE.
 GJ0654'
 GJ0654'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
 GJ0654
 GJ0654                          STATION RECOVERY (1963)
 GJ0654
 GJ0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0654'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 GJ0654'RECOVERED AS DESCRIBED.  WITNESS POSTS WERE SET 4 FEET NORTHWEST
 GJ0654'OF THE STATION MARK AND 1.5 FEET EAST OF THE AZIMUTH MARK.
 GJ0654
 GJ0654                          STATION RECOVERY (1976)
 GJ0654
 GJ0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0654'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GJ0654'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK WAS
 GJ0654'NOT RECOVERED DUE TO CULTIVATION OF THE FIELD.
 GJ0654
 GJ0654                          STATION RECOVERY (1987)
 GJ0654
 GJ0654'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (TJ)
 GJ0654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1304 ***********************************************************************
 FJ1304  DESIGNATION -  PARKLAND
 FJ1304  PID         -  FJ1304
 FJ1304  STATE/COUNTY-  OK/LINCOLN
 FJ1304  COUNTRY     -  US
 FJ1304  USGS QUAD   -  TRYON SOUTH (2018)
 FJ1304
 FJ1304                         *CURRENT SURVEY CONTROL
 FJ1304  ______________________________________________________________________
 FJ1304* NAD 83(1993) POSITION- 35 49 33.40735(N) 096 52 49.66126(W)   ADJUSTED
 FJ1304* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1304  ______________________________________________________________________
 FJ1304  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 FJ1304  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 FJ1304  HORZ ORDER      -  SECOND
 FJ1304
 FJ1304.The horizontal coordinates were established by classical geodetic methods
 FJ1304.and adjusted by the National Geodetic Survey in November 1994.
 FJ1304
 FJ1304.The orthometric height was scaled from a topographic map.
 FJ1304
 FJ1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1304.GEOID18 height accuracy estimate available here.
 FJ1304
 FJ1304.Click photographs - Photos may exist for this station.
 FJ1304
 FJ1304.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1304
 FJ1304. The following values were computed from the NAD 83(1993) position.
 FJ1304
 FJ1304;                    North         East     Units Scale Factor Converg.
 FJ1304;SPC OK N     -    92,224.150   701,157.088   MT  0.99996307   +0 39 38.5
 FJ1304;SPC OK N     -   302,572.07  2,300,379.55   sFT  0.99996307   +0 39 38.5
 FJ1304;UTM  14      - 3,966,717.056   691,461.719   MT  1.00005173   +1 14 27.6
 FJ1304
 FJ1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1304!SPC OK N     -   0.99995605  x   0.99996307  =   0.99991912
 FJ1304!UTM  14      -   0.99995605  x   1.00005173  =   1.00000778
 FJ1304
 FJ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9146166717(NAD 83)
 FJ1304
 FJ1304|---------------------------------------------------------------------|
 FJ1304| PID    Reference Object                     Distance      Geod. Az  |
 FJ1304|                                                           dddmmss.s |
 FJ1304| FJ1306 PARKLAND AZ MK                      392.012 METERS 08918     |
 FJ1304| CI1902 PARKLAND RM 1                        18.418 METERS 14104     |
 FJ1304| FJ1307 PARKLAND 2                            4.919 METERS 18630     |
 FJ1304| CI1903 PARKLAND RM 2                        14.309 METERS 22850     |
 FJ1304|---------------------------------------------------------------------|
 FJ1304
 FJ1304                          SUPERSEDED SURVEY CONTROL
 FJ1304
 FJ1304  NAD 83(1986)-  35 49 33.41729(N)    096 52 49.64259(W) AD(       ) 2
 FJ1304  NAD 27      -  35 49 33.19773(N)    096 52 48.53755(W) AD(       ) 2
 FJ1304
 FJ1304.Superseded values are not recommended for survey control.
 FJ1304
 FJ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1304.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1304
 FJ1304_MARKER: DS = TRIANGULATION STATION DISK
 FJ1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1304_STAMPING: PARKLAND 1954
 FJ1304_MARK LOGO: CGS
 FJ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1304+STABILITY: SURFACE MOTION
 FJ1304
 FJ1304  HISTORY     - Date     Condition        Report By
 FJ1304  HISTORY     - 1954     MONUMENTED       CGS
 FJ1304  HISTORY     - 19750327 MARK NOT FOUND   USGS
 FJ1304  HISTORY     - 1977     GOOD             NGS
 FJ1304
 FJ1304                          STATION DESCRIPTION
 FJ1304
 FJ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1304'THE STATION IS IN THE NORTHEAST QUARTER OF SEC. 33, T. 16 N.,
 FJ1304'R. 4 E. ON THE RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.  IT IS
 FJ1304'4-3/4 MILES SOUTH AND 1/2 MILE WEST OF AGRA, 2 MILES WEST AND 1
 FJ1304'MILE SOUTH OF PARKLAND AND ON THE SUMMIT OF A RISE 0.2 MILE
 FJ1304'WEST OF STATE HIGHWAY 18.
 FJ1304'
 FJ1304'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 FJ1304'SQUARE IN CHANDLER GO NORTH ON U.S. HIGHWAY 66 AND STATE
 FJ1304'HIGHWAY 18 FOR 0.25 MILE TO A JUNCTION WHERE U.S. HIGHWAY 66
 FJ1304'TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 18 FOR
 FJ1304'5.0 MILES TO A SERVICE STATION ON THE LEFT, CONTINUE NORTH
 FJ1304'ON STATE HIGHWAY 18 FOR 3.2 MILES TO A CROSSROAD AND THE AZIMUTH
 FJ1304'MARK IN THE NORTHEAST ANGLE.  TURN LEFT AND GO WEST FOR 0.2
 FJ1304'MILE TO THE SUMMIT OF THE RISE AND THE STATION ON THE LEFT.
 FJ1304'
 FJ1304'THE STATION MARK IS 22 FEET SOUTH OF THE CENTER OF THE DIRT
 FJ1304'ROAD, 6.5 FEET NORTH OF A WITNESS POST, 6 FEET NORTH OF A
 FJ1304'BARBED-WIRE FENCE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 FJ1304'PARKLAND 1954.
 FJ1304'
 FJ1304'REFERENCE MARK NO. 1, SOUTHEAST OF AND 1 FOOT HIGHER THAN
 FJ1304'THE STATION, IS 76 FEET SOUTH OF THE CENTER OF THE ROAD, 48
 FJ1304'FEET SOUTH OF THE FENCE AND PROJECTS 4 INCHES.  THE DISK IS
 FJ1304'STAMPED PARKLAND NO 1 1954.
 FJ1304'
 FJ1304'REFERENCE MARK NO. 2, SOUTHWEST OF AND 1 FOOT LOWER THAN THE
 FJ1304'STATION, IS 16 FEET SOUTH OF A BARBED-WIRE FENCE, 13 FEET EAST OF
 FJ1304'A BARBED-WIRE FENCE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 FJ1304'PARKLAND NO 2 1954.
 FJ1304'
 FJ1304'THE AZIMUTH MARK, 0.2 MILE EAST OF THE STATION, IS 64 FEET
 FJ1304'EAST OF THE CENTER LINE OF STATE HIGHWAY 18, 26 FEET NORTH OF
 FJ1304'THE CENTER OF A DIRT ROAD, 25 FEET EAST-NORTHEAST OF THE EAST
 FJ1304'EDGE OF A CONCRETE CULVERT ABUTMENT, 3 FEET SOUTHEAST OF A
 FJ1304'WITNESS POST AND PROJECTS 3 INCHES.  THE DISK IS STAMPED PARKLAND
 FJ1304'1954.
 FJ1304'
 FJ1304'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FJ1304
 FJ1304                          STATION RECOVERY (1975)
 FJ1304
 FJ1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GDS)
 FJ1304'MARK NOT FOUND.
 FJ1304
 FJ1304                          STATION RECOVERY (1977)
 FJ1304
 FJ1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FJ1304'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE
 FJ1304'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FJ1304'STATION SURFACE MARK HAD BEEN DESTROYED BY ROAD CONSTRUCTION.
 FJ1304'
 FJ1304'THE STATION SUB-SURFACE MARK IS LOCATED ON THE SHOULDER OF A GRAVEL
 FJ1304'ROAD.  ANY KIND OF CONSTRUCTION ON THE ROAD AND THE MARK WOULD BE
 FJ1304'DESTROYED.  THE MARK IS ABOUT 16-INCHES BELOW THE SURFACE.
 FJ1304'
 FJ1304'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FJ1304'
 FJ1304'PARKLAND 2 WAS ESTABLISHED TO THE SOUTH, ON THE EDGE OF ROAD
 FJ1304'RIGHT-OF-WAY, AND A TRAVERSE TIE MADE BETWEEN THE TWO STATIONS.
 FJ1304'
 FJ1304'SEE DESCRIPTION TO PARKLAND 2.
 FJ1304'
 FJ1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PARKLAND 2-1/2
 FJ1304'MILES SW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1307 ***********************************************************************
 FJ1307  DESIGNATION -  PARKLAND 2
 FJ1307  PID         -  FJ1307
 FJ1307  STATE/COUNTY-  OK/LINCOLN
 FJ1307  COUNTRY     -  US
 FJ1307  USGS QUAD   -  TRYON SOUTH (2018)
 FJ1307
 FJ1307                         *CURRENT SURVEY CONTROL
 FJ1307  ______________________________________________________________________
 FJ1307* NAD 83(1993) POSITION- 35 49 33.24878(N) 096 52 49.68342(W)   NO CHECK
 FJ1307* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1307  ______________________________________________________________________
 FJ1307  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 FJ1307  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 FJ1307  HORZ ORDER      -  THIRD
 FJ1307
 FJ1307.The horizontal coordinates were established by classical geodetic methods
 FJ1307.and adjusted by the National Geodetic Survey in November 1994.
 FJ1307
 FJ1307.No horizontal observational check was made to the station.
 FJ1307
 FJ1307.The orthometric height was scaled from a topographic map.
 FJ1307
 FJ1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1307.GEOID18 height accuracy estimate available here.
 FJ1307
 FJ1307.Click photographs - Photos may exist for this station.
 FJ1307
 FJ1307.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1307
 FJ1307. The following values were computed from the NAD 83(1993) position.
 FJ1307
 FJ1307;                    North         East     Units Scale Factor Converg.
 FJ1307;SPC OK N     -    92,219.257   701,156.588   MT  0.99996307   +0 39 38.5
 FJ1307;SPC OK N     -   302,556.01  2,300,377.91   sFT  0.99996307   +0 39 38.5
 FJ1307;UTM  14      - 3,966,712.158   691,461.269   MT  1.00005172   +1 14 27.6
 FJ1307
 FJ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1307!SPC OK N     -   0.99995605  x   0.99996307  =   0.99991912
 FJ1307!UTM  14      -   0.99995605  x   1.00005172  =   1.00000777
 FJ1307
 FJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9146166712(NAD 83)
 FJ1307
 FJ1307|---------------------------------------------------------------------|
 FJ1307| PID    Reference Object                     Distance      Geod. Az  |
 FJ1307|                                                           dddmmss.s |
 FJ1307| FJ1304 PARKLAND                              4.919 METERS 00630     |
 FJ1307| FJ1306 PARKLAND AZ MK                      392.658 METERS 08835     |
 FJ1307| CI1902 PARKLAND RM 1                        15.369 METERS 12754     |
 FJ1307| CI1903 PARKLAND RM 2                        11.180 METERS 24604     |
 FJ1307|---------------------------------------------------------------------|
 FJ1307
 FJ1307                          SUPERSEDED SURVEY CONTROL
 FJ1307
 FJ1307  NAD 83(1986)-  35 49 33.25871(N)    096 52 49.66475(W) AD(       ) 3
 FJ1307  NAD 27      -  35 49 33.03915(N)    096 52 48.55972(W) AD(       ) 3
 FJ1307
 FJ1307.Superseded values are not recommended for survey control.
 FJ1307
 FJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1307.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1307
 FJ1307_MARKER: DH = HORIZONTAL CONTROL DISK
 FJ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1307_STAMPING: PARKLAND 2 1977
 FJ1307_MARK LOGO: NGS
 FJ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1307+STABILITY: SURFACE MOTION
 FJ1307
 FJ1307  HISTORY     - Date     Condition        Report By
 FJ1307  HISTORY     - 1977     MONUMENTED       NGS
 FJ1307
 FJ1307                          STATION DESCRIPTION
 FJ1307
 FJ1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FJ1307'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF AGRA, ABOUT
 FJ1307'2-1/2 MILES SOUTHWEST OF PARKLAND, 1/4 MILE WEST OF STATE HIGHWAY
 FJ1307'18, AND ON THE SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 FJ1307'
 FJ1307'TO REACH THE STATION FROM THE POST OFFICE, IN AGRA.  GO SOUTH ON
 FJ1307'STATE HIGHWAY 18 FOR 1.8 MILES TO THE JUNCTION OF STATE HIGHWAY
 FJ1307'105.  CONTINUE SOUTH ON STATE HIGHWAY 18 FOR 3.0 MILES TO
 FJ1307'CROSSROADS, AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO
 FJ1307'WEST ON GRAVEL ROAD FOR 0.25 MILE TO MARK ON THE LEFT, AT
 FJ1307'TOP OF LOW RIDGE.
 FJ1307'
 FJ1307'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FJ1307'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED PARKLAND 2 1977.
 FJ1307'IT IS 46 FEET EAST OF A T FENCE CORNER, 31 FEET SOUTH OF THE
 FJ1307'CENTER LINE OF ROAD AND 1-FOOT NORTH OF FENCE LINE AND METAL
 FJ1307'WITNESS POST.
 FJ1307'
 FJ1307'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FJ1307'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED PARKLAND
 FJ1307'NO 1 1954.  IT IS 60 FEET SOUTH OF THE CENTER LINE OF ROAD, AND 29
 FJ1307'FEET SOUTH OF FENCE LINE.
 FJ1307'
 FJ1307'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FJ1307'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PARKLAND
 FJ1307'NO 2 1954.  IT IS 45 FEET SOUTH OF THE CENTER LINE OF ROAD, 19 FEET
 FJ1307'SOUTHEAST OF A T FENCE CORNER, 14.6 FEET SOUTH OF A FENCE-LINE AND
 FJ1307'13 FEET EAST OF A FENCE LINE.
 FJ1307'
 FJ1307'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FJ1307'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PARKLAND 1954.
 FJ1307'IT IS 64 FEET EAST OF THE CENTER LINE OF HIGHWAY, 26 FEET NORTH OF
 FJ1307'THE CENTER OF ROAD, 25 FEET EAST-NORTHEAST OF THE EAST END OF A
 FJ1307'CONCRETE CULVERT ABUTMENT, 15 FEET EAST-SOUTHEAST OF A FENCE
 FJ1307'CORNER, 4 FEET SOUTH OF FENCE LINE AND 1-FOOT SOUTH OF A METAL
 FJ1307'WITNESS POST.
 FJ1307'
 FJ1307'NEAREST TOWN--PARKLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1306 ***********************************************************************
 FJ1306  DESIGNATION -  PARKLAND AZ MK
 FJ1306  PID         -  FJ1306
 FJ1306  STATE/COUNTY-  OK/LINCOLN
 FJ1306  COUNTRY     -  US
 FJ1306  USGS QUAD   -  TRYON SOUTH (2018)
 FJ1306
 FJ1306                         *CURRENT SURVEY CONTROL
 FJ1306  ______________________________________________________________________
 FJ1306* NAD 83(1993) POSITION- 35 49 33.56245(N) 096 52 34.04465(W)   ADJUSTED
 FJ1306* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 FJ1306  ______________________________________________________________________
 FJ1306  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 FJ1306  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 FJ1306  HORZ ORDER      -  THIRD
 FJ1306
 FJ1306.The horizontal coordinates were established by classical geodetic methods
 FJ1306.and adjusted by the National Geodetic Survey in November 1994.
 FJ1306
 FJ1306.The orthometric height was scaled from a topographic map.
 FJ1306
 FJ1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1306.GEOID18 height accuracy estimate available here.
 FJ1306
 FJ1306.Click photographs - Photos may exist for this station.
 FJ1306
 FJ1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1306
 FJ1306. The following values were computed from the NAD 83(1993) position.
 FJ1306
 FJ1306;                    North         East     Units Scale Factor Converg.
 FJ1306;SPC OK N     -    92,233.459   701,548.975   MT  0.99996306   +0 39 47.7
 FJ1306;SPC OK N     -   302,602.61  2,301,665.26   sFT  0.99996306   +0 39 47.7
 FJ1306;UTM  14      - 3,966,730.334   691,853.527   MT  1.00005358   +1 14 36.7
 FJ1306
 FJ1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1306!SPC OK N     -   0.99995825  x   0.99996306  =   0.99992131
 FJ1306!UTM  14      -   0.99995825  x   1.00005358  =   1.00001183
 FJ1306
 FJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9185366730(NAD 83)
 FJ1306
 FJ1306                          SUPERSEDED SURVEY CONTROL
 FJ1306
 FJ1306  NAD 83(1986)-  35 49 33.57242(N)    096 52 34.02599(W) AD(       ) 3
 FJ1306  NAD 27      -  35 49 33.35254(N)    096 52 32.92138(W) AD(       ) 3
 FJ1306
 FJ1306.Superseded values are not recommended for survey control.
 FJ1306
 FJ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1306.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1306
 FJ1306_MARKER: DZ = AZIMUTH MARK DISK
 FJ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1306_STAMPING: PARKLAND 1954
 FJ1306_MARK LOGO: CGS
 FJ1306_PROJECTION: FLUSH
 FJ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1306+STABILITY: SURFACE MOTION
 FJ1306
 FJ1306  HISTORY     - Date     Condition        Report By
 FJ1306  HISTORY     - 1954     MONUMENTED       CGS
 FJ1306  HISTORY     - 19750327 GOOD             USGS
 FJ1306  HISTORY     - 1977     GOOD             NGS
 FJ1306
 FJ1306                          STATION DESCRIPTION
 FJ1306
 FJ1306'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GDS)
 FJ1306'RECOVERED IN GOOD CONDITION.
 FJ1306
 FJ1306                          STATION RECOVERY (1977)
 FJ1306
 FJ1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FJ1306'THE STATION PARKLAND 2 IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 FJ1306'AGRA, ABOUT 2-1/2 MILES SOUTHWEST OF PARKLAND, 1/4 MILE WEST OF STATE
 FJ1306'HIGHWAY 18, AND ON THE SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 FJ1306'
 FJ1306'TO REACH THE STATION FROM THE POST OFFICE, IN AGRA.  GO SOUTH ON
 FJ1306'STATE HIGHWAY 18 FOR 1.8 MILES TO THE JUNCTION OF STATE HIGHWAY
 FJ1306'105.  CONTINUE SOUTH ON STATE HIGHWAY 18 FOR 3.0 MILES TO
 FJ1306'CROSSROADS, AND THE AZIMUTH MARK ON THE LEFT.
 FJ1306'
 FJ1306'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FJ1306'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED PARKLAND 1954.
 FJ1306'IT IS 64 FEET EAST OF THE CENTER LINE OF HIGHWAY, 26 FEET NORTH OF
 FJ1306'THE CENTER OF ROAD, 25 FEET EAST-NORTHEAST OF THE EAST END OF A
 FJ1306'CONCRETE CULVERT ABUTMENT, 15 FEET EAST-SOUTHEAST OF A FENCE
 FJ1306'CORNER, 4 FEET SOUTH OF FENCE LINE AND 1-FOOT SOUTH OF A
 FJ1306'METAL WITNESS POST.
 FJ1306'
 FJ1306'NEAREST TOWN--PARKLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0786 ***********************************************************************
 GH0786  DESIGNATION -  PARNELL
 GH0786  PID         -  GH0786
 GH0786  STATE/COUNTY-  OK/KINGFISHER
 GH0786  COUNTRY     -  US
 GH0786  USGS QUAD   -  UNION (2018)
 GH0786
 GH0786                         *CURRENT SURVEY CONTROL
 GH0786  ______________________________________________________________________
 GH0786* NAD 83(1993) POSITION- 36 06 06.07884(N) 097 49 01.25496(W)   ADJUSTED
 GH0786* NAVD 88 ORTHO HEIGHT -   358.25  (+/-2cm)     1175.4   (feet) VERTCON3
 GH0786  ______________________________________________________________________
 GH0786  GEOID HEIGHT    -        -27.567 (meters)                     GEOID18
 GH0786  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 GH0786  HORZ ORDER      -  FIRST
 GH0786  VERT ORDER      -  THIRD ? (See Below)
 GH0786
 GH0786.The horizontal coordinates were established by classical geodetic methods
 GH0786.and adjusted by the National Geodetic Survey in November 1994.
 GH0786
 GH0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0786
 GH0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0786.GEOID18 height accuracy estimate available here.
 GH0786
 GH0786.The vertical order pertains to the NGVD 29 superseded value.
 GH0786
 GH0786.Click photographs - Photos may exist for this station.
 GH0786
 GH0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0786
 GH0786. The following values were computed from the NAD 83(1993) position.
 GH0786
 GH0786;                    North         East     Units Scale Factor Converg.
 GH0786;SPC OK N     -   122,250.869   616,476.473   MT  0.99994606   +0 06 28.8
 GH0786;SPC OK N     -   401,084.73  2,022,556.56   sFT  0.99994606   +0 06 28.8
 GH0786;UTM  14      - 3,995,875.078   606,484.888   MT  0.99973971   +0 41 49.6
 GH0786
 GH0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0786!SPC OK N     -   0.99994810  x   0.99994606  =   0.99989417
 GH0786!UTM  14      -   0.99994810  x   0.99973971  =   0.99968783
 GH0786
 GH0786:                Primary Azimuth Mark                     Grid Az
 GH0786:SPC OK N     -  HENNESSEY MUNICIPAL WATER TANK           274 26 41.1
 GH0786:UTM  14      -  HENNESSEY MUNICIPAL WATER TANK           273 51 20.3
 GH0786
 GH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0648495875(NAD 83)
 GH0786
 GH0786|---------------------------------------------------------------------|
 GH0786| PID    Reference Object                     Distance      Geod. Az  |
 GH0786|                                                           dddmmss.s |
 GH0786| CL5950 PARNELL RM 3                         44.321 METERS 06346     |
 GH0786| GH0783 MARSHALL FARMERS COOP ELEV          APPROX.18.0 KM 0713004.3 |
 GH0786| CL5948 PARNELL RM 1                         60.756 METERS 26943     |
 GH0786| CL5947 PARNELL RM                                         27004     |
 GH0786| CL5946 TT 15 A 35                                         2713149.7 |
 GH0786| GH0789 HENNESSEY SCHOOLHOUSE DOME          APPROX. 7.3 KM 2720510.9 |
 GH0786| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX. 7.4 KM 2743309.9 |
 GH0786| GH0790 HENNESSEY WIND MILL AT RR           APPROX. 7.6 KM 2753126.1 |
 GH0786| GH0791 HENNESSEY ELEV CEN SQUARE TOP       APPROX. 7.6 KM 2764500.7 |
 GH0786| GH0792 HENNESSEY ROLLER MILL STACK         APPROX. 7.7 KM 2800314.9 |
 GH0786| GH0799 BISON LOWER ELEVATOR                APPROX.12.4 KM 3284243.0 |
 GH0786| CL5949 PARNELL RM 2                         17.165 METERS 35945     |
 GH0786|---------------------------------------------------------------------|
 GH0786
 GH0786                          SUPERSEDED SURVEY CONTROL
 GH0786
 GH0786  NAD 83(1986)-  36 06 06.08440(N)    097 49 01.24226(W) AD(       ) 1
 GH0786  NAD 27      -  36 06 05.95033(N)    097 49 00.05032(W) AD(       ) 1
 GH0786  USSD        -  36 06 05.87400(N)    097 49 00.34500(W) AD(       ) 3
 GH0786  NGVD 29 (07/19/86)  358.09   (m)         1174.8    (f) LEVELING    3  
 GH0786
 GH0786.Superseded values are not recommended for survey control.
 GH0786
 GH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0786.See file dsdata.pdf to determine how the superseded data were derived.
 GH0786
 GH0786_MARKER: N = NAIL
 GH0786_SETTING: 0 = UNSPECIFIED SETTING
 GH0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0786+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2013
 GH0786
 GH0786  HISTORY     - Date     Condition        Report By
 GH0786  HISTORY     - 1902     MONUMENTED       CGS
 GH0786  HISTORY     - 1934     GOOD             CGS
 GH0786  HISTORY     - 1934     GOOD             OKGS
 GH0786  HISTORY     - 1935     GOOD             CGS
 GH0786  HISTORY     - 1938     GOOD             CGS
 GH0786  HISTORY     - 1947     GOOD             CGS
 GH0786  HISTORY     - 1951     GOOD             CGS
 GH0786  HISTORY     - 1955     GOOD             CGS
 GH0786  HISTORY     - 1967     GOOD             PHILIP
 GH0786  HISTORY     - 19790420 MARK NOT FOUND   USGS
 GH0786  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GH0786  HISTORY     - 20130430 GOOD             INDIV
 GH0786
 GH0786                          STATION DESCRIPTION
 GH0786
 GH0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 GH0786'ABOUT 6 MILES EAST AND 1/2 MILE SOUTH OF HENNESSEY, IN
 GH0786'T. 19 N., R. 6 W., 75 YARDS EAST OF CORNER COMMON TO SECTIONS
 GH0786'22, 23, 26 AND 27, IN FENCE LINE ON SOUTH SIDE OF ROAD, AND
 GH0786'ON PROPERTY OWNED IN 1902 BY B.H. PARNELL.  SURFACE AND
 GH0786'UNDERGROUND MARKS ARE IRON NAILS IN THE CENTER OF TERRA-COTTA
 GH0786'PIPES 4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH AND
 GH0786'SET IN CONCRETE.  THE UNDERGROUND MARK IS 2 FEET BELOW THE
 GH0786'SURFACE OF THE GROUND.  REFERENCE MARK IS A NAIL IN THE CENTER
 GH0786'OF A TERRA-COTTA PIPE FILLED WITH CONCRETE AND SET IN A BLOCK
 GH0786'OF CONCRETE 1 FOOT IN DIAMETER, IN NORTHWEST CORNER OF MR.
 GH0786'PARNELLS PROPERTY, 66.156 METERS (217.05 FEET) FROM STATION.
 GH0786
 GH0786                          STATION RECOVERY (1934)
 GH0786
 GH0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0786'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK NOT
 GH0786'FOUND.  DISTANCE MEASURED FROM THE STATION LOCATES IT IN THE
 GH0786'SIDE OR BOTTOM OF 3-FOOT OUT MADE WHEN THE CORNER OF THE ROAD
 GH0786'INTERSECTION WAS ROUNDED.  THIS WOULD DESTROY OR EXPOSE THE
 GH0786'MARK.  THERE IS ALSO A FENCE SET AT THIS ROUNDED CORNER.
 GH0786
 GH0786                          STATION RECOVERY (1934)
 GH0786
 GH0786'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 GH0786'THE OLD DESCRIPTION STILL APPLIES WITH THE FOLLOWING EXCEPTIONS-
 GH0786'DISTANCE FROM HENNESSEY SHOULD READ 4 MILES EAST AND 1/2 MILE
 GH0786'SOUTH, REFERENCE MARK DESCRIBED AS BEING IN THE NORTHWEST CORNER
 GH0786'OF MR. PARNELLS PROPERTY, 66.156 METERS FROM STATION
 GH0786'N 89 DEG 56 MIN W, HAS BEEN REMOVED DUE TO ROUNDING OF
 GH0786'CORNER AND THERE IS NO EVIDENCE OF ITS FORMER LOCATION.
 GH0786
 GH0786                          STATION RECOVERY (1935)
 GH0786
 GH0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 GH0786'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED.  THE ORIGINAL
 GH0786'STATION AND UNDERGROUND MARKS, IRON NAILS IN TERRA-COTTA PIPES
 GH0786'WERE NOT CHANGED AS IT WAS THOUGHT THE OLD MARK WOULD ATTRACT
 GH0786'MUCH LESS ATTENTION FROM THE NATIVES AND BE MORE EASILY
 GH0786'IDENTIFIED FROM THE REFERENCES, IF THE TABLETS WERE PULLED OUT.
 GH0786'REFERENCE MARK SET IN 1902 HAS BEEN DESTROYED BY ROAD
 GH0786'CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 GH0786'
 GH0786'THE STATION IS ABOUT 6 MILES EAST AND 1/2 MILE SOUTH OF HENNESSEY,
 GH0786'75 YARDS EAST OF THE CORNER COMMON TO SECTIONS 22, 23, 26 AND 27,
 GH0786'T. 19 N., R. 6 W., IN FENCE LINE ON SOUTH SIDE OF THE ROAD
 GH0786'AND ON PROPERTY OWNED IN 1902 BY MR. B.H. PARNELL BUT NOW
 GH0786'OWNED BY MR. OSCAR HANNA.
 GH0786'
 GH0786'TO REACH FROM HENNESSEY, GO EAST FOR 3.5 MILES, THEN SOUTH 0.5
 GH0786'MILE TO CROSSROADS, THEN EAST ABOUT 2.5 MILES TO THE HIGHEST
 GH0786'LAND IN THE VICINITY.
 GH0786'
 GH0786'REFERENCE MARK NO. 1 (1935) IS A STANDARD BRONZE DISK SET
 GH0786'IN CONCRETE, ON THE SOUTH SIDE OF AN
 GH0786'EAST-WEST ROAD, 5 FEET EAST OF THE FENCE CORNER AND 2 FEET
 GH0786'SOUTH OF AN EAST-WEST FENCE, ON PROPERTY OWNED BY MR. OSCAR HANNA.
 GH0786'IT IS 60.735 METERS (199.28 FEET) FROM THE STATION
 GH0786'AND 63.08 METERS (206.98 FEET) FROM
 GH0786'REFERENCE MARK NO. 2.
 GH0786'
 GH0786'REFERENCE MARK NO. 2 (1935) IS A STANDARD BRONZE DISK SET IN
 GH0786'CONCRETE, ON THE NORTH SIDE OF AN
 GH0786'EAST-WEST ROAD, 92 YARDS EAST OF CROSSROADS, ON LINE OF
 GH0786'TELEPHONE POLES, ON PROPERTY OWNED BY MR. OSCAR HANNA.  IT IS
 GH0786'17.185 METERS (56.37 FEET) FROM THE STATION.
 GH0786'
 GH0786'BEARING FROM STATION TO THE CENTER AND HIGHEST SHAFT OF THE
 GH0786'STAR MILL AND ELEVATOR COMPANY GRAIN ELEVATOR OF HENNESSEY IS
 GH0786'N 83 DEG 10 MIN W.
 GH0786'
 GH0786'AZIMUTH (1902) FROM THE STATION TO THE CENTER SHAFT OF THE
 GH0786'HIGHEST ELEVATOR AT BISON IS N 31 DEG 45 MIN W.
 GH0786
 GH0786                          STATION RECOVERY (1938)
 GH0786
 GH0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0786'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 GH0786'
 GH0786'STATION WAS NOT OCCUPIED AND AZIMUTHS TO MARKS WERE NOT CHECKED.
 GH0786'A 50-FOOT LIGHT STAND WAS USED.
 GH0786
 GH0786                          STATION RECOVERY (1947)
 GH0786
 GH0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0786'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 GH0786'E.R.M. IN 1935.  NO ADDITIONAL DETAILS ARE REQUIRED.
 GH0786
 GH0786                          STATION RECOVERY (1951)
 GH0786
 GH0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0786'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED IN THE 1935
 GH0786'DESCRIPTION AND ARE IN GOOD CONDITION.
 GH0786'
 GH0786'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GH0786'
 GH0786'THE STATION IS LOCATED ABOUT 4.0 MILES EAST AND 0.5 MILE SOUTH
 GH0786'OF HENNESSEY ALONG THE NORTH EDGE OF PROPERTY OWNED BY MR. OSCAR
 GH0786'HANNA AND IS ON THE HIGHEST LAND IN THE IMMEDIATE VICINITY.
 GH0786'IT IS ABOUT 0.05 MILE EAST OF A CROSSROAD, 28.0 FEET SOUTH OF
 GH0786'THE CENTER OF A GRADED ROAD, 2.0 FEET WEST OF A WITNESS POST AND
 GH0786'DIRECTLY UNDER AND EAST-WEST FENCE AND POWERLINE.  THE SURFACE
 GH0786'AND UNDERGROUND MARKS ARE IRON NAILS SET POINT UP IN THE CENTER
 GH0786'OF TERRA-COTTA PIPES 4 INCHES IN DIAMETER AND 2.0 FEET LONG
 GH0786'FILLED WITH AND SET IN CONCRETE.  IT IS 6 INCHES BELOW THE
 GH0786'SURFACE OF THE GROUND AND HAS NO STAMPING.
 GH0786'
 GH0786'REFERENCE MARK NO. 1 IS LOCATED NEAR THE NORTHWEST CORNER OF A
 GH0786'CULTIVATED FIELD AND IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE
 GH0786'STATION.  IT IS 50.0 FEET EAST OF THE CENTER OF A GRADED ROAD,
 GH0786'30.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 10.0 FEET EAST
 GH0786'OF A POWERLINE POLE AND 1.5 FEET SOUTH OF A FENCE.  IT PROJECTS
 GH0786'2 INCHES AND IS STAMPED PARNELL NO 1 1902.
 GH0786'
 GH0786'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE STATION
 GH0786'AT THE SOUTH EDGE OF A CULTIVATED FIELD AND IS ABOUT THE SAME
 GH0786'ELEVATION AS THE STATION.  IT IS 31.0 FEET NORTH OF THE CENTER OF
 GH0786'A GRADED ROAD AND 9.5 FEET EAST-NORTHEAST OF A TELEPHONE POLE.
 GH0786'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GH0786'PARNELL NO 2 1902.
 GH0786'
 GH0786'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GH0786'NO. 2 IS 207.25 FEET.
 GH0786'
 GH0786'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY MARK
 GH0786'SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST PROJECTING
 GH0786'4 INCHES.  IT IS 30.0 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 GH0786'1.0 FOOT EAST OF A WITNESS POST, SET AT THE SOUTH EDGE OF A
 GH0786'CULTIVATED FIELD AND DIRECTLY UNDER A TELEPHONE LINE.  IT IS
 GH0786'STAMPED 15 A 35 TT 1934.
 GH0786'
 GH0786'TO REACH THE STATION FROM THE POST OFFICE IN HENNESSEY, GO
 GH0786'NORTH ON U.S. HIGHWAY NO. 81 FOR 0.5 MILE TO THE JUNCTION WITH
 GH0786'STATE ROUTE NO. 51.  HERE TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 GH0786'NO. 81 AND STATE ROUTE NO. 51 FOR 0.35 MILE TO WHERE U.S.
 GH0786'HIGHWAY NO. 81 TURNS LEFT AND STATE ROUTE NO. 51 CONTINUES EAST.
 GH0786'CONTINUE EAST ON STATE ROUTE NO. 51 FOR 3.0 MILES TO A
 GH0786'CROSSROAD, TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 1.0 MILE
 GH0786'TO A CROSSROAD, TURN LEFT AND GO EAST ON A GRADED ROAD
 GH0786'FOR 0.4 MILE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 GH0786'ON A GRADED ROAD FOR 0.6 MILE TO A CROSSROAD, CONTINUE EAST
 GH0786'ABOUT 0.05 MILE TO THE HIGHEST POINT AND THE STATION ON THE
 GH0786'RIGHT AS DESCRIBED.
 GH0786
 GH0786                          STATION RECOVERY (1955)
 GH0786
 GH0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 GH0786'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 GH0786'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH WAS DESTROYED
 GH0786'WHEN THE ROAD WAS WIDENED.  THE 1951 DESCRIPTION IS ADEQUATE WITH
 GH0786'THE FOLLOWING EXCEPTIONS.
 GH0786'
 GH0786'THE FENCES MENTIONED AT THE STATION AND REFERENCE MARK NO. 1
 GH0786'HAVE BEEN REMOVED.  THE STATION MARK IS 130.7 FEET WEST OF THE
 GH0786'SECOND POWER POLE EAST OF THE INTERSECTION.
 GH0786'
 GH0786'REFERENCE MARK NO. 1 IS 54 FEET EAST OF THE CENTER OF THE
 GH0786'NORTH-SOUTH ROAD, 35 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 GH0786'ROAD AND 9.5 FEET EAST OF A POWER POLE.  A NEW REFERENCE MARK WAS
 GH0786'ESTABLISHED.  IT IS 34 FEET NORTH OF THE CENTER OF THE DIRT
 GH0786'ROAD, 6 INCHES WEST OF A TELEPHONE POLE AND PROJECTS 4 INCHES.
 GH0786'THE DISK IS STAMPED PARNELL NO 3 1902 1955.
 GH0786
 GH0786                          STATION RECOVERY (1967)
 GH0786
 GH0786'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1967
 GH0786'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 GH0786
 GH0786                          STATION RECOVERY (1979)
 GH0786
 GH0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (GDS)
 GH0786'MARK NOT FOUND.
 GH0786
 GH0786                          STATION RECOVERY (1981)
 GH0786
 GH0786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GH0786'UNABLE TO RECOVER STATION MARK, AZIMUTH MARK AND, REFERENCE MARK NO.
 GH0786'2.
 GH0786'
 GH0786'FOUND REFERENCE MARK NO. 1 (DESTROYED).
 GH0786'
 GH0786'FOUND REFERENCE MARK NO. 3 IN GOOD CONDITION AS DESCRIBED.
 GH0786
 GH0786                          STATION RECOVERY (2013)
 GH0786
 GH0786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (PJ)
 GH0786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0544 ***********************************************************************
 GJ0544  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0544  DESIGNATION -  PARVIN
 GJ0544  PID         -  GJ0544
 GJ0544  STATE/COUNTY-  OK/KINGFISHER
 GJ0544  COUNTRY     -  US
 GJ0544  USGS QUAD   -  PARVIN (2018)
 GJ0544
 GJ0544                         *CURRENT SURVEY CONTROL
 GJ0544  ______________________________________________________________________
 GJ0544* NAD 83(2011) POSITION- 36 04 20.81283(N) 098 12 04.23998(W)   ADJUSTED
 GJ0544* NAD 83(2011) ELLIP HT-   341.621 (meters)        (06/27/12)   ADJUSTED
 GJ0544* NAD 83(2011) EPOCH   -  2010.00
 GJ0544* NAVD 88 ORTHO HEIGHT -   368.9   (meters)     1210.    (feet) GPS OBS
 GJ0544  ______________________________________________________________________
 GJ0544  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GJ0544  GEOID HEIGHT    -        -27.249 (meters)                     GEOID96
 GJ0544  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 GJ0544  NAD 83(2011) X  -   -736,290.775 (meters)                     COMP
 GJ0544  NAD 83(2011) Y  - -5,108,760.112 (meters)                     COMP
 GJ0544  NAD 83(2011) Z  -  3,734,893.367 (meters)                     COMP
 GJ0544  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 GJ0544
 GJ0544  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0544  Standards:
 GJ0544         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0544            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0544  -------------------------------------------------------------------
 GJ0544  NETWORK    2.19   4.61           1.00   0.75   2.35      0.05737889
 GJ0544  -------------------------------------------------------------------
 GJ0544  Click here for local accuracies and other accuracy information.
 GJ0544
 GJ0544.The horizontal coordinates were established by GPS observations
 GJ0544.and adjusted by the National Geodetic Survey in June 2012.
 GJ0544
 GJ0544.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0544.been affixed to the stable North American tectonic plate. See 
 GJ0544.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0544
 GJ0544.The horizontal coordinates are valid at the epoch date displayed above
 GJ0544.which is a decimal equivalence of Year/Month/Day.
 GJ0544
 GJ0544.The orthometric height was determined by GPS observations and a
 GJ0544.high-resolution geoid model.
 GJ0544
 GJ0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0544.GEOID18 height accuracy estimate available here.
 GJ0544
 GJ0544.Click photographs - Photos may exist for this station.
 GJ0544
 GJ0544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0544
 GJ0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0544
 GJ0544.The ellipsoidal height was determined by GPS observations
 GJ0544.and is referenced to NAD 83.
 GJ0544
 GJ0544. The following values were computed from the NAD 83(2011) position.
 GJ0544
 GJ0544;                    North         East     Units Scale Factor Converg.
 GJ0544;SPC OK N     -   119,009.741   581,878.653   MT  0.99994678   -0 07 07.4
 GJ0544;SPC OK N     -   390,451.13  1,909,046.88   sFT  0.99994678   -0 07 07.4
 GJ0544;UTM  14      - 3,992,279.303   571,930.761   MT  0.99966375   +0 28 13.3
 GJ0544
 GJ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0544!SPC OK N     -   0.99994639  x   0.99994678  =   0.99989317
 GJ0544!UTM  14      -   0.99994639  x   0.99966375  =   0.99961015
 GJ0544
 GJ0544:                Primary Azimuth Mark                     Grid Az
 GJ0544:SPC OK N     -  PARVIN AZ MK                             271 44 40.1
 GJ0544:UTM  14      -  PARVIN AZ MK                             271 09 19.4
 GJ0544
 GJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7193092279(NAD 83)
 GJ0544
 GJ0544|---------------------------------------------------------------------|
 GJ0544| PID    Reference Object                     Distance      Geod. Az  |
 GJ0544|                                                           dddmmss.s |
 GJ0544| GJ0774 PARVIN RM 1                          26.323 METERS 09200     |
 GJ0544| CK9605 PARVIN AZ MK                                       2713732.7 |
 GJ0544| CK9607 PARVIN RM 2                          24.018 METERS 31250     |
 GJ0544|---------------------------------------------------------------------|
 GJ0544
 GJ0544                          SUPERSEDED SURVEY CONTROL
 GJ0544
 GJ0544  NAD 83(2007)-  36 04 20.81278(N)    098 12 04.24060(W) AD(2002.00) 0
 GJ0544  ELLIP H (02/10/07)  341.638  (m)                       GP(2002.00)    
 GJ0544  ELLIP H (04/16/01)  341.632  (m)                       GP(       ) 4 2
 GJ0544  NAD 83(1993)-  36 04 20.81270(N)    098 12 04.24045(W) AD(       ) B
 GJ0544  ELLIP H (05/09/94)  341.671  (m)                       GP(       ) 4 2
 GJ0544  NAD 83(1986)-  36 04 20.81858(N)    098 12 04.22471(W) AD(       ) 1
 GJ0544  NAD 27      -  36 04 20.68517(N)    098 12 02.98245(W) AD(       ) 1
 GJ0544  NAVD 88 (01/13/95)  368.9    (m)  UNKNOWN  model used  GPS OBS        
 GJ0544  NAVD 88 (05/09/94)  368.9    (m)  GEOID93  model used  GPS OBS        
 GJ0544
 GJ0544.Superseded values are not recommended for survey control.
 GJ0544
 GJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0544.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0544
 GJ0544_MARKER: DS = TRIANGULATION STATION DISK
 GJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0544_STAMPING: PARVIN 1963
 GJ0544_MARK LOGO: CGS
 GJ0544_PROJECTION: FLUSH
 GJ0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0544+STABILITY: SURFACE MOTION
 GJ0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0544+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2025
 GJ0544
 GJ0544  HISTORY     - Date     Condition        Report By
 GJ0544  HISTORY     - 1963     MONUMENTED       CGS
 GJ0544  HISTORY     - 1963     GOOD             CGS
 GJ0544  HISTORY     - 19930423 GOOD             NGS
 GJ0544  HISTORY     - 20250915 GOOD             MKEC
 GJ0544
 GJ0544                          STATION DESCRIPTION
 GJ0544
 GJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0544'STATION IS ON THE SOUTH SIDE OF A SECTION LINE ROAD, ABOUT 12 MILES
 GJ0544'SOUTH OF AMES, 6 MILES EAST AND 3 MILES SOUTH OF OKEENE AND AT THE
 GJ0544'MAIN ENTRANCE TO THE PARVIN CEMETERY.
 GJ0544'
 GJ0544'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 8 IN OKEENE, GO
 GJ0544'EAST ON STATE HIGHWAY 51 FOR 7.1 MILES TO A CROSS ROAD AT A STORE
 GJ0544'AND SERVICE STATION IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO SOUTH
 GJ0544'ON GRADED ROAD FOR 3.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 GJ0544'WEST ON GRADED ROAD FOR 0.4 MILE TO THE PARVIN CEMETERY AND
 GJ0544'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK CONTINUE AHEAD,
 GJ0544'WEST, ON GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GJ0544'
 GJ0544'STATION MARK IS A STANDARD DISK, STAMPED PARVIN 1963, SET IN THE TOP
 GJ0544'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 GJ0544'IS 27 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 18 FEET
 GJ0544'EAST-NORTHEAST OF THE EAST GATE POST OF THE MAIN GATE OF THE
 GJ0544'CEMETERY AND 7 FEET NORTH OF A FENCE.
 GJ0544'
 GJ0544'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARVIN NO 1 1963, SET IN
 GJ0544'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0544'SURFACE.  IT IS 102 FEET EAST OF THE EAST GATE POST, 29 FEET SOUTH
 GJ0544'OF THE CENTERLINE OF THE ROAD AND 4.5 FEET NORTH OF THE FENCE.
 GJ0544'
 GJ0544'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARVIN NO 2 1963, SET
 GJ0544'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0544'IS 73 FEET NORTHWEST OF THE EAST GATE POST, 27 FEET NORTH OF THE
 GJ0544'CENTERLINE OF THE GRADED ROAD, 1.9 FEET EAST OF A WITNESS POST, 1
 GJ0544'FOOT SOUTH OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0544'
 GJ0544'AZIMUTH MARK IS A STANDARD DISK, STAMPED PARVIN 1963, SET IN THE TOP
 GJ0544'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 25
 GJ0544'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 3 FEET EAST OF A
 GJ0544'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 GJ0544'
 GJ0544'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GJ0544
 GJ0544                          STATION RECOVERY (1963)
 GJ0544
 GJ0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0544'RECOVERED IN GOOD CONDITION.
 GJ0544
 GJ0544                          STATION RECOVERY (1993)
 GJ0544
 GJ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0544'NOTE--STATION HAS GPS HORIZON BLOCKAGES OF 45 DEGREES TO THE
 GJ0544'SOUTH-SOUTHEAST, 30 DEGREES FROM THE SOUTHEAST TO THE
 GJ0544'SOUTH-SOUTHWEST.
 GJ0544'STATION IS LOCATED ABOUT 27 KM (16.75 MI) WEST OF HENNESSEY, 3 KM
 GJ0544'(1.85 MI) SOUTH OF STATE HIGHWAY 51, 0.8 KM (0.50 MI) EAST OF THE
 GJ0544'KINGFISHER-BLAINE COUNTY LINE, ON HIGH GROUND, AT THE MAIN ENTRANCE
 GJ0544'TO THE PARVIN CEMETERY, ON ROAD RIGHT-OF-WAY, ON THE NORTH EDGE OF
 GJ0544'SECTION 6, T 18 N, R 9 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GJ0544'TRANSPORTATION.
 GJ0544'TO REACH FROM THE JUNCTION OF US HIGHWAY 81 AND STATE HIGHWAY 51 ON
 GJ0544'THE NORTH SIDE OF HENNESSEY, GO WEST ON HIGHWAY 51 FOR 24.92 KM
 GJ0544'(15.50 MI) TO THE WEST END OF THE BRIDGE OVER THE CIMARRON RIVER.
 GJ0544'CONTINUE AHEAD FOR 2.28 KM (1.40 MI) TO A CROSSROAD AT GAS STATION ON
 GJ0544'THE RIGHT.  TURN LEFT, SOUTH, ON PAVED ROAD FOR 4.84 KM (3.00 MI) TO
 GJ0544'A DIRT CROSSROAD.  TURN RIGHT, WEST, ON ROAD FOR 0.74 KM (0.45 MI) TO
 GJ0544'HIGH GROUND AND STATION ON THE LEFT.
 GJ0544'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 GJ0544'WITH THE GROUND.  IT IS 8.5 M (27.9 FT) SOUTH OF, AND SLIGHTLY HIGHER
 GJ0544'THAN THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST,
 GJ0544'2.3 M (7.5 FT) NORTH OF THE CEMETERY FENCE, 5.0 M (16.4 FT)
 GJ0544'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST BRICK PILLAR AT THE
 GJ0544'MAIN ENTRANCE, AND 6.5 M (21.3 FT) NORTHWEST OF A 35-CM CEDAR TREE IN
 GJ0544'A CEMETERY PLOT.
 GJ0544
 GJ0544                          STATION RECOVERY (2025)
 GJ0544
 GJ0544'RECOVERY NOTE BY MKEC ENGINEERING SERVICES 2025 (JRS)
 GJ0544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0774 ***********************************************************************
 GJ0774  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0774  DESIGNATION -  PARVIN RM 1
 GJ0774  PID         -  GJ0774
 GJ0774  STATE/COUNTY-  OK/KINGFISHER
 GJ0774  COUNTRY     -  US
 GJ0774  USGS QUAD   -  PARVIN (2018)
 GJ0774
 GJ0774                         *CURRENT SURVEY CONTROL
 GJ0774  ______________________________________________________________________
 GJ0774* NAD 83(2011) POSITION- 36 04 20.78314(N) 098 12 03.18865(W)   ADJUSTED
 GJ0774* NAD 83(2011) ELLIP HT-   341.124 (meters)        (06/27/12)   ADJUSTED
 GJ0774* NAD 83(2011) EPOCH   -  2010.00
 GJ0774* NAVD 88 ORTHO HEIGHT -   368.4   (meters)     1209.    (feet) GPS OBS
 GJ0774  ______________________________________________________________________
 GJ0774  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GJ0774  GEOID HEIGHT    -        -27.249 (meters)                     GEOID96
 GJ0774  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 GJ0774  NAD 83(2011) X  -   -736,264.755 (meters)                     COMP
 GJ0774  NAD 83(2011) Y  - -5,108,764.001 (meters)                     COMP
 GJ0774  NAD 83(2011) Z  -  3,734,892.335 (meters)                     COMP
 GJ0774  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 GJ0774
 GJ0774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0774  Standards:
 GJ0774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0774  -------------------------------------------------------------------
 GJ0774  NETWORK    2.20   4.65           1.01   0.75   2.37      0.05317463
 GJ0774  -------------------------------------------------------------------
 GJ0774  Click here for local accuracies and other accuracy information.
 GJ0774
 GJ0774.The horizontal coordinates were established by GPS observations
 GJ0774.and adjusted by the National Geodetic Survey in June 2012.
 GJ0774
 GJ0774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0774.been affixed to the stable North American tectonic plate. See 
 GJ0774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0774
 GJ0774.The horizontal coordinates are valid at the epoch date displayed above
 GJ0774.which is a decimal equivalence of Year/Month/Day.
 GJ0774
 GJ0774.The orthometric height was determined by GPS observations and a
 GJ0774.high-resolution geoid model.
 GJ0774
 GJ0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0774.GEOID18 height accuracy estimate available here.
 GJ0774
 GJ0774.Click photographs - Photos may exist for this station.
 GJ0774
 GJ0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0774
 GJ0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0774
 GJ0774.The ellipsoidal height was determined by GPS observations
 GJ0774.and is referenced to NAD 83.
 GJ0774
 GJ0774. The following values were computed from the NAD 83(2011) position.
 GJ0774
 GJ0774;                    North         East     Units Scale Factor Converg.
 GJ0774;SPC OK N     -   119,008.771   581,904.956   MT  0.99994678   -0 07 06.8
 GJ0774;SPC OK N     -   390,447.94  1,909,133.18   sFT  0.99994678   -0 07 06.8
 GJ0774;UTM  14      - 3,992,278.604   571,957.065   MT  0.99966380   +0 28 14.0
 GJ0774
 GJ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0774!SPC OK N     -   0.99994646  x   0.99994678  =   0.99989325
 GJ0774!UTM  14      -   0.99994646  x   0.99966380  =   0.99961028
 GJ0774
 GJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7195792278(NAD 83)
 GJ0774
 GJ0774|---------------------------------------------------------------------|
 GJ0774| PID    Reference Object                     Distance      Geod. Az  |
 GJ0774|                                                           dddmmss.s |
 GJ0774| GJ0544 PARVIN                               26.323 METERS 27200     |
 GJ0774|---------------------------------------------------------------------|
 GJ0774
 GJ0774                          SUPERSEDED SURVEY CONTROL
 GJ0774
 GJ0774  NAD 83(2007)-  36 04 20.78309(N)    098 12 03.18927(W) AD(2002.00) 0
 GJ0774  ELLIP H (02/10/07)  341.141  (m)                       GP(2002.00)    
 GJ0774  NAD 83(1993)-  36 04 20.78301(N)    098 12 03.18913(W) AD(       ) B
 GJ0774  ELLIP H (04/16/01)  341.126  (m)                       GP(       ) 4 2
 GJ0774  NAD 83(1993)-  36 04 20.78301(N)    098 12 03.18913(W) AD(       ) B
 GJ0774  ELLIP H (05/09/94)  341.165  (m)                       GP(       ) 4 2
 GJ0774  NAVD 88 (01/13/95)  368.4    (m)  UNKNOWN  model used  GPS OBS        
 GJ0774  NAVD 88 (05/09/94)  368.4    (m)  GEOID93  model used  GPS OBS        
 GJ0774
 GJ0774.Superseded values are not recommended for survey control.
 GJ0774
 GJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0774.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0774
 GJ0774_MARKER: DR = REFERENCE MARK DISK
 GJ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0774_STAMPING: PARVIN NO 1 1963
 GJ0774_MARK LOGO: CGS
 GJ0774_PROJECTION: FLUSH
 GJ0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0774+STABILITY: SURFACE MOTION
 GJ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0774+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2011
 GJ0774
 GJ0774  HISTORY     - Date     Condition        Report By
 GJ0774  HISTORY     - 1963     MONUMENTED       CGS
 GJ0774  HISTORY     - 19930423 GOOD             NGS
 GJ0774  HISTORY     - 20111122 GOOD             INDIV
 GJ0774
 GJ0774                          STATION DESCRIPTION
 GJ0774
 GJ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GJ0774'STATION IS LOCATED ABOUT 27 KM (16.75 MI) WEST OF HENNESSEY, 3 KM
 GJ0774'(1.85 MI) SOUTH OF STATE HIGHWAY 51, 0.8 KM (0.50 MI) EAST OF THE
 GJ0774'KINGFISHER-BLAINE COUNTY LINE, ON HIGH GROUND, AT THE PARVIN
 GJ0774'CEMETERY, ON ROAD RIGHT-OF-WAY, ON THE NORTH EDGE OF SECTION 6, T 18
 GJ0774'N, R 9 W. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GJ0774'TO REACH FROM THE JUNCTION OF US HIGHWAY 81 AND STATE HIGHWAY 51 ON
 GJ0774'THE NORTH SIDE OF HENNESSEY, GO WEST ON HIGHWAY 51 FOR 24.92 KM
 GJ0774'(15.50 MI) TO THE WEST END OF THE BRIDGE OVER THE CIMARRON RIVER.
 GJ0774'CONTINUE AHEAD FOR 2.28 KM (1.40 MI) TO A CROSSROAD AT GAS STATION ON
 GJ0774'THE RIGHT.  TURN LEFT, SOUTH, ON PAVED ROAD FOR 4.84 KM (3.00 MI) TO
 GJ0774'A DIRT CROSSROAD.  TURN RIGHT, WEST, ON ROAD FOR 0.71 KM (0.45 MI) TO
 GJ0774'HIGH GROUND AND STATION ON THE LEFT.
 GJ0774'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 GJ0774'WITH THE GROUND.  IT IS 9.0 M (29.5 FT) SOUTH OF, AND LEVEL WITH THE
 GJ0774'THE ROAD CENTER, 26.4 M (86.6 FT) EAST OF A METAL WITNESS POST, 1.4 M
 GJ0774'(4.6 FT) NORTH OF THE CEMETERY FENCE, 1.3 M (4.3 FT) NORTH OF A METAL
 GJ0774'WITNESS POST, 31.1 M (102.0 FT) EAST OF THE NORTHEAST CORNER OF THE
 GJ0774'EAST BRICK PILLAR AT THE MAIN ENTRANCE, AND 14.1 M (46.3 FT)
 GJ0774'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK PILLAR AT THE EAST
 GJ0774'ENTRANCE.
 GJ0774
 GJ0774                          STATION RECOVERY (2011)
 GJ0774
 GJ0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JW)
 GJ0774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0933 ***********************************************************************
 EK0933  DESIGNATION -  PASHUBBE
 EK0933  PID         -  EK0933
 EK0933  STATE/COUNTY-  OK/LE FLORE
 EK0933  COUNTRY     -  US
 EK0933  USGS QUAD   -  PAGE (2018)
 EK0933
 EK0933                         *CURRENT SURVEY CONTROL
 EK0933  ______________________________________________________________________
 EK0933* NAD 83(1993) POSITION- 34 38 26.14637(N) 094 35 04.24453(W)   ADJUSTED
 EK0933* NAVD 88 ORTHO HEIGHT -   289.44  (+/-2cm)      949.6   (feet) VERTCON3
 EK0933  ______________________________________________________________________
 EK0933  GEOID HEIGHT    -        -31.145 (meters)                     GEOID18
 EK0933  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 EK0933  HORZ ORDER      -  THIRD
 EK0933  VERT ORDER      -  THIRD ? (See Below)
 EK0933
 EK0933.The horizontal coordinates were established by classical geodetic methods
 EK0933.and adjusted by the National Geodetic Survey in November 1994.
 EK0933
 EK0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0933
 EK0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0933.GEOID18 height accuracy estimate available here.
 EK0933
 EK0933.The vertical order pertains to the NGVD 29 superseded value.
 EK0933
 EK0933.Click photographs - Photos may exist for this station.
 EK0933
 EK0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0933
 EK0933. The following values were computed from the NAD 83(1993) position.
 EK0933
 EK0933;                    North         East     Units Scale Factor Converg.
 EK0933;SPC OK S     -   150,303.195   913,071.112   MT  0.99993642   +1 56 19.3
 EK0933;SPC OK S     -   493,119.73  2,995,634.14   sFT  0.99993642   +1 56 19.3
 EK0933;SPC OK S     -   493,119.73  2,995,634.14   sFT  0.99993642   +1 56 19.3
 EK0933;SPC AR S     -   621,929.445   163,068.891   MT  0.99997431   -1 26 47.5
 EK0933;SPC AR S     - 2,040,446.85    535,001.85   sFT  0.99997431   -1 26 47.5
 EK0933;SPC OK S     -   150,303.195   913,071.112   MT  0.99993642   +1 56 19.3
 EK0933;UTM  15      - 3,834,329.362   354,774.661   MT  0.99985995   -0 54 03.0
 EK0933
 EK0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0933!SPC OK S     -   0.99995946  x   0.99993642  =   0.99989588
 EK0933!SPC AR S     -   0.99995946  x   0.99997431  =   0.99993377
 EK0933!SPC OK S     -   0.99995946  x   0.99993642  =   0.99989588
 EK0933!UTM  15      -   0.99995946  x   0.99985995  =   0.99981941
 EK0933
 EK0933:                Primary Azimuth Mark                     Grid Az
 EK0933:SPC OK S     -  PIGEON                                   135 54 25.4
 EK0933:SPC AR S     -  PIGEON                                   139 17 32.2
 EK0933:SPC OK S     -  PIGEON                                   135 54 25.4
 EK0933:UTM  15      -  PIGEON                                   138 44 47.7
 EK0933
 EK0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5477434329(NAD 83)
 EK0933
 EK0933|---------------------------------------------------------------------|
 EK0933| PID    Reference Object                     Distance      Geod. Az  |
 EK0933|                                                           dddmmss.s |
 EK0933| CX6029 PASHUBBE RM 1                        16.380 METERS 08355     |
 EK0933| EK0934 PIGEON                              APPROX. 3.9 KM 1375044.7 |
 EK0933| CX6030 PASHUBBE RM 2                        15.826 METERS 26910     |
 EK0933|---------------------------------------------------------------------|
 EK0933
 EK0933                          SUPERSEDED SURVEY CONTROL
 EK0933
 EK0933  NAD 83(1986)-  34 38 26.14847(N)    094 35 04.23666(W) AD(       ) 3
 EK0933  NAD 27      -  34 38 25.77700(N)    094 35 03.43700(W) AD(       ) 3
 EK0933  NGVD 29             289.33   (m)          949.2    (f) LEVELING    3  
 EK0933
 EK0933.Superseded values are not recommended for survey control.
 EK0933
 EK0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0933.See file dsdata.pdf to determine how the superseded data were derived.
 EK0933
 EK0933_MARKER: DS = TRIANGULATION STATION DISK
 EK0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0933_STAMPING: PASHUBBE 1952
 EK0933_MARK LOGO: CGS
 EK0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0933+STABILITY: SURFACE MOTION
 EK0933
 EK0933  HISTORY     - Date     Condition        Report By
 EK0933  HISTORY     - 1952     MONUMENTED       CGS
 EK0933  HISTORY     - 1959     GOOD             CGS
 EK0933
 EK0933                          STATION DESCRIPTION
 EK0933
 EK0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0933'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE
 EK0933'ARKANSAS - OKLAHOMA STATE LINE, ON THE SOUTH RIGHT-OF-WAY OF
 EK0933'OKLAHOMA STATE HIGHWAY 63.  IT IS 33 FEET SOUTH OF THE CENTER
 EK0933'OF THE ROAD AND 7 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 EK0933'8 INCHES AND THE DISK IS STAMPED PASHUBBE 1952.
 EK0933'
 EK0933'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE
 EK0933'ROAD AND 4 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 6
 EK0933'INCHES AND THE DISK IS STAMPED PASHUBBE NO 1 1952.
 EK0933'
 EK0933'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF THE
 EK0933'ROAD AND 5 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 6
 EK0933'INCHES AND THE DISK IS STAMPED PASHUBBE NO 2 1952.
 EK0933'
 EK0933'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS
 EK0933'SET.
 EK0933'
 EK0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 EK0933'AND STATE HIGHWAY 8 IN MENA, GO SOUTHWESTERLY THROUGH MENA
 EK0933'FOR 1.7 MILES ON STATE HIGHWAY 8 TO THE END OF THE PAVEMENT,
 EK0933'CONTINUE ON THE STATE HIGHWAY FOR 14.15 MILES TO THE
 EK0933'ARKANSAS - OKLAHOMA STATE LINE, CONTINUE ON THE SAME ROAD,
 EK0933'NOW OKLAHOMA STATE HIGHWAY 63, FOR 7.45 MILES TO THE STATION
 EK0933'ON THE LEFT.
 EK0933'
 EK0933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0933
 EK0933                          STATION RECOVERY (1959)
 EK0933
 EK0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0933'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0933'NO AZIMUTH MARK WAS SET AT THIS STATION.  THE NEW HIGHWAY
 EK0933'PASSES ABOUT 0.05 MILE SOUTH OF THE STATION.  THE STATION
 EK0933'IS ABOUT 0.15 MILE EAST AND 0.05 MILE NORTH OF A DEEP ROCK
 EK0933'SERVICE STATION ON NORTH SIDE OF STATE HIGHWAY 63.  THE
 EK0933'STATION WAS RECOVERED AS DESCRIBED FROM THE OLD HIGHWAY.
 EK0933'
 EK0933'TO REACH THE STATION FROM BIG CEDAR, FROM THE JUNCTION OF
 EK0933'STATE HIGHWAYS 63 AND 103, GO EAST ON STATE HIGHWAY 63 FOR
 EK0933'3.8 MILES TO A DEEP ROCK SERVICE STATION ON LEFT, CONTINUE
 EK0933'EAST FOR 0.15 MILE (THE STATION IS ON LEFT ABOUT 0.05 MILE
 EK0933'NORTH OF PRESENT HIGHWAY), TO DRIVE TO STATION CONTINUE
 EK0933'EAST FOR ABOUT 1/4 MILE, TURN LEFT TO OLD ABANDONED HIGHWAY
 EK0933'THEN TURN LEFT AND GO WEST FOR ABOUT 1/4 MILE TO STATION
 EK0933'ON LEFT IN NORTH EDGE OF PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0715 ***********************************************************************
 GG0715  DESIGNATION -  PASS
 GG0715  PID         -  GG0715
 GG0715  STATE/COUNTY-  OK/OTTAWA
 GG0715  COUNTRY     -  US
 GG0715  USGS QUAD   -  PICHER (2018)
 GG0715
 GG0715                         *CURRENT SURVEY CONTROL
 GG0715  ______________________________________________________________________
 GG0715* NAD 83(1997) POSITION- 36 55 05.83397(N) 094 46 08.35466(W)   ADJUSTED
 GG0715* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 GG0715  ______________________________________________________________________
 GG0715  GEOID HEIGHT    -        -29.406 (meters)                     GEOID18
 GG0715  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 GG0715  HORZ ORDER      -  SECOND
 GG0715
 GG0715.The horizontal coordinates were established by classical geodetic methods
 GG0715.and adjusted by the National Geodetic Survey in October 1998.
 GG0715
 GG0715.The orthometric height was scaled from a topographic map.
 GG0715
 GG0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0715.GEOID18 height accuracy estimate available here.
 GG0715
 GG0715.Click photographs - Photos may exist for this station.
 GG0715
 GG0715.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0715
 GG0715. The following values were computed from the NAD 83(1997) position.
 GG0715
 GG0715;                    North         East     Units Scale Factor Converg.
 GG0715;SPC OK N     -   217,639.868   887,861.128   MT  1.00003118   +1 54 24.4
 GG0715;SPC OK N     -   714,040.13  2,912,924.38   sFT  1.00003118   +1 54 24.4
 GG0715;UTM  15      - 4,087,269.180   342,427.154   MT  0.99990588   -1 03 46.1
 GG0715
 GG0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0715!SPC OK N     -   0.99996317  x   1.00003118  =   0.99999435
 GG0715!UTM  15      -   0.99996317  x   0.99990588  =   0.99986905
 GG0715
 GG0715:                Primary Azimuth Mark                     Grid Az
 GG0715:SPC OK N     -  PASS AZ MK                               241 03 17.3
 GG0715:UTM  15      -  PASS AZ MK                               244 01 27.8
 GG0715
 GG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4242787269(NAD 83)
 GG0715
 GG0715|---------------------------------------------------------------------|
 GG0715| PID    Reference Object                     Distance      Geod. Az  |
 GG0715|                                                           dddmmss.s |
 GG0715| CI1905 PASS RM 1                            15.039 METERS 16055     |
 GG0715| GG0717 RADIO STA KGLC CEN MAST OF 3        APPROX. 3.5 KM 2051812.4 |
 GG0715| CI1904 PASS AZ MK                                         2425741.7 |
 GG0715| GG0735 MIAMI B F GOODRICH WATER TANK       APPROX.11.2 KM 2544720.0 |
 GG0715| CI1906 PASS RM 2                            11.244 METERS 27932     |
 GG0715| GG0716 COMMERCE MUNICIPAL TANK             APPROX. 9.6 KM 2793713.1 |
 GG0715|---------------------------------------------------------------------|
 GG0715
 GG0715                          SUPERSEDED SURVEY CONTROL
 GG0715
 GG0715  NAD 83(1993)-  36 55 05.83907(N)    094 46 08.35451(W) AD(       ) 2
 GG0715  NAD 83(1986)-  36 55 05.85107(N)    094 46 08.34975(W) AD(       ) 2
 GG0715  NAD 27      -  36 55 05.61219(N)    094 46 07.51763(W) AD(       ) 2
 GG0715
 GG0715.Superseded values are not recommended for survey control.
 GG0715
 GG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0715.See file dsdata.pdf to determine how the superseded data were derived.
 GG0715
 GG0715_MARKER: DS = TRIANGULATION STATION DISK
 GG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0715_STAMPING: PASS 1961
 GG0715_MARK LOGO: CGS
 GG0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0715+STABILITY: SURFACE MOTION
 GG0715
 GG0715  HISTORY     - Date     Condition        Report By
 GG0715  HISTORY     - 1961     MONUMENTED       CGS
 GG0715
 GG0715                          STATION DESCRIPTION
 GG0715
 GG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0715'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHEAST OF QUAPAW,
 GG0715'ABOUT 7 MILES NORTHEAST OF MIAMI, ON THE ROAD RIGHT-OF-WAY AT
 GG0715'THE NORTH END OF AN OVERPASS.  IT IS 52 FEET NORTH OF THE
 GG0715'NORTHEAST CORNER OF THE OVERPASS, 4 FEET EAST OF A METAL
 GG0715'GUARD RAIL AND 17 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GG0715'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 GG0715'PASS 1961.
 GG0715'
 GG0715'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 137 AND
 GG0715'U.S. HIGHWAY 66 ABOUT 0.5 MILE SOUTH OF QUAPAW, GO SOUTH ON
 GG0715'STATE ROAD 137 FOR 2.1 MILES TO A GRAVELED CROSSROAD.  TURN
 GG0715'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.95 MILE TO A
 GG0715'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 GG0715'1.1 MILES TO THE STATION ON THE LEFT, JUST BEFORE CROSSING
 GG0715'OVERPASS.
 GG0715'
 GG0715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 GG0715'GRAVELED ROAD FOR 1.1 MILES TO A CROSSROAD.  TURN LEFT AND
 GG0715'GO WEST ON A GRAVELED ROAD FOR 0.95 MILE TO STATE ROAD 137.
 GG0715'TURN LEFT AND GO SOUTH ON STATE ROAD 137 FOR 1.5 MILES TO
 GG0715'THE AZIMUTH MARK ON THE LEFT OF AN OVERPASS.
 GG0715'
 GG0715'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN A RETAINER
 GG0715'WALL AT THE NORTHEAST CORNER OF THE OVERPASS, 4 FEET NORTHEAST
 GG0715'OF THE NORTHEAST CORNER OF THE OVERPASS AND 14 FEET NORTHEAST
 GG0715'OF THE CENTERLINE OF THE NORTH END OF THE OVERPASS.  THE DISK
 GG0715'IS STAMPED PASS NO 1 1961.
 GG0715'
 GG0715'REFERENCE MARK 2 IS 6 INCHES WEST OF A METAL GUARD RAIL,
 GG0715'71 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OVERPASS
 GG0715'AND 13 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.
 GG0715'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED PASS
 GG0715'NO 2 1961.
 GG0715'
 GG0715'THE AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN THE RAISED
 GG0715'CURB OF THE STATE ROAD 137 OVERPASS.  IT IS 5 FEET SOUTH OF THE
 GG0715'NORTHEAST CORNER OF THE OVERPASS.  THE DISK IS STAMPED PASS
 GG0715'1961.
 GG0715'
 GG0715'NOTE- THE STATION IS AT OVERPASS NUMBER 78.33 AND THE AZIMUTH
 GG0715'MARK IS ON OVERPASS NUMBER 77.15.
 GG0715'
 GG0715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0771 ***********************************************************************
 GH0771  DESIGNATION -  PATTERSON
 GH0771  PID         -  GH0771
 GH0771  STATE/COUNTY-  OK/GARFIELD
 GH0771  COUNTRY     -  US
 GH0771  USGS QUAD   -  BRECKINRIDGE (2018)
 GH0771
 GH0771                         *CURRENT SURVEY CONTROL
 GH0771  ______________________________________________________________________
 GH0771* NAD 83(1993) POSITION- 36 22 47.11302(N) 097 44 50.51150(W)   ADJUSTED
 GH0771* NAVD 88 ORTHO HEIGHT -   370.    (meters)     1214.    (feet) SCALED
 GH0771  ______________________________________________________________________
 GH0771  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 GH0771  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 GH0771  HORZ ORDER      -  SECOND
 GH0771
 GH0771.The horizontal coordinates were established by classical geodetic methods
 GH0771.and adjusted by the National Geodetic Survey in November 1994.
 GH0771
 GH0771.The orthometric height was scaled from a topographic map.
 GH0771
 GH0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0771.GEOID18 height accuracy estimate available here.
 GH0771
 GH0771.Click photographs - Photos may exist for this station.
 GH0771
 GH0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0771
 GH0771. The following values were computed from the NAD 83(1993) position.
 GH0771
 GH0771;                    North         East     Units Scale Factor Converg.
 GH0771;SPC OK N     -   153,118.268   622,667.749   MT  0.99995225   +0 08 56.7
 GH0771;SPC OK N     -   502,355.52  2,042,869.11   sFT  0.99995225   +0 08 56.7
 GH0771;UTM  14      - 4,026,798.572   612,356.005   MT  0.99975554   +0 44 35.0
 GH0771
 GH0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0771!SPC OK N     -   0.99994629  x   0.99995225  =   0.99989854
 GH0771!UTM  14      -   0.99994629  x   0.99975554  =   0.99970184
 GH0771
 GH0771:                Primary Azimuth Mark                     Grid Az
 GH0771:SPC OK N     -  PATTERSON AZ MK                          184 36 38.9
 GH0771:UTM  14      -  PATTERSON AZ MK                          184 01 00.6
 GH0771
 GH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1235626798(NAD 83)
 GH0771
 GH0771|---------------------------------------------------------------------|
 GH0771| PID    Reference Object                     Distance      Geod. Az  |
 GH0771|                                                           dddmmss.s |
 GH0771| CL5954 PATTERSON RM 1                       18.898 METERS 09846     |
 GH0771| GH0764 COVINGTON MUNICIPAL TANK            APPROX.16.7 KM 1175448.5 |
 GH0771| GH0774 TT 3 LAN                            326.702 METERS 18052     |
 GH0771| CL5953 PATTERSON AZ MK                                    1844535.6 |
 GH0771| CL5955 PATTERSON RM 2                       16.721 METERS 19254     |
 GH0771| GH0808 VANCE AFB WATER TANK                APPROX.14.7 KM 2523624.5 |
 GH0771| GH0812 ENID TELEVISION STA KOCO MAST       APPROX.11.8 KM 2791628.7 |
 GH0771| GH0815 ENID HWY PAT RAD STA KKE 569        APPROX.13.4 KM 2963639.6 |
 GH0771| GH0803 NORTH ENID MUNICIPAL TANK           APPROX.10.5 KM 3031126.5 |
 GH0771|---------------------------------------------------------------------|
 GH0771
 GH0771                          SUPERSEDED SURVEY CONTROL
 GH0771
 GH0771  NAD 83(1986)-  36 22 47.12069(N)    097 44 50.50100(W) AD(       ) 2
 GH0771  NAD 27      -  36 22 46.99921(N)    097 44 49.30636(W) AD(       ) 2
 GH0771
 GH0771.Superseded values are not recommended for survey control.
 GH0771
 GH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0771.See file dsdata.pdf to determine how the superseded data were derived.
 GH0771
 GH0771_MARKER: DS = TRIANGULATION STATION DISK
 GH0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0771_STAMPING: PATTERSON 1963
 GH0771_MARK LOGO: CGS
 GH0771_PROJECTION: FLUSH
 GH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0771+STABILITY: SURFACE MOTION
 GH0771
 GH0771  HISTORY     - Date     Condition        Report By
 GH0771  HISTORY     - 1963     MONUMENTED       CGS
 GH0771  HISTORY     - 1964     GOOD             CGS
 GH0771  HISTORY     - 19790427 MARK NOT FOUND   USGS
 GH0771  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 GH0771  HISTORY     - 20030626 MARK NOT FOUND   ALMLS
 GH0771
 GH0771                          STATION DESCRIPTION
 GH0771
 GH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0771'THE STATION IS ABOUT 7-1/4 MILES EAST, 1 MILE SOUTH OF ENID,
 GH0771'9-1/4 MILES WEST AND 4-1/4 MILES SOUTH OF GARBER, ON THE
 GH0771'WEST RIGHT-OF-WAY OF A NORTH-SOUTH COUNTY ROAD.
 GH0771'
 GH0771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GH0771'AND STATE HIGHWAY 74, ABOUT 3-1/4 MILES SOUTH OF GARBER, GO
 GH0771'WEST ON HIGHWAY 64 FOR 9.1 MILES TO A CROSSROADS ABOUT 75
 GH0771'FEET EAST OF A RAILROAD CROSSING.  TURN LEFT AND GO SOUTH FOR
 GH0771'0.8 MILE TO THE HOME OF V.L. KOOS AND THE STATION ON THE RIGHT.
 GH0771'CONTINUE SOUTH FOR 0.6 MILE TO AN ELEVATOR AND THE AZIMUTH
 GH0771'MARK ON THE RIGHT.
 GH0771'
 GH0771'THE STATION MARK IS A STANDARD DISK, STAMPED PATTERSON 1963,
 GH0771'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0771'THE GROUND.  IT IS 177.37 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GH0771'OF THE HOUSE, 36.4 FEET WEST OF THE CENTERLINE OF THE ROAD,
 GH0771'34.4 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 62.1 FEET
 GH0771'WEST OF A WITNESS POST AND 155.5 FEET SOUTH OF A POWERLINE
 GH0771'POLE.
 GH0771'
 GH0771'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PATTERSON NO 1 1963,
 GH0771'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0771'6 INCHES.  IT IS 1 FOOT WEST OF A FENCE, 2.5 FEET SOUTH OF
 GH0771'THE WITNESS POST AND 26.6 FEET EAST OF THE CENTERLINE OF THE
 GH0771'ROAD.  SAME ELEVATION AS STATION.
 GH0771'
 GH0771'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PATTERSON NO
 GH0771'2 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0771'PROJECTING 6 INCHES.  IT IS 38.5 FEET WEST OF THE CENTERLINE
 GH0771'OF THE ROAD AND 90.1 FEET SOUTH OF THE CENTERLINE OF THE
 GH0771'DRIVEWAY AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 GH0771'
 GH0771'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PATTERSON 1963,
 GH0771'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0771'5 INCHES.  IT IS 83.7 FEET WEST OF THE NORTHWEST CORNER OF
 GH0771'THE ELEVATOR, 51.3 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 GH0771'TRACK, 35.0 FEET SOUTHWEST OF A TELEPHONE LINE POLE, 2 FEET EAST
 GH0771'OF A FENCE AND 2.5 FEET NORTH OF A WITNESS POST.
 GH0771'
 GH0771'TT 3 LAN IS A UNITED STATES GEOLOGICAL SURVEY BRONZE DISK,
 GH0771'STAMPED TT 3 LAN 1955, SET IN THE TOP OF A CONCRETE POST
 GH0771'8 INCHES IN DIAMETER AND PROJECTING 6 INCHES.  IT IS 311 FEET
 GH0771'NORTH OF THE CENTERLINE OF A SIDE ROAD EXTENDING WEST, 34.3
 GH0771'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 3.2
 GH0771'FEET EAST OF A FENCE.
 GH0771
 GH0771                          STATION RECOVERY (1964)
 GH0771
 GH0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0771'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 GH0771'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GH0771
 GH0771                          STATION RECOVERY (1979)
 GH0771
 GH0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GH0771'MARK NOT FOUND.
 GH0771
 GH0771                          STATION RECOVERY (1981)
 GH0771
 GH0771'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GH0771'UNABLE TO RECOVER STATION MARK AND REFERENCE MARK NO. 2.
 GH0771'
 GH0771'FOUND AZIMUTH MARK AND REFERNCE MARK NO. 1 IN GOOD CONDITION AS
 GH0771'DESCRIBED.
 GH0771'
 GH0771'FOUND MONUMENT TT3 WITH TOP PORTION BROKEN OFF.
 GH0771
 GH0771                          STATION RECOVERY (2003)
 GH0771
 GH0771'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 GH0771'MARKER NOT FOUND. IN CULTIVATED FIELD. FOUND REF NO 1 IN PLACE. REF
 GH0771'NO. 1 IN IN A IDEAL GPS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0334 ***********************************************************************
 EL0334  DESIGNATION -  PAULS VALLEY
 EL0334  PID         -  EL0334
 EL0334  STATE/COUNTY-  OK/GARVIN
 EL0334  COUNTRY     -  US
 EL0334  USGS QUAD   -  PAULS VALLEY (2018)
 EL0334
 EL0334                         *CURRENT SURVEY CONTROL
 EL0334  ______________________________________________________________________
 EL0334* NAD 83(1986) POSITION- 34 44 25.14   (N) 097 13 19.92   (W)   HD_HELD1
 EL0334* NAVD 88 ORTHO HEIGHT -   267.221 (meters)      876.71  (feet) ADJUSTED
 EL0334  ______________________________________________________________________
 EL0334  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 EL0334  DYNAMIC HEIGHT  -        266.963 (meters)      875.86  (feet) COMP
 EL0334  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 EL0334
 EL0334  VERT ORDER      -  SECOND    CLASS 0
 EL0334
 EL0334.The horizontal coordinates were determined by differentially corrected
 EL0334.hand held GPS observations or other comparable positioning techniques
 EL0334.and have an estimated accuracy of +/- 3 meters.
 EL0334
 EL0334.The orthometric height was determined by differential leveling and
 EL0334.adjusted by the NATIONAL GEODETIC SURVEY
 EL0334.in June 1991.
 EL0334
 EL0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0334.GEOID18 height accuracy estimate available here.
 EL0334
 EL0334.Click photographs - Photos may exist for this station.
 EL0334
 EL0334.The dynamic height is computed by dividing the NAVD 88
 EL0334.geopotential number by the normal gravity value computed on the
 EL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0334.degrees latitude (g = 980.6199 gals.).
 EL0334
 EL0334.The modeled gravity was interpolated from observed gravity values.
 EL0334
 EL0334;                    North         East    Units  Estimated Accuracy
 EL0334;SPC OK S     -   156,342.3     671,222.5     MT  (+/- 3 meters HH1 GPS) 
 EL0334
 EL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6274745684(NAD 83)
 EL0334
 EL0334                          SUPERSEDED SURVEY CONTROL
 EL0334
 EL0334  NGVD 29 (??/??/92)  267.151  (m)          876.48   (f) ADJ UNCH    2 0
 EL0334
 EL0334.Superseded values are not recommended for survey control.
 EL0334
 EL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0334.See file dsdata.pdf to determine how the superseded data were derived.
 EL0334
 EL0334_MARKER: DB = BENCH MARK DISK
 EL0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0334_SP_SET: BUILDING
 EL0334_STAMPING: PAULS VALLEY 1934
 EL0334_MARK LOGO: CGS
 EL0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0334+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0334
 EL0334  HISTORY     - Date     Condition        Report By
 EL0334  HISTORY     - 1934     MONUMENTED       CGS
 EL0334  HISTORY     - 1986     GOOD             DMA
 EL0334  HISTORY     - 20040819 GOOD             USPSQD
 EL0334  HISTORY     - 20090419 GOOD             GEOCAC
 EL0334
 EL0334                          STATION DESCRIPTION
 EL0334
 EL0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0334'AT PAULS VALLEY.
 EL0334'SET VERTICAL IN GARVIN COUNTY COURT HOUSE AT PAULS VALLEY, ON
 EL0334'SOUTHWEST CORNER OF BUILDING, 4 FEET ABOVE GROUND, 2 FEET NORTH
 EL0334'OF CORNER OF WEST FACE.
 EL0334
 EL0334                          STATION RECOVERY (1986)
 EL0334
 EL0334'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 EL0334'RECOVERED IN GOOD CONDITION.
 EL0334
 EL0334                          STATION RECOVERY (2004)
 EL0334
 EL0334'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 EL0334'RECOVERED IN GOOD CONDITION.
 EL0334
 EL0334                          STATION RECOVERY (2009)
 EL0334
 EL0334'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1035 ***********************************************************************
 EL1035  DESIGNATION -  PAULS VALLEY
 EL1035  PID         -  EL1035
 EL1035  STATE/COUNTY-  OK/GARVIN
 EL1035  COUNTRY     -  US
 EL1035  USGS QUAD   -  PAULS VALLEY (2018)
 EL1035
 EL1035                         *CURRENT SURVEY CONTROL
 EL1035  ______________________________________________________________________
 EL1035* NAD 83(1993) POSITION- 34 42 25.51887(N) 097 13 16.94202(W)   ADJUSTED
 EL1035* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 EL1035  ______________________________________________________________________
 EL1035  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 EL1035  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 EL1035  HORZ ORDER      -  SECOND
 EL1035
 EL1035.This mark is at Pauls Valley Airport (F61)
 EL1035
 EL1035.The horizontal coordinates were established by classical geodetic methods
 EL1035.and adjusted by the National Geodetic Survey in November 1994.
 EL1035
 EL1035.The orthometric height was scaled from a topographic map.
 EL1035
 EL1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1035.GEOID18 height accuracy estimate available here.
 EL1035
 EL1035.Click photographs - Photos may exist for this station.
 EL1035
 EL1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1035
 EL1035. The following values were computed from the NAD 83(1993) position.
 EL1035
 EL1035;                    North         East     Units Scale Factor Converg.
 EL1035;SPC OK S     -   152,657.015   671,326.702   MT  0.99993823   +0 26 31.1
 EL1035;SPC OK S     -   500,842.22  2,202,511.02   sFT  0.99993823   +0 26 31.1
 EL1035;UTM  14      - 3,842,000.904   662,888.196   MT  0.99992703   +1 00 46.6
 EL1035
 EL1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1035!SPC OK S     -   0.99995831  x   0.99993823  =   0.99989654
 EL1035!UTM  14      -   0.99995831  x   0.99992703  =   0.99988534
 EL1035
 EL1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6288842000(NAD 83)
 EL1035
 EL1035                          SUPERSEDED SURVEY CONTROL
 EL1035
 EL1035  NAD 83(1986)-  34 42 25.52416(N)    097 13 16.92966(W) AD(       ) 2
 EL1035  NAD 27      -  34 42 25.22870(N)    097 13 15.84820(W) AD(       ) 2
 EL1035
 EL1035.Superseded values are not recommended for survey control.
 EL1035
 EL1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1035.See file dsdata.pdf to determine how the superseded data were derived.
 EL1035
 EL1035_MARKER: DS = TRIANGULATION STATION DISK
 EL1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1035_STAMPING: PAULS VALLEY 1954
 EL1035_MARK LOGO: CGS
 EL1035_PROJECTION: FLUSH
 EL1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1035+STABILITY: SURFACE MOTION
 EL1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1035+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 EL1035
 EL1035  HISTORY     - Date     Condition        Report By
 EL1035  HISTORY     - 1954     MONUMENTED       CGS
 EL1035  HISTORY     - 20061207 GOOD             INDIV
 EL1035
 EL1035                          STATION DESCRIPTION
 EL1035
 EL1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL1035'SEE STATION PAULS VALLEY RM 1.
 EL1035
 EL1035                          STATION RECOVERY (2006)
 EL1035
 EL1035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 EL1035'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0856 ***********************************************************************
 EL0856  DESIGNATION -  PAULS VALLEY MUN STANDPIPE
 EL0856  PID         -  EL0856
 EL0856  STATE/COUNTY-  OK/GARVIN
 EL0856  COUNTRY     -  US
 EL0856  USGS QUAD   -  PAULS VALLEY (2018)
 EL0856
 EL0856                         *CURRENT SURVEY CONTROL
 EL0856  ______________________________________________________________________
 EL0856* NAD 83(1993) POSITION- 34 43 35.65629(N) 097 12 48.13152(W)   ADJUSTED
 EL0856  ______________________________________________________________________
 EL0856  GEOID HEIGHT    -        -25.520 (meters)                     GEOID18
 EL0856  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 EL0856  HORZ ORDER      -  THIRD
 EL0856
 EL0856.The horizontal coordinates were established by classical geodetic methods
 EL0856.and adjusted by the National Geodetic Survey in November 1994.
 EL0856
 EL0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0856.GEOID18 height accuracy estimate available here.
 EL0856
 EL0856.Click photographs - Photos may exist for this station.
 EL0856
 EL0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0856
 EL0856. The following values were computed from the NAD 83(1993) position.
 EL0856
 EL0856;                    North         East     Units Scale Factor Converg.
 EL0856;SPC OK S     -   154,823.813   672,042.959   MT  0.99993902   +0 26 47.4
 EL0856;SPC OK S     -   507,951.13  2,204,860.94   sFT  0.99993902   +0 26 47.4
 EL0856;UTM  14      - 3,844,174.713   663,582.807   MT  0.99992982   +1 01 04.8
 EL0856
 EL0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6358244174(NAD 83)
 EL0856
 EL0856                          SUPERSEDED SURVEY CONTROL
 EL0856
 EL0856  NAD 83(1986)-  34 43 35.66145(N)    097 12 48.11912(W) AD(       ) 3
 EL0856  NAD 27      -  34 43 35.36700(N)    097 12 47.03800(W) AD(       ) 3
 EL0856
 EL0856.Superseded values are not recommended for survey control.
 EL0856
 EL0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0856.See file dsdata.pdf to determine how the superseded data were derived.
 EL0856
 EL0856_MARKER: 52 = STANDPIPE TANK
 EL0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0856+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0856
 EL0856  HISTORY     - Date     Condition        Report By
 EL0856  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0856  HISTORY     - 20040819 GOOD             USPSQD
 EL0856  HISTORY     - 20090419 GOOD             GEOCAC
 EL0856
 EL0856                          STATION DESCRIPTION
 EL0856
 EL0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0856'THE STATION IS LOCATED ON A HILL NEAR THE SOUTH EDGE AND 1 MILE
 EL0856'SOUTH OF THE CENTER OF PAULS VALLEY.  IT IS A RE-INFORCED CONCRETE
 EL0856'CYLINDRICAL STRUCTURE ABOUT 40 FEET IN DIAMETER, 80 FEET HEIGH AND
 EL0856'HAS A DOME SHAPED ROOF WITH A FINIAL AT THE TOP AND CENTER OF
 EL0856'THE ROOF.
 EL0856'
 EL0856'THE POINT OBSERVED UPON WAS THE FINIAL AT THE TOP AND CENTER OF THE
 EL0856'ROOF.
 EL0856
 EL0856                          STATION RECOVERY (2004)
 EL0856
 EL0856'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 EL0856'RECOVERED IN GOOD CONDITION.
 EL0856
 EL0856                          STATION RECOVERY (2009)
 EL0856
 EL0856'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0851 ***********************************************************************
 EL0851  DESIGNATION -  PAULS VALLEY MUNICIPAL TANK
 EL0851  PID         -  EL0851
 EL0851  STATE/COUNTY-  OK/GARVIN
 EL0851  COUNTRY     -  US
 EL0851  USGS QUAD   -  PAULS VALLEY (2018)
 EL0851
 EL0851                         *CURRENT SURVEY CONTROL
 EL0851  ______________________________________________________________________
 EL0851* NAD 83(1993) POSITION- 34 44 21.10919(N) 097 13 14.13703(W)   ADJUSTED
 EL0851  ______________________________________________________________________
 EL0851  GEOID HEIGHT    -        -25.547 (meters)                     GEOID18
 EL0851  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 EL0851  HORZ ORDER      -  THIRD
 EL0851
 EL0851.The horizontal coordinates were established by classical geodetic methods
 EL0851.and adjusted by the National Geodetic Survey in November 1994.
 EL0851
 EL0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0851.GEOID18 height accuracy estimate available here.
 EL0851
 EL0851.Click photographs - Photos may exist for this station.
 EL0851
 EL0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0851
 EL0851. The following values were computed from the NAD 83(1993) position.
 EL0851
 EL0851;                    North         East     Units Scale Factor Converg.
 EL0851;SPC OK S     -   156,219.207   671,370.575   MT  0.99993959   +0 26 32.7
 EL0851;SPC OK S     -   512,529.18  2,202,654.96   sFT  0.99993959   +0 26 32.7
 EL0851;UTM  14      - 3,845,563.314   662,896.543   MT  0.99992706   +1 00 51.1
 EL0851
 EL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6289645563(NAD 83)
 EL0851
 EL0851                          SUPERSEDED SURVEY CONTROL
 EL0851
 EL0851  NAD 83(1986)-  34 44 21.11453(N)    097 13 14.12422(W) AD(       ) 3
 EL0851  NAD 27      -  34 44 20.81100(N)    097 13 13.03100(W) AD(       ) 3
 EL0851  USSD        -  34 44 20.71200(N)    097 13 13.39800(W) AD(       ) 3
 EL0851
 EL0851.Superseded values are not recommended for survey control.
 EL0851
 EL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0851.See file dsdata.pdf to determine how the superseded data were derived.
 EL0851
 EL0851_MARKER: 53 = ELEVATED TANK
 EL0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0851+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0851
 EL0851  HISTORY     - Date     Condition        Report By
 EL0851  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0851  HISTORY     - 1934     GOOD             CGS
 EL0851  HISTORY     - 1954     GOOD             CGS
 EL0851  HISTORY     - 20030709 GOOD             USPSQD
 EL0851  HISTORY     - 20040819 GOOD             USPSQD
 EL0851  HISTORY     - 20090419 GOOD             GEOCAC
 EL0851
 EL0851                          STATION DESCRIPTION
 EL0851
 EL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0851'RECOVERED.  NO PREVIOUS DESCRIPTION.
 EL0851
 EL0851                          STATION RECOVERY (1954)
 EL0851
 EL0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0851'THE STATION IS LOCATED NEAR THE CENTER OF PAULS VALLEY ON W.
 EL0851'MC CLURE AVENUE, ABOUT HALFWAY BETWEEN S. WALNUT STREET AND S.
 EL0851'WILLOW STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 EL0851'TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN
 EL0851'OVERALL HEIGHT OF 125 FEET.
 EL0851'
 EL0851'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 EL0851
 EL0851                          STATION RECOVERY (2003)
 EL0851
 EL0851'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EL0851'RECOVERED IN GOOD CONDITION.
 EL0851
 EL0851                          STATION RECOVERY (2004)
 EL0851
 EL0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 EL0851'RECOVERED IN GOOD CONDITION.
 EL0851
 EL0851                          STATION RECOVERY (2009)
 EL0851
 EL0851'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0857 ***********************************************************************
 EL0857  DESIGNATION -  PAULS VALLEY RM 1
 EL0857  PID         -  EL0857
 EL0857  STATE/COUNTY-  OK/GARVIN
 EL0857  COUNTRY     -  US
 EL0857  USGS QUAD   -  PAULS VALLEY (2018)
 EL0857
 EL0857                         *CURRENT SURVEY CONTROL
 EL0857  ______________________________________________________________________
 EL0857* NAD 83(1993) POSITION- 34 42 25.21939(N) 097 13 16.71756(W)   ADJUSTED
 EL0857* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 EL0857  ______________________________________________________________________
 EL0857  GEOID HEIGHT    -        -25.473 (meters)                     GEOID18
 EL0857  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 EL0857  HORZ ORDER      -  THIRD
 EL0857
 EL0857.This mark is at Pauls Valley Airport (F61)
 EL0857
 EL0857.The horizontal coordinates were established by classical geodetic methods
 EL0857.and adjusted by the National Geodetic Survey in November 1994.
 EL0857
 EL0857.The orthometric height was scaled from a topographic map.
 EL0857
 EL0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0857.GEOID18 height accuracy estimate available here.
 EL0857
 EL0857.Click photographs - Photos may exist for this station.
 EL0857
 EL0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0857
 EL0857. The following values were computed from the NAD 83(1993) position.
 EL0857
 EL0857;                    North         East     Units Scale Factor Converg.
 EL0857;SPC OK S     -   152,647.832   671,332.485   MT  0.99993823   +0 26 31.2
 EL0857;SPC OK S     -   500,812.10  2,202,529.99   sFT  0.99993823   +0 26 31.2
 EL0857;UTM  14      - 3,841,991.779   662,894.070   MT  0.99992705   +1 00 46.7
 EL0857
 EL0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0857!SPC OK S     -   0.99995831  x   0.99993823  =   0.99989654
 EL0857!UTM  14      -   0.99995831  x   0.99992705  =   0.99988536
 EL0857
 EL0857:                Primary Azimuth Mark                     Grid Az
 EL0857:SPC OK S     -  PAULS VALLEY AZ MK                       096 38 58.5
 EL0857:UTM  14      -  PAULS VALLEY AZ MK                       096 04 43.0
 EL0857
 EL0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6289441991(NAD 83)
 EL0857
 EL0857|---------------------------------------------------------------------|
 EL0857| PID    Reference Object                     Distance      Geod. Az  |
 EL0857|                                                           dddmmss.s |
 EL0857| EL0856 PAULS VALLEY MUN STANDPIPE          APPROX. 2.3 KM 0183127.2 |
 EL0857| CY2787 PAULS VALLEY RM 2                    20.909 METERS 02804     |
 EL0857| CY2786 PAULS VALLEY AZ MK                                 0970529.7 |
 EL0857| EL0855 STATE INDUSTRIAL SCHOOL TANK        APPROX. 2.2 KM 1435302.0 |
 EL0857| EL1035 PAULS VALLEY                         10.853 METERS 32815     |
 EL0857|---------------------------------------------------------------------|
 EL0857
 EL0857                          SUPERSEDED SURVEY CONTROL
 EL0857
 EL0857  NAD 83(1986)-  34 42 25.22469(N)    097 13 16.70520(W) AD(       ) 3
 EL0857  NAD 27      -  34 42 24.92930(N)    097 13 15.62380(W) AD(       ) 3
 EL0857
 EL0857.Superseded values are not recommended for survey control.
 EL0857
 EL0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0857.See file dsdata.pdf to determine how the superseded data were derived.
 EL0857
 EL0857_MARKER: DR = REFERENCE MARK DISK
 EL0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0857_STAMPING: PAULS VALLEY NO 1 1954
 EL0857_MARK LOGO: CGS
 EL0857_PROJECTION: FLUSH
 EL0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0857+STABILITY: SURFACE MOTION
 EL0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0857+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2006
 EL0857
 EL0857  HISTORY     - Date     Condition        Report By
 EL0857  HISTORY     - 1954     MONUMENTED       CGS
 EL0857  HISTORY     - 20061207 GOOD             INDIV
 EL0857
 EL0857                          STATION DESCRIPTION
 EL0857
 EL0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0857'THE STATION SITE IS LOCATED AT THE PAULS VALLEY GOLF COURSE AND
 EL0857'AIRPORT, ABOUT 2 MILES SOUTH OF PAULS VALLEY AND ABOUT 1/2 MILE
 EL0857'WEST OF U.S. HIGHWAY 77.  THE STATION MARK IS 30 YARDS SOUTHWEST
 EL0857'OF THE ENTRANCE TO THE PAULS VALLEY CLUB HOUSE, 68 FEET SOUTH
 EL0857'SOUTHWEST OF THE BEACON 13 FEET NORTHWEST OF A POWER LINE
 EL0857'TRANSFORMER POLE AND 1 FOOT EAST OF A WIRE CABLE FENCE.  IT
 EL0857'IS A STANDARD REFERENCE MARK DISK SET FLUSH WITH THE GROUND
 EL0857'AND IS STAMPED PAULS VALLEY NO 1 1954.
 EL0857'
 EL0857'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE BEACON, 48 FEET
 EL0857'NORTH OF THE POWER LINE TRANSFORMER POLE AND 8 FEET EAST OF THE
 EL0857'WIRE CABLE FENCE.  IT IS A STANDARD STATION MARK DISK SET
 EL0857'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED PAULS VALLEY
 EL0857'1954.
 EL0857'
 EL0857'REFERENCE MARK NO. 2 IS 81 FEET SOUTH OF THE ENTRANCE TO THE CLUB
 EL0857'HOUSE, 72 FEET NORTH NORTHEAST OF THE POWER LINE TRANSFORMER POLE
 EL0857'AND DIRECTLY BELOW THE BEACON.  IT IS A BENCH MARK SET IN THE
 EL0857'TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE AT THE TOP
 EL0857'AND THE CONCRETE POST PROJECTS ABOUT 3 INCHES.  THE DISK IS
 EL0857'ABOUT 2 INCHES IN DIAMETER AND IS NOT STAMPED.
 EL0857'
 EL0857'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF THE GOLF COURSE,
 EL0857'27 FEET NORTH OF THE CENTER OF THE STEEL GATE AT THE ENTRANCE
 EL0857'TO THE GOLF COURSE, 2 FEET NORTHWEST OF A WITNESS POST AND
 EL0857'1-1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH
 EL0857'AND IS STAMPED PAULS VALLEY 1954.
 EL0857'
 EL0857'TO REACH THE STATION FROM THE PAULS VALLEY RAILROAD DEPOT GO
 EL0857'SOUTHWEST FOR 0.1 MILE TO U.S. HIGHWAY 77, TURN LEFT AND GO
 EL0857'SOUTHEASTERLY ON U.S. HIGHWAY 77 FOR 1.2 MILES TO THE PAULS
 EL0857'VALLEY MUNICIPAL STANDPIPE ON THE RIGHT, CONTINUE SOUTH ON U.S.
 EL0857'HIGHWAY 77 FOR 1.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 EL0857'GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON
 EL0857'THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION AND REFERENCE
 EL0857'MARKS AS DESCRIBED.
 EL0857
 EL0857                          STATION RECOVERY (2006)
 EL0857
 EL0857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 EL0857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0854 ***********************************************************************
 EL0854  DESIGNATION -  PAULS VALLEY STA KVLH MAST
 EL0854  PID         -  EL0854
 EL0854  STATE/COUNTY-  OK/GARVIN
 EL0854  COUNTRY     -  US
 EL0854  USGS QUAD   -  PAULS VALLEY (2018)
 EL0854
 EL0854                         *CURRENT SURVEY CONTROL
 EL0854  ______________________________________________________________________
 EL0854* NAD 83(1993) POSITION- 34 44 36.10922(N) 097 14 08.43697(W)   ADJUSTED
 EL0854  ______________________________________________________________________
 EL0854  GEOID HEIGHT    -        -25.554 (meters)                     GEOID18
 EL0854  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 EL0854  HORZ ORDER      -  THIRD
 EL0854
 EL0854.The horizontal coordinates were established by classical geodetic methods
 EL0854.and adjusted by the National Geodetic Survey in November 1994.
 EL0854
 EL0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0854.GEOID18 height accuracy estimate available here.
 EL0854
 EL0854.Click photographs - Photos may exist for this station.
 EL0854
 EL0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0854
 EL0854. The following values were computed from the NAD 83(1993) position.
 EL0854
 EL0854;                    North         East     Units Scale Factor Converg.
 EL0854;SPC OK S     -   156,670.838   669,985.917   MT  0.99993979   +0 26 01.8
 EL0854;SPC OK S     -   514,010.91  2,198,112.13   sFT  0.99993979   +0 26 01.8
 EL0854;UTM  14      - 3,846,001.096   661,507.467   MT  0.99992151   +1 00 20.5
 EL0854
 EL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6150746001(NAD 83)
 EL0854
 EL0854                          SUPERSEDED SURVEY CONTROL
 EL0854
 EL0854  NAD 83(1986)-  34 44 36.11425(N)    097 14 08.42377(W) AD(       ) 3
 EL0854  NAD 27      -  34 44 35.82559(N)    097 14 07.33704(W) AD(       ) 3
 EL0854
 EL0854.Superseded values are not recommended for survey control.
 EL0854
 EL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0854.See file dsdata.pdf to determine how the superseded data were derived.
 EL0854
 EL0854_MARKER: 42 = RADIO/TV MAST
 EL0854
 EL0854  HISTORY     - Date     Condition        Report By
 EL0854  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0854
 EL0854                          STATION DESCRIPTION
 EL0854
 EL0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0854'THE STATION IS 1 MILE WEST OF THE CENTER OF PAULS VALLEY, ALONG
 EL0854'THE SOUTH SIDE OF U.S. HIGHWAY 77.  IT IS RED AND WHITE IN COLOR,
 EL0854'HAS A RED WARNING LIGHT AT THE TOP-CENTER AND IS 156 FEET IN
 EL0854'HEIGHT.  THE POINT OBSERVED WAS THE RED LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0013 ***********************************************************************
 GH0013  DESIGNATION -  PAWHUSKA
 GH0013  PID         -  GH0013
 GH0013  STATE/COUNTY-  OK/OSAGE
 GH0013  COUNTRY     -  US
 GH0013  USGS QUAD   -  PAWHUSKA (2018)
 GH0013
 GH0013                         *CURRENT SURVEY CONTROL
 GH0013  ______________________________________________________________________
 GH0013* NAD 83(1986) POSITION- 36 39 47.5    (N) 096 20 25.2    (W)   HD_HELD2
 GH0013* NAVD 88 ORTHO HEIGHT -   249.477 (meters)      818.49  (feet) ADJUSTED
 GH0013  ______________________________________________________________________
 GH0013  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 GH0013  DYNAMIC HEIGHT  -        249.273 (meters)      817.82  (feet) COMP
 GH0013  MODELED GRAVITY -    979,808.1   (mgal)                       NAVD 88
 GH0013
 GH0013  VERT ORDER      -  SECOND    CLASS 0
 GH0013
 GH0013.The horizontal coordinates were established by autonomous hand held GPS
 GH0013.observations and have an estimated accuracy of +/- 10 meters.
 GH0013
 GH0013.The orthometric height was determined by differential leveling and
 GH0013.adjusted by the NATIONAL GEODETIC SURVEY
 GH0013.in June 1991.
 GH0013
 GH0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0013.GEOID18 height accuracy estimate available here.
 GH0013
 GH0013.Click photographs - Photos may exist for this station.
 GH0013
 GH0013.The dynamic height is computed by dividing the NAVD 88
 GH0013.geopotential number by the normal gravity value computed on the
 GH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0013.degrees latitude (g = 980.6199 gals.).
 GH0013
 GH0013.The modeled gravity was interpolated from observed gravity values.
 GH0013
 GH0013;                    North         East    Units  Estimated Accuracy
 GH0013;SPC OK N     -   185,809.      748,369.      MT  (+/- 10 meters HH2 GPS)
 GH0013
 GH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF3771160806(NAD 83)
 GH0013
 GH0013                          SUPERSEDED SURVEY CONTROL
 GH0013
 GH0013  NGVD 29 (??/??/92)  249.363  (m)          818.12   (f) ADJ UNCH    2 0
 GH0013
 GH0013.Superseded values are not recommended for survey control.
 GH0013
 GH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0013.See file dsdata.pdf to determine how the superseded data were derived.
 GH0013
 GH0013_MARKER: DB = BENCH MARK DISK
 GH0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0013_SP_SET: BUILDING
 GH0013_STAMPING: 818.118 PAWHUSKA 1934
 GH0013_MARK LOGO: CGS
 GH0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0013
 GH0013  HISTORY     - Date     Condition        Report By
 GH0013  HISTORY     - 1934     MONUMENTED       CGS
 GH0013  HISTORY     - 1941     GOOD
 GH0013
 GH0013                          STATION DESCRIPTION
 GH0013
 GH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0013'IN PAWHUSKA.
 GH0013'AT PAWHUSKA, OSAGE COUNTY, AT THE SOUTHWEST CORNER OF THE
 GH0013'INTERSECTION OF MAIN AND OSAGE STREETS, AT THE FIRST NATIONAL BANK
 GH0013'BUILDING, IN THE WEST STONE WALL, 0.4 FOOT WEST OF THE NORTHEAST
 GH0013'CORNER, AND 2.5 FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD
 GH0013'DISK, STAMPED 818.118 PAWHUSKA 1934 AND SET VERTICALLY.
 GH0013
 GH0013                          STATION RECOVERY (1941)
 GH0013
 GH0013'RECOVERED 1941
 GH0013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0125 ***********************************************************************
 GH0125  DESIGNATION -  PAWNEE
 GH0125  PID         -  GH0125
 GH0125  STATE/COUNTY-  OK/PAWNEE
 GH0125  COUNTRY     -  US
 GH0125  USGS QUAD   -  PAWNEE (2018)
 GH0125
 GH0125                         *CURRENT SURVEY CONTROL
 GH0125  ______________________________________________________________________
 GH0125* NAD 83(1986) POSITION- 36 20 18.24   (N) 096 48 09.36   (W)   HD_HELD1
 GH0125* NAVD 88 ORTHO HEIGHT -   263.943 (meters)      865.95  (feet) ADJUSTED
 GH0125  ______________________________________________________________________
 GH0125  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 GH0125  DYNAMIC HEIGHT  -        263.713 (meters)      865.20  (feet) COMP
 GH0125  MODELED GRAVITY -    979,752.5   (mgal)                       NAVD 88
 GH0125
 GH0125  VERT ORDER      -  SECOND    CLASS 0
 GH0125
 GH0125.The horizontal coordinates were determined by differentially corrected
 GH0125.hand held GPS observations or other comparable positioning techniques
 GH0125.and have an estimated accuracy of +/- 3 meters.
 GH0125
 GH0125.The orthometric height was determined by differential leveling and
 GH0125.adjusted by the NATIONAL GEODETIC SURVEY
 GH0125.in June 1991.
 GH0125
 GH0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0125.GEOID18 height accuracy estimate available here.
 GH0125
 GH0125.Click photographs - Photos may exist for this station.
 GH0125
 GH0125.The dynamic height is computed by dividing the NAVD 88
 GH0125.geopotential number by the normal gravity value computed on the
 GH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0125.degrees latitude (g = 980.6199 gals.).
 GH0125
 GH0125.The modeled gravity was interpolated from observed gravity values.
 GH0125
 GH0125;                    North         East    Units  Estimated Accuracy
 GH0125;SPC OK N     -   149,163.0     707,490.8     MT  (+/- 3 meters HH1 GPS) 
 GH0125
 GH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9721123724(NAD 83)
 GH0125
 GH0125                          SUPERSEDED SURVEY CONTROL
 GH0125
 GH0125  NGVD 29 (??/??/92)  263.835  (m)          865.60   (f) ADJ UNCH    2 0
 GH0125
 GH0125.Superseded values are not recommended for survey control.
 GH0125
 GH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0125.See file dsdata.pdf to determine how the superseded data were derived.
 GH0125
 GH0125_MARKER: DB = BENCH MARK DISK
 GH0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0125_SP_SET: BUILDING
 GH0125_STAMPING: PAWNEE 1934
 GH0125_MARK LOGO: CGS
 GH0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0125+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2013
 GH0125
 GH0125  HISTORY     - Date     Condition        Report By
 GH0125  HISTORY     - 1934     MONUMENTED       CGS
 GH0125  HISTORY     - 20130103 GOOD             OKDOT
 GH0125
 GH0125                          STATION DESCRIPTION
 GH0125
 GH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0125'AT PAWNEE.
 GH0125'AT PAWNEE, PAWNEE COUNTY, AT THE COUNTY COURTHOUSE, IN THE STONE
 GH0125'WALL AT THE SOUTHEAST CORNER OF THE BUILDING, 45 FEET SOUTH OF
 GH0125'THE WEST (MAIN) ENTRANCE, 6 INCHES WEST OF THE CORNER, AND 1
 GH0125'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED PAWNEE 1934
 GH0125'AND SET VERTICALLY.
 GH0125
 GH0125                          STATION RECOVERY (2013)
 GH0125
 GH0125'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (RDS)
 GH0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1033 ***********************************************************************
 GH1033  DESIGNATION -  PAWNEE
 GH1033  PID         -  GH1033
 GH1033  STATE/COUNTY-  OK/PAWNEE
 GH1033  COUNTRY     -  US
 GH1033  USGS QUAD   -  PAWNEE (2018)
 GH1033
 GH1033                         *CURRENT SURVEY CONTROL
 GH1033  ______________________________________________________________________
 GH1033* NAD 83(1993) POSITION- 36 21 44.39264(N) 096 47 36.60257(W)   ADJUSTED
 GH1033* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 GH1033  ______________________________________________________________________
 GH1033  GEOID HEIGHT    -        -28.505 (meters)                     GEOID18
 GH1033  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 GH1033  HORZ ORDER      -  SECOND
 GH1033
 GH1033.The horizontal coordinates were established by classical geodetic methods
 GH1033.and adjusted by the National Geodetic Survey in November 1994.
 GH1033
 GH1033.The orthometric height was scaled from a topographic map.
 GH1033
 GH1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1033.GEOID18 height accuracy estimate available here.
 GH1033
 GH1033.Click photographs - Photos may exist for this station.
 GH1033
 GH1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1033
 GH1033. The following values were computed from the NAD 83(1993) position.
 GH1033
 GH1033;                    North         East     Units Scale Factor Converg.
 GH1033;SPC OK N     -   151,828.355   708,274.561   MT  0.99995117   +0 42 43.2
 GH1033;SPC OK N     -   498,123.53  2,323,730.79   sFT  0.99995117   +0 42 43.2
 GH1033;UTM  14      - 4,026,398.209   697,967.524   MT  1.00008289   +1 18 31.1
 GH1033
 GH1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1033!SPC OK N     -   0.99996004  x   0.99995117  =   0.99991122
 GH1033!UTM  14      -   0.99996004  x   1.00008289  =   1.00004293
 GH1033
 GH1033:                Primary Azimuth Mark                     Grid Az
 GH1033:SPC OK N     -  PAWNEE AZ MK                             238 42 33.3
 GH1033:UTM  14      -  PAWNEE AZ MK                             238 06 45.4
 GH1033
 GH1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9796726398(NAD 83)
 GH1033
 GH1033|---------------------------------------------------------------------|
 GH1033| PID    Reference Object                     Distance      Geod. Az  |
 GH1033|                                                           dddmmss.s |
 GH1033| CI1908 PAWNEE RM 1                          36.093 METERS 13042     |
 GH1033| GH0991 PAWNEE MUNICIPAL STANDPIPE          APPROX. 3.3 KM 1875654.6 |
 GH1033| CI1909 PAWNEE RM 2                          36.870 METERS 23134     |
 GH1033| CI1907 PAWNEE AZ MK                                       2392516.5 |
 GH1033| GH0995 PAWNEE MAGNETIC STATION              31.750 METERS 29146     |
 GH1033|---------------------------------------------------------------------|
 GH1033
 GH1033                          SUPERSEDED SURVEY CONTROL
 GH1033
 GH1033  NAD 83(1986)-  36 21 44.40528(N)    096 47 36.58788(W) AD(       ) 2
 GH1033  NAD 27      -  36 21 44.20958(N)    096 47 35.46998(W) AD(       ) 2
 GH1033
 GH1033.Superseded values are not recommended for survey control.
 GH1033
 GH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1033.See file dsdata.pdf to determine how the superseded data were derived.
 GH1033
 GH1033_MARKER: DS = TRIANGULATION STATION DISK
 GH1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1033_STAMPING: PAWNEE 1935
 GH1033_MARK LOGO: CGS
 GH1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1033+STABILITY: SURFACE MOTION
 GH1033
 GH1033  HISTORY     - Date     Condition        Report By
 GH1033  HISTORY     - 1935     MONUMENTED       CGS
 GH1033
 GH1033                          STATION DESCRIPTION
 GH1033
 GH1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1033'STATION IS ABOUT 1.5 MILES NORTH AND 1/2 MILE EAST OF PAWNEE.
 GH1033'
 GH1033'REACHED FROM THE NORTHEAST CORNER OF THE SQUARE IN PAWNEE
 GH1033'BY GOING NORTH 1.7 MILES TO SECTION-LINE ROAD ON RIGHT (EAST)
 GH1033'AND CEMETERY, TURN RIGHT ON SECTION-LINE ROAD (DIRT) AND GO
 GH1033'0.3 MILE OR TO THE SOUTHEAST CORNER OF THE HIGHLAND CEMETERY.
 GH1033'STATION MARK IS SET 22 FEET EAST-NORTHEAST OF THE SOUTHEAST
 GH1033'CORNER OF CEMETERY AND 39 FEET NORTH OF CENTER LINE OF ROAD.
 GH1033'
 GH1033'REFERENCE MARK NO. 1 IS 118.42 FEET SOUTHEAST OF STATION, SET
 GH1033'36 FEET SOUTH OF CENTER LINE OF ROAD, IN EAST-WEST RIGHT-OF-WAY
 GH1033'FENCE LINE.
 GH1033'
 GH1033'REFERENCE MARK NO. 2 IS 120.97 FEET SOUTHWEST OF STATION, SET
 GH1033'36 FEET SOUTH OF CENTER LINE OF ROAD, IN EAST-WEST RIGHT-OF-WAY
 GH1033'FENCE LINE.
 GH1033'
 GH1033'AZIMUTH MARK IS DISTANT 1.3 MILES.  TO REACH FROM STATION,
 GH1033'GO NORTH 0.3 MILE TO HIGHWAY, TURN LEFT ONTO HIGHWAY AND GO
 GH1033'0.35 MILE TO ROAD ON RIGHT, FOLLOW ROAD ON RIGHT 0.25 MILE
 GH1033'TO TOP OF GRADE AND TURN LEFT ONTO ROAD ACROSS DAM.  MARK
 GH1033'IS SET ON WEST SIDE OF DAM TO THE LEFT OF ROAD, ABOUT 100
 GH1033'FEET AFTER LEAVING DAM.  MARK IS 27 FEET LEFT (SOUTH) OF CENTER
 GH1033'LINE OF ROAD.
 GH1033'
 GH1033'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH1033'BRONZE DISKS SET AS DESCRIBED.
 GH1033'
 GH1033'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0995 ***********************************************************************
 GH0995  DESIGNATION -  PAWNEE MAGNETIC STATION
 GH0995  PID         -  GH0995
 GH0995  STATE/COUNTY-  OK/PAWNEE
 GH0995  COUNTRY     -  US
 GH0995  USGS QUAD   -  PAWNEE (2018)
 GH0995
 GH0995                         *CURRENT SURVEY CONTROL
 GH0995  ______________________________________________________________________
 GH0995* NAD 83(1993) POSITION- 36 21 44.77463(N) 096 47 37.78531(W)   ADJUSTED
 GH0995* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 GH0995  ______________________________________________________________________
 GH0995  GEOID HEIGHT    -        -28.505 (meters)                     GEOID18
 GH0995  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 GH0995  HORZ ORDER      -  SECOND
 GH0995
 GH0995.The horizontal coordinates were established by classical geodetic methods
 GH0995.and adjusted by the National Geodetic Survey in November 1994.
 GH0995
 GH0995.The orthometric height was scaled from a topographic map.
 GH0995
 GH0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0995.GEOID18 height accuracy estimate available here.
 GH0995
 GH0995.Click photographs - Photos may exist for this station.
 GH0995
 GH0995.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0995
 GH0995. The following values were computed from the NAD 83(1993) position.
 GH0995
 GH0995;                    North         East     Units Scale Factor Converg.
 GH0995;SPC OK N     -   151,839.762   708,244.932   MT  0.99995118   +0 42 42.5
 GH0995;SPC OK N     -   498,160.95  2,323,633.58   sFT  0.99995118   +0 42 42.5
 GH0995;UTM  14      - 4,026,409.308   697,937.774   MT  1.00008274   +1 18 30.4
 GH0995
 GH0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0995!SPC OK N     -   0.99996004  x   0.99995118  =   0.99991123
 GH0995!UTM  14      -   0.99996004  x   1.00008274  =   1.00004278
 GH0995
 GH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9793726409(NAD 83)
 GH0995
 GH0995                          SUPERSEDED SURVEY CONTROL
 GH0995
 GH0995  NAD 83(1986)-  36 21 44.78727(N)    096 47 37.77062(W) AD(       ) 2
 GH0995  NAD 27      -  36 21 44.59160(N)    096 47 36.65266(W) AD(       ) 2
 GH0995
 GH0995.Superseded values are not recommended for survey control.
 GH0995
 GH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0995.See file dsdata.pdf to determine how the superseded data were derived.
 GH0995
 GH0995_MARKER: V = STONE MONUMENT
 GH0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0995
 GH0995  HISTORY     - Date     Condition        Report By
 GH0995  HISTORY     - 1935     MONUMENTED       CGS
 GH0995
 GH0995                          STATION DESCRIPTION
 GH0995
 GH0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0995'THE STATION WAS RECOVERED AND FOUND TO BE IN FAIR CONDITION,
 GH0995'ALTHOUGH MARK WAS SLIGHTLY TILTED.  STATION IS REACHED FROM
 GH0995'PAWNEE AS MENTIONED IN DESCRIPTION FOR PAWNEE (U.S.C. AND G.S.)
 GH0995'TRIANGULATION STATION (ABOVE).
 GH0995'
 GH0995'IT IS 43.5 FEET NORTH OF THE FENCE ON THE SOUTH SIDE OF THE
 GH0995'CEMETERY NEXT TO ROAD, AND 11 FEET NORTHWEST OF THE HARRY
 GH0995'J. COFFMAN MONUMENT.  IT IS MARKED BY A CARTHAGE STONE 4- BY
 GH0995'6- BY 18-INCHES, LETTERED U.S., AND SUNK LEVEL WITH THE
 GH0995'GROUND.
 GH0995'
 GH0995'A TIE WAS MADE TO THIS MARK FROM U.S.C. AND G.S. TRIANGULATION
 GH0995'STATION PAWNEE, BEING 104.17 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0991 ***********************************************************************
 GH0991  DESIGNATION -  PAWNEE MUNICIPAL STANDPIPE
 GH0991  PID         -  GH0991
 GH0991  STATE/COUNTY-  OK/PAWNEE
 GH0991  COUNTRY     -  US
 GH0991  USGS QUAD   -  PAWNEE (2018)
 GH0991
 GH0991                         *CURRENT SURVEY CONTROL
 GH0991  ______________________________________________________________________
 GH0991* NAD 83(1993) POSITION- 36 19 58.11560(N) 096 47 54.94221(W)   ADJUSTED
 GH0991  ______________________________________________________________________
 GH0991  GEOID HEIGHT    -        -28.475 (meters)                     GEOID18
 GH0991  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 GH0991  HORZ ORDER      -  THIRD
 GH0991
 GH0991.The horizontal coordinates were established by classical geodetic methods
 GH0991.and adjusted by the National Geodetic Survey in November 1994.
 GH0991
 GH0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0991.GEOID18 height accuracy estimate available here.
 GH0991
 GH0991.Click photographs - Photos may exist for this station.
 GH0991
 GH0991.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0991
 GH0991. The following values were computed from the NAD 83(1993) position.
 GH0991
 GH0991;                    North         East     Units Scale Factor Converg.
 GH0991;SPC OK N     -   148,547.244   707,857.938   MT  0.99994956   +0 42 32.4
 GH0991;SPC OK N     -   487,358.75  2,322,363.92   sFT  0.99994956   +0 42 32.4
 GH0991;UTM  14      - 4,023,112.508   697,585.012   MT  1.00008103   +1 18 16.9
 GH0991
 GH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9758523112(NAD 83)
 GH0991
 GH0991                          SUPERSEDED SURVEY CONTROL
 GH0991
 GH0991  NAD 83(1986)-  36 19 58.12810(N)    096 47 54.92741(W) AD(       ) 3
 GH0991  NAD 27      -  36 19 57.92503(N)    096 47 53.81563(W) AD(       ) 3
 GH0991
 GH0991.Superseded values are not recommended for survey control.
 GH0991
 GH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0991.See file dsdata.pdf to determine how the superseded data were derived.
 GH0991
 GH0991_MARKER: 52 = STANDPIPE TANK
 GH0991
 GH0991  HISTORY     - Date     Condition        Report By
 GH0991  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0991  HISTORY     - 1963     GOOD             CGS
 GH0991
 GH0991                          STATION DESCRIPTION
 GH0991
 GH0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0991'POINT OBSERVED UPON WAS THE CENTER OF LARGE SILVER STANDPIPE,
 GH0991'ABOUT 40 FEET HIGH, LOCATED ON HILL ON SOUTHEAST EDGE OF
 GH0991'THE TOWN OF PAWNEE.
 GH0991'
 GH0991'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 GH0991'MERAMAC, PAWNEE, SKEDEE AND BUCK.
 GH0991
 GH0991                          STATION RECOVERY (1963)
 GH0991
 GH0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0991'STATION RECOVERED AS DESCRIBED IN 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0996 ***********************************************************************
 GH0996  DESIGNATION -  PAWNEE MUNICIPAL TANK
 GH0996  PID         -  GH0996
 GH0996  STATE/COUNTY-  OK/PAWNEE
 GH0996  COUNTRY     -  US
 GH0996  USGS QUAD   -  PAWNEE (2018)
 GH0996
 GH0996                         *CURRENT SURVEY CONTROL
 GH0996  ______________________________________________________________________
 GH0996* NAD 83(1993) POSITION- 36 19 32.23574(N) 096 47 53.92053(W)   ADJUSTED
 GH0996  ______________________________________________________________________
 GH0996  GEOID HEIGHT    -        -28.464 (meters)                     GEOID18
 GH0996  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 GH0996  HORZ ORDER      -  THIRD
 GH0996
 GH0996.The horizontal coordinates were established by classical geodetic methods
 GH0996.and adjusted by the National Geodetic Survey in November 1994.
 GH0996
 GH0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0996.GEOID18 height accuracy estimate available here.
 GH0996
 GH0996.Click photographs - Photos may exist for this station.
 GH0996
 GH0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0996
 GH0996. The following values were computed from the NAD 83(1993) position.
 GH0996
 GH0996;                    North         East     Units Scale Factor Converg.
 GH0996;SPC OK N     -   147,749.949   707,893.288   MT  0.99994921   +0 42 33.0
 GH0996;SPC OK N     -   484,742.96  2,322,479.90   sFT  0.99994921   +0 42 33.0
 GH0996;UTM  14      - 4,022,315.519   697,628.653   MT  1.00008124   +1 18 16.7
 GH0996
 GH0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9762822315(NAD 83)
 GH0996
 GH0996                          SUPERSEDED SURVEY CONTROL
 GH0996
 GH0996  NAD 83(1986)-  36 19 32.24823(N)    096 47 53.90586(W) AD(       ) 3
 GH0996  NAD 27      -  36 19 32.05431(N)    096 47 52.77915(W) AD(       ) 3
 GH0996
 GH0996.Superseded values are not recommended for survey control.
 GH0996
 GH0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0996.See file dsdata.pdf to determine how the superseded data were derived.
 GH0996
 GH0996_MARKER: 53 = ELEVATED TANK
 GH0996
 GH0996  HISTORY     - Date     Condition        Report By
 GH0996  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0996
 GH0996                          STATION DESCRIPTION
 GH0996
 GH0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0996'STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF PAWNEE AND
 GH0996'ABOUT 1/2 MILE SOUTH OF THE PAWNEE MUNICIPAL STANDPIPE.  THE
 GH0996'STATION WAS NOT VISITED.
 GH0996'
 GH0996'THE TOP CENTER OF THE TANK WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0994 ***********************************************************************
 GH0994  DESIGNATION -  PAWNEE OKLA HWY PAT RAD MAST
 GH0994  PID         -  GH0994
 GH0994  STATE/COUNTY-  OK/PAWNEE
 GH0994  COUNTRY     -  US
 GH0994  USGS QUAD   -  PAWNEE (2018)
 GH0994
 GH0994                         *CURRENT SURVEY CONTROL
 GH0994  ______________________________________________________________________
 GH0994* NAD 83(1993) POSITION- 36 21 43.89272(N) 096 48 04.31124(W)   ADJUSTED
 GH0994  ______________________________________________________________________
 GH0994  GEOID HEIGHT    -        -28.507 (meters)                     GEOID18
 GH0994  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 GH0994  HORZ ORDER      -  THIRD
 GH0994
 GH0994.The horizontal coordinates were established by classical geodetic methods
 GH0994.and adjusted by the National Geodetic Survey in November 1994.
 GH0994
 GH0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0994.GEOID18 height accuracy estimate available here.
 GH0994
 GH0994.Click photographs - Photos may exist for this station.
 GH0994
 GH0994.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0994
 GH0994. The following values were computed from the NAD 83(1993) position.
 GH0994
 GH0994;                    North         East     Units Scale Factor Converg.
 GH0994;SPC OK N     -   151,804.391   707,584.050   MT  0.99995116   +0 42 26.9
 GH0994;SPC OK N     -   498,044.91  2,321,465.34   sFT  0.99995116   +0 42 26.9
 GH0994;UTM  14      - 4,026,367.053   697,277.210   MT  1.00007953   +1 18 14.6
 GH0994
 GH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9727726367(NAD 83)
 GH0994
 GH0994                          SUPERSEDED SURVEY CONTROL
 GH0994
 GH0994  NAD 83(1986)-  36 21 43.90520(N)    096 48 04.29670(W) AD(       ) 3
 GH0994  NAD 27      -  36 21 43.71327(N)    096 48 03.17448(W) AD(       ) 3
 GH0994
 GH0994.Superseded values are not recommended for survey control.
 GH0994
 GH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0994.See file dsdata.pdf to determine how the superseded data were derived.
 GH0994
 GH0994_MARKER: 42 = RADIO/TV MAST
 GH0994
 GH0994  HISTORY     - Date     Condition        Report By
 GH0994  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0994
 GH0994                          STATION DESCRIPTION
 GH0994
 GH0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0994'STATION IS LOCATED 1-1/2 MILES NORTH NORTHEAST OF PAWNEE,
 GH0994'ON A HILL OVERLOOKING PAWNEE LAKE.  IT IS A STRUCTURAL STEEL
 GH0994'MAST, 300 FEET IN HEIGHT.  THE TOP CENTER OF THE MAST WAS
 GH0994'INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1287 ***********************************************************************
 FJ1287  DESIGNATION -  PAYSON
 FJ1287  PID         -  FJ1287
 FJ1287  STATE/COUNTY-  OK/LINCOLN
 FJ1287  COUNTRY     -  US
 FJ1287  USGS QUAD   -  MEEKER (2018)
 FJ1287
 FJ1287                         *CURRENT SURVEY CONTROL
 FJ1287  ______________________________________________________________________
 FJ1287* NAD 83(1993) POSITION- 35 33 14.32072(N) 096 53 43.48516(W)   ADJUSTED
 FJ1287* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1287  ______________________________________________________________________
 FJ1287  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 FJ1287  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 FJ1287  HORZ ORDER      -  SECOND
 FJ1287
 FJ1287.The horizontal coordinates were established by classical geodetic methods
 FJ1287.and adjusted by the National Geodetic Survey in November 1994.
 FJ1287
 FJ1287.The orthometric height was scaled from a topographic map.
 FJ1287
 FJ1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1287.GEOID18 height accuracy estimate available here.
 FJ1287
 FJ1287.Click photographs - Photos may exist for this station.
 FJ1287
 FJ1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1287
 FJ1287. The following values were computed from the NAD 83(1993) position.
 FJ1287
 FJ1287;                    North         East     Units Scale Factor Converg.
 FJ1287;SPC OK N     -    62,035.414   700,149.529   MT  1.00000233   +0 39 06.7
 FJ1287;SPC OK N     -   203,527.85  2,297,073.91   sFT  1.00000233   +0 39 06.7
 FJ1287;SPC OK S     -   246,885.459   700,157.381   MT  1.00007911   +0 37 37.1
 FJ1287;SPC OK S     -   809,990.04  2,297,099.67   sFT  1.00007911   +0 37 37.1
 FJ1287;UTM  14      - 3,936,517.622   690,757.792   MT  1.00004844   +1 13 26.8
 FJ1287
 FJ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1287!SPC OK N     -   0.99995599  x   1.00000233  =   0.99995832
 FJ1287!SPC OK S     -   0.99995599  x   1.00007911  =   1.00003509
 FJ1287!UTM  14      -   0.99995599  x   1.00004844  =   1.00000442
 FJ1287
 FJ1287:                Primary Azimuth Mark                     Grid Az
 FJ1287:SPC OK N     -  PAYSON AZ MK                             175 34 06.0
 FJ1287:SPC OK S     -  PAYSON AZ MK                             175 35 35.6
 FJ1287:UTM  14      -  PAYSON AZ MK                             174 59 45.9
 FJ1287
 FJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9075736517(NAD 83)
 FJ1287
 FJ1287|---------------------------------------------------------------------|
 FJ1287| PID    Reference Object                     Distance      Geod. Az  |
 FJ1287|                                                           dddmmss.s |
 FJ1287| CI1911 PAYSON RM 1                          34.564 METERS 00031     |
 FJ1287| FJ1270 PRAGUE OG AND E RAD MAST            APPROX.19.7 KM 1032645.5 |
 FJ1287| CI1910 PAYSON AZ MK                                       1761312.7 |
 FJ1287| FJ1285 MEEKER MUNICIPAL TANK               APPROX. 5.5 KM 1861822.8 |
 FJ1287| CI1912 PAYSON RM 2                          45.156 METERS 21806     |
 FJ1287| FJ1286 SHELL PIPELINE RAY STATION TK       APPROX. 7.0 KM 2203342.9 |
 FJ1287|---------------------------------------------------------------------|
 FJ1287
 FJ1287                          SUPERSEDED SURVEY CONTROL
 FJ1287
 FJ1287  NAD 83(1986)-  35 33 14.32728(N)    096 53 43.46592(W) AD(       ) 2
 FJ1287  NAD 27      -  35 33 14.08594(N)    096 53 42.37880(W) AD(       ) 2
 FJ1287
 FJ1287.Superseded values are not recommended for survey control.
 FJ1287
 FJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1287.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1287
 FJ1287_MARKER: DS = TRIANGULATION STATION DISK
 FJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1287_STAMPING: PAYSON 1955
 FJ1287_MARK LOGO: CGS
 FJ1287_PROJECTION: PROJECTING
 FJ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1287+STABILITY: SURFACE MOTION
 FJ1287
 FJ1287  HISTORY     - Date     Condition        Report By
 FJ1287  HISTORY     - 1955     MONUMENTED       CGS
 FJ1287  HISTORY     - 1957     GOOD             CGS
 FJ1287
 FJ1287                          STATION DESCRIPTION
 FJ1287
 FJ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1287'THE STATION IS ABOUT 3-1/2 MILES NORTH OF MEEKER, 0.2 MILE WEST
 FJ1287'OF STATE HIGHWAY 18, IN THE SOUTHEAST 1/4 OF SEC. 32, T. 13 N.,
 FJ1287'R. 4 E., ON THE PROPERTY OF MR. DODSON HOLMES.
 FJ1287'
 FJ1287'TO REACH FROM THE INTERSECTION NORTH OF THE POST OFFICE IN
 FJ1287'MEEKER, GO EAST ON U.S. HIGHWAY 62 0.45 MILE TO AN INTERSECTION,
 FJ1287'TURN LEFT, GO NORTH ON STATE HIGHWAY 18 2.5 MILES TO THE TOP
 FJ1287'OF A GRADE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON
 FJ1287'STATE HIGHWAY 18 FOR 0.75 MILE TO A CROSSROAD, TURN LEFT,
 FJ1287'GO WEST 0.05 MILE TO A DRIVEWAY RIGHT, TURN RIGHT, GO NORTH
 FJ1287'0.05 MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE NORTH
 FJ1287'ON A TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 FJ1287'
 FJ1287'THE STATION MARK, APPROXIMATELY 0.15 MILE NORTH OF A BARNYARD, IN
 FJ1287'A NORTH-SOUTH FENCE LINE, NEAR THE HIGHEST POINT OF A PASTURE,
 FJ1287'50 FEET SOUTH OF A SMALL GROUP OF TREES, PROJECTS 4 INCHES
 FJ1287'AND THE DISK IS STAMPED PAYSON 1955.
 FJ1287'
 FJ1287'REFERENCE MARK NO. 1, NORTH OF THE STATION, IN A NORTH-SOUTH
 FJ1287'FENCE LINE, NEAR THE EAST EDGE OF A SMALL GROUP OF TREES,
 FJ1287'PROJECTS 3 INCHES AND THE DISK IS STAMPED PAYSON NO 1 1955.
 FJ1287'
 FJ1287'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IN AN EAST-WEST
 FJ1287'FENCE LINE, 93 FEET WEST OF A NORTH-SOUTH FENCE LINE, PROJECTS
 FJ1287'2 INCHES AND THE DISK IS STAMPED PAYSON NO 2 1955.
 FJ1287'
 FJ1287'THE AZIMUTH MARK, APPROXIMATELY 0.9 MILE SOUTH OF THE STATION,
 FJ1287'48 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 18, ON THE
 FJ1287'TOP OF A BANK APPROXIMATELY 6 FEET ABOVE THE HIGHWAY, 1 FOOT
 FJ1287'EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, PROJECTS 3 INCHES
 FJ1287'AND THE DISK IS STAMPED PAYSON 1955.
 FJ1287'
 FJ1287'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1287
 FJ1287                          STATION RECOVERY (1957)
 FJ1287
 FJ1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1287'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FJ1287'CONDITION.  A DISCREPANCY WAS NOTED IN THE DISTANCE TO REFERENCE
 FJ1287'MARK 2.  A U.S. GEOLOGICAL SURVEY BENCH MARK, NOT STAMPED,
 FJ1287'WAS FOUND NEAR THE STATION.  DUE TO ITS POOR CONDITION AND
 FJ1287'SUBJECT TO MOVEMENT, MEASUREMENT WAS MADE TO IT WITH A 300-FT.
 FJ1287'TAPE ONLY.  IT WILL SERVE AS AN EXTRA REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0929 ***********************************************************************
 EK0929  DESIGNATION -  PEAK
 EK0929  PID         -  EK0929
 EK0929  STATE/COUNTY-  OK/MCCURTAIN
 EK0929  COUNTRY     -  US
 EK0929  USGS QUAD   -  BATTIEST (2018)
 EK0929
 EK0929                         *CURRENT SURVEY CONTROL
 EK0929  ______________________________________________________________________
 EK0929* NAD 83(1993) POSITION- 34 25 33.73186(N) 094 53 03.98699(W)   ADJUSTED
 EK0929* NAVD 88 ORTHO HEIGHT -   442.    (meters)     1450.    (feet) SCALED
 EK0929  ______________________________________________________________________
 EK0929  GEOID HEIGHT    -        -30.953 (meters)                     GEOID18
 EK0929  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 EK0929  HORZ ORDER      -  FIRST
 EK0929
 EK0929.The horizontal coordinates were established by classical geodetic methods
 EK0929.and adjusted by the National Geodetic Survey in November 1994.
 EK0929
 EK0929.The orthometric height was scaled from a topographic map.
 EK0929
 EK0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0929.GEOID18 height accuracy estimate available here.
 EK0929
 EK0929.Click photographs - Photos may exist for this station.
 EK0929
 EK0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0929
 EK0929. The following values were computed from the NAD 83(1993) position.
 EK0929
 EK0929;                    North         East     Units Scale Factor Converg.
 EK0929;SPC OK S     -   125,625.090   886,322.636   MT  0.99993973   +1 46 06.4
 EK0929;SPC OK S     -   412,154.98  2,907,876.85   sFT  0.99993973   +1 46 06.4
 EK0929;UTM  15      - 3,811,005.940   326,838.217   MT  0.99996961   -1 03 56.2
 EK0929
 EK0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0929!SPC OK S     -   0.99993547  x   0.99993973  =   0.99987520
 EK0929!UTM  15      -   0.99993547  x   0.99996961  =   0.99990508
 EK0929
 EK0929:                Primary Azimuth Mark                     Grid Az
 EK0929:SPC OK S     -  FLASHMAN LOOKOUT TOWER                   295 32 20.1
 EK0929:UTM  15      -  FLASHMAN LOOKOUT TOWER                   298 22 22.7
 EK0929
 EK0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2683811005(NAD 83)
 EK0929
 EK0929|---------------------------------------------------------------------|
 EK0929| PID    Reference Object                     Distance      Geod. Az  |
 EK0929|                                                           dddmmss.s |
 EK0929| CX6041 PEAK RM 1                            14.789 METERS 09502     |
 EK0929| CX6042 PEAK RM 2                             8.122 METERS 28441     |
 EK0929| EK0963 FLASHMAN LOOKOUT TOWER              APPROX.12.9 KM 2971826.5 |
 EK0929|---------------------------------------------------------------------|
 EK0929
 EK0929                          SUPERSEDED SURVEY CONTROL
 EK0929
 EK0929  NAD 83(1986)-  34 25 33.73496(N)    094 53 03.97717(W) AD(       ) 1
 EK0929  NAD 27      -  34 25 33.36500(N)    094 53 03.16400(W) AD(       ) 1
 EK0929
 EK0929.Superseded values are not recommended for survey control.
 EK0929
 EK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0929.See file dsdata.pdf to determine how the superseded data were derived.
 EK0929
 EK0929_MARKER: DS = TRIANGULATION STATION DISK
 EK0929_SETTING: 80 = SET IN A BOULDER
 EK0929_STAMPING: PEAK 1952
 EK0929_MARK LOGO: CGS
 EK0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0929+STABILITY: SURFACE MOTION
 EK0929
 EK0929  HISTORY     - Date     Condition        Report By
 EK0929  HISTORY     - 1952     MONUMENTED       CGS
 EK0929
 EK0929                          STATION DESCRIPTION
 EK0929
 EK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0929'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 EK0929'BETHEL, 3-1/2 MILES NORTHEAST OF BATTIEST AND ON THE HIGHEST
 EK0929'PEAK IN THE VICINITY KNOWN AS HIGH PEAK.  THE DISK IS SET
 EK0929'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET
 EK0929'AND THE DISK IS STAMPED PEAK 1952.
 EK0929'
 EK0929'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND ON THE NORTH
 EK0929'SLOPE OF THE HILL.  THE DISK IS SET IN A DRILL HOLE IN A
 EK0929'BOULDER WHICH PROJECTS 3 INCHES AND THE DISK IS STAMPED PEAK
 EK0929'NO. 1 1952.
 EK0929'
 EK0929'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND SET IN A
 EK0929'DRILL HOLE IN A BOULDER THAT IS APPROXIMATELY 2 X 3 X 2 FEET
 EK0929'IN DIAMETER.  THE DISK IS STAMPED PEAK NO 2 1952.
 EK0929'
 EK0929'NO AZIMUTH MARK WAS SET.
 EK0929'
 EK0929'TO REACH FROM THE INTERSECTION AT THE POST OFFICE IN BETHEL,
 EK0929'GO NORTH ON A GRAVELED ROAD 1.2 MILES TO AN OLD STORE ON
 EK0929'THE LEFT, TURN LEFT (WEST) ON MAIN ROAD FOR 5.35 MILES TO
 EK0929'THE BATTIEST SCHOOL HOUSE ON THE RIGHT, CONTINUE WEST 0.5
 EK0929'MILE TO CROSSROADS, TURN RIGHT (NORTH) 1.0 MILE TO A WHITE
 EK0929'HOUSE ON THE LEFT.  HERE TURN RIGHT (EAST) WITH THE MAIN
 EK0929'ROAD 0.5 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) ON MAIN
 EK0929'ROAD 0.8 MILE TO THE REMAINS OF AN OLD FARM HOME ON THE LEFT.
 EK0929'HERE TURN RIGHT (NORTH) ON THE MAIN WOODS ROAD 0.85 MILE TO
 EK0929'FORKS AT SIGN BURLEW TRAIL, KEEP RIGHT FORK 0.45 MILE TO
 EK0929'THE TOP OF RIDGE.  HERE TURN RIGHT (EAST) ALONG THE RIDGE
 EK0929'FOR 1.7 MILES TO A SIDE TRAIL RIGHT, TURN RIGHT AND GO
 EK0929'SOUTH AND SOUTHEAST FOR 0.9 MILE.  HERE PACK NORTHERLY
 EK0929'ABOUT 100 YARDS TO THE HIGHEST POINT OF HILL AND THE
 EK0929'STATION IN LARGE BOULDERS.
 EK0929'
 EK0929'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0657 ***********************************************************************
 GH0657  DESIGNATION -  PECK
 GH0657  PID         -  GH0657
 GH0657  STATE/COUNTY-  OK/KAY
 GH0657  COUNTRY     -  US
 GH0657  USGS QUAD   -  PECKHAM (2018)
 GH0657
 GH0657                         *CURRENT SURVEY CONTROL
 GH0657  ______________________________________________________________________
 GH0657* NAD 83(1997) POSITION- 36 53 01.14725(N) 097 08 18.21594(W)   ADJUSTED
 GH0657* NAVD 88 ORTHO HEIGHT -   353.01  (+/-2cm)     1158.2   (feet) VERTCON3
 GH0657  ______________________________________________________________________
 GH0657  GEOID HEIGHT    -        -28.959 (meters)                     GEOID18
 GH0657  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 GH0657  HORZ ORDER      -  SECOND
 GH0657  VERT ORDER      -  THIRD ? (See Below)
 GH0657
 GH0657.The horizontal coordinates were established by classical geodetic methods
 GH0657.and adjusted by the National Geodetic Survey in October 1998.
 GH0657
 GH0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0657
 GH0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0657.GEOID18 height accuracy estimate available here.
 GH0657
 GH0657.The vertical order pertains to the NGVD 29 superseded value.
 GH0657
 GH0657.Click photographs - Photos may exist for this station.
 GH0657
 GH0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0657
 GH0657. The following values were computed from the NAD 83(1997) position.
 GH0657
 GH0657;                    North         East     Units Scale Factor Converg.
 GH0657;SPC OK N     -   209,346.553   676,810.539   MT  1.00002344   +0 30 30.5
 GH0657;SPC OK N     -   686,831.15  2,220,502.58   sFT  1.00002344   +0 30 30.5
 GH0657;UTM  14      - 4,083,583.554   665,898.711   MT  0.99993907   +1 07 03.3
 GH0657
 GH0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0657!SPC OK N     -   0.99994915  x   1.00002344  =   0.99997259
 GH0657!UTM  14      -   0.99994915  x   0.99993907  =   0.99988822
 GH0657
 GH0657:                Primary Azimuth Mark                     Grid Az
 GH0657:SPC OK N     -  PECK AZ MK                               269 26 50.6
 GH0657:UTM  14      -  PECK AZ MK                               268 50 17.8
 GH0657
 GH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6589883583(NAD 83)
 GH0657
 GH0657|---------------------------------------------------------------------|
 GH0657| PID    Reference Object                     Distance      Geod. Az  |
 GH0657|                                                           dddmmss.s |
 GH0657| GH0645 NEWKIRK FARMERS COOP ELEVATOR       APPROX. 7.7 KM 0891703.8 |
 GH0657| GH0658 TT 40 L                              13.059 METERS 10036     |
 GH0657| GH0649 KILDARE FARMERS COOP ELEVATOR       APPROX.11.6 KM 1343907.2 |
 GH0657| GH0647 SUPERIOR OILWELL SERV RAD MAST      APPROX.14.6 KM 1542750.8 |
 GH0657| GH0652 PRAIRIE CHAPEL CHURCH BELFRY        APPROX. 9.7 KM 1802632.8 |
 GH0657| CL5964 PECK AZ MK                                         2695721.1 |
 GH0657| GH0656 PECKHAM DANNEN GRAIN ELEVATOR       APPROX. 3.8 KM 2762016.5 |
 GH0657| CL5965 PECK RM 1                            20.105 METERS 35358     |
 GH0657|---------------------------------------------------------------------|
 GH0657
 GH0657                          SUPERSEDED SURVEY CONTROL
 GH0657
 GH0657  NAD 83(1993)-  36 53 01.14797(N)    097 08 18.21446(W) AD(       ) 2
 GH0657  NAD 83(1986)-  36 53 01.15858(N)    097 08 18.20559(W) AD(       ) 2
 GH0657  NAD 27      -  36 53 01.04402(N)    097 08 17.06043(W) AD(       ) 2
 GH0657  NGVD 29             352.88   (m)         1157.7    (f) LEVELING    3  
 GH0657
 GH0657.Superseded values are not recommended for survey control.
 GH0657
 GH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0657.See file dsdata.pdf to determine how the superseded data were derived.
 GH0657
 GH0657_MARKER: DS = TRIANGULATION STATION DISK
 GH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0657_STAMPING: PECK 1958
 GH0657_MARK LOGO: CGS
 GH0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0657+STABILITY: SURFACE MOTION
 GH0657
 GH0657  HISTORY     - Date     Condition        Report By
 GH0657  HISTORY     - 1958     MONUMENTED       CGS
 GH0657
 GH0657                          STATION DESCRIPTION
 GH0657
 GH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0657'STATION IS ABOUT 4-1/2 MILES WEST OF NEWKIRK, 2-1/4 MILES
 GH0657'EAST AND 1/4 MILE SOUTH OF THE VILLAGE OF PECKMAN AND IN
 GH0657'THE SOUTHWEST CORNER OF SECTION 19, T 28 N, R 2 E.
 GH0657'
 GH0657'TO REACH FROM THE CROSSROADS, ABOUT 1/4 MILE SOUTH OF PECKMAN,
 GH0657'GO EAST ON SURFACED ROAD FOR 1.6 MILES TO TOP OF SMALL RISE
 GH0657'AT HOUSE ON RIGHT AND AZIMUTH MARK ON LEFT.  CONTINUE EAST
 GH0657'ON SURFACED ROAD FOR 0.4 MILE TO CROSSROADS AND STATION ON LEFT
 GH0657'IN THE NORTHEAST ANGLE OF INTERSECTION.
 GH0657'
 GH0657'STATION MARKS ARE STANDARD DISKS, STAMPED PECK 1958.  UNDERGROUND
 GH0657'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 GH0657'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11
 GH0657'INCH SQUARE, CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GH0657'40 FEET NORTH OF THE ROAD CENTER, 35 FEET EAST OF DIRT ROAD
 GH0657'CENTER AND 51 FEET WEST OF A TELEPHONE POLE.  A 4 IN X 4 IN
 GH0657'WHITE WITNESS POST WAS SET 3 FEET SOUTHWEST OF THE MARK.
 GH0657'
 GH0657'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PECK NO 1 1958.
 GH0657'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 GH0657'WHICH PROJECTS 5 INCHES.  IT IS 92 FEET NORTHWEST OF THE
 GH0657'TELEPHONE POLE, 106 FEET NORTH OF THE SURFACED ROAD CENTER
 GH0657'AND 27 FEET EAST OF THE DIRT ROAD CENTER.
 GH0657'
 GH0657'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY STATION MARK
 GH0657'DISK, STAMPED T.T.40 L. 1930.  IT IS SET IN THE TOP OF AN 8
 GH0657'INCH SQUARE, CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 79
 GH0657'FEET EAST OF DIRT ROAD CENTER, 32 FEET NORTH OF SURFACED ROAD
 GH0657'CENTER AND 8 FEET WEST OF THE TELEPHONE POLE.  A TRAVERSE
 GH0657'CONNECTION WAS MADE FROM THE STATION MARK TO THIS MARK.
 GH0657'
 GH0657'AZIMUTH MARK IS A STANDARD DISK, STAMPED PECK 1958.  IT IS SET
 GH0657'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 GH0657'7 INCHES.  IT IS 167 FEET WEST-NORTHWEST OF FARMHOUSE DRIVE
 GH0657'AND ROAD INTERSECTION CENTER, 33 FEET NORTH OF ROAD CENTER,
 GH0657'11 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF AN
 GH0657'EAST-WEST ROAD RIGHT-OF-WAY FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0656 ***********************************************************************
 GH0656  DESIGNATION -  PECKHAM DANNEN GRAIN ELEVATOR
 GH0656  PID         -  GH0656
 GH0656  STATE/COUNTY-  OK/KAY
 GH0656  COUNTRY     -  US
 GH0656  USGS QUAD   -  PECKHAM (2018)
 GH0656
 GH0656                         *CURRENT SURVEY CONTROL
 GH0656  ______________________________________________________________________
 GH0656* NAD 83(1997) POSITION- 36 53 14.69240(N) 097 10 50.33735(W)   ADJUSTED
 GH0656  ______________________________________________________________________
 GH0656  GEOID HEIGHT    -        -28.918 (meters)                     GEOID18
 GH0656  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 GH0656  HORZ ORDER      -  THIRD
 GH0656
 GH0656.The horizontal coordinates were established by classical geodetic methods
 GH0656.and adjusted by the National Geodetic Survey in October 1998.
 GH0656
 GH0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0656.GEOID18 height accuracy estimate available here.
 GH0656
 GH0656.Click photographs - Photos may exist for this station.
 GH0656
 GH0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0656
 GH0656. The following values were computed from the NAD 83(1997) position.
 GH0656
 GH0656;                    North         East     Units Scale Factor Converg.
 GH0656;SPC OK N     -   209,731.487   673,040.072   MT  1.00002426   +0 29 00.7
 GH0656;SPC OK N     -   688,094.05  2,208,132.30   sFT  1.00002426   +0 29 00.7
 GH0656;UTM  14      - 4,083,928.364   662,124.716   MT  0.99992381   +1 05 32.3
 GH0656
 GH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6212483928(NAD 83)
 GH0656
 GH0656                          SUPERSEDED SURVEY CONTROL
 GH0656
 GH0656  NAD 83(1993)-  36 53 14.69328(N)    097 10 50.33591(W) AD(       ) 3
 GH0656  NAD 83(1986)-  36 53 14.70356(N)    097 10 50.32693(W) AD(       ) 3
 GH0656  NAD 27      -  36 53 14.59091(N)    097 10 49.17948(W) AD(       ) 3
 GH0656
 GH0656.Superseded values are not recommended for survey control.
 GH0656
 GH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0656.See file dsdata.pdf to determine how the superseded data were derived.
 GH0656
 GH0656_MARKER: 65 = GRAIN ELEVATOR
 GH0656
 GH0656  HISTORY     - Date     Condition        Report By
 GH0656  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0656
 GH0656                          STATION DESCRIPTION
 GH0656
 GH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0656'THE STATION IS THE TOP-CENTER OF THE HEADHOUSE OF THE ELEVATOR.
 GH0656'IT IS IN THE WEST EDGE OF THE TOWN OF PECKHAM AND ALONG THE
 GH0656'SOUTHEAST SIDE OF THE ST. LOUIS SAN FRANCISCO RAILROAD TRACK.
 GH0656'IT IS IN THE SOUTHEAST 1/4 OF SECTION 22, T 28 N, R 1 E.
 GH0656'IT IS A METAL COVERED BUILDING, GREY IN COLOR AND ABOUT
 GH0656'75 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0702 ***********************************************************************
 GJ0702  DESIGNATION -  PEEK
 GJ0702  PID         -  GJ0702
 GJ0702  STATE/COUNTY-  OK/ELLIS
 GJ0702  COUNTRY     -  US
 GJ0702  USGS QUAD   -  HARMON SW (2018)
 GJ0702
 GJ0702                         *CURRENT SURVEY CONTROL
 GJ0702  ______________________________________________________________________
 GJ0702* NAD 83(1993) POSITION- 36 00 24.23646(N) 099 41 01.05790(W)   ADJUSTED
 GJ0702* NAVD 88 ORTHO HEIGHT -   770.    (meters)     2526.    (feet) SCALED
 GJ0702  ______________________________________________________________________
 GJ0702  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 GJ0702  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 GJ0702  HORZ ORDER      -  FIRST
 GJ0702
 GJ0702.The horizontal coordinates were established by classical geodetic methods
 GJ0702.and adjusted by the National Geodetic Survey in November 1994.
 GJ0702
 GJ0702.The orthometric height was scaled from a topographic map.
 GJ0702
 GJ0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0702.GEOID18 height accuracy estimate available here.
 GJ0702
 GJ0702.Click photographs - Photos may exist for this station.
 GJ0702
 GJ0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0702
 GJ0702. The following values were computed from the NAD 83(1993) position.
 GJ0702
 GJ0702;                    North         East     Units Scale Factor Converg.
 GJ0702;SPC OK N     -   113,015.570   448,226.166   MT  0.99994932   -0 59 36.9
 GJ0702;SPC OK N     -   370,785.25  1,470,555.35   sFT  0.99994932   -0 59 36.9
 GJ0702;UTM  14      - 3,984,911.248   438,391.088   MT  0.99964677   -0 24 06.9
 GJ0702
 GJ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0702!SPC OK N     -   0.99988356  x   0.99994932  =   0.99983289
 GJ0702!UTM  14      -   0.99988356  x   0.99964677  =   0.99953038
 GJ0702
 GJ0702:                Primary Azimuth Mark                     Grid Az
 GJ0702:SPC OK N     -  PEEK AZ MK                               196 57 27.8
 GJ0702:UTM  14      -  PEEK AZ MK                               196 21 57.8
 GJ0702
 GJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3839184911(NAD 83)
 GJ0702
 GJ0702|---------------------------------------------------------------------|
 GJ0702| PID    Reference Object                     Distance      Geod. Az  |
 GJ0702|                                                           dddmmss.s |
 GJ0702| CK9620 PEEK RM 1                            25.049 METERS 03705     |
 GJ0702| CK9621 PEEK RM 2                            28.756 METERS 15810     |
 GJ0702| CK9619 PEEK AZ MK                                         1955750.9 |
 GJ0702| GJ0707 ARNETT COUNTY COURTHOUSE MAST       APPROX.16.2 KM 3310404.0 |
 GJ0702| GJ0706 ARNETT MUNICIPAL WATER TANK         APPROX.16.1 KM 3313508.5 |
 GJ0702|---------------------------------------------------------------------|
 GJ0702
 GJ0702                          SUPERSEDED SURVEY CONTROL
 GJ0702
 GJ0702  NAD 83(1986)-  36 00 24.24461(N)    099 41 01.04723(W) AD(       ) 1
 GJ0702  NAD 27      -  36 00 24.08132(N)    099 40 59.64012(W) AD(       ) 1
 GJ0702
 GJ0702.Superseded values are not recommended for survey control.
 GJ0702
 GJ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0702.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0702
 GJ0702_MARKER: DS = TRIANGULATION STATION DISK
 GJ0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0702_STAMPING: PEEK 1963
 GJ0702_MARK LOGO: CGS
 GJ0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0702+STABILITY: SURFACE MOTION
 GJ0702
 GJ0702  HISTORY     - Date     Condition        Report By
 GJ0702  HISTORY     - 1963     MONUMENTED       CGS
 GJ0702
 GJ0702                          STATION DESCRIPTION
 GJ0702
 GJ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0702'THE STATION IS ON A BRUSH COVERED, SANDY HILL, ABOUT 24 MILES
 GJ0702'SOUTHWEST OF VICI, 11-3/4 MILES SOUTHWEST OF HARMON AND 10 MILES
 GJ0702'SOUTHEAST OF ARNETT.
 GJ0702'
 GJ0702'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 GJ0702'ARNETT, GO EAST ON U. S. HIGHWAYS 60, 283 AND STATE HIGHWAY 51 FOR
 GJ0702'0.7 MILE TO THE JUNCTION OF THE HIGHWAYS.  TURN RIGHT AND GO SOUTH
 GJ0702'ON U. S. HIGHWAY 283 FOR 8.5 MILES TO A CROSSROAD.  TURN LEFT,
 GJ0702'EAST AND SOUTHEAST ON GRADED ROAD FOR 2.1 MILES TO THE THIRD
 GJ0702'CATTLE GUARD JUST NORTH OF MR. DAVID DICKSONS HOME.  CROSS
 GJ0702'CATTLE GUARD AND CONTINUE EAST FOR 0.1 MILE TO A GATE.  PASS
 GJ0702'THROUGH GATE AND CONTINUE EASTERLY ON GRADED ROAD FOR 2.1 MILES
 GJ0702'TO A WIRE GATE.  PASS THROUGH GATE AND TURN LEFT AND GO NORTH ALONG
 GJ0702'THE EAST SIDE OF THE FENCE, ON BLADED ROAD FOR 0.35 MILE TO THE
 GJ0702'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON BLADED ROAD FOR
 GJ0702'0.35 MILE.  TURN RIGHT AND GO EASTERLY FOR 0.1 MILE TO THE TOP OF
 GJ0702'THE HILL AND THE STATION.
 GJ0702'
 GJ0702'STATION MARK IS A STANDARD DISK, STAMPED PEEK 1963, SET IN THE TOP
 GJ0702'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 7.7
 GJ0702'FEET NORTH OF A WITNESS POST.
 GJ0702'
 GJ0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEEK NO 1 1963, SET IN
 GJ0702'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0702'SURFACE.  IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 GJ0702'
 GJ0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEEK NO 2 1963, SET
 GJ0702'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0702'IS ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0702'
 GJ0702'AZIMUTH MARK IS A STANDARD DISK, STAMPED PEEK 1963, SET IN THE TOP OF
 GJ0702'A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 8 FEET
 GJ0702'WEST OF THE CENTERLINE OF THE TRACK ROAD, 1.5 FEET NORTH OF A
 GJ0702'WITNESS POST AND 0.8 FEET EAST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0784 ***********************************************************************
 EL0784  DESIGNATION -  PENNER
 EL0784  PID         -  EL0784
 EL0784  STATE/COUNTY-  OK/JOHNSTON
 EL0784  COUNTRY     -  US
 EL0784  USGS QUAD   -  MILL CREEK (2018)
 EL0784
 EL0784                         *CURRENT SURVEY CONTROL
 EL0784  ______________________________________________________________________
 EL0784* NAD 83(1993) POSITION- 34 22 55.55912(N) 096 52 14.46611(W)   ADJUSTED
 EL0784* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 EL0784  ______________________________________________________________________
 EL0784  GEOID HEIGHT    -        -25.317 (meters)                     GEOID18
 EL0784  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 EL0784  HORZ ORDER      -  FIRST
 EL0784
 EL0784.The horizontal coordinates were established by classical geodetic methods
 EL0784.and adjusted by the National Geodetic Survey in November 1994.
 EL0784
 EL0784.The orthometric height was scaled from a topographic map.
 EL0784
 EL0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0784.GEOID18 height accuracy estimate available here.
 EL0784
 EL0784.Click photographs - Photos may exist for this station.
 EL0784
 EL0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0784
 EL0784. The following values were computed from the NAD 83(1993) position.
 EL0784
 EL0784;                    North         East     Units Scale Factor Converg.
 EL0784;SPC OK S     -   116,913.384   703,853.881   MT  0.99994213   +0 38 27.7
 EL0784;SPC OK S     -   383,573.33  2,309,227.27   sFT  0.99994213   +0 38 27.7
 EL0784;UTM  14      - 3,806,578.591   695,769.262   MT  1.00007243   +1 12 10.2
 EL0784
 EL0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0784!SPC OK S     -   0.99994840  x   0.99994213  =   0.99989053
 EL0784!UTM  14      -   0.99994840  x   1.00007243  =   1.00002082
 EL0784
 EL0784:                Primary Azimuth Mark                     Grid Az
 EL0784:SPC OK S     -  PENNER AZ MK                             291 51 43.0
 EL0784:UTM  14      -  PENNER AZ MK                             291 18 00.5
 EL0784
 EL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9576906578(NAD 83)
 EL0784
 EL0784|---------------------------------------------------------------------|
 EL0784| PID    Reference Object                     Distance      Geod. Az  |
 EL0784|                                                           dddmmss.s |
 EL0784| CY2797 PENNER RM 1                          10.748 METERS 08409     |
 EL0784| CY2798 PENNER RM 2                          15.060 METERS 19531     |
 EL0784| CY2796 PENNER AZ MK                                       2923010.7 |
 EL0784|---------------------------------------------------------------------|
 EL0784
 EL0784                          SUPERSEDED SURVEY CONTROL
 EL0784
 EL0784  NAD 83(1986)-  34 22 55.56418(N)    096 52 14.45757(W) AD(       ) 1
 EL0784  NAD 27      -  34 22 55.23540(N)    096 52 13.42180(W) AD(       ) 1
 EL0784
 EL0784.Superseded values are not recommended for survey control.
 EL0784
 EL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0784.See file dsdata.pdf to determine how the superseded data were derived.
 EL0784
 EL0784_MARKER: DS = TRIANGULATION STATION DISK
 EL0784_SETTING: 80 = SET IN A BOULDER
 EL0784_STAMPING: PENNER 1954
 EL0784_MARK LOGO: CGS
 EL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0784+STABILITY: SURFACE MOTION
 EL0784
 EL0784  HISTORY     - Date     Condition        Report By
 EL0784  HISTORY     - 1954     MONUMENTED       CGS
 EL0784
 EL0784                          STATION DESCRIPTION
 EL0784
 EL0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0784'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF SULPHUR
 EL0784'AND 4 MILES SOUTHWEST OF MILL CREEK ON THE HIGHEST ROCKY RIDGE
 EL0784'IN THE VICINITY.  IT IS A STANDARD DISK SET IN A DRILL HOLE
 EL0784'IN THE TOP OF AN IRREGULAR SHAPED BOULDER AND PROJECTS ABOUT
 EL0784'2 INCHES.  IT IS STAMPED PENNER 1954.
 EL0784'
 EL0784'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 EL0784'IN AN IRREGULAR SHAPED BOULDER AND PROJECTS 1 FOOT.  IT IS
 EL0784'STAMPED PENNER NO 1 1954.
 EL0784'
 EL0784'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 EL0784'IN THE TOP OF AN ELONGATED BOULDER AND PROJECTS ABOUT 10
 EL0784'INCHES.  IT IS STAMPED PENNER NO 2 1954.
 EL0784'
 EL0784'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 EL0784'TOP OF AN IRREGULAR SHAPED BOULDER AND PROJECTS ABOUT 6 INCHES.
 EL0784'IT IS 15 FEET SOUTH OF A TRACK ROAD AND 100 YARDS SOUTH SOUTHEAST
 EL0784'OF A LARGE HAY BARN AND IS STAMPED PENNER 1954.
 EL0784'
 EL0784'TO REACH FROM THE POST OFFICE IN MILL CREEK GO WEST ON A GRAVELED
 EL0784'ROAD FOR 3.3 MILES TO A GATE ON THE LEFT, TURN LEFT, SOUTH,
 EL0784'PASS THROUGH GATE AND GO 0.3 MILE TO A FORK, TAKE RIGHT FORK
 EL0784'AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO 0.8 MILE TO
 EL0784'A GATE, PASS THROUGH GATE AND GO 0.2 MILE TO THE AZIMUTH MARK
 EL0784'ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.2 MILE TO A FORK,
 EL0784'TAKE LEFT FORK AND GO 0.5 MILE TO A FORK, TAKE LEFT FORK AND
 EL0784'GO 0.15 MILE TO A GATE, PASS THROUGH AND GO 0.15 MILE TO A
 EL0784'DIM FORK, TAKE LEFT FORK AND GO 0.25 MILE, HERE LEAVE RANCH
 EL0784'ROAD, TURN LEFT, EASTERLY, AND PICK WAY THROUGH ROCKS ABOUT
 EL0784'1/2 MILE TO THE HIGHEST POINT AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0992 ***********************************************************************
 GH0992  DESIGNATION -  PEPPER
 GH0992  PID         -  GH0992
 GH0992  STATE/COUNTY-  OK/PAWNEE
 GH0992  COUNTRY     -  US
 GH0992  USGS QUAD   -  PAWNEE (2018)
 GH0992
 GH0992                         *CURRENT SURVEY CONTROL
 GH0992  ______________________________________________________________________
 GH0992* NAD 83(1993) POSITION- 36 19 08.51958(N) 096 51 36.82717(W)   ADJUSTED
 GH0992* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GH0992  ______________________________________________________________________
 GH0992  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 GH0992  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 GH0992  HORZ ORDER      -  THIRD
 GH0992
 GH0992.The horizontal coordinates were established by classical geodetic methods
 GH0992.and adjusted by the National Geodetic Survey in November 1994.
 GH0992
 GH0992.The orthometric height was scaled from a topographic map.
 GH0992
 GH0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0992.GEOID18 height accuracy estimate available here.
 GH0992
 GH0992.Click photographs - Photos may exist for this station.
 GH0992
 GH0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0992
 GH0992. The following values were computed from the NAD 83(1993) position.
 GH0992
 GH0992;                    North         East     Units Scale Factor Converg.
 GH0992;SPC OK N     -   146,951.981   702,342.795   MT  0.99994890   +0 40 21.5
 GH0992;SPC OK N     -   482,124.96  2,304,269.65   sFT  0.99994890   +0 40 21.5
 GH0992;UTM  14      - 4,021,459.826   692,086.092   MT  1.00005463   +1 16 03.8
 GH0992
 GH0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0992!SPC OK N     -   0.99995894  x   0.99994890  =   0.99990784
 GH0992!UTM  14      -   0.99995894  x   1.00005463  =   1.00001357
 GH0992
 GH0992:                Primary Azimuth Mark                     Grid Az
 GH0992:SPC OK N     -  PEPPER AZ MK                             080 11 42.1
 GH0992:UTM  14      -  PEPPER AZ MK                             079 35 59.8
 GH0992
 GH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9208621459(NAD 83)
 GH0992
 GH0992|---------------------------------------------------------------------|
 GH0992| PID    Reference Object                     Distance      Geod. Az  |
 GH0992|                                                           dddmmss.s |
 GH0992| GH0994 PAWNEE OKLA HWY PAT RAD MAST        APPROX. 7.1 KM 0475243.4 |
 GH0992| GH0991 PAWNEE MUNICIPAL STANDPIPE          APPROX. 5.7 KM 0743223.9 |
 GH0992| CI1924 PEPPER AZ MK                                       0805203.6 |
 GH0992| GH0996 PAWNEE MUNICIPAL TANK               APPROX. 5.6 KM 0822929.3 |
 GH0992| CI1925 PEPPER RM 1                          15.716 METERS 08803     |
 GH0992| CI1926 PEPPER RM 2                          25.070 METERS 17848     |
 GH0992|---------------------------------------------------------------------|
 GH0992
 GH0992                          SUPERSEDED SURVEY CONTROL
 GH0992
 GH0992  NAD 83(1986)-  36 19 08.53175(N)    096 51 36.81208(W) AD(       ) 3
 GH0992  NAD 27      -  36 19 08.33336(N)    096 51 35.69516(W) AD(       ) 3
 GH0992
 GH0992.Superseded values are not recommended for survey control.
 GH0992
 GH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0992.See file dsdata.pdf to determine how the superseded data were derived.
 GH0992
 GH0992_MARKER: DS = TRIANGULATION STATION DISK
 GH0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0992_STAMPING: PEPPER 1963
 GH0992_MARK LOGO: CGS
 GH0992_PROJECTION: RECESSED 15 CENTIMETERS
 GH0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0992+STABILITY: SURFACE MOTION
 GH0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0992+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2022
 GH0992
 GH0992  HISTORY     - Date     Condition        Report By
 GH0992  HISTORY     - 1963     MONUMENTED       CGS
 GH0992  HISTORY     - 20091211 GOOD             INDIV
 GH0992  HISTORY     - 20220131 GOOD             OKDOT
 GH0992
 GH0992                          STATION DESCRIPTION
 GH0992
 GH0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0992'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE TOWN
 GH0992'OF PAWNEE, 1 MILE WEST OF PEPPER CREEK, ON THE NORTH
 GH0992'RIGHT-OF-WAY OF U.S. HIGHWAY 64 AND DIRECTLY ACROSS THE HIGHWAY
 GH0992'FROM THE TOM CREAGER RESIDENCE.  THE STATION IS DIRECTLY UNDER
 GH0992'SOME TELEPHONE LINES.
 GH0992'
 GH0992'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE TOWN
 GH0992'SQUARE IN PAWNEE, GO WEST ON U.S. HIGHWAY 64 FOR 3.0 MILES TO
 GH0992'THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.7 MILE TO THE
 GH0992'STATION ON THE RIGHT.
 GH0992'
 GH0992'STATION MARK IS A STANDARD DISK, STAMPED PEPPER 1963, SET
 GH0992'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0992'GROUND.  IT IS 37.0 FEET NORTH OF THE CENTERLINE OF THE
 GH0992'HIGHWAY, 32.5 FEET EAST OF THE CENTER OF A FIELD GATE, 8.6
 GH0992'FEET EAST SOUTHEAST OF A METAL WITNESS POST AND 4.5 FEET SOUTH
 GH0992'OF A FENCE LINE.
 GH0992'
 GH0992'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEPPER NO 1 1963,
 GH0992'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0992'GROUND AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS 39.0 FEET
 GH0992'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH
 GH0992'OF THE FENCE LINE.
 GH0992'
 GH0992'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEPPER NO 2
 GH0992'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0992'THE GROUND AND ABOUT 3 FEET HIGHER THAN THE STATION.  IT IS
 GH0992'45.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43.6 FEET
 GH0992'EAST OF THE CENTERLINE OF A DRIVE WAY AND 1.6 FEET EAST OF A
 GH0992'POWER LINE POLE.
 GH0992'
 GH0992'AZIMUTH MARK IS A STANDARD DISK, STAMPED PEPPER 1963, SET IN
 GH0992'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GH0992'IT IS 40.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 GH0992'64, 2.9 FEET WEST NORTHWEST OF A METAL WITNESS POST AND 1.0
 GH0992'FOOT NORTH OF A FENCE LINE.
 GH0992
 GH0992                          STATION RECOVERY (2009)
 GH0992
 GH0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JW)
 GH0992'RECOVERED IN GOOD CONDITION.
 GH0992
 GH0992                          STATION RECOVERY (2022)
 GH0992
 GH0992'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0992'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1045 ***********************************************************************
 DN1045  DESIGNATION -  PERCELL
 DN1045  PID         -  DN1045
 DN1045  STATE/COUNTY-  OK/BRYAN
 DN1045  COUNTRY     -  US
 DN1045  USGS QUAD   -  BENNINGTON SOUTH (2018)
 DN1045
 DN1045                         *CURRENT SURVEY CONTROL
 DN1045  ______________________________________________________________________
 DN1045* NAD 83(1993) POSITION- 33 58 58.73605(N) 096 00 27.97590(W)   ADJUSTED
 DN1045* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 DN1045  ______________________________________________________________________
 DN1045  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 DN1045  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC18
 DN1045  HORZ ORDER      -  SECOND
 DN1045
 DN1045.The horizontal coordinates were established by classical geodetic methods
 DN1045.and adjusted by the National Geodetic Survey in November 1994.
 DN1045
 DN1045.The orthometric height was scaled from a topographic map.
 DN1045
 DN1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1045.GEOID18 height accuracy estimate available here.
 DN1045
 DN1045.Click photographs - Photos may exist for this station.
 DN1045
 DN1045.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1045
 DN1045. The following values were computed from the NAD 83(1993) position.
 DN1045
 DN1045;                    North         East     Units Scale Factor Converg.
 DN1045;SPC OK S     -    73,878.267   784,074.658   MT  0.99999061   +1 07 51.0
 DN1045;SPC OK S     -   242,382.28  2,572,418.27   sFT  0.99999061   +1 07 51.0
 DN1045;UTM  14      - 3,764,305.836   776,428.453   MT  1.00054208   +1 40 24.8
 DN1045;UTM  15      - 3,764,347.910   222,135.231   MT  1.00055189   -1 40 56.1
 DN1045
 DN1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1045!SPC OK S     -   0.99997558  x   0.99999061  =   0.99996619
 DN1045!UTM  14      -   0.99997558  x   1.00054208  =   1.00051764
 DN1045!UTM  15      -   0.99997558  x   1.00055189  =   1.00052745
 DN1045
 DN1045:                Primary Azimuth Mark                     Grid Az
 DN1045:SPC OK S     -  PERCELL AZ MK                            178 11 49.8
 DN1045:UTM  14      -  PERCELL AZ MK                            177 39 16.0
 DN1045:UTM  15      -  PERCELL AZ MK                            181 00 36.9
 DN1045
 DN1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7642864305(NAD 83)
 DN1045
 DN1045|---------------------------------------------------------------------|
 DN1045| PID    Reference Object                     Distance      Geod. Az  |
 DN1045|                                                           dddmmss.s |
 DN1045| CY2799 PERCELL AZ MK                                      1791940.8 |
 DN1045| DN1044 TT 3 B                               37.213 METERS 18610     |
 DN1045| CY2800 PERCELL RM 1                         50.496 METERS 25210     |
 DN1045| EL0739 BOKCHITO MUNICIPAL TANK             APPROX.13.1 KM 2865052.6 |
 DN1045| EL0735 BENNINGTON MUNICIPAL TANK           APPROX. 3.7 KM 3083513.1 |
 DN1045|---------------------------------------------------------------------|
 DN1045
 DN1045                          SUPERSEDED SURVEY CONTROL
 DN1045
 DN1045  NAD 83(1986)-  33 58 58.74189(N)    096 00 27.96766(W) AD(       ) 2
 DN1045  NAD 27      -  33 58 58.39300(N)    096 00 27.03620(W) AD(       ) 2
 DN1045
 DN1045.Superseded values are not recommended for survey control.
 DN1045
 DN1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1045.See file dsdata.pdf to determine how the superseded data were derived.
 DN1045
 DN1045_MARKER: DS = TRIANGULATION STATION DISK
 DN1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1045_STAMPING: PERCELL 1955
 DN1045_MARK LOGO: CGS
 DN1045_PROJECTION: FLUSH
 DN1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1045+STABILITY: SURFACE MOTION
 DN1045
 DN1045  HISTORY     - Date     Condition        Report By
 DN1045  HISTORY     - 1955     MONUMENTED       CGS
 DN1045  HISTORY     - 1957     GOOD             CGS
 DN1045  HISTORY     - 1964     GOOD             LOCSUR
 DN1045  HISTORY     - 1974     SEE DESCRIPTION  USGS
 DN1045
 DN1045                          STATION DESCRIPTION
 DN1045
 DN1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1045'THE STATION IS LOCATED, AIRLINE, ABOUT 8.5 MILES SOUTHEAST OF
 DN1045'BOKCHITO, 6.5 MILES SOUTHWEST OF BOSWELL, 2.25 MILES SOUTHEAST
 DN1045'OF BENNINGTON AND AT THE NORTH SIDE OF A DIRT T ROAD.
 DN1045'
 DN1045'THE STATION MARK IS A STANDARD DISK STAMPED PERCELL 1955
 DN1045'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH
 DN1045'WITH THE GROUND.  THE MARK IS 75.0 FEET NORTH OF THE CENTER
 DN1045'OF THE T ROAD, 52.5 FEET NORTHWEST OF A FENCE CORNER AND 15.0
 DN1045'FEET WEST OF A WHITE WITNESS POST AND A NORTH-SOUTH FENCE
 DN1045'LINE.
 DN1045'
 DN1045'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PERCELL
 DN1045'1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1045'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 23.5 FEET
 DN1045'NORTH OF THE CENTERLINE OF A DIRT ROAD, 0.5 FOOT NORTH OF A
 DN1045'EAST-WEST FENCE LINE AND IT IS AT THE STATION ELEVATION.
 DN1045'
 DN1045'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY BENCH
 DN1045'MARK STAMPED TT 3B 602 1947 SET IN THE TOP OF A 8 INCH SQUARE
 DN1045'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE MARK IS
 DN1045'52.0 FEET SOUTHEAST OF THE CENTER OF THE T ROAD, 3.0 FEET WEST
 DN1045'OF A NORTH-SOUTH FENCE LINE AND IT IS AT THE STATION ELEVATION.
 DN1045'
 DN1045'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PERCELL 1955
 DN1045'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1045'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 18.0 FEET
 DN1045'EAST OF THE CENTERLINE OF A DIRT ROAD AND 2.0 FEET EAST OF
 DN1045'A NORTH-SOUTH FENCE LINE.
 DN1045'
 DN1045'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A
 DN1045'DIRT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 DN1045'DESCRIBED.
 DN1045'
 DN1045'TO REACH THE STATION FROM THE POST OFFICE AT THE SOUTH EDGE
 DN1045'OF THE VILLAGE OF BENNINGTON GO EAST AND SOUTH ON STATE
 DN1045'ROUTE 70E FOR 1.85 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO
 DN1045'EAST FOR 1.0 MILE TO A T-ROAD SOUTH AND THE STATION AS
 DN1045'DESCRIBED.
 DN1045'
 DN1045'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 DN1045
 DN1045                          STATION RECOVERY (1957)
 DN1045
 DN1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1045'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1045'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1045'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1045
 DN1045                          STATION RECOVERY (1964)
 DN1045
 DN1045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (RMB)
 DN1045'STATION MARK HAS BEEN HIT BY FARM EQUIPMENT, BUT IS STILL
 DN1045'SOLID.  R.M. 1 IS IN GOOD CONDITION.
 DN1045
 DN1045                          STATION RECOVERY (1974)
 DN1045
 DN1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RLP)
 DN1045'STATION SURFACE MARK AND POST LYING IN DITCH.  SAME FOR AZ MK.
 DN1045'R.M. 1 OK.  UNDERGROUND STATION MARK IS OK.  TT3B USGS DESTROYED,
 DN1045'SEE SEPARATE REPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1308 ***********************************************************************
 FJ1308  DESIGNATION -  PERKINS
 FJ1308  PID         -  FJ1308
 FJ1308  STATE/COUNTY-  OK/PAYNE
 FJ1308  COUNTRY     -  US
 FJ1308  USGS QUAD   -  TRYON NORTH (2018)
 FJ1308
 FJ1308                         *CURRENT SURVEY CONTROL
 FJ1308  ______________________________________________________________________
 FJ1308* NAD 83(1993) POSITION- 35 59 12.85698(N) 096 59 22.80587(W)   ADJUSTED
 FJ1308* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ1308  ______________________________________________________________________
 FJ1308  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 FJ1308  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 FJ1308  HORZ ORDER      -  SECOND
 FJ1308
 FJ1308.The horizontal coordinates were established by classical geodetic methods
 FJ1308.and adjusted by the National Geodetic Survey in November 1994.
 FJ1308
 FJ1308.The orthometric height was scaled from a topographic map.
 FJ1308
 FJ1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1308.GEOID18 height accuracy estimate available here.
 FJ1308
 FJ1308.Click photographs - Photos may exist for this station.
 FJ1308
 FJ1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1308
 FJ1308. The following values were computed from the NAD 83(1993) position.
 FJ1308
 FJ1308;                    North         East     Units Scale Factor Converg.
 FJ1308;SPC OK N     -   109,973.649   691,104.122   MT  0.99995035   +0 35 46.5
 FJ1308;SPC OK N     -   360,805.21  2,267,397.44   sFT  0.99995035   +0 35 46.5
 FJ1308;UTM  14      - 3,984,364.639   681,227.976   MT  1.00000471   +1 10 53.7
 FJ1308
 FJ1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1308!SPC OK N     -   0.99995605  x   0.99995035  =   0.99990641
 FJ1308!UTM  14      -   0.99995605  x   1.00000471  =   0.99996076
 FJ1308
 FJ1308:                Primary Azimuth Mark                     Grid Az
 FJ1308:SPC OK N     -  PERKINS AZ MK                            256 46 53.4
 FJ1308:UTM  14      -  PERKINS AZ MK                            256 11 46.2
 FJ1308
 FJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8122784364(NAD 83)
 FJ1308
 FJ1308|---------------------------------------------------------------------|
 FJ1308| PID    Reference Object                     Distance      Geod. Az  |
 FJ1308|                                                           dddmmss.s |
 FJ1308| FJ1309 11 H 3 TT                           143.649 METERS 17336     |
 FJ1308| CI1928 PERKINS RM 1                         44.888 METERS 18645     |
 FJ1308| CI1927 PERKINS AZ MK                                      2572239.9 |
 FJ1308| CI1929 PERKINS RM 2                         46.226 METERS 27238     |
 FJ1308|---------------------------------------------------------------------|
 FJ1308
 FJ1308                          SUPERSEDED SURVEY CONTROL
 FJ1308
 FJ1308  NAD 83(1986)-  35 59 12.86738(N)    096 59 22.78854(W) AD(       ) 2
 FJ1308  NAD 27      -  35 59 12.66262(N)    096 59 21.68327(W) AD(       ) 2
 FJ1308
 FJ1308.Superseded values are not recommended for survey control.
 FJ1308
 FJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1308.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1308
 FJ1308_MARKER: DS = TRIANGULATION STATION DISK
 FJ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1308_STAMPING: PERKINS 1954
 FJ1308_MARK LOGO: CGS
 FJ1308_PROJECTION: RECESSED 30 CENTIMETERS
 FJ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1308+STABILITY: SURFACE MOTION
 FJ1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1308+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 FJ1308
 FJ1308  HISTORY     - Date     Condition        Report By
 FJ1308  HISTORY     - 1954     MONUMENTED       CGS
 FJ1308  HISTORY     - 1970     GOOD             OKDH
 FJ1308  HISTORY     - 20101209 GOOD             INDIV
 FJ1308  HISTORY     - 20191211 MARK NOT FOUND   MCA
 FJ1308
 FJ1308                          STATION DESCRIPTION
 FJ1308
 FJ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1308'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A CULTIVATED
 FJ1308'FIELD OWNED BY MR. J.H. CLARK.  IT IS 5 MILES WEST-SOUTHWEST
 FJ1308'OF RIPLEY AND 2.5 MILES EAST-NORTHEAST OF PERKINS.  IT IS
 FJ1308'IN THE SE 1/4 OF THE SW 1/4 OF SEC. 33, T. 18 N., R 3 E.
 FJ1308'
 FJ1308'REACHED FROM THE POST OFFICE IN PERKINS BY GOING NORTH ON
 FJ1308'STATE HIGHWAY 40 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY
 FJ1308'33.  GO EAST ON HIGHWAY 33 FOR 2.05 MILE TO THE AZIMUTH MARK
 FJ1308'ON THE LEFT.  CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 0.4 MILE TO
 FJ1308'A SIDE ROAD LEFT AND BENCH MARK 11-H3-TT IN A CONCRETE CULVERT
 FJ1308'IN THE NORTHEAST ANGLE.  TURN LEFT, NORTH, AND GO 0.05 MILE TO
 FJ1308'THE STATION ON THE LEFT.
 FJ1308'
 FJ1308'THE STATION MARK IS 36 FEET WEST OF THE APPROXIMATE CENTER
 FJ1308'OF A GRADED ROAD, 17 FEET SOUTHWEST OF A FENCE CORNER-POST
 FJ1308'AND WITNESS POST, AND 9 FEET SOUTH OF A FENCE.  THE MARK IS 12
 FJ1308'INCHES BELOW THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 FJ1308'PERKINS 1954.
 FJ1308'
 FJ1308'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 66 FEET NORTH
 FJ1308'OF THE NORTHEAST CORNER OF MR. CLARKS FARMHOUSE, 55 FEET WEST OF
 FJ1308'THE APPROXIMATE CENTER OF THE GRADED ROAD, AND PROJECTS 3
 FJ1308'INCHES.  THE DISK IS STAMPED PERKINS NO 1 1954.
 FJ1308'
 FJ1308'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 188 FEET WEST OF
 FJ1308'THE APPROXIMATE CENTER OF THE GRADED ROAD, 1 FOOT SOUTH OF THE
 FJ1308'FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED PERKINS NO 2
 FJ1308'1954.
 FJ1308'
 FJ1308'BENCH MARK 11-H3-TT-1939, SOUTH OF THE STATION, IS 20 FEET NORTH
 FJ1308'OF THE CENTER LINE OF HIGHWAY 33 AND 17 FEET EAST OF THE
 FJ1308'APPROXIMATE CENTER OF THE GRADED ROAD.  IT IS A STATE CONSERVATION
 FJ1308'COMMISSION DISK SET IN A DRILL HOLE IN THE CONCRETE CULVERT,
 FJ1308'AND STAMPED 11-H3-TT-1939.
 FJ1308'
 FJ1308'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE WEST OF THE STATION, IS
 FJ1308'35 FEET NORTH OF THE CENTER LINE OF HIGHWAY 33, 3 FEET EAST OF A
 FJ1308'WITNESS POST, 2 FEET EAST OF A TELEPHONE POLE, AND PROJECTS
 FJ1308'6 INCHES.  THE DISK IS STAMPED PERKINS 1954.
 FJ1308'
 FJ1308'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FJ1308
 FJ1308                          STATION RECOVERY (1970)
 FJ1308
 FJ1308'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (RNS)
 FJ1308'PERKINS IN GOOD CONDITION, HAS NOT BEEN DISTRUBED.
 FJ1308'
 FJ1308'THE STA. MONUMENT AND REFERENCES WERE IN GOOD CONDITION AND EASILY
 FJ1308'RECOVERED FROM THE PUBLISHED DESCRIPTIONS.  GOOD CONDITION.
 FJ1308
 FJ1308                          STATION RECOVERY (2010)
 FJ1308
 FJ1308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 FJ1308'RECOVERED AS DESCRIBED
 FJ1308
 FJ1308                          STATION RECOVERY (2019)
 FJ1308
 FJ1308'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ1308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0835 ***********************************************************************
 FJ0835  DESIGNATION -  PERKINS MUNICIPAL TANK
 FJ0835  PID         -  FJ0835
 FJ0835  STATE/COUNTY-  OK/PAYNE
 FJ0835  COUNTRY     -  US
 FJ0835  USGS QUAD   -  PERKINS (2018)
 FJ0835
 FJ0835                         *CURRENT SURVEY CONTROL
 FJ0835  ______________________________________________________________________
 FJ0835* NAD 83(1993) POSITION- 35 58 28.35648(N) 097 01 59.88265(W)   ADJUSTED
 FJ0835  ______________________________________________________________________
 FJ0835  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 FJ0835  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 FJ0835  HORZ ORDER      -  THIRD
 FJ0835
 FJ0835.The horizontal coordinates were established by classical geodetic methods
 FJ0835.and adjusted by the National Geodetic Survey in November 1994.
 FJ0835
 FJ0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0835.GEOID18 height accuracy estimate available here.
 FJ0835
 FJ0835.Click photographs - Photos may exist for this station.
 FJ0835
 FJ0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0835
 FJ0835. The following values were computed from the NAD 83(1993) position.
 FJ0835
 FJ0835;                    North         East     Units Scale Factor Converg.
 FJ0835;SPC OK N     -   108,562.137   687,183.466   MT  0.99995105   +0 34 13.8
 FJ0835;SPC OK N     -   356,174.28  2,254,534.42   sFT  0.99995105   +0 34 13.8
 FJ0835;UTM  14      - 3,982,913.090   677,321.764   MT  0.99998745   +1 09 20.1
 FJ0835
 FJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7732182913(NAD 83)
 FJ0835
 FJ0835                          SUPERSEDED SURVEY CONTROL
 FJ0835
 FJ0835  NAD 83(1986)-  35 58 28.36666(N)    097 01 59.86527(W) AD(       ) 3
 FJ0835  NAD 27      -  35 58 28.16466(N)    097 01 58.75987(W) AD(       ) 3
 FJ0835
 FJ0835.Superseded values are not recommended for survey control.
 FJ0835
 FJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0835.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0835
 FJ0835_MARKER: 53 = ELEVATED TANK
 FJ0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0835+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 FJ0835
 FJ0835  HISTORY     - Date     Condition        Report By
 FJ0835  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0835  HISTORY     - 20040819 GOOD             USPSQD
 FJ0835  HISTORY     - 20191211 GOOD             MCA
 FJ0835
 FJ0835                          STATION DESCRIPTION
 FJ0835
 FJ0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0835'THE STATION IS THE BALL ATOP A SILVER COLORED METAL TANK
 FJ0835'AT THE REAR OF THE FIRE HOUSE, AT THE NORTH EDGE OF THE
 FJ0835'BUSINESS DISTRICT IN PERKINS.  THE TANK IS ELEVATED BY A FOUR
 FJ0835'LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY 110 FEET
 FJ0835'HIGH.
 FJ0835
 FJ0835                          STATION RECOVERY (2004)
 FJ0835
 FJ0835'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 FJ0835'RECOVERED IN GOOD CONDITION.
 FJ0835
 FJ0835                          STATION RECOVERY (2019)
 FJ0835
 FJ0835'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ0835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1036 ***********************************************************************
 GH1036  DESIGNATION -  PERRPORT
 GH1036  PID         -  GH1036
 GH1036  STATE/COUNTY-  OK/NOBLE
 GH1036  COUNTRY     -  US
 GH1036  USGS QUAD   -  CERES (2018)
 GH1036
 GH1036                         *CURRENT SURVEY CONTROL
 GH1036  ______________________________________________________________________
 GH1036* NAD 83(1993) POSITION- 36 23 02.80559(N) 097 16 39.23132(W)   ADJUSTED
 GH1036* NAD 83(1993) ELLIP HT-   273.954 (meters)        (11/28/94)   ADJUSTED
 GH1036* NAVD 88 ORTHO HEIGHT -   302.5   (meters)      992.    (feet) VERTCON3
 GH1036  ______________________________________________________________________
 GH1036  GEOID HEIGHT    -        -28.474 (meters)                     GEOID18
 GH1036  NAD 83(1993) X  -   -651,248.814 (meters)                     COMP
 GH1036  NAD 83(1993) Y  - -5,099,635.591 (meters)                     COMP
 GH1036  NAD 83(1993) Z  -  3,762,751.973 (meters)                     COMP
 GH1036  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 GH1036  HORZ ORDER      -  SECOND
 GH1036  ELLP ORDER      -  FIFTH     CLASS I
 GH1036
 GH1036.This mark is at Perry Airport (F22)
 GH1036
 GH1036.The horizontal coordinates were established by GPS observations
 GH1036.and adjusted by the National Geodetic Survey in November 1994.
 GH1036
 GH1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1036
 GH1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1036.GEOID18 height accuracy estimate available here.
 GH1036
 GH1036.Click photographs - Photos may exist for this station.
 GH1036
 GH1036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1036
 GH1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1036
 GH1036.The ellipsoidal height was determined by GPS observations
 GH1036.and is referenced to NAD 83.
 GH1036
 GH1036. The following values were computed from the NAD 83(1993) position.
 GH1036
 GH1036;                    North         East     Units Scale Factor Converg.
 GH1036;SPC OK N     -   153,813.613   664,816.455   MT  0.99995253   +0 25 34.8
 GH1036;SPC OK N     -   504,636.83  2,181,151.99   sFT  0.99995253   +0 25 34.8
 GH1036;UTM  14      - 4,027,931.260   654,489.691   MT  0.99989407   +1 01 19.0
 GH1036
 GH1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1036!SPC OK N     -   0.99995701  x   0.99995253  =   0.99990954
 GH1036!UTM  14      -   0.99995701  x   0.99989407  =   0.99985108
 GH1036
 GH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5448927931(NAD 83)
 GH1036
 GH1036                          SUPERSEDED SURVEY CONTROL
 GH1036
 GH1036  NAD 83(1986)-  36 23 02.81292(N)    097 16 39.22078(W) AD(       ) 2
 GH1036  NGVD 29 (11/30/89)  302.3    (m)  RAPSU86  model used  GPS OBS        
 GH1036
 GH1036.Superseded values are not recommended for survey control.
 GH1036
 GH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1036.See file dsdata.pdf to determine how the superseded data were derived.
 GH1036
 GH1036_MARKER: I = METAL ROD
 GH1036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1036_STAMPING: PERRPORT 1989
 GH1036_MARK LOGO: NGS
 GH1036_PROJECTION: FLUSH
 GH1036_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1036+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 GH1036_ROD/PIPE-DEPTH: 4.8 meters
 GH1036_SLEEVE-DEPTH  : 1.0 meters
 GH1036
 GH1036  HISTORY     - Date     Condition        Report By
 GH1036  HISTORY     - 1989     MONUMENTED       NGS
 GH1036  HISTORY     - 20060817 GOOD             OKDOT
 GH1036
 GH1036                          STATION DESCRIPTION
 GH1036
 GH1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GH1036'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) NORTH OF PERRY, AT THE
 GH1036'PERRY MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF THE MIDDLE ONE OF
 GH1036'THREE GRASS STRIPS BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 GH1036'OWNERSHIP---CITY OF PERRY, C/O AIRPORT MANAGER BOB NEU, CITY HALL,
 GH1036'PERRY OK 73077.  PHONE (405) 336-4001.
 GH1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 77 IN
 GH1036'NORTH PERRY, GO NORTHERLY FOR 10.6 KM (6.60 MI) ON HIGHWAY 77 TO A
 GH1036'PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.3 KM (0.20 MI) ON THE
 GH1036'AIRPORT ENTRANCE ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GH1036'NORTHEAST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A PARALLEL
 GH1036'TAXIWAY.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE PARALLEL
 GH1036'TAXIWAY TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.1
 GH1036'KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST
 GH1036'BEFORE REACHING THE RUNWAY.
 GH1036'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GH1036'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.8 METERS IN A GREASE
 GH1036'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GH1036'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GH1036'27.2 M (89.2 FT) NORTHWEST FROM THE JUNCTION OF THE CENTER OF A
 GH1036'CONNECTING TAXIWAY AND THE WEST EDGE OF THE RUNWAY, 20.4 M (66.9 FT)
 GH1036'WEST FROM THE WEST EDGE OF THE RUNWAY, AND 11.8 M (38.7 FT) NORTH FROM
 GH1036'THE NORTH EDGE OF A CONNECTING TAXIWAY.
 GH1036'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 GH1036
 GH1036                          STATION RECOVERY (2006)
 GH1036
 GH1036'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH1036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1037 ***********************************************************************
 GH1037  DESIGNATION -  PERRPORT AZ MK
 GH1037  PID         -  GH1037
 GH1037  STATE/COUNTY-  OK/NOBLE
 GH1037  COUNTRY     -  US
 GH1037  USGS QUAD   -  CERES (2018)
 GH1037
 GH1037                         *CURRENT SURVEY CONTROL
 GH1037  ______________________________________________________________________
 GH1037* NAD 83(1993) POSITION- 36 23 22.24879(N) 097 16 43.91344(W)   ADJUSTED
 GH1037* NAD 83(1993) ELLIP HT-   269.075 (meters)        (11/28/94)   ADJUSTED
 GH1037* NAVD 88 ORTHO HEIGHT -   297.8   (meters)      977.    (feet) VERTCON3
 GH1037  ______________________________________________________________________
 GH1037  GEOID HEIGHT    -        -28.480 (meters)                     GEOID18
 GH1037  NAD 83(1993) X  -   -651,319.028 (meters)                     COMP
 GH1037  NAD 83(1993) Y  - -5,099,264.226 (meters)                     COMP
 GH1037  NAD 83(1993) Z  -  3,763,231.567 (meters)                     COMP
 GH1037  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 GH1037  HORZ ORDER      -  SECOND
 GH1037  ELLP ORDER      -  FIFTH     CLASS I
 GH1037
 GH1037.This mark is at Perry Airport (F22)
 GH1037
 GH1037.The horizontal coordinates were established by GPS observations
 GH1037.and adjusted by the National Geodetic Survey in November 1994.
 GH1037
 GH1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1037
 GH1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1037.GEOID18 height accuracy estimate available here.
 GH1037
 GH1037.Click photographs - Photos may exist for this station.
 GH1037
 GH1037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1037
 GH1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1037
 GH1037.The ellipsoidal height was determined by GPS observations
 GH1037.and is referenced to NAD 83.
 GH1037
 GH1037. The following values were computed from the NAD 83(1993) position.
 GH1037
 GH1037;                    North         East     Units Scale Factor Converg.
 GH1037;SPC OK N     -   154,412.017   664,695.318   MT  0.99995289   +0 25 32.1
 GH1037;SPC OK N     -   506,600.09  2,180,754.56   sFT  0.99995289   +0 25 32.1
 GH1037;UTM  14      - 4,028,528.337   654,362.347   MT  0.99989358   +1 01 16.7
 GH1037
 GH1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1037!SPC OK N     -   0.99995777  x   0.99995289  =   0.99991066
 GH1037!UTM  14      -   0.99995777  x   0.99989358  =   0.99985136
 GH1037
 GH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5436228528(NAD 83)
 GH1037
 GH1037                          SUPERSEDED SURVEY CONTROL
 GH1037
 GH1037  NAD 83(1986)-  36 23 22.25461(N)    097 16 43.90289(W) AD(       ) 2
 GH1037  NGVD 29 (11/30/89)  297.7    (m)  RAPSU86  model used  GPS OBS        
 GH1037
 GH1037.Superseded values are not recommended for survey control.
 GH1037
 GH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1037.See file dsdata.pdf to determine how the superseded data were derived.
 GH1037
 GH1037_MARKER: I = METAL ROD
 GH1037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1037_STAMPING: PERRPORT AZ MK 1989
 GH1037_MARK LOGO: NGS
 GH1037_PROJECTION: FLUSH
 GH1037_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1037+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GH1037_ROD/PIPE-DEPTH: 5.4 meters
 GH1037_SLEEVE-DEPTH  : 1.0 meters
 GH1037
 GH1037  HISTORY     - Date     Condition        Report By
 GH1037  HISTORY     - 1989     MONUMENTED       NGS
 GH1037
 GH1037                          STATION DESCRIPTION
 GH1037
 GH1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GH1037'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) NORTH OF PERRY, AT THE
 GH1037'PERRY MUNICIPAL AIRPORT, IN THE NORTHWEST CORNER OF THE MIDDLE ONE OF
 GH1037'THREE GRASS STRIPS BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 GH1037'OWNERSHIP---CITY OF PERRY, C/O AIRPORT MANAGER BOB NEU, CITY HALL,
 GH1037'PERRY OK 73077.  PHONE (405) 336-4001.
 GH1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 77 IN
 GH1037'NORTH PERRY, GO NORTHERLY FOR 10.6 KM (6.60 MI) ON HIGHWAY 77 TO A
 GH1037'PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.3 KM (0.20 MI) ON THE
 GH1037'AIRPORT ENTRANCE ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GH1037'NORTHEAST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A PARALLEL
 GH1037'TAXIWAY.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE PARALLEL
 GH1037'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE REACHING AN ABANDONED
 GH1037'RUNWAY.
 GH1037'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GH1037'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.4 METERS IN A GREASE
 GH1037'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GH1037'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GH1037'38.8 M (127.3 FT) SOUTH-SOUTHEAST FROM THE JUNCTION OF THE SOUTHWEST
 GH1037'EDGE OF AN ABANDONED RUNWAY AND THE EAST EDGE OF THE PARALLEL TAXIWAY,
 GH1037'20.8 M (68.2 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF AN ABANDONED
 GH1037'RUNWAY, AND 8.6 M (28.2 FT) EAST FROM THE EAST EDGE OF THE PARALLEL
 GH1037'TAXIWAY.
 GH1037'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0936 ***********************************************************************
 FJ0936  DESIGNATION -  PERRY
 FJ0936  PID         -  FJ0936
 FJ0936  STATE/COUNTY-  OK/MCCLAIN
 FJ0936  COUNTRY     -  US
 FJ0936  USGS QUAD   -  WASHINGTON (2018)
 FJ0936
 FJ0936                         *CURRENT SURVEY CONTROL
 FJ0936  ______________________________________________________________________
 FJ0936* NAD 83(1993) POSITION- 35 05 11.29410(N) 097 24 23.11027(W)   ADJUSTED
 FJ0936* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 FJ0936  ______________________________________________________________________
 FJ0936  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 FJ0936  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 FJ0936  HORZ ORDER      -  THIRD
 FJ0936
 FJ0936.The horizontal coordinates were established by classical geodetic methods
 FJ0936.and adjusted by the National Geodetic Survey in November 1994.
 FJ0936
 FJ0936.The orthometric height was scaled from a topographic map.
 FJ0936
 FJ0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0936.GEOID18 height accuracy estimate available here.
 FJ0936
 FJ0936.Click photographs - Photos may exist for this station.
 FJ0936
 FJ0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0936
 FJ0936. The following values were computed from the NAD 83(1993) position.
 FJ0936
 FJ0936;                    North         East     Units Scale Factor Converg.
 FJ0936;SPC OK S     -   194,627.215   654,128.105   MT  0.99997427   +0 20 12.9
 FJ0936;SPC OK S     -   638,539.45  2,146,085.29   sFT  0.99997427   +0 20 12.9
 FJ0936;UTM  14      - 3,883,793.813   645,270.120   MT  0.99986009   +0 54 58.2
 FJ0936
 FJ0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0936!SPC OK S     -   0.99994745  x   0.99997427  =   0.99992172
 FJ0936!UTM  14      -   0.99994745  x   0.99986009  =   0.99980754
 FJ0936
 FJ0936:                Primary Azimuth Mark                     Grid Az
 FJ0936:SPC OK S     -  PERRY AZ MK                              178 31 21.3
 FJ0936:UTM  14      -  PERRY AZ MK                              177 56 36.0
 FJ0936
 FJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4527083793(NAD 83)
 FJ0936
 FJ0936|---------------------------------------------------------------------|
 FJ0936| PID    Reference Object                     Distance      Geod. Az  |
 FJ0936|                                                           dddmmss.s |
 FJ0936| CL5970 PERRY RM 1                            6.232 METERS 04858     |
 FJ0936| CL5969 PERRY AZ MK                                        1785134.2 |
 FJ0936| CL5971 PERRY RM 2                            6.149 METERS 31308     |
 FJ0936|---------------------------------------------------------------------|
 FJ0936
 FJ0936                          SUPERSEDED SURVEY CONTROL
 FJ0936
 FJ0936  NAD 83(1986)-  35 05 11.29966(N)    097 24 23.09463(W) AD(       ) 3
 FJ0936  NAD 27      -  35 05 11.05163(N)    097 24 21.98824(W) AD(       ) 3
 FJ0936
 FJ0936.Superseded values are not recommended for survey control.
 FJ0936
 FJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0936.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0936
 FJ0936_MARKER: DS = TRIANGULATION STATION DISK
 FJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0936_STAMPING: PERRY 1957
 FJ0936_MARK LOGO: CGS
 FJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0936+STABILITY: SURFACE MOTION
 FJ0936
 FJ0936  HISTORY     - Date     Condition        Report By
 FJ0936  HISTORY     - 1957     MONUMENTED       CGS
 FJ0936
 FJ0936                          STATION DESCRIPTION
 FJ0936
 FJ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0936'STATION IS ABOUT 10 MILES SOUTH-SOUTHEAST OF NORMAN, 5 MILES
 FJ0936'NORTHWEST OF PURCELL, IN PASTURE LAND, AT THE NORTH END
 FJ0936'OF A HIGH BLUFF OVERLOOKING THE SOUTH CANADIAN RIVER TO
 FJ0936'THE NORTH, ON LAND OWNED BY W.W. MARCUM WHO LIVES ABOUT
 FJ0936'300 FEET SOUTHEAST OF THE STATION AND IN THE NORTHEAST CORNER
 FJ0936'OF SECTION 16, T 7 N, R 2 W.
 FJ0936'
 FJ0936'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 FJ0936'74 IN PURCELL, GO NORTH, WEST AND NORTH ON HIGHWAY 74 FOR
 FJ0936'5.2 MILES TO A DIAGONAL CROSSROADS AT A CHURCH ON THE RIGHT,
 FJ0936'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO A STORE
 FJ0936'ON THE RIGHT, CONTINUE NORTH 1.15 MILES TO THE AZIMUTH MARK
 FJ0936'ON THE RIGHT AT A TELEPHONE POLE.  CONTINUE NORTH FOR 0.2
 FJ0936'MILE TO THE FARM HOUSE AND THE STATION.
 FJ0936'
 FJ0936'STATION MARKS ARE STANDARD DISKS, STAMPED PERRY 1957.  THE
 FJ0936'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0936'6 INCHES.  IT IS 226 FEET NORTH OF A TRANSFORMER POLE, 133
 FJ0936'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 FJ0936'BLOCK MILK HOUSE, 143 FEET NORTH OF THE CORNER OF A FENCE
 FJ0936'SURROUNDING THE FARM HOUSE, 57 FEET NORTHWEST OF THE CENTER
 FJ0936'OF A DRIVEWAY AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  A WHITE
 FJ0936'WITNESS POST WAS SET 3 FEET WEST OF THE MARK.  THE UNDERGROUND
 FJ0936'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 FJ0936'THE GROUND SURFACE.
 FJ0936'
 FJ0936'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PERRY NO 1
 FJ0936'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6
 FJ0936'INCHES.  IT IS 243 FEET NORTH OF THE TRANSFORMER POLE, 153
 FJ0936'FEET NORTH OF THE FENCE CORNER, 122 FEET NORTHWEST OF THE
 FJ0936'NORTHWEST CORNER OF THE MILK HOUSE, 14 FEET NORTH OF THE
 FJ0936'FENCE AND ABOUT 18 INCHES LOWER THAN THE STATION.
 FJ0936'
 FJ0936'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PERRY NO 2
 FJ0936'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6
 FJ0936'INCHES.  IT IS 241 FEET NORTH OF THE TRANSFORMER POLE, 158
 FJ0936'FEET NORTH OF THE FENCE CORNER, 151 FEET WEST-NORTHWEST OF
 FJ0936'THE NORTHWEST CORNER OF THE MILK HOUSE, 15 FEET NORTH OF
 FJ0936'THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 FJ0936'
 FJ0936'AZIMUTH MARK IS A STANDARD DISK, STAMPED PERRY 1957, SET
 FJ0936'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 FJ0936'IS 283 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, 268 FEET
 FJ0936'NORTH-NORTHEAST OF A POWERLINE POLE NUMBERED 5-A-410, 107
 FJ0936'FEET SOUTHEAST OF A POWERLINE POLE, (NO NUMBER) 15 FEET EAST
 FJ0936'OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF THE TELEPHONE
 FJ0936'POLE.  A WHITE WITNESS POST WAS SET 1 FOOT SOUTHWEST OF
 FJ0936'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0752 ***********************************************************************
 GH0752  DESIGNATION -  PERRY
 GH0752  PID         -  GH0752
 GH0752  STATE/COUNTY-  OK/NOBLE
 GH0752  COUNTRY     -  US
 GH0752  USGS QUAD   -  PERRY (2018)
 GH0752
 GH0752                         *CURRENT SURVEY CONTROL
 GH0752  ______________________________________________________________________
 GH0752* NAD 83(1993) POSITION- 36 15 39.03208(N) 097 16 55.28308(W)   ADJUSTED
 GH0752* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 GH0752  ______________________________________________________________________
 GH0752  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 GH0752  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GH0752  HORZ ORDER      -  SECOND
 GH0752
 GH0752.The horizontal coordinates were established by classical geodetic methods
 GH0752.and adjusted by the National Geodetic Survey in November 1994.
 GH0752
 GH0752.The orthometric height was scaled from a topographic map.
 GH0752
 GH0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0752.GEOID18 height accuracy estimate available here.
 GH0752
 GH0752.Click photographs - Photos may exist for this station.
 GH0752
 GH0752.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0752
 GH0752. The following values were computed from the NAD 83(1993) position.
 GH0752
 GH0752;                    North         East     Units Scale Factor Converg.
 GH0752;SPC OK N     -   140,133.013   664,517.570   MT  0.99994673   +0 25 25.4
 GH0752;SPC OK N     -   459,753.06  2,180,171.39   sFT  0.99994673   +0 25 25.4
 GH0752;UTM  14      - 4,014,249.055   654,332.683   MT  0.99989348   +1 00 58.7
 GH0752
 GH0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0752!SPC OK N     -   0.99994463  x   0.99994673  =   0.99989136
 GH0752!UTM  14      -   0.99994463  x   0.99989348  =   0.99983811
 GH0752
 GH0752:                Primary Azimuth Mark                     Grid Az
 GH0752:SPC OK N     -  PERRY AZ MK                              002 44 12.9
 GH0752:UTM  14      -  PERRY AZ MK                              002 08 39.6
 GH0752
 GH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5433214249(NAD 83)
 GH0752
 GH0752|---------------------------------------------------------------------|
 GH0752| PID    Reference Object                     Distance      Geod. Az  |
 GH0752|                                                           dddmmss.s |
 GH0752| CL5966 PERRY AZ MK                                        0030938.3 |
 GH0752| GH0731 FORT WORTH KANS CITY AWY BN 22      APPROX.29.1 KM 1993003.7 |
 GH0752| CL5967 PERRY RM 1                           25.129 METERS 25050     |
 GH0752| GH0742 PERRY CATHOLIC CHURCH SPIRE         APPROX. 3.1 KM 3425546.5 |
 GH0752| CL5968 PERRY RM 2                           25.589 METERS 34824     |
 GH0752| GH0749 PERRY SOUTH MUNICIPAL TANK          APPROX. 2.5 KM 3515719.7 |
 GH0752| GH0750 FORT WORTH KANS CITY AWY BN 25      APPROX. 5.8 KM 3592402.2 |
 GH0752|---------------------------------------------------------------------|
 GH0752
 GH0752                          SUPERSEDED SURVEY CONTROL
 GH0752
 GH0752  NAD 83(1986)-  36 15 39.04155(N)    097 16 55.26939(W) AD(       ) 2
 GH0752  NAD 27      -  36 15 38.89400(N)    097 16 54.11700(W) AD(       ) 2
 GH0752
 GH0752.Superseded values are not recommended for survey control.
 GH0752
 GH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0752.See file dsdata.pdf to determine how the superseded data were derived.
 GH0752
 GH0752_MARKER: DS = TRIANGULATION STATION DISK
 GH0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0752_STAMPING: PERRY 1938
 GH0752_MARK LOGO: CGS
 GH0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0752+STABILITY: SURFACE MOTION
 GH0752
 GH0752  HISTORY     - Date     Condition        Report By
 GH0752  HISTORY     - 1938     MONUMENTED       CGS
 GH0752  HISTORY     - 1977     GOOD             OKDH
 GH0752  HISTORY     - 20140412 MARK NOT FOUND   GEOCAC
 GH0752
 GH0752                          STATION DESCRIPTION
 GH0752
 GH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0752'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF PERRY NEAR THE
 GH0752'SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SEC. 26, T. 21 N.,
 GH0752'R. 1 W.  IT IS ON THE SPUR OF A RIDGE OVERLOOKING PERRY.  THE
 GH0752'RIDGE RISES SHARPLY FROM THE NORTH AND SLIGHTLY FROM THE
 GH0752'SOUTH.  IT IS ABOUT 0.5 MILE SOUTHWEST OF PERRY LAKE, NEAR
 GH0752'THE SOUTHWEST CORNER OF PERRY STATE PARK, 46 PACES EAST OF
 GH0752'A ROCK FENCE AND 27 PACES NORTH OF ANOTHER ROCK FENCE.
 GH0752'
 GH0752'TO REACH FROM THE RAILROAD CROSSING IN PERRY, GO EAST ON U.S.
 GH0752'HIGHWAY 64 FOR 0.1 MILE TO EAST END OF SMALL BRIDGE AND A
 GH0752'SIGN COUNTY ROUTE 5, THENCE RIGHT (SOUTH) 1.7 MILES TO TOP
 GH0752'OF RIDGE AND SOUTHWEST CORNER OF PERRY STATE PARK AND STATION.
 GH0752'
 GH0752'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0752'BRONZE DISKS IN CONCRETE.
 GH0752'
 GH0752'AZIMUTH MARK IS ABOUT 0.75 MILE NORTH OF THE STATION, ON THE
 GH0752'EAST SIDE OF COUNTY HIGHWAY 5, IN THE CORNER OF A ROCK FENCE
 GH0752'AND A WIRE FENCE.
 GH0752'
 GH0752'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH0752
 GH0752                          STATION RECOVERY (1977)
 GH0752
 GH0752'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1977 (JRP)
 GH0752'PERRY 1938 RECOVERED IN GOOD CONDITION.
 GH0752'
 GH0752'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTH OF PERRY,
 GH0752'OKLA.
 GH0752
 GH0752                          STATION RECOVERY (2014)
 GH0752
 GH0752'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0752'THE ROCK FENCE HAS BEEN REMOVED.  THE STATION AND BOTH REFERENCE MARKS
 GH0752'WERE NOT FOUND AFTER A VISUAL SEARCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0739 ***********************************************************************
 GH0739  DESIGNATION -  PERRY AIRPORT
 GH0739  PID         -  GH0739
 GH0739  STATE/COUNTY-  OK/NOBLE
 GH0739  COUNTRY     -  US
 GH0739  USGS QUAD   -  CERES (2018)
 GH0739
 GH0739                         *CURRENT SURVEY CONTROL
 GH0739  ______________________________________________________________________
 GH0739* NAD 83(1993) POSITION- 36 23 01.07631(N) 097 16 46.84983(W)   ADJUSTED
 GH0739* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0739  ______________________________________________________________________
 GH0739  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 GH0739  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 GH0739  HORZ ORDER      -  THIRD
 GH0739
 GH0739.This mark is at Perry Airport (F22)
 GH0739
 GH0739.The horizontal coordinates were established by classical geodetic methods
 GH0739.and adjusted by the National Geodetic Survey in November 1994.
 GH0739
 GH0739.The orthometric height was scaled from a topographic map.
 GH0739
 GH0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0739.GEOID18 height accuracy estimate available here.
 GH0739
 GH0739.Click photographs - Photos may exist for this station.
 GH0739
 GH0739.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0739
 GH0739. The following values were computed from the NAD 83(1993) position.
 GH0739
 GH0739;                    North         East     Units Scale Factor Converg.
 GH0739;SPC OK N     -   153,758.903   664,626.985   MT  0.99995250   +0 25 30.3
 GH0739;SPC OK N     -   504,457.33  2,180,530.37   sFT  0.99995250   +0 25 30.3
 GH0739;UTM  14      - 4,027,874.587   654,300.812   MT  0.99989335   +1 01 14.4
 GH0739
 GH0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0739!SPC OK N     -   0.99995548  x   0.99995250  =   0.99990799
 GH0739!UTM  14      -   0.99995548  x   0.99989335  =   0.99984884
 GH0739
 GH0739:                Primary Azimuth Mark                     Grid Az
 GH0739:SPC OK N     -  PERRY AIRPORT AZ MK                      202 16 05.7
 GH0739:UTM  14      -  PERRY AIRPORT AZ MK                      201 40 21.6
 GH0739
 GH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5430027874(NAD 83)
 GH0739
 GH0739|---------------------------------------------------------------------|
 GH0739| PID    Reference Object                     Distance      Geod. Az  |
 GH0739|                                                           dddmmss.s |
 GH0739| CL5973 PERRY AIRPORT RM 1                   38.188 METERS 06157     |
 GH0739| CL5974 PERRY AIRPORT RM 2                   29.530 METERS 15909     |
 GH0739| CL5972 PERRY AIRPORT AZ MK                                2024136.0 |
 GH0739| GH0740 AIRPORT BCN PERRY MUN APT 1963        0.091 METERS 26937     |
 GH0739|---------------------------------------------------------------------|
 GH0739
 GH0739                          SUPERSEDED SURVEY CONTROL
 GH0739
 GH0739  NAD 83(1986)-  36 23 01.08647(N)    097 16 46.83691(W) AD(       ) 3
 GH0739  NAD 27      -  36 23 00.94180(N)    097 16 45.68702(W) AD(       ) 3
 GH0739
 GH0739.Superseded values are not recommended for survey control.
 GH0739
 GH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0739.See file dsdata.pdf to determine how the superseded data were derived.
 GH0739
 GH0739_MARKER: DS = TRIANGULATION STATION DISK
 GH0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0739_STAMPING: PERRY AIRPORT 1963
 GH0739_MARK LOGO: CGS
 GH0739_PROJECTION: FLUSH
 GH0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0739+STABILITY: SURFACE MOTION
 GH0739
 GH0739  HISTORY     - Date     Condition        Report By
 GH0739  HISTORY     - 1963     MONUMENTED       CGS
 GH0739
 GH0739                          STATION DESCRIPTION
 GH0739
 GH0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0739'STATION IS ON THE PERRY MUNICIPAL AIRPORT, ABOUT 14 MILES
 GH0739'SOUTHWEST OF MARLAND, 13-1/2 MILES SOUTHEAST OF BILLINGS,
 GH0739'7 MILES NORTH OF PERRY AND NEAR THE CENTER OF THE AIR BEACON.
 GH0739'
 GH0739'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 64 IN
 GH0739'THE NORTHEAST PART OF PERRY, GO NORTH ON U.S. HIGHWAY 77
 GH0739'FOR 5.9 MILES TO A CROSS ROAD AND THE AZIMUTH MARK ON THE
 GH0739'LEFT.  CONTINUE AHEAD, NORTH, ON THE HIGHWAY FOR 0.5 MILE
 GH0739'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON PAVED
 GH0739'ROAD FOR 0.15 MILE TO THE AIR BEACON ON THE RIGHT AND STATION.
 GH0739'
 GH0739'STATION MARK IS A STANDARD DISK, STAMPED PERRY AIRPORT 1963,
 GH0739'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0739'THE GROUND SURFACE.  IT IS 123 FEET NORTHWEST OF THE NORTHWEST
 GH0739'CORNER OF THE CENTER ONE OF THREE HANGERS, 114 FEET SOUTH
 GH0739'CENTERLINE OF THE PAVED ROAD, 62 FEET SOUTHWEST OF THE SOUTHWEST
 GH0739'CORNER OF THE NORTH ONE OF THREE HANGERS AND NEAR THE DETERMINED
 GH0739'CENTER OF THE BEACON TOWER.
 GH0739'
 GH0739'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PERRY AIRPORT
 GH0739'NO 1 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER
 GH0739'OF THE FOUNDATION OF THE NORTH HANGER.  IT IS 140 FEET NORTH
 GH0739'OF THE NORTHWEST CORNER OF THE CENTER HANGER, 87 FEET WEST
 GH0739'OF THE CENTERLINE OF A NORTH-SOUTH TAXI STRIP, 58 FEET SOUTH
 GH0739'OF THE CENTERLINE OF THE PAVED ROAD AND ABOUT 2 FEET LOWER
 GH0739'THAN THE STATION.
 GH0739'
 GH0739'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PERRY AIRPORT
 GH0739'NO 2 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0739'FLUSH WITH THE GROUND.  IT IS 67 FEET SOUTHWEST OF THE SOUTHWEST
 GH0739'CORNER OF THE NORTH HANGER, 60.5 FEET WEST OF THE NORTHWEST
 GH0739'CORNER OF THE CENTER HANGER, 3 FEET NORTH OF A POWERLINE
 GH0739'POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0739'
 GH0739'AZIMUTH MARK IS A STANDARD DISK, STAMPED PERRY AIRPORT 1963,
 GH0739'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0739'2 INCHES.  IT IS 187 FEET WEST OF THE CENTERLINE OF U.S.
 GH0739'HIGHWAY 77, 94 FEET EAST OF A FENCE CORNER, 83 FEET NORTH
 GH0739'OF THE NORTHWEST CORNER OF A CHURCH, 40 FEET SOUTH OF THE
 GH0739'CENTERLINE OF A GRAVELED ROAD, 4 FEET WEST OF A POWERLINE
 GH0739'POLE AND 2 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0742 ***********************************************************************
 GH0742  DESIGNATION -  PERRY CATHOLIC CHURCH SPIRE
 GH0742  PID         -  GH0742
 GH0742  STATE/COUNTY-  OK/NOBLE
 GH0742  COUNTRY     -  US
 GH0742  USGS QUAD   -  PERRY (2018)
 GH0742
 GH0742                         *CURRENT SURVEY CONTROL
 GH0742  ______________________________________________________________________
 GH0742* NAD 83(1993) POSITION- 36 17 14.88655(N) 097 17 31.64101(W)   ADJUSTED
 GH0742  ______________________________________________________________________
 GH0742  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 GH0742  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 GH0742  HORZ ORDER      -  THIRD
 GH0742
 GH0742.The horizontal coordinates were established by classical geodetic methods
 GH0742.and adjusted by the National Geodetic Survey in November 1994.
 GH0742
 GH0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0742.GEOID18 height accuracy estimate available here.
 GH0742
 GH0742.Click photographs - Photos may exist for this station.
 GH0742
 GH0742.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0742
 GH0742. The following values were computed from the NAD 83(1993) position.
 GH0742
 GH0742;                    North         East     Units Scale Factor Converg.
 GH0742;SPC OK N     -   143,080.671   663,588.509   MT  0.99994759   +0 25 03.9
 GH0742;SPC OK N     -   469,423.83  2,177,123.30   sFT  0.99994759   +0 25 03.9
 GH0742;UTM  14      - 4,017,186.778   653,373.222   MT  0.99988984   +1 00 39.5
 GH0742
 GH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5337317186(NAD 83)
 GH0742
 GH0742                          SUPERSEDED SURVEY CONTROL
 GH0742
 GH0742  NAD 83(1986)-  36 17 14.89625(N)    097 17 31.62743(W) AD(       ) 3
 GH0742  NAD 27      -  36 17 14.74785(N)    097 17 30.45865(W) AD(       ) 3
 GH0742
 GH0742.Superseded values are not recommended for survey control.
 GH0742
 GH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0742.See file dsdata.pdf to determine how the superseded data were derived.
 GH0742
 GH0742_MARKER: 90 = CHURCH SPIRE
 GH0742
 GH0742  HISTORY     - Date     Condition        Report By
 GH0742  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0742
 GH0742                          STATION DESCRIPTION
 GH0742
 GH0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0742'THE STATION IS THE CENTER OF THE TOP OF A 100 FEET HIGH, SPIRE,
 GH0742'LOCATED NEAR THE CENTER OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DG9769 ***********************************************************************
 DG9769  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9769  DESIGNATION -  PERRY CORS ARP
 DG9769  CORS_ID     -  OKPR
 DG9769  PID         -  DG9769
 DG9769  STATE/COUNTY-  OK/NOBLE
 DG9769  COUNTRY     -  US
 DG9769  USGS QUAD   -  PERRY (2018)
 DG9769
 DG9769                         *CURRENT SURVEY CONTROL
 DG9769  ______________________________________________________________________
 DG9769* NAD 83(2011) POSITION- 36 16 34.46458(N) 097 19 17.97570(W)   ADJUSTED
 DG9769* NAD 83(2011) ELLIP HT-   326.297 (meters)        (04/??/25)   ADJUSTED
 DG9769* NAD 83(2011) EPOCH   -  2010.00
 DG9769  ______________________________________________________________________
 DG9769  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 DG9769  NAD 83(2011) X  -   -656,082.532 (meters)                     COMP
 DG9769  NAD 83(2011) Y  - -5,106,208.733 (meters)                     COMP
 DG9769  NAD 83(2011) Z  -  3,753,139.232 (meters)                     COMP
 DG9769
 DG9769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9769  Standards:
 DG9769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9769  -------------------------------------------------------------------
 DG9769  NETWORK    0.17   0.25           0.07   0.07   0.13     -0.47531600
 DG9769  -------------------------------------------------------------------
 DG9769
 DG9769.The coordinates were established by GPS observations
 DG9769.and adjusted by the National Geodetic Survey in April 2025.
 DG9769
 DG9769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9769.been affixed to the stable North American Tectonic Plate. 
 DG9769
 DG9769.The coordinates are valid at the epoch date displayed above
 DG9769.which is a decimal equivalence of Year/Month/Day.
 DG9769
 DG9769.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9769.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9769.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9769.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9769.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9769.published epoch of 2010.00.
 DG9769
 DG9769.Additional information on MYCS is available at:
 DG9769.https://geodesy.noaa.gov/CORS/index.shtml
 DG9769
 DG9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9769.GEOID18 height accuracy estimate available here.
 DG9769
 DG9769.The PID for the CORS L1 Phase Center is DR1477.
 DG9769
 DG9769.Click photographs - Photos may exist for this station.
 DG9769
 DG9769.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9769
 DG9769.The ellipsoidal height was determined by GPS observations
 DG9769.and is referenced to NAD 83.
 DG9769
 DG9769. The following values were computed from the NAD 83(2011) position.
 DG9769
 DG9769;                    North         East     Units Scale Factor Converg.
 DG9769;SPC OK N     -   141,815.882   660,943.917   MT  0.99994720   +0 24 01.2
 DG9769;SPC OK N     -   465,274.27  2,168,446.83   sFT  0.99994720   +0 24 01.2
 DG9769;UTM  14      - 4,015,894.764   650,742.028   MT  0.99987998   +0 59 35.6
 DG9769
 DG9769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9769!SPC OK N     -   0.99994879  x   0.99994720  =   0.99989599
 DG9769!UTM  14      -   0.99994879  x   0.99987998  =   0.99982878
 DG9769
 DG9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5074215894(NAD 83)
 DG9769
 DG9769                          SUPERSEDED SURVEY CONTROL
 DG9769
 DG9769  NAD 83(2011)-  36 16 34.46471(N)    097 19 17.97568(W) AD(2010.00) c
 DG9769  ELLIP H (07/??/22)  326.270  (m)                       GP(2010.00) c c
 DG9769  NAD 83(2011)-  36 16 34.46471(N)    097 19 17.97568(W) AD(2010.00) c
 DG9769  ELLIP H (05/??/21)  326.291  (m)                       GP(2010.00) c c
 DG9769  NAD 83(2011)-  36 16 34.46474(N)    097 19 17.97569(W) AD(2010.00) c
 DG9769  ELLIP H (06/??/19)  326.308  (m)                       GP(2010.00) c c
 DG9769  NAD 83(2011)-  36 16 34.46474(N)    097 19 17.97563(W) AD(2010.00) c
 DG9769  ELLIP H (08/??/11)  326.304  (m)                       GP(2010.00) c c
 DG9769  NAD 83(CORS)-  36 16 34.46428(N)    097 19 17.97610(W) AD(2002.00) c
 DG9769  ELLIP H (04/??/05)  326.298  (m)                       GP(2002.00) c c
 DG9769
 DG9769.Superseded values are not recommended for survey control.
 DG9769
 DG9769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9769.See file dsdata.pdf to determine how the superseded data were derived.
 DG9769
 DG9769_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9769
 DG9769                          STATION DESCRIPTION
 DG9769
 DG9769'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9769'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9769'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9769'AND LOG FILES ACCESSIBLE AT:
 DG9769'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0746 ***********************************************************************
 GH0746  DESIGNATION -  PERRY ELLIOT CONSTR RAD MAST
 GH0746  PID         -  GH0746
 GH0746  STATE/COUNTY-  OK/NOBLE
 GH0746  COUNTRY     -  US
 GH0746  USGS QUAD   -  PERRY (2018)
 GH0746
 GH0746                         *CURRENT SURVEY CONTROL
 GH0746  ______________________________________________________________________
 GH0746* NAD 83(1993) POSITION- 36 17 53.75923(N) 097 16 52.46144(W)   ADJUSTED
 GH0746  ______________________________________________________________________
 GH0746  GEOID HEIGHT    -        -28.356 (meters)                     GEOID18
 GH0746  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 GH0746  HORZ ORDER      -  THIRD
 GH0746
 GH0746.The horizontal coordinates were established by classical geodetic methods
 GH0746.and adjusted by the National Geodetic Survey in November 1994.
 GH0746
 GH0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0746.GEOID18 height accuracy estimate available here.
 GH0746
 GH0746.Click photographs - Photos may exist for this station.
 GH0746
 GH0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0746
 GH0746. The following values were computed from the NAD 83(1993) position.
 GH0746
 GH0746;                    North         East     Units Scale Factor Converg.
 GH0746;SPC OK N     -   144,285.948   664,557.258   MT  0.99994801   +0 25 27.0
 GH0746;SPC OK N     -   473,378.15  2,180,301.60   sFT  0.99994801   +0 25 27.0
 GH0746;UTM  14      - 4,018,401.955   654,329.384   MT  0.99989346   +1 01 03.7
 GH0746
 GH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5432918401(NAD 83)
 GH0746
 GH0746                          SUPERSEDED SURVEY CONTROL
 GH0746
 GH0746  NAD 83(1986)-  36 17 53.76901(N)    097 16 52.44803(W) AD(       ) 3
 GH0746  NAD 27      -  36 17 53.62561(N)    097 16 51.29060(W) AD(       ) 3
 GH0746
 GH0746.Superseded values are not recommended for survey control.
 GH0746
 GH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0746.See file dsdata.pdf to determine how the superseded data were derived.
 GH0746
 GH0746_MARKER: 42 = RADIO/TV MAST
 GH0746
 GH0746  HISTORY     - Date     Condition        Report By
 GH0746  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0746
 GH0746                          STATION DESCRIPTION
 GH0746
 GH0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0746'THE STATION IS THE CENTER OF THE TOP OF A 350 FEET HIGH, STEEL
 GH0746'MAST, LOCATED ABOUT 1 MILE NORTH OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0741 ***********************************************************************
 GH0741  DESIGNATION -  PERRY FARMERS COOP ELEVATOR
 GH0741  PID         -  GH0741
 GH0741  STATE/COUNTY-  OK/NOBLE
 GH0741  COUNTRY     -  US
 GH0741  USGS QUAD   -  PERRY (2018)
 GH0741
 GH0741                         *CURRENT SURVEY CONTROL
 GH0741  ______________________________________________________________________
 GH0741* NAD 83(1993) POSITION- 36 17 04.33059(N) 097 17 35.95240(W)   ADJUSTED
 GH0741  ______________________________________________________________________
 GH0741  GEOID HEIGHT    -        -28.330 (meters)                     GEOID18
 GH0741  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 GH0741  HORZ ORDER      -  THIRD
 GH0741
 GH0741.The horizontal coordinates were established by classical geodetic methods
 GH0741.and adjusted by the National Geodetic Survey in November 1994.
 GH0741
 GH0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0741.GEOID18 height accuracy estimate available here.
 GH0741
 GH0741.Click photographs - Photos may exist for this station.
 GH0741
 GH0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0741
 GH0741. The following values were computed from the NAD 83(1993) position.
 GH0741
 GH0741;                    North         East     Units Scale Factor Converg.
 GH0741;SPC OK N     -   142,754.542   663,483.298   MT  0.99994749   +0 25 01.4
 GH0741;SPC OK N     -   468,353.86  2,176,778.12   sFT  0.99994749   +0 25 01.4
 GH0741;UTM  14      - 4,016,859.596   653,271.399   MT  0.99988945   +1 00 36.7
 GH0741
 GH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5327116859(NAD 83)
 GH0741
 GH0741                          SUPERSEDED SURVEY CONTROL
 GH0741
 GH0741  NAD 83(1986)-  36 17 04.34027(N)    097 17 35.93884(W) AD(       ) 3
 GH0741  NAD 27      -  36 17 04.18972(N)    097 17 34.77423(W) AD(       ) 3
 GH0741
 GH0741.Superseded values are not recommended for survey control.
 GH0741
 GH0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0741.See file dsdata.pdf to determine how the superseded data were derived.
 GH0741
 GH0741_MARKER: 65 = GRAIN ELEVATOR
 GH0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0741+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GH0741
 GH0741  HISTORY     - Date     Condition        Report By
 GH0741  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0741  HISTORY     - 20030709 GOOD             USPSQD
 GH0741
 GH0741                          STATION DESCRIPTION
 GH0741
 GH0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0741'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 165
 GH0741'FEET HIGH ELEVATOR, LOCATED ABOUT 1/2 MILE SOUTHEAST OF PERRY.
 GH0741
 GH0741                          STATION RECOVERY (2003)
 GH0741
 GH0741'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 GH0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0744 ***********************************************************************
 GH0744  DESIGNATION -  PERRY HALIBURTON CONSTR RADIO
 GH0744  PID         -  GH0744
 GH0744  STATE/COUNTY-  OK/NOBLE
 GH0744  COUNTRY     -  US
 GH0744  USGS QUAD   -  PERRY (2018)
 GH0744
 GH0744                         *CURRENT SURVEY CONTROL
 GH0744  ______________________________________________________________________
 GH0744* NAD 83(1993) POSITION- 36 18 46.27336(N) 097 16 35.22460(W)   ADJUSTED
 GH0744  ______________________________________________________________________
 GH0744  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 GH0744  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 GH0744  HORZ ORDER      -  THIRD
 GH0744
 GH0744.The horizontal coordinates were established by classical geodetic methods
 GH0744.and adjusted by the National Geodetic Survey in November 1994.
 GH0744
 GH0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0744.GEOID18 height accuracy estimate available here.
 GH0744
 GH0744.Click photographs - Photos may exist for this station.
 GH0744
 GH0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0744
 GH0744. The following values were computed from the NAD 83(1993) position.
 GH0744
 GH0744;                    North         East     Units Scale Factor Converg.
 GH0744;SPC OK N     -   145,907.685   664,975.235   MT  0.99994862   +0 25 37.2
 GH0744;SPC OK N     -   478,698.80  2,181,672.92   sFT  0.99994862   +0 25 37.2
 GH0744;UTM  14      - 4,020,027.847   654,730.512   MT  0.99989499   +1 01 15.2
 GH0744
 GH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5473020027(NAD 83)
 GH0744
 GH0744                          SUPERSEDED SURVEY CONTROL
 GH0744
 GH0744  NAD 83(1986)-  36 18 46.28313(N)    097 16 35.21141(W) AD(       ) 3
 GH0744  NAD 27      -  36 18 46.14453(N)    097 16 34.03914(W) AD(       ) 3
 GH0744
 GH0744.Superseded values are not recommended for survey control.
 GH0744
 GH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0744.See file dsdata.pdf to determine how the superseded data were derived.
 GH0744
 GH0744_MARKER: 42 = RADIO/TV MAST
 GH0744
 GH0744  HISTORY     - Date     Condition        Report By
 GH0744  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0744
 GH0744                          STATION DESCRIPTION
 GH0744
 GH0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0744'THE STATION IS THE CENTER OF THE TOP OF A 150 FEET HIGH, STEEL
 GH0744'MAST, LOCATED ABOUT 2 MILES NORTH OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0754 ***********************************************************************
 GH0754  DESIGNATION -  PERRY MICROWAVE RELAY MAST
 GH0754  PID         -  GH0754
 GH0754  STATE/COUNTY-  OK/NOBLE
 GH0754  COUNTRY     -  US
 GH0754  USGS QUAD   -  PERRY (2018)
 GH0754
 GH0754                         *CURRENT SURVEY CONTROL
 GH0754  ______________________________________________________________________
 GH0754* NAD 83(1993) POSITION- 36 15 36.50813(N) 097 16 59.92949(W)   ADJUSTED
 GH0754  ______________________________________________________________________
 GH0754  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GH0754  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GH0754  HORZ ORDER      -  THIRD
 GH0754
 GH0754.The horizontal coordinates were established by classical geodetic methods
 GH0754.and adjusted by the National Geodetic Survey in November 1994.
 GH0754
 GH0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0754.GEOID18 height accuracy estimate available here.
 GH0754
 GH0754.Click photographs - Photos may exist for this station.
 GH0754
 GH0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0754
 GH0754. The following values were computed from the NAD 83(1993) position.
 GH0754
 GH0754;                    North         East     Units Scale Factor Converg.
 GH0754;SPC OK N     -   140,054.366   664,402.166   MT  0.99994671   +0 25 22.6
 GH0754;SPC OK N     -   459,495.03  2,179,792.77   sFT  0.99994671   +0 25 22.6
 GH0754;UTM  14      - 4,014,169.223   654,218.106   MT  0.99989304   +1 00 55.9
 GH0754
 GH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5421814169(NAD 83)
 GH0754
 GH0754                          SUPERSEDED SURVEY CONTROL
 GH0754
 GH0754  NAD 83(1986)-  36 15 36.51782(N)    097 16 59.91568(W) AD(       ) 3
 GH0754  NAD 27      -  36 15 36.37146(N)    097 16 58.76383(W) AD(       ) 3
 GH0754
 GH0754.Superseded values are not recommended for survey control.
 GH0754
 GH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0754.See file dsdata.pdf to determine how the superseded data were derived.
 GH0754
 GH0754_MARKER: 44 = MICROWAVE MAST
 GH0754
 GH0754  HISTORY     - Date     Condition        Report By
 GH0754  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0754
 GH0754                          STATION DESCRIPTION
 GH0754
 GH0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0754'THE STATION IS THE CENTER OF THE TOP OF A 100 FEET HIGH, STEEL
 GH0754'MAST, LOCATED ABOUT 2 MILES SOUTH OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0748 ***********************************************************************
 GH0748  DESIGNATION -  PERRY MONROE CONSTR RAD MAST
 GH0748  PID         -  GH0748
 GH0748  STATE/COUNTY-  OK/NOBLE
 GH0748  COUNTRY     -  US
 GH0748  USGS QUAD   -  PERRY (2018)
 GH0748
 GH0748                         *CURRENT SURVEY CONTROL
 GH0748  ______________________________________________________________________
 GH0748* NAD 83(1993) POSITION- 36 16 23.85876(N) 097 19 28.55510(W)   ADJUSTED
 GH0748  ______________________________________________________________________
 GH0748  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GH0748  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 GH0748  HORZ ORDER      -  THIRD
 GH0748
 GH0748.The horizontal coordinates were established by classical geodetic methods
 GH0748.and adjusted by the National Geodetic Survey in November 1994.
 GH0748
 GH0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0748.GEOID18 height accuracy estimate available here.
 GH0748
 GH0748.Click photographs - Photos may exist for this station.
 GH0748
 GH0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0748
 GH0748. The following values were computed from the NAD 83(1993) position.
 GH0748
 GH0748;                    North         East     Units Scale Factor Converg.
 GH0748;SPC OK N     -   141,487.159   660,682.173   MT  0.99994711   +0 23 54.9
 GH0748;SPC OK N     -   464,195.79  2,167,588.10   sFT  0.99994711   +0 23 54.9
 GH0748;UTM  14      - 4,015,563.373   650,483.717   MT  0.99987902   +0 59 29.1
 GH0748
 GH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5048315563(NAD 83)
 GH0748
 GH0748                          SUPERSEDED SURVEY CONTROL
 GH0748
 GH0748  NAD 83(1986)-  36 16 23.86817(N)    097 19 28.54154(W) AD(       ) 3
 GH0748  NAD 27      -  36 16 23.72743(N)    097 19 27.38822(W) AD(       ) 3
 GH0748
 GH0748.Superseded values are not recommended for survey control.
 GH0748
 GH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0748.See file dsdata.pdf to determine how the superseded data were derived.
 GH0748
 GH0748_MARKER: 42 = RADIO/TV MAST
 GH0748
 GH0748  HISTORY     - Date     Condition        Report By
 GH0748  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0748
 GH0748                          STATION DESCRIPTION
 GH0748
 GH0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0748'THE STATION IS THE CENTER OF THE TOP OF A 350 FEET HIGH, STEEL
 GH0748'MAST, LOCATED ABOUT 2-1/2 MILES WEST OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0753 ***********************************************************************
 GH0753  DESIGNATION -  PERRY NORTH MUNICIPAL TANK
 GH0753  PID         -  GH0753
 GH0753  STATE/COUNTY-  OK/NOBLE
 GH0753  COUNTRY     -  US
 GH0753  USGS QUAD   -  PERRY (2018)
 GH0753
 GH0753                         *CURRENT SURVEY CONTROL
 GH0753  ______________________________________________________________________
 GH0753* NAD 83(1993) POSITION- 36 17 41.32591(N) 097 17 50.71284(W)   ADJUSTED
 GH0753  ______________________________________________________________________
 GH0753  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 GH0753  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 GH0753  HORZ ORDER      -  THIRD
 GH0753
 GH0753.The horizontal coordinates were established by classical geodetic methods
 GH0753.and adjusted by the National Geodetic Survey in November 1994.
 GH0753
 GH0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0753.GEOID18 height accuracy estimate available here.
 GH0753
 GH0753.Click photographs - Photos may exist for this station.
 GH0753
 GH0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0753
 GH0753. The following values were computed from the NAD 83(1993) position.
 GH0753
 GH0753;                    North         East     Units Scale Factor Converg.
 GH0753;SPC OK N     -   143,892.102   663,106.726   MT  0.99994787   +0 24 52.7
 GH0753;SPC OK N     -   472,086.00  2,175,542.65   sFT  0.99994787   +0 24 52.7
 GH0753;UTM  14      - 4,017,993.130   652,883.091   MT  0.99988799   +1 00 28.9
 GH0753
 GH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5288317993(NAD 83)
 GH0753
 GH0753                          SUPERSEDED SURVEY CONTROL
 GH0753
 GH0753  NAD 83(1986)-  36 17 41.33559(N)    097 17 50.69937(W) AD(       ) 3
 GH0753  NAD 27      -  36 17 41.19273(N)    097 17 49.54319(W) AD(       ) 3
 GH0753
 GH0753.Superseded values are not recommended for survey control.
 GH0753
 GH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0753.See file dsdata.pdf to determine how the superseded data were derived.
 GH0753
 GH0753_MARKER: 51 = TANK
 GH0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0753+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GH0753
 GH0753  HISTORY     - Date     Condition        Report By
 GH0753  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0753  HISTORY     - 20030709 GOOD             USPSQD
 GH0753
 GH0753                          STATION DESCRIPTION
 GH0753
 GH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0753'THE STATION IS THE CENTER OF THE TOP OF A 165 FOOT, OVAL
 GH0753'SHAPED, TANK, LOCATED ABOUT 3/4 OF A MILE NORTHWEST OF THE
 GH0753'CENTER OF PERRY.
 GH0753
 GH0753                          STATION RECOVERY (2003)
 GH0753
 GH0753'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 GH0753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0745 ***********************************************************************
 GH0745  DESIGNATION -  PERRY OKLA HWY DEPT RADIO MAST
 GH0745  PID         -  GH0745
 GH0745  STATE/COUNTY-  OK/NOBLE
 GH0745  COUNTRY     -  US
 GH0745  USGS QUAD   -  PERRY (2018)
 GH0745
 GH0745                         *CURRENT SURVEY CONTROL
 GH0745  ______________________________________________________________________
 GH0745* NAD 83(1993) POSITION- 36 15 35.78030(N) 097 16 53.91269(W)   ADJUSTED
 GH0745  ______________________________________________________________________
 GH0745  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GH0745  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GH0745  HORZ ORDER      -  THIRD
 GH0745
 GH0745.The horizontal coordinates were established by classical geodetic methods
 GH0745.and adjusted by the National Geodetic Survey in November 1994.
 GH0745
 GH0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0745.GEOID18 height accuracy estimate available here.
 GH0745
 GH0745.Click photographs - Photos may exist for this station.
 GH0745
 GH0745.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0745
 GH0745. The following values were computed from the NAD 83(1993) position.
 GH0745
 GH0745;                    North         East     Units Scale Factor Converg.
 GH0745;SPC OK N     -   140,033.043   664,552.517   MT  0.99994671   +0 25 26.2
 GH0745;SPC OK N     -   459,425.08  2,180,286.05   sFT  0.99994671   +0 25 26.2
 GH0745;UTM  14      - 4,014,149.458   654,368.661   MT  0.99989361   +1 00 59.5
 GH0745
 GH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5436814149(NAD 83)
 GH0745
 GH0745                          SUPERSEDED SURVEY CONTROL
 GH0745
 GH0745  NAD 83(1986)-  36 15 35.78995(N)    097 16 53.89890(W) AD(       ) 3
 GH0745  NAD 27      -  36 15 35.64403(N)    097 16 52.74751(W) AD(       ) 3
 GH0745
 GH0745.Superseded values are not recommended for survey control.
 GH0745
 GH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0745.See file dsdata.pdf to determine how the superseded data were derived.
 GH0745
 GH0745_MARKER: 42 = RADIO/TV MAST
 GH0745
 GH0745  HISTORY     - Date     Condition        Report By
 GH0745  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0745
 GH0745                          STATION DESCRIPTION
 GH0745
 GH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0745'THE STATION IS THE CENTER OF THE TOP OF A 350 FEET HIGH, STEEL
 GH0745'MAST, LOCATED ABOUT 2 MILES SOUTH OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0743 ***********************************************************************
 GH0743  DESIGNATION -  PERRY SMITH TRUCK SERV RAD MST
 GH0743  PID         -  GH0743
 GH0743  STATE/COUNTY-  OK/NOBLE
 GH0743  COUNTRY     -  US
 GH0743  USGS QUAD   -  PERRY (2018)
 GH0743
 GH0743                         *CURRENT SURVEY CONTROL
 GH0743  ______________________________________________________________________
 GH0743* NAD 83(1993) POSITION- 36 15 40.13770(N) 097 16 43.15797(W)   ADJUSTED
 GH0743  ______________________________________________________________________
 GH0743  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 GH0743  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 GH0743  HORZ ORDER      -  THIRD
 GH0743
 GH0743.The horizontal coordinates were established by classical geodetic methods
 GH0743.and adjusted by the National Geodetic Survey in November 1994.
 GH0743
 GH0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0743.GEOID18 height accuracy estimate available here.
 GH0743
 GH0743.Click photographs - Photos may exist for this station.
 GH0743
 GH0743.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0743
 GH0743. The following values were computed from the NAD 83(1993) position.
 GH0743
 GH0743;                    North         East     Units Scale Factor Converg.
 GH0743;SPC OK N     -   140,169.332   664,819.968   MT  0.99994674   +0 25 32.5
 GH0743;SPC OK N     -   459,872.22  2,181,163.51   sFT  0.99994674   +0 25 32.5
 GH0743;UTM  14      - 4,014,288.498   654,634.674   MT  0.99989463   +1 01 06.0
 GH0743
 GH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5463414288(NAD 83)
 GH0743
 GH0743                          SUPERSEDED SURVEY CONTROL
 GH0743
 GH0743  NAD 83(1986)-  36 15 40.14737(N)    097 16 43.14416(W) AD(       ) 3
 GH0743  NAD 27      -  36 15 40.00105(N)    097 16 41.99260(W) AD(       ) 3
 GH0743
 GH0743.Superseded values are not recommended for survey control.
 GH0743
 GH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0743.See file dsdata.pdf to determine how the superseded data were derived.
 GH0743
 GH0743_MARKER: 42 = RADIO/TV MAST
 GH0743
 GH0743  HISTORY     - Date     Condition        Report By
 GH0743  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0743
 GH0743                          STATION DESCRIPTION
 GH0743
 GH0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0743'THE STATION IS THE CENTER OF THE TOP OF A 150 FEET HIGH, STEEL
 GH0743'MAST, LOCATED ABOUT 2 MILES SOUTH OF PERRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0765 ***********************************************************************
 EL0765  DESIGNATION -  PETER
 EL0765  PID         -  EL0765
 EL0765  STATE/COUNTY-  OK/JOHNSTON
 EL0765  COUNTRY     -  US
 EL0765  USGS QUAD   -  CONNERVILLE SE (2018)
 EL0765
 EL0765                         *CURRENT SURVEY CONTROL
 EL0765  ______________________________________________________________________
 EL0765* NAD 83(1993) POSITION- 34 21 08.39581(N) 096 32 55.40993(W)   ADJUSTED
 EL0765* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 EL0765  ______________________________________________________________________
 EL0765  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 EL0765  LAPLACE CORR    -         -4.34  (seconds)                    DEFLEC18
 EL0765  HORZ ORDER      -  SECOND
 EL0765
 EL0765.The horizontal coordinates were established by classical geodetic methods
 EL0765.and adjusted by the National Geodetic Survey in November 1994.
 EL0765
 EL0765.The orthometric height was scaled from a topographic map.
 EL0765
 EL0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0765.GEOID18 height accuracy estimate available here.
 EL0765
 EL0765.Click photographs - Photos may exist for this station.
 EL0765
 EL0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0765
 EL0765. The following values were computed from the NAD 83(1993) position.
 EL0765
 EL0765;                    North         East     Units Scale Factor Converg.
 EL0765;SPC OK S     -   113,990.291   733,507.577   MT  0.99994409   +0 49 25.6
 EL0765;SPC OK S     -   373,983.15  2,406,516.11   sFT  0.99994409   +0 49 25.6
 EL0765;UTM  14      - 3,803,945.409   725,456.228   MT  1.00022660   +1 23 01.6
 EL0765
 EL0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0765!SPC OK S     -   0.99996215  x   0.99994409  =   0.99990624
 EL0765!UTM  14      -   0.99996215  x   1.00022660  =   1.00018874
 EL0765
 EL0765:                Primary Azimuth Mark                     Grid Az
 EL0765:SPC OK S     -  PETER AZ MK                              358 36 39.1
 EL0765:UTM  14      -  PETER AZ MK                              358 03 03.1
 EL0765
 EL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2545603945(NAD 83)
 EL0765
 EL0765|---------------------------------------------------------------------|
 EL0765| PID    Reference Object                     Distance      Geod. Az  |
 EL0765|                                                           dddmmss.s |
 EL0765| CY2806 PETER RM 1                           34.798 METERS 00413     |
 EL0765| CY2807 PETER RM 2                           28.179 METERS 22831     |
 EL0765| CY2805 PETER AZ MK                                        3592604.7 |
 EL0765|---------------------------------------------------------------------|
 EL0765
 EL0765                          SUPERSEDED SURVEY CONTROL
 EL0765
 EL0765  NAD 83(1986)-  34 21 08.40048(N)    096 32 55.40160(W) AD(       ) 2
 EL0765  NAD 27      -  34 21 08.06090(N)    096 32 54.40070(W) AD(       ) 2
 EL0765
 EL0765.Superseded values are not recommended for survey control.
 EL0765
 EL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0765.See file dsdata.pdf to determine how the superseded data were derived.
 EL0765
 EL0765_MARKER: DS = TRIANGULATION STATION DISK
 EL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0765_STAMPING: PETER 1955
 EL0765_MARK LOGO: CGS
 EL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0765+STABILITY: SURFACE MOTION
 EL0765
 EL0765  HISTORY     - Date     Condition        Report By
 EL0765  HISTORY     - 1955     MONUMENTED       CGS
 EL0765
 EL0765                          STATION DESCRIPTION
 EL0765
 EL0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0765'THE STATION IS ABOUT 8 MILES NORTH OF MILBURN, 7 MILES
 EL0765'WEST-SOUTHWEST OF WAPANUCKA AND 0.55 MILE SOUTH OF STATE
 EL0765'HIGHWAY 7.  IT IS 31 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 EL0765'9 FEET WEST OF A FENCE AND 9 FEET WEST OF A WITNESS POST.  IT
 EL0765'IS STAMPED PETER 1955 AND PROJECTS 1 INCH.
 EL0765'
 EL0765'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTER OF A GRAVELED
 EL0765'ROAD AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED PETER NO 1
 EL0765'1955 AND PROJECTS 4 INCHES.
 EL0765'
 EL0765'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF A
 EL0765'GRAVELED ROAD AND 1 FOOT EAST OF A FENCE.  IT IS STAMPED
 EL0765'PETER NO 2 1955 AND PROJECTS 4 INCHES.
 EL0765'
 EL0765'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF STATE
 EL0765'HIGHWAY 7 AND IS CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL
 EL0765'OF A CONCRETE CULVERT.  IT IS STAMPED PETER 1955.
 EL0765'
 EL0765'TO REACH THE STATION FROM THE POST OFFICE IN TISHOMINGO,
 EL0765'GO WEST 0.1 MILE TO STATE HIGHWAY 99.  TURN RIGHT AND GO
 EL0765'NORTH-NORTHEAST ON STATE 99 FOR 9.1 MILES TO THE JUNCTION
 EL0765'OF STATE HIGHWAYS 7 AND 99.  TURN RIGHT AND GO EAST ON STATE
 EL0765'7 FOR 4.95 MILE TO THE AZIMUTH MARK ON THE LEFT AND A SIDE
 EL0765'ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.55 MILE TO THE
 EL0765'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0835 ***********************************************************************
 GG0835  DESIGNATION -  PETROL
 GG0835  PID         -  GG0835
 GG0835  STATE/COUNTY-  OK/TULSA
 GG0835  COUNTRY     -  US
 GG0835  USGS QUAD   -  TULSA (2019)
 GG0835
 GG0835                         *CURRENT SURVEY CONTROL
 GG0835  ______________________________________________________________________
 GG0835* NAD 83(1993) POSITION- 36 08 00.49541(N) 095 56 06.58727(W)   ADJUSTED
 GG0835* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 GG0835  ______________________________________________________________________
 GG0835  GEOID HEIGHT    -        -28.965 (meters)                     GEOID18
 GG0835  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 GG0835  HORZ ORDER      -  FIRST
 GG0835
 GG0835.The horizontal coordinates were established by classical geodetic methods
 GG0835.and adjusted by the National Geodetic Survey in November 1994.
 GG0835
 GG0835.The orthometric height was scaled from a topographic map.
 GG0835
 GG0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0835.GEOID18 height accuracy estimate available here.
 GG0835
 GG0835.Click photographs - Photos may exist for this station.
 GG0835
 GG0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0835
 GG0835. The following values were computed from the NAD 83(1993) position.
 GG0835
 GG0835;                    North         East     Units Scale Factor Converg.
 GG0835;SPC OK N     -   127,737.990   785,834.965   MT  0.99994558   +1 13 06.8
 GG0835;SPC OK N     -   419,087.06  2,578,193.55   sFT  0.99994558   +1 13 06.8
 GG0835;UTM  15      - 4,002,743.878   235,871.722   MT  1.00045968   -1 43 54.4
 GG0835;UTM  14      - 4,003,104.595   775,800.649   MT  1.00053736   +1 48 30.2
 GG0835
 GG0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0835!SPC OK N     -   0.99996513  x   0.99994558  =   0.99991072
 GG0835!UTM  15      -   0.99996513  x   1.00045968  =   1.00042480
 GG0835!UTM  14      -   0.99996513  x   1.00053736  =   1.00050247
 GG0835
 GG0835:                Primary Azimuth Mark                     Grid Az
 GG0835:SPC OK N     -  VAN SYKE                                 253 46 12.8
 GG0835:UTM  15      -  VAN SYKE                                 256 43 14.0
 GG0835:UTM  14      -  VAN SYKE                                 253 10 49.4
 GG0835
 GG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3587102743(NAD 83)
 GG0835
 GG0835|---------------------------------------------------------------------|
 GG0835| PID    Reference Object                     Distance      Geod. Az  |
 GG0835|                                                           dddmmss.s |
 GG0835| GH0944 VAN SYKE                            APPROX. 9.2 KM 2545919.6 |
 GG0835| GH0943 TULSA RED TANK                      APPROX. 8.4 KM 2821911.6 |
 GG0835| GG0831 TULSA BOSTON AVE ME CHURCH          APPROX. 4.6 KM 2844208.4 |
 GG0835| GG0830 TULSA UNIV KENDALL HALL BELFRY      APPROX. 2.2 KM 3350629.6 |
 GG0835| CI1937 PETROL AZ MK                                       3515505.6 |
 GG0835|---------------------------------------------------------------------|
 GG0835
 GG0835                          SUPERSEDED SURVEY CONTROL
 GG0835
 GG0835  NAD 83(1986)-  36 08 00.51915(N)    095 56 06.57156(W) AD(       ) 1
 GG0835  NAD 27      -  36 08 00.18200(N)    095 56 05.60600(W) AD(       ) 1
 GG0835
 GG0835.Superseded values are not recommended for survey control.
 GG0835
 GG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0835.See file dsdata.pdf to determine how the superseded data were derived.
 GG0835
 GG0835_MARKER: DS = TRIANGULATION STATION DISK
 GG0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0835_STAMPING: PETROL 1938
 GG0835_MARK LOGO: CGS
 GG0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0835+STABILITY: SURFACE MOTION
 GG0835
 GG0835  HISTORY     - Date     Condition        Report By
 GG0835  HISTORY     - 1938     MONUMENTED       CGS
 GG0835  HISTORY     - 1954     GOOD             USGS
 GG0835  HISTORY     - 1960     GOOD             CGS
 GG0835  HISTORY     - 1974     GOOD             NGS
 GG0835  HISTORY     - 1985     GOOD             USPSQD
 GG0835  HISTORY     - 20091116 MARK NOT FOUND   AIRDAT
 GG0835
 GG0835                          STATION DESCRIPTION
 GG0835
 GG0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0835'ON THE PETROLEUM EXPOSITION GROUNDS AND TULSA COUNTY FAIRGROUNDS,
 GG0835'ABOUT 1.5 MILES SOUTH AND 3.0 MILES EAST OF THE TULSA POST
 GG0835'OFFICE, IN THE SOUTH SIDE CENTER OF THE SOUTHWEST QUARTER
 GG0835'OF SEC. 9, T. 19 N., R. 13 E., ABOUT 0.25 MILE EAST OF U.S.
 GG0835'HIGHWAY 64, 0.2 MILE SOUTHEAST OF THE MAIN FAIRGROUNDS
 GG0835'BUILDING AND 17 YARDS NORTH OF A PAVED ROAD ON THE HIGHEST
 GG0835'GROUND IN THAT VICINITY.
 GG0835'
 GG0835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0835'BRONZE DISKS SET IN CONCRETE.
 GG0835'
 GG0835'REFERENCE MARKS ARE ABOUT 30 FEET NORTH OF THE CENTER OF
 GG0835'PAVED ROAD TO THE SOUTHEAST AND SOUTHWEST OF THE STATION.
 GG0835'
 GG0835'AZIMUTH MARK IS IN THE FENCE CORNER IN THE SOUTHWEST CORNER
 GG0835'OF THE INTERSECTION OF TWO PAVED ROADS, ACROSS THE ROAD
 GG0835'WEST OF THE MAIN FAIRGROUNDS BUILDING AND ABOUT 0.2 MILE NORTH
 GG0835'OF THE STATION.
 GG0835'
 GG0835'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GG0835
 GG0835                          STATION RECOVERY (1954)
 GG0835
 GG0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GG0835'STATION FOUND IN GOOD CONDITION.
 GG0835
 GG0835                          STATION RECOVERY (1960)
 GG0835
 GG0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 GG0835'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 GG0835'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK AND REFERENCE
 GG0835'MARK 1 COULD NOT BE FOUND AND ARE BELIEVED TO BE LOST.  A
 GG0835'LARGE ELEVATED WATER TANK BELONGING TO THE CITY OF TULSA IS
 GG0835'95 FEET NORTHWEST OF THE STATION AND THE CITY OF TULSA
 GG0835'ANDERSON RESERVOIR, A LARGE CIRCULAR STEEL TANK RESTING ON
 GG0835'THE GROUND IS 75 FEET NORTHEAST OF THE STATION.
 GG0835
 GG0835                          STATION RECOVERY (1974)
 GG0835
 GG0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GG0835'STATION AND RM 2 RECOVERED AS DESCRIBED.
 GG0835
 GG0835                          STATION RECOVERY (1985)
 GG0835
 GG0835'RECOVERY NOTE BY US POWER SQUADRON 1985 (RSF)
 GG0835'RECOVERED IN GOOD CONDITION.
 GG0835
 GG0835                          STATION RECOVERY (2009)
 GG0835
 GG0835'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 GG0835'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0802 ***********************************************************************
 GH0802  DESIGNATION -  PHILLIPS
 GH0802  PID         -  GH0802
 GH0802  STATE/COUNTY-  OK/GARFIELD
 GH0802  COUNTRY     -  US
 GH0802  USGS QUAD   -  ENID EAST (2018)
 GH0802
 GH0802                         *CURRENT SURVEY CONTROL
 GH0802  ______________________________________________________________________
 GH0802* NAD 83(1993) POSITION- 36 23 52.26726(N) 097 50 34.33552(W)   ADJUSTED
 GH0802* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 GH0802  ______________________________________________________________________
 GH0802  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 GH0802  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 GH0802  HORZ ORDER      -  THIRD
 GH0802
 GH0802.The horizontal coordinates were established by classical geodetic methods
 GH0802.and adjusted by the National Geodetic Survey in November 1994.
 GH0802
 GH0802.The orthometric height was scaled from a topographic map.
 GH0802
 GH0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0802.GEOID18 height accuracy estimate available here.
 GH0802
 GH0802.Click photographs - Photos may exist for this station.
 GH0802
 GH0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0802
 GH0802. The following values were computed from the NAD 83(1993) position.
 GH0802
 GH0802;                    North         East     Units Scale Factor Converg.
 GH0802;SPC OK N     -   155,108.398   614,095.168   MT  0.99995347   +0 05 33.8
 GH0802;SPC OK N     -   508,884.80  2,014,743.90   sFT  0.99995347   +0 05 33.8
 GH0802;UTM  14      - 4,028,699.330   603,765.050   MT  0.99973266   +0 41 12.1
 GH0802
 GH0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0802!SPC OK N     -   0.99994580  x   0.99995347  =   0.99989927
 GH0802!UTM  14      -   0.99994580  x   0.99973266  =   0.99967848
 GH0802
 GH0802:                Primary Azimuth Mark                     Grid Az
 GH0802:SPC OK N     -  PHILLIPS AZ MK 2                         085 42 17.2
 GH0802:UTM  14      -  PHILLIPS AZ MK 2                         085 06 38.9
 GH0802
 GH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0376528699(NAD 83)
 GH0802
 GH0802|---------------------------------------------------------------------|
 GH0802| PID    Reference Object                     Distance      Geod. Az  |
 GH0802|                                                           dddmmss.s |
 GH0802| CL5979 PHILLIPS AZ MK 2                                   0854751.0 |
 GH0802| CL5978 PHILLIPS AZ MK                                     1072603.5 |
 GH0802| CL5980 PHILLIPS RM 1                        21.063 METERS 18142     |
 GH0802| CL5981 PHILLIPS RM 2                        17.648 METERS 28253     |
 GH0802|---------------------------------------------------------------------|
 GH0802
 GH0802                          SUPERSEDED SURVEY CONTROL
 GH0802
 GH0802  NAD 83(1986)-  36 23 52.27472(N)    097 50 34.32585(W) AD(       ) 3
 GH0802  NAD 27      -  36 23 52.15485(N)    097 50 33.11875(W) AD(       ) 3
 GH0802
 GH0802.Superseded values are not recommended for survey control.
 GH0802
 GH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0802.See file dsdata.pdf to determine how the superseded data were derived.
 GH0802
 GH0802_MARKER: DS = TRIANGULATION STATION DISK
 GH0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0802_STAMPING: PHILLIPS 1963
 GH0802_MARK LOGO: CGS
 GH0802_PROJECTION: FLUSH
 GH0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0802+STABILITY: SURFACE MOTION
 GH0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0802+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2010
 GH0802
 GH0802  HISTORY     - Date     Condition        Report By
 GH0802  HISTORY     - 1963     MONUMENTED       CGS
 GH0802  HISTORY     - 1967     GOOD             CGS
 GH0802  HISTORY     - 20101209 GOOD             INDIV
 GH0802
 GH0802                          STATION DESCRIPTION
 GH0802
 GH0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0802'THE STATION IS LOCATED IN THE EAST PART OF ENID, IN THE
 GH0802'SOUTHWEST ANGLE OF THE INTERSECTION OF SOUTH 25TH STREET
 GH0802'AND EAST RANDOLPH AVENUE AND ON PROPERTY OF THE PHILLIPS
 GH0802'UNIVERSITY.
 GH0802'
 GH0802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64
 GH0802'AND 81 AT THE SOUTHEAST CORNER OF THE SQUARE IN ENID, GO EAST,
 GH0802'ON U.S. HIGHWAY 64 AND EAST MAIN AVENUE FOR 2 MILES TO SOUTH
 GH0802'25TH STREET.  TURN LEFT AND GO NORTH ON SOUTH 25TH STREET
 GH0802'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 GH0802'
 GH0802'THE STATION MARK IS A STANDARD DISK, STAMPED PHILLIPS 1963, SET
 GH0802'IN THE TOP OF A 11-INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0802'GROUND SURFACE.  IT IS 46.6 FEET SOUTH OF THE CENTERLINE OF EAST
 GH0802'RANDOLPH AVENUE, 40 FEET WEST OF THE CENTERLINE OF SOUTH
 GH0802'25TH STREET, 30.5 FEET SOUTHWEST OF A POWER LINE POLE AND 21
 GH0802'FEET EAST OF A PARKING LOT CURB.
 GH0802'
 GH0802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PHILLIPS NO 1 1963,
 GH0802'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0802'GROUND SURFACE.  IT IS 115 FEET SOUTH OF THE CENTERLINE OF
 GH0802'EAST RANDOLPH AVENUE, 39 FEET WEST OF THE CENTERLINE OF
 GH0802'SOUTH 25TH STREET, 21 FEET EAST OF THE CURB AND ABOUT THE SAME
 GH0802'ELEVATION AS THE STATION.
 GH0802'
 GH0802'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PHILLIPS NO 2 1963,
 GH0802'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST FLUSH WITH
 GH0802'THE GROUND SURFACE.  IT IS 97 FEET WEST OF THE CENTERLINE OF
 GH0802'SOUTH 25TH STREET, 34 FEET SOUTH OF THE CENTERLINE OF EAST
 GH0802'RANDOLPH AVENUE, 10.4 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 GH0802'1 FOOT NORTH OF A CURB AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GH0802'
 GH0802'AZIMUTH MARK IS A STANDARD DISK, STAMPED PHILLIPS 1963, SET IN
 GH0802'THE TOP OF A 11-INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0802'GROUND SURFACE.  IT IS 53 FEET EAST OF THE CENTERLINE OF
 GH0802'NORTH 30TH STREET, 3.9 FEET SOUTH OF A POWER LINE POLE AND 2
 GH0802'FEET NORTH OF A WITNESS POST.
 GH0802'
 GH0802'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, ON EAST
 GH0802'RANDOLPH AVENUE FOR 0.3 MILE TO NORTH 30TH STREET.  TURN RIGHT
 GH0802'AND GO SOUTH ON NORTH 30TH STREET FOR 0.15 MILE TO THE MARK ON
 GH0802'THE LEFT.
 GH0802
 GH0802                          STATION RECOVERY (1967)
 GH0802
 GH0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GH0802'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 GH0802'WERE RECOVERED AS DESCRIBED IN THE 1963 DESCRIPTION AND
 GH0802'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT
 GH0802'WAS IN THE WAY OF HIGHWAY CONSTRUCTION AND THE MARK WAS MOVED.
 GH0802'THE TO REACH THE STATION WAS FOUND ADEQUATE.
 GH0802'
 GH0802'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK AND A NEW
 GH0802'TIE FOR THE STATION AND REFERENCE MARK NO. 1.
 GH0802'
 GH0802'STATION MARK IS 25 FEET NORTH-NORTHEAST OF A STORM FENCE AROUND
 GH0802'A RAIN GAGE.  MEASUREMENT FROM THE NORTHEAST CORNER.
 GH0802'
 GH0802'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE SOUTHEAST CORNER
 GH0802'OF THE STORM FENCE AROUND THE RAIN GAGE.
 GH0802'
 GH0802'AZIMUTH MARK, A STANDARD DISK STAMPED PHILLIPS 1963 AZ. 2 1967,
 GH0802'IS CEMENTED IN A DRILL HOLE IN A CURB.  IT IS 111 FEET WEST
 GH0802'OF THE CENTER OF 28TH STREET NORTH, 60.5 FEET SOUTH-SOUTHWEST
 GH0802'OF THE SOUTHEAST CORNER OF RESIDENCE AT 2718 RANDOLPH, 17
 GH0802'FEET NORTH OF THE CENTER OF RANDOLPH STREET, AND 7 FEET WEST
 GH0802'OF THE CENTER OF DRIVEWAY TO HOUSE.
 GH0802'
 GH0802'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST
 GH0802'RANDOLPH STREET FOR 0.2 MILE TO THE MARK ON THE LEFT.
 GH0802'
 GH0802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ENID.
 GH0802
 GH0802                          STATION RECOVERY (2010)
 GH0802
 GH0802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0802'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1080 ***********************************************************************
 FH1080  DESIGNATION -  PHILLIPS RESET
 FH1080  PID         -  FH1080
 FH1080  STATE/COUNTY-  OK/MUSKOGEE
 FH1080  COUNTRY     -  US
 FH1080  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH1080
 FH1080                         *CURRENT SURVEY CONTROL
 FH1080  ______________________________________________________________________
 FH1080* NAD 83(1993) POSITION- 35 45 30.47295(N) 095 19 13.15179(W)   ADJUSTED
 FH1080* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 FH1080  ______________________________________________________________________
 FH1080  GEOID HEIGHT    -        -29.442 (meters)                     GEOID18
 FH1080  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FH1080  HORZ ORDER      -  FIRST
 FH1080
 FH1080.The horizontal coordinates were established by classical geodetic methods
 FH1080.and adjusted by the National Geodetic Survey in November 1994.
 FH1080
 FH1080.The orthometric height was scaled from a topographic map.
 FH1080
 FH1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1080.GEOID18 height accuracy estimate available here.
 FH1080
 FH1080.Click photographs - Photos may exist for this station.
 FH1080
 FH1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1080
 FH1080. The following values were computed from the NAD 83(1993) position.
 FH1080
 FH1080;                    North         East     Units Scale Factor Converg.
 FH1080;SPC OK N     -    87,497.839   842,306.574   MT  0.99997073   +1 34 53.1
 FH1080;SPC OK N     -   287,065.83  2,763,467.48   sFT  0.99997073   +1 34 53.1
 FH1080;UTM  15      - 3,959,642.239   290,220.914   MT  1.00014231   -1 21 23.1
 FH1080
 FH1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1080!SPC OK N     -   0.99997259  x   0.99997073  =   0.99994332
 FH1080!UTM  15      -   0.99997259  x   1.00014231  =   1.00011489
 FH1080
 FH1080:                Primary Azimuth Mark                     Grid Az
 FH1080:SPC OK N     -  MUSKOGEE STA KBIX RADIO MAST             256 26 57.5
 FH1080:UTM  15      -  MUSKOGEE STA KBIX RADIO MAST             259 23 13.7
 FH1080
 FH1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9022059642(NAD 83)
 FH1080
 FH1080|---------------------------------------------------------------------|
 FH1080| PID    Reference Object                     Distance      Geod. Az  |
 FH1080|                                                           dddmmss.s |
 FH1080| CI1946 PHILLIPS RM 1                        19.400 METERS 02827     |
 FH1080| FH1062 MUSKOGEE STA KBIX RADIO MAST        APPROX. 4.6 KM 2580150.6 |
 FH1080| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX. 8.7 KM 2741455.6 |
 FH1080| CI1947 PHILLIPS RM 2                        22.220 METERS 28426     |
 FH1080| FH1082 MUSKOGEE BACONE COLLEGE SPIRE       APPROX. 2.5 KM 3265110.3 |
 FH1080| CI1945 PHILLIPS AZ MK                                     3350005.6 |
 FH1080|---------------------------------------------------------------------|
 FH1080
 FH1080                          SUPERSEDED SURVEY CONTROL
 FH1080
 FH1080  NAD 83(1986)-  35 45 30.49251(N)    095 19 13.13696(W) AD(       ) 1
 FH1080  NAD 27      -  35 45 30.13800(N)    095 19 12.25700(W) AD(       ) 1
 FH1080
 FH1080.Superseded values are not recommended for survey control.
 FH1080
 FH1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1080.See file dsdata.pdf to determine how the superseded data were derived.
 FH1080
 FH1080_MARKER: DH = HORIZONTAL CONTROL DISK
 FH1080_SETTING: 80 = SET IN A BOULDER
 FH1080_STAMPING: PHILLIPS 1940 1974
 FH1080_MARK LOGO: NGS
 FH1080_PROJECTION: RECESSED 15 CENTIMETERS
 FH1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1080+STABILITY: SURFACE MOTION
 FH1080
 FH1080  HISTORY     - Date     Condition        Report By
 FH1080  HISTORY     - 1974     MONUMENTED       NGS
 FH1080
 FH1080                          STATION DESCRIPTION
 FH1080
 FH1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FH1080'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FH1080'THE STATION MARK HAD BEEN DESTROYED WHEN THE TOP OF THE HILL HAD
 FH1080'BEEN GRADED DOWN AND THE AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY
 FH1080'CONSTRUCTION.  A NEW STATION MARK WAS SET IN ITS ORIGINAL
 FH1080'LOCATION BY THE ANGLE AND DISTANCE METHOD USING THE REFERENCE MARKS.
 FH1080'NO VISIBLE PLACE TO SET A NEW AZIMUTH MARK DUE TO OBSTRUCTIONS BY
 FH1080'TREES AND HOUSES.
 FH1080'
 FH1080'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 FH1080'
 FH1080'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF THE MAIN PART OF
 FH1080'MUSKOGEE, ON THE NORTH SIDE OF BONAVILLA DRIVE AND IN THE BACK YARD
 FH1080'ON PROPERTY OWNED BY DR. GARY EVANS.
 FH1080'
 FH1080'TO REACH THE STATION FROM THE POST OFFICE IN MUSKOGEE, GO EAST ON
 FH1080'W-OKMULGEE (WHICH CONTINUES TO E-OKMULGEE ST) FOR 2.25 MILES TO
 FH1080'N-YORK ST.  TURN LEFT AND GO NORTH ON N-YORK ST FOR 1.25 MILES TO
 FH1080'GIBSON STREET.  TURN RIGHT AND GO EAST ON GIBSON STREET FOR 0.7
 FH1080'MILE TO OKLAHOMA SCHOOL FOR BLIND ON THE LEFT.  CONTINUE EAST ON
 FH1080'GIBSON STREET FOR 0.3 MILE TO COUNTRY CLUB RD ON THE LEFT.  TURN
 FH1080'LEFT AND GO NORTH ON COUNTRY CLUB RD FOR 0.15 MILE TO BONAVILLA DR
 FH1080'ON THE RIGHT, BRICK FENCE WITH PILLARS AT ENTRANCE ONTO BONAVILLA
 FH1080'DR).  TURN RIGHT AND GO EASTERLY ON BONAVILLA DR FOR 0.2 MILE TO
 FH1080'DR. EVANS BRICK HOME ON THE LEFT AND THE STATION.
 FH1080'
 FH1080'THE STATION MARK IS A STANDARD DISK STAMPED PHILLIPS 1940 1974,
 FH1080'CEMENTED IN A DRILL HOLE IN BEDROCK 6 INCHES BELOW THE SURFACE OF
 FH1080'THE GROUND.  IT IS 31 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 FH1080'A SWIMMING POOL AND 16 FEET NORTH-NORTHEAST OF THE NORTHEAST
 FH1080'CORNER OF THE HOUSE.
 FH1080'
 FH1080'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PHILLIPS NO 1 1940,
 FH1080'CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 6 FOOT BOULDER AT POINT
 FH1080'WHERE THE HILL BREAKS SHARPLY NORTH, 70 FEET NORTHEAST OF THE
 FH1080'NORTHEAST CORNER OF THE SWIMMING POOL AND 4.5 FEET SOUTHEAST OF
 FH1080'AN 8-INCH ELM TREE, AND ABOUT 3 FEET LOWER THAN THE STATION.
 FH1080'
 FH1080'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PHILLIPS NO 2 1940,
 FH1080'CEMENTED IN A DRILL HOLE IN ABOUT A 4 FOOT SQUARE BOULDER ALONG THE
 FH1080'WEST SIDE OF THE SWIMMING POOL.  IT IS 41.3 FEET NORTH-NORTHEAST OF
 FH1080'FROM THE CENTER OF DOUBLE DOORS AT NORTH SIDE OF HOUSE AND 7 FEET
 FH1080'WEST OF THE NORTHWEST CORNER OF THE SWIMMING POOL AND ABOUT THE
 FH1080'SAME ELEVATION AS THE STATION.
 FH1080'
 FH1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE PART OF
 FH1080'MUSKOGEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0723 ***********************************************************************
 GG0723  DESIGNATION -  PICHER NORTH MUNICIPAL TANK
 GG0723  PID         -  GG0723
 GG0723  STATE/COUNTY-  OK/OTTAWA
 GG0723  COUNTRY     -  US
 GG0723  USGS QUAD   -  PICHER (2018)
 GG0723
 GG0723                         *CURRENT SURVEY CONTROL
 GG0723  ______________________________________________________________________
 GG0723* NAD 83(1997) POSITION- 36 59 05.44220(N) 094 49 48.45601(W)   ADJUSTED
 GG0723  ______________________________________________________________________
 GG0723  GEOID HEIGHT    -        -29.574 (meters)                     GEOID18
 GG0723  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 GG0723  HORZ ORDER      -  THIRD
 GG0723
 GG0723.The horizontal coordinates were established by classical geodetic methods
 GG0723.and adjusted by the National Geodetic Survey in October 1998.
 GG0723
 GG0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0723.GEOID18 height accuracy estimate available here.
 GG0723
 GG0723.Click photographs - Photos may exist for this station.
 GG0723
 GG0723.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0723
 GG0723. The following values were computed from the NAD 83(1997) position.
 GG0723
 GG0723;                    North         East     Units Scale Factor Converg.
 GG0723;SPC OK N     -   224,843.029   882,174.863   MT  1.00004709   +1 52 14.5
 GG0723;SPC OK N     -   737,672.50  2,894,268.70   sFT  1.00004709   +1 52 14.5
 GG0723;UTM  15      - 4,094,756.440   337,122.494   MT  0.99992682   -1 06 04.5
 GG0723
 GG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3712294756(NAD 83)
 GG0723
 GG0723                          SUPERSEDED SURVEY CONTROL
 GG0723
 GG0723  NAD 83(1993)-  36 59 05.44848(N)    094 49 48.45695(W) AD(       ) 3
 GG0723  NAD 83(1986)-  36 59 05.45840(N)    094 49 48.44949(W) AD(       ) 3
 GG0723  NAD 27      -  36 59 05.24563(N)    094 49 47.61381(W) AD(       ) 3
 GG0723
 GG0723.Superseded values are not recommended for survey control.
 GG0723
 GG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0723.See file dsdata.pdf to determine how the superseded data were derived.
 GG0723
 GG0723_MARKER: 53 = ELEVATED TANK
 GG0723
 GG0723  HISTORY     - Date     Condition        Report By
 GG0723  HISTORY     - 1935     FIRST OBSERVED   CGS
 GG0723  HISTORY     - 1961     GOOD             CGS
 GG0723
 GG0723                          STATION DESCRIPTION
 GG0723
 GG0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 GG0723'THIS INTERSECTION STATION IS THE CENTER OF THE PICHER MUNICIPAL
 GG0723'WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND
 GG0723'CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS SUPPORTED BY
 GG0723'4 LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.
 GG0723'
 GG0723'THE PLATFORM IS PAINTED WHITE AND THE REST OF THE STRUCTURE
 GG0723'IS BLACK.  THE TANK IS LETTERED PICHER OKLA ON THE S SIDE.
 GG0723'IT IS ABOUT 135 FEET HIGH AND IS VERY PROMINENT.  IT WAS
 GG0723'ERECTED IN 1919.
 GG0723'
 GG0723'THE TANK IS ABOUT 1 MILE S OF THE OKLAHOMA-KANSAS STATE LINE,
 GG0723'IN THE NE PART OF PICHER, ABOUT 200 FEET E OF THE MAIN STREET
 GG0723'OF TOWN (STATE HIGHWAY 7) AND ABOUT 125 FEET N OF AN E-W
 GG0723'STREET.
 GG0723'
 GG0723'THERE IS A RESERVOIR ABOUT 100 FEET E OF THE TANK.
 GG0723
 GG0723                          STATION RECOVERY (1961)
 GG0723
 GG0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0723'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0724 ***********************************************************************
 GG0724  DESIGNATION -  PICHER SOUTH MUNICIPAL TANK
 GG0724  PID         -  GG0724
 GG0724  STATE/COUNTY-  OK/OTTAWA
 GG0724  COUNTRY     -  US
 GG0724  USGS QUAD   -  PICHER (2018)
 GG0724
 GG0724                         *CURRENT SURVEY CONTROL
 GG0724  ______________________________________________________________________
 GG0724* NAD 83(1997) POSITION- 36 57 32.89015(N) 094 50 09.71416(W)   ADJUSTED
 GG0724  ______________________________________________________________________
 GG0724  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 GG0724  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 GG0724  HORZ ORDER      -  THIRD
 GG0724
 GG0724.The horizontal coordinates were established by classical geodetic methods
 GG0724.and adjusted by the National Geodetic Survey in October 1998.
 GG0724
 GG0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0724.GEOID18 height accuracy estimate available here.
 GG0724
 GG0724.Click photographs - Photos may exist for this station.
 GG0724
 GG0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0724
 GG0724. The following values were computed from the NAD 83(1997) position.
 GG0724
 GG0724;                    North         East     Units Scale Factor Converg.
 GG0724;SPC OK N     -   221,974.173   881,742.363   MT  1.00004078   +1 52 01.9
 GG0724;SPC OK N     -   728,260.27  2,892,849.74   sFT  1.00004078   +1 52 01.9
 GG0724;UTM  15      - 4,091,914.192   336,541.916   MT  0.99992916   -1 06 14.9
 GG0724
 GG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3654191914(NAD 83)
 GG0724
 GG0724                          SUPERSEDED SURVEY CONTROL
 GG0724
 GG0724  NAD 83(1993)-  36 57 32.89411(N)    094 50 09.71485(W) AD(       ) 3
 GG0724  NAD 83(1986)-  36 57 32.90765(N)    094 50 09.70750(W) AD(       ) 3
 GG0724  NAD 27      -  36 57 32.64983(N)    094 50 08.87046(W) AD(       ) 3
 GG0724
 GG0724.Superseded values are not recommended for survey control.
 GG0724
 GG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0724.See file dsdata.pdf to determine how the superseded data were derived.
 GG0724
 GG0724_MARKER: 53 = ELEVATED TANK
 GG0724
 GG0724  HISTORY     - Date     Condition        Report By
 GG0724  HISTORY     - 1966     FIRST OBSERVED   CGS
 GG0724
 GG0724                          STATION DESCRIPTION
 GG0724
 GG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0724'STATION IS THE TOP CENTER OF THE TANK.  IT IS AN ELEVATED
 GG0724'STEEL TANK WITH A HEMISPHERICAL BOTTOM.  IT IS PAINTED SILVER
 GG0724'AND IS 100 FEET IN HEIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1112 ***********************************************************************
 FJ1112  DESIGNATION -  PIEDMONT
 FJ1112  PID         -  FJ1112
 FJ1112  STATE/COUNTY-  OK/CANADIAN
 FJ1112  COUNTRY     -  US
 FJ1112  USGS QUAD   -  EL RENO NE (2018)
 FJ1112
 FJ1112                         *CURRENT SURVEY CONTROL
 FJ1112  ______________________________________________________________________
 FJ1112* NAD 83(1993) POSITION- 35 38 48.51577(N) 097 45 14.68369(W)   ADJUSTED
 FJ1112* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 FJ1112  ______________________________________________________________________
 FJ1112  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 FJ1112  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 FJ1112  HORZ ORDER      -  SECOND
 FJ1112
 FJ1112.The horizontal coordinates were established by classical geodetic methods
 FJ1112.and adjusted by the National Geodetic Survey in November 1994.
 FJ1112
 FJ1112.The orthometric height was scaled from a topographic map.
 FJ1112
 FJ1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1112.GEOID18 height accuracy estimate available here.
 FJ1112
 FJ1112.Click photographs - Photos may exist for this station.
 FJ1112
 FJ1112.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1112
 FJ1112. The following values were computed from the NAD 83(1993) position.
 FJ1112
 FJ1112;                    North         East     Units Scale Factor Converg.
 FJ1112;SPC OK N     -    71,793.696   622,271.283   MT  0.99998642   +0 08 42.5
 FJ1112;SPC OK N     -   235,543.15  2,041,568.37   sFT  0.99998642   +0 08 42.5
 FJ1112;UTM  14      - 3,945,490.445   612,793.357   MT  0.99975677   +0 43 34.3
 FJ1112
 FJ1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1112!SPC OK N     -   0.99994569  x   0.99998642  =   0.99993211
 FJ1112!UTM  14      -   0.99994569  x   0.99975677  =   0.99970247
 FJ1112
 FJ1112:                Primary Azimuth Mark                     Grid Az
 FJ1112:SPC OK N     -  PIEDMONT AZ MK                           121 09 49.8
 FJ1112:UTM  14      -  PIEDMONT AZ MK                           120 34 58.0
 FJ1112
 FJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1279345490(NAD 83)
 FJ1112
 FJ1112|---------------------------------------------------------------------|
 FJ1112| PID    Reference Object                     Distance      Geod. Az  |
 FJ1112|                                                           dddmmss.s |
 FJ1112| FJ1109 PIEDMONT BAPTIST CH CUPOLA          APPROX. 0.8 KM 1183437.8 |
 FJ1112| CL5986 PIEDMONT AZ MK                                     1211832.3 |
 FJ1112| CL5987 PIEDMONT RM 1                        11.093 METERS 17543     |
 FJ1112| CL5988 PIEDMONT RM 2                        16.022 METERS 26846     |
 FJ1112|---------------------------------------------------------------------|
 FJ1112
 FJ1112                          SUPERSEDED SURVEY CONTROL
 FJ1112
 FJ1112  NAD 83(1986)-  35 38 48.52147(N)    097 45 14.66741(W) AD(       ) 2
 FJ1112  NAD 27      -  35 38 48.34013(N)    097 45 13.50734(W) AD(       ) 2
 FJ1112
 FJ1112.Superseded values are not recommended for survey control.
 FJ1112
 FJ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1112.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1112
 FJ1112_MARKER: DS = TRIANGULATION STATION DISK
 FJ1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1112_STAMPING: PIEDMONT 1954
 FJ1112_MARK LOGO: CGS
 FJ1112_PROJECTION: PROJECTING 8 CENTIMETERS
 FJ1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1112+STABILITY: SURFACE MOTION
 FJ1112
 FJ1112  HISTORY     - Date     Condition        Report By
 FJ1112  HISTORY     - 1954     MONUMENTED       CGS
 FJ1112  HISTORY     - 1967     GOOD             PHILCM
 FJ1112  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 FJ1112
 FJ1112                          STATION DESCRIPTION
 FJ1112
 FJ1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1112'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF PIEDMONT
 FJ1112'IN THE EASTERN RIGHT-OF-WAY OF A 1/4 SECTION ROAD.  IT IS
 FJ1112'NEAR THE CENTER OF SEC. 32, T 14 N., R 5 W.
 FJ1112'
 FJ1112'REACHED FROM THE POST OFFICE IN PIEDMONT BY GOING EAST ON THE
 FJ1112'MAIN STREET FOR 0.4 MILE TO A T-ROAD, TURN RIGHT, NORTH, AND GO
 FJ1112'0.3 MILE TO THE STATION ON THE RIGHT.
 FJ1112'
 FJ1112'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, GO WEST
 FJ1112'ON THE MAIN STREET FOR 0.05 MILE TO A SIDE STREET RIGHT, TURN
 FJ1112'RIGHT, NORTH, AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FJ1112'
 FJ1112'THE STATION MARK IS 25 FEET EAST OF THE APPROXIMATE CENTER
 FJ1112'OF THE 1/4 SECTION ROAD, 16 FEET SOUTH OF A FENCE CORNER-POST,
 FJ1112'4 FEET NORTHWEST OF A WITNESS POST, 3 FEET WEST OF A FENCE,
 FJ1112'PROJECTS 3 INCHES, AND THE DISK IS STAMPED PIEDMONT 1954.
 FJ1112'
 FJ1112'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE APPROXIMATE
 FJ1112'CENTER OF THE ROAD, 1 FOOT WEST OF THE FENCE, PROJECTS 2
 FJ1112'INCHES, AND THE DISK IS STAMPED PIEDMONT NO 1 1954.
 FJ1112'
 FJ1112'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE APPROXIMATE CENTER
 FJ1112'OF THE ROAD, 1 FOOT EAST OF A FENCE, PROJECTS 4 INCHES, AND
 FJ1112'THE DISK IS STAMPED PIEDMONT NO 2 1954.
 FJ1112'
 FJ1112'THE AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER OF A
 FJ1112'NON-SURFACED STREET, 2 FEET SOUTH OF POWER POLE NO. 601, 2 FEET
 FJ1112'SOUTHEAST OF A WITNESS POST, PROJECTS 3 INCHES, AND THE DISK
 FJ1112'IS STAMPED PIEDMONT 1954.
 FJ1112
 FJ1112                          STATION RECOVERY (1967)
 FJ1112
 FJ1112'RECOVERY NOTE BY PHILLIPS CHEMICAL COMPANY 1967
 FJ1112'RECOVERED BY PHILLIPS PETRO.
 FJ1112'
 FJ1112'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 FJ1112
 FJ1112                          STATION RECOVERY (1981)
 FJ1112
 FJ1112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1112'FOUND STATION MARK INTACT WITH CONCRETE BROKEN OFF THE EDGES.
 FJ1112'
 FJ1112'FOUND AZIMUTH MARK AND REFERENCE MARK NO. 1 IN GOOD CONDITION
 FJ1112'AS DESCRIBED.
 FJ1112'
 FJ1112'FOUND REFERENCE MARK NO. 2 (DESTROYED).
 FJ1112'
 FJ1112'THE NON-SURFACED ROAD IN THE AZIMUTH MARK DESCRIPTION IS NOW ASPHALT
 FJ1112'PAVED AND POWER POLE NO. 601 IS NOW NO. 600.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1109 ***********************************************************************
 FJ1109  DESIGNATION -  PIEDMONT BAPTIST CH CUPOLA
 FJ1109  PID         -  FJ1109
 FJ1109  STATE/COUNTY-  OK/CANADIAN
 FJ1109  COUNTRY     -  US
 FJ1109  USGS QUAD   -  PIEDMONT (2018)
 FJ1109
 FJ1109                         *CURRENT SURVEY CONTROL
 FJ1109  ______________________________________________________________________
 FJ1109* NAD 83(1993) POSITION- 35 38 35.78631(N) 097 44 46.05629(W)   ADJUSTED
 FJ1109  ______________________________________________________________________
 FJ1109  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 FJ1109  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 FJ1109  HORZ ORDER      -  THIRD
 FJ1109
 FJ1109.The horizontal coordinates were established by classical geodetic methods
 FJ1109.and adjusted by the National Geodetic Survey in November 1994.
 FJ1109
 FJ1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1109.GEOID18 height accuracy estimate available here.
 FJ1109
 FJ1109.Click photographs - Photos may exist for this station.
 FJ1109
 FJ1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1109
 FJ1109. The following values were computed from the NAD 83(1993) position.
 FJ1109
 FJ1109;                    North         East     Units Scale Factor Converg.
 FJ1109;SPC OK N     -    71,403.232   622,992.466   MT  0.99998698   +0 08 59.4
 FJ1109;SPC OK N     -   234,262.10  2,043,934.45   sFT  0.99998698   +0 08 59.4
 FJ1109;UTM  14      - 3,945,107.403   613,518.297   MT  0.99975880   +0 43 50.7
 FJ1109
 FJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1351845107(NAD 83)
 FJ1109
 FJ1109                          SUPERSEDED SURVEY CONTROL
 FJ1109
 FJ1109  NAD 83(1986)-  35 38 35.79213(N)    097 44 46.03990(W) AD(       ) 3
 FJ1109  NAD 27      -  35 38 35.60881(N)    097 44 44.87856(W) AD(       ) 3
 FJ1109
 FJ1109.Superseded values are not recommended for survey control.
 FJ1109
 FJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1109.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1109
 FJ1109_MARKER: 86 = CUPOLA
 FJ1109
 FJ1109  HISTORY     - Date     Condition        Report By
 FJ1109  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1109
 FJ1109                          STATION DESCRIPTION
 FJ1109
 FJ1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1109'THE STATION IS THE CUPOLA OVER THE SOUTH ENTRANCE OF THE RED
 FJ1109'BRICK CHURCH NEAR THE NORTH EDGE OF PIEDMONT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0820 ***********************************************************************
 GG0820  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0820  FBN         -  This is a Federal Base Network Control Station.
 GG0820  DESIGNATION -  PIERRE ET
 GG0820  PID         -  GG0820
 GG0820  STATE/COUNTY-  OK/ROGERS
 GG0820  COUNTRY     -  US
 GG0820  USGS QUAD   -  OOLOGAH (2018)
 GG0820
 GG0820                         *CURRENT SURVEY CONTROL
 GG0820  ______________________________________________________________________
 GG0820* NAD 83(2011) POSITION- 36 24 32.46511(N) 095 44 31.94749(W)   ADJUSTED
 GG0820* NAD 83(2011) ELLIP HT-   186.527 (meters)        (06/27/12)   ADJUSTED
 GG0820* NAD 83(2011) EPOCH   -  2010.00
 GG0820* NAVD 88 ORTHO HEIGHT -   215.69  (meters)      707.6   (feet) GPS OBS
 GG0820  ______________________________________________________________________
 GG0820  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 GG0820  NAD 83(2011) X  -   -514,205.158 (meters)                     COMP
 GG0820  NAD 83(2011) Y  - -5,113,552.442 (meters)                     COMP
 GG0820  NAD 83(2011) Z  -  3,764,924.732 (meters)                     COMP
 GG0820  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 GG0820
 GG0820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0820  Standards:
 GG0820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0820  -------------------------------------------------------------------
 GG0820  NETWORK    0.33   0.76           0.15   0.12   0.39     -0.01831460
 GG0820  -------------------------------------------------------------------
 GG0820  Click here for local accuracies and other accuracy information.
 GG0820
 GG0820.The horizontal coordinates were established by GPS observations
 GG0820.and adjusted by the National Geodetic Survey in June 2012.
 GG0820
 GG0820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0820.been affixed to the stable North American tectonic plate. See 
 GG0820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0820
 GG0820.The horizontal coordinates are valid at the epoch date displayed above
 GG0820.which is a decimal equivalence of Year/Month/Day.
 GG0820
 GG0820.The orthometric height was determined by GPS observations and a
 GG0820.high-resolution geoid model using precise GPS observation and
 GG0820.processing techniques.
 GG0820
 GG0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0820.GEOID18 height accuracy estimate available here.
 GG0820
 GG0820.Click photographs - Photos may exist for this station.
 GG0820
 GG0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0820
 GG0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0820
 GG0820.The ellipsoidal height was determined by GPS observations
 GG0820.and is referenced to NAD 83.
 GG0820
 GG0820. The following values were computed from the NAD 83(2011) position.
 GG0820
 GG0820;                    North         East     Units Scale Factor Converg.
 GG0820;SPC OK N     -   158,690.547   802,486.981   MT  0.99995427   +1 19 56.7
 GG0820;SPC OK N     -   520,637.24  2,632,826.04   sFT  0.99995427   +1 19 56.7
 GG0820;UTM  15      - 4,032,810.243   254,105.902   MT  1.00034502   -1 37 42.4
 GG0820
 GG0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0820!SPC OK N     -   0.99997073  x   0.99995427  =   0.99992500
 GG0820!UTM  15      -   0.99997073  x   1.00034502  =   1.00031574
 GG0820
 GG0820:                Primary Azimuth Mark                     Grid Az
 GG0820:SPC OK N     -  PUBLIC SERVICE NE WATER TK               056 10 20.6
 GG0820:UTM  15      -  PUBLIC SERVICE NE WATER TK               059 07 59.7
 GG0820
 GG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5410532810(NAD 83)
 GG0820
 GG0820|---------------------------------------------------------------------|
 GG0820| PID    Reference Object                     Distance      Geod. Az  |
 GG0820|                                                           dddmmss.s |
 GG0820| CI2098 PUBLIC SERVICE NE WATER TK                         0573017.3 |
 GG0820| CI1955 PIERRE RM 1                          21.210 METERS 09104     |
 GG0820| CI1956 PIERRE RM 2                          18.922 METERS 26922     |
 GG0820|---------------------------------------------------------------------|
 GG0820
 GG0820                          SUPERSEDED SURVEY CONTROL
 GG0820
 GG0820  NAD 83(2007)-  36 24 32.46524(N)    095 44 31.94836(W) AD(2002.00) 0
 GG0820  ELLIP H (02/10/07)  186.541  (m)                       GP(2002.00)    
 GG0820  ELLIP H (06/09/00)  186.546  (m)                       GP(       ) 2 2
 GG0820  NAD 83(1993)-  36 24 32.46555(N)    095 44 31.94833(W) AD(       ) B
 GG0820  ELLIP H (05/09/94)  186.668  (m)                       GP(       ) 4 2
 GG0820  NAD 83(1986)-  36 24 32.49470(N)    095 44 31.92672(W) AD(       ) 2
 GG0820  NAD 27      -  36 24 32.15180(N)    095 44 30.98615(W) AD(       ) 2
 GG0820  NAVD 88 (11/09/11)  215.7    (m)  GEOID09  model used  GPS OBS        
 GG0820  NAVD 88 (06/09/00)  215.7    (m)  GEOID99  model used  GPS OBS        
 GG0820  NAVD 88 (07/24/98)  215.7    (m)  GEOID96  model used  GPS OBS        
 GG0820  NAVD 88 (01/13/95)  215.7    (m)  UNKNOWN  model used  GPS OBS        
 GG0820  NAVD 88 (05/09/94)  215.8    (m)  GEOID93  model used  GPS OBS        
 GG0820  NGVD 29 (07/19/86)  214.9    (m)          705.     (f) VERT ANG       
 GG0820
 GG0820.Superseded values are not recommended for survey control.
 GG0820
 GG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0820.See file dsdata.pdf to determine how the superseded data were derived.
 GG0820
 GG0820_MARKER: DD = SURVEY DISK
 GG0820_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GG0820_STAMPING: ET PIERRE 1968
 GG0820_MARK LOGO: USGS
 GG0820_PROJECTION: FLUSH
 GG0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0820+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2023
 GG0820
 GG0820  HISTORY     - Date     Condition        Report By
 GG0820  HISTORY     - 1968     MONUMENTED       USGS
 GG0820  HISTORY     - 1968     GOOD             USGS
 GG0820  HISTORY     - 19930502 GOOD             NGS
 GG0820  HISTORY     - 19990825 GOOD             NGS
 GG0820  HISTORY     - 20020926 GOOD             NGS
 GG0820  HISTORY     - 20100420 GOOD             AIRDAT
 GG0820  HISTORY     - 20110923 GOOD             AIRDAT
 GG0820  HISTORY     - 20230327 GOOD             OKDOT
 GG0820
 GG0820                          STATION DESCRIPTION
 GG0820
 GG0820'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0820'THE STATION IS LOCATED ABOUT 2.6 MI S. AND 1.9 MI W. OF
 GG0820'OOLOGAH T. 22 N., R. 15 E., NEAR THE E. SIXTEENTH CORNER
 GG0820'BETWEEN SECS. 6 AND 7.
 GG0820'
 GG0820'TO REACH THE STATION FROM THE CENTER OF OOLOGAH, GO
 GG0820'SW. ALONG U.S. HWY. 169 TO RD. S., TURN LEFT AND GO
 GG0820'S. 0.35 MI TO A CROSSROAD, TURN RIGHT AND GO W. 0.1 MI TO
 GG0820'STATION ON THE RIGHT.
 GG0820'
 GG0820'THE STATION MARK IS 26 FT N. AND 521 FT W. OF CENTER
 GG0820'OF CROSSROADS, 6 FT N. OF E.-W. RIGHT-OF-WAY FENCE, 8
 GG0820'FT N. OF A USGS WITNESS POST, STAMPED ET PIERRE 1968.
 GG0820'
 GG0820'REFERENCE MARK NO. 1 IS E. OF STATION, 25 FT N. OF CENTER OF RD., 4
 GG0820'FT N. OF E.-W. RIGHT-OF-WAY FENCE, STAMPED PIERRE NO 1 1968.
 GG0820'
 GG0820'REFERENCE MARK NO. 2 IS W. OF STATION, 25 FT N. OF CENTER OF RD.,
 GG0820'5 FT N. OF E.-W. RIGHT-OF-WAY FENCE, STAMPED PIERRE NO 2 1968.
 GG0820'
 GG0820'AZIMUTH MARK IS LOCATED ABOUT 3.8 MI NE. OF STATION.  WATER
 GG0820'TANK FOR POWER PLANT OF PUBLIC SERVICE COMPANY OF
 GG0820'OKLAHOMA (NORTHEASTERN STATION).
 GG0820'
 GG0820'STATION MARK AND REFERENCE MARKS ARE FLUSH WITH THE
 GG0820'GROUND, STANDARD TABLETS CRIMPED ON 0.5 IN. COPPER COATED
 GG0820'RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG
 GG0820'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 GG0820
 GG0820                          STATION RECOVERY (1968)
 GG0820
 GG0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0820'RECOVERED IN GOOD CONDITION.
 GG0820
 GG0820                          STATION RECOVERY (1993)
 GG0820
 GG0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GG0820'STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTHEAST OF COLLINSVILLE,
 GG0820'6.5 KM (4.05 MI) SOUTH-SOUTHWEST OF OOLOGAH, 0.5 KM (0.30 MI)
 GG0820'SOUTHEAST OF US HIGHWAY 69, ALONG A DIRT SECTION ROAD, IN THE SOUTH
 GG0820'EDGE OF A PASTURE, ON TOP OF A RISE, IN SOUTH CENTRAL SECTION 5, T 22
 GG0820'N R 15 E.  OWNERSHIP--UNKNOWN.
 GG0820'TO REACH FROM THE JUNCTION OF US HIGHWAY 169 AND STATE HIGHWAY 88 ON
 GG0820'THE SOUTH SIDE OF OOLOGAH, GO SOUTH ON HIGHWAY 169 FOR 2.28 KM
 GG0820'(1.40 MI) TO A PAVED CROSSROAD IN LONG CURVE.  CONTINUE AHEAD ON
 GG0820'HIGHWAY FOR 1.91 KM (1.20 MI) TO A DIRT ROAD LEFT.  TURN LEFT, SOUTH,
 GG0820'ON ROAD NS 408 FOR 0.55 KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT,
 GG0820'WEST, ON ROAD EW 42 FOR 0.16 KM (0.10 MI) TO TOP OF RISE AND STATION
 GG0820'ON THE RIGHT.
 GG0820'STATION MARK IS A DISK ON A STEEL ROD ENCASED IN A 15-CM TILE 0.15 CM
 GG0820'BELOW GROUND IN AN OPEN HOLE.  IT IS 1.8 M (5.9 FT) NORTH OF A WIRE
 GG0820'FENCE, 2.0 M (6.6 FT) NORTH OF A METAL WITNESS POST, 8.0 M (26.2 FT)
 GG0820'NORTH OF, AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER, 35.4 M
 GG0820'(116.1 FT) EAST-NORTHEAST OF A T-FENCE CORNER ACROSS THE ROAD, 15.9 M
 GG0820'(52.2 FT) NORTH-NORTHEAST OF THE EAST END OF A SECTION OF CHICKENWIRE
 GG0820'FENCE ACROSS ROAD AT OLD ANIMAL SHELTER, 159.2 M (522.3 FT) WEST OF
 GG0820'THE CENTER OF ROAD NS 408, 0.6 M (2.0 FT) EAST OF A WOODEN POLE, AND
 GG0820'0.3 M (1.0 FT) WEST OF A WOODEN POLE.
 GG0820
 GG0820                          STATION RECOVERY (1999)
 GG0820
 GG0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GG0820'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTHEAST OF
 GG0820'COLLINSVILLE, ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF OOLOGAH, ON THE
 GG0820'NORTH SIDE OF SECTION ROAD EW 42, 0.16 KM (0.10 MI) WEST OF ITS
 GG0820'JUNCTION WITH SECTION ROAD NS 4080.  TO REACH THE STATION FROM THE
 GG0820'JUNCTION OF US HIGHWAY 169 AND STATE HIGHWAY 88 EAST ON THE SOUTH SIDE
 GG0820'OF OOLOGAH, GO SOUTH ON HIGHWAY 169 FOR 4.18 KM (2.60 MI) TO SECTION
 GG0820'ROAD NS 4080 ON THE LEFT AND TWO LARGE LONG METAL STORAGE BUILDINGS ON
 GG0820'THE RIGHT.  TURN LEFT, SOUTHERLY ON THE ROAD FOR 0.55 KM (0.35 MI) TO
 GG0820'THE INTERSECTION OF SECTION ROAD EW-42.  TURN RIGHT, WEST ON THE ROAD
 GG0820'FOR 0.16 KM (0.10 MI) TO THE TOP OF A RISE AND THE STATION ON THE
 GG0820'RIGHT, BETWEEN TWO WOOD POSTS, ON THE NORTH SIDE OF A PASTURE FENCE
 GG0820'AND ABOUT 1.07 M (3.51 FT) ABOVE THE HIGHWAY.  THE STATION IS A DISK
 GG0820'CRIMPED TO THE TOP OF A COPPER CLAD ROD FLUSH WITH GROUND.  LOCATED
 GG0820'8.2 M (26.9 FT) NORTH OF THE CENTER OF THE ROAD (SLOPE MEASUREMENT),
 GG0820'1.8 M (5.9 FT) NORTH OF THE FENCE AND 2.0 M (6.6 FT) NORTH OF A USGS
 GG0820'METAL WITNESS POST.
 GG0820
 GG0820                          STATION RECOVERY (2002)
 GG0820
 GG0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GG0820'RECOVERED AS DESCRIBED.
 GG0820
 GG0820                          STATION RECOVERY (2010)
 GG0820
 GG0820'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 GG0820'RECOVERED IN GOOD CONDITION.
 GG0820
 GG0820                          STATION RECOVERY (2011)
 GG0820
 GG0820'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 GG0820'RECOVERED AS DESCRIBED.
 GG0820
 GG0820                          STATION RECOVERY (2023)
 GG0820
 GG0820'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0820'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0934 ***********************************************************************
 EK0934  DESIGNATION -  PIGEON
 EK0934  PID         -  EK0934
 EK0934  STATE/COUNTY-  OK/LE FLORE
 EK0934  COUNTRY     -  US
 EK0934  USGS QUAD   -  LYNN MOUNTAIN (2018)
 EK0934
 EK0934                         *CURRENT SURVEY CONTROL
 EK0934  ______________________________________________________________________
 EK0934* NAD 83(1993) POSITION- 34 36 52.09561(N) 094 33 21.27197(W)   ADJUSTED
 EK0934* NAVD 88 ORTHO HEIGHT -   743.    (meters)     2438.    (feet) SCALED
 EK0934  ______________________________________________________________________
 EK0934  GEOID HEIGHT    -        -30.961 (meters)                     GEOID18
 EK0934  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 EK0934  HORZ ORDER      -  SECOND
 EK0934
 EK0934.The horizontal coordinates were established by classical geodetic methods
 EK0934.and adjusted by the National Geodetic Survey in November 1994.
 EK0934
 EK0934.The orthometric height was scaled from a topographic map.
 EK0934
 EK0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0934.GEOID18 height accuracy estimate available here.
 EK0934
 EK0934.Click photographs - Photos may exist for this station.
 EK0934
 EK0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0934
 EK0934. The following values were computed from the NAD 83(1993) position.
 EK0934
 EK0934;                    North         East     Units Scale Factor Converg.
 EK0934;SPC OK S     -   147,495.984   915,790.817   MT  0.99993608   +1 57 17.7
 EK0934;SPC OK S     -   483,909.74  3,004,557.04   sFT  0.99993608   +1 57 17.7
 EK0934;SPC OK S     -   483,909.74  3,004,557.04   sFT  0.99993608   +1 57 17.7
 EK0934;SPC AR S     -   618,966.427   165,618.174   MT  0.99996960   -1 25 49.9
 EK0934;SPC AR S     - 2,030,725.69    543,365.63   sFT  0.99996960   -1 25 49.9
 EK0934;SPC OK S     -   147,495.984   915,790.817   MT  0.99993608   +1 57 17.7
 EK0934;UTM  15      - 3,831,391.119   357,351.769   MT  0.99985081   -0 53 02.3
 EK0934
 EK0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0934!SPC OK S     -   0.99988822  x   0.99993608  =   0.99982431
 EK0934!SPC AR S     -   0.99988822  x   0.99996960  =   0.99985782
 EK0934!SPC OK S     -   0.99988822  x   0.99993608  =   0.99982431
 EK0934!UTM  15      -   0.99988822  x   0.99985081  =   0.99973905
 EK0934
 EK0934:                Primary Azimuth Mark                     Grid Az
 EK0934:SPC OK S     -  OCTAVIA                                  218 08 13.2
 EK0934:SPC AR S     -  OCTAVIA                                  221 31 20.8
 EK0934:SPC OK S     -  OCTAVIA                                  218 08 13.2
 EK0934:UTM  15      -  OCTAVIA                                  220 58 33.2
 EK0934
 EK0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5735131391(NAD 83)
 EK0934
 EK0934|---------------------------------------------------------------------|
 EK0934| PID    Reference Object                     Distance      Geod. Az  |
 EK0934|                                                           dddmmss.s |
 EK0934| CX6048 PIGEON RM 1                          20.328 METERS 06807     |
 EK0934| EK0838 RICH MTN LOOKOUT TOWER              APPROX.21.8 KM 0721445.9 |
 EK0934| CX6049 PIGEON RM 2                          22.932 METERS 20229     |
 EK0934| EK0898 OCTAVIA                             APPROX.21.8 KM 2200530.9 |
 EK0934| EK0937 WINDING STAIR MTN LOT               APPROX.15.3 KM 3133143.5 |
 EK0934|---------------------------------------------------------------------|
 EK0934
 EK0934                          SUPERSEDED SURVEY CONTROL
 EK0934
 EK0934  NAD 83(1986)-  34 36 52.09799(N)    094 33 21.26424(W) AD(       ) 2
 EK0934  NAD 27      -  34 36 51.71800(N)    094 33 20.46400(W) AD(       ) 2
 EK0934
 EK0934.Superseded values are not recommended for survey control.
 EK0934
 EK0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0934.See file dsdata.pdf to determine how the superseded data were derived.
 EK0934
 EK0934_MARKER: DS = TRIANGULATION STATION DISK
 EK0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0934_STAMPING: PIGEON 1952
 EK0934_MARK LOGO: CGS
 EK0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0934+STABILITY: SURFACE MOTION
 EK0934
 EK0934  HISTORY     - Date     Condition        Report By
 EK0934  HISTORY     - 1952     MONUMENTED       CGS
 EK0934  HISTORY     - 1959     GOOD             CGS
 EK0934  HISTORY     - 20231023 MARK NOT FOUND   LOCSUR
 EK0934
 EK0934                          STATION DESCRIPTION
 EK0934
 EK0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0934'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF THE
 EK0934'VILLAGE OF MUSE, 1/2 MILE NORTH OF THE HEAD OF PIGEON CREEK
 EK0934'AND NEAR THE EAST END OF KIAMICHI MOUNTAIN RANGE.  IT IS
 EK0934'34 FEET NORTH OF AN 18 INCH TRIANGLE-BLAZED OAK TREE, 37 FEET
 EK0934'NORTHEAST OF A 10 INCH TRIANGLE-BLAZED HICKORY TREE AND
 EK0934'11 FEET SOUTHWEST OF A 6 INCH TRIANGLE-BLAZED HICKORY TREE.
 EK0934'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PIGEON
 EK0934'1952.
 EK0934'
 EK0934'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  IT
 EK0934'IS SET IN A DRILL HOLE IN A 1 X 3 FOOT ROCK WHICH PROJECTS
 EK0934'ABOUT 4 INCHES AND THE DISK IS STAMPED PIGEON NO 1 1952.
 EK0934'
 EK0934'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.
 EK0934'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PIGEON
 EK0934'NO 2 1952.
 EK0934'
 EK0934'TO REACH FROM THE POST OFFICE IN MUSE, GO EASTERLY ON STATE
 EK0934'HIGHWAY 63 FOR 6.1 MILES TO A SIDE ROAD RIGHT JUST BEYOND
 EK0934'A STORE ON THE LEFT.  (SIGN HERE READS SMITHVILLE 21) TURN
 EK0934'RIGHT (SOUTH) 0.5 MILE TO FORKS, KEEP RIGHT FORK, MAIN ROAD,
 EK0934'3.6 MILES TO THE TOP OF RIDGE, TURN LEFT ALONG RIDGE 0.2
 EK0934'MILE TO FORKS, KEEP LEFT FORK ALONG THE TOP OF RIDGE FOR
 EK0934'4.85 MILES TO A TIN ROOFED BARN ON THE RIGHT.  CONTINUE EAST
 EK0934'0.55 MILE TO WHERE MAIN ROAD STARTS DOWN THE SIDE OF THE
 EK0934'RIDGE.  HERE TURN LEFT ON A DIM WOODS ROAD ALONG THE TOP OF
 EK0934'RIDGE FOR 1.55 MILE TO THE TOP OF THE SECOND KNOLL AND
 EK0934'THE STATION.
 EK0934'
 EK0934'NOTE--NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.  NONE
 EK0934'WAS SET.
 EK0934'
 EK0934'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0934
 EK0934                          STATION RECOVERY (1959)
 EK0934
 EK0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0934'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0934'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 EK0934'
 EK0934'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 63 AND 103, AT
 EK0934'THE FORMER SITE OF THE VILLAGE OF BIG CEDAR, GO SOUTH ON
 EK0934'STATE HIGHWAY 103 FOR 5.2 MILES TO FORKS AT TOP OF MOUNTAIN
 EK0934'AND A SIDE ROAD LEFT, TURN SHARP LEFT AND GO EASTERLY ON
 EK0934'ROAD 0-25 FOR 4.05 MILES TO A HOUSE ON LEFT, CONTINUE EASTERLY
 EK0934'ON MAIN ROAD FOR 0.55 MILE TO A WOODS ROAD ON LEFT AT SIGN
 EK0934'CROWES NEST, TURN LEFT AND FOLLOW OLD WOODS ROAD FOR 1.6
 EK0934'MILES TO TOP OF SECOND KNOLL AND STATION AS DESCRIBED IN
 EK0934'1952.  THERE WAS A FALLEN TREE ACROSS THE ROAD ABOUT 0.5 MILE
 EK0934'FROM THE STATION AT THE TIME OF RECOVERY WHICH PREVENTED
 EK0934'TRUCK FROM BEING DRIVEN ALL THE WAY TO THE STATION.
 EK0934
 EK0934                          STATION RECOVERY (2023)
 EK0934
 EK0934'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (BW)
 EK0934'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN4405 ***********************************************************************
 DN4405  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4405  DESIGNATION -  PIKE
 DN4405  PID         -  DN4405
 DN4405  STATE/COUNTY-  OK/TULSA
 DN4405  COUNTRY     -  US
 DN4405  USGS QUAD   -  TULSA (2019)
 DN4405
 DN4405                         *CURRENT SURVEY CONTROL
 DN4405  ______________________________________________________________________
 DN4405* NAD 83(2011) POSITION- 36 13 12.92119(N) 095 58 42.00201(W)   ADJUSTED
 DN4405* NAD 83(2011) ELLIP HT-   167.697 (meters)        (06/27/12)   ADJUSTED
 DN4405* NAD 83(2011) EPOCH   -  2010.00
 DN4405* NAVD 88 ORTHO HEIGHT -   196.59  (meters)      645.0   (feet) GPS OBS
 DN4405  ______________________________________________________________________
 DN4405  GEOID HEIGHT    -        -28.912 (meters)                     GEOID18
 DN4405  NAD 83(2011) X  -   -536,565.029 (meters)                     COMP
 DN4405  NAD 83(2011) Y  - -5,123,712.277 (meters)                     COMP
 DN4405  NAD 83(2011) Z  -  3,748,035.338 (meters)                     COMP
 DN4405  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 DN4405
 DN4405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4405  Standards:
 DN4405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4405  -------------------------------------------------------------------
 DN4405  NETWORK    0.52   1.18           0.23   0.19   0.60     -0.01557712
 DN4405  -------------------------------------------------------------------
 DN4405  Click here for local accuracies and other accuracy information.
 DN4405
 DN4405.The horizontal coordinates were established by GPS observations
 DN4405.and adjusted by the National Geodetic Survey in June 2012.
 DN4405
 DN4405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4405.been affixed to the stable North American tectonic plate. See 
 DN4405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4405
 DN4405.The horizontal coordinates are valid at the epoch date displayed above
 DN4405.which is a decimal equivalence of Year/Month/Day.
 DN4405
 DN4405.The orthometric height was determined by GPS observations and a
 DN4405.high-resolution geoid model using precise GPS observation and
 DN4405.processing techniques.
 DN4405
 DN4405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4405.GEOID18 height accuracy estimate available here.
 DN4405
 DN4405.Click photographs - Photos may exist for this station.
 DN4405
 DN4405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4405
 DN4405.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4405
 DN4405.The ellipsoidal height was determined by GPS observations
 DN4405.and is referenced to NAD 83.
 DN4405
 DN4405. The following values were computed from the NAD 83(2011) position.
 DN4405
 DN4405;                    North         East     Units Scale Factor Converg.
 DN4405;SPC OK N     -   137,283.463   781,749.672   MT  0.99994583   +1 11 35.1
 DN4405;SPC OK N     -   450,404.16  2,564,790.38   sFT  0.99994583   +1 11 35.1
 DN4405;UTM  15      - 4,012,492.208   232,281.576   MT  1.00048320   -1 45 39.3
 DN4405;UTM  14      - 4,012,612.863   771,614.589   MT  1.00050910   +1 47 11.6
 DN4405
 DN4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4405!SPC OK N     -   0.99997368  x   0.99994583  =   0.99991951
 DN4405!UTM  15      -   0.99997368  x   1.00048320  =   1.00045687
 DN4405!UTM  14      -   0.99997368  x   1.00050910  =   1.00048277
 DN4405
 DN4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3228112492(NAD 83)
 DN4405
 DN4405                          SUPERSEDED SURVEY CONTROL
 DN4405
 DN4405  NAD 83(2007)-  36 13 12.92123(N)    095 58 42.00265(W) AD(2002.00) B
 DN4405  ELLIP H (11/09/11)  167.713  (m)                       GP(2002.00) 4 2
 DN4405  NAVD 88 (11/09/11)  196.6    (m)  GEOID09  model used  GPS OBS        
 DN4405
 DN4405.Superseded values are not recommended for survey control.
 DN4405
 DN4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4405.See file dsdata.pdf to determine how the superseded data were derived.
 DN4405
 DN4405_MARKER: F = FLANGE-ENCASED ROD
 DN4405_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN4405_STAMPING: PIKE 2011
 DN4405_MARK LOGO: NONE
 DN4405_PROJECTION: RECESSED 1 CENTIMETERS
 DN4405_MAGNETIC: I = MARKER IS A STEEL ROD
 DN4405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4405+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2020
 DN4405_ROD/PIPE-DEPTH: 4.7 meters
 DN4405_SLEEVE-DEPTH  : .9 meters
 DN4405
 DN4405  HISTORY     - Date     Condition        Report By
 DN4405  HISTORY     - 20110413 MONUMENTED       AIRDAT
 DN4405  HISTORY     - 20200930 GOOD             COTOK
 DN4405
 DN4405                          STATION DESCRIPTION
 DN4405
 DN4405'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 DN4405'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST OF MINGO, 5.4 MI
 DN4405'(8.7 KM) SOUTH OF SPERRY AND 4.6 MI (7.4 KM) NORTH OF TULSA.
 DN4405'OWNERSHIP--CITY OF TULSA.
 DN4405'
 DN4405'TO REACH FROM THE INTERSECTION OF HIGHWAY 11 AND 46TH STREET NORTH, GO
 DN4405'WEST ON 46TH STREET NORTH 0.26 KM (0.16 MI) TO OSAGE PRAIRIE TRAIL.
 DN4405'TURN LEFT, GO SOUTH ON TRAIL FOR 25.11 M (82.4 FT) TO STATION ON THE
 DN4405'RIGHT.
 DN4405'
 DN4405'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 DN4405'GREASE FILLED SLEEVE 90 CM (35 INCHES) LONG ENCASED IN A 12.7 CM (5
 DN4405'INCH) PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET 1.0 CM (0
 DN4405'INCH) BELOW GROUND.  IT IS 13.96 M (45.8 FT) SOUTH-SOUTHWEST OF STEEL
 DN4405'GUARD POST, 10.64 M (34.9 FT) SOUTHEAST OF STEEL FENCE CORNER POST,
 DN4405'4.19 M (13.7 FT) EAST OF CARSONITE WITNESS POST.
 DN4405
 DN4405                          STATION RECOVERY (2020)
 DN4405
 DN4405'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 DN4405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0814 ***********************************************************************
 GG0814  DESIGNATION -  PILANT
 GG0814  PID         -  GG0814
 GG0814  STATE/COUNTY-  OK/ROGERS
 GG0814  COUNTRY     -  US
 GG0814  USGS QUAD   -  CLAREMORE (2019)
 GG0814
 GG0814                         *CURRENT SURVEY CONTROL
 GG0814  ______________________________________________________________________
 GG0814* NAD 83(1993) POSITION- 36 19 44.16986(N) 095 31 10.33240(W)   ADJUSTED
 GG0814* NAVD 88 ORTHO HEIGHT -   256.8   (meters)      843.    (feet) VERTCON3
 GG0814  ______________________________________________________________________
 GG0814  GEOID HEIGHT    -        -29.205 (meters)                     GEOID18
 GG0814  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 GG0814  HORZ ORDER      -  FIRST
 GG0814
 GG0814.The horizontal coordinates were established by classical geodetic methods
 GG0814.and adjusted by the National Geodetic Survey in November 1994.
 GG0814
 GG0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0814
 GG0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0814.GEOID18 height accuracy estimate available here.
 GG0814
 GG0814.Click photographs - Photos may exist for this station.
 GG0814
 GG0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0814
 GG0814. The following values were computed from the NAD 83(1993) position.
 GG0814
 GG0814;                    North         East     Units Scale Factor Converg.
 GG0814;SPC OK N     -   150,294.810   822,679.759   MT  0.99994937   +1 27 49.8
 GG0814;SPC OK N     -   493,092.22  2,699,075.18   sFT  0.99994937   +1 27 49.8
 GG0814;UTM  15      - 4,023,380.182   273,844.982   MT  1.00023021   -1 29 35.7
 GG0814
 GG0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0814!SPC OK N     -   0.99996428  x   0.99994937  =   0.99991365
 GG0814!UTM  15      -   0.99996428  x   1.00023021  =   1.00019448
 GG0814
 GG0814:                Primary Azimuth Mark                     Grid Az
 GG0814:SPC OK N     -  PILANT AZ MK                             199 56 37.6
 GG0814:UTM  15      -  PILANT AZ MK                             202 54 03.1
 GG0814
 GG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7384423380(NAD 83)
 GG0814
 GG0814|---------------------------------------------------------------------|
 GG0814| PID    Reference Object                     Distance      Geod. Az  |
 GG0814|                                                           dddmmss.s |
 GG0814| CI1958 PILANT RM 1                          35.975 METERS 05259     |
 GG0814| GG0791 AIRWAY BCN NE OF STA PILANT         APPROX.17.7 KM 0593027.3 |
 GG0814| CI1959 PILANT RM 2                          36.787 METERS 13004     |
 GG0814| CI1957 PILANT AZ MK                                       2012427.4 |
 GG0814| GG0813 CLAREMORE BAPTIST CHURCH DOME       APPROX. 8.4 KM 2552717.1 |
 GG0814| GG0812 CLAREMORE LARGE MUNICIPAL TANK      APPROX. 8.8 KM 2615006.2 |
 GG0814| GG0816 CLAREMORE SMALL MUNICIPAL TANK      APPROX.10.1 KM 2671524.1 |
 GG0814|---------------------------------------------------------------------|
 GG0814
 GG0814                          SUPERSEDED SURVEY CONTROL
 GG0814
 GG0814  NAD 83(1986)-  36 19 44.19438(N)    095 31 10.31551(W) AD(       ) 1
 GG0814  NAD 27      -  36 19 43.84700(N)    095 31 09.40200(W) AD(       ) 1
 GG0814  NGVD 29 (07/19/86)  256.7    (m)          842.     (f) VERT ANG       
 GG0814
 GG0814.Superseded values are not recommended for survey control.
 GG0814
 GG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0814.See file dsdata.pdf to determine how the superseded data were derived.
 GG0814
 GG0814_MARKER: DS = TRIANGULATION STATION DISK
 GG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0814_STAMPING: PILANT 1934
 GG0814_MARK LOGO: CGS
 GG0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0814+STABILITY: SURFACE MOTION
 GG0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0814+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 GG0814
 GG0814  HISTORY     - Date     Condition        Report By
 GG0814  HISTORY     - 1934     MONUMENTED       CGS
 GG0814  HISTORY     - 1939     GOOD             CGS
 GG0814  HISTORY     - 1960     GOOD             CGS
 GG0814  HISTORY     - 1968     GOOD             USGS
 GG0814  HISTORY     - 1968     GOOD             USGS
 GG0814  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GG0814  HISTORY     - 20010317 GOOD             INDIV
 GG0814
 GG0814                          STATION DESCRIPTION
 GG0814
 GG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0814'ABOUT 11 MILES WEST AND 1-1/2 MILES NORTH OF PRYOR, 5 MILES
 GG0814'EAST AND 1 MILE NORTH OF CLAREMORE, IN T. 21 N., R. 17 E.,
 GG0814'SOUTHWEST QUARTER SEC. 5, ON THE WEST END OF A PROMINENT
 GG0814'TREE-COVERED KNOLL, WHICH IS ON THE WEST END OF A LONG,
 GG0814'TIMBERED RIDGE EXTENDING EAST AND WEST, 70 FEET NORTH OF SOUTH
 GG0814'RIM, 68 FEET EAST OF WEST RIM, AND 70 FEET SOUTH OF
 GG0814'EAST-AND-WEST FENCE LINE.  THE MARK PROJECTS ABOVE THE GROUND
 GG0814'AND IS INSCRIBED PILANT 1934.
 GG0814'
 GG0814'TO REACH FROM CLAREMORE CITY HALL GO SOUTH AND EAST 1.1 MILES
 GG0814'TO IRON BRIDGE ON STATE HIGHWAY 20, CONTINUE EAST ON 20
 GG0814'FOR 4.1 MILES TO YELLOW HOUSE TO NORTH OF ROAD, TURN LEFT
 GG0814'(NORTH) 1.15 MILES, TURN RIGHT (EAST) GO 0.65 MILE, TURN
 GG0814'LEFT (NORTH) ACROSS CONCRETE CULVERT, AND GO 0.25 MILE TO MR.
 GG0814'PILANTS, FROM HERE CLIMB HILL TO WEST KNOLL WHICH IS ABOUT
 GG0814'1/4 MILE DISTANT.
 GG0814'
 GG0814'SURFACE, UNDERGROUND, REFERENECE AND AZIMUTH MARKS ARE STANDARD
 GG0814'BRONZE DISKS SET IN CONCRETE.
 GG0814'
 GG0814'REFERENCE MARK NO. 1, IS 35.975 METERS NORTHEAST OF STATION,
 GG0814'1 FOOT SOUTH OF FENCE LINE, AND PROJECTS ABOUT 3 INCHES
 GG0814'ABOVE SURFACE OF GROUND, INSCRIBED PILANT NO. 2 1934.
 GG0814'REFERENCE MARK NO. 2, IS 36.787 METERS JUST NORTH OF SOUTH RIM OF
 GG0814'KNOLL, AND PROJECTS ABOUT 6 INCHES ABOVE SURFACE OF GROUND,
 GG0814'INSCRIBED PILANT NO. 2 1934.
 GG0814'
 GG0814'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES SOUTH-SOUTHWEST
 GG0814'OF STATION, ABOUT 50 FEET SOUTH OF CENTER LINE OF STATE
 GG0814'HIGHWAY 20, 1 FOOT EAST OF NORTH-AND-SOUTH FENCE LINE AND
 GG0814'PROJECTS ABOUT 4 INCHES ABOVE SURFACE OF GROUND, INSCRIBED
 GG0814'PILANT AZI 1934.
 GG0814'
 GG0814'TO REACH FROM STATION RETURN TO STATE HIGHWAY 20, TURN RIGHT
 GG0814'(WEST) AND GO 0.1 MILE TO STONE HOUSE AND RED BARN ON LEFT.
 GG0814'
 GG0814'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GG0814
 GG0814                          STATION RECOVERY (1939)
 GG0814
 GG0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0814'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GG0814'
 GG0814'STATION IS LOCATED ABOUT 12 MILES WEST AND 1.5 MILES NORTH
 GG0814'OF PRYOR, 5.5 MILES EAST AND 1 MILE NORTH OF CLAREMORE IN
 GG0814'THE SOUTHWEST QUARTER SEC. 5, T., 21 N., R. 17 E.  IT IS ON
 GG0814'THE WEST END OF A PROMINENT TREE COVERED KNOLL, WHICH IS ON
 GG0814'THE WEST END OF A LONG, TIMBERED RIDGE EXTENDING EAST AND
 GG0814'WEST.
 GG0814'
 GG0814'TO REACH FROM CITY HALL IN CLAREMORE GO EAST ON STATE HIGHWAY
 GG0814'20 FOR 5.1 MILES TO A STONE HOUSE ON THE SOUTH SIDE OF THE
 GG0814'ROAD.  THE AZIMUTH MARK IS HERE, ABOUT 50 FEET NORTHWEST
 GG0814'OF HOUSE.  CONTINUE EAST ON STATE HIGHWAY 20 FOR 0.1 MILE
 GG0814'TO A SIDE ROAD TO THE NORTH, AT A YELLOW HOUSE ON THE NORTH
 GG0814'SIDE OF STATE HIGHWAY 20, TURN NORTH AND GO 0.4 MILE, THEN MAKE
 GG0814'A JOG TO THE EAST FOR 0.1 MILE, THENCE NORTH 1.2 MILES TO
 GG0814'A GATE ON THE EAST SIDE OF THE ROAD, GO THROUGH GATE AND
 GG0814'ACROSS FIELD TO THE NORTHEAST TO THE NORTH SIDE OF A
 GG0814'PROMINENT HILL, THENCE FOLLOW A DIM TRAIL TO THE SOUTHEAST TO
 GG0814'THE TOP OF HILL AND STATION.
 GG0814'
 GG0814'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION,
 GG0814'1 FOOT SOUTH OF FENCE LINE AND ABOUT 3 INCHES ABOVE SURFACE
 GG0814'OF GROUND.  REFERENCE MARK NO. 2 IS SOUTHEAST OF THE
 GG0814'STATION JUST NORTH OF RIM OF KNOLL.
 GG0814'
 GG0814'AZIMUTH MARK IS ABOUT 1.5 MILES SOUTH-SOUTHWEST
 GG0814'OF THE STATION, 50 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY
 GG0814'20, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 GG0814'
 GG0814'NOTE- THE AZIMUTH OF REFERENCE MARK NO. 2 FAILED TO CHECK
 GG0814'BY 2. MINUTES.
 GG0814
 GG0814                          STATION RECOVERY (1960)
 GG0814
 GG0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0814'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 GG0814'STATION MARK RECOVERED 3.5 FEET EAST-NORTHEAST OF A 5 INCH
 GG0814'OAK TREE.  R.M. NO. 1 IS NORTHEAST OF THE STATION AND IS
 GG0814'1.5 FEET SOUTH OF A WOVEN-WIRE FENCE.  R.M. NO. 2 IS SOUTHEAST
 GG0814'OF THE STATION AT THE SOUTH EDGE OF THE HILL.
 GG0814'
 GG0814'TO REACH THE STATION FROM CLAREMORE, FROM THE CITY HALL,
 GG0814'GO EAST ON WILL ROGERS AVENUE AND STATE HIGHWAY 20 FOR 4.8 MILES
 GG0814'TO A ROCK HOUSE ON THE RIGHT AND AZIMUTH MARK TO NORTHWEST
 GG0814'OF THE HOUSE (MARK IS NORTHWEST OF HOUSE, 50 FEET SOUTH OF
 GG0814'CENTERLINE OF HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE CORNER),
 GG0814'CONTINUE EAST FOR 0.15 MILE, TURN LEFT AND GO NORTH FOR 0.4
 GG0814'MILE, TURN RIGHT AND GO EAST FOR 0.1 MILE, TURN LEFT AND GO
 GG0814'NORTH FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 GG0814'EAST FOR 0.25 MILE TO A GATE ON LEFT, TURN LEFT THROUGH GATE
 GG0814'AND FOLLOW FARM ROAD NORTH AND NORTHEAST FOR ABOUT 0.3 MILE
 GG0814'TO SOME FARM BUILDINGS AND END OF TRUCK TRAVEL.  PACK
 GG0814'NORTH-NORTHWEST TO SUMMIT OF WEST EDGE OF HILL AND
 GG0814'STATION.
 GG0814
 GG0814                          STATION RECOVERY (1968)
 GG0814
 GG0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0814'ALL DISTANCES ARE SLOPE DISTANCES.
 GG0814'
 GG0814'STA. MK., REF. MKS. AND AZI. MK. WERE FOUND IN GOOD
 GG0814'CONDITION AS DESCRIBED.
 GG0814'
 GG0814'THE OLD DESCRIPTION IS ADEQUATE.
 GG0814
 GG0814                          STATION RECOVERY (1968)
 GG0814
 GG0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0814'RECOVERED IN GOOD CONDITION.
 GG0814
 GG0814                          STATION RECOVERY (1986)
 GG0814
 GG0814'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0814'MARK NOT FOUND.
 GG0814
 GG0814                          STATION RECOVERY (2001)
 GG0814
 GG0814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDB)
 GG0814'STATION AND (2) REFERENCES UNDISTURBED. STATION HAS A 10 INCH BLACK
 GG0814'OAK LEANING OVER IT. STATION IS GPS-ABLE IN WINTER. OWNER, MR STIMPSON
 GG0814'HAS PRESERVED THE MONUMENTS. AZIMUTH MARK MAY BE DESTROYED AS NEW
 GG0814'CONSTRUCTION OF HIGHWAY 20 PASSES THROUGH LOCATION OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1005 ***********************************************************************
 EK1005  DESIGNATION -  PINE
 EK1005  PID         -  EK1005
 EK1005  STATE/COUNTY-  OK/ATOKA
 EK1005  COUNTRY     -  US
 EK1005  USGS QUAD   -  KIOWA (2019)
 EK1005
 EK1005                         *CURRENT SURVEY CONTROL
 EK1005  ______________________________________________________________________
 EK1005* NAD 83(1993) POSITION- 34 37 54.89635(N) 095 55 04.86654(W)   ADJUSTED
 EK1005* NAVD 88 ORTHO HEIGHT -   388.15  (+/-2cm)     1273.5   (feet) VERTCON3
 EK1005  ______________________________________________________________________
 EK1005  GEOID HEIGHT    -        -29.415 (meters)                     GEOID18
 EK1005  LAPLACE CORR    -         -6.46  (seconds)                    DEFLEC18
 EK1005  HORZ ORDER      -  FIRST
 EK1005  VERT ORDER      -  THIRD ? (See Below)
 EK1005
 EK1005.The horizontal coordinates were established by classical geodetic methods
 EK1005.and adjusted by the National Geodetic Survey in November 1994.
 EK1005
 EK1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1005
 EK1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1005.GEOID18 height accuracy estimate available here.
 EK1005
 EK1005.The vertical order pertains to the NGVD 29 superseded value.
 EK1005
 EK1005.Click photographs - Photos may exist for this station.
 EK1005
 EK1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1005
 EK1005. The following values were computed from the NAD 83(1993) position.
 EK1005
 EK1005;                    North         East     Units Scale Factor Converg.
 EK1005;SPC OK S     -   146,011.777   790,881.753   MT  0.99993629   +1 10 54.4
 EK1005;SPC OK S     -   479,040.31  2,594,751.22   sFT  0.99993629   +1 10 54.4
 EK1005;UTM  15      - 3,836,098.305   232,497.832   MT  1.00048208   -1 39 33.5
 EK1005;UTM  14      - 3,836,546.131   782,538.109   MT  1.00058405   +1 45 09.6
 EK1005
 EK1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1005!SPC OK S     -   0.99994369  x   0.99993629  =   0.99987999
 EK1005!UTM  15      -   0.99994369  x   1.00048208  =   1.00042574
 EK1005!UTM  14      -   0.99994369  x   1.00058405  =   1.00052771
 EK1005
 EK1005:                Primary Azimuth Mark                     Grid Az
 EK1005:SPC OK S     -  PINE AZ MK                               001 39 25.2
 EK1005:UTM  15      -  PINE AZ MK                               004 29 53.1
 EK1005:UTM  14      -  PINE AZ MK                               001 05 10.0
 EK1005
 EK1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3249736098(NAD 83)
 EK1005
 EK1005|---------------------------------------------------------------------|
 EK1005| PID    Reference Object                     Distance      Geod. Az  |
 EK1005|                                                           dddmmss.s |
 EK1005| CY2831 PINE AZ MK                                         0025019.6 |
 EK1005| CY2832 PINE RM 1                            27.935 METERS 21824     |
 EK1005| CY2833 PINE RM 2                            24.608 METERS 27701     |
 EK1005|---------------------------------------------------------------------|
 EK1005
 EK1005                          SUPERSEDED SURVEY CONTROL
 EK1005
 EK1005  NAD 83(1986)-  34 37 54.90117(N)    095 55 04.86129(W) AD(       ) 1
 EK1005  NAD 27      -  34 37 54.55580(N)    095 55 03.89040(W) AD(       ) 1
 EK1005  NGVD 29             388.04   (m)         1273.1    (f) LEVELING    3  
 EK1005
 EK1005.Superseded values are not recommended for survey control.
 EK1005
 EK1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1005.See file dsdata.pdf to determine how the superseded data were derived.
 EK1005
 EK1005_MARKER: DS = TRIANGULATION STATION DISK
 EK1005_SETTING: 66 = SET IN ROCK OUTCROP
 EK1005_STAMPING: PINE USGS 1935
 EK1005_MARK LOGO: CGS
 EK1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK1005+STABILITY: POSITION/ELEVATION WELL
 EK1005
 EK1005  HISTORY     - Date     Condition        Report By
 EK1005  HISTORY     - 1935     MONUMENTED       CGS
 EK1005  HISTORY     - 1955     GOOD             CGS
 EK1005  HISTORY     - 1967     GOOD             CGS
 EK1005  HISTORY     - 1969     GOOD             OKDH
 EK1005
 EK1005                          STATION DESCRIPTION
 EK1005
 EK1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK1005'STATION IS ABOUT 6 MILES SSW OF KIOWA, ABOUT 2 MILES S OF REYNOLDS
 EK1005'SCHOOL NO. 2, IN NE 1/4, SEC. 22, T 2 N, R 13 E, ON THE
 EK1005'HIGHEST POINT OF PINE MOUNTAIN, ABOUT 170 PACES W OF THE
 EK1005'FIRST SECTION-LINE W OF KIOWA, 25 FEET N OF AN 18-INCH PINE
 EK1005'TREE, 24 FEET W OF A 12-INCH OAK TREE, 34 FEET ENE OF A
 EK1005'10-INCH PINE TREE.  OWNERSHIP OF LAND UNKNOWN.
 EK1005'
 EK1005'THE STATION MARK IS A STANDARD DISK WEDGED AND CEMENTED INTO
 EK1005'AN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 8 INCHES ABOVE
 EK1005'THE SURFACE.  THE PROTRUDING PORTION OF THE BEDROCK IS ABOUT
 EK1005'3 BY 5 FEET.
 EK1005'
 EK1005'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A LARGE
 EK1005'(ABOUT 7-BY 20-FOOT) FLAT, OUTCROPPING BEDROCK.  IT IS SSW
 EK1005'OF THE STATION, 31 FEET NNE OF A 15-INCH BLAZED OAK TREE,
 EK1005'25 FEET NE OF A 12-INCH PINE TREE, 26 FEET S OF THE MOST
 EK1005'SOUTHERLY OF TWO 10-INCH OAK TREES.
 EK1005'
 EK1005'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, IN A FLAT,
 EK1005'OUTCROPPING BEDROCK THAT IS ABOUT 6 FEET IN DIAMETER AND
 EK1005'PROJECTS ABOUT 6 INCHES.  IT IS W OF THE STATION AND NEAR
 EK1005'ITS SE EDGE, 13 FEET SE OF A 10-INCH OAK TREE, 19 FEET S
 EK1005'OF A 14-INCH PINE TREE, 24 FEET NW OF A 15-INCH OAK TREE,
 EK1005'84.99 FEET NNW OF REFERENCE MARK NO. 1.
 EK1005'
 EK1005'AZIMUTH MARK IS N OF STATION, ON GROUNDS OF REYNOLDS SCHOOL
 EK1005'NO. 2, IN W CENTER OF ROOF OF CYCLONE CELLAR, 1 FOOT E OF
 EK1005'ITS W END, ABOUT 90 FEET SSW OF SW CORNER OF THE SCHOOLHOUSE,
 EK1005'ABOUT 180 FEET S OF THE E-W ROAD.
 EK1005'
 EK1005'THE MARK IS A STANDARD BRONZE DISK WEDGED AND CEMENTED INTO
 EK1005'A DRILL-HOLE IN THE CONCRETE ROOF OF THE CELLAR.
 EK1005'
 EK1005'TO REACH FROM KIOWA, GO S ON U.S. HIGHWAY 73, 4.2 MILES TO A
 EK1005'ROAD LEADING E ACROSS RAILROAD TRACKS (THIS ROAD IS ABOUT
 EK1005'1/4 MILE N OF A SMALL LAKE THAT IS ON THE E SIDE OF THE
 EK1005'RAILROAD TRACKS).  THENCE E ACROSS TRACKS 0.1 MILE TO TURN
 EK1005'S, THENCE S 0.45 MILE TO TURN E, THENCE E 0.35 MILE TO A SMALL
 EK1005'CREEK, CONTINUE E 0.65 MILE TO THE REYNOLDS SCHOOL NO. 2
 EK1005'AND A WIRE GATE AT THE NE CORNER OF SCHOOL GROUNDS.  GO
 EK1005'THROUGH GATE AND TURN S ON WAGON TRAIL AND GO 0.7 MILE TO
 EK1005'FORK.  TAKE LEFT FORK AND CONTINUE S 0.25 MILE TO A SMALL
 EK1005'CREEK, A LOG CABIN, AND END OF TRUCK TRAVEL.  FROM HERE GO
 EK1005'ABOUT DUE S (ABOUT 1 MILE) TO TOP OF MOUNTAIN.  THENCE
 EK1005'CONTINUE ABOUT S 25 DEGREES W FOR ABOUT 3/4 MILE TO HIGHEST
 EK1005'POINT OF MOUNTAIN AND STATION.
 EK1005'
 EK1005'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 EK1005'
 EK1005'HEIGHT OF LIGHT ABOVE STATION MARK-74 FEET.
 EK1005
 EK1005                          STATION RECOVERY (1955)
 EK1005
 EK1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1005'STATION RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 EK1005'ALL MARKS ARE USC AND GS DISKS WITH USGS STAMPED ON THEM.
 EK1005'THE OLD ROUTE TO THE STATION IS OBSOLETE.  THE NEW ROUTE
 EK1005'APPROACHES THE STATION FROM THE EAST AS DESCRIBED BELOW.
 EK1005'A COMPLETE DESCRIPTION FOLLOWS.
 EK1005'
 EK1005'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTH SOUTHWEST
 EK1005'OF KIOWA, 5-1/2 MILES NORTHWEST OF CHOCKIE, 1-1/2 MILES
 EK1005'SOUTHEAST OF U.S. HIGHWAY 69 ON THE HIGHEST POINT OF PINE
 EK1005'MOUNTAIN.
 EK1005'
 EK1005'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION
 EK1005'IN KIOWA GO SOUTH ON U.S. HIGHWAY 69 FOR 15.3 MILES TO A
 EK1005'SIDE ROAD ON THE LEFT, EAST, SIDE OF THE HIGHWAY (THIS IS 0.4
 EK1005'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 EK1005'HIGHWAY 43).  TURN LEFT, CROSS THE RAILROAD TRACKS AND GO
 EK1005'2.6 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE TO A
 EK1005'FORK.  TAKE THE RIGHT FORK AND GO 1.1 MILES TO THE EAST
 EK1005'BOUNDARY OF THE GAME REFUGE.  CONTINUE NORTHEASTERLY, ON
 EK1005'THE MAIN ROAD, FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT.
 EK1005'CONTINUE, STRAIGHT AHEAD, ON THE MAIN ROAD FOR 3.6 MILES TO
 EK1005'A ROAD INTERSECTION.  TURN LEFT, NORTH, AND GO 0.8 MILE TO
 EK1005'A ROAD INTERSECTION.  TURN LEFT, NORTH, AND GO 3.6 MILES
 EK1005'TO A TRACK ROAD ON THE LEFT AFTER CROSSING A BRIDGE.
 EK1005'TURN LEFT, WEST, AND GO 0.2 MILE TO A CABIN ON THE RIGHT.
 EK1005'CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.3 MILE TO A GATE.
 EK1005'PASS THROUGH THE GATE AND GO 0.3 MILE TO A SECOND GATE.
 EK1005'PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD ON A
 EK1005'ROUGH ROCKY ROAD FOR 1.3 MILES TO A FORK AND A FEEDING
 EK1005'CORRAL FOR STOCK.  CONTINUE STRAIGHT AHEAD FOR 0.1
 EK1005'MILE TO A DIM CROSS ROAD AND THE STATION ON THE RIGHT.
 EK1005'IN WET WEATHER A FOUR WHEEL DRIVE TRUCK SHOULD BE USED
 EK1005'FROM THE CABIN ON TO THE STATION.
 EK1005'
 EK1005'STATION MARK, STAMPED PINE USGS 1935, IS A STANDARD DISK
 EK1005'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 EK1005'6 INCHES AND IS ABOUT 2 BY 3 FEET.  IT IS 25.0 FEET EAST
 EK1005'OF THE CENTERLINE OF A TRACK ROAD THAT RUNS PARALLEL TO A
 EK1005'WIRE FENCE AND 10.0 FEET SOUTHWEST OF A WITNESS POST.
 EK1005'
 EK1005'REFERENCE MARK NUMBER 1, STAMPED PINE USGS NO 1 1935, IS
 EK1005'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EK1005'BEDROCK THAT PROJECTS 2 INCHES AND IS ABOUT THE SAME ELEVATION
 EK1005'AS THE STATION.  IT IS IN THE LEFT TRACK OF THE ROAD LEADING
 EK1005'TO THE STATION.
 EK1005'
 EK1005'REFERENCE MARK NUMBER 2, STAMPED PINE USGS NO 2 1935, IS
 EK1005'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EK1005'BEDROCK THAT PROJECTS ABOUT 4 INCHES.  IT IS ABOUT THE SAME
 EK1005'ELEVATION AS THE STATION, 10.0 FEET WEST OF A WIRE FENCE
 EK1005'AND 20.0 FEET NORTH OF A GATE IN THE FENCE LINE.
 EK1005'
 EK1005'AZIMUTH MARK, STAMPED PINE USGS 1935 AZIMUTH, IS A STANDARD
 EK1005'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE WEST
 EK1005'END OF A CONCRETE CYCLONE CELLAR OF THE REYNOLDS SCHOOL.
 EK1005'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE YOU TURN OFF
 EK1005'U.S. HIGHWAY 69 TO REACH THE STATION, GO NORTHERLY ON U.S.
 EK1005'HIGHWAY 69 FOR 9.7 MILES TO A TURN OFF ONTO THE OLD HIGHWAY
 EK1005'ON THE RIGHT.  TURN RIGHT ON THE OLD HIGHWAY AND CONTINUE
 EK1005'NORTHERLY FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 EK1005'RIGHT, CROSS THE RAILROAD TRACKS, TAKE THE RIGHT FORK AND GO 0.5
 EK1005'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.8 MILE TO A FORK
 EK1005'JUST WEST OF THE REYNOLDS SCHOOL.  TAKE THE RIGHT FORK
 EK1005'INTO THE SCHOOL GROUNDS, TURN RIGHT AND GO 100 YARDS TO
 EK1005'THE CYCLONE CELLAR AND THE AZIMUTH MARK.  IT IS 1.0 FOOT
 EK1005'EAST OF THE WEST END AND DIRECTLY OVER THE DOOR.
 EK1005'
 EK1005'NOTE--DIFFERENCE IN DIRECTION TO THE AZIMUTH MARK WAS NOTED
 EK1005'IN THE FIELD BUT NO APPARENT MOVEMENT WAS FOUND.
 EK1005
 EK1005                          STATION RECOVERY (1967)
 EK1005
 EK1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EK1005'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 EK1005'MARK WERE RECOVERED IN GOOD CONDITION.  STATION OCCUPIED
 EK1005'FOR AN ASTRONOMIC AZIMUTH TO CONFIRM CORRECT DIRECTION TO
 EK1005'AZIMUTH MARK.
 EK1005'
 EK1005'DUE TO CHANGES TAKEN PLACE SINCE STATION WAS LAST RECOVERED
 EK1005'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 6 MILES
 EK1005'SOUTH OF KIOWA, 2 MILES SOUTH OF THE OLD REYNOLDS SCHOOL)
 EK1005'NOW ABANDON), 7 MILES SOUTHWEST OF VILLAGE OF PITTSBURG,
 EK1005'ON HIGHEST PART OF GROUND ABOUT 0.1 MILE NORTH OF A MICROWAVE
 EK1005'TOWER ON PINE MTN., IN NE 1/4 SEC. 22, T 2 N, R 13 E.
 EK1005'
 EK1005'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND
 EK1005'U.S. HIGHWAY 69 IN KIOWA, GO EAST ON HIGHWAY 63, TOWARDS
 EK1005'PITTSBURG, 2.0 MILES TO A CROSSROAD, JUST AFTER CROSSING
 EK1005'BRIDGE.  TURN RIGHT, SOUTH, GO 4.2 MILES TO TOP OF RIDGE
 EK1005'AT A METAL GATE AND SIDE ROAD ON RIGHT.  TURN RIGHT, AND
 EK1005'FOLLOW THE ROCK ROAD, SOUTHWESTERLY, ALONG TOP OF RIDGE 4.0
 EK1005'MILES TO SUMMIT OF ROAD AND STATION.
 EK1005'
 EK1005'STATION MARK, A STANDARD DISK, STAMPED PINE USGS 1935, IS
 EK1005'CEMENTED IN OUTCROPPING BEDROCK.  THE OUTCROP OF SAND ROCK
 EK1005'IS ABOUT 3 FT BY 4 FT AND ABOUT FLUSH WITH GROUND.  IT IS
 EK1005'68.0 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, 39.0 FEET
 EK1005'EAST OF CENTER OF ROCK ROAD, AND ABOUT 15 FEET SOUTH OF A
 EK1005'6-INCH OAK TREE WITH A METAL WITNESS SIGN.
 EK1005'
 EK1005'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED PINE USGS
 EK1005'NO 1 1935 IS CEMENTED IN A DRILL HOLE IN A FLAT ROCK OUTCROP
 EK1005'ABOUT 4 FT BY 4 FT AND PROJECTS 4 INCHES ABOVE GROUND.  IT
 EK1005'IS SAME ELEVATION AS THE STATION AND IS 22 FEET EAST OF CENTER
 EK1005'LINE OF ROAD.
 EK1005'
 EK1005'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED PINE USGS
 EK1005'NO 2 1935 IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  THE
 EK1005'SAND ROCK IS ABOUT 2 FT BY 3 FT AND PROJECTS 12 INCHES ABOVE
 EK1005'GROUND.  IT IS ABOUT SAME ELEVATION AS STATION AND IS 37.0
 EK1005'FEET WEST OF CENTER LINE OF ROAD.
 EK1005'
 EK1005'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED PINE
 EK1005'USGS 1935, IS CEMENTED IN A DRILL HOLE IN THE ROOF OF A
 EK1005'CONCRETE CYCLONE CELLAR AT THE REYNOLDS SCHOOL.  IT IS AT
 EK1005'THE WEST END AND APEX OF ROOF.
 EK1005'
 EK1005'TO REACH AZIMUTH MARK FROM JUNCTION OF STATE HIGHWAY 63 AND
 EK1005'U.S. HIGHWAY 69 IN KIOWA, GO SOUTH ON HIGHWAY 69 FOR 5.75
 EK1005'MILES TO SIDE ROAD ON LEFT.  TURN SHARP LEFT, NORTHEAST, FOLLOW
 EK1005'SURFACE ROAD (OLD HIGHWAY 69) 1.4 MILES TO A ROAD FORK.  TAKE
 EK1005'RIGHT FORK, CROSS RAILROAD TRACKS, GO 0.55 MILE TO A ROAD
 EK1005'FORK.  TAKE LEFT FORK, GO 0.85 MILE TO REYNOLDS SCHOOL HOUSE
 EK1005'NO. 2 AND AZIMUTH MARK ABOUT 75 YARDS SOUTHWEST OF THE SCHOOL
 EK1005'BUILDING.
 EK1005'
 EK1005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 EK1005'SOUTH OF KIOWA
 EK1005
 EK1005                          STATION RECOVERY (1969)
 EK1005
 EK1005'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1969 (RNS)
 EK1005'PINE USGS RECOVERED GOOD.
 EK1005'
 EK1005'RM NO 1 RECOVERED GOOD.
 EK1005'
 EK1005'RM NO 2 RECOVERED GOOD.
 EK1005'
 EK1005'AZ MARK RECOVERED GOOD.
 EK1005'
 EK1005'DESCRIPTION SHOULD READ--FROM THE JUNCTION OF US-69 HIGHWAY AND
 EK1005'SH-63 HIGHWAY IN KIOWA, GO EAST ON SH-63 FOR 2.0 MILES TO A
 EK1005'SECTIONLINE ROAD ON THE RIGHT.  GO SOUTH ON MAIN GRAVELED ROAD FOR
 EK1005'4.30 MILES TO CHATT ROAD ON RIGHT AT THE TOP OF THE MOUNTAIN.
 EK1005'TAKE CHATT ROAD SOUTHWESTERLY FOR 4.50 MILES TO STATION.  STATION
 EK1005'IS APPROXIMATELY 25 FEET EAST OF ROAD.  STATION IS
 EK1005'APPROXIMATELY 500 FEET NORTH OF SOUTHWESTERN BELL MICROWAVE
 EK1005'RELAY STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0901 ***********************************************************************
 FJ0901  DESIGNATION -  PINK
 FJ0901  PID         -  FJ0901
 FJ0901  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0901  COUNTRY     -  US
 FJ0901  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0901
 FJ0901                         *CURRENT SURVEY CONTROL
 FJ0901  ______________________________________________________________________
 FJ0901* NAD 83(1993) POSITION- 35 15 32.46745(N) 097 07 02.99568(W)   ADJUSTED
 FJ0901* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 FJ0901  ______________________________________________________________________
 FJ0901  GEOID HEIGHT    -        -26.753 (meters)                     GEOID18
 FJ0901  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 FJ0901  HORZ ORDER      -  SECOND
 FJ0901
 FJ0901.The horizontal coordinates were established by classical geodetic methods
 FJ0901.and adjusted by the National Geodetic Survey in November 1994.
 FJ0901
 FJ0901.The orthometric height was scaled from a topographic map.
 FJ0901
 FJ0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0901.GEOID18 height accuracy estimate available here.
 FJ0901
 FJ0901.Click photographs - Photos may exist for this station.
 FJ0901
 FJ0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0901
 FJ0901. The following values were computed from the NAD 83(1993) position.
 FJ0901
 FJ0901;                    North         East     Units Scale Factor Converg.
 FJ0901;SPC OK S     -   213,962.044   680,306.621   MT  1.00000518   +0 30 03.3
 FJ0901;SPC OK S     -   701,973.81  2,231,972.64   sFT  1.00000518   +0 30 03.3
 FJ0901;UTM  14      - 3,903,392.237   671,248.639   MT  0.99996142   +1 05 13.1
 FJ0901
 FJ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0901!SPC OK S     -   0.99994988  x   1.00000518  =   0.99995506
 FJ0901!UTM  14      -   0.99994988  x   0.99996142  =   0.99991130
 FJ0901
 FJ0901:                Primary Azimuth Mark                     Grid Az
 FJ0901:SPC OK S     -  PINK AZ MK                               273 38 06.4
 FJ0901:UTM  14      -  PINK AZ MK                               273 02 56.6
 FJ0901
 FJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7124803392(NAD 83)
 FJ0901
 FJ0901|---------------------------------------------------------------------|
 FJ0901| PID    Reference Object                     Distance      Geod. Az  |
 FJ0901|                                                           dddmmss.s |
 FJ0901| CL5989 PINK RM 1                            18.443 METERS 25357     |
 FJ0901| FJ0906 PINK AZ MK                          APPROX. 0.8 KM 2740809.7 |
 FJ0901| CL5990 PINK RM 2                            19.791 METERS 35453     |
 FJ0901|---------------------------------------------------------------------|
 FJ0901
 FJ0901                          SUPERSEDED SURVEY CONTROL
 FJ0901
 FJ0901  NAD 83(1986)-  35 15 32.47299(N)    097 07 02.97848(W) AD(       ) 2
 FJ0901  NAD 27      -  35 15 32.21991(N)    097 07 01.88495(W) AD(       ) 2
 FJ0901
 FJ0901.Superseded values are not recommended for survey control.
 FJ0901
 FJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0901.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0901
 FJ0901_MARKER: DS = TRIANGULATION STATION DISK
 FJ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0901_STAMPING: PINK 1957
 FJ0901_MARK LOGO: CGS
 FJ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0901+STABILITY: SURFACE MOTION
 FJ0901
 FJ0901  HISTORY     - Date     Condition        Report By
 FJ0901  HISTORY     - 1957     MONUMENTED       CGS
 FJ0901  HISTORY     - 1984     GOOD             LOCENG
 FJ0901
 FJ0901                          STATION DESCRIPTION
 FJ0901
 FJ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0901'STATION IS ABOUT 10 MILES WEST OF TECUMSEH, 1-1/2 MILES EAST
 FJ0901'OF THE CLEVELAND-POTTAWATOMIE COUNTY LINE, IN PASTURE LAND
 FJ0901'OWNED BY L.S. WINTERS WHO OPERATES A STORE IN THE SETTLEMENT
 FJ0901'OF PINK, WHICH IS ABOUT 0.15 MILE NORTHWEST OF THE STATION
 FJ0901'AND IN THE NORTHWEST CORNER OF SECTION 17, T 9 N, R 2 E.
 FJ0901'
 FJ0901'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 18 AT THE
 FJ0901'NORTH EDGE OF TECUMSEH, GO WEST ON HIGHWAY 9 FOR 10.5 MILES
 FJ0901'TO THE SETTLEMENT OF PINK AND THE WINTERS STORE ON THE LEFT.
 FJ0901'MR. WINTERS MUST BE CONTACTED BEFORE VISITING THE STATION.
 FJ0901'THE AZIMUTH MARK IS REACHED FROM THE STORE BY CONTINUING WEST
 FJ0901'ON THE HIGHWAY FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 FJ0901'
 FJ0901'STATION MARKS ARE STANDARD DISKS, STAMPED PINK 1957.  THE
 FJ0901'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0901'6 INCHES.  IT IS 391 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FJ0901'THE WINTERS FARM HOUSE, ABOUT 220 FEET SOUTHWEST OF THE SOUTH
 FJ0901'EDGE OF A POND, 29 FEET WEST OF THE WEST EDGE OF A GULLY AND 17
 FJ0901'FEET NORTH OF A PROPERTY LINE FENCE.  A WHITE POST WAS SET 1 FOOT
 FJ0901'SOUTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 FJ0901'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ0901'SURFACE.
 FJ0901'
 FJ0901'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PINK NO 1 1957,
 FJ0901'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 FJ0901'IT IS IN A FENCE LINE, 411 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 FJ0901'CORNER OF THE HOUSE, AND 87 FEET WEST OF THE GULLY.
 FJ0901'
 FJ0901'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PINK NO 2 1957,
 FJ0901'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ0901'IT IS 336 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 FJ0901'81 FEET NORTH OF THE FENCE AND 38 FEET WEST OF THE WEST EDGE
 FJ0901'OF THE GULLY.
 FJ0901'
 FJ0901'AZIMUTH MARK IS A STANDARD DISK, STAMPED PINK 1957, SET IN A
 FJ0901'10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 60
 FJ0901'FEET SOUTHWEST OF A FENCE CORNER, 52 FEET NORTHWEST OF THE
 FJ0901'CENTER OF THE HIGHWAY, 13 FEET NORTHEAST OF A 24-INCH TREE, 2
 FJ0901'FEET NORTHWEST OF A RIGHT-OF-WAY FENCE AND ABOUT 8 FEET ABOVE
 FJ0901'THE HIGHWAY LEVEL.
 FJ0901'
 FJ0901'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED T T 18 1103
 FJ0901'1955, SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES
 FJ0901'IS ABOUT 400 FEET NORTH OF THE CENTER OF THE HIGHWAY, 75 FEET
 FJ0901'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 20 FEET
 FJ0901'WEST OF THE CENTER OF A DRIVEWAY, 9 FEET SOUTH OF A POWERLINE
 FJ0901'POLE NUMBERED 3357 AND 3 FEET SOUTHEAST OF A BARN LOT FENCE
 FJ0901'CORNER.
 FJ0901'
 FJ0901'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FJ0901
 FJ0901                          STATION RECOVERY (1984)
 FJ0901
 FJ0901'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (NC)
 FJ0901'PINK-1957 FOUND TRI-STATION AND REF NO 1 AND NO. 2.  ALL IN GOOD
 FJ0901'CONDITION.
 FJ0901'
 FJ0901'PLACED ORANGE PLASTIC MARKER POST ALONGSIDE EACH MONUMENT.
 FJ0901'
 FJ0901'NEAR CENTER OF SEC. 17 T9N R2E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0906 ***********************************************************************
 FJ0906  DESIGNATION -  PINK AZ MK
 FJ0906  PID         -  FJ0906
 FJ0906  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0906  COUNTRY     -  US
 FJ0906  USGS QUAD   -  STELLA (2018)
 FJ0906
 FJ0906                         *CURRENT SURVEY CONTROL
 FJ0906  ______________________________________________________________________
 FJ0906* NAD 83(1993) POSITION- 35 15 34.27090(N) 097 07 33.41958(W)   ADJUSTED
 FJ0906* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 FJ0906  ______________________________________________________________________
 FJ0906  GEOID HEIGHT    -        -26.749 (meters)                     GEOID18
 FJ0906  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 FJ0906  HORZ ORDER      -  THIRD
 FJ0906
 FJ0906.The horizontal coordinates were established by classical geodetic methods
 FJ0906.and adjusted by the National Geodetic Survey in November 1994.
 FJ0906
 FJ0906.The orthometric height was scaled from a topographic map.
 FJ0906
 FJ0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0906.GEOID18 height accuracy estimate available here.
 FJ0906
 FJ0906.Click photographs - Photos may exist for this station.
 FJ0906
 FJ0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0906
 FJ0906. The following values were computed from the NAD 83(1993) position.
 FJ0906
 FJ0906;                    North         East     Units Scale Factor Converg.
 FJ0906;SPC OK S     -   214,010.930   679,537.120   MT  1.00000528   +0 29 46.1
 FJ0906;SPC OK S     -   702,134.19  2,229,448.03   sFT  1.00000528   +0 29 46.1
 FJ0906;UTM  14      - 3,903,433.248   670,478.713   MT  0.99995818   +1 04 55.6
 FJ0906
 FJ0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0906!SPC OK S     -   0.99995082  x   1.00000528  =   0.99995610
 FJ0906!UTM  14      -   0.99995082  x   0.99995818  =   0.99990900
 FJ0906
 FJ0906:                Primary Azimuth Mark                     Grid Az
 FJ0906:SPC OK S     -  PINK                                     093 38 06.1
 FJ0906:UTM  14      -  PINK                                     093 02 56.6
 FJ0906
 FJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7047803433(NAD 83)
 FJ0906
 FJ0906|---------------------------------------------------------------------|
 FJ0906| PID    Reference Object                     Distance      Geod. Az  |
 FJ0906|                                                           dddmmss.s |
 FJ0906| FJ0910 TT 18                               155.315 METERS 01333     |
 FJ0906| FJ0901 PINK                                APPROX. 0.8 KM 0940752.2 |
 FJ0906|---------------------------------------------------------------------|
 FJ0906
 FJ0906                          SUPERSEDED SURVEY CONTROL
 FJ0906
 FJ0906  NAD 83(1986)-  35 15 34.27646(N)    097 07 33.40237(W) AD(       ) 3
 FJ0906  NAD 27      -  35 15 34.02359(N)    097 07 32.30798(W) AD(       ) 3
 FJ0906
 FJ0906.Superseded values are not recommended for survey control.
 FJ0906
 FJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0906.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0906
 FJ0906_MARKER: DZ = AZIMUTH MARK DISK
 FJ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0906_STAMPING: PINK 1957
 FJ0906_MARK LOGO: CGS
 FJ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0906+STABILITY: SURFACE MOTION
 FJ0906
 FJ0906  HISTORY     - Date     Condition        Report By
 FJ0906  HISTORY     - 1957     MONUMENTED       CGS
 FJ0906  HISTORY     - 1984     GOOD             LOCENG
 FJ0906
 FJ0906                          STATION DESCRIPTION
 FJ0906
 FJ0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0906'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 18 AT THE
 FJ0906'NORTH EDGE OF TECUMSEH, GO WEST ON HIGHWAY 9 FOR 10.5 MILES
 FJ0906'TO THE SETTLEMENT OF PINK AND THE WINTERS STORE ON THE LEFT.
 FJ0906'MR. WINTERS MUST BE CONTACTED BEFORE VISITING THE STATION.
 FJ0906'THE AZIMUTH MARK IS REACHED FROM THE STORE BY CONTINUING WEST
 FJ0906'ON THE HIGHWAY FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 FJ0906'
 FJ0906'AZIMUTH MARK IS A STANDARD DISK, STAMPED PINK 1957, SET IN A
 FJ0906'10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 60
 FJ0906'FEET SOUTHWEST OF A FENCE CORNER, 52 FEET NORTHWEST OF THE
 FJ0906'CENTER OF THE HIGHWAY, 13 FEET NORTHEAST OF A 24-INCH TREE, 2
 FJ0906'FEET NORTHWEST OF A RIGHT-OF-WAY FENCE AND ABOUT 8 FEET ABOVE
 FJ0906'THE HIGHWAY LEVEL.
 FJ0906
 FJ0906                          STATION RECOVERY (1984)
 FJ0906
 FJ0906'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (NC)
 FJ0906'PINK-1957 FOUND U.S.C. AND G.S. DISC IN CONC. MON. PROJECTING 1 FOOT,
 FJ0906'IN N. R/W FENCE OF HWY 9 AND 14 FEET EAST OF A LONE 30 INCH OAK
 FJ0906'TREE.
 FJ0906'
 FJ0906'PLACED ORANGE PLASTIC MARKER POST ALONGSIDE.
 FJ0906'
 FJ0906'NEAR CENTER OF NE 1/4 - NE 1/4 SEC. 18 T 9 N R 2 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0804 ***********************************************************************
 GH0804  DESIGNATION -  PIONEER
 GH0804  PID         -  GH0804
 GH0804  STATE/COUNTY-  OK/GARFIELD
 GH0804  COUNTRY     -  US
 GH0804  USGS QUAD   -  ENID SE (2018)
 GH0804
 GH0804                         *CURRENT SURVEY CONTROL
 GH0804  ______________________________________________________________________
 GH0804* NAD 83(1993) POSITION- 36 16 55.17648(N) 097 48 02.96167(W)   ADJUSTED
 GH0804* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 GH0804  ______________________________________________________________________
 GH0804  GEOID HEIGHT    -        -27.780 (meters)                     GEOID18
 GH0804  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 GH0804  HORZ ORDER      -  THIRD
 GH0804
 GH0804.The horizontal coordinates were established by classical geodetic methods
 GH0804.and adjusted by the National Geodetic Survey in November 1994.
 GH0804
 GH0804.The orthometric height was scaled from a topographic map.
 GH0804
 GH0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0804.GEOID18 height accuracy estimate available here.
 GH0804
 GH0804.Click photographs - Photos may exist for this station.
 GH0804
 GH0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0804
 GH0804. The following values were computed from the NAD 83(1993) position.
 GH0804
 GH0804;                    North         East     Units Scale Factor Converg.
 GH0804;SPC OK N     -   142,259.708   617,893.455   MT  0.99994740   +0 07 03.2
 GH0804;SPC OK N     -   466,730.39  2,027,205.44   sFT  0.99994740   +0 07 03.2
 GH0804;UTM  14      - 4,015,893.364   607,695.292   MT  0.99974290   +0 42 34.9
 GH0804
 GH0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0804!SPC OK N     -   0.99995004  x   0.99994740  =   0.99989744
 GH0804!UTM  14      -   0.99995004  x   0.99974290  =   0.99969295
 GH0804
 GH0804:                Primary Azimuth Mark                     Grid Az
 GH0804:SPC OK N     -  PIONEER AZ MK                            178 00 26.8
 GH0804:UTM  14      -  PIONEER AZ MK                            177 24 55.1
 GH0804
 GH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0769515893(NAD 83)
 GH0804
 GH0804|---------------------------------------------------------------------|
 GH0804| PID    Reference Object                     Distance      Geod. Az  |
 GH0804|                                                           dddmmss.s |
 GH0804| CL5993 PIONEER RM 2                         16.536 METERS 08626     |
 GH0804| CL5991 PIONEER AZ MK                                      1780730.0 |
 GH0804| CL5992 PIONEER RM 1                          8.098 METERS 35342     |
 GH0804|---------------------------------------------------------------------|
 GH0804
 GH0804                          SUPERSEDED SURVEY CONTROL
 GH0804
 GH0804  NAD 83(1986)-  36 16 55.18340(N)    097 48 02.95111(W) AD(       ) 3
 GH0804  NAD 27      -  36 16 55.05773(N)    097 48 01.75216(W) AD(       ) 3
 GH0804
 GH0804.Superseded values are not recommended for survey control.
 GH0804
 GH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0804.See file dsdata.pdf to determine how the superseded data were derived.
 GH0804
 GH0804_MARKER: DS = TRIANGULATION STATION DISK
 GH0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0804_STAMPING: PIONEER 1963
 GH0804_MARK LOGO: CGS
 GH0804_PROJECTION: FLUSH
 GH0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0804+STABILITY: SURFACE MOTION
 GH0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0804+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 GH0804
 GH0804  HISTORY     - Date     Condition        Report By
 GH0804  HISTORY     - 1963     MONUMENTED       CGS
 GH0804  HISTORY     - 1964     GOOD             CGS
 GH0804  HISTORY     - 1967     GOOD             CGS
 GH0804  HISTORY     - 1978     GOOD             NGS
 GH0804  HISTORY     - 1981     GOOD             LOCENG
 GH0804  HISTORY     - 20101204 GOOD             INDIV
 GH0804
 GH0804                          STATION DESCRIPTION
 GH0804
 GH0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0804'STATION IS ON THE WEST SIDE OF A NORTH-SOUTH ROAD, ABOUT
 GH0804'10 MILES SOUTHEAST OF ENID, 7-1/2 MILES SOUTHWEST OF FAIRMONT,
 GH0804'7-1/2 MILES WEST OF DOUGLAS AND 5-1/2 MILES EAST OF WAUKOMIS.
 GH0804'
 GH0804'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 64 AT
 GH0804'THE SOUTHEAST CORNER OF THE SQUARE IN ENID, GO EAST ON U.S.
 GH0804'HIGHWAY 64 FOR 2.5 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 GH0804'SOUTH ON SURFACED ROAD FOR 2.0 MILES TO A CROSS ROAD AND END OF
 GH0804'SURFACED ROAD.  CONTINUE AHEAD, SOUTH, ON GRADED ROAD FOR 5.0
 GH0804'MILES TO A CROSS ROAD AT A WINDMILL IN THE NORTHEAST ANGLE OF THE
 GH0804'INTERSECTION.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 2.0
 GH0804'MILES TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH ON GRADED
 GH0804'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.  TO REACH
 GH0804'THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRADED
 GH0804'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GH0804'
 GH0804'STATION MARK IS A STANDARD DISK, STAMPED PIONEER 1963, SET IN
 GH0804'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0804'GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTERLINE OF
 GH0804'THE GRADED ROAD, 4.3 FEET EAST OF A FENCE CORNER AND 3.8 FEET
 GH0804'EAST OF A WITNESS POST.
 GH0804'
 GH0804'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PIONEER NO 1 1963,
 GH0804'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0804'4 INCHES.  IT IS 30 FEET WEST OF THE CENTERLINE OF THE GRADED
 GH0804'ROAD, 24.5 FEET NORTH OF THE FENCE CORNER, 1.0 FOOT EAST OF
 GH0804'A FENCE.
 GH0804'
 GH0804'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIONEER NO 2 1963,
 GH0804'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0804'1 INCH.  IT IS 58 FEET EAST OF THE FENCE CORNER, 26 FEET EAST
 GH0804'OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE AND ABOUT
 GH0804'1 FOOT LOWER THAN THE STATION.
 GH0804'
 GH0804'AZIMUTH MARK IS A STANDARD DISK, STAMPED PIONEER 1963, SET
 GH0804'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 GH0804'IT IS 186 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 29
 GH0804'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 1.9 FEET
 GH0804'SOUTHWEST OF A WITNESS POST AND 1.5 FEET NORTHWEST OF THE
 GH0804'NORTH GATE POST OF A GATE.
 GH0804
 GH0804                          STATION RECOVERY (1964)
 GH0804
 GH0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0804'THE STATION, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 GH0804'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GH0804'REFERENCE MARK 1 HAS BEEN COVERED OR DESTROYED BY A NEW PRIVATE
 GH0804'ROAD.
 GH0804
 GH0804                          STATION RECOVERY (1967)
 GH0804
 GH0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PP)
 GH0804'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 GH0804
 GH0804                          STATION RECOVERY (1978)
 GH0804
 GH0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GH0804'STATION, RMS 1 AND 2, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 GH0804'
 GH0804'AIRLINE DISTANCE FROM NEAREST TOWN--7 MILES SOUTH OF ENID.
 GH0804
 GH0804                          STATION RECOVERY (1981)
 GH0804
 GH0804'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GH0804'FOUND STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO.
 GH0804'2 IN GOOD CONDITION AS DESCRIBED.
 GH0804
 GH0804                          STATION RECOVERY (2010)
 GH0804
 GH0804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0804'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0907 ***********************************************************************
 EK0907  DESIGNATION -  PITTMAN
 EK0907  PID         -  EK0907
 EK0907  STATE/COUNTY-  OK/MCCURTAIN
 EK0907  COUNTRY     -  US
 EK0907  USGS QUAD   -  BROKEN BOW (2018)
 EK0907
 EK0907                         *CURRENT SURVEY CONTROL
 EK0907  ______________________________________________________________________
 EK0907* NAD 83(1997) POSITION- 34 02 28.56714(N) 094 39 26.20256(W)   ADJUSTED
 EK0907* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 EK0907  ______________________________________________________________________
 EK0907  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 EK0907  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 EK0907  HORZ ORDER      -  FIRST
 EK0907
 EK0907.The horizontal coordinates were established by classical geodetic methods
 EK0907.and adjusted by the National Geodetic Survey in September 1999.
 EK0907
 EK0907.The orthometric height was scaled from a topographic map.
 EK0907
 EK0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0907.GEOID18 height accuracy estimate available here.
 EK0907
 EK0907.Click photographs - Photos may exist for this station.
 EK0907
 EK0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0907
 EK0907. The following values were computed from the NAD 83(1997) position.
 EK0907
 EK0907;                    North         East     Units Scale Factor Converg.
 EK0907;SPC OK S     -    83,637.177   908,604.770   MT  0.99998053   +1 53 50.6
 EK0907;SPC OK S     -   274,399.64  2,980,980.82   sFT  0.99998053   +1 53 50.6
 EK0907;UTM  15      - 3,767,970.505   347,019.947   MT  0.99988850   -0 55 40.5
 EK0907
 EK0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0907!SPC OK S     -   0.99998070  x   0.99998053  =   0.99996123
 EK0907!UTM  15      -   0.99998070  x   0.99988850  =   0.99986920
 EK0907
 EK0907:                Primary Azimuth Mark                     Grid Az
 EK0907:SPC OK S     -  CARNASAW                                 007 11 08.4
 EK0907:UTM  15      -  CARNASAW                                 010 00 39.5
 EK0907
 EK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4701967970(NAD 83)
 EK0907
 EK0907|---------------------------------------------------------------------|
 EK0907| PID    Reference Object                     Distance      Geod. Az  |
 EK0907|                                                           dddmmss.s |
 EK0907| EK0912 CARNASAW                            APPROX.11.6 KM 0090459.0 |
 EK0907| CX6063 PITTMAN AZ MK                                      0951012.7 |
 EK0907| CX6064 PITTMAN RM 1                         19.730 METERS 13056     |
 EK0907| CX6065 PITTMAN RM 2                         25.810 METERS 24048     |
 EK0907| EK0909 BROKEN BOW LOOKOUT TOWER            APPROX. 7.5 KM 2751644.8 |
 EK0907|---------------------------------------------------------------------|
 EK0907
 EK0907                          SUPERSEDED SURVEY CONTROL
 EK0907
 EK0907  NAD 83(1993)-  34 02 28.56763(N)    094 39 26.20204(W) AD(       ) 1
 EK0907  NAD 83(1986)-  34 02 28.57300(N)    094 39 26.19445(W) AD(       ) 1
 EK0907  NAD 27      -  34 02 28.17500(N)    094 39 25.42400(W) AD(       ) 1
 EK0907
 EK0907.Superseded values are not recommended for survey control.
 EK0907
 EK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0907.See file dsdata.pdf to determine how the superseded data were derived.
 EK0907
 EK0907_MARKER: DS = TRIANGULATION STATION DISK
 EK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0907_STAMPING: PITTMAN 1952
 EK0907_MARK LOGO: CGS
 EK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0907+STABILITY: SURFACE MOTION
 EK0907
 EK0907  HISTORY     - Date     Condition        Report By
 EK0907  HISTORY     - 1952     MONUMENTED       CGS
 EK0907
 EK0907                          STATION DESCRIPTION
 EK0907
 EK0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0907'STATION IS LOCATED ABOUT 5 MILES EAST NORTHEAST OF BROKEN
 EK0907'BOW ALONG NORTH SIDE OF U.S. HIGHWAY 70.  STATION IS 100 FEET
 EK0907'NORTH OF THE CENTERLINE OF HIGHWAY AND 4 FEET WEST OF WITNESS
 EK0907'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0907'PITTMAN 1952.
 EK0907'
 EK0907'REFERENCE MARK NO. 1 IS 58 FEET NORTH OF THE CENTERLINE OF
 EK0907'HIGHWAY AND 37 FEET WEST SOUTHWEST OF POWER POLE WITH TRANSFORMER.
 EK0907'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0907'PITTMAN NO 1 1952.
 EK0907'
 EK0907'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE CENTERLINE OF
 EK0907'HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EK0907'STAMPED PITTMAN NO 2 1952.
 EK0907'
 EK0907'AZIMUTH MARK IS 65 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 EK0907'4 FEET NORTH OF FENCE AND 2 FEET WEST OF WITNESS POST.  THE
 EK0907'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PITTMAN
 EK0907'1952.  CONSIDERABLE CLEARING IS NECESSARY TO MARK AZIMUTH
 EK0907'V.G.
 EK0907'
 EK0907'TO REACH FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF U.S.
 EK0907'HIGHWAY 70 AND STATE ROUTE 21 IN BROKEN BOW, GO EASTERLY
 EK0907'ON U.S. HIGHWAY 70 FOR 5.0 MILES TO TOP OF HILL AND STATION
 EK0907'ON LEFT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE
 EK0907'EAST FOR 0.35 MILE TO AZIMUTH ON RIGHT OR SOUTH SIDE OF ROAD
 EK0907'AS DESCRIBED.
 EK0907'
 EK0907'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1353 ***********************************************************************
 DM1353  DESIGNATION -  PLAINVIEW
 DM1353  PID         -  DM1353
 DM1353  STATE/COUNTY-  OK/CHOCTAW
 DM1353  COUNTRY     -  US
 DM1353  USGS QUAD   -  FROGVILLE (2018)
 DM1353
 DM1353                         *CURRENT SURVEY CONTROL
 DM1353  ______________________________________________________________________
 DM1353* NAD 83(1993) POSITION- 33 56 22.35299(N) 095 20 57.97607(W)   ADJUSTED
 DM1353* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 DM1353  ______________________________________________________________________
 DM1353  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 DM1353  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 DM1353  HORZ ORDER      -  THIRD
 DM1353
 DM1353.The horizontal coordinates were established by classical geodetic methods
 DM1353.and adjusted by the National Geodetic Survey in November 1994.
 DM1353
 DM1353.The orthometric height was scaled from a topographic map.
 DM1353
 DM1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1353.GEOID18 height accuracy estimate available here.
 DM1353
 DM1353.Click photographs - Photos may exist for this station.
 DM1353
 DM1353.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1353
 DM1353. The following values were computed from the NAD 83(1993) position.
 DM1353
 DM1353;                    North         East     Units Scale Factor Converg.
 DM1353;SPC OK S     -    70,460.395   845,016.508   MT  0.99999879   +1 30 16.2
 DM1353;SPC OK S     -   231,168.81  2,772,358.33   sFT  0.99999879   +1 30 16.2
 DM1353;SPC TXNC     - 2,256,418.133   891,224.227   MT  0.99999255   +1 43 05.9
 DM1353;SPC TXNC     - 7,402,931.82  2,923,958.15   sFT  0.99999255   +1 43 05.9
 DM1353;UTM  15      - 3,757,939.071   282,857.826   MT  1.00018128   -1 18 44.1
 DM1353
 DM1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1353!SPC OK S     -   0.99998077  x   0.99999879  =   0.99997956
 DM1353!SPC TXNC     -   0.99998077  x   0.99999255  =   0.99997332
 DM1353!UTM  15      -   0.99998077  x   1.00018128  =   1.00016204
 DM1353
 DM1353:                Primary Azimuth Mark                     Grid Az
 DM1353:SPC OK S     -  SWINK                                    067 28 59.2
 DM1353:SPC TXNC     -  SWINK                                    067 16 09.5
 DM1353:UTM  15      -  SWINK                                    070 17 59.5
 DM1353
 DM1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8285757939(NAD 83)
 DM1353
 DM1353|---------------------------------------------------------------------|
 DM1353| PID    Reference Object                     Distance      Geod. Az  |
 DM1353|                                                           dddmmss.s |
 DM1353| DM1325 SWINK                               APPROX.17.5 KM 0685915.4 |
 DM1353| CY2838 PLAINVIEW RM 1                       36.957 METERS 11543     |
 DM1353| CY2837 PLAINVIEW AZ MK                                    2682605.8 |
 DM1353| CY2839 PLAINVIEW RM 2                       30.615 METERS 27241     |
 DM1353|---------------------------------------------------------------------|
 DM1353
 DM1353                          SUPERSEDED SURVEY CONTROL
 DM1353
 DM1353  NAD 83(1986)-  33 56 22.35798(N)    095 20 57.96453(W) AD(       ) 3
 DM1353  NAD 27      -  33 56 21.97500(N)    095 20 57.11700(W) AD(       ) 3
 DM1353
 DM1353.Superseded values are not recommended for survey control.
 DM1353
 DM1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1353.See file dsdata.pdf to determine how the superseded data were derived.
 DM1353
 DM1353_MARKER: DS = TRIANGULATION STATION DISK
 DM1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1353_STAMPING: PLAINVIEW 1951
 DM1353_MARK LOGO: CGS
 DM1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1353+STABILITY: SURFACE MOTION
 DM1353
 DM1353  HISTORY     - Date     Condition        Report By
 DM1353  HISTORY     - 1951     MONUMENTED       CGS
 DM1353  HISTORY     - 1957     GOOD             CGS
 DM1353
 DM1353                          STATION DESCRIPTION
 DM1353
 DM1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1353'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF THE TOWN
 DM1353'OF GRANT AND 1/4 MILE SOUTHWEST OF PLAINVIEW SCHOOL.  IT
 DM1353'IS 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 DM1353'33 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND IS SET IN
 DM1353'A RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 DM1353'DISK IS STAMPED PLAINVIEW 1951.
 DM1353'
 DM1353'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTER OF THE
 DM1353'ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.  THE MARK
 DM1353'PROJECTS 6 INCHES AND THE DISK IS STAMPED PLAINVIEW NO 1
 DM1353'1951.
 DM1353'
 DM1353'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE CENTER OF THE
 DM1353'ROAD, 26 FEET NORTHEAST OF A POWER POLE AND 1 FOOT SOUTH
 DM1353'OF A PASTURE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 DM1353'DISK IS STAMPED PLAINVIEW NO 2 1951.
 DM1353'
 DM1353'THE AZIMUTH MARK IS 12.6 FEET SOUTH OF THE CENTER OF THE
 DM1353'ROAD, 12.3 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 DM1353'AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 DM1353'4 INCHES AND THE DISK IS STAMPED PLAINVIEW 1951.
 DM1353'
 DM1353'TO REACH THE STATION FROM GRANT, WHERE U.S. HIGHWAY 271
 DM1353'TURNS WEST, GO NORTH AND THEN EAST ON THE MAIN TRAVELED DIRT
 DM1353'ROAD FOR 4.5 MILES TO A CROSS ROAD, CONTINUE EAST FOR 3.0
 DM1353'MILES TO A T INTERSECTION, TURN RIGHT AND GO SOUTH FOR 1.0
 DM1353'MILE, TURN LEFT AND GO EAST AGAIN FOR 2.6 MILES TO THE AZIMUTH
 DM1353'MARK ON THE RIGHT, CONTINUE EAST FOR 0.4 MILE TO THE TOP OF A
 DM1353'SMALL HILL AND THE STATION ON THE LEFT.
 DM1353'
 DM1353'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1353
 DM1353                          STATION RECOVERY (1957)
 DM1353
 DM1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1353'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1353'IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH
 DM1353'MARK.  THE DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DM1353'CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0778 ***********************************************************************
 GG0778  DESIGNATION -  PLAINVIEW
 GG0778  PID         -  GG0778
 GG0778  STATE/COUNTY-  OK/CRAIG
 GG0778  COUNTRY     -  US
 GG0778  USGS QUAD   -  HAYRICK MOUND (2018)
 GG0778
 GG0778                         *CURRENT SURVEY CONTROL
 GG0778  ______________________________________________________________________
 GG0778* NAD 83(1997) POSITION- 36 58 10.87767(N) 095 22 36.24082(W)   ADJUSTED
 GG0778* NAVD 88 ORTHO HEIGHT -   299.3   (meters)      982.    (feet) VERTCON3
 GG0778  ______________________________________________________________________
 GG0778  GEOID HEIGHT    -        -29.640 (meters)                     GEOID18
 GG0778  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 GG0778  HORZ ORDER      -  FIRST
 GG0778
 GG0778.The horizontal coordinates were established by classical geodetic methods
 GG0778.and adjusted by the National Geodetic Survey in October 1998.
 GG0778
 GG0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0778
 GG0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0778.GEOID18 height accuracy estimate available here.
 GG0778
 GG0778.Click photographs - Photos may exist for this station.
 GG0778
 GG0778.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0778
 GG0778. The following values were computed from the NAD 83(1997) position.
 GG0778
 GG0778;                    North         East     Units Scale Factor Converg.
 GG0778;SPC OK N     -   221,709.778   833,575.690   MT  1.00004335   +1 32 53.2
 GG0778;SPC OK N     -   727,392.83  2,734,822.91   sFT  1.00004335   +1 32 53.2
 GG0778;UTM  15      - 4,094,149.710   288,426.739   MT  1.00015148   -1 25 47.6
 GG0778
 GG0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0778!SPC OK N     -   0.99995768  x   1.00004335  =   1.00000103
 GG0778!UTM  15      -   0.99995768  x   1.00015148  =   1.00010915
 GG0778
 GG0778:                Primary Azimuth Mark                     Grid Az
 GG0778:SPC OK N     -  PLAINVIEW AZ MK                          027 34 43.0
 GG0778:UTM  15      -  PLAINVIEW AZ MK                          030 33 23.8
 GG0778
 GG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8842694149(NAD 83)
 GG0778
 GG0778|---------------------------------------------------------------------|
 GG0778| PID    Reference Object                     Distance      Geod. Az  |
 GG0778|                                                           dddmmss.s |
 GG0778| HE0769 EDNA MUNICIPAL TANK                 APPROX. 9.8 KM 0093511.5 |
 GG0778| CI2000 PLAINVIEW AZ MK                                    0290736.2 |
 GG0778| CI2002 PLAINVIEW RM 2                       32.035 METERS 22922     |
 GG0778| CI2001 PLAINVIEW RM 1                       27.681 METERS 35040     |
 GG0778|---------------------------------------------------------------------|
 GG0778
 GG0778                          SUPERSEDED SURVEY CONTROL
 GG0778
 GG0778  NAD 83(1993)-  36 58 10.88049(N)    095 22 36.24112(W) AD(       ) 1
 GG0778  NAD 83(1986)-  36 58 10.89542(N)    095 22 36.22595(W) AD(       ) 1
 GG0778  NAD 27      -  36 58 10.60032(N)    095 22 35.33519(W) AD(       ) 1
 GG0778  NGVD 29 (07/19/86)  299.2    (m)          982.     (f) VERT ANG       
 GG0778
 GG0778.Superseded values are not recommended for survey control.
 GG0778
 GG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0778.See file dsdata.pdf to determine how the superseded data were derived.
 GG0778
 GG0778_MARKER: DS = TRIANGULATION STATION DISK
 GG0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0778_STAMPING: PLAINVIEW 1958
 GG0778_MARK LOGO: CGS
 GG0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0778+STABILITY: SURFACE MOTION
 GG0778
 GG0778  HISTORY     - Date     Condition        Report By
 GG0778  HISTORY     - 1958     MONUMENTED       CGS
 GG0778  HISTORY     - 1966     GOOD             CGS
 GG0778
 GG0778                          STATION DESCRIPTION
 GG0778
 GG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0778'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF WELCH,
 GG0778'OKLAHOMA AND 6 MILES SOUTH OF EDNA, KANSAS, 451 FEET
 GG0778'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A CATTLE LOADING
 GG0778'CHUTE, 31 FEET EAST OF THE CENTER OF THE ROAD AND 12 FEET
 GG0778'EAST OF A FENCE.  IT IS SITUATED IN A PASTURE, NEAR THE
 GG0778'EAST EDGE OF A BLUFF.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 GG0778'PLAINVIEW 1958.
 GG0778'
 GG0778'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTER OF THE
 GG0778'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 5 INCHES
 GG0778'AND IS STAMPED PLAINVIEW NO 1 1958.
 GG0778'
 GG0778'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTER OF THE
 GG0778'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES
 GG0778'AND IS STAMPED PLAINVIEW NO 2 1958.
 GG0778'
 GG0778'THE AZIMUTH MARK IS IN A FENCE LINE, 17 FEET EAST OF THE
 GG0778'CENTER OF THE ROAD AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 GG0778'MARK PROJECTS 3 INCHES AND IS STAMPED PLAINVIEW 1958.
 GG0778'
 GG0778'TO REACH THE STATION FROM THE POST OFFICE IN EDNA, KANSAS,
 GG0778'GO SOUTH ON STATE HIGHWAY 101 FOR 0.55 MILE TO THE JUNCTION
 GG0778'WITH U.S. HIGHWAY 166.  CONTINUE STRAIGHT AHEAD, SOUTH, ON
 GG0778'A GRAVELED ROAD FOR 3.25 MILES, TO A T INTERSECTION AT THE
 GG0778'STATE LINE.  TURN RIGHT AND GO 0.7 MILE TO A T INTERSECTION,
 GG0778'TURN LEFT AND GO 1.5 MILES TO A FORK AND THE PLAINVIEW
 GG0778'SCHOOL ON THE RIGHT, BEAR TO THE RIGHT AND GO 0.15 MILE TO
 GG0778'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT
 GG0778'AHEAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 GG0778'AHEAD FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GG0778'
 GG0778'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 GG0778'
 GG0778'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 GG0778
 GG0778                          STATION RECOVERY (1966)
 GG0778
 GG0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0778'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 GG0778'WERE RECOVERED AS DESCRIBED IN 1958 BY R.L.E.
 GG0778'
 GG0778'ALL OBJECTS VISIBLE AT 30 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1209 ***********************************************************************
 DN1209  DESIGNATION -  PLATTER
 DN1209  PID         -  DN1209
 DN1209  STATE/COUNTY-  OK/MARSHALL
 DN1209  COUNTRY     -  US
 DN1209  USGS QUAD   -  KINGSTON SOUTH (2018)
 DN1209
 DN1209                         *CURRENT SURVEY CONTROL
 DN1209  ______________________________________________________________________
 DN1209* NAD 83(1993) POSITION- 33 55 54.64932(N) 096 40 27.28946(W)   ADJUSTED
 DN1209* NAVD 88 ORTHO HEIGHT -   216.    (meters)      709.    (feet) SCALED
 DN1209  ______________________________________________________________________
 DN1209  GEOID HEIGHT    -        -26.453 (meters)                     GEOID18
 DN1209  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 DN1209  HORZ ORDER      -  SECOND
 DN1209
 DN1209.The horizontal coordinates were established by classical geodetic methods
 DN1209.and adjusted by the National Geodetic Survey in November 1994.
 DN1209
 DN1209.The orthometric height was scaled from a topographic map.
 DN1209
 DN1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1209.GEOID18 height accuracy estimate available here.
 DN1209
 DN1209.Click photographs - Photos may exist for this station.
 DN1209
 DN1209.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1209
 DN1209. The following values were computed from the NAD 83(1993) position.
 DN1209
 DN1209;                    North         East     Units Scale Factor Converg.
 DN1209;SPC OK S     -    67,194.682   722,573.641   MT  1.00000029   +0 45 09.1
 DN1209;SPC OK S     -   220,454.55  2,370,643.69   sFT  1.00000029   +0 45 09.1
 DN1209;SPC TXNC     - 2,252,664.129   768,796.274   MT  0.99999047   +0 59 44.7
 DN1209;SPC TXNC     - 7,390,615.56  2,522,292.44   sFT  0.99999047   +0 59 44.7
 DN1209;UTM  14      - 3,757,035.654   714,972.040   MT  1.00016972   +1 17 55.5
 DN1209
 DN1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1209!SPC OK S     -   0.99997024  x   1.00000029  =   0.99997053
 DN1209!SPC TXNC     -   0.99997024  x   0.99999047  =   0.99996071
 DN1209!UTM  14      -   0.99997024  x   1.00016972  =   1.00013996
 DN1209
 DN1209:                Primary Azimuth Mark                     Grid Az
 DN1209:SPC OK S     -  PLATTER AZ MK                            357 33 51.8
 DN1209:SPC TXNC     -  PLATTER AZ MK                            357 19 16.2
 DN1209:UTM  14      -  PLATTER AZ MK                            357 01 05.4
 DN1209
 DN1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1497257035(NAD 83)
 DN1209
 DN1209|---------------------------------------------------------------------|
 DN1209| PID    Reference Object                     Distance      Geod. Az  |
 DN1209|                                                           dddmmss.s |
 DN1209| CY2844 PLATTER RM 1                          7.583 METERS 17230     |
 DN1209| CY2845 PLATTER RM 2                         15.435 METERS 25756     |
 DN1209| CY2843 PLATTER AZ MK                                      3581900.9 |
 DN1209|---------------------------------------------------------------------|
 DN1209
 DN1209                          SUPERSEDED SURVEY CONTROL
 DN1209
 DN1209  NAD 83(1986)-  33 55 54.65456(N)    096 40 27.28138(W) AD(       ) 2
 DN1209  NAD 27      -  33 55 54.29510(N)    096 40 26.29180(W) AD(       ) 2
 DN1209
 DN1209.Superseded values are not recommended for survey control.
 DN1209
 DN1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1209.See file dsdata.pdf to determine how the superseded data were derived.
 DN1209
 DN1209_MARKER: DS = TRIANGULATION STATION DISK
 DN1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1209_STAMPING: PLATTER 1955
 DN1209_MARK LOGO: CGS
 DN1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1209+STABILITY: SURFACE MOTION
 DN1209
 DN1209  HISTORY     - Date     Condition        Report By
 DN1209  HISTORY     - 1955     MONUMENTED       CGS
 DN1209  HISTORY     - 1957     GOOD             CGS
 DN1209
 DN1209                          STATION DESCRIPTION
 DN1209
 DN1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1209'THE STATION IS LOCATED ABOUT 5.5 MILES AIRLINE SOUTH SOUTHEAST
 DN1209'OF KINGSTON, 0.5 MILE NORTH OF THE LAKE SHORE OF LAKE TEXOMA,
 DN1209'0.2 MILE NORTH OF AN OLD CEMETARY AND LOCATED ON THE EAST
 DN1209'SIDE OF A NORTH-SOUTH GRADED ROAD.
 DN1209'
 DN1209'THE STATION MARK IS A STANDARD DISK STAMPED PLATTER 1955 SET
 DN1209'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1209'ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK IS 25.0 FEET
 DN1209'EAST OF THE CENTERLINE OF THE GRADED ROAD, 6.0 FEET NORTHWEST
 DN1209'OF A WHITE WITNESS POST AND 3.0 FEET WEST OF AN EAST-WEST
 DN1209'FENCE LINE.
 DN1209'
 DN1209'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PLATTER
 DN1209'NO 1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1209'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 28.0 FEET
 DN1209'EAST OF THE CENTERLINE OF THE GRADED ROAD, 1.0 FOOT EAST
 DN1209'OF THE EAST-WEST FENCE LINE AND IT IS AT THE STATION ELEVATION.
 DN1209'
 DN1209'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PLATTER NO
 DN1209'2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1209'PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS 28.0 FEET WEST
 DN1209'OF THE CENTERLINE OF THE GRADED ROAD, 1.0 FOOT WEST OF A
 DN1209'NORTH-SOUTH FENCE LINE AND IT IS ABOUT 2 FEET LOWER THAN THE
 DN1209'STATION.
 DN1209'
 DN1209'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PLATTER 1955 SET IN
 DN1209'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 DN1209'INCHES ABOVE THE GROUND.  THE MARK IS 54.0 FEET SOUTHWEST OF A
 DN1209'DRIVEWAY INTO A FARM YARD, 24.0 FEET WEST OF THE CENTERLINE
 DN1209'OF THE GRADED ROAD AND 7.5 FEET SOUTH OF AN IRON CATTLE GUARD.
 DN1209'
 DN1209'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON GO SOUTH FOR
 DN1209'0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAYS
 DN1209'70A, 70B AND 32.  TURN LEFT, EAST, ON U.S. HIGHWAY 70 AND STATE
 DN1209'HIGHWAY 70A KEEPING LEFT ON U.S. HIGHWAY 70 FOR 2.5 MILES TO A
 DN1209'SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, AND GO SOUTH ON A GRADED
 DN1209'ROAD FOR 4.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  FROM
 DN1209'THE AZIMUTH MARK CONTINUE SOUTH ON THE GRADED ROAD FOR 0.35
 DN1209'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DN1209'
 DN1209'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DN1209
 DN1209                          STATION RECOVERY (1957)
 DN1209
 DN1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1209'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1209'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1209'STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0813 ***********************************************************************
 EL0813  DESIGNATION -  PLEASANT
 EL0813  PID         -  EL0813
 EL0813  STATE/COUNTY-  OK/PONTOTOC
 EL0813  COUNTRY     -  US
 EL0813  USGS QUAD   -  AHLOSO (2018)
 EL0813
 EL0813                         *CURRENT SURVEY CONTROL
 EL0813  ______________________________________________________________________
 EL0813* NAD 83(1993) POSITION- 34 40 23.27493(N) 096 38 04.99829(W)   ADJUSTED
 EL0813* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 EL0813  ______________________________________________________________________
 EL0813  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 EL0813  LAPLACE CORR    -         -6.12  (seconds)                    DEFLEC18
 EL0813  HORZ ORDER      -  THIRD
 EL0813
 EL0813.The horizontal coordinates were established by classical geodetic methods
 EL0813.and adjusted by the National Geodetic Survey in November 1994.
 EL0813
 EL0813.The orthometric height was scaled from a topographic map.
 EL0813
 EL0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0813.GEOID18 height accuracy estimate available here.
 EL0813
 EL0813.Click photographs - Photos may exist for this station.
 EL0813
 EL0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0813
 EL0813. The following values were computed from the NAD 83(1993) position.
 EL0813
 EL0813;                    North         East     Units Scale Factor Converg.
 EL0813;SPC OK S     -   149,461.314   725,115.662   MT  0.99993714   +0 46 29.8
 EL0813;SPC OK S     -   490,357.66  2,378,983.63   sFT  0.99993714   +0 46 29.8
 EL0813;UTM  14      - 3,839,341.218   716,712.222   MT  1.00017889   +1 20 46.0
 EL0813
 EL0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0813!SPC OK S     -   0.99996393  x   0.99993714  =   0.99990107
 EL0813!UTM  14      -   0.99996393  x   1.00017889  =   1.00014281
 EL0813
 EL0813:                Primary Azimuth Mark                     Grid Az
 EL0813:SPC OK S     -  PLEASANT AZ MK                           181 08 47.7
 EL0813:UTM  14      -  PLEASANT AZ MK                           180 34 31.5
 EL0813
 EL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1671239341(NAD 83)
 EL0813
 EL0813|---------------------------------------------------------------------|
 EL0813| PID    Reference Object                     Distance      Geod. Az  |
 EL0813|                                                           dddmmss.s |
 EL0813| CY2847 PLEASANT RM 1                         7.875 METERS 00957     |
 EL0813| CY2846 PLEASANT AZ MK                                     1815517.5 |
 EL0813| CY2848 PLEASANT RM 2                        27.871 METERS 26842     |
 EL0813|---------------------------------------------------------------------|
 EL0813
 EL0813                          SUPERSEDED SURVEY CONTROL
 EL0813
 EL0813  NAD 83(1986)-  34 40 23.27784(N)    096 38 04.98841(W) AD(       ) 3
 EL0813  NAD 27      -  34 40 22.95340(N)    096 38 03.95730(W) AD(       ) 3
 EL0813
 EL0813.Superseded values are not recommended for survey control.
 EL0813
 EL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0813.See file dsdata.pdf to determine how the superseded data were derived.
 EL0813
 EL0813_MARKER: DS = TRIANGULATION STATION DISK
 EL0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0813_STAMPING: PLEASANT 1955
 EL0813_MARK LOGO: CGS
 EL0813_PROJECTION: FLUSH
 EL0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0813+STABILITY: SURFACE MOTION
 EL0813
 EL0813  HISTORY     - Date     Condition        Report By
 EL0813  HISTORY     - 1955     MONUMENTED       CGS
 EL0813
 EL0813                          STATION DESCRIPTION
 EL0813
 EL0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0813'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF ADA, ABOUT 4
 EL0813'MILES NORTH OF FITTSTOWN ON THE RIGHT OF WAY OF STATE HIGHWAY
 EL0813'99.  THE STATION MARK IS 54 FEET NORTH OF THE WALK WAY TO THE
 EL0813'PLEASANT HILL SCHOOL, 44 FEET EAST OF THE CENTER OF STATE
 EL0813'HIGHWAY 99 AND 6 FEET WEST OF THE SCHOOL YARD FENCE.  IT IS
 EL0813'SET FLUSH AND IS STAMPED PLEASANT 1955.
 EL0813'
 EL0813'REFERENCE MARK NO. 1 IS 48 FEET EAST OF THE CENTER OF STATE
 EL0813'HIGHWAY 99 AND 2 FEET WEST OF THE SCHOOL YARD FENCE.
 EL0813'IT IS SET FLUSH AND IS STAMPED PLEASANT NO 1 1955.
 EL0813'
 EL0813'REFERENCE MARK NO. 2 IS 45 FEET WEST OF THE CENTER OF STATE
 EL0813'HIGHWAY 99 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 EL0813'IS SET FLUSH AND IS STAMPED PLEASANT NO 2 1955.
 EL0813'
 EL0813'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EL0813'99, 20 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 EL0813'1 FOOT EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A WITNESS
 EL0813'POST.  IT IS SET FLUSH AND IS STAMPED PLEASANT 1955.
 EL0813'
 EL0813'TO REACH THE STATION FROM THE POST OFFICE IN FITTSTOWN GO NORTH
 EL0813'ON STATE HIGHWAY 99 FOR 3.4 MILES TO THE AZIMUTH MARK ON THE
 EL0813'LEFT.  CONTINUE NORTH ON STATE HIGHWAY 99 FOR 0.5 MILE TO
 EL0813'THE STATION AND THE PLEASANT HILL SCHOOL ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0777 ***********************************************************************
 GH0777  FBN         -  This is a Federal Base Network Control Station.
 GH0777  DESIGNATION -  PLEASANT HILL
 GH0777  PID         -  GH0777
 GH0777  STATE/COUNTY-  OK/LOGAN
 GH0777  COUNTRY     -  US
 GH0777  USGS QUAD   -  BRIDGE CREEK (2018)
 GH0777
 GH0777                         *CURRENT SURVEY CONTROL
 GH0777  ______________________________________________________________________
 GH0777* NAD 83(2011) POSITION- 36 06 57.31083(N) 097 35 46.89475(W)   ADJUSTED
 GH0777* NAD 83(2011) ELLIP HT-   294.758 (meters)        (06/27/12)   ADJUSTED
 GH0777* NAD 83(2011) EPOCH   -  2010.00
 GH0777* NAVD 88 ORTHO HEIGHT -   322.6   (meters)     1058.    (feet) GPS OBS
 GH0777  ______________________________________________________________________
 GH0777  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH0777  GEOID HEIGHT    -        -27.818 (meters)                     GEOID96
 GH0777  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 GH0777  NAD 83(2011) X  -   -681,941.661 (meters)                     COMP
 GH0777  NAD 83(2011) Y  - -5,113,393.252 (meters)                     COMP
 GH0777  NAD 83(2011) Z  -  3,738,763.703 (meters)                     COMP
 GH0777  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 GH0777
 GH0777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0777  Standards:
 GH0777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0777  -------------------------------------------------------------------
 GH0777  NETWORK    0.48   0.92           0.20   0.19   0.47      0.06542089
 GH0777  -------------------------------------------------------------------
 GH0777  Click here for local accuracies and other accuracy information.
 GH0777
 GH0777.The horizontal coordinates were established by GPS observations
 GH0777.and adjusted by the National Geodetic Survey in June 2012.
 GH0777
 GH0777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0777.been affixed to the stable North American tectonic plate. See 
 GH0777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0777
 GH0777.The horizontal coordinates are valid at the epoch date displayed above
 GH0777.which is a decimal equivalence of Year/Month/Day.
 GH0777
 GH0777.The orthometric height was determined by GPS observations and a
 GH0777.high-resolution geoid model.
 GH0777
 GH0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0777.GEOID18 height accuracy estimate available here.
 GH0777
 GH0777.Click photographs - Photos may exist for this station.
 GH0777
 GH0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0777
 GH0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0777
 GH0777.The ellipsoidal height was determined by GPS observations
 GH0777.and is referenced to NAD 83.
 GH0777
 GH0777. The following values were computed from the NAD 83(2011) position.
 GH0777
 GH0777;                    North         East     Units Scale Factor Converg.
 GH0777;SPC OK N     -   123,889.893   636,338.293   MT  0.99994581   +0 14 17.5
 GH0777;SPC OK N     -   406,462.09  2,087,719.88   sFT  0.99994581   +0 14 17.5
 GH0777;UTM  14      - 3,997,717.921   626,325.260   MT  0.99979663   +0 49 38.8
 GH0777
 GH0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0777!SPC OK N     -   0.99995374  x   0.99994581  =   0.99989955
 GH0777!UTM  14      -   0.99995374  x   0.99979663  =   0.99975038
 GH0777
 GH0777:                Primary Azimuth Mark                     Grid Az
 GH0777:SPC OK N     -  PLEASANT HILL AZ MK                      087 11 44.7
 GH0777:UTM  14      -  PLEASANT HILL AZ MK                      086 36 23.4
 GH0777
 GH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2632597717(NAD 83)
 GH0777
 GH0777|---------------------------------------------------------------------|
 GH0777| PID    Reference Object                     Distance      Geod. Az  |
 GH0777|                                                           dddmmss.s |
 GH0777| CL6002 PLEASANT HILL RM 1                   30.858 METERS 01446     |
 GH0777| CL6001 PLEASANT HILL AZ MK                                0872602.2 |
 GH0777| CL6003 PLEASANT HILL RM 2                   28.724 METERS 09055     |
 GH0777| GH0776 TT 7 H 50                             7.971 METERS 10417     |
 GH0777| GH0781 LOVELL ELEVATOR                     APPROX. 7.5 KM 2062040.9 |
 GH0777| GH0783 MARSHALL FARMERS COOP ELEV          APPROX. 5.0 KM 3255939.6 |
 GH0777|---------------------------------------------------------------------|
 GH0777
 GH0777                          SUPERSEDED SURVEY CONTROL
 GH0777
 GH0777  NAD 83(2007)-  36 06 57.31079(N)    097 35 46.89535(W) AD(2002.00) 0
 GH0777  ELLIP H (02/10/07)  294.770  (m)                       GP(2002.00)    
 GH0777  ELLIP H (06/09/00)  294.760  (m)                       GP(       ) 2 2
 GH0777  NAD 83(1993)-  36 06 57.31073(N)    097 35 46.89476(W) AD(       ) B
 GH0777  ELLIP H (05/09/94)  294.784  (m)                       GP(       ) 4 2
 GH0777  NAD 83(1986)-  36 06 57.31714(N)    097 35 46.88481(W) AD(       ) 2
 GH0777  NAD 27      -  36 06 57.17667(N)    097 35 45.70709(W) AD(       ) 2
 GH0777  NAVD 88 (01/13/95)  322.6    (m)  UNKNOWN  model used  GPS OBS        
 GH0777  NAVD 88 (05/09/94)  322.6    (m)  GEOID93  model used  GPS OBS        
 GH0777
 GH0777.Superseded values are not recommended for survey control.
 GH0777
 GH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0777.See file dsdata.pdf to determine how the superseded data were derived.
 GH0777
 GH0777_MARKER: DS = TRIANGULATION STATION DISK
 GH0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0777_STAMPING: PLEASANT HILL 1954
 GH0777_MARK LOGO: CGS
 GH0777_PROJECTION: FLUSH
 GH0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0777+STABILITY: SURFACE MOTION
 GH0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0777+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 GH0777
 GH0777  HISTORY     - Date     Condition        Report By
 GH0777  HISTORY     - 1954     MONUMENTED       CGS
 GH0777  HISTORY     - 1955     GOOD             CGS
 GH0777  HISTORY     - 19930425 GOOD             NGS
 GH0777  HISTORY     - 19990813 GOOD             NGS
 GH0777  HISTORY     - 20060817 GOOD             OKDOT
 GH0777
 GH0777                          STATION DESCRIPTION
 GH0777
 GH0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 GH0777'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF LOVELL, 3-1/2 MILES
 GH0777'SOUTHEAST OF MARSHALL, IN THE NORTHWEST 1/4 OF SEC. 23, T19N, R4W,
 GH0777'NEAR THE NORTHWEST CORNER OF PLEASANT RIDGE CEMETERY.
 GH0777'
 GH0777'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 74 AND 51, GO WEST ON
 GH0777'STATE HIGHWAY 51 FOR 0.2 MILE TO A JOG IN THE NORTH RIGHT-OF-WAY FENCE
 GH0777'LINE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON
 GH0777'STATE HIGHWAY 51 FOR 0.4 MILE TO THE PLEASANT RIDGE CEMETERY AND THE
 GH0777'STATION SITE ON THE LEFT.
 GH0777'
 GH0777'THE STATION MARK, 46 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 51,
 GH0777'15 FEET WEST OF THE NORTHWEST CORNER OF A CEMETERY, 4 FEET NORTHWEST
 GH0777'OF A WHITE POST, IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS
 GH0777'STAMPED PLEASANT HILL 1954.
 GH0777'
 GH0777'REFERENCE MARK NO. 1, NORTH OF THE STATION, 50 FEET NORTH OF THE
 GH0777'CENTERLINE OF STATE HIGHWAY 51, 1 FOOT WEST OF A RIGHT-OF-WAY MARKER,
 GH0777'PROJECTS 5 INCHES AND THE DISK IS STAMPED PLEASANT HILL NO 1 1954.
 GH0777'
 GH0777'REFERENCE MARK NO. 2, EAST OF THE STATION, 47 FEET SOUTH OF THE
 GH0777'CENTERLINE OF STATE HIGHWAY 51, 3 FEET EAST OF THE EAST END OF THE
 GH0777'WEST CEMETERY ENTRANCE, 1 FOOT NORTH OF A FENCE LINE, PROJECTS 3
 GH0777'INCHES AND THE DISK IS STAMPED PLEASANT HILL NO 2 1954.
 GH0777'
 GH0777'CONSERVATION COMMISSION OF OKLAHOMA STATE SURVEY MARK, SOUTHEAST OF
 GH0777'THE STATION, 12 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A CEMETERY,
 GH0777'4 FEET SOUTH OF THE NORTH CEMETARY FENCE LINE, IS A BRONZE DISK SET IN
 GH0777'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.  THE DISK IS
 GH0777'STAMPED 7 H 50 TT 1938.
 GH0777'
 GH0777'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE EAST OF THE STATION, 61 FEET
 GH0777'NORTH OF THE CENTERLINE OF STATE HIGHWAY 51, IN THE NORTHEAST CORNER
 GH0777'OF A JOG IN THE NORTH RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTHEAST OF A
 GH0777'WHITE POST, PROJECTS 6 INCHES AND THE DISK IS STAMPED PLEASANT HILL
 GH0777'1954.
 GH0777'
 GH0777'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GH0777
 GH0777                          STATION RECOVERY (1955)
 GH0777
 GH0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 GH0777'RECOVERED IN GOOD CONDITION.
 GH0777
 GH0777                          STATION RECOVERY (1993)
 GH0777
 GH0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0777'THE STATION IS LOCATED ABOUT 27 KM (16.75 MI) EAST OF HENNESSEY, 5 KM
 GH0777'(3.10 MI) SOUTHEAST OF MARSHALL, 0.94 KM (0.60 MI) WEST OF THE
 GH0777'JUNCTION OF STATE HIGHWAYS 51 AND 74, ALONG HIGHWAY 51, ON THE
 GH0777'RIGHT-OF-WAY, AT THE NORTHWEST CORNER OF THE MARSHALL CEMETERY, IN THE
 GH0777'MIDDLE OF A TRACK ROAD BORDERING THE WEST SIDE OF THE CEMETERY, ON THE
 GH0777'NORTH CENTRAL EDGE OF SECTION 23, T19N, R4W.  OWNERSHIP--OKLAHOMA
 GH0777'DEPARTMENT OF TRANSPORTATION.
 GH0777'
 GH0777'TO REACH FROM THE JUNCTION OF US HIGHWAY 81 AND STATE HIGHWAY 51 ON
 GH0777'THE NORTH SIDE OF HENNESSEY, GO EAST ON HIGHWAY 51 FOR 25.09 KM
 GH0777'(15.60 MI) TO ITS JUNCTION WITH STATE HIGHWAY 74E ON THE LEFT.
 GH0777'CONTINUE AHEAD FOR 2.34 KM (1.45 MI) TO HIGH GROUND, THE NORTHWEST
 GH0777'CEMETERY CORNER AND STATION ON THE RIGHT.
 GH0777'
 GH0777'THE STATION IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST 5 CM
 GH0777'BELOW GROUND IN THE MIDDLE OF THE TRACK ROAD.  IT IS 14.8 M (48.6 FT)
 GH0777'SOUTH OF, AND LEVEL WITH THE HIGHWAY CENTER, 4.4 M (14.4 FT) WEST OF A
 GH0777'PIPE FENCE CORNER, 4.5 M (14.8 FT) WEST OF A FIBERGLASS WITNESS POST
 GH0777'IN THE FENCE, 18.5 M (60.7 FT) EAST OF THE MIDDLE ONE OF THREE GAS
 GH0777'PIPELINE RIGHT-OF-WAY POSTS, AND 0.6 M (2.0 FT) NORTH OF THE
 GH0777'RIGHT-OF-WAY EDGE.
 GH0777
 GH0777                          STATION RECOVERY (1999)
 GH0777
 GH0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GH0777'RECOVERED AS DESCRIBED.
 GH0777
 GH0777                          STATION RECOVERY (2006)
 GH0777
 GH0777'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH0777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0893 ***********************************************************************
 EK0893  DESIGNATION -  PLUNKETVILLE
 EK0893  PID         -  EK0893
 EK0893  STATE/COUNTY-  OK/MCCURTAIN
 EK0893  COUNTRY     -  US
 EK0893  USGS QUAD   -  COVE (2017)
 EK0893
 EK0893                         *CURRENT SURVEY CONTROL
 EK0893  ______________________________________________________________________
 EK0893* NAD 83(1997) POSITION- 34 25 59.25814(N) 094 29 12.58306(W)   ADJUSTED
 EK0893* NAVD 88 ORTHO HEIGHT -   341.03  (+/-2cm)     1118.9   (feet) VERTCON3
 EK0893  ______________________________________________________________________
 EK0893  GEOID HEIGHT    -        -30.140 (meters)                     GEOID18
 EK0893  LAPLACE CORR    -          4.56  (seconds)                    DEFLEC18
 EK0893  HORZ ORDER      -  SECOND
 EK0893  VERT ORDER      -  THIRD ? (See Below)
 EK0893
 EK0893.The horizontal coordinates were established by classical geodetic methods
 EK0893.and adjusted by the National Geodetic Survey in September 1999.
 EK0893
 EK0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0893
 EK0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0893.GEOID18 height accuracy estimate available here.
 EK0893
 EK0893.The vertical order pertains to the NGVD 29 superseded value.
 EK0893
 EK0893.Click photographs - Photos may exist for this station.
 EK0893
 EK0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0893
 EK0893. The following values were computed from the NAD 83(1997) position.
 EK0893
 EK0893;                    North         East     Units Scale Factor Converg.
 EK0893;SPC OK S     -   127,610.915   922,822.259   MT  0.99993940   +1 59 38.9
 EK0893;SPC OK S     -   418,670.14  3,027,626.03   sFT  0.99993940   +1 59 38.9
 EK0893;UTM  15      - 3,811,184.362   363,389.833   MT  0.99983004   -0 50 27.1
 EK0893
 EK0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0893!SPC OK S     -   0.99995120  x   0.99993940  =   0.99989060
 EK0893!UTM  15      -   0.99995120  x   0.99983004  =   0.99978125
 EK0893
 EK0893:                Primary Azimuth Mark                     Grid Az
 EK0893:SPC OK S     -  WHISKEY 2                                144 25 53.2
 EK0893:UTM  15      -  WHISKEY 2                                147 15 59.2
 EK0893
 EK0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6338911184(NAD 83)
 EK0893
 EK0893|---------------------------------------------------------------------|
 EK0893| PID    Reference Object                     Distance      Geod. Az  |
 EK0893|                                                           dddmmss.s |
 EK0893| CX6081 PLUNKETVILLE RM 1                    23.650 METERS 06645     |
 EK0893| CX6080 PLUNKETVILLE AZ MK                                 1000255.9 |
 EK0893| EK0891 WHISKEY MTN LOOKOUT TOWER           APPROX.11.6 KM 1461444.2 |
 EK0893| EK0889 WHISKEY 2                           APPROX.11.6 KM 1462532.1 |
 EK0893| CX6082 PLUNKETVILLE RM 2                    25.596 METERS 29202     |
 EK0893|---------------------------------------------------------------------|
 EK0893
 EK0893                          SUPERSEDED SURVEY CONTROL
 EK0893
 EK0893  NAD 83(1993)-  34 25 59.25913(N)    094 29 12.58290(W) AD(       ) 2
 EK0893  NAD 83(1986)-  34 25 59.26175(N)    094 29 12.57600(W) AD(       ) 2
 EK0893  NAD 27      -  34 25 58.88400(N)    094 29 11.80100(W) AD(       ) 2
 EK0893  NGVD 29             340.95   (m)         1118.6    (f) LEVELING    3  
 EK0893
 EK0893.Superseded values are not recommended for survey control.
 EK0893
 EK0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0893.See file dsdata.pdf to determine how the superseded data were derived.
 EK0893
 EK0893_MARKER: DS = TRIANGULATION STATION DISK
 EK0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0893_STAMPING: PLUNKETVILLE 1952
 EK0893_MARK LOGO: CGS
 EK0893_PROJECTION: RECESSED 25 CENTIMETERS
 EK0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0893+STABILITY: SURFACE MOTION
 EK0893
 EK0893  HISTORY     - Date     Condition        Report By
 EK0893  HISTORY     - 1952     MONUMENTED       CGS
 EK0893  HISTORY     - 1978     GOOD             OKDH
 EK0893
 EK0893                          STATION DESCRIPTION
 EK0893
 EK0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0893'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF
 EK0893'SMITHVILLE AND 5 MILES WEST OF COVE, ARKANSAS, ON THE NORTH
 EK0893'RIGHT-OF-WAY OF STATE HIGHWAY 21.  IT IS 59 FEET NORTH OF THE
 EK0893'CENTER OF STATE HIGHWAY 21, 31 FEET WEST-NORTHWEST OF A
 EK0893'TRIANGLE BLAZED OAK TREE, AND 5 FEET NORTH-NORTHEAST OF A
 EK0893'WITNESS POST.  THE MARK IS SET 10 INCHES BELOW THE SURFACE
 EK0893'OF THE GROUND AND THE DISK IS STAMPED PLUNKETVILLE 1952.
 EK0893'
 EK0893'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF THE CENTERLINE OF
 EK0893'THE HIGHWAY, AND 10 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 EK0893'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PLUNKETVILLE
 EK0893'NO 1 1952.
 EK0893'
 EK0893'REFERENCE MARK NO. 2 IS 90 FEET NORTH OF THE CENTER OF THE
 EK0893'HIGHWAY, 6 FEET SOUTH OF AN OAK TREE AND 6 FEET NORTH OF THE
 EK0893'TRACK ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 EK0893'STAMPED PLUNKETVILLE NO 2 1952.
 EK0893'
 EK0893'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF THE HIGHWAY
 EK0893'AND 5 FEET WEST-NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 EK0893'3 INCHES AND THE DISK IS STAMPED PLUNKETVILLE 1952.  THIS
 EK0893'MARK IS NOT VG FROM THE STATION.
 EK0893'
 EK0893'TO REACH THE STATION FROM THE POST OFFICE IN WATSON, GO EAST
 EK0893'ON STATE HIGHWAY 21 FOR 4.25 MILES TO THE STATION ON THE LEFT.
 EK0893'
 EK0893'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 EK0893'HIGHWAY FOR 0.3 MILE.
 EK0893'
 EK0893'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0893
 EK0893                          STATION RECOVERY (1978)
 EK0893
 EK0893'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1978 (HGU)
 EK0893'PLUNKETVILLE 1952 RECOVERED GOOD.
 EK0893'
 EK0893'PLUNKETVILLE NO 2 1952 RECOVERED GOOD.
 EK0893'
 EK0893'NOTE AZIMUTH MARKER FOUND LAYING ON GROUND OF NO VALUE.
 EK0893'
 EK0893'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILE SOUTHEAST OF
 EK0893'SMITHVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8121 ***********************************************************************
 AJ8121  SACS        -  This is a Secondary Airport Control Station.
 AJ8121  DESIGNATION -  PNC A
 AJ8121  PID         -  AJ8121
 AJ8121  STATE/COUNTY-  OK/KAY
 AJ8121  COUNTRY     -  US
 AJ8121  USGS QUAD   -  PONCA CITY (2018)
 AJ8121
 AJ8121                         *CURRENT SURVEY CONTROL
 AJ8121  ______________________________________________________________________
 AJ8121* NAD 83(2011) POSITION- 36 44 20.66828(N) 097 06 04.57832(W)   ADJUSTED
 AJ8121* NAD 83(2011) ELLIP HT-   273.434 (meters)        (06/27/12)   ADJUSTED
 AJ8121* NAD 83(2011) EPOCH   -  2010.00
 AJ8121* NAVD 88 ORTHO HEIGHT -   302.31  (meters)      991.8   (feet) GPS OBS
 AJ8121  ______________________________________________________________________
 AJ8121  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8121  GEOID HEIGHT    -        -28.818 (meters)                     GEOID99
 AJ8121  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 AJ8121  NAD 83(2011) X  -   -632,653.887 (meters)                     COMP
 AJ8121  NAD 83(2011) Y  - -5,078,329.825 (meters)                     COMP
 AJ8121  NAD 83(2011) Z  -  3,794,391.626 (meters)                     COMP
 AJ8121  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 AJ8121
 AJ8121  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8121  Standards:
 AJ8121         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8121            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8121  -------------------------------------------------------------------
 AJ8121  NETWORK    0.85   1.74           0.40   0.26   0.89     -0.11767826
 AJ8121  -------------------------------------------------------------------
 AJ8121  Click here for local accuracies and other accuracy information.
 AJ8121
 AJ8121.This mark is at Ponca City Airport (PNC)
 AJ8121
 AJ8121.The horizontal coordinates were established by GPS observations
 AJ8121.and adjusted by the National Geodetic Survey in June 2012.
 AJ8121
 AJ8121.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8121.been affixed to the stable North American tectonic plate. See 
 AJ8121.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8121
 AJ8121.The horizontal coordinates are valid at the epoch date displayed above
 AJ8121.which is a decimal equivalence of Year/Month/Day.
 AJ8121
 AJ8121.The orthometric height was determined by GPS observations and a
 AJ8121.high-resolution geoid model.
 AJ8121
 AJ8121.GPS derived orthometric heights for airport stations designated as
 AJ8121.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8121.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8121.not indicate centimeter accuracy relative to other marks which are
 AJ8121.part of the published vertical control network.
 AJ8121
 AJ8121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8121.GEOID18 height accuracy estimate available here.
 AJ8121
 AJ8121.Click photographs - Photos may exist for this station.
 AJ8121
 AJ8121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8121
 AJ8121.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8121
 AJ8121.The ellipsoidal height was determined by GPS observations
 AJ8121.and is referenced to NAD 83.
 AJ8121
 AJ8121. The following values were computed from the NAD 83(2011) position.
 AJ8121
 AJ8121;                    North         East     Units Scale Factor Converg.
 AJ8121;SPC OK N     -   193,332.743   680,268.280   MT  0.99999508   +0 31 49.4
 AJ8121;SPC OK N     -   634,292.51  2,231,846.85   sFT  0.99999508   +0 31 49.4
 AJ8121;UTM  14      - 4,067,608.293   669,525.792   MT  0.99995407   +1 08 09.7
 AJ8121
 AJ8121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8121!SPC OK N     -   0.99995709  x   0.99999508  =   0.99995217
 AJ8121!UTM  14      -   0.99995709  x   0.99995407  =   0.99991116
 AJ8121
 AJ8121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6952567608(NAD 83)
 AJ8121
 AJ8121                          SUPERSEDED SURVEY CONTROL
 AJ8121
 AJ8121  NAD 83(2007)-  36 44 20.66827(N)    097 06 04.57902(W) AD(2002.00) 0
 AJ8121  ELLIP H (02/10/07)  273.447  (m)                       GP(2002.00)    
 AJ8121  NAD 83(1993)-  36 44 20.66810(N)    097 06 04.57901(W) AD(       ) 1
 AJ8121  ELLIP H (03/07/02)  273.455  (m)                       GP(       ) 4 2
 AJ8121
 AJ8121.Superseded values are not recommended for survey control.
 AJ8121
 AJ8121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8121.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8121
 AJ8121_MARKER: DD = SURVEY DISK
 AJ8121_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8121_SP_SET: TAXIWAY
 AJ8121_STAMPING: PNC A 1976
 AJ8121_MARK LOGO: NOS
 AJ8121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8121+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 AJ8121
 AJ8121  HISTORY     - Date     Condition        Report By
 AJ8121  HISTORY     - 1976     MONUMENTED       NOS
 AJ8121  HISTORY     - 19930710 GOOD             NGS
 AJ8121  HISTORY     - 20010503 GOOD             MSAM
 AJ8121
 AJ8121                          STATION DESCRIPTION
 AJ8121
 AJ8121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AJ8121'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF TAXIWAY -A- AT NORTH
 AJ8121'END OF RUNWAY 17/35, 420.0 FT (128.0 M) WEST OF THE CENTERLINE END OF
 AJ8121'THE RUNWAY, 5.0 FT (1.5 M) SOUTH OF THE NORTH EDGE OF THE TAXIWAY, AND
 AJ8121'5.0 FT (1.5 M) EAST OF THE WEST EDGE OF THE TAXIWAY.  THE STATION IS
 AJ8121'MARKED WITH A STANDARD NOS DISK, STAMPED---PNC A 1976---, SET IN A
 AJ8121'DRILL HOLE IN THE CONCRETE TAXIWAY.
 AJ8121
 AJ8121                          STATION RECOVERY (2001)
 AJ8121
 AJ8121'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8121'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE PONCA CITY
 AJ8121'MUNICIPAL AIRPORT NORTH OF THE TERMINAL IN THE NORTH EAST CORNER
 AJ8121'OF PARALLEL TAXIWAY A.  THIS IS NOT A CONTROLLED AIRPORT.  PERMISSION
 AJ8121'TO USE THIS STATION MUST BE GRANTED BY THE AIRPORT MANAGER, DON NUZUM,
 AJ8121'PHONE 580-767-0470.  OWNERSHIP--CITY OF PONCA CITY, POST OFFICE BOX
 AJ8121'1450, PONCA CITY, OKLAHOMA 74602.
 AJ8121'
 AJ8121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND OK 11
 AJ8121'(EAST), ABOUT 7.0 KM (4.4 MI) NORTHEAST OF PONCA CITY, GO SOUTH ON
 AJ8121'U.S. HIGHWAY 77 FOR 1.6 KM (1.0 MI) TO AN INTERSECTION.  TURN RIGHT,
 AJ8121'WEST, ON EAST HUBBARD FOR 3.4 KM (2.1 MI) ROAD TO AN INTERSECTION.
 AJ8121'TURN LEFT, SOUTH, ON NORTH WAVERLY ROAD FOR 2.6 KM (1.6 MI) TO A
 AJ8121'DRIVEWAY ON THE LEFT.  TURN LEFT, EAST, ON THE AIRPORT DRIVEWAY FOR
 AJ8121'0.1 KM (0.1 MI) TO THE AIRFIELD GATE.  PROCEED THROUGH THE GATE,
 AJ8121'NORTH, FOR 0.09 KM (0.06 MI) TO THE APRON.  TURN RIGHT, EAST, ON THE
 AJ8121'APRON FOR 0.12 KM (0.07 MI) TO TAXIWAY A.  TURN LEFT, NORTH, ON
 AJ8121'TAXIWAY A FOR 0.8 KM (0.5 MI) TO THE STATION SET IN THE NORTHWEST
 AJ8121'CORNER OF THE TAXIWAY.
 AJ8121'
 AJ8121'THE MARK IS A NOS TOPOGRAPHIC STATION DISK SET FLUSH IN A CONCRETE
 AJ8121'TAXIWAY STAMPED -PNC A 1976--.  IT IS 28.9 M (94.8 FT)NORTHEAST OF A
 AJ8121'CONCRETE GRATE INLET, 9.7 M (31.8 FT) NORTHEAST OF THE NORTHERN MOST
 AJ8121'TAXI LIGHT, 1.5 M (4.9 FT) EAST AND PERPENDICULAR TO THE WEST EDGE OF
 AJ8121'PARALLEL TAXIWAY A.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8121'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8109 ***********************************************************************
 AJ8109  PACS        -  This is a Primary Airport Control Station.
 AJ8109  DESIGNATION -  PNC B
 AJ8109  PID         -  AJ8109
 AJ8109  STATE/COUNTY-  OK/KAY
 AJ8109  COUNTRY     -  US
 AJ8109  USGS QUAD   -  PONCA CITY (2018)
 AJ8109
 AJ8109                         *CURRENT SURVEY CONTROL
 AJ8109  ______________________________________________________________________
 AJ8109* NAD 83(2011) POSITION- 36 43 50.76457(N) 097 05 50.01759(W)   ADJUSTED
 AJ8109* NAD 83(2011) ELLIP HT-   279.191 (meters)        (06/27/12)   ADJUSTED
 AJ8109* NAD 83(2011) EPOCH   -  2010.00
 AJ8109* NAVD 88 ORTHO HEIGHT -   308.06  (meters)     1010.7   (feet) GPS OBS
 AJ8109  ______________________________________________________________________
 AJ8109  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8109  GEOID HEIGHT    -        -28.811 (meters)                     GEOID99
 AJ8109  GEOID HEIGHT    -        -28.891 (meters)                     GEOID18
 AJ8109  NAD 83(2011) X  -   -632,364.087 (meters)                     COMP
 AJ8109  NAD 83(2011) Y  - -5,078,926.194 (meters)                     COMP
 AJ8109  NAD 83(2011) Z  -  3,793,656.293 (meters)                     COMP
 AJ8109  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AJ8109
 AJ8109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8109  Standards:
 AJ8109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8109  -------------------------------------------------------------------
 AJ8109  NETWORK    0.69   1.69           0.32   0.23   0.86     -0.06988856
 AJ8109  -------------------------------------------------------------------
 AJ8109  Click here for local accuracies and other accuracy information.
 AJ8109
 AJ8109.This mark is at Ponca City Airport (PNC)
 AJ8109
 AJ8109.The horizontal coordinates were established by GPS observations
 AJ8109.and adjusted by the National Geodetic Survey in June 2012.
 AJ8109
 AJ8109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8109.been affixed to the stable North American tectonic plate. See 
 AJ8109.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8109
 AJ8109.The horizontal coordinates are valid at the epoch date displayed above
 AJ8109.which is a decimal equivalence of Year/Month/Day.
 AJ8109
 AJ8109.The orthometric height was determined by GPS observations and a
 AJ8109.high-resolution geoid model.
 AJ8109
 AJ8109.GPS derived orthometric heights for airport stations designated as
 AJ8109.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8109.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8109.not indicate centimeter accuracy relative to other marks which are
 AJ8109.part of the published vertical control network.
 AJ8109
 AJ8109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8109.GEOID18 height accuracy estimate available here.
 AJ8109
 AJ8109.Click photographs - Photos may exist for this station.
 AJ8109
 AJ8109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8109
 AJ8109.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8109
 AJ8109.The ellipsoidal height was determined by GPS observations
 AJ8109.and is referenced to NAD 83.
 AJ8109
 AJ8109. The following values were computed from the NAD 83(2011) position.
 AJ8109
 AJ8109;                    North         East     Units Scale Factor Converg.
 AJ8109;SPC OK N     -   192,414.335   680,638.082   MT  0.99999365   +0 31 58.0
 AJ8109;SPC OK N     -   631,279.36  2,233,060.11   sFT  0.99999365   +0 31 58.0
 AJ8109;UTM  14      - 4,066,693.881   669,905.264   MT  0.99995566   +1 08 17.7
 AJ8109
 AJ8109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8109!SPC OK N     -   0.99995619  x   0.99999365  =   0.99994984
 AJ8109!UTM  14      -   0.99995619  x   0.99995566  =   0.99991185
 AJ8109
 AJ8109:                Primary Azimuth Mark                     Grid Az
 AJ8109:SPC OK N     -  CONTROL POINT C 1966 RESET 1973          184 57 14.5
 AJ8109:UTM  14      -  CONTROL POINT C 1966 RESET 1973          184 20 54.8
 AJ8109
 AJ8109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6990566693(NAD 83)
 AJ8109
 AJ8109|---------------------------------------------------------------------|
 AJ8109| PID    Reference Object                     Distance      Geod. Az  |
 AJ8109|                                                           dddmmss.s |
 AJ8109| AC8684 CONTROL POINT C 1966 RESET 1973     APPROX. 0.5 KM 1852912.5 |
 AJ8109|---------------------------------------------------------------------|
 AJ8109
 AJ8109                          SUPERSEDED SURVEY CONTROL
 AJ8109
 AJ8109  NAD 83(2007)-  36 43 50.76456(N)    097 05 50.01828(W) AD(2002.00) 0
 AJ8109  ELLIP H (02/10/07)  279.203  (m)                       GP(2002.00)    
 AJ8109  NAD 83(1993)-  36 43 50.76440(N)    097 05 50.01828(W) AD(       ) B
 AJ8109  ELLIP H (03/07/02)  279.211  (m)                       GP(       ) 4 2
 AJ8109
 AJ8109.Superseded values are not recommended for survey control.
 AJ8109
 AJ8109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8109.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8109
 AJ8109_MARKER: I = METAL ROD
 AJ8109_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8109_STAMPING: PNC B 2001
 AJ8109_MARK LOGO: NGS
 AJ8109_PROJECTION: FLUSH
 AJ8109_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8109+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 AJ8109_ROD/PIPE-DEPTH: 8.29 meters
 AJ8109_SLEEVE-DEPTH  : 0.9 meters
 AJ8109
 AJ8109  HISTORY     - Date     Condition        Report By
 AJ8109  HISTORY     - 20010504 MONUMENTED       MSAM
 AJ8109  HISTORY     - 20060512 GOOD             AERODA
 AJ8109
 AJ8109                          STATION DESCRIPTION
 AJ8109
 AJ8109'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8109'THE STATION IS LOCATED MIDFIELD AT THE PONCA CITY MUNICIPAL AIRPORT
 AJ8109'EAST-NORTHEAST OF THE TERMINAL IN THE GRASS AREA NORTH OF THE WIND
 AJ8109'SOCK SEGMENTED CIRCLE.  THIS IS NOT A CONTROLLED AIRPORT.  PERMISSION
 AJ8109'TO USE THIS STATION MUST BE GRANTED BY THE AIRPORT MANAGER, DON NUZUM,
 AJ8109'PHONE 580-767-0470.  OWNERSHIP--CITY OF PONCA CITY, POST OFFICE BOX
 AJ8109'1450, PONCA CITY, OKLAHOMA 74602.
 AJ8109'
 AJ8109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 AJ8109'HIGHWAY 11 (EAST), ABOUT 7.0 KM (4.4 MI) NORTHEAST OF PONCA CITY, GO
 AJ8109'SOUTH, ON U.S. HIGHWAY 77 FOR 1.6 KM (1.0 MI) TO AN INTERSECTION.
 AJ8109'TURN RIGHT (WEST) ON EAST HUBBARD FOR 3.4 KM (2.0 MI) ROAD TO AN
 AJ8109'INTERSECTION.  TURN LEFT (SOUTH) ON NORTH WAVERLY ROAD FOR 3.9 KM
 AJ8109'(2.4) TO AN INTERSECTION.  TURN LEFT (EAST) ON HARTFORD FOR 1.0 KM
 AJ8109'(0.62 MI) TO AN INTERSECTION.  TURN LEFT (NORTH) ON ASH FOR 0.16 KM
 AJ8109'(0.1 MI) TO A DRIVEWAY ON THE LEFT (MICHCO WELDING BUILDING).  TURN
 AJ8109'LEFT (WEST) ON THE DRIVEWAY FOR 0.15 KM (0.1 MI) TO A STEEL GATE.
 AJ8109'PROCEED THROUGH THE GATE, TURN RIGHT (NORTH) ALONG THE FENCE LINE FOR
 AJ8109'0.4 KM (0.25 MI) TO THE SEGMENTED CIRCLE AND THE STATION ON THE NORTH
 AJ8109'SIDE OF THE SEGMENTED CIRCLE.
 AJ8109'
 AJ8109'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8109'TO REFUSAL AT A DEPTH OF 8.29 M (27.2 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8109'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8109'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8109'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 21.5
 AJ8109'M (70.5 FT) NORTH OF WIND SOCK WITHIN SEGMENTED CIRCLE, 3.8 M
 AJ8109'(12.5 FT) NORTHWEST OF A CHISELED SQUARE ON CONCRETE - L - SHAPED PAD,
 AJ8109'1.8 M (5.9 FT) SOUTHEAST OF A CHISELED SQUARE ON CONCRETE - L - SHAPED
 AJ8109'PAD AND 0.9 M (3 FT) SOUTH OF A CARSONITE WITNESS POST.  THIS STATION
 AJ8109'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8109
 AJ8109                          STATION RECOVERY (2006)
 AJ8109
 AJ8109'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 AJ8109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1083 ***********************************************************************
 EM1083  DESIGNATION -  POA 7
 EM1083  PID         -  EM1083
 EM1083  STATE/COUNTY-  OK/COMANCHE
 EM1083  COUNTRY     -  US
 EM1083  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM1083
 EM1083                         *CURRENT SURVEY CONTROL
 EM1083  ______________________________________________________________________
 EM1083* NAD 83(2011) POSITION- 34 41 06.81293(N) 098 43 07.10964(W)   ADJUSTED
 EM1083* NAD 83(2011) ELLIP HT-   446.806 (meters)        (06/27/12)   ADJUSTED
 EM1083* NAD 83(2011) EPOCH   -  2010.00
 EM1083* NAVD 88 ORTHO HEIGHT -   472.5   (meters)     1550.    (feet) VERTCON3
 EM1083  ______________________________________________________________________
 EM1083  GEOID HEIGHT    -        -25.518 (meters)                     GEOID18
 EM1083  NAD 83(2011) X  -   -795,920.669 (meters)                     COMP
 EM1083  NAD 83(2011) Y  - -5,190,070.693 (meters)                     COMP
 EM1083  NAD 83(2011) Z  -  3,609,461.243 (meters)                     COMP
 EM1083  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 EM1083
 EM1083  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1083  Standards:
 EM1083         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1083            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1083  -------------------------------------------------------------------
 EM1083  NETWORK    5.39   6.37           2.26   2.05   3.25     -0.36355087
 EM1083  -------------------------------------------------------------------
 EM1083  Click here for local accuracies and other accuracy information.
 EM1083
 EM1083.The horizontal coordinates were established by GPS observations
 EM1083.and adjusted by the National Geodetic Survey in June 2012.
 EM1083
 EM1083.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1083.been affixed to the stable North American tectonic plate. See 
 EM1083.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1083
 EM1083.The horizontal coordinates are valid at the epoch date displayed above
 EM1083.which is a decimal equivalence of Year/Month/Day.
 EM1083
 EM1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1083
 EM1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1083.GEOID18 height accuracy estimate available here.
 EM1083
 EM1083.Click photographs - Photos may exist for this station.
 EM1083
 EM1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1083
 EM1083.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1083
 EM1083.The ellipsoidal height was determined by GPS observations
 EM1083.and is referenced to NAD 83.
 EM1083
 EM1083. The following values were computed from the NAD 83(2011) position.
 EM1083
 EM1083;                    North         East     Units Scale Factor Converg.
 EM1083;SPC OK S     -   150,191.127   534,150.963   MT  0.99993749   -0 24 28.5
 EM1083;SPC OK S     -   492,752.06  1,752,460.28   sFT  0.99993749   -0 24 28.5
 EM1083;UTM  14      - 3,838,172.720   525,772.391   MT  0.99960819   +0 09 36.4
 EM1083
 EM1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1083!SPC OK S     -   0.99992987  x   0.99993749  =   0.99986736
 EM1083!UTM  14      -   0.99992987  x   0.99960819  =   0.99953809
 EM1083
 EM1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2577238172(NAD 83)
 EM1083
 EM1083                          SUPERSEDED SURVEY CONTROL
 EM1083
 EM1083  NAD 83(2007)-  34 41 06.81276(N)    098 43 07.11011(W) AD(2002.00) 0
 EM1083  ELLIP H (02/10/07)  446.829  (m)                       GP(2002.00)    
 EM1083  ELLIP H (06/19/02)  446.838  (m)                       GP(       ) 5 1
 EM1083  NAD 83(1993)-  34 41 06.81353(N)    098 43 07.11021(W) AD(       ) 1
 EM1083  ELLIP H (11/28/94)  446.879  (m)                       GP(       ) 5 1
 EM1083  NAD 83(1986)-  34 41 06.82089(N)    098 43 07.09524(W) AD(       ) 1
 EM1083  NGVD 29 (12/08/88)  472.3    (m)  RAPSU86  model used  GPS OBS        
 EM1083
 EM1083.Superseded values are not recommended for survey control.
 EM1083
 EM1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1083.See file dsdata.pdf to determine how the superseded data were derived.
 EM1083
 EM1083_MARKER: M = AMMO SHELL CASING
 EM1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1083+STABILITY: SURFACE MOTION
 EM1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1083+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM1083
 EM1083  HISTORY     - Date     Condition        Report By
 EM1083  HISTORY     - 1988     MONUMENTED       NGS
 EM1083
 EM1083                          STATION DESCRIPTION
 EM1083
 EM1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM1083'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI)
 EM1083'NORTH-NORTHEAST OF INDIAHOMA AND 0.5 KM (0.3 MI) SOUTH OF THE MOST
 EM1083'NORTHERLY BOUNDARY OF QUANAH RANGE.
 EM1083'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM1083'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM1083'73503-5600, PHONE 405-351-4300.
 EM1083'
 EM1083'TO REACH THE STATION FROM THE INTERSECTION OF OLD HIGHWAY 62 AND
 EM1083'POST OAK ROAD IN INDIAHOMA, AT PHILLIPS 66 STATION, GO NORTH ON
 EM1083'POST OAK ROAD FOR 1.2 KM (0.75 MI) TO NEW US HIGHWAY 62.  CONTINUE
 EM1083'NORTH FOR 7.2 KM (4.5 MI) TO A FORK.  TAKE RIGHT FORK, OVER BRIDGE
 EM1083'TO DIRT ROAD RIGHT AND THE NORTHEAST GATE ONTO FORT SILL.  TRAVEL
 EM1083'EASTERLY ON DIRT ROAD (NORTH BOUNDARY ROAD) FOR 2.4 KM (1.5 MI) TO
 EM1083'INTERSECTION.  GO RIGHT AND GO SOUTHWEST FOR 0.5 KM (0.3 MI) TO
 EM1083'INTERSECTION.  TURN LEFT AND GO EAST FOR 0.5 KM (0.3 MI) TO AN
 EM1083'OBSERVATION TOWER .  CONTINUE EAST FOR 0.5 KM (0.3 MI) TO THE
 EM1083'STATION.
 EM1083'
 EM1083'THE STATION IS THE CENTER OF A 50 CALIBER SHELL CASING SET IN A
 EM1083'TRIANGULAR CONCRETE MONUMENT 44 CM ON THE SIDE AND PROJECTING 6 CM
 EM1083'ABOVE THE GROUND.  INSCRIBED IN THE CONCRETE IS 1957 POA 7.  ALSO
 EM1083'SET IN THE CONCRETE IS A 58 CM PIPE PROJECTING 8 CM ABOVE THE
 EM1083'MONUMENT.  LOCATED 28.6 METERS (93.8 FT) NORTH FROM CENTER OF ROAD,
 EM1083'23.2 METERS (76.0 FT) NORTH-NORTHWEST FROM RM 1 AND 17.3 METERS
 EM1083'(56.7 FT) NORTHEAST FROM RM 2.
 EM1083'
 EM1083'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM1083'
 EM1083'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1083'
 EM1083'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0789 ***********************************************************************
 FJ0789  DESIGNATION -  POCASSET
 FJ0789  PID         -  FJ0789
 FJ0789  STATE/COUNTY-  OK/GRADY
 FJ0789  COUNTRY     -  US
 FJ0789  USGS QUAD   -  POCASSET (2018)
 FJ0789
 FJ0789                         *CURRENT SURVEY CONTROL
 FJ0789  ______________________________________________________________________
 FJ0789* NAD 83(1993) POSITION- 35 07 39.53148(N) 097 57 41.48384(W)   ADJUSTED
 FJ0789* NAVD 88 ORTHO HEIGHT -   361.596 (meters)     1186.34  (feet) ADJUSTED
 FJ0789  ______________________________________________________________________
 FJ0789  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 FJ0789  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 FJ0789  DYNAMIC HEIGHT  -        361.237 (meters)     1185.16  (feet) COMP
 FJ0789  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 FJ0789
 FJ0789  HORZ ORDER      -  SECOND
 FJ0789  VERT ORDER      -  FIRST     CLASS II
 FJ0789
 FJ0789.The horizontal coordinates were established by classical geodetic methods
 FJ0789.and adjusted by the National Geodetic Survey in November 1994.
 FJ0789
 FJ0789.The orthometric height was determined by differential leveling and
 FJ0789.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0789.in June 1991.
 FJ0789
 FJ0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0789.GEOID18 height accuracy estimate available here.
 FJ0789
 FJ0789.Click photographs - Photos may exist for this station.
 FJ0789
 FJ0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0789
 FJ0789.The dynamic height is computed by dividing the NAVD 88
 FJ0789.geopotential number by the normal gravity value computed on the
 FJ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0789.degrees latitude (g = 980.6199 gals.).
 FJ0789
 FJ0789.The modeled gravity was interpolated from observed gravity values.
 FJ0789
 FJ0789. The following values were computed from the NAD 83(1993) position.
 FJ0789
 FJ0789;                    North         East     Units Scale Factor Converg.
 FJ0789;SPC OK S     -   199,036.917   603,506.938   MT  0.99998082   +0 01 18.6
 FJ0789;SPC OK S     -   653,006.95  1,980,005.68   sFT  0.99998082   +0 01 18.6
 FJ0789;UTM  14      - 3,887,692.265   594,617.086   MT  0.99971033   +0 35 51.3
 FJ0789
 FJ0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0789!SPC OK S     -   0.99994743  x   0.99998082  =   0.99992825
 FJ0789!UTM  14      -   0.99994743  x   0.99971033  =   0.99965778
 FJ0789
 FJ0789:                Primary Azimuth Mark                     Grid Az
 FJ0789:SPC OK S     -  POCASSET AZ MK                           002 57 16.8
 FJ0789:UTM  14      -  POCASSET AZ MK                           002 22 44.1
 FJ0789
 FJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9461787692(NAD 83)
 FJ0789
 FJ0789|---------------------------------------------------------------------|
 FJ0789| PID    Reference Object                     Distance      Geod. Az  |
 FJ0789|                                                           dddmmss.s |
 FJ0789| FJ0790 POCASSET AZ MK                                     0025835.4 |
 FJ0789| CL6009 POCASSET RM 3                        52.937 METERS 03345     |
 FJ0789| FJ1054 AMBER MOORE STAUFFER ELEV           APPROX. 8.3 KM 0635003.2 |
 FJ0789| CL6007 POCASSET RM 1                        29.601 METERS 09555     |
 FJ0789| FJ1043 CHICKASHA TRADERS TANK              APPROX. 8.7 KM 1614457.9 |
 FJ0789| FJ1048 CHICKASHA RAD STA KWCO S MAST       APPROX.11.1 KM 1680414.8 |
 FJ0789| CL6008 POCASSET RM 2                        10.225 METERS 35738     |
 FJ0789|---------------------------------------------------------------------|
 FJ0789
 FJ0789                          SUPERSEDED SURVEY CONTROL
 FJ0789
 FJ0789  NAD 83(1986)-  35 07 39.53744(N)    097 57 41.46760(W) AD(       ) 2
 FJ0789  NAD 27      -  35 07 39.31318(N)    097 57 40.30424(W) AD(       ) 2
 FJ0789
 FJ0789.Superseded values are not recommended for survey control.
 FJ0789
 FJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0789.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0789
 FJ0789_MARKER: DS = TRIANGULATION STATION DISK
 FJ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0789_STAMPING: POCASSET 1957
 FJ0789_MARK LOGO: CGS
 FJ0789_PROJECTION: RECESSED 20 CENTIMETERS
 FJ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0789+STABILITY: SURFACE MOTION
 FJ0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0789+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 FJ0789
 FJ0789  HISTORY     - Date     Condition        Report By
 FJ0789  HISTORY     - 1957     MONUMENTED       CGS
 FJ0789  HISTORY     - 1977     GOOD             NGS
 FJ0789  HISTORY     - 1977     GOOD             NGS
 FJ0789  HISTORY     - 1986     GOOD             NGS
 FJ0789  HISTORY     - 20080401 GOOD             AIRDAT
 FJ0789
 FJ0789                          STATION DESCRIPTION
 FJ0789
 FJ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0789'STATION IS ABOUT 7 MILES NORTH OF CHICKASHA, 5 MILES SOUTH
 FJ0789'OF POCASSET, IN THE NORTHWEST 1/4 OF SECTION 32, T 8 N, R 7 W,
 FJ0789'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY, AND AT THE
 FJ0789'EAST EDGE OF A CULTIVATED FIELD.
 FJ0789'
 FJ0789'REACHED FROM THE POST OFFICE IN POCASSET BY GOING SOUTH ON
 FJ0789'STATE HIGHWAY 81 FOR 4.45 MILE TO THE AZIMUTH MARK ON THE
 FJ0789'LEFT, CONTINUE SOUTH FOR 0.1 MILE TO A CROSSROADS, CONTINUE
 FJ0789'SOUTH FOR 0.2 MILE TO THE TOP OF A GRADE AND THE STATION ON
 FJ0789'THE RIGHT.
 FJ0789'
 FJ0789'STATION MARKS ARE STANDARD DISKS, STAMPED POCASSET 1957.
 FJ0789'THE SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST
 FJ0789'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST OF THE
 FJ0789'CENTER OF THE HIGHWAY, 5 FEET EAST OF A NORTH-SOUTH RIGHT-OF-WAY
 FJ0789'FENCE AND ABOUT 3 FEET ABOVE THE HIGHWAY LEVEL.  A WHITE
 FJ0789'WITNESS POST WAS SET 3 FEET SOUTHWEST OF THE MARK.  THE
 FJ0789'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FJ0789'INCHES BELOW THE GROUND SURFACE.
 FJ0789'
 FJ0789'REFERENCE MARK 1 IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY
 FJ0789'AND 1 FOOT WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE.  IT IS
 FJ0789'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0789'6 INCHES AND THE DISK IS STAMPED POCASSET NO 1 1957.
 FJ0789'
 FJ0789'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POCASSET NO 2
 FJ0789'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 FJ0789'IT IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY AND 2 FEET EAST
 FJ0789'OF THE RIGHT-OF-WAY FENCE.
 FJ0789'
 FJ0789'AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FJ0789'25 FEET SOUTH OF A T-JUNCTION OF FENCE LINES AND 1 FOOT WEST
 FJ0789'OF A RIGHT-OF-WAY FENCE.  THE MARK IS A STANDARD DISK, STAMPED
 FJ0789'POCASSET 1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0789'4 INCHES.  A WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE
 FJ0789'MARK.
 FJ0789
 FJ0789                          STATION RECOVERY (1977)
 FJ0789
 FJ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 FJ0789'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 FJ0789'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 FJ0789'AS DESCRIBED IN GOOD CONDITION.
 FJ0789'
 FJ0789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 FJ0789'CHICKASHA.
 FJ0789
 FJ0789                          STATION RECOVERY (1977)
 FJ0789
 FJ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FJ0789'THE STATION MARK, REFERENCE MARK NO.1 AND THE AZIMUTH MARK WERE
 FJ0789'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS
 FJ0789'NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED.
 FJ0789'
 FJ0789'REFERENCE MARK NO.3 WAS ESTABLISHED AT THIS TIME.
 FJ0789'
 FJ0789'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO.1.
 FJ0789'
 FJ0789'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FJ0789'
 FJ0789'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF POCASSET, 5 MILES
 FJ0789'NORTH OF CHICHASHA, AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 FJ0789'81.
 FJ0789'
 FJ0789'TO REACH THE STATION FROM THE POST OFFICE IN POCASSET, GO SOUTH
 FJ0789'ON U.S. HIGHWAY 81 FOR 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 FJ0789'AND GATE ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY FOR 0.35 MILE TO
 FJ0789'THE STATION ON THE RIGHT.
 FJ0789'
 FJ0789'STATION IS A STANDARD DISK, SET IN TOP OF A CONCRETE POST, THAT IS
 FJ0789'ABOUT 12-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 FJ0789'POCASSET 1957.  IT IS 47 FEET WEST OF THE CENTER LINE OF HIGHWAY
 FJ0789'81, 4 FEET SOUTH OF A WITNESS POST AND 1-FOOT EAST OF A METAL
 FJ0789'WITNESS POST.
 FJ0789'
 FJ0789'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FJ0789'POST, THAT PROJECTS 4-INCHES AND IS STAMPED POCASSET NO 1 1957.  IT
 FJ0789'IS 49 FEET EAST OF THE CENTER LINE OF HIGHWAY, 12.6 FEET NORTH OF
 FJ0789'THE NORTH END OF A DOUBLE BRACED FENCE POST AND 1-FOOT WEST OF THE
 FJ0789'FENCE.
 FJ0789'
 FJ0789'REFERENCE MARK NO.3 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS
 FJ0789'ABOUT 5-INCHES AND THE ALUMINUM CAP IS STAMPED POCASSET 1957 NO 3
 FJ0789'1977.  IT IS 50 FEET EAST OF THE CENTER LINE OF HIGHWAY, AND 1-FOOT
 FJ0789'WEST OF A METAL WITNESS POST AND FENCE LINE.
 FJ0789'
 FJ0789'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FJ0789'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED POCASSET 1957.
 FJ0789'IT IS 50 FEET EAST OF THE CENTER LINE OF HIGHWAY, 11 FEET SOUTH OF
 FJ0789'THE CENTER OF FIELD ROAD, 2.6 FEET SOUTH OF THE SOUTH END OF GATE,
 FJ0789'2.6 FEET NORTH OF A WITNESS POST AND 1-FOOT WEST OF THE FENCE
 FJ0789'LINE.
 FJ0789'
 FJ0789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--POCASSET 5-MILES
 FJ0789'S.
 FJ0789
 FJ0789                          STATION RECOVERY (1986)
 FJ0789
 FJ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0789'10.3 KM (6.4 MI) NORTH FROM CHICKASHA.
 FJ0789'10.3 KM (6.4 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0789'BUILDING IN CHICKASHA, 0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF A
 FJ0789'GRAVELED ROAD LEADING WEST, 14.4 M (47.2 FT) WEST OF THE CENTERLINE OF
 FJ0789'THE HIGHWAY, AND 1.5 M (4.9 FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY POST.
 FJ0789'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FJ0789'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FJ0789
 FJ0789                          STATION RECOVERY (2008)
 FJ0789
 FJ0789'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FJ0789'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0790 ***********************************************************************
 FJ0790  DESIGNATION -  POCASSET AZ MK
 FJ0790  PID         -  FJ0790
 FJ0790  STATE/COUNTY-  OK/GRADY
 FJ0790  COUNTRY     -  US
 FJ0790  USGS QUAD   -  POCASSET (2018)
 FJ0790
 FJ0790                         *CURRENT SURVEY CONTROL
 FJ0790  ______________________________________________________________________
 FJ0790* NAD 83(1986) POSITION- 35 07 58.     (N) 097 57 40.     (W)   SCALED
 FJ0790* NAVD 88 ORTHO HEIGHT -   359.180 (meters)     1178.41  (feet) ADJUSTED
 FJ0790  ______________________________________________________________________
 FJ0790  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 FJ0790  DYNAMIC HEIGHT  -        358.823 (meters)     1177.24  (feet) COMP
 FJ0790  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 FJ0790
 FJ0790  VERT ORDER      -  FIRST     CLASS II
 FJ0790
 FJ0790.The horizontal coordinates were scaled from a map and have
 FJ0790.an estimated accuracy of +/- 6 seconds.
 FJ0790
 FJ0790.The orthometric height was determined by differential leveling and
 FJ0790.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0790.in June 1991.
 FJ0790
 FJ0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0790.GEOID18 height accuracy estimate available here.
 FJ0790
 FJ0790.Click photographs - Photos may exist for this station.
 FJ0790
 FJ0790.The dynamic height is computed by dividing the NAVD 88
 FJ0790.geopotential number by the normal gravity value computed on the
 FJ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0790.degrees latitude (g = 980.6199 gals.).
 FJ0790
 FJ0790.The modeled gravity was interpolated from observed gravity values.
 FJ0790
 FJ0790;                    North         East    Units  Estimated Accuracy
 FJ0790;SPC OK S     -   199,610.      603,540.      MT  (+/- 180 meters Scaled)
 FJ0790
 FJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND946882(NAD 83)
 FJ0790
 FJ0790                          SUPERSEDED SURVEY CONTROL
 FJ0790
 FJ0790.No superseded survey control is available for this station.
 FJ0790
 FJ0790_MARKER: DZ = AZIMUTH MARK DISK
 FJ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0790_STAMPING: POCASSET 1957
 FJ0790_MARK LOGO: CGS
 FJ0790_PROJECTION: PROJECTING 5 CENTIMETERS
 FJ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0790+STABILITY: SURFACE MOTION
 FJ0790
 FJ0790  HISTORY     - Date     Condition        Report By
 FJ0790  HISTORY     - 1957     MONUMENTED       CGS
 FJ0790  HISTORY     - 1986     GOOD             NGS
 FJ0790
 FJ0790                          STATION DESCRIPTION
 FJ0790
 FJ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0790'10.9 KM (6.8 MI) NORTH FROM CHICKASHA.
 FJ0790'10.9 KM (6.75 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0790'BUILDING IN CHICKASHA, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF A
 FJ0790'GRAVELED ROAD LEADING EAST, 15.3 M (50.2 FT) EAST OF THE CENTERLINE OF
 FJ0790'THE HIGHWAY, 7.7 M (25.3 FT) SOUTH OF A T-FENCE CORNER, AND 0.3 M
 FJ0790'(1.0 FT) WEST OF A FENCE.
 FJ0790'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 FJ0790'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1262 ***********************************************************************
 FH1262  CBN         -  This is a Cooperative Base Network Control Station.
 FH1262  DESIGNATION -  POCOLA
 FH1262  PID         -  FH1262
 FH1262  STATE/COUNTY-  OK/LE FLORE
 FH1262  COUNTRY     -  US
 FH1262  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH1262
 FH1262                         *CURRENT SURVEY CONTROL
 FH1262  ______________________________________________________________________
 FH1262* NAD 83(2011) POSITION- 35 17 01.59155(N) 094 27 23.89275(W)   ADJUSTED
 FH1262* NAD 83(2011) ELLIP HT-   134.165 (meters)        (06/27/12)   ADJUSTED
 FH1262* NAD 83(2011) EPOCH   -  2010.00
 FH1262* NAVD 88 ORTHO HEIGHT -   164.6   (meters)      540.    (feet) GPS OBS
 FH1262  ______________________________________________________________________
 FH1262  NAVD 88 orthometric height was determined with an earlier geoid model
 FH1262  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 FH1262  NAD 83(2011) X  -   -405,028.479 (meters)                     COMP
 FH1262  NAD 83(2011) Y  - -5,196,654.582 (meters)                     COMP
 FH1262  NAD 83(2011) Z  -  3,663,688.903 (meters)                     COMP
 FH1262  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 FH1262
 FH1262  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1262  Standards:
 FH1262         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1262            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1262  -------------------------------------------------------------------
 FH1262  NETWORK    0.92   2.45           0.42   0.32   1.25      0.05741304
 FH1262  -------------------------------------------------------------------
 FH1262  Click here for local accuracies and other accuracy information.
 FH1262
 FH1262.The horizontal coordinates were established by GPS observations
 FH1262.and adjusted by the National Geodetic Survey in June 2012.
 FH1262
 FH1262.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1262.been affixed to the stable North American tectonic plate. See 
 FH1262.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1262
 FH1262.The horizontal coordinates are valid at the epoch date displayed above
 FH1262.which is a decimal equivalence of Year/Month/Day.
 FH1262
 FH1262.The orthometric height was determined by GPS observations and a
 FH1262.high-resolution geoid model.
 FH1262
 FH1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1262.GEOID18 height accuracy estimate available here.
 FH1262
 FH1262.Click photographs - Photos may exist for this station.
 FH1262
 FH1262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1262
 FH1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1262
 FH1262.The ellipsoidal height was determined by GPS observations
 FH1262.and is referenced to NAD 83.
 FH1262
 FH1262. The following values were computed from the NAD 83(2011) position.
 FH1262
 FH1262;                    North         East     Units Scale Factor Converg.
 FH1262;SPC OK S     -   222,014.850   922,283.570   MT  1.00001036   +2 00 40.6
 FH1262;SPC OK S     -   728,393.72  3,025,858.68   sFT  1.00001036   +2 00 40.6
 FH1262;UTM  15      - 3,905,486.169   367,535.211   MT  0.99981625   -0 50 29.5
 FH1262
 FH1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1262!SPC OK S     -   0.99997894  x   1.00001036  =   0.99998930
 FH1262!UTM  15      -   0.99997894  x   0.99981625  =   0.99979520
 FH1262
 FH1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6753505486(NAD 83)
 FH1262
 FH1262                          SUPERSEDED SURVEY CONTROL
 FH1262
 FH1262  NAD 83(2007)-  35 17 01.59140(N)    094 27 23.89341(W) AD(2002.00) 0
 FH1262  ELLIP H (02/10/07)  134.178  (m)                       GP(2002.00)    
 FH1262  ELLIP H (04/16/01)  134.161  (m)                       GP(       ) 4 2
 FH1262  NAD 83(1993)-  35 17 01.59161(N)    094 27 23.89322(W) AD(       ) B
 FH1262  ELLIP H (05/09/94)  134.261  (m)                       GP(       ) 4 2
 FH1262  NAVD 88 (01/13/95)  164.7    (m)  UNKNOWN  model used  GPS OBS        
 FH1262  NAVD 88 (05/09/94)  164.7    (m)  GEOID93  model used  GPS OBS        
 FH1262
 FH1262.Superseded values are not recommended for survey control.
 FH1262
 FH1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1262.See file dsdata.pdf to determine how the superseded data were derived.
 FH1262
 FH1262_MARKER: DH = HORIZONTAL CONTROL DISK
 FH1262_SETTING: 66 = SET IN ROCK OUTCROP
 FH1262_STAMPING: POCOLA 1993
 FH1262_MARK LOGO: NGS
 FH1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1262+STABILITY: POSITION/ELEVATION WELL
 FH1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1262+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2017
 FH1262
 FH1262  HISTORY     - Date     Condition        Report By
 FH1262  HISTORY     - 1993     MONUMENTED       NGS
 FH1262  HISTORY     - 19970318 GOOD             NGS
 FH1262  HISTORY     - 20090725 GOOD             GEOCAC
 FH1262  HISTORY     - 20170328 GOOD             GRWAS
 FH1262
 FH1262                          STATION DESCRIPTION
 FH1262
 FH1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FH1262'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH-NORTHEAST OF POCOLA, 2
 FH1262'KM (1.25 MI) EAST OF THE ARKANSAS STATE LINE, ALONG A ROAD
 FH1262'PARALLELING HIGHWAYS 112 AND 271, NEAR THE ENTRANCE TO THE TRI-STATE
 FH1262'SPEEDWAY, ALONG A FENCE SEPARATING THE ROAD FROM A BANK EDGE, ABOUT
 FH1262'20 M (65.6 FT) ABOVE THE HIGHWAYS, IN THE NORTHEAST 1/4 OF SECTION
 FH1262'12, T 11 N, R 23 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FH1262'TRANSPORTATION.
 FH1262'TO REACH FOM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE HIGHWAYS 9 AND
 FH1262'112 (N. POCOLA BLVD), ABOUT 3 KM (1.85 MI) NORTH OF POCOLA, GO EAST
 FH1262'ON HIGHWAYS 112 AND 271 FOR 1.08 KM (0.65 MI) TO THE BRIDGE OVER
 FH1262'CEDAR CREEK. CONTINUE AHEAD, EAST, FOR 0.66 KM (0.40 MI) TO THE
 FH1262'SECOND OF TWO PAVED ROADS LEFT.  TURN LEFT, NORTHWEST, THEN
 FH1262'NORTHEAST, UPHILL FOR 0.50 KM (0.30 MI) TO THE STATION ON THE LEFT,
 FH1262'0.06 KM (0.05 MI) BEFORE A PAVED ROAD LEFT.
 FH1262'STATION MARK IS A SURVEY DISK SET IN THE EASTERN END OF A EXPOSED
 FH1262'BEDROCK RIDGE.  IT IS 15.8 M (51.8 FT) NORTH-NORTHWEST OF, AND 2 M
 FH1262'(6.6 FT) HIGHER THAN THE ROAD CENTER, 1.55 M (5.09 FT) EAST-NORTHEAST
 FH1262'OF A METAL WITNESS POST, 30.2 M (99.1 FT) WEST-SOUTHWEST OF A HIGH
 FH1262'VOLTAGE POWERLINE POLE, 19.8 M (65.0 FT) SOUTHWEST OF 16-INCH OAK
 FH1262'TREE, 43.2 M (141.7 FT) SOUTH OF TRANSFORMER AND TWIN LAMP BEARING
 FH1262'POWERLINE POLE, 23.8 M (78.1 FT) NORTH OF AND ACROSS THE ROAD FROM
 FH1262'THE EASTERN ONE OF THREE BRACED WOOD FENCE POSTS, 67.0 M (219.8 FT)
 FH1262'WEST-SOUTHWEST OF, AND 2 M (6.6 FT) HIGHER THAN, CENTER OF PAVED ROAD
 FH1262'LEADING NORTHWEST.
 FH1262
 FH1262                          STATION RECOVERY (1997)
 FH1262
 FH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 FH1262'RECOVERED AS DESCRIBED.
 FH1262
 FH1262                          STATION RECOVERY (2009)
 FH1262
 FH1262'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH1262'MARK RECOVERED IN GOOD CONDITION. MARK IS NO LONGER NEAR A FENCE AS
 FH1262'THE FENCE IS GONE. THE WITNESS POST HAS A REFLECTOR ON IT, BUT IT
 FH1262'OTHERWISE UNMARKED. MARK IS SET ON THE EDGE OF A PATCH OF WHITE
 FH1262'CONCRETE.
 FH1262
 FH1262                          STATION RECOVERY (2017)
 FH1262
 FH1262'RECOVERY NOTE BY GRW AERIAL SURVEY 2017 (DAM)
 FH1262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0842 ***********************************************************************
 EK0842  DESIGNATION -  POLECAT
 EK0842  PID         -  EK0842
 EK0842  STATE/COUNTY-  OK/LE FLORE
 EK0842  COUNTRY     -  US
 EK0842  USGS QUAD   -  ZAFRA (2019)
 EK0842
 EK0842                         *CURRENT SURVEY CONTROL
 EK0842  ______________________________________________________________________
 EK0842* NAD 83(1997) POSITION- 34 35 25.19051(N) 094 27 43.08788(W)   ADJUSTED
 EK0842* NAVD 88 ORTHO HEIGHT -   736.    (meters)     2415.    (feet) SCALED
 EK0842  ______________________________________________________________________
 EK0842  GEOID HEIGHT    -        -30.699 (meters)                     GEOID18
 EK0842  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 EK0842  HORZ ORDER      -  THIRD
 EK0842
 EK0842.The horizontal coordinates were established by classical geodetic methods
 EK0842.and adjusted by the National Geodetic Survey in September 1999.
 EK0842
 EK0842.The orthometric height was scaled from a topographic map.
 EK0842
 EK0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0842.GEOID18 height accuracy estimate available here.
 EK0842
 EK0842.Click photographs - Photos may exist for this station.
 EK0842
 EK0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0842
 EK0842. The following values were computed from the NAD 83(1997) position.
 EK0842
 EK0842;                    North         East     Units Scale Factor Converg.
 EK0842;SPC OK S     -   145,117.731   924,494.593   MT  0.99993595   +2 00 29.7
 EK0842;SPC OK S     -   476,107.09  3,033,112.68   sFT  0.99993595   +2 00 29.7
 EK0842;UTM  15      - 3,828,585.028   365,926.230   MT  0.99982156   -0 49 48.3
 EK0842
 EK0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0842!SPC OK S     -   0.99988928  x   0.99993595  =   0.99982524
 EK0842!UTM  15      -   0.99988928  x   0.99982156  =   0.99971086
 EK0842
 EK0842:                Primary Azimuth Mark                     Grid Az
 EK0842:SPC OK S     -  PIGEON                                   285 16 57.4
 EK0842:UTM  15      -  PIGEON                                   288 07 15.4
 EK0842
 EK0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6592628585(NAD 83)
 EK0842
 EK0842|---------------------------------------------------------------------|
 EK0842| PID    Reference Object                     Distance      Geod. Az  |
 EK0842|                                                           dddmmss.s |
 EK0842| CX6086 POLECAT RM 2                          7.778 METERS 23249     |
 EK0842| EK0934 PIGEON                              APPROX. 9.0 KM 2871727.1 |
 EK0842| CX6085 POLECAT RM 1                          8.427 METERS 35749     |
 EK0842|---------------------------------------------------------------------|
 EK0842
 EK0842                          SUPERSEDED SURVEY CONTROL
 EK0842
 EK0842  NAD 83(1993)-  34 35 25.19111(N)    094 27 43.08914(W) AD(       ) 3
 EK0842  NAD 83(1986)-  34 35 25.19369(N)    094 27 43.08237(W) AD(       ) 3
 EK0842  NAD 27      -  34 35 24.81000(N)    094 27 42.30300(W) AD(       ) 3
 EK0842
 EK0842.Superseded values are not recommended for survey control.
 EK0842
 EK0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0842.See file dsdata.pdf to determine how the superseded data were derived.
 EK0842
 EK0842_MARKER: DS = TRIANGULATION STATION DISK
 EK0842_SETTING: 66 = SET IN ROCK OUTCROP
 EK0842_STAMPING: POLECAT 1952
 EK0842_MARK LOGO: CGS
 EK0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0842+STABILITY: POSITION/ELEVATION WELL
 EK0842
 EK0842  HISTORY     - Date     Condition        Report By
 EK0842  HISTORY     - 1952     MONUMENTED       CGS
 EK0842  HISTORY     - 1959     GOOD             CGS
 EK0842
 EK0842                          STATION DESCRIPTION
 EK0842
 EK0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0842'THE STATION IS LOCATED ABOUT 15 MILES WEST OF MENA AND 1/4
 EK0842'MILE WEST OF THE ARKANSAS- OKLAHOMA STATE LINE.  THE MARK
 EK0842'IS ABOUT 24 FEET SOUTH OF THE CENTER OF AN OLD ROAD AND 5.7
 EK0842'FEET WEST OF A SMALL TRIANGLE BLAZED TREE.  THE BEDROCK THE
 EK0842'DISK IS SET IN PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0842'POLECAT 1952.
 EK0842'
 EK0842'REFERENCE MARK NO. 1 IS SET IN THE CENTER OF THE OLD ROAD.
 EK0842'THE MARK IS SET IN FLUSH BEDROCK AND THE DISK IS STAMPED
 EK0842'POLECAT NO 1 1952.
 EK0842'
 EK0842'REFERENCE MARK NO. 2 IS SET IN BEDROCK THAT PROJECTS ABOUT 10 INCHES
 EK0842'AND THE DISK IS STAMPED POLECAT NO 2 1952.
 EK0842'
 EK0842'NO SUITABLE SPOT WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 EK0842'
 EK0842'TO REACH THE STATION FROM MENA, WHERE STATE HIGHWAY 8 CROSSES
 EK0842'U.S. HIGHWAY 71, GO SOUTHWESTERLY THROUGH MENA FOR 1.7 MILES TO
 EK0842'THE END OF THE PAVEMENT, CONTINUE ON STATE HIGHWAY 8 FOR 19.0
 EK0842'MILES TO A SIDE ROAD LEFT AND A SIGN, PIGEON CREEK, TURN LEFT
 EK0842'AND GO SOUTH FOR 4.4 MILES TO A T INTERSECTION AND A SIGN,
 EK0842'WARREN DIVIDE, TURN LEFT AND GO GENERALLY EAST AND SOUTH FOR
 EK0842'5.6 MILES TO A LARGE OAK TREE ON THE RIGHT WITH A TRIANGLE
 EK0842'BLAZE AND A DIM TRACK ROAD LEADING TO THE RIGHT.  TURN RIGHT
 EK0842'AND GO WESTERLY FOR 0.35 MILE TO THE STATION ON THE LEFT
 EK0842'ON WHAT IS KNOWN LOCALLY AS POLECAT PEAK.  THE LAST 0.35
 EK0842'MILE MAY HAVE TO BE PACKED IN WET WEATHER.
 EK0842'
 EK0842'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0842
 EK0842                          STATION RECOVERY (1959)
 EK0842
 EK0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0842'STATION RECOVERED AND STATION AND REFERENCE MARKS WERE FOUND
 EK0842'IN GOOD CONDITION.  NO AZIMUTH MARK HAD BEEN SET.
 EK0842'
 EK0842'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 EK0842'
 EK0842'TO REACH FROM MENA, FROM THE JUNCTION OF U.S. HIGHWAY 71 AND
 EK0842'STATE HIGHWAY 8, GO SOUTHWESTERLY THROUGH MENA ON STATE
 EK0842'HIGHWAY 8 FOR 15.85 MILES TO THE OKLAHOMA STATE LINE, CONTINUE
 EK0842'WESTERLY ON OKLAHOMA STATE HIGHWAY 63 FOR 5.3 MILES TO THE
 EK0842'PIGEON CREEK ROAD ON THE LEFT, TURN LEFT AND GO SOUTHERLY
 EK0842'ON ROAD 0-26 FOR 4.5 MILES TO A T-INTERSECTION, TURN LEFT
 EK0842'ON WARREN DIVIDE AND FOLLOW ROAD 0-25 FOR 5.7 MILES TO AN
 EK0842'OLD WOODS ROAD ON RIGHT AT TOP OF HILL, TURN RIGHT AND FOLLOW
 EK0842'OLD WOODS ROAD FOR 0.35 MILE TO TOP OF A PROMINENT PEAK AND
 EK0842'STATION.  THE LAST 0.35 MILE IS IMPASSABLE DUE TO FALLEN
 EK0842'TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1174 ***********************************************************************
 FJ1174  DESIGNATION -  POLECAT
 FJ1174  PID         -  FJ1174
 FJ1174  STATE/COUNTY-  OK/CREEK
 FJ1174  COUNTRY     -  US
 FJ1174  USGS QUAD   -  HEYBURN RESERVOIR (2018)
 FJ1174
 FJ1174                         *CURRENT SURVEY CONTROL
 FJ1174  ______________________________________________________________________
 FJ1174* NAD 83(1993) POSITION- 35 56 00.29156(N) 096 16 07.83376(W)   ADJUSTED
 FJ1174* NAVD 88 ORTHO HEIGHT -   253.8   (meters)      833.    (feet) VERTCON3
 FJ1174  ______________________________________________________________________
 FJ1174  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 FJ1174  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 FJ1174  HORZ ORDER      -  SECOND
 FJ1174
 FJ1174.The horizontal coordinates were established by classical geodetic methods
 FJ1174.and adjusted by the National Geodetic Survey in November 1994.
 FJ1174
 FJ1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1174
 FJ1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1174.GEOID18 height accuracy estimate available here.
 FJ1174
 FJ1174.Click photographs - Photos may exist for this station.
 FJ1174
 FJ1174.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1174
 FJ1174. The following values were computed from the NAD 83(1993) position.
 FJ1174
 FJ1174;                    North         East     Units Scale Factor Converg.
 FJ1174;SPC OK N     -   104,957.355   756,203.123   MT  0.99995371   +1 01 17.9
 FJ1174;SPC OK N     -   344,347.59  2,480,976.41   sFT  0.99995371   +1 01 17.9
 FJ1174;UTM  14      - 3,980,010.873   746,388.758   MT  1.00034810   +1 36 12.9
 FJ1174
 FJ1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1174!SPC OK N     -   0.99996464  x   0.99995371  =   0.99991835
 FJ1174!UTM  14      -   0.99996464  x   1.00034810  =   1.00031273
 FJ1174
 FJ1174:                Primary Azimuth Mark                     Grid Az
 FJ1174:SPC OK N     -  POLECAT AZ MK                            222 21 08.2
 FJ1174:UTM  14      -  POLECAT AZ MK                            221 46 13.2
 FJ1174
 FJ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE4638880010(NAD 83)
 FJ1174
 FJ1174|---------------------------------------------------------------------|
 FJ1174| PID    Reference Object                     Distance      Geod. Az  |
 FJ1174|                                                           dddmmss.s |
 FJ1174| CI2024 POLECAT RM 2                         12.539 METERS 02112     |
 FJ1174| CI2022 POLECAT AZ MK                                      2232226.1 |
 FJ1174| CI2023 POLECAT RM 1                         13.420 METERS 25420     |
 FJ1174|---------------------------------------------------------------------|
 FJ1174
 FJ1174                          SUPERSEDED SURVEY CONTROL
 FJ1174
 FJ1174  NAD 83(1986)-  35 56 00.31152(N)    096 16 07.81567(W) AD(       ) 2
 FJ1174  NAD 27      -  35 56 00.01296(N)    096 16 06.79854(W) AD(       ) 2
 FJ1174  NGVD 29 (07/19/86)  253.7    (m)          832.     (f) VERT ANG       
 FJ1174
 FJ1174.Superseded values are not recommended for survey control.
 FJ1174
 FJ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1174.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1174
 FJ1174_MARKER: DD = SURVEY DISK
 FJ1174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1174+WITH SETTING: INFORMATION.
 FJ1174_STAMPING: POLECAT ET 1970
 FJ1174_MARK LOGO: USGS
 FJ1174_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1174
 FJ1174  HISTORY     - Date     Condition        Report By
 FJ1174  HISTORY     - 1970     MONUMENTED       USGS
 FJ1174
 FJ1174                          STATION DESCRIPTION
 FJ1174
 FJ1174'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1174'THE STATION IS ABOUT 3.1 MI WSW. OF KELLYVILLE AND ABOUT 9.8 MI
 FJ1174'SW. OF SAPULPA, NEAR THE CENTER OF THE S. HALF OF SEC. 20, T. 17
 FJ1174'N., R. 10 E., ON THE N. CUTBANK ALONG THE TURNER TURNPIKE.
 FJ1174'
 FJ1174'TO REACH THE STATION FROM THE TURNER TURNPIKE TOLL GATE AT
 FJ1174'SAPULPA, FOLLOW THE TURNPIKE SW. FOR 9.6 MI TO MP 71, CONTINUE
 FJ1174'W. FOR ABOUT 0.75 MI TO A CUTBANK ON THE RIGHT AND THE STATION ON
 FJ1174'TOP.
 FJ1174'
 FJ1174'STATION MARK, STAMPED ET POLECAT 1970 IS ABOUT 216 FT SW. OF A
 FJ1174'Y-FENCE W., 58 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT, 20 FT
 FJ1174'(NORMAL) SSE. OF N. RIGHT-OF-WAY FENCE AND USGS WITNESS POST.
 FJ1174'
 FJ1174'REFERENCE MARK NO. 1, STAMPED POLECAT NO 1 1970 IS WSW. OF THE
 FJ1174'STATION, 77 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT, 1.0 FT
 FJ1174'(NORMAL) SSE. OF N. RIGHT-OF-WAY FENCE.
 FJ1174'
 FJ1174'REFERENCE MARK NO. 2, STAMPED POLECAT NO 2 1970 IS NNE. OF THE
 FJ1174'STATION, 76 FT (NORMAL) NNW. OF N. EDGE OF PAVEMENT, 1.8 FT
 FJ1174'(NORMAL) SSE. OF N. RIGHT-OF-WAY FENCE.
 FJ1174'
 FJ1174'AZIMUTH MARK, STAMPED POLECAT 1970 IS ABOUT .55 MI SW. ALONG
 FJ1174'TURNPIKE FROM THE STATION, ON TOP OF THE S. CUTBANK, 105 FT
 FJ1174'(NORMAL) SSE. OF THE S. EDGE OF PAVEMENT.  2.4 FT (NORMAL)
 FJ1174'NNW. OF S. RIGHT-OF-WAY FENCE AND 1.6 FT NE. PARALLEL
 FJ1174'W./S. RIGHT-OF-WAY FENCE FROM A 6 IN. WOODEN FENCE POST WITH
 FJ1174'APPROX. 4 IN. WOODEN BRACES.
 FJ1174'
 FJ1174'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 FJ1174'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 FJ1174'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE
 FJ1174'GROUND.
 FJ1174'
 FJ1174'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0817 ***********************************************************************
 EL0817  DESIGNATION -  PON
 EL0817  PID         -  EL0817
 EL0817  STATE/COUNTY-  OK/PONTOTOC
 EL0817  COUNTRY     -  US
 EL0817  USGS QUAD   -  ROFF SOUTH (2018)
 EL0817
 EL0817                         *CURRENT SURVEY CONTROL
 EL0817  ______________________________________________________________________
 EL0817* NAD 83(1993) POSITION- 34 30 21.81904(N) 096 45 55.30107(W)   ADJUSTED
 EL0817* NAVD 88 ORTHO HEIGHT -   375.98  (+/-2cm)     1233.5   (feet) VERTCON3
 EL0817  ______________________________________________________________________
 EL0817  GEOID HEIGHT    -        -25.567 (meters)                     GEOID18
 EL0817  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC18
 EL0817  HORZ ORDER      -  FIRST
 EL0817  VERT ORDER      -  THIRD ? (See Below)
 EL0817
 EL0817.The horizontal coordinates were established by classical geodetic methods
 EL0817.and adjusted by the National Geodetic Survey in November 1994.
 EL0817
 EL0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0817
 EL0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0817.GEOID18 height accuracy estimate available here.
 EL0817
 EL0817.The vertical order pertains to the NGVD 29 superseded value.
 EL0817
 EL0817.Click photographs - Photos may exist for this station.
 EL0817
 EL0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0817
 EL0817. The following values were computed from the NAD 83(1993) position.
 EL0817
 EL0817;                    North         East     Units Scale Factor Converg.
 EL0817;SPC OK S     -   130,775.991   713,370.994   MT  0.99993687   +0 42 02.9
 EL0817;SPC OK S     -   429,054.23  2,340,451.34   sFT  0.99993687   +0 42 02.9
 EL0817;UTM  14      - 3,820,536.332   705,151.010   MT  1.00011879   +1 15 58.9
 EL0817
 EL0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0817!SPC OK S     -   0.99994500  x   0.99993687  =   0.99988187
 EL0817!UTM  14      -   0.99994500  x   1.00011879  =   1.00006378
 EL0817
 EL0817:                Primary Azimuth Mark                     Grid Az
 EL0817:SPC OK S     -  PON AZ MK                                267 10 13.5
 EL0817:UTM  14      -  PON AZ MK                                266 36 17.5
 EL0817
 EL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0515120536(NAD 83)
 EL0817
 EL0817|---------------------------------------------------------------------|
 EL0817| PID    Reference Object                     Distance      Geod. Az  |
 EL0817|                                                           dddmmss.s |
 EL0817| CY2857 PON RM 1                             32.161 METERS 10327     |
 EL0817| CY2858 PON RM 2                             21.882 METERS 25032     |
 EL0817| CY2856 PON AZ MK                                          2675216.4 |
 EL0817| EL0819 SULPHUR MUNICIPAL TANK              APPROX.17.3 KM 2712653.4 |
 EL0817| EL0815 ROFF MUNICIPAL TANK                 APPROX.15.1 KM 3322440.4 |
 EL0817|---------------------------------------------------------------------|
 EL0817
 EL0817                          SUPERSEDED SURVEY CONTROL
 EL0817
 EL0817  NAD 83(1986)-  34 30 21.82325(N)    096 45 55.29163(W) AD(       ) 1
 EL0817  NAD 27      -  34 30 21.49540(N)    096 45 54.26120(W) AD(       ) 1
 EL0817  NGVD 29             375.89   (m)         1233.2    (f) LEVELING    3  
 EL0817
 EL0817.Superseded values are not recommended for survey control.
 EL0817
 EL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0817.See file dsdata.pdf to determine how the superseded data were derived.
 EL0817
 EL0817_MARKER: DS = TRIANGULATION STATION DISK
 EL0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0817_STAMPING: PON 1954
 EL0817_MARK LOGO: CGS
 EL0817_PROJECTION: FLUSH
 EL0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0817+STABILITY: SURFACE MOTION
 EL0817
 EL0817  HISTORY     - Date     Condition        Report By
 EL0817  HISTORY     - 1954     MONUMENTED       CGS
 EL0817  HISTORY     - 1961     GOOD             USGS
 EL0817  HISTORY     - 1968     GOOD             CGS
 EL0817
 EL0817                          STATION DESCRIPTION
 EL0817
 EL0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0817'THE STATION IS LOCATED ABOUT 12 MILES EAST OF SULPHUR, ABOUT 8
 EL0817'MILES NORTHEAST OF MILL CREEK, ABOUT 6 MILES EAST SOUTHEAST
 EL0817'OF SCULLIN AND ABOUT 0.6 MILE NORTH OF THE THOMPSON RANCH
 EL0817'BUILDINGS, SITE IS ALONG THE COUNTY LINE.  ON THE HIGHEST
 EL0817'GROUND IN THE IMMEDIATE VICINITY AND ON PASTURE LAND BELONGING
 EL0817'TO THE DAVISSON RANCH, W.M. DAVISSON OWNER.
 EL0817'
 EL0817'TO REACH THE STATION FROM THE POST OFFICE IN ROFF GO WEST
 EL0817'FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAYS 12 AND 61, GO
 EL0817'SOUTH ON STATE HIGHWAY 12 FOR 3.3 MILES TO THE SETTLEMENT
 EL0817'OF HICKORY, CONTINUE SOUTH ON STATE HIGHWAY 12 FOR 2.6 MILES TO A
 EL0817'SIDE ROAD LEFT AND SIGN TURNER HERFORD RANCH.  TURN LEFT
 EL0817'AND GO EAST FOR 0.9 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 EL0817'AHEAD FOR 0.85 MILE TO A DRIVEWAY, ALUMINUM GATE AND SIGN
 EL0817'DAVISSON RANCH, ON THE RIGHT.  TURN RIGHT THROUGH GATE AND
 EL0817'FOLLOW RANCH ROAD SOUTHEAST FOR 0.8 MILE TO RANCH HOME AND
 EL0817'GATE EAST OF THE HOUSE.  PASS THROUGH GATE AND GO EASTERLY
 EL0817'FOR 0.2 MILE TO ANOTHER GATE.  GO THROUGH GATE AND FOLLOW
 EL0817'PASTURE ROAD EASTERLY FOR 1.3 MILES TO ANOTHER GATE, PASS
 EL0817'THROUGH GATE AND CONTINUE EASTERLY FOR 2.2 MILES TO GATE
 EL0817'AND A 4-WAY FENCE AND THE STATION ABOUT 70 YARDS EAST.
 EL0817'
 EL0817'STATION MARK, A STANDARD DISK STAMPED PON 1954 IS 100 YARDS
 EL0817'NORTHEAST OF THE GRAVE OF HARRY M. THOMPSON, 70 YARDS EAST
 EL0817'OF A GATE, 62 FEET NORTH OF THE CENTER OF A TRACK ROAD AND
 EL0817'24 FEET NORTH OF AN EAST-WEST FENCE.  IT IS SET FLUSH WITH
 EL0817'THE GROUND.
 EL0817'
 EL0817'REFERENCE MARK 1, A STANDARD DISK STAMPED PON NO 1 1954, IS
 EL0817'38 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT
 EL0817'NORTH OF THE EAST-WEST FENCE.  IT PROJECTS 8 INCHES.
 EL0817'
 EL0817'REFERENCE MARK 2, A STANDARD DISK STAMPED PON NO 2 1954, IS
 EL0817'110 FEET EAST OF THE GATE AND 6 INCHES NORTH OF THE EAST-WEST
 EL0817'FENCE LINE.  IT PROJECTS 6 INCHES.
 EL0817'
 EL0817'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 170.29 FEET.
 EL0817'
 EL0817'AZIMUTH MARK, A STANDARD DISK STAMPED PON 1954, IS 57 FEET
 EL0817'SOUTH OF THE CENTER OF THE TRACK ROAD, 8 FEET EAST OF A
 EL0817'WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 EL0817'
 EL0817'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 70
 EL0817'YARDS TO A GATE, PASS THROUGH GATE AND CONTINUE WEST ON TRACK
 EL0817'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EL0817
 EL0817                          STATION RECOVERY (1961)
 EL0817
 EL0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0817'STATION FOUND IN GOOD CONDITION.  MILL CREEK, 7.0 MILES NORTH
 EL0817'AND 3.5 MILES EAST OF TWPS. 1 N. AND 1S., R. 5 E., NEAR 1/4
 EL0817'COR. SECS. 3 AND 34.  188 FEET EAST AND 24 FEET NORTH OF
 EL0817'FENCE CORNER.  62 FEET NORTH C.1. TRACK ROAD ALONG COUNTY
 EL0817'LINE.  319 FEET NORTHEAST OF NORTHEAST CORNER OF HARRY THOMPSON
 EL0817'GRAVEYARD.  IN CONCRETE POST FLUSH.  STANDARD DISK STAMPED
 EL0817'PON 1954.  PTD. B.M. 1233.0
 EL0817
 EL0817                          STATION RECOVERY (1968)
 EL0817
 EL0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LL)
 EL0817'THE STATION WAS VISITED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EL0817'CONDITION.
 EL0817'
 EL0817'THE ROUTE TO THE STATION WAS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0666 ***********************************************************************
 GH0666  DESIGNATION -  PONCA
 GH0666  PID         -  GH0666
 GH0666  STATE/COUNTY-  OK/KAY
 GH0666  COUNTRY     -  US
 GH0666  USGS QUAD   -  PONCA CITY (2018)
 GH0666
 GH0666                         *CURRENT SURVEY CONTROL
 GH0666  ______________________________________________________________________
 GH0666* NAD 83(1997) POSITION- 36 43 17.58686(N) 097 04 41.05530(W)   ADJUSTED
 GH0666* NAVD 88 ORTHO HEIGHT -   346.    (meters)     1135.    (feet) SCALED
 GH0666  ______________________________________________________________________
 GH0666  GEOID HEIGHT    -        -28.887 (meters)                     GEOID18
 GH0666  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 GH0666  HORZ ORDER      -  SECOND
 GH0666
 GH0666.The horizontal coordinates were established by classical geodetic methods
 GH0666.and adjusted by the National Geodetic Survey in October 1998.
 GH0666
 GH0666.The orthometric height was scaled from a topographic map.
 GH0666
 GH0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0666.GEOID18 height accuracy estimate available here.
 GH0666
 GH0666.Click photographs - Photos may exist for this station.
 GH0666
 GH0666.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0666
 GH0666. The following values were computed from the NAD 83(1997) position.
 GH0666
 GH0666;                    North         East     Units Scale Factor Converg.
 GH0666;SPC OK N     -   191,407.742   682,358.824   MT  0.99999208   +0 32 38.7
 GH0666;SPC OK N     -   627,976.90  2,238,705.58   sFT  0.99999208   +0 32 38.7
 GH0666;UTM  14      - 4,065,705.559   671,636.489   MT  0.99996294   +1 08 58.0
 GH0666
 GH0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0666!SPC OK N     -   0.99995022  x   0.99999208  =   0.99994230
 GH0666!UTM  14      -   0.99995022  x   0.99996294  =   0.99991316
 GH0666
 GH0666:                Primary Azimuth Mark                     Grid Az
 GH0666:SPC OK N     -  PONCA AZ MK                              083 30 26.5
 GH0666:UTM  14      -  PONCA AZ MK                              082 54 07.2
 GH0666
 GH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7163665705(NAD 83)
 GH0666
 GH0666|---------------------------------------------------------------------|
 GH0666| PID    Reference Object                     Distance      Geod. Az  |
 GH0666|                                                           dddmmss.s |
 GH0666| GH0659 PONCA CITY HOSPITAL STACK           APPROX. 0.9 KM 0614540.0 |
 GH0666| GH0662 PONCA CITY WENTZ CAMP TANK          APPROX. 4.9 KM 0690831.8 |
 GH0666| CL6016 PONCA AZ MK                                        0840305.2 |
 GH0666| CL6017 PONCA RM 1                           32.083 METERS 15348     |
 GH0666| GH0663 PONCA CITY CITIES SERV OIL STK      APPROX. 3.3 KM 1905459.1 |
 GH0666| GH0669 PONCA CITY MUNICIPAL TANK           APPROX. 1.2 KM 2193228.7 |
 GH0666| GH0680 TONKAWA EAST MUNICIPAL TANK         APPROX.20.4 KM 2572341.7 |
 GH0666| CL6018 PONCA RM 2                           30.081 METERS 27141     |
 GH0666|---------------------------------------------------------------------|
 GH0666
 GH0666                          SUPERSEDED SURVEY CONTROL
 GH0666
 GH0666  NAD 83(1993)-  36 43 17.58738(N)    097 04 41.05466(W) AD(       ) 2
 GH0666  NAD 83(1986)-  36 43 17.59831(N)    097 04 41.04357(W) AD(       ) 2
 GH0666  NAD 27      -  36 43 17.46736(N)    097 04 39.90676(W) AD(       ) 2
 GH0666
 GH0666.Superseded values are not recommended for survey control.
 GH0666
 GH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0666.See file dsdata.pdf to determine how the superseded data were derived.
 GH0666
 GH0666_MARKER: DS = TRIANGULATION STATION DISK
 GH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0666_STAMPING: PONCA 1935
 GH0666_MARK LOGO: CGS
 GH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0666+STABILITY: SURFACE MOTION
 GH0666
 GH0666  HISTORY     - Date     Condition        Report By
 GH0666  HISTORY     - 1935     MONUMENTED       CGS
 GH0666  HISTORY     - 1959     SEE DESCRIPTION  LOCENG
 GH0666  HISTORY     - 1960     GOOD             CGS
 GH0666  HISTORY     - 1963     GOOD             CGS
 GH0666  HISTORY     - 1966     GOOD             CGS
 GH0666
 GH0666                          STATION DESCRIPTION
 GH0666
 GH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0666'STATION IS LOCATED NEAR THE INTERSECTION OF NORTH 5TH AND EMPORIA
 GH0666'STREETS IN PONCA, ON THE NORTH END OF THE CROSS GRADE SCHOOL
 GH0666'GROUNDS, 135 FEET NORTH OF THE SCHOOL BUILDING, 179 FEET EAST OF
 GH0666'THE CENTER LINE OF NORTH 5TH STREET AND 57 FEET SOUTH OF THE
 GH0666'CENTER LINE OF EMPORIA STREET.  MARK IS FLUSH WITH GROUND.
 GH0666'
 GH0666'AZIMUTH MARK IS 1.6 MILES EAST OF STATION.  REACHED FROM STATION
 GH0666'BY GOING NORTH FOR ONE BLOCK, TURN RIGHT AND GO 1.6 MILES
 GH0666'EAST TO MARK IN NORTH RIGHT-OF-WAY FENCE LINE, 91 FEET EAST OF
 GH0666'CENTER LINE OF NORTH-AND-SOUTH ROAD, 33 FEET NORTH OF CENTER
 GH0666'LINE OF EAST-AND-WEST ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 GH0666'
 GH0666'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 21 FEET NORTHWEST
 GH0666'OF TELEPHONE POLE.  MARK IS FLUSH WITH GROUND.
 GH0666'
 GH0666'REFERENCE MARK NO. 2 IS WEST OF STATION, 3 FEET SOUTHWEST OF
 GH0666'SMALL TREE.  MARK IS FLUSH WITH GROUND.
 GH0666'
 GH0666'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH0666'DESCRIBED.
 GH0666'
 GH0666'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GH0666
 GH0666                          STATION RECOVERY (1959)
 GH0666
 GH0666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (JLS)
 GH0666'AZIMUTH MARK APPEARS TO BE UNDISTURBED.
 GH0666
 GH0666                          STATION RECOVERY (1960)
 GH0666
 GH0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 GH0666'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 2 RECOVERED
 GH0666'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT
 GH0666'NOT RECOVERED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR
 GH0666'THE FOLLOWING-
 GH0666'
 GH0666'IT IS DOUBTFULL IF THE AZIMUTH MARK CAN BE SEEN FROM THE STATION
 GH0666'AT GROUND LEVEL.
 GH0666'
 GH0666'STATION MARK IS LOCATED 100.2 FEET NORTH-NORTHEAST OF THE
 GH0666'NORTHEAST CORNER OF BUILDING, 23.8 FEET SOUTH OF THE SOUTH
 GH0666'EDGE OF SIDEWALK ON SOUTH SIDE OF EPORIA STREET, AND 15.5
 GH0666'FEET SOUTHEAST OF A 14 INCH TREE.
 GH0666'
 GH0666'REFERENCE MARK NO. 2 IS LOCATED 59.9 FEET OF EAST CURB OF
 GH0666'NORTH FIFTH STREET, 20.9 FEET SOUTH OF SOUTH EDGE OF SIDEWALK
 GH0666'ON SOUTH SIDE OF EPORIA STREET, AND 13.0 FEET SOUTH-SOUTHWEST
 GH0666'OF A 12 INCH TREE.
 GH0666
 GH0666                          STATION RECOVERY (1963)
 GH0666
 GH0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0666'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 GH0666'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW COMPLETE
 GH0666'DESCRIPTION FOLLOWS.
 GH0666'
 GH0666'THE STATION IS ON THE SCHOOL GROUND OF THE OLD WASHINGTON SCHOOL.
 GH0666'
 GH0666'TO REACH THE STATION FROM THE POST OFFICE IN PONCA CITY, GO EAST
 GH0666'ON GRAND AVENUE FOR 1 BLOCK TO THE JUNCTION WITH NORTH FIFTH
 GH0666'STREET.  TURN LEFT AND GO NORTH ON NORTH FIFTH STREET FOR 1.3
 GH0666'MILES TO THE JUNCTION WITH EMPORIA STREET AND THE STATION ON THE
 GH0666'RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON NORTH
 GH0666'FIFTH STREET FOR 2 BLOCKS TO THE JUNCTION WITH HARTFORD AVENUE.
 GH0666'TURN RIGHT AND GO EAST ON HARTFORD AVENUE FOR 1.6 MILES TO THE
 GH0666'JUNCTION WITH PECAN ROAD AND THE MARK IN THE NORTHEAST ANGLE
 GH0666'OF THE STREETS.
 GH0666'
 GH0666'STATION MARK IS A STANDARD DISK, STAMPED PONCA 1935, SET IN THE
 GH0666'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 GH0666'IS 100 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 GH0666'SCHOOL BUILDING, 102 FEET NORTH-NORTHEAST OF THE NORTHWEST
 GH0666'CORNER OF THE SCHOOL BUILDING, 57 FEET SOUTH OF THE CENTERLINE
 GH0666'OF EMPORIA STREET AND 16 FEET SOUTHEAST OF A 14 INCH TREE.
 GH0666'
 GH0666'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PONCA NO 1 1935,
 GH0666'SET IN THE TOP OF A ROUND CONCRETE POST 11 INCHES IN DIAMETER
 GH0666'8 INCHES BELOW SURFACE.  IT IS 16 FEET EAST OF THE NORTHEAST
 GH0666'CORNER OF THE SCHOOL BUILDING AND ABOUT THE SAME ELEVATION AS
 GH0666'THE STATION.
 GH0666'
 GH0666'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PONCA NO 2 1935
 GH0666'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0666'THE SURROUNDING SURFACE.  IT IS 125 FEET NORTHWEST OF THE
 GH0666'NORTHWEST CORNER OF THE SCHOOL BUILDING AND 54 FEET SOUTH OF
 GH0666'THE CENTERLINE OF EMPORIA STREET.  IT IS ABOUT THE SAME
 GH0666'ELEVATION AS THE STATION.
 GH0666'
 GH0666'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED PONCA AZI
 GH0666'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0666'8 INCHES.  IT IS 90 FEET EAST OF THE CENTERLINE OF PECAN ROAD,
 GH0666'31 FEET NORTH OF THE CENTERLINE OF HARTFORD AVENUE AND 17 FEET
 GH0666'SOUTH OF A FENCE.
 GH0666'
 GH0666'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GH0666
 GH0666                          STATION RECOVERY (1966)
 GH0666
 GH0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 GH0666'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 GH0666'FOUND TO BE IN GOOD CONDITION.  THE 1963 DESCRIPTION IS ADEQUATE.
 GH0666'
 GH0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT PONCA
 GH0666'CITY, OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0276 ***********************************************************************
 GH0276  DESIGNATION -  PONCA CITY
 GH0276  PID         -  GH0276
 GH0276  STATE/COUNTY-  OK/KAY
 GH0276  COUNTRY     -  US
 GH0276  USGS QUAD   -  PONCA CITY (2018)
 GH0276
 GH0276                         *CURRENT SURVEY CONTROL
 GH0276  ______________________________________________________________________
 GH0276* NAD 83(2011) POSITION- 36 42 12.18016(N) 097 04 38.95651(W)   NO CHECK
 GH0276* NAD 83(2011) ELLIP HT-   281.841 (meters)        (06/27/12)   NO CHECK
 GH0276* NAD 83(2011) EPOCH   -  2010.00
 GH0276* NAVD 88 ORTHO HEIGHT -   310.715 (meters)     1019.40  (feet) ADJUSTED
 GH0276  ______________________________________________________________________
 GH0276  GEOID HEIGHT    -        -28.874 (meters)                     GEOID18
 GH0276  NAD 83(2011) X  -   -630,838.420 (meters)                     COMP
 GH0276  NAD 83(2011) Y  - -5,080,948.961 (meters)                     COMP
 GH0276  NAD 83(2011) Z  -  3,791,221.773 (meters)                     COMP
 GH0276  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 GH0276  DYNAMIC HEIGHT  -        310.450 (meters)     1018.53  (feet) COMP
 GH0276  MODELED GRAVITY -    979,769.4   (mgal)                       NAVD 88
 GH0276
 GH0276  VERT ORDER      -  SECOND    CLASS 0
 GH0276
 GH0276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0276  Standards:
 GH0276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0276  -------------------------------------------------------------------
 GH0276  NETWORK    1.77   4.23           0.83   0.55   2.16     -0.13523047
 GH0276  -------------------------------------------------------------------
 GH0276  Click here for local accuracies and other accuracy information.
 GH0276
 GH0276.The horizontal coordinates were established by GPS observations
 GH0276.and adjusted by the National Geodetic Survey in June 2012.
 GH0276
 GH0276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0276.been affixed to the stable North American tectonic plate. See 
 GH0276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0276
 GH0276.The horizontal coordinates are valid at the epoch date displayed above
 GH0276.which is a decimal equivalence of Year/Month/Day.
 GH0276
 GH0276.No horizontal observational check was made to the station.
 GH0276
 GH0276.The orthometric height was determined by differential leveling and
 GH0276.adjusted by the NATIONAL GEODETIC SURVEY
 GH0276.in June 1991.
 GH0276
 GH0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0276.GEOID18 height accuracy estimate available here.
 GH0276
 GH0276.Click photographs - Photos may exist for this station.
 GH0276
 GH0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0276
 GH0276.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0276
 GH0276.The ellipsoidal height was determined by GPS observations
 GH0276.and is referenced to NAD 83.
 GH0276
 GH0276.The dynamic height is computed by dividing the NAVD 88
 GH0276.geopotential number by the normal gravity value computed on the
 GH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0276.degrees latitude (g = 980.6199 gals.).
 GH0276
 GH0276.The modeled gravity was interpolated from observed gravity values.
 GH0276
 GH0276. The following values were computed from the NAD 83(2011) position.
 GH0276
 GH0276;                    North         East     Units Scale Factor Converg.
 GH0276;SPC OK N     -   189,392.144   682,430.061   MT  0.99998907   +0 32 39.9
 GH0276;SPC OK N     -   621,364.06  2,238,939.29   sFT  0.99998907   +0 32 39.9
 GH0276;UTM  14      - 4,063,690.881   671,729.007   MT  0.99996333   +1 08 57.5
 GH0276
 GH0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0276!SPC OK N     -   0.99995577  x   0.99998907  =   0.99994484
 GH0276!UTM  14      -   0.99995577  x   0.99996333  =   0.99991910
 GH0276
 GH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7172963690(NAD 83)
 GH0276
 GH0276                          SUPERSEDED SURVEY CONTROL
 GH0276
 GH0276  NAD 83(2007)-  36 42 12.18015(N)    097 04 38.95720(W) AD(2002.00) 0
 GH0276  ELLIP H (02/10/07)  281.854  (m)                       GP(2002.00)    
 GH0276  NAD 83(1993)-  36 42 12.17999(N)    097 04 38.95719(W) AD(       ) 1
 GH0276  ELLIP H (03/07/02)  281.862  (m)                       GP(       ) 4 2
 GH0276  NAVD 88             310.72   (m)         1019.4    (f) LEVELING    3  
 GH0276  NGVD 29 (??/??/92)  310.586  (m)         1018.98   (f) ADJ UNCH    2 0
 GH0276
 GH0276.Superseded values are not recommended for survey control.
 GH0276
 GH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0276.See file dsdata.pdf to determine how the superseded data were derived.
 GH0276
 GH0276_MARKER: DB = BENCH MARK DISK
 GH0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0276_STAMPING: 1018.98 PONCA CITY 1934
 GH0276_MARK LOGO: CGS
 GH0276_PROJECTION: PROJECTING 4 CENTIMETERS
 GH0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0276+STABILITY: SURFACE MOTION
 GH0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0276+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2017
 GH0276
 GH0276  HISTORY     - Date     Condition        Report By
 GH0276  HISTORY     - 1934     MONUMENTED       CGS
 GH0276  HISTORY     - 1939     GOOD
 GH0276  HISTORY     - 20010503 GOOD             MSAM
 GH0276  HISTORY     - 20090808 GOOD             GEOCAC
 GH0276  HISTORY     - 20170119 GOOD             INDIV
 GH0276
 GH0276                          STATION DESCRIPTION
 GH0276
 GH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0276'AT PONCA CITY.
 GH0276'AT PONCA CITY, KAY COUNTY, AT THE SOUTHWEST CORNER OF THE
 GH0276'INTERSECTION OF GRAND STREET AND A CROSS STREET, AT THE CITY HALL,
 GH0276'AND IN THE NORTHEAST CORNER OF THE GROUNDS.  A STANDARD DISK,
 GH0276'STAMPED PONCA CITY 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0276
 GH0276                          STATION RECOVERY (1939)
 GH0276
 GH0276'RECOVERED 1939
 GH0276'RECOVERED IN GOOD CONDITION.
 GH0276
 GH0276                          STATION RECOVERY (2001)
 GH0276
 GH0276'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GH0276'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 GH0276'
 GH0276'RECOVERED AS DESCRIBED, EXCEPT FOUND ADDITIONAL STAMPING ON CAP
 GH0276'-101898-  AND  ADD 11.0 M (36.1 FT) WEST- SOUTHWEST FROM A NAIL AND
 GH0276'SHINER IN
 GH0276'TREE, 6.0 M (19.7 FT) EAST AND PERPENDICULAR TO CONCRETE CURB MARKED
 GH0276'WITH
 GH0276'A CHISELED SQUARE, 2.5 M (8.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 GH0276'OF
 GH0276'A TRAFFIC SIGN CONCRETE PAD.
 GH0276
 GH0276                          STATION RECOVERY (2009)
 GH0276
 GH0276'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GH0276'RECOVERED IN GOOD CONDITION.
 GH0276
 GH0276                          STATION RECOVERY (2017)
 GH0276
 GH0276'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (RLJ)
 GH0276'DESCRIPTION IS ADEQUATE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0667 ***********************************************************************
 GH0667  DESIGNATION -  PONCA CITY APT HOMING BCN MAST
 GH0667  PID         -  GH0667
 GH0667  STATE/COUNTY-  OK/KAY
 GH0667  COUNTRY     -  US
 GH0667  USGS QUAD   -  PONCA CITY (2018)
 GH0667
 GH0667                         *CURRENT SURVEY CONTROL
 GH0667  ______________________________________________________________________
 GH0667* NAD 83(1997) POSITION- 36 43 43.54498(N) 097 06 09.26934(W)   ADJUSTED
 GH0667  ______________________________________________________________________
 GH0667  GEOID HEIGHT    -        -28.888 (meters)                     GEOID18
 GH0667  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 GH0667  HORZ ORDER      -  THIRD
 GH0667
 GH0667.This mark is at Ponca City Airport (PNC)
 GH0667
 GH0667.The horizontal coordinates were established by classical geodetic methods
 GH0667.and adjusted by the National Geodetic Survey in October 1998.
 GH0667
 GH0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0667.GEOID18 height accuracy estimate available here.
 GH0667
 GH0667.Click photographs - Photos may exist for this station.
 GH0667
 GH0667.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0667
 GH0667. The following values were computed from the NAD 83(1997) position.
 GH0667
 GH0667;                    North         East     Units Scale Factor Converg.
 GH0667;SPC OK N     -   192,187.369   680,162.481   MT  0.99999330   +0 31 46.6
 GH0667;SPC OK N     -   630,534.73  2,231,499.74   sFT  0.99999330   +0 31 46.6
 GH0667;UTM  14      - 4,066,461.910   669,432.107   MT  0.99995368   +1 08 05.9
 GH0667
 GH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6943266461(NAD 83)
 GH0667
 GH0667                          SUPERSEDED SURVEY CONTROL
 GH0667
 GH0667  NAD 83(1993)-  36 43 43.54560(N)    097 06 09.26860(W) AD(       ) 3
 GH0667  NAD 83(1986)-  36 43 43.55644(N)    097 06 09.25786(W) AD(       ) 3
 GH0667  NAD 27      -  36 43 43.42544(N)    097 06 08.11495(W) AD(       ) 3
 GH0667
 GH0667.Superseded values are not recommended for survey control.
 GH0667
 GH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0667.See file dsdata.pdf to determine how the superseded data were derived.
 GH0667
 GH0667_MARKER: 22 = AIRWAY BEACON
 GH0667
 GH0667  HISTORY     - Date     Condition        Report By
 GH0667  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0667  HISTORY     - 1980     GOOD             NGS
 GH0667
 GH0667                          STATION DESCRIPTION
 GH0667
 GH0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0667'THE STATION IS THE CENTER OF THE TOP OF A STEEL MAST MOUNTED
 GH0667'ON THE TOP OF A 12.4 FOOT SQUARE CONCRETE BLOCK BUILDING.
 GH0667'THE OVERALL HEIGHT BEING 50 FEET.
 GH0667'
 GH0667'IT IS ABOUT 2 MILES NORTH OF PONCA CITY AND AT THE WEST SIDE
 GH0667'OF THE AIRPORT GROUNDS, 174.0 FEET EAST OF A NORTH-SOUTH
 GH0667'PAVED ROAD, 294.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 GH0667'OF HANGAR NO. 1 AND 277.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 GH0667'CORNER OF THE OPERATIONS BUILDING.
 GH0667'
 GH0667'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GH0667'AIRPORT, THE DISTANCE BEING 313.47 FEET, (95.546 METERS)
 GH0667'SOUTHWEST OF STATION AIRPORT.
 GH0667
 GH0667                          STATION RECOVERY (1980)
 GH0667
 GH0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 GH0667'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 GH0667'THE STRUCTURE IS NO LONGER USED AS AN AIR NAVIGATIONAL FACILITY.
 GH0667'
 GH0667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PONCA CITY
 GH0667'MUNICIPAL AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0663 ***********************************************************************
 GH0663  DESIGNATION -  PONCA CITY CITIES SERV OIL STK
 GH0663  PID         -  GH0663
 GH0663  STATE/COUNTY-  OK/KAY
 GH0663  COUNTRY     -  US
 GH0663  USGS QUAD   -  PONCA CITY (2018)
 GH0663
 GH0663                         *CURRENT SURVEY CONTROL
 GH0663  ______________________________________________________________________
 GH0663* NAD 83(1997) POSITION- 36 41 32.02704(N) 097 05 06.33545(W)   ADJUSTED
 GH0663  ______________________________________________________________________
 GH0663  GEOID HEIGHT    -        -28.864 (meters)                     GEOID18
 GH0663  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GH0663  HORZ ORDER      -  THIRD
 GH0663
 GH0663.The horizontal coordinates were established by classical geodetic methods
 GH0663.and adjusted by the National Geodetic Survey in October 1998.
 GH0663
 GH0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0663.GEOID18 height accuracy estimate available here.
 GH0663
 GH0663.Click photographs - Photos may exist for this station.
 GH0663
 GH0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0663
 GH0663. The following values were computed from the NAD 83(1997) position.
 GH0663
 GH0663;                    North         East     Units Scale Factor Converg.
 GH0663;SPC OK N     -   188,148.041   681,762.185   MT  0.99998727   +0 32 23.7
 GH0663;SPC OK N     -   617,282.36  2,236,748.10   sFT  0.99998727   +0 32 23.7
 GH0663;UTM  14      - 4,062,439.831   671,074.315   MT  0.99996057   +1 08 40.1
 GH0663
 GH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7107462439(NAD 83)
 GH0663
 GH0663                          SUPERSEDED SURVEY CONTROL
 GH0663
 GH0663  NAD 83(1993)-  36 41 32.02748(N)    097 05 06.33494(W) AD(       ) 3
 GH0663  NAD 83(1986)-  36 41 32.03835(N)    097 05 06.32352(W) AD(       ) 3
 GH0663  NAD 27      -  36 41 31.90723(N)    097 05 05.18589(W) AD(       ) 3
 GH0663
 GH0663.Superseded values are not recommended for survey control.
 GH0663
 GH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0663.See file dsdata.pdf to determine how the superseded data were derived.
 GH0663
 GH0663_MARKER: 63 = STACK
 GH0663
 GH0663  HISTORY     - Date     Condition        Report By
 GH0663  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0663  HISTORY     - 1966     GOOD             CGS
 GH0663  HISTORY     - 1976     GOOD             NGS
 GH0663
 GH0663                          STATION DESCRIPTION
 GH0663
 GH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0663'STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH, CONCRETE
 GH0663'STACK, WHICH IS PAINTED WHITE.  IT IS LOCATED AT THE CITIES
 GH0663'SERVICE OIL CO., REFINERY IN THE SOUTH EDGE OF PONCA CITY.
 GH0663
 GH0663                          STATION RECOVERY (1966)
 GH0663
 GH0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 GH0663'STATION IS LOCATED AT THE CITIES SERVICE OIL COMPANY REFINERY
 GH0663'IN THE SOUTH EDGE OF PONCA CITY, OKLAHOMA.  THE 1963 DESCRIPTION
 GH0663'IS ADEQUATE.
 GH0663
 GH0663                          STATION RECOVERY (1976)
 GH0663
 GH0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 GH0663'RECOVERED AS DESCRIBED.
 GH0663'
 GH0663'AIRLINE DISTANCE AND DRIECTION FROM NEAREST TOWN--IN PONCA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0661 ***********************************************************************
 GH0661  DESIGNATION -  PONCA CITY CONTL PL MICROWAVE
 GH0661  PID         -  GH0661
 GH0661  STATE/COUNTY-  OK/KAY
 GH0661  COUNTRY     -  US
 GH0661  USGS QUAD   -  PONCA CITY (2018)
 GH0661
 GH0661                         *CURRENT SURVEY CONTROL
 GH0661  ______________________________________________________________________
 GH0661* NAD 83(1997) POSITION- 36 41 30.67883(N) 097 05 26.12944(W)   ADJUSTED
 GH0661  ______________________________________________________________________
 GH0661  GEOID HEIGHT    -        -28.862 (meters)                     GEOID18
 GH0661  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 GH0661  HORZ ORDER      -  THIRD
 GH0661
 GH0661.The horizontal coordinates were established by classical geodetic methods
 GH0661.and adjusted by the National Geodetic Survey in October 1998.
 GH0661
 GH0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0661.GEOID18 height accuracy estimate available here.
 GH0661
 GH0661.Click photographs - Photos may exist for this station.
 GH0661
 GH0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0661
 GH0661. The following values were computed from the NAD 83(1997) position.
 GH0661
 GH0661;                    North         East     Units Scale Factor Converg.
 GH0661;SPC OK N     -   188,101.868   681,271.221   MT  0.99998721   +0 32 12.1
 GH0661;SPC OK N     -   617,130.88  2,235,137.33   sFT  0.99998721   +0 32 12.1
 GH0661;UTM  14      - 4,062,388.482   670,583.880   MT  0.99995851   +1 08 28.2
 GH0661
 GH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7058362388(NAD 83)
 GH0661
 GH0661                          SUPERSEDED SURVEY CONTROL
 GH0661
 GH0661  NAD 83(1993)-  36 41 30.67924(N)    097 05 26.12901(W) AD(       ) 3
 GH0661  NAD 83(1986)-  36 41 30.69013(N)    097 05 26.11754(W) AD(       ) 3
 GH0661  NAD 27      -  36 41 30.55480(N)    097 05 24.98100(W) AD(       ) 3
 GH0661
 GH0661.Superseded values are not recommended for survey control.
 GH0661
 GH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0661.See file dsdata.pdf to determine how the superseded data were derived.
 GH0661
 GH0661_MARKER: 44 = MICROWAVE MAST
 GH0661
 GH0661  HISTORY     - Date     Condition        Report By
 GH0661  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0661  HISTORY     - 1966     GOOD             CGS
 GH0661  HISTORY     - 1980     GOOD             NGS
 GH0661
 GH0661                          STATION DESCRIPTION
 GH0661
 GH0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0661'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH STEEL
 GH0661'TOWER WHICH IS PAINTED ALTERNATELY RED AND WHITE.  IT IS
 GH0661'LOCATED AT THE CONTINENTAL OIL CO. MAIN OFFICE IN THE SOUTH
 GH0661'PART OF PONCA CITY.
 GH0661
 GH0661                          STATION RECOVERY (1966)
 GH0661
 GH0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 GH0661'STATION IS LOCATED AT THE CONTINENTAL OIL COMPANY MAIN OFFICE
 GH0661'IN THE SOUTH PART OF PONCA CITY, OKLAHOMA.  THE 1963 DESCRIPTION
 GH0661'IS ADEQUATE.
 GH0661
 GH0661                          STATION RECOVERY (1980)
 GH0661
 GH0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 GH0661'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 GH0661'ORIGINALLY DESCRIBED.
 GH0661'
 GH0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON SOUTH SIDE OF
 GH0661'PONCA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0669 ***********************************************************************
 GH0669  DESIGNATION -  PONCA CITY MUNICIPAL TANK
 GH0669  PID         -  GH0669
 GH0669  STATE/COUNTY-  OK/KAY
 GH0669  COUNTRY     -  US
 GH0669  USGS QUAD   -  PONCA CITY (2018)
 GH0669
 GH0669                         *CURRENT SURVEY CONTROL
 GH0669  ______________________________________________________________________
 GH0669* NAD 83(1997) POSITION- 36 42 47.13094(N) 097 05 12.28316(W)   ADJUSTED
 GH0669  ______________________________________________________________________
 GH0669  GEOID HEIGHT    -        -28.878 (meters)                     GEOID18
 GH0669  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 GH0669  HORZ ORDER      -  THIRD
 GH0669
 GH0669.The horizontal coordinates were established by classical geodetic methods
 GH0669.and adjusted by the National Geodetic Survey in October 1998.
 GH0669
 GH0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0669.GEOID18 height accuracy estimate available here.
 GH0669
 GH0669.Click photographs - Photos may exist for this station.
 GH0669
 GH0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0669
 GH0669. The following values were computed from the NAD 83(1997) position.
 GH0669
 GH0669;                    North         East     Units Scale Factor Converg.
 GH0669;SPC OK N     -   190,461.644   681,592.766   MT  0.99999066   +0 32 20.2
 GH0669;SPC OK N     -   624,872.91  2,236,192.27   sFT  0.99999066   +0 32 20.2
 GH0669;UTM  14      - 4,064,751.451   670,880.490   MT  0.99995975   +1 08 38.5
 GH0669
 GH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7088064751(NAD 83)
 GH0669
 GH0669                          SUPERSEDED SURVEY CONTROL
 GH0669
 GH0669  NAD 83(1993)-  36 42 47.13138(N)    097 05 12.28270(W) AD(       ) 3
 GH0669  NAD 83(1986)-  36 42 47.14239(N)    097 05 12.27140(W) AD(       ) 3
 GH0669  NAD 27      -  36 42 47.01023(N)    097 05 11.13415(W) AD(       ) 3
 GH0669
 GH0669.Superseded values are not recommended for survey control.
 GH0669
 GH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0669.See file dsdata.pdf to determine how the superseded data were derived.
 GH0669
 GH0669_MARKER: 53 = ELEVATED TANK
 GH0669
 GH0669  HISTORY     - Date     Condition        Report By
 GH0669  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0669  HISTORY     - 1957     GOOD             CGS
 GH0669  HISTORY     - 1960     GOOD             CGS
 GH0669  HISTORY     - 1963     GOOD             CGS
 GH0669  HISTORY     - 1966     GOOD             CGS
 GH0669  HISTORY     - 1976     GOOD             NGS
 GH0669  HISTORY     - 1980     GOOD             NGS
 GH0669
 GH0669                          STATION DESCRIPTION
 GH0669
 GH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0669'POINT OBSERVED UPON IS THE FINIAL OF SILVER MUNICIPAL WATER
 GH0669'TANK, LOCATED AT THE NORTH EDGE OF PONCA CITY, APPROXIMATELY
 GH0669'75 FEET HIGH.
 GH0669'
 GH0669'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 GH0669'PONCA, NEWKIRK SOUTH BASE AND KAW.
 GH0669
 GH0669                          STATION RECOVERY (1957)
 GH0669
 GH0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 GH0669'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION,
 GH0669'WHICH IS ADEQUATE FOR RECOVERY.
 GH0669
 GH0669                          STATION RECOVERY (1960)
 GH0669
 GH0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 GH0669'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 GH0669'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING-
 GH0669'
 GH0669'TANK IS LOCATED IN THE NORTH CENTRAL SECTION OF PONCA CITY,
 GH0669'IN THE SOUTHWEST CORNER OF NORTH PINE STREET AND OVERBROOK AVENUE.
 GH0669'TANK IS PAINTED SILVER, ABOUT 100 FEET HIGH, AND SUPPORTED BY
 GH0669'8 STEEL LEGS.
 GH0669
 GH0669                          STATION RECOVERY (1963)
 GH0669
 GH0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0669'STATION RECOVERED AS DESCRIBED IN 1935.
 GH0669
 GH0669                          STATION RECOVERY (1966)
 GH0669
 GH0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 GH0669'THIS STATION HAS BEEN DESCRIBED AS PONCA CITY, TANK (KAY COUNTY,
 GH0669'OKLA. C.I.A., 1935 AND PONCA CITY, SILVER MUNICIPAL WATER TANK
 GH0669'1935.  BOTH ARE CORRECT, HOWEVER, THE TANK IS LOCATED IN THE
 GH0669'NORTH CENTRAL PART OF PONCA CITY, AT NORTH PINE STREET AND
 GH0669'OVERBROOK AVENUE.  THE TANK IS SUPPORTED BY EIGHT STEEL LEGS.
 GH0669
 GH0669                          STATION RECOVERY (1976)
 GH0669
 GH0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HBA)
 GH0669'RECOVERED AS DESCRIBED.
 GH0669'
 GH0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN PONCA CITY.
 GH0669
 GH0669                          STATION RECOVERY (1980)
 GH0669
 GH0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 GH0669'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR RECOVERY.
 GH0669'
 GH0669'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PONCA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0665 ***********************************************************************
 GH0665  DESIGNATION -  PONCA CITY PRESBYTERIAN CHURCH
 GH0665  PID         -  GH0665
 GH0665  STATE/COUNTY-  OK/KAY
 GH0665  COUNTRY     -  US
 GH0665  USGS QUAD   -  PONCA CITY (2018)
 GH0665
 GH0665                         *CURRENT SURVEY CONTROL
 GH0665  ______________________________________________________________________
 GH0665* NAD 83(1997) POSITION- 36 42 13.76284(N) 097 03 57.30116(W)   ADJUSTED
 GH0665  ______________________________________________________________________
 GH0665  GEOID HEIGHT    -        -28.877 (meters)                     GEOID18
 GH0665  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 GH0665  HORZ ORDER      -  THIRD
 GH0665
 GH0665.The horizontal coordinates were established by classical geodetic methods
 GH0665.and adjusted by the National Geodetic Survey in October 1998.
 GH0665
 GH0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0665.GEOID18 height accuracy estimate available here.
 GH0665
 GH0665.Click photographs - Photos may exist for this station.
 GH0665
 GH0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0665
 GH0665. The following values were computed from the NAD 83(1997) position.
 GH0665
 GH0665;                    North         East     Units Scale Factor Converg.
 GH0665;SPC OK N     -   189,450.814   683,463.468   MT  0.99998914   +0 33 04.5
 GH0665;SPC OK N     -   621,556.55  2,242,329.73   sFT  0.99998914   +0 33 04.5
 GH0665;UTM  14      - 4,063,760.457   672,761.712   MT  0.99996772   +1 09 22.5
 GH0665
 GH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7276163760(NAD 83)
 GH0665
 GH0665                          SUPERSEDED SURVEY CONTROL
 GH0665
 GH0665  NAD 83(1993)-  36 42 13.76282(N)    097 03 57.30028(W) AD(       ) 3
 GH0665  NAD 83(1986)-  36 42 13.77387(N)    097 03 57.28887(W) AD(       ) 3
 GH0665  NAD 27      -  36 42 13.63443(N)    097 03 56.14936(W) AD(       ) 3
 GH0665
 GH0665.Superseded values are not recommended for survey control.
 GH0665
 GH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0665.See file dsdata.pdf to determine how the superseded data were derived.
 GH0665
 GH0665_MARKER: 90 = CHURCH SPIRE
 GH0665
 GH0665  HISTORY     - Date     Condition        Report By
 GH0665  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0665
 GH0665                          STATION DESCRIPTION
 GH0665
 GH0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0665'THE STATION IS THE CENTER OF THE TOP OF A 155 FOOT HIGH SPIRE,
 GH0665'LOCATED IN THE NORTHEAST PART OF PONCA CITY AND ABOUT 300
 GH0665'FEET NORTHEAST OF THE INTERSECTION OF GRAND AVENUE AND 14TH.
 GH0665'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0662 ***********************************************************************
 GH0662  DESIGNATION -  PONCA CITY WENTZ CAMP TANK
 GH0662  PID         -  GH0662
 GH0662  STATE/COUNTY-  OK/KAY
 GH0662  COUNTRY     -  US
 GH0662  USGS QUAD   -  PONCA CITY (2018)
 GH0662
 GH0662                         *CURRENT SURVEY CONTROL
 GH0662  ______________________________________________________________________
 GH0662* NAD 83(1997) POSITION- 36 44 13.73885(N) 097 01 37.82337(W)   ADJUSTED
 GH0662  ______________________________________________________________________
 GH0662  GEOID HEIGHT    -        -28.904 (meters)                     GEOID18
 GH0662  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 GH0662  HORZ ORDER      -  THIRD
 GH0662
 GH0662.The horizontal coordinates were established by classical geodetic methods
 GH0662.and adjusted by the National Geodetic Survey in October 1998.
 GH0662
 GH0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0662.GEOID18 height accuracy estimate available here.
 GH0662
 GH0662.Click photographs - Photos may exist for this station.
 GH0662
 GH0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0662
 GH0662. The following values were computed from the NAD 83(1997) position.
 GH0662
 GH0662;                    North         East     Units Scale Factor Converg.
 GH0662;SPC OK N     -   193,182.937   686,888.189   MT  0.99999475   +0 34 26.8
 GH0662;SPC OK N     -   633,801.02  2,253,565.67   sFT  0.99999475   +0 34 26.8
 GH0662;UTM  14      - 4,067,528.506   676,146.737   MT  0.99998227   +1 10 49.2
 GH0662
 GH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7614667528(NAD 83)
 GH0662
 GH0662                          SUPERSEDED SURVEY CONTROL
 GH0662
 GH0662  NAD 83(1993)-  36 44 13.73962(N)    097 01 37.82148(W) AD(       ) 3
 GH0662  NAD 83(1986)-  36 44 13.75055(N)    097 01 37.81245(W) AD(       ) 3
 GH0662  NAD 27      -  36 44 13.59285(N)    097 01 36.76368(W) AD(       ) 3
 GH0662
 GH0662.Superseded values are not recommended for survey control.
 GH0662
 GH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0662.See file dsdata.pdf to determine how the superseded data were derived.
 GH0662
 GH0662_MARKER: 52 = STANDPIPE TANK
 GH0662
 GH0662  HISTORY     - Date     Condition        Report By
 GH0662  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0662  HISTORY     - 1947     GOOD             CGS
 GH0662  HISTORY     - 1963     GOOD             CGS
 GH0662
 GH0662                          STATION DESCRIPTION
 GH0662
 GH0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0662'POINT OBSERVED UPON IS THE CENTER OF THE WATER TANK AND LOOKOUT
 GH0662'TOWER OF THE BOY SCOUT CAMP, LOCATED ABOUT 3 MILES NORTHEAST
 GH0662'OF PONCA CITY.  APPROXIMATELY 100 FEET HIGH.
 GH0662'
 GH0662'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATION
 GH0662'PONCA, NEWKIRK SOUTH BASE AND KAW.
 GH0662
 GH0662                          STATION RECOVERY (1947)
 GH0662
 GH0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 GH0662'DESCRIPTION ADEQUATE.
 GH0662
 GH0662                          STATION RECOVERY (1963)
 GH0662
 GH0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0662'THE STATION IS THE CENTER OF THE TOP OF A GLOBE-SHAPED TANK
 GH0662'SUPPORTED BY A SINGLE STANDPIPE.  THE STANDPIPE IS PAINTED GRAY
 GH0662'AND THE TANK IS PAINTED WHITE AND IT IS ABOUT 80 FEET HIGH.
 GH0662'IT IS LOCATED ON THE GROUNDS OF THE WENTZ CAMP, 1/2 MILE NORTH
 GH0662'AND ACROSS THE LAKE FROM THE PONCA CITY PARK AND ABOUT 4 MILES
 GH0662'NORTHEAST OF PONCA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0709 ***********************************************************************
 EL0709  DESIGNATION -  POND
 EL0709  PID         -  EL0709
 EL0709  STATE/COUNTY-  OK/COAL
 EL0709  COUNTRY     -  US
 EL0709  USGS QUAD   -  COALGATE (2018)
 EL0709
 EL0709                         *CURRENT SURVEY CONTROL
 EL0709  ______________________________________________________________________
 EL0709* NAD 83(1993) POSITION- 34 32 05.83041(N) 096 09 16.86381(W)   ADJUSTED
 EL0709* NAVD 88 ORTHO HEIGHT -   206.26  (+/-2cm)      676.7   (feet) VERTCON3
 EL0709  ______________________________________________________________________
 EL0709  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 EL0709  LAPLACE CORR    -         -7.88  (seconds)                    DEFLEC18
 EL0709  HORZ ORDER      -  THIRD
 EL0709  VERT ORDER      -  THIRD ? (See Below)
 EL0709
 EL0709.The horizontal coordinates were established by classical geodetic methods
 EL0709.and adjusted by the National Geodetic Survey in November 1994.
 EL0709
 EL0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0709
 EL0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0709.GEOID18 height accuracy estimate available here.
 EL0709
 EL0709.The vertical order pertains to the NGVD 29 superseded value.
 EL0709
 EL0709.Click photographs - Photos may exist for this station.
 EL0709
 EL0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0709
 EL0709. The following values were computed from the NAD 83(1993) position.
 EL0709
 EL0709;                    North         East     Units Scale Factor Converg.
 EL0709;SPC OK S     -   134,835.788   769,382.764   MT  0.99993631   +1 02 50.8
 EL0709;SPC OK S     -   442,373.75  2,524,216.62   sFT  0.99993631   +1 02 50.8
 EL0709;UTM  14      - 3,825,150.771   761,138.789   MT  1.00044063   +1 36 50.2
 EL0709
 EL0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0709!SPC OK S     -   0.99997205  x   0.99993631  =   0.99990836
 EL0709!UTM  14      -   0.99997205  x   1.00044063  =   1.00041267
 EL0709
 EL0709:                Primary Azimuth Mark                     Grid Az
 EL0709:SPC OK S     -  POND AZ MK                               088 55 08.5
 EL0709:UTM  14      -  POND AZ MK                               088 21 09.1
 EL0709
 EL0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6113825150(NAD 83)
 EL0709
 EL0709|---------------------------------------------------------------------|
 EL0709| PID    Reference Object                     Distance      Geod. Az  |
 EL0709|                                                           dddmmss.s |
 EL0709| CY2859 POND AZ MK                                         0895759.3 |
 EL0709| CY2860 POND RM 1                            32.840 METERS 27055     |
 EL0709| CY2861 POND RM 2                            29.351 METERS 35911     |
 EL0709|---------------------------------------------------------------------|
 EL0709
 EL0709                          SUPERSEDED SURVEY CONTROL
 EL0709
 EL0709  NAD 83(1986)-  34 32 05.83499(N)    096 09 16.85662(W) AD(       ) 3
 EL0709  NAD 27      -  34 32 05.50470(N)    096 09 15.86710(W) AD(       ) 3
 EL0709  NGVD 29             206.18   (m)          676.4    (f) LEVELING    3  
 EL0709
 EL0709.Superseded values are not recommended for survey control.
 EL0709
 EL0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0709.See file dsdata.pdf to determine how the superseded data were derived.
 EL0709
 EL0709_MARKER: DS = TRIANGULATION STATION DISK
 EL0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0709_STAMPING: POND 1955
 EL0709_MARK LOGO: CGS
 EL0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0709+STABILITY: SURFACE MOTION
 EL0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0709+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 EL0709
 EL0709  HISTORY     - Date     Condition        Report By
 EL0709  HISTORY     - 1955     MONUMENTED       CGS
 EL0709  HISTORY     - 1969     GOOD             DMA
 EL0709  HISTORY     - 20070508 GOOD             INDIV
 EL0709
 EL0709                          STATION DESCRIPTION
 EL0709
 EL0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0709'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES NORTH OF
 EL0709'ATOKA AND ABOUT 3-1/2 MILES EAST OF COALGATE ALONG THE SOUTH
 EL0709'SIDE OF STATE HIGHWAY 43.
 EL0709'
 EL0709'THE STATION IS A STANDARD DISK STAMPED POND 1955 SET IN TOP
 EL0709'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 EL0709'4 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH OF AN EAST-WEST
 EL0709'FENCE LINE, 8 FEET SOUTHWEST OF A WHITE WITNESS POST AND
 EL0709'45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 EL0709'
 EL0709'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POND NO
 EL0709'1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 EL0709'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 EL0709'ELEVATION AS THE STATION.  IT IS 5 FEET NORTH OF AN EAST-WEST
 EL0709'FENCE LINE AND 43 FEET SOUTH OF THE CENTER LINE OF THE
 EL0709'HIGHWAY.
 EL0709'
 EL0709'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POND
 EL0709'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 EL0709'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 EL0709'SAME ELEVATION AS THE STATION.  IT IS 2 FEET SOUTH OF AN
 EL0709'EAST-WEST FENCE LINE AND 43 FEET NORTH OF THE CENTER LINE OF
 EL0709'THE HIGHWAY.
 EL0709'
 EL0709'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POND 1955 SET IN
 EL0709'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 6 INCHES
 EL0709'ABOVE THE GROUND.  IT IS 2 FEET NORTH OF AN EAST-WEST FENCE
 EL0709'LINE AND 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 EL0709'
 EL0709'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 EL0709'HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH
 EL0709'SIDE OF THE HIGHWAY.
 EL0709'
 EL0709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43
 EL0709'AND U.S. HIGHWAY 75 IN COALGATE, GO EAST ON STATE HIGHWAY 43
 EL0709'FOR 3.3 MILES TO A LARGE POND OF WATER ON THE RIGHT SIDE OF
 EL0709'THE HIGHWAY.  CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO A
 EL0709'WHITE WITNESS POST ON THE RIGHT, SOUTH SIDE AND THE STATION.
 EL0709
 EL0709                          STATION RECOVERY (1969)
 EL0709
 EL0709'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0709'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 EL0709'IN GOOD CONDITION AS DESCRIBED.
 EL0709'
 EL0709'ROUTE DESCRIPTION IS ADEQUATE.
 EL0709
 EL0709                          STATION RECOVERY (2007)
 EL0709
 EL0709'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BRY)
 EL0709'2007 GREAT PLAINS SURVEYING
 EL0709'
 EL0709'STATION IS ON SOUTH SIDE ROW OF SH43 JUST WEST OF QUARTER SECTION LINE
 EL0709'IN SEC 28, T1N R10E. STATION IS MISSING CAP, BUT STEM REMAINS IN
 EL0709'MONUMENT.  USED STEM. REFERENCE MARK INTACT ACROSS HIGHWAY TO NORTH.
 EL0709'DID NOT LOOK FOR OTHER REFERENCE MARKS NOR AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0922 ***********************************************************************
 FJ0922  DESIGNATION -  POND
 FJ0922  PID         -  FJ0922
 FJ0922  STATE/COUNTY-  OK/CLEVELAND
 FJ0922  COUNTRY     -  US
 FJ0922  USGS QUAD   -  EASON (2018)
 FJ0922
 FJ0922                         *CURRENT SURVEY CONTROL
 FJ0922  ______________________________________________________________________
 FJ0922* NAD 83(1993) POSITION- 35 00 18.77881(N) 097 10 40.19005(W)   ADJUSTED
 FJ0922* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 FJ0922  ______________________________________________________________________
 FJ0922  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 FJ0922  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 FJ0922  HORZ ORDER      -  SECOND
 FJ0922
 FJ0922.The horizontal coordinates were established by classical geodetic methods
 FJ0922.and adjusted by the National Geodetic Survey in February 1996.
 FJ0922
 FJ0922.The orthometric height was scaled from a topographic map.
 FJ0922
 FJ0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0922.GEOID18 height accuracy estimate available here.
 FJ0922
 FJ0922.Click photographs - Photos may exist for this station.
 FJ0922
 FJ0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0922
 FJ0922. The following values were computed from the NAD 83(1993) position.
 FJ0922
 FJ0922;                    North         East     Units Scale Factor Converg.
 FJ0922;SPC OK S     -   185,759.517   675,045.962   MT  0.99996286   +0 28 00.0
 FJ0922;SPC OK S     -   609,446.02  2,214,713.29   sFT  0.99996286   +0 28 00.0
 FJ0922;UTM  14      - 3,875,138.578   666,275.086   MT  0.99994075   +1 02 43.9
 FJ0922
 FJ0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0922!SPC OK S     -   0.99994743  x   0.99996286  =   0.99991029
 FJ0922!UTM  14      -   0.99994743  x   0.99994075  =   0.99988819
 FJ0922
 FJ0922:                Primary Azimuth Mark                     Grid Az
 FJ0922:SPC OK S     -  POND AZ MK                               005 04 48.0
 FJ0922:UTM  14      -  POND AZ MK                               004 30 04.1
 FJ0922
 FJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6627575138(NAD 83)
 FJ0922
 FJ0922|---------------------------------------------------------------------|
 FJ0922| PID    Reference Object                     Distance      Geod. Az  |
 FJ0922|                                                           dddmmss.s |
 FJ0922| CL6019 POND AZ MK                                         0053248.0 |
 FJ0922| FJ0924 22 D 29 TT                           30.256 METERS 05455     |
 FJ0922| CL6020 POND RM 2                            27.135 METERS 12102     |
 FJ0922| EL0839 BYARS MUNICIPAL TANK                APPROX.18.9 KM 1420150.3 |
 FJ0922| EL0837 TV STATION KVSO RELAY MAST          APPROX.15.3 KM 1534420.0 |
 FJ0922| EL0868 WAYNE MUNICIPAL TANK                APPROX.15.8 KM 2334020.7 |
 FJ0922| FJ0923 CENTRAL STATE HOSP NW TANK          APPROX. 3.5 KM 2944535.6 |
 FJ0922|---------------------------------------------------------------------|
 FJ0922
 FJ0922                          SUPERSEDED SURVEY CONTROL
 FJ0922
 FJ0922  NAD 83(1986)-  35 00 18.78384(N)    097 10 40.17474(W) AD(       ) 2
 FJ0922  NAD 27      -  35 00 18.51615(N)    097 10 39.08531(W) AD(       ) 2
 FJ0922
 FJ0922.Superseded values are not recommended for survey control.
 FJ0922
 FJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0922.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0922
 FJ0922_MARKER: DS = TRIANGULATION STATION DISK
 FJ0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0922_STAMPING: POND 1957
 FJ0922_MARK LOGO: CGS
 FJ0922_PROJECTION: RECESSED 30 CENTIMETERS
 FJ0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0922+STABILITY: SURFACE MOTION
 FJ0922
 FJ0922  HISTORY     - Date     Condition        Report By
 FJ0922  HISTORY     - 1957     MONUMENTED       CGS
 FJ0922
 FJ0922                          STATION DESCRIPTION
 FJ0922
 FJ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0922'STATION IS ABOUT 8 MILES EAST OF LEXINGTON, IN SECTION 10, T 6
 FJ0922'N., R 1 E., ON LAND OWNED BY MR. RAY TAYLOR WHO LIVES IN
 FJ0922'LEXINGTON.
 FJ0922'
 FJ0922'REACHED FROM THE TRAFFIC LIGHT IN LEXINGTON, GO EAST ON STATE
 FJ0922'HIGHWAY 39 FOR 6.65 MILES TO THE CENTRAL STATE HOSPITAL ANNEX ON
 FJ0922'THE LEFT, CONTINUE EAST ON HIGHWAY FOR 2.15 MILES TO CROSSROADS,
 FJ0922'TURN RIGHT (SOUTH) ON GRAVELED ROAD FOR 0.4 MILES TO THE AZIMUTH
 FJ0922'MARK ON THE LEFT, CONTINUE SOUTH FOR 0.25 MILE TO THE STATION
 FJ0922'ON THE RIGHT.
 FJ0922'
 FJ0922'STATION MARKS ARE STANDARD DISKS, STAMPED POND 1957, SURFACE
 FJ0922'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ0922'WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 147 FEET
 FJ0922'WEST OF THE CENTER OF A GRAVELED ROAD, 102 FEET SOUTHWEST OF
 FJ0922'A POWERLINE POLE AND 77 FEET WEST OF A RIGHT-OF-WAY FENCE.
 FJ0922'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 FJ0922'INCHES BELOW THE GROUND SURFACE.
 FJ0922'
 FJ0922'OKLAHOMA GEODETIC SURVEY MARK NO 22 D 29 WAS USED FOR REFERENCE
 FJ0922'MARK 2.  IT IS A STANDARD BENCE MARK DISK, STAMPED NO 22 D 29,
 FJ0922'SET IN THE TOP OF A 4 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ0922'6 INCHES.  IT IS 45 FEET WEST OF THE CENTER OF THE ROAD, 6 FEET
 FJ0922'SOUTH-SOUTHEAST OF A POWERLINE POLE AND 4 FEET EAST OF A
 FJ0922'RIGHT-OF-WAY FENCE.
 FJ0922'
 FJ0922'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POND NO 2 1957,
 FJ0922'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ0922'PROJECTS 4 INCHES, IT IS 48 FEET WEST OF THE CENTER OF THE
 FJ0922'ROAD AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 FJ0922'WHITE WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 FJ0922'
 FJ0922'AZIMUTH MARK IS A STANDARD DISK, STAMPED POND 1957, SET
 FJ0922'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ0922'6 INCHES.  IT IS 58 FEET EAST-SOUTHEAST OF A POWERLINE POLE,
 FJ0922'24 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 9 FEET WEST
 FJ0922'OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST
 FJ0922'WAS SET 3 FEET SOUTHEAST OF THE MARK.
 FJ0922'
 FJ0922'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0578 ***********************************************************************
 GH0578  DESIGNATION -  POND CREEK
 GH0578  PID         -  GH0578
 GH0578  STATE/COUNTY-  OK/GRANT
 GH0578  COUNTRY     -  US
 GH0578  USGS QUAD   -  POND CREEK (2018)
 GH0578
 GH0578                         *CURRENT SURVEY CONTROL
 GH0578  ______________________________________________________________________
 GH0578* NAD 83(1997) POSITION- 36 39 31.15578(N) 097 48 32.06179(W)   ADJUSTED
 GH0578* NAVD 88 ORTHO HEIGHT -   323.452 (meters)     1061.19  (feet) ADJUSTED
 GH0578  ______________________________________________________________________
 GH0578  GEOID HEIGHT    -        -27.965 (meters)                     GEOID18
 GH0578  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 GH0578  DYNAMIC HEIGHT  -        323.179 (meters)     1060.30  (feet) COMP
 GH0578  MODELED GRAVITY -    979,777.5   (mgal)                       NAVD 88
 GH0578
 GH0578  HORZ ORDER      -  THIRD
 GH0578  VERT ORDER      -  FIRST     CLASS II
 GH0578
 GH0578.The horizontal coordinates were established by classical geodetic methods
 GH0578.and adjusted by the National Geodetic Survey in October 1998.
 GH0578
 GH0578.The orthometric height was determined by differential leveling and
 GH0578.adjusted by the NATIONAL GEODETIC SURVEY
 GH0578.in June 1991.
 GH0578
 GH0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0578.GEOID18 height accuracy estimate available here.
 GH0578
 GH0578.Click photographs - Photos may exist for this station.
 GH0578
 GH0578.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0578
 GH0578.The dynamic height is computed by dividing the NAVD 88
 GH0578.geopotential number by the normal gravity value computed on the
 GH0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0578.degrees latitude (g = 980.6199 gals.).
 GH0578
 GH0578.The modeled gravity was interpolated from observed gravity values.
 GH0578
 GH0578. The following values were computed from the NAD 83(1997) position.
 GH0578
 GH0578;                    North         East     Units Scale Factor Converg.
 GH0578;SPC OK N     -   184,053.755   617,085.007   MT  0.99998208   +0 06 46.0
 GH0578;SPC OK N     -   603,849.69  2,024,553.06   sFT  0.99998208   +0 06 46.0
 GH0578;UTM  14      - 4,057,667.568   606,452.931   MT  0.99973961   +0 42 40.3
 GH0578
 GH0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0578!SPC OK N     -   0.99995363  x   0.99998208  =   0.99993571
 GH0578!UTM  14      -   0.99995363  x   0.99973961  =   0.99969325
 GH0578
 GH0578:                Primary Azimuth Mark                     Grid Az
 GH0578:SPC OK N     -  POND CREEK AZ MK                         350 42 52.6
 GH0578:UTM  14      -  POND CREEK AZ MK                         350 06 58.3
 GH0578
 GH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0645257667(NAD 83)
 GH0578
 GH0578|---------------------------------------------------------------------|
 GH0578| PID    Reference Object                     Distance      Geod. Az  |
 GH0578|                                                           dddmmss.s |
 GH0578| CL6021 POND CREEK RM 1                      12.687 METERS 00001     |
 GH0578| CL6022 POND CREEK RM 2                      17.945 METERS 27007     |
 GH0578| GH0577 POND CREEK AZ MK                                   3504938.6 |
 GH0578|---------------------------------------------------------------------|
 GH0578
 GH0578                          SUPERSEDED SURVEY CONTROL
 GH0578
 GH0578  NAD 83(1993)-  36 39 31.15688(N)    097 48 32.06253(W) AD(       ) 3
 GH0578  NAD 83(1986)-  36 39 31.16255(N)    097 48 32.05194(W) AD(       ) 3
 GH0578  NAD 27      -  36 39 31.05283(N)    097 48 30.85312(W) AD(       ) 3
 GH0578  NGVD 29 (04/22/92)  323.301  (m)         1060.70   (f) ADJUSTED    1 2
 GH0578
 GH0578.Superseded values are not recommended for survey control.
 GH0578
 GH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0578.See file dsdata.pdf to determine how the superseded data were derived.
 GH0578
 GH0578_MARKER: DS = TRIANGULATION STATION DISK
 GH0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0578_STAMPING: POND CREEK 1963
 GH0578_MARK LOGO: CGS
 GH0578_PROJECTION: FLUSH
 GH0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0578+STABILITY: SURFACE MOTION
 GH0578
 GH0578  HISTORY     - Date     Condition        Report By
 GH0578  HISTORY     - 1963     MONUMENTED       CGS
 GH0578  HISTORY     - 1985     GOOD             NGS
 GH0578
 GH0578                          STATION DESCRIPTION
 GH0578
 GH0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0578'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE
 GH0578'RUNWAY, AT THE POND CREEK MUNICIPAL AIRPORT.
 GH0578'
 GH0578'TO REACH THE STATION FROM THE POST OFFICE IN POND CREEK, GO
 GH0578'WEST ON U.S. HIGHWAY 60 FOR 0.2 MILE TO THE JUNCTION OF U.S.
 GH0578'HIGHWAY 81.  TURN LEFT AND GO SOUTH AND SOUTHWEST ON U.S.
 GH0578'HIGHWAYS 60 AND 81 FOR 0.4 MILE TO A CROSSROAD.  (TO REACH THE
 GH0578'AZIMUTH MARK CONTINUE WEST ON THE HIGHWAY FOR 0.1 MILE TO
 GH0578'THE MARK ON THE LEFT.) TURN LEFT AND GO SOUTH ON A PAVED
 GH0578'ROAD FOR 0.15 MILE TO A DRIVEWAY AT THE SOUTHEAST CORNER OF
 GH0578'A LARGE HANGER.  TURN RIGHT AND GO WEST, ALONG THE SOUTH SIDE
 GH0578'OF THE HANGER FOR ABOUT 50 YARDS TO THE EAST EDGE OF THE
 GH0578'RUNWAY.  TURN LEFT AND GO SOUTH ALONG THE EAST EDGE OF THE
 GH0578'RUNWAY FOR 0.35 MILE TO THE STATION IN THE SOUTHEAST CORNER
 GH0578'OF THE RUNWAY.
 GH0578'
 GH0578'THE STATION MARK IS A STANDARD DISK, STAMPED POND CREEK 1963,
 GH0578'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0578'GROUND SURFACE.  IT IS 44.3 FEET NORTH OF A FENCE, 12 FEET NORTH
 GH0578'OF THE NORTH BANK OF A DRAINAGE DITCH, 14 FEET SOUTH OF A
 GH0578'ROW OF BARRELS WHICH MARK THE SOUTHEAST CORNER OF THE RUNWAY AND
 GH0578'7.2 FEET EAST OF A WITNESS POST.
 GH0578'
 GH0578'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POND CREEK NO 1 1963,
 GH0578'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 GH0578'THE GROUND SURFACE.  IT IS 27 FEET NORTH OF THE ROW OF BARRELS
 GH0578'7 FEET WEST OF THE EAST EDGE OF THE RUNWAY AND ABOUT THE
 GH0578'SAME ELEVATION AS THE STATION.
 GH0578'
 GH0578'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POND CREEK NO 2
 GH0578'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH
 GH0578'WITH THE GROUND SURFACE.  IT IS 43.8 FEET NORTH OF THE FENCE,
 GH0578'64 FEET WEST OF THE EAST EDGE OF THE RUNWAY, 4 FEET NORTH OF THE
 GH0578'NORTH BANK OF THE DRAINAGE DITCH AND ABOUT THE SAME ELEVATION
 GH0578'AS THE STATION.
 GH0578'
 GH0578'AZIMUTH MARK IS A STANDARD DISK, STAMPED POND CREEK 1963, SET
 GH0578'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 GH0578'INCHES.  IT IS 34.4 FEET SOUTH OF THE CENTERLINE OF U.S.
 GH0578'HIGHWAYS 60 AND 81, 1 FOOT NORTH OF A CABLE FENCE, 3 FEET
 GH0578'WEST OF A WITNESS POST AND NEAR THE NORTHWEST CORNER OF THE
 GH0578'RUNWAY OF THE AIRPORT.
 GH0578
 GH0578                          STATION RECOVERY (1985)
 GH0578
 GH0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0578'1.9 KM (1.2 MI) SW FROM PONDCREEK.
 GH0578'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0578'PONDCREEK, THENCE 0.64 KM (0.4 MI) WESTERLY ALONG US HIGHWAYS 81 AND
 GH0578'60, TO THE ENTRANCE OF THE PONDCREEK AIRPORT, 0.81 KM (0.5 MI) SOUTH
 GH0578'ALONG THE EAST EDGE OF THE AIRPORT RUNWAY TO THE EXTREME SOUTHEAST
 GH0578'CORNER OF THE AIRPORT PROPERTY, 2.7 METERS (9 FT) EAST OF A RUNWAY
 GH0578'LIGHT, 4.3 METERS (14 FT) SOUTH OF A ROW OF YELLOW BARRELS, 13.4
 GH0578'METERS (44 FT) NORTH OF A FENCE AND 4.0 METERS (13 FT) NORTH OF THE
 GH0578'NORTH EDGE OF A DRAINAGE DITCH.
 GH0578'THE MARK IS 2.2 METERS  E FROM  A WITNESS POST
 GH0578'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0577 ***********************************************************************
 GH0577  DESIGNATION -  POND CREEK AZ MK
 GH0577  PID         -  GH0577
 GH0577  STATE/COUNTY-  OK/GRANT
 GH0577  COUNTRY     -  US
 GH0577  USGS QUAD   -  POND CREEK (2018)
 GH0577
 GH0577                         *CURRENT SURVEY CONTROL
 GH0577  ______________________________________________________________________
 GH0577* NAD 83(1986) POSITION- 36 39 56.     (N) 097 48 37.     (W)   SCALED
 GH0577* NAVD 88 ORTHO HEIGHT -   320.793 (meters)     1052.47  (feet) ADJUSTED
 GH0577  ______________________________________________________________________
 GH0577  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 GH0577  DYNAMIC HEIGHT  -        320.522 (meters)     1051.58  (feet) COMP
 GH0577  MODELED GRAVITY -    979,778.4   (mgal)                       NAVD 88
 GH0577
 GH0577  VERT ORDER      -  FIRST     CLASS II
 GH0577
 GH0577.The horizontal coordinates were scaled from a map and have
 GH0577.an estimated accuracy of +/- 6 seconds.
 GH0577
 GH0577.The orthometric height was determined by differential leveling and
 GH0577.adjusted by the NATIONAL GEODETIC SURVEY
 GH0577.in June 1991.
 GH0577
 GH0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0577.GEOID18 height accuracy estimate available here.
 GH0577
 GH0577.Click photographs - Photos may exist for this station.
 GH0577
 GH0577.The dynamic height is computed by dividing the NAVD 88
 GH0577.geopotential number by the normal gravity value computed on the
 GH0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0577.degrees latitude (g = 980.6199 gals.).
 GH0577
 GH0577.The modeled gravity was interpolated from observed gravity values.
 GH0577
 GH0577;                    North         East    Units  Estimated Accuracy
 GH0577;SPC OK N     -   184,820.      616,960.      MT  (+/- 180 meters Scaled)
 GH0577
 GH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF063584(NAD 83)
 GH0577
 GH0577                          SUPERSEDED SURVEY CONTROL
 GH0577
 GH0577  NGVD 29 (04/22/92)  320.642  (m)         1051.97   (f) ADJUSTED    1 2
 GH0577
 GH0577.Superseded values are not recommended for survey control.
 GH0577
 GH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0577.See file dsdata.pdf to determine how the superseded data were derived.
 GH0577
 GH0577_MARKER: DZ = AZIMUTH MARK DISK
 GH0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0577_STAMPING: POND CREEK 1963
 GH0577_MARK LOGO: CGS
 GH0577_PROJECTION: FLUSH
 GH0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0577+STABILITY: SURFACE MOTION
 GH0577
 GH0577  HISTORY     - Date     Condition        Report By
 GH0577  HISTORY     - 1963     MONUMENTED       CGS
 GH0577  HISTORY     - 1985     GOOD             NGS
 GH0577
 GH0577                          STATION DESCRIPTION
 GH0577
 GH0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0577'1.4 KM (0.85 MI) WEST FROM PONDCREEK.
 GH0577'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0577'PONDCREEK, THENCE 0.64 KM (0.4 MI) WESTERLY ALONG US HIGHWAYS 60 AND
 GH0577'81, TO THE ENTRANCE TO THE PONDCREEK AIRPORT, THENCE 0.09 KM (0.15 MI)
 GH0577'WEST ALONG US HIGHWAYS 60 AND 81, AT THE EXTREME NORTHWEST CORNER OF
 GH0577'THE PONDCREEK AIRPORT PROPERTY, 10.5 METERS (34.6 FT) SOUTH OF THE
 GH0577'HIGHWAY CENTERLINE AND 0.3 METER (1 FT) NORTH OF A CORNER FENCE POST.
 GH0577'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 GH0577'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0857 ***********************************************************************
 GH0857  DESIGNATION -  POND CREEK FARMERS GRAIN ELEV
 GH0857  PID         -  GH0857
 GH0857  STATE/COUNTY-  OK/GRANT
 GH0857  COUNTRY     -  US
 GH0857  USGS QUAD   -  POND CREEK (2018)
 GH0857
 GH0857                         *CURRENT SURVEY CONTROL
 GH0857  ______________________________________________________________________
 GH0857* NAD 83(1997) POSITION- 36 40 12.14898(N) 097 48 10.01202(W)   ADJUSTED
 GH0857  ______________________________________________________________________
 GH0857  GEOID HEIGHT    -        -27.977 (meters)                     GEOID18
 GH0857  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 GH0857  HORZ ORDER      -  THIRD
 GH0857
 GH0857.The horizontal coordinates were established by classical geodetic methods
 GH0857.and adjusted by the National Geodetic Survey in October 1998.
 GH0857
 GH0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0857.GEOID18 height accuracy estimate available here.
 GH0857
 GH0857.Click photographs - Photos may exist for this station.
 GH0857
 GH0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0857
 GH0857. The following values were computed from the NAD 83(1997) position.
 GH0857
 GH0857;                    North         East     Units Scale Factor Converg.
 GH0857;SPC OK N     -   185,318.457   617,630.047   MT  0.99998380   +0 06 59.0
 GH0857;SPC OK N     -   607,998.97  2,026,341.25   sFT  0.99998380   +0 06 59.0
 GH0857;UTM  14      - 4,058,937.586   606,984.601   MT  0.99974101   +0 42 54.2
 GH0857
 GH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0698458937(NAD 83)
 GH0857
 GH0857                          SUPERSEDED SURVEY CONTROL
 GH0857
 GH0857  NAD 83(1993)-  36 40 12.15008(N)    097 48 10.01275(W) AD(       ) 3
 GH0857  NAD 83(1986)-  36 40 12.15638(N)    097 48 10.00072(W) AD(       ) 3
 GH0857  NAD 27      -  36 40 12.04801(N)    097 48 08.81077(W) AD(       ) 3
 GH0857
 GH0857.Superseded values are not recommended for survey control.
 GH0857
 GH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0857.See file dsdata.pdf to determine how the superseded data were derived.
 GH0857
 GH0857_MARKER: 65 = GRAIN ELEVATOR
 GH0857
 GH0857  HISTORY     - Date     Condition        Report By
 GH0857  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0857
 GH0857                          STATION DESCRIPTION
 GH0857
 GH0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0857'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE, ON
 GH0857'A 160 FEET HIGH AND TALLEST ONE OF TWO ELEVATORS, LOCATED
 GH0857'NEAR THE WEST EDGE OF POND CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0856 ***********************************************************************
 GH0856  DESIGNATION -  POND CREEK MUNICIPAL TANK
 GH0856  PID         -  GH0856
 GH0856  STATE/COUNTY-  OK/GRANT
 GH0856  COUNTRY     -  US
 GH0856  USGS QUAD   -  POND CREEK (2018)
 GH0856
 GH0856                         *CURRENT SURVEY CONTROL
 GH0856  ______________________________________________________________________
 GH0856* NAD 83(1997) POSITION- 36 40 08.80681(N) 097 47 54.29408(W)   ADJUSTED
 GH0856  ______________________________________________________________________
 GH0856  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 GH0856  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 GH0856  HORZ ORDER      -  THIRD
 GH0856
 GH0856.The horizontal coordinates were established by classical geodetic methods
 GH0856.and adjusted by the National Geodetic Survey in October 1998.
 GH0856
 GH0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0856.GEOID18 height accuracy estimate available here.
 GH0856
 GH0856.Click photographs - Photos may exist for this station.
 GH0856
 GH0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0856
 GH0856. The following values were computed from the NAD 83(1997) position.
 GH0856
 GH0856;                    North         East     Units Scale Factor Converg.
 GH0856;SPC OK N     -   185,216.237   618,020.560   MT  0.99998366   +0 07 08.3
 GH0856;SPC OK N     -   607,663.60  2,027,622.45   sFT  0.99998366   +0 07 08.3
 GH0856;UTM  14      - 4,058,839.475   607,376.066   MT  0.99974204   +0 43 03.5
 GH0856
 GH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0737658839(NAD 83)
 GH0856
 GH0856                          SUPERSEDED SURVEY CONTROL
 GH0856
 GH0856  NAD 83(1993)-  36 40 08.80780(N)    097 47 54.29487(W) AD(       ) 3
 GH0856  NAD 83(1986)-  36 40 08.81419(N)    097 47 54.28292(W) AD(       ) 3
 GH0856  NAD 27      -  36 40 08.70710(N)    097 47 53.09301(W) AD(       ) 3
 GH0856  USSD        -  36 40 08.63700(N)    097 47 53.35300(W) AD(       ) 3
 GH0856
 GH0856.Superseded values are not recommended for survey control.
 GH0856
 GH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0856.See file dsdata.pdf to determine how the superseded data were derived.
 GH0856
 GH0856_MARKER: 53 = ELEVATED TANK
 GH0856
 GH0856  HISTORY     - Date     Condition        Report By
 GH0856  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0856
 GH0856                          STATION DESCRIPTION
 GH0856
 GH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0856'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT ELEVATED
 GH0856'TANK, LOCATED NEAR THE CENTER OF POND CREEK.
 GH0856'
 GH0856'OFFICE NOTE- THIS STATION MAY BE THE SAME AS 1902 STATION
 GH0856'ACCORDING TO 1934 RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1008 ***********************************************************************
 EM1008  DESIGNATION -  PONDER
 EM1008  PID         -  EM1008
 EM1008  STATE/COUNTY-  OK/GREER
 EM1008  COUNTRY     -  US
 EM1008  USGS QUAD   -  MANGUM NORTH (2018)
 EM1008
 EM1008                         *CURRENT SURVEY CONTROL
 EM1008  ______________________________________________________________________
 EM1008* NAD 83(1993) POSITION- 34 54 01.42539(N) 099 30 32.76204(W)   ADJUSTED
 EM1008* NAVD 88 ORTHO HEIGHT -   489.7   (meters)     1607.    (feet) VERTCON3
 EM1008  ______________________________________________________________________
 EM1008  GEOID HEIGHT    -        -26.552 (meters)                     GEOID18
 EM1008  LAPLACE CORR    -          5.51  (seconds)                    DEFLEC18
 EM1008  HORZ ORDER      -  FIRST
 EM1008
 EM1008.The horizontal coordinates were established by classical geodetic methods
 EM1008.and adjusted by the National Geodetic Survey in November 1994.
 EM1008
 EM1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1008
 EM1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1008.GEOID18 height accuracy estimate available here.
 EM1008
 EM1008.Click photographs - Photos may exist for this station.
 EM1008
 EM1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1008
 EM1008. The following values were computed from the NAD 83(1993) position.
 EM1008
 EM1008;                    North         East     Units Scale Factor Converg.
 EM1008;SPC OK S     -   174,856.626   462,082.122   MT  0.99995112   -0 51 23.7
 EM1008;SPC OK S     -   573,675.45  1,516,014.43   sFT  0.99995112   -0 51 23.7
 EM1008;UTM  14      - 3,862,115.677   453,487.294   MT  0.99962666   -0 17 28.6
 EM1008
 EM1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1008!SPC OK S     -   0.99992731  x   0.99995112  =   0.99987843
 EM1008!UTM  14      -   0.99992731  x   0.99962666  =   0.99955399
 EM1008
 EM1008:                Primary Azimuth Mark                     Grid Az
 EM1008:SPC OK S     -  TT 25 H 14                               267 13 14.0
 EM1008:UTM  14      -  TT 25 H 14                               266 39 18.9
 EM1008
 EM1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5348762115(NAD 83)
 EM1008
 EM1008|---------------------------------------------------------------------|
 EM1008| PID    Reference Object                     Distance      Geod. Az  |
 EM1008|                                                           dddmmss.s |
 EM1008| EM1009 PONDER FIELD AIRWAY BEACON          393.951 METERS 07247     |
 EM1008| CX7962 PONDER RM 1                          16.175 METERS 09012     |
 EM1008| EM1010 MANGUM MUNICIPAL TANK               APPROX. 2.9 KM 1695153.6 |
 EM1008| CX7963 PONDER RM 2                          30.132 METERS 18002     |
 EM1008| CX7459 TT 25 H 14                                         2662150.3 |
 EM1008| FK0596 BRINKMAN MUNICIPAL TANK             APPROX.12.3 KM 3560956.8 |
 EM1008|---------------------------------------------------------------------|
 EM1008
 EM1008                          SUPERSEDED SURVEY CONTROL
 EM1008
 EM1008  NAD 83(1986)-  34 54 01.43072(N)    099 30 32.75568(W) AD(       ) 1
 EM1008  NAD 27      -  34 54 01.22400(N)    099 30 31.44200(W) AD(       ) 1
 EM1008  NGVD 29 (07/19/86)  489.5    (m)         1606.     (f) VERT ANG       
 EM1008
 EM1008.Superseded values are not recommended for survey control.
 EM1008
 EM1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1008.See file dsdata.pdf to determine how the superseded data were derived.
 EM1008
 EM1008_MARKER: DS = TRIANGULATION STATION DISK
 EM1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1008_STAMPING: PONDER 1948
 EM1008_MARK LOGO: CGS
 EM1008_PROJECTION: FLUSH
 EM1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1008+STABILITY: SURFACE MOTION
 EM1008
 EM1008  HISTORY     - Date     Condition        Report By
 EM1008  HISTORY     - 1948     MONUMENTED       CGS
 EM1008  HISTORY     - 1961     GOOD             CGS
 EM1008  HISTORY     - 1963     GOOD             CGS
 EM1008
 EM1008                          STATION DESCRIPTION
 EM1008
 EM1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1008'STATION IS LOCATED 2 MILES NORTH-NORTHWEST OF MANGUM AT THE
 EM1008'SOUTHWEST CORNER OF PONDER AIRFIELD.  THE MARK, STAMPED PONDER
 EM1008'1948, IS 50 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO. 9,
 EM1008'14 FEET EAST OF A FENCE CORNER, 7 FEET SOUTHEAST OF A GREEN
 EM1008'BOUNDARY MARKER LIGHT, 5 FEET EAST OF A WITNESS POST, 1 FOOT
 EM1008'NORTH OF AN EAST-WEST FENCE AND PROJECTS 3 INCHES.
 EM1008'
 EM1008'REFERENCE MARK NO. 1, STAMPED PONDER NO 1 1948, IS 49 FEET NORTH OF
 EM1008'THE CENTER OF STATE HIGHWAY NO. 9, 21 FEET WEST OF THE CENTER OF A
 EM1008'DIRT DRIVEWAY AND PROJECTS 4 INCHES.
 EM1008'
 EM1008'REFERENCE MARK NO. 2, STAMPED PONDER NO 2 1948, IS 49 FEET SOUTH
 EM1008'OF THE CENTER OF STATE HIGHWAY NO. 9, 1 FOOT NORTH OF AN EAST-WEST
 EM1008'FENCE AND PROJECTS 4 INCHES.
 EM1008'
 EM1008'THE AZIMUTH MARK, STAMPED 25H14TT 1936, IS A CONSERVATION
 EM1008'COMMISSION OF OKLAHOMA STATE SURVEY STATION MARK DISC SET IN A
 EM1008'6 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE MARK
 EM1008'IS 48 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 9, 35 FEET
 EM1008'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM BUILDING, 2.5
 EM1008'FEET NORTH OF AN EAST-WEST FENCE AND 4 INCHES EAST OF A WITNESS
 EM1008'POST.
 EM1008'
 EM1008'TO REACH THE STATION FROM MANGUM GO NORTH ON U.S. HIGHWAY NO. 283
 EM1008'FOR 2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY NO. 9.  TURN LEFT,
 EM1008'WEST, AND GO 0.45 MILE TO THE SOUTHWEST CORNER OF PONDER AIRFIELD
 EM1008'AND STATION ALONG FENCE LINE.  THE AZIMUTH MARK IS 0.3 MILE WEST
 EM1008'ALONG STATE HIGHWAY NO. 9 NEAR OLD FARM BUILDING.
 EM1008'
 EM1008'A 4 FOOT SIGNAL AT STATION HAYSTACK 1921 1948 IS VISIBLE AT 4
 EM1008'FEET.
 EM1008'
 EM1008'A 4 FOOT SIGNAL AT STATION WALSH 1921 1948 IS VISIBLE AT 4 FEET.
 EM1008'
 EM1008'A 100 FOOT SIGNAL AT STATION MANGUM IS VISIBLE AT 4 FEET.
 EM1008
 EM1008                          STATION RECOVERY (1961)
 EM1008
 EM1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1008'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EM1008'CONDITION.  THE DIRECTION TO ALL THE MARKS CHECKED.  A DIFFERENCE
 EM1008'IN THE MEASUREMENT TO REFERENCE MARK 2 WAS FOUND.  A NEW
 EM1008'DESCRIPTION FOLLOWS.
 EM1008'
 EM1008'THE STATION IS 2 MILES NORTH OF MANGUM, AT THE SOUTHWEST CORNER
 EM1008'OF PONDER AIRFIELD.
 EM1008'
 EM1008'TO REACH THE STATION FROM THE COURTHOUSE IN MANGUM, GO EAST ON
 EM1008'STATE HIGHWAY 34 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 283.
 EM1008'TURN LEFT AND GO NORTH FOR 1.8 MILES TO THE JUNCTION WITH STATE
 EM1008'HIGHWAY 9.  TURN LEFT AND GO WEST ON STATE HIGHWAY 9 FOR 0.35
 EM1008'MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST FOR 0.2 MILE TO
 EM1008'25H14 (OKLA. CON. COMM.) STATION ON THE LEFT.  THIS MARK WAS
 EM1008'USED AS AN AZIMUTH MARK FOR THIS STATION.
 EM1008'
 EM1008'THE STATION MARK IS A STANDARD DISK, STAMPED PONDER 1948, SET
 EM1008'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM1008'THE GROUND.  IT IS 49 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EM1008'11 FEET EAST OF A FENCE CORNER AND IN A FENCE LINE.  A WITNESS
 EM1008'POST WAS SET 3.7 FEET WEST OF THE STATION.
 EM1008'
 EM1008'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PONDER NO 1 1948, SET
 EM1008'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM1008'THE GROUND.  IT IS 49 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 EM1008'57 FEET EAST OF THE WITNESS POST AND 0.5 FOOT NORTH OF THE FENCE.
 EM1008'
 EM1008'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PONDER NO 2 1948, SET
 EM1008'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM1008'THE GROUND.  IT IS 100 FEET SOUTH OF THE WITNESS POST, 49 FEET
 EM1008'SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF A FENCE.
 EM1008'
 EM1008'25H14 (OKLAHOMA CONSERVATION COMMISSION) IS A BRONZE DISK SET IN
 EM1008'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EM1008'THE GROUND.  IT IS 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 EM1008'3 FEET NORTH OF A FENCE AND 2.1 FEET NORTHEAST OF A WITNESS POST.
 EM1008
 EM1008                          STATION RECOVERY (1963)
 EM1008
 EM1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1008'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED IN
 EM1008'1961 AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS ABOUT
 EM1008'8 INCHES BELOW SURFACE OF THE GROUND.  THE DESCRIPTION TO REACH
 EM1008'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1009 ***********************************************************************
 EM1009  DESIGNATION -  PONDER FIELD AIRWAY BEACON
 EM1009  PID         -  EM1009
 EM1009  STATE/COUNTY-  OK/GREER
 EM1009  COUNTRY     -  US
 EM1009  USGS QUAD   -  MANGUM NORTH (2018)
 EM1009
 EM1009                         *CURRENT SURVEY CONTROL
 EM1009  ______________________________________________________________________
 EM1009* NAD 83(1993) POSITION- 34 54 05.20832(N) 099 30 17.93999(W)   ADJUSTED
 EM1009  ______________________________________________________________________
 EM1009  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 EM1009  LAPLACE CORR    -          5.64  (seconds)                    DEFLEC18
 EM1009  HORZ ORDER      -  THIRD
 EM1009
 EM1009.The horizontal coordinates were established by classical geodetic methods
 EM1009.and adjusted by the National Geodetic Survey in November 1994.
 EM1009
 EM1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1009.GEOID18 height accuracy estimate available here.
 EM1009
 EM1009.Click photographs - Photos may exist for this station.
 EM1009
 EM1009.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1009
 EM1009. The following values were computed from the NAD 83(1993) position.
 EM1009
 EM1009;                    North         East     Units Scale Factor Converg.
 EM1009;SPC OK S     -   174,967.565   462,460.110   MT  0.99995122   -0 51 15.3
 EM1009;SPC OK S     -   574,039.42  1,517,254.54   sFT  0.99995122   -0 51 15.3
 EM1009;UTM  14      - 3,862,230.304   453,864.046   MT  0.99962623   -0 17 20.2
 EM1009
 EM1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5386462230(NAD 83)
 EM1009
 EM1009                          SUPERSEDED SURVEY CONTROL
 EM1009
 EM1009  NAD 83(1986)-  34 54 05.21329(N)    099 30 17.93358(W) AD(       ) 3
 EM1009  NAD 27      -  34 54 04.98000(N)    099 30 16.60000(W) AD(       ) 3
 EM1009
 EM1009.Superseded values are not recommended for survey control.
 EM1009
 EM1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1009.See file dsdata.pdf to determine how the superseded data were derived.
 EM1009
 EM1009_MARKER: 21 = AIRPORT BEACON
 EM1009
 EM1009  HISTORY     - Date     Condition        Report By
 EM1009  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM1009
 EM1009                          STATION DESCRIPTION
 EM1009
 EM1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM1009'POINT OBSERVED UPON WAS AIRWAY BEACON, PROBABLY AT PONDER
 EM1009'FIELD.  SHOWN ON AIRWAY MAP AS BEING LOCATED APPROXIMATELY
 EM1009'2 MILES N OF THE TOWN OF MANGUM.
 EM1009'
 EM1009'STATION WAS OBSERVED UPON FROM STATIONS TEPEE AND HEADRICK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0787 ***********************************************************************
 EM0787  DESIGNATION -  PORT
 EM0787  PID         -  EM0787
 EM0787  STATE/COUNTY-  OK/TILLMAN
 EM0787  COUNTRY     -  US
 EM0787  USGS QUAD   -  HACKBERRY FLAT (2018)
 EM0787
 EM0787                         *CURRENT SURVEY CONTROL
 EM0787  ______________________________________________________________________
 EM0787* NAD 83(1993) POSITION- 34 21 46.39313(N) 098 58 59.10529(W)   ADJUSTED
 EM0787* NAVD 88 ORTHO HEIGHT -   387.1   (meters)     1270.    (feet) VERTCON3
 EM0787  ______________________________________________________________________
 EM0787  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 EM0787  LAPLACE CORR    -          3.46  (seconds)                    DEFLEC18
 EM0787  HORZ ORDER      -  THIRD
 EM0787
 EM0787.This mark is at Frederick Airport (FDR)
 EM0787
 EM0787.The horizontal coordinates were established by classical geodetic methods
 EM0787.and adjusted by the National Geodetic Survey in November 1994.
 EM0787
 EM0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0787
 EM0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0787.GEOID18 height accuracy estimate available here.
 EM0787
 EM0787.Click photographs - Photos may exist for this station.
 EM0787
 EM0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0787
 EM0787. The following values were computed from the NAD 83(1993) position.
 EM0787
 EM0787;                    North         East     Units Scale Factor Converg.
 EM0787;SPC OK S     -   114,641.641   509,572.502   MT  0.99994336   -0 33 28.9
 EM0787;SPC OK S     -   376,120.12  1,671,822.45   sFT  0.99994336   -0 33 28.9
 EM0787;UTM  14      - 3,802,393.487   501,555.408   MT  0.99960003   +0 00 34.4
 EM0787
 EM0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0787!SPC OK S     -   0.99994355  x   0.99994336  =   0.99988691
 EM0787!UTM  14      -   0.99994355  x   0.99960003  =   0.99954360
 EM0787
 EM0787:                Primary Azimuth Mark                     Grid Az
 EM0787:SPC OK S     -  FREDERICK RESET                          319 42 38.9
 EM0787:UTM  14      -  FREDERICK RESET                          319 08 35.6
 EM0787
 EM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0155502393(NAD 83)
 EM0787
 EM0787|---------------------------------------------------------------------|
 EM0787| PID    Reference Object                     Distance      Geod. Az  |
 EM0787|                                                           dddmmss.s |
 EM0787| CX7965 PORT RM 1                            30.632 METERS 06226     |
 EM0787| CX7964 PORT AZ MK                                         2711142.7 |
 EM0787| CX7966 PORT RM 2                            30.059 METERS 29828     |
 EM0787| EM0925 FREDERICK RESET                     APPROX. 5.6 KM 3190910.0 |
 EM0787|---------------------------------------------------------------------|
 EM0787
 EM0787                          SUPERSEDED SURVEY CONTROL
 EM0787
 EM0787  NAD 83(1986)-  34 21 46.39954(N)    098 58 59.09275(W) AD(       ) 3
 EM0787  NAD 27      -  34 21 46.10700(N)    098 58 57.82300(W) AD(       ) 3
 EM0787  NGVD 29 (07/19/86)  387.0    (m)         1270.     (f) VERT ANG       
 EM0787
 EM0787.Superseded values are not recommended for survey control.
 EM0787
 EM0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0787.See file dsdata.pdf to determine how the superseded data were derived.
 EM0787
 EM0787_MARKER: DS = TRIANGULATION STATION DISK
 EM0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0787_STAMPING: PORT 1948
 EM0787_MARK LOGO: CGS
 EM0787_PROJECTION: FLUSH
 EM0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0787+STABILITY: SURFACE MOTION
 EM0787
 EM0787  HISTORY     - Date     Condition        Report By
 EM0787  HISTORY     - 1948     MONUMENTED       CGS
 EM0787  HISTORY     - 1963     GOOD             CGS
 EM0787  HISTORY     - 1971     GOOD             OKDH
 EM0787
 EM0787                          STATION DESCRIPTION
 EM0787
 EM0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0787'THE STATION IS LOCATED ABOUT 2.0 MILES EAST AND 2.0 MILES SOUTH OF
 EM0787'FREDERICK ON THE FREDERICK MUNICIPAL AIR PORT.  IT IS 89.0 FEET
 EM0787'SOUTH OF THE CENTER OF A GRADED ROAD, 57.0 FEET NORTH-NORTHWEST
 EM0787'OF INTERSECTION OF ROADS AND 47.0 FEET SOUTH OF AN EAST-WEST
 EM0787'FENCE LINE.  IT IS SET FLUSH AND IS STAMPED PORT 1948.
 EM0787'
 EM0787'REFERENCE MARK NO. 1 IS 42.0 FEET SOUTH OF THE CENTER OF
 EM0787'A GRADED ROAD, 1.5 FEET WEST OF A BRACE POST AND 1.0 FOOT
 EM0787'SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES
 EM0787'AND IS STAMPED PORT NO 1 1948.
 EM0787'
 EM0787'REFERENCE MARK NO. 2 IS 42.0 FEET SOUTH OF THE CENTER OF
 EM0787'A GRADED ROAD AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 EM0787'IT PROJECTS 8 INCHES AND IS STAMPED PORT NO 2 1948.
 EM0787'
 EM0787'AZIMUTH MARK IS 30.5 FEET NORTH OF THE CENTER OF A GRADED
 EM0787'ROAD, 5.0 FEET WEST-SOUTHWEST OF A FENCE CORNER, 2.5 FEET
 EM0787'SOUTH OF AN EAST-WEST FENCE LINE AND 2.0 FEET SOUTHWEST
 EM0787'OF A WITNESS POST.  IT PROJECTS 8 INCHES AND IS STAMPED
 EM0787'PORT 1948.
 EM0787'
 EM0787'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 EM0787'NO. 183 AND STATE ROUTE NO. 5 AT THE NORTHEAST CORNER OF
 EM0787'THE COURTHOUSE IN FREDERICK, GO SOUTH ON U.S. HIGHWAY NO. 183
 EM0787'FOR 2.3 MILES TO CROSS ROADS, TURN LEFT AND GO EAST ON PAVED
 EM0787'ROAD 1.6 MILES TO MAIN ENTRANCE GATE OF FREDERICK MUNICIPAL
 EM0787'AIR PORT.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO AZIMUTH MARK
 EM0787'ON LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 1.0 MILE
 EM0787'TO TOP OF RIDGE AND STATION ON THE RIGHT AS DESCRIBED.
 EM0787'
 EM0787'A 47 FOOT SIGNAL AT FREDERICK 1935 IS VISIBLE AT 4 FEET.
 EM0787'
 EM0787'A 4 FOOT SIGNAL AT DEEP IS VISIBLE AT 10 FEET.
 EM0787
 EM0787                          STATION RECOVERY (1963)
 EM0787
 EM0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0787'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 EM0787'CONDITION, IN THE NE 1/4 OF SEC. 28, T. 2 S., R. 17 W.
 EM0787'
 EM0787'STATION IS IN CULTIVATED FIELD, 3 FEET EAST AND 47 FEET SOUTH
 EM0787'FROM A TRIANGULAR BLAZE ON FENCE POST IN THE EAST-WEST FENCE
 EM0787'LINE, ABOUT 48 FEET NORTH OF A FARM ROAD.  THE MARK IS 2
 EM0787'INCHES BELOW SURFACE OF GROUND.
 EM0787'
 EM0787'R.M. NO. 1 IS IN THE EAST-WEST FENCE LINE 1 FOOT WEST OF A
 EM0787'TRIPLE NOTCHED FENCE POST.  THE MARK IS FLUSH WITH GROUND
 EM0787'SURFACE.
 EM0787'
 EM0787'R.M. NO. 2 IS 9 INCHES SOUTHEAST OF A TRIPLE NOTCHED FENCE
 EM0787'POST IN THE EAST-WEST FENCE LINE.
 EM0787'
 EM0787'AZIMUTH MARK HAS BEEN DESTROYED.
 EM0787'
 EM0787'TO REACH FROM THE COURTHOUSE IN FREDERICK, FOLLOW U.S. HIGHWAY
 EM0787'183 SOUTHERLY FOR 2.3 MILES TO CROSSROADS, TURN LEFT, GO
 EM0787'EAST FOR 1.6 MILES TO ENTRANCE TO AIRPORT ON THE RIGHT,
 EM0787'CONTINUE EAST FOR 1.1 MILE TO TOP OF HILL AND STATION ON
 EM0787'THE RIGHT AS DESCRIBED.
 EM0787
 EM0787                          STATION RECOVERY (1971)
 EM0787
 EM0787'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0787'PORT 1948 RECOVERED IN GOOD CONDITION.
 EM0787'
 EM0787'PORT AZIMUTH DESTROYED.
 EM0787'
 EM0787'PORT R.M. NO. 1 RECOVERED IN GOOD CONDITION.
 EM0787'
 EM0787'PORT R.M. NO. 2 RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0883 ***********************************************************************
 EM0883  DESIGNATION -  PORT
 EM0883  PID         -  EM0883
 EM0883  STATE/COUNTY-  OK/JACKSON
 EM0883  COUNTRY     -  US
 EM0883  USGS QUAD   -  ALTUS (2018)
 EM0883
 EM0883                         *CURRENT SURVEY CONTROL
 EM0883  ______________________________________________________________________
 EM0883* NAD 83(1993) POSITION- 34 39 22.70910(N) 099 16 43.97774(W)   ADJUSTED
 EM0883* NAVD 88 ORTHO HEIGHT -   411.4   (meters)     1350.    (feet) VERTCON3
 EM0883  ______________________________________________________________________
 EM0883  GEOID HEIGHT    -        -26.925 (meters)                     GEOID18
 EM0883  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 EM0883  HORZ ORDER      -  SECOND
 EM0883
 EM0883.The horizontal coordinates were established by classical geodetic methods
 EM0883.and adjusted by the National Geodetic Survey in November 1994.
 EM0883
 EM0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0883
 EM0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0883.GEOID18 height accuracy estimate available here.
 EM0883
 EM0883.Click photographs - Photos may exist for this station.
 EM0883
 EM0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0883
 EM0883. The following values were computed from the NAD 83(1993) position.
 EM0883
 EM0883;                    North         East     Units Scale Factor Converg.
 EM0883;SPC OK S     -   147,491.540   482,777.643   MT  0.99993673   -0 43 33.3
 EM0883;SPC OK S     -   483,895.16  1,583,912.98   sFT  0.99993673   -0 43 33.3
 EM0883;UTM  14      - 3,834,965.383   474,445.507   MT  0.99960805   -0 09 30.9
 EM0883
 EM0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0883!SPC OK S     -   0.99993966  x   0.99993673  =   0.99987639
 EM0883!UTM  14      -   0.99993966  x   0.99960805  =   0.99954773
 EM0883
 EM0883:                Primary Azimuth Mark                     Grid Az
 EM0883:SPC OK S     -  HEADRICK                                 077 07 39.7
 EM0883:UTM  14      -  HEADRICK                                 076 33 37.3
 EM0883
 EM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7444534965(NAD 83)
 EM0883
 EM0883|---------------------------------------------------------------------|
 EM0883| PID    Reference Object                     Distance      Geod. Az  |
 EM0883|                                                           dddmmss.s |
 EM0883| EM0876 HEADRICK                            APPROX.11.8 KM 0762406.4 |
 EM0883| DR5432 PORT RM 1                            10.000 METERS 08934     |
 EM0883| EM0889 ALTUS ARMY AIRFIELD CONT TWR         91.422 METERS 18905     |
 EM0883| EM0235 PORT RM 2                            18.890 METERS 21125     |
 EM0883| DR5433 PORT AZ MK                                         3580535.3 |
 EM0883|---------------------------------------------------------------------|
 EM0883
 EM0883                          SUPERSEDED SURVEY CONTROL
 EM0883
 EM0883  NAD 83(1986)-  34 39 22.71677(N)    099 16 43.97064(W) AD(       ) 2
 EM0883  NAD 27      -  34 39 22.46600(N)    099 16 42.66100(W) AD(       ) 2
 EM0883  NGVD 29 (07/19/86)  411.2    (m)         1349.     (f) VERT ANG       
 EM0883
 EM0883.Superseded values are not recommended for survey control.
 EM0883
 EM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0883.See file dsdata.pdf to determine how the superseded data were derived.
 EM0883
 EM0883_MARKER: DS = TRIANGULATION STATION DISK
 EM0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0883_STAMPING: PORT 1948
 EM0883_MARK LOGO: CGS
 EM0883_PROJECTION: FLUSH
 EM0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0883+STABILITY: SURFACE MOTION
 EM0883
 EM0883  HISTORY     - Date     Condition        Report By
 EM0883  HISTORY     - 1948     MONUMENTED       CGS
 EM0883  HISTORY     - 1957     MARK NOT FOUND   CGS
 EM0883  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0883
 EM0883                          STATION DESCRIPTION
 EM0883
 EM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0883'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-NORTHEAST OF ALTUS,
 EM0883'AT THE ALTUS ARMY AIRFIELD WHICH IS BEING CONVERTED INTO THE
 EM0883'ALTUS MUNICIPAL AIRPORT.  IT IS 300 FEET NORTH OF THE CONTROL
 EM0883'TOWER, 41 FEET SOUTHWEST OF A FIRE HYDRANT AND 8.5 FEET NORTH
 EM0883'OF THE NORTH EDGE OF A CONCRETE APPROACH TO THE PARKING APRON.
 EM0883'IT IS STAMPED PORT 1948 AND IS FLUSH WITH THE SURFACE OF THE
 EM0883'GROUND.
 EM0883'
 EM0883'REFERENCE MARK NO. 1 IS 23.8 FEET SOUTH OF THE FIRE HYDRANT.
 EM0883'IT IS SET IN A DRILL HOLE IN CONCRETE AND IS STAMPED PORT
 EM0883'NO 1 1948.
 EM0883'
 EM0883'REFERENCE MARK NO. 2 IS 30.8 FEET SOUTH OF THE CENTER OF AN
 EM0883'EAST-WEST ROAD, 24 FEET NORTH OF THE NORTHEAST CORNER OF
 EM0883'BUILDING NO. T2602 AND 3.2 FEET EAST OF THE WEST EDGE OF THE
 EM0883'CONCRETE.  IT IS SET IN DRILL HOLE IN CONCRETE AND IS STAMPED
 EM0883'PORT NO 2 1948.
 EM0883'
 EM0883'THE AZIMUTH MARK IS 1.4 FEET WEST OF THE EAST EDGE OF THE
 EM0883'PARKING APRON, 455 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 EM0883'OF HANGER NO. 1 AND ABOUT 12 FEET SOUTH OF THE PLANE OF THE
 EM0883'SOUTH SIDE OF HANGER NO. 1.  IT IS SET IN A DRILL HOLE IN
 EM0883'CONCRETE AND IS STAMPED PORT 1948.
 EM0883'
 EM0883'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 EM0883'ALTUS, GO EAST ON U.S. HIGHWAY 62 FOR 2 MILES TO A CROSSROADS,
 EM0883'TURN LEFT AND GO 1.4 MILE TO THE MAIN ENTRANCE TO THE AIRFIELD,
 EM0883'CONTINUE 0.1 MILE TO A T INTERSECTION, TURN LEFT AND GO 0.25
 EM0883'MILE TO A CROSSROAD.  TURN RIGHT AND GO 0.5 MILE TO THE CONTROL
 EM0883'TOWER AND THE STATION AS DESCRIBED.
 EM0883'
 EM0883'A 4 FOOT SIGNAL AT HEADRICK 1935 1948 IS VISIBLE AT 4 FEET.
 EM0883'
 EM0883'A 4 FOOT SIGNAL AT OZARK IS VISIBLE AT 4 FEET.
 EM0883'
 EM0883'A 74 FOOT SIGNAL AT ALTUS IS VISIBLE AT 4 FEET.
 EM0883
 EM0883                          STATION RECOVERY (1957)
 EM0883
 EM0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0883'THE SITE OF THIS MARK IS NOW UNDER A BLACKTOP ROAD.  THE AREA
 EM0883'HAS BEEN REBUILT, THE RUNWAYS HAVE BEEN REBUILT TO CARRY
 EM0883'HEAVY PLANES AND REFERENCE MARK NUMBER 2 IN NOW THE ONLY MARK
 EM0883'RECOVERABLE.
 EM0883
 EM0883                          STATION RECOVERY (1963)
 EM0883
 EM0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0883'A SEARCH WAS MADE FOR THIS STATION.  IT WAS NOT LOCATED.
 EM0883'REFERENCE MARK NO. 2 WAS FOUND.  IT IS IN A CONCRETE PARKING
 EM0883'APRON IN A DRILL HOLE 96 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EM0883'OF BUILDING NO. 181 (ALTUS A.F.B. FIRE STATION) FROM INFORMATION
 EM0883'FROM THE POST ENGINEERS OFFICE AT ALTUS A.F.B.  THE AREA
 EM0883'WHERE THE STATION MARK SHOULD BE LOCATED WAS AT ONE TIME
 EM0883'GRADED AND FILLED WITH ABOUT 18 TO 24 INCHES OF FILL DIRT.
 EM0883'WHICH WOULD LEAVE THE STATION MARK ABOUT 18 TO 24 INCHES BELOW
 EM0883'THE SURFACE OF THE GROUND.  THE AZIMUTH MARK COULD NOT BE
 EM0883'LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0691 ***********************************************************************
 GJ0691  DESIGNATION -  PORT
 GJ0691  PID         -  GJ0691
 GJ0691  STATE/COUNTY-  OK/WOODWARD
 GJ0691  COUNTRY     -  US
 GJ0691  USGS QUAD   -  FARGO (2018)
 GJ0691
 GJ0691                         *CURRENT SURVEY CONTROL
 GJ0691  ______________________________________________________________________
 GJ0691* NAD 83(1993) POSITION- 36 26 12.83731(N) 099 31 05.39957(W)   ADJUSTED
 GJ0691* NAVD 88 ORTHO HEIGHT -   660.96  (+/-2cm)     2168.5   (feet) VERTCON3
 GJ0691  ______________________________________________________________________
 GJ0691  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GJ0691  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GJ0691  HORZ ORDER      -  SECOND
 GJ0691  VERT ORDER      -  THIRD ? (See Below)
 GJ0691
 GJ0691.This mark is at West Woodward Airport (WWR)
 GJ0691
 GJ0691.The horizontal coordinates were established by classical geodetic methods
 GJ0691.and adjusted by the National Geodetic Survey in November 1994.
 GJ0691
 GJ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0691
 GJ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0691.GEOID18 height accuracy estimate available here.
 GJ0691
 GJ0691.The vertical order pertains to the NGVD 29 superseded value.
 GJ0691
 GJ0691.Click photographs - Photos may exist for this station.
 GJ0691
 GJ0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0691
 GJ0691. The following values were computed from the NAD 83(1993) position.
 GJ0691
 GJ0691;                    North         East     Units Scale Factor Converg.
 GJ0691;SPC OK N     -   160,493.972   463,886.987   MT  0.99995643   -0 53 45.4
 GJ0691;SPC OK N     -   526,553.97  1,521,935.89   sFT  0.99995643   -0 53 45.4
 GJ0691;UTM  14      - 4,032,533.470   453,557.646   MT  0.99962657   -0 18 27.9
 GJ0691
 GJ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0691!SPC OK N     -   0.99990072  x   0.99995643  =   0.99985715
 GJ0691!UTM  14      -   0.99990072  x   0.99962657  =   0.99952732
 GJ0691
 GJ0691:                Primary Azimuth Mark                     Grid Az
 GJ0691:SPC OK N     -  PORT AZ MK                               190 13 56.6
 GJ0691:UTM  14      -  PORT AZ MK                               189 38 39.1
 GJ0691
 GJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5355732533(NAD 83)
 GJ0691
 GJ0691|---------------------------------------------------------------------|
 GJ0691| PID    Reference Object                     Distance      Geod. Az  |
 GJ0691|                                                           dddmmss.s |
 GJ0691| GJ0335 U 81                                 35.796 METERS 02054     |
 GJ0691| GJ0685 WOODWARD BUTCHER TRU VUE MAST       APPROX.11.1 KM 0962833.7 |
 GJ0691| GJ0686 WOODWARD TOM MOORE RADIO MAST       APPROX.10.8 KM 1035641.9 |
 GJ0691| GJ0684 WOODWARD SCHLUMBERGER RAD MAST      APPROX.12.4 KM 1101926.4 |
 GJ0691| CL3774 PORT RM 1                            30.882 METERS 11225     |
 GJ0691| GJ0688 BRYAN JACKSON RADIO MAST            APPROX. 5.2 KM 1373539.0 |
 GJ0691| GJ0690 WOODWARD MUN AIRPORT BEACON         345.456 METERS 17637     |
 GJ0691| CL3773 PORT AZ MK                                         1892011.2 |
 GJ0691|---------------------------------------------------------------------|
 GJ0691
 GJ0691                          SUPERSEDED SURVEY CONTROL
 GJ0691
 GJ0691  NAD 83(1986)-  36 26 12.84333(N)    099 31 05.38780(W) AD(       ) 2
 GJ0691  NAD 27      -  36 26 12.71000(N)    099 31 03.98334(W) AD(       ) 2
 GJ0691  NGVD 29             660.69   (m)         2167.6    (f) LEVELING    3  
 GJ0691
 GJ0691.Superseded values are not recommended for survey control.
 GJ0691
 GJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0691.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0691
 GJ0691_MARKER: DS = TRIANGULATION STATION DISK
 GJ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0691_STAMPING: PORT 1963
 GJ0691_MARK LOGO: CGS
 GJ0691_PROJECTION: FLUSH
 GJ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0691+STABILITY: SURFACE MOTION
 GJ0691
 GJ0691  HISTORY     - Date     Condition        Report By
 GJ0691  HISTORY     - 1963     MONUMENTED       CGS
 GJ0691
 GJ0691                          STATION DESCRIPTION
 GJ0691
 GJ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0691'THE STATION IS ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF SUPPLY, 7 MILES
 GJ0691'WEST OF WOODWARD, 7-1/2 MILES NORTHEAST OF FARGO AND NEAR THE EAST
 GJ0691'EDGE OF THE RUN-WAY OF THE WOODWARD MUNICIPAL AIRPORT.
 GJ0691'
 GJ0691'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN WOODWARD, GO
 GJ0691'WEST ON U. S. HIGHWAYS 270, 183 AND STATE HIGHWAYS 15 AND 3 FOR 1.9
 GJ0691'MILES TO WHERE STATE HIGHWAY 15 CONTINUES STRAIGHT AHEAD AND THE
 GJ0691'OTHER HIGHWAYS TURN TO THE RIGHT, NORTH.  CONTINUE AHEAD, WEST, ON
 GJ0691'HIGHWAY 15 FOR 3.8 MILES TO WHERE THE HIGHWAY TURNS TO THE LEFT,
 GJ0691'SOUTH.  CONTINUE STRAIGHT AHEAD, WEST, ON GRAVELED ROAD FOR 1.5
 GJ0691'MILES TO THE WOODWARD MUNICIPAL AIRPORT.  TURN RIGHT JUST AFTER
 GJ0691'PASSING THE WATER TOWER AND GO NORTH ON PAVED ROAD FOR 0.2 MILE TO
 GJ0691'A CROSSROADS, TURN LEFT, WEST, FOR 0.05 MILE TO THE STATION ON THE
 GJ0691'RIGHT.
 GJ0691'
 GJ0691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE EAST SIDE
 GJ0691'OF THE RUN-WAY FOR 0.25 MILE TO THE END OF THE RUN-WAY AT AN
 GJ0691'EAST-WEST FENCE LINE, TURN RIGHT, WEST, FOR 0.05 MILE TO THE MARK IN
 GJ0691'A FENCE CORNER.
 GJ0691'
 GJ0691'THE STATION MARK IS A STANDARD DISK, STAMPED PORT 1963, SET IN THE
 GJ0691'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0691'104 FEET NORTHWEST OF A POWER LINE POLE, 88 FEET NORTH OF THE
 GJ0691'CENTERLINE OF AN EAST-WEST PAVED ROAD, 34 FEET EAST OF THE EAST
 GJ0691'EDGE OF THE RUN-WAY AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST.
 GJ0691'
 GJ0691'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PORT NO 1 1963, SET IN
 GJ0691'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0691'IS 130 FEET EAST OF THE EAST EDGE OF THE RUN-WAY, 53 FEET NORTH OF
 GJ0691'THE CENTERLINE OF THE PAVED ROAD, 2 FEET WEST OF A POWER LINE POLE
 GJ0691'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0691'
 GJ0691'BENCH MARK U 81 IS A STANDARD DISK, STAMPED U 81 1945, CEMENTED IN A
 GJ0691'DRILL HOLE IN THE TOP OF A 15 INCH SQUARE CONCRETE POST PROJECTING 8
 GJ0691'INCHES AND WHICH IS THE FOUNDATION OF THE SOUTHWEST LEG OF AN OLD
 GJ0691'ABANDONED CONTROL TOWER.  IT IS 158 FEET NORTH-NORTHWEST OF A
 GJ0691'POWER LINE POLE, 98 FEET NORTH OF THE CENTERLINE OF THE PAVED
 GJ0691'ROAD, 74 FEET EAST OF THE EAST EDGE OF THE RUN-WAY AND ABOUT
 GJ0691'THE SAME ELEVATION AS THE STATION.
 GJ0691'
 GJ0691'AZIMUTH MARK IS A STANDARD DISK, STAMPED PORT 1963, SET IN THE TOP
 GJ0691'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 48
 GJ0691'FEET SOUTH OF THE SOUTH EDGE OF THE RUN-WAY, 53 FEET EAST OF THE
 GJ0691'EAST EDGE OF THE RUN-WAY, 4.8 FEET NORTH OF A FENCE CORNER POST AND
 GJ0691'4.5 FEET NORTH OF A METAL WITNESS POST.
 GJ0691'
 GJ0691'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0235 ***********************************************************************
 EM0235  DESIGNATION -  PORT RM 2
 EM0235  PID         -  EM0235
 EM0235  STATE/COUNTY-  OK/JACKSON
 EM0235  COUNTRY     -  US
 EM0235  USGS QUAD   -  ALTUS (2018)
 EM0235
 EM0235                         *CURRENT SURVEY CONTROL
 EM0235  ______________________________________________________________________
 EM0235* NAD 83(1986) POSITION- 34 39 22.71   (N) 099 16 43.24   (W)   HD_HELD1
 EM0235* NAVD 88 ORTHO HEIGHT -   412.951 (meters)     1354.82  (feet) ADJUSTED
 EM0235  ______________________________________________________________________
 EM0235  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 EM0235  DYNAMIC HEIGHT  -        412.513 (meters)     1353.39  (feet) COMP
 EM0235  MODELED GRAVITY -    979,562.7   (mgal)                       NAVD 88
 EM0235
 EM0235  VERT ORDER      -  FIRST     CLASS II
 EM0235
 EM0235.The horizontal coordinates were determined by differentially corrected
 EM0235.hand held GPS observations or other comparable positioning techniques
 EM0235.and have an estimated accuracy of +/- 3 meters.
 EM0235
 EM0235.The orthometric height was determined by differential leveling and
 EM0235.adjusted by the NATIONAL GEODETIC SURVEY
 EM0235.in June 1991.
 EM0235
 EM0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0235.GEOID18 height accuracy estimate available here.
 EM0235
 EM0235.Click photographs - Photos may exist for this station.
 EM0235
 EM0235.The dynamic height is computed by dividing the NAVD 88
 EM0235.geopotential number by the normal gravity value computed on the
 EM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0235.degrees latitude (g = 980.6199 gals.).
 EM0235
 EM0235.The modeled gravity was interpolated from observed gravity values.
 EM0235
 EM0235;                    North         East    Units  Estimated Accuracy
 EM0235;SPC OK S     -   147,491.3     482,796.4     MT  (+/- 3 meters HH1 GPS) 
 EM0235
 EM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7446434965(NAD 83)
 EM0235
 EM0235                          SUPERSEDED SURVEY CONTROL
 EM0235
 EM0235  NGVD 29 (??/??/92)  412.798  (m)         1354.32   (f) ADJ UNCH    1 2
 EM0235
 EM0235.Superseded values are not recommended for survey control.
 EM0235
 EM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0235.See file dsdata.pdf to determine how the superseded data were derived.
 EM0235
 EM0235_MARKER: DB = BENCH MARK DISK
 EM0235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0235_SP_SET: SLAB
 EM0235_STAMPING: PORT NO 2 1948
 EM0235_MARK LOGO: CGS
 EM0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0235
 EM0235  HISTORY     - Date     Condition        Report By
 EM0235  HISTORY     - 1948     MONUMENTED       CGS
 EM0235  HISTORY     - 1956     GOOD             CGS
 EM0235  HISTORY     - 1956     GOOD             USGS
 EM0235  HISTORY     - 1963     GOOD             CGS
 EM0235
 EM0235                          STATION DESCRIPTION
 EM0235
 EM0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EM0235'5.1 MI NE FROM ALTUS.
 EM0235'3.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 EM0235'STATION AT ALTUS, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD, THENCE 0.1
 EM0235'MILE WEST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG A PAVED
 EM0235'ROAD, THENCE 0.2 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 0.5 MILE
 EM0235'NORTH ACROSS THE AIRPORT, AT THE ALTUS AIR FORCE BASE, 25 FEET NORTH
 EM0235'OF THE NORTHEAST CORNER OF BUILDING T-138, 30 FEET SOUTH OF THE CENTER
 EM0235'LINE OF AN OILED EAST AND WEST STREET, SET IN THE TOP OF THE CONCRETE
 EM0235'SLAB.
 EM0235
 EM0235                          STATION RECOVERY (1956)
 EM0235
 EM0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EM0235'TO REACH FROM THE INTERSECTION OF MAIN STREET AND BROADWAY STREET IN
 EM0235'ALTUS, PROCEED EAST FOR 2 MILES, THENCE NORTH FOR 0.8 MILE AND BEAR
 EM0235'RIGHT THEN FOLLOW PAVED ROAD THROUGH THE MAIN GATE (ALTUS AFB) AROUND
 EM0235'TRAFFIC CIRCLE AND PROCEED NORTH FOR 0.2 MILE, THEN TURN EAST FOR 0.5
 EM0235'MILE TO MARK ON THE RIGHT. THE MARK IS SOUTH OF THE BASE OPERATIONS
 EM0235'BUILDING AND NORTH OF THE CONTROL TOWER. THE MARK IS 31 FEET SOUTH OF
 EM0235'THE CENTERLINE OF E AVENUE, 76 FEET WEST OF CONCRETE RAMP, AND 5 FEET
 EM0235'EAST OF A CURB.
 EM0235
 EM0235                          STATION RECOVERY (1963)
 EM0235
 EM0235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0687 ***********************************************************************
 EM0687  DESIGNATION -  PORTER
 EM0687  PID         -  EM0687
 EM0687  STATE/COUNTY-  OK/COMANCHE
 EM0687  COUNTRY     -  US
 EM0687  USGS QUAD   -  RICHARDS SPUR (2018)
 EM0687
 EM0687                         *CURRENT SURVEY CONTROL
 EM0687  ______________________________________________________________________
 EM0687* NAD 83(1993) POSITION- 34 46 56.92463(N) 098 23 25.82977(W)   ADJUSTED
 EM0687* NAVD 88 ORTHO HEIGHT -   390.5   (meters)     1281.    (feet) VERTCON3
 EM0687  ______________________________________________________________________
 EM0687  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 EM0687  LAPLACE CORR    -         -4.62  (seconds)                    DEFLEC18
 EM0687  HORZ ORDER      -  THIRD
 EM0687
 EM0687.The horizontal coordinates were established by classical geodetic methods
 EM0687.and adjusted by the National Geodetic Survey in November 1994.
 EM0687
 EM0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0687
 EM0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0687.GEOID18 height accuracy estimate available here.
 EM0687
 EM0687.Click photographs - Photos may exist for this station.
 EM0687
 EM0687.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0687
 EM0687. The following values were computed from the NAD 83(1993) position.
 EM0687
 EM0687;                    North         East     Units Scale Factor Converg.
 EM0687;SPC OK S     -   160,814.063   564,259.299   MT  0.99994191   -0 13 18.0
 EM0687;SPC OK S     -   527,604.14  1,851,240.72   sFT  0.99994191   -0 13 18.0
 EM0687;UTM  14      - 3,849,090.455   555,764.279   MT  0.99963833   +0 20 51.7
 EM0687
 EM0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0687!SPC OK S     -   0.99994278  x   0.99994191  =   0.99988470
 EM0687!UTM  14      -   0.99994278  x   0.99963833  =   0.99958113
 EM0687
 EM0687:                Primary Azimuth Mark                     Grid Az
 EM0687:SPC OK S     -  FLETCHER MUNICIPAL TANK                  070 42 25.0
 EM0687:UTM  14      -  FLETCHER MUNICIPAL TANK                  070 08 15.3
 EM0687
 EM0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5576449090(NAD 83)
 EM0687
 EM0687|---------------------------------------------------------------------|
 EM0687| PID    Reference Object                     Distance      Geod. Az  |
 EM0687|                                                           dddmmss.s |
 EM0687| CX7968 PORTER RM 1                          12.549 METERS 00712     |
 EM0687| EM0579 FLETCHER MUNICIPAL TANK             APPROX.14.4 KM 0702907.0 |
 EM0687| CX7970 PORTER RM 3                           8.177 METERS 09143     |
 EM0687| CX7967 PORTER AZ MK                                       1494708.1 |
 EM0687| CX7969 PORTER RM 2                           5.973 METERS 26815     |
 EM0687|---------------------------------------------------------------------|
 EM0687
 EM0687                          SUPERSEDED SURVEY CONTROL
 EM0687
 EM0687  NAD 83(1986)-  34 46 56.92946(N)    098 23 25.81465(W) AD(       ) 3
 EM0687  NAD 27      -  34 46 56.68200(N)    098 23 24.61900(W) AD(       ) 3
 EM0687  NGVD 29 (07/19/86)  390.4    (m)         1281.     (f) VERT ANG       
 EM0687
 EM0687.Superseded values are not recommended for survey control.
 EM0687
 EM0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0687.See file dsdata.pdf to determine how the superseded data were derived.
 EM0687
 EM0687_MARKER: DS = TRIANGULATION STATION DISK
 EM0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0687_STAMPING: PORTER 1947
 EM0687_MARK LOGO: CGS
 EM0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0687+STABILITY: SURFACE MOTION
 EM0687
 EM0687  HISTORY     - Date     Condition        Report By
 EM0687  HISTORY     - 1947     MONUMENTED       CGS
 EM0687  HISTORY     - 1963     GOOD             CGS
 EM0687  HISTORY     - 1967     GOOD             CGS
 EM0687  HISTORY     - 1970     GOOD             NGS
 EM0687  HISTORY     - 1971     GOOD             OKDH
 EM0687  HISTORY     - 1976     GOOD             OKDH
 EM0687  HISTORY     - 1986     GOOD             DMA
 EM0687  HISTORY     - 19951215 GOOD             OKDOT
 EM0687  HISTORY     - 20000202 GOOD             LOCSUR
 EM0687  HISTORY     - 20120817 MARK NOT FOUND   INDIV
 EM0687
 EM0687                          STATION DESCRIPTION
 EM0687
 EM0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0687'THE STATION IS LOCATED ABOUT 12.5 MILES NORTH OF LAWTON, 0.2 MILE
 EM0687'WEST OF THE VILLAGE OF PORTER HILL, 33 FEET NORTH OF THE CENTER
 EM0687'OF A GRADED ROAD, 6.5 FEET WEST OF A T FENCE INTERSECTION AND 5.0
 EM0687'FEET WEST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 EM0687'PORTER 1947.
 EM0687'
 EM0687'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND IS
 EM0687'41.0 FEET NORTH OF A T FENCE INTERSECTION.  IT PROJECTS 12
 EM0687'INCHES AND IS STAMPED PORTER NO 1 1947.
 EM0687'
 EM0687'REFERENCE MARK NO. 2 IS 33.0 FEET NORTH OF THE CENTER OF A GRADED
 EM0687'ROAD AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS
 EM0687'6 INCHES AND IS STAMPED PORTER NO 2 1947.
 EM0687'
 EM0687'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAYS
 EM0687'NO. 277 AND NO. 281, 42 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EM0687'NO. 277, 1.5 FEET NORTH OF A WITNESS POST, AND 1.0 FOOT WEST OF A
 EM0687'NORTH-SOUTH FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED
 EM0687'PORTER 1947.
 EM0687'
 EM0687'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 EM0687'NO. 277 AND NO. 281 IN THE VILLAGE OF PORTER HILL, GO WEST ON
 EM0687'GRADED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 EM0687'DESCRIBED.
 EM0687'
 EM0687'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 EM0687'ROAD FOR 0.2 MILE, TURN RIGHT ON U.S. HIGHWAY NO. 277 AND GO
 EM0687'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EM0687'
 EM0687'A 4 FOOT SIGNAL AT FRISCO IS VISIBLE AT 5 FEET.
 EM0687'
 EM0687'A 4 FOOT SIGNAL AT DODGE IS VISIBLE AT 5 FEET.
 EM0687'
 EM0687'A 4 FOOT SIGNAL AT CHANDLER IS VISIBLE AT 4 FEET.
 EM0687'
 EM0687'A 4 FOOT SIGNAL AT MT. SCOTT IS VISIBLE AT 4 FEET.
 EM0687
 EM0687                          STATION RECOVERY (1963)
 EM0687
 EM0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0687'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD
 EM0687'CONDITION.  THE MARKS ARE STAMPED PORTER 1947.  THE STATION
 EM0687'MARK IS 31.5 FEET NORTH OF THE CENTER OF THE ROAD, 49.0 FEET
 EM0687'EAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF THE FENCE LINE AND
 EM0687'5.0 FEET WEST OF THE OLD WITNESS POST.
 EM0687'
 EM0687'REFERENCE MARK NO. 2 WEST OF THE STATION, 19.0 FEET EAST OF A
 EM0687'TELEPHONE POLE AND IN THE FENCE LINE.
 EM0687'
 EM0687'REFERENCE MARK NO. 1, NORTH OF THE STATION IN A CULTIVATED
 EM0687'FIELD, THE MARK HAS BEEN STRUCK BY HEAVY MACHINERY AND IS
 EM0687'LEANING.
 EM0687'
 EM0687'THE AZIMUTH MARK WAS FOUND LYING ON TOP OF THE GROUND NEAR ITS
 EM0687'ORIGIONAL POSITION ALONG THE SIDE OF THE HIGHWAY.
 EM0687'
 EM0687'TO REACH IS ENTIRELY ADEQUATE.
 EM0687
 EM0687                          STATION RECOVERY (1967)
 EM0687
 EM0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EM0687'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 EM0687'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 EM0687'DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS
 EM0687'TIME.
 EM0687'
 EM0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12.5
 EM0687'MILES NORTH OF LAWTON, OKLA.
 EM0687
 EM0687                          STATION RECOVERY (1970)
 EM0687
 EM0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0687'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 EM0687'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 EM0687'DESTROYED.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 EM0687'CONSTRUCTION.  STATION FRISCO AND OTHER STATIONS ARE VISIBLE AT
 EM0687'STATION AND ALSO INTERSECTION STATIONS CAN BE USED AS NATURAL
 EM0687'AZIMUTH SO A NEW AZIMUTH MARK WAS NOT SET.  THE DISTANCE TO
 EM0687'REFERENCE MARK NO. 2 WAS FOUND TO BE -0.07 FEET SHORTER THAN
 EM0687'THE OLD DISTANCE.
 EM0687'
 EM0687'THE OLD REFERENCE MARK WAS RESET AND USED AS NO. 3.
 EM0687'
 EM0687'FOLLOWING IS A NEW DESCRIPTION.
 EM0687'
 EM0687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277, 281
 EM0687'AND STATE HIGHWAY 63 IN THE VILLAGE OF PORTER HILL, GO WEST
 EM0687'ON A BLACKTOP ROAD FOR 0.2 MILE TO A POINT WHERE THE POWERLINE
 EM0687'CROSSES THE ROAD AND THE STATION ON THE RIGHT.
 EM0687'
 EM0687'STATION MARK, A STANDARD DISK STAMPED PORTER 1947, IS SET IN
 EM0687'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 EM0687'SURFACE OF THE GROUND.  IT IS 33 FEET NORTH OF THE CENTER OF THE
 EM0687'BLACKTOP ROAD, 14.5 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE,
 EM0687'5 FEET WEST OF A WOODEN WITNESS POST, 1 FOOT NORTH OF A FENCE,
 EM0687'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 EM0687'STATION MARK WAS NOT INSPECTED.
 EM0687'
 EM0687'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PORTER NO. 2 1947,
 EM0687'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 EM0687'INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF THE ROAD, 29.5 FEET
 EM0687'SOUTHWEST OF THE POWERLINE POLE, AND 1 FOOT NORTH OF THE FENCE.
 EM0687'
 EM0687'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PORTER 1947 NO. 3
 EM0687'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EM0687'PROJECTS 3 INCHES.  IT IS 32.5 FEET NORTH OF THE CENTER OF THE
 EM0687'ROAD, 26.5 FEET SOUTHEAST OF THE POWERLINE POLE, AND 1 FOOT NORTH
 EM0687'OF THE FENCE.  (THIS MARK IS THE OLD CONCRETE POST FOR REFERENCE
 EM0687'MARK NO. 1 AND PART OF THE DISK HAS BEEN SHEARED OFF.)
 EM0687'
 EM0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12-1/2
 EM0687'MILES NORTH OF LAWTON.
 EM0687
 EM0687                          STATION RECOVERY (1971)
 EM0687
 EM0687'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0687'PORTER 1947-RECOVERED IN GOOD CONDITION.
 EM0687'
 EM0687'PORTER AZIMUTH 1947-DESTROYED.
 EM0687'
 EM0687'PORTER R.M. 1 1947-DESTROYED.
 EM0687'
 EM0687'PORTER R.M. 2 1947-RECOVERED IN GOOD CONDITION.
 EM0687'
 EM0687'DESCRIPTION IS ADEQUATE.
 EM0687
 EM0687                          STATION RECOVERY (1976)
 EM0687
 EM0687'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EM0687'STATION RECOVERED GOOD CONDITION.
 EM0687'
 EM0687'AZ. MARK DESTROYED.
 EM0687'
 EM0687'REF. MARKS ALL REF. MARKS DESTROYED.
 EM0687'
 EM0687'DISTANCE AND DIRECTION FROM NEAREST TOWN--12.5 MILES NORTH OF
 EM0687'LAWTON.
 EM0687
 EM0687                          STATION RECOVERY (1986)
 EM0687
 EM0687'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DS)
 EM0687'RECOVERED IN GOOD CONDITION.
 EM0687
 EM0687                          STATION RECOVERY (1995)
 EM0687
 EM0687'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 EM0687'FROM THE JUNCTION OF US 277 AND US 62 IN PORTER HILL, GO WEST ON A
 EM0687'PAVED SECTION LINE ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE
 EM0687'RIGHT, 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF THE SECTION LINE
 EM0687'ROAD, 12.2.  M (40.0 FT) WEST OF A POWER POLE, 1.6 M (5.2 FT) WEST OF
 EM0687'A STEEL WITNESS POST, 0.4 M (1.3 FT) EAST OF A CARSONITE WITNESS POST,
 EM0687'0.2 M (0.7 FT) SOUTH OF A E-W FENCE, MARK IS FLUSH WITH THE SURFACE.
 EM0687'UNDERGROUND STATION MARK WAS NOT INSPECTED.
 EM0687
 EM0687                          STATION RECOVERY (2000)
 EM0687
 EM0687'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0687'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0687'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0687'NO OBSTRUCTIONS.
 EM0687
 EM0687                          STATION RECOVERY (2012)
 EM0687
 EM0687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JF)
 EM0687'MONUMENT NOT FOUND- DESTROYED BY CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0902 ***********************************************************************
 EM0902  DESIGNATION -  PORTER
 EM0902  PID         -  EM0902
 EM0902  STATE/COUNTY-  OK/JACKSON
 EM0902  COUNTRY     -  US
 EM0902  USGS QUAD   -  ALTUS SE (2018)
 EM0902
 EM0902                         *CURRENT SURVEY CONTROL
 EM0902  ______________________________________________________________________
 EM0902* NAD 83(1993) POSITION- 34 33 03.62282(N) 099 20 01.51649(W)   ADJUSTED
 EM0902* NAVD 88 ORTHO HEIGHT -   411.20  (+/-2cm)     1349.1   (feet) VERTCON3
 EM0902  ______________________________________________________________________
 EM0902  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 EM0902  LAPLACE CORR    -          4.03  (seconds)                    DEFLEC18
 EM0902  HORZ ORDER      -  THIRD
 EM0902  VERT ORDER      -  THIRD ? (See Below)
 EM0902
 EM0902.The horizontal coordinates were established by classical geodetic methods
 EM0902.and adjusted by the National Geodetic Survey in November 1994.
 EM0902
 EM0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0902
 EM0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0902.GEOID18 height accuracy estimate available here.
 EM0902
 EM0902.The vertical order pertains to the NGVD 29 superseded value.
 EM0902
 EM0902.Click photographs - Photos may exist for this station.
 EM0902
 EM0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0902
 EM0902. The following values were computed from the NAD 83(1993) position.
 EM0902
 EM0902;                    North         East     Units Scale Factor Converg.
 EM0902;SPC OK S     -   135,876.921   477,594.040   MT  0.99993611   -0 45 25.4
 EM0902;SPC OK S     -   445,789.53  1,566,906.45   sFT  0.99993611   -0 45 25.4
 EM0902;SPC TXNC     - 2,320,188.784   523,458.976   MT  1.00021547   -0 27 17.0
 EM0902;SPC TXNC     - 7,612,152.70  1,717,381.66   sFT  1.00021547   -0 27 17.0
 EM0902;UTM  14      - 3,823,303.797   469,378.857   MT  0.99961156   -0 11 21.4
 EM0902
 EM0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0902!SPC OK S     -   0.99993978  x   0.99993611  =   0.99987590
 EM0902!SPC TXNC     -   0.99993978  x   1.00021547  =   1.00015524
 EM0902!UTM  14      -   0.99993978  x   0.99961156  =   0.99955137
 EM0902
 EM0902:                Primary Azimuth Mark                     Grid Az
 EM0902:SPC OK S     -  PORTER AZ MK                             358 12 41.4
 EM0902:SPC TXNC     -  PORTER AZ MK                             357 54 33.0
 EM0902:UTM  14      -  PORTER AZ MK                             357 38 37.4
 EM0902
 EM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6937823303(NAD 83)
 EM0902
 EM0902|---------------------------------------------------------------------|
 EM0902| PID    Reference Object                     Distance      Geod. Az  |
 EM0902|                                                           dddmmss.s |
 EM0902| CX7972 PORTER RM 1                          21.750 METERS 13550     |
 EM0902| CX7973 PORTER RM 2                          15.770 METERS 21622     |
 EM0902| EM0907 OLUSTEE CITY WATER TANK             APPROX. 8.0 KM 2675244.2 |
 EM0902| CX7971 PORTER AZ MK                                       3572716.0 |
 EM0902|---------------------------------------------------------------------|
 EM0902
 EM0902                          SUPERSEDED SURVEY CONTROL
 EM0902
 EM0902  NAD 83(1986)-  34 33 03.63030(N)    099 20 01.50842(W) AD(       ) 3
 EM0902  NAD 27      -  34 33 03.36400(N)    099 20 00.19800(W) AD(       ) 3
 EM0902  NGVD 29             411.02   (m)         1348.5    (f) LEVELING    3  
 EM0902
 EM0902.Superseded values are not recommended for survey control.
 EM0902
 EM0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0902.See file dsdata.pdf to determine how the superseded data were derived.
 EM0902
 EM0902_MARKER: DS = TRIANGULATION STATION DISK
 EM0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0902_STAMPING: PORTER 1948
 EM0902_MARK LOGO: CGS
 EM0902_PROJECTION: FLUSH
 EM0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0902+STABILITY: SURFACE MOTION
 EM0902
 EM0902  HISTORY     - Date     Condition        Report By
 EM0902  HISTORY     - 1948     MONUMENTED       CGS
 EM0902  HISTORY     - 1957     GOOD             CGS
 EM0902  HISTORY     - 1962     GOOD             USGS
 EM0902  HISTORY     - 1963     GOOD             CGS
 EM0902
 EM0902                          STATION DESCRIPTION
 EM0902
 EM0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0902'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF ALTUS.  IT IS IN
 EM0902'THE NORTHEAST ANGLE OF A CROSSROAD AND THE SOUTHWEST CORNER
 EM0902'OF A SCHOOL GROUNDS.  IT IS 47 FEET EAST OF THE CENTER OF U.S.
 EM0902'HIGHWAY 283 AND 76 FEET WEST OF THE SOUTHWEST CORNER OF THE
 EM0902'SCHOOL HOUSE.  IT IS STAMPED PORTER 1948 AND IS FLUSH WITH
 EM0902'THE SURFACE OF THE GROUND.
 EM0902'
 EM0902'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF AN
 EM0902'EAST-WEST DIRT ROAD AND 67 FEET SOUTH OF THE SOUTHWEST CORNER
 EM0902'OF THE SCHOOL BUILDING.  IT IS STAMPED PORTER NO 1 1948 AND
 EM0902'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0902'
 EM0902'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE CENTER OF U.S.
 EM0902'HIGHWAY 283 AND IS SET IN A DRILL HOLE IN THE EAST HEADWALL
 EM0902'OF A CONCRETE CULVERT.  IT IS STAMPED PORTER NO 2 1948.
 EM0902'
 EM0902'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 EM0902'283, 8 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2.5 FEET
 EM0902'SOUTH OF TELEPHONE POLE NO. 105.  IT IS STAMPED PORTER 1948 AND
 EM0902'PROJECTS 7 INCHES.
 EM0902'
 EM0902'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 283
 EM0902'AND 62, AT THE SOUTHEAST CORNER OF THE SQUARE IN ALTUS, GO
 EM0902'SOUTH FOR 5.55 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 EM0902'DESCRIBED.  CONTINUE FOR 0.5 MILE TO THE CROSSROADS AND THE
 EM0902'STATION ON THE LEFT AS DESCRIBED.
 EM0902'
 EM0902'A 4 FOOT SIGNAL AT HESS 1923 IS VISIBLE AT 4 FEET.
 EM0902'
 EM0902'A 4 FOOT SIGNAL AT BUTTE 1923 IS VISIBLE AT 4 FEET.
 EM0902
 EM0902                          STATION RECOVERY (1957)
 EM0902
 EM0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0902'STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.  THE SCHOOL
 EM0902'HOUSE HAS BEEN REMOVED AND THE MARKS ARE NOW IN A BARN YARD.
 EM0902
 EM0902                          STATION RECOVERY (1962)
 EM0902
 EM0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0902'STATION AND AZIMUTH MARKS AND R.M. 1 AND 2 FOUND IN GOOD
 EM0902'CONDITION.  LOCATED IN T 1 N, R 20 W, SECS. 17, 18, 19, 20.  87
 EM0902'FEET N AND 50 FEET E AND 0.1 FOOT ABOVE INTERSECTION OF U.S. HWY
 EM0902'283 AND E-W CROSS ROAD.  SET IN CONCRETE POST FLUSH WITH GROUND A
 EM0902'STANDARD DISK STAMPED PORTER 1948 BM 1348.4.
 EM0902'
 EM0902'R.M. 1 IS 71 FEET SE OF STATION, 33 FEET N AND 99 FEET E OF
 EM0902'INTERSECTION OF U.S. HWY 283 AND E-W CROSS ROADS, SET IN CONCRETE
 EM0902'POST, FLUSH WITH GROUND AND STAMPED PORTER NO 1 1948.
 EM0902'
 EM0902'R.M. 2 IS 52 FEET SW OF STATION, 44 FEET N AND 19 FEET E OF
 EM0902'INTERSECTION OF U.S. HWY 283 AND E-W CROSS ROADS, SET IN CONCRETE
 EM0902'HEADWALL FOR CULVERT, A STANDARD DISK STAMPED PORTER NO 2 1948.
 EM0902'
 EM0902'AZIMUTH MARK IS 153 FEET S, 49 FEET W AND 1.1 FEET BELOW U.S.
 EM0902'HWY 283 FROM INTERSECTION OF A FIELD DRIVE WEST, 65 FEET N
 EM0902'OF A TELEPHONE POLE, 1 FOOT E OF ROW FENCE, SET IN CONCRETE
 EM0902'POST FLUSH WITH GROUND, STANDARD DISK STAMPED PORTER 1948 BM
 EM0902'1349.9.
 EM0902'
 EM0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 EM0902'S OF ALTUS
 EM0902
 EM0902                          STATION RECOVERY (1963)
 EM0902
 EM0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0902'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EM0902'THE SCHOOL HOUSE HAS BEEN REMOVED AND A LARGE OVAL-ROOF METAL
 EM0902'BUILDING NOW STANDS IN THE APPROXIMATE LOCATION OF THE OLD SCHOOL
 EM0902'HOUSE.  THE STATION MARK IS 72 FEET WEST AND 11.5 FEET SOUTH
 EM0902'OF THE SOUTHWEST CORNER OF THE OVAL-ROOF METAL BUILDING.
 EM0902'
 EM0902'ROUTE TO REACH THE STATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1140 ***********************************************************************
 FH1140  DESIGNATION -  PORTER BLACK WATER TANK
 FH1140  PID         -  FH1140
 FH1140  STATE/COUNTY-  OK/WAGONER
 FH1140  COUNTRY     -  US
 FH1140  USGS QUAD   -  TAFT (2018)
 FH1140
 FH1140                         *CURRENT SURVEY CONTROL
 FH1140  ______________________________________________________________________
 FH1140* NAD 83(1993) POSITION- 35 51 55.58602(N) 095 31 23.38004(W)   ADJUSTED
 FH1140  ______________________________________________________________________
 FH1140  GEOID HEIGHT    -        -29.377 (meters)                     GEOID18
 FH1140  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FH1140  HORZ ORDER      -  THIRD
 FH1140
 FH1140.The horizontal coordinates were established by classical geodetic methods
 FH1140.and adjusted by the National Geodetic Survey in November 1994.
 FH1140
 FH1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1140.GEOID18 height accuracy estimate available here.
 FH1140
 FH1140.Click photographs - Photos may exist for this station.
 FH1140
 FH1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1140
 FH1140. The following values were computed from the NAD 83(1993) position.
 FH1140
 FH1140;                    North         East     Units Scale Factor Converg.
 FH1140;SPC OK N     -    98,876.032   823,666.300   MT  0.99995922   +1 27 42.1
 FH1140;SPC OK N     -   324,395.78  2,702,311.85   sFT  0.99995922   +1 27 42.1
 FH1140;UTM  15      - 3,971,964.036   272,184.518   MT  1.00023957   -1 28 44.1
 FH1140
 FH1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7218471964(NAD 83)
 FH1140
 FH1140                          SUPERSEDED SURVEY CONTROL
 FH1140
 FH1140  NAD 83(1986)-  35 51 55.60891(N)    095 31 23.36583(W) AD(       ) 3
 FH1140  NAD 27      -  35 51 55.24600(N)    095 31 22.45300(W) AD(       ) 3
 FH1140
 FH1140.Superseded values are not recommended for survey control.
 FH1140
 FH1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1140.See file dsdata.pdf to determine how the superseded data were derived.
 FH1140
 FH1140_MARKER: 53 = ELEVATED TANK
 FH1140
 FH1140  HISTORY     - Date     Condition        Report By
 FH1140  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1140  HISTORY     - 1940     GOOD             CGS
 FH1140
 FH1140                          STATION DESCRIPTION
 FH1140
 FH1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1140'POINT OBSERVED UPON WAS THE FINIAL OF THE PORTER MUNICIPAL
 FH1140'WATER TANK.  THIS IS AN ELEVATED BLACK STEEL STRUCTURE.
 FH1140'IT IS APPROXIMATELY 90 FEET TO THE BASE OF THE TANK AND 30
 FH1140'FEET FROM BASE TO FINIAL.  THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1138 ***********************************************************************
 FH1138  DESIGNATION -  PORTER HIGH SCHOOL BRICK STACK
 FH1138  PID         -  FH1138
 FH1138  STATE/COUNTY-  OK/WAGONER
 FH1138  COUNTRY     -  US
 FH1138  USGS QUAD   -  TAFT (2018)
 FH1138
 FH1138                         *CURRENT SURVEY CONTROL
 FH1138  ______________________________________________________________________
 FH1138* NAD 83(1993) POSITION- 35 52 14.14664(N) 095 31 18.72911(W)   ADJUSTED
 FH1138  ______________________________________________________________________
 FH1138  GEOID HEIGHT    -        -29.373 (meters)                     GEOID18
 FH1138  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 FH1138  HORZ ORDER      -  THIRD
 FH1138
 FH1138.The horizontal coordinates were established by classical geodetic methods
 FH1138.and adjusted by the National Geodetic Survey in November 1994.
 FH1138
 FH1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1138.GEOID18 height accuracy estimate available here.
 FH1138
 FH1138.Click photographs - Photos may exist for this station.
 FH1138
 FH1138.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1138
 FH1138. The following values were computed from the NAD 83(1993) position.
 FH1138
 FH1138;                    North         East     Units Scale Factor Converg.
 FH1138;SPC OK N     -    99,450.861   823,768.340   MT  0.99995875   +1 27 44.9
 FH1138;SPC OK N     -   326,281.70  2,702,646.63   sFT  0.99995875   +1 27 44.9
 FH1138;UTM  15      - 3,972,533.032   272,315.950   MT  1.00023883   -1 28 42.0
 FH1138
 FH1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7231572533(NAD 83)
 FH1138
 FH1138                          SUPERSEDED SURVEY CONTROL
 FH1138
 FH1138  NAD 83(1986)-  35 52 14.16953(N)    095 31 18.71488(W) AD(       ) 3
 FH1138  NAD 27      -  35 52 13.81000(N)    095 31 17.80000(W) AD(       ) 3
 FH1138
 FH1138.Superseded values are not recommended for survey control.
 FH1138
 FH1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1138.See file dsdata.pdf to determine how the superseded data were derived.
 FH1138
 FH1138_MARKER: 63 = STACK
 FH1138
 FH1138  HISTORY     - Date     Condition        Report By
 FH1138  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1138
 FH1138                          STATION DESCRIPTION
 FH1138
 FH1138'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1120 ***********************************************************************
 FH1120  DESIGNATION -  PORUM
 FH1120  PID         -  FH1120
 FH1120  STATE/COUNTY-  OK/MUSKOGEE
 FH1120  COUNTRY     -  US
 FH1120  USGS QUAD   -  PORUM (2018)
 FH1120
 FH1120                         *CURRENT SURVEY CONTROL
 FH1120  ______________________________________________________________________
 FH1120* NAD 83(1993) POSITION- 35 21 13.97426(N) 095 17 25.09928(W)   ADJUSTED
 FH1120* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 FH1120  ______________________________________________________________________
 FH1120  GEOID HEIGHT    -        -30.193 (meters)                     GEOID18
 FH1120  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 FH1120  HORZ ORDER      -  FIRST
 FH1120
 FH1120.The horizontal coordinates were established by classical geodetic methods
 FH1120.and adjusted by the National Geodetic Survey in November 1994.
 FH1120
 FH1120.The orthometric height was scaled from a topographic map.
 FH1120
 FH1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1120.GEOID18 height accuracy estimate available here.
 FH1120
 FH1120.Click photographs - Photos may exist for this station.
 FH1120
 FH1120.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1120
 FH1120. The following values were computed from the NAD 83(1993) position.
 FH1120
 FH1120;                    North         East     Units Scale Factor Converg.
 FH1120;SPC OK N     -    42,701.669   846,272.586   MT  1.00004543   +1 35 56.8
 FH1120;SPC OK N     -   140,097.06  2,776,479.31   sFT  1.00004543   +1 35 56.8
 FH1120;SPC OK S     -   227,441.523   846,270.207   MT  1.00002605   +1 32 17.0
 FH1120;SPC OK S     -   746,197.73  2,776,471.50   sFT  1.00002605   +1 32 17.0
 FH1120;UTM  15      - 3,914,695.841   291,891.151   MT  1.00013376   -1 19 32.5
 FH1120
 FH1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1120!SPC OK N     -   0.99995622  x   1.00004543  =   1.00000165
 FH1120!SPC OK S     -   0.99995622  x   1.00002605  =   0.99998227
 FH1120!UTM  15      -   0.99995622  x   1.00013376  =   1.00008998
 FH1120
 FH1120:                Primary Azimuth Mark                     Grid Az
 FH1120:SPC OK N     -  PORUM AZ MK                              060 44 19.5
 FH1120:SPC OK S     -  PORUM AZ MK                              060 47 59.3
 FH1120:UTM  15      -  PORUM AZ MK                              063 39 48.8
 FH1120
 FH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9189114695(NAD 83)
 FH1120
 FH1120|---------------------------------------------------------------------|
 FH1120| PID    Reference Object                     Distance      Geod. Az  |
 FH1120|                                                           dddmmss.s |
 FH1120| CI2051 PORUM RM 1                           12.645 METERS 05813     |
 FH1120| CI2050 PORUM AZ MK                                        0622016.3 |
 FH1120| FH1119 PORUM MUNICIPAL TANK                APPROX. 2.1 KM 0623241.6 |
 FH1120| CI2052 PORUM RM 2                           42.085 METERS 11811     |
 FH1120|---------------------------------------------------------------------|
 FH1120
 FH1120                          SUPERSEDED SURVEY CONTROL
 FH1120
 FH1120  NAD 83(1986)-  35 21 13.98854(N)    095 17 25.09010(W) AD(       ) 1
 FH1120  NAD 27      -  35 21 13.63900(N)    095 17 24.20100(W) AD(       ) 1
 FH1120
 FH1120.Superseded values are not recommended for survey control.
 FH1120
 FH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1120.See file dsdata.pdf to determine how the superseded data were derived.
 FH1120
 FH1120_MARKER: DS = TRIANGULATION STATION DISK
 FH1120_SETTING: 66 = SET IN ROCK OUTCROP
 FH1120_STAMPING: PORUM 1940
 FH1120_MARK LOGO: CGS
 FH1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1120+STABILITY: POSITION/ELEVATION WELL
 FH1120
 FH1120  HISTORY     - Date     Condition        Report By
 FH1120  HISTORY     - 1940     MONUMENTED       CGS
 FH1120  HISTORY     - 1960     POOR             CGS
 FH1120
 FH1120                          STATION DESCRIPTION
 FH1120
 FH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1120'STATION IS LOCATED ABOUT 1.5 MILES WSW OF PORUM, ON THE E
 FH1120'EDGE AND HIGHEST POINT OF A HIGH WOODED RIDGE OVERLOOKING
 FH1120'THE TOWN OF PORUM.  IT IS 12.0 FEET N OF WHITE REFERENCE
 FH1120'POST, AND 86.0 FEET SW OF EDGE OF CLIFF.
 FH1120'
 FH1120'STATION AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FH1120'
 FH1120'REFERENCE MARKS ARE STANDARD DISKS SET IN OUTCROPPING BEDROCK.
 FH1120'
 FH1120'STATION IS STAMPED PORUM 1940.  IT IS SET IN BEDROCK FLUSH
 FH1120'WITH THE GROUND.
 FH1120'
 FH1120'REFERENCE MARK NO.1 IS STAMPED PORUM NO.1, 1940 AND IS SET
 FH1120'IN BEDROCK FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME
 FH1120'ELEVATION AS THE STATION 44.5 FEET SW OF EDGE OF CLIFF.
 FH1120'REFERENCE MARK NO.2 IS STAMPED PORUM NO.2, 1940, AND IS SET
 FH1120'IN BEDROCK FLUSH WITH THE GROUND.  IT IS LOWER THAN THE STATION,
 FH1120'AND 3.0 FEET W OF EDGE OF CLIFF.
 FH1120'
 FH1120'AZIMUTH MARK IS STAMPED PORUM 1940 AND PROJECTS ABOUT 6
 FH1120'INCHES ABOVE THE GROUND.  IT IS 1.2 FEET S OF A WHITE REFERENCE
 FH1120'POST, 34.0 FEET S OF THE CENTER LINE OF STATE HIGHWAY 10, 9.0
 FH1120'FEET W OF THE NW LEG OF A BLACK ELEVATED WATER TANK, AND
 FH1120'3.4 FEET S OF FENCE CORNER.
 FH1120'
 FH1120'STATION IS REACHED AS FOLLOWS- FROM THE POST OFFICE IN PORUM
 FH1120'GO N AND W ON STATE HIGHWAY 10, 0.5 MILE TO AZIMUTH ON THE
 FH1120'LEFT (S) BY TALL BLACK TANK.  CONTINUE W 0.25 MILE TO WHERE
 FH1120'STATE HIGHWAY 10 TURNS N.  TAKE DIRT ROAD STRAIGHT (W) AND
 FH1120'GO UP HILL 1.7 MILES TO FORK AT THE TOP OF GRADE.  TAKE
 FH1120'LEFT FORK (S) AND GO 0.55 MILE TO WIRE GATE ON THE LEFT JUST
 FH1120'N OF HOUSE.  TURN LEFT (E) THROUGH GATE AND GO E 0.2 MILE
 FH1120'TO A FORK.  TAKE LEFT FORK AND GO 0.15 MILE TO A WIRE GATE.
 FH1120'PASS THROUGH GATE AND CONTINUE ABOUT 100 YARDS TO A TRIANGLE
 FH1120'BLAZE ON A TREE.  TURN SHARP LEFT AND GO EASTERLY ON DIM
 FH1120'TRACK ROAD 0.4 MILE THROUGH OPEN TIMBER TO HIGHEST POINT ON
 FH1120'THE E EDGE OF HILL AND STATION.
 FH1120'
 FH1120'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FH1120
 FH1120                          STATION RECOVERY (1960)
 FH1120
 FH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1120'STATION RECOVERED AND THE STATION MARK AND R.M. NO. 2 HAVE
 FH1120'BEEN DISTURBED.  THE DISKS HAVE BEEN REMOVED FROM THE DRILL
 FH1120'HOLES IN THE BOULDERS.  THE STATION HAD BEEN OCCUPIED RECENTLY
 FH1120'AND WOODEN PLUGS HAD BEEN DRIVEN IN THE DRILL HOLES WITH
 FH1120'NAILS CENTERED IN THE PLUGS.  R.M. NO. 1 AND THE AZIMUTH MARK
 FH1120'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FH1120'
 FH1120'TO REACH THE STATION FROM PORUM, FROM THE TRAFFIC LIGHT,
 FH1120'GO NORTH ON STATE HIGHWAY 2 FOR 0.35 MILE TO CROSSROADS,
 FH1120'TURN LEFT AND GO WEST FOR 0.25 MILE TO THE WATER TANK ON
 FH1120'THE LEFT AND THE AZIMUTH MARK 9 FEET WEST OF THE NORTHWEST
 FH1120'LEG OF TOWER, CONTINUE WEST FOR 0.25 MILE TO FORKS WHERE
 FH1120'SURFACED ROAD BEARS RIGHT, CONTINUE WEST FOR 1.5 MILES TO
 FH1120'FORKS, TAKE EXTREME LEFT FORK AND GO SOUTH FOR 0.5 MILE
 FH1120'TO FORKS, TAKE LEFT FORK THROUGH GATE AND CONTINUE SOUTH
 FH1120'FOR 0.3 MILE.  THE STATION IS ABOUT 0.5 MILE EAST OF THIS
 FH1120'POINT.  IN DRY WEATHER IT WOULD BE POSSIBLE TO DRIVE EAST ABOUT
 FH1120'0.2 MILE TO EAST EDGE OF OPEN FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1119 ***********************************************************************
 FH1119  DESIGNATION -  PORUM MUNICIPAL TANK
 FH1119  PID         -  FH1119
 FH1119  STATE/COUNTY-  OK/MUSKOGEE
 FH1119  COUNTRY     -  US
 FH1119  USGS QUAD   -  PORUM (2018)
 FH1119
 FH1119                         *CURRENT SURVEY CONTROL
 FH1119  ______________________________________________________________________
 FH1119* NAD 83(1993) POSITION- 35 21 44.64088(N) 095 16 13.03264(W)   ADJUSTED
 FH1119  ______________________________________________________________________
 FH1119  GEOID HEIGHT    -        -30.196 (meters)                     GEOID18
 FH1119  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 FH1119  HORZ ORDER      -  THIRD
 FH1119
 FH1119.The horizontal coordinates were established by classical geodetic methods
 FH1119.and adjusted by the National Geodetic Survey in November 1994.
 FH1119
 FH1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1119.GEOID18 height accuracy estimate available here.
 FH1119
 FH1119.Click photographs - Photos may exist for this station.
 FH1119
 FH1119.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1119
 FH1119. The following values were computed from the NAD 83(1993) position.
 FH1119
 FH1119;                    North         East     Units Scale Factor Converg.
 FH1119;SPC OK N     -    43,697.408   848,064.935   MT  1.00004335   +1 36 39.4
 FH1119;SPC OK N     -   143,363.91  2,782,359.71   sFT  1.00004335   +1 36 39.4
 FH1119;SPC OK S     -   228,435.327   848,063.589   MT  1.00002806   +1 32 58.0
 FH1119;SPC OK S     -   749,458.24  2,782,355.29   sFT  1.00002806   +1 32 58.0
 FH1119;UTM  15      - 3,915,598.896   293,732.133   MT  1.00012435   -1 18 51.8
 FH1119
 FH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9373215598(NAD 83)
 FH1119
 FH1119                          SUPERSEDED SURVEY CONTROL
 FH1119
 FH1119  NAD 83(1986)-  35 21 44.65463(N)    095 16 13.02321(W) AD(       ) 3
 FH1119  NAD 27      -  35 21 44.31000(N)    095 16 12.14000(W) AD(       ) 3
 FH1119
 FH1119.Superseded values are not recommended for survey control.
 FH1119
 FH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1119.See file dsdata.pdf to determine how the superseded data were derived.
 FH1119
 FH1119_MARKER: 82 = FINIAL
 FH1119
 FH1119  HISTORY     - Date     Condition        Report By
 FH1119  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1119
 FH1119                          STATION DESCRIPTION
 FH1119
 FH1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1119'POINT OBSERVED UPON WAS THE FINIAL OF THE PORUM MUNICIPAL WATER
 FH1119'TANK.  THIS IS A BLACK STEEL STRUCTURE, APPROXIMATELY 75 FEET TO
 FH1119'THE BASE OF THE TANK AND 30 FEET FROM BASE TO FINIAL.  THE
 FH1119'FINIAL IS A BALL MOUNTED ON THE TOP OF THE CONICAL TOP OF THE
 FH1119'TANK.
 FH1119'
 FH1119'THE TANK IS LOCATED ON A LOW RIDGE ABOUT 1/2 MILE NNW OF THE
 FH1119'CENTER OF TOWN.  IT IS APPROXIMATELY 40 FEET S OF THE CENTER OF
 FH1119'OKLAHOMA STATE HIGHWAY 10.  THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0965 ***********************************************************************
 EL0965  DESIGNATION -  POST
 EL0965  PID         -  EL0965
 EL0965  STATE/COUNTY-  OK/STEPHENS
 EL0965  COUNTRY     -  US
 EL0965  USGS QUAD   -  COMANCHE SE (2018)
 EL0965
 EL0965                         *CURRENT SURVEY CONTROL
 EL0965  ______________________________________________________________________
 EL0965* NAD 83(1993) POSITION- 34 20 31.36525(N) 097 49 13.78872(W)   ADJUSTED
 EL0965* NAVD 88 ORTHO HEIGHT -   316.    (meters)     1037.    (feet) SCALED
 EL0965  ______________________________________________________________________
 EL0965  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 EL0965  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 EL0965  HORZ ORDER      -  SECOND
 EL0965
 EL0965.The horizontal coordinates were established by classical geodetic methods
 EL0965.and adjusted by the National Geodetic Survey in November 1994.
 EL0965
 EL0965.The orthometric height was scaled from a topographic map.
 EL0965
 EL0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0965.GEOID18 height accuracy estimate available here.
 EL0965
 EL0965.Click photographs - Photos may exist for this station.
 EL0965
 EL0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0965
 EL0965. The following values were computed from the NAD 83(1993) position.
 EL0965
 EL0965;                    North         East     Units Scale Factor Converg.
 EL0965;SPC OK S     -   111,904.231   616,515.675   MT  0.99994482   +0 06 06.8
 EL0965;SPC OK S     -   367,139.13  2,022,685.18   sFT  0.99994482   +0 06 06.8
 EL0965;UTM  14      - 3,800,712.419   608,488.841   MT  0.99974508   +0 39 55.7
 EL0965
 EL0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0965!SPC OK S     -   0.99995441  x   0.99994482  =   0.99989923
 EL0965!UTM  14      -   0.99995441  x   0.99974508  =   0.99969950
 EL0965
 EL0965:                Primary Azimuth Mark                     Grid Az
 EL0965:SPC OK S     -  POST AZ MK                               012 20 40.3
 EL0965:UTM  14      -  POST AZ MK                               011 46 51.4
 EL0965
 EL0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0848800712(NAD 83)
 EL0965
 EL0965|---------------------------------------------------------------------|
 EL0965| PID    Reference Object                     Distance      Geod. Az  |
 EL0965|                                                           dddmmss.s |
 EL0965| CY2871 POST AZ MK                                         0122647.1 |
 EL0965| CY2872 POST RM 1                             8.124 METERS 01348     |
 EL0965| CY2873 POST RM 2                             7.419 METERS 16348     |
 EL0965|---------------------------------------------------------------------|
 EL0965
 EL0965                          SUPERSEDED SURVEY CONTROL
 EL0965
 EL0965  NAD 83(1986)-  34 20 31.36934(N)    097 49 13.77660(W) AD(       ) 2
 EL0965  NAD 27      -  34 20 31.06030(N)    097 49 12.65630(W) AD(       ) 2
 EL0965
 EL0965.Superseded values are not recommended for survey control.
 EL0965
 EL0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0965.See file dsdata.pdf to determine how the superseded data were derived.
 EL0965
 EL0965_MARKER: DS = TRIANGULATION STATION DISK
 EL0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0965_STAMPING: POST 1955
 EL0965_MARK LOGO: CGS
 EL0965_PROJECTION: FLUSH
 EL0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0965+STABILITY: SURFACE MOTION
 EL0965
 EL0965  HISTORY     - Date     Condition        Report By
 EL0965  HISTORY     - 1955     MONUMENTED       CGS
 EL0965  HISTORY     - 1963     GOOD             CGS
 EL0965
 EL0965                          STATION DESCRIPTION
 EL0965
 EL0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0965'THE STATION IS LOCATED ABOUT 10.0 MILES EAST-SOUTHEAST OF
 EL0965'COMMANCHE AND 8.0 MILES WEST OF LOCO ON THE HIGHEST PART OF A
 EL0965'PROMINENT GRASS COVERED HILL, 42 FEET WEST OF THE CENTER OF A
 EL0965'TRACK ROAD, 27 FEET NORTH OF A WITNESS POST, 20 FEET
 EL0965'NORTH-NORTHWEST OF A LARGE FENCE CORNER POST AND 8 FEET WEST
 EL0965'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED POST 1955 AND IS
 EL0965'FLUSH WITH THE GROUND SURFACE.
 EL0965'
 EL0965'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE LARGE FENCE
 EL0965'CORNER POST AND 1 FOOT WEST OF THE FENCE LINE.  IT IS STAMPED
 EL0965'POST NO 1 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0965'
 EL0965'REFERENCE MARK NO. 2 IS 5 FEET SOUTH OF THE LARGE FENCE CORNER
 EL0965'POST, 2 FEET NORTH OF THE WITNESS POST AND 1 FOOT WEST OF THE
 EL0965'FENCE LINE.  IT IS STAMPED POST NO 2 1955 AND IS FLUSH WITH
 EL0965'THE GROUND SURFACE.
 EL0965'
 EL0965'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 49.3 FEET.
 EL0965'
 EL0965'THE AZIMUTH MARK IS 13 FEET EAST OF THE EAST END OF A CATTLE
 EL0965'GUARD AND 1 FOOT NORTHWEST OF A FENCE CORNER.  IT IS STAMPED
 EL0965'POST 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0965'
 EL0965'TO REACH THE STATION FROM THE POST OFFICE IN LOCO, GO WEST ON
 EL0965'STATE HIGHWAY 53 FOR 8.5 MILES TO A FARM ROAD ON THE LEFT.
 EL0965'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A CATTLE GUARD JUST EAST
 EL0965'OF A FARM YARD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EL0965'CONTINUE SOUTH AND SOUTHWEST ON TRACK ROAD FOR 0.25 MILE TO
 EL0965'HIGHEST PART OF HILL AND STATION JUST NORTH OF LARGE FENCE
 EL0965'CORNER POST AS DESCRIBED.
 EL0965
 EL0965                          STATION RECOVERY (1963)
 EL0965
 EL0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0965'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EL0965'THE STATION IS IN THE SE 1/4 OF THE NW 1/4 OF SEC. 34, T. 2
 EL0965'S., R. 6 W.
 EL0965'
 EL0965'THE FENCE LINE AT STATION USED AS REFERENCE TO MARKS HAS BEEN
 EL0965'REMOVED, THE CORNER POST STILL REMAINS.
 EL0965'
 EL0965'AZIMUTH MARK WAS FOUND AS DESCRIBED, THE CATTLE GUARD IS NOT
 EL0965'BEING USED.
 EL0965'
 EL0965'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 EL0965'HIGHWAY 53 IN COMANCHE, GO EAST AND SOUTHEAST ON HIGHWAY 53
 EL0965'FOR 5.5 MILES TO THE COUNTRY SIDE BAPTIST CHURCH ON THE RIGHT,
 EL0965'CONTINUE EAST ON HIGHWAY FOR 3.35 MILES TO GATE ON THE RIGHT
 EL0965'INTO PASTURE, TURN RIGHT THROUGH GATE AND GO SOUTH FOR 0.1 MILE
 EL0965'TO CATTLE GUARD AND AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHERLY
 EL0965'FOR 0.25 MILE TO HIGHEST PART OF HILL AND STATION AS
 EL0965'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0960 ***********************************************************************
 EK0960  DESIGNATION -  POTATO
 EK0960  PID         -  EK0960
 EK0960  STATE/COUNTY-  OK/PUSHMATAHA
 EK0960  COUNTRY     -  US
 EK0960  USGS QUAD   -  YANUSH (2019)
 EK0960
 EK0960                         *CURRENT SURVEY CONTROL
 EK0960  ______________________________________________________________________
 EK0960* NAD 83(1993) POSITION- 34 40 07.76110(N) 095 15 09.70293(W)   ADJUSTED
 EK0960* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 EK0960  ______________________________________________________________________
 EK0960  GEOID HEIGHT    -        -31.598 (meters)                     GEOID18
 EK0960  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 EK0960  HORZ ORDER      -  FIRST
 EK0960
 EK0960.The horizontal coordinates were established by classical geodetic methods
 EK0960.and adjusted by the National Geodetic Survey in November 1994.
 EK0960
 EK0960.The orthometric height was scaled from a topographic map.
 EK0960
 EK0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0960.GEOID18 height accuracy estimate available here.
 EK0960
 EK0960.Click photographs - Photos may exist for this station.
 EK0960
 EK0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0960
 EK0960. The following values were computed from the NAD 83(1993) position.
 EK0960
 EK0960;                    North         East     Units Scale Factor Converg.
 EK0960;SPC OK S     -   151,563.366   851,755.754   MT  0.99993703   +1 33 33.9
 EK0960;SPC OK S     -   497,254.14  2,794,468.67   sFT  0.99993703   +1 33 33.9
 EK0960;UTM  15      - 3,838,626.557   293,594.131   MT  1.00012513   -1 16 54.7
 EK0960
 EK0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0960!SPC OK S     -   0.99994043  x   0.99993703  =   0.99987747
 EK0960!UTM  15      -   0.99994043  x   1.00012513  =   1.00006556
 EK0960
 EK0960:                Primary Azimuth Mark                     Grid Az
 EK0960:SPC OK S     -  BUFFALO                                  034 30 30.8
 EK0960:UTM  15      -  BUFFALO                                  037 20 59.4
 EK0960
 EK0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9359438626(NAD 83)
 EK0960
 EK0960|---------------------------------------------------------------------|
 EK0960| PID    Reference Object                     Distance      Geod. Az  |
 EK0960|                                                           dddmmss.s |
 EK0960| EK0953 BUFFALO                             APPROX.11.7 KM 0360404.7 |
 EK0960| CY2874 POTATO RM 1                           4.395 METERS 20412     |
 EK0960| CY2875 POTATO RM 2                           6.821 METERS 27843     |
 EK0960|---------------------------------------------------------------------|
 EK0960
 EK0960                          SUPERSEDED SURVEY CONTROL
 EK0960
 EK0960  NAD 83(1986)-  34 40 07.76236(N)    095 15 09.69099(W) AD(       ) 1
 EK0960  NAD 27      -  34 40 07.39900(N)    095 15 08.80200(W) AD(       ) 1
 EK0960
 EK0960.Superseded values are not recommended for survey control.
 EK0960
 EK0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0960.See file dsdata.pdf to determine how the superseded data were derived.
 EK0960
 EK0960_MARKER: DS = TRIANGULATION STATION DISK
 EK0960_SETTING: 66 = SET IN ROCK OUTCROP
 EK0960_STAMPING: POTATO 1952
 EK0960_MARK LOGO: CGS
 EK0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0960+STABILITY: POSITION/ELEVATION WELL
 EK0960
 EK0960  HISTORY     - Date     Condition        Report By
 EK0960  HISTORY     - 1952     MONUMENTED       CGS
 EK0960  HISTORY     - 1975     GOOD             USACE
 EK0960
 EK0960                          STATION DESCRIPTION
 EK0960
 EK0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0960'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH AND 1-1/2 MILES
 EK0960'EAST OF TUSKAHOMA, ON THE HIGHEST POINT IN THE VICINITY.
 EK0960'IT IS NEAR THE WEST SIDE OF A GROUPE OF HILLS KNOWN AS THE
 EK0960'POTATO HILLS.  IT IS 34 FEET WEST OF A TWO FOOT OAK TREE WITH
 EK0960'A TRIANGLE BLAZE 11 FEET NORTH-NORTHWEST OF A ONE FOOT OAK
 EK0960'TREE WITH A TRIANGLE BLAZE AND 10 FEET SOUTH OF A WHITE WITNESS
 EK0960'POST.  THE DISK IS SET IN A DRILL HOLE IN A BOULDER WHICH IS
 EK0960'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND, AND IS
 EK0960'STAMPED, POTATO 1952.
 EK0960'
 EK0960'REFERENCE MARK NO. 1 IS 14 FEET SOUTHWEST OF AN OAK TREE
 EK0960'WITH A TRIANGLE BLAZE.  THE DISC IS SET IN A DRILL HOLE IN A
 EK0960'BOULDER THAT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED,
 EK0960'POTATO NO 1 1952.
 EK0960'
 EK0960'REFERENCE MARK NO. 2 IS 31 FEET NORTHWEST OF AN OAK TREE WITH
 EK0960'A TRIANGLE BLAZE.  THE DISC IS SET IN A DRILL HOLE IN A BOULDER
 EK0960'WHICH PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, POTATO NO
 EK0960'2 1952.
 EK0960'
 EK0960'NO AZIMUTH MARK WAS SET.
 EK0960'
 EK0960'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY
 EK0960'271 WHICH IS ABOUT 3/4 MILE NORTH OF TUSKAHOMA.  GO NORTH ON MAIN
 EK0960'TRAVELED GRAVELED ROAD FOR 1 MILE TO A FORKS.  TAKE RIGHT
 EK0960'FORK AND GO 0.15 MILE TO ANOTHER FORKS.  TAKE RIGHT FORK
 EK0960'AND GO 0.15 MILE TO ANOTHER FORKS.  TAKE RIGHT FORK AND GO
 EK0960'2.1 MILES TO A FORD AND OLD LOG BUILDINGS ON THE LEFT.  CONTINUE
 EK0960'NORTHERLY FOR 0.2 MILE TO TWO TRIANGLE BLAZED TREES ON THE
 EK0960'RIGHT AND ONE TRIANGLE BLAZED TREE ON THE LEFT.  THIS IS THE
 EK0960'END OF TRUCK TRAVEL.  FROM HERE PACK EAST-SOUTHEAST UP A
 EK0960'STEEP HILL FOR ABOUT 1/2 MILE (ABOUT A 20 MINUTE PACK) TO
 EK0960'SUMMIT AND STATION SITE AS DESCRIBE.
 EK0960'
 EK0960'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0960
 EK0960                          STATION RECOVERY (1975)
 EK0960
 EK0960'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1975 (JPL)
 EK0960'POTATO STATION MARK MARK IN GOOD CONDITION.
 EK0960'
 EK0960'RM NO 2 MARK IN GOOD CONDITION.
 EK0960'
 EK0960'DID NOT RECOVER RM NO. 1 DUE TO LACK OF CHAINING EQUIP. WAS NOT
 EK0960'ABLE TO DISCERN THE BLAZED TREES.
 EK0960'
 EK0960'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI. NORTHEAST
 EK0960'TUSKAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0904 ***********************************************************************
 EL0904  DESIGNATION -  POTATO
 EL0904  PID         -  EL0904
 EL0904  STATE/COUNTY-  OK/CARTER
 EL0904  COUNTRY     -  US
 EL0904  USGS QUAD   -  ARDMORE EAST (2018)
 EL0904
 EL0904                         *CURRENT SURVEY CONTROL
 EL0904  ______________________________________________________________________
 EL0904* NAD 83(1993) POSITION- 34 08 39.83918(N) 097 00 13.09938(W)   ADJUSTED
 EL0904* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) SCALED
 EL0904  ______________________________________________________________________
 EL0904  GEOID HEIGHT    -        -26.169 (meters)                     GEOID18
 EL0904  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 EL0904  HORZ ORDER      -  FIRST
 EL0904
 EL0904.The horizontal coordinates were established by classical geodetic methods
 EL0904.and adjusted by the National Geodetic Survey in November 1994.
 EL0904
 EL0904.The orthometric height was scaled from a topographic map.
 EL0904
 EL0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0904.GEOID18 height accuracy estimate available here.
 EL0904
 EL0904.Click photographs - Photos may exist for this station.
 EL0904
 EL0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0904
 EL0904. The following values were computed from the NAD 83(1993) position.
 EL0904
 EL0904;                    North         East     Units Scale Factor Converg.
 EL0904;SPC OK S     -    90,419.807   691,887.888   MT  0.99996521   +0 33 56.0
 EL0904;SPC OK S     -   296,652.32  2,269,968.85   sFT  0.99996521   +0 33 56.0
 EL0904;UTM  14      - 3,779,967.178   684,060.988   MT  1.00001763   +1 07 15.0
 EL0904
 EL0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0904!SPC OK S     -   0.99995465  x   0.99996521  =   0.99991986
 EL0904!UTM  14      -   0.99995465  x   1.00001763  =   0.99997228
 EL0904
 EL0904:                Primary Azimuth Mark                     Grid Az
 EL0904:SPC OK S     -  POTATO AZ MK                             236 08 06.6
 EL0904:UTM  14      -  POTATO AZ MK                             235 34 47.6
 EL0904
 EL0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8406079967(NAD 83)
 EL0904
 EL0904|---------------------------------------------------------------------|
 EL0904| PID    Reference Object                     Distance      Geod. Az  |
 EL0904|                                                           dddmmss.s |
 EL0904| CY2877 POTATO RM 1                          20.946 METERS 09056     |
 EL0904| CY2878 POTATO RM 2                          21.025 METERS 19405     |
 EL0904| CY2876 POTATO AZ MK                                       2364202.6 |
 EL0904|---------------------------------------------------------------------|
 EL0904
 EL0904                          SUPERSEDED SURVEY CONTROL
 EL0904
 EL0904  NAD 83(1986)-  34 08 39.84509(N)    097 00 13.09113(W) AD(       ) 1
 EL0904  NAD 27      -  34 08 39.50000(N)    097 00 12.05180(W) AD(       ) 1
 EL0904
 EL0904.Superseded values are not recommended for survey control.
 EL0904
 EL0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0904.See file dsdata.pdf to determine how the superseded data were derived.
 EL0904
 EL0904_MARKER: DS = TRIANGULATION STATION DISK
 EL0904_SETTING: 66 = SET IN ROCK OUTCROP
 EL0904_STAMPING: POTATO 1954
 EL0904_MARK LOGO: CGS
 EL0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0904+STABILITY: POSITION/ELEVATION WELL
 EL0904
 EL0904  HISTORY     - Date     Condition        Report By
 EL0904  HISTORY     - 1954     MONUMENTED       CGS
 EL0904  HISTORY     - 1971     GOOD             OKDH
 EL0904
 EL0904                          STATION DESCRIPTION
 EL0904
 EL0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0904'STATION IS LOCATED ON THE SUMMIT OF A SMALL PROMINENT MESA
 EL0904'WHICH LIES 6.0 MILES EAST OF ARDMORE AND 3.0 MILES SOUTH
 EL0904'AND 1.0 MILE WEST OF THE VILLAGE OF WILSON.
 EL0904'
 EL0904'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, DRIVE
 EL0904'NORTH AND EAST ON U.S. HIGHWAY 70 FOR 6.9 MILES TO A CROSS
 EL0904'ROAD.  TURN RIGHT AND DRIVE SOUTH ON BLADED ROAD FOR 2.5
 EL0904'MILES TO A RAIL-ROAD CROSSING AND A ROAD RIGHT.  CONTINUE
 EL0904'SOUTH ON BLADED ROAD FOR 0.5 MILE TO AN INVERTED Y-FORK.
 EL0904'KEEP LEFT AND DRIVE EAST AND SOUTH ON BLADED ROAD FOR 0.6
 EL0904'MILE TO THE ENTRANCE GATE OF THE HILL TOP RANCH ON THE LEFT.
 EL0904'TURN LEFT THROUGH GATE AND DRIVE ABOUT 200 FEET TO SMALL
 EL0904'RANCH HOUSE AND THE AZIMUTH MARK.  FROM THE SMALL RANCH HOUSE
 EL0904'DRIVE ABOUT 150 FEET SOUTHEAST TO A WOODEN GATE.  PASS
 EL0904'THROUGH GATE AND CONTINUE EAST ON TRACK ROAD FOR 0.2 MILE TO
 EL0904'A WIRE GATE.  PASS THROUGH GATE AND DRIVE EASTERLY FOR 0.1
 EL0904'MILE TO Y-FORK.  TAKE LEFT FORK, TRACK ROAD, AND CONTINUE
 EL0904'NORTH FOR 0.4 MILE TO Y-FORK.  TAKE RIGHT FORK FOR 0.15
 EL0904'MILE TO A WIRE GATE.  PASS THROUGH GATE AND DRIVE EAST AND
 EL0904'NORTH FOR 0.15 MILE TO A WIRE GATE IN THE NORTHWEST
 EL0904'CORNER OF FIELD.  PASS THROUGH GATE AND DRIVE 0.05 MILE TO
 EL0904'A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE, AND
 EL0904'DRIVE AROUND THE SOUTHWEST END OF MESA, THENCE EAST AND
 EL0904'NORTH UP SLOPE TO THE SUMMIT AND STATION.
 EL0904'
 EL0904'STATION MARK, STAMPED POTATO 1954, IS A STANDARD DISK CEMENTED
 EL0904'IN A DRILL HOLE IN BEDROCK WHICH IS 6 INCHES BELOW THE SURFACE
 EL0904'OF THE GROUND.  THE MARK IS 70 FEET WEST OF THE EAST EDGE
 EL0904'OF MESA AND 75 FEET NORTH OF THE SOUTH EDGE OF MESA.
 EL0904'
 EL0904'REFERENCE MARK 1, STAMPED POTATO NO 1 1954, IS A STANDARD
 EL0904'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 EL0904'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET ON THE
 EL0904'EAST EDGE OF MESA AND ABOUT THE SAME ELEVATION AS THE STATION
 EL0904'MARK.
 EL0904'
 EL0904'REFERENCE MARK 2, STAMPED POTATO NO 2 1954, IS A STANDARD DISK
 EL0904'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 EL0904'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS SET NEAR
 EL0904'THE SOUTH EDGE OF MESA AND IS ABOUT 2 FEET LOWER IN ELEVATION
 EL0904'THAN THE STATION MARK.
 EL0904'
 EL0904'AZIMUTH MARK, STAMPED POTATO 1954, IS A STANDARD DISK SET
 EL0904'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0904'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTHEAST
 EL0904'OF A WHITE WITNESS POST, 1 FOOT SOUTHEAST OF A POWERLINE
 EL0904'POLE AND 16 FEET NORTH OF THE NORTHWEST CORNER OF SMALL RANCH
 EL0904'HOUSE.
 EL0904'
 EL0904'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 EL0904
 EL0904                          STATION RECOVERY (1971)
 EL0904
 EL0904'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (EMB)
 EL0904'POTATO 1954 RECOVERED GOOD.
 EL0904'
 EL0904'POTATO NO. 2 1954 RECOVERED GOOD.
 EL0904'
 EL0904'POTATO NO. 1 1954 DESTROYED.
 EL0904'
 EL0904'POTATO 1954 (AZIMUTH) RECOVERED GOOD.
 EL0904'
 EL0904'THE STATION AND R.M. NO. 2 WAS FOUND TO BE IN GOOD CONDITION.  THE
 EL0904'ANGLE WAS TURNED AND R. M. NO. 1 WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0737 ***********************************************************************
 GG0737  DESIGNATION -  POTATO HILL
 GG0737  PID         -  GG0737
 GG0737  STATE/COUNTY-  OK/OTTAWA
 GG0737  COUNTRY     -  US
 GG0737  USGS QUAD   -  MIAMI NW (2018)
 GG0737
 GG0737                         *CURRENT SURVEY CONTROL
 GG0737  ______________________________________________________________________
 GG0737* NAD 83(1997) POSITION- 36 52 41.32846(N) 094 58 13.51324(W)   ADJUSTED
 GG0737* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 GG0737  ______________________________________________________________________
 GG0737  GEOID HEIGHT    -        -29.466 (meters)                     GEOID18
 GG0737  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 GG0737  HORZ ORDER      -  FIRST
 GG0737
 GG0737.The horizontal coordinates were established by classical geodetic methods
 GG0737.and adjusted by the National Geodetic Survey in October 1998.
 GG0737
 GG0737.The orthometric height was scaled from a topographic map.
 GG0737
 GG0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0737.GEOID18 height accuracy estimate available here.
 GG0737
 GG0737.Click photographs - Photos may exist for this station.
 GG0737
 GG0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0737
 GG0737. The following values were computed from the NAD 83(1997) position.
 GG0737
 GG0737;                    North         East     Units Scale Factor Converg.
 GG0737;SPC OK N     -   212,608.673   870,059.836   MT  1.00002224   +1 47 16.4
 GG0737;SPC OK N     -   697,533.62  2,854,521.31   sFT  1.00002224   +1 47 16.4
 GG0737;UTM  15      - 4,083,167.475   324,390.604   MT  0.99997993   -1 10 58.0
 GG0737
 GG0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0737!SPC OK N     -   0.99996255  x   1.00002224  =   0.99998479
 GG0737!UTM  15      -   0.99996255  x   0.99997993  =   0.99994248
 GG0737
 GG0737:                Primary Azimuth Mark                     Grid Az
 GG0737:SPC OK N     -  POTATO HILL AZ MK                        202 29 23.3
 GG0737:UTM  15      -  POTATO HILL AZ MK                        205 27 37.7
 GG0737
 GG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2439083167(NAD 83)
 GG0737
 GG0737|---------------------------------------------------------------------|
 GG0737| PID    Reference Object                     Distance      Geod. Az  |
 GG0737|                                                           dddmmss.s |
 GG0737| CI2054 POTATO HILL RM 1                      7.522 METERS 17221     |
 GG0737| CI2053 POTATO HILL AZ MK                                  2041639.7 |
 GG0737| CI2055 POTATO HILL RM 2                      9.083 METERS 22302     |
 GG0737|---------------------------------------------------------------------|
 GG0737
 GG0737                          SUPERSEDED SURVEY CONTROL
 GG0737
 GG0737  NAD 83(1993)-  36 52 41.33063(N)    094 58 13.51442(W) AD(       ) 1
 GG0737  NAD 83(1986)-  36 52 41.34783(N)    094 58 13.50433(W) AD(       ) 1
 GG0737  NAD 27      -  36 52 41.08650(N)    094 58 12.66260(W) AD(       ) 1
 GG0737
 GG0737.Superseded values are not recommended for survey control.
 GG0737
 GG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0737.See file dsdata.pdf to determine how the superseded data were derived.
 GG0737
 GG0737_MARKER: DS = TRIANGULATION STATION DISK
 GG0737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0737_STAMPING: POTATO HILL 1958
 GG0737_MARK LOGO: CGS
 GG0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0737
 GG0737  HISTORY     - Date     Condition        Report By
 GG0737  HISTORY     - 1958     MONUMENTED       CGS
 GG0737  HISTORY     - 1960     GOOD             CGS
 GG0737
 GG0737                          STATION DESCRIPTION
 GG0737
 GG0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0737'THE STATION IS LOCATED ABOUT 5 MILES WEST OF MIAMI, ON A ROUND
 GG0737'TOPPED, BRUSH COVERED HILL, AND IS SITUATED ON THE HIGHEST PART
 GG0737'OF THE HILL.  THE MARK IS A STANDARD DISC, BRAZED TO A 2-INCH
 GG0737'GALVANIZED PIPE, IT PROJECTS 4 INCHES AND IS STAMPED POTATO
 GG0737'HILL 1958.
 GG0737'
 GG0737'REFERENCE MARK NO. 1 IS SET IN A BOULDER, WHICH MEASURES ABOUT
 GG0737'2 FEET BY 4 FEET AND PROJECTS 18 INCHES.  IT IS STAMPED POTATO
 GG0737'HILL NO 1 1958.
 GG0737'
 GG0737'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 GG0737'AND IS SET IN A BOULDER WHICH MEASURES ABOUT 2 FEET BY 3 FEET.
 GG0737'IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GG0737'POTATO HILL NO 2 1958.
 GG0737'
 GG0737'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF THE DRIVEWAY
 GG0737'OF THE MOUND VALLEY SCHOOL, 33 FEET SOUTH OF THE CENTER OF THE
 GG0737'HIGHWAY, 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 GG0737'SCHOOL YARD AND 1.5 FEET EAST OF A POWER POLE.  THE MARK
 GG0737'PROJECTS 1 INCH AND IS STAMPED POTATO HILL 1958.
 GG0737'
 GG0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59, 66
 GG0737'AND 69, AND STATE HIGHWAY 10, 2 MILES SOUTHWEST OF THE CENTER
 GG0737'OF MIAMI, GO WEST ON U.S. HIGHWAY 59, AND STATE HIGHWAY 10,
 GG0737'FOR 4.35 MILES TO A FARM DRIVEWAY ON THE RIGHT, TURN RIGHT ON
 GG0737'THE FARM DRIVEWAY, AND GO 0.25 MILE TO A SET OF OLD BUILDINGS
 GG0737'AND THE END OF TRUCK TRAVEL.  THEN GO NORTHWESTERLY UP THE HILL
 GG0737'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 GG0737'
 GG0737'TO REACH THE AZIUTH MARK FROM THE JUNCTION OF THE FARM DRIVEWAY
 GG0737'AND THE HIGHWAY, CONTINUE WEST ON THE HIGHWAY FOR 0.2 MILE TO THE
 GG0737'MOUND VALLEY SCHOOL ON THE LEFT AND THE AZIMUTH MARK ON THE
 GG0737'LEFT AS DESCRIBED.
 GG0737'
 GG0737'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0737
 GG0737                          STATION RECOVERY (1960)
 GG0737
 GG0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0737'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GG0737'WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 GG0737'1 CHECKED BUT THE DIRECTION DID NOT CHECK BY 05 MINUTES AND
 GG0737'02 SECONDS.  THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE
 GG0737'DISTANCE WAS FOUND TO BE 0.07 FOOT LONGER THAN PREVIOUSLY
 GG0737'MEASURED.  THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK BY
 GG0737'5.4 SECONDS.
 GG0737'
 GG0737'THE 1958 DESCRIPTION AND TO REACH ARE ADEQUATE.
 GG0737'
 GG0737'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1190 ***********************************************************************
 FH1190  DESIGNATION -  POTEPORT
 FH1190  PID         -  FH1190
 FH1190  STATE/COUNTY-  OK/LE FLORE
 FH1190  COUNTRY     -  US
 FH1190  USGS QUAD   -  POTEAU EAST (2018)
 FH1190
 FH1190                         *CURRENT SURVEY CONTROL
 FH1190  ______________________________________________________________________
 FH1190* NAD 83(1997) POSITION- 35 00 57.93741(N) 094 37 19.14739(W)   ADJUSTED
 FH1190* NAD 83(1997) ELLIP HT-   105.026 (meters)        (02/21/02)   ADJUSTED
 FH1190* NAVD 88 ORTHO HEIGHT -   136.0   (meters)      446.    (feet) VERTCON3
 FH1190  ______________________________________________________________________
 FH1190  GEOID HEIGHT    -        -31.448 (meters)                     GEOID18
 FH1190  NAD 83(1997) X  -   -421,399.508 (meters)                     COMP
 FH1190  NAD 83(1997) Y  - -5,212,482.426 (meters)                     COMP
 FH1190  NAD 83(1997) Z  -  3,639,389.585 (meters)                     COMP
 FH1190  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 FH1190  HORZ ORDER      -  FIRST
 FH1190  ELLP ORDER      -  FIFTH     CLASS I
 FH1190
 FH1190.This mark is at Robert S Kerr Airport (RKR)
 FH1190
 FH1190.The horizontal coordinates were established by GPS observations
 FH1190.and adjusted by the National Geodetic Survey in September 1999.
 FH1190
 FH1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1190
 FH1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1190.GEOID18 height accuracy estimate available here.
 FH1190
 FH1190.Click photographs - Photos may exist for this station.
 FH1190
 FH1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1190
 FH1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1190
 FH1190.The ellipsoidal height was determined by GPS observations
 FH1190.and is referenced to NAD 83.
 FH1190
 FH1190. The following values were computed from the NAD 83(1997) position.
 FH1190
 FH1190;                    North         East     Units Scale Factor Converg.
 FH1190;SPC OK S     -   191,818.800   908,243.824   MT  0.99996427   +1 55 02.7
 FH1190;SPC OK S     -   629,325.51  2,979,796.61   sFT  0.99996427   +1 55 02.7
 FH1190;UTM  15      - 3,876,029.928   352,013.327   MT  0.99986991   -0 55 51.1
 FH1190
 FH1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1190!SPC OK S     -   0.99998351  x   0.99996427  =   0.99994779
 FH1190!UTM  15      -   0.99998351  x   0.99986991  =   0.99985343
 FH1190
 FH1190:                Primary Azimuth Mark                     Grid Az
 FH1190:SPC OK S     -  POTEPORT AZ MK                           009 09 20.8
 FH1190:UTM  15      -  POTEPORT AZ MK                           012 00 14.6
 FH1190
 FH1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5201376029(NAD 83)
 FH1190
 FH1190|---------------------------------------------------------------------|
 FH1190| PID    Reference Object                     Distance      Geod. Az  |
 FH1190|                                                           dddmmss.s |
 FH1190| FH1191 POTEPORT AZ MK                      449.088 METERS 0110423.5 |
 FH1190|---------------------------------------------------------------------|
 FH1190
 FH1190                          SUPERSEDED SURVEY CONTROL
 FH1190
 FH1190  NAD 83(1993)-  35 00 57.94292(N)    094 37 19.14680(W) AD(       ) 1
 FH1190  ELLIP H (11/28/94)  104.803  (m)                       GP(       ) 5 1
 FH1190  NAD 83(1986)-  35 00 57.94473(N)    094 37 19.13880(W) AD(       ) 1
 FH1190  NGVD 29 (11/30/89)  135.9    (m)  RAPSU86  model used  GPS OBS        
 FH1190
 FH1190.Superseded values are not recommended for survey control.
 FH1190
 FH1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1190.See file dsdata.pdf to determine how the superseded data were derived.
 FH1190
 FH1190_MARKER: I = METAL ROD
 FH1190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1190_STAMPING: POTEPORT 1989
 FH1190_MARK LOGO: NGS
 FH1190_PROJECTION: FLUSH
 FH1190_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1190+STABILITY: POSITION/ELEVATION WELL
 FH1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1190+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1990
 FH1190_ROD/PIPE-DEPTH: 10.2 meters
 FH1190_SLEEVE-DEPTH  : 1.0 meters
 FH1190
 FH1190  HISTORY     - Date     Condition        Report By
 FH1190  HISTORY     - 1989     MONUMENTED       NGS
 FH1190  HISTORY     - 19900509 GOOD             NGS
 FH1190
 FH1190                          STATION DESCRIPTION
 FH1190
 FH1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1190'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTH OF POTEAU, AT THE
 FH1190'POTEAU/ROBERT S. KERR AIRPORT, ALONG THE SOUTH SIDE OF A PAVED
 FH1190'TURNAROUD ON THE EAST SIDE AND NEAR THE SOUTH END OF THE RUNWAY.
 FH1190'OWNERSHIP--CITY OF POTEAU, C/O AIRPORT MANAGER WAYNE ABBOT, MUNICIPAL
 FH1190'AIRPORT, BOX 771, POTEAU OK 74953. PHONE (918) 647-4226.
 FH1190'TO REACH THE STATION FROM THE LE FLORE COUNTY COURTHOUSE IN POTEAU, GO
 FH1190'SOUTHWEST FOR 0.7 KM (0.45 MI) ON U.S. HIGHWAYS 59 AND 271 TO A PAVED
 FH1190'CROSSROAD.  TURN LEFT AND GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON CONSER
 FH1190'AVENUE TO A T-JUNCTION.  TURN RIGHT AND GO SOUTHERLY FOR 2.9 KM
 FH1190'(1.80 MI) ON AIRPORT ROAD TO A PAVED ROAD AT A STOP SIGN AND THE
 FH1190'AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH THEN WEST FOR 0.1 KM
 FH1190'(0.05 MI) ON THE PAVED ROAD, PASSING BETWEEN TWO HANGARS, TO A
 FH1190'TAXIWAY.  TURN RIGHT AND GO NORTH THEN NORTHWEST FOR 0.1 KM (0.05 MI)
 FH1190'ON THE TAXIWAY AND ACROSS AN APRON TO A CONNECTING TAXIWAY LEFT.  TURN
 FH1190'LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO A
 FH1190'RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO
 FH1190'THE STATION ON THE LEFT JUST PAST A PAVED TURNAROUND ON THE LEFT.
 FH1190'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FH1190'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.2 METERS IN A GREASE
 FH1190'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FH1190'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FH1190'27.9 M (91.5 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 FH1190'RUNWAY, 19.9 M (65.3 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 FH1190'THE TURNAROUND, AND 5.5 M (18.0 FT) SOUTH FROM THE SOUTH EDGE OF THE
 FH1190'TURNAROUND.
 FH1190'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FH1190
 FH1190                          STATION RECOVERY (1990)
 FH1190
 FH1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 FH1190'STATION WAS RECOVERED IN GOOD CONDITION, NO OTHER MARKS SEARCHED FOR.
 FH1190'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) SOUTH OF POTEAU, AT THE
 FH1190'POTEAU/ROBERT S. KERR AIRPORT, ALONG THE SOUTH SIDE OF A PAVED
 FH1190'TURNAROUND, ON THE EAST SIDE AND NEAR THE SOUTH END OF THE RUNWAY.
 FH1190'OWNERSHIP--CITY OF POTEAU.  AIRPORT MANAGER IS WAYNE ABBOT, MUNICIPAL
 FH1190'AIRPORT, BOX 771, POTEAU OK 74953.  PHONE IS 918-647-4226.
 FH1190'TO REACH THE STATION FROM THE LE FLORE COUNTY COURTHOUSE IN POTEAU, GO
 FH1190'SOUTHWEST ALONG U.S.HIGHWAY 59 AND 271 FOR 0.7 KM (0.4 MI) TO A PAVED
 FH1190'CROSSROAD.  TURN LEFT, AND GO SOUTHEAST ALONG CONSER AVE. FOR 0.8 KM
 FH1190'(0.5 MI) TO A T JUNCTION, TURN RIGHT AND GO SOUTHERLY FOR 2.9 KM
 FH1190'(1.8 MI) ON AIRPORT ROAD TO A PAVED ROAD AT A STOP SIGN AND THE
 FH1190'AIRPORT OFFICE ON THE RIGHT, CONTINUE SOUTH, THEN WEST ALONG PAVED
 FH1190'ROAD FOR 0.1 KM (0.1 MI) PASSING BETWEEN TWO HANGARS TO A TAXIWAY,
 FH1190'THEN TURN RIGHT AND GO NORTH AND NORTHWEST FOR 0.1 KM (0.1 MI)  ALONG
 FH1190'A TAXIWAY AND ACCROSS AN APRON TO A CONNECTING TAXIWAY LEFT, TURN
 FH1190'LEFT ANG GO WEST ON CONNECTING TAXIWAY FOR 0.2 KM (0.1 MI) TO A
 FH1190'RUNWAY, TURN LEFT AND GO SOUTH ALONG RUNWAY FOR 0.4 KM (0.2 MI) TO
 FH1190'THE STATION ON THE LEFT, JUST PAST A PAVED TURNAROUND ON THE LEFT.
 FH1190'STATION IS LOCATED 27.9 M (91.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST
 FH1190'CORNER OF A TURNAROUND AND 5.5 M (18.0 FT) SOUTH OF THE SOUTH EDGE OF
 FH1190'THE TURNAROUND.
 FH1190'DESCRIBED BY K.L.FANCHER  (TYPED BY G.F.S.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1191 ***********************************************************************
 FH1191  DESIGNATION -  POTEPORT AZ MK
 FH1191  PID         -  FH1191
 FH1191  STATE/COUNTY-  OK/LE FLORE
 FH1191  COUNTRY     -  US
 FH1191  USGS QUAD   -  POTEAU EAST (2018)
 FH1191
 FH1191                         *CURRENT SURVEY CONTROL
 FH1191  ______________________________________________________________________
 FH1191* NAD 83(1997) POSITION- 35 01 12.23885(N) 094 37 15.74512(W)   ADJUSTED
 FH1191* NAD 83(1997) ELLIP HT-   104.229 (meters)        (11/28/94)   ADJUSTED
 FH1191* NAVD 88 ORTHO HEIGHT -   135.5   (meters)      445.    (feet) VERTCON3
 FH1191  ______________________________________________________________________
 FH1191  GEOID HEIGHT    -        -31.438 (meters)                     GEOID18
 FH1191  NAD 83(1997) X  -   -421,293.102 (meters)                     COMP
 FH1191  NAD 83(1997) Y  - -5,212,236.639 (meters)                     COMP
 FH1191  NAD 83(1997) Z  -  3,639,750.075 (meters)                     COMP
 FH1191  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 FH1191  HORZ ORDER      -  SECOND
 FH1191  ELLP ORDER      -  FIFTH     CLASS I
 FH1191
 FH1191.This mark is at Robert S Kerr Airport (RKR)
 FH1191
 FH1191.The horizontal coordinates were established by GPS observations
 FH1191.and adjusted by the National Geodetic Survey in September 1999.
 FH1191
 FH1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1191
 FH1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1191.GEOID18 height accuracy estimate available here.
 FH1191
 FH1191.Click photographs - Photos may exist for this station.
 FH1191
 FH1191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1191
 FH1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1191
 FH1191.The ellipsoidal height was determined by GPS observations
 FH1191.and is referenced to NAD 83.
 FH1191
 FH1191. The following values were computed from the NAD 83(1997) position.
 FH1191
 FH1191;                    North         East     Units Scale Factor Converg.
 FH1191;SPC OK S     -   192,262.150   908,315.280   MT  0.99996480   +1 55 04.6
 FH1191;SPC OK S     -   630,780.07  2,980,031.05   sFT  0.99996480   +1 55 04.6
 FH1191;UTM  15      - 3,876,469.138   352,106.717   MT  0.99986957   -0 55 49.5
 FH1191
 FH1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1191!SPC OK S     -   0.99998364  x   0.99996480  =   0.99994844
 FH1191!UTM  15      -   0.99998364  x   0.99986957  =   0.99985321
 FH1191
 FH1191:                Primary Azimuth Mark                     Grid Az
 FH1191:SPC OK S     -  POTEPORT                                 189 09 20.9
 FH1191:UTM  15      -  POTEPORT                                 192 00 15.0
 FH1191
 FH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5210676469(NAD 83)
 FH1191
 FH1191|---------------------------------------------------------------------|
 FH1191| PID    Reference Object                     Distance      Geod. Az  |
 FH1191|                                                           dddmmss.s |
 FH1191| FH1190 POTEPORT                            449.088 METERS 1910425.5 |
 FH1191|---------------------------------------------------------------------|
 FH1191
 FH1191                          SUPERSEDED SURVEY CONTROL
 FH1191
 FH1191  NAD 83(1993)-  35 01 12.24434(N)    094 37 15.74453(W) AD(       ) 2
 FH1191  NAD 83(1986)-  35 01 12.24616(N)    094 37 15.73652(W) AD(       ) 2
 FH1191  NGVD 29 (11/30/89)  135.4    (m)  RAPSU86  model used  GPS OBS        
 FH1191
 FH1191.Superseded values are not recommended for survey control.
 FH1191
 FH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1191.See file dsdata.pdf to determine how the superseded data were derived.
 FH1191
 FH1191_MARKER: I = METAL ROD
 FH1191_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1191_STAMPING: POTEPORT AZ MK 1989
 FH1191_MARK LOGO: NGS
 FH1191_PROJECTION: FLUSH
 FH1191_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1191+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1191_ROD/PIPE-DEPTH: 10.5 meters
 FH1191_SLEEVE-DEPTH  : 1.0 meters
 FH1191
 FH1191  HISTORY     - Date     Condition        Report By
 FH1191  HISTORY     - 1989     MONUMENTED       NGS
 FH1191
 FH1191                          STATION DESCRIPTION
 FH1191
 FH1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1191'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTH OF POTEAU, AT THE
 FH1191'POTEAU/ROBERT S. KERR AIRPORT, ALONG THE SOUTH SIDE AND NEAR THE WEST
 FH1191'END OF THE CONNECTING TAXIWAY.  OWNERSHIP--CITY OF POTEAU, C/O AIRPORT
 FH1191'MANAGER WAYNE ABBOT, MUNICIPAL AIRPORT, BOX 771, POTEAU OK 74953.
 FH1191'PHONE (918) 647-4226.
 FH1191'TO REACH THE STATION FROM THE LE FLORE COUNTY COURTHOUSE IN POTEAU, GO
 FH1191'SOUTHWEST FOR 0.7 KM (0.45 MI) ON U.S. HIGHWAYS 59 AND 271 TO A PAVED
 FH1191'CROSSROAD.  TURN LEFT AND GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON CONSER
 FH1191'AVENUE TO A T-JUNCTION.  TURN RIGHT AND GO SOUTHERLY FOR 2.9 KM
 FH1191'(1.80 MI) ON AIRPORT ROAD TO A PAVED ROAD AT A STOP SIGN AND THE
 FH1191'AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH THEN WEST FOR 0.1 KM
 FH1191'(0.05 MI) ON THE PAVED ROAD, PASSING BETWEEN TWO HANGARS, TO A
 FH1191'TAXIWAY.  TURN RIGHT AND GO NORTH THEN NORTHWEST FOR 0.1 KM (0.05 MI)
 FH1191'ON THE TAXIWAY AND ACROSS AN APRON TO A CONNECTING TAXIWAY LEFT.  TURN
 FH1191'LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE
 FH1191'STATION ON THE LEFT JUST PAST A CULVERT UNDER THE CONNECTING TAXIWAY.
 FH1191'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FH1191'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.5 METERS IN A GREASE
 FH1191'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FH1191'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FH1191'37.6 M (123.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 36.7 M
 FH1191'(120.4 FT) WEST-NORTHWEST FROM THE TOP CENTER OF THE SOUTH END OF A
 FH1191'0.1 METER BY 0.1 METER CORRUGATED METAL DRAIN PIPE UNDER THE
 FH1191'CONNECTING TAXIWAY.
 FH1191'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0495 ***********************************************************************
 GJ0495  DESIGNATION -  POWELL
 GJ0495  PID         -  GJ0495
 GJ0495  STATE/COUNTY-  OK/ALFALFA
 GJ0495  COUNTRY     -  US
 GJ0495  USGS QUAD   -  SAND CREEK (2018)
 GJ0495
 GJ0495                         *CURRENT SURVEY CONTROL
 GJ0495  ______________________________________________________________________
 GJ0495* NAD 83(1997) POSITION- 36 49 26.00528(N) 098 06 45.92863(W)   ADJUSTED
 GJ0495* NAVD 88 ORTHO HEIGHT -   817.99  (+/-2cm)     2683.7   (feet) VERTCON3
 GJ0495  ______________________________________________________________________
 GJ0495  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 GJ0495  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 GJ0495  HORZ ORDER      -  THIRD
 GJ0495  VERT ORDER      -  THIRD ? (See Below)
 GJ0495
 GJ0495.The horizontal coordinates were established by classical geodetic methods
 GJ0495.and adjusted by the National Geodetic Survey in October 1998.
 GJ0495
 GJ0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0495
 GJ0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0495.GEOID18 height accuracy estimate available here.
 GJ0495
 GJ0495.The vertical order pertains to the NGVD 29 superseded value.
 GJ0495
 GJ0495.Click photographs - Photos may exist for this station.
 GJ0495
 GJ0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0495
 GJ0495. The following values were computed from the NAD 83(1997) position.
 GJ0495
 GJ0495;                    North         East     Units Scale Factor Converg.
 GJ0495;SPC OK N     -   202,379.405   589,940.018   MT  1.00001094   -0 03 59.6
 GJ0495;SPC OK N     -   663,973.10  1,935,494.88   sFT  1.00001094   -0 03 59.6
 GJ0495;UTM  14      - 4,075,703.455   579,125.898   MT  0.99967713   +0 31 54.5
 GJ0495
 GJ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0495!SPC OK N     -   0.99987603  x   1.00001094  =   0.99988697
 GJ0495!UTM  14      -   0.99987603  x   0.99967713  =   0.99955320
 GJ0495
 GJ0495:                Primary Azimuth Mark                     Grid Az
 GJ0495:SPC OK N     -  POWELL AZ MK                             213 46 57.1
 GJ0495:UTM  14      -  POWELL AZ MK                             213 11 03.0
 GJ0495
 GJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7912575703(NAD 83)
 GJ0495
 GJ0495|---------------------------------------------------------------------|
 GJ0495| PID    Reference Object                     Distance      Geod. Az  |
 GJ0495|                                                           dddmmss.s |
 GJ0495| DR5434 POWELL RM 1                          16.071 METERS 00730     |
 GJ0495| GJ0504 GREAT SALT PLAINS DAM USE TANK      APPROX. 8.9 KM 1890319.9 |
 GJ0495| DR5436 POWELL AZ MK                                       2134257.5 |
 GJ0495| DR5435 POWELL RM 2                          12.377 METERS 30918     |
 GJ0495|---------------------------------------------------------------------|
 GJ0495
 GJ0495                          SUPERSEDED SURVEY CONTROL
 GJ0495
 GJ0495  NAD 83(1993)-  36 49 26.00602(N)    098 06 45.93019(W) AD(       ) 3
 GJ0495  NAD 83(1986)-  36 49 26.01088(N)    098 06 45.91897(W) AD(       ) 3
 GJ0495  NAD 27      -  36 49 25.90975(N)    098 06 44.68518(W) AD(       ) 3
 GJ0495  NGVD 29             817.85   (m)         2683.2    (f) LEVELING    3  
 GJ0495
 GJ0495.Superseded values are not recommended for survey control.
 GJ0495
 GJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0495.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0495
 GJ0495_MARKER: DS = TRIANGULATION STATION DISK
 GJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0495_STAMPING: POWELL 1951
 GJ0495_MARK LOGO: CGS
 GJ0495_PROJECTION: PROJECTING 10 CENTIMETERS
 GJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0495+STABILITY: SURFACE MOTION
 GJ0495
 GJ0495  HISTORY     - Date     Condition        Report By
 GJ0495  HISTORY     - 1951     MONUMENTED       CGS
 GJ0495
 GJ0495                          STATION DESCRIPTION
 GJ0495
 GJ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0495'THE STATION IS LOCATED ABOUT 14.0 MILES EAST-NORTHEAST OF CHEROKEE
 GJ0495'AND ABOUT 12.0 MILES NORTH-NORTHEAST OF JET ON THE HIGHEST POINT OF
 GJ0495'A PROMINENT SAND HILL IN PASTURE LAND OWNED BY MR. GUY POWELL.  IT
 GJ0495'IS ABOUT 200 YARDS NORTH OF AN EAST-WEST FENCE AND 150 YARDS WEST
 GJ0495'OF A NORTH-SOUTH FENCE AND 4.0 FEET NORTH OF A WITNESS POST.  IT
 GJ0495'PROJECTS 4 INCHES AND IS STAMPED POWELL 1951.
 GJ0495'
 GJ0495'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTH-NORTHEAST SLOPE OF THE
 GJ0495'HILL ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 GJ0495'3 INCHES AND IS STAMPED POWELL NO 1 1951.
 GJ0495'
 GJ0495'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE HILL
 GJ0495'ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3
 GJ0495'INCHES AND IS STAMPED POWELL NO 2 1951.
 GJ0495'
 GJ0495'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GJ0495'46.60 FEET.
 GJ0495'
 GJ0495'THE AZIMUTH MARK IS LOCATED ABOUT 200.0 FEET SOUTH OF THE CENTER OF A
 GJ0495'WELL AND A LARGE WATER TANK WITH G. POWELL PRINTED ON THE SOUTH
 GJ0495'SIDE, 8.5 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1.0 FOOT
 GJ0495'NORTH-NORTHEAST OF A WITNESS POST.  IT PROJECTS 2 INCHES AND
 GJ0495'IS STAMPED POWELL 1951.
 GJ0495'
 GJ0495'TO REACH THE STATION FROM THE CROSS-STREET JUST WEST OF THE POST
 GJ0495'OFFICE IN CHEROKEE, GO NORTH ON U. S. HIGHWAY NO. 64 AND STATE
 GJ0495'ROUTES NO. 58 AND 11 FOR 2.8 MILES TO THE JUNCTION OF THESE
 GJ0495'HIGHWAYS.  HERE TURN RIGHT AND GO EAST ON STATE ROUTE NO. 11 FOR
 GJ0495'11.0 MILES TO A CROSSROAD AND A STORE IN THE NORTHEAST ANGLE,
 GJ0495'CONTINUE EAST ON STATE ROUTE NO. 11 FOR 3.0 MILES TO A T ROAD RIGHT
 GJ0495'AT THE ALFALFA AND GRANT COUNTY LINE.  HERE TURN LEFT AND PASS
 GJ0495'THROUGH THE MOST WESTERLY OF TWO WIRE GATES AND FOLLOW A TRACK ROAD
 GJ0495'NORTHWESTERLY AND NORTH FOR 0.65 MILE TO A POINT JUST SOUTH OF A
 GJ0495'WINDMILL AND WATER TANK AND THE AZIMUTH MARK ON THE LEFT AS
 GJ0495'DESCRIBED.  CONTINUE NORTHERLY ON TRACK ROAD FOR 0.5 MILE, HERE
 GJ0495'LEAVE TRACK ROAD AND PICK WAY ACROSS PASTURE FOR 0.5 MILE TO THE
 GJ0495'TOP OF HILL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0635 ***********************************************************************
 GJ0635  DESIGNATION -  POWERS
 GJ0635  PID         -  GJ0635
 GJ0635  STATE/COUNTY-  OK/WOODS
 GJ0635  COUNTRY     -  US
 GJ0635  USGS QUAD   -  TEGARDEN NW (2018)
 GJ0635
 GJ0635                         *CURRENT SURVEY CONTROL
 GJ0635  ______________________________________________________________________
 GJ0635* NAD 83(1997) POSITION- 36 54 29.99790(N) 098 59 27.23694(W)   ADJUSTED
 GJ0635* NAVD 88 ORTHO HEIGHT -   616.42  (+/-2cm)     2022.4   (feet) VERTCON3
 GJ0635  ______________________________________________________________________
 GJ0635  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 GJ0635  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 GJ0635  HORZ ORDER      -  FIRST
 GJ0635  VERT ORDER      -  THIRD ? (See Below)
 GJ0635
 GJ0635.The horizontal coordinates were established by classical geodetic methods
 GJ0635.and adjusted by the National Geodetic Survey in October 1998.
 GJ0635
 GJ0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0635
 GJ0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0635.GEOID18 height accuracy estimate available here.
 GJ0635
 GJ0635.The vertical order pertains to the NGVD 29 superseded value.
 GJ0635
 GJ0635.Click photographs - Photos may exist for this station.
 GJ0635
 GJ0635.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0635
 GJ0635. The following values were computed from the NAD 83(1997) position.
 GJ0635
 GJ0635;                    North         East     Units Scale Factor Converg.
 GJ0635;SPC OK N     -   212,195.408   511,691.622   MT  1.00002892   -0 35 05.2
 GJ0635;SPC OK N     -   696,177.77  1,678,774.93   sFT  1.00002892   -0 35 05.2
 GJ0635;UTM  14      - 4,084,703.542   500,810.729   MT  0.99960001   +0 00 19.7
 GJ0635
 GJ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0635!SPC OK N     -   0.99990770  x   1.00002892  =   0.99993662
 GJ0635!UTM  14      -   0.99990770  x   0.99960001  =   0.99950775
 GJ0635
 GJ0635:                Primary Azimuth Mark                     Grid Az
 GJ0635:SPC OK N     -  POWERS AZ MK                             164 56 51.0
 GJ0635:UTM  14      -  POWERS AZ MK                             164 21 26.1
 GJ0635
 GJ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0081084703(NAD 83)
 GJ0635
 GJ0635|---------------------------------------------------------------------|
 GJ0635| PID    Reference Object                     Distance      Geod. Az  |
 GJ0635|                                                           dddmmss.s |
 GJ0635| GJ0518 AMARILLO KANSAS CITY BCN 22         APPROX.59.6 KM 0813023.2 |
 GJ0635| GJ0525 AMARILLO KANSAS CITY BCN 21         APPROX.46.7 KM 0930730.2 |
 GJ0635| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX.35.6 KM 1125601.6 |
 GJ0635| CL3776 POWERS AZ MK                                       1642145.8 |
 GJ0635| CL3778 POWERS RM 2                          23.850 METERS 26229     |
 GJ0635| CL3777 POWERS RM 1                          33.715 METERS 35909     |
 GJ0635|---------------------------------------------------------------------|
 GJ0635
 GJ0635                          SUPERSEDED SURVEY CONTROL
 GJ0635
 GJ0635  NAD 83(1993)-  36 54 29.99845(N)    098 59 27.23632(W) AD(       ) 1
 GJ0635  NAD 83(1986)-  36 54 30.00145(N)    098 59 27.22568(W) AD(       ) 1
 GJ0635  NAD 27      -  36 54 29.89277(N)    098 59 25.87105(W) AD(       ) 1
 GJ0635  NGVD 29 (07/19/86)  616.17   (m)         2021.6    (f) LEVELING    3  
 GJ0635
 GJ0635.Superseded values are not recommended for survey control.
 GJ0635
 GJ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0635.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0635
 GJ0635_MARKER: DS = TRIANGULATION STATION DISK
 GJ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0635_STAMPING: POWERS 1934
 GJ0635_MARK LOGO: CGS
 GJ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0635+STABILITY: SURFACE MOTION
 GJ0635
 GJ0635  HISTORY     - Date     Condition        Report By
 GJ0635  HISTORY     - 1934     MONUMENTED       CGS
 GJ0635
 GJ0635                          STATION DESCRIPTION
 GJ0635
 GJ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0635'STATION IS IN THE NORTHEAST QUARTER OF SEC. 14, T. 28 N., R.
 GJ0635'17 W., ABOUT 7-1/2 MILES NORTH AND 1 MILE WEST OF WHITEHORSE CAMP
 GJ0635'AND GARAGE, 9-1/2 MILES NORTH AND 7 MILES EAST OF FREEDOM
 GJ0635'ON THE LAND OF H.A. POWERS.  STATION IS 48 FEET SOUTH AND 8
 GJ0635'FEET EAST OF THE SOUTHEAST CORNER OF TWO-STORY FRAME HOUSE.
 GJ0635'MARK PROJECTS 6 INCHES ABOVE GROUND.
 GJ0635'
 GJ0635'STATION IS REACHED FROM WHITEHORSE CAMP AND GARAGE WHICH IS
 GJ0635'17 MILES WEST OF ALVA BY GOING WEST ON U.S. HIGHWAY 64 FOR 1.0
 GJ0635'MILE, TURN RIGHT AND GO 7.5 MILES NORTH TO LANE ON LEFT,
 GJ0635'GO THROUGH GATE AND GO 0.15 MILE WEST TO FRAME HOUSE AND
 GJ0635'STATION.
 GJ0635'
 GJ0635'AZIMUTH MARK IS 0.55 MILE SOUTH OF STATION, 20 FEET WEST OF
 GJ0635'CENTERLINE OF ROAD AND 0.05 MILE NORTH OF DRIVEWAY LEADING
 GJ0635'TO ONE-STORY HOUSE.  TO REACH FROM STATION GO 0.15 MILE EAST
 GJ0635'TO ROAD, TURN RIGHT AND GO 0.55 MILE SOUTH TO MARK ON RIGHT,
 GJ0635'AND PROJECTS 6 INCHES ABOVE GROUND.
 GJ0635'
 GJ0635'REFERENCE MARK NO. 1 IS NORTH OF STATION, 38 FEET NORTH AND 8
 GJ0635'FEET EAST OF THE NORTHEAST CORNER OF FRAME HOUSE AND PROJECTS
 GJ0635'6 INCHES ABOVE GROUND.
 GJ0635'
 GJ0635'REFERENCE MARK NO. 2 IS WEST OF STATION ON EAST EDGE OF
 GJ0635'CULTIVATED FIELD, 48 FEET SOUTH OF SOUTH EDGE OF HOUSE, AND
 GJ0635'PROJECTS 6 INCHES ABOVE GROUND.
 GJ0635'
 GJ0635'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0069 ***********************************************************************
 FK0069  DESIGNATION -  PP 114
 FK0069  PID         -  FK0069
 FK0069  STATE/COUNTY-  OK/BLAINE
 FK0069  COUNTRY     -  US
 FK0069  USGS QUAD   -  WATONGA (2018)
 FK0069
 FK0069                         *CURRENT SURVEY CONTROL
 FK0069  ______________________________________________________________________
 FK0069* NAD 83(1986) POSITION- 35 50 28.     (N) 098 22 35.     (W)   SCALED
 FK0069* NAVD 88 ORTHO HEIGHT -   470.101 (meters)     1542.32  (feet) ADJUSTED
 FK0069  ______________________________________________________________________
 FK0069  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 FK0069  DYNAMIC HEIGHT  -        469.656 (meters)     1540.86  (feet) COMP
 FK0069  MODELED GRAVITY -    979,672.4   (mgal)                       NAVD 88
 FK0069
 FK0069  VERT ORDER      -  SECOND    CLASS 0
 FK0069
 FK0069.The horizontal coordinates were scaled from a map and have
 FK0069.an estimated accuracy of +/- 6 seconds.
 FK0069
 FK0069.The orthometric height was determined by differential leveling and
 FK0069.adjusted by the NATIONAL GEODETIC SURVEY
 FK0069.in June 1991.
 FK0069
 FK0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0069.GEOID18 height accuracy estimate available here.
 FK0069
 FK0069.Click photographs - Photos may exist for this station.
 FK0069
 FK0069.The dynamic height is computed by dividing the NAVD 88
 FK0069.geopotential number by the normal gravity value computed on the
 FK0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0069.degrees latitude (g = 980.6199 gals.).
 FK0069
 FK0069.The modeled gravity was interpolated from observed gravity values.
 FK0069
 FK0069;                    North         East    Units  Estimated Accuracy
 FK0069;SPC OK N     -    93,390.      566,000.      MT  (+/- 180 meters Scaled)
 FK0069
 FK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE563665(NAD 83)
 FK0069
 FK0069                          SUPERSEDED SURVEY CONTROL
 FK0069
 FK0069  NGVD 29 (??/??/92)  469.917  (m)         1541.72   (f) ADJ UNCH    2 0
 FK0069
 FK0069.Superseded values are not recommended for survey control.
 FK0069
 FK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0069.See file dsdata.pdf to determine how the superseded data were derived.
 FK0069
 FK0069_MARKER: DB = BENCH MARK DISK
 FK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0069_STAMPING: PP 114 1935
 FK0069_MARK LOGO: CGS
 FK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0069+STABILITY: SURFACE MOTION
 FK0069
 FK0069  HISTORY     - Date     Condition        Report By
 FK0069  HISTORY     - 1935     MONUMENTED       CGS
 FK0069  HISTORY     - 19951115 MARK NOT FOUND   OKDOT
 FK0069
 FK0069                          STATION DESCRIPTION
 FK0069
 FK0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0069'2.1 MI E FROM WATONGA.
 FK0069'2.1 MILES EAST OF ROCK ISLAND STATION AT WATONGA.  30 FEET SOUTH
 FK0069'OF CENTER LINE OF STATE HIGHWAY 33, 18 FEET WEST OF NORTHWEST
 FK0069'CORNER OF LOT OF SMALL FRAME HOUSE.
 FK0069
 FK0069                          STATION RECOVERY (1995)
 FK0069
 FK0069'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0219 ***********************************************************************
 EM0219  DESIGNATION -  PP 29
 EM0219  PID         -  EM0219
 EM0219  STATE/COUNTY-  OK/KIOWA
 EM0219  COUNTRY     -  US
 EM0219  USGS QUAD   -  ROOSEVELT (2018)
 EM0219
 EM0219                         *CURRENT SURVEY CONTROL
 EM0219  ______________________________________________________________________
 EM0219* NAD 83(1986) POSITION- 34 47 47.     (N) 099 00 40.     (W)   SCALED
 EM0219* NAVD 88 ORTHO HEIGHT -   430.610 (meters)     1412.76  (feet) ADJUSTED
 EM0219  ______________________________________________________________________
 EM0219  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 EM0219  DYNAMIC HEIGHT  -        430.183 (meters)     1411.36  (feet) COMP
 EM0219  MODELED GRAVITY -    979,628.9   (mgal)                       NAVD 88
 EM0219
 EM0219  VERT ORDER      -  SECOND    CLASS 0
 EM0219
 EM0219.The horizontal coordinates were scaled from a map and have
 EM0219.an estimated accuracy of +/- 6 seconds.
 EM0219
 EM0219.The orthometric height was determined by differential leveling and
 EM0219.adjusted by the NATIONAL GEODETIC SURVEY
 EM0219.in June 1991.
 EM0219
 EM0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0219.GEOID18 height accuracy estimate available here.
 EM0219
 EM0219.Click photographs - Photos may exist for this station.
 EM0219
 EM0219.The dynamic height is computed by dividing the NAVD 88
 EM0219.geopotential number by the normal gravity value computed on the
 EM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0219.degrees latitude (g = 980.6199 gals.).
 EM0219
 EM0219.The modeled gravity was interpolated from observed gravity values.
 EM0219
 EM0219;                    North         East    Units  Estimated Accuracy
 EM0219;SPC OK S     -   162,750.      507,480.      MT  (+/- 180 meters Scaled)
 EM0219
 EM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD989504(NAD 83)
 EM0219
 EM0219                          SUPERSEDED SURVEY CONTROL
 EM0219
 EM0219  NGVD 29 (??/??/92)  430.463  (m)         1412.28   (f) ADJ UNCH    2 0
 EM0219
 EM0219.Superseded values are not recommended for survey control.
 EM0219
 EM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0219.See file dsdata.pdf to determine how the superseded data were derived.
 EM0219
 EM0219_MARKER: DB = BENCH MARK DISK
 EM0219_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EM0219_SP_SET: WATER TOWER FOUNDATION
 EM0219_STAMPING: PP 29 1934
 EM0219_MARK LOGO: CGS
 EM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0219+STABILITY: SURFACE MOTION
 EM0219
 EM0219  HISTORY     - Date     Condition        Report By
 EM0219  HISTORY     - 1934     MONUMENTED       CGS
 EM0219  HISTORY     - 1960     GOOD             CGS
 EM0219  HISTORY     - 1963     GOOD             CGS
 EM0219
 EM0219                          STATION DESCRIPTION
 EM0219
 EM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EM0219'IN COLD SPRINGS.
 EM0219'AT COLD SPRINGS, ABOUT 800 FEET NORTH OF THE ST. LOUIS-SAN FRANCISCO
 EM0219'RAILWAY STATION, 200 FEET SOUTH OF THE TWENTY-FIFTH POLE SOUTH OF
 EM0219'MILEPOST 733, AT A WATER TOWER, 20 FEET EAST OF THE TRACK, AND IN THE
 EM0219'TOP OF THE CENTER CONCRETE FOUNDATION, ABOUT 4 FEET HIGHER THAN THE
 EM0219'TRACK. A STANDARD DISK, STAMPED PP 29 1934.
 EM0219
 EM0219                          STATION RECOVERY (1963)
 EM0219
 EM0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0274 ***********************************************************************
 EL0274  DESIGNATION -  PP 45 ATSFRY
 EL0274  PID         -  EL0274
 EL0274  STATE/COUNTY-  OK/PONTOTOC
 EL0274  COUNTRY     -  US
 EL0274  USGS QUAD   -  STONEWALL (2018)
 EL0274
 EL0274                         *CURRENT SURVEY CONTROL
 EL0274  ______________________________________________________________________
 EL0274* NAD 83(1986) POSITION- 34 40 54.     (N) 096 36 35.     (W)   SCALED
 EL0274* NAVD 88 ORTHO HEIGHT -   230.088 (meters)      754.88  (feet) ADJUSTED
 EL0274  ______________________________________________________________________
 EL0274  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 EL0274  DYNAMIC HEIGHT  -        229.865 (meters)      754.15  (feet) COMP
 EL0274  MODELED GRAVITY -    979,658.3   (mgal)                       NAVD 88
 EL0274
 EL0274  VERT ORDER      -  SECOND    CLASS 0
 EL0274
 EL0274.The horizontal coordinates were scaled from a map and have
 EL0274.an estimated accuracy of +/- 6 seconds.
 EL0274
 EL0274.The orthometric height was determined by differential leveling and
 EL0274.adjusted by the NATIONAL GEODETIC SURVEY
 EL0274.in June 1991.
 EL0274
 EL0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0274.GEOID18 height accuracy estimate available here.
 EL0274
 EL0274.Click photographs - Photos may exist for this station.
 EL0274
 EL0274.The dynamic height is computed by dividing the NAVD 88
 EL0274.geopotential number by the normal gravity value computed on the
 EL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0274.degrees latitude (g = 980.6199 gals.).
 EL0274
 EL0274.The modeled gravity was interpolated from observed gravity values.
 EL0274
 EL0274;                    North         East    Units  Estimated Accuracy
 EL0274;SPC OK S     -   150,440.      727,390.      MT  (+/- 180 meters Scaled)
 EL0274
 EL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD189403(NAD 83)
 EL0274
 EL0274                          SUPERSEDED SURVEY CONTROL
 EL0274
 EL0274  NGVD 29 (??/??/92)  230.008  (m)          754.62   (f) ADJ UNCH    2 0
 EL0274
 EL0274.Superseded values are not recommended for survey control.
 EL0274
 EL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0274.See file dsdata.pdf to determine how the superseded data were derived.
 EL0274
 EL0274_MARKER: B = BOLT
 EL0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0274_STAMPING: PP-45 1934
 EL0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0274+STABILITY: SURFACE MOTION
 EL0274
 EL0274  HISTORY     - Date     Condition        Report By
 EL0274  HISTORY     - 1934     MONUMENTED
 EL0274  HISTORY     - 1934     GOOD             CGS
 EL0274  HISTORY     - 1957     MARK NOT FOUND   USGS
 EL0274
 EL0274                          STATION DESCRIPTION
 EL0274
 EL0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0274'2.9 MI NW FROM FRISCO.
 EL0274'2.9 MILES NORTHWEST OF A-T AND SF RR. STATION AT FRISCO.  140
 EL0274'FEET NORTHWEST OF MILE POST 31.  57 FEET NORTH OF THE NEAREST
 EL0274'RAIL OF THE ATCHISON-TOPEKA AND SANTA FE RAILROAD TRACK.  33
 EL0274'FEET SOUTH OF A GATE IN THE PROPERTY LINE FENCE.  IT IS A
 EL0274'RAILROAD BENCH-MARK OF THE ATCHISON-TOPEKA AND SANTA FE RAILWAY,
 EL0274'AND IS A CONCRETE POST ABOUT 4 INCHES SQUARE AT THE TOP, WITH
 EL0274'A SQUAREHEADED IRON BOLT SET IN THE TOP, THE POST STANDS ABOUT
 EL0274'8 INCHES ABOVE THE GROUND.
 EL0274
 EL0274                          STATION RECOVERY (1957)
 EL0274
 EL0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EL0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1200 ***********************************************************************
 FJ1200  DESIGNATION -  PRAGUE MUNICIPAL TANK
 FJ1200  PID         -  FJ1200
 FJ1200  STATE/COUNTY-  OK/LINCOLN
 FJ1200  COUNTRY     -  US
 FJ1200  USGS QUAD   -  PRAGUE (2018)
 FJ1200
 FJ1200                         *CURRENT SURVEY CONTROL
 FJ1200  ______________________________________________________________________
 FJ1200* NAD 83(1993) POSITION- 35 28 59.06973(N) 096 40 53.64980(W)   ADJUSTED
 FJ1200  ______________________________________________________________________
 FJ1200  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 FJ1200  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 FJ1200  HORZ ORDER      -  THIRD
 FJ1200
 FJ1200.The horizontal coordinates were established by classical geodetic methods
 FJ1200.and adjusted by the National Geodetic Survey in November 1994.
 FJ1200
 FJ1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1200.GEOID18 height accuracy estimate available here.
 FJ1200
 FJ1200.Click photographs - Photos may exist for this station.
 FJ1200
 FJ1200.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1200
 FJ1200. The following values were computed from the NAD 83(1993) position.
 FJ1200
 FJ1200;                    North         East     Units Scale Factor Converg.
 FJ1200;SPC OK N     -    54,411.306   719,643.758   MT  1.00001622   +0 46 41.0
 FJ1200;SPC OK N     -   178,514.43  2,361,031.23   sFT  1.00001622   +0 46 41.0
 FJ1200;SPC OK S     -   239,251.608   719,649.140   MT  1.00005890   +0 44 54.1
 FJ1200;SPC OK S     -   784,944.65  2,361,048.89   sFT  1.00005890   +0 44 54.1
 FJ1200;UTM  14      - 3,929,087.265   710,328.635   MT  1.00014519   +1 20 46.5
 FJ1200
 FJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1032829087(NAD 83)
 FJ1200
 FJ1200                          SUPERSEDED SURVEY CONTROL
 FJ1200
 FJ1200  NAD 83(1986)-  35 28 59.07563(N)    096 40 53.62841(W) AD(       ) 3
 FJ1200  NAD 27      -  35 28 58.79300(N)    096 40 52.56600(W) AD(       ) 3
 FJ1200
 FJ1200.Superseded values are not recommended for survey control.
 FJ1200
 FJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1200.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1200
 FJ1200_MARKER: 53 = ELEVATED TANK
 FJ1200
 FJ1200  HISTORY     - Date     Condition        Report By
 FJ1200  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1200
 FJ1200                          STATION DESCRIPTION
 FJ1200
 FJ1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1200'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL WATER TANK,
 FJ1200'ABOUT 100 FEET HIGH AND LOCATED IN THE SOUTHEAST PART OF TOWN.
 FJ1200'
 FJ1200'OBSERVED UPON FROM STATIONS DECKER, DAVIS, ARGO, HOUSE, BOLEY
 FJ1200'AND CLEMATIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0652 ***********************************************************************
 GH0652  DESIGNATION -  PRAIRIE CHAPEL CHURCH BELFRY
 GH0652  PID         -  GH0652
 GH0652  STATE/COUNTY-  OK/KAY
 GH0652  COUNTRY     -  US
 GH0652  USGS QUAD   -  NEWKIRK SW (2018)
 GH0652
 GH0652                         *CURRENT SURVEY CONTROL
 GH0652  ______________________________________________________________________
 GH0652* NAD 83(1997) POSITION- 36 47 47.17702(N) 097 08 21.23074(W)   ADJUSTED
 GH0652  ______________________________________________________________________
 GH0652  GEOID HEIGHT    -        -28.923 (meters)                     GEOID18
 GH0652  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 GH0652  HORZ ORDER      -  THIRD
 GH0652
 GH0652.The horizontal coordinates were established by classical geodetic methods
 GH0652.and adjusted by the National Geodetic Survey in October 1998.
 GH0652
 GH0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0652.GEOID18 height accuracy estimate available here.
 GH0652
 GH0652.Click photographs - Photos may exist for this station.
 GH0652
 GH0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0652
 GH0652. The following values were computed from the NAD 83(1997) position.
 GH0652
 GH0652;                    North         East     Units Scale Factor Converg.
 GH0652;SPC OK N     -   199,667.595   676,821.693   MT  1.00000557   +0 30 28.7
 GH0652;SPC OK N     -   655,076.10  2,220,539.17   sFT  1.00000557   +0 30 28.7
 GH0652;UTM  14      - 4,073,905.986   666,012.558   MT  0.99993954   +1 06 53.3
 GH0652
 GH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6601273905(NAD 83)
 GH0652
 GH0652                          SUPERSEDED SURVEY CONTROL
 GH0652
 GH0652  NAD 83(1993)-  36 47 47.17775(N)    097 08 21.22976(W) AD(       ) 3
 GH0652  NAD 83(1986)-  36 47 47.18827(N)    097 08 21.21954(W) AD(       ) 3
 GH0652  NAD 27      -  36 47 47.06640(N)    097 08 20.07760(W) AD(       ) 3
 GH0652
 GH0652.Superseded values are not recommended for survey control.
 GH0652
 GH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0652.See file dsdata.pdf to determine how the superseded data were derived.
 GH0652
 GH0652_MARKER: 75 = BELFRY
 GH0652
 GH0652  HISTORY     - Date     Condition        Report By
 GH0652  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0652
 GH0652                          STATION DESCRIPTION
 GH0652
 GH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0652'THE STATION IS THE TOP-CENTER OF THE BELFRY.  IT IS ABOUT
 GH0652'8 MILES EAST-SOUTHEAST OF BLACKWELL AND 5-1/4 MILES WEST-SOUTHWEST
 GH0652'OF KILDARE.  IT IS A WOOD FRAME BUILDING, WHITE IN COLOR
 GH0652'WITH A BELFRY ON THE EAST END.  IT IS IN THE NORTHEAST 1/4
 GH0652'OF SECTION 25, T 27 N, R 1 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0821 ***********************************************************************
 EM0821  DESIGNATION -  PRATT
 EM0821  PID         -  EM0821
 EM0821  STATE/COUNTY-  OK/COMANCHE
 EM0821  COUNTRY     -  US
 EM0821  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0821
 EM0821                         *CURRENT SURVEY CONTROL
 EM0821  ______________________________________________________________________
 EM0821* NAD 83(1993) POSITION- 34 43 08.61314(N) 098 31 28.90690(W)   ADJUSTED
 EM0821* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 EM0821  ______________________________________________________________________
 EM0821  GEOID HEIGHT    -        -25.597 (meters)                     GEOID18
 EM0821  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 EM0821  HORZ ORDER      -  THIRD
 EM0821
 EM0821.The horizontal coordinates were established by classical geodetic methods
 EM0821.and adjusted by the National Geodetic Survey in November 1994.
 EM0821
 EM0821.The orthometric height was scaled from a topographic map.
 EM0821
 EM0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0821.GEOID18 height accuracy estimate available here.
 EM0821
 EM0821.Click photographs - Photos may exist for this station.
 EM0821
 EM0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0821
 EM0821. The following values were computed from the NAD 83(1993) position.
 EM0821
 EM0821;                    North         East     Units Scale Factor Converg.
 EM0821;SPC OK S     -   153,834.708   551,941.457   MT  0.99993870   -0 17 52.2
 EM0821;SPC OK S     -   504,706.04  1,810,827.93   sFT  0.99993870   -0 17 52.2
 EM0821;UTM  14      - 3,841,991.333   543,520.139   MT  0.99962334   +0 16 14.6
 EM0821
 EM0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0821!SPC OK S     -   0.99992913  x   0.99993870  =   0.99986783
 EM0821!UTM  14      -   0.99992913  x   0.99962334  =   0.99955249
 EM0821
 EM0821:                Primary Azimuth Mark                     Grid Az
 EM0821:SPC OK S     -  THOMAS                                   295 17 18.6
 EM0821:UTM  14      -  THOMAS                                   294 43 11.8
 EM0821
 EM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4352041991(NAD 83)
 EM0821
 EM0821|---------------------------------------------------------------------|
 EM0821| PID    Reference Object                     Distance      Geod. Az  |
 EM0821|                                                           dddmmss.s |
 EM0821| EM0825 THOMAS                              APPROX. 1.1 KM 2945926.4 |
 EM0821|---------------------------------------------------------------------|
 EM0821
 EM0821                          SUPERSEDED SURVEY CONTROL
 EM0821
 EM0821  NAD 83(1986)-  34 43 08.61864(N)    098 31 28.89186(W) AD(       ) 3
 EM0821  NAD 27      -  34 43 08.37200(N)    098 31 27.68300(W) AD(       ) 3
 EM0821
 EM0821.Superseded values are not recommended for survey control.
 EM0821
 EM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0821.See file dsdata.pdf to determine how the superseded data were derived.
 EM0821
 EM0821_MARKER: I = METAL ROD
 EM0821_SETTING: 66 = SET IN ROCK OUTCROP
 EM0821_STAMPING: PRATT 1945
 EM0821_MARK LOGO: USA
 EM0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0821+STABILITY: POSITION/ELEVATION WELL
 EM0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0821+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 EM0821
 EM0821  HISTORY     - Date     Condition        Report By
 EM0821  HISTORY     - 1945     MONUMENTED       USA
 EM0821  HISTORY     - 19991220 GOOD             LOCSUR
 EM0821  HISTORY     - 20141107 GOOD             GEOCAC
 EM0821
 EM0821                          STATION DESCRIPTION
 EM0821
 EM0821'DESCRIBED BY US ARMY 1945
 EM0821'SUMMIT OF PRATT HILL WHICH LIES JUST S OF ELMER THOMAS LAKE.
 EM0821'MARKED BY A 3/8 IN REINFORCING ROD EMBEDDED IN CEMENT ON
 EM0821'JAGGED ROCK OUTCROP, PROJECTING ABOUT 5 INCHES.  ABOUT 40 FT.
 EM0821'W OF TELEPHONE POLE.
 EM0821
 EM0821                          STATION RECOVERY (1999)
 EM0821
 EM0821'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0821'RECOVERED IN GOOD CONDITION.  NOTE--A 50 CALIBER SHELL HAS BEEN DRIVEN
 EM0821'OVER ROD.  PRATT 1945 IS ETCHED INTO THE CONCRETE MONUMENT NORTH FACE.
 EM0821
 EM0821                          STATION RECOVERY (2014)
 EM0821
 EM0821'RECOVERY NOTE BY GEOCACHING 2014
 EM0821'MARK RECOVERED AS DESCRIBED.  SHELL CASING HAS BEEN STRUCK A FEW
 EM0821'TIMES, BUT IS STILL IN PLACE.  PRATT CAN STILL BE READ ON
 EM0821'MONUMENTATION.  EASILY REACHED FROM LETRA ARCHERY RANGE AND FOLLOW
 EM0821'TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9182 ***********************************************************************
 AC9182  DESIGNATION -  PRCO A
 AC9182  PID         -  AC9182
 AC9182  STATE/COUNTY-  OK/MCCLAIN
 AC9182  COUNTRY     -  US
 AC9182  USGS QUAD   -  CRINER (2018)
 AC9182
 AC9182                         *CURRENT SURVEY CONTROL
 AC9182  ______________________________________________________________________
 AC9182* NAD 83(2011) POSITION- 34 58 55.95846(N) 097 31 17.65240(W)   ADJUSTED
 AC9182* NAD 83(2011) ELLIP HT-   318.078 (meters)        (06/27/12)   ADJUSTED
 AC9182* NAD 83(2011) EPOCH   -  2010.00
 AC9182* NAVD 88 ORTHO HEIGHT -   344.213 (meters)     1129.31  (feet) ADJUSTED
 AC9182  ______________________________________________________________________
 AC9182  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 AC9182  NAD 83(2011) X  -   -684,842.158 (meters)                     COMP
 AC9182  NAD 83(2011) Y  - -5,186,802.791 (meters)                     COMP
 AC9182  NAD 83(2011) Z  -  3,636,432.454 (meters)                     COMP
 AC9182  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 AC9182  DYNAMIC HEIGHT  -        343.875 (meters)     1128.20  (feet) COMP
 AC9182  MODELED GRAVITY -    979,641.8   (mgal)                       NAVD 88
 AC9182
 AC9182  VERT ORDER      -  SECOND    CLASS I
 AC9182
 AC9182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9182  Standards:
 AC9182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9182  -------------------------------------------------------------------
 AC9182  NETWORK    0.66   1.74           0.30   0.23   0.89      0.07939638
 AC9182  -------------------------------------------------------------------
 AC9182  Click here for local accuracies and other accuracy information.
 AC9182
 AC9182.This is a reference station for the PURCELL
 AC9182.National Continuously Operating Reference Station (PRCO).
 AC9182
 AC9182.The horizontal coordinates were established by GPS observations
 AC9182.and adjusted by the National Geodetic Survey in June 2012.
 AC9182
 AC9182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9182.been affixed to the stable North American tectonic plate. See 
 AC9182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9182
 AC9182.The horizontal coordinates are valid at the epoch date displayed above
 AC9182.which is a decimal equivalence of Year/Month/Day.
 AC9182
 AC9182.The orthometric height was determined by differential leveling and
 AC9182.adjusted by the NATIONAL GEODETIC SURVEY
 AC9182.in July 2002.
 AC9182
 AC9182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9182.GEOID18 height accuracy estimate available here.
 AC9182
 AC9182.Click photographs - Photos may exist for this station.
 AC9182
 AC9182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9182
 AC9182.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9182
 AC9182.The ellipsoidal height was determined by GPS observations
 AC9182.and is referenced to NAD 83.
 AC9182
 AC9182.The dynamic height is computed by dividing the NAVD 88
 AC9182.geopotential number by the normal gravity value computed on the
 AC9182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9182.degrees latitude (g = 980.6199 gals.).
 AC9182
 AC9182.The modeled gravity was interpolated from observed gravity values.
 AC9182
 AC9182. The following values were computed from the NAD 83(2011) position.
 AC9182
 AC9182;                    North         East     Units Scale Factor Converg.
 AC9182;SPC OK S     -   183,005.251   643,682.528   MT  0.99996000   +0 16 17.6
 AC9182;SPC OK S     -   600,409.73  2,111,815.09   sFT  0.99996000   +0 16 17.6
 AC9182;UTM  14      - 3,872,068.588   634,943.539   MT  0.99982443   +0 50 51.9
 AC9182
 AC9182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9182!SPC OK S     -   0.99995007  x   0.99996000  =   0.99991008
 AC9182!UTM  14      -   0.99995007  x   0.99982443  =   0.99977451
 AC9182
 AC9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3494372068(NAD 83)
 AC9182
 AC9182|---------------------------------------------------------------------|
 AC9182| PID    Reference Object                     Distance      Geod. Az  |
 AC9182|                                                           dddmmss.s |
 AC9182| AB6374 PURCELL CORS L1 PHASE CENTER        336.565 METERS 14048     |
 AC9182|---------------------------------------------------------------------|
 AC9182
 AC9182                          SUPERSEDED SURVEY CONTROL
 AC9182
 AC9182  NAD 83(2007)-  34 58 55.95850(N)    097 31 17.65281(W) AD(2002.00) 0
 AC9182  ELLIP H (02/10/07)  318.099  (m)                       GP(2002.00)    
 AC9182  ELLIP H (02/05/01)  318.100  (m)                       GP(       ) 2 2
 AC9182  NAD 83(1993)-  34 58 55.95840(N)    097 31 17.65327(W) AD(       ) B
 AC9182  ELLIP H (10/23/97)  318.113  (m)                       GP(       ) 4 2
 AC9182  NAVD 88 (10/23/97)  344.2    (m)  GEOID96  model used  GPS OBS        
 AC9182
 AC9182.Superseded values are not recommended for survey control.
 AC9182
 AC9182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9182.See file dsdata.pdf to determine how the superseded data were derived.
 AC9182
 AC9182_MARKER: F = FLANGE-ENCASED ROD
 AC9182_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9182+WITH SETTING: INFORMATION.
 AC9182_STAMPING: PRCO A 1997
 AC9182_MARK LOGO: NGS
 AC9182_PROJECTION: FLUSH
 AC9182_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9182+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2024
 AC9182_ROD/PIPE-DEPTH: 1.3 meters
 AC9182
 AC9182  HISTORY     - Date     Condition        Report By
 AC9182  HISTORY     - 1997     MONUMENTED       NGS
 AC9182  HISTORY     - 19970509 GOOD             NGS
 AC9182  HISTORY     - 20241107 GOOD             WHE
 AC9182
 AC9182                          STATION DESCRIPTION
 AC9182
 AC9182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9182'14.4 KM (8.95 MI) WESTERLY ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 AC9182'INTERSTATE HIGHWAY 35 IN PURCELL, THENCE 3.5 KM (2.15 MI) SOUTHERLY
 AC9182'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A
 AC9182'DRIVEWAY, 58.9 M (193.2 FT) EAST OF THE DRIVEWAY CENTER, 15.2 M (49.9
 AC9182'FT) WEST OF A UTILITY POLE 2.9 M (9.5 FT) SOUTH OF A T-FENCE CORNER,
 AC9182'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE DRIVEWAY, AND 0.5 M (1.6 FT)
 AC9182'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9182'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH OF 0.9 METER DOES NOT
 AC9182'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO
 AC9182'REFUSAL AND ANCHORED.
 AC9182
 AC9182                          STATION RECOVERY (1997)
 AC9182
 AC9182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9182'STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.
 AC9182
 AC9182                          STATION RECOVERY (2024)
 AC9182
 AC9182'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 AC9182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9183 ***********************************************************************
 AC9183  DESIGNATION -  PRCO B
 AC9183  PID         -  AC9183
 AC9183  STATE/COUNTY-  OK/MCCLAIN
 AC9183  COUNTRY     -  US
 AC9183  USGS QUAD   -  CRINER (2018)
 AC9183
 AC9183                         *CURRENT SURVEY CONTROL
 AC9183  ______________________________________________________________________
 AC9183* NAD 83(2011) POSITION- 34 59 08.28737(N) 097 31 22.54307(W)   ADJUSTED
 AC9183* NAD 83(2011) ELLIP HT-   326.342 (meters)        (06/27/12)   ADJUSTED
 AC9183* NAD 83(2011) EPOCH   -  2010.00
 AC9183* NAVD 88 ORTHO HEIGHT -   352.490 (meters)     1156.46  (feet) ADJUSTED
 AC9183  ______________________________________________________________________
 AC9183  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 AC9183  NAD 83(2011) X  -   -684,937.505 (meters)                     COMP
 AC9183  NAD 83(2011) Y  - -5,186,577.293 (meters)                     COMP
 AC9183  NAD 83(2011) Z  -  3,636,748.495 (meters)                     COMP
 AC9183  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 AC9183  DYNAMIC HEIGHT  -        352.144 (meters)     1155.33  (feet) COMP
 AC9183  MODELED GRAVITY -    979,641.7   (mgal)                       NAVD 88
 AC9183
 AC9183  VERT ORDER      -  SECOND    CLASS I
 AC9183
 AC9183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9183  Standards:
 AC9183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9183  -------------------------------------------------------------------
 AC9183  NETWORK    0.63   1.72           0.30   0.18   0.88      0.03551427
 AC9183  -------------------------------------------------------------------
 AC9183  Click here for local accuracies and other accuracy information.
 AC9183
 AC9183.This is a reference station for the PURCELL
 AC9183.National Continuously Operating Reference Station (PRCO).
 AC9183
 AC9183.The horizontal coordinates were established by GPS observations
 AC9183.and adjusted by the National Geodetic Survey in June 2012.
 AC9183
 AC9183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9183.been affixed to the stable North American tectonic plate. See 
 AC9183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9183
 AC9183.The horizontal coordinates are valid at the epoch date displayed above
 AC9183.which is a decimal equivalence of Year/Month/Day.
 AC9183
 AC9183.The orthometric height was determined by differential leveling and
 AC9183.adjusted by the NATIONAL GEODETIC SURVEY
 AC9183.in July 2002.
 AC9183
 AC9183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9183.GEOID18 height accuracy estimate available here.
 AC9183
 AC9183.Click photographs - Photos may exist for this station.
 AC9183
 AC9183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9183
 AC9183.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9183
 AC9183.The ellipsoidal height was determined by GPS observations
 AC9183.and is referenced to NAD 83.
 AC9183
 AC9183.The dynamic height is computed by dividing the NAVD 88
 AC9183.geopotential number by the normal gravity value computed on the
 AC9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9183.degrees latitude (g = 980.6199 gals.).
 AC9183
 AC9183.The modeled gravity was interpolated from observed gravity values.
 AC9183
 AC9183. The following values were computed from the NAD 83(2011) position.
 AC9183
 AC9183;                    North         East     Units Scale Factor Converg.
 AC9183;SPC OK S     -   183,384.581   643,556.695   MT  0.99996042   +0 16 14.9
 AC9183;SPC OK S     -   601,654.25  2,111,402.26   sFT  0.99996042   +0 16 14.9
 AC9183;UTM  14      - 3,872,446.582   634,813.915   MT  0.99982400   +0 50 49.3
 AC9183
 AC9183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9183!SPC OK S     -   0.99994878  x   0.99996042  =   0.99990920
 AC9183!UTM  14      -   0.99994878  x   0.99982400  =   0.99977279
 AC9183
 AC9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3481372446(NAD 83)
 AC9183
 AC9183                          SUPERSEDED SURVEY CONTROL
 AC9183
 AC9183  NAD 83(2007)-  34 59 08.28741(N)    097 31 22.54348(W) AD(2002.00) 0
 AC9183  ELLIP H (02/10/07)  326.363  (m)                       GP(2002.00)    
 AC9183  ELLIP H (02/05/01)  326.363  (m)                       GP(       ) 2 2
 AC9183  NAD 83(1993)-  34 59 08.28731(N)    097 31 22.54395(W) AD(       ) B
 AC9183  ELLIP H (10/23/97)  326.377  (m)                       GP(       ) 4 2
 AC9183  NAVD 88 (10/23/97)  352.5    (m)  GEOID96  model used  GPS OBS        
 AC9183
 AC9183.Superseded values are not recommended for survey control.
 AC9183
 AC9183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9183.See file dsdata.pdf to determine how the superseded data were derived.
 AC9183
 AC9183_MARKER: I = METAL ROD
 AC9183_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9183+WITH SETTING: INFORMATION.
 AC9183_STAMPING: PRCO B 1997
 AC9183_MARK LOGO: NGS
 AC9183_PROJECTION: FLUSH
 AC9183_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9183+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 AC9183_ROD/PIPE-DEPTH: 0.9 meters
 AC9183
 AC9183  HISTORY     - Date     Condition        Report By
 AC9183  HISTORY     - 1997     MONUMENTED       NGS
 AC9183  HISTORY     - 19970509 GOOD             NGS
 AC9183
 AC9183                          STATION DESCRIPTION
 AC9183
 AC9183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9183'14.4 KM (8.95 MI) WESTERLY ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 AC9183'INTERSTATE HIGHWAY 35 IN PURCELL, THENCE 3.5 KM (2.15 MI) SOUTHERLY
 AC9183'ALONG A GRAVELED ROAD, 55.5 M (182.1 FT) SOUTH OF THE ROAD CENTER,
 AC9183'27.3 M (89.6 FT) SOUTH OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 11.9
 AC9183'M (39.0 FT) EAST OF THE CENTER OF A DRIVEWAY, AND 0.5 M (1.6 FT) WEST
 AC9183'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9183'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH OF 0.7 METER NOT MEET THE
 AC9183'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND
 AC9183'ANCHORED.
 AC9183
 AC9183                          STATION RECOVERY (1997)
 AC9183
 AC9183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9183'STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0997 ***********************************************************************
 GH0997  DESIGNATION -  PRICE
 GH0997  PID         -  GH0997
 GH0997  STATE/COUNTY-  OK/PAWNEE
 GH0997  COUNTRY     -  US
 GH0997  USGS QUAD   -  PAWNEE (2018)
 GH0997
 GH0997                         *CURRENT SURVEY CONTROL
 GH0997  ______________________________________________________________________
 GH0997* NAD 83(1993) POSITION- 36 15 48.54136(N) 096 51 13.64643(W)   ADJUSTED
 GH0997* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 GH0997  ______________________________________________________________________
 GH0997  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 GH0997  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GH0997  HORZ ORDER      -  SECOND
 GH0997
 GH0997.The horizontal coordinates were established by classical geodetic methods
 GH0997.and adjusted by the National Geodetic Survey in November 1994.
 GH0997
 GH0997.The orthometric height was scaled from a topographic map.
 GH0997
 GH0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0997.GEOID18 height accuracy estimate available here.
 GH0997
 GH0997.Click photographs - Photos may exist for this station.
 GH0997
 GH0997.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0997
 GH0997. The following values were computed from the NAD 83(1993) position.
 GH0997
 GH0997;                    North         East     Units Scale Factor Converg.
 GH0997;SPC OK N     -   140,795.522   702,993.717   MT  0.99994681   +0 40 35.2
 GH0997;SPC OK N     -   461,926.64  2,306,405.22   sFT  0.99994681   +0 40 35.2
 GH0997;UTM  14      - 4,015,309.781   692,800.911   MT  1.00005802   +1 16 11.5
 GH0997
 GH0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0997!SPC OK N     -   0.99995516  x   0.99994681  =   0.99990197
 GH0997!UTM  14      -   0.99995516  x   1.00005802  =   1.00001318
 GH0997
 GH0997:                Primary Azimuth Mark                     Grid Az
 GH0997:SPC OK N     -  PAWNEE MUNICIPAL TANK                    035 09 56.2
 GH0997:UTM  14      -  PAWNEE MUNICIPAL TANK                    034 34 19.9
 GH0997
 GH0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9280015309(NAD 83)
 GH0997
 GH0997|---------------------------------------------------------------------|
 GH0997| PID    Reference Object                     Distance      Geod. Az  |
 GH0997|                                                           dddmmss.s |
 GH0997| GH0994 PAWNEE OKLA HWY PAT RAD MAST        APPROX.11.9 KM 0231839.2 |
 GH0997| GH0996 PAWNEE MUNICIPAL TANK               APPROX. 8.5 KM 0355031.4 |
 GH0997| CI2075 PRICE RM 1                           15.753 METERS 08604     |
 GH0997| CI2076 PRICE RM 2                           14.332 METERS 18156     |
 GH0997| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX. 9.5 KM 2212636.8 |
 GH0997| GH0985 GLENCOE MUNICIPAL TANK              APPROX. 7.7 KM 2390455.0 |
 GH0997|---------------------------------------------------------------------|
 GH0997
 GH0997                          SUPERSEDED SURVEY CONTROL
 GH0997
 GH0997  NAD 83(1986)-  36 15 48.55355(N)    096 51 13.63088(W) AD(       ) 2
 GH0997  NAD 27      -  36 15 48.35348(N)    096 51 12.52081(W) AD(       ) 2
 GH0997
 GH0997.Superseded values are not recommended for survey control.
 GH0997
 GH0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0997.See file dsdata.pdf to determine how the superseded data were derived.
 GH0997
 GH0997_MARKER: DS = TRIANGULATION STATION DISK
 GH0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0997_STAMPING: PRICE 1963
 GH0997_MARK LOGO: CGS
 GH0997_PROJECTION: RECESSED 30 CENTIMETERS
 GH0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0997+STABILITY: SURFACE MOTION
 GH0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0997+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH0997
 GH0997  HISTORY     - Date     Condition        Report By
 GH0997  HISTORY     - 1963     MONUMENTED       CGS
 GH0997  HISTORY     - 20101207 GOOD             INDIV
 GH0997  HISTORY     - 20220209 GOOD             OKDOT
 GH0997
 GH0997                          STATION DESCRIPTION
 GH0997
 GH0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0997'THE STATION IS ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 GH0997'GRAVELED ROAD, ABOUT 8-3/4 MILES SOUTHEAST OF MORRISON, 5-1/2
 GH0997'MILES SOUTHWEST OF PAWNEE AND 4-3/4 MILES NORTHEAST OF GLENCOE.
 GH0997'
 GH0997'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 GH0997'IN PAWNEE, GO WEST ON U.S. HIGHWAY 64 FOR 3.35 MILES TO A
 GH0997'CROSSROAD AT A CURVE IN THE HIGHWAY.  TURN LEFT, SOUTH,
 GH0997'ON GRAVELED ROAD FOR 3.85 MILES TO A MAIL BOX ON THE RIGHT
 GH0997'WITH F.O. PRICE ON IT.  CONTINUE SOUTH ON GRAVELED ROAD FOR
 GH0997'0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH TT 15 X (USGS),
 GH0997'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD
 GH0997'AND THE MARK SOUTHEAST ANGLE OF THE INTERSECTION OF THE
 GH0997'ROADS.
 GH0997'
 GH0997'STATION MARK IS A STANDARD DISK, STAMPED PRICE 1963, SET IN
 GH0997'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0997'SURROUNDING SURFACE.  IT IS 90 FEET NORTH OF THE NORTH GATE
 GH0997'POST OF A WIRE GATE, 76 FEET NORTH-NORTHEAST OF A POWER
 GH0997'LINE POLE, 26 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 GH0997'3.6 FEET SOUTH OF A WITNESS POST AND 3 FEET EAST OF A WIRE
 GH0997'FENCE.
 GH0997'
 GH0997'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PRICE NO 1 1963, SET
 GH0997'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0997'SURROUNDING SURFACE.  IT IS 109 FEET NORTHEAST OF NORTH GATE
 GH0997'POST OF THE GATE, 26 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 GH0997'ROAD AND 1 FOOT WEST OF A WIRE FENCE.  IT IS ABOUT THE SAME
 GH0997'ELEVATION AS THE STATION.
 GH0997'
 GH0997'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PRICE NO 2 1963,
 GH0997'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0997'THE SURROUNDING SURFACE.  IT IS 43.4 FEET NORTH OF THE NORTH
 GH0997'GATE POST OF THE GATE, 33 FEET NORTHEAST OF THE POWER LINE POLE
 GH0997'AND 28 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.  IT
 GH0997'IS ABOUT THE SAME ELEVATION AS THE STATION.
 GH0997'
 GH0997'TT 15 X (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 GH0997'TT, STA, NO, 15 X 1927, SET IN THE TOP OF A 6 INCH SQUARE
 GH0997'CONCRETE POST PROJECTING 6 INCHES.  IT IS 43 FEET EAST OF THE
 GH0997'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 39 FEET SOUTH OF
 GH0997'THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 8 FEET
 GH0997'EAST-SOUTHEAST OF A FENCE CORNER AND POWER LINE POLE AND 3.3
 GH0997'FEET SOUTH OF A WITNESS POST.
 GH0997
 GH0997                          STATION RECOVERY (2010)
 GH0997
 GH0997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (JF)
 GH0997'1.0' BELOW GROUND LEVEL
 GH0997
 GH0997                          STATION RECOVERY (2022)
 GH0997
 GH0997'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1022 ***********************************************************************
 FH1022  DESIGNATION -  PRIEST
 FH1022  PID         -  FH1022
 FH1022  STATE/COUNTY-  OK/LE FLORE
 FH1022  COUNTRY     -  US
 FH1022  USGS QUAD   -  PANAMA (2018)
 FH1022
 FH1022                         *CURRENT SURVEY CONTROL
 FH1022  ______________________________________________________________________
 FH1022* NAD 83(1993) POSITION- 35 13 15.57339(N) 094 40 21.42646(W)   ADJUSTED
 FH1022* NAVD 88 ORTHO HEIGHT -   156.    (meters)      512.    (feet) SCALED
 FH1022  ______________________________________________________________________
 FH1022  GEOID HEIGHT    -        -30.886 (meters)                     GEOID18
 FH1022  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 FH1022  HORZ ORDER      -  FIRST
 FH1022
 FH1022.The horizontal coordinates were established by classical geodetic methods
 FH1022.and adjusted by the National Geodetic Survey in November 1994.
 FH1022
 FH1022.The orthometric height was scaled from a topographic map.
 FH1022
 FH1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1022.GEOID18 height accuracy estimate available here.
 FH1022
 FH1022.Click photographs - Photos may exist for this station.
 FH1022
 FH1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1022
 FH1022. The following values were computed from the NAD 83(1993) position.
 FH1022
 FH1022;                    North         East     Units Scale Factor Converg.
 FH1022;SPC OK S     -   214,384.578   902,876.062   MT  0.99999758   +1 53 19.2
 FH1022;SPC OK S     -   703,360.07  2,962,185.88   sFT  0.99999758   +1 53 19.2
 FH1022;UTM  15      - 3,898,832.423   347,774.989   MT  0.99988558   -0 57 53.4
 FH1022
 FH1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1022!SPC OK S     -   0.99998035  x   0.99999758  =   0.99997793
 FH1022!UTM  15      -   0.99998035  x   0.99988558  =   0.99986593
 FH1022
 FH1022:                Primary Azimuth Mark                     Grid Az
 FH1022:SPC OK S     -  PRIEST AZ MK RESET                       162 37 50.2
 FH1022:UTM  15      -  PRIEST AZ MK RESET                       165 29 02.8
 FH1022
 FH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4777498832(NAD 83)
 FH1022
 FH1022|---------------------------------------------------------------------|
 FH1022| PID    Reference Object                     Distance      Geod. Az  |
 FH1022|                                                           dddmmss.s |
 FH1022| FH1020 SPIRO MUNICIPAL STANDPIPE           APPROX. 5.5 KM 0583130.9 |
 FH1022| FH1025 PRIEST 2                             72.085 METERS 08326     |
 FH1022| FH1024 PRIEST AZ MK RESET                  APPROX. 0.5 KM 1643109.4 |
 FH1022| CI2078 PRIEST RM 1                          48.844 METERS 22325     |
 FH1022| CI2079 PRIEST RM 2                          45.160 METERS 31042     |
 FH1022| CI2077 PRIEST AZ MK                                       3572757.8 |
 FH1022|---------------------------------------------------------------------|
 FH1022
 FH1022                          SUPERSEDED SURVEY CONTROL
 FH1022
 FH1022  NAD 83(1986)-  35 13 15.57779(N)    094 40 21.41886(W) AD(       ) 1
 FH1022  NAD 27      -  35 13 15.22900(N)    094 40 20.61600(W) AD(       ) 1
 FH1022
 FH1022.Superseded values are not recommended for survey control.
 FH1022
 FH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1022.See file dsdata.pdf to determine how the superseded data were derived.
 FH1022
 FH1022_MARKER: DS = TRIANGULATION STATION DISK
 FH1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1022_STAMPING: PRIEST 1940
 FH1022_MARK LOGO: CGS
 FH1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1022+STABILITY: SURFACE MOTION
 FH1022
 FH1022  HISTORY     - Date     Condition        Report By
 FH1022  HISTORY     - 1940     MONUMENTED       CGS
 FH1022  HISTORY     - 1959     GOOD             CGS
 FH1022  HISTORY     - 1960     GOOD             CGS
 FH1022  HISTORY     - 1966     GOOD             CGS
 FH1022  HISTORY     - 1975     GOOD             NGS
 FH1022
 FH1022                          STATION DESCRIPTION
 FH1022
 FH1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1022'THIS STATION IS LOCATED APPROXIMATELY 4 MILES SW OF SPIRO
 FH1022'ON A LOW HILL ON THE E SIDE OF U.S. HIGHWAY 271.  STATION,
 FH1022'ACCORDING TO LOCAL INFORMATION, IS ON PROPERTY OF MR. PRIEST,
 FH1022'A R.F.D. MAIL CARRIER IN SPIRO.
 FH1022'
 FH1022'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1022'DISKS SET IN CONCRETE.
 FH1022'
 FH1022'STATION IS STAMPED PRIEST 1940 AND PROJECTS ABOUT 6 INCHES
 FH1022'ABOVE THE GROUND.  IT IS 55.0 FEET E OF THE CENTER LINE
 FH1022'OF THE HIGHWAY, 4.6 FEET E OF FENCE, 4.3 FEET E OF REFERENCE
 FH1022'POST AND 8.0 FEET E OF EDGE OF CUT.
 FH1022'
 FH1022'REFERENCE MARK NO.1, STAMPED PRIEST NO.1 1940 PROJECTS ABOUT
 FH1022'5 INCHES ABOVE THE GROUND.  IT IS ABOUT 4 FEET LOWER THAN
 FH1022'THE STATION.  IT IS 1.0 FOOT E OF THE FENCE AND 55.0 FEET
 FH1022'W OF THE CENTER LINE OF THE HIGHWAY.  REFERENCE MARK NO.2,
 FH1022'STAMPED PRIEST NO.2 1940 PROJECTS ABOUT 3 INCHES ABOVE THE
 FH1022'GROUND.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.  IT
 FH1022'IS 1.0 FOOT W OF FENCE AND 57.0 FEET W OF THE CENTER LINE
 FH1022'OF THE HIGHWAY.
 FH1022'
 FH1022'AZIMUTH MARK, STAMPED PRIEST 1940, PROJECTS ABOUT 5 INCHES
 FH1022'ABOVE THE GROUND.  IT IS 94.0 FEET W OF THE CENTER LINE
 FH1022'OF THE HIGHWAY, 120 FEET N OF FENCE CORNER, 2.2 FEET S OF
 FH1022'REFERENCE POST, AND 35.0 FEET N OF THE CENTER LINE OF A
 FH1022'DIRT ROAD.
 FH1022'
 FH1022'TO REACH THE STATION FROM SPIRO GO W ON U.S. HIGHWAY 271
 FH1022'ABOUT 3 MILES TO JUNCTION OF U.S. HIGHWAY 59.  TURN LEFT
 FH1022'ON U.S. HIGHWAYS 271 AND 59 AND GO 0.8 MILE TO THE AZIMUTH
 FH1022'MARK ON THE LEFT.  CONTINUE S OF U.S. HIGHWAY 271 FOR 0.3
 FH1022'MILE TO STATION ON THE LEFT.
 FH1022
 FH1022                          STATION RECOVERY (1959)
 FH1022
 FH1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1022'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 FH1022'MARKS FOUND IN GOOD CONDITION.  THE STATION MARK IS UNDER
 FH1022'THE RIGHT OF WAY FENCE ON THE EAST SIDE OF THE HIGHWAY.
 FH1022'BOTH OF THE REFERENCE MARKS ARE INSIDE THE PASTURE FENCE
 FH1022'ON THE WEST SIDE OF THE HIGHWAY.  THE AZIMUTH MARK WAS NOT
 FH1022'FOUND AND HAD APPARENTLY BEEN DESTROYED.  A NEW HOUSE HAS
 FH1022'BEEN BUILT ON THE WEST SIDE OF THE HIGHWAY AND THE FORMER
 FH1022'LOCATION OF THE MARK WOULD BE IN THE FRONT YARD AT THIS
 FH1022'HOUSE.
 FH1022'
 FH1022'THE ORIGINAL DESCRIPTION TO REACH THIS STATION FROM SPIRO
 FH1022'IS ADEQUATE.
 FH1022
 FH1022                          STATION RECOVERY (1960)
 FH1022
 FH1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1022'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 FH1022'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND WAS
 FH1022'PRESUMED TO BE DESTROYED.  A HOUSE HAS BEEN BUILT NEAR THE
 FH1022'FORMER SITE OF THIS MARK AND ITS DESCRIBED LOCATION WOULD
 FH1022'BE IN THE FRONT YARD.  THE MARK WAS PROBABLY DESTROYED WHEN
 FH1022'THE HOUSE WAS BUILT.
 FH1022'
 FH1022'A NEW AZIMUTH MARK WAS ESTABLISHED, USING THE SPIRO MUNICIPAL
 FH1022'STANDPIPE FOR THE INITIAL.  THIS MARK IS ABOUT 0.35 MILE
 FH1022'SOUTH-SOUTHEAST OF THE STATION, ABOUT 0.1 MILE EAST OF THE
 FH1022'HIGHWAY, ABOUT 18 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 FH1022'ROAD AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK PROJECTS
 FH1022'ABOUT 4 INCHES AND THE DISK IS STAMPED PRIEST 1940 RESET 1960.
 FH1022'
 FH1022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 FH1022'THE HIGHWAY FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT
 FH1022'AND GO EAST FOR 0.1 MILE TO MARK ON RIGHT AS DESCRIBED.
 FH1022'
 FH1022'THE MEASUREMENTS WERE NOT CHECKED TO THE REFERENCE MARKS
 FH1022'DUE TO THEIR DISTANCE AND TO THE HEAVY TRAFFIC ON THE HIGHWAY.
 FH1022'THEY WERE APPARENTLY AS DESCRIBED AS THE ANGLE BETWEEN THEM
 FH1022'CHECKED TO WITHIN SIX SECONDS.
 FH1022'
 FH1022'TO REACH THE STATION FROM SPIRO, FROM THE MAIN INTERSECTION,
 FH1022'GO WEST ON U.S. HIGHWAY 271 FOR 3.0 MILES TO JUNCTION WITH
 FH1022'U.S. HIGHWAY 59, TURN LEFT AND GO SOUTH ON U.S. 59 AND 271
 FH1022'FOR 1.1 MILES TO STATION ON TOP OF ROAD BANK ON LEFT.
 FH1022
 FH1022                          STATION RECOVERY (1966)
 FH1022
 FH1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CC)
 FH1022'PRIEST 1940, REFERENCE NO. 1, REFERENCE NO. 2, RECOVERED IN GOOD
 FH1022'CONDITION.  AZIMUTH RELOCATED IN 1960 RECOVERED IN GOOD CONDITION.
 FH1022
 FH1022                          STATION RECOVERY (1975)
 FH1022
 FH1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FH1022'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK 1940
 FH1022'RESET 1960 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FH1022'DISTANCES LISTED ABOVE TO THE REFERENCE MARKS IN THE 1940 DISTANCES.
 FH1022'DUE TO HIGHWAY CONSTRUCTION, THE STATION MARK WILL BE DESTROYED.
 FH1022'STATION PRIEST 2, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 FH1022'ESTABLISHED THIS DATE.  SEE DESCRIPTION FOR PRIEST 2.
 FH1022'
 FH1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 FH1022'OF SPIRO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1025 ***********************************************************************
 FH1025  DESIGNATION -  PRIEST 2
 FH1025  PID         -  FH1025
 FH1025  STATE/COUNTY-  OK/LE FLORE
 FH1025  COUNTRY     -  US
 FH1025  USGS QUAD   -  PANAMA (2018)
 FH1025
 FH1025                         *CURRENT SURVEY CONTROL
 FH1025  ______________________________________________________________________
 FH1025* NAD 83(1993) POSITION- 35 13 15.84068(N) 094 40 18.59472(W)   ADJUSTED
 FH1025* NAVD 88 ORTHO HEIGHT -   157.    (meters)      515.    (feet) SCALED
 FH1025  ______________________________________________________________________
 FH1025  GEOID HEIGHT    -        -30.886 (meters)                     GEOID18
 FH1025  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 FH1025  HORZ ORDER      -  FIRST
 FH1025
 FH1025.The horizontal coordinates were established by classical geodetic methods
 FH1025.and adjusted by the National Geodetic Survey in November 1994.
 FH1025
 FH1025.The orthometric height was scaled from a topographic map.
 FH1025
 FH1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1025.GEOID18 height accuracy estimate available here.
 FH1025
 FH1025.Click photographs - Photos may exist for this station.
 FH1025
 FH1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1025
 FH1025. The following values were computed from the NAD 83(1993) position.
 FH1025
 FH1025;                    North         East     Units Scale Factor Converg.
 FH1025;SPC OK S     -   214,395.171   902,947.365   MT  0.99999760   +1 53 20.8
 FH1025;SPC OK S     -   703,394.82  2,962,419.81   sFT  0.99999760   +1 53 20.8
 FH1025;UTM  15      - 3,898,839.453   347,846.723   MT  0.99988531   -0 57 51.8
 FH1025
 FH1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1025!SPC OK S     -   0.99998019  x   0.99999760  =   0.99997779
 FH1025!UTM  15      -   0.99998019  x   0.99988531  =   0.99986550
 FH1025
 FH1025:                Primary Azimuth Mark                     Grid Az
 FH1025:SPC OK S     -  PRIEST AZ MK RESET                       170 52 04.4
 FH1025:UTM  15      -  PRIEST AZ MK RESET                       173 43 17.0
 FH1025
 FH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4784698839(NAD 83)
 FH1025
 FH1025|---------------------------------------------------------------------|
 FH1025| PID    Reference Object                     Distance      Geod. Az  |
 FH1025|                                                           dddmmss.s |
 FH1025| FH1020 SPIRO MUNICIPAL STANDPIPE           APPROX. 5.4 KM 0581219.0 |
 FH1025| CI2080 PRIEST 2 RM 3                        34.784 METERS 09101     |
 FH1025| CI2081 PRIEST 2 RM 4                         9.830 METERS 13508     |
 FH1025| FH1024 PRIEST AZ MK RESET                  497.050 METERS 1724525.2 |
 FH1025| CI2078 PRIEST RM 1                                        24726     |
 FH1025| FH1022 PRIEST                               72.085 METERS 26326     |
 FH1025| CI2079 PRIEST RM 2                                        28120     |
 FH1025|---------------------------------------------------------------------|
 FH1025
 FH1025                          SUPERSEDED SURVEY CONTROL
 FH1025
 FH1025  NAD 83(1986)-  35 13 15.84507(N)    094 40 18.58712(W) AD(       ) 1
 FH1025  NAD 27      -  35 13 15.49630(N)    094 40 17.78434(W) AD(       ) 1
 FH1025
 FH1025.Superseded values are not recommended for survey control.
 FH1025
 FH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1025.See file dsdata.pdf to determine how the superseded data were derived.
 FH1025
 FH1025_MARKER: DH = HORIZONTAL CONTROL DISK
 FH1025_SETTING: 66 = SET IN ROCK OUTCROP
 FH1025_STAMPING: PRIEST 2 1975
 FH1025_MARK LOGO: NGS
 FH1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1025+STABILITY: POSITION/ELEVATION WELL
 FH1025
 FH1025  HISTORY     - Date     Condition        Report By
 FH1025  HISTORY     - 1975     MONUMENTED       NGS
 FH1025
 FH1025                          STATION DESCRIPTION
 FH1025
 FH1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FH1025'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SPIRO, NEAR THE
 FH1025'TOP OF A ROCKY HILL IN PASTURE LAND THAT IS IN ESTATE THIS
 FH1025'DATE.  MR. AND MRS. LOWE WERE CONTACTED FOR THE PERMISSION TO
 FH1025'ESTABLISH THIS STATION ON THIS PROPERTY AND THEY LIVE 3/4 MILE
 FH1025'NORTH, 1 MILE EAST AND 1/4 MILE NORTH OF THE STATION.  REFERENCE
 FH1025'MARKS 1 AND 2 ARE ON PROPERTY OWNED BY MR. RALPH WILSON WHO
 FH1025'LIVES ON THE WEST SIDE OF HIGHWAY 59 AT THE STATION.
 FH1025'
 FH1025'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SPIRO, GO WEST
 FH1025'ON U.S. HIGHWAY 271 FOR 3.0 MILES TO JUNCTION WITH U.S. HIGHWAY 59.
 FH1025'TURN LEFT AND GO SOUTH ON HIGHWAYS 59 AND 271 FOR 1.1 MILES TO
 FH1025'WILSONS LARGE BRICK RANCH STYLE HOUSE ON THE RIGHT AND THE STATION
 FH1025'ON THE LEFT.
 FH1025'
 FH1025'THE STATION MARK IS A STANDARD DISK STAMPED PRIEST 2 1975, CEMENTED
 FH1025'IN A DRILL HOLE IN OUTCROPPING BEDROCK EXPOSED ABOUT 3 FEET BY 6
 FH1025'FEET, NEAR TOP OF HIGHEST HILL IN THE PASTURE AND 20 FEET SOUTH OF
 FH1025'A METAL WITNESS POST IN AN EAST-WEST FENCELINE.
 FH1025'
 FH1025'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRIEST NO 1 1940, SET
 FH1025'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FH1025'18 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTH-NORTHWEST
 FH1025'OF A CORNER FENCE POST AT CONCRETE DRIVEWAY TO THE WILSON HOUSE,
 FH1025'3.5 FEET NORTHWEST OF A POWER POLE, 2 FEET WEST OF THE
 FH1025'NORTH-SOUTH FENCE AND ON THE WEST SIDE OF THE HIGHWAY.
 FH1025'
 FH1025'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRIEST NO 2 1940, SET
 FH1025'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FH1025'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET WEST-NORTHWEST
 FH1025'OF A METAL WITNESS POST, 2 FEET WEST OF THE NORTH-SOUTH FENCE AND
 FH1025'ON THE WEST SIDE OF THE HIGHWAY.
 FH1025'
 FH1025'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PRIEST 2 NO 3 1975,
 FH1025'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT 4 FEET BY 16 INCHES
 FH1025'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 52
 FH1025'FEET SOUTH OF THE EAST-WEST FENCE AND ABOUT SAME ELEVATION AS THE
 FH1025'STATION MARK.
 FH1025'
 FH1025'REFERENCE MARK 4 IS A STANDARD DISK STAMPED PRIEST 2 NO 4 1975,
 FH1025'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP PROJECTING ABOUT 2
 FH1025'INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE
 FH1025'EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE STATION
 FH1025'MARK.
 FH1025'
 FH1025'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRIEST 1940 RESET
 FH1025'1960, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 FH1025'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET
 FH1025'SOUTH OF THE CENTER OF A GRAVELED ROAD, 1 FOOT WEST OF A METAL
 FH1025'WITNESS POST, 1 FOOT NORTH OF A NEW EAST-WEST FENCELINE AND IN AN
 FH1025'OLD EAST-WEST FENCELINE.
 FH1025'
 FH1025'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 FH1025'HIGHWAY FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 FH1025'AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 FH1025'THE RIGHT.
 FH1025'
 FH1025'NEAREST TOWN--SPIRO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1024 ***********************************************************************
 FH1024  DESIGNATION -  PRIEST AZ MK RESET
 FH1024  PID         -  FH1024
 FH1024  STATE/COUNTY-  OK/LE FLORE
 FH1024  COUNTRY     -  US
 FH1024  USGS QUAD   -  PANAMA (2018)
 FH1024
 FH1024                         *CURRENT SURVEY CONTROL
 FH1024  ______________________________________________________________________
 FH1024* NAD 83(1993) POSITION- 35 12 59.84079(N) 094 40 16.11687(W)   ADJUSTED
 FH1024* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 FH1024  ______________________________________________________________________
 FH1024  GEOID HEIGHT    -        -30.900 (meters)                     GEOID18
 FH1024  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 FH1024  HORZ ORDER      -  THIRD
 FH1024
 FH1024.The horizontal coordinates were established by classical geodetic methods
 FH1024.and adjusted by the National Geodetic Survey in November 1994.
 FH1024
 FH1024.The orthometric height was scaled from a topographic map.
 FH1024
 FH1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1024.GEOID18 height accuracy estimate available here.
 FH1024
 FH1024.Click photographs - Photos may exist for this station.
 FH1024
 FH1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1024
 FH1024. The following values were computed from the NAD 83(1993) position.
 FH1024
 FH1024;                    North         East     Units Scale Factor Converg.
 FH1024;SPC OK S     -   213,904.423   903,026.252   MT  0.99999674   +1 53 22.3
 FH1024;SPC OK S     -   701,784.76  2,962,678.63   sFT  0.99999674   +1 53 22.3
 FH1024;UTM  15      - 3,898,345.442   347,901.076   MT  0.99988511   -0 57 50.0
 FH1024
 FH1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1024!SPC OK S     -   0.99998113  x   0.99999674  =   0.99997787
 FH1024!UTM  15      -   0.99998113  x   0.99988511  =   0.99986625
 FH1024
 FH1024:                Primary Azimuth Mark                     Grid Az
 FH1024:SPC OK S     -  PRIEST                                   342 37 50.2
 FH1024:UTM  15      -  PRIEST                                   345 29 02.5
 FH1024
 FH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4790198345(NAD 83)
 FH1024
 FH1024|---------------------------------------------------------------------|
 FH1024| PID    Reference Object                     Distance      Geod. Az  |
 FH1024|                                                           dddmmss.s |
 FH1024| FH1022 PRIEST                              APPROX. 0.5 KM 3443112.5 |
 FH1024| FH1025 PRIEST 2                            497.050 METERS 3524526.7 |
 FH1024|---------------------------------------------------------------------|
 FH1024
 FH1024                          SUPERSEDED SURVEY CONTROL
 FH1024
 FH1024  NAD 83(1986)-  35 12 59.84517(N)    094 40 16.10936(W) AD(       ) 3
 FH1024  NAD 27      -  35 12 59.49605(N)    094 40 15.30653(W) AD(       ) 3
 FH1024
 FH1024.Superseded values are not recommended for survey control.
 FH1024
 FH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1024.See file dsdata.pdf to determine how the superseded data were derived.
 FH1024
 FH1024_MARKER: DZ = AZIMUTH MARK DISK
 FH1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1024_STAMPING: PRIEST 1940 RESET 1960
 FH1024_MARK LOGO: CGS
 FH1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1024+STABILITY: SURFACE MOTION
 FH1024
 FH1024  HISTORY     - Date     Condition        Report By
 FH1024  HISTORY     - 1960     MONUMENTED       CGS
 FH1024  HISTORY     - 1975     GOOD             CGS
 FH1024
 FH1024                          STATION DESCRIPTION
 FH1024
 FH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1975 (CLN)
 FH1024'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF SPIRO.
 FH1024'
 FH1024'TO REACH THE STATION PRIEST 2 FROM THE MAIN INTERSECTION IN SPIRO, GO
 FH1024'WEST ON U.S. HIGHWAY 271 FOR 3.0 MILES TO JUNCTION WITH U.S. HIGHWAY
 FH1024'59.  TURN LEFT AND GO SOUTH ON HIGHWAYS 59 AND 271 FOR 1.1 MILES TO
 FH1024'WILSONS LARGE BRICK RANCH STYLE HOUSE ON THE RIGHT AND THE STATION ON
 FH1024'THE LEFT.
 FH1024'
 FH1024'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 FH1024'FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A
 FH1024'GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FH1024'
 FH1024'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRIEST 1940 RESET 1960,
 FH1024'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FH1024'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF
 FH1024'THE CENTER OF A GRAVELED ROAD, 1 FOOT WEST OF A METAL WITNESS POST, 1
 FH1024'FOOT NORTH OF A NEW EAST-WEST FENCELINE AND IN AND OLD EAST-WEST
 FH1024'FENCELINE.
 FH1024'
 FH1024'NEAREST TOWN--SPIRO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0432 ***********************************************************************
 EL0432  DESIGNATION -  PRIME BM
 EL0432  PID         -  EL0432
 EL0432  STATE/COUNTY-  OK/CARTER
 EL0432  COUNTRY     -  US
 EL0432  USGS QUAD   -  GENE AUTRY (2018)
 EL0432
 EL0432                         *CURRENT SURVEY CONTROL
 EL0432  ______________________________________________________________________
 EL0432* NAD 83(1986) POSITION- 34 18 38.     (N) 097 02 17.     (W)   SCALED
 EL0432* NAVD 88 ORTHO HEIGHT -   243.340 (meters)      798.36  (feet) ADJUSTED
 EL0432  ______________________________________________________________________
 EL0432  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 EL0432  DYNAMIC HEIGHT  -        243.095 (meters)      797.55  (feet) COMP
 EL0432  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 EL0432
 EL0432  VERT ORDER      -  SECOND    CLASS 0
 EL0432
 EL0432.This mark is at Ardmore(MUNI Airport (ADM)
 EL0432
 EL0432.The horizontal coordinates were scaled from a map and have
 EL0432.an estimated accuracy of +/- 6 seconds.
 EL0432
 EL0432.The orthometric height was determined by differential leveling and
 EL0432.adjusted by the NATIONAL GEODETIC SURVEY
 EL0432.in June 1991.
 EL0432
 EL0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0432.GEOID18 height accuracy estimate available here.
 EL0432
 EL0432.Click photographs - Photos may exist for this station.
 EL0432
 EL0432.The dynamic height is computed by dividing the NAVD 88
 EL0432.geopotential number by the normal gravity value computed on the
 EL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0432.degrees latitude (g = 980.6199 gals.).
 EL0432
 EL0432.The modeled gravity was interpolated from observed gravity values.
 EL0432
 EL0432;                    North         East    Units  Estimated Accuracy
 EL0432;SPC OK S     -   108,820.      688,540.      MT  (+/- 180 meters Scaled)
 EL0432
 EL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC805983(NAD 83)
 EL0432
 EL0432                          SUPERSEDED SURVEY CONTROL
 EL0432
 EL0432  NGVD 29 (??/??/92)  243.286  (m)          798.18   (f) ADJ UNCH    2 0
 EL0432
 EL0432.Superseded values are not recommended for survey control.
 EL0432
 EL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0432.See file dsdata.pdf to determine how the superseded data were derived.
 EL0432
 EL0432_MARKER: S = SPIKE
 EL0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0432_SP_SET: POWER POLE
 EL0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0432
 EL0432  HISTORY     - Date     Condition        Report By
 EL0432  HISTORY     - UNK      MONUMENTED       USACE
 EL0432  HISTORY     - 1945     GOOD             CGS
 EL0432
 EL0432                          STATION DESCRIPTION
 EL0432
 EL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0432'1.8 MI N FROM GENE AUTRY.
 EL0432'ABOUT 1.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE POST
 EL0432'OFFICE AT GENE AUTRY, AT THE NORTHWEST CORNER OF THE ARDMORE
 EL0432'ARMY AIR FIELD, 30.0 FEET EAST OF THE CENTER LINE OF GRAVELED
 EL0432'ROAD AND 3.0 FEET NORTH OF THE EXTENSION OF CENTER LINE OF A
 EL0432'T ROAD LEADING WEST.  A RAILROAD SPIKE IN THE WEST SIDE OF
 EL0432'POWER POLE NO. 20-11 ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0613 ***********************************************************************
 FK0613  DESIGNATION -  PROVINES
 FK0613  PID         -  FK0613
 FK0613  STATE/COUNTY-  OK/ROGER MILLS
 FK0613  COUNTRY     -  US
 FK0613  USGS QUAD   -  REYDON (2018)
 FK0613
 FK0613                         *CURRENT SURVEY CONTROL
 FK0613  ______________________________________________________________________
 FK0613* NAD 83(1993) POSITION- 35 40 56.48185(N) 099 57 09.64078(W)   ADJUSTED
 FK0613* NAVD 88 ORTHO HEIGHT -   760.1   (meters)     2494.    (feet) VERTCON3
 FK0613  ______________________________________________________________________
 FK0613  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 FK0613  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 FK0613  HORZ ORDER      -  FIRST
 FK0613
 FK0613.The horizontal coordinates were established by classical geodetic methods
 FK0613.and adjusted by the National Geodetic Survey in November 1994.
 FK0613
 FK0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0613
 FK0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0613.GEOID18 height accuracy estimate available here.
 FK0613
 FK0613.Click photographs - Photos may exist for this station.
 FK0613
 FK0613.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0613
 FK0613. The following values were computed from the NAD 83(1993) position.
 FK0613
 FK0613;                    North         East     Units Scale Factor Converg.
 FK0613;SPC OK N     -    77,486.866   423,251.299   MT  0.99998102   -1 09 08.5
 FK0613;SPC OK N     -   254,221.49  1,388,616.97   sFT  0.99998102   -1 09 08.5
 FK0613;SPC TX N     - 1,187,732.089   340,052.865   MT  0.99992149   +0 53 48.2
 FK0613;SPC TX N     - 3,896,751.03  1,115,656.77   sFT  0.99992149   +0 53 48.2
 FK0613;UTM  14      - 3,949,136.097   413,793.114   MT  0.99969158   -0 33 20.6
 FK0613
 FK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0613!SPC OK N     -   0.99988510  x   0.99998102  =   0.99986612
 FK0613!SPC TX N     -   0.99988510  x   0.99992149  =   0.99980660
 FK0613!UTM  14      -   0.99988510  x   0.99969158  =   0.99957671
 FK0613
 FK0613:                Primary Azimuth Mark                     Grid Az
 FK0613:SPC OK N     -  HANNA                                    239 51 10.6
 FK0613:SPC TX N     -  HANNA                                    237 48 13.9
 FK0613:UTM  14      -  HANNA                                    239 15 22.7
 FK0613
 FK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1379349136(NAD 83)
 FK0613
 FK0613|---------------------------------------------------------------------|
 FK0613| PID    Reference Object                     Distance      Geod. Az  |
 FK0613|                                                           dddmmss.s |
 FK0613| CL3790 PROVINES RM 1                        59.350 METERS 03435     |
 FK0613| CL3791 PROVINES RM 2                        94.250 METERS 23004     |
 FK0613| FK0612 HANNA                               APPROX. 4.8 KM 2384202.1 |
 FK0613|---------------------------------------------------------------------|
 FK0613
 FK0613                          SUPERSEDED SURVEY CONTROL
 FK0613
 FK0613  NAD 83(1986)-  35 40 56.48632(N)    099 57 09.62824(W) AD(       ) 1
 FK0613  NAD 27      -  35 40 56.31700(N)    099 57 08.21700(W) AD(       ) 1
 FK0613  NGVD 29 (07/19/86)  759.8    (m)         2493.     (f) VERT ANG       
 FK0613
 FK0613.Superseded values are not recommended for survey control.
 FK0613
 FK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0613.See file dsdata.pdf to determine how the superseded data were derived.
 FK0613
 FK0613_MARKER: DS = TRIANGULATION STATION DISK
 FK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0613_STAMPING: PROVINES 1927
 FK0613_MARK LOGO: CGS
 FK0613_PROJECTION: FLUSH
 FK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0613+STABILITY: SURFACE MOTION
 FK0613
 FK0613  HISTORY     - Date     Condition        Report By
 FK0613  HISTORY     - 1927     MONUMENTED       CGS
 FK0613  HISTORY     - 1966     GOOD             OKDH
 FK0613  HISTORY     - 1967     GOOD             CGS
 FK0613
 FK0613                          STATION DESCRIPTION
 FK0613
 FK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0613'ABOUT 4 MILES N, AND 1-1/2 MILES W OF RANKIN, OKLAHOMA,
 FK0613'IN SECTION 22, T14N, R26W, ON LAND OWNED BY R.C.
 FK0613'PROVINES, ABOUT 100 FEET W OF AN ORCHARD OWNED BY J.W. PROVINES,
 FK0613'ABOUT 130 FEET S OF ROAD, AND ABOUT 30 FEET SW OF OLD SHACK.
 FK0613'
 FK0613'REACHED FROM RANKIN BY GOING N 4 MILES ON ROAD TO DURHAM, THEN
 FK0613'W ON SECTION LINE ROAD ABOUT 1-1/2 MILES TO STATION.
 FK0613'
 FK0613'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FK0613'IN CONCRETE.  UNDERGROUND MARK IS 3 FEET BELOW SURFACE.
 FK0613'
 FK0613'REFERENCE MARK NO. 1 IS 59.35 METERS (194.7 FEET) FROM STATION,
 FK0613'N 34 DEG 36 MIN E AND REFERENCE MARK NO 2. IS 94.25
 FK0613'METERS (309.2 FEET) FROM STATION, S 50 DEG 04 MIN W.
 FK0613'ELEVATION OF STATION, 759.8 METERS (2,493 FEET).
 FK0613
 FK0613                          STATION RECOVERY (1966)
 FK0613
 FK0613'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1966 (JPA)
 FK0613'STATION WAS RECOVERED IN GOOD CONDITION.
 FK0613'
 FK0613'TO LOCATE THIS STATION FROM SH 30 AND SH 47 AT WEST EDGE
 FK0613'OF REYDON, OKLAHOMA, GO NORTH ON SH 30 2.0 MILES, THEN WEST
 FK0613'ON SECTION LINE ROAD 1.5 MILES.  STATION IS 130 FEET SOUTH
 FK0613'OF ROAD AND 100 FEET WEST OF A NORTH AND SOUTH FENCE.  WITNESS
 FK0613'POST IS 3 FEET EAST OF STATION.
 FK0613
 FK0613                          STATION RECOVERY (1967)
 FK0613
 FK0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FK0613'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FK0613'
 FK0613'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND WAS ASSUMED THE
 FK0613'MARK WAS DESTROYED WHEN THE EAST-WEST ROAD WAS WIDENED.
 FK0613'REFERENCE MARK NO. 2 WAS NOT RECOVERED AND WAS ASSUMED THE
 FK0613'MARK WAS DESTROYED WHEN THE FIELD WAS IN CULTIVATION.
 FK0613'
 FK0613'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 FK0613'
 FK0613'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FK0613'30 AND 40 AT THE WEST EDGE OF REYDON, GO NORTH ON STATE
 FK0613'HIGHWAY 30 FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 FK0613'WEST ON A GRAVELED ROAD FOR 1.5 MILES TO A FENCE CORNER
 FK0613'AND THE STATION ON THE LEFT.
 FK0613'
 FK0613'STATION MARK, A STANDARD DISK STAMPED PROVINES 1927, IS SET
 FK0613'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 FK0613'THE SURFACE OF THE GROUND.  IT IS 133 FEET SOUTHWEST OF A
 FK0613'T-FENCE CORNER POST, 99.5 FEET WEST OF A NORTH-SOUTH FENCE,
 FK0613'89.5 FEET SOUTH OF AN EAST-WEST FENCE AND 3 FEET WEST OF A
 FK0613'CRESOTE POST PAINTED YELLOW.  THE UNDERGROUND MARK WAS NOT
 FK0613'INSPECTED.
 FK0613'
 FK0613'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PROVINES 1927
 FK0613'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FK0613'PROJECTS 6 INCHES.  IT IS 47 FEET SOUTH OF THE CENTER OF
 FK0613'THE EAST-WEST ROAD, 8.5 FEET SOUTH OF THE T-FENCE CORNER
 FK0613'POST, 1.5 FEET SOUTH OF THE SOUTH CRESOTE POST USED FOR
 FK0613'A BRACE POST, AND 6 INCHES EAST OF THE NORTH-SOUTH FENCE.
 FK0613'
 FK0613'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PROVINES 1927
 FK0613'NO. 4 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FK0613'PROJECTS 3 INCHES.  IT IS 1 FOOT SOUTH OF A METAL WITNESS
 FK0613'POST, 6 INCHES EAST OF THE NORTH-SOUTH FENCE, AND ABOUT
 FK0613'5 FEET LOWER IN ELEVATION THAN THE STATION.
 FK0613'
 FK0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FK0613'4 MILES NORTH AND 1-1/2 MILES WEST OF RANKIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1081 ***********************************************************************
 GK1081  CBN         -  This is a Cooperative Base Network Control Station.
 GK1081  DESIGNATION -  PRUETT
 GK1081  PID         -  GK1081
 GK1081  STATE/COUNTY-  OK/BEAVER
 GK1081  COUNTRY     -  US
 GK1081  USGS QUAD   -  ELMWOOD (2018)
 GK1081
 GK1081                         *CURRENT SURVEY CONTROL
 GK1081  ______________________________________________________________________
 GK1081* NAD 83(2011) POSITION- 36 36 06.58378(N) 100 31 39.17804(W)   ADJUSTED
 GK1081* NAD 83(2011) ELLIP HT-   823.521 (meters)        (06/27/12)   ADJUSTED
 GK1081* NAD 83(2011) EPOCH   -  2010.00
 GK1081* NAVD 88 ORTHO HEIGHT -   851.0   (meters)     2792.    (feet) GPS OBS
 GK1081  ______________________________________________________________________
 GK1081  NAVD 88 orthometric height was determined with an earlier geoid model
 GK1081  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 GK1081  NAD 83(2011) X  -   -936,767.938 (meters)                     COMP
 GK1081  NAD 83(2011) Y  - -5,040,819.576 (meters)                     COMP
 GK1081  NAD 83(2011) Z  -  3,782,503.071 (meters)                     COMP
 GK1081  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 GK1081
 GK1081  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GK1081  Standards:
 GK1081         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GK1081            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GK1081  -------------------------------------------------------------------
 GK1081  NETWORK    2.84   6.33           1.30   0.97   3.23     -0.02816632
 GK1081  -------------------------------------------------------------------
 GK1081  Click here for local accuracies and other accuracy information.
 GK1081
 GK1081.The horizontal coordinates were established by GPS observations
 GK1081.and adjusted by the National Geodetic Survey in June 2012.
 GK1081
 GK1081.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GK1081.been affixed to the stable North American tectonic plate. See 
 GK1081.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GK1081
 GK1081.The horizontal coordinates are valid at the epoch date displayed above
 GK1081.which is a decimal equivalence of Year/Month/Day.
 GK1081
 GK1081.The orthometric height was determined by GPS observations and a
 GK1081.high-resolution geoid model.
 GK1081
 GK1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1081.GEOID18 height accuracy estimate available here.
 GK1081
 GK1081.Click photographs - Photos may exist for this station.
 GK1081
 GK1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1081
 GK1081.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1081
 GK1081.The ellipsoidal height was determined by GPS observations
 GK1081.and is referenced to NAD 83.
 GK1081
 GK1081. The following values were computed from the NAD 83(2011) position.
 GK1081
 GK1081;                    North         East     Units Scale Factor Converg.
 GK1081;SPC OK N     -   180,674.622   373,882.335   MT  0.99997408   -1 29 29.9
 GK1081;SPC OK N     -   592,763.32  1,226,645.63   sFT  0.99997408   -1 29 29.9
 GK1081;SPC TX N     - 1,289,090.412   287,018.128   MT  1.00012450   +0 33 48.9
 GK1081;SPC TX N     - 4,229,290.79    941,658.64   sFT  1.00012450   +0 33 48.9
 GK1081;UTM  14      - 4,051,789.512   363,374.525   MT  0.99982998   -0 54 39.4
 GK1081
 GK1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1081!SPC OK N     -   0.99987077  x   0.99997408  =   0.99984486
 GK1081!SPC TX N     -   0.99987077  x   1.00012450  =   0.99999526
 GK1081!UTM  14      -   0.99987077  x   0.99982998  =   0.99970078
 GK1081
 GK1081:                Primary Azimuth Mark                     Grid Az
 GK1081:SPC OK N     -  BOOKER MUNICIPAL WATER TANK              185 12 43.4
 GK1081:SPC TX N     -  BOOKER MUNICIPAL WATER TANK              183 09 24.6
 GK1081:UTM  14      -  BOOKER MUNICIPAL WATER TANK              184 37 52.9
 GK1081
 GK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6337451789(NAD 83)
 GK1081
 GK1081|---------------------------------------------------------------------|
 GK1081| PID    Reference Object                     Distance      Geod. Az  |
 GK1081|                                                           dddmmss.s |
 GK1081| CL3794 PRUETT RM 1                          36.856 METERS 01840     |
 GK1081| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.16.6 KM 1834313.5 |
 GK1081| CL3795 PRUETT RM 2                                        26657     |
 GK1081|---------------------------------------------------------------------|
 GK1081
 GK1081                          SUPERSEDED SURVEY CONTROL
 GK1081
 GK1081  NAD 83(2007)-  36 36 06.58374(N)    100 31 39.17905(W) AD(2002.00) 0
 GK1081  ELLIP H (02/10/07)  823.546  (m)                       GP(2002.00)    
 GK1081  ELLIP H (04/16/01)  823.535  (m)                       GP(       ) 4 2
 GK1081  NAD 83(1993)-  36 36 06.58361(N)    100 31 39.17853(W) AD(       ) B
 GK1081  ELLIP H (05/09/94)  823.529  (m)                       GP(       ) 4 2
 GK1081  NAD 83(1986)-  36 36 06.59043(N)    100 31 39.16942(W) AD(       ) 1
 GK1081  NAD 27      -  36 36 06.49002(N)    100 31 37.63806(W) AD(       ) 1
 GK1081  NAVD 88 (05/09/94)  851.1    (m)  GEOID93  model used  GPS OBS        
 GK1081  NGVD 29 (07/19/86)  849.6    (m)         2787.     (f) VERT ANG       
 GK1081
 GK1081.Superseded values are not recommended for survey control.
 GK1081
 GK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1081.See file dsdata.pdf to determine how the superseded data were derived.
 GK1081
 GK1081_MARKER: DS = TRIANGULATION STATION DISK
 GK1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1081_STAMPING: PRUETT 1931
 GK1081_MARK LOGO: CGS
 GK1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1081+STABILITY: SURFACE MOTION
 GK1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1081+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 GK1081
 GK1081  HISTORY     - Date     Condition        Report By
 GK1081  HISTORY     - 1931     MONUMENTED       CGS
 GK1081  HISTORY     - 1934     GOOD             CGS
 GK1081  HISTORY     - 19930517 GOOD             NGS
 GK1081
 GK1081                          STATION DESCRIPTION
 GK1081
 GK1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK1081'STATION IS 10 MILES (AIR LINE) N OF BOOKER, TEXAS, 9 MILES
 GK1081'E AND 2 MILES S OF BALKO, OKLAHOMA, ON LAND OWNED BY LEVY
 GK1081'PRUETT, IN SE 1/4 SEC. 25, T 2 N, R 23 E, IN RIGHT-OF-WAY
 GK1081'FENCE, 30 FEET N OF CENTER LINE OF ROAD, AND 41 FEET W OF
 GK1081'FENCE CORNER.  MARK PROJECTS 3 INCHES ABOVE GROUND.
 GK1081'
 GK1081'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK1081'DISKS SET IN CONCRETE POSTS.
 GK1081'
 GK1081'REFERENCE MARK NO. 1 IS FLUSH WITH GROUND, IN N-S FENCE, 115
 GK1081'FEET N OF FENCE CORNER WHICH IS E OF STATION, AND 120.92 FEET
 GK1081'FROM STATION, N 18 DEG 40 MIN E.
 GK1081'
 GK1081'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS IN RIGHT-OF-WAY
 GK1081'FENCE ON S SIDE OF THE E-W ROAD, 35 FEET S OF CENTER LINE OF
 GK1081'THIS ROAD, AND 0.2 MILE FROM STATION, S 86 DEG 57 MIN W.
 GK1081'
 GK1081'AZIMUTH FROM STATION OF BOOKER, MUNICIPAL WATER TANK, (BLACK),
 GK1081'FINIAL, IS S 3 DEG 43 MIN W.  SCHOOL, FINIAL (DISTRICT
 GK1081'SCHOOL NO. 25), IS N 05 DEG 54 MIN E.
 GK1081'
 GK1081'TO REACH STATION FROM BOOKER, FROM N END OF MAIN STREET GO E
 GK1081'0.5 MILE TO WHERE ROAD TURNS N, N 3 MILES TO OLD STATE LINE,
 GK1081'THEN ALONG OLD STATE LINE E 0.5 MILE, N 7 MILES, AND THEN
 GK1081'W 0.3 MILE TO STATION ON N SIDE OF ROAD.  TO REACH FROM BEAVER,
 GK1081'OKLAHOMA, GO S ON HIGHWAY 35, 13 MILES TO WHERE HIGHWAY TURNS
 GK1081'E, CONTINUE S FROM THIS POINT 1 MILE TO ROAD LEADING W AND
 GK1081'GO W ON THIS ROAD 0.25 MILE TO TOP OF HILL AND STATION.
 GK1081
 GK1081                          STATION RECOVERY (1993)
 GK1081
 GK1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GK1081'STATION IS LOCATED IN THE EASTERN SECTION OF THE PANHANDLE, 1.6 KM
 GK1081'(1.00 MI) SOUTH OF ELMWOOD, 11 KM (6.85 MI) NORTH OF THE
 GK1081'OKLAHOMA-TEXAS STATE LINE, ALONG A DIRT ROAD, ON THE RIGHT-OF-WAY, AT
 GK1081'TOP OF A HILL, ON THE SOUTH EDGE OF SECTION 25, T 2 N, R 23 E.
 GK1081'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GK1081'TO REACH FROM THE JUNCTION OF US HIGHWAY 270 AND STATE HIGHWAYS 3, 23
 GK1081'IN ELMWOOD, GO SOUTH ON HIGHWAY 23 FOR 1.61 KM (1.00 MI) TO A DIRT
 GK1081'CROSSROAD.  TURN RIGHT, WEST, UPGRADE, ON DIRT ROAD FOR 0.42 KM
 GK1081'(0.25 MI) TO HIGH GROUND AND STATION ON THE RIGHT.
 GK1081'STATION MARK IS SET IN THE TOP OF A 35-CM SQUARE CONCRETE POST 10 CM
 GK1081'BELOW GROUND.  IT IS 9.3 M (30.5 FT) NORTH OF, AND LEVEL WITH THE
 GK1081'ROAD CENTER, 7.4 M (24.3 FT) WEST OF A T-FENCE CORNER, 0.3 M
 GK1081'(1.0 FT) SOUTH OF A PASTURE FENCE, 0.7 M (2.3 FT) WEST OF A
 GK1081'FIBERGLASS WITNESS POST, AND 0.7 M (2.3 FT) EAST OF A FIBERGLASS
 GK1081'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0372 ***********************************************************************
 GG0372  DESIGNATION -  PRYOR
 GG0372  PID         -  GG0372
 GG0372  STATE/COUNTY-  OK/MAYES
 GG0372  COUNTRY     -  US
 GG0372  USGS QUAD   -  PRYOR (2019)
 GG0372
 GG0372                         *CURRENT SURVEY CONTROL
 GG0372  ______________________________________________________________________
 GG0372* NAD 83(1986) POSITION- 36 18 31.     (N) 095 18 55.     (W)   SCALED
 GG0372* NAVD 88 ORTHO HEIGHT -   193.089 (meters)      633.49  (feet) ADJUSTED
 GG0372  ______________________________________________________________________
 GG0372  GEOID HEIGHT    -        -29.169 (meters)                     GEOID18
 GG0372  DYNAMIC HEIGHT  -        192.924 (meters)      632.95  (feet) COMP
 GG0372  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 GG0372
 GG0372  VERT ORDER      -  SECOND    CLASS 0
 GG0372
 GG0372.The horizontal coordinates were scaled from a map and have
 GG0372.an estimated accuracy of +/- 6 seconds.
 GG0372
 GG0372.The orthometric height was determined by differential leveling and
 GG0372.adjusted by the NATIONAL GEODETIC SURVEY
 GG0372.in June 1991.
 GG0372
 GG0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0372.GEOID18 height accuracy estimate available here.
 GG0372
 GG0372.Click photographs - Photos may exist for this station.
 GG0372
 GG0372.The dynamic height is computed by dividing the NAVD 88
 GG0372.geopotential number by the normal gravity value computed on the
 GG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0372.degrees latitude (g = 980.6199 gals.).
 GG0372
 GG0372.The modeled gravity was interpolated from observed gravity values.
 GG0372
 GG0372;                    North         East    Units  Estimated Accuracy
 GG0372;SPC OK N     -   148,530.      841,080.      MT  (+/- 180 meters Scaled)
 GG0372
 GG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA921206(NAD 83)
 GG0372
 GG0372                          SUPERSEDED SURVEY CONTROL
 GG0372
 GG0372  NGVD 29 (??/??/92)  192.977  (m)          633.13   (f) ADJ UNCH    2 0
 GG0372
 GG0372.Superseded values are not recommended for survey control.
 GG0372
 GG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0372.See file dsdata.pdf to determine how the superseded data were derived.
 GG0372
 GG0372_MARKER: DB = BENCH MARK DISK
 GG0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0372_STAMPING: PRYOR 1934
 GG0372_MARK LOGO: CGS
 GG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0372+STABILITY: SURFACE MOTION
 GG0372
 GG0372  HISTORY     - Date     Condition        Report By
 GG0372  HISTORY     - 1934     MONUMENTED       CGS
 GG0372  HISTORY     - 1960     GOOD             CGS
 GG0372
 GG0372                          STATION DESCRIPTION
 GG0372
 GG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0372'AT PRYOR.
 GG0372'THIS MARK RECOVERED IN THE COURT HOUSE YARD ABOUT 45 FEET
 GG0372'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE NEW COURT HOUSE AND
 GG0372'IS ABOUT 45 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0800 ***********************************************************************
 GG0800  DESIGNATION -  PRYOR
 GG0800  PID         -  GG0800
 GG0800  STATE/COUNTY-  OK/MAYES
 GG0800  COUNTRY     -  US
 GG0800  USGS QUAD   -  OSAGE HILLS (2019)
 GG0800
 GG0800                         *CURRENT SURVEY CONTROL
 GG0800  ______________________________________________________________________
 GG0800* NAD 83(1993) POSITION- 36 17 36.19613(N) 095 23 30.37917(W)   ADJUSTED
 GG0800* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 GG0800  ______________________________________________________________________
 GG0800  GEOID HEIGHT    -        -29.184 (meters)                     GEOID18
 GG0800  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 GG0800  HORZ ORDER      -  FIRST
 GG0800
 GG0800.The horizontal coordinates were established by classical geodetic methods
 GG0800.and adjusted by the National Geodetic Survey in November 1994.
 GG0800
 GG0800.The orthometric height was scaled from a topographic map.
 GG0800
 GG0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0800.GEOID18 height accuracy estimate available here.
 GG0800
 GG0800.Click photographs - Photos may exist for this station.
 GG0800
 GG0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0800
 GG0800. The following values were computed from the NAD 83(1993) position.
 GG0800
 GG0800;                    North         East     Units Scale Factor Converg.
 GG0800;SPC OK N     -   146,652.418   834,252.906   MT  0.99994782   +1 32 21.3
 GG0800;SPC OK N     -   481,142.14  2,737,044.74   sFT  0.99994782   +1 32 21.3
 GG0800;UTM  15      - 4,019,144.702   285,217.722   MT  1.00016842   -1 24 58.6
 GG0800
 GG0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0800!SPC OK N     -   0.99996078  x   0.99994782  =   0.99990860
 GG0800!UTM  15      -   0.99996078  x   1.00016842  =   1.00012919
 GG0800
 GG0800:                Primary Azimuth Mark                     Grid Az
 GG0800:SPC OK N     -  NEOSHO                                   101 34 35.7
 GG0800:UTM  15      -  NEOSHO                                   104 31 55.6
 GG0800
 GG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8521719144(NAD 83)
 GG0800
 GG0800|---------------------------------------------------------------------|
 GG0800| PID    Reference Object                     Distance      Geod. Az  |
 GG0800|                                                           dddmmss.s |
 GG0800| GG0791 AIRWAY BCN NE OF STA PILANT         APPROX.13.5 KM 0163033.7 |
 GG0800| GG0779 NEOSHO                              APPROX.16.0 KM 1030657.0 |
 GG0800| CI2095 PRYOR RM 1                           18.505 METERS 14256     |
 GG0800| CI2094 PRYOR AZ MK                                        2335802.7 |
 GG0800| CI2096 PRYOR RM 2                           23.430 METERS 24504     |
 GG0800|---------------------------------------------------------------------|
 GG0800
 GG0800                          SUPERSEDED SURVEY CONTROL
 GG0800
 GG0800  NAD 83(1986)-  36 17 36.21763(N)    095 23 30.36038(W) AD(       ) 1
 GG0800  NAD 27      -  36 17 35.87400(N)    095 23 29.46700(W) AD(       ) 1
 GG0800
 GG0800.Superseded values are not recommended for survey control.
 GG0800
 GG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0800.See file dsdata.pdf to determine how the superseded data were derived.
 GG0800
 GG0800_MARKER: DS = TRIANGULATION STATION DISK
 GG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0800_STAMPING: PRYOR 1939
 GG0800_MARK LOGO: CGS
 GG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0800+STABILITY: SURFACE MOTION
 GG0800
 GG0800  HISTORY     - Date     Condition        Report By
 GG0800  HISTORY     - 1939     MONUMENTED       CGS
 GG0800  HISTORY     - 1961     GOOD             CGS
 GG0800  HISTORY     - 1970     MARK NOT FOUND   NGS
 GG0800
 GG0800                          STATION DESCRIPTION
 GG0800
 GG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0800'ABOUT 4.5 MILES AIRLINE WEST-SOUTHWEST OF PRYOR, 8 MILES
 GG0800'NORTH-NORTHWEST OF CHOTEAU AND 13 MILES EAST-SOUTHEAST OF
 GG0800'CLAREMORE, IN THE SOUTHWEST QUARTER OF SEC. 16, T. 21 N.,
 GG0800'R. 18 E., ON THE NORTH END AND HIGHEST PART OF A PROMINENT
 GG0800'TIMBER-COVERED RIDGE THAT EXTENDS NORTHEAST AND SOUTHWEST.
 GG0800'
 GG0800'TO REACH FROM THE RAILROAD DEPOT IN PRYOR GO WEST ON STATE
 GG0800'HIGHWAY 20 FOR 3.45 MILES TO A GRADED DIRT ROAD TO THE SOUTH,
 GG0800'THENCE SOUTH ON DIRT ROAD 2.0 MILES TO A FORK, THENCE RIGHT
 GG0800'FORK (WEST) 1.3 MILES TO THE TOP OF RIDGE, TURN NORTH ALONG
 GG0800'TOP OF RIDGE FOR 0.45 MILE TO W.R. GIFFORDS HOUSE.  FROM
 GG0800'THE HOUSE TURN NORTH AROUND BARN AND FOLLOW TRAIL-ROAD
 GG0800'NORTHEAST 0.8 MILE TO THE AZIMUTH MARK ON THE EAST SIDE OF THE
 GG0800'ROAD, THENCE CONTINUE AHEAD 0.3 MILE TO STATION.
 GG0800'
 GG0800'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GG0800'DISKS SET IN CONCRETE.
 GG0800'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 GG0800'BEDROCK.
 GG0800'
 GG0800'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION
 GG0800'ON THE TOP OF THE RIDGE, 50 FEET EAST OF A TRAIL-ROAD OPPOSITE
 GG0800'A LARGE SAW SNAG.
 GG0800'
 GG0800'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 GG0800
 GG0800                          STATION RECOVERY (1961)
 GG0800
 GG0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 GG0800'TWO ATTEMPTS WERE MADE TO RECOVER THIS STATION BUT NEITHER
 GG0800'THE STATION NOR THE REFERENCE MARKS WERE FOUND.  THERE WAS
 GG0800'NOTHING TO INDICATE THAT THESE MARKS HAD BEEN DESTROYED BUT
 GG0800'A DEEP COVERING OF LEAVES WOULD MAKE RECOVERY DIFFICULT AT
 GG0800'THIS TIME.  THE AZIMUTH MARK WAS RECOVERED AND A SMALL ROCK
 GG0800'CAIRN WAS SET UP NEAR THIS MARK.
 GG0800'
 GG0800'THE DESCRIPTION TO REACH THE STATION FROM PRYOR IS ADEQUATE
 GG0800'FOR REACHING THE STATION SITE.  THE WOODS ROAD HAS BEEN FENCED
 GG0800'OFF NEAR THE LAST HOUSE MENTIONED IN THE DESCRIPTIONS SO
 GG0800'IT IS NECESSARY TO TRAVEL THE LAST 0.8 MILE ON FOOT.
 GG0800
 GG0800                          STATION RECOVERY (1970)
 GG0800
 GG0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0800'THE STATION MARK AND THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 GG0800'FOUND.  A DEEP COVERING OF LEAVES AT THE STATION SITE MAKES RECOVERY
 GG0800'DIFFICULT.  THERE WAS NOTHING TO INDICATE THAT THESE MARKS HAVE
 GG0800'BEEN DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AND IF STILL
 GG0800'IN PLACE THE MARK WOULD BE OBSTRUCTED BY TREES.
 GG0800'
 GG0800'THE DESCRIPTION TO REACH WAS FOUND ADEQUATE, EXCEPT THE OLD HOUSE HAS
 GG0800'BEEN ABANDONED AND THE OLD WOODS ROAD HAS BEEN BLOCKED OFF BY A
 GG0800'FENCE SO IT IS NECESSARY TO PACK THE LAST 0.8 MILE.
 GG0800'
 GG0800'THE STATION SITE CAN BE REACH BY GO WEST ON STATE HIGHWAY 20 FROM THE
 GG0800'RAILROAD DEPOT IN PRYOR FOR 3.45 MILES TO A SIDE ROAD ON THE LEFT.
 GG0800'TURN LEFT AND TO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 GG0800'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 0.3 MILE TO A
 GG0800'FARMHOUSE AND THE END OF THE ROAD.  PACK WEST ALONG CLEARED AREA TO
 GG0800'TOP OF RIDGE AND THEN PACK SOUTHWEST TO THE HIGHEST POINT OF THE
 GG0800'HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0420 ***********************************************************************
 EL0420  DESIGNATION -  PS 255
 EL0420  PID         -  EL0420
 EL0420  STATE/COUNTY-  OK/CARTER
 EL0420  COUNTRY     -  US
 EL0420  USGS QUAD   -  ARDMORE WEST (2018)
 EL0420
 EL0420                         *CURRENT SURVEY CONTROL
 EL0420  ______________________________________________________________________
 EL0420* NAD 83(1986) POSITION- 34 09 28.     (N) 097 08 01.     (W)   SCALED
 EL0420* NAVD 88 ORTHO HEIGHT -   265.645 (meters)      871.54  (feet) ADJUSTED
 EL0420  ______________________________________________________________________
 EL0420  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 EL0420  DYNAMIC HEIGHT  -        265.366 (meters)      870.62  (feet) COMP
 EL0420  MODELED GRAVITY -    979,576.5   (mgal)                       NAVD 88
 EL0420
 EL0420  VERT ORDER      -  SECOND    CLASS 0
 EL0420
 EL0420.The horizontal coordinates were scaled from a map and have
 EL0420.an estimated accuracy of +/- 6 seconds.
 EL0420
 EL0420.The orthometric height was determined by differential leveling and
 EL0420.adjusted by the NATIONAL GEODETIC SURVEY
 EL0420.in June 1991.
 EL0420
 EL0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0420.GEOID18 height accuracy estimate available here.
 EL0420
 EL0420.Click photographs - Photos may exist for this station.
 EL0420
 EL0420.The dynamic height is computed by dividing the NAVD 88
 EL0420.geopotential number by the normal gravity value computed on the
 EL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0420.degrees latitude (g = 980.6199 gals.).
 EL0420
 EL0420.The modeled gravity was interpolated from observed gravity values.
 EL0420
 EL0420;                    North         East    Units  Estimated Accuracy
 EL0420;SPC OK S     -    91,790.      679,890.      MT  (+/- 180 meters Scaled)
 EL0420
 EL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC720812(NAD 83)
 EL0420
 EL0420                          SUPERSEDED SURVEY CONTROL
 EL0420
 EL0420  NGVD 29 (??/??/92)  265.577  (m)          871.31   (f) ADJ UNCH    2 0
 EL0420
 EL0420.Superseded values are not recommended for survey control.
 EL0420
 EL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0420.See file dsdata.pdf to determine how the superseded data were derived.
 EL0420
 EL0420_MARKER: Z = SEE DESCRIPTION
 EL0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0420_SP_SET: RAIL
 EL0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0420
 EL0420  HISTORY     - Date     Condition        Report By
 EL0420  HISTORY     - UNK      MONUMENTED
 EL0420  HISTORY     - 1934     GOOD             CGS
 EL0420
 EL0420                          STATION DESCRIPTION
 EL0420
 EL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0420'AT ARDMORE.
 EL0420'AT ARDMORE TOP OF RAIL SECTION ABOUT 10 FEET EAST OF THE EAST
 EL0420'RAIL OF THE GULF COLORADO AND SANTA FE RY.  NEAR CULVERT 449 A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0643 ***********************************************************************
 GH0643  DESIGNATION -  PT 17
 GH0643  PID         -  GH0643
 GH0643  STATE/COUNTY-  OK/KAY
 GH0643  COUNTRY     -  US
 GH0643  USGS QUAD   -  NEWKIRK (2018)
 GH0643
 GH0643                         *CURRENT SURVEY CONTROL
 GH0643  ______________________________________________________________________
 GH0643* NAD 83(1997) POSITION- 36 59 56.43258(N) 097 00 42.90883(W)   ADJUSTED
 GH0643* NAVD 88 ORTHO HEIGHT -   367.41  (+/-2cm)     1205.4   (feet) VERTCON3
 GH0643  ______________________________________________________________________
 GH0643  GEOID HEIGHT    -        -29.080 (meters)                     GEOID18
 GH0643  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 GH0643  HORZ ORDER      -  SECOND
 GH0643  VERT ORDER      -  THIRD ? (See Below)
 GH0643
 GH0643.The horizontal coordinates were established by classical geodetic methods
 GH0643.and adjusted by the National Geodetic Survey in October 1998.
 GH0643
 GH0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0643
 GH0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0643.GEOID18 height accuracy estimate available here.
 GH0643
 GH0643.The vertical order pertains to the NGVD 29 superseded value.
 GH0643
 GH0643.Click photographs - Photos may exist for this station.
 GH0643
 GH0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0643
 GH0643. The following values were computed from the NAD 83(1997) position.
 GH0643
 GH0643;                    North         East     Units Scale Factor Converg.
 GH0643;SPC OK N     -   222,255.688   687,954.809   MT  1.00005065   +0 34 59.2
 GH0643;SPC OK N     -   729,183.87  2,257,065.07   sFT  1.00005065   +0 34 59.2
 GH0643;UTM  14      - 4,096,609.887   676,903.792   MT  0.99998554   +1 11 48.3
 GH0643
 GH0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0643!SPC OK N     -   0.99994691  x   1.00005065  =   0.99999756
 GH0643!UTM  14      -   0.99994691  x   0.99998554  =   0.99993245
 GH0643
 GH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7690396609(NAD 83)
 GH0643
 GH0643                          SUPERSEDED SURVEY CONTROL
 GH0643
 GH0643  NAD 83(1993)-  36 59 56.43303(N)    097 00 42.90622(W) AD(       ) 2
 GH0643  NAD 83(1986)-  36 59 56.44466(N)    097 00 42.89901(W) AD(       ) 2
 GH0643  NAD 27      -  36 59 56.33467(N)    097 00 41.76480(W) AD(       ) 2
 GH0643  NGVD 29             367.29   (m)         1205.0    (f) LEVELING    3  
 GH0643
 GH0643.Superseded values are not recommended for survey control.
 GH0643
 GH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0643.See file dsdata.pdf to determine how the superseded data were derived.
 GH0643
 GH0643_MARKER: DB = BENCH MARK DISK
 GH0643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0643_STAMPING: PRIMARY TRAVERSE STAT NO 17 1916
 GH0643_MARK LOGO: USGS
 GH0643_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0643
 GH0643  HISTORY     - Date     Condition        Report By
 GH0643  HISTORY     - 1916     MONUMENTED       USGS
 GH0643
 GH0643                          STATION DESCRIPTION
 GH0643
 GH0643'DESCRIBED BY US GEOLOGICAL SURVEY 1916 (CIA)
 GH0643'THE STATION IS LOCATED IN THE NORTH CORNER OF SECTIONS 17 AND 18,
 GH0643'T29S, R3E, ABOUT 4 MILES SOUTH AND 1-1/2 MILES EAST OF ARKANSAS CITY,
 GH0643'KANSAS, 2.5 MILES EAST OF CALE, ON THE SOUTH SIDE OF THE EAST-AND-WEST
 GH0643'ROAD AND ON THE WEST SIDE OF THE T-ROAD GOING SOUTH, 2 FEET SOUTHEAST
 GH0643'OF A CORNER AND BOUNDARY MILE POST.
 GH0643'
 GH0643'REACHED FROM THE ARKANSAS RIVER BRIDGE, WHICH IS JUST SOUTH OF
 GH0643'ARKANSAS CITY, BY GOING SOUTH ON U.S. HIGHWAY 77 FOR 2.0 MILES TO
 GH0643'GRAVEL CROSS ROAD (SCHOOLHOUSE ON THE RIGHT), TURN LEFT AND GO 1.5
 GH0643'MILES EAST TO T-ROAD, TURN RIGHT AND GO 1.0 MILE SOUTH, TURN LEFT AND
 GH0643'GO 0.05 MILE EAST TO T-ROAD AND STATION ON THE RIGHT WHICH IS 34 FEET
 GH0643'WEST OF CENTERLINE OF ROAD AND 7.5 FEET NORTH OF STONE CORNER FENCE
 GH0643'POST.
 GH0643'
 GH0643'STATION IS MARKED BY STANDARD USGS BRONZE DISK ON TOP OF 4-INCH IRON
 GH0643'PIPE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  MARK WAS FOUND IN
 GH0643'GOOD CONDITION.  A TIE WAS MADE FROM CGS TRIANGULATION STATION LEWIS,
 GH0643'WHICH IS 29.08 FEET SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1031 ***********************************************************************
 GH1031  DESIGNATION -  PT 18 D
 GH1031  PID         -  GH1031
 GH1031  STATE/COUNTY-  OK/KAY
 GH1031  COUNTRY     -  US
 GH1031  USGS QUAD   -  KAW CITY NW (2018)
 GH1031
 GH1031                         *CURRENT SURVEY CONTROL
 GH1031  ______________________________________________________________________
 GH1031* NAD 83(1997) POSITION- 36 59 57.19206(N) 096 53 08.44640(W)   ADJUSTED
 GH1031* NAVD 88 ORTHO HEIGHT -   377.    (meters)     1237.    (feet) SCALED
 GH1031  ______________________________________________________________________
 GH1031  GEOID HEIGHT    -        -29.139 (meters)                     GEOID18
 GH1031  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 GH1031  HORZ ORDER      -  SECOND
 GH1031
 GH1031.The horizontal coordinates were established by classical geodetic methods
 GH1031.and adjusted by the National Geodetic Survey in October 1998.
 GH1031
 GH1031.The orthometric height was scaled from a topographic map.
 GH1031
 GH1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1031.GEOID18 height accuracy estimate available here.
 GH1031
 GH1031.Click photographs - Photos may exist for this station.
 GH1031
 GH1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1031
 GH1031. The following values were computed from the NAD 83(1997) position.
 GH1031
 GH1031;                    North         East     Units Scale Factor Converg.
 GH1031;SPC OK N     -   222,400.771   699,191.390   MT  1.00005071   +0 39 27.4
 GH1031;SPC OK N     -   729,659.86  2,293,930.42   sFT  1.00005071   +0 39 27.4
 GH1031;UTM  14      - 4,096,875.440   688,137.720   MT  1.00003606   +1 16 22.0
 GH1031
 GH1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1031!SPC OK N     -   0.99994539  x   1.00005071  =   0.99999610
 GH1031!UTM  14      -   0.99994539  x   1.00003606  =   0.99998145
 GH1031
 GH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8813796875(NAD 83)
 GH1031
 GH1031                          SUPERSEDED SURVEY CONTROL
 GH1031
 GH1031  NAD 83(1993)-  36 59 57.19176(N)    096 53 08.44364(W) AD(       ) 2
 GH1031  NAD 83(1986)-  36 59 57.20471(N)    096 53 08.43650(W) AD(       ) 2
 GH1031  NAD 27      -  36 59 57.09239(N)    096 53 07.31444(W) AD(       ) 2
 GH1031
 GH1031.Superseded values are not recommended for survey control.
 GH1031
 GH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1031.See file dsdata.pdf to determine how the superseded data were derived.
 GH1031
 GH1031_MARKER: P = PIPE CAP
 GH1031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH1031_STAMPING: PRIMARY TRAV NO 18 D 1916
 GH1031_MARK LOGO: USGS
 GH1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH1031
 GH1031  HISTORY     - Date     Condition        Report By
 GH1031  HISTORY     - 1916     MONUMENTED       USGS
 GH1031  HISTORY     - 1935     GOOD             CGS
 GH1031
 GH1031                          STATION DESCRIPTION
 GH1031
 GH1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1031'STATION IS 8.04 FEET (2.450 METERS) SOUTH-SOUTHEAST OF STATION
 GH1031'JIM AND 14.5 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD IN
 GH1031'EAST-AND-WEST FENCE LINE.
 GH1031'
 GH1031'MARK IS 4-INCH IRON PIPE FILLED WITH CONCRETE WITH BRASS
 GH1031'CAP (STANDARD U.S.G.S. DISK), PROTRUDING ABOVE SURFACE OF GROUND
 GH1031'ABOUT 18 INCHES.  IT WAS FOUND IN EXCELLENT CONDITION.
 GH1031'
 GH1031'A TIE WAS MADE WITH U.S.C. AND G.S. TRIANGULATION STATION
 GH1031'JIM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1023 ***********************************************************************
 GH1023  DESIGNATION -  PT 20
 GH1023  PID         -  GH1023
 GH1023  STATE/COUNTY-  OK/KAY
 GH1023  COUNTRY     -  US
 GH1023  USGS QUAD   -  HARDY (2018)
 GH1023
 GH1023                         *CURRENT SURVEY CONTROL
 GH1023  ______________________________________________________________________
 GH1023* NAD 83(1997) POSITION- 36 52 59.83228(N) 096 51 12.82198(W)   ADJUSTED
 GH1023* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 GH1023  ______________________________________________________________________
 GH1023  GEOID HEIGHT    -        -29.033 (meters)                     GEOID18
 GH1023  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 GH1023  HORZ ORDER      -  SECOND
 GH1023
 GH1023.The horizontal coordinates were established by classical geodetic methods
 GH1023.and adjusted by the National Geodetic Survey in October 1998.
 GH1023
 GH1023.The orthometric height was scaled from a topographic map.
 GH1023
 GH1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1023.GEOID18 height accuracy estimate available here.
 GH1023
 GH1023.Click photographs - Photos may exist for this station.
 GH1023
 GH1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1023
 GH1023. The following values were computed from the NAD 83(1997) position.
 GH1023
 GH1023;                    North         East     Units Scale Factor Converg.
 GH1023;SPC OK N     -   209,568.609   702,202.165   MT  1.00002336   +0 40 35.6
 GH1023;SPC OK N     -   687,559.68  2,303,808.27   sFT  1.00002336   +0 40 35.6
 GH1023;UTM  14      - 4,084,076.173   691,285.773   MT  1.00005079   +1 17 19.2
 GH1023
 GH1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1023!SPC OK N     -   0.99994804  x   1.00002336  =   0.99997140
 GH1023!UTM  14      -   0.99994804  x   1.00005079  =   0.99999883
 GH1023
 GH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9128584076(NAD 83)
 GH1023
 GH1023                          SUPERSEDED SURVEY CONTROL
 GH1023
 GH1023  NAD 83(1993)-  36 52 59.83179(N)    096 51 12.82041(W) AD(       ) 2
 GH1023  NAD 83(1986)-  36 52 59.84512(N)    096 51 12.81109(W) AD(       ) 2
 GH1023  NAD 27      -  36 52 59.72584(N)    096 51 11.69370(W) AD(       ) 2
 GH1023
 GH1023.Superseded values are not recommended for survey control.
 GH1023
 GH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1023.See file dsdata.pdf to determine how the superseded data were derived.
 GH1023
 GH1023_MARKER: P = PIPE CAP
 GH1023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH1023_STAMPING: PRIM TRAV STA NO 20 1916
 GH1023_MARK LOGO: USGS
 GH1023_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH1023
 GH1023  HISTORY     - Date     Condition        Report By
 GH1023  HISTORY     - 1916     MONUMENTED       USGS
 GH1023  HISTORY     - 1958     GOOD             CGS
 GH1023
 GH1023                          STATION DESCRIPTION
 GH1023
 GH1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH1023'STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 27, T 28 N,
 GH1023'R 4 E, ABOUT 12 MILES EAST OF NEWKIRK AND ABOUT 8 MILES NORTH
 GH1023'OF KAW CITY.
 GH1023'
 GH1023'IT IS A U. S. GEOLOGICAL SURVEY TRAVERSE STATION DISK, STAMPED PRIM.
 GH1023'TRAV. STA. NO 20 1916, SCREWED TO THE TOP OF A 3-INCH IRON
 GH1023'PIPE PROJECTING 24 INCHES.  IT IS 57 FEET SOUTH OF A TELEPHONE
 GH1023'POLE, 50 FEET WEST OF AN EAST GATE POST IN AN EAST-WEST
 GH1023'FENCE LINE, 28 FEET SOUTH OF THE CENTER OF A MACADAM ROAD
 GH1023'AND 22 FEET EAST OF A POWERLINE POLE.  A TRAVERSE CONNECTION
 GH1023'WAS MADE TO TRIANGULATION STATION BEAR, THE DISTANCE BEING
 GH1023'21.717 METERS, 71.25 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0240 ***********************************************************************
 GH0240  DESIGNATION -  PTS 10=1100
 GH0240  PID         -  GH0240
 GH0240  STATE/COUNTY-  OK/KAY
 GH0240  COUNTRY     -  US
 GH0240  USGS QUAD   -  KILDARE (2018)
 GH0240
 GH0240                         *CURRENT SURVEY CONTROL
 GH0240  ______________________________________________________________________
 GH0240* NAD 83(1986) POSITION- 36 51 09.     (N) 097 00 48.     (W)   SCALED
 GH0240* NAVD 88 ORTHO HEIGHT -   335.465 (meters)     1100.60  (feet) ADJUSTED
 GH0240  ______________________________________________________________________
 GH0240  GEOID HEIGHT    -        -29.007 (meters)                     GEOID18
 GH0240  DYNAMIC HEIGHT  -        335.177 (meters)     1099.66  (feet) COMP
 GH0240  MODELED GRAVITY -    979,766.1   (mgal)                       NAVD 88
 GH0240
 GH0240  VERT ORDER      -  SECOND    CLASS 0
 GH0240
 GH0240.The horizontal coordinates were scaled from a map and have
 GH0240.an estimated accuracy of +/- 6 seconds.
 GH0240
 GH0240.The orthometric height was determined by differential leveling and
 GH0240.adjusted by the NATIONAL GEODETIC SURVEY
 GH0240.in June 1991.
 GH0240
 GH0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0240.GEOID18 height accuracy estimate available here.
 GH0240
 GH0240.Click photographs - Photos may exist for this station.
 GH0240
 GH0240.The dynamic height is computed by dividing the NAVD 88
 GH0240.geopotential number by the normal gravity value computed on the
 GH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0240.degrees latitude (g = 980.6199 gals.).
 GH0240
 GH0240.The modeled gravity was interpolated from observed gravity values.
 GH0240
 GH0240;                    North         East    Units  Estimated Accuracy
 GH0240;SPC OK N     -   206,000.      687,990.      MT  (+/- 180 meters Scaled)
 GH0240
 GH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF771803(NAD 83)
 GH0240
 GH0240                          SUPERSEDED SURVEY CONTROL
 GH0240
 GH0240  NGVD 29 (??/??/92)  335.339  (m)         1100.19   (f) ADJ UNCH    2 0
 GH0240
 GH0240.Superseded values are not recommended for survey control.
 GH0240
 GH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0240.See file dsdata.pdf to determine how the superseded data were derived.
 GH0240
 GH0240_MARKER: P = PIPE CAP
 GH0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0240_STAMPING: PRIM TRAV STA NO 16 1100.191 1916
 GH0240_MARK LOGO: USGS
 GH0240_PROJECTION: PROJECTING
 GH0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0240
 GH0240  HISTORY     - Date     Condition        Report By
 GH0240  HISTORY     - 1916     MONUMENTED       USGS
 GH0240  HISTORY     - 1953     GOOD             CGS
 GH0240
 GH0240                          STATION DESCRIPTION
 GH0240
 GH0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0240'3.1 MI SE FROM NEWKIRK.
 GH0240'3.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0240'RAILROAD FROM THE STATION AT NEWKIRK, 4 POLES SOUTHEAST OF MILEPOST
 GH0240'4, 24 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 47
 GH0240'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTH OF A FENCE
 GH0240'CORNER, 3 FEET SOUTH OF A VERTICAL SECTION OF RAIL WHICH PROJECTS
 GH0240'2 FEET ABOVE THE GROUND, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 GH0240'PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND AND IS SET IN THE
 GH0240'TOP OF A 1 FOOT CONCRETE POST.  NOTE-- PREVIOUSLY DESIGNATED AS
 GH0240'PTS 10.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0185 ***********************************************************************
 GH0185  DESIGNATION -  PTS 1=1029
 GH0185  PID         -  GH0185
 GH0185  STATE/COUNTY-  OK/OSAGE
 GH0185  COUNTRY     -  US
 GH0185  USGS QUAD   -  CHARLEY CREEK EAST (2018)
 GH0185
 GH0185                         *CURRENT SURVEY CONTROL
 GH0185  ______________________________________________________________________
 GH0185* NAD 83(1986) POSITION- 36 44 18.     (N) 096 45 25.     (W)   SCALED
 GH0185* NAVD 88 ORTHO HEIGHT -   309.949 (meters)     1016.89  (feet) ADJUSTED
 GH0185  ______________________________________________________________________
 GH0185  GEOID HEIGHT    -        -28.798 (meters)                     GEOID18
 GH0185  DYNAMIC HEIGHT  -        309.685 (meters)     1016.02  (feet) COMP
 GH0185  MODELED GRAVITY -    979,772.1   (mgal)                       NAVD 88
 GH0185
 GH0185  VERT ORDER      -  SECOND    CLASS 0
 GH0185
 GH0185.The horizontal coordinates were scaled from a map and have
 GH0185.an estimated accuracy of +/- 6 seconds.
 GH0185
 GH0185.The orthometric height was determined by differential leveling and
 GH0185.adjusted by the NATIONAL GEODETIC SURVEY
 GH0185.in June 1991.
 GH0185
 GH0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0185.GEOID18 height accuracy estimate available here.
 GH0185
 GH0185.Click photographs - Photos may exist for this station.
 GH0185
 GH0185.The dynamic height is computed by dividing the NAVD 88
 GH0185.geopotential number by the normal gravity value computed on the
 GH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0185.degrees latitude (g = 980.6199 gals.).
 GH0185
 GH0185.The modeled gravity was interpolated from observed gravity values.
 GH0185
 GH0185;                    North         East    Units  Estimated Accuracy
 GH0185;SPC OK N     -   193,590.      711,020.      MT  (+/- 180 meters Scaled)
 GH0185
 GH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF002681(NAD 83)
 GH0185
 GH0185                          SUPERSEDED SURVEY CONTROL
 GH0185
 GH0185  NGVD 29 (??/??/92)  309.826  (m)         1016.49   (f) ADJ UNCH    2 0
 GH0185
 GH0185.Superseded values are not recommended for survey control.
 GH0185
 GH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0185.See file dsdata.pdf to determine how the superseded data were derived.
 GH0185
 GH0185_MARKER: P = PIPE CAP
 GH0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0185_STAMPING: 1016.487 PRIM TRAV STA NO 1 1916
 GH0185_MARK LOGO: USGS
 GH0185_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0185+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 GH0185
 GH0185  HISTORY     - Date     Condition        Report By
 GH0185  HISTORY     - 1916     MONUMENTED       USGS
 GH0185  HISTORY     - 1934     GOOD             CGS
 GH0185  HISTORY     - 1940     GOOD             CGS
 GH0185  HISTORY     - 20020411 GOOD             OKDOT
 GH0185
 GH0185                          STATION DESCRIPTION
 GH0185
 GH0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0185'3.6 MI NW FROM BURBANK.
 GH0185'ABOUT 3.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0185'FE RAILWAY FROM THE STATION AT BURBANK, OSAGE COUNTY, ABOUT
 GH0185'0.2 MILE SOUTHEAST OF MILEPOST 22, ABOUT 40 FEET SOUTHEAST OF
 GH0185'THE SOUTHEAST CORNER OF A WOODEN BRIDGE AT A PRIVATE-ROAD
 GH0185'CROSSING, 134 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 GH0185'AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 GH0185'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1016.487 PRIM. TRAV.
 GH0185'STA. NO. 1 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 GH0185'PIPE ENCASED IN CONCRETE AND PROJECTING ABOUT 1 FOOT ABOVE
 GH0185'GROUND.
 GH0185
 GH0185                          STATION RECOVERY (1940)
 GH0185
 GH0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0185'RECOVERED IN GOOD CONDITION.
 GH0185
 GH0185                          STATION RECOVERY (2002)
 GH0185
 GH0185'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 GH0185'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0182 ***********************************************************************
 GH0182  DESIGNATION -  PTS 2=935
 GH0182  PID         -  GH0182
 GH0182  STATE/COUNTY-  OK/OSAGE
 GH0182  COUNTRY     -  US
 GH0182  USGS QUAD   -  BURBANK (2018)
 GH0182
 GH0182                         *CURRENT SURVEY CONTROL
 GH0182  ______________________________________________________________________
 GH0182* NAD 83(1986) POSITION- 36 41 53.7    (N) 096 43 31.3    (W)   HD_HELD2
 GH0182* NAVD 88 ORTHO HEIGHT -   285.262 (meters)      935.90  (feet) ADJUSTED
 GH0182  ______________________________________________________________________
 GH0182  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 GH0182  DYNAMIC HEIGHT  -        285.020 (meters)      935.10  (feet) COMP
 GH0182  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 GH0182
 GH0182  VERT ORDER      -  SECOND    CLASS 0
 GH0182
 GH0182.The horizontal coordinates were established by autonomous hand held GPS
 GH0182.observations and have an estimated accuracy of +/- 10 meters.
 GH0182
 GH0182.The orthometric height was determined by differential leveling and
 GH0182.adjusted by the NATIONAL GEODETIC SURVEY
 GH0182.in June 1991.
 GH0182
 GH0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0182.GEOID18 height accuracy estimate available here.
 GH0182
 GH0182.Click photographs - Photos may exist for this station.
 GH0182
 GH0182.The dynamic height is computed by dividing the NAVD 88
 GH0182.geopotential number by the normal gravity value computed on the
 GH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0182.degrees latitude (g = 980.6199 gals.).
 GH0182
 GH0182.The modeled gravity was interpolated from observed gravity values.
 GH0182
 GH0182;                    North         East    Units  Estimated Accuracy
 GH0182;SPC OK N     -   189,179.      713,900.      MT  (+/- 10 meters HH2 GPS)
 GH0182
 GH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0320063810(NAD 83)
 GH0182
 GH0182                          SUPERSEDED SURVEY CONTROL
 GH0182
 GH0182  NGVD 29 (??/??/92)  285.145  (m)          935.51   (f) ADJ UNCH    2 0
 GH0182
 GH0182.Superseded values are not recommended for survey control.
 GH0182
 GH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0182.See file dsdata.pdf to determine how the superseded data were derived.
 GH0182
 GH0182_MARKER: P = PIPE CAP
 GH0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0182_STAMPING: 935.513 PRIM TRAV STA NO 2 1916
 GH0182_MARK LOGO: USGS
 GH0182_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0182
 GH0182  HISTORY     - Date     Condition        Report By
 GH0182  HISTORY     - 1916     MONUMENTED       USGS
 GH0182  HISTORY     - 1934     GOOD             CGS
 GH0182  HISTORY     - 1940     GOOD             CGS
 GH0182  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0182
 GH0182                          STATION DESCRIPTION
 GH0182
 GH0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0182'AT BURBANK.
 GH0182'AT BURBANK, OSAGE COUNTY, ABOUT 150 FEET EAST OF THE EAST
 GH0182'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 GH0182'ABOUT 100 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK,
 GH0182'37.5 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 60,
 GH0182'14 FEET NORTHWEST OF THE SOUTH CORNER OF A LARGE CORRUGATED
 GH0182'TIN WAREHOUSE, AND 0.4 FOOT SOUTHWEST OF THE SOUTHWEST WALL OF
 GH0182'THE WAREHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GH0182'STAMPED 935.513 PRIM. TRAV. STA. NO. 2 1916 AND RIVETED ON THE
 GH0182'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE
 GH0182'GROUND.
 GH0182
 GH0182                          STATION RECOVERY (1940)
 GH0182
 GH0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0182'RECOVERED IN GOOD CONDITION.
 GH0182
 GH0182                          STATION RECOVERY (1976)
 GH0182
 GH0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0182'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0430 ***********************************************************************
 GG0430  DESIGNATION -  PTS 48
 GG0430  PID         -  GG0430
 GG0430  STATE/COUNTY-  OK/TULSA
 GG0430  COUNTRY     -  US
 GG0430  USGS QUAD   -  TULSA (2019)
 GG0430
 GG0430                         *CURRENT SURVEY CONTROL
 GG0430  ______________________________________________________________________
 GG0430* NAD 83(1986) POSITION- 36 12 21.7    (N) 095 58 46.2    (W)   HD_HELD2
 GG0430* NAVD 88 ORTHO HEIGHT -   198.655 (meters)      651.75  (feet) ADJUSTED
 GG0430  ______________________________________________________________________
 GG0430  GEOID HEIGHT    -        -28.911 (meters)                     GEOID18
 GG0430  DYNAMIC HEIGHT  -        198.482 (meters)      651.19  (feet) COMP
 GG0430  MODELED GRAVITY -    979,759.5   (mgal)                       NAVD 88
 GG0430
 GG0430  VERT ORDER      -  SECOND    CLASS 0
 GG0430
 GG0430.The horizontal coordinates were established by autonomous hand held GPS
 GG0430.observations and have an estimated accuracy of +/- 10 meters.
 GG0430
 GG0430.The orthometric height was determined by differential leveling and
 GG0430.adjusted by the NATIONAL GEODETIC SURVEY
 GG0430.in June 1991.
 GG0430
 GG0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0430.GEOID18 height accuracy estimate available here.
 GG0430
 GG0430.Click photographs - Photos may exist for this station.
 GG0430
 GG0430.The dynamic height is computed by dividing the NAVD 88
 GG0430.geopotential number by the normal gravity value computed on the
 GG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0430.degrees latitude (g = 980.6199 gals.).
 GG0430
 GG0430.The modeled gravity was interpolated from observed gravity values.
 GG0430
 GG0430;                    North         East    Units  Estimated Accuracy
 GG0430;SPC OK N     -   135,703.      781,678.      MT  (+/- 10 meters HH2 GPS)
 GG0430
 GG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3212810916(NAD 83)
 GG0430
 GG0430                          SUPERSEDED SURVEY CONTROL
 GG0430
 GG0430  NGVD 29 (??/??/92)  198.537  (m)          651.37   (f) ADJ UNCH    2 0
 GG0430
 GG0430.Superseded values are not recommended for survey control.
 GG0430
 GG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0430.See file dsdata.pdf to determine how the superseded data were derived.
 GG0430
 GG0430_MARKER: DB = BENCH MARK DISK
 GG0430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0430_STAMPING: 652 1916 PRIM TRAV STA 48
 GG0430_MARK LOGO: USGS
 GG0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0430
 GG0430  HISTORY     - Date     Condition        Report By
 GG0430  HISTORY     - 1916     MONUMENTED       USGS
 GG0430  HISTORY     - 1934     GOOD             CGS
 GG0430  HISTORY     - 20081105 MARK NOT FOUND   AIRDAT
 GG0430
 GG0430                          STATION DESCRIPTION
 GG0430
 GG0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0430'2.4 MI S FROM TURLEY.
 GG0430'ABOUT .3 MILE WEST OF NORTHEAST CORNER OF SECTION 24, T. 20 N.,
 GG0430'R. 12 E., 225 FEET NORTH OF M.P. 155, 40.3 FEET EAST OF
 GG0430'CENTERLINE OF MIDLAND VALLEY R.R., 36 FEET SOUTH OF CENTERLINE
 GG0430'OF OIL ROAD CROSSING, 4.5 FEET SOUTHEAST OF NORTHWEST CORNER
 GG0430'OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 GG0430
 GG0430                          STATION RECOVERY (2008)
 GG0430
 GG0430'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0178 ***********************************************************************
 GH0178  DESIGNATION -  PTS 4=851
 GH0178  PID         -  GH0178
 GH0178  STATE/COUNTY-  OK/OSAGE
 GH0178  COUNTRY     -  US
 GH0178  USGS QUAD   -  FAIRFAX (2018)
 GH0178
 GH0178                         *CURRENT SURVEY CONTROL
 GH0178  ______________________________________________________________________
 GH0178* NAD 83(1986) POSITION- 36 36 01.8    (N) 096 43 04.4    (W)   HD_HELD2
 GH0178* NAVD 88 ORTHO HEIGHT -   259.152 (meters)      850.23  (feet) ADJUSTED
 GH0178  ______________________________________________________________________
 GH0178  GEOID HEIGHT    -        -28.640 (meters)                     GEOID18
 GH0178  DYNAMIC HEIGHT  -        258.933 (meters)      849.52  (feet) COMP
 GH0178  MODELED GRAVITY -    979,779.6   (mgal)                       NAVD 88
 GH0178
 GH0178  VERT ORDER      -  SECOND    CLASS 0
 GH0178
 GH0178.The horizontal coordinates were established by autonomous hand held GPS
 GH0178.observations and have an estimated accuracy of +/- 10 meters.
 GH0178
 GH0178.The orthometric height was determined by differential leveling and
 GH0178.adjusted by the NATIONAL GEODETIC SURVEY
 GH0178.in June 1991.
 GH0178
 GH0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0178.GEOID18 height accuracy estimate available here.
 GH0178
 GH0178.Click photographs - Photos may exist for this station.
 GH0178
 GH0178.The dynamic height is computed by dividing the NAVD 88
 GH0178.geopotential number by the normal gravity value computed on the
 GH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0178.degrees latitude (g = 980.6199 gals.).
 GH0178
 GH0178.The modeled gravity was interpolated from observed gravity values.
 GH0178
 GH0178;                    North         East    Units  Estimated Accuracy
 GH0178;SPC OK N     -   178,341.      714,711.      MT  (+/- 10 meters HH2 GPS)
 GH0178
 GH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0412652980(NAD 83)
 GH0178
 GH0178                          SUPERSEDED SURVEY CONTROL
 GH0178
 GH0178  NGVD 29 (??/??/92)  259.047  (m)          849.89   (f) ADJ UNCH    2 0
 GH0178
 GH0178.Superseded values are not recommended for survey control.
 GH0178
 GH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0178.See file dsdata.pdf to determine how the superseded data were derived.
 GH0178
 GH0178_MARKER: P = PIPE CAP
 GH0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0178_STAMPING: 849.890 PRIM TRAV STA NO 4 1916
 GH0178_MARK LOGO: USGS
 GH0178_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0178
 GH0178  HISTORY     - Date     Condition        Report By
 GH0178  HISTORY     - 1916     MONUMENTED       USGS
 GH0178  HISTORY     - 1934     GOOD             CGS
 GH0178  HISTORY     - 1940     GOOD             CGS
 GH0178
 GH0178                          STATION DESCRIPTION
 GH0178
 GH0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0178'3.7 MI N FROM FAIRFAX.
 GH0178'ABOUT 3.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0178'RAILWAY FROM THE STATION AT FAIRFAX, OSAGE COUNTY, ABOUT 100
 GH0178'FEET NORTHWEST OF MILEPOST 34, 48 FEET NORTH OF THE CENTER LINE
 GH0178'OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 GH0178'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 849.890
 GH0178'PRIM. TRAV. STA. NO. 4 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GH0178'IRON PIPE PROJECTING ABOUT 18 INCHES ABOVE GROUND.
 GH0178
 GH0178                          STATION RECOVERY (1940)
 GH0178
 GH0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0175 ***********************************************************************
 GH0175  DESIGNATION -  PTS 5=843
 GH0175  PID         -  GH0175
 GH0175  STATE/COUNTY-  OK/OSAGE
 GH0175  COUNTRY     -  US
 GH0175  USGS QUAD   -  FAIRFAX (2018)
 GH0175
 GH0175                         *CURRENT SURVEY CONTROL
 GH0175  ______________________________________________________________________
 GH0175* NAD 83(1986) POSITION- 36 34 32.4    (N) 096 42 16.1    (W)   HD_HELD2
 GH0175* NAVD 88 ORTHO HEIGHT -   256.618 (meters)      841.92  (feet) ADJUSTED
 GH0175  ______________________________________________________________________
 GH0175  GEOID HEIGHT    -        -28.611 (meters)                     GEOID18
 GH0175  DYNAMIC HEIGHT  -        256.400 (meters)      841.21  (feet) COMP
 GH0175  MODELED GRAVITY -    979,779.6   (mgal)                       NAVD 88
 GH0175
 GH0175  VERT ORDER      -  SECOND    CLASS 0
 GH0175
 GH0175.The horizontal coordinates were established by autonomous hand held GPS
 GH0175.observations and have an estimated accuracy of +/- 10 meters.
 GH0175
 GH0175.The orthometric height was determined by differential leveling and
 GH0175.adjusted by the NATIONAL GEODETIC SURVEY
 GH0175.in June 1991.
 GH0175
 GH0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0175.GEOID18 height accuracy estimate available here.
 GH0175
 GH0175.Click photographs - Photos may exist for this station.
 GH0175
 GH0175.The dynamic height is computed by dividing the NAVD 88
 GH0175.geopotential number by the normal gravity value computed on the
 GH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0175.degrees latitude (g = 980.6199 gals.).
 GH0175
 GH0175.The modeled gravity was interpolated from observed gravity values.
 GH0175
 GH0175;                    North         East    Units  Estimated Accuracy
 GH0175;SPC OK N     -   175,602.      715,948.      MT  (+/- 10 meters HH2 GPS)
 GH0175
 GH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0539250253(NAD 83)
 GH0175
 GH0175                          SUPERSEDED SURVEY CONTROL
 GH0175
 GH0175  NGVD 29 (??/??/92)  256.514  (m)          841.58   (f) ADJ UNCH    2 0
 GH0175
 GH0175.Superseded values are not recommended for survey control.
 GH0175
 GH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0175.See file dsdata.pdf to determine how the superseded data were derived.
 GH0175
 GH0175_MARKER: P = PIPE CAP
 GH0175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0175_STAMPING: 841.580 PRIM TRAV STA NO 5 1916
 GH0175_MARK LOGO: USGS
 GH0175_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0175
 GH0175  HISTORY     - Date     Condition        Report By
 GH0175  HISTORY     - 1916     MONUMENTED       USGS
 GH0175  HISTORY     - 1934     GOOD             CGS
 GH0175  HISTORY     - 1942     POOR
 GH0175  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GH0175
 GH0175                          STATION DESCRIPTION
 GH0175
 GH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0175'AT FAIRFAX.
 GH0175'AT FAIRFAX, OSAGE COUNTY, ABOUT 15 FEET SOUTHEAST OF THE ATCHISON,
 GH0175'TOPEKA AND SANTA FE RAILWAY STATION, IN THE ANGLE OF THE BRICK
 GH0175'PLATFORM, AND ABOUT 4 INCHES EACH WAY FROM THE EDGES OF THE
 GH0175'PLATFORM.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 GH0175'STAMPED 841.580 PRIM TRAV STA NO. 5 1916 AND RIVETED ON THE
 GH0175'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE
 GH0175'GROUND.  NOTE.-- IN JANUARY 1940 IT WAS REPORTED THAT THE CAP
 GH0175'HAD BEEN WORN SMOOTH FROM TRAFFIC AND THAT THE PIPE LEANED
 GH0175'SLIGHTLY.  THE ELEVATION GIVEN IS PROBABLY NO LONGER ACCURATE.
 GH0175
 GH0175                          STATION RECOVERY (1942)
 GH0175
 GH0175'RECOVERED 1942
 GH0175'MARK RECOVERED IN POOR CONDITION.
 GH0175
 GH0175                          STATION RECOVERY (2022)
 GH0175
 GH0175'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JBG)
 GH0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0903 ***********************************************************************
 GH0903  DESIGNATION -  PTS 77
 GH0903  PID         -  GH0903
 GH0903  STATE/COUNTY-  OK/OSAGE
 GH0903  COUNTRY     -  US
 GH0903  USGS QUAD   -  WOLCO (2018)
 GH0903
 GH0903                         *CURRENT SURVEY CONTROL
 GH0903  ______________________________________________________________________
 GH0903* NAD 83(1993) POSITION- 36 30 25.63964(N) 096 00 03.35551(W)   ADJUSTED
 GH0903* NAVD 88 ORTHO HEIGHT -   254.6   (meters)      835.    (feet) VERTCON3
 GH0903  ______________________________________________________________________
 GH0903  GEOID HEIGHT    -        -28.805 (meters)                     GEOID18
 GH0903  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC18
 GH0903  HORZ ORDER      -  THIRD
 GH0903  VERT ORDER      -  THIRD ? (See Below)
 GH0903
 GH0903.The horizontal coordinates were established by classical geodetic methods
 GH0903.and adjusted by the National Geodetic Survey in November 1994.
 GH0903
 GH0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0903
 GH0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0903.GEOID18 height accuracy estimate available here.
 GH0903
 GH0903.The vertical order pertains to the NGVD 29 superseded value.
 GH0903
 GH0903.Click photographs - Photos may exist for this station.
 GH0903
 GH0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0903
 GH0903. The following values were computed from the NAD 83(1993) position.
 GH0903
 GH0903;                    North         East     Units Scale Factor Converg.
 GH0903;SPC OK N     -   169,065.458   779,062.999   MT  0.99996293   +1 10 47.1
 GH0903;SPC OK N     -   554,675.59  2,555,975.86   sFT  0.99996293   +1 10 47.1
 GH0903;UTM  14      - 4,044,382.366   768,593.858   MT  1.00048893   +1 47 07.0
 GH0903;UTM  15      - 4,044,387.573   231,239.144   MT  1.00049003   -1 47 11.0
 GH0903
 GH0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0903!SPC OK N     -   0.99996457  x   0.99996293  =   0.99992750
 GH0903!UTM  14      -   0.99996457  x   1.00048893  =   1.00045348
 GH0903!UTM  15      -   0.99996457  x   1.00049003  =   1.00045458
 GH0903
 GH0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6859344382(NAD 83)
 GH0903
 GH0903                          SUPERSEDED SURVEY CONTROL
 GH0903
 GH0903  NAD 83(1986)-  36 30 25.65843(N)    096 00 03.34382(W) AD(       ) 3
 GH0903  NAD 27      -  36 30 25.39728(N)    096 00 02.32063(W) AD(       ) 3
 GH0903
 GH0903.Superseded values are not recommended for survey control.
 GH0903
 GH0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0903.See file dsdata.pdf to determine how the superseded data were derived.
 GH0903
 GH0903_MARKER: DD = SURVEY DISK
 GH0903_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0903_STAMPING: PRIM TRAV STA NO 77 1916 RESET 1959 835
 GH0903_MARK LOGO: USGS
 GH0903_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0903
 GH0903  HISTORY     - Date     Condition        Report By
 GH0903  HISTORY     - 1959     MONUMENTED       USGS
 GH0903
 GH0903                          STATION DESCRIPTION
 GH0903
 GH0903'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GH0903'RAMONA, 1.6 MI S. AND 4.6 MI W. OF.  1.0 MI N. AND 3.5 MI E. OF AVANT.
 GH0903'9.5 MI N. ALONG OSAGE COUNTY LINE FROM SKIATOOK.  NEAR COR. SECS. 2,
 GH0903'3, 34, TPS. 23 AND 24 N., R. 12 E..  62 FT N. AND 1.5 FT W. OF OFFSET
 GH0903'CROSS FENCE E..  RIVETED ON TOP OF 2 IN. PIPE.  A U.S. LAND OFFICE CAP
 GH0903'STAMPED---PRIM TRAV STA NO 77 1916 RESET 1959 835---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0594 ***********************************************************************
 EM0594  DESIGNATION -  PUMPKIN RESET
 EM0594  PID         -  EM0594
 EM0594  STATE/COUNTY-  OK/COMANCHE
 EM0594  COUNTRY     -  US
 EM0594  USGS QUAD   -  LETITIA (2018)
 EM0594
 EM0594                         *CURRENT SURVEY CONTROL
 EM0594  ______________________________________________________________________
 EM0594* NAD 83(1993) POSITION- 34 35 48.58754(N) 098 12 44.06609(W)   ADJUSTED
 EM0594* NAVD 88 ORTHO HEIGHT -   360.2   (meters)     1182.    (feet) VERTCON3
 EM0594  ______________________________________________________________________
 EM0594  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 EM0594  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 EM0594  HORZ ORDER      -  THIRD
 EM0594
 EM0594.The horizontal coordinates were established by classical geodetic methods
 EM0594.and adjusted by the National Geodetic Survey in November 1994.
 EM0594
 EM0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0594
 EM0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0594.GEOID18 height accuracy estimate available here.
 EM0594
 EM0594.Click photographs - Photos may exist for this station.
 EM0594
 EM0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0594
 EM0594. The following values were computed from the NAD 83(1993) position.
 EM0594
 EM0594;                    North         East     Units Scale Factor Converg.
 EM0594;SPC OK S     -   140,171.696   580,531.655   MT  0.99993597   -0 07 13.7
 EM0594;SPC OK S     -   459,879.97  1,904,627.60   sFT  0.99993597   -0 07 13.7
 EM0594;UTM  14      - 3,828,616.486   572,235.967   MT  0.99966431   +0 26 50.3
 EM0594
 EM0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0594!SPC OK S     -   0.99994751  x   0.99993597  =   0.99988348
 EM0594!UTM  14      -   0.99994751  x   0.99966431  =   0.99961183
 EM0594
 EM0594:                Primary Azimuth Mark                     Grid Az
 EM0594:SPC OK S     -  PUMPKIN AZ MK                            139 09 05.7
 EM0594:UTM  14      -  PUMPKIN AZ MK                            138 35 01.7
 EM0594
 EM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7223528616(NAD 83)
 EM0594
 EM0594|---------------------------------------------------------------------|
 EM0594| PID    Reference Object                     Distance      Geod. Az  |
 EM0594|                                                           dddmmss.s |
 EM0594| CX7988 PUMPKIN AZ MK                                      1390152.0 |
 EM0594| CX7990 PUMPKIN RM 2                         16.419 METERS 27844     |
 EM0594| CX7989 PUMPKIN RM 1                         10.679 METERS 35647     |
 EM0594|---------------------------------------------------------------------|
 EM0594
 EM0594                          SUPERSEDED SURVEY CONTROL
 EM0594
 EM0594  NAD 83(1986)-  34 35 48.59152(N)    098 12 44.05057(W) AD(       ) 3
 EM0594  NAD 27      -  34 35 48.32400(N)    098 12 42.88300(W) AD(       ) 3
 EM0594  NGVD 29 (07/19/86)  360.1    (m)         1181.     (f) VERT ANG       
 EM0594
 EM0594.Superseded values are not recommended for survey control.
 EM0594
 EM0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0594.See file dsdata.pdf to determine how the superseded data were derived.
 EM0594
 EM0594_MARKER: DS = TRIANGULATION STATION DISK
 EM0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0594_STAMPING: PUMPKIN 1947 1970
 EM0594_MARK LOGO: CGS
 EM0594_PROJECTION: FLUSH
 EM0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0594+STABILITY: SURFACE MOTION
 EM0594
 EM0594  HISTORY     - Date     Condition        Report By
 EM0594  HISTORY     - 1947     MONUMENTED       CGS
 EM0594  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0594  HISTORY     - 1970     SEE DESCRIPTION  OKDH
 EM0594  HISTORY     - 1970     SEE DESCRIPTION  NGS
 EM0594  HISTORY     - 19991228 GOOD             LOCSUR
 EM0594
 EM0594                          STATION DESCRIPTION
 EM0594
 EM0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0594'STATION IS LOCATED 10.5 MILES EAST OF LAWTON AND 0.2 MILE
 EM0594'NORTH OF JUNCTION OF STATE HIGHWAYS 7 AND 65 AT PUMPKIN
 EM0594'CENTER STORE.  IT IS ON THE RIGHT-OF-WAY AND 26.5 FEET EAST
 EM0594'OF THE CENTER OF STATE HIGHWAY 65, 45 FEET NORTH OF THE
 EM0594'CENTER OF THE DRIVEWAY EAST, 120 FEET WEST OF THE SOUTHWEST
 EM0594'CORNER OF THE HOUSE AND 12 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 EM0594'POLE.  IT IS STAMPED PUMPKIN 1947 AND PROJECTS 8 INCHES.
 EM0594'
 EM0594'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 25.5 FEET
 EM0594'EAST OF THE CENTER OF THE HIGHWAY.  IT IS STAMPED PUMPKIN
 EM0594'NO 1 1947 AND PROJECTS 8 INCHES.
 EM0594'
 EM0594'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 26.5 FEET WEST
 EM0594'OF THE CENTER OF THE HIGHWAY AND 8 FEET SOUTH OF A TELEPHONE
 EM0594'POLE.  IT IS STAMPED PUMPKIN NO 2 1947 AND PROJECTS 7 INCHES.
 EM0594'
 EM0594'AZIMUTH MARK IS SOUTHEAST OF THE STATION, ON THE RIGHT-OF-WAY
 EM0594'AND 38.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 7, 2
 EM0594'FEET SOUTH OF EAST-WEST FENCE LINE AND 4.5 FEET WEST OF A
 EM0594'WITNESS POST.  IT IS STAMPED PUMPKIN 1947 AND PROJECTS 7
 EM0594'INCHES.
 EM0594'
 EM0594'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 277 AND STATE
 EM0594'HIGHWAY 7 AT THE SOUTHEAST EDGE OF LAWTON, GO EAST ON STATE
 EM0594'HIGHWAY 7 FOR 10.3 MILES TO JUNCTION OF STATE HIGHWAY 65
 EM0594'AT PUMPKIN CENTER STORE, TURN LEFT, NORTH, ON ROUTE 65 AND
 EM0594'GO 0.2 MILE TO STATION ON THE RIGHT NEAR ENTRANCE TO FARM HOME.
 EM0594'
 EM0594'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROUTE
 EM0594'65 FOR 0.2 MILE TO STATE HIGHWAY 7, TURN LEFT AND GO 0.2
 EM0594'MILE TO THE MARK ON THE LEFT.
 EM0594'
 EM0594'A 47 FOOT SIGNAL AT ZELLA IS VISIBLE FROM THE GROUND.
 EM0594'
 EM0594'A 4 FOOT SIGNAL AT STERLING IS VISIBLE FROM THE GROUND.
 EM0594
 EM0594                          STATION RECOVERY (1963)
 EM0594
 EM0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0594'NO EVIDENCE COULD BE FOUND OF THE STATION, REFERENCE OR
 EM0594'AZIMUTH MARKS.  THROUGH LOCAL INFORMATION.  IT WAS LEARNED
 EM0594'WHEN STATE HIGHWAY 65 WAS IMPROVED.  30 FEET OF NEW RIGHT-OF-WAY
 EM0594'AQUIRED, WITH 10 FEET OF NEW RIGHT-OF-WAY TO THE EAST AND 20
 EM0594'FEET OF NEW RIGHT-OF-WAY TO THE WEST FROM THE CENTER OF
 EM0594'THE HIGHWAY.  IT WAS ALSO REPORTED THAT ROAD MACHINERY WAS SEEN
 EM0594'RUNNING OVER THE MARKS AND EVENTUALLY THE MARKS WERE REMOVED
 EM0594'WITH ROAD MACHINERY.  THE UNDERGROUND OR SUB-SURFACE MARK
 EM0594'COULD NOT BE LOCATED BY PRODDING.  IT IS BELEIVED THE STATION
 EM0594'SHOULD BE CONSIDERED LOST.
 EM0594
 EM0594                          STATION RECOVERY (1970)
 EM0594
 EM0594'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (DW)
 EM0594'PUMPKIN 1947-SUBSURFACE MARK RECOVERED IN GOOD CONDITION.
 EM0594'SURFACE MARK DESTROYED
 EM0594'
 EM0594'PUMPKIN R.M. 1 1947-DESTROYED BY HEAVY MACHINERY DURING
 EM0594'ROAD WORK.
 EM0594'
 EM0594'PUMPKIN R.M. 2 1947-DESTROYED BY HEAVY MACHINERY DURING
 EM0594'ROAD WORK.
 EM0594'
 EM0594'PUMPKIN AZIMUTH 1947-DESTROYED BY HEAVY MACHINERY DURING
 EM0594'ROAD WORK.
 EM0594'
 EM0594'SUBSURFACE MARK FOUND IN GOOD CONDITION.  DESCRIPTION IS
 EM0594'ADEQUATE.
 EM0594
 EM0594                          STATION RECOVERY (1970)
 EM0594
 EM0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0594'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE
 EM0594'MARK NO. 2, AND THE AZIMUTH MARK WERE DESTROYED BY ROAD
 EM0594'CONSTRUCTION.  THE UNDERGROUND STATION MARK WAS RECOVERED
 EM0594'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND AND WAS IN
 EM0594'GOOD CONDITION.  A TRAVERSE WAS MADE TO TRI. A NO. C-16-113
 EM0594'(AZIMUTH MARK) WHICH WAS ESTABLISHED BY THE OKLAHOMA STATE
 EM0594'HIGHWAY DEPARTMENT AND ALSO REFERENCE MARKS NO. 3 AND NO. 4
 EM0594'WERE SET BY THE SAME PARTY.  THE UNDERGROUND STATION MARK
 EM0594'WAS LOWERED VERTICALLY AND A NEW SURFACE MARK WAS SET.  THE
 EM0594'AZIMUTH MARK AND THE REFERENCE MARKS SET BY THE PARTY ABOVE
 EM0594'WAS USED FOR THE STATION.
 EM0594'
 EM0594'FOLLOWING IS A NEW DESCRIPTION.
 EM0594'
 EM0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277
 EM0594'AND STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF LAWTON, GO EAST
 EM0594'ON STATE HIGHWAY 7 FOR 10.3 MILES TO THE JUNCTION OF STATE
 EM0594'HIGHWAY 65 AND THE AZIMUTH MARK IN MEDIAN ON THE LEFT.
 EM0594'TURN LEFT AND GO NORTH ON STATE HIGHWAY 7 FOR 0.2 MILE TO
 EM0594'A FARM DRIVEWAY AND THE STATION ON THE RIGHT.
 EM0594'
 EM0594'STATION MARKS ARE STANDARD DISKS STAMPED PUMPKIN 1947 1970.
 EM0594'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 EM0594'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 96.5
 EM0594'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 31.5
 EM0594'FEET EAST OF THE CENTER OF STATE HIGHWAY 65, 21.5 FEET NORTH
 EM0594'OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL AT THE NORTH
 EM0594'SIDE OF A DRIVEWAY, 18.5 FEET WEST-NORTHWEST OF A CORNER
 EM0594'POST AT THE SOUTHWEST CORNER OF A CORRAL, AND 2.5 FEET NORTH
 EM0594'OF A LARGE POST PAINTED YELLOW WITH A METAL WITNESS SIGN
 EM0594'ATTACHED.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 EM0594'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 EM0594'THE GROUND.
 EM0594'
 EM0594'REFERENCE MARK NO. 3, A STANDARD OKLAHOMA STATE HIGHWAY
 EM0594'DEPARTMENT DISK STAMPED PUMPKIN 1947 NO. 3 1970, IS SET
 EM0594'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 EM0594'THE SURFACE OF THE GROUND.  IT IS 50 FEET EAST OF THE CENTER
 EM0594'OF STATE HIGHWAY 65 AND 1.5 FEET WEST OF THE NORTHWEST CORNER
 EM0594'POST AT THE NORTHWEST CORNER OF A CORRAL.
 EM0594'
 EM0594'REFERENCE MARK NO. 4, A STANDARD OKLAHOMA STATE HIGHWAY
 EM0594'DEPARTMENT DISK STAMPED PUMPKIN 1947 NO. 4 1970, IS SET IN
 EM0594'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 EM0594'SURFACE OF THE GROUND.  IT IS 50 FEET EAST OF THE CENTER
 EM0594'OF STATE HIGHWAY 65, 21 FEET NORTHEAST OF THE EAST END OF A
 EM0594'CONCRETE CULVERT, 2 FEET NORTHWEST OF A CORNER FENCE POST
 EM0594'AT THE SOUTHWEST CORNER OF THE CORRAL, AND 1.5 FEET WEST
 EM0594'OF A FENCE.
 EM0594'
 EM0594'AZIMUTH MARK, A STANDARD TRIANGULATION DISK OF THE OKLAHOMA
 EM0594'STATE HIGHWAY DEPARTMENT STAMPED TRI. A-NO. C-16-113 1969,
 EM0594'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 EM0594'WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF THE
 EM0594'WEST BOUND LANE OF STATE HIGHWAY 7, 7 FEET WEST OF THE EAST
 EM0594'END OF A CURB AT MEDIAN, 2.5 FEET WEST OF A HIGHWAY SIGN
 EM0594'KEEP RIGHT, AND 2.5 FEET EAST OF A YELLOW POST PAINTED YELLOW.
 EM0594'
 EM0594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 EM0594'10-1/2 MILES EAST OF LAWTON.
 EM0594
 EM0594                          STATION RECOVERY (1999)
 EM0594
 EM0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (DP)
 EM0594'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9529 ***********************************************************************
 AF9529  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9529  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9529  DESIGNATION -  PURCELL CORS ARP
 AF9529  CORS_ID     -  PRCO
 AF9529  PID         -  AF9529
 AF9529  STATE/COUNTY-  OK/MCCLAIN
 AF9529  COUNTRY     -  US
 AF9529  USGS QUAD   -  CRINER (2018)
 AF9529
 AF9529                         *CURRENT SURVEY CONTROL
 AF9529  ______________________________________________________________________
 AF9529* NAD 83(2011) POSITION- 34 58 47.49576(N) 097 31 09.26433(W)   ADJUSTED
 AF9529* NAD 83(2011) ELLIP HT-   306.257 (meters)        (04/??/25)   ADJUSTED
 AF9529* NAD 83(2011) EPOCH   -  2010.00
 AF9529* NAVD 88 ORTHO HEIGHT -   332.38  (meters)     1090.5   (feet) GPS OBS
 AF9529  ______________________________________________________________________
 AF9529  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9529  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 AF9529  NAD 83(2011) X  -   -684,649.527 (meters)                     COMP
 AF9529  NAD 83(2011) Y  - -5,186,969.271 (meters)                     COMP
 AF9529  NAD 83(2011) Z  -  3,636,211.988 (meters)                     COMP
 AF9529
 AF9529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9529  Standards:
 AF9529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9529  -------------------------------------------------------------------
 AF9529  NETWORK    0.12   0.27           0.06   0.03   0.14     -0.60580000
 AF9529  -------------------------------------------------------------------
 AF9529
 AF9529.The coordinates were established by GPS observations
 AF9529.and adjusted by the National Geodetic Survey in April 2025.
 AF9529
 AF9529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9529.been affixed to the stable North American Tectonic Plate. 
 AF9529
 AF9529.The coordinates are valid at the epoch date displayed above
 AF9529.which is a decimal equivalence of Year/Month/Day.
 AF9529
 AF9529.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9529.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9529.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9529.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9529.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9529.published epoch of 2010.00.
 AF9529
 AF9529.Additional information on MYCS is available at:
 AF9529.https://geodesy.noaa.gov/CORS/index.shtml
 AF9529
 AF9529.The orthometric height was determined by GPS observations and a
 AF9529.high-resolution geoid model using precise GPS observation and
 AF9529.processing techniques.
 AF9529
 AF9529.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9529.GEOID18 height accuracy estimate available here.
 AF9529
 AF9529.The PID for the CORS L1 Phase Center is AI5961.
 AF9529
 AF9529.Click photographs - Photos may exist for this station.
 AF9529
 AF9529.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9529
 AF9529.The ellipsoidal height was determined by GPS observations
 AF9529.and is referenced to NAD 83.
 AF9529
 AF9529. The following values were computed from the NAD 83(2011) position.
 AF9529
 AF9529;                    North         East     Units Scale Factor Converg.
 AF9529;SPC OK S     -   182,745.482   643,896.508   MT  0.99995972   +0 16 22.4
 AF9529;SPC OK S     -   599,557.47  2,112,517.13   sFT  0.99995972   +0 16 22.4
 AF9529;UTM  14      - 3,871,811.019   635,160.092   MT  0.99982515   +0 50 56.5
 AF9529
 AF9529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9529!SPC OK S     -   0.99995193  x   0.99995972  =   0.99991165
 AF9529!UTM  14      -   0.99995193  x   0.99982515  =   0.99977709
 AF9529
 AF9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3516071811(NAD 83)
 AF9529
 AF9529                          SUPERSEDED SURVEY CONTROL
 AF9529
 AF9529  NAD 83(2011)-  34 58 47.49588(N)    097 31 09.26439(W) AD(2010.00) c
 AF9529  ELLIP H (06/??/19)  306.259  (m)                       GP(2010.00) c c
 AF9529  NAD 83(2011)-  34 58 47.49588(N)    097 31 09.26433(W) AD(2010.00) c
 AF9529  NAD 83(2011)-  34 58 47.49585(N)    097 31 09.26429(W) AD(2010.00) c
 AF9529  ELLIP H (08/??/11)  306.255  (m)                       GP(2010.00) c c
 AF9529  NAD 83(2007)-  34 58 47.49577(N)    097 31 09.26486(W) AD(2002.00) c
 AF9529  NAD 83(CORS)-  34 58 47.49577(N)    097 31 09.26486(W) AD(2002.00) c
 AF9529  ELLIP H (03/??/02)  306.268  (m)                       GP(2002.00) c c
 AF9529  NAD 83(CORS)-  34 58 47.49568(N)    097 31 09.26506(W) AD(1997.00) c
 AF9529  ELLIP H (04/??/00)  306.271  (m)                       GP(1997.00) c c
 AF9529  NAD 83(CORS)-  34 58 47.49571(N)    097 31 09.26524(W) AD(1997.00) c
 AF9529  ELLIP H (04/??/96)  306.278  (m)                       GP(1997.00) c c
 AF9529  NAD 83(CORS)-  34 58 47.49571(N)    097 31 09.26524(W) AD(1996.00) c
 AF9529  ELLIP H (04/??/96)  306.278  (m)                       GP(1996.00) c c
 AF9529
 AF9529.Superseded values are not recommended for survey control.
 AF9529
 AF9529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9529.See file dsdata.pdf to determine how the superseded data were derived.
 AF9529
 AF9529_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9529
 AF9529                          STATION DESCRIPTION
 AF9529
 AF9529'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9529'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9529'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9529'AND LOG FILES ACCESSIBLE AT:
 AF9529'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0932 ***********************************************************************
 FJ0932  DESIGNATION -  PURCELL NORTH MUNICIPAL TANK
 FJ0932  PID         -  FJ0932
 FJ0932  STATE/COUNTY-  OK/MCCLAIN
 FJ0932  COUNTRY     -  US
 FJ0932  USGS QUAD   -  PURCELL (2018)
 FJ0932
 FJ0932                         *CURRENT SURVEY CONTROL
 FJ0932  ______________________________________________________________________
 FJ0932* NAD 83(1993) POSITION- 35 01 24.05026(N) 097 21 42.42215(W)   ADJUSTED
 FJ0932  ______________________________________________________________________
 FJ0932  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 FJ0932  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 FJ0932  HORZ ORDER      -  THIRD
 FJ0932
 FJ0932.The horizontal coordinates were established by classical geodetic methods
 FJ0932.and adjusted by the National Geodetic Survey in November 1994.
 FJ0932
 FJ0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0932.GEOID18 height accuracy estimate available here.
 FJ0932
 FJ0932.Click photographs - Photos may exist for this station.
 FJ0932
 FJ0932.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0932
 FJ0932. The following values were computed from the NAD 83(1993) position.
 FJ0932
 FJ0932;                    North         East     Units Scale Factor Converg.
 FJ0932;SPC OK S     -   187,649.405   658,242.610   MT  0.99996523   +0 21 44.1
 FJ0932;SPC OK S     -   615,646.42  2,159,584.30   sFT  0.99996523   +0 21 44.1
 FJ0932;UTM  14      - 3,876,858.621   649,454.462   MT  0.99987529   +0 56 25.3
 FJ0932
 FJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4945476858(NAD 83)
 FJ0932
 FJ0932                          SUPERSEDED SURVEY CONTROL
 FJ0932
 FJ0932  NAD 83(1986)-  35 01 24.05582(N)    097 21 42.40672(W) AD(       ) 3
 FJ0932  NAD 27      -  35 01 23.79855(N)    097 21 41.29942(W) AD(       ) 3
 FJ0932
 FJ0932.Superseded values are not recommended for survey control.
 FJ0932
 FJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0932.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0932
 FJ0932_MARKER: 53 = ELEVATED TANK
 FJ0932
 FJ0932  HISTORY     - Date     Condition        Report By
 FJ0932  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0932
 FJ0932                          STATION DESCRIPTION
 FJ0932
 FJ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0932'THE STATION IS ON A HIGH HILL AT THE NORTH EDGE OF PURCELL
 FJ0932'AND IS THE NORTH ONE OF TWO MUNICIPAL WATER TANKS.  IT IS A
 FJ0932'6-LEGGED TANK, SILVER IN COLOR AND 90 FEET IN HEIGHT.  THE
 FJ0932'POINT OBSERVED WAS THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0937 ***********************************************************************
 FJ0937  DESIGNATION -  PURCELL RESET
 FJ0937  PID         -  FJ0937
 FJ0937  STATE/COUNTY-  OK/MCCLAIN
 FJ0937  COUNTRY     -  US
 FJ0937  USGS QUAD   -  WASHINGTON (2018)
 FJ0937
 FJ0937                         *CURRENT SURVEY CONTROL
 FJ0937  ______________________________________________________________________
 FJ0937* NAD 83(1993) POSITION- 35 00 37.89275(N) 097 26 50.48903(W)   ADJUSTED
 FJ0937* NAVD 88 ORTHO HEIGHT -   383.06  (+/-2cm)     1256.8   (feet) VERTCON3
 FJ0937  ______________________________________________________________________
 FJ0937  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 FJ0937  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 FJ0937  HORZ ORDER      -  FIRST
 FJ0937  VERT ORDER      -  THIRD ? (See Below)
 FJ0937
 FJ0937.The horizontal coordinates were established by classical geodetic methods
 FJ0937.and adjusted by the National Geodetic Survey in November 1994.
 FJ0937
 FJ0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0937
 FJ0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0937.GEOID18 height accuracy estimate available here.
 FJ0937
 FJ0937.The vertical order pertains to the NGVD 29 superseded value.
 FJ0937
 FJ0937.Click photographs - Photos may exist for this station.
 FJ0937
 FJ0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0937
 FJ0937. The following values were computed from the NAD 83(1993) position.
 FJ0937
 FJ0937;                    North         East     Units Scale Factor Converg.
 FJ0937;SPC OK S     -   186,180.979   650,441.119   MT  0.99996355   +0 18 49.3
 FJ0937;SPC OK S     -   610,828.76  2,133,988.90   sFT  0.99996355   +0 18 49.3
 FJ0937;UTM  14      - 3,875,311.774   641,668.975   MT  0.99984736   +0 53 27.4
 FJ0937
 FJ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0937!SPC OK S     -   0.99994398  x   0.99996355  =   0.99990753
 FJ0937!UTM  14      -   0.99994398  x   0.99984736  =   0.99979135
 FJ0937
 FJ0937:                Primary Azimuth Mark                     Grid Az
 FJ0937:SPC OK S     -  TT 22 B 27                               340 53 23.1
 FJ0937:UTM  14      -  TT 22 B 27                               340 18 45.0
 FJ0937
 FJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4166875311(NAD 83)
 FJ0937
 FJ0937|---------------------------------------------------------------------|
 FJ0937| PID    Reference Object                     Distance      Geod. Az  |
 FJ0937|                                                           dddmmss.s |
 FJ0937| FJ0957 NORMAN COLLEGE BELFRY               APPROX.22.1 KM 0000747.5 |
 FJ0937| FJ0944 NORMAN STANDPIPE                    APPROX.23.7 KM 0025055.7 |
 FJ0937| FJ0945 NOBLE ELEVATOR                      APPROX.14.9 KM 0175220.6 |
 FJ0937| FJ0942 NOBLE MUNICIPAL TANK                APPROX.15.1 KM 0184415.6 |
 FJ0937| CL6057 PURCELL RM E                        122.620 METERS 07309     |
 FJ0937| FJ0932 PURCELL NORTH MUNICIPAL TANK        APPROX. 7.9 KM 0793913.4 |
 FJ0937| CL6055 PURCELL RM 1                         11.061 METERS 08138     |
 FJ0937| FJ0931 PURCELL WATER TANK                  APPROX. 7.6 KM 0853235.1 |
 FJ0937| FJ0934 LEXINGTON MUNICIPAL STANDPIPE       APPROX.10.7 KM 0873154.1 |
 FJ0937| EL0868 WAYNE MUNICIPAL TANK                APPROX.15.5 KM 1295843.2 |
 FJ0937| EL0869 ATT TV RELAY TOWER KKH 70           APPROX.11.2 KM 1381426.6 |
 FJ0937| EL0881 MAYSVILLE MUNICIPAL TANK            APPROX.21.7 KM 1704316.1 |
 FJ0937| EL0885 MAYSVILLE MID CON PIPE CO MAST      APPROX.21.1 KM 1794705.2 |
 FJ0937| EL0884 MAYSVILLE CHEROKEE PLINE MAST       APPROX.21.3 KM 1812606.1 |
 FJ0937| CL6058 PURCELL RM W                        292.138 METERS 25417     |
 FJ0937| CL6056 PURCELL RM 4                         41.694 METERS 29417     |
 FJ0937| CL5864 TT 22 B 27                                         3411212.4 |
 FJ0937|---------------------------------------------------------------------|
 FJ0937
 FJ0937                          SUPERSEDED SURVEY CONTROL
 FJ0937
 FJ0937  NAD 83(1986)-  35 00 37.89828(N)    097 26 50.47370(W) AD(       ) 1
 FJ0937  NAD 27      -  35 00 37.64422(N)    097 26 49.36731(W) AD(       ) 1
 FJ0937  USSD        -  35 00 37.55100(N)    097 26 49.72100(W) AD(       ) 3
 FJ0937  NGVD 29             382.95   (m)         1256.4    (f) LEVELING    3  
 FJ0937
 FJ0937.Superseded values are not recommended for survey control.
 FJ0937
 FJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0937.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0937
 FJ0937_MARKER: DS = TRIANGULATION STATION DISK
 FJ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0937_STAMPING: PURCELL 1902
 FJ0937_MARK LOGO: CGS
 FJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0937+STABILITY: SURFACE MOTION
 FJ0937
 FJ0937  HISTORY     - Date     Condition        Report By
 FJ0937  HISTORY     - 1920     MONUMENTED       CGS
 FJ0937  HISTORY     - 1934     GOOD             CGS
 FJ0937  HISTORY     - 1934     GOOD             OKGS
 FJ0937  HISTORY     - 1947     GOOD             CGS
 FJ0937  HISTORY     - 1957     GOOD             CGS
 FJ0937
 FJ0937                          STATION DESCRIPTION
 FJ0937
 FJ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 FJ0937'ABOUT 5 MILES WEST OF PURCELL, 1 MILE NORTH OF PURCELL-CHICKASHA ROAD,
 FJ0937'ON LAND OWNED IN 1902 BY J.E. GIVENS.  ORIGINAL SURFACE MARK WAS
 FJ0937'COPPER BOLT IN TOP OF STONE POST BEARING LETTERS USGS AND SMALL
 FJ0937'TRIANGLE. POST WAS SET IN CONCRETE.
 FJ0937'
 FJ0937'THE UNDERGROUND MARK IS NAIL IN TOP OF 4-INCH TERRA-COTTA PIPE, FILLED
 FJ0937'WITH AND SET IN CONCRETE, WITH TOP SURFACE 23 INCHES BELOW SURFACE OF
 FJ0937'GROUND.
 FJ0937'
 FJ0937'IN 1920 REPORTED THAT SURFACE MARK HAD BEEN DUG UP AND BROKEN, BUT
 FJ0937'UNDERGROUND MARK WAS UNDISTURBED.  STANDARD STATION MARK WAS SET IN
 FJ0937'CONCRETE FOR NEW SURFACE MARK.  ORIGINAL REFERENCE MARKS WERE PROBABLY
 FJ0937'NAILS IN CONCRETE IN TERRA-COTTA PIPE SET IN CONCRETE.  ONE WAS IN
 FJ0937'NORTH-AND-SOUTH FENCE LINE 292.138 METERS (958.46 FEET) FROM STATION,
 FJ0937'S 74 DEG 17 MIN 05 SEC W.  OTHER WAS ABOUT HALFWAY FROM STATION TO
 FJ0937'BREAK OF BANK TO DEEP RAVINE, AND 122.620 METERS (402.30 FEET) FROM
 FJ0937'STATION, N 73 DEG 13 MIN 41 SEC E.  IN 1920 REFERENCE MARKS WERE
 FJ0937'REPORTED DUG UP AND BROKEN, AND STANDARD REFERENCE DISK WAS SET IN
 FJ0937'CONCRETE 11.06 METERS (36.3 FEET) FROM STATION, N 81 DEG 41 MIN E.
 FJ0937'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION- T6N, R2W, SECS. 7
 FJ0937'AND 8, 1/4 CORNER, 0.4 MILE, S 60 DEG 52 MIN 29 SEC E, PURCELL WATER
 FJ0937'TANK, ABOUT 5 MILES, N 85 DEG 32 MIN 38 SEC E.
 FJ0937
 FJ0937                          STATION RECOVERY (1934)
 FJ0937
 FJ0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ0937'STATION MARK IS IN GOOD CONDITION.  IT IS A STANDARD TRIANGULATION
 FJ0937'MARK, SET IN CONCRETE FLUSH WITH THE GROUND.  THE REFERENCE MARK
 FJ0937'LOCATED 36.2 FEET FROM THE STATION, IS IN GOOD CONDITION.  IT IS A
 FJ0937'STANDARD BRONZE REFERENCE MARK.  THE REFERENCE MARK 402.3 FEET FROM
 FJ0937'THE STATION WAS LOCATED BUT WAS BROKEN AND OF NO VALUE.  THE REFERENCE
 FJ0937'MARK 958.46 FEET FROM THE STATION WAS NOT LOCATED AT THIS DATE.
 FJ0937'
 FJ0937'THE STATION IS ABOUT 5.4 MILES WEST OF PURCELL, ON THE ROAD DIRECTLY
 FJ0937'WEST OF A WATER TOWER, AND 575 YARDS SOUTH, IN THE NORTHEAST QUARTER
 FJ0937'OF SEC. 7, T6N, R2W, 110 YARDS WEST OF A NORTH-SOUTH FENCE, 113 YARDS
 FJ0937'SOUTH OF AN EAST-WEST FENCE, IN PRAIRIE PASTURE.  THE PRESENT LAND
 FJ0937'OWNER IS CHARLEY HOWLAND.
 FJ0937
 FJ0937                          STATION RECOVERY (1934)
 FJ0937
 FJ0937'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1934
 FJ0937'SURFACE MARK IS A STANDARD BRONZE DISK IN CONCRETE AND IS IN GOOD
 FJ0937'CONDITION.  THE REFERENCE MARK IS 36.28 FEET FROM THE STATION, N 81
 FJ0937'DEG 40 MIN 28 SEC E.
 FJ0937'
 FJ0937'THE STATION IS LOCATED 5.4 MILES WEST OF PURCELL DEPOT, APPROXIMATELY
 FJ0937'1,795 FEET SOUTH OF SECTION-LINE ROAD, IN THE SOUTHWEST 1/4 NE 1/4 OF
 FJ0937'SEC. 7, T6N, R2W.  THE EAST QUARTER CORNER SEC. 7, T6N, R2W, IS NOW A
 FJ0937'ROAD INTERSECTION.
 FJ0937'
 FJ0937'REPORTED DESCRIPTION- 1,933.3 FEET FROM THE QUARTER-SECTION CORNER
 FJ0937'COMMON TO SECS. 7 AND 8, T6N, R2W.  AZIMUTH FROM THE STATION TO THE
 FJ0937'QUARTER-SECTION CORNER IS, S 60 DEG 52 MIN 28 SEC E.
 FJ0937
 FJ0937                          STATION RECOVERY (1947)
 FJ0937
 FJ0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FJ0937'STATION IS ON A PASTURE HILL ABOUT 5 MILES WEST OF PURCELL, ON
 FJ0937'PROPERTY BELONGING TO MR. JAMES CRAWFORD, JR., AND IS ABOUT 1/4 MILE
 FJ0937'NORTH OF A LARGE ORCHARD.  IT IS IN SEC. 7, T6N, R2W AND IS AT THE TOP
 FJ0937'OF THE HILL, NORTH OF A LARGE DIRT TANK.
 FJ0937'
 FJ0937'THE UNDERGROUND MARK IS DESCRIBED AS A NAIL IN THE TOP OF A
 FJ0937'CONCRETE-FILLED TERRA-COTTA PIPE, 4 INCHES IN DIAMETER AND SURROUNDED
 FJ0937'WITH CONCRETE, SET ABOUT 23 INCHES BELOW THE SURFACE.  THE SURFACE
 FJ0937'MARK IS A BRONZE DISK STAMPED PURCELL 1902, SET IN A CONCRETE BLOCK
 FJ0937'ABOUT 14 INCHES IN DIAMETER AND FLUSH WITH THE SURFACE.
 FJ0937'
 FJ0937'REFERENCE MARK IS A BRONZE REFERENCE DISK STAMPED PURCELL 1902, SET IN
 FJ0937'A CONCRETE BLOCK ABOUT 12 INCHES SQUARE AND PROJECTS ABOUT 2 INCHES.
 FJ0937'IT IS 11.06 METERS (36.3 FEET) FROM THE STATION, N 81 DEG 41 MIN E.
 FJ0937'
 FJ0937'TO REACH STATION FROM PURCELL, GO WEST ON HIGHWAY 39 FROM THE JUNCTION
 FJ0937'OF HIGHWAYS 77 AND 39 FOR 5.4 MILES TO A GATE ON THE RIGHT.  TURN
 FJ0937'RIGHT THROUGH THE GATE AND FOLLOW THE TRACK ROADS N ACROSS THE PASTURE
 FJ0937'FOR 0.5 MILE TO THE TOP OF THE HILL AND THE STATION.
 FJ0937
 FJ0937                          STATION RECOVERY (1957)
 FJ0937
 FJ0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0937'THE STATION AND THE REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN
 FJ0937'GOOD CONDITION.  AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED.  NO 22
 FJ0937'B 27 (OKLA. GEOD. S.) CAN BE USED FOR AN AZIMUTH MARK.  FOLLOWING IS A
 FJ0937'COMPLETE AND NEW DESCRIPTION.
 FJ0937'
 FJ0937'STATION IS ABOUT 5 MILES WEST OF PURCELL, IN SECTION 7, T6N, R2W, IN
 FJ0937'PASTURE LAND, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON
 FJ0937'LAND OWNED BY JIM CRAWFORD.
 FJ0937'
 FJ0937'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 39 AND U.S.
 FJ0937'HIGHWAY 77, ABOUT 1 MILE SOUTH OF PURCELL, GO WEST ON HIGHWAY 39 FOR
 FJ0937'4.4 MILES TO A GATE ON THE RIGHT AND A TRACK ROAD LEADING NORTH, PASS
 FJ0937'THROUGH THE GATE AND FOLLOW THE TRACK ROAD NORTH FOR 0.55 MILE TO THE
 FJ0937'HIGHEST POINT OF THE HILL, THE STATION AND AN OLD CORRAL ON THE LEFT.
 FJ0937'CONTINUE NORTH ON THE TRACK ROAD FOR 0.35 MILE TO A STOCK LOADING PEN
 FJ0937'AND THE AZIMUTH MARK ON THE LEFT.
 FJ0937'
 FJ0937'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED 1256, SET IN A
 FJ0937'12-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 137
 FJ0937'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE CORRAL, 119 FEET
 FJ0937'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CORRAL AND 56 FEET WEST OF
 FJ0937'THE CENTER OF THE TRACK ROAD.  A WHITE WITNESS POST WAS SET 137 FEET
 FJ0937'NORTHWEST OF THE MARK.
 FJ0937'
 FJ0937'THE UNDERGROUND MARK IS A NAIL SET IN A TERRA COTTA PIPE FILLED WITH
 FJ0937'CONCRETE AND 23 INCHES BELOW THE GROUND SURFACE.
 FJ0937'
 FJ0937'REFERENCE MARK NO. 1 IS A STANDARD DISK, NOT STAMPED SET IN A 10-INCH
 FJ0937'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 169 FEET
 FJ0937'SOUTHEAST OF THE NORTHEAST CORNER OF THE CORRAL, 154 FEET
 FJ0937'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CORRAL AND 21 FEET WEST
 FJ0937'OF THE CENTER OF THE TRACK ROAD.
 FJ0937'
 FJ0937'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED PURCELL USGS NO 4
 FJ0937'1902, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 FJ0937'IS 156 FEET WEST OF THE CENTER OF THE TRACK ROAD, 1 FOOT SOUTHWEST OF
 FJ0937'THE NORTHEAST CORNER OF THE CORRAL AND 1 FOOT SOUTHEAST OF THE WITNESS
 FJ0937'POST.
 FJ0937'
 FJ0937'A CGS+SS DISK STAMPED TT 22 B 27 1934, SET IN A 6-INCH SQUARE CONCRETE
 FJ0937'POST PROJECTING 2 INCHES IS 107 FEET NORTHWEST OF THE SOUTHWEST CORNER
 FJ0937'OF THE LOADING PEN, 92 FEET WEST OF THE NORTHWEST CORNER OF THE PEN 37
 FJ0937'FEET SOUTH OF A FENCE AND 34 FEET WEST OF A TELEPHONE POLE.  A WHITE
 FJ0937'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 FJ0937'
 FJ0937'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0989 ***********************************************************************
 EL0989  DESIGNATION -  PURDY
 EL0989  PID         -  EL0989
 EL0989  STATE/COUNTY-  OK/GARVIN
 EL0989  COUNTRY     -  US
 EL0989  USGS QUAD   -  PURDY (2018)
 EL0989
 EL0989                         *CURRENT SURVEY CONTROL
 EL0989  ______________________________________________________________________
 EL0989* NAD 83(1993) POSITION- 34 44 39.40416(N) 097 36 47.66104(W)   ADJUSTED
 EL0989* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 EL0989  ______________________________________________________________________
 EL0989  GEOID HEIGHT    -        -25.742 (meters)                     GEOID18
 EL0989  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 EL0989  HORZ ORDER      -  THIRD
 EL0989
 EL0989.The horizontal coordinates were established by classical geodetic methods
 EL0989.and adjusted by the National Geodetic Survey in November 1994.
 EL0989
 EL0989.The orthometric height was scaled from a topographic map.
 EL0989
 EL0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0989.GEOID18 height accuracy estimate available here.
 EL0989
 EL0989.Click photographs - Photos may exist for this station.
 EL0989
 EL0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0989
 EL0989. The following values were computed from the NAD 83(1993) position.
 EL0989
 EL0989;                    North         East     Units Scale Factor Converg.
 EL0989;SPC OK S     -   156,575.245   635,413.959   MT  0.99993983   +0 13 10.3
 EL0989;SPC OK S     -   513,697.28  2,084,687.30   sFT  0.99993983   +0 13 10.3
 EL0989;UTM  14      - 3,845,560.779   626,941.024   MT  0.99979861   +0 47 25.6
 EL0989
 EL0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0989!SPC OK S     -   0.99994893  x   0.99993983  =   0.99988876
 EL0989!UTM  14      -   0.99994893  x   0.99979861  =   0.99974755
 EL0989
 EL0989:                Primary Azimuth Mark                     Grid Az
 EL0989:SPC OK S     -  PURDY AZ MK                              180 07 10.7
 EL0989:UTM  14      -  PURDY AZ MK                              179 32 55.4
 EL0989
 EL0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2694145560(NAD 83)
 EL0989
 EL0989|---------------------------------------------------------------------|
 EL0989| PID    Reference Object                     Distance      Geod. Az  |
 EL0989|                                                           dddmmss.s |
 EL0989| EL0984 LINDSAY HILDERBRANDT SERV MAST      APPROX.10.3 KM 0050716.6 |
 EL0989| EL0979 LINDSAY MUNICIPAL TANK              APPROX.10.5 KM 0053208.9 |
 EL0989| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.13.0 KM 1265420.9 |
 EL0989| CY2920 PURDY AZ MK                                        1802021.0 |
 EL0989| CY2922 PURDY RM 2                           19.835 METERS 22725     |
 EL0989| CY2921 PURDY RM 1                           21.891 METERS 31703     |
 EL0989| EL0981 LINDSAY WELL SERV CO MAST           APPROX.10.4 KM 3561457.8 |
 EL0989| EL0982 LINDSAY RURAL ELEC COOP MAST        APPROX.11.2 KM 3580329.6 |
 EL0989| EL0983 LINDSAY HERRING WELL SERV MAST      APPROX.11.3 KM 3590531.7 |
 EL0989|---------------------------------------------------------------------|
 EL0989
 EL0989                          SUPERSEDED SURVEY CONTROL
 EL0989
 EL0989  NAD 83(1986)-  34 44 39.40887(N)    097 36 47.64659(W) AD(       ) 3
 EL0989  NAD 27      -  34 44 39.13495(N)    097 36 46.53817(W) AD(       ) 3
 EL0989
 EL0989.Superseded values are not recommended for survey control.
 EL0989
 EL0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0989.See file dsdata.pdf to determine how the superseded data were derived.
 EL0989
 EL0989_MARKER: DS = TRIANGULATION STATION DISK
 EL0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0989_STAMPING: PURDY 1957
 EL0989_MARK LOGO: CGS
 EL0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0989+STABILITY: SURFACE MOTION
 EL0989
 EL0989  HISTORY     - Date     Condition        Report By
 EL0989  HISTORY     - 1957     MONUMENTED       CGS
 EL0989  HISTORY     - 1981     GOOD             LOCENG
 EL0989
 EL0989                          STATION DESCRIPTION
 EL0989
 EL0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0989'STATION IS 0.5 MILE WEST AND 6.5 MILE SOUTH OF LINDSAY, 2.0 MILES
 EL0989'NORTH AND 1.5 MILES WEST OF PURDY, ON ROAD-RIGHT-OF-WAY, IN THE
 EL0989'SOUTHWEST 1/4 OF SECTION 10,T 3 N, R 4 W.
 EL0989'
 EL0989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 EL0989'76 AT THE EAST EDGE OF LINDSAY, GO SOUTH ON HIGHWAY 76 FOR 5.55
 EL0989'MILES TO CROSSROADS, (THIS IS ABOUT 0.1 MILE BEFORE REACHING TOP OF
 EL0989'A GRADE) TURN RIGHT AND GO WEST FOR 0.7 MILE TO CROSSROADS,
 EL0989'TURN LEFT AND FOLLOW WINDING ROAD FOR 0.8 MILE TO TOP OF HILL
 EL0989'AND STATION ON RIGHT.  (CONTINUE ON ROAD FOR 0.4 MILE TO
 EL0989'THE AZIMUTH ON THE LEFT).
 EL0989'
 EL0989'STATION MARKS ARE STANDARD DISKS, STAMPED PURDY 1957.  THE SURFACE
 EL0989'MARK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 EL0989'4 INCHES.  IT IS 9 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, 20 FEET
 EL0989'EAST-NORTHEAST OF A 10 INCH TRIANGLE BLAZED TREE, 34 FEET WEST OF
 EL0989'A GRADED ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 EL0989'NORTH OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 EL0989'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 EL0989'
 EL0989'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PURDY NO 1 1957, SET
 EL0989'IN A 10 INCH SQUARE, CONCRETE POST PROJECTING 3 INCHES.  IT IS 38
 EL0989'FEET EAST OF A GRADED ROAD, 1 FOOT WEST OF A RIGHT-OF-WAY FENCE,
 EL0989'AND 88 FEET EAST OF A TRIANGLE BLAZED TREE.
 EL0989'
 EL0989'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PURDY NO 2 1957, SET
 EL0989'IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 EL0989'IT IS 40 FEET WEST OF A GRADED ROAD, 55 FEET SOUTH OF A TRIANGLE
 EL0989'BLAZED TREE, AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCE.
 EL0989'
 EL0989'AZIMUTH MARK IS A STANDARD DISK, STAMPED PURDY 1957, SET IN THE
 EL0989'TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EL0989'38 FEET NORTH OF A GRADED ROAD, 66 FEET NORTHEAST OF AN
 EL0989'INTERSECTING OIL FIELD ROAD, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.
 EL0989'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET EAST OF THE
 EL0989'MARK.
 EL0989'
 EL0989'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EL0989
 EL0989                          STATION RECOVERY (1981)
 EL0989
 EL0989'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 EL0989'FOUND STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 IN
 EL0989'GOOD CONDITION AS DESCRIBED.
 EL0989'
 EL0989'UNABLE TO RECOVER REFERENCE MARK NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0564 ***********************************************************************
 FK0564  DESIGNATION -  PUTMAN
 FK0564  PID         -  FK0564
 FK0564  STATE/COUNTY-  OK/DEWEY
 FK0564  COUNTRY     -  US
 FK0564  USGS QUAD   -  PUTNAM (2018)
 FK0564
 FK0564                         *CURRENT SURVEY CONTROL
 FK0564  ______________________________________________________________________
 FK0564* NAD 83(1993) POSITION- 35 51 55.21791(N) 098 59 07.26056(W)   ADJUSTED
 FK0564* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 FK0564  ______________________________________________________________________
 FK0564  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 FK0564  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 FK0564  HORZ ORDER      -  FIRST
 FK0564
 FK0564.The horizontal coordinates were established by classical geodetic methods
 FK0564.and adjusted by the National Geodetic Survey in November 1994.
 FK0564
 FK0564.The orthometric height was scaled from a topographic map.
 FK0564
 FK0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0564.GEOID18 height accuracy estimate available here.
 FK0564
 FK0564.Click photographs - Photos may exist for this station.
 FK0564
 FK0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0564
 FK0564. The following values were computed from the NAD 83(1993) position.
 FK0564
 FK0564;                    North         East     Units Scale Factor Converg.
 FK0564;SPC OK N     -    96,463.085   511,011.558   MT  0.99995923   -0 34 53.4
 FK0564;SPC OK N     -   316,479.30  1,676,543.75   sFT  0.99995923   -0 34 53.4
 FK0564;UTM  14      - 3,969,012.770   501,322.597   MT  0.99960002   +0 00 30.9
 FK0564
 FK0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0564!SPC OK N     -   0.99990811  x   0.99995923  =   0.99986734
 FK0564!UTM  14      -   0.99990811  x   0.99960002  =   0.99950816
 FK0564
 FK0564:                Primary Azimuth Mark                     Grid Az
 FK0564:SPC OK N     -  PUTNAM AZ MK                             035 08 56.6
 FK0564:UTM  14      -  PUTNAM AZ MK                             034 33 32.3
 FK0564
 FK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0132269012(NAD 83)
 FK0564
 FK0564|---------------------------------------------------------------------|
 FK0564| PID    Reference Object                     Distance      Geod. Az  |
 FK0564|                                                           dddmmss.s |
 FK0564| CL3796 PUTNAM AZ MK                                       0343403.2 |
 FK0564| FK0566 PUTNAM CHRISTIAN CHURCH SPIRE       APPROX. 1.9 KM 1200936.4 |
 FK0564| FK0565 PUTNAM METHODIST CHURCH SPIRE       APPROX. 1.8 KM 1215454.8 |
 FK0564| CL3797 PUTNAM RM 1                         130.790 METERS 26234     |
 FK0564| CL3798 PUTNAM RM 2                         137.770 METERS 29008     |
 FK0564|---------------------------------------------------------------------|
 FK0564
 FK0564                          SUPERSEDED SURVEY CONTROL
 FK0564
 FK0564  NAD 83(1986)-  35 51 55.21952(N)    098 59 07.24530(W) AD(       ) 1
 FK0564  NAD 27      -  35 51 55.05942(N)    098 59 05.90220(W) AD(       ) 1
 FK0564
 FK0564.Superseded values are not recommended for survey control.
 FK0564
 FK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0564.See file dsdata.pdf to determine how the superseded data were derived.
 FK0564
 FK0564_MARKER: DS = TRIANGULATION STATION DISK
 FK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0564_STAMPING: PUTNAM 1934
 FK0564_MARK LOGO: CGS
 FK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0564+STABILITY: SURFACE MOTION
 FK0564
 FK0564  HISTORY     - Date     Condition        Report By
 FK0564  HISTORY     - 1934     MONUMENTED       CGS
 FK0564  HISTORY     - 1959     MARK NOT FOUND   USGS
 FK0564
 FK0564                          STATION DESCRIPTION
 FK0564
 FK0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0564'STATION IS LOCATED IN A FIELD, 150 YARDS EAST OF SECTION-LINE
 FK0564'FENCE AND 350 YARDS SOUTH OF EAST-AND-WEST HALF SECTION-LINE
 FK0564'FENCE, IN THE NORTHWEST QUARTER OF SEC. 14, T16N,
 FK0564'R17W, 1.0 MILE NORTHWEST OF TOWN OF PUTNAM.
 FK0564'
 FK0564'REACHED FROM THE TOWN OF PUTNAM BY GOING WEST 1.0 MILE ON
 FK0564'MAIN EAST-WEST ROAD, TURN RIGHT (NORTH) AT CROSSROADS AND
 FK0564'GO 0.6 MILE TO A POINT DUE WEST OF STATION, CONTINUE NORTH 0.4
 FK0564'MILE TO GATE IN NORTHWEST CORNER OF FIELD, ENTER GATE AND
 FK0564'GO ACROSS FIELD 0.5 MILE IN SOUTHEAST DIRECTION TO TOP OF
 FK0564'KNOLL AND STATION.  MARK SET AS DESCRIBED.
 FK0564'
 FK0564'AZIMUTH MARK IS 0.5 MILE NORTHEAST OF STATION IN EAST-AND-WEST
 FK0564'FENCE LINE AND 20 FEET SOUTH OF CENTERLINE OF EAST-AND-WEST
 FK0564'ROAD.
 FK0564'
 FK0564'REFERENCE MARK NO. 1 IS 429.1 FEET WEST-SOUTHWEST OF STATION
 FK0564'IN NORTH-AND-SOUTH FENCE LINE AND 25 FEET EAST OF CENTERLINE
 FK0564'OF NORTH-AND-SOUTH ROAD.
 FK0564'
 FK0564'REFERENCE MARK NO. 2 IS 452.0 FEET WEST-SOUTHWEST OF STATION IN
 FK0564'NORTH-AND-SOUTH FENCE LINE AND 25 FEET EAST OF CENTERLINE
 FK0564'OF NORTH-AND-SOUTH ROAD.
 FK0564'
 FK0564'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0564
 FK0564                          STATION RECOVERY (1959)
 FK0564
 FK0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FK0564'STATION AND REFERENCE MARK 1 NOT FOUND.  REFERENCE MARK 2
 FK0564'AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 FK0564'
 FK0564'REFERENCE MARK 2 IS 1041 FEET NORTH AND 24 FEET EAST OF ROAD
 FK0564'AT EAST-WEST FENCE, 2 FEET EAST OF FENCE, IN CONCRETE POST,
 FK0564'A U.S.C. AND G.S. DISC STAMPED PUTNAM NO 2 1934.
 FK0564'
 FK0564'THE AZIMUTH MARK IS 24 FEET SOUTH AND 1467 FEET EAST OF T-ROAD
 FK0564'EAST, 3 FEET EAST OF TELEPHONE POLE IN CONCRETE POST, A
 FK0564'U.S.C. AND G.S. DISC STAMPED PUTNAM AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8110 ***********************************************************************
 AJ8110  PACS        -  This is a Primary Airport Control Station.
 AJ8110  DESIGNATION -  PWA A
 AJ8110  PID         -  AJ8110
 AJ8110  STATE/COUNTY-  OK/OKLAHOMA
 AJ8110  COUNTRY     -  US
 AJ8110  USGS QUAD   -  BETHANY (2018)
 AJ8110
 AJ8110                         *CURRENT SURVEY CONTROL
 AJ8110  ______________________________________________________________________
 AJ8110* NAD 83(2011) POSITION- 35 31 59.35870(N) 097 38 49.03081(W)   ADJUSTED
 AJ8110* NAD 83(2011) ELLIP HT-   362.285 (meters)        (06/27/12)   ADJUSTED
 AJ8110* NAD 83(2011) EPOCH   -  2010.00
 AJ8110* NAVD 88 ORTHO HEIGHT -   389.28  (meters)     1277.2   (feet) GPS OBS
 AJ8110  ______________________________________________________________________
 AJ8110  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8110  GEOID HEIGHT    -        -26.926 (meters)                     GEOID99
 AJ8110  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 AJ8110  NAD 83(2011) X  -   -691,500.326 (meters)                     COMP
 AJ8110  NAD 83(2011) Y  - -5,150,355.007 (meters)                     COMP
 AJ8110  NAD 83(2011) Z  -  3,686,372.693 (meters)                     COMP
 AJ8110  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 AJ8110
 AJ8110  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8110  Standards:
 AJ8110         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8110            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8110  -------------------------------------------------------------------
 AJ8110  NETWORK    1.04   2.47           0.46   0.38   1.26      0.04162910
 AJ8110  -------------------------------------------------------------------
 AJ8110  Click here for local accuracies and other accuracy information.
 AJ8110
 AJ8110.This mark is at Wiley Post Airport (PWA)
 AJ8110
 AJ8110.The horizontal coordinates were established by GPS observations
 AJ8110.and adjusted by the National Geodetic Survey in June 2012.
 AJ8110
 AJ8110.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8110.been affixed to the stable North American tectonic plate. See 
 AJ8110.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8110
 AJ8110.The horizontal coordinates are valid at the epoch date displayed above
 AJ8110.which is a decimal equivalence of Year/Month/Day.
 AJ8110
 AJ8110.The orthometric height was determined by GPS observations and a
 AJ8110.high-resolution geoid model.
 AJ8110
 AJ8110.GPS derived orthometric heights for airport stations designated as
 AJ8110.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8110.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8110.not indicate centimeter accuracy relative to other marks which are
 AJ8110.part of the published vertical control network.
 AJ8110
 AJ8110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8110.GEOID18 height accuracy estimate available here.
 AJ8110
 AJ8110.Click photographs - Photos may exist for this station.
 AJ8110
 AJ8110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8110
 AJ8110.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8110
 AJ8110.The ellipsoidal height was determined by GPS observations
 AJ8110.and is referenced to NAD 83.
 AJ8110
 AJ8110. The following values were computed from the NAD 83(2011) position.
 AJ8110
 AJ8110;                    North         East     Units Scale Factor Converg.
 AJ8110;SPC OK N     -    59,213.601   632,018.701   MT  1.00000625   +0 12 30.1
 AJ8110;SPC OK N     -   194,269.96  2,073,548.02   sFT  1.00000625   +0 12 30.1
 AJ8110;UTM  14      - 3,933,012.408   622,665.313   MT  0.99978542   +0 47 11.2
 AJ8110
 AJ8110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8110!SPC OK N     -   0.99994314  x   1.00000625  =   0.99994939
 AJ8110!UTM  14      -   0.99994314  x   0.99978542  =   0.99972857
 AJ8110
 AJ8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2266533012(NAD 83)
 AJ8110
 AJ8110                          SUPERSEDED SURVEY CONTROL
 AJ8110
 AJ8110  NAD 83(2007)-  35 31 59.35861(N)    097 38 49.03135(W) AD(2002.00) 0
 AJ8110  ELLIP H (02/10/07)  362.298  (m)                       GP(2002.00)    
 AJ8110  NAD 83(1993)-  35 31 59.35837(N)    097 38 49.03146(W) AD(       ) B
 AJ8110  ELLIP H (03/07/02)  362.303  (m)                       GP(       ) 4 2
 AJ8110
 AJ8110.Superseded values are not recommended for survey control.
 AJ8110
 AJ8110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8110.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8110
 AJ8110_MARKER: I = METAL ROD
 AJ8110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8110_STAMPING: PWA A 2001
 AJ8110_MARK LOGO: NGS
 AJ8110_PROJECTION: FLUSH
 AJ8110_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8110+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 AJ8110_ROD/PIPE-DEPTH: 10.4 meters
 AJ8110_SLEEVE-DEPTH  : 0.9 meters
 AJ8110
 AJ8110  HISTORY     - Date     Condition        Report By
 AJ8110  HISTORY     - 20010516 MONUMENTED       MSAM
 AJ8110  HISTORY     - 20020319 MARK NOT FOUND   USPSQD
 AJ8110  HISTORY     - 20080402 GOOD             GEOMET
 AJ8110
 AJ8110                          STATION DESCRIPTION
 AJ8110
 AJ8110'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8110'THE STATION IS LOCATED MIDFIELD AT THE WILEY POST AIRPORT, IN THE
 AJ8110'NORTHWEST QUADRANT OF OKLAHOMA CITY, OKLAHOMA, NORTHWEST OF THE
 AJ8110'TERMINAL AREA IN THE GRASS AREA NORTHEAST OF THE VOR BUILDING.  THIS
 AJ8110'IS A CONTROLLED AIRPORT, ESCORT IS REQUIRED.  PERMISSION TO USE THIS
 AJ8110'STATION MUST BE GRANTED BY THE AIRPORT MANAGER, MARK KRANENBURG, PHONE
 AJ8110'405-789-4061.  OWNERSHIP--CITY OF OKLAHOMA CITY, CITY HALL, 200 NORTH
 AJ8110'WALKER, OKLAHOMA CITY, OKLAHOMA 73102.
 AJ8110'
 AJ8110'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 AJ8110'EXIT 123B AND OK 66 (NORTHWEST 39TH EXPRESSWAY), GO WEST FOR 5.6 KM
 AJ8110'(3.5 MI) ON NORTHWEST 39TH TO AN INTERSECTION.  TURN RIGHT, NORTH, ON
 AJ8110'NORTH ROCKWELL AVENUE FOR 1.6 KM (1.0 MI) TO THE MAIN ENTRANCE
 AJ8110'(PHILLIP J. RHOADS AVENUE) TO THE AIRPORT ON THE LEFT.  CONTINUE NORTH
 AJ8110'ON NORTH ROCKWELL AVENUE FOR 0.7 KM (0.4 MI) TO A ROAD ON THE LEFT.
 AJ8110'TURN LEFT, WEST, ON MILLIONAIRE DRIVE FOR 0.5 KM (0.3 MI) TO A GATE
 AJ8110'ON THE RIGHT.  GO THROUGH THE GATE, NORTH, FOR 61 M (200.1 FT) TO A
 AJ8110'RAMP.  TURN LEFT, WEST, FOR 0.1 KM (0.1 MI) TO TAXIWAY B.  TURN LEFT,
 AJ8110'SOUTH, ON TAXIWAY B FOR 0.3 KM (0.2 MI) TO TAXIWAY A5.  TURN RIGHT,
 AJ8110'WEST, ON TAXIWAY A5 FOR 0.2 KM (0.1 MI) PASS TAXIWAY A TO RUNWAY
 AJ8110'17L-35R.  TURN LEFT, SOUTH, ON RUNWAY 17L-35R FOR 0.2 KM (0.1 MI) TO
 AJ8110'THE VOR (DIRT) ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE VOR ROAD
 AJ8110'FOR 0.1 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 AJ8110'
 AJ8110'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8110'TO REFUSAL AT A DEPTH OF 10.5 M (34.4 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8110'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8110'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8110'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 30.7
 AJ8110'M (100.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 AJ8110'ELECTRICAL TRANSFORMER PAD, 27.1 M (88.9 FT) NORTHEAST OF THE
 AJ8110'NORTHEAST CORNER OF THE VOR BUILDING, 14.0 M (45.9 FT) NORTH AND
 AJ8110'PERPENDICULAR TO THE NORTH EDGE OF THE ASPHALT ACCESS ROAD TO THE VOR
 AJ8110'AIRPORT EQUIPMENT.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AJ8110'CONTROL STATION.
 AJ8110
 AJ8110                          STATION RECOVERY (2002)
 AJ8110
 AJ8110'RECOVERY NOTE BY US POWER SQUADRON 2002 (AJC)
 AJ8110'MARK NOT FOUND.
 AJ8110
 AJ8110                          STATION RECOVERY (2008)
 AJ8110
 AJ8110'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 AJ8110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8111 ***********************************************************************
 AJ8111  SACS        -  This is a Secondary Airport Control Station.
 AJ8111  DESIGNATION -  PWA B
 AJ8111  PID         -  AJ8111
 AJ8111  STATE/COUNTY-  OK/OKLAHOMA
 AJ8111  COUNTRY     -  US
 AJ8111  USGS QUAD   -  BETHANY (2018)
 AJ8111
 AJ8111                         *CURRENT SURVEY CONTROL
 AJ8111  ______________________________________________________________________
 AJ8111* NAD 83(2011) POSITION- 35 32 39.60217(N) 097 38 46.82542(W)   ADJUSTED
 AJ8111* NAD 83(2011) ELLIP HT-   365.051 (meters)        (06/27/12)   ADJUSTED
 AJ8111* NAD 83(2011) EPOCH   -  2010.00
 AJ8111* NAVD 88 ORTHO HEIGHT -   392.06  (meters)     1286.3   (feet) GPS OBS
 AJ8111  ______________________________________________________________________
 AJ8111  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8111  GEOID HEIGHT    -        -26.940 (meters)                     GEOID99
 AJ8111  GEOID HEIGHT    -        -27.022 (meters)                     GEOID18
 AJ8111  NAD 83(2011) X  -   -691,349.628 (meters)                     COMP
 AJ8111  NAD 83(2011) Y  - -5,149,650.079 (meters)                     COMP
 AJ8111  NAD 83(2011) Z  -  3,687,383.607 (meters)                     COMP
 AJ8111  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 AJ8111
 AJ8111  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8111  Standards:
 AJ8111         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8111            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8111  -------------------------------------------------------------------
 AJ8111  NETWORK    1.38   2.57           0.62   0.49   1.31     -0.01952251
 AJ8111  -------------------------------------------------------------------
 AJ8111  Click here for local accuracies and other accuracy information.
 AJ8111
 AJ8111.This mark is at Wiley Post Airport (PWA)
 AJ8111
 AJ8111.The horizontal coordinates were established by GPS observations
 AJ8111.and adjusted by the National Geodetic Survey in June 2012.
 AJ8111
 AJ8111.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8111.been affixed to the stable North American tectonic plate. See 
 AJ8111.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8111
 AJ8111.The horizontal coordinates are valid at the epoch date displayed above
 AJ8111.which is a decimal equivalence of Year/Month/Day.
 AJ8111
 AJ8111.The orthometric height was determined by GPS observations and a
 AJ8111.high-resolution geoid model.
 AJ8111
 AJ8111.GPS derived orthometric heights for airport stations designated as
 AJ8111.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8111.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8111.not indicate centimeter accuracy relative to other marks which are
 AJ8111.part of the published vertical control network.
 AJ8111
 AJ8111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8111.GEOID18 height accuracy estimate available here.
 AJ8111
 AJ8111.Click photographs - Photos may exist for this station.
 AJ8111
 AJ8111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8111
 AJ8111.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8111
 AJ8111.The ellipsoidal height was determined by GPS observations
 AJ8111.and is referenced to NAD 83.
 AJ8111
 AJ8111. The following values were computed from the NAD 83(2011) position.
 AJ8111
 AJ8111;                    North         East     Units Scale Factor Converg.
 AJ8111;SPC OK N     -    60,454.088   632,069.742   MT  1.00000413   +0 12 31.4
 AJ8111;SPC OK N     -   198,339.79  2,073,715.48   sFT  1.00000413   +0 12 31.4
 AJ8111;UTM  14      - 3,934,253.074   622,703.824   MT  0.99978554   +0 47 13.3
 AJ8111
 AJ8111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8111!SPC OK N     -   0.99994271  x   1.00000413  =   0.99994684
 AJ8111!UTM  14      -   0.99994271  x   0.99978554  =   0.99972826
 AJ8111
 AJ8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2270334253(NAD 83)
 AJ8111
 AJ8111                          SUPERSEDED SURVEY CONTROL
 AJ8111
 AJ8111  NAD 83(2007)-  35 32 39.60209(N)    097 38 46.82596(W) AD(2002.00) 0
 AJ8111  ELLIP H (02/10/07)  365.065  (m)                       GP(2002.00)    
 AJ8111  NAD 83(1993)-  35 32 39.60184(N)    097 38 46.82606(W) AD(       ) 1
 AJ8111  ELLIP H (03/07/02)  365.069  (m)                       GP(       ) 4 2
 AJ8111
 AJ8111.Superseded values are not recommended for survey control.
 AJ8111
 AJ8111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8111.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8111
 AJ8111_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8111_STAMPING: PWA B 2001
 AJ8111_MARK LOGO: NGS
 AJ8111_PROJECTION: FLUSH
 AJ8111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8111+STABILITY: SURFACE MOTION
 AJ8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8111+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 AJ8111
 AJ8111  HISTORY     - Date     Condition        Report By
 AJ8111  HISTORY     - 20010516 MONUMENTED       MSAM
 AJ8111  HISTORY     - 20020319 MARK NOT FOUND   USPSQD
 AJ8111  HISTORY     - 20080402 GOOD             GEOMET
 AJ8111
 AJ8111                          STATION DESCRIPTION
 AJ8111
 AJ8111'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8111'THE STATION IS LOCATED IN THE NORTHERN SECTOR OF THE WILEY POST
 AJ8111'AIRPORT, IN THE NORTHWEST QUADRANT OF OKLAHOMA CITY, OKLAHOMA.  IT IS
 AJ8111'NORTHWEST OF THE TERMINAL AREA IN THE GRASS AREA WEST OF THE NORTHWEST
 AJ8111'CORNER OF RUNWAY 17L-35R.  THIS IS A A CONTROLLED AIRPORT, ESCORT IS
 AJ8111'REQUIRED.  PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE
 AJ8111'AIRPORT MANAGER, MARK KRANENBURG, PHONE 405-789-4061.  OWNERSHIP--CITY
 AJ8111'OF OKLAHOMA CITY, CITY HALL, 200 NORTH WALKER, OKLAHOMA CITY, OKLAHOMA
 AJ8111'73102.
 AJ8111'
 AJ8111'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 AJ8111'EXIT 123B AND STATE ROUTE 66 (NORTHWEST 39TH EXPRESSWAY), GO WEST, FOR
 AJ8111'5.6 KM (3.45 MI) ON NORTHWEST 39TH TO AN INTERSECTION.  TURN RIGHT
 AJ8111'(NORTH) ON NORTH ROCKWELL AVENUE FOR 1.6 KM (1.0 MI) TO THE MAIN
 AJ8111'ENTRANCE (PHILLIP J. RHOADS AVENUE) TO THE AIRPORT ON THE LEFT.
 AJ8111'CONTINUE NORTH ON NORTH ROCKWELL AVENUE FOR 0.7 KM (0.45 MI) TO A ROAD
 AJ8111'ON THE LEFT. TURN LEFT (WEST) ON MILLIONAIRE DRIVE FOR 0.5 KM (0.3 MI)
 AJ8111'TO A GATE ON THE RIGHT.  GO THROUGH THE GATE, NORTH, FOR 61 M (200 FT)
 AJ8111'TO A RAMP.  TURN LEFT (WEST) FOR 0.1 KM (0.05 MI) TO TAXIWAY B.  TURN
 AJ8111'RIGHT (NORTH) ON TAXIWAY B FOR 0.4 KM (0.25 MI) TO TAXIWAY A8.  TURN
 AJ8111'LEFT (WEST) 0.05 KM (0.03 MI) TO TAXIWAY A.  TURN RIGHT (NORTH) ON
 AJ8111'TAXIWAY A FOR 0.3 KM (0.2 MI) TO TAXIWAY A9.  TURN LEFT (WEST) ON
 AJ8111'TAXIWAY A9 FOR 0.25 KM (0.15 MI) PASS RUNWAY 17L-35R AND THE STATION
 AJ8111'ON THE RIGHT.
 AJ8111'
 AJ8111'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8111'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 53.2 M (174.5 FT)
 AJ8111'WEST OF THE NORTHWEST CORNER OF RUNWAY 17L-35R, 50.2 M (164.7 FT)
 AJ8111'WEST OF THE NORTHWEST CORNER OF A THRESHOLD LIGHT, 50.2 M (164.7 FT)
 AJ8111'FROM THE NORTHWEST CORNER OF A RUNWAY APPROACH LIGHT.  THIS STATION IS
 AJ8111'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8111
 AJ8111                          STATION RECOVERY (2002)
 AJ8111
 AJ8111'RECOVERY NOTE BY US POWER SQUADRON 2002 (AJC)
 AJ8111'MARK NOT FOUND.
 AJ8111
 AJ8111                          STATION RECOVERY (2008)
 AJ8111
 AJ8111'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 AJ8111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8112 ***********************************************************************
 AJ8112  SACS        -  This is a Secondary Airport Control Station.
 AJ8112  DESIGNATION -  PWA C
 AJ8112  PID         -  AJ8112
 AJ8112  STATE/COUNTY-  OK/OKLAHOMA
 AJ8112  COUNTRY     -  US
 AJ8112  USGS QUAD   -  BETHANY (2018)
 AJ8112
 AJ8112                         *CURRENT SURVEY CONTROL
 AJ8112  ______________________________________________________________________
 AJ8112* NAD 83(2011) POSITION- 35 31 31.91647(N) 097 38 46.98793(W)   ADJUSTED
 AJ8112* NAD 83(2011) ELLIP HT-   367.566 (meters)        (06/27/12)   ADJUSTED
 AJ8112* NAD 83(2011) EPOCH   -  2010.00
 AJ8112* NAVD 88 ORTHO HEIGHT -   394.56  (meters)     1294.5   (feet) GPS OBS
 AJ8112  ______________________________________________________________________
 AJ8112  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8112  GEOID HEIGHT    -        -26.918 (meters)                     GEOID99
 AJ8112  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 AJ8112  NAD 83(2011) X  -   -691,515.288 (meters)                     COMP
 AJ8112  NAD 83(2011) Y  - -5,150,853.259 (meters)                     COMP
 AJ8112  NAD 83(2011) Z  -  3,685,687.430 (meters)                     COMP
 AJ8112  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 AJ8112
 AJ8112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8112  Standards:
 AJ8112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8112  -------------------------------------------------------------------
 AJ8112  NETWORK    1.34   2.57           0.60   0.48   1.31      0.04084846
 AJ8112  -------------------------------------------------------------------
 AJ8112  Click here for local accuracies and other accuracy information.
 AJ8112
 AJ8112.This mark is at Wiley Post Airport (PWA)
 AJ8112
 AJ8112.The horizontal coordinates were established by GPS observations
 AJ8112.and adjusted by the National Geodetic Survey in June 2012.
 AJ8112
 AJ8112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8112.been affixed to the stable North American tectonic plate. See 
 AJ8112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8112
 AJ8112.The horizontal coordinates are valid at the epoch date displayed above
 AJ8112.which is a decimal equivalence of Year/Month/Day.
 AJ8112
 AJ8112.The orthometric height was determined by GPS observations and a
 AJ8112.high-resolution geoid model.
 AJ8112
 AJ8112.GPS derived orthometric heights for airport stations designated as
 AJ8112.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8112.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8112.not indicate centimeter accuracy relative to other marks which are
 AJ8112.part of the published vertical control network.
 AJ8112
 AJ8112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8112.GEOID18 height accuracy estimate available here.
 AJ8112
 AJ8112.Click photographs - Photos may exist for this station.
 AJ8112
 AJ8112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8112
 AJ8112.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8112
 AJ8112.The ellipsoidal height was determined by GPS observations
 AJ8112.and is referenced to NAD 83.
 AJ8112
 AJ8112. The following values were computed from the NAD 83(2011) position.
 AJ8112
 AJ8112;                    North         East     Units Scale Factor Converg.
 AJ8112;SPC OK N     -    58,368.031   632,073.246   MT  1.00000772   +0 12 31.3
 AJ8112;SPC OK N     -   191,495.78  2,073,726.97   sFT  1.00000772   +0 12 31.3
 AJ8112;UTM  14      - 3,932,167.618   622,728.372   MT  0.99978561   +0 47 11.9
 AJ8112
 AJ8112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8112!SPC OK N     -   0.99994231  x   1.00000772  =   0.99995003
 AJ8112!UTM  14      -   0.99994231  x   0.99978561  =   0.99972793
 AJ8112
 AJ8112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2272832167(NAD 83)
 AJ8112
 AJ8112                          SUPERSEDED SURVEY CONTROL
 AJ8112
 AJ8112  NAD 83(2007)-  35 31 31.91638(N)    097 38 46.98847(W) AD(2002.00) 0
 AJ8112  ELLIP H (02/10/07)  367.579  (m)                       GP(2002.00)    
 AJ8112  NAD 83(1993)-  35 31 31.91613(N)    097 38 46.98858(W) AD(       ) 1
 AJ8112  ELLIP H (03/07/02)  367.584  (m)                       GP(       ) 4 2
 AJ8112
 AJ8112.Superseded values are not recommended for survey control.
 AJ8112
 AJ8112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8112.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8112
 AJ8112_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8112_STAMPING: PWA C 2001
 AJ8112_MARK LOGO: NGS
 AJ8112_PROJECTION: FLUSH
 AJ8112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8112+STABILITY: SURFACE MOTION
 AJ8112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8112+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 AJ8112
 AJ8112  HISTORY     - Date     Condition        Report By
 AJ8112  HISTORY     - 20010516 MONUMENTED       MSAM
 AJ8112  HISTORY     - 20020319 MARK NOT FOUND   USPSQD
 AJ8112  HISTORY     - 20080402 GOOD             GEOMET
 AJ8112
 AJ8112                          STATION DESCRIPTION
 AJ8112
 AJ8112'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8112'THE STATION IS LOCATED IN THE SOUTHERN SECTOR OF THE WILEY POST
 AJ8112'AIRPORT IN THE NORTHWEST QUADRANT OF OKLAHOMA CITY, OKLAHOMA.  IT IS
 AJ8112'SOUTHEAST OF THE TERMINAL AREA IN THE GRASS AREA WEST OF THE SOUTHWEST
 AJ8112'CORNER OF RUNWAY 17L-35R.  THIS IS A CONTROLLED AIRPORT, ESCORT IS
 AJ8112'REQUIRED.  PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE
 AJ8112'AIRPORT MANAGER, MARK KRANENBURG, PHONE 405-789-4061.  OWNERSHIP--CITY
 AJ8112'OF OKLAHOMA CITY, CITY HALL, 200 NORTH WALKER, OKLAHOMA CITY, OKLAHOMA
 AJ8112'73102.
 AJ8112'
 AJ8112'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 44
 AJ8112'EXIT 123B AND STATE ROUTE 66 (NORTHWEST 39TH EXPRESSWAY), GO WEST, FOR
 AJ8112'5.6 KM (3.45 MI) ON NORTHWEST 39TH TO AN INTERSECTION.  TURN RIGHT
 AJ8112'(NORTH) ON NORTH ROCKWELL AVENUE FOR 1.6 KM (1.0 MI) TO THE MAIN
 AJ8112'ENTRANCE (PHILLIP J. RHOADS AVENUE) TO THE AIRPORT ON THE LEFT.
 AJ8112'CONTINUE NORTH ON NORTH ROCKWELL AVENUE FOR 0.7 KM (0.45 MI) TO A ROAD
 AJ8112'ON THE LEFT. TURN LEFT (WEST) ON MILLIONAIRE DRIVE FOR 0.5 KM (0.3 MI)
 AJ8112'TO A GATE ON THE RIGHT.  GO THROUGH THE GATE, NORTH, FOR 61 M (200 FT)
 AJ8112'TO A RAMP.  TURN LEFT (WEST) FOR 0.1 KM (0.05 MI) TO TAXIWAY B.  TURN
 AJ8112'LEFT (SOUTH) ON TAXIWAY B FOR 0.3 KM (0.2 MI) TO TAXIWAY A5.  TURN
 AJ8112'RIGHT (WEST) ON TAXIWAY A5 FOR 0.05 KM (0.03 MI) TO TAXIWAY A.  TURN
 AJ8112'LEFT (SOUTH) ON TAXIWAY A FOR 1.1 KM (0.7 MI) TO TAXIWAY A1.  TURN
 AJ8112'RIGHT (WEST) ON TAXIWAY A1 FOR 0.2 KM (0.15 MI) PASS RUNWAY 35R-17L.
 AJ8112'TURN RIGHT (NORTH) FOR 0.15 KM ( 0.1 MI) TO THE RUNWAY TOUCHDOWN
 AJ8112'LIGHTS ON THE RIGHT AND THE STATION ON THE LEFT.
 AJ8112'
 AJ8112'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8112'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 57.5 M (188.6 FT)
 AJ8112'WEST AND PERPENDICULAR FROM THE WESTERN EDGE OF RUNWAY 17L-35R, 69.3 M
 AJ8112'(227.4 FT) NORTHWEST FROM THE FIRST RUNWAY LIGHT SOUTH OF THE
 AJ8112'TOUCHDOWN RUNWAY LIGHTS ON THE WEST SIDE OF RUNWAY 17L-35R, 45.4 M
 AJ8112'(149.0 FT) WEST FROM THE WESTERN MOST TOUCHDOWN LIGHT AND IN LINE WITH
 AJ8112'THE TOUCH DOWN LIGHTS ON THE WEST SIDE OF RUNWAY 17L-35R.  THIS
 AJ8112'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8112
 AJ8112                          STATION RECOVERY (2002)
 AJ8112
 AJ8112'RECOVERY NOTE BY US POWER SQUADRON 2002 (AJC)
 AJ8112'MARK NOT FOUND.
 AJ8112
 AJ8112                          STATION RECOVERY (2008)
 AJ8112
 AJ8112'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (KRO)
 AJ8112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0496 ***********************************************************************
 EK0496  DESIGNATION -  Q 100
 EK0496  PID         -  EK0496
 EK0496  STATE/COUNTY-  OK/PUSHMATAHA
 EK0496  COUNTRY     -  US
 EK0496  USGS QUAD   -  RATTAN (2019)
 EK0496
 EK0496                         *CURRENT SURVEY CONTROL
 EK0496  ______________________________________________________________________
 EK0496* NAD 83(1986) POSITION- 34 12 01.     (N) 095 24 22.     (W)   SCALED
 EK0496* NAVD 88 ORTHO HEIGHT -   150.401 (meters)      493.44  (feet) ADJUSTED
 EK0496  ______________________________________________________________________
 EK0496  GEOID HEIGHT    -        -30.282 (meters)                     GEOID18
 EK0496  DYNAMIC HEIGHT  -        150.237 (meters)      492.90  (feet) COMP
 EK0496  MODELED GRAVITY -    979,541.2   (mgal)                       NAVD 88
 EK0496
 EK0496  VERT ORDER      -  SECOND    CLASS 0
 EK0496
 EK0496.The horizontal coordinates were scaled from a map and have
 EK0496.an estimated accuracy of +/- 6 seconds.
 EK0496
 EK0496.The orthometric height was determined by differential leveling and
 EK0496.adjusted by the NATIONAL GEODETIC SURVEY
 EK0496.in June 1991.
 EK0496
 EK0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0496.GEOID18 height accuracy estimate available here.
 EK0496
 EK0496.Click photographs - Photos may exist for this station.
 EK0496
 EK0496.The dynamic height is computed by dividing the NAVD 88
 EK0496.geopotential number by the normal gravity value computed on the
 EK0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0496.degrees latitude (g = 980.6199 gals.).
 EK0496
 EK0496.The modeled gravity was interpolated from observed gravity values.
 EK0496
 EK0496;                    North         East    Units  Estimated Accuracy
 EK0496;SPC OK S     -    99,240.      839,040.      MT  (+/- 180 meters Scaled)
 EK0496
 EK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT782869(NAD 83)
 EK0496
 EK0496                          SUPERSEDED SURVEY CONTROL
 EK0496
 EK0496  NGVD 29 (??/??/92)  150.324  (m)          493.19   (f) ADJ UNCH    2 0
 EK0496
 EK0496.Superseded values are not recommended for survey control.
 EK0496
 EK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0496.See file dsdata.pdf to determine how the superseded data were derived.
 EK0496
 EK0496_MARKER: DB = BENCH MARK DISK
 EK0496_SETTING: 66 = SET IN ROCK OUTCROP
 EK0496_STAMPING: Q 100 1960
 EK0496_MARK LOGO: CGS
 EK0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0496+STABILITY: POSITION/ELEVATION WELL
 EK0496
 EK0496  HISTORY     - Date     Condition        Report By
 EK0496  HISTORY     - 1960     MONUMENTED       CGS
 EK0496  HISTORY     - 1969     GOOD             DOD
 EK0496
 EK0496                          STATION DESCRIPTION
 EK0496
 EK0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0496'0.4 MI E FROM RATTAN.
 EK0496'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0496'OFFICE AT RATTAN, 0.1 MILE WEST OF JUNCTION OF A GRAVELED ROAD
 EK0496'LEADING NORTHEAST TO CLOUDY, IN SECTION 15, R 18 E, T 4 S, SET
 EK0496'IN THE TOP OF A SANDSTONE ROCK OUTCROP WHICH PROJECTS 4 INCHES,
 EK0496'30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET WEST
 EK0496'OF A POWER POLE BEARING A TRANSFORMER, AND ABOUT 1 FOOT ABOVE
 EK0496'THE HIGHWAY.
 EK0496
 EK0496                          STATION RECOVERY (1969)
 EK0496
 EK0496'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0487 ***********************************************************************
 FK0487  DESIGNATION -  Q 103
 FK0487  PID         -  FK0487
 FK0487  STATE/COUNTY-  OK/ROGER MILLS
 FK0487  COUNTRY     -  US
 FK0487  USGS QUAD   -  REYDON (2018)
 FK0487
 FK0487                         *CURRENT SURVEY CONTROL
 FK0487  ______________________________________________________________________
 FK0487* NAD 83(1986) POSITION- 35 39 35.     (N) 099 53 22.     (W)   SCALED
 FK0487* NAVD 88 ORTHO HEIGHT -   676.875 (meters)     2220.71  (feet) ADJUSTED
 FK0487  ______________________________________________________________________
 FK0487  GEOID HEIGHT    -        -27.932 (meters)                     GEOID18
 FK0487  DYNAMIC HEIGHT  -        676.150 (meters)     2218.34  (feet) COMP
 FK0487  MODELED GRAVITY -    979,541.1   (mgal)                       NAVD 88
 FK0487
 FK0487  VERT ORDER      -  SECOND    CLASS 0
 FK0487
 FK0487.The horizontal coordinates were scaled from a map and have
 FK0487.an estimated accuracy of +/- 6 seconds.
 FK0487
 FK0487.The orthometric height was determined by differential leveling and
 FK0487.adjusted by the NATIONAL GEODETIC SURVEY
 FK0487.in June 1991.
 FK0487
 FK0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0487.GEOID18 height accuracy estimate available here.
 FK0487
 FK0487.Click photographs - Photos may exist for this station.
 FK0487
 FK0487.The dynamic height is computed by dividing the NAVD 88
 FK0487.geopotential number by the normal gravity value computed on the
 FK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0487.degrees latitude (g = 980.6199 gals.).
 FK0487
 FK0487.The modeled gravity was interpolated from observed gravity values.
 FK0487
 FK0487;                    North         East    Units  Estimated Accuracy
 FK0487;SPC OK N     -    74,860.      428,930.      MT  (+/- 180 meters Scaled)
 FK0487
 FK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME194465(NAD 83)
 FK0487
 FK0487                          SUPERSEDED SURVEY CONTROL
 FK0487
 FK0487  NGVD 29 (??/??/92)  676.562  (m)         2219.69   (f) ADJ UNCH    2 0
 FK0487
 FK0487.Superseded values are not recommended for survey control.
 FK0487
 FK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0487.See file dsdata.pdf to determine how the superseded data were derived.
 FK0487
 FK0487_MARKER: DB = BENCH MARK DISK
 FK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0487_STAMPING: Q 103 1934
 FK0487_MARK LOGO: CGS
 FK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0487+STABILITY: SURFACE MOTION
 FK0487
 FK0487  HISTORY     - Date     Condition        Report By
 FK0487  HISTORY     - 1934     MONUMENTED       CGS
 FK0487
 FK0487                          STATION DESCRIPTION
 FK0487
 FK0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0487'1.8 MI NE FROM REYDON.
 FK0487'1.8 MILES NORTHEAST P. AND SF. RR. STATION AT REYDON 0.25 MILE
 FK0487'SOUTHWEST OF MILEPOST 64, 60 FEET SOUTHEAST OF NEAREST RAIL OF
 FK0487'PANHANDLE AND SANTA FE TRACK, 30 FEET EAST OF CENTER LINE OF
 FK0487'SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0355 ***********************************************************************
 GJ0355  DESIGNATION -  Q 104
 GJ0355  PID         -  GJ0355
 GJ0355  STATE/COUNTY-  OK/ELLIS
 GJ0355  COUNTRY     -  US
 GJ0355  USGS QUAD   -  ARNETT SE (2018)
 GJ0355
 GJ0355                         *CURRENT SURVEY CONTROL
 GJ0355  ______________________________________________________________________
 GJ0355* NAD 83(1986) POSITION- 36 00 00.     (N) 099 45 26.     (W)   SCALED
 GJ0355* NAVD 88 ORTHO HEIGHT -   726.496 (meters)     2383.51  (feet) ADJUSTED
 GJ0355  ______________________________________________________________________
 GJ0355  GEOID HEIGHT    -        -28.389 (meters)                     GEOID18
 GJ0355  DYNAMIC HEIGHT  -        725.743 (meters)     2381.04  (feet) COMP
 GJ0355  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 GJ0355
 GJ0355  VERT ORDER      -  SECOND    CLASS 0
 GJ0355
 GJ0355.The horizontal coordinates were scaled from a map and have
 GJ0355.an estimated accuracy of +/- 6 seconds.
 GJ0355
 GJ0355.The orthometric height was determined by differential leveling and
 GJ0355.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0355.in June 1991.
 GJ0355
 GJ0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0355.GEOID18 height accuracy estimate available here.
 GJ0355
 GJ0355.Click photographs - Photos may exist for this station.
 GJ0355
 GJ0355.The dynamic height is computed by dividing the NAVD 88
 GJ0355.geopotential number by the normal gravity value computed on the
 GJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0355.degrees latitude (g = 980.6199 gals.).
 GJ0355
 GJ0355.The modeled gravity was interpolated from observed gravity values.
 GJ0355
 GJ0355;                    North         East    Units  Estimated Accuracy
 GJ0355;SPC OK N     -   112,390.      441,580.      MT  (+/- 180 meters Scaled)
 GJ0355
 GJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME317842(NAD 83)
 GJ0355
 GJ0355                          SUPERSEDED SURVEY CONTROL
 GJ0355
 GJ0355  NGVD 29 (??/??/92)  726.188  (m)         2382.50   (f) ADJ UNCH    2 0
 GJ0355
 GJ0355.Superseded values are not recommended for survey control.
 GJ0355
 GJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0355.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0355
 GJ0355_MARKER: DB = BENCH MARK DISK
 GJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0355_STAMPING: Q 104 1934
 GJ0355_MARK LOGO: CGS
 GJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0355+STABILITY: SURFACE MOTION
 GJ0355
 GJ0355  HISTORY     - Date     Condition        Report By
 GJ0355  HISTORY     - 1934     MONUMENTED       CGS
 GJ0355
 GJ0355                          STATION DESCRIPTION
 GJ0355
 GJ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0355'10.2 MI SW FROM ARNETT.
 GJ0355'10.2 MILES SOUTHEAST OF ELLIS CO., COURTHOUSE AT ARNETT 69 FEET
 GJ0355'EAST OF CENTER LINE OF U.S. HIGHWAY 283.  27 FEET NORTH OF
 GJ0355'CENTER LINE OF SECTION LINE ROAD TO EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0455 ***********************************************************************
 FK0455  DESIGNATION -  Q 105
 FK0455  PID         -  FK0455
 FK0455  STATE/COUNTY-  OK/BECKHAM
 FK0455  COUNTRY     -  US
 FK0455  USGS QUAD   -  SAYRE (2018)
 FK0455
 FK0455                         *CURRENT SURVEY CONTROL
 FK0455  ______________________________________________________________________
 FK0455* NAD 83(1986) POSITION- 35 20 16.     (N) 099 38 16.     (W)   SCALED
 FK0455* NAVD 88 ORTHO HEIGHT -   596.553 (meters)     1957.19  (feet) ADJUSTED
 FK0455  ______________________________________________________________________
 FK0455  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 FK0455  DYNAMIC HEIGHT  -        595.931 (meters)     1955.15  (feet) COMP
 FK0455  MODELED GRAVITY -    979,573.7   (mgal)                       NAVD 88
 FK0455
 FK0455  VERT ORDER      -  FIRST     CLASS II
 FK0455
 FK0455.The horizontal coordinates were scaled from a map and have
 FK0455.an estimated accuracy of +/- 6 seconds.
 FK0455
 FK0455.The orthometric height was determined by differential leveling and
 FK0455.adjusted by the NATIONAL GEODETIC SURVEY
 FK0455.in June 1991.
 FK0455
 FK0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0455.GEOID18 height accuracy estimate available here.
 FK0455
 FK0455.Click photographs - Photos may exist for this station.
 FK0455
 FK0455.The dynamic height is computed by dividing the NAVD 88
 FK0455.geopotential number by the normal gravity value computed on the
 FK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0455.degrees latitude (g = 980.6199 gals.).
 FK0455
 FK0455.The modeled gravity was interpolated from observed gravity values.
 FK0455
 FK0455;                    North         East    Units  Estimated Accuracy
 FK0455;SPC OK S     -   223,560.      451,110.      MT  (+/- 180 meters Scaled)
 FK0455
 FK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME420106(NAD 83)
 FK0455
 FK0455                          SUPERSEDED SURVEY CONTROL
 FK0455
 FK0455  NGVD 29 (??/??/92)  596.299  (m)         1956.36   (f) ADJ UNCH    1 2
 FK0455
 FK0455.Superseded values are not recommended for survey control.
 FK0455
 FK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0455.See file dsdata.pdf to determine how the superseded data were derived.
 FK0455
 FK0455_MARKER: DB = BENCH MARK DISK
 FK0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0455_SP_SET: UNDERPASS
 FK0455_STAMPING: Q 105 1934
 FK0455_MARK LOGO: CGS
 FK0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0455
 FK0455  HISTORY     - Date     Condition        Report By
 FK0455  HISTORY     - 1934     MONUMENTED       CGS
 FK0455
 FK0455                          STATION DESCRIPTION
 FK0455
 FK0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0455'3.1 MI N FROM SAYRE.
 FK0455'3.1 MILES NORTH OF CRIPRR STATION 12 FEET WEST OF CENTER LINE OF
 FK0455'U.S. HIGHWAY 283.  ON SOUTH END OF WEST HEADWALL OF CONCRETE
 FK0455'STOCK UNDERPASS, IN ABOUT CENTER OF HIGHWAY FILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0373 ***********************************************************************
 GJ0373  DESIGNATION -  Q 106
 GJ0373  PID         -  GJ0373
 GJ0373  STATE/COUNTY-  OK/HARPER
 GJ0373  COUNTRY     -  US
 GJ0373  USGS QUAD   -  LAVERNE NE (2018)
 GJ0373
 GJ0373                         *CURRENT SURVEY CONTROL
 GJ0373  ______________________________________________________________________
 GJ0373* NAD 83(1986) POSITION- 36 41 25.61   (N) 099 52 23.25   (W)   HD_HELD1
 GJ0373* NAVD 88 ORTHO HEIGHT -   639.755 (meters)     2098.93  (feet) ADJUSTED
 GJ0373  ______________________________________________________________________
 GJ0373  GEOID HEIGHT    -        -27.827 (meters)                     GEOID18
 GJ0373  DYNAMIC HEIGHT  -        639.145 (meters)     2096.93  (feet) COMP
 GJ0373  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 GJ0373
 GJ0373  VERT ORDER      -  SECOND    CLASS 0
 GJ0373
 GJ0373.The horizontal coordinates were determined by differentially corrected
 GJ0373.hand held GPS observations or other comparable positioning techniques
 GJ0373.and have an estimated accuracy of +/- 3 meters.
 GJ0373
 GJ0373.The orthometric height was determined by differential leveling and
 GJ0373.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0373.in June 1991.
 GJ0373
 GJ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0373.GEOID18 height accuracy estimate available here.
 GJ0373
 GJ0373.Click photographs - Photos may exist for this station.
 GJ0373
 GJ0373.The dynamic height is computed by dividing the NAVD 88
 GJ0373.geopotential number by the normal gravity value computed on the
 GJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0373.degrees latitude (g = 980.6199 gals.).
 GJ0373
 GJ0373.The modeled gravity was interpolated from observed gravity values.
 GJ0373
 GJ0373;                    North         East    Units  Estimated Accuracy
 GJ0373;SPC OK N     -   189,179.8     432,609.1     MT  (+/- 3 meters HH1 GPS) 
 GJ0373
 GJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2199860888(NAD 83)
 GJ0373
 GJ0373                          SUPERSEDED SURVEY CONTROL
 GJ0373
 GJ0373  NGVD 29 (??/??/92)  639.473  (m)         2098.00   (f) ADJ UNCH    2 0
 GJ0373
 GJ0373.Superseded values are not recommended for survey control.
 GJ0373
 GJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0373.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0373
 GJ0373_MARKER: DB = BENCH MARK DISK
 GJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0373_STAMPING: Q 106 1934
 GJ0373_MARK LOGO: CGS
 GJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0373+STABILITY: SURFACE MOTION
 GJ0373
 GJ0373  HISTORY     - Date     Condition        Report By
 GJ0373  HISTORY     - 1934     MONUMENTED       CGS
 GJ0373
 GJ0373                          STATION DESCRIPTION
 GJ0373
 GJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0373'1.7 MI SE FROM LAVERNE.
 GJ0373'30 FEET NORTHEAST OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GJ0373'RAILWAY TRACK.  25 FEET WEST OF CENTER LINE OF SECTION LINE ROAD.
 GJ0373'4 POLES NORTHWEST OF MILE POST 254.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0001 ***********************************************************************
 GK0001  DESIGNATION -  Q 107
 GK0001  PID         -  GK0001
 GK0001  STATE/COUNTY-  OK/BEAVER
 GK0001  COUNTRY     -  US
 GK0001  USGS QUAD   -  MOCANE NW (2018)
 GK0001
 GK0001                         *CURRENT SURVEY CONTROL
 GK0001  ______________________________________________________________________
 GK0001* NAD 83(1986) POSITION- 36 55 51.     (N) 100 29 44.     (W)   SCALED
 GK0001* NAVD 88 ORTHO HEIGHT -   766.565 (meters)     2514.97  (feet) ADJUSTED
 GK0001  ______________________________________________________________________
 GK0001  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 GK0001  DYNAMIC HEIGHT  -        765.827 (meters)     2512.55  (feet) COMP
 GK0001  MODELED GRAVITY -    979,643.7   (mgal)                       NAVD 88
 GK0001
 GK0001  VERT ORDER      -  SECOND    CLASS 0
 GK0001
 GK0001.The horizontal coordinates were scaled from a map and have
 GK0001.an estimated accuracy of +/- 6 seconds.
 GK0001
 GK0001.The orthometric height was determined by differential leveling and
 GK0001.adjusted by the NATIONAL GEODETIC SURVEY
 GK0001.in June 1991.
 GK0001
 GK0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0001.GEOID18 height accuracy estimate available here.
 GK0001
 GK0001.Click photographs - Photos may exist for this station.
 GK0001
 GK0001.The dynamic height is computed by dividing the NAVD 88
 GK0001.geopotential number by the normal gravity value computed on the
 GK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0001.degrees latitude (g = 980.6199 gals.).
 GK0001
 GK0001.The modeled gravity was interpolated from observed gravity values.
 GK0001
 GK0001;                    North         East    Units  Estimated Accuracy
 GK0001;SPC OK N     -   217,100.      377,680.      MT  (+/- 180 meters Scaled)
 GK0001
 GK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF668882(NAD 83)
 GK0001
 GK0001                          SUPERSEDED SURVEY CONTROL
 GK0001
 GK0001  NGVD 29 (??/??/92)  766.238  (m)         2513.90   (f) ADJ UNCH    2 0
 GK0001
 GK0001.Superseded values are not recommended for survey control.
 GK0001
 GK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0001.See file dsdata.pdf to determine how the superseded data were derived.
 GK0001
 GK0001_MARKER: DB = BENCH MARK DISK
 GK0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0001_STAMPING: Q 107 1934
 GK0001_MARK LOGO: CGS
 GK0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0001+STABILITY: SURFACE MOTION
 GK0001
 GK0001  HISTORY     - Date     Condition        Report By
 GK0001  HISTORY     - 1934     MONUMENTED       CGS
 GK0001  HISTORY     - 1969     MARK NOT FOUND   USGS
 GK0001
 GK0001                          STATION DESCRIPTION
 GK0001
 GK0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0001'2.9 MI E FROM FORGAN.
 GK0001'2.9 MILES EAST OF FORGAN M.K. AND T.RR. STATION 62 FEET WEST OF CENTER
 GK0001'LINE OF SECTION LINE ROAD.  40 FEET NORTH NEAREST RAIL OF MISSOURI
 GK0001'KANSAS AND TEXAS RAILWAY TRACK.  30 FE. WEST OF EIGHTH POLE EAST OF
 GK0001'MILE POLE 301.  NOTE-- ROAD WORK IN AREA.
 GK0001
 GK0001                          STATION RECOVERY (1969)
 GK0001
 GK0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GK0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0405 ***********************************************************************
 GJ0405  DESIGNATION -  Q 108
 GJ0405  PID         -  GJ0405
 GJ0405  STATE/COUNTY-  OK/HARPER
 GJ0405  COUNTRY     -  US
 GJ0405  USGS QUAD   -  BUFFALO SE (2018)
 GJ0405
 GJ0405                         *CURRENT SURVEY CONTROL
 GJ0405  ______________________________________________________________________
 GJ0405* NAD 83(1986) POSITION- 36 49 36.     (N) 099 33 10.     (W)   SCALED
 GJ0405* NAVD 88 ORTHO HEIGHT -   535.598 (meters)     1757.21  (feet) ADJUSTED
 GJ0405  ______________________________________________________________________
 GJ0405  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 GJ0405  DYNAMIC HEIGHT  -        535.105 (meters)     1755.59  (feet) COMP
 GJ0405  MODELED GRAVITY -    979,695.3   (mgal)                       NAVD 88
 GJ0405
 GJ0405  VERT ORDER      -  SECOND    CLASS 0
 GJ0405
 GJ0405.The horizontal coordinates were scaled from a map and have
 GJ0405.an estimated accuracy of +/- 6 seconds.
 GJ0405
 GJ0405.The orthometric height was determined by differential leveling and
 GJ0405.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0405.in June 1991.
 GJ0405
 GJ0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0405.GEOID18 height accuracy estimate available here.
 GJ0405
 GJ0405.Click photographs - Photos may exist for this station.
 GJ0405
 GJ0405.The dynamic height is computed by dividing the NAVD 88
 GJ0405.geopotential number by the normal gravity value computed on the
 GJ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0405.degrees latitude (g = 980.6199 gals.).
 GJ0405
 GJ0405.The modeled gravity was interpolated from observed gravity values.
 GJ0405
 GJ0405;                    North         East    Units  Estimated Accuracy
 GJ0405;SPC OK N     -   203,790.      461,480.      MT  (+/- 180 meters Scaled)
 GJ0405
 GJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF507757(NAD 83)
 GJ0405
 GJ0405                          SUPERSEDED SURVEY CONTROL
 GJ0405
 GJ0405  NGVD 29 (??/??/92)  535.334  (m)         1756.34   (f) ADJ UNCH    2 0
 GJ0405
 GJ0405.Superseded values are not recommended for survey control.
 GJ0405
 GJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0405.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0405
 GJ0405_MARKER: DB = BENCH MARK DISK
 GJ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0405_STAMPING: Q 108 1934
 GJ0405_MARK LOGO: CGS
 GJ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0405+STABILITY: SURFACE MOTION
 GJ0405
 GJ0405  HISTORY     - Date     Condition        Report By
 GJ0405  HISTORY     - 1934     MONUMENTED       CGS
 GJ0405
 GJ0405                          STATION DESCRIPTION
 GJ0405
 GJ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0405'4.2 MI E FROM BUFFALO.
 GJ0405'0.1 MILE SOUTHEAST OF MILEPOST 48, 42 FEET NORTHEAST OF NEAREST
 GJ0405'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 36 FEET NORTH OF THE
 GJ0405'CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0175 ***********************************************************************
 GJ0175  DESIGNATION -  Q 109
 GJ0175  PID         -  GJ0175
 GJ0175  STATE/COUNTY-  OK/WOODS
 GJ0175  COUNTRY     -  US
 GJ0175  USGS QUAD   -  WAYNOKA WEST (2018)
 GJ0175
 GJ0175                         *CURRENT SURVEY CONTROL
 GJ0175  ______________________________________________________________________
 GJ0175* NAD 83(1986) POSITION- 36 35 09.     (N) 098 52 56.     (W)   SCALED
 GJ0175* NAVD 88 ORTHO HEIGHT -   449.676 (meters)     1475.31  (feet) ADJUSTED
 GJ0175  ______________________________________________________________________
 GJ0175  GEOID HEIGHT    -        -28.186 (meters)                     GEOID18
 GJ0175  DYNAMIC HEIGHT  -        449.265 (meters)     1473.96  (feet) COMP
 GJ0175  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 GJ0175
 GJ0175  VERT ORDER      -  SECOND    CLASS 0
 GJ0175
 GJ0175.The horizontal coordinates were scaled from a map and have
 GJ0175.an estimated accuracy of +/- 6 seconds.
 GJ0175
 GJ0175.The orthometric height was determined by differential leveling and
 GJ0175.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0175.in June 1991.
 GJ0175
 GJ0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0175.GEOID18 height accuracy estimate available here.
 GJ0175
 GJ0175.Click photographs - Photos may exist for this station.
 GJ0175
 GJ0175.The dynamic height is computed by dividing the NAVD 88
 GJ0175.geopotential number by the normal gravity value computed on the
 GJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0175.degrees latitude (g = 980.6199 gals.).
 GJ0175
 GJ0175.The modeled gravity was interpolated from observed gravity values.
 GJ0175
 GJ0175;                    North         East    Units  Estimated Accuracy
 GJ0175;SPC OK N     -   176,320.      521,050.      MT  (+/- 180 meters Scaled)
 GJ0175
 GJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF105489(NAD 83)
 GJ0175
 GJ0175                          SUPERSEDED SURVEY CONTROL
 GJ0175
 GJ0175  NGVD 29 (??/??/92)  449.475  (m)         1474.65   (f) ADJ UNCH    2 0
 GJ0175
 GJ0175.Superseded values are not recommended for survey control.
 GJ0175
 GJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0175.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0175
 GJ0175_MARKER: DB = BENCH MARK DISK
 GJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0175_STAMPING: Q 109 1934
 GJ0175_MARK LOGO: CGS
 GJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0175+STABILITY: SURFACE MOTION
 GJ0175
 GJ0175  HISTORY     - Date     Condition        Report By
 GJ0175  HISTORY     - 1934     MONUMENTED       CGS
 GJ0175  HISTORY     - 1967     MARK NOT FOUND   USGS
 GJ0175
 GJ0175                          STATION DESCRIPTION
 GJ0175
 GJ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0175'AT WAYNOKA.
 GJ0175'AT WAYNOKA, 0.15 MILE NORTHWEST OF ATCHISON TOPEKA AND SANTA
 GJ0175'FE RAILROAD STATION AT WAYNOKA, 95 FEET EAST OF NORTHEAST CORNER
 GJ0175'OF ELM PARK, 45 FEET NORTHWEST OF NEAREST RAIL OF MAIN TRACK.
 GJ0175
 GJ0175                          STATION RECOVERY (1967)
 GJ0175
 GJ0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0008 ***********************************************************************
 GJ0008  DESIGNATION -  Q 111
 GJ0008  PID         -  GJ0008
 GJ0008  STATE/COUNTY-  OK/ALFALFA
 GJ0008  COUNTRY     -  US
 GJ0008  USGS QUAD   -  CARMEN (2018)
 GJ0008
 GJ0008                         *CURRENT SURVEY CONTROL
 GJ0008  ______________________________________________________________________
 GJ0008* NAD 83(1986) POSITION- 36 37 22.     (N) 098 26 49.     (W)   SCALED
 GJ0008* NAVD 88 ORTHO HEIGHT -   421.651 (meters)     1383.37  (feet) ADJUSTED
 GJ0008  ______________________________________________________________________
 GJ0008  GEOID HEIGHT    -        -27.959 (meters)                     GEOID18
 GJ0008  DYNAMIC HEIGHT  -        421.280 (meters)     1382.15  (feet) COMP
 GJ0008  MODELED GRAVITY -    979,738.3   (mgal)                       NAVD 88
 GJ0008
 GJ0008  VERT ORDER      -  SECOND    CLASS 0
 GJ0008
 GJ0008.The horizontal coordinates were scaled from a map and have
 GJ0008.an estimated accuracy of +/- 6 seconds.
 GJ0008
 GJ0008.The orthometric height was determined by differential leveling and
 GJ0008.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0008.in June 1991.
 GJ0008
 GJ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0008.GEOID18 height accuracy estimate available here.
 GJ0008
 GJ0008.Click photographs - Photos may exist for this station.
 GJ0008
 GJ0008.The dynamic height is computed by dividing the NAVD 88
 GJ0008.geopotential number by the normal gravity value computed on the
 GJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0008.degrees latitude (g = 980.6199 gals.).
 GJ0008
 GJ0008.The modeled gravity was interpolated from observed gravity values.
 GJ0008
 GJ0008;                    North         East    Units  Estimated Accuracy
 GJ0008;SPC OK N     -   180,150.      560,020.      MT  (+/- 180 meters Scaled)
 GJ0008
 GJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF494531(NAD 83)
 GJ0008
 GJ0008                          SUPERSEDED SURVEY CONTROL
 GJ0008
 GJ0008  NGVD 29 (??/??/92)  421.489  (m)         1382.84   (f) ADJ UNCH    2 0
 GJ0008
 GJ0008.Superseded values are not recommended for survey control.
 GJ0008
 GJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0008.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0008
 GJ0008_MARKER: DB = BENCH MARK DISK
 GJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0008_STAMPING: Q 111 1935
 GJ0008_MARK LOGO: CGS
 GJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0008+STABILITY: SURFACE MOTION
 GJ0008
 GJ0008  HISTORY     - Date     Condition        Report By
 GJ0008  HISTORY     - 1935     MONUMENTED       CGS
 GJ0008  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0008
 GJ0008                          STATION DESCRIPTION
 GJ0008
 GJ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0008'3.1 MI NE FROM CARMEN.
 GJ0008'3.1 MILES NORTHEAST OF A.T. AND SF.RR. STATION AT CARMEN, 0.45
 GJ0008'MILE NORTHEAST OF MILEPOST 312, 52 FEET NORTHWEST OF NEAREST
 GJ0008'RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 33 FEET SOUTH OF
 GJ0008'CENTER LINE OF SECTION LINE ROAD.
 GJ0008
 GJ0008                          STATION RECOVERY (1968)
 GJ0008
 GJ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0108 ***********************************************************************
 GJ0108  DESIGNATION -  Q 112
 GJ0108  PID         -  GJ0108
 GJ0108  STATE/COUNTY-  OK/DEWEY
 GJ0108  COUNTRY     -  US
 GJ0108  USGS QUAD   -  CANTON SW (2018)
 GJ0108
 GJ0108                         *CURRENT SURVEY CONTROL
 GJ0108  ______________________________________________________________________
 GJ0108* NAD 83(1986) POSITION- 36 00 57.     (N) 098 38 40.     (W)   SCALED
 GJ0108* NAVD 88 ORTHO HEIGHT -   525.309 (meters)     1723.45  (feet) ADJUSTED
 GJ0108  ______________________________________________________________________
 GJ0108  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 GJ0108  DYNAMIC HEIGHT  -        524.807 (meters)     1721.80  (feet) COMP
 GJ0108  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 GJ0108
 GJ0108  VERT ORDER      -  SECOND    CLASS 0
 GJ0108
 GJ0108.The horizontal coordinates were scaled from a map and have
 GJ0108.an estimated accuracy of +/- 6 seconds.
 GJ0108
 GJ0108.The orthometric height was determined by differential leveling and
 GJ0108.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0108.in June 1991.
 GJ0108
 GJ0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0108.GEOID18 height accuracy estimate available here.
 GJ0108
 GJ0108.Click photographs - Photos may exist for this station.
 GJ0108
 GJ0108.The dynamic height is computed by dividing the NAVD 88
 GJ0108.geopotential number by the normal gravity value computed on the
 GJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0108.degrees latitude (g = 980.6199 gals.).
 GJ0108
 GJ0108.The modeled gravity was interpolated from observed gravity values.
 GJ0108
 GJ0108;                    North         East    Units  Estimated Accuracy
 GJ0108;SPC OK N     -   112,900.      541,910.      MT  (+/- 180 meters Scaled)
 GJ0108
 GJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE320857(NAD 83)
 GJ0108
 GJ0108                          SUPERSEDED SURVEY CONTROL
 GJ0108
 GJ0108  NGVD 29 (??/??/92)  525.096  (m)         1722.75   (f) ADJ UNCH    2 0
 GJ0108
 GJ0108.Superseded values are not recommended for survey control.
 GJ0108
 GJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0108.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0108
 GJ0108_MARKER: DB = BENCH MARK DISK
 GJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0108_STAMPING: Q 112 1935
 GJ0108_MARK LOGO: CGS
 GJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0108+STABILITY: SURFACE MOTION
 GJ0108
 GJ0108  HISTORY     - Date     Condition        Report By
 GJ0108  HISTORY     - 1935     MONUMENTED       CGS
 GJ0108  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0108
 GJ0108                          STATION DESCRIPTION
 GJ0108
 GJ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0108'4.1 MI SW FROM CANTON.
 GJ0108'4.1 MILES SOUTHWEST OF SANTA FE WATER TANK AT CANTON 105 FEET
 GJ0108'SOUTHEAST OF MILEPOST 358, 50 FEET SOUTHEAST OF NEAREST RAIL OF
 GJ0108'ATCHISON TOPEKA AND SANTA FE RAILROAD TRACK, 3 FEET NORTHWEST
 GJ0108'OF FENCE LINE.
 GJ0108
 GJ0108                          STATION RECOVERY (1972)
 GJ0108
 GJ0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0116 ***********************************************************************
 GJ0116  DESIGNATION -  Q 113
 GJ0116  PID         -  GJ0116
 GJ0116  STATE/COUNTY-  OK/MAJOR
 GJ0116  COUNTRY     -  US
 GJ0116  USGS QUAD   -  GLASS MOUNTAINS (2018)
 GJ0116
 GJ0116                         *CURRENT SURVEY CONTROL
 GJ0116  ______________________________________________________________________
 GJ0116* NAD 83(1986) POSITION- 36 21 43.     (N) 098 30 55.     (W)   SCALED
 GJ0116* NAVD 88 ORTHO HEIGHT -   388.263 (meters)     1273.83  (feet) ADJUSTED
 GJ0116  ______________________________________________________________________
 GJ0116  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 GJ0116  DYNAMIC HEIGHT  -        387.915 (meters)     1272.68  (feet) COMP
 GJ0116  MODELED GRAVITY -    979,725.5   (mgal)                       NAVD 88
 GJ0116
 GJ0116  VERT ORDER      -  SECOND    CLASS 0
 GJ0116
 GJ0116.The horizontal coordinates were scaled from a map and have
 GJ0116.an estimated accuracy of +/- 6 seconds.
 GJ0116
 GJ0116.The orthometric height was determined by differential leveling and
 GJ0116.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0116.in June 1991.
 GJ0116
 GJ0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0116.GEOID18 height accuracy estimate available here.
 GJ0116
 GJ0116.Click photographs - Photos may exist for this station.
 GJ0116
 GJ0116.The dynamic height is computed by dividing the NAVD 88
 GJ0116.geopotential number by the normal gravity value computed on the
 GJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0116.degrees latitude (g = 980.6199 gals.).
 GJ0116
 GJ0116.The modeled gravity was interpolated from observed gravity values.
 GJ0116
 GJ0116;                    North         East    Units  Estimated Accuracy
 GJ0116;SPC OK N     -   151,240.      553,760.      MT  (+/- 180 meters Scaled)
 GJ0116
 GJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF434242(NAD 83)
 GJ0116
 GJ0116                          SUPERSEDED SURVEY CONTROL
 GJ0116
 GJ0116  NGVD 29 (??/??/92)  388.094  (m)         1273.27   (f) ADJ UNCH    2 0
 GJ0116
 GJ0116.Superseded values are not recommended for survey control.
 GJ0116
 GJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0116.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0116
 GJ0116_MARKER: DB = BENCH MARK DISK
 GJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0116_STAMPING: Q 113 1935
 GJ0116_MARK LOGO: CGS
 GJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0116+STABILITY: SURFACE MOTION
 GJ0116
 GJ0116  HISTORY     - Date     Condition        Report By
 GJ0116  HISTORY     - 1935     MONUMENTED       CGS
 GJ0116
 GJ0116                          STATION DESCRIPTION
 GJ0116
 GJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0116'2.3 MI W FROM ORIENTA.
 GJ0116'2.3 MILES WEST OF SANTA FE STATION AT ORIENTA 54 FEET SOUTH OF
 GJ0116'CENTER LINE OF OKLAHOMA HIGHWAY 15, 30 FEET EAST OF CENTER LINE
 GJ0116'OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0068 ***********************************************************************
 FK0068  DESIGNATION -  Q 114
 FK0068  PID         -  FK0068
 FK0068  STATE/COUNTY-  OK/BLAINE
 FK0068  COUNTRY     -  US
 FK0068  USGS QUAD   -  WATONGA SE (2018)
 FK0068
 FK0068                         *CURRENT SURVEY CONTROL
 FK0068  ______________________________________________________________________
 FK0068* NAD 83(1986) POSITION- 35 50 28.     (N) 098 20 19.     (W)   SCALED
 FK0068* NAVD 88 ORTHO HEIGHT -   473.771 (meters)     1554.36  (feet) ADJUSTED
 FK0068  ______________________________________________________________________
 FK0068  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 FK0068  DYNAMIC HEIGHT  -        473.325 (meters)     1552.90  (feet) COMP
 FK0068  MODELED GRAVITY -    979,675.3   (mgal)                       NAVD 88
 FK0068
 FK0068  VERT ORDER      -  SECOND    CLASS 0
 FK0068
 FK0068.The horizontal coordinates were scaled from a map and have
 FK0068.an estimated accuracy of +/- 6 seconds.
 FK0068
 FK0068.The orthometric height was determined by differential leveling and
 FK0068.adjusted by the NATIONAL GEODETIC SURVEY
 FK0068.in June 1991.
 FK0068
 FK0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0068.GEOID18 height accuracy estimate available here.
 FK0068
 FK0068.Click photographs - Photos may exist for this station.
 FK0068
 FK0068.The dynamic height is computed by dividing the NAVD 88
 FK0068.geopotential number by the normal gravity value computed on the
 FK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0068.degrees latitude (g = 980.6199 gals.).
 FK0068
 FK0068.The modeled gravity was interpolated from observed gravity values.
 FK0068
 FK0068;                    North         East    Units  Estimated Accuracy
 FK0068;SPC OK N     -    93,380.      569,410.      MT  (+/- 180 meters Scaled)
 FK0068
 FK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE597665(NAD 83)
 FK0068
 FK0068                          SUPERSEDED SURVEY CONTROL
 FK0068
 FK0068  NGVD 29 (??/??/92)  473.592  (m)         1553.78   (f) ADJ UNCH    2 0
 FK0068
 FK0068.Superseded values are not recommended for survey control.
 FK0068
 FK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0068.See file dsdata.pdf to determine how the superseded data were derived.
 FK0068
 FK0068_MARKER: DB = BENCH MARK DISK
 FK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0068_STAMPING: Q 114 1935
 FK0068_MARK LOGO: CGS
 FK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0068+STABILITY: SURFACE MOTION
 FK0068
 FK0068  HISTORY     - Date     Condition        Report By
 FK0068  HISTORY     - 1935     MONUMENTED       CGS
 FK0068  HISTORY     - 19951115 MARK NOT FOUND   OKDOT
 FK0068
 FK0068                          STATION DESCRIPTION
 FK0068
 FK0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0068'4.2 MI E FROM WATONGA.
 FK0068'4.2 MILES EAST OF ROCK ISLAND STATION AT WATONGA.  92 FEET
 FK0068'WEST OF NORTHWEST CORNER OF LOT OF SMALL, YELLOW, FRAME HOUSE,
 FK0068'40 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY 33.
 FK0068
 FK0068                          STATION RECOVERY (1995)
 FK0068
 FK0068'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0366 ***********************************************************************
 GL0366  DESIGNATION -  Q 12
 GL0366  PID         -  GL0366
 GL0366  STATE/COUNTY-  OK/CIMARRON
 GL0366  COUNTRY     -  US
 GL0366  USGS QUAD   -  KENTON SE (2018)
 GL0366
 GL0366                         *CURRENT SURVEY CONTROL
 GL0366  ______________________________________________________________________
 GL0366* NAD 83(1986) POSITION- 36 52 01.0    (N) 102 48 16.9    (W)   HD_HELD2
 GL0366* NAVD 88 ORTHO HEIGHT -  1308.996 (meters)     4294.60  (feet) ADJUSTED
 GL0366  ______________________________________________________________________
 GL0366  GEOID HEIGHT    -        -23.001 (meters)                     GEOID18
 GL0366  DYNAMIC HEIGHT  -       1307.554 (meters)     4289.87  (feet) COMP
 GL0366  MODELED GRAVITY -    979,483.7   (mgal)                       NAVD 88
 GL0366
 GL0366  VERT ORDER      -  SECOND    CLASS 0
 GL0366
 GL0366.The horizontal coordinates were established by autonomous hand held GPS
 GL0366.observations and have an estimated accuracy of +/- 10 meters.
 GL0366
 GL0366.The orthometric height was determined by differential leveling and
 GL0366.adjusted by the NATIONAL GEODETIC SURVEY
 GL0366.in June 1991.
 GL0366
 GL0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0366.GEOID18 height accuracy estimate available here.
 GL0366
 GL0366.Click photographs - Photos may exist for this station.
 GL0366
 GL0366.The dynamic height is computed by dividing the NAVD 88
 GL0366.geopotential number by the normal gravity value computed on the
 GL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0366.degrees latitude (g = 980.6199 gals.).
 GL0366
 GL0366.The modeled gravity was interpolated from observed gravity values.
 GL0366
 GL0366;                    North         East    Units  Estimated Accuracy
 GL0366;SPC OK N     -   217,750.      171,748.      MT  (+/- 10 meters HH2 GPS)
 GL0366
 GL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9568382362(NAD 83)
 GL0366
 GL0366                          SUPERSEDED SURVEY CONTROL
 GL0366
 GL0366.No superseded survey control is available for this station.
 GL0366
 GL0366_MARKER: DB = BENCH MARK DISK
 GL0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0366_STAMPING: Q 12 1939
 GL0366_MARK LOGO: CGS
 GL0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0366+STABILITY: SURFACE MOTION
 GL0366
 GL0366  HISTORY     - Date     Condition        Report By
 GL0366  HISTORY     - 1939     MONUMENTED       CGS
 GL0366
 GL0366                          STATION DESCRIPTION
 GL0366
 GL0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0366'10.8 MI E FROM KENTON.
 GL0366'10.8 MILES EAST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  150 FEET
 GL0366'WEST OF CENTER-LINE OF HIGHWAY.  0.1 MILES SOUTH OF A DRAW.  AT THE
 GL0366'TOP OF A GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0514 ***********************************************************************
 EM0514  DESIGNATION -  Q 123
 EM0514  PID         -  EM0514
 EM0514  STATE/COUNTY-  OK/JACKSON
 EM0514  COUNTRY     -  US
 EM0514  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0514
 EM0514                         *CURRENT SURVEY CONTROL
 EM0514  ______________________________________________________________________
 EM0514* NAD 83(1986) POSITION- 34 30 20.     (N) 099 34 55.     (W)   SCALED
 EM0514* NAVD 88 ORTHO HEIGHT -   427.933 (meters)     1403.98  (feet) ADJUSTED
 EM0514  ______________________________________________________________________
 EM0514  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 EM0514  DYNAMIC HEIGHT  -        427.460 (meters)     1402.43  (feet) COMP
 EM0514  MODELED GRAVITY -    979,519.2   (mgal)                       NAVD 88
 EM0514
 EM0514  VERT ORDER      -  SECOND    CLASS 0
 EM0514
 EM0514.The horizontal coordinates were scaled from a map and have
 EM0514.an estimated accuracy of +/- 6 seconds.
 EM0514
 EM0514.The orthometric height was determined by differential leveling and
 EM0514.adjusted by the NATIONAL GEODETIC SURVEY
 EM0514.in June 1991.
 EM0514
 EM0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0514.GEOID18 height accuracy estimate available here.
 EM0514
 EM0514.Click photographs - Photos may exist for this station.
 EM0514
 EM0514.The dynamic height is computed by dividing the NAVD 88
 EM0514.geopotential number by the normal gravity value computed on the
 EM0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0514.degrees latitude (g = 980.6199 gals.).
 EM0514
 EM0514.The modeled gravity was interpolated from observed gravity values.
 EM0514
 EM0514;                    North         East    Units  Estimated Accuracy
 EM0514;SPC OK S     -   131,170.      454,740.      MT  (+/- 180 meters Scaled)
 EM0514
 EM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD465183(NAD 83)
 EM0514
 EM0514                          SUPERSEDED SURVEY CONTROL
 EM0514
 EM0514  NGVD 29 (??/??/92)  427.749  (m)         1403.37   (f) ADJ UNCH    2 0
 EM0514
 EM0514.Superseded values are not recommended for survey control.
 EM0514
 EM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0514.See file dsdata.pdf to determine how the superseded data were derived.
 EM0514
 EM0514_MARKER: DB = BENCH MARK DISK
 EM0514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0514_SP_SET: CULVERT HEADWALL
 EM0514_STAMPING: Q 123 1961
 EM0514_MARK LOGO: CGS
 EM0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0514+STABILITY: SURFACE MOTION
 EM0514
 EM0514  HISTORY     - Date     Condition        Report By
 EM0514  HISTORY     - 1961     MONUMENTED       CGS
 EM0514  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0514
 EM0514                          STATION DESCRIPTION
 EM0514
 EM0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0514'4.6 MI NE FROM ELDORADO.
 EM0514'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 44, 32.5 FEET SOUTH OF THE
 EM0514'CENTER OF THE HIGHWAY, 4 FEET WEST OF THE WITNESS POST, CEMENTED IN A
 EM0514'DRILL HOLE IN THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 EM0514'ABOUT 8 FEET LOWER THAN THE HIGHWAY.
 EM0514
 EM0514                          STATION RECOVERY (2018)
 EM0514
 EM0514'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0459 ***********************************************************************
 EM0459  DESIGNATION -  Q 124
 EM0459  PID         -  EM0459
 EM0459  STATE/COUNTY-  OK/HARMON
 EM0459  COUNTRY     -  US
 EM0459  USGS QUAD   -  GOULD (2018)
 EM0459
 EM0459                         *CURRENT SURVEY CONTROL
 EM0459  ______________________________________________________________________
 EM0459* NAD 83(1986) POSITION- 34 40 53.     (N) 099 47 20.     (W)   SCALED
 EM0459* NAVD 88 ORTHO HEIGHT -   489.431 (meters)     1605.74  (feet) POSTED
 EM0459  ______________________________________________________________________
 EM0459  GEOID HEIGHT    -        -27.906 (meters)                     GEOID18
 EM0459  DYNAMIC HEIGHT  -        488.89  (meters)     1604.0   (feet) COMP
 EM0459  MODELED GRAVITY -    979,520.6   (mgal)                       NAVD 88
 EM0459
 EM0459  VERT ORDER      -  * POSTED, SEE BELOW
 EM0459
 EM0459.The horizontal coordinates were scaled from a map and have
 EM0459.an estimated accuracy of +/- 6 seconds.
 EM0459
 EM0459.The orthometric height was determined by differential leveling
 EM0459.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0459
 EM0459.* This is a POSTED BENCH MARK height.
 EM0459
 EM0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0459.GEOID18 height accuracy estimate available here.
 EM0459
 EM0459.Click photographs - Photos may exist for this station.
 EM0459
 EM0459.The dynamic height is computed by dividing the NAVD 88
 EM0459.geopotential number by the normal gravity value computed on the
 EM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0459.degrees latitude (g = 980.6199 gals.).
 EM0459
 EM0459.The modeled gravity was interpolated from observed gravity values.
 EM0459
 EM0459;                    North         East    Units  Estimated Accuracy
 EM0459;SPC OK S     -   150,980.      436,080.      MT  (+/- 180 meters Scaled)
 EM0459
 EM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD277379(NAD 83)
 EM0459
 EM0459                          SUPERSEDED SURVEY CONTROL
 EM0459
 EM0459  NGVD 29 (??/??/92)  489.192  (m)         1604.96   (f) ADJ UNCH    2 0
 EM0459
 EM0459.Superseded values are not recommended for survey control.
 EM0459
 EM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0459.See file dsdata.pdf to determine how the superseded data were derived.
 EM0459
 EM0459_MARKER: DB = BENCH MARK DISK
 EM0459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0459_SP_SET: CULVERT HEADWALL
 EM0459_STAMPING: Q 124 1961
 EM0459_MARK LOGO: CGS
 EM0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0459+STABILITY: SURFACE MOTION
 EM0459
 EM0459  HISTORY     - Date     Condition        Report By
 EM0459  HISTORY     - 1961     MONUMENTED       CGS
 EM0459  HISTORY     - 1978     GOOD             DOD
 EM0459
 EM0459                          STATION DESCRIPTION
 EM0459
 EM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0459'1.4 MI W FROM GOULD.
 EM0459'1.4 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN GOULD, 19
 EM0459'FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN A DRILL HOLE ON
 EM0459'THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, ABOUT 1 1/2
 EM0459'FEET BELOW THE HIGHWAY.
 EM0459
 EM0459                          STATION RECOVERY (1978)
 EM0459
 EM0459'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EM0459'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0264 ***********************************************************************
 GH0264  DESIGNATION -  Q 130
 GH0264  PID         -  GH0264
 GH0264  STATE/COUNTY-  OK/NOBLE
 GH0264  COUNTRY     -  US
 GH0264  USGS QUAD   -  MARLAND (2018)
 GH0264
 GH0264                         *CURRENT SURVEY CONTROL
 GH0264  ______________________________________________________________________
 GH0264* NAD 83(1986) POSITION- 36 33 34.     (N) 097 08 52.     (W)   SCALED
 GH0264* NAVD 88 ORTHO HEIGHT -   303.911 (meters)      997.08  (feet) ADJUSTED
 GH0264  ______________________________________________________________________
 GH0264  GEOID HEIGHT    -        -28.743 (meters)                     GEOID18
 GH0264  DYNAMIC HEIGHT  -        303.647 (meters)      996.22  (feet) COMP
 GH0264  MODELED GRAVITY -    979,756.3   (mgal)                       NAVD 88
 GH0264
 GH0264  VERT ORDER      -  SECOND    CLASS 0
 GH0264
 GH0264.The horizontal coordinates were scaled from a map and have
 GH0264.an estimated accuracy of +/- 6 seconds.
 GH0264
 GH0264.The orthometric height was determined by differential leveling and
 GH0264.adjusted by the NATIONAL GEODETIC SURVEY
 GH0264.in June 1991.
 GH0264
 GH0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0264.GEOID18 height accuracy estimate available here.
 GH0264
 GH0264.Click photographs - Photos may exist for this station.
 GH0264
 GH0264.The dynamic height is computed by dividing the NAVD 88
 GH0264.geopotential number by the normal gravity value computed on the
 GH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0264.degrees latitude (g = 980.6199 gals.).
 GH0264
 GH0264.The modeled gravity was interpolated from observed gravity values.
 GH0264
 GH0264;                    North         East    Units  Estimated Accuracy
 GH0264;SPC OK N     -   173,360.      676,290.      MT  (+/- 180 meters Scaled)
 GH0264
 GH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF657475(NAD 83)
 GH0264
 GH0264                          SUPERSEDED SURVEY CONTROL
 GH0264
 GH0264  NGVD 29 (??/??/92)  303.782  (m)          996.66   (f) ADJ UNCH    2 0
 GH0264
 GH0264.Superseded values are not recommended for survey control.
 GH0264
 GH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0264.See file dsdata.pdf to determine how the superseded data were derived.
 GH0264
 GH0264_MARKER: DB = BENCH MARK DISK
 GH0264_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0264+WITH SETTING: PAVEMENT
 GH0264_SP_SET: SEMAPHORE
 GH0264_STAMPING: Q 130 1934
 GH0264_MARK LOGO: CGS
 GH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0264+STABILITY: SURFACE MOTION
 GH0264
 GH0264  HISTORY     - Date     Condition        Report By
 GH0264  HISTORY     - 1934     MONUMENTED       CGS
 GH0264  HISTORY     - 1945     GOOD             CGS
 GH0264
 GH0264                          STATION DESCRIPTION
 GH0264
 GH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0264'AT MARLAND.
 GH0264'AT MARLAND, NOBLE COUNTY, ABOUT 800 FEET NORTH OF THE ATCHISON,
 GH0264'TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 680 FEET SOUTH OF
 GH0264'MILEPOST 300, AT SEMAPHORE 300.2, IN THE TOP OF THE SOUTHWEST
 GH0264'CORNER OF THE CONCRETE FOUNDATION, AND 20.7 FEET EAST OF THE
 GH0264'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 130
 GH0264'1934.  NOTE-- BM IN TOP CONCRETE FOUNDATION SEMAPHORE 3002.
 GH0264'SEMAPHORE HAS BEEN RELOCATED 1800 FEET NORTH AND RENUMBERED 2992.
 GH0264
 GH0264                          STATION RECOVERY (1945)
 GH0264
 GH0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 GH0264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0237 ***********************************************************************
 GH0237  DESIGNATION -  Q 131
 GH0237  PID         -  GH0237
 GH0237  STATE/COUNTY-  OK/KAY
 GH0237  COUNTRY     -  US
 GH0237  USGS QUAD   -  PONCA CITY NW (2018)
 GH0237
 GH0237                         *CURRENT SURVEY CONTROL
 GH0237  ______________________________________________________________________
 GH0237* NAD 83(1986) POSITION- 36 43 01.     (N) 097 10 25.     (W)   SCALED
 GH0237* NAVD 88 ORTHO HEIGHT -   305.959 (meters)     1003.80  (feet) ADJUSTED
 GH0237  ______________________________________________________________________
 GH0237  GEOID HEIGHT    -        -28.842 (meters)                     GEOID18
 GH0237  DYNAMIC HEIGHT  -        305.696 (meters)     1002.94  (feet) COMP
 GH0237  MODELED GRAVITY -    979,763.2   (mgal)                       NAVD 88
 GH0237
 GH0237  VERT ORDER      -  SECOND    CLASS 0
 GH0237
 GH0237.The horizontal coordinates were scaled from a map and have
 GH0237.an estimated accuracy of +/- 6 seconds.
 GH0237
 GH0237.The orthometric height was determined by differential leveling and
 GH0237.adjusted by the NATIONAL GEODETIC SURVEY
 GH0237.in June 1991.
 GH0237
 GH0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0237.GEOID18 height accuracy estimate available here.
 GH0237
 GH0237.Click photographs - Photos may exist for this station.
 GH0237
 GH0237.The dynamic height is computed by dividing the NAVD 88
 GH0237.geopotential number by the normal gravity value computed on the
 GH0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0237.degrees latitude (g = 980.6199 gals.).
 GH0237
 GH0237.The modeled gravity was interpolated from observed gravity values.
 GH0237
 GH0237;                    North         East    Units  Estimated Accuracy
 GH0237;SPC OK N     -   190,820.      673,830.      MT  (+/- 180 meters Scaled)
 GH0237
 GH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF631650(NAD 83)
 GH0237
 GH0237                          SUPERSEDED SURVEY CONTROL
 GH0237
 GH0237  NGVD 29 (??/??/92)  305.832  (m)         1003.38   (f) ADJ UNCH    2 0
 GH0237
 GH0237.Superseded values are not recommended for survey control.
 GH0237
 GH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0237.See file dsdata.pdf to determine how the superseded data were derived.
 GH0237
 GH0237_MARKER: DB = BENCH MARK DISK
 GH0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0237_STAMPING: Q 131 1934
 GH0237_MARK LOGO: CGS
 GH0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0237+STABILITY: SURFACE MOTION
 GH0237
 GH0237  HISTORY     - Date     Condition        Report By
 GH0237  HISTORY     - 1934     MONUMENTED       CGS
 GH0237
 GH0237                          STATION DESCRIPTION
 GH0237
 GH0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0237'7 MI W FROM PONCA CITY.
 GH0237'ABOUT 7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0237'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 1.0
 GH0237'MILE WEST OF THE SIDING AT BODOCK, ABOUT 0.5 MILE EAST OF THE
 GH0237'SIDING AT EDWARDS, ABOUT 237 FEET WEST OF MILEPOST 137, AT A
 GH0237'DIRT-ROAD CROSSING, 46.5 FEET SOUTH OF THE CENTER LINE OF THE
 GH0237'TRACK, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 3.5 FEET
 GH0237'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 131
 GH0237'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0001 ***********************************************************************
 GH0001  DESIGNATION -  Q 132
 GH0001  PID         -  GH0001
 GH0001  STATE/COUNTY-  OK/OSAGE
 GH0001  COUNTRY     -  US
 GH0001  USGS QUAD   -  PEARSONIA (2018)
 GH0001
 GH0001                         *CURRENT SURVEY CONTROL
 GH0001  ______________________________________________________________________
 GH0001* NAD 83(1986) POSITION- 36 51 16.49   (N) 096 29 12.07   (W)   HD_HELD1
 GH0001* NAVD 88 ORTHO HEIGHT -   353.114 (meters)     1158.51  (feet) ADJUSTED
 GH0001  ______________________________________________________________________
 GH0001  GEOID HEIGHT    -        -28.750 (meters)                     GEOID18
 GH0001  DYNAMIC HEIGHT  -        352.822 (meters)     1157.55  (feet) COMP
 GH0001  MODELED GRAVITY -    979,792.7   (mgal)                       NAVD 88
 GH0001
 GH0001  VERT ORDER      -  SECOND    CLASS 0
 GH0001
 GH0001.The horizontal coordinates were determined by differentially corrected
 GH0001.hand held GPS observations or other comparable positioning techniques
 GH0001.and have an estimated accuracy of +/- 3 meters.
 GH0001
 GH0001.The orthometric height was determined by differential leveling and
 GH0001.adjusted by the NATIONAL GEODETIC SURVEY
 GH0001.in June 1991.
 GH0001
 GH0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0001.GEOID18 height accuracy estimate available here.
 GH0001
 GH0001.Click photographs - Photos may exist for this station.
 GH0001
 GH0001.The dynamic height is computed by dividing the NAVD 88
 GH0001.geopotential number by the normal gravity value computed on the
 GH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0001.degrees latitude (g = 980.6199 gals.).
 GH0001
 GH0001.The modeled gravity was interpolated from observed gravity values.
 GH0001
 GH0001;                    North         East    Units  Estimated Accuracy
 GH0001;SPC OK N     -   206,831.3     734,955.5     MT  (+/- 3 meters HH1 GPS) 
 GH0001
 GH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2407081689(NAD 83)
 GH0001
 GH0001                          SUPERSEDED SURVEY CONTROL
 GH0001
 GH0001  NGVD 29 (??/??/92)  352.985  (m)         1158.09   (f) ADJ UNCH    2 0
 GH0001
 GH0001.Superseded values are not recommended for survey control.
 GH0001
 GH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0001.See file dsdata.pdf to determine how the superseded data were derived.
 GH0001
 GH0001_MARKER: DB = BENCH MARK DISK
 GH0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0001_STAMPING: Q 132 1934
 GH0001_MARK LOGO: CGS
 GH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0001+STABILITY: SURFACE MOTION
 GH0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0001+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 GH0001
 GH0001  HISTORY     - Date     Condition        Report By
 GH0001  HISTORY     - 1934     MONUMENTED       CGS
 GH0001  HISTORY     - 20160613 GOOD             OKDOT
 GH0001
 GH0001                          STATION DESCRIPTION
 GH0001
 GH0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0001'5 MI SE FROM FORAKER.
 GH0001'ABOUT 5 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0001'THE STATION AT FORAKER, OSAGE COUNTY, 0.3 MILE NORTHWEST OF
 GH0001'MILEPOST 219, 175 FEET WEST OF THE NORTH END OF A CULVERT, AT
 GH0001'THE MIDDLE OF A TANGENT BETWEEN TWO CURVES, 30 FEET NORTH OF
 GH0001'THE CENTER LINE OF THE TRACK, AND 6.4 FEET WEST OF A POLE.  A
 GH0001'STANDARD DISK, STAMPED Q 132 1934 AND SET IN THE TOP OF A CONCRETE
 GH0001'POST.
 GH0001
 GH0001                          STATION RECOVERY (2016)
 GH0001
 GH0001'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0001'RAILROAD TRACKS HAVE BEEN REMOVED.  MARK RECOVERED IN GOOD CONDITION
 GH0001'BY OKDOT.  MARK IS 24' SW OF GRAVEL ROAD IN FENCE LINE.  THERE IS AN
 GH0001'OPUS SHARED SOLUTION ON MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0108 ***********************************************************************
 GH0108  DESIGNATION -  Q 133
 GH0108  PID         -  GH0108
 GH0108  STATE/COUNTY-  OK/OSAGE
 GH0108  COUNTRY     -  US
 GH0108  USGS QUAD   -  AVANT (2018)
 GH0108
 GH0108                         *CURRENT SURVEY CONTROL
 GH0108  ______________________________________________________________________
 GH0108* NAD 83(1986) POSITION- 36 29 06.     (N) 096 06 09.     (W)   SCALED
 GH0108* NAVD 88 ORTHO HEIGHT -   224.709 (meters)      737.23  (feet) ADJUSTED
 GH0108  ______________________________________________________________________
 GH0108  GEOID HEIGHT    -        -28.596 (meters)                     GEOID18
 GH0108  DYNAMIC HEIGHT  -        224.521 (meters)      736.62  (feet) COMP
 GH0108  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 GH0108
 GH0108  VERT ORDER      -  SECOND    CLASS 0
 GH0108
 GH0108.The horizontal coordinates were scaled from a map and have
 GH0108.an estimated accuracy of +/- 6 seconds.
 GH0108
 GH0108.The orthometric height was determined by differential leveling and
 GH0108.adjusted by the NATIONAL GEODETIC SURVEY
 GH0108.in June 1991.
 GH0108
 GH0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0108.GEOID18 height accuracy estimate available here.
 GH0108
 GH0108.Click photographs - Photos may exist for this station.
 GH0108
 GH0108.The dynamic height is computed by dividing the NAVD 88
 GH0108.geopotential number by the normal gravity value computed on the
 GH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0108.degrees latitude (g = 980.6199 gals.).
 GH0108
 GH0108.The modeled gravity was interpolated from observed gravity values.
 GH0108
 GH0108;                    North         East    Units  Estimated Accuracy
 GH0108;SPC OK N     -   166,430.      770,010.      MT  (+/- 180 meters Scaled)
 GH0108
 GH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF595416(NAD 83)
 GH0108
 GH0108                          SUPERSEDED SURVEY CONTROL
 GH0108
 GH0108  NGVD 29 (??/??/92)  224.595  (m)          736.86   (f) ADJ UNCH    2 0
 GH0108
 GH0108.Superseded values are not recommended for survey control.
 GH0108
 GH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0108.See file dsdata.pdf to determine how the superseded data were derived.
 GH0108
 GH0108_MARKER: DB = BENCH MARK DISK
 GH0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0108_STAMPING: Q 133 1934
 GH0108_MARK LOGO: CGS
 GH0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0108+STABILITY: SURFACE MOTION
 GH0108
 GH0108  HISTORY     - Date     Condition        Report By
 GH0108  HISTORY     - 1934     MONUMENTED       CGS
 GH0108
 GH0108                          STATION DESCRIPTION
 GH0108
 GH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0108'2.6 MI NW FROM AVANT.
 GH0108'2.6 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0108'STATION AT AVANT, OSAGE COUNTY, 0.4 MILE WEST OF MILEPOST 179,
 GH0108'500 FEET WEST OF THE POINT WHERE A ROAD TURNS TO THE SOUTHWEST
 GH0108'AWAY FROM THE TRACK, AT THE EAST END OF A ROCK CUT, 41 FEET
 GH0108'SOUTH OF THE CENTER LINE OF THE TRACK, AND 9 FEET NORTH OF THE
 GH0108'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 133 1934 AND
 GH0108'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0047 ***********************************************************************
 GH0047  DESIGNATION -  Q 134
 GH0047  PID         -  GH0047
 GH0047  STATE/COUNTY-  OK/OSAGE
 GH0047  COUNTRY     -  US
 GH0047  USGS QUAD   -  WOOLAROC (2018)
 GH0047
 GH0047                         *CURRENT SURVEY CONTROL
 GH0047  ______________________________________________________________________
 GH0047* NAD 83(1986) POSITION- 36 43 47.     (N) 096 02 40.     (W)   SCALED
 GH0047* NAVD 88 ORTHO HEIGHT -   210.755 (meters)      691.45  (feet) ADJUSTED
 GH0047  ______________________________________________________________________
 GH0047  GEOID HEIGHT    -        -28.986 (meters)                     GEOID18
 GH0047  DYNAMIC HEIGHT  -        210.582 (meters)      690.88  (feet) COMP
 GH0047  MODELED GRAVITY -    979,805.2   (mgal)                       NAVD 88
 GH0047
 GH0047  VERT ORDER      -  SECOND    CLASS 0
 GH0047
 GH0047.The horizontal coordinates were scaled from a map and have
 GH0047.an estimated accuracy of +/- 6 seconds.
 GH0047
 GH0047.The orthometric height was determined by differential leveling and
 GH0047.adjusted by the NATIONAL GEODETIC SURVEY
 GH0047.in June 1991.
 GH0047
 GH0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0047.GEOID18 height accuracy estimate available here.
 GH0047
 GH0047.Click photographs - Photos may exist for this station.
 GH0047
 GH0047.The dynamic height is computed by dividing the NAVD 88
 GH0047.geopotential number by the normal gravity value computed on the
 GH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0047.degrees latitude (g = 980.6199 gals.).
 GH0047
 GH0047.The modeled gravity was interpolated from observed gravity values.
 GH0047
 GH0047;                    North         East    Units  Estimated Accuracy
 GH0047;SPC OK N     -   193,680.      774,670.      MT  (+/- 180 meters Scaled)
 GH0047
 GH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF639689(NAD 83)
 GH0047
 GH0047                          SUPERSEDED SURVEY CONTROL
 GH0047
 GH0047  NGVD 29 (??/??/92)  210.638  (m)          691.07   (f) ADJ UNCH    2 0
 GH0047
 GH0047.Superseded values are not recommended for survey control.
 GH0047
 GH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0047.See file dsdata.pdf to determine how the superseded data were derived.
 GH0047
 GH0047_MARKER: DB = BENCH MARK DISK
 GH0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0047_SP_SET: BRIDGE ABUTMENT
 GH0047_STAMPING: Q 134 1934
 GH0047_MARK LOGO: CGS
 GH0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0047
 GH0047  HISTORY     - Date     Condition        Report By
 GH0047  HISTORY     - 1934     MONUMENTED       CGS
 GH0047  HISTORY     - 1971     MARK NOT FOUND   USGS
 GH0047
 GH0047                          STATION DESCRIPTION
 GH0047
 GH0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0047'4.3 MI SW FROM BARTLESVILLE.
 GH0047'IN OSAGE COUNTY, 4.3 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 GH0047'RAILROAD FROM THE STATION AT BARTLESVILLE, WASHINGTON COUNTY, 600
 GH0047'FEET NORTHWEST OF MILEPOST 202, AT STEEL BRIDGE A 202.1 OVER SAND
 GH0047'CREEK, IN THE TOP OF THE SOUTHEAST CONCRETE RETAINING WALL TO THE
 GH0047'SOUTHEAST CONCRETE ABUTMENT, AND 10.5 FEET SOUTHWEST OF THE
 GH0047'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 134 1934.
 GH0047
 GH0047                          STATION RECOVERY (1971)
 GH0047
 GH0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GH0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0508 ***********************************************************************
 GG0508  DESIGNATION -  Q 135
 GG0508  PID         -  GG0508
 GG0508  STATE/COUNTY-  OK/NOWATA
 GG0508  COUNTRY     -  US
 GG0508  USGS QUAD   -  NOWATA EAST (2019)
 GG0508
 GG0508                         *CURRENT SURVEY CONTROL
 GG0508  ______________________________________________________________________
 GG0508* NAD 83(1986) POSITION- 36 41 56.     (N) 095 35 55.     (W)   SCALED
 GG0508* NAVD 88 ORTHO HEIGHT -   217.109 (meters)      712.30  (feet) ADJUSTED
 GG0508  ______________________________________________________________________
 GG0508  GEOID HEIGHT    -        -29.381 (meters)                     GEOID18
 GG0508  DYNAMIC HEIGHT  -        216.929 (meters)      711.71  (feet) COMP
 GG0508  MODELED GRAVITY -    979,798.1   (mgal)                       NAVD 88
 GG0508
 GG0508  VERT ORDER      -  SECOND    CLASS 0
 GG0508
 GG0508.The horizontal coordinates were scaled from a map and have
 GG0508.an estimated accuracy of +/- 6 seconds.
 GG0508
 GG0508.The orthometric height was determined by differential leveling and
 GG0508.adjusted by the NATIONAL GEODETIC SURVEY
 GG0508.in June 1991.
 GG0508
 GG0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0508.GEOID18 height accuracy estimate available here.
 GG0508
 GG0508.Click photographs - Photos may exist for this station.
 GG0508
 GG0508.The dynamic height is computed by dividing the NAVD 88
 GG0508.geopotential number by the normal gravity value computed on the
 GG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0508.degrees latitude (g = 980.6199 gals.).
 GG0508
 GG0508.The modeled gravity was interpolated from observed gravity values.
 GG0508
 GG0508;                    North         East    Units  Estimated Accuracy
 GG0508;SPC OK N     -   191,160.      814,570.      MT  (+/- 180 meters Scaled)
 GG0508
 GG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA678646(NAD 83)
 GG0508
 GG0508                          SUPERSEDED SURVEY CONTROL
 GG0508
 GG0508  NGVD 29 (??/??/92)  216.982  (m)          711.88   (f) ADJ UNCH    2 0
 GG0508
 GG0508.Superseded values are not recommended for survey control.
 GG0508
 GG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0508.See file dsdata.pdf to determine how the superseded data were derived.
 GG0508
 GG0508_MARKER: DB = BENCH MARK DISK
 GG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0508_STAMPING: Q 135 1934
 GG0508_MARK LOGO: CGS
 GG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0508+STABILITY: SURFACE MOTION
 GG0508
 GG0508  HISTORY     - Date     Condition        Report By
 GG0508  HISTORY     - 1934     MONUMENTED       CGS
 GG0508  HISTORY     - 1972     MARK NOT FOUND   USGS
 GG0508  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0508
 GG0508                          STATION DESCRIPTION
 GG0508
 GG0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0508'2.8 MI E FROM NOWATA.
 GG0508'2.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE MISSOURI PACIFIC
 GG0508'RAILROAD STATION AT NOWATA, NOWATA COUNTY, 0.25 MILE WEST OF
 GG0508'A NORTH-AND-SOUTH DIRT-ROAD CROSSING, 550 FEET WEST OF A CONCRETE
 GG0508'CULVERT, 67 FEET WEST OF POLE S.P.L. 1470, 33.5 FEET SOUTH OF
 GG0508'THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET EAST OF THE
 GG0508'NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED Q 135
 GG0508'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0508
 GG0508                          STATION RECOVERY (1972)
 GG0508
 GG0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GG0508'MARK NOT FOUND.
 GG0508
 GG0508                          STATION RECOVERY (1988)
 GG0508
 GG0508'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0508'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0089 ***********************************************************************
 GH0089  DESIGNATION -  Q 136
 GH0089  PID         -  GH0089
 GH0089  STATE/COUNTY-  OK/OSAGE
 GH0089  COUNTRY     -  US
 GH0089  USGS QUAD   -  CLEVELAND (2018)
 GH0089
 GH0089                         *CURRENT SURVEY CONTROL
 GH0089  ______________________________________________________________________
 GH0089* NAD 83(1986) POSITION- 36 19 34.     (N) 096 24 02.     (W)   SCALED
 GH0089* NAVD 88 ORTHO HEIGHT -   255.487 (meters)      838.21  (feet) ADJUSTED
 GH0089  ______________________________________________________________________
 GH0089  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 GH0089  DYNAMIC HEIGHT  -        255.268 (meters)      837.49  (feet) COMP
 GH0089  MODELED GRAVITY -    979,767.7   (mgal)                       NAVD 88
 GH0089
 GH0089  VERT ORDER      -  SECOND    CLASS 0
 GH0089
 GH0089.The horizontal coordinates were scaled from a map and have
 GH0089.an estimated accuracy of +/- 6 seconds.
 GH0089
 GH0089.The orthometric height was determined by differential leveling and
 GH0089.adjusted by the NATIONAL GEODETIC SURVEY
 GH0089.in June 1991.
 GH0089
 GH0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0089.GEOID18 height accuracy estimate available here.
 GH0089
 GH0089.Click photographs - Photos may exist for this station.
 GH0089
 GH0089.The dynamic height is computed by dividing the NAVD 88
 GH0089.geopotential number by the normal gravity value computed on the
 GH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0089.degrees latitude (g = 980.6199 gals.).
 GH0089
 GH0089.The modeled gravity was interpolated from observed gravity values.
 GH0089
 GH0089;                    North         East    Units  Estimated Accuracy
 GH0089;SPC OK N     -   148,320.      743,600.      MT  (+/- 180 meters Scaled)
 GH0089
 GH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF333232(NAD 83)
 GH0089
 GH0089                          SUPERSEDED SURVEY CONTROL
 GH0089
 GH0089  NGVD 29 (??/??/92)  255.379  (m)          837.86   (f) ADJ UNCH    2 0
 GH0089
 GH0089.Superseded values are not recommended for survey control.
 GH0089
 GH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0089.See file dsdata.pdf to determine how the superseded data were derived.
 GH0089
 GH0089_MARKER: DB = BENCH MARK DISK
 GH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0089_STAMPING: Q 136 134
 GH0089_MARK LOGO: CGS
 GH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0089+STABILITY: SURFACE MOTION
 GH0089
 GH0089  HISTORY     - Date     Condition        Report By
 GH0089  HISTORY     - 1934     MONUMENTED       CGS
 GH0089
 GH0089                          STATION DESCRIPTION
 GH0089
 GH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0089'2.7 MI N FROM OSAGE.
 GH0089'2.7 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0089'THE STATION AT OSAGE, OSAGE COUNTY, 2200 FEET NORTH OF MILEPOST
 GH0089'243, 2100 FEET NORTH OF SEMAPHORE 243.0, 330 FEET NORTH OF A
 GH0089'STONE CULVERT, 100 FEET NORTH OF POLE 2750, 48.5 FEET EAST OF
 GH0089'THE CENTERLINE OF THE TRACK, AND ON THE SOUTH SIDE OF A RIDGE.
 GH0089'A STANDARD DISK, STAMPED Q 136 134 AND SET IN THE TOP OF A
 GH0089'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0439 ***********************************************************************
 GG0439  DESIGNATION -  Q 137
 GG0439  PID         -  GG0439
 GG0439  STATE/COUNTY-  OK/TULSA
 GG0439  COUNTRY     -  US
 GG0439  USGS QUAD   -  BROKEN ARROW (2019)
 GG0439
 GG0439                         *CURRENT SURVEY CONTROL
 GG0439  ______________________________________________________________________
 GG0439* NAD 83(1986) POSITION- 36 04 31.     (N) 095 50 07.     (W)   SCALED
 GG0439* NAVD 88 ORTHO HEIGHT -   215.947 (meters)      708.49  (feet) ADJUSTED
 GG0439  ______________________________________________________________________
 GG0439  GEOID HEIGHT    -        -29.084 (meters)                     GEOID18
 GG0439  DYNAMIC HEIGHT  -        215.756 (meters)      707.86  (feet) COMP
 GG0439  MODELED GRAVITY -    979,746.3   (mgal)                       NAVD 88
 GG0439
 GG0439  VERT ORDER      -  SECOND    CLASS 0
 GG0439
 GG0439.The horizontal coordinates were scaled from a map and have
 GG0439.an estimated accuracy of +/- 6 seconds.
 GG0439
 GG0439.The orthometric height was determined by differential leveling and
 GG0439.adjusted by the NATIONAL GEODETIC SURVEY
 GG0439.in June 1991.
 GG0439
 GG0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0439.GEOID18 height accuracy estimate available here.
 GG0439
 GG0439.Click photographs - Photos may exist for this station.
 GG0439
 GG0439.The dynamic height is computed by dividing the NAVD 88
 GG0439.geopotential number by the normal gravity value computed on the
 GG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0439.degrees latitude (g = 980.6199 gals.).
 GG0439
 GG0439.The modeled gravity was interpolated from observed gravity values.
 GG0439
 GG0439;                    North         East    Units  Estimated Accuracy
 GG0439;SPC OK N     -   121,480.      794,970.      MT  (+/- 180 meters Scaled)
 GG0439
 GG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV446960(NAD 83)
 GG0439
 GG0439                          SUPERSEDED SURVEY CONTROL
 GG0439
 GG0439  NGVD 29 (??/??/92)  215.827  (m)          708.09   (f) ADJ UNCH    2 0
 GG0439
 GG0439.Superseded values are not recommended for survey control.
 GG0439
 GG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0439.See file dsdata.pdf to determine how the superseded data were derived.
 GG0439
 GG0439_MARKER: DB = BENCH MARK DISK
 GG0439_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0439_STAMPING: Q 137 1934
 GG0439_MARK LOGO: CGS
 GG0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0439
 GG0439  HISTORY     - Date     Condition        Report By
 GG0439  HISTORY     - 1934     MONUMENTED       CGS
 GG0439  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0439
 GG0439                          STATION DESCRIPTION
 GG0439
 GG0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0439'2.1 MI SE FROM ALSUMA.
 GG0439'ABOUT 1980 FEET NORTHWEST OF M.P. 289, 47.5 FEET SOUTHWEST
 GG0439'OF CENTERLINE OF MISSOURI, KANSAS, TEXAS R.R., 45 FEET NORTH
 GG0439'OF CENTERLINE OF EAST-WEST OIL ROAD CROSSING, 3.5 FEET NORTHEAST
 GG0439'OF TELEPHONE POLE 381, 2.5 FEET NORTHEAST OF R/W FENCE.
 GG0439
 GG0439                          STATION RECOVERY (1994)
 GG0439
 GG0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0027 ***********************************************************************
 FJ0027  DESIGNATION -  Q 138
 FJ0027  PID         -  FJ0027
 FJ0027  STATE/COUNTY-  OK/CREEK
 FJ0027  COUNTRY     -  US
 FJ0027  USGS QUAD   -  BRISTOW (2018)
 FJ0027
 FJ0027                         *CURRENT SURVEY CONTROL
 FJ0027  ______________________________________________________________________
 FJ0027* NAD 83(1986) POSITION- 35 49 09.     (N) 096 24 51.     (W)   SCALED
 FJ0027* NAVD 88 ORTHO HEIGHT -   239.473 (meters)      785.67  (feet) ADJUSTED
 FJ0027  ______________________________________________________________________
 FJ0027  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 FJ0027  DYNAMIC HEIGHT  -        239.255 (meters)      784.96  (feet) COMP
 FJ0027  MODELED GRAVITY -    979,720.6   (mgal)                       NAVD 88
 FJ0027
 FJ0027  VERT ORDER      -  SECOND    CLASS 0
 FJ0027
 FJ0027.The horizontal coordinates were scaled from a map and have
 FJ0027.an estimated accuracy of +/- 6 seconds.
 FJ0027
 FJ0027.The orthometric height was determined by differential leveling and
 FJ0027.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0027.in June 1991.
 FJ0027
 FJ0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0027.GEOID18 height accuracy estimate available here.
 FJ0027
 FJ0027.Click photographs - Photos may exist for this station.
 FJ0027
 FJ0027.The dynamic height is computed by dividing the NAVD 88
 FJ0027.geopotential number by the normal gravity value computed on the
 FJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0027.degrees latitude (g = 980.6199 gals.).
 FJ0027
 FJ0027.The modeled gravity was interpolated from observed gravity values.
 FJ0027
 FJ0027;                    North         East    Units  Estimated Accuracy
 FJ0027;SPC OK N     -    92,060.      743,300.      MT  (+/- 180 meters Scaled)
 FJ0027
 FJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE336669(NAD 83)
 FJ0027
 FJ0027                          SUPERSEDED SURVEY CONTROL
 FJ0027
 FJ0027  NGVD 29 (??/??/92)  239.361  (m)          785.30   (f) ADJ UNCH    2 0
 FJ0027
 FJ0027.Superseded values are not recommended for survey control.
 FJ0027
 FJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0027.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0027
 FJ0027_MARKER: DB = BENCH MARK DISK
 FJ0027_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0027_STAMPING: Q 138 1934
 FJ0027_MARK LOGO: CGS
 FJ0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0027
 FJ0027  HISTORY     - Date     Condition        Report By
 FJ0027  HISTORY     - 1934     MONUMENTED       CGS
 FJ0027  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0027
 FJ0027                          STATION DESCRIPTION
 FJ0027
 FJ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0027'1.8 MI SW FROM BRISTOW.
 FJ0027'1.8 MILES SOUTHWEST OF, ALONG SLSFRY, 625 FEET WEST OF WEST END
 FJ0027'OF STEEL RAILWAY TRESTLE 460.7 OVER CAT FISH CREEK, 350 FEET
 FJ0027'NORTHEAST OF M.P. 460-30, 48 FEET NORTH OF CENTERLINE OF ST.
 FJ0027'LOUIS AND SAN FRANCISCO RY., 2 FEET SOUTH OF RIGHT OF WAY FENCE.
 FJ0027'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- THE R/W FENCE HAS
 FJ0027'BEEN MOVED.
 FJ0027
 FJ0027                          STATION RECOVERY (1973)
 FJ0027
 FJ0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0511 ***********************************************************************
 FH0511  DESIGNATION -  Q 139
 FH0511  PID         -  FH0511
 FH0511  STATE/COUNTY-  OK/WAGONER
 FH0511  COUNTRY     -  US
 FH0511  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0511
 FH0511                         *CURRENT SURVEY CONTROL
 FH0511  ______________________________________________________________________
 FH0511* NAD 83(1986) POSITION- 35 49 35.     (N) 095 22 24.     (W)   SCALED
 FH0511* NAVD 88 ORTHO HEIGHT -   168.887 (meters)      554.09  (feet) ADJUSTED
 FH0511  ______________________________________________________________________
 FH0511  GEOID HEIGHT    -        -29.400 (meters)                     GEOID18
 FH0511  DYNAMIC HEIGHT  -        168.736 (meters)      553.59  (feet) COMP
 FH0511  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 FH0511
 FH0511  VERT ORDER      -  SECOND    CLASS 0
 FH0511
 FH0511.The horizontal coordinates were scaled from a map and have
 FH0511.an estimated accuracy of +/- 6 seconds.
 FH0511
 FH0511.The orthometric height was determined by differential leveling and
 FH0511.adjusted by the NATIONAL GEODETIC SURVEY
 FH0511.in June 1991.
 FH0511
 FH0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0511.GEOID18 height accuracy estimate available here.
 FH0511
 FH0511.Click photographs - Photos may exist for this station.
 FH0511
 FH0511.The dynamic height is computed by dividing the NAVD 88
 FH0511.geopotential number by the normal gravity value computed on the
 FH0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0511.degrees latitude (g = 980.6199 gals.).
 FH0511
 FH0511.The modeled gravity was interpolated from observed gravity values.
 FH0511
 FH0511;                    North         East    Units  Estimated Accuracy
 FH0511;SPC OK N     -    94,900.      837,310.      MT  (+/- 180 meters Scaled)
 FH0511
 FH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV856672(NAD 83)
 FH0511
 FH0511                          SUPERSEDED SURVEY CONTROL
 FH0511
 FH0511  NGVD 29 (??/??/92)  168.775  (m)          553.72   (f) ADJ UNCH    2 0
 FH0511
 FH0511.Superseded values are not recommended for survey control.
 FH0511
 FH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0511.See file dsdata.pdf to determine how the superseded data were derived.
 FH0511
 FH0511_MARKER: DB = BENCH MARK DISK
 FH0511_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0511_STAMPING: Q 139 1934
 FH0511_MARK LOGO: CGS
 FH0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0511
 FH0511  HISTORY     - Date     Condition        Report By
 FH0511  HISTORY     - 1934     MONUMENTED       CGS
 FH0511  HISTORY     - 1960     GOOD             CGS
 FH0511
 FH0511                          STATION DESCRIPTION
 FH0511
 FH0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0511'2.6 MI W FROM WYBARK.
 FH0511'2.6 MILES WEST OF, ALONG M.K.T. RY, FROM STATION ABOUT 1440
 FH0511'FEET WEST OF M.P. 322, ABOUT 200 FEET WEST OF WEST END OF WOODEN
 FH0511'RAILROAD TRESTLE Z321.7, ALSO USED AS DIRT ROAD UNDER PASS, 45
 FH0511'FEET NORTH OF DOUBLE TELEPHONE POLES L1647, 40.4 FEET SOUTH
 FH0511'OF CENTERLINE OF MISSOURI, KANSAS, TEXAS R.R.  TABLET SET IN
 FH0511'PRECAST CONCRETE POST.
 FH0511
 FH0511                          STATION RECOVERY (1960)
 FH0511
 FH0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB3359 ***********************************************************************
 AB3359  DESIGNATION -  Q 14 RESET
 AB3359  PID         -  AB3359
 AB3359  STATE/COUNTY-  OK/TEXAS
 AB3359  COUNTRY     -  US
 AB3359  USGS QUAD   -  GOODWELL NE (2018)
 AB3359
 AB3359                         *CURRENT SURVEY CONTROL
 AB3359  ______________________________________________________________________
 AB3359* NAD 83(1986) POSITION- 36 38 30.     (N) 101 32 40.     (W)   SCALED
 AB3359* NAVD 88 ORTHO HEIGHT -   970.62  (meters)     3184.4   (feet) RESET
 AB3359  ______________________________________________________________________
 AB3359  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 AB3359  VERT ORDER      -  THIRD
 AB3359
 AB3359.The horizontal coordinates were scaled from a map and have
 AB3359.an estimated accuracy of +/- 6 seconds.
 AB3359
 AB3359.The orthometric height was computed from unverified reset data.
 AB3359
 AB3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3359.GEOID18 height accuracy estimate available here.
 AB3359
 AB3359.Click photographs - Photos may exist for this station.
 AB3359
 AB3359;                    North         East    Units  Estimated Accuracy
 AB3359;SPC OK N     -   187,940.      283,110.      MT  (+/- 180 meters Scaled)
 AB3359
 AB3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF725581(NAD 83)
 AB3359
 AB3359                          SUPERSEDED SURVEY CONTROL
 AB3359
 AB3359.No superseded survey control is available for this station.
 AB3359
 AB3359_MARKER: DB = BENCH MARK DISK
 AB3359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3359_SP_SET: CULVERT HEADWALL
 AB3359_STAMPING: Q 14 RESET 1961
 AB3359_MARK LOGO: CGS
 AB3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3359+STABILITY: SURFACE MOTION
 AB3359
 AB3359  HISTORY     - Date     Condition        Report By
 AB3359  HISTORY     - 1961     MONUMENTED       OKDH
 AB3359
 AB3359                          STATION DESCRIPTION
 AB3359
 AB3359'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1961
 AB3359'4.6 MILES (7.4 KM) SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 AB3359'PACIFIC RAILWAY FROM THE STATION IN GUYMON, ABOUT 7 POLES SOUTHWEST OF
 AB3359'MILEPOST 478, 90 FEET (27.4 M) SOUTHEAST OF THE CENTERLINE OF THE
 AB3359'TRACK, AND IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 AB3359'OF A 8-FOOT CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0616 ***********************************************************************
 FH0616  DESIGNATION -  Q 140
 FH0616  PID         -  FH0616
 FH0616  STATE/COUNTY-  OK/HASKELL
 FH0616  COUNTRY     -  US
 FH0616  USGS QUAD   -  STIGLER EAST (2018)
 FH0616
 FH0616                         *CURRENT SURVEY CONTROL
 FH0616  ______________________________________________________________________
 FH0616* NAD 83(1986) POSITION- 35 15 12.2    (N) 095 07 26.5    (W)   HD_HELD2
 FH0616* NAVD 88 ORTHO HEIGHT -   177.863 (meters)      583.54  (feet) ADJUSTED
 FH0616  ______________________________________________________________________
 FH0616  GEOID HEIGHT    -        -30.622 (meters)                     GEOID18
 FH0616  DYNAMIC HEIGHT  -        177.691 (meters)      582.97  (feet) COMP
 FH0616  MODELED GRAVITY -    979,664.8   (mgal)                       NAVD 88
 FH0616
 FH0616  VERT ORDER      -  SECOND    CLASS 0
 FH0616
 FH0616.The horizontal coordinates were established by autonomous hand held GPS
 FH0616.observations and have an estimated accuracy of +/- 10 meters.
 FH0616
 FH0616.The orthometric height was determined by differential leveling and
 FH0616.adjusted by the NATIONAL GEODETIC SURVEY
 FH0616.in June 1991.
 FH0616
 FH0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0616.GEOID18 height accuracy estimate available here.
 FH0616
 FH0616.Click photographs - Photos may exist for this station.
 FH0616
 FH0616.The dynamic height is computed by dividing the NAVD 88
 FH0616.geopotential number by the normal gravity value computed on the
 FH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0616.degrees latitude (g = 980.6199 gals.).
 FH0616
 FH0616.The modeled gravity was interpolated from observed gravity values.
 FH0616
 FH0616;                    North         East    Units  Estimated Accuracy
 FH0616;SPC OK S     -   216,715.      861,696.      MT  (+/- 10 meters HH2 GPS)
 FH0616
 FH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0676303211(NAD 83)
 FH0616
 FH0616                          SUPERSEDED SURVEY CONTROL
 FH0616
 FH0616  NGVD 29 (??/??/92)  177.755  (m)          583.18   (f) ADJ UNCH    2 0
 FH0616
 FH0616.Superseded values are not recommended for survey control.
 FH0616
 FH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0616.See file dsdata.pdf to determine how the superseded data were derived.
 FH0616
 FH0616_MARKER: DB = BENCH MARK DISK
 FH0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0616_SP_SET: WALL
 FH0616_STAMPING: Q 140 1934
 FH0616_MARK LOGO: CGS
 FH0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0616
 FH0616  HISTORY     - Date     Condition        Report By
 FH0616  HISTORY     - 1934     MONUMENTED       CGS
 FH0616  HISTORY     - 1959     GOOD             CGS
 FH0616  HISTORY     - 20021008 GOOD             OKDOT
 FH0616
 FH0616                          STATION DESCRIPTION
 FH0616
 FH0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0616'AT STIGLER.
 FH0616'AT STIGLER, HASKELL COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 FH0616'FACE OF THE NORTH BRICK WALL, 41.5 FEET EAST OF THE CENTER OF
 FH0616'THE NORTH FRONT ENTRANCE, 1.5 FEET WEST OF THE NORTHEAST CORNER
 FH0616'OF THE BUILDING, AND ABOUT 4 FEET ABOVE THE GROUND.
 FH0616
 FH0616                          STATION RECOVERY (2002)
 FH0616
 FH0616'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (BIW)
 FH0616'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0498 ***********************************************************************
 FJ0498  DESIGNATION -  Q 141
 FJ0498  PID         -  FJ0498
 FJ0498  STATE/COUNTY-  OK/MCCLAIN
 FJ0498  COUNTRY     -  US
 FJ0498  USGS QUAD   -  DIBBLE (2018)
 FJ0498
 FJ0498                         *CURRENT SURVEY CONTROL
 FJ0498  ______________________________________________________________________
 FJ0498* NAD 83(1986) POSITION- 35 07 05.     (N) 097 38 15.     (W)   SCALED
 FJ0498* NAVD 88 ORTHO HEIGHT -   358.592 (meters)     1176.48  (feet) ADJUSTED
 FJ0498  ______________________________________________________________________
 FJ0498  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 FJ0498  DYNAMIC HEIGHT  -        358.237 (meters)     1175.32  (feet) COMP
 FJ0498  MODELED GRAVITY -    979,634.5   (mgal)                       NAVD 88
 FJ0498
 FJ0498  VERT ORDER      -  SECOND    CLASS 0
 FJ0498
 FJ0498.The horizontal coordinates were scaled from a map and have
 FJ0498.an estimated accuracy of +/- 6 seconds.
 FJ0498
 FJ0498.The orthometric height was determined by differential leveling and
 FJ0498.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0498.in June 1991.
 FJ0498
 FJ0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0498.GEOID18 height accuracy estimate available here.
 FJ0498
 FJ0498.Click photographs - Photos may exist for this station.
 FJ0498
 FJ0498.The dynamic height is computed by dividing the NAVD 88
 FJ0498.geopotential number by the normal gravity value computed on the
 FJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0498.degrees latitude (g = 980.6199 gals.).
 FJ0498
 FJ0498.The modeled gravity was interpolated from observed gravity values.
 FJ0498
 FJ0498;                    North         East    Units  Estimated Accuracy
 FJ0498;SPC OK S     -   198,030.      633,040.      MT  (+/- 180 meters Scaled)
 FJ0498
 FJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD241869(NAD 83)
 FJ0498
 FJ0498                          SUPERSEDED SURVEY CONTROL
 FJ0498
 FJ0498  NGVD 29 (??/??/92)  358.479  (m)         1176.11   (f) ADJ UNCH    2 0
 FJ0498
 FJ0498.Superseded values are not recommended for survey control.
 FJ0498
 FJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0498.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0498
 FJ0498_MARKER: DB = BENCH MARK DISK
 FJ0498_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0498_STAMPING: Q 141 1934
 FJ0498_MARK LOGO: CGS
 FJ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0498
 FJ0498  HISTORY     - Date     Condition        Report By
 FJ0498  HISTORY     - 1934     MONUMENTED       CGS
 FJ0498  HISTORY     - 1963     MARK NOT FOUND   USGS
 FJ0498
 FJ0498                          STATION DESCRIPTION
 FJ0498
 FJ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0498'2.9 MI E FROM BLANCHARD.
 FJ0498'ALONG A.T. AND S.F. RY, FROM STATION, ABOUT 0.2 MILE WEST OF
 FJ0498'MILEPOST 106, ABOUT 0.1 MILE SOUTHWEST OF E.G. ATCHINSON FARM
 FJ0498'HOUSE, 57.4 FEET SOUTHEAST OF CENTERLINE OF FARM ROAD AT RAILROAD
 FJ0498'CROSSING, 47.6 FEET SOUTH OF CENTERLINE OF ATCH.T. AND SANTA FE.
 FJ0498'RY., 33.4 FEET EAST OF CENTERLINE OF FARM ROAD, 24.8 FEET EAST OF
 FJ0498'EAST END OF WIRE GATE, 2.2 FEET NORTH OF FENCE PARALLELING
 FJ0498'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0498
 FJ0498                          STATION RECOVERY (1963)
 FJ0498
 FJ0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FJ0498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0385 ***********************************************************************
 EL0385  DESIGNATION -  Q 142
 EL0385  PID         -  EL0385
 EL0385  STATE/COUNTY-  OK/MCCLAIN
 EL0385  COUNTRY     -  US
 EL0385  USGS QUAD   -  WAYNE (2018)
 EL0385
 EL0385                         *CURRENT SURVEY CONTROL
 EL0385  ______________________________________________________________________
 EL0385* NAD 83(1986) POSITION- 34 57 48.     (N) 097 21 07.     (W)   SCALED
 EL0385* NAVD 88 ORTHO HEIGHT -   325.328 (meters)     1067.35  (feet) ADJUSTED
 EL0385  ______________________________________________________________________
 EL0385  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 EL0385  DYNAMIC HEIGHT  -        325.011 (meters)     1066.31  (feet) COMP
 EL0385  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 EL0385
 EL0385  VERT ORDER      -  SECOND    CLASS 0
 EL0385
 EL0385.The horizontal coordinates were scaled from a map and have
 EL0385.an estimated accuracy of +/- 6 seconds.
 EL0385
 EL0385.The orthometric height was determined by differential leveling and
 EL0385.adjusted by the NATIONAL GEODETIC SURVEY
 EL0385.in June 1991.
 EL0385
 EL0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0385.GEOID18 height accuracy estimate available here.
 EL0385
 EL0385.Click photographs - Photos may exist for this station.
 EL0385
 EL0385.The dynamic height is computed by dividing the NAVD 88
 EL0385.geopotential number by the normal gravity value computed on the
 EL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0385.degrees latitude (g = 980.6199 gals.).
 EL0385
 EL0385.The modeled gravity was interpolated from observed gravity values.
 EL0385
 EL0385;                    North         East    Units  Estimated Accuracy
 EL0385;SPC OK S     -   181,000.      659,180.      MT  (+/- 180 meters Scaled)
 EL0385
 EL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD504702(NAD 83)
 EL0385
 EL0385                          SUPERSEDED SURVEY CONTROL
 EL0385
 EL0385  NGVD 29 (??/??/92)  325.230  (m)         1067.03   (f) ADJ UNCH    2 0
 EL0385
 EL0385.Superseded values are not recommended for survey control.
 EL0385
 EL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0385.See file dsdata.pdf to determine how the superseded data were derived.
 EL0385
 EL0385_MARKER: DB = BENCH MARK DISK
 EL0385_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0385_STAMPING: Q 142 1934
 EL0385_MARK LOGO: CGS
 EL0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0385
 EL0385  HISTORY     - Date     Condition        Report By
 EL0385  HISTORY     - 1934     MONUMENTED       CGS
 EL0385  HISTORY     - 19970429 MARK NOT FOUND   NGS
 EL0385
 EL0385                          STATION DESCRIPTION
 EL0385
 EL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0385'3.5 MI S FROM PURCELL.
 EL0385'3.5 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 EL0385'FROM THE STATION AT PURCELL, 0.1 MILE NORTH OF MILEPOST 514, 475
 EL0385'FEET SOUTHWEST OF A TENANT HOUSE, AT A FARM-ROAD CROSSING, 66.6
 EL0385'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 60.3 FEET WEST OF
 EL0385'THE CENTERLINE OF THE TRACK, 22 FEET SOUTHEAST OF THE SOUTH END
 EL0385'OF A GATE, 14.6 FEET EAST OF A FENCE PARALLELING THE TRACK, AND
 EL0385'6.2 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED Q 142 1934 AND
 EL0385'SET IN THE TOP OF A CONCRETE POST.
 EL0385
 EL0385                          STATION RECOVERY (1997)
 EL0385
 EL0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 EL0385'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0516 ***********************************************************************
 FJ0516  DESIGNATION -  Q 143
 FJ0516  PID         -  FJ0516
 FJ0516  STATE/COUNTY-  OK/OKLAHOMA
 FJ0516  COUNTRY     -  US
 FJ0516  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0516
 FJ0516                         *CURRENT SURVEY CONTROL
 FJ0516  ______________________________________________________________________
 FJ0516* NAD 83(1986) POSITION- 35 26 25.     (N) 097 30 42.     (W)   SCALED
 FJ0516* NAVD 88 ORTHO HEIGHT -   363.699 (meters)     1193.24  (feet) ADJUSTED
 FJ0516  ______________________________________________________________________
 FJ0516  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 FJ0516  DYNAMIC HEIGHT  -        363.350 (meters)     1192.09  (feet) COMP
 FJ0516  MODELED GRAVITY -    979,665.4   (mgal)                       NAVD 88
 FJ0516
 FJ0516  VERT ORDER      -  SECOND    CLASS 0
 FJ0516
 FJ0516.The horizontal coordinates were scaled from a map and have
 FJ0516.an estimated accuracy of +/- 6 seconds.
 FJ0516
 FJ0516.The orthometric height was determined by differential leveling and
 FJ0516.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0516.in August 1994.
 FJ0516
 FJ0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0516.GEOID18 height accuracy estimate available here.
 FJ0516
 FJ0516.Click photographs - Photos may exist for this station.
 FJ0516
 FJ0516.The dynamic height is computed by dividing the NAVD 88
 FJ0516.geopotential number by the normal gravity value computed on the
 FJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0516.degrees latitude (g = 980.6199 gals.).
 FJ0516
 FJ0516.The modeled gravity was interpolated from observed gravity values.
 FJ0516
 FJ0516;                    North         East    Units  Estimated Accuracy
 FJ0516;SPC OK N     -    48,960.      644,340.      MT  (+/- 180 meters Scaled)
 FJ0516
 FJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE350228(NAD 83)
 FJ0516
 FJ0516                          SUPERSEDED SURVEY CONTROL
 FJ0516
 FJ0516  NAVD 88 (06/15/91)  363.773  (m)         1193.48   (f) SUPERSEDED  2 0
 FJ0516  NGVD 29 (??/??/92)  363.645  (m)         1193.06   (f) ADJ UNCH    2 0
 FJ0516
 FJ0516.Superseded values are not recommended for survey control.
 FJ0516
 FJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0516.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0516
 FJ0516_MARKER: DB = BENCH MARK DISK
 FJ0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0516_SP_SET: ABUTMENT
 FJ0516_STAMPING: Q 143 1934
 FJ0516_MARK LOGO: CGS
 FJ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0516
 FJ0516  HISTORY     - Date     Condition        Report By
 FJ0516  HISTORY     - 1934     MONUMENTED       CGS
 FJ0516  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0516  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0516
 FJ0516                          STATION DESCRIPTION
 FJ0516
 FJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0516'1.8 MI S FROM OKLAHOMA.
 FJ0516'1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0516'FROM THE STATION AT OKLAHOMA CITY, OKLAHOMA COUNTY, 113 FEET
 FJ0516'SOUTHEAST OF THE MARKER AT BURNETT SIDING, AT BRIDGE 385 C, IN
 FJ0516'THE TOP OF THE NORTHWEST ABUTMENT, 1.2 FEET SOUTHWEST OF THE
 FJ0516'NORTHEAST END, 3.1 FEET NORTH OF THE NORTHWEST END OF THE STEEL
 FJ0516'BANISTER, AND 10.7 FEET NORTHEAST OF THE CENTERLINE OF THE
 FJ0516'TRACK.  A STANDARD DISK, STAMPED Q 143 1934.
 FJ0516
 FJ0516                          STATION RECOVERY (1984)
 FJ0516
 FJ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0516'MARK NOT FOUND.
 FJ0516
 FJ0516                          STATION RECOVERY (1985)
 FJ0516
 FJ0516'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0516'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0296 ***********************************************************************
 FJ0296  DESIGNATION -  Q 144
 FJ0296  PID         -  FJ0296
 FJ0296  STATE/COUNTY-  OK/LOGAN
 FJ0296  COUNTRY     -  US
 FJ0296  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0296
 FJ0296                         *CURRENT SURVEY CONTROL
 FJ0296  ______________________________________________________________________
 FJ0296* NAD 83(1986) POSITION- 35 56 30.     (N) 097 25 10.     (W)   SCALED
 FJ0296* NAVD 88 ORTHO HEIGHT -   279.171 (meters)      915.91  (feet) ADJUSTED
 FJ0296  ______________________________________________________________________
 FJ0296  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 FJ0296  DYNAMIC HEIGHT  -        278.916 (meters)      915.08  (feet) COMP
 FJ0296  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 FJ0296
 FJ0296  VERT ORDER      -  SECOND    CLASS 0
 FJ0296
 FJ0296.The horizontal coordinates were scaled from a map and have
 FJ0296.an estimated accuracy of +/- 6 seconds.
 FJ0296
 FJ0296.The orthometric height was determined by differential leveling and
 FJ0296.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0296.in June 1991.
 FJ0296
 FJ0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0296.GEOID18 height accuracy estimate available here.
 FJ0296
 FJ0296.Click photographs - Photos may exist for this station.
 FJ0296
 FJ0296.The dynamic height is computed by dividing the NAVD 88
 FJ0296.geopotential number by the normal gravity value computed on the
 FJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0296.degrees latitude (g = 980.6199 gals.).
 FJ0296
 FJ0296.The modeled gravity was interpolated from observed gravity values.
 FJ0296
 FJ0296;                    North         East    Units  Estimated Accuracy
 FJ0296;SPC OK N     -   104,640.      652,380.      MT  (+/- 180 meters Scaled)
 FJ0296
 FJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE425786(NAD 83)
 FJ0296
 FJ0296                          SUPERSEDED SURVEY CONTROL
 FJ0296
 FJ0296  NGVD 29 (??/??/92)  279.044  (m)          915.50   (f) ADJ UNCH    2 0
 FJ0296
 FJ0296.Superseded values are not recommended for survey control.
 FJ0296
 FJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0296.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0296
 FJ0296_MARKER: DB = BENCH MARK DISK
 FJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0296_STAMPING: Q 144 1934
 FJ0296_MARK LOGO: CGS
 FJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0296+STABILITY: SURFACE MOTION
 FJ0296
 FJ0296  HISTORY     - Date     Condition        Report By
 FJ0296  HISTORY     - 1934     MONUMENTED       CGS
 FJ0296  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0296
 FJ0296                          STATION DESCRIPTION
 FJ0296
 FJ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0296'4.7 MI N FROM GUTHRIE.
 FJ0296'4.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0296'FROM THE STATION AT GUTHRIE, 400 FEET NORTHWEST OF MILEPOST
 FJ0296'348, AT A COUNTY-ROAD CROSSING, 115 FEET SOUTHWEST OF THE CENTER
 FJ0296'OF THE CROSSING, 97.5 FEET WEST OF THE CENTERLINE OF THE TRACK,
 FJ0296'37.3 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 13.3 FEET SOUTH
 FJ0296'OF A FENCE CORNER, AND 2.4 FEET EAST OF A FENCE PARALLELING
 FJ0296'THE TRACK.  A STANDARD DISK, STAMPED Q 144 1934 AND SET IN THE
 FJ0296'TOP OF A CONCRETE POST.
 FJ0296
 FJ0296                          STATION RECOVERY (1968)
 FJ0296
 FJ0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0391 ***********************************************************************
 FJ0391  DESIGNATION -  Q 147
 FJ0391  PID         -  FJ0391
 FJ0391  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0391  COUNTRY     -  US
 FJ0391  USGS QUAD   -  MCLOUD (2018)
 FJ0391
 FJ0391                         *CURRENT SURVEY CONTROL
 FJ0391  ______________________________________________________________________
 FJ0391* NAD 83(1986) POSITION- 35 23 27.     (N) 097 03 57.     (W)   SCALED
 FJ0391* NAVD 88 ORTHO HEIGHT -   320.443 (meters)     1051.32  (feet) ADJUSTED
 FJ0391  ______________________________________________________________________
 FJ0391  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FJ0391  DYNAMIC HEIGHT  -        320.139 (meters)     1050.32  (feet) COMP
 FJ0391  MODELED GRAVITY -    979,675.4   (mgal)                       NAVD 88
 FJ0391
 FJ0391  VERT ORDER      -  SECOND    CLASS 0
 FJ0391
 FJ0391.The horizontal coordinates were scaled from a map and have
 FJ0391.an estimated accuracy of +/- 6 seconds.
 FJ0391
 FJ0391.The orthometric height was determined by differential leveling and
 FJ0391.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0391.in August 1994.
 FJ0391
 FJ0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0391.GEOID18 height accuracy estimate available here.
 FJ0391
 FJ0391.Click photographs - Photos may exist for this station.
 FJ0391
 FJ0391.The dynamic height is computed by dividing the NAVD 88
 FJ0391.geopotential number by the normal gravity value computed on the
 FJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0391.degrees latitude (g = 980.6199 gals.).
 FJ0391
 FJ0391.The modeled gravity was interpolated from observed gravity values.
 FJ0391
 FJ0391;                    North         East    Units  Estimated Accuracy
 FJ0391;SPC OK S     -   228,630.      684,870.      MT  (+/- 180 meters Scaled)
 FJ0391
 FJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE756181(NAD 83)
 FJ0391
 FJ0391                          SUPERSEDED SURVEY CONTROL
 FJ0391
 FJ0391  NAVD 88 (06/15/91)  320.463  (m)         1051.39   (f) SUPERSEDED  2 0
 FJ0391  NGVD 29 (??/??/92)  320.365  (m)         1051.06   (f) ADJ UNCH    2 0
 FJ0391
 FJ0391.Superseded values are not recommended for survey control.
 FJ0391
 FJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0391.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0391
 FJ0391_MARKER: DB = BENCH MARK DISK
 FJ0391_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0391_STAMPING: Q 147 1934
 FJ0391_MARK LOGO: CGS
 FJ0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0391
 FJ0391  HISTORY     - Date     Condition        Report By
 FJ0391  HISTORY     - 1934     MONUMENTED       CGS
 FJ0391
 FJ0391                          STATION DESCRIPTION
 FJ0391
 FJ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0391'6.2 MI E FROM NEWALLA.
 FJ0391'IN POTTAWATOMIE COUNTY, 6.2 MILES EAST ALONG THE OKLAHOMA
 FJ0391'CITY-ADA-ATOKA RAILWAY FROM THE STATION AT NEWALLA, OKLAHOMA
 FJ0391'COUNTY, 175 FEET WEST OF MILEPOST 27, 125 FEET NORTHEAST OF THE
 FJ0391'NORTH CORNER OF THE JOHN ROOKER FARMHOUSE, 49 FEET SOUTHWEST OF
 FJ0391'THE CENTER OF A COUNTY-ROAD CROSSING, 35 FEET SOUTH OF THE
 FJ0391'CENTERLINE OF THE ROAD, 15.3 FEET SOUTHEAST OF A FENCE CORNER,
 FJ0391'9.7 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 1.3 FEET NORTHEAST
 FJ0391'OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED Q 147
 FJ0391'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0168 ***********************************************************************
 FJ0168  DESIGNATION -  Q 148
 FJ0168  PID         -  FJ0168
 FJ0168  STATE/COUNTY-  OK/SEMINOLE
 FJ0168  COUNTRY     -  US
 FJ0168  USGS QUAD   -  SAINT LOUIS (2018)
 FJ0168
 FJ0168                         *CURRENT SURVEY CONTROL
 FJ0168  ______________________________________________________________________
 FJ0168* NAD 83(1986) POSITION- 35 05 13.     (N) 096 45 16.     (W)   SCALED
 FJ0168* NAVD 88 ORTHO HEIGHT -   256.365 (meters)      841.09  (feet) ADJUSTED
 FJ0168  ______________________________________________________________________
 FJ0168  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 FJ0168  DYNAMIC HEIGHT  -        256.120 (meters)      840.29  (feet) COMP
 FJ0168  MODELED GRAVITY -    979,672.1   (mgal)                       NAVD 88
 FJ0168
 FJ0168  VERT ORDER      -  SECOND    CLASS 0
 FJ0168
 FJ0168.The horizontal coordinates were scaled from a map and have
 FJ0168.an estimated accuracy of +/- 6 seconds.
 FJ0168
 FJ0168.The orthometric height was determined by differential leveling and
 FJ0168.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0168.in June 1991.
 FJ0168
 FJ0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0168.GEOID18 height accuracy estimate available here.
 FJ0168
 FJ0168.Click photographs - Photos may exist for this station.
 FJ0168
 FJ0168.The dynamic height is computed by dividing the NAVD 88
 FJ0168.geopotential number by the normal gravity value computed on the
 FJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0168.degrees latitude (g = 980.6199 gals.).
 FJ0168
 FJ0168.The modeled gravity was interpolated from observed gravity values.
 FJ0168
 FJ0168;                    North         East    Units  Estimated Accuracy
 FJ0168;SPC OK S     -   195,220.      713,580.      MT  (+/- 180 meters Scaled)
 FJ0168
 FJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD047849(NAD 83)
 FJ0168
 FJ0168                          SUPERSEDED SURVEY CONTROL
 FJ0168
 FJ0168  NGVD 29 (??/??/92)  256.278  (m)          840.81   (f) ADJ UNCH    2 0
 FJ0168
 FJ0168.Superseded values are not recommended for survey control.
 FJ0168
 FJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0168.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0168
 FJ0168_MARKER: DB = BENCH MARK DISK
 FJ0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0168_SP_SET: CULVERT HEADWALL
 FJ0168_STAMPING: Q 148 1934
 FJ0168_MARK LOGO: CGS
 FJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0168+STABILITY: SURFACE MOTION
 FJ0168
 FJ0168  HISTORY     - Date     Condition        Report By
 FJ0168  HISTORY     - 1934     MONUMENTED       CGS
 FJ0168  HISTORY     - 1969     GOOD             CGS
 FJ0168
 FJ0168                          STATION DESCRIPTION
 FJ0168
 FJ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0168'3.4 MI S FROM MAUD.
 FJ0168'3.4 MILES SOUTH OF, ALONG OKLA, CITY, ADA, ATOKA RY. FROM
 FJ0168'STATION.  TABLET SET HORIZONTALLY ON WEST END OF SOUTH HEADWALL
 FJ0168'TO CONCRETE CULVERT UNDER O.C.A. AND A.RY., ABOUT 0.2 MILE EAST
 FJ0168'OF RAILROAD CROSSING, ABOUT 0.1 MILE EAST OF RY. BRIDGE 58/3,
 FJ0168'FEET SOUTH OF CENTERLINE OF O.C.A.A. RY., 1.3 FEET EAST OF WEST
 FJ0168'END OF HEADWALL, 0.7 FT. NORTH OF SOUTH EDGE OF HEADWALL.
 FJ0168
 FJ0168                          STATION RECOVERY (1969)
 FJ0168
 FJ0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0114 ***********************************************************************
 FJ0114  DESIGNATION -  Q 149
 FJ0114  PID         -  FJ0114
 FJ0114  STATE/COUNTY-  OK/SEMINOLE
 FJ0114  COUNTRY     -  US
 FJ0114  USGS QUAD   -  WEWOKA WEST (2018)
 FJ0114
 FJ0114                         *CURRENT SURVEY CONTROL
 FJ0114  ______________________________________________________________________
 FJ0114* NAD 83(1986) POSITION- 35 10 28.     (N) 096 32 43.     (W)   SCALED
 FJ0114* NAVD 88 ORTHO HEIGHT -   246.674 (meters)      809.30  (feet) ADJUSTED
 FJ0114  ______________________________________________________________________
 FJ0114  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 FJ0114  DYNAMIC HEIGHT  -        246.436 (meters)      808.52  (feet) COMP
 FJ0114  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 FJ0114
 FJ0114  VERT ORDER      -  SECOND    CLASS 0
 FJ0114
 FJ0114.The horizontal coordinates were scaled from a map and have
 FJ0114.an estimated accuracy of +/- 6 seconds.
 FJ0114
 FJ0114.The orthometric height was determined by differential leveling and
 FJ0114.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0114.in June 1991.
 FJ0114
 FJ0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0114.GEOID18 height accuracy estimate available here.
 FJ0114
 FJ0114.Click photographs - Photos may exist for this station.
 FJ0114
 FJ0114.The dynamic height is computed by dividing the NAVD 88
 FJ0114.geopotential number by the normal gravity value computed on the
 FJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0114.degrees latitude (g = 980.6199 gals.).
 FJ0114
 FJ0114.The modeled gravity was interpolated from observed gravity values.
 FJ0114
 FJ0114;                    North         East    Units  Estimated Accuracy
 FJ0114;SPC OK S     -   205,180.      732,510.      MT  (+/- 180 meters Scaled)
 FJ0114
 FJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD235951(NAD 83)
 FJ0114
 FJ0114                          SUPERSEDED SURVEY CONTROL
 FJ0114
 FJ0114  NGVD 29 (??/??/92)  246.572  (m)          808.96   (f) ADJ UNCH    2 0
 FJ0114
 FJ0114.Superseded values are not recommended for survey control.
 FJ0114
 FJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0114.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0114
 FJ0114_MARKER: DB = BENCH MARK DISK
 FJ0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0114_SP_SET: BRIDGE BASE
 FJ0114_STAMPING: Q 149 1934
 FJ0114_MARK LOGO: CGS
 FJ0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0114
 FJ0114  HISTORY     - Date     Condition        Report By
 FJ0114  HISTORY     - 1934     MONUMENTED       CGS
 FJ0114  HISTORY     - 1969     GOOD             CGS
 FJ0114  HISTORY     - 1983     GOOD             LOCSUR
 FJ0114
 FJ0114                          STATION DESCRIPTION
 FJ0114
 FJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0114'3.4 MI W FROM WEWOKA.
 FJ0114'3.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FJ0114'FROM THE STATION AT WEWOKA, SEMINOLE COUNTY, 135 FEET EAST OF
 FJ0114'POLE 422+05, AT THE ROAD BRIDGE OVER THE TRACK AND WEWOKA
 FJ0114'CREEK TO U.S. HIGHWAY 270, IN THE NORTHEAST BASE OF THE
 FJ0114'CONCRETE RETAINING WALL, 12.5 FEET NORTHWEST OF THE CENTERLINE
 FJ0114'OF THE TRACK, 6.5 FEET SOUTHWEST OF THE NORTHEAST SUPPORTING
 FJ0114'PILLAR, AND 4 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 FJ0114'STAMPED Q 149 1934.
 FJ0114
 FJ0114                          STATION RECOVERY (1969)
 FJ0114
 FJ0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0114'RECOVERED IN GOOD CONDITION.
 FJ0114
 FJ0114                          STATION RECOVERY (1983)
 FJ0114
 FJ0114'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 FJ0114'MARK IS IN BRIDGE ABUTMENT/FOOTING ON RAILROAD LEVEL. NEAR SOUTHWEST
 FJ0114'CORNER SEC 11 T 8 N R 7 E. NO POST REQUIRED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0070 ***********************************************************************
 EL0070  DESIGNATION -  Q 15
 EL0070  PID         -  EL0070
 EL0070  STATE/COUNTY-  OK/ATOKA
 EL0070  COUNTRY     -  US
 EL0070  USGS QUAD   -  CANEY (2018)
 EL0070
 EL0070                         *CURRENT SURVEY CONTROL
 EL0070  ______________________________________________________________________
 EL0070* NAD 83(1986) POSITION- 34 12 53.     (N) 096 12 57.     (W)   SCALED
 EL0070* NAVD 88 ORTHO HEIGHT -   169.773 (meters)      557.00  (feet) ADJUSTED
 EL0070  ______________________________________________________________________
 EL0070  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 EL0070  DYNAMIC HEIGHT  -        169.603 (meters)      556.44  (feet) COMP
 EL0070  MODELED GRAVITY -    979,627.6   (mgal)                       NAVD 88
 EL0070
 EL0070  VERT ORDER      -  FIRST     CLASS II
 EL0070
 EL0070.The horizontal coordinates were scaled from a map and have
 EL0070.an estimated accuracy of +/- 6 seconds.
 EL0070
 EL0070.The orthometric height was determined by differential leveling and
 EL0070.adjusted by the NATIONAL GEODETIC SURVEY
 EL0070.in June 1991.
 EL0070
 EL0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0070.GEOID18 height accuracy estimate available here.
 EL0070
 EL0070.Click photographs - Photos may exist for this station.
 EL0070
 EL0070.The dynamic height is computed by dividing the NAVD 88
 EL0070.geopotential number by the normal gravity value computed on the
 EL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0070.degrees latitude (g = 980.6199 gals.).
 EL0070
 EL0070.The modeled gravity was interpolated from observed gravity values.
 EL0070
 EL0070;                    North         East    Units  Estimated Accuracy
 EL0070;SPC OK S     -    99,220.      764,400.      MT  (+/- 180 meters Scaled)
 EL0070
 EL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC565894(NAD 83)
 EL0070
 EL0070                          SUPERSEDED SURVEY CONTROL
 EL0070
 EL0070  NGVD 29 (??/??/92)  169.708  (m)          556.78   (f) ADJ UNCH    1 2
 EL0070
 EL0070.Superseded values are not recommended for survey control.
 EL0070
 EL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0070.See file dsdata.pdf to determine how the superseded data were derived.
 EL0070
 EL0070_MARKER: DB = BENCH MARK DISK
 EL0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0070_STAMPING: Q 15 1933
 EL0070_MARK LOGO: CGS
 EL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0070+STABILITY: SURFACE MOTION
 EL0070
 EL0070  HISTORY     - Date     Condition        Report By
 EL0070  HISTORY     - 1933     MONUMENTED       CGS
 EL0070  HISTORY     - 1934     GOOD             CGS
 EL0070
 EL0070                          STATION DESCRIPTION
 EL0070
 EL0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0070'1.2 MI S FROM CANEY.
 EL0070'ON THE M.K.T. R.R. 950 FT. NORTH OF MILEPOST 623, 25 FT. EAST OF
 EL0070'EAST TRACKS, AND 350 FT. NORTH OF CATTLE UNDERPASS.
 EL0070
 EL0070                          STATION RECOVERY (1934)
 EL0070
 EL0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0031 ***********************************************************************
 EL0031  DESIGNATION -  Q 150
 EL0031  PID         -  EL0031
 EL0031  STATE/COUNTY-  OK/HUGHES
 EL0031  COUNTRY     -  US
 EL0031  USGS QUAD   -  CALVIN EAST (2018)
 EL0031
 EL0031                         *CURRENT SURVEY CONTROL
 EL0031  ______________________________________________________________________
 EL0031* NAD 83(1986) POSITION- 34 57 50.     (N) 096 13 56.     (W)   SCALED
 EL0031* NAVD 88 ORTHO HEIGHT -   219.742 (meters)      720.94  (feet) ADJUSTED
 EL0031  ______________________________________________________________________
 EL0031  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 EL0031  DYNAMIC HEIGHT  -        219.527 (meters)      720.23  (feet) COMP
 EL0031  MODELED GRAVITY -    979,650.5   (mgal)                       NAVD 88
 EL0031
 EL0031  VERT ORDER      -  SECOND    CLASS 0
 EL0031
 EL0031.The horizontal coordinates were scaled from a map and have
 EL0031.an estimated accuracy of +/- 6 seconds.
 EL0031
 EL0031.The orthometric height was determined by differential leveling and
 EL0031.adjusted by the NATIONAL GEODETIC SURVEY
 EL0031.in June 1991.
 EL0031
 EL0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0031.GEOID18 height accuracy estimate available here.
 EL0031
 EL0031.Click photographs - Photos may exist for this station.
 EL0031
 EL0031.The dynamic height is computed by dividing the NAVD 88
 EL0031.geopotential number by the normal gravity value computed on the
 EL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0031.degrees latitude (g = 980.6199 gals.).
 EL0031
 EL0031.The modeled gravity was interpolated from observed gravity values.
 EL0031
 EL0031;                    North         East    Units  Estimated Accuracy
 EL0031;SPC OK S     -   182,280.      761,430.      MT  (+/- 180 meters Scaled)
 EL0031
 EL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD527725(NAD 83)
 EL0031
 EL0031                          SUPERSEDED SURVEY CONTROL
 EL0031
 EL0031  NGVD 29 (??/??/92)  219.634  (m)          720.58   (f) ADJ UNCH    2 0
 EL0031
 EL0031.Superseded values are not recommended for survey control.
 EL0031
 EL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0031.See file dsdata.pdf to determine how the superseded data were derived.
 EL0031
 EL0031_MARKER: DB = BENCH MARK DISK
 EL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0031_STAMPING: Q 150 1934
 EL0031_MARK LOGO: CGS
 EL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0031+STABILITY: SURFACE MOTION
 EL0031
 EL0031  HISTORY     - Date     Condition        Report By
 EL0031  HISTORY     - 1934     MONUMENTED       CGS
 EL0031
 EL0031                          STATION DESCRIPTION
 EL0031
 EL0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0031'1.1 MI SE FROM CALVIN.
 EL0031'1.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0031'RAILWAY FROM THE STATION AT CALVIN, HUGHES COUNTY 1/4 MILE WEST
 EL0031'OF MILEPOST 396, 48 FEET SOUTHWEST OF THE CENTER OF A FARM-ROAD
 EL0031'CROSSING, 45.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 43.8
 EL0031'FEET NORTHWEST OF THE WEST END OF AN IRON GATE, AND 2.6 FEET
 EL0031'NORTH OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 EL0031'Q 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0108 ***********************************************************************
 EM0108  DESIGNATION -  Q 151
 EM0108  PID         -  EM0108
 EM0108  STATE/COUNTY-  OK/TILLMAN
 EM0108  COUNTRY     -  US
 EM0108  USGS QUAD   -  GRANDFIELD (2018)
 EM0108
 EM0108                         *CURRENT SURVEY CONTROL
 EM0108  ______________________________________________________________________
 EM0108* NAD 83(1986) POSITION- 34 13 19.     (N) 098 38 50.     (W)   SCALED
 EM0108* NAVD 88 ORTHO HEIGHT -   332.125 (meters)     1089.65  (feet) ADJUSTED
 EM0108  ______________________________________________________________________
 EM0108  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 EM0108  DYNAMIC HEIGHT  -        331.769 (meters)     1088.48  (feet) COMP
 EM0108  MODELED GRAVITY -    979,554.1   (mgal)                       NAVD 88
 EM0108
 EM0108  VERT ORDER      -  SECOND    CLASS 0
 EM0108
 EM0108.The horizontal coordinates were scaled from a map and have
 EM0108.an estimated accuracy of +/- 6 seconds.
 EM0108
 EM0108.The orthometric height was determined by differential leveling and
 EM0108.adjusted by the NATIONAL GEODETIC SURVEY
 EM0108.in June 1991.
 EM0108
 EM0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0108.GEOID18 height accuracy estimate available here.
 EM0108
 EM0108.Click photographs - Photos may exist for this station.
 EM0108
 EM0108.The dynamic height is computed by dividing the NAVD 88
 EM0108.geopotential number by the normal gravity value computed on the
 EM0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0108.degrees latitude (g = 980.6199 gals.).
 EM0108
 EM0108.The modeled gravity was interpolated from observed gravity values.
 EM0108
 EM0108;                    North         East    Units  Estimated Accuracy
 EM0108;SPC OK S     -    98,760.      540,370.      MT  (+/- 180 meters Scaled)
 EM0108
 EM0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC324868(NAD 83)
 EM0108
 EM0108                          SUPERSEDED SURVEY CONTROL
 EM0108
 EM0108  NGVD 29 (??/??/92)  332.018  (m)         1089.30   (f) ADJ UNCH    2 0
 EM0108
 EM0108.Superseded values are not recommended for survey control.
 EM0108
 EM0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0108.See file dsdata.pdf to determine how the superseded data were derived.
 EM0108
 EM0108_MARKER: DB = BENCH MARK DISK
 EM0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0108_STAMPING: Q 151 1934
 EM0108_MARK LOGO: CGS
 EM0108_PROJECTION: FLUSH
 EM0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0108+STABILITY: SURFACE MOTION
 EM0108
 EM0108  HISTORY     - Date     Condition        Report By
 EM0108  HISTORY     - 1934     MONUMENTED       CGS
 EM0108  HISTORY     - 1963     GOOD             CGS
 EM0108  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0108
 EM0108                          STATION DESCRIPTION
 EM0108
 EM0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0108'2.4 MI E FROM GRANDFIELD.
 EM0108'2.4 MILES EAST OF, ALONG MO. KANS. TEXAS R.R. FROM STATION 250 FEET
 EM0108'EAST OF DOUBLE TELEGRAPH POLE E-10-2.  48.3 FEET NORTH OF CENTERLINE
 EM0108'OF MO. KANS. TEXAS R.R. TRACK.  23.3 FEET NORTHWEST OF MILEPOST 25.
 EM0108'1.6 FEET SOUTH OF RIGHT OF WAY FENCE.
 EM0108
 EM0108                          STATION RECOVERY (1963)
 EM0108
 EM0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0108'RECOVERED IN GOOD CONDITION.
 EM0108
 EM0108                          STATION RECOVERY (1979)
 EM0108
 EM0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0068 ***********************************************************************
 EM0068  DESIGNATION -  Q 152
 EM0068  PID         -  EM0068
 EM0068  STATE/COUNTY-  OK/COTTON
 EM0068  COUNTRY     -  US
 EM0068  USGS QUAD   -  WALTERS NE (2018)
 EM0068
 EM0068                         *CURRENT SURVEY CONTROL
 EM0068  ______________________________________________________________________
 EM0068* NAD 83(1986) POSITION- 34 26 03.77   (N) 098 21 46.47   (W)   HD_HELD1
 EM0068* NAVD 88 ORTHO HEIGHT -   316.111 (meters)     1037.11  (feet) ADJUSTED
 EM0068  ______________________________________________________________________
 EM0068  GEOID HEIGHT    -        -25.451 (meters)                     GEOID18
 EM0068  DYNAMIC HEIGHT  -        315.800 (meters)     1036.09  (feet) COMP
 EM0068  MODELED GRAVITY -    979,640.6   (mgal)                       NAVD 88
 EM0068
 EM0068  VERT ORDER      -  SECOND    CLASS 0
 EM0068
 EM0068.The horizontal coordinates were determined by differentially corrected
 EM0068.hand held GPS observations or other comparable positioning techniques
 EM0068.and have an estimated accuracy of +/- 3 meters.
 EM0068
 EM0068.The orthometric height was determined by differential leveling and
 EM0068.adjusted by the NATIONAL GEODETIC SURVEY
 EM0068.in June 1991.
 EM0068
 EM0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0068.GEOID18 height accuracy estimate available here.
 EM0068
 EM0068.Click photographs - Photos may exist for this station.
 EM0068
 EM0068.The dynamic height is computed by dividing the NAVD 88
 EM0068.geopotential number by the normal gravity value computed on the
 EM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0068.degrees latitude (g = 980.6199 gals.).
 EM0068
 EM0068.The modeled gravity was interpolated from observed gravity values.
 EM0068
 EM0068;                    North         East    Units  Estimated Accuracy
 EM0068;SPC OK S     -   122,191.5     566,646.5     MT  (+/- 3 meters HH1 GPS) 
 EM0068
 EM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5853310504(NAD 83)
 EM0068
 EM0068                          SUPERSEDED SURVEY CONTROL
 EM0068
 EM0068  NGVD 29 (??/??/92)  316.038  (m)         1036.87   (f) ADJ UNCH    2 0
 EM0068
 EM0068.Superseded values are not recommended for survey control.
 EM0068
 EM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0068.See file dsdata.pdf to determine how the superseded data were derived.
 EM0068
 EM0068_MARKER: DB = BENCH MARK DISK
 EM0068_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0068_STAMPING: Q 152 1934
 EM0068_MARK LOGO: CGS
 EM0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0068
 EM0068  HISTORY     - Date     Condition        Report By
 EM0068  HISTORY     - 1934     MONUMENTED       CGS
 EM0068  HISTORY     - 1963     GOOD             CGS
 EM0068
 EM0068                          STATION DESCRIPTION
 EM0068
 EM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0068'6.6 MI NW FROM WALTERS.
 EM0068'6.6 MILES NORTHWEST OF WALTERS WATER TANK, ALONG C.R.I. AND P.RY.
 EM0068'TRACK ABOUT 0.2 MILE NORTHEAST OF LOW RED BRICK HOUSE AND GREY BARN.
 EM0068'52 FEET NORTHEAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 EM0068'R.R. TRACK.  37 FEET SOUTH OF CENTERLINE OF CROSS SECTION ROAD.  33
 EM0068'FEET WEST OF CENTERLINE OF GATEWAY.  11 FEET NORTHEAST OF 2ND
 EM0068'TELEGRAPH POLE SOUTHEAST OF M.P.508-10.  2.7 FEET EAST OF R/W FENCE.
 EM0068'TABLET SET IN PREDAST CONCRETE POST.
 EM0068
 EM0068                          STATION RECOVERY (1963)
 EM0068
 EM0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0015 ***********************************************************************
 EM0015  DESIGNATION -  Q 153
 EM0015  PID         -  EM0015
 EM0015  STATE/COUNTY-  OK/COMANCHE
 EM0015  COUNTRY     -  US
 EM0015  USGS QUAD   -  ELGIN (2018)
 EM0015
 EM0015                         *CURRENT SURVEY CONTROL
 EM0015  ______________________________________________________________________
 EM0015* NAD 83(1986) POSITION- 34 51 18.     (N) 098 22 24.     (W)   SCALED
 EM0015* NAVD 88 ORTHO HEIGHT -   381.193 (meters)     1250.63  (feet) ADJUSTED
 EM0015  ______________________________________________________________________
 EM0015  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 EM0015  DYNAMIC HEIGHT  -        380.801 (meters)     1249.34  (feet) COMP
 EM0015  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 EM0015
 EM0015  VERT ORDER      -  SECOND    CLASS 0
 EM0015
 EM0015.The horizontal coordinates were scaled from a map and have
 EM0015.an estimated accuracy of +/- 6 seconds.
 EM0015
 EM0015.The orthometric height was determined by differential leveling and
 EM0015.adjusted by the NATIONAL GEODETIC SURVEY
 EM0015.in June 1991.
 EM0015
 EM0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0015.GEOID18 height accuracy estimate available here.
 EM0015
 EM0015.Click photographs - Photos may exist for this station.
 EM0015
 EM0015.The dynamic height is computed by dividing the NAVD 88
 EM0015.geopotential number by the normal gravity value computed on the
 EM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0015.degrees latitude (g = 980.6199 gals.).
 EM0015
 EM0015.The modeled gravity was interpolated from observed gravity values.
 EM0015
 EM0015;                    North         East    Units  Estimated Accuracy
 EM0015;SPC OK S     -   168,850.      565,860.      MT  (+/- 180 meters Scaled)
 EM0015
 EM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND572571(NAD 83)
 EM0015
 EM0015                          SUPERSEDED SURVEY CONTROL
 EM0015
 EM0015  NGVD 29 (??/??/92)  381.059  (m)         1250.19   (f) ADJ UNCH    2 0
 EM0015
 EM0015.Superseded values are not recommended for survey control.
 EM0015
 EM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0015.See file dsdata.pdf to determine how the superseded data were derived.
 EM0015
 EM0015_MARKER: DB = BENCH MARK DISK
 EM0015_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0015_STAMPING: Q 153 1934
 EM0015_MARK LOGO: CGS
 EM0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0015
 EM0015  HISTORY     - Date     Condition        Report By
 EM0015  HISTORY     - 1934     MONUMENTED       CGS
 EM0015  HISTORY     - 1963     GOOD             CGS
 EM0015  HISTORY     - 1971     GOOD             OKDH
 EM0015  HISTORY     - 19951215 GOOD             OKDOT
 EM0015  HISTORY     - 20000220 GOOD             LOCSUR
 EM0015
 EM0015                          STATION DESCRIPTION
 EM0015
 EM0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0015'2.6 MI S FROM APACHE.
 EM0015'IN COMANCHE COUNTY, 2.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND
 EM0015'PACIFIC RAILROAD FROM THE STATION IN APACHE, CADDO COUNTY, ON THE
 EM0015'CADDO-COMANCHE COUNTY LINE, AT A SECTION LINE ROAD CROSSING, 64.5 FEET
 EM0015'EAST OF THE EAST RAIL, 26.0 FEET EAST OF A POWER POLE.  A STANDARD
 EM0015'DISK, STAMPED Q 153 1934 AND SET IN THE TOP OF A CONCRETE POST
 EM0015'PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 EM0015
 EM0015                          STATION RECOVERY (1971)
 EM0015
 EM0015'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0015'RECOVERED IN GOOD CONDITION.
 EM0015
 EM0015                          STATION RECOVERY (1995)
 EM0015
 EM0015'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 EM0015'FROM THE JUNCTION OF US 62 AND US 277 IN PORTER HILL, GO NORTH ON US
 EM0015'62 FOR 8.0 KM (4.95 MI) TO A PAVED SECTION LINE ROAD CROSSING AND THE
 EM0015'CADDO-COMANCHE COUNTY LINE, FROM THE JUNCTION OF US 62 AND SH 19 IN
 EM0015'APACHE, GO SOUTH ON US 62 FOR 6.19 KM (3.85 MI) TO A PAVED SECTION
 EM0015'LINE ROAD CROSSING THE CADDO-COMANCHE COUNTY LINE.  GO EAST ON THE
 EM0015'SECTION LINE ROAD FOR 1.28 KM (0.80 MI) TO A UNION PACIFIC RAILROAD
 EM0015'CROSSING AND THE MARK ON THE RIGHT, 20.0 M (65.6 FT) EAST OF THE
 EM0015'CENTERLINE OF THE TRACK, 8.5 M (27.9 FT) SOUTH OF THE CENTERLINE OF
 EM0015'THE ROAD, 1.4 M (4.6 FT) EAST OF A POWER POLE, 0.4 M (1.3 FT) WEST OF
 EM0015'A STEEL WITNESS POST, IN AN E-W FENCE LINE, PROJECTS 0.2 M (0.7 FT)
 EM0015'ABOVE THE GROUND SURFACE.
 EM0015
 EM0015                          STATION RECOVERY (2000)
 EM0015
 EM0015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0015'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON MONUMENTATION
 EM0015'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0015'NO OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0522 ***********************************************************************
 EL0522  DESIGNATION -  Q 155
 EL0522  PID         -  EL0522
 EL0522  STATE/COUNTY-  OK/STEPHENS
 EL0522  COUNTRY     -  US
 EL0522  USGS QUAD   -  RATLIFF CITY (2018)
 EL0522
 EL0522                         *CURRENT SURVEY CONTROL
 EL0522  ______________________________________________________________________
 EL0522* NAD 83(1986) POSITION- 34 26 55.     (N) 097 33 41.     (W)   SCALED
 EL0522* NAVD 88 ORTHO HEIGHT -   321.051 (meters)     1053.31  (feet) ADJUSTED
 EL0522  ______________________________________________________________________
 EL0522  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 EL0522  DYNAMIC HEIGHT  -        320.722 (meters)     1052.24  (feet) COMP
 EL0522  MODELED GRAVITY -    979,600.9   (mgal)                       NAVD 88
 EL0522
 EL0522  VERT ORDER      -  SECOND    CLASS 0
 EL0522
 EL0522.The horizontal coordinates were scaled from a map and have
 EL0522.an estimated accuracy of +/- 6 seconds.
 EL0522
 EL0522.The orthometric height was determined by differential leveling and
 EL0522.adjusted by the NATIONAL GEODETIC SURVEY
 EL0522.in June 1991.
 EL0522
 EL0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0522.GEOID18 height accuracy estimate available here.
 EL0522
 EL0522.Click photographs - Photos may exist for this station.
 EL0522
 EL0522.The dynamic height is computed by dividing the NAVD 88
 EL0522.geopotential number by the normal gravity value computed on the
 EL0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0522.degrees latitude (g = 980.6199 gals.).
 EL0522
 EL0522.The modeled gravity was interpolated from observed gravity values.
 EL0522
 EL0522;                    North         East    Units  Estimated Accuracy
 EL0522;SPC OK S     -   123,800.      640,300.      MT  (+/- 180 meters Scaled)
 EL0522
 EL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD321128(NAD 83)
 EL0522
 EL0522                          SUPERSEDED SURVEY CONTROL
 EL0522
 EL0522  NGVD 29 (??/??/92)  320.964  (m)         1053.03   (f) ADJ UNCH    2 0
 EL0522
 EL0522.Superseded values are not recommended for survey control.
 EL0522
 EL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0522.See file dsdata.pdf to determine how the superseded data were derived.
 EL0522
 EL0522_MARKER: DB = BENCH MARK DISK
 EL0522_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0522_STAMPING: Q 155 1934
 EL0522_MARK LOGO: CGS
 EL0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0522
 EL0522  HISTORY     - Date     Condition        Report By
 EL0522  HISTORY     - 1934     MONUMENTED       CGS
 EL0522  HISTORY     - 1974     MARK NOT FOUND   USGS
 EL0522
 EL0522                          STATION DESCRIPTION
 EL0522
 EL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0522'IN COUNTY LINE.
 EL0522'102 FEET SOUTH OF SCHOOL WELL, 65.8 FEET SOUTHEAST OF SOUTHEAST
 EL0522'CORNER OF COUNTY LINE SCHOOL DIST. 16, 47 FEET NORTH OF CENTERLINE
 EL0522'OF STATE HWY. 22, 32 FEET WEST OF CENTERLINE OF CROSS STREET
 EL0522'FORMING COUNTY LINE, 32 FEET EAST OF CENTERLINE OF STILE TO
 EL0522'SCHOOL YARD, 18.6 FEET NORTHWEST OF COUNTY LINE SIGN BOARD,
 EL0522'2.3 FEET NORTHWEST OF SOUTHEAST CORNER OF SCHOOL FENCE.  TABLET
 EL0522'SET IN PRECAST CONCRETE POST.
 EL0522
 EL0522                          STATION RECOVERY (1974)
 EL0522
 EL0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EL0522'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0205 ***********************************************************************
 EL0205  DESIGNATION -  Q 156
 EL0205  PID         -  EL0205
 EL0205  STATE/COUNTY-  OK/JOHNSTON
 EL0205  COUNTRY     -  US
 EL0205  USGS QUAD   -  TISHOMINGO (2018)
 EL0205
 EL0205                         *CURRENT SURVEY CONTROL
 EL0205  ______________________________________________________________________
 EL0205* NAD 83(1986) POSITION- 34 13 04.     (N) 096 44 39.     (W)   SCALED
 EL0205* NAVD 88 ORTHO HEIGHT -   203.579 (meters)      667.91  (feet) ADJUSTED
 EL0205  ______________________________________________________________________
 EL0205  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 EL0205  DYNAMIC HEIGHT  -        203.376 (meters)      667.24  (feet) COMP
 EL0205  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 EL0205
 EL0205  VERT ORDER      -  SECOND    CLASS 0
 EL0205
 EL0205.The horizontal coordinates were scaled from a map and have
 EL0205.an estimated accuracy of +/- 6 seconds.
 EL0205
 EL0205.The orthometric height was determined by differential leveling and
 EL0205.adjusted by the NATIONAL GEODETIC SURVEY
 EL0205.in June 1991.
 EL0205
 EL0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0205.GEOID18 height accuracy estimate available here.
 EL0205
 EL0205.Click photographs - Photos may exist for this station.
 EL0205
 EL0205.The dynamic height is computed by dividing the NAVD 88
 EL0205.geopotential number by the normal gravity value computed on the
 EL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0205.degrees latitude (g = 980.6199 gals.).
 EL0205
 EL0205.The modeled gravity was interpolated from observed gravity values.
 EL0205
 EL0205;                    North         East    Units  Estimated Accuracy
 EL0205;SPC OK S     -    98,830.      715,720.      MT  (+/- 180 meters Scaled)
 EL0205
 EL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC078886(NAD 83)
 EL0205
 EL0205                          SUPERSEDED SURVEY CONTROL
 EL0205
 EL0205  NGVD 29 (??/??/92)  203.537  (m)          667.77   (f) ADJ UNCH    2 0
 EL0205
 EL0205.Superseded values are not recommended for survey control.
 EL0205
 EL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0205.See file dsdata.pdf to determine how the superseded data were derived.
 EL0205
 EL0205_MARKER: DB = BENCH MARK DISK
 EL0205_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0205_STAMPING: Q 156 1934
 EL0205_MARK LOGO: CGS
 EL0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0205
 EL0205  HISTORY     - Date     Condition        Report By
 EL0205  HISTORY     - 1934     MONUMENTED       CGS
 EL0205
 EL0205                          STATION DESCRIPTION
 EL0205
 EL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0205'1.7 MI S FROM RAVIA.
 EL0205'1.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0205'THE STATION AT RAVIA, JOHNSTON COUNTY, 111 FEET SOUTH WEST OF THE
 EL0205'SECOND POLE NORTH OF MILEPOST 593+25, 120 FEET WEST OF POLE
 EL0205'13091, 23.7 FEET NORTH OF THE CENTERLINE OF A GATEWAY IN THE
 EL0205'RIGHT-OF-WAY FENCE, 48.9 FEET WEST OF THE CENTERLINE OF THE
 EL0205'TRACK, 6.8 FEET NORTHEAST OF A 1.3 FOOT OAK TREE, AND 2.8 FEET
 EL0205'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 156
 EL0205'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0119 ***********************************************************************
 EL0119  DESIGNATION -  Q 158
 EL0119  PID         -  EL0119
 EL0119  STATE/COUNTY-  OK/ATOKA
 EL0119  COUNTRY     -  US
 EL0119  USGS QUAD   -  BRUNO (2019)
 EL0119
 EL0119                         *CURRENT SURVEY CONTROL
 EL0119  ______________________________________________________________________
 EL0119* NAD 83(1986) POSITION- 34 20 40.     (N) 096 04 29.     (W)   SCALED
 EL0119* NAVD 88 ORTHO HEIGHT -   181.570 (meters)      595.70  (feet) ADJUSTED
 EL0119  ______________________________________________________________________
 EL0119  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 EL0119  DYNAMIC HEIGHT  -        181.382 (meters)      595.08  (feet) COMP
 EL0119  MODELED GRAVITY -    979,598.8   (mgal)                       NAVD 88
 EL0119
 EL0119  VERT ORDER      -  SECOND    CLASS 0
 EL0119
 EL0119.The horizontal coordinates were scaled from a map and have
 EL0119.an estimated accuracy of +/- 6 seconds.
 EL0119
 EL0119.The orthometric height was determined by differential leveling and
 EL0119.adjusted by the NATIONAL GEODETIC SURVEY
 EL0119.in June 1991.
 EL0119
 EL0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0119.GEOID18 height accuracy estimate available here.
 EL0119
 EL0119.Click photographs - Photos may exist for this station.
 EL0119
 EL0119.The dynamic height is computed by dividing the NAVD 88
 EL0119.geopotential number by the normal gravity value computed on the
 EL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0119.degrees latitude (g = 980.6199 gals.).
 EL0119
 EL0119.The modeled gravity was interpolated from observed gravity values.
 EL0119
 EL0119;                    North         East    Units  Estimated Accuracy
 EL0119;SPC OK S     -   113,850.      777,130.      MT  (+/- 180 meters Scaled)
 EL0119
 EL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD690042(NAD 83)
 EL0119
 EL0119                          SUPERSEDED SURVEY CONTROL
 EL0119
 EL0119  NGVD 29 (??/??/92)  181.491  (m)          595.44   (f) ADJ UNCH    2 0
 EL0119
 EL0119.Superseded values are not recommended for survey control.
 EL0119
 EL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0119.See file dsdata.pdf to determine how the superseded data were derived.
 EL0119
 EL0119_MARKER: DB = BENCH MARK DISK
 EL0119_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0119_STAMPING: Q 158 1934
 EL0119_MARK LOGO: CGS
 EL0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0119
 EL0119  HISTORY     - Date     Condition        Report By
 EL0119  HISTORY     - 1934     MONUMENTED       CGS
 EL0119
 EL0119                          STATION DESCRIPTION
 EL0119
 EL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0119'IN BRUNO.
 EL0119'160 FEET SOUTH OF CONCRETE HIGHWAY CULVERT, 110 FEET SOUTH
 EL0119'OF CENTERLINE OF CROSS ROAD, 50 FEET SOUTHWEST OF STATE HIGHWAY 19,
 EL0119'2 FEET EAST OF NORTH CORNER OF PICKET FENCE AROUND RESIDENCE
 EL0119'ADJOINING SERVICE STATION.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0629 ***********************************************************************
 EK0629  DESIGNATION -  Q 159
 EK0629  PID         -  EK0629
 EK0629  STATE/COUNTY-  OK/PITTSBURG
 EK0629  COUNTRY     -  US
 EK0629  USGS QUAD   -  HARTSHORNE SW (2018)
 EK0629
 EK0629                         *CURRENT SURVEY CONTROL
 EK0629  ______________________________________________________________________
 EK0629* NAD 83(1986) POSITION- 34 47 53.     (N) 095 41 08.     (W)   SCALED
 EK0629* NAVD 88 ORTHO HEIGHT -   198.631 (meters)      651.68  (feet) ADJUSTED
 EK0629  ______________________________________________________________________
 EK0629  GEOID HEIGHT    -        -30.378 (meters)                     GEOID18
 EK0629  DYNAMIC HEIGHT  -        198.427 (meters)      651.01  (feet) COMP
 EK0629  MODELED GRAVITY -    979,601.9   (mgal)                       NAVD 88
 EK0629
 EK0629  VERT ORDER      -  SECOND    CLASS 0
 EK0629
 EK0629.The horizontal coordinates were scaled from a map and have
 EK0629.an estimated accuracy of +/- 6 seconds.
 EK0629
 EK0629.The orthometric height was determined by differential leveling and
 EK0629.adjusted by the NATIONAL GEODETIC SURVEY
 EK0629.in June 1991.
 EK0629
 EK0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0629.GEOID18 height accuracy estimate available here.
 EK0629
 EK0629.Click photographs - Photos may exist for this station.
 EK0629
 EK0629.The dynamic height is computed by dividing the NAVD 88
 EK0629.geopotential number by the normal gravity value computed on the
 EK0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0629.degrees latitude (g = 980.6199 gals.).
 EK0629
 EK0629.The modeled gravity was interpolated from observed gravity values.
 EK0629
 EK0629;                    North         East    Units  Estimated Accuracy
 EK0629;SPC OK S     -   164,900.      811,770.      MT  (+/- 180 meters Scaled)
 EK0629
 EK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU543539(NAD 83)
 EK0629
 EK0629                          SUPERSEDED SURVEY CONTROL
 EK0629
 EK0629  NGVD 29 (??/??/92)  198.527  (m)          651.33   (f) ADJ UNCH    2 0
 EK0629
 EK0629.Superseded values are not recommended for survey control.
 EK0629
 EK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0629.See file dsdata.pdf to determine how the superseded data were derived.
 EK0629
 EK0629_MARKER: DB = BENCH MARK DISK
 EK0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0629_STAMPING: Q 159 1934
 EK0629_MARK LOGO: CGS
 EK0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0629+STABILITY: SURFACE MOTION
 EK0629
 EK0629  HISTORY     - Date     Condition        Report By
 EK0629  HISTORY     - 1934     MONUMENTED       CGS
 EK0629
 EK0629                          STATION DESCRIPTION
 EK0629
 EK0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0629'6 MI NE FROM BLANCO.
 EK0629'ABOUT 6.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0629'PACIFIC RAILWAY FROM THE STATION AT BLANCO, PITTSBURG COUNTY,
 EK0629'ABOUT 120 FEET SOUTH OF MILEPOST 6+25, ABOUT 555 FEET SOUTHWEST
 EK0629'OF THE SOUTHWEST END OF TRESTLE C 68, ABOUT 60 FEET NORTH OF
 EK0629'A DIRT-ROAD FORK, 43.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EK0629'TRACK, 32.5 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 EK0629'PARALLELING THE TRACK, 7.4 FEET NORTHWEST OF THE RIGHT-OF-WAY
 EK0629'FENCE, AND ABOUT 4.5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 EK0629'STANDARD DISK, STAMPED Q 159 1934 AND SET IN THE TOP OF A
 EK0629'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0615 ***********************************************************************
 EK0615  DESIGNATION -  Q 16
 EK0615  PID         -  EK0615
 EK0615  STATE/COUNTY-  OK/PITTSBURG
 EK0615  COUNTRY     -  US
 EK0615  USGS QUAD   -  MCALESTER (2018)
 EK0615
 EK0615                         *CURRENT SURVEY CONTROL
 EK0615  ______________________________________________________________________
 EK0615* NAD 83(1986) POSITION- 34 57 31.     (N) 095 45 38.     (W)   SCALED
 EK0615* NAVD 88 ORTHO HEIGHT -   209.026 (meters)      685.78  (feet) ADJUSTED
 EK0615  ______________________________________________________________________
 EK0615  GEOID HEIGHT    -        -30.029 (meters)                     GEOID18
 EK0615  DYNAMIC HEIGHT  -        208.817 (meters)      685.09  (feet) COMP
 EK0615  MODELED GRAVITY -    979,629.7   (mgal)                       NAVD 88
 EK0615
 EK0615  VERT ORDER      -  FIRST     CLASS II
 EK0615
 EK0615.The horizontal coordinates were scaled from a map and have
 EK0615.an estimated accuracy of +/- 6 seconds.
 EK0615
 EK0615.The orthometric height was determined by differential leveling and
 EK0615.adjusted by the NATIONAL GEODETIC SURVEY
 EK0615.in June 1991.
 EK0615
 EK0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0615.GEOID18 height accuracy estimate available here.
 EK0615
 EK0615.Click photographs - Photos may exist for this station.
 EK0615
 EK0615.The dynamic height is computed by dividing the NAVD 88
 EK0615.geopotential number by the normal gravity value computed on the
 EK0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0615.degrees latitude (g = 980.6199 gals.).
 EK0615
 EK0615.The modeled gravity was interpolated from observed gravity values.
 EK0615
 EK0615;                    North         East    Units  Estimated Accuracy
 EK0615;SPC OK S     -   182,550.      804,510.      MT  (+/- 180 meters Scaled)
 EK0615
 EK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU479719(NAD 83)
 EK0615
 EK0615                          SUPERSEDED SURVEY CONTROL
 EK0615
 EK0615  NGVD 29 (??/??/92)  208.918  (m)          685.43   (f) ADJ UNCH    1 2
 EK0615
 EK0615.Superseded values are not recommended for survey control.
 EK0615
 EK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0615.See file dsdata.pdf to determine how the superseded data were derived.
 EK0615
 EK0615_MARKER: DB = BENCH MARK DISK
 EK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0615_STAMPING: Q 16 1933
 EK0615_MARK LOGO: CGS
 EK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0615+STABILITY: SURFACE MOTION
 EK0615
 EK0615  HISTORY     - Date     Condition        Report By
 EK0615  HISTORY     - 1933     MONUMENTED       CGS
 EK0615  HISTORY     - 1954     GOOD             CGS
 EK0615
 EK0615                          STATION DESCRIPTION
 EK0615
 EK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0615'1.9 MI N FROM MC ALESTER.
 EK0615'1.9 MILES NORTH OF MC ALESTER, ON THE M-K-T RAILROAD, AT MILE
 EK0615'POLE 564, 1000 FEET NORTH OF THE STATION AT NORTH MC ALESTER
 EK0615'(M-K-T STATION) 90 FEET EAST OF THE MAIN LINE TRACK.
 EK0615
 EK0615                          STATION RECOVERY (1954)
 EK0615
 EK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 EK0615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0451 ***********************************************************************
 EK0451  DESIGNATION -  Q 160
 EK0451  PID         -  EK0451
 EK0451  STATE/COUNTY-  OK/LATIMER
 EK0451  COUNTRY     -  US
 EK0451  USGS QUAD   -  PANOLA (2018)
 EK0451
 EK0451                         *CURRENT SURVEY CONTROL
 EK0451  ______________________________________________________________________
 EK0451* NAD 83(1986) POSITION- 34 55 51.25   (N) 095 12 47.22   (W)   HD_HELD1
 EK0451* NAVD 88 ORTHO HEIGHT -   195.153 (meters)      640.26  (feet) ADJUSTED
 EK0451  ______________________________________________________________________
 EK0451  GEOID HEIGHT    -        -31.307 (meters)                     GEOID18
 EK0451  DYNAMIC HEIGHT  -        194.952 (meters)      639.61  (feet) COMP
 EK0451  MODELED GRAVITY -    979,604.7   (mgal)                       NAVD 88
 EK0451
 EK0451  VERT ORDER      -  SECOND    CLASS 0
 EK0451
 EK0451.The horizontal coordinates were determined by differentially corrected
 EK0451.hand held GPS observations or other comparable positioning techniques
 EK0451.and have an estimated accuracy of +/- 3 meters.
 EK0451
 EK0451.The orthometric height was determined by differential leveling and
 EK0451.adjusted by the NATIONAL GEODETIC SURVEY
 EK0451.in June 1991.
 EK0451
 EK0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0451.GEOID18 height accuracy estimate available here.
 EK0451
 EK0451.Click photographs - Photos may exist for this station.
 EK0451
 EK0451.The dynamic height is computed by dividing the NAVD 88
 EK0451.geopotential number by the normal gravity value computed on the
 EK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0451.degrees latitude (g = 980.6199 gals.).
 EK0451
 EK0451.The modeled gravity was interpolated from observed gravity values.
 EK0451
 EK0451;                    North         East    Units  Estimated Accuracy
 EK0451;SPC OK S     -   180,724.5     854,579.1     MT  (+/- 3 meters HH1 GPS) 
 EK0451
 EK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9786267616(NAD 83)
 EK0451
 EK0451                          SUPERSEDED SURVEY CONTROL
 EK0451
 EK0451  NGVD 29 (??/??/92)  195.039  (m)          639.89   (f) ADJ UNCH    2 0
 EK0451
 EK0451.Superseded values are not recommended for survey control.
 EK0451
 EK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0451.See file dsdata.pdf to determine how the superseded data were derived.
 EK0451
 EK0451_MARKER: DB = BENCH MARK DISK
 EK0451_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0451_STAMPING: Q 160 1934
 EK0451_MARK LOGO: CGS
 EK0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0451
 EK0451  HISTORY     - Date     Condition        Report By
 EK0451  HISTORY     - 1934     MONUMENTED       CGS
 EK0451  HISTORY     - 1977     GOOD             USGS
 EK0451
 EK0451                          STATION DESCRIPTION
 EK0451
 EK0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0451'AT PANOLA.
 EK0451'AT PANOLA, LATIMER COUNTY, 84 FEET SOUTH OF THE SOUTH CORNER OF
 EK0451'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION WAITING
 EK0451'ROOM, ABOUT 144 FEET SOUTH OF MILEPOST 330, AT A ROAD CROSSING,
 EK0451'69 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 108 FEET
 EK0451'SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, 24 FEET NORTH OF
 EK0451'THE NORTH CORNER OF THE J.A. PEPPER GENERAL MERCHANDISE STORE,
 EK0451'AND 1.8 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED Q
 EK0451'160 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0451
 EK0451                          STATION RECOVERY (1977)
 EK0451
 EK0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0451'AT PANOLA, LATIMER COUNTY, ABOUT 84 FT S. OF THE S. COR. OF THE C. R.
 EK0451'AND P. RY. STATION SITE, ABOUT 144 FT S. OF MILEPOST 330, AT A ROAD
 EK0451'CROSSING, 99 FT S AND 69 FT E OF ROAD CROSSING MAIN TRACK, 40 FT S.
 EK0451'OF PRIVATE DRIVE, 62 FT N. OF NE CORNER OF WHITE WOOD FRAME HOUSE, IN
 EK0451'CONCRETE POST, STANDARD DISK, STAMPED Q 160 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0692 ***********************************************************************
 FH0692  DESIGNATION -  Q 161
 FH0692  PID         -  FH0692
 FH0692  STATE/COUNTY-  OK/MUSKOGEE
 FH0692  COUNTRY     -  US
 FH0692  USGS QUAD   -  BELAND (2018)
 FH0692
 FH0692                         *CURRENT SURVEY CONTROL
 FH0692  ______________________________________________________________________
 FH0692* NAD 83(1986) POSITION- 35 40 02.     (N) 095 34 34.     (W)   SCALED
 FH0692* NAVD 88 ORTHO HEIGHT -   197.200 (meters)      646.98  (feet) ADJUSTED
 FH0692  ______________________________________________________________________
 FH0692  GEOID HEIGHT    -        -29.507 (meters)                     GEOID18
 FH0692  DYNAMIC HEIGHT  -        197.019 (meters)      646.39  (feet) COMP
 FH0692  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 FH0692
 FH0692  VERT ORDER      -  SECOND    CLASS 0
 FH0692
 FH0692.The horizontal coordinates were scaled from a map and have
 FH0692.an estimated accuracy of +/- 6 seconds.
 FH0692
 FH0692.The orthometric height was determined by differential leveling and
 FH0692.adjusted by the NATIONAL GEODETIC SURVEY
 FH0692.in June 1991.
 FH0692
 FH0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0692.GEOID18 height accuracy estimate available here.
 FH0692
 FH0692.Click photographs - Photos may exist for this station.
 FH0692
 FH0692.The dynamic height is computed by dividing the NAVD 88
 FH0692.geopotential number by the normal gravity value computed on the
 FH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0692.degrees latitude (g = 980.6199 gals.).
 FH0692
 FH0692.The modeled gravity was interpolated from observed gravity values.
 FH0692
 FH0692;                    North         East    Units  Estimated Accuracy
 FH0692;SPC OK N     -    76,770.      819,440.      MT  (+/- 180 meters Scaled)
 FH0692
 FH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV668500(NAD 83)
 FH0692
 FH0692                          SUPERSEDED SURVEY CONTROL
 FH0692
 FH0692  NGVD 29 (??/??/92)  197.084  (m)          646.60   (f) ADJ UNCH    2 0
 FH0692
 FH0692.Superseded values are not recommended for survey control.
 FH0692
 FH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0692.See file dsdata.pdf to determine how the superseded data were derived.
 FH0692
 FH0692_MARKER: DB = BENCH MARK DISK
 FH0692_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0692_STAMPING: Q 161 1934
 FH0692_MARK LOGO: CGS
 FH0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0692
 FH0692  HISTORY     - Date     Condition        Report By
 FH0692  HISTORY     - 1934     MONUMENTED       CGS
 FH0692  HISTORY     - 1969     MARK NOT FOUND   CGS
 FH0692
 FH0692                          STATION DESCRIPTION
 FH0692
 FH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0692'5.7 MI NE FROM BOYNTON.
 FH0692'5.7 MILES NORTHEAST OF, ALONG S.L. AND S.F. RY. FROM STATION
 FH0692'ABOUT 160 FEET SOUTHWEST OF INTERSECTION OF EAST-WEST DIRT ROAD
 FH0692'WITH RAILROAD, 48.5 FEET NORTHWEST OF CENTERLINE OF ST. LOUIS
 FH0692'AND SAN FRANCISCO RY., 16.5 FEET NORTHWEST OF M.P. 469-15, 1.5
 FH0692'FEET SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0692'POST, SET AT NORTHEAST END OF RAILROAD CURVE.
 FH0692
 FH0692                          STATION RECOVERY (1969)
 FH0692
 FH0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0692'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0703 ***********************************************************************
 FH0703  DESIGNATION -  Q 162
 FH0703  PID         -  FH0703
 FH0703  STATE/COUNTY-  OK/OKMULGEE
 FH0703  COUNTRY     -  US
 FH0703  USGS QUAD   -  MORRIS (2018)
 FH0703
 FH0703                         *CURRENT SURVEY CONTROL
 FH0703  ______________________________________________________________________
 FH0703* NAD 83(1986) POSITION- 35 36 30.01   (N) 095 51 43.42   (W)   HD_HELD1
 FH0703* NAVD 88 ORTHO HEIGHT -   218.525 (meters)      716.94  (feet) ADJUSTED
 FH0703  ______________________________________________________________________
 FH0703  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 FH0703  DYNAMIC HEIGHT  -        218.322 (meters)      716.28  (feet) COMP
 FH0703  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 FH0703
 FH0703  VERT ORDER      -  SECOND    CLASS 0
 FH0703
 FH0703.The horizontal coordinates were determined by differentially corrected
 FH0703.hand held GPS observations or other comparable positioning techniques
 FH0703.and have an estimated accuracy of +/- 3 meters.
 FH0703
 FH0703.The orthometric height was determined by differential leveling and
 FH0703.adjusted by the NATIONAL GEODETIC SURVEY
 FH0703.in June 1991.
 FH0703
 FH0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0703.GEOID18 height accuracy estimate available here.
 FH0703
 FH0703.Click photographs - Photos may exist for this station.
 FH0703
 FH0703.The dynamic height is computed by dividing the NAVD 88
 FH0703.geopotential number by the normal gravity value computed on the
 FH0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0703.degrees latitude (g = 980.6199 gals.).
 FH0703
 FH0703.The modeled gravity was interpolated from observed gravity values.
 FH0703
 FH0703;                    North         East    Units  Estimated Accuracy
 FH0703;SPC OK N     -    69,629.5     793,696.0     MT  (+/- 3 meters HH1 GPS) 
 FH0703
 FH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4074444280(NAD 83)
 FH0703
 FH0703                          SUPERSEDED SURVEY CONTROL
 FH0703
 FH0703  NGVD 29 (??/??/92)  218.411  (m)          716.57   (f) ADJ UNCH    2 0
 FH0703
 FH0703.Superseded values are not recommended for survey control.
 FH0703
 FH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0703.See file dsdata.pdf to determine how the superseded data were derived.
 FH0703
 FH0703_MARKER: DB = BENCH MARK DISK
 FH0703_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0703+WITH SETTING: PAVEMENT
 FH0703_SP_SET: WATER TANK LEG BASE
 FH0703_STAMPING: Q 162 1934
 FH0703_MARK LOGO: CGS
 FH0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0703+STABILITY: SURFACE MOTION
 FH0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0703+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FH0703
 FH0703  HISTORY     - Date     Condition        Report By
 FH0703  HISTORY     - 1934     MONUMENTED       CGS
 FH0703  HISTORY     - 19970429 GOOD             NGS
 FH0703  HISTORY     - 20220314 GOOD             OKDOT
 FH0703  HISTORY     - 20240717 GOOD             OKDOT
 FH0703
 FH0703                          STATION DESCRIPTION
 FH0703
 FH0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0703'IN MORRIS.
 FH0703'IN THE TOWN OF, AT MORRIS CITY WATER TOWER .8 FT. SOUTH OF NORTH
 FH0703'CORNER OF CONCRETE FOOTING, BRONZE TABLET SET HORIZONTALLY IN
 FH0703'TOP OF NORTHWEST CONCRETE FOOTING TO MORRIS CITY WATER TOWER.
 FH0703
 FH0703                          STATION RECOVERY (1997)
 FH0703
 FH0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0703'IN MORRIS, AT THE INTERSECTION OF OMULGEE AND 2ND STREETS, IN THE
 FH0703'NORTHWEST CONCRETE FOOTING FOR A WATER TANK (TANK REMOVED) , 55.0 M
 FH0703'(180.4 FT) WEST OF THE CENTER OF 2ND STREET, 36.3 M (119.1 FT) SOUTH
 FH0703'OF THE CENTER OF OKMULGEE STREET, 2.7 M (8.9 FT) EAST OF THE EAST FACE
 FH0703'OF THE CITY MAINTENANCE SHOP, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FH0703'STREETS, AND 0.1 M (0.3 FT) SOUTH OF THE NORTH CORNER OF THE FOOTING.
 FH0703
 FH0703                          STATION RECOVERY (2022)
 FH0703
 FH0703'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0703'RECOVERED IN GOOD CONDITION.
 FH0703
 FH0703                          STATION RECOVERY (2024)
 FH0703
 FH0703'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FH0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0254 ***********************************************************************
 GG0254  DESIGNATION -  Q 163
 GG0254  PID         -  GG0254
 GG0254  STATE/COUNTY-  OK/OTTAWA
 GG0254  COUNTRY     -  US
 GG0254  USGS QUAD   -  AFTON (2018)
 GG0254
 GG0254                         *CURRENT SURVEY CONTROL
 GG0254  ______________________________________________________________________
 GG0254* NAD 83(1986) POSITION- 36 41 35.80   (N) 094 57 58.92   (W)   HD_HELD1
 GG0254* NAVD 88 ORTHO HEIGHT -   239.597 (meters)      786.08  (feet) ADJUSTED
 GG0254  ______________________________________________________________________
 GG0254  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 GG0254  DYNAMIC HEIGHT  -        239.399 (meters)      785.43  (feet) COMP
 GG0254  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 GG0254
 GG0254  VERT ORDER      -  SECOND    CLASS 0
 GG0254
 GG0254.The horizontal coordinates were determined by differentially corrected
 GG0254.hand held GPS observations or other comparable positioning techniques
 GG0254.and have an estimated accuracy of +/- 3 meters.
 GG0254
 GG0254.The orthometric height was determined by differential leveling and
 GG0254.adjusted by the NATIONAL GEODETIC SURVEY
 GG0254.in June 1991.
 GG0254
 GG0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0254.GEOID18 height accuracy estimate available here.
 GG0254
 GG0254.Click photographs - Photos may exist for this station.
 GG0254
 GG0254.The dynamic height is computed by dividing the NAVD 88
 GG0254.geopotential number by the normal gravity value computed on the
 GG0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0254.degrees latitude (g = 980.6199 gals.).
 GG0254
 GG0254.The modeled gravity was interpolated from observed gravity values.
 GG0254
 GG0254;                    North         East    Units  Estimated Accuracy
 GG0254;SPC OK N     -   192,114.3     871,062.0     MT  (+/- 3 meters HH1 GPS) 
 GG0254
 GG0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2433062649(NAD 83)
 GG0254
 GG0254                          SUPERSEDED SURVEY CONTROL
 GG0254
 GG0254  NGVD 29 (??/??/92)  239.487  (m)          785.72   (f) ADJ UNCH    2 0
 GG0254
 GG0254.Superseded values are not recommended for survey control.
 GG0254
 GG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0254.See file dsdata.pdf to determine how the superseded data were derived.
 GG0254
 GG0254_MARKER: DB = BENCH MARK DISK
 GG0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0254_SP_SET: WATER TANK FOOTING
 GG0254_STAMPING: Q 163 1934
 GG0254_MARK LOGO: CGS
 GG0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0254+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0254
 GG0254  HISTORY     - Date     Condition        Report By
 GG0254  HISTORY     - 1934     MONUMENTED       CGS
 GG0254  HISTORY     - 1988     GOOD             USPSQD
 GG0254  HISTORY     - 1989     GOOD             USPSQD
 GG0254  HISTORY     - 20100115 GOOD             AIRDAT
 GG0254  HISTORY     - 20120725 GOOD             GEOCAC
 GG0254
 GG0254                          STATION DESCRIPTION
 GG0254
 GG0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0254'AT AFTON.
 GG0254'AT AFTON, OTTAWA COUNTY, 200 FEET SOUTH OF THE CENTERLINE OF
 GG0254'THE ST. LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK, AT THE CITY
 GG0254'WATER TOWER, IN THE TOP OF THE NORTHWEST CORNER CONCRETE FOOTING,
 GG0254'AND 0.5 FOOT EAST OF THE WEST CORNER OF THE FOOTING.  A STANDARD
 GG0254'DISK, STAMPED Q 163 1934.
 GG0254
 GG0254                          STATION RECOVERY (1988)
 GG0254
 GG0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0254'RECOVERED IN GOOD CONDITION.
 GG0254
 GG0254                          STATION RECOVERY (1989)
 GG0254
 GG0254'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0254'RECOVERED IN GOOD CONDITION.
 GG0254
 GG0254                          STATION RECOVERY (2010)
 GG0254
 GG0254'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0254'RECOVERED IN GOOD CONDITION.
 GG0254
 GG0254                          STATION RECOVERY (2012)
 GG0254
 GG0254'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0417 ***********************************************************************
 FH0417  DESIGNATION -  Q 164 RESET
 FH0417  PID         -  FH0417
 FH0417  STATE/COUNTY-  OK/CHEROKEE
 FH0417  COUNTRY     -  US
 FH0417  USGS QUAD   -  PARK HILL (2019)
 FH0417
 FH0417                         *CURRENT SURVEY CONTROL
 FH0417  ______________________________________________________________________
 FH0417* NAD 83(1986) POSITION- 35 52 27.     (N) 094 58 33.     (W)   SCALED
 FH0417* NAVD 88 ORTHO HEIGHT -   244.54  (meters)      802.3   (feet) RESET
 FH0417  ______________________________________________________________________
 FH0417  GEOID HEIGHT    -        -29.055 (meters)                     GEOID18
 FH0417  VERT ORDER      -  THIRD
 FH0417
 FH0417.The horizontal coordinates were scaled from a map and have
 FH0417.an estimated accuracy of +/- 6 seconds.
 FH0417
 FH0417.The orthometric height was computed from unverified reset data.
 FH0417
 FH0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0417.GEOID18 height accuracy estimate available here.
 FH0417
 FH0417.Click photographs - Photos may exist for this station.
 FH0417
 FH0417;                    North         East    Units  Estimated Accuracy
 FH0417;SPC OK N     -   101,240.      873,050.      MT  (+/- 180 meters Scaled)
 FH0417
 FH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV216717(NAD 83)
 FH0417
 FH0417                          SUPERSEDED SURVEY CONTROL
 FH0417
 FH0417.No superseded survey control is available for this station.
 FH0417
 FH0417_MARKER: DB = BENCH MARK DISK
 FH0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0417_STAMPING: Q 164 RESET 1936
 FH0417_MARK LOGO: CGS
 FH0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0417+STABILITY: SURFACE MOTION
 FH0417
 FH0417  HISTORY     - Date     Condition        Report By
 FH0417  HISTORY     - 1936     MONUMENTED       OKDH
 FH0417  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0417
 FH0417                          STATION DESCRIPTION
 FH0417
 FH0417'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1936
 FH0417'1.4 MI NW FROM PARK HILL.
 FH0417'1.4 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0417'FROM THE STATION AT PARK HILL, CHEROKEE COUNTY, NEAR THE CROSSING
 FH0417'OF U.S. HIGHWAY 62, 133.5 FEET NORTHWEST OF PIER 1 FROM THE
 FH0417'NORTH END OF THE OVERPASS, 41.7 FEET NORTH OF THE NORTH RAIL
 FH0417'OF THE TRACK, 26.7 FEET SOUTHEAST OF THE POINT WHERE THE RAILROAD
 FH0417'RIGHT-OF-WAY INTERSECTS THE HIGHWAY RIGHT-OF-WAY, AND IN LINE
 FH0417'WITH THE SOUTH FACE OF THE PIER.  A STANDARD DISK, STAMPED Q
 FH0417'164 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 FH0417'THROUGH SEARCH OF THE DESCRIBED AREA FAILED TO REVEAL ANY TRACE
 FH0417'OF THE MARK.  ONLY THE GRADE REMAINS OF THE DESCRIBED R.R., NO
 FH0417'TRACE REMAINS OF THE DESCRIBED R.R. OVERPASS.
 FH0417
 FH0417                          STATION RECOVERY (1972)
 FH0417
 FH0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0417'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0350 ***********************************************************************
 DM0350  DESIGNATION -  Q 165
 DM0350  PID         -  DM0350
 DM0350  STATE/COUNTY-  OK/MCCURTAIN
 DM0350  COUNTRY     -  US
 DM0350  USGS QUAD   -  IDABEL (2019)
 DM0350
 DM0350                         *CURRENT SURVEY CONTROL
 DM0350  ______________________________________________________________________
 DM0350* NAD 83(1986) POSITION- 33 58 18.     (N) 094 49 03.     (W)   SCALED
 DM0350* NAVD 88 ORTHO HEIGHT -   115.827 (meters)      380.01  (feet) ADJUSTED
 DM0350  ______________________________________________________________________
 DM0350  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 DM0350  DYNAMIC HEIGHT  -        115.710 (meters)      379.63  (feet) COMP
 DM0350  MODELED GRAVITY -    979,624.2   (mgal)                       NAVD 88
 DM0350
 DM0350  VERT ORDER      -  SECOND    CLASS 0
 DM0350
 DM0350.The horizontal coordinates were scaled from a map and have
 DM0350.an estimated accuracy of +/- 6 seconds.
 DM0350
 DM0350.The orthometric height was determined by differential leveling and
 DM0350.adjusted by the NATIONAL GEODETIC SURVEY
 DM0350.in June 1991.
 DM0350
 DM0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0350.GEOID18 height accuracy estimate available here.
 DM0350
 DM0350.Click photographs - Photos may exist for this station.
 DM0350
 DM0350.The dynamic height is computed by dividing the NAVD 88
 DM0350.geopotential number by the normal gravity value computed on the
 DM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0350.degrees latitude (g = 980.6199 gals.).
 DM0350
 DM0350.The modeled gravity was interpolated from observed gravity values.
 DM0350
 DM0350;                    North         East    Units  Estimated Accuracy
 DM0350;SPC OK S     -    75,440.      894,060.      MT  (+/- 180 meters Scaled)
 DM0350
 DM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT320605(NAD 83)
 DM0350
 DM0350                          SUPERSEDED SURVEY CONTROL
 DM0350
 DM0350  NGVD 29 (??/??/92)  115.804  (m)          379.93   (f) ADJ UNCH    2 0
 DM0350
 DM0350.Superseded values are not recommended for survey control.
 DM0350
 DM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0350.See file dsdata.pdf to determine how the superseded data were derived.
 DM0350
 DM0350_MARKER: DB = BENCH MARK DISK
 DM0350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM0350_STAMPING: Q 165 1934
 DM0350_MARK LOGO: CGS
 DM0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0350
 DM0350  HISTORY     - Date     Condition        Report By
 DM0350  HISTORY     - 1934     MONUMENTED       CGS
 DM0350
 DM0350                          STATION DESCRIPTION
 DM0350
 DM0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0350'5.7 MI N FROM IDABEL.
 DM0350'5.7 MILES NORTH OF, ALONG U.S. HWY. 70, FROM COURTHOUSE OPPOSITE
 DM0350'DIVISION FENCE.  ABOUT 0.4 MILE NORTH OF CURVE TO SOUTHWEST AND SIDE
 DM0350'ROAD LEADING SOUTH.  ABOUT 0.4 MILE SOUTH OF ROAD FORK AND SERVICE
 DM0350'STATION ON WEST SIDE OF HIGHWAY.  280 FEET SOUTH OF CONCRETE HIGHWAY
 DM0350'CULVERT.  33 FEET EAST OF CENTERLINE OF U.S. HWY. 70.  4.6 FEET
 DM0350'NORTHEAST OF POWER LINE POLE.  1.4 FEET WEST OF FENCE.  TABLET SET IN
 DM0350'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0384 ***********************************************************************
 EK0384  CBN         -  This is a Cooperative Base Network Control Station.
 EK0384  DESIGNATION -  Q 166
 EK0384  PID         -  EK0384
 EK0384  STATE/COUNTY-  OK/LE FLORE
 EK0384  COUNTRY     -  US
 EK0384  USGS QUAD   -  LEFLORE (2018)
 EK0384
 EK0384                         *CURRENT SURVEY CONTROL
 EK0384  ______________________________________________________________________
 EK0384* NAD 83(2011) POSITION- 34 57 02.33475(N) 094 54 31.44019(W)   ADJUSTED
 EK0384* NAD 83(2011) ELLIP HT-   134.613 (meters)        (06/27/12)   ADJUSTED
 EK0384* NAD 83(2011) EPOCH   -  2010.00
 EK0384* NAVD 88 ORTHO HEIGHT -   166.247 (meters)      545.43  (feet) ADJUSTED
 EK0384  ______________________________________________________________________
 EK0384  GEOID HEIGHT    -        -31.621 (meters)                     GEOID18
 EK0384  NAD 83(2011) X  -   -447,839.296 (meters)                     COMP
 EK0384  NAD 83(2011) Y  - -5,214,479.871 (meters)                     COMP
 EK0384  NAD 83(2011) Z  -  3,633,457.769 (meters)                     COMP
 EK0384  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 EK0384  DYNAMIC HEIGHT  -        166.075 (meters)      544.86  (feet) COMP
 EK0384  MODELED GRAVITY -    979,600.2   (mgal)                       NAVD 88
 EK0384
 EK0384  VERT ORDER      -  SECOND    CLASS 0
 EK0384
 EK0384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0384  Standards:
 EK0384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0384  -------------------------------------------------------------------
 EK0384  NETWORK    1.75   4.00           0.79   0.62   2.04      0.06655356
 EK0384  -------------------------------------------------------------------
 EK0384  Click here for local accuracies and other accuracy information.
 EK0384
 EK0384.The horizontal coordinates were established by GPS observations
 EK0384.and adjusted by the National Geodetic Survey in June 2012.
 EK0384
 EK0384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0384.been affixed to the stable North American tectonic plate. See 
 EK0384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0384
 EK0384.The horizontal coordinates are valid at the epoch date displayed above
 EK0384.which is a decimal equivalence of Year/Month/Day.
 EK0384
 EK0384.The orthometric height was determined by differential leveling and
 EK0384.adjusted by the NATIONAL GEODETIC SURVEY
 EK0384.in June 1991.
 EK0384
 EK0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0384.GEOID18 height accuracy estimate available here.
 EK0384
 EK0384.Click photographs - Photos may exist for this station.
 EK0384
 EK0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0384
 EK0384.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0384
 EK0384.The ellipsoidal height was determined by GPS observations
 EK0384.and is referenced to NAD 83.
 EK0384
 EK0384.The dynamic height is computed by dividing the NAVD 88
 EK0384.geopotential number by the normal gravity value computed on the
 EK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0384.degrees latitude (g = 980.6199 gals.).
 EK0384
 EK0384.The modeled gravity was interpolated from observed gravity values.
 EK0384
 EK0384. The following values were computed from the NAD 83(2011) position.
 EK0384
 EK0384;                    North         East     Units Scale Factor Converg.
 EK0384;SPC OK S     -   183,723.496   882,308.935   MT  0.99995633   +1 45 16.8
 EK0384;SPC OK S     -   602,766.17  2,894,708.56   sFT  0.99995633   +1 45 16.8
 EK0384;UTM  15      - 3,869,233.681   325,709.237   MT  0.99997440   -1 05 37.4
 EK0384
 EK0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0384!SPC OK S     -   0.99997887  x   0.99995633  =   0.99993520
 EK0384!UTM  15      -   0.99997887  x   0.99997440  =   0.99995327
 EK0384
 EK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2570969233(NAD 83)
 EK0384
 EK0384                          SUPERSEDED SURVEY CONTROL
 EK0384
 EK0384  NAD 83(2007)-  34 57 02.33474(N)    094 54 31.44094(W) AD(2002.00) 0
 EK0384  ELLIP H (02/10/07)  134.632  (m)                       GP(2002.00)    
 EK0384  ELLIP H (04/16/01)  134.621  (m)                       GP(       ) 4 2
 EK0384  NAD 83(1993)-  34 57 02.33475(N)    094 54 31.44081(W) AD(       ) B
 EK0384  ELLIP H (05/09/94)  134.731  (m)                       GP(       ) 4 2
 EK0384  NAVD 88             166.25   (m)          545.4    (f) LEVELING    3  
 EK0384  NGVD 29 (??/??/92)  166.138  (m)          545.07   (f) ADJ UNCH    2 0
 EK0384
 EK0384.Superseded values are not recommended for survey control.
 EK0384
 EK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0384.See file dsdata.pdf to determine how the superseded data were derived.
 EK0384
 EK0384_MARKER: DB = BENCH MARK DISK
 EK0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0384_STAMPING: Q 166 1934
 EK0384_MARK LOGO: CGS
 EK0384_PROJECTION: FLUSH
 EK0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0384+STABILITY: SURFACE MOTION
 EK0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0384+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 EK0384
 EK0384  HISTORY     - Date     Condition        Report By
 EK0384  HISTORY     - 1934     MONUMENTED       CGS
 EK0384  HISTORY     - 1959     GOOD             CGS
 EK0384  HISTORY     - 19930504 GOOD             NGS
 EK0384  HISTORY     - 20170328 GOOD             GRWAS
 EK0384  HISTORY     - 20180815 GOOD             OKDOT
 EK0384
 EK0384                          STATION DESCRIPTION
 EK0384
 EK0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0384'AT FANSHAWE.
 EK0384'AT FANSHAWE, LE FLORE COUNTY, ABOUT 103 FEET EAST OF THE EAST
 EK0384'END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 EK0384'3.5 FEET WEST OF THE THIRD POLE WEST OF MILEPOST 312+15, AT A
 EK0384'ROAD CROSSING, 28 FEET WEST OF THE CENTER LINE OF THE ROAD,
 EK0384'42 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND 9.8
 EK0384'FEET NORTH OF THE CENTER LINE OF A SIDETRACK ON THE NORTH SIDE
 EK0384'OF THE STATION.  A STANDARD DISK, STAMPED Q 166 1934 AND SET
 EK0384'IN THE TOP OF A CONCRETE POST.
 EK0384
 EK0384                          STATION RECOVERY (1959)
 EK0384
 EK0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0384'RECOVERED IN GOOD CONDITION.
 EK0384
 EK0384                          STATION RECOVERY (1993)
 EK0384
 EK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EK0384'THE STATION IS LOCATED IN THE SMALL TOWN OF FANSHAWE IN A STRIP OF
 EK0384'LAND BETWEEN HIGHWAY 270 AND A RAILROAD TRACK AND IN THE SOUTHWEST
 EK0384'QUADRANT OF THE JUNCTION OF THE RAILROAD AND A PAVED ROAD AND IN THE
 EK0384'RAILROAD RIGHT-OF-WAY.  OWNERSHIP--CHICAGO ROCK ISLAND PACIFIC
 EK0384'RAILROAD.
 EK0384'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 270 AND 271 SOUTH (ABOUT
 EK0384'10 KM (6.20 MI) WEST OF WISTER), GO WEST ON HIGHWAY 270 FOR 6.15 KM
 EK0384'(3.80 MI) TO A BRIDGE OVER COAL CREEK.  CONTINUE AHEAD, WEST, ON
 EK0384'HIGHWAY 270 FOR 0.40 KM (0.25 MI) TO THE ONLY PAVED INTERSECTION IN
 EK0384'THE TOWN OF FANSHAWE.  TURN LEFT, SOUTH, ON THE PAVED ROAD FOR ABOUT
 EK0384'45 M (147.6 FT)  TO THE STATION ON THE RIGHT.
 EK0384'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST SET
 EK0384'FLUSH WITH THE GROUND.  IT IS 45.2 M (148.3 FT) SOUTH FROM THE CENTER
 EK0384'OF HIGHWAY 270, 11.9 M (39.0 FT) NORTH FROM THE NORTH RAIL OF THE
 EK0384'RAILROAD TRACKS, 8.7 M (28.5 FT) WEST FROM THE CENTER OF THE PAVED
 EK0384'ROAD, 7.8 M (25.6 FT) NORTHWEST FROM THE POST FOR A SIGN -RAILROAD
 EK0384'CROSSING-, 0.6 M (2.0 FT) WEST FROM A FIBERGLASS WITNESS POST, AND
 EK0384'0.2 M (0.7 FT) NORTH FROM A STEEL WITNESS POST.
 EK0384'DESCRIBED BY D.G. AUG
 EK0384
 EK0384                          STATION RECOVERY (2017)
 EK0384
 EK0384'RECOVERY NOTE BY GRW AERIAL SURVEY 2017 (DAM)
 EK0384'RECOVERED IN GOOD CONDITION.
 EK0384
 EK0384                          STATION RECOVERY (2018)
 EK0384
 EK0384'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SH)
 EK0384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0312 ***********************************************************************
 EK0312  DESIGNATION -  Q 168
 EK0312  PID         -  EK0312
 EK0312  STATE/COUNTY-  OK/MCCURTAIN
 EK0312  COUNTRY     -  US
 EK0312  USGS QUAD   -  BETHEL (2018)
 EK0312
 EK0312                         *CURRENT SURVEY CONTROL
 EK0312  ______________________________________________________________________
 EK0312* NAD 83(1986) POSITION- 34 21 51.     (N) 094 48 16.     (W)   SCALED
 EK0312* NAVD 88 ORTHO HEIGHT -   283.500 (meters)      930.12  (feet) ADJUSTED
 EK0312  ______________________________________________________________________
 EK0312  GEOID HEIGHT    -        -30.480 (meters)                     GEOID18
 EK0312  DYNAMIC HEIGHT  -        283.190 (meters)      929.10  (feet) COMP
 EK0312  MODELED GRAVITY -    979,535.8   (mgal)                       NAVD 88
 EK0312
 EK0312  VERT ORDER      -  SECOND    CLASS 0
 EK0312
 EK0312.The horizontal coordinates were scaled from a map and have
 EK0312.an estimated accuracy of +/- 6 seconds.
 EK0312
 EK0312.The orthometric height was determined by differential leveling and
 EK0312.adjusted by the NATIONAL GEODETIC SURVEY
 EK0312.in June 1991.
 EK0312
 EK0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0312.GEOID18 height accuracy estimate available here.
 EK0312
 EK0312.Click photographs - Photos may exist for this station.
 EK0312
 EK0312.The dynamic height is computed by dividing the NAVD 88
 EK0312.geopotential number by the normal gravity value computed on the
 EK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0312.degrees latitude (g = 980.6199 gals.).
 EK0312
 EK0312.The modeled gravity was interpolated from observed gravity values.
 EK0312
 EK0312;                    North         East    Units  Estimated Accuracy
 EK0312;SPC OK S     -   119,000.      893,890.      MT  (+/- 180 meters Scaled)
 EK0312
 EK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU340040(NAD 83)
 EK0312
 EK0312                          SUPERSEDED SURVEY CONTROL
 EK0312
 EK0312  NGVD 29 (??/??/92)  283.436  (m)          929.91   (f) ADJ UNCH    2 0
 EK0312
 EK0312.Superseded values are not recommended for survey control.
 EK0312
 EK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0312.See file dsdata.pdf to determine how the superseded data were derived.
 EK0312
 EK0312_MARKER: DB = BENCH MARK DISK
 EK0312_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0312_STAMPING: Q 168 1934
 EK0312_MARK LOGO: CGS
 EK0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0312
 EK0312  HISTORY     - Date     Condition        Report By
 EK0312  HISTORY     - 1934     MONUMENTED       CGS
 EK0312  HISTORY     - 1955     POOR             USGS
 EK0312
 EK0312                          STATION DESCRIPTION
 EK0312
 EK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0312'1.9 MI E FROM BETHEL.
 EK0312'1.9 MILES EAST OF, ALONG ST. HWY 21 AT SUMMIT OF SMALL KNOLL,
 EK0312'104 FEET WEST OF SMALL WOODEN HIGHWAY CULVERT, 78.7 FEET NORTH
 EK0312'OF TELEPHONE POLE, 23 FEET NORTH OF CENTERLINE OF STATE HWY. 21,
 EK0312'21 FEET EAST OF CENTERLINE OF WAGON ROAD LEADING NORTH, 5 FEET
 EK0312'SOUTHWEST OF CHARRED PINE STUMP, 1.4 FT. HIGH, 2 FT. IN DIAMETER
 EK0312'AT BASE, 2 FEET ABOVE LEVEL OF HIGHWAY.  TABLET SET IN PRECAST
 EK0312'CONCRETE POST.
 EK0312
 EK0312                          STATION RECOVERY (1955)
 EK0312
 EK0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EK0312'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0183 ***********************************************************************
 FK0183  DESIGNATION -  Q 169
 FK0183  PID         -  FK0183
 FK0183  STATE/COUNTY-  OK/CUSTER
 FK0183  COUNTRY     -  US
 FK0183  USGS QUAD   -  WEATHERFORD (2018)
 FK0183
 FK0183                         *CURRENT SURVEY CONTROL
 FK0183  ______________________________________________________________________
 FK0183* NAD 83(1986) POSITION- 35 31 23.     (N) 098 42 33.     (W)   SCALED
 FK0183* NAVD 88 ORTHO HEIGHT -   502.224 (meters)     1647.71  (feet) ADJUSTED
 FK0183  ______________________________________________________________________
 FK0183  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 FK0183  DYNAMIC HEIGHT  -        501.725 (meters)     1646.08  (feet) COMP
 FK0183  MODELED GRAVITY -    979,624.7   (mgal)                       NAVD 88
 FK0183
 FK0183  VERT ORDER      -  FIRST     CLASS II
 FK0183
 FK0183.The horizontal coordinates were scaled from a map and have
 FK0183.an estimated accuracy of +/- 6 seconds.
 FK0183
 FK0183.The orthometric height was determined by differential leveling and
 FK0183.adjusted by the NATIONAL GEODETIC SURVEY
 FK0183.in June 1991.
 FK0183
 FK0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0183.GEOID18 height accuracy estimate available here.
 FK0183
 FK0183.Click photographs - Photos may exist for this station.
 FK0183
 FK0183.The dynamic height is computed by dividing the NAVD 88
 FK0183.geopotential number by the normal gravity value computed on the
 FK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0183.degrees latitude (g = 980.6199 gals.).
 FK0183
 FK0183.The modeled gravity was interpolated from observed gravity values.
 FK0183
 FK0183;                    North         East    Units  Estimated Accuracy
 FK0183;SPC OK N     -    58,270.      535,680.      MT  (+/- 180 meters Scaled)
 FK0183
 FK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE263310(NAD 83)
 FK0183
 FK0183                          SUPERSEDED SURVEY CONTROL
 FK0183
 FK0183  NGVD 29 (??/??/92)  502.014  (m)         1647.02   (f) ADJ UNCH    1 2
 FK0183
 FK0183.Superseded values are not recommended for survey control.
 FK0183
 FK0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0183.See file dsdata.pdf to determine how the superseded data were derived.
 FK0183
 FK0183_MARKER: DB = BENCH MARK DISK
 FK0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0183_STAMPING: Q 169 1953
 FK0183_MARK LOGO: CGS
 FK0183_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0183+STABILITY: SURFACE MOTION
 FK0183
 FK0183  HISTORY     - Date     Condition        Report By
 FK0183  HISTORY     - 1953     MONUMENTED       CGS
 FK0183  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0183
 FK0183                          STATION DESCRIPTION
 FK0183
 FK0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0183'AT WEATHERFORD.
 FK0183'AT WEATHERFORD, 192 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FK0183'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 19.6 FEET
 FK0183'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 58 FEET EAST OF THE
 FK0183'CENTER LINE OF BROADWAY STREET, 11.2 FEET EAST OF THE EAST
 FK0183'EDGE OF A CONCRETE SIDEWALK, 3.5 FEET EAST OF A WITNESS POST,
 FK0183'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 FK0183'THE GROUND.
 FK0183
 FK0183                          STATION RECOVERY (1984)
 FK0183
 FK0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0385 ***********************************************************************
 GG0385  DESIGNATION -  Q 17
 GG0385  PID         -  GG0385
 GG0385  STATE/COUNTY-  OK/ROGERS
 GG0385  COUNTRY     -  US
 GG0385  USGS QUAD   -  OOLOGAH (2018)
 GG0385
 GG0385                         *CURRENT SURVEY CONTROL
 GG0385  ______________________________________________________________________
 GG0385* NAD 83(1986) POSITION- 36 25 58.     (N) 095 42 32.     (W)   SCALED
 GG0385* NAVD 88 ORTHO HEIGHT -   188.612 (meters)      618.80  (feet) ADJUSTED
 GG0385  ______________________________________________________________________
 GG0385  GEOID HEIGHT    -        -29.179 (meters)                     GEOID18
 GG0385  DYNAMIC HEIGHT  -        188.452 (meters)      618.28  (feet) COMP
 GG0385  MODELED GRAVITY -    979,783.5   (mgal)                       NAVD 88
 GG0385
 GG0385  VERT ORDER      -  FIRST     CLASS II
 GG0385
 GG0385.The horizontal coordinates were scaled from a map and have
 GG0385.an estimated accuracy of +/- 6 seconds.
 GG0385
 GG0385.The orthometric height was determined by differential leveling and
 GG0385.adjusted by the NATIONAL GEODETIC SURVEY
 GG0385.in June 1991.
 GG0385
 GG0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0385.GEOID18 height accuracy estimate available here.
 GG0385
 GG0385.Click photographs - Photos may exist for this station.
 GG0385
 GG0385.The dynamic height is computed by dividing the NAVD 88
 GG0385.geopotential number by the normal gravity value computed on the
 GG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0385.degrees latitude (g = 980.6199 gals.).
 GG0385
 GG0385.The modeled gravity was interpolated from observed gravity values.
 GG0385
 GG0385;                    North         East    Units  Estimated Accuracy
 GG0385;SPC OK N     -   161,400.      805,410.      MT  (+/- 180 meters Scaled)
 GG0385
 GG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA571353(NAD 83)
 GG0385
 GG0385                          SUPERSEDED SURVEY CONTROL
 GG0385
 GG0385  NGVD 29 (??/??/92)  188.494  (m)          618.42   (f) ADJ UNCH    1 2
 GG0385
 GG0385.Superseded values are not recommended for survey control.
 GG0385
 GG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0385.See file dsdata.pdf to determine how the superseded data were derived.
 GG0385
 GG0385_MARKER: DB = BENCH MARK DISK
 GG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0385_STAMPING: Q 17 1933
 GG0385_MARK LOGO: CGS
 GG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0385+STABILITY: SURFACE MOTION
 GG0385
 GG0385  HISTORY     - Date     Condition        Report By
 GG0385  HISTORY     - 1933     MONUMENTED       CGS
 GG0385  HISTORY     - 1960     GOOD             CGS
 GG0385
 GG0385                          STATION DESCRIPTION
 GG0385
 GG0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0385'1 MI S FROM OOLOGAH.
 GG0385'ABOUT 1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0385'THE STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 2-1/2 POLES NORTH
 GG0385'OF MILEPOST 621, 45 FEET WEST OF THE WEST RAIL, AND 2 FEET
 GG0385'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q
 GG0385'17 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 GG0385'6 INCHES ABOVE GROUND.
 GG0385
 GG0385                          STATION RECOVERY (1960)
 GG0385
 GG0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0527 ***********************************************************************
 FK0527  DESIGNATION -  Q 170
 FK0527  PID         -  FK0527
 FK0527  STATE/COUNTY-  OK/CANADIAN
 FK0527  COUNTRY     -  US
 FK0527  USGS QUAD   -  COGAR NE (2018)
 FK0527
 FK0527                         *CURRENT SURVEY CONTROL
 FK0527  ______________________________________________________________________
 FK0527* NAD 83(1986) POSITION- 35 28 21.     (N) 098 00 08.     (W)   SCALED
 FK0527* NAVD 88 ORTHO HEIGHT -   429.050 (meters)     1407.64  (feet) POSTED
 FK0527  ______________________________________________________________________
 FK0527  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FK0527  DYNAMIC HEIGHT  -        428.63  (meters)     1406.3   (feet) COMP
 FK0527  MODELED GRAVITY -    979,640.0   (mgal)                       NAVD 88
 FK0527
 FK0527  VERT ORDER      -  * POSTED, SEE BELOW
 FK0527
 FK0527.This mark is at El Reno Airport (F28)
 FK0527
 FK0527.The horizontal coordinates were scaled from a map and have
 FK0527.an estimated accuracy of +/- 6 seconds.
 FK0527
 FK0527.The orthometric height was determined by differential leveling
 FK0527.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0527
 FK0527.* This is a POSTED BENCH MARK height.
 FK0527
 FK0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0527.GEOID18 height accuracy estimate available here.
 FK0527
 FK0527.Click photographs - Photos may exist for this station.
 FK0527
 FK0527.The dynamic height is computed by dividing the NAVD 88
 FK0527.geopotential number by the normal gravity value computed on the
 FK0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0527.degrees latitude (g = 980.6199 gals.).
 FK0527
 FK0527.The modeled gravity was interpolated from observed gravity values.
 FK0527
 FK0527;                    North         East    Units  Estimated Accuracy
 FK0527;SPC OK N     -    52,430.      599,800.      MT  (+/- 180 meters Scaled)
 FK0527
 FK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE905259(NAD 83)
 FK0527
 FK0527                          SUPERSEDED SURVEY CONTROL
 FK0527
 FK0527  NGVD 29 (??/??/92)  428.869  (m)         1407.05   (f) ADJ UNCH    1 2
 FK0527
 FK0527.Superseded values are not recommended for survey control.
 FK0527
 FK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0527.See file dsdata.pdf to determine how the superseded data were derived.
 FK0527
 FK0527_MARKER: DB = BENCH MARK DISK
 FK0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0527_STAMPING: Q 170 1953
 FK0527_MARK LOGO: CGS
 FK0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0527+STABILITY: SURFACE MOTION
 FK0527
 FK0527  HISTORY     - Date     Condition        Report By
 FK0527  HISTORY     - 1953     MONUMENTED       CGS
 FK0527
 FK0527                          STATION DESCRIPTION
 FK0527
 FK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0527'6.2 MI SW FROM EL RENO.
 FK0527'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0527'RAILROAD FROM THE STATION AT EL RENO, THENCE 0.7 MILE WEST ALONG
 FK0527'U.S. HIGHWAY 66, THENCE 3.3 MILES SOUTH ALONG AN OILED ROAD,
 FK0527'THENCE 1.55 MILES WEST ALONG AN OILED ROAD, THENCE 0.5 MILE
 FK0527'SOUTH ALONG AN OILED ROAD, AT THE MUSTANG AIRPORT, 260 FEET
 FK0527'NORTHEAST OF THE NORTHEAST CORNER OF HANGAR 1, 40 FEET NORTHWEST
 FK0527'OF THE CENTER LINE OF A DRIVEWAY, 26.5 FEET NORTHEAST OF THE
 FK0527'NORTHEAST CORNER OF A BRICK INCINERATOR, 7.3 FEET NORTH OF A
 FK0527'POWER POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FK0527'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  THE
 FK0527'AIRPORT IS ABANDONED AT THE PRESENT TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0018 ***********************************************************************
 FK0018  DESIGNATION -  Q 171
 FK0018  PID         -  FK0018
 FK0018  STATE/COUNTY-  OK/CANADIAN
 FK0018  COUNTRY     -  US
 FK0018  USGS QUAD   -  GEARY NORTH (2018)
 FK0018
 FK0018                         *CURRENT SURVEY CONTROL
 FK0018  ______________________________________________________________________
 FK0018* NAD 83(1986) POSITION- 35 38 09.     (N) 098 17 16.     (W)   SCALED
 FK0018* NAVD 88 ORTHO HEIGHT -   449.859 (meters)     1475.91  (feet) ADJUSTED
 FK0018  ______________________________________________________________________
 FK0018  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 FK0018  DYNAMIC HEIGHT  -        449.421 (meters)     1474.48  (feet) COMP
 FK0018  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 FK0018
 FK0018  VERT ORDER      -  FIRST     CLASS II
 FK0018
 FK0018.The horizontal coordinates were scaled from a map and have
 FK0018.an estimated accuracy of +/- 6 seconds.
 FK0018
 FK0018.The orthometric height was determined by differential leveling and
 FK0018.adjusted by the NATIONAL GEODETIC SURVEY
 FK0018.in June 1991.
 FK0018
 FK0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0018.GEOID18 height accuracy estimate available here.
 FK0018
 FK0018.Click photographs - Photos may exist for this station.
 FK0018
 FK0018.The dynamic height is computed by dividing the NAVD 88
 FK0018.geopotential number by the normal gravity value computed on the
 FK0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0018.degrees latitude (g = 980.6199 gals.).
 FK0018
 FK0018.The modeled gravity was interpolated from observed gravity values.
 FK0018
 FK0018;                    North         East    Units  Estimated Accuracy
 FK0018;SPC OK N     -    70,590.      573,930.      MT  (+/- 180 meters Scaled)
 FK0018
 FK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE644437(NAD 83)
 FK0018
 FK0018                          SUPERSEDED SURVEY CONTROL
 FK0018
 FK0018  NGVD 29 (??/??/92)  449.668  (m)         1475.29   (f) ADJ UNCH    1 2
 FK0018
 FK0018.Superseded values are not recommended for survey control.
 FK0018
 FK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0018.See file dsdata.pdf to determine how the superseded data were derived.
 FK0018
 FK0018_MARKER: DB = BENCH MARK DISK
 FK0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0018_STAMPING: Q 171 1953
 FK0018_MARK LOGO: CGS
 FK0018_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0018+STABILITY: SURFACE MOTION
 FK0018
 FK0018  HISTORY     - Date     Condition        Report By
 FK0018  HISTORY     - 1953     MONUMENTED       CGS
 FK0018
 FK0018                          STATION DESCRIPTION
 FK0018
 FK0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0018'1.9 MI E FROM GEARY.
 FK0018'1.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0018'RAILROAD FROM THE STATION AT GEARY, 90 FEET NORTHWEST OF MILEPOST
 FK0018'533, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.8 FEET SOUTHEAST
 FK0018'OF A FENCE, 3.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 FK0018'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0159 ***********************************************************************
 FK0159  DESIGNATION -  Q 172
 FK0159  PID         -  FK0159
 FK0159  STATE/COUNTY-  OK/CADDO
 FK0159  COUNTRY     -  US
 FK0159  USGS QUAD   -  HYDRO (2018)
 FK0159
 FK0159                         *CURRENT SURVEY CONTROL
 FK0159  ______________________________________________________________________
 FK0159* NAD 83(1986) POSITION- 35 32 22.     (N) 098 30 50.     (W)   SCALED
 FK0159* NAVD 88 ORTHO HEIGHT -   443.920 (meters)     1456.43  (feet) ADJUSTED
 FK0159  ______________________________________________________________________
 FK0159  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FK0159  DYNAMIC HEIGHT  -        443.479 (meters)     1454.98  (feet) COMP
 FK0159  MODELED GRAVITY -    979,627.5   (mgal)                       NAVD 88
 FK0159
 FK0159  VERT ORDER      -  FIRST     CLASS II
 FK0159
 FK0159.The horizontal coordinates were scaled from a map and have
 FK0159.an estimated accuracy of +/- 6 seconds.
 FK0159
 FK0159.The orthometric height was determined by differential leveling and
 FK0159.adjusted by the NATIONAL GEODETIC SURVEY
 FK0159.in June 1991.
 FK0159
 FK0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0159.GEOID18 height accuracy estimate available here.
 FK0159
 FK0159.Click photographs - Photos may exist for this station.
 FK0159
 FK0159.The dynamic height is computed by dividing the NAVD 88
 FK0159.geopotential number by the normal gravity value computed on the
 FK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0159.degrees latitude (g = 980.6199 gals.).
 FK0159
 FK0159.The modeled gravity was interpolated from observed gravity values.
 FK0159
 FK0159;                    North         East    Units  Estimated Accuracy
 FK0159;SPC OK S     -   244,840.      553,400.      MT  (+/- 180 meters Scaled)
 FK0159
 FK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE440329(NAD 83)
 FK0159
 FK0159                          SUPERSEDED SURVEY CONTROL
 FK0159
 FK0159  NGVD 29 (??/??/92)  443.725  (m)         1455.79   (f) ADJ UNCH    1 2
 FK0159
 FK0159.Superseded values are not recommended for survey control.
 FK0159
 FK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0159.See file dsdata.pdf to determine how the superseded data were derived.
 FK0159
 FK0159_MARKER: DB = BENCH MARK DISK
 FK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0159_STAMPING: Q 172 1953
 FK0159_MARK LOGO: CGS
 FK0159_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0159+STABILITY: SURFACE MOTION
 FK0159
 FK0159  HISTORY     - Date     Condition        Report By
 FK0159  HISTORY     - 1953     MONUMENTED       CGS
 FK0159  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0159
 FK0159                          STATION DESCRIPTION
 FK0159
 FK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0159'3.9 MI E FROM HYDRO.
 FK0159'3.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0159'FROM THE STATION AT HYDRO, 18 FEET SOUTHWEST OF THE 3RD POLE
 FK0159'EAST OF MILEPOST 551, 46.6 FEET SOUTHWEST OF THE SOUTHWEST
 FK0159'CORNER OF TRESTLE 5509, 47 FEET SOUTH OF THE SOUTH RAIL, 1.4
 FK0159'FEET NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, SET IN
 FK0159'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FK0159'GROUND.
 FK0159
 FK0159                          STATION RECOVERY (1984)
 FK0159
 FK0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0271 ***********************************************************************
 FK0271  DESIGNATION -  Q 173
 FK0271  PID         -  FK0271
 FK0271  STATE/COUNTY-  OK/CUSTER
 FK0271  COUNTRY     -  US
 FK0271  USGS QUAD   -  CLINTON (2018)
 FK0271
 FK0271                         *CURRENT SURVEY CONTROL
 FK0271  ______________________________________________________________________
 FK0271* NAD 83(1986) POSITION- 35 33 31.     (N) 098 57 52.     (W)   SCALED
 FK0271* NAVD 88 ORTHO HEIGHT -   492.723 (meters)     1616.54  (feet) POSTED
 FK0271  ______________________________________________________________________
 FK0271  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 FK0271  DYNAMIC HEIGHT  -        492.23  (meters)     1614.9   (feet) COMP
 FK0271  MODELED GRAVITY -    979,616.8   (mgal)                       NAVD 88
 FK0271
 FK0271  VERT ORDER      -  * POSTED, SEE BELOW
 FK0271
 FK0271.The horizontal coordinates were scaled from a map and have
 FK0271.an estimated accuracy of +/- 6 seconds.
 FK0271
 FK0271.The orthometric height was determined by differential leveling
 FK0271.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0271
 FK0271.* This is a POSTED BENCH MARK height.
 FK0271
 FK0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0271.GEOID18 height accuracy estimate available here.
 FK0271
 FK0271.Click photographs - Photos may exist for this station.
 FK0271
 FK0271.The dynamic height is computed by dividing the NAVD 88
 FK0271.geopotential number by the normal gravity value computed on the
 FK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0271.degrees latitude (g = 980.6199 gals.).
 FK0271
 FK0271.The modeled gravity was interpolated from observed gravity values.
 FK0271
 FK0271;                    North         East    Units  Estimated Accuracy
 FK0271;SPC OK N     -    62,410.      512,560.      MT  (+/- 180 meters Scaled)
 FK0271
 FK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE032349(NAD 83)
 FK0271
 FK0271                          SUPERSEDED SURVEY CONTROL
 FK0271
 FK0271  NGVD 29 (??/??/92)  492.519  (m)         1615.87   (f) ADJ UNCH    1 2
 FK0271
 FK0271.Superseded values are not recommended for survey control.
 FK0271
 FK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0271.See file dsdata.pdf to determine how the superseded data were derived.
 FK0271
 FK0271_MARKER: DB = BENCH MARK DISK
 FK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0271_STAMPING: Q 173 1953
 FK0271_MARK LOGO: CGS
 FK0271_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0271+STABILITY: SURFACE MOTION
 FK0271
 FK0271  HISTORY     - Date     Condition        Report By
 FK0271  HISTORY     - 1953     MONUMENTED       CGS
 FK0271  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0271
 FK0271                          STATION DESCRIPTION
 FK0271
 FK0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0271'2.2 MI N FROM CLINTON.
 FK0271'2.25 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE CHICAGO, ROCK
 FK0271'ISLAND AND PACIFIC RAILROAD STATION AT CLINTON, 91 FEET SOUTH
 FK0271'OF THE SOUTH END OF A ROW OF ELM TREES, 47 FEET WEST OF THE
 FK0271'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A FENCE, 2 FEET
 FK0271'SOUTH OF A WITNESS POST, 0.9 MILE SOUTH OF BENCH MARK R 173,
 FK0271'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FK0271'THE GROUND.
 FK0271
 FK0271                          STATION RECOVERY (1981)
 FK0271
 FK0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0322 ***********************************************************************
 FK0322  DESIGNATION -  Q 174 RESET
 FK0322  PID         -  FK0322
 FK0322  STATE/COUNTY-  OK/WASHITA
 FK0322  COUNTRY     -  US
 FK0322  USGS QUAD   -  CANUTE (2018)
 FK0322
 FK0322                         *CURRENT SURVEY CONTROL
 FK0322  ______________________________________________________________________
 FK0322* NAD 83(1986) POSITION- 35 25 18.42   (N) 099 17 11.26   (W)   HD_HELD1
 FK0322* NAVD 88 ORTHO HEIGHT -   583.87  (meters)     1915.6   (feet) RESET
 FK0322  ______________________________________________________________________
 FK0322  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 FK0322  VERT ORDER      -  THIRD
 FK0322
 FK0322.The horizontal coordinates were determined by differentially corrected
 FK0322.hand held GPS observations or other comparable positioning techniques
 FK0322.and have an estimated accuracy of +/- 3 meters.
 FK0322
 FK0322.The orthometric height was computed from unverified reset data.
 FK0322
 FK0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0322.GEOID18 height accuracy estimate available here.
 FK0322
 FK0322.Click photographs - Photos may exist for this station.
 FK0322
 FK0322;                    North         East    Units  Estimated Accuracy
 FK0322;SPC OK S     -   232,414.1     483,165.3     MT  (+/- 3 meters HH1 GPS) 
 FK0322
 FK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME7399419856(NAD 83)
 FK0322
 FK0322                          SUPERSEDED SURVEY CONTROL
 FK0322
 FK0322.No superseded survey control is available for this station.
 FK0322
 FK0322_MARKER: DB = BENCH MARK DISK
 FK0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0322_SP_SET: UNDERPASS
 FK0322_STAMPING: Q 174 RESET 1961
 FK0322_MARK LOGO: CGS
 FK0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0322
 FK0322  HISTORY     - Date     Condition        Report By
 FK0322  HISTORY     - 1961     MONUMENTED       CGS
 FK0322
 FK0322                          STATION DESCRIPTION
 FK0322
 FK0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FK0322'THIS MARK IS LOCATED 0.17 MILE WEST ALONG THE CHICAGO, ROCK
 FK0322'ISLAND, AND PACIFIC RAILROAD FROM THE STATION AT CANUTE, AT THE
 FK0322'UNDERPASS OF U.S. HIGHWAY 66, 5 FEET SOUTHEAST OF THE SOUTHEAST
 FK0322'RAIL, AND SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF
 FK0322'THE WEST ABUTMENT OF A NEW UNDERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0404 ***********************************************************************
 FK0404  DESIGNATION -  Q 175
 FK0404  PID         -  FK0404
 FK0404  STATE/COUNTY-  OK/BECKHAM
 FK0404  COUNTRY     -  US
 FK0404  USGS QUAD   -  DOXEY (2018)
 FK0404
 FK0404                         *CURRENT SURVEY CONTROL
 FK0404  ______________________________________________________________________
 FK0404* NAD 83(1986) POSITION- 35 17 55.06   (N) 099 36 42.95   (W)   HD_HELD1
 FK0404* NAVD 88 ORTHO HEIGHT -   556.500 (meters)     1825.78  (feet) ADJUSTED
 FK0404  ______________________________________________________________________
 FK0404  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 FK0404  DYNAMIC HEIGHT  -        555.923 (meters)     1823.89  (feet) COMP
 FK0404  MODELED GRAVITY -    979,578.7   (mgal)                       NAVD 88
 FK0404
 FK0404  VERT ORDER      -  FIRST     CLASS II
 FK0404
 FK0404.The horizontal coordinates were determined by differentially corrected
 FK0404.hand held GPS observations or other comparable positioning techniques
 FK0404.and have an estimated accuracy of +/- 3 meters.
 FK0404
 FK0404.The orthometric height was determined by differential leveling and
 FK0404.adjusted by the NATIONAL GEODETIC SURVEY
 FK0404.in June 1991.
 FK0404
 FK0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0404.GEOID18 height accuracy estimate available here.
 FK0404
 FK0404.Click photographs - Photos may exist for this station.
 FK0404
 FK0404.The dynamic height is computed by dividing the NAVD 88
 FK0404.geopotential number by the normal gravity value computed on the
 FK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0404.degrees latitude (g = 980.6199 gals.).
 FK0404
 FK0404.The modeled gravity was interpolated from observed gravity values.
 FK0404
 FK0404;                    North         East    Units  Estimated Accuracy
 FK0404;SPC OK S     -   219,176.1     453,390.7     MT  (+/- 3 meters HH1 GPS) 
 FK0404
 FK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4436306332(NAD 83)
 FK0404
 FK0404                          SUPERSEDED SURVEY CONTROL
 FK0404
 FK0404  NGVD 29 (??/??/92)  556.266  (m)         1825.02   (f) ADJ UNCH    1 2
 FK0404
 FK0404.Superseded values are not recommended for survey control.
 FK0404
 FK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0404.See file dsdata.pdf to determine how the superseded data were derived.
 FK0404
 FK0404_MARKER: DB = BENCH MARK DISK
 FK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0404_STAMPING: Q 175 1953
 FK0404_MARK LOGO: CGS
 FK0404_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0404+STABILITY: SURFACE MOTION
 FK0404
 FK0404  HISTORY     - Date     Condition        Report By
 FK0404  HISTORY     - 1953     MONUMENTED       CGS
 FK0404
 FK0404                          STATION DESCRIPTION
 FK0404
 FK0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0404'1.6 MI NE FROM SAYRE.
 FK0404'1.65 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0404'RAILROAD FROM THE STATION AT SAYRE, 9 POLES EAST OF MILEPOST
 FK0404'625, 74 FEET EAST OF THE CENTER OF A GRAVELED ROAD CROSSING,
 FK0404'45.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18.5 FEET EAST OF
 FK0404'A POWER POLE, 1.8 FEET NORTHWEST OF A FENCE, 2.8 FEET SOUTHWEST
 FK0404'OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 FK0404'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 FK0404'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0421 ***********************************************************************
 FK0421  DESIGNATION -  Q 176
 FK0421  PID         -  FK0421
 FK0421  STATE/COUNTY-  OK/BECKHAM
 FK0421  COUNTRY     -  US
 FK0421  USGS QUAD   -  ERICK (2018)
 FK0421
 FK0421                         *CURRENT SURVEY CONTROL
 FK0421  ______________________________________________________________________
 FK0421* NAD 83(1986) POSITION- 35 13 28.     (N) 099 48 24.     (W)   SCALED
 FK0421* NAVD 88 ORTHO HEIGHT -   612.753 (meters)     2010.34  (feet) ADJUSTED
 FK0421  ______________________________________________________________________
 FK0421  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 FK0421  DYNAMIC HEIGHT  -        612.130 (meters)     2008.30  (feet) COMP
 FK0421  MODELED GRAVITY -    979,596.5   (mgal)                       NAVD 88
 FK0421
 FK0421  VERT ORDER      -  FIRST     CLASS II
 FK0421
 FK0421.The horizontal coordinates were scaled from a map and have
 FK0421.an estimated accuracy of +/- 6 seconds.
 FK0421
 FK0421.The orthometric height was determined by differential leveling and
 FK0421.adjusted by the NATIONAL GEODETIC SURVEY
 FK0421.in June 1991.
 FK0421
 FK0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0421.GEOID18 height accuracy estimate available here.
 FK0421
 FK0421.Click photographs - Photos may exist for this station.
 FK0421
 FK0421.The dynamic height is computed by dividing the NAVD 88
 FK0421.geopotential number by the normal gravity value computed on the
 FK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0421.degrees latitude (g = 980.6199 gals.).
 FK0421
 FK0421.The modeled gravity was interpolated from observed gravity values.
 FK0421
 FK0421;                    North         East    Units  Estimated Accuracy
 FK0421;SPC OK S     -   211,250.      435,530.      MT  (+/- 180 meters Scaled)
 FK0421
 FK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD265982(NAD 83)
 FK0421
 FK0421                          SUPERSEDED SURVEY CONTROL
 FK0421
 FK0421  NGVD 29 (??/??/92)  612.528  (m)         2009.60   (f) ADJ UNCH    1 2
 FK0421
 FK0421.Superseded values are not recommended for survey control.
 FK0421
 FK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0421.See file dsdata.pdf to determine how the superseded data were derived.
 FK0421
 FK0421_MARKER: DB = BENCH MARK DISK
 FK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0421_STAMPING: Q 176 1953
 FK0421_MARK LOGO: CGS
 FK0421_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0421+STABILITY: SURFACE MOTION
 FK0421
 FK0421  HISTORY     - Date     Condition        Report By
 FK0421  HISTORY     - 1953     MONUMENTED       CGS
 FK0421  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0421
 FK0421                          STATION DESCRIPTION
 FK0421
 FK0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0421'3.4 MI NE FROM ERICK.
 FK0421'3.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0421'RAILROAD FROM THE STATION AT ERICK, 9 RAILS SOUTHWEST OF A
 FK0421'DIRT ROAD CROSSING, 45.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FK0421'2.4 FEET NORTHWEST OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS
 FK0421'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 FK0421'ABOVE THE GROUND.
 FK0421
 FK0421                          STATION RECOVERY (1987)
 FK0421
 FK0421'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0003 ***********************************************************************
 FJ0003  DESIGNATION -  Q 18
 FJ0003  PID         -  FJ0003
 FJ0003  STATE/COUNTY-  OK/CREEK
 FJ0003  COUNTRY     -  US
 FJ0003  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0003
 FJ0003                         *CURRENT SURVEY CONTROL
 FJ0003  ______________________________________________________________________
 FJ0003* NAD 83(1986) POSITION- 35 56 26.     (N) 096 03 45.     (W)   SCALED
 FJ0003* NAVD 88 ORTHO HEIGHT -   213.222 (meters)      699.55  (feet) ADJUSTED
 FJ0003  ______________________________________________________________________
 FJ0003  GEOID HEIGHT    -        -28.800 (meters)                     GEOID18
 FJ0003  DYNAMIC HEIGHT  -        213.033 (meters)      698.93  (feet) COMP
 FJ0003  MODELED GRAVITY -    979,740.4   (mgal)                       NAVD 88
 FJ0003
 FJ0003  VERT ORDER      -  FIRST     CLASS II
 FJ0003
 FJ0003.The horizontal coordinates were scaled from a map and have
 FJ0003.an estimated accuracy of +/- 6 seconds.
 FJ0003
 FJ0003.The orthometric height was determined by differential leveling and
 FJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0003.in June 1991.
 FJ0003
 FJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0003.GEOID18 height accuracy estimate available here.
 FJ0003
 FJ0003.Click photographs - Photos may exist for this station.
 FJ0003
 FJ0003.The dynamic height is computed by dividing the NAVD 88
 FJ0003.geopotential number by the normal gravity value computed on the
 FJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0003.degrees latitude (g = 980.6199 gals.).
 FJ0003
 FJ0003.The modeled gravity was interpolated from observed gravity values.
 FJ0003
 FJ0003;                    North         East    Units  Estimated Accuracy
 FJ0003;SPC OK N     -   106,100.      774,800.      MT  (+/- 180 meters Scaled)
 FJ0003
 FJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE649813(NAD 83)
 FJ0003
 FJ0003                          SUPERSEDED SURVEY CONTROL
 FJ0003
 FJ0003  NGVD 29 (??/??/92)  213.114  (m)          699.19   (f) ADJ UNCH    1 2
 FJ0003
 FJ0003.Superseded values are not recommended for survey control.
 FJ0003
 FJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0003
 FJ0003_MARKER: DB = BENCH MARK DISK
 FJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0003_STAMPING: Q 18 1933
 FJ0003_MARK LOGO: CGS
 FJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0003+STABILITY: SURFACE MOTION
 FJ0003
 FJ0003  HISTORY     - Date     Condition        Report By
 FJ0003  HISTORY     - 1933     MONUMENTED       CGS
 FJ0003  HISTORY     - 19940331 MARK NOT FOUND   NGS
 FJ0003  HISTORY     - 20220531 MARK NOT FOUND   OKDOT
 FJ0003
 FJ0003                          STATION DESCRIPTION
 FJ0003
 FJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0003'AT KIEFER.
 FJ0003'AT KIEFER, LOCATED 180 YARDS SOUTH OF THE FRISCO STATION IN
 FJ0003'KIEFER, ON THE RAILROAD RIGHT OF WAY, 39 FT. SOUTH OF CENTERLINE
 FJ0003'OF ROAD CROSSING TRACKS, 34.7 FT. WEST OF WEST RAIL OF MAIN
 FJ0003'TRACKS, 26.1 FT. WEST OF WEST RAIL OF PASSING TRACKS.  STANDARD
 FJ0003'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0003
 FJ0003                          STATION RECOVERY (1994)
 FJ0003
 FJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0003'MARK NOT FOUND.
 FJ0003
 FJ0003                          STATION RECOVERY (2022)
 FJ0003
 FJ0003'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0544 ***********************************************************************
 GH0544  DESIGNATION -  Q 180
 GH0544  PID         -  GH0544
 GH0544  STATE/COUNTY-  OK/GRANT
 GH0544  COUNTRY     -  US
 GH0544  USGS QUAD   -  WAKITA (2018)
 GH0544
 GH0544                         *CURRENT SURVEY CONTROL
 GH0544  ______________________________________________________________________
 GH0544* NAD 83(1986) POSITION- 36 52 59.     (N) 097 55 02.     (W)   SCALED
 GH0544* NAVD 88 ORTHO HEIGHT -   358.310 (meters)     1175.56  (feet) ADJUSTED
 GH0544  ______________________________________________________________________
 GH0544  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 GH0544  DYNAMIC HEIGHT  -        358.014 (meters)     1174.58  (feet) COMP
 GH0544  MODELED GRAVITY -    979,795.2   (mgal)                       NAVD 88
 GH0544
 GH0544  VERT ORDER      -  FIRST     CLASS II
 GH0544
 GH0544.The horizontal coordinates were scaled from a map and have
 GH0544.an estimated accuracy of +/- 6 seconds.
 GH0544
 GH0544.The orthometric height was determined by differential leveling and
 GH0544.adjusted by the NATIONAL GEODETIC SURVEY
 GH0544.in June 1991.
 GH0544
 GH0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0544.GEOID18 height accuracy estimate available here.
 GH0544
 GH0544.Click photographs - Photos may exist for this station.
 GH0544
 GH0544.The dynamic height is computed by dividing the NAVD 88
 GH0544.geopotential number by the normal gravity value computed on the
 GH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0544.degrees latitude (g = 980.6199 gals.).
 GH0544
 GH0544.The modeled gravity was interpolated from observed gravity values.
 GH0544
 GH0544;                    North         East    Units  Estimated Accuracy
 GH0544;SPC OK N     -   208,940.      607,380.      MT  (+/- 180 meters Scaled)
 GH0544
 GH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF964824(NAD 83)
 GH0544
 GH0544                          SUPERSEDED SURVEY CONTROL
 GH0544
 GH0544  NGVD 29 (??/??/92)  358.198  (m)         1175.19   (f) ADJ UNCH    1 2
 GH0544
 GH0544.Superseded values are not recommended for survey control.
 GH0544
 GH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0544.See file dsdata.pdf to determine how the superseded data were derived.
 GH0544
 GH0544_MARKER: DB = BENCH MARK DISK
 GH0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0544_STAMPING: Q 180 1953
 GH0544_MARK LOGO: CGS
 GH0544_PROJECTION: PROJECTING 7 CENTIMETERS
 GH0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0544+STABILITY: SURFACE MOTION
 GH0544
 GH0544  HISTORY     - Date     Condition        Report By
 GH0544  HISTORY     - 1953     MONUMENTED       CGS
 GH0544  HISTORY     - 1985     GOOD             NGS
 GH0544
 GH0544                          STATION DESCRIPTION
 GH0544
 GH0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0544'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.32 KM (0.2
 GH0544'MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN WAKITA, AT A
 GH0544'RAILROAD CROSSING OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 10.4
 GH0544'METERS (34 FT) SOUTH OF THE CENTER OF THE ROAD, 14.0 METERS (46 FT)
 GH0544'SOUTHWEST OF THE SOUTHWEST RAIL, 0.61 METER (2 FT) NORTH OF A FENCE
 GH0544'AND 1.1 METERS (3.5 FT) SOUTHWEST OF A POWER POLE.
 GH0544'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0544'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0494 ***********************************************************************
 GH0494  DESIGNATION -  Q 181
 GH0494  PID         -  GH0494
 GH0494  STATE/COUNTY-  OK/GRANT
 GH0494  COUNTRY     -  US
 GH0494  USGS QUAD   -  POND CREEK (2018)
 GH0494
 GH0494                         *CURRENT SURVEY CONTROL
 GH0494  ______________________________________________________________________
 GH0494* NAD 83(1986) POSITION- 36 42 17.     (N) 097 47 35.     (W)   SCALED
 GH0494* NAVD 88 ORTHO HEIGHT -   318.782 (meters)     1045.87  (feet) ADJUSTED
 GH0494  ______________________________________________________________________
 GH0494  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 GH0494  DYNAMIC HEIGHT  -        318.514 (meters)     1044.99  (feet) COMP
 GH0494  MODELED GRAVITY -    979,781.6   (mgal)                       NAVD 88
 GH0494
 GH0494  VERT ORDER      -  FIRST     CLASS II
 GH0494
 GH0494.The horizontal coordinates were scaled from a map and have
 GH0494.an estimated accuracy of +/- 6 seconds.
 GH0494
 GH0494.The orthometric height was determined by differential leveling and
 GH0494.adjusted by the NATIONAL GEODETIC SURVEY
 GH0494.in June 1991.
 GH0494
 GH0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0494.GEOID18 height accuracy estimate available here.
 GH0494
 GH0494.Click photographs - Photos may exist for this station.
 GH0494
 GH0494.The dynamic height is computed by dividing the NAVD 88
 GH0494.geopotential number by the normal gravity value computed on the
 GH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0494.degrees latitude (g = 980.6199 gals.).
 GH0494
 GH0494.The modeled gravity was interpolated from observed gravity values.
 GH0494
 GH0494;                    North         East    Units  Estimated Accuracy
 GH0494;SPC OK N     -   189,170.      618,490.      MT  (+/- 180 meters Scaled)
 GH0494
 GH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF078627(NAD 83)
 GH0494
 GH0494                          SUPERSEDED SURVEY CONTROL
 GH0494
 GH0494  NGVD 29 (??/??/92)  318.667  (m)         1045.49   (f) ADJ UNCH    1 2
 GH0494
 GH0494.Superseded values are not recommended for survey control.
 GH0494
 GH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0494.See file dsdata.pdf to determine how the superseded data were derived.
 GH0494
 GH0494_MARKER: DB = BENCH MARK DISK
 GH0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0494_STAMPING: Q 181 1953
 GH0494_MARK LOGO: CGS
 GH0494_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0494+STABILITY: SURFACE MOTION
 GH0494
 GH0494  HISTORY     - Date     Condition        Report By
 GH0494  HISTORY     - 1953     MONUMENTED       CGS
 GH0494  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0494
 GH0494                          STATION DESCRIPTION
 GH0494
 GH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0494'1.1 MI S FROM JEFFERSON.
 GH0494'1.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0494'RAILROAD FROM THE STATION AT JEFFERSON, 3 POLES SOUTH OF A
 GH0494'SEMAPHORE, 40 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A
 GH0494'TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GH0494'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0494
 GH0494                          STATION RECOVERY (1985)
 GH0494
 GH0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0494'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0426 ***********************************************************************
 GH0426  DESIGNATION -  Q 182
 GH0426  PID         -  GH0426
 GH0426  STATE/COUNTY-  OK/GARFIELD
 GH0426  COUNTRY     -  US
 GH0426  USGS QUAD   -  ENID EAST (2018)
 GH0426
 GH0426                         *CURRENT SURVEY CONTROL
 GH0426  ______________________________________________________________________
 GH0426* NAD 83(1986) POSITION- 36 26 59.     (N) 097 52 18.     (W)   SCALED
 GH0426* NAVD 88 ORTHO HEIGHT -   390.117 (meters)     1279.91  (feet) ADJUSTED
 GH0426  ______________________________________________________________________
 GH0426  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 GH0426  DYNAMIC HEIGHT  -        389.776 (meters)     1278.79  (feet) COMP
 GH0426  MODELED GRAVITY -    979,746.5   (mgal)                       NAVD 88
 GH0426
 GH0426  VERT ORDER      -  FIRST     CLASS II
 GH0426
 GH0426.The horizontal coordinates were scaled from a map and have
 GH0426.an estimated accuracy of +/- 6 seconds.
 GH0426
 GH0426.The orthometric height was determined by differential leveling and
 GH0426.adjusted by the NATIONAL GEODETIC SURVEY
 GH0426.in June 1991.
 GH0426
 GH0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0426.GEOID18 height accuracy estimate available here.
 GH0426
 GH0426.Click photographs - Photos may exist for this station.
 GH0426
 GH0426.The dynamic height is computed by dividing the NAVD 88
 GH0426.geopotential number by the normal gravity value computed on the
 GH0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0426.degrees latitude (g = 980.6199 gals.).
 GH0426
 GH0426.The modeled gravity was interpolated from observed gravity values.
 GH0426
 GH0426;                    North         East    Units  Estimated Accuracy
 GH0426;SPC OK N     -   160,860.      611,500.      MT  (+/- 180 meters Scaled)
 GH0426
 GH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF011344(NAD 83)
 GH0426
 GH0426                          SUPERSEDED SURVEY CONTROL
 GH0426
 GH0426  NGVD 29 (??/??/92)  389.972  (m)         1279.43   (f) ADJ UNCH    1 2
 GH0426
 GH0426.Superseded values are not recommended for survey control.
 GH0426
 GH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0426.See file dsdata.pdf to determine how the superseded data were derived.
 GH0426
 GH0426_MARKER: DB = BENCH MARK DISK
 GH0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0426_STAMPING: Q 182 1953
 GH0426_MARK LOGO: CGS
 GH0426_PROJECTION: FLUSH
 GH0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0426+STABILITY: SURFACE MOTION
 GH0426
 GH0426  HISTORY     - Date     Condition        Report By
 GH0426  HISTORY     - 1953     MONUMENTED       CGS
 GH0426
 GH0426                          STATION DESCRIPTION
 GH0426
 GH0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0426'4.3 MI N FROM ENID.
 GH0426'4.3 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE
 GH0426'AT ENID, AT THE NORTH AIRPORT, ON THE WEST SIDE OF A HANGAR,
 GH0426'2.8 FEET NORTHWEST OF THE NORTH EDGE OF THE OFFICE DOOR, SET
 GH0426'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0381 ***********************************************************************
 GH0381  DESIGNATION -  Q 183
 GH0381  PID         -  GH0381
 GH0381  STATE/COUNTY-  OK/KINGFISHER
 GH0381  COUNTRY     -  US
 GH0381  USGS QUAD   -  BISON (2018)
 GH0381
 GH0381                         *CURRENT SURVEY CONTROL
 GH0381  ______________________________________________________________________
 GH0381* NAD 83(1986) POSITION- 36 08 39.     (N) 097 53 42.     (W)   SCALED
 GH0381* NAVD 88 ORTHO HEIGHT -   359.869 (meters)     1180.67  (feet) ADJUSTED
 GH0381  ______________________________________________________________________
 GH0381  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 GH0381  DYNAMIC HEIGHT  -        359.546 (meters)     1179.61  (feet) COMP
 GH0381  MODELED GRAVITY -    979,724.8   (mgal)                       NAVD 88
 GH0381
 GH0381  VERT ORDER      -  FIRST     CLASS II
 GH0381
 GH0381.The horizontal coordinates were scaled from a map and have
 GH0381.an estimated accuracy of +/- 6 seconds.
 GH0381
 GH0381.The orthometric height was determined by differential leveling and
 GH0381.adjusted by the NATIONAL GEODETIC SURVEY
 GH0381.in June 1991.
 GH0381
 GH0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0381.GEOID18 height accuracy estimate available here.
 GH0381
 GH0381.Click photographs - Photos may exist for this station.
 GH0381
 GH0381.The dynamic height is computed by dividing the NAVD 88
 GH0381.geopotential number by the normal gravity value computed on the
 GH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0381.degrees latitude (g = 980.6199 gals.).
 GH0381
 GH0381.The modeled gravity was interpolated from observed gravity values.
 GH0381
 GH0381;                    North         East    Units  Estimated Accuracy
 GH0381;SPC OK N     -   126,950.      609,450.      MT  (+/- 180 meters Scaled)
 GH0381
 GH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF994005(NAD 83)
 GH0381
 GH0381                          SUPERSEDED SURVEY CONTROL
 GH0381
 GH0381  NGVD 29 (??/??/92)  359.695  (m)         1180.10   (f) SUPERSEDED  1 2
 GH0381  NGVD 29 (04/22/92)  359.695  (m)         1180.10   (f) ADJUSTED    1 2
 GH0381
 GH0381.Superseded values are not recommended for survey control.
 GH0381
 GH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0381.See file dsdata.pdf to determine how the superseded data were derived.
 GH0381
 GH0381_MARKER: DB = BENCH MARK DISK
 GH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0381_STAMPING: Q 183 1953
 GH0381_MARK LOGO: CGS
 GH0381_PROJECTION: PROJECTING 8 CENTIMETERS
 GH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0381+STABILITY: SURFACE MOTION
 GH0381
 GH0381  HISTORY     - Date     Condition        Report By
 GH0381  HISTORY     - 1953     MONUMENTED       CGS
 GH0381  HISTORY     - 1985     GOOD             NGS
 GH0381
 GH0381                          STATION DESCRIPTION
 GH0381
 GH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0381'2.5 MI N FROM HENNESSEY.
 GH0381'2.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0381'FROM THE STATION AT HENNESSEY, 4 POLES SOUTH OF A ROAD CROSSING,
 GH0381'ACROSS THE TRACK FROM MILEPOST 359, 45 FEET EAST OF THE EAST
 GH0381'RAIL, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 GH0381'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GH0381'THE GROUND.
 GH0381
 GH0381                          STATION RECOVERY (1985)
 GH0381
 GH0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0381'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.48 KM (2.78
 GH0381'MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT HENNESSEY,
 GH0381'THENCE 0.51 KM (0.32 MI) WEST ALONG A GRAVEL SECTION LINE ROAD, IN THE
 GH0381'SOUTHEAST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND AND
 GH0381'PACIFIC RAILROAD, 182.9 METERS (600 FT) SOUTH OF THE CENTER OF THE
 GH0381'ROAD, 13.7 METERS (45 FT) EAST OF THE EAST RAIL, 17.4 METERS (57 FT)
 GH0381'EAST OF RAILROAD MILEPOLE 359 AND 0.6 METER (2 FT) WEST OF THE
 GH0381'NORTH-SOUTH FENCE.
 GH0381'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0381'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0583 ***********************************************************************
 FJ0583  DESIGNATION -  Q 184
 FJ0583  PID         -  FJ0583
 FJ0583  STATE/COUNTY-  OK/KINGFISHER
 FJ0583  COUNTRY     -  US
 FJ0583  USGS QUAD   -  DOVER (2018)
 FJ0583
 FJ0583                         *CURRENT SURVEY CONTROL
 FJ0583  ______________________________________________________________________
 FJ0583* NAD 83(1986) POSITION- 35 56 33.     (N) 097 54 53.     (W)   SCALED
 FJ0583* NAVD 88 ORTHO HEIGHT -   318.153 (meters)     1043.81  (feet) ADJUSTED
 FJ0583  ______________________________________________________________________
 FJ0583  GEOID HEIGHT    -        -27.287 (meters)                     GEOID18
 FJ0583  DYNAMIC HEIGHT  -        317.865 (meters)     1042.86  (feet) COMP
 FJ0583  MODELED GRAVITY -    979,720.6   (mgal)                       NAVD 88
 FJ0583
 FJ0583  VERT ORDER      -  FIRST     CLASS II
 FJ0583
 FJ0583.The horizontal coordinates were scaled from a map and have
 FJ0583.an estimated accuracy of +/- 6 seconds.
 FJ0583
 FJ0583.The orthometric height was determined by differential leveling and
 FJ0583.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0583.in June 1991.
 FJ0583
 FJ0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0583.GEOID18 height accuracy estimate available here.
 FJ0583
 FJ0583.Click photographs - Photos may exist for this station.
 FJ0583
 FJ0583.The dynamic height is computed by dividing the NAVD 88
 FJ0583.geopotential number by the normal gravity value computed on the
 FJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0583.degrees latitude (g = 980.6199 gals.).
 FJ0583
 FJ0583.The modeled gravity was interpolated from observed gravity values.
 FJ0583
 FJ0583;                    North         East    Units  Estimated Accuracy
 FJ0583;SPC OK N     -   104,580.      607,690.      MT  (+/- 180 meters Scaled)
 FJ0583
 FJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE978781(NAD 83)
 FJ0583
 FJ0583                          SUPERSEDED SURVEY CONTROL
 FJ0583
 FJ0583  NGVD 29 (??/??/92)  318.026  (m)         1043.39   (f) ADJ UNCH    1 2
 FJ0583
 FJ0583.Superseded values are not recommended for survey control.
 FJ0583
 FJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0583.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0583
 FJ0583_MARKER: DB = BENCH MARK DISK
 FJ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0583_STAMPING: Q 184 1953
 FJ0583_MARK LOGO: CGS
 FJ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0583+STABILITY: SURFACE MOTION
 FJ0583
 FJ0583  HISTORY     - Date     Condition        Report By
 FJ0583  HISTORY     - 1953     MONUMENTED       CGS
 FJ0583  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0583  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0583
 FJ0583                          STATION DESCRIPTION
 FJ0583
 FJ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0583'2.6 MI S FROM DOVER.
 FJ0583'2.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0583'RAILROAD FROM THE STATION AT DOVER, AT A ROAD CROSSING, 1/2
 FJ0583'POLE NORTH OF MILEPOST 373, 79 FEET WEST OF THE CENTER LINE OF
 FJ0583'U.S. HIGHWAY 81, 209 FEET NORTH OF THE CENTER LINE OF AN EAST
 FJ0583'AND WEST ROAD, 42 FEET EAST OF THE EAST RAIL, 7 FEET NORTH OF A
 FJ0583'TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 FJ0583'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FJ0583
 FJ0583                          STATION RECOVERY (1971)
 FJ0583
 FJ0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0583'MARK NOT FOUND.
 FJ0583
 FJ0583                          STATION RECOVERY (1985)
 FJ0583
 FJ0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0583'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0551 ***********************************************************************
 FJ0551  DESIGNATION -  Q 185
 FJ0551  PID         -  FJ0551
 FJ0551  STATE/COUNTY-  OK/CANADIAN
 FJ0551  COUNTRY     -  US
 FJ0551  USGS QUAD   -  OKARCHE (2018)
 FJ0551
 FJ0551                         *CURRENT SURVEY CONTROL
 FJ0551  ______________________________________________________________________
 FJ0551* NAD 83(1986) POSITION- 35 40 29.     (N) 097 59 33.     (W)   SCALED
 FJ0551* NAVD 88 ORTHO HEIGHT -   382.627 (meters)     1255.34  (feet) ADJUSTED
 FJ0551  ______________________________________________________________________
 FJ0551  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 FJ0551  DYNAMIC HEIGHT  -        382.264 (meters)     1254.14  (feet) COMP
 FJ0551  MODELED GRAVITY -    979,675.6   (mgal)                       NAVD 88
 FJ0551
 FJ0551  VERT ORDER      -  FIRST     CLASS II
 FJ0551
 FJ0551.The horizontal coordinates were scaled from a map and have
 FJ0551.an estimated accuracy of +/- 6 seconds.
 FJ0551
 FJ0551.The orthometric height was determined by differential leveling and
 FJ0551.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0551.in June 1991.
 FJ0551
 FJ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0551.GEOID18 height accuracy estimate available here.
 FJ0551
 FJ0551.Click photographs - Photos may exist for this station.
 FJ0551
 FJ0551.The dynamic height is computed by dividing the NAVD 88
 FJ0551.geopotential number by the normal gravity value computed on the
 FJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0551.degrees latitude (g = 980.6199 gals.).
 FJ0551
 FJ0551.The modeled gravity was interpolated from observed gravity values.
 FJ0551
 FJ0551;                    North         East    Units  Estimated Accuracy
 FJ0551;SPC OK N     -    74,860.      600,680.      MT  (+/- 180 meters Scaled)
 FJ0551
 FJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE911483(NAD 83)
 FJ0551
 FJ0551                          SUPERSEDED SURVEY CONTROL
 FJ0551
 FJ0551  NGVD 29 (??/??/92)  382.472  (m)         1254.83   (f) ADJ UNCH    1 2
 FJ0551
 FJ0551.Superseded values are not recommended for survey control.
 FJ0551
 FJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0551.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0551
 FJ0551_MARKER: DB = BENCH MARK DISK
 FJ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0551_STAMPING: Q 185 1953
 FJ0551_MARK LOGO: CGS
 FJ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0551+STABILITY: SURFACE MOTION
 FJ0551
 FJ0551  HISTORY     - Date     Condition        Report By
 FJ0551  HISTORY     - 1953     MONUMENTED       CGS
 FJ0551
 FJ0551                          STATION DESCRIPTION
 FJ0551
 FJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0551'3.5 MI S FROM OKARCHE.
 FJ0551'3.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0551'FROM THE STATION AT OKARCHE, 45 FEET WEST OF THE WEST RAIL, 28
 FJ0551'FEET NORTH OF A FENCE CORNER, 10.5 FEET NORTHWEST OF THE 2ND
 FJ0551'POLE SOUTH OF MILEPOST 392, 3 FEET EAST OF A FENCE, 2 FEET SOUTH
 FJ0551'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0551'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0455 ***********************************************************************
 FJ0455  DESIGNATION -  Q 186
 FJ0455  PID         -  FJ0455
 FJ0455  STATE/COUNTY-  OK/GRADY
 FJ0455  COUNTRY     -  US
 FJ0455  USGS QUAD   -  MINCO (2018)
 FJ0455
 FJ0455                         *CURRENT SURVEY CONTROL
 FJ0455  ______________________________________________________________________
 FJ0455* NAD 83(1986) POSITION- 35 21 47.     (N) 097 55 47.     (W)   SCALED
 FJ0455* NAVD 88 ORTHO HEIGHT -   386.161 (meters)     1266.93  (feet) POSTED
 FJ0455  ______________________________________________________________________
 FJ0455  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 FJ0455  DYNAMIC HEIGHT  -        385.78  (meters)     1265.7   (feet) COMP
 FJ0455  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FJ0455
 FJ0455  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0455
 FJ0455.The horizontal coordinates were scaled from a map and have
 FJ0455.an estimated accuracy of +/- 6 seconds.
 FJ0455
 FJ0455.The orthometric height was determined by differential leveling
 FJ0455.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0455
 FJ0455.* This is a POSTED BENCH MARK height.
 FJ0455
 FJ0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0455.GEOID18 height accuracy estimate available here.
 FJ0455
 FJ0455.Click photographs - Photos may exist for this station.
 FJ0455
 FJ0455.The dynamic height is computed by dividing the NAVD 88
 FJ0455.geopotential number by the normal gravity value computed on the
 FJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0455.degrees latitude (g = 980.6199 gals.).
 FJ0455
 FJ0455.The modeled gravity was interpolated from observed gravity values.
 FJ0455
 FJ0455;                    North         East    Units  Estimated Accuracy
 FJ0455;SPC OK S     -   225,160.      606,390.      MT  (+/- 180 meters Scaled)
 FJ0455
 FJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE972138(NAD 83)
 FJ0455
 FJ0455                          SUPERSEDED SURVEY CONTROL
 FJ0455
 FJ0455  NGVD 29 (??/??/92)  385.998  (m)         1266.40   (f) ADJ UNCH    1 2
 FJ0455
 FJ0455.Superseded values are not recommended for survey control.
 FJ0455
 FJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0455.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0455
 FJ0455_MARKER: DB = BENCH MARK DISK
 FJ0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0455_SP_SET: ABUTMENT
 FJ0455_STAMPING: Q 186 1953
 FJ0455_MARK LOGO: CGS
 FJ0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0455
 FJ0455  HISTORY     - Date     Condition        Report By
 FJ0455  HISTORY     - 1953     MONUMENTED       CGS
 FJ0455  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0455
 FJ0455                          STATION DESCRIPTION
 FJ0455
 FJ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0455'2.3 MI S FROM UNION CITY.
 FJ0455'2.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0455'RAILROAD FROM THE STATION AT UNION CITY, 5.3 FEET EAST OF THE
 FJ0455'EAST RAIL, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT
 FJ0455'OF BRIDGE 4141 OVER THE SOUTH CANADIAN RIVER.
 FJ0455
 FJ0455                          STATION RECOVERY (1986)
 FJ0455
 FJ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0455'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0429 ***********************************************************************
 FJ0429  DESIGNATION -  Q 187
 FJ0429  PID         -  FJ0429
 FJ0429  STATE/COUNTY-  OK/GRADY
 FJ0429  COUNTRY     -  US
 FJ0429  USGS QUAD   -  CHICKASHA (2018)
 FJ0429
 FJ0429                         *CURRENT SURVEY CONTROL
 FJ0429  ______________________________________________________________________
 FJ0429* NAD 83(1986) POSITION- 35 05 28.     (N) 097 57 42.     (W)   SCALED
 FJ0429* NAVD 88 ORTHO HEIGHT -   345.300 (meters)     1132.87  (feet) ADJUSTED
 FJ0429  ______________________________________________________________________
 FJ0429  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 FJ0429  DYNAMIC HEIGHT  -        344.958 (meters)     1131.75  (feet) COMP
 FJ0429  MODELED GRAVITY -    979,633.6   (mgal)                       NAVD 88
 FJ0429
 FJ0429  VERT ORDER      -  FIRST     CLASS II
 FJ0429
 FJ0429.This mark is at Chickasha Airport (CHK)
 FJ0429
 FJ0429.The horizontal coordinates were scaled from a map and have
 FJ0429.an estimated accuracy of +/- 6 seconds.
 FJ0429
 FJ0429.The orthometric height was determined by differential leveling and
 FJ0429.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0429.in June 1991.
 FJ0429
 FJ0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0429.GEOID18 height accuracy estimate available here.
 FJ0429
 FJ0429.Click photographs - Photos may exist for this station.
 FJ0429
 FJ0429.The dynamic height is computed by dividing the NAVD 88
 FJ0429.geopotential number by the normal gravity value computed on the
 FJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0429.degrees latitude (g = 980.6199 gals.).
 FJ0429
 FJ0429.The modeled gravity was interpolated from observed gravity values.
 FJ0429
 FJ0429;                    North         East    Units  Estimated Accuracy
 FJ0429;SPC OK S     -   194,980.      603,500.      MT  (+/- 180 meters Scaled)
 FJ0429
 FJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND946836(NAD 83)
 FJ0429
 FJ0429                          SUPERSEDED SURVEY CONTROL
 FJ0429
 FJ0429  NGVD 29 (??/??/92)  345.176  (m)         1132.46   (f) ADJ UNCH    1 2
 FJ0429
 FJ0429.Superseded values are not recommended for survey control.
 FJ0429
 FJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0429.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0429
 FJ0429_MARKER: DB = BENCH MARK DISK
 FJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0429_STAMPING: Q 187 1953
 FJ0429_MARK LOGO: CGS
 FJ0429_PROJECTION: FLUSH
 FJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0429+STABILITY: SURFACE MOTION
 FJ0429
 FJ0429  HISTORY     - Date     Condition        Report By
 FJ0429  HISTORY     - 1953     MONUMENTED       CGS
 FJ0429  HISTORY     - 1977     GOOD             NGS
 FJ0429  HISTORY     - 1986     GOOD             NGS
 FJ0429
 FJ0429                          STATION DESCRIPTION
 FJ0429
 FJ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0429'3.6 MI NW FROM CHICKASHA.
 FJ0429'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 FJ0429'WITH U.S. HIGHWAYS 62 AND 277 AT CHICKASHA, 4.8 FEET NORTH
 FJ0429'OF THE NORTHEAST CORNER OF THE EAST HANGAR AT THE CHICKASHA
 FJ0429'MUNICIPAL AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH IS
 FJ0429'FLUSH WITH THE GROUND.
 FJ0429
 FJ0429                          STATION RECOVERY (1977)
 FJ0429
 FJ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FJ0429'RECOVERED IN GOOD CONDITION.
 FJ0429
 FJ0429                          STATION RECOVERY (1986)
 FJ0429
 FJ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0429'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM (3.65
 FJ0429'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 FJ0429'CHICKASHA, THENCE 0.2 KM (0.1 MI) WEST ALONG A PAVED ROAD, THENCE 0.5
 FJ0429'KM (0.3 MI) NORTH ALONG A PAVED ROAD, AT THE CHICKASHA MUNCIPAL
 FJ0429'AIRPORT, 17.5 M (57.4 FT) WEST OF THE CENTER OF THE ROAD, 3.0 M (9.8
 FJ0429'FT) NORTHWEST OF THE NORTHEAST CORNER OF THE MOST EASTERLY 1 OF 4
 FJ0429'HANGARS, 1.4 M (4.6 FT) NORTH OF THE NORTH FACE OF THE HANGAR, AND 0.2
 FJ0429'M (0.7 FT) EAST OF THE EAST EDGE OF A CONCRETE PAD.
 FJ0429'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0674 ***********************************************************************
 FJ0674  DESIGNATION -  Q 192
 FJ0674  PID         -  FJ0674
 FJ0674  STATE/COUNTY-  OK/CANADIAN
 FJ0674  COUNTRY     -  US
 FJ0674  USGS QUAD   -  MUSTANG (2018)
 FJ0674
 FJ0674                         *CURRENT SURVEY CONTROL
 FJ0674  ______________________________________________________________________
 FJ0674* NAD 83(1986) POSITION- 35 27 50.     (N) 097 40 17.     (W)   SCALED
 FJ0674* NAVD 88 ORTHO HEIGHT -   377.053 (meters)     1237.05  (feet) ADJUSTED
 FJ0674  ______________________________________________________________________
 FJ0674  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 FJ0674  DYNAMIC HEIGHT  -        376.689 (meters)     1235.85  (feet) COMP
 FJ0674  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 FJ0674
 FJ0674  VERT ORDER      -  FIRST     CLASS II
 FJ0674
 FJ0674.The horizontal coordinates were scaled from a map and have
 FJ0674.an estimated accuracy of +/- 6 seconds.
 FJ0674
 FJ0674.The orthometric height was determined by differential leveling and
 FJ0674.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0674.in August 1994.
 FJ0674
 FJ0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0674.GEOID18 height accuracy estimate available here.
 FJ0674
 FJ0674.Click photographs - Photos may exist for this station.
 FJ0674
 FJ0674.The dynamic height is computed by dividing the NAVD 88
 FJ0674.geopotential number by the normal gravity value computed on the
 FJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0674.degrees latitude (g = 980.6199 gals.).
 FJ0674
 FJ0674.The modeled gravity was interpolated from observed gravity values.
 FJ0674
 FJ0674;                    North         East    Units  Estimated Accuracy
 FJ0674;SPC OK N     -    51,520.      629,830.      MT  (+/- 180 meters Scaled)
 FJ0674
 FJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE205252(NAD 83)
 FJ0674
 FJ0674                          SUPERSEDED SURVEY CONTROL
 FJ0674
 FJ0674  NAVD 88 (??/??/92)  377.107  (m)         1237.23   (f) POSTED      3  
 FJ0674
 FJ0674.Superseded values are not recommended for survey control.
 FJ0674
 FJ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0674.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0674
 FJ0674_MARKER: DV = VERTICAL CONTROL DISK
 FJ0674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0674_SP_SET: BRIDGE ABUTMENT
 FJ0674_STAMPING: Q 192 1984
 FJ0674_MARK LOGO: NGS
 FJ0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0674
 FJ0674  HISTORY     - Date     Condition        Report By
 FJ0674  HISTORY     - 1984     MONUMENTED       NGS
 FJ0674  HISTORY     - 1988     GOOD             USPSQD
 FJ0674  HISTORY     - 1989     GOOD             USPSQD
 FJ0674  HISTORY     - 1990     GOOD             USPSQD
 FJ0674  HISTORY     - 19940113 MARK NOT FOUND   NGS
 FJ0674
 FJ0674                          STATION DESCRIPTION
 FJ0674
 FJ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0674'11.0 KM (6.85 MI) SE FROM YUKON.
 FJ0674'1.8 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0674'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE
 FJ0674'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0674'BOULEVARD), THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG SOUTH RANCHWOOD
 FJ0674'BOULEVARD, THENCE 1.8 KM (1.1 MI) EAST ALONG NORTHWEST 10TH STREET,
 FJ0674'THENCE 1.6 KM (1.0 MI) SOUTH ALONG MORGAN ROAD, THENCE 1.6 KM (1.0 MI)
 FJ0674'EAST ALONG WEST RENO AVENUE, AT THE WEST END OF THE CONCRETE BRIDGE
 FJ0674'OVER THE NORTH CANADIAN RIVER, SET IN THE TOP OF THE WEST ABUTMENT AT
 FJ0674'THE WEST END OF THE SOUTH WALKWAY OF THE EASTBOUND LANES, 4.54 METERS
 FJ0674'(14.9 FT) SOUTH OF THE CENTERLINE OF THE WEST RENO AVENUE EASTBOUND
 FJ0674'LANES, 0.51 METERS (1.7 FT) NORTH OF THE NORTH FACE OF A CONCRETE
 FJ0674'BANISTER, AND 0.54 METERS (1.8 FT) SOUTH OF THE NORTH FACE OF THE
 FJ0674'WALKWAY CURB.
 FJ0674'THE MARK IS 0.24 M ABOVE CENTER OF THE BRIDGE.
 FJ0674
 FJ0674                          STATION RECOVERY (1988)
 FJ0674
 FJ0674'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0674'RECOVERED IN GOOD CONDITION.
 FJ0674
 FJ0674                          STATION RECOVERY (1989)
 FJ0674
 FJ0674'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0674'RECOVERED IN GOOD CONDITION.
 FJ0674
 FJ0674                          STATION RECOVERY (1990)
 FJ0674
 FJ0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0674'RECOVERED IN GOOD CONDITION.
 FJ0674
 FJ0674                          STATION RECOVERY (1994)
 FJ0674
 FJ0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0674'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0705 ***********************************************************************
 FJ0705  DESIGNATION -  Q 193
 FJ0705  PID         -  FJ0705
 FJ0705  STATE/COUNTY-  OK/OKLAHOMA
 FJ0705  COUNTRY     -  US
 FJ0705  USGS QUAD   -  HARRAH (2018)
 FJ0705
 FJ0705                         *CURRENT SURVEY CONTROL
 FJ0705  ______________________________________________________________________
 FJ0705* NAD 83(1986) POSITION- 35 29 34.     (N) 097 11 38.     (W)   SCALED
 FJ0705* NAVD 88 ORTHO HEIGHT -   340.368 (meters)     1116.69  (feet) ADJUSTED
 FJ0705  ______________________________________________________________________
 FJ0705  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 FJ0705  DYNAMIC HEIGHT  -        340.045 (meters)     1115.63  (feet) COMP
 FJ0705  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 FJ0705
 FJ0705  VERT ORDER      -  FIRST     CLASS II
 FJ0705
 FJ0705.The horizontal coordinates were scaled from a map and have
 FJ0705.an estimated accuracy of +/- 6 seconds.
 FJ0705
 FJ0705.The orthometric height was determined by differential leveling and
 FJ0705.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0705.in August 1994.
 FJ0705
 FJ0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0705.GEOID18 height accuracy estimate available here.
 FJ0705
 FJ0705.Click photographs - Photos may exist for this station.
 FJ0705
 FJ0705.The dynamic height is computed by dividing the NAVD 88
 FJ0705.geopotential number by the normal gravity value computed on the
 FJ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0705.degrees latitude (g = 980.6199 gals.).
 FJ0705
 FJ0705.The modeled gravity was interpolated from observed gravity values.
 FJ0705
 FJ0705;                    North         East    Units  Estimated Accuracy
 FJ0705;SPC OK N     -    54,980.      673,150.      MT  (+/- 180 meters Scaled)
 FJ0705
 FJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE638291(NAD 83)
 FJ0705
 FJ0705                          SUPERSEDED SURVEY CONTROL
 FJ0705
 FJ0705  NAVD 88 (06/15/91)  340.416  (m)         1116.85   (f) SUPERSEDED  1 2
 FJ0705
 FJ0705.Superseded values are not recommended for survey control.
 FJ0705
 FJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0705.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0705
 FJ0705_MARKER: F = FLANGE-ENCASED ROD
 FJ0705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0705+WITH SETTING: INFORMATION.
 FJ0705_STAMPING: Q 193 1984
 FJ0705_MARK LOGO: NGS
 FJ0705_PROJECTION: FLUSH
 FJ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0705+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2022
 FJ0705_ROD/PIPE-DEPTH: 1.8 meters
 FJ0705
 FJ0705  HISTORY     - Date     Condition        Report By
 FJ0705  HISTORY     - 1984     MONUMENTED       NGS
 FJ0705  HISTORY     - 1988     GOOD             USPSQD
 FJ0705  HISTORY     - 1989     GOOD             USPSQD
 FJ0705  HISTORY     - 1990     GOOD             USPSQD
 FJ0705  HISTORY     - 1990     GOOD             USPSQD
 FJ0705  HISTORY     - 20210323 POOR             OKDOT
 FJ0705  HISTORY     - 20220303 POOR             OKDOT
 FJ0705  HISTORY     - 20220309 POOR             OKDOT
 FJ0705
 FJ0705                          STATION DESCRIPTION
 FJ0705
 FJ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0705'3.1 KM (1.9 MI) WEST FROM HARRAH.
 FJ0705'3.1 KM (1.9 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S.
 FJ0705'HIGHWAY 270 IN HARRAH, AT THE JUNCTION OF LUTHER ROAD, 15.4 METERS
 FJ0705'(50.6 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 62 EASTBOUND LANES,
 FJ0705'13.5 METERS (44.4 FT) EAST OF THE CENTERLINE OF LUTHER ROAD,
 FJ0705'0.76 METERS (2.5 FT) NORTH OF A FENCE LINE, 2.2 METERS (7.2 FT) EAST
 FJ0705'OF A CORNER FENCE POST, AND 3.9 METERS (12.8 FT) EAST OF A POWERLINE
 FJ0705'POLE.  NOTE, ROD DRIVEN TO SUDDEN REFUSAL AND ANCHORED.
 FJ0705'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 FJ0705'THE MARK IS 0.61 M ABOVE HIGHWAY 62.
 FJ0705
 FJ0705                          STATION RECOVERY (1988)
 FJ0705
 FJ0705'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0705'RECOVERED IN GOOD CONDITION.
 FJ0705
 FJ0705                          STATION RECOVERY (1989)
 FJ0705
 FJ0705'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0705'RECOVERED IN GOOD CONDITION.
 FJ0705
 FJ0705                          STATION RECOVERY (1990)
 FJ0705
 FJ0705'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0705'RECOVERED IN GOOD CONDITION.
 FJ0705
 FJ0705                          STATION RECOVERY (1990)
 FJ0705
 FJ0705'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0705'RECOVERED IN GOOD CONDITION.
 FJ0705
 FJ0705                          STATION RECOVERY (2021)
 FJ0705
 FJ0705'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0705'MARK APPEARS TO HAVE BEEN DISTURBED.  USE WITH CAUTION.
 FJ0705
 FJ0705                          STATION RECOVERY (2022)
 FJ0705
 FJ0705'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0705'MARK HAS BEEN DISTURBED DURING GROUND EXCAVATION.
 FJ0705
 FJ0705                          STATION RECOVERY (2022)
 FJ0705
 FJ0705'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0705'MARK HAS BEEN DISTURBED DURING UTILITY EXCAVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0880 ***********************************************************************
 FH0880  DESIGNATION -  Q 194
 FH0880  PID         -  FH0880
 FH0880  STATE/COUNTY-  OK/MUSKOGEE
 FH0880  COUNTRY     -  US
 FH0880  USGS QUAD   -  WARNER (2018)
 FH0880
 FH0880                         *CURRENT SURVEY CONTROL
 FH0880  ______________________________________________________________________
 FH0880* NAD 83(1986) POSITION- 35 28 43.6    (N) 095 17 48.3    (W)   HD_HELD2
 FH0880* NAVD 88 ORTHO HEIGHT -   182.008 (meters)      597.14  (feet) ADJUSTED
 FH0880  ______________________________________________________________________
 FH0880  GEOID HEIGHT    -        -29.904 (meters)                     GEOID18
 FH0880  DYNAMIC HEIGHT  -        181.838 (meters)      596.58  (feet) COMP
 FH0880  MODELED GRAVITY -    979,698.3   (mgal)                       NAVD 88
 FH0880
 FH0880  VERT ORDER      -  FIRST     CLASS II
 FH0880
 FH0880.The horizontal coordinates were established by autonomous hand held GPS
 FH0880.observations and have an estimated accuracy of +/- 10 meters.
 FH0880
 FH0880.The orthometric height was determined by differential leveling and
 FH0880.adjusted by the NATIONAL GEODETIC SURVEY
 FH0880.in June 1991.
 FH0880
 FH0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0880.GEOID18 height accuracy estimate available here.
 FH0880
 FH0880.Click photographs - Photos may exist for this station.
 FH0880
 FH0880.The dynamic height is computed by dividing the NAVD 88
 FH0880.geopotential number by the normal gravity value computed on the
 FH0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0880.degrees latitude (g = 980.6199 gals.).
 FH0880
 FH0880.The modeled gravity was interpolated from observed gravity values.
 FH0880
 FH0880;                    North         East    Units  Estimated Accuracy
 FH0880;SPC OK N     -    56,537.      845,301.      MT  (+/- 10 meters HH2 GPS)
 FH0880
 FH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9162728564(NAD 83)
 FH0880
 FH0880                          SUPERSEDED SURVEY CONTROL
 FH0880
 FH0880.No superseded survey control is available for this station.
 FH0880
 FH0880_MARKER: DV = VERTICAL CONTROL DISK
 FH0880_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0880_SP_SET: OVERPASS RETAINING WALL
 FH0880_STAMPING: Q 194 1984
 FH0880_MARK LOGO: NGS
 FH0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0880+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0880
 FH0880  HISTORY     - Date     Condition        Report By
 FH0880  HISTORY     - 1984     MONUMENTED       NGS
 FH0880  HISTORY     - 1988     GOOD             USPSQD
 FH0880  HISTORY     - 1989     GOOD             USPSQD
 FH0880  HISTORY     - 1990     GOOD             USPSQD
 FH0880  HISTORY     - 20020815 GOOD             OKDOT
 FH0880
 FH0880                          STATION DESCRIPTION
 FH0880
 FH0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0880'1.0 KM (0.6 MI) EAST FROM WARNER.
 FH0880'1.0 KM (0.6 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0880'STATE HIGHWAY 2 ABOUT ONE MILE SOUTH OF WARNER, AT THE EAST END OF AN
 FH0880'OVERPASS OVER A PAVED ROAD, SET IN THE TOP OF THE SOUTH RETAINING WALL
 FH0880'WHICH PROJECTS ABOUT 0.76 METERS (2.5 FT) ABOVE THE EASTBOUND LANES,
 FH0880'7.01 METERS (23.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0880'EASTBOUND LANES, 2.22 METERS (7.3 FT) EAST OF THE WEST END OF THE
 FH0880'RETAINING WALL, 0.91 METERS (3.0 FT) WEST OF THE EAST END OF THE
 FH0880'RETAINING WALL, AND 0.76 METERS (2.5 FT) NORTH OF THE TOP OF A
 FH0880'CREOSOTE POST AND THE END OF A NORTH-SOUTH FENCE.
 FH0880
 FH0880                          STATION RECOVERY (1988)
 FH0880
 FH0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0880'RECOVERED IN GOOD CONDITION.
 FH0880
 FH0880                          STATION RECOVERY (1989)
 FH0880
 FH0880'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0880'RECOVERED IN GOOD CONDITION.
 FH0880
 FH0880                          STATION RECOVERY (1990)
 FH0880
 FH0880'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0880'RECOVERED IN GOOD CONDITION.
 FH0880
 FH0880                          STATION RECOVERY (2002)
 FH0880
 FH0880'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0742 ***********************************************************************
 FJ0742  DESIGNATION -  Q 195
 FJ0742  PID         -  FJ0742
 FJ0742  STATE/COUNTY-  OK/LINCOLN
 FJ0742  COUNTRY     -  US
 FJ0742  USGS QUAD   -  PRAGUE (2018)
 FJ0742
 FJ0742                         *CURRENT SURVEY CONTROL
 FJ0742  ______________________________________________________________________
 FJ0742* NAD 83(1986) POSITION- 35 29 30.67   (N) 096 37 47.92   (W)   HD_HELD1
 FJ0742* NAVD 88 ORTHO HEIGHT -   295.612 (meters)      969.85  (feet) ADJUSTED
 FJ0742  ______________________________________________________________________
 FJ0742  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 FJ0742  DYNAMIC HEIGHT  -        295.334 (meters)      968.94  (feet) COMP
 FJ0742  MODELED GRAVITY -    979,683.6   (mgal)                       NAVD 88
 FJ0742
 FJ0742  VERT ORDER      -  FIRST     CLASS II
 FJ0742
 FJ0742.The horizontal coordinates were determined by differentially corrected
 FJ0742.hand held GPS observations or other comparable positioning techniques
 FJ0742.and have an estimated accuracy of +/- 3 meters.
 FJ0742
 FJ0742.The orthometric height was determined by differential leveling and
 FJ0742.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0742.in June 1991.
 FJ0742
 FJ0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0742.GEOID18 height accuracy estimate available here.
 FJ0742
 FJ0742.Click photographs - Photos may exist for this station.
 FJ0742
 FJ0742.The dynamic height is computed by dividing the NAVD 88
 FJ0742.geopotential number by the normal gravity value computed on the
 FJ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0742.degrees latitude (g = 980.6199 gals.).
 FJ0742
 FJ0742.The modeled gravity was interpolated from observed gravity values.
 FJ0742
 FJ0742;                    North         East    Units  Estimated Accuracy
 FJ0742;SPC OK N     -    55,449.9     724,311.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0742
 FJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1498630172(NAD 83)
 FJ0742
 FJ0742                          SUPERSEDED SURVEY CONTROL
 FJ0742
 FJ0742.No superseded survey control is available for this station.
 FJ0742
 FJ0742_MARKER: F = FLANGE-ENCASED ROD
 FJ0742_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0742+WITH SETTING: INFORMATION.
 FJ0742_STAMPING: Q 195 1984
 FJ0742_MARK LOGO: NGS
 FJ0742_PROJECTION: FLUSH
 FJ0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0742+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0742_ROD/PIPE-DEPTH: 1.1 meters
 FJ0742
 FJ0742  HISTORY     - Date     Condition        Report By
 FJ0742  HISTORY     - 1984     MONUMENTED       NGS
 FJ0742  HISTORY     - 1988     GOOD             USPSQD
 FJ0742  HISTORY     - 1990     GOOD             USPSQD
 FJ0742  HISTORY     - 1990     GOOD             USPSQD
 FJ0742  HISTORY     - 20240717 GOOD             OKDOT
 FJ0742
 FJ0742                          STATION DESCRIPTION
 FJ0742
 FJ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0742'5.4 KM (3.35 MI) EAST FROM PRAGUE.
 FJ0742'5.4 KM (3.35 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF STATE
 FJ0742'HIGHWAY 99 IN PRAGUE, AT GRAVEL CROSSROADS, 19.51 METERS (64.0 FT)
 FJ0742'NORTH OF THE CENTERLINE OF THE HIGHWAY, 22.40 METERS (73.5 FT) EAST OF
 FJ0742'THE CENTER OF THE GRAVEL ROAD LEADING NORTH, 13.11 METERS (43.0 FT)
 FJ0742'EAST OF A FENCE CORNER, AND 0.30 METERS (1.0 FT) NORTH OF THE
 FJ0742'RIGHT-OF-WAY FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 FJ0742'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0742'THE MARK IS 0.4 M BELOW HIGHWAY.
 FJ0742
 FJ0742                          STATION RECOVERY (1988)
 FJ0742
 FJ0742'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0742'RECOVERED IN GOOD CONDITION.
 FJ0742
 FJ0742                          STATION RECOVERY (1990)
 FJ0742
 FJ0742'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0742'RECOVERED IN GOOD CONDITION.
 FJ0742
 FJ0742                          STATION RECOVERY (1990)
 FJ0742
 FJ0742'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0742'RECOVERED IN GOOD CONDITION.
 FJ0742
 FJ0742                          STATION RECOVERY (2024)
 FJ0742
 FJ0742'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0766 ***********************************************************************
 FJ0766  DESIGNATION -  Q 196
 FJ0766  PID         -  FJ0766
 FJ0766  STATE/COUNTY-  OK/OKFUSKEE
 FJ0766  COUNTRY     -  US
 FJ0766  USGS QUAD   -  CLEARVIEW (2018)
 FJ0766
 FJ0766                         *CURRENT SURVEY CONTROL
 FJ0766  ______________________________________________________________________
 FJ0766* NAD 83(1986) POSITION- 35 25 43.79   (N) 096 12 23.76   (W)   HD_HELD1
 FJ0766* NAVD 88 ORTHO HEIGHT -   285.597 (meters)      937.00  (feet) ADJUSTED
 FJ0766  ______________________________________________________________________
 FJ0766  GEOID HEIGHT    -        -28.677 (meters)                     GEOID18
 FJ0766  DYNAMIC HEIGHT  -        285.325 (meters)      936.10  (feet) COMP
 FJ0766  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 FJ0766
 FJ0766  VERT ORDER      -  FIRST     CLASS II
 FJ0766
 FJ0766.The horizontal coordinates were determined by differentially corrected
 FJ0766.hand held GPS observations or other comparable positioning techniques
 FJ0766.and have an estimated accuracy of +/- 3 meters.
 FJ0766
 FJ0766.The orthometric height was determined by differential leveling and
 FJ0766.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0766.in June 1991.
 FJ0766
 FJ0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0766.GEOID18 height accuracy estimate available here.
 FJ0766
 FJ0766.Click photographs - Photos may exist for this station.
 FJ0766
 FJ0766.The dynamic height is computed by dividing the NAVD 88
 FJ0766.geopotential number by the normal gravity value computed on the
 FJ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0766.degrees latitude (g = 980.6199 gals.).
 FJ0766
 FJ0766.The modeled gravity was interpolated from observed gravity values.
 FJ0766
 FJ0766;                    North         East    Units  Estimated Accuracy
 FJ0766;SPC OK N     -    49,084.6     762,852.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0766
 FJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5359824185(NAD 83)
 FJ0766
 FJ0766                          SUPERSEDED SURVEY CONTROL
 FJ0766
 FJ0766.No superseded survey control is available for this station.
 FJ0766
 FJ0766_MARKER: F = FLANGE-ENCASED ROD
 FJ0766_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0766+WITH SETTING: INFORMATION.
 FJ0766_STAMPING: Q 196 1984
 FJ0766_MARK LOGO: NGS
 FJ0766_PROJECTION: FLUSH
 FJ0766_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0766+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2024
 FJ0766_ROD/PIPE-DEPTH: 1.2 meters
 FJ0766
 FJ0766  HISTORY     - Date     Condition        Report By
 FJ0766  HISTORY     - 1984     MONUMENTED       NGS
 FJ0766  HISTORY     - 1988     GOOD             USPSQD
 FJ0766  HISTORY     - 1989     GOOD             USPSQD
 FJ0766  HISTORY     - 1990     GOOD             USPSQD
 FJ0766  HISTORY     - 20240708 GOOD             OKDOT
 FJ0766
 FJ0766                          STATION DESCRIPTION
 FJ0766
 FJ0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0766'8.8 KM (5.5 MI) EAST FROM OKEMAH.
 FJ0766'8.8 KM (5.5 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FJ0766'STATE HIGHWAY 27 AT OKEMAH, AT MILE POST NUMBER 227, 35.97 METERS
 FJ0766'(118.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40 EASTBOUND LANES,
 FJ0766'27.74 METERS (91.0 FT) SOUTH OF MILE POST NUMBER 227, AND 0.30 METERS
 FJ0766'(1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0766'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0766'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 FJ0766
 FJ0766                          STATION RECOVERY (1988)
 FJ0766
 FJ0766'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0766'RECOVERED IN GOOD CONDITION.
 FJ0766
 FJ0766                          STATION RECOVERY (1989)
 FJ0766
 FJ0766'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0766'RECOVERED IN GOOD CONDITION.
 FJ0766
 FJ0766                          STATION RECOVERY (1990)
 FJ0766
 FJ0766'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0766'RECOVERED IN GOOD CONDITION.
 FJ0766
 FJ0766                          STATION RECOVERY (2024)
 FJ0766
 FJ0766'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0853 ***********************************************************************
 FH0853  DESIGNATION -  Q 197
 FH0853  PID         -  FH0853
 FH0853  STATE/COUNTY-  OK/MCINTOSH
 FH0853  COUNTRY     -  US
 FH0853  USGS QUAD   -  HOFFMAN (2018)
 FH0853
 FH0853                         *CURRENT SURVEY CONTROL
 FH0853  ______________________________________________________________________
 FH0853* NAD 83(1986) POSITION- 35 26 39.     (N) 095 46 14.     (W)   SCALED
 FH0853* NAVD 88 ORTHO HEIGHT -   209.878 (meters)      688.57  (feet) ADJUSTED
 FH0853  ______________________________________________________________________
 FH0853  GEOID HEIGHT    -        -29.514 (meters)                     GEOID18
 FH0853  DYNAMIC HEIGHT  -        209.681 (meters)      687.93  (feet) COMP
 FH0853  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FH0853
 FH0853  VERT ORDER      -  FIRST     CLASS II
 FH0853
 FH0853.The horizontal coordinates were scaled from a map and have
 FH0853.an estimated accuracy of +/- 6 seconds.
 FH0853
 FH0853.The orthometric height was determined by differential leveling and
 FH0853.adjusted by the NATIONAL GEODETIC SURVEY
 FH0853.in June 1991.
 FH0853
 FH0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0853.GEOID18 height accuracy estimate available here.
 FH0853
 FH0853.Click photographs - Photos may exist for this station.
 FH0853
 FH0853.The dynamic height is computed by dividing the NAVD 88
 FH0853.geopotential number by the normal gravity value computed on the
 FH0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0853.degrees latitude (g = 980.6199 gals.).
 FH0853
 FH0853.The modeled gravity was interpolated from observed gravity values.
 FH0853
 FH0853;                    North         East    Units  Estimated Accuracy
 FH0853;SPC OK S     -   236,390.      802,410.      MT  (+/- 180 meters Scaled)
 FH0853
 FH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV485258(NAD 83)
 FH0853
 FH0853                          SUPERSEDED SURVEY CONTROL
 FH0853
 FH0853.No superseded survey control is available for this station.
 FH0853
 FH0853_MARKER: F = FLANGE-ENCASED ROD
 FH0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0853_STAMPING: Q 197 1984
 FH0853_MARK LOGO: NGS
 FH0853_PROJECTION: RECESSED 5 CENTIMETERS
 FH0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0853+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2022
 FH0853_ROD/PIPE-DEPTH: 5.8 meters
 FH0853
 FH0853  HISTORY     - Date     Condition        Report By
 FH0853  HISTORY     - 1984     MONUMENTED       NGS
 FH0853  HISTORY     - 1988     GOOD             USPSQD
 FH0853  HISTORY     - 1989     GOOD             USPSQD
 FH0853  HISTORY     - 1990     GOOD             USPSQD
 FH0853  HISTORY     - 20220707 GOOD             OKDOT
 FH0853
 FH0853                          STATION DESCRIPTION
 FH0853
 FH0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0853'19.4 KM (12.05 MI) EAST FROM HENRYETTA.
 FH0853'19.4 KM (12.05 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0853'INTERCHANGE OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET AT MILEPOST
 FH0853'NUMBER 252, ABOUT 0.3 KM (0.2 MI) WESTERLY OF A DIRT ROAD UNDERPASS,
 FH0853'35.7 METERS (117.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 FH0853'EASTBOUND LANES, 27.1 METERS (89.0 FT) SOUTHEAST OF MILEPOST NUMBER
 FH0853'252, AND 0.5 METER (1.5 FT) NORTHWEST OF A RIGHT-OF-WAY FENCE.  NOTE,
 FH0853'DRIVEN TO REFUSAL.
 FH0853'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FH0853'THE MARK IS 1.2 M BELOW EASTBOUND HIGHWAY.
 FH0853
 FH0853                          STATION RECOVERY (1988)
 FH0853
 FH0853'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0853'RECOVERED IN GOOD CONDITION.
 FH0853
 FH0853                          STATION RECOVERY (1989)
 FH0853
 FH0853'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0853'RECOVERED IN GOOD CONDITION.
 FH0853
 FH0853                          STATION RECOVERY (1990)
 FH0853
 FH0853'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0853'RECOVERED IN GOOD CONDITION.
 FH0853
 FH0853                          STATION RECOVERY (2022)
 FH0853
 FH0853'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0853'LOTS OF TREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0898 ***********************************************************************
 FH0898  DESIGNATION -  Q 199
 FH0898  PID         -  FH0898
 FH0898  STATE/COUNTY-  OK/SEQUOYAH
 FH0898  COUNTRY     -  US
 FH0898  USGS QUAD   -  VIAN (2019)
 FH0898
 FH0898                         *CURRENT SURVEY CONTROL
 FH0898  ______________________________________________________________________
 FH0898* NAD 83(1986) POSITION- 35 29 01.     (N) 094 57 37.     (W)   SCALED
 FH0898* NAVD 88 ORTHO HEIGHT -   159.358 (meters)      522.83  (feet) ADJUSTED
 FH0898  ______________________________________________________________________
 FH0898  GEOID HEIGHT    -        -29.911 (meters)                     GEOID18
 FH0898  DYNAMIC HEIGHT  -        159.209 (meters)      522.34  (feet) COMP
 FH0898  MODELED GRAVITY -    979,698.4   (mgal)                       NAVD 88
 FH0898
 FH0898  VERT ORDER      -  FIRST     CLASS II
 FH0898
 FH0898.The horizontal coordinates were scaled from a map and have
 FH0898.an estimated accuracy of +/- 6 seconds.
 FH0898
 FH0898.The orthometric height was determined by differential leveling and
 FH0898.adjusted by the NATIONAL GEODETIC SURVEY
 FH0898.in June 1991.
 FH0898
 FH0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0898.GEOID18 height accuracy estimate available here.
 FH0898
 FH0898.Click photographs - Photos may exist for this station.
 FH0898
 FH0898.The dynamic height is computed by dividing the NAVD 88
 FH0898.geopotential number by the normal gravity value computed on the
 FH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0898.degrees latitude (g = 980.6199 gals.).
 FH0898
 FH0898.The modeled gravity was interpolated from observed gravity values.
 FH0898
 FH0898;                    North         East    Units  Estimated Accuracy
 FH0898;SPC OK N     -    57,980.      875,810.      MT  (+/- 180 meters Scaled)
 FH0898
 FH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV221284(NAD 83)
 FH0898
 FH0898                          SUPERSEDED SURVEY CONTROL
 FH0898
 FH0898.No superseded survey control is available for this station.
 FH0898
 FH0898_MARKER: I = METAL ROD
 FH0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0898_STAMPING: Q 199 1984
 FH0898_MARK LOGO: NGS
 FH0898_PROJECTION: FLUSH
 FH0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0898+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0898_ROD/PIPE-DEPTH: 6.09 meters
 FH0898
 FH0898  HISTORY     - Date     Condition        Report By
 FH0898  HISTORY     - 1984     MONUMENTED       NGS
 FH0898  HISTORY     - 1988     GOOD             USPSQD
 FH0898  HISTORY     - 1989     GOOD             USPSQD
 FH0898  HISTORY     - 1990     GOOD             USPSQD
 FH0898  HISTORY     - 20020815 GOOD             OKDOT
 FH0898
 FH0898                          STATION DESCRIPTION
 FH0898
 FH0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0898'1.3 KM (0.8 MI) EAST FROM VIAN.
 FH0898'1.3 KM (0.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0898'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT A TWO-WIRE
 FH0898'POWERLINE CROSSING THE HIGHWAY, SET IN THE SOUTH RIGHT-OF-WAY FENCE
 FH0898'LINE, 18.44 METERS (60.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 FH0898'EASTBOUND LANES, 39.92 METERS (131.0 FT) SOUTHEAST OF A METAL POLE
 FH0898'WITH SPEED LIMIT SIGNS ATTACHED, 27.73 METERS (91.0 FT) WEST OF A
 FH0898'POINT DIRECTLY UNDER THE TWO-WIRE POWERLINE, 5.79 METERS (19.0 FT)
 FH0898'EAST-SOUTHEAST OF AN EXTENDED CENTER OF A GRAVEL ROAD LEADING SOUTH,
 FH0898'AND 0.24 METERS (0.8 FT) NORTH-NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 FH0898'NOTE, ROD DRIVEN TO NEAR REFUSAL AND ANCHORED.
 FH0898'THE MARK IS 0.36 METERS  ENE FROM A WITNESS POST.
 FH0898'THE MARK IS 0.76 M BELOW EASTBOUND LANES.
 FH0898
 FH0898                          STATION RECOVERY (1988)
 FH0898
 FH0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0898'RECOVERED IN GOOD CONDITION.
 FH0898
 FH0898                          STATION RECOVERY (1989)
 FH0898
 FH0898'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0898'RECOVERED IN GOOD CONDITION.
 FH0898
 FH0898                          STATION RECOVERY (1990)
 FH0898
 FH0898'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWR)
 FH0898'RECOVERED IN GOOD CONDITION.
 FH0898
 FH0898                          STATION RECOVERY (2002)
 FH0898
 FH0898'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0179 ***********************************************************************
 FK0179  DESIGNATION -  Q 2
 FK0179  PID         -  FK0179
 FK0179  STATE/COUNTY-  OK/CUSTER
 FK0179  COUNTRY     -  US
 FK0179  USGS QUAD   -  WEATHERFORD (2018)
 FK0179
 FK0179                         *CURRENT SURVEY CONTROL
 FK0179  ______________________________________________________________________
 FK0179* NAD 83(1986) POSITION- 35 31 44.     (N) 098 39 52.     (W)   SCALED
 FK0179* NAVD 88 ORTHO HEIGHT -   477.701 (meters)     1567.26  (feet) POSTED
 FK0179  ______________________________________________________________________
 FK0179  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FK0179  DYNAMIC HEIGHT  -        477.23  (meters)     1565.7   (feet) COMP
 FK0179  MODELED GRAVITY -    979,627.3   (mgal)                       NAVD 88
 FK0179
 FK0179  VERT ORDER      -  * POSTED, SEE BELOW
 FK0179
 FK0179.The horizontal coordinates were scaled from a map and have
 FK0179.an estimated accuracy of +/- 6 seconds.
 FK0179
 FK0179.The orthometric height was determined by differential leveling
 FK0179.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0179
 FK0179.* This is a POSTED BENCH MARK height.
 FK0179
 FK0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0179.GEOID18 height accuracy estimate available here.
 FK0179
 FK0179.Click photographs - Photos may exist for this station.
 FK0179
 FK0179.The dynamic height is computed by dividing the NAVD 88
 FK0179.geopotential number by the normal gravity value computed on the
 FK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0179.degrees latitude (g = 980.6199 gals.).
 FK0179
 FK0179.The modeled gravity was interpolated from observed gravity values.
 FK0179
 FK0179;                    North         East    Units  Estimated Accuracy
 FK0179;SPC OK N     -    58,890.      539,740.      MT  (+/- 180 meters Scaled)
 FK0179
 FK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE304317(NAD 83)
 FK0179
 FK0179                          SUPERSEDED SURVEY CONTROL
 FK0179
 FK0179.No superseded survey control is available for this station.
 FK0179
 FK0179_MARKER: DB = BENCH MARK DISK
 FK0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0179_SP_SET: BRIDGE
 FK0179_STAMPING: 1566.601
 FK0179_MARK LOGO: CGS
 FK0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0179
 FK0179  HISTORY     - Date     Condition        Report By
 FK0179  HISTORY     - 1909     MONUMENTED       CGS
 FK0179  HISTORY     - 1934     GOOD             CGS
 FK0179  HISTORY     - 1953     MARK NOT FOUND   CGS
 FK0179
 FK0179                          STATION DESCRIPTION
 FK0179
 FK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0179'NEAR WEATHERFORD.
 FK0179'LOCATED 3 1/2 POLES WEST OF PILE TRESTLE BRIDGE NO. 559 OF
 FK0179'CHICAGO, ROCK ISLAND AND PACIFIC R.R.  POLE 560 REFERRED TO
 FK0179'IN PUBLICATION NO 18 GONE.
 FK0179
 FK0179                          STATION RECOVERY (1953)
 FK0179
 FK0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FK0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0923 ***********************************************************************
 FH0923  DESIGNATION -  Q 200
 FH0923  PID         -  FH0923
 FH0923  STATE/COUNTY-  OK/SEQUOYAH
 FH0923  COUNTRY     -  US
 FH0923  USGS QUAD   -  MULDROW (2018)
 FH0923
 FH0923                         *CURRENT SURVEY CONTROL
 FH0923  ______________________________________________________________________
 FH0923* NAD 83(1986) POSITION- 35 24 12.     (N) 094 31 40.     (W)   SCALED
 FH0923* NAVD 88 ORTHO HEIGHT -   140.257 (meters)      460.16  (feet) ADJUSTED
 FH0923  ______________________________________________________________________
 FH0923  GEOID HEIGHT    -        -30.117 (meters)                     GEOID18
 FH0923  DYNAMIC HEIGHT  -        140.124 (meters)      459.72  (feet) COMP
 FH0923  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FH0923
 FH0923  VERT ORDER      -  FIRST     CLASS II
 FH0923
 FH0923.The horizontal coordinates were scaled from a map and have
 FH0923.an estimated accuracy of +/- 6 seconds.
 FH0923
 FH0923.The orthometric height was determined by differential leveling and
 FH0923.adjusted by the NATIONAL GEODETIC SURVEY
 FH0923.in June 1991.
 FH0923
 FH0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0923.GEOID18 height accuracy estimate available here.
 FH0923
 FH0923.Click photographs - Photos may exist for this station.
 FH0923
 FH0923.The dynamic height is computed by dividing the NAVD 88
 FH0923.geopotential number by the normal gravity value computed on the
 FH0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0923.degrees latitude (g = 980.6199 gals.).
 FH0923
 FH0923.The modeled gravity was interpolated from observed gravity values.
 FH0923
 FH0923;                    North         East    Units  Estimated Accuracy
 FH0923;SPC OK N     -    50,390.      915,350.      MT  (+/- 180 meters Scaled)
 FH0923
 FH0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV612188(NAD 83)
 FH0923
 FH0923                          SUPERSEDED SURVEY CONTROL
 FH0923
 FH0923.No superseded survey control is available for this station.
 FH0923
 FH0923_MARKER: I = METAL ROD
 FH0923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0923_STAMPING: Q 200 1984
 FH0923_MARK LOGO: NGS
 FH0923_PROJECTION: FLUSH
 FH0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0923+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 FH0923_ROD/PIPE-DEPTH: 3.16 meters
 FH0923_SLEEVE-DEPTH  : M meters
 FH0923
 FH0923  HISTORY     - Date     Condition        Report By
 FH0923  HISTORY     - 1984     MONUMENTED       NGS
 FH0923  HISTORY     - 1989     GOOD             USPSQD
 FH0923  HISTORY     - 19960215 GOOD             OKDOT
 FH0923  HISTORY     - 20020815 GOOD             OKDOT
 FH0923  HISTORY     - 20031027 GOOD             OKDOT
 FH0923
 FH0923                          STATION DESCRIPTION
 FH0923
 FH0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0923'6.6 KM (4.1 MI) EAST FROM MULDROW.
 FH0923'6.6 KM (4.1 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0923'STATE HIGHWAY 64B (ABOUT 1.6 KM (1.0 MI) SOUTH OF MULDROW), AT THE
 FH0923'EXIT LANE LEADING EAST TO U.S. HIGHWAY 64 AND FORT SMITH AR, SET IN
 FH0923'THE SOUTH INTERSTATE 40 RIGHT-OF-WAY FENCE LINE, 0.2 KM (0.15 MI)
 FH0923'WEST-SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 64, 44.19 METERS
 FH0923'(145.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0923'58.52 METERS (172.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST END OF AN
 FH0923'ASPHALT ISLAND BETWEEN THE EASTBOUND LANES AND THE EXIT LANE,
 FH0923'7.31 METERS (24.0 FT) NORTHWEST OF A 0.42 METERS (1.4 FT) DIAMETER
 FH0923'LONE TREE IN A PASTURE, 2.98 METERS (9.8 FT) EAST-NORTHEAST OF THE
 FH0923'NORTHEAST ONE OF TWO FENCE BRACE POSTS, AND 0.3 METER (1.0 FT)
 FH0923'NORTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE 40.  NOTE, ROD
 FH0923'DRIVEN TO REFUSAL AND ANCHORED IN ROCK.
 FH0923'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 FH0923'THE MARK IS 3.35 M BELOW EASTBOUND LANES.
 FH0923
 FH0923                          STATION RECOVERY (1989)
 FH0923
 FH0923'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0923'RECOVERED IN GOOD CONDITION.
 FH0923
 FH0923                          STATION RECOVERY (1996)
 FH0923
 FH0923'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (BTW)
 FH0923'RECOVERED AS DESCRIBED.
 FH0923
 FH0923                          STATION RECOVERY (2002)
 FH0923
 FH0923'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0923'RECOVERED IN GOOD CONDITION.
 FH0923
 FH0923                          STATION RECOVERY (2003)
 FH0923
 FH0923'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (PSS)
 FH0923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0877 ***********************************************************************
 FH0877  DESIGNATION -  Q 201
 FH0877  PID         -  FH0877
 FH0877  STATE/COUNTY-  OK/MUSKOGEE
 FH0877  COUNTRY     -  US
 FH0877  USGS QUAD   -  WARNER (2018)
 FH0877
 FH0877                         *CURRENT SURVEY CONTROL
 FH0877  ______________________________________________________________________
 FH0877* NAD 83(1986) POSITION- 35 28 04.6    (N) 095 20 40.2    (W)   HD_HELD2
 FH0877* NAVD 88 ORTHO HEIGHT -   178.611 (meters)      585.99  (feet) ADJUSTED
 FH0877  ______________________________________________________________________
 FH0877  GEOID HEIGHT    -        -29.899 (meters)                     GEOID18
 FH0877  DYNAMIC HEIGHT  -        178.444 (meters)      585.45  (feet) COMP
 FH0877  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FH0877
 FH0877  VERT ORDER      -  FIRST     CLASS II
 FH0877
 FH0877.The horizontal coordinates were established by autonomous hand held GPS
 FH0877.observations and have an estimated accuracy of +/- 10 meters.
 FH0877
 FH0877.The orthometric height was determined by differential leveling and
 FH0877.adjusted by the NATIONAL GEODETIC SURVEY
 FH0877.in June 1991.
 FH0877
 FH0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0877.GEOID18 height accuracy estimate available here.
 FH0877
 FH0877.Click photographs - Photos may exist for this station.
 FH0877
 FH0877.The dynamic height is computed by dividing the NAVD 88
 FH0877.geopotential number by the normal gravity value computed on the
 FH0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0877.degrees latitude (g = 980.6199 gals.).
 FH0877
 FH0877.The modeled gravity was interpolated from observed gravity values.
 FH0877
 FH0877;                    North         East    Units  Estimated Accuracy
 FH0877;SPC OK N     -    55,216.      841,002.      MT  (+/- 10 meters HH2 GPS)
 FH0877
 FH0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8726627464(NAD 83)
 FH0877
 FH0877                          SUPERSEDED SURVEY CONTROL
 FH0877
 FH0877.No superseded survey control is available for this station.
 FH0877
 FH0877_MARKER: DV = VERTICAL CONTROL DISK
 FH0877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0877_SP_SET: HEADWALL
 FH0877_STAMPING: Q 201 1984
 FH0877_MARK LOGO: NGS
 FH0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0877+STABILITY: SURFACE MOTION
 FH0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0877+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0877
 FH0877  HISTORY     - Date     Condition        Report By
 FH0877  HISTORY     - 1984     MONUMENTED       NGS
 FH0877  HISTORY     - 1988     GOOD             USPSQD
 FH0877  HISTORY     - 1989     GOOD             USPSQD
 FH0877  HISTORY     - 1990     GOOD             USPSQD
 FH0877  HISTORY     - 20020815 GOOD             OKDOT
 FH0877
 FH0877                          STATION DESCRIPTION
 FH0877
 FH0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0877'17.6 KM (10.9 MI) EAST FROM CHECOTAH.
 FH0877'17.6 KM (10.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0877'INTERCHANGE OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET
 FH0877'IN THE WEST END OF THE SOUTH HEADWALL OF A 5.5 METERS (18.0 FT) DOUBLE
 FH0877'BOX CULVERT AT THE MUSKOGEE-MCINTASH COUNTY LINE, 23.0 METERS
 FH0877'(75.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF INTERSTATE 40 EASTBOUND
 FH0877'LANES, 33.5 METERS (110.0 FT) EAST-SOUTHEAST OF THE SOUTHERNMOST ONE
 FH0877'OF TWO MUSKOGEE COUNTY LINE SIGN POST LEGS, AND 12.2 METERS (40.0 FT)
 FH0877'NORTHWEST OF A POWERLINE POLE.
 FH0877'THE MARK IS 2.7 M BELOW EASTBOUND HIGHWAY.
 FH0877
 FH0877                          STATION RECOVERY (1988)
 FH0877
 FH0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0877'RECOVERED IN GOOD CONDITION.
 FH0877
 FH0877                          STATION RECOVERY (1989)
 FH0877
 FH0877'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0877'RECOVERED IN GOOD CONDITION.
 FH0877
 FH0877                          STATION RECOVERY (1990)
 FH0877
 FH0877'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0877'RECOVERED IN GOOD CONDITION.
 FH0877
 FH0877                          STATION RECOVERY (2002)
 FH0877
 FH0877'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1322 ***********************************************************************
 GL1322  DESIGNATION -  Q 202
 GL1322  PID         -  GL1322
 GL1322  STATE/COUNTY-  OK/CIMARRON
 GL1322  COUNTRY     -  US
 GL1322  USGS QUAD   -  BOISE CITY (2018)
 GL1322
 GL1322                         *CURRENT SURVEY CONTROL
 GL1322  ______________________________________________________________________
 GL1322* NAD 83(1986) POSITION- 36 44 55.     (N) 102 31 03.     (W)   SCALED
 GL1322* NAVD 88 ORTHO HEIGHT -  1274.719 (meters)     4182.14  (feet) ADJUSTED
 GL1322  ______________________________________________________________________
 GL1322  GEOID HEIGHT    -        -23.741 (meters)                     GEOID18
 GL1322  DYNAMIC HEIGHT  -       1273.322 (meters)     4177.56  (feet) COMP
 GL1322  MODELED GRAVITY -    979,491.2   (mgal)                       NAVD 88
 GL1322
 GL1322  VERT ORDER      -  FIRST     CLASS II
 GL1322
 GL1322.The horizontal coordinates were scaled from a map and have
 GL1322.an estimated accuracy of +/- 6 seconds.
 GL1322
 GL1322.The orthometric height was determined by differential leveling and
 GL1322.adjusted by the NATIONAL GEODETIC SURVEY
 GL1322.in June 1991.
 GL1322
 GL1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1322.GEOID18 height accuracy estimate available here.
 GL1322
 GL1322.Click photographs - Photos may exist for this station.
 GL1322
 GL1322.The dynamic height is computed by dividing the NAVD 88
 GL1322.geopotential number by the normal gravity value computed on the
 GL1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1322.degrees latitude (g = 980.6199 gals.).
 GL1322
 GL1322.The modeled gravity was interpolated from observed gravity values.
 GL1322
 GL1322;                    North         East    Units  Estimated Accuracy
 GL1322;SPC OK N     -   203,400.      196,720.      MT  (+/- 180 meters Scaled)
 GL1322
 GL1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA216698(NAD 83)
 GL1322
 GL1322                          SUPERSEDED SURVEY CONTROL
 GL1322
 GL1322.No superseded survey control is available for this station.
 GL1322
 GL1322_MARKER: I = METAL ROD
 GL1322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1322_STAMPING: Q 202 1985
 GL1322_MARK LOGO: NGS
 GL1322_PROJECTION: FLUSH
 GL1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1322+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1322_ROD/PIPE-DEPTH: 6.1 meters
 GL1322
 GL1322  HISTORY     - Date     Condition        Report By
 GL1322  HISTORY     - 1985     MONUMENTED       NGS
 GL1322  HISTORY     - 20051008 GOOD             INDIV
 GL1322
 GL1322                          STATION DESCRIPTION
 GL1322
 GL1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1322'2.2 KM (1.35 MI) NORTH FROM BOISE CITY.
 GL1322'2.2 KM (1.35 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1322'IN BOISE CITY, 109.0 M (357.6 FT) NORTH OF THE CENTER OF A DIRT ROAD
 GL1322'LEADING EAST, 14.8 M (48.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1322'AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 GL1322'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1322'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GL1322'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1322
 GL1322                          STATION RECOVERY (2005)
 GL1322
 GL1322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1127 ***********************************************************************
 DM1127  DESIGNATION -  Q 203
 DM1127  PID         -  DM1127
 DM1127  STATE/COUNTY-  OK/MCCURTAIN
 DM1127  COUNTRY     -  US
 DM1127  USGS QUAD   -  IDABEL (2019)
 DM1127
 DM1127                         *CURRENT SURVEY CONTROL
 DM1127  ______________________________________________________________________
 DM1127* NAD 83(1986) POSITION- 33 53 44.     (N) 094 48 03.     (W)   SCALED
 DM1127* NAVD 88 ORTHO HEIGHT -   146.752 (meters)      481.47  (feet) ADJUSTED
 DM1127  ______________________________________________________________________
 DM1127  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 DM1127  DYNAMIC HEIGHT  -        146.603 (meters)      480.98  (feet) COMP
 DM1127  MODELED GRAVITY -    979,621.2   (mgal)                       NAVD 88
 DM1127
 DM1127  VERT ORDER      -  FIRST     CLASS II
 DM1127
 DM1127.The horizontal coordinates were scaled from a map and have
 DM1127.an estimated accuracy of +/- 6 seconds.
 DM1127
 DM1127.The orthometric height was determined by differential leveling and
 DM1127.adjusted by the NATIONAL GEODETIC SURVEY
 DM1127.in June 1991.
 DM1127
 DM1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1127.GEOID18 height accuracy estimate available here.
 DM1127
 DM1127.Click photographs - Photos may exist for this station.
 DM1127
 DM1127.The dynamic height is computed by dividing the NAVD 88
 DM1127.geopotential number by the normal gravity value computed on the
 DM1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1127.degrees latitude (g = 980.6199 gals.).
 DM1127
 DM1127.The modeled gravity was interpolated from observed gravity values.
 DM1127
 DM1127;                    North         East    Units  Estimated Accuracy
 DM1127;SPC OK S     -    67,050.      895,870.      MT  (+/- 180 meters Scaled)
 DM1127
 DM1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT334520(NAD 83)
 DM1127
 DM1127                          SUPERSEDED SURVEY CONTROL
 DM1127
 DM1127.No superseded survey control is available for this station.
 DM1127
 DM1127_MARKER: I = METAL ROD
 DM1127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1127_STAMPING: Q 203 1986
 DM1127_MARK LOGO: NGS
 DM1127_PROJECTION: FLUSH
 DM1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1127_ROD/PIPE-DEPTH: 4.3 meters
 DM1127
 DM1127  HISTORY     - Date     Condition        Report By
 DM1127  HISTORY     - 1986     MONUMENTED       NGS
 DM1127
 DM1127                          STATION DESCRIPTION
 DM1127
 DM1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1127'2.6 KM (1.6 MI) EAST FROM IDABEL.
 DM1127'2.6 KM (1.6 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1127'U.S. HIGHWAY 259 IN IDABEL, 17.2 M (56.4 FT) WEST OF THE CENTER OF A
 DM1127'DRIVEWAY LEADING NORTH TO A GARAGE, 11.2 M (36.7 FT) NORTH OF THE
 DM1127'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 8.3 M (27.2 FT)
 DM1127'WEST OF A FENCE CORNER, AND 1.3 M (4.3 FT) EAST OF UTILITY POLE NUMBER
 DM1127'5724-33-4901.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DM1127'LOGO CAP.
 DM1127'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1127'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0824 ***********************************************************************
 FJ0824  DESIGNATION -  Q 204
 FJ0824  PID         -  FJ0824
 FJ0824  STATE/COUNTY-  OK/KINGFISHER
 FJ0824  COUNTRY     -  US
 FJ0824  USGS QUAD   -  KINGFISHER (2018)
 FJ0824
 FJ0824                         *CURRENT SURVEY CONTROL
 FJ0824  ______________________________________________________________________
 FJ0824* NAD 83(1986) POSITION- 35 50 52.0    (N) 097 55 59.9    (W)   HD_HELD2
 FJ0824* NAVD 88 ORTHO HEIGHT -   329.112 (meters)     1079.76  (feet) ADJUSTED
 FJ0824  ______________________________________________________________________
 FJ0824  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 FJ0824  DYNAMIC HEIGHT  -        328.811 (meters)     1078.77  (feet) COMP
 FJ0824  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 FJ0824
 FJ0824  VERT ORDER      -  FIRST     CLASS II
 FJ0824
 FJ0824.The horizontal coordinates were established by autonomous hand held GPS
 FJ0824.observations and have an estimated accuracy of +/- 10 meters.
 FJ0824
 FJ0824.The orthometric height was determined by differential leveling and
 FJ0824.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0824.in June 1991.
 FJ0824
 FJ0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0824.GEOID18 height accuracy estimate available here.
 FJ0824
 FJ0824.Click photographs - Photos may exist for this station.
 FJ0824
 FJ0824.The dynamic height is computed by dividing the NAVD 88
 FJ0824.geopotential number by the normal gravity value computed on the
 FJ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0824.degrees latitude (g = 980.6199 gals.).
 FJ0824
 FJ0824.The modeled gravity was interpolated from observed gravity values.
 FJ0824
 FJ0824;                    North         East    Units  Estimated Accuracy
 FJ0824;SPC OK N     -    94,065.      606,025.      MT  (+/- 10 meters HH2 GPS)
 FJ0824
 FJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9632467590(NAD 83)
 FJ0824
 FJ0824                          SUPERSEDED SURVEY CONTROL
 FJ0824
 FJ0824  NGVD 29 (04/22/92)  328.957  (m)         1079.25   (f) ADJUSTED    1 2
 FJ0824
 FJ0824.Superseded values are not recommended for survey control.
 FJ0824
 FJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0824.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0824
 FJ0824_MARKER: I = METAL ROD
 FJ0824_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0824+WITH SETTING: INFORMATION.
 FJ0824_STAMPING: Q 204 1985
 FJ0824_MARK LOGO: NGS
 FJ0824_PROJECTION: FLUSH
 FJ0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0824_ROD/PIPE-DEPTH: 2.4 meters
 FJ0824
 FJ0824  HISTORY     - Date     Condition        Report By
 FJ0824  HISTORY     - 1985     MONUMENTED       NGS
 FJ0824
 FJ0824                          STATION DESCRIPTION
 FJ0824
 FJ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0824'1.5 KM (0.95 MI) SW FROM KINGFISHER.
 FJ0824'1.44 KM (0.90 MI) SOUTH ALONG MAIN STREET (US HIGHWAY 81) FROM THE
 FJ0824'COURTHOUSE AT KINGFISHER, THENCE 0.06 KM (0.04 MI) WEST ALONG SEAY
 FJ0824'AVENUE, IN THE NORTHWEST CORNER OF THE JUNCTION OF AN ALLEY, 0.05 KM
 FJ0824'(0.03 MI) EAST OF THE JUNCTION OF 7 TH STREET, 10.7 METERS (35 FT)
 FJ0824'NORTH OF THE CENTER OF THE AVENUE, 3.0 METERS (10 FT) WEST OF THE
 FJ0824'CENTER OF THE ALLEY, 0.9 METER (3 FT) NORTH-NORTHEAST OF THE SOUTHEAST
 FJ0824'CORNER OF A TALL BRICK FENCE, 0.8 METER (2.6 FT) NORTH OF AN OFFSET
 FJ0824'POWER POLE LP2 WITH ONE GUY WIRE AND 0.4 METER (1.3 FT) EAST OF THE
 FJ0824'EAST FACE OF THE FENCE.  NOTE--ROD SET TO ANCHORED REFUSAL.
 FJ0824'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0824'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 FJ0824'THE MARK IS 0.4 M ABOVE THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0571 ***********************************************************************
 GH0571  DESIGNATION -  Q 205
 GH0571  PID         -  GH0571
 GH0571  STATE/COUNTY-  OK/GRANT
 GH0571  COUNTRY     -  US
 GH0571  USGS QUAD   -  HILLSDALE (2018)
 GH0571
 GH0571                         *CURRENT SURVEY CONTROL
 GH0571  ______________________________________________________________________
 GH0571* NAD 83(1986) POSITION- 36 37 20.     (N) 097 52 31.     (W)   SCALED
 GH0571* NAVD 88 ORTHO HEIGHT -   333.329 (meters)     1093.60  (feet) ADJUSTED
 GH0571  ______________________________________________________________________
 GH0571  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 GH0571  DYNAMIC HEIGHT  -        333.045 (meters)     1092.67  (feet) COMP
 GH0571  MODELED GRAVITY -    979,770.1   (mgal)                       NAVD 88
 GH0571
 GH0571  VERT ORDER      -  FIRST     CLASS II
 GH0571
 GH0571.The horizontal coordinates were scaled from a map and have
 GH0571.an estimated accuracy of +/- 6 seconds.
 GH0571
 GH0571.The orthometric height was determined by differential leveling and
 GH0571.adjusted by the NATIONAL GEODETIC SURVEY
 GH0571.in June 1991.
 GH0571
 GH0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0571.GEOID18 height accuracy estimate available here.
 GH0571
 GH0571.Click photographs - Photos may exist for this station.
 GH0571
 GH0571.The dynamic height is computed by dividing the NAVD 88
 GH0571.geopotential number by the normal gravity value computed on the
 GH0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0571.degrees latitude (g = 980.6199 gals.).
 GH0571
 GH0571.The modeled gravity was interpolated from observed gravity values.
 GH0571
 GH0571;                    North         East    Units  Estimated Accuracy
 GH0571;SPC OK N     -   180,000.      611,160.      MT  (+/- 180 meters Scaled)
 GH0571
 GH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF005535(NAD 83)
 GH0571
 GH0571                          SUPERSEDED SURVEY CONTROL
 GH0571
 GH0571  NGVD 29 (04/22/92)  333.170  (m)         1093.08   (f) ADJUSTED    1 2
 GH0571
 GH0571.Superseded values are not recommended for survey control.
 GH0571
 GH0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0571.See file dsdata.pdf to determine how the superseded data were derived.
 GH0571
 GH0571_MARKER: I = METAL ROD
 GH0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0571_STAMPING: Q 205 1985
 GH0571_MARK LOGO: NGS
 GH0571_PROJECTION: FLUSH
 GH0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0571+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2009
 GH0571_ROD/PIPE-DEPTH: 6.7 meters
 GH0571
 GH0571  HISTORY     - Date     Condition        Report By
 GH0571  HISTORY     - 1985     MONUMENTED       NGS
 GH0571  HISTORY     - 20090202 GOOD             OKDOT
 GH0571
 GH0571                          STATION DESCRIPTION
 GH0571
 GH0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0571'27.8 KM (17.3 MI) NORTH FROM ENID.
 GH0571'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0571'IN ENID, THENCE 26.9 KM (16.65 MI) NORTH ALONG US HIGHWAY 81, AT A
 GH0571'DIRT CROSSROADS, 26.2 METERS (86.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 GH0571'9.8 METERS (32 FT) NORTH OF THE CENTER OF THE ROAD, 1.5 METERS (5 FT)
 GH0571'NORTH OF THE SOUTH END OF THE RIGHT OF WAY FENCE AND 0.4 METER (1.2
 GH0571'FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 GH0571'HAD THROUGH A 5-INCH LOGO CAP.
 GH0571'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0571'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GH0571
 GH0571                          STATION RECOVERY (2009)
 GH0571
 GH0571'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0619 ***********************************************************************
 GH0619  DESIGNATION -  Q 206
 GH0619  PID         -  GH0619
 GH0619  STATE/COUNTY-  OK/GRANT
 GH0619  COUNTRY     -  US
 GH0619  USGS QUAD   -  WAKITA SW (2018)
 GH0619
 GH0619                         *CURRENT SURVEY CONTROL
 GH0619  ______________________________________________________________________
 GH0619* NAD 83(1986) POSITION- 36 50 23.     (N) 097 55 45.     (W)   SCALED
 GH0619* NAVD 88 ORTHO HEIGHT -   350.680 (meters)     1150.52  (feet) ADJUSTED
 GH0619  ______________________________________________________________________
 GH0619  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 GH0619  DYNAMIC HEIGHT  -        350.390 (meters)     1149.57  (feet) COMP
 GH0619  MODELED GRAVITY -    979,792.8   (mgal)                       NAVD 88
 GH0619
 GH0619  VERT ORDER      -  FIRST     CLASS II
 GH0619
 GH0619.The horizontal coordinates were scaled from a map and have
 GH0619.an estimated accuracy of +/- 6 seconds.
 GH0619
 GH0619.The orthometric height was determined by differential leveling and
 GH0619.adjusted by the NATIONAL GEODETIC SURVEY
 GH0619.in June 1991.
 GH0619
 GH0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0619.GEOID18 height accuracy estimate available here.
 GH0619
 GH0619.Click photographs - Photos may exist for this station.
 GH0619
 GH0619.The dynamic height is computed by dividing the NAVD 88
 GH0619.geopotential number by the normal gravity value computed on the
 GH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0619.degrees latitude (g = 980.6199 gals.).
 GH0619
 GH0619.The modeled gravity was interpolated from observed gravity values.
 GH0619
 GH0619;                    North         East    Units  Estimated Accuracy
 GH0619;SPC OK N     -   204,130.      606,320.      MT  (+/- 180 meters Scaled)
 GH0619
 GH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF954776(NAD 83)
 GH0619
 GH0619                          SUPERSEDED SURVEY CONTROL
 GH0619
 GH0619.No superseded survey control is available for this station.
 GH0619
 GH0619_MARKER: I = METAL ROD
 GH0619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0619_STAMPING: Q 206 1985
 GH0619_MARK LOGO: NGS
 GH0619_PROJECTION: FLUSH
 GH0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0619+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 GH0619_ROD/PIPE-DEPTH: 3.4 meters
 GH0619
 GH0619  HISTORY     - Date     Condition        Report By
 GH0619  HISTORY     - 1985     MONUMENTED       NGS
 GH0619  HISTORY     - 20090528 GOOD             OKDOT
 GH0619
 GH0619                          STATION DESCRIPTION
 GH0619
 GH0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0619'21.1 KM (13.1 MI) WNW FROM MEDFORD.
 GH0619'17.9 KM (11.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0619'HIGHWAY 81 AT MEDFORD, THENCE 3.2 KM (2.0 MI) NORTH ALONG STATE ROUTE
 GH0619'11A, AT A CROSSROADS AND SET BETWEEN TWO WITNESS POSTS, 18.3 METERS
 GH0619'(60 FT) EAST OF THE HIGHWAY CENTERLINE, 10.7 METERS (35 FT) NORTH OF
 GH0619'THE CENTER OF A DIRT ROAD LEADING EAST, 7.3 METERS (24 FT) NORTHEAST
 GH0619'OF THE WEST END OF THE NORTH ABUTMENT OF A SMALL BOX CULVERT, 1.5
 GH0619'METERS (5 FT) SOUTHEAST OF A TELEPHONE WARNING SIGN POST AND
 GH0619'0.61 METER (2 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 GH0619'IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0619'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0619
 GH0619                          STATION RECOVERY (2009)
 GH0619
 GH0619'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TDM)
 GH0619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0605 ***********************************************************************
 GH0605  DESIGNATION -  Q 207
 GH0605  PID         -  GH0605
 GH0605  STATE/COUNTY-  OK/GARFIELD
 GH0605  COUNTRY     -  US
 GH0605  USGS QUAD   -  WAUKOMIS (2018)
 GH0605
 GH0605                         *CURRENT SURVEY CONTROL
 GH0605  ______________________________________________________________________
 GH0605* NAD 83(1986) POSITION- 36 22 17.03   (N) 097 53 21.68   (W)   HD_HELD1
 GH0605* NAVD 88 ORTHO HEIGHT -   381.990 (meters)     1253.25  (feet) ADJUSTED
 GH0605  ______________________________________________________________________
 GH0605  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 GH0605  DYNAMIC HEIGHT  -        381.653 (meters)     1252.14  (feet) COMP
 GH0605  MODELED GRAVITY -    979,739.1   (mgal)                       NAVD 88
 GH0605
 GH0605  VERT ORDER      -  FIRST     CLASS II
 GH0605
 GH0605.The horizontal coordinates were determined by differentially corrected
 GH0605.hand held GPS observations or other comparable positioning techniques
 GH0605.and have an estimated accuracy of +/- 3 meters.
 GH0605
 GH0605.The orthometric height was determined by differential leveling and
 GH0605.adjusted by the NATIONAL GEODETIC SURVEY
 GH0605.in June 1991.
 GH0605
 GH0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0605.GEOID18 height accuracy estimate available here.
 GH0605
 GH0605.Click photographs - Photos may exist for this station.
 GH0605
 GH0605.The dynamic height is computed by dividing the NAVD 88
 GH0605.geopotential number by the normal gravity value computed on the
 GH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0605.degrees latitude (g = 980.6199 gals.).
 GH0605
 GH0605.The modeled gravity was interpolated from observed gravity values.
 GH0605
 GH0605;                    North         East    Units  Estimated Accuracy
 GH0605;SPC OK N     -   152,167.2     609,928.6     MT  (+/- 3 meters HH1 GPS) 
 GH0605
 GH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9963025715(NAD 83)
 GH0605
 GH0605                          SUPERSEDED SURVEY CONTROL
 GH0605
 GH0605  NGVD 29 (04/22/92)  381.808  (m)         1252.65   (f) ADJUSTED    1 2
 GH0605
 GH0605.Superseded values are not recommended for survey control.
 GH0605
 GH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0605.See file dsdata.pdf to determine how the superseded data were derived.
 GH0605
 GH0605_MARKER: F = FLANGE-ENCASED ROD
 GH0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0605_STAMPING: Q 207 1985
 GH0605_MARK LOGO: NGS
 GH0605_PROJECTION: FLUSH
 GH0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0605+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2018
 GH0605_ROD/PIPE-DEPTH: 12.2 meters
 GH0605
 GH0605  HISTORY     - Date     Condition        Report By
 GH0605  HISTORY     - 1985     MONUMENTED       NGS
 GH0605  HISTORY     - 20091201 GOOD             INDIV
 GH0605  HISTORY     - 20180710 GOOD             OKDOT
 GH0605
 GH0605                          STATION DESCRIPTION
 GH0605
 GH0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0605'2.2 KM (1.35 MI) SOUTH FROM ENID.
 GH0605'2.17 KM (1.35 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0605'HIGHWAY 15 AT ENID, AT THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 GH0605'AROUND THE GEORGE E FAILING COMPANY, IN THE NORTHEAST CORNER OF THE T
 GH0605'JUNCTION OF FAILING DRIVE LEADING EAST, 60.4 METERS (198 FT) EAST OF
 GH0605'THE HIGHWAY CENTERLINE, 9.8 METERS (32 FT) NORTH OF THE CENTER OF THE
 GH0605'AVENUE, 46.6 METERS (153 FT) EAST OF A FIRE HYDRANT, 22.3 METERS (73.2
 GH0605'FT) WEST OF A POWER POLE, 0.5 METER (1.8 FT) EAST-SOUTHEAST OF THE
 GH0605'SOUTHWEST FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF THE FENCE.
 GH0605'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0605'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 GH0605'THE MARK IS 0.3 M ABOVE THE AVENUE.
 GH0605
 GH0605                          STATION RECOVERY (2009)
 GH0605
 GH0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0605'RECOVERED IN GOOD CONDITION.
 GH0605
 GH0605                          STATION RECOVERY (2018)
 GH0605
 GH0605'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AJG)
 GH0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0775 ***********************************************************************
 EK0775  DESIGNATION -  Q 208
 EK0775  PID         -  EK0775
 EK0775  STATE/COUNTY-  OK/CHOCTAW
 EK0775  COUNTRY     -  US
 EK0775  USGS QUAD   -  FORT TOWSON (2019)
 EK0775
 EK0775                         *CURRENT SURVEY CONTROL
 EK0775  ______________________________________________________________________
 EK0775* NAD 83(1986) POSITION- 34 01 26.     (N) 095 17 20.     (W)   SCALED
 EK0775* NAVD 88 ORTHO HEIGHT -   146.572 (meters)      480.88  (feet) ADJUSTED
 EK0775  ______________________________________________________________________
 EK0775  GEOID HEIGHT    -        -29.088 (meters)                     GEOID18
 EK0775  DYNAMIC HEIGHT  -        146.416 (meters)      480.37  (feet) COMP
 EK0775  MODELED GRAVITY -    979,570.0   (mgal)                       NAVD 88
 EK0775
 EK0775  VERT ORDER      -  FIRST     CLASS II
 EK0775
 EK0775.The horizontal coordinates were scaled from a map and have
 EK0775.an estimated accuracy of +/- 6 seconds.
 EK0775
 EK0775.The orthometric height was determined by differential leveling and
 EK0775.adjusted by the NATIONAL GEODETIC SURVEY
 EK0775.in June 1991.
 EK0775
 EK0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0775.GEOID18 height accuracy estimate available here.
 EK0775
 EK0775.Click photographs - Photos may exist for this station.
 EK0775
 EK0775.The dynamic height is computed by dividing the NAVD 88
 EK0775.geopotential number by the normal gravity value computed on the
 EK0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0775.degrees latitude (g = 980.6199 gals.).
 EK0775
 EK0775.The modeled gravity was interpolated from observed gravity values.
 EK0775
 EK0775;                    North         East    Units  Estimated Accuracy
 EK0775;SPC OK S     -    79,960.      850,360.      MT  (+/- 180 meters Scaled)
 EK0775
 EK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT886671(NAD 83)
 EK0775
 EK0775                          SUPERSEDED SURVEY CONTROL
 EK0775
 EK0775.No superseded survey control is available for this station.
 EK0775
 EK0775_MARKER: DV = VERTICAL CONTROL DISK
 EK0775_SETTING: 66 = SET IN ROCK OUTCROP
 EK0775_STAMPING: Q 208 1986
 EK0775_MARK LOGO: NGS
 EK0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0775+STABILITY: POSITION/ELEVATION WELL
 EK0775
 EK0775  HISTORY     - Date     Condition        Report By
 EK0775  HISTORY     - 1986     MONUMENTED       NGS
 EK0775
 EK0775                          STATION DESCRIPTION
 EK0775
 EK0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0775'22.6 KM (14.05 MI) EAST FROM HUGO.
 EK0775'22.6 KM (14.05 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0775'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, NEAR THE CENTER OF A 2
 EK0775'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.1 KM (0.7 MI) WEST OF
 EK0775'THE INTERSECTION OF STATE HIGHWAY 109 LEADING WEST, 106.4 M (349.1 FT)
 EK0775'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO A HOUSE, 41.2 M
 EK0775'(125.2 FT) NORTHWEST OF A T-FENCE CORNER, AND 10.2 M (33.5 FT)
 EK0775'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EK0775'THE MARK IS 9.9 METERS  S FROM  A WITNESS POST AND FENCE
 EK0775'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0800 ***********************************************************************
 EK0800  DESIGNATION -  Q 209
 EK0800  PID         -  EK0800
 EK0800  STATE/COUNTY-  OK/CHOCTAW
 EK0800  COUNTRY     -  US
 EK0800  USGS QUAD   -  BOSWELL (2018)
 EK0800
 EK0800                         *CURRENT SURVEY CONTROL
 EK0800  ______________________________________________________________________
 EK0800* NAD 83(1986) POSITION- 34 01 54.     (N) 095 48 56.     (W)   SCALED
 EK0800* NAVD 88 ORTHO HEIGHT -   174.464 (meters)      572.39  (feet) ADJUSTED
 EK0800  ______________________________________________________________________
 EK0800  GEOID HEIGHT    -        -28.504 (meters)                     GEOID18
 EK0800  DYNAMIC HEIGHT  -        174.278 (meters)      571.78  (feet) COMP
 EK0800  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 EK0800
 EK0800  VERT ORDER      -  FIRST     CLASS II
 EK0800
 EK0800.The horizontal coordinates were scaled from a map and have
 EK0800.an estimated accuracy of +/- 6 seconds.
 EK0800
 EK0800.The orthometric height was determined by differential leveling and
 EK0800.adjusted by the NATIONAL GEODETIC SURVEY
 EK0800.in June 1991.
 EK0800
 EK0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0800.GEOID18 height accuracy estimate available here.
 EK0800
 EK0800.Click photographs - Photos may exist for this station.
 EK0800
 EK0800.The dynamic height is computed by dividing the NAVD 88
 EK0800.geopotential number by the normal gravity value computed on the
 EK0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0800.degrees latitude (g = 980.6199 gals.).
 EK0800
 EK0800.The modeled gravity was interpolated from observed gravity values.
 EK0800
 EK0800;                    North         East    Units  Estimated Accuracy
 EK0800;SPC OK S     -    79,650.      801,720.      MT  (+/- 180 meters Scaled)
 EK0800
 EK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT400692(NAD 83)
 EK0800
 EK0800                          SUPERSEDED SURVEY CONTROL
 EK0800
 EK0800.No superseded survey control is available for this station.
 EK0800
 EK0800_MARKER: I = METAL ROD
 EK0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0800_STAMPING: Q 209 1986
 EK0800_MARK LOGO: NGS
 EK0800_PROJECTION: FLUSH
 EK0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0800_ROD/PIPE-DEPTH: 4.3 meters
 EK0800
 EK0800  HISTORY     - Date     Condition        Report By
 EK0800  HISTORY     - 1986     MONUMENTED       NGS
 EK0800
 EK0800                          STATION DESCRIPTION
 EK0800
 EK0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0800'30.0 KM (18.65 MI) WEST FROM HUGO.
 EK0800'30.0 KM (18.65 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0800'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 0.1 KM (0.05 MI) EAST OF
 EK0800'THE INTERSECTION OF A GRAVELED ROAD LEADING NORTH, 18.0 M (59.1 FT)
 EK0800'NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.7 M (54.8 FT) EAST OF A
 EK0800'UTILITY POLE, 15.2 M (49.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 EK0800'AND 11.2 M (36.7 FT) WEST OF UTILITY PEDESTAL NUMBER 200 1868.
 EK0800'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0800'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0800'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0685 ***********************************************************************
 EL0685  DESIGNATION -  Q 210
 EL0685  PID         -  EL0685
 EL0685  STATE/COUNTY-  OK/GRADY
 EL0685  COUNTRY     -  US
 EL0685  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0685
 EL0685                         *CURRENT SURVEY CONTROL
 EL0685  ______________________________________________________________________
 EL0685* NAD 83(1986) POSITION- 34 46 56.81   (N) 097 58 02.08   (W)   HD_HELD1
 EL0685* NAVD 88 ORTHO HEIGHT -   412.046 (meters)     1351.85  (feet) ADJUSTED
 EL0685  ______________________________________________________________________
 EL0685  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EL0685  DYNAMIC HEIGHT  -        411.623 (meters)     1350.47  (feet) COMP
 EL0685  MODELED GRAVITY -    979,593.6   (mgal)                       NAVD 88
 EL0685
 EL0685  VERT ORDER      -  FIRST     CLASS II
 EL0685
 EL0685.The horizontal coordinates were determined by differentially corrected
 EL0685.hand held GPS observations or other comparable positioning techniques
 EL0685.and have an estimated accuracy of +/- 3 meters.
 EL0685
 EL0685.The orthometric height was determined by differential leveling and
 EL0685.adjusted by the NATIONAL GEODETIC SURVEY
 EL0685.in June 1991.
 EL0685
 EL0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0685.GEOID18 height accuracy estimate available here.
 EL0685
 EL0685.Click photographs - Photos may exist for this station.
 EL0685
 EL0685.The dynamic height is computed by dividing the NAVD 88
 EL0685.geopotential number by the normal gravity value computed on the
 EL0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0685.degrees latitude (g = 980.6199 gals.).
 EL0685
 EL0685.The modeled gravity was interpolated from observed gravity values.
 EL0685
 EL0685;                    North         East    Units  Estimated Accuracy
 EL0685;SPC OK S     -   160,741.9     602,997.9     MT  (+/- 3 meters HH1 GPS) 
 EL0685
 EL0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9449149403(NAD 83)
 EL0685
 EL0685                          SUPERSEDED SURVEY CONTROL
 EL0685
 EL0685.No superseded survey control is available for this station.
 EL0685
 EL0685_MARKER: F = FLANGE-ENCASED ROD
 EL0685_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL0685_STAMPING: Q 210 1986
 EL0685_MARK LOGO: NGS
 EL0685_PROJECTION: FLUSH
 EL0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0685+STABILITY: POSITION/ELEVATION WELL
 EL0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0685+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0685_ROD/PIPE-DEPTH: 11.6 meters
 EL0685_SLEEVE-DEPTH  : 8.4 meters
 EL0685
 EL0685  HISTORY     - Date     Condition        Report By
 EL0685  HISTORY     - 1986     MONUMENTED       NGS
 EL0685  HISTORY     - 20180711 GOOD             OKDOT
 EL0685
 EL0685                          STATION DESCRIPTION
 EL0685
 EL0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0685'IN RUSH SPRINGS.
 EL0685'IN RUSH SPRINGS, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND STATE
 EL0685'HIGHWAY 17, 61.9 M (203.1 FT) WEST OF THE CENTERLINE OF THE SOUTH
 EL0685'BOUND LANES OF THE U.S. HIGHWAY, 32.6 M (107.0 FT) SOUTH OF THE
 EL0685'CENTERLINE OF THE STATE HIGHWAY, 21.7 M (71.2 FT) NORTH OF THE CENTER
 EL0685'OF A PAVED ROAD, AND 5.0 M (16.4 FT) SOUTHEAST OF A FENCE CORNER.
 EL0685'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0685'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 EL0685'THE MARK IS ABOVE LEVEL WITH THE STATE HIGHWAY.
 EL0685
 EL0685                          STATION RECOVERY (2018)
 EL0685
 EL0685'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0678 ***********************************************************************
 EL0678  DESIGNATION -  Q 211
 EL0678  PID         -  EL0678
 EL0678  STATE/COUNTY-  OK/STEPHENS
 EL0678  COUNTRY     -  US
 EL0678  USGS QUAD   -  MARLOW (2018)
 EL0678
 EL0678                         *CURRENT SURVEY CONTROL
 EL0678  ______________________________________________________________________
 EL0678* NAD 83(1986) POSITION- 34 39 17.     (N) 097 57 22.     (W)   SCALED
 EL0678* NAVD 88 ORTHO HEIGHT -   394.887 (meters)     1295.56  (feet) ADJUSTED
 EL0678  ______________________________________________________________________
 EL0678  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 EL0678  DYNAMIC HEIGHT  -        394.475 (meters)     1294.21  (feet) COMP
 EL0678  MODELED GRAVITY -    979,578.9   (mgal)                       NAVD 88
 EL0678
 EL0678  VERT ORDER      -  FIRST     CLASS II
 EL0678
 EL0678.The horizontal coordinates were scaled from a map and have
 EL0678.an estimated accuracy of +/- 6 seconds.
 EL0678
 EL0678.The orthometric height was determined by differential leveling and
 EL0678.adjusted by the NATIONAL GEODETIC SURVEY
 EL0678.in June 1991.
 EL0678
 EL0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0678.GEOID18 height accuracy estimate available here.
 EL0678
 EL0678.Click photographs - Photos may exist for this station.
 EL0678
 EL0678.The dynamic height is computed by dividing the NAVD 88
 EL0678.geopotential number by the normal gravity value computed on the
 EL0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0678.degrees latitude (g = 980.6199 gals.).
 EL0678
 EL0678.The modeled gravity was interpolated from observed gravity values.
 EL0678
 EL0678;                    North         East    Units  Estimated Accuracy
 EL0678;SPC OK S     -   146,570.      604,020.      MT  (+/- 180 meters Scaled)
 EL0678
 EL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956352(NAD 83)
 EL0678
 EL0678                          SUPERSEDED SURVEY CONTROL
 EL0678
 EL0678.No superseded survey control is available for this station.
 EL0678
 EL0678_MARKER: I = METAL ROD
 EL0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0678_STAMPING: Q 211 1986
 EL0678_MARK LOGO: NGS
 EL0678_PROJECTION: FLUSH
 EL0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0678_ROD/PIPE-DEPTH: 4.0 meters
 EL0678
 EL0678  HISTORY     - Date     Condition        Report By
 EL0678  HISTORY     - 1986     MONUMENTED       NGS
 EL0678
 EL0678                          STATION DESCRIPTION
 EL0678
 EL0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0678'IN MARLOW.
 EL0678'IN MARLOW, AT THE INTERSECTION OF NORTH SECOND AND WEST MCNEESE
 EL0678'STREETS, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF MCNEESE STREET, 5.0 M
 EL0678'(16.4 FT) EAST OF THE CENTER OF NORTH SECOND STREET, 5.0 M (16.4 FT)
 EL0678'WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.7 M (2.3 FT) NORTH OF A
 EL0678'UTILTIY POLE WITH A STREET LAMP.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0678'THROUGH A 5-INCH LOGO CAP.
 EL0678'THE MARK IS ABOVE LEVEL WITH NORTH SECOND STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0810 ***********************************************************************
 EK0810  DESIGNATION -  Q 212
 EK0810  PID         -  EK0810
 EK0810  STATE/COUNTY-  OK/BRYAN
 EK0810  COUNTRY     -  US
 EK0810  USGS QUAD   -  BOSWELL SW (2018)
 EK0810
 EK0810                         *CURRENT SURVEY CONTROL
 EK0810  ______________________________________________________________________
 EK0810* NAD 83(1986) POSITION- 34 01 35.     (N) 095 59 24.     (W)   SCALED
 EK0810* NAVD 88 ORTHO HEIGHT -   197.375 (meters)      647.55  (feet) ADJUSTED
 EK0810  ______________________________________________________________________
 EK0810  GEOID HEIGHT    -        -27.671 (meters)                     GEOID18
 EK0810  DYNAMIC HEIGHT  -        197.171 (meters)      646.89  (feet) COMP
 EK0810  MODELED GRAVITY -    979,597.7   (mgal)                       NAVD 88
 EK0810
 EK0810  VERT ORDER      -  FIRST     CLASS II
 EK0810
 EK0810.The horizontal coordinates were scaled from a map and have
 EK0810.an estimated accuracy of +/- 6 seconds.
 EK0810
 EK0810.The orthometric height was determined by differential leveling and
 EK0810.adjusted by the NATIONAL GEODETIC SURVEY
 EK0810.in June 1991.
 EK0810
 EK0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0810.GEOID18 height accuracy estimate available here.
 EK0810
 EK0810.Click photographs - Photos may exist for this station.
 EK0810
 EK0810.The dynamic height is computed by dividing the NAVD 88
 EK0810.geopotential number by the normal gravity value computed on the
 EK0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0810.degrees latitude (g = 980.6199 gals.).
 EK0810
 EK0810.The modeled gravity was interpolated from observed gravity values.
 EK0810
 EK0810;                    North         East    Units  Estimated Accuracy
 EK0810;SPC OK S     -    78,730.      785,620.      MT  (+/- 180 meters Scaled)
 EK0810
 EK0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT239691(NAD 83)
 EK0810
 EK0810                          SUPERSEDED SURVEY CONTROL
 EK0810
 EK0810.No superseded survey control is available for this station.
 EK0810
 EK0810_MARKER: DV = VERTICAL CONTROL DISK
 EK0810_SETTING: 66 = SET IN ROCK OUTCROP
 EK0810_STAMPING: Q 212 1986
 EK0810_MARK LOGO: NGS
 EK0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0810+STABILITY: POSITION/ELEVATION WELL
 EK0810
 EK0810  HISTORY     - Date     Condition        Report By
 EK0810  HISTORY     - 1986     MONUMENTED       NGS
 EK0810
 EK0810                          STATION DESCRIPTION
 EK0810
 EK0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0810'39.7 KM (24.65 MI) EAST FROM DURANT.
 EK0810'39.7 KM (24.65 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0810'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 17.1 M (56.1 FT) NORTH
 EK0810'OF THE CENTERLINE OF THE HIGHWAY, 12.3 M (40.4 FT) EAST OF THE CENTER
 EK0810'OF GRAVELED ROAD LEADING NORTH, AND 3.1 M (10.2 FT) EAST OF A FENCE
 EK0810'CORNER.  NOTE--THE DISK IS SET IN BEDROCK 1.0 FT BELOW THE GROUND
 EK0810'SURFACE.  ACCESS IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0810'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0810'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0646 ***********************************************************************
 EL0646  DESIGNATION -  Q 213
 EL0646  PID         -  EL0646
 EL0646  STATE/COUNTY-  OK/JEFFERSON
 EL0646  COUNTRY     -  US
 EL0646  USGS QUAD   -  WAURIKA EAST (2018)
 EL0646
 EL0646                         *CURRENT SURVEY CONTROL
 EL0646  ______________________________________________________________________
 EL0646* NAD 83(1986) POSITION- 34 10 22.7    (N) 097 58 54.6    (W)   HD_HELD2
 EL0646* NAVD 88 ORTHO HEIGHT -   287.816 (meters)      944.28  (feet) ADJUSTED
 EL0646  ______________________________________________________________________
 EL0646  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 EL0646  DYNAMIC HEIGHT  -        287.526 (meters)      943.32  (feet) COMP
 EL0646  MODELED GRAVITY -    979,618.8   (mgal)                       NAVD 88
 EL0646
 EL0646  VERT ORDER      -  FIRST     CLASS II
 EL0646
 EL0646.The horizontal coordinates were established by autonomous hand held GPS
 EL0646.observations and have an estimated accuracy of +/- 10 meters.
 EL0646
 EL0646.The orthometric height was determined by differential leveling and
 EL0646.adjusted by the NATIONAL GEODETIC SURVEY
 EL0646.in June 1991.
 EL0646
 EL0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0646.GEOID18 height accuracy estimate available here.
 EL0646
 EL0646.Click photographs - Photos may exist for this station.
 EL0646
 EL0646.The dynamic height is computed by dividing the NAVD 88
 EL0646.geopotential number by the normal gravity value computed on the
 EL0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0646.degrees latitude (g = 980.6199 gals.).
 EL0646
 EL0646.The modeled gravity was interpolated from observed gravity values.
 EL0646
 EL0646;                    North         East    Units  Estimated Accuracy
 EL0646;SPC OK S     -    93,136.      601,675.      MT  (+/- 10 meters HH2 GPS)
 EL0646
 EL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9383681803(NAD 83)
 EL0646
 EL0646                          SUPERSEDED SURVEY CONTROL
 EL0646
 EL0646.No superseded survey control is available for this station.
 EL0646
 EL0646_MARKER: I = METAL ROD
 EL0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0646_STAMPING: Q 213 1986
 EL0646_MARK LOGO: NGS
 EL0646_PROJECTION: FLUSH
 EL0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0646_ROD/PIPE-DEPTH: 6.7 meters
 EL0646
 EL0646  HISTORY     - Date     Condition        Report By
 EL0646  HISTORY     - 1986     MONUMENTED       NGS
 EL0646
 EL0646                          STATION DESCRIPTION
 EL0646
 EL0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0646'2.6 KM (1.6 MI) NORTH FROM WAURIKA.
 EL0646'1.6 KM (1.0 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 EL0646'U.S. HIGHWAY 70 IN WAURIKA, 40.8 M (133.9 FT) EAST OF THE CENTERLINE
 EL0646'OF THE HIGHWAY, 9.0 M (29.5 FT) NORTH OF THE CENTER OF A GRAVELED
 EL0646'ROAD, AND 1.0 M (3.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 EL0646'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0646'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0646'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0782 ***********************************************************************
 FJ0782  DESIGNATION -  Q 214
 FJ0782  PID         -  FJ0782
 FJ0782  STATE/COUNTY-  OK/GRADY
 FJ0782  COUNTRY     -  US
 FJ0782  USGS QUAD   -  CHICKASHA (2018)
 FJ0782
 FJ0782                         *CURRENT SURVEY CONTROL
 FJ0782  ______________________________________________________________________
 FJ0782* NAD 83(1986) POSITION- 35 03 11.     (N) 097 57 01.     (W)   SCALED
 FJ0782* NAVD 88 ORTHO HEIGHT -   346.479 (meters)     1136.74  (feet) ADJUSTED
 FJ0782  ______________________________________________________________________
 FJ0782  GEOID HEIGHT    -        -26.485 (meters)                     GEOID18
 FJ0782  DYNAMIC HEIGHT  -        346.136 (meters)     1135.61  (feet) COMP
 FJ0782  MODELED GRAVITY -    979,635.8   (mgal)                       NAVD 88
 FJ0782
 FJ0782  VERT ORDER      -  FIRST     CLASS II
 FJ0782
 FJ0782.The horizontal coordinates were scaled from a map and have
 FJ0782.an estimated accuracy of +/- 6 seconds.
 FJ0782
 FJ0782.The orthometric height was determined by differential leveling and
 FJ0782.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0782.in June 1991.
 FJ0782
 FJ0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0782.GEOID18 height accuracy estimate available here.
 FJ0782
 FJ0782.Click photographs - Photos may exist for this station.
 FJ0782
 FJ0782.The dynamic height is computed by dividing the NAVD 88
 FJ0782.geopotential number by the normal gravity value computed on the
 FJ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0782.degrees latitude (g = 980.6199 gals.).
 FJ0782
 FJ0782.The modeled gravity was interpolated from observed gravity values.
 FJ0782
 FJ0782;                    North         East    Units  Estimated Accuracy
 FJ0782;SPC OK S     -   190,760.      604,540.      MT  (+/- 180 meters Scaled)
 FJ0782
 FJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND957794(NAD 83)
 FJ0782
 FJ0782                          SUPERSEDED SURVEY CONTROL
 FJ0782
 FJ0782.No superseded survey control is available for this station.
 FJ0782
 FJ0782_MARKER: DV = VERTICAL CONTROL DISK
 FJ0782_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0782_SP_SET: BRIDGE ABUTMENT
 FJ0782_STAMPING: Q 214 1986
 FJ0782_MARK LOGO: NGS
 FJ0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0782
 FJ0782  HISTORY     - Date     Condition        Report By
 FJ0782  HISTORY     - 1986     MONUMENTED       NGS
 FJ0782
 FJ0782                          STATION DESCRIPTION
 FJ0782
 FJ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0782'IN CHICKASHA.
 FJ0782'IN CHICKASHA, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND THE
 FJ0782'BURLINGTON NORTHERN RAILROAD, IN TOP OF THE SOUTH END OF THE WEST
 FJ0782'ABUTMENT OF THE EAST BOUND HIGHWAY OVERPASS OF THE RAILROAD, 14.2 M
 FJ0782'(46.6 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 FJ0782'HIGHWAY, 5.2 M (17.1 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 FJ0782'LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT) EAST OF THE WEST END OF A
 FJ0782'METAL GUARDRAIL.
 FJ0782'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1375 ***********************************************************************
 FJ1375  DESIGNATION -  Q 215
 FJ1375  PID         -  FJ1375
 FJ1375  STATE/COUNTY-  OK/MCCLAIN
 FJ1375  COUNTRY     -  US
 FJ1375  USGS QUAD   -  NEWCASTLE (2018)
 FJ1375
 FJ1375                         *CURRENT SURVEY CONTROL
 FJ1375  ______________________________________________________________________
 FJ1375* NAD 83(1986) POSITION- 35 10 55.     (N) 097 30 44.     (W)   SCALED
 FJ1375* NAVD 88 ORTHO HEIGHT -   340.039 (meters)     1115.61  (feet) ADJUSTED
 FJ1375  ______________________________________________________________________
 FJ1375  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 FJ1375  DYNAMIC HEIGHT  -        339.708 (meters)     1114.53  (feet) COMP
 FJ1375  MODELED GRAVITY -    979,650.9   (mgal)                       NAVD 88
 FJ1375
 FJ1375  VERT ORDER      -  FIRST     CLASS II
 FJ1375
 FJ1375.The horizontal coordinates were scaled from a map and have
 FJ1375.an estimated accuracy of +/- 6 seconds.
 FJ1375
 FJ1375.The orthometric height was determined by differential leveling and
 FJ1375.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1375.in August 1994.
 FJ1375
 FJ1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1375.GEOID18 height accuracy estimate available here.
 FJ1375
 FJ1375.Click photographs - Photos may exist for this station.
 FJ1375
 FJ1375.The dynamic height is computed by dividing the NAVD 88
 FJ1375.geopotential number by the normal gravity value computed on the
 FJ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1375.degrees latitude (g = 980.6199 gals.).
 FJ1375
 FJ1375.The modeled gravity was interpolated from observed gravity values.
 FJ1375
 FJ1375;                    North         East    Units  Estimated Accuracy
 FJ1375;SPC OK S     -   205,170.      644,430.      MT  (+/- 180 meters Scaled)
 FJ1375
 FJ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD354942(NAD 83)
 FJ1375
 FJ1375                          SUPERSEDED SURVEY CONTROL
 FJ1375
 FJ1375.No superseded survey control is available for this station.
 FJ1375
 FJ1375_MARKER: I = METAL ROD
 FJ1375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1375_STAMPING: Q 215 1994
 FJ1375_MARK LOGO: NGS
 FJ1375_PROJECTION: FLUSH
 FJ1375_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1375+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1375_ROD/PIPE-DEPTH: 16.0 meters
 FJ1375
 FJ1375  HISTORY     - Date     Condition        Report By
 FJ1375  HISTORY     - 1994     MONUMENTED       NGS
 FJ1375
 FJ1375                          STATION DESCRIPTION
 FJ1375
 FJ1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1375'2.2 KM (1.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 35 FROM THE
 FJ1375'JUNCTION OF STATE HIGHWAY 9 EAST IN NORMAN (EXIT 108 A), THENCE 1.7
 FJ1375'KM (1.05 MI) WESTERLY ALONG STATE HIGHWAY 9 (EXIT 106), 37.6 M
 FJ1375'(123.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.8 M (35.4 FT) EAST OF
 FJ1375'THE CENTER OF SANTA FE ROAD, 7.2 M (23.6 FT) SOUTH OF A FENCE CORNER,
 FJ1375'1.8 M (5.9 FT) SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX,
 FJ1375'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST
 FJ1375'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 FJ1375'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1400 ***********************************************************************
 FJ1400  DESIGNATION -  Q 216
 FJ1400  PID         -  FJ1400
 FJ1400  STATE/COUNTY-  OK/OKLAHOMA
 FJ1400  COUNTRY     -  US
 FJ1400  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1400
 FJ1400                         *CURRENT SURVEY CONTROL
 FJ1400  ______________________________________________________________________
 FJ1400* NAD 83(1986) POSITION- 35 25 40.     (N) 097 29 41.     (W)   SCALED
 FJ1400* NAVD 88 ORTHO HEIGHT -   386.404 (meters)     1267.73  (feet) ADJUSTED
 FJ1400  ______________________________________________________________________
 FJ1400  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 FJ1400  DYNAMIC HEIGHT  -        386.034 (meters)     1266.51  (feet) COMP
 FJ1400  MODELED GRAVITY -    979,663.4   (mgal)                       NAVD 88
 FJ1400
 FJ1400  VERT ORDER      -  FIRST     CLASS II
 FJ1400
 FJ1400.The horizontal coordinates were scaled from a map and have
 FJ1400.an estimated accuracy of +/- 6 seconds.
 FJ1400
 FJ1400.The orthometric height was determined by differential leveling and
 FJ1400.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1400.in August 1994.
 FJ1400
 FJ1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1400.GEOID18 height accuracy estimate available here.
 FJ1400
 FJ1400.Click photographs - Photos may exist for this station.
 FJ1400
 FJ1400.The dynamic height is computed by dividing the NAVD 88
 FJ1400.geopotential number by the normal gravity value computed on the
 FJ1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1400.degrees latitude (g = 980.6199 gals.).
 FJ1400
 FJ1400.The modeled gravity was interpolated from observed gravity values.
 FJ1400
 FJ1400;                    North         East    Units  Estimated Accuracy
 FJ1400;SPC OK N     -    47,580.      645,890.      MT  (+/- 180 meters Scaled)
 FJ1400
 FJ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE366215(NAD 83)
 FJ1400
 FJ1400                          SUPERSEDED SURVEY CONTROL
 FJ1400
 FJ1400.No superseded survey control is available for this station.
 FJ1400
 FJ1400_MARKER: I = METAL ROD
 FJ1400_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1400+WITH SETTING: INFORMATION.
 FJ1400_STAMPING: Q 216 1994
 FJ1400_MARK LOGO: NGS
 FJ1400_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1400+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 FJ1400
 FJ1400  HISTORY     - Date     Condition        Report By
 FJ1400  HISTORY     - 1994     MONUMENTED       NGS
 FJ1400  HISTORY     - 20011009 GOOD             INDIV
 FJ1400
 FJ1400                          STATION DESCRIPTION
 FJ1400
 FJ1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1400'IN OKLAHOMA CITY, AT THE INTERSECTION OF HIGH AVENUE AND SOUTHEAST
 FJ1400'GRAND BOULEVARD, A METAL ROD DRIVEN 1.3 METERS AND FLUSH WITH THE
 FJ1400'GROUND, 17.1 M (56.1 FT) EAST OF THE AVENUE CENTERLINE, 13.3
 FJ1400'M (43.6 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 FJ1400'BOULEVARD, 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 FJ1400'LANES OF THE BOULEVARD, 7.8 M (25.6 FT) EAST OF AN UNDERGROUND GAS
 FJ1400'PIPELINE WARNING SIGN, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 FJ1400'AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH 5-INCH LOGO CAP.
 FJ1400'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FJ1400
 FJ1400                          STATION RECOVERY (2001)
 FJ1400
 FJ1400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ1400'RECOVERED INTACT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1069 ***********************************************************************
 EL1069  DESIGNATION -  Q 217
 EL1069  PID         -  EL1069
 EL1069  STATE/COUNTY-  OK/JOHNSTON
 EL1069  COUNTRY     -  US
 EL1069  USGS QUAD   -  MANNSVILLE (2018)
 EL1069
 EL1069                         *CURRENT SURVEY CONTROL
 EL1069  ______________________________________________________________________
 EL1069* NAD 83(1986) POSITION- 34 11 14.     (N) 096 53 55.     (W)   SCALED
 EL1069* NAVD 88 ORTHO HEIGHT -   233.423 (meters)      765.82  (feet) ADJUSTED
 EL1069  ______________________________________________________________________
 EL1069  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 EL1069  DYNAMIC HEIGHT  -        233.182 (meters)      765.03  (feet) COMP
 EL1069  MODELED GRAVITY -    979,597.9   (mgal)                       NAVD 88
 EL1069
 EL1069  VERT ORDER      -  FIRST     CLASS II
 EL1069
 EL1069.The horizontal coordinates were scaled from a map and have
 EL1069.an estimated accuracy of +/- 6 seconds.
 EL1069
 EL1069.The orthometric height was determined by differential leveling and
 EL1069.adjusted by the NATIONAL GEODETIC SURVEY
 EL1069.in August 1994.
 EL1069
 EL1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1069.GEOID18 height accuracy estimate available here.
 EL1069
 EL1069.Click photographs - Photos may exist for this station.
 EL1069
 EL1069.The dynamic height is computed by dividing the NAVD 88
 EL1069.geopotential number by the normal gravity value computed on the
 EL1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1069.degrees latitude (g = 980.6199 gals.).
 EL1069
 EL1069.The modeled gravity was interpolated from observed gravity values.
 EL1069
 EL1069;                    North         East    Units  Estimated Accuracy
 EL1069;SPC OK S     -    95,270.      701,520.      MT  (+/- 180 meters Scaled)
 EL1069
 EL1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC936849(NAD 83)
 EL1069
 EL1069                          SUPERSEDED SURVEY CONTROL
 EL1069
 EL1069.No superseded survey control is available for this station.
 EL1069
 EL1069_MARKER: I = METAL ROD
 EL1069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1069_STAMPING: Q 217 1994
 EL1069_MARK LOGO: NGS
 EL1069_PROJECTION: FLUSH
 EL1069_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1069+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1069_ROD/PIPE-DEPTH: 6.1 meters
 EL1069
 EL1069  HISTORY     - Date     Condition        Report By
 EL1069  HISTORY     - 1994     MONUMENTED       NGS
 EL1069
 EL1069                          STATION DESCRIPTION
 EL1069
 EL1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1069'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1069'IN MANNSVILLE, 20.1 M (65.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.6
 EL1069'M (47.9 FT) WEST OF THE CENTER OF A PAVED ROAD, 10.3 M (33.8 FT)
 EL1069'NORTHWEST OF THE WEST END OF A CULVERT UNDER THE ROAD, 6.4 M
 EL1069'(21.0 FT) WEST OF A FENCE CORNER AND UTILITY POLE, 0.5 M (1.6 FT)
 EL1069'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 EL1069'POST AND FENCE.  N0TE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EL1069'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1365 ***********************************************************************
 FJ1365  DESIGNATION -  Q 218
 FJ1365  PID         -  FJ1365
 FJ1365  STATE/COUNTY-  OK/OKLAHOMA
 FJ1365  COUNTRY     -  US
 FJ1365  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1365
 FJ1365                         *CURRENT SURVEY CONTROL
 FJ1365  ______________________________________________________________________
 FJ1365* NAD 83(1986) POSITION- 35 26 57.     (N) 097 37 06.     (W)   SCALED
 FJ1365* NAVD 88 ORTHO HEIGHT -   371.800 (meters)     1219.81  (feet) ADJUSTED
 FJ1365  ______________________________________________________________________
 FJ1365  GEOID HEIGHT    -        -26.931 (meters)                     GEOID18
 FJ1365  DYNAMIC HEIGHT  -        371.442 (meters)     1218.64  (feet) COMP
 FJ1365  MODELED GRAVITY -    979,658.4   (mgal)                       NAVD 88
 FJ1365
 FJ1365  VERT ORDER      -  FIRST     CLASS II
 FJ1365
 FJ1365.The horizontal coordinates were scaled from a map and have
 FJ1365.an estimated accuracy of +/- 6 seconds.
 FJ1365
 FJ1365.The orthometric height was determined by differential leveling and
 FJ1365.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1365.in August 1994.
 FJ1365
 FJ1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1365.GEOID18 height accuracy estimate available here.
 FJ1365
 FJ1365.Click photographs - Photos may exist for this station.
 FJ1365
 FJ1365.The dynamic height is computed by dividing the NAVD 88
 FJ1365.geopotential number by the normal gravity value computed on the
 FJ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1365.degrees latitude (g = 980.6199 gals.).
 FJ1365
 FJ1365.The modeled gravity was interpolated from observed gravity values.
 FJ1365
 FJ1365;                    North         East    Units  Estimated Accuracy
 FJ1365;SPC OK N     -    49,910.      634,650.      MT  (+/- 180 meters Scaled)
 FJ1365
 FJ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE253237(NAD 83)
 FJ1365
 FJ1365                          SUPERSEDED SURVEY CONTROL
 FJ1365
 FJ1365.No superseded survey control is available for this station.
 FJ1365
 FJ1365_MARKER: DV = VERTICAL CONTROL DISK
 FJ1365_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ1365_SP_SET: BRIDGE ABUTMENT
 FJ1365_STAMPING: Q 218 1994
 FJ1365_MARK LOGO: NGS
 FJ1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1365+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1365
 FJ1365  HISTORY     - Date     Condition        Report By
 FJ1365  HISTORY     - 1994     MONUMENTED       NGS
 FJ1365
 FJ1365                          STATION DESCRIPTION
 FJ1365
 FJ1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1365'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1365'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 1.7 KM (1.05 MI) SOUTHERLY
 FJ1365'ALONG MACARTHUR BOULEVARD, SET VERTICALLY IN THE EAST FACE OF THE
 FJ1365'NORTH CONCRETE ABUTMENT OF THE BOULEVARD BRIDGE SPANNING THE NORTH
 FJ1365'CANADIAN RIVER, 9.1 M (29.9 FT) EAST OF THE BOULEVARD CENTERLINE, 4.2
 FJ1365'M (13.8 FT) SOUTH OF THE NORTH END OF THE EAST BRIDGE RAIL, AND 0.6 M
 FJ1365'(2.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1275 ***********************************************************************
 FH1275  DESIGNATION -  Q 219
 FH1275  PID         -  FH1275
 FH1275  STATE/COUNTY-  OK/TULSA
 FH1275  COUNTRY     -  US
 FH1275  USGS QUAD   -  BIXBY (2018)
 FH1275
 FH1275                         *CURRENT SURVEY CONTROL
 FH1275  ______________________________________________________________________
 FH1275* NAD 83(1986) POSITION- 35 54 03.78   (N) 095 57 41.73   (W)   HD_HELD1
 FH1275* NAVD 88 ORTHO HEIGHT -   228.956 (meters)      751.17  (feet) ADJUSTED
 FH1275  ______________________________________________________________________
 FH1275  GEOID HEIGHT    -        -28.978 (meters)                     GEOID18
 FH1275  DYNAMIC HEIGHT  -        228.751 (meters)      750.49  (feet) COMP
 FH1275  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 FH1275
 FH1275  VERT ORDER      -  FIRST     CLASS II
 FH1275
 FH1275.The horizontal coordinates were determined by differentially corrected
 FH1275.hand held GPS observations or other comparable positioning techniques
 FH1275.and have an estimated accuracy of +/- 3 meters.
 FH1275
 FH1275.The orthometric height was determined by differential leveling and
 FH1275.adjusted by the NATIONAL GEODETIC SURVEY
 FH1275.in August 1994.
 FH1275
 FH1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1275.GEOID18 height accuracy estimate available here.
 FH1275
 FH1275.Click photographs - Photos may exist for this station.
 FH1275
 FH1275.The dynamic height is computed by dividing the NAVD 88
 FH1275.geopotential number by the normal gravity value computed on the
 FH1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1275.degrees latitude (g = 980.6199 gals.).
 FH1275
 FH1275.The modeled gravity was interpolated from observed gravity values.
 FH1275
 FH1275;                    North         East    Units  Estimated Accuracy
 FH1275;SPC OK N     -   101,905.4     783,998.1     MT  (+/- 3 meters HH1 GPS) 
 FH1275
 FH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3270877026(NAD 83)
 FH1275
 FH1275                          SUPERSEDED SURVEY CONTROL
 FH1275
 FH1275.No superseded survey control is available for this station.
 FH1275
 FH1275_MARKER: F = FLANGE-ENCASED ROD
 FH1275_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1275+WITH SETTING: INFORMATION.
 FH1275_STAMPING: Q 219 1994
 FH1275_MARK LOGO: NGS
 FH1275_PROJECTION: FLUSH
 FH1275_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1275+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FH1275
 FH1275  HISTORY     - Date     Condition        Report By
 FH1275  HISTORY     - 1994     MONUMENTED       NGS
 FH1275
 FH1275                          STATION DESCRIPTION
 FH1275
 FH1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1275'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1275'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1275'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1275'THENCE 5.8 KM (3.60 MI) WESTERLY ALONG 181ST STREET SOUTH, A METAL
 FH1275'ROD DRIVEN 1.0 METER AND FLUSH WITH THE GROUND, 13.0 M
 FH1275'(42.7 FT) EAST OF THE CENTERLINE OF LEWIS AVENUE, 9.4 M (30.8 FT)
 FH1275'SOUTH OF AND LEVEL WITH THE STREET CENTERLINE, 3.7 M (12.1 FT) EAST OF
 FH1275'A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX NUMBER C4-3 13-2,
 FH1275'AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 FH1275'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  A METAL ROD DRIVEN
 FH1275'TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9271 ***********************************************************************
 AC9271  DESIGNATION -  Q 220
 AC9271  PID         -  AC9271
 AC9271  STATE/COUNTY-  OK/OKMULGEE
 AC9271  COUNTRY     -  US
 AC9271  USGS QUAD   -  MORRIS (2018)
 AC9271
 AC9271                         *CURRENT SURVEY CONTROL
 AC9271  ______________________________________________________________________
 AC9271* NAD 83(1986) POSITION- 35 36 31.16   (N) 095 50 08.03   (W)   HD_HELD1
 AC9271* NAVD 88 ORTHO HEIGHT -   226.666 (meters)      743.65  (feet) ADJUSTED
 AC9271  ______________________________________________________________________
 AC9271  GEOID HEIGHT    -        -29.280 (meters)                     GEOID18
 AC9271  DYNAMIC HEIGHT  -        226.456 (meters)      742.96  (feet) COMP
 AC9271  MODELED GRAVITY -    979,700.7   (mgal)                       NAVD 88
 AC9271
 AC9271  VERT ORDER      -  SECOND    CLASS I
 AC9271
 AC9271.The horizontal coordinates were determined by differentially corrected
 AC9271.hand held GPS observations or other comparable positioning techniques
 AC9271.and have an estimated accuracy of +/- 3 meters.
 AC9271
 AC9271.The orthometric height was determined by differential leveling and
 AC9271.adjusted by the NATIONAL GEODETIC SURVEY
 AC9271.in July 2002.
 AC9271
 AC9271.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9271.GEOID18 height accuracy estimate available here.
 AC9271
 AC9271.Click photographs - Photos may exist for this station.
 AC9271
 AC9271.The dynamic height is computed by dividing the NAVD 88
 AC9271.geopotential number by the normal gravity value computed on the
 AC9271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9271.degrees latitude (g = 980.6199 gals.).
 AC9271
 AC9271.The modeled gravity was interpolated from observed gravity values.
 AC9271
 AC9271;                    North         East    Units  Estimated Accuracy
 AC9271;SPC OK N     -    69,718.2     796,095.5     MT  (+/- 3 meters HH1 GPS) 
 AC9271
 AC9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4314644246(NAD 83)
 AC9271
 AC9271                          SUPERSEDED SURVEY CONTROL
 AC9271
 AC9271.No superseded survey control is available for this station.
 AC9271
 AC9271_MARKER: I = METAL ROD
 AC9271_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9271_STAMPING: Q 220 1997
 AC9271_MARK LOGO: NGS
 AC9271_PROJECTION: FLUSH
 AC9271_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9271+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9271_ROD/PIPE-DEPTH: 4.0 meters
 AC9271_SLEEVE-DEPTH  : 0.9 meters
 AC9271
 AC9271  HISTORY     - Date     Condition        Report By
 AC9271  HISTORY     - 1997     MONUMENTED       NGS
 AC9271
 AC9271                          STATION DESCRIPTION
 AC9271
 AC9271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9271'2.3 KM (1.40 MI) EASTERLY ALONG U.S.  HIGHWAY 62 FROM THE JUNCTION OF
 AC9271'STATE HIGHWAY 52 IN MORRIS, 175.0 M (574.1 FT) EAST OF THE CENTER OF A
 AC9271'GRAVELED ROAD, 67.6 M (221.8 FT) EAST OF A FENCE CORNER, 37.8 M (124.0
 AC9271'FT) NORTH THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) WEST O A FENCE
 AC9271'CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 AC9271'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9271'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9271'THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL
 AC9271'AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9187 ***********************************************************************
 AC9187  DESIGNATION -  Q 221
 AC9187  PID         -  AC9187
 AC9187  STATE/COUNTY-  OK/MCCLAIN
 AC9187  COUNTRY     -  US
 AC9187  USGS QUAD   -  STEALY (2018)
 AC9187
 AC9187                         *CURRENT SURVEY CONTROL
 AC9187  ______________________________________________________________________
 AC9187* NAD 83(1986) POSITION- 34 58 17.81   (N) 097 28 37.25   (W)   HD_HELD1
 AC9187* NAVD 88 ORTHO HEIGHT -   330.787 (meters)     1085.26  (feet) ADJUSTED
 AC9187  ______________________________________________________________________
 AC9187  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 AC9187  DYNAMIC HEIGHT  -        330.462 (meters)     1084.19  (feet) COMP
 AC9187  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 AC9187
 AC9187  VERT ORDER      -  SECOND    CLASS I
 AC9187
 AC9187.The horizontal coordinates were determined by differentially corrected
 AC9187.hand held GPS observations or other comparable positioning techniques
 AC9187.and have an estimated accuracy of +/- 3 meters.
 AC9187
 AC9187.The orthometric height was determined by differential leveling and
 AC9187.adjusted by the NATIONAL GEODETIC SURVEY
 AC9187.in July 2002.
 AC9187
 AC9187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9187.GEOID18 height accuracy estimate available here.
 AC9187
 AC9187.Click photographs - Photos may exist for this station.
 AC9187
 AC9187.The dynamic height is computed by dividing the NAVD 88
 AC9187.geopotential number by the normal gravity value computed on the
 AC9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9187.degrees latitude (g = 980.6199 gals.).
 AC9187
 AC9187.The modeled gravity was interpolated from observed gravity values.
 AC9187
 AC9187;                    North         East    Units  Estimated Accuracy
 AC9187;SPC OK S     -   181,849.9     647,756.7     MT  (+/- 3 meters HH1 GPS) 
 AC9187
 AC9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3902870954(NAD 83)
 AC9187
 AC9187                          SUPERSEDED SURVEY CONTROL
 AC9187
 AC9187.No superseded survey control is available for this station.
 AC9187
 AC9187_MARKER: I = METAL ROD
 AC9187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9187_STAMPING: Q 221 1997
 AC9187_MARK LOGO: NGS
 AC9187_PROJECTION: FLUSH
 AC9187_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9187+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9187_ROD/PIPE-DEPTH: 4.5 meters
 AC9187_SLEEVE-DEPTH  : 0.9 meters
 AC9187
 AC9187  HISTORY     - Date     Condition        Report By
 AC9187  HISTORY     - 1997     MONUMENTED       NGS
 AC9187
 AC9187                          STATION DESCRIPTION
 AC9187
 AC9187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9187'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9187'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 8.5 KM
 AC9187'(5.30 MI) WESTERLY ALONG A PAVED ROAD, 23.4 M (76.8 FT) WEST OF A
 AC9187'FENCE CORNER, 19.5 M (64.0 FT) WEST OF THE EXTENDED CENTER OF A
 AC9187'GRAVELED ROD, 9.5 M (31.2 FT) NORTH OF THE ROAD CENTER, 0.3 M (1.0 FT)
 AC9187'SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AC9187'OF TE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC9187'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AC9187'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0321 ***********************************************************************
 GL0321  DESIGNATION -  Q 23
 GL0321  PID         -  GL0321
 GL0321  STATE/COUNTY-  OK/CIMARRON
 GL0321  COUNTRY     -  US
 GL0321  USGS QUAD   -  BOISE CITY SE (2018)
 GL0321
 GL0321                         *CURRENT SURVEY CONTROL
 GL0321  ______________________________________________________________________
 GL0321* NAD 83(1986) POSITION- 36 30 58.     (N) 102 33 11.     (W)   SCALED
 GL0321* NAVD 88 ORTHO HEIGHT -  1269.007 (meters)     4163.40  (feet) ADJUSTED
 GL0321  ______________________________________________________________________
 GL0321  GEOID HEIGHT    -        -23.871 (meters)                     GEOID18
 GL0321  DYNAMIC HEIGHT  -       1267.591 (meters)     4158.75  (feet) COMP
 GL0321  MODELED GRAVITY -    979,471.8   (mgal)                       NAVD 88
 GL0321
 GL0321  VERT ORDER      -  FIRST     CLASS II
 GL0321
 GL0321.The horizontal coordinates were scaled from a map and have
 GL0321.an estimated accuracy of +/- 6 seconds.
 GL0321
 GL0321.The orthometric height was determined by differential leveling and
 GL0321.adjusted by the NATIONAL GEODETIC SURVEY
 GL0321.in June 1991.
 GL0321
 GL0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0321.GEOID18 height accuracy estimate available here.
 GL0321
 GL0321.Click photographs - Photos may exist for this station.
 GL0321
 GL0321.The dynamic height is computed by dividing the NAVD 88
 GL0321.geopotential number by the normal gravity value computed on the
 GL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0321.degrees latitude (g = 980.6199 gals.).
 GL0321
 GL0321.The modeled gravity was interpolated from observed gravity values.
 GL0321
 GL0321;                    North         East    Units  Estimated Accuracy
 GL0321;SPC OK N     -   177,780.      192,340.      MT  (+/- 180 meters Scaled)
 GL0321
 GL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA191439(NAD 83)
 GL0321
 GL0321                          SUPERSEDED SURVEY CONTROL
 GL0321
 GL0321.No superseded survey control is available for this station.
 GL0321
 GL0321_MARKER: DB = BENCH MARK DISK
 GL0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0321_STAMPING: Q 23 1933
 GL0321_MARK LOGO: CGS
 GL0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0321+STABILITY: SURFACE MOTION
 GL0321
 GL0321  HISTORY     - Date     Condition        Report By
 GL0321  HISTORY     - 1933     MONUMENTED       CGS
 GL0321  HISTORY     - 1934     GOOD             CGS
 GL0321  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0321  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0321
 GL0321                          STATION DESCRIPTION
 GL0321
 GL0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0321'17.0 MI S FROM BOISE CITY.
 GL0321'17.0 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF HIGHWAY
 GL0321'NO. 38.  50 FT. WEST OF THE CENTER LINE OF THE HIGHWAY.  30 FT. NORTH
 GL0321'OF THE CENTER OF AN EAST AND WEST COUNTY ROAD.
 GL0321
 GL0321                          STATION RECOVERY (1966)
 GL0321
 GL0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0321'MARK NOT FOUND.
 GL0321
 GL0321                          STATION RECOVERY (1985)
 GL0321
 GL0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0321'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0292 ***********************************************************************
 FK0292  DESIGNATION -  Q 25
 FK0292  PID         -  FK0292
 FK0292  STATE/COUNTY-  OK/ROGER MILLS
 FK0292  COUNTRY     -  US
 FK0292  USGS QUAD   -  HAMMON (2018)
 FK0292
 FK0292                         *CURRENT SURVEY CONTROL
 FK0292  ______________________________________________________________________
 FK0292* NAD 83(1986) POSITION- 35 38 02.     (N) 099 23 03.     (W)   SCALED
 FK0292* NAVD 88 ORTHO HEIGHT -   529.434 (meters)     1736.98  (feet) ADJUSTED
 FK0292  ______________________________________________________________________
 FK0292  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 FK0292  DYNAMIC HEIGHT  -        528.891 (meters)     1735.20  (feet) COMP
 FK0292  MODELED GRAVITY -    979,592.4   (mgal)                       NAVD 88
 FK0292
 FK0292  VERT ORDER      -  SECOND    CLASS 0
 FK0292
 FK0292.The horizontal coordinates were scaled from a map and have
 FK0292.an estimated accuracy of +/- 6 seconds.
 FK0292
 FK0292.The orthometric height was determined by differential leveling and
 FK0292.adjusted by the NATIONAL GEODETIC SURVEY
 FK0292.in June 1991.
 FK0292
 FK0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0292.GEOID18 height accuracy estimate available here.
 FK0292
 FK0292.Click photographs - Photos may exist for this station.
 FK0292
 FK0292.The dynamic height is computed by dividing the NAVD 88
 FK0292.geopotential number by the normal gravity value computed on the
 FK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0292.degrees latitude (g = 980.6199 gals.).
 FK0292
 FK0292.The modeled gravity was interpolated from observed gravity values.
 FK0292
 FK0292;                    North         East    Units  Estimated Accuracy
 FK0292;SPC OK N     -    71,230.      474,630.      MT  (+/- 180 meters Scaled)
 FK0292
 FK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME652434(NAD 83)
 FK0292
 FK0292                          SUPERSEDED SURVEY CONTROL
 FK0292
 FK0292  NGVD 29 (??/??/92)  529.180  (m)         1736.15   (f) ADJ UNCH    2 0
 FK0292
 FK0292.Superseded values are not recommended for survey control.
 FK0292
 FK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0292.See file dsdata.pdf to determine how the superseded data were derived.
 FK0292
 FK0292_MARKER: DB = BENCH MARK DISK
 FK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0292_STAMPING: Q 25 1934
 FK0292_MARK LOGO: CGS
 FK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0292+STABILITY: SURFACE MOTION
 FK0292
 FK0292  HISTORY     - Date     Condition        Report By
 FK0292  HISTORY     - 1934     MONUMENTED       CGS
 FK0292  HISTORY     - 1939     GOOD             CGS
 FK0292  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0292
 FK0292                          STATION DESCRIPTION
 FK0292
 FK0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FK0292'AT HAMMON.
 FK0292'AT HAMMON, ROGER MILLS COUNTY, 225 FEET NORTHEAST OF THE NORTHEAST
 FK0292'END OF THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 0.1 MILE
 FK0292'SOUTHWEST OF MILEPOST 153, 30 FEET NORTHWEST OF THE NORTHWEST
 FK0292'RAIL OF THE MAIN TRACK, AND 4 FEET SOUTHWEST OF THE THIRD
 FK0292'POLE NORTHEAST OF THE STATION.  A STANDARD DISK, STAMPED Q 25
 FK0292'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0292
 FK0292                          STATION RECOVERY (1986)
 FK0292
 FK0292'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0445 ***********************************************************************
 FK0445  DESIGNATION -  Q 26
 FK0445  PID         -  FK0445
 FK0445  STATE/COUNTY-  OK/GREER
 FK0445  COUNTRY     -  US
 FK0445  USGS QUAD   -  WILLOW (2018)
 FK0445
 FK0445                         *CURRENT SURVEY CONTROL
 FK0445  ______________________________________________________________________
 FK0445* NAD 83(1986) POSITION- 35 05 05.     (N) 099 30 34.     (W)   SCALED
 FK0445* NAVD 88 ORTHO HEIGHT -   542.190 (meters)     1778.84  (feet) ADJUSTED
 FK0445  ______________________________________________________________________
 FK0445  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 FK0445  DYNAMIC HEIGHT  -        541.647 (meters)     1777.05  (feet) COMP
 FK0445  MODELED GRAVITY -    979,615.7   (mgal)                       NAVD 88
 FK0445
 FK0445  VERT ORDER      -  SECOND    CLASS 0
 FK0445
 FK0445.The horizontal coordinates were scaled from a map and have
 FK0445.an estimated accuracy of +/- 6 seconds.
 FK0445
 FK0445.The orthometric height was determined by differential leveling and
 FK0445.adjusted by the NATIONAL GEODETIC SURVEY
 FK0445.in June 1991.
 FK0445
 FK0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0445.GEOID18 height accuracy estimate available here.
 FK0445
 FK0445.Click photographs - Photos may exist for this station.
 FK0445
 FK0445.The dynamic height is computed by dividing the NAVD 88
 FK0445.geopotential number by the normal gravity value computed on the
 FK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0445.degrees latitude (g = 980.6199 gals.).
 FK0445
 FK0445.The modeled gravity was interpolated from observed gravity values.
 FK0445
 FK0445;                    North         East    Units  Estimated Accuracy
 FK0445;SPC OK S     -   195,300.      462,360.      MT  (+/- 180 meters Scaled)
 FK0445
 FK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD535825(NAD 83)
 FK0445
 FK0445                          SUPERSEDED SURVEY CONTROL
 FK0445
 FK0445  NGVD 29 (??/??/92)  541.995  (m)         1778.20   (f) ADJ UNCH    2 0
 FK0445
 FK0445.Superseded values are not recommended for survey control.
 FK0445
 FK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0445.See file dsdata.pdf to determine how the superseded data were derived.
 FK0445
 FK0445_MARKER: DB = BENCH MARK DISK
 FK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0445_STAMPING: Q 26 1934
 FK0445_MARK LOGO: CGS
 FK0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0445+STABILITY: SURFACE MOTION
 FK0445
 FK0445  HISTORY     - Date     Condition        Report By
 FK0445  HISTORY     - 1934     MONUMENTED       CGS
 FK0445
 FK0445                          STATION DESCRIPTION
 FK0445
 FK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0445'5.2 MI N FROM BRINKMAN.
 FK0445'5.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0445'THE STATION AT BRINKMAN, GREER COUNTY, 0.4 MILE SOUTH OF MILEPOST
 FK0445'111, 0.2 MILE SOUTH OF A SECTION-LINE ROAD CROSSING, 33 FEET
 FK0445'EAST OF THE EAST RAIL, AND 6 FEET EAST OF A FENCE LINE.  A
 FK0445'STANDARD DISK, STAMPED Q 26 1934 AND SET IN THE TOP OF A CONCRETE
 FK0445'POST.  NOTE-- RAILROAD MAPS INDICATE THAT THIS SECTION-LINE ROAD
 FK0445'CROSSING IS ABOUT 0.4 MILE SOUTH OF MILEPOST 111.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0380 ***********************************************************************
 FK0380  DESIGNATION -  Q 28
 FK0380  PID         -  FK0380
 FK0380  STATE/COUNTY-  OK/WASHITA
 FK0380  COUNTRY     -  US
 FK0380  USGS QUAD   -  ROCKY (2018)
 FK0380
 FK0380                         *CURRENT SURVEY CONTROL
 FK0380  ______________________________________________________________________
 FK0380* NAD 83(1986) POSITION- 35 14 11.     (N) 099 01 02.     (W)   SCALED
 FK0380* NAVD 88 ORTHO HEIGHT -   487.147 (meters)     1598.25  (feet) ADJUSTED
 FK0380  ______________________________________________________________________
 FK0380  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 FK0380  DYNAMIC HEIGHT  -        486.650 (meters)     1596.62  (feet) COMP
 FK0380  MODELED GRAVITY -    979,597.8   (mgal)                       NAVD 88
 FK0380
 FK0380  VERT ORDER      -  SECOND    CLASS 0
 FK0380
 FK0380.The horizontal coordinates were scaled from a map and have
 FK0380.an estimated accuracy of +/- 6 seconds.
 FK0380
 FK0380.The orthometric height was determined by differential leveling and
 FK0380.adjusted by the NATIONAL GEODETIC SURVEY
 FK0380.in June 1991.
 FK0380
 FK0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0380.GEOID18 height accuracy estimate available here.
 FK0380
 FK0380.Click photographs - Photos may exist for this station.
 FK0380
 FK0380.The dynamic height is computed by dividing the NAVD 88
 FK0380.geopotential number by the normal gravity value computed on the
 FK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0380.degrees latitude (g = 980.6199 gals.).
 FK0380
 FK0380.The modeled gravity was interpolated from observed gravity values.
 FK0380
 FK0380;                    North         East    Units  Estimated Accuracy
 FK0380;SPC OK S     -   211,570.      507,410.      MT  (+/- 180 meters Scaled)
 FK0380
 FK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD984992(NAD 83)
 FK0380
 FK0380                          SUPERSEDED SURVEY CONTROL
 FK0380
 FK0380  NGVD 29 (??/??/92)  486.938  (m)         1597.56   (f) ADJ UNCH    2 0
 FK0380
 FK0380.Superseded values are not recommended for survey control.
 FK0380
 FK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0380.See file dsdata.pdf to determine how the superseded data were derived.
 FK0380
 FK0380_MARKER: DB = BENCH MARK DISK
 FK0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0380_SP_SET: BRIDGE
 FK0380_STAMPING: Q 28 1934
 FK0380_MARK LOGO: CGS
 FK0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0380
 FK0380  HISTORY     - Date     Condition        Report By
 FK0380  HISTORY     - 1934     MONUMENTED       CGS
 FK0380  HISTORY     - 1937     GOOD             CGS
 FK0380  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 FK0380
 FK0380                          STATION DESCRIPTION
 FK0380
 FK0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0380'4.4 MI S FROM CORDELL.
 FK0380'4.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0380'THE STATION AT CORDELL, 0.4 MILE SOUTH OF MILEPOST 701, IN THE
 FK0380'CENTER OF THE EAST END OF A CONCRETE BRIDGE, AND 10 FEET LOWER
 FK0380'THAN THE TRACK.  A STANDARD DISK, STAMPED Q 28 1934.
 FK0380
 FK0380                          STATION RECOVERY (2018)
 FK0380
 FK0380'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FK0380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0183 ***********************************************************************
 EM0183  DESIGNATION -  Q 30
 EM0183  PID         -  EM0183
 EM0183  STATE/COUNTY-  OK/GREER
 EM0183  COUNTRY     -  US
 EM0183  USGS QUAD   -  GRANITE (2018)
 EM0183
 EM0183                         *CURRENT SURVEY CONTROL
 EM0183  ______________________________________________________________________
 EM0183* NAD 83(1986) POSITION- 34 54 00.     (N) 099 29 05.     (W)   SCALED
 EM0183* NAVD 88 ORTHO HEIGHT -   487.345 (meters)     1598.90  (feet) ADJUSTED
 EM0183  ______________________________________________________________________
 EM0183  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 EM0183  DYNAMIC HEIGHT  -        486.841 (meters)     1597.24  (feet) COMP
 EM0183  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EM0183
 EM0183  VERT ORDER      -  SECOND    CLASS 0
 EM0183
 EM0183.The horizontal coordinates were scaled from a map and have
 EM0183.an estimated accuracy of +/- 6 seconds.
 EM0183
 EM0183.The orthometric height was determined by differential leveling and
 EM0183.adjusted by the NATIONAL GEODETIC SURVEY
 EM0183.in June 1991.
 EM0183
 EM0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0183.GEOID18 height accuracy estimate available here.
 EM0183
 EM0183.Click photographs - Photos may exist for this station.
 EM0183
 EM0183.The dynamic height is computed by dividing the NAVD 88
 EM0183.geopotential number by the normal gravity value computed on the
 EM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0183.degrees latitude (g = 980.6199 gals.).
 EM0183
 EM0183.The modeled gravity was interpolated from observed gravity values.
 EM0183
 EM0183;                    North         East    Units  Estimated Accuracy
 EM0183;SPC OK S     -   174,780.      464,310.      MT  (+/- 180 meters Scaled)
 EM0183
 EM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD557620(NAD 83)
 EM0183
 EM0183                          SUPERSEDED SURVEY CONTROL
 EM0183
 EM0183  NGVD 29 (??/??/92)  487.150  (m)         1598.26   (f) ADJ UNCH    2 0
 EM0183
 EM0183.Superseded values are not recommended for survey control.
 EM0183
 EM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0183.See file dsdata.pdf to determine how the superseded data were derived.
 EM0183
 EM0183_MARKER: DB = BENCH MARK DISK
 EM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0183_STAMPING: Q 30 1934
 EM0183_MARK LOGO: CGS
 EM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0183+STABILITY: SURFACE MOTION
 EM0183
 EM0183  HISTORY     - Date     Condition        Report By
 EM0183  HISTORY     - 1934     MONUMENTED       CGS
 EM0183  HISTORY     - 1971     MARK NOT FOUND   USGS
 EM0183
 EM0183                          STATION DESCRIPTION
 EM0183
 EM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0183'1.3 MI E FROM MANGUM.
 EM0183'WEST OF GRANITE AT THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 EM0183'CROSSING.  40 FEET SOUTH OF THE TRACK.  40 FEET WEST OF THE CENTERLINE
 EM0183'OF ROAD IN RIGHT OF WAY FENCE CORNER.  SOUTHEAST 1000 FEET FROM FARM
 EM0183'HOUSE.
 EM0183
 EM0183                          STATION RECOVERY (1971)
 EM0183
 EM0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EM0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0076 ***********************************************************************
 FK0076  DESIGNATION -  Q 31
 FK0076  PID         -  FK0076
 FK0076  STATE/COUNTY-  OK/CADDO
 FK0076  COUNTRY     -  US
 FK0076  USGS QUAD   -  FORT COBB (2018)
 FK0076
 FK0076                         *CURRENT SURVEY CONTROL
 FK0076  ______________________________________________________________________
 FK0076* NAD 83(1986) POSITION- 35 05 43.99   (N) 098 26 10.94   (W)   HD_HELD1
 FK0076* NAVD 88 ORTHO HEIGHT -   382.624 (meters)     1255.33  (feet) ADJUSTED
 FK0076  ______________________________________________________________________
 FK0076  GEOID HEIGHT    -        -26.831 (meters)                     GEOID18
 FK0076  DYNAMIC HEIGHT  -        382.228 (meters)     1254.03  (feet) COMP
 FK0076  MODELED GRAVITY -    979,589.8   (mgal)                       NAVD 88
 FK0076
 FK0076  VERT ORDER      -  SECOND    CLASS 0
 FK0076
 FK0076.The horizontal coordinates were determined by differentially corrected
 FK0076.hand held GPS observations or other comparable positioning techniques
 FK0076.and have an estimated accuracy of +/- 3 meters.
 FK0076
 FK0076.The orthometric height was determined by differential leveling and
 FK0076.adjusted by the NATIONAL GEODETIC SURVEY
 FK0076.in June 1991.
 FK0076
 FK0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0076.GEOID18 height accuracy estimate available here.
 FK0076
 FK0076.Click photographs - Photos may exist for this station.
 FK0076
 FK0076.The dynamic height is computed by dividing the NAVD 88
 FK0076.geopotential number by the normal gravity value computed on the
 FK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0076.degrees latitude (g = 980.6199 gals.).
 FK0076
 FK0076.The modeled gravity was interpolated from observed gravity values.
 FK0076
 FK0076;                    North         East    Units  Estimated Accuracy
 FK0076;SPC OK S     -   195,561.6     560,211.8     MT  (+/- 3 meters HH1 GPS) 
 FK0076
 FK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5137283784(NAD 83)
 FK0076
 FK0076                          SUPERSEDED SURVEY CONTROL
 FK0076
 FK0076  NGVD 29 (??/??/92)  382.471  (m)         1254.82   (f) ADJ UNCH    2 0
 FK0076
 FK0076.Superseded values are not recommended for survey control.
 FK0076
 FK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0076.See file dsdata.pdf to determine how the superseded data were derived.
 FK0076
 FK0076_MARKER: DB = BENCH MARK DISK
 FK0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0076_STAMPING: Q 31 1934
 FK0076_MARK LOGO: CGS
 FK0076_PROJECTION: FLUSH
 FK0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0076+STABILITY: SURFACE MOTION
 FK0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0076+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 FK0076
 FK0076  HISTORY     - Date     Condition        Report By
 FK0076  HISTORY     - 1934     MONUMENTED       CGS
 FK0076  HISTORY     - 1963     GOOD             CGS
 FK0076  HISTORY     - 19960205 GOOD             OKDOT
 FK0076  HISTORY     - 20180711 GOOD             OKDOT
 FK0076
 FK0076                          STATION DESCRIPTION
 FK0076
 FK0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0076'AT FORT COBB.
 FK0076'AT FORT COBB, CADDO COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 FK0076'PACIFIC RAILROAD, SOUTHEAST OF THE STATION, AT THE CROSSING
 FK0076'OF STATE HIGHWAY 9, 44.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 FK0076'MAIN LINE, 43.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 9 AND
 FK0076'16.0 FEET SOUTHWEST OF A TELEPHONE POLE.  A STANDARD DISK,
 FK0076'STAMPED Q 31 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FK0076'WITH THE TOP OF THE GROUND.
 FK0076
 FK0076                          STATION RECOVERY (1996)
 FK0076
 FK0076'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0076'IN FORT COBB, FROM THE JUNCTION OF SH 9 (MAIN STREET) , AND HAZLETT
 FK0076'STREET, GO 0.22 KM (0.15 MI) SOUTH ON SH 9 (MAIN STREET) TO THE MARK
 FK0076'ON THE RIGHT.  IT IS 13.2 M (43.3 FT) WEST OF THE CENTERLINE OF SH 9,
 FK0076'3.0 M (9.8 FT) NORTH OF A FENCE WEST, 0.8 M (2.6 FT) WEST OF A FENCE
 FK0076'SOUTH, 0.4 M (1.3 FT) SOUTH OF A STEEL WITNESS POST, MARK IS FLUSH
 FK0076'WITH THE GROUND.
 FK0076
 FK0076                          STATION RECOVERY (2018)
 FK0076
 FK0076'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FK0076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0319 ***********************************************************************
 GJ0319  DESIGNATION -  Q 32
 GJ0319  PID         -  GJ0319
 GJ0319  STATE/COUNTY-  OK/ELLIS
 GJ0319  COUNTRY     -  US
 GJ0319  USGS QUAD   -  FARGO SW (2018)
 GJ0319
 GJ0319                         *CURRENT SURVEY CONTROL
 GJ0319  ______________________________________________________________________
 GJ0319* NAD 83(1986) POSITION- 36 21 32.     (N) 099 39 58.     (W)   SCALED
 GJ0319* NAVD 88 ORTHO HEIGHT -   644.118 (meters)     2113.24  (feet) ADJUSTED
 GJ0319  ______________________________________________________________________
 GJ0319  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0319  DYNAMIC HEIGHT  -        643.481 (meters)     2111.15  (feet) COMP
 GJ0319  MODELED GRAVITY -    979,623.2   (mgal)                       NAVD 88
 GJ0319
 GJ0319  VERT ORDER      -  FIRST     CLASS II
 GJ0319
 GJ0319.The horizontal coordinates were scaled from a map and have
 GJ0319.an estimated accuracy of +/- 6 seconds.
 GJ0319
 GJ0319.The orthometric height was determined by differential leveling and
 GJ0319.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0319.in June 1991.
 GJ0319
 GJ0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0319.GEOID18 height accuracy estimate available here.
 GJ0319
 GJ0319.Click photographs - Photos may exist for this station.
 GJ0319
 GJ0319.The dynamic height is computed by dividing the NAVD 88
 GJ0319.geopotential number by the normal gravity value computed on the
 GJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0319.degrees latitude (g = 980.6199 gals.).
 GJ0319
 GJ0319.The modeled gravity was interpolated from observed gravity values.
 GJ0319
 GJ0319;                    North         East    Units  Estimated Accuracy
 GJ0319;SPC OK N     -   152,060.      450,480.      MT  (+/- 180 meters Scaled)
 GJ0319
 GJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF402239(NAD 83)
 GJ0319
 GJ0319                          SUPERSEDED SURVEY CONTROL
 GJ0319
 GJ0319  NGVD 29 (??/??/92)  643.841  (m)         2112.34   (f) ADJ UNCH    1 2
 GJ0319
 GJ0319.Superseded values are not recommended for survey control.
 GJ0319
 GJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0319.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0319
 GJ0319_MARKER: DB = BENCH MARK DISK
 GJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0319_STAMPING: Q 32 1934
 GJ0319_MARK LOGO: CGS
 GJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0319+STABILITY: SURFACE MOTION
 GJ0319
 GJ0319  HISTORY     - Date     Condition        Report By
 GJ0319  HISTORY     - 1934     MONUMENTED       CGS
 GJ0319
 GJ0319                          STATION DESCRIPTION
 GJ0319
 GJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0319'2.7 MI SW FROM FARGO.
 GJ0319'2.7 MILES SOUTHWEST OF AT SF DEPOT, AT FARGO 90 FEET NORTH OF
 GJ0319'MILE POST 401.  45 FEET NORTH OF THE CENTERLINE OF ATCHISON
 GJ0319'TOPEKA AND SANTA FE RAILROAD.  5 FEET SOUTH OF RAILROAD
 GJ0319'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0251 ***********************************************************************
 GJ0251  DESIGNATION -  Q 33
 GJ0251  PID         -  GJ0251
 GJ0251  STATE/COUNTY-  OK/DEWEY
 GJ0251  COUNTRY     -  US
 GJ0251  USGS QUAD   -  CAMARGO (2018)
 GJ0251
 GJ0251                         *CURRENT SURVEY CONTROL
 GJ0251  ______________________________________________________________________
 GJ0251* NAD 83(1986) POSITION- 36 07 17.     (N) 099 16 30.     (W)   SCALED
 GJ0251* NAVD 88 ORTHO HEIGHT -   677.658 (meters)     2223.28  (feet) ADJUSTED
 GJ0251  ______________________________________________________________________
 GJ0251  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 GJ0251  DYNAMIC HEIGHT  -        676.984 (meters)     2221.07  (feet) COMP
 GJ0251  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 GJ0251
 GJ0251  VERT ORDER      -  SECOND    CLASS 0
 GJ0251
 GJ0251.The horizontal coordinates were scaled from a map and have
 GJ0251.an estimated accuracy of +/- 6 seconds.
 GJ0251
 GJ0251.The orthometric height was determined by differential leveling and
 GJ0251.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0251.in June 1991.
 GJ0251
 GJ0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0251.GEOID18 height accuracy estimate available here.
 GJ0251
 GJ0251.Click photographs - Photos may exist for this station.
 GJ0251
 GJ0251.The dynamic height is computed by dividing the NAVD 88
 GJ0251.geopotential number by the normal gravity value computed on the
 GJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0251.degrees latitude (g = 980.6199 gals.).
 GJ0251
 GJ0251.The modeled gravity was interpolated from observed gravity values.
 GJ0251
 GJ0251;                    North         East    Units  Estimated Accuracy
 GJ0251;SPC OK N     -   125,180.      485,230.      MT  (+/- 180 meters Scaled)
 GJ0251
 GJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME752974(NAD 83)
 GJ0251
 GJ0251                          SUPERSEDED SURVEY CONTROL
 GJ0251
 GJ0251  NGVD 29 (??/??/92)  677.396  (m)         2222.42   (f) ADJ UNCH    2 0
 GJ0251
 GJ0251.Superseded values are not recommended for survey control.
 GJ0251
 GJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0251.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0251
 GJ0251_MARKER: DB = BENCH MARK DISK
 GJ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0251_STAMPING: Q 33 1934
 GJ0251_MARK LOGO: CGS
 GJ0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0251+STABILITY: SURFACE MOTION
 GJ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0251+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1997
 GJ0251
 GJ0251  HISTORY     - Date     Condition        Report By
 GJ0251  HISTORY     - 1934     MONUMENTED       CGS
 GJ0251  HISTORY     - 19970328 GOOD             NGS
 GJ0251
 GJ0251                          STATION DESCRIPTION
 GJ0251
 GJ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0251'2.6 MI SE FROM VICI.
 GJ0251'2.6 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0251'THE STATION AT VICI, DEWEY COUNTY, 39 FEET NORTH OF THE SECOND
 GJ0251'POLE NORTH OF MILEPOST 193, 65 FEET WEST OF THE CENTERLINE OF STATE
 GJ0251'HIGHWAY 34, 51 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2
 GJ0251'FEET WEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 GJ0251'Q 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0251
 GJ0251                          STATION RECOVERY (1997)
 GJ0251
 GJ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GJ0251'4.5 KM (2.80 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 GJ0251'IN VICI, 17.5 M (57.4 FT) WEST OF THE HIGHWAY CENTERLINE, 9.4 M (30.8
 GJ0251'FT) NORTH OF A VENT PIPE, 7.5 M (24.6 FT) NORTH OF AN UNDERGROUND
 GJ0251'CABLE WARNING SIGN, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 GJ0251'M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 GJ0251'M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0101 ***********************************************************************
 GJ0101  DESIGNATION -  Q 34
 GJ0101  PID         -  GJ0101
 GJ0101  STATE/COUNTY-  OK/DEWEY
 GJ0101  COUNTRY     -  US
 GJ0101  USGS QUAD   -  CANTON SW (2018)
 GJ0101
 GJ0101                         *CURRENT SURVEY CONTROL
 GJ0101  ______________________________________________________________________
 GJ0101* NAD 83(1986) POSITION- 36 06 58.     (N) 098 42 33.     (W)   SCALED
 GJ0101* NAVD 88 ORTHO HEIGHT -   513.831 (meters)     1685.79  (feet) ADJUSTED
 GJ0101  ______________________________________________________________________
 GJ0101  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 GJ0101  DYNAMIC HEIGHT  -        513.343 (meters)     1684.19  (feet) COMP
 GJ0101  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 GJ0101
 GJ0101  VERT ORDER      -  SECOND    CLASS 0
 GJ0101
 GJ0101.The horizontal coordinates were scaled from a map and have
 GJ0101.an estimated accuracy of +/- 6 seconds.
 GJ0101
 GJ0101.The orthometric height was determined by differential leveling and
 GJ0101.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0101.in June 1991.
 GJ0101
 GJ0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0101.GEOID18 height accuracy estimate available here.
 GJ0101
 GJ0101.Click photographs - Photos may exist for this station.
 GJ0101
 GJ0101.The dynamic height is computed by dividing the NAVD 88
 GJ0101.geopotential number by the normal gravity value computed on the
 GJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0101.degrees latitude (g = 980.6199 gals.).
 GJ0101
 GJ0101.The modeled gravity was interpolated from observed gravity values.
 GJ0101
 GJ0101;                    North         East    Units  Estimated Accuracy
 GJ0101;SPC OK N     -   124,070.      536,160.      MT  (+/- 180 meters Scaled)
 GJ0101
 GJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE261968(NAD 83)
 GJ0101
 GJ0101                          SUPERSEDED SURVEY CONTROL
 GJ0101
 GJ0101  NGVD 29 (??/??/92)  513.623  (m)         1685.11   (f) ADJ UNCH    2 0
 GJ0101
 GJ0101.Superseded values are not recommended for survey control.
 GJ0101
 GJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0101.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0101
 GJ0101_MARKER: DB = BENCH MARK DISK
 GJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0101_STAMPING: Q 34 1934
 GJ0101_MARK LOGO: CGS
 GJ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0101+STABILITY: SURFACE MOTION
 GJ0101
 GJ0101  HISTORY     - Date     Condition        Report By
 GJ0101  HISTORY     - 1934     MONUMENTED       CGS
 GJ0101
 GJ0101                          STATION DESCRIPTION
 GJ0101
 GJ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0101'10.1 MI W FROM LONGDALE.
 GJ0101'10.1 MILES WEST INTERSECTION CRI AND P RR AND MAIN STREET 57
 GJ0101'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35.  30 FEET
 GJ0101'EAST OF NORTH AND SOUTH SECTION LINE ROAD.  120 FEET SOUTHWEST
 GJ0101'TELEPHONE POLE E-40.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0066 ***********************************************************************
 GJ0066  DESIGNATION -  Q 35
 GJ0066  PID         -  GJ0066
 GJ0066  STATE/COUNTY-  OK/GARFIELD
 GJ0066  COUNTRY     -  US
 GJ0066  USGS QUAD   -  DRUMMOND (2018)
 GJ0066
 GJ0066                         *CURRENT SURVEY CONTROL
 GJ0066  ______________________________________________________________________
 GJ0066* NAD 83(1986) POSITION- 36 17 32.     (N) 098 02 37.     (W)   SCALED
 GJ0066* NAVD 88 ORTHO HEIGHT -   365.958 (meters)     1200.65  (feet) ADJUSTED
 GJ0066  ______________________________________________________________________
 GJ0066  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 GJ0066  DYNAMIC HEIGHT  -        365.632 (meters)     1199.58  (feet) COMP
 GJ0066  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GJ0066
 GJ0066  VERT ORDER      -  SECOND    CLASS 0
 GJ0066
 GJ0066.The horizontal coordinates were scaled from a map and have
 GJ0066.an estimated accuracy of +/- 6 seconds.
 GJ0066
 GJ0066.The orthometric height was determined by differential leveling and
 GJ0066.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0066.in June 1991.
 GJ0066
 GJ0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0066.GEOID18 height accuracy estimate available here.
 GJ0066
 GJ0066.Click photographs - Photos may exist for this station.
 GJ0066
 GJ0066.The dynamic height is computed by dividing the NAVD 88
 GJ0066.geopotential number by the normal gravity value computed on the
 GJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0066.degrees latitude (g = 980.6199 gals.).
 GJ0066
 GJ0066.The modeled gravity was interpolated from observed gravity values.
 GJ0066
 GJ0066;                    North         East    Units  Estimated Accuracy
 GJ0066;SPC OK N     -   143,380.      596,080.      MT  (+/- 180 meters Scaled)
 GJ0066
 GJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF858167(NAD 83)
 GJ0066
 GJ0066                          SUPERSEDED SURVEY CONTROL
 GJ0066
 GJ0066  NGVD 29 (??/??/92)  365.808  (m)         1200.16   (f) ADJ UNCH    2 0
 GJ0066
 GJ0066.Superseded values are not recommended for survey control.
 GJ0066
 GJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0066.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0066
 GJ0066_MARKER: DB = BENCH MARK DISK
 GJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0066_STAMPING: Q 35 1934
 GJ0066_MARK LOGO: CGS
 GJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0066+STABILITY: SURFACE MOTION
 GJ0066
 GJ0066  HISTORY     - Date     Condition        Report By
 GJ0066  HISTORY     - 1934     MONUMENTED       CGS
 GJ0066
 GJ0066                          STATION DESCRIPTION
 GJ0066
 GJ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0066'12.9 MI SW FROM ENID.
 GJ0066'12.9 MILES SOUTHWEST OF THE POST OFFICE, AT ENID 90 FEET NORTHWEST
 GJ0066'OF MILE POST 598.  42 FEET NORTH OF THE CENTERLINE OF ST. LOUIS
 GJ0066'AND SAN FRANCISCO RAILROAD.  12 FEET SOUTH OF THE RAILROAD
 GJ0066'RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0176 ***********************************************************************
 EM0176  DESIGNATION -  Q 36
 EM0176  PID         -  EM0176
 EM0176  STATE/COUNTY-  OK/TILLMAN
 EM0176  COUNTRY     -  US
 EM0176  USGS QUAD   -  MANITOU (2018)
 EM0176
 EM0176                         *CURRENT SURVEY CONTROL
 EM0176  ______________________________________________________________________
 EM0176* NAD 83(1986) POSITION- 34 31 18.     (N) 098 58 49.     (W)   SCALED
 EM0176* NAVD 88 ORTHO HEIGHT -   385.996 (meters)     1266.39  (feet) ADJUSTED
 EM0176  ______________________________________________________________________
 EM0176  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 EM0176  DYNAMIC HEIGHT  -        385.595 (meters)     1265.07  (feet) COMP
 EM0176  MODELED GRAVITY -    979,585.7   (mgal)                       NAVD 88
 EM0176
 EM0176  VERT ORDER      -  SECOND    CLASS 0
 EM0176
 EM0176.The horizontal coordinates were scaled from a map and have
 EM0176.an estimated accuracy of +/- 6 seconds.
 EM0176
 EM0176.The orthometric height was determined by differential leveling and
 EM0176.adjusted by the NATIONAL GEODETIC SURVEY
 EM0176.in June 1991.
 EM0176
 EM0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0176.GEOID18 height accuracy estimate available here.
 EM0176
 EM0176.Click photographs - Photos may exist for this station.
 EM0176
 EM0176.The dynamic height is computed by dividing the NAVD 88
 EM0176.geopotential number by the normal gravity value computed on the
 EM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0176.degrees latitude (g = 980.6199 gals.).
 EM0176
 EM0176.The modeled gravity was interpolated from observed gravity values.
 EM0176
 EM0176;                    North         East    Units  Estimated Accuracy
 EM0176;SPC OK S     -   132,250.      510,000.      MT  (+/- 180 meters Scaled)
 EM0176
 EM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND018199(NAD 83)
 EM0176
 EM0176                          SUPERSEDED SURVEY CONTROL
 EM0176
 EM0176  NGVD 29 (??/??/92)  385.855  (m)         1265.93   (f) ADJ UNCH    2 0
 EM0176
 EM0176.Superseded values are not recommended for survey control.
 EM0176
 EM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0176.See file dsdata.pdf to determine how the superseded data were derived.
 EM0176
 EM0176_MARKER: DB = BENCH MARK DISK
 EM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0176_STAMPING: Q 36 1934
 EM0176_MARK LOGO: CGS
 EM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0176+STABILITY: SURFACE MOTION
 EM0176
 EM0176  HISTORY     - Date     Condition        Report By
 EM0176  HISTORY     - 1934     MONUMENTED       CGS
 EM0176  HISTORY     - 1963     GOOD             CGS
 EM0176  HISTORY     - 1978     GOOD             DOD
 EM0176
 EM0176                          STATION DESCRIPTION
 EM0176
 EM0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0176'1.0 MI N FROM MANITOU.
 EM0176'1.0 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0176'STATION AT MANITOU, ABOUT 500 FEET NORTH OF MILEPOST 754, AT THE
 EM0176'CROSSING OF A POWER LINE, 50 FEET SOUTH OF THE CROSSING OF STATE
 EM0176'HIGHWAY 14, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 EM0176'EAST OF THE TRACK, AND IN THE FENCE LINE.  A STANDARD DISK, STAMPED Q
 EM0176'36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0176
 EM0176                          STATION RECOVERY (1963)
 EM0176
 EM0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0176'RECOVERED IN GOOD CONDITION.
 EM0176
 EM0176                          STATION RECOVERY (1978)
 EM0176
 EM0176'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EM0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0147 ***********************************************************************
 EM0147  DESIGNATION -  Q 37
 EM0147  PID         -  EM0147
 EM0147  STATE/COUNTY-  OK/COMANCHE
 EM0147  COUNTRY     -  US
 EM0147  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0147
 EM0147                         *CURRENT SURVEY CONTROL
 EM0147  ______________________________________________________________________
 EM0147* NAD 83(1986) POSITION- 34 37 51.     (N) 098 37 50.     (W)   SCALED
 EM0147* NAVD 88 ORTHO HEIGHT -   388.857 (meters)     1275.78  (feet) ADJUSTED
 EM0147  ______________________________________________________________________
 EM0147  GEOID HEIGHT    -        -25.648 (meters)                     GEOID18
 EM0147  DYNAMIC HEIGHT  -        388.466 (meters)     1274.49  (feet) COMP
 EM0147  MODELED GRAVITY -    979,617.5   (mgal)                       NAVD 88
 EM0147
 EM0147  VERT ORDER      -  SECOND    CLASS 0
 EM0147
 EM0147.The horizontal coordinates were scaled from a map and have
 EM0147.an estimated accuracy of +/- 6 seconds.
 EM0147
 EM0147.The orthometric height was determined by differential leveling and
 EM0147.adjusted by the NATIONAL GEODETIC SURVEY
 EM0147.in June 1991.
 EM0147
 EM0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0147.GEOID18 height accuracy estimate available here.
 EM0147
 EM0147.Click photographs - Photos may exist for this station.
 EM0147
 EM0147.The dynamic height is computed by dividing the NAVD 88
 EM0147.geopotential number by the normal gravity value computed on the
 EM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0147.degrees latitude (g = 980.6199 gals.).
 EM0147
 EM0147.The modeled gravity was interpolated from observed gravity values.
 EM0147
 EM0147;                    North         East    Units  Estimated Accuracy
 EM0147;SPC OK S     -   144,100.      542,180.      MT  (+/- 180 meters Scaled)
 EM0147
 EM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND338321(NAD 83)
 EM0147
 EM0147                          SUPERSEDED SURVEY CONTROL
 EM0147
 EM0147  NGVD 29 (??/??/92)  388.732  (m)         1275.36   (f) ADJ UNCH    2 0
 EM0147
 EM0147.Superseded values are not recommended for survey control.
 EM0147
 EM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0147.See file dsdata.pdf to determine how the superseded data were derived.
 EM0147
 EM0147_MARKER: DB = BENCH MARK DISK
 EM0147_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EM0147_SP_SET: MONUMENT
 EM0147_STAMPING: Q 37 1934
 EM0147_MARK LOGO: CGS
 EM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0147+STABILITY: SURFACE MOTION
 EM0147
 EM0147  HISTORY     - Date     Condition        Report By
 EM0147  HISTORY     - 1934     MONUMENTED       CGS
 EM0147  HISTORY     - 1963     GOOD             CGS
 EM0147  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 EM0147  HISTORY     - 19871211 MARK NOT FOUND   USPSQD
 EM0147
 EM0147                          STATION DESCRIPTION
 EM0147
 EM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0147'AT CACHE, COMANCHE COUNTY, 0.15 MILE NORTHWEST OF THE CITY WATER TANK,
 EM0147'38.5 FEET SOUTH OF THE SOUTH RAIL OF THE ST. LOUIS-SAN FRANCISCO
 EM0147'RAILWAY, 22.0 FEET SOUTHEAST OF A 14-INCH CEDAR TREE, 48.5 FEET
 EM0147'SOUTHWEST OF A 14-INCH CEDAR TREE AND IN THE TOP OF THE SOUTH WALL OF
 EM0147'A CONCRETE MONUMENT READING FRISCO SAFETY FIRST AND ABOUT 3 FEET ABOVE
 EM0147'THE GROUND.  A STANDARD DISK, STAMPED Q 37 1934.
 EM0147
 EM0147                          STATION RECOVERY (1983)
 EM0147
 EM0147'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 EM0147'MARK NOT FOUND.
 EM0147
 EM0147                          STATION RECOVERY (1987)
 EM0147
 EM0147'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 EM0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0430 ***********************************************************************
 EL0430  DESIGNATION -  Q 39
 EL0430  PID         -  EL0430
 EL0430  STATE/COUNTY-  OK/CARTER
 EL0430  COUNTRY     -  US
 EL0430  USGS QUAD   -  GENE AUTRY (2018)
 EL0430
 EL0430                         *CURRENT SURVEY CONTROL
 EL0430  ______________________________________________________________________
 EL0430* NAD 83(1986) POSITION- 34 18 44.     (N) 097 02 50.     (W)   SCALED
 EL0430* NAVD 88 ORTHO HEIGHT -   240.145 (meters)      787.88  (feet) ADJUSTED
 EL0430  ______________________________________________________________________
 EL0430  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 EL0430  DYNAMIC HEIGHT  -        239.904 (meters)      787.09  (feet) COMP
 EL0430  MODELED GRAVITY -    979,623.6   (mgal)                       NAVD 88
 EL0430
 EL0430  VERT ORDER      -  SECOND    CLASS 0
 EL0430
 EL0430.The horizontal coordinates were scaled from a map and have
 EL0430.an estimated accuracy of +/- 6 seconds.
 EL0430
 EL0430.The orthometric height was determined by differential leveling and
 EL0430.adjusted by the NATIONAL GEODETIC SURVEY
 EL0430.in June 1991.
 EL0430
 EL0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0430.GEOID18 height accuracy estimate available here.
 EL0430
 EL0430.Click photographs - Photos may exist for this station.
 EL0430
 EL0430.The dynamic height is computed by dividing the NAVD 88
 EL0430.geopotential number by the normal gravity value computed on the
 EL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0430.degrees latitude (g = 980.6199 gals.).
 EL0430
 EL0430.The modeled gravity was interpolated from observed gravity values.
 EL0430
 EL0430;                    North         East    Units  Estimated Accuracy
 EL0430;SPC OK S     -   109,000.      687,690.      MT  (+/- 180 meters Scaled)
 EL0430
 EL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC796985(NAD 83)
 EL0430
 EL0430                          SUPERSEDED SURVEY CONTROL
 EL0430
 EL0430  NGVD 29 (??/??/92)  240.090  (m)          787.70   (f) ADJ UNCH    2 0
 EL0430
 EL0430.Superseded values are not recommended for survey control.
 EL0430
 EL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0430.See file dsdata.pdf to determine how the superseded data were derived.
 EL0430
 EL0430_MARKER: DB = BENCH MARK DISK
 EL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0430_STAMPING: Q 39 1934
 EL0430_MARK LOGO: CGS
 EL0430_PROJECTION: RECESSED 8 CENTIMETERS
 EL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0430+STABILITY: SURFACE MOTION
 EL0430
 EL0430  HISTORY     - Date     Condition        Report By
 EL0430  HISTORY     - 1934     MONUMENTED       CGS
 EL0430  HISTORY     - 1945     GOOD             CGS
 EL0430
 EL0430                          STATION DESCRIPTION
 EL0430
 EL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EL0430'2.1 MI N FROM GENE AUTRY.
 EL0430'2.1 MILES NORTH, BENCH MARK IS AT A ROAD CROSSING ABOUT 12
 EL0430'POLES NORTH OF MILE POST 462, 42.6 FEET EAST OF CENTER LINE
 EL0430'OF TRACKS, 20.0 FEET NORTH OF THE CENTER LINE OF ROAD, 2.0
 EL0430'FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A 4 X 4 MARKER POST
 EL0430'AND ABOUT 3 INCHES BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0397 ***********************************************************************
 EL0397  DESIGNATION -  Q 40
 EL0397  PID         -  EL0397
 EL0397  STATE/COUNTY-  OK/CARTER
 EL0397  COUNTRY     -  US
 EL0397  USGS QUAD   -  ARDMORE WEST (2018)
 EL0397
 EL0397                         *CURRENT SURVEY CONTROL
 EL0397  ______________________________________________________________________
 EL0397* NAD 83(1986) POSITION- 34 10 34.9    (N) 097 07 37.6    (W)   HD_HELD2
 EL0397* NAVD 88 ORTHO HEIGHT -   271.148 (meters)      889.59  (feet) ADJUSTED
 EL0397  ______________________________________________________________________
 EL0397  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 EL0397  DYNAMIC HEIGHT  -        270.863 (meters)      888.66  (feet) COMP
 EL0397  MODELED GRAVITY -    979,578.8   (mgal)                       NAVD 88
 EL0397
 EL0397  VERT ORDER      -  FIRST     CLASS II
 EL0397
 EL0397.The horizontal coordinates were established by autonomous hand held GPS
 EL0397.observations and have an estimated accuracy of +/- 10 meters.
 EL0397
 EL0397.The orthometric height was determined by differential leveling and
 EL0397.adjusted by the NATIONAL GEODETIC SURVEY
 EL0397.in June 1991.
 EL0397
 EL0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0397.GEOID18 height accuracy estimate available here.
 EL0397
 EL0397.Click photographs - Photos may exist for this station.
 EL0397
 EL0397.The dynamic height is computed by dividing the NAVD 88
 EL0397.geopotential number by the normal gravity value computed on the
 EL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0397.degrees latitude (g = 980.6199 gals.).
 EL0397
 EL0397.The modeled gravity was interpolated from observed gravity values.
 EL0397
 EL0397;                    North         East    Units  Estimated Accuracy
 EL0397;SPC OK S     -    93,859.      680,470.      MT  (+/- 10 meters HH2 GPS)
 EL0397
 EL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7261083295(NAD 83)
 EL0397
 EL0397                          SUPERSEDED SURVEY CONTROL
 EL0397
 EL0397  NGVD 29 (??/??/92)  271.075  (m)          889.35   (f) ADJ UNCH    1 2
 EL0397
 EL0397.Superseded values are not recommended for survey control.
 EL0397
 EL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0397.See file dsdata.pdf to determine how the superseded data were derived.
 EL0397
 EL0397_MARKER: DB = BENCH MARK DISK
 EL0397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0397_SP_SET: BUILDING
 EL0397_STAMPING: Q 40 1934
 EL0397_MARK LOGO: CGS
 EL0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0397+STABILITY: SURFACE MOTION
 EL0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0397+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 EL0397
 EL0397  HISTORY     - Date     Condition        Report By
 EL0397  HISTORY     - 1934     MONUMENTED       CGS
 EL0397  HISTORY     - 1944     GOOD             CGS
 EL0397  HISTORY     - 19940307 GOOD             NGS
 EL0397  HISTORY     - 20020226 GOOD             NONE
 EL0397  HISTORY     - 20090418 GOOD             GEOCAC
 EL0397
 EL0397                          STATION DESCRIPTION
 EL0397
 EL0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0397'AT ARDMORE.
 EL0397'IN ARDMORE, CARTER COUNTY, AT THE GULF, COLORADO AND SANTA FE
 EL0397'RAILWAY STATION, IN THE NORTH WALL OF A BRICK BUILDING AT CORNER
 EL0397'OF NORTH WASHINGTON STREET AND THIRD AVENUE N.W., FORMERLY USED
 EL0397'AS DEPOT BY THE ST. LOUIS AND SAN FRANCISCO RAILWAY AND NOW
 EL0397'OCCUPIED BY THE LOCAL POST OF THE AMERICAN LEGION, ITS BUILDING
 EL0397'AND 4.3 FEET ABOVE THE CONCRETE PAVEMENT ALONG SAID NORTH WALL.
 EL0397'A STANDARD DISK STAMPED Q 40 1934 AND SET VERTICALLY.
 EL0397
 EL0397                          STATION RECOVERY (1944)
 EL0397
 EL0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 EL0397'RECOVERED IN GOOD CONDITION.
 EL0397
 EL0397                          STATION RECOVERY (1994)
 EL0397
 EL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0397'IN ARDMORE, AT THE INTERSECTION OF WASHINGTON STREET AND 3RD AVENUE
 EL0397'NORTHWEST, SET VERTICALLY IN THE NORTH FACE OF AMERICAN LEGION POST
 EL0397'65, 26.2 M (86.0 FT) NORTHWEST OF THE OF THE STREET CENTERLINE, 17.4
 EL0397'M (57.1 FT) NORTHEAST OF THE AVENUE CENTERLINE, 1.2 M (3.9 FT) ABOVE
 EL0397'THE LEVEL OF A SIDEWALK, AND 0.4 M (1.3 FT) WEST OF THE NORTHEAST
 EL0397'CORNER OF THE BUILDING.
 EL0397
 EL0397                          STATION RECOVERY (2002)
 EL0397
 EL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0397'RECOVERED AS DESCRIBED.
 EL0397
 EL0397                          STATION RECOVERY (2009)
 EL0397
 EL0397'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0558 ***********************************************************************
 EL0558  DESIGNATION -  Q 41
 EL0558  PID         -  EL0558
 EL0558  STATE/COUNTY-  OK/GRADY
 EL0558  COUNTRY     -  US
 EL0558  USGS QUAD   -  BRADLEY (2018)
 EL0558
 EL0558                         *CURRENT SURVEY CONTROL
 EL0558  ______________________________________________________________________
 EL0558* NAD 83(1986) POSITION- 34 54 32.     (N) 097 44 30.     (W)   SCALED
 EL0558* NAVD 88 ORTHO HEIGHT -   311.837 (meters)     1023.09  (feet) ADJUSTED
 EL0558  ______________________________________________________________________
 EL0558  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 EL0558  DYNAMIC HEIGHT  -        311.531 (meters)     1022.08  (feet) COMP
 EL0558  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 EL0558
 EL0558  VERT ORDER      -  SECOND    CLASS 0
 EL0558
 EL0558.The horizontal coordinates were scaled from a map and have
 EL0558.an estimated accuracy of +/- 6 seconds.
 EL0558
 EL0558.The orthometric height was determined by differential leveling and
 EL0558.adjusted by the NATIONAL GEODETIC SURVEY
 EL0558.in June 1991.
 EL0558
 EL0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0558.GEOID18 height accuracy estimate available here.
 EL0558
 EL0558.Click photographs - Photos may exist for this station.
 EL0558
 EL0558.The dynamic height is computed by dividing the NAVD 88
 EL0558.geopotential number by the normal gravity value computed on the
 EL0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0558.degrees latitude (g = 980.6199 gals.).
 EL0558
 EL0558.The modeled gravity was interpolated from observed gravity values.
 EL0558
 EL0558;                    North         East    Units  Estimated Accuracy
 EL0558;SPC OK S     -   174,800.      623,610.      MT  (+/- 180 meters Scaled)
 EL0558
 EL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD149636(NAD 83)
 EL0558
 EL0558                          SUPERSEDED SURVEY CONTROL
 EL0558
 EL0558  NGVD 29 (??/??/92)  311.748  (m)         1022.79   (f) ADJ UNCH    2 0
 EL0558
 EL0558.Superseded values are not recommended for survey control.
 EL0558
 EL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0558.See file dsdata.pdf to determine how the superseded data were derived.
 EL0558
 EL0558_MARKER: DB = BENCH MARK DISK
 EL0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0558_STAMPING: Q 41 1934
 EL0558_MARK LOGO: CGS
 EL0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0558+STABILITY: SURFACE MOTION
 EL0558
 EL0558  HISTORY     - Date     Condition        Report By
 EL0558  HISTORY     - 1934     MONUMENTED       CGS
 EL0558  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 EL0558
 EL0558                          STATION DESCRIPTION
 EL0558
 EL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0558'2.2 MI SE FROM ALEX.
 EL0558'2.2 MILES SOUTHEAST OF C.R. I. AND P. RR. STATION AT ALEX 0.7
 EL0558'MILE EAST OF MILE POST 452, 75 FEET NORTHEAST OF T.H. WHITES
 EL0558'DRIVEWAY.  45 FEET SOUTH OF NEAREST RAIL OF CHICAGO ROCK ISLAND
 EL0558'RAILWAY TRACK, 33 FEET NORTH OF CENTER LINE OF OKLAHOMA STATE
 EL0558'HIGHWAY 19.
 EL0558
 EL0558                          STATION RECOVERY (2022)
 EL0558
 EL0558'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JBG)
 EL0558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0314 ***********************************************************************
 EL0314  DESIGNATION -  Q 42
 EL0314  PID         -  EL0314
 EL0314  STATE/COUNTY-  OK/GARVIN
 EL0314  COUNTRY     -  US
 EL0314  USGS QUAD   -  MAYSVILLE (2018)
 EL0314
 EL0314                         *CURRENT SURVEY CONTROL
 EL0314  ______________________________________________________________________
 EL0314* NAD 83(1986) POSITION- 34 49 21.     (N) 097 25 22.     (W)   SCALED
 EL0314* NAVD 88 ORTHO HEIGHT -   287.906 (meters)      944.57  (feet) ADJUSTED
 EL0314  ______________________________________________________________________
 EL0314  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 EL0314  DYNAMIC HEIGHT  -        287.625 (meters)      943.65  (feet) COMP
 EL0314  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 EL0314
 EL0314  VERT ORDER      -  SECOND    CLASS 0
 EL0314
 EL0314.The horizontal coordinates were scaled from a map and have
 EL0314.an estimated accuracy of +/- 6 seconds.
 EL0314
 EL0314.The orthometric height was determined by differential leveling and
 EL0314.adjusted by the NATIONAL GEODETIC SURVEY
 EL0314.in June 1991.
 EL0314
 EL0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0314.GEOID18 height accuracy estimate available here.
 EL0314
 EL0314.Click photographs - Photos may exist for this station.
 EL0314
 EL0314.The dynamic height is computed by dividing the NAVD 88
 EL0314.geopotential number by the normal gravity value computed on the
 EL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0314.degrees latitude (g = 980.6199 gals.).
 EL0314
 EL0314.The modeled gravity was interpolated from observed gravity values.
 EL0314
 EL0314;                    North         East    Units  Estimated Accuracy
 EL0314;SPC OK S     -   165,340.      652,800.      MT  (+/- 180 meters Scaled)
 EL0314
 EL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD442544(NAD 83)
 EL0314
 EL0314                          SUPERSEDED SURVEY CONTROL
 EL0314
 EL0314  NGVD 29 (??/??/92)  287.825  (m)          944.31   (f) ADJ UNCH    2 0
 EL0314
 EL0314.Superseded values are not recommended for survey control.
 EL0314
 EL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0314.See file dsdata.pdf to determine how the superseded data were derived.
 EL0314
 EL0314_MARKER: DB = BENCH MARK DISK
 EL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0314_STAMPING: Q 42 1934
 EL0314_MARK LOGO: CGS
 EL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0314+STABILITY: SURFACE MOTION
 EL0314
 EL0314  HISTORY     - Date     Condition        Report By
 EL0314  HISTORY     - 1934     MONUMENTED       CGS
 EL0314  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0314
 EL0314                          STATION DESCRIPTION
 EL0314
 EL0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0314'0.9 MI NW FROM MAYSVILLE.
 EL0314'0.9 MILE NORTHWEST OF AT.T. AND S.F.RR. STATION AT MAYSVILLE
 EL0314'60 FEET SOUTHEAST OF INTERSECTION OF ATCHISON TOPEKA AND SANTA
 EL0314'FE RAILWAY AND OKLAHOMA STATE HIGHWAY 19.  39 FEET SOUTHEAST
 EL0314'OF MILE POST 13.  HALFWAY BETWEEN RAILWAY TRACK AND PROPERTY
 EL0314'FENCE LINE.
 EL0314
 EL0314                          STATION RECOVERY (1963)
 EL0314
 EL0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0475 ***********************************************************************
 EL0475  DESIGNATION -  Q 43
 EL0475  PID         -  EL0475
 EL0475  STATE/COUNTY-  OK/JEFFERSON
 EL0475  COUNTRY     -  US
 EL0475  USGS QUAD   -  RYAN (2019)
 EL0475
 EL0475                         *CURRENT SURVEY CONTROL
 EL0475  ______________________________________________________________________
 EL0475* NAD 83(1986) POSITION- 34 06 01.     (N) 097 58 23.     (W)   SCALED
 EL0475* NAVD 88 ORTHO HEIGHT -   262.666 (meters)      861.76  (feet) ADJUSTED
 EL0475  ______________________________________________________________________
 EL0475  GEOID HEIGHT    -        -25.848 (meters)                     GEOID18
 EL0475  DYNAMIC HEIGHT  -        262.398 (meters)      860.88  (feet) COMP
 EL0475  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 EL0475
 EL0475  VERT ORDER      -  FIRST     CLASS II
 EL0475
 EL0475.The horizontal coordinates were scaled from a map and have
 EL0475.an estimated accuracy of +/- 6 seconds.
 EL0475
 EL0475.The orthometric height was determined by differential leveling and
 EL0475.adjusted by the NATIONAL GEODETIC SURVEY
 EL0475.in June 1991.
 EL0475
 EL0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0475.GEOID18 height accuracy estimate available here.
 EL0475
 EL0475.Click photographs - Photos may exist for this station.
 EL0475
 EL0475.The dynamic height is computed by dividing the NAVD 88
 EL0475.geopotential number by the normal gravity value computed on the
 EL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0475.degrees latitude (g = 980.6199 gals.).
 EL0475
 EL0475.The modeled gravity was interpolated from observed gravity values.
 EL0475
 EL0475;                    North         East    Units  Estimated Accuracy
 EL0475;SPC OK S     -    85,070.      602,490.      MT  (+/- 180 meters Scaled)
 EL0475
 EL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC947737(NAD 83)
 EL0475
 EL0475                          SUPERSEDED SURVEY CONTROL
 EL0475
 EL0475  NGVD 29 (??/??/92)  262.573  (m)          861.46   (f) ADJ UNCH    1 2
 EL0475
 EL0475.Superseded values are not recommended for survey control.
 EL0475
 EL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0475.See file dsdata.pdf to determine how the superseded data were derived.
 EL0475
 EL0475_MARKER: DB = BENCH MARK DISK
 EL0475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0475_SP_SET: BRIDGE ABUTMENT
 EL0475_STAMPING: Q 43 1934
 EL0475_MARK LOGO: CGS
 EL0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0475
 EL0475  HISTORY     - Date     Condition        Report By
 EL0475  HISTORY     - 1934     MONUMENTED       CGS
 EL0475  HISTORY     - 1963     GOOD
 EL0475  HISTORY     - 1986     GOOD             NGS
 EL0475
 EL0475                          STATION DESCRIPTION
 EL0475
 EL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0475'1.3 MI N FROM SUGDEN.
 EL0475'1.3 MILES NORTH OF CRIPRR STATION AT SUGDEN, SET ON WEST SIDE
 EL0475'OF SOUTH ABUTMENT OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 EL0475'BRIDGE 504.6 OVER BEAVER CREEK.
 EL0475
 EL0475                          STATION RECOVERY (1963)
 EL0475
 EL0475'RECOVERED 1963
 EL0475'RECOVERED IN GOOD CONDITION.
 EL0475
 EL0475                          STATION RECOVERY (1986)
 EL0475
 EL0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0475'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM (0.85
 EL0475'MI) WEST ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 81
 EL0475'IN WAURIKA, THENCE 6.8 KM (4.2 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS
 EL0475'TEXAS RAILROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0340 ***********************************************************************
 EL0340  DESIGNATION -  Q 44
 EL0340  PID         -  EL0340
 EL0340  STATE/COUNTY-  OK/GARVIN
 EL0340  COUNTRY     -  US
 EL0340  USGS QUAD   -  BYARS SW (2018)
 EL0340
 EL0340                         *CURRENT SURVEY CONTROL
 EL0340  ______________________________________________________________________
 EL0340* NAD 83(1986) POSITION- 34 46 55.     (N) 097 08 22.     (W)   SCALED
 EL0340* NAVD 88 ORTHO HEIGHT -   275.546 (meters)      904.02  (feet) ADJUSTED
 EL0340  ______________________________________________________________________
 EL0340  GEOID HEIGHT    -        -25.662 (meters)                     GEOID18
 EL0340  DYNAMIC HEIGHT  -        275.279 (meters)      903.14  (feet) COMP
 EL0340  MODELED GRAVITY -    979,658.3   (mgal)                       NAVD 88
 EL0340
 EL0340  VERT ORDER      -  SECOND    CLASS 0
 EL0340
 EL0340.The horizontal coordinates were scaled from a map and have
 EL0340.an estimated accuracy of +/- 6 seconds.
 EL0340
 EL0340.The orthometric height was determined by differential leveling and
 EL0340.adjusted by the NATIONAL GEODETIC SURVEY
 EL0340.in June 1991.
 EL0340
 EL0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0340.GEOID18 height accuracy estimate available here.
 EL0340
 EL0340.Click photographs - Photos may exist for this station.
 EL0340
 EL0340.The dynamic height is computed by dividing the NAVD 88
 EL0340.geopotential number by the normal gravity value computed on the
 EL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0340.degrees latitude (g = 980.6199 gals.).
 EL0340
 EL0340.The modeled gravity was interpolated from observed gravity values.
 EL0340
 EL0340;                    North         East    Units  Estimated Accuracy
 EL0340;SPC OK S     -   161,020.      678,760.      MT  (+/- 180 meters Scaled)
 EL0340
 EL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD702504(NAD 83)
 EL0340
 EL0340                          SUPERSEDED SURVEY CONTROL
 EL0340
 EL0340  NGVD 29 (??/??/92)  275.470  (m)          903.77   (f) ADJ UNCH    2 0
 EL0340
 EL0340.Superseded values are not recommended for survey control.
 EL0340
 EL0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0340.See file dsdata.pdf to determine how the superseded data were derived.
 EL0340
 EL0340_MARKER: DB = BENCH MARK DISK
 EL0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0340_SP_SET: MILEPOST
 EL0340_STAMPING: Q 44 1934
 EL0340_MARK LOGO: CGS
 EL0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0340+STABILITY: SURFACE MOTION
 EL0340
 EL0340  HISTORY     - Date     Condition        Report By
 EL0340  HISTORY     - 1934     MONUMENTED       CGS
 EL0340
 EL0340                          STATION DESCRIPTION
 EL0340
 EL0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0340'6.4 MI NE FROM PAULS VALLEY.
 EL0340'6.4 MILES NORTHEAST OF A-T AND SF RR. STATION, AT PAULS VALLEY.
 EL0340'SET IN THE TOP OF ATCHISON-TOPEKA AND SANTA FE RAILWAY LIMESTONE
 EL0340'MILE POST 179.  25 FEET WEST OF THE NEAREST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0276 ***********************************************************************
 EL0276  DESIGNATION -  Q 45
 EL0276  PID         -  EL0276
 EL0276  STATE/COUNTY-  OK/PONTOTOC
 EL0276  COUNTRY     -  US
 EL0276  USGS QUAD   -  STONEWALL (2018)
 EL0276
 EL0276                         *CURRENT SURVEY CONTROL
 EL0276  ______________________________________________________________________
 EL0276* NAD 83(1986) POSITION- 34 38 56.     (N) 096 34 45.     (W)   SCALED
 EL0276* NAVD 88 ORTHO HEIGHT -   219.092 (meters)      718.80  (feet) ADJUSTED
 EL0276  ______________________________________________________________________
 EL0276  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 EL0276  DYNAMIC HEIGHT  -        218.879 (meters)      718.11  (feet) COMP
 EL0276  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EL0276
 EL0276  VERT ORDER      -  SECOND    CLASS 0
 EL0276
 EL0276.The horizontal coordinates were scaled from a map and have
 EL0276.an estimated accuracy of +/- 6 seconds.
 EL0276
 EL0276.The orthometric height was determined by differential leveling and
 EL0276.adjusted by the NATIONAL GEODETIC SURVEY
 EL0276.in June 1991.
 EL0276
 EL0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0276.GEOID18 height accuracy estimate available here.
 EL0276
 EL0276.Click photographs - Photos may exist for this station.
 EL0276
 EL0276.The dynamic height is computed by dividing the NAVD 88
 EL0276.geopotential number by the normal gravity value computed on the
 EL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0276.degrees latitude (g = 980.6199 gals.).
 EL0276
 EL0276.The modeled gravity was interpolated from observed gravity values.
 EL0276
 EL0276;                    North         East    Units  Estimated Accuracy
 EL0276;SPC OK S     -   146,840.      730,240.      MT  (+/- 180 meters Scaled)
 EL0276
 EL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD218367(NAD 83)
 EL0276
 EL0276                          SUPERSEDED SURVEY CONTROL
 EL0276
 EL0276  NGVD 29 (??/??/92)  219.014  (m)          718.55   (f) ADJ UNCH    2 0
 EL0276
 EL0276.Superseded values are not recommended for survey control.
 EL0276
 EL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0276.See file dsdata.pdf to determine how the superseded data were derived.
 EL0276
 EL0276_MARKER: DB = BENCH MARK DISK
 EL0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0276_STAMPING: Q 45 1934
 EL0276_MARK LOGO: CGS
 EL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0276+STABILITY: SURFACE MOTION
 EL0276
 EL0276  HISTORY     - Date     Condition        Report By
 EL0276  HISTORY     - 1934     MONUMENTED       CGS
 EL0276
 EL0276                          STATION DESCRIPTION
 EL0276
 EL0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0276'AT FRISCO.
 EL0276'AT FRISCO 0.2 MILE NORTHWEST OF MILE POST 28.  77 FEET EAST OF
 EL0276'THE ATCHISON-TOPEKA AND SANTA FE RAILROAD STATION AT FRISCO.
 EL0276'39 FEET NORTH OF THE NEAREST RAIL OF THE MAIN TRACK OF THE
 EL0276'ATCHISON-TOPEKA AND SANTA FE RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0455 ***********************************************************************
 GH0455  DESIGNATION -  Q 46
 GH0455  PID         -  GH0455
 GH0455  STATE/COUNTY-  OK/GARFIELD
 GH0455  COUNTRY     -  US
 GH0455  USGS QUAD   -  COVINGTON (2018)
 GH0455
 GH0455                         *CURRENT SURVEY CONTROL
 GH0455  ______________________________________________________________________
 GH0455* NAD 83(1986) POSITION- 36 18 44.     (N) 097 36 31.     (W)   SCALED
 GH0455* NAVD 88 ORTHO HEIGHT -   358.318 (meters)     1175.58  (feet) ADJUSTED
 GH0455  ______________________________________________________________________
 GH0455  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 GH0455  DYNAMIC HEIGHT  -        357.998 (meters)     1174.53  (feet) COMP
 GH0455  MODELED GRAVITY -    979,729.7   (mgal)                       NAVD 88
 GH0455
 GH0455  VERT ORDER      -  SECOND    CLASS 0
 GH0455
 GH0455.The horizontal coordinates were scaled from a map and have
 GH0455.an estimated accuracy of +/- 6 seconds.
 GH0455
 GH0455.The orthometric height was determined by differential leveling and
 GH0455.adjusted by the NATIONAL GEODETIC SURVEY
 GH0455.in June 1991.
 GH0455
 GH0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0455.GEOID18 height accuracy estimate available here.
 GH0455
 GH0455.Click photographs - Photos may exist for this station.
 GH0455
 GH0455.The dynamic height is computed by dividing the NAVD 88
 GH0455.geopotential number by the normal gravity value computed on the
 GH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0455.degrees latitude (g = 980.6199 gals.).
 GH0455
 GH0455.The modeled gravity was interpolated from observed gravity values.
 GH0455
 GH0455;                    North         East    Units  Estimated Accuracy
 GH0455;SPC OK N     -   145,670.      635,150.      MT  (+/- 180 meters Scaled)
 GH0455
 GH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF249194(NAD 83)
 GH0455
 GH0455                          SUPERSEDED SURVEY CONTROL
 GH0455
 GH0455  NGVD 29 (??/??/92)  358.180  (m)         1175.13   (f) ADJ UNCH    2 0
 GH0455
 GH0455.Superseded values are not recommended for survey control.
 GH0455
 GH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0455.See file dsdata.pdf to determine how the superseded data were derived.
 GH0455
 GH0455_MARKER: DB = BENCH MARK DISK
 GH0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0455_STAMPING: Q 46 1934
 GH0455_MARK LOGO: CGS
 GH0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0455+STABILITY: SURFACE MOTION
 GH0455
 GH0455  HISTORY     - Date     Condition        Report By
 GH0455  HISTORY     - 1934     MONUMENTED       CGS
 GH0455  HISTORY     - 1971     GOOD
 GH0455
 GH0455                          STATION DESCRIPTION
 GH0455
 GH0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0455'6.1 MI E FROM FAIRMONT.
 GH0455'6.1 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0455'THE STATION AT FAIRMONT, GARFIELD COUNTY, 5 FEET NORTH OF THE
 GH0455'THIRD POLE EAST OF MILEPOST 528, 32 FEET NORTH OF THE CENTERLINE
 GH0455'OF THE TRACK, AND 18 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 GH0455'A STANDARD DISK, STAMPED Q 46 1934 AND SET IN THE TOP OF A
 GH0455'CONCRETE POST.  NOTE-- A WITNESS POST WAS SET 1.5 FEET WEST
 GH0455'OF STATION.
 GH0455
 GH0455                          STATION RECOVERY (1971)
 GH0455
 GH0455'RECOVERED 1971
 GH0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0227 ***********************************************************************
 FJ0227  DESIGNATION -  Q 49
 FJ0227  PID         -  FJ0227
 FJ0227  STATE/COUNTY-  OK/PAYNE
 FJ0227  COUNTRY     -  US
 FJ0227  USGS QUAD   -  CUSHING (2018)
 FJ0227
 FJ0227                         *CURRENT SURVEY CONTROL
 FJ0227  ______________________________________________________________________
 FJ0227* NAD 83(1986) POSITION- 35 58 47.     (N) 096 46 35.     (W)   SCALED
 FJ0227* NAVD 88 ORTHO HEIGHT -   285.712 (meters)      937.37  (feet) ADJUSTED
 FJ0227  ______________________________________________________________________
 FJ0227  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 FJ0227  DYNAMIC HEIGHT  -        285.453 (meters)      936.52  (feet) COMP
 FJ0227  MODELED GRAVITY -    979,719.0   (mgal)                       NAVD 88
 FJ0227
 FJ0227  VERT ORDER      -  SECOND    CLASS 0
 FJ0227
 FJ0227.The horizontal coordinates were scaled from a map and have
 FJ0227.an estimated accuracy of +/- 6 seconds.
 FJ0227
 FJ0227.The orthometric height was determined by differential leveling and
 FJ0227.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0227.in June 1991.
 FJ0227
 FJ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0227.GEOID18 height accuracy estimate available here.
 FJ0227
 FJ0227.Click photographs - Photos may exist for this station.
 FJ0227
 FJ0227.The dynamic height is computed by dividing the NAVD 88
 FJ0227.geopotential number by the normal gravity value computed on the
 FJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0227.degrees latitude (g = 980.6199 gals.).
 FJ0227
 FJ0227.The modeled gravity was interpolated from observed gravity values.
 FJ0227
 FJ0227;                    North         East    Units  Estimated Accuracy
 FJ0227;SPC OK N     -   109,400.      710,350.      MT  (+/- 180 meters Scaled)
 FJ0227
 FJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE004839(NAD 83)
 FJ0227
 FJ0227                          SUPERSEDED SURVEY CONTROL
 FJ0227
 FJ0227  NGVD 29 (??/??/92)  285.603  (m)          937.02   (f) ADJ UNCH    2 0
 FJ0227
 FJ0227.Superseded values are not recommended for survey control.
 FJ0227
 FJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0227.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0227
 FJ0227_MARKER: DB = BENCH MARK DISK
 FJ0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0227_SP_SET: BUILDING FOUNDATION
 FJ0227_STAMPING: Q 49 1934
 FJ0227_MARK LOGO: CGS
 FJ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0227
 FJ0227  HISTORY     - Date     Condition        Report By
 FJ0227  HISTORY     - 1934     MONUMENTED       CGS
 FJ0227  HISTORY     - 1935     GOOD
 FJ0227  HISTORY     - 20130120 MARK NOT FOUND   OKDOT
 FJ0227
 FJ0227                          STATION DESCRIPTION
 FJ0227
 FJ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0227'AT CUSHING.
 FJ0227'IN CONCRETE FOUNDATION OF ATCHISON TOPEKA AND SANTA FE RAILROAD
 FJ0227'DEPOT.  24 FEET NORTH OF THE EAST ENTRANCE TO WHITE PEOPLES
 FJ0227'WAITING ROOM.  48 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 FJ0227'BUILDING.  54 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  6
 FJ0227'INCHES ABOVE THE PLATFORM.
 FJ0227
 FJ0227                          STATION RECOVERY (1935)
 FJ0227
 FJ0227'RECOVERED 1935
 FJ0227'RECOVERED IN GOOD CONDITION.
 FJ0227
 FJ0227                          STATION RECOVERY (2013)
 FJ0227
 FJ0227'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013
 FJ0227'BRASS CAP IS GONE BUT THE HOLE, WHERE THE CAP WAS, IN THE CONC.
 FJ0227'FOUNDATION OF THE OLD DEPOT IS THERE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0652 ***********************************************************************
 FH0652  DESIGNATION -  Q 5
 FH0652  PID         -  FH0652
 FH0652  STATE/COUNTY-  OK/PITTSBURG
 FH0652  COUNTRY     -  US
 FH0652  USGS QUAD   -  CANADIAN (2018)
 FH0652
 FH0652                         *CURRENT SURVEY CONTROL
 FH0652  ______________________________________________________________________
 FH0652* NAD 83(1986) POSITION- 35 08 58.14   (N) 095 42 00.80   (W)   HD_HELD1
 FH0652* NAVD 88 ORTHO HEIGHT -   192.851 (meters)      632.71  (feet) ADJUSTED
 FH0652  ______________________________________________________________________
 FH0652  GEOID HEIGHT    -        -29.978 (meters)                     GEOID18
 FH0652  DYNAMIC HEIGHT  -        192.662 (meters)      632.09  (feet) COMP
 FH0652  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 FH0652
 FH0652  VERT ORDER      -  FIRST     CLASS II
 FH0652
 FH0652.The horizontal coordinates were determined by differentially corrected
 FH0652.hand held GPS observations or other comparable positioning techniques
 FH0652.and have an estimated accuracy of +/- 3 meters.
 FH0652
 FH0652.The orthometric height was determined by differential leveling and
 FH0652.adjusted by the NATIONAL GEODETIC SURVEY
 FH0652.in June 1991.
 FH0652
 FH0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0652.GEOID18 height accuracy estimate available here.
 FH0652
 FH0652.Click photographs - Photos may exist for this station.
 FH0652
 FH0652.The dynamic height is computed by dividing the NAVD 88
 FH0652.geopotential number by the normal gravity value computed on the
 FH0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0652.degrees latitude (g = 980.6199 gals.).
 FH0652
 FH0652.The modeled gravity was interpolated from observed gravity values.
 FH0652
 FH0652;                    North         East    Units  Estimated Accuracy
 FH0652;SPC OK S     -   203,845.8     809,538.6     MT  (+/- 3 meters HH1 GPS) 
 FH0652
 FH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU5401892958(NAD 83)
 FH0652
 FH0652                          SUPERSEDED SURVEY CONTROL
 FH0652
 FH0652  NGVD 29 (??/??/92)  192.743  (m)          632.36   (f) ADJ UNCH    1 2
 FH0652
 FH0652.Superseded values are not recommended for survey control.
 FH0652
 FH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0652.See file dsdata.pdf to determine how the superseded data were derived.
 FH0652
 FH0652_MARKER: DB = BENCH MARK DISK
 FH0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0652_STAMPING: 632.358 Q 5 1933
 FH0652_MARK LOGO: CGS
 FH0652_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0652+STABILITY: SURFACE MOTION
 FH0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0652+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 FH0652
 FH0652  HISTORY     - Date     Condition        Report By
 FH0652  HISTORY     - 1933     MONUMENTED       CGS
 FH0652  HISTORY     - 20080416 GOOD             AIRDAT
 FH0652
 FH0652                          STATION DESCRIPTION
 FH0652
 FH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0652'AT CROWDER.
 FH0652'2.3 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0652'RAILWAY FROM CROWDER, PITTSBURG COUNTY, AT A ROAD CROSSING,
 FH0652'48 FEET NORTH OF THE OLD ROADBED, AND 30 FEET EAST OF THE
 FH0652'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 632.358
 FH0652'Q 5 1933 AND SET IN THE TOP OF A CONCRETE POST.
 FH0652
 FH0652                          STATION RECOVERY (2008)
 FH0652
 FH0652'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FH0652'THE STATION IN IN AN OPEN PASTURE N.E. OF A HOUSE, S.W. OF FENCE 6
 FH0652'FEET AND N.E. OF A WITNESS POST 1 FOOT AND PROJECTS 4 INCHES FROM THE
 FH0652'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0177 ***********************************************************************
 GH0177  DESIGNATION -  Q 50
 GH0177  PID         -  GH0177
 GH0177  STATE/COUNTY-  OK/OSAGE
 GH0177  COUNTRY     -  US
 GH0177  USGS QUAD   -  FAIRFAX (2018)
 GH0177
 GH0177                         *CURRENT SURVEY CONTROL
 GH0177  ______________________________________________________________________
 GH0177* NAD 83(1986) POSITION- 36 34 56.21   (N) 096 43 43.36   (W)   HD_HELD1
 GH0177* NAVD 88 ORTHO HEIGHT -   257.245 (meters)      843.98  (feet) ADJUSTED
 GH0177  ______________________________________________________________________
 GH0177  GEOID HEIGHT    -        -28.641 (meters)                     GEOID18
 GH0177  DYNAMIC HEIGHT  -        257.027 (meters)      843.26  (feet) COMP
 GH0177  MODELED GRAVITY -    979,777.3   (mgal)                       NAVD 88
 GH0177
 GH0177  VERT ORDER      -  SECOND    CLASS 0
 GH0177
 GH0177.The horizontal coordinates were determined by differentially corrected
 GH0177.hand held GPS observations or other comparable positioning techniques
 GH0177.and have an estimated accuracy of +/- 3 meters.
 GH0177
 GH0177.The orthometric height was determined by differential leveling and
 GH0177.adjusted by the NATIONAL GEODETIC SURVEY
 GH0177.in June 1991.
 GH0177
 GH0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0177.GEOID18 height accuracy estimate available here.
 GH0177
 GH0177.Click photographs - Photos may exist for this station.
 GH0177
 GH0177.The dynamic height is computed by dividing the NAVD 88
 GH0177.geopotential number by the normal gravity value computed on the
 GH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0177.degrees latitude (g = 980.6199 gals.).
 GH0177
 GH0177.The modeled gravity was interpolated from observed gravity values.
 GH0177
 GH0177;                    North         East    Units  Estimated Accuracy
 GH0177;SPC OK N     -   176,306.8     713,769.1     MT  (+/- 3 meters HH1 GPS) 
 GH0177
 GH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0320650936(NAD 83)
 GH0177
 GH0177                          SUPERSEDED SURVEY CONTROL
 GH0177
 GH0177  NGVD 29 (??/??/92)  257.140  (m)          843.63   (f) ADJ UNCH    2 0
 GH0177
 GH0177.Superseded values are not recommended for survey control.
 GH0177
 GH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0177.See file dsdata.pdf to determine how the superseded data were derived.
 GH0177
 GH0177_MARKER: DB = BENCH MARK DISK
 GH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0177_STAMPING: 843.633 Q 50 1934
 GH0177_MARK LOGO: CGS
 GH0177_PROJECTION: PROJECTING 10 CENTIMETERS
 GH0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0177+STABILITY: SURFACE MOTION
 GH0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0177+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 GH0177
 GH0177  HISTORY     - Date     Condition        Report By
 GH0177  HISTORY     - 1934     MONUMENTED       CGS
 GH0177  HISTORY     - 1940     GOOD             CGS
 GH0177  HISTORY     - 20220810 GOOD             OKDOT
 GH0177
 GH0177                          STATION DESCRIPTION
 GH0177
 GH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0177'ABOUT 1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0177'RAILWAY FROM THE STATION AT FAIRFAX, OSAGE COUNTY, ABOUT 0.3
 GH0177'MILE EAST OF MILEPOST 36, 98 FEET SOUTH OF THE CENTER LINE
 GH0177'OF THE TRACK, ABOUT 20 FEET EAST OF THE GATE TO A PRIVATE-ROAD
 GH0177'CROSSING, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0177'DISK, STAMPED 843.633 Q 50 1934 AND SET IN THE TOP OF A CONCRETE
 GH0177'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GH0177
 GH0177                          STATION RECOVERY (1940)
 GH0177
 GH0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0177'RECOVERED IN GOOD CONDITION.
 GH0177
 GH0177                          STATION RECOVERY (2022)
 GH0177
 GH0177'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (AG)
 GH0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0550 ***********************************************************************
 FH0550  DESIGNATION -  Q 54
 FH0550  PID         -  FH0550
 FH0550  STATE/COUNTY-  OK/MUSKOGEE
 FH0550  COUNTRY     -  US
 FH0550  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0550
 FH0550                         *CURRENT SURVEY CONTROL
 FH0550  ______________________________________________________________________
 FH0550* NAD 83(1986) POSITION- 35 39 08.13   (N) 095 22 30.18   (W)   HD_HELD1
 FH0550* NAVD 88 ORTHO HEIGHT -   178.409 (meters)      585.33  (feet) ADJUSTED
 FH0550  ______________________________________________________________________
 FH0550  GEOID HEIGHT    -        -29.574 (meters)                     GEOID18
 FH0550  DYNAMIC HEIGHT  -        178.246 (meters)      584.80  (feet) COMP
 FH0550  MODELED GRAVITY -    979,714.5   (mgal)                       NAVD 88
 FH0550
 FH0550  VERT ORDER      -  SECOND    CLASS 0
 FH0550
 FH0550.The horizontal coordinates were determined by differentially corrected
 FH0550.hand held GPS observations or other comparable positioning techniques
 FH0550.and have an estimated accuracy of +/- 3 meters.
 FH0550
 FH0550.The orthometric height was determined by differential leveling and
 FH0550.adjusted by the NATIONAL GEODETIC SURVEY
 FH0550.in June 1991.
 FH0550
 FH0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0550.GEOID18 height accuracy estimate available here.
 FH0550
 FH0550.Click photographs - Photos may exist for this station.
 FH0550
 FH0550.The dynamic height is computed by dividing the NAVD 88
 FH0550.geopotential number by the normal gravity value computed on the
 FH0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0550.degrees latitude (g = 980.6199 gals.).
 FH0550
 FH0550.The modeled gravity was interpolated from observed gravity values.
 FH0550
 FH0550;                    North         East    Units  Estimated Accuracy
 FH0550;SPC OK N     -    75,583.2     837,677.5     MT  (+/- 3 meters HH1 GPS) 
 FH0550
 FH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8498647978(NAD 83)
 FH0550
 FH0550                          SUPERSEDED SURVEY CONTROL
 FH0550
 FH0550  NGVD 29 (??/??/92)  178.297  (m)          584.96   (f) ADJ UNCH    2 0
 FH0550
 FH0550.Superseded values are not recommended for survey control.
 FH0550
 FH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0550.See file dsdata.pdf to determine how the superseded data were derived.
 FH0550
 FH0550_MARKER: DB = BENCH MARK DISK
 FH0550_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0550_SP_SET: CULVERT HEADWALL
 FH0550_STAMPING: Q 54 1957
 FH0550_MARK LOGO: CGS
 FH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0550+STABILITY: SURFACE MOTION
 FH0550
 FH0550  HISTORY     - Date     Condition        Report By
 FH0550  HISTORY     - 1957     MONUMENTED       CGS
 FH0550  HISTORY     - 1960     GOOD             CGS
 FH0550  HISTORY     - 20111010 GOOD             GEOCAC
 FH0550
 FH0550                          STATION DESCRIPTION
 FH0550
 FH0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FH0550'7.4 MI S FROM MUSKOGEE.
 FH0550'7.4 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0550'STATION AT MUSKOGEE, 0.1 MILE SOUTH OF MILEPOST 90, 9.4 FEET
 FH0550'EAST OF THE EAST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET
 FH0550'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A TWIN
 FH0550'48 INCH PIPE CULVERT, IN THE NORTHWEST 1/4 OF SECTION 35,
 FH0550'TOWNSHIP 14 NORTH, RANGE 18 EAST.
 FH0550
 FH0550                          STATION RECOVERY (1960)
 FH0550
 FH0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0550'RECOVERED IN GOOD CONDITION.
 FH0550
 FH0550                          STATION RECOVERY (2011)
 FH0550
 FH0550'RECOVERY NOTE BY GEOCACHING 2011
 FH0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0218 ***********************************************************************
 EL0218  DESIGNATION -  Q 56
 EL0218  PID         -  EL0218
 EL0218  STATE/COUNTY-  OK/MURRAY
 EL0218  COUNTRY     -  US
 EL0218  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0218
 EL0218                         *CURRENT SURVEY CONTROL
 EL0218  ______________________________________________________________________
 EL0218* NAD 83(1986) POSITION- 34 32 02.     (N) 096 55 56.     (W)   SCALED
 EL0218* NAVD 88 ORTHO HEIGHT -   338.859 (meters)     1111.74  (feet) ADJUSTED
 EL0218  ______________________________________________________________________
 EL0218  GEOID HEIGHT    -        -25.350 (meters)                     GEOID18
 EL0218  DYNAMIC HEIGHT  -        338.525 (meters)     1110.64  (feet) COMP
 EL0218  MODELED GRAVITY -    979,639.7   (mgal)                       NAVD 88
 EL0218
 EL0218  VERT ORDER      -  SECOND    CLASS 0
 EL0218
 EL0218.The horizontal coordinates were scaled from a map and have
 EL0218.an estimated accuracy of +/- 6 seconds.
 EL0218
 EL0218.The orthometric height was determined by differential leveling and
 EL0218.adjusted by the NATIONAL GEODETIC SURVEY
 EL0218.in June 1991.
 EL0218
 EL0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0218.GEOID18 height accuracy estimate available here.
 EL0218
 EL0218.Click photographs - Photos may exist for this station.
 EL0218
 EL0218.The dynamic height is computed by dividing the NAVD 88
 EL0218.geopotential number by the normal gravity value computed on the
 EL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0218.degrees latitude (g = 980.6199 gals.).
 EL0218
 EL0218.The modeled gravity was interpolated from observed gravity values.
 EL0218
 EL0218;                    North         East    Units  Estimated Accuracy
 EL0218;SPC OK S     -   133,690.      698,020.      MT  (+/- 180 meters Scaled)
 EL0218
 EL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD897232(NAD 83)
 EL0218
 EL0218                          SUPERSEDED SURVEY CONTROL
 EL0218
 EL0218  NGVD 29 (??/??/92)  338.774  (m)         1111.46   (f) ADJ UNCH    2 0
 EL0218
 EL0218.Superseded values are not recommended for survey control.
 EL0218
 EL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0218.See file dsdata.pdf to determine how the superseded data were derived.
 EL0218
 EL0218_MARKER: DB = BENCH MARK DISK
 EL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0218_STAMPING: Q 56 1934
 EL0218_MARK LOGO: CGS
 EL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0218+STABILITY: SURFACE MOTION
 EL0218
 EL0218  HISTORY     - Date     Condition        Report By
 EL0218  HISTORY     - 1934     MONUMENTED       CGS
 EL0218
 EL0218                          STATION DESCRIPTION
 EL0218
 EL0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0218'3.7 MI E FROM SULPHUR.
 EL0218'3.7 MILES EAST OF STL. AND SF. RR. STATION AT SULPHUR 54 FEET
 EL0218'NORTH OF NEAREST RAIL OF SAINT LOUIS AND SAN FRANCISCO RAILWAY
 EL0218'TRACK.  39 FEET EAST OF THE FIFTH POLE WEST OF MILE POST 576.  24
 EL0218'FEET WEST OF THE CENTER LINE OF SECTION LINE ROAD.  INSIDE OF
 EL0218'RAILROAD PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0073 ***********************************************************************
 FJ0073  DESIGNATION -  Q 58
 FJ0073  PID         -  FJ0073
 FJ0073  STATE/COUNTY-  OK/HUGHES
 FJ0073  COUNTRY     -  US
 FJ0073  USGS QUAD   -  WELEETKA (2018)
 FJ0073
 FJ0073                         *CURRENT SURVEY CONTROL
 FJ0073  ______________________________________________________________________
 FJ0073* NAD 83(1986) POSITION- 35 17 16.     (N) 096 09 56.     (W)   SCALED
 FJ0073* NAVD 88 ORTHO HEIGHT -   226.069 (meters)      741.69  (feet) ADJUSTED
 FJ0073  ______________________________________________________________________
 FJ0073  GEOID HEIGHT    -        -28.751 (meters)                     GEOID18
 FJ0073  DYNAMIC HEIGHT  -        225.852 (meters)      740.98  (feet) COMP
 FJ0073  MODELED GRAVITY -    979,670.6   (mgal)                       NAVD 88
 FJ0073
 FJ0073  VERT ORDER      -  SECOND    CLASS 0
 FJ0073
 FJ0073.The horizontal coordinates were scaled from a map and have
 FJ0073.an estimated accuracy of +/- 6 seconds.
 FJ0073
 FJ0073.The orthometric height was determined by differential leveling and
 FJ0073.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0073.in June 1991.
 FJ0073
 FJ0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0073.GEOID18 height accuracy estimate available here.
 FJ0073
 FJ0073.Click photographs - Photos may exist for this station.
 FJ0073
 FJ0073.The dynamic height is computed by dividing the NAVD 88
 FJ0073.geopotential number by the normal gravity value computed on the
 FJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0073.degrees latitude (g = 980.6199 gals.).
 FJ0073
 FJ0073.The modeled gravity was interpolated from observed gravity values.
 FJ0073
 FJ0073;                    North         East    Units  Estimated Accuracy
 FJ0073;SPC OK S     -   218,320.      766,870.      MT  (+/- 180 meters Scaled)
 FJ0073
 FJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE577086(NAD 83)
 FJ0073
 FJ0073                          SUPERSEDED SURVEY CONTROL
 FJ0073
 FJ0073  NGVD 29 (??/??/92)  225.955  (m)          741.32   (f) ADJ UNCH    2 0
 FJ0073
 FJ0073.Superseded values are not recommended for survey control.
 FJ0073
 FJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0073.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0073
 FJ0073_MARKER: DB = BENCH MARK DISK
 FJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0073_STAMPING: Q 58 1934
 FJ0073_MARK LOGO: CGS
 FJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0073+STABILITY: SURFACE MOTION
 FJ0073
 FJ0073  HISTORY     - Date     Condition        Report By
 FJ0073  HISTORY     - 1934     MONUMENTED       CGS
 FJ0073  HISTORY     - 1964     POOR             USGS
 FJ0073
 FJ0073                          STATION DESCRIPTION
 FJ0073
 FJ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0073'3.4 MI SW FROM WELEETKA.
 FJ0073'3.4 MILES SOUTHWEST OF STL AND SF RR. STATION AT WELETKA 450
 FJ0073'FEET SOUTH OF SAINT LOUIS AND SAN FRANCISCO RAILWAY OVERPASS
 FJ0073'498.1, OVER SECTION LINE ROAD.  37 FEET NORTH OF MILE POST
 FJ0073'498/10.  35 FEET EAST OF THE NEAREST RAIL OF TRACK.  8 FEET
 FJ0073'WEST OF PROPERTY LINE FENCE.
 FJ0073
 FJ0073                          STATION RECOVERY (1964)
 FJ0073
 FJ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0073'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0498 ***********************************************************************
 FH0498  DESIGNATION -  Q 59
 FH0498  PID         -  FH0498
 FH0498  STATE/COUNTY-  OK/MUSKOGEE
 FH0498  COUNTRY     -  US
 FH0498  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0498
 FH0498                         *CURRENT SURVEY CONTROL
 FH0498  ______________________________________________________________________
 FH0498* NAD 83(1986) POSITION- 35 47 01.     (N) 095 16 05.     (W)   SCALED
 FH0498* NAVD 88 ORTHO HEIGHT -   156.674 (meters)      514.02  (feet) ADJUSTED
 FH0498  ______________________________________________________________________
 FH0498  GEOID HEIGHT    -        -29.403 (meters)                     GEOID18
 FH0498  DYNAMIC HEIGHT  -        156.534 (meters)      513.56  (feet) COMP
 FH0498  MODELED GRAVITY -    979,736.0   (mgal)                       NAVD 88
 FH0498
 FH0498  VERT ORDER      -  SECOND    CLASS 0
 FH0498
 FH0498.The horizontal coordinates were scaled from a map and have
 FH0498.an estimated accuracy of +/- 6 seconds.
 FH0498
 FH0498.The orthometric height was determined by differential leveling and
 FH0498.adjusted by the NATIONAL GEODETIC SURVEY
 FH0498.in June 1991.
 FH0498
 FH0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0498.GEOID18 height accuracy estimate available here.
 FH0498
 FH0498.Click photographs - Photos may exist for this station.
 FH0498
 FH0498.The dynamic height is computed by dividing the NAVD 88
 FH0498.geopotential number by the normal gravity value computed on the
 FH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0498.degrees latitude (g = 980.6199 gals.).
 FH0498
 FH0498.The modeled gravity was interpolated from observed gravity values.
 FH0498
 FH0498;                    North         East    Units  Estimated Accuracy
 FH0498;SPC OK N     -    90,420.      846,950.      MT  (+/- 180 meters Scaled)
 FH0498
 FH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV950623(NAD 83)
 FH0498
 FH0498                          SUPERSEDED SURVEY CONTROL
 FH0498
 FH0498  NGVD 29 (??/??/92)  156.564  (m)          513.66   (f) ADJ UNCH    2 0
 FH0498
 FH0498.Superseded values are not recommended for survey control.
 FH0498
 FH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0498.See file dsdata.pdf to determine how the superseded data were derived.
 FH0498
 FH0498_MARKER: DB = BENCH MARK DISK
 FH0498_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0498_STAMPING: Q 59 1934
 FH0498_MARK LOGO: CGS
 FH0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0498
 FH0498  HISTORY     - Date     Condition        Report By
 FH0498  HISTORY     - 1934     MONUMENTED       CGS
 FH0498  HISTORY     - 1960     GOOD             CGS
 FH0498  HISTORY     - 20231019 MARK NOT FOUND   OKDOT
 FH0498
 FH0498                          STATION DESCRIPTION
 FH0498
 FH0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0498'2.3 MI SW FROM FORT GIBSON.
 FH0498'2.3 MILES SOUTHWEST OF M-P RR. STATION AT FORT GIBSON 175
 FH0498'FEET SOUTHEAST OF MILE POLE 448/25.  45 FEET SOUTH OF NEAREST
 FH0498'RAIL OF MAIN TRACK OF ST. LOUIS AND SAN FRANCISCO RAILROAD,
 FH0498'AT MABLE SIDING.  42 FEET NORTH OF CENTER LINE OF UNITED
 FH0498'STATES HIGHWAY 62.  NOTE-- THIS MARK RECOVERED NEAR THE SOUTHWEST
 FH0498'POINT OF PARALLEL OF HIGHWAY 62 AND RAILROAD ABOUT 116 FEET
 FH0498'NORTHEAST OF A CONCRETE CULVERT ON NORTHWEST SIDE OF THE HIGHWAY
 FH0498'AND 9 FEET NORTHEAST OF THE POLE.
 FH0498
 FH0498                          STATION RECOVERY (1960)
 FH0498
 FH0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0498'RECOVERED IN GOOD CONDITION.
 FH0498
 FH0498                          STATION RECOVERY (2023)
 FH0498
 FH0498'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MWF)
 FH0498'WE SEARCHED USING A RTN NETWORK GPS. THE AREA THAT FITS THE 1960 DESC
 FH0498'IS 0.5 FEET TO 1 FOOT LOWER THAN THE BM ELEVATION. I BELIEVE THIS
 FH0498'MONUMENT HAS BEEN TORN OUT OR AT LEAST BEEN MADE UNUSABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0031 ***********************************************************************
 FJ0031  DESIGNATION -  Q 6
 FJ0031  PID         -  FJ0031
 FJ0031  STATE/COUNTY-  OK/HUGHES
 FJ0031  COUNTRY     -  US
 FJ0031  USGS QUAD   -  CARSON (2018)
 FJ0031
 FJ0031                         *CURRENT SURVEY CONTROL
 FJ0031  ______________________________________________________________________
 FJ0031* NAD 83(1986) POSITION- 35 14 18.     (N) 096 01 32.     (W)   SCALED
 FJ0031* NAVD 88 ORTHO HEIGHT -   228.612 (meters)      750.04  (feet) ADJUSTED
 FJ0031  ______________________________________________________________________
 FJ0031  GEOID HEIGHT    -        -29.093 (meters)                     GEOID18
 FJ0031  DYNAMIC HEIGHT  -        228.391 (meters)      749.31  (feet) COMP
 FJ0031  MODELED GRAVITY -    979,659.7   (mgal)                       NAVD 88
 FJ0031
 FJ0031  VERT ORDER      -  FIRST     CLASS II
 FJ0031
 FJ0031.The horizontal coordinates were scaled from a map and have
 FJ0031.an estimated accuracy of +/- 6 seconds.
 FJ0031
 FJ0031.The orthometric height was determined by differential leveling and
 FJ0031.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0031.in June 1991.
 FJ0031
 FJ0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0031.GEOID18 height accuracy estimate available here.
 FJ0031
 FJ0031.Click photographs - Photos may exist for this station.
 FJ0031
 FJ0031.The dynamic height is computed by dividing the NAVD 88
 FJ0031.geopotential number by the normal gravity value computed on the
 FJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0031.degrees latitude (g = 980.6199 gals.).
 FJ0031
 FJ0031.The modeled gravity was interpolated from observed gravity values.
 FJ0031
 FJ0031;                    North         East    Units  Estimated Accuracy
 FJ0031;SPC OK S     -   213,070.      779,710.      MT  (+/- 180 meters Scaled)
 FJ0031
 FJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE706035(NAD 83)
 FJ0031
 FJ0031                          SUPERSEDED SURVEY CONTROL
 FJ0031
 FJ0031  NGVD 29 (??/??/92)  228.498  (m)          749.66   (f) ADJ UNCH    1 2
 FJ0031
 FJ0031.Superseded values are not recommended for survey control.
 FJ0031
 FJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0031.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0031
 FJ0031_MARKER: DB = BENCH MARK DISK
 FJ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0031_STAMPING: Q 6 1933
 FJ0031_MARK LOGO: CGS
 FJ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0031+STABILITY: SURFACE MOTION
 FJ0031
 FJ0031  HISTORY     - Date     Condition        Report By
 FJ0031  HISTORY     - 1933     MONUMENTED       CGS
 FJ0031  HISTORY     - 1934     GOOD             CGS
 FJ0031
 FJ0031                          STATION DESCRIPTION
 FJ0031
 FJ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0031'2.3 MI E FROM DUSTIN.
 FJ0031'2.3 MILES E. OF DUSTIN, ON THE FT. S. AND W.R.R., AT MILE POLE
 FJ0031'NO 106 PLUS 11 1/2 POLES, AT THE E. END OF A SIDING SWITCH, 50
 FJ0031'FEET S. OF THE RAILROAD, 200 FEET N. OF A RED ROOFED BARN.  A
 FJ0031'STANDARD DISK SET IN A CONCRETE POST.
 FJ0031
 FJ0031                          STATION RECOVERY (1934)
 FJ0031
 FJ0031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0683 ***********************************************************************
 FH0683  DESIGNATION -  Q 60
 FH0683  PID         -  FH0683
 FH0683  STATE/COUNTY-  OK/MCINTOSH
 FH0683  COUNTRY     -  US
 FH0683  USGS QUAD   -  CHECOTAH (2018)
 FH0683
 FH0683                         *CURRENT SURVEY CONTROL
 FH0683  ______________________________________________________________________
 FH0683* NAD 83(1986) POSITION- 35 28 13.14   (N) 095 31 23.16   (W)   HD_HELD1
 FH0683* NAVD 88 ORTHO HEIGHT -   198.777 (meters)      652.15  (feet) ADJUSTED
 FH0683  ______________________________________________________________________
 FH0683  GEOID HEIGHT    -        -29.778 (meters)                     GEOID18
 FH0683  DYNAMIC HEIGHT  -        198.591 (meters)      651.54  (feet) COMP
 FH0683  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FH0683
 FH0683  VERT ORDER      -  FIRST     CLASS II
 FH0683
 FH0683.The horizontal coordinates were determined by differentially corrected
 FH0683.hand held GPS observations or other comparable positioning techniques
 FH0683.and have an estimated accuracy of +/- 3 meters.
 FH0683
 FH0683.The orthometric height was determined by differential leveling and
 FH0683.adjusted by the NATIONAL GEODETIC SURVEY
 FH0683.in June 1991.
 FH0683
 FH0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0683.GEOID18 height accuracy estimate available here.
 FH0683
 FH0683.Click photographs - Photos may exist for this station.
 FH0683
 FH0683.The dynamic height is computed by dividing the NAVD 88
 FH0683.geopotential number by the normal gravity value computed on the
 FH0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0683.degrees latitude (g = 980.6199 gals.).
 FH0683
 FH0683.The modeled gravity was interpolated from observed gravity values.
 FH0683
 FH0683;                    North         East    Units  Estimated Accuracy
 FH0683;SPC OK S     -   239,812.8     824,800.2     MT  (+/- 3 meters HH1 GPS) 
 FH0683
 FH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7106328127(NAD 83)
 FH0683
 FH0683                          SUPERSEDED SURVEY CONTROL
 FH0683
 FH0683  NGVD 29 (??/??/92)  198.674  (m)          651.82   (f) ADJ UNCH    1 2
 FH0683
 FH0683.Superseded values are not recommended for survey control.
 FH0683
 FH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0683.See file dsdata.pdf to determine how the superseded data were derived.
 FH0683
 FH0683_MARKER: DB = BENCH MARK DISK
 FH0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0683_SP_SET: BUILDING
 FH0683_STAMPING: Q 60 1934
 FH0683_MARK LOGO: CGS
 FH0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0683+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2014
 FH0683
 FH0683  HISTORY     - Date     Condition        Report By
 FH0683  HISTORY     - 1934     MONUMENTED       CGS
 FH0683  HISTORY     - 1960     GOOD             USGS
 FH0683  HISTORY     - 1984     GOOD             NGS
 FH0683  HISTORY     - 1988     GOOD             USPSQD
 FH0683  HISTORY     - 1989     GOOD             USPSQD
 FH0683  HISTORY     - 1990     GOOD             USPSQD
 FH0683  HISTORY     - 20041011 GOOD             GEOCAC
 FH0683  HISTORY     - 20120725 GOOD             GEOCAC
 FH0683  HISTORY     - 20141230 GOOD             GEOCAC
 FH0683
 FH0683                          STATION DESCRIPTION
 FH0683
 FH0683'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FH0683'AT CHECOTAH.
 FH0683'AT CHECOTAH, T. 12 N., R. 17 E., NEAR CORNER SECTIONS 4, 5, 32,
 FH0683'AND 33, NEAR THE CORNER OF BROADWAY AND TENTH STREETS (5.8 FEET
 FH0683'ABOVE THEIR X-ING), IN THE SOUTH FACE OF THE SQUARE LIMESTONE
 FH0683'PILLAR AT THE WEST END OF THE FIRST SECTION OF THE BUILDING,
 FH0683'AT THE OLD BANK BUILDING (NOW A REAL-ESTATE OFFICE), 12 FEET
 FH0683'NORTH OF THE CURB LINE OF TENTH STREET, AND 4 FEET ABOVE THE
 FH0683'SIDEWALK, A STANDARD DISK SET VERTICALLY AND STAMPED Q 60 1934.
 FH0683
 FH0683                          STATION RECOVERY (1984)
 FH0683
 FH0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0683'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN
 FH0683'CHECOTAH, IN THE NORTHWEST QUDRANT OF THE INTERSECTION OF BROADWAY AND
 FH0683'GENTRY STREET (PREVIOSLY 10TH STREET), SET VERTICALLY IN THE SOUTH
 FH0683'FACE OF THE WESTERNMOST LIMESTONE PILLAR OF THE OLD BANK BUILDING (NOW
 FH0683'OCCUPIED BY THE FUTRELL REAL ESTATE AND INSURANCE), AND 3.7 METERS
 FH0683'(12.0 FT) NORTH OF THE CURB OF GENTRY STREET.
 FH0683'THE MARK IS 1.2 M ABOVE SIDEWALK.
 FH0683
 FH0683                          STATION RECOVERY (1988)
 FH0683
 FH0683'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0683'RECOVERED IN GOOD CONDITION.
 FH0683
 FH0683                          STATION RECOVERY (1989)
 FH0683
 FH0683'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0683'RECOVERED IN GOOD CONDITION.
 FH0683
 FH0683                          STATION RECOVERY (1990)
 FH0683
 FH0683'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0683'RECOVERED IN GOOD CONDITION.
 FH0683
 FH0683                          STATION RECOVERY (2004)
 FH0683
 FH0683'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 FH0683'RECOVERED IN GOOD CONDITION.
 FH0683
 FH0683                          STATION RECOVERY (2012)
 FH0683
 FH0683'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH0683'RECOVERED IN GOOD CONDITION.
 FH0683
 FH0683                          STATION RECOVERY (2014)
 FH0683
 FH0683'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH0683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0455 ***********************************************************************
 DN0455  DESIGNATION -  Q 61
 DN0455  PID         -  DN0455
 DN0455  STATE/COUNTY-  OK/BRYAN
 DN0455  COUNTRY     -  US
 DN0455  USGS QUAD   -  PLATTER (2018)
 DN0455
 DN0455                         *CURRENT SURVEY CONTROL
 DN0455  ______________________________________________________________________
 DN0455* NAD 83(1986) POSITION- 33 54 43.     (N) 096 33 00.     (W)   SCALED
 DN0455* NAVD 88 ORTHO HEIGHT -   194.789 (meters)      639.07  (feet) ADJUSTED
 DN0455  ______________________________________________________________________
 DN0455  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 DN0455  DYNAMIC HEIGHT  -        194.583 (meters)      638.39  (feet) COMP
 DN0455  MODELED GRAVITY -    979,574.4   (mgal)                       NAVD 88
 DN0455
 DN0455  VERT ORDER      -  FIRST     CLASS II
 DN0455
 DN0455.The horizontal coordinates were scaled from a map and have
 DN0455.an estimated accuracy of +/- 6 seconds.
 DN0455
 DN0455.The orthometric height was determined by differential leveling and
 DN0455.adjusted by the NATIONAL GEODETIC SURVEY
 DN0455.in June 1991.
 DN0455
 DN0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0455.GEOID18 height accuracy estimate available here.
 DN0455
 DN0455.Click photographs - Photos may exist for this station.
 DN0455
 DN0455.The dynamic height is computed by dividing the NAVD 88
 DN0455.geopotential number by the normal gravity value computed on the
 DN0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0455.degrees latitude (g = 980.6199 gals.).
 DN0455
 DN0455.The modeled gravity was interpolated from observed gravity values.
 DN0455
 DN0455;                    North         East    Units  Estimated Accuracy
 DN0455;SPC OK S     -    65,150.      734,090.      MT  (+/- 180 meters Scaled)
 DN0455
 DN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC265550(NAD 83)
 DN0455
 DN0455                          SUPERSEDED SURVEY CONTROL
 DN0455
 DN0455  NGVD 29 (??/??/92)  194.763  (m)          638.98   (f) ADJ UNCH    1 2
 DN0455
 DN0455.Superseded values are not recommended for survey control.
 DN0455
 DN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0455.See file dsdata.pdf to determine how the superseded data were derived.
 DN0455
 DN0455_MARKER: DD = SURVEY DISK
 DN0455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0455_MAGNETIC: P = MARKER IS A STEEL PIPE
 DN0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0455
 DN0455  HISTORY     - Date     Condition        Report By
 DN0455  HISTORY     - UNK      MONUMENTED       USACE
 DN0455  HISTORY     - 1934     GOOD             CGS
 DN0455  HISTORY     - 1957     GOOD             USGS
 DN0455  HISTORY     - 1978     MARK NOT FOUND   USGS
 DN0455
 DN0455                          STATION DESCRIPTION
 DN0455
 DN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0455'0.9 MI W FROM PLATTER.
 DN0455'0.9 MILES WEST OF PLATTER ST. L. AND S. F. DEPOT AT MILE POST 622/30
 DN0455'AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  40 FEET SOUTH OF
 DN0455'THE TRACK.  35 FEET EAST OF THE CENTERLINE OF THE ROAD.
 DN0455
 DN0455                          STATION RECOVERY (1957)
 DN0455
 DN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DN0455'RECOVERED IN GOOD CONDITION.
 DN0455
 DN0455                          STATION RECOVERY (1978)
 DN0455
 DN0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DN0455'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0470 ***********************************************************************
 FH0470  DESIGNATION -  Q 61
 FH0470  PID         -  FH0470
 FH0470  STATE/COUNTY-  OK/WAGONER
 FH0470  COUNTRY     -  US
 FH0470  USGS QUAD   -  WAGONER WEST (2018)
 FH0470
 FH0470                         *CURRENT SURVEY CONTROL
 FH0470  ______________________________________________________________________
 FH0470* NAD 83(1986) POSITION- 35 57 21.     (N) 095 22 36.     (W)   SCALED
 FH0470* NAVD 88 ORTHO HEIGHT -   177.001 (meters)      580.71  (feet) ADJUSTED
 FH0470  ______________________________________________________________________
 FH0470  GEOID HEIGHT    -        -29.292 (meters)                     GEOID18
 FH0470  DYNAMIC HEIGHT  -        176.843 (meters)      580.19  (feet) COMP
 FH0470  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 FH0470
 FH0470  VERT ORDER      -  SECOND    CLASS 0
 FH0470
 FH0470.The horizontal coordinates were scaled from a map and have
 FH0470.an estimated accuracy of +/- 6 seconds.
 FH0470
 FH0470.The orthometric height was determined by differential leveling and
 FH0470.adjusted by the NATIONAL GEODETIC SURVEY
 FH0470.in June 1991.
 FH0470
 FH0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0470.GEOID18 height accuracy estimate available here.
 FH0470
 FH0470.Click photographs - Photos may exist for this station.
 FH0470
 FH0470.The dynamic height is computed by dividing the NAVD 88
 FH0470.geopotential number by the normal gravity value computed on the
 FH0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0470.degrees latitude (g = 980.6199 gals.).
 FH0470
 FH0470.The modeled gravity was interpolated from observed gravity values.
 FH0470
 FH0470;                    North         East    Units  Estimated Accuracy
 FH0470;SPC OK N     -   109,250.      836,620.      MT  (+/- 180 meters Scaled)
 FH0470
 FH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV856816(NAD 83)
 FH0470
 FH0470                          SUPERSEDED SURVEY CONTROL
 FH0470
 FH0470  NGVD 29 (??/??/92)  176.888  (m)          580.34   (f) ADJ UNCH    2 0
 FH0470
 FH0470.Superseded values are not recommended for survey control.
 FH0470
 FH0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0470.See file dsdata.pdf to determine how the superseded data were derived.
 FH0470
 FH0470_MARKER: DB = BENCH MARK DISK
 FH0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0470_STAMPING: Q 61 1934
 FH0470_MARK LOGO: CGS
 FH0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0470+STABILITY: SURFACE MOTION
 FH0470
 FH0470  HISTORY     - Date     Condition        Report By
 FH0470  HISTORY     - 1934     MONUMENTED       CGS
 FH0470  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0470
 FH0470                          STATION DESCRIPTION
 FH0470
 FH0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0470'AT WAGONER.
 FH0470'0.2 MILE SOUTH OF MISSOURI-KANSAS AND TEXAS RAILWAY STATION
 FH0470'AT WAGONER.  150 FEET NORTH OF MISSOURI-PACIFIC RAILWAY STATION,
 FH0470'AT WAGONER.  126 FEET EAST OF RAILWAY SIGNAL TOWER.  60 FEET
 FH0470'WEST OF MAIN STREET.
 FH0470
 FH0470                          STATION RECOVERY (1973)
 FH0470
 FH0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0284 ***********************************************************************
 GG0284  DESIGNATION -  Q 62
 GG0284  PID         -  GG0284
 GG0284  STATE/COUNTY-  OK/CRAIG
 GG0284  COUNTRY     -  US
 GG0284  USGS QUAD   -  BIG CABIN (2019)
 GG0284
 GG0284                         *CURRENT SURVEY CONTROL
 GG0284  ______________________________________________________________________
 GG0284* NAD 83(1986) POSITION- 36 31 15.     (N) 095 14 04.     (W)   SCALED
 GG0284* NAVD 88 ORTHO HEIGHT -   213.988 (meters)      702.06  (feet) ADJUSTED
 GG0284  ______________________________________________________________________
 GG0284  GEOID HEIGHT    -        -29.261 (meters)                     GEOID18
 GG0284  DYNAMIC HEIGHT  -        213.808 (meters)      701.47  (feet) COMP
 GG0284  MODELED GRAVITY -    979,785.1   (mgal)                       NAVD 88
 GG0284
 GG0284  VERT ORDER      -  SECOND    CLASS 0
 GG0284
 GG0284.The horizontal coordinates were scaled from a map and have
 GG0284.an estimated accuracy of +/- 6 seconds.
 GG0284
 GG0284.The orthometric height was determined by differential leveling and
 GG0284.adjusted by the NATIONAL GEODETIC SURVEY
 GG0284.in June 1991.
 GG0284
 GG0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0284.GEOID18 height accuracy estimate available here.
 GG0284
 GG0284.Click photographs - Photos may exist for this station.
 GG0284
 GG0284.The dynamic height is computed by dividing the NAVD 88
 GG0284.geopotential number by the normal gravity value computed on the
 GG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0284.degrees latitude (g = 980.6199 gals.).
 GG0284
 GG0284.The modeled gravity was interpolated from observed gravity values.
 GG0284
 GG0284;                    North         East    Units  Estimated Accuracy
 GG0284;SPC OK N     -   172,270.      847,660.      MT  (+/- 180 meters Scaled)
 GG0284
 GG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA999440(NAD 83)
 GG0284
 GG0284                          SUPERSEDED SURVEY CONTROL
 GG0284
 GG0284  NGVD 29 (??/??/92)  213.872  (m)          701.68   (f) ADJ UNCH    2 0
 GG0284
 GG0284.Superseded values are not recommended for survey control.
 GG0284
 GG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0284.See file dsdata.pdf to determine how the superseded data were derived.
 GG0284
 GG0284_MARKER: DB = BENCH MARK DISK
 GG0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0284_STAMPING: Q 62 1934
 GG0284_MARK LOGO: CGS
 GG0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0284+STABILITY: SURFACE MOTION
 GG0284
 GG0284  HISTORY     - Date     Condition        Report By
 GG0284  HISTORY     - 1934     MONUMENTED       CGS
 GG0284  HISTORY     - 1960     GOOD             CGS
 GG0284
 GG0284                          STATION DESCRIPTION
 GG0284
 GG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0284'1.3 MI S FROM BIG CABIN.
 GG0284'THIS MARK RECOVERED 0.2 MILE SOUTH OF A SECTION-LINE ROAD
 GG0284'CROSSING, 0.1 MILE SOUTH OF MILEPOST 448, 95 FEET WEST OF THE
 GG0284'NEAREST RAIL AND ABOUT 46 FEET EAST OF THE CENTERLINE OF U.S.
 GG0284'HIGHWAY 69.  MARK PROJECTS ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0519 ***********************************************************************
 EK0519  DESIGNATION -  Q 62
 EK0519  PID         -  EK0519
 EK0519  STATE/COUNTY-  OK/CHOCTAW
 EK0519  COUNTRY     -  US
 EK0519  USGS QUAD   -  BOSWELL (2018)
 EK0519
 EK0519                         *CURRENT SURVEY CONTROL
 EK0519  ______________________________________________________________________
 EK0519* NAD 83(1986) POSITION- 34 01 29.     (N) 095 52 08.     (W)   SCALED
 EK0519* NAVD 88 ORTHO HEIGHT -   181.898 (meters)      596.78  (feet) ADJUSTED
 EK0519  ______________________________________________________________________
 EK0519  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 EK0519  DYNAMIC HEIGHT  -        181.707 (meters)      596.15  (feet) COMP
 EK0519  MODELED GRAVITY -    979,578.1   (mgal)                       NAVD 88
 EK0519
 EK0519  VERT ORDER      -  FIRST     CLASS II
 EK0519
 EK0519.The horizontal coordinates were scaled from a map and have
 EK0519.an estimated accuracy of +/- 6 seconds.
 EK0519
 EK0519.The orthometric height was determined by differential leveling and
 EK0519.adjusted by the NATIONAL GEODETIC SURVEY
 EK0519.in June 1991.
 EK0519
 EK0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0519.GEOID18 height accuracy estimate available here.
 EK0519
 EK0519.Click photographs - Photos may exist for this station.
 EK0519
 EK0519.The dynamic height is computed by dividing the NAVD 88
 EK0519.geopotential number by the normal gravity value computed on the
 EK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0519.degrees latitude (g = 980.6199 gals.).
 EK0519
 EK0519.The modeled gravity was interpolated from observed gravity values.
 EK0519
 EK0519;                    North         East    Units  Estimated Accuracy
 EK0519;SPC OK S     -    78,770.      796,810.      MT  (+/- 180 meters Scaled)
 EK0519
 EK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT350686(NAD 83)
 EK0519
 EK0519                          SUPERSEDED SURVEY CONTROL
 EK0519
 EK0519  NGVD 29 (??/??/92)  181.833  (m)          596.56   (f) ADJ UNCH    1 2
 EK0519
 EK0519.Superseded values are not recommended for survey control.
 EK0519
 EK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0519.See file dsdata.pdf to determine how the superseded data were derived.
 EK0519
 EK0519_MARKER: DB = BENCH MARK DISK
 EK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0519_STAMPING: Q 62 1934
 EK0519_MARK LOGO: CGS
 EK0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0519+STABILITY: SURFACE MOTION
 EK0519
 EK0519  HISTORY     - Date     Condition        Report By
 EK0519  HISTORY     - 1934     MONUMENTED       CGS
 EK0519  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0519  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0519
 EK0519                          STATION DESCRIPTION
 EK0519
 EK0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0519'AT BOSWELL.
 EK0519'AT BOSWELL ST. LSFRR DEPOT 200 FEET WEST OF THE ST. LOUIS AND
 EK0519'SAN FRANCISCO RAILROAD DEPOT AND AT ST. LOUIS AND SAN FRANCISCO
 EK0519'RAILROAD CROSSING.
 EK0519
 EK0519                          STATION RECOVERY (1967)
 EK0519
 EK0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0519'MARK NOT FOUND.
 EK0519
 EK0519                          STATION RECOVERY (1986)
 EK0519
 EK0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0362 ***********************************************************************
 GG0362  DESIGNATION -  Q 63
 GG0362  PID         -  GG0362
 GG0362  STATE/COUNTY-  OK/MAYES
 GG0362  COUNTRY     -  US
 GG0362  USGS QUAD   -  SALINA SE (2019)
 GG0362
 GG0362                         *CURRENT SURVEY CONTROL
 GG0362  ______________________________________________________________________
 GG0362* NAD 83(1986) POSITION- 36 19 45.     (N) 095 05 43.     (W)   SCALED
 GG0362* NAVD 88 ORTHO HEIGHT -   269.499 (meters)      884.18  (feet) ADJUSTED
 GG0362  ______________________________________________________________________
 GG0362  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 GG0362  DYNAMIC HEIGHT  -        269.267 (meters)      883.42  (feet) COMP
 GG0362  MODELED GRAVITY -    979,764.7   (mgal)                       NAVD 88
 GG0362
 GG0362  VERT ORDER      -  SECOND    CLASS 0
 GG0362
 GG0362.The horizontal coordinates were scaled from a map and have
 GG0362.an estimated accuracy of +/- 6 seconds.
 GG0362
 GG0362.The orthometric height was determined by differential leveling and
 GG0362.adjusted by the NATIONAL GEODETIC SURVEY
 GG0362.in June 1991.
 GG0362
 GG0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0362.GEOID18 height accuracy estimate available here.
 GG0362
 GG0362.Click photographs - Photos may exist for this station.
 GG0362
 GG0362.The dynamic height is computed by dividing the NAVD 88
 GG0362.geopotential number by the normal gravity value computed on the
 GG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0362.degrees latitude (g = 980.6199 gals.).
 GG0362
 GG0362.The modeled gravity was interpolated from observed gravity values.
 GG0362
 GG0362;                    North         East    Units  Estimated Accuracy
 GG0362;SPC OK N     -   151,380.      860,760.      MT  (+/- 180 meters Scaled)
 GG0362
 GG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA119224(NAD 83)
 GG0362
 GG0362                          SUPERSEDED SURVEY CONTROL
 GG0362
 GG0362  NGVD 29 (??/??/92)  269.378  (m)          883.78   (f) ADJ UNCH    2 0
 GG0362
 GG0362.Superseded values are not recommended for survey control.
 GG0362
 GG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0362.See file dsdata.pdf to determine how the superseded data were derived.
 GG0362
 GG0362_MARKER: DB = BENCH MARK DISK
 GG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0362_STAMPING: Q 63 1934
 GG0362_MARK LOGO: CGS
 GG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0362+STABILITY: SURFACE MOTION
 GG0362
 GG0362  HISTORY     - Date     Condition        Report By
 GG0362  HISTORY     - 1934     MONUMENTED       CGS
 GG0362  HISTORY     - 1960     GOOD             CGS
 GG0362
 GG0362                          STATION DESCRIPTION
 GG0362
 GG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0362'4.7 MI NE FROM SALINA.
 GG0362'THIS MARK WAS RECOVERED ABOUT 48 FEET NORTH OF THE CENTERLINE OF
 GG0362'THE HIGHWAY, 33 FEET WEST OF THE CENTELINE OF THE SECTION-LINE
 GG0362'ROAD AND ABOUT 6 1/2 FEET SOUTHWEST OF A POWER LINE POLE.  IT WAS
 GG0362'ORIGINALLY DESCRIBED AS BEING SOUTH OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0310 ***********************************************************************
 GG0310  DESIGNATION -  Q 64
 GG0310  PID         -  GG0310
 GG0310  STATE/COUNTY-  OK/CRAIG
 GG0310  COUNTRY     -  US
 GG0310  USGS QUAD   -  WELCH SOUTH (2019)
 GG0310
 GG0310                         *CURRENT SURVEY CONTROL
 GG0310  ______________________________________________________________________
 GG0310* NAD 83(2011) POSITION- 36 47 52.74688(N) 095 04 29.13728(W)   ADJUSTED
 GG0310* NAD 83(2011) ELLIP HT-   206.073 (meters)        (01/10/24)   ADJUSTED
 GG0310* NAD 83(2011) EPOCH   -  2010.00
 GG0310* NAVD 88 ORTHO HEIGHT -   235.451 (meters)      772.48  (feet) ADJUSTED
 GG0310  ______________________________________________________________________
 GG0310  GEOID HEIGHT    -        -29.406 (meters)                     GEOID18
 GG0310  NAD 83(2011) X  -   -452,327.767 (meters)                     COMP
 GG0310  NAD 83(2011) Y  - -5,093,573.744 (meters)                     COMP
 GG0310  NAD 83(2011) Z  -  3,799,588.448 (meters)                     COMP
 GG0310  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 GG0310  DYNAMIC HEIGHT  -        235.257 (meters)      771.84  (feet) COMP
 GG0310  MODELED GRAVITY -    979,805.3   (mgal)                       NAVD 88
 GG0310
 GG0310  VERT ORDER      -  SECOND    CLASS 0
 GG0310
 GG0310  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0310  Standards:
 GG0310         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0310            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0310  -------------------------------------------------------------------
 GG0310  NETWORK    0.91   1.69           0.40   0.34   0.86     -0.03815553
 GG0310  -------------------------------------------------------------------
 GG0310  Click here for local accuracies and other accuracy information.
 GG0310
 GG0310.The horizontal coordinates were established by GPS observations
 GG0310.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0310
 GG0310.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0310.been affixed to the stable North American tectonic plate. See 
 GG0310.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0310
 GG0310.The horizontal coordinates are valid at the epoch date displayed above
 GG0310.which is a decimal equivalence of Year/Month/Day.
 GG0310
 GG0310.The orthometric height was determined by differential leveling and
 GG0310.adjusted by the NATIONAL GEODETIC SURVEY
 GG0310.in June 1991.
 GG0310
 GG0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0310.GEOID18 height accuracy estimate available here.
 GG0310
 GG0310.Click photographs - Photos may exist for this station.
 GG0310
 GG0310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0310
 GG0310.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0310
 GG0310.The ellipsoidal height was determined by GPS observations
 GG0310.and is referenced to NAD 83.
 GG0310
 GG0310.The dynamic height is computed by dividing the NAVD 88
 GG0310.geopotential number by the normal gravity value computed on the
 GG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0310.degrees latitude (g = 980.6199 gals.).
 GG0310
 GG0310.The modeled gravity was interpolated from observed gravity values.
 GG0310
 GG0310. The following values were computed from the NAD 83(2011) position.
 GG0310
 GG0310;                    North         East     Units Scale Factor Converg.
 GG0310;SPC OK N     -   203,431.452   861,029.722   MT  1.00000586   +1 43 34.8
 GG0310;SPC OK N     -   667,424.69  2,824,895.01   sFT  1.00000586   +1 43 34.8
 GG0310;UTM  15      - 4,074,470.586   314,897.230   MT  1.00002212   -1 14 35.2
 GG0310
 GG0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0310!SPC OK N     -   0.99996766  x   1.00000586  =   0.99997352
 GG0310!UTM  15      -   0.99996766  x   1.00002212  =   0.99998978
 GG0310
 GG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1489774470(NAD 83)
 GG0310
 GG0310                          SUPERSEDED SURVEY CONTROL
 GG0310
 GG0310  NGVD 29 (??/??/92)  235.337  (m)          772.10   (f) ADJ UNCH    2 0
 GG0310
 GG0310.Superseded values are not recommended for survey control.
 GG0310
 GG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0310.See file dsdata.pdf to determine how the superseded data were derived.
 GG0310
 GG0310_MARKER: DB = BENCH MARK DISK
 GG0310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0310_SP_SET: CULVERT HEADWALL
 GG0310_STAMPING: Q 64 1934
 GG0310_MARK LOGO: CGS
 GG0310_PROJECTION: FLUSH
 GG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0310+STABILITY: SURFACE MOTION
 GG0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0310+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2023
 GG0310
 GG0310  HISTORY     - Date     Condition        Report By
 GG0310  HISTORY     - 1934     MONUMENTED       CGS
 GG0310  HISTORY     - 20160723 GOOD             OKDOT
 GG0310  HISTORY     - 20231218 GOOD             OKDOT
 GG0310
 GG0310                          STATION DESCRIPTION
 GG0310
 GG0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0310'AT BLUE JACKET.
 GG0310'120 FEET SOUTH OF MISSOURI-KANSAS AND TEXAS RAILWAY SEMAPHORE
 GG0310'426.8.  12 FEET WEST OF NEAREST RAIL OF TRACK.  ON SOUTHWEST
 GG0310'CORNER OF A CONCRETE CULVERT.
 GG0310
 GG0310                          STATION RECOVERY (2016)
 GG0310
 GG0310'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0310'AS DESCRIBED HEAVY TREE COVERAGE TO THE WEST OF MONUMENT MAKES THIS
 GG0310'NOT SUITABLE FOR GPS OBSERVATION.
 GG0310
 GG0310                          STATION RECOVERY (2023)
 GG0310
 GG0310'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0310'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0345 ***********************************************************************
 DM0345  DESIGNATION -  Q 65
 DM0345  PID         -  DM0345
 DM0345  STATE/COUNTY-  OK/MCCURTAIN
 DM0345  COUNTRY     -  US
 DM0345  USGS QUAD   -  BOKHOMA (2019)
 DM0345
 DM0345                         *CURRENT SURVEY CONTROL
 DM0345  ______________________________________________________________________
 DM0345* NAD 83(1986) POSITION- 33 48 15.     (N) 094 31 02.     (W)   SCALED
 DM0345* NAVD 88 ORTHO HEIGHT -   123.240 (meters)      404.33  (feet) ADJUSTED
 DM0345  ______________________________________________________________________
 DM0345  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 DM0345  DYNAMIC HEIGHT  -        123.114 (meters)      403.92  (feet) COMP
 DM0345  MODELED GRAVITY -    979,609.5   (mgal)                       NAVD 88
 DM0345
 DM0345  VERT ORDER      -  FIRST     CLASS II
 DM0345
 DM0345.The horizontal coordinates were scaled from a map and have
 DM0345.an estimated accuracy of +/- 6 seconds.
 DM0345
 DM0345.The orthometric height was determined by differential leveling and
 DM0345.adjusted by the NATIONAL GEODETIC SURVEY
 DM0345.in June 1991.
 DM0345
 DM0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0345.GEOID18 height accuracy estimate available here.
 DM0345
 DM0345.Click photographs - Photos may exist for this station.
 DM0345
 DM0345.The dynamic height is computed by dividing the NAVD 88
 DM0345.geopotential number by the normal gravity value computed on the
 DM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0345.degrees latitude (g = 980.6199 gals.).
 DM0345
 DM0345.The modeled gravity was interpolated from observed gravity values.
 DM0345
 DM0345;                    North         East    Units  Estimated Accuracy
 DM0345;SPC OK S     -    57,790.      922,440.      MT  (+/- 180 meters Scaled)
 DM0345
 DM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT595414(NAD 83)
 DM0345
 DM0345                          SUPERSEDED SURVEY CONTROL
 DM0345
 DM0345  NGVD 29 (??/??/92)  123.231  (m)          404.30   (f) ADJ UNCH    1 2
 DM0345
 DM0345.Superseded values are not recommended for survey control.
 DM0345
 DM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0345.See file dsdata.pdf to determine how the superseded data were derived.
 DM0345
 DM0345_MARKER: DB = BENCH MARK DISK
 DM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0345_STAMPING: Q 65 1934
 DM0345_MARK LOGO: CGS
 DM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0345+STABILITY: SURFACE MOTION
 DM0345
 DM0345  HISTORY     - Date     Condition        Report By
 DM0345  HISTORY     - 1934     MONUMENTED       CGS
 DM0345  HISTORY     - 1944     GOOD             SLSFRR
 DM0345  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0345
 DM0345                          STATION DESCRIPTION
 DM0345
 DM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0345'8.4 MI E FROM HAWORTH.
 DM0345'8.4 MI. E OF HAWORTH.  30 FEET EAST OF MILEPOST 622 ALONG THE ST.
 DM0345'LOUIS AND SAN FRANCISCO RAILROAD.  50 FEET SOUTH OF THE TRACK.  4 FEET
 DM0345'NORTHWEST OF TELEPHONE POLE IN FENCE LINE.
 DM0345
 DM0345                          STATION RECOVERY (1944)
 DM0345
 DM0345'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0345'RECOVERED IN GOOD CONDITION.
 DM0345
 DM0345                          STATION RECOVERY (1986)
 DM0345
 DM0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0431 ***********************************************************************
 EK0431  DESIGNATION -  Q 66
 EK0431  PID         -  EK0431
 EK0431  STATE/COUNTY-  OK/LE FLORE
 EK0431  COUNTRY     -  US
 EK0431  USGS QUAD   -  ALBION (2019)
 EK0431
 EK0431                         *CURRENT SURVEY CONTROL
 EK0431  ______________________________________________________________________
 EK0431* NAD 83(1986) POSITION- 34 44 58.     (N) 095 03 16.     (W)   SCALED
 EK0431* NAVD 88 ORTHO HEIGHT -   206.997 (meters)      679.12  (feet) ADJUSTED
 EK0431  ______________________________________________________________________
 EK0431  GEOID HEIGHT    -        -31.736 (meters)                     GEOID18
 EK0431  DYNAMIC HEIGHT  -        206.776 (meters)      678.40  (feet) COMP
 EK0431  MODELED GRAVITY -    979,565.4   (mgal)                       NAVD 88
 EK0431
 EK0431  VERT ORDER      -  SECOND    CLASS 0
 EK0431
 EK0431.The horizontal coordinates were scaled from a map and have
 EK0431.an estimated accuracy of +/- 6 seconds.
 EK0431
 EK0431.The orthometric height was determined by differential leveling and
 EK0431.adjusted by the NATIONAL GEODETIC SURVEY
 EK0431.in June 1991.
 EK0431
 EK0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0431.GEOID18 height accuracy estimate available here.
 EK0431
 EK0431.Click photographs - Photos may exist for this station.
 EK0431
 EK0431.The dynamic height is computed by dividing the NAVD 88
 EK0431.geopotential number by the normal gravity value computed on the
 EK0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0431.degrees latitude (g = 980.6199 gals.).
 EK0431
 EK0431.The modeled gravity was interpolated from observed gravity values.
 EK0431
 EK0431;                    North         East    Units  Estimated Accuracy
 EK0431;SPC OK S     -   161,020.      869,660.      MT  (+/- 180 meters Scaled)
 EK0431
 EK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU119471(NAD 83)
 EK0431
 EK0431                          SUPERSEDED SURVEY CONTROL
 EK0431
 EK0431  NGVD 29 (??/??/92)  206.886  (m)          678.76   (f) ADJ UNCH    2 0
 EK0431
 EK0431.Superseded values are not recommended for survey control.
 EK0431
 EK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0431.See file dsdata.pdf to determine how the superseded data were derived.
 EK0431
 EK0431_MARKER: DB = BENCH MARK DISK
 EK0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0431_SP_SET: ABUTMENT
 EK0431_STAMPING: Q 66 1934
 EK0431_MARK LOGO: CGS
 EK0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0431+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 EK0431
 EK0431  HISTORY     - Date     Condition        Report By
 EK0431  HISTORY     - 1934     MONUMENTED       CGS
 EK0431  HISTORY     - 1959     GOOD             CGS
 EK0431  HISTORY     - 20060710 GOOD             OKDOT
 EK0431
 EK0431                          STATION DESCRIPTION
 EK0431
 EK0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0431'AT TALIHINA.
 EK0431'AT THE SOUTH EDGE OF TALIHINA, LE FLORE COUNTY, ON THE ST.
 EK0431'LOUIS-SAN FRANCISCO RAILWAY, ABOUT 5 POLES SOUTHWEST OF MILEPOST
 EK0431'484, AT BRIDGE 484.1, IN THE TOP OF THE SOUTH ABUTMENT, 4 FEET
 EK0431'WEST OF THE TRACK, AND ABOUT LEVEL WITH THE TIES.  A STANDARD
 EK0431'DISK, STAMPED Q 66 1934.
 EK0431
 EK0431                          STATION RECOVERY (2006)
 EK0431
 EK0431'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (BIW)
 EK0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0350 ***********************************************************************
 FH0350  DESIGNATION -  Q 67
 FH0350  PID         -  FH0350
 FH0350  STATE/COUNTY-  OK/LE FLORE
 FH0350  COUNTRY     -  US
 FH0350  USGS QUAD   -  PANAMA (2018)
 FH0350
 FH0350                         *CURRENT SURVEY CONTROL
 FH0350  ______________________________________________________________________
 FH0350* NAD 83(1986) POSITION- 35 10 09.     (N) 094 40 02.     (W)   SCALED
 FH0350* NAVD 88 ORTHO HEIGHT -   137.686 (meters)      451.72  (feet) ADJUSTED
 FH0350  ______________________________________________________________________
 FH0350  GEOID HEIGHT    -        -31.048 (meters)                     GEOID18
 FH0350  DYNAMIC HEIGHT  -        137.550 (meters)      451.28  (feet) COMP
 FH0350  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 FH0350
 FH0350  VERT ORDER      -  SECOND    CLASS 0
 FH0350
 FH0350.The horizontal coordinates were scaled from a map and have
 FH0350.an estimated accuracy of +/- 6 seconds.
 FH0350
 FH0350.The orthometric height was determined by differential leveling and
 FH0350.adjusted by the NATIONAL GEODETIC SURVEY
 FH0350.in June 1991.
 FH0350
 FH0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0350.GEOID18 height accuracy estimate available here.
 FH0350
 FH0350.Click photographs - Photos may exist for this station.
 FH0350
 FH0350.The dynamic height is computed by dividing the NAVD 88
 FH0350.geopotential number by the normal gravity value computed on the
 FH0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0350.degrees latitude (g = 980.6199 gals.).
 FH0350
 FH0350.The modeled gravity was interpolated from observed gravity values.
 FH0350
 FH0350;                    North         East    Units  Estimated Accuracy
 FH0350;SPC OK S     -   208,650.      903,560.      MT  (+/- 180 meters Scaled)
 FH0350
 FH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU481930(NAD 83)
 FH0350
 FH0350                          SUPERSEDED SURVEY CONTROL
 FH0350
 FH0350  NGVD 29 (??/??/92)  137.580  (m)          451.38   (f) ADJ UNCH    2 0
 FH0350
 FH0350.Superseded values are not recommended for survey control.
 FH0350
 FH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0350.See file dsdata.pdf to determine how the superseded data were derived.
 FH0350
 FH0350_MARKER: DB = BENCH MARK DISK
 FH0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0350_STAMPING: Q 67 1934
 FH0350_MARK LOGO: CGS
 FH0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0350+STABILITY: SURFACE MOTION
 FH0350
 FH0350  HISTORY     - Date     Condition        Report By
 FH0350  HISTORY     - 1934     MONUMENTED       CGS
 FH0350  HISTORY     - 1959     GOOD             CGS
 FH0350
 FH0350                          STATION DESCRIPTION
 FH0350
 FH0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0350'AT PANAMA.
 FH0350'AT PANAMA, LE FLORE COUNTY, ABOUT 1,000 FEET NORTH OF THE
 FH0350'KANSAS CITY SOUTHERN RAILWAY STATION, ABOUT 2 BLOCKS WEST OF
 FH0350'THE MISSEY THEATRE, SOUTH OF A CROSSING, AND 40 FEET EAST
 FH0350'OF THE TRACK.  A STANDARD DISK, STAMPED Q 67 1934 AND SET IN
 FH0350'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0297 ***********************************************************************
 FH0297  DESIGNATION -  Q 68
 FH0297  PID         -  FH0297
 FH0297  STATE/COUNTY-  OK/SEQUOYAH
 FH0297  COUNTRY     -  US
 FH0297  USGS QUAD   -  SALLISAW (2019)
 FH0297
 FH0297                         *CURRENT SURVEY CONTROL
 FH0297  ______________________________________________________________________
 FH0297* NAD 83(1986) POSITION- 35 28 40.     (N) 094 49 27.     (W)   SCALED
 FH0297* NAVD 88 ORTHO HEIGHT -   167.981 (meters)      551.12  (feet) ADJUSTED
 FH0297  ______________________________________________________________________
 FH0297  GEOID HEIGHT    -        -29.904 (meters)                     GEOID18
 FH0297  DYNAMIC HEIGHT  -        167.824 (meters)      550.60  (feet) COMP
 FH0297  MODELED GRAVITY -    979,698.9   (mgal)                       NAVD 88
 FH0297
 FH0297  VERT ORDER      -  SECOND    CLASS 0
 FH0297
 FH0297.The horizontal coordinates were scaled from a map and have
 FH0297.an estimated accuracy of +/- 6 seconds.
 FH0297
 FH0297.The orthometric height was determined by differential leveling and
 FH0297.adjusted by the NATIONAL GEODETIC SURVEY
 FH0297.in June 1991.
 FH0297
 FH0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0297.GEOID18 height accuracy estimate available here.
 FH0297
 FH0297.Click photographs - Photos may exist for this station.
 FH0297
 FH0297.The dynamic height is computed by dividing the NAVD 88
 FH0297.geopotential number by the normal gravity value computed on the
 FH0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0297.degrees latitude (g = 980.6199 gals.).
 FH0297
 FH0297.The modeled gravity was interpolated from observed gravity values.
 FH0297
 FH0297;                    North         East    Units  Estimated Accuracy
 FH0297;SPC OK N     -    57,730.      888,170.      MT  (+/- 180 meters Scaled)
 FH0297
 FH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV345275(NAD 83)
 FH0297
 FH0297                          SUPERSEDED SURVEY CONTROL
 FH0297
 FH0297  NGVD 29 (??/??/92)  167.876  (m)          550.77   (f) ADJ UNCH    2 0
 FH0297
 FH0297.Superseded values are not recommended for survey control.
 FH0297
 FH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0297.See file dsdata.pdf to determine how the superseded data were derived.
 FH0297
 FH0297_MARKER: DB = BENCH MARK DISK
 FH0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0297_STAMPING: Q 68 1934
 FH0297_MARK LOGO: CGS
 FH0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0297+STABILITY: SURFACE MOTION
 FH0297
 FH0297  HISTORY     - Date     Condition        Report By
 FH0297  HISTORY     - 1934     MONUMENTED       CGS
 FH0297  HISTORY     - 1960     GOOD             CGS
 FH0297
 FH0297                          STATION DESCRIPTION
 FH0297
 FH0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0297'1.7 MI N FROM SALLISAW.
 FH0297'1.7 MILES NORTH OF SALLISAW K.C.S. AND M.P. CROSSING AT
 FH0297'CROSSING OF COUNTY ROAD.  20 FEET EAST OF TRACK NEAR CROSSING
 FH0297'SIGN.  15 FEET SOUTH OF CENTERLINE OF CROSSING.
 FH0297
 FH0297                          STATION RECOVERY (1960)
 FH0297
 FH0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0298 ***********************************************************************
 FH0298  DESIGNATION -  Q 68 RESET
 FH0298  PID         -  FH0298
 FH0298  STATE/COUNTY-  OK/SEQUOYAH
 FH0298  COUNTRY     -  US
 FH0298  USGS QUAD   -  SALLISAW (2019)
 FH0298
 FH0298                         *CURRENT SURVEY CONTROL
 FH0298  ______________________________________________________________________
 FH0298* NAD 83(1986) POSITION- 35 28 40.     (N) 094 49 27.     (W)   SCALED
 FH0298* NAVD 88 ORTHO HEIGHT -   168.14  (meters)      551.6   (feet) RESET
 FH0298  ______________________________________________________________________
 FH0298  GEOID HEIGHT    -        -29.904 (meters)                     GEOID18
 FH0298  VERT ORDER      -  THIRD
 FH0298
 FH0298.The horizontal coordinates were scaled from a map and have
 FH0298.an estimated accuracy of +/- 6 seconds.
 FH0298
 FH0298.The orthometric height was computed from unverified reset data.
 FH0298
 FH0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0298.GEOID18 height accuracy estimate available here.
 FH0298
 FH0298.Click photographs - Photos may exist for this station.
 FH0298
 FH0298;                    North         East    Units  Estimated Accuracy
 FH0298;SPC OK N     -    57,730.      888,170.      MT  (+/- 180 meters Scaled)
 FH0298
 FH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV345275(NAD 83)
 FH0298
 FH0298                          SUPERSEDED SURVEY CONTROL
 FH0298
 FH0298.No superseded survey control is available for this station.
 FH0298
 FH0298_MARKER: DB = BENCH MARK DISK
 FH0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0298_STAMPING: Q 68 RESET 1957
 FH0298_MARK LOGO: CGS
 FH0298_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0298+STABILITY: SURFACE MOTION
 FH0298
 FH0298  HISTORY     - Date     Condition        Report By
 FH0298  HISTORY     - 1957     MONUMENTED       KCSRR
 FH0298
 FH0298                          STATION DESCRIPTION
 FH0298
 FH0298'DESCRIBED BY KANSAS CITY SOUTHERN RAILROAD 1957
 FH0298'1.7 MI N FROM SALLISAW.
 FH0298'1.7 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 FH0298'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AT SALLISAW, AT THE
 FH0298'CROSSING OF A COUNTY ROAD, 35 FEET SOUTH OF THE CENTERLINE OF THE
 FH0298'ROAD CROSSING, 11.2 FEET EAST OF THE CENTERLINE OF THE MAIN
 FH0298'TRACK AND SET IN THE TOP OF A 10-INCH CONCRETE POST PROJECTING
 FH0298'4 INCHES.  (551.279 FEET)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0203 ***********************************************************************
 GG0203  DESIGNATION -  Q 69
 GG0203  PID         -  GG0203
 GG0203  STATE/COUNTY-  OK/ADAIR
 GG0203  COUNTRY     -  US
 GG0203  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0203
 GG0203                         *CURRENT SURVEY CONTROL
 GG0203  ______________________________________________________________________
 GG0203* NAD 83(1986) POSITION- 36 08 20.     (N) 094 33 56.     (W)   SCALED
 GG0203* NAVD 88 ORTHO HEIGHT -   286.316 (meters)      939.36  (feet) ADJUSTED
 GG0203  ______________________________________________________________________
 GG0203  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 GG0203  DYNAMIC HEIGHT  -        286.064 (meters)      938.53  (feet) COMP
 GG0203  MODELED GRAVITY -    979,742.9   (mgal)                       NAVD 88
 GG0203
 GG0203  VERT ORDER      -  SECOND    CLASS 0
 GG0203
 GG0203.The horizontal coordinates were scaled from a map and have
 GG0203.an estimated accuracy of +/- 6 seconds.
 GG0203
 GG0203.The orthometric height was determined by differential leveling and
 GG0203.adjusted by the NATIONAL GEODETIC SURVEY
 GG0203.in June 1991.
 GG0203
 GG0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0203.GEOID18 height accuracy estimate available here.
 GG0203
 GG0203.Click photographs - Photos may exist for this station.
 GG0203
 GG0203.The dynamic height is computed by dividing the NAVD 88
 GG0203.geopotential number by the normal gravity value computed on the
 GG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0203.degrees latitude (g = 980.6199 gals.).
 GG0203
 GG0203.The modeled gravity was interpolated from observed gravity values.
 GG0203
 GG0203;                    North         East    Units  Estimated Accuracy
 GG0203;SPC OK N     -   131,830.      909,040.      MT  (+/- 180 meters Scaled)
 GG0203
 GG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA591004(NAD 83)
 GG0203
 GG0203                          SUPERSEDED SURVEY CONTROL
 GG0203
 GG0203  NGVD 29 (??/??/92)  286.184  (m)          938.92   (f) ADJ UNCH    2 0
 GG0203
 GG0203.Superseded values are not recommended for survey control.
 GG0203
 GG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0203.See file dsdata.pdf to determine how the superseded data were derived.
 GG0203
 GG0203_MARKER: DB = BENCH MARK DISK
 GG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0203_STAMPING: Q 69 1934
 GG0203_MARK LOGO: CGS
 GG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0203+STABILITY: SURFACE MOTION
 GG0203
 GG0203  HISTORY     - Date     Condition        Report By
 GG0203  HISTORY     - 1934     MONUMENTED       CGS
 GG0203  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0203
 GG0203                          STATION DESCRIPTION
 GG0203
 GG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0203'2.7 MI N FROM WATTS.
 GG0203'2.7 MILES NORTH OF WATTS K.C.S. RR. STATION 1/2 MILE SOUTH OF
 GG0203'KANSAS CITY SOUTHERN RAILROAD CROSSING AND MILEPOST 233.  WHERE
 GG0203'KANSAS CITY SOUTHERN RAILROAD PARALLELS STATE HIGHWAY 14.  50
 GG0203'FEET WEST OF TRACK, 75 FEET EAST OF THE CENTERLINE OF HIGHWAY 14.
 GG0203
 GG0203                          STATION RECOVERY (1960)
 GG0203
 GG0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0053 ***********************************************************************
 FJ0053  DESIGNATION -  Q 7
 FJ0053  PID         -  FJ0053
 FJ0053  STATE/COUNTY-  OK/OKFUSKEE
 FJ0053  COUNTRY     -  US
 FJ0053  USGS QUAD   -  BOLEY (2018)
 FJ0053
 FJ0053                         *CURRENT SURVEY CONTROL
 FJ0053  ______________________________________________________________________
 FJ0053* NAD 83(1986) POSITION- 35 29 34.3    (N) 096 25 02.6    (W)   HD_HELD2
 FJ0053* NAVD 88 ORTHO HEIGHT -   285.944 (meters)      938.13  (feet) ADJUSTED
 FJ0053  ______________________________________________________________________
 FJ0053  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 FJ0053  DYNAMIC HEIGHT  -        285.674 (meters)      937.25  (feet) COMP
 FJ0053  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 FJ0053
 FJ0053  VERT ORDER      -  FIRST     CLASS II
 FJ0053
 FJ0053.The horizontal coordinates were established by autonomous hand held GPS
 FJ0053.observations and have an estimated accuracy of +/- 10 meters.
 FJ0053
 FJ0053.The orthometric height was determined by differential leveling and
 FJ0053.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0053.in June 1991.
 FJ0053
 FJ0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0053.GEOID18 height accuracy estimate available here.
 FJ0053
 FJ0053.Click photographs - Photos may exist for this station.
 FJ0053
 FJ0053.The dynamic height is computed by dividing the NAVD 88
 FJ0053.geopotential number by the normal gravity value computed on the
 FJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0053.degrees latitude (g = 980.6199 gals.).
 FJ0053
 FJ0053.The modeled gravity was interpolated from observed gravity values.
 FJ0053
 FJ0053;                    North         East    Units  Estimated Accuracy
 FJ0053;SPC OK N     -    55,855.      743,598.      MT  (+/- 10 meters HH2 GPS)
 FJ0053
 FJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3427130768(NAD 83)
 FJ0053
 FJ0053                          SUPERSEDED SURVEY CONTROL
 FJ0053
 FJ0053  NGVD 29 (??/??/92)  285.811  (m)          937.70   (f) ADJ UNCH    1 2
 FJ0053
 FJ0053.Superseded values are not recommended for survey control.
 FJ0053
 FJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0053.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0053
 FJ0053_MARKER: DB = BENCH MARK DISK
 FJ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0053_STAMPING: Q 7 1933
 FJ0053_MARK LOGO: CGS
 FJ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0053+STABILITY: SURFACE MOTION
 FJ0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0053+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2016
 FJ0053
 FJ0053  HISTORY     - Date     Condition        Report By
 FJ0053  HISTORY     - 1933     MONUMENTED       CGS
 FJ0053  HISTORY     - 1943     GOOD             CGS
 FJ0053  HISTORY     - 1984     GOOD             NGS
 FJ0053  HISTORY     - 1988     GOOD             USPSQD
 FJ0053  HISTORY     - 1990     GOOD             USPSQD
 FJ0053  HISTORY     - 1990     GOOD             USPSQD
 FJ0053  HISTORY     - 20161121 GOOD             OKDOT
 FJ0053
 FJ0053                          STATION DESCRIPTION
 FJ0053
 FJ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0053'2.5 MI W FROM CASTLE.
 FJ0053'2.5 MILES WEST 20 FT. SOUTH OF CENTER LINE OF F.S. AND W. R.R.
 FJ0053'AT MILE POST 140 PLUS 25 POLES.  58 FT. NORTH OF CENTER LINE
 FJ0053'OF HWY. 62
 FJ0053
 FJ0053                          STATION RECOVERY (1943)
 FJ0053
 FJ0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 FJ0053'RECOVERED IN GOOD CONDITION.
 FJ0053
 FJ0053                          STATION RECOVERY (1984)
 FJ0053
 FJ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0053'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.0 KM
 FJ0053'(2.5 MI) NORTHWEST ALONG THE OLD RAILROAD BED WHICH FOLLOWS OLD
 FJ0053'HIGHWAY 62 (NOW AN ASPHALT COUNTY ROAD) FROM CASTLE, AT A PRIVATE ROAD
 FJ0053'LEADING NORTH, ON THE PROPERTY OF JARNEY PETTIGREW, 16.9 METERS
 FJ0053'(55.5 FT) NORTH OF THE CENTERLINE OF THE ASPHALT ROAD, 5.0 METERS
 FJ0053'(16.5 FT) NORTH OF A FENCE LINE, 9.8 METERS (32.3 FT) NORTHEAST OF A
 FJ0053'TELEPHONE JUNCTION BOX, 14.0 METERS (46.0 FT) EAST OF THE APPROXIMATE
 FJ0053'CENTER OF A PRIVATE ROAD, AND 8.8 METERS (29.0 FT) NORTH OF A
 FJ0053'POWERLINE POLE.
 FJ0053'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 FJ0053'THE MARK IS 0.61 M ABOVE ASPHALT ROAD.
 FJ0053
 FJ0053                          STATION RECOVERY (1988)
 FJ0053
 FJ0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0053'RECOVERED IN GOOD CONDITION.
 FJ0053
 FJ0053                          STATION RECOVERY (1990)
 FJ0053
 FJ0053'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0053'RECOVERED IN GOOD CONDITION.
 FJ0053
 FJ0053                          STATION RECOVERY (1990)
 FJ0053
 FJ0053'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0053'RECOVERED IN GOOD CONDITION.
 FJ0053
 FJ0053                          STATION RECOVERY (2016)
 FJ0053
 FJ0053'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 FJ0053'BM IS IN GOOD CONDITION NEAR ABANDONED RAILROAD TRACK.
 FJ0053'CANOPY OF LARGE OAK TREES MAKES MARK NOT SUITABLE FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0230 ***********************************************************************
 GG0230  DESIGNATION -  Q 70
 GG0230  PID         -  GG0230
 GG0230  STATE/COUNTY-  OK/DELAWARE
 GG0230  COUNTRY     -  US
 GG0230  USGS QUAD   -  GROVE (2018)
 GG0230
 GG0230                         *CURRENT SURVEY CONTROL
 GG0230  ______________________________________________________________________
 GG0230* NAD 83(1986) POSITION- 36 35 44.     (N) 094 46 08.     (W)   SCALED
 GG0230* NAVD 88 ORTHO HEIGHT -   231.113 (meters)      758.24  (feet) ADJUSTED
 GG0230  ______________________________________________________________________
 GG0230  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 GG0230  DYNAMIC HEIGHT  -        230.920 (meters)      757.61  (feet) COMP
 GG0230  MODELED GRAVITY -    979,792.5   (mgal)                       NAVD 88
 GG0230
 GG0230  VERT ORDER      -  SECOND    CLASS 0
 GG0230
 GG0230.The horizontal coordinates were scaled from a map and have
 GG0230.an estimated accuracy of +/- 6 seconds.
 GG0230
 GG0230.The orthometric height was determined by differential leveling and
 GG0230.adjusted by the NATIONAL GEODETIC SURVEY
 GG0230.in June 1991.
 GG0230
 GG0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0230.GEOID18 height accuracy estimate available here.
 GG0230
 GG0230.Click photographs - Photos may exist for this station.
 GG0230
 GG0230.The dynamic height is computed by dividing the NAVD 88
 GG0230.geopotential number by the normal gravity value computed on the
 GG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0230.degrees latitude (g = 980.6199 gals.).
 GG0230
 GG0230.The modeled gravity was interpolated from observed gravity values.
 GG0230
 GG0230;                    North         East    Units  Estimated Accuracy
 GG0230;SPC OK N     -   181,850.      889,060.      MT  (+/- 180 meters Scaled)
 GG0230
 GG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA417514(NAD 83)
 GG0230
 GG0230                          SUPERSEDED SURVEY CONTROL
 GG0230
 GG0230  NGVD 29 (??/??/92)  231.021  (m)          757.94   (f) ADJ UNCH    2 0
 GG0230
 GG0230.Superseded values are not recommended for survey control.
 GG0230
 GG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0230.See file dsdata.pdf to determine how the superseded data were derived.
 GG0230
 GG0230_MARKER: DB = BENCH MARK DISK
 GG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0230_STAMPING: Q 70 1934
 GG0230_MARK LOGO: CGS
 GG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0230+STABILITY: SURFACE MOTION
 GG0230
 GG0230  HISTORY     - Date     Condition        Report By
 GG0230  HISTORY     - 1934     MONUMENTED       CGS
 GG0230  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0230
 GG0230                          STATION DESCRIPTION
 GG0230
 GG0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0230'AT GROVE.
 GG0230'AT GROVE, DELAWARE COUNTY, ON THE ST. LOUIS-SN FRANCISCO RAILWAY,
 GG0230'EAST OF THE STATION, AT MILEPOST 379, AT THE CROSSING OF STATE
 GG0230'HIGHWAY 25, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GG0230'50 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED Q 70 1934
 GG0230'AND SET IN THE TOP OF A CONCRETE POST.
 GG0230
 GG0230                          STATION RECOVERY (1988)
 GG0230
 GG0230'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0698 ***********************************************************************
 GK0698  DESIGNATION -  Q 71
 GK0698  PID         -  GK0698
 GK0698  STATE/COUNTY-  OK/TEXAS
 GK0698  COUNTRY     -  US
 GK0698  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0698
 GK0698                         *CURRENT SURVEY CONTROL
 GK0698  ______________________________________________________________________
 GK0698* NAD 83(1986) POSITION- 36 34 29.     (N) 101 50 05.     (W)   SCALED
 GK0698* NAVD 88 ORTHO HEIGHT -  1038.923 (meters)     3408.53  (feet) ADJUSTED
 GK0698  ______________________________________________________________________
 GK0698  GEOID HEIGHT    -        -25.726 (meters)                     GEOID18
 GK0698  DYNAMIC HEIGHT  -       1037.816 (meters)     3404.90  (feet) COMP
 GK0698  MODELED GRAVITY -    979,531.3   (mgal)                       NAVD 88
 GK0698
 GK0698  VERT ORDER      -  SECOND    CLASS 0
 GK0698
 GK0698.The horizontal coordinates were scaled from a map and have
 GK0698.an estimated accuracy of +/- 6 seconds.
 GK0698
 GK0698.The orthometric height was determined by differential leveling and
 GK0698.adjusted by the NATIONAL GEODETIC SURVEY
 GK0698.in June 1991.
 GK0698
 GK0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0698.GEOID18 height accuracy estimate available here.
 GK0698
 GK0698.Click photographs - Photos may exist for this station.
 GK0698
 GK0698.The dynamic height is computed by dividing the NAVD 88
 GK0698.geopotential number by the normal gravity value computed on the
 GK0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0698.degrees latitude (g = 980.6199 gals.).
 GK0698
 GK0698.The modeled gravity was interpolated from observed gravity values.
 GK0698
 GK0698;                    North         East    Units  Estimated Accuracy
 GK0698;SPC OK N     -   181,500.      256,870.      MT  (+/- 180 meters Scaled)
 GK0698
 GK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF463514(NAD 83)
 GK0698
 GK0698                          SUPERSEDED SURVEY CONTROL
 GK0698
 GK0698  NGVD 29 (??/??/92) 1038.444  (m)         3406.96   (f) ADJ UNCH    2 0
 GK0698
 GK0698.Superseded values are not recommended for survey control.
 GK0698
 GK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0698.See file dsdata.pdf to determine how the superseded data were derived.
 GK0698
 GK0698_MARKER: DB = BENCH MARK DISK
 GK0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0698_STAMPING: Q 71 1935
 GK0698_MARK LOGO: CGS
 GK0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0698+STABILITY: SURFACE MOTION
 GK0698
 GK0698  HISTORY     - Date     Condition        Report By
 GK0698  HISTORY     - 1935     MONUMENTED       CGS
 GK0698  HISTORY     - 19980504 MARK NOT FOUND   OKDOT
 GK0698
 GK0698                          STATION DESCRIPTION
 GK0698
 GK0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0698'7.8 MI NW FROM TEXHOMA.
 GK0698'7.8 MILES NORTHWEST ALONG THE EVA ROAD FROM THE SCHOOL AT TEXHOMA,
 GK0698'TEXAS COUNTY, ABOUT 1 POLE NORTH OF THE JUNCTION OF A ROAD LEADING
 GK0698'EAST, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2 FEET WEST OF
 GK0698'A POLE. A STANDARD DISK, STAMPED Q 71 1935 AND SET IN THE TOP OF A
 GK0698'CONCRETE POST.
 GK0698
 GK0698                          STATION RECOVERY (1998)
 GK0698
 GK0698'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0698'MARK WAS SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0764 ***********************************************************************
 GK0764  FBN         -  This is a Federal Base Network Control Station.
 GK0764  DESIGNATION -  Q 72
 GK0764  PID         -  GK0764
 GK0764  STATE/COUNTY-  OK/TEXAS
 GK0764  COUNTRY     -  US
 GK0764  USGS QUAD   -  EVA SE (2018)
 GK0764
 GK0764                         *CURRENT SURVEY CONTROL
 GK0764  ______________________________________________________________________
 GK0764* NAD 83(2011) POSITION- 36 45 43.67197(N) 101 51 10.39229(W)   ADJUSTED
 GK0764* NAD 83(2011) ELLIP HT-  1041.206 (meters)        (06/27/12)   ADJUSTED
 GK0764* NAD 83(2011) EPOCH   -  2010.00
 GK0764* NAVD 88 ORTHO HEIGHT -  1066.607 (meters)     3499.36  (feet) ADJUSTED
 GK0764  ______________________________________________________________________
 GK0764  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 GK0764  NAD 83(2011) X  - -1,050,961.474 (meters)                     COMP
 GK0764  NAD 83(2011) Y  - -5,007,573.370 (meters)                     COMP
 GK0764  NAD 83(2011) Z  -  3,796,901.339 (meters)                     COMP
 GK0764  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC18
 GK0764  DYNAMIC HEIGHT  -       1065.490 (meters)     3495.70  (feet) COMP
 GK0764  MODELED GRAVITY -    979,547.9   (mgal)                       NAVD 88
 GK0764
 GK0764  VERT ORDER      -  SECOND    CLASS 0
 GK0764
 GK0764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GK0764  Standards:
 GK0764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GK0764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GK0764  -------------------------------------------------------------------
 GK0764  NETWORK    0.48   0.94           0.21   0.18   0.48      0.02838255
 GK0764  -------------------------------------------------------------------
 GK0764  Click here for local accuracies and other accuracy information.
 GK0764
 GK0764.The horizontal coordinates were established by GPS observations
 GK0764.and adjusted by the National Geodetic Survey in June 2012.
 GK0764
 GK0764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GK0764.been affixed to the stable North American tectonic plate. See 
 GK0764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GK0764
 GK0764.The horizontal coordinates are valid at the epoch date displayed above
 GK0764.which is a decimal equivalence of Year/Month/Day.
 GK0764
 GK0764.The orthometric height was determined by differential leveling and
 GK0764.adjusted by the NATIONAL GEODETIC SURVEY
 GK0764.in June 1991.
 GK0764
 GK0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0764.GEOID18 height accuracy estimate available here.
 GK0764
 GK0764.Click photographs - Photos may exist for this station.
 GK0764
 GK0764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0764
 GK0764.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0764
 GK0764.The ellipsoidal height was determined by GPS observations
 GK0764.and is referenced to NAD 83.
 GK0764
 GK0764.The dynamic height is computed by dividing the NAVD 88
 GK0764.geopotential number by the normal gravity value computed on the
 GK0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0764.degrees latitude (g = 980.6199 gals.).
 GK0764
 GK0764.The modeled gravity was interpolated from observed gravity values.
 GK0764
 GK0764. The following values were computed from the NAD 83(2011) position.
 GK0764
 GK0764;                    North         East     Units Scale Factor Converg.
 GK0764;SPC OK N     -   202,345.093   256,073.335   MT  0.99999918   -2 16 25.6
 GK0764;SPC OK N     -   663,860.53    840,133.93   sFT  0.99999918   -2 16 25.6
 GK0764;UTM  14      - 4,072,281.579   245,342.725   MT  1.00039902   -1 42 30.1
 GK0764
 GK0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0764!SPC OK N     -   0.99983662  x   0.99999918  =   0.99983580
 GK0764!UTM  14      -   0.99983662  x   1.00039902  =   1.00023558
 GK0764
 GK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4534272281(NAD 83)
 GK0764
 GK0764                          SUPERSEDED SURVEY CONTROL
 GK0764
 GK0764  NAD 83(2007)-  36 45 43.67189(N)    101 51 10.39310(W) AD(2002.00) 0
 GK0764  ELLIP H (02/10/07) 1041.223  (m)                       GP(2002.00)    
 GK0764  ELLIP H (06/09/00) 1041.227  (m)                       GP(       ) 2 2
 GK0764  NAD 83(1992)-  36 45 43.67164(N)    101 51 10.39287(W) AD(       ) B
 GK0764  ELLIP H (05/09/94) 1041.239  (m)                       GP(       ) 4 2
 GK0764  NAVD 88            1066.61   (m)         3499.4    (f) LEVELING    3  
 GK0764  NGVD 29 (??/??/92) 1066.132  (m)         3497.80   (f) ADJ UNCH    2 0
 GK0764
 GK0764.Superseded values are not recommended for survey control.
 GK0764
 GK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0764.See file dsdata.pdf to determine how the superseded data were derived.
 GK0764
 GK0764_MARKER: DB = BENCH MARK DISK
 GK0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0764_STAMPING: Q 72 1935
 GK0764_MARK LOGO: CGS
 GK0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0764+STABILITY: SURFACE MOTION
 GK0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0764+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 GK0764
 GK0764  HISTORY     - Date     Condition        Report By
 GK0764  HISTORY     - 1935     MONUMENTED       CGS
 GK0764  HISTORY     - 19930517 GOOD             NGS
 GK0764  HISTORY     - 19970424 GOOD             NGS
 GK0764  HISTORY     - 19990813 GOOD             NGS
 GK0764  HISTORY     - 20021024 GOOD             NGS
 GK0764
 GK0764                          STATION DESCRIPTION
 GK0764
 GK0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0764'25.0 MI W FROM GUYMON.
 GK0764'25.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, ABOUT 100 FT.
 GK0764'N.E. OF THE N.E. CORNER OF A BRICK HOUSE, 53 FT. S. OF THE CENTER LINE
 GK0764'OF THE HWY., 30 FT. W. OF THE CENTER LINE OF THE CROSS ROAD, AND 3 FT.
 GK0764'S. OF A FENCE CORNER.
 GK0764
 GK0764                          STATION RECOVERY (1993)
 GK0764
 GK0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GK0764'STATION IS LOCATED IN THE WESTERN SECTION OF THE PANHANDLE, ABOUT 35
 GK0764'KM (21.75 MI) WEST-NORTHWEST OF GUYMON, 5 KM (3.10 MI) EAST OF FOUR
 GK0764'CORNERS, 3.2 KM (2.00 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 3
 GK0764'AND 95 SOUTH, ALONG HIGHWAYS 3 AND 95, AT A DIM SECTION ROAD LEADING
 GK0764'SOUTH, IN THE NORTHEAST CORNER OF A LAWN AT AN OLD BRICK HOUSE, IN
 GK0764'THE NORTHEAST CORNER OF SECTION 3, T 3 N, R 11 E.
 GK0764'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GK0764'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 95 NORTH AT FOUR
 GK0764'CORNERS, GO EAST ON HIGHWAYS 3 AND 95 FOR 4.84 KM (3.00 MI) TO THE
 GK0764'STATION ON THE RIGHT.
 GK0764'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 GK0764'PROJECTING 15 CM ABOVE GROUND.  IT IS 16.4 M (53.8 FT) SOUTH OF, AND
 GK0764'1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 12.0 M (39.4 FT) WEST OF
 GK0764'THE SECTION ROAD CENTER, 31.1 M (102.0 FT) NORTHEAST OF THE NORTHEAST
 GK0764'CORNER OF THE BRICK HOUSE, 1.1 M (3.6 FT) WEST OF A METAL WITNESS
 GK0764'POST, AND 1.1 M (3.6 FT) EAST OF A METAL WITNESS POST.
 GK0764
 GK0764                          STATION RECOVERY (1997)
 GK0764
 GK0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GK0764'RECOVERED AS DESCRIBED.
 GK0764
 GK0764                          STATION RECOVERY (1999)
 GK0764
 GK0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GK0764'THE STATION IS LOCATED ABOUT 54.71 KM (34.00 MI) EAST OF BOISE CITY,
 GK0764'35.40 KM (22.00 MI) WEST OF GUYMON, ON THE SOUTH SIDE OF COMBINED US
 GK0764'AND STATE HIGHWAYS 412, 64, 3 AND 95, ON HIGHWAY RIGHT-OF-WAY.
 GK0764'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 GK0764'STATION FROM THE JUNCTION OF STATE HIGHWAY 95 LEADING NORTH AND
 GK0764'COMBINED US AND STATE HIGHWAYS 412, 64, 95 AND 3, LOCATED ABOUT 3.2 KM
 GK0764'(2.00 MI) SOUTH OF EVA AND 8.8 KM (5.45 MI) WEST OF THE TEXAS AND
 GK0764'CIMARRON COUNTY LINES, GO EAST ON THE COMBINED HIGHWAYS 3, 95, 64 AND
 GK0764'412 FOR 4.84 KM (3.00 MI) TO THE STATION ON THE RIGHT. THE STATION IS
 GK0764'SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE
 GK0764'GROUND AND ABOUT 0.61 M (2.00 FT) BELOW THE LEVEL OF THE HIGHWAY.
 GK0764'LOCATED 31.1 M (102.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 GK0764'HOUSE, 16.46 M (54.00 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GK0764'12.04 M (39.50 FT) WEST OF THE CENTER OF SECTION ROAD MILE 10, 1.07 M
 GK0764'(3.51 FT) EAST OF A METAL WITNESS POST AND 1.07 M (3.51 FT) WEST OF A
 GK0764'METAL WITNESS POST.
 GK0764
 GK0764                          STATION RECOVERY (2002)
 GK0764
 GK0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GK0764'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0333 ***********************************************************************
 GL0333  DESIGNATION -  Q 73
 GL0333  PID         -  GL0333
 GL0333  STATE/COUNTY-  OK/CIMARRON
 GL0333  COUNTRY     -  US
 GL0333  USGS QUAD   -  BOISE CITY NW (2018)
 GL0333
 GL0333                         *CURRENT SURVEY CONTROL
 GL0333  ______________________________________________________________________
 GL0333* NAD 83(1986) POSITION- 36 44 00.     (N) 102 41 46.     (W)   SCALED
 GL0333* NAVD 88 ORTHO HEIGHT -  1328.977 (meters)     4360.15  (feet) ADJUSTED
 GL0333  ______________________________________________________________________
 GL0333  GEOID HEIGHT    -        -23.315 (meters)                     GEOID18
 GL0333  DYNAMIC HEIGHT  -       1327.497 (meters)     4355.30  (feet) COMP
 GL0333  MODELED GRAVITY -    979,471.4   (mgal)                       NAVD 88
 GL0333
 GL0333  VERT ORDER      -  SECOND    CLASS 0
 GL0333
 GL0333.The horizontal coordinates were scaled from a map and have
 GL0333.an estimated accuracy of +/- 6 seconds.
 GL0333
 GL0333.The orthometric height was determined by differential leveling and
 GL0333.adjusted by the NATIONAL GEODETIC SURVEY
 GL0333.in June 1991.
 GL0333
 GL0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0333.GEOID18 height accuracy estimate available here.
 GL0333
 GL0333.Click photographs - Photos may exist for this station.
 GL0333
 GL0333.The dynamic height is computed by dividing the NAVD 88
 GL0333.geopotential number by the normal gravity value computed on the
 GL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0333.degrees latitude (g = 980.6199 gals.).
 GL0333
 GL0333.The modeled gravity was interpolated from observed gravity values.
 GL0333
 GL0333;                    North         East    Units  Estimated Accuracy
 GL0333;SPC OK N     -   202,470.      180,700.      MT  (+/- 180 meters Scaled)
 GL0333
 GL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA057677(NAD 83)
 GL0333
 GL0333                          SUPERSEDED SURVEY CONTROL
 GL0333
 GL0333.No superseded survey control is available for this station.
 GL0333
 GL0333_MARKER: DB = BENCH MARK DISK
 GL0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0333_STAMPING: Q 73 1935
 GL0333_MARK LOGO: CGS
 GL0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0333+STABILITY: SURFACE MOTION
 GL0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0333+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0333
 GL0333  HISTORY     - Date     Condition        Report By
 GL0333  HISTORY     - 1935     MONUMENTED       CGS
 GL0333  HISTORY     - 1941     GOOD             CGS
 GL0333  HISTORY     - 20051008 GOOD             INDIV
 GL0333
 GL0333                          STATION DESCRIPTION
 GL0333
 GL0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0333'10.3 MI W FROM BOISE CITY.
 GL0333'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0333'ON U.S. HIGHWAY NO. 64, GO 10.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0333'MARK IS AT A SECTION CORNER.  ABOUT 150.0 FEET WEST OF A PRIVATE ROAD
 GL0333'LEADING SOUTH.  77.0 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE THE
 GL0333'CENTERLINE OF THE HIGHWAY.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN
 GL0333'MARKER POST, AND 2.0 FEET SOUTHEAST OF THE CORNER FENCE POST.  A
 GL0333'STANDARD DISK SET IN CONCRETE POST PROJECTING 0.3 FOOT, NEAR THE
 GL0333'NORTHWEST CORNER OF SECTION 13, T 3 N, R 3 E.
 GL0333
 GL0333                          STATION RECOVERY (2005)
 GL0333
 GL0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0763 ***********************************************************************
 GK0763  DESIGNATION -  Q 74
 GK0763  PID         -  GK0763
 GK0763  STATE/COUNTY-  OK/TEXAS
 GK0763  COUNTRY     -  US
 GK0763  USGS QUAD   -  EVA SE (2018)
 GK0763
 GK0763                         *CURRENT SURVEY CONTROL
 GK0763  ______________________________________________________________________
 GK0763* NAD 83(1986) POSITION- 36 45 43.     (N) 101 50 12.     (W)   SCALED
 GK0763* NAVD 88 ORTHO HEIGHT -  1061.272 (meters)     3481.86  (feet) ADJUSTED
 GK0763  ______________________________________________________________________
 GK0763  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 GK0763  DYNAMIC HEIGHT  -       1060.163 (meters)     3478.22  (feet) COMP
 GK0763  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 GK0763
 GK0763  VERT ORDER      -  SECOND    CLASS 0
 GK0763
 GK0763.The horizontal coordinates were scaled from a map and have
 GK0763.an estimated accuracy of +/- 6 seconds.
 GK0763
 GK0763.The orthometric height was determined by differential leveling and
 GK0763.adjusted by the NATIONAL GEODETIC SURVEY
 GK0763.in June 1991.
 GK0763
 GK0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0763.GEOID18 height accuracy estimate available here.
 GK0763
 GK0763.Click photographs - Photos may exist for this station.
 GK0763
 GK0763.The dynamic height is computed by dividing the NAVD 88
 GK0763.geopotential number by the normal gravity value computed on the
 GK0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0763.degrees latitude (g = 980.6199 gals.).
 GK0763
 GK0763.The modeled gravity was interpolated from observed gravity values.
 GK0763
 GK0763;                    North         East    Units  Estimated Accuracy
 GK0763;SPC OK N     -   202,270.      257,520.      MT  (+/- 180 meters Scaled)
 GK0763
 GK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF467722(NAD 83)
 GK0763
 GK0763                          SUPERSEDED SURVEY CONTROL
 GK0763
 GK0763  NGVD 29 (??/??/92) 1060.800  (m)         3480.31   (f) ADJ UNCH    2 0
 GK0763
 GK0763.Superseded values are not recommended for survey control.
 GK0763
 GK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0763.See file dsdata.pdf to determine how the superseded data were derived.
 GK0763
 GK0763_MARKER: DB = BENCH MARK DISK
 GK0763_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0763_SP_SET: BOX CULVERT HEADWALL
 GK0763_STAMPING: Q 74 1935
 GK0763_MARK LOGO: CGS
 GK0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0763+STABILITY: SURFACE MOTION
 GK0763
 GK0763  HISTORY     - Date     Condition        Report By
 GK0763  HISTORY     - 1935     MONUMENTED       CGS
 GK0763
 GK0763                          STATION DESCRIPTION
 GK0763
 GK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0763'24.1 MI W FROM GUYMON.
 GK0763'24.1 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 0.1 MI. W. OF A CROSS
 GK0763'ROAD, ON THE S. CURB OF A CONCRETE BOX CULVERT, AT THE E. END OF THE
 GK0763'CULVERT, AND 18 1/2 FT. S. OF THE CENTER LINE OF THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0778 ***********************************************************************
 GK0778  DESIGNATION -  Q 75
 GK0778  PID         -  GK0778
 GK0778  STATE/COUNTY-  OK/TEXAS
 GK0778  COUNTRY     -  US
 GK0778  USGS QUAD   -  HOUGH NE (2018)
 GK0778
 GK0778                         *CURRENT SURVEY CONTROL
 GK0778  ______________________________________________________________________
 GK0778* NAD 83(1986) POSITION- 36 53 05.     (N) 101 34 40.     (W)   SCALED
 GK0778* NAVD 88 ORTHO HEIGHT -  1004.158 (meters)     3294.48  (feet) ADJUSTED
 GK0778  ______________________________________________________________________
 GK0778  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 GK0778  DYNAMIC HEIGHT  -       1003.128 (meters)     3291.10  (feet) COMP
 GK0778  MODELED GRAVITY -    979,572.1   (mgal)                       NAVD 88
 GK0778
 GK0778  VERT ORDER      -  SECOND    CLASS 0
 GK0778
 GK0778.The horizontal coordinates were scaled from a map and have
 GK0778.an estimated accuracy of +/- 6 seconds.
 GK0778
 GK0778.The orthometric height was determined by differential leveling and
 GK0778.adjusted by the NATIONAL GEODETIC SURVEY
 GK0778.in June 1991.
 GK0778
 GK0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0778.GEOID18 height accuracy estimate available here.
 GK0778
 GK0778.Click photographs - Photos may exist for this station.
 GK0778
 GK0778.The dynamic height is computed by dividing the NAVD 88
 GK0778.geopotential number by the normal gravity value computed on the
 GK0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0778.degrees latitude (g = 980.6199 gals.).
 GK0778
 GK0778.The modeled gravity was interpolated from observed gravity values.
 GK0778
 GK0778;                    North         East    Units  Estimated Accuracy
 GK0778;SPC OK N     -   215,000.      281,120.      MT  (+/- 180 meters Scaled)
 GK0778
 GK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF702851(NAD 83)
 GK0778
 GK0778                          SUPERSEDED SURVEY CONTROL
 GK0778
 GK0778  NGVD 29 (??/??/92) 1003.711  (m)         3293.01   (f) ADJ UNCH    2 0
 GK0778
 GK0778.Superseded values are not recommended for survey control.
 GK0778
 GK0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0778.See file dsdata.pdf to determine how the superseded data were derived.
 GK0778
 GK0778_MARKER: DB = BENCH MARK DISK
 GK0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0778_STAMPING: Q 75 1935
 GK0778_MARK LOGO: CGS
 GK0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0778+STABILITY: SURFACE MOTION
 GK0778
 GK0778  HISTORY     - Date     Condition        Report By
 GK0778  HISTORY     - 1935     MONUMENTED       CGS
 GK0778  HISTORY     - 1972     POOR             NGS
 GK0778
 GK0778                          STATION DESCRIPTION
 GK0778
 GK0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0778'1.0 MI N FROM HOUGH.
 GK0778'1.0 MI. N. ALONG HIGHWAY TO ROLLA, KANS.  ABOUT 100 FT. W. OF THE
 GK0778'CENTER LINE OF THE HWY., 45 FT. W. OF FENCE CORNER AND 1 FT. N. OF
 GK0778'FENCE LINE TO W.
 GK0778
 GK0778                          STATION RECOVERY (1972)
 GK0778
 GK0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GK0778'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0779 ***********************************************************************
 GK0779  DESIGNATION -  Q 75 RESET
 GK0779  PID         -  GK0779
 GK0779  STATE/COUNTY-  OK/TEXAS
 GK0779  COUNTRY     -  US
 GK0779  USGS QUAD   -  HOUGH NE (2018)
 GK0779
 GK0779                         *CURRENT SURVEY CONTROL
 GK0779  ______________________________________________________________________
 GK0779* NAD 83(1986) POSITION- 36 53 04.     (N) 101 34 32.     (W)   SCALED
 GK0779* NAVD 88 ORTHO HEIGHT -  1003.49  (meters)     3292.3   (feet) RESET
 GK0779  ______________________________________________________________________
 GK0779  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 GK0779  VERT ORDER      -  THIRD
 GK0779
 GK0779.The horizontal coordinates were scaled from a map and have
 GK0779.an estimated accuracy of +/- 6 seconds.
 GK0779
 GK0779.The orthometric height was computed from unverified reset data.
 GK0779
 GK0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0779.GEOID18 height accuracy estimate available here.
 GK0779
 GK0779.Click photographs - Photos may exist for this station.
 GK0779
 GK0779;                    North         East    Units  Estimated Accuracy
 GK0779;SPC OK N     -   214,960.      281,320.      MT  (+/- 180 meters Scaled)
 GK0779
 GK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF704851(NAD 83)
 GK0779
 GK0779                          SUPERSEDED SURVEY CONTROL
 GK0779
 GK0779.No superseded survey control is available for this station.
 GK0779
 GK0779_MARKER: DB = BENCH MARK DISK
 GK0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0779_STAMPING: Q 75 RESET 1972
 GK0779_MARK LOGO: CGS
 GK0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0779+STABILITY: SURFACE MOTION
 GK0779
 GK0779  HISTORY     - Date     Condition        Report By
 GK0779  HISTORY     - 1972     MONUMENTED       NGS
 GK0779
 GK0779                          STATION DESCRIPTION
 GK0779
 GK0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GK0779'1.0 MI N FROM HOUGH.
 GK0779'TO REACH THE BENCH MARK FROM THE RAILROAD CROSSING, EAST OF THE GRAIN
 GK0779'ELEVATOR IN HOUGH, GO NORTH ON A PAVED ROAD FOR 1.0 MILE TO A
 GK0779'CROSSROAD AND THE MARK ON THE LEFT, 125 FEET SOUTH OF THE CENTER OF A
 GK0779'DIRT ROAD, 45 FEET WEST OF THE CENTER OF THE PAVED ROAD, 2.5 FEET
 GK0779'NORTH OF A POWER POLE AND 1.6 FEET SOUTH OF A METAL WITNESS POST.  IT
 GK0779'IS A STANDARD DISK STAMPED Q 75 RESET 1972, SET IN THE TOP OF A 12
 GK0779'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 GK0779'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0312 ***********************************************************************
 FH0312  DESIGNATION -  Q 76
 FH0312  PID         -  FH0312
 FH0312  STATE/COUNTY-  OK/SEQUOYAH
 FH0312  COUNTRY     -  US
 FH0312  USGS QUAD   -  VIAN (2019)
 FH0312
 FH0312                         *CURRENT SURVEY CONTROL
 FH0312  ______________________________________________________________________
 FH0312* NAD 83(1986) POSITION- 35 26 56.     (N) 094 53 06.     (W)   SCALED
 FH0312* NAVD 88 ORTHO HEIGHT -   161.472 (meters)      529.76  (feet) ADJUSTED
 FH0312  ______________________________________________________________________
 FH0312  GEOID HEIGHT    -        -30.031 (meters)                     GEOID18
 FH0312  DYNAMIC HEIGHT  -        161.322 (meters)      529.27  (feet) COMP
 FH0312  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FH0312
 FH0312  VERT ORDER      -  SECOND    CLASS 0
 FH0312
 FH0312.The horizontal coordinates were scaled from a map and have
 FH0312.an estimated accuracy of +/- 6 seconds.
 FH0312
 FH0312.The orthometric height was determined by differential leveling and
 FH0312.adjusted by the NATIONAL GEODETIC SURVEY
 FH0312.in June 1991.
 FH0312
 FH0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0312.GEOID18 height accuracy estimate available here.
 FH0312
 FH0312.Click photographs - Photos may exist for this station.
 FH0312
 FH0312.The dynamic height is computed by dividing the NAVD 88
 FH0312.geopotential number by the normal gravity value computed on the
 FH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0312.degrees latitude (g = 980.6199 gals.).
 FH0312
 FH0312.The modeled gravity was interpolated from observed gravity values.
 FH0312
 FH0312;                    North         East    Units  Estimated Accuracy
 FH0312;SPC OK N     -    54,340.      882,760.      MT  (+/- 180 meters Scaled)
 FH0312
 FH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV289244(NAD 83)
 FH0312
 FH0312                          SUPERSEDED SURVEY CONTROL
 FH0312
 FH0312  NGVD 29 (??/??/92)  161.358  (m)          529.39   (f) ADJ UNCH    2 0
 FH0312
 FH0312.Superseded values are not recommended for survey control.
 FH0312
 FH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0312.See file dsdata.pdf to determine how the superseded data were derived.
 FH0312
 FH0312_MARKER: DB = BENCH MARK DISK
 FH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0312_STAMPING: Q 76 1940
 FH0312_MARK LOGO: CGS
 FH0312_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0312+STABILITY: SURFACE MOTION
 FH0312
 FH0312  HISTORY     - Date     Condition        Report By
 FH0312  HISTORY     - 1940     MONUMENTED       CGS
 FH0312  HISTORY     - 1959     GOOD             CGS
 FH0312
 FH0312                          STATION DESCRIPTION
 FH0312
 FH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0312'6.5 MI SW FROM SALLISAW.
 FH0312'6.5 MILES SOUTHWEST OF POST OFFICE AT SALLISAW TO REACH FROM POST
 FH0312'OFFICE AT SALLISAW, PROCEED WEST ON U.S. HIGHWAY NO. 64, GO 5.5
 FH0312'MILES, TURN LEFT (SOUTH) ONTO GRADED ROAD AT SECTION LINE, GO
 FH0312'1.0 MILE.  BENCH MARK IS 2.2 MILES SOUTH OF MC KEY SIDING, AT
 FH0312'SECTION CORNER ROAD INTERSECTION, 25 FEET NORTH OF CENTER LINE
 FH0312'OF EAST-WEST ROAD, 22 FEET WEST OF NORTH-SOUTH GRADED ROAD,
 FH0312'2.6 FEET NORTHWEST OF FENCE CORNER, 2 FEET NORTH OF A 4 X 4
 FH0312'INCH WOODEN POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT
 FH0312'PROJECTS ABOUT 0.5 FOOT.
 FH0312
 FH0312                          STATION RECOVERY (1959)
 FH0312
 FH0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0477 ***********************************************************************
 FH0477  DESIGNATION -  Q 77
 FH0477  PID         -  FH0477
 FH0477  STATE/COUNTY-  OK/SEQUOYAH
 FH0477  COUNTRY     -  US
 FH0477  USGS QUAD   -  GORE (2019)
 FH0477
 FH0477                         *CURRENT SURVEY CONTROL
 FH0477  ______________________________________________________________________
 FH0477* NAD 83(1986) POSITION- 35 30 55.     (N) 095 05 28.     (W)   SCALED
 FH0477* NAVD 88 ORTHO HEIGHT -   148.534 (meters)      487.32  (feet) ADJUSTED
 FH0477  ______________________________________________________________________
 FH0477  GEOID HEIGHT    -        -29.843 (meters)                     GEOID18
 FH0477  DYNAMIC HEIGHT  -        148.396 (meters)      486.86  (feet) COMP
 FH0477  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 FH0477
 FH0477  VERT ORDER      -  SECOND    CLASS 0
 FH0477
 FH0477.The horizontal coordinates were scaled from a map and have
 FH0477.an estimated accuracy of +/- 6 seconds.
 FH0477
 FH0477.The orthometric height was determined by differential leveling and
 FH0477.adjusted by the NATIONAL GEODETIC SURVEY
 FH0477.in June 1991.
 FH0477
 FH0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0477.GEOID18 height accuracy estimate available here.
 FH0477
 FH0477.Click photographs - Photos may exist for this station.
 FH0477
 FH0477.The dynamic height is computed by dividing the NAVD 88
 FH0477.geopotential number by the normal gravity value computed on the
 FH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0477.degrees latitude (g = 980.6199 gals.).
 FH0477
 FH0477.The modeled gravity was interpolated from observed gravity values.
 FH0477
 FH0477;                    North         East    Units  Estimated Accuracy
 FH0477;SPC OK N     -    61,130.      863,840.      MT  (+/- 180 meters Scaled)
 FH0477
 FH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV103321(NAD 83)
 FH0477
 FH0477                          SUPERSEDED SURVEY CONTROL
 FH0477
 FH0477  NGVD 29 (??/??/92)  148.410  (m)          486.91   (f) ADJ UNCH    2 0
 FH0477
 FH0477.Superseded values are not recommended for survey control.
 FH0477
 FH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0477.See file dsdata.pdf to determine how the superseded data were derived.
 FH0477
 FH0477_MARKER: DB = BENCH MARK DISK
 FH0477_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0477+WITH SETTING: PAVEMENT
 FH0477_SP_SET: WATER TANK
 FH0477_STAMPING: Q 77 1940
 FH0477_MARK LOGO: CGS
 FH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0477+STABILITY: SURFACE MOTION
 FH0477
 FH0477  HISTORY     - Date     Condition        Report By
 FH0477  HISTORY     - 1940     MONUMENTED       CGS
 FH0477  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0477
 FH0477                          STATION DESCRIPTION
 FH0477
 FH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0477'1.8 MI E FROM GORE.
 FH0477'1.8 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION.  BENCH
 FH0477'MARK IS 159 FEET WEST OF THE WEST ABUTMENT OF THE MISSOURI
 FH0477'PACIFIC RAILROAD BRIDGE OVER THE ILLINOIS RIVER, 25 FEET
 FH0477'SOUTH OF CENTER LINE OF TRACK, SET FLUSH AND HORIZONTALLY IN
 FH0477'THE TOP OF OLD RAILROAD WATER TANK.
 FH0477
 FH0477                          STATION RECOVERY (1974)
 FH0477
 FH0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0586 ***********************************************************************
 FH0586  DESIGNATION -  Q 78
 FH0586  PID         -  FH0586
 FH0586  STATE/COUNTY-  OK/MUSKOGEE
 FH0586  COUNTRY     -  US
 FH0586  USGS QUAD   -  STIGLER WEST (2018)
 FH0586
 FH0586                         *CURRENT SURVEY CONTROL
 FH0586  ______________________________________________________________________
 FH0586* NAD 83(1986) POSITION- 35 19 05.     (N) 095 13 15.     (W)   SCALED
 FH0586* NAVD 88 ORTHO HEIGHT -   181.120 (meters)      594.22  (feet) ADJUSTED
 FH0586  ______________________________________________________________________
 FH0586  GEOID HEIGHT    -        -30.361 (meters)                     GEOID18
 FH0586  DYNAMIC HEIGHT  -        180.946 (meters)      593.65  (feet) COMP
 FH0586  MODELED GRAVITY -    979,675.2   (mgal)                       NAVD 88
 FH0586
 FH0586  VERT ORDER      -  SECOND    CLASS 0
 FH0586
 FH0586.The horizontal coordinates were scaled from a map and have
 FH0586.an estimated accuracy of +/- 6 seconds.
 FH0586
 FH0586.The orthometric height was determined by differential leveling and
 FH0586.adjusted by the NATIONAL GEODETIC SURVEY
 FH0586.in June 1991.
 FH0586
 FH0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0586.GEOID18 height accuracy estimate available here.
 FH0586
 FH0586.Click photographs - Photos may exist for this station.
 FH0586
 FH0586.The dynamic height is computed by dividing the NAVD 88
 FH0586.geopotential number by the normal gravity value computed on the
 FH0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0586.degrees latitude (g = 980.6199 gals.).
 FH0586
 FH0586.The modeled gravity was interpolated from observed gravity values.
 FH0586
 FH0586;                    North         East    Units  Estimated Accuracy
 FH0586;SPC OK N     -    38,910.      852,700.      MT  (+/- 180 meters Scaled)
 FH0586
 FH0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV981105(NAD 83)
 FH0586
 FH0586                          SUPERSEDED SURVEY CONTROL
 FH0586
 FH0586  NGVD 29 (??/??/92)  181.014  (m)          593.88   (f) ADJ UNCH    2 0
 FH0586
 FH0586.Superseded values are not recommended for survey control.
 FH0586
 FH0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0586.See file dsdata.pdf to determine how the superseded data were derived.
 FH0586
 FH0586_MARKER: DB = BENCH MARK DISK
 FH0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0586_STAMPING: Q 78 1940
 FH0586_MARK LOGO: CGS
 FH0586_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0586+STABILITY: SURFACE MOTION
 FH0586
 FH0586  HISTORY     - Date     Condition        Report By
 FH0586  HISTORY     - 1940     MONUMENTED       CGS
 FH0586  HISTORY     - 1960     GOOD             CGS
 FH0586
 FH0586                          STATION DESCRIPTION
 FH0586
 FH0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0586'2.4 MI NE FROM BRIARTOWN.
 FH0586'TO REACH FROM THE MIDLAND VALLEY RAILROAD STATION IN BRIARTOWN,
 FH0586'PROCEED NORTH ON GRADED ROAD, GO 0.5 MILE, TURN RIGHT (EAST)
 FH0586'AT CROSS-ROADS, GO 1.0 MILE, TURN LEFT (NORTH) AT T-INTERSECTION,
 FH0586'GO 0.9 MILE.  BENCH MARK IS 38.6 FEET SOUTHEAST OF SOUTHEAST
 FH0586'CORNER OF TOM SEXTONS FARM HOUSE, IN THE SOUTHEAST CORNER OF
 FH0586'THE YARD, 18.8 FEET WEST OF CENTER LINE OF THE ROAD, 2 FEET
 FH0586'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 FH0586'1.8 FEET.  MONUMENT PROJECTS 0.5 FOOT.
 FH0586
 FH0586                          STATION RECOVERY (1960)
 FH0586
 FH0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0586'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0563 ***********************************************************************
 FH0563  DESIGNATION -  Q 79
 FH0563  PID         -  FH0563
 FH0563  STATE/COUNTY-  OK/MUSKOGEE
 FH0563  COUNTRY     -  US
 FH0563  USGS QUAD   -  GORE (2019)
 FH0563
 FH0563                         *CURRENT SURVEY CONTROL
 FH0563  ______________________________________________________________________
 FH0563* NAD 83(1986) POSITION- 35 30 12.     (N) 095 07 25.     (W)   SCALED
 FH0563* NAVD 88 ORTHO HEIGHT -   146.100 (meters)      479.33  (feet) ADJUSTED
 FH0563  ______________________________________________________________________
 FH0563  GEOID HEIGHT    -        -29.884 (meters)                     GEOID18
 FH0563  DYNAMIC HEIGHT  -        145.965 (meters)      478.89  (feet) COMP
 FH0563  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 FH0563
 FH0563  VERT ORDER      -  SECOND    CLASS 0
 FH0563
 FH0563.The horizontal coordinates were scaled from a map and have
 FH0563.an estimated accuracy of +/- 6 seconds.
 FH0563
 FH0563.The orthometric height was determined by differential leveling and
 FH0563.adjusted by the NATIONAL GEODETIC SURVEY
 FH0563.in June 1991.
 FH0563
 FH0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0563.GEOID18 height accuracy estimate available here.
 FH0563
 FH0563.Click photographs - Photos may exist for this station.
 FH0563
 FH0563.The dynamic height is computed by dividing the NAVD 88
 FH0563.geopotential number by the normal gravity value computed on the
 FH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0563.degrees latitude (g = 980.6199 gals.).
 FH0563
 FH0563.The modeled gravity was interpolated from observed gravity values.
 FH0563
 FH0563;                    North         East    Units  Estimated Accuracy
 FH0563;SPC OK N     -    59,710.      860,930.      MT  (+/- 180 meters Scaled)
 FH0563
 FH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV073309(NAD 83)
 FH0563
 FH0563                          SUPERSEDED SURVEY CONTROL
 FH0563
 FH0563  NGVD 29 (??/??/92)  145.979  (m)          478.93   (f) ADJ UNCH    2 0
 FH0563
 FH0563.Superseded values are not recommended for survey control.
 FH0563
 FH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0563.See file dsdata.pdf to determine how the superseded data were derived.
 FH0563
 FH0563_MARKER: DB = BENCH MARK DISK
 FH0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0563_STAMPING: Q 79 1940
 FH0563_MARK LOGO: CGS
 FH0563_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0563+STABILITY: SURFACE MOTION
 FH0563
 FH0563  HISTORY     - Date     Condition        Report By
 FH0563  HISTORY     - 1940     MONUMENTED       CGS
 FH0563  HISTORY     - 1960     GOOD             CGS
 FH0563
 FH0563                          STATION DESCRIPTION
 FH0563
 FH0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0563'0.7 MI SE FROM WEBBERS FALLS.
 FH0563'TO REACH FROM THE POST OFFICE AT WEBBERS FALLS, PROCEED SOUTHEAST
 FH0563'ON GRAVELED ROAD, GO 0.7 MILE.  BENCH MARK IS 130 FEET WEST
 FH0563'OF A FARM HOUSE, 130 FEET SOUTHEAST OF AN S CURVE, 30 FEET
 FH0563'EAST OF CENTER LINE OF ROAD, 3.5 FEET SOUTH OF FENCE CORNER,
 FH0563'2.8 FEET NORTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 FH0563'2 FEET.  MONUMENT PROJECTS 0.5 FOOT.
 FH0563
 FH0563                          STATION RECOVERY (1960)
 FH0563
 FH0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0054 ***********************************************************************
 FJ0054  DESIGNATION -  Q 8
 FJ0054  PID         -  FJ0054
 FJ0054  STATE/COUNTY-  OK/OKFUSKEE
 FJ0054  COUNTRY     -  US
 FJ0054  USGS QUAD   -  BOLEY (2018)
 FJ0054
 FJ0054                         *CURRENT SURVEY CONTROL
 FJ0054  ______________________________________________________________________
 FJ0054* NAD 83(1986) POSITION- 35 29 29.     (N) 096 29 41.     (W)   SCALED
 FJ0054* NAVD 88 ORTHO HEIGHT -   264.994 (meters)      869.40  (feet) ADJUSTED
 FJ0054  ______________________________________________________________________
 FJ0054  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 FJ0054  DYNAMIC HEIGHT  -        264.744 (meters)      868.58  (feet) COMP
 FJ0054  MODELED GRAVITY -    979,684.8   (mgal)                       NAVD 88
 FJ0054
 FJ0054  VERT ORDER      -  FIRST     CLASS II
 FJ0054
 FJ0054.The horizontal coordinates were scaled from a map and have
 FJ0054.an estimated accuracy of +/- 6 seconds.
 FJ0054
 FJ0054.The orthometric height was determined by differential leveling and
 FJ0054.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0054.in June 1991.
 FJ0054
 FJ0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0054.GEOID18 height accuracy estimate available here.
 FJ0054
 FJ0054.Click photographs - Photos may exist for this station.
 FJ0054
 FJ0054.The dynamic height is computed by dividing the NAVD 88
 FJ0054.geopotential number by the normal gravity value computed on the
 FJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0054.degrees latitude (g = 980.6199 gals.).
 FJ0054
 FJ0054.The modeled gravity was interpolated from observed gravity values.
 FJ0054
 FJ0054;                    North         East    Units  Estimated Accuracy
 FJ0054;SPC OK N     -    55,580.      736,580.      MT  (+/- 180 meters Scaled)
 FJ0054
 FJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE272304(NAD 83)
 FJ0054
 FJ0054                          SUPERSEDED SURVEY CONTROL
 FJ0054
 FJ0054  NGVD 29 (??/??/92)  264.863  (m)          868.97   (f) ADJ UNCH    1 2
 FJ0054
 FJ0054.Superseded values are not recommended for survey control.
 FJ0054
 FJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0054.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0054
 FJ0054_MARKER: DB = BENCH MARK DISK
 FJ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0054_STAMPING: Q 8 1933
 FJ0054_MARK LOGO: CGS
 FJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0054+STABILITY: SURFACE MOTION
 FJ0054
 FJ0054  HISTORY     - Date     Condition        Report By
 FJ0054  HISTORY     - 1933     MONUMENTED       CGS
 FJ0054  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0054
 FJ0054                          STATION DESCRIPTION
 FJ0054
 FJ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0054'0.6 MI W FROM BOLEY.
 FJ0054'0.6 MILE WEST 45 FT. NORTH OF CENTER LINE OF F. S. AND W. R. R.
 FJ0054'AT MILE POST 146 PLUS 10 POLES.  2 FT. SOUTH OF FENCE, 10 FT.
 FJ0054'WEST OF FENCE CORNER.  50 FT. WEST OF CENTER LINE OF DIRT ROAD.
 FJ0054
 FJ0054                          STATION RECOVERY (1964)
 FJ0054
 FJ0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0353 ***********************************************************************
 FJ0353  DESIGNATION -  Q 80
 FJ0353  PID         -  FJ0353
 FJ0353  STATE/COUNTY-  OK/OKLAHOMA
 FJ0353  COUNTRY     -  US
 FJ0353  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0353
 FJ0353                         *CURRENT SURVEY CONTROL
 FJ0353  ______________________________________________________________________
 FJ0353* NAD 83(1986) POSITION- 35 23 29.     (N) 097 33 11.     (W)   SCALED
 FJ0353* NAVD 88 ORTHO HEIGHT -   386.761 (meters)     1268.90  (feet) ADJUSTED
 FJ0353  ______________________________________________________________________
 FJ0353  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 FJ0353  DYNAMIC HEIGHT  -        386.389 (meters)     1267.68  (feet) COMP
 FJ0353  MODELED GRAVITY -    979,659.2   (mgal)                       NAVD 88
 FJ0353
 FJ0353  VERT ORDER      -  SECOND    CLASS 0
 FJ0353
 FJ0353.The horizontal coordinates were scaled from a map and have
 FJ0353.an estimated accuracy of +/- 6 seconds.
 FJ0353
 FJ0353.The orthometric height was determined by differential leveling and
 FJ0353.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0353.in August 1994.
 FJ0353
 FJ0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0353.GEOID18 height accuracy estimate available here.
 FJ0353
 FJ0353.Click photographs - Photos may exist for this station.
 FJ0353
 FJ0353.The dynamic height is computed by dividing the NAVD 88
 FJ0353.geopotential number by the normal gravity value computed on the
 FJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0353.degrees latitude (g = 980.6199 gals.).
 FJ0353
 FJ0353.The modeled gravity was interpolated from observed gravity values.
 FJ0353
 FJ0353;                    North         East    Units  Estimated Accuracy
 FJ0353;SPC OK N     -    43,520.      640,610.      MT  (+/- 180 meters Scaled)
 FJ0353
 FJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE314174(NAD 83)
 FJ0353
 FJ0353                          SUPERSEDED SURVEY CONTROL
 FJ0353
 FJ0353  NAVD 88 (06/15/91)  386.833  (m)         1269.13   (f) SUPERSEDED  2 0
 FJ0353  NGVD 29 (??/??/92)  386.699  (m)         1268.70   (f) ADJ UNCH    2 0
 FJ0353
 FJ0353.Superseded values are not recommended for survey control.
 FJ0353
 FJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0353.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0353
 FJ0353_MARKER: DB = BENCH MARK DISK
 FJ0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0353_SP_SET: CULVERT HEADWALL
 FJ0353_STAMPING: Q 80 1957
 FJ0353_MARK LOGO: CGS
 FJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0353+STABILITY: SURFACE MOTION
 FJ0353
 FJ0353  HISTORY     - Date     Condition        Report By
 FJ0353  HISTORY     - 1957     MONUMENTED       CGS
 FJ0353  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0353  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FJ0353
 FJ0353                          STATION DESCRIPTION
 FJ0353
 FJ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FJ0353'2.5 MI E FROM WILL ROGERS AIRPORT.
 FJ0353'LOCATED 2.5 MILES EAST ALONG S.W. 74 TH ST. FROM WILL ROGERS
 FJ0353'AIRPORT.  TO REACH FROM THE INTERSECTION OF U.S. RT. 77 AND S.W.
 FJ0353'74 TH ST. GO 2.6 MILES WEST ALONG S.W. 74 TH ST. TO A POINT
 FJ0353'OPPOSITE A GOLF COURSE.  MARK IS SET IN THE TOP OF THE SOUTH
 FJ0353'CONCRETE HEADWALL OF A CULVERT ABOUT 0.4 FT. ABOVE ROAD ELEVATION
 FJ0353'AND 13 FT. SOUTH OF THE CENTER LINE OF THE ROAD.
 FJ0353
 FJ0353                          STATION RECOVERY (1985)
 FJ0353
 FJ0353'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0353'MARK NOT FOUND.
 FJ0353
 FJ0353                          STATION RECOVERY (2022)
 FJ0353
 FJ0353'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0306 ***********************************************************************
 GJ0306  DESIGNATION -  Q 81
 GJ0306  PID         -  GJ0306
 GJ0306  STATE/COUNTY-  OK/ELLIS
 GJ0306  COUNTRY     -  US
 GJ0306  USGS QUAD   -  GAGE (2018)
 GJ0306
 GJ0306                         *CURRENT SURVEY CONTROL
 GJ0306  ______________________________________________________________________
 GJ0306* NAD 83(1986) POSITION- 36 17 49.     (N) 099 46 07.     (W)   SCALED
 GJ0306* NAVD 88 ORTHO HEIGHT -   668.062 (meters)     2191.80  (feet) ADJUSTED
 GJ0306  ______________________________________________________________________
 GJ0306  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GJ0306  DYNAMIC HEIGHT  -        667.390 (meters)     2189.60  (feet) COMP
 GJ0306  MODELED GRAVITY -    979,606.3   (mgal)                       NAVD 88
 GJ0306
 GJ0306  VERT ORDER      -  FIRST     CLASS II
 GJ0306
 GJ0306.This mark is at Gage Airport (GAG)
 GJ0306
 GJ0306.The horizontal coordinates were scaled from a map and have
 GJ0306.an estimated accuracy of +/- 6 seconds.
 GJ0306
 GJ0306.The orthometric height was determined by differential leveling and
 GJ0306.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0306.in June 1991.
 GJ0306
 GJ0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0306.GEOID18 height accuracy estimate available here.
 GJ0306
 GJ0306.Click photographs - Photos may exist for this station.
 GJ0306
 GJ0306.The dynamic height is computed by dividing the NAVD 88
 GJ0306.geopotential number by the normal gravity value computed on the
 GJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0306.degrees latitude (g = 980.6199 gals.).
 GJ0306
 GJ0306.The modeled gravity was interpolated from observed gravity values.
 GJ0306
 GJ0306;                    North         East    Units  Estimated Accuracy
 GJ0306;SPC OK N     -   145,350.      441,150.      MT  (+/- 180 meters Scaled)
 GJ0306
 GJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF309171(NAD 83)
 GJ0306
 GJ0306                          SUPERSEDED SURVEY CONTROL
 GJ0306
 GJ0306  NGVD 29 (??/??/92)  667.771  (m)         2190.85   (f) ADJ UNCH    1 2
 GJ0306
 GJ0306.Superseded values are not recommended for survey control.
 GJ0306
 GJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0306.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0306
 GJ0306_MARKER: DB = BENCH MARK DISK
 GJ0306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0306+WITH SETTING: PAVEMENT
 GJ0306_SP_SET: FLAGPOLE BASE
 GJ0306_STAMPING: Q 81 1945
 GJ0306_MARK LOGO: CGS
 GJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0306+STABILITY: SURFACE MOTION
 GJ0306
 GJ0306  HISTORY     - Date     Condition        Report By
 GJ0306  HISTORY     - 1945     MONUMENTED       CGS
 GJ0306
 GJ0306                          STATION DESCRIPTION
 GJ0306
 GJ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0306'2.1 MI SW FROM GAGE.
 GJ0306'IT IS 2.1 MILES SOUTHWEST OF GAGE, AT THE GAGE MUNICIPAL AIRPORT,
 GJ0306'30 FEET WEST OF THE RADIO CONTROL BUILDING AND IN THE CONCRETE
 GJ0306'BASE OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0508 ***********************************************************************
 FJ0508  DESIGNATION -  Q 9
 FJ0508  PID         -  FJ0508
 FJ0508  STATE/COUNTY-  OK/OKLAHOMA
 FJ0508  COUNTRY     -  US
 FJ0508  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0508
 FJ0508                         *CURRENT SURVEY CONTROL
 FJ0508  ______________________________________________________________________
 FJ0508* NAD 83(1986) POSITION- 35 27 24.     (N) 097 31 04.     (W)   SCALED
 FJ0508* NAVD 88 ORTHO HEIGHT -   363.452 (meters)     1192.43  (feet) ADJUSTED
 FJ0508  ______________________________________________________________________
 FJ0508  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 FJ0508  DYNAMIC HEIGHT  -        363.105 (meters)     1191.29  (feet) COMP
 FJ0508  MODELED GRAVITY -    979,666.7   (mgal)                       NAVD 88
 FJ0508
 FJ0508  VERT ORDER      -  FIRST     CLASS II
 FJ0508
 FJ0508.The horizontal coordinates were scaled from a map and have
 FJ0508.an estimated accuracy of +/- 6 seconds.
 FJ0508
 FJ0508.The orthometric height was determined by differential leveling and
 FJ0508.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0508.in August 1994.
 FJ0508
 FJ0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0508.GEOID18 height accuracy estimate available here.
 FJ0508
 FJ0508.Click photographs - Photos may exist for this station.
 FJ0508
 FJ0508.The dynamic height is computed by dividing the NAVD 88
 FJ0508.geopotential number by the normal gravity value computed on the
 FJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0508.degrees latitude (g = 980.6199 gals.).
 FJ0508
 FJ0508.The modeled gravity was interpolated from observed gravity values.
 FJ0508
 FJ0508;                    North         East    Units  Estimated Accuracy
 FJ0508;SPC OK N     -    50,780.      643,780.      MT  (+/- 180 meters Scaled)
 FJ0508
 FJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE345246(NAD 83)
 FJ0508
 FJ0508                          SUPERSEDED SURVEY CONTROL
 FJ0508
 FJ0508  NAVD 88 (06/15/91)  363.528  (m)         1192.67   (f) SUPERSEDED  1 2
 FJ0508  NGVD 29 (??/??/92)  363.392  (m)         1192.23   (f) ADJ UNCH    1 2
 FJ0508
 FJ0508.Superseded values are not recommended for survey control.
 FJ0508
 FJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0508.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0508
 FJ0508_MARKER: DB = BENCH MARK DISK
 FJ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0508_STAMPING: Q 9 1933
 FJ0508_MARK LOGO: CGS
 FJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0508+STABILITY: SURFACE MOTION
 FJ0508
 FJ0508  HISTORY     - Date     Condition        Report By
 FJ0508  HISTORY     - 1933     MONUMENTED       CGS
 FJ0508  HISTORY     - 1956     MARK NOT FOUND   USGS
 FJ0508
 FJ0508                          STATION DESCRIPTION
 FJ0508
 FJ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0508'IN OKLAHOMA CITY.
 FJ0508'IN OKLAHOMA CITY, A CROSS THE TRACKS FROM THE S.E. CORNER OF
 FJ0508'THE PASSENGER DEPOT OF THE C.R.I. AND P.R.R., AND THE FRISCO R.R.
 FJ0508'DEPOT AT OKLAHOMA CITY, 69.6 FEET N. OF THE N.E. CORNER OF THE
 FJ0508'STEAM PLANT FOR THE DEPOT, E. OF A CONCRETE SIDEWALK AND 37.1
 FJ0508'FEET S. OF THE CENTERLINE OF NEAREST TRACK.  6.5 FT W. OF N AND S
 FJ0508'FENCE, 0.6 FT E. OF CONC. WALK.
 FJ0508
 FJ0508                          STATION RECOVERY (1956)
 FJ0508
 FJ0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FJ0508'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0486 ***********************************************************************
 EM0486  DESIGNATION -  Q 96
 EM0486  PID         -  EM0486
 EM0486  STATE/COUNTY-  OK/GREER
 EM0486  COUNTRY     -  US
 EM0486  USGS QUAD   -  MANGUM NORTH (2018)
 EM0486
 EM0486                         *CURRENT SURVEY CONTROL
 EM0486  ______________________________________________________________________
 EM0486* NAD 83(1986) POSITION- 34 54 01.     (N) 099 31 11.     (W)   SCALED
 EM0486* NAVD 88 ORTHO HEIGHT -   491.076 (meters)     1611.14  (feet) POSTED
 EM0486  ______________________________________________________________________
 EM0486  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 EM0486  DYNAMIC HEIGHT  -        490.56  (meters)     1609.4   (feet) COMP
 EM0486  MODELED GRAVITY -    979,577.5   (mgal)                       NAVD 88
 EM0486
 EM0486  VERT ORDER      -  * POSTED, SEE BELOW
 EM0486
 EM0486.The horizontal coordinates were scaled from a map and have
 EM0486.an estimated accuracy of +/- 6 seconds.
 EM0486
 EM0486.The orthometric height was determined by differential leveling
 EM0486.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0486
 EM0486.* This is a POSTED BENCH MARK height.
 EM0486
 EM0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0486.GEOID18 height accuracy estimate available here.
 EM0486
 EM0486.Click photographs - Photos may exist for this station.
 EM0486
 EM0486.The dynamic height is computed by dividing the NAVD 88
 EM0486.geopotential number by the normal gravity value computed on the
 EM0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0486.degrees latitude (g = 980.6199 gals.).
 EM0486
 EM0486.The modeled gravity was interpolated from observed gravity values.
 EM0486
 EM0486;                    North         East    Units  Estimated Accuracy
 EM0486;SPC OK S     -   174,860.      461,110.      MT  (+/- 180 meters Scaled)
 EM0486
 EM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD525621(NAD 83)
 EM0486
 EM0486                          SUPERSEDED SURVEY CONTROL
 EM0486
 EM0486  NGVD 29 (??/??/92)  490.872  (m)         1610.47   (f) ADJ UNCH    2 0
 EM0486
 EM0486.Superseded values are not recommended for survey control.
 EM0486
 EM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0486.See file dsdata.pdf to determine how the superseded data were derived.
 EM0486
 EM0486_MARKER: DB = BENCH MARK DISK
 EM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0486_STAMPING: Q 96 1934
 EM0486_MARK LOGO: CGS
 EM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0486+STABILITY: SURFACE MOTION
 EM0486
 EM0486  HISTORY     - Date     Condition        Report By
 EM0486  HISTORY     - 1934     MONUMENTED       CGS
 EM0486  HISTORY     - 1971     MARK NOT FOUND   USGS
 EM0486
 EM0486                          STATION DESCRIPTION
 EM0486
 EM0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0486'3.2 MI N FROM MANGUM.
 EM0486'3.2 MI. W. OF MANGUM ALONG STATE NO. 9 AT ROAD JUNCTION, 36 FT. N.E.
 EM0486'OF CENTERLINE OF HWY. TO MANGUM, 58 FT. S. CENTER LINE OF HWY., AND 10
 EM0486'FT. E. OF SIGN MANGUM.
 EM0486
 EM0486                          STATION RECOVERY (1971)
 EM0486
 EM0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EM0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0454 ***********************************************************************
 EM0454  DESIGNATION -  Q 97
 EM0454  PID         -  EM0454
 EM0454  STATE/COUNTY-  OK/HARMON
 EM0454  COUNTRY     -  US
 EM0454  USGS QUAD   -  MCQUEEN (2018)
 EM0454
 EM0454                         *CURRENT SURVEY CONTROL
 EM0454  ______________________________________________________________________
 EM0454* NAD 83(1986) POSITION- 34 39 33.     (N) 099 39 59.     (W)   SCALED
 EM0454* NAVD 88 ORTHO HEIGHT -   457.162 (meters)     1499.87  (feet) POSTED
 EM0454  ______________________________________________________________________
 EM0454  GEOID HEIGHT    -        -27.820 (meters)                     GEOID18
 EM0454  DYNAMIC HEIGHT  -        456.66  (meters)     1498.2   (feet) COMP
 EM0454  MODELED GRAVITY -    979,528.5   (mgal)                       NAVD 88
 EM0454
 EM0454  VERT ORDER      -  * POSTED, SEE BELOW
 EM0454
 EM0454.The horizontal coordinates were scaled from a map and have
 EM0454.an estimated accuracy of +/- 6 seconds.
 EM0454
 EM0454.The orthometric height was determined by differential leveling
 EM0454.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0454
 EM0454.* This is a POSTED BENCH MARK height.
 EM0454
 EM0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0454.GEOID18 height accuracy estimate available here.
 EM0454
 EM0454.Click photographs - Photos may exist for this station.
 EM0454
 EM0454.The dynamic height is computed by dividing the NAVD 88
 EM0454.geopotential number by the normal gravity value computed on the
 EM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0454.degrees latitude (g = 980.6199 gals.).
 EM0454
 EM0454.The modeled gravity was interpolated from observed gravity values.
 EM0454
 EM0454;                    North         East    Units  Estimated Accuracy
 EM0454;SPC OK S     -   148,330.      447,270.      MT  (+/- 180 meters Scaled)
 EM0454
 EM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD389354(NAD 83)
 EM0454
 EM0454                          SUPERSEDED SURVEY CONTROL
 EM0454
 EM0454  NGVD 29 (??/??/92)  456.941  (m)         1499.15   (f) ADJ UNCH    2 0
 EM0454
 EM0454.Superseded values are not recommended for survey control.
 EM0454
 EM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0454.See file dsdata.pdf to determine how the superseded data were derived.
 EM0454
 EM0454_MARKER: DB = BENCH MARK DISK
 EM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0454_STAMPING: Q 97 1934
 EM0454_MARK LOGO: CGS
 EM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0454+STABILITY: SURFACE MOTION
 EM0454
 EM0454  HISTORY     - Date     Condition        Report By
 EM0454  HISTORY     - 1934     MONUMENTED       CGS
 EM0454  HISTORY     - 1963     GOOD             CGS
 EM0454
 EM0454                          STATION DESCRIPTION
 EM0454
 EM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0454'5.5 MI W FROM DUKE.
 EM0454'5.5 MI. W. OF ALONG M.K.T. RAILROAD. 3 POLES W. OF MILE POST NO. 96,
 EM0454'33 FT. W. OF CENTER LINE OF ROAD CROSSING TRACK, 40 FT. N. CENTER LINE
 EM0454'OF TRACK, 7 FT. S. OF FENCE CORNER, AND SET INSIDE OF FENCE CORNER ON
 EM0454'RAILRAOD RIGHT OF WAY.
 EM0454
 EM0454                          STATION RECOVERY (1963)
 EM0454
 EM0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0465 ***********************************************************************
 EK0465  DESIGNATION -  Q 99
 EK0465  PID         -  EK0465
 EK0465  STATE/COUNTY-  OK/MCCURTAIN
 EK0465  COUNTRY     -  US
 EK0465  USGS QUAD   -  CLEBIT (2019)
 EK0465
 EK0465                         *CURRENT SURVEY CONTROL
 EK0465  ______________________________________________________________________
 EK0465* NAD 83(1986) POSITION- 34 22 57.     (N) 095 01 46.     (W)   SCALED
 EK0465* NAVD 88 ORTHO HEIGHT -   251.330 (meters)      824.57  (feet) ADJUSTED
 EK0465  ______________________________________________________________________
 EK0465  GEOID HEIGHT    -        -30.966 (meters)                     GEOID18
 EK0465  DYNAMIC HEIGHT  -        251.051 (meters)      823.66  (feet) COMP
 EK0465  MODELED GRAVITY -    979,517.8   (mgal)                       NAVD 88
 EK0465
 EK0465  VERT ORDER      -  SECOND    CLASS 0
 EK0465
 EK0465.The horizontal coordinates were scaled from a map and have
 EK0465.an estimated accuracy of +/- 6 seconds.
 EK0465
 EK0465.The orthometric height was determined by differential leveling and
 EK0465.adjusted by the NATIONAL GEODETIC SURVEY
 EK0465.in June 1991.
 EK0465
 EK0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0465.GEOID18 height accuracy estimate available here.
 EK0465
 EK0465.Click photographs - Photos may exist for this station.
 EK0465
 EK0465.The dynamic height is computed by dividing the NAVD 88
 EK0465.geopotential number by the normal gravity value computed on the
 EK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0465.degrees latitude (g = 980.6199 gals.).
 EK0465
 EK0465.The modeled gravity was interpolated from observed gravity values.
 EK0465
 EK0465;                    North         East    Units  Estimated Accuracy
 EK0465;SPC OK S     -   120,400.      873,140.      MT  (+/- 180 meters Scaled)
 EK0465
 EK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU134064(NAD 83)
 EK0465
 EK0465                          SUPERSEDED SURVEY CONTROL
 EK0465
 EK0465  NGVD 29 (??/??/92)  251.255  (m)          824.33   (f) ADJ UNCH    2 0
 EK0465
 EK0465.Superseded values are not recommended for survey control.
 EK0465
 EK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0465.See file dsdata.pdf to determine how the superseded data were derived.
 EK0465
 EK0465_MARKER: DB = BENCH MARK DISK
 EK0465_SETTING: 66 = SET IN ROCK OUTCROP
 EK0465_STAMPING: Q 99 1960
 EK0465_MARK LOGO: CGS
 EK0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0465+STABILITY: POSITION/ELEVATION WELL
 EK0465
 EK0465  HISTORY     - Date     Condition        Report By
 EK0465  HISTORY     - 1960     MONUMENTED       CGS
 EK0465  HISTORY     - 1972     MARK NOT FOUND   USGS
 EK0465
 EK0465                          STATION DESCRIPTION
 EK0465
 EK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0465'1.5 MI SW FROM PICKENS.
 EK0465'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0465'AT PICKENS, THENCE 0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD, IN
 EK0465'SECTION 18, R 22 E, T 2 S, SET IN THE TOP OF A ROCK LEDGE ON
 EK0465'THE SOUTHEAST BANK OF THE ROAD, 20 FEET SOUTHEAST OF THE CENTER
 EK0465'LINE OF THE ROAD, AND ABOUT 2 FEET ABOVE THE ROAD.
 EK0465
 EK0465                          STATION RECOVERY (1972)
 EK0465
 EK0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EK0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0275 ***********************************************************************
 EL0275  DESIGNATION -  QQ 45 AFSFRY
 EL0275  PID         -  EL0275
 EL0275  STATE/COUNTY-  OK/PONTOTOC
 EL0275  COUNTRY     -  US
 EL0275  USGS QUAD   -  STONEWALL (2018)
 EL0275
 EL0275                         *CURRENT SURVEY CONTROL
 EL0275  ______________________________________________________________________
 EL0275* NAD 83(1986) POSITION- 34 39 39.     (N) 096 35 08.     (W)   SCALED
 EL0275* NAVD 88 ORTHO HEIGHT -   219.851 (meters)      721.29  (feet) ADJUSTED
 EL0275  ______________________________________________________________________
 EL0275  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 EL0275  DYNAMIC HEIGHT  -        219.637 (meters)      720.59  (feet) COMP
 EL0275  MODELED GRAVITY -    979,655.2   (mgal)                       NAVD 88
 EL0275
 EL0275  VERT ORDER      -  SECOND    CLASS 0
 EL0275
 EL0275.The horizontal coordinates were scaled from a map and have
 EL0275.an estimated accuracy of +/- 6 seconds.
 EL0275
 EL0275.The orthometric height was determined by differential leveling and
 EL0275.adjusted by the NATIONAL GEODETIC SURVEY
 EL0275.in June 1991.
 EL0275
 EL0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0275.GEOID18 height accuracy estimate available here.
 EL0275
 EL0275.Click photographs - Photos may exist for this station.
 EL0275
 EL0275.The dynamic height is computed by dividing the NAVD 88
 EL0275.geopotential number by the normal gravity value computed on the
 EL0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0275.degrees latitude (g = 980.6199 gals.).
 EL0275
 EL0275.The modeled gravity was interpolated from observed gravity values.
 EL0275
 EL0275;                    North         East    Units  Estimated Accuracy
 EL0275;SPC OK S     -   148,160.      729,640.      MT  (+/- 180 meters Scaled)
 EL0275
 EL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD212380(NAD 83)
 EL0275
 EL0275                          SUPERSEDED SURVEY CONTROL
 EL0275
 EL0275  NGVD 29 (??/??/92)  219.773  (m)          721.04   (f) ADJ UNCH    2 0
 EL0275
 EL0275.Superseded values are not recommended for survey control.
 EL0275
 EL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0275.See file dsdata.pdf to determine how the superseded data were derived.
 EL0275
 EL0275_MARKER: B = BOLT
 EL0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0275_STAMPING: QQ-45 1934
 EL0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0275+STABILITY: SURFACE MOTION
 EL0275
 EL0275  HISTORY     - Date     Condition        Report By
 EL0275  HISTORY     - 1934     MONUMENTED
 EL0275  HISTORY     - 1934     GOOD             CGS
 EL0275  HISTORY     - 1957     MARK NOT FOUND   USGS
 EL0275
 EL0275                          STATION DESCRIPTION
 EL0275
 EL0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0275'0.9 MI NW FROM FRISCO.
 EL0275'0.9 MILE NORTHWEST OF A-T AND SF RR. STATION AT FRISCO.  66 FEET
 EL0275'SOUTH OF MILE POST 29.  48 FEET EAST OF THE NEAREST RAIL OF THE
 EL0275'ATCHISON-TOPEKA AND SANTA FE RAILWAY TRACK.  ON RAILWAY PROPERTY
 EL0275'FENCE LINE.  ATCHISON-TOPEKA AND SANTA FE RAILWAY BENCH-MARK,
 EL0275'CONCRETE POST 4 INCHES SQUARE, WITH IRON BOLT SET IN TOP, 6
 EL0275'INCHES ABOVE THE GROUND.
 EL0275
 EL0275                          STATION RECOVERY (1957)
 EL0275
 EL0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EL0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1192 ***********************************************************************
 FH1192  CBN         -  This is a Cooperative Base Network Control Station.
 FH1192  DESIGNATION -  QUAHPORT
 FH1192  PID         -  FH1192
 FH1192  STATE/COUNTY-  OK/CHEROKEE
 FH1192  COUNTRY     -  US
 FH1192  USGS QUAD   -  THOMPSON CORNER (2019)
 FH1192
 FH1192                         *CURRENT SURVEY CONTROL
 FH1192  ______________________________________________________________________
 FH1192* NAD 83(2011) POSITION- 35 55 35.51425(N) 095 00 15.17430(W)   ADJUSTED
 FH1192* NAD 83(2011) ELLIP HT-   232.876 (meters)        (06/27/12)   ADJUSTED
 FH1192* NAD 83(2011) EPOCH   -  2010.00
 FH1192* NAVD 88 ORTHO HEIGHT -   261.9   (meters)      859.    (feet) GPS OBS
 FH1192  ______________________________________________________________________
 FH1192  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FH1192  GEOID HEIGHT    -        -28.944 (meters)                     GEOID96
 FH1192  GEOID HEIGHT    -        -29.015 (meters)                     GEOID18
 FH1192  NAD 83(2011) X  -   -451,059.105 (meters)                     COMP
 FH1192  NAD 83(2011) Y  - -5,151,264.410 (meters)                     COMP
 FH1192  NAD 83(2011) Z  -  3,721,730.207 (meters)                     COMP
 FH1192  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 FH1192
 FH1192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1192  Standards:
 FH1192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1192  -------------------------------------------------------------------
 FH1192  NETWORK    1.94   3.84           0.88   0.68   1.96      0.04512818
 FH1192  -------------------------------------------------------------------
 FH1192  Click here for local accuracies and other accuracy information.
 FH1192
 FH1192.This mark is at Tahlequah Airport (H73)
 FH1192
 FH1192.The horizontal coordinates were established by GPS observations
 FH1192.and adjusted by the National Geodetic Survey in June 2012.
 FH1192
 FH1192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1192.been affixed to the stable North American tectonic plate. See 
 FH1192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1192
 FH1192.The horizontal coordinates are valid at the epoch date displayed above
 FH1192.which is a decimal equivalence of Year/Month/Day.
 FH1192
 FH1192.The orthometric height was determined by GPS observations and a
 FH1192.high-resolution geoid model.
 FH1192
 FH1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1192.GEOID18 height accuracy estimate available here.
 FH1192
 FH1192.Click photographs - Photos may exist for this station.
 FH1192
 FH1192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1192
 FH1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1192
 FH1192.The ellipsoidal height was determined by GPS observations
 FH1192.and is referenced to NAD 83.
 FH1192
 FH1192. The following values were computed from the NAD 83(2011) position.
 FH1192
 FH1192;                    North         East     Units Scale Factor Converg.
 FH1192;SPC OK N     -   106,971.749   870,306.047   MT  0.99995420   +1 46 04.6
 FH1192;SPC OK N     -   350,956.48  2,855,329.09   sFT  0.99995420   +1 46 04.6
 FH1192;UTM  15      - 3,977,655.801   319,185.878   MT  1.00000287   -1 10 34.6
 FH1192
 FH1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1192!SPC OK N     -   0.99996345  x   0.99995420  =   0.99991765
 FH1192!UTM  15      -   0.99996345  x   1.00000287  =   0.99996632
 FH1192
 FH1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1918577655(NAD 83)
 FH1192
 FH1192                          SUPERSEDED SURVEY CONTROL
 FH1192
 FH1192  NAD 83(2007)-  35 55 35.51423(N)    095 00 15.17489(W) AD(2002.00) 0
 FH1192  ELLIP H (02/10/07)  232.891  (m)                       GP(2002.00)    
 FH1192  ELLIP H (04/16/01)  232.882  (m)                       GP(       ) 4 2
 FH1192  NAD 83(1993)-  35 55 35.51467(N)    095 00 15.17492(W) AD(       ) B
 FH1192  ELLIP H (05/09/94)  232.979  (m)                       GP(       ) 4 2
 FH1192  NAD 83(1986)-  35 55 35.52160(N)    095 00 15.17206(W) AD(       ) 2
 FH1192  NAVD 88 (01/13/95)  261.9    (m)  UNKNOWN  model used  GPS OBS        
 FH1192  NAVD 88 (05/09/94)  261.9    (m)  GEOID93  model used  GPS OBS        
 FH1192  NGVD 29 (11/30/89)  261.9    (m)  RAPSU86  model used  GPS OBS        
 FH1192
 FH1192.Superseded values are not recommended for survey control.
 FH1192
 FH1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1192.See file dsdata.pdf to determine how the superseded data were derived.
 FH1192
 FH1192_MARKER: I = METAL ROD
 FH1192_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1192_STAMPING: QUAHPORT 1989
 FH1192_MARK LOGO: NGS
 FH1192_PROJECTION: FLUSH
 FH1192_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1192+STABILITY: POSITION/ELEVATION WELL
 FH1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1192+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2008
 FH1192_ROD/PIPE-DEPTH: 2.4 meters
 FH1192_SLEEVE-DEPTH  : 1.0 meters
 FH1192
 FH1192  HISTORY     - Date     Condition        Report By
 FH1192  HISTORY     - 1989     MONUMENTED       NGS
 FH1192  HISTORY     - 19930505 GOOD             NGS
 FH1192  HISTORY     - 20081212 GOOD             AERODA
 FH1192
 FH1192                          STATION DESCRIPTION
 FH1192
 FH1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1192'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF TAHLEQUAH,
 FH1192'AT THE TAHLEQUAH/MUNICIPAL AIRPORT, IN THE SOUTH END OF THE MIDDLE ONE
 FH1192'OF THREE GRASS STRIPS BETWEEN THE PARALLEL TAXIWAY AND RUNWAY.
 FH1192'OWNERSHIP--CITY OF TAHLEQUAH, C/O AIRPORT MANAGER VALERIE CASHMERE,
 FH1192'BOX 1596, TAHLEQUAH OK 74465. PHONE (918) 456-8731.
 FH1192'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 (CHOCTAW
 FH1192'STREET) AND MUSKOGEE AVENUE IN CENTER OF TAHLEQUAH, GO WEST FOR 2.7 KM
 FH1192'(1.70 MI) ON HIGHWAY 51 TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH
 FH1192'FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A PAVED ROAD LEFT.  TURN
 FH1192'LEFT AND GO NORTHWEST FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE
 FH1192'ROAD TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE
 FH1192'NORTHWEST FOR 50 METERS PASSING THROUGH THE GATE AND ACROSS APRON TO
 FH1192'THE STATION ON THE RIGHT JUST PAST THE JUNCTION OF THE CONNECTING
 FH1192'TAXIWAY AND PARALLEL TAXIWAY.
 FH1192'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FH1192'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.4 METERS IN A GREASE
 FH1192'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FH1192'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FH1192'32.3 M (106.0 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 16.4 M
 FH1192'(53.8 FT) WEST FROM THE WEST EDGE OF A PARALLEL TAXIWAY, AND 10.7 M
 FH1192'(35.1 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING TAXIWAY.
 FH1192'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FH1192
 FH1192                          STATION RECOVERY (1993)
 FH1192
 FH1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FH1192'NOTE--THIS IS AN ACTIVE AIRPORT.  DO NOT VISIT STATION WITHOUT AIRPORT
 FH1192'MANAGERS PERMISSION.  AIRCRAFT HAVE THE RIGHT-OF-WAY.
 FH1192'STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF TAHLEQUAH, 0.6 KM
 FH1192'(0.35 MI) NORTH OF STATE HIGHWAY 51, AT THE TAHLEQUAH MUNICIPAL
 FH1192'AIRPORT, BETWEEN RUNWAY 17-35 AND THE PARALLEL TAXI/APRON, ON THE
 FH1192'NORTH SIDE OF A SHORT TAXI, 0.2 KM (0.10 MI) NORTHEAST OF THE AIRPORT
 FH1192'OFFICE.  OWNERSHIP--CITY OF TAHLEQUAH.  AIRPORT MANAGER (FBO) IS
 FH1192'DUTCH WILHELM, PO BOX 1596, TAHLEQUAH, OK 74465.  PHONE IS
 FH1192'918-456-8731.
 FH1192'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND 51 BUSINESS, ABOUT
 FH1192'5 KM (3.10 MI) WEST OF TAHLEQUAH, GO EAST ON HIGHWAY 51 BUSINESS FOR
 FH1192'0.30 KM (0.20 MI) TO A PAVED CROSSROAD AND NATIONAL GUARD BUILDING ON
 FH1192'THE RIGHT.  TURN LEFT, NORTH, ON WOODWARD AVENUE FOR 0.44 KM
 FH1192'(0.25 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  BEAR LEFT, WESTERLY,
 FH1192'ON PAVED ROAD FOR 0.38 KM (0.25 MI) TO A FENCE GAP AT THE AIRPORT
 FH1192'OFFICE.  PASS THROUGH GAP, THEN BEAR HALF RIGHT, NORTHWEST, ON APRON
 FH1192'FOR 0.25 KM (0.15 MI) TO A TAXI ON THE LEFT AND STATION.
 FH1192'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FH1192'GREASE FILLED SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED
 FH1192'BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 18.2 M (59.7 FT) NORTH
 FH1192'OF THE TAXI CENTER, 16.3 M (53.5 FT) WEST OF THE PARALLEL TAXI/APRON
 FH1192'EDGE, 40.0 M (131.2 FT) EAST OF THE RUNWAY CENTER, 18.4 M (60.4 FT)
 FH1192'NORTH-NORTHEAST OF THE TAXI CENTER AT THE STOP LINE, AND 9.6 M
 FH1192'(31.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SQUARE CATCH
 FH1192'BASIN GRATE.
 FH1192
 FH1192                          STATION RECOVERY (2008)
 FH1192
 FH1192'RECOVERY NOTE BY AERO DATA CORPORATION 2008 (RJG)
 FH1192'CONTACT AIRPORT MANAGER GREG BLISH (918)431-4139 FOR PERMISSION TO USE
 FH1192'BENCHMARK.  HINGE ON CAP COVERING BENCHMARK BROKEN, PLEASE REPLACE CAP
 FH1192'PROPERLY AFTER USE.  DIMPLE IN ROD NEEDS TO BE SLIGHTLY DEEPER.
 FH1192'AIRPORT IDENTIFIER IS NOW TQH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1193 ***********************************************************************
 FH1193  DESIGNATION -  QUAHPORT AZ MK
 FH1193  PID         -  FH1193
 FH1193  STATE/COUNTY-  OK/CHEROKEE
 FH1193  COUNTRY     -  US
 FH1193  USGS QUAD   -  THOMPSON CORNER (2019)
 FH1193
 FH1193                         *CURRENT SURVEY CONTROL
 FH1193  ______________________________________________________________________
 FH1193* NAD 83(1993) POSITION- 35 55 24.15938(N) 095 00 15.86874(W)   ADJUSTED
 FH1193* NAD 83(1993) ELLIP HT-   230.042 (meters)        (11/28/94)   ADJUSTED
 FH1193* NAVD 88 ORTHO HEIGHT -   258.8   (meters)      849.    (feet) VERTCON3
 FH1193  ______________________________________________________________________
 FH1193  GEOID HEIGHT    -        -29.020 (meters)                     GEOID18
 FH1193  NAD 83(1993) X  -   -451,094.161 (meters)                     COMP
 FH1193  NAD 83(1993) Y  - -5,151,465.169 (meters)                     COMP
 FH1193  NAD 83(1993) Z  -  3,721,445.129 (meters)                     COMP
 FH1193  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 FH1193  HORZ ORDER      -  SECOND
 FH1193  ELLP ORDER      -  FIFTH     CLASS I
 FH1193
 FH1193.This mark is at Tahlequah Airport (H73)
 FH1193
 FH1193.The horizontal coordinates were established by GPS observations
 FH1193.and adjusted by the National Geodetic Survey in November 1994.
 FH1193
 FH1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1193
 FH1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1193.GEOID18 height accuracy estimate available here.
 FH1193
 FH1193.Click photographs - Photos may exist for this station.
 FH1193
 FH1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1193
 FH1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1193
 FH1193.The ellipsoidal height was determined by GPS observations
 FH1193.and is referenced to NAD 83.
 FH1193
 FH1193. The following values were computed from the NAD 83(1993) position.
 FH1193
 FH1193;                    North         East     Units Scale Factor Converg.
 FH1193;SPC OK N     -   106,621.420   870,299.444   MT  0.99995443   +1 46 04.2
 FH1193;SPC OK N     -   349,807.11  2,855,307.43   sFT  0.99995443   +1 46 04.2
 FH1193;UTM  15      - 3,977,306.256   319,161.288   MT  1.00000298   -1 10 34.7
 FH1193
 FH1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1193!SPC OK N     -   0.99996390  x   0.99995443  =   0.99991833
 FH1193!UTM  15      -   0.99996390  x   1.00000298  =   0.99996688
 FH1193
 FH1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1916177306(NAD 83)
 FH1193
 FH1193                          SUPERSEDED SURVEY CONTROL
 FH1193
 FH1193  NAD 83(1986)-  35 55 24.16540(N)    095 00 15.86864(W) AD(       ) 2
 FH1193  NGVD 29 (11/30/89)  258.6    (m)  RAPSU86  model used  GPS OBS        
 FH1193
 FH1193.Superseded values are not recommended for survey control.
 FH1193
 FH1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1193.See file dsdata.pdf to determine how the superseded data were derived.
 FH1193
 FH1193_MARKER: I = METAL ROD
 FH1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1193_STAMPING: QUAHPORT AZ MK 1989
 FH1193_MARK LOGO: NGS
 FH1193_PROJECTION: FLUSH
 FH1193_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1193+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FH1193_ROD/PIPE-DEPTH: 2.2 meters
 FH1193_SLEEVE-DEPTH  : 1.0 meters
 FH1193
 FH1193  HISTORY     - Date     Condition        Report By
 FH1193  HISTORY     - 1989     MONUMENTED       NGS
 FH1193
 FH1193                          STATION DESCRIPTION
 FH1193
 FH1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FH1193'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF TAHLEQUAH,
 FH1193'AT THE TAHLEQUAH/MUNICIPAL AIRPORT, ALONG THE SOUTH SIDE OF THE
 FH1193'CONNECTING TAXIWAY FOR RUNWAY END 35.  OWNERSHIP--CITY OF TAHLEQUAH,
 FH1193'C/O AIRPORT MANAGER VALERIE CASHMERE, BOX 1596, TAHLEQUAH OK 74465.
 FH1193'PHONE (918) 456-8731.
 FH1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 (CHOCTAW
 FH1193'STREET) AND MUSKOGEE AVENUE IN THE CENTER OF TAHLEQUAH, GO WEST FOR
 FH1193'2.7 KM (1.70 MI) ON HIGHWAY 51 TO A PAVED CROSSROAD.  TURN RIGHT AND
 FH1193'GO NORTH FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A PAVED ROAD LEFT.
 FH1193'TURN LEFT AND GO NORTHWEST FOR 0.4 KM (0.25 MI) ON THE AIRPORT
 FH1193'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  GO WEST
 FH1193'FOR 50 METERS PASSING THROUGH THE GATE AND ACROSS APRON TO A PARALLEL
 FH1193'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE PARALLEL
 FH1193'TAXIWAY TO THE STATION ON THE RIGHT JUST PAST A CONNECTING TAXIWAY
 FH1193'RIGHT FOR RUNWAY END 35.
 FH1193'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FH1193'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.2 METERS IN A GREASE
 FH1193'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FH1193'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FH1193'28.8 M (94.5 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 FH1193'RUNWAY, 24.5 M (80.4 FT) WEST FROM THE EXTENDED CENTER OF THE PARALLEL
 FH1193'TAXIWAY, AND 3.7 M (12.1 FT) SOUTH FROM THE SOUTH EDGE OF THE
 FH1193'CONNECTING TAXIWAY.
 FH1193'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0672 ***********************************************************************
 GH0672  DESIGNATION -  QUAIL
 GH0672  PID         -  GH0672
 GH0672  STATE/COUNTY-  OK/NOBLE
 GH0672  COUNTRY     -  US
 GH0672  USGS QUAD   -  MARLAND (2018)
 GH0672
 GH0672                         *CURRENT SURVEY CONTROL
 GH0672  ______________________________________________________________________
 GH0672* NAD 83(1993) POSITION- 36 33 00.37205(N) 097 14 49.18182(W)   ADJUSTED
 GH0672* NAVD 88 ORTHO HEIGHT -   306.37  (+/-2cm)     1005.1   (feet) VERTCON3
 GH0672  ______________________________________________________________________
 GH0672  GEOID HEIGHT    -        -28.663 (meters)                     GEOID18
 GH0672  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 GH0672  HORZ ORDER      -  THIRD
 GH0672  VERT ORDER      -  THIRD ? (See Below)
 GH0672
 GH0672.The horizontal coordinates were established by classical geodetic methods
 GH0672.and adjusted by the National Geodetic Survey in November 1994.
 GH0672
 GH0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0672
 GH0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0672.GEOID18 height accuracy estimate available here.
 GH0672
 GH0672.The vertical order pertains to the NGVD 29 superseded value.
 GH0672
 GH0672.Click photographs - Photos may exist for this station.
 GH0672
 GH0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0672
 GH0672. The following values were computed from the NAD 83(1993) position.
 GH0672
 GH0672;                    North         East     Units Scale Factor Converg.
 GH0672;SPC OK N     -   172,252.753   667,416.204   MT  0.99996765   +0 26 39.8
 GH0672;SPC OK N     -   565,132.57  2,189,681.33   sFT  0.99996765   +0 26 39.8
 GH0672;UTM  14      - 4,046,395.394   656,896.808   MT  0.99990329   +1 02 39.0
 GH0672
 GH0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0672!SPC OK N     -   0.99995642  x   0.99996765  =   0.99992407
 GH0672!UTM  14      -   0.99995642  x   0.99990329  =   0.99985971
 GH0672
 GH0672:                Primary Azimuth Mark                     Grid Az
 GH0672:SPC OK N     -  QUAIL AZ MK                              086 37 02.4
 GH0672:UTM  14      -  QUAIL AZ MK                              086 01 03.2
 GH0672
 GH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5689646395(NAD 83)
 GH0672
 GH0672|---------------------------------------------------------------------|
 GH0672| PID    Reference Object                     Distance      Geod. Az  |
 GH0672|                                                           dddmmss.s |
 GH0672| GH0674 IL                                   33.096 METERS 03514     |
 GH0672| GH0673 MARLAND MUNICIPAL TANK              APPROX. 8.6 KM 0833528.4 |
 GH0672| CL6059 QUAIL AZ MK                                        0870342.2 |
 GH0672| CL6060 QUAIL RM 1                           11.028 METERS 17648     |
 GH0672| GH0681 TONKAWA WEST MUNICIPAL TANK         APPROX.15.4 KM 3385028.1 |
 GH0672| GH0684 TONKAWA FARMERS COOP ELEVATOR       APPROX.15.1 KM 3391125.7 |
 GH0672| GH0680 TONKAWA EAST MUNICIPAL TANK         APPROX.15.3 KM 3413714.4 |
 GH0672|---------------------------------------------------------------------|
 GH0672
 GH0672                          SUPERSEDED SURVEY CONTROL
 GH0672
 GH0672  NAD 83(1986)-  36 33 00.38185(N)    097 14 49.16950(W) AD(       ) 3
 GH0672  NAD 27      -  36 33 00.24087(N)    097 14 48.00185(W) AD(       ) 3
 GH0672  NGVD 29             306.24   (m)         1004.7    (f) LEVELING    3  
 GH0672
 GH0672.Superseded values are not recommended for survey control.
 GH0672
 GH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0672.See file dsdata.pdf to determine how the superseded data were derived.
 GH0672
 GH0672_MARKER: DS = TRIANGULATION STATION DISK
 GH0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0672_STAMPING: QUAIL 1963
 GH0672_MARK LOGO: CGS
 GH0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0672+STABILITY: SURFACE MOTION
 GH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0672+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2010
 GH0672
 GH0672  HISTORY     - Date     Condition        Report By
 GH0672  HISTORY     - 1963     MONUMENTED       CGS
 GH0672  HISTORY     - 20101207 GOOD             INDIV
 GH0672
 GH0672                          STATION DESCRIPTION
 GH0672
 GH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0672'STATION IS LOCATED ABOUT 6.0 MILES WEST SOUTHWEST OF MARLAND,
 GH0672'9.5 MILES SOUTH SOUTHEAST OF TONKAWA ON THE RIGHT-OF-WAY ALONG
 GH0672'THE SOUTH SIDE OF U.S. HIGHWAY 77.
 GH0672'
 GH0672'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE,
 GH0672'IN MARLAND, GO SOUTH AND WEST ON U.S. HIGHWAY 77 FOR 5.4 MILES
 GH0672'TO THE AZIMUTH MARK ALONG THE SOUTH SIDE OF THE HIGHWAY.
 GH0672'CONTINUE WESTERLY 0.4 MILE TO STATION.
 GH0672'
 GH0672'STATION, STAMPED QUAIL 1963, IS A STANDARD USC AND GS BRONZE
 GH0672'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 GH0672'PROJECTS ABOUT 2-INCHES.  IT IS 134.5 FEET SOUTH OF THE
 GH0672'CENTERLINE OF U.S. HIGHWAY 77 AND A GRAVELLED ROAD, 32.8 FEET
 GH0672'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 5.2 FEET NORTH
 GH0672'NORTHWEST OF FENCE CORNER AND 2.6 FEET EAST OF A STANDARD METAL
 GH0672'WITNESS POST.
 GH0672'
 GH0672'R.M. 1, STAMPED QUAIL NO 1 1963, IS A STANDARD USC AND GS
 GH0672'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GH0672'THAT IS FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION AS
 GH0672'THE STATION.  IT IS 31.5 FEET SOUTH OF FENCE CORNER, 30.0
 GH0672'FEET WEST OF THE CENTERLINE OF THE GRAVELLED ROAD AND 2.0
 GH0672'FEET EAST OF FENCE LINE.
 GH0672'
 GH0672'IL (USGS) IS A USGS BRONZE DISK SET IN THE TOP OF AN 8-INCH
 GH0672'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT THE
 GH0672'SAME ELEVATION AS THE STATION.  IT IS 40.4 FEET SOUTH OF THE
 GH0672'CENTERLINE OF U.S. HIGHWAY 77, 32.0 FEET EAST OF THE CENTERLINE
 GH0672'OF GRAVELLED ROAD, 13.2 FEET SOUTHEAST OF HIGHWAY STOP SIGN
 GH0672'AND 8.0 FEET SOUTH OF POWER LINE POLE.  MARK IS STAMPED IL 1930.
 GH0672'
 GH0672'AZIMUTH MARK, STAMPED QUAIL 1963, IS A STANDARD USC AND GS
 GH0672'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GH0672'THAT IS 3-INCHES BELOW THE GROUND.  IT IS 31.3 FEET SOUTH OF
 GH0672'THE CENTERLINE OF U.S. HIGHWAY 77, 2.8 FEET EAST OF STANDARD
 GH0672'METAL WITNESS POST, 1.3 FEET WEST OF POWER LINE POLE AND
 GH0672'ABOUT 0.05 MILE WEST OF FENCE CORNER.
 GH0672
 GH0672                          STATION RECOVERY (2010)
 GH0672
 GH0672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0672'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0843 ***********************************************************************
 EM0843  DESIGNATION -  QUANAH
 EM0843  PID         -  EM0843
 EM0843  STATE/COUNTY-  OK/COMANCHE
 EM0843  COUNTRY     -  US
 EM0843  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0843
 EM0843                         *CURRENT SURVEY CONTROL
 EM0843  ______________________________________________________________________
 EM0843* NAD 83(1993) POSITION- 34 40 53.49603(N) 098 38 45.91719(W)   ADJUSTED
 EM0843* NAVD 88 ORTHO HEIGHT -   524.0   (meters)     1719.    (feet) VERTCON3
 EM0843  ______________________________________________________________________
 EM0843  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 EM0843  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 EM0843  HORZ ORDER      -  SECOND
 EM0843
 EM0843.The horizontal coordinates were established by classical geodetic methods
 EM0843.and adjusted by the National Geodetic Survey in November 1994.
 EM0843
 EM0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0843
 EM0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0843.GEOID18 height accuracy estimate available here.
 EM0843
 EM0843.Click photographs - Photos may exist for this station.
 EM0843
 EM0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0843
 EM0843. The following values were computed from the NAD 83(1993) position.
 EM0843
 EM0843;                    North         East     Units Scale Factor Converg.
 EM0843;SPC OK S     -   149,735.857   540,796.305   MT  0.99993738   -0 22 00.2
 EM0843;SPC OK S     -   491,258.39  1,774,262.54   sFT  0.99993738   -0 22 00.2
 EM0843;UTM  14      - 3,837,783.485   532,419.746   MT  0.99961295   +0 12 05.0
 EM0843
 EM0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0843!SPC OK S     -   0.99992176  x   0.99993738  =   0.99985914
 EM0843!UTM  14      -   0.99992176  x   0.99961295  =   0.99953474
 EM0843
 EM0843:                Primary Azimuth Mark                     Grid Az
 EM0843:SPC OK S     -  TT 8 E                                   028 58 20.0
 EM0843:UTM  14      -  TT 8 E                                   028 24 14.8
 EM0843
 EM0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3241937783(NAD 83)
 EM0843
 EM0843|---------------------------------------------------------------------|
 EM0843| PID    Reference Object                     Distance      Geod. Az  |
 EM0843|                                                           dddmmss.s |
 EM0843| EM0840 TT 8 E                              APPROX. 3.4 KM 0283619.8 |
 EM0843| EM0803 FORT SILL MC KINLEY MT TARGET       APPROX. 3.5 KM 0643055.5 |
 EM0843| CX8002 QUANAH RM 1                          21.479 METERS 10606     |
 EM0843| CX8003 QUANAH RM 2                          11.681 METERS 20121     |
 EM0843|---------------------------------------------------------------------|
 EM0843
 EM0843                          SUPERSEDED SURVEY CONTROL
 EM0843
 EM0843  NAD 83(1986)-  34 40 53.50296(N)    098 38 45.90087(W) AD(       ) 2
 EM0843  NAD 27      -  34 40 53.24400(N)    098 38 44.68600(W) AD(       ) 2
 EM0843  NGVD 29 (07/19/86)  523.9    (m)         1719.     (f) VERT ANG       
 EM0843
 EM0843.Superseded values are not recommended for survey control.
 EM0843
 EM0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0843.See file dsdata.pdf to determine how the superseded data were derived.
 EM0843
 EM0843_MARKER: DS = TRIANGULATION STATION DISK
 EM0843_SETTING: 80 = SET IN A BOULDER
 EM0843_STAMPING: QUANAH 1947
 EM0843_MARK LOGO: CGS
 EM0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0843+STABILITY: SURFACE MOTION
 EM0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0843+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2016
 EM0843
 EM0843  HISTORY     - Date     Condition        Report By
 EM0843  HISTORY     - 1947     MONUMENTED       CGS
 EM0843  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EM0843  HISTORY     - 1964     GOOD             CGS
 EM0843  HISTORY     - 20160212 GOOD             GEOCAC
 EM0843
 EM0843                          STATION DESCRIPTION
 EM0843
 EM0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0843'STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF CACHE, ON THE SUMMIT
 EM0843'OF A ROCKY PEAK WHICH IS KNOWN LOCALLY AS QUANAH PEAK.  IT
 EM0843'IS JUST SOUTH OF THE WILDLIFE REFUGE BOUNDARY LINE.  IT IS
 EM0843'SET IN A DRILL HOLE IN A HUGE BOULDER AND IS STAMPED QUANAH 1947.
 EM0843'
 EM0843'REFERENCE MARK NO. 1 IS ALSO IN A HUGE BOULDER, AT THE EAST EDGE
 EM0843'OF A GRASSY CLEARING AND ABOUT 8 FEET LOWER THAN THE STATION.
 EM0843'IT IS STAMPED QUANAH NO 1 1947.
 EM0843'
 EM0843'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF ANOTHER HUGE
 EM0843'BOULDER WHICH IS ALSO ABOUT 8 FEET LOWER THAN THE STATION.
 EM0843'IT IS STAMPED QUANAH NO 2 1947.
 EM0843'
 EM0843'THE AZIMUTH MARK IS ABOUT 2 MILES NORTH-NORTHEAST OF THE STATION,
 EM0843'1.95 MILES NORTH OF THE ENTRANCE TO THE GAME REFUGE, IN A
 EM0843'TRIANGLE FORMED BY THE INTERSECTION OF TWO PAVED ROADS.
 EM0843'IT IS 115 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 EM0843'PAVED ROAD.  IT IS A USGS BENCH MARK DISK SET IN A 6-INCH SQUARE
 EM0843'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS STAMPED
 EM0843'TT8E 1936 ELEV. 1484 FEET.
 EM0843'
 EM0843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62
 EM0843'AND OKLAHOMA HIGHWAY 49 AT CACHE, GO NORTH ON OKLAHOMA HIGHWAY
 EM0843'49 FOR 4.1 MILES AND PASS THROUGH THE ENTRANCE TO THE WILDLIFE
 EM0843'REFUGE.  GO 0.05 MILE AND TURN SHARP LEFT OFF THE HIGHWAY.
 EM0843'GO ABOUT 0.45 MILE ALONG THE INSIDE OF THE BOUNDARY FENCE
 EM0843'AND KEEP STRAIGHT AHEAD, WEST, WHERE THE ROAD CURVES NORTHWEST.
 EM0843'GO ABOUT 50 YARDS TO THE END OF TRUCK TRAVEL IN A SMALL
 EM0843'CLEARING.  PACK WESTERLY ALONG THE NORTH SIDE OF THE BOUNDARY
 EM0843'FENCE TO THE SECOND ANGLE IN THE FENCE, THEN CROSS THE FENCE
 EM0843'AND PACK SOUTHWEST TO THE SUMMIT OF THE PEAK AND THE
 EM0843'STATION.  IT IS ABOUT A 30 MINUTE PACK.
 EM0843'
 EM0843'A 4-FOOT SIGNAL AT MT. SCOTT IS VISIBLE FROM THE GROUND.
 EM0843'
 EM0843'A 74-FOOT SIGNAL AT HOLLIDAY IS VISIBLE FROM THE GROUND.
 EM0843'
 EM0843'A 4-FOOT SIGNAL AT CACHE IS VISIBLE FROM THE GROUND.
 EM0843'
 EM0843'A 74-FOOT SIGNAL AT HOMA IS VISIBLE FROM THE GROUND.
 EM0843
 EM0843                          STATION RECOVERY (1963)
 EM0843
 EM0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0843'THE STATION WAS NOT VISITED DUE TO THE FACT IT IS IN AN
 EM0843'IMPACT AREA OF THE FORT SILL MILITARY RESERVATION.  ARTILLERY
 EM0843'TRAINING IS EXERCISED EVERY DAY OF THE WEEK.
 EM0843'
 EM0843'THE FORT SILL ARMY ENGINEERS OFFICE WAS CONTACTED AND THEY
 EM0843'ASSURED THE STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.
 EM0843'ALTHOUGH THEY HAD NOT VISITED THE AZIMUTH MARK.
 EM0843
 EM0843                          STATION RECOVERY (1964)
 EM0843
 EM0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0843'STATION IS RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD
 EM0843'CONDITION.  THE STATION IS ON THE FORT SILL MILITARY RESERVATION
 EM0843'ABOUT 40 METERS SOUTH OF THE NORTH BOUNDARY OF THE RESERVATION.
 EM0843'THE BOUNDARY IS NOT PHYSICALLY MARKED ON THE GROUND IN THE
 EM0843'VICINITY OF THE STATION.  A METAL TRIPOD SIGNAL HAS BEEN ERECTED
 EM0843'OVER THE STATION.  THE LEGS OF THE TRIPOD ARE EMBEDDED IN
 EM0843'CONCRETE.  A BANNER CONSISTING OF ALTERNATING BLACK AND WHITE
 EM0843'BOARDS 4 INCHES WIDE SURMOUNTS THE TRIPOD.  THE TOP OF THE
 EM0843'BANNER IS 4.74 METERS ABOVE THE STATION MARK.  THERE IS AMPLE
 EM0843'ROOM TO SET UP AN INSTRUMENT UNDER THE TRIPOD.
 EM0843
 EM0843                          STATION RECOVERY (2016)
 EM0843
 EM0843'RECOVERY NOTE BY GEOCACHING 2016 (MDR)
 EM0843'STATION AND REFERENCE MARKS ALL RECOVERED IN GOOD CONDITION.  AZIMUTH
 EM0843'MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0719 ***********************************************************************
 GG0719  DESIGNATION -  QUAPAW
 GG0719  PID         -  GG0719
 GG0719  STATE/COUNTY-  OK/OTTAWA
 GG0719  COUNTRY     -  US
 GG0719  USGS QUAD   -  PICHER (2018)
 GG0719
 GG0719                         *CURRENT SURVEY CONTROL
 GG0719  ______________________________________________________________________
 GG0719* NAD 83(1997) POSITION- 36 56 56.19995(N) 094 47 15.49361(W)   ADJUSTED
 GG0719* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 GG0719  ______________________________________________________________________
 GG0719  GEOID HEIGHT    -        -29.474 (meters)                     GEOID18
 GG0719  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 GG0719  HORZ ORDER      -  SECOND
 GG0719
 GG0719.The horizontal coordinates were established by classical geodetic methods
 GG0719.and adjusted by the National Geodetic Survey in October 1998.
 GG0719
 GG0719.The orthometric height was scaled from a topographic map.
 GG0719
 GG0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0719.GEOID18 height accuracy estimate available here.
 GG0719
 GG0719.Click photographs - Photos may exist for this station.
 GG0719
 GG0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0719
 GG0719. The following values were computed from the NAD 83(1997) position.
 GG0719
 GG0719;                    North         East     Units Scale Factor Converg.
 GG0719;SPC OK N     -   220,985.215   886,087.621   MT  1.00003834   +1 53 44.8
 GG0719;SPC OK N     -   725,015.66  2,907,105.80   sFT  1.00003834   +1 53 44.8
 GG0719;SPC OK N     -   725,015.66  2,907,105.80   sFT  1.00003834   +1 53 44.8
 GG0719;SPC MO W     -    86,842.426   824,381.308   MT  0.99994926   -0 10 22.4
 GG0719;SPC OK N     -   220,985.215   886,087.621   MT  1.00003834   +1 53 44.8
 GG0719;UTM  15      - 4,090,701.494   340,829.566   MT  0.99991212   -1 04 29.2
 GG0719
 GG0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0719!SPC OK N     -   0.99996397  x   1.00003834  =   1.00000230
 GG0719!SPC MO W     -   0.99996397  x   0.99994926  =   0.99991323
 GG0719!SPC OK N     -   0.99996397  x   1.00003834  =   1.00000230
 GG0719!UTM  15      -   0.99996397  x   0.99991212  =   0.99987609
 GG0719
 GG0719:                Primary Azimuth Mark                     Grid Az
 GG0719:SPC OK N     -  QUAPAW AZ MK                             178 03 33.2
 GG0719:SPC MO W     -  QUAPAW AZ MK                             180 07 40.4
 GG0719:SPC OK N     -  QUAPAW AZ MK                             178 03 33.2
 GG0719:UTM  15      -  QUAPAW AZ MK                             181 01 47.2
 GG0719
 GG0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4082990701(NAD 83)
 GG0719
 GG0719|---------------------------------------------------------------------|
 GG0719| PID    Reference Object                     Distance      Geod. Az  |
 GG0719|                                                           dddmmss.s |
 GG0719| GG0721 QUAPAW MUNICIPAL TANK               223.612 METERS 01515     |
 GG0719| CI2106 QUAPAW RM 1                           8.984 METERS 03625     |
 GG0719| GG0717 RADIO STA KGLC CEN MAST OF 3        APPROX. 6.5 KM 1782500.5 |
 GG0719| CI2105 QUAPAW AZ MK                                       1795718.0 |
 GG0719| CI2107 QUAPAW RM 2                          10.803 METERS 30821     |
 GG0719|---------------------------------------------------------------------|
 GG0719
 GG0719                          SUPERSEDED SURVEY CONTROL
 GG0719
 GG0719  NAD 83(1993)-  36 56 56.20468(N)    094 47 15.49405(W) AD(       ) 2
 GG0719  NAD 83(1986)-  36 56 56.21699(N)    094 47 15.48862(W) AD(       ) 2
 GG0719  NAD 27      -  36 56 55.97790(N)    094 47 14.67700(W) AD(       ) 2
 GG0719
 GG0719.Superseded values are not recommended for survey control.
 GG0719
 GG0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0719.See file dsdata.pdf to determine how the superseded data were derived.
 GG0719
 GG0719_MARKER: DS = TRIANGULATION STATION DISK
 GG0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0719_STAMPING: QUAPAW 1960
 GG0719_MARK LOGO: CGS
 GG0719_PROJECTION: FLUSH
 GG0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0719+STABILITY: SURFACE MOTION
 GG0719
 GG0719  HISTORY     - Date     Condition        Report By
 GG0719  HISTORY     - 1960     MONUMENTED       CGS
 GG0719  HISTORY     - 19920728 MARK NOT FOUND   USGS
 GG0719
 GG0719                          STATION DESCRIPTION
 GG0719
 GG0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0719'ABOUT 1/2 MILE SOUTH OF QUAPAW, IN THE SOUTHWEST 1/4 OF
 GG0719'SEC. 35, T. 29 N., R. 23 E., AND ON THE PROPERTY OF MR. PAUL
 GG0719'LARGE.  IT IS 63 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 GG0719'137, 55 FEET NORTHEAST OF A FENCE CORNER, 49 FEET NORTHWEST
 GG0719'OF THE NORTH RAIL OF A RAILROAD TRACK, 27 FEET EAST OF A
 GG0719'WIRE FENCE, 3 FEET WEST OF A WIRE FENCE AND 3 FEET NORTHWEST OF
 GG0719'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 GG0719'QUAPAW 1960.
 GG0719'
 GG0719'TO REACH FROM THE MAIN CROSSROAD IN QUAPAW, GO SOUTH ON
 GG0719'U.S. HIGHWAY 66 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY
 GG0719'66 AND STATE HIGHWAY 137 AND THE STATION APPROXIMATELY 100
 GG0719'FEET SOUTHEAST.
 GG0719'
 GG0719'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 GG0719'HIGHWAY 137 FOR 1.1 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 GG0719'MARK ON THE LEFT.
 GG0719'
 GG0719'REFERENCE MARK 1 IS 47 FEET NORTHWEST OF THE NORTH RAIL OF
 GG0719'THE RAILROAD TRACK AND 6 INCHES WEST OF THE WIRE FENCE.  THE
 GG0719'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED QUAPAW NO
 GG0719'1 1960.
 GG0719'
 GG0719'REFERENCE MARK 2 IS 71 FEET NORTH OF THE FENCE CORNER, 37
 GG0719'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 137 AND 6 INCHES
 GG0719'WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 GG0719'IS STAMPED QUAPAW NO 2 1960.
 GG0719'
 GG0719'THE AZIMUTH MARK IS 155 FEET SOUTH OF THE CENTERLINE OF
 GG0719'A GRAVELED ROAD, 46 FEET EAST OF THE CENTERLINE OF STATE
 GG0719'HIGHWAY 137, 2 FEET WEST OF A WIRE FENCE AND WITNESS POST.
 GG0719'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED QUAPAW
 GG0719'1960.
 GG0719'
 GG0719'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0719
 GG0719                          STATION RECOVERY (1992)
 GG0719
 GG0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 GG0719'MARK NOT FOUND.  DID FIND QUAPAW NO 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0614 ***********************************************************************
 EM0614  DESIGNATION -  QUARRY
 EM0614  PID         -  EM0614
 EM0614  STATE/COUNTY-  OK/COMANCHE
 EM0614  COUNTRY     -  US
 EM0614  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0614
 EM0614                         *CURRENT SURVEY CONTROL
 EM0614  ______________________________________________________________________
 EM0614* NAD 83(1993) POSITION- 34 39 23.41363(N) 098 22 28.96465(W)   ADJUSTED
 EM0614* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 EM0614  ______________________________________________________________________
 EM0614  GEOID HEIGHT    -        -25.779 (meters)                     GEOID18
 EM0614  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 EM0614  HORZ ORDER      -  THIRD
 EM0614
 EM0614.The horizontal coordinates were established by classical geodetic methods
 EM0614.and adjusted by the National Geodetic Survey in November 1994.
 EM0614
 EM0614.The orthometric height was scaled from a topographic map.
 EM0614
 EM0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0614.GEOID18 height accuracy estimate available here.
 EM0614
 EM0614.Click photographs - Photos may exist for this station.
 EM0614
 EM0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0614
 EM0614. The following values were computed from the NAD 83(1993) position.
 EM0614
 EM0614;                    North         East     Units Scale Factor Converg.
 EM0614;SPC OK S     -   146,834.409   565,653.111   MT  0.99993674   -0 12 45.7
 EM0614;SPC OK S     -   481,739.22  1,855,813.58   sFT  0.99993674   -0 12 45.7
 EM0614;UTM  14      - 3,835,129.511   557,296.348   MT  0.99964046   +0 21 20.1
 EM0614
 EM0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0614!SPC OK S     -   0.99994705  x   0.99993674  =   0.99988379
 EM0614!UTM  14      -   0.99994705  x   0.99964046  =   0.99958753
 EM0614
 EM0614:                Primary Azimuth Mark                     Grid Az
 EM0614:SPC OK S     -  FORT SILL 38 TARGET                      026 09 16.4
 EM0614:UTM  14      -  FORT SILL 38 TARGET                      025 35 10.6
 EM0614
 EM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5729635129(NAD 83)
 EM0614
 EM0614|---------------------------------------------------------------------|
 EM0614| PID    Reference Object                     Distance      Geod. Az  |
 EM0614|                                                           dddmmss.s |
 EM0614| EM0618 FORT SILL 38 TARGET                 APPROX. 3.1 KM 0255630.7 |
 EM0614|---------------------------------------------------------------------|
 EM0614
 EM0614                          SUPERSEDED SURVEY CONTROL
 EM0614
 EM0614  NAD 83(1986)-  34 39 23.41722(N)    098 22 28.94967(W) AD(       ) 3
 EM0614  NAD 27      -  34 39 23.15600(N)    098 22 27.76400(W) AD(       ) 3
 EM0614
 EM0614.Superseded values are not recommended for survey control.
 EM0614
 EM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0614.See file dsdata.pdf to determine how the superseded data were derived.
 EM0614
 EM0614_MARKER: I = METAL ROD
 EM0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0614+STABILITY: SURFACE MOTION
 EM0614
 EM0614  HISTORY     - Date     Condition        Report By
 EM0614  HISTORY     - 1945     MONUMENTED       USA
 EM0614  HISTORY     - 1988     MARK NOT FOUND   USGS
 EM0614  HISTORY     - 20140727 MARK NOT FOUND   GEOCAC
 EM0614
 EM0614                          STATION DESCRIPTION
 EM0614
 EM0614'DESCRIBED BY US ARMY 1945
 EM0614'ON HIGHEST POINT OF QUARRY HILL LYING MIDWAY BETWEEN CACHE CREEK
 EM0614'AND THE RR TRACKS.  MARKED BY A 1/2 IN ROD EMBEDDED IN A 12
 EM0614'INCH SQUARE BLOCK OF CONCRETE FLUSH WITH GROUND.  QUAD SIGNAL
 EM0614'CONSTRUCTED OF 2 INCH IRON PIPE SET IN CONCRETE OVER STATION.
 EM0614
 EM0614                          STATION RECOVERY (1988)
 EM0614
 EM0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (WEK)
 EM0614'MARK NOT FOUND.
 EM0614
 EM0614                          STATION RECOVERY (2014)
 EM0614
 EM0614'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0614'NEW DISK LABELED SCP HICKS DATED OCT 84 IS NOW IN ITS PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1011 ***********************************************************************
 EM1011  DESIGNATION -  QUARRY
 EM1011  PID         -  EM1011
 EM1011  STATE/COUNTY-  OK/GREER
 EM1011  COUNTRY     -  US
 EM1011  USGS QUAD   -  MANGUM SOUTH (2018)
 EM1011
 EM1011                         *CURRENT SURVEY CONTROL
 EM1011  ______________________________________________________________________
 EM1011* NAD 83(1993) POSITION- 34 45 08.63463(N) 099 32 14.37696(W)   ADJUSTED
 EM1011* NAVD 88 ORTHO HEIGHT -   515.4   (meters)     1691.    (feet) VERTCON3
 EM1011  ______________________________________________________________________
 EM1011  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 EM1011  LAPLACE CORR    -          3.50  (seconds)                    DEFLEC18
 EM1011  HORZ ORDER      -  FIRST
 EM1011
 EM1011.The horizontal coordinates were established by classical geodetic methods
 EM1011.and adjusted by the National Geodetic Survey in November 1994.
 EM1011
 EM1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1011
 EM1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1011.GEOID18 height accuracy estimate available here.
 EM1011
 EM1011.Click photographs - Photos may exist for this station.
 EM1011
 EM1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1011
 EM1011. The following values were computed from the NAD 83(1993) position.
 EM1011
 EM1011;                    North         East     Units Scale Factor Converg.
 EM1011;SPC OK S     -   158,479.907   459,252.661   MT  0.99994023   -0 52 21.4
 EM1011;SPC OK S     -   519,946.16  1,506,731.44   sFT  0.99994023   -0 52 21.4
 EM1011;UTM  14      - 3,845,717.015   450,820.534   MT  0.99962981   -0 18 22.7
 EM1011
 EM1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1011!SPC OK S     -   0.99992338  x   0.99994023  =   0.99986362
 EM1011!UTM  14      -   0.99992338  x   0.99962981  =   0.99955322
 EM1011
 EM1011:                Primary Azimuth Mark                     Grid Az
 EM1011:SPC OK S     -  QUARRY AZ MK                             149 31 43.9
 EM1011:UTM  14      -  QUARRY AZ MK                             148 57 45.2
 EM1011
 EM1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5082045717(NAD 83)
 EM1011
 EM1011|---------------------------------------------------------------------|
 EM1011| PID    Reference Object                     Distance      Geod. Az  |
 EM1011|                                                           dddmmss.s |
 EM1011| EM1010 MANGUM MUNICIPAL TANK               APPROX.13.9 KM 0125336.6 |
 EM1011| CX8008 QUARRY RM 1                          32.751 METERS 06015     |
 EM1011| CX8007 QUARRY AZ MK                                       1483922.5 |
 EM1011| EM1018 DUKE MUNICIPAL TANK                 APPROX.10.5 KM 1970949.1 |
 EM1011| CX8009 QUARRY RM 2                          34.241 METERS 31456     |
 EM1011|---------------------------------------------------------------------|
 EM1011
 EM1011                          SUPERSEDED SURVEY CONTROL
 EM1011
 EM1011  NAD 83(1986)-  34 45 08.64059(N)    099 32 14.37010(W) AD(       ) 1
 EM1011  NAD 27      -  34 45 08.41200(N)    099 32 13.04500(W) AD(       ) 1
 EM1011  NGVD 29 (07/19/86)  515.2    (m)         1690.     (f) VERT ANG       
 EM1011
 EM1011.Superseded values are not recommended for survey control.
 EM1011
 EM1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1011.See file dsdata.pdf to determine how the superseded data were derived.
 EM1011
 EM1011_MARKER: DS = TRIANGULATION STATION DISK
 EM1011_SETTING: 66 = SET IN ROCK OUTCROP
 EM1011_STAMPING: QUARRY 1948
 EM1011_MARK LOGO: CGS
 EM1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM1011+STABILITY: POSITION/ELEVATION WELL
 EM1011
 EM1011  HISTORY     - Date     Condition        Report By
 EM1011  HISTORY     - 1948     MONUMENTED       CGS
 EM1011  HISTORY     - 1961     GOOD             CGS
 EM1011  HISTORY     - 1963     GOOD             CGS
 EM1011
 EM1011                          STATION DESCRIPTION
 EM1011
 EM1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1011'THE STATION IS LOCATED ON THE SOUTH END OF A PROMINENT
 EM1011'FLAT-TOPPED RIDGE, ABOUT 6.5 MILES SOUTH OF MANGUM, 6.0 MILES
 EM1011'NORTH-NORTHEAST OF DUKE AND 31.5 FEET EAST OF A NORTH-SOUTH
 EM1011'FENCE LINE.  IT IS A STANDARD U.S.C. AND G.S. DISK CEMENTED
 EM1011'IN A DRILL HOLE IN BEDROCK ABOUT 0.8 FOOT BELOW THE SURFACE
 EM1011'OF THE GROUND.  IT IS STAMPED QUARRY 1948.
 EM1011'
 EM1011'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. REFERENCE
 EM1011'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EM1011'AND IS FLUSH WITH THE GROUND.  IT IS STAMPED QUARRY NO 1 1948.
 EM1011'
 EM1011'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 EM1011'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EM1011'AND IS FLUSH WITH THE GROUND.  IT IS 55.0 FEET WEST OF A
 EM1011'NORTH-SOUTH FENCE AND IS STAMPED QUARRY NO 2 1948.
 EM1011'
 EM1011'AZIMUTH MARK IS 55.0 FEET NORTHEAST OF A POINT WHERE THE ROAD
 EM1011'TURNS TO THE SOUTH, 35.5 FEET EAST OF A FENCE CORNER, 26.0 FEET
 EM1011'NORTH OF THE CENTER OF A GRADED ROAD, 1.5 FEET WEST OF A WITNESS
 EM1011'POST, AND 1.0 FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS 4
 EM1011'INCHES AND IS STAMPED QUARRY 1948.
 EM1011'
 EM1011'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DUKE, GO
 EM1011'EAST ON U.S. HIGHWAY NO. 62 FOR 0.5 MILE, TURN LEFT AND GO
 EM1011'NORTH ON STATE HIGHWAY NO. 34 FOR 3.45 MILES TO A CROSSROAD,
 EM1011'TURN RIGHT AND GO EAST 3.0 MILES TO A CROSSROAD, TURN LEFT
 EM1011'AND GO NORTH 3.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST
 EM1011'1.0 MILE, CROSS CATTLE GUARD AND CONTINUE WEST ON MAIN ROAD FOR
 EM1011'0.5 MILE TO A POINT WHERE THE MAIN ROAD TURNS SOUTH, TURN SOUTH
 EM1011'ON MAIN ROAD AND GO 0.25 MILE, TURN RIGHT ON TRACK ROAD AND GO
 EM1011'0.05 MILE TO THE TOP OF RIDGE AND A NORTH-SOUTH FENCE, TURN
 EM1011'LEFT AND GO SOUTH ALONG THE EAST SIDE OF FENCE LINE FOR 0.2
 EM1011'MILE TO THE STATION AS DESCRIBED.
 EM1011'
 EM1011'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.2 MILE,
 EM1011'TURN RIGHT AND GO 0.05 MILE, TURN LEFT AND FOLLOW THE MAIN
 EM1011'ROAD NORTH AND EAST FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT
 EM1011'AND GO 1.0 MILE TO A CROSSROAD, TURN RIGHT, WEST, AND GO 1.0
 EM1011'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EM1011'
 EM1011'A 4 FOOT SIGNAL AT LADESSA IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 100 FOOT SIGNAL AT MANGUM IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 4 FOOT SIGNAL AT BLAIR IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 74 FOOT SIGNAL AT ALTUS IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 4 FOOT SIGNAL AT VICTORY IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 74 FOOT SIGNAL AT DUKE IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 4 FOOT SIGNAL AT MC QUEEN IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 74 FOOT SIGNAL AT KERBO IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'A 4 FOOT SIGNAL AT GOULD 1923 IS VISIBLE AT 4 FEET.
 EM1011'
 EM1011'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EM1011
 EM1011                          STATION RECOVERY (1961)
 EM1011
 EM1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1011'THE STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 EM1011'THE DIRECTIONS TO THE MARKS CHECKED.  BUT A DIFFERENCE WAS FOUND
 EM1011'IN THE DISTANCE TO THE REFERENCE MARKS.  THE DIFFERENCE WAS
 EM1011'0.02 FOOT LONGER TO BOTH MARKS THAN WAS PREVIOUSLY MEASURED.
 EM1011'A NEW DESCRIPTION FOLLOWS.
 EM1011'
 EM1011'THE STATION IS ABOUT 8 MILES SOUTH OF MANGUM, 7 MILES EAST
 EM1011'OF RUSSELL, 6-1/2 MILES NORTH OF DUKE, ON THE SOUTHEAST END
 EM1011'OF A PROMINENT, FLAT TOPPED RIDGE AND ON PROPERTY OWNED BY MR.
 EM1011'JACK MEADOW.  IT IS 31 FEET EAST OF A FENCE, 22 FEET NORTH OF THE
 EM1011'SOUTH EDGE OF THE BLUFF AND 4.2 FEET SOUTH OF A WITNESS POST.
 EM1011'IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN
 EM1011'BEDROCK.  THE DISK IS STAMPED QUARRY 1948.
 EM1011'
 EM1011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 EM1011'STATE ROUTE 34, ABOUT 1/2 MILE EAST OF DUKE, GO NORTH ON ROUTE
 EM1011'34 FOR 3.4 MILES TO A CROSSROAD.  TURN RIGHT, EAST, FOR 2.0
 EM1011'MILES TO A CROSSROAD.  TURN LEFT, NORTH, FOR 2.0 MILES TO A
 EM1011'SIDE ROAD RIGHT AND THE AZIMUTH MARK IN THE NORTHEAST QUADRANT
 EM1011'OF THE INTERSECTION.  TURN RIGHT, EAST, FOR 1.0 MILES TO A
 EM1011'CROSSROAD.  TURN LEFT, NORTH, FOR 1.0 MILE TO A CROSSROAD.
 EM1011'TURN LEFT, WEST, AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.0
 EM1011'MILES TO A WIRE GATE AND END OF TRUCK TRAVEL.  PACK NORTHERLY
 EM1011'ALONG THE FENCE TO THE TOP OF THE RIDGE AND THE STATION AS
 EM1011'DESCRIBED.  ABOUT A 10 MINUTE PACK.
 EM1011'
 EM1011'REFERENCE MARK 1 IS 120 FEET EAST OF THE FENCE AND 103.2 FEET
 EM1011'NORTHEAST OF THE WITNESS POST.  IT IS A STANDARD BRONZE DISK
 EM1011'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK
 EM1011'IS STAMPED QUARRY NO 1 1948.
 EM1011'
 EM1011'REFERENCE MARK 2 IS 111.7 FEET NORTHWEST OF THE WITNESS POST
 EM1011'AND 54 FEET WEST OF THE FENCE.  IT IS A STANDARD BRONZE DISK
 EM1011'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK
 EM1011'IS STAMPED QUARRY NO 2 1948.
 EM1011'
 EM1011'THE AZIMUTH MARK IS 35 FEET EAST OF A FENCE CORNER, 24 FEET
 EM1011'NORTH OF THE CENTER OF THE ROAD, 1.0 FEET WEST OF A WITNESS
 EM1011'POST AND 1 FOOT SOUTH OF THE FENCE.  IT IS SET IN THE TOP
 EM1011'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT AND THE
 EM1011'DISK IS STAMPED QUARRY 1948.
 EM1011'
 EM1011'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 174.75 FEET.
 EM1011'
 EM1011'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 EM1011
 EM1011                          STATION RECOVERY (1963)
 EM1011
 EM1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1011'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 EM1011'IN THE 1961 DESCRIPTION AND FOUND IN GOOD CONDITION.  IT IS
 EM1011'IN THE NE 1/4 OF SEC. 8, T. 3 N., R. 22 W.
 EM1011'
 EM1011'THE DESCRIPTION TO REACH WAS NOT CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0822 ***********************************************************************
 EM0822  DESIGNATION -  QUATTUOR
 EM0822  PID         -  EM0822
 EM0822  STATE/COUNTY-  OK/COMANCHE
 EM0822  COUNTRY     -  US
 EM0822  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0822
 EM0822                         *CURRENT SURVEY CONTROL
 EM0822  ______________________________________________________________________
 EM0822* NAD 83(1993) POSITION- 34 40 12.37928(N) 098 34 34.96095(W)   ADJUSTED
 EM0822* NAVD 88 ORTHO HEIGHT -   523.    (meters)     1716.    (feet) SCALED
 EM0822  ______________________________________________________________________
 EM0822  GEOID HEIGHT    -        -25.587 (meters)                     GEOID18
 EM0822  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 EM0822  HORZ ORDER      -  THIRD
 EM0822
 EM0822.The horizontal coordinates were established by classical geodetic methods
 EM0822.and adjusted by the National Geodetic Survey in November 1994.
 EM0822
 EM0822.The orthometric height was scaled from a topographic map.
 EM0822
 EM0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0822.GEOID18 height accuracy estimate available here.
 EM0822
 EM0822.Click photographs - Photos may exist for this station.
 EM0822
 EM0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0822
 EM0822. The following values were computed from the NAD 83(1993) position.
 EM0822
 EM0822;                    North         East     Units Scale Factor Converg.
 EM0822;SPC OK S     -   148,430.257   547,176.816   MT  0.99993706   -0 19 37.8
 EM0822;SPC OK S     -   486,974.93  1,795,195.94   sFT  0.99993706   -0 19 37.8
 EM0822;UTM  14      - 3,836,541.614   538,810.833   MT  0.99961857   +0 14 27.5
 EM0822
 EM0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0822!SPC OK S     -   0.99992190  x   0.99993706  =   0.99985897
 EM0822!UTM  14      -   0.99992190  x   0.99961857  =   0.99954050
 EM0822
 EM0822:                Primary Azimuth Mark                     Grid Az
 EM0822:SPC OK S     -  BLUE BEAVER                              022 20 59.5
 EM0822:UTM  14      -  BLUE BEAVER                              021 46 54.2
 EM0822
 EM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3881036541(NAD 83)
 EM0822
 EM0822|---------------------------------------------------------------------|
 EM0822| PID    Reference Object                     Distance      Geod. Az  |
 EM0822|                                                           dddmmss.s |
 EM0822| EM0806 BLUE BEAVER                         APPROX. 2.1 KM 0220121.7 |
 EM0822|---------------------------------------------------------------------|
 EM0822
 EM0822                          SUPERSEDED SURVEY CONTROL
 EM0822
 EM0822  NAD 83(1986)-  34 40 12.38567(N)    098 34 34.94598(W) AD(       ) 3
 EM0822  NAD 27      -  34 40 12.12900(N)    098 34 33.72000(W) AD(       ) 3
 EM0822
 EM0822.Superseded values are not recommended for survey control.
 EM0822
 EM0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0822.See file dsdata.pdf to determine how the superseded data were derived.
 EM0822
 EM0822_MARKER: I = METAL ROD
 EM0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0822+STABILITY: SURFACE MOTION
 EM0822
 EM0822  HISTORY     - Date     Condition        Report By
 EM0822  HISTORY     - 1945     MONUMENTED       USA
 EM0822
 EM0822                          STATION DESCRIPTION
 EM0822
 EM0822'DESCRIBED BY US ARMY 1945
 EM0822'ON HIGHEST POINT OF ROCKY HILL WHICH IS THE MOST WLY OF FOUR
 EM0822'OF ROW OF LOW PEAKS 2 MILES W X N OF GRUBER HILL.  MARKED BY
 EM0822'SECTION OF 3/8 IN IRON REINFORCING ROD SET IN A CONCRETE BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0973 ***********************************************************************
 GH0973  DESIGNATION -  QUAY
 GH0973  PID         -  GH0973
 GH0973  STATE/COUNTY-  OK/PAWNEE
 GH0973  COUNTRY     -  US
 GH0973  USGS QUAD   -  MARAMEC (2018)
 GH0973
 GH0973                         *CURRENT SURVEY CONTROL
 GH0973  ______________________________________________________________________
 GH0973* NAD 83(1993) POSITION- 36 10 23.13702(N) 096 42 49.46271(W)   ADJUSTED
 GH0973* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 GH0973  ______________________________________________________________________
 GH0973  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GH0973  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 GH0973  HORZ ORDER      -  SECOND
 GH0973
 GH0973.The horizontal coordinates were established by classical geodetic methods
 GH0973.and adjusted by the National Geodetic Survey in November 1994.
 GH0973
 GH0973.The orthometric height was scaled from a topographic map.
 GH0973
 GH0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0973.GEOID18 height accuracy estimate available here.
 GH0973
 GH0973.Click photographs - Photos may exist for this station.
 GH0973
 GH0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0973
 GH0973. The following values were computed from the NAD 83(1993) position.
 GH0973
 GH0973;                    North         East     Units Scale Factor Converg.
 GH0973;SPC OK N     -   130,924.631   715,710.309   MT  0.99994541   +0 45 32.7
 GH0973;SPC OK N     -   429,541.89  2,348,126.24   sFT  0.99994541   +0 45 32.7
 GH0973;UTM  14      - 4,005,569.446   705,620.673   MT  1.00012097   +1 20 59.6
 GH0973
 GH0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0973!SPC OK N     -   0.99995373  x   0.99994541  =   0.99989915
 GH0973!UTM  14      -   0.99995373  x   1.00012097  =   1.00007470
 GH0973
 GH0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0562005569(NAD 83)
 GH0973
 GH0973                          SUPERSEDED SURVEY CONTROL
 GH0973
 GH0973  NAD 83(1986)-  36 10 23.14988(N)    096 42 49.44662(W) AD(       ) 2
 GH0973  NAD 27      -  36 10 22.93501(N)    096 42 48.34434(W) AD(       ) 2
 GH0973
 GH0973.Superseded values are not recommended for survey control.
 GH0973
 GH0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0973.See file dsdata.pdf to determine how the superseded data were derived.
 GH0973
 GH0973_MARKER: DD = SURVEY DISK
 GH0973_SETTING: 80 = SET IN A BOULDER
 GH0973_MARK LOGO: USGS
 GH0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0973+STABILITY: SURFACE MOTION
 GH0973
 GH0973  HISTORY     - Date     Condition        Report By
 GH0973  HISTORY     - UNK      MONUMENTED       USGS
 GH0973  HISTORY     - 1963     GOOD             CGS
 GH0973
 GH0973                          STATION DESCRIPTION
 GH0973
 GH0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0973'STATION IS LOCATED ABOUT 11 MILES SOUTH AND 5 MILES EAST OF
 GH0973'PAWNEE AND 1 MILE NORTH OF QUAY ON THE HIGHEST PART OF A BARE
 GH0973'KNOLL.
 GH0973'
 GH0973'IT IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, THE MARK HAS BEEN
 GH0973'DEFACED AND THE STAMPING IS NOT LEGIBLE.  IT IS CEMENTED IN A
 GH0973'DRILL HOLE IN A 1 X 1 FOOT BOULDER FLUSH WITH THE SURROUNDING
 GH0973'SURFACE.  A TRAVERSE WAS MADE TO TRIANGULATION STATION QUAY
 GH0973'AND THE DISTANCE IS 21.71 FEET OR 6.617 METERS NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0974 ***********************************************************************
 GH0974  DESIGNATION -  QUAY
 GH0974  PID         -  GH0974
 GH0974  STATE/COUNTY-  OK/PAWNEE
 GH0974  COUNTRY     -  US
 GH0974  USGS QUAD   -  MARAMEC (2018)
 GH0974
 GH0974                         *CURRENT SURVEY CONTROL
 GH0974  ______________________________________________________________________
 GH0974* NAD 83(1993) POSITION- 36 10 23.34891(N) 096 42 49.42013(W)   ADJUSTED
 GH0974* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 GH0974  ______________________________________________________________________
 GH0974  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GH0974  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 GH0974  HORZ ORDER      -  THIRD
 GH0974
 GH0974.The horizontal coordinates were established by classical geodetic methods
 GH0974.and adjusted by the National Geodetic Survey in November 1994.
 GH0974
 GH0974.The orthometric height was scaled from a topographic map.
 GH0974
 GH0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0974.GEOID18 height accuracy estimate available here.
 GH0974
 GH0974.Click photographs - Photos may exist for this station.
 GH0974
 GH0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0974
 GH0974. The following values were computed from the NAD 83(1993) position.
 GH0974
 GH0974;                    North         East     Units Scale Factor Converg.
 GH0974;SPC OK N     -   130,931.175   715,711.287   MT  0.99994541   +0 45 32.7
 GH0974;SPC OK N     -   429,563.36  2,348,129.45   sFT  0.99994541   +0 45 32.7
 GH0974;UTM  14      - 4,005,576.001   705,621.584   MT  1.00012098   +1 20 59.6
 GH0974
 GH0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0974!SPC OK N     -   0.99995373  x   0.99994541  =   0.99989915
 GH0974!UTM  14      -   0.99995373  x   1.00012098  =   1.00007471
 GH0974
 GH0974:                Primary Azimuth Mark                     Grid Az
 GH0974:SPC OK N     -  QUAY AZ MK                               176 47 38.7
 GH0974:UTM  14      -  QUAY AZ MK                               176 12 11.8
 GH0974
 GH0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0562105576(NAD 83)
 GH0974
 GH0974|---------------------------------------------------------------------|
 GH0974| PID    Reference Object                     Distance      Geod. Az  |
 GH0974|                                                           dddmmss.s |
 GH0974| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX.14.7 KM 0650630.7 |
 GH0974| CI2109 QUAY RM 1                            11.182 METERS 08241     |
 GH0974| CI2108 QUAY AZ MK                                         1773311.4 |
 GH0974| GH0972 YALE MUNICIPAL TANK                 APPROX. 6.7 KM 1774339.8 |
 GH0974| GH0973 QUAY                                  6.617 METERS 18915     |
 GH0974|---------------------------------------------------------------------|
 GH0974
 GH0974                          SUPERSEDED SURVEY CONTROL
 GH0974
 GH0974  NAD 83(1986)-  36 10 23.36176(N)    096 42 49.40404(W) AD(       ) 3
 GH0974  NAD 27      -  36 10 23.14690(N)    096 42 48.30176(W) AD(       ) 3
 GH0974
 GH0974.Superseded values are not recommended for survey control.
 GH0974
 GH0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0974.See file dsdata.pdf to determine how the superseded data were derived.
 GH0974
 GH0974_MARKER: DS = TRIANGULATION STATION DISK
 GH0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0974_STAMPING: QUAY 1963
 GH0974_MARK LOGO: CGS
 GH0974_PROJECTION: FLUSH
 GH0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0974+STABILITY: SURFACE MOTION
 GH0974
 GH0974  HISTORY     - Date     Condition        Report By
 GH0974  HISTORY     - 1963     MONUMENTED       CGS
 GH0974
 GH0974                          STATION DESCRIPTION
 GH0974
 GH0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0974'STATION IS ON THE HIGHEST PART OF A BARE KNOLL, ABOUT 11 MILES
 GH0974'SOUTH AND 5 MILES EAST OF PAWNEE AND 1 MILE NORTH OF QUAY.
 GH0974'
 GH0974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GH0974'STATE HIGHWAY 18 IN THE EAST EDGE OF PAWNEE, GO SOUTHEAST ON
 GH0974'HIGHWAYS 64 AND 18 FOR 2.15 MILES TO THE JUNCTION OF THE
 GH0974'HIGHWAYS.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 18 FOR 6.0
 GH0974'MILES TO THE LONE CHIMNEY STORE AND KEETONS STATION ON THE LEFT.
 GH0974'CONTINUE SOUTH ON STATE HIGHWAY 18 FOR 4.65 MILES TO A SIDE ROAD
 GH0974'LEFT JUST BEFORE REACHING THE PAYNE-PAWNEE COUNTY LINE.  TURN
 GH0974'LEFT AND GO SOUTHEAST ON GRAVELED ROAD FOR 0.1 MILE, THEN TURN
 GH0974'LEFT AND GO EAST ON GRADED ROAD FOR 4.05 MILES TO A CROSSROAD
 GH0974'IN THE VILLAGE OF QUAY.  TURN LEFT AND GO NORTH ON GRAVELED
 GH0974'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GH0974'CONTINUE NORTH ON GRAVELED ROAD FOR 0.25 MILE TO THE QUAY
 GH0974'SCHOOL ON THE RIGHT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.7
 GH0974'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST AND
 GH0974'WEST ON GRAVELED ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS
 GH0974'THROUGH GATE AND GO SOUTH TO THE HIGHEST POINT OF THE HILL
 GH0974'AND THE STATION.
 GH0974'
 GH0974'STATION MARK IS A STANDARD DISK, STAMPED QUAY 1963, SET IN
 GH0974'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0974'SURROUNDING SURFACE.  IT IS 3.3 FEET SOUTHWEST OF A WITNESS
 GH0974'POST.
 GH0974'
 GH0974'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUAY NO 1 1963,
 GH0974'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0974'THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME ELEVATION AS
 GH0974'THE STATION.
 GH0974'
 GH0974'QUAY (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, THE MARK
 GH0974'HAS BEEN DEFACED AND THE STAMPING IS NOT LEGIBLE.  IT IS
 GH0974'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER FLUSH WITH
 GH0974'THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE
 GH0974'STATION.
 GH0974'
 GH0974'AZIMUTH MARK IS A STANDARD DISK, STAMPED QUAY 1963, SET IN THE TOP
 GH0974'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 GH0974'SURFACE.  IT IS 23 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GH0974'ROAD, 5 FEET NORTH OF A POWER LINE POLE, 4.5 FEET WEST OF A
 GH0974'WIRE FENCE AND 3.5 FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0713 ***********************************************************************
 EL0713  DESIGNATION -  QUEEN
 EL0713  PID         -  EL0713
 EL0713  STATE/COUNTY-  OK/COAL
 EL0713  COUNTRY     -  US
 EL0713  USGS QUAD   -  CENTRAHOMA (2018)
 EL0713
 EL0713                         *CURRENT SURVEY CONTROL
 EL0713  ______________________________________________________________________
 EL0713* NAD 83(1993) POSITION- 34 34 03.83776(N) 096 20 00.37871(W)   ADJUSTED
 EL0713* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 EL0713  ______________________________________________________________________
 EL0713  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 EL0713  LAPLACE CORR    -         -7.40  (seconds)                    DEFLEC18
 EL0713  HORZ ORDER      -  SECOND
 EL0713
 EL0713.The horizontal coordinates were established by classical geodetic methods
 EL0713.and adjusted by the National Geodetic Survey in November 1994.
 EL0713
 EL0713.The orthometric height was scaled from a topographic map.
 EL0713
 EL0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0713.GEOID18 height accuracy estimate available here.
 EL0713
 EL0713.Click photographs - Photos may exist for this station.
 EL0713
 EL0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0713
 EL0713. The following values were computed from the NAD 83(1993) position.
 EL0713
 EL0713;                    North         East     Units Scale Factor Converg.
 EL0713;SPC OK S     -   138,185.974   752,916.341   MT  0.99993598   +0 56 45.5
 EL0713;SPC OK S     -   453,365.15  2,470,193.03   sFT  0.99993598   +0 56 45.5
 EL0713;UTM  14      - 3,828,339.246   744,632.547   MT  1.00033770   +1 30 49.3
 EL0713
 EL0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0713!SPC OK S     -   0.99996645  x   0.99993598  =   0.99990244
 EL0713!UTM  14      -   0.99996645  x   1.00033770  =   1.00030414
 EL0713
 EL0713:                Primary Azimuth Mark                     Grid Az
 EL0713:SPC OK S     -  QUEEN AZ MK                              212 27 51.3
 EL0713:UTM  14      -  QUEEN AZ MK                              211 53 47.5
 EL0713
 EL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4463228339(NAD 83)
 EL0713
 EL0713|---------------------------------------------------------------------|
 EL0713| PID    Reference Object                     Distance      Geod. Az  |
 EL0713|                                                           dddmmss.s |
 EL0713| CY2926 QUEEN RM 1                           30.255 METERS 16912     |
 EL0713| CY2925 QUEEN AZ MK                                        2132436.8 |
 EL0713| CY2927 QUEEN RM 2                           28.432 METERS 29949     |
 EL0713|---------------------------------------------------------------------|
 EL0713
 EL0713                          SUPERSEDED SURVEY CONTROL
 EL0713
 EL0713  NAD 83(1986)-  34 34 03.84183(N)    096 20 00.37036(W) AD(       ) 2
 EL0713  NAD 27      -  34 34 03.51500(N)    096 19 59.36270(W) AD(       ) 2
 EL0713
 EL0713.Superseded values are not recommended for survey control.
 EL0713
 EL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0713.See file dsdata.pdf to determine how the superseded data were derived.
 EL0713
 EL0713_MARKER: DS = TRIANGULATION STATION DISK
 EL0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0713_STAMPING: QUEEN 1955
 EL0713_MARK LOGO: CGS
 EL0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0713+STABILITY: SURFACE MOTION
 EL0713
 EL0713  HISTORY     - Date     Condition        Report By
 EL0713  HISTORY     - 1955     MONUMENTED       CGS
 EL0713  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 EL0713
 EL0713                          STATION DESCRIPTION
 EL0713
 EL0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0713'THE STATION IS LOCATED ON THE TOP OF A TIMBERED HILL ABOUT
 EL0713'7 MILES AIRLINE WEST-NORTHWEST OF COALGATE, 3 MILES AIRLINE
 EL0713'SOUTH-SOUTHEAST OF CENTRAHOMA, AND 18 MILES AIRLINE NORTHWEST
 EL0713'OF ATOKA.
 EL0713'
 EL0713'TO REACH THE STATION FROM THE POST OFFICE IN COALGATE GO NORTH
 EL0713'ON U.S. HIGHWAY 75 0.15 MILE TO A JUNCTION.  TURN LEFT ON U.S.
 EL0713'HIGHWAY 75 AND GO WEST 3.5 MILES TO A FORK.  TAKE THE LEFT
 EL0713'FORK AND GO 0.05 TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EL0713'0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST 3.9 MILES
 EL0713'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH A GATE,
 EL0713'AND GO NORTH 0.05 MILE TO A STOCK POND.  GO CROSS COUNTRY
 EL0713'NORTHWEST AROUND THE WEST SIDE OF THE HILL 0.3 MILE TO A DRAW.
 EL0713'GO 0.05 MILE NORTHEAST UP THE DRAW TO THE TOP OF THE HILL.
 EL0713'TURN RIGHT AND GO SOUTH 0.05 MILE TO THE HIGHEST POINT OF
 EL0713'THE HILL AND THE STATION.
 EL0713'
 EL0713'THE STATION MARK IS A STANDARD DISK STAMPED QUEEN 1955 SET IN THE
 EL0713'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 EL0713'ABOVE THE GROUND.  IT IS 16 FEET SOUTH OF A WITNESS POST.
 EL0713'
 EL0713'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED QUEEN
 EL0713'NO 1 1955 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 EL0713'FOOT ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS THE
 EL0713'STATION.
 EL0713'
 EL0713'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED QUEEN NO
 EL0713'2 1955 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1
 EL0713'FOOT ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION.
 EL0713'
 EL0713'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUEEN 1955 SET
 EL0713'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0713'6 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A FENCE
 EL0713'CORNER, 40 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 EL0713'ROAD, AND 30 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 EL0713'ROAD.
 EL0713'
 EL0713'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD AND GATE MENTIONED
 EL0713'ABOVE GO WEST 0.15 MILE TO AN INTERSECTION AND THE AZIMUTH
 EL0713'MARK ON THE LEFT.
 EL0713
 EL0713                          STATION RECOVERY (1979)
 EL0713
 EL0713'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (RR)
 EL0713'STATION QUEEN WAS NOT LOCATED.  WITNESS POST FOR STATION WAS
 EL0713'LOCATED, RM NO. 1 WAS LOCATED R.M. NO. 2 WAS GONE BUT PIPE WAS
 EL0713'LOCATED.  AZIMUTH WAS IN GOOD CONDITION.
 EL0713'
 EL0713'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH-SOUTHEAST
 EL0713'OF CENTRCHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0561 ***********************************************************************
 GJ0561  DESIGNATION -  QUINLAN
 GJ0561  PID         -  GJ0561
 GJ0561  STATE/COUNTY-  OK/MAJOR
 GJ0561  COUNTRY     -  US
 GJ0561  USGS QUAD   -  FAIRVIEW (2018)
 GJ0561
 GJ0561                         *CURRENT SURVEY CONTROL
 GJ0561  ______________________________________________________________________
 GJ0561* NAD 83(1993) POSITION- 36 16 04.68288(N) 098 23 25.96489(W)   ADJUSTED
 GJ0561* NAVD 88 ORTHO HEIGHT -   380.    (meters)     1247.    (feet) SCALED
 GJ0561  ______________________________________________________________________
 GJ0561  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 GJ0561  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 GJ0561  HORZ ORDER      -  SECOND
 GJ0561
 GJ0561.The horizontal coordinates were established by classical geodetic methods
 GJ0561.and adjusted by the National Geodetic Survey in November 1994.
 GJ0561
 GJ0561.The orthometric height was scaled from a topographic map.
 GJ0561
 GJ0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0561.GEOID18 height accuracy estimate available here.
 GJ0561
 GJ0561.Click photographs - Photos may exist for this station.
 GJ0561
 GJ0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0561
 GJ0561. The following values were computed from the NAD 83(1993) position.
 GJ0561
 GJ0561;                    North         East     Units Scale Factor Converg.
 GJ0561;SPC OK N     -   140,755.633   564,908.420   MT  0.99994694   -0 13 49.7
 GJ0561;SPC OK N     -   461,795.77  1,853,370.37   sFT  0.99994694   -0 13 49.7
 GJ0561;UTM  14      - 4,013,842.864   554,742.542   MT  0.99963692   +0 21 37.9
 GJ0561
 GJ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0561!SPC OK N     -   0.99994466  x   0.99994694  =   0.99989160
 GJ0561!UTM  14      -   0.99994466  x   0.99963692  =   0.99958160
 GJ0561
 GJ0561:                Primary Azimuth Mark                     Grid Az
 GJ0561:SPC OK N     -  QUINLAN AZ MK                            001 28 57.9
 GJ0561:UTM  14      -  QUINLAN AZ MK                            000 53 30.3
 GJ0561
 GJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5474213842(NAD 83)
 GJ0561
 GJ0561|---------------------------------------------------------------------|
 GJ0561| PID    Reference Object                     Distance      Geod. Az  |
 GJ0561|                                                           dddmmss.s |
 GJ0561| CL3808 QUINLAN RM 2                         18.078 METERS 00003     |
 GJ0561| CL3806 QUINLAN AZ MK                                      0011508.2 |
 GJ0561| CL3807 QUINLAN RM 1                         19.934 METERS 09222     |
 GJ0561| GJ0569 FAIRVIEW SANTA FE RR TANK           APPROX. 8.3 KM 2653214.1 |
 GJ0561| GJ0566 FAIRVIEW MUNICIPAL WATER TANK       APPROX. 8.1 KM 2680354.1 |
 GJ0561| GJ0568 FAIRVIEW W B J GRAIN CO ELEV        APPROX. 8.2 KM 2740437.9 |
 GJ0561| GJ0562 ORIENTA COUNTY COOP N ELEV          APPROX.12.8 KM 3234659.0 |
 GJ0561|---------------------------------------------------------------------|
 GJ0561
 GJ0561                          SUPERSEDED SURVEY CONTROL
 GJ0561
 GJ0561  NAD 83(1986)-  36 16 04.68780(N)    098 23 25.95074(W) AD(       ) 2
 GJ0561  NAD 27      -  36 16 04.55886(N)    098 23 24.67942(W) AD(       ) 2
 GJ0561
 GJ0561.Superseded values are not recommended for survey control.
 GJ0561
 GJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0561.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0561
 GJ0561_MARKER: DS = TRIANGULATION STATION DISK
 GJ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0561_STAMPING: QUINLAN 1963
 GJ0561_MARK LOGO: CGS
 GJ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0561+STABILITY: SURFACE MOTION
 GJ0561
 GJ0561  HISTORY     - Date     Condition        Report By
 GJ0561  HISTORY     - 1963     MONUMENTED       CGS
 GJ0561
 GJ0561                          STATION DESCRIPTION
 GJ0561
 GJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0561'THE STATION IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 GJ0561'ROAD ABOUT 5 MILES EAST OF THE CENTER OF THE TOWN OF FAIRVIEW.
 GJ0561'
 GJ0561'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 60 AND STATE
 GJ0561'HIGHWAYS 8 AND 58 AT THE NORTH EDGE OF FAIRVIEW, GO EAST ON HIGHWAYS
 GJ0561'8 AND 58 FOR 5.0 MILES TO CROSSROAD AND THE AZIMUTH MARK IN THE
 GJ0561'SOUTHEAST CORNER OF CROSSROAD.  TURN RIGHT ON GRADED ROAD AND GO
 GJ0561'SOUTH FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 GJ0561'
 GJ0561'STATION MARK IS A STANDARD DISK, STAMPED QUINLAN 1963, SET IN THE
 GJ0561'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0561'32.0 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 5.6 FEET NORTH
 GJ0561'OF A NORTH GATE POST, 4.6 FEET SOUTH OF A METAL WITNESS POST.
 GJ0561'
 GJ0561'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUINLAN NO 1 1963,
 GJ0561'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0561'SURROUNDING SURFACE.  IT IS 33.6 FEET EAST OF THE CENTERLINE OF
 GJ0561'GRADED ROAD, 1.0 FEET NORTH OF A FENCE CORNER POST AND ABOUT THE
 GJ0561'SAME ELEVATION AS THE STATION.
 GJ0561'
 GJ0561'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED QUINLAN NO 2 1963, SET
 GJ0561'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0561'IS 32.0 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 38.9 FEET
 GJ0561'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 64.6 FEET NORTH OF A NORTH
 GJ0561'GATE POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0561'
 GJ0561'AZIMUTH MARK IS A STANDARD DISK, STAMPED QUINLAN 1963, SET IN THE TOP
 GJ0561'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 40.6
 GJ0561'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 58, 22.0 FEET EAST OF
 GJ0561'THE CENTERLINE OF A GRADED ROAD, 1.0 FEET WEST OF A STOP SIGN AND
 GJ0561'1.3 FEET SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0646 ***********************************************************************
 GJ0646  DESIGNATION -  QUINLAN
 GJ0646  PID         -  GJ0646
 GJ0646  STATE/COUNTY-  OK/WOODWARD
 GJ0646  COUNTRY     -  US
 GJ0646  USGS QUAD   -  FAIRVALLEY SE (2018)
 GJ0646
 GJ0646                         *CURRENT SURVEY CONTROL
 GJ0646  ______________________________________________________________________
 GJ0646* NAD 83(1993) POSITION- 36 30 20.61244(N) 099 02 12.61593(W)   ADJUSTED
 GJ0646* NAVD 88 ORTHO HEIGHT -   533.51  (+/-2cm)     1750.4   (feet) VERTCON3
 GJ0646  ______________________________________________________________________
 GJ0646  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 GJ0646  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 GJ0646  HORZ ORDER      -  FIRST
 GJ0646  VERT ORDER      -  THIRD ? (See Below)
 GJ0646
 GJ0646.The horizontal coordinates were established by classical geodetic methods
 GJ0646.and adjusted by the National Geodetic Survey in November 1994.
 GJ0646
 GJ0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0646
 GJ0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0646.GEOID18 height accuracy estimate available here.
 GJ0646
 GJ0646.The vertical order pertains to the NGVD 29 superseded value.
 GJ0646
 GJ0646.Click photographs - Photos may exist for this station.
 GJ0646
 GJ0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0646
 GJ0646. The following values were computed from the NAD 83(1993) position.
 GJ0646
 GJ0646;                    North         East     Units Scale Factor Converg.
 GJ0646;SPC OK N     -   167,562.901   507,120.626   MT  0.99996279   -0 36 42.8
 GJ0646;SPC OK N     -   549,745.95  1,663,778.25   sFT  0.99996279   -0 36 42.8
 GJ0646;UTM  14      - 4,040,043.828   496,701.228   MT  0.99960013   -0 01 18.9
 GJ0646
 GJ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0646!SPC OK N     -   0.99992070  x   0.99996279  =   0.99988349
 GJ0646!UTM  14      -   0.99992070  x   0.99960013  =   0.99952086
 GJ0646
 GJ0646:                Primary Azimuth Mark                     Grid Az
 GJ0646:SPC OK N     -  QUINLAN AZ MK                            141 55 27.4
 GJ0646:UTM  14      -  QUINLAN AZ MK                            141 20 03.5
 GJ0646
 GJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9670140043(NAD 83)
 GJ0646
 GJ0646|---------------------------------------------------------------------|
 GJ0646| PID    Reference Object                     Distance      Geod. Az  |
 GJ0646|                                                           dddmmss.s |
 GJ0646| CL3803 QUINLAN RM 1                         39.548 METERS 04956     |
 GJ0646| GJ0629 WAYNOKA MUNICIPAL STANPIPE          APPROX.18.1 KM 0594119.3 |
 GJ0646| CL3804 QUINLAN RM 2                         37.468 METERS 12541     |
 GJ0646| CL3805 QUINLAN RM 3                         37.466 METERS 12541     |
 GJ0646| CL3802 QUINLAN AZ MK                                      1411844.6 |
 GJ0646| GJ0647 AMARILLO KANSAS CITY BCN 16         APPROX. 8.9 KM 2703145.9 |
 GJ0646|---------------------------------------------------------------------|
 GJ0646
 GJ0646                          SUPERSEDED SURVEY CONTROL
 GJ0646
 GJ0646  NAD 83(1986)-  36 30 20.61647(N)    099 02 12.60328(W) AD(       ) 1
 GJ0646  NAD 27      -  36 30 20.49126(N)    099 02 11.25224(W) AD(       ) 1
 GJ0646  NGVD 29             533.29   (m)         1749.6    (f) LEVELING    3  
 GJ0646
 GJ0646.Superseded values are not recommended for survey control.
 GJ0646
 GJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0646.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0646
 GJ0646_MARKER: DS = TRIANGULATION STATION DISK
 GJ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0646_STAMPING: QUINLAN 1934
 GJ0646_MARK LOGO: CGS
 GJ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0646+STABILITY: SURFACE MOTION
 GJ0646
 GJ0646  HISTORY     - Date     Condition        Report By
 GJ0646  HISTORY     - 1934     MONUMENTED       CGS
 GJ0646  HISTORY     - 1963     GOOD             CGS
 GJ0646  HISTORY     - 1970     GOOD             USGS
 GJ0646
 GJ0646                          STATION DESCRIPTION
 GJ0646
 GJ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0646'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 5, T. 23 N.,
 GJ0646'R. 17 W., ABOUT 1/4 MILE WEST OF THE EAST LINE AND 1/8 MILE
 GJ0646'SOUTH OF THE NORTH LINE OF THE QUARTER, ABOUT 3-1/2 MILES
 GJ0646'NORTH BY EAST OF QUINLAN, IN AN EAST-AND-WEST FENCE LINE BETWEEN
 GJ0646'CULTIVATED FIELDS, 105 FEET WEST OF A T-FENCE CORNER, ON THE
 GJ0646'PROPERTY OF MR. C.E. HARPER, PROJECTS 6 INCHES ABOVE THE GROUND.
 GJ0646'
 GJ0646'TO REACH STATION FROM THE POST OFFICE IN QUINLAN, GO NORTH
 GJ0646'AND EAST ON STATE HIGHWAY 15 FOR 1.95 MILES TO A SIDE ROAD
 GJ0646'LEFT, TURN LEFT AND GO 2.3 MILES NORTH TO CROSS ROAD, TURN LEFT
 GJ0646'AND GO 0.25 MILE TO A NORTH-AND-SOUTH FENCE.  STATION IS THEN
 GJ0646'1/8 MILE SOUTH AND 35 YARDS WEST.
 GJ0646'
 GJ0646'AZIMUTH MARK IS 0.4 MILE SOUTH-SOUTHEAST OF STATION, 30 FEET
 GJ0646'EAST OF CENTERLINE OF ROAD AND 0.05 MILE NORTH OF DRIVEWAY
 GJ0646'LEADING TO FARMHOUSE, AND PROJECTS 6 INCHES ABOVE GROUND.
 GJ0646'
 GJ0646'TO REACH FROM STATION GO 1/8 MILE NORTH TO ROAD, TURN RIGHT
 GJ0646'AND GO 0.25 MILE EAST, TURN RIGHT AND GO 0.4 MILE SOUTH TO
 GJ0646'TOP OF GRADE AND MARK ON LEFT, IN FENCE LINE.
 GJ0646'
 GJ0646'REFERENCE MARK NO. 1 IS 129.75 EAST-NORTHEAST OF STATION IN
 GJ0646'FENCE LINE AND 80 FEET NORTH OF T-FENCE WEST, AND PROJECTS 6
 GJ0646'INCHES ABOVE THE GROUND.
 GJ0646'
 GJ0646'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION IN FENCE
 GJ0646'LINE AND 70 FEET SOUTH OF T-FENCE WEST, AND PROJECTS 6 INCHES
 GJ0646'ABOVE GROUND.
 GJ0646'
 GJ0646'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0646
 GJ0646                          STATION RECOVERY (1963)
 GJ0646
 GJ0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0646'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 GJ0646'RECOVERED AS DESCRIBED.  REFERENCE MARK 2 WAS TILTED AND A NEW
 GJ0646'REFERENCE MARK 3 WAS ESTABLISHED.  A DIFFERENCE IN DIRECTION
 GJ0646'TO THE AZIMUTH MARK WAS NOTED.  FOLLOWING IS A NEW COMPLETE
 GJ0646'DESCRIPTION.
 GJ0646'
 GJ0646'THE STATION IS ABOUT 10-1/4 MILES NORTHEAST OF MOORELAND,
 GJ0646'3-1/2 MILES NORTH OF QUINLAN IN A CULTIVATED FIELD OWNED BY
 GJ0646'MR. GLEN KERFOOT.
 GJ0646'
 GJ0646'TO REACH THE STATION FROM THE POST OFFICE IN QUINLAN, GO NORTH
 GJ0646'AND EAST ON A PAVED COUNTY ROAD FOR 1.8 MILES TO A SIDE ROAD
 GJ0646'ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.8 MILES TO THE
 GJ0646'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD NORTH, FOR 0.45
 GJ0646'MILE TO A CROSSROADS.  TURN LEFT, WEST, FOR 0.45 MILE TO A
 GJ0646'WIRE GATE ON THE LEFT, TURN LEFT THROUGH THE GATE AND GO
 GJ0646'SOUTHEASTERLY ACROSS FIELD FOR 0.1 MILE TO THE STATION.
 GJ0646'
 GJ0646'THE STATION MARK IS A STANDARD DISK, STAMPED QUINLAN 1934,
 GJ0646'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0646'PROJECTING 6 INCHES.  IT IS 105 FEET WEST OF A T-FENCE CORNER
 GJ0646'AND ABOUT 0.1 MILE SOUTH OF AN EAST-WEST GRADED ROAD.
 GJ0646'
 GJ0646'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUINLAN NO 1
 GJ0646'1934, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 GJ0646'AND PROJECTING 6 INCHES.  IT IS 80 FEET NORTH OF THE
 GJ0646'T-FENCE CORNER AND 1 FOOT WEST OF A FENCE.  IT IS ABOUT THE
 GJ0646'SAME ELEVATION AS THE STATION.
 GJ0646'
 GJ0646'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED QUINLAN NO 3
 GJ0646'1934, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 GJ0646'PROJECTING 6 INCHES.  IT IS 70 FEET SOUTH OF THE T-FENCE CORNER
 GJ0646'AND 1 FOOT WEST OF A FENCE.  IT IS ABOUT THE SAME ELEVATION
 GJ0646'AS THE STATION.
 GJ0646'
 GJ0646'AZIMUTH MARK IS A STANDARD DISK, STAMPED QUINLAN 1934, SET IN
 GJ0646'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GJ0646'6 INCHES.  IT IS ABOUT 0.05 MILE NORTH OF A DRIVEWAY LEADING
 GJ0646'TO A FARM HOUSE, 30 FEET EAST OF THE CENTERLINE OF A GRADED
 GJ0646'ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.
 GJ0646'
 GJ0646'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GJ0646
 GJ0646                          STATION RECOVERY (1970)
 GJ0646
 GJ0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (TCM)
 GJ0646'MARK WAS FOUND IN GOOD CONDITION, TO REACH DIRECTIONS ARE OK BUT
 GJ0646'REVISED STATION AND RM NO. 1 DESCRIPTION FOLLOWS--THE STATION MARK
 GJ0646'IS A STANDARD DISK, STAMPED QUINLAN 1934, SET IN THE TOP OF A
 GJ0646'CONCRETE POST 12 INCHES IN DIAMETER AND IS 103 FEET WEST OF A
 GJ0646'NORTH-SOUTH FENCE.  IT IS ABOUT 0.1 MI. S. OF AN E-W GRADED ROAD
 GJ0646'AND IS NOW ABOUT SIX INCHES BELOW THE SURFACE.
 GJ0646'
 GJ0646'RM NO. 1 IS A STANDARD DISK, STAMPED QUINLAN NO 1 1934, SET IN
 GJ0646'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND IS FLUSH WITH
 GJ0646'THE GROUND.  IT IS 155 FEET NORTH OF RM NO. 3 AND IN A NORTH-SOUTH
 GJ0646'FENCE LINE.
 GJ0646'
 GJ0646'DIRECTION AND DISTANCE ABOUT 10.25 MI. NE OF MOORELAND, 3.5 MI. N.
 GJ0646'OF QUINLAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0571 ***********************************************************************
 GJ0571  DESIGNATION -  QUIRK
 GJ0571  PID         -  GJ0571
 GJ0571  STATE/COUNTY-  OK/WOODS
 GJ0571  COUNTRY     -  US
 GJ0571  USGS QUAD   -  GLASS MOUNTAINS NE (2018)
 GJ0571
 GJ0571                         *CURRENT SURVEY CONTROL
 GJ0571  ______________________________________________________________________
 GJ0571* NAD 83(1993) POSITION- 36 29 18.93171(N) 098 34 01.45455(W)   ADJUSTED
 GJ0571* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 GJ0571  ______________________________________________________________________
 GJ0571  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 GJ0571  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 GJ0571  HORZ ORDER      -  SECOND
 GJ0571
 GJ0571.The horizontal coordinates were established by classical geodetic methods
 GJ0571.and adjusted by the National Geodetic Survey in November 1994.
 GJ0571
 GJ0571.The orthometric height was scaled from a topographic map.
 GJ0571
 GJ0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0571.GEOID18 height accuracy estimate available here.
 GJ0571
 GJ0571.Click photographs - Photos may exist for this station.
 GJ0571
 GJ0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0571
 GJ0571. The following values were computed from the NAD 83(1993) position.
 GJ0571
 GJ0571;                    North         East     Units Scale Factor Converg.
 GJ0571;SPC OK N     -   165,314.127   549,190.327   MT  0.99996107   -0 20 04.8
 GJ0571;SPC OK N     -   542,368.10  1,801,801.93   sFT  0.99996107   -0 20 04.8
 GJ0571;UTM  14      - 4,038,229.798   538,776.893   MT  0.99961853   +0 15 26.8
 GJ0571
 GJ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0571!SPC OK N     -   0.99993263  x   0.99996107  =   0.99989370
 GJ0571!UTM  14      -   0.99993263  x   0.99961853  =   0.99955118
 GJ0571
 GJ0571:                Primary Azimuth Mark                     Grid Az
 GJ0571:SPC OK N     -  QUIRK AZ MK                              336 47 32.0
 GJ0571:UTM  14      -  QUIRK AZ MK                              336 12 00.4
 GJ0571
 GJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3877638229(NAD 83)
 GJ0571
 GJ0571|---------------------------------------------------------------------|
 GJ0571| PID    Reference Object                     Distance      Geod. Az  |
 GJ0571|                                                           dddmmss.s |
 GJ0571| GJ0516 CARMEN MUNICIPAL WATER TANK         APPROX.13.7 KM 0430154.0 |
 GJ0571| CL3810 QUIRK RM 1                           23.886 METERS 04304     |
 GJ0571| GJ0513 ALINE MUNICIPAL WATER TANK          APPROX.16.1 KM 0764948.9 |
 GJ0571| GJ0563 ORIENTA COP ELEV ASSN ELEV          APPROX.16.5 KM 1495536.7 |
 GJ0571| CL3811 QUIRK RM 2                           36.370 METERS 33625     |
 GJ0571| CL3809 QUIRK AZ MK                                        3362727.2 |
 GJ0571|---------------------------------------------------------------------|
 GJ0571
 GJ0571                          SUPERSEDED SURVEY CONTROL
 GJ0571
 GJ0571  NAD 83(1986)-  36 29 18.93604(N)    098 34 01.44170(W) AD(       ) 2
 GJ0571  NAD 27      -  36 29 18.81483(N)    098 34 00.14872(W) AD(       ) 2
 GJ0571
 GJ0571.Superseded values are not recommended for survey control.
 GJ0571
 GJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0571.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0571
 GJ0571_MARKER: DS = TRIANGULATION STATION DISK
 GJ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0571_STAMPING: QUIRK 1951
 GJ0571_MARK LOGO: CGS
 GJ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0571+STABILITY: SURFACE MOTION
 GJ0571
 GJ0571  HISTORY     - Date     Condition        Report By
 GJ0571  HISTORY     - 1951     MONUMENTED       CGS
 GJ0571
 GJ0571                          STATION DESCRIPTION
 GJ0571
 GJ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0571'THE STATION IS LOCATED ON THE TOP OF A SMALL BRUSH COVERED KNOLL
 GJ0571'ABOUT 9.0 MILES SOUTHWEST OF CARMEN, 9.0 MILES NORTHWEST OF CLEO
 GJ0571'SPRINGS AND 7.0 MILES WEST OF ALINE IN PASTURE LAND OWNED BY MR.
 GJ0571'EVERETT ANDREWS OF WAYNOKA.  IT IS LOCATED NEAR THE SOUTH EDGE OF
 GJ0571'THE KNOLL ABOUT 300.0 FEET EAST OF A BARN, 125.0 FEET EAST OF THE
 GJ0571'SOUTHEAST CORNER OF THE BARN LOT FENCE AND 5.0 FEET NORTHEAST OF
 GJ0571'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED QUIRK 1951.
 GJ0571'
 GJ0571'REFERENCE MARK NO. 1 IS LOCATED NEAR THE NORTH END OF THE KNOLL AT
 GJ0571'ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 3 INCHES AND
 GJ0571'IS STAMPED QUIRK NO 1 1951.
 GJ0571'
 GJ0571'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE KNOLL
 GJ0571'ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 2
 GJ0571'INCHES AND IS STAMPED QUIRK NO 2 1951.
 GJ0571'
 GJ0571'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0571'IS 113.85 FEET.
 GJ0571'
 GJ0571'THE AZIMUTH MARK IS 75.0 FEET EAST OF THE CENTER OF A GRADED ROAD,
 GJ0571'37.0 FEET EAST OF A FENCE CORNER, 18.0 FEET SOUTH OF THE CENTER OF A
 GJ0571'GRADED ROAD, 2.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF
 GJ0571'A WOVEN WIRE FENCE AT THE NORTH EDGE OF A CULTIVATED FIELD.  IT
 GJ0571'PROJECTS 5 INCHES AND IS STAMPED QUIRK 1951.
 GJ0571'
 GJ0571'TO REACH THE STATION FROM THE POST OFFICE IN ALINE, GO SOUTH ON THE
 GJ0571'MAIN STREET FOR 0.2 MILE TO A CROSSROAD.  HERE TURN RIGHT AND GO
 GJ0571'WEST ON A GRADED ROAD FOR 6.6 MILES TO A CROSSROAD AND SCHOOLHOUSE
 GJ0571'IN THE NORTHWEST ANGLE, TURN LEFT AND GO SOUTH ON A GRADED ROAD
 GJ0571'FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK JUST EAST OF A
 GJ0571'FENCE CORNER IN THE SOUTHEAST ANGLE.  CONTINUE SOUTH ON A GRADED
 GJ0571'ROAD FOR 0.25 MILE TO A FARM DRIVE LEADING INTO A GROUP OF FARM
 GJ0571'BUILDINGS ON THE LEFT, TURN LEFT ON FARM DRIVE AND FOLLOW FARM
 GJ0571'LANE BETWEEN BUILDINGS PASSING THROUGH TWO WOODEN GATES AND
 GJ0571'ACROSS OPEN PASTURE FOR A TOTAL DISTANCE OF ABOUT 0.15 MILE EAST TO
 GJ0571'THE TOP OF A BRUSH COVERED KNOLL AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0206 ***********************************************************************
 GK0206  DESIGNATION -  R 10
 GK0206  PID         -  GK0206
 GK0206  STATE/COUNTY-  OK/BEAVER
 GK0206  COUNTRY     -  US
 GK0206  USGS QUAD   -  TURPIN WEST (2018)
 GK0206
 GK0206                         *CURRENT SURVEY CONTROL
 GK0206  ______________________________________________________________________
 GK0206* NAD 83(1986) POSITION- 36 51 48.10   (N) 100 52 56.87   (W)   HD_HELD1
 GK0206* NAVD 88 ORTHO HEIGHT -   839.718 (meters)     2754.97  (feet) ADJUSTED
 GK0206  ______________________________________________________________________
 GK0206  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 GK0206  DYNAMIC HEIGHT  -        838.883 (meters)     2752.24  (feet) COMP
 GK0206  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 GK0206
 GK0206  VERT ORDER      -  FIRST     CLASS II
 GK0206
 GK0206.The horizontal coordinates were determined by differentially corrected
 GK0206.hand held GPS observations or other comparable positioning techniques
 GK0206.and have an estimated accuracy of +/- 3 meters.
 GK0206
 GK0206.The orthometric height was determined by differential leveling and
 GK0206.adjusted by the NATIONAL GEODETIC SURVEY
 GK0206.in June 1991.
 GK0206
 GK0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0206.GEOID18 height accuracy estimate available here.
 GK0206
 GK0206.Click photographs - Photos may exist for this station.
 GK0206
 GK0206.The dynamic height is computed by dividing the NAVD 88
 GK0206.geopotential number by the normal gravity value computed on the
 GK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0206.degrees latitude (g = 980.6199 gals.).
 GK0206
 GK0206.The modeled gravity was interpolated from observed gravity values.
 GK0206
 GK0206;                    North         East    Units  Estimated Accuracy
 GK0206;SPC OK N     -   210,569.2     343,001.6     MT  (+/- 3 meters HH1 GPS) 
 GK0206
 GK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3219781368(NAD 83)
 GK0206
 GK0206                          SUPERSEDED SURVEY CONTROL
 GK0206
 GK0206  NGVD 29 (??/??/92)  839.354  (m)         2753.78   (f) ADJ UNCH    1 2
 GK0206
 GK0206.Superseded values are not recommended for survey control.
 GK0206
 GK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0206.See file dsdata.pdf to determine how the superseded data were derived.
 GK0206
 GK0206_MARKER: DB = BENCH MARK DISK
 GK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0206_STAMPING: R 10 1934
 GK0206_MARK LOGO: CGS
 GK0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0206+STABILITY: SURFACE MOTION
 GK0206
 GK0206  HISTORY     - Date     Condition        Report By
 GK0206  HISTORY     - 1934     MONUMENTED       CGS
 GK0206  HISTORY     - 1934     GOOD             CGS
 GK0206  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0206  HISTORY     - 19960415 GOOD             OKDOT
 GK0206
 GK0206                          STATION DESCRIPTION
 GK0206
 GK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0206'15.5 MI S FROM LIBERAL, KS.
 GK0206'RECOVERED AS DESCRIBED-- BEAVER COUNTY, OKLAHOMA, AT THE JUNCTION U.
 GK0206'S. HIGHWAY 83 AND U.S. HIGHWAY 64. 15.5 MILES SOUTH OF CITY HALL AT
 GK0206'LIBERAL. 325 FEET NORTHWEST OF LARGE WHITE FARM HOUSE ON THE SOUTH
 GK0206'SIDE OF U. S. HIGHWAY 83, 80 FEET NORTH OF THE JUNCTION OF U. S.
 GK0206'HIGHWAYS 83 AND 64.  62 FEET NORTH OF CENTER LINE OF U. S. HIGHWAY 64.
 GK0206'STANDARD DISK SET IN CONCRETE POST, STAMPED R-10 1934
 GK0206
 GK0206                          STATION RECOVERY (1965)
 GK0206
 GK0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0206'MARK NOT FOUND.
 GK0206
 GK0206                          STATION RECOVERY (1996)
 GK0206
 GK0206'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GK0206'FROM THE JUNCTION OF US 83 AND US 64 (WEST) AT THE SOUTH EDGE OF
 GK0206'TURPIN, GO WEST ON US 64 FOR 0.80 KM (0.50 MI) TO THE MARK ON THE
 GK0206'RIGHT.  IT IS 16.4 METERS (53.8 FT) NORTH OF THE CENTERLINE OF US 64
 GK0206'ON THE TURPIN SCHOOL GROUNDS, 1.6 METERS (5.2 FT) SOUTH OF THE SOUTH
 GK0206'EDGE OF AN ASPHALT RUNNING TRACK, 1.4 METERS (4.6 FT) NORTH OF A POWER
 GK0206'POLE, 0.7 METERS (2.3 FT) NORTH OF A CHAIN LINK FENCE, 0.9 METERS (3.0
 GK0206'FT) NORTH OF A STEEL WITNESS POST.  THE MARK PROJECTS 0.4 METERS (1.3
 GK0206'FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0495 ***********************************************************************
 EK0495  DESIGNATION -  R 100
 EK0495  PID         -  EK0495
 EK0495  STATE/COUNTY-  OK/PUSHMATAHA
 EK0495  COUNTRY     -  US
 EK0495  USGS QUAD   -  RATTAN (2019)
 EK0495
 EK0495                         *CURRENT SURVEY CONTROL
 EK0495  ______________________________________________________________________
 EK0495* NAD 83(1986) POSITION- 34 12 31.     (N) 095 24 08.     (W)   SCALED
 EK0495* NAVD 88 ORTHO HEIGHT -   155.158 (meters)      509.05  (feet) ADJUSTED
 EK0495  ______________________________________________________________________
 EK0495  GEOID HEIGHT    -        -30.327 (meters)                     GEOID18
 EK0495  DYNAMIC HEIGHT  -        154.988 (meters)      508.49  (feet) COMP
 EK0495  MODELED GRAVITY -    979,538.9   (mgal)                       NAVD 88
 EK0495
 EK0495  VERT ORDER      -  SECOND    CLASS 0
 EK0495
 EK0495.The horizontal coordinates were scaled from a map and have
 EK0495.an estimated accuracy of +/- 6 seconds.
 EK0495
 EK0495.The orthometric height was determined by differential leveling and
 EK0495.adjusted by the NATIONAL GEODETIC SURVEY
 EK0495.in June 1991.
 EK0495
 EK0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0495.GEOID18 height accuracy estimate available here.
 EK0495
 EK0495.Click photographs - Photos may exist for this station.
 EK0495
 EK0495.The dynamic height is computed by dividing the NAVD 88
 EK0495.geopotential number by the normal gravity value computed on the
 EK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0495.degrees latitude (g = 980.6199 gals.).
 EK0495
 EK0495.The modeled gravity was interpolated from observed gravity values.
 EK0495
 EK0495;                    North         East    Units  Estimated Accuracy
 EK0495;SPC OK S     -   100,170.      839,370.      MT  (+/- 180 meters Scaled)
 EK0495
 EK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT786878(NAD 83)
 EK0495
 EK0495                          SUPERSEDED SURVEY CONTROL
 EK0495
 EK0495  NGVD 29 (??/??/92)  155.081  (m)          508.79   (f) ADJ UNCH    2 0
 EK0495
 EK0495.Superseded values are not recommended for survey control.
 EK0495
 EK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0495.See file dsdata.pdf to determine how the superseded data were derived.
 EK0495
 EK0495_MARKER: DB = BENCH MARK DISK
 EK0495_SETTING: 66 = SET IN ROCK OUTCROP
 EK0495_STAMPING: R 100 1960
 EK0495_MARK LOGO: CGS
 EK0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0495+STABILITY: POSITION/ELEVATION WELL
 EK0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0495+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 EK0495
 EK0495  HISTORY     - Date     Condition        Report By
 EK0495  HISTORY     - 1960     MONUMENTED       CGS
 EK0495  HISTORY     - 20080813 GOOD             OKDOT
 EK0495
 EK0495                          STATION DESCRIPTION
 EK0495
 EK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0495'1.2 MI NE FROM RATTAN.
 EK0495'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0495'OFFICE AT RATTAN,  THENCE 0.65 MILE NORTHEAST ALONG A GRAVELED
 EK0495'ROAD, IN SECTION 15, R 18 E, T 4 S, SET IN THE TOP OF A LARGE
 EK0495'ROCK OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 59 FEET
 EK0495'NORTHWEST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST OF
 EK0495'A 10-INCH OAK TREE, 28 FEET NORTHWEST OF A FENCE, AND ABOUT
 EK0495'2 FEET BELOW THE ROAD.
 EK0495
 EK0495                          STATION RECOVERY (2008)
 EK0495
 EK0495'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2008 (RES)
 EK0495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0486 ***********************************************************************
 FK0486  DESIGNATION -  R 103
 FK0486  PID         -  FK0486
 FK0486  STATE/COUNTY-  OK/ROGER MILLS
 FK0486  COUNTRY     -  US
 FK0486  USGS QUAD   -  MACKIE (2018)
 FK0486
 FK0486                         *CURRENT SURVEY CONTROL
 FK0486  ______________________________________________________________________
 FK0486* NAD 83(1986) POSITION- 35 40 43.     (N) 099 51 00.     (W)   SCALED
 FK0486* NAVD 88 ORTHO HEIGHT -   650.531 (meters)     2134.28  (feet) ADJUSTED
 FK0486  ______________________________________________________________________
 FK0486  GEOID HEIGHT    -        -28.008 (meters)                     GEOID18
 FK0486  DYNAMIC HEIGHT  -        649.838 (meters)     2132.01  (feet) COMP
 FK0486  MODELED GRAVITY -    979,548.3   (mgal)                       NAVD 88
 FK0486
 FK0486  VERT ORDER      -  SECOND    CLASS 0
 FK0486
 FK0486.The horizontal coordinates were scaled from a map and have
 FK0486.an estimated accuracy of +/- 6 seconds.
 FK0486
 FK0486.The orthometric height was determined by differential leveling and
 FK0486.adjusted by the NATIONAL GEODETIC SURVEY
 FK0486.in June 1991.
 FK0486
 FK0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0486.GEOID18 height accuracy estimate available here.
 FK0486
 FK0486.Click photographs - Photos may exist for this station.
 FK0486
 FK0486.The dynamic height is computed by dividing the NAVD 88
 FK0486.geopotential number by the normal gravity value computed on the
 FK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0486.degrees latitude (g = 980.6199 gals.).
 FK0486
 FK0486.The modeled gravity was interpolated from observed gravity values.
 FK0486
 FK0486;                    North         East    Units  Estimated Accuracy
 FK0486;SPC OK N     -    76,890.      432,540.      MT  (+/- 180 meters Scaled)
 FK0486
 FK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME230486(NAD 83)
 FK0486
 FK0486                          SUPERSEDED SURVEY CONTROL
 FK0486
 FK0486  NGVD 29 (??/??/92)  650.231  (m)         2133.30   (f) ADJ UNCH    2 0
 FK0486
 FK0486.Superseded values are not recommended for survey control.
 FK0486
 FK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0486.See file dsdata.pdf to determine how the superseded data were derived.
 FK0486
 FK0486_MARKER: DB = BENCH MARK DISK
 FK0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0486_STAMPING: R 103 1934
 FK0486_MARK LOGO: CGS
 FK0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0486+STABILITY: SURFACE MOTION
 FK0486
 FK0486  HISTORY     - Date     Condition        Report By
 FK0486  HISTORY     - 1934     MONUMENTED       CGS
 FK0486
 FK0486                          STATION DESCRIPTION
 FK0486
 FK0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0486'4.4 MI NE FROM REYDON.
 FK0486'4.4 MILES NORTHEAST OF P. AND SF. RR. STATION AT REYDON 0.45
 FK0486'MILE NORTHEAST OF MILEPOST 66, 0.15 MILE NORTHEAST OF PANHANDLE
 FK0486'AND SANTA FE RAILROAD CULVERT 66 B, 74 FEET NORTH OF NEAREST
 FK0486'RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0461 ***********************************************************************
 FK0461  DESIGNATION -  R 104
 FK0461  PID         -  FK0461
 FK0461  STATE/COUNTY-  OK/ELLIS
 FK0461  COUNTRY     -  US
 FK0461  USGS QUAD   -  ANTELOPE HILLS NE (2018)
 FK0461
 FK0461                         *CURRENT SURVEY CONTROL
 FK0461  ______________________________________________________________________
 FK0461* NAD 83(1986) POSITION- 35 58 10.72   (N) 099 45 21.02   (W)   HD_HELD1
 FK0461* NAVD 88 ORTHO HEIGHT -   709.465 (meters)     2327.64  (feet) ADJUSTED
 FK0461  ______________________________________________________________________
 FK0461  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 FK0461  DYNAMIC HEIGHT  -        708.728 (meters)     2325.22  (feet) COMP
 FK0461  MODELED GRAVITY -    979,571.0   (mgal)                       NAVD 88
 FK0461
 FK0461  VERT ORDER      -  SECOND    CLASS 0
 FK0461
 FK0461.The horizontal coordinates were determined by differentially corrected
 FK0461.hand held GPS observations or other comparable positioning techniques
 FK0461.and have an estimated accuracy of +/- 3 meters.
 FK0461
 FK0461.The orthometric height was determined by differential leveling and
 FK0461.adjusted by the NATIONAL GEODETIC SURVEY
 FK0461.in June 1991.
 FK0461
 FK0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0461.GEOID18 height accuracy estimate available here.
 FK0461
 FK0461.Click photographs - Photos may exist for this station.
 FK0461
 FK0461.The dynamic height is computed by dividing the NAVD 88
 FK0461.geopotential number by the normal gravity value computed on the
 FK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0461.degrees latitude (g = 980.6199 gals.).
 FK0461
 FK0461.The modeled gravity was interpolated from observed gravity values.
 FK0461
 FK0461;                    North         East    Units  Estimated Accuracy
 FK0461;SPC OK N     -   109,016.5     441,642.8     MT  (+/- 3 meters HH1 GPS) 
 FK0461
 FK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3185180845(NAD 83)
 FK0461
 FK0461                          SUPERSEDED SURVEY CONTROL
 FK0461
 FK0461  NGVD 29 (??/??/92)  709.160  (m)         2326.64   (f) ADJ UNCH    2 0
 FK0461
 FK0461.Superseded values are not recommended for survey control.
 FK0461
 FK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0461.See file dsdata.pdf to determine how the superseded data were derived.
 FK0461
 FK0461_MARKER: DB = BENCH MARK DISK
 FK0461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0461_SP_SET: CULVERT HEADWALL
 FK0461_STAMPING: R 104 1934
 FK0461_MARK LOGO: CGS
 FK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0461+STABILITY: SURFACE MOTION
 FK0461
 FK0461  HISTORY     - Date     Condition        Report By
 FK0461  HISTORY     - 1934     MONUMENTED       CGS
 FK0461
 FK0461                          STATION DESCRIPTION
 FK0461
 FK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0461'12.2 MILES SOUTHEAST OF ELLIS CO., COURTHOUSE SEAT ARNETT 28 FEET
 FK0461'NORTH OF CENTER LINE OF SECTION LINE ROAD.  18 FEET WEST OF
 FK0461'CENTER LINE OF U.S. HIGHWAY 283.  ON SOUTH END WEST HEADWALL
 FK0461'OF CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0456 ***********************************************************************
 FK0456  DESIGNATION -  R 105
 FK0456  PID         -  FK0456
 FK0456  STATE/COUNTY-  OK/BECKHAM
 FK0456  COUNTRY     -  US
 FK0456  USGS QUAD   -  SAYRE (2018)
 FK0456
 FK0456                         *CURRENT SURVEY CONTROL
 FK0456  ______________________________________________________________________
 FK0456* NAD 83(1986) POSITION- 35 18 29.     (N) 099 38 21.     (W)   SCALED
 FK0456* NAVD 88 ORTHO HEIGHT -   580.135 (meters)     1903.33  (feet) ADJUSTED
 FK0456  ______________________________________________________________________
 FK0456  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 FK0456  DYNAMIC HEIGHT  -        579.534 (meters)     1901.35  (feet) COMP
 FK0456  MODELED GRAVITY -    979,578.4   (mgal)                       NAVD 88
 FK0456
 FK0456  VERT ORDER      -  FIRST     CLASS II
 FK0456
 FK0456.The horizontal coordinates were scaled from a map and have
 FK0456.an estimated accuracy of +/- 6 seconds.
 FK0456
 FK0456.The orthometric height was determined by differential leveling and
 FK0456.adjusted by the NATIONAL GEODETIC SURVEY
 FK0456.in June 1991.
 FK0456
 FK0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0456.GEOID18 height accuracy estimate available here.
 FK0456
 FK0456.Click photographs - Photos may exist for this station.
 FK0456
 FK0456.The dynamic height is computed by dividing the NAVD 88
 FK0456.geopotential number by the normal gravity value computed on the
 FK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0456.degrees latitude (g = 980.6199 gals.).
 FK0456
 FK0456.The modeled gravity was interpolated from observed gravity values.
 FK0456
 FK0456;                    North         East    Units  Estimated Accuracy
 FK0456;SPC OK S     -   220,260.      450,930.      MT  (+/- 180 meters Scaled)
 FK0456
 FK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME418073(NAD 83)
 FK0456
 FK0456                          SUPERSEDED SURVEY CONTROL
 FK0456
 FK0456  NGVD 29 (??/??/92)  579.900  (m)         1902.56   (f) ADJ UNCH    1 2
 FK0456
 FK0456.Superseded values are not recommended for survey control.
 FK0456
 FK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0456.See file dsdata.pdf to determine how the superseded data were derived.
 FK0456
 FK0456_MARKER: DB = BENCH MARK DISK
 FK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0456_STAMPING: R 105 1934 10 K 59 TT 1936
 FK0456_MARK LOGO: CGS
 FK0456_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0456+STABILITY: SURFACE MOTION
 FK0456
 FK0456  HISTORY     - Date     Condition        Report By
 FK0456  HISTORY     - 1934     MONUMENTED       CGS
 FK0456  HISTORY     - 1953     GOOD             CGS
 FK0456
 FK0456                          STATION DESCRIPTION
 FK0456
 FK0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0456'1.05 MILES NORTH ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FK0456'ISLAND AND PACIFIC RAILROAD STATION AT SAYRE, AT A JUNCTION
 FK0456'WITH U.S. HIGHWAY 283, 161 FEET NORTHWEST OF THE CENTER LINE
 FK0456'OF U.S. HIGHWAY 66, 81 FEET EAST OF THE CENTER LINE OF U.S.
 FK0456'HIGHWAY 283, 38 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 FK0456'WHITE HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0456'0.7 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0374 ***********************************************************************
 GJ0374  DESIGNATION -  R 106
 GJ0374  PID         -  GJ0374
 GJ0374  STATE/COUNTY-  OK/HARPER
 GJ0374  COUNTRY     -  US
 GJ0374  USGS QUAD   -  LAVERNE (2018)
 GJ0374
 GJ0374                         *CURRENT SURVEY CONTROL
 GJ0374  ______________________________________________________________________
 GJ0374* NAD 83(1986) POSITION- 36 42 34.     (N) 099 53 25.     (W)   SCALED
 GJ0374* NAVD 88 ORTHO HEIGHT -   641.870 (meters)     2105.87  (feet) ADJUSTED
 GJ0374  ______________________________________________________________________
 GJ0374  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 GJ0374  DYNAMIC HEIGHT  -        641.258 (meters)     2103.86  (feet) COMP
 GJ0374  MODELED GRAVITY -    979,658.4   (mgal)                       NAVD 88
 GJ0374
 GJ0374  VERT ORDER      -  SECOND    CLASS 0
 GJ0374
 GJ0374.The horizontal coordinates were scaled from a map and have
 GJ0374.an estimated accuracy of +/- 6 seconds.
 GJ0374
 GJ0374.The orthometric height was determined by differential leveling and
 GJ0374.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0374.in June 1991.
 GJ0374
 GJ0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0374.GEOID18 height accuracy estimate available here.
 GJ0374
 GJ0374.Click photographs - Photos may exist for this station.
 GJ0374
 GJ0374.The dynamic height is computed by dividing the NAVD 88
 GJ0374.geopotential number by the normal gravity value computed on the
 GJ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0374.degrees latitude (g = 980.6199 gals.).
 GJ0374
 GJ0374.The modeled gravity was interpolated from observed gravity values.
 GJ0374
 GJ0374;                    North         East    Units  Estimated Accuracy
 GJ0374;SPC OK N     -   191,320.      431,120.      MT  (+/- 180 meters Scaled)
 GJ0374
 GJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF204630(NAD 83)
 GJ0374
 GJ0374                          SUPERSEDED SURVEY CONTROL
 GJ0374
 GJ0374  NGVD 29 (??/??/92)  641.586  (m)         2104.94   (f) ADJ UNCH    2 0
 GJ0374
 GJ0374.Superseded values are not recommended for survey control.
 GJ0374
 GJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0374.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0374
 GJ0374_MARKER: DB = BENCH MARK DISK
 GJ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0374_STAMPING: R 106 1934
 GJ0374_MARK LOGO: CGS
 GJ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0374+STABILITY: SURFACE MOTION
 GJ0374
 GJ0374  HISTORY     - Date     Condition        Report By
 GJ0374  HISTORY     - 1934     MONUMENTED       CGS
 GJ0374
 GJ0374                          STATION DESCRIPTION
 GJ0374
 GJ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0374'AT LAVERNE.
 GJ0374'150 FEET SOUTHEAST OF MISSOURI KANSAS AND TEXAS RAILWAY STATION
 GJ0374'45 FEET EAST OF NEAREST RAIL OF MAIN TRACK.  36 FEET SOUTH OF
 GJ0374'CENTER LINE OF MAIN STREET.  SEVEN POLES SOUTHEAST OF MILE POLE
 GJ0374'256.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0232 ***********************************************************************
 GK0232  DESIGNATION -  R 107
 GK0232  PID         -  GK0232
 GK0232  STATE/COUNTY-  OK/BEAVER
 GK0232  COUNTRY     -  US
 GK0232  USGS QUAD   -  FORGAN (2018)
 GK0232
 GK0232                         *CURRENT SURVEY CONTROL
 GK0232  ______________________________________________________________________
 GK0232* NAD 83(1986) POSITION- 36 54 58.     (N) 100 31 40.     (W)   SCALED
 GK0232* NAVD 88 ORTHO HEIGHT -   776.365 (meters)     2547.12  (feet) ADJUSTED
 GK0232  ______________________________________________________________________
 GK0232  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 GK0232  DYNAMIC HEIGHT  -        775.619 (meters)     2544.68  (feet) COMP
 GK0232  MODELED GRAVITY -    979,644.5   (mgal)                       NAVD 88
 GK0232
 GK0232  VERT ORDER      -  SECOND    CLASS 0
 GK0232
 GK0232.The horizontal coordinates were scaled from a map and have
 GK0232.an estimated accuracy of +/- 6 seconds.
 GK0232
 GK0232.The orthometric height was determined by differential leveling and
 GK0232.adjusted by the NATIONAL GEODETIC SURVEY
 GK0232.in June 1991.
 GK0232
 GK0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0232.GEOID18 height accuracy estimate available here.
 GK0232
 GK0232.Click photographs - Photos may exist for this station.
 GK0232
 GK0232.The dynamic height is computed by dividing the NAVD 88
 GK0232.geopotential number by the normal gravity value computed on the
 GK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0232.degrees latitude (g = 980.6199 gals.).
 GK0232
 GK0232.The modeled gravity was interpolated from observed gravity values.
 GK0232
 GK0232;                    North         East    Units  Estimated Accuracy
 GK0232;SPC OK N     -   215,540.      374,770.      MT  (+/- 180 meters Scaled)
 GK0232
 GK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF639866(NAD 83)
 GK0232
 GK0232                          SUPERSEDED SURVEY CONTROL
 GK0232
 GK0232  NGVD 29 (??/??/92)  776.038  (m)         2546.05   (f) ADJ UNCH    2 0
 GK0232
 GK0232.Superseded values are not recommended for survey control.
 GK0232
 GK0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0232.See file dsdata.pdf to determine how the superseded data were derived.
 GK0232
 GK0232_MARKER: DB = BENCH MARK DISK
 GK0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0232_STAMPING: R 107 1934
 GK0232_MARK LOGO: CGS
 GK0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0232+STABILITY: SURFACE MOTION
 GK0232
 GK0232  HISTORY     - Date     Condition        Report By
 GK0232  HISTORY     - 1934     MONUMENTED       CGS
 GK0232  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0232
 GK0232                          STATION DESCRIPTION
 GK0232
 GK0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0232'0.8 MI E FROM FORGAN.
 GK0232'0.8 MILES EAST OF FORGAN M.K. AND T. RR STATION 0.1 MILE EAST OF MILE
 GK0232'POLE 304. 42 FEET SOUTHEAST OF NEAREST RAIL MISSOURI KANSAS AND TEXAS
 GK0232'RAILWAY TRACK, ON RAILWAY PROPERTY FENCE LINE.  NOTE-- SAND DRIFTS IN
 GK0232'AREA.
 GK0232
 GK0232                          STATION RECOVERY (1973)
 GK0232
 GK0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0406 ***********************************************************************
 GJ0406  DESIGNATION -  R 108
 GJ0406  PID         -  GJ0406
 GJ0406  STATE/COUNTY-  OK/HARPER
 GJ0406  COUNTRY     -  US
 GJ0406  USGS QUAD   -  BUFFALO SE (2018)
 GJ0406
 GJ0406                         *CURRENT SURVEY CONTROL
 GJ0406  ______________________________________________________________________
 GJ0406* NAD 83(1986) POSITION- 36 48 43.     (N) 099 31 46.     (W)   SCALED
 GJ0406* NAVD 88 ORTHO HEIGHT -   530.918 (meters)     1741.85  (feet) ADJUSTED
 GJ0406  ______________________________________________________________________
 GJ0406  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 GJ0406  DYNAMIC HEIGHT  -        530.428 (meters)     1740.25  (feet) COMP
 GJ0406  MODELED GRAVITY -    979,692.5   (mgal)                       NAVD 88
 GJ0406
 GJ0406  VERT ORDER      -  SECOND    CLASS 0
 GJ0406
 GJ0406.The horizontal coordinates were scaled from a map and have
 GJ0406.an estimated accuracy of +/- 6 seconds.
 GJ0406
 GJ0406.The orthometric height was determined by differential leveling and
 GJ0406.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0406.in June 1991.
 GJ0406
 GJ0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0406.GEOID18 height accuracy estimate available here.
 GJ0406
 GJ0406.Click photographs - Photos may exist for this station.
 GJ0406
 GJ0406.The dynamic height is computed by dividing the NAVD 88
 GJ0406.geopotential number by the normal gravity value computed on the
 GJ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0406.degrees latitude (g = 980.6199 gals.).
 GJ0406
 GJ0406.The modeled gravity was interpolated from observed gravity values.
 GJ0406
 GJ0406;                    North         East    Units  Estimated Accuracy
 GJ0406;SPC OK N     -   202,120.      463,530.      MT  (+/- 180 meters Scaled)
 GJ0406
 GJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF527741(NAD 83)
 GJ0406
 GJ0406                          SUPERSEDED SURVEY CONTROL
 GJ0406
 GJ0406  NGVD 29 (??/??/92)  530.653  (m)         1740.98   (f) ADJ UNCH    2 0
 GJ0406
 GJ0406.Superseded values are not recommended for survey control.
 GJ0406
 GJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0406.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0406
 GJ0406_MARKER: DB = BENCH MARK DISK
 GJ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0406_STAMPING: R 108 1934
 GJ0406_MARK LOGO: CGS
 GJ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0406+STABILITY: SURFACE MOTION
 GJ0406
 GJ0406  HISTORY     - Date     Condition        Report By
 GJ0406  HISTORY     - 1934     MONUMENTED       CGS
 GJ0406
 GJ0406                          STATION DESCRIPTION
 GJ0406
 GJ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0406'2.5 MI NW FROM SELMAN.
 GJ0406'0.2 MILE NORTHWEST OF MILEPOST 46, 210 FEET NORTHWEST OF ATCHISON
 GJ0406'TOPEKA AND SANTA FE RAILROAD BRIDGE 46 A, 40 FEET SOUTH OF CENTER
 GJ0406'LINE OF SECTION LINE ROAD, 33 FEET NORTHEAST OF NEAREST RAIL OF
 GJ0406'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0158 ***********************************************************************
 GJ0158  DESIGNATION -  R 110
 GJ0158  PID         -  GJ0158
 GJ0158  STATE/COUNTY-  OK/WOODS
 GJ0158  COUNTRY     -  US
 GJ0158  USGS QUAD   -  ALVA (2018)
 GJ0158
 GJ0158                         *CURRENT SURVEY CONTROL
 GJ0158  ______________________________________________________________________
 GJ0158* NAD 83(1986) POSITION- 36 49 22.     (N) 098 38 51.     (W)   SCALED
 GJ0158* NAVD 88 ORTHO HEIGHT -   401.206 (meters)     1316.29  (feet) ADJUSTED
 GJ0158  ______________________________________________________________________
 GJ0158  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 GJ0158  DYNAMIC HEIGHT  -        400.851 (meters)     1315.13  (feet) COMP
 GJ0158  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 GJ0158
 GJ0158  VERT ORDER      -  SECOND    CLASS 0
 GJ0158
 GJ0158.The horizontal coordinates were scaled from a map and have
 GJ0158.an estimated accuracy of +/- 6 seconds.
 GJ0158
 GJ0158.The orthometric height was determined by differential leveling and
 GJ0158.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0158.in June 1991.
 GJ0158
 GJ0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0158.GEOID18 height accuracy estimate available here.
 GJ0158
 GJ0158.Click photographs - Photos may exist for this station.
 GJ0158
 GJ0158.The dynamic height is computed by dividing the NAVD 88
 GJ0158.geopotential number by the normal gravity value computed on the
 GJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0158.degrees latitude (g = 980.6199 gals.).
 GJ0158
 GJ0158.The modeled gravity was interpolated from observed gravity values.
 GJ0158
 GJ0158;                    North         East    Units  Estimated Accuracy
 GJ0158;SPC OK N     -   202,440.      542,230.      MT  (+/- 180 meters Scaled)
 GJ0158
 GJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF314752(NAD 83)
 GJ0158
 GJ0158                          SUPERSEDED SURVEY CONTROL
 GJ0158
 GJ0158  NGVD 29 (??/??/92)  401.012  (m)         1315.65   (f) ADJ UNCH    2 0
 GJ0158
 GJ0158.Superseded values are not recommended for survey control.
 GJ0158
 GJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0158.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0158
 GJ0158_MARKER: DB = BENCH MARK DISK
 GJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0158_STAMPING: R 110 1934
 GJ0158_MARK LOGO: CGS
 GJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0158+STABILITY: SURFACE MOTION
 GJ0158
 GJ0158  HISTORY     - Date     Condition        Report By
 GJ0158  HISTORY     - 1934     MONUMENTED       CGS
 GJ0158  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0158
 GJ0158                          STATION DESCRIPTION
 GJ0158
 GJ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0158'1.6 MI NE FROM ALVA.
 GJ0158'1.6 MILES NORTHEAST OF ALVA A.T. AND SF. RR. STATION 60 FEET
 GJ0158'SOUTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0158'45 FEET NORTHWEST OF 8TH. POLE WEST OF MILEPOST 323, 45 FEET
 GJ0158'EAST OF HIGHWAY 14 OF OKLAHOMA.
 GJ0158
 GJ0158                          STATION RECOVERY (1968)
 GJ0158
 GJ0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0240 ***********************************************************************
 FK0240  DESIGNATION -  R 112
 FK0240  PID         -  FK0240
 FK0240  STATE/COUNTY-  OK/DEWEY
 FK0240  COUNTRY     -  US
 FK0240  USGS QUAD   -  OAKWOOD (2018)
 FK0240
 FK0240                         *CURRENT SURVEY CONTROL
 FK0240  ______________________________________________________________________
 FK0240* NAD 83(1986) POSITION- 35 59 06.     (N) 098 39 51.     (W)   SCALED
 FK0240* NAVD 88 ORTHO HEIGHT -   564.782 (meters)     1852.96  (feet) ADJUSTED
 FK0240  ______________________________________________________________________
 FK0240  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 FK0240  DYNAMIC HEIGHT  -        564.239 (meters)     1851.17  (feet) COMP
 FK0240  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 FK0240
 FK0240  VERT ORDER      -  SECOND    CLASS 0
 FK0240
 FK0240.The horizontal coordinates were scaled from a map and have
 FK0240.an estimated accuracy of +/- 6 seconds.
 FK0240
 FK0240.The orthometric height was determined by differential leveling and
 FK0240.adjusted by the NATIONAL GEODETIC SURVEY
 FK0240.in June 1991.
 FK0240
 FK0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0240.GEOID18 height accuracy estimate available here.
 FK0240
 FK0240.Click photographs - Photos may exist for this station.
 FK0240
 FK0240.The dynamic height is computed by dividing the NAVD 88
 FK0240.geopotential number by the normal gravity value computed on the
 FK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0240.degrees latitude (g = 980.6199 gals.).
 FK0240
 FK0240.The modeled gravity was interpolated from observed gravity values.
 FK0240
 FK0240;                    North         East    Units  Estimated Accuracy
 FK0240;SPC OK N     -   109,490.      540,110.      MT  (+/- 180 meters Scaled)
 FK0240
 FK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE302823(NAD 83)
 FK0240
 FK0240                          SUPERSEDED SURVEY CONTROL
 FK0240
 FK0240  NGVD 29 (??/??/92)  564.566  (m)         1852.25   (f) ADJ UNCH    2 0
 FK0240
 FK0240.Superseded values are not recommended for survey control.
 FK0240
 FK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0240.See file dsdata.pdf to determine how the superseded data were derived.
 FK0240
 FK0240_MARKER: DB = BENCH MARK DISK
 FK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0240_STAMPING: R 112 1935
 FK0240_MARK LOGO: CGS
 FK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0240+STABILITY: SURFACE MOTION
 FK0240
 FK0240  HISTORY     - Date     Condition        Report By
 FK0240  HISTORY     - 1935     MONUMENTED       CGS
 FK0240  HISTORY     - 1959     MARK NOT FOUND   CGS
 FK0240
 FK0240                          STATION DESCRIPTION
 FK0240
 FK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0240'4.3 MI NE FROM OAKWOOD.
 FK0240'4.3 MILES NORTHEAST OF A.T. AND SF. RR. STATION AT OAKWOOD
 FK0240'0.5 MILE SOUTHWEST OF LEONEL SIDEING STATION, 55 FEET WEST OF
 FK0240'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 45 FEET
 FK0240'NORTH OF CENTER LINE OF SECTION LINE ROAD, 28 FEET SOUTHWEST OF
 FK0240'12TH. POLE SOUTHWEST OF MILEPOST 360.
 FK0240
 FK0240                          STATION RECOVERY (1959)
 FK0240
 FK0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FK0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0117 ***********************************************************************
 GJ0117  DESIGNATION -  R 113
 GJ0117  PID         -  GJ0117
 GJ0117  STATE/COUNTY-  OK/MAJOR
 GJ0117  COUNTRY     -  US
 GJ0117  USGS QUAD   -  GLASS MOUNTAINS (2018)
 GJ0117
 GJ0117                         *CURRENT SURVEY CONTROL
 GJ0117  ______________________________________________________________________
 GJ0117* NAD 83(1986) POSITION- 36 21 43.     (N) 098 33 04.     (W)   SCALED
 GJ0117* NAVD 88 ORTHO HEIGHT -   399.928 (meters)     1312.10  (feet) ADJUSTED
 GJ0117  ______________________________________________________________________
 GJ0117  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 GJ0117  DYNAMIC HEIGHT  -        399.569 (meters)     1310.92  (feet) COMP
 GJ0117  MODELED GRAVITY -    979,721.1   (mgal)                       NAVD 88
 GJ0117
 GJ0117  VERT ORDER      -  SECOND    CLASS 0
 GJ0117
 GJ0117.The horizontal coordinates were scaled from a map and have
 GJ0117.an estimated accuracy of +/- 6 seconds.
 GJ0117
 GJ0117.The orthometric height was determined by differential leveling and
 GJ0117.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0117.in June 1991.
 GJ0117
 GJ0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0117.GEOID18 height accuracy estimate available here.
 GJ0117
 GJ0117.Click photographs - Photos may exist for this station.
 GJ0117
 GJ0117.The dynamic height is computed by dividing the NAVD 88
 GJ0117.geopotential number by the normal gravity value computed on the
 GJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0117.degrees latitude (g = 980.6199 gals.).
 GJ0117
 GJ0117.The modeled gravity was interpolated from observed gravity values.
 GJ0117
 GJ0117;                    North         East    Units  Estimated Accuracy
 GJ0117;SPC OK N     -   151,250.      550,540.      MT  (+/- 180 meters Scaled)
 GJ0117
 GJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF402241(NAD 83)
 GJ0117
 GJ0117                          SUPERSEDED SURVEY CONTROL
 GJ0117
 GJ0117  NGVD 29 (??/??/92)  399.756  (m)         1311.53   (f) ADJ UNCH    2 0
 GJ0117
 GJ0117.Superseded values are not recommended for survey control.
 GJ0117
 GJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0117.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0117
 GJ0117_MARKER: DB = BENCH MARK DISK
 GJ0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0117_SP_SET: CULVERT HEADWALL
 GJ0117_STAMPING: R 113 1935
 GJ0117_MARK LOGO: CGS
 GJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0117+STABILITY: SURFACE MOTION
 GJ0117
 GJ0117  HISTORY     - Date     Condition        Report By
 GJ0117  HISTORY     - 1935     MONUMENTED       CGS
 GJ0117
 GJ0117                          STATION DESCRIPTION
 GJ0117
 GJ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0117'4.3 MI W FROM ORIENTA.
 GJ0117'4.3 MILES WEST OF SANTA FE STATION AT ORIENTA 120 FEET WEST OF
 GJ0117'SECTION LINE ROAD, 15 FEET NORTH OF CENTER LINE OF OKLAHOMA
 GJ0117'HIGHWAY 15, SET IN EAST END OF NORTH HEADWALL OF A 25 FOOT
 GJ0117'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0067 ***********************************************************************
 FK0067  DESIGNATION -  R 114
 FK0067  PID         -  FK0067
 FK0067  STATE/COUNTY-  OK/BLAINE
 FK0067  COUNTRY     -  US
 FK0067  USGS QUAD   -  WATONGA SE (2018)
 FK0067
 FK0067                         *CURRENT SURVEY CONTROL
 FK0067  ______________________________________________________________________
 FK0067* NAD 83(1986) POSITION- 35 50 27.     (N) 098 18 10.     (W)   SCALED
 FK0067* NAVD 88 ORTHO HEIGHT -   432.184 (meters)     1417.92  (feet) ADJUSTED
 FK0067  ______________________________________________________________________
 FK0067  GEOID HEIGHT    -        -27.012 (meters)                     GEOID18
 FK0067  DYNAMIC HEIGHT  -        431.780 (meters)     1416.60  (feet) COMP
 FK0067  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FK0067
 FK0067  VERT ORDER      -  SECOND    CLASS 0
 FK0067
 FK0067.The horizontal coordinates were scaled from a map and have
 FK0067.an estimated accuracy of +/- 6 seconds.
 FK0067
 FK0067.The orthometric height was determined by differential leveling and
 FK0067.adjusted by the NATIONAL GEODETIC SURVEY
 FK0067.in June 1991.
 FK0067
 FK0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0067.GEOID18 height accuracy estimate available here.
 FK0067
 FK0067.Click photographs - Photos may exist for this station.
 FK0067
 FK0067.The dynamic height is computed by dividing the NAVD 88
 FK0067.geopotential number by the normal gravity value computed on the
 FK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0067.degrees latitude (g = 980.6199 gals.).
 FK0067
 FK0067.The modeled gravity was interpolated from observed gravity values.
 FK0067
 FK0067;                    North         East    Units  Estimated Accuracy
 FK0067;SPC OK N     -    93,340.      572,650.      MT  (+/- 180 meters Scaled)
 FK0067
 FK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE629665(NAD 83)
 FK0067
 FK0067                          SUPERSEDED SURVEY CONTROL
 FK0067
 FK0067  NGVD 29 (??/??/92)  432.014  (m)         1417.37   (f) ADJ UNCH    2 0
 FK0067
 FK0067.Superseded values are not recommended for survey control.
 FK0067
 FK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0067.See file dsdata.pdf to determine how the superseded data were derived.
 FK0067
 FK0067_MARKER: DB = BENCH MARK DISK
 FK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0067_STAMPING: R 114 1935
 FK0067_MARK LOGO: CGS
 FK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0067+STABILITY: SURFACE MOTION
 FK0067
 FK0067  HISTORY     - Date     Condition        Report By
 FK0067  HISTORY     - 1935     MONUMENTED       CGS
 FK0067  HISTORY     - 19951115 MARK NOT FOUND   OKDOT
 FK0067
 FK0067                          STATION DESCRIPTION
 FK0067
 FK0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0067'6.2 MI E FROM WATONGA.
 FK0067'6.2 MILES EAST OF ROCK ISLAND STATION AT WATONGA.  120 FEET
 FK0067'NORTH OF FENCE LINE, 45 FEET SOUTH OF CENTER LINE OF STATE
 FK0067'HIGHWAY 33, ON TOP OF HILL.
 FK0067
 FK0067                          STATION RECOVERY (1995)
 FK0067
 FK0067'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0368 ***********************************************************************
 GL0368  DESIGNATION -  R 12
 GL0368  PID         -  GL0368
 GL0368  STATE/COUNTY-  OK/CIMARRON
 GL0368  COUNTRY     -  US
 GL0368  USGS QUAD   -  KENTON SE (2018)
 GL0368
 GL0368                         *CURRENT SURVEY CONTROL
 GL0368  ______________________________________________________________________
 GL0368* NAD 83(1986) POSITION- 36 50 11.5    (N) 102 48 19.9    (W)   HD_HELD2
 GL0368* NAVD 88 ORTHO HEIGHT -  1340.874 (meters)     4399.18  (feet) ADJUSTED
 GL0368  ______________________________________________________________________
 GL0368  GEOID HEIGHT    -        -23.004 (meters)                     GEOID18
 GL0368  DYNAMIC HEIGHT  -       1339.386 (meters)     4394.30  (feet) COMP
 GL0368  MODELED GRAVITY -    979,474.8   (mgal)                       NAVD 88
 GL0368
 GL0368  VERT ORDER      -  SECOND    CLASS 0
 GL0368
 GL0368.The horizontal coordinates were established by autonomous hand held GPS
 GL0368.observations and have an estimated accuracy of +/- 10 meters.
 GL0368
 GL0368.The orthometric height was determined by differential leveling and
 GL0368.adjusted by the NATIONAL GEODETIC SURVEY
 GL0368.in June 1991.
 GL0368
 GL0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0368.GEOID18 height accuracy estimate available here.
 GL0368
 GL0368.Click photographs - Photos may exist for this station.
 GL0368
 GL0368.The dynamic height is computed by dividing the NAVD 88
 GL0368.geopotential number by the normal gravity value computed on the
 GL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0368.degrees latitude (g = 980.6199 gals.).
 GL0368
 GL0368.The modeled gravity was interpolated from observed gravity values.
 GL0368
 GL0368;                    North         East    Units  Estimated Accuracy
 GL0368;SPC OK N     -   214,383.      171,507.      MT  (+/- 10 meters HH2 GPS)
 GL0368
 GL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9568678985(NAD 83)
 GL0368
 GL0368                          SUPERSEDED SURVEY CONTROL
 GL0368
 GL0368.No superseded survey control is available for this station.
 GL0368
 GL0368_MARKER: DB = BENCH MARK DISK
 GL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0368_STAMPING: R 12 1939
 GL0368_MARK LOGO: CGS
 GL0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0368+STABILITY: SURFACE MOTION
 GL0368
 GL0368  HISTORY     - Date     Condition        Report By
 GL0368  HISTORY     - 1939     MONUMENTED       CGS
 GL0368
 GL0368                          STATION DESCRIPTION
 GL0368
 GL0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0368'13.0 MI E FROM KENTON.
 GL0368'13.0 MILES EAST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  120 FEET
 GL0368'WEST OF CENTER-LINE OF HIGHWAY.  AT THE TOP OF A GRADE AND WEST OF A
 GL0368'POINT WHERE A WAGON TRAIL LEAVES THE HIGHWAY AND GOES EAST OVER A HILL
 GL0368'DIRECTLY EAST OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0261 ***********************************************************************
 GH0261  DESIGNATION -  R 130
 GH0261  PID         -  GH0261
 GH0261  STATE/COUNTY-  OK/NOBLE
 GH0261  COUNTRY     -  US
 GH0261  USGS QUAD   -  MARLAND (2018)
 GH0261
 GH0261                         *CURRENT SURVEY CONTROL
 GH0261  ______________________________________________________________________
 GH0261* NAD 83(1986) POSITION- 36 31 53.     (N) 097 09 39.     (W)   SCALED
 GH0261* NAVD 88 ORTHO HEIGHT -   284.857 (meters)      934.57  (feet) ADJUSTED
 GH0261  ______________________________________________________________________
 GH0261  GEOID HEIGHT    -        -28.716 (meters)                     GEOID18
 GH0261  DYNAMIC HEIGHT  -        284.609 (meters)      933.75  (feet) COMP
 GH0261  MODELED GRAVITY -    979,754.4   (mgal)                       NAVD 88
 GH0261
 GH0261  VERT ORDER      -  SECOND    CLASS 0
 GH0261
 GH0261.The horizontal coordinates were scaled from a map and have
 GH0261.an estimated accuracy of +/- 6 seconds.
 GH0261
 GH0261.The orthometric height was determined by differential leveling and
 GH0261.adjusted by the NATIONAL GEODETIC SURVEY
 GH0261.in June 1991.
 GH0261
 GH0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0261.GEOID18 height accuracy estimate available here.
 GH0261
 GH0261.Click photographs - Photos may exist for this station.
 GH0261
 GH0261.The dynamic height is computed by dividing the NAVD 88
 GH0261.geopotential number by the normal gravity value computed on the
 GH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0261.degrees latitude (g = 980.6199 gals.).
 GH0261
 GH0261.The modeled gravity was interpolated from observed gravity values.
 GH0261
 GH0261;                    North         East    Units  Estimated Accuracy
 GH0261;SPC OK N     -   170,240.      675,150.      MT  (+/- 180 meters Scaled)
 GH0261
 GH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF646444(NAD 83)
 GH0261
 GH0261                          SUPERSEDED SURVEY CONTROL
 GH0261
 GH0261  NGVD 29 (??/??/92)  284.730  (m)          934.15   (f) ADJ UNCH    2 0
 GH0261
 GH0261.Superseded values are not recommended for survey control.
 GH0261
 GH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0261.See file dsdata.pdf to determine how the superseded data were derived.
 GH0261
 GH0261_MARKER: DB = BENCH MARK DISK
 GH0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0261_SP_SET: BRIDGE ABUTMENT
 GH0261_STAMPING: R 130 1934
 GH0261_MARK LOGO: CGS
 GH0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0261
 GH0261  HISTORY     - Date     Condition        Report By
 GH0261  HISTORY     - 1934     MONUMENTED       CGS
 GH0261
 GH0261                          STATION DESCRIPTION
 GH0261
 GH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0261'1.9 MI S FROM MARLAND.
 GH0261'ABOUT 1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0261'RAILWAY FROM THE STATION AT MARLAND, NOBLE COUNTY, ABOUT 1,130
 GH0261'FEET SOUTH OF MILEPOST 302, ABOUT 105 FEET NORTH OF SEMAPHORE 302.2,
 GH0261'AT STEEL BRIDGE 302 A, IN THE TOP OF THE NORTH STONE ABUTMENT,
 GH0261'AND 8.4 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 GH0261'DISK, STAMPED R 130 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0238 ***********************************************************************
 GH0238  DESIGNATION -  R 131
 GH0238  PID         -  GH0238
 GH0238  STATE/COUNTY-  OK/KAY
 GH0238  COUNTRY     -  US
 GH0238  USGS QUAD   -  PONCA CITY NW (2018)
 GH0238
 GH0238                         *CURRENT SURVEY CONTROL
 GH0238  ______________________________________________________________________
 GH0238* NAD 83(1986) POSITION- 36 43 01.     (N) 097 08 18.     (W)   SCALED
 GH0238* NAVD 88 ORTHO HEIGHT -   308.959 (meters)     1013.64  (feet) ADJUSTED
 GH0238  ______________________________________________________________________
 GH0238  GEOID HEIGHT    -        -28.864 (meters)                     GEOID18
 GH0238  DYNAMIC HEIGHT  -        308.693 (meters)     1012.77  (feet) COMP
 GH0238  MODELED GRAVITY -    979,764.8   (mgal)                       NAVD 88
 GH0238
 GH0238  VERT ORDER      -  SECOND    CLASS 0
 GH0238
 GH0238.The horizontal coordinates were scaled from a map and have
 GH0238.an estimated accuracy of +/- 6 seconds.
 GH0238
 GH0238.The orthometric height was determined by differential leveling and
 GH0238.adjusted by the NATIONAL GEODETIC SURVEY
 GH0238.in June 1991.
 GH0238
 GH0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0238.GEOID18 height accuracy estimate available here.
 GH0238
 GH0238.Click photographs - Photos may exist for this station.
 GH0238
 GH0238.The dynamic height is computed by dividing the NAVD 88
 GH0238.geopotential number by the normal gravity value computed on the
 GH0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0238.degrees latitude (g = 980.6199 gals.).
 GH0238
 GH0238.The modeled gravity was interpolated from observed gravity values.
 GH0238
 GH0238;                    North         East    Units  Estimated Accuracy
 GH0238;SPC OK N     -   190,850.      676,980.      MT  (+/- 180 meters Scaled)
 GH0238
 GH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF662650(NAD 83)
 GH0238
 GH0238                          SUPERSEDED SURVEY CONTROL
 GH0238
 GH0238  NGVD 29 (??/??/92)  308.829  (m)         1013.22   (f) ADJ UNCH    2 0
 GH0238
 GH0238.Superseded values are not recommended for survey control.
 GH0238
 GH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0238.See file dsdata.pdf to determine how the superseded data were derived.
 GH0238
 GH0238_MARKER: DB = BENCH MARK DISK
 GH0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0238_STAMPING: R 131 1934
 GH0238_MARK LOGO: CGS
 GH0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0238+STABILITY: SURFACE MOTION
 GH0238
 GH0238  HISTORY     - Date     Condition        Report By
 GH0238  HISTORY     - 1934     MONUMENTED       CGS
 GH0238
 GH0238                          STATION DESCRIPTION
 GH0238
 GH0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0238'5 MI W FROM PONCA CITY.
 GH0238'ABOUT 5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0238'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 1 MILE
 GH0238'EAST OF THE SIDING AT BODOCK, ABOUT 327 FEET WEST OF MILEPOST
 GH0238'139, AT A DIRT-ROAD CROSSING, 46.4 FEET SOUTH OF THE CENTER LINE
 GH0238'OF THE TRACK, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 GH0238'3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED R 131 1934 AND
 GH0238'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0003 ***********************************************************************
 GH0003  DESIGNATION -  R 132
 GH0003  PID         -  GH0003
 GH0003  STATE/COUNTY-  OK/OSAGE
 GH0003  COUNTRY     -  US
 GH0003  USGS QUAD   -  PEARSONIA (2018)
 GH0003
 GH0003                         *CURRENT SURVEY CONTROL
 GH0003  ______________________________________________________________________
 GH0003* NAD 83(1986) POSITION- 36 49 10.     (N) 096 29 12.     (W)   SCALED
 GH0003* NAVD 88 ORTHO HEIGHT -   327.075 (meters)     1073.08  (feet) ADJUSTED
 GH0003  ______________________________________________________________________
 GH0003  GEOID HEIGHT    -        -28.668 (meters)                     GEOID18
 GH0003  DYNAMIC HEIGHT  -        326.805 (meters)     1072.19  (feet) COMP
 GH0003  MODELED GRAVITY -    979,797.3   (mgal)                       NAVD 88
 GH0003
 GH0003  VERT ORDER      -  SECOND    CLASS 0
 GH0003
 GH0003.The horizontal coordinates were scaled from a map and have
 GH0003.an estimated accuracy of +/- 6 seconds.
 GH0003
 GH0003.The orthometric height was determined by differential leveling and
 GH0003.adjusted by the NATIONAL GEODETIC SURVEY
 GH0003.in June 1991.
 GH0003
 GH0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0003.GEOID18 height accuracy estimate available here.
 GH0003
 GH0003.Click photographs - Photos may exist for this station.
 GH0003
 GH0003.The dynamic height is computed by dividing the NAVD 88
 GH0003.geopotential number by the normal gravity value computed on the
 GH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0003.degrees latitude (g = 980.6199 gals.).
 GH0003
 GH0003.The modeled gravity was interpolated from observed gravity values.
 GH0003
 GH0003;                    North         East    Units  Estimated Accuracy
 GH0003;SPC OK N     -   202,930.      735,020.      MT  (+/- 180 meters Scaled)
 GH0003
 GH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF241777(NAD 83)
 GH0003
 GH0003                          SUPERSEDED SURVEY CONTROL
 GH0003
 GH0003  NGVD 29 (??/??/92)  326.952  (m)         1072.68   (f) ADJ UNCH    2 0
 GH0003
 GH0003.Superseded values are not recommended for survey control.
 GH0003
 GH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0003.See file dsdata.pdf to determine how the superseded data were derived.
 GH0003
 GH0003_MARKER: DB = BENCH MARK DISK
 GH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0003_STAMPING: R 132 1934
 GH0003_MARK LOGO: CGS
 GH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0003+STABILITY: SURFACE MOTION
 GH0003
 GH0003  HISTORY     - Date     Condition        Report By
 GH0003  HISTORY     - 1934     MONUMENTED       CGS
 GH0003
 GH0003                          STATION DESCRIPTION
 GH0003
 GH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0003'8.1 MI SE FROM FORAKER.
 GH0003'8.0 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0003'STATION AT FORAKER, OSAGE COUNTY, 0.2 MILE NORTH OF MILEPOST 216,
 GH0003'470 FEET NORTHWEST OF A CULVERT, AT THE NORTHWEST END OF A CURVE,
 GH0003'50 FEET SOUTHEAST OF THE SOUTHEAST END OF A CUT THROUGH A RIDGE,
 GH0003'32.2 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 3.9
 GH0003'FEET SOUTHWEST OF TELEPHONE POLE 1850.  A STANDARD DISK, STAMPED
 GH0003'R 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0109 ***********************************************************************
 GH0109  DESIGNATION -  R 133
 GH0109  PID         -  GH0109
 GH0109  STATE/COUNTY-  OK/OSAGE
 GH0109  COUNTRY     -  US
 GH0109  USGS QUAD   -  AVANT (2018)
 GH0109
 GH0109                         *CURRENT SURVEY CONTROL
 GH0109  ______________________________________________________________________
 GH0109* NAD 83(1986) POSITION- 36 29 14.99   (N) 096 04 05.40   (W)   HD_HELD1
 GH0109* NAVD 88 ORTHO HEIGHT -   209.293 (meters)      686.66  (feet) ADJUSTED
 GH0109  ______________________________________________________________________
 GH0109  GEOID HEIGHT    -        -28.666 (meters)                     GEOID18
 GH0109  DYNAMIC HEIGHT  -        209.119 (meters)      686.08  (feet) COMP
 GH0109  MODELED GRAVITY -    979,794.8   (mgal)                       NAVD 88
 GH0109
 GH0109  VERT ORDER      -  SECOND    CLASS 0
 GH0109
 GH0109.The horizontal coordinates were determined by differentially corrected
 GH0109.hand held GPS observations or other comparable positioning techniques
 GH0109.and have an estimated accuracy of +/- 3 meters.
 GH0109
 GH0109.The orthometric height was determined by differential leveling and
 GH0109.adjusted by the NATIONAL GEODETIC SURVEY
 GH0109.in June 1991.
 GH0109
 GH0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0109.GEOID18 height accuracy estimate available here.
 GH0109
 GH0109.Click photographs - Photos may exist for this station.
 GH0109
 GH0109.The dynamic height is computed by dividing the NAVD 88
 GH0109.geopotential number by the normal gravity value computed on the
 GH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0109.degrees latitude (g = 980.6199 gals.).
 GH0109
 GH0109.The modeled gravity was interpolated from observed gravity values.
 GH0109
 GH0109;                    North         East    Units  Estimated Accuracy
 GH0109;SPC OK N     -   166,766.3     773,084.7     MT  (+/- 3 meters HH1 GPS) 
 GH0109
 GH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6263742019(NAD 83)
 GH0109
 GH0109                          SUPERSEDED SURVEY CONTROL
 GH0109
 GH0109  NGVD 29 (??/??/92)  209.181  (m)          686.29   (f) ADJ UNCH    2 0
 GH0109
 GH0109.Superseded values are not recommended for survey control.
 GH0109
 GH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0109.See file dsdata.pdf to determine how the superseded data were derived.
 GH0109
 GH0109_MARKER: DB = BENCH MARK DISK
 GH0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0109_SP_SET: BRIDGE ABUTMENT
 GH0109_STAMPING: R 133 1934
 GH0109_MARK LOGO: CGS
 GH0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0109+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 GH0109
 GH0109  HISTORY     - Date     Condition        Report By
 GH0109  HISTORY     - 1934     MONUMENTED       CGS
 GH0109  HISTORY     - 20010305 GOOD             INDIV
 GH0109  HISTORY     - 20060126 GOOD             OKDOT
 GH0109  HISTORY     - 20160614 GOOD             OKDOT
 GH0109
 GH0109                          STATION DESCRIPTION
 GH0109
 GH0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0109'0.4 MI W FROM AVANT.
 GH0109'0.4 MILE WEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 GH0109'AT AVANT, OSAGE COUNTY, 270 FEET SOUTHWEST OF THE CENTER OF A
 GH0109'DIRT-ROAD CROSSING, AT CONCRETE BRIDGE NO. 177.2 OVER TUCKER
 GH0109'CREEK, IN THE TOP OF A RETAINING WALL OF THE SOUTHWEST CONCRETE
 GH0109'ABUTMENT, AND 9.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 GH0109'TRACK.  A STANDARD DISK, STAMPED R 133 1934.
 GH0109
 GH0109                          STATION RECOVERY (2001)
 GH0109
 GH0109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDB)
 GH0109'RECOVERED AS DESCRIBED. RETAININNG WALL IN GOOD CONDITION. THERE HAS
 GH0109'BEEN DISCUSSION WITH TOWNSPEOPLE THAT THE RAILROAD IS SOON TO BE
 GH0109'ABANDONED. 3,15,2001.
 GH0109
 GH0109                          STATION RECOVERY (2006)
 GH0109
 GH0109'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (MWF)
 GH0109'LATITUDE 36 29 14.99
 GH0109'LONGITUDE 96 04 05.40
 GH0109'TRACKS REMOVED
 GH0109
 GH0109                          STATION RECOVERY (2016)
 GH0109
 GH0109'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0109'MARK RECOVERED IN GOOD CONDITION BY OKDOT.  TRACKS HAVE BEEN REMOVED.
 GH0109'THERE IS AN OPUS SHARED SOLUTION ON THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0274 ***********************************************************************
 GG0274  DESIGNATION -  R 134
 GG0274  PID         -  GG0274
 GG0274  STATE/COUNTY-  OK/CRAIG
 GG0274  COUNTRY     -  US
 GG0274  USGS QUAD   -  ESTELLA (2019)
 GG0274
 GG0274                         *CURRENT SURVEY CONTROL
 GG0274  ______________________________________________________________________
 GG0274* NAD 83(1986) POSITION- 36 41 04.     (N) 095 17 17.     (W)   SCALED
 GG0274* NAVD 88 ORTHO HEIGHT -   234.488 (meters)      769.32  (feet) ADJUSTED
 GG0274  ______________________________________________________________________
 GG0274  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 GG0274  DYNAMIC HEIGHT  -        234.293 (meters)      768.68  (feet) COMP
 GG0274  MODELED GRAVITY -    979,794.6   (mgal)                       NAVD 88
 GG0274
 GG0274  VERT ORDER      -  SECOND    CLASS 0
 GG0274
 GG0274.The horizontal coordinates were scaled from a map and have
 GG0274.an estimated accuracy of +/- 6 seconds.
 GG0274
 GG0274.The orthometric height was determined by differential leveling and
 GG0274.adjusted by the NATIONAL GEODETIC SURVEY
 GG0274.in June 1991.
 GG0274
 GG0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0274.GEOID18 height accuracy estimate available here.
 GG0274
 GG0274.Click photographs - Photos may exist for this station.
 GG0274
 GG0274.The dynamic height is computed by dividing the NAVD 88
 GG0274.geopotential number by the normal gravity value computed on the
 GG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0274.degrees latitude (g = 980.6199 gals.).
 GG0274
 GG0274.The modeled gravity was interpolated from observed gravity values.
 GG0274
 GG0274;                    North         East    Units  Estimated Accuracy
 GG0274;SPC OK N     -   190,280.      842,350.      MT  (+/- 180 meters Scaled)
 GG0274
 GG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA955623(NAD 83)
 GG0274
 GG0274                          SUPERSEDED SURVEY CONTROL
 GG0274
 GG0274  NGVD 29 (??/??/92)  234.366  (m)          768.92   (f) ADJ UNCH    2 0
 GG0274
 GG0274.Superseded values are not recommended for survey control.
 GG0274
 GG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0274.See file dsdata.pdf to determine how the superseded data were derived.
 GG0274
 GG0274_MARKER: DB = BENCH MARK DISK
 GG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0274_STAMPING: R 134 1934
 GG0274_MARK LOGO: CGS
 GG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0274+STABILITY: SURFACE MOTION
 GG0274
 GG0274  HISTORY     - Date     Condition        Report By
 GG0274  HISTORY     - 1934     MONUMENTED       CGS
 GG0274  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0274
 GG0274                          STATION DESCRIPTION
 GG0274
 GG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0274'1.6 MI E FROM ESTELLA.
 GG0274'1.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GG0274'ESTELLA, CRAIG COUNTY, 200 FEET WEST OF A NORTH-AND-SOUTH
 GG0274'DIRT-ROAD CROSSING, 180 FEET NORTHWEST OF THE NORTHWEST CORNER
 GG0274'OF THE PUBLIC SCHOOL, 30 FEET SOUTH OF THE CENTERLINE OF THE
 GG0274'HIGHWAY, 11.3 FEET SOUTH OF THE NORTHWEST CORNER OF A SCHOOLYARD
 GG0274'FENCE, AND 1.3 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 GG0274'R 134 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0274
 GG0274                          STATION RECOVERY (1988)
 GG0274
 GG0274'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0509 ***********************************************************************
 GG0509  DESIGNATION -  R 135
 GG0509  PID         -  GG0509
 GG0509  STATE/COUNTY-  OK/NOWATA
 GG0509  COUNTRY     -  US
 GG0509  USGS QUAD   -  NOWATA EAST (2019)
 GG0509
 GG0509                         *CURRENT SURVEY CONTROL
 GG0509  ______________________________________________________________________
 GG0509* NAD 83(1986) POSITION- 36 41 57.     (N) 095 33 37.     (W)   SCALED
 GG0509* NAVD 88 ORTHO HEIGHT -   198.466 (meters)      651.13  (feet) ADJUSTED
 GG0509  ______________________________________________________________________
 GG0509  GEOID HEIGHT    -        -29.396 (meters)                     GEOID18
 GG0509  DYNAMIC HEIGHT  -        198.301 (meters)      650.59  (feet) COMP
 GG0509  MODELED GRAVITY -    979,798.2   (mgal)                       NAVD 88
 GG0509
 GG0509  VERT ORDER      -  SECOND    CLASS 0
 GG0509
 GG0509.The horizontal coordinates were scaled from a map and have
 GG0509.an estimated accuracy of +/- 6 seconds.
 GG0509
 GG0509.The orthometric height was determined by differential leveling and
 GG0509.adjusted by the NATIONAL GEODETIC SURVEY
 GG0509.in June 1991.
 GG0509
 GG0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0509.GEOID18 height accuracy estimate available here.
 GG0509
 GG0509.Click photographs - Photos may exist for this station.
 GG0509
 GG0509.The dynamic height is computed by dividing the NAVD 88
 GG0509.geopotential number by the normal gravity value computed on the
 GG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0509.degrees latitude (g = 980.6199 gals.).
 GG0509
 GG0509.The modeled gravity was interpolated from observed gravity values.
 GG0509
 GG0509;                    North         East    Units  Estimated Accuracy
 GG0509;SPC OK N     -   191,270.      817,990.      MT  (+/- 180 meters Scaled)
 GG0509
 GG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA712645(NAD 83)
 GG0509
 GG0509                          SUPERSEDED SURVEY CONTROL
 GG0509
 GG0509  NGVD 29 (??/??/92)  198.339  (m)          650.72   (f) ADJ UNCH    2 0
 GG0509
 GG0509.Superseded values are not recommended for survey control.
 GG0509
 GG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0509.See file dsdata.pdf to determine how the superseded data were derived.
 GG0509
 GG0509_MARKER: DB = BENCH MARK DISK
 GG0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0509_SP_SET: BRIDGE
 GG0509_STAMPING: R 135 1934
 GG0509_MARK LOGO: CGS
 GG0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0509
 GG0509  HISTORY     - Date     Condition        Report By
 GG0509  HISTORY     - 1934     MONUMENTED       CGS
 GG0509
 GG0509                          STATION DESCRIPTION
 GG0509
 GG0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0509'4.9 MI E FROM NOWATA.
 GG0509'ABOUT 4.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE MISSOURI
 GG0509'PACIFIC RAILROAD STATION AT NOWATA, NOWATA COUNTY ABOUT 300 FEET
 GG0509'WEST OF THE WEST END OF THE STEEL SPAN TO THE BRIDGE OVER
 GG0509'VERDIGRIS RIVER, AT THE WEST CONCRETE APPROACH, IN THE TOP
 GG0509'OF THE WEST CONCRETE ABUTMENT, 14.4 FEET SOUTH OF THE CENTER
 GG0509'LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 GG0509'A STANDARD DISK, STAMPED R 135 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0510 ***********************************************************************
 GG0510  DESIGNATION -  R 135 RESET
 GG0510  PID         -  GG0510
 GG0510  STATE/COUNTY-  OK/NOWATA
 GG0510  COUNTRY     -  US
 GG0510  USGS QUAD   -  NOWATA EAST (2019)
 GG0510
 GG0510                         *CURRENT SURVEY CONTROL
 GG0510  ______________________________________________________________________
 GG0510* NAD 83(1986) POSITION- 36 41 56.     (N) 095 33 39.     (W)   SCALED
 GG0510* NAVD 88 ORTHO HEIGHT -   201.75  (+/-2cm)      661.9   (feet) VERTCON3
 GG0510  ______________________________________________________________________
 GG0510  GEOID HEIGHT    -        -29.395 (meters)                     GEOID18
 GG0510  VERT ORDER      -  ? (See Below)
 GG0510
 GG0510.The horizontal coordinates were scaled from a map and have
 GG0510.an estimated accuracy of +/- 6 seconds.
 GG0510
 GG0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0510
 GG0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0510.GEOID18 height accuracy estimate available here.
 GG0510
 GG0510.The vertical order pertains to the NGVD 29 superseded value.
 GG0510
 GG0510.Click photographs - Photos may exist for this station.
 GG0510
 GG0510;                    North         East    Units  Estimated Accuracy
 GG0510;SPC OK N     -   191,240.      817,940.      MT  (+/- 180 meters Scaled)
 GG0510
 GG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA712645(NAD 83)
 GG0510
 GG0510                          SUPERSEDED SURVEY CONTROL
 GG0510
 GG0510  NGVD 29 (??/??/92)  201.621  (m)          661.48   (f) ADJ UNCH       
 GG0510
 GG0510.Superseded values are not recommended for survey control.
 GG0510
 GG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0510.See file dsdata.pdf to determine how the superseded data were derived.
 GG0510
 GG0510_MARKER: DB = BENCH MARK DISK
 GG0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0510_SP_SET: BRIDGE
 GG0510_STAMPING: R 135 RESET 1955
 GG0510_MARK LOGO: CGS
 GG0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0510
 GG0510  HISTORY     - Date     Condition        Report By
 GG0510  HISTORY     - 1955     MONUMENTED       OKDH
 GG0510  HISTORY     - 1969     GOOD             CGS
 GG0510  HISTORY     - 1988     GOOD             USPSQD
 GG0510  HISTORY     - 1989     GOOD             USPSQD
 GG0510
 GG0510                          STATION DESCRIPTION
 GG0510
 GG0510'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1955
 GG0510'4.9 MI E FROM NOWATA.
 GG0510'4.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE MISSOURI PACIFIC
 GG0510'RAILROAD STATION AT NOWATA, NOWATA COUNTY, AT THE WEST ABUTMENT
 GG0510'OF THE BRIDGE OVER VERDIGRIS RIVER, IN THE BRIDGE SEAT, 18.9
 GG0510'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST
 GG0510'OF THE FACE OF THE BACKWALL.  A STANDARD DISK, STAMPED R 135
 GG0510'RESET 1955.
 GG0510
 GG0510                          STATION RECOVERY (1969)
 GG0510
 GG0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GG0510'RECOVERED IN GOOD CONDITION.
 GG0510
 GG0510                          STATION RECOVERY (1988)
 GG0510
 GG0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0510'RECOVERED IN GOOD CONDITION.
 GG0510
 GG0510                          STATION RECOVERY (1989)
 GG0510
 GG0510'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0088 ***********************************************************************
 GH0088  DESIGNATION -  R 136
 GH0088  PID         -  GH0088
 GH0088  STATE/COUNTY-  OK/OSAGE
 GH0088  COUNTRY     -  US
 GH0088  USGS QUAD   -  CLEVELAND (2018)
 GH0088
 GH0088                         *CURRENT SURVEY CONTROL
 GH0088  ______________________________________________________________________
 GH0088* NAD 83(1986) POSITION- 36 17 53.     (N) 096 25 09.     (W)   SCALED
 GH0088* NAVD 88 ORTHO HEIGHT -   222.950 (meters)      731.46  (feet) ADJUSTED
 GH0088  ______________________________________________________________________
 GH0088  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 GH0088  DYNAMIC HEIGHT  -        222.758 (meters)      730.83  (feet) COMP
 GH0088  MODELED GRAVITY -    979,766.4   (mgal)                       NAVD 88
 GH0088
 GH0088  VERT ORDER      -  SECOND    CLASS 0
 GH0088
 GH0088.The horizontal coordinates were scaled from a map and have
 GH0088.an estimated accuracy of +/- 6 seconds.
 GH0088
 GH0088.The orthometric height was determined by differential leveling and
 GH0088.adjusted by the NATIONAL GEODETIC SURVEY
 GH0088.in June 1991.
 GH0088
 GH0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0088.GEOID18 height accuracy estimate available here.
 GH0088
 GH0088.Click photographs - Photos may exist for this station.
 GH0088
 GH0088.The dynamic height is computed by dividing the NAVD 88
 GH0088.geopotential number by the normal gravity value computed on the
 GH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0088.degrees latitude (g = 980.6199 gals.).
 GH0088
 GH0088.The modeled gravity was interpolated from observed gravity values.
 GH0088
 GH0088;                    North         East    Units  Estimated Accuracy
 GH0088;SPC OK N     -   145,180.      741,980.      MT  (+/- 180 meters Scaled)
 GH0088
 GH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF317200(NAD 83)
 GH0088
 GH0088                          SUPERSEDED SURVEY CONTROL
 GH0088
 GH0088  NGVD 29 (??/??/92)  222.848  (m)          731.13   (f) ADJ UNCH    2 0
 GH0088
 GH0088.Superseded values are not recommended for survey control.
 GH0088
 GH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0088.See file dsdata.pdf to determine how the superseded data were derived.
 GH0088
 GH0088_MARKER: DB = BENCH MARK DISK
 GH0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0088_STAMPING: R 136 1934
 GH0088_MARK LOGO: CGS
 GH0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0088+STABILITY: SURFACE MOTION
 GH0088
 GH0088  HISTORY     - Date     Condition        Report By
 GH0088  HISTORY     - 1934     MONUMENTED       CGS
 GH0088
 GH0088                          STATION DESCRIPTION
 GH0088
 GH0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0088'0.4 MI N FROM OSAGE.
 GH0088'0.4 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GH0088'THE STATION AT OSAGE, OSAGE COUNTY, 1600 FEET NORTH OF THE
 GH0088'NORTH END OF THE STATION, 450 FEET NORTH OF MILEPOST 245, 940
 GH0088'FEET NORTH OF SEMAPHORES 245.0 AND 245.1, AND 76.4 FEET WEST
 GH0088'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GH0088'R 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0440 ***********************************************************************
 GG0440  DESIGNATION -  R 137
 GG0440  PID         -  GG0440
 GG0440  STATE/COUNTY-  OK/TULSA
 GG0440  COUNTRY     -  US
 GG0440  USGS QUAD   -  BROKEN ARROW (2019)
 GG0440
 GG0440                         *CURRENT SURVEY CONTROL
 GG0440  ______________________________________________________________________
 GG0440* NAD 83(1986) POSITION- 36 03 39.     (N) 095 48 40.     (W)   SCALED
 GG0440* NAVD 88 ORTHO HEIGHT -   221.122 (meters)      725.46  (feet) ADJUSTED
 GG0440  ______________________________________________________________________
 GG0440  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 GG0440  DYNAMIC HEIGHT  -        220.927 (meters)      724.82  (feet) COMP
 GG0440  MODELED GRAVITY -    979,745.7   (mgal)                       NAVD 88
 GG0440
 GG0440  VERT ORDER      -  SECOND    CLASS 0
 GG0440
 GG0440.The horizontal coordinates were scaled from a map and have
 GG0440.an estimated accuracy of +/- 6 seconds.
 GG0440
 GG0440.The orthometric height was determined by differential leveling and
 GG0440.adjusted by the NATIONAL GEODETIC SURVEY
 GG0440.in June 1991.
 GG0440
 GG0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0440.GEOID18 height accuracy estimate available here.
 GG0440
 GG0440.Click photographs - Photos may exist for this station.
 GG0440
 GG0440.The dynamic height is computed by dividing the NAVD 88
 GG0440.geopotential number by the normal gravity value computed on the
 GG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0440.degrees latitude (g = 980.6199 gals.).
 GG0440
 GG0440.The modeled gravity was interpolated from observed gravity values.
 GG0440
 GG0440;                    North         East    Units  Estimated Accuracy
 GG0440;SPC OK N     -   119,930.      797,180.      MT  (+/- 180 meters Scaled)
 GG0440
 GG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV468943(NAD 83)
 GG0440
 GG0440                          SUPERSEDED SURVEY CONTROL
 GG0440
 GG0440  NGVD 29 (??/??/92)  221.002  (m)          725.07   (f) ADJ UNCH    2 0
 GG0440
 GG0440.Superseded values are not recommended for survey control.
 GG0440
 GG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0440.See file dsdata.pdf to determine how the superseded data were derived.
 GG0440
 GG0440_MARKER: DB = BENCH MARK DISK
 GG0440_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0440_STAMPING: R 137 1934
 GG0440_MARK LOGO: CGS
 GG0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0440
 GG0440  HISTORY     - Date     Condition        Report By
 GG0440  HISTORY     - 1934     MONUMENTED       CGS
 GG0440  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0440
 GG0440                          STATION DESCRIPTION
 GG0440
 GG0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0440'1.4 MI NW FROM BROKEN ARROW.
 GG0440'ABOUT 1800 FEET SOUTHEAST OF M.P. 290, 36.6 FEET SOUTHWEST OF
 GG0440'CENTERLINE OF MISSOURI, KANSAS TEXAS, R.R., 35.4 FEET SOUTH
 GG0440'OF CENTERLINE OF EAST-WEST CONCRETE HIGHWAY TO BROKEN ARROW,
 GG0440'3.4 FEET SOUTHEAST OF TELEPHONE POLE.  TABLET SET IN PRECAST
 GG0440'CONCRETE POST.
 GG0440
 GG0440                          STATION RECOVERY (1994)
 GG0440
 GG0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0440'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0513 ***********************************************************************
 FH0513  DESIGNATION -  R 139
 FH0513  PID         -  FH0513
 FH0513  STATE/COUNTY-  OK/WAGONER
 FH0513  COUNTRY     -  US
 FH0513  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0513
 FH0513                         *CURRENT SURVEY CONTROL
 FH0513  ______________________________________________________________________
 FH0513* NAD 83(2011) POSITION- 35 49 02.90005(N) 095 20 25.90559(W)   ADJUSTED
 FH0513* NAD 83(2011) ELLIP HT-   127.247 (meters)        (11/07/23)   ADJUSTED
 FH0513* NAD 83(2011) EPOCH   -  2010.00
 FH0513* NAVD 88 ORTHO HEIGHT -   156.666 (meters)      514.00  (feet) ADJUSTED
 FH0513  ______________________________________________________________________
 FH0513  GEOID HEIGHT    -        -29.399 (meters)                     GEOID18
 FH0513  NAD 83(2011) X  -   -481,940.036 (meters)                     COMP
 FH0513  NAD 83(2011) Y  - -5,155,503.085 (meters)                     COMP
 FH0513  NAD 83(2011) Z  -  3,711,862.356 (meters)                     COMP
 FH0513  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 FH0513  DYNAMIC HEIGHT  -        156.526 (meters)      513.54  (feet) COMP
 FH0513  MODELED GRAVITY -    979,737.3   (mgal)                       NAVD 88
 FH0513
 FH0513  VERT ORDER      -  SECOND    CLASS 0
 FH0513
 FH0513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0513  Standards:
 FH0513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0513  -------------------------------------------------------------------
 FH0513  NETWORK    1.32   2.00           0.58   0.49   1.02     -0.05963823
 FH0513  -------------------------------------------------------------------
 FH0513  Click here for local accuracies and other accuracy information.
 FH0513
 FH0513.The horizontal coordinates were established by GPS observations
 FH0513.and adjusted by the OK DEPT OF TRANSP in November 2023.
 FH0513
 FH0513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0513.been affixed to the stable North American tectonic plate. See 
 FH0513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0513
 FH0513.The horizontal coordinates are valid at the epoch date displayed above
 FH0513.which is a decimal equivalence of Year/Month/Day.
 FH0513
 FH0513.The orthometric height was determined by differential leveling and
 FH0513.adjusted by the NATIONAL GEODETIC SURVEY
 FH0513.in June 1991.
 FH0513
 FH0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0513.GEOID18 height accuracy estimate available here.
 FH0513
 FH0513.Click photographs - Photos may exist for this station.
 FH0513
 FH0513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0513
 FH0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0513
 FH0513.The ellipsoidal height was determined by GPS observations
 FH0513.and is referenced to NAD 83.
 FH0513
 FH0513.The dynamic height is computed by dividing the NAVD 88
 FH0513.geopotential number by the normal gravity value computed on the
 FH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0513.degrees latitude (g = 980.6199 gals.).
 FH0513
 FH0513.The modeled gravity was interpolated from observed gravity values.
 FH0513
 FH0513. The following values were computed from the NAD 83(2011) position.
 FH0513
 FH0513;                    North         East     Units Scale Factor Converg.
 FH0513;SPC OK N     -    93,992.105   840,300.309   MT  0.99996395   +1 34 10.1
 FH0513;SPC OK N     -   308,372.43  2,756,885.26   sFT  0.99996395   +1 34 10.1
 FH0513;UTM  15      - 3,966,232.005   288,549.938   MT  1.00015098   -1 22 12.7
 FH0513
 FH0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0513!SPC OK N     -   0.99998003  x   0.99996395  =   0.99994398
 FH0513!UTM  15      -   0.99998003  x   1.00015098  =   1.00013101
 FH0513
 FH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8854966232(NAD 83)
 FH0513
 FH0513                          SUPERSEDED SURVEY CONTROL
 FH0513
 FH0513  NGVD 29 (??/??/92)  156.557  (m)          513.64   (f) ADJ UNCH    2 0
 FH0513
 FH0513.Superseded values are not recommended for survey control.
 FH0513
 FH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0513.See file dsdata.pdf to determine how the superseded data were derived.
 FH0513
 FH0513_MARKER: DB = BENCH MARK DISK
 FH0513_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0513_STAMPING: R 139 1934
 FH0513_MARK LOGO: CGS
 FH0513_PROJECTION: RECESSED 15 CENTIMETERS
 FH0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0513+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2023
 FH0513
 FH0513  HISTORY     - Date     Condition        Report By
 FH0513  HISTORY     - 1934     MONUMENTED       CGS
 FH0513  HISTORY     - 1960     GOOD             CGS
 FH0513  HISTORY     - 20231016 GOOD             OKDOT
 FH0513
 FH0513                          STATION DESCRIPTION
 FH0513
 FH0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0513'0.6 MI NW FROM WYBARK.
 FH0513'0.6 MILE NORTHWEST OF, ALONG M.K.T. RY, FROM STATION ABOUT 1620
 FH0513'FEET WEST OF M.P. 324, 48 FEET NORTH OF CENTERLINE OF MISSOURI,
 FH0513'KANSAS, TEXAS R.R., 27.8 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 FH0513'DIRT ROAD CROSSING, 15.8 FEET EAST OF NINTH TELEGRAPH POLE
 FH0513'NORTH OF M.P. 324, 3.2 FEET SOUTHWEST OF NORTHEAST CORNER OF
 FH0513'R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0513
 FH0513                          STATION RECOVERY (1960)
 FH0513
 FH0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0513'RECOVERED IN GOOD CONDITION.
 FH0513
 FH0513                          STATION RECOVERY (2023)
 FH0513
 FH0513'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0688 ***********************************************************************
 GK0688  DESIGNATION -  R 14
 GK0688  PID         -  GK0688
 GK0688  STATE/COUNTY-  OK/TEXAS
 GK0688  COUNTRY     -  US
 GK0688  USGS QUAD   -  GOODWELL NE (2018)
 GK0688
 GK0688                         *CURRENT SURVEY CONTROL
 GK0688  ______________________________________________________________________
 GK0688* NAD 83(1986) POSITION- 36 39 05.     (N) 101 31 42.     (W)   SCALED
 GK0688* NAVD 88 ORTHO HEIGHT -   961.730 (meters)     3155.28  (feet) ADJUSTED
 GK0688  ______________________________________________________________________
 GK0688  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 GK0688  DYNAMIC HEIGHT  -        960.727 (meters)     3151.99  (feet) COMP
 GK0688  MODELED GRAVITY -    979,557.0   (mgal)                       NAVD 88
 GK0688
 GK0688  VERT ORDER      -  FIRST     CLASS II
 GK0688
 GK0688.The horizontal coordinates were scaled from a map and have
 GK0688.an estimated accuracy of +/- 6 seconds.
 GK0688
 GK0688.The orthometric height was determined by differential leveling and
 GK0688.adjusted by the NATIONAL GEODETIC SURVEY
 GK0688.in June 1991.
 GK0688
 GK0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0688.GEOID18 height accuracy estimate available here.
 GK0688
 GK0688.Click photographs - Photos may exist for this station.
 GK0688
 GK0688.The dynamic height is computed by dividing the NAVD 88
 GK0688.geopotential number by the normal gravity value computed on the
 GK0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0688.degrees latitude (g = 980.6199 gals.).
 GK0688
 GK0688.The modeled gravity was interpolated from observed gravity values.
 GK0688
 GK0688;                    North         East    Units  Estimated Accuracy
 GK0688;SPC OK N     -   188,960.      284,590.      MT  (+/- 180 meters Scaled)
 GK0688
 GK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF739591(NAD 83)
 GK0688
 GK0688                          SUPERSEDED SURVEY CONTROL
 GK0688
 GK0688  NGVD 29 (??/??/92)  961.282  (m)         3153.81   (f) ADJ UNCH    1 2
 GK0688
 GK0688.Superseded values are not recommended for survey control.
 GK0688
 GK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0688.See file dsdata.pdf to determine how the superseded data were derived.
 GK0688
 GK0688_MARKER: DB = BENCH MARK DISK
 GK0688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0688_SP_SET: CULVERT HEADWALL
 GK0688_STAMPING: R 14 1933
 GK0688_MARK LOGO: CGS
 GK0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0688+STABILITY: SURFACE MOTION
 GK0688
 GK0688  HISTORY     - Date     Condition        Report By
 GK0688  HISTORY     - 1933     MONUMENTED       CGS
 GK0688
 GK0688                          STATION DESCRIPTION
 GK0688
 GK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0688'3.5 MI SW FROM GUYMON.
 GK0688'3.5 MILES SOUTHWEST OF GUYMON DEPOT ALONG THE ROCK ISLAND RAILROAD. AT
 GK0688'ROAD CROSSING 3 POLES SOUTH WEST OF MILE POLE NO. 477. SET IN CONCRETE
 GK0688'HEADWALL OF 6 FOOT SIDE ROAD BOX CULVERT.  ON THE NORTH WEST END OF
 GK0688'THE NORTH EAST HEADWALL.  54 FEET SOUTH EAST OF THE CENTERLINE OF THE
 GK0688'TRACKS AND 18 FEET NORTH EAST OF THE CENTERLINE OF THE SIDE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0617 ***********************************************************************
 FH0617  DESIGNATION -  R 140
 FH0617  PID         -  FH0617
 FH0617  STATE/COUNTY-  OK/HASKELL
 FH0617  COUNTRY     -  US
 FH0617  USGS QUAD   -  STIGLER WEST (2018)
 FH0617
 FH0617                         *CURRENT SURVEY CONTROL
 FH0617  ______________________________________________________________________
 FH0617* NAD 83(1986) POSITION- 35 15 05.     (N) 095 07 36.     (W)   SCALED
 FH0617* NAVD 88 ORTHO HEIGHT -   174.437 (meters)      572.30  (feet) ADJUSTED
 FH0617  ______________________________________________________________________
 FH0617  GEOID HEIGHT    -        -30.627 (meters)                     GEOID18
 FH0617  DYNAMIC HEIGHT  -        174.269 (meters)      571.75  (feet) COMP
 FH0617  MODELED GRAVITY -    979,664.4   (mgal)                       NAVD 88
 FH0617
 FH0617  VERT ORDER      -  SECOND    CLASS 0
 FH0617
 FH0617.The horizontal coordinates were scaled from a map and have
 FH0617.an estimated accuracy of +/- 6 seconds.
 FH0617
 FH0617.The orthometric height was determined by differential leveling and
 FH0617.adjusted by the NATIONAL GEODETIC SURVEY
 FH0617.in June 1991.
 FH0617
 FH0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0617.GEOID18 height accuracy estimate available here.
 FH0617
 FH0617.Click photographs - Photos may exist for this station.
 FH0617
 FH0617.The dynamic height is computed by dividing the NAVD 88
 FH0617.geopotential number by the normal gravity value computed on the
 FH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0617.degrees latitude (g = 980.6199 gals.).
 FH0617
 FH0617.The modeled gravity was interpolated from observed gravity values.
 FH0617
 FH0617;                    North         East    Units  Estimated Accuracy
 FH0617;SPC OK S     -   216,490.      861,460.      MT  (+/- 180 meters Scaled)
 FH0617
 FH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV065029(NAD 83)
 FH0617
 FH0617                          SUPERSEDED SURVEY CONTROL
 FH0617
 FH0617  NGVD 29 (??/??/92)  174.329  (m)          571.94   (f) ADJ UNCH    2 0
 FH0617
 FH0617.Superseded values are not recommended for survey control.
 FH0617
 FH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0617.See file dsdata.pdf to determine how the superseded data were derived.
 FH0617
 FH0617_MARKER: DB = BENCH MARK DISK
 FH0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0617_SP_SET: BUILDING
 FH0617_STAMPING: R 140 1934
 FH0617_MARK LOGO: CGS
 FH0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0617
 FH0617  HISTORY     - Date     Condition        Report By
 FH0617  HISTORY     - 1934     MONUMENTED       CGS
 FH0617  HISTORY     - 1959     GOOD             CGS
 FH0617
 FH0617                          STATION DESCRIPTION
 FH0617
 FH0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0617'AT STIGLER, HASKELL COUNTY, AT THE MIDLAND VALLEY RAILROAD
 FH0617'STATION, IN THE FACE OF THE SOUTH BRICK WALL, 4.1 FEET WEST OF
 FH0617'THE SOUTHEAST CORNER OF THE BUILDING, 26.8 FEET NORTH OF THE
 FH0617'CENTERLINE OF THE MAIN TRACK, AND 4.5 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0499 ***********************************************************************
 FJ0499  DESIGNATION -  R 141
 FJ0499  PID         -  FJ0499
 FJ0499  STATE/COUNTY-  OK/MCCLAIN
 FJ0499  COUNTRY     -  US
 FJ0499  USGS QUAD   -  COLE (2018)
 FJ0499
 FJ0499                         *CURRENT SURVEY CONTROL
 FJ0499  ______________________________________________________________________
 FJ0499* NAD 83(1986) POSITION- 35 06 56.     (N) 097 36 07.     (W)   SCALED
 FJ0499* NAVD 88 ORTHO HEIGHT -   346.404 (meters)     1136.49  (feet) ADJUSTED
 FJ0499  ______________________________________________________________________
 FJ0499  GEOID HEIGHT    -        -26.378 (meters)                     GEOID18
 FJ0499  DYNAMIC HEIGHT  -        346.063 (meters)     1135.38  (feet) COMP
 FJ0499  MODELED GRAVITY -    979,638.3   (mgal)                       NAVD 88
 FJ0499
 FJ0499  VERT ORDER      -  SECOND    CLASS 0
 FJ0499
 FJ0499.The horizontal coordinates were scaled from a map and have
 FJ0499.an estimated accuracy of +/- 6 seconds.
 FJ0499
 FJ0499.The orthometric height was determined by differential leveling and
 FJ0499.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0499.in June 1991.
 FJ0499
 FJ0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0499.GEOID18 height accuracy estimate available here.
 FJ0499
 FJ0499.Click photographs - Photos may exist for this station.
 FJ0499
 FJ0499.The dynamic height is computed by dividing the NAVD 88
 FJ0499.geopotential number by the normal gravity value computed on the
 FJ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0499.degrees latitude (g = 980.6199 gals.).
 FJ0499
 FJ0499.The modeled gravity was interpolated from observed gravity values.
 FJ0499
 FJ0499;                    North         East    Units  Estimated Accuracy
 FJ0499;SPC OK S     -   197,770.      636,290.      MT  (+/- 180 meters Scaled)
 FJ0499
 FJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD273867(NAD 83)
 FJ0499
 FJ0499                          SUPERSEDED SURVEY CONTROL
 FJ0499
 FJ0499  NGVD 29 (??/??/92)  346.293  (m)         1136.13   (f) ADJ UNCH    2 0
 FJ0499
 FJ0499.Superseded values are not recommended for survey control.
 FJ0499
 FJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0499.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0499
 FJ0499_MARKER: DB = BENCH MARK DISK
 FJ0499_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0499_STAMPING: R 141 1934
 FJ0499_MARK LOGO: CGS
 FJ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0499
 FJ0499  HISTORY     - Date     Condition        Report By
 FJ0499  HISTORY     - 1934     MONUMENTED       CGS
 FJ0499  HISTORY     - 1963     MARK NOT FOUND   USGS
 FJ0499
 FJ0499                          STATION DESCRIPTION
 FJ0499
 FJ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0499'5 MI E FROM BLANCHARD.
 FJ0499'ALONG A.T. AND S.F. RY, FROM STATION.  ABOUT 0.2 MILE WEST OF
 FJ0499'MILEPOST 104, ABOUT 0.1 MILE WEST OF RAILROAD CROSSING, ABOUT
 FJ0499'170 FEET EAST OF BIG COTTON-WOOD TREE, 32.5 FEET SOUTH OF
 FJ0499'CENTERLINE OF ATCHINSON TOPEKA AND SANTA FE RY. 17.6 FEET NORTH
 FJ0499'OF FENCE PARALLELING RAILROAD, 2.7 FEET WEST OF TELEPHONE POLE.
 FJ0499'TABLET SET IN PRECAST CONCRETE POST.
 FJ0499
 FJ0499                          STATION RECOVERY (1963)
 FJ0499
 FJ0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FJ0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0386 ***********************************************************************
 EL0386  DESIGNATION -  R 142
 EL0386  PID         -  EL0386
 EL0386  STATE/COUNTY-  OK/MCCLAIN
 EL0386  COUNTRY     -  US
 EL0386  USGS QUAD   -  WAYNE (2018)
 EL0386
 EL0386                         *CURRENT SURVEY CONTROL
 EL0386  ______________________________________________________________________
 EL0386* NAD 83(1986) POSITION- 34 59 09.     (N) 097 21 31.     (W)   SCALED
 EL0386* NAVD 88 ORTHO HEIGHT -   311.316 (meters)     1021.38  (feet) ADJUSTED
 EL0386  ______________________________________________________________________
 EL0386  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 EL0386  DYNAMIC HEIGHT  -        311.013 (meters)     1020.38  (feet) COMP
 EL0386  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 EL0386
 EL0386  VERT ORDER      -  SECOND    CLASS 0
 EL0386
 EL0386.The horizontal coordinates were scaled from a map and have
 EL0386.an estimated accuracy of +/- 6 seconds.
 EL0386
 EL0386.The orthometric height was determined by differential leveling and
 EL0386.adjusted by the NATIONAL GEODETIC SURVEY
 EL0386.in June 1991.
 EL0386
 EL0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0386.GEOID18 height accuracy estimate available here.
 EL0386
 EL0386.Click photographs - Photos may exist for this station.
 EL0386
 EL0386.The dynamic height is computed by dividing the NAVD 88
 EL0386.geopotential number by the normal gravity value computed on the
 EL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0386.degrees latitude (g = 980.6199 gals.).
 EL0386
 EL0386.The modeled gravity was interpolated from observed gravity values.
 EL0386
 EL0386;                    North         East    Units  Estimated Accuracy
 EL0386;SPC OK S     -   183,490.      658,560.      MT  (+/- 180 meters Scaled)
 EL0386
 EL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD498727(NAD 83)
 EL0386
 EL0386                          SUPERSEDED SURVEY CONTROL
 EL0386
 EL0386  NGVD 29 (??/??/92)  311.217  (m)         1021.05   (f) ADJ UNCH    2 0
 EL0386
 EL0386.Superseded values are not recommended for survey control.
 EL0386
 EL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0386.See file dsdata.pdf to determine how the superseded data were derived.
 EL0386
 EL0386_MARKER: DB = BENCH MARK DISK
 EL0386_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0386_STAMPING: R 142 1934
 EL0386_MARK LOGO: CGS
 EL0386_PROJECTION: FLUSH
 EL0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0386+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 EL0386
 EL0386  HISTORY     - Date     Condition        Report By
 EL0386  HISTORY     - 1934     MONUMENTED       CGS
 EL0386  HISTORY     - 19970429 GOOD             NGS
 EL0386
 EL0386                          STATION DESCRIPTION
 EL0386
 EL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0386'1.8 MI S FROM PURCELL.
 EL0386'1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EL0386'FROM THE STATION AT PURCELL, 0.2 MILE SOUTH OF MILEPOST 516,
 EL0386'0.2 MILE NORTH OF A TRESTLE, 76.8 FEET EAST OF THE CENTERLINE OF THE
 EL0386'TRACK, 32.9 FEET EAST OF A POLE, 2.4 FEET SOUTH OF AN EAST-AND-WEST
 EL0386'FENCE, AND 1.7 FEET EAST OF A FENCE PARALLELING THE TRACK.  A
 EL0386'STANDARD DISK, STAMPED R 142 1934 AND SET IN THE TOP OF A CONCRETE
 EL0386'POST.
 EL0386
 EL0386                          STATION RECOVERY (1997)
 EL0386
 EL0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 EL0386'2.9 KM (1.80 MI) SOUTHERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 EL0386'THE JUNCTION OF MAIN STREET IN PURCELL, 23.5 M (77.1 FT) EAST OF THE
 EL0386'NEAR RAIL, 3.0 M (9.8 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 EL0386'EAST OF A T-FENCE CORNER, 0.2 M (0.7 FT) SOUTH OF A FENCE, AND THE
 EL0386'MOUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0517 ***********************************************************************
 FJ0517  DESIGNATION -  R 143
 FJ0517  PID         -  FJ0517
 FJ0517  STATE/COUNTY-  OK/OKLAHOMA
 FJ0517  COUNTRY     -  US
 FJ0517  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0517
 FJ0517                         *CURRENT SURVEY CONTROL
 FJ0517  ______________________________________________________________________
 FJ0517* NAD 83(1986) POSITION- 35 29 35.     (N) 097 30 44.     (W)   SCALED
 FJ0517* NAVD 88 ORTHO HEIGHT -   366.093 (meters)     1201.09  (feet) ADJUSTED
 FJ0517  ______________________________________________________________________
 FJ0517  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 FJ0517  DYNAMIC HEIGHT  -        365.744 (meters)     1199.95  (feet) COMP
 FJ0517  MODELED GRAVITY -    979,670.7   (mgal)                       NAVD 88
 FJ0517
 FJ0517  VERT ORDER      -  SECOND    CLASS 0
 FJ0517
 FJ0517.The horizontal coordinates were scaled from a map and have
 FJ0517.an estimated accuracy of +/- 6 seconds.
 FJ0517
 FJ0517.The orthometric height was determined by differential leveling and
 FJ0517.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0517.in August 1994.
 FJ0517
 FJ0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0517.GEOID18 height accuracy estimate available here.
 FJ0517
 FJ0517.Click photographs - Photos may exist for this station.
 FJ0517
 FJ0517.The dynamic height is computed by dividing the NAVD 88
 FJ0517.geopotential number by the normal gravity value computed on the
 FJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0517.degrees latitude (g = 980.6199 gals.).
 FJ0517
 FJ0517.The modeled gravity was interpolated from observed gravity values.
 FJ0517
 FJ0517;                    North         East    Units  Estimated Accuracy
 FJ0517;SPC OK N     -    54,820.      644,260.      MT  (+/- 180 meters Scaled)
 FJ0517
 FJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE349287(NAD 83)
 FJ0517
 FJ0517                          SUPERSEDED SURVEY CONTROL
 FJ0517
 FJ0517  NAVD 88 (06/15/91)  366.165  (m)         1201.33   (f) SUPERSEDED  2 0
 FJ0517  NGVD 29 (??/??/92)  366.030  (m)         1200.88   (f) ADJ UNCH    2 0
 FJ0517
 FJ0517.Superseded values are not recommended for survey control.
 FJ0517
 FJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0517.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0517
 FJ0517_MARKER: DB = BENCH MARK DISK
 FJ0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0517_SP_SET: BRIDGE
 FJ0517_STAMPING: R 143 1934
 FJ0517_MARK LOGO: CGS
 FJ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0517
 FJ0517  HISTORY     - Date     Condition        Report By
 FJ0517  HISTORY     - 1934     MONUMENTED       CGS
 FJ0517  HISTORY     - 1984     GOOD             NGS
 FJ0517  HISTORY     - 20230307 MARK NOT FOUND   OKDOT
 FJ0517
 FJ0517                          STATION DESCRIPTION
 FJ0517
 FJ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0517'2.1 MI N FROM OKLAHOMA CITY.
 FJ0517'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0517'FROM THE STATION AT OKLAHOMA CITY, 0.1 MILE SOUTH OF MILEPOST
 FJ0517'382, AT CONCRETE BRIDGE 382 A OVER U.S. HIGHWAY 77, IN THE TOP
 FJ0517'OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, 0.6 FOOT NORTHEAST
 FJ0517'OF THE BEGINNING OF THE SLOPE OF THE ABUTMENT, 0.5 FOOT SOUTHWEST
 FJ0517'OF THE SOUTHEAST END OF THE SOUTHWEST BANISTER, AND 10.6 FEET
 FJ0517'SOUTHWEST OF THE SOUTHWEST TRACK.  A STANDARD DISK, STAMPED R
 FJ0517'143 1934.
 FJ0517
 FJ0517                          STATION RECOVERY (1984)
 FJ0517
 FJ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0517'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO ON THIS SURVEY.
 FJ0517
 FJ0517                          STATION RECOVERY (2023)
 FJ0517
 FJ0517'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0297 ***********************************************************************
 FJ0297  DESIGNATION -  R 144
 FJ0297  PID         -  FJ0297
 FJ0297  STATE/COUNTY-  OK/LOGAN
 FJ0297  COUNTRY     -  US
 FJ0297  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0297
 FJ0297                         *CURRENT SURVEY CONTROL
 FJ0297  ______________________________________________________________________
 FJ0297* NAD 83(1986) POSITION- 35 58 10.     (N) 097 25 36.     (W)   SCALED
 FJ0297* NAVD 88 ORTHO HEIGHT -   285.274 (meters)      935.94  (feet) ADJUSTED
 FJ0297  ______________________________________________________________________
 FJ0297  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 FJ0297  DYNAMIC HEIGHT  -        285.013 (meters)      935.08  (feet) COMP
 FJ0297  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 FJ0297
 FJ0297  VERT ORDER      -  SECOND    CLASS 0
 FJ0297
 FJ0297.The horizontal coordinates were scaled from a map and have
 FJ0297.an estimated accuracy of +/- 6 seconds.
 FJ0297
 FJ0297.The orthometric height was determined by differential leveling and
 FJ0297.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0297.in June 1991.
 FJ0297
 FJ0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0297.GEOID18 height accuracy estimate available here.
 FJ0297
 FJ0297.Click photographs - Photos may exist for this station.
 FJ0297
 FJ0297.The dynamic height is computed by dividing the NAVD 88
 FJ0297.geopotential number by the normal gravity value computed on the
 FJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0297.degrees latitude (g = 980.6199 gals.).
 FJ0297
 FJ0297.The modeled gravity was interpolated from observed gravity values.
 FJ0297
 FJ0297;                    North         East    Units  Estimated Accuracy
 FJ0297;SPC OK N     -   107,720.      651,710.      MT  (+/- 180 meters Scaled)
 FJ0297
 FJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE418817(NAD 83)
 FJ0297
 FJ0297                          SUPERSEDED SURVEY CONTROL
 FJ0297
 FJ0297  NGVD 29 (??/??/92)  285.147  (m)          935.52   (f) ADJ UNCH    2 0
 FJ0297
 FJ0297.Superseded values are not recommended for survey control.
 FJ0297
 FJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0297.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0297
 FJ0297_MARKER: DB = BENCH MARK DISK
 FJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0297_STAMPING: R 144 1934
 FJ0297_MARK LOGO: CGS
 FJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0297+STABILITY: SURFACE MOTION
 FJ0297
 FJ0297  HISTORY     - Date     Condition        Report By
 FJ0297  HISTORY     - 1934     MONUMENTED       CGS
 FJ0297
 FJ0297                          STATION DESCRIPTION
 FJ0297
 FJ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0297'6.7 MI N FROM GUTHRIE.
 FJ0297'6.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0297'FROM THE STATION AT GUTHRIE, 97.7 FEET NORTHWEST OF MILEPOST
 FJ0297'346, 0.1 MILE SOUTHEAST OF A ROAD CROSSING, 48.6 FEET NORTHEAST
 FJ0297'OF THE CENTERLINE OF THE TRACK, 2.5 FEET WEST OF A FENCE CORNER,
 FJ0297'AND 1 FOOT SOUTHWEST OF A FENCE PARALLELING THE TRACK.  A
 FJ0297'STANDARD DISK, STAMPED R 144 1934 AND SET IN THE TOP OF A CONCRETE
 FJ0297'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0308 ***********************************************************************
 FJ0308  DESIGNATION -  R 145
 FJ0308  PID         -  FJ0308
 FJ0308  STATE/COUNTY-  OK/LOGAN
 FJ0308  COUNTRY     -  US
 FJ0308  USGS QUAD   -  COYLE (2018)
 FJ0308
 FJ0308                         *CURRENT SURVEY CONTROL
 FJ0308  ______________________________________________________________________
 FJ0308* NAD 83(1986) POSITION- 35 57 20.     (N) 097 13 45.     (W)   SCALED
 FJ0308* NAVD 88 ORTHO HEIGHT -   265.541 (meters)      871.20  (feet) ADJUSTED
 FJ0308  ______________________________________________________________________
 FJ0308  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FJ0308  DYNAMIC HEIGHT  -        265.299 (meters)      870.40  (feet) COMP
 FJ0308  MODELED GRAVITY -    979,715.7   (mgal)                       NAVD 88
 FJ0308
 FJ0308  VERT ORDER      -  SECOND    CLASS 0
 FJ0308
 FJ0308.The horizontal coordinates were scaled from a map and have
 FJ0308.an estimated accuracy of +/- 6 seconds.
 FJ0308
 FJ0308.The orthometric height was determined by differential leveling and
 FJ0308.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0308.in June 1991.
 FJ0308
 FJ0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0308.GEOID18 height accuracy estimate available here.
 FJ0308
 FJ0308.Click photographs - Photos may exist for this station.
 FJ0308
 FJ0308.The dynamic height is computed by dividing the NAVD 88
 FJ0308.geopotential number by the normal gravity value computed on the
 FJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0308.degrees latitude (g = 980.6199 gals.).
 FJ0308
 FJ0308.The modeled gravity was interpolated from observed gravity values.
 FJ0308
 FJ0308;                    North         East    Units  Estimated Accuracy
 FJ0308;SPC OK N     -   106,300.      669,540.      MT  (+/- 180 meters Scaled)
 FJ0308
 FJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE596804(NAD 83)
 FJ0308
 FJ0308                          SUPERSEDED SURVEY CONTROL
 FJ0308
 FJ0308  NGVD 29 (??/??/92)  265.423  (m)          870.81   (f) ADJ UNCH    2 0
 FJ0308
 FJ0308.Superseded values are not recommended for survey control.
 FJ0308
 FJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0308.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0308
 FJ0308_MARKER: DB = BENCH MARK DISK
 FJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0308_STAMPING: R 145 1934
 FJ0308_MARK LOGO: CGS
 FJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0308+STABILITY: SURFACE MOTION
 FJ0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0308+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 FJ0308
 FJ0308  HISTORY     - Date     Condition        Report By
 FJ0308  HISTORY     - 1934     MONUMENTED       CGS
 FJ0308  HISTORY     - 1969     GOOD             CGS
 FJ0308  HISTORY     - 20161122 GOOD             OKDOT
 FJ0308
 FJ0308                          STATION DESCRIPTION
 FJ0308
 FJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0308'AT COYLE.
 FJ0308'AT COYLE, LOGAN COUNTY, ON THE ABANDONED ATCHISON, TOPEKA AND
 FJ0308'SANTA FE RAILWAY, 0.3 MILE EAST OF THE STATION, 82 FEET SOUTHEAST
 FJ0308'OF THE CENTER OF A COUNTY-ROAD CROSSING, 48 FEET SOUTH OF THE
 FJ0308'CENTERLINE OF THE OLD ROADBED, 38 FEET EAST OF THE CENTERLINE
 FJ0308'OF THE ROAD, 8.7 FEET EAST OF A FENCE CORNER, AND 2.1 FEET NORTH
 FJ0308'OF THE FENCE PARALLELING THE ROADBED.  A STANDARD DISK, STAMPED
 FJ0308'R 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0308
 FJ0308                          STATION RECOVERY (1969)
 FJ0308
 FJ0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0308'RECOVERED IN GOOD CONDITION.
 FJ0308
 FJ0308                          STATION RECOVERY (2016)
 FJ0308
 FJ0308'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (AJG)
 FJ0308'A SMALL TO MODERATE AMOUNT OF TREES AND FOLIAGE ARE IN THE AREA,
 FJ0308'MAKING IT SLIGHTLY DIFFICULT TO HOLD FOR GOOD SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0392 ***********************************************************************
 FJ0392  DESIGNATION -  R 147
 FJ0392  PID         -  FJ0392
 FJ0392  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0392  COUNTRY     -  US
 FJ0392  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0392
 FJ0392                         *CURRENT SURVEY CONTROL
 FJ0392  ______________________________________________________________________
 FJ0392* NAD 83(1986) POSITION- 35 22 26.     (N) 097 02 41.     (W)   SCALED
 FJ0392* NAVD 88 ORTHO HEIGHT -   314.208 (meters)     1030.86  (feet) ADJUSTED
 FJ0392  ______________________________________________________________________
 FJ0392  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 FJ0392  DYNAMIC HEIGHT  -        313.909 (meters)     1029.88  (feet) COMP
 FJ0392  MODELED GRAVITY -    979,674.5   (mgal)                       NAVD 88
 FJ0392
 FJ0392  VERT ORDER      -  SECOND    CLASS 0
 FJ0392
 FJ0392.The horizontal coordinates were scaled from a map and have
 FJ0392.an estimated accuracy of +/- 6 seconds.
 FJ0392
 FJ0392.The orthometric height was determined by differential leveling and
 FJ0392.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0392.in August 1994.
 FJ0392
 FJ0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0392.GEOID18 height accuracy estimate available here.
 FJ0392
 FJ0392.Click photographs - Photos may exist for this station.
 FJ0392
 FJ0392.The dynamic height is computed by dividing the NAVD 88
 FJ0392.geopotential number by the normal gravity value computed on the
 FJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0392.degrees latitude (g = 980.6199 gals.).
 FJ0392
 FJ0392.The modeled gravity was interpolated from observed gravity values.
 FJ0392
 FJ0392;                    North         East    Units  Estimated Accuracy
 FJ0392;SPC OK S     -   226,770.      686,810.      MT  (+/- 180 meters Scaled)
 FJ0392
 FJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE776162(NAD 83)
 FJ0392
 FJ0392                          SUPERSEDED SURVEY CONTROL
 FJ0392
 FJ0392  NAVD 88 (06/15/91)  314.225  (m)         1030.92   (f) SUPERSEDED  2 0
 FJ0392  NGVD 29 (??/??/92)  314.129  (m)         1030.60   (f) ADJ UNCH    2 0
 FJ0392
 FJ0392.Superseded values are not recommended for survey control.
 FJ0392
 FJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0392.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0392
 FJ0392_MARKER: DB = BENCH MARK DISK
 FJ0392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0392_STAMPING: R 147 1934
 FJ0392_MARK LOGO: CGS
 FJ0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0392
 FJ0392  HISTORY     - Date     Condition        Report By
 FJ0392  HISTORY     - 1934     MONUMENTED       CGS
 FJ0392  HISTORY     - 1954     MARK NOT FOUND   CGS
 FJ0392
 FJ0392                          STATION DESCRIPTION
 FJ0392
 FJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FJ0392'7.9 MI E FROM NEWALLA.
 FJ0392'IN POTTAWATOMIE COUNTY, 7.9 MILES EAST ALONG THE OKLAHOMA
 FJ0392'CITY-ADA-ATOKA RAILWAY FROM THE STATION AT NEWALLA, OKLAHOMA
 FJ0392'COUNTY, 7.9 MILES NORTHWEST OF THE STATION AT SHAWNEE, 0.4
 FJ0392'MILE NORTHWEST OF MILEPOST 29, 125 FEET SOUTHEAST OF A WHISTLE
 FJ0392'SIGN, 80 FEET NORTH OF THE CENTER OF A FARM-ROAD CROSSING, 46.9
 FJ0392'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 10.2 FEET NORTHEAST
 FJ0392'OF A POLE, 2.3 FEET WEST OF THE NORTHWEST END OF A GATE, AND
 FJ0392'1.6 FEET SOUTHWEST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 FJ0392'DISK, STAMPED R 147 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0392'NOTE-- A SQUARE PIECE OF CONCRETE (SIMILAR TO BASE OF POST) WAS
 FJ0392'FOUND ON RAILROAD BALLAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0115 ***********************************************************************
 FJ0115  DESIGNATION -  R 149
 FJ0115  PID         -  FJ0115
 FJ0115  STATE/COUNTY-  OK/SEMINOLE
 FJ0115  COUNTRY     -  US
 FJ0115  USGS QUAD   -  WEWOKA WEST (2018)
 FJ0115
 FJ0115                         *CURRENT SURVEY CONTROL
 FJ0115  ______________________________________________________________________
 FJ0115* NAD 83(1986) POSITION- 35 10 09.     (N) 096 30 46.     (W)   SCALED
 FJ0115* NAVD 88 ORTHO HEIGHT -   241.998 (meters)      793.96  (feet) ADJUSTED
 FJ0115  ______________________________________________________________________
 FJ0115  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 FJ0115  DYNAMIC HEIGHT  -        241.764 (meters)      793.19  (feet) COMP
 FJ0115  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 FJ0115
 FJ0115  VERT ORDER      -  SECOND    CLASS 0
 FJ0115
 FJ0115.The horizontal coordinates were scaled from a map and have
 FJ0115.an estimated accuracy of +/- 6 seconds.
 FJ0115
 FJ0115.The orthometric height was determined by differential leveling and
 FJ0115.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0115.in June 1991.
 FJ0115
 FJ0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0115.GEOID18 height accuracy estimate available here.
 FJ0115
 FJ0115.Click photographs - Photos may exist for this station.
 FJ0115
 FJ0115.The dynamic height is computed by dividing the NAVD 88
 FJ0115.geopotential number by the normal gravity value computed on the
 FJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0115.degrees latitude (g = 980.6199 gals.).
 FJ0115
 FJ0115.The modeled gravity was interpolated from observed gravity values.
 FJ0115
 FJ0115;                    North         East    Units  Estimated Accuracy
 FJ0115;SPC OK S     -   204,640.      735,480.      MT  (+/- 180 meters Scaled)
 FJ0115
 FJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD265946(NAD 83)
 FJ0115
 FJ0115                          SUPERSEDED SURVEY CONTROL
 FJ0115
 FJ0115  NGVD 29 (??/??/92)  241.895  (m)          793.62   (f) ADJ UNCH    2 0
 FJ0115
 FJ0115.Superseded values are not recommended for survey control.
 FJ0115
 FJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0115.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0115
 FJ0115_MARKER: DB = BENCH MARK DISK
 FJ0115_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0115_STAMPING: R 149 1934
 FJ0115_MARK LOGO: CGS
 FJ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0115
 FJ0115  HISTORY     - Date     Condition        Report By
 FJ0115  HISTORY     - 1934     MONUMENTED       CGS
 FJ0115  HISTORY     - 20150129 MARK NOT FOUND   CTA
 FJ0115
 FJ0115                          STATION DESCRIPTION
 FJ0115
 FJ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0115'1.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FJ0115'FROM THE STATION AT WEWOKA, SEMINOLE COUNTY, 54.9 FEET SOUTHEAST
 FJ0115'OF MILEPOST 420, 51.6 FEET SOUTH OF THE SOUTH CORNER OF BRIDGE
 FJ0115'419.9, 42.8 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 13.1
 FJ0115'FEET SOUTHEAST OF THE NORTHWEST CORNER GATEPOST, 9.1 FEET
 FJ0115'NORTHWEST OF A SOUTHWESTERN BELL TELEPHONE CO. MARKER, AND 1.1
 FJ0115'FEET NORTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD
 FJ0115'DISK, STAMPED R 149 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0115
 FJ0115                          STATION RECOVERY (2015)
 FJ0115
 FJ0115'RECOVERY NOTE BY CRAFTON, TULL AND ASSOCIATES INC 2015 (DW)
 FJ0115'RAILROAD ABANDONED, BRIDGE RECONSTRUCTED AFTER INITIAL PLACEMENT, MILE
 FJ0115'MARKER MISSING, TELEPHONE MARKER DESTROYED, FENCES NEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0081 ***********************************************************************
 EL0081  DESIGNATION -  R 15
 EL0081  PID         -  EL0081
 EL0081  STATE/COUNTY-  OK/ATOKA
 EL0081  COUNTRY     -  US
 EL0081  USGS QUAD   -  TUSHKA (2019)
 EL0081
 EL0081                         *CURRENT SURVEY CONTROL
 EL0081  ______________________________________________________________________
 EL0081* NAD 83(1986) POSITION- 34 16 49.     (N) 096 11 29.     (W)   SCALED
 EL0081* NAVD 88 ORTHO HEIGHT -   165.536 (meters)      543.10  (feet) ADJUSTED
 EL0081  ______________________________________________________________________
 EL0081  GEOID HEIGHT    -        -27.455 (meters)                     GEOID18
 EL0081  DYNAMIC HEIGHT  -        165.369 (meters)      542.55  (feet) COMP
 EL0081  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 EL0081
 EL0081  VERT ORDER      -  FIRST     CLASS II
 EL0081
 EL0081.The horizontal coordinates were scaled from a map and have
 EL0081.an estimated accuracy of +/- 6 seconds.
 EL0081
 EL0081.The orthometric height was determined by differential leveling and
 EL0081.adjusted by the NATIONAL GEODETIC SURVEY
 EL0081.in June 1991.
 EL0081
 EL0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0081.GEOID18 height accuracy estimate available here.
 EL0081
 EL0081.Click photographs - Photos may exist for this station.
 EL0081
 EL0081.The dynamic height is computed by dividing the NAVD 88
 EL0081.geopotential number by the normal gravity value computed on the
 EL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0081.degrees latitude (g = 980.6199 gals.).
 EL0081
 EL0081.The modeled gravity was interpolated from observed gravity values.
 EL0081
 EL0081;                    North         East    Units  Estimated Accuracy
 EL0081;SPC OK S     -   106,530.      766,520.      MT  (+/- 180 meters Scaled)
 EL0081
 EL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC585968(NAD 83)
 EL0081
 EL0081                          SUPERSEDED SURVEY CONTROL
 EL0081
 EL0081  NGVD 29 (??/??/92)  165.469  (m)          542.88   (f) ADJ UNCH    1 2
 EL0081
 EL0081.Superseded values are not recommended for survey control.
 EL0081
 EL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0081.See file dsdata.pdf to determine how the superseded data were derived.
 EL0081
 EL0081_MARKER: DB = BENCH MARK DISK
 EL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0081_STAMPING: R 15 1933
 EL0081_MARK LOGO: CGS
 EL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0081+STABILITY: SURFACE MOTION
 EL0081
 EL0081  HISTORY     - Date     Condition        Report By
 EL0081  HISTORY     - 1933     MONUMENTED       CGS
 EL0081  HISTORY     - 1934     GOOD             CGS
 EL0081
 EL0081                          STATION DESCRIPTION
 EL0081
 EL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0081'3.6 MI N FROM CANEY.
 EL0081'ON THE M.K.T. R.R. 150 FT. S.E. OF MILEPOST 618, 60 FT. EAST
 EL0081'OF EAST TRACKS, 75 FT. SOUTH OF RAILROAD BATTERY BOX, 15 FT.
 EL0081'WEST OF EAST RIGHT OF WAY FENCE, AND ABOUT 1/4 MI. NORTH OF
 EL0081'DEEP RAILROAD CUT.
 EL0081
 EL0081                          STATION RECOVERY (1934)
 EL0081
 EL0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0261 ***********************************************************************
 GK0261  DESIGNATION -  R 15
 GK0261  PID         -  GK0261
 GK0261  STATE/COUNTY-  OK/TEXAS
 GK0261  COUNTRY     -  US
 GK0261  USGS QUAD   -  TYRONE (2018)
 GK0261
 GK0261                         *CURRENT SURVEY CONTROL
 GK0261  ______________________________________________________________________
 GK0261* NAD 83(1986) POSITION- 36 58 25.     (N) 101 02 22.     (W)   SCALED
 GK0261* NAVD 88 ORTHO HEIGHT -   888.214 (meters)     2914.08  (feet) ADJUSTED
 GK0261  ______________________________________________________________________
 GK0261  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 GK0261  DYNAMIC HEIGHT  -        887.331 (meters)     2911.19  (feet) COMP
 GK0261  MODELED GRAVITY -    979,607.0   (mgal)                       NAVD 88
 GK0261
 GK0261  VERT ORDER      -  FIRST     CLASS II
 GK0261
 GK0261.The horizontal coordinates were scaled from a map and have
 GK0261.an estimated accuracy of +/- 6 seconds.
 GK0261
 GK0261.The orthometric height was determined by differential leveling and
 GK0261.adjusted by the NATIONAL GEODETIC SURVEY
 GK0261.in June 1991.
 GK0261
 GK0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0261.GEOID18 height accuracy estimate available here.
 GK0261
 GK0261.Click photographs - Photos may exist for this station.
 GK0261
 GK0261.The dynamic height is computed by dividing the NAVD 88
 GK0261.geopotential number by the normal gravity value computed on the
 GK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0261.degrees latitude (g = 980.6199 gals.).
 GK0261
 GK0261.The modeled gravity was interpolated from observed gravity values.
 GK0261
 GK0261;                    North         East    Units  Estimated Accuracy
 GK0261;SPC OK N     -   223,230.      329,390.      MT  (+/- 180 meters Scaled)
 GK0261
 GK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF184938(NAD 83)
 GK0261
 GK0261                          SUPERSEDED SURVEY CONTROL
 GK0261
 GK0261  NGVD 29 (??/??/92)  887.812  (m)         2912.76   (f) ADJ UNCH    1 2
 GK0261
 GK0261.Superseded values are not recommended for survey control.
 GK0261
 GK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0261.See file dsdata.pdf to determine how the superseded data were derived.
 GK0261
 GK0261_MARKER: DB = BENCH MARK DISK
 GK0261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0261_SP_SET: CULVERT HEADWALL
 GK0261_STAMPING: R 15 1933
 GK0261_MARK LOGO: CGS
 GK0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0261+STABILITY: SURFACE MOTION
 GK0261
 GK0261  HISTORY     - Date     Condition        Report By
 GK0261  HISTORY     - 1933     MONUMENTED       CGS
 GK0261  HISTORY     - 1963     GOOD
 GK0261
 GK0261                          STATION DESCRIPTION
 GK0261
 GK0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0261'2.0 MI NE FROM TYRONE.
 GK0261'2.0 MILES NORTHEAST OF TYRONE DEPOT ALONG THE ROCK ISLAND RAIL ROAD 1
 GK0261'POLE SOUTH WEST OF MILE POLE NO. 442.  SET IN THE NORTH EAST END OF
 GK0261'THE NORTH WEST SIDE OF HIGHWAY CONCRETE CULVERT HEADWALL 90 FT. SOUTH
 GK0261'EAST OF THE CENTER LINE OF RAILROAD TRACK.
 GK0261
 GK0261                          STATION RECOVERY (1963)
 GK0261
 GK0261'RECOVERED 1963
 GK0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0032 ***********************************************************************
 EL0032  DESIGNATION -  R 150
 EL0032  PID         -  EL0032
 EL0032  STATE/COUNTY-  OK/HUGHES
 EL0032  COUNTRY     -  US
 EL0032  USGS QUAD   -  CALVIN EAST (2018)
 EL0032
 EL0032                         *CURRENT SURVEY CONTROL
 EL0032  ______________________________________________________________________
 EL0032* NAD 83(1986) POSITION- 34 57 04.     (N) 096 11 50.     (W)   SCALED
 EL0032* NAVD 88 ORTHO HEIGHT -   227.840 (meters)      747.51  (feet) ADJUSTED
 EL0032  ______________________________________________________________________
 EL0032  GEOID HEIGHT    -        -28.436 (meters)                     GEOID18
 EL0032  DYNAMIC HEIGHT  -        227.614 (meters)      746.76  (feet) COMP
 EL0032  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 EL0032
 EL0032  VERT ORDER      -  SECOND    CLASS 0
 EL0032
 EL0032.The horizontal coordinates were scaled from a map and have
 EL0032.an estimated accuracy of +/- 6 seconds.
 EL0032
 EL0032.The orthometric height was determined by differential leveling and
 EL0032.adjusted by the NATIONAL GEODETIC SURVEY
 EL0032.in June 1991.
 EL0032
 EL0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0032.GEOID18 height accuracy estimate available here.
 EL0032
 EL0032.Click photographs - Photos may exist for this station.
 EL0032
 EL0032.The dynamic height is computed by dividing the NAVD 88
 EL0032.geopotential number by the normal gravity value computed on the
 EL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0032.degrees latitude (g = 980.6199 gals.).
 EL0032
 EL0032.The modeled gravity was interpolated from observed gravity values.
 EL0032
 EL0032;                    North         East    Units  Estimated Accuracy
 EL0032;SPC OK S     -   180,920.      764,650.      MT  (+/- 180 meters Scaled)
 EL0032
 EL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD559712(NAD 83)
 EL0032
 EL0032                          SUPERSEDED SURVEY CONTROL
 EL0032
 EL0032  NGVD 29 (??/??/92)  227.728  (m)          747.14   (f) ADJ UNCH    2 0
 EL0032
 EL0032.Superseded values are not recommended for survey control.
 EL0032
 EL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0032.See file dsdata.pdf to determine how the superseded data were derived.
 EL0032
 EL0032_MARKER: DB = BENCH MARK DISK
 EL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0032_STAMPING: R 150 1934
 EL0032_MARK LOGO: CGS
 EL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0032+STABILITY: SURFACE MOTION
 EL0032
 EL0032  HISTORY     - Date     Condition        Report By
 EL0032  HISTORY     - 1934     MONUMENTED       CGS
 EL0032
 EL0032                          STATION DESCRIPTION
 EL0032
 EL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0032'3.3 MI SE FROM CALVIN.
 EL0032'3.3 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0032'RAILWAY FROM THE STATION AT CALVIN, HUGHES COUNTY 350 FEET
 EL0032'NORTHWEST OF MILEPOST 394, 52 FEET SOUTHWEST OF THE CENTER OF
 EL0032'A FARM-ROAD CROSSING, 44.7 FEET SOUTH OF A POLE, 5.8 FEET
 EL0032'SOUTHEAST OF THE SOUTHEAST END OF AN IRON GATE, AND 1.8 FEET
 EL0032'NORTHEAST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 EL0032'STAMPED R 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0109 ***********************************************************************
 EM0109  DESIGNATION -  R 151
 EM0109  PID         -  EM0109
 EM0109  STATE/COUNTY-  OK/TILLMAN
 EM0109  COUNTRY     -  US
 EM0109  USGS QUAD   -  DEVOL (2018)
 EM0109
 EM0109                         *CURRENT SURVEY CONTROL
 EM0109  ______________________________________________________________________
 EM0109* NAD 83(1986) POSITION- 34 12 30.16   (N) 098 37 05.28   (W)   HD_HELD1
 EM0109* NAVD 88 ORTHO HEIGHT -   326.383 (meters)     1070.81  (feet) ADJUSTED
 EM0109  ______________________________________________________________________
 EM0109  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 EM0109  DYNAMIC HEIGHT  -        326.033 (meters)     1069.66  (feet) COMP
 EM0109  MODELED GRAVITY -    979,555.3   (mgal)                       NAVD 88
 EM0109
 EM0109  VERT ORDER      -  SECOND    CLASS 0
 EM0109
 EM0109.The horizontal coordinates were determined by differentially corrected
 EM0109.hand held GPS observations or other comparable positioning techniques
 EM0109.and have an estimated accuracy of +/- 3 meters.
 EM0109
 EM0109.The orthometric height was determined by differential leveling and
 EM0109.adjusted by the NATIONAL GEODETIC SURVEY
 EM0109.in June 1991.
 EM0109
 EM0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0109.GEOID18 height accuracy estimate available here.
 EM0109
 EM0109.Click photographs - Photos may exist for this station.
 EM0109
 EM0109.The dynamic height is computed by dividing the NAVD 88
 EM0109.geopotential number by the normal gravity value computed on the
 EM0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0109.degrees latitude (g = 980.6199 gals.).
 EM0109
 EM0109.The modeled gravity was interpolated from observed gravity values.
 EM0109
 EM0109;                    North         East    Units  Estimated Accuracy
 EM0109;SPC OK S     -    97,237.2     543,036.5     MT  (+/- 3 meters HH1 GPS) 
 EM0109
 EM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3517885326(NAD 83)
 EM0109
 EM0109                          SUPERSEDED SURVEY CONTROL
 EM0109
 EM0109  NGVD 29 (??/??/92)  326.278  (m)         1070.46   (f) ADJ UNCH    2 0
 EM0109
 EM0109.Superseded values are not recommended for survey control.
 EM0109
 EM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0109.See file dsdata.pdf to determine how the superseded data were derived.
 EM0109
 EM0109_MARKER: DB = BENCH MARK DISK
 EM0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0109_STAMPING: R 151 1934
 EM0109_MARK LOGO: CGS
 EM0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0109+STABILITY: SURFACE MOTION
 EM0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0109+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0109
 EM0109  HISTORY     - Date     Condition        Report By
 EM0109  HISTORY     - 1934     MONUMENTED       CGS
 EM0109  HISTORY     - 1963     GOOD             USGS
 EM0109  HISTORY     - 19961127 GOOD             OKDOT
 EM0109  HISTORY     - 20180711 GOOD             OKDOT
 EM0109
 EM0109                          STATION DESCRIPTION
 EM0109
 EM0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0109'2.0 MI NW FROM DEVOL.
 EM0109'2 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM STATION 850 FEET WEST OF
 EM0109'WEST END OF R.R. TRESTLE 22-8.  450 FEET WEST OF CENTERLINE OF GATEWAY
 EM0109'IN R/W FENCE.  165 FEET EAST OF DIVISION FENCE.  84 FEET SOUTH OF
 EM0109'MILEPOST 23 (TELEGRAPH POLE 7884).  47.4 FEET SOUTH OF CENTERLINE OF
 EM0109'MO. KANS. TEXAS RY. TRACK.  2.2 FEET NORTH OF RIGHT OF WAY FENCE.
 EM0109
 EM0109                          STATION RECOVERY (1963)
 EM0109
 EM0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EM0109'RECOVERED IN GOOD CONDITION.
 EM0109
 EM0109                          STATION RECOVERY (1996)
 EM0109
 EM0109'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0109'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND SH 36 AT
 EM0109'GRANDFIELD, GO SOUTHEAST ON US 60 FOR 6.30 KM (3.90 MI) TO THE MARK ON
 EM0109'THE RIGHT.  IT IS 0.84 KM (0.50 MI) NORTHWEST OF THE COTTON/TILLMAN
 EM0109'COUNTY LINE, 260 METERS (853.0 FT) WEST OF THE WEST END OF RR TRESTE
 EM0109'22-8, 47 METERS (154.2 FT) EAST OF A DIVISION FENCE, 14.4 METERS (47.2
 EM0109'FT) SOUTH OF THE CENTERLINE OF THE WICHITA-TILLMAN-JACKSON RR TRACK,
 EM0109'0.6 METER (2.0 FT) NORTH OF RIGHT-OF-WAY FENCE, 0.3 METER (1.0 FT)
 EM0109'NORTH OF A STEEL WITNESS POST.
 EM0109
 EM0109                          STATION RECOVERY (2018)
 EM0109
 EM0109'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0111 ***********************************************************************
 FK0111  DESIGNATION -  R 154
 FK0111  PID         -  FK0111
 FK0111  STATE/COUNTY-  OK/CADDO
 FK0111  COUNTRY     -  US
 FK0111  USGS QUAD   -  BINGER (2018)
 FK0111
 FK0111                         *CURRENT SURVEY CONTROL
 FK0111  ______________________________________________________________________
 FK0111* NAD 83(1986) POSITION- 35 21 39.     (N) 098 22 04.     (W)   SCALED
 FK0111* NAVD 88 ORTHO HEIGHT -   435.250 (meters)     1427.98  (feet) ADJUSTED
 FK0111  ______________________________________________________________________
 FK0111  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 FK0111  DYNAMIC HEIGHT  -        434.812 (meters)     1426.55  (feet) COMP
 FK0111  MODELED GRAVITY -    979,615.4   (mgal)                       NAVD 88
 FK0111
 FK0111  VERT ORDER      -  SECOND    CLASS 0
 FK0111
 FK0111.The horizontal coordinates were scaled from a map and have
 FK0111.an estimated accuracy of +/- 6 seconds.
 FK0111
 FK0111.The orthometric height was determined by differential leveling and
 FK0111.adjusted by the NATIONAL GEODETIC SURVEY
 FK0111.in June 1991.
 FK0111
 FK0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0111.GEOID18 height accuracy estimate available here.
 FK0111
 FK0111.Click photographs - Photos may exist for this station.
 FK0111
 FK0111.The dynamic height is computed by dividing the NAVD 88
 FK0111.geopotential number by the normal gravity value computed on the
 FK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0111.degrees latitude (g = 980.6199 gals.).
 FK0111
 FK0111.The modeled gravity was interpolated from observed gravity values.
 FK0111
 FK0111;                    North         East    Units  Estimated Accuracy
 FK0111;SPC OK S     -   224,970.      566,570.      MT  (+/- 180 meters Scaled)
 FK0111
 FK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE574132(NAD 83)
 FK0111
 FK0111                          SUPERSEDED SURVEY CONTROL
 FK0111
 FK0111  NGVD 29 (??/??/92)  435.077  (m)         1427.42   (f) ADJ UNCH    2 0
 FK0111
 FK0111.Superseded values are not recommended for survey control.
 FK0111
 FK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0111.See file dsdata.pdf to determine how the superseded data were derived.
 FK0111
 FK0111_MARKER: DB = BENCH MARK DISK
 FK0111_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0111_SP_SET: BUILDING WALL
 FK0111_STAMPING: R 154 1934
 FK0111_MARK LOGO: CGS
 FK0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0111+STABILITY: SURFACE MOTION
 FK0111
 FK0111  HISTORY     - Date     Condition        Report By
 FK0111  HISTORY     - 1934     MONUMENTED       CGS
 FK0111  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FK0111
 FK0111                          STATION DESCRIPTION
 FK0111
 FK0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0111'IN LOOKEBA.
 FK0111'IN THE TOWN OF LOOKEBA VERTICAL BRONZE TABLET IN NORTH WALL OF
 FK0111'EAST WING OF LOOKEBA SCHOOL, 29.2 FEET EAST OF EAST ENTRANCE TO
 FK0111'BUILDING, 6.5 FEET SOUTH OF SOUTHEAST LEG OF BELL TOWER, 4 FEET
 FK0111'ABOVE THE GROUND, 2.6 FEET EAST OF NORTHEAST CORNER OF WING.
 FK0111
 FK0111                          STATION RECOVERY (2022)
 FK0111
 FK0111'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FK0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0523 ***********************************************************************
 EL0523  DESIGNATION -  R 155
 EL0523  PID         -  EL0523
 EL0523  STATE/COUNTY-  OK/CARTER
 EL0523  COUNTRY     -  US
 EL0523  USGS QUAD   -  RATLIFF CITY (2018)
 EL0523
 EL0523                         *CURRENT SURVEY CONTROL
 EL0523  ______________________________________________________________________
 EL0523* NAD 83(1986) POSITION- 34 26 55.41   (N) 097 33 18.47   (W)   HD_HELD1
 EL0523* NAVD 88 ORTHO HEIGHT -   303.032 (meters)      994.20  (feet) ADJUSTED
 EL0523  ______________________________________________________________________
 EL0523  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 EL0523  DYNAMIC HEIGHT  -        302.721 (meters)      993.18  (feet) COMP
 EL0523  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 EL0523
 EL0523  VERT ORDER      -  SECOND    CLASS 0
 EL0523
 EL0523.The horizontal coordinates were determined by differentially corrected
 EL0523.hand held GPS observations or other comparable positioning techniques
 EL0523.and have an estimated accuracy of +/- 3 meters.
 EL0523
 EL0523.The orthometric height was determined by differential leveling and
 EL0523.adjusted by the NATIONAL GEODETIC SURVEY
 EL0523.in June 1991.
 EL0523
 EL0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0523.GEOID18 height accuracy estimate available here.
 EL0523
 EL0523.Click photographs - Photos may exist for this station.
 EL0523
 EL0523.The dynamic height is computed by dividing the NAVD 88
 EL0523.geopotential number by the normal gravity value computed on the
 EL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0523.degrees latitude (g = 980.6199 gals.).
 EL0523
 EL0523.The modeled gravity was interpolated from observed gravity values.
 EL0523
 EL0523;                    North         East    Units  Estimated Accuracy
 EL0523;SPC OK S     -   123,812.8     640,879.2     MT  (+/- 3 meters HH1 GPS) 
 EL0523
 EL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3272912858(NAD 83)
 EL0523
 EL0523                          SUPERSEDED SURVEY CONTROL
 EL0523
 EL0523  NGVD 29 (??/??/92)  302.945  (m)          993.91   (f) ADJ UNCH    2 0
 EL0523
 EL0523.Superseded values are not recommended for survey control.
 EL0523
 EL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0523.See file dsdata.pdf to determine how the superseded data were derived.
 EL0523
 EL0523_MARKER: DB = BENCH MARK DISK
 EL0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0523_SP_SET: CULVERT
 EL0523_STAMPING: R 155 1934
 EL0523_MARK LOGO: CGS
 EL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0523+STABILITY: SURFACE MOTION
 EL0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0523+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 EL0523
 EL0523  HISTORY     - Date     Condition        Report By
 EL0523  HISTORY     - 1934     MONUMENTED       CGS
 EL0523  HISTORY     - 20180712 GOOD             OKDOT
 EL0523
 EL0523                          STATION DESCRIPTION
 EL0523
 EL0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0523'IN COUNTY LINE.
 EL0523'BRONZE TABLET IN SOUTH HEADWALL OF HIGHWAY CULVERT, ABOUT 0.3 MILE
 EL0523'EAST OF COUNTY LINE POST OFFICE, 25 FEET NORTH OF FENCE, 16
 EL0523'FEET SOUTH OF CENTERLINE OF STATE HWY. 22.
 EL0523
 EL0523                          STATION RECOVERY (2018)
 EL0523
 EL0523'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EL0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0206 ***********************************************************************
 EL0206  DESIGNATION -  R 156
 EL0206  PID         -  EL0206
 EL0206  STATE/COUNTY-  OK/JOHNSTON
 EL0206  COUNTRY     -  US
 EL0206  USGS QUAD   -  TISHOMINGO (2018)
 EL0206
 EL0206                         *CURRENT SURVEY CONTROL
 EL0206  ______________________________________________________________________
 EL0206* NAD 83(1986) POSITION- 34 12 32.     (N) 096 44 44.     (W)   SCALED
 EL0206* NAVD 88 ORTHO HEIGHT -   193.794 (meters)      635.81  (feet) ADJUSTED
 EL0206  ______________________________________________________________________
 EL0206  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 EL0206  DYNAMIC HEIGHT  -        193.600 (meters)      635.17  (feet) COMP
 EL0206  MODELED GRAVITY -    979,630.4   (mgal)                       NAVD 88
 EL0206
 EL0206  VERT ORDER      -  SECOND    CLASS 0
 EL0206
 EL0206.The horizontal coordinates were scaled from a map and have
 EL0206.an estimated accuracy of +/- 6 seconds.
 EL0206
 EL0206.The orthometric height was determined by differential leveling and
 EL0206.adjusted by the NATIONAL GEODETIC SURVEY
 EL0206.in June 1991.
 EL0206
 EL0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0206.GEOID18 height accuracy estimate available here.
 EL0206
 EL0206.Click photographs - Photos may exist for this station.
 EL0206
 EL0206.The dynamic height is computed by dividing the NAVD 88
 EL0206.geopotential number by the normal gravity value computed on the
 EL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0206.degrees latitude (g = 980.6199 gals.).
 EL0206
 EL0206.The modeled gravity was interpolated from observed gravity values.
 EL0206
 EL0206;                    North         East    Units  Estimated Accuracy
 EL0206;SPC OK S     -    97,840.      715,600.      MT  (+/- 180 meters Scaled)
 EL0206
 EL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC077876(NAD 83)
 EL0206
 EL0206                          SUPERSEDED SURVEY CONTROL
 EL0206
 EL0206  NGVD 29 (??/??/92)  193.753  (m)          635.67   (f) ADJ UNCH    2 0
 EL0206
 EL0206.Superseded values are not recommended for survey control.
 EL0206
 EL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0206.See file dsdata.pdf to determine how the superseded data were derived.
 EL0206
 EL0206_MARKER: DB = BENCH MARK DISK
 EL0206_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0206_STAMPING: R 156 1934
 EL0206_MARK LOGO: CGS
 EL0206_PROJECTION: PROJECTING 15 CENTIMETERS
 EL0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0206
 EL0206  HISTORY     - Date     Condition        Report By
 EL0206  HISTORY     - 1934     MONUMENTED       CGS
 EL0206  HISTORY     - 1961     GOOD             USGS
 EL0206
 EL0206                          STATION DESCRIPTION
 EL0206
 EL0206'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0206'1.3 MI S FROM RAVIA.
 EL0206'1.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0206'THE STATION AT RAVIA, JOHNSTON COUNTY, THENCE 1.0 MILE SOUTH
 EL0206'ALONG AN ABANDONED RAILROAD, SOUTH OF A GAP IN THE RAILROAD
 EL0206'BED, 87 FEET WEST OF AN OLD RAILWAY GRADE, 65 FEET EAST OF A
 EL0206'16-INCH HACKENBERRY TREE AND 57 FEET SOUTH AND 15 FEET WEST OF A
 EL0206'2-FOOT OAK TREE.  A STANDARD DISK, STAMPED R 156 1934 AND SET IN
 EL0206'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0110 ***********************************************************************
 EL0110  DESIGNATION -  R 157
 EL0110  PID         -  EL0110
 EL0110  STATE/COUNTY-  OK/COAL
 EL0110  COUNTRY     -  US
 EL0110  USGS QUAD   -  OLNEY (2018)
 EL0110
 EL0110                         *CURRENT SURVEY CONTROL
 EL0110  ______________________________________________________________________
 EL0110* NAD 83(1986) POSITION- 34 26 49.     (N) 096 22 12.     (W)   SCALED
 EL0110* NAVD 88 ORTHO HEIGHT -   184.459 (meters)      605.18  (feet) ADJUSTED
 EL0110  ______________________________________________________________________
 EL0110  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 EL0110  DYNAMIC HEIGHT  -        184.277 (meters)      604.58  (feet) COMP
 EL0110  MODELED GRAVITY -    979,640.1   (mgal)                       NAVD 88
 EL0110
 EL0110  VERT ORDER      -  SECOND    CLASS 0
 EL0110
 EL0110.The horizontal coordinates were scaled from a map and have
 EL0110.an estimated accuracy of +/- 6 seconds.
 EL0110
 EL0110.The orthometric height was determined by differential leveling and
 EL0110.adjusted by the NATIONAL GEODETIC SURVEY
 EL0110.in June 1991.
 EL0110
 EL0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0110.GEOID18 height accuracy estimate available here.
 EL0110
 EL0110.Click photographs - Photos may exist for this station.
 EL0110
 EL0110.The dynamic height is computed by dividing the NAVD 88
 EL0110.geopotential number by the normal gravity value computed on the
 EL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0110.degrees latitude (g = 980.6199 gals.).
 EL0110
 EL0110.The modeled gravity was interpolated from observed gravity values.
 EL0110
 EL0110;                    North         East    Units  Estimated Accuracy
 EL0110;SPC OK S     -   124,740.      749,780.      MT  (+/- 180 meters Scaled)
 EL0110
 EL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD416148(NAD 83)
 EL0110
 EL0110                          SUPERSEDED SURVEY CONTROL
 EL0110
 EL0110  NGVD 29 (??/??/92)  184.400  (m)          604.99   (f) ADJ UNCH    2 0
 EL0110
 EL0110.Superseded values are not recommended for survey control.
 EL0110
 EL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0110.See file dsdata.pdf to determine how the superseded data were derived.
 EL0110
 EL0110_MARKER: DB = BENCH MARK DISK
 EL0110_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0110_STAMPING: R 157 1934
 EL0110_MARK LOGO: CGS
 EL0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0110
 EL0110  HISTORY     - Date     Condition        Report By
 EL0110  HISTORY     - 1934     MONUMENTED       CGS
 EL0110
 EL0110                          STATION DESCRIPTION
 EL0110
 EL0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0110'1.9 MI SW FROM OLNEY.
 EL0110'EAST CORNER OF SMALL FIELD, 56 FEET SOUTHWEST OF CENTERLINE
 EL0110'OF ROCK ISLAND R.R. TRACK, 31.5 FEET SOUTH OF THIRD TELEGRAPH
 EL0110'POLE NORTHWEST OF M.P. 54-20, 9.5 FEET NORTHWEST OF CENTERLINE
 EL0110'OF GATEWAY IN R/W FENCE FOR PRIVATE CROSSING OF J.W. TIMS,
 EL0110'3.3 FEET SOUTHWEST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 EL0110'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0120 ***********************************************************************
 EL0120  DESIGNATION -  R 158
 EL0120  PID         -  EL0120
 EL0120  STATE/COUNTY-  OK/ATOKA
 EL0120  COUNTRY     -  US
 EL0120  USGS QUAD   -  BRUNO (2019)
 EL0120
 EL0120                         *CURRENT SURVEY CONTROL
 EL0120  ______________________________________________________________________
 EL0120* NAD 83(1986) POSITION- 34 21 46.     (N) 096 05 52.     (W)   SCALED
 EL0120* NAVD 88 ORTHO HEIGHT -   174.083 (meters)      571.14  (feet) ADJUSTED
 EL0120  ______________________________________________________________________
 EL0120  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 EL0120  DYNAMIC HEIGHT  -        173.903 (meters)      570.55  (feet) COMP
 EL0120  MODELED GRAVITY -    979,602.6   (mgal)                       NAVD 88
 EL0120
 EL0120  VERT ORDER      -  SECOND    CLASS 0
 EL0120
 EL0120.The horizontal coordinates were scaled from a map and have
 EL0120.an estimated accuracy of +/- 6 seconds.
 EL0120
 EL0120.The orthometric height was determined by differential leveling and
 EL0120.adjusted by the NATIONAL GEODETIC SURVEY
 EL0120.in June 1991.
 EL0120
 EL0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0120.GEOID18 height accuracy estimate available here.
 EL0120
 EL0120.Click photographs - Photos may exist for this station.
 EL0120
 EL0120.The dynamic height is computed by dividing the NAVD 88
 EL0120.geopotential number by the normal gravity value computed on the
 EL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0120.degrees latitude (g = 980.6199 gals.).
 EL0120
 EL0120.The modeled gravity was interpolated from observed gravity values.
 EL0120
 EL0120;                    North         East    Units  Estimated Accuracy
 EL0120;SPC OK S     -   115,840.      774,970.      MT  (+/- 180 meters Scaled)
 EL0120
 EL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD669061(NAD 83)
 EL0120
 EL0120                          SUPERSEDED SURVEY CONTROL
 EL0120
 EL0120  NGVD 29 (??/??/92)  174.004  (m)          570.88   (f) ADJ UNCH    2 0
 EL0120
 EL0120.Superseded values are not recommended for survey control.
 EL0120
 EL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0120.See file dsdata.pdf to determine how the superseded data were derived.
 EL0120
 EL0120_MARKER: DB = BENCH MARK DISK
 EL0120_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0120_STAMPING: R 158 1934
 EL0120_MARK LOGO: CGS
 EL0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0120
 EL0120  HISTORY     - Date     Condition        Report By
 EL0120  HISTORY     - 1934     MONUMENTED       CGS
 EL0120
 EL0120                          STATION DESCRIPTION
 EL0120
 EL0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0120'2.1 MI SE FROM ATOKA.
 EL0120'2.1 MILES SOUTHEAST OF ALONG ST. HWY. 19 FROM ATOKA.  120 FEET
 EL0120'EAST OF WALKERS GROCERY, ON NORTH SLOPE OF KNOLL, 70 FEET
 EL0120'FROM TOP OF KNOLL, 50 FEET NORTHEAST OF CENTERLINE OF STATE
 EL0120'HIGHWAY 19.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0630 ***********************************************************************
 EK0630  DESIGNATION -  R 159
 EK0630  PID         -  EK0630
 EK0630  STATE/COUNTY-  OK/PITTSBURG
 EK0630  COUNTRY     -  US
 EK0630  USGS QUAD   -  HARTSHORNE SW (2018)
 EK0630
 EK0630                         *CURRENT SURVEY CONTROL
 EK0630  ______________________________________________________________________
 EK0630* NAD 83(1986) POSITION- 34 48 53.     (N) 095 39 15.     (W)   SCALED
 EK0630* NAVD 88 ORTHO HEIGHT -   198.393 (meters)      650.89  (feet) ADJUSTED
 EK0630  ______________________________________________________________________
 EK0630  GEOID HEIGHT    -        -30.471 (meters)                     GEOID18
 EK0630  DYNAMIC HEIGHT  -        198.189 (meters)      650.23  (feet) COMP
 EK0630  MODELED GRAVITY -    979,602.8   (mgal)                       NAVD 88
 EK0630
 EK0630  VERT ORDER      -  SECOND    CLASS 0
 EK0630
 EK0630.The horizontal coordinates were scaled from a map and have
 EK0630.an estimated accuracy of +/- 6 seconds.
 EK0630
 EK0630.The orthometric height was determined by differential leveling and
 EK0630.adjusted by the NATIONAL GEODETIC SURVEY
 EK0630.in June 1991.
 EK0630
 EK0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0630.GEOID18 height accuracy estimate available here.
 EK0630
 EK0630.Click photographs - Photos may exist for this station.
 EK0630
 EK0630.The dynamic height is computed by dividing the NAVD 88
 EK0630.geopotential number by the normal gravity value computed on the
 EK0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0630.degrees latitude (g = 980.6199 gals.).
 EK0630
 EK0630.The modeled gravity was interpolated from observed gravity values.
 EK0630
 EK0630;                    North         East    Units  Estimated Accuracy
 EK0630;SPC OK S     -   166,820.      814,600.      MT  (+/- 180 meters Scaled)
 EK0630
 EK0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU572557(NAD 83)
 EK0630
 EK0630                          SUPERSEDED SURVEY CONTROL
 EK0630
 EK0630  NGVD 29 (??/??/92)  198.288  (m)          650.55   (f) ADJ UNCH    2 0
 EK0630
 EK0630.Superseded values are not recommended for survey control.
 EK0630
 EK0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0630.See file dsdata.pdf to determine how the superseded data were derived.
 EK0630
 EK0630_MARKER: DB = BENCH MARK DISK
 EK0630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0630_SP_SET: CULVERT HEADWALL
 EK0630_STAMPING: R 159 1934
 EK0630_MARK LOGO: CGS
 EK0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0630+STABILITY: SURFACE MOTION
 EK0630
 EK0630  HISTORY     - Date     Condition        Report By
 EK0630  HISTORY     - 1934     MONUMENTED       CGS
 EK0630
 EK0630                          STATION DESCRIPTION
 EK0630
 EK0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0630'5.7 MI SW FROM HAILEYVILLE.
 EK0630'ABOUT 5.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0630'PACIFIC RAILWAY FROM THE STATION AT HAILEYVILLE, PITTSBURG
 EK0630'COUNTY, ABOUT 0.1 MILE SOUTHWEST OF THE SOUTHWEST SWITCH OF
 EK0630'THE SIDING AT BOND, ABOUT 50 FEET SOUTH OF THE SECOND POLE
 EK0630'NORTHEAST OF MILEPOST 4+25, ABOUT 0.7 MILE NORTHEAST OF A LARGE
 EK0630'COAL MINE, ABOUT 165 FEET NORTHEAST OF THE CENTER OF A ROAD
 EK0630'CROSSING, 62.3 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 EK0630'PARALLELING THE TRACK, 55.1 FEET NORTHWEST OF THE NORTHWEST
 EK0630'SIDE RAIL OF A RAILWAY BRIDGE, IN THE SOUTHEAST HEAD WALL OF A
 EK0630'SANDSTONE CULVERT, 12.3 FEET SOUTHEAST OF THE CENTER LINE OF
 EK0630'THE TRACK, 39.1 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 EK0630'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 EK0630'STAMPED R 159 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0616 ***********************************************************************
 EK0616  DESIGNATION -  R 16
 EK0616  PID         -  EK0616
 EK0616  STATE/COUNTY-  OK/PITTSBURG
 EK0616  COUNTRY     -  US
 EK0616  USGS QUAD   -  KREBS (2018)
 EK0616
 EK0616                         *CURRENT SURVEY CONTROL
 EK0616  ______________________________________________________________________
 EK0616* NAD 83(1986) POSITION- 34 59 32.     (N) 095 44 52.     (W)   SCALED
 EK0616* NAVD 88 ORTHO HEIGHT -   194.376 (meters)      637.72  (feet) ADJUSTED
 EK0616  ______________________________________________________________________
 EK0616  GEOID HEIGHT    -        -30.036 (meters)                     GEOID18
 EK0616  DYNAMIC HEIGHT  -        194.183 (meters)      637.08  (feet) COMP
 EK0616  MODELED GRAVITY -    979,635.6   (mgal)                       NAVD 88
 EK0616
 EK0616  VERT ORDER      -  FIRST     CLASS II
 EK0616
 EK0616.The horizontal coordinates were scaled from a map and have
 EK0616.an estimated accuracy of +/- 6 seconds.
 EK0616
 EK0616.The orthometric height was determined by differential leveling and
 EK0616.adjusted by the NATIONAL GEODETIC SURVEY
 EK0616.in June 1991.
 EK0616
 EK0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0616.GEOID18 height accuracy estimate available here.
 EK0616
 EK0616.Click photographs - Photos may exist for this station.
 EK0616
 EK0616.The dynamic height is computed by dividing the NAVD 88
 EK0616.geopotential number by the normal gravity value computed on the
 EK0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0616.degrees latitude (g = 980.6199 gals.).
 EK0616
 EK0616.The modeled gravity was interpolated from observed gravity values.
 EK0616
 EK0616;                    North         East    Units  Estimated Accuracy
 EK0616;SPC OK S     -   186,310.      805,600.      MT  (+/- 180 meters Scaled)
 EK0616
 EK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU492756(NAD 83)
 EK0616
 EK0616                          SUPERSEDED SURVEY CONTROL
 EK0616
 EK0616  NGVD 29 (??/??/92)  194.268  (m)          637.36   (f) ADJ UNCH    1 2
 EK0616
 EK0616.Superseded values are not recommended for survey control.
 EK0616
 EK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0616.See file dsdata.pdf to determine how the superseded data were derived.
 EK0616
 EK0616_MARKER: DB = BENCH MARK DISK
 EK0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0616_STAMPING: R 16 1933
 EK0616_MARK LOGO: CGS
 EK0616_PROJECTION: FLUSH
 EK0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0616+STABILITY: SURFACE MOTION
 EK0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0616+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2018
 EK0616
 EK0616  HISTORY     - Date     Condition        Report By
 EK0616  HISTORY     - 1933     MONUMENTED       CGS
 EK0616  HISTORY     - 1965     GOOD             USGS
 EK0616  HISTORY     - 20181219 GOOD             ISSACS
 EK0616
 EK0616                          STATION DESCRIPTION
 EK0616
 EK0616'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EK0616'4.4 MI N FROM MC ALESTER.
 EK0616'MC ALESTER, ABOUT 4.4 MI. NORTH OF THE MISSOURI-KANSAS-TEXAS
 EK0616'RAILROAD, ABOUT 0.6 MI. NORTH OF MILEPOST 562, 130 FT. SOUTH
 EK0616'OF THE CONCRETE BASES OF THE OLD SEMAPHORES 561.5 AND 561.6,
 EK0616'307 FT. NORTH OF THE PRESENT SEMAPHORES 561.5 AND 561.6,
 EK0616'437 FT. NORTH AND 59 FT. WEST OF THE CENTERLINE OF PRIVATE DRIVE
 EK0616'WEST AND THE RR TRACKS, 3 FT. SOUTH AND 5 FT. WEST OF A
 EK0616'TELEGRAPH POLE, A STD. USC AND GS TABLET SET IN A CONCRETE POST
 EK0616'AND STAMPED R 16 1933.
 EK0616
 EK0616                          STATION RECOVERY (2018)
 EK0616
 EK0616'RECOVERY NOTE BY THE ISSACS GROUP 2018 (CAS)
 EK0616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0704 ***********************************************************************
 FH0704  DESIGNATION -  R 162
 FH0704  PID         -  FH0704
 FH0704  STATE/COUNTY-  OK/OKMULGEE
 FH0704  COUNTRY     -  US
 FH0704  USGS QUAD   -  MORRIS (2018)
 FH0704
 FH0704                         *CURRENT SURVEY CONTROL
 FH0704  ______________________________________________________________________
 FH0704* NAD 83(1986) POSITION- 35 36 11.     (N) 095 51 38.     (W)   SCALED
 FH0704* NAVD 88 ORTHO HEIGHT -   216.646 (meters)      710.78  (feet) ADJUSTED
 FH0704  ______________________________________________________________________
 FH0704  GEOID HEIGHT    -        -29.253 (meters)                     GEOID18
 FH0704  DYNAMIC HEIGHT  -        216.445 (meters)      710.12  (feet) COMP
 FH0704  MODELED GRAVITY -    979,700.5   (mgal)                       NAVD 88
 FH0704
 FH0704  VERT ORDER      -  SECOND    CLASS 0
 FH0704
 FH0704.The horizontal coordinates were scaled from a map and have
 FH0704.an estimated accuracy of +/- 6 seconds.
 FH0704
 FH0704.The orthometric height was determined by differential leveling and
 FH0704.adjusted by the NATIONAL GEODETIC SURVEY
 FH0704.in June 1991.
 FH0704
 FH0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0704.GEOID18 height accuracy estimate available here.
 FH0704
 FH0704.Click photographs - Photos may exist for this station.
 FH0704
 FH0704.The dynamic height is computed by dividing the NAVD 88
 FH0704.geopotential number by the normal gravity value computed on the
 FH0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0704.degrees latitude (g = 980.6199 gals.).
 FH0704
 FH0704.The modeled gravity was interpolated from observed gravity values.
 FH0704
 FH0704;                    North         East    Units  Estimated Accuracy
 FH0704;SPC OK N     -    69,050.      793,850.      MT  (+/- 180 meters Scaled)
 FH0704
 FH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV408436(NAD 83)
 FH0704
 FH0704                          SUPERSEDED SURVEY CONTROL
 FH0704
 FH0704  NGVD 29 (??/??/92)  216.532  (m)          710.41   (f) ADJ UNCH    2 0
 FH0704
 FH0704.Superseded values are not recommended for survey control.
 FH0704
 FH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0704.See file dsdata.pdf to determine how the superseded data were derived.
 FH0704
 FH0704_MARKER: DB = BENCH MARK DISK
 FH0704_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0704_STAMPING: R 162 1934
 FH0704_MARK LOGO: CGS
 FH0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0704
 FH0704  HISTORY     - Date     Condition        Report By
 FH0704  HISTORY     - 1934     MONUMENTED       CGS
 FH0704  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FH0704
 FH0704                          STATION DESCRIPTION
 FH0704
 FH0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0704'IN MORRIS.
 FH0704'IN THE TOWN OF, AT S.L. AND S.F. RY. STATION.  ABOUT 185 FEET EAST
 FH0704'OF M.P. 488, 59.7 FEET NORTH OF NORTHWEST OF ST. LOUIS AND SAN
 FH0704'FRANCISCO RY. STATION, 37.8 FEET NORTH OF CENTERLINE OF MAIN LINE
 FH0704'TRACK OF ST. LOUIS AND SAN FRANCISCO RY., 3 FEET NORTH OF
 FH0704'TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0704
 FH0704                          STATION RECOVERY (1997)
 FH0704
 FH0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0704'A THOROUGH SEARCH REVEALED NO VIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0255 ***********************************************************************
 GG0255  DESIGNATION -  R 163
 GG0255  PID         -  GG0255
 GG0255  STATE/COUNTY-  OK/OTTAWA
 GG0255  COUNTRY     -  US
 GG0255  USGS QUAD   -  AFTON (2018)
 GG0255
 GG0255                         *CURRENT SURVEY CONTROL
 GG0255  ______________________________________________________________________
 GG0255* NAD 83(1986) POSITION- 36 41 40.     (N) 094 57 52.     (W)   SCALED
 GG0255* NAVD 88 ORTHO HEIGHT -   241.396 (meters)      791.98  (feet) ADJUSTED
 GG0255  ______________________________________________________________________
 GG0255  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 GG0255  DYNAMIC HEIGHT  -        241.195 (meters)      791.32  (feet) COMP
 GG0255  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 GG0255
 GG0255  VERT ORDER      -  SECOND    CLASS 0
 GG0255
 GG0255.The horizontal coordinates were scaled from a map and have
 GG0255.an estimated accuracy of +/- 6 seconds.
 GG0255
 GG0255.The orthometric height was determined by differential leveling and
 GG0255.adjusted by the NATIONAL GEODETIC SURVEY
 GG0255.in June 1991.
 GG0255
 GG0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0255.GEOID18 height accuracy estimate available here.
 GG0255
 GG0255.Click photographs - Photos may exist for this station.
 GG0255
 GG0255.The dynamic height is computed by dividing the NAVD 88
 GG0255.geopotential number by the normal gravity value computed on the
 GG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0255.degrees latitude (g = 980.6199 gals.).
 GG0255
 GG0255.The modeled gravity was interpolated from observed gravity values.
 GG0255
 GG0255;                    North         East    Units  Estimated Accuracy
 GG0255;SPC OK N     -   192,250.      871,230.      MT  (+/- 180 meters Scaled)
 GG0255
 GG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA245627(NAD 83)
 GG0255
 GG0255                          SUPERSEDED SURVEY CONTROL
 GG0255
 GG0255  NGVD 29 (??/??/92)  241.286  (m)          791.62   (f) ADJ UNCH    2 0
 GG0255
 GG0255.Superseded values are not recommended for survey control.
 GG0255
 GG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0255.See file dsdata.pdf to determine how the superseded data were derived.
 GG0255
 GG0255_MARKER: DB = BENCH MARK DISK
 GG0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0255_SP_SET: BUILDING WALL
 GG0255_STAMPING: R 163 1934
 GG0255_MARK LOGO: CGS
 GG0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0255
 GG0255  HISTORY     - Date     Condition        Report By
 GG0255  HISTORY     - 1934     MONUMENTED       CGS
 GG0255  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0255  HISTORY     - 20110914 MARK NOT FOUND   GEOCAC
 GG0255
 GG0255                          STATION DESCRIPTION
 GG0255
 GG0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0255'AT AFTON.
 GG0255'AT AFTON, OTTAWA COUNTY, AT THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0255'STATION, IN THE FACE OF THE NORTH BRICK WALL, 30 FEET SOUTH
 GG0255'OF THE CENTERLINE OF THE SOUTH MAIN TRACK, 1.8 FEET WEST OF THE
 GG0255'NORTHEAST CORNER OF THE STATION, AND ABOUT 4.2 FEET HIGHER THAN
 GG0255'THE BRICK PLATFORM.  A STANDARD DISK, STAMPED R 163 1934.
 GG0255
 GG0255                          STATION RECOVERY (1988)
 GG0255
 GG0255'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0255'MARK NOT FOUND.
 GG0255
 GG0255                          STATION RECOVERY (2011)
 GG0255
 GG0255'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 GG0255'THE STATION HAS BEEN RAZED, AND THE MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9644 ***********************************************************************
 DR9644  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9644  DESIGNATION -  R 163 RESET
 DR9644  PID         -  DR9644
 DR9644  STATE/COUNTY-  OK/OTTAWA
 DR9644  COUNTRY     -  US
 DR9644  USGS QUAD   -  AFTON (2018)
 DR9644
 DR9644                         *CURRENT SURVEY CONTROL
 DR9644  ______________________________________________________________________
 DR9644* NAD 83(2011) POSITION- 36 41 42.04617(N) 094 57 49.39519(W)   ADJUSTED
 DR9644* NAD 83(2011) ELLIP HT-   210.540 (meters)        (01/10/24)   ADJUSTED
 DR9644* NAD 83(2011) EPOCH   -  2010.00
 DR9644* NAVD 88 ORTHO HEIGHT -   239.78  (meters)      786.7   (feet) GPS OBS
 DR9644  ______________________________________________________________________
 DR9644  GEOID HEIGHT    -        -29.241 (meters)                     GEOID18
 DR9644  NAD 83(2011) X  -   -443,047.420 (meters)                     COMP
 DR9644  NAD 83(2011) Y  - -5,101,255.524 (meters)                     COMP
 DR9644  NAD 83(2011) Z  -  3,790,434.358 (meters)                     COMP
 DR9644  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 DR9644
 DR9644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9644  Standards:
 DR9644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9644  -------------------------------------------------------------------
 DR9644  NETWORK    0.47   1.00           0.20   0.18   0.51      0.05150785
 DR9644  -------------------------------------------------------------------
 DR9644  Click here for local accuracies and other accuracy information.
 DR9644
 DR9644.The horizontal coordinates were established by GPS observations
 DR9644.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9644
 DR9644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9644.been affixed to the stable North American tectonic plate. See 
 DR9644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9644
 DR9644.The horizontal coordinates are valid at the epoch date displayed above
 DR9644.which is a decimal equivalence of Year/Month/Day.
 DR9644
 DR9644.The orthometric height was determined by GPS observations and a
 DR9644.high-resolution geoid model using precise GPS observation and
 DR9644.processing techniques.
 DR9644
 DR9644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9644.GEOID18 height accuracy estimate available here.
 DR9644
 DR9644.Click photographs - Photos may exist for this station.
 DR9644
 DR9644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9644
 DR9644.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9644
 DR9644.The ellipsoidal height was determined by GPS observations
 DR9644.and is referenced to NAD 83.
 DR9644
 DR9644. The following values were computed from the NAD 83(2011) position.
 DR9644
 DR9644;                    North         East     Units Scale Factor Converg.
 DR9644;SPC OK N     -   192,314.138   871,292.314   MT  0.99998771   +1 47 30.7
 DR9644;SPC OK N     -   630,950.63  2,858,564.87   sFT  0.99998771   +1 47 30.7
 DR9644;UTM  15      - 4,062,836.847   324,570.564   MT  0.99997916   -1 10 25.4
 DR9644
 DR9644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9644!SPC OK N     -   0.99996696  x   0.99998771  =   0.99995467
 DR9644!UTM  15      -   0.99996696  x   0.99997916  =   0.99994612
 DR9644
 DR9644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2457062836(NAD 83)
 DR9644
 DR9644                          SUPERSEDED SURVEY CONTROL
 DR9644
 DR9644.No superseded survey control is available for this station.
 DR9644
 DR9644_MARKER: DV = VERTICAL CONTROL DISK
 DR9644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9644_STAMPING: R 163 RESET 1982
 DR9644_MARK LOGO: NGS
 DR9644_PROJECTION: PROJECTING 5 CENTIMETERS
 DR9644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9644+STABILITY: SURFACE MOTION
 DR9644
 DR9644  HISTORY     - Date     Condition        Report By
 DR9644  HISTORY     - 19820101 MONUMENTED       NGS
 DR9644  HISTORY     - 20231209 GOOD             OKDOT
 DR9644
 DR9644                          STATION DESCRIPTION
 DR9644
 DR9644'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9644'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST-NORTHEAST OF VINITA,
 DR9644'6.0 MI (9.7 KM) NORTH-NORTHWEST OF BERNICE AND IN THE TOWN OF AFTON,
 DR9644'OK.
 DR9644'
 DR9644'TO REACH THE MONUMENT FROM THE INTERSECTION OF US 59 AND US 60 DRIVE
 DR9644'WEST ON US 60 FOR APPROXIMATELY 2.1 MI (3.4 KM) AND THEN TURN RIGHT
 DR9644'ONTO S. MAIN AVENUE APPROXIMATELY 430' THE MARK IS ON THE EAST SIDE OF
 DR9644'MAIN ST.
 DR9644'
 DR9644'THE MONUMENT IS APPROXIMATELY 6 FT (1.8 M) SOUTHEAST OF A POWER POLE.
 DR9644'IT IS APPROXIMATELY 38'SE OF THE SOUTHERN MOST RAILROAD RAIL AND
 DR9644'APPROXIMATELY 39 FT (11.9 M) NORTHEAST OF THE CENTER OF MAIN ST. THE
 DR9644'MARK PROJECTS APPROXIMATELY 2".
 DR9644'
 DR9644'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0418 ***********************************************************************
 FH0418  DESIGNATION -  R 164
 FH0418  PID         -  FH0418
 FH0418  STATE/COUNTY-  OK/CHEROKEE
 FH0418  COUNTRY     -  US
 FH0418  USGS QUAD   -  PARK HILL (2019)
 FH0418
 FH0418                         *CURRENT SURVEY CONTROL
 FH0418  ______________________________________________________________________
 FH0418* NAD 83(1986) POSITION- 35 51 49.     (N) 094 57 32.     (W)   SCALED
 FH0418* NAVD 88 ORTHO HEIGHT -   233.786 (meters)      767.01  (feet) ADJUSTED
 FH0418  ______________________________________________________________________
 FH0418  GEOID HEIGHT    -        -29.054 (meters)                     GEOID18
 FH0418  DYNAMIC HEIGHT  -        233.576 (meters)      766.32  (feet) COMP
 FH0418  MODELED GRAVITY -    979,730.0   (mgal)                       NAVD 88
 FH0418
 FH0418  VERT ORDER      -  SECOND    CLASS 0
 FH0418
 FH0418.The horizontal coordinates were scaled from a map and have
 FH0418.an estimated accuracy of +/- 6 seconds.
 FH0418
 FH0418.The orthometric height was determined by differential leveling and
 FH0418.adjusted by the NATIONAL GEODETIC SURVEY
 FH0418.in June 1991.
 FH0418
 FH0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0418.GEOID18 height accuracy estimate available here.
 FH0418
 FH0418.Click photographs - Photos may exist for this station.
 FH0418
 FH0418.The dynamic height is computed by dividing the NAVD 88
 FH0418.geopotential number by the normal gravity value computed on the
 FH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0418.degrees latitude (g = 980.6199 gals.).
 FH0418
 FH0418.The modeled gravity was interpolated from observed gravity values.
 FH0418
 FH0418;                    North         East    Units  Estimated Accuracy
 FH0418;SPC OK N     -   100,120.      874,610.      MT  (+/- 180 meters Scaled)
 FH0418
 FH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV231705(NAD 83)
 FH0418
 FH0418                          SUPERSEDED SURVEY CONTROL
 FH0418
 FH0418  NGVD 29 (??/??/92)  233.650  (m)          766.57   (f) ADJ UNCH    2 0
 FH0418
 FH0418.Superseded values are not recommended for survey control.
 FH0418
 FH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0418.See file dsdata.pdf to determine how the superseded data were derived.
 FH0418
 FH0418_MARKER: DB = BENCH MARK DISK
 FH0418_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0418_STAMPING: P 164 1934
 FH0418_MARK LOGO: CGS
 FH0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0418
 FH0418  HISTORY     - Date     Condition        Report By
 FH0418  HISTORY     - 1934     MONUMENTED       CGS
 FH0418
 FH0418                          STATION DESCRIPTION
 FH0418
 FH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0418'AT PARK HILL.
 FH0418'AT PARK HILL, ALONG S.L. AND S.F.RY. AT STATION 163 FEET EAST
 FH0418'OF M.P. 415-15, 66.4 FEET NORTH OF CENTERLINE OF MAIN LINE
 FH0418'TRACK OF ST. LOUIS AND SAN FRANCISCO RY, 32.4 FEET NORTHWEST
 FH0418'OF NORTHWEST CORNER OF ST. LOUIS AND SAN FRANCISCO RY. STATION,
 FH0418'2.6 FEET NORTHWEST OF SOUTHEAST CORNER OF FENCE.  TABLET SET
 FH0418'IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0351 ***********************************************************************
 DM0351  DESIGNATION -  R 165
 DM0351  PID         -  DM0351
 DM0351  STATE/COUNTY-  OK/MCCURTAIN
 DM0351  COUNTRY     -  US
 DM0351  USGS QUAD   -  IDABEL (2019)
 DM0351
 DM0351                         *CURRENT SURVEY CONTROL
 DM0351  ______________________________________________________________________
 DM0351* NAD 83(1986) POSITION- 33 59 23.     (N) 094 47 55.     (W)   SCALED
 DM0351* NAVD 88 ORTHO HEIGHT -   132.134 (meters)      433.51  (feet) ADJUSTED
 DM0351  ______________________________________________________________________
 DM0351  GEOID HEIGHT    -        -28.017 (meters)                     GEOID18
 DM0351  DYNAMIC HEIGHT  -        132.001 (meters)      433.07  (feet) COMP
 DM0351  MODELED GRAVITY -    979,624.2   (mgal)                       NAVD 88
 DM0351
 DM0351  VERT ORDER      -  SECOND    CLASS 0
 DM0351
 DM0351.The horizontal coordinates were scaled from a map and have
 DM0351.an estimated accuracy of +/- 6 seconds.
 DM0351
 DM0351.The orthometric height was determined by differential leveling and
 DM0351.adjusted by the NATIONAL GEODETIC SURVEY
 DM0351.in June 1991.
 DM0351
 DM0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0351.GEOID18 height accuracy estimate available here.
 DM0351
 DM0351.Click photographs - Photos may exist for this station.
 DM0351
 DM0351.The dynamic height is computed by dividing the NAVD 88
 DM0351.geopotential number by the normal gravity value computed on the
 DM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0351.degrees latitude (g = 980.6199 gals.).
 DM0351
 DM0351.The modeled gravity was interpolated from observed gravity values.
 DM0351
 DM0351;                    North         East    Units  Estimated Accuracy
 DM0351;SPC OK S     -    77,500.      895,740.      MT  (+/- 180 meters Scaled)
 DM0351
 DM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT338624(NAD 83)
 DM0351
 DM0351                          SUPERSEDED SURVEY CONTROL
 DM0351
 DM0351  NGVD 29 (??/??/92)  132.110  (m)          433.43   (f) ADJ UNCH    2 0
 DM0351
 DM0351.Superseded values are not recommended for survey control.
 DM0351
 DM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0351.See file dsdata.pdf to determine how the superseded data were derived.
 DM0351
 DM0351_MARKER: DB = BENCH MARK DISK
 DM0351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM0351_STAMPING: R 165 1934
 DM0351_MARK LOGO: CGS
 DM0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0351
 DM0351  HISTORY     - Date     Condition        Report By
 DM0351  HISTORY     - 1934     MONUMENTED       CGS
 DM0351  HISTORY     - 1942     GOOD             CGS
 DM0351
 DM0351                          STATION DESCRIPTION
 DM0351
 DM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0351'5.4 MI S FROM BROKEN BOW.
 DM0351'5.4 MILES SOUTH OF, ALONG U.S. HWY. 70, FROM RY. STATION.  ABOUT 0.4
 DM0351'MILE NORTH OF 1-MILE JOG IN HIGHWAY.  ABOUT 0.1 MILE SOUTH OF SUMMIT
 DM0351'OF SMALL HILL.  86.2 FEET SOUTH OF TELEPHONE WITH GUY WIRE.  36 FEET
 DM0351'EAST OF CENTERLINE OF U.S. HWY. 70.  4.3 FEET NORTH OF DIVISION FENCE.
 DM0351'2.8 FEET EAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DM0351
 DM0351                          STATION RECOVERY (1942)
 DM0351
 DM0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 DM0351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0355 ***********************************************************************
 EK0355  DESIGNATION -  R 167
 EK0355  PID         -  EK0355
 EK0355  STATE/COUNTY-  OK/LE FLORE
 EK0355  COUNTRY     -  US
 EK0355  USGS QUAD   -  PAGE (2018)
 EK0355
 EK0355                         *CURRENT SURVEY CONTROL
 EK0355  ______________________________________________________________________
 EK0355* NAD 83(1986) POSITION- 34 44 06.     (N) 094 36 09.     (W)   SCALED
 EK0355* NAVD 88 ORTHO HEIGHT -   240.851 (meters)      790.19  (feet) ADJUSTED
 EK0355  ______________________________________________________________________
 EK0355  GEOID HEIGHT    -        -31.426 (meters)                     GEOID18
 EK0355  DYNAMIC HEIGHT  -        240.586 (meters)      789.32  (feet) COMP
 EK0355  MODELED GRAVITY -    979,532.9   (mgal)                       NAVD 88
 EK0355
 EK0355  VERT ORDER      -  SECOND    CLASS 0
 EK0355
 EK0355.The horizontal coordinates were scaled from a map and have
 EK0355.an estimated accuracy of +/- 6 seconds.
 EK0355
 EK0355.The orthometric height was determined by differential leveling and
 EK0355.adjusted by the NATIONAL GEODETIC SURVEY
 EK0355.in June 1991.
 EK0355
 EK0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0355.GEOID18 height accuracy estimate available here.
 EK0355
 EK0355.Click photographs - Photos may exist for this station.
 EK0355
 EK0355.The dynamic height is computed by dividing the NAVD 88
 EK0355.geopotential number by the normal gravity value computed on the
 EK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0355.degrees latitude (g = 980.6199 gals.).
 EK0355
 EK0355.The modeled gravity was interpolated from observed gravity values.
 EK0355
 EK0355;                    North         East    Units  Estimated Accuracy
 EK0355;SPC OK S     -   160,710.      911,070.      MT  (+/- 180 meters Scaled)
 EK0355
 EK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU532448(NAD 83)
 EK0355
 EK0355                          SUPERSEDED SURVEY CONTROL
 EK0355
 EK0355  NGVD 29 (??/??/92)  240.734  (m)          789.81   (f) ADJ UNCH    2 0
 EK0355
 EK0355.Superseded values are not recommended for survey control.
 EK0355
 EK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0355.See file dsdata.pdf to determine how the superseded data were derived.
 EK0355
 EK0355_MARKER: DB = BENCH MARK DISK
 EK0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0355_SP_SET: CULVERT HEADWALL
 EK0355_STAMPING: R 167 1934
 EK0355_MARK LOGO: CGS
 EK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0355+STABILITY: SURFACE MOTION
 EK0355
 EK0355  HISTORY     - Date     Condition        Report By
 EK0355  HISTORY     - 1934     MONUMENTED       CGS
 EK0355  HISTORY     - 1959     GOOD             CGS
 EK0355  HISTORY     - 20111107 GOOD             OKDOT
 EK0355
 EK0355                          STATION DESCRIPTION
 EK0355
 EK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0355'2 MI SE FROM STAPP.
 EK0355'2.0 MILES SOUTHEAST OF, ALONG K.C.S.RY., FROM STATION BRONZE
 EK0355'TABLET IN SOUTH CONCRETE HEADWALL OF RAILROAD CULVERT, 132 FEET
 EK0355'WEST OF M.P. 351, 30 FEET NORTHWEST OF TELEGRAPH POLE, 15 FEET
 EK0355'SOUTH OF CENTERLINE OF KANSAS CITY SOUTHERN R.R. TRACK.
 EK0355
 EK0355                          STATION RECOVERY (1959)
 EK0355
 EK0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0355'RECOVERED IN GOOD CONDITION.
 EK0355
 EK0355                          STATION RECOVERY (2011)
 EK0355
 EK0355'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2011 (BIW)
 EK0355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0313 ***********************************************************************
 EK0313  DESIGNATION -  R 168
 EK0313  PID         -  EK0313
 EK0313  STATE/COUNTY-  OK/MCCURTAIN
 EK0313  COUNTRY     -  US
 EK0313  USGS QUAD   -  BETHEL (2018)
 EK0313
 EK0313                         *CURRENT SURVEY CONTROL
 EK0313  ______________________________________________________________________
 EK0313* NAD 83(1986) POSITION- 34 22 10.     (N) 094 46 26.     (W)   SCALED
 EK0313* NAVD 88 ORTHO HEIGHT -   308.085 (meters)     1010.78  (feet) ADJUSTED
 EK0313  ______________________________________________________________________
 EK0313  GEOID HEIGHT    -        -30.438 (meters)                     GEOID18
 EK0313  DYNAMIC HEIGHT  -        307.748 (meters)     1009.67  (feet) COMP
 EK0313  MODELED GRAVITY -    979,536.3   (mgal)                       NAVD 88
 EK0313
 EK0313  VERT ORDER      -  SECOND    CLASS 0
 EK0313
 EK0313.The horizontal coordinates were scaled from a map and have
 EK0313.an estimated accuracy of +/- 6 seconds.
 EK0313
 EK0313.The orthometric height was determined by differential leveling and
 EK0313.adjusted by the NATIONAL GEODETIC SURVEY
 EK0313.in June 1991.
 EK0313
 EK0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0313.GEOID18 height accuracy estimate available here.
 EK0313
 EK0313.Click photographs - Photos may exist for this station.
 EK0313
 EK0313.The dynamic height is computed by dividing the NAVD 88
 EK0313.geopotential number by the normal gravity value computed on the
 EK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0313.degrees latitude (g = 980.6199 gals.).
 EK0313
 EK0313.The modeled gravity was interpolated from observed gravity values.
 EK0313
 EK0313;                    North         East    Units  Estimated Accuracy
 EK0313;SPC OK S     -   119,670.      896,680.      MT  (+/- 180 meters Scaled)
 EK0313
 EK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU368045(NAD 83)
 EK0313
 EK0313                          SUPERSEDED SURVEY CONTROL
 EK0313
 EK0313  NGVD 29 (??/??/92)  308.017  (m)         1010.55   (f) ADJ UNCH    2 0
 EK0313
 EK0313.Superseded values are not recommended for survey control.
 EK0313
 EK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0313.See file dsdata.pdf to determine how the superseded data were derived.
 EK0313
 EK0313_MARKER: DB = BENCH MARK DISK
 EK0313_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0313_STAMPING: R 168 1934
 EK0313_MARK LOGO: CGS
 EK0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0313
 EK0313  HISTORY     - Date     Condition        Report By
 EK0313  HISTORY     - 1934     MONUMENTED       CGS
 EK0313
 EK0313                          STATION DESCRIPTION
 EK0313
 EK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0313'3.8 MI E FROM BETHEL.
 EK0313'3.8 MILES EAST OF, ALONG ST. HWY 21 ABOUT 0.2 MILE SOUTH OF
 EK0313'SMALL WOODEN HIGHWAY BRIDGE, 500 FEET NORTH OF CURVE AT TOP OF
 EK0313'HILL, 39.6 FEET EAST OF CENTERLINE OF STATE HWY. 21, 19.5 FEET
 EK0313'NORTHEAST OF TELEPHONE POLE, 17.4 FEET SOUTHEAST OF OAK STUMP
 EK0313'3 FT. HIGH 1.6 FT. IN DIAMETER AT BASE, TABLET SET IN PRECAST
 EK0313'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0389 ***********************************************************************
 GG0389  DESIGNATION -  R 17
 GG0389  PID         -  GG0389
 GG0389  STATE/COUNTY-  OK/ROGERS
 GG0389  COUNTRY     -  US
 GG0389  USGS QUAD   -  OOLOGAH (2018)
 GG0389
 GG0389                         *CURRENT SURVEY CONTROL
 GG0389  ______________________________________________________________________
 GG0389* NAD 83(1986) POSITION- 36 23 33.     (N) 095 40 07.     (W)   SCALED
 GG0389* NAVD 88 ORTHO HEIGHT -   181.473 (meters)      595.38  (feet) ADJUSTED
 GG0389  ______________________________________________________________________
 GG0389  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 GG0389  DYNAMIC HEIGHT  -        181.319 (meters)      594.88  (feet) COMP
 GG0389  MODELED GRAVITY -    979,778.5   (mgal)                       NAVD 88
 GG0389
 GG0389  VERT ORDER      -  FIRST     CLASS II
 GG0389
 GG0389.The horizontal coordinates were scaled from a map and have
 GG0389.an estimated accuracy of +/- 6 seconds.
 GG0389
 GG0389.The orthometric height was determined by differential leveling and
 GG0389.adjusted by the NATIONAL GEODETIC SURVEY
 GG0389.in June 1991.
 GG0389
 GG0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0389.GEOID18 height accuracy estimate available here.
 GG0389
 GG0389.Click photographs - Photos may exist for this station.
 GG0389
 GG0389.The dynamic height is computed by dividing the NAVD 88
 GG0389.geopotential number by the normal gravity value computed on the
 GG0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0389.degrees latitude (g = 980.6199 gals.).
 GG0389
 GG0389.The modeled gravity was interpolated from observed gravity values.
 GG0389
 GG0389;                    North         East    Units  Estimated Accuracy
 GG0389;SPC OK N     -   157,010.      809,130.      MT  (+/- 180 meters Scaled)
 GG0389
 GG0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA606307(NAD 83)
 GG0389
 GG0389                          SUPERSEDED SURVEY CONTROL
 GG0389
 GG0389  NGVD 29 (??/??/92)  181.359  (m)          595.01   (f) ADJ UNCH    1 2
 GG0389
 GG0389.Superseded values are not recommended for survey control.
 GG0389
 GG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0389.See file dsdata.pdf to determine how the superseded data were derived.
 GG0389
 GG0389_MARKER: DB = BENCH MARK DISK
 GG0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0389_STAMPING: R 17 1933
 GG0389_MARK LOGO: CGS
 GG0389_PROJECTION: FLUSH
 GG0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0389+STABILITY: SURFACE MOTION
 GG0389
 GG0389  HISTORY     - Date     Condition        Report By
 GG0389  HISTORY     - 1933     MONUMENTED       CGS
 GG0389  HISTORY     - 1960     GOOD             CGS
 GG0389  HISTORY     - 20161206 MARK NOT FOUND   OKDOT
 GG0389
 GG0389                          STATION DESCRIPTION
 GG0389
 GG0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0389'5.2 MI S FROM OOLAGAH.
 GG0389'5.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0389'STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 0.3 MILE NORTH OF
 GG0389'VERDIGRIS RIVER, ABOUT 6 POLES SOUTH OF MILEPOST 617, AT A
 GG0389'FARM-ROAD CROSSING, ABOUT 50 FEET NORTH OF THE CENTER LINE OF
 GG0389'THE ROAD, AND ABOUT 45 FEET WEST OF THE WEST RAIL.  A STANDARD
 GG0389'DISK, STAMPED R 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 GG0389'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS
 GG0389'RECOVERED NEAR POLE NO. 616+22, 50 FEET NORTH OF THE CENTERLINE
 GG0389'OF A ROAD, 45 FEET WEST OF THE WEST RAIL, 3 FEET EAST OF RIGHT
 GG0389'OF WAY FENCE AND IS FLUSH WITH THE GROUND.
 GG0389
 GG0389                          STATION RECOVERY (2016)
 GG0389
 GG0389'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (BRE)
 GG0389'MARK NOT FOUND.  45' WEST OF THE WEST RAIL PUTS THE CAP UNDER AN
 GG0389'ASPHALT ROAD.  BRE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0533 ***********************************************************************
 FJ0533  DESIGNATION -  R 170
 FJ0533  PID         -  FJ0533
 FJ0533  STATE/COUNTY-  OK/CANADIAN
 FJ0533  COUNTRY     -  US
 FJ0533  USGS QUAD   -  EL RENO (2018)
 FJ0533
 FJ0533                         *CURRENT SURVEY CONTROL
 FJ0533  ______________________________________________________________________
 FJ0533* NAD 83(1986) POSITION- 35 31 55.94   (N) 097 57 35.58   (W)   HD_HELD1
 FJ0533* NAVD 88 ORTHO HEIGHT -   412.763 (meters)     1354.21  (feet) ADJUSTED
 FJ0533  ______________________________________________________________________
 FJ0533  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 FJ0533  DYNAMIC HEIGHT  -        412.360 (meters)     1352.88  (feet) COMP
 FJ0533  MODELED GRAVITY -    979,646.2   (mgal)                       NAVD 88
 FJ0533
 FJ0533  VERT ORDER      -  FIRST     CLASS II
 FJ0533
 FJ0533.The horizontal coordinates were determined by differentially corrected
 FJ0533.hand held GPS observations or other comparable positioning techniques
 FJ0533.and have an estimated accuracy of +/- 3 meters.
 FJ0533
 FJ0533.The orthometric height was determined by differential leveling and
 FJ0533.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0533.in June 1991.
 FJ0533
 FJ0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0533.GEOID18 height accuracy estimate available here.
 FJ0533
 FJ0533.Click photographs - Photos may exist for this station.
 FJ0533
 FJ0533.The dynamic height is computed by dividing the NAVD 88
 FJ0533.geopotential number by the normal gravity value computed on the
 FJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0533.degrees latitude (g = 980.6199 gals.).
 FJ0533
 FJ0533.The modeled gravity was interpolated from observed gravity values.
 FJ0533
 FJ0533;                    North         East    Units  Estimated Accuracy
 FJ0533;SPC OK N     -    59,050.8     603,638.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0533
 FJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9429532562(NAD 83)
 FJ0533
 FJ0533                          SUPERSEDED SURVEY CONTROL
 FJ0533
 FJ0533  NGVD 29 (??/??/92)  412.587  (m)         1353.63   (f) SUPERSEDED  1 2
 FJ0533  NGVD 29 (04/22/92)  412.587  (m)         1353.63   (f) ADJUSTED    1 2
 FJ0533
 FJ0533.Superseded values are not recommended for survey control.
 FJ0533
 FJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0533.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0533
 FJ0533_MARKER: DB = BENCH MARK DISK
 FJ0533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0533_SP_SET: BRIDGE ABUTMENT
 FJ0533_STAMPING: R 170 1953
 FJ0533_MARK LOGO: CGS
 FJ0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0533+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 FJ0533
 FJ0533  HISTORY     - Date     Condition        Report By
 FJ0533  HISTORY     - 1953     MONUMENTED       CGS
 FJ0533  HISTORY     - 1984     GOOD             NGS
 FJ0533  HISTORY     - 1985     GOOD             NGS
 FJ0533  HISTORY     - 1986     GOOD             NGS
 FJ0533  HISTORY     - 1988     GOOD             USPSQD
 FJ0533  HISTORY     - 1989     GOOD             USPSQD
 FJ0533  HISTORY     - 1990     GOOD             USPSQD
 FJ0533  HISTORY     - 20040716 GOOD             USPSQD
 FJ0533  HISTORY     - 20200821 GOOD             OKDOT
 FJ0533
 FJ0533                          STATION DESCRIPTION
 FJ0533
 FJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0533'0.1 MI N FROM EL RENO.
 FJ0533'0.1 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0533'FROM THE STATION AT EL RENO, 11 FEET WEST OF THE WEST RAIL, 4.5
 FJ0533'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 FJ0533'CONCRETE ABUTMENT OF THE UNDERPASS OF U.S. HIGHWAY 66, 24.4
 FJ0533'FEET EAST OF THE WEST END OF THE ABUTMENT.
 FJ0533
 FJ0533                          STATION RECOVERY (1984)
 FJ0533
 FJ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0533'RECOVERED IN GOOD CONDITION.  NOTE, THE OLD CHICAGO, ROCK ISLAND, AND
 FJ0533'PACIFIC RAILROAD STATION IS NOW OWNED AND OCCUPIED BY THE CANADIAN
 FJ0533'COUNTY HISTORICAL SOCIETY.
 FJ0533
 FJ0533                          STATION RECOVERY (1985)
 FJ0533
 FJ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0533'RECOVERED IN GOOD CONDITION.
 FJ0533
 FJ0533                          STATION RECOVERY (1986)
 FJ0533
 FJ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0533'RECOVERED IN GOOD CONDITION.
 FJ0533
 FJ0533                          STATION RECOVERY (1988)
 FJ0533
 FJ0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0533'RECOVERED IN GOOD CONDITION.
 FJ0533
 FJ0533                          STATION RECOVERY (1989)
 FJ0533
 FJ0533'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0533'RECOVERED IN GOOD CONDITION.
 FJ0533
 FJ0533                          STATION RECOVERY (1990)
 FJ0533
 FJ0533'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0533'RECOVERED IN GOOD CONDITION.
 FJ0533
 FJ0533                          STATION RECOVERY (2004)
 FJ0533
 FJ0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0533'RECOVERED IN GOOD CONDITION.
 FJ0533
 FJ0533                          STATION RECOVERY (2020)
 FJ0533
 FJ0533'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (SR)
 FJ0533'WEST SIDE OF TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0017 ***********************************************************************
 FK0017  DESIGNATION -  R 171
 FK0017  PID         -  FK0017
 FK0017  STATE/COUNTY-  OK/CANADIAN
 FK0017  COUNTRY     -  US
 FK0017  USGS QUAD   -  GEARY NORTH (2018)
 FK0017
 FK0017                         *CURRENT SURVEY CONTROL
 FK0017  ______________________________________________________________________
 FK0017* NAD 83(1986) POSITION- 35 38 21.     (N) 098 16 18.     (W)   SCALED
 FK0017* NAVD 88 ORTHO HEIGHT -   449.685 (meters)     1475.34  (feet) ADJUSTED
 FK0017  ______________________________________________________________________
 FK0017  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 FK0017  DYNAMIC HEIGHT  -        449.249 (meters)     1473.91  (feet) COMP
 FK0017  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 FK0017
 FK0017  VERT ORDER      -  FIRST     CLASS II
 FK0017
 FK0017.The horizontal coordinates were scaled from a map and have
 FK0017.an estimated accuracy of +/- 6 seconds.
 FK0017
 FK0017.The orthometric height was determined by differential leveling and
 FK0017.adjusted by the NATIONAL GEODETIC SURVEY
 FK0017.in June 1991.
 FK0017
 FK0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0017.GEOID18 height accuracy estimate available here.
 FK0017
 FK0017.Click photographs - Photos may exist for this station.
 FK0017
 FK0017.The dynamic height is computed by dividing the NAVD 88
 FK0017.geopotential number by the normal gravity value computed on the
 FK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0017.degrees latitude (g = 980.6199 gals.).
 FK0017
 FK0017.The modeled gravity was interpolated from observed gravity values.
 FK0017
 FK0017;                    North         East    Units  Estimated Accuracy
 FK0017;SPC OK N     -    70,950.      575,400.      MT  (+/- 180 meters Scaled)
 FK0017
 FK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE659441(NAD 83)
 FK0017
 FK0017                          SUPERSEDED SURVEY CONTROL
 FK0017
 FK0017  NGVD 29 (??/??/92)  449.496  (m)         1474.72   (f) ADJ UNCH    1 2
 FK0017
 FK0017.Superseded values are not recommended for survey control.
 FK0017
 FK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0017.See file dsdata.pdf to determine how the superseded data were derived.
 FK0017
 FK0017_MARKER: DB = BENCH MARK DISK
 FK0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0017_STAMPING: R 171 1953
 FK0017_MARK LOGO: CGS
 FK0017_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0017+STABILITY: SURFACE MOTION
 FK0017
 FK0017  HISTORY     - Date     Condition        Report By
 FK0017  HISTORY     - 1953     MONUMENTED       CGS
 FK0017  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0017
 FK0017                          STATION DESCRIPTION
 FK0017
 FK0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0017'2.9 MI E FROM GEARY.
 FK0017'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0017'RAILROAD FROM THE STATION AT GEARY, 19.2 FEET WEST OF MILEPOST
 FK0017'532, 45.6 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET NORTH OF A
 FK0017'FENCE, 3.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FK0017'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FK0017
 FK0017                          STATION RECOVERY (1976)
 FK0017
 FK0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0017'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0038 ***********************************************************************
 FK0038  DESIGNATION -  R 172
 FK0038  PID         -  FK0038
 FK0038  STATE/COUNTY-  OK/CADDO
 FK0038  COUNTRY     -  US
 FK0038  USGS QUAD   -  BRIDGEPORT (2018)
 FK0038
 FK0038                         *CURRENT SURVEY CONTROL
 FK0038  ______________________________________________________________________
 FK0038* NAD 83(1986) POSITION- 35 33 02.     (N) 098 28 33.     (W)   SCALED
 FK0038* NAVD 88 ORTHO HEIGHT -   435.756 (meters)     1429.64  (feet) ADJUSTED
 FK0038  ______________________________________________________________________
 FK0038  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 FK0038  DYNAMIC HEIGHT  -        435.323 (meters)     1428.22  (feet) COMP
 FK0038  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 FK0038
 FK0038  VERT ORDER      -  FIRST     CLASS II
 FK0038
 FK0038.The horizontal coordinates were scaled from a map and have
 FK0038.an estimated accuracy of +/- 6 seconds.
 FK0038
 FK0038.The orthometric height was determined by differential leveling and
 FK0038.adjusted by the NATIONAL GEODETIC SURVEY
 FK0038.in June 1991.
 FK0038
 FK0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0038.GEOID18 height accuracy estimate available here.
 FK0038
 FK0038.Click photographs - Photos may exist for this station.
 FK0038
 FK0038.The dynamic height is computed by dividing the NAVD 88
 FK0038.geopotential number by the normal gravity value computed on the
 FK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0038.degrees latitude (g = 980.6199 gals.).
 FK0038
 FK0038.The modeled gravity was interpolated from observed gravity values.
 FK0038
 FK0038;                    North         East    Units  Estimated Accuracy
 FK0038;SPC OK S     -   246,060.      556,850.      MT  (+/- 180 meters Scaled)
 FK0038
 FK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE475342(NAD 83)
 FK0038
 FK0038                          SUPERSEDED SURVEY CONTROL
 FK0038
 FK0038  NGVD 29 (??/??/92)  435.563  (m)         1429.01   (f) ADJ UNCH    1 2
 FK0038
 FK0038.Superseded values are not recommended for survey control.
 FK0038
 FK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0038.See file dsdata.pdf to determine how the superseded data were derived.
 FK0038
 FK0038_MARKER: DB = BENCH MARK DISK
 FK0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0038_SP_SET: PIER
 FK0038_STAMPING: R 172 1953
 FK0038_MARK LOGO: CGS
 FK0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0038
 FK0038  HISTORY     - Date     Condition        Report By
 FK0038  HISTORY     - 1953     MONUMENTED       CGS
 FK0038
 FK0038                          STATION DESCRIPTION
 FK0038
 FK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0038'5.2 MI W FROM BRIDGEPORT.
 FK0038'5.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0038'FROM THE STATION AT BRIDGEPORT, 9.2 FEET NORTH OF THE NORTH
 FK0038'RAIL, 5.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 FK0038'NORTH END OF THE WEST CONCRETE PIER OF STEEL BRIDGE 5485 OVER
 FK0038'DEER CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0269 ***********************************************************************
 FK0269  DESIGNATION -  R 173
 FK0269  PID         -  FK0269
 FK0269  STATE/COUNTY-  OK/CUSTER
 FK0269  COUNTRY     -  US
 FK0269  USGS QUAD   -  CLINTON (2018)
 FK0269
 FK0269                         *CURRENT SURVEY CONTROL
 FK0269  ______________________________________________________________________
 FK0269* NAD 83(1986) POSITION- 35 34 20.     (N) 098 57 52.     (W)   SCALED
 FK0269* NAVD 88 ORTHO HEIGHT -   505.693 (meters)     1659.09  (feet) POSTED
 FK0269  ______________________________________________________________________
 FK0269  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 FK0269  DYNAMIC HEIGHT  -        505.19  (meters)     1657.4   (feet) COMP
 FK0269  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 FK0269
 FK0269  VERT ORDER      -  * POSTED, SEE BELOW
 FK0269
 FK0269.The horizontal coordinates were scaled from a map and have
 FK0269.an estimated accuracy of +/- 6 seconds.
 FK0269
 FK0269.The orthometric height was determined by differential leveling
 FK0269.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0269
 FK0269.* This is a POSTED BENCH MARK height.
 FK0269
 FK0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0269.GEOID18 height accuracy estimate available here.
 FK0269
 FK0269.Click photographs - Photos may exist for this station.
 FK0269
 FK0269.The dynamic height is computed by dividing the NAVD 88
 FK0269.geopotential number by the normal gravity value computed on the
 FK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0269.degrees latitude (g = 980.6199 gals.).
 FK0269
 FK0269.The modeled gravity was interpolated from observed gravity values.
 FK0269
 FK0269;                    North         East    Units  Estimated Accuracy
 FK0269;SPC OK N     -    63,920.      512,580.      MT  (+/- 180 meters Scaled)
 FK0269
 FK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE032365(NAD 83)
 FK0269
 FK0269                          SUPERSEDED SURVEY CONTROL
 FK0269
 FK0269  NGVD 29 (??/??/92)  505.490  (m)         1658.43   (f) ADJ UNCH    1 2
 FK0269
 FK0269.Superseded values are not recommended for survey control.
 FK0269
 FK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0269.See file dsdata.pdf to determine how the superseded data were derived.
 FK0269
 FK0269_MARKER: DB = BENCH MARK DISK
 FK0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0269_STAMPING: R 173 1953
 FK0269_MARK LOGO: CGS
 FK0269_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0269+STABILITY: SURFACE MOTION
 FK0269
 FK0269  HISTORY     - Date     Condition        Report By
 FK0269  HISTORY     - 1953     MONUMENTED       CGS
 FK0269  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0269
 FK0269                          STATION DESCRIPTION
 FK0269
 FK0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0269'0.6 MI S FROM ARAPAHO.
 FK0269'0.1 MILE SOUTH ALONG AN OILED ROAD FROM THE COURTHOUSE AT ARAPAHO,
 FK0269'THENCE 0.2 MILE WEST ALONG AN OILED ROAD, THENCE 0.35 MILE
 FK0269'SOUTH ALONG U.S. HIGHWAY 83, 300 FEET SOUTH OF THE CENTER LINE
 FK0269'OF A DRIVEWAY LEADING EAST TO A FARMHOUSE, 51 FEET EAST OF THE
 FK0269'CENTER LINE OF THE HIGHWAY, 2.6 FEET WEST OF A FENCE 3 FEET
 FK0269'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0269'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FK0269
 FK0269                          STATION RECOVERY (1981)
 FK0269
 FK0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0323 ***********************************************************************
 FK0323  DESIGNATION -  R 174
 FK0323  PID         -  FK0323
 FK0323  STATE/COUNTY-  OK/WASHITA
 FK0323  COUNTRY     -  US
 FK0323  USGS QUAD   -  CANUTE (2018)
 FK0323
 FK0323                         *CURRENT SURVEY CONTROL
 FK0323  ______________________________________________________________________
 FK0323* NAD 83(1986) POSITION- 35 24 59.     (N) 099 17 36.     (W)   SCALED
 FK0323* NAVD 88 ORTHO HEIGHT -   592.636 (meters)     1944.34  (feet) ADJUSTED
 FK0323  ______________________________________________________________________
 FK0323  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 FK0323  DYNAMIC HEIGHT  -        592.023 (meters)     1942.33  (feet) COMP
 FK0323  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 FK0323
 FK0323  VERT ORDER      -  FIRST     CLASS II
 FK0323
 FK0323.The horizontal coordinates were scaled from a map and have
 FK0323.an estimated accuracy of +/- 6 seconds.
 FK0323
 FK0323.The orthometric height was determined by differential leveling and
 FK0323.adjusted by the NATIONAL GEODETIC SURVEY
 FK0323.in June 1991.
 FK0323
 FK0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0323.GEOID18 height accuracy estimate available here.
 FK0323
 FK0323.Click photographs - Photos may exist for this station.
 FK0323
 FK0323.The dynamic height is computed by dividing the NAVD 88
 FK0323.geopotential number by the normal gravity value computed on the
 FK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0323.degrees latitude (g = 980.6199 gals.).
 FK0323
 FK0323.The modeled gravity was interpolated from observed gravity values.
 FK0323
 FK0323;                    North         East    Units  Estimated Accuracy
 FK0323;SPC OK S     -   231,820.      482,530.      MT  (+/- 180 meters Scaled)
 FK0323
 FK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME733192(NAD 83)
 FK0323
 FK0323                          SUPERSEDED SURVEY CONTROL
 FK0323
 FK0323  NGVD 29 (??/??/92)  592.389  (m)         1943.53   (f) ADJ UNCH    1 2
 FK0323
 FK0323.Superseded values are not recommended for survey control.
 FK0323
 FK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0323.See file dsdata.pdf to determine how the superseded data were derived.
 FK0323
 FK0323_MARKER: DB = BENCH MARK DISK
 FK0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0323_STAMPING: R 174 1953
 FK0323_MARK LOGO: CGS
 FK0323_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0323+STABILITY: SURFACE MOTION
 FK0323
 FK0323  HISTORY     - Date     Condition        Report By
 FK0323  HISTORY     - 1953     MONUMENTED       CGS
 FK0323
 FK0323                          STATION DESCRIPTION
 FK0323
 FK0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0323'0.7 MI SW FROM CANUTE.
 FK0323'0.7 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0323'RAILROAD FROM THE STATION AT CANUTE, 65 FEET WEST OF THE CENTER
 FK0323'OF A GRAVELED ROAD CROSSING, 42.4 FEET NORTHWEST OF THE NORTHWEST
 FK0323'RAIL, 4.6 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A
 FK0323'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0323'0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0403 ***********************************************************************
 FK0403  CBN         -  This is a Cooperative Base Network Control Station.
 FK0403  DESIGNATION -  R 175
 FK0403  PID         -  FK0403
 FK0403  STATE/COUNTY-  OK/BECKHAM
 FK0403  COUNTRY     -  US
 FK0403  USGS QUAD   -  DOXEY (2018)
 FK0403
 FK0403                         *CURRENT SURVEY CONTROL
 FK0403  ______________________________________________________________________
 FK0403* NAD 83(2011) POSITION- 35 18 23.60289(N) 099 36 10.62560(W)   ADJUSTED
 FK0403* NAD 83(2011) ELLIP HT-   537.159 (meters)        (06/27/12)   ADJUSTED
 FK0403* NAD 83(2011) EPOCH   -  2010.00
 FK0403* NAVD 88 ORTHO HEIGHT -   564.047 (meters)     1850.54  (feet) ADJUSTED
 FK0403  ______________________________________________________________________
 FK0403  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 FK0403  NAD 83(2011) X  -   -869,343.863 (meters)                     COMP
 FK0403  NAD 83(2011) Y  - -5,138,259.805 (meters)                     COMP
 FK0403  NAD 83(2011) Z  -  3,665,984.730 (meters)                     COMP
 FK0403  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 FK0403  DYNAMIC HEIGHT  -        563.461 (meters)     1848.62  (feet) COMP
 FK0403  MODELED GRAVITY -    979,576.9   (mgal)                       NAVD 88
 FK0403
 FK0403  VERT ORDER      -  FIRST     CLASS II
 FK0403
 FK0403  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0403  Standards:
 FK0403         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0403            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0403  -------------------------------------------------------------------
 FK0403  NETWORK    1.81   3.57           0.79   0.68   1.82      0.02858910
 FK0403  -------------------------------------------------------------------
 FK0403  Click here for local accuracies and other accuracy information.
 FK0403
 FK0403.The horizontal coordinates were established by GPS observations
 FK0403.and adjusted by the National Geodetic Survey in June 2012.
 FK0403
 FK0403.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0403.been affixed to the stable North American tectonic plate. See 
 FK0403.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0403
 FK0403.The horizontal coordinates are valid at the epoch date displayed above
 FK0403.which is a decimal equivalence of Year/Month/Day.
 FK0403
 FK0403.The orthometric height was determined by differential leveling and
 FK0403.adjusted by the NATIONAL GEODETIC SURVEY
 FK0403.in June 1991.
 FK0403
 FK0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0403.GEOID18 height accuracy estimate available here.
 FK0403
 FK0403.Click photographs - Photos may exist for this station.
 FK0403
 FK0403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0403
 FK0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0403
 FK0403.The ellipsoidal height was determined by GPS observations
 FK0403.and is referenced to NAD 83.
 FK0403
 FK0403.The dynamic height is computed by dividing the NAVD 88
 FK0403.geopotential number by the normal gravity value computed on the
 FK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0403.degrees latitude (g = 980.6199 gals.).
 FK0403
 FK0403.The modeled gravity was interpolated from observed gravity values.
 FK0403
 FK0403. The following values were computed from the NAD 83(2011) position.
 FK0403
 FK0403;                    North         East     Units Scale Factor Converg.
 FK0403;SPC OK S     -   220,042.657   454,221.226   MT  1.00001529   -0 54 35.5
 FK0403;SPC OK S     -   721,923.28  1,490,224.14   sFT  1.00001529   -0 54 35.5
 FK0403;UTM  14      - 3,907,206.557   445,185.323   MT  0.99963703   -0 20 54.5
 FK0403
 FK0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0403!SPC OK S     -   0.99991569  x   1.00001529  =   0.99993098
 FK0403!UTM  14      -   0.99991569  x   0.99963703  =   0.99955275
 FK0403
 FK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4518507206(NAD 83)
 FK0403
 FK0403                          SUPERSEDED SURVEY CONTROL
 FK0403
 FK0403  NAD 83(2007)-  35 18 23.60291(N)    099 36 10.62637(W) AD(2002.00) 0
 FK0403  ELLIP H (02/10/07)  537.179  (m)                       GP(2002.00)    
 FK0403  ELLIP H (10/24/00)  537.180  (m)                       GP(       ) 4 2
 FK0403  NAD 83(1993)-  35 18 23.60281(N)    099 36 10.62586(W) AD(       ) B
 FK0403  ELLIP H (05/09/94)  537.209  (m)                       GP(       ) 4 2
 FK0403  NAD 83(1986)-  35 18 23.61710(N)    099 36 10.62494(W) AD(       ) 2
 FK0403  NAVD 88             564.05   (m)         1850.6    (f) LEVELING    3  
 FK0403  NGVD 29 (??/??/92)  563.811  (m)         1849.77   (f) ADJ UNCH    1 2
 FK0403  NGVD 29 (11/30/89)  564.     (m)  RAPSU86  model used  GPS OBS        
 FK0403
 FK0403.Superseded values are not recommended for survey control.
 FK0403
 FK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0403.See file dsdata.pdf to determine how the superseded data were derived.
 FK0403
 FK0403_MARKER: DB = BENCH MARK DISK
 FK0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0403_STAMPING: R 175 1953
 FK0403_MARK LOGO: CGS
 FK0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0403+STABILITY: SURFACE MOTION
 FK0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0403+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 FK0403
 FK0403  HISTORY     - Date     Condition        Report By
 FK0403  HISTORY     - 1953     MONUMENTED       CGS
 FK0403  HISTORY     - 19890301 GOOD             NGS
 FK0403  HISTORY     - 19930410 GOOD             NGS
 FK0403  HISTORY     - 20040428 GOOD             INDIV
 FK0403
 FK0403                          STATION DESCRIPTION
 FK0403
 FK0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0403'2.4 MI NE FROM SAYRE.
 FK0403'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0403'RAILROAD FROM THE STATION AT SAYRE, 89 FEET EAST OF MILEPOST
 FK0403'624, 9 1/2 RAILS NORTHEAST OF GRAVELED ROAD CROSSING, 45.3 FEET
 FK0403'SOUTHEAST OF THE SOUTHEAST RAIL, 12 FEET NORTHWEST OF THE CENTER
 FK0403'LINE OF A TRACK ROAD, 2 FEET NORTHWEST OF A FENCE, 2.5 FEET
 FK0403'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0403'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0403
 FK0403                          STATION RECOVERY (1989)
 FK0403
 FK0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0403'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0403'FOLLOWS.
 FK0403'THE STATION IS LOCATED ABOUT 21.5 KM (13.35 MI) SOUTHWEST OF ELK CITY,
 FK0403'3.2 KM (2.00 MI) NORTHEAST OF SAYRE, AND 1.1 KM (0.70 MI) EAST OF
 FK0403'INTERSTATE HIGHWAY 40.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FK0403'TO REACH THE STATION FROM THE POST OFFICE IN SAYRE, GO NORTH ON U.S.
 FK0403'HIGHWAY 283 FOR 1.5 KM (0.95 MI) TO BENTON AVENUE ON THE RIGHT.  TURN
 FK0403'RIGHT AND GO EAST ON BENTON AVENUE AND PAVED ROAD FOR 3.3 KM
 FK0403'(2.05 MI) TO A TRACK ROAD ON THE LEFT, JUST AFTER CROSSING THE
 FK0403'FARMRAIL RAILROAD TRACKS.  TURN LEFT AND GO NORTHEAST ON TRACK ROAD
 FK0403'AND RAIL FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 FK0403'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FK0403'CONCRETE POST THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 103.1 M
 FK0403'(338.3 FT) NORTHEAST OF THE CENTER OF THE ROAD AND RAILROAD JUNCTION,
 FK0403'13.7 M (44.9 FT) SOUTHEAST OF THE NEAR RAIL, 0.5 M (1.6 FT) NORTHWEST
 FK0403'OF A FENCE, AND 1.0 M (3.3 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 FK0403'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FK0403
 FK0403                          STATION RECOVERY (1993)
 FK0403
 FK0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FK0403'STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF SAYRE, NEAR THE
 FK0403'CROSSING OF A PAVED ROAD AND A RAILROAD TRACK, ON RAILROAD
 FK0403'RIGHT-OF-WAY, ADJACENT TO A PASTURE FENCE.  OWNERSHIP--CHICAGO AND
 FK0403'ROCK ISLAND RAILROAD.
 FK0403'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40,
 FK0403'40 BUSINESS, AND US HIGHWAY 283 (EXIT 20), JUST SOUTH OF SAYRE, GO
 FK0403'NORTH ON HIGHWAYS 40 BUSINESS AND 283 FOR 3.41 KM (2.10 MI) TO A
 FK0403'RAILROAD CROSSING AND POST OFFICE ON THE LEFT.  CONTINUE AHEAD FOR
 FK0403'1.42 KM (0.90 MI) TO A CROSS STREET.  TURN RIGHT, EAST, ON BENTON
 FK0403'AVENUE FOR 3.34 KM (2.05 MI) TO A TRACK ROAD LEFT AFTER CROSSING
 FK0403'RAILROAD TRACK.  TURN LEFT, NORTHEAST, ON TRACK ROAD FOR 0.10 KM
 FK0403'(0.05 MI) TO THE STATION ON THE RIGHT.
 FK0403'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 FK0403'PROJECTING 5 CM ABOVE GROUND.  IT IS 103 M (337.9 FT) NORTHEAST OF
 FK0403'THE ROAD CENTER, 13.7 M (44.9 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF
 FK0403'TRACK, 1.0 M (3.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 0.6
 FK0403'M (2.0 FT) NORTHWEST OF THE PASTURE FENCE.
 FK0403
 FK0403                          STATION RECOVERY (2004)
 FK0403
 FK0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JL)
 FK0403'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0420 ***********************************************************************
 FK0420  DESIGNATION -  R 176
 FK0420  PID         -  FK0420
 FK0420  STATE/COUNTY-  OK/BECKHAM
 FK0420  COUNTRY     -  US
 FK0420  USGS QUAD   -  ERICK (2018)
 FK0420
 FK0420                         *CURRENT SURVEY CONTROL
 FK0420  ______________________________________________________________________
 FK0420* NAD 83(1986) POSITION- 35 13 55.     (N) 099 47 28.     (W)   SCALED
 FK0420* NAVD 88 ORTHO HEIGHT -   604.763 (meters)     1984.13  (feet) ADJUSTED
 FK0420  ______________________________________________________________________
 FK0420  GEOID HEIGHT    -        -26.437 (meters)                     GEOID18
 FK0420  DYNAMIC HEIGHT  -        604.146 (meters)     1982.10  (feet) COMP
 FK0420  MODELED GRAVITY -    979,593.9   (mgal)                       NAVD 88
 FK0420
 FK0420  VERT ORDER      -  FIRST     CLASS II
 FK0420
 FK0420.The horizontal coordinates were scaled from a map and have
 FK0420.an estimated accuracy of +/- 6 seconds.
 FK0420
 FK0420.The orthometric height was determined by differential leveling and
 FK0420.adjusted by the NATIONAL GEODETIC SURVEY
 FK0420.in June 1991.
 FK0420
 FK0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0420.GEOID18 height accuracy estimate available here.
 FK0420
 FK0420.Click photographs - Photos may exist for this station.
 FK0420
 FK0420.The dynamic height is computed by dividing the NAVD 88
 FK0420.geopotential number by the normal gravity value computed on the
 FK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0420.degrees latitude (g = 980.6199 gals.).
 FK0420
 FK0420.The modeled gravity was interpolated from observed gravity values.
 FK0420
 FK0420;                    North         East    Units  Estimated Accuracy
 FK0420;SPC OK S     -   212,050.      436,960.      MT  (+/- 180 meters Scaled)
 FK0420
 FK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD280990(NAD 83)
 FK0420
 FK0420                          SUPERSEDED SURVEY CONTROL
 FK0420
 FK0420  NGVD 29 (??/??/92)  604.538  (m)         1983.39   (f) ADJ UNCH    1 2
 FK0420
 FK0420.Superseded values are not recommended for survey control.
 FK0420
 FK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0420.See file dsdata.pdf to determine how the superseded data were derived.
 FK0420
 FK0420_MARKER: DB = BENCH MARK DISK
 FK0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0420_STAMPING: R 176 1953
 FK0420_MARK LOGO: CGS
 FK0420_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0420+STABILITY: SURFACE MOTION
 FK0420
 FK0420  HISTORY     - Date     Condition        Report By
 FK0420  HISTORY     - 1953     MONUMENTED       CGS
 FK0420  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0420
 FK0420                          STATION DESCRIPTION
 FK0420
 FK0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0420'4.4 MI NE FROM ERICK.
 FK0420'4.35 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0420'RAILROAD FROM THE STATION AT ERICK, 0.25 MILE SOUTHWEST OF A
 FK0420'DIRT ROAD CROSSING, 26.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FK0420'61 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 66, 68
 FK0420'FEET SOUTHWEST OF A WHISTLE SIGN, 2.6 FEET SOUTHWEST OF A WITNESS
 FK0420'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 FK0420'FOOT ABOVE THE GROUND.
 FK0420
 FK0420                          STATION RECOVERY (1987)
 FK0420
 FK0420'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0518 ***********************************************************************
 GH0518  DESIGNATION -  R 180
 GH0518  PID         -  GH0518
 GH0518  STATE/COUNTY-  OK/GRANT
 GH0518  COUNTRY     -  US
 GH0518  USGS QUAD   -  WAKITA (2018)
 GH0518
 GH0518                         *CURRENT SURVEY CONTROL
 GH0518  ______________________________________________________________________
 GH0518* NAD 83(1986) POSITION- 36 52 48.     (N) 097 54 33.     (W)   SCALED
 GH0518* NAVD 88 ORTHO HEIGHT -   350.982 (meters)     1151.51  (feet) ADJUSTED
 GH0518  ______________________________________________________________________
 GH0518  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 GH0518  DYNAMIC HEIGHT  -        350.692 (meters)     1150.56  (feet) COMP
 GH0518  MODELED GRAVITY -    979,794.3   (mgal)                       NAVD 88
 GH0518
 GH0518  VERT ORDER      -  FIRST     CLASS II
 GH0518
 GH0518.The horizontal coordinates were scaled from a map and have
 GH0518.an estimated accuracy of +/- 6 seconds.
 GH0518
 GH0518.The orthometric height was determined by differential leveling and
 GH0518.adjusted by the NATIONAL GEODETIC SURVEY
 GH0518.in June 1991.
 GH0518
 GH0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0518.GEOID18 height accuracy estimate available here.
 GH0518
 GH0518.Click photographs - Photos may exist for this station.
 GH0518
 GH0518.The dynamic height is computed by dividing the NAVD 88
 GH0518.geopotential number by the normal gravity value computed on the
 GH0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0518.degrees latitude (g = 980.6199 gals.).
 GH0518
 GH0518.The modeled gravity was interpolated from observed gravity values.
 GH0518
 GH0518;                    North         East    Units  Estimated Accuracy
 GH0518;SPC OK N     -   208,600.      608,100.      MT  (+/- 180 meters Scaled)
 GH0518
 GH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF972821(NAD 83)
 GH0518
 GH0518                          SUPERSEDED SURVEY CONTROL
 GH0518
 GH0518  NGVD 29 (??/??/92)  350.870  (m)         1151.15   (f) ADJ UNCH    1 2
 GH0518
 GH0518.Superseded values are not recommended for survey control.
 GH0518
 GH0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0518.See file dsdata.pdf to determine how the superseded data were derived.
 GH0518
 GH0518_MARKER: DB = BENCH MARK DISK
 GH0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0518_STAMPING: R 180 1953
 GH0518_MARK LOGO: CGS
 GH0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0518+STABILITY: SURFACE MOTION
 GH0518
 GH0518  HISTORY     - Date     Condition        Report By
 GH0518  HISTORY     - 1953     MONUMENTED       CGS
 GH0518  HISTORY     - 1985     GOOD             NGS
 GH0518
 GH0518                          STATION DESCRIPTION
 GH0518
 GH0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0518'0.8 MI SE FROM WAKITA.
 GH0518'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0518'RAILROAD FROM THE STATION AT WAKITA, 5 POLES SOUTHEAST OF A
 GH0518'ROAD CROSSING, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27 FEET
 GH0518'SOUTHEAST OF THE CENTER OF A STEEL GATE, 4 FEET SOUTHWEST OF
 GH0518'A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 3 FEET SOUTHEAST
 GH0518'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0518'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0518
 GH0518                          STATION RECOVERY (1985)
 GH0518
 GH0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0492 ***********************************************************************
 GH0492  DESIGNATION -  R 181
 GH0492  PID         -  GH0492
 GH0492  STATE/COUNTY-  OK/GRANT
 GH0492  COUNTRY     -  US
 GH0492  USGS QUAD   -  POND CREEK (2018)
 GH0492
 GH0492                         *CURRENT SURVEY CONTROL
 GH0492  ______________________________________________________________________
 GH0492* NAD 83(1986) POSITION- 36 40 43.     (N) 097 48 00.     (W)   SCALED
 GH0492* NAVD 88 ORTHO HEIGHT -   317.699 (meters)     1042.32  (feet) ADJUSTED
 GH0492  ______________________________________________________________________
 GH0492  GEOID HEIGHT    -        -27.984 (meters)                     GEOID18
 GH0492  DYNAMIC HEIGHT  -        317.431 (meters)     1041.44  (feet) COMP
 GH0492  MODELED GRAVITY -    979,779.6   (mgal)                       NAVD 88
 GH0492
 GH0492  VERT ORDER      -  FIRST     CLASS II
 GH0492
 GH0492.The horizontal coordinates were scaled from a map and have
 GH0492.an estimated accuracy of +/- 6 seconds.
 GH0492
 GH0492.The orthometric height was determined by differential leveling and
 GH0492.adjusted by the NATIONAL GEODETIC SURVEY
 GH0492.in June 1991.
 GH0492
 GH0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0492.GEOID18 height accuracy estimate available here.
 GH0492
 GH0492.Click photographs - Photos may exist for this station.
 GH0492
 GH0492.The dynamic height is computed by dividing the NAVD 88
 GH0492.geopotential number by the normal gravity value computed on the
 GH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0492.degrees latitude (g = 980.6199 gals.).
 GH0492
 GH0492.The modeled gravity was interpolated from observed gravity values.
 GH0492
 GH0492;                    North         East    Units  Estimated Accuracy
 GH0492;SPC OK N     -   186,270.      617,880.      MT  (+/- 180 meters Scaled)
 GH0492
 GH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF072598(NAD 83)
 GH0492
 GH0492                          SUPERSEDED SURVEY CONTROL
 GH0492
 GH0492  NGVD 29 (??/??/92)  317.602  (m)         1042.00   (f) SUPERSEDED  1 2
 GH0492  NGVD 29 (04/22/92)  317.550  (m)         1041.83   (f) ADJUSTED    1 2
 GH0492
 GH0492.Superseded values are not recommended for survey control.
 GH0492
 GH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0492.See file dsdata.pdf to determine how the superseded data were derived.
 GH0492
 GH0492_MARKER: DB = BENCH MARK DISK
 GH0492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0492_SP_SET: RAILROAD BRIDGE HEADWALL
 GH0492_STAMPING: R 181 1953
 GH0492_MARK LOGO: CGS
 GH0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0492+STABILITY: SURFACE MOTION
 GH0492
 GH0492  HISTORY     - Date     Condition        Report By
 GH0492  HISTORY     - 1953     MONUMENTED       CGS
 GH0492  HISTORY     - 1985     GOOD             NGS
 GH0492
 GH0492                          STATION DESCRIPTION
 GH0492
 GH0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0492'0.8 MI N FROM POND CREEK.
 GH0492'0.8 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0492'RAILROAD FROM THE STATION AT POND CREEK, 4 POLES SOUTH OF A
 GH0492'ROAD CROSSING, 4.8 FEET WEST OF THE WEST RAIL, SET IN THE TOP
 GH0492'OF THE NORTH END OF THE WEST HEADWALL OF A SMALL CONCRETE BRIDGE.
 GH0492
 GH0492                          STATION RECOVERY (1985)
 GH0492
 GH0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0492'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.48 KM (0.3
 GH0492'MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN PONDCREEK, THENCE
 GH0492'1.37 KM (0.85 MI) NORTH ALONG US HIGHWAY 81, THENCE 0.4 KM (0.25 MI)
 GH0492'EAST ALONG A GRAVEL ROAD, THENCE 0.16 KM (0.1 MI) SOUTH-SOUTHWEST
 GH0492'ALONG THE CHICAGO AND ROCK ISLAND RAILROAD, IN TOP OF THE NORTH END OF
 GH0492'THE WEST HEADWALL OF A SMALL RAILROAD BRIDGE, 2.4 METERS (8 FT) WEST
 GH0492'OF THE WEST RAIL.
 GH0492'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0425 ***********************************************************************
 GH0425  DESIGNATION -  R 182
 GH0425  PID         -  GH0425
 GH0425  STATE/COUNTY-  OK/GARFIELD
 GH0425  COUNTRY     -  US
 GH0425  USGS QUAD   -  ENID EAST (2018)
 GH0425
 GH0425                         *CURRENT SURVEY CONTROL
 GH0425  ______________________________________________________________________
 GH0425* NAD 83(1986) POSITION- 36 27 00.     (N) 097 52 13.     (W)   SCALED
 GH0425* NAVD 88 ORTHO HEIGHT -   390.871 (meters)     1282.38  (feet) ADJUSTED
 GH0425  ______________________________________________________________________
 GH0425  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 GH0425  DYNAMIC HEIGHT  -        390.530 (meters)     1281.26  (feet) COMP
 GH0425  MODELED GRAVITY -    979,746.6   (mgal)                       NAVD 88
 GH0425
 GH0425  VERT ORDER      -  FIRST     CLASS II
 GH0425
 GH0425.The horizontal coordinates were scaled from a map and have
 GH0425.an estimated accuracy of +/- 6 seconds.
 GH0425
 GH0425.The orthometric height was determined by differential leveling and
 GH0425.adjusted by the NATIONAL GEODETIC SURVEY
 GH0425.in June 1991.
 GH0425
 GH0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0425.GEOID18 height accuracy estimate available here.
 GH0425
 GH0425.Click photographs - Photos may exist for this station.
 GH0425
 GH0425.The dynamic height is computed by dividing the NAVD 88
 GH0425.geopotential number by the normal gravity value computed on the
 GH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0425.degrees latitude (g = 980.6199 gals.).
 GH0425
 GH0425.The modeled gravity was interpolated from observed gravity values.
 GH0425
 GH0425;                    North         East    Units  Estimated Accuracy
 GH0425;SPC OK N     -   160,890.      611,630.      MT  (+/- 180 meters Scaled)
 GH0425
 GH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF012344(NAD 83)
 GH0425
 GH0425                          SUPERSEDED SURVEY CONTROL
 GH0425
 GH0425  NGVD 29 (??/??/92)  390.726  (m)         1281.91   (f) ADJ UNCH    1 2
 GH0425
 GH0425.Superseded values are not recommended for survey control.
 GH0425
 GH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0425.See file dsdata.pdf to determine how the superseded data were derived.
 GH0425
 GH0425_MARKER: DB = BENCH MARK DISK
 GH0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0425_STAMPING: R 182 1953
 GH0425_MARK LOGO: CGS
 GH0425_PROJECTION: PROJECTING 9 CENTIMETERS
 GH0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0425+STABILITY: SURFACE MOTION
 GH0425
 GH0425  HISTORY     - Date     Condition        Report By
 GH0425  HISTORY     - 1953     MONUMENTED       CGS
 GH0425
 GH0425                          STATION DESCRIPTION
 GH0425
 GH0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0425'4.3 MI N FROM ENID.
 GH0425'4.3 MILES NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 GH0425'ENID, 83 YARDS NORTH OF THE NORTHEAST CORNER OF A HANGAR AT THE
 GH0425'NORTH AIRPORT, AT THE 4TH FENCE POST EAST OF A FENCE CORNER, ON
 GH0425'THE EXTENDED CENTER LINE OF A PROPOSED RUNWAY, 2 FEET SOUTH OF
 GH0425'AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0425'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0385 ***********************************************************************
 GH0385  DESIGNATION -  R 183
 GH0385  PID         -  GH0385
 GH0385  STATE/COUNTY-  OK/GARFIELD
 GH0385  COUNTRY     -  US
 GH0385  USGS QUAD   -  BISON (2018)
 GH0385
 GH0385                         *CURRENT SURVEY CONTROL
 GH0385  ______________________________________________________________________
 GH0385* NAD 83(1986) POSITION- 36 11 45.     (N) 097 53 19.     (W)   SCALED
 GH0385* NAVD 88 ORTHO HEIGHT -   380.162 (meters)     1247.25  (feet) ADJUSTED
 GH0385  ______________________________________________________________________
 GH0385  GEOID HEIGHT    -        -27.599 (meters)                     GEOID18
 GH0385  DYNAMIC HEIGHT  -        379.822 (meters)     1246.13  (feet) COMP
 GH0385  MODELED GRAVITY -    979,728.4   (mgal)                       NAVD 88
 GH0385
 GH0385  VERT ORDER      -  FIRST     CLASS II
 GH0385
 GH0385.The horizontal coordinates were scaled from a map and have
 GH0385.an estimated accuracy of +/- 6 seconds.
 GH0385
 GH0385.The orthometric height was determined by differential leveling and
 GH0385.adjusted by the NATIONAL GEODETIC SURVEY
 GH0385.in June 1991.
 GH0385
 GH0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0385.GEOID18 height accuracy estimate available here.
 GH0385
 GH0385.Click photographs - Photos may exist for this station.
 GH0385
 GH0385.The dynamic height is computed by dividing the NAVD 88
 GH0385.geopotential number by the normal gravity value computed on the
 GH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0385.degrees latitude (g = 980.6199 gals.).
 GH0385
 GH0385.The modeled gravity was interpolated from observed gravity values.
 GH0385
 GH0385;                    North         East    Units  Estimated Accuracy
 GH0385;SPC OK N     -   132,690.      610,020.      MT  (+/- 180 meters Scaled)
 GH0385
 GH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF999062(NAD 83)
 GH0385
 GH0385                          SUPERSEDED SURVEY CONTROL
 GH0385
 GH0385  NGVD 29 (??/??/92)  380.030  (m)         1246.82   (f) SUPERSEDED  1 2
 GH0385  NGVD 29 (04/22/92)  379.987  (m)         1246.67   (f) ADJUSTED    1 2
 GH0385
 GH0385.Superseded values are not recommended for survey control.
 GH0385
 GH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0385.See file dsdata.pdf to determine how the superseded data were derived.
 GH0385
 GH0385_MARKER: DB = BENCH MARK DISK
 GH0385_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0385+WITH SETTING: PAVEMENT
 GH0385_SP_SET: CONCRETE FOUNDATION
 GH0385_STAMPING: R 183 1953
 GH0385_MARK LOGO: CGS
 GH0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0385+STABILITY: SURFACE MOTION
 GH0385
 GH0385  HISTORY     - Date     Condition        Report By
 GH0385  HISTORY     - 1953     MONUMENTED       CGS
 GH0385  HISTORY     - 1985     GOOD             NGS
 GH0385
 GH0385                          STATION DESCRIPTION
 GH0385
 GH0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0385'AT BISON.
 GH0385'AT BISON, 100 YARDS SOUTH OF THE SOUTH END OF THE CHICAGO, ROCK
 GH0385'ISLAND AND PACIFIC RAILROAD STATION, AT THE FARMERS CO. OP.
 GH0385'ELEVATOR, 3 FEET ABOVE THE GROUND, 4.7 FEET SOUTH OF THE NORTHEAST
 GH0385'CORNER OF THE GRAIN STORAGE BIN, SET VERTICALLY IN THE EAST
 GH0385'SIDE OF THE CONCRETE FOUNDATION OF THE BIN.
 GH0385
 GH0385                          STATION RECOVERY (1985)
 GH0385
 GH0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BISON, IN
 GH0385'THE SOUTHWEST CORNER OF THE JUNCTION OF MAIN STREET AND THE CHICAGO,
 GH0385'ROAK ISLAND AND PACIFIC RAILROAD, VERTICALLY IN THE EAST FACE AT THE
 GH0385'NORTHEAST CORNER OF A 20 BY 30 FOOT CONCRETE FOUNDATION FOR A TIN
 GH0385'GRAIN STORAGE BIN, 15.5 METERS (51 FT) SOUTH OF THE CENTER OF THE
 GH0385'STREET, 17.4 METERS (57 FT) WEST OF THE WEST RAIL OF THE MAIN TRACKS
 GH0385'AND 1.5 METERS (4.8 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 GH0385'FOUNDATION.
 GH0385'THE MARK IS 1.0 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0582 ***********************************************************************
 FJ0582  DESIGNATION -  R 184
 FJ0582  PID         -  FJ0582
 FJ0582  STATE/COUNTY-  OK/KINGFISHER
 FJ0582  COUNTRY     -  US
 FJ0582  USGS QUAD   -  DOVER (2018)
 FJ0582
 FJ0582                         *CURRENT SURVEY CONTROL
 FJ0582  ______________________________________________________________________
 FJ0582* NAD 83(1986) POSITION- 35 55 47.     (N) 097 54 57.     (W)   SCALED
 FJ0582* NAVD 88 ORTHO HEIGHT -   330.585 (meters)     1084.59  (feet) ADJUSTED
 FJ0582  ______________________________________________________________________
 FJ0582  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 FJ0582  DYNAMIC HEIGHT  -        330.286 (meters)     1083.61  (feet) COMP
 FJ0582  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 FJ0582
 FJ0582  VERT ORDER      -  FIRST     CLASS II
 FJ0582
 FJ0582.The horizontal coordinates were scaled from a map and have
 FJ0582.an estimated accuracy of +/- 6 seconds.
 FJ0582
 FJ0582.The orthometric height was determined by differential leveling and
 FJ0582.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0582.in June 1991.
 FJ0582
 FJ0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0582.GEOID18 height accuracy estimate available here.
 FJ0582
 FJ0582.Click photographs - Photos may exist for this station.
 FJ0582
 FJ0582.The dynamic height is computed by dividing the NAVD 88
 FJ0582.geopotential number by the normal gravity value computed on the
 FJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0582.degrees latitude (g = 980.6199 gals.).
 FJ0582
 FJ0582.The modeled gravity was interpolated from observed gravity values.
 FJ0582
 FJ0582;                    North         East    Units  Estimated Accuracy
 FJ0582;SPC OK N     -   103,160.      607,600.      MT  (+/- 180 meters Scaled)
 FJ0582
 FJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE978766(NAD 83)
 FJ0582
 FJ0582                          SUPERSEDED SURVEY CONTROL
 FJ0582
 FJ0582  NGVD 29 (??/??/92)  330.458  (m)         1084.18   (f) SUPERSEDED  1 2
 FJ0582  NGVD 29 (04/22/92)  330.424  (m)         1084.07   (f) ADJUSTED    1 2
 FJ0582
 FJ0582.Superseded values are not recommended for survey control.
 FJ0582
 FJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0582.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0582
 FJ0582_MARKER: DB = BENCH MARK DISK
 FJ0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0582_SP_SET: PIER BASE
 FJ0582_STAMPING: R 184 1953
 FJ0582_MARK LOGO: CGS
 FJ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0582+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2020
 FJ0582
 FJ0582  HISTORY     - Date     Condition        Report By
 FJ0582  HISTORY     - 1953     MONUMENTED       CGS
 FJ0582  HISTORY     - 1985     GOOD             NGS
 FJ0582  HISTORY     - 1989     GOOD             USPSQD
 FJ0582  HISTORY     - 20200821 GOOD             OKDOT
 FJ0582
 FJ0582                          STATION DESCRIPTION
 FJ0582
 FJ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0582'3.4 MI S FROM DOVER.
 FJ0582'3.4 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0582'RAILROAD FROM THE STATION AT DOVER, 23 FEET EAST OF THE EAST RAIL,
 FJ0582'5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END
 FJ0582'OF THE CONCRETE BASE OF THE FIRST PIER EAST OF THE RAILROAD
 FJ0582'OF THE OVERPASS OF U.S. HIGHWAY 81.
 FJ0582
 FJ0582                          STATION RECOVERY (1985)
 FJ0582
 FJ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0582'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.54 KM (4.06
 FJ0582'MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT DOVER, THENCE
 FJ0582'0.80 KM (0.50 MI) EAST ALONG A GRAVEL SECTION LINE ROAD, THENCE 0.28
 FJ0582'KM (0.17 MI) NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0582'RAILROAD, IN TOP OF THE NORTH END OF THE CONCRETE BASE OF THE FIRST
 FJ0582'PIER EAST OF THE OLD ABANDON RAILROAD HIGHWAY OVERPASS, 7.0 METERS (23
 FJ0582'FT) EAST OF THE EAST RAIL.
 FJ0582'THE MARK IS 1.5 M ABOVE THE TRACKS.
 FJ0582
 FJ0582                          STATION RECOVERY (1989)
 FJ0582
 FJ0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (AC)
 FJ0582'RECOVERED IN GOOD CONDITION.
 FJ0582
 FJ0582                          STATION RECOVERY (2020)
 FJ0582
 FJ0582'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (SR)
 FJ0582'NOT ABLE TO USE FOR STATIC DUE TO BRIDGE PIER AND DECK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0542 ***********************************************************************
 FJ0542  DESIGNATION -  R 185
 FJ0542  PID         -  FJ0542
 FJ0542  STATE/COUNTY-  OK/CANADIAN
 FJ0542  COUNTRY     -  US
 FJ0542  USGS QUAD   -  EL RENO (2018)
 FJ0542
 FJ0542                         *CURRENT SURVEY CONTROL
 FJ0542  ______________________________________________________________________
 FJ0542* NAD 83(1986) POSITION- 35 33 58.     (N) 097 58 50.     (W)   SCALED
 FJ0542* NAVD 88 ORTHO HEIGHT -   405.868 (meters)     1331.59  (feet) ADJUSTED
 FJ0542  ______________________________________________________________________
 FJ0542  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 FJ0542  DYNAMIC HEIGHT  -        405.474 (meters)     1330.29  (feet) COMP
 FJ0542  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 FJ0542
 FJ0542  VERT ORDER      -  FIRST     CLASS II
 FJ0542
 FJ0542.The horizontal coordinates were scaled from a map and have
 FJ0542.an estimated accuracy of +/- 6 seconds.
 FJ0542
 FJ0542.The orthometric height was determined by differential leveling and
 FJ0542.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0542.in June 1991.
 FJ0542
 FJ0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0542.GEOID18 height accuracy estimate available here.
 FJ0542
 FJ0542.Click photographs - Photos may exist for this station.
 FJ0542
 FJ0542.The dynamic height is computed by dividing the NAVD 88
 FJ0542.geopotential number by the normal gravity value computed on the
 FJ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0542.degrees latitude (g = 980.6199 gals.).
 FJ0542
 FJ0542.The modeled gravity was interpolated from observed gravity values.
 FJ0542
 FJ0542;                    North         East    Units  Estimated Accuracy
 FJ0542;SPC OK N     -    62,810.      601,760.      MT  (+/- 180 meters Scaled)
 FJ0542
 FJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE923363(NAD 83)
 FJ0542
 FJ0542                          SUPERSEDED SURVEY CONTROL
 FJ0542
 FJ0542  NGVD 29 (??/??/92)  405.701  (m)         1331.04   (f) ADJ UNCH    1 2
 FJ0542
 FJ0542.Superseded values are not recommended for survey control.
 FJ0542
 FJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0542.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0542
 FJ0542_MARKER: DB = BENCH MARK DISK
 FJ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0542_STAMPING: R 185 1953
 FJ0542_MARK LOGO: CGS
 FJ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0542+STABILITY: SURFACE MOTION
 FJ0542
 FJ0542  HISTORY     - Date     Condition        Report By
 FJ0542  HISTORY     - 1953     MONUMENTED       CGS
 FJ0542  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0542
 FJ0542                          STATION DESCRIPTION
 FJ0542
 FJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0542'2.6 MI S FROM EL RENO.
 FJ0542'2.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0542'RAILROAD FROM THE STATION AT EL RENO, 4 POLES NORTH OF MILEPOST
 FJ0542'400, 178 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 FJ0542'ROAD, 44 FEET WEST OF THE WEST RAIL, 6 FEET WEST OF THE 2ND
 FJ0542'POLE NORTH OF A ROAD CROSSING, 3 FEET EAST OF A FENCE, 2 FEET
 FJ0542'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0542'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0542
 FJ0542                          STATION RECOVERY (1971)
 FJ0542
 FJ0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0454 ***********************************************************************
 FJ0454  DESIGNATION -  R 186
 FJ0454  PID         -  FJ0454
 FJ0454  STATE/COUNTY-  OK/GRADY
 FJ0454  COUNTRY     -  US
 FJ0454  USGS QUAD   -  MINCO (2018)
 FJ0454
 FJ0454                         *CURRENT SURVEY CONTROL
 FJ0454  ______________________________________________________________________
 FJ0454* NAD 83(1986) POSITION- 35 20 49.     (N) 097 55 58.     (W)   SCALED
 FJ0454* NAVD 88 ORTHO HEIGHT -   382.637 (meters)     1255.37  (feet) POSTED
 FJ0454  ______________________________________________________________________
 FJ0454  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 FJ0454  DYNAMIC HEIGHT  -        382.26  (meters)     1254.1   (feet) COMP
 FJ0454  MODELED GRAVITY -    979,627.3   (mgal)                       NAVD 88
 FJ0454
 FJ0454  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0454
 FJ0454.The horizontal coordinates were scaled from a map and have
 FJ0454.an estimated accuracy of +/- 6 seconds.
 FJ0454
 FJ0454.The orthometric height was determined by differential leveling
 FJ0454.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0454
 FJ0454.* This is a POSTED BENCH MARK height.
 FJ0454
 FJ0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0454.GEOID18 height accuracy estimate available here.
 FJ0454
 FJ0454.Click photographs - Photos may exist for this station.
 FJ0454
 FJ0454.The dynamic height is computed by dividing the NAVD 88
 FJ0454.geopotential number by the normal gravity value computed on the
 FJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0454.degrees latitude (g = 980.6199 gals.).
 FJ0454
 FJ0454.The modeled gravity was interpolated from observed gravity values.
 FJ0454
 FJ0454;                    North         East    Units  Estimated Accuracy
 FJ0454;SPC OK S     -   223,370.      606,110.      MT  (+/- 180 meters Scaled)
 FJ0454
 FJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE969120(NAD 83)
 FJ0454
 FJ0454                          SUPERSEDED SURVEY CONTROL
 FJ0454
 FJ0454  NGVD 29 (??/??/92)  382.476  (m)         1254.84   (f) ADJ UNCH    1 2
 FJ0454
 FJ0454.Superseded values are not recommended for survey control.
 FJ0454
 FJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0454.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0454
 FJ0454_MARKER: DB = BENCH MARK DISK
 FJ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0454_STAMPING: R 186 1953
 FJ0454_MARK LOGO: CGS
 FJ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0454+STABILITY: SURFACE MOTION
 FJ0454
 FJ0454  HISTORY     - Date     Condition        Report By
 FJ0454  HISTORY     - 1953     MONUMENTED       CGS
 FJ0454  HISTORY     - 1965     MARK NOT FOUND   CGS
 FJ0454
 FJ0454                          STATION DESCRIPTION
 FJ0454
 FJ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0454'2.7 MI N FROM MINCO.
 FJ0454'2.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0454'RAILROAD FROM THE STATION AT MINCO, 330 FEET NORTH OF A PRIVATE
 FJ0454'ROAD CROSSING, 133 FEET EAST OF THE EAST RAIL, 89 FEET WEST
 FJ0454'OF THE CENTER LINE OF U.S. HIGHWAY 81, 15 FEET SOUTHWEST OF
 FJ0454'A POWER POLE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 FJ0454'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0454
 FJ0454                          STATION RECOVERY (1965)
 FJ0454
 FJ0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FJ0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0430 ***********************************************************************
 FJ0430  DESIGNATION -  R 187
 FJ0430  PID         -  FJ0430
 FJ0430  STATE/COUNTY-  OK/GRADY
 FJ0430  COUNTRY     -  US
 FJ0430  USGS QUAD   -  CHICKASHA (2018)
 FJ0430
 FJ0430                         *CURRENT SURVEY CONTROL
 FJ0430  ______________________________________________________________________
 FJ0430* NAD 83(1986) POSITION- 35 05 29.     (N) 097 57 59.     (W)   SCALED
 FJ0430* NAVD 88 ORTHO HEIGHT -   345.441 (meters)     1133.33  (feet) POSTED
 FJ0430  ______________________________________________________________________
 FJ0430  GEOID HEIGHT    -        -26.591 (meters)                     GEOID18
 FJ0430  DYNAMIC HEIGHT  -        345.10  (meters)     1132.2   (feet) COMP
 FJ0430  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 FJ0430
 FJ0430  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0430
 FJ0430.This mark is at Chickasha Airport (CHK)
 FJ0430
 FJ0430.The horizontal coordinates were scaled from a map and have
 FJ0430.an estimated accuracy of +/- 6 seconds.
 FJ0430
 FJ0430.The orthometric height was determined by differential leveling
 FJ0430.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0430
 FJ0430.* This is a POSTED BENCH MARK height.
 FJ0430
 FJ0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0430.GEOID18 height accuracy estimate available here.
 FJ0430
 FJ0430.Click photographs - Photos may exist for this station.
 FJ0430
 FJ0430.The dynamic height is computed by dividing the NAVD 88
 FJ0430.geopotential number by the normal gravity value computed on the
 FJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0430.degrees latitude (g = 980.6199 gals.).
 FJ0430
 FJ0430.The modeled gravity was interpolated from observed gravity values.
 FJ0430
 FJ0430;                    North         East    Units  Estimated Accuracy
 FJ0430;SPC OK S     -   195,010.      603,070.      MT  (+/- 180 meters Scaled)
 FJ0430
 FJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND942836(NAD 83)
 FJ0430
 FJ0430                          SUPERSEDED SURVEY CONTROL
 FJ0430
 FJ0430  NGVD 29 (??/??/92)  345.316  (m)         1132.92   (f) ADJ UNCH    1 2
 FJ0430
 FJ0430.Superseded values are not recommended for survey control.
 FJ0430
 FJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0430.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0430
 FJ0430_MARKER: DB = BENCH MARK DISK
 FJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0430_STAMPING: R 187 1953
 FJ0430_MARK LOGO: CGS
 FJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0430+STABILITY: SURFACE MOTION
 FJ0430
 FJ0430  HISTORY     - Date     Condition        Report By
 FJ0430  HISTORY     - 1953     MONUMENTED       CGS
 FJ0430  HISTORY     - 1965     MARK NOT FOUND   CGS
 FJ0430  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0430
 FJ0430                          STATION DESCRIPTION
 FJ0430
 FJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0430'3.6 MI NW FROM CHICKASHA.
 FJ0430'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 FJ0430'WITH U.S. HIGHWAYS 62 AND 277 AT CHICKASHA, 2.3 FEET NORTHWEST
 FJ0430'OF THE NORTHWEST CORNER OF THE WEST HANGAR AT THE CHICKASHA
 FJ0430'MUNICIPAL AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0430'PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- IT WAS REPORTED
 FJ0430'THAT THIS MARK COULD HAVE BEEN DESTROYED WHEN ONE HANGAR WAS
 FJ0430'REMOVED AND SOME OF THAT AREA SURFACED AS PART OF THE AIR FIELD.
 FJ0430
 FJ0430                          STATION RECOVERY (1965)
 FJ0430
 FJ0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FJ0430'MARK NOT FOUND.
 FJ0430
 FJ0430                          STATION RECOVERY (1986)
 FJ0430
 FJ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0675 ***********************************************************************
 FJ0675  DESIGNATION -  R 192
 FJ0675  PID         -  FJ0675
 FJ0675  STATE/COUNTY-  OK/OKLAHOMA
 FJ0675  COUNTRY     -  US
 FJ0675  USGS QUAD   -  MUSTANG (2018)
 FJ0675
 FJ0675                         *CURRENT SURVEY CONTROL
 FJ0675  ______________________________________________________________________
 FJ0675* NAD 83(2011) POSITION- 35 27 50.75978(N) 097 39 00.16093(W)   ADJUSTED
 FJ0675* NAD 83(2011) ELLIP HT-   345.284 (meters)        (06/27/12)   ADJUSTED
 FJ0675* NAD 83(2011) EPOCH   -  2010.00
 FJ0675* NAVD 88 ORTHO HEIGHT -   372.226 (meters)     1221.21  (feet) ADJUSTED
 FJ0675  ______________________________________________________________________
 FJ0675  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 FJ0675  NAD 83(2011) X  -   -692,368.690 (meters)                     COMP
 FJ0675  NAD 83(2011) Y  - -5,154,713.616 (meters)                     COMP
 FJ0675  NAD 83(2011) Z  -  3,680,124.889 (meters)                     COMP
 FJ0675  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 FJ0675  DYNAMIC HEIGHT  -        371.866 (meters)     1220.03  (feet) COMP
 FJ0675  MODELED GRAVITY -    979,657.4   (mgal)                       NAVD 88
 FJ0675
 FJ0675  VERT ORDER      -  FIRST     CLASS II
 FJ0675
 FJ0675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0675  Standards:
 FJ0675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0675  -------------------------------------------------------------------
 FJ0675  NETWORK    1.65   3.90           0.74   0.59   1.99      0.02556620
 FJ0675  -------------------------------------------------------------------
 FJ0675  Click here for local accuracies and other accuracy information.
 FJ0675
 FJ0675.The horizontal coordinates were established by GPS observations
 FJ0675.and adjusted by the National Geodetic Survey in June 2012.
 FJ0675
 FJ0675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0675.been affixed to the stable North American tectonic plate. See 
 FJ0675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0675
 FJ0675.The horizontal coordinates are valid at the epoch date displayed above
 FJ0675.which is a decimal equivalence of Year/Month/Day.
 FJ0675
 FJ0675.The orthometric height was determined by differential leveling and
 FJ0675.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0675.in August 1994.
 FJ0675
 FJ0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0675.GEOID18 height accuracy estimate available here.
 FJ0675
 FJ0675.Click photographs - Photos may exist for this station.
 FJ0675
 FJ0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0675
 FJ0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0675
 FJ0675.The ellipsoidal height was determined by GPS observations
 FJ0675.and is referenced to NAD 83.
 FJ0675
 FJ0675.The dynamic height is computed by dividing the NAVD 88
 FJ0675.geopotential number by the normal gravity value computed on the
 FJ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0675.degrees latitude (g = 980.6199 gals.).
 FJ0675
 FJ0675.The modeled gravity was interpolated from observed gravity values.
 FJ0675
 FJ0675. The following values were computed from the NAD 83(2011) position.
 FJ0675
 FJ0675;                    North         East     Units Scale Factor Converg.
 FJ0675;SPC OK N     -    51,550.873   631,765.925   MT  1.00002020   +0 12 23.5
 FJ0675;SPC OK N     -   169,129.82  2,072,718.71   sFT  1.00002020   +0 12 23.5
 FJ0675;UTM  14      - 3,925,349.268   622,489.817   MT  0.99978490   +0 46 60.0
 FJ0675
 FJ0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0675!SPC OK N     -   0.99994581  x   1.00002020  =   0.99996601
 FJ0675!UTM  14      -   0.99994581  x   0.99978490  =   0.99973072
 FJ0675
 FJ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2248925349(NAD 83)
 FJ0675
 FJ0675                          SUPERSEDED SURVEY CONTROL
 FJ0675
 FJ0675  NAD 83(2007)-  35 27 50.75969(N)    097 39 00.16147(W) AD(2002.00) 0
 FJ0675  ELLIP H (02/10/07)  345.297  (m)                       GP(2002.00)    
 FJ0675  NAD 83(1993)-  35 27 50.75944(N)    097 39 00.16157(W) AD(       ) 1
 FJ0675  ELLIP H (03/07/02)  345.307  (m)                       GP(       ) 4 2
 FJ0675  NAVD 88             372.23   (m)         1221.2    (f) LEVELING    3  
 FJ0675  NAVD 88 (??/??/92)  372.283  (m)         1221.40   (f) POSTED      3  
 FJ0675
 FJ0675.Superseded values are not recommended for survey control.
 FJ0675
 FJ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0675.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0675
 FJ0675_MARKER: I = METAL ROD
 FJ0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0675_STAMPING: R 192 1984
 FJ0675_MARK LOGO: NGS
 FJ0675_PROJECTION: RECESSED 5 CENTIMETERS
 FJ0675_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0675+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 FJ0675_ROD/PIPE-DEPTH: 16.0 meters
 FJ0675
 FJ0675  HISTORY     - Date     Condition        Report By
 FJ0675  HISTORY     - 1984     MONUMENTED       NGS
 FJ0675  HISTORY     - 1988     GOOD             USPSQD
 FJ0675  HISTORY     - 1989     GOOD             USPSQD
 FJ0675  HISTORY     - 19940113 GOOD             NGS
 FJ0675  HISTORY     - 20010516 GOOD             MSAM
 FJ0675  HISTORY     - 20210414 MARK NOT FOUND   OKDOT
 FJ0675
 FJ0675                          STATION DESCRIPTION
 FJ0675
 FJ0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0675'13.0 KM (8.1 MI) ESE FROM YUKON.
 FJ0675'THE MARK IS 0.3 M ABOVE RENO AVENUE EASTBOUND.
 FJ0675'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF STATE
 FJ0675'HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST EDGE OF YUKON, THENCE
 FJ0675'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 4 (SOUTH RANCHWOOD
 FJ0675'BOULEVARD), THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG SOUTH RANCHWOOD
 FJ0675'BOULEVARD, THENCE 1.8 KM (1.1 MI) EAST ALONG NORTHWEST 10TH STREET,
 FJ0675'THENCE 1.6 KM (1.0 MI) SOUTH ALONG MORGAN ROAD, THENCE 3.6 KM
 FJ0675'(2.25 MI) EAST ALONG WEST RENO AVENUE, 12.5 KM (7.75 MI) WEST ALONG
 FJ0675'RENO AVENUE FROM THE SANTA FE RAILROAD OVERPASS OVER RENO AVENUE IN
 FJ0675'OKLAHOMA CITY, ABOUT 137.16 METERS (450.0 FT) SOUTHWEST OF THE
 FJ0675'FLAGPOLE IN FRONT OF THE A T AND T OFFICE BUILDING, 6.15 METERS
 FJ0675'(20.2 FT) SOUTH OF THE CENTERLINE OF THE RENO AVENUE EASTBOUND LANES,
 FJ0675'0.82 METERS (2.7 FT) EAST OF A POWERLINE POLE, AND 2.07 METERS
 FJ0675'(6.8 FT) SOUTH OF THE SOUTH CURB OF RENO AVENUE EASTBOUND LANES.
 FJ0675'NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH, ROD ANCHORED.
 FJ0675'THE MARK IS 0.27 METERS  W FROM A WITNESS POST.
 FJ0675
 FJ0675                          STATION RECOVERY (1988)
 FJ0675
 FJ0675'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0675'RECOVERED IN GOOD CONDITION.
 FJ0675
 FJ0675                          STATION RECOVERY (1989)
 FJ0675
 FJ0675'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0675'RECOVERED IN GOOD CONDITION.
 FJ0675
 FJ0675                          STATION RECOVERY (1994)
 FJ0675
 FJ0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0675'12.5 KM (7.75 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0675'THE SANTA FE RAILROAD IN OKLAHOMA CITY, 137.2 M (450.1 FT) SOUTHWEST
 FJ0675'OF A FLAG POLE IN FRONT OF AN AT AND T OFFICE, 6.2 M (20.3 FT) SOUTH
 FJ0675'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE, 0.8 M
 FJ0675'(2.6 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT) WEST OF A WITNESS
 FJ0675'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS
 FJ0675'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 FJ0675
 FJ0675                          STATION RECOVERY (2001)
 FJ0675
 FJ0675'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FJ0675'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 FJ0675'THE STATION IS LOCATED IN WEST-CENTRAL OKLAHOMA CITY, OKLAHOMA. IT IS
 FJ0675'NORTH OF INTERSTATE HIGHWAY 40 AND WEST OF INTERSTATE HIGHWAY 44.
 FJ0675'OWNERSHIP--
 FJ0675'
 FJ0675'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40 AND INTERSTATE
 FJ0675'HIGHWAY 44, GO WEST ON HIGHWAY 40 FOR 2.3 KM (1.45 MI) TO EXIT 145.
 FJ0675'EXIT THE
 FJ0675'HIGHWAY TO THE RIGHT, NORTH. TURN RIGHT, NORTH, FOR 0.4 KM (0.25 MI)
 FJ0675'TO AN
 FJ0675'INTERSECTION. TURN LEFT, WEST, FOR 4.4 KM (2.75 MI) ON WEST RENO TO
 FJ0675'THE
 FJ0675'STATION ON THE LEFT.
 FJ0675'
 FJ0675'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 FJ0675'TO
 FJ0675'REFUSAL,  ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 FJ0675'CONCRETE
 FJ0675'COLLAR FLUSH WITH THE GROUND. IT IS 3.8 M (12.5 FT) SOUTHWEST OF A NO
 FJ0675'PARKING SIGN, 2.0 M (6.6 FT) SOUTH OF THE SOUTH CURB OF THE EAST BOUND
 FJ0675'LANES OF WEST RENO AND 0.8 M (2.6 FT) EAST OF A POWER POLE.
 FJ0675
 FJ0675                          STATION RECOVERY (2021)
 FJ0675
 FJ0675'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0675'LAST RECOVERED 2001, GOOD CONDITION BY MOUNTAIN MAPPING AND SURVEYING
 FJ0675'INCORPORATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0706 ***********************************************************************
 FJ0706  DESIGNATION -  R 193
 FJ0706  PID         -  FJ0706
 FJ0706  STATE/COUNTY-  OK/OKLAHOMA
 FJ0706  COUNTRY     -  US
 FJ0706  USGS QUAD   -  HARRAH (2018)
 FJ0706
 FJ0706                         *CURRENT SURVEY CONTROL
 FJ0706  ______________________________________________________________________
 FJ0706* NAD 83(1986) POSITION- 35 29 34.     (N) 097 10 37.     (W)   SCALED
 FJ0706* NAVD 88 ORTHO HEIGHT -   338.408 (meters)     1110.26  (feet) ADJUSTED
 FJ0706  ______________________________________________________________________
 FJ0706  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 FJ0706  DYNAMIC HEIGHT  -        338.087 (meters)     1109.21  (feet) COMP
 FJ0706  MODELED GRAVITY -    979,676.4   (mgal)                       NAVD 88
 FJ0706
 FJ0706  VERT ORDER      -  FIRST     CLASS II
 FJ0706
 FJ0706.The horizontal coordinates were scaled from a map and have
 FJ0706.an estimated accuracy of +/- 6 seconds.
 FJ0706
 FJ0706.The orthometric height was determined by differential leveling and
 FJ0706.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0706.in August 1994.
 FJ0706
 FJ0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0706.GEOID18 height accuracy estimate available here.
 FJ0706
 FJ0706.Click photographs - Photos may exist for this station.
 FJ0706
 FJ0706.The dynamic height is computed by dividing the NAVD 88
 FJ0706.geopotential number by the normal gravity value computed on the
 FJ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0706.degrees latitude (g = 980.6199 gals.).
 FJ0706
 FJ0706.The modeled gravity was interpolated from observed gravity values.
 FJ0706
 FJ0706;                    North         East    Units  Estimated Accuracy
 FJ0706;SPC OK N     -    54,990.      674,680.      MT  (+/- 180 meters Scaled)
 FJ0706
 FJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE653292(NAD 83)
 FJ0706
 FJ0706                          SUPERSEDED SURVEY CONTROL
 FJ0706
 FJ0706  NAVD 88 (06/15/91)  338.454  (m)         1110.41   (f) SUPERSEDED  1 2
 FJ0706
 FJ0706.Superseded values are not recommended for survey control.
 FJ0706
 FJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0706.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0706
 FJ0706_MARKER: I = METAL ROD
 FJ0706_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0706+WITH SETTING: INFORMATION.
 FJ0706_STAMPING: R 193 1984
 FJ0706_MARK LOGO: NGS
 FJ0706_PROJECTION: FLUSH
 FJ0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0706_ROD/PIPE-DEPTH: 1.8 meters
 FJ0706
 FJ0706  HISTORY     - Date     Condition        Report By
 FJ0706  HISTORY     - 1984     MONUMENTED       NGS
 FJ0706  HISTORY     - 1988     GOOD             USPSQD
 FJ0706  HISTORY     - 1989     GOOD             USPSQD
 FJ0706  HISTORY     - 1990     GOOD             USPSQD
 FJ0706  HISTORY     - 1990     GOOD             USPSQD
 FJ0706  HISTORY     - 20210323 MARK NOT FOUND   OKDOT
 FJ0706
 FJ0706                          STATION DESCRIPTION
 FJ0706
 FJ0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0706'1.5 KM (0.9 MI) WEST FROM HARRAH.
 FJ0706'1.5 KM (0.9 MI) WEST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0706'FROM THE JUNCTION OF U.S. HIGHWAY 270 IN HARRAH, AT THE JUNCTION OF
 FJ0706'DOBBS ROAD LEADING SOUTH AND A PRIVATE GRAVEL ROAD LEADING NORTH, SET
 FJ0706'BETWEEN THE WESTERNMOST TWO OF THREE POWERLINE POLES, AND AT THE
 FJ0706'SOUTHEAST CORNER OF THE FIRST STATE BANK PROPERTY, LOCATED IN LINE AND
 FJ0706'UNDER TRANSMISSION LINES WHICH CROSS THE HIGHWAY, 10.2 METERS
 FJ0706'(33.5 FT) NORTH OF THE CENTERLINE OF HIGHWAY 62 WESTBOUND LANES,
 FJ0706'9.8 METERS (32.0 FT) WEST OF THE APPROXIMATE CENTER OF THE GRAVEL
 FJ0706'ROAD, 11.8 METERS (38.8 FT) EAST OF THE APPROXIMATE CENTER OF THE EAST
 FJ0706'DRIVE TO THE BANK, 5.2 METERS (17.0 FT) WEST-NORTHWEST OF A TELEPHONE
 FJ0706'JUNCTION BOX, 0.97 METERS (3.2 FT) EAST OF A POWERLINE POLE, 1.0 METER
 FJ0706'(3.4 FT) WEST OF A POWERLINE POLE, AND 14.6 METERS (48.0 FT) WEST OF
 FJ0706'THE EXTENDED CENTER OF DOBBS ROAD.  NOTE, ROD DRIVEN TO REFUSAL.
 FJ0706'THE MARK IS 0.31 M ABOVE HIGHWAY.
 FJ0706
 FJ0706                          STATION RECOVERY (1988)
 FJ0706
 FJ0706'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0706'RECOVERED IN GOOD CONDITION.
 FJ0706
 FJ0706                          STATION RECOVERY (1989)
 FJ0706
 FJ0706'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0706'RECOVERED IN GOOD CONDITION.
 FJ0706
 FJ0706                          STATION RECOVERY (1990)
 FJ0706
 FJ0706'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0706'RECOVERED IN GOOD CONDITION.
 FJ0706
 FJ0706                          STATION RECOVERY (1990)
 FJ0706
 FJ0706'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0706'RECOVERED IN GOOD CONDITION.
 FJ0706
 FJ0706                          STATION RECOVERY (2021)
 FJ0706
 FJ0706'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0706'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0881 ***********************************************************************
 FH0881  DESIGNATION -  R 194
 FH0881  PID         -  FH0881
 FH0881  STATE/COUNTY-  OK/MUSKOGEE
 FH0881  COUNTRY     -  US
 FH0881  USGS QUAD   -  WARNER (2018)
 FH0881
 FH0881                         *CURRENT SURVEY CONTROL
 FH0881  ______________________________________________________________________
 FH0881* NAD 83(1986) POSITION- 35 28 55.     (N) 095 16 27.     (W)   SCALED
 FH0881* NAVD 88 ORTHO HEIGHT -   168.763 (meters)      553.68  (feet) ADJUSTED
 FH0881  ______________________________________________________________________
 FH0881  GEOID HEIGHT    -        -29.908 (meters)                     GEOID18
 FH0881  DYNAMIC HEIGHT  -        168.605 (meters)      553.16  (feet) COMP
 FH0881  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 FH0881
 FH0881  VERT ORDER      -  FIRST     CLASS II
 FH0881
 FH0881.The horizontal coordinates were scaled from a map and have
 FH0881.an estimated accuracy of +/- 6 seconds.
 FH0881
 FH0881.The orthometric height was determined by differential leveling and
 FH0881.adjusted by the NATIONAL GEODETIC SURVEY
 FH0881.in June 1991.
 FH0881
 FH0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0881.GEOID18 height accuracy estimate available here.
 FH0881
 FH0881.Click photographs - Photos may exist for this station.
 FH0881
 FH0881.The dynamic height is computed by dividing the NAVD 88
 FH0881.geopotential number by the normal gravity value computed on the
 FH0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0881.degrees latitude (g = 980.6199 gals.).
 FH0881
 FH0881.The modeled gravity was interpolated from observed gravity values.
 FH0881
 FH0881;                    North         East    Units  Estimated Accuracy
 FH0881;SPC OK N     -    56,950.      847,340.      MT  (+/- 180 meters Scaled)
 FH0881
 FH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV936288(NAD 83)
 FH0881
 FH0881                          SUPERSEDED SURVEY CONTROL
 FH0881
 FH0881.No superseded survey control is available for this station.
 FH0881
 FH0881_MARKER: DV = VERTICAL CONTROL DISK
 FH0881_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0881_SP_SET: OVERPASS OF RETAINING WALL
 FH0881_STAMPING: R 194 1984
 FH0881_MARK LOGO: NGS
 FH0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0881+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0881
 FH0881  HISTORY     - Date     Condition        Report By
 FH0881  HISTORY     - 1984     MONUMENTED       NGS
 FH0881  HISTORY     - 1988     GOOD             USPSQD
 FH0881  HISTORY     - 1989     GOOD             USPSQD
 FH0881  HISTORY     - 1990     GOOD             USPSQD
 FH0881  HISTORY     - 20020815 GOOD             OKDOT
 FH0881
 FH0881                          STATION DESCRIPTION
 FH0881
 FH0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0881'3.0 KM (1.9 MI) EAST FROM WARNER.
 FH0881'3.0 KM (1.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0881'STATE HIGHWAY 2, ABOUT ONE MILE SOUTH OF WARNER, AT THE EAST END OF AN
 FH0881'OVERPASS OVER A NORTH-SOUTH DIRT ROAD, SET IN THE TOP OF THE SOUTH
 FH0881'RETAINING WALL WHICH PROJECTS ABOUT 0.76 METERS (2.5 FT) ABOVE THE
 FH0881'EASTBOUND LANES, 7.01 METERS (23.0 FT) SOUTH OF THE CENTERLINE OF THE
 FH0881'EASTBOUND LANES, 1.52 (5.0 FT) EAST OF THE WEST END OF THE RETAINING
 FH0881'WALL, AND 1.52 METERS (5.0 FT) WEST OF THE EAST END OF THE RETAINING
 FH0881'WALL.
 FH0881
 FH0881                          STATION RECOVERY (1988)
 FH0881
 FH0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0881'RECOVERED IN GOOD CONDITION.
 FH0881
 FH0881                          STATION RECOVERY (1989)
 FH0881
 FH0881'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0881'RECOVERED IN GOOD CONDITION.
 FH0881
 FH0881                          STATION RECOVERY (1990)
 FH0881
 FH0881'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0881'RECOVERED IN GOOD CONDITION.
 FH0881
 FH0881                          STATION RECOVERY (2002)
 FH0881
 FH0881'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0743 ***********************************************************************
 FJ0743  DESIGNATION -  R 195
 FJ0743  PID         -  FJ0743
 FJ0743  STATE/COUNTY-  OK/OKFUSKEE
 FJ0743  COUNTRY     -  US
 FJ0743  USGS QUAD   -  PRAGUE NE (2018)
 FJ0743
 FJ0743                         *CURRENT SURVEY CONTROL
 FJ0743  ______________________________________________________________________
 FJ0743* NAD 83(1986) POSITION- 35 29 43.43   (N) 096 36 45.70   (W)   HD_HELD1
 FJ0743* NAVD 88 ORTHO HEIGHT -   283.679 (meters)      930.70  (feet) ADJUSTED
 FJ0743  ______________________________________________________________________
 FJ0743  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 FJ0743  DYNAMIC HEIGHT  -        283.412 (meters)      929.83  (feet) COMP
 FJ0743  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 FJ0743
 FJ0743  VERT ORDER      -  FIRST     CLASS II
 FJ0743
 FJ0743.The horizontal coordinates were determined by differentially corrected
 FJ0743.hand held GPS observations or other comparable positioning techniques
 FJ0743.and have an estimated accuracy of +/- 3 meters.
 FJ0743
 FJ0743.The orthometric height was determined by differential leveling and
 FJ0743.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0743.in June 1991.
 FJ0743
 FJ0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0743.GEOID18 height accuracy estimate available here.
 FJ0743
 FJ0743.Click photographs - Photos may exist for this station.
 FJ0743
 FJ0743.The dynamic height is computed by dividing the NAVD 88
 FJ0743.geopotential number by the normal gravity value computed on the
 FJ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0743.degrees latitude (g = 980.6199 gals.).
 FJ0743
 FJ0743.The modeled gravity was interpolated from observed gravity values.
 FJ0743
 FJ0743;                    North         East    Units  Estimated Accuracy
 FJ0743;SPC OK N     -    55,865.4     725,874.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0743
 FJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1654530603(NAD 83)
 FJ0743
 FJ0743                          SUPERSEDED SURVEY CONTROL
 FJ0743
 FJ0743.No superseded survey control is available for this station.
 FJ0743
 FJ0743_MARKER: DV = VERTICAL CONTROL DISK
 FJ0743_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0743_STAMPING: R 195 1984
 FJ0743_MARK LOGO: NGS
 FJ0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0743+STABILITY: POSITION/ELEVATION WELL
 FJ0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0743+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0743
 FJ0743  HISTORY     - Date     Condition        Report By
 FJ0743  HISTORY     - 1984     MONUMENTED       NGS
 FJ0743  HISTORY     - 1988     GOOD             USPSQD
 FJ0743  HISTORY     - 1990     GOOD             USPSQD
 FJ0743  HISTORY     - 1990     GOOD             USPSQD
 FJ0743  HISTORY     - 20220629 GOOD             OKDOT
 FJ0743  HISTORY     - 20240717 GOOD             OKDOT
 FJ0743
 FJ0743                          STATION DESCRIPTION
 FJ0743
 FJ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0743'4.66 KM (2.9 MI) WEST FROM PADEN.
 FJ0743'4.66 KM (2.9 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0743'PADEN, SET NEAR THE CENTER OF A 3- BY 3-FOOT SANDSTONE OUTCROP FLUSH
 FJ0743'WITH THE GROUND, 1.1 KM (0.7 MI) EAST OF THE OKFUSKEE-LINCOLN COUNTY
 FJ0743'LINE, 18.59 METERS (61.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0743'AND 8.53 METERS (28.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 FJ0743'THE MARK IS 8.4 METERS  N FROM A WITNESS POST.
 FJ0743'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0743
 FJ0743                          STATION RECOVERY (1988)
 FJ0743
 FJ0743'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0743'RECOVERED IN GOOD CONDITION.
 FJ0743
 FJ0743                          STATION RECOVERY (1990)
 FJ0743
 FJ0743'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0743'RECOVERED IN GOOD CONDITION.
 FJ0743
 FJ0743                          STATION RECOVERY (1990)
 FJ0743
 FJ0743'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0743'RECOVERED IN GOOD CONDITION.
 FJ0743
 FJ0743                          STATION RECOVERY (2022)
 FJ0743
 FJ0743'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0743'MARK RECOVERED IN GOOD CONDITION, GPS FROM ODOT RTN N35294343
 FJ0743'W0963645.70 SPC 183285.89 N 2381471.18 E.
 FJ0743
 FJ0743                          STATION RECOVERY (2024)
 FJ0743
 FJ0743'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0767 ***********************************************************************
 FJ0767  DESIGNATION -  R 196
 FJ0767  PID         -  FJ0767
 FJ0767  STATE/COUNTY-  OK/OKFUSKEE
 FJ0767  COUNTRY     -  US
 FJ0767  USGS QUAD   -  CLEARVIEW (2018)
 FJ0767
 FJ0767                         *CURRENT SURVEY CONTROL
 FJ0767  ______________________________________________________________________
 FJ0767* NAD 83(1986) POSITION- 35 25 47.13   (N) 096 11 32.94   (W)   HD_HELD1
 FJ0767* NAVD 88 ORTHO HEIGHT -   294.270 (meters)      965.45  (feet) ADJUSTED
 FJ0767  ______________________________________________________________________
 FJ0767  GEOID HEIGHT    -        -28.707 (meters)                     GEOID18
 FJ0767  DYNAMIC HEIGHT  -        293.990 (meters)      964.53  (feet) COMP
 FJ0767  MODELED GRAVITY -    979,673.8   (mgal)                       NAVD 88
 FJ0767
 FJ0767  VERT ORDER      -  FIRST     CLASS II
 FJ0767
 FJ0767.The horizontal coordinates were determined by differentially corrected
 FJ0767.hand held GPS observations or other comparable positioning techniques
 FJ0767.and have an estimated accuracy of +/- 3 meters.
 FJ0767
 FJ0767.The orthometric height was determined by differential leveling and
 FJ0767.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0767.in June 1991.
 FJ0767
 FJ0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0767.GEOID18 height accuracy estimate available here.
 FJ0767
 FJ0767.Click photographs - Photos may exist for this station.
 FJ0767
 FJ0767.The dynamic height is computed by dividing the NAVD 88
 FJ0767.geopotential number by the normal gravity value computed on the
 FJ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0767.degrees latitude (g = 980.6199 gals.).
 FJ0767
 FJ0767.The modeled gravity was interpolated from observed gravity values.
 FJ0767
 FJ0767;                    North         East    Units  Estimated Accuracy
 FJ0767;SPC OK N     -    49,211.3     764,132.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0767
 FJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5487724325(NAD 83)
 FJ0767
 FJ0767                          SUPERSEDED SURVEY CONTROL
 FJ0767
 FJ0767.No superseded survey control is available for this station.
 FJ0767
 FJ0767_MARKER: DV = VERTICAL CONTROL DISK
 FJ0767_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0767_STAMPING: R 196 1984
 FJ0767_MARK LOGO: NGS
 FJ0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0767+STABILITY: POSITION/ELEVATION WELL
 FJ0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0767+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2024
 FJ0767
 FJ0767  HISTORY     - Date     Condition        Report By
 FJ0767  HISTORY     - 1984     MONUMENTED       NGS
 FJ0767  HISTORY     - 1988     GOOD             USPSQD
 FJ0767  HISTORY     - 1989     GOOD             USPSQD
 FJ0767  HISTORY     - 1990     GOOD             USPSQD
 FJ0767  HISTORY     - 20240708 GOOD             OKDOT
 FJ0767
 FJ0767                          STATION DESCRIPTION
 FJ0767
 FJ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0767'10.16 KM (6.35 MI) EAST FROM OKEMAH.
 FJ0767'10.16 KM (6.35 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0767'OF STATE HIGHWAY 27 AT OKEMAH, AT CLEARVIEW INTERCHANGE, IN A SLOPED
 FJ0767'CUTBANK OF THE ENTRANCE RAMP LEADING TO INTERSTATE HIGHWAY 40
 FJ0767'EASTBOUND LANES, SET IN A DRILLHOLE OF A 2- BY 2-FOOT OUTCROP, 1-FOOT
 FJ0767'ABOVE THE RAMP, 0.24 KM (0.15 MI) WEST OF MILE POST NUMBER 228,
 FJ0767'14.63 METERS (48.0 FT) NORTH OF THE CENTERLINE OF THE ENTRENCE RAMP,
 FJ0767'11.89 METERS (39.0 FT) SOUTH AND TWELVE FEET BELOW THE TOP OF THE
 FJ0767'CUTBANK, AND 3.35 METERS (11.0 FT) NORTH OF THE NORTH EDGE OF A
 FJ0767'CONCRETE DRAINAGE DITCH.
 FJ0767'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0767'THE MARK IS 0.3 M ABOVE RAMP LEADING EAST.
 FJ0767
 FJ0767                          STATION RECOVERY (1988)
 FJ0767
 FJ0767'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0767'RECOVERED IN GOOD CONDITION.
 FJ0767
 FJ0767                          STATION RECOVERY (1989)
 FJ0767
 FJ0767'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0767'RECOVERED IN GOOD CONDITION.
 FJ0767
 FJ0767                          STATION RECOVERY (1990)
 FJ0767
 FJ0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0767'RECOVERED IN GOOD CONDITION.
 FJ0767
 FJ0767                          STATION RECOVERY (2024)
 FJ0767
 FJ0767'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0854 ***********************************************************************
 FH0854  DESIGNATION -  R 197
 FH0854  PID         -  FH0854
 FH0854  STATE/COUNTY-  OK/MCINTOSH
 FH0854  COUNTRY     -  US
 FH0854  USGS QUAD   -  HOFFMAN (2018)
 FH0854
 FH0854                         *CURRENT SURVEY CONTROL
 FH0854  ______________________________________________________________________
 FH0854* NAD 83(1986) POSITION- 35 26 55.3    (N) 095 45 16.3    (W)   HD_HELD2
 FH0854* NAVD 88 ORTHO HEIGHT -   187.957 (meters)      616.66  (feet) ADJUSTED
 FH0854  ______________________________________________________________________
 FH0854  GEOID HEIGHT    -        -29.541 (meters)                     GEOID18
 FH0854  DYNAMIC HEIGHT  -        187.781 (meters)      616.08  (feet) COMP
 FH0854  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 FH0854
 FH0854  VERT ORDER      -  FIRST     CLASS II
 FH0854
 FH0854.The horizontal coordinates were established by autonomous hand held GPS
 FH0854.observations and have an estimated accuracy of +/- 10 meters.
 FH0854
 FH0854.The orthometric height was determined by differential leveling and
 FH0854.adjusted by the NATIONAL GEODETIC SURVEY
 FH0854.in June 1991.
 FH0854
 FH0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0854.GEOID18 height accuracy estimate available here.
 FH0854
 FH0854.Click photographs - Photos may exist for this station.
 FH0854
 FH0854.The dynamic height is computed by dividing the NAVD 88
 FH0854.geopotential number by the normal gravity value computed on the
 FH0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0854.degrees latitude (g = 980.6199 gals.).
 FH0854
 FH0854.The modeled gravity was interpolated from observed gravity values.
 FH0854
 FH0854;                    North         East    Units  Estimated Accuracy
 FH0854;SPC OK S     -   236,923.      803,853.      MT  (+/- 10 meters HH2 GPS)
 FH0854
 FH0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4999226290(NAD 83)
 FH0854
 FH0854                          SUPERSEDED SURVEY CONTROL
 FH0854
 FH0854.No superseded survey control is available for this station.
 FH0854
 FH0854_MARKER: F = FLANGE-ENCASED ROD
 FH0854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0854_STAMPING: R 197 1984
 FH0854_MARK LOGO: NGS
 FH0854_PROJECTION: PROJECTING 5 CENTIMETERS
 FH0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0854+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 FH0854_ROD/PIPE-DEPTH: 9.1 meters
 FH0854
 FH0854  HISTORY     - Date     Condition        Report By
 FH0854  HISTORY     - 1984     MONUMENTED       NGS
 FH0854  HISTORY     - 1988     GOOD             USPSQD
 FH0854  HISTORY     - 1989     GOOD             USPSQD
 FH0854  HISTORY     - 1990     GOOD             USPSQD
 FH0854  HISTORY     - 20220309 MARK NOT FOUND   OKDOT
 FH0854  HISTORY     - 20220310 MARK NOT FOUND   OKDOT
 FH0854  HISTORY     - 20220712 GOOD             OKDOT
 FH0854
 FH0854                          STATION DESCRIPTION
 FH0854
 FH0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0854'21.1 KM (13.05 MI) EAST FROM HENRYETTA.
 FH0854'21.1 KM (13.05 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0854'INTERCHANGE OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET AT MILEPOST
 FH0854'NUMBER 253, ABOUT 0.3 KM (0.1 MI) EAST OF A 5.5 METERS (18.0 FT) BOX
 FH0854'CULVERT, 41.6 METERS (136.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FH0854'THE HIGHWAY EASTBOUND LANES, 33.2 METERS (109.0 FT) SOUTH-SOUTHEAST OF
 FH0854'MILEPOST NUMBER 253, AND 0.5 METER (1.5 FT) NORTH-NORTHWEST OF A
 FH0854'RIGHT-OF-WAY FENCE.  NOTE, DRIVEN TO REFUSAL.
 FH0854'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 FH0854'THE MARK IS 1.8 M BELOW EASTBOUND HIGHWAY.
 FH0854
 FH0854                          STATION RECOVERY (1988)
 FH0854
 FH0854'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0854'RECOVERED IN GOOD CONDITION.
 FH0854
 FH0854                          STATION RECOVERY (1989)
 FH0854
 FH0854'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0854'RECOVERED IN GOOD CONDITION.
 FH0854
 FH0854                          STATION RECOVERY (1990)
 FH0854
 FH0854'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0854'RECOVERED IN GOOD CONDITION.
 FH0854
 FH0854                          STATION RECOVERY (2022)
 FH0854
 FH0854'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FH0854'NEW FENCE CONSTRUCTED IN THE AREA.
 FH0854
 FH0854                          STATION RECOVERY (2022)
 FH0854
 FH0854'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FH0854'MARK NOT FOUND, RECENT DIRT WORK IN AREA.
 FH0854
 FH0854                          STATION RECOVERY (2022)
 FH0854
 FH0854'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0854'WOULD NEEDS A LOT OF TREES TAKEN DOWN IN ORDER TO MAKE SUITABLE FOR
 FH0854'SATELLITE OBSERVATIONS.  RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0899 ***********************************************************************
 FH0899  DESIGNATION -  R 199
 FH0899  PID         -  FH0899
 FH0899  STATE/COUNTY-  OK/SEQUOYAH
 FH0899  COUNTRY     -  US
 FH0899  USGS QUAD   -  VIAN (2019)
 FH0899
 FH0899                         *CURRENT SURVEY CONTROL
 FH0899  ______________________________________________________________________
 FH0899* NAD 83(1986) POSITION- 35 28 23.     (N) 094 56 42.     (W)   SCALED
 FH0899* NAVD 88 ORTHO HEIGHT -   148.416 (meters)      486.93  (feet) ADJUSTED
 FH0899  ______________________________________________________________________
 FH0899  GEOID HEIGHT    -        -29.948 (meters)                     GEOID18
 FH0899  DYNAMIC HEIGHT  -        148.278 (meters)      486.48  (feet) COMP
 FH0899  MODELED GRAVITY -    979,699.6   (mgal)                       NAVD 88
 FH0899
 FH0899  VERT ORDER      -  FIRST     CLASS II
 FH0899
 FH0899.The horizontal coordinates were scaled from a map and have
 FH0899.an estimated accuracy of +/- 6 seconds.
 FH0899
 FH0899.The orthometric height was determined by differential leveling and
 FH0899.adjusted by the NATIONAL GEODETIC SURVEY
 FH0899.in June 1991.
 FH0899
 FH0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0899.GEOID18 height accuracy estimate available here.
 FH0899
 FH0899.Click photographs - Photos may exist for this station.
 FH0899
 FH0899.The dynamic height is computed by dividing the NAVD 88
 FH0899.geopotential number by the normal gravity value computed on the
 FH0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0899.degrees latitude (g = 980.6199 gals.).
 FH0899
 FH0899.The modeled gravity was interpolated from observed gravity values.
 FH0899
 FH0899;                    North         East    Units  Estimated Accuracy
 FH0899;SPC OK N     -    56,850.      877,230.      MT  (+/- 180 meters Scaled)
 FH0899
 FH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV235272(NAD 83)
 FH0899
 FH0899                          SUPERSEDED SURVEY CONTROL
 FH0899
 FH0899.No superseded survey control is available for this station.
 FH0899
 FH0899_MARKER: DV = VERTICAL CONTROL DISK
 FH0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0899_SP_SET: BRIDGE HEADWALL
 FH0899_STAMPING: R 199 1984
 FH0899_MARK LOGO: NGS
 FH0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0899
 FH0899  HISTORY     - Date     Condition        Report By
 FH0899  HISTORY     - 1984     MONUMENTED       NGS
 FH0899  HISTORY     - 1988     GOOD             USPSQD
 FH0899  HISTORY     - 1989     GOOD             USPSQD
 FH0899  HISTORY     - 1990     GOOD             USPSQD
 FH0899
 FH0899                          STATION DESCRIPTION
 FH0899
 FH0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0899'3.0 KM (1.9 MI) EAST FROM VIAN.
 FH0899'3.0 KM (1.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0899'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT THE WEST
 FH0899'END OF A CONCRETE CULVERT OVER A CREEK, SET IN TOP OF THE WEST END OF
 FH0899'THE HEADWALL, ABOUT 2.13 METERS (7.0 FT) BELOW THE EASTBOUND LANES,
 FH0899'15.36 METERS (50.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0899'AND 0.54 METERS (1.8 FT) SOUTH OF THE NORTHWEST CORNER OF THE SOUTH
 FH0899'HEADWALL OF THE 10.51 METERS (34.5 FT) LONG HEADWALL.
 FH0899
 FH0899                          STATION RECOVERY (1988)
 FH0899
 FH0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0899'RECOVERED IN GOOD CONDITION.
 FH0899
 FH0899                          STATION RECOVERY (1989)
 FH0899
 FH0899'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0899'RECOVERED IN GOOD CONDITION.
 FH0899
 FH0899                          STATION RECOVERY (1990)
 FH0899
 FH0899'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0924 ***********************************************************************
 FH0924  DESIGNATION -  R 200
 FH0924  PID         -  FH0924
 FH0924  STATE/COUNTY-  OK/SEQUOYAH
 FH0924  COUNTRY     -  US
 FH0924  USGS QUAD   -  MULDROW (2018)
 FH0924
 FH0924                         *CURRENT SURVEY CONTROL
 FH0924  ______________________________________________________________________
 FH0924* NAD 83(1986) POSITION- 35 24 17.24   (N) 094 30 10.94   (W)   HD_HELD1
 FH0924* NAVD 88 ORTHO HEIGHT -   137.740 (meters)      451.90  (feet) ADJUSTED
 FH0924  ______________________________________________________________________
 FH0924  GEOID HEIGHT    -        -30.099 (meters)                     GEOID18
 FH0924  DYNAMIC HEIGHT  -        137.611 (meters)      451.48  (feet) COMP
 FH0924  MODELED GRAVITY -    979,691.6   (mgal)                       NAVD 88
 FH0924
 FH0924  VERT ORDER      -  FIRST     CLASS II
 FH0924
 FH0924.The horizontal coordinates were determined by differentially corrected
 FH0924.hand held GPS observations or other comparable positioning techniques
 FH0924.and have an estimated accuracy of +/- 3 meters.
 FH0924
 FH0924.The orthometric height was determined by differential leveling and
 FH0924.adjusted by the NATIONAL GEODETIC SURVEY
 FH0924.in June 1991.
 FH0924
 FH0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0924.GEOID18 height accuracy estimate available here.
 FH0924
 FH0924.Click photographs - Photos may exist for this station.
 FH0924
 FH0924.The dynamic height is computed by dividing the NAVD 88
 FH0924.geopotential number by the normal gravity value computed on the
 FH0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0924.degrees latitude (g = 980.6199 gals.).
 FH0924
 FH0924.The modeled gravity was interpolated from observed gravity values.
 FH0924
 FH0924;                    North         East    Units  Estimated Accuracy
 FH0924;SPC OK N     -    50,633.2     917,593.0     MT  (+/- 3 meters HH1 GPS) 
 FH0924
 FH0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6351818971(NAD 83)
 FH0924
 FH0924                          SUPERSEDED SURVEY CONTROL
 FH0924
 FH0924.No superseded survey control is available for this station.
 FH0924
 FH0924_MARKER: I = METAL ROD
 FH0924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0924_STAMPING: R 200 1984
 FH0924_MARK LOGO: NGS
 FH0924_PROJECTION: FLUSH
 FH0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0924+STABILITY: POSITION/ELEVATION WELL
 FH0924_ROD/PIPE-DEPTH: 10.6 meters
 FH0924
 FH0924  HISTORY     - Date     Condition        Report By
 FH0924  HISTORY     - 1984     MONUMENTED       NGS
 FH0924  HISTORY     - 1988     GOOD             USPSQD
 FH0924  HISTORY     - 1989     GOOD             USPSQD
 FH0924  HISTORY     - 1990     GOOD             USPSQD
 FH0924
 FH0924                          STATION DESCRIPTION
 FH0924
 FH0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0924'6.8 KM (4.25 MI) WEST FROM FORT SMITH AR.
 FH0924'6.8 KM (4.25 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE CENTER OF THE
 FH0924'RIVER BRIDGE OVER THE ARKANSAS RIVER, AT A LARGE POWERLINE POLE ALONG
 FH0924'THE SOUTH RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 64, 2.1 KM (1.3 MI) EAST
 FH0924'ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF INTERSTATE HIGHWAY 40,
 FH0924'SOUTH AND ACROSS U.S. HIGHWAY 64 FROM THE REESE BRICK HOUSE LOCATED AT
 FH0924'908 EAST RAYFINE, 20.57 METERS (67.5 FT) SOUTH OF THE CENTERLINE OF
 FH0924'U.S. HIGHWAY 64 EASTBOUND LANES, 50.29 METERS (165.0 FT) WEST OF A
 FH0924'LONE EVERGREEN TREE IN THE FENCE LINE, 5.63 METERS (18.5 FT)
 FH0924'EAST-SOUTHEAST OF A LARGE POWERLINE POLE, AND 0.27 METERS (0.9 FT)
 FH0924'NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND
 FH0924'ANCHORED IN ROCK.
 FH0924'THE MARK IS 0.33 METERS  NW FROM A WITNESS POST.
 FH0924'THE MARK IS 0.15 M ABOVE EASTBOUND LANES.
 FH0924
 FH0924                          STATION RECOVERY (1988)
 FH0924
 FH0924'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0924'RECOVERED IN GOOD CONDITION.
 FH0924
 FH0924                          STATION RECOVERY (1989)
 FH0924
 FH0924'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0924'RECOVERED IN GOOD CONDITION.
 FH0924
 FH0924                          STATION RECOVERY (1990)
 FH0924
 FH0924'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0878 ***********************************************************************
 FH0878  DESIGNATION -  R 201
 FH0878  PID         -  FH0878
 FH0878  STATE/COUNTY-  OK/MUSKOGEE
 FH0878  COUNTRY     -  US
 FH0878  USGS QUAD   -  WARNER (2018)
 FH0878
 FH0878                         *CURRENT SURVEY CONTROL
 FH0878  ______________________________________________________________________
 FH0878* NAD 83(1986) POSITION- 35 28 19.7    (N) 095 19 38.4    (W)   HD_HELD2
 FH0878* NAVD 88 ORTHO HEIGHT -   175.654 (meters)      576.29  (feet) ADJUSTED
 FH0878  ______________________________________________________________________
 FH0878  GEOID HEIGHT    -        -29.902 (meters)                     GEOID18
 FH0878  DYNAMIC HEIGHT  -        175.490 (meters)      575.75  (feet) COMP
 FH0878  MODELED GRAVITY -    979,696.2   (mgal)                       NAVD 88
 FH0878
 FH0878  VERT ORDER      -  FIRST     CLASS II
 FH0878
 FH0878.The horizontal coordinates were established by autonomous hand held GPS
 FH0878.observations and have an estimated accuracy of +/- 10 meters.
 FH0878
 FH0878.The orthometric height was determined by differential leveling and
 FH0878.adjusted by the NATIONAL GEODETIC SURVEY
 FH0878.in June 1991.
 FH0878
 FH0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0878.GEOID18 height accuracy estimate available here.
 FH0878
 FH0878.Click photographs - Photos may exist for this station.
 FH0878
 FH0878.The dynamic height is computed by dividing the NAVD 88
 FH0878.geopotential number by the normal gravity value computed on the
 FH0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0878.degrees latitude (g = 980.6199 gals.).
 FH0878
 FH0878.The modeled gravity was interpolated from observed gravity values.
 FH0878
 FH0878;                    North         East    Units  Estimated Accuracy
 FH0878;SPC OK N     -    55,724.      842,547.      MT  (+/- 10 meters HH2 GPS)
 FH0878
 FH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8883427893(NAD 83)
 FH0878
 FH0878                          SUPERSEDED SURVEY CONTROL
 FH0878
 FH0878.No superseded survey control is available for this station.
 FH0878
 FH0878_MARKER: DV = VERTICAL CONTROL DISK
 FH0878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0878_SP_SET: BRIDGE ABUTMENT
 FH0878_STAMPING: R 201 1984
 FH0878_MARK LOGO: NGS
 FH0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0878+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0878
 FH0878  HISTORY     - Date     Condition        Report By
 FH0878  HISTORY     - 1984     MONUMENTED       NGS
 FH0878  HISTORY     - 1988     GOOD             USPSQD
 FH0878  HISTORY     - 1989     GOOD             USPSQD
 FH0878  HISTORY     - 1990     GOOD             USPSQD
 FH0878  HISTORY     - 20020815 GOOD             OKDOT
 FH0878
 FH0878                          STATION DESCRIPTION
 FH0878
 FH0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0878'19.2 KM (11.9 MI) EAST FROM CHECOTAH.
 FH0878'19.2 KM (11.9 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0878'INTERCHANGE OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH,
 FH0878'ALSO 2.3 KM (1.4 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0878'INTERCHANGE OF STATE HIGHWAY 2 (ABOUT ONE MILE SOUTH OF WARNER), SET
 FH0878'IN THE SOUTH END OF THE EAST BRIDGE ABUTMENT OF AN OVERPASS,
 FH0878'6.9 METERS (22.5 FT) SOUTH OF THE CENTERLINE OF INTERSTATE 40
 FH0878'EASTBOUND LANES, 12.2 METERS (40.0 FT) SOUTH OF AN OKLAHOMA DEPARTMENT
 FH0878'OF HIGHWAY SURVEY DISK, AND 2.7 METERS (9.0 FT) EAST OF THE EAST END
 FH0878'OF A PIPE BRIDGE GUARDRAIL.
 FH0878'THE MARK IS 0.8 M ABOVE EASTBOUND HIGHWAY.
 FH0878
 FH0878                          STATION RECOVERY (1988)
 FH0878
 FH0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0878'RECOVERED IN GOOD CONDITION.
 FH0878
 FH0878                          STATION RECOVERY (1989)
 FH0878
 FH0878'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0878'RECOVERED IN GOOD CONDITION.
 FH0878
 FH0878                          STATION RECOVERY (1990)
 FH0878
 FH0878'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0878'RECOVERED IN GOOD CONDITION.
 FH0878
 FH0878                          STATION RECOVERY (2002)
 FH0878
 FH0878'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1323 ***********************************************************************
 GL1323  DESIGNATION -  R 202
 GL1323  PID         -  GL1323
 GL1323  STATE/COUNTY-  OK/CIMARRON
 GL1323  COUNTRY     -  US
 GL1323  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1323
 GL1323                         *CURRENT SURVEY CONTROL
 GL1323  ______________________________________________________________________
 GL1323* NAD 83(1986) POSITION- 36 46 14.     (N) 102 31 02.     (W)   SCALED
 GL1323* NAVD 88 ORTHO HEIGHT -  1271.685 (meters)     4172.19  (feet) ADJUSTED
 GL1323  ______________________________________________________________________
 GL1323  GEOID HEIGHT    -        -23.736 (meters)                     GEOID18
 GL1323  DYNAMIC HEIGHT  -       1270.292 (meters)     4167.62  (feet) COMP
 GL1323  MODELED GRAVITY -    979,491.4   (mgal)                       NAVD 88
 GL1323
 GL1323  VERT ORDER      -  FIRST     CLASS II
 GL1323
 GL1323.The horizontal coordinates were scaled from a map and have
 GL1323.an estimated accuracy of +/- 6 seconds.
 GL1323
 GL1323.The orthometric height was determined by differential leveling and
 GL1323.adjusted by the NATIONAL GEODETIC SURVEY
 GL1323.in June 1991.
 GL1323
 GL1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1323.GEOID18 height accuracy estimate available here.
 GL1323
 GL1323.Click photographs - Photos may exist for this station.
 GL1323
 GL1323.The dynamic height is computed by dividing the NAVD 88
 GL1323.geopotential number by the normal gravity value computed on the
 GL1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1323.degrees latitude (g = 980.6199 gals.).
 GL1323
 GL1323.The modeled gravity was interpolated from observed gravity values.
 GL1323
 GL1323;                    North         East    Units  Estimated Accuracy
 GL1323;SPC OK N     -   205,840.      196,860.      MT  (+/- 180 meters Scaled)
 GL1323
 GL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA215722(NAD 83)
 GL1323
 GL1323                          SUPERSEDED SURVEY CONTROL
 GL1323
 GL1323.No superseded survey control is available for this station.
 GL1323
 GL1323_MARKER: I = METAL ROD
 GL1323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1323_STAMPING: R 202 1985
 GL1323_MARK LOGO: NGS
 GL1323_PROJECTION: FLUSH
 GL1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1323+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL1323_ROD/PIPE-DEPTH: 5.2 meters
 GL1323
 GL1323  HISTORY     - Date     Condition        Report By
 GL1323  HISTORY     - 1985     MONUMENTED       NGS
 GL1323  HISTORY     - 20051008 GOOD             INDIV
 GL1323
 GL1323                          STATION DESCRIPTION
 GL1323
 GL1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1323'4.6 KM (2.85 MI) NORTH FROM BOISE CITY.
 GL1323'4.6 KM (2.85 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1323'IN BOISE CITY, 17.4 M (57.1 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO
 GL1323'THE BOISE CITY MUNICIPAL AIRPORT, 14.7 M (48.2 FT) EAST OF CENTERLINE
 GL1323'OF THE HIGHWAY, 10.6 M (34.8 FT) SOUTHWEST OF THE NORTH CORNER OF A
 GL1323'BUILDING, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE WITH A
 GL1323'TRANSFORMER AND STREET LIGHT. NOTE--ACCESS TO DATUM POINT IS HAD
 GL1323'THROUGH A 5-INCH LOGO CAP.
 GL1323'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GL1323'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 GL1323
 GL1323                          STATION RECOVERY (2005)
 GL1323
 GL1323'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL1323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1126 ***********************************************************************
 DM1126  DESIGNATION -  R 203
 DM1126  PID         -  DM1126
 DM1126  STATE/COUNTY-  OK/MCCURTAIN
 DM1126  COUNTRY     -  US
 DM1126  USGS QUAD   -  IDABEL (2019)
 DM1126
 DM1126                         *CURRENT SURVEY CONTROL
 DM1126  ______________________________________________________________________
 DM1126* NAD 83(1986) POSITION- 33 53 44.     (N) 094 46 45.     (W)   SCALED
 DM1126* NAVD 88 ORTHO HEIGHT -   144.659 (meters)      474.60  (feet) ADJUSTED
 DM1126  ______________________________________________________________________
 DM1126  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 DM1126  DYNAMIC HEIGHT  -        144.512 (meters)      474.12  (feet) COMP
 DM1126  MODELED GRAVITY -    979,620.3   (mgal)                       NAVD 88
 DM1126
 DM1126  VERT ORDER      -  FIRST     CLASS II
 DM1126
 DM1126.The horizontal coordinates were scaled from a map and have
 DM1126.an estimated accuracy of +/- 6 seconds.
 DM1126
 DM1126.The orthometric height was determined by differential leveling and
 DM1126.adjusted by the NATIONAL GEODETIC SURVEY
 DM1126.in June 1991.
 DM1126
 DM1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1126.GEOID18 height accuracy estimate available here.
 DM1126
 DM1126.Click photographs - Photos may exist for this station.
 DM1126
 DM1126.The dynamic height is computed by dividing the NAVD 88
 DM1126.geopotential number by the normal gravity value computed on the
 DM1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1126.degrees latitude (g = 980.6199 gals.).
 DM1126
 DM1126.The modeled gravity was interpolated from observed gravity values.
 DM1126
 DM1126;                    North         East    Units  Estimated Accuracy
 DM1126;SPC OK S     -    67,120.      897,870.      MT  (+/- 180 meters Scaled)
 DM1126
 DM1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT354520(NAD 83)
 DM1126
 DM1126                          SUPERSEDED SURVEY CONTROL
 DM1126
 DM1126.No superseded survey control is available for this station.
 DM1126
 DM1126_MARKER: I = METAL ROD
 DM1126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1126_STAMPING: R 203 1986
 DM1126_MARK LOGO: NGS
 DM1126_PROJECTION: RECESSED 1 CENTIMETERS
 DM1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1126_ROD/PIPE-DEPTH: 3.1 meters
 DM1126
 DM1126  HISTORY     - Date     Condition        Report By
 DM1126  HISTORY     - 1986     MONUMENTED       NGS
 DM1126
 DM1126                          STATION DESCRIPTION
 DM1126
 DM1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1126'4.7 KM (2.9 MI) EAST FROM IDABEL.
 DM1126'3.5 KM (2.15 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1126'U.S. HIGHWAY 259 IN IDABEL, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG
 DM1126'STATE HIGHWAY 3, 19.5 M (64.0 FT) NORTH OF THE CENTERLINE OF THE
 DM1126'HIGHWAY, 13.1 M (43.0 FT) SOUTHWEST OF THE SOUTH CORNER OF A MOBILE
 DM1126'HOME, 7.3 M (24.0 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH
 DM1126'TO A HOUSE, 6.5 M (21.3 FT) NORTHWEST OF UTILITY PEDESTAL NUMBER 100
 DM1126'1491, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 DM1126'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1126'THE MARK IS 0.6 METERS  SSE FROM  A WITNESS POST AND FENCE
 DM1126'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0825 ***********************************************************************
 FJ0825  DESIGNATION -  R 204
 FJ0825  PID         -  FJ0825
 FJ0825  STATE/COUNTY-  OK/KINGFISHER
 FJ0825  COUNTRY     -  US
 FJ0825  USGS QUAD   -  DOVER (2018)
 FJ0825
 FJ0825                         *CURRENT SURVEY CONTROL
 FJ0825  ______________________________________________________________________
 FJ0825* NAD 83(1986) POSITION- 35 52 34.     (N) 097 55 56.     (W)   SCALED
 FJ0825* NAVD 88 ORTHO HEIGHT -   316.686 (meters)     1038.99  (feet) ADJUSTED
 FJ0825  ______________________________________________________________________
 FJ0825  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 FJ0825  DYNAMIC HEIGHT  -        316.398 (meters)     1038.05  (feet) COMP
 FJ0825  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 FJ0825
 FJ0825  VERT ORDER      -  FIRST     CLASS II
 FJ0825
 FJ0825.The horizontal coordinates were scaled from a map and have
 FJ0825.an estimated accuracy of +/- 6 seconds.
 FJ0825
 FJ0825.The orthometric height was determined by differential leveling and
 FJ0825.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0825.in June 1991.
 FJ0825
 FJ0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0825.GEOID18 height accuracy estimate available here.
 FJ0825
 FJ0825.Click photographs - Photos may exist for this station.
 FJ0825
 FJ0825.The dynamic height is computed by dividing the NAVD 88
 FJ0825.geopotential number by the normal gravity value computed on the
 FJ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0825.degrees latitude (g = 980.6199 gals.).
 FJ0825
 FJ0825.The modeled gravity was interpolated from observed gravity values.
 FJ0825
 FJ0825;                    North         East    Units  Estimated Accuracy
 FJ0825;SPC OK N     -    97,210.      606,120.      MT  (+/- 180 meters Scaled)
 FJ0825
 FJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE963707(NAD 83)
 FJ0825
 FJ0825                          SUPERSEDED SURVEY CONTROL
 FJ0825
 FJ0825  NGVD 29 (04/22/92)  316.529  (m)         1038.48   (f) ADJUSTED    1 2
 FJ0825
 FJ0825.Superseded values are not recommended for survey control.
 FJ0825
 FJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0825.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0825
 FJ0825_MARKER: I = METAL ROD
 FJ0825_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0825_STAMPING: R 204 1985
 FJ0825_MARK LOGO: NGS
 FJ0825_PROJECTION: FLUSH
 FJ0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0825+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 FJ0825_ROD/PIPE-DEPTH: 12.8 meters
 FJ0825
 FJ0825  HISTORY     - Date     Condition        Report By
 FJ0825  HISTORY     - 1985     MONUMENTED       NGS
 FJ0825  HISTORY     - 20100603 GOOD             AIRDAT
 FJ0825
 FJ0825                          STATION DESCRIPTION
 FJ0825
 FJ0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0825'1.7 KM (1.05 MI) NORTH FROM KINGFISHER.
 FJ0825'1.72 KM (1.07 MI) NORTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT
 FJ0825'KINGFISHER, IN THE CENTER OF A DOUBLE WOOD POST BRACE IN THE SOUTHEAST
 FJ0825'CORNER OF A FIELD ACCESS ROAD LEADING EAST, 0.53 KM (0.33 MI) NORTH OF
 FJ0825'THE JUNCTION OF AIRPORT ROAD, 24.8 METERS (81.5 FT) EAST OF THE NORTH
 FJ0825'BOUND LANES, 7.3 METERS (24 FT) SOUTH OF THE CENTER OF THE ROAD,
 FJ0825'10.1 METERS (33.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FJ0825'CONCRETE HEADWALL FOR A 36-INCH CONCRETE PIPE CULVERT UNDER THE FIELD
 FJ0825'ACCESS ROAD, 3.4 METERS (11.3 FT) SOUTH OF THE SOUTH END OF A METAL
 FJ0825'GATE IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT
 FJ0825'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FJ0825'LOGO CAP.
 FJ0825'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0825'THE MARK IS 0.3 M BELOW THE NORTH BOUND LANE.
 FJ0825
 FJ0825                          STATION RECOVERY (2010)
 FJ0825
 FJ0825'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 FJ0825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0572 ***********************************************************************
 GH0572  DESIGNATION -  R 205
 GH0572  PID         -  GH0572
 GH0572  STATE/COUNTY-  OK/GRANT
 GH0572  COUNTRY     -  US
 GH0572  USGS QUAD   -  POND CREEK NW (2018)
 GH0572
 GH0572                         *CURRENT SURVEY CONTROL
 GH0572  ______________________________________________________________________
 GH0572* NAD 83(1986) POSITION- 36 38 39.     (N) 097 52 31.     (W)   SCALED
 GH0572* NAVD 88 ORTHO HEIGHT -   338.366 (meters)     1110.12  (feet) ADJUSTED
 GH0572  ______________________________________________________________________
 GH0572  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 GH0572  DYNAMIC HEIGHT  -        338.079 (meters)     1109.18  (feet) COMP
 GH0572  MODELED GRAVITY -    979,773.2   (mgal)                       NAVD 88
 GH0572
 GH0572  VERT ORDER      -  FIRST     CLASS II
 GH0572
 GH0572.The horizontal coordinates were scaled from a map and have
 GH0572.an estimated accuracy of +/- 6 seconds.
 GH0572
 GH0572.The orthometric height was determined by differential leveling and
 GH0572.adjusted by the NATIONAL GEODETIC SURVEY
 GH0572.in June 1991.
 GH0572
 GH0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0572.GEOID18 height accuracy estimate available here.
 GH0572
 GH0572.Click photographs - Photos may exist for this station.
 GH0572
 GH0572.The dynamic height is computed by dividing the NAVD 88
 GH0572.geopotential number by the normal gravity value computed on the
 GH0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0572.degrees latitude (g = 980.6199 gals.).
 GH0572
 GH0572.The modeled gravity was interpolated from observed gravity values.
 GH0572
 GH0572;                    North         East    Units  Estimated Accuracy
 GH0572;SPC OK N     -   182,440.      611,150.      MT  (+/- 180 meters Scaled)
 GH0572
 GH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF005559(NAD 83)
 GH0572
 GH0572                          SUPERSEDED SURVEY CONTROL
 GH0572
 GH0572  NGVD 29 (04/22/92)  338.210  (m)         1109.61   (f) ADJUSTED    1 2
 GH0572
 GH0572.Superseded values are not recommended for survey control.
 GH0572
 GH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0572.See file dsdata.pdf to determine how the superseded data were derived.
 GH0572
 GH0572_MARKER: I = METAL ROD
 GH0572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0572_STAMPING: R 205 1985
 GH0572_MARK LOGO: NGS
 GH0572_PROJECTION: FLUSH
 GH0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0572+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2009
 GH0572_ROD/PIPE-DEPTH: 5.8 meters
 GH0572
 GH0572  HISTORY     - Date     Condition        Report By
 GH0572  HISTORY     - 1985     MONUMENTED       NGS
 GH0572  HISTORY     - 20090202 GOOD             OKDOT
 GH0572
 GH0572                          STATION DESCRIPTION
 GH0572
 GH0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0572'30.3 KM (18.8 MI) NORTH FROM ENID.
 GH0572'0.96 KM (0.6 MI) WEST ALONG BROADWAY STREET FROM THE COUNTY COURTHOUSE
 GH0572'IN ENID, THENCE 29.4 KM (18.2 MI) NORTH ALONG US HIGHWAY 81, AT A
 GH0572'DOUBLE WIRE GATE LEADING EAST TO A FIELD, 26.0 METERS (85.4 FT) EAST
 GH0572'OF THE HIGHWAY CENTERLINE, 8.3 METERS (27.2 FT) SOUTH OF THE CENTER OF
 GH0572'THE SOUTH GATE, 1.0 METER (3.3 FT) SOUTH-SOUTHWEST OF A REAL ESTATE
 GH0572'AUCTION SIGN POST AND 0.2 METER (0.7 FT) WEST OF THE RIGHT OF WAY
 GH0572'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0572'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0572'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GH0572
 GH0572                          STATION RECOVERY (2009)
 GH0572
 GH0572'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0572'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0620 ***********************************************************************
 GH0620  DESIGNATION -  R 206
 GH0620  PID         -  GH0620
 GH0620  STATE/COUNTY-  OK/GRANT
 GH0620  COUNTRY     -  US
 GH0620  USGS QUAD   -  WAKITA SW (2018)
 GH0620
 GH0620                         *CURRENT SURVEY CONTROL
 GH0620  ______________________________________________________________________
 GH0620* NAD 83(1986) POSITION- 36 51 19.     (N) 097 55 46.     (W)   SCALED
 GH0620* NAVD 88 ORTHO HEIGHT -   354.289 (meters)     1162.36  (feet) ADJUSTED
 GH0620  ______________________________________________________________________
 GH0620  GEOID HEIGHT    -        -27.984 (meters)                     GEOID18
 GH0620  DYNAMIC HEIGHT  -        353.996 (meters)     1161.40  (feet) COMP
 GH0620  MODELED GRAVITY -    979,794.4   (mgal)                       NAVD 88
 GH0620
 GH0620  VERT ORDER      -  FIRST     CLASS II
 GH0620
 GH0620.The horizontal coordinates were scaled from a map and have
 GH0620.an estimated accuracy of +/- 6 seconds.
 GH0620
 GH0620.The orthometric height was determined by differential leveling and
 GH0620.adjusted by the NATIONAL GEODETIC SURVEY
 GH0620.in June 1991.
 GH0620
 GH0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0620.GEOID18 height accuracy estimate available here.
 GH0620
 GH0620.Click photographs - Photos may exist for this station.
 GH0620
 GH0620.The dynamic height is computed by dividing the NAVD 88
 GH0620.geopotential number by the normal gravity value computed on the
 GH0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0620.degrees latitude (g = 980.6199 gals.).
 GH0620
 GH0620.The modeled gravity was interpolated from observed gravity values.
 GH0620
 GH0620;                    North         East    Units  Estimated Accuracy
 GH0620;SPC OK N     -   205,860.      606,290.      MT  (+/- 180 meters Scaled)
 GH0620
 GH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF954793(NAD 83)
 GH0620
 GH0620                          SUPERSEDED SURVEY CONTROL
 GH0620
 GH0620.No superseded survey control is available for this station.
 GH0620
 GH0620_MARKER: I = METAL ROD
 GH0620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0620_STAMPING: R 206 1985
 GH0620_MARK LOGO: NGS
 GH0620_PROJECTION: FLUSH
 GH0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0620_ROD/PIPE-DEPTH: 3.4 meters
 GH0620
 GH0620  HISTORY     - Date     Condition        Report By
 GH0620  HISTORY     - 1985     MONUMENTED       NGS
 GH0620
 GH0620                          STATION DESCRIPTION
 GH0620
 GH0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0620'22.8 KM (14.15 MI) WNW FROM MEDFORD.
 GH0620'17.9 KM (11.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0620'HIGHWAY 81 AT MEDFORD, THENCE 4.9 KM (3.05 MI) NORTH ALONG STATE ROUTE
 GH0620'11A, TWO POWER POLES NORTH OF A CROSSROADS, SET BETWEEN TWO WITNESS
 GH0620'POSTS, 17.4 METERS (57 FT) EAST OF THE HIGHWAY CENTERLINE, 5.8 METERS
 GH0620'(19 FT) NORTH OF THE CENTER OF A GAP IN THE FENCE, 3.8 METERS
 GH0620'(12.5 FT) NORTHEAST OF THE EAST END OF A 18-INCH PIPE CULVERT, 0.91
 GH0620'METER (3 FT) WEST OF THE RIGHT OF WAY FENCE AND 0.61 METER (2 FT)
 GH0620'NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GH0620'5-INCH LOGO CAP.
 GH0620'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0620'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0606 ***********************************************************************
 GH0606  DESIGNATION -  R 207
 GH0606  PID         -  GH0606
 GH0606  STATE/COUNTY-  OK/GARFIELD
 GH0606  COUNTRY     -  US
 GH0606  USGS QUAD   -  ENID WEST (2018)
 GH0606
 GH0606                         *CURRENT SURVEY CONTROL
 GH0606  ______________________________________________________________________
 GH0606* NAD 83(1986) POSITION- 36 23 00.2    (N) 097 53 22.0    (W)   HD_HELD2
 GH0606* NAVD 88 ORTHO HEIGHT -   380.797 (meters)     1249.33  (feet) ADJUSTED
 GH0606  ______________________________________________________________________
 GH0606  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 GH0606  DYNAMIC HEIGHT  -        380.461 (meters)     1248.23  (feet) COMP
 GH0606  MODELED GRAVITY -    979,740.0   (mgal)                       NAVD 88
 GH0606
 GH0606  VERT ORDER      -  FIRST     CLASS II
 GH0606
 GH0606.The horizontal coordinates were established by autonomous hand held GPS
 GH0606.observations and have an estimated accuracy of +/- 10 meters.
 GH0606
 GH0606.The orthometric height was determined by differential leveling and
 GH0606.adjusted by the NATIONAL GEODETIC SURVEY
 GH0606.in June 1991.
 GH0606
 GH0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0606.GEOID18 height accuracy estimate available here.
 GH0606
 GH0606.Click photographs - Photos may exist for this station.
 GH0606
 GH0606.The dynamic height is computed by dividing the NAVD 88
 GH0606.geopotential number by the normal gravity value computed on the
 GH0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0606.degrees latitude (g = 980.6199 gals.).
 GH0606
 GH0606.The modeled gravity was interpolated from observed gravity values.
 GH0606
 GH0606;                    North         East    Units  Estimated Accuracy
 GH0606;SPC OK N     -   153,498.      609,919.      MT  (+/- 10 meters HH2 GPS)
 GH0606
 GH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9960627045(NAD 83)
 GH0606
 GH0606                          SUPERSEDED SURVEY CONTROL
 GH0606
 GH0606  NGVD 29 (04/22/92)  380.617  (m)         1248.74   (f) ADJUSTED    1 2
 GH0606
 GH0606.Superseded values are not recommended for survey control.
 GH0606
 GH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0606.See file dsdata.pdf to determine how the superseded data were derived.
 GH0606
 GH0606_MARKER: F = FLANGE-ENCASED ROD
 GH0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0606_STAMPING: R 207 1985
 GH0606_MARK LOGO: NGS
 GH0606_PROJECTION: FLUSH
 GH0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0606+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2009
 GH0606_ROD/PIPE-DEPTH: 11.3 meters
 GH0606
 GH0606  HISTORY     - Date     Condition        Report By
 GH0606  HISTORY     - 1985     MONUMENTED       NGS
 GH0606  HISTORY     - 20091201 GOOD             INDIV
 GH0606
 GH0606                          STATION DESCRIPTION
 GH0606
 GH0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0606'IN ENID.
 GH0606'IN ENID, IN THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH VAN
 GH0606'BUREN STREET AND WEST FRANTZ AVENUE, 61.0 METERS (200 FT) EAST OF THE
 GH0606'CENTER OF VAN BUREN STREET, 6.4 METERS (21 FT) NORTH OF THE CENTER OF
 GH0606'FRANTZ AVENUE, 35.1 METERS (115 FT) WEST OF THE EXTENDED CENTER OF
 GH0606'SOUTH JACKSON STREET LEADING SOUTH, 29.3 METERS (96 FT)
 GH0606'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND
 GH0606'THE PLAINSMENS ATHLETIC FIELD, 23.8 METERS (78 FT) NORTH-NORTHEAST THE
 GH0606'NORTHEAST CORNER OF THE SONIC RESTAURANT, 1.4 METERS (4.5 FT) NORTH OF
 GH0606'A 4-INCH IRON PIPE FOR A CABLE FENCE AND 0.8 METER (2.7 F EAST OF THE
 GH0606'SECOND POWER POLE EAST OF VAN BUREN STREET. NOTE--ACCESS TO DATUM
 GH0606'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0606'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0606'THE MARK IS 0.2 M ABOVE THE STREET.
 GH0606
 GH0606                          STATION RECOVERY (2009)
 GH0606
 GH0606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0606'WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0770 ***********************************************************************
 EK0770  DESIGNATION -  R 208
 EK0770  PID         -  EK0770
 EK0770  STATE/COUNTY-  OK/CHOCTAW
 EK0770  COUNTRY     -  US
 EK0770  USGS QUAD   -  SWINK (2019)
 EK0770
 EK0770                         *CURRENT SURVEY CONTROL
 EK0770  ______________________________________________________________________
 EK0770* NAD 83(1986) POSITION- 34 01 30.     (N) 095 11 00.     (W)   SCALED
 EK0770* NAVD 88 ORTHO HEIGHT -   158.512 (meters)      520.05  (feet) ADJUSTED
 EK0770  ______________________________________________________________________
 EK0770  GEOID HEIGHT    -        -28.957 (meters)                     GEOID18
 EK0770  DYNAMIC HEIGHT  -        158.345 (meters)      519.50  (feet) COMP
 EK0770  MODELED GRAVITY -    979,582.3   (mgal)                       NAVD 88
 EK0770
 EK0770  VERT ORDER      -  FIRST     CLASS II
 EK0770
 EK0770.The horizontal coordinates were scaled from a map and have
 EK0770.an estimated accuracy of +/- 6 seconds.
 EK0770
 EK0770.The orthometric height was determined by differential leveling and
 EK0770.adjusted by the NATIONAL GEODETIC SURVEY
 EK0770.in June 1991.
 EK0770
 EK0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0770.GEOID18 height accuracy estimate available here.
 EK0770
 EK0770.Click photographs - Photos may exist for this station.
 EK0770
 EK0770.The dynamic height is computed by dividing the NAVD 88
 EK0770.geopotential number by the normal gravity value computed on the
 EK0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0770.degrees latitude (g = 980.6199 gals.).
 EK0770
 EK0770.The modeled gravity was interpolated from observed gravity values.
 EK0770
 EK0770;                    North         East    Units  Estimated Accuracy
 EK0770;SPC OK S     -    80,350.      860,100.      MT  (+/- 180 meters Scaled)
 EK0770
 EK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT984670(NAD 83)
 EK0770
 EK0770                          SUPERSEDED SURVEY CONTROL
 EK0770
 EK0770.No superseded survey control is available for this station.
 EK0770
 EK0770_MARKER: I = METAL ROD
 EK0770_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0770+WITH SETTING: INFORMATION.
 EK0770_STAMPING: R 208 1986
 EK0770_MARK LOGO: NGS
 EK0770_PROJECTION: FLUSH
 EK0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0770_ROD/PIPE-DEPTH: 1.3 meters
 EK0770
 EK0770  HISTORY     - Date     Condition        Report By
 EK0770  HISTORY     - 1986     MONUMENTED       NGS
 EK0770
 EK0770                          STATION DESCRIPTION
 EK0770
 EK0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0770'32.7 KM (20.3 MI) EAST FROM HUGO.
 EK0770'32.7 KM (20.3 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0770'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 45.5 M (149.3 FT) SOUTH
 EK0770'OF THE CENTERLINE OF THE HIGHWAY, 14.1 M (46.3 FT) SOUTH OF THE NEAR
 EK0770'RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 6.2 M (20.3 FT) EAST OF
 EK0770'THE CENTER OF A GRAVELED DRIVEWAY LEADING SOUTH TO A HOUSE.
 EK0770'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0770'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EK0770'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0801 ***********************************************************************
 EK0801  DESIGNATION -  R 209
 EK0801  PID         -  EK0801
 EK0801  STATE/COUNTY-  OK/CHOCTAW
 EK0801  COUNTRY     -  US
 EK0801  USGS QUAD   -  BOSWELL (2018)
 EK0801
 EK0801                         *CURRENT SURVEY CONTROL
 EK0801  ______________________________________________________________________
 EK0801* NAD 83(1986) POSITION- 34 01 57.     (N) 095 50 26.     (W)   SCALED
 EK0801* NAVD 88 ORTHO HEIGHT -   169.756 (meters)      556.94  (feet) ADJUSTED
 EK0801  ______________________________________________________________________
 EK0801  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 EK0801  DYNAMIC HEIGHT  -        169.576 (meters)      556.35  (feet) COMP
 EK0801  MODELED GRAVITY -    979,574.3   (mgal)                       NAVD 88
 EK0801
 EK0801  VERT ORDER      -  FIRST     CLASS II
 EK0801
 EK0801.The horizontal coordinates were scaled from a map and have
 EK0801.an estimated accuracy of +/- 6 seconds.
 EK0801
 EK0801.The orthometric height was determined by differential leveling and
 EK0801.adjusted by the NATIONAL GEODETIC SURVEY
 EK0801.in June 1991.
 EK0801
 EK0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0801.GEOID18 height accuracy estimate available here.
 EK0801
 EK0801.Click photographs - Photos may exist for this station.
 EK0801
 EK0801.The dynamic height is computed by dividing the NAVD 88
 EK0801.geopotential number by the normal gravity value computed on the
 EK0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0801.degrees latitude (g = 980.6199 gals.).
 EK0801
 EK0801.The modeled gravity was interpolated from observed gravity values.
 EK0801
 EK0801;                    North         East    Units  Estimated Accuracy
 EK0801;SPC OK S     -    79,690.      799,410.      MT  (+/- 180 meters Scaled)
 EK0801
 EK0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT377693(NAD 83)
 EK0801
 EK0801                          SUPERSEDED SURVEY CONTROL
 EK0801
 EK0801.No superseded survey control is available for this station.
 EK0801
 EK0801_MARKER: I = METAL ROD
 EK0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0801_STAMPING: R 209 1986
 EK0801_MARK LOGO: NGS
 EK0801_PROJECTION: FLUSH
 EK0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0801_ROD/PIPE-DEPTH: 7.3 meters
 EK0801
 EK0801  HISTORY     - Date     Condition        Report By
 EK0801  HISTORY     - 1986     MONUMENTED       NGS
 EK0801
 EK0801                          STATION DESCRIPTION
 EK0801
 EK0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0801'32.3 KM (20.1 MI) WEST FROM HUGO.
 EK0801'32.3 KM (20.05 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0801'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 22.6 M (74.1 FT) EAST OF
 EK0801'A UTILITY POLE, 19.0 M (62.3 FT) NORTH OF THE CENTERLINE OF THE
 EK0801'HIGHWAY, AND 7.7 M (25.3 FT) EAST OF THE CENTER OF A GATE AND FIELD
 EK0801'ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EK0801'CAP.
 EK0801'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0801'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0677 ***********************************************************************
 EL0677  DESIGNATION -  R 210
 EL0677  PID         -  EL0677
 EL0677  STATE/COUNTY-  OK/STEPHENS
 EL0677  COUNTRY     -  US
 EL0677  USGS QUAD   -  MARLOW (2018)
 EL0677
 EL0677                         *CURRENT SURVEY CONTROL
 EL0677  ______________________________________________________________________
 EL0677* NAD 83(1986) POSITION- 34 38 50.     (N) 097 57 16.     (W)   SCALED
 EL0677* NAVD 88 ORTHO HEIGHT -   394.136 (meters)     1293.09  (feet) ADJUSTED
 EL0677  ______________________________________________________________________
 EL0677  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 EL0677  DYNAMIC HEIGHT  -        393.724 (meters)     1291.74  (feet) COMP
 EL0677  MODELED GRAVITY -    979,578.5   (mgal)                       NAVD 88
 EL0677
 EL0677  VERT ORDER      -  FIRST     CLASS II
 EL0677
 EL0677.The horizontal coordinates were scaled from a map and have
 EL0677.an estimated accuracy of +/- 6 seconds.
 EL0677
 EL0677.The orthometric height was determined by differential leveling and
 EL0677.adjusted by the NATIONAL GEODETIC SURVEY
 EL0677.in June 1991.
 EL0677
 EL0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0677.GEOID18 height accuracy estimate available here.
 EL0677
 EL0677.Click photographs - Photos may exist for this station.
 EL0677
 EL0677.The dynamic height is computed by dividing the NAVD 88
 EL0677.geopotential number by the normal gravity value computed on the
 EL0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0677.degrees latitude (g = 980.6199 gals.).
 EL0677
 EL0677.The modeled gravity was interpolated from observed gravity values.
 EL0677
 EL0677;                    North         East    Units  Estimated Accuracy
 EL0677;SPC OK S     -   145,740.      604,180.      MT  (+/- 180 meters Scaled)
 EL0677
 EL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND958344(NAD 83)
 EL0677
 EL0677                          SUPERSEDED SURVEY CONTROL
 EL0677
 EL0677.No superseded survey control is available for this station.
 EL0677
 EL0677_MARKER: I = METAL ROD
 EL0677_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL0677_STAMPING: R 210 1986
 EL0677_MARK LOGO: NGS
 EL0677_PROJECTION: FLUSH
 EL0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0677+STABILITY: POSITION/ELEVATION WELL
 EL0677_ROD/PIPE-DEPTH: 9.5 meters
 EL0677_SLEEVE-DEPTH  : 9.1 meters
 EL0677
 EL0677  HISTORY     - Date     Condition        Report By
 EL0677  HISTORY     - 1986     MONUMENTED       NGS
 EL0677
 EL0677                          STATION DESCRIPTION
 EL0677
 EL0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0677'IN MARLOW.
 EL0677'IN MARLOW, AT THE INTERSECTION OF STATE HIGHWAY 29 (MAIN STREET) AND
 EL0677'THE OKLAHOMA KANSAS TEXAS RAILROAD, 23.7 M (77.8 FT) WEST OF THE NEAR
 EL0677'RAIL, 12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.2
 EL0677'M (3.9 FT) WEST OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO
 EL0677'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0677'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0679 ***********************************************************************
 EL0679  DESIGNATION -  R 211
 EL0679  PID         -  EL0679
 EL0679  STATE/COUNTY-  OK/GRADY
 EL0679  COUNTRY     -  US
 EL0679  USGS QUAD   -  MARLOW (2018)
 EL0679
 EL0679                         *CURRENT SURVEY CONTROL
 EL0679  ______________________________________________________________________
 EL0679* NAD 83(1986) POSITION- 34 40 54.42   (N) 097 57 27.44   (W)   HD_HELD1
 EL0679* NAVD 88 ORTHO HEIGHT -   398.089 (meters)     1306.06  (feet) ADJUSTED
 EL0679  ______________________________________________________________________
 EL0679  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 EL0679  DYNAMIC HEIGHT  -        397.674 (meters)     1304.70  (feet) COMP
 EL0679  MODELED GRAVITY -    979,580.8   (mgal)                       NAVD 88
 EL0679
 EL0679  VERT ORDER      -  FIRST     CLASS II
 EL0679
 EL0679.The horizontal coordinates were determined by differentially corrected
 EL0679.hand held GPS observations or other comparable positioning techniques
 EL0679.and have an estimated accuracy of +/- 3 meters.
 EL0679
 EL0679.The orthometric height was determined by differential leveling and
 EL0679.adjusted by the NATIONAL GEODETIC SURVEY
 EL0679.in June 1991.
 EL0679
 EL0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0679.GEOID18 height accuracy estimate available here.
 EL0679
 EL0679.Click photographs - Photos may exist for this station.
 EL0679
 EL0679.The dynamic height is computed by dividing the NAVD 88
 EL0679.geopotential number by the normal gravity value computed on the
 EL0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0679.degrees latitude (g = 980.6199 gals.).
 EL0679
 EL0679.The modeled gravity was interpolated from observed gravity values.
 EL0679
 EL0679;                    North         East    Units  Estimated Accuracy
 EL0679;SPC OK S     -   149,575.7     603,883.3     MT  (+/- 3 meters HH1 GPS) 
 EL0679
 EL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9548738249(NAD 83)
 EL0679
 EL0679                          SUPERSEDED SURVEY CONTROL
 EL0679
 EL0679.No superseded survey control is available for this station.
 EL0679
 EL0679_MARKER: F = FLANGE-ENCASED ROD
 EL0679_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0679+WITH SETTING: INFORMATION.
 EL0679_STAMPING: R 211 1986
 EL0679_MARK LOGO: NGS
 EL0679_PROJECTION: FLUSH
 EL0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0679+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0679_ROD/PIPE-DEPTH: 2.7 meters
 EL0679
 EL0679  HISTORY     - Date     Condition        Report By
 EL0679  HISTORY     - 1986     MONUMENTED       NGS
 EL0679  HISTORY     - 1986     GOOD             DMA
 EL0679  HISTORY     - 20180711 GOOD             OKDOT
 EL0679
 EL0679                          STATION DESCRIPTION
 EL0679
 EL0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0679'22.5 KM (14.0 MI) NORTH FROM DUNCAN.
 EL0679'22.5 KM (14.0 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0679'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 51.0
 EL0679'M (167.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT)
 EL0679'NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST, AND 1.2 M (3.9 FT)
 EL0679'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EL0679'5-INCH LOGO CAP.
 EL0679'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 EL0679'THE MARK IS 0.4 M ABOVE THE ROAD.
 EL0679
 EL0679                          STATION RECOVERY (1986)
 EL0679
 EL0679'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 EL0679'RECOVERED IN GOOD CONDITION.
 EL0679
 EL0679                          STATION RECOVERY (2018)
 EL0679
 EL0679'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0963 ***********************************************************************
 DN0963  DESIGNATION -  R 212
 DN0963  PID         -  DN0963
 DN0963  STATE/COUNTY-  OK/BRYAN
 DN0963  COUNTRY     -  US
 DN0963  USGS QUAD   -  DURANT SOUTH (2018)
 DN0963
 DN0963                         *CURRENT SURVEY CONTROL
 DN0963  ______________________________________________________________________
 DN0963* NAD 83(1986) POSITION- 33 55 07.     (N) 096 26 50.     (W)   SCALED
 DN0963* NAVD 88 ORTHO HEIGHT -   207.004 (meters)      679.15  (feet) ADJUSTED
 DN0963  ______________________________________________________________________
 DN0963  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 DN0963  DYNAMIC HEIGHT  -        206.786 (meters)      678.43  (feet) COMP
 DN0963  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 DN0963
 DN0963  VERT ORDER      -  FIRST     CLASS II
 DN0963
 DN0963.The horizontal coordinates were scaled from a map and have
 DN0963.an estimated accuracy of +/- 6 seconds.
 DN0963
 DN0963.The orthometric height was determined by differential leveling and
 DN0963.adjusted by the NATIONAL GEODETIC SURVEY
 DN0963.in June 1991.
 DN0963
 DN0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0963.GEOID18 height accuracy estimate available here.
 DN0963
 DN0963.Click photographs - Photos may exist for this station.
 DN0963
 DN0963.The dynamic height is computed by dividing the NAVD 88
 DN0963.geopotential number by the normal gravity value computed on the
 DN0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0963.degrees latitude (g = 980.6199 gals.).
 DN0963
 DN0963.The modeled gravity was interpolated from observed gravity values.
 DN0963
 DN0963;                    North         East    Units  Estimated Accuracy
 DN0963;SPC OK S     -    66,030.      743,580.      MT  (+/- 180 meters Scaled)
 DN0963
 DN0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC359560(NAD 83)
 DN0963
 DN0963                          SUPERSEDED SURVEY CONTROL
 DN0963
 DN0963.No superseded survey control is available for this station.
 DN0963
 DN0963_MARKER: I = METAL ROD
 DN0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0963_STAMPING: R 212 1986
 DN0963_MARK LOGO: NGS
 DN0963_PROJECTION: FLUSH
 DN0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0963_ROD/PIPE-DEPTH: 3.4 meters
 DN0963
 DN0963  HISTORY     - Date     Condition        Report By
 DN0963  HISTORY     - 1986     MONUMENTED       NGS
 DN0963
 DN0963                          STATION DESCRIPTION
 DN0963
 DN0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0963'10.4 KM (6.45 MI) SW FROM DURANT.
 DN0963'10.4 KM (6.45 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0963'AND U.S. HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT,
 DN0963'20.3 M (66.6 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 DN0963'LANES OF THE HIGHWAY, 5.8 M (19.0 FT) NORTHEAST OF A LARGE FENCE BRACE
 DN0963'POST, AND 3.6 M (11.8 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS
 DN0963'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0963'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST AND FENCE
 DN0963'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0647 ***********************************************************************
 EL0647  DESIGNATION -  R 213
 EL0647  PID         -  EL0647
 EL0647  STATE/COUNTY-  OK/JEFFERSON
 EL0647  COUNTRY     -  US
 EL0647  USGS QUAD   -  WAURIKA EAST (2018)
 EL0647
 EL0647                         *CURRENT SURVEY CONTROL
 EL0647  ______________________________________________________________________
 EL0647* NAD 83(1986) POSITION- 34 11 23.6    (N) 097 58 56.9    (W)   HD_HELD2
 EL0647* NAVD 88 ORTHO HEIGHT -   282.348 (meters)      926.34  (feet) ADJUSTED
 EL0647  ______________________________________________________________________
 EL0647  GEOID HEIGHT    -        -25.561 (meters)                     GEOID18
 EL0647  DYNAMIC HEIGHT  -        282.064 (meters)      925.41  (feet) COMP
 EL0647  MODELED GRAVITY -    979,620.2   (mgal)                       NAVD 88
 EL0647
 EL0647  VERT ORDER      -  FIRST     CLASS II
 EL0647
 EL0647.The horizontal coordinates were established by autonomous hand held GPS
 EL0647.observations and have an estimated accuracy of +/- 10 meters.
 EL0647
 EL0647.The orthometric height was determined by differential leveling and
 EL0647.adjusted by the NATIONAL GEODETIC SURVEY
 EL0647.in June 1991.
 EL0647
 EL0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0647.GEOID18 height accuracy estimate available here.
 EL0647
 EL0647.Click photographs - Photos may exist for this station.
 EL0647
 EL0647.The dynamic height is computed by dividing the NAVD 88
 EL0647.geopotential number by the normal gravity value computed on the
 EL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0647.degrees latitude (g = 980.6199 gals.).
 EL0647
 EL0647.The modeled gravity was interpolated from observed gravity values.
 EL0647
 EL0647;                    North         East    Units  Estimated Accuracy
 EL0647;SPC OK S     -    95,012.      601,616.      MT  (+/- 10 meters HH2 GPS)
 EL0647
 EL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9375883678(NAD 83)
 EL0647
 EL0647                          SUPERSEDED SURVEY CONTROL
 EL0647
 EL0647.No superseded survey control is available for this station.
 EL0647
 EL0647_MARKER: F = FLANGE-ENCASED ROD
 EL0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0647_STAMPING: R 213 1986
 EL0647_MARK LOGO: NGS
 EL0647_PROJECTION: FLUSH
 EL0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0647_ROD/PIPE-DEPTH: 7.9 meters
 EL0647
 EL0647  HISTORY     - Date     Condition        Report By
 EL0647  HISTORY     - 1986     MONUMENTED       NGS
 EL0647
 EL0647                          STATION DESCRIPTION
 EL0647
 EL0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0647'3.5 KM (2.2 MI) NORTH FROM WAURIKA.
 EL0647'3.5 KM (2.15 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0647'WITH U.S. HIGHWAY 70 IN WAURIKA, 19.4 M (63.6 FT) WEST OF THE
 EL0647'CENTERLINE OF THE HIGHWAY, 10.5 M (34.4 FT) NORTHWEST OF THE CENTER OF
 EL0647'THE NORTH HEADWALL OF A CONCRETE CULVERT, 9.6 KM (31.5 FT) NORTH OF
 EL0647'THE CENTER OF A GATE, AND 2.6 M (8.5 FT) SOUTHWEST OF A UTILITY POLE.
 EL0647'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0647'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EL0647'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0783 ***********************************************************************
 FJ0783  DESIGNATION -  R 214
 FJ0783  PID         -  FJ0783
 FJ0783  STATE/COUNTY-  OK/GRADY
 FJ0783  COUNTRY     -  US
 FJ0783  USGS QUAD   -  CHICKASHA (2018)
 FJ0783
 FJ0783                         *CURRENT SURVEY CONTROL
 FJ0783  ______________________________________________________________________
 FJ0783* NAD 83(1986) POSITION- 35 03 30.     (N) 097 57 37.     (W)   SCALED
 FJ0783* NAVD 88 ORTHO HEIGHT -   335.085 (meters)     1099.36  (feet) ADJUSTED
 FJ0783  ______________________________________________________________________
 FJ0783  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 FJ0783  DYNAMIC HEIGHT  -        334.753 (meters)     1098.27  (feet) COMP
 FJ0783  MODELED GRAVITY -    979,635.0   (mgal)                       NAVD 88
 FJ0783
 FJ0783  VERT ORDER      -  FIRST     CLASS II
 FJ0783
 FJ0783.The horizontal coordinates were scaled from a map and have
 FJ0783.an estimated accuracy of +/- 6 seconds.
 FJ0783
 FJ0783.The orthometric height was determined by differential leveling and
 FJ0783.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0783.in June 1991.
 FJ0783
 FJ0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0783.GEOID18 height accuracy estimate available here.
 FJ0783
 FJ0783.Click photographs - Photos may exist for this station.
 FJ0783
 FJ0783.The dynamic height is computed by dividing the NAVD 88
 FJ0783.geopotential number by the normal gravity value computed on the
 FJ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0783.degrees latitude (g = 980.6199 gals.).
 FJ0783
 FJ0783.The modeled gravity was interpolated from observed gravity values.
 FJ0783
 FJ0783;                    North         East    Units  Estimated Accuracy
 FJ0783;SPC OK S     -   191,350.      603,620.      MT  (+/- 180 meters Scaled)
 FJ0783
 FJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND948800(NAD 83)
 FJ0783
 FJ0783                          SUPERSEDED SURVEY CONTROL
 FJ0783
 FJ0783.No superseded survey control is available for this station.
 FJ0783
 FJ0783_MARKER: I = METAL ROD
 FJ0783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0783_STAMPING: R 214 1986
 FJ0783_MARK LOGO: NGS
 FJ0783_PROJECTION: FLUSH
 FJ0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0783_ROD/PIPE-DEPTH: 18.0 meters
 FJ0783
 FJ0783  HISTORY     - Date     Condition        Report By
 FJ0783  HISTORY     - 1986     MONUMENTED       NGS
 FJ0783
 FJ0783                          STATION DESCRIPTION
 FJ0783
 FJ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0783'IN CHICKASHA.
 FJ0783'IN CHICKASHA, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND INDUSTRIAL
 FJ0783'BOULEVARD, IN THE CENTER OF THE MOST SOUTHERLY LEGS OF A THREE LEGGED
 FJ0783'UTILITY LINE TOWER, 46.4 M (152.2 FT) NORTHEAST OF THE CENTERLINE OF
 FJ0783'THE NORTH BOUND LANES OF THE HIGHWAY, 41.5 M (136.2 FT) SOUTHWEST OF
 FJ0783'THE CENTER OF FRISCO AVENUE, 25.1 M (82.3 FT) SOUTHEAST OF THE CENTER
 FJ0783'OF THE HIGHWAY MEDIAN, AND 0.8 M (2.6 FT) NORTH OF THE MOST SOUTHERLY
 FJ0783'LEG OF THE TOWER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FJ0783'LOGO CAP.
 FJ0783'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 FJ0783'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1376 ***********************************************************************
 FJ1376  DESIGNATION -  R 215
 FJ1376  PID         -  FJ1376
 FJ1376  STATE/COUNTY-  OK/MCCLAIN
 FJ1376  COUNTRY     -  US
 FJ1376  USGS QUAD   -  NORMAN (2018)
 FJ1376
 FJ1376                         *CURRENT SURVEY CONTROL
 FJ1376  ______________________________________________________________________
 FJ1376* NAD 83(1986) POSITION- 35 10 58.     (N) 097 29 48.     (W)   SCALED
 FJ1376* NAVD 88 ORTHO HEIGHT -   337.678 (meters)     1107.87  (feet) ADJUSTED
 FJ1376  ______________________________________________________________________
 FJ1376  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 FJ1376  DYNAMIC HEIGHT  -        337.350 (meters)     1106.79  (feet) COMP
 FJ1376  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 FJ1376
 FJ1376  VERT ORDER      -  FIRST     CLASS II
 FJ1376
 FJ1376.The horizontal coordinates were scaled from a map and have
 FJ1376.an estimated accuracy of +/- 6 seconds.
 FJ1376
 FJ1376.The orthometric height was determined by differential leveling and
 FJ1376.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1376.in August 1994.
 FJ1376
 FJ1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1376.GEOID18 height accuracy estimate available here.
 FJ1376
 FJ1376.Click photographs - Photos may exist for this station.
 FJ1376
 FJ1376.The dynamic height is computed by dividing the NAVD 88
 FJ1376.geopotential number by the normal gravity value computed on the
 FJ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1376.degrees latitude (g = 980.6199 gals.).
 FJ1376
 FJ1376.The modeled gravity was interpolated from observed gravity values.
 FJ1376
 FJ1376;                    North         East    Units  Estimated Accuracy
 FJ1376;SPC OK S     -   205,270.      645,850.      MT  (+/- 180 meters Scaled)
 FJ1376
 FJ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD368943(NAD 83)
 FJ1376
 FJ1376                          SUPERSEDED SURVEY CONTROL
 FJ1376
 FJ1376.No superseded survey control is available for this station.
 FJ1376
 FJ1376_MARKER: I = METAL ROD
 FJ1376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1376_STAMPING: R 215 1994
 FJ1376_MARK LOGO: NGS
 FJ1376_PROJECTION: FLUSH
 FJ1376_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1376+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1376_ROD/PIPE-DEPTH: 21.3 meters
 FJ1376
 FJ1376  HISTORY     - Date     Condition        Report By
 FJ1376  HISTORY     - 1994     MONUMENTED       NGS
 FJ1376
 FJ1376                          STATION DESCRIPTION
 FJ1376
 FJ1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1376'2.2 KM (1.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 35 FROM THE
 FJ1376'JUNCTION OF STATE HIGHWAY 9 EAST IN NORMAN (EXIT 108 A), THENCE 0.3
 FJ1376'KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 9 (EXIT 106), 104.1 M
 FJ1376'(341.5 FT) WEST OF THE CENTER OF A SERVICE ROAD, 73.4 M (240.8 FT)
 FJ1376'NORTHEAST OF THE CENTER OF THE WESTBOUND LANE OF THE HIGHWAY, 39.8 M
 FJ1376'(130.6 FT) NORTH OF THE CENTER OF A SOUTHBOUND OFF RAMP, 15.5 M
 FJ1376'(50.9 FT) NORTHWEST OF A FENCE CORNER, 12.4 M (40.7 FT) WEST OF A
 FJ1376'FENCE CORNER AND UTILITY POLE WITH 1 GUY CABLE, 0.5 M (1.6 FT) BELOW
 FJ1376'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 FJ1376'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FJ1376'CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1401 ***********************************************************************
 FJ1401  DESIGNATION -  R 216
 FJ1401  PID         -  FJ1401
 FJ1401  STATE/COUNTY-  OK/OKLAHOMA
 FJ1401  COUNTRY     -  US
 FJ1401  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1401
 FJ1401                         *CURRENT SURVEY CONTROL
 FJ1401  ______________________________________________________________________
 FJ1401* NAD 83(1986) POSITION- 35 26 15.2    (N) 097 29 41.4    (W)   HD_HELD2
 FJ1401* NAVD 88 ORTHO HEIGHT -   380.674 (meters)     1248.93  (feet) ADJUSTED
 FJ1401  ______________________________________________________________________
 FJ1401  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 FJ1401  DYNAMIC HEIGHT  -        380.310 (meters)     1247.73  (feet) COMP
 FJ1401  MODELED GRAVITY -    979,664.4   (mgal)                       NAVD 88
 FJ1401
 FJ1401  VERT ORDER      -  FIRST     CLASS II
 FJ1401
 FJ1401.The horizontal coordinates were established by autonomous hand held GPS
 FJ1401.observations and have an estimated accuracy of +/- 10 meters.
 FJ1401
 FJ1401.The orthometric height was determined by differential leveling and
 FJ1401.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1401.in August 1994.
 FJ1401
 FJ1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1401.GEOID18 height accuracy estimate available here.
 FJ1401
 FJ1401.Click photographs - Photos may exist for this station.
 FJ1401
 FJ1401.The dynamic height is computed by dividing the NAVD 88
 FJ1401.geopotential number by the normal gravity value computed on the
 FJ1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1401.degrees latitude (g = 980.6199 gals.).
 FJ1401
 FJ1401.The modeled gravity was interpolated from observed gravity values.
 FJ1401
 FJ1401;                    North         East    Units  Estimated Accuracy
 FJ1401;SPC OK N     -    48,668.      645,870.      MT  (+/- 10 meters HH2 GPS)
 FJ1401
 FJ1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3661822608(NAD 83)
 FJ1401
 FJ1401                          SUPERSEDED SURVEY CONTROL
 FJ1401
 FJ1401.No superseded survey control is available for this station.
 FJ1401
 FJ1401_MARKER: I = METAL ROD
 FJ1401_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1401+WITH SETTING: INFORMATION.
 FJ1401_STAMPING: R 216 1994
 FJ1401_MARK LOGO: NGS
 FJ1401_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1401+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2001
 FJ1401
 FJ1401  HISTORY     - Date     Condition        Report By
 FJ1401  HISTORY     - 1994     MONUMENTED       NGS
 FJ1401  HISTORY     - 20010914 GOOD             INDIV
 FJ1401  HISTORY     - 20110623 GOOD             GEOCAC
 FJ1401
 FJ1401                          STATION DESCRIPTION
 FJ1401
 FJ1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1401'IN OKLAHOMA CITY, AT THE INTERSECTION OF HIGH AVENUE AND SOUTHEAST
 FJ1401'27TH STREET, A METAL ROD DRIVEN 1.6 METERS AND FLUSH WITH THE
 FJ1401'GROUND, 14.1 M (46.3 FT) NORTH OF THE STREET CENTER, 10.1 M
 FJ1401'(33.1 FT) WEST OF THE AVENUE CENTERLINE, 2.2 M (7.2 FT) NORTH OF A
 FJ1401'CHAIN-LINK FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 FJ1401'AVENUE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 FJ1401'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 FJ1401'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FJ1401
 FJ1401                          STATION RECOVERY (2001)
 FJ1401
 FJ1401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ1401'RECOVERED IN GOOD CONDITION.
 FJ1401
 FJ1401                          STATION RECOVERY (2011)
 FJ1401
 FJ1401'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ1401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1068 ***********************************************************************
 EL1068  DESIGNATION -  R 217
 EL1068  PID         -  EL1068
 EL1068  STATE/COUNTY-  OK/JOHNSTON
 EL1068  COUNTRY     -  US
 EL1068  USGS QUAD   -  MANNSVILLE (2018)
 EL1068
 EL1068                         *CURRENT SURVEY CONTROL
 EL1068  ______________________________________________________________________
 EL1068* NAD 83(1986) POSITION- 34 11 13.     (N) 096 54 49.     (W)   SCALED
 EL1068* NAVD 88 ORTHO HEIGHT -   251.992 (meters)      826.74  (feet) ADJUSTED
 EL1068  ______________________________________________________________________
 EL1068  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 EL1068  DYNAMIC HEIGHT  -        251.732 (meters)      825.89  (feet) COMP
 EL1068  MODELED GRAVITY -    979,596.8   (mgal)                       NAVD 88
 EL1068
 EL1068  VERT ORDER      -  FIRST     CLASS II
 EL1068
 EL1068.The horizontal coordinates were scaled from a map and have
 EL1068.an estimated accuracy of +/- 6 seconds.
 EL1068
 EL1068.The orthometric height was determined by differential leveling and
 EL1068.adjusted by the NATIONAL GEODETIC SURVEY
 EL1068.in August 1994.
 EL1068
 EL1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1068.GEOID18 height accuracy estimate available here.
 EL1068
 EL1068.Click photographs - Photos may exist for this station.
 EL1068
 EL1068.The dynamic height is computed by dividing the NAVD 88
 EL1068.geopotential number by the normal gravity value computed on the
 EL1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1068.degrees latitude (g = 980.6199 gals.).
 EL1068
 EL1068.The modeled gravity was interpolated from observed gravity values.
 EL1068
 EL1068;                    North         East    Units  Estimated Accuracy
 EL1068;SPC OK S     -    95,220.      700,140.      MT  (+/- 180 meters Scaled)
 EL1068
 EL1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC922848(NAD 83)
 EL1068
 EL1068                          SUPERSEDED SURVEY CONTROL
 EL1068
 EL1068.No superseded survey control is available for this station.
 EL1068
 EL1068_MARKER: I = METAL ROD
 EL1068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1068_STAMPING: R 217 1994
 EL1068_MARK LOGO: NGS
 EL1068_PROJECTION: FLUSH
 EL1068_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1068+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1068_ROD/PIPE-DEPTH: 4.5 meters
 EL1068
 EL1068  HISTORY     - Date     Condition        Report By
 EL1068  HISTORY     - 1994     MONUMENTED       NGS
 EL1068
 EL1068                          STATION DESCRIPTION
 EL1068
 EL1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1068'2.9 KM (1.80 MI) WESTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1068'IN MANNSVILLE, 20.2 M (66.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.3
 EL1068'M (37.1 FT) SOUTHEAST OF THE EAST END OF A CULVERT UNDER A GRAVELED
 EL1068'ROAD, 7.9 M (25.9 FT) EAST OF THE ROAD CENTER, 3.2 M (10.5 FT) EAST
 EL1068'OF A FENCE CORNER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE,
 EL1068'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 EL1068'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1364 ***********************************************************************
 FJ1364  DESIGNATION -  R 218
 FJ1364  PID         -  FJ1364
 FJ1364  STATE/COUNTY-  OK/OKLAHOMA
 FJ1364  COUNTRY     -  US
 FJ1364  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1364
 FJ1364                         *CURRENT SURVEY CONTROL
 FJ1364  ______________________________________________________________________
 FJ1364* NAD 83(1986) POSITION- 35 27 36.2    (N) 097 37 08.6    (W)   HD_HELD2
 FJ1364* NAVD 88 ORTHO HEIGHT -   372.524 (meters)     1222.19  (feet) ADJUSTED
 FJ1364  ______________________________________________________________________
 FJ1364  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 FJ1364  DYNAMIC HEIGHT  -        372.165 (meters)     1221.01  (feet) COMP
 FJ1364  MODELED GRAVITY -    979,659.8   (mgal)                       NAVD 88
 FJ1364
 FJ1364  VERT ORDER      -  FIRST     CLASS II
 FJ1364
 FJ1364.The horizontal coordinates were established by autonomous hand held GPS
 FJ1364.observations and have an estimated accuracy of +/- 10 meters.
 FJ1364
 FJ1364.The orthometric height was determined by differential leveling and
 FJ1364.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1364.in August 1994.
 FJ1364
 FJ1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1364.GEOID18 height accuracy estimate available here.
 FJ1364
 FJ1364.Click photographs - Photos may exist for this station.
 FJ1364
 FJ1364.The dynamic height is computed by dividing the NAVD 88
 FJ1364.geopotential number by the normal gravity value computed on the
 FJ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1364.degrees latitude (g = 980.6199 gals.).
 FJ1364
 FJ1364.The modeled gravity was interpolated from observed gravity values.
 FJ1364
 FJ1364;                    North         East    Units  Estimated Accuracy
 FJ1364;SPC OK N     -    51,113.      634,581.      MT  (+/- 10 meters HH2 GPS)
 FJ1364
 FJ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2530824939(NAD 83)
 FJ1364
 FJ1364                          SUPERSEDED SURVEY CONTROL
 FJ1364
 FJ1364.No superseded survey control is available for this station.
 FJ1364
 FJ1364_MARKER: DV = VERTICAL CONTROL DISK
 FJ1364_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ1364_SP_SET: PIER
 FJ1364_STAMPING: R 218 1994
 FJ1364_MARK LOGO: NGS
 FJ1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1364+STABILITY: POSITION/ELEVATION WELL
 FJ1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1364+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2008
 FJ1364
 FJ1364  HISTORY     - Date     Condition        Report By
 FJ1364  HISTORY     - 1994     MONUMENTED       NGS
 FJ1364  HISTORY     - 20081122 GOOD             GEOCAC
 FJ1364
 FJ1364                          STATION DESCRIPTION
 FJ1364
 FJ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1364'9.7 KM (6.00 MI) WESTERLY ALONG RENO AVENUE FROM THE JUNCTION OF THE
 FJ1364'SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 0.5 KM (0.30 MI) SOUTHERLY
 FJ1364'ALONG MACARTHUR BOULEVARD, SET VERTICALLY IN THE SOUTH FACE OF THE
 FJ1364'MOST SOUTHERLY OF 3 CONCRETE COLUMNS OF THE 1ST PIER EAST OF THE WEST
 FJ1364'ABUTMENT OF INTERSTATE HIGHWAY 40 OVERPASS OF THE BOULEVARD, 9.4 M
 FJ1364'(30.8 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 FJ1364'BOULEVARD, 6.3 M (20.7 FT) SOUTH OF THE HIGHWAY CENTER, AND 1.5 M
 FJ1364'(4.9 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 FJ1364
 FJ1364                          STATION RECOVERY (2008)
 FJ1364
 FJ1364'RECOVERY NOTE BY GEOCACHING 2008 (BRY)
 FJ1364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1276 ***********************************************************************
 FH1276  DESIGNATION -  R 219
 FH1276  PID         -  FH1276
 FH1276  STATE/COUNTY-  OK/TULSA
 FH1276  COUNTRY     -  US
 FH1276  USGS QUAD   -  BIXBY (2018)
 FH1276
 FH1276                         *CURRENT SURVEY CONTROL
 FH1276  ______________________________________________________________________
 FH1276* NAD 83(2011) POSITION- 35 54 01.86186(N) 095 58 47.58243(W)   ADJUSTED
 FH1276* NAD 83(2011) ELLIP HT-   185.336 (meters)        (12/08/22)   ADJUSTED
 FH1276* NAD 83(2011) EPOCH   -  2010.00
 FH1276* NAVD 88 ORTHO HEIGHT -   214.261 (meters)      702.95  (feet) ADJUSTED
 FH1276  ______________________________________________________________________
 FH1276  GEOID HEIGHT    -        -28.951 (meters)                     GEOID18
 FH1276  NAD 83(2011) X  -   -538,880.855 (meters)                     COMP
 FH1276  NAD 83(2011) Y  - -5,144,482.680 (meters)                     COMP
 FH1276  NAD 83(2011) Z  -  3,719,364.454 (meters)                     COMP
 FH1276  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 FH1276  DYNAMIC HEIGHT  -        214.069 (meters)      702.32  (feet) COMP
 FH1276  MODELED GRAVITY -    979,732.5   (mgal)                       NAVD 88
 FH1276
 FH1276  VERT ORDER      -  FIRST     CLASS II
 FH1276
 FH1276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1276  Standards:
 FH1276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1276  -------------------------------------------------------------------
 FH1276  NETWORK    0.97   2.37           0.40   0.39   1.21     -0.19810116
 FH1276  -------------------------------------------------------------------
 FH1276  Click here for local accuracies and other accuracy information.
 FH1276
 FH1276.The horizontal coordinates were established by GPS observations
 FH1276.and adjusted by the OK DEPT OF TRANSP in December 2022.
 FH1276
 FH1276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1276.been affixed to the stable North American tectonic plate. See 
 FH1276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1276
 FH1276.The horizontal coordinates are valid at the epoch date displayed above
 FH1276.which is a decimal equivalence of Year/Month/Day.
 FH1276
 FH1276.The orthometric height was determined by differential leveling and
 FH1276.adjusted by the NATIONAL GEODETIC SURVEY
 FH1276.in August 1994.
 FH1276
 FH1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1276.GEOID18 height accuracy estimate available here.
 FH1276
 FH1276.Click photographs - Photos may exist for this station.
 FH1276
 FH1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1276
 FH1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1276
 FH1276.The ellipsoidal height was determined by GPS observations
 FH1276.and is referenced to NAD 83.
 FH1276
 FH1276.The dynamic height is computed by dividing the NAVD 88
 FH1276.geopotential number by the normal gravity value computed on the
 FH1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1276.degrees latitude (g = 980.6199 gals.).
 FH1276
 FH1276.The modeled gravity was interpolated from observed gravity values.
 FH1276
 FH1276. The following values were computed from the NAD 83(2011) position.
 FH1276
 FH1276;                    North         East     Units Scale Factor Converg.
 FH1276;SPC OK N     -   101,811.826   782,348.448   MT  0.99995620   +1 11 31.8
 FH1276;SPC OK N     -   334,027.63  2,566,754.87   sFT  0.99995620   +1 11 31.8
 FH1276;UTM  15      - 3,977,017.597   231,055.050   MT  1.00049138   -1 44 54.2
 FH1276;UTM  14      - 3,977,129.216   772,577.079   MT  1.00051562   +1 46 19.3
 FH1276
 FH1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1276!SPC OK N     -   0.99997091  x   0.99995620  =   0.99992711
 FH1276!UTM  15      -   0.99997091  x   1.00049138  =   1.00046228
 FH1276!UTM  14      -   0.99997091  x   1.00051562  =   1.00048652
 FH1276
 FH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3105577017(NAD 83)
 FH1276
 FH1276                          SUPERSEDED SURVEY CONTROL
 FH1276
 FH1276.No superseded survey control is available for this station.
 FH1276
 FH1276_MARKER: F = FLANGE-ENCASED ROD
 FH1276_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1276+WITH SETTING: INFORMATION.
 FH1276_STAMPING: R 219 1994
 FH1276_MARK LOGO: NGS
 FH1276_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1276+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2022
 FH1276
 FH1276  HISTORY     - Date     Condition        Report By
 FH1276  HISTORY     - 1994     MONUMENTED       NGS
 FH1276  HISTORY     - 20220601 GOOD             OKDOT
 FH1276
 FH1276                          STATION DESCRIPTION
 FH1276
 FH1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1276'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1276'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1276'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1276'THENCE 7.5 KM (4.65 MI) WESTERLY ALONG EAST 181ST STREET SOUTH, A
 FH1276'METAL ROD DRIVEN 1.8 METERS AND FLUSH WITH THE GROUND, 68.0
 FH1276'M (223.1 FT) SOUTH OF THE STREET CENTERLINE, 8.3 M (27.2 FT) WEST OF
 FH1276'THE CENTERLINE OF SOUTH PEORIA AVENUE, 1.1 M (3.6 FT) NORTH OF A PIPE
 FH1276'FENCE POST, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M
 FH1276'(1.0 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 FH1276'POINT THROUGH A 5-INCH LOGO CAP. THE ROD WAS DRIVEN TO REFUSAL AND
 FH1276'ANCHORED.
 FH1276
 FH1276                          STATION RECOVERY (2022)
 FH1276
 FH1276'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9270 ***********************************************************************
 AC9270  DESIGNATION -  R 220
 AC9270  PID         -  AC9270
 AC9270  STATE/COUNTY-  OK/OKMULGEE
 AC9270  COUNTRY     -  US
 AC9270  USGS QUAD   -  OKMULGEE NE (2018)
 AC9270
 AC9270                         *CURRENT SURVEY CONTROL
 AC9270  ______________________________________________________________________
 AC9270* NAD 83(1986) POSITION- 35 37 35.22   (N) 095 51 19.52   (W)   HD_HELD1
 AC9270* NAVD 88 ORTHO HEIGHT -   216.512 (meters)      710.34  (feet) ADJUSTED
 AC9270  ______________________________________________________________________
 AC9270  GEOID HEIGHT    -        -29.245 (meters)                     GEOID18
 AC9270  DYNAMIC HEIGHT  -        216.312 (meters)      709.68  (feet) COMP
 AC9270  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 AC9270
 AC9270  VERT ORDER      -  SECOND    CLASS I
 AC9270
 AC9270.The horizontal coordinates were determined by differentially corrected
 AC9270.hand held GPS observations or other comparable positioning techniques
 AC9270.and have an estimated accuracy of +/- 3 meters.
 AC9270
 AC9270.The orthometric height was determined by differential leveling and
 AC9270.adjusted by the NATIONAL GEODETIC SURVEY
 AC9270.in July 2002.
 AC9270
 AC9270.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9270.GEOID18 height accuracy estimate available here.
 AC9270
 AC9270.Click photographs - Photos may exist for this station.
 AC9270
 AC9270.The dynamic height is computed by dividing the NAVD 88
 AC9270.geopotential number by the normal gravity value computed on the
 AC9270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9270.degrees latitude (g = 980.6199 gals.).
 AC9270
 AC9270.The modeled gravity was interpolated from observed gravity values.
 AC9270
 AC9270;                    North         East    Units  Estimated Accuracy
 AC9270;SPC OK N     -    71,652.1     794,253.0     MT  (+/- 3 meters HH1 GPS) 
 AC9270
 AC9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4140446272(NAD 83)
 AC9270
 AC9270                          SUPERSEDED SURVEY CONTROL
 AC9270
 AC9270.No superseded survey control is available for this station.
 AC9270
 AC9270_MARKER: I = METAL ROD
 AC9270_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9270+WITH SETTING: INFORMATION.
 AC9270_STAMPING: R 220 1997
 AC9270_MARK LOGO: NGS
 AC9270_PROJECTION: FLUSH
 AC9270_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9270+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9270_ROD/PIPE-DEPTH: 2.7 meters
 AC9270
 AC9270  HISTORY     - Date     Condition        Report By
 AC9270  HISTORY     - 1997     MONUMENTED       NGS
 AC9270
 AC9270                          STATION DESCRIPTION
 AC9270
 AC9270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9270'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 AC9270'U.S.  HIGHWAY 62 IN MORRIS, 62.1 M (203.7 FT) SOUTH OF THE CENTER OF A
 AC9270'DRIVEWAY, 55.9 M (183.4 FT) NORTH OF THE CENTER OF A DRIVEWAY, 12.3 M
 AC9270'(40.4 FT) WEST OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) NORTH OF THE
 AC9270'EXTENDED CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AC9270'HIGHWAY, 0.3 M (1.0 FT) EAST OF A FENCE, AND 0.3 M (1.0 FT) NORTHEAST
 AC9270'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC9270'5-INCH LOGO CAP.  THE SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE
 AC9270'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND
 AC9270'ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9186 ***********************************************************************
 AC9186  DESIGNATION -  R 221
 AC9186  PID         -  AC9186
 AC9186  STATE/COUNTY-  OK/MCCLAIN
 AC9186  COUNTRY     -  US
 AC9186  USGS QUAD   -  STEALY (2018)
 AC9186
 AC9186                         *CURRENT SURVEY CONTROL
 AC9186  ______________________________________________________________________
 AC9186* NAD 83(1986) POSITION- 34 58 17.     (N) 097 29 41.     (W)   SCALED
 AC9186* NAVD 88 ORTHO HEIGHT -   313.684 (meters)     1029.14  (feet) ADJUSTED
 AC9186  ______________________________________________________________________
 AC9186  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 AC9186  DYNAMIC HEIGHT  -        313.375 (meters)     1028.13  (feet) COMP
 AC9186  MODELED GRAVITY -    979,641.6   (mgal)                       NAVD 88
 AC9186
 AC9186  VERT ORDER      -  SECOND    CLASS I
 AC9186
 AC9186.The horizontal coordinates were scaled from a map and have
 AC9186.an estimated accuracy of +/- 6 seconds.
 AC9186
 AC9186.The orthometric height was determined by differential leveling and
 AC9186.adjusted by the NATIONAL GEODETIC SURVEY
 AC9186.in July 2002.
 AC9186
 AC9186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9186.GEOID18 height accuracy estimate available here.
 AC9186
 AC9186.Click photographs - Photos may exist for this station.
 AC9186
 AC9186.The dynamic height is computed by dividing the NAVD 88
 AC9186.geopotential number by the normal gravity value computed on the
 AC9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9186.degrees latitude (g = 980.6199 gals.).
 AC9186
 AC9186.The modeled gravity was interpolated from observed gravity values.
 AC9186
 AC9186;                    North         East    Units  Estimated Accuracy
 AC9186;SPC OK S     -   181,820.      646,140.      MT  (+/- 180 meters Scaled)
 AC9186
 AC9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD374709(NAD 83)
 AC9186
 AC9186                          SUPERSEDED SURVEY CONTROL
 AC9186
 AC9186.No superseded survey control is available for this station.
 AC9186
 AC9186_MARKER: I = METAL ROD
 AC9186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9186_STAMPING: R 221 1997
 AC9186_MARK LOGO: NGS
 AC9186_PROJECTION: FLUSH
 AC9186_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9186+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9186_ROD/PIPE-DEPTH: 4.5 meters
 AC9186_SLEEVE-DEPTH  : 0.9 meters
 AC9186
 AC9186  HISTORY     - Date     Condition        Report By
 AC9186  HISTORY     - 1997     MONUMENTED       NGS
 AC9186
 AC9186                          STATION DESCRIPTION
 AC9186
 AC9186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9186'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9186'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 10.1
 AC9186'KM (6.25 MI) WESTERLY ALONG A PAVED ROAD, 42.7 M (140.1 FT) SOUTH OF
 AC9186'THE ROAD CENTER, 23.7 M (77.8 FT) SOUTH OF A FENCE CORNER, 9.0 M (29.5
 AC9186'FT) EAST OF THE CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) WEST OF A
 AC9186'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF TE ROAD.
 AC9186'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AC9186'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0322 ***********************************************************************
 GL0322  DESIGNATION -  R 23
 GL0322  PID         -  GL0322
 GL0322  STATE/COUNTY-  OK/CIMARRON
 GL0322  COUNTRY     -  US
 GL0322  USGS QUAD   -  BOISE CITY SE (2018)
 GL0322
 GL0322                         *CURRENT SURVEY CONTROL
 GL0322  ______________________________________________________________________
 GL0322* NAD 83(1986) POSITION- 36 30 02.     (N) 102 32 23.     (W)   SCALED
 GL0322* NAVD 88 ORTHO HEIGHT -  1259.648 (meters)     4132.70  (feet) ADJUSTED
 GL0322  ______________________________________________________________________
 GL0322  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 GL0322  DYNAMIC HEIGHT  -       1258.241 (meters)     4128.08  (feet) COMP
 GL0322  MODELED GRAVITY -    979,471.2   (mgal)                       NAVD 88
 GL0322
 GL0322  VERT ORDER      -  FIRST     CLASS II
 GL0322
 GL0322.The horizontal coordinates were scaled from a map and have
 GL0322.an estimated accuracy of +/- 6 seconds.
 GL0322
 GL0322.The orthometric height was determined by differential leveling and
 GL0322.adjusted by the NATIONAL GEODETIC SURVEY
 GL0322.in June 1991.
 GL0322
 GL0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0322.GEOID18 height accuracy estimate available here.
 GL0322
 GL0322.Click photographs - Photos may exist for this station.
 GL0322
 GL0322.The dynamic height is computed by dividing the NAVD 88
 GL0322.geopotential number by the normal gravity value computed on the
 GL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0322.degrees latitude (g = 980.6199 gals.).
 GL0322
 GL0322.The modeled gravity was interpolated from observed gravity values.
 GL0322
 GL0322;                    North         East    Units  Estimated Accuracy
 GL0322;SPC OK N     -   176,000.      193,450.      MT  (+/- 180 meters Scaled)
 GL0322
 GL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA203422(NAD 83)
 GL0322
 GL0322                          SUPERSEDED SURVEY CONTROL
 GL0322
 GL0322.No superseded survey control is available for this station.
 GL0322
 GL0322_MARKER: DB = BENCH MARK DISK
 GL0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0322_STAMPING: R 23 1933
 GL0322_MARK LOGO: CGS
 GL0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0322+STABILITY: SURFACE MOTION
 GL0322
 GL0322  HISTORY     - Date     Condition        Report By
 GL0322  HISTORY     - 1933     MONUMENTED       CGS
 GL0322  HISTORY     - 1966     GOOD             USGS
 GL0322  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0322
 GL0322                          STATION DESCRIPTION
 GL0322
 GL0322'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0322'18.8 MI S FROM BOISE CITY.
 GL0322'BOISE CITY, CIMARRON COUNTY, OKLA., 18.8 MI. S. ALONG ST. HWY. 385
 GL0322'FROM THE COUNTY COURTHOUSE AT, T. 1 N., R. 5 E., 0.2 MI. W. OF THE
 GL0322'SOUTHEAST CORNER OF SECTION 32, 150 FT. N. OF THE TEXAS-OKLAHOMA STATE
 GL0322'LINE, 79 FT. N. AND 56 FT. E. OF A FENCE CORNER S. AND E., 2.0 FT. W.
 GL0322'OF A WITNESS POST, IN CONCRETE POST PROJECTING 1.0 FT. ABOVE GROUND. A
 GL0322'STANDARD DISK STAMPED P-23 1933.
 GL0322
 GL0322                          STATION RECOVERY (1985)
 GL0322
 GL0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0322'THIS MARK WAS SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0447 ***********************************************************************
 FK0447  DESIGNATION -  R 26
 FK0447  PID         -  FK0447
 FK0447  STATE/COUNTY-  OK/GREER
 FK0447  COUNTRY     -  US
 FK0447  USGS QUAD   -  WILLOW (2018)
 FK0447
 FK0447                         *CURRENT SURVEY CONTROL
 FK0447  ______________________________________________________________________
 FK0447* NAD 83(1986) POSITION- 35 03 32.     (N) 099 30 35.     (W)   SCALED
 FK0447* NAVD 88 ORTHO HEIGHT -   532.706 (meters)     1747.72  (feet) ADJUSTED
 FK0447  ______________________________________________________________________
 FK0447  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 FK0447  DYNAMIC HEIGHT  -        532.173 (meters)     1745.97  (feet) COMP
 FK0447  MODELED GRAVITY -    979,616.2   (mgal)                       NAVD 88
 FK0447
 FK0447  VERT ORDER      -  SECOND    CLASS 0
 FK0447
 FK0447.The horizontal coordinates were scaled from a map and have
 FK0447.an estimated accuracy of +/- 6 seconds.
 FK0447
 FK0447.The orthometric height was determined by differential leveling and
 FK0447.adjusted by the NATIONAL GEODETIC SURVEY
 FK0447.in June 1991.
 FK0447
 FK0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0447.GEOID18 height accuracy estimate available here.
 FK0447
 FK0447.Click photographs - Photos may exist for this station.
 FK0447
 FK0447.The dynamic height is computed by dividing the NAVD 88
 FK0447.geopotential number by the normal gravity value computed on the
 FK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0447.degrees latitude (g = 980.6199 gals.).
 FK0447
 FK0447.The modeled gravity was interpolated from observed gravity values.
 FK0447
 FK0447;                    North         East    Units  Estimated Accuracy
 FK0447;SPC OK S     -   192,440.      462,290.      MT  (+/- 180 meters Scaled)
 FK0447
 FK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD535796(NAD 83)
 FK0447
 FK0447                          SUPERSEDED SURVEY CONTROL
 FK0447
 FK0447  NGVD 29 (??/??/92)  532.515  (m)         1747.09   (f) ADJ UNCH    2 0
 FK0447
 FK0447.Superseded values are not recommended for survey control.
 FK0447
 FK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0447.See file dsdata.pdf to determine how the superseded data were derived.
 FK0447
 FK0447_MARKER: DB = BENCH MARK DISK
 FK0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0447_STAMPING: R 26 1934
 FK0447_MARK LOGO: CGS
 FK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0447+STABILITY: SURFACE MOTION
 FK0447
 FK0447  HISTORY     - Date     Condition        Report By
 FK0447  HISTORY     - 1934     MONUMENTED       CGS
 FK0447  HISTORY     - 1961     GOOD             CGS
 FK0447
 FK0447                          STATION DESCRIPTION
 FK0447
 FK0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0447'3.4 MI N FROM BRINKMAN.
 FK0447'3.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0447'THE STATION AT BRINKMAN, GREER COUNTY, 0.5 MILE NORTH OF THE
 FK0447'STATION AT WILLOW, 1/4 MILE SOUTH OF MILEPOST 109, AT A
 FK0447'SECTION-LINE ROAD CROSSING, 45 FEET WEST OF THE WEST RAIL, AND
 FK0447'26 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FK0447'STAMPED R 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0447'NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD
 FK0447'CROSSING IS ABOUT 0.4 MILE SOUTH OF MILEPOST 109.
 FK0447
 FK0447                          STATION RECOVERY (1961)
 FK0447
 FK0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0268 ***********************************************************************
 EM0268  DESIGNATION -  R 27
 EM0268  PID         -  EM0268
 EM0268  STATE/COUNTY-  OK/JACKSON
 EM0268  COUNTRY     -  US
 EM0268  USGS QUAD   -  OLUSTEE (2018)
 EM0268
 EM0268                         *CURRENT SURVEY CONTROL
 EM0268  ______________________________________________________________________
 EM0268* NAD 83(1986) POSITION- 34 32 49.     (N) 099 25 32.     (W)   SCALED
 EM0268* NAVD 88 ORTHO HEIGHT -   407.421 (meters)     1336.68  (feet) ADJUSTED
 EM0268  ______________________________________________________________________
 EM0268  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 EM0268  DYNAMIC HEIGHT  -        406.978 (meters)     1335.23  (feet) COMP
 EM0268  MODELED GRAVITY -    979,535.5   (mgal)                       NAVD 88
 EM0268
 EM0268  VERT ORDER      -  SECOND    CLASS 0
 EM0268
 EM0268.The horizontal coordinates were scaled from a map and have
 EM0268.an estimated accuracy of +/- 6 seconds.
 EM0268
 EM0268.The orthometric height was determined by differential leveling and
 EM0268.adjusted by the NATIONAL GEODETIC SURVEY
 EM0268.in June 1991.
 EM0268
 EM0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0268.GEOID18 height accuracy estimate available here.
 EM0268
 EM0268.Click photographs - Photos may exist for this station.
 EM0268
 EM0268.The dynamic height is computed by dividing the NAVD 88
 EM0268.geopotential number by the normal gravity value computed on the
 EM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0268.degrees latitude (g = 980.6199 gals.).
 EM0268
 EM0268.The modeled gravity was interpolated from observed gravity values.
 EM0268
 EM0268;                    North         East    Units  Estimated Accuracy
 EM0268;SPC OK S     -   135,540.      469,160.      MT  (+/- 180 meters Scaled)
 EM0268
 EM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD609228(NAD 83)
 EM0268
 EM0268                          SUPERSEDED SURVEY CONTROL
 EM0268
 EM0268  NGVD 29 (??/??/92)  407.236  (m)         1336.07   (f) ADJ UNCH    2 0
 EM0268
 EM0268.Superseded values are not recommended for survey control.
 EM0268
 EM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0268.See file dsdata.pdf to determine how the superseded data were derived.
 EM0268
 EM0268_MARKER: DB = BENCH MARK DISK
 EM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0268_STAMPING: R 27 1934
 EM0268_MARK LOGO: CGS
 EM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0268+STABILITY: SURFACE MOTION
 EM0268
 EM0268  HISTORY     - Date     Condition        Report By
 EM0268  HISTORY     - 1934     MONUMENTED       CGS
 EM0268  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0268
 EM0268                          STATION DESCRIPTION
 EM0268
 EM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0268'IN OLUSTEE.
 EM0268'AT OLUSTEE, JACKSON COUNTY, 52 FEET NORTHWEST OF THE NORTHWEST CORNER
 EM0268'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 198 FEET EAST OF
 EM0268'MILEAGE 695.5, AND 27 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.
 EM0268'A STANDARD DISK, STAMPED R 27 1934 AND SET IN THE TOP OF A CONCRETE
 EM0268'POST.
 EM0268
 EM0268                          STATION RECOVERY (1963)
 EM0268
 EM0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0381 ***********************************************************************
 FK0381  DESIGNATION -  R 28
 FK0381  PID         -  FK0381
 FK0381  STATE/COUNTY-  OK/WASHITA
 FK0381  COUNTRY     -  US
 FK0381  USGS QUAD   -  ROCKY (2018)
 FK0381
 FK0381                         *CURRENT SURVEY CONTROL
 FK0381  ______________________________________________________________________
 FK0381* NAD 83(1986) POSITION- 35 13 08.38   (N) 099 02 37.36   (W)   HD_HELD1
 FK0381* NAVD 88 ORTHO HEIGHT -   503.113 (meters)     1650.63  (feet) ADJUSTED
 FK0381  ______________________________________________________________________
 FK0381  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 FK0381  DYNAMIC HEIGHT  -        502.597 (meters)     1648.94  (feet) COMP
 FK0381  MODELED GRAVITY -    979,591.2   (mgal)                       NAVD 88
 FK0381
 FK0381  VERT ORDER      -  SECOND    CLASS 0
 FK0381
 FK0381.The horizontal coordinates were determined by differentially corrected
 FK0381.hand held GPS observations or other comparable positioning techniques
 FK0381.and have an estimated accuracy of +/- 3 meters.
 FK0381
 FK0381.The orthometric height was determined by differential leveling and
 FK0381.adjusted by the NATIONAL GEODETIC SURVEY
 FK0381.in June 1991.
 FK0381
 FK0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0381.GEOID18 height accuracy estimate available here.
 FK0381
 FK0381.Click photographs - Photos may exist for this station.
 FK0381
 FK0381.The dynamic height is computed by dividing the NAVD 88
 FK0381.geopotential number by the normal gravity value computed on the
 FK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0381.degrees latitude (g = 980.6199 gals.).
 FK0381
 FK0381.The modeled gravity was interpolated from observed gravity values.
 FK0381
 FK0381;                    North         East    Units  Estimated Accuracy
 FK0381;SPC OK S     -   209,661.8     504,978.0     MT  (+/- 3 meters HH1 GPS) 
 FK0381
 FK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9602197330(NAD 83)
 FK0381
 FK0381                          SUPERSEDED SURVEY CONTROL
 FK0381
 FK0381  NGVD 29 (??/??/92)  502.900  (m)         1649.93   (f) ADJ UNCH    2 0
 FK0381
 FK0381.Superseded values are not recommended for survey control.
 FK0381
 FK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0381.See file dsdata.pdf to determine how the superseded data were derived.
 FK0381
 FK0381_MARKER: DB = BENCH MARK DISK
 FK0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0381_STAMPING: R 28 1934
 FK0381_MARK LOGO: CGS
 FK0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0381+STABILITY: SURFACE MOTION
 FK0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0381+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 FK0381
 FK0381  HISTORY     - Date     Condition        Report By
 FK0381  HISTORY     - 1934     MONUMENTED       CGS
 FK0381  HISTORY     - 1937     GOOD             CGS
 FK0381  HISTORY     - 20180711 GOOD             OKDOT
 FK0381
 FK0381                          STATION DESCRIPTION
 FK0381
 FK0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FK0381'6.4 MI S FROM CORDELL.
 FK0381'6.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0381'THE STATION AT CORDELL, AT MILEPOST 703, 30 FEET FROM THE
 FK0381'CENTERLINE OF A COUNTY SECTION-LINE ROAD, AT A HIGHWAY UNDERPASS,
 FK0381'IN THE EAST FENCE CORNER, AND 10 FEET LOWER THAN THE TRACK.  A
 FK0381'STANDARD DISK, STAMPED R 28 1934 AND SET IN THE TOP OF A CONCRETE
 FK0381'POST.
 FK0381
 FK0381                          STATION RECOVERY (2018)
 FK0381
 FK0381'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FK0381'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0341 ***********************************************************************
 FK0341  DESIGNATION -  R 3
 FK0341  PID         -  FK0341
 FK0341  STATE/COUNTY-  OK/BECKHAM
 FK0341  COUNTRY     -  US
 FK0341  USGS QUAD   -  ELK CITY (2018)
 FK0341
 FK0341                         *CURRENT SURVEY CONTROL
 FK0341  ______________________________________________________________________
 FK0341* NAD 83(1986) POSITION- 35 24 39.     (N) 099 24 23.     (W)   SCALED
 FK0341* NAVD 88 ORTHO HEIGHT -   588.858 (meters)     1931.95  (feet) ADJUSTED
 FK0341  ______________________________________________________________________
 FK0341  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 FK0341  DYNAMIC HEIGHT  -        588.243 (meters)     1929.93  (feet) COMP
 FK0341  MODELED GRAVITY -    979,570.9   (mgal)                       NAVD 88
 FK0341
 FK0341  VERT ORDER      -  FIRST     CLASS II
 FK0341
 FK0341.The horizontal coordinates were scaled from a map and have
 FK0341.an estimated accuracy of +/- 6 seconds.
 FK0341
 FK0341.The orthometric height was determined by differential leveling and
 FK0341.adjusted by the NATIONAL GEODETIC SURVEY
 FK0341.in June 1991.
 FK0341
 FK0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0341.GEOID18 height accuracy estimate available here.
 FK0341
 FK0341.Click photographs - Photos may exist for this station.
 FK0341
 FK0341.The dynamic height is computed by dividing the NAVD 88
 FK0341.geopotential number by the normal gravity value computed on the
 FK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0341.degrees latitude (g = 980.6199 gals.).
 FK0341
 FK0341.The modeled gravity was interpolated from observed gravity values.
 FK0341
 FK0341;                    North         East    Units  Estimated Accuracy
 FK0341;SPC OK S     -   231,350.      472,260.      MT  (+/- 180 meters Scaled)
 FK0341
 FK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME631186(NAD 83)
 FK0341
 FK0341                          SUPERSEDED SURVEY CONTROL
 FK0341
 FK0341  NGVD 29 (??/??/92)  588.596  (m)         1931.09   (f) ADJ UNCH    1 2
 FK0341
 FK0341.Superseded values are not recommended for survey control.
 FK0341
 FK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0341.See file dsdata.pdf to determine how the superseded data were derived.
 FK0341
 FK0341_MARKER: DB = BENCH MARK DISK
 FK0341_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0341_SP_SET: WINDOW SILL
 FK0341_MARK LOGO: CGS
 FK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0341+STABILITY: SURFACE MOTION
 FK0341
 FK0341  HISTORY     - Date     Condition        Report By
 FK0341  HISTORY     - 1909     MONUMENTED       CGS
 FK0341  HISTORY     - 1934     GOOD             CGS
 FK0341
 FK0341                          STATION DESCRIPTION
 FK0341
 FK0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0341'AT ELK CITY, AT THE NORTHWEST CORNER OF JEFFERSON AND BROADWAY
 FK0341'STREETS ON THE STONE WINDOW SILL NEAR THE SIDEWALK LEVEL ON THE
 FK0341'SOUTH SIDE OF THE BUILDING OCCUPIED BY THE GERMAN STATE BANK.
 FK0341'THIS BUILDING IS USED AS A BARBER SHOP NOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0378 ***********************************************************************
 FK0378  DESIGNATION -  R 30
 FK0378  PID         -  FK0378
 FK0378  STATE/COUNTY-  OK/KIOWA
 FK0378  COUNTRY     -  US
 FK0378  USGS QUAD   -  HOBART (2018)
 FK0378
 FK0378                         *CURRENT SURVEY CONTROL
 FK0378  ______________________________________________________________________
 FK0378* NAD 83(1986) POSITION- 35 01 45.29   (N) 099 03 38.41   (W)   HD_HELD1
 FK0378* NAVD 88 ORTHO HEIGHT -   477.696 (meters)     1567.24  (feet) ADJUSTED
 FK0378  ______________________________________________________________________
 FK0378  GEOID HEIGHT    -        -25.857 (meters)                     GEOID18
 FK0378  DYNAMIC HEIGHT  -        477.225 (meters)     1565.70  (feet) COMP
 FK0378  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 FK0378
 FK0378  VERT ORDER      -  SECOND    CLASS 0
 FK0378
 FK0378.The horizontal coordinates were determined by differentially corrected
 FK0378.hand held GPS observations or other comparable positioning techniques
 FK0378.and have an estimated accuracy of +/- 3 meters.
 FK0378
 FK0378.The orthometric height was determined by differential leveling and
 FK0378.adjusted by the NATIONAL GEODETIC SURVEY
 FK0378.in June 1991.
 FK0378
 FK0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0378.GEOID18 height accuracy estimate available here.
 FK0378
 FK0378.Click photographs - Photos may exist for this station.
 FK0378
 FK0378.The dynamic height is computed by dividing the NAVD 88
 FK0378.geopotential number by the normal gravity value computed on the
 FK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0378.degrees latitude (g = 980.6199 gals.).
 FK0378
 FK0378.The modeled gravity was interpolated from observed gravity values.
 FK0378
 FK0378;                    North         East    Units  Estimated Accuracy
 FK0378;SPC OK S     -   188,628.3     503,213.0     MT  (+/- 3 meters HH1 GPS) 
 FK0378
 FK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9446576288(NAD 83)
 FK0378
 FK0378                          SUPERSEDED SURVEY CONTROL
 FK0378
 FK0378  NGVD 29 (??/??/92)  477.529  (m)         1566.69   (f) ADJ UNCH    2 0
 FK0378
 FK0378.Superseded values are not recommended for survey control.
 FK0378
 FK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0378.See file dsdata.pdf to determine how the superseded data were derived.
 FK0378
 FK0378_MARKER: DB = BENCH MARK DISK
 FK0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0378_STAMPING: R 30 1934
 FK0378_MARK LOGO: CGS
 FK0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0378+STABILITY: SURFACE MOTION
 FK0378
 FK0378  HISTORY     - Date     Condition        Report By
 FK0378  HISTORY     - 1934     MONUMENTED       CGS
 FK0378  HISTORY     - 1963     GOOD             CGS
 FK0378
 FK0378                          STATION DESCRIPTION
 FK0378
 FK0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0378'1.7 MI E FROM HOBART.
 FK0378'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0378'RAILROAD FROM THE STATION IN HOBART, KIOWA COUNTY, AT A ROAD
 FK0378'CROSSING OF U.S. HIGHWAY 183 AND THE RAILROAD, 71.0 FEET NORTH
 FK0378'OF THE NORTH RAIL OF RAILROAD, 40 FEET SOUTH OF THE CENTER OF
 FK0378'AN EAST-WEST ROAD AND 36.5 FEET EAST OF THE CENTERLINE OF U.S.
 FK0378'HIGHWAY 183.  IT IS IN A DRILL HOLE IN THE TOP OF A THREE-SIDED
 FK0378'HIGHWAY SECTION MARKER AND 2.8 FEET ABOVE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0077 ***********************************************************************
 FK0077  DESIGNATION -  R 31
 FK0077  PID         -  FK0077
 FK0077  STATE/COUNTY-  OK/CADDO
 FK0077  COUNTRY     -  US
 FK0077  USGS QUAD   -  FORT COBB (2018)
 FK0077
 FK0077                         *CURRENT SURVEY CONTROL
 FK0077  ______________________________________________________________________
 FK0077* NAD 83(1986) POSITION- 35 05 50.5    (N) 098 26 10.9    (W)   HD_HELD2
 FK0077* NAVD 88 ORTHO HEIGHT -   383.689 (meters)     1258.82  (feet) ADJUSTED
 FK0077  ______________________________________________________________________
 FK0077  GEOID HEIGHT    -        -26.834 (meters)                     GEOID18
 FK0077  DYNAMIC HEIGHT  -        383.293 (meters)     1257.52  (feet) COMP
 FK0077  MODELED GRAVITY -    979,589.8   (mgal)                       NAVD 88
 FK0077
 FK0077  VERT ORDER      -  SECOND    CLASS 0
 FK0077
 FK0077.The horizontal coordinates were established by autonomous hand held GPS
 FK0077.observations and have an estimated accuracy of +/- 10 meters.
 FK0077
 FK0077.The orthometric height was determined by differential leveling and
 FK0077.adjusted by the NATIONAL GEODETIC SURVEY
 FK0077.in June 1991.
 FK0077
 FK0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0077.GEOID18 height accuracy estimate available here.
 FK0077
 FK0077.Click photographs - Photos may exist for this station.
 FK0077
 FK0077.The dynamic height is computed by dividing the NAVD 88
 FK0077.geopotential number by the normal gravity value computed on the
 FK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0077.degrees latitude (g = 980.6199 gals.).
 FK0077
 FK0077.The modeled gravity was interpolated from observed gravity values.
 FK0077
 FK0077;                    North         East    Units  Estimated Accuracy
 FK0077;SPC OK S     -   195,762.      560,214.      MT  (+/- 10 meters HH2 GPS)
 FK0077
 FK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5137283985(NAD 83)
 FK0077
 FK0077                          SUPERSEDED SURVEY CONTROL
 FK0077
 FK0077  NGVD 29 (??/??/92)  383.537  (m)         1258.32   (f) ADJ UNCH    2 0
 FK0077
 FK0077.Superseded values are not recommended for survey control.
 FK0077
 FK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0077.See file dsdata.pdf to determine how the superseded data were derived.
 FK0077
 FK0077_MARKER: DB = BENCH MARK DISK
 FK0077_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FK0077_SP_SET: BUILDING WALL
 FK0077_STAMPING: R 31 1934
 FK0077_MARK LOGO: CGS
 FK0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0077+STABILITY: SURFACE MOTION
 FK0077
 FK0077  HISTORY     - Date     Condition        Report By
 FK0077  HISTORY     - 1934     MONUMENTED       CGS
 FK0077  HISTORY     - 1963     GOOD             CGS
 FK0077  HISTORY     - 19960205 GOOD             OKDOT
 FK0077
 FK0077                          STATION DESCRIPTION
 FK0077
 FK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0077'AT FORT COBB.
 FK0077'AT FORT COBB, CADDO COUNTY, ONE BLOCK EAST OF THE CHICAGO, ROCK
 FK0077'ISLAND AND PACIFIC RAILROAD, AT THE NORTHEAST CORNER OF THE
 FK0077'BANK, IN THE EAST WALL OF THE BUILDING, LEFT OF THE ENTRANCE
 FK0077'DOOR, AND 5 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED
 FK0077'R 31 1934 AND SET VERTICALLY.
 FK0077
 FK0077                          STATION RECOVERY (1963)
 FK0077
 FK0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0077'RECOVERED IN GOOD CONDITION.
 FK0077
 FK0077                          STATION RECOVERY (1996)
 FK0077
 FK0077'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0077'RECOVERED AS DESCRIBED.  NOTE--LOCATED AT THE INTERSECTION OF SH 9
 FK0077'(MAIN STREET) AND HAZLETT STREET IN THE SOUTHWEST ANGLE.  0.9 M (3.0
 FK0077'FT) SOUTH OF THE NORTHEAST CORNER OF BUILDING, 1.5 M (4.9 FT) ABOVE A
 FK0077'WALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0322 ***********************************************************************
 GJ0322  DESIGNATION -  R 32
 GJ0322  PID         -  GJ0322
 GJ0322  STATE/COUNTY-  OK/ELLIS
 GJ0322  COUNTRY     -  US
 GJ0322  USGS QUAD   -  FARGO (2018)
 GJ0322
 GJ0322                         *CURRENT SURVEY CONTROL
 GJ0322  ______________________________________________________________________
 GJ0322* NAD 83(1986) POSITION- 36 22 41.     (N) 099 37 25.     (W)   SCALED
 GJ0322* NAVD 88 ORTHO HEIGHT -   640.162 (meters)     2100.26  (feet) ADJUSTED
 GJ0322  ______________________________________________________________________
 GJ0322  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0322  DYNAMIC HEIGHT  -        639.530 (meters)     2098.19  (feet) COMP
 GJ0322  MODELED GRAVITY -    979,624.9   (mgal)                       NAVD 88
 GJ0322
 GJ0322  VERT ORDER      -  FIRST     CLASS II
 GJ0322
 GJ0322.The horizontal coordinates were scaled from a map and have
 GJ0322.an estimated accuracy of +/- 6 seconds.
 GJ0322
 GJ0322.The orthometric height was determined by differential leveling and
 GJ0322.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0322.in June 1991.
 GJ0322
 GJ0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0322.GEOID18 height accuracy estimate available here.
 GJ0322
 GJ0322.Click photographs - Photos may exist for this station.
 GJ0322
 GJ0322.The dynamic height is computed by dividing the NAVD 88
 GJ0322.geopotential number by the normal gravity value computed on the
 GJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0322.degrees latitude (g = 980.6199 gals.).
 GJ0322
 GJ0322.The modeled gravity was interpolated from observed gravity values.
 GJ0322
 GJ0322;                    North         East    Units  Estimated Accuracy
 GJ0322;SPC OK N     -   154,120.      454,330.      MT  (+/- 180 meters Scaled)
 GJ0322
 GJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF440260(NAD 83)
 GJ0322
 GJ0322                          SUPERSEDED SURVEY CONTROL
 GJ0322
 GJ0322  NGVD 29 (??/??/92)  639.887  (m)         2099.36   (f) ADJ UNCH    1 2
 GJ0322
 GJ0322.Superseded values are not recommended for survey control.
 GJ0322
 GJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0322.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0322
 GJ0322_MARKER: DB = BENCH MARK DISK
 GJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0322_STAMPING: R 32 1934
 GJ0322_MARK LOGO: CGS
 GJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0322+STABILITY: SURFACE MOTION
 GJ0322
 GJ0322  HISTORY     - Date     Condition        Report By
 GJ0322  HISTORY     - 1934     MONUMENTED       CGS
 GJ0322
 GJ0322                          STATION DESCRIPTION
 GJ0322
 GJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0322'AT FARGO.
 GJ0322'175 FEET EAST OF ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT.
 GJ0322'IN THE SOUTHEAST CORNER OF THE RAILROAD PARK, 40 FEET WEST
 GJ0322'OF THE JUNCTION OF MAIN STREET AND RAILROAD CROSSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0252 ***********************************************************************
 GJ0252  DESIGNATION -  R 33
 GJ0252  PID         -  GJ0252
 GJ0252  STATE/COUNTY-  OK/DEWEY
 GJ0252  COUNTRY     -  US
 GJ0252  USGS QUAD   -  CAMARGO (2018)
 GJ0252
 GJ0252                         *CURRENT SURVEY CONTROL
 GJ0252  ______________________________________________________________________
 GJ0252* NAD 83(1986) POSITION- 36 05 48.     (N) 099 16 25.     (W)   SCALED
 GJ0252* NAVD 88 ORTHO HEIGHT -   653.345 (meters)     2143.52  (feet) ADJUSTED
 GJ0252  ______________________________________________________________________
 GJ0252  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 GJ0252  DYNAMIC HEIGHT  -        652.693 (meters)     2141.38  (feet) COMP
 GJ0252  MODELED GRAVITY -    979,614.5   (mgal)                       NAVD 88
 GJ0252
 GJ0252  VERT ORDER      -  SECOND    CLASS 0
 GJ0252
 GJ0252.The horizontal coordinates were scaled from a map and have
 GJ0252.an estimated accuracy of +/- 6 seconds.
 GJ0252
 GJ0252.The orthometric height was determined by differential leveling and
 GJ0252.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0252.in June 1991.
 GJ0252
 GJ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0252.GEOID18 height accuracy estimate available here.
 GJ0252
 GJ0252.Click photographs - Photos may exist for this station.
 GJ0252
 GJ0252.The dynamic height is computed by dividing the NAVD 88
 GJ0252.geopotential number by the normal gravity value computed on the
 GJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0252.degrees latitude (g = 980.6199 gals.).
 GJ0252
 GJ0252.The modeled gravity was interpolated from observed gravity values.
 GJ0252
 GJ0252;                    North         East    Units  Estimated Accuracy
 GJ0252;SPC OK N     -   122,430.      485,320.      MT  (+/- 180 meters Scaled)
 GJ0252
 GJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME753947(NAD 83)
 GJ0252
 GJ0252                          SUPERSEDED SURVEY CONTROL
 GJ0252
 GJ0252  NGVD 29 (??/??/92)  653.091  (m)         2142.68   (f) ADJ UNCH    2 0
 GJ0252
 GJ0252.Superseded values are not recommended for survey control.
 GJ0252
 GJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0252.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0252
 GJ0252_MARKER: DB = BENCH MARK DISK
 GJ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0252_STAMPING: R 33 1934
 GJ0252_MARK LOGO: CGS
 GJ0252_PROJECTION: FLUSH
 GJ0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0252+STABILITY: SURFACE MOTION
 GJ0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0252+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1997
 GJ0252
 GJ0252  HISTORY     - Date     Condition        Report By
 GJ0252  HISTORY     - 1934     MONUMENTED       CGS
 GJ0252  HISTORY     - 19970328 GOOD             NGS
 GJ0252
 GJ0252                          STATION DESCRIPTION
 GJ0252
 GJ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0252'4.6 MI SE FROM VICI.
 GJ0252'4.6 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GJ0252'FROM THE STATION AT VICI, DEWEY COUNTY, 91 FEET NORTHWEST OF THE
 GJ0252'FOURTH POLE NORTH OF MILEPOST 191, 45 FEET WEST OF THE CENTERLINE
 GJ0252'OF THE TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.
 GJ0252'A STANDARD DISK, STAMPED R 33 1934 AND SET IN THE TOP OF A CONCRETE
 GJ0252'POST.
 GJ0252
 GJ0252                          STATION RECOVERY (1997)
 GJ0252
 GJ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GJ0252'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST OFFICE
 GJ0252'IN VICI, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG A GRAVELED ROAD,
 GJ0252'THENCE 0.5 KM (0.30 MI) SOUTHERLY ALONG A DIRT ROAD, THENCE 0.1 KM
 GJ0252'(0.05 MI) EASTERLY ACROSS A PASTURE, 95.0 M (311.7 FT) SOUTH OF A
 GJ0252'FENCE, 13.7 M (44.9 FT) WEST OF THE CENTER OF A RAILROAD GRADE (TRACK
 GJ0252'REMOVED) , 0.3 M (1.0 FT) BELOW THE LEVEL OF THE GRADE, 0.3 M (1.0 FT)
 GJ0252'WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 GJ0252'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DIXIE SCHRODER,
 GJ0252'AND IS LEASED TO FRANK CASTER, RT 1 BOX 68C, VICI, OK 73859, TELEPHONE
 GJ0252'NUMBER (405) 995-4776.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0102 ***********************************************************************
 GJ0102  DESIGNATION -  R 34
 GJ0102  PID         -  GJ0102
 GJ0102  STATE/COUNTY-  OK/DEWEY
 GJ0102  COUNTRY     -  US
 GJ0102  USGS QUAD   -  CANTON SW (2018)
 GJ0102
 GJ0102                         *CURRENT SURVEY CONTROL
 GJ0102  ______________________________________________________________________
 GJ0102* NAD 83(1986) POSITION- 36 06 57.     (N) 098 40 25.     (W)   SCALED
 GJ0102* NAVD 88 ORTHO HEIGHT -   513.326 (meters)     1684.14  (feet) ADJUSTED
 GJ0102  ______________________________________________________________________
 GJ0102  GEOID HEIGHT    -        -27.483 (meters)                     GEOID18
 GJ0102  DYNAMIC HEIGHT  -        512.841 (meters)     1682.55  (feet) COMP
 GJ0102  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 GJ0102
 GJ0102  VERT ORDER      -  SECOND    CLASS 0
 GJ0102
 GJ0102.The horizontal coordinates were scaled from a map and have
 GJ0102.an estimated accuracy of +/- 6 seconds.
 GJ0102
 GJ0102.The orthometric height was determined by differential leveling and
 GJ0102.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0102.in June 1991.
 GJ0102
 GJ0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0102.GEOID18 height accuracy estimate available here.
 GJ0102
 GJ0102.Click photographs - Photos may exist for this station.
 GJ0102
 GJ0102.The dynamic height is computed by dividing the NAVD 88
 GJ0102.geopotential number by the normal gravity value computed on the
 GJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0102.degrees latitude (g = 980.6199 gals.).
 GJ0102
 GJ0102.The modeled gravity was interpolated from observed gravity values.
 GJ0102
 GJ0102;                    North         East    Units  Estimated Accuracy
 GJ0102;SPC OK N     -   124,020.      539,360.      MT  (+/- 180 meters Scaled)
 GJ0102
 GJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE293968(NAD 83)
 GJ0102
 GJ0102                          SUPERSEDED SURVEY CONTROL
 GJ0102
 GJ0102  NGVD 29 (??/??/92)  513.122  (m)         1683.47   (f) ADJ UNCH    2 0
 GJ0102
 GJ0102.Superseded values are not recommended for survey control.
 GJ0102
 GJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0102.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0102
 GJ0102_MARKER: DB = BENCH MARK DISK
 GJ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0102_STAMPING: R 34 1934
 GJ0102_MARK LOGO: CGS
 GJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0102+STABILITY: SURFACE MOTION
 GJ0102
 GJ0102  HISTORY     - Date     Condition        Report By
 GJ0102  HISTORY     - 1934     MONUMENTED       CGS
 GJ0102  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0102
 GJ0102                          STATION DESCRIPTION
 GJ0102
 GJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0102'8.2 MI W FROM LONGDALE.
 GJ0102'8.2 MILES WEST OF INTERSECTION OF CRI AND P RR AND MAIN STREET
 GJ0102'0.2 MILE WEST OF THE J. RUNNER FARM HOUSE.  60 FEET SOUTH OF
 GJ0102'THE CENTERLINE OF STATE HIGHWAY 35.  30 FEET WEST OF NORTH AND
 GJ0102'SOUTH SECTION LINE ROAD.
 GJ0102
 GJ0102                          STATION RECOVERY (1972)
 GJ0102
 GJ0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0067 ***********************************************************************
 GJ0067  DESIGNATION -  R 35
 GJ0067  PID         -  GJ0067
 GJ0067  STATE/COUNTY-  OK/GARFIELD
 GJ0067  COUNTRY     -  US
 GJ0067  USGS QUAD   -  DRUMMOND (2018)
 GJ0067
 GJ0067                         *CURRENT SURVEY CONTROL
 GJ0067  ______________________________________________________________________
 GJ0067* NAD 83(1986) POSITION- 36 18 48.     (N) 098 01 16.     (W)   SCALED
 GJ0067* NAVD 88 ORTHO HEIGHT -   370.927 (meters)     1216.95  (feet) ADJUSTED
 GJ0067  ______________________________________________________________________
 GJ0067  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 GJ0067  DYNAMIC HEIGHT  -        370.598 (meters)     1215.87  (feet) COMP
 GJ0067  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 GJ0067
 GJ0067  VERT ORDER      -  SECOND    CLASS 0
 GJ0067
 GJ0067.The horizontal coordinates were scaled from a map and have
 GJ0067.an estimated accuracy of +/- 6 seconds.
 GJ0067
 GJ0067.The orthometric height was determined by differential leveling and
 GJ0067.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0067.in June 1991.
 GJ0067
 GJ0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0067.GEOID18 height accuracy estimate available here.
 GJ0067
 GJ0067.Click photographs - Photos may exist for this station.
 GJ0067
 GJ0067.The dynamic height is computed by dividing the NAVD 88
 GJ0067.geopotential number by the normal gravity value computed on the
 GJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0067.degrees latitude (g = 980.6199 gals.).
 GJ0067
 GJ0067.The modeled gravity was interpolated from observed gravity values.
 GJ0067
 GJ0067;                    North         East    Units  Estimated Accuracy
 GJ0067;SPC OK N     -   145,720.      598,100.      MT  (+/- 180 meters Scaled)
 GJ0067
 GJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF878191(NAD 83)
 GJ0067
 GJ0067                          SUPERSEDED SURVEY CONTROL
 GJ0067
 GJ0067  NGVD 29 (??/??/92)  370.779  (m)         1216.46   (f) ADJ UNCH    2 0
 GJ0067
 GJ0067.Superseded values are not recommended for survey control.
 GJ0067
 GJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0067.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0067
 GJ0067_MARKER: DB = BENCH MARK DISK
 GJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0067_STAMPING: R 35 1934
 GJ0067_MARK LOGO: CGS
 GJ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0067+STABILITY: SURFACE MOTION
 GJ0067
 GJ0067  HISTORY     - Date     Condition        Report By
 GJ0067  HISTORY     - 1934     MONUMENTED       CGS
 GJ0067  HISTORY     - 1954     MARK NOT FOUND   USGS
 GJ0067
 GJ0067                          STATION DESCRIPTION
 GJ0067
 GJ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0067'10.9 MI SW FROM ENID.
 GJ0067'10.9 MILES SOUTHWEST OF THE POST OFFICE.  AT ENID 240 FEET
 GJ0067'NORTHEAST OF MILE POST 596.  43 FEET SOUTH OF THE CENTERLINE OF
 GJ0067'ST. LOUIS AND SAN FRANCISCO RAILROAD.  7 FEET NORTH OF THE
 GJ0067'RAILROAD RIGHT-OF-WAY FENCE LINE.
 GJ0067
 GJ0067                          STATION RECOVERY (1954)
 GJ0067
 GJ0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GJ0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0180 ***********************************************************************
 EM0180  DESIGNATION -  R 36
 EM0180  PID         -  EM0180
 EM0180  STATE/COUNTY-  OK/TILLMAN
 EM0180  COUNTRY     -  US
 EM0180  USGS QUAD   -  MANITOU (2018)
 EM0180
 EM0180                         *CURRENT SURVEY CONTROL
 EM0180  ______________________________________________________________________
 EM0180* NAD 83(1986) POSITION- 34 30 26.     (N) 098 59 07.     (W)   SCALED
 EM0180* NAVD 88 ORTHO HEIGHT -   382.711 (meters)     1255.61  (feet) ADJUSTED
 EM0180  ______________________________________________________________________
 EM0180  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 EM0180  DYNAMIC HEIGHT  -        382.309 (meters)     1254.29  (feet) COMP
 EM0180  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 EM0180
 EM0180  VERT ORDER      -  SECOND    CLASS 0
 EM0180
 EM0180.The horizontal coordinates were scaled from a map and have
 EM0180.an estimated accuracy of +/- 6 seconds.
 EM0180
 EM0180.The orthometric height was determined by differential leveling and
 EM0180.adjusted by the NATIONAL GEODETIC SURVEY
 EM0180.in June 1991.
 EM0180
 EM0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0180.GEOID18 height accuracy estimate available here.
 EM0180
 EM0180.Click photographs - Photos may exist for this station.
 EM0180
 EM0180.The dynamic height is computed by dividing the NAVD 88
 EM0180.geopotential number by the normal gravity value computed on the
 EM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0180.degrees latitude (g = 980.6199 gals.).
 EM0180
 EM0180.The modeled gravity was interpolated from observed gravity values.
 EM0180
 EM0180;                    North         East    Units  Estimated Accuracy
 EM0180;SPC OK S     -   130,650.      509,530.      MT  (+/- 180 meters Scaled)
 EM0180
 EM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND013183(NAD 83)
 EM0180
 EM0180                          SUPERSEDED SURVEY CONTROL
 EM0180
 EM0180  NGVD 29 (??/??/92)  382.567  (m)         1255.14   (f) ADJ UNCH    2 0
 EM0180
 EM0180.Superseded values are not recommended for survey control.
 EM0180
 EM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0180.See file dsdata.pdf to determine how the superseded data were derived.
 EM0180
 EM0180_MARKER: DB = BENCH MARK DISK
 EM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0180_STAMPING: R 36 1934
 EM0180_MARK LOGO: CGS
 EM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0180+STABILITY: SURFACE MOTION
 EM0180
 EM0180  HISTORY     - Date     Condition        Report By
 EM0180  HISTORY     - 1934     MONUMENTED       CGS
 EM0180  HISTORY     - 1961     GOOD             CGS
 EM0180
 EM0180                          STATION DESCRIPTION
 EM0180
 EM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0180'IN MANITOU.
 EM0180'AT MANITOU, ABOUT 100 FEET NORTHWEST OF THE ST. LOUIS-SAN FRANCISCO
 EM0180'RAILWAY STATION, AT A CROSSING, WEST OF THE TRACK, AND 40 FEET SOUTH
 EM0180'OF THE ROAD.  A STANDARD DISK, STAMPED R 36 1934 AND SET IN THE TOP OF
 EM0180'A CONCRETE POST.
 EM0180
 EM0180                          STATION RECOVERY (1961)
 EM0180
 EM0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0148 ***********************************************************************
 EM0148  DESIGNATION -  R 37
 EM0148  PID         -  EM0148
 EM0148  STATE/COUNTY-  OK/COMANCHE
 EM0148  COUNTRY     -  US
 EM0148  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0148
 EM0148                         *CURRENT SURVEY CONTROL
 EM0148  ______________________________________________________________________
 EM0148* NAD 83(1986) POSITION- 34 37 46.31   (N) 098 37 46.53   (W)   HD_HELD1
 EM0148* NAVD 88 ORTHO HEIGHT -   387.782 (meters)     1272.25  (feet) ADJUSTED
 EM0148  ______________________________________________________________________
 EM0148  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 EM0148  DYNAMIC HEIGHT  -        387.392 (meters)     1270.97  (feet) COMP
 EM0148  MODELED GRAVITY -    979,617.6   (mgal)                       NAVD 88
 EM0148
 EM0148  VERT ORDER      -  SECOND    CLASS 0
 EM0148
 EM0148.The horizontal coordinates were determined by differentially corrected
 EM0148.hand held GPS observations or other comparable positioning techniques
 EM0148.and have an estimated accuracy of +/- 3 meters.
 EM0148
 EM0148.The orthometric height was determined by differential leveling and
 EM0148.adjusted by the NATIONAL GEODETIC SURVEY
 EM0148.in June 1991.
 EM0148
 EM0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0148.GEOID18 height accuracy estimate available here.
 EM0148
 EM0148.Click photographs - Photos may exist for this station.
 EM0148
 EM0148.The dynamic height is computed by dividing the NAVD 88
 EM0148.geopotential number by the normal gravity value computed on the
 EM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0148.degrees latitude (g = 980.6199 gals.).
 EM0148
 EM0148.The modeled gravity was interpolated from observed gravity values.
 EM0148
 EM0148;                    North         East    Units  Estimated Accuracy
 EM0148;SPC OK S     -   143,958.6     542,271.9     MT  (+/- 3 meters HH1 GPS) 
 EM0148
 EM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3395232023(NAD 83)
 EM0148
 EM0148                          SUPERSEDED SURVEY CONTROL
 EM0148
 EM0148  NGVD 29 (??/??/92)  387.658  (m)         1271.84   (f) ADJ UNCH    2 0
 EM0148
 EM0148.Superseded values are not recommended for survey control.
 EM0148
 EM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0148.See file dsdata.pdf to determine how the superseded data were derived.
 EM0148
 EM0148_MARKER: DB = BENCH MARK DISK
 EM0148_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EM0148+WITH SETTING: PAVEMENT
 EM0148_SP_SET: WATER TANK FOUNDATION
 EM0148_STAMPING: R 37 1934
 EM0148_MARK LOGO: CGS
 EM0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0148+STABILITY: SURFACE MOTION
 EM0148
 EM0148  HISTORY     - Date     Condition        Report By
 EM0148  HISTORY     - 1934     MONUMENTED       CGS
 EM0148  HISTORY     - 1963     GOOD             CGS
 EM0148  HISTORY     - 20000105 GOOD             LOCSUR
 EM0148
 EM0148                          STATION DESCRIPTION
 EM0148
 EM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0148'IN CACHE.
 EM0148'AT CACHE, COMANCHE COUNTY, 500 FEET SOUTHEAST OF THE ST. LOUIS-SAN
 EM0148'FRANCISCO RAILWAY STATION, AT A CITY WATER TANK, AND IN THE CONCRETE
 EM0148'FOUNDATION OF THE NORTHEAST LEG, AND 6 INCHES ABOVE GROUND.  A
 EM0148'STANDARD DISK, STAMPED R 37 1934.
 EM0148
 EM0148                          STATION RECOVERY (2000)
 EM0148
 EM0148'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0148'RECOVERED IN GOOD CONDITION.  NOTE--THE WATER TOWER HAS BEEN REMOVED
 EM0148'AND A NEW TOWER BUILT NORTH.  NOT SUITABLE FOR GPS, MANY LARGE TREES
 EM0148'AND WATER TOWER DIRECTLY NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0449 ***********************************************************************
 EL0449  DESIGNATION -  R 39
 EL0449  PID         -  EL0449
 EL0449  STATE/COUNTY-  OK/CARTER
 EL0449  COUNTRY     -  US
 EL0449  USGS QUAD   -  GENE AUTRY (2018)
 EL0449
 EL0449                         *CURRENT SURVEY CONTROL
 EL0449  ______________________________________________________________________
 EL0449* NAD 83(1986) POSITION- 34 19 49.     (N) 097 02 09.     (W)   SCALED
 EL0449* NAVD 88 ORTHO HEIGHT -   231.768 (meters)      760.39  (feet) ADJUSTED
 EL0449  ______________________________________________________________________
 EL0449  GEOID HEIGHT    -        -25.534 (meters)                     GEOID18
 EL0449  DYNAMIC HEIGHT  -        231.537 (meters)      759.63  (feet) COMP
 EL0449  MODELED GRAVITY -    979,633.9   (mgal)                       NAVD 88
 EL0449
 EL0449  VERT ORDER      -  SECOND    CLASS 0
 EL0449
 EL0449.The horizontal coordinates were scaled from a map and have
 EL0449.an estimated accuracy of +/- 6 seconds.
 EL0449
 EL0449.The orthometric height was determined by differential leveling and
 EL0449.adjusted by the NATIONAL GEODETIC SURVEY
 EL0449.in June 1991.
 EL0449
 EL0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0449.GEOID18 height accuracy estimate available here.
 EL0449
 EL0449.Click photographs - Photos may exist for this station.
 EL0449
 EL0449.The dynamic height is computed by dividing the NAVD 88
 EL0449.geopotential number by the normal gravity value computed on the
 EL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0449.degrees latitude (g = 980.6199 gals.).
 EL0449
 EL0449.The modeled gravity was interpolated from observed gravity values.
 EL0449
 EL0449;                    North         East    Units  Estimated Accuracy
 EL0449;SPC OK S     -   111,010.      688,720.      MT  (+/- 180 meters Scaled)
 EL0449
 EL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD806005(NAD 83)
 EL0449
 EL0449                          SUPERSEDED SURVEY CONTROL
 EL0449
 EL0449  NGVD 29 (??/??/92)  231.717  (m)          760.22   (f) ADJ UNCH    2 0
 EL0449
 EL0449.Superseded values are not recommended for survey control.
 EL0449
 EL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0449.See file dsdata.pdf to determine how the superseded data were derived.
 EL0449
 EL0449_MARKER: DB = BENCH MARK DISK
 EL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0449_STAMPING: R 39 1934
 EL0449_MARK LOGO: CGS
 EL0449_PROJECTION: PROJECTING 30 CENTIMETERS
 EL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0449+STABILITY: SURFACE MOTION
 EL0449
 EL0449  HISTORY     - Date     Condition        Report By
 EL0449  HISTORY     - 1934     MONUMENTED       CGS
 EL0449  HISTORY     - 1961     GOOD             USGS
 EL0449
 EL0449                          STATION DESCRIPTION
 EL0449
 EL0449'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0449'3.4 MI N FROM GENE AUTRY.
 EL0449'GENE AUTRY, 3.4 MILES NORTH OF, T. 3 S., RGS. 2+ 3 E., IN THE
 EL0449'NORTHWEST 1/4 OF THE NORTHWEST 1/4 SEC. 6, 5 POLES SOUTH OF
 EL0449'MILEPOST 464, 64 FT. EAST AND 0.7 FT. BELOW CENTERLINE, B.M.
 EL0449'TRACKS, 40 FT. WEST OF CENTERLINE TRAIL ROAD, IN CONCRETE
 EL0449'POST PROJECTING 1.0 FT., STD. DISK STAMPED R 39 19348 PTD. B.M.
 EL0449'7 FT. SOUTHWEST OF TEL. POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0248 ***********************************************************************
 FH0248  DESIGNATION -  R 4
 FH0248  PID         -  FH0248
 FH0248  STATE/COUNTY-  OK/LE FLORE
 FH0248  COUNTRY     -  US
 FH0248  USGS QUAD   -  SPIRO (2018)
 FH0248
 FH0248                         *CURRENT SURVEY CONTROL
 FH0248  ______________________________________________________________________
 FH0248* NAD 83(1986) POSITION- 35 14 00.     (N) 094 37 27.     (W)   SCALED
 FH0248* NAVD 88 ORTHO HEIGHT -   149.303 (meters)      489.84  (feet) ADJUSTED
 FH0248  ______________________________________________________________________
 FH0248  GEOID HEIGHT    -        -30.825 (meters)                     GEOID18
 FH0248  DYNAMIC HEIGHT  -        149.158 (meters)      489.36  (feet) COMP
 FH0248  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 FH0248
 FH0248  VERT ORDER      -  FIRST     CLASS II
 FH0248
 FH0248.The horizontal coordinates were scaled from a map and have
 FH0248.an estimated accuracy of +/- 6 seconds.
 FH0248
 FH0248.The orthometric height was determined by differential leveling and
 FH0248.adjusted by the NATIONAL GEODETIC SURVEY
 FH0248.in June 1991.
 FH0248
 FH0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0248.GEOID18 height accuracy estimate available here.
 FH0248
 FH0248.Click photographs - Photos may exist for this station.
 FH0248
 FH0248.The dynamic height is computed by dividing the NAVD 88
 FH0248.geopotential number by the normal gravity value computed on the
 FH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0248.degrees latitude (g = 980.6199 gals.).
 FH0248
 FH0248.The modeled gravity was interpolated from observed gravity values.
 FH0248
 FH0248;                    North         East    Units  Estimated Accuracy
 FH0248;SPC OK S     -   215,900.      907,240.      MT  (+/- 180 meters Scaled)
 FH0248
 FH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV522001(NAD 83)
 FH0248
 FH0248                          SUPERSEDED SURVEY CONTROL
 FH0248
 FH0248  NGVD 29 (??/??/92)  149.200  (m)          489.50   (f) ADJ UNCH    1 2
 FH0248
 FH0248.Superseded values are not recommended for survey control.
 FH0248
 FH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0248.See file dsdata.pdf to determine how the superseded data were derived.
 FH0248
 FH0248_MARKER: DB = BENCH MARK DISK
 FH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0248_STAMPING: 489.500 R 4 1933
 FH0248_MARK LOGO: CGS
 FH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0248+STABILITY: SURFACE MOTION
 FH0248
 FH0248  HISTORY     - Date     Condition        Report By
 FH0248  HISTORY     - 1933     MONUMENTED       CGS
 FH0248  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0248  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0248
 FH0248                          STATION DESCRIPTION
 FH0248
 FH0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0248'AT SPIRO.
 FH0248'AT SPIRO, LE FLORE COUNTY, ON THE ABANDONED KANSAS CITY SOUTHERN
 FH0248'RAILWAY, 1/4 MILE SOUTH OF THE STATION, AT A ROAD CROSSING,
 FH0248'30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND SET IN THE
 FH0248'TOP OF A CONCRETE POST.
 FH0248
 FH0248                          STATION RECOVERY (1967)
 FH0248
 FH0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0401 ***********************************************************************
 EL0401  DESIGNATION -  R 40
 EL0401  PID         -  EL0401
 EL0401  STATE/COUNTY-  OK/CARTER
 EL0401  COUNTRY     -  US
 EL0401  USGS QUAD   -  ARDMORE EAST (2018)
 EL0401
 EL0401                         *CURRENT SURVEY CONTROL
 EL0401  ______________________________________________________________________
 EL0401* NAD 83(1986) POSITION- 34 10 33.     (N) 097 06 09.     (W)   SCALED
 EL0401* NAVD 88 ORTHO HEIGHT -   265.773 (meters)      871.96  (feet) ADJUSTED
 EL0401  ______________________________________________________________________
 EL0401  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 EL0401  DYNAMIC HEIGHT  -        265.493 (meters)      871.04  (feet) COMP
 EL0401  MODELED GRAVITY -    979,578.3   (mgal)                       NAVD 88
 EL0401
 EL0401  VERT ORDER      -  FIRST     CLASS II
 EL0401
 EL0401.The horizontal coordinates were scaled from a map and have
 EL0401.an estimated accuracy of +/- 6 seconds.
 EL0401
 EL0401.The orthometric height was determined by differential leveling and
 EL0401.adjusted by the NATIONAL GEODETIC SURVEY
 EL0401.in June 1991.
 EL0401
 EL0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0401.GEOID18 height accuracy estimate available here.
 EL0401
 EL0401.Click photographs - Photos may exist for this station.
 EL0401
 EL0401.The dynamic height is computed by dividing the NAVD 88
 EL0401.geopotential number by the normal gravity value computed on the
 EL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0401.degrees latitude (g = 980.6199 gals.).
 EL0401
 EL0401.The modeled gravity was interpolated from observed gravity values.
 EL0401
 EL0401;                    North         East    Units  Estimated Accuracy
 EL0401;SPC OK S     -    93,820.      682,740.      MT  (+/- 180 meters Scaled)
 EL0401
 EL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC748832(NAD 83)
 EL0401
 EL0401                          SUPERSEDED SURVEY CONTROL
 EL0401
 EL0401  NGVD 29 (??/??/92)  265.701  (m)          871.72   (f) ADJ UNCH    1 2
 EL0401
 EL0401.Superseded values are not recommended for survey control.
 EL0401
 EL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0401.See file dsdata.pdf to determine how the superseded data were derived.
 EL0401
 EL0401_MARKER: DB = BENCH MARK DISK
 EL0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0401_STAMPING: R 40 1934
 EL0401_MARK LOGO: CGS
 EL0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0401+STABILITY: SURFACE MOTION
 EL0401
 EL0401  HISTORY     - Date     Condition        Report By
 EL0401  HISTORY     - 1934     MONUMENTED       CGS
 EL0401  HISTORY     - 1944     POOR             CGS
 EL0401  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0401
 EL0401                          STATION DESCRIPTION
 EL0401
 EL0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0401'AT ARDMORE.
 EL0401'AT ARDMORE.  ON ST. LOUIS AND SAN FRANCISCO RR CROSSING 15 BLOCKS
 EL0401'EAST OF THE POST OFFICE.  30 FEET SOUTH OF THE TRACK, 20 FEET EAST
 EL0401'OF THE CENTERLINE OF THE ROAD.  NOTE-- LEANING ABOUT 30 FT NE OFF
 EL0401'CENTER.
 EL0401
 EL0401                          STATION RECOVERY (1944)
 EL0401
 EL0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 EL0401'MARK RECOVERED IN POOR CONDITION.
 EL0401
 EL0401                          STATION RECOVERY (1994)
 EL0401
 EL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0559 ***********************************************************************
 EL0559  DESIGNATION -  R 41
 EL0559  PID         -  EL0559
 EL0559  STATE/COUNTY-  OK/GRADY
 EL0559  COUNTRY     -  US
 EL0559  USGS QUAD   -  BRADLEY (2018)
 EL0559
 EL0559                         *CURRENT SURVEY CONTROL
 EL0559  ______________________________________________________________________
 EL0559* NAD 83(1986) POSITION- 34 53 48.     (N) 097 43 28.     (W)   SCALED
 EL0559* NAVD 88 ORTHO HEIGHT -   309.509 (meters)     1015.45  (feet) ADJUSTED
 EL0559  ______________________________________________________________________
 EL0559  GEOID HEIGHT    -        -26.032 (meters)                     GEOID18
 EL0559  DYNAMIC HEIGHT  -        309.206 (meters)     1014.45  (feet) COMP
 EL0559  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 EL0559
 EL0559  VERT ORDER      -  SECOND    CLASS 0
 EL0559
 EL0559.The horizontal coordinates were scaled from a map and have
 EL0559.an estimated accuracy of +/- 6 seconds.
 EL0559
 EL0559.The orthometric height was determined by differential leveling and
 EL0559.adjusted by the NATIONAL GEODETIC SURVEY
 EL0559.in June 1991.
 EL0559
 EL0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0559.GEOID18 height accuracy estimate available here.
 EL0559
 EL0559.Click photographs - Photos may exist for this station.
 EL0559
 EL0559.The dynamic height is computed by dividing the NAVD 88
 EL0559.geopotential number by the normal gravity value computed on the
 EL0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0559.degrees latitude (g = 980.6199 gals.).
 EL0559
 EL0559.The modeled gravity was interpolated from observed gravity values.
 EL0559
 EL0559;                    North         East    Units  Estimated Accuracy
 EL0559;SPC OK S     -   173,450.      625,190.      MT  (+/- 180 meters Scaled)
 EL0559
 EL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD165623(NAD 83)
 EL0559
 EL0559                          SUPERSEDED SURVEY CONTROL
 EL0559
 EL0559  NGVD 29 (??/??/92)  309.420  (m)         1015.16   (f) ADJ UNCH    2 0
 EL0559
 EL0559.Superseded values are not recommended for survey control.
 EL0559
 EL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0559.See file dsdata.pdf to determine how the superseded data were derived.
 EL0559
 EL0559_MARKER: DB = BENCH MARK DISK
 EL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0559_STAMPING: R 41 1934
 EL0559_MARK LOGO: CGS
 EL0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0559+STABILITY: SURFACE MOTION
 EL0559
 EL0559  HISTORY     - Date     Condition        Report By
 EL0559  HISTORY     - 1934     MONUMENTED       CGS
 EL0559  HISTORY     - 1937     MARK NOT FOUND   OKGS
 EL0559
 EL0559                          STATION DESCRIPTION
 EL0559
 EL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0559'1.2 MI NW FROM BRADLEY.
 EL0559'0.3 MILES WEST OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD BRIDGE
 EL0559'OVER WASHITA RIVER AT MILE 454. 55 FEET SOUTH OF NEAREST RAIL.
 EL0559'48 FEET NORTH OF CENTER LINE OF OKLAHOMA STATE HIGHWAY 19.
 EL0559'ON RAILROAD PROPERTY.
 EL0559
 EL0559                          STATION RECOVERY (1937)
 EL0559
 EL0559'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1937
 EL0559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0316 ***********************************************************************
 EL0316  DESIGNATION -  R 42
 EL0316  PID         -  EL0316
 EL0316  STATE/COUNTY-  OK/GARVIN
 EL0316  COUNTRY     -  US
 EL0316  USGS QUAD   -  MAYSVILLE (2018)
 EL0316
 EL0316                         *CURRENT SURVEY CONTROL
 EL0316  ______________________________________________________________________
 EL0316* NAD 83(1986) POSITION- 34 49 06.     (N) 097 24 29.     (W)   SCALED
 EL0316* NAVD 88 ORTHO HEIGHT -   287.648 (meters)      943.73  (feet) ADJUSTED
 EL0316  ______________________________________________________________________
 EL0316  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 EL0316  DYNAMIC HEIGHT  -        287.367 (meters)      942.80  (feet) COMP
 EL0316  MODELED GRAVITY -    979,649.0   (mgal)                       NAVD 88
 EL0316
 EL0316  VERT ORDER      -  SECOND    CLASS 0
 EL0316
 EL0316.The horizontal coordinates were scaled from a map and have
 EL0316.an estimated accuracy of +/- 6 seconds.
 EL0316
 EL0316.The orthometric height was determined by differential leveling and
 EL0316.adjusted by the NATIONAL GEODETIC SURVEY
 EL0316.in June 1991.
 EL0316
 EL0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0316.GEOID18 height accuracy estimate available here.
 EL0316
 EL0316.Click photographs - Photos may exist for this station.
 EL0316
 EL0316.The dynamic height is computed by dividing the NAVD 88
 EL0316.geopotential number by the normal gravity value computed on the
 EL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0316.degrees latitude (g = 980.6199 gals.).
 EL0316
 EL0316.The modeled gravity was interpolated from observed gravity values.
 EL0316
 EL0316;                    North         East    Units  Estimated Accuracy
 EL0316;SPC OK S     -   164,880.      654,150.      MT  (+/- 180 meters Scaled)
 EL0316
 EL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD455540(NAD 83)
 EL0316
 EL0316                          SUPERSEDED SURVEY CONTROL
 EL0316
 EL0316  NGVD 29 (??/??/92)  287.567  (m)          943.46   (f) ADJ UNCH    2 0
 EL0316
 EL0316.Superseded values are not recommended for survey control.
 EL0316
 EL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0316.See file dsdata.pdf to determine how the superseded data were derived.
 EL0316
 EL0316_MARKER: DB = BENCH MARK DISK
 EL0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0316_STAMPING: R 42 1934
 EL0316_MARK LOGO: CGS
 EL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0316+STABILITY: SURFACE MOTION
 EL0316
 EL0316  HISTORY     - Date     Condition        Report By
 EL0316  HISTORY     - 1934     MONUMENTED       CGS
 EL0316  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 EL0316
 EL0316                          STATION DESCRIPTION
 EL0316
 EL0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0316'AT MAYSVILLE.
 EL0316'AT MAYSVILLE 0.2 MILE WEST OF MILE POST 12, 165 FEET EAST OF
 EL0316'EAST END OF ATCHISON TOPEKA AND SANTA FE RAILWAY STATION AT
 EL0316'MAYSVILLE, 24 FEET SOUTH OF NEAREST RAIL OF MAIN TRACK.
 EL0316
 EL0316                          STATION RECOVERY (2022)
 EL0316
 EL0316'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0473 ***********************************************************************
 EL0473  DESIGNATION -  R 43
 EL0473  PID         -  EL0473
 EL0473  STATE/COUNTY-  OK/JEFFERSON
 EL0473  COUNTRY     -  US
 EL0473  USGS QUAD   -  RYAN (2019)
 EL0473
 EL0473                         *CURRENT SURVEY CONTROL
 EL0473  ______________________________________________________________________
 EL0473* NAD 83(1986) POSITION- 34 03 01.     (N) 097 58 32.     (W)   SCALED
 EL0473* NAVD 88 ORTHO HEIGHT -   257.840 (meters)      845.93  (feet) ADJUSTED
 EL0473  ______________________________________________________________________
 EL0473  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 EL0473  DYNAMIC HEIGHT  -        257.571 (meters)      845.05  (feet) COMP
 EL0473  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 EL0473
 EL0473  VERT ORDER      -  FIRST     CLASS II
 EL0473
 EL0473.The horizontal coordinates were scaled from a map and have
 EL0473.an estimated accuracy of +/- 6 seconds.
 EL0473
 EL0473.The orthometric height was determined by differential leveling and
 EL0473.adjusted by the NATIONAL GEODETIC SURVEY
 EL0473.in June 1991.
 EL0473
 EL0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0473.GEOID18 height accuracy estimate available here.
 EL0473
 EL0473.Click photographs - Photos may exist for this station.
 EL0473
 EL0473.The dynamic height is computed by dividing the NAVD 88
 EL0473.geopotential number by the normal gravity value computed on the
 EL0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0473.degrees latitude (g = 980.6199 gals.).
 EL0473
 EL0473.The modeled gravity was interpolated from observed gravity values.
 EL0473
 EL0473;                    North         East    Units  Estimated Accuracy
 EL0473;SPC OK S     -    79,530.      602,260.      MT  (+/- 180 meters Scaled)
 EL0473
 EL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC945682(NAD 83)
 EL0473
 EL0473                          SUPERSEDED SURVEY CONTROL
 EL0473
 EL0473  NGVD 29 (??/??/92)  257.741  (m)          845.61   (f) ADJ UNCH    1 2
 EL0473
 EL0473.Superseded values are not recommended for survey control.
 EL0473
 EL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0473.See file dsdata.pdf to determine how the superseded data were derived.
 EL0473
 EL0473_MARKER: DB = BENCH MARK DISK
 EL0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0473_STAMPING: R 43 1934
 EL0473_MARK LOGO: CGS
 EL0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0473+STABILITY: SURFACE MOTION
 EL0473
 EL0473  HISTORY     - Date     Condition        Report By
 EL0473  HISTORY     - 1934     MONUMENTED       CGS
 EL0473  HISTORY     - 1934     GOOD
 EL0473  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0473
 EL0473                          STATION DESCRIPTION
 EL0473
 EL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0473'2.2 MI S FROM SUGDEN.
 EL0473'2.2 MILES SOUTH OF CRIPRR STATION AT SUGDEN, 104 FEET SOUTHEAST
 EL0473'OF MILE POLE 508/5.  60 FEET EAST OF EAST RAIL OF CHICAGO ROCK
 EL0473'ISLAND AND PACIFIC RAILWAY TRACK, AND 9 FEET NORTH OF GATE IN
 EL0473'RIGHT OF WAY FENCE.
 EL0473
 EL0473                          STATION RECOVERY (1934)
 EL0473
 EL0473'RECOVERED 1934
 EL0473'RECOVERED IN GOOD CONDITION.
 EL0473
 EL0473                          STATION RECOVERY (1986)
 EL0473
 EL0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0473'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0341 ***********************************************************************
 EL0341  DESIGNATION -  R 44
 EL0341  PID         -  EL0341
 EL0341  STATE/COUNTY-  OK/GARVIN
 EL0341  COUNTRY     -  US
 EL0341  USGS QUAD   -  BYARS (2018)
 EL0341
 EL0341                         *CURRENT SURVEY CONTROL
 EL0341  ______________________________________________________________________
 EL0341* NAD 83(1986) POSITION- 34 47 47.     (N) 097 07 02.     (W)   SCALED
 EL0341* NAVD 88 ORTHO HEIGHT -   277.594 (meters)      910.74  (feet) ADJUSTED
 EL0341  ______________________________________________________________________
 EL0341  GEOID HEIGHT    -        -25.705 (meters)                     GEOID18
 EL0341  DYNAMIC HEIGHT  -        277.325 (meters)      909.86  (feet) COMP
 EL0341  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EL0341
 EL0341  VERT ORDER      -  SECOND    CLASS 0
 EL0341
 EL0341.The horizontal coordinates were scaled from a map and have
 EL0341.an estimated accuracy of +/- 6 seconds.
 EL0341
 EL0341.The orthometric height was determined by differential leveling and
 EL0341.adjusted by the NATIONAL GEODETIC SURVEY
 EL0341.in June 1991.
 EL0341
 EL0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0341.GEOID18 height accuracy estimate available here.
 EL0341
 EL0341.Click photographs - Photos may exist for this station.
 EL0341
 EL0341.The dynamic height is computed by dividing the NAVD 88
 EL0341.geopotential number by the normal gravity value computed on the
 EL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0341.degrees latitude (g = 980.6199 gals.).
 EL0341
 EL0341.The modeled gravity was interpolated from observed gravity values.
 EL0341
 EL0341;                    North         East    Units  Estimated Accuracy
 EL0341;SPC OK S     -   162,640.      680,780.      MT  (+/- 180 meters Scaled)
 EL0341
 EL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD722520(NAD 83)
 EL0341
 EL0341                          SUPERSEDED SURVEY CONTROL
 EL0341
 EL0341  NGVD 29 (??/??/92)  277.517  (m)          910.49   (f) ADJ UNCH    2 0
 EL0341
 EL0341.Superseded values are not recommended for survey control.
 EL0341
 EL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0341.See file dsdata.pdf to determine how the superseded data were derived.
 EL0341
 EL0341_MARKER: DB = BENCH MARK DISK
 EL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0341_SP_SET: MILEPOST
 EL0341_STAMPING: R 44 1934
 EL0341_MARK LOGO: CGS
 EL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0341+STABILITY: SURFACE MOTION
 EL0341
 EL0341  HISTORY     - Date     Condition        Report By
 EL0341  HISTORY     - 1934     MONUMENTED       CGS
 EL0341  HISTORY     - 1963     GOOD             USGS
 EL0341  HISTORY     - 20220411 MARK NOT FOUND   OKDOT
 EL0341
 EL0341                          STATION DESCRIPTION
 EL0341
 EL0341'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0341'9 MI SW FROM BYARS.
 EL0341'BYARS, 5.5 MILES SOUTH AND 3.5 MILES WEST OF, 3.8 MILES NORTH
 EL0341'AND 3.2 MILES EAST OF PAULS VALLEY, T. 4 N., R. 2 E., NEAR 1/4
 EL0341'COR. BETWEEN SECS. 20 AND 29, 119 FT. NORTHEAST FROM THE CENTER
 EL0341'OF THE OVERPASS, THENCE 23 FT. WEST (NORMAL) OF CENTERLINE R.R.
 EL0341'TRACKS, IN THE TOP OF LIMESTONE MILEPOST 176 PROJECTING 3.7 FT.,
 EL0341'STANDARD DISK STAMPED R 44 1934.
 EL0341
 EL0341                          STATION RECOVERY (2022)
 EL0341
 EL0341'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0341'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0278 ***********************************************************************
 EL0278  DESIGNATION -  R 45
 EL0278  PID         -  EL0278
 EL0278  STATE/COUNTY-  OK/PONTOTOC
 EL0278  COUNTRY     -  US
 EL0278  USGS QUAD   -  STONEWALL (2018)
 EL0278
 EL0278                         *CURRENT SURVEY CONTROL
 EL0278  ______________________________________________________________________
 EL0278* NAD 83(1986) POSITION- 34 38 44.     (N) 096 31 46.     (W)   SCALED
 EL0278* NAVD 88 ORTHO HEIGHT -   216.795 (meters)      711.27  (feet) ADJUSTED
 EL0278  ______________________________________________________________________
 EL0278  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 EL0278  DYNAMIC HEIGHT  -        216.583 (meters)      710.57  (feet) COMP
 EL0278  MODELED GRAVITY -    979,651.6   (mgal)                       NAVD 88
 EL0278
 EL0278  VERT ORDER      -  SECOND    CLASS 0
 EL0278
 EL0278.The horizontal coordinates were scaled from a map and have
 EL0278.an estimated accuracy of +/- 6 seconds.
 EL0278
 EL0278.The orthometric height was determined by differential leveling and
 EL0278.adjusted by the NATIONAL GEODETIC SURVEY
 EL0278.in June 1991.
 EL0278
 EL0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0278.GEOID18 height accuracy estimate available here.
 EL0278
 EL0278.Click photographs - Photos may exist for this station.
 EL0278
 EL0278.The dynamic height is computed by dividing the NAVD 88
 EL0278.geopotential number by the normal gravity value computed on the
 EL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0278.degrees latitude (g = 980.6199 gals.).
 EL0278
 EL0278.The modeled gravity was interpolated from observed gravity values.
 EL0278
 EL0278;                    North         East    Units  Estimated Accuracy
 EL0278;SPC OK S     -   146,540.      734,810.      MT  (+/- 180 meters Scaled)
 EL0278
 EL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD264365(NAD 83)
 EL0278
 EL0278                          SUPERSEDED SURVEY CONTROL
 EL0278
 EL0278  NGVD 29 (??/??/92)  216.717  (m)          711.01   (f) ADJ UNCH    2 0
 EL0278
 EL0278.Superseded values are not recommended for survey control.
 EL0278
 EL0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0278.See file dsdata.pdf to determine how the superseded data were derived.
 EL0278
 EL0278_MARKER: DB = BENCH MARK DISK
 EL0278_SETTING: 80 = SET IN A BOULDER
 EL0278_STAMPING: R 45 1934
 EL0278_MARK LOGO: CGS
 EL0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0278+STABILITY: SURFACE MOTION
 EL0278
 EL0278  HISTORY     - Date     Condition        Report By
 EL0278  HISTORY     - 1934     MONUMENTED       CGS
 EL0278
 EL0278                          STATION DESCRIPTION
 EL0278
 EL0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0278'AT STONEWALL.
 EL0278'AT STONEWALL 700 FEET SOUTH OF STONEWALL HIGH SCHOOL.  250 FEET
 EL0278'NORTHEAST OF ATCHISON-TOPEKA AND SANTA FE RAILROAD STATION AT
 EL0278'STONEWALL.  110 FEET NORTH OF THE NEAREST RAIL OF THE
 EL0278'ATCHISON-TOPEKA AND SANTA FE MAIN TRACK.  48 FEET EAST OF THE
 EL0278'CENTER LINE OF COUNTY ROAD.  SET IN THE TOP OF A FLAT SANDSTONE
 EL0278'BOULDER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0121 ***********************************************************************
 GH0121  DESIGNATION -  R 47
 GH0121  PID         -  GH0121
 GH0121  STATE/COUNTY-  OK/PAWNEE
 GH0121  COUNTRY     -  US
 GH0121  USGS QUAD   -  LELA (2018)
 GH0121
 GH0121                         *CURRENT SURVEY CONTROL
 GH0121  ______________________________________________________________________
 GH0121* NAD 83(1986) POSITION- 36 19 30.     (N) 096 53 20.     (W)   SCALED
 GH0121* NAVD 88 ORTHO HEIGHT -   281.067 (meters)      922.13  (feet) ADJUSTED
 GH0121  ______________________________________________________________________
 GH0121  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 GH0121  DYNAMIC HEIGHT  -        280.821 (meters)      921.33  (feet) COMP
 GH0121  MODELED GRAVITY -    979,750.0   (mgal)                       NAVD 88
 GH0121
 GH0121  VERT ORDER      -  SECOND    CLASS 0
 GH0121
 GH0121.The horizontal coordinates were scaled from a map and have
 GH0121.an estimated accuracy of +/- 6 seconds.
 GH0121
 GH0121.The orthometric height was determined by differential leveling and
 GH0121.adjusted by the NATIONAL GEODETIC SURVEY
 GH0121.in June 1991.
 GH0121
 GH0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0121.GEOID18 height accuracy estimate available here.
 GH0121
 GH0121.Click photographs - Photos may exist for this station.
 GH0121
 GH0121.The dynamic height is computed by dividing the NAVD 88
 GH0121.geopotential number by the normal gravity value computed on the
 GH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0121.degrees latitude (g = 980.6199 gals.).
 GH0121
 GH0121.The modeled gravity was interpolated from observed gravity values.
 GH0121
 GH0121;                    North         East    Units  Estimated Accuracy
 GH0121;SPC OK N     -   147,580.      699,760.      MT  (+/- 180 meters Scaled)
 GH0121
 GH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF894220(NAD 83)
 GH0121
 GH0121                          SUPERSEDED SURVEY CONTROL
 GH0121
 GH0121  NGVD 29 (??/??/92)  280.955  (m)          921.77   (f) ADJ UNCH    2 0
 GH0121
 GH0121.Superseded values are not recommended for survey control.
 GH0121
 GH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0121.See file dsdata.pdf to determine how the superseded data were derived.
 GH0121
 GH0121_MARKER: DB = BENCH MARK DISK
 GH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0121_STAMPING: R 47 1934
 GH0121_MARK LOGO: CGS
 GH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0121+STABILITY: SURFACE MOTION
 GH0121
 GH0121  HISTORY     - Date     Condition        Report By
 GH0121  HISTORY     - 1934     MONUMENTED       CGS
 GH0121  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0121
 GH0121                          STATION DESCRIPTION
 GH0121
 GH0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0121'5.4 MI N FROM PAWNEE.
 GH0121'5.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0121'THE STATION AT PAWNEE, PAWNEE COUNTY, 39 FEET WEST OF THE
 GH0121'THIRTEENTH POLE WEST OF MILEPOST 483, AT A ROAD CROSSING, 45
 GH0121'FEET EAST OF THE NORTH-AND-SOUTH SECTION-LINE ROAD, AND 40 FEET
 GH0121'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GH0121'R 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0121
 GH0121                          STATION RECOVERY (1976)
 GH0121
 GH0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0121'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0077 ***********************************************************************
 GH0077  DESIGNATION -  R 48
 GH0077  PID         -  GH0077
 GH0077  STATE/COUNTY-  OK/TULSA
 GH0077  COUNTRY     -  US
 GH0077  USGS QUAD   -  SAND SPRINGS (2018)
 GH0077
 GH0077                         *CURRENT SURVEY CONTROL
 GH0077  ______________________________________________________________________
 GH0077* NAD 83(1986) POSITION- 36 07 48.     (N) 096 04 53.     (W)   SCALED
 GH0077* NAVD 88 ORTHO HEIGHT -   201.483 (meters)      661.03  (feet) ADJUSTED
 GH0077  ______________________________________________________________________
 GH0077  GEOID HEIGHT    -        -28.757 (meters)                     GEOID18
 GH0077  DYNAMIC HEIGHT  -        201.307 (meters)      660.45  (feet) COMP
 GH0077  MODELED GRAVITY -    979,753.7   (mgal)                       NAVD 88
 GH0077
 GH0077  VERT ORDER      -  SECOND    CLASS 0
 GH0077
 GH0077.The horizontal coordinates were scaled from a map and have
 GH0077.an estimated accuracy of +/- 6 seconds.
 GH0077
 GH0077.The orthometric height was determined by differential leveling and
 GH0077.adjusted by the NATIONAL GEODETIC SURVEY
 GH0077.in June 1991.
 GH0077
 GH0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0077.GEOID18 height accuracy estimate available here.
 GH0077
 GH0077.Click photographs - Photos may exist for this station.
 GH0077
 GH0077.The dynamic height is computed by dividing the NAVD 88
 GH0077.geopotential number by the normal gravity value computed on the
 GH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0077.degrees latitude (g = 980.6199 gals.).
 GH0077
 GH0077.The modeled gravity was interpolated from observed gravity values.
 GH0077
 GH0077;                    North         East    Units  Estimated Accuracy
 GH0077;SPC OK N     -   127,080.      772,680.      MT  (+/- 180 meters Scaled)
 GH0077
 GH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF626023(NAD 83)
 GH0077
 GH0077                          SUPERSEDED SURVEY CONTROL
 GH0077
 GH0077  NGVD 29 (??/??/92)  201.367  (m)          660.65   (f) ADJ UNCH    2 0
 GH0077
 GH0077.Superseded values are not recommended for survey control.
 GH0077
 GH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0077.See file dsdata.pdf to determine how the superseded data were derived.
 GH0077
 GH0077_MARKER: DB = BENCH MARK DISK
 GH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0077_STAMPING: R 48 1934
 GH0077_MARK LOGO: CGS
 GH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0077+STABILITY: SURFACE MOTION
 GH0077
 GH0077  HISTORY     - Date     Condition        Report By
 GH0077  HISTORY     - 1934     MONUMENTED       CGS
 GH0077  HISTORY     - 1955     MARK NOT FOUND   USGS
 GH0077  HISTORY     - 20161102 MARK NOT FOUND   NGS
 GH0077
 GH0077                          STATION DESCRIPTION
 GH0077
 GH0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0077'5.5 MI W FROM TULSA.
 GH0077'5.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0077'UNION STATION AT TULSA, TULSA COUNTY, 285 FEET WEST OF THE WEST
 GH0077'END OF BRIDGE NO. 429.4, 400 FEET EAST OF A LARGE LIMESTONE
 GH0077'CRUSHER, AND 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 GH0077'STANDARD DISK, STAMPED R 48 1934 AND SET IN THE TOP OF A
 GH0077'CONCRETE POST.
 GH0077
 GH0077                          STATION RECOVERY (1955)
 GH0077
 GH0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GH0077'MARK NOT FOUND.
 GH0077
 GH0077                          STATION RECOVERY (2016)
 GH0077
 GH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (MJR)
 GH0077'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0653 ***********************************************************************
 FH0653  DESIGNATION -  R 5
 FH0653  PID         -  FH0653
 FH0653  STATE/COUNTY-  OK/PITTSBURG
 FH0653  COUNTRY     -  US
 FH0653  USGS QUAD   -  CANADIAN (2018)
 FH0653
 FH0653                         *CURRENT SURVEY CONTROL
 FH0653  ______________________________________________________________________
 FH0653* NAD 83(1986) POSITION- 35 10 11.     (N) 095 43 15.     (W)   SCALED
 FH0653* NAVD 88 ORTHO HEIGHT -   208.622 (meters)      684.45  (feet) ADJUSTED
 FH0653  ______________________________________________________________________
 FH0653  GEOID HEIGHT    -        -29.905 (meters)                     GEOID18
 FH0653  DYNAMIC HEIGHT  -        208.417 (meters)      683.78  (feet) COMP
 FH0653  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 FH0653
 FH0653  VERT ORDER      -  FIRST     CLASS II
 FH0653
 FH0653.The horizontal coordinates were scaled from a map and have
 FH0653.an estimated accuracy of +/- 6 seconds.
 FH0653
 FH0653.The orthometric height was determined by differential leveling and
 FH0653.adjusted by the NATIONAL GEODETIC SURVEY
 FH0653.in June 1991.
 FH0653
 FH0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0653.GEOID18 height accuracy estimate available here.
 FH0653
 FH0653.Click photographs - Photos may exist for this station.
 FH0653
 FH0653.The dynamic height is computed by dividing the NAVD 88
 FH0653.geopotential number by the normal gravity value computed on the
 FH0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0653.degrees latitude (g = 980.6199 gals.).
 FH0653
 FH0653.The modeled gravity was interpolated from observed gravity values.
 FH0653
 FH0653;                    North         East    Units  Estimated Accuracy
 FH0653;SPC OK S     -   206,050.      807,610.      MT  (+/- 180 meters Scaled)
 FH0653
 FH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU522952(NAD 83)
 FH0653
 FH0653                          SUPERSEDED SURVEY CONTROL
 FH0653
 FH0653  NGVD 29 (??/??/92)  208.512  (m)          684.09   (f) ADJ UNCH    1 2
 FH0653
 FH0653.Superseded values are not recommended for survey control.
 FH0653
 FH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0653.See file dsdata.pdf to determine how the superseded data were derived.
 FH0653
 FH0653_MARKER: DB = BENCH MARK DISK
 FH0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0653_SP_SET: COLUMN BASE
 FH0653_STAMPING: 684.093 R 5 1933
 FH0653_MARK LOGO: CGS
 FH0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0653
 FH0653  HISTORY     - Date     Condition        Report By
 FH0653  HISTORY     - 1933     MONUMENTED       CGS
 FH0653
 FH0653                          STATION DESCRIPTION
 FH0653
 FH0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0653'3.4 MILES SOUTHEAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0653'RAILWAY FROM INDIANOLA, PITTSBURG COUNTY, AT THE CONCRETE
 FH0653'OVERHEAD CROSSING OF MC GOWAN HIGHWAY, ON THE SOUTHWEST SIDE
 FH0653'OF THE OLD ROADBED, BETWEEN THE COLUMNS, 1 FOOT EAST OF THE
 FH0653'MIDDLE COLUMN, IN THE FACE OF THE CONCRETE BASE, AND 4 FEET ABOVE
 FH0653'THE GROUND.  A STANDARD DISK, STAMPED 684.093 R 5 1933 AND SET
 FH0653'VERTICALLY.  NOTE-- IT WAS REPORTED IN DECEMBER 1944 THAT
 FH0653'ALTHOUGH THE RAILROAD HAS BEEN ABANDONED, THE BRIDGE REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0179 ***********************************************************************
 GH0179  DESIGNATION -  R 50
 GH0179  PID         -  GH0179
 GH0179  STATE/COUNTY-  OK/OSAGE
 GH0179  COUNTRY     -  US
 GH0179  USGS QUAD   -  FAIRFAX (2018)
 GH0179
 GH0179                         *CURRENT SURVEY CONTROL
 GH0179  ______________________________________________________________________
 GH0179* NAD 83(1986) POSITION- 36 37 19.     (N) 096 41 53.     (W)   SCALED
 GH0179* NAVD 88 ORTHO HEIGHT -   264.866 (meters)      868.98  (feet) ADJUSTED
 GH0179  ______________________________________________________________________
 GH0179  GEOID HEIGHT    -        -28.631 (meters)                     GEOID18
 GH0179  DYNAMIC HEIGHT  -        264.642 (meters)      868.25  (feet) COMP
 GH0179  MODELED GRAVITY -    979,780.7   (mgal)                       NAVD 88
 GH0179
 GH0179  VERT ORDER      -  SECOND    CLASS 0
 GH0179
 GH0179.The horizontal coordinates were scaled from a map and have
 GH0179.an estimated accuracy of +/- 6 seconds.
 GH0179
 GH0179.The orthometric height was determined by differential leveling and
 GH0179.adjusted by the NATIONAL GEODETIC SURVEY
 GH0179.in June 1991.
 GH0179
 GH0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0179.GEOID18 height accuracy estimate available here.
 GH0179
 GH0179.Click photographs - Photos may exist for this station.
 GH0179
 GH0179.The dynamic height is computed by dividing the NAVD 88
 GH0179.geopotential number by the normal gravity value computed on the
 GH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0179.degrees latitude (g = 980.6199 gals.).
 GH0179
 GH0179.The modeled gravity was interpolated from observed gravity values.
 GH0179
 GH0179;                    North         East    Units  Estimated Accuracy
 GH0179;SPC OK N     -   180,740.      716,450.      MT  (+/- 180 meters Scaled)
 GH0179
 GH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF058554(NAD 83)
 GH0179
 GH0179                          SUPERSEDED SURVEY CONTROL
 GH0179
 GH0179  NGVD 29 (??/??/92)  264.759  (m)          868.63   (f) ADJ UNCH    2 0
 GH0179
 GH0179.Superseded values are not recommended for survey control.
 GH0179
 GH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0179.See file dsdata.pdf to determine how the superseded data were derived.
 GH0179
 GH0179_MARKER: DB = BENCH MARK DISK
 GH0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0179_STAMPING: 868.630 R 50 1934
 GH0179_MARK LOGO: CGS
 GH0179_PROJECTION: PROJECTING 25 CENTIMETERS
 GH0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0179+STABILITY: SURFACE MOTION
 GH0179
 GH0179  HISTORY     - Date     Condition        Report By
 GH0179  HISTORY     - 1934     MONUMENTED       CGS
 GH0179  HISTORY     - 1940     GOOD             CGS
 GH0179  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0179
 GH0179                          STATION DESCRIPTION
 GH0179
 GH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0179'5.7 MI N FROM FAIRFAX.
 GH0179'ABOUT 5.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0179'RAILWAY FROM THE STATION AT FAIRFAX, OSAGE COUNTY, ABOUT 0.1
 GH0179'MILE SOUTH OF MILEPOST 32, 72 FEET NORTH OF THE GATE TO A
 GH0179'PRIVATE-ROAD CROSSING, 96 FEET WEST OF THE CENTER LINE OF THE
 GH0179'TRACK, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0179'DISK, STAMPED 868.630 R 50 1934 AND SET IN THE TOP OF A CONCRETE
 GH0179'POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 GH0179
 GH0179                          STATION RECOVERY (1940)
 GH0179
 GH0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0179'RECOVERED IN GOOD CONDITION.
 GH0179
 GH0179                          STATION RECOVERY (1976)
 GH0179
 GH0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0219 ***********************************************************************
 EL0219  DESIGNATION -  R 56
 EL0219  PID         -  EL0219
 EL0219  STATE/COUNTY-  OK/MURRAY
 EL0219  COUNTRY     -  US
 EL0219  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0219
 EL0219                         *CURRENT SURVEY CONTROL
 EL0219  ______________________________________________________________________
 EL0219* NAD 83(1986) POSITION- 34 31 14.     (N) 096 54 32.     (W)   SCALED
 EL0219* NAVD 88 ORTHO HEIGHT -   353.153 (meters)     1158.64  (feet) ADJUSTED
 EL0219  ______________________________________________________________________
 EL0219  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 EL0219  DYNAMIC HEIGHT  -        352.804 (meters)     1157.49  (feet) COMP
 EL0219  MODELED GRAVITY -    979,636.0   (mgal)                       NAVD 88
 EL0219
 EL0219  VERT ORDER      -  SECOND    CLASS 0
 EL0219
 EL0219.The horizontal coordinates were scaled from a map and have
 EL0219.an estimated accuracy of +/- 6 seconds.
 EL0219
 EL0219.The orthometric height was determined by differential leveling and
 EL0219.adjusted by the NATIONAL GEODETIC SURVEY
 EL0219.in June 1991.
 EL0219
 EL0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0219.GEOID18 height accuracy estimate available here.
 EL0219
 EL0219.Click photographs - Photos may exist for this station.
 EL0219
 EL0219.The dynamic height is computed by dividing the NAVD 88
 EL0219.geopotential number by the normal gravity value computed on the
 EL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0219.degrees latitude (g = 980.6199 gals.).
 EL0219
 EL0219.The modeled gravity was interpolated from observed gravity values.
 EL0219
 EL0219;                    North         East    Units  Estimated Accuracy
 EL0219;SPC OK S     -   132,230.      700,180.      MT  (+/- 180 meters Scaled)
 EL0219
 EL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD919218(NAD 83)
 EL0219
 EL0219                          SUPERSEDED SURVEY CONTROL
 EL0219
 EL0219  NGVD 29 (??/??/92)  353.065  (m)         1158.35   (f) ADJ UNCH    2 0
 EL0219
 EL0219.Superseded values are not recommended for survey control.
 EL0219
 EL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0219.See file dsdata.pdf to determine how the superseded data were derived.
 EL0219
 EL0219_MARKER: DB = BENCH MARK DISK
 EL0219_SETTING: 66 = SET IN ROCK OUTCROP
 EL0219_STAMPING: R 56 1934
 EL0219_MARK LOGO: CGS
 EL0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0219+STABILITY: POSITION/ELEVATION WELL
 EL0219
 EL0219  HISTORY     - Date     Condition        Report By
 EL0219  HISTORY     - 1934     MONUMENTED       CGS
 EL0219
 EL0219                          STATION DESCRIPTION
 EL0219
 EL0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0219'3.8 MI W FROM SCULLIN.
 EL0219'3.8 MILES WEST OF STL. AND SF RR. STATION AT SCULLIN 132 FEET
 EL0219'NORTHWEST OF MILE POST 574/15.  84 FEET SOUTHEAST OF SAINT LOUIS
 EL0219'AND SAN FRANCISCO RAILWAY BRIDGE 574.5.  21 FEET NORTHEAST OF
 EL0219'NEAREST RAIL OF TRACK.  12 FEET NORTH OF CENTER LINE OF DRIVEWAY
 EL0219'TO A FARM HOUSE.  SET IN OUTCROP OF SANDSTONE ROCK, 10 INCHES
 EL0219'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0243 ***********************************************************************
 EL0243  DESIGNATION -  R 57
 EL0243  PID         -  EL0243
 EL0243  STATE/COUNTY-  OK/SEMINOLE
 EL0243  COUNTRY     -  US
 EL0243  USGS QUAD   -  SASAKWA (2018)
 EL0243
 EL0243                         *CURRENT SURVEY CONTROL
 EL0243  ______________________________________________________________________
 EL0243* NAD 83(1986) POSITION- 34 54 45.     (N) 096 32 37.     (W)   SCALED
 EL0243* NAVD 88 ORTHO HEIGHT -   263.686 (meters)      865.11  (feet) ADJUSTED
 EL0243  ______________________________________________________________________
 EL0243  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 EL0243  DYNAMIC HEIGHT  -        263.431 (meters)      864.27  (feet) COMP
 EL0243  MODELED GRAVITY -    979,660.9   (mgal)                       NAVD 88
 EL0243
 EL0243  VERT ORDER      -  SECOND    CLASS 0
 EL0243
 EL0243.The horizontal coordinates were scaled from a map and have
 EL0243.an estimated accuracy of +/- 6 seconds.
 EL0243
 EL0243.The orthometric height was determined by differential leveling and
 EL0243.adjusted by the NATIONAL GEODETIC SURVEY
 EL0243.in June 1991.
 EL0243
 EL0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0243.GEOID18 height accuracy estimate available here.
 EL0243
 EL0243.Click photographs - Photos may exist for this station.
 EL0243
 EL0243.The dynamic height is computed by dividing the NAVD 88
 EL0243.geopotential number by the normal gravity value computed on the
 EL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0243.degrees latitude (g = 980.6199 gals.).
 EL0243
 EL0243.The modeled gravity was interpolated from observed gravity values.
 EL0243
 EL0243;                    North         East    Units  Estimated Accuracy
 EL0243;SPC OK S     -   176,130.      733,080.      MT  (+/- 180 meters Scaled)
 EL0243
 EL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD244660(NAD 83)
 EL0243
 EL0243                          SUPERSEDED SURVEY CONTROL
 EL0243
 EL0243  NGVD 29 (??/??/92)  263.592  (m)          864.80   (f) ADJ UNCH    2 0
 EL0243
 EL0243.Superseded values are not recommended for survey control.
 EL0243
 EL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0243.See file dsdata.pdf to determine how the superseded data were derived.
 EL0243
 EL0243_MARKER: DB = BENCH MARK DISK
 EL0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0243_STAMPING: R 57 1934
 EL0243_MARK LOGO: CGS
 EL0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0243+STABILITY: SURFACE MOTION
 EL0243
 EL0243  HISTORY     - Date     Condition        Report By
 EL0243  HISTORY     - 1934     MONUMENTED       CGS
 EL0243  HISTORY     - 1958     MARK NOT FOUND   USGS
 EL0243  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0243
 EL0243                          STATION DESCRIPTION
 EL0243
 EL0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0243'2.8 MILES SOUTHWEST OF STL AND SF RR. STATION, AT SASAKWA.
 EL0243'SET IN OUTCROP OF SANDSTONE.  225 SOUTH OF MILE POST 535.  132
 EL0243'FEET EAST OF NEAREST RAIL OF SAINT LOUIS AND SAN FRANCISCO
 EL0243'RAILROAD TRACK.  39 FEET SOUTH OF THE CENTER LINE OF SECTION
 EL0243'LINE ROAD.  27 FEET WEST OF A TWO FOOT OAK TREE.  INSIDE OF
 EL0243'COUNTY ROAD RIGHT-OF-WAY FENCE.
 EL0243
 EL0243                          STATION RECOVERY (1958)
 EL0243
 EL0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EL0243'MARK NOT FOUND.
 EL0243
 EL0243                          STATION RECOVERY (2017)
 EL0243
 EL0243'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0074 ***********************************************************************
 FJ0074  DESIGNATION -  R 58
 FJ0074  PID         -  FJ0074
 FJ0074  STATE/COUNTY-  OK/OKFUSKEE
 FJ0074  COUNTRY     -  US
 FJ0074  USGS QUAD   -  WELEETKA (2018)
 FJ0074
 FJ0074                         *CURRENT SURVEY CONTROL
 FJ0074  ______________________________________________________________________
 FJ0074* NAD 83(1986) POSITION- 35 19 00.     (N) 096 09 04.     (W)   SCALED
 FJ0074* NAVD 88 ORTHO HEIGHT -   212.229 (meters)      696.29  (feet) ADJUSTED
 FJ0074  ______________________________________________________________________
 FJ0074  GEOID HEIGHT    -        -28.800 (meters)                     GEOID18
 FJ0074  DYNAMIC HEIGHT  -        212.026 (meters)      695.62  (feet) COMP
 FJ0074  MODELED GRAVITY -    979,674.2   (mgal)                       NAVD 88
 FJ0074
 FJ0074  VERT ORDER      -  SECOND    CLASS 0
 FJ0074
 FJ0074.The horizontal coordinates were scaled from a map and have
 FJ0074.an estimated accuracy of +/- 6 seconds.
 FJ0074
 FJ0074.The orthometric height was determined by differential leveling and
 FJ0074.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0074.in June 1991.
 FJ0074
 FJ0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0074.GEOID18 height accuracy estimate available here.
 FJ0074
 FJ0074.Click photographs - Photos may exist for this station.
 FJ0074
 FJ0074.The dynamic height is computed by dividing the NAVD 88
 FJ0074.geopotential number by the normal gravity value computed on the
 FJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0074.degrees latitude (g = 980.6199 gals.).
 FJ0074
 FJ0074.The modeled gravity was interpolated from observed gravity values.
 FJ0074
 FJ0074;                    North         East    Units  Estimated Accuracy
 FJ0074;SPC OK N     -    36,740.      768,130.      MT  (+/- 180 meters Scaled)
 FJ0074
 FJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE589118(NAD 83)
 FJ0074
 FJ0074                          SUPERSEDED SURVEY CONTROL
 FJ0074
 FJ0074  NGVD 29 (??/??/92)  212.119  (m)          695.93   (f) ADJ UNCH    2 0
 FJ0074
 FJ0074.Superseded values are not recommended for survey control.
 FJ0074
 FJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0074.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0074
 FJ0074_MARKER: DB = BENCH MARK DISK
 FJ0074_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0074_STAMPING: R 58 1934
 FJ0074_MARK LOGO: CGS
 FJ0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0074+STABILITY: POSITION/ELEVATION WELL
 FJ0074
 FJ0074  HISTORY     - Date     Condition        Report By
 FJ0074  HISTORY     - 1934     MONUMENTED       CGS
 FJ0074  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0074
 FJ0074                          STATION DESCRIPTION
 FJ0074
 FJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0074'1.3 MI SW FROM WELEETKA.
 FJ0074'1.3 MILES SOUTHWEST OF STL. AND SF RR. STATION AT WELEETKA SET
 FJ0074'IN A SANDSTONE OUTCROP, ON THE WEST EDGE OF WEST DRAINAGE DITCH.
 FJ0074'264 FEET SOUTHEAST OF SAINT LOUIS AND SAN FRANCISCO RAILWAY
 FJ0074'SWITCH.  225 FEET NORTHEAST OF MILE POST 496/5.  45 FEET NORTHWEST
 FJ0074'OF THE NEAREST RAIL OF TRACK.  4 FEET SOUTH-EAST OF PROPERTY
 FJ0074'LINE FENCE.
 FJ0074
 FJ0074                          STATION RECOVERY (1964)
 FJ0074
 FJ0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0032 ***********************************************************************
 FJ0032  DESIGNATION -  R 6
 FJ0032  PID         -  FJ0032
 FJ0032  STATE/COUNTY-  OK/HUGHES
 FJ0032  COUNTRY     -  US
 FJ0032  USGS QUAD   -  DUSTIN (2018)
 FJ0032
 FJ0032                         *CURRENT SURVEY CONTROL
 FJ0032  ______________________________________________________________________
 FJ0032* NAD 83(1986) POSITION- 35 16 14.     (N) 096 01 46.     (W)   SCALED
 FJ0032* NAVD 88 ORTHO HEIGHT -   216.710 (meters)      710.99  (feet) ADJUSTED
 FJ0032  ______________________________________________________________________
 FJ0032  GEOID HEIGHT    -        -29.086 (meters)                     GEOID18
 FJ0032  DYNAMIC HEIGHT  -        216.501 (meters)      710.30  (feet) COMP
 FJ0032  MODELED GRAVITY -    979,663.7   (mgal)                       NAVD 88
 FJ0032
 FJ0032  VERT ORDER      -  FIRST     CLASS II
 FJ0032
 FJ0032.The horizontal coordinates were scaled from a map and have
 FJ0032.an estimated accuracy of +/- 6 seconds.
 FJ0032
 FJ0032.The orthometric height was determined by differential leveling and
 FJ0032.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0032.in June 1991.
 FJ0032
 FJ0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0032.GEOID18 height accuracy estimate available here.
 FJ0032
 FJ0032.Click photographs - Photos may exist for this station.
 FJ0032
 FJ0032.The dynamic height is computed by dividing the NAVD 88
 FJ0032.geopotential number by the normal gravity value computed on the
 FJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0032.degrees latitude (g = 980.6199 gals.).
 FJ0032
 FJ0032.The modeled gravity was interpolated from observed gravity values.
 FJ0032
 FJ0032;                    North         East    Units  Estimated Accuracy
 FJ0032;SPC OK S     -   216,640.      779,280.      MT  (+/- 180 meters Scaled)
 FJ0032
 FJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE702070(NAD 83)
 FJ0032
 FJ0032                          SUPERSEDED SURVEY CONTROL
 FJ0032
 FJ0032  NGVD 29 (??/??/92)  216.597  (m)          710.62   (f) ADJ UNCH    1 2
 FJ0032
 FJ0032.Superseded values are not recommended for survey control.
 FJ0032
 FJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0032.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0032
 FJ0032_MARKER: DB = BENCH MARK DISK
 FJ0032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0032_SP_SET: SIDEWALK CURB
 FJ0032_STAMPING: R 6 1933
 FJ0032_MARK LOGO: CGS
 FJ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0032
 FJ0032  HISTORY     - Date     Condition        Report By
 FJ0032  HISTORY     - 1933     MONUMENTED       CGS
 FJ0032  HISTORY     - 1934     GOOD             CGS
 FJ0032
 FJ0032                          STATION DESCRIPTION
 FJ0032
 FJ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0032'IN DUSTIN.
 FJ0032'90 FEET S. OF THE W. END OF THE FT. S. AND W.R.R. DEPOT AT
 FJ0032'DUSTIN, MILE POLE NO 108 PLUS 20 1/2 POLES, 15 FEET W. OF A
 FJ0032'FIRE HYDRANT, IN THE N.E. CORNER OF A VACANT LOT INSIDE THE
 FJ0032'SIDEWALK CURB.
 FJ0032
 FJ0032                          STATION RECOVERY (1934)
 FJ0032
 FJ0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0454 ***********************************************************************
 DN0454  DESIGNATION -  R 61
 DN0454  PID         -  DN0454
 DN0454  STATE/COUNTY-  OK/BRYAN
 DN0454  COUNTRY     -  US
 DN0454  USGS QUAD   -  PLATTER (2018)
 DN0454
 DN0454                         *CURRENT SURVEY CONTROL
 DN0454  ______________________________________________________________________
 DN0454* NAD 83(1986) POSITION- 33 54 13.     (N) 096 31 58.     (W)   SCALED
 DN0454* NAVD 88 ORTHO HEIGHT -   203.572 (meters)      667.89  (feet) ADJUSTED
 DN0454  ______________________________________________________________________
 DN0454  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DN0454  DYNAMIC HEIGHT  -        203.357 (meters)      667.18  (feet) COMP
 DN0454  MODELED GRAVITY -    979,574.5   (mgal)                       NAVD 88
 DN0454
 DN0454  VERT ORDER      -  FIRST     CLASS II
 DN0454
 DN0454.The horizontal coordinates were scaled from a map and have
 DN0454.an estimated accuracy of +/- 6 seconds.
 DN0454
 DN0454.The orthometric height was determined by differential leveling and
 DN0454.adjusted by the NATIONAL GEODETIC SURVEY
 DN0454.in June 1991.
 DN0454
 DN0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0454.GEOID18 height accuracy estimate available here.
 DN0454
 DN0454.Click photographs - Photos may exist for this station.
 DN0454
 DN0454.The dynamic height is computed by dividing the NAVD 88
 DN0454.geopotential number by the normal gravity value computed on the
 DN0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0454.degrees latitude (g = 980.6199 gals.).
 DN0454
 DN0454.The modeled gravity was interpolated from observed gravity values.
 DN0454
 DN0454;                    North         East    Units  Estimated Accuracy
 DN0454;SPC OK S     -    64,240.      735,700.      MT  (+/- 180 meters Scaled)
 DN0454
 DN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC281542(NAD 83)
 DN0454
 DN0454                          SUPERSEDED SURVEY CONTROL
 DN0454
 DN0454  NGVD 29 (??/??/92)  203.546  (m)          667.80   (f) ADJ UNCH    1 2
 DN0454
 DN0454.Superseded values are not recommended for survey control.
 DN0454
 DN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0454.See file dsdata.pdf to determine how the superseded data were derived.
 DN0454
 DN0454_MARKER: DB = BENCH MARK DISK
 DN0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0454_STAMPING: R 61 1934
 DN0454_MARK LOGO: CGS
 DN0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0454+STABILITY: SURFACE MOTION
 DN0454
 DN0454  HISTORY     - Date     Condition        Report By
 DN0454  HISTORY     - 1934     MONUMENTED       CGS
 DN0454  HISTORY     - 1957     GOOD             USGS
 DN0454  HISTORY     - 20210303 MARK NOT FOUND   OKDOT
 DN0454
 DN0454                          STATION DESCRIPTION
 DN0454
 DN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0454'IN PLATTER.
 DN0454'AT MILE POST 623/30 AND ST. LOUIS AND SAN FRANCISCO RR CROSSING.  40
 DN0454'FEET EAST OF THE TRACK.  30 FEET EAST OF THE CENTERLINE OF THE ROAD.
 DN0454
 DN0454                          STATION RECOVERY (1957)
 DN0454
 DN0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DN0454'RECOVERED IN GOOD CONDITION.
 DN0454
 DN0454                          STATION RECOVERY (2021)
 DN0454
 DN0454'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 DN0454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0471 ***********************************************************************
 FH0471  DESIGNATION -  R 61
 FH0471  PID         -  FH0471
 FH0471  STATE/COUNTY-  OK/WAGONER
 FH0471  COUNTRY     -  US
 FH0471  USGS QUAD   -  WAGONER EAST (2018)
 FH0471
 FH0471                         *CURRENT SURVEY CONTROL
 FH0471  ______________________________________________________________________
 FH0471* NAD 83(1986) POSITION- 35 57 40.     (N) 095 22 25.     (W)   SCALED
 FH0471* NAVD 88 ORTHO HEIGHT -   183.705 (meters)      602.71  (feet) ADJUSTED
 FH0471  ______________________________________________________________________
 FH0471  GEOID HEIGHT    -        -29.287 (meters)                     GEOID18
 FH0471  DYNAMIC HEIGHT  -        183.542 (meters)      602.17  (feet) COMP
 FH0471  MODELED GRAVITY -    979,742.3   (mgal)                       NAVD 88
 FH0471
 FH0471  VERT ORDER      -  SECOND    CLASS 0
 FH0471
 FH0471.The horizontal coordinates were scaled from a map and have
 FH0471.an estimated accuracy of +/- 6 seconds.
 FH0471
 FH0471.The orthometric height was determined by differential leveling and
 FH0471.adjusted by the NATIONAL GEODETIC SURVEY
 FH0471.in June 1991.
 FH0471
 FH0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0471.GEOID18 height accuracy estimate available here.
 FH0471
 FH0471.Click photographs - Photos may exist for this station.
 FH0471
 FH0471.The dynamic height is computed by dividing the NAVD 88
 FH0471.geopotential number by the normal gravity value computed on the
 FH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0471.degrees latitude (g = 980.6199 gals.).
 FH0471
 FH0471.The modeled gravity was interpolated from observed gravity values.
 FH0471
 FH0471;                    North         East    Units  Estimated Accuracy
 FH0471;SPC OK N     -   109,840.      836,880.      MT  (+/- 180 meters Scaled)
 FH0471
 FH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV859822(NAD 83)
 FH0471
 FH0471                          SUPERSEDED SURVEY CONTROL
 FH0471
 FH0471  NGVD 29 (??/??/92)  183.591  (m)          602.33   (f) ADJ UNCH    2 0
 FH0471
 FH0471.Superseded values are not recommended for survey control.
 FH0471
 FH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0471.See file dsdata.pdf to determine how the superseded data were derived.
 FH0471
 FH0471_MARKER: DB = BENCH MARK DISK
 FH0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0471_SP_SET: BRIDGE
 FH0471_STAMPING: R 61 1934
 FH0471_MARK LOGO: CGS
 FH0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0471+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2003
 FH0471
 FH0471  HISTORY     - Date     Condition        Report By
 FH0471  HISTORY     - 1934     MONUMENTED       CGS
 FH0471  HISTORY     - 1960     GOOD             CGS
 FH0471  HISTORY     - 20030104 GOOD             INDIV
 FH0471
 FH0471                          STATION DESCRIPTION
 FH0471
 FH0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0471'AT WAGONER.
 FH0471'AT WAGONER, SET VERTICAL, IN THE WEST FACE OF NORTHWEST CORNER
 FH0471'OF WAGONER HIGH SCHOOL, BRICK BUILDING.  24 FEET NORTH OF
 FH0471'WEST ENTRANCE TO AUDITORIUM.  4 FEET ABOVE THE GROUND.
 FH0471
 FH0471                          STATION RECOVERY (1960)
 FH0471
 FH0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0471'RECOVERED IN GOOD CONDITION.
 FH0471
 FH0471                          STATION RECOVERY (2003)
 FH0471
 FH0471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MFL)
 FH0471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0559 ***********************************************************************
 EK0559  DESIGNATION -  R 63
 EK0559  PID         -  EK0559
 EK0559  STATE/COUNTY-  OK/PUSHMATAHA
 EK0559  COUNTRY     -  US
 EK0559  USGS QUAD   -  MOYERS (2019)
 EK0559
 EK0559                         *CURRENT SURVEY CONTROL
 EK0559  ______________________________________________________________________
 EK0559* NAD 83(1986) POSITION- 34 15 48.     (N) 095 38 04.     (W)   SCALED
 EK0559* NAVD 88 ORTHO HEIGHT -   148.622 (meters)      487.60  (feet) ADJUSTED
 EK0559  ______________________________________________________________________
 EK0559  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 EK0559  DYNAMIC HEIGHT  -        148.461 (meters)      487.08  (feet) COMP
 EK0559  MODELED GRAVITY -    979,547.7   (mgal)                       NAVD 88
 EK0559
 EK0559  VERT ORDER      -  SECOND    CLASS 0
 EK0559
 EK0559.The horizontal coordinates were scaled from a map and have
 EK0559.an estimated accuracy of +/- 6 seconds.
 EK0559
 EK0559.The orthometric height was determined by differential leveling and
 EK0559.adjusted by the NATIONAL GEODETIC SURVEY
 EK0559.in June 1991.
 EK0559
 EK0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0559.GEOID18 height accuracy estimate available here.
 EK0559
 EK0559.Click photographs - Photos may exist for this station.
 EK0559
 EK0559.The dynamic height is computed by dividing the NAVD 88
 EK0559.geopotential number by the normal gravity value computed on the
 EK0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0559.degrees latitude (g = 980.6199 gals.).
 EK0559
 EK0559.The modeled gravity was interpolated from observed gravity values.
 EK0559
 EK0559;                    North         East    Units  Estimated Accuracy
 EK0559;SPC OK S     -   105,710.      817,830.      MT  (+/- 180 meters Scaled)
 EK0559
 EK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT574944(NAD 83)
 EK0559
 EK0559                          SUPERSEDED SURVEY CONTROL
 EK0559
 EK0559  NGVD 29 (??/??/92)  148.538  (m)          487.33   (f) ADJ UNCH    2 0
 EK0559
 EK0559.Superseded values are not recommended for survey control.
 EK0559
 EK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0559.See file dsdata.pdf to determine how the superseded data were derived.
 EK0559
 EK0559_MARKER: DB = BENCH MARK DISK
 EK0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0559_STAMPING: R 63 1934
 EK0559_MARK LOGO: CGS
 EK0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0559+STABILITY: SURFACE MOTION
 EK0559
 EK0559  HISTORY     - Date     Condition        Report By
 EK0559  HISTORY     - 1934     MONUMENTED       CGS
 EK0559  HISTORY     - 1956     MARK NOT FOUND   USGS
 EK0559
 EK0559                          STATION DESCRIPTION
 EK0559
 EK0559'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EK0559'2.4 MI N FROM ANTLERS.
 EK0559'2.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0559'THE STATION AT ANTLERS, PUSHMATAHA COUNTY, ABOUT 12 FEET
 EK0559'SOUTHWEST OF THE FIRST POLE NORTH OF THE FIFTEENTH POLE SOUTH
 EK0559'OF MILEPOST 539, 35 FEET WEST OF THE TRACK, AND 6 FEET EAST OF A
 EK0559'PROPERTY SIGN.  A STANDARD DISK, STAMPED R 63 1934 AND SET IN THE
 EK0559'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0363 ***********************************************************************
 GG0363  DESIGNATION -  R 63
 GG0363  PID         -  GG0363
 GG0363  STATE/COUNTY-  OK/MAYES
 GG0363  COUNTRY     -  US
 GG0363  USGS QUAD   -  SALINA SE (2019)
 GG0363
 GG0363                         *CURRENT SURVEY CONTROL
 GG0363  ______________________________________________________________________
 GG0363* NAD 83(1986) POSITION- 36 19 06.     (N) 095 07 20.     (W)   SCALED
 GG0363* NAVD 88 ORTHO HEIGHT -   245.872 (meters)      806.67  (feet) ADJUSTED
 GG0363  ______________________________________________________________________
 GG0363  GEOID HEIGHT    -        -29.033 (meters)                     GEOID18
 GG0363  DYNAMIC HEIGHT  -        245.662 (meters)      805.98  (feet) COMP
 GG0363  MODELED GRAVITY -    979,770.8   (mgal)                       NAVD 88
 GG0363
 GG0363  VERT ORDER      -  SECOND    CLASS 0
 GG0363
 GG0363.The horizontal coordinates were scaled from a map and have
 GG0363.an estimated accuracy of +/- 6 seconds.
 GG0363
 GG0363.The orthometric height was determined by differential leveling and
 GG0363.adjusted by the NATIONAL GEODETIC SURVEY
 GG0363.in June 1991.
 GG0363
 GG0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0363.GEOID18 height accuracy estimate available here.
 GG0363
 GG0363.Click photographs - Photos may exist for this station.
 GG0363
 GG0363.The dynamic height is computed by dividing the NAVD 88
 GG0363.geopotential number by the normal gravity value computed on the
 GG0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0363.degrees latitude (g = 980.6199 gals.).
 GG0363
 GG0363.The modeled gravity was interpolated from observed gravity values.
 GG0363
 GG0363;                    North         East    Units  Estimated Accuracy
 GG0363;SPC OK N     -   150,100.      858,370.      MT  (+/- 180 meters Scaled)
 GG0363
 GG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA094213(NAD 83)
 GG0363
 GG0363                          SUPERSEDED SURVEY CONTROL
 GG0363
 GG0363  NGVD 29 (??/??/92)  245.752  (m)          806.27   (f) ADJ UNCH    2 0
 GG0363
 GG0363.Superseded values are not recommended for survey control.
 GG0363
 GG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0363.See file dsdata.pdf to determine how the superseded data were derived.
 GG0363
 GG0363_MARKER: DB = BENCH MARK DISK
 GG0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0363_STAMPING: R 63 1934
 GG0363_MARK LOGO: CGS
 GG0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0363+STABILITY: SURFACE MOTION
 GG0363
 GG0363  HISTORY     - Date     Condition        Report By
 GG0363  HISTORY     - 1934     MONUMENTED       CGS
 GG0363  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0363
 GG0363                          STATION DESCRIPTION
 GG0363
 GG0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0363'2.8 MI NE FROM SALINA.
 GG0363'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE HIGH SCHOOL
 GG0363'AT SALINA, MAYES COUNTY, 0.1 MILE EAST OF A LITTLE STONE HOUSE,
 GG0363'AT THE NORTHEAST EDGE OF A GROVE OF HICKORY NUT TREES, AND 39 FEET
 GG0363'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GG0363'R 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0514 ***********************************************************************
 EK0514  DESIGNATION -  R 64
 EK0514  PID         -  EK0514
 EK0514  STATE/COUNTY-  OK/MCCURTAIN
 EK0514  COUNTRY     -  US
 EK0514  USGS QUAD   -  WRIGHT CITY (2018)
 EK0514
 EK0514                         *CURRENT SURVEY CONTROL
 EK0514  ______________________________________________________________________
 EK0514* NAD 83(1986) POSITION- 34 00 03.27   (N) 095 05 39.19   (W)   HD_HELD1
 EK0514* NAVD 88 ORTHO HEIGHT -   156.015 (meters)      511.86  (feet) ADJUSTED
 EK0514  ______________________________________________________________________
 EK0514  GEOID HEIGHT    -        -28.616 (meters)                     GEOID18
 EK0514  DYNAMIC HEIGHT  -        155.854 (meters)      511.33  (feet) COMP
 EK0514  MODELED GRAVITY -    979,597.7   (mgal)                       NAVD 88
 EK0514
 EK0514  VERT ORDER      -  FIRST     CLASS II
 EK0514
 EK0514.The horizontal coordinates were determined by differentially corrected
 EK0514.hand held GPS observations or other comparable positioning techniques
 EK0514.and have an estimated accuracy of +/- 3 meters.
 EK0514
 EK0514.The orthometric height was determined by differential leveling and
 EK0514.adjusted by the NATIONAL GEODETIC SURVEY
 EK0514.in June 1991.
 EK0514
 EK0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0514.GEOID18 height accuracy estimate available here.
 EK0514
 EK0514.Click photographs - Photos may exist for this station.
 EK0514
 EK0514.The dynamic height is computed by dividing the NAVD 88
 EK0514.geopotential number by the normal gravity value computed on the
 EK0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0514.degrees latitude (g = 980.6199 gals.).
 EK0514
 EK0514.The modeled gravity was interpolated from observed gravity values.
 EK0514
 EK0514;                    North         East    Units  Estimated Accuracy
 EK0514;SPC OK S     -    77,913.7     868,406.6     MT  (+/- 3 meters HH1 GPS) 
 EK0514
 EK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0658964233(NAD 83)
 EK0514
 EK0514                          SUPERSEDED SURVEY CONTROL
 EK0514
 EK0514  NGVD 29 (??/??/92)  155.977  (m)          511.73   (f) ADJ UNCH    1 2
 EK0514
 EK0514.Superseded values are not recommended for survey control.
 EK0514
 EK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0514.See file dsdata.pdf to determine how the superseded data were derived.
 EK0514
 EK0514_MARKER: DB = BENCH MARK DISK
 EK0514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0514_SP_SET: HEADWALL
 EK0514_STAMPING: R 64 1934
 EK0514_MARK LOGO: CGS
 EK0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0514+STABILITY: SURFACE MOTION
 EK0514
 EK0514  HISTORY     - Date     Condition        Report By
 EK0514  HISTORY     - 1934     MONUMENTED       CGS
 EK0514  HISTORY     - 1986     GOOD             NGS
 EK0514
 EK0514                          STATION DESCRIPTION
 EK0514
 EK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0514'AT VALIANT.
 EK0514'AT VALIANT ST. L. AND S.F. RR DEPOT.  NORTH OF ST. LOUIS AND
 EK0514'SAN FRANCISCO RR CROSSING.  60 FEET NORTH OF THE TRACKS, 40
 EK0514'FEET EAST OF THE CENTERLINE OF U.S. 70 HIGHWAY.  IN CULVERT
 EK0514'HEAD, NORTHWEST OF VALIANT STATION.
 EK0514
 EK0514                          STATION RECOVERY (1986)
 EK0514
 EK0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0514'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN VALLIANT,
 EK0514'AT THE JUNCTION OF DALTON AVENUE AND THE BURLINGTON NORTHERN RAILROAD,
 EK0514'IN THE WEST END OF THE NORTH HEADWALL OF A 6 BY 8 FT CONCRETE CULVERT
 EK0514'UNDER THE RAILROAD, 17.0 M (55.8 FT) NORTHWEST OF THE NORTHWEST CORNER
 EK0514'OF THE RAILROAD STATION, 10.7 M (35.1 FT) EAST OF THE CENTER OF THE
 EK0514'AVENUE, 3.8 M (12.5 FT) NORTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT)
 EK0514'EAST OF THE WEST END OF THE HEADWALL.
 EK0514'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0311 ***********************************************************************
 GG0311  DESIGNATION -  R 64
 GG0311  PID         -  GG0311
 GG0311  STATE/COUNTY-  OK/CRAIG
 GG0311  COUNTRY     -  US
 GG0311  USGS QUAD   -  WELCH SOUTH (2019)
 GG0311
 GG0311                         *CURRENT SURVEY CONTROL
 GG0311  ______________________________________________________________________
 GG0311* NAD 83(1986) POSITION- 36 48 08.     (N) 095 04 30.     (W)   SCALED
 GG0311* NAVD 88 ORTHO HEIGHT -   237.426 (meters)      778.96  (feet) ADJUSTED
 GG0311  ______________________________________________________________________
 GG0311  GEOID HEIGHT    -        -29.411 (meters)                     GEOID18
 GG0311  DYNAMIC HEIGHT  -        237.232 (meters)      778.32  (feet) COMP
 GG0311  MODELED GRAVITY -    979,805.7   (mgal)                       NAVD 88
 GG0311
 GG0311  VERT ORDER      -  SECOND    CLASS 0
 GG0311
 GG0311.The horizontal coordinates were scaled from a map and have
 GG0311.an estimated accuracy of +/- 6 seconds.
 GG0311
 GG0311.The orthometric height was determined by differential leveling and
 GG0311.adjusted by the NATIONAL GEODETIC SURVEY
 GG0311.in June 1991.
 GG0311
 GG0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0311.GEOID18 height accuracy estimate available here.
 GG0311
 GG0311.Click photographs - Photos may exist for this station.
 GG0311
 GG0311.The dynamic height is computed by dividing the NAVD 88
 GG0311.geopotential number by the normal gravity value computed on the
 GG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0311.degrees latitude (g = 980.6199 gals.).
 GG0311
 GG0311.The modeled gravity was interpolated from observed gravity values.
 GG0311
 GG0311;                    North         East    Units  Estimated Accuracy
 GG0311;SPC OK N     -   203,900.      860,990.      MT  (+/- 180 meters Scaled)
 GG0311
 GG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA148749(NAD 83)
 GG0311
 GG0311                          SUPERSEDED SURVEY CONTROL
 GG0311
 GG0311  NGVD 29 (??/??/92)  237.312  (m)          778.58   (f) ADJ UNCH    2 0
 GG0311
 GG0311.Superseded values are not recommended for survey control.
 GG0311
 GG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0311.See file dsdata.pdf to determine how the superseded data were derived.
 GG0311
 GG0311_MARKER: DB = BENCH MARK DISK
 GG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0311_STAMPING: R 64 1934
 GG0311_MARK LOGO: CGS
 GG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0311+STABILITY: SURFACE MOTION
 GG0311
 GG0311  HISTORY     - Date     Condition        Report By
 GG0311  HISTORY     - 1934     MONUMENTED       CGS
 GG0311  HISTORY     - 1971     MARK NOT FOUND   USGS
 GG0311  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0311
 GG0311                          STATION DESCRIPTION
 GG0311
 GG0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0311'AT BLUE JACKET.
 GG0311'350 FEET NORTH OF MISSOURI-KANSAS AND TEXAS DEPOT AT BLUE JACKET.
 GG0311'34 FEET WEST OF NEAREST RAIL OF MAIN TRACK.  100 FEET SOUTH OF
 GG0311'SECTION FOREMANS HOUSE.
 GG0311
 GG0311                          STATION RECOVERY (1971)
 GG0311
 GG0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GG0311'MARK NOT FOUND.
 GG0311
 GG0311                          STATION RECOVERY (2016)
 GG0311
 GG0311'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0311'THERE IS NO SIGN OF THE FOREMANS HOUSE OR OLD RR STATION HEAVILY
 GG0311'WOODED AREA WITH
 GG0311'SOME OLD CONSTRUCTION IN THE AREA. MONUMENT NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0570 ***********************************************************************
 EK0570  DESIGNATION -  R 65
 EK0570  PID         -  EK0570
 EK0570  STATE/COUNTY-  OK/PUSHMATAHA
 EK0570  COUNTRY     -  US
 EK0570  USGS QUAD   -  DUNBAR (2019)
 EK0570
 EK0570                         *CURRENT SURVEY CONTROL
 EK0570  ______________________________________________________________________
 EK0570* NAD 83(1986) POSITION- 34 23 43.     (N) 095 35 55.     (W)   SCALED
 EK0570* NAVD 88 ORTHO HEIGHT -   149.134 (meters)      489.28  (feet) ADJUSTED
 EK0570  ______________________________________________________________________
 EK0570  GEOID HEIGHT    -        -30.589 (meters)                     GEOID18
 EK0570  DYNAMIC HEIGHT  -        148.973 (meters)      488.76  (feet) COMP
 EK0570  MODELED GRAVITY -    979,549.9   (mgal)                       NAVD 88
 EK0570
 EK0570  VERT ORDER      -  SECOND    CLASS 0
 EK0570
 EK0570.The horizontal coordinates were scaled from a map and have
 EK0570.an estimated accuracy of +/- 6 seconds.
 EK0570
 EK0570.The orthometric height was determined by differential leveling and
 EK0570.adjusted by the NATIONAL GEODETIC SURVEY
 EK0570.in June 1991.
 EK0570
 EK0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0570.GEOID18 height accuracy estimate available here.
 EK0570
 EK0570.Click photographs - Photos may exist for this station.
 EK0570
 EK0570.The dynamic height is computed by dividing the NAVD 88
 EK0570.geopotential number by the normal gravity value computed on the
 EK0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0570.degrees latitude (g = 980.6199 gals.).
 EK0570
 EK0570.The modeled gravity was interpolated from observed gravity values.
 EK0570
 EK0570;                    North         East    Units  Estimated Accuracy
 EK0570;SPC OK S     -   120,420.      820,790.      MT  (+/- 180 meters Scaled)
 EK0570
 EK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU611090(NAD 83)
 EK0570
 EK0570                          SUPERSEDED SURVEY CONTROL
 EK0570
 EK0570  NGVD 29 (??/??/92)  149.050  (m)          489.01   (f) ADJ UNCH    2 0
 EK0570
 EK0570.Superseded values are not recommended for survey control.
 EK0570
 EK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0570.See file dsdata.pdf to determine how the superseded data were derived.
 EK0570
 EK0570_MARKER: DB = BENCH MARK DISK
 EK0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0570_STAMPING: R 65 1934
 EK0570_MARK LOGO: CGS
 EK0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0570+STABILITY: SURFACE MOTION
 EK0570
 EK0570  HISTORY     - Date     Condition        Report By
 EK0570  HISTORY     - 1934     MONUMENTED       CGS
 EK0570  HISTORY     - 1960     GOOD             CGS
 EK0570
 EK0570                          STATION DESCRIPTION
 EK0570
 EK0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0570'2.2 MI S FROM EUBANKS.
 EK0570'2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0570'THE POST OFFICE AT EUBANKS, PUSHMATAHA COUNTY, ACROSS THE TRACK
 EK0570'FROM THE SECOND POLE NORTH OF THE FIFTEENTH POLE SOUTH OF
 EK0570'MILEPOST 527, AT THE NORTH SWITCH OF A SIDETRACK, 30 FEET EAST
 EK0570'OF THE TRACK, AND 30 FEET WEST OF A LARGE OAK TREE.  A STANDARD
 EK0570'DISK, STAMPED R 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0644 ***********************************************************************
 FK0644  CBN         -  This is a Cooperative Base Network Control Station.
 FK0644  DESIGNATION -  R 65 11
 FK0644  PID         -  FK0644
 FK0644  STATE/COUNTY-  OK/ROGER MILLS
 FK0644  COUNTRY     -  US
 FK0644  USGS QUAD   -  HAMMON (2018)
 FK0644
 FK0644                         *CURRENT SURVEY CONTROL
 FK0644  ______________________________________________________________________
 FK0644* NAD 83(2011) POSITION- 35 40 18.57654(N) 099 27 52.95599(W)   ADJUSTED
 FK0644* NAD 83(2011) ELLIP HT-   558.067 (meters)        (06/27/12)   ADJUSTED
 FK0644* NAD 83(2011) EPOCH   -  2010.00
 FK0644* NAVD 88 ORTHO HEIGHT -   586.0   (meters)     1923.    (feet) GPS OBS
 FK0644  ______________________________________________________________________
 FK0644  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FK0644  GEOID HEIGHT    -        -27.895 (meters)                     GEOID96
 FK0644  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 FK0644  NAD 83(2011) X  -   -853,077.481 (meters)                     COMP
 FK0644  NAD 83(2011) Y  - -5,117,149.795 (meters)                     COMP
 FK0644  NAD 83(2011) Z  -  3,698,997.424 (meters)                     COMP
 FK0644  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 FK0644
 FK0644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FK0644  Standards:
 FK0644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FK0644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FK0644  -------------------------------------------------------------------
 FK0644  NETWORK    2.46   4.84           1.07   0.93   2.47      0.03666160
 FK0644  -------------------------------------------------------------------
 FK0644  Click here for local accuracies and other accuracy information.
 FK0644
 FK0644.The horizontal coordinates were established by GPS observations
 FK0644.and adjusted by the National Geodetic Survey in June 2012.
 FK0644
 FK0644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FK0644.been affixed to the stable North American tectonic plate. See 
 FK0644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FK0644
 FK0644.The horizontal coordinates are valid at the epoch date displayed above
 FK0644.which is a decimal equivalence of Year/Month/Day.
 FK0644
 FK0644.The orthometric height was determined by GPS observations and a
 FK0644.high-resolution geoid model.
 FK0644
 FK0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0644.GEOID18 height accuracy estimate available here.
 FK0644
 FK0644.Click photographs - Photos may exist for this station.
 FK0644
 FK0644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0644
 FK0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0644
 FK0644.The ellipsoidal height was determined by GPS observations
 FK0644.and is referenced to NAD 83.
 FK0644
 FK0644. The following values were computed from the NAD 83(2011) position.
 FK0644
 FK0644;                    North         East     Units Scale Factor Converg.
 FK0644;SPC OK N     -    75,541.402   467,398.702   MT  0.99998258   -0 51 51.8
 FK0644;SPC OK N     -   247,838.75  1,533,457.24   sFT  0.99998258   -0 51 51.8
 FK0644;UTM  14      - 3,947,649.705   457,943.806   MT  0.99962179   -0 16 15.6
 FK0644
 FK0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0644!SPC OK N     -   0.99991242  x   0.99998258  =   0.99989500
 FK0644!UTM  14      -   0.99991242  x   0.99962179  =   0.99953424
 FK0644
 FK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME5794347649(NAD 83)
 FK0644
 FK0644                          SUPERSEDED SURVEY CONTROL
 FK0644
 FK0644  NAD 83(2007)-  35 40 18.57657(N)    099 27 52.95677(W) AD(2002.00) 0
 FK0644  ELLIP H (02/10/07)  558.087  (m)                       GP(2002.00)    
 FK0644  ELLIP H (04/16/01)  558.087  (m)                       GP(       ) 4 2
 FK0644  NAD 83(1993)-  35 40 18.57643(N)    099 27 52.95626(W) AD(       ) B
 FK0644  ELLIP H (05/09/94)  558.114  (m)                       GP(       ) 4 2
 FK0644  NAVD 88 (01/13/95)  586.0    (m)  UNKNOWN  model used  GPS OBS        
 FK0644  NAVD 88 (05/09/94)  586.0    (m)  GEOID93  model used  GPS OBS        
 FK0644
 FK0644.Superseded values are not recommended for survey control.
 FK0644
 FK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0644.See file dsdata.pdf to determine how the superseded data were derived.
 FK0644
 FK0644_MARKER: DD = SURVEY DISK
 FK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0644_STAMPING: NO R 65 11 1993
 FK0644_MARK LOGO: OKDOT
 FK0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0644+STABILITY: SURFACE MOTION
 FK0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0644+SATELLITE: SATELLITE OBSERVATIONS - 1993
 FK0644
 FK0644  HISTORY     - Date     Condition        Report By
 FK0644  HISTORY     - 1993     MONUMENTED       OKDOT
 FK0644  HISTORY     - 20000118 GOOD             NGS
 FK0644
 FK0644                          STATION DESCRIPTION
 FK0644
 FK0644'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1993
 FK0644'STATION IS LOCATED ABOUT 19 KM (11.80 MI) EAST-NORTHEAST OF CHEYENNE,
 FK0644'9 KM (5.60 MI) NORTHWEST OF HAMMON, ALONG STATE HIGHWAY 33, ON THE
 FK0644'RIGHT-OF-WAY, AT HIGH GROUND, JUST EAST OF A CROSSROAD, ADJACENT TO A
 FK0644'PASTURE, IN THE SOUTHWEST 1/4 OF SECTION 20, T 14 N, R 21 W.
 FK0644'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FK0644'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 34 ON THE NORTH
 FK0644'SIDE OF HAMMON, GO WEST ON HIGHWAY 33 FOR 5.20 KM (3.25 MI) TO A
 FK0644'SMALL BRIDGE OVER THE WASHITA RIVER.  CONTINUE AHEAD FOR 4.10 KM
 FK0644'(2.55 MI) TO HIGH GROUND AND STATION ON THE RIGHT.
 FK0644'STATION MARK IS SET IN THE TOP OF A 15-CM CONCRETE POST IN A SLEEVE
 FK0644'INSIDE OF A 30-CM ROUND CONCRETE POST 5 CM BELOW GROUND.  IT IS 75.6
 FK0644'M (248.0 FT) SOUTHEAST OF A FENCE CORNER AT THE CROSSROAD, 20.4 M
 FK0644'(66.9 FT) NORTHEAST OF, AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 FK0644'CENTER, 0.4 M (1.3 FT) SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 0.7
 FK0644'M (2.3 FT) SOUTHEAST OF A METAL WITNESS POST, 1.1 M (3.6 FT)
 FK0644'NORTHWEST OF A METAL WITNESS POST, AND 58.0 M (190.3 FT) NORTHWEST OF
 FK0644'A T-FENCE CORNER/GATEPOST AT A FIELD ENTRANCE.
 FK0644
 FK0644                          STATION RECOVERY (2000)
 FK0644
 FK0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WEH)
 FK0644'GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0432 ***********************************************************************
 EK0432  DESIGNATION -  R 66
 EK0432  PID         -  EK0432
 EK0432  STATE/COUNTY-  OK/LE FLORE
 EK0432  COUNTRY     -  US
 EK0432  USGS QUAD   -  TALIHINA (2018)
 EK0432
 EK0432                         *CURRENT SURVEY CONTROL
 EK0432  ______________________________________________________________________
 EK0432* NAD 83(1986) POSITION- 34 45 32.27   (N) 095 02 26.86   (W)   HD_HELD1
 EK0432* NAVD 88 ORTHO HEIGHT -   215.298 (meters)      706.36  (feet) ADJUSTED
 EK0432  ______________________________________________________________________
 EK0432  GEOID HEIGHT    -        -31.734 (meters)                     GEOID18
 EK0432  DYNAMIC HEIGHT  -        215.069 (meters)      705.61  (feet) COMP
 EK0432  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 EK0432
 EK0432  VERT ORDER      -  SECOND    CLASS 0
 EK0432
 EK0432.The horizontal coordinates were determined by differentially corrected
 EK0432.hand held GPS observations or other comparable positioning techniques
 EK0432.and have an estimated accuracy of +/- 3 meters.
 EK0432
 EK0432.The orthometric height was determined by differential leveling and
 EK0432.adjusted by the NATIONAL GEODETIC SURVEY
 EK0432.in June 1991.
 EK0432
 EK0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0432.GEOID18 height accuracy estimate available here.
 EK0432
 EK0432.Click photographs - Photos may exist for this station.
 EK0432
 EK0432.The dynamic height is computed by dividing the NAVD 88
 EK0432.geopotential number by the normal gravity value computed on the
 EK0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0432.degrees latitude (g = 980.6199 gals.).
 EK0432
 EK0432.The modeled gravity was interpolated from observed gravity values.
 EK0432
 EK0432;                    North         East    Units  Estimated Accuracy
 EK0432;SPC OK S     -   162,107.2     870,875.3     MT  (+/- 3 meters HH1 GPS) 
 EK0432
 EK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1321548210(NAD 83)
 EK0432
 EK0432                          SUPERSEDED SURVEY CONTROL
 EK0432
 EK0432  NGVD 29 (??/??/92)  215.186  (m)          705.99   (f) ADJ UNCH    2 0
 EK0432
 EK0432.Superseded values are not recommended for survey control.
 EK0432
 EK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0432.See file dsdata.pdf to determine how the superseded data were derived.
 EK0432
 EK0432_MARKER: DB = BENCH MARK DISK
 EK0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0432_STAMPING: R 66 1934
 EK0432_MARK LOGO: CGS
 EK0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0432+STABILITY: SURFACE MOTION
 EK0432
 EK0432  HISTORY     - Date     Condition        Report By
 EK0432  HISTORY     - 1934     MONUMENTED       CGS
 EK0432  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0432
 EK0432                          STATION DESCRIPTION
 EK0432
 EK0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0432'AT TALIHINA.
 EK0432'AT THE NORTH EDGE OF TALIHINA, LE FLORE COUNTY, ON THE ST.
 EK0432'LOUIS-SAN FRANCISCO RAILWAY, ABOUT 2 RAILS NORTH OF THE FIFTH
 EK0432'POLE SOUTH OF MILEPOST 483, NORTH OF A SECTION HOUSE, AT A ROAD
 EK0432'CROSSING, 50 FEET SOUTH OF THE ROAD, AND 30 FEET WEST OF THE
 EK0432'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED R 66 1934 AND
 EK0432'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS3023 ***********************************************************************
 DS3023  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3023  DESIGNATION -  R 66 4
 DS3023  PID         -  DS3023
 DS3023  STATE/COUNTY-  OK/ROGERS
 DS3023  COUNTRY     -  US
 DS3023  USGS QUAD   -  INOLA (2019)
 DS3023
 DS3023                         *CURRENT SURVEY CONTROL
 DS3023  ______________________________________________________________________
 DS3023* NAD 83(2011) POSITION- 36 09 44.33173(N) 095 34 59.34377(W)   ADJUSTED
 DS3023* NAD 83(2011) ELLIP HT-   159.351 (meters)        (09/24/24)   ADJUSTED
 DS3023* NAD 83(2011) EPOCH   -  2010.00
 DS3023* NAVD 88 ORTHO HEIGHT -   188.57  (meters)      618.7   (feet) GPS OBS
 DS3023  ______________________________________________________________________
 DS3023  GEOID HEIGHT    -        -29.208 (meters)                     GEOID18
 DS3023  NAD 83(2011) X  -   -501,581.772 (meters)                     COMP
 DS3023  NAD 83(2011) Y  - -5,131,062.992 (meters)                     COMP
 DS3023  NAD 83(2011) Z  -  3,742,841.478 (meters)                     COMP
 DS3023  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 DS3023
 DS3023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3023  Standards:
 DS3023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3023  -------------------------------------------------------------------
 DS3023  NETWORK    0.43   0.82           0.19   0.16   0.42      0.02040706
 DS3023  -------------------------------------------------------------------
 DS3023  Click here for local accuracies and other accuracy information.
 DS3023
 DS3023.The horizontal coordinates were established by GPS observations
 DS3023.and adjusted by the OK DEPT OF TRANSP in September 2024.
 DS3023
 DS3023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3023.been affixed to the stable North American tectonic plate. See 
 DS3023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3023
 DS3023.The horizontal coordinates are valid at the epoch date displayed above
 DS3023.which is a decimal equivalence of Year/Month/Day.
 DS3023
 DS3023.The orthometric height was determined by GPS observations and a
 DS3023.high-resolution geoid model using precise GPS observation and
 DS3023.processing techniques.
 DS3023
 DS3023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3023.GEOID18 height accuracy estimate available here.
 DS3023
 DS3023.Click photographs - Photos may exist for this station.
 DS3023
 DS3023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3023
 DS3023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3023
 DS3023.The ellipsoidal height was determined by GPS observations
 DS3023.and is referenced to NAD 83.
 DS3023
 DS3023. The following values were computed from the NAD 83(2011) position.
 DS3023
 DS3023;                    North         East     Units Scale Factor Converg.
 DS3023;SPC OK N     -   131,668.551   817,430.265   MT  0.99994541   +1 25 34.7
 DS3023;SPC OK N     -   431,982.57  2,681,852.46   sFT  0.99994541   +1 25 34.7
 DS3023;UTM  15      - 4,005,043.704   267,640.646   MT  1.00026529   -1 31 29.8
 DS3023
 DS3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3023!SPC OK N     -   0.99997499  x   0.99994541  =   0.99992040
 DS3023!UTM  15      -   0.99997499  x   1.00026529  =   1.00024027
 DS3023
 DS3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6764005043(NAD 83)
 DS3023
 DS3023                          SUPERSEDED SURVEY CONTROL
 DS3023
 DS3023.No superseded survey control is available for this station.
 DS3023
 DS3023_MARKER: DB = BENCH MARK DISK
 DS3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3023_STAMPING: R-66-4 617.98
 DS3023_MARK LOGO: OKDOT
 DS3023_PROJECTION: FLUSH
 DS3023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3023+STABILITY: SURFACE MOTION
 DS3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3023+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DS3023
 DS3023  HISTORY     - Date     Condition        Report By
 DS3023  HISTORY     - 19650224 MONUMENTED       OKDOT
 DS3023  HISTORY     - 20240827 GOOD             OKDOT
 DS3023
 DS3023                          STATION DESCRIPTION
 DS3023
 DS3023'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DS3023'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTH OF CLAREMORE, 9.3 MI
 DS3023'(15.0 KM) EAST-SOUTHEAST OF CATOOSA AND 4.2 MI (6.8 KM) WEST OF INOLA.
 DS3023'TO REACH THE MONUMENT FROM THE I-44/US-412 INTERSECTION GO EAST ON
 DS3023'US-412 APPROXIMATELY 8.4 MI (13.5 KM) TO S 4170 RD/ GREGORY SCHOOL
 DS3023'ROAD.  TURN RIGHT ON S 4170 ROAD FOR APPROXIMATELY 0.6 MI (1.0 KM) TO
 DS3023'E. 590 ROAD.  THE MONUMENT IS IN THE SOUTHWEST QUADRANT.
 DS3023'
 DS3023'THE MONUMENT IS APPROXIMATELY 47 FT (14.3 M) SOUTH OF THE CENTER OF E.
 DS3023'590 ROAD AND APPROXIMATELY 23 FT (7.0 M) WEST OF THE CENTER OF S. 4170
 DS3023'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS3024 ***********************************************************************
 DS3024  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3024  DESIGNATION -  R 66 9
 DS3024  PID         -  DS3024
 DS3024  STATE/COUNTY-  OK/ROGERS
 DS3024  COUNTRY     -  US
 DS3024  USGS QUAD   -  INOLA (2019)
 DS3024
 DS3024                         *CURRENT SURVEY CONTROL
 DS3024  ______________________________________________________________________
 DS3024* NAD 83(2011) POSITION- 36 09 44.30429(N) 095 36 24.68861(W)   ADJUSTED
 DS3024* NAD 83(2011) ELLIP HT-   143.759 (meters)        (09/24/24)   ADJUSTED
 DS3024* NAD 83(2011) EPOCH   -  2010.00
 DS3024* NAVD 88 ORTHO HEIGHT -   172.98  (meters)      567.5   (feet) GPS OBS
 DS3024  ______________________________________________________________________
 DS3024  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 DS3024  NAD 83(2011) X  -   -503,703.595 (meters)                     COMP
 DS3024  NAD 83(2011) Y  - -5,130,842.985 (meters)                     COMP
 DS3024  NAD 83(2011) Z  -  3,742,831.595 (meters)                     COMP
 DS3024  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 DS3024
 DS3024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3024  Standards:
 DS3024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3024  -------------------------------------------------------------------
 DS3024  NETWORK    1.13   1.96           0.45   0.47   1.00     -0.11982109
 DS3024  -------------------------------------------------------------------
 DS3024  Click here for local accuracies and other accuracy information.
 DS3024
 DS3024.The horizontal coordinates were established by GPS observations
 DS3024.and adjusted by the OK DEPT OF TRANSP in September 2024.
 DS3024
 DS3024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3024.been affixed to the stable North American tectonic plate. See 
 DS3024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3024
 DS3024.The horizontal coordinates are valid at the epoch date displayed above
 DS3024.which is a decimal equivalence of Year/Month/Day.
 DS3024
 DS3024.The orthometric height was determined by GPS observations and a
 DS3024.high-resolution geoid model using precise GPS observation and
 DS3024.processing techniques.
 DS3024
 DS3024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3024.GEOID18 height accuracy estimate available here.
 DS3024
 DS3024.Click photographs - Photos may exist for this station.
 DS3024
 DS3024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3024
 DS3024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3024
 DS3024.The ellipsoidal height was determined by GPS observations
 DS3024.and is referenced to NAD 83.
 DS3024
 DS3024. The following values were computed from the NAD 83(2011) position.
 DS3024
 DS3024;                    North         East     Units Scale Factor Converg.
 DS3024;SPC OK N     -   131,614.873   815,297.944   MT  0.99994541   +1 24 44.3
 DS3024;SPC OK N     -   431,806.46  2,674,856.67   sFT  0.99994541   +1 24 44.3
 DS3024;UTM  15      - 4,005,099.901   265,507.695   MT  1.00027756   -1 32 20.2
 DS3024
 DS3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3024!SPC OK N     -   0.99997744  x   0.99994541  =   0.99992285
 DS3024!UTM  15      -   0.99997744  x   1.00027756  =   1.00025499
 DS3024
 DS3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6550705099(NAD 83)
 DS3024
 DS3024                          SUPERSEDED SURVEY CONTROL
 DS3024
 DS3024.No superseded survey control is available for this station.
 DS3024
 DS3024_MARKER: DB = BENCH MARK DISK
 DS3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3024_STAMPING: R-66-9 566.91
 DS3024_MARK LOGO: OKDOT
 DS3024_PROJECTION: FLUSH
 DS3024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3024+STABILITY: SURFACE MOTION
 DS3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3024+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DS3024
 DS3024  HISTORY     - Date     Condition        Report By
 DS3024  HISTORY     - 19650224 MONUMENTED       OKDOT
 DS3024  HISTORY     - 20240827 GOOD             OKDOT
 DS3024
 DS3024                          STATION DESCRIPTION
 DS3024
 DS3024'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DS3024'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH OF CLAREMORE, 8.0 MI
 DS3024'(12.9 KM) EAST-SOUTHEAST OF CATOOSA AND 5.5 MI (8.8 KM) WEST OF INOLA.
 DS3024'TO REACH THE MONUMENT FROM THE INTERSECTION OF I-44 AND US-412 GO EAST
 DS3024'ALONG US-412 FOR APPROXIMATELY 7.3 MI (11.7 KM) AND TURN RIGHT ON S
 DS3024'4160 ROAD AND GO APPROXIMATELY 0.3 MI (0.5 KM) AND THEN TURN RIGHT ON
 DS3024'TO E 590 ROAD AND GO 0.2 MI (0.3 KM) THEN TURN LEFT TO STAY ON E. 590
 DS3024'ROAD AND THEN RIGHT TO STAY ON E. 590 ROAD.
 DS3024'
 DS3024'THE MONUMENT IS 30 FT (9.1 M) SOUTH OF THE SOUTH EDGE OF ASPHALT E.
 DS3024'590 ROAD AND APPROXIMATELY 20 FT (6.1 M) NORTH OF A FENCE.  THE
 DS3024'MONUMENT IS APPROXIMATELY 103 FT (31.4 M) WEST OF NORTH AND SOUTH DIRT
 DS3024'ROAD DRIVES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0354 ***********************************************************************
 FH0354  DESIGNATION -  R 68
 FH0354  PID         -  FH0354
 FH0354  STATE/COUNTY-  OK/SEQUOYAH
 FH0354  COUNTRY     -  US
 FH0354  USGS QUAD   -  MARBLE CITY (2018)
 FH0354
 FH0354                         *CURRENT SURVEY CONTROL
 FH0354  ______________________________________________________________________
 FH0354* NAD 83(1986) POSITION- 35 30 23.     (N) 094 49 35.     (W)   SCALED
 FH0354* NAVD 88 ORTHO HEIGHT -   169.930 (meters)      557.51  (feet) ADJUSTED
 FH0354  ______________________________________________________________________
 FH0354  GEOID HEIGHT    -        -29.797 (meters)                     GEOID18
 FH0354  DYNAMIC HEIGHT  -        169.772 (meters)      556.99  (feet) COMP
 FH0354  MODELED GRAVITY -    979,700.6   (mgal)                       NAVD 88
 FH0354
 FH0354  VERT ORDER      -  SECOND    CLASS 0
 FH0354
 FH0354.The horizontal coordinates were scaled from a map and have
 FH0354.an estimated accuracy of +/- 6 seconds.
 FH0354
 FH0354.The orthometric height was determined by differential leveling and
 FH0354.adjusted by the NATIONAL GEODETIC SURVEY
 FH0354.in June 1991.
 FH0354
 FH0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0354.GEOID18 height accuracy estimate available here.
 FH0354
 FH0354.Click photographs - Photos may exist for this station.
 FH0354
 FH0354.The dynamic height is computed by dividing the NAVD 88
 FH0354.geopotential number by the normal gravity value computed on the
 FH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0354.degrees latitude (g = 980.6199 gals.).
 FH0354
 FH0354.The modeled gravity was interpolated from observed gravity values.
 FH0354
 FH0354;                    North         East    Units  Estimated Accuracy
 FH0354;SPC OK N     -    60,890.      887,870.      MT  (+/- 180 meters Scaled)
 FH0354
 FH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV343307(NAD 83)
 FH0354
 FH0354                          SUPERSEDED SURVEY CONTROL
 FH0354
 FH0354  NGVD 29 (??/??/92)  169.824  (m)          557.16   (f) ADJ UNCH    2 0
 FH0354
 FH0354.Superseded values are not recommended for survey control.
 FH0354
 FH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0354.See file dsdata.pdf to determine how the superseded data were derived.
 FH0354
 FH0354_MARKER: DB = BENCH MARK DISK
 FH0354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0354_SP_SET: CULVERT HEADWALL
 FH0354_STAMPING: R 68 1934
 FH0354_MARK LOGO: CGS
 FH0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0354+STABILITY: SURFACE MOTION
 FH0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0354+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2009
 FH0354
 FH0354  HISTORY     - Date     Condition        Report By
 FH0354  HISTORY     - 1934     MONUMENTED       CGS
 FH0354  HISTORY     - 1960     GOOD             CGS
 FH0354  HISTORY     - 20090119 GOOD             AIRDAT
 FH0354
 FH0354                          STATION DESCRIPTION
 FH0354
 FH0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0354'3.6 MI N FROM SALLISAW.
 FH0354'3.6 MILES NORTH OF SALLISAW K.C.S AND M.P. CROSSING.  NEAR
 FH0354'15TH POLES NORTH OF MILEPOST 287 ON THE KANSAS CITY SOUTHERN
 FH0354'RAILROAD.  30 FEET EAST OF MAIN TRACK, 5 RAILS SOUTH OF COUNTY
 FH0354'ROAD CROSSING.  IN EAST HEADWALL OF STONE CULVERT.
 FH0354
 FH0354                          STATION RECOVERY (1960)
 FH0354
 FH0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0354'RECOVERED IN GOOD CONDITION.
 FH0354
 FH0354                          STATION RECOVERY (2009)
 FH0354
 FH0354'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FH0354'STRUCTURE THAT THE MARKER IS SET IN HAS BEEN DAMAGED, POSSIBLY
 FH0354'COMPROMISED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0030 ***********************************************************************
 FJ0030  DESIGNATION -  R 7
 FJ0030  PID         -  FJ0030
 FJ0030  STATE/COUNTY-  OK/OKFUSKEE
 FJ0030  COUNTRY     -  US
 FJ0030  USGS QUAD   -  WELTY (2018)
 FJ0030
 FJ0030                         *CURRENT SURVEY CONTROL
 FJ0030  ______________________________________________________________________
 FJ0030* NAD 83(1986) POSITION- 35 30 02.     (N) 096 27 23.     (W)   SCALED
 FJ0030* NAVD 88 ORTHO HEIGHT -   265.287 (meters)      870.36  (feet) ADJUSTED
 FJ0030  ______________________________________________________________________
 FJ0030  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 FJ0030  DYNAMIC HEIGHT  -        265.038 (meters)      869.55  (feet) COMP
 FJ0030  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 FJ0030
 FJ0030  VERT ORDER      -  FIRST     CLASS II
 FJ0030
 FJ0030.The horizontal coordinates were scaled from a map and have
 FJ0030.an estimated accuracy of +/- 6 seconds.
 FJ0030
 FJ0030.The orthometric height was determined by differential leveling and
 FJ0030.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0030.in June 1991.
 FJ0030
 FJ0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0030.GEOID18 height accuracy estimate available here.
 FJ0030
 FJ0030.Click photographs - Photos may exist for this station.
 FJ0030
 FJ0030.The dynamic height is computed by dividing the NAVD 88
 FJ0030.geopotential number by the normal gravity value computed on the
 FJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0030.degrees latitude (g = 980.6199 gals.).
 FJ0030
 FJ0030.The modeled gravity was interpolated from observed gravity values.
 FJ0030
 FJ0030;                    North         East    Units  Estimated Accuracy
 FJ0030;SPC OK N     -    56,650.      740,050.      MT  (+/- 180 meters Scaled)
 FJ0030
 FJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE307315(NAD 83)
 FJ0030
 FJ0030                          SUPERSEDED SURVEY CONTROL
 FJ0030
 FJ0030  NGVD 29 (??/??/92)  265.158  (m)          869.94   (f) ADJ UNCH    1 2
 FJ0030
 FJ0030.Superseded values are not recommended for survey control.
 FJ0030
 FJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0030.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0030
 FJ0030_MARKER: DB = BENCH MARK DISK
 FJ0030_STAMPING: R 7 1933
 FJ0030_MARK LOGO: CGS
 FJ0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0030
 FJ0030  HISTORY     - Date     Condition        Report By
 FJ0030  HISTORY     - 1933     MONUMENTED       CGS
 FJ0030  HISTORY     - 1943     GOOD
 FJ0030
 FJ0030                          STATION DESCRIPTION
 FJ0030
 FJ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0030'1.9 MI E FROM BOLEY.
 FJ0030'1.9 MILES EAST, 32 FT. NORTH OF CENTER LINE OF F.S. AND W.R.R. AT
 FJ0030'MILE POST 143 PLUS 25 120 FT. EAST OF CENTER LINE OF DIRT ROAD.
 FJ0030
 FJ0030                          STATION RECOVERY (1943)
 FJ0030
 FJ0030'RECOVERED 1943
 FJ0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0231 ***********************************************************************
 GG0231  DESIGNATION -  R 70
 GG0231  PID         -  GG0231
 GG0231  STATE/COUNTY-  OK/DELAWARE
 GG0231  COUNTRY     -  US
 GG0231  USGS QUAD   -  DODGE (2018)
 GG0231
 GG0231                         *CURRENT SURVEY CONTROL
 GG0231  ______________________________________________________________________
 GG0231* NAD 83(1997) POSITION- 36 35 52.43507(N) 094 43 47.65695(W)   ADJUSTED
 GG0231* NAD 83(1997) ELLIP HT-   223.158 (meters)        (10/02/98)   ADJUSTED
 GG0231* NAVD 88 ORTHO HEIGHT -   250.998 (meters)      823.48  (feet) ADJUSTED
 GG0231  ______________________________________________________________________
 GG0231  GEOID HEIGHT    -        -28.926 (meters)                     GEOID18
 GG0231  NAD 83(1997) X  -   -422,757.532 (meters)                     COMP
 GG0231  NAD 83(1997) Y  - -5,109,441.905 (meters)                     COMP
 GG0231  NAD 83(1997) Z  -  3,781,794.955 (meters)                     COMP
 GG0231  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 GG0231  DYNAMIC HEIGHT  -        250.789 (meters)      822.80  (feet) COMP
 GG0231  MODELED GRAVITY -    979,791.2   (mgal)                       NAVD 88
 GG0231
 GG0231  HORZ ORDER      -  SECOND
 GG0231  VERT ORDER      -  SECOND    CLASS 0
 GG0231  ELLP ORDER      -  FOURTH    CLASS I
 GG0231
 GG0231.The horizontal coordinates were established by GPS observations
 GG0231.and adjusted by the National Geodetic Survey in October 1998.
 GG0231
 GG0231.The orthometric height was determined by differential leveling and
 GG0231.adjusted by the NATIONAL GEODETIC SURVEY
 GG0231.in June 1991.
 GG0231
 GG0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0231.GEOID18 height accuracy estimate available here.
 GG0231
 GG0231.Click photographs - Photos may exist for this station.
 GG0231
 GG0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0231
 GG0231.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0231
 GG0231.The ellipsoidal height was determined by GPS observations
 GG0231.and is referenced to NAD 83.
 GG0231
 GG0231.The dynamic height is computed by dividing the NAVD 88
 GG0231.geopotential number by the normal gravity value computed on the
 GG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0231.degrees latitude (g = 980.6199 gals.).
 GG0231
 GG0231.The modeled gravity was interpolated from observed gravity values.
 GG0231
 GG0231. The following values were computed from the NAD 83(1997) position.
 GG0231
 GG0231;                    North         East     Units Scale Factor Converg.
 GG0231;SPC OK N     -   182,222.103   892,539.141   MT  0.99997356   +1 55 47.4
 GG0231;SPC OK N     -   597,840.35  2,928,272.17   sFT  0.99997356   +1 55 47.4
 GG0231;UTM  15      - 4,051,660.368   345,266.318   MT  0.99989498   -1 01 53.6
 GG0231
 GG0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0231!SPC OK N     -   0.99996498  x   0.99997356  =   0.99993854
 GG0231!UTM  15      -   0.99996498  x   0.99989498  =   0.99985996
 GG0231
 GG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4526651660(NAD 83)
 GG0231
 GG0231                          SUPERSEDED SURVEY CONTROL
 GG0231
 GG0231  NAD 83(1993)-  36 35 52.43914(N)    094 43 47.65639(W) AD(       ) 2
 GG0231  ELLIP H (11/28/94)  222.536  (m)                       GP(       ) 5 1
 GG0231  NAD 83(1986)-  36 35 52.45362(N)    094 43 47.65432(W) AD(       ) 2
 GG0231  NGVD 29 (??/??/92)  250.902  (m)          823.17   (f) ADJ UNCH    2 0
 GG0231  NGVD 29 (11/30/89)  251.     (m)  RAPSU86  model used  GPS OBS        
 GG0231
 GG0231.Superseded values are not recommended for survey control.
 GG0231
 GG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0231.See file dsdata.pdf to determine how the superseded data were derived.
 GG0231
 GG0231_MARKER: DB = BENCH MARK DISK
 GG0231_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GG0231_SP_SET: HEADWALL
 GG0231_STAMPING: R 70 1934
 GG0231_MARK LOGO: CGS
 GG0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0231+STABILITY: SURFACE MOTION
 GG0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0231+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 GG0231
 GG0231  HISTORY     - Date     Condition        Report By
 GG0231  HISTORY     - 1934     MONUMENTED       CGS
 GG0231  HISTORY     - 1988     GOOD             USPSQD
 GG0231  HISTORY     - 19890301 GOOD             NGS
 GG0231  HISTORY     - 19890901 GOOD             NGS
 GG0231
 GG0231                          STATION DESCRIPTION
 GG0231
 GG0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0231'2.3 MI E FROM GROVE.
 GG0231'2.3 MILES EAST ALONG STATE HIGHWAY 25 FROM THE ST. LOUIS-SAN
 GG0231'FRANCISCO RAILWAY STATION AT GROVE, DELAWARE COUNTY, 1 MILE EAST
 GG0231'OF A FARMHOUSE, 50 FEET WEST OF THE T-JUNCTION OF A ROAD LEADING
 GG0231'NORTH, AT A CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH
 GG0231'HEADWALL.  A STANDARD DISK, STAMPED R 70 1934.
 GG0231
 GG0231                          STATION RECOVERY (1988)
 GG0231
 GG0231'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0231'RECOVERED IN GOOD CONDITION.
 GG0231
 GG0231                          STATION RECOVERY (1989)
 GG0231
 GG0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0231'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GG0231'FOLLOWS.
 GG0231'THE STATION IS LOCATED ABOUT 23.0 KM (14.30 MI) SOUTHEAST OF AFTON,
 GG0231'3.7 KM (2.30 MI) EAST OF GROVE, AND 1.6 KM (1.00 MI) WEST OF STATE
 GG0231'HIGHWAY 10.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GG0231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 GG0231'HIGHWAY 25 IN GROVE, GO EAST ON HIGHWAY 25 FOR 3.7 KM (2.30 MI) TO THE
 GG0231'STATION ON THE RIGHT, IN THE CENTER OF THE SOUTH HEADWALL OF A 3 BY 3
 GG0231'METER BOX CULVERT.
 GG0231'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 GG0231'HEADWALL THAT PROJECTS 10 CM ABOVE THE GROUND AND IS 60 CM BELOW THE
 GG0231'LEVEL OF THE HIGHWAY.  LOCATED 35.5 M (116.5 FT) WEST OF THE EXTENDED
 GG0231'CENTER OF IND ROAD, 6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF THE
 GG0231'HIGHWAY, AND 1.3 M (4.3 FT) EAST FROM THE WEST END OF THE HEADWALL.
 GG0231'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0231
 GG0231                          STATION RECOVERY (1989)
 GG0231
 GG0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0231'STATION IS LOCATED ABOUT 23.0 KM (14.3 MI) SOUTHEAST OF AFTON, 3.7 KM
 GG0231'(2.3 MI) EAST OF GROVE, AND 1.6 KM (1.0 MI) EAST OF STATE HIGHWAY 10.
 GG0231'OWNERSHIP--OKLAHOMA HIGHWAY DEPARTMENT.
 GG0231'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 59 AND STATE
 GG0231'HIGHWAY 25 IN GROVE.  GO EAST ON STATE HIGHWAY 25 FOR 3.68 KM
 GG0231'(2.29 MI) TO THE STATION ON THE RIGHT.
 GG0231'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---R 70 1935---. SET
 GG0231'IN TOP OF THE CENTER OF THE SOUTH HEADWALL OF A 9 X 9 FOOT CONCRETE
 GG0231'CULVERT THAT IS 60-CM BELOW THE HIGHWAY.  IT IS 35.3 M (115.8 FT)
 GG0231'WEST OF THE EXTENDED CENTER OF IND ROAD, 6.7 M (22.0 FT) SOUTH OF THE
 GG0231'CENTERLINE OF STATE HIGHWAY 25, AND 1.3 M (4.3 FT) EAST OF THE WEST
 GG0231'END OF THE HEADWALL.
 GG0231'THIS MARK IS A TIE TO THE OKLAHOMA FAA PROJECT.
 GG0231'DESCRIBED BY E.J.HANSMANN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0766 ***********************************************************************
 GK0766  DESIGNATION -  R 72
 GK0766  PID         -  GK0766
 GK0766  STATE/COUNTY-  OK/TEXAS
 GK0766  COUNTRY     -  US
 GK0766  USGS QUAD   -  EVA (2018)
 GK0766
 GK0766                         *CURRENT SURVEY CONTROL
 GK0766  ______________________________________________________________________
 GK0766* NAD 83(1986) POSITION- 36 45 44.     (N) 101 53 20.     (W)   SCALED
 GK0766* NAVD 88 ORTHO HEIGHT -  1075.006 (meters)     3526.92  (feet) ADJUSTED
 GK0766  ______________________________________________________________________
 GK0766  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 GK0766  DYNAMIC HEIGHT  -       1073.876 (meters)     3523.21  (feet) COMP
 GK0766  MODELED GRAVITY -    979,543.7   (mgal)                       NAVD 88
 GK0766
 GK0766  VERT ORDER      -  SECOND    CLASS 0
 GK0766
 GK0766.The horizontal coordinates were scaled from a map and have
 GK0766.an estimated accuracy of +/- 6 seconds.
 GK0766
 GK0766.The orthometric height was determined by differential leveling and
 GK0766.adjusted by the NATIONAL GEODETIC SURVEY
 GK0766.in June 1991.
 GK0766
 GK0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0766.GEOID18 height accuracy estimate available here.
 GK0766
 GK0766.Click photographs - Photos may exist for this station.
 GK0766
 GK0766.The dynamic height is computed by dividing the NAVD 88
 GK0766.geopotential number by the normal gravity value computed on the
 GK0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0766.degrees latitude (g = 980.6199 gals.).
 GK0766
 GK0766.The modeled gravity was interpolated from observed gravity values.
 GK0766
 GK0766;                    North         East    Units  Estimated Accuracy
 GK0766;SPC OK N     -   202,480.      252,860.      MT  (+/- 180 meters Scaled)
 GK0766
 GK0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF421723(NAD 83)
 GK0766
 GK0766                          SUPERSEDED SURVEY CONTROL
 GK0766
 GK0766  NGVD 29 (??/??/92) 1074.525  (m)         3525.34   (f) ADJ UNCH    2 0
 GK0766
 GK0766.Superseded values are not recommended for survey control.
 GK0766
 GK0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0766.See file dsdata.pdf to determine how the superseded data were derived.
 GK0766
 GK0766_MARKER: DB = BENCH MARK DISK
 GK0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0766_STAMPING: R 72 1935
 GK0766_MARK LOGO: CGS
 GK0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0766+STABILITY: SURFACE MOTION
 GK0766
 GK0766  HISTORY     - Date     Condition        Report By
 GK0766  HISTORY     - 1935     MONUMENTED       CGS
 GK0766  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0766
 GK0766                          STATION DESCRIPTION
 GK0766
 GK0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0766'27.0 MI W FROM GUYMON.
 GK0766'27.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT INTERSECTION OF A CROSS ROAD
 GK0766'FROM EVA TO RICE, 33 FT. W. OF THE CENTER LINE OF THE CROSS ROAD, 105
 GK0766'FT. N. OF THE CENTER LINE OF THE HWY., AND 3 FT. S.W. OF A TELEPHONE
 GK0766'POLE.
 GK0766
 GK0766                          STATION RECOVERY (1973)
 GK0766
 GK0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0766'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0335 ***********************************************************************
 GL0335  DESIGNATION -  R 73
 GL0335  PID         -  GL0335
 GL0335  STATE/COUNTY-  OK/CIMARRON
 GL0335  COUNTRY     -  US
 GL0335  USGS QUAD   -  BOISE CITY NW (2018)
 GL0335
 GL0335                         *CURRENT SURVEY CONTROL
 GL0335  ______________________________________________________________________
 GL0335* NAD 83(1986) POSITION- 36 44 01.7    (N) 102 43 58.4    (W)   HD_HELD2
 GL0335* NAVD 88 ORTHO HEIGHT -  1352.045 (meters)     4435.83  (feet) ADJUSTED
 GL0335  ______________________________________________________________________
 GL0335  GEOID HEIGHT    -        -23.217 (meters)                     GEOID18
 GL0335  DYNAMIC HEIGHT  -       1350.533 (meters)     4430.87  (feet) COMP
 GL0335  MODELED GRAVITY -    979,465.4   (mgal)                       NAVD 88
 GL0335
 GL0335  VERT ORDER      -  SECOND    CLASS 0
 GL0335
 GL0335.The horizontal coordinates were established by autonomous hand held GPS
 GL0335.observations and have an estimated accuracy of +/- 10 meters.
 GL0335
 GL0335.The orthometric height was determined by differential leveling and
 GL0335.adjusted by the NATIONAL GEODETIC SURVEY
 GL0335.in June 1991.
 GL0335
 GL0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0335.GEOID18 height accuracy estimate available here.
 GL0335
 GL0335.Click photographs - Photos may exist for this station.
 GL0335
 GL0335.The dynamic height is computed by dividing the NAVD 88
 GL0335.geopotential number by the normal gravity value computed on the
 GL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0335.degrees latitude (g = 980.6199 gals.).
 GL0335
 GL0335.The modeled gravity was interpolated from observed gravity values.
 GL0335
 GL0335;                    North         East    Units  Estimated Accuracy
 GL0335;SPC OK N     -   202,679.      177,424.      MT  (+/- 10 meters HH2 GPS)
 GL0335
 GL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0243467739(NAD 83)
 GL0335
 GL0335                          SUPERSEDED SURVEY CONTROL
 GL0335
 GL0335.No superseded survey control is available for this station.
 GL0335
 GL0335_MARKER: DB = BENCH MARK DISK
 GL0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0335_SP_SET: BOX CULVERT HEADWALL
 GL0335_STAMPING: R 73 1935
 GL0335_MARK LOGO: CGS
 GL0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0335+STABILITY: SURFACE MOTION
 GL0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0335+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0335
 GL0335  HISTORY     - Date     Condition        Report By
 GL0335  HISTORY     - 1935     MONUMENTED       CGS
 GL0335  HISTORY     - 1941     GOOD             CGS
 GL0335  HISTORY     - 20051008 GOOD             INDIV
 GL0335
 GL0335                          STATION DESCRIPTION
 GL0335
 GL0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0335'12.3 MI W FROM BOISE CITY.
 GL0335'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0335'ON U.S. HIGHWAY NO. 64, GO 12.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0335'MARK IS IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE BOX
 GL0335'CULVERT UNDER THE HIGHWAY.  ABOUT 120.0 FEET EAST OF A SECTION CORNER.
 GL0335'25.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 GL0335'HIGHWAY.  A STANDARD DISK SET IN DRILL HOLE.  NEAR THE NORTHWEST
 GL0335'CORNER OF SECTION 15, T 3 N, R 3 E.
 GL0335
 GL0335                          STATION RECOVERY (2005)
 GL0335
 GL0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0765 ***********************************************************************
 GK0765  DESIGNATION -  R 74
 GK0765  PID         -  GK0765
 GK0765  STATE/COUNTY-  OK/TEXAS
 GK0765  COUNTRY     -  US
 GK0765  USGS QUAD   -  EVA SE (2018)
 GK0765
 GK0765                         *CURRENT SURVEY CONTROL
 GK0765  ______________________________________________________________________
 GK0765* NAD 83(1986) POSITION- 36 45 44.     (N) 101 52 12.     (W)   SCALED
 GK0765* NAVD 88 ORTHO HEIGHT -  1067.073 (meters)     3500.89  (feet) ADJUSTED
 GK0765  ______________________________________________________________________
 GK0765  GEOID HEIGHT    -        -25.360 (meters)                     GEOID18
 GK0765  DYNAMIC HEIGHT  -       1065.953 (meters)     3497.21  (feet) COMP
 GK0765  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 GK0765
 GK0765  VERT ORDER      -  SECOND    CLASS 0
 GK0765
 GK0765.The horizontal coordinates were scaled from a map and have
 GK0765.an estimated accuracy of +/- 6 seconds.
 GK0765
 GK0765.The orthometric height was determined by differential leveling and
 GK0765.adjusted by the NATIONAL GEODETIC SURVEY
 GK0765.in June 1991.
 GK0765
 GK0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0765.GEOID18 height accuracy estimate available here.
 GK0765
 GK0765.Click photographs - Photos may exist for this station.
 GK0765
 GK0765.The dynamic height is computed by dividing the NAVD 88
 GK0765.geopotential number by the normal gravity value computed on the
 GK0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0765.degrees latitude (g = 980.6199 gals.).
 GK0765
 GK0765.The modeled gravity was interpolated from observed gravity values.
 GK0765
 GK0765;                    North         East    Units  Estimated Accuracy
 GK0765;SPC OK N     -   202,420.      254,550.      MT  (+/- 180 meters Scaled)
 GK0765
 GK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF438723(NAD 83)
 GK0765
 GK0765                          SUPERSEDED SURVEY CONTROL
 GK0765
 GK0765  NGVD 29 (??/??/92) 1066.596  (m)         3499.32   (f) ADJ UNCH    2 0
 GK0765
 GK0765.Superseded values are not recommended for survey control.
 GK0765
 GK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0765.See file dsdata.pdf to determine how the superseded data were derived.
 GK0765
 GK0765_MARKER: DB = BENCH MARK DISK
 GK0765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0765_SP_SET: BOX CULVERT HEADWALL
 GK0765_STAMPING: R 74 1935
 GK0765_MARK LOGO: CGS
 GK0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0765+STABILITY: SURFACE MOTION
 GK0765
 GK0765  HISTORY     - Date     Condition        Report By
 GK0765  HISTORY     - 1935     MONUMENTED       CGS
 GK0765
 GK0765                          STATION DESCRIPTION
 GK0765
 GK0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0765'26.0 MI W FROM GUYMON.
 GK0765'26.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, E. OF THE CROSS
 GK0765'ROAD, IN THE S. CURB OF A CONCRETE BOX CULVERT, AT THE E. END OF THE
 GK0765'CULVERT, AND 18 1/2 FT. S. OF THE CENTER LINE OF THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0313 ***********************************************************************
 FH0313  DESIGNATION -  R 76
 FH0313  PID         -  FH0313
 FH0313  STATE/COUNTY-  OK/SEQUOYAH
 FH0313  COUNTRY     -  US
 FH0313  USGS QUAD   -  VIAN (2019)
 FH0313
 FH0313                         *CURRENT SURVEY CONTROL
 FH0313  ______________________________________________________________________
 FH0313* NAD 83(1986) POSITION- 35 26 04.     (N) 094 53 06.     (W)   SCALED
 FH0313* NAVD 88 ORTHO HEIGHT -   152.965 (meters)      501.85  (feet) ADJUSTED
 FH0313  ______________________________________________________________________
 FH0313  GEOID HEIGHT    -        -30.088 (meters)                     GEOID18
 FH0313  DYNAMIC HEIGHT  -        152.822 (meters)      501.38  (feet) COMP
 FH0313  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 FH0313
 FH0313  VERT ORDER      -  SECOND    CLASS 0
 FH0313
 FH0313.The horizontal coordinates were scaled from a map and have
 FH0313.an estimated accuracy of +/- 6 seconds.
 FH0313
 FH0313.The orthometric height was determined by differential leveling and
 FH0313.adjusted by the NATIONAL GEODETIC SURVEY
 FH0313.in June 1991.
 FH0313
 FH0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0313.GEOID18 height accuracy estimate available here.
 FH0313
 FH0313.Click photographs - Photos may exist for this station.
 FH0313
 FH0313.The dynamic height is computed by dividing the NAVD 88
 FH0313.geopotential number by the normal gravity value computed on the
 FH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0313.degrees latitude (g = 980.6199 gals.).
 FH0313
 FH0313.The modeled gravity was interpolated from observed gravity values.
 FH0313
 FH0313;                    North         East    Units  Estimated Accuracy
 FH0313;SPC OK N     -    52,740.      882,810.      MT  (+/- 180 meters Scaled)
 FH0313
 FH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV288228(NAD 83)
 FH0313
 FH0313                          SUPERSEDED SURVEY CONTROL
 FH0313
 FH0313  NGVD 29 (??/??/92)  152.850  (m)          501.48   (f) ADJ UNCH    2 0
 FH0313
 FH0313.Superseded values are not recommended for survey control.
 FH0313
 FH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0313.See file dsdata.pdf to determine how the superseded data were derived.
 FH0313
 FH0313_MARKER: DB = BENCH MARK DISK
 FH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0313_STAMPING: R 76 1940
 FH0313_MARK LOGO: CGS
 FH0313_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0313+STABILITY: SURFACE MOTION
 FH0313
 FH0313  HISTORY     - Date     Condition        Report By
 FH0313  HISTORY     - 1940     MONUMENTED       CGS
 FH0313  HISTORY     - 1959     GOOD             CGS
 FH0313
 FH0313                          STATION DESCRIPTION
 FH0313
 FH0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0313'7.5 MI SW FROM SALLISAW.
 FH0313'7.5 MILES SOUTHWEST OF POST OFFICE AT SALLISAW TO REACH FROM
 FH0313'POST OFFICE AT SALLISAW, PROCEED WEST ON U.S. HIGHWAY NO. 64, GO
 FH0313'5.5 MILES, TURN LEFT (SOUTH) ONTO GRADED ROAD, GO 2.0 MILES.
 FH0313'BENCH MARK IS NEAR SECTION CORNER ROAD INTERSECTION, 63 FEET
 FH0313'NORTH OF CENTER LINE OF EAST-WEST ROAD, 26 FEET EAST OF CENTER
 FH0313'LINE OF NORTH-SOUTH GRADED ROAD, 3.0 FEET NORTH OF A 4 X 4 INCH
 FH0313'WOODEN POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT
 FH0313'PROJECTS ABOUT 0.5 FOOT.
 FH0313
 FH0313                          STATION RECOVERY (1959)
 FH0313
 FH0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0632 ***********************************************************************
 FH0632  DESIGNATION -  R 77
 FH0632  PID         -  FH0632
 FH0632  STATE/COUNTY-  OK/SEQUOYAH
 FH0632  COUNTRY     -  US
 FH0632  USGS QUAD   -  STIGLER NE (2018)
 FH0632
 FH0632                         *CURRENT SURVEY CONTROL
 FH0632  ______________________________________________________________________
 FH0632* NAD 83(1986) POSITION- 35 29 50.     (N) 095 04 35.     (W)   SCALED
 FH0632* NAVD 88 ORTHO HEIGHT -   167.423 (meters)      549.29  (feet) ADJUSTED
 FH0632  ______________________________________________________________________
 FH0632  GEOID HEIGHT    -        -29.891 (meters)                     GEOID18
 FH0632  DYNAMIC HEIGHT  -        167.269 (meters)      548.78  (feet) COMP
 FH0632  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 FH0632
 FH0632  VERT ORDER      -  SECOND    CLASS 0
 FH0632
 FH0632.The horizontal coordinates were scaled from a map and have
 FH0632.an estimated accuracy of +/- 6 seconds.
 FH0632
 FH0632.The orthometric height was determined by differential leveling and
 FH0632.adjusted by the NATIONAL GEODETIC SURVEY
 FH0632.in June 1991.
 FH0632
 FH0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0632.GEOID18 height accuracy estimate available here.
 FH0632
 FH0632.Click photographs - Photos may exist for this station.
 FH0632
 FH0632.The dynamic height is computed by dividing the NAVD 88
 FH0632.geopotential number by the normal gravity value computed on the
 FH0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0632.degrees latitude (g = 980.6199 gals.).
 FH0632
 FH0632.The modeled gravity was interpolated from observed gravity values.
 FH0632
 FH0632;                    North         East    Units  Estimated Accuracy
 FH0632;SPC OK N     -    59,160.      865,230.      MT  (+/- 180 meters Scaled)
 FH0632
 FH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV116301(NAD 83)
 FH0632
 FH0632                          SUPERSEDED SURVEY CONTROL
 FH0632
 FH0632  NGVD 29 (??/??/92)  167.301  (m)          548.89   (f) ADJ UNCH    2 0
 FH0632
 FH0632.Superseded values are not recommended for survey control.
 FH0632
 FH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0632.See file dsdata.pdf to determine how the superseded data were derived.
 FH0632
 FH0632_MARKER: DB = BENCH MARK DISK
 FH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0632_STAMPING: R 77 1940
 FH0632_MARK LOGO: CGS
 FH0632_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0632+STABILITY: SURFACE MOTION
 FH0632
 FH0632  HISTORY     - Date     Condition        Report By
 FH0632  HISTORY     - 1940     MONUMENTED       CGS
 FH0632  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0632
 FH0632                          STATION DESCRIPTION
 FH0632
 FH0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0632'3.7 MI SE FROM GORE.
 FH0632'3.7 MILES SOUTHEAST OF MISSOURI PACIFIC RAILROAD STATION.  TO
 FH0632'REACH FROM THE MISSOURI PACIFIC RAILROAD STATION IN GORE, PROCEED
 FH0632'EAST ON U.S. HIGHWAY NO. 64, GO 2.8 MILES, TURN RIGHT (SOUTH)
 FH0632'ONTO GRADED DIRT ROAD, GO 0.9 MILE.  BENCH MARK IS LOCATED AT
 FH0632'T-INTERSECTION OF A GRADED DIRT ROAD LEADING TOWARD TERRELL
 FH0632'SPRING (SOUTH) AND A GRADED DIRT ROAD LEADING EAST, 54 FEET
 FH0632'SOUTHEAST OF CENTER LINE OF INTERSECTION, 28 FEET EAST OF CENTER
 FH0632'LINE OF NORTH-SOUTH ROAD, IN FENCE LINE, 2.7 FEET SOUTH OF A
 FH0632'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2 FEET.  MONUMENT
 FH0632'PROJECTS 0.8 FOOT.
 FH0632
 FH0632                          STATION RECOVERY (1974)
 FH0632
 FH0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0585 ***********************************************************************
 FH0585  DESIGNATION -  R 78
 FH0585  PID         -  FH0585
 FH0585  STATE/COUNTY-  OK/MUSKOGEE
 FH0585  COUNTRY     -  US
 FH0585  USGS QUAD   -  STIGLER WEST (2018)
 FH0585
 FH0585                         *CURRENT SURVEY CONTROL
 FH0585  ______________________________________________________________________
 FH0585* NAD 83(1986) POSITION- 35 18 17.05   (N) 095 13 15.46   (W)   HD_HELD1
 FH0585* NAVD 88 ORTHO HEIGHT -   186.343 (meters)      611.36  (feet) ADJUSTED
 FH0585  ______________________________________________________________________
 FH0585  GEOID HEIGHT    -        -30.402 (meters)                     GEOID18
 FH0585  DYNAMIC HEIGHT  -        186.165 (meters)      610.78  (feet) COMP
 FH0585  MODELED GRAVITY -    979,673.0   (mgal)                       NAVD 88
 FH0585
 FH0585  VERT ORDER      -  SECOND    CLASS 0
 FH0585
 FH0585.The horizontal coordinates were determined by differentially corrected
 FH0585.hand held GPS observations or other comparable positioning techniques
 FH0585.and have an estimated accuracy of +/- 3 meters.
 FH0585
 FH0585.The orthometric height was determined by differential leveling and
 FH0585.adjusted by the NATIONAL GEODETIC SURVEY
 FH0585.in June 1991.
 FH0585
 FH0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0585.GEOID18 height accuracy estimate available here.
 FH0585
 FH0585.Click photographs - Photos may exist for this station.
 FH0585
 FH0585.The dynamic height is computed by dividing the NAVD 88
 FH0585.geopotential number by the normal gravity value computed on the
 FH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0585.degrees latitude (g = 980.6199 gals.).
 FH0585
 FH0585.The modeled gravity was interpolated from observed gravity values.
 FH0585
 FH0585;                    North         East    Units  Estimated Accuracy
 FH0585;SPC OK N     -    37,429.2     852,729.3     MT  (+/- 3 meters HH1 GPS) 
 FH0585
 FH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9807009100(NAD 83)
 FH0585
 FH0585                          SUPERSEDED SURVEY CONTROL
 FH0585
 FH0585  NGVD 29 (??/??/92)  186.238  (m)          611.02   (f) ADJ UNCH    2 0
 FH0585
 FH0585.Superseded values are not recommended for survey control.
 FH0585
 FH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0585.See file dsdata.pdf to determine how the superseded data were derived.
 FH0585
 FH0585_MARKER: DB = BENCH MARK DISK
 FH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0585_STAMPING: R 7Q 1940
 FH0585_MARK LOGO: CGS
 FH0585_PROJECTION: PROJECTING 21 CENTIMETERS
 FH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0585+STABILITY: SURFACE MOTION
 FH0585
 FH0585  HISTORY     - Date     Condition        Report By
 FH0585  HISTORY     - 1940     MONUMENTED       CGS
 FH0585  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0585
 FH0585                          STATION DESCRIPTION
 FH0585
 FH0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0585'1.5 MI NE FROM BRIARTOWN.
 FH0585'TO REACH FROM THE MIDLAND VALLEY RAILROAD STATION IN BRIARTOWN,
 FH0585'PROCEED NORTH ON GRADED DIRT ROAD, GO 0.5 MILE, TURN RIGHT (EAST)
 FH0585'AT CROSS-ROADS, GO 1.0 MILE.  BENCH MARK IS NEAR A T-INTERSECTION,
 FH0585'84 FEET NORTHWEST OF CENTER LINE OF THE INTERSECTION, 57 FEET
 FH0585'NORTHWEST OF A SMALL WOODEN CULVERT, 18 FEET WEST OF CENTER LINE
 FH0585'OF ROAD, 2 FEET NORTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 FH0585'PROJECTING 1.8 FEET.  MONUMENT PROJECTS 0.7 FOOT.
 FH0585
 FH0585                          STATION RECOVERY (1960)
 FH0585
 FH0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0585'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0611 ***********************************************************************
 FH0611  DESIGNATION -  R 79
 FH0611  PID         -  FH0611
 FH0611  STATE/COUNTY-  OK/MUSKOGEE
 FH0611  COUNTRY     -  US
 FH0611  USGS QUAD   -  STIGLER NE (2018)
 FH0611
 FH0611                         *CURRENT SURVEY CONTROL
 FH0611  ______________________________________________________________________
 FH0611* NAD 83(1986) POSITION- 35 29 34.47   (N) 095 07 24.90   (W)   HD_HELD1
 FH0611* NAVD 88 ORTHO HEIGHT -   145.800 (meters)      478.35  (feet) ADJUSTED
 FH0611  ______________________________________________________________________
 FH0611  GEOID HEIGHT    -        -29.914 (meters)                     GEOID18
 FH0611  DYNAMIC HEIGHT  -        145.665 (meters)      477.90  (feet) COMP
 FH0611  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 FH0611
 FH0611  VERT ORDER      -  SECOND    CLASS 0
 FH0611
 FH0611.The horizontal coordinates were determined by differentially corrected
 FH0611.hand held GPS observations or other comparable positioning techniques
 FH0611.and have an estimated accuracy of +/- 3 meters.
 FH0611
 FH0611.The orthometric height was determined by differential leveling and
 FH0611.adjusted by the NATIONAL GEODETIC SURVEY
 FH0611.in June 1991.
 FH0611
 FH0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0611.GEOID18 height accuracy estimate available here.
 FH0611
 FH0611.Click photographs - Photos may exist for this station.
 FH0611
 FH0611.The dynamic height is computed by dividing the NAVD 88
 FH0611.geopotential number by the normal gravity value computed on the
 FH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0611.degrees latitude (g = 980.6199 gals.).
 FH0611
 FH0611.The modeled gravity was interpolated from observed gravity values.
 FH0611
 FH0611;                    North         East    Units  Estimated Accuracy
 FH0611;SPC OK N     -    58,556.0     860,964.0     MT  (+/- 3 meters HH1 GPS) 
 FH0611
 FH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0737429780(NAD 83)
 FH0611
 FH0611                          SUPERSEDED SURVEY CONTROL
 FH0611
 FH0611  NGVD 29 (??/??/92)  145.680  (m)          477.95   (f) ADJ UNCH    2 0
 FH0611
 FH0611.Superseded values are not recommended for survey control.
 FH0611
 FH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0611.See file dsdata.pdf to determine how the superseded data were derived.
 FH0611
 FH0611_MARKER: DB = BENCH MARK DISK
 FH0611_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0611_SP_SET: CULVERT HEADWALL
 FH0611_STAMPING: R 79 1940
 FH0611_MARK LOGO: CGS
 FH0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0611+STABILITY: SURFACE MOTION
 FH0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0611+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2022
 FH0611
 FH0611  HISTORY     - Date     Condition        Report By
 FH0611  HISTORY     - 1940     MONUMENTED       CGS
 FH0611  HISTORY     - 1960     GOOD             CGS
 FH0611  HISTORY     - 20220329 GOOD             OKDOT
 FH0611
 FH0611                          STATION DESCRIPTION
 FH0611
 FH0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0611'1.7 MI SE FROM WEBBERS FALLS.
 FH0611'1.7 MILES SOUTHEAST OF POST OFFICE AT WEBBERS FALLS.  TO REACH
 FH0611'FROM THE POST OFFICE AT WEBBERS FALLS, PROCEED SOUTHEASTERLY
 FH0611'ON GRAVELED ROAD, GO 0.7 MILE, TURN RIGHT (SOUTH) GO 1.0 MILE.
 FH0611'BENCH MARK IS AT CROSS ROADS, 19 FEET SOUTHEAST OF CENTER LINE
 FH0611'OF INTERSECTION OF THE CROSS ROADS, SET FLUSH AND HORIZONTALLY
 FH0611'IN TOP OF AN L SHAPED CONCRETE HEADWALL OF CULVERT.
 FH0611
 FH0611                          STATION RECOVERY (1960)
 FH0611
 FH0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0611'RECOVERED IN GOOD CONDITION.
 FH0611
 FH0611                          STATION RECOVERY (2022)
 FH0611
 FH0611'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (SH)
 FH0611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0355 ***********************************************************************
 FJ0355  DESIGNATION -  R 80
 FJ0355  PID         -  FJ0355
 FJ0355  STATE/COUNTY-  OK/OKLAHOMA
 FJ0355  COUNTRY     -  US
 FJ0355  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0355
 FJ0355                         *CURRENT SURVEY CONTROL
 FJ0355  ______________________________________________________________________
 FJ0355* NAD 83(1986) POSITION- 35 23 29.     (N) 097 35 34.     (W)   SCALED
 FJ0355* NAVD 88 ORTHO HEIGHT -   390.967 (meters)     1282.70  (feet) ADJUSTED
 FJ0355  ______________________________________________________________________
 FJ0355  GEOID HEIGHT    -        -26.853 (meters)                     GEOID18
 FJ0355  DYNAMIC HEIGHT  -        390.590 (meters)     1281.46  (feet) COMP
 FJ0355  MODELED GRAVITY -    979,655.7   (mgal)                       NAVD 88
 FJ0355
 FJ0355  VERT ORDER      -  SECOND    CLASS 0
 FJ0355
 FJ0355.The horizontal coordinates were scaled from a map and have
 FJ0355.an estimated accuracy of +/- 6 seconds.
 FJ0355
 FJ0355.The orthometric height was determined by differential leveling and
 FJ0355.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0355.in August 1994.
 FJ0355
 FJ0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0355.GEOID18 height accuracy estimate available here.
 FJ0355
 FJ0355.Click photographs - Photos may exist for this station.
 FJ0355
 FJ0355.The dynamic height is computed by dividing the NAVD 88
 FJ0355.geopotential number by the normal gravity value computed on the
 FJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0355.degrees latitude (g = 980.6199 gals.).
 FJ0355
 FJ0355.The modeled gravity was interpolated from observed gravity values.
 FJ0355
 FJ0355;                    North         East    Units  Estimated Accuracy
 FJ0355;SPC OK N     -    43,500.      637,000.      MT  (+/- 180 meters Scaled)
 FJ0355
 FJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE278173(NAD 83)
 FJ0355
 FJ0355                          SUPERSEDED SURVEY CONTROL
 FJ0355
 FJ0355  NAVD 88 (06/15/91)  391.039  (m)         1282.93   (f) SUPERSEDED  2 0
 FJ0355  NGVD 29 (??/??/92)  390.903  (m)         1282.49   (f) ADJ UNCH    2 0
 FJ0355
 FJ0355.Superseded values are not recommended for survey control.
 FJ0355
 FJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0355.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0355
 FJ0355_MARKER: DB = BENCH MARK DISK
 FJ0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0355_SP_SET: CULVERT HEADWALL
 FJ0355_STAMPING: R 80 1957
 FJ0355_MARK LOGO: CGS
 FJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0355+STABILITY: SURFACE MOTION
 FJ0355
 FJ0355  HISTORY     - Date     Condition        Report By
 FJ0355  HISTORY     - 1957     MONUMENTED       CGS
 FJ0355  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0355  HISTORY     - 19940303 MARK NOT FOUND   NGS
 FJ0355
 FJ0355                          STATION DESCRIPTION
 FJ0355
 FJ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FJ0355'0.5 MI SE FROM WILL ROGERS AIRPORT.
 FJ0355'LOCATED 0.53 MILES SOUTHEAST OF THE ADMINISTRATION BUILDING
 FJ0355'AT WILL ROGERS AIRPORT AND 0.25 MILES EAST ALONG S.W. 74 TH
 FJ0355'ST. FROM ITS INTERSECTION WITH U.S. RT. 62.  TO REACH FROM
 FJ0355'THE INTERSECTION OF U.S. RT. 77 AND S.W. 74 TH ST. GO 4.85
 FJ0355'MILES WEST ALONG S.W. 74 TH ST. TO A CONCRETE CULVERT.  MARK
 FJ0355'IS SET IN THE TOP OF THE SOUTH HEADWALL, 9.9 FT. SOUTH OF THE
 FJ0355'CENTER LINE OF THE ROAD AND ABOUT 0.6 FT. ABOVE ROAD ELEVATION.
 FJ0355
 FJ0355                          STATION RECOVERY (1985)
 FJ0355
 FJ0355'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0355'MARK NOT FOUND.
 FJ0355
 FJ0355                          STATION RECOVERY (1994)
 FJ0355
 FJ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0307 ***********************************************************************
 GJ0307  DESIGNATION -  R 81
 GJ0307  PID         -  GJ0307
 GJ0307  STATE/COUNTY-  OK/ELLIS
 GJ0307  COUNTRY     -  US
 GJ0307  USGS QUAD   -  GAGE (2018)
 GJ0307
 GJ0307                         *CURRENT SURVEY CONTROL
 GJ0307  ______________________________________________________________________
 GJ0307* NAD 83(1993) POSITION- 36 17 42.17730(N) 099 46 25.86917(W)   ADJUSTED
 GJ0307* NAD 83(1993) ELLIP HT-   642.629 (meters)        (11/28/94)   ADJUSTED
 GJ0307* NAVD 88 ORTHO HEIGHT -   670.720 (meters)     2200.52  (feet) ADJUSTED
 GJ0307  ______________________________________________________________________
 GJ0307  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 GJ0307  NAD 83(1993) X  -   -873,788.397 (meters)                     COMP
 GJ0307  NAD 83(1993) Y  - -5,072,495.756 (meters)                     COMP
 GJ0307  NAD 83(1993) Z  -  3,755,008.961 (meters)                     COMP
 GJ0307  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 GJ0307  DYNAMIC HEIGHT  -        670.046 (meters)     2198.31  (feet) COMP
 GJ0307  MODELED GRAVITY -    979,605.8   (mgal)                       NAVD 88
 GJ0307
 GJ0307  HORZ ORDER      -  SECOND
 GJ0307  VERT ORDER      -  FIRST     CLASS II
 GJ0307  ELLP ORDER      -  FIFTH     CLASS I
 GJ0307
 GJ0307.This mark is at Gage Airport (GAG)
 GJ0307
 GJ0307.The horizontal coordinates were established by classical geodetic methods
 GJ0307.and adjusted by the National Geodetic Survey in November 1994.
 GJ0307
 GJ0307.The orthometric height was determined by differential leveling and
 GJ0307.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0307.in June 1991.
 GJ0307
 GJ0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0307.GEOID18 height accuracy estimate available here.
 GJ0307
 GJ0307.Click photographs - Photos may exist for this station.
 GJ0307
 GJ0307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0307
 GJ0307.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0307
 GJ0307.The ellipsoidal height was determined by GPS observations
 GJ0307.and is referenced to NAD 83.
 GJ0307
 GJ0307.The dynamic height is computed by dividing the NAVD 88
 GJ0307.geopotential number by the normal gravity value computed on the
 GJ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0307.degrees latitude (g = 980.6199 gals.).
 GJ0307
 GJ0307.The modeled gravity was interpolated from observed gravity values.
 GJ0307
 GJ0307. The following values were computed from the NAD 83(1993) position.
 GJ0307
 GJ0307;                    North         East     Units Scale Factor Converg.
 GJ0307;SPC OK N     -   145,145.507   440,677.964   MT  0.99994788   -1 02 48.6
 GJ0307;SPC OK N     -   476,198.22  1,445,790.95   sFT  0.99994788   -1 02 48.6
 GJ0307;UTM  14      - 4,016,952.311   430,514.597   MT  0.99965949   -0 27 29.1
 GJ0307
 GJ0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0307!SPC OK N     -   0.99989915  x   0.99994788  =   0.99984704
 GJ0307!UTM  14      -   0.99989915  x   0.99965949  =   0.99955868
 GJ0307
 GJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3051416952(NAD 83)
 GJ0307
 GJ0307                          SUPERSEDED SURVEY CONTROL
 GJ0307
 GJ0307  NAD 83(1986)-  36 17 42.18386(N)    099 46 25.85803(W) AD(       ) 2
 GJ0307  NAD 27      -  36 17 42.04393(N)    099 46 24.43233(W) AD(       ) 2
 GJ0307  NGVD 29 (??/??/92)  670.429  (m)         2199.57   (f) ADJ UNCH    1 2
 GJ0307  NGVD 29             670.43   (m)         2199.6    (f) LEVELING    3  
 GJ0307
 GJ0307.Superseded values are not recommended for survey control.
 GJ0307
 GJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0307.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0307
 GJ0307_MARKER: DB = BENCH MARK DISK
 GJ0307_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GJ0307_SP_SET: CONCRETE PORCH
 GJ0307_STAMPING: R 81 1945
 GJ0307_MARK LOGO: CGS
 GJ0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0307+STABILITY: SURFACE MOTION
 GJ0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0307+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1989
 GJ0307
 GJ0307  HISTORY     - Date     Condition        Report By
 GJ0307  HISTORY     - 1945     MONUMENTED       CGS
 GJ0307  HISTORY     - 1963     GOOD             CGS
 GJ0307  HISTORY     - 1963     GOOD             CGS
 GJ0307  HISTORY     - 19890428 GOOD             NGS
 GJ0307
 GJ0307                          STATION DESCRIPTION
 GJ0307
 GJ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0307'2.4 MI SW FROM GAGE.
 GJ0307'IT IS 2.4 MILES SOUTHWEST OF GAGE, AT THE GAGE MUNICIPAL AIRPORT,
 GJ0307'IN THE CONCRETE FLOOR INSIDE THE FIRE STATION.  IT IS NEAR THE
 GJ0307'CENTER OF THE WEST END OF THE BUILDING AND IS 1 FOOT INSIDE THE
 GJ0307'ENTRANCE DOORS.
 GJ0307
 GJ0307                          STATION RECOVERY (1963)
 GJ0307
 GJ0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 46
 GJ0307'AT THE SOUTH EDGE OF GAGE, GO SOUTH ON HIGHWAY 46 FOR 0.75 MILE TO A
 GJ0307'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.65 MILE TO
 GJ0307'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 0.2 MILE TO A
 GJ0307'GATE AT A SIGN AIRPORT.  TURN RIGHT AND CONTINUE WESTERLY ON A
 GJ0307'WINDING ROAD FOR 0.5 MILE TO THE ADMISITRATION BUILDING AND
 GJ0307'THE STATION.
 GJ0307'
 GJ0307'BENCH MARK R 81 IS A STANDARD DISK, STAMPED R 81 1945, CEMENTED IN
 GJ0307'A DRILL HOLE IN THE CONCRETE PATIO OF THE ADMINSTRATION BUILDING.
 GJ0307'IT IS 21.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING
 GJ0307'AND 34.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 GJ0307
 GJ0307                          STATION RECOVERY (1963)
 GJ0307
 GJ0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0307'RECOVERED IN GOOD CONDITION.
 GJ0307
 GJ0307                          STATION RECOVERY (1989)
 GJ0307
 GJ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GJ0307'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 GJ0307'FOLLOWS.
 GJ0307'THE STATION IS LOCATED ABOUT 18.0 KM (11.20 MI) NORTH OF ARNETT, 9.7
 GJ0307'KM (6.05 MI) EAST-NORTHEAST OF SHATTUCK AND 3.2 KM (2.00 MI) SOUTHWEST
 GJ0307'OF GAGE.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GJ0307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 46
 GJ0307'(NORTH MAIN STREET) IN GAGE, GO SOUTHWEST ON HIGHWAY 15 FOR 1.1 KM
 GJ0307'(0.70 MI) TO A PAVED CROSSROAD.  TURN LEFT AND GO SOUTH ON AIRPORT
 GJ0307'ROAD FOR 1.9 KM (1.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 GJ0307'AND GO WESTERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.7 KM (0.45 MI) TO A
 GJ0307'GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM
 GJ0307'(0.05 MI) TO A FORK.  BEAR RIGHT AND GO WESTERLY ON THE GRAVELED ROAD,
 GJ0307'PASSING BETWEEN TWO HANGERS FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 GJ0307'RIGHT, AT THE OLD AIRPORT OFFICE BUILDING, IN THE CENTER OF THE WEST
 GJ0307'EDGE OF A 12 FEET BY 24 FEET CONCRETE PORCH.
 GJ0307'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE PORCH
 GJ0307'THAT IS FLUSH WITH THE GROUND.  LOCATED 24.6 M (80.7 FT) EAST OF THE
 GJ0307'NORTHEAST CORNER OF THE PARKING LOT, 10.4 M (34.1 FT) SOUTHWEST OF THE
 GJ0307'NORTHWEST CORNER OF THE BUILDING, 6.6 M (21.7 FT) NORTHWEST OF THE
 GJ0307'SOUTHWEST CORNER OF THE BUILDING AND 4.25 M (13.9 FT) WEST OF THE WEST
 GJ0307'FACE OF THE BUILDING.
 GJ0307'DESCRIBED BY E.J. HANSMANN, TYPED BY HJS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0509 ***********************************************************************
 FJ0509  DESIGNATION -  R 9
 FJ0509  PID         -  FJ0509
 FJ0509  STATE/COUNTY-  OK/OKLAHOMA
 FJ0509  COUNTRY     -  US
 FJ0509  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0509
 FJ0509                         *CURRENT SURVEY CONTROL
 FJ0509  ______________________________________________________________________
 FJ0509* NAD 83(1986) POSITION- 35 27 24.     (N) 097 31 31.     (W)   SCALED
 FJ0509* NAVD 88 ORTHO HEIGHT -   361.639 (meters)     1186.48  (feet) POSTED
 FJ0509  ______________________________________________________________________
 FJ0509  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 FJ0509  DYNAMIC HEIGHT  -        361.29  (meters)     1185.3   (feet) COMP
 FJ0509  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 FJ0509
 FJ0509  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0509
 FJ0509.The horizontal coordinates were scaled from a map and have
 FJ0509.an estimated accuracy of +/- 6 seconds.
 FJ0509
 FJ0509.The orthometric height was determined by differential leveling
 FJ0509.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0509
 FJ0509.* This is a POSTED BENCH MARK height.
 FJ0509
 FJ0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0509.GEOID18 height accuracy estimate available here.
 FJ0509
 FJ0509.Click photographs - Photos may exist for this station.
 FJ0509
 FJ0509.The dynamic height is computed by dividing the NAVD 88
 FJ0509.geopotential number by the normal gravity value computed on the
 FJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0509.degrees latitude (g = 980.6199 gals.).
 FJ0509
 FJ0509.The modeled gravity was interpolated from observed gravity values.
 FJ0509
 FJ0509;                    North         East    Units  Estimated Accuracy
 FJ0509;SPC OK N     -    50,770.      643,100.      MT  (+/- 180 meters Scaled)
 FJ0509
 FJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE338246(NAD 83)
 FJ0509
 FJ0509                          SUPERSEDED SURVEY CONTROL
 FJ0509
 FJ0509  NAVD 88 (06/15/91)  361.712  (m)         1186.72   (f) SUPERSEDED  1 2
 FJ0509  NGVD 29 (??/??/92)  361.576  (m)         1186.27   (f) ADJ UNCH    1 2
 FJ0509
 FJ0509.Superseded values are not recommended for survey control.
 FJ0509
 FJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0509.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0509
 FJ0509_MARKER: DB = BENCH MARK DISK
 FJ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0509_STAMPING: R 9 1933
 FJ0509_MARK LOGO: CGS
 FJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0509+STABILITY: SURFACE MOTION
 FJ0509
 FJ0509  HISTORY     - Date     Condition        Report By
 FJ0509  HISTORY     - 1933     MONUMENTED       CGS
 FJ0509  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0509  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0509
 FJ0509                          STATION DESCRIPTION
 FJ0509
 FJ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0509'IN OKLAHOMA CITY.
 FJ0509'IN OKLAHOMA CITY, ABOUT 700 METERS W. OF THE FRISCO - ROCK ISLAND
 FJ0509'R.R. PASSENGER DEPOT, AT S. SHARTEL AVE GRADE CROSSING, IN THE
 FJ0509'N.E. CORNER OF WHEELER PARK, 32 FEET S. OF THE CENTERLINE OF
 FJ0509'NEAREST RAILROAD TRACK, 5.7 FEET W. OF A 20 IN ELM TREE.  45.3
 FJ0509'FT W OF CENTERLINE OF SHARTELL AVE.
 FJ0509
 FJ0509                          STATION RECOVERY (1984)
 FJ0509
 FJ0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0509'SEARCHED FOR AND NOT RECOVERED THIS DATE, AREA DESCRIBED WAS FOUND TO
 FJ0509'HAVE FOUR TO FIVE FEET OF FILL DIRT AND ROCK.
 FJ0509
 FJ0509                          STATION RECOVERY (1985)
 FJ0509
 FJ0509'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0487 ***********************************************************************
 EM0487  DESIGNATION -  R 96
 EM0487  PID         -  EM0487
 EM0487  STATE/COUNTY-  OK/GREER
 EM0487  COUNTRY     -  US
 EM0487  USGS QUAD   -  MANGUM NORTH (2018)
 EM0487
 EM0487                         *CURRENT SURVEY CONTROL
 EM0487  ______________________________________________________________________
 EM0487* NAD 83(1986) POSITION- 34 53 55.     (N) 099 30 10.     (W)   SCALED
 EM0487* NAVD 88 ORTHO HEIGHT -   485.796 (meters)     1593.82  (feet) POSTED
 EM0487  ______________________________________________________________________
 EM0487  GEOID HEIGHT    -        -26.537 (meters)                     GEOID18
 EM0487  DYNAMIC HEIGHT  -        485.29  (meters)     1592.2   (feet) COMP
 EM0487  MODELED GRAVITY -    979,580.8   (mgal)                       NAVD 88
 EM0487
 EM0487  VERT ORDER      -  * POSTED, SEE BELOW
 EM0487
 EM0487.The horizontal coordinates were scaled from a map and have
 EM0487.an estimated accuracy of +/- 6 seconds.
 EM0487
 EM0487.The orthometric height was determined by differential leveling
 EM0487.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0487
 EM0487.* This is a POSTED BENCH MARK height.
 EM0487
 EM0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0487.GEOID18 height accuracy estimate available here.
 EM0487
 EM0487.Click photographs - Photos may exist for this station.
 EM0487
 EM0487.The dynamic height is computed by dividing the NAVD 88
 EM0487.geopotential number by the normal gravity value computed on the
 EM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0487.degrees latitude (g = 980.6199 gals.).
 EM0487
 EM0487.The modeled gravity was interpolated from observed gravity values.
 EM0487
 EM0487;                    North         East    Units  Estimated Accuracy
 EM0487;SPC OK S     -   174,650.      462,660.      MT  (+/- 180 meters Scaled)
 EM0487
 EM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD540619(NAD 83)
 EM0487
 EM0487                          SUPERSEDED SURVEY CONTROL
 EM0487
 EM0487  NGVD 29 (??/??/92)  485.595  (m)         1593.16   (f) ADJ UNCH    2 0
 EM0487
 EM0487.Superseded values are not recommended for survey control.
 EM0487
 EM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0487.See file dsdata.pdf to determine how the superseded data were derived.
 EM0487
 EM0487_MARKER: DB = BENCH MARK DISK
 EM0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0487_SP_SET: CULVERT HEADWALL
 EM0487_STAMPING: R 96 1934
 EM0487_MARK LOGO: CGS
 EM0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0487+STABILITY: SURFACE MOTION
 EM0487
 EM0487  HISTORY     - Date     Condition        Report By
 EM0487  HISTORY     - 1934     MONUMENTED       CGS
 EM0487  HISTORY     - 1963     GOOD             CGS
 EM0487
 EM0487                          STATION DESCRIPTION
 EM0487
 EM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0487'2.2 MI. W. OF MANGUM ALONG STATE NO. 9 AT JUNCTION OF U.S. NO. 283,
 EM0487'ABOUT 30 YDS, N.W. OF JUNCTION OF NO. 9 AND NO. 283, 18 FT. S.W.
 EM0487'CENTER LINE OF HWY, AND SET IN 16 IN. CONC. CULVERT IN MIDDLE OF W.
 EM0487'ABUTMENT.
 EM0487
 EM0487                          STATION RECOVERY (1963)
 EM0487
 EM0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0455 ***********************************************************************
 EM0455  DESIGNATION -  R 97
 EM0455  PID         -  EM0455
 EM0455  STATE/COUNTY-  OK/HARMON
 EM0455  COUNTRY     -  US
 EM0455  USGS QUAD   -  MCQUEEN (2018)
 EM0455
 EM0455                         *CURRENT SURVEY CONTROL
 EM0455  ______________________________________________________________________
 EM0455* NAD 83(1986) POSITION- 34 39 34.     (N) 099 42 01.     (W)   SCALED
 EM0455* NAVD 88 ORTHO HEIGHT -   470.788 (meters)     1544.58  (feet) POSTED
 EM0455  ______________________________________________________________________
 EM0455  GEOID HEIGHT    -        -27.860 (meters)                     GEOID18
 EM0455  DYNAMIC HEIGHT  -        470.27  (meters)     1542.9   (feet) COMP
 EM0455  MODELED GRAVITY -    979,526.7   (mgal)                       NAVD 88
 EM0455
 EM0455  VERT ORDER      -  * POSTED, SEE BELOW
 EM0455
 EM0455.The horizontal coordinates were scaled from a map and have
 EM0455.an estimated accuracy of +/- 6 seconds.
 EM0455
 EM0455.The orthometric height was determined by differential leveling
 EM0455.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0455
 EM0455.* This is a POSTED BENCH MARK height.
 EM0455
 EM0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0455.GEOID18 height accuracy estimate available here.
 EM0455
 EM0455.Click photographs - Photos may exist for this station.
 EM0455
 EM0455.The dynamic height is computed by dividing the NAVD 88
 EM0455.geopotential number by the normal gravity value computed on the
 EM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0455.degrees latitude (g = 980.6199 gals.).
 EM0455
 EM0455.The modeled gravity was interpolated from observed gravity values.
 EM0455
 EM0455;                    North         East    Units  Estimated Accuracy
 EM0455;SPC OK S     -   148,410.      444,160.      MT  (+/- 180 meters Scaled)
 EM0455
 EM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD358355(NAD 83)
 EM0455
 EM0455                          SUPERSEDED SURVEY CONTROL
 EM0455
 EM0455  NGVD 29 (??/??/92)  470.563  (m)         1543.84   (f) ADJ UNCH    2 0
 EM0455
 EM0455.Superseded values are not recommended for survey control.
 EM0455
 EM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0455.See file dsdata.pdf to determine how the superseded data were derived.
 EM0455
 EM0455_MARKER: DB = BENCH MARK DISK
 EM0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0455_STAMPING: R 97 1934
 EM0455_MARK LOGO: CGS
 EM0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0455+STABILITY: SURFACE MOTION
 EM0455
 EM0455  HISTORY     - Date     Condition        Report By
 EM0455  HISTORY     - 1934     MONUMENTED       CGS
 EM0455  HISTORY     - 1963     GOOD             CGS
 EM0455  HISTORY     - 1978     GOOD             DOD
 EM0455
 EM0455                          STATION DESCRIPTION
 EM0455
 EM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0455'7.4 MI W FROM DUKE.
 EM0455'7.4 MI. W. OF ALONG M.K.T. RAILROAD AT MCQUEEN SIDING, 1 POLE N. OF
 EM0455'MILE POST NO. 98, 43 FT. E. OF LOADING PLATFORM, 36 FT. N. CENTERLINE
 EM0455'OF MIAN TRACK, AND 2 FT. S. OF TELEGRAPH POLE.
 EM0455
 EM0455                          STATION RECOVERY (1963)
 EM0455
 EM0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0455'RECOVERED IN GOOD CONDITION.
 EM0455
 EM0455                          STATION RECOVERY (1978)
 EM0455
 EM0455'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EM0455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0466 ***********************************************************************
 EK0466  DESIGNATION -  R 99
 EK0466  PID         -  EK0466
 EK0466  STATE/COUNTY-  OK/MCCURTAIN
 EK0466  COUNTRY     -  US
 EK0466  USGS QUAD   -  CLEBIT (2019)
 EK0466
 EK0466                         *CURRENT SURVEY CONTROL
 EK0466  ______________________________________________________________________
 EK0466* NAD 83(1986) POSITION- 34 22 36.     (N) 095 02 26.     (W)   SCALED
 EK0466* NAVD 88 ORTHO HEIGHT -   264.389 (meters)      867.42  (feet) ADJUSTED
 EK0466  ______________________________________________________________________
 EK0466  GEOID HEIGHT    -        -30.950 (meters)                     GEOID18
 EK0466  DYNAMIC HEIGHT  -        264.095 (meters)      866.45  (feet) COMP
 EK0466  MODELED GRAVITY -    979,517.1   (mgal)                       NAVD 88
 EK0466
 EK0466  VERT ORDER      -  SECOND    CLASS 0
 EK0466
 EK0466.The horizontal coordinates were scaled from a map and have
 EK0466.an estimated accuracy of +/- 6 seconds.
 EK0466
 EK0466.The orthometric height was determined by differential leveling and
 EK0466.adjusted by the NATIONAL GEODETIC SURVEY
 EK0466.in June 1991.
 EK0466
 EK0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0466.GEOID18 height accuracy estimate available here.
 EK0466
 EK0466.Click photographs - Photos may exist for this station.
 EK0466
 EK0466.The dynamic height is computed by dividing the NAVD 88
 EK0466.geopotential number by the normal gravity value computed on the
 EK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0466.degrees latitude (g = 980.6199 gals.).
 EK0466
 EK0466.The modeled gravity was interpolated from observed gravity values.
 EK0466
 EK0466;                    North         East    Units  Estimated Accuracy
 EK0466;SPC OK S     -   119,720.      872,140.      MT  (+/- 180 meters Scaled)
 EK0466
 EK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU123058(NAD 83)
 EK0466
 EK0466                          SUPERSEDED SURVEY CONTROL
 EK0466
 EK0466  NGVD 29 (??/??/92)  264.312  (m)          867.16   (f) ADJ UNCH    2 0
 EK0466
 EK0466.Superseded values are not recommended for survey control.
 EK0466
 EK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0466.See file dsdata.pdf to determine how the superseded data were derived.
 EK0466
 EK0466_MARKER: DB = BENCH MARK DISK
 EK0466_SETTING: 80 = SET IN A BOULDER
 EK0466_STAMPING: R 99 1960
 EK0466_MARK LOGO: CGS
 EK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0466+STABILITY: SURFACE MOTION
 EK0466
 EK0466  HISTORY     - Date     Condition        Report By
 EK0466  HISTORY     - 1960     MONUMENTED       CGS
 EK0466
 EK0466                          STATION DESCRIPTION
 EK0466
 EK0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0466'2.2 MI SW FROM PICKENS.
 EK0466'ABOUT 0.6 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0466'AT PICKENS, THENCE 1.65 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 EK0466'IN SECTION 18, R 22 E, T 2 S, SET IN THE TOP OF A ROCK BOULDER
 EK0466'WHICH PROJECTS 2 INCHES ABOVE THE GROUND, 61 FEET SOUTHEAST OF
 EK0466'THE CENTER LINE OF THE ROAD, ABOUT 250 FEET NORTHEAST OF A
 EK0466'Y JUNCTION OF A ROAD LEADING SOUTH, AND ABOUT 4 FEET ABOVE THE
 EK0466'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0434 ***********************************************************************
 EK0434  DESIGNATION -  R BOLT
 EK0434  PID         -  EK0434
 EK0434  STATE/COUNTY-  OK/LE FLORE
 EK0434  COUNTRY     -  US
 EK0434  USGS QUAD   -  TALIHINA (2018)
 EK0434
 EK0434                         *CURRENT SURVEY CONTROL
 EK0434  ______________________________________________________________________
 EK0434* NAD 83(1986) POSITION- 34 48 58.     (N) 095 01 51.     (W)   SCALED
 EK0434* NAVD 88 ORTHO HEIGHT -   268.501 (meters)      880.91  (feet) ADJUSTED
 EK0434  ______________________________________________________________________
 EK0434  GEOID HEIGHT    -        -31.671 (meters)                     GEOID18
 EK0434  DYNAMIC HEIGHT  -        268.219 (meters)      879.98  (feet) COMP
 EK0434  MODELED GRAVITY -    979,575.5   (mgal)                       NAVD 88
 EK0434
 EK0434  VERT ORDER      -  SECOND    CLASS 0
 EK0434
 EK0434.The horizontal coordinates were scaled from a map and have
 EK0434.an estimated accuracy of +/- 6 seconds.
 EK0434
 EK0434.The orthometric height was determined by differential leveling and
 EK0434.adjusted by the NATIONAL GEODETIC SURVEY
 EK0434.in June 1991.
 EK0434
 EK0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0434.GEOID18 height accuracy estimate available here.
 EK0434
 EK0434.Click photographs - Photos may exist for this station.
 EK0434
 EK0434.The dynamic height is computed by dividing the NAVD 88
 EK0434.geopotential number by the normal gravity value computed on the
 EK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0434.degrees latitude (g = 980.6199 gals.).
 EK0434
 EK0434.The modeled gravity was interpolated from observed gravity values.
 EK0434
 EK0434;                    North         East    Units  Estimated Accuracy
 EK0434;SPC OK S     -   168,470.      871,600.      MT  (+/- 180 meters Scaled)
 EK0434
 EK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU142545(NAD 83)
 EK0434
 EK0434                          SUPERSEDED SURVEY CONTROL
 EK0434
 EK0434  NGVD 29 (??/??/92)  268.372  (m)          880.48   (f) ADJ UNCH    2 0
 EK0434
 EK0434.Superseded values are not recommended for survey control.
 EK0434
 EK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0434.See file dsdata.pdf to determine how the superseded data were derived.
 EK0434
 EK0434_MARKER: B = BOLT
 EK0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EK0434_SP_SET: RR JOINT
 EK0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0434
 EK0434  HISTORY     - Date     Condition        Report By
 EK0434  HISTORY     - UNK      MONUMENTED       SLSFRR
 EK0434  HISTORY     - 1934     GOOD             CGS
 EK0434
 EK0434                          STATION DESCRIPTION
 EK0434
 EK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0434'AT BENGAL.
 EK0434'IN LE FLORE COUNTY, ABOUT 2.6 MILES SOUTH ALONG THE ST. LOUIS-SAN
 EK0434'FRANCISCO RAILWAY FROM THE STATION AT BENGAL, LATIMER COUNTY,
 EK0434'ABOUT 5 POLES SOUTH OF MILEPOST 478, AND AT A JOINT.  THE TOP
 EK0434'OF A BOLT HEAD, PAINTED WHITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS3021 ***********************************************************************
 DS3021  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3021  DESIGNATION -  R-66-1175
 DS3021  PID         -  DS3021
 DS3021  STATE/COUNTY-  OK/ROGERS
 DS3021  COUNTRY     -  US
 DS3021  USGS QUAD   -  CATOOSA (2019)
 DS3021
 DS3021                         *CURRENT SURVEY CONTROL
 DS3021  ______________________________________________________________________
 DS3021* NAD 83(2011) POSITION- 36 09 50.65144(N) 095 38 11.01026(W)   ADJUSTED
 DS3021* NAD 83(2011) ELLIP HT-   158.391 (meters)        (09/24/24)   ADJUSTED
 DS3021* NAD 83(2011) EPOCH   -  2010.00
 DS3021* NAVD 88 ORTHO HEIGHT -   187.60  (meters)      615.5   (feet) GPS OBS
 DS3021  ______________________________________________________________________
 DS3021  GEOID HEIGHT    -        -29.200 (meters)                     GEOID18
 DS3021  NAD 83(2011) X  -   -506,338.103 (meters)                     COMP
 DS3021  NAD 83(2011) Y  - -5,130,479.532 (meters)                     COMP
 DS3021  NAD 83(2011) Z  -  3,742,998.178 (meters)                     COMP
 DS3021  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 DS3021
 DS3021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3021  Standards:
 DS3021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3021  -------------------------------------------------------------------
 DS3021  NETWORK    0.46   0.90           0.20   0.17   0.46      0.01011098
 DS3021  -------------------------------------------------------------------
 DS3021  Click here for local accuracies and other accuracy information.
 DS3021
 DS3021.The horizontal coordinates were established by GPS observations
 DS3021.and adjusted by the OK DEPT OF TRANSP in September 2024.
 DS3021
 DS3021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3021.been affixed to the stable North American tectonic plate. See 
 DS3021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3021
 DS3021.The horizontal coordinates are valid at the epoch date displayed above
 DS3021.which is a decimal equivalence of Year/Month/Day.
 DS3021
 DS3021.The orthometric height was determined by GPS observations and a
 DS3021.high-resolution geoid model using precise GPS observation and
 DS3021.processing techniques.
 DS3021
 DS3021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3021.GEOID18 height accuracy estimate available here.
 DS3021
 DS3021.Click photographs - Photos may exist for this station.
 DS3021
 DS3021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3021
 DS3021.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3021
 DS3021.The ellipsoidal height was determined by GPS observations
 DS3021.and is referenced to NAD 83.
 DS3021
 DS3021. The following values were computed from the NAD 83(2011) position.
 DS3021
 DS3021;                    North         East     Units Scale Factor Converg.
 DS3021;SPC OK N     -   131,745.352   812,636.715   MT  0.99994541   +1 23 41.6
 DS3021;SPC OK N     -   432,234.54  2,666,125.62   sFT  0.99994541   +1 23 41.6
 DS3021;UTM  15      - 4,005,367.316   262,855.813   MT  1.00029298   -1 33 23.3
 DS3021
 DS3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3021!SPC OK N     -   0.99997514  x   0.99994541  =   0.99992055
 DS3021!UTM  15      -   0.99997514  x   1.00029298  =   1.00026811
 DS3021
 DS3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6285505367(NAD 83)
 DS3021
 DS3021                          SUPERSEDED SURVEY CONTROL
 DS3021
 DS3021.No superseded survey control is available for this station.
 DS3021
 DS3021_MARKER: DB = BENCH MARK DISK
 DS3021_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DS3021_SP_SET: 3 IN ALUM CAP ON STEEL ROD WITH
 DS3021_STAMPING: SWO5026 R-66-1175 2013 CA4049
 DS3021_MARK LOGO: LOCENG
 DS3021_PROJECTION: FLUSH
 DS3021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DS3021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3021+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2024
 DS3021
 DS3021  HISTORY     - Date     Condition        Report By
 DS3021  HISTORY     - 20140124 MONUMENTED       LOCSUR
 DS3021  HISTORY     - 20240827 GOOD             OKDOT
 DS3021
 DS3021                          STATION DESCRIPTION
 DS3021
 DS3021'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DS3021'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH OF CLAREMORE, 7.2 MI
 DS3021'(11.6 KM) WEST OF INOLA AND 6.3 MI (10.1 KM) EAST-SOUTHEAST OF
 DS3021'CATOOSA.
 DS3021'
 DS3021'FROM THE I44 AND US 412 JUNCTION HEAD EAST APPROXIMATELY 5.33 MI (8.58
 DS3021'KM) TO SH412P.  THE MONUMENT IS ON THE SOUTHWEST QUADRANT
 DS3021'APPROXIMATELY 40 FT (12.2 M) EAST OF THE TOP OF BANK.
 DS3021'
 DS3021'THE MONUMENT IS APPROXIMATELY 102 FT (31.1 M) SOUTH OF THE EASTBOUND
 DS3021'US412 SOUTH EDGE OF CONCRETE AND APPROXIMATELY 117 FT (35.7 M) EAST OF
 DS3021'THE EAST EDGE OF CONCRETE FOR OK412P.
 DS3021'
 DS3021'THERE IS A PECAN TREE APPROXIMATELY 184' SOUTH-SOUTHWEST OF THE
 DS3021'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DS1524 ***********************************************************************
 DS1524  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1524  DESIGNATION -  R-66-969
 DS1524  PID         -  DS1524
 DS1524  STATE/COUNTY-  OK/ROGERS
 DS1524  COUNTRY     -  US
 DS1524  USGS QUAD   -  SAGEEYAH (2018)
 DS1524
 DS1524                         *CURRENT SURVEY CONTROL
 DS1524  ______________________________________________________________________
 DS1524* NAD 83(2011) POSITION- 36 15 25.04000(N) 095 39 37.99945(W)   ADJUSTED
 DS1524* NAD 83(2011) ELLIP HT-   157.124 (meters)        (03/04/24)   ADJUSTED
 DS1524* NAD 83(2011) EPOCH   -  2010.00
 DS1524* NAVD 88 ORTHO HEIGHT -   186.33  (meters)      611.3   (feet) GPS OBS
 DS1524  ______________________________________________________________________
 DS1524  GEOID HEIGHT    -        -29.196 (meters)                     GEOID18
 DS1524  NAD 83(2011) X  -   -507,901.079 (meters)                     COMP
 DS1524  NAD 83(2011) Y  - -5,124,205.238 (meters)                     COMP
 DS1524  NAD 83(2011) Z  -  3,751,313.752 (meters)                     COMP
 DS1524  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DS1524
 DS1524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1524  Standards:
 DS1524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1524  -------------------------------------------------------------------
 DS1524  NETWORK    0.39   0.41           0.17   0.15   0.21      0.01762564
 DS1524  -------------------------------------------------------------------
 DS1524  Click here for local accuracies and other accuracy information.
 DS1524
 DS1524.The horizontal coordinates were established by GPS observations
 DS1524.and adjusted by the OK DEPT OF TRANSP in March 2024.
 DS1524
 DS1524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1524.been affixed to the stable North American tectonic plate. See 
 DS1524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1524
 DS1524.The horizontal coordinates are valid at the epoch date displayed above
 DS1524.which is a decimal equivalence of Year/Month/Day.
 DS1524
 DS1524.The orthometric height was determined by GPS observations and a
 DS1524.high-resolution geoid model using precise GPS observation and
 DS1524.processing techniques.
 DS1524
 DS1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1524.GEOID18 height accuracy estimate available here.
 DS1524
 DS1524.Click photographs - Photos may exist for this station.
 DS1524
 DS1524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1524
 DS1524.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1524
 DS1524.The ellipsoidal height was determined by GPS observations
 DS1524.and is referenced to NAD 83.
 DS1524
 DS1524. The following values were computed from the NAD 83(2011) position.
 DS1524
 DS1524;                    North         East     Units Scale Factor Converg.
 DS1524;SPC OK N     -   141,996.018   810,214.989   MT  0.99994662   +1 22 50.2
 DS1524;SPC OK N     -   465,865.27  2,658,180.34   sFT  0.99994662   +1 22 50.2
 DS1524;UTM  15      - 4,015,732.788   260,964.731   MT  1.00030406   -1 34 27.2
 DS1524
 DS1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1524!SPC OK N     -   0.99997534  x   0.99994662  =   0.99992196
 DS1524!UTM  15      -   0.99997534  x   1.00030406  =   1.00027939
 DS1524
 DS1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6096415732(NAD 83)
 DS1524
 DS1524                          SUPERSEDED SURVEY CONTROL
 DS1524
 DS1524.No superseded survey control is available for this station.
 DS1524
 DS1524_MARKER: DB = BENCH MARK DISK
 DS1524_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1524_SP_SET: SET IN CENTER OF HEADWALL FOR A
 DS1524_STAMPING: R-66-969
 DS1524_MARK LOGO: OKDOT
 DS1524_PROJECTION: FLUSH
 DS1524_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1524+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2024
 DS1524
 DS1524  HISTORY     - Date     Condition        Report By
 DS1524  HISTORY     - 20040812 MONUMENTED       OKDOT
 DS1524  HISTORY     - 20240131 GOOD             OKDOT
 DS1524
 DS1524                          STATION DESCRIPTION
 DS1524
 DS1524'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DS1524'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF SAGEEYAH, 6.7 MI
 DS1524'(10.8 KM) NORTHEAST OF CATOOSA AND 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF
 DS1524'CLAREMORE.
 DS1524'
 DS1524'FROM THE SH-266 AND SH-66 INTERSECTION GO NORTHEAST ALONG SH-66 GO
 DS1524'APPROXIMATELY 4, 925' AND THE MONUMENT WILL BE ON THE LEFT IN THE
 DS1524'CENTER MEDIAN OF THE HIGHWAY ACROSS FROM E. SPOTTED HORSE DRIVE.
 DS1524'
 DS1524'THE MONUMENT IS APPROXIMATELY 2 FT (0.6 M) WEST-NORTHWEST OF A ONE WAY
 DS1524'SIGN.  IT IS APPROXIMATELY 26' SOUTHWEST SOUTH OF THE CENTERLINE OF A
 DS1524'MEDIAN OPENING.  IT IS APPROXIMATELY 26 FT (7.9 M) FROM THE EASTBOUND
 DS1524'SH-66 WEST EDGE OF ASPHALT AND 32 FT (9.8 M) EAST-SOUTHEAST OF THE
 DS1524'WESTBOUND SH-66 WEST EDGE OF ASPHALT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0638 ***********************************************************************
 EM0638  DESIGNATION -  RABBIT
 EM0638  PID         -  EM0638
 EM0638  STATE/COUNTY-  OK/COMANCHE
 EM0638  COUNTRY     -  US
 EM0638  USGS QUAD   -  FORT SILL (2018)
 EM0638
 EM0638                         *CURRENT SURVEY CONTROL
 EM0638  ______________________________________________________________________
 EM0638* NAD 83(1993) POSITION- 34 43 10.56271(N) 098 27 07.53825(W)   ADJUSTED
 EM0638* NAVD 88 ORTHO HEIGHT -   494.    (meters)     1621.    (feet) SCALED
 EM0638  ______________________________________________________________________
 EM0638  GEOID HEIGHT    -        -25.726 (meters)                     GEOID18
 EM0638  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 EM0638  HORZ ORDER      -  THIRD
 EM0638
 EM0638.The horizontal coordinates were established by classical geodetic methods
 EM0638.and adjusted by the National Geodetic Survey in November 1994.
 EM0638
 EM0638.The orthometric height was scaled from a topographic map.
 EM0638
 EM0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0638.GEOID18 height accuracy estimate available here.
 EM0638
 EM0638.Click photographs - Photos may exist for this station.
 EM0638
 EM0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0638
 EM0638. The following values were computed from the NAD 83(1993) position.
 EM0638
 EM0638;                    North         East     Units Scale Factor Converg.
 EM0638;SPC OK S     -   153,862.605   558,591.554   MT  0.99993872   -0 15 23.8
 EM0638;SPC OK S     -   504,797.56  1,832,645.79   sFT  0.99993872   -0 15 23.8
 EM0638;UTM  14      - 3,842,085.196   550,167.559   MT  0.99963102   +0 18 43.5
 EM0638
 EM0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0638!SPC OK S     -   0.99992648  x   0.99993872  =   0.99986521
 EM0638!UTM  14      -   0.99992648  x   0.99963102  =   0.99955753
 EM0638
 EM0638:                Primary Azimuth Mark                     Grid Az
 EM0638:SPC OK S     -  N ROCKY TWIN                             232 19 11.3
 EM0638:UTM  14      -  N ROCKY TWIN                             231 45 04.0
 EM0638
 EM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5016742085(NAD 83)
 EM0638
 EM0638|---------------------------------------------------------------------|
 EM0638| PID    Reference Object                     Distance      Geod. Az  |
 EM0638|                                                           dddmmss.s |
 EM0638| EM0661 N ROCKY TWIN                        APPROX. 1.3 KM 2320347.5 |
 EM0638|---------------------------------------------------------------------|
 EM0638
 EM0638                          SUPERSEDED SURVEY CONTROL
 EM0638
 EM0638  NAD 83(1986)-  34 43 10.56743(N)    098 27 07.52221(W) AD(       ) 3
 EM0638  NAD 27      -  34 43 10.31800(N)    098 27 06.32400(W) AD(       ) 3
 EM0638
 EM0638.Superseded values are not recommended for survey control.
 EM0638
 EM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0638.See file dsdata.pdf to determine how the superseded data were derived.
 EM0638
 EM0638_MARKER: I = METAL ROD
 EM0638_SETTING: 66 = SET IN ROCK OUTCROP
 EM0638_MARK LOGO: USA
 EM0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0638+STABILITY: POSITION/ELEVATION WELL
 EM0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0638+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 EM0638
 EM0638  HISTORY     - Date     Condition        Report By
 EM0638  HISTORY     - 1945     MONUMENTED       USA
 EM0638  HISTORY     - 20000202 GOOD             LOCSUR
 EM0638  HISTORY     - 20140715 GOOD             GEOCAC
 EM0638
 EM0638                          STATION DESCRIPTION
 EM0638
 EM0638'DESCRIBED BY US ARMY 1945
 EM0638'ON HIGHEST POINT OF RABBIT HILL AND ABOUT 600 YDS. S OF OKLA.
 EM0638'HWY. 49.  MARKED BY SECTION OF 1-1/2 IN PIPE FILLED WITH
 EM0638'CEMENT AND DEEPLY EMBEDDED IN ROCKS AND CONCRETE NEAR THE SW
 EM0638'EDGE AND HIGHEST PORTION OF HILL.
 EM0638
 EM0638                          STATION RECOVERY (2000)
 EM0638
 EM0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0638'RECOVERED IN GOOD CONDITION.  NOTE--30 MINUTE HIKE FROM HIGHWAY 49 (TO
 EM0638'THE NORTH OF THE MARK) .
 EM0638
 EM0638                          STATION RECOVERY (2014)
 EM0638
 EM0638'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0638'STATION RECOVERED IN FAIR CONDITION.  IT IS MONUMENTED IN A MASS OF
 EM0638'CONCRETE UNDER A METAL QUAD SIGNAL TARGET.  THE NAME HAS BEEN MARRED
 EM0638'TO WHERE YOU CAN NO LONGER READ IT AND IT IS DATED JULY 1987 BY FORT
 EM0638'SILL, OK RANGE DIVISION.  EASIEST WAY TO ACCESS IS FROM THE WEST SIDE
 EM0638'AND WHEN MAKING THE FINAL ASCENT, COME FROM THE NORTHWEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0717 ***********************************************************************
 GG0717  DESIGNATION -  RADIO STA KGLC CEN MAST OF 3
 GG0717  PID         -  GG0717
 GG0717  STATE/COUNTY-  OK/OTTAWA
 GG0717  COUNTRY     -  US
 GG0717  USGS QUAD   -  PICHER (2018)
 GG0717
 GG0717                         *CURRENT SURVEY CONTROL
 GG0717  ______________________________________________________________________
 GG0717* NAD 83(1997) POSITION- 36 53 24.15772(N) 094 47 08.19726(W)   ADJUSTED
 GG0717  ______________________________________________________________________
 GG0717  GEOID HEIGHT    -        -29.368 (meters)                     GEOID18
 GG0717  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 GG0717  HORZ ORDER      -  THIRD
 GG0717
 GG0717.The horizontal coordinates were established by classical geodetic methods
 GG0717.and adjusted by the National Geodetic Survey in October 1998.
 GG0717
 GG0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0717.GEOID18 height accuracy estimate available here.
 GG0717
 GG0717.Click photographs - Photos may exist for this station.
 GG0717
 GG0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0717
 GG0717. The following values were computed from the NAD 83(1997) position.
 GG0717
 GG0717;                    North         East     Units Scale Factor Converg.
 GG0717;SPC OK N     -   214,458.002   886,484.436   MT  1.00002484   +1 53 49.1
 GG0717;SPC OK N     -   703,600.96  2,908,407.69   sFT  1.00002484   +1 53 49.1
 GG0717;SPC OK N     -   703,600.96  2,908,407.69   sFT  1.00002484   +1 53 49.1
 GG0717;SPC MO W     -    80,305.682   824,542.253   MT  0.99994916   -0 10 17.2
 GG0717;SPC OK N     -   214,458.002   886,484.436   MT  1.00002484   +1 53 49.1
 GG0717;UTM  15      - 4,084,163.271   340,887.670   MT  0.99991189   -1 04 19.5
 GG0717
 GG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4088784163(NAD 83)
 GG0717
 GG0717                          SUPERSEDED SURVEY CONTROL
 GG0717
 GG0717  NAD 83(1993)-  36 53 24.16218(N)    094 47 08.19700(W) AD(       ) 3
 GG0717  NAD 83(1986)-  36 53 24.17600(N)    094 47 08.19266(W) AD(       ) 3
 GG0717  NAD 27      -  36 53 23.93224(N)    094 47 07.37365(W) AD(       ) 3
 GG0717
 GG0717.Superseded values are not recommended for survey control.
 GG0717
 GG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0717.See file dsdata.pdf to determine how the superseded data were derived.
 GG0717
 GG0717_MARKER: 42 = RADIO/TV MAST
 GG0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0717+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0717
 GG0717  HISTORY     - Date     Condition        Report By
 GG0717  HISTORY     - 1958     FIRST OBSERVED   CGS
 GG0717  HISTORY     - 1961     GOOD             CGS
 GG0717  HISTORY     - 20120725 GOOD             GEOCAC
 GG0717
 GG0717                          STATION DESCRIPTION
 GG0717
 GG0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0717'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MIAMI AND 5 MILES
 GG0717'SOUTH OF QUAPAW.  IT IS A STEEL MAST SET IN A CONCRETE BASE.
 GG0717'IT IS PAINTED ALTERNATELY RED AND WHITE WITH A RED LIGHT
 GG0717'AT THE APEX.  THE OVERALL HEIGHT IS 276 FEET.
 GG0717'
 GG0717'THE RED LIGHT AT THE APEX WAS THE POINT INTERSECTED.
 GG0717'
 GG0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GG0717'66 AND 69, AND STATE HIGHWAY 10 AT THE SOUTH EDGE OF MIAMI
 GG0717'GO EAST ON STATE HIGHWAY 10 FOR 4.8 MILES TO A CROSS ROAD
 GG0717'AND A GROCERY STORE ON THE RIGHT.  TURN LEFT AND GO 1.2
 GG0717'MILES TO THE STATION ON THE RIGHT, APPROX. 0.1 MILE EAST
 GG0717'OF THE ROAD IN A PASTURE.
 GG0717
 GG0717                          STATION RECOVERY (1961)
 GG0717
 GG0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0717'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GG0717
 GG0717                          STATION RECOVERY (2012)
 GG0717
 GG0717'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0896 ***********************************************************************
 EL0896  DESIGNATION -  RADIO STATION KVSO FM MAST
 EL0896  PID         -  EL0896
 EL0896  STATE/COUNTY-  OK/CARTER
 EL0896  COUNTRY     -  US
 EL0896  USGS QUAD   -  TURNER FALLS (2018)
 EL0896
 EL0896                         *CURRENT SURVEY CONTROL
 EL0896  ______________________________________________________________________
 EL0896* NAD 83(1993) POSITION- 34 22 32.47441(N) 097 08 06.41609(W)   ADJUSTED
 EL0896  ______________________________________________________________________
 EL0896  GEOID HEIGHT    -        -25.359 (meters)                     GEOID18
 EL0896  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 EL0896  HORZ ORDER      -  THIRD
 EL0896
 EL0896.The horizontal coordinates were established by classical geodetic methods
 EL0896.and adjusted by the National Geodetic Survey in November 1994.
 EL0896
 EL0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0896.GEOID18 height accuracy estimate available here.
 EL0896
 EL0896.Click photographs - Photos may exist for this station.
 EL0896
 EL0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0896
 EL0896. The following values were computed from the NAD 83(1993) position.
 EL0896
 EL0896;                    North         East     Units Scale Factor Converg.
 EL0896;SPC OK S     -   115,961.916   679,543.142   MT  0.99994253   +0 29 27.3
 EL0896;SPC OK S     -   380,451.72  2,229,467.79   sFT  0.99994253   +0 29 27.3
 EL0896;UTM  14      - 3,805,388.610   671,467.231   MT  0.99996241   +1 03 11.5
 EL0896
 EL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7146705388(NAD 83)
 EL0896
 EL0896                          SUPERSEDED SURVEY CONTROL
 EL0896
 EL0896  NAD 83(1986)-  34 22 32.48156(N)    097 08 06.40639(W) AD(       ) 3
 EL0896  NAD 27      -  34 22 32.15420(N)    097 08 05.33900(W) AD(       ) 3
 EL0896
 EL0896.Superseded values are not recommended for survey control.
 EL0896
 EL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0896.See file dsdata.pdf to determine how the superseded data were derived.
 EL0896
 EL0896_MARKER: 42 = RADIO/TV MAST
 EL0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0896+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2009
 EL0896
 EL0896  HISTORY     - Date     Condition        Report By
 EL0896  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0896  HISTORY     - 20090418 GOOD             GEOCAC
 EL0896
 EL0896                          STATION DESCRIPTION
 EL0896
 EL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0896'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF SPRINGER,
 EL0896'OKLAHOMA ON THE CREST OF THE HIGH RIDGE JUST SOUTH OF THE
 EL0896'ARBUCKLE MOUNTAIN RANGE.  IT IS ABOUT 0.05 MILE EAST OF
 EL0896'U.S. HIGHWAY 77.  THE MAST IS PAINTED ALTERNATELY RED AND
 EL0896'WHITE AND HAS AN APPROXIMATE OVERALL HEIGHT OF 320 FEET.
 EL0896'
 EL0896'THE RED FLASHER AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0896
 EL0896                          STATION RECOVERY (2009)
 EL0896
 EL0896'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1266 ***********************************************************************
 FJ1266  DESIGNATION -  RADIO STATION KWHP MAST
 FJ1266  PID         -  FJ1266
 FJ1266  STATE/COUNTY-  OK/PAYNE
 FJ1266  COUNTRY     -  US
 FJ1266  USGS QUAD   -  NORTH VILLAGE (2018)
 FJ1266
 FJ1266                         *CURRENT SURVEY CONTROL
 FJ1266  ______________________________________________________________________
 FJ1266* NAD 83(1993) POSITION- 35 59 13.08222(N) 096 42 40.56059(W)   ADJUSTED
 FJ1266  ______________________________________________________________________
 FJ1266  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 FJ1266  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 FJ1266  HORZ ORDER      -  THIRD
 FJ1266
 FJ1266.The horizontal coordinates were established by classical geodetic methods
 FJ1266.and adjusted by the National Geodetic Survey in November 1994.
 FJ1266
 FJ1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1266.GEOID18 height accuracy estimate available here.
 FJ1266
 FJ1266.Click photographs - Photos may exist for this station.
 FJ1266
 FJ1266.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1266
 FJ1266. The following values were computed from the NAD 83(1993) position.
 FJ1266
 FJ1266;                    North         East     Units Scale Factor Converg.
 FJ1266;SPC OK N     -   110,277.827   716,206.867   MT  0.99995034   +0 45 38.0
 FJ1266;SPC OK N     -   361,803.17  2,349,755.36   sFT  0.99995034   +0 45 38.0
 FJ1266;UTM  14      - 3,984,925.194   706,329.143   MT  1.00012459   +1 20 43.2
 FJ1266
 FJ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0632984925(NAD 83)
 FJ1266
 FJ1266                          SUPERSEDED SURVEY CONTROL
 FJ1266
 FJ1266  NAD 83(1986)-  35 59 13.09468(N)    096 42 40.54219(W) AD(       ) 3
 FJ1266  NAD 27      -  35 59 12.86135(N)    096 42 39.45851(W) AD(       ) 3
 FJ1266
 FJ1266.Superseded values are not recommended for survey control.
 FJ1266
 FJ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1266.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1266
 FJ1266_MARKER: 42 = RADIO/TV MAST
 FJ1266
 FJ1266  HISTORY     - Date     Condition        Report By
 FJ1266  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1266  HISTORY     - 20191122 GOOD             MCA
 FJ1266
 FJ1266                          STATION DESCRIPTION
 FJ1266
 FJ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1266'THE STATION IS THE TOP OF A 200 FOOT HIGH TOWER.  IT IS A STEEL
 FJ1266'FRAMEWORK OF THREE SIDES AND PAINTED RED AND WHITE.
 FJ1266'
 FJ1266'THE TOWER IS LOCATED ABOUT 6 MILES EAST OF CUSHING, ON THE
 FJ1266'NORTH SIDE OF STATE HIGHWAY 33, AND IS OWNED AND OPERATED BY
 FJ1266'MR. H.W. PAYNE.
 FJ1266
 FJ1266                          STATION RECOVERY (2019)
 FJ1266
 FJ1266'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ1266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0619 ***********************************************************************
 EM0619  DESIGNATION -  RAIL 1945
 EM0619  PID         -  EM0619
 EM0619  STATE/COUNTY-  OK/COMANCHE
 EM0619  COUNTRY     -  US
 EM0619  USGS QUAD   -  ARBUCKLE HILL (2018)
 EM0619
 EM0619                         *CURRENT SURVEY CONTROL
 EM0619  ______________________________________________________________________
 EM0619* NAD 83(1993) POSITION- 34 44 09.86312(N) 098 20 21.71338(W)   ADJUSTED
 EM0619* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 EM0619  ______________________________________________________________________
 EM0619  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 EM0619  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC18
 EM0619  HORZ ORDER      -  THIRD
 EM0619
 EM0619.The horizontal coordinates were established by classical geodetic methods
 EM0619.and adjusted by the National Geodetic Survey in November 1994.
 EM0619
 EM0619.The orthometric height was scaled from a topographic map.
 EM0619
 EM0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0619.GEOID18 height accuracy estimate available here.
 EM0619
 EM0619.Click photographs - Photos may exist for this station.
 EM0619
 EM0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0619
 EM0619. The following values were computed from the NAD 83(1993) position.
 EM0619
 EM0619;                    North         East     Units Scale Factor Converg.
 EM0619;SPC OK S     -   155,649.373   568,922.802   MT  0.99993944   -0 11 33.5
 EM0619;SPC OK S     -   510,659.65  1,866,540.89   sFT  0.99993944   -0 11 33.5
 EM0619;UTM  14      - 3,843,973.881   560,477.452   MT  0.99964508   +0 22 35.2
 EM0619
 EM0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0619!SPC OK S     -   0.99994379  x   0.99993944  =   0.99988323
 EM0619!UTM  14      -   0.99994379  x   0.99964508  =   0.99958889
 EM0619
 EM0619:                Primary Azimuth Mark                     Grid Az
 EM0619:SPC OK S     -  FORT SILL FLAG TARGET                    209 50 53.0
 EM0619:UTM  14      -  FORT SILL FLAG TARGET                    209 16 44.3
 EM0619
 EM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6047743973(NAD 83)
 EM0619
 EM0619|---------------------------------------------------------------------|
 EM0619| PID    Reference Object                     Distance      Geod. Az  |
 EM0619|                                                           dddmmss.s |
 EM0619| EM0613 FORT SILL L TARGET                  APPROX. 2.3 KM 1022909.3 |
 EM0619| EM0607 FORT SILL FLAG TARGET               APPROX. 2.2 KM 2093919.5 |
 EM0619|---------------------------------------------------------------------|
 EM0619
 EM0619                          SUPERSEDED SURVEY CONTROL
 EM0619
 EM0619  NAD 83(1986)-  34 44 09.86666(N)    098 20 21.69848(W) AD(       ) 3
 EM0619  NAD 27      -  34 44 09.61200(N)    098 20 20.49600(W) AD(       ) 3
 EM0619
 EM0619.Superseded values are not recommended for survey control.
 EM0619
 EM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0619.See file dsdata.pdf to determine how the superseded data were derived.
 EM0619
 EM0619_MARKER: I = METAL ROD
 EM0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0619
 EM0619  HISTORY     - Date     Condition        Report By
 EM0619  HISTORY     - 1945     MONUMENTED       USA
 EM0619
 EM0619                          STATION DESCRIPTION
 EM0619
 EM0619'DESCRIBED BY US ARMY 1945
 EM0619'TOP OF GRASSY HUMP LYING BETWEEN THE FRISCO RR TRACKS AND
 EM0619'ELGIN GATE ROAD, ABOUT 3-1/4 MILES SW OF ELGIN GATE.  MARKED
 EM0619'BY SECTION OF 3/8 IN IRON REINFORCING ROD SET IN CONCRETE BLOCK
 EM0619'98 FT. NW OF CENTER LINE OF ROAD 53 FT. SE OF RR TRACK, AND
 EM0619'78 FT. FROM NE CORNER OF RGP 18.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1016 ***********************************************************************
 GH1016  DESIGNATION -  RALSTON
 GH1016  PID         -  GH1016
 GH1016  STATE/COUNTY-  OK/PAWNEE
 GH1016  COUNTRY     -  US
 GH1016  USGS QUAD   -  DOGA CREEK (2018)
 GH1016
 GH1016                         *CURRENT SURVEY CONTROL
 GH1016  ______________________________________________________________________
 GH1016* NAD 83(1993) POSITION- 36 30 11.76142(N) 096 46 50.32322(W)   ADJUSTED
 GH1016* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH1016  ______________________________________________________________________
 GH1016  GEOID HEIGHT    -        -28.625 (meters)                     GEOID18
 GH1016  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 GH1016  HORZ ORDER      -  FIRST
 GH1016
 GH1016.The horizontal coordinates were established by classical geodetic methods
 GH1016.and adjusted by the National Geodetic Survey in November 1994.
 GH1016
 GH1016.The orthometric height was scaled from a topographic map.
 GH1016
 GH1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1016.GEOID18 height accuracy estimate available here.
 GH1016
 GH1016.Click photographs - Photos may exist for this station.
 GH1016
 GH1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1016
 GH1016. The following values were computed from the NAD 83(1993) position.
 GH1016
 GH1016;                    North         East     Units Scale Factor Converg.
 GH1016;SPC OK N     -   167,480.078   709,231.772   MT  0.99996253   +0 43 10.6
 GH1016;SPC OK N     -   549,474.22  2,326,871.24   sFT  0.99996253   +0 43 10.6
 GH1016;UTM  14      - 4,042,061.094   698,761.201   MT  1.00008675   +1 19 14.4
 GH1016
 GH1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1016!SPC OK N     -   0.99995426  x   0.99996253  =   0.99991679
 GH1016!UTM  14      -   0.99995426  x   1.00008675  =   1.00004100
 GH1016
 GH1016:                Primary Azimuth Mark                     Grid Az
 GH1016:SPC OK N     -  RALSTON AZ MK 2                          344 52 01.0
 GH1016:UTM  14      -  RALSTON AZ MK 2                          344 15 57.2
 GH1016
 GH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9876142061(NAD 83)
 GH1016
 GH1016|---------------------------------------------------------------------|
 GH1016| PID    Reference Object                     Distance      Geod. Az  |
 GH1016|                                                           dddmmss.s |
 GH1016| GH1011 BURBANK MUNICIPAL TANK              APPROX.21.8 KM 0124439.4 |
 GH1016| CI2114 RALSTON AZ MK                                      0242506.4 |
 GH1016| GH1008 RALSTON MUNICIPAL TANK              APPROX. 4.4 KM 0882700.7 |
 GH1016| CI2116 RALSTON RM 1                         30.029 METERS 22636     |
 GH1016| CI2117 RALSTON RM 2                         54.029 METERS 25712     |
 GH1016| CI2115 RALSTON AZ MK 2                                    3453511.6 |
 GH1016|---------------------------------------------------------------------|
 GH1016
 GH1016                          SUPERSEDED SURVEY CONTROL
 GH1016
 GH1016  NAD 83(1986)-  36 30 11.77373(N)    096 46 50.30946(W) AD(       ) 1
 GH1016  NAD 27      -  36 30 11.59939(N)    096 46 49.18158(W) AD(       ) 1
 GH1016
 GH1016.Superseded values are not recommended for survey control.
 GH1016
 GH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1016.See file dsdata.pdf to determine how the superseded data were derived.
 GH1016
 GH1016_MARKER: DS = TRIANGULATION STATION DISK
 GH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1016_STAMPING: RALSTON 1935
 GH1016_MARK LOGO: CGS
 GH1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1016+STABILITY: SURFACE MOTION
 GH1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1016+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 GH1016
 GH1016  HISTORY     - Date     Condition        Report By
 GH1016  HISTORY     - 1935     MONUMENTED       CGS
 GH1016  HISTORY     - 1963     GOOD             CGS
 GH1016  HISTORY     - 20080310 GOOD             AIRDAT
 GH1016
 GH1016                          STATION DESCRIPTION
 GH1016
 GH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1016'STATION IS LOCATED NEAR THE WEST SIDE OF THE NORTHWEST QUARTER
 GH1016'OF SECTION 4, T. 23 N., R. 5 E., ABOUT 2.8 MILES WEST OF THE
 GH1016'TOWN OF RALSTON, ON THE TOP OF A BARE RIDGE THAT DROPS OFF
 GH1016'TO THE EAST, NORTH, AND SOUTH, ON THE LAND OWNED BY MRS. W.L.
 GH1016'MC CULLOUGH, WHO LIVES ABOUT 3/4 MILE FROM THE STATION, SOUTH.
 GH1016'
 GH1016'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 GH1016'IN PAWNEE BY GOING NORTH ON STATE HIGHWAY 18 FOR 11.8 MILES
 GH1016'TO WHERE IT TURNS EAST, THEN TURN RIGHT AND EAST ON STATE HIGHWAY
 GH1016'18 FOR 1.0 MILE, TURN RIGHT AND LEAVE HIGHWAY 18 GOING SOUTH
 GH1016'ON DIRT ROAD FOR 0.2 MILE, THEN LEAVE SECTION ROAD JUST NORTH
 GH1016'OF TOP OF RIDGE, TURN LEFT THROUGH WIRE GATE, GO EAST 0.5
 GH1016'MILE, THEN TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO TOP OF
 GH1016'RIDGE AND STATION.
 GH1016'
 GH1016'REFERENCE MARK NO. 1 IS LOCATED 98.49 FEET SOUTHWEST OF
 GH1016'STATION AT EDGE OF RIDGE.
 GH1016'
 GH1016'REFERENCE MARK NO. 2 IS LOCATED 177.18 FEET WEST OF STATION
 GH1016'ALONG CENTER LINE OF RIDGE.
 GH1016'
 GH1016'AZIMUTH MARK IS LOCATED APPROXIMATELY 1.0 MILE SOUTH OF STATION
 GH1016'SET IN BEDROCK AT RIGHT (WEST) OF ROAD, 22 FEET WEST OF CENTER
 GH1016'LINE OF ROAD, 3 FEET EAST OF NORTH-SOUTH FENCE LINE.
 GH1016'
 GH1016'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 GH1016'AS DESCRIBED.
 GH1016'
 GH1016'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GH1016
 GH1016                          STATION RECOVERY (1963)
 GH1016
 GH1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH1016'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 GH1016'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND COULD
 GH1016'NOT BE FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 GH1016'IS A COMPLETE DESCRIPTION.
 GH1016'
 GH1016'THE STATION IS ON A BARE RIDGE, ABOUT 2-3/4 MILES WEST OF
 GH1016'RALSTON AND 0.3 MILE SOUTH OF STATE HIGHWAY 18.
 GH1016'
 GH1016'TO REACH THE STATION FROM A CONCRETE BRIDGE AT THE NORTH
 GH1016'EDGE OF RALSTON, GO WEST ON STATE HIGHWAY 18 FOR 3.3 MILES TO
 GH1016'A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO
 GH1016'SOUTH ON GRAVELED ROAD FOR 0.35 MILE TO A TRACK ROAD LEFT
 GH1016'AND A WIRE GATE.  TURN LEFT ON TRACK ROAD, PASSING THROUGH GATE
 GH1016'FOR 0.15 MILE.  TURN LEFT AND GO NORTHERLY UP HILL FOR 0.1
 GH1016'MILE TO THE TOP OF THE RIDGE AND THE STATION.
 GH1016'
 GH1016'STATION MARK IS A STANDARD DISK, STAMPED RALSTON 1935, SET
 GH1016'IN THE TOP OF A CONCRETE POST 11 INCHES IN DIAMETER PROJECTING
 GH1016'6 INCHES.
 GH1016'
 GH1016'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RALSTON NO 1 1935,
 GH1016'SET IN THE TOP OF A CONCRETE POST 11 INCHES IN DIAMETER
 GH1016'PROJECTING 8 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 GH1016'STATION.
 GH1016'
 GH1016'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RALSTON NO 2 1935,
 GH1016'SET IN THE TOP OF A CONCRETE POST 11 INCHES IN DIAMETER
 GH1016'PROJECTING 8 INCHES.  IT IS ABOUT THE SAME ELEVATION AS
 GH1016'THE STATION.
 GH1016'
 GH1016'AZIMUTH MARK IS A STANDARD DISK, STAMPED RALSTON 1963, CEMENTED
 GH1016'IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE SURROUNDING
 GH1016'SURFACE.  IT IS 48 FEET NORTH OF THE CENTERLINE OF STATE
 GH1016'HIGHWAY 18, 31 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GH1016'ROAD, 2.3 FEET WEST OF A FENCE CORNER POST AND 1.8 FEET NORTHWEST
 GH1016'OF A TELEPHONE LINE POLE.
 GH1016
 GH1016                          STATION RECOVERY (2008)
 GH1016
 GH1016'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1008 ***********************************************************************
 GH1008  DESIGNATION -  RALSTON MUNICIPAL TANK
 GH1008  PID         -  GH1008
 GH1008  STATE/COUNTY-  OK/PAWNEE
 GH1008  COUNTRY     -  US
 GH1008  USGS QUAD   -  FAIRFAX (2018)
 GH1008
 GH1008                         *CURRENT SURVEY CONTROL
 GH1008  ______________________________________________________________________
 GH1008* NAD 83(1993) POSITION- 36 30 15.62235(N) 096 43 51.86254(W)   ADJUSTED
 GH1008  ______________________________________________________________________
 GH1008  GEOID HEIGHT    -        -28.594 (meters)                     GEOID18
 GH1008  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 GH1008  HORZ ORDER      -  THIRD
 GH1008
 GH1008.The horizontal coordinates were established by classical geodetic methods
 GH1008.and adjusted by the National Geodetic Survey in November 1994.
 GH1008
 GH1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1008.GEOID18 height accuracy estimate available here.
 GH1008
 GH1008.Click photographs - Photos may exist for this station.
 GH1008
 GH1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1008
 GH1008. The following values were computed from the NAD 83(1993) position.
 GH1008
 GH1008;                    North         East     Units Scale Factor Converg.
 GH1008;SPC OK N     -   167,655.982   713,670.746   MT  0.99996264   +0 44 55.9
 GH1008;SPC OK N     -   550,051.33  2,341,434.77   sFT  0.99996264   +0 44 55.9
 GH1008;UTM  14      - 4,042,283.596   703,198.684   MT  1.00010873   +1 21 00.8
 GH1008
 GH1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0319842283(NAD 83)
 GH1008
 GH1008                          SUPERSEDED SURVEY CONTROL
 GH1008
 GH1008  NAD 83(1986)-  36 30 15.63492(N)    096 43 51.84950(W) AD(       ) 3
 GH1008  NAD 27      -  36 30 15.45914(N)    096 43 50.72797(W) AD(       ) 3
 GH1008
 GH1008.Superseded values are not recommended for survey control.
 GH1008
 GH1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1008.See file dsdata.pdf to determine how the superseded data were derived.
 GH1008
 GH1008_MARKER: 51 = TANK
 GH1008
 GH1008  HISTORY     - Date     Condition        Report By
 GH1008  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH1008
 GH1008                          STATION DESCRIPTION
 GH1008
 GH1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1008'POINT OBSERVED UPON WAS FINIAL AT TOP OF BLACK MUNICIPAL
 GH1008'WATER TANK IN TOWN OF RALSTON.
 GH1008'
 GH1008'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS RALSTON
 GH1008'AND FAIRFAX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1003 ***********************************************************************
 FJ1003  DESIGNATION -  RAMP
 FJ1003  PID         -  FJ1003
 FJ1003  STATE/COUNTY-  OK/OKLAHOMA
 FJ1003  COUNTRY     -  US
 FJ1003  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1003
 FJ1003                         *CURRENT SURVEY CONTROL
 FJ1003  ______________________________________________________________________
 FJ1003* NAD 83(1993) POSITION- 35 25 35.96510(N) 097 23 19.16463(W)   ADJUSTED
 FJ1003* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ1003  ______________________________________________________________________
 FJ1003  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 FJ1003  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 FJ1003  HORZ ORDER      -  SECOND
 FJ1003
 FJ1003.The horizontal coordinates were established by classical geodetic methods
 FJ1003.and adjusted by the National Geodetic Survey in November 1994.
 FJ1003
 FJ1003.The orthometric height was scaled from a topographic map.
 FJ1003
 FJ1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1003.GEOID18 height accuracy estimate available here.
 FJ1003
 FJ1003.Click photographs - Photos may exist for this station.
 FJ1003
 FJ1003.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1003
 FJ1003. The following values were computed from the NAD 83(1993) position.
 FJ1003
 FJ1003;                    North         East     Units Scale Factor Converg.
 FJ1003;SPC OK N     -    47,514.067   655,518.375   MT  1.00002836   +0 21 38.8
 FJ1003;SPC OK N     -   155,885.73  2,150,646.54   sFT  1.00002836   +0 21 38.8
 FJ1003;SPC OK S     -   232,378.497   655,519.266   MT  1.00004393   +0 20 49.2
 FJ1003;SPC OK S     -   762,395.12  2,150,649.46   sFT  1.00004393   +0 20 49.2
 FJ1003;UTM  14      - 3,921,551.851   646,276.806   MT  0.99986369   +0 56 03.1
 FJ1003
 FJ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1003!SPC OK N     -   0.99994410  x   1.00002836  =   0.99997246
 FJ1003!SPC OK S     -   0.99994410  x   1.00004393  =   0.99998803
 FJ1003!UTM  14      -   0.99994410  x   0.99986369  =   0.99980780
 FJ1003
 FJ1003:                Primary Azimuth Mark                     Grid Az
 FJ1003:SPC OK N     -  TINKER AFB S TANK OF TWO                 329 10 38.2
 FJ1003:SPC OK S     -  TINKER AFB S TANK OF TWO                 329 11 27.8
 FJ1003:UTM  14      -  TINKER AFB S TANK OF TWO                 328 36 13.9
 FJ1003
 FJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4627621551(NAD 83)
 FJ1003
 FJ1003|---------------------------------------------------------------------|
 FJ1003| PID    Reference Object                     Distance      Geod. Az  |
 FJ1003|                                                           dddmmss.s |
 FJ1003| FJ0991 TINKER AFB RADAR ANTENNA            APPROX. 1.3 KM 1412608.6 |
 FJ1003| FJ0968 AIRPORT BCN TINKER AFB              APPROX. 2.4 KM 1425320.5 |
 FJ1003| CL6070 RAMP RM 1                            21.686 METERS 18001     |
 FJ1003| CL6071 RAMP RM 2                            22.052 METERS 27208     |
 FJ1003| FJ0993 TINKER AFB S TANK OF TWO            APPROX. 1.0 KM 3293217.0 |
 FJ1003|---------------------------------------------------------------------|
 FJ1003
 FJ1003                          SUPERSEDED SURVEY CONTROL
 FJ1003
 FJ1003  NAD 83(1986)-  35 25 35.96996(N)    097 23 19.14658(W) AD(       ) 2
 FJ1003  NAD 27      -  35 25 35.74455(N)    097 23 18.02306(W) AD(       ) 2
 FJ1003
 FJ1003.Superseded values are not recommended for survey control.
 FJ1003
 FJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1003.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1003
 FJ1003_MARKER: DS = TRIANGULATION STATION DISK
 FJ1003_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ1003+WITH SETTING: PAVEMENT
 FJ1003_SP_SET: PARKING RAMP
 FJ1003_STAMPING: RAMP 1961
 FJ1003_MARK LOGO: CGS
 FJ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1003+STABILITY: SURFACE MOTION
 FJ1003
 FJ1003  HISTORY     - Date     Condition        Report By
 FJ1003  HISTORY     - 1961     MONUMENTED       CGS
 FJ1003  HISTORY     - 1968     GOOD             CGS
 FJ1003  HISTORY     - 1974     GOOD             NGS
 FJ1003  HISTORY     - 1988     GOOD             USPSQD
 FJ1003
 FJ1003                          STATION DESCRIPTION
 FJ1003
 FJ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 FJ1003'THE STATION IS WITHIN TINKER AIR FORCE BASE, UPON AN EXPANSE
 FJ1003'OF CONCRETE AIRCRAFT PARKING RAMP BETWEEN THE CONTROL TOWER
 FJ1003'AND REPAIR HANGER NO. 3.
 FJ1003'
 FJ1003'TO REACH THE STATION FROM THE POST OFFICE IN MIDWEST CITY,
 FJ1003'DRIVE EAST ON SE 29TH FOR 0.6 MILE TO TINKER AIR FORCE BASE
 FJ1003'ENTRANCE GATE NO. 3 ON THE RIGHT.  ENTER THE GATE AND DRIVE
 FJ1003'SOUTH ALONG THE PAVED STREET FOR 0.35 MILE TO THE CONTROL
 FJ1003'TOWER, A CAFETERIA AND THE STATION.
 FJ1003'
 FJ1003'THE STATION MARK, A STANDARD DISK STAMPED RAMP 1961, IS
 FJ1003'CEMENTED IN A DRILL HOLE IN THE CONCRETE PARKING RAMP, 364
 FJ1003'FEET EAST OF THE CENTER OF THE EAST END OF REPAIR HANGER NO. 3
 FJ1003'AND 194.7 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 FJ1003'CAFETERIA.
 FJ1003'
 FJ1003'REFERENCE MARK 1, A STANDARD DISK STAMPED RAMP NO 1 1961,
 FJ1003'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE PARKING RAMP.
 FJ1003'
 FJ1003'REFERENCE MARK 2, A STANDARD DISK STAMPED RAMP NO 2 1961,
 FJ1003'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE PARKING RAMP.
 FJ1003'
 FJ1003'ALL OF THE MARKS WERE COUNTER-SUNK 1/4 INCH BELOW THE CONCRETE
 FJ1003'SURFACE OF THE RAMP TO PROTECT THEIR STAMPING FROM BEING
 FJ1003'OBLITERATED BY THE RAMP CLEANING DEVICES.
 FJ1003
 FJ1003                          STATION RECOVERY (1968)
 FJ1003
 FJ1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1003'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FJ1003'NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 FJ1003'ORIGINAL DESCRIPTION AND ROUTE PROCEEDING TO STATION ARE
 FJ1003'ADEQUATE FOR RECOVERY.
 FJ1003'
 FJ1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT OKLAHOMA
 FJ1003'CITY.
 FJ1003
 FJ1003                          STATION RECOVERY (1974)
 FJ1003
 FJ1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 FJ1003'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 FJ1003'R.M.S WERE NOT SEARCHED FOR.
 FJ1003'
 FJ1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TINKER AIR FORCE
 FJ1003'BASE.
 FJ1003
 FJ1003                          STATION RECOVERY (1988)
 FJ1003
 FJ1003'RECOVERY NOTE BY US POWER SQUADRON 1988 (KM)
 FJ1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0823 ***********************************************************************
 EM0823  DESIGNATION -  RANCH
 EM0823  PID         -  EM0823
 EM0823  STATE/COUNTY-  OK/COMANCHE
 EM0823  COUNTRY     -  US
 EM0823  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0823
 EM0823                         *CURRENT SURVEY CONTROL
 EM0823  ______________________________________________________________________
 EM0823* NAD 83(1993) POSITION- 34 40 47.51088(N) 098 32 09.70492(W)   ADJUSTED
 EM0823* NAVD 88 ORTHO HEIGHT -   488.    (meters)     1601.    (feet) SCALED
 EM0823  ______________________________________________________________________
 EM0823  GEOID HEIGHT    -        -25.602 (meters)                     GEOID18
 EM0823  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 EM0823  HORZ ORDER      -  THIRD
 EM0823
 EM0823.The horizontal coordinates were established by classical geodetic methods
 EM0823.and adjusted by the National Geodetic Survey in November 1994.
 EM0823
 EM0823.The orthometric height was scaled from a topographic map.
 EM0823
 EM0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0823.GEOID18 height accuracy estimate available here.
 EM0823
 EM0823.Click photographs - Photos may exist for this station.
 EM0823
 EM0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0823
 EM0823. The following values were computed from the NAD 83(1993) position.
 EM0823
 EM0823;                    North         East     Units Scale Factor Converg.
 EM0823;SPC OK S     -   149,492.384   550,880.374   MT  0.99993733   -0 18 15.3
 EM0823;SPC OK S     -   490,459.60  1,807,346.69   sFT  0.99993733   -0 18 15.3
 EM0823;UTM  14      - 3,837,640.069   542,502.506   MT  0.99962226   +0 15 50.4
 EM0823
 EM0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0823!SPC OK S     -   0.99992740  x   0.99993733  =   0.99986474
 EM0823!UTM  14      -   0.99992740  x   0.99962226  =   0.99954969
 EM0823
 EM0823:                Primary Azimuth Mark                     Grid Az
 EM0823:SPC OK S     -  CARLTON                                  091 15 19.2
 EM0823:UTM  14      -  CARLTON                                  090 41 13.5
 EM0823
 EM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4250237640(NAD 83)
 EM0823
 EM0823|---------------------------------------------------------------------|
 EM0823| PID    Reference Object                     Distance      Geod. Az  |
 EM0823|                                                           dddmmss.s |
 EM0823| EM0813 CARLTON                             APPROX. 1.5 KM 0905703.9 |
 EM0823|---------------------------------------------------------------------|
 EM0823
 EM0823                          SUPERSEDED SURVEY CONTROL
 EM0823
 EM0823  NAD 83(1986)-  34 40 47.51678(N)    098 32 09.69061(W) AD(       ) 3
 EM0823  NAD 27      -  34 40 47.26000(N)    098 32 08.47000(W) AD(       ) 3
 EM0823
 EM0823.Superseded values are not recommended for survey control.
 EM0823
 EM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0823.See file dsdata.pdf to determine how the superseded data were derived.
 EM0823
 EM0823_MARKER: I = METAL ROD
 EM0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0823+STABILITY: SURFACE MOTION
 EM0823
 EM0823  HISTORY     - Date     Condition        Report By
 EM0823  HISTORY     - 1945     MONUMENTED       USA
 EM0823
 EM0823                          STATION DESCRIPTION
 EM0823
 EM0823'DESCRIBED BY US ARMY 1945
 EM0823'ON HIGHEST POINT OF ROCKY HILL THE HIGHEST OF TWO ABOUT 1-3/4
 EM0823'MILES N X E OF GRUBER HILL.  MARKED BY SECTION OF 3/8 IN
 EM0823'IRON REINFORCING ROD SET IN A CONCRETE BLOCK ABOUT 1000 YDS.
 EM0823'E OF N-S GRAVEL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0678 ***********************************************************************
 GH0678  DESIGNATION -  RANCH
 GH0678  PID         -  GH0678
 GH0678  STATE/COUNTY-  OK/KAY
 GH0678  COUNTRY     -  US
 GH0678  USGS QUAD   -  PONCA CITY NW (2018)
 GH0678
 GH0678                         *CURRENT SURVEY CONTROL
 GH0678  ______________________________________________________________________
 GH0678* NAD 83(1997) POSITION- 36 40 51.70693(N) 097 08 17.43513(W)   ADJUSTED
 GH0678* NAVD 88 ORTHO HEIGHT -   299.55  (+/-2cm)      982.8   (feet) VERTCON3
 GH0678  ______________________________________________________________________
 GH0678  GEOID HEIGHT    -        -28.838 (meters)                     GEOID18
 GH0678  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 GH0678  HORZ ORDER      -  SECOND
 GH0678  VERT ORDER      -  THIRD ? (See Below)
 GH0678
 GH0678.The horizontal coordinates were established by classical geodetic methods
 GH0678.and adjusted by the National Geodetic Survey in October 1998.
 GH0678
 GH0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0678
 GH0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0678.GEOID18 height accuracy estimate available here.
 GH0678
 GH0678.The vertical order pertains to the NGVD 29 superseded value.
 GH0678
 GH0678.Click photographs - Photos may exist for this station.
 GH0678
 GH0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0678
 GH0678. The following values were computed from the NAD 83(1997) position.
 GH0678
 GH0678;                    North         East     Units Scale Factor Converg.
 GH0678;SPC OK N     -   186,861.812   677,029.473   MT  0.99998550   +0 30 31.0
 GH0678;SPC OK N     -   613,062.46  2,221,220.86   sFT  0.99998550   +0 30 31.0
 GH0678;UTM  14      - 4,061,103.817   666,355.598   MT  0.99994095   +1 06 44.8
 GH0678
 GH0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0678!SPC OK N     -   0.99995752  x   0.99998550  =   0.99994302
 GH0678!UTM  14      -   0.99995752  x   0.99994095  =   0.99989847
 GH0678
 GH0678:                Primary Azimuth Mark                     Grid Az
 GH0678:SPC OK N     -  RANCH AZ MK 2                            357 55 44.1
 GH0678:UTM  14      -  RANCH AZ MK 2                            357 19 30.3
 GH0678
 GH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6635561103(NAD 83)
 GH0678
 GH0678|---------------------------------------------------------------------|
 GH0678| PID    Reference Object                     Distance      Geod. Az  |
 GH0678|                                                           dddmmss.s |
 GH0678| CL6076 RANCH RM 1                           49.987 METERS 00015     |
 GH0678| CL6077 RANCH RM 2                           41.748 METERS 08819     |
 GH0678| GH0684 TONKAWA FARMERS COOP ELEVATOR       APPROX.15.1 KM 2683806.7 |
 GH0678| GH0681 TONKAWA WEST MUNICIPAL TANK         APPROX.15.3 KM 2692940.5 |
 GH0678| GH0680 TONKAWA EAST MUNICIPAL TANK         APPROX.14.6 KM 2700648.5 |
 GH0678| CL6075 RANCH AZ MK                                        3564659.7 |
 GH0678| GH0679 RANCH AZ MK 2                       APPROX. 0.8 KM 3582615.1 |
 GH0678|---------------------------------------------------------------------|
 GH0678
 GH0678                          SUPERSEDED SURVEY CONTROL
 GH0678
 GH0678  NAD 83(1993)-  36 40 51.70734(N)    097 08 17.43477(W) AD(       ) 2
 GH0678  NAD 83(1986)-  36 40 51.71776(N)    097 08 17.42366(W) AD(       ) 2
 GH0678  NAD 27      -  36 40 51.58810(N)    097 08 16.27443(W) AD(       ) 2
 GH0678  NGVD 29             299.42   (m)          982.3    (f) LEVELING    3  
 GH0678
 GH0678.Superseded values are not recommended for survey control.
 GH0678
 GH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0678.See file dsdata.pdf to determine how the superseded data were derived.
 GH0678
 GH0678_MARKER: DS = TRIANGULATION STATION DISK
 GH0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0678_STAMPING: RANCH 1963
 GH0678_MARK LOGO: CGS
 GH0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0678+STABILITY: SURFACE MOTION
 GH0678
 GH0678  HISTORY     - Date     Condition        Report By
 GH0678  HISTORY     - 1963     MONUMENTED       CGS
 GH0678  HISTORY     - 1968     GOOD             CGS
 GH0678  HISTORY     - 1977     GOOD             NGS
 GH0678
 GH0678                          STATION DESCRIPTION
 GH0678
 GH0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0678'THE STATION IS ABOUT 2-1/2 MILES SOUTH AND 4 MILES WEST OF PONCA
 GH0678'CITY, 9-1/4 MILES EAST OF TONKAWA, 100 YARDS NORTHWEST OF THE
 GH0678'JUNCTION OF U.S. HIGHWAYS 60 AND 77, IN THE LAWN OF THE RANCH
 GH0678'DRIVE BAPTIST CHURCH.
 GH0678'
 GH0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60,
 GH0678'77 AND STATE HIGHWAY 11 IN THE SOUTHEAST PART OF PONCA CITY,
 GH0678'GO WEST ON U.S. HIGHWAYS 60 AND 77 FOR 3.85 MILES THE JUNCTION
 GH0678'OF HIGHWAYS 60, 77, THE RANCH DRIVE BAPTIST CHURCH AND THE
 GH0678'STATION.
 GH0678'
 GH0678'THE STATION MARK IS A STANDARD DISK, STAMPED RANCH 1963,
 GH0678'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH THE
 GH0678'GROUND.  IT IS 64.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 GH0678'60, AND ABOUT 60.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GH0678'THE CHURCH AND 150.0 FEET EAST OF THE CENTERLINE OF A GRAVELED
 GH0678'ROAD LEADING NORTH.
 GH0678'
 GH0678'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RANCH NO 1 1963,
 GH0678'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0678'THE GROUND.  IT IS 54.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 GH0678'OF A GARAGE ATTACHED TO THE HOUSE OF THE PASTOR, 100.9 FEET
 GH0678'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH AND 32.0 FEET
 GH0678'EAST OF THE CENTERLINE OF A DRIVEWAY.
 GH0678'
 GH0678'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RANCH NO 2 1963,
 GH0678'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0678'THE GROUND.  IT IS 29.0 FEET WEST OF THE CENTERLINE OF A
 GH0678'DRIVEWAY, 68.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GH0678'66.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 GH0678'BLOCK GARAGE AND 4 FEET WEST OF A TREE.
 GH0678'
 GH0678'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RANCH 1963, SET
 GH0678'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6 INCHES.
 GH0678'IT IS ABOUT 100 YARDS SOUTHWEST OF A STONE HOUSE, 29.3 FEET
 GH0678'EAST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 1-1/2
 GH0678'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST
 GH0678'AND 1.5 FEET WEST OF A FENCE.  TO REACH THE MARK FROM THE
 GH0678'STATION GO NORTH ON THE GRAVELED ROAD FOR 0.45 MILE TO THE MARK
 GH0678'ON THE RIGHT.
 GH0678
 GH0678                          STATION RECOVERY (1968)
 GH0678
 GH0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GH0678'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 GH0678'NO. 2 WERE RECOVERED AS DESCRIBED IN THE 1963 DESCRIPTION
 GH0678'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GH0678'SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS SHOW THE MARK WAS
 GH0678'DESTROYED WHEN AN OVERPASS WAS CONSTRUCTED OVER NEW U.S. HIGHWAY
 GH0678'60.  THERE WAS NO VISIBLE OBJECTS FROM THE STATION SO A NEW
 GH0678'AZIMUTH MARK WAS NOT SET.
 GH0678'
 GH0678'IN THE NEAR FUTURE THE STATION WILL BE ALONG OLD U.S. HIGHWAY
 GH0678'60.  NEW U.S. HIGHWAY 60 IS 0.45 MILE NORTH OF THE STATION.
 GH0678'
 GH0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 GH0678'MILES SOUTH AND 4 MILES WEST OF PONCA CITY.
 GH0678
 GH0678                          STATION RECOVERY (1977)
 GH0678
 GH0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GH0678'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 GH0678'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GH0678'SEARCHED FOR AND COULD NOT BE FOUND ADN IT IS BELEVED THIS MARK WAS
 GH0678'DESTROYED BY NEW ROAD CONSTRUCTION.  THE DISTANCE AND
 GH0678'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH THE PREVIOUS
 GH0678'DATA.  THIS DATE A NEW AZIMUTH MARK WAS SET AND A POLARIS
 GH0678'OBSERVATION WAS MADE TO DETERMINE THE AZIMUTH BEARING TO THE
 GH0678'AZIMUTH MARK.
 GH0678'
 GH0678'FOLLOWING IS A DESCRIPTION OF A NEW ROUTE TO REACH THE STATION AND A
 GH0678'DESCRIPTION FOR THE AZIMUTH MARK.
 GH0678'
 GH0678'TO REACH THE STATION FROM THE TOP OF THE OVERPASS AT THE JUNCTION OF
 GH0678'US HIGHWAY 60, STATE HIGHWAY 156 AND MARLAND EXIT, ABOUT 2 MILES
 GH0678'SOUTH AND 4 MILES WEST OF PONCA CITY, GO SOUTH ON HIGHWAY 156 FOR
 GH0678'0.5 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON OLD HIGHWAY 60 FOR
 GH0678'0.05 MILE TO THE STATON ON THE LEFT ON THE FRONT OR SOUTH LAWN OF
 GH0678'THE RANCH DRIVE BAPTIST CHURCH.
 GH0678'
 GH0678'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, RANCH 1963 AZ 2 1977,
 GH0678'CEMENTED IN A DRILL HOLE NEAR THE EAST END OF A CONCRETE CULVERT
 GH0678'HEADWALL UNDER HIGHWAY 60 AND ON THE SOUTH SIDE OF THE EAST BOUND
 GH0678'LANES, ABOUT 100 FEET EAST OF THE OVERPASS FOR HIGHWAY 156.
 GH0678'
 GH0678'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON OLD HIGHWAY
 GH0678'60 FOR 0.05 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.45
 GH0678'MILE TO THE OVERPASS OVER HIGHWAY 60 AND THE AZIMUTH MARK ON THE
 GH0678'RIGHT.
 GH0678'
 GH0678'AIRLINE DISTANCE AND DIRECION FROM NEAREST TOWN--2.5 MILES S AND 4.0
 GH0678'MILES W OF PONCA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1090 ***********************************************************************
 EM1090  CBN         -  This is a Cooperative Base Network Control Station.
 EM1090  DESIGNATION -  RANDLETT RESET
 EM1090  PID         -  EM1090
 EM1090  STATE/COUNTY-  OK/COTTON
 EM1090  COUNTRY     -  US
 EM1090  USGS QUAD   -  RANDLETT (2019)
 EM1090
 EM1090                         *CURRENT SURVEY CONTROL
 EM1090  ______________________________________________________________________
 EM1090* NAD 83(2011) POSITION- 34 12 08.29249(N) 098 27 10.26516(W)   ADJUSTED
 EM1090* NAD 83(2011) ELLIP HT-   289.152 (meters)        (06/27/12)   ADJUSTED
 EM1090* NAD 83(2011) EPOCH   -  2010.00
 EM1090* NAVD 88 ORTHO HEIGHT -   315.8   (meters)     1036.    (feet) GPS OBS
 EM1090  ______________________________________________________________________
 EM1090  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM1090  GEOID HEIGHT    -        -26.555 (meters)                     GEOID96
 EM1090  GEOID HEIGHT    -        -26.596 (meters)                     GEOID18
 EM1090  NAD 83(2011) X  -   -776,270.926 (meters)                     COMP
 EM1090  NAD 83(2011) Y  - -5,223,550.431 (meters)                     COMP
 EM1090  NAD 83(2011) Z  -  3,565,190.805 (meters)                     COMP
 EM1090  LAPLACE CORR    -          5.23  (seconds)                    DEFLEC18
 EM1090
 EM1090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1090  Standards:
 EM1090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1090  -------------------------------------------------------------------
 EM1090  NETWORK    2.97   6.84           1.28   1.14   3.49      0.02379320
 EM1090  -------------------------------------------------------------------
 EM1090  Click here for local accuracies and other accuracy information.
 EM1090
 EM1090.The horizontal coordinates were established by GPS observations
 EM1090.and adjusted by the National Geodetic Survey in June 2012.
 EM1090
 EM1090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1090.been affixed to the stable North American tectonic plate. See 
 EM1090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1090
 EM1090.The horizontal coordinates are valid at the epoch date displayed above
 EM1090.which is a decimal equivalence of Year/Month/Day.
 EM1090
 EM1090.The orthometric height was determined by GPS observations and a
 EM1090.high-resolution geoid model.
 EM1090
 EM1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1090.GEOID18 height accuracy estimate available here.
 EM1090
 EM1090.Click photographs - Photos may exist for this station.
 EM1090
 EM1090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1090
 EM1090.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1090
 EM1090.The ellipsoidal height was determined by GPS observations
 EM1090.and is referenced to NAD 83.
 EM1090
 EM1090. The following values were computed from the NAD 83(2011) position.
 EM1090
 EM1090;                    North         East     Units Scale Factor Converg.
 EM1090;SPC OK S     -    96,482.672   558,264.749   MT  0.99995802   -0 15 25.4
 EM1090;SPC OK S     -   316,543.57  1,831,573.60   sFT  0.99995802   -0 15 25.4
 EM1090;UTM  14      - 3,784,722.652   550,408.171   MT  0.99963132   +0 18 27.2
 EM1090
 EM1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1090!SPC OK S     -   0.99995461  x   0.99995802  =   0.99991263
 EM1090!UTM  14      -   0.99995461  x   0.99963132  =   0.99958595
 EM1090
 EM1090:                Primary Azimuth Mark                     Grid Az
 EM1090:SPC OK S     -  COOKIE                                   000 13 35.1
 EM1090:UTM  14      -  COOKIE                                   359 39 42.5
 EM1090
 EM1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5040884722(NAD 83)
 EM1090
 EM1090|---------------------------------------------------------------------|
 EM1090| PID    Reference Object                     Distance      Geod. Az  |
 EM1090|                                                           dddmmss.s |
 EM1090| CX8024 RANDLETT RM 1                        14.040 METERS 17631     |
 EM1090| CX8023 RANDLETT AZ MK                                     1812423.5 |
 EM1090| CX8025 RANDLETT RM 2                        29.273 METERS 26811     |
 EM1090| EM0721 COOKIE                              APPROX. 8.9 KM 3595809.7 |
 EM1090|---------------------------------------------------------------------|
 EM1090
 EM1090                          SUPERSEDED SURVEY CONTROL
 EM1090
 EM1090  NAD 83(2007)-  34 12 08.29245(N)    098 27 10.26573(W) AD(2002.00) 0
 EM1090  ELLIP H (02/10/07)  289.162  (m)                       GP(2002.00)    
 EM1090  ELLIP H (04/16/01)  289.176  (m)                       GP(       ) 4 2
 EM1090  NAD 83(1993)-  34 12 08.29232(N)    098 27 10.26577(W) AD(       ) B
 EM1090  ELLIP H (05/09/94)  289.229  (m)                       GP(       ) 4 2
 EM1090  NAD 83(1986)-  34 12 08.29684(N)    098 27 10.25354(W) AD(       ) 3
 EM1090  NAD 27      -  34 12 07.96600(N)    098 27 09.05300(W) AD(       ) 3
 EM1090  NAVD 88 (01/13/95)  315.8    (m)  UNKNOWN  model used  GPS OBS        
 EM1090  NAVD 88 (05/09/94)  315.8    (m)  GEOID93  model used  GPS OBS        
 EM1090
 EM1090.Superseded values are not recommended for survey control.
 EM1090
 EM1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1090.See file dsdata.pdf to determine how the superseded data were derived.
 EM1090
 EM1090_MARKER: DD = SURVEY DISK
 EM1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1090_STAMPING: RESET RANDLETT 1984
 EM1090_MARK LOGO: OKDOT
 EM1090_PROJECTION: FLUSH
 EM1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1090+STABILITY: SURFACE MOTION
 EM1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1090+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 EM1090
 EM1090  HISTORY     - Date     Condition        Report By
 EM1090  HISTORY     - 1984     MONUMENTED       OKDOT
 EM1090  HISTORY     - 19930407 GOOD             NGS
 EM1090  HISTORY     - 20010913 GOOD             LOCSUR
 EM1090  HISTORY     - 20070911 GOOD             AIRDAT
 EM1090
 EM1090                          STATION DESCRIPTION
 EM1090
 EM1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1090'SURFACE STATION MARK SET BY OKDT IS APPARENTLY DIRECTLY OVER THE
 EM1090'ORIGINAL UNDERGROUND MARK.  NO DATA AVAILABLE ON OTHER MARKS.
 EM1090'STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHWEST OF WALTERS, 3 KM
 EM1090'(1.85 MI) NORTHEAST OF RANDLETT, ALONG US HIGHWAYS 277 AND 281, ON
 EM1090'THE RIGHT-OF-WAY, ON TOP OF A RISE, ADJACENT TO A PASTURE AND JUST
 EM1090'SOUTH OF A DIRT ROAD, IN THE NORTHWEST 1/4 OF SECTION 22, T 4 S, R 12
 EM1090'W. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EM1090'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 44
 EM1090'AND US HIGHWAYS 70, 277 AND 281 (EXIT 5), ABOUT 4 KM (2.50 MI) WEST
 EM1090'OF RANDLETT, GO EAST ON HIGHWAYS 70, 277 AND 281 FOR 4.51 KM
 EM1090'(2.80 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON HIGHWAYS 277
 EM1090'AND 281 FOR 3.20 KM (2.00 MI) TO TOP OF RISE AND STATION ON THE RIGHT
 EM1090'JUST BEFORE REACHING A DIRT CROSSROAD.
 EM1090'STATION MARK IS A STATE HIGHWAY DISK SET IN THE TOP OF A 30-CM SQUARE
 EM1090'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 13.8 M (45.3 FT) EAST
 EM1090'OF, AND LEVEL WITH THE HIGHWAY CENTER, 1.7 M (5.6 FT) WEST OF A
 EM1090'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 1.1 M (3.6 FT)
 EM1090'NORTH OF A METAL WITNESS POST, 1.1 M (3.6 FT) SOUTH OF A METAL WITNESS
 EM1090'POST, 1.1 M (3.6 FT) EAST OF A METAL WITNESS POST, 1.3 M (4.3 FT)
 EM1090'WEST-NORTHWEST OF A VERTICAL PIPE, 54.5 M (178.8 FT) SOUTH OF THE ROAD
 EM1090'CENTER, AND 28.5 M (93.5 FT) SOUTH OF A TELEPHONE PEDESTAL.
 EM1090
 EM1090                          STATION RECOVERY (2001)
 EM1090
 EM1090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 EM1090'THE CAP IS A STANDARD ODOT CAP, NOT A NGS CAP.
 EM1090
 EM1090                          STATION RECOVERY (2007)
 EM1090
 EM1090'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 EM1090'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0609 ***********************************************************************
 FK0609  DESIGNATION -  RANKIN
 FK0609  PID         -  FK0609
 FK0609  STATE/COUNTY-  OK/ROGER MILLS
 FK0609  COUNTRY     -  US
 FK0609  USGS QUAD   -  REYDON SW (2018)
 FK0609
 FK0609                         *CURRENT SURVEY CONTROL
 FK0609  ______________________________________________________________________
 FK0609* NAD 83(1993) POSITION- 35 33 00.77284(N) 099 56 40.63187(W)   ADJUSTED
 FK0609* NAVD 88 ORTHO HEIGHT -   783.4   (meters)     2570.    (feet) VERTCON3
 FK0609  ______________________________________________________________________
 FK0609  GEOID HEIGHT    -        -27.502 (meters)                     GEOID18
 FK0609  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 FK0609  HORZ ORDER      -  FIRST
 FK0609
 FK0609.The horizontal coordinates were established by classical geodetic methods
 FK0609.and adjusted by the National Geodetic Survey in November 1994.
 FK0609
 FK0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0609
 FK0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0609.GEOID18 height accuracy estimate available here.
 FK0609
 FK0609.Click photographs - Photos may exist for this station.
 FK0609
 FK0609.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0609
 FK0609. The following values were computed from the NAD 83(1993) position.
 FK0609
 FK0609;                    North         East     Units Scale Factor Converg.
 FK0609;SPC OK N     -    62,813.952   423,686.943   MT  1.00000303   -1 08 51.4
 FK0609;SPC OK N     -   206,082.11  1,390,046.25   sFT  1.00000303   -1 08 51.4
 FK0609;SPC OK S     -   247,618.390   423,672.841   MT  1.00007800   -1 06 13.7
 FK0609;SPC OK S     -   812,394.67  1,389,999.98   sFT  1.00007800   -1 06 13.7
 FK0609;SPC TX N     - 1,173,085.225   341,012.792   MT  0.99991353   +0 54 05.0
 FK0609;SPC TX N     - 3,848,697.11  1,118,806.14   sFT  0.99991353   +0 54 05.0
 FK0609;UTM  14      - 3,934,472.934   414,381.571   MT  0.99969033   -0 32 57.3
 FK0609
 FK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0609!SPC OK N     -   0.99988137  x   1.00000303  =   0.99988440
 FK0609!SPC OK S     -   0.99988137  x   1.00007800  =   0.99995936
 FK0609!SPC TX N     -   0.99988137  x   0.99991353  =   0.99979491
 FK0609!UTM  14      -   0.99988137  x   0.99969033  =   0.99957173
 FK0609
 FK0609:                Primary Azimuth Mark                     Grid Az
 FK0609:SPC OK N     -  LAKE                                     250 49 30.8
 FK0609:SPC OK S     -  LAKE                                     250 46 53.1
 FK0609:SPC TX N     -  LAKE                                     248 46 34.4
 FK0609:UTM  14      -  LAKE                                     250 13 36.7
 FK0609
 FK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1438134472(NAD 83)
 FK0609
 FK0609|---------------------------------------------------------------------|
 FK0609| PID    Reference Object                     Distance      Geod. Az  |
 FK0609|                                                           dddmmss.s |
 FK0609| FK0610 LAKE                                APPROX. 5.2 KM 2494039.4 |
 FK0609|---------------------------------------------------------------------|
 FK0609
 FK0609                          SUPERSEDED SURVEY CONTROL
 FK0609
 FK0609  NAD 83(1986)-  35 33 00.77597(N)    099 56 40.61984(W) AD(       ) 1
 FK0609  NAD 27      -  35 33 00.59900(N)    099 56 39.21900(W) AD(       ) 1
 FK0609  NGVD 29 (07/19/86)  783.1    (m)         2569.     (f) VERT ANG       
 FK0609
 FK0609.Superseded values are not recommended for survey control.
 FK0609
 FK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0609.See file dsdata.pdf to determine how the superseded data were derived.
 FK0609
 FK0609_MARKER: DS = TRIANGULATION STATION DISK
 FK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0609_STAMPING: RANKIN 1927
 FK0609_MARK LOGO: CGS
 FK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0609+STABILITY: SURFACE MOTION
 FK0609
 FK0609  HISTORY     - Date     Condition        Report By
 FK0609  HISTORY     - 1927     MONUMENTED       CGS
 FK0609  HISTORY     - 1966     GOOD             LOCENG
 FK0609  HISTORY     - 1967     GOOD             CGS
 FK0609  HISTORY     - 19870414 MARK NOT FOUND   USPSQD
 FK0609
 FK0609                          STATION DESCRIPTION
 FK0609
 FK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0609'ABOUT 5 MI. S AND 1 MI. W OF RANKIN, OKLAHOMA, IN NW 1/4
 FK0609'SECTION 3, T12N, R26W, IN PASTURE LAND, 360 PACES SE
 FK0609'OF A SECTION CORNER, ON A SMALL KNOLL WITH GREEN BUSHES
 FK0609'ON IT, THE HIGHEST POINT IN THE VICINITY, ABOUT 1/8 MI. SW
 FK0609'OF THIS KNOLL IS A HOUSE HIDDEN IN A GROVE, AND 300 FT. S
 FK0609'OF THE KNOLL IS A CLUSTER OF BUSHES.
 FK0609'
 FK0609'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS, SET IN
 FK0609'CONCRETE.  ELEVATION OF STATION IS 783.1 M. (2569 FT.)
 FK0609'
 FK0609'TO REACH FROM RANKIN, GO S FOR 1 MI., E FOR 1 MI., THEN S FOR 3.7
 FK0609'MI. TO FORKS OF THE ROAD, TAKE THE RIGHT-HAND FORK AND GO ABOUT
 FK0609'1.3 MI. TO A GATE AT THE RIGHT WITH A ROW OF COTTONWOOD
 FK0609'TREES RUNNING W AND QUITE A GROWTH OF TREES TO THE N OF THEM.
 FK0609'GO THROUGH THE GATE AND FOLLOW A ROAD FOR 1 MI. TO FORKS,
 FK0609'TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD IN A
 FK0609'NW DIRECTION FOR ABOUT 1.2 MI. WHEN THE STATION WILL BE
 FK0609'ABOUT 300 FT. N OF THE ROAD.
 FK0609
 FK0609                          STATION RECOVERY (1966)
 FK0609
 FK0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (JPA)
 FK0609'STATION WAS RECOVERED IN GOOD CONDITION.
 FK0609
 FK0609                          STATION RECOVERY (1967)
 FK0609
 FK0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FK0609'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK IS
 FK0609'11 FEET WEST OF A ROUND WOODEN POST PAINTED YELLOW.  CONSIDERABLE
 FK0609'CLEARING WOULD BE REQUIRED TO SET REFERENCE MARKS AND MATERIAL
 FK0609'WOULD HAVE TO BE PACKED TO THE SITE UNLESS A 4-WHEEL DRIVE TRUCK
 FK0609'WAS AVAILABLE.
 FK0609'
 FK0609'TO REACH FROM REYDON, FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 47,
 FK0609'AT THE WEST EDGE OF TOWN, GO SOUTH AND EAST FOR 3.05 MILES TO THE
 FK0609'JUNCTION OF THESE HIGHWAYS, TURN RIGHT AND GO SOUTH ON ROUTE 30 FOR
 FK0609'5.95 MILES TO A SIDE ROAD LEFT AND CATTLE GUARD ON RIGHT, TURN
 FK0609'RIGHT ACROSS CATTLE GUARD AND GO WEST ON SAND ROAD FOR 0.5 MILE TO
 FK0609'ANOTHER GUARD, CONTINUE WEST ON SAND ROAD FOR 0.5 MILE TO ANOTHER
 FK0609'CATTLE GUARD, CROSS GUARD AND CONTINUE ON SAND ROAD FOR 0.55
 FK0609'MILE TO A WIRE GATE, CONTINUE WEST FOR 0.1 MILE TO SECOND GATE
 FK0609'NORTH OF A WINDMILL, PASS THROUGH GATE FOR 0.05 MILE TO FORKS, TAKE
 FK0609'RIGHT FORK AND GO NORTHERLY FOR 0.8 MILE TO FORKS, TAKE LEFT
 FK0609'FORK FOR 0.1 MILE TO A WINDMILL ON THE LEFT, CONTINUE NORTHWEST
 FK0609'ON TRACK ROAD FOR 0.2 MILE TO BASE OF SAND KNOLL AND END OF TRUCK
 FK0609'TRAVEL.  PACK NORTHWEST TO TOP OF KNOLL AND STATION.
 FK0609'
 FK0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTH
 FK0609'AND 1 MILE WEST REYDON.
 FK0609
 FK0609                          STATION RECOVERY (1987)
 FK0609
 FK0609'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0609'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0781 ***********************************************************************
 EL0781  DESIGNATION -  RBN MANNSVILLE MVI S MAST 1955
 EL0781  PID         -  EL0781
 EL0781  STATE/COUNTY-  OK/JOHNSTON
 EL0781  COUNTRY     -  US
 EL0781  USGS QUAD   -  MANNSVILLE (2018)
 EL0781
 EL0781                         *CURRENT SURVEY CONTROL
 EL0781  ______________________________________________________________________
 EL0781* NAD 83(1993) POSITION- 34 11 55.64062(N) 096 53 24.42981(W)   ADJUSTED
 EL0781* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 EL0781  ______________________________________________________________________
 EL0781  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 EL0781  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 EL0781  HORZ ORDER      -  THIRD
 EL0781
 EL0781.The horizontal coordinates were established by classical geodetic methods
 EL0781.and adjusted by the National Geodetic Survey in November 1994.
 EL0781
 EL0781.The orthometric height was scaled from a topographic map.
 EL0781
 EL0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0781.GEOID18 height accuracy estimate available here.
 EL0781
 EL0781.Click photographs - Photos may exist for this station.
 EL0781
 EL0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0781
 EL0781. The following values were computed from the NAD 83(1993) position.
 EL0781
 EL0781;                    North         East     Units Scale Factor Converg.
 EL0781;SPC OK S     -    96,561.595   702,290.300   MT  0.99995843   +0 37 48.0
 EL0781;SPC OK S     -   316,802.50  2,304,097.43   sFT  0.99995843   +0 37 48.0
 EL0781;UTM  14      - 3,786,210.076   694,404.162   MT  1.00006588   +1 11 10.5
 EL0781
 EL0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0781!SPC OK S     -   0.99996875  x   0.99995843  =   0.99992718
 EL0781!UTM  14      -   0.99996875  x   1.00006588  =   1.00003462
 EL0781
 EL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9440486210(NAD 83)
 EL0781
 EL0781                          SUPERSEDED SURVEY CONTROL
 EL0781
 EL0781  NAD 83(1986)-  34 11 55.65034(N)    096 53 24.42363(W) AD(       ) 3
 EL0781  NAD 27      -  34 11 55.30800(N)    096 53 23.39500(W) AD(       ) 3
 EL0781
 EL0781.Superseded values are not recommended for survey control.
 EL0781
 EL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0781.See file dsdata.pdf to determine how the superseded data were derived.
 EL0781
 EL0781_MARKER: 27 = RADIO RANGE MAST
 EL0781
 EL0781  HISTORY     - Date     Condition        Report By
 EL0781  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0781
 EL0781                          STATION DESCRIPTION
 EL0781
 EL0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0781'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST
 EL0781'OF MANNSVILLE AT THE SITE OF THE UNITED STATES AIR FORCE HOMING
 EL0781'BEACON.  IT IS THE SOUTH ONE OF TWO MAST OF IDENTICAL SIZE
 EL0781'AND HEIGHT AND IS IN A SMALL FENCED ENCLOSURE.
 EL0781'
 EL0781'IT IS A 5 INCH TUBULAR MAST OF LAMINATED WOOD CONSTRUCTION
 EL0781'SUPPORTED BY GUY WIRES AND HAS AN OVER-ALL HEIGHT OF ABOUT
 EL0781'30 FEET.
 EL0781'
 EL0781'THE POINT OBSERVED UPON WAS THE BOTTOM AND CENTER OF THE MAST.
 EL0781'
 EL0781'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE
 EL0781'POST OFFICE IN MANNSVILLE, GO NORTH ON A GRAVELED ROAD FOR
 EL0781'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRAVELED
 EL0781'ROAD FOR 0.55 MILE TO A GATE ON THE LEFT AND A SIGN U.S.A.F.
 EL0781'HOMING BEACON.  TURN LEFT THROUGH THIS GATE AND GO SOUTH
 EL0781'ABOUT 0.15 MILE AND THE MAST IN A FENCED ENCLOSURE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0782 ***********************************************************************
 EL0782  DESIGNATION -  RBN MANNSVILLE MVI N MAST 1955
 EL0782  PID         -  EL0782
 EL0782  STATE/COUNTY-  OK/JOHNSTON
 EL0782  COUNTRY     -  US
 EL0782  USGS QUAD   -  MANNSVILLE (2018)
 EL0782
 EL0782                         *CURRENT SURVEY CONTROL
 EL0782  ______________________________________________________________________
 EL0782* NAD 83(1993) POSITION- 34 11 57.54838(N) 096 53 24.40199(W)   ADJUSTED
 EL0782* NAVD 88 ORTHO HEIGHT -   225.    (meters)      738.    (feet) SCALED
 EL0782  ______________________________________________________________________
 EL0782  GEOID HEIGHT    -        -25.947 (meters)                     GEOID18
 EL0782  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 EL0782  HORZ ORDER      -  THIRD
 EL0782
 EL0782.The horizontal coordinates were established by classical geodetic methods
 EL0782.and adjusted by the National Geodetic Survey in November 1994.
 EL0782
 EL0782.The orthometric height was scaled from a topographic map.
 EL0782
 EL0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0782.GEOID18 height accuracy estimate available here.
 EL0782
 EL0782.Click photographs - Photos may exist for this station.
 EL0782
 EL0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0782
 EL0782. The following values were computed from the NAD 83(1993) position.
 EL0782
 EL0782;                    North         East     Units Scale Factor Converg.
 EL0782;SPC OK S     -    96,620.380   702,290.366   MT  0.99995837   +0 37 48.0
 EL0782;SPC OK S     -   316,995.36  2,304,097.64   sFT  0.99995837   +0 37 48.0
 EL0782;UTM  14      - 3,786,268.866   694,403.657   MT  1.00006588   +1 11 10.6
 EL0782
 EL0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0782!SPC OK S     -   0.99996875  x   0.99995837  =   0.99992712
 EL0782!UTM  14      -   0.99996875  x   1.00006588  =   1.00003462
 EL0782
 EL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9440386268(NAD 83)
 EL0782
 EL0782                          SUPERSEDED SURVEY CONTROL
 EL0782
 EL0782  NAD 83(1986)-  34 11 57.55810(N)    096 53 24.39579(W) AD(       ) 3
 EL0782  NAD 27      -  34 11 57.21500(N)    096 53 23.36700(W) AD(       ) 3
 EL0782
 EL0782.Superseded values are not recommended for survey control.
 EL0782
 EL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0782.See file dsdata.pdf to determine how the superseded data were derived.
 EL0782
 EL0782_MARKER: 27 = RADIO RANGE MAST
 EL0782
 EL0782  HISTORY     - Date     Condition        Report By
 EL0782  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0782
 EL0782                          STATION DESCRIPTION
 EL0782
 EL0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0782'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF
 EL0782'MANNSVILLE AT THE SITE OF THE UNITED STATES AIR FORCE HOMING
 EL0782'BEACON.  IT IS THE NORTH ONE OF TWO MAST OF IDENTICAL SIZE AND
 EL0782'HEIGHT AND IS IN A SMALL FENCED ENCLOSURE.
 EL0782'
 EL0782'IT IS A 5 INCH TUBULAR MAST OF LAMINATED WOOD CONSTRUCTION
 EL0782'SUPPORTED BY GUY WIRES AND HAS AN OVER-ALL HEIGHT OF ABOUT
 EL0782'30 FEET.
 EL0782'
 EL0782'THE POINT OBSERVED UPON WAS THE BOTTOM AND CENTER OF THE MAST.
 EL0782'
 EL0782'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE
 EL0782'POST OFFICE IN MANNSVILLE, GO NORTH ON A GRAVELED ROAD FOR
 EL0782'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRAVELED
 EL0782'ROAD FOR 0.55 MILE TO A GATE ON THE LEFT AND A SIGN U.S.A.F.
 EL0782'HOMING BEACON, TURN LEFT THROUGH THIS GATE AND GO SOUTH ABOUT
 EL0782'0.15 MILE AND THE MAST IN A FENCED ENCLOSURE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1276 ***********************************************************************
 DN1276  DESIGNATION -  REA
 DN1276  PID         -  DN1276
 DN1276  STATE/COUNTY-  OK/LOVE
 DN1276  COUNTRY     -  US
 DN1276  USGS QUAD   -  MARIETTA EAST (2018)
 DN1276
 DN1276                         *CURRENT SURVEY CONTROL
 DN1276  ______________________________________________________________________
 DN1276* NAD 83(1993) POSITION- 33 55 18.08342(N) 097 05 17.94148(W)   ADJUSTED
 DN1276* NAVD 88 ORTHO HEIGHT -   296.    (meters)      971.    (feet) SCALED
 DN1276  ______________________________________________________________________
 DN1276  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 DN1276  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 DN1276  HORZ ORDER      -  FIRST
 DN1276
 DN1276.The horizontal coordinates were established by classical geodetic methods
 DN1276.and adjusted by the National Geodetic Survey in November 1994.
 DN1276
 DN1276.The orthometric height was scaled from a topographic map.
 DN1276
 DN1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1276.GEOID18 height accuracy estimate available here.
 DN1276
 DN1276.Click photographs - Photos may exist for this station.
 DN1276
 DN1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1276
 DN1276. The following values were computed from the NAD 83(1993) position.
 DN1276
 DN1276;                    North         East     Units Scale Factor Converg.
 DN1276;SPC OK S     -    65,643.788   684,301.891   MT  1.00000231   +0 31 03.0
 DN1276;SPC OK S     -   215,366.33  2,245,080.45   sFT  1.00000231   +0 31 03.0
 DN1276;SPC TXNC     - 2,250,947.723   730,532.055   MT  0.99998776   +0 46 11.7
 DN1276;SPC TXNC     - 7,384,984.32  2,396,753.92   sFT  0.99998776   +0 46 11.7
 DN1276;UTM  14      - 3,755,118.709   676,714.076   MT  0.99998497   +1 04 01.6
 DN1276
 DN1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1276!SPC OK S     -   0.99995763  x   1.00000231  =   0.99995994
 DN1276!SPC TXNC     -   0.99995763  x   0.99998776  =   0.99994539
 DN1276!UTM  14      -   0.99995763  x   0.99998497  =   0.99994260
 DN1276
 DN1276:                Primary Azimuth Mark                     Grid Az
 DN1276:SPC OK S     -  MARIETTA NORTH BASE                      321 54 44.7
 DN1276:SPC TXNC     -  MARIETTA NORTH BASE                      321 39 36.0
 DN1276:UTM  14      -  MARIETTA NORTH BASE                      321 21 46.1
 DN1276
 DN1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7671455118(NAD 83)
 DN1276
 DN1276|---------------------------------------------------------------------|
 DN1276| PID    Reference Object                     Distance      Geod. Az  |
 DN1276|                                                           dddmmss.s |
 DN1276| CY2950 REA RM 1                              6.465 METERS 05601     |
 DN1276| CY2951 REA RM 2                              6.450 METERS 13152     |
 DN1276| DN1277 MARIETTA RED RIV VAL REA MAST         5.570 METERS 25830     |
 DN1276| DN1275 AIRWAY BCN 7 ESE OF MARIETTA        APPROX. 1.8 KM 2885640.4 |
 DN1276| DN1274 MARIETTA TEX WATER CO WTR TANK      APPROX. 3.3 KM 2993835.3 |
 DN1276| DN1273 MARIETTA ATT CO RELAY TOWER         APPROX. 0.7 KM 3191359.6 |
 DN1276| DN1271 MARIETTA NORTH BASE                 APPROX. 4.1 KM 3222547.7 |
 DN1276|---------------------------------------------------------------------|
 DN1276
 DN1276                          SUPERSEDED SURVEY CONTROL
 DN1276
 DN1276  NAD 83(1986)-  33 55 18.08844(N)    097 05 17.93281(W) AD(       ) 1
 DN1276  NAD 27      -  33 55 17.72660(N)    097 05 16.89310(W) AD(       ) 1
 DN1276
 DN1276.Superseded values are not recommended for survey control.
 DN1276
 DN1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1276.See file dsdata.pdf to determine how the superseded data were derived.
 DN1276
 DN1276_MARKER: DS = TRIANGULATION STATION DISK
 DN1276_SETTING: 80 = SET IN A BOULDER
 DN1276_STAMPING: REA 1954
 DN1276_MARK LOGO: CGS
 DN1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1276+STABILITY: SURFACE MOTION
 DN1276
 DN1276  HISTORY     - Date     Condition        Report By
 DN1276  HISTORY     - 1954     MONUMENTED       CGS
 DN1276  HISTORY     - 1957     GOOD             CGS
 DN1276
 DN1276                          STATION DESCRIPTION
 DN1276
 DN1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 DN1276'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MARIETTA ON THE
 DN1276'TOP OF THE HIGH HILL THAT IS LOCALLY KNOWN AS MARIETTA HILL.
 DN1276'THERE IS AN R.E.A. RADIO MAST AND A SMALL CONCRETE BUILDING
 DN1276'SITUATED ON THE SAME HILL.  THE STATION IS ON THE SOUTHEAST
 DN1276'SLOPE ABOUT 2 FEET BELOW THE HIGHEST PART OF THE HILL AND
 DN1276'24.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 DN1276'BUILDING.  THE DISK IS CEMENTED IN A DRILL HOLE IN A BOULDER
 DN1276'THAT IS ABOUT 3 INCHES BELOW THE SURFACE.  IT IS STAMPED REA
 DN1276'1954.
 DN1276'
 DN1276'REFERENCE MARK NO. 1 IS ON THE SLOPE OF THE HILL ABOUT 3 FEET
 DN1276'BELOW THE ELEVATION OF THE STATION AND 39 FEET NORTHEAST OF THE
 DN1276'RADIO MAST.  IT IS STAMPED REA NO 1 1954.
 DN1276'
 DN1276'REFERENCE MARK NO. 2 IS ON THE SLOPE OF THE HILL ABOUT 3 FEET
 DN1276'BELOW THE ELEVATION OF THE STATION AND 36 FEET EAST OF THE
 DN1276'RADIO MAST.  IT IS STAMPED REA NO 2 1954.
 DN1276'
 DN1276'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 25.95 FEET.
 DN1276'
 DN1276'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE
 DN1276'OF THE RADIO MAST.
 DN1276'
 DN1276'TRIANGULATION STATION MARIETTA N BASE WILL SERVE AS AN AZIMUTH
 DN1276'MARK.
 DN1276'
 DN1276'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA GO EAST ON
 DN1276'THE MAIN STREET FOR 0.4 MILE TO SOUTHEAST 5TH AVENUE, TURN
 DN1276'RIGHT AND GO SOUTH FOR 0.4 MILE TO OAK STREET, TURN LEFT
 DN1276'AND GO EAST AND SOUTH ON OAK STREET FOR 0.4 MILE TO A T-ROAD LEFT,
 DN1276'TURN LEFT AND GO EAST FOR 0.5 MILE TO A LOCKED ALUMINUM GATE,
 DN1276'CONTINUE THROUGH GATE FOR 0.35 MILE TO A TELEPHONE RELAY TOWER
 DN1276'ON THE LEFT, TURN RIGHT, (LEAVING THE MAIN ROAD), AND FOLLOW
 DN1276'A DIM TRACK ROAD OVER THE HIGHEST PART OF THE HILL FOR 0.3
 DN1276'MILE TO A FENCE, BEAR LEFT FOR 0.05 MILE TO A GATE IN THE
 DN1276'FENCE CORNER, PASS THROUGH GATE AND GO SOUTH FOR ABOUT 100
 DN1276'FEET THENCE LEFT THROUGH ANOTHER GATE, CONTINUE AHEAD
 DN1276'FOR 0.25 MILE TO THE TOP OF THE HILL AND THE STATION AS
 DN1276'DESCRIBED.
 DN1276
 DN1276                          STATION RECOVERY (1957)
 DN1276
 DN1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1276'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1276'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1276'TO STATION SITE ARE CORRECT, EXCEPT THAT THE SECOND GATE AND
 DN1276'FENCE MENTIONED IN THE 1955 DESCRIPTION ARE NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1146 ***********************************************************************
 FH1146  DESIGNATION -  REBAR 111
 FH1146  PID         -  FH1146
 FH1146  STATE/COUNTY-  OK/WAGONER
 FH1146  COUNTRY     -  US
 FH1146  USGS QUAD   -  COWETA (2018)
 FH1146
 FH1146                         *CURRENT SURVEY CONTROL
 FH1146  ______________________________________________________________________
 FH1146* NAD 83(1993) POSITION- 35 56 25.91315(N) 095 42 29.33688(W)   ADJUSTED
 FH1146* NAVD 88 ORTHO HEIGHT -   223.0   (meters)      732.    (feet) VERTCON3
 FH1146  ______________________________________________________________________
 FH1146  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 FH1146  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 FH1146  HORZ ORDER      -  SECOND
 FH1146
 FH1146.The horizontal coordinates were established by classical geodetic methods
 FH1146.and adjusted by the National Geodetic Survey in November 1994.
 FH1146
 FH1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1146
 FH1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1146.GEOID18 height accuracy estimate available here.
 FH1146
 FH1146.Click photographs - Photos may exist for this station.
 FH1146
 FH1146.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1146
 FH1146. The following values were computed from the NAD 83(1993) position.
 FH1146
 FH1146;                    North         East     Units Scale Factor Converg.
 FH1146;SPC OK N     -   106,794.960   806,767.877   MT  0.99995321   +1 21 09.1
 FH1146;SPC OK N     -   350,376.46  2,646,870.94   sFT  0.99995321   +1 21 09.1
 FH1146;UTM  15      - 3,980,742.656   255,709.310   MT  1.00033542   -1 35 25.2
 FH1146
 FH1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1146!SPC OK N     -   0.99996959  x   0.99995321  =   0.99992280
 FH1146!UTM  15      -   0.99996959  x   1.00033542  =   1.00030500
 FH1146
 FH1146:                Primary Azimuth Mark                     Grid Az
 FH1146:SPC OK N     -  BIXBY                                    258 41 56.7
 FH1146:UTM  15      -  BIXBY                                    261 38 31.0
 FH1146
 FH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5570980742(NAD 83)
 FH1146
 FH1146|---------------------------------------------------------------------|
 FH1146| PID    Reference Object                     Distance      Geod. Az  |
 FH1146|                                                           dddmmss.s |
 FH1146| FH1175 BIXBY                               APPROX.18.0 KM 2600305.8 |
 FH1146|---------------------------------------------------------------------|
 FH1146
 FH1146                          SUPERSEDED SURVEY CONTROL
 FH1146
 FH1146  NAD 83(1986)-  35 56 25.93715(N)    095 42 29.32172(W) AD(       ) 2
 FH1146  NAD 27      -  35 56 25.57533(N)    095 42 28.37998(W) AD(       ) 2
 FH1146  NGVD 29 (07/19/86)  222.6    (m)          730.     (f) VERT ANG       
 FH1146
 FH1146.Superseded values are not recommended for survey control.
 FH1146
 FH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1146.See file dsdata.pdf to determine how the superseded data were derived.
 FH1146
 FH1146_MARKER: I = METAL ROD
 FH1146_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1146+WITH SETTING: INFORMATION.
 FH1146_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1146
 FH1146  HISTORY     - Date     Condition        Report By
 FH1146  HISTORY     - 1968     MONUMENTED       USGS
 FH1146
 FH1146                          STATION DESCRIPTION
 FH1146
 FH1146'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1146'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF ONETA, 5.3 MI
 FH1146'(8.5 KM) EAST-NORTHEAST OF LEONARD AND 3.3 MI (5.3 KM) WEST-SOUTHWEST
 FH1146'OF COWETA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0942 ***********************************************************************
 GK0942  DESIGNATION -  REBAR 1321
 GK0942  PID         -  GK0942
 GK0942  STATE/COUNTY-  OK/TEXAS
 GK0942  COUNTRY     -  US
 GK0942  USGS QUAD   -  HOUGH NW (2018)
 GK0942
 GK0942                         *CURRENT SURVEY CONTROL
 GK0942  ______________________________________________________________________
 GK0942* NAD 83(1997) POSITION- 36 58 45.61125(N) 101 44 08.46892(W)   ADJUSTED
 GK0942* NAVD 88 ORTHO HEIGHT -  1060.6   (meters)     3480.    (feet) VERTCON3
 GK0942  ______________________________________________________________________
 GK0942  GEOID HEIGHT    -        -25.454 (meters)                     GEOID18
 GK0942  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC18
 GK0942  HORZ ORDER      -  SECOND
 GK0942
 GK0942.The horizontal coordinates were established by classical geodetic methods
 GK0942.and adjusted by the National Geodetic Survey in October 1998.
 GK0942
 GK0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0942
 GK0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0942.GEOID18 height accuracy estimate available here.
 GK0942
 GK0942.Click photographs - Photos may exist for this station.
 GK0942
 GK0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0942
 GK0942. The following values were computed from the NAD 83(1997) position.
 GK0942
 GK0942;                    North         East     Units Scale Factor Converg.
 GK0942;SPC OK N     -   226,023.309   267,457.264   MT  1.00004572   -2 12 16.6
 GK0942;SPC OK N     -   741,544.81    877,482.71   sFT  1.00004572   -2 12 16.6
 GK0942;UTM  14      - 4,096,078.433   256,497.788   MT  1.00033051   -1 38 47.0
 GK0942
 GK0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0942!SPC OK N     -   0.99983758  x   1.00004572  =   0.99988330
 GK0942!UTM  14      -   0.99983758  x   1.00033051  =   1.00016804
 GK0942
 GK0942:                Primary Azimuth Mark                     Grid Az
 GK0942:SPC OK N     -  REBAR 1322                               058 32 49.3
 GK0942:UTM  14      -  REBAR 1322                               057 59 19.7
 GK0942
 GK0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5649796078(NAD 83)
 GK0942
 GK0942|---------------------------------------------------------------------|
 GK0942| PID    Reference Object                     Distance      Geod. Az  |
 GK0942|                                                           dddmmss.s |
 GK0942| GK0941 REBAR 1322                          APPROX. 3.1 KM 0562032.7 |
 GK0942|---------------------------------------------------------------------|
 GK0942
 GK0942                          SUPERSEDED SURVEY CONTROL
 GK0942
 GK0942  NAD 83(1993)-  36 58 45.61076(N)    101 44 08.46839(W) AD(       ) 2
 GK0942  NAD 83(1986)-  36 58 45.62042(N)    101 44 08.45850(W) AD(       ) 2
 GK0942  NAD 27      -  36 58 45.52831(N)    101 44 06.88152(W) AD(       ) 2
 GK0942  NGVD 29 (07/19/86) 1060.1    (m)         3478.     (f) VERT ANG       
 GK0942
 GK0942.Superseded values are not recommended for survey control.
 GK0942
 GK0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0942.See file dsdata.pdf to determine how the superseded data were derived.
 GK0942
 GK0942_MARKER: I = METAL ROD
 GK0942_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GK0942+WITH SETTING: INFORMATION.
 GK0942_MAGNETIC: I = MARKER IS A STEEL ROD
 GK0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0942
 GK0942  HISTORY     - Date     Condition        Report By
 GK0942  HISTORY     - 1972     MONUMENTED       USGS
 GK0942
 GK0942                          STATION DESCRIPTION
 GK0942
 GK0942'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GK0942'THE MARK IS LOCATED ABOUT 17.4 MI (28.0 KM) WEST-NORTHWEST OF
 GK0942'STRAIGHT, 15.7 MI (25.2 KM) NORTHEAST OF EVA AND 11.6 MI (18.6 KM)
 GK0942'NORTHWEST OF HOUGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1151 ***********************************************************************
 FH1151  DESIGNATION -  REBAR 144
 FH1151  PID         -  FH1151
 FH1151  STATE/COUNTY-  OK/MUSKOGEE
 FH1151  COUNTRY     -  US
 FH1151  USGS QUAD   -  COUNCIL HILL (2018)
 FH1151
 FH1151                         *CURRENT SURVEY CONTROL
 FH1151  ______________________________________________________________________
 FH1151* NAD 83(1993) POSITION- 35 36 34.79174(N) 095 41 35.12220(W)   ADJUSTED
 FH1151* NAVD 88 ORTHO HEIGHT -   204.8   (meters)      672.    (feet) VERTCON3
 FH1151  ______________________________________________________________________
 FH1151  GEOID HEIGHT    -        -29.470 (meters)                     GEOID18
 FH1151  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 FH1151  HORZ ORDER      -  SECOND
 FH1151
 FH1151.The horizontal coordinates were established by classical geodetic methods
 FH1151.and adjusted by the National Geodetic Survey in November 1994.
 FH1151
 FH1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1151
 FH1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1151.GEOID18 height accuracy estimate available here.
 FH1151
 FH1151.Click photographs - Photos may exist for this station.
 FH1151
 FH1151.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1151
 FH1151. The following values were computed from the NAD 83(1993) position.
 FH1151
 FH1151;                    North         East     Units Scale Factor Converg.
 FH1151;SPC OK N     -    70,127.298   808,998.479   MT  0.99999247   +1 21 41.1
 FH1151;SPC OK N     -   230,075.98  2,654,189.18   sFT  0.99999247   +1 21 41.1
 FH1151;UTM  15      - 3,943,995.487   256,058.623   MT  1.00033337   -1 34 07.9
 FH1151
 FH1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1151!SPC OK N     -   0.99997248  x   0.99999247  =   0.99996495
 FH1151!UTM  15      -   0.99997248  x   1.00033337  =   1.00030584
 FH1151
 FH1151:                Primary Azimuth Mark                     Grid Az
 FH1151:SPC OK N     -  BOYNTON                                  032 54 30.2
 FH1151:UTM  15      -  BOYNTON                                  035 50 19.2
 FH1151
 FH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5605843995(NAD 83)
 FH1151
 FH1151|---------------------------------------------------------------------|
 FH1151| PID    Reference Object                     Distance      Geod. Az  |
 FH1151|                                                           dddmmss.s |
 FH1151| FH1155 BOYNTON                             APPROX. 6.8 KM 0341611.3 |
 FH1151|---------------------------------------------------------------------|
 FH1151
 FH1151                          SUPERSEDED SURVEY CONTROL
 FH1151
 FH1151  NAD 83(1986)-  35 36 34.81585(N)    095 41 35.11332(W) AD(       ) 2
 FH1151  NAD 27      -  35 36 34.45239(N)    095 41 34.15995(W) AD(       ) 2
 FH1151  NGVD 29 (07/19/86)  204.7    (m)          672.     (f) VERT ANG       
 FH1151
 FH1151.Superseded values are not recommended for survey control.
 FH1151
 FH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1151.See file dsdata.pdf to determine how the superseded data were derived.
 FH1151
 FH1151_MARKER: I = METAL ROD
 FH1151_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1151+WITH SETTING: INFORMATION.
 FH1151_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1151
 FH1151  HISTORY     - Date     Condition        Report By
 FH1151  HISTORY     - 1968     MONUMENTED       USGS
 FH1151
 FH1151                          STATION DESCRIPTION
 FH1151
 FH1151'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1151'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF WAINWRIGHT, 4.4 MI
 FH1151'(7.1 KM) NORTH-NORTHWEST OF COUNCIL HILL AND 3.4 MI (5.5 KM)
 FH1151'SOUTHWEST OF BOYNTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0956 ***********************************************************************
 GH0956  DESIGNATION -  REBAR 207
 GH0956  PID         -  GH0956
 GH0956  STATE/COUNTY-  OK/CREEK
 GH0956  COUNTRY     -  US
 GH0956  USGS QUAD   -  TERLTON (2018)
 GH0956
 GH0956                         *CURRENT SURVEY CONTROL
 GH0956  ______________________________________________________________________
 GH0956* NAD 83(1993) POSITION- 36 09 12.33613(N) 096 29 47.94209(W)   ADJUSTED
 GH0956* NAVD 88 ORTHO HEIGHT -   280.6   (meters)      921.    (feet) VERTCON3
 GH0956  ______________________________________________________________________
 GH0956  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 GH0956  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 GH0956  HORZ ORDER      -  SECOND
 GH0956
 GH0956.The horizontal coordinates were established by classical geodetic methods
 GH0956.and adjusted by the National Geodetic Survey in November 1994.
 GH0956
 GH0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0956
 GH0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0956.GEOID18 height accuracy estimate available here.
 GH0956
 GH0956.Click photographs - Photos may exist for this station.
 GH0956
 GH0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0956
 GH0956. The following values were computed from the NAD 83(1993) position.
 GH0956
 GH0956;                    North         East     Units Scale Factor Converg.
 GH0956;SPC OK N     -   129,023.294   735,271.699   MT  0.99994544   +0 53 13.9
 GH0956;SPC OK N     -   423,303.92  2,412,303.90   sFT  0.99994544   +0 53 13.9
 GH0956;UTM  14      - 4,003,869.440   725,205.061   MT  1.00022495   +1 28 38.9
 GH0956
 GH0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0956!SPC OK N     -   0.99996041  x   0.99994544  =   0.99990586
 GH0956!UTM  14      -   0.99996041  x   1.00022495  =   1.00018535
 GH0956
 GH0956:                Primary Azimuth Mark                     Grid Az
 GH0956:SPC OK N     -  MANNFORD                                 111 24 36.1
 GH0956:UTM  14      -  MANNFORD                                 110 49 11.1
 GH0956
 GH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2520503869(NAD 83)
 GH0956
 GH0956|---------------------------------------------------------------------|
 GH0956| PID    Reference Object                     Distance      Geod. Az  |
 GH0956|                                                           dddmmss.s |
 GH0956| GH0953 MANNFORD                            APPROX.10.1 KM 1121750.0 |
 GH0956|---------------------------------------------------------------------|
 GH0956
 GH0956                          SUPERSEDED SURVEY CONTROL
 GH0956
 GH0956  NAD 83(1986)-  36 09 12.35163(N)    096 29 47.92599(W) AD(       ) 2
 GH0956  NAD 27      -  36 09 12.10465(N)    096 29 46.86249(W) AD(       ) 2
 GH0956  NGVD 29 (07/19/86)  280.5    (m)          920.     (f) VERT ANG       
 GH0956
 GH0956.Superseded values are not recommended for survey control.
 GH0956
 GH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0956.See file dsdata.pdf to determine how the superseded data were derived.
 GH0956
 GH0956_MARKER: I = METAL ROD
 GH0956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0956+WITH SETTING: INFORMATION.
 GH0956_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0956
 GH0956  HISTORY     - Date     Condition        Report By
 GH0956  HISTORY     - 1970     MONUMENTED       USGS
 GH0956
 GH0956                          STATION DESCRIPTION
 GH0956
 GH0956'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GH0956'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF OILTON, 4.5 MI
 GH0956'(7.2 KM) EAST-SOUTHEAST OF JENNINGS AND 2.4 MI (3.9 KM) SOUTH OF
 GH0956'TERLTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1153 ***********************************************************************
 FH1153  DESIGNATION -  REBAR 3
 FH1153  PID         -  FH1153
 FH1153  STATE/COUNTY-  OK/MCINTOSH
 FH1153  COUNTRY     -  US
 FH1153  USGS QUAD   -  COUNCIL HILL (2018)
 FH1153
 FH1153                         *CURRENT SURVEY CONTROL
 FH1153  ______________________________________________________________________
 FH1153* NAD 83(1993) POSITION- 35 31 33.96235(N) 095 44 52.84496(W)   ADJUSTED
 FH1153* NAVD 88 ORTHO HEIGHT -   240.1   (meters)      788.    (feet) VERTCON3
 FH1153  ______________________________________________________________________
 FH1153  GEOID HEIGHT    -        -29.475 (meters)                     GEOID18
 FH1153  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 FH1153  HORZ ORDER      -  SECOND
 FH1153
 FH1153.The horizontal coordinates were established by classical geodetic methods
 FH1153.and adjusted by the National Geodetic Survey in November 1994.
 FH1153
 FH1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1153
 FH1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1153.GEOID18 height accuracy estimate available here.
 FH1153
 FH1153.Click photographs - Photos may exist for this station.
 FH1153
 FH1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1153
 FH1153. The following values were computed from the NAD 83(1993) position.
 FH1153
 FH1153;                    North         East     Units Scale Factor Converg.
 FH1153;SPC OK S     -   245,522.742   804,252.893   MT  1.00007098   +1 16 41.8
 FH1153;SPC OK S     -   805,519.20  2,638,619.70   sFT  1.00007098   +1 16 41.8
 FH1153;UTM  15      - 3,934,861.924   250,823.598   MT  1.00036520   -1 35 51.4
 FH1153
 FH1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1153!SPC OK S     -   0.99996694  x   1.00007098  =   1.00003792
 FH1153!UTM  15      -   0.99996694  x   1.00036520  =   1.00033213
 FH1153
 FH1153:                Primary Azimuth Mark                     Grid Az
 FH1153:SPC OK S     -  HORTON                                   041 43 21.9
 FH1153:UTM  15      -  HORTON                                   044 35 55.1
 FH1153
 FH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5082334861(NAD 83)
 FH1153
 FH1153|---------------------------------------------------------------------|
 FH1153| PID    Reference Object                     Distance      Geod. Az  |
 FH1153|                                                           dddmmss.s |
 FH1153| FH1150 HORTON                              APPROX. 4.3 KM 0430003.7 |
 FH1153|---------------------------------------------------------------------|
 FH1153
 FH1153                          SUPERSEDED SURVEY CONTROL
 FH1153
 FH1153  NAD 83(1986)-  35 31 33.98704(N)    095 44 52.83805(W) AD(       ) 2
 FH1153  NAD 27      -  35 31 33.61814(N)    095 44 51.87014(W) AD(       ) 2
 FH1153  NGVD 29 (07/19/86)  240.0    (m)          787.     (f) VERT ANG       
 FH1153
 FH1153.Superseded values are not recommended for survey control.
 FH1153
 FH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1153.See file dsdata.pdf to determine how the superseded data were derived.
 FH1153
 FH1153_MARKER: I = METAL ROD
 FH1153_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1153+WITH SETTING: INFORMATION.
 FH1153_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1153
 FH1153  HISTORY     - Date     Condition        Report By
 FH1153  HISTORY     - 1968     MONUMENTED       USGS
 FH1153
 FH1153                          STATION DESCRIPTION
 FH1153
 FH1153'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1153'THE MARK IS LOCATED ABOUT 6.6 MI (10.5 KM) NORTH-NORTHWEST OF PIERCE,
 FH1153'5.9 MI (9.5 KM) EAST-NORTHEAST OF HOFFMAN AND 5.8 MI (9.4 KM)
 FH1153'WEST-SOUTHWEST OF COUNCIL HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1161 ***********************************************************************
 FH1161  DESIGNATION -  REBAR 35
 FH1161  PID         -  FH1161
 FH1161  STATE/COUNTY-  OK/MCINTOSH
 FH1161  COUNTRY     -  US
 FH1161  USGS QUAD   -  MORRIS (2018)
 FH1161
 FH1161                         *CURRENT SURVEY CONTROL
 FH1161  ______________________________________________________________________
 FH1161* NAD 83(1993) POSITION- 35 33 06.00893(N) 095 49 12.35519(W)   ADJUSTED
 FH1161* NAVD 88 ORTHO HEIGHT -   229.7   (meters)      754.    (feet) VERTCON3
 FH1161  ______________________________________________________________________
 FH1161  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 FH1161  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 FH1161  HORZ ORDER      -  SECOND
 FH1161
 FH1161.The horizontal coordinates were established by classical geodetic methods
 FH1161.and adjusted by the National Geodetic Survey in November 1994.
 FH1161
 FH1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1161
 FH1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1161.GEOID18 height accuracy estimate available here.
 FH1161
 FH1161.Click photographs - Photos may exist for this station.
 FH1161
 FH1161.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1161
 FH1161. The following values were computed from the NAD 83(1993) position.
 FH1161
 FH1161;                    North         East     Units Scale Factor Converg.
 FH1161;SPC OK S     -   248,215.597   797,654.522   MT  1.00007843   +1 14 14.5
 FH1161;SPC OK S     -   814,354.00  2,616,971.54   sFT  1.00007843   +1 14 14.5
 FH1161;UTM  15      - 3,937,883.499   244,366.696   MT  1.00040537   -1 38 26.2
 FH1161
 FH1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1161!SPC OK S     -   0.99996855  x   1.00007843  =   1.00004698
 FH1161!UTM  15      -   0.99996855  x   1.00040537  =   1.00037391
 FH1161
 FH1161:                Primary Azimuth Mark                     Grid Az
 FH1161:SPC OK S     -  FRANK                                    182 29 31.4
 FH1161:UTM  15      -  FRANK                                    185 22 12.1
 FH1161
 FH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4436637883(NAD 83)
 FH1161
 FH1161|---------------------------------------------------------------------|
 FH1161| PID    Reference Object                     Distance      Geod. Az  |
 FH1161|                                                           dddmmss.s |
 FH1161| FH1162 FRANK                               APPROX. 3.3 KM 1834345.9 |
 FH1161|---------------------------------------------------------------------|
 FH1161
 FH1161                          SUPERSEDED SURVEY CONTROL
 FH1161
 FH1161  NAD 83(1986)-  35 33 06.03446(N)    095 49 12.34747(W) AD(       ) 2
 FH1161  NAD 27      -  35 33 05.66306(N)    095 49 11.37403(W) AD(       ) 2
 FH1161  NGVD 29 (07/19/86)  229.6    (m)          753.     (f) VERT ANG       
 FH1161
 FH1161.Superseded values are not recommended for survey control.
 FH1161
 FH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1161.See file dsdata.pdf to determine how the superseded data were derived.
 FH1161
 FH1161_MARKER: I = METAL ROD
 FH1161_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1161+WITH SETTING: INFORMATION.
 FH1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1161
 FH1161  HISTORY     - Date     Condition        Report By
 FH1161  HISTORY     - 1968     MONUMENTED       USGS
 FH1161
 FH1161                          STATION DESCRIPTION
 FH1161
 FH1161'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1161'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF OKMULGEE,
 FH1161'4.5 MI (7.2 KM) NORTH-NORTHEAST OF HOFFMAN AND 4.5 MI (7.2 KM)
 FH1161'SOUTH-SOUTHEAST OF MORRIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0952 ***********************************************************************
 GH0952  DESIGNATION -  REBAR 359
 GH0952  PID         -  GH0952
 GH0952  STATE/COUNTY-  OK/CREEK
 GH0952  COUNTRY     -  US
 GH0952  USGS QUAD   -  MANNFORD SE (2018)
 GH0952
 GH0952                         *CURRENT SURVEY CONTROL
 GH0952  ______________________________________________________________________
 GH0952* NAD 83(1993) POSITION- 36 03 15.59515(N) 096 22 22.06447(W)   ADJUSTED
 GH0952* NAVD 88 ORTHO HEIGHT -   301.0   (meters)      988.    (feet) VERTCON3
 GH0952  ______________________________________________________________________
 GH0952  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 GH0952  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 GH0952  HORZ ORDER      -  SECOND
 GH0952
 GH0952.The horizontal coordinates were established by classical geodetic methods
 GH0952.and adjusted by the National Geodetic Survey in November 1994.
 GH0952
 GH0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0952
 GH0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0952.GEOID18 height accuracy estimate available here.
 GH0952
 GH0952.Click photographs - Photos may exist for this station.
 GH0952
 GH0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0952
 GH0952. The following values were computed from the NAD 83(1993) position.
 GH0952
 GH0952;                    North         East     Units Scale Factor Converg.
 GH0952;SPC OK N     -   118,209.463   746,599.456   MT  0.99994735   +0 57 37.0
 GH0952;SPC OK N     -   387,825.55  2,449,468.38   sFT  0.99994735   +0 57 37.0
 GH0952;UTM  14      - 3,993,169.201   736,646.849   MT  1.00029009   +1 32 49.1
 GH0952
 GH0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0952!SPC OK N     -   0.99995721  x   0.99994735  =   0.99990457
 GH0952!UTM  14      -   0.99995721  x   1.00029009  =   1.00024729
 GH0952
 GH0952:                Primary Azimuth Mark                     Grid Az
 GH0952:SPC OK N     -  DOG                                      175 21 51.9
 GH0952:UTM  14      -  DOG                                      174 46 39.8
 GH0952
 GH0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3664693169(NAD 83)
 GH0952
 GH0952|---------------------------------------------------------------------|
 GH0952| PID    Reference Object                     Distance      Geod. Az  |
 GH0952|                                                           dddmmss.s |
 GH0952| GH0951 DOG                                 APPROX. 5.6 KM 1761928.9 |
 GH0952|---------------------------------------------------------------------|
 GH0952
 GH0952                          SUPERSEDED SURVEY CONTROL
 GH0952
 GH0952  NAD 83(1986)-  36 03 15.61288(N)    096 22 22.04716(W) AD(       ) 2
 GH0952  NAD 27      -  36 03 15.34158(N)    096 22 21.00937(W) AD(       ) 2
 GH0952  NGVD 29 (07/19/86)  300.9    (m)          987.     (f) VERT ANG       
 GH0952
 GH0952.Superseded values are not recommended for survey control.
 GH0952
 GH0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0952.See file dsdata.pdf to determine how the superseded data were derived.
 GH0952
 GH0952_MARKER: I = METAL ROD
 GH0952_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0952+WITH SETTING: INFORMATION.
 GH0952_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0952
 GH0952  HISTORY     - Date     Condition        Report By
 GH0952  HISTORY     - 1970     MONUMENTED       USGS
 GH0952
 GH0952                          STATION DESCRIPTION
 GH0952
 GH0952'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GH0952'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) NORTH-NORTHWEST OF
 GH0952'HEYBURN, 10.6 MI (17.1 KM) NORTH OF BELLVUE AND 6.3 MI (10.1 KM)
 GH0952'EAST-NORTHEAST OF OLIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0950 ***********************************************************************
 GH0950  DESIGNATION -  REBAR 360
 GH0950  PID         -  GH0950
 GH0950  STATE/COUNTY-  OK/CREEK
 GH0950  COUNTRY     -  US
 GH0950  USGS QUAD   -  MANNFORD SE (2018)
 GH0950
 GH0950                         *CURRENT SURVEY CONTROL
 GH0950  ______________________________________________________________________
 GH0950* NAD 83(1993) POSITION- 36 05 27.79842(N) 096 21 56.52337(W)   ADJUSTED
 GH0950* NAVD 88 ORTHO HEIGHT -   250.2   (meters)      821.    (feet) VERTCON3
 GH0950  ______________________________________________________________________
 GH0950  GEOID HEIGHT    -        -28.429 (meters)                     GEOID18
 GH0950  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 GH0950  HORZ ORDER      -  SECOND
 GH0950
 GH0950.The horizontal coordinates were established by classical geodetic methods
 GH0950.and adjusted by the National Geodetic Survey in November 1994.
 GH0950
 GH0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0950
 GH0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0950.GEOID18 height accuracy estimate available here.
 GH0950
 GH0950.Click photographs - Photos may exist for this station.
 GH0950
 GH0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0950
 GH0950. The following values were computed from the NAD 83(1993) position.
 GH0950
 GH0950;                    North         East     Units Scale Factor Converg.
 GH0950;SPC OK N     -   122,294.217   747,169.996   MT  0.99994629   +0 57 52.1
 GH0950;SPC OK N     -   401,226.94  2,451,340.23   sFT  0.99994629   +0 57 52.1
 GH0950;UTM  14      - 3,997,260.999   737,175.669   MT  1.00029317   +1 33 09.0
 GH0950
 GH0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0950!SPC OK N     -   0.99996519  x   0.99994629  =   0.99991148
 GH0950!UTM  14      -   0.99996519  x   1.00029317  =   1.00025835
 GH0950
 GH0950:                Primary Azimuth Mark                     Grid Az
 GH0950:SPC OK N     -  REBAR 359                                187 57 05.0
 GH0950:UTM  14      -  REBAR 359                                187 21 48.1
 GH0950
 GH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3717597260(NAD 83)
 GH0950
 GH0950|---------------------------------------------------------------------|
 GH0950| PID    Reference Object                     Distance      Geod. Az  |
 GH0950|                                                           dddmmss.s |
 GH0950| GH0952 REBAR 359                           APPROX. 4.1 KM 1885457.1 |
 GH0950|---------------------------------------------------------------------|
 GH0950
 GH0950                          SUPERSEDED SURVEY CONTROL
 GH0950
 GH0950  NAD 83(1986)-  36 05 27.81613(N)    096 21 56.50639(W) AD(       ) 2
 GH0950  NAD 27      -  36 05 27.54699(N)    096 21 55.47122(W) AD(       ) 2
 GH0950  NGVD 29 (07/19/86)  250.1    (m)          821.     (f) VERT ANG       
 GH0950
 GH0950.Superseded values are not recommended for survey control.
 GH0950
 GH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0950.See file dsdata.pdf to determine how the superseded data were derived.
 GH0950
 GH0950_MARKER: I = METAL ROD
 GH0950_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0950+WITH SETTING: INFORMATION.
 GH0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0950
 GH0950  HISTORY     - Date     Condition        Report By
 GH0950  HISTORY     - 1970     MONUMENTED       USGS
 GH0950
 GH0950                          STATION DESCRIPTION
 GH0950
 GH0950'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GH0950'THE MARK IS LOCATED ABOUT 11.6 MI (18.7 KM) WEST-SOUTHWEST OF WEKIWA,
 GH0950'9.6 MI (15.5 KM) SOUTHEAST OF TERLTON AND 7.7 MI (12.4 KM) NORTHEAST
 GH0950'OF OLIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0947 ***********************************************************************
 GH0947  DESIGNATION -  REBAR 401
 GH0947  PID         -  GH0947
 GH0947  STATE/COUNTY-  OK/TULSA
 GH0947  COUNTRY     -  US
 GH0947  USGS QUAD   -  LAKE SAHOMA (2018)
 GH0947
 GH0947                         *CURRENT SURVEY CONTROL
 GH0947  ______________________________________________________________________
 GH0947* NAD 83(1993) POSITION- 36 06 19.73629(N) 096 12 11.02103(W)   ADJUSTED
 GH0947* NAVD 88 ORTHO HEIGHT -   294.2   (meters)      965.    (feet) VERTCON3
 GH0947  ______________________________________________________________________
 GH0947  GEOID HEIGHT    -        -28.572 (meters)                     GEOID18
 GH0947  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 GH0947  HORZ ORDER      -  SECOND
 GH0947
 GH0947.The horizontal coordinates were established by classical geodetic methods
 GH0947.and adjusted by the National Geodetic Survey in November 1994.
 GH0947
 GH0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0947
 GH0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0947.GEOID18 height accuracy estimate available here.
 GH0947
 GH0947.Click photographs - Photos may exist for this station.
 GH0947
 GH0947.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0947
 GH0947. The following values were computed from the NAD 83(1993) position.
 GH0947
 GH0947;                    North         East     Units Scale Factor Converg.
 GH0947;SPC OK N     -   124,153.512   761,784.600   MT  0.99994599   +1 03 37.6
 GH0947;SPC OK N     -   407,326.98  2,499,288.31   sFT  0.99994599   +1 03 37.6
 GH0947;UTM  14      - 3,999,271.037   751,776.112   MT  1.00038115   +1 38 56.5
 GH0947
 GH0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0947!SPC OK N     -   0.99995831  x   0.99994599  =   0.99990430
 GH0947!UTM  14      -   0.99995831  x   1.00038115  =   1.00033944
 GH0947
 GH0947:                Primary Azimuth Mark                     Grid Az
 GH0947:SPC OK N     -  COMPTON                                  181 38 42.4
 GH0947:UTM  14      -  COMPTON                                  181 03 23.5
 GH0947
 GH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5177699271(NAD 83)
 GH0947
 GH0947|---------------------------------------------------------------------|
 GH0947| PID    Reference Object                     Distance      Geod. Az  |
 GH0947|                                                           dddmmss.s |
 GH0947| FJ1169 COMPTON                             APPROX.13.3 KM 1824220.0 |
 GH0947|---------------------------------------------------------------------|
 GH0947
 GH0947                          SUPERSEDED SURVEY CONTROL
 GH0947
 GH0947  NAD 83(1986)-  36 06 19.75666(N)    096 12 11.00446(W) AD(       ) 2
 GH0947  NAD 27      -  36 06 19.46100(N)    096 12 09.99731(W) AD(       ) 2
 GH0947  NGVD 29 (07/19/86)  294.1    (m)          965.     (f) VERT ANG       
 GH0947
 GH0947.Superseded values are not recommended for survey control.
 GH0947
 GH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0947.See file dsdata.pdf to determine how the superseded data were derived.
 GH0947
 GH0947_MARKER: I = METAL ROD
 GH0947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0947+WITH SETTING: INFORMATION.
 GH0947_MAGNETIC: I = MARKER IS A STEEL ROD
 GH0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0947
 GH0947  HISTORY     - Date     Condition        Report By
 GH0947  HISTORY     - 1970     MONUMENTED       USGS
 GH0947
 GH0947                          STATION DESCRIPTION
 GH0947
 GH0947'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GH0947'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF SAPULPA, 5.8
 GH0947'MI (9.3 KM) WEST-SOUTHWEST OF SAND SPRINGS AND 3.7 MI (5.9 KM)
 GH0947'SOUTH-SOUTHWEST OF WEKIWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1154 ***********************************************************************
 FH1154  DESIGNATION -  REBAR 44
 FH1154  PID         -  FH1154
 FH1154  STATE/COUNTY-  OK/OKMULGEE
 FH1154  COUNTRY     -  US
 FH1154  USGS QUAD   -  COUNCIL HILL (2018)
 FH1154
 FH1154                         *CURRENT SURVEY CONTROL
 FH1154  ______________________________________________________________________
 FH1154* NAD 83(1993) POSITION- 35 36 34.76694(N) 095 44 55.01467(W)   ADJUSTED
 FH1154* NAVD 88 ORTHO HEIGHT -   223.1   (meters)      732.    (feet) VERTCON3
 FH1154  ______________________________________________________________________
 FH1154  GEOID HEIGHT    -        -29.397 (meters)                     GEOID18
 FH1154  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 FH1154  HORZ ORDER      -  SECOND
 FH1154
 FH1154.The horizontal coordinates were established by classical geodetic methods
 FH1154.and adjusted by the National Geodetic Survey in November 1994.
 FH1154
 FH1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1154
 FH1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1154.GEOID18 height accuracy estimate available here.
 FH1154
 FH1154.Click photographs - Photos may exist for this station.
 FH1154
 FH1154.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1154
 FH1154. The following values were computed from the NAD 83(1993) position.
 FH1154
 FH1154;                    North         East     Units Scale Factor Converg.
 FH1154;SPC OK N     -    70,008.443   803,968.966   MT  0.99999247   +1 19 43.1
 FH1154;SPC OK N     -   229,686.03  2,637,688.18   sFT  0.99999247   +1 19 43.1
 FH1154;UTM  15      - 3,944,133.930   251,027.819   MT  1.00036393   -1 36 04.4
 FH1154
 FH1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1154!SPC OK N     -   0.99996960  x   0.99999247  =   0.99996207
 FH1154!UTM  15      -   0.99996960  x   1.00036393  =   1.00033351
 FH1154
 FH1154:                Primary Azimuth Mark                     Grid Az
 FH1154:SPC OK N     -  ERAM                                     088 01 48.6
 FH1154:UTM  15      -  ERAM                                     090 57 36.1
 FH1154
 FH1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5102744133(NAD 83)
 FH1154
 FH1154|---------------------------------------------------------------------|
 FH1154| PID    Reference Object                     Distance      Geod. Az  |
 FH1154|                                                           dddmmss.s |
 FH1154| FH1152 ERAM                                APPROX. 1.8 KM 0892131.7 |
 FH1154|---------------------------------------------------------------------|
 FH1154
 FH1154                          SUPERSEDED SURVEY CONTROL
 FH1154
 FH1154  NAD 83(1986)-  35 36 34.79189(N)    095 44 55.00575(W) AD(       ) 2
 FH1154  NAD 27      -  35 36 34.42672(N)    095 44 54.04505(W) AD(       ) 2
 FH1154  NGVD 29 (07/19/86)  223.0    (m)          732.     (f) VERT ANG       
 FH1154
 FH1154.Superseded values are not recommended for survey control.
 FH1154
 FH1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1154.See file dsdata.pdf to determine how the superseded data were derived.
 FH1154
 FH1154_MARKER: I = METAL ROD
 FH1154_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1154+WITH SETTING: INFORMATION.
 FH1154_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1154
 FH1154  HISTORY     - Date     Condition        Report By
 FH1154  HISTORY     - 1968     MONUMENTED       USGS
 FH1154
 FH1154                          STATION DESCRIPTION
 FH1154
 FH1154'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1154'THE MARK IS LOCATED ABOUT 6.6 MI (10.7 KM) NORTHWEST OF COUNCIL HILL,
 FH1154'6.3 MI (10.1 KM) EAST OF MORRIS AND 5.9 MI (9.5 KM) WEST-SOUTHWEST OF
 FH1154'BOYNTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1167 ***********************************************************************
 FH1167  DESIGNATION -  REBAR 46
 FH1167  PID         -  FH1167
 FH1167  STATE/COUNTY-  OK/OKMULGEE
 FH1167  COUNTRY     -  US
 FH1167  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH1167
 FH1167                         *CURRENT SURVEY CONTROL
 FH1167  ______________________________________________________________________
 FH1167* NAD 83(1993) POSITION- 35 38 54.04477(N) 095 54 31.35926(W)   ADJUSTED
 FH1167* NAVD 88 ORTHO HEIGHT -   228.7   (meters)      750.    (feet) VERTCON3
 FH1167  ______________________________________________________________________
 FH1167  GEOID HEIGHT    -        -29.167 (meters)                     GEOID18
 FH1167  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 FH1167  HORZ ORDER      -  SECOND
 FH1167
 FH1167.The horizontal coordinates were established by classical geodetic methods
 FH1167.and adjusted by the National Geodetic Survey in November 1994.
 FH1167
 FH1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1167
 FH1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1167.GEOID18 height accuracy estimate available here.
 FH1167
 FH1167.Click photographs - Photos may exist for this station.
 FH1167
 FH1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1167
 FH1167. The following values were computed from the NAD 83(1993) position.
 FH1167
 FH1167;                    North         East     Units Scale Factor Converg.
 FH1167;SPC OK N     -    73,975.563   789,374.630   MT  0.99998618   +1 14 03.0
 FH1167;SPC OK N     -   242,701.49  2,589,806.60   sFT  0.99998618   +1 14 03.0
 FH1167;UTM  15      - 3,948,843.870   236,649.322   MT  1.00045472   -1 41 46.3
 FH1167
 FH1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1167!SPC OK N     -   0.99996868  x   0.99998618  =   0.99995486
 FH1167!UTM  15      -   0.99996868  x   1.00045472  =   1.00042339
 FH1167
 FH1167:                Primary Azimuth Mark                     Grid Az
 FH1167:SPC OK N     -  MORRIS                                   118 02 55.8
 FH1167:UTM  15      -  MORRIS                                   120 58 45.1
 FH1167
 FH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3664948843(NAD 83)
 FH1167
 FH1167|---------------------------------------------------------------------|
 FH1167| PID    Reference Object                     Distance      Geod. Az  |
 FH1167|                                                           dddmmss.s |
 FH1167| FH1163 MORRIS                              APPROX. 7.6 KM 1191658.8 |
 FH1167|---------------------------------------------------------------------|
 FH1167
 FH1167                          SUPERSEDED SURVEY CONTROL
 FH1167
 FH1167  NAD 83(1986)-  35 38 54.07098(N)    095 54 31.34920(W) AD(       ) 2
 FH1167  NAD 27      -  35 38 53.69979(N)    095 54 30.37410(W) AD(       ) 2
 FH1167  NGVD 29 (07/19/86)  228.6    (m)          750.     (f) VERT ANG       
 FH1167
 FH1167.Superseded values are not recommended for survey control.
 FH1167
 FH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1167.See file dsdata.pdf to determine how the superseded data were derived.
 FH1167
 FH1167_MARKER: I = METAL ROD
 FH1167_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1167+WITH SETTING: INFORMATION.
 FH1167_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1167
 FH1167  HISTORY     - Date     Condition        Report By
 FH1167  HISTORY     - 1968     MONUMENTED       USGS
 FH1167
 FH1167                          STATION DESCRIPTION
 FH1167
 FH1167'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1167'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHEAST OF BEGGS, 3.9 MI
 FH1167'(6.3 KM) NORTHWEST OF MORRIS AND 3.4 MI (5.4 KM) EAST-NORTHEAST OF
 FH1167'OKMULGEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1169 ***********************************************************************
 FH1169  DESIGNATION -  REBAR 48
 FH1169  PID         -  FH1169
 FH1169  STATE/COUNTY-  OK/OKMULGEE
 FH1169  COUNTRY     -  US
 FH1169  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH1169
 FH1169                         *CURRENT SURVEY CONTROL
 FH1169  ______________________________________________________________________
 FH1169* NAD 83(1993) POSITION- 35 43 17.34514(N) 095 56 39.44471(W)   ADJUSTED
 FH1169* NAVD 88 ORTHO HEIGHT -   287.9   (meters)      945.    (feet) VERTCON3
 FH1169  ______________________________________________________________________
 FH1169  GEOID HEIGHT    -        -29.069 (meters)                     GEOID18
 FH1169  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 FH1169  HORZ ORDER      -  SECOND
 FH1169
 FH1169.The horizontal coordinates were established by classical geodetic methods
 FH1169.and adjusted by the National Geodetic Survey in November 1994.
 FH1169
 FH1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1169
 FH1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1169.GEOID18 height accuracy estimate available here.
 FH1169
 FH1169.Click photographs - Photos may exist for this station.
 FH1169
 FH1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1169
 FH1169. The following values were computed from the NAD 83(1993) position.
 FH1169
 FH1169;                    North         East     Units Scale Factor Converg.
 FH1169;SPC OK N     -    82,019.781   785,981.459   MT  0.99997551   +1 12 47.4
 FH1169;SPC OK N     -   269,093.23  2,578,674.17   sFT  0.99997551   +1 12 47.4
 FH1169;UTM  15      - 3,957,055.079   233,670.588   MT  1.00047415   -1 43 12.1
 FH1169;UTM  14      - 3,957,363.559   776,411.019   MT  1.00054160   +1 47 06.7
 FH1169
 FH1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1169!SPC OK N     -   0.99995938  x   0.99997551  =   0.99993489
 FH1169!UTM  15      -   0.99995938  x   1.00047415  =   1.00043351
 FH1169!UTM  14      -   0.99995938  x   1.00054160  =   1.00050096
 FH1169
 FH1169:                Primary Azimuth Mark                     Grid Az
 FH1169:SPC OK N     -  GEE                                      195 36 16.1
 FH1169:UTM  15      -  GEE                                      198 32 15.6
 FH1169:UTM  14      -  GEE                                      195 01 56.8
 FH1169
 FH1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3367057055(NAD 83)
 FH1169
 FH1169|---------------------------------------------------------------------|
 FH1169| PID    Reference Object                     Distance      Geod. Az  |
 FH1169|                                                           dddmmss.s |
 FH1169| FH1171 GEE                                 APPROX. 5.6 KM 1964903.5 |
 FH1169|---------------------------------------------------------------------|
 FH1169
 FH1169                          SUPERSEDED SURVEY CONTROL
 FH1169
 FH1169  NAD 83(1986)-  35 43 17.37138(N)    095 56 39.43238(W) AD(       ) 2
 FH1169  NAD 27      -  35 43 17.00246(N)    095 56 38.46172(W) AD(       ) 2
 FH1169  NGVD 29 (07/19/86)  287.7    (m)          944.     (f) VERT ANG       
 FH1169
 FH1169.Superseded values are not recommended for survey control.
 FH1169
 FH1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1169.See file dsdata.pdf to determine how the superseded data were derived.
 FH1169
 FH1169_MARKER: I = METAL ROD
 FH1169_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1169+WITH SETTING: INFORMATION.
 FH1169_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1169
 FH1169  HISTORY     - Date     Condition        Report By
 FH1169  HISTORY     - 1968     MONUMENTED       USGS
 FH1169
 FH1169                          STATION DESCRIPTION
 FH1169
 FH1169'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1169'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF MORRIS,
 FH1169'7.2 MI (11.6 KM) EAST-SOUTHEAST OF BEGGS AND 6.8 MI (11.0 KM) NORTH OF
 FH1169'OKMULGEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1157 ***********************************************************************
 FH1157  DESIGNATION -  REBAR 52
 FH1157  PID         -  FH1157
 FH1157  STATE/COUNTY-  OK/MUSKOGEE
 FH1157  COUNTRY     -  US
 FH1157  USGS QUAD   -  BOYNTON (2018)
 FH1157
 FH1157                         *CURRENT SURVEY CONTROL
 FH1157  ______________________________________________________________________
 FH1157* NAD 83(1993) POSITION- 35 44 25.83133(N) 095 43 05.16818(W)   ADJUSTED
 FH1157* NAVD 88 ORTHO HEIGHT -   206.5   (meters)      677.    (feet) VERTCON3
 FH1157  ______________________________________________________________________
 FH1157  GEOID HEIGHT    -        -29.348 (meters)                     GEOID18
 FH1157  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 FH1157  HORZ ORDER      -  SECOND
 FH1157
 FH1157.The horizontal coordinates were established by classical geodetic methods
 FH1157.and adjusted by the National Geodetic Survey in November 1994.
 FH1157
 FH1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1157
 FH1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1157.GEOID18 height accuracy estimate available here.
 FH1157
 FH1157.Click photographs - Photos may exist for this station.
 FH1157
 FH1157.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1157
 FH1157. The following values were computed from the NAD 83(1993) position.
 FH1157
 FH1157;                    North         East     Units Scale Factor Converg.
 FH1157;SPC OK N     -    84,587.048   806,391.647   MT  0.99997300   +1 20 48.0
 FH1157;SPC OK N     -   277,516.01  2,645,636.60   sFT  0.99997300   +1 20 48.0
 FH1157;UTM  15      - 3,958,574.871   254,194.342   MT  1.00034460   -1 35 18.5
 FH1157
 FH1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1157!SPC OK N     -   0.99997220  x   0.99997300  =   0.99994520
 FH1157!UTM  15      -   0.99997220  x   1.00034460  =   1.00031679
 FH1157
 FH1157:                Primary Azimuth Mark                     Grid Az
 FH1157:SPC OK N     -  ROY                                      268 37 50.9
 FH1157:UTM  15      -  ROY                                      271 33 57.4
 FH1157
 FH1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5419458574(NAD 83)
 FH1157
 FH1157|---------------------------------------------------------------------|
 FH1157| PID    Reference Object                     Distance      Geod. Az  |
 FH1157|                                                           dddmmss.s |
 FH1157| FH1158 ROY                                 APPROX. 2.5 KM 2695838.9 |
 FH1157|---------------------------------------------------------------------|
 FH1157
 FH1157                          SUPERSEDED SURVEY CONTROL
 FH1157
 FH1157  NAD 83(1986)-  35 44 25.85521(N)    095 43 05.15600(W) AD(       ) 2
 FH1157  NAD 27      -  35 44 25.49193(N)    095 43 04.20886(W) AD(       ) 2
 FH1157  NGVD 29 (07/19/86)  206.2    (m)          677.     (f) VERT ANG       
 FH1157
 FH1157.Superseded values are not recommended for survey control.
 FH1157
 FH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1157.See file dsdata.pdf to determine how the superseded data were derived.
 FH1157
 FH1157_MARKER: I = METAL ROD
 FH1157_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1157+WITH SETTING: INFORMATION.
 FH1157_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1157
 FH1157  HISTORY     - Date     Condition        Report By
 FH1157  HISTORY     - 1968     MONUMENTED       USGS
 FH1157
 FH1157                          STATION DESCRIPTION
 FH1157
 FH1157'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1157'THE MARK IS LOCATED ABOUT 9.8 MI (15.7 KM) WEST OF TAFT, 7.2 MI
 FH1157'(11.7 KM) NORTH-NORTHWEST OF BOYNTON AND 6.0 MI (9.7 KM)
 FH1157'SOUTH-SOUTHWEST OF HASKELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1134 ***********************************************************************
 FH1134  DESIGNATION -  REBAR 6
 FH1134  PID         -  FH1134
 FH1134  STATE/COUNTY-  OK/OKMULGEE
 FH1134  COUNTRY     -  US
 FH1134  USGS QUAD   -  HENRYETTA (2018)
 FH1134
 FH1134                         *CURRENT SURVEY CONTROL
 FH1134  ______________________________________________________________________
 FH1134* NAD 83(1993) POSITION- 35 29 33.49439(N) 095 56 40.94070(W)   ADJUSTED
 FH1134* NAVD 88 ORTHO HEIGHT -   253.8   (meters)      833.    (feet) VERTCON3
 FH1134  ______________________________________________________________________
 FH1134  GEOID HEIGHT    -        -29.189 (meters)                     GEOID18
 FH1134  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 FH1134  HORZ ORDER      -  SECOND
 FH1134
 FH1134.The horizontal coordinates were established by classical geodetic methods
 FH1134.and adjusted by the National Geodetic Survey in November 1994.
 FH1134
 FH1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1134
 FH1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1134.GEOID18 height accuracy estimate available here.
 FH1134
 FH1134.Click photographs - Photos may exist for this station.
 FH1134
 FH1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1134
 FH1134. The following values were computed from the NAD 83(1993) position.
 FH1134
 FH1134;                    North         East     Units Scale Factor Converg.
 FH1134;SPC OK N     -    56,633.819   786,481.342   MT  1.00001426   +1 12 46.5
 FH1134;SPC OK N     -   185,806.12  2,580,314.20   sFT  1.00001426   +1 12 46.5
 FH1134;UTM  15      - 3,931,664.465   232,872.509   MT  1.00047945   -1 42 38.5
 FH1134;UTM  14      - 3,931,969.812   777,162.536   MT  1.00054677   +1 46 30.1
 FH1134
 FH1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1134!SPC OK N     -   0.99996474  x   1.00001426  =   0.99997900
 FH1134!UTM  15      -   0.99996474  x   1.00047945  =   1.00044418
 FH1134!UTM  14      -   0.99996474  x   1.00054677  =   1.00051150
 FH1134
 FH1134:                Primary Azimuth Mark                     Grid Az
 FH1134:SPC OK N     -  GRAY                                     090 23 08.8
 FH1134:UTM  15      -  GRAY                                     093 18 33.8
 FH1134:UTM  14      -  GRAY                                     089 49 25.2
 FH1134
 FH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3287231664(NAD 83)
 FH1134
 FH1134|---------------------------------------------------------------------|
 FH1134| PID    Reference Object                     Distance      Geod. Az  |
 FH1134|                                                           dddmmss.s |
 FH1134| FH1133 GRAY                                APPROX. 6.5 KM 0913555.3 |
 FH1134|---------------------------------------------------------------------|
 FH1134
 FH1134                          SUPERSEDED SURVEY CONTROL
 FH1134
 FH1134  NAD 83(1986)-  35 29 33.52138(N)    095 56 40.93405(W) AD(       ) 2
 FH1134  NAD 27      -  35 29 33.13586(N)    095 56 39.94294(W) AD(       ) 2
 FH1134  NGVD 29 (07/19/86)  253.7    (m)          832.     (f) VERT ANG       
 FH1134
 FH1134.Superseded values are not recommended for survey control.
 FH1134
 FH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1134.See file dsdata.pdf to determine how the superseded data were derived.
 FH1134
 FH1134_MARKER: I = METAL ROD
 FH1134_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1134+WITH SETTING: INFORMATION.
 FH1134_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1134
 FH1134  HISTORY     - Date     Condition        Report By
 FH1134  HISTORY     - 1968     MONUMENTED       USGS
 FH1134
 FH1134                          STATION DESCRIPTION
 FH1134
 FH1134'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1134'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH OF OKMULGEE, 5.8 MI
 FH1134'(9.3 KM) WEST OF HOFFMAN AND 4.2 MI (6.8 KM) NORTH-NORTHEAST OF
 FH1134'HENRYETTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0826 ***********************************************************************
 GK0826  DESIGNATION -  REBAR 65
 GK0826  PID         -  GK0826
 GK0826  STATE/COUNTY-  OK/TEXAS
 GK0826  COUNTRY     -  US
 GK0826  USGS QUAD   -  STRAIGHT (2018)
 GK0826
 GK0826                         *CURRENT SURVEY CONTROL
 GK0826  ______________________________________________________________________
 GK0826* NAD 83(1997) POSITION- 36 58 30.87459(N) 101 25 59.14814(W)   ADJUSTED
 GK0826* NAVD 88 ORTHO HEIGHT -   982.1   (meters)     3222.    (feet) VERTCON3
 GK0826  ______________________________________________________________________
 GK0826  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 GK0826  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC18
 GK0826  HORZ ORDER      -  SECOND
 GK0826
 GK0826.The horizontal coordinates were established by classical geodetic methods
 GK0826.and adjusted by the National Geodetic Survey in October 1998.
 GK0826
 GK0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0826
 GK0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0826.GEOID18 height accuracy estimate available here.
 GK0826
 GK0826.Click photographs - Photos may exist for this station.
 GK0826
 GK0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0826
 GK0826. The following values were computed from the NAD 83(1997) position.
 GK0826
 GK0826;                    North         East     Units Scale Factor Converg.
 GK0826;SPC OK N     -   224,574.815   294,365.313   MT  1.00004471   -2 01 33.7
 GK0826;SPC OK N     -   736,792.54    965,763.53   sFT  1.00004471   -2 01 33.7
 GK0826;UTM  14      - 4,094,892.811   283,424.296   MT  1.00017787   -1 27 50.4
 GK0826
 GK0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0826!SPC OK N     -   0.99985000  x   1.00004471  =   0.99989470
 GK0826!UTM  14      -   0.99985000  x   1.00017787  =   1.00002784
 GK0826
 GK0826:                Primary Azimuth Mark                     Grid Az
 GK0826:SPC OK N     -  REBAR 66                                 103 19 07.6
 GK0826:UTM  14      -  REBAR 66                                 102 45 24.3
 GK0826
 GK0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8342494892(NAD 83)
 GK0826
 GK0826|---------------------------------------------------------------------|
 GK0826| PID    Reference Object                     Distance      Geod. Az  |
 GK0826|                                                           dddmmss.s |
 GK0826| GK0821 REBAR 66                            APPROX. 5.9 KM 1011733.9 |
 GK0826|---------------------------------------------------------------------|
 GK0826
 GK0826                          SUPERSEDED SURVEY CONTROL
 GK0826
 GK0826  NAD 83(1993)-  36 58 30.87556(N)    101 25 59.14734(W) AD(       ) 2
 GK0826  NAD 83(1986)-  36 58 30.88117(N)    101 25 59.14012(W) AD(       ) 2
 GK0826  NAD 27      -  36 58 30.78413(N)    101 25 57.56113(W) AD(       ) 2
 GK0826  NGVD 29 (07/19/86)  981.7    (m)         3221.     (f) VERT ANG       
 GK0826
 GK0826.Superseded values are not recommended for survey control.
 GK0826
 GK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0826.See file dsdata.pdf to determine how the superseded data were derived.
 GK0826
 GK0826_MARKER: I = METAL ROD
 GK0826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GK0826+WITH SETTING: INFORMATION.
 GK0826_MAGNETIC: I = MARKER IS A STEEL ROD
 GK0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0826
 GK0826  HISTORY     - Date     Condition        Report By
 GK0826  HISTORY     - 1972     MONUMENTED       USGS
 GK0826
 GK0826                          STATION DESCRIPTION
 GK0826
 GK0826'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GK0826'THE MARK IS LOCATED ABOUT 14.5 MI (23.4 KM) WEST-NORTHWEST OF HOOKER,
 GK0826'10.7 MI (17.3 KM) NORTHEAST OF HOUGH AND 6.8 MI (11.0 KM) NORTH OF
 GK0826'STRAIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0821 ***********************************************************************
 GK0821  DESIGNATION -  REBAR 66
 GK0821  PID         -  GK0821
 GK0821  STATE/COUNTY-  OK/TEXAS
 GK0821  COUNTRY     -  US
 GK0821  USGS QUAD   -  STRAIGHT NE (2018)
 GK0821
 GK0821                         *CURRENT SURVEY CONTROL
 GK0821  ______________________________________________________________________
 GK0821* NAD 83(1997) POSITION- 36 57 53.44057(N) 101 22 05.93030(W)   ADJUSTED
 GK0821* NAVD 88 ORTHO HEIGHT -   968.2   (meters)     3177.    (feet) VERTCON3
 GK0821  ______________________________________________________________________
 GK0821  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 GK0821  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 GK0821  HORZ ORDER      -  SECOND
 GK0821
 GK0821.The horizontal coordinates were established by classical geodetic methods
 GK0821.and adjusted by the National Geodetic Survey in October 1998.
 GK0821
 GK0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0821
 GK0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0821.GEOID18 height accuracy estimate available here.
 GK0821
 GK0821.Click photographs - Photos may exist for this station.
 GK0821
 GK0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0821
 GK0821. The following values were computed from the NAD 83(1997) position.
 GK0821
 GK0821;                    North         East     Units Scale Factor Converg.
 GK0821;SPC OK N     -   223,219.467   300,090.291   MT  1.00004217   -1 59 16.1
 GK0821;SPC OK N     -   732,345.87    984,546.23   sFT  1.00004217   -1 59 16.1
 GK0821;UTM  14      - 4,093,593.586   289,162.990   MT  1.00014765   -1 25 28.7
 GK0821
 GK0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0821!SPC OK N     -   0.99985220  x   1.00004217  =   0.99989437
 GK0821!UTM  14      -   0.99985220  x   1.00014765  =   0.99999983
 GK0821
 GK0821:                Primary Azimuth Mark                     Grid Az
 GK0821:SPC OK N     -  REBAR 65                                 283 19 10.3
 GK0821:UTM  14      -  REBAR 65                                 282 45 22.9
 GK0821
 GK0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8916293593(NAD 83)
 GK0821
 GK0821|---------------------------------------------------------------------|
 GK0821| PID    Reference Object                     Distance      Geod. Az  |
 GK0821|                                                           dddmmss.s |
 GK0821| GK0826 REBAR 65                            APPROX. 5.9 KM 2811954.2 |
 GK0821|---------------------------------------------------------------------|
 GK0821
 GK0821                          SUPERSEDED SURVEY CONTROL
 GK0821
 GK0821  NAD 83(1993)-  36 57 53.44245(N)    101 22 05.92945(W) AD(       ) 2
 GK0821  NAD 83(1986)-  36 57 53.44723(N)    101 22 05.92290(W) AD(       ) 2
 GK0821  NAD 27      -  36 57 53.35021(N)    101 22 04.34339(W) AD(       ) 2
 GK0821  NGVD 29 (07/19/86)  967.8    (m)         3175.     (f) VERT ANG       
 GK0821
 GK0821.Superseded values are not recommended for survey control.
 GK0821
 GK0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0821.See file dsdata.pdf to determine how the superseded data were derived.
 GK0821
 GK0821_MARKER: I = METAL ROD
 GK0821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GK0821+WITH SETTING: INFORMATION.
 GK0821_MAGNETIC: I = MARKER IS A STEEL ROD
 GK0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0821
 GK0821  HISTORY     - Date     Condition        Report By
 GK0821  HISTORY     - 1972     MONUMENTED       USGS
 GK0821
 GK0821                          STATION DESCRIPTION
 GK0821
 GK0821'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GK0821'THE MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) EAST-NORTHEAST OF HOUGH,
 GK0821'11.2 MI (18.0 KM) NORTHWEST OF HOOKER AND 7.5 MI (12.1 KM) NORTHEAST
 GK0821'OF STRAIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1261 ***********************************************************************
 FJ1261  DESIGNATION -  REBAR 854
 FJ1261  PID         -  FJ1261
 FJ1261  STATE/COUNTY-  OK/CREEK
 FJ1261  COUNTRY     -  US
 FJ1261  USGS QUAD   -  DEPEW (2018)
 FJ1261
 FJ1261                         *CURRENT SURVEY CONTROL
 FJ1261  ______________________________________________________________________
 FJ1261* NAD 83(1993) POSITION- 35 47 03.86150(N) 096 30 24.51176(W)   ADJUSTED
 FJ1261* NAVD 88 ORTHO HEIGHT -   284.8   (meters)      934.    (feet) VERTCON3
 FJ1261  ______________________________________________________________________
 FJ1261  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 FJ1261  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 FJ1261  HORZ ORDER      -  SECOND
 FJ1261
 FJ1261.The horizontal coordinates were established by classical geodetic methods
 FJ1261.and adjusted by the National Geodetic Survey in November 1994.
 FJ1261
 FJ1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1261
 FJ1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1261.GEOID18 height accuracy estimate available here.
 FJ1261
 FJ1261.Click photographs - Photos may exist for this station.
 FJ1261
 FJ1261.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1261
 FJ1261. The following values were computed from the NAD 83(1993) position.
 FJ1261
 FJ1261;                    North         East     Units Scale Factor Converg.
 FJ1261;SPC OK N     -    88,069.992   734,987.420   MT  0.99996762   +0 52 52.3
 FJ1261;SPC OK N     -   288,942.97  2,411,371.23   sFT  0.99996762   +0 52 52.3
 FJ1261;UTM  14      - 3,962,904.216   725,338.087   MT  1.00022574   +1 27 30.5
 FJ1261
 FJ1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1261!SPC OK N     -   0.99995974  x   0.99996762  =   0.99992736
 FJ1261!UTM  14      -   0.99995974  x   1.00022574  =   1.00018547
 FJ1261
 FJ1261:                Primary Azimuth Mark                     Grid Az
 FJ1261:SPC OK N     -  REBAR 853                                016 46 22.7
 FJ1261:UTM  14      -  REBAR 853                                016 11 44.5
 FJ1261
 FJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2533862904(NAD 83)
 FJ1261
 FJ1261|---------------------------------------------------------------------|
 FJ1261| PID    Reference Object                     Distance      Geod. Az  |
 FJ1261|                                                           dddmmss.s |
 FJ1261| FJ1183 REBAR 853                           APPROX. 4.0 KM 0173915.0 |
 FJ1261|---------------------------------------------------------------------|
 FJ1261
 FJ1261                          SUPERSEDED SURVEY CONTROL
 FJ1261
 FJ1261  NAD 83(1986)-  35 47 03.87542(N)    096 30 24.48837(W) AD(       ) 2
 FJ1261  NAD 27      -  35 47 03.61831(N)    096 30 23.45434(W) AD(       ) 2
 FJ1261  NGVD 29 (07/19/86)  284.7    (m)          934.     (f) VERT ANG       
 FJ1261
 FJ1261.Superseded values are not recommended for survey control.
 FJ1261
 FJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1261.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1261
 FJ1261_MARKER: I = METAL ROD
 FJ1261_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1261+WITH SETTING: INFORMATION.
 FJ1261_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1261
 FJ1261  HISTORY     - Date     Condition        Report By
 FJ1261  HISTORY     - 1970     MONUMENTED       USGS
 FJ1261
 FJ1261                          STATION DESCRIPTION
 FJ1261
 FJ1261'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FJ1261'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHWEST OF GYPSY,
 FJ1261'3.0 MI (4.8 KM) NORTH OF RITTS JUNCTION AND 1.3 MI (2.0 KM) SOUTH OF
 FJ1261'DEPEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1135 ***********************************************************************
 FH1135  DESIGNATION -  REBAR 87
 FH1135  PID         -  FH1135
 FH1135  STATE/COUNTY-  OK/OKMULGEE
 FH1135  COUNTRY     -  US
 FH1135  USGS QUAD   -  HENRYETTA (2018)
 FH1135
 FH1135                         *CURRENT SURVEY CONTROL
 FH1135  ______________________________________________________________________
 FH1135* NAD 83(1993) POSITION- 35 29 51.55395(N) 095 57 38.86084(W)   ADJUSTED
 FH1135* NAVD 88 ORTHO HEIGHT -   229.6   (meters)      753.    (feet) VERTCON3
 FH1135  ______________________________________________________________________
 FH1135  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 FH1135  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 FH1135  HORZ ORDER      -  SECOND
 FH1135
 FH1135.The horizontal coordinates were established by classical geodetic methods
 FH1135.and adjusted by the National Geodetic Survey in November 1994.
 FH1135
 FH1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1135
 FH1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1135.GEOID18 height accuracy estimate available here.
 FH1135
 FH1135.Click photographs - Photos may exist for this station.
 FH1135
 FH1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1135
 FH1135. The following values were computed from the NAD 83(1993) position.
 FH1135
 FH1135;                    North         East     Units Scale Factor Converg.
 FH1135;SPC OK N     -    57,159.506   785,010.084   MT  1.00001324   +1 12 12.4
 FH1135;SPC OK N     -   187,530.81  2,575,487.25   sFT  1.00001324   +1 12 12.4
 FH1135;UTM  15      - 3,932,264.792   231,429.300   MT  1.00048898   -1 43 13.0
 FH1135;UTM  14      - 3,932,481.306   775,685.410   MT  1.00053671   +1 45 57.2
 FH1135
 FH1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1135!SPC OK N     -   0.99996854  x   1.00001324  =   0.99998178
 FH1135!UTM  15      -   0.99996854  x   1.00048898  =   1.00045750
 FH1135!UTM  14      -   0.99996854  x   1.00053671  =   1.00050523
 FH1135
 FH1135:                Primary Azimuth Mark                     Grid Az
 FH1135:SPC OK N     -  REBAR 6                                  109 39 43.5
 FH1135:UTM  15      -  REBAR 6                                  112 35 08.9
 FH1135:UTM  14      -  REBAR 6                                  109 05 58.7
 FH1135
 FH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3142932264(NAD 83)
 FH1135
 FH1135|---------------------------------------------------------------------|
 FH1135| PID    Reference Object                     Distance      Geod. Az  |
 FH1135|                                                           dddmmss.s |
 FH1135| FH1134 REBAR 6                             APPROX. 1.6 KM 1105155.9 |
 FH1135|---------------------------------------------------------------------|
 FH1135
 FH1135                          SUPERSEDED SURVEY CONTROL
 FH1135
 FH1135  NAD 83(1986)-  35 29 51.58110(N)    095 57 38.85408(W) AD(       ) 2
 FH1135  NAD 27      -  35 29 51.19276(N)    095 57 37.86326(W) AD(       ) 2
 FH1135  NGVD 29 (07/19/86)  229.5    (m)          753.     (f) VERT ANG       
 FH1135
 FH1135.Superseded values are not recommended for survey control.
 FH1135
 FH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1135.See file dsdata.pdf to determine how the superseded data were derived.
 FH1135
 FH1135_MARKER: I = METAL ROD
 FH1135_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1135+WITH SETTING: INFORMATION.
 FH1135_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1135
 FH1135  HISTORY     - Date     Condition        Report By
 FH1135  HISTORY     - 1968     MONUMENTED       USGS
 FH1135
 FH1135                          STATION DESCRIPTION
 FH1135
 FH1135'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FH1135'THE MARK IS LOCATED ABOUT 8.7 MI (13.9 KM) SOUTH OF OKMULGEE, 6.7 MI
 FH1135'(10.8 KM) WEST OF HOFFMAN AND 4.2 MI (6.7 KM) NORTH-NORTHEAST OF
 FH1135'HENRYETTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1257 ***********************************************************************
 FJ1257  DESIGNATION -  REBAR 901
 FJ1257  PID         -  FJ1257
 FJ1257  STATE/COUNTY-  OK/CREEK
 FJ1257  COUNTRY     -  US
 FJ1257  USGS QUAD   -  DRUMRIGHT (2018)
 FJ1257
 FJ1257                         *CURRENT SURVEY CONTROL
 FJ1257  ______________________________________________________________________
 FJ1257* NAD 83(1993) POSITION- 35 59 07.65621(N) 096 31 24.66524(W)   ADJUSTED
 FJ1257* NAVD 88 ORTHO HEIGHT -   315.5   (meters)     1035.    (feet) VERTCON3
 FJ1257  ______________________________________________________________________
 FJ1257  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 FJ1257  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 FJ1257  HORZ ORDER      -  SECOND
 FJ1257
 FJ1257.The horizontal coordinates were established by classical geodetic methods
 FJ1257.and adjusted by the National Geodetic Survey in November 1994.
 FJ1257
 FJ1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1257
 FJ1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1257.GEOID18 height accuracy estimate available here.
 FJ1257
 FJ1257.Click photographs - Photos may exist for this station.
 FJ1257
 FJ1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1257
 FJ1257. The following values were computed from the NAD 83(1993) position.
 FJ1257
 FJ1257;                    North         East     Units Scale Factor Converg.
 FJ1257;SPC OK N     -   110,351.705   733,137.751   MT  0.99995043   +0 52 16.8
 FJ1257;SPC OK N     -   362,045.55  2,405,302.77   sFT  0.99995043   +0 52 16.8
 FJ1257;UTM  14      - 3,985,171.866   723,262.090   MT  1.00021424   +1 27 20.6
 FJ1257
 FJ1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1257!SPC OK N     -   0.99995493  x   0.99995043  =   0.99990536
 FJ1257!UTM  14      -   0.99995493  x   1.00021424  =   1.00016916
 FJ1257
 FJ1257:                Primary Azimuth Mark                     Grid Az
 FJ1257:SPC OK N     -  DOG                                      080 32 59.6
 FJ1257:UTM  14      -  DOG                                      079 57 55.8
 FJ1257
 FJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2326285171(NAD 83)
 FJ1257
 FJ1257|---------------------------------------------------------------------|
 FJ1257| PID    Reference Object                     Distance      Geod. Az  |
 FJ1257|                                                           dddmmss.s |
 FJ1257| GH0951 DOG                                 APPROX.14.1 KM 0812516.4 |
 FJ1257|---------------------------------------------------------------------|
 FJ1257
 FJ1257                          SUPERSEDED SURVEY CONTROL
 FJ1257
 FJ1257  NAD 83(1986)-  35 59 07.67092(N)    096 31 24.64636(W) AD(       ) 2
 FJ1257  NAD 27      -  35 59 07.42195(N)    096 31 23.59519(W) AD(       ) 2
 FJ1257  NGVD 29 (07/19/86)  315.4    (m)         1035.     (f) VERT ANG       
 FJ1257
 FJ1257.Superseded values are not recommended for survey control.
 FJ1257
 FJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1257.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1257
 FJ1257_MARKER: I = METAL ROD
 FJ1257_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1257+WITH SETTING: INFORMATION.
 FJ1257_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1257
 FJ1257  HISTORY     - Date     Condition        Report By
 FJ1257  HISTORY     - 1970     MONUMENTED       USGS
 FJ1257
 FJ1257                          STATION DESCRIPTION
 FJ1257
 FJ1257'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FJ1257'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF NORTH VILLAGE, 4.3
 FJ1257'MI (7.0 KM) EAST OF DRUMRIGHT AND 3.8 MI (6.2 KM) SOUTHWEST OF OLIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1258 ***********************************************************************
 FJ1258  DESIGNATION -  REBAR 921
 FJ1258  PID         -  FJ1258
 FJ1258  STATE/COUNTY-  OK/CREEK
 FJ1258  COUNTRY     -  US
 FJ1258  USGS QUAD   -  DRUMRIGHT (2018)
 FJ1258
 FJ1258                         *CURRENT SURVEY CONTROL
 FJ1258  ______________________________________________________________________
 FJ1258* NAD 83(1993) POSITION- 35 58 23.33567(N) 096 34 50.12874(W)   ADJUSTED
 FJ1258* NAVD 88 ORTHO HEIGHT -   308.5   (meters)     1012.    (feet) VERTCON3
 FJ1258  ______________________________________________________________________
 FJ1258  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 FJ1258  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 FJ1258  HORZ ORDER      -  SECOND
 FJ1258
 FJ1258.The horizontal coordinates were established by classical geodetic methods
 FJ1258.and adjusted by the National Geodetic Survey in November 1994.
 FJ1258
 FJ1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1258
 FJ1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1258.GEOID18 height accuracy estimate available here.
 FJ1258
 FJ1258.Click photographs - Photos may exist for this station.
 FJ1258
 FJ1258.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1258
 FJ1258. The following values were computed from the NAD 83(1993) position.
 FJ1258
 FJ1258;                    North         East     Units Scale Factor Converg.
 FJ1258;SPC OK N     -   108,909.125   728,011.674   MT  0.99995113   +0 50 15.6
 FJ1258;SPC OK N     -   357,312.69  2,388,484.97   sFT  0.99995113   +0 50 15.6
 FJ1258;UTM  14      - 3,983,676.719   718,149.714   MT  1.00018643   +1 25 18.2
 FJ1258
 FJ1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1258!SPC OK N     -   0.99995602  x   0.99995113  =   0.99990715
 FJ1258!UTM  14      -   0.99995602  x   1.00018643  =   1.00014244
 FJ1258
 FJ1258:                Primary Azimuth Mark                     Grid Az
 FJ1258:SPC OK N     -  REBAR 901                                074 16 56.7
 FJ1258:UTM  14      -  REBAR 901                                073 41 54.1
 FJ1258
 FJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1814983676(NAD 83)
 FJ1258
 FJ1258|---------------------------------------------------------------------|
 FJ1258| PID    Reference Object                     Distance      Geod. Az  |
 FJ1258|                                                           dddmmss.s |
 FJ1258| FJ1257 REBAR 901                           APPROX. 5.3 KM 0750712.3 |
 FJ1258|---------------------------------------------------------------------|
 FJ1258
 FJ1258                          SUPERSEDED SURVEY CONTROL
 FJ1258
 FJ1258  NAD 83(1986)-  35 58 23.34897(N)    096 34 50.10924(W) AD(       ) 2
 FJ1258  NAD 27      -  35 58 23.10955(N)    096 34 49.05125(W) AD(       ) 2
 FJ1258  NGVD 29 (07/19/86)  308.4    (m)         1012.     (f) VERT ANG       
 FJ1258
 FJ1258.Superseded values are not recommended for survey control.
 FJ1258
 FJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1258.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1258
 FJ1258_MARKER: I = METAL ROD
 FJ1258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1258+WITH SETTING: INFORMATION.
 FJ1258_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1258
 FJ1258  HISTORY     - Date     Condition        Report By
 FJ1258  HISTORY     - 1970     MONUMENTED       USGS
 FJ1258
 FJ1258                          STATION DESCRIPTION
 FJ1258
 FJ1258'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 FJ1258'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) SOUTHWEST OF OLIVE, 4.1 MI
 FJ1258'(6.6 KM) EAST-SOUTHEAST OF NORTH VILLAGE AND 1.5 MI (2.5 KM) SOUTHEAST
 FJ1258'OF DRUMRIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0847 ***********************************************************************
 EM0847  DESIGNATION -  RED
 EM0847  PID         -  EM0847
 EM0847  STATE/COUNTY-  OK/TILLMAN
 EM0847  COUNTRY     -  US
 EM0847  USGS QUAD   -  INDIAHOMA (2018)
 EM0847
 EM0847                         *CURRENT SURVEY CONTROL
 EM0847  ______________________________________________________________________
 EM0847* NAD 83(1993) POSITION- 34 34 15.90992(N) 098 49 34.20647(W)   ADJUSTED
 EM0847* NAVD 88 ORTHO HEIGHT -   404.4   (meters)     1327.    (feet) VERTCON3
 EM0847  ______________________________________________________________________
 EM0847  GEOID HEIGHT    -        -25.900 (meters)                     GEOID18
 EM0847  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 EM0847  HORZ ORDER      -  THIRD
 EM0847
 EM0847.The horizontal coordinates were established by classical geodetic methods
 EM0847.and adjusted by the National Geodetic Survey in November 1994.
 EM0847
 EM0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0847
 EM0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0847.GEOID18 height accuracy estimate available here.
 EM0847
 EM0847.Click photographs - Photos may exist for this station.
 EM0847
 EM0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0847
 EM0847. The following values were computed from the NAD 83(1993) position.
 EM0847
 EM0847;                    North         East     Units Scale Factor Converg.
 EM0847;SPC OK S     -   137,605.798   524,194.867   MT  0.99993597   -0 28 08.2
 EM0847;SPC OK S     -   451,461.69  1,719,795.99   sFT  0.99993597   -0 28 08.2
 EM0847;UTM  14      - 3,825,493.548   515,944.750   MT  0.99960313   +0 05 55.1
 EM0847
 EM0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0847!SPC OK S     -   0.99994058  x   0.99993597  =   0.99987656
 EM0847!UTM  14      -   0.99994058  x   0.99960313  =   0.99954374
 EM0847
 EM0847:                Primary Azimuth Mark                     Grid Az
 EM0847:SPC OK S     -  RED AZ MK                                002 53 43.1
 EM0847:UTM  14      -  RED AZ MK                                002 19 39.8
 EM0847
 EM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1594425493(NAD 83)
 EM0847
 EM0847|---------------------------------------------------------------------|
 EM0847| PID    Reference Object                     Distance      Geod. Az  |
 EM0847|                                                           dddmmss.s |
 EM0847| CX8045 RED AZ MK                                          0022534.9 |
 EM0847| EM0831 INDIAHOMA CHICKASHA COTTON STK      APPROX. 9.0 KM 0523621.2 |
 EM0847| CX8046 RED RM 1                             16.225 METERS 08945     |
 EM0847| CX8047 RED RM 2                             10.093 METERS 18513     |
 EM0847|---------------------------------------------------------------------|
 EM0847
 EM0847                          SUPERSEDED SURVEY CONTROL
 EM0847
 EM0847  NAD 83(1986)-  34 34 15.91657(N)    098 49 34.19179(W) AD(       ) 3
 EM0847  NAD 27      -  34 34 15.66000(N)    098 49 32.93100(W) AD(       ) 3
 EM0847  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 EM0847
 EM0847.Superseded values are not recommended for survey control.
 EM0847
 EM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0847.See file dsdata.pdf to determine how the superseded data were derived.
 EM0847
 EM0847_MARKER: DS = TRIANGULATION STATION DISK
 EM0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0847_STAMPING: RED 1948
 EM0847_MARK LOGO: CGS
 EM0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0847+STABILITY: SURFACE MOTION
 EM0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0847+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM0847
 EM0847  HISTORY     - Date     Condition        Report By
 EM0847  HISTORY     - 1948     MONUMENTED       CGS
 EM0847  HISTORY     - 20090723 GOOD             INDIV
 EM0847
 EM0847                          STATION DESCRIPTION
 EM0847
 EM0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0847'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF INDIAHOMA ON THE
 EM0847'RIGHT OF A NORTH-SOUTH SECTIONLINE ROAD.  IT IS SET 24 FEET
 EM0847'WEST OF THE CENTER OF THE GRAVEL ROAD, 3 FEET EAST OF THE
 EM0847'FENCE LINE AND IS WITNESSED BY A WHITE REFERENCE POST.
 EM0847'THE DISK IS STAMPED RED 1948 AND PROJECTS 3 INCHES.
 EM0847'
 EM0847'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE ACROSS THE
 EM0847'ROAD FROM THE STATION.  THE DISK IS STAMPED RED NO 1 1948
 EM0847'AND PROJECTS 4 INCHES.
 EM0847'
 EM0847'REFERENCE MARK NO. 2 IS SET JUST EAST OF THE FENCE LINE AND
 EM0847'PROJECTS 4 INCHES.  THE DISK IS STAMPED RED NO 2 1948.
 EM0847'
 EM0847'THE AZIMUTH MARK IS LOCATED 0.25 MILE NORTH-NORTHEAST OF THE
 EM0847'STATION, 20 FEET EAST OF THE CENTER OF THE ROAD, IS SET
 EM0847'JUST WEST OF THE FENCE LINE AND IS WITNESSED BY A WHITE REFERENCE
 EM0847'POST.  THE DISK IS STAMPED RED 1948 AND PROJECTS 3 INCHES.
 EM0847'
 EM0847'TO REACH THE STATION FROM THE MAIN INTERSECTION IN INDIAHOMA,
 EM0847'GO WEST ON U.S. HIGHWAY 62 FOR 2.35 MILES TO CROSSROADS,
 EM0847'TURN LEFT ON GRAVEL ROAD AND GO SOUTH FOR 2.0 MILES TO CROSSROADS,
 EM0847'TURN RIGHT AND GO WEST FOR 2.0 MILES TO A T-ROAD ON THE LEFT,
 EM0847'TURN LEFT AND GO SOUTH FOR 1.4 MILES TO THE AZIMUTH MARK
 EM0847'ON THE LEFT.  THENCE CONTINUE SOUTH FOR 0.25 MILE TO THE
 EM0847'STATION ON THE RIGHT AS DESCRIBED.
 EM0847'
 EM0847'A 10 FOOT SIGNAL AT SNYDER 1935 IS VISIBLE AT 4 FEET.
 EM0847'
 EM0847'A 74 FOOT SIGNAL AT HOMA IS VISIBLE AT 4 FEET.
 EM0847
 EM0847                          STATION RECOVERY (2009)
 EM0847
 EM0847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0847'MARK, RM1, RM2 AND AZIMARK RECOVERED. RM1 IS LEANING TO THE NORTH AND
 EM0847'HAS BEEN HIT.
 EM0847'THE MARK IS STAMPED RED 1948 1989
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1448 ***********************************************************************
 DM1448  DESIGNATION -  RED
 DM1448  PID         -  DM1448
 DM1448  STATE/COUNTY-  OK/BRYAN
 DM1448  COUNTRY     -  US
 DM1448  USGS QUAD   -  LAKE WEST (2018)
 DM1448
 DM1448                         *CURRENT SURVEY CONTROL
 DM1448  ______________________________________________________________________
 DM1448* NAD 83(1993) POSITION- 33 55 01.73706(N) 095 56 31.00555(W)   ADJUSTED
 DM1448* NAVD 88 ORTHO HEIGHT -   174.21  (+/-2cm)      571.6   (feet) VERTCON3
 DM1448  ______________________________________________________________________
 DM1448  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 DM1448  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC18
 DM1448  HORZ ORDER      -  FIRST
 DM1448  VERT ORDER      -  THIRD ? (See Below)
 DM1448
 DM1448.The horizontal coordinates were established by classical geodetic methods
 DM1448.and adjusted by the National Geodetic Survey in November 1994.
 DM1448
 DM1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1448
 DM1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1448.GEOID18 height accuracy estimate available here.
 DM1448
 DM1448.The vertical order pertains to the NGVD 29 superseded value.
 DM1448
 DM1448.Click photographs - Photos may exist for this station.
 DM1448
 DM1448.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1448
 DM1448. The following values were computed from the NAD 83(1993) position.
 DM1448
 DM1448;                    North         East     Units Scale Factor Converg.
 DM1448;SPC OK S     -    66,699.528   790,304.700   MT  1.00000322   +1 10 05.5
 DM1448;SPC OK S     -   218,830.03  2,592,858.00   sFT  1.00000322   +1 10 05.5
 DM1448;SPC TXNC     - 2,252,446.899   836,527.909   MT  0.99998656   +1 23 42.5
 DM1448;SPC TXNC     - 7,389,902.87  2,744,508.65   sFT  0.99998656   +1 23 42.5
 DM1448;UTM  15      - 3,756,868.184   228,008.742   MT  1.00051208   -1 38 33.3
 DM1448;UTM  14      - 3,757,182.210   782,729.575   MT  1.00058554   +1 42 27.0
 DM1448
 DM1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1448!SPC OK S     -   0.99997698  x   1.00000322  =   0.99998020
 DM1448!SPC TXNC     -   0.99997698  x   0.99998656  =   0.99996354
 DM1448!UTM  15      -   0.99997698  x   1.00051208  =   1.00048904
 DM1448!UTM  14      -   0.99997698  x   1.00058554  =   1.00056250
 DM1448
 DM1448:                Primary Azimuth Mark                     Grid Az
 DM1448:SPC OK S     -  RED AZ MK 2                              087 14 06.9
 DM1448:SPC TXNC     -  RED AZ MK 2                              087 00 29.9
 DM1448:UTM  15      -  RED AZ MK 2                              090 02 45.7
 DM1448:UTM  14      -  RED AZ MK 2                              086 41 45.4
 DM1448
 DM1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2800856868(NAD 83)
 DM1448
 DM1448|---------------------------------------------------------------------|
 DM1448| PID    Reference Object                     Distance      Geod. Az  |
 DM1448|                                                           dddmmss.s |
 DM1448| CY2959 RED RM 3                             19.908 METERS 02323     |
 DM1448| CY2957 RED RM 1                             24.850 METERS 06451     |
 DM1448| CY2956 RED AZ MK 2                                        0882412.4 |
 DM1448| CY2955 RED AZ MK                                          0884227.7 |
 DM1448| CY2960 RED RM 4                             49.686 METERS 29212     |
 DM1448| EL0739 BOKCHITO MUNICIPAL TANK             APPROX.21.7 KM 3004951.6 |
 DM1448| CY2958 RED RM 2                             30.139 METERS 30112     |
 DM1448| EL0735 BENNINGTON MUNICIPAL TANK           APPROX.13.2 KM 3165819.0 |
 DM1448|---------------------------------------------------------------------|
 DM1448
 DM1448                          SUPERSEDED SURVEY CONTROL
 DM1448
 DM1448  NAD 83(1986)-  33 55 01.74278(N)    095 56 30.99701(W) AD(       ) 1
 DM1448  NAD 27      -  33 55 01.39100(N)    095 56 30.08200(W) AD(       ) 1
 DM1448  NGVD 29             174.16   (m)          571.4    (f) LEVELING    3  
 DM1448
 DM1448.Superseded values are not recommended for survey control.
 DM1448
 DM1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1448.See file dsdata.pdf to determine how the superseded data were derived.
 DM1448
 DM1448_MARKER: DS = TRIANGULATION STATION DISK
 DM1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1448_STAMPING: RED 1935
 DM1448_MARK LOGO: CGS
 DM1448_PROJECTION: FLUSH
 DM1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1448+STABILITY: SURFACE MOTION
 DM1448
 DM1448  HISTORY     - Date     Condition        Report By
 DM1448  HISTORY     - 1935     MONUMENTED       CGS
 DM1448  HISTORY     - 1955     GOOD             CGS
 DM1448  HISTORY     - 1957     GOOD             CGS
 DM1448  HISTORY     - 1964     GOOD             LOCSUR
 DM1448
 DM1448                          STATION DESCRIPTION
 DM1448
 DM1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1448'STATION IS ABOUT 9 MILES SW OF BOSWELL AND ABOUT 8 MILES SE
 DM1448'OF BENNINGTON.  OWNERSHIP OF LAND IS UNKNOWN.  STATION MARK IS
 DM1448'AT N EDGE OF CLEARING IN OAK WOODS.  22 FEET S OF THE CENTER
 DM1448'LINE OF E AND W DIRT ROAD.  54.1 FEET W OF A 12-INCH OAK
 DM1448'TREE WITH TRIANGLE BLAZE.  MARK PROJECTS 2 INCHES.
 DM1448'
 DM1448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1448'BRONZE DISKS SET IN CONCRETE.
 DM1448'
 DM1448'REFERENCE MARK NO. 1 IS NE AND ACROSS ROAD FROM STATION,
 DM1448'58.8 FEET NNE OF A 12-INCH OAK TREE WITH TRIANGLE BLAZE.
 DM1448'20 FEET N OF THE CENTER LINE OF ROAD.  2 FEET S OF N RIGHT-OF-WAY
 DM1448'FENCE LINE.  MARK PROJECTS 3 INCHES.
 DM1448'
 DM1448'REFERENCE MARK NO. 2 IS NW, AND ACROSS ROAD FROM STATION.
 DM1448'24 FEET N OF THE CENTER LINE OF ROAD.  27 FEET E OF GATE
 DM1448'POST.  (THIS GATE IS OPENING TO PASTURE LAND) 1-1/2 FEET S
 DM1448'OF N RIGHT-OF-WAY FENCE LINE.
 DM1448'
 DM1448'DISTANCE BETWEEN THE REFERENCE MARKS IS 159.26 FEET.
 DM1448'
 DM1448'AZIMUTH MARK IS E OF THE STATION.  AT S EDGE OF OAK WOODS.
 DM1448'18 FEET N OF THE CENTER LINE OF DIRT ROAD.  9 FEET SSW OF
 DM1448'A 24-INCH OAK TREE.  1-1/2 FEET S OF N RIGHT-OF-WAY FENCE
 DM1448'LINE.  MARK PROJECTS 4 INCHES.
 DM1448'
 DM1448'TO REACH STATION FROM MAIN INTERSECTION IN BOSWELL, GO S ON
 DM1448'SAND CLAY ROAD, 5.0 MILES TO T-INTERSECTION AND SMALL STORE
 DM1448'ON W, THENCE W 1.0 MILE TO T-INTERSECTION.  GO S 3.0 MILES
 DM1448'TO T-INTERSECTION (THERE IS A BLUE MAIL BOX ON E SIDE OF
 DM1448'ROAD AT THIS POINT) THENCE W 2.5 MILES TO FORKS.  TAKE FORK
 DM1448'TO RIGHT (N) AND GO 0.35 MILE TO TURN W.  THENCE W 0.75
 DM1448'MILE TO LARGE CLEARING IN OAK WOODS AND STATION ON S.
 DM1448'
 DM1448'ALL OTHER LIGHTS COME INTO VIEW AT 55 FEET.
 DM1448
 DM1448                          STATION RECOVERY (1955)
 DM1448
 DM1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DM1448'THE STATION WAS RECOVERED AND THE STATION MARK FOUND IN GOOD
 DM1448'CONDITION.  THE REFERENCE AND AZIMUTH MARKS WERE APPARENTLY
 DM1448'DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK AND TWO
 DM1448'NEW REFERENCE MARKS WERE ESTABLISHED AND WILL BE DESCRIBED
 DM1448'LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 DM1448'
 DM1448'THE STATION IS LOCATED AT THE NORTH END OF A SMALL CLEARING
 DM1448'IN HEAVILY WOODED COUNTRY, AND ALONG THE SOUTH SIDE OF A
 DM1448'GRADED ROAD.  IT IS ABOUT 8 MILES AIRLINE SOUTHEAST OF BENNINGTON
 DM1448'AND 9 MILES AIRLINE SOUTHWEST OF BOSWELL.
 DM1448'
 DM1448'TO REACH FROM THE U.S. POST OFFICE IN BENNINGTON, GO EAST
 DM1448'AND SOUTH ON STATE ROUTE 70-E FOR 3.7 MILES TO A CROSS ROAD.
 DM1448'TURN LEFT AND GO EAST ON GRADED ROAD FOR 2.9 MILES TO A FORK.
 DM1448'TAKE RIGHT FORK AND GO SOUTH AND EAST ON GRADED ROAD FOR 4.2
 DM1448'MILES TO THE STATION ON THE RIGHT.
 DM1448'
 DM1448'THE STATION MARK IS A STANDARD DISK STAMPED RED 1935, SET
 DM1448'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH
 DM1448'THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER LINE OF THE
 DM1448'GRADED ROAD, 6.4 FEET SOUTH OF A STANDARD WITNESS POST, 54
 DM1448'FEET WEST OF A TRIANGULAR BLAZED OAK TREE, AND 95 FEET
 DM1448'SOUTH-SOUTHEAST OF A BOARD GATE AND FARM DRIVEWAY.
 DM1448'
 DM1448'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED RED
 DM1448'NO 3 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DM1448'THAT PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF A FENCE LINE,
 DM1448'27 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD, AND
 DM1448'ABOUT 1 FOOT HIGHER THAN THE STATION.
 DM1448'
 DM1448'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED RED
 DM1448'NO 4 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DM1448'THAT PROJECTS 6 INCHES.  IT IS SET IN AN EAST-WEST FENCE LINE,
 DM1448'30 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD, 92 FEET
 DM1448'WEST OF A BOARD GATE, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 DM1448'
 DM1448'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RED 1935 1955,
 DM1448'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 DM1448'PROJECTS 2 INCHES.  IT IS LOCATED ON ROAD RIGHT-OF-WAY PROPERTY,
 DM1448'2 FEET SOUTH OF A FENCE LINE, 30 FEET NORTH OF THE CENTER
 DM1448'LINE OF THE GRADED ROAD, AND NEAR THE SOUTHEAST CORNER OF A
 DM1448'WOODED AREA.  TO REACH FROM THE STATION, GO EAST ON GRADED
 DM1448'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DM1448
 DM1448                          STATION RECOVERY (1957)
 DM1448
 DM1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1448'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1448'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1448
 DM1448                          STATION RECOVERY (1964)
 DM1448
 DM1448'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (RMB)
 DM1448'RECOVERED BY GEN AER SUR
 DM1448'
 DM1448'STATION AND R.M. 3 AND 4 WERE RECOVERED IN GOOD CONDITION
 DM1448'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0832 ***********************************************************************
 FJ0832  DESIGNATION -  RED
 FJ0832  PID         -  FJ0832
 FJ0832  STATE/COUNTY-  OK/LINCOLN
 FJ0832  COUNTRY     -  US
 FJ0832  USGS QUAD   -  PERKINS (2018)
 FJ0832
 FJ0832                         *CURRENT SURVEY CONTROL
 FJ0832  ______________________________________________________________________
 FJ0832* NAD 83(1993) POSITION- 35 53 54.43018(N) 097 01 26.51811(W)   ADJUSTED
 FJ0832* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FJ0832  ______________________________________________________________________
 FJ0832  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 FJ0832  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 FJ0832  HORZ ORDER      -  THIRD
 FJ0832
 FJ0832.The horizontal coordinates were established by classical geodetic methods
 FJ0832.and adjusted by the National Geodetic Survey in November 1994.
 FJ0832
 FJ0832.The orthometric height was scaled from a topographic map.
 FJ0832
 FJ0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0832.GEOID18 height accuracy estimate available here.
 FJ0832
 FJ0832.Click photographs - Photos may exist for this station.
 FJ0832
 FJ0832.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0832
 FJ0832. The following values were computed from the NAD 83(1993) position.
 FJ0832
 FJ0832;                    North         East     Units Scale Factor Converg.
 FJ0832;SPC OK N     -   100,128.467   688,104.148   MT  0.99995637   +0 34 33.5
 FJ0832;SPC OK N     -   328,504.81  2,257,555.03   sFT  0.99995637   +0 34 33.5
 FJ0832;UTM  14      - 3,974,488.938   678,328.399   MT  0.99999187   +1 09 32.1
 FJ0832
 FJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0832!SPC OK N     -   0.99995604  x   0.99995637  =   0.99991241
 FJ0832!UTM  14      -   0.99995604  x   0.99999187  =   0.99994791
 FJ0832
 FJ0832:                Primary Azimuth Mark                     Grid Az
 FJ0832:SPC OK N     -  RED AZ MK                                088 15 38.5
 FJ0832:UTM  14      -  RED AZ MK                                087 40 39.9
 FJ0832
 FJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7832874488(NAD 83)
 FJ0832
 FJ0832|---------------------------------------------------------------------|
 FJ0832| PID    Reference Object                     Distance      Geod. Az  |
 FJ0832|                                                           dddmmss.s |
 FJ0832| CL6100 RED RM 1                             17.720 METERS 01458     |
 FJ0832| CL6099 RED AZ MK                                          0885012.0 |
 FJ0832| CL6101 RED RM 2                             13.718 METERS 09148     |
 FJ0832| FJ0836 CARNEY BAPTIST CHURCH SPIRE         APPROX.10.0 KM 1741458.6 |
 FJ0832|---------------------------------------------------------------------|
 FJ0832
 FJ0832                          SUPERSEDED SURVEY CONTROL
 FJ0832
 FJ0832  NAD 83(1986)-  35 53 54.43970(N)    097 01 26.50041(W) AD(       ) 3
 FJ0832  NAD 27      -  35 53 54.24586(N)    097 01 25.38856(W) AD(       ) 3
 FJ0832
 FJ0832.Superseded values are not recommended for survey control.
 FJ0832
 FJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0832.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0832
 FJ0832_MARKER: DS = TRIANGULATION STATION DISK
 FJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0832_STAMPING: RED 1954
 FJ0832_MARK LOGO: CGS
 FJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0832+STABILITY: SURFACE MOTION
 FJ0832
 FJ0832  HISTORY     - Date     Condition        Report By
 FJ0832  HISTORY     - 1954     MONUMENTED       CGS
 FJ0832  HISTORY     - 1986     POOR             DMA
 FJ0832
 FJ0832                          STATION DESCRIPTION
 FJ0832
 FJ0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0832'THE STATION IS 6 MILES NORTH OF CARNEY, 5-1/2 MILES SOUTH
 FJ0832'OF PERKINS, 0.35 MILE WEST OF STATE HIGHWAY 40 AND ON THE
 FJ0832'RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.
 FJ0832'
 FJ0832'TO REACH THE STATION FROM CARNEY GO NORTH ON STATE HIGHWAY
 FJ0832'40 FOR 4.1 MILES TO A SIDE ROAD RIGHT, BETWEEN TWO SERVICE
 FJ0832'STATIONS.  CONTINUE NORTH ON STATE HIGHWAY 40 FOR 2.0 MILES
 FJ0832'TO A CROSSROAD, TURN LEFT AND GO WEST 0.35 MILE TO THE SUMMIT
 FJ0832'OF A RISE, A DRIVEWAY INTO AN OIL FIELD ON THE RIGHT AND
 FJ0832'THE STATION ON THE LEFT.
 FJ0832'
 FJ0832'THE STATION MARK IS 156 FEET WEST OF A POWER POLE, 53.5
 FJ0832'FEET SOUTH OF THE EAST GATE-POST, 27 FEET SOUTH OF THE CENTER
 FJ0832'OF THE DIRT ROAD, 8 FEET EAST OF A WITNESS POST, 3 FEET
 FJ0832'NORTH OF A BARBED-WIRE FENCE AND PROJECTS 4 INCHES.  THE
 FJ0832'DISK IS STAMPED RED 1954.
 FJ0832'
 FJ0832'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 29 FEET NORTH
 FJ0832'OF THE CENTER OF THE DIRT ROAD, 16.5 FEET EAST OF THE EAST
 FJ0832'GATE-POST, 2.5 FEET NORTH OF A BARBED-WIRE FENCE AND PROJECTS
 FJ0832'2 INCHES.  THE DISK IS STAMPED RED NO 1 1954.
 FJ0832'
 FJ0832'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 111 FEET WEST
 FJ0832'OF THE POWER POLE, 28 FEET SOUTH OF THE CENTER OF THE DIRT
 FJ0832'ROAD, 2 FEET NORTH OF THE BARBED-WIRE FENCE AND PROJECTS
 FJ0832'4 INCHES.  THE DISK IS STAMPED RED NO 2 1954.
 FJ0832'
 FJ0832'THE AZIMUTH MARK, 0.5 MILE EAST OF THE STATION, IS 27 FEET
 FJ0832'NORTH OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTHWEST OF
 FJ0832'A WITNESS POST, 2 FEET WEST OF A POWER POLE AND PROJECTS
 FJ0832'4 INCHES.  THE DISK IS STAMPED RED 1954.
 FJ0832'
 FJ0832'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 FJ0832'DIRT ROAD FOR 0.35 MILE TO STATE HIGHWAY 40, CROSS THE PAVED
 FJ0832'HIGHWAY AND CONTINUE EAST ON THE DIRT ROAD FOR 0.15 MILE
 FJ0832'TO THE SUMMIT OF A LOW RIDGE AND THE AZIMUTH MARK ON THE LEFT.
 FJ0832'
 FJ0832'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ0832
 FJ0832                          STATION RECOVERY (1986)
 FJ0832
 FJ0832'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 FJ0832'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0872 ***********************************************************************
 GH0872  DESIGNATION -  RED HILL
 GH0872  PID         -  GH0872
 GH0872  STATE/COUNTY-  OK/GRANT
 GH0872  COUNTRY     -  US
 GH0872  USGS QUAD   -  WAKITA SW (2018)
 GH0872
 GH0872                         *CURRENT SURVEY CONTROL
 GH0872  ______________________________________________________________________
 GH0872* NAD 83(1997) POSITION- 36 47 30.91002(N) 097 52 35.85056(W)   ADJUSTED
 GH0872* NAVD 88 ORTHO HEIGHT -   364.50  (+/-2cm)     1195.9   (feet) VERTCON3
 GH0872  ______________________________________________________________________
 GH0872  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 GH0872  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 GH0872  HORZ ORDER      -  FIRST
 GH0872  VERT ORDER      -  THIRD ? (See Below)
 GH0872
 GH0872.The horizontal coordinates were established by classical geodetic methods
 GH0872.and adjusted by the National Geodetic Survey in October 1998.
 GH0872
 GH0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0872
 GH0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0872.GEOID18 height accuracy estimate available here.
 GH0872
 GH0872.The vertical order pertains to the NGVD 29 superseded value.
 GH0872
 GH0872.Click photographs - Photos may exist for this station.
 GH0872
 GH0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0872
 GH0872. The following values were computed from the NAD 83(1997) position.
 GH0872
 GH0872;                    North         East     Units Scale Factor Converg.
 GH0872;SPC OK N     -   198,832.591   611,011.702   MT  1.00000470   +0 04 22.1
 GH0872;SPC OK N     -   652,336.59  2,004,627.56   sFT  1.00000470   +0 04 22.1
 GH0872;UTM  14      - 4,072,378.230   600,227.016   MT  0.99972376   +0 40 22.3
 GH0872
 GH0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0872!SPC OK N     -   0.99994719  x   1.00000470  =   0.99995189
 GH0872!UTM  14      -   0.99994719  x   0.99972376  =   0.99967096
 GH0872
 GH0872:                Primary Azimuth Mark                     Grid Az
 GH0872:SPC OK N     -  RED HILL AZ MK                           006 49 34.5
 GH0872:UTM  14      -  RED HILL AZ MK                           006 13 34.3
 GH0872
 GH0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0022772378(NAD 83)
 GH0872
 GH0872|---------------------------------------------------------------------|
 GH0872| PID    Reference Object                     Distance      Geod. Az  |
 GH0872|                                                           dddmmss.s |
 GH0872| CL6104 RED HILL AZ MK                                     0065356.6 |
 GH0872| CL6105 RED HILL RM 1                        13.603 METERS 02205     |
 GH0872| GH0870 CLYDE CLYDE COOP ASSN ELEV          APPROX. 7.8 KM 0381838.1 |
 GH0872| GH0871 CLYDE ST ANTHONYS CHURCH SPIRE      APPROX. 7.9 KM 0384647.8 |
 GH0872| GH0832 MEDFORD MUNICIPAL TANK              APPROX.12.8 KM 0815047.2 |
 GH0872| GH0830 MEDFORD CLYDE COOP ASSN ELEV        APPROX.12.8 KM 0834618.4 |
 GH0872| GH0855 JEFFERSON FEUQUAY ELEV N ELEV       APPROX.11.1 KM 1345629.8 |
 GH0872| GJ0504 GREAT SALT PLAINS DAM USE TANK      APPROX.23.1 KM 2565427.4 |
 GH0872| CL6106 RED HILL RM 2                        13.295 METERS 29524     |
 GH0872| GH0877 WAKITA MUNICIPAL TANK               APPROX.10.8 KM 3385524.8 |
 GH0872| GH0876 WAKITA FARMERS COOP ELEVATOR        APPROX.11.0 KM 3391127.9 |
 GH0872|---------------------------------------------------------------------|
 GH0872
 GH0872                          SUPERSEDED SURVEY CONTROL
 GH0872
 GH0872  NAD 83(1993)-  36 47 30.91148(N)    097 52 35.85227(W) AD(       ) 1
 GH0872  NAD 83(1986)-  36 47 30.91643(N)    097 52 35.84123(W) AD(       ) 1
 GH0872  NAD 27      -  36 47 30.81842(N)    097 52 34.63521(W) AD(       ) 1
 GH0872  NGVD 29             364.37   (m)         1195.4    (f) LEVELING    3  
 GH0872
 GH0872.Superseded values are not recommended for survey control.
 GH0872
 GH0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0872.See file dsdata.pdf to determine how the superseded data were derived.
 GH0872
 GH0872_MARKER: DS = TRIANGULATION STATION DISK
 GH0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0872_STAMPING: RED HILL 1951
 GH0872_MARK LOGO: CGS
 GH0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0872+STABILITY: SURFACE MOTION
 GH0872
 GH0872  HISTORY     - Date     Condition        Report By
 GH0872  HISTORY     - 1951     MONUMENTED       CGS
 GH0872  HISTORY     - 1958     GOOD             CGS
 GH0872  HISTORY     - 1968     GOOD             CGS
 GH0872
 GH0872                          STATION DESCRIPTION
 GH0872
 GH0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0872'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 GH0872'HILL, KNOWN LOCALLY AS RED HILL, ABOUT 27.0 MILES NORTH OF
 GH0872'ENID, 8.0 MILES WEST OF MEDFORD AND 7.0 MILES SOUTH-SOUTHEAST
 GH0872'OF WAKITA.  IT IS NEAR THE SITE OF A LARGE EXCAVATION MADE BY
 GH0872'THE REMOVAL OF ROAD MATERIALS ON LAND OWNED BY MR. LOUIS
 GH0872'PITCHER.  IT IS ABOUT 0.1 MILE WEST OF A GRADED ROAD AND 25.0
 GH0872'FEET NORTH OF WHERE THE HILL BREAKS SHARP TO THE SOUTH INTO
 GH0872'THE MATERIAL EXCAVATION.  IT PROJECTS 2.5 FEET AND IS STAMPED
 GH0872'RED HILL 1951.
 GH0872'
 GH0872'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF THE
 GH0872'HILL ABOUT 4.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 GH0872'PROJECTS 5 INCHES AND IS STAMPED RED HILL NO 1 1951.
 GH0872'
 GH0872'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST SLOPE OF THE
 GH0872'HILL JUST EAST OF WHERE THE HILL BREAKS SHARP TO THE WEST INTO
 GH0872'THE MATERIAL EXCAVATION AND IS ABOUT 4.0 FEET BELOW THE ELEVATION
 GH0872'OF THE STATION.  IT PROJECTS 6 INCHES AND IS STAMPED RED HILL
 GH0872'NO 2 1950.
 GH0872'
 GH0872'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GH0872'NO. 2 IS 60.6 FEET.
 GH0872'
 GH0872'THE AZIMUTH MARK IS 30.0 FEET EAST OF THE CENTER OF A GRADED
 GH0872'ROAD, 2.0 FEET WEST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF
 GH0872'TELEPHONE POLE NO. E 38 AND 1.0 FOOT WEST OF A WITNESS POST.
 GH0872'IT PROJECTS 6 INCHES AND IS STAMPED RED HILL 1951.
 GH0872'
 GH0872'TO REACH THE STATION FROM THE CROSS-STREET JUST WEST OF THE
 GH0872'POST OFFICE IN CHEROKEE, GO NORTH ON U.S. HIGHWAY NO. 64 AND
 GH0872'STATE ROUTES NO. 58 AND 11 FOR 2.8 MILES TO THE JUNCTION OF
 GH0872'THESE HIGHWAYS.  HERE TURN RIGHT AND GO EAST ON STATE ROUTE
 GH0872'NO. 11 FOR 11.0 MILES TO A CROSSROAD AND A STORE IN THE
 GH0872'NORTHEAST ANGLE, CONTINUE EAST ON STATE ROUTE NO. 11 FOR 13.0
 GH0872'MILES TO A CROSSROAD AND A STORE IN THE NORTHWEST ANGLE.
 GH0872'CONTINUE EAST ON STATE ROUTE NO. 11 FOR 3.05 MILES TO A
 GH0872'CROSSROAD, TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 0.9 MILE
 GH0872'TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE LEFT
 GH0872'AS DESCRIBED.  CONTINUE SOUTH ON A GRADED ROAD FOR 0.5
 GH0872'MILE TO A STEEL GATE ON THE RIGHT AT THE ENTRANCE INTO A
 GH0872'LARGE ROAD MATERIALS PIT, HERE TURN RIGHT THROUGH THIS
 GH0872'GATE AND FOLLOW AROUND BASE OF THE HILL FOR 0.4 MILE TO A
 GH0872'POINT DUE NORTH OF THE STATION, TURN RIGHT AND GO SOUTH
 GH0872'ALONG A RIDGE FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL
 GH0872'AND THE STATION AS DESCRIBED.
 GH0872
 GH0872                          STATION RECOVERY (1958)
 GH0872
 GH0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0872'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL THE
 GH0872'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 GH0872
 GH0872                          STATION RECOVERY (1968)
 GH0872
 GH0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0872'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 GH0872'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 GH0872'
 GH0872'A NEW DESCRIPTION FOLLOWS.
 GH0872'
 GH0872'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT HILL
 GH0872'THAT IS KNOWN LOCALLY AS RED HILL.  IT IS ABOUT 8 MILES WEST OF
 GH0872'MEDFORD AND 7 MILES SOUTH-SOUTHEAST OF WAKITA.
 GH0872'
 GH0872'THE STATION IS A STANDARD DISK, STAMPED RED HILL 1951, SET IN THE
 GH0872'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 29 INCHES
 GH0872'ABOVE THE GROUND.  IT IS 25 FEET NORTH OF WHERE THE HILL BREAKS
 GH0872'SHARP TO THE SOUTH INTO AN EXCAVATION PIT.
 GH0872'
 GH0872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 GH0872'STATE HIGHWAY 11 IN THE NORTH EDGE OF MEDFORD, GO WEST ON STATE
 GH0872'HIGHWAY 11 FOR 7.5 MILES TO A GRADED CROSSROAD.  TURN LEFT AND GO
 GH0872'SOUTH ON A GRADED ROAD FOR 1.1 MILE TO THE AZIMUTH MARK ON THE
 GH0872'LEFT.  CONTINUE SOUTH ON THE GRADED ROAD FOR 0.45 MILE TO A WIRE
 GH0872'GATE ON THE RIGHT AND THE STATION ABOUT 350 FEET NORTHWEST ON
 GH0872'THE HIGHEST POINT OF HILL.
 GH0872'
 GH0872'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RED HILL NO 1 1951,
 GH0872'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GH0872'6 INCHES.  IT IS ON THE NORTHEAST SLOPE OF THE HILL.
 GH0872'
 GH0872'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RED HILL NO 2 1951,
 GH0872'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GH0872'6 INCHES.  IT IS ON THE NORTHWEST SLOPE OF THE HILL, JUST EAST OF
 GH0872'WHERE IT BREAKS SHARP INTO THE EXCAVATION PIT.
 GH0872'
 GH0872'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RED HILL 1951, SET
 GH0872'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GH0872'6 INCHES.  IT IS 31 FEET EAST OF THE CENTERLINE OF A GRADED ROAD,
 GH0872'2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND A METAL WITNESS POST
 GH0872'WITH SIGN ATTACHED AND 1.2 FEET WEST OF A 4 BY 4 INCH WOOD
 GH0872'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1285 ***********************************************************************
 DM1285  DESIGNATION -  REDLAND
 DM1285  PID         -  DM1285
 DM1285  STATE/COUNTY-  OK/MCCURTAIN
 DM1285  COUNTRY     -  US
 DM1285  USGS QUAD   -  SHULTS (2019)
 DM1285
 DM1285                         *CURRENT SURVEY CONTROL
 DM1285  ______________________________________________________________________
 DM1285* NAD 83(1993) POSITION- 33 54 55.38001(N) 094 40 11.24611(W)   ADJUSTED
 DM1285* NAVD 88 ORTHO HEIGHT -   136.    (meters)      446.    (feet) SCALED
 DM1285  ______________________________________________________________________
 DM1285  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 DM1285  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 DM1285  HORZ ORDER      -  THIRD
 DM1285
 DM1285.The horizontal coordinates were established by classical geodetic methods
 DM1285.and adjusted by the National Geodetic Survey in November 1994.
 DM1285
 DM1285.The orthometric height was scaled from a topographic map.
 DM1285
 DM1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1285.GEOID18 height accuracy estimate available here.
 DM1285
 DM1285.Click photographs - Photos may exist for this station.
 DM1285
 DM1285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1285
 DM1285. The following values were computed from the NAD 83(1993) position.
 DM1285
 DM1285;                    North         East     Units Scale Factor Converg.
 DM1285;SPC OK S     -    69,643.261   907,910.646   MT  1.00000358   +1 53 25.0
 DM1285;SPC OK S     -   228,487.93  2,978,703.51   sFT  1.00000358   +1 53 25.0
 DM1285;UTM  15      - 3,754,029.176   345,637.416   MT  0.99989374   -0 55 54.7
 DM1285
 DM1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1285!SPC OK S     -   0.99998299  x   1.00000358  =   0.99998657
 DM1285!UTM  15      -   0.99998299  x   0.99989374  =   0.99987673
 DM1285
 DM1285:                Primary Azimuth Mark                     Grid Az
 DM1285:SPC OK S     -  REDLAND AZ MK                            170 22 19.5
 DM1285:UTM  15      -  REDLAND AZ MK                            173 11 39.2
 DM1285
 DM1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4563754029(NAD 83)
 DM1285
 DM1285|---------------------------------------------------------------------|
 DM1285| PID    Reference Object                     Distance      Geod. Az  |
 DM1285|                                                           dddmmss.s |
 DM1285| CX6151 REDLAND AZ MK                                      1721544.5 |
 DM1285| CX6153 REDLAND RM 2                         13.356 METERS 18914     |
 DM1285| CX6152 REDLAND RM 1                         15.225 METERS 35335     |
 DM1285|---------------------------------------------------------------------|
 DM1285
 DM1285                          SUPERSEDED SURVEY CONTROL
 DM1285
 DM1285  NAD 83(1986)-  33 54 55.38380(N)    094 40 11.23608(W) AD(       ) 3
 DM1285  NAD 27      -  33 54 54.97900(N)    094 40 10.45700(W) AD(       ) 3
 DM1285
 DM1285.Superseded values are not recommended for survey control.
 DM1285
 DM1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1285.See file dsdata.pdf to determine how the superseded data were derived.
 DM1285
 DM1285_MARKER: DS = TRIANGULATION STATION DISK
 DM1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1285_STAMPING: RED LAND 1952
 DM1285_MARK LOGO: CGS
 DM1285_PROJECTION: RECESSED 8 CENTIMETERS
 DM1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1285+STABILITY: SURFACE MOTION
 DM1285
 DM1285  HISTORY     - Date     Condition        Report By
 DM1285  HISTORY     - 1952     MONUMENTED       CGS
 DM1285
 DM1285                          STATION DESCRIPTION
 DM1285
 DM1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1285'STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF IDABEL,
 DM1285'0.3 MILE NORTH OF THE RED LAND METHODIST CHURCH AND ALONG THE EAST
 DM1285'SIDE OF A DIRT ROAD.  IT IS 32 FEET EAST OF THE CENTERLINE
 DM1285'OF THE ROAD, 17 FEET SOUTH OF A POWERLINE POLE, 8 FEET NORTHEAST
 DM1285'OF A WITNESS POST AND 7 FEET EAST OF THE FENCE LINE.  THE MARK
 DM1285'IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 DM1285'IS STAMPED RED LAND 1952.
 DM1285'
 DM1285'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTERLINE OF THE
 DM1285'ROAD AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK PROJECTS
 DM1285'6 INCHES AND THE DISK IS STAMPED RED LAND NO 1 1952.
 DM1285'
 DM1285'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTERLINE OF THE
 DM1285'ROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 DM1285'AND THE DISK IS STAMPED RED LAND NO 2 1952.
 DM1285'
 DM1285'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTERLINE OF A DIRT
 DM1285'ROAD, 5 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF THE
 DM1285'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DM1285'RED LAND 1952.
 DM1285'
 DM1285'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DM1285'HIGHWAY 21, 2.0 MILES NORTH OF IDABEL, GO RIGHT (EAST) ON HIGHWAY
 DM1285'21, 7.8 MILES TO WHERE HIGHWAY TURNS RIGHT, CONTINUE EAST 0.1
 DM1285'MILE TO CROSSROADS AND STORE, TURN LEFT (NORTH) ON DIRT ROAD
 DM1285'1.0 MILE TO CROSSROADS, TURN LEFT (WEST) 0.95 MILE TO THE AZIMUTH
 DM1285'MARK ON THE LEFT, CONTINUE WEST 0.05 MILE TO CROSSROADS AND
 DM1285'CHURCH, TURN RIGHT (NORTH) 0.3 MILE TO THE STATION ON THE RIGHT
 DM1285'JUST OPPOSITE AN OLD ONE ROOM HOUSE.
 DM1285'
 DM1285'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1014 ***********************************************************************
 FH1014  DESIGNATION -  REDLAND
 FH1014  PID         -  FH1014
 FH1014  STATE/COUNTY-  OK/SEQUOYAH
 FH1014  COUNTRY     -  US
 FH1014  USGS QUAD   -  MULDROW SW (2018)
 FH1014
 FH1014                         *CURRENT SURVEY CONTROL
 FH1014  ______________________________________________________________________
 FH1014* NAD 83(1993) POSITION- 35 18 17.56327(N) 094 37 30.60906(W)   ADJUSTED
 FH1014* NAVD 88 ORTHO HEIGHT -   139.    (meters)      456.    (feet) SCALED
 FH1014  ______________________________________________________________________
 FH1014  GEOID HEIGHT    -        -30.569 (meters)                     GEOID18
 FH1014  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 FH1014  HORZ ORDER      -  SECOND
 FH1014
 FH1014.The horizontal coordinates were established by classical geodetic methods
 FH1014.and adjusted by the National Geodetic Survey in November 1994.
 FH1014
 FH1014.The orthometric height was scaled from a topographic map.
 FH1014
 FH1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1014.GEOID18 height accuracy estimate available here.
 FH1014
 FH1014.Click photographs - Photos may exist for this station.
 FH1014
 FH1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1014
 FH1014. The following values were computed from the NAD 83(1993) position.
 FH1014
 FH1014;                    North         East     Units Scale Factor Converg.
 FH1014;SPC OK N     -    39,162.147   906,890.982   MT  1.00005782   +1 59 29.9
 FH1014;SPC OK N     -   128,484.48  2,975,358.16   sFT  1.00005782   +1 59 29.9
 FH1014;SPC OK S     -   223,829.595   906,882.447   MT  1.00001492   +1 54 56.2
 FH1014;SPC OK S     -   734,347.60  2,975,330.16   sFT  1.00001492   +1 54 56.2
 FH1014;UTM  15      - 3,908,065.033   352,246.151   MT  0.99986905   -0 56 21.8
 FH1014
 FH1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1014!SPC OK N     -   0.99998297  x   1.00005782  =   1.00004079
 FH1014!SPC OK S     -   0.99998297  x   1.00001492  =   0.99999789
 FH1014!UTM  15      -   0.99998297  x   0.99986905  =   0.99985202
 FH1014
 FH1014:                Primary Azimuth Mark                     Grid Az
 FH1014:SPC OK N     -  REDLAND AZ MK                            325 40 25.8
 FH1014:SPC OK S     -  REDLAND AZ MK                            325 44 59.5
 FH1014:UTM  15      -  REDLAND AZ MK                            328 36 17.5
 FH1014
 FH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5224608065(NAD 83)
 FH1014
 FH1014|---------------------------------------------------------------------|
 FH1014| PID    Reference Object                     Distance      Geod. Az  |
 FH1014|                                                           dddmmss.s |
 FH1014| CI2145 REDLAND RM 1                         20.755 METERS 15338     |
 FH1014| FH1020 SPIRO MUNICIPAL STANDPIPE           APPROX. 6.4 KM 1764356.2 |
 FH1014| CI2146 REDLAND RM 2                         26.967 METERS 26221     |
 FH1014| CI2144 REDLAND AZ MK                                      3273955.7 |
 FH1014|---------------------------------------------------------------------|
 FH1014
 FH1014                          SUPERSEDED SURVEY CONTROL
 FH1014
 FH1014  NAD 83(1986)-  35 18 17.56633(N)    094 37 30.59996(W) AD(       ) 2
 FH1014  NAD 27      -  35 18 17.22500(N)    094 37 29.80500(W) AD(       ) 2
 FH1014
 FH1014.Superseded values are not recommended for survey control.
 FH1014
 FH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1014.See file dsdata.pdf to determine how the superseded data were derived.
 FH1014
 FH1014_MARKER: DS = TRIANGULATION STATION DISK
 FH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1014_STAMPING: REDLAND 1940
 FH1014_MARK LOGO: CGS
 FH1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1014+STABILITY: SURFACE MOTION
 FH1014
 FH1014  HISTORY     - Date     Condition        Report By
 FH1014  HISTORY     - 1940     MONUMENTED       CGS
 FH1014  HISTORY     - 1959     GOOD             CGS
 FH1014  HISTORY     - 1967     GOOD             CGS
 FH1014
 FH1014                          STATION DESCRIPTION
 FH1014
 FH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1014'STATION IS ABOUT 8 MILES S OF MULDROW, 5 MILES N OF SPIRO IN
 FH1014'THE TOWN OF REDLAND IN AN OPEN GRASS AREA BETWEEN THE RAILROAD
 FH1014'DEPOT AND THE MAIN ROAD.
 FH1014'
 FH1014'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1014'SET IN CONCRETE.
 FH1014'
 FH1014'STATION IS 86 FEET W OF SW CORNER OF DEPOT, 65 FEET NE OF CENTER
 FH1014'LINE OF ROAD, 5.6 FEET W OF WHITE WITNESS POST, PROJECTS 4 INCHES
 FH1014'AND IS STAMPED REDLAND 1940.
 FH1014'
 FH1014'REFERENCE MARK NO.1 IS 94 FEET E OF NE CORNER OF CEMENT BLOCK
 FH1014'STORE BUILDING, 22 FEET NE OF TELEPHONE POLE, 2 FEET BELOW STATION,
 FH1014'PROJECTS 6 INCHES, AND IS STAMPED REDLAND NO.1, 1940.
 FH1014'REFERENCE MARK NO.2 IS 74 FEET N OF NE CORNER OF HOUSE, 17 FEET
 FH1014'SW OF ROAD, 3 FEET BELOW STATION, PROJECTS 6 INCHES, AND IS
 FH1014'STAMPED REDLAND NO.2, 1940.
 FH1014'
 FH1014'THE AZIMUTH MARK IS 118 FEET W OF MAIN TRACK OF THE KANSAS CITY
 FH1014'SOUTHERN RAILROAD, 9 FEET SE OF FENCE CORNER, 2 FEET E OF FENCE
 FH1014'LINE, 2.3 FEET SE OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND
 FH1014'IS STAMPED REDLAND 1940.
 FH1014'
 FH1014'REACHED FROM MULDROW BY FOLLOWING U.S. HIGHWAY 64, W, 2.55 MILES
 FH1014'TO GRAVEL ROAD LEADING LEFT (S) AT SIGN REDLAND 5 MILES, TURN
 FH1014'LEFT AND GO 4.35 MILES TO ROAD LEADING LEFT ALONG N SIDE OF
 FH1014'RAILROAD TRACKS AND CHURCH BUILDING ON LEFT, TURN LEFT (E) AND GO
 FH1014'0.6 MILE, TURN RIGHT (S) AND GO 1.5 MILES TO RAILROAD CROSSING
 FH1014'AND AZIMUTH MARK ABOUT 100 YARDS SE OF SCHOOLHOUSE ON W SIDE OF
 FH1014'TRACK, CONTINUE 0.6 MILE TO REDLAND RAILROAD DEPOT AND STATION
 FH1014'ON LEFT.
 FH1014'
 FH1014'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1014
 FH1014                          STATION RECOVERY (1959)
 FH1014
 FH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1014'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1014'CONDITION.  THE STATION IS ON A BANK BETWEEN A NORTH-SOUTH ROAD
 FH1014'AND THE RAILROAD, TO NORTHEAST OF AN OLD CONCRETE BLOCK BUILDING
 FH1014'AND 6 FEET SOUTHEAST OF A SMALL TREE THAT HAS A DEEP HOLE NEAR ITS
 FH1014'BASE.  R.M. NO. 1 IS NEAR THE CENTER OF THE BANK AND IS ABOUT 60
 FH1014'FEET NORTH OF THE CENTERLINE OF THE ROAD.  R.M. NO. 2 IS 15
 FH1014'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 7-1/2
 FH1014'FEET EAST OF THE FENCE LINE.  THIS MARK IS FLUSH WITH THE
 FH1014'GROUND.  THE AZIMUTH MARK IS ON THE WEST SIDE OF A ROAD LEADING
 FH1014'TO AN OLD BRICK SCHOOL BUILDING, ABOUT 24 FEET SOUTHEAST OF AN
 FH1014'OAK TREE AND ABOUT 8 FEET SOUTHWEST OF AN OLD FENCE LINE.
 FH1014'
 FH1014'TO REACH THE STATION FROM MULDROW, FROM THE JUNCTION OF U.S.
 FH1014'HIGHWAY 64 AND 64B, GO WEST ON U.S. 64 FOR 2.35 MILES TO CROSSROADS,
 FH1014'TURN LEFT AND GO SOUTH FOR 4.45 MILES TO FORKS, TAKE LEFT
 FH1014'FORK SOUTHEAST AND EAST FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN
 FH1014'RIGHT AND GO SOUTH FOR 1.65 MILES TO RAILROAD CROSSING AND
 FH1014'STATION ON RIGHT AS DESCRIBED, CROSS RAILROAD THEN TURN LEFT AND
 FH1014'CONTINUE FOR 0.6 MILE TO STATION ON LEFT AS DESCRIBED.
 FH1014
 FH1014                          STATION RECOVERY (1967)
 FH1014
 FH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FH1014'AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FH1014'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.  THE
 FH1014'SURFACE STATION MARK WAS FOUND LYING HORIZONTAL.  THE UNDERGROUND
 FH1014'DISK WAS FOUND IN GOOD CONDITION AND A NEW SURFACE MARK
 FH1014'ESTABLISHED OVER THE UNDERGROUND DISK.  FOLLOWING IS A NEW AND
 FH1014'COMPLETE DESCRIPTION.
 FH1014'
 FH1014'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF MULDROW, 5 MILES
 FH1014'NORTH OF SPIRO AND IN THE OLD TOWN OF REDLAND.  ON STEVENS GAS
 FH1014'COMPANY LAND.
 FH1014'
 FH1014'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND 64B IN MULDROW,
 FH1014'GO WEST ON U.S. HIGHWAY 64 FOR 2.35 MILES TO A CROSS ROAD.
 FH1014'TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 2.65 MILES TO A CROSS
 FH1014'ROAD.  CONTINUE AHEAD AND GO SOUTH ON GRADED ROAD FOR 1.95 MILES
 FH1014'TO A FORK.  TAKE THE LEFT FORK, SOUTHEAST AND EAST ON GRADED ROAD
 FH1014'FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 FH1014'ON GRADED ROAD FOR 1.65 MILES TO A RAILROAD CROSSING AND THE
 FH1014'AZIMUTH MARK AS DESCRIBED.  CROSS THE TRACKS AND FOLLOW THE
 FH1014'MAIN ROAD FOR 0.4 MILE TO A T-INTERSECTION.  TURN LEFT AND
 FH1014'FOLLOW GRADED ROAD FOR 0.25 MILE TO THE STATION ON THE
 FH1014'LEFT.
 FH1014'
 FH1014'STATION MARK IS A STANDARD DISK, STAMPED REDLAND 1940 1967, SET
 FH1014'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 FH1014'208 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 76 FEET
 FH1014'SOUTH-SOUTHEAST OF A POWERLINE POLE, 59 FEET EAST OF THE CENTER OF
 FH1014'GRADED ROAD, 153 FEET NORTH OF A GRADED ROAD AND 1 FOOT WEST OF A
 FH1014'METAL WITNESS POST.
 FH1014'
 FH1014'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REDLAND NO 1 1940,
 FH1014'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 FH1014'THE GROUND.  IT IS 60 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 FH1014'41 FEET EAST OF A GRADED ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 FH1014'POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 FH1014'
 FH1014'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REDLAND NO 2 1940,
 FH1014'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 FH1014'GROUND.  IT IS 17 FEET WEST OF THE CENTER OF A GRADED ROAD, 8
 FH1014'FEET EAST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND
 FH1014'ABOUT 4 FEET LOWER THAN THE STATION.
 FH1014'
 FH1014'AZIMUTH MARK IS A STANDARD DISK, STAMPED REDLAND 1940, SET IN THE
 FH1014'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FH1014'IT IS 118 FEET WEST OF A RAILROAD CROSSING, 81 FEET SOUTHWEST OF
 FH1014'MILEPOST 306, 30 FEET SOUTHWEST OF TELEPHONE LINE POLE NUMBER
 FH1014'522, 17 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT
 FH1014'SOUTH OF A METAL WITNESS POST.
 FH1014'
 FH1014'REDLAND 1940 1967 TO REDLAND RM 1 = PLUS 2.005 FEET
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0160 ***********************************************************************
 EM0160  DESIGNATION -  REDYNS
 EM0160  PID         -  EM0160
 EM0160  STATE/COUNTY-  OK/KIOWA
 EM0160  COUNTRY     -  US
 EM0160  USGS QUAD   -  SNYDER (2018)
 EM0160
 EM0160                         *CURRENT SURVEY CONTROL
 EM0160  ______________________________________________________________________
 EM0160* NAD 83(1993) POSITION- 34 41 15.38263(N) 098 56 23.55614(W)   ADJUSTED
 EM0160* NAVD 88 ORTHO HEIGHT -   419.053 (meters)     1374.84  (feet) ADJUSTED
 EM0160  ______________________________________________________________________
 EM0160  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 EM0160  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 EM0160  DYNAMIC HEIGHT  -        418.638 (meters)     1373.48  (feet) COMP
 EM0160  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 EM0160
 EM0160  HORZ ORDER      -  SECOND
 EM0160  VERT ORDER      -  SECOND    CLASS 0
 EM0160
 EM0160.The horizontal coordinates were established by classical geodetic methods
 EM0160.and adjusted by the National Geodetic Survey in November 1994.
 EM0160
 EM0160.The orthometric height was determined by differential leveling and
 EM0160.adjusted by the NATIONAL GEODETIC SURVEY
 EM0160.in June 1991.
 EM0160
 EM0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0160.GEOID18 height accuracy estimate available here.
 EM0160
 EM0160.Click photographs - Photos may exist for this station.
 EM0160
 EM0160.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0160
 EM0160.The dynamic height is computed by dividing the NAVD 88
 EM0160.geopotential number by the normal gravity value computed on the
 EM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0160.degrees latitude (g = 980.6199 gals.).
 EM0160
 EM0160.The modeled gravity was interpolated from observed gravity values.
 EM0160
 EM0160. The following values were computed from the NAD 83(1993) position.
 EM0160
 EM0160;                    North         East     Units Scale Factor Converg.
 EM0160;SPC OK S     -   150,621.715   513,882.191   MT  0.99993756   -0 32 00.6
 EM0160;SPC OK S     -   494,164.74  1,685,961.82   sFT  0.99993756   -0 32 00.6
 EM0160;UTM  14      - 3,838,402.326   505,507.120   MT  0.99960037   +0 02 03.2
 EM0160
 EM0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0160!SPC OK S     -   0.99993825  x   0.99993756  =   0.99987581
 EM0160!UTM  14      -   0.99993825  x   0.99960037  =   0.99953864
 EM0160
 EM0160:                Primary Azimuth Mark                     Grid Az
 EM0160:SPC OK S     -  UPTO                                     223 32 07.9
 EM0160:UTM  14      -  UPTO                                     222 58 04.1
 EM0160
 EM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0550738402(NAD 83)
 EM0160
 EM0160|---------------------------------------------------------------------|
 EM0160| PID    Reference Object                     Distance      Geod. Az  |
 EM0160|                                                           dddmmss.s |
 EM0160| CX8062 REDYNS RM 3                           9.311 METERS 00138     |
 EM0160| EM0159 REDYNS RM 1                           6.213 METERS 00524     |
 EM0160| EM0161 REDYNS RM 2                           6.759 METERS 17615     |
 EM0160| EM0854 SNYDER MUNICIPAL TANK               APPROX. 3.9 KM 1934437.9 |
 EM0160| EM0162 UPTO                                APPROX. 1.5 KM 2230007.3 |
 EM0160| EM0853 MOUNTAIN PARK MUNICIPAL TANK        APPROX. 1.1 KM 2922831.2 |
 EM0160|---------------------------------------------------------------------|
 EM0160
 EM0160                          SUPERSEDED SURVEY CONTROL
 EM0160
 EM0160  NAD 83(1986)-  34 41 15.39327(N)    098 56 23.54422(W) AD(       ) 2
 EM0160  NAD 27      -  34 41 15.14590(N)    098 56 22.27040(W) AD(       ) 2
 EM0160  NGVD 29 (??/??/92)  418.916  (m)         1374.39   (f) ADJ UNCH    2 0
 EM0160  NGVD 29             418.92   (m)         1374.4    (f) LEVELING    3  
 EM0160
 EM0160.Superseded values are not recommended for survey control.
 EM0160
 EM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0160.See file dsdata.pdf to determine how the superseded data were derived.
 EM0160
 EM0160_MARKER: DS = TRIANGULATION STATION DISK
 EM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0160_STAMPING: REDYNS 1961
 EM0160_MARK LOGO: CGS
 EM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0160+STABILITY: SURFACE MOTION
 EM0160
 EM0160  HISTORY     - Date     Condition        Report By
 EM0160  HISTORY     - 1961     MONUMENTED       CGS
 EM0160  HISTORY     - 1961     GOOD             CGS
 EM0160
 EM0160                          STATION DESCRIPTION
 EM0160
 EM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0160'THE STATION IS ABOUT 3 MILES NORTH OF SNYDER AND ABOUT 0.75
 EM0160'SOUTHEAST OF MOUNTAIN PARK.
 EM0160'
 EM0160'TO REACH THE STATION FROM THE POST OFFICE AT MOUNTAIN PARK
 EM0160'GO EAST ON THE MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 183,
 EM0160'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 183 FOR 0.55 MILE
 EM0160'TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST 0.25 MILE TO THE
 EM0160'GUARD STATION.  CONTINUE EAST THEN TURN RIGHT BEARING TO
 EM0160'THE RIGHT TO A TRACK ROAD THAT GOES EAST ALONG THE SOUTH
 EM0160'BOUNDARY FENCE, AT THE FENCE CORNER GO NORTH ALONG THE EAST
 EM0160'BOUNDARY FENCE TO THE STATION, WHICH IS 0.15 MILE FROM THE
 EM0160'GUARD STATION.
 EM0160'
 EM0160'THE STATION MARK, STAMPED REDYNS 1961, IS A STANDARD DISK
 EM0160'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0160'3 INCHES.  IT IS 7.3 FEET NORTHWEST OF THE WITNESS POST AND
 EM0160'4 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 EM0160'
 EM0160'REFERENCE MARK NO. 1, STAMPED REDYNS NO 1 1961, IS A STANDARD
 EM0160'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EM0160'PROJECTS 4 INCHES.  IT IS 26.5 FEET NORTH OF THE WITNESS
 EM0160'POST AND 2 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 EM0160'
 EM0160'REFERENCE MARK NO. 2, STAMPED REDYNS NO 2 1961, IS A STANDARD
 EM0160'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EM0160'PROJECTS 5 INCHES.  IT IS 16.3 FEET SOUTH OF THE WITNESS
 EM0160'POST AND 2 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 EM0160'
 EM0160'R.M. 3, AN UNSTAMPED BRONZE DISK SET IN THE TOP OF A 12-INCH
 EM0160'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 36.5 FEET
 EM0160'NORTH OF THE WITNESS POST AND 2 FEET WEST OF THE NORTH-SOUTH
 EM0160'FENCE LINE.
 EM0160'
 EM0160'TRIANGULATION STATION UPTO WAS USED FOR THE AZIMUTH MARK.
 EM0160'SEE DESCRIPTION THEREOF.
 EM0160
 EM0160                          STATION RECOVERY (1961)
 EM0160
 EM0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0160'0.75 MI SE FROM MOUNTAIN PARK.
 EM0160'0.1 MILE EAST ON MAIN STREET FROM THE POST OFFICE AT MOUNTAIN PARK,
 EM0160'THENCE 0.55 MILE SOUTH ALONG U.S. HIGHWAY 183, THENCE 0.25 EAST ALONG
 EM0160'ROAD LEADING TO THE MISSILE SITE TO THE GUARD STATION, CONTINUE EAST
 EM0160'PAST THE SILO TO THE EAST BOUNDARY FENCE, 7.3 FEET NORTHWEST OF THE
 EM0160'WITNESS POST, 4 FEET WEST OF THE NORTH-SOUTH FENCE LINE, SET IN THE
 EM0160'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0159 ***********************************************************************
 EM0159  DESIGNATION -  REDYNS RM 1
 EM0159  PID         -  EM0159
 EM0159  STATE/COUNTY-  OK/KIOWA
 EM0159  COUNTRY     -  US
 EM0159  USGS QUAD   -  SNYDER (2018)
 EM0159
 EM0159                         *CURRENT SURVEY CONTROL
 EM0159  ______________________________________________________________________
 EM0159* NAD 83(1986) POSITION- 34 41 15.58   (N) 098 56 23.53   (W)   HD_HELD1
 EM0159* NAVD 88 ORTHO HEIGHT -   419.072 (meters)     1374.91  (feet) ADJUSTED
 EM0159  ______________________________________________________________________
 EM0159  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 EM0159  DYNAMIC HEIGHT  -        418.657 (meters)     1373.54  (feet) COMP
 EM0159  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 EM0159
 EM0159  VERT ORDER      -  SECOND    CLASS 0
 EM0159
 EM0159.The horizontal coordinates were determined by differentially corrected
 EM0159.hand held GPS observations or other comparable positioning techniques
 EM0159.and have an estimated accuracy of +/- 3 meters.
 EM0159
 EM0159.The orthometric height was determined by differential leveling and
 EM0159.adjusted by the NATIONAL GEODETIC SURVEY
 EM0159.in June 1991.
 EM0159
 EM0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0159.GEOID18 height accuracy estimate available here.
 EM0159
 EM0159.Click photographs - Photos may exist for this station.
 EM0159
 EM0159.The dynamic height is computed by dividing the NAVD 88
 EM0159.geopotential number by the normal gravity value computed on the
 EM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0159.degrees latitude (g = 980.6199 gals.).
 EM0159
 EM0159.The modeled gravity was interpolated from observed gravity values.
 EM0159
 EM0159;                    North         East    Units  Estimated Accuracy
 EM0159;SPC OK S     -   150,627.8     513,882.9     MT  (+/- 3 meters HH1 GPS) 
 EM0159
 EM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0550738408(NAD 83)
 EM0159
 EM0159                          SUPERSEDED SURVEY CONTROL
 EM0159
 EM0159  NGVD 29 (??/??/92)  418.935  (m)         1374.46   (f) ADJ UNCH    2 0
 EM0159
 EM0159.Superseded values are not recommended for survey control.
 EM0159
 EM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0159.See file dsdata.pdf to determine how the superseded data were derived.
 EM0159
 EM0159_MARKER: DR = REFERENCE MARK DISK
 EM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0159_STAMPING: REDYNS NO 1 1961
 EM0159_MARK LOGO: CGS
 EM0159_PROJECTION: PROJECTING 10 CENTIMETERS
 EM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0159+STABILITY: SURFACE MOTION
 EM0159
 EM0159  HISTORY     - Date     Condition        Report By
 EM0159  HISTORY     - 1961     MONUMENTED       CGS
 EM0159
 EM0159                          STATION DESCRIPTION
 EM0159
 EM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0159'0.75 MI SE FROM MOUNTAIN PARK.
 EM0159'0.1 MILE EAST ON MAIN STREET FROM THE POST OFFICE AT MOUNTAIN PARK,
 EM0159'THENCE 0.55 MILE SOUTH ALONG U.S. HIGHWAY 183, THENCE 0.25 MILE EAST
 EM0159'ALONG ROAD LEADING TO THE MISSILE SITE TO THE GUARD STATION, CONTINUE
 EM0159'EAST PAST THE SILO TO THE EAST BOUNDARY FENCE, 26.5 FEET NORTH OF THE
 EM0159'WITNESS POST, 2 FEET WEST OF THE NORTH SOUTH FENCE LINE, SET IN THE
 EM0159'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0161 ***********************************************************************
 EM0161  DESIGNATION -  REDYNS RM 2
 EM0161  PID         -  EM0161
 EM0161  STATE/COUNTY-  OK/KIOWA
 EM0161  COUNTRY     -  US
 EM0161  USGS QUAD   -  SNYDER (2018)
 EM0161
 EM0161                         *CURRENT SURVEY CONTROL
 EM0161  ______________________________________________________________________
 EM0161* NAD 83(1986) POSITION- 34 41 15.16   (N) 098 56 23.54   (W)   HD_HELD1
 EM0161* NAVD 88 ORTHO HEIGHT -   419.161 (meters)     1375.20  (feet) ADJUSTED
 EM0161  ______________________________________________________________________
 EM0161  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 EM0161  DYNAMIC HEIGHT  -        418.745 (meters)     1373.83  (feet) COMP
 EM0161  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 EM0161
 EM0161  VERT ORDER      -  SECOND    CLASS 0
 EM0161
 EM0161.The horizontal coordinates were determined by differentially corrected
 EM0161.hand held GPS observations or other comparable positioning techniques
 EM0161.and have an estimated accuracy of +/- 3 meters.
 EM0161
 EM0161.The orthometric height was determined by differential leveling and
 EM0161.adjusted by the NATIONAL GEODETIC SURVEY
 EM0161.in June 1991.
 EM0161
 EM0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0161.GEOID18 height accuracy estimate available here.
 EM0161
 EM0161.Click photographs - Photos may exist for this station.
 EM0161
 EM0161.The dynamic height is computed by dividing the NAVD 88
 EM0161.geopotential number by the normal gravity value computed on the
 EM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0161.degrees latitude (g = 980.6199 gals.).
 EM0161
 EM0161.The modeled gravity was interpolated from observed gravity values.
 EM0161
 EM0161;                    North         East    Units  Estimated Accuracy
 EM0161;SPC OK S     -   150,614.9     513,882.5     MT  (+/- 3 meters HH1 GPS) 
 EM0161
 EM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0550738395(NAD 83)
 EM0161
 EM0161                          SUPERSEDED SURVEY CONTROL
 EM0161
 EM0161  NGVD 29 (??/??/92)  419.024  (m)         1374.75   (f) ADJ UNCH    2 0
 EM0161
 EM0161.Superseded values are not recommended for survey control.
 EM0161
 EM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0161.See file dsdata.pdf to determine how the superseded data were derived.
 EM0161
 EM0161_MARKER: DR = REFERENCE MARK DISK
 EM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0161_STAMPING: REDYNS NO 2 1961
 EM0161_MARK LOGO: CGS
 EM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0161+STABILITY: SURFACE MOTION
 EM0161
 EM0161  HISTORY     - Date     Condition        Report By
 EM0161  HISTORY     - 1961     MONUMENTED       CGS
 EM0161
 EM0161                          STATION DESCRIPTION
 EM0161
 EM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0161'0.75 MI SE FROM MOUNTAIN PARK.
 EM0161'0.1 MILE EAST ON MAIN STREET FROM THE POST OFFICE AT MOUNTAIN PARK,
 EM0161'THENCE 0.55 MILE SOUTH ALONG U.S. HIGHWAY 183, THENCE 0.25 MILE EAST
 EM0161'ALONG ROAD LEADING TO THE MISSILE SITE TO THE GUARD STATION, CONTINUE
 EM0161'EAST PAST THE SILO TO THE EAST BOUNDARY FENCE, 16.3 FEET SOUTH OF THE
 EM0161'WITNESS POST, 2 FEET WEST OF THE NORTH-SOUTH FENCE LINE, SET IN THE
 EM0161'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1016 ***********************************************************************
 EM1016  DESIGNATION -  REED
 EM1016  PID         -  EM1016
 EM1016  STATE/COUNTY-  OK/GREER
 EM1016  COUNTRY     -  US
 EM1016  USGS QUAD   -  REED (2018)
 EM1016
 EM1016                         *CURRENT SURVEY CONTROL
 EM1016  ______________________________________________________________________
 EM1016* NAD 83(1993) POSITION- 34 55 32.88734(N) 099 41 44.72099(W)   ADJUSTED
 EM1016* NAVD 88 ORTHO HEIGHT -   544.5   (meters)     1786.    (feet) VERTCON3
 EM1016  ______________________________________________________________________
 EM1016  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 EM1016  LAPLACE CORR    -          2.73  (seconds)                    DEFLEC18
 EM1016  HORZ ORDER      -  SECOND
 EM1016
 EM1016.The horizontal coordinates were established by classical geodetic methods
 EM1016.and adjusted by the National Geodetic Survey in November 1994.
 EM1016
 EM1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1016
 EM1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1016.GEOID18 height accuracy estimate available here.
 EM1016
 EM1016.Click photographs - Photos may exist for this station.
 EM1016
 EM1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1016
 EM1016. The following values were computed from the NAD 83(1993) position.
 EM1016
 EM1016;                    North         East     Units Scale Factor Converg.
 EM1016;SPC OK S     -   177,945.422   445,072.414   MT  0.99995366   -0 57 45.1
 EM1016;SPC OK S     -   583,809.27  1,460,208.41   sFT  0.99995366   -0 57 45.1
 EM1016;UTM  14      - 3,865,035.743   436,453.330   MT  0.99964977   -0 23 54.0
 EM1016
 EM1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1016!SPC OK S     -   0.99991876  x   0.99995366  =   0.99987242
 EM1016!UTM  14      -   0.99991876  x   0.99964977  =   0.99956856
 EM1016
 EM1016:                Primary Azimuth Mark                     Grid Az
 EM1016:SPC OK S     -  REED AZ MK                               039 55 17.8
 EM1016:UTM  14      -  REED AZ MK                               039 21 26.7
 EM1016
 EM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3645365035(NAD 83)
 EM1016
 EM1016|---------------------------------------------------------------------|
 EM1016| PID    Reference Object                     Distance      Geod. Az  |
 EM1016|                                                           dddmmss.s |
 EM1016| CX8063 REED AZ MK                                         0385732.7 |
 EM1016| CX8064 REED RM 1                            21.788 METERS 08349     |
 EM1016| CX8065 REED RM 2                            22.775 METERS 19931     |
 EM1016|---------------------------------------------------------------------|
 EM1016
 EM1016                          SUPERSEDED SURVEY CONTROL
 EM1016
 EM1016  NAD 83(1986)-  34 55 32.89254(N)    099 41 44.71462(W) AD(       ) 2
 EM1016  NAD 27      -  34 55 32.69000(N)    099 41 43.36900(W) AD(       ) 2
 EM1016  NGVD 29 (07/19/86)  544.3    (m)         1786.     (f) VERT ANG       
 EM1016
 EM1016.Superseded values are not recommended for survey control.
 EM1016
 EM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1016.See file dsdata.pdf to determine how the superseded data were derived.
 EM1016
 EM1016_MARKER: DS = TRIANGULATION STATION DISK
 EM1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1016_STAMPING: REED 1948
 EM1016_MARK LOGO: CGS
 EM1016_PROJECTION: FLUSH
 EM1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1016+STABILITY: SURFACE MOTION
 EM1016
 EM1016  HISTORY     - Date     Condition        Report By
 EM1016  HISTORY     - 1948     MONUMENTED       CGS
 EM1016  HISTORY     - 1963     GOOD             CGS
 EM1016
 EM1016                          STATION DESCRIPTION
 EM1016
 EM1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1016'LOCATED 1.75 MILES NORTH OF THE VILLAGE OF REED ON LAND
 EM1016'OWNED AND OCCUPIED BY MR. E.J. YORK.  IT IS 0.1 MILE NORTH
 EM1016'OF THE BARN AT THE NORTHWEST CORNER OF THE PASTURE, 9 FEET
 EM1016'SOUTH OF AN EAST-WEST FENCE AND 26 FEET EAST OF A NORTH-SOUTH
 EM1016'FENCE AND WIRE GATE.  THE STATION MARK IS STAMPED REED 1948
 EM1016'AND IS FLUSH WITH THE GROUND.
 EM1016'
 EM1016'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE PASTURE,
 EM1016'1 FOOT SOUTH OF THE EAST-WEST FENCE LINE AND IS ABOUT 2
 EM1016'FEET LOWER THAN THE STATION MARK.  IT IS STAMPED REED NO
 EM1016'1 1948 AND PROJECTS 10 INCHES.
 EM1016'
 EM1016'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE PASTURE,
 EM1016'1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE, 76 FEET SOUTH
 EM1016'OF A T-FENCE CORNER AND 40 FEET NORTH OF A POWER LINE POLE.
 EM1016'IT IS STAMPED REED NO 2 1948 AND PROJECTS 10 INCHES.
 EM1016'
 EM1016'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 20 FEET NORTH OF
 EM1016'THE CENTER OF AN EAST-WEST DIRT ROAD, 6 INCHES SOUTH OF AN
 EM1016'EAST-WEST FENCE AND 2.5 FEET WEST OF A WITNESS POST.  IT
 EM1016'IS STAMPED REED, 1948 AND PROJECTS 8 INCHES.
 EM1016'
 EM1016'TO REACH THE STATION FROM THE CROSSROADS IN THE VILLAGE OF
 EM1016'REED, GO NORTH ON GRAVELED ROAD FOR 1.65 MILES TO A FARM
 EM1016'HOUSE ON THE LEFT AND A SMALL BARN ON THE RIGHT, CONTINUE
 EM1016'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 EM1016'
 EM1016'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 EM1016'GRAVELED ROAD FOR 0.3 MILE, TURN RIGHT AND GO 0.25 MILE
 EM1016'TO THE TOP OF THE GRADE AND THE MARK ON THE LEFT.
 EM1016'
 EM1016'A 74 FOOT SIGNAL AT KERBO IS VISIBLE FROM THE GROUND.
 EM1016'
 EM1016'A 4 FOOT SIGNAL AT VINSON 1921 IS VISIBLE FROM THE GROUND.
 EM1016'
 EM1016'A 4 FOOT SIGNAL AT JESTER IS VISIBLE FROM THE GROUND.
 EM1016'
 EM1016'A 4 FOOT SIGNAL AT SELF 1921 IS VISIBLE FROM THE GROUND.
 EM1016'
 EM1016'A 4 FOOT SIGNAL AT HAYSTACK 1921 1948 IS VISIBLE FROM THE
 EM1016'GROUND.
 EM1016'
 EM1016'A 4 FOOT SIGNAL AT WALSH 1921 1948 IS VISIBLE FROM THE GROUND.
 EM1016'
 EM1016'A 100 FOOT SIGNAL AT MANGUM IS VISIBLE AT 50 FEET.
 EM1016
 EM1016                          STATION RECOVERY (1963)
 EM1016
 EM1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1016'STATION, REFERENCE MARK NUMBER TWO AND AZIMUTH MARK RECOVERED
 EM1016'AS DESCRIBED AND FOUND IN GOOD CONDITION, THE STATION IS
 EM1016'IN THE NW 1/4 OF SEC. 12, T. 5 N., R. 24 W.
 EM1016'
 EM1016'REFERENCE MARK NUMBER ONE HAS BEEN DESTROYED, THE AREA IN
 EM1016'WHICH IT WAS LOCATED HAS BEEN TERRACED.
 EM1016'
 EM1016'TO REACH FROM THE CROSSROADS IN REED, GO NORTH FOR 1.75 MILES
 EM1016'TO A FENCE CORNER ON THE RIGHT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0775 ***********************************************************************
 GH0775  DESIGNATION -  REED
 GH0775  PID         -  GH0775
 GH0775  STATE/COUNTY-  OK/GARFIELD
 GH0775  COUNTRY     -  US
 GH0775  USGS QUAD   -  MARSHALL EAST (2018)
 GH0775
 GH0775                         *CURRENT SURVEY CONTROL
 GH0775  ______________________________________________________________________
 GH0775* NAD 83(1993) POSITION- 36 13 03.02147(N) 097 35 41.66100(W)   ADJUSTED
 GH0775* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH0775  ______________________________________________________________________
 GH0775  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 GH0775  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 GH0775  HORZ ORDER      -  THIRD
 GH0775
 GH0775.The horizontal coordinates were established by classical geodetic methods
 GH0775.and adjusted by the National Geodetic Survey in November 1994.
 GH0775
 GH0775.The orthometric height was scaled from a topographic map.
 GH0775
 GH0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0775.GEOID18 height accuracy estimate available here.
 GH0775
 GH0775.Click photographs - Photos may exist for this station.
 GH0775
 GH0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0775
 GH0775. The following values were computed from the NAD 83(1993) position.
 GH0775
 GH0775;                    North         East     Units Scale Factor Converg.
 GH0775;SPC OK N     -   135,161.954   636,422.144   MT  0.99994579   +0 14 20.6
 GH0775;SPC OK N     -   443,443.84  2,087,994.98   sFT  0.99994579   +0 14 20.6
 GH0775;UTM  14      - 4,008,988.568   626,292.993   MT  0.99979652   +0 49 49.1
 GH0775
 GH0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0775!SPC OK N     -   0.99994929  x   0.99994579  =   0.99989508
 GH0775!UTM  14      -   0.99994929  x   0.99979652  =   0.99974582
 GH0775
 GH0775:                Primary Azimuth Mark                     Grid Az
 GH0775:SPC OK N     -  REED AZ MK                               153 05 35.6
 GH0775:UTM  14      -  REED AZ MK                               152 30 07.1
 GH0775
 GH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2629208988(NAD 83)
 GH0775
 GH0775|---------------------------------------------------------------------|
 GH0775| PID    Reference Object                     Distance      Geod. Az  |
 GH0775|                                                           dddmmss.s |
 GH0775| CL6116 REED AZ MK                                         1531956.2 |
 GH0775| CL6117 REED RM 1                            18.849 METERS 17509     |
 GH0775| GH0783 MARSHALL FARMERS COOP ELEV          APPROX. 7.7 KM 2020753.3 |
 GH0775| GH0782 MARSHALL MUNICIPAL TANK             APPROX. 7.6 KM 2020846.8 |
 GH0775| CL6118 REED RM 2                            13.443 METERS 27312     |
 GH0775| GH0768 DOUGLAS FARMERS COOP N ELEV         APPROX. 8.2 KM 3081448.5 |
 GH0775|---------------------------------------------------------------------|
 GH0775
 GH0775                          SUPERSEDED SURVEY CONTROL
 GH0775
 GH0775  NAD 83(1986)-  36 13 03.02899(N)    097 35 41.64902(W) AD(       ) 3
 GH0775  NAD 27      -  36 13 02.89507(N)    097 35 40.47640(W) AD(       ) 3
 GH0775
 GH0775.Superseded values are not recommended for survey control.
 GH0775
 GH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0775.See file dsdata.pdf to determine how the superseded data were derived.
 GH0775
 GH0775_MARKER: DS = TRIANGULATION STATION DISK
 GH0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0775_STAMPING: REED 1963
 GH0775_MARK LOGO: CGS
 GH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0775+STABILITY: SURFACE MOTION
 GH0775
 GH0775  HISTORY     - Date     Condition        Report By
 GH0775  HISTORY     - 1963     MONUMENTED       CGS
 GH0775
 GH0775                          STATION DESCRIPTION
 GH0775
 GH0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0775'THE STATION IS ABOUT 4-1/2 MILES NORTH AND 1-3/4 MILES EAST
 GH0775'OF MARSHALL, 6-1/4 MILES SOUTH AND 1/2 MILE WEST OF COVINGTON,
 GH0775'ON THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD.
 GH0775'
 GH0775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GH0775'AND STATE HIGHWAY 74 AT THE SOUTH EDGE OF COVINGTON, GO
 GH0775'SOUTH ON HIGHWAY 64 FOR 4.85 MILES TO THE BETHEL CEMETERY
 GH0775'ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.0 MILE
 GH0775'TO A CROSSROADS.  (THE AZIMUTH MARK IS 1.0 MILE SOUTH OF
 GH0775'THIS POINT ON THE EAST RIGHT-OF-WAY OF HIGHWAY 74) TURN
 GH0775'RIGHT AND GO WEST ON A GRADED ROAD FOR 0.5 MILE TO THE STATION
 GH0775'ON THE RIGHT.
 GH0775'
 GH0775'THE STATION MARK IS A STANDARD DISK, STAMPED REED 1963, SET
 GH0775'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0775'INCHES.  IT IS 4.4 FEET WEST OF A WITNESS POST, 6.5 FEET
 GH0775'WEST OF A TELEPHONE LINE POLE, 3.5 FEET SOUTH OF AN EAST-WEST
 GH0775'FENCE, 31.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10.1
 GH0775'FEET WEST OF A WEST GATE POST ON THE NORTH SIDE OF THE ROAD
 GH0775'AND ABOUT 30 FEET SOUTH OF THE SOUTH END OF A HEDGE ROW.
 GH0775'
 GH0775'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REED NO 1 1963,
 GH0775'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0775'5 INCHES.  IT IS 2.7 FEET WEST OF A WEST GATE POST ON THE
 GH0775'SOUTH SIDE OF THE ROAD, 32.4 FEET SOUTH OF THE CENTERLINE
 GH0775'OF THE ROAD, 8.6 FEET NORTH OF A TELEPHONE LINE POLE AND AT
 GH0775'ABOUT THE SAME ELEVATION AS THE STATION.
 GH0775'
 GH0775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REED NO 2 1963,
 GH0775'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 GH0775'INCHES.  IT IS 54.0 FEET WEST OF THE WEST GATE POST ON THE
 GH0775'NORTH SIDE OF THE ROAD, 1 FOOT SOUTH OF THE FENCE, 33.7 FEET
 GH0775'NORTH OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION
 GH0775'AS THE STATION.
 GH0775'
 GH0775'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED REED 1963, SET
 GH0775'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 GH0775'INCHES.  IT IS 2.7 FEET NORTH OF A POWERLINE POLE, 5.1 FEET
 GH0775'NORTH OF A FENCE CORNER POST, 1.3 SOUTH OF A WITNESS POST,
 GH0775'35.8 FEET NORTH OF THE CENTERLINE OF A SIDE ROAD EXTENDING
 GH0775'EAST AND 49.7 FEET EAST OF THE CENTERLINE OF HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1142 ***********************************************************************
 FJ1142  DESIGNATION -  REEDING
 FJ1142  PID         -  FJ1142
 FJ1142  STATE/COUNTY-  OK/KINGFISHER
 FJ1142  COUNTRY     -  US
 FJ1142  USGS QUAD   -  KINGFISHER SE (2018)
 FJ1142
 FJ1142                         *CURRENT SURVEY CONTROL
 FJ1142  ______________________________________________________________________
 FJ1142* NAD 83(1993) POSITION- 35 47 54.33937(N) 097 51 06.97885(W)   ADJUSTED
 FJ1142* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 FJ1142  ______________________________________________________________________
 FJ1142  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 FJ1142  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 FJ1142  HORZ ORDER      -  THIRD
 FJ1142
 FJ1142.The horizontal coordinates were established by classical geodetic methods
 FJ1142.and adjusted by the National Geodetic Survey in November 1994.
 FJ1142
 FJ1142.The orthometric height was scaled from a topographic map.
 FJ1142
 FJ1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1142.GEOID18 height accuracy estimate available here.
 FJ1142
 FJ1142.Click photographs - Photos may exist for this station.
 FJ1142
 FJ1142.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1142
 FJ1142. The following values were computed from the NAD 83(1993) position.
 FJ1142
 FJ1142;                    North         East     Units Scale Factor Converg.
 FJ1142;SPC OK N     -    88,597.851   613,383.195   MT  0.99996602   +0 05 14.6
 FJ1142;SPC OK N     -   290,674.78  2,012,408.03   sFT  0.99996602   +0 05 14.6
 FJ1142;UTM  14      - 3,962,199.482   603,736.934   MT  0.99973260   +0 40 17.8
 FJ1142
 FJ1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1142!SPC OK N     -   0.99994445  x   0.99996602  =   0.99991047
 FJ1142!UTM  14      -   0.99994445  x   0.99973260  =   0.99967706
 FJ1142
 FJ1142:                Primary Azimuth Mark                     Grid Az
 FJ1142:SPC OK N     -  REEDING AZ MK                            089 42 51.6
 FJ1142:UTM  14      -  REEDING AZ MK                            089 07 48.4
 FJ1142
 FJ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0373662199(NAD 83)
 FJ1142
 FJ1142|---------------------------------------------------------------------|
 FJ1142| PID    Reference Object                     Distance      Geod. Az  |
 FJ1142|                                                           dddmmss.s |
 FJ1142| CL6122 REEDING RM 1                         22.245 METERS 01215     |
 FJ1142| CL6121 REEDING AZ MK                                      0894806.2 |
 FJ1142| CL6123 REEDING RM 2                         17.765 METERS 26851     |
 FJ1142|---------------------------------------------------------------------|
 FJ1142
 FJ1142                          SUPERSEDED SURVEY CONTROL
 FJ1142
 FJ1142  NAD 83(1986)-  35 47 54.34482(N)    097 51 06.96450(W) AD(       ) 3
 FJ1142  NAD 27      -  35 47 54.18227(N)    097 51 05.78675(W) AD(       ) 3
 FJ1142
 FJ1142.Superseded values are not recommended for survey control.
 FJ1142
 FJ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1142.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1142
 FJ1142_MARKER: DS = TRIANGULATION STATION DISK
 FJ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1142_STAMPING: REEDING 1955
 FJ1142_MARK LOGO: CGS
 FJ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1142+STABILITY: SURFACE MOTION
 FJ1142
 FJ1142  HISTORY     - Date     Condition        Report By
 FJ1142  HISTORY     - 1955     MONUMENTED       CGS
 FJ1142
 FJ1142                          STATION DESCRIPTION
 FJ1142
 FJ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1142'THE STATION IS IN THE NORTHEAST CORNER OF SEC. 8, T. 15 N., R. 6 W.
 FJ1142'ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION-LINE ROAD.  IT
 FJ1142'IS 9-3/4 MILES WEST OF CASHION, 4-1/2 MILES EAST AND 4-1/4
 FJ1142'MILES SOUTH OF KINGFISHER AND 4 MILES SOUTH OF STATE HIGHWAY
 FJ1142'33.
 FJ1142'
 FJ1142'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 FJ1142'AND STATE HIGHWAY 33 IN KINGFISHER, GO EAST ON STATE HIGHWAY
 FJ1142'33 FOR 4.6 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 FJ1142'4.0 MILES TO A CROSSROAD WITH A RURAL DWELLING IN THE NORTHWEST
 FJ1142'ANGLE AND THE STATION IN THE SOUTHWEST ANGLE.
 FJ1142'
 FJ1142'THE STATION MARK IS 53 FEET WEST OF THE CENTER OF A DIRT
 FJ1142'ROAD, 35 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 12.5 FEET
 FJ1142'WEST OF A POWER POLE AND FENCE CORNER, 7 FEET NORTHWEST OF
 FJ1142'A WITNESS POST AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 FJ1142'REEDING 1955.
 FJ1142'
 FJ1142'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 38 FEET EAST
 FJ1142'OF THE CENTER OF A DIRT ROAD, 38 FEET NORTH OF THE CENTER OF
 FJ1142'A DIRT ROAD, 5 FEET NORTH-NORTHEAST OF A FENCE CORNER AND
 FJ1142'PROJECTS 6 INCHES.  THE DISK IS STAMPED REEDING NO. 1 1955.
 FJ1142'
 FJ1142'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 37 FEET SOUTH
 FJ1142'OF THE CENTER OF THE DIRT ROAD, 1 FOOT NORTH OF A FENCE AND
 FJ1142'PROJECTS 6 INCHES.  THE DISK IS STAMPED REEDING NO. 2 1955.
 FJ1142'
 FJ1142'THE AZIMUTH MARK, 0.3 MILE EAST OF THE STATION, IS 23 FEET
 FJ1142'SOUTH OF THE CENTER OF A DIRT ROAD, 9.5 FEET NORTH-NORTHWEST
 FJ1142'OF A POWER POLE, 4 FEET NORTH OF A WITNESS POST AND PROJECTS
 FJ1142'4 INCHES.  THE DISK IS STAMPED REEDING 1955.
 FJ1142'
 FJ1142'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FJ1142'DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT, SOUTH SIDE
 FJ1142'OF THE ROAD.
 FJ1142'
 FJ1142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9767 ***********************************************************************
 DR9767  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9767  DESIGNATION -  REES
 DR9767  PID         -  DR9767
 DR9767  STATE/COUNTY-  OK/MAYES
 DR9767  COUNTRY     -  US
 DR9767  USGS QUAD   -  SALINA (2019)
 DR9767
 DR9767                         *CURRENT SURVEY CONTROL
 DR9767  ______________________________________________________________________
 DR9767* NAD 83(2011) POSITION- 36 17 58.86903(N) 095 14 11.88279(W)   ADJUSTED
 DR9767* NAD 83(2011) ELLIP HT-   169.753 (meters)        (01/29/24)   ADJUSTED
 DR9767* NAD 83(2011) EPOCH   -  2010.00
 DR9767* NAVD 88 ORTHO HEIGHT -   198.88  (meters)      652.5   (feet) GPS OBS
 DR9767  ______________________________________________________________________
 DR9767  GEOID HEIGHT    -        -29.124 (meters)                     GEOID18
 DR9767  NAD 83(2011) X  -   -469,719.296 (meters)                     COMP
 DR9767  NAD 83(2011) Y  - -5,125,038.992 (meters)                     COMP
 DR9767  NAD 83(2011) Z  -  3,755,143.718 (meters)                     COMP
 DR9767  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DR9767
 DR9767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9767  Standards:
 DR9767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9767  -------------------------------------------------------------------
 DR9767  NETWORK    0.23   0.96           0.10   0.09   0.49      0.07521817
 DR9767  -------------------------------------------------------------------
 DR9767  Click here for local accuracies and other accuracy information.
 DR9767
 DR9767.The horizontal coordinates were established by GPS observations
 DR9767.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9767
 DR9767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9767.been affixed to the stable North American tectonic plate. See 
 DR9767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9767
 DR9767.The horizontal coordinates are valid at the epoch date displayed above
 DR9767.which is a decimal equivalence of Year/Month/Day.
 DR9767
 DR9767.The orthometric height was determined by GPS observations and a
 DR9767.high-resolution geoid model using precise GPS observation and
 DR9767.processing techniques.
 DR9767
 DR9767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9767.GEOID18 height accuracy estimate available here.
 DR9767
 DR9767.Click photographs - Photos may exist for this station.
 DR9767
 DR9767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9767
 DR9767.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9767
 DR9767.The ellipsoidal height was determined by GPS observations
 DR9767.and is referenced to NAD 83.
 DR9767
 DR9767. The following values were computed from the NAD 83(2011) position.
 DR9767
 DR9767;                    North         East     Units Scale Factor Converg.
 DR9767;SPC OK N     -   147,736.404   848,162.767   MT  0.99994806   +1 37 50.9
 DR9767;SPC OK N     -   484,698.52  2,782,680.68   sFT  0.99994806   +1 37 50.9
 DR9767;UTM  15      - 4,019,510.132   299,167.543   MT  1.00009698   -1 19 28.4
 DR9767
 DR9767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9767!SPC OK N     -   0.99997336  x   0.99994806  =   0.99992142
 DR9767!UTM  15      -   0.99997336  x   1.00009698  =   1.00007034
 DR9767
 DR9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9916719510(NAD 83)
 DR9767
 DR9767                          SUPERSEDED SURVEY CONTROL
 DR9767
 DR9767.No superseded survey control is available for this station.
 DR9767
 DR9767_MARKER: DV = VERTICAL CONTROL DISK
 DR9767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9767_SP_SET: SET IN THE EAST SIDE OF THE SOUT
 DR9767_STAMPING: REES 2024
 DR9767_MARK LOGO: OKDOT
 DR9767_PROJECTION: FLUSH
 DR9767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9767+STABILITY: SURFACE MOTION
 DR9767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9767+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2024
 DR9767
 DR9767  HISTORY     - Date     Condition        Report By
 DR9767  HISTORY     - 20240102 MONUMENTED       OKDOT
 DR9767
 DR9767                          STATION DESCRIPTION
 DR9767
 DR9767'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 DR9767'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF LOCUST
 DR9767'GROVE, 4.7 MI (7.6 KM) WEST OF SALINA AND 4.5 MI (7.2 KM) EAST OF
 DR9767'PRYOR.
 DR9767'
 DR9767'TO REACH THE MARK FROM THE INTERSECTION OF US-69 AND SH-20 TRAVEL EAST
 DR9767'ALONG SH-20 FOR APPROXIMATELY 4.7 MI (7.6 KM).  THE MONUMENT IS ON THE
 DR9767'SOUTH SIDE OF SH-20.
 DR9767'
 DR9767'THE MARK IS A 2.5" BRASS CAP SET IN THE EAST SIDE OF THE SOUTH
 DR9767'HEADWALL.  IT IS APPROXIMATELY 95 FT (29.0 M) SOUTH OF THE SOUTH
 DR9767'SHOULDER OF EAST BOUND SH-20.  IT IS 2.5 FT (0.8 M) NORTH OF THE NORTH
 DR9767'CORNER OF THE SOUTH HEADWALL.  IT IS APPROXIMATELY 115 FT (35.1 M)
 DR9767'NORTHEAST OF THE EASTERN BLUE METAL GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0766 ***********************************************************************
 EL0766  DESIGNATION -  REGAN
 EL0766  PID         -  EL0766
 EL0766  STATE/COUNTY-  OK/JOHNSTON
 EL0766  COUNTRY     -  US
 EL0766  USGS QUAD   -  REAGAN (2018)
 EL0766
 EL0766                         *CURRENT SURVEY CONTROL
 EL0766  ______________________________________________________________________
 EL0766* NAD 83(1993) POSITION- 34 19 03.48738(N) 096 40 31.62363(W)   ADJUSTED
 EL0766* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 EL0766  ______________________________________________________________________
 EL0766  GEOID HEIGHT    -        -25.635 (meters)                     GEOID18
 EL0766  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 EL0766  HORZ ORDER      -  THIRD
 EL0766
 EL0766.The horizontal coordinates were established by classical geodetic methods
 EL0766.and adjusted by the National Geodetic Survey in November 1994.
 EL0766
 EL0766.The orthometric height was scaled from a topographic map.
 EL0766
 EL0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0766.GEOID18 height accuracy estimate available here.
 EL0766
 EL0766.Click photographs - Photos may exist for this station.
 EL0766
 EL0766.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0766
 EL0766. The following values were computed from the NAD 83(1993) position.
 EL0766
 EL0766;                    North         East     Units Scale Factor Converg.
 EL0766;SPC OK S     -   109,981.678   721,900.833   MT  0.99994670   +0 45 06.6
 EL0766;SPC OK S     -   360,831.56  2,368,436.32   sFT  0.99994670   +0 45 06.6
 EL0766;UTM  14      - 3,799,822.599   713,886.301   MT  1.00016393   +1 18 39.7
 EL0766
 EL0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0766!SPC OK S     -   0.99996210  x   0.99994670  =   0.99990881
 EL0766!UTM  14      -   0.99996210  x   1.00016393  =   1.00012603
 EL0766
 EL0766:                Primary Azimuth Mark                     Grid Az
 EL0766:SPC OK S     -  REGAN AZ MK                              151 28 33.8
 EL0766:UTM  14      -  REGAN AZ MK                              150 55 00.7
 EL0766
 EL0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1388699822(NAD 83)
 EL0766
 EL0766|---------------------------------------------------------------------|
 EL0766| PID    Reference Object                     Distance      Geod. Az  |
 EL0766|                                                           dddmmss.s |
 EL0766| CY2970 REGAN RM 2                            8.482 METERS 07900     |
 EL0766| CY2968 REGAN AZ MK                                        1521340.4 |
 EL0766| CY2969 REGAN RM 1                           11.992 METERS 35822     |
 EL0766|---------------------------------------------------------------------|
 EL0766
 EL0766                          SUPERSEDED SURVEY CONTROL
 EL0766
 EL0766  NAD 83(1986)-  34 19 03.49326(N)    096 40 31.61515(W) AD(       ) 3
 EL0766  NAD 27      -  34 19 03.15790(N)    096 40 30.60130(W) AD(       ) 3
 EL0766
 EL0766.Superseded values are not recommended for survey control.
 EL0766
 EL0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0766.See file dsdata.pdf to determine how the superseded data were derived.
 EL0766
 EL0766_MARKER: DS = TRIANGULATION STATION DISK
 EL0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0766_STAMPING: REGAN 1955
 EL0766_MARK LOGO: CGS
 EL0766_PROJECTION: FLUSH
 EL0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0766+STABILITY: SURFACE MOTION
 EL0766
 EL0766  HISTORY     - Date     Condition        Report By
 EL0766  HISTORY     - 1955     MONUMENTED       CGS
 EL0766  HISTORY     - 1976     GOOD             OKDH
 EL0766
 EL0766                          STATION DESCRIPTION
 EL0766
 EL0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0766'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF TISHOMINGO,
 EL0766'3-1/2 MILES SOUTHEAST OF REAGAN AND 1/4 MILE WEST OF STATE
 EL0766'HIGHWAY 99.  THE STATION MARK IS 21 FEET SOUTH OF CENTER OF
 EL0766'GRAVELED ROAD.  6 FEET SOUTH OF FENCE AND 5-1/2 FEET SOUTH
 EL0766'OF WITNESS POST.  IT IS SET FLUSH AND IS STAMPED REGAN 1955.
 EL0766'
 EL0766'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF CENTER OF GRAVELED
 EL0766'ROAD AND UNDER A FENCE.  IT IS A STANDARD AZIMUTH MARK DISK
 EL0766'SET FLUSH AND STAMPED REGAN NO 1 1955.
 EL0766'
 EL0766'REFERENCE MARK NO. 2 IS 16 FEET SOUTH OF CENTER OF GRAVELED
 EL0766'ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS A STANDARD AZIMUTH
 EL0766'MARK DISK SET FLUSH AND STAMPED REGAN NO 2 1955.
 EL0766'
 EL0766'AZIMUTH MARK IS 50 FEET EAST OF CENTER OF STATE HIGHWAY 99.
 EL0766'1 FOOT NORTH OF WITNESS POST AND 0.5 FOOT WEST OF FENCE.
 EL0766'IT PROJECTS 3 INCHES AND IS STAMPED REGAN 1955.
 EL0766'
 EL0766'TO REACH FROM POST OFFICE IN TISHOMINGO, GO WEST 0.1 MILE TO
 EL0766'STOP LIGHT AND INTERSECTION OF STATE HIGHWAY 99.  TURN RIGHT
 EL0766'AND GO NORTH ON STATE HIGHWAY 99 FOR 5.3 MILES TO AZIMUTH
 EL0766'MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 0.5 MILE TO
 EL0766'CROSSROAD.  TURN LEFT AND GO WEST FOR 0.25 MILE TO STATION
 EL0766'SITE AS DESCRIBED.
 EL0766
 EL0766                          STATION RECOVERY (1976)
 EL0766
 EL0766'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EL0766'STATION IN GOOD CONDITION.
 EL0766'
 EL0766'AZ. MARK IN GOOD CONDITION.
 EL0766'
 EL0766'REFERENCE MARKS IN GOOD CONDITION.
 EL0766'
 EL0766'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILE NORTH AND 0.5
 EL0766'MILE WEST OF TISHOMINGO, OKLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0683 ***********************************************************************
 GJ0683  DESIGNATION -  REGER
 GJ0683  PID         -  GJ0683
 GJ0683  STATE/COUNTY-  OK/WOODWARD
 GJ0683  COUNTRY     -  US
 GJ0683  USGS QUAD   -  WOODWARD SW (2018)
 GJ0683
 GJ0683                         *CURRENT SURVEY CONTROL
 GJ0683  ______________________________________________________________________
 GJ0683* NAD 83(1993) POSITION- 36 20 29.27990(N) 099 28 53.77863(W)   ADJUSTED
 GJ0683* NAVD 88 ORTHO HEIGHT -   732.05  (+/-2cm)     2401.7   (feet) VERTCON3
 GJ0683  ______________________________________________________________________
 GJ0683  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 GJ0683  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 GJ0683  HORZ ORDER      -  SECOND
 GJ0683  VERT ORDER      -  THIRD ? (See Below)
 GJ0683
 GJ0683.The horizontal coordinates were established by classical geodetic methods
 GJ0683.and adjusted by the National Geodetic Survey in November 1994.
 GJ0683
 GJ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0683
 GJ0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0683.GEOID18 height accuracy estimate available here.
 GJ0683
 GJ0683.The vertical order pertains to the NGVD 29 superseded value.
 GJ0683
 GJ0683.Click photographs - Photos may exist for this station.
 GJ0683
 GJ0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0683
 GJ0683. The following values were computed from the NAD 83(1993) position.
 GJ0683
 GJ0683;                    North         East     Units Scale Factor Converg.
 GJ0683;SPC OK N     -   149,855.265   467,003.091   MT  0.99995000   -0 52 27.7
 GJ0683;SPC OK N     -   491,650.15  1,532,159.31   sFT  0.99995000   -0 52 27.7
 GJ0683;UTM  14      - 4,021,930.816   456,781.811   MT  0.99962301   -0 17 07.4
 GJ0683
 GJ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0683!SPC OK N     -   0.99988956  x   0.99995000  =   0.99983957
 GJ0683!UTM  14      -   0.99988956  x   0.99962301  =   0.99951261
 GJ0683
 GJ0683:                Primary Azimuth Mark                     Grid Az
 GJ0683:SPC OK N     -  REGER AZ MK                              035 15 17.9
 GJ0683:UTM  14      -  REGER AZ MK                              034 39 57.6
 GJ0683
 GJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5678121930(NAD 83)
 GJ0683
 GJ0683|---------------------------------------------------------------------|
 GJ0683| PID    Reference Object                     Distance      Geod. Az  |
 GJ0683|                                                           dddmmss.s |
 GJ0683| CL3840 REGER AZ MK                                        0342250.2 |
 GJ0683| GJ0685 WOODWARD BUTCHER TRU VUE MAST       APPROX.12.1 KM 0394816.6 |
 GJ0683| GJ0686 WOODWARD TOM MOORE RADIO MAST       APPROX.10.8 KM 0421123.7 |
 GJ0683| GJ0676 VICI WATER TANK                     APPROX.27.0 KM 1421410.3 |
 GJ0683| CL3841 REGER RM 1                           17.262 METERS 20121     |
 GJ0683| GJ0692 FARGO GRAIN CO WEST ELEVATOR        APPROX.13.5 KM 2865748.4 |
 GJ0683| CL3842 REGER RM 2                           14.747 METERS 31037     |
 GJ0683|---------------------------------------------------------------------|
 GJ0683
 GJ0683                          SUPERSEDED SURVEY CONTROL
 GJ0683
 GJ0683  NAD 83(1986)-  36 20 29.28567(N)    099 28 53.76726(W) AD(       ) 2
 GJ0683  NAD 27      -  36 20 29.14641(N)    099 28 52.36705(W) AD(       ) 2
 GJ0683  NGVD 29             731.76   (m)         2400.8    (f) LEVELING    3  
 GJ0683
 GJ0683.Superseded values are not recommended for survey control.
 GJ0683
 GJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0683.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0683
 GJ0683_MARKER: DS = TRIANGULATION STATION DISK
 GJ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0683_STAMPING: REGER 1963
 GJ0683_MARK LOGO: CGS
 GJ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0683+STABILITY: SURFACE MOTION
 GJ0683
 GJ0683  HISTORY     - Date     Condition        Report By
 GJ0683  HISTORY     - 1963     MONUMENTED       CGS
 GJ0683  HISTORY     - 1976     GOOD             NGS
 GJ0683
 GJ0683                          STATION DESCRIPTION
 GJ0683
 GJ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0683'THE STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF WOODWARD, 8 MILES
 GJ0683'EAST-SOUTHEAST OF FARGO AND ON THE HIGHEST POINT OF A GRASSY RIDGE.
 GJ0683'IT IS IN PASTURE LAND OWNED BY MONTE REGER.
 GJ0683'
 GJ0683'TO REACH THE STATION FROM THE POST OFFICE IN WOODWARD, GO WEST ON
 GJ0683'MAIN STREET FOR 1.05 MILES TO OKLAHOMA AVENUE AND HIGHWAYS 270, 183
 GJ0683'AND STATE HIGHWAY 15, GO WEST ON THE HIGHWAYS FOR 0.9 MILE TO THE
 GJ0683'JUNCTION OF HIGHWAYS 270, 183 AND STATE HIGHWAY 15, CONTINUE AHEAD,
 GJ0683'WEST ON STATE HIGHWAY 15 FOR 3.0 MILES TO A CROSSROAD, TURN LEFT
 GJ0683'AND GO SOUTH ON GRAVELED ROAD FOR 6.0 MILES TO A CROSSROAD, CONTINUE
 GJ0683'AHEAD, SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GJ0683'CONTINUE AHEAD FOR 0.25 MILE TO A WIRE GATE ON THE RIGHT, TURN
 GJ0683'RIGHT, PASS THROUGH THE GATE AND GO WEST, PASSING OLD BUILDING
 GJ0683'RUINS FOR 0.2 MILE TO TOP OF RIDGE, TURN RIGHT, FOLLOWING THE
 GJ0683'TOP OF THE RIDGE FOR 0.1 MILE TO THE HIGHEST POINT AND STATION.
 GJ0683'
 GJ0683'THE STATION MARK IS A STANDARD DISK, STAMPED REGER 1963, SET IN THE
 GJ0683'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 60
 GJ0683'FEET SOUTHEAST OF THE NORTHWEST SLOPE OF THE RIDGE, 120 FEET EAST
 GJ0683'OF A GROVE OF TREES AND 50 FEET NORTHWEST OF THE SOUTHEAST SLOPE OF
 GJ0683'THE RIDGE.
 GJ0683'
 GJ0683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REGER NO 1 1963, SET
 GJ0683'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0683'IS 80 FEET SOUTHEAST OF THE NORTHWEST SLOPE OF THE RIDGE, 50 FEET
 GJ0683'WEST-NORTHWEST OF THE SOUTHEAST SLOPE OF THE RIDGE AND ABOUT 1
 GJ0683'FOOT LOWER THAN THE STATION.
 GJ0683'
 GJ0683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REGER NO 2 1963, SET
 GJ0683'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 GJ0683'IS 60 FEET NORTHEAST OF A GROVE OF TREES, 20 FEET SOUTHEAST OF THE
 GJ0683'NORTHWEST SLOPE OF THE RIDGE AND ABOUT 1 FOOT LOWER THAN THE
 GJ0683'STATION.
 GJ0683'
 GJ0683'AZIMUTH MARK IS A STANDARD DISK, STAMPED REGER 1963, SET IN THE TOP
 GJ0683'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 28.7
 GJ0683'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 3.5 FEET
 GJ0683'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT WEST OF A NORTH-SOUTH
 GJ0683'FENCE LINE AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 GJ0683
 GJ0683                          STATION RECOVERY (1976)
 GJ0683
 GJ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0683'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0683'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1136 ***********************************************************************
 FJ1136  DESIGNATION -  REMPE
 FJ1136  PID         -  FJ1136
 FJ1136  STATE/COUNTY-  OK/CANADIAN
 FJ1136  COUNTRY     -  US
 FJ1136  USGS QUAD   -  OKARCHE (2018)
 FJ1136
 FJ1136                         *CURRENT SURVEY CONTROL
 FJ1136  ______________________________________________________________________
 FJ1136* NAD 83(1993) POSITION- 35 41 56.76785(N) 097 59 25.03185(W)   ADJUSTED
 FJ1136* NAVD 88 ORTHO HEIGHT -   382.0   (meters)     1253.    (feet) VERTCON3
 FJ1136  ______________________________________________________________________
 FJ1136  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 FJ1136  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 FJ1136  HORZ ORDER      -  FIRST
 FJ1136
 FJ1136.The horizontal coordinates were established by classical geodetic methods
 FJ1136.and adjusted by the National Geodetic Survey in November 1994.
 FJ1136
 FJ1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1136
 FJ1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1136.GEOID18 height accuracy estimate available here.
 FJ1136
 FJ1136.Click photographs - Photos may exist for this station.
 FJ1136
 FJ1136.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1136
 FJ1136. The following values were computed from the NAD 83(1993) position.
 FJ1136
 FJ1136;                    North         East     Units Scale Factor Converg.
 FJ1136;SPC OK N     -    77,567.410   600,879.090   MT  0.99997860   +0 00 20.6
 FJ1136;SPC OK N     -   254,485.74  1,971,384.15   sFT  0.99997860   +0 00 20.6
 FJ1136;UTM  14      - 3,951,045.043   591,349.030   MT  0.99970283   +0 35 21.3
 FJ1136
 FJ1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1136!SPC OK N     -   0.99994430  x   0.99997860  =   0.99992290
 FJ1136!UTM  14      -   0.99994430  x   0.99970283  =   0.99964715
 FJ1136
 FJ1136:                Primary Azimuth Mark                     Grid Az
 FJ1136:SPC OK N     -  REMPE AZ MK                              282 08 19.2
 FJ1136:UTM  14      -  REMPE AZ MK                              281 33 18.5
 FJ1136
 FJ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9134951045(NAD 83)
 FJ1136
 FJ1136|---------------------------------------------------------------------|
 FJ1136| PID    Reference Object                     Distance      Geod. Az  |
 FJ1136|                                                           dddmmss.s |
 FJ1136| CL6129 REMPE RM 1                           18.389 METERS 01807     |
 FJ1136| CL6130 REMPE RM 2                           17.612 METERS 15422     |
 FJ1136| FJ1137 REMPE RM A                           25.363 METERS 26133     |
 FJ1136| CL6128 REMPE AZ MK                                        2820839.8 |
 FJ1136|---------------------------------------------------------------------|
 FJ1136
 FJ1136                          SUPERSEDED SURVEY CONTROL
 FJ1136
 FJ1136  NAD 83(1986)-  35 41 56.77240(N)    097 59 25.01739(W) AD(       ) 1
 FJ1136  NAD 27      -  35 41 56.60504(N)    097 59 23.83079(W) AD(       ) 1
 FJ1136  NGVD 29 (07/19/86)  381.8    (m)         1253.     (f) VERT ANG       
 FJ1136
 FJ1136.Superseded values are not recommended for survey control.
 FJ1136
 FJ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1136.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1136
 FJ1136_MARKER: DS = TRIANGULATION STATION DISK
 FJ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1136_STAMPING: REMPE 1968
 FJ1136_MARK LOGO: CGS
 FJ1136_PROJECTION: FLUSH
 FJ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1136+STABILITY: SURFACE MOTION
 FJ1136
 FJ1136  HISTORY     - Date     Condition        Report By
 FJ1136  HISTORY     - 1968     MONUMENTED       CGS
 FJ1136
 FJ1136                          STATION DESCRIPTION
 FJ1136
 FJ1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1136'STATION IS LOCATED ON THE HIGHEST POINT OF PASTURE LAND WHICH IS
 FJ1136'OWNED BY A MR. GEORGE REMPE, ABOUT 2 MILES SOUTH-SOUTHWEST OF
 FJ1136'OKARCHE, 1.8 MILES WEST OF U.S. HIGHWAY 81, IN SECTION 7.  T 14
 FJ1136'N.  R 7 W AND 0.25 MILE NORTH OF AN EAST-WEST GRADED ROAD.
 FJ1136'
 FJ1136'STATION IS REACHED FROM THE JUNCTION OF MAIN STREET AND OKLAHOMA
 FJ1136'AVENUE (CANADIAN-KINGFISHER COUNTY LINE) IN OKARCHE.  GO SOUTH
 FJ1136'AND SOUTHEASTERLY ON U.S. HIGHWAY 81 FOR 2.3 MILES TO A CROSS
 FJ1136'ROAD AND THE JUNCTION OF HIGHWAY 81 AND STATE HIGHWAY 3.  TURN
 FJ1136'RIGHT AND GO WEST ON A GRADED ROAD FOR 1.4 MILES TO A RAILROAD
 FJ1136'TRACK.  CONTINUE WEST ON THE GRADED ROAD FOR 0.4 MILE TO A WIRE
 FJ1136'GATE WHICH IS LOCKED, ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 FJ1136'THE GATE AND GO NORTHERLY ON A TRACK ROAD, ACROSS A PASTURE TO
 FJ1136'THE HIGHEST POINT IN PASTURE AND STATION.
 FJ1136'
 FJ1136'AZIMUTH MARK IS REACHED FROM THE WIRE GATE WHICH IS LOCKED.  GO
 FJ1136'WEST ON THE GRADED ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT
 FJ1136'AND GO NORTH ON A GRADED ROAD FOR 0.25 MILE TO THE TOP OF A GRADE
 FJ1136'AND AZIMUTH MARK ON THE LEFT.
 FJ1136'
 FJ1136'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 FJ1136'MONUMENTS.
 FJ1136'
 FJ1136'STATION MARK DISK IS STAMPED REMPE 1968 AND THE MARK IS FLUSH
 FJ1136'WITH THE GROUND.  MARK IS 127.7 FEET WEST OF A NORTH-SOUTH
 FJ1136'FENCELINE, 89.0 FEET EAST OF A TRIPLE TRUNK TREE AND 61.0 FEET
 FJ1136'SOUTH OF AN EAST-WEST FENCELINE AND METAL WITNESS POST.
 FJ1136'
 FJ1136'REFERENCE MARK NUMBER 1 DISK IS STAMPED REMPE NO 1 1968 AND THE
 FJ1136'MARK IS FLUSH WITH THE GROUND.  MARK IS 2.1 FEET EAST OF A METAL
 FJ1136'WITNESS POST AND 1.2 FEET SOUTH OF THE EAST-WEST FENCELINE.
 FJ1136'
 FJ1136'REFERENCE MARK NUMBER 2 DISK IS STAMPED REMPE NO 2 1968 AND THE
 FJ1136'MARK IS FLUSH WITH THE GROUND.  MARK IS 110.8 FEET SOUTH OF THE
 FJ1136'METAL WITNESS POST AND 94.7 FEET WEST OF THE NORTH-SOUTH FENCELINE.
 FJ1136'
 FJ1136'AZIMUTH MARK DISK IS STAMPED REMPE 1968 AND THE MARK IS FLUSH
 FJ1136'WITH THE GROUND.  MARK IS 31 FEET WEST OF THE APPROXIMATE CENTER
 FJ1136'OF A NORTH-SOUTH GRADED ROAD, 2.9 FEET SOUTH OF A METAL WITNESS
 FJ1136'POST AND 1.2 FEET EAST OF A NORTH-SOUTH FENCELINE.
 FJ1136'
 FJ1136'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1137 ***********************************************************************
 FJ1137  DESIGNATION -  REMPE RM A
 FJ1137  PID         -  FJ1137
 FJ1137  STATE/COUNTY-  OK/CANADIAN
 FJ1137  COUNTRY     -  US
 FJ1137  USGS QUAD   -  OKARCHE (2018)
 FJ1137
 FJ1137                         *CURRENT SURVEY CONTROL
 FJ1137  ______________________________________________________________________
 FJ1137* NAD 83(1993) POSITION- 35 41 56.64682(N) 097 59 26.02975(W)   ADJUSTED
 FJ1137* NAVD 88 ORTHO HEIGHT -   381.3   (meters)     1251.    (feet) VERTCON3
 FJ1137  ______________________________________________________________________
 FJ1137  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 FJ1137  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 FJ1137  HORZ ORDER      -  FIRST
 FJ1137
 FJ1137.The horizontal coordinates were established by classical geodetic methods
 FJ1137.and adjusted by the National Geodetic Survey in November 1994.
 FJ1137
 FJ1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1137
 FJ1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1137.GEOID18 height accuracy estimate available here.
 FJ1137
 FJ1137.Click photographs - Photos may exist for this station.
 FJ1137
 FJ1137.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1137
 FJ1137. The following values were computed from the NAD 83(1993) position.
 FJ1137
 FJ1137;                    North         East     Units Scale Factor Converg.
 FJ1137;SPC OK N     -    77,563.678   600,854.003   MT  0.99997861   +0 00 20.0
 FJ1137;SPC OK N     -   254,473.50  1,971,301.84   sFT  0.99997861   +0 00 20.0
 FJ1137;UTM  14      - 3,951,041.057   591,323.990   MT  0.99970277   +0 35 20.7
 FJ1137
 FJ1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1137!SPC OK N     -   0.99994441  x   0.99997861  =   0.99992302
 FJ1137!UTM  14      -   0.99994441  x   0.99970277  =   0.99964720
 FJ1137
 FJ1137:                Primary Azimuth Mark                     Grid Az
 FJ1137:SPC OK N     -  SCHRODER                                 005 46 26.4
 FJ1137:UTM  14      -  SCHRODER                                 005 11 25.7
 FJ1137
 FJ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9132351041(NAD 83)
 FJ1137
 FJ1137|---------------------------------------------------------------------|
 FJ1137| PID    Reference Object                     Distance      Geod. Az  |
 FJ1137|                                                           dddmmss.s |
 FJ1137| FJ1150 SCHRODER                            APPROX. 9.4 KM 0054646.4 |
 FJ1137| FJ1132 OKARCHE MUNICIPAL TANK              APPROX. 3.3 KM 0165450.2 |
 FJ1137| FJ1138 OKARCHE FARMERS COOP ELEV           APPROX. 3.3 KM 0291404.0 |
 FJ1137| FJ1136 REMPE                                25.364 METERS 08133     |
 FJ1137| FJ1125 CONCHO IND AGENCY E TANK            APPROX. 9.9 KM 1800248.5 |
 FJ1137| FJ1129 CONCHO IND AGENCY W TANK            APPROX. 9.9 KM 1811332.1 |
 FJ1137| FK0533 KINGFISHER VORTAC                   APPROX.11.8 KM 3540826.6 |
 FJ1137|---------------------------------------------------------------------|
 FJ1137
 FJ1137                          SUPERSEDED SURVEY CONTROL
 FJ1137
 FJ1137  NAD 83(1986)-  35 41 56.65137(N)    097 59 26.01531(W) AD(       ) 1
 FJ1137  NAD 27      -  35 41 56.48402(N)    097 59 24.82866(W) AD(       ) 1
 FJ1137  NGVD 29 (07/19/86)  381.1    (m)         1250.     (f) VERT ANG       
 FJ1137
 FJ1137.Superseded values are not recommended for survey control.
 FJ1137
 FJ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1137.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1137
 FJ1137_MARKER: DS = TRIANGULATION STATION DISK
 FJ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1137_STAMPING: REMPE RM A 1968
 FJ1137_MARK LOGO: CGS
 FJ1137_PROJECTION: FLUSH
 FJ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1137+STABILITY: SURFACE MOTION
 FJ1137
 FJ1137  HISTORY     - Date     Condition        Report By
 FJ1137  HISTORY     - 1968     MONUMENTED       CGS
 FJ1137
 FJ1137                          STATION DESCRIPTION
 FJ1137
 FJ1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1137'THE STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 FJ1137'PROPERTY AS TRIANGULATION STATION REMPE 1968.
 FJ1137'
 FJ1137'THE STATION IS A STANDARD DISK, STAMPED REMPE RM A 1968, SET
 FJ1137'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FJ1137'WITH THE GROUND.  IT IS 84 FEET SOUTH OF A FENCE LINE AND 18
 FJ1137'FEET SOUTHEAST OF A TRIPLE TRUNK OAK TREE.
 FJ1137'
 FJ1137'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION REMPE
 FJ1137'1968, THE DISTANCE BEING 83.211 FEET AND 25.363 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0837 ***********************************************************************
 GH0837  DESIGNATION -  RENFROW
 GH0837  PID         -  GH0837
 GH0837  STATE/COUNTY-  OK/GRANT
 GH0837  COUNTRY     -  US
 GH0837  USGS QUAD   -  RENFROW (2018)
 GH0837
 GH0837                         *CURRENT SURVEY CONTROL
 GH0837  ______________________________________________________________________
 GH0837* NAD 83(1997) POSITION- 36 54 20.93665(N) 097 42 22.29817(W)   ADJUSTED
 GH0837* NAVD 88 ORTHO HEIGHT -   373.7   (meters)     1226.    (feet) VERTCON3
 GH0837  ______________________________________________________________________
 GH0837  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 GH0837  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 GH0837  HORZ ORDER      -  FIRST
 GH0837
 GH0837.The horizontal coordinates were established by classical geodetic methods
 GH0837.and adjusted by the National Geodetic Survey in October 1998.
 GH0837
 GH0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0837
 GH0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0837.GEOID18 height accuracy estimate available here.
 GH0837
 GH0837.Click photographs - Photos may exist for this station.
 GH0837
 GH0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0837
 GH0837. The following values were computed from the NAD 83(1997) position.
 GH0837
 GH0837;                    North         East     Units Scale Factor Converg.
 GH0837;SPC OK N     -   211,505.039   626,185.092   MT  1.00002835   +0 10 24.2
 GH0837;SPC OK N     -   693,912.78  2,054,408.92   sFT  1.00002835   +0 10 24.2
 GH0837;UTM  14      - 4,085,205.844   615,262.364   MT  0.99976367   +0 46 37.3
 GH0837
 GH0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0837!SPC OK N     -   0.99994579  x   1.00002835  =   0.99997414
 GH0837!UTM  14      -   0.99994579  x   0.99976367  =   0.99970947
 GH0837
 GH0837:                Primary Azimuth Mark                     Grid Az
 GH0837:SPC OK N     -  RENFROW AZ MK                            262 35 58.1
 GH0837:UTM  14      -  RENFROW AZ MK                            261 59 45.0
 GH0837
 GH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1526285205(NAD 83)
 GH0837
 GH0837|---------------------------------------------------------------------|
 GH0837| PID    Reference Object                     Distance      Geod. Az  |
 GH0837|                                                           dddmmss.s |
 GH0837| CL6132 RENFROW RM                          121.770 METERS 13731     |
 GH0837| GH0824 NUMA ELEVATOR CENTER SHAFT          APPROX.14.5 KM 1413350.3 |
 GH0837| CL6134 RENFROW RM 3                        126.419 METERS 22316     |
 GH0837| CL6131 RENFROW AZ MK                                      2624622.3 |
 GH0837| CL6133 RENFROW RM 2                         94.028 METERS 29057     |
 GH0837|---------------------------------------------------------------------|
 GH0837
 GH0837                          SUPERSEDED SURVEY CONTROL
 GH0837
 GH0837  NAD 83(1993)-  36 54 20.93859(N)    097 42 22.29888(W) AD(       ) 1
 GH0837  NAD 83(1986)-  36 54 20.94449(N)    097 42 22.28939(W) AD(       ) 1
 GH0837  NAD 27      -  36 54 20.85116(N)    097 42 21.10239(W) AD(       ) 1
 GH0837  USSD        -  36 54 20.78200(N)    097 42 21.33200(W) AD(       ) 3
 GH0837  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 GH0837
 GH0837.Superseded values are not recommended for survey control.
 GH0837
 GH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0837.See file dsdata.pdf to determine how the superseded data were derived.
 GH0837
 GH0837_MARKER: N = NAIL
 GH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0837+STABILITY: SURFACE MOTION
 GH0837
 GH0837  HISTORY     - Date     Condition        Report By
 GH0837  HISTORY     - 1902     MONUMENTED       CGS
 GH0837  HISTORY     - 1934     GOOD             CGS
 GH0837  HISTORY     - 1947     GOOD             CGS
 GH0837  HISTORY     - 1957     GOOD             CGS
 GH0837
 GH0837                          STATION DESCRIPTION
 GH0837
 GH0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 GH0837'ABOUT 2-3/4 MILES WEST AND 1-1/2 MILES SOUTH OF GRAIN ELEVATOR
 GH0837'IN RENFROW, IN SOUTHEAST CORNER OF NW 1/4 SEC. 14, T. 28 N., R. 5
 GH0837'W., ON LAND BELONGING TO TONY TUCKER (1902), 91.40 METERS
 GH0837'(299.9 FEET) NORTH OF EAST-AND-WEST FENCE AND 82.78 METERS
 GH0837'(271.6 FEET) WEST OF NORTH-AND-SOUTH FENCE.  UNDERGROUND
 GH0837'MARK IS POINT OF 60-PENNY NAIL, PROJECTING 1/4 INCH, IN
 GH0837'TOP OF PIECE OF 4-INCH TERRA-COTTA PIPE 2 FEET LONG FILLED
 GH0837'WITH CONCRETE WITH TOP 2-1/2 FEET BELOW SURFACE.  OVER THIS
 GH0837'IS 6 INCHES OF SAND.  SURFACE MARK IS SAME EXCEPT SET FLUSH
 GH0837'WITH SURFACE AND SURROUNDED WITH CONCRETE.  REFERENCE MARK
 GH0837'IS SAME AS SURFACE MARK, 0.60 METER (2.0 FEET) WEST OF
 GH0837'NORTH-AND-SOUTH FENCE AND 0.77 METER (2.5 FEET) NORTH OF
 GH0837'EAST-AND-WEST FENCE, AND 121.770 METERS (399.51 FEET)
 GH0837'FROM STATION S 42 DEG 29 MIN E.  OTHER
 GH0837'DISTANCES AND BEARINGS ARE AS FOLLOWS- SOUTHEAST CORNER
 GH0837'OF SEC. 14, 1,257.7 METERS (4,126 FEET), S 44 DEG 47 MIN E,
 GH0837'MR. ZIMMERMANS HOUSE, CENTER OF CHIMNEY, ABOUT 5/8 MILE,
 GH0837'N 74 DEG 49 MIN E, ELMER BEHANS HOUSE, CENTER OF CHIMNEY,
 GH0837'ABOUT 3/8 MILE, S 73 DEG 12 MIN E, RICHLAND SCHOOLHOUSE,
 GH0837'BELFRY, ABOUT 5/8 MILE, S 41 DEG 43 MIN E.
 GH0837
 GH0837                          STATION RECOVERY (1934)
 GH0837
 GH0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0837'ABOUT 2-3/4 MILES WEST AND 1-1/2 MILES SOUTH OF RENFROW, ON
 GH0837'LAND OWNED BY FRANK JINDRA, IN THE SOUTHEAST QUARTER OF THE
 GH0837'NORTHWEST QUARTER OF SEC. 14, T. 28 N., R. 5 W.  THE ORIGINAL
 GH0837'DESCRIPTION IS GOOD.  THE MARK IS GOOD EXCEPT THAT ABOUT
 GH0837'HALF OF THE PROJECTING NAIL IS GONE, AND SEEMS TO HAVE RUSTED
 GH0837'OFF.
 GH0837'
 GH0837'THE REFERENCE MARK WAS RECOVERED ABOUT 1 FOOT BELOW THE SURFACE.
 GH0837'IT IS LOCATED 2-1/2 FEET EAST OF NORTH-SOUTH FENCE AND 3
 GH0837'FEET NORTH OF EAST-WEST FENCE LINE, EXTENDED.  TOP OF TERRA-COTTA
 GH0837'TILE CONTAINING NAIL WAS BROKEN OFF.  THE BASE AND REMAINING
 GH0837'PART OF TILE SEEMS TO BE IN PERFECT POSITION.  A LARGE PIECE
 GH0837'OF CONCRETE WAS PLACED ON SURFACE AS A LOCATION MARKER.
 GH0837
 GH0837                          STATION RECOVERY (1947)
 GH0837
 GH0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0837'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 GH0837'REVISED DESCRIPTION FOLLOWS-
 GH0837'
 GH0837'STATION IS ABOUT 2-3/4 MILES W AND 1-1/2 MILES S FROM THE
 GH0837'CENTER OF RENFROW, IN THE SE CORNER OF THE NW 1/4 OF SEC. 14,
 GH0837'T. 29 N., R. 5 W., ON LAND BELONGING TO MR. FRANK JINDRA,
 GH0837'AND ABOUT 1/4 MILE SE OF HIS HOUSE.  IT IS 91.40 METERS
 GH0837'(299.9 FEET) N OF THE E-W FENCE AND 82.78 METERS (271.6 FEET)
 GH0837'W OF THE N-S FENCE, ON A CULTIVATED HILL.
 GH0837'
 GH0837'THE UNDERGROUND STATION MARK IS DESCRIBED AS THE POINT OF A
 GH0837'NAIL PROJECTING FROM THE TOP OF A 4-INCH TERRA-COTTA PIPE
 GH0837'2 FEET LONG AND FILLED WITH CONCRETE.  THE TOP IS 2-1/2 FEET BELOW
 GH0837'THE SURFACE.  OVER THIS IS 6 INCHES OF SOIL.  THE SURFACE
 GH0837'MARK IS THE SAME, EXCEPT IT IS SURROUNDED WITH A CONCRETE
 GH0837'BLOCK ABOUT 18 INCHES IN DIAMETER AND NOW PROJECTS ABOUT
 GH0837'6 INCHES ABOVE THE SURFACE.
 GH0837'
 GH0837'THE REFERENCE MARK WAS THE SAME AS THE SURFACE MARK, 0.60
 GH0837'METER (2.0 FEET) W OF THE N-S FENCE, 0.77 METER (2.5 FEET)
 GH0837'N OF THE E-W FENCE, AND 121.770 METERS (399.51 FEET) FROM
 GH0837'THE STATION.  THE REFERENCE
 GH0837'MARK IS NOW ABOUT 1 FOOT BELOW THE SURFACE, THE TOP HAVING
 GH0837'BEEN BROKEN OFF.  THE SE CORNER OF SEC. 14 IS 1257.7 METERS
 GH0837'(4,126 FEET) FROM THE STATION.
 GH0837'
 GH0837'TO REACH THE STATION FROM RENFROW, GO SW ON U.S. HIGHWAY 81
 GH0837'FOR 1.0 MILE.  TURN RIGHT AND GO W 2.6 MILES, TURN LEFT AND GO SW
 GH0837'ON A FIELD ROAD FOR 0.4 MILE TO THE FARMHOUSE OF FRANK JINDRA.
 GH0837'FROM HERE DRIVE SE ACROSS THE FIELDS 0.4 MILE TO THE TOP
 GH0837'OF THE HILL AND THE STATION.
 GH0837
 GH0837                          STATION RECOVERY (1957)
 GH0837
 GH0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0837'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS
 GH0837'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN DESTROYED
 GH0837'AND REFERENCE MARK 2, REFERENCE 3 AND AN AZIMUTH MARK WERE
 GH0837'ESTABLISHED BY THIS PARTY.  FOLLOWING IS A NEW AND COMPLETE
 GH0837'DESCRIPTION-
 GH0837'
 GH0837'LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF RENFROW, ABOUT 6 MILES
 GH0837'NORTH-NORTHEAST OF MEDFORD, ON THE HIGHEST POINT OF A PASTURE,
 GH0837'ON PROPERTY OWNED BY MR. FRANK JINDRA, NEAR THE CENTER OF
 GH0837'SECTION 14, T 28 N, R 5 W.
 GH0837'
 GH0837'REACHED FROM THE DEPOT IN RENFROW, BY GOING NORTHERLY ON U.S.
 GH0837'HIGHWAY 81 FOR 0.1 MILE TO CROSSROADS, TURN LEFT, WEST,
 GH0837'AND FOLLOW GRADED DIRT ROAD FOR 3.35 MILES TO CROSSROADS,
 GH0837'TURN LEFT, SOUTH, AND FOLLOW GRADED DIRT ROAD FOR 1.35 MILES
 GH0837'TO DRIVEWAY LEADING TO FARM HOUSE, (TO REACH THE AZIMUTH MARK
 GH0837'FROM THIS POINT CONTINUE SOUTH FOR 0.2 MILE TO THE AZIMUTH
 GH0837'MARK ON THE LEFT), TURN LEFT, EAST, THROUGH GATE AND FOLLOW
 GH0837'DRIVEWAY FOR 0.1 MILE TO THE HOME OF MR. JINDRA, PASS ON THE
 GH0837'SIDE OF THE HOUSE AND FOLLOW DIM TRACKS THROUGH PASTURE
 GH0837'SOUTHEASTERLY TO A FENCE CORNER, TURN LEFT, NORTH, ALONG THE
 GH0837'WEST SIDE OF FENCE FOR 0.1 MILE TO REFERENCE MARK 3 AND END
 GH0837'OF TRUCK TRAVEL, FROM HERE PACK EAST FOR 305 FEET TO TOP
 GH0837'OF KNOLL AND STATION MARK ON THE HIGHEST POINT.
 GH0837'
 GH0837'STATION MARK IS THE POINT OF A 60-PENNY NAIL SET IN THE TOP
 GH0837'OF A 16-INCH, ROUND, CONCRETE POST PROJECTING 3 INCHES.
 GH0837'IT IS 305 FEET EAST OF A NORTH-SOUTH FENCE AND 288 FEET NORTH
 GH0837'OF AN EAST-WEST FENCE.  THE UNDERGROUND MARK IS THE POINT
 GH0837'OF A 60-PENNY NAIL SET IN THE TOP OF A PIECE OF 4-INCH
 GH0837'TERRA COTTA PIPE, TWO FEET LONG, FILLED WITH CONCRETE AND 30
 GH0837'INCHES BELOW THE GROUND SURFACE.
 GH0837'
 GH0837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RENFROW NO 2 1902,
 GH0837'SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING
 GH0837'6 INCHES.  IT IS 99 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 GH0837'EAST OF A NORTH-SOUTH FENCE.
 GH0837'
 GH0837'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED RENFROW NO 3 1902,
 GH0837'SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING
 GH0837'4 INCHES.  IT IS 8 FEET EAST OF A T-FENCE CORNER AND 1 FOOT
 GH0837'NORTH OF AN EAST-WEST FENCE.  A WHITE POST WAS SET 2 FEET
 GH0837'WEST OF THE MARK.
 GH0837'
 GH0837'AZIMUTH MARK IS A STANDARD DISK, STAMPED RENFROW 1902, SET IN THE
 GH0837'TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 GH0837'IT IS 31 FEET EAST OF THE CENTER OF A DIRT ROAD, 14 FEET
 GH0837'EAST-NORTHEAST OF A ROAD RIGHT-OF-WAY FENCE CORNER, 2 FEET
 GH0837'NORTH OF A POWERLINE POLE AND 1 FOOT WEST OF A ROAD RIGHT-OF-WAY
 GH0837'FENCE.  A WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0835 ***********************************************************************
 GH0835  DESIGNATION -  RENFROW CLYDE COOP ASSN ELEV
 GH0835  PID         -  GH0835
 GH0835  STATE/COUNTY-  OK/GRANT
 GH0835  COUNTRY     -  US
 GH0835  USGS QUAD   -  RENFROW (2018)
 GH0835
 GH0835                         *CURRENT SURVEY CONTROL
 GH0835  ______________________________________________________________________
 GH0835* NAD 83(1997) POSITION- 36 55 22.07367(N) 097 39 16.74097(W)   ADJUSTED
 GH0835  ______________________________________________________________________
 GH0835  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 GH0835  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 GH0835  HORZ ORDER      -  THIRD
 GH0835
 GH0835.The horizontal coordinates were established by classical geodetic methods
 GH0835.and adjusted by the National Geodetic Survey in October 1998.
 GH0835
 GH0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0835.GEOID18 height accuracy estimate available here.
 GH0835
 GH0835.Click photographs - Photos may exist for this station.
 GH0835
 GH0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0835
 GH0835. The following values were computed from the NAD 83(1997) position.
 GH0835
 GH0835;                    North         East     Units Scale Factor Converg.
 GH0835;SPC OK N     -   213,404.856   630,772.134   MT  1.00003222   +0 12 13.7
 GH0835;SPC OK N     -   700,145.77  2,069,458.24   sFT  1.00003222   +0 12 13.7
 GH0835;UTM  14      - 4,087,153.408   619,827.934   MT  0.99977689   +0 48 29.9
 GH0835
 GH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1982787153(NAD 83)
 GH0835
 GH0835                          SUPERSEDED SURVEY CONTROL
 GH0835
 GH0835  NAD 83(1993)-  36 55 22.07566(N)    097 39 16.74158(W) AD(       ) 3
 GH0835  NAD 83(1986)-  36 55 22.08192(N)    097 39 16.73212(W) AD(       ) 3
 GH0835  NAD 27      -  36 55 21.98966(N)    097 39 15.55030(W) AD(       ) 3
 GH0835
 GH0835.Superseded values are not recommended for survey control.
 GH0835
 GH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0835.See file dsdata.pdf to determine how the superseded data were derived.
 GH0835
 GH0835_MARKER: 65 = GRAIN ELEVATOR
 GH0835
 GH0835  HISTORY     - Date     Condition        Report By
 GH0835  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0835
 GH0835                          STATION DESCRIPTION
 GH0835
 GH0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0835'LOCATED IN THE SOUTH EDGE OF RENFROW, ABOUT 180 FEET EAST
 GH0835'OF U.S. HIGHWAY 81.
 GH0835'
 GH0835'IT IS A CONCRETE STRUCTURE, WHITE IN COLOR, 154 FEET HIGH.
 GH0835'THE POINT INTERSECTED WAS THE DUST COLLECTOR IN THE CENTER
 GH0835'OF THE HEADHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0627 ***********************************************************************
 FK0627  DESIGNATION -  RENOPORT
 FK0627  PID         -  FK0627
 FK0627  STATE/COUNTY-  OK/CANADIAN
 FK0627  COUNTRY     -  US
 FK0627  USGS QUAD   -  COGAR NE (2018)
 FK0627
 FK0627                         *CURRENT SURVEY CONTROL
 FK0627  ______________________________________________________________________
 FK0627* NAD 83(1993) POSITION- 35 28 21.17157(N) 098 00 12.66766(W)   ADJUSTED
 FK0627* NAD 83(1993) ELLIP HT-   401.482 (meters)        (11/28/94)   ADJUSTED
 FK0627* NAVD 88 ORTHO HEIGHT -   428.7   (meters)     1406.    (feet) VERTCON3
 FK0627  ______________________________________________________________________
 FK0627  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 FK0627  NAD 83(1993) X  -   -724,086.865 (meters)                     COMP
 FK0627  NAD 83(1993) Y  - -5,149,850.865 (meters)                     COMP
 FK0627  NAD 83(1993) Z  -  3,680,920.888 (meters)                     COMP
 FK0627  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 FK0627  HORZ ORDER      -  SECOND
 FK0627  ELLP ORDER      -  FIFTH     CLASS I
 FK0627
 FK0627.This mark is at El Reno Airport (F28)
 FK0627
 FK0627.The horizontal coordinates were established by GPS observations
 FK0627.and adjusted by the National Geodetic Survey in February 1996.
 FK0627
 FK0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0627
 FK0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0627.GEOID18 height accuracy estimate available here.
 FK0627
 FK0627.Click photographs - Photos may exist for this station.
 FK0627
 FK0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0627
 FK0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0627
 FK0627.The ellipsoidal height was determined by GPS observations
 FK0627.and is referenced to NAD 83.
 FK0627
 FK0627. The following values were computed from the NAD 83(1993) position.
 FK0627
 FK0627;                    North         East     Units Scale Factor Converg.
 FK0627;SPC OK N     -    52,430.913   599,680.627   MT  1.00001842   -0 00 07.5
 FK0627;SPC OK N     -   172,017.09  1,967,452.19   sFT  1.00001842   -0 00 07.5
 FK0627;UTM  14      - 3,925,905.101   590,406.209   MT  0.99970072   +0 34 41.9
 FK0627
 FK0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0627!SPC OK N     -   0.99993699  x   1.00001842  =   0.99995541
 FK0627!UTM  14      -   0.99993699  x   0.99970072  =   0.99963773
 FK0627
 FK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9040625905(NAD 83)
 FK0627
 FK0627                          SUPERSEDED SURVEY CONTROL
 FK0627
 FK0627  NAD 83(1986)-  35 28 21.17701(N)    098 00 12.65414(W) AD(       ) 2
 FK0627  NGVD 29 (11/30/89)  428.5    (m)  RAPSU86  model used  GPS OBS        
 FK0627
 FK0627.Superseded values are not recommended for survey control.
 FK0627
 FK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0627.See file dsdata.pdf to determine how the superseded data were derived.
 FK0627
 FK0627_MARKER: I = METAL ROD
 FK0627_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0627_STAMPING: RENOPORT 1989
 FK0627_MARK LOGO: NGS
 FK0627_PROJECTION: FLUSH
 FK0627_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0627+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 FK0627_ROD/PIPE-DEPTH: 4.1 meters
 FK0627_SLEEVE-DEPTH  : 1.0 meters
 FK0627
 FK0627  HISTORY     - Date     Condition        Report By
 FK0627  HISTORY     - 1989     MONUMENTED       NGS
 FK0627  HISTORY     - 20030626 MARK NOT FOUND   ALMLS
 FK0627  HISTORY     - 20100616 GOOD             MYEREN
 FK0627  HISTORY     - 20111128 POOR             INDIV
 FK0627
 FK0627                          STATION DESCRIPTION
 FK0627
 FK0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0627'THE STATION IS LOCATED 9.0 KM (5.60 MI) SOUTHWEST OF EL RENO, 8.2 KM
 FK0627'(5.10 MI) NORTHWEST OF UNION CITY, AND 3.2 KM (2.00 MI) WEST OF U.S.
 FK0627'HIGHWAY 81, AT THE EL RENO MUNICIPAL AIR PARK, IN THE NORTHEAST CORNER
 FK0627'OF A GRASS STRIP BETWEEN THE SINGLE ASPHALT RUNWAY, THE PAVED PARALLEL
 FK0627'TAXIWAY AND THE MAIN CONNECTING TAXIWAY.  OWNERSHIP--CITY OF EL RENO,
 FK0627'C/O AIRPORT MANAGER RICK MULLANEY, BOX 217, EL RENO OK 73036. PHONE
 FK0627'(405) 262-4272 OR HOME (405) 262-4915.
 FK0627'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FK0627'COUNTRY CLUB ROAD (EXIT 123) SOUTH OF EL RENO, GO SOUTHERLY ON COUNTRY
 FK0627'CLUB ROAD FOR 6.1 KM (3.80 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 FK0627'RIGHT AND GO EAST FOR 30 METERS ON THE AIRPORT ENTRANCE DRIVE TO A
 FK0627'T-JUNCTION.  TURN RIGHT AND GO NORTH THEN WEST FOR 0.3 KM (0.20 MI) ON
 FK0627'A PAVED ROAD TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.1 KM
 FK0627'(0.05 MI) ON A PAVED ROAD TO A DIM GRASS ROAD.  CONTINUE NORTH THEN
 FK0627'WEST FOR 50 METERS ON THE DIM GRASS ROAD TO A GATE.  GO NORTHWEST FOR
 FK0627'0.1 KM (0.05 MI) PASSING THROUGH THE GATE, ACROSS AN APRON AND ON A
 FK0627'CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH
 FK0627'FOR 0.2 KM (0.10 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE
 FK0627'RIGHT JUST PAST THE MAIN CONNECTING TAXIWAY.
 FK0627'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0627'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.1 METERS IN A GREASE
 FK0627'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0627'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0627'48.5 M (159.1 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 16.2 M
 FK0627'(53.1 FT) SOUTH FROM THE SOUTH EDGE OF THE CONNECTING TAXIWAY, AND
 FK0627'13.5 M (44.3 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY.
 FK0627'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0627
 FK0627                          STATION RECOVERY (2003)
 FK0627
 FK0627'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FK0627'NEW RUNWAY CONSTRUCTION IN AREA. REPORTED THAT AREA WAS BUILT UP WITH
 FK0627'SEVERAL FEET OF FILL.
 FK0627
 FK0627                          STATION RECOVERY (2010)
 FK0627
 FK0627'RECOVERY NOTE BY MYERS ENGINEERING INC 2010 (EZ)
 FK0627'RECOVERED AS DESCRIBED
 FK0627
 FK0627                          STATION RECOVERY (2011)
 FK0627
 FK0627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (PDH)
 FK0627'THE LOGO CAP FOR RENOPORT IS DESTROYED AND THE ELEVATION IS NOW 1.83'
 FK0627'FEET HIGHER THAN PUBLISHED. APPARENTLY THE MONUMENT HAS BEEN ALTERED
 FK0627'AND NO RECORD HAS BEEN SUBMITTED TO NGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0628 ***********************************************************************
 FK0628  DESIGNATION -  RENOPORT AZ MK
 FK0628  PID         -  FK0628
 FK0628  STATE/COUNTY-  OK/CANADIAN
 FK0628  COUNTRY     -  US
 FK0628  USGS QUAD   -  COGAR NE (2018)
 FK0628
 FK0628                         *CURRENT SURVEY CONTROL
 FK0628  ______________________________________________________________________
 FK0628* NAD 83(1993) POSITION- 35 27 57.78373(N) 098 00 12.50562(W)   ADJUSTED
 FK0628* NAD 83(1993) ELLIP HT-   403.307 (meters)        (11/28/94)   ADJUSTED
 FK0628* NAVD 88 ORTHO HEIGHT -   430.5   (meters)     1412.    (feet) VERTCON3
 FK0628  ______________________________________________________________________
 FK0628  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 FK0628  NAD 83(1993) X  -   -724,141.264 (meters)                     COMP
 FK0628  NAD 83(1993) Y  - -5,150,267.112 (meters)                     COMP
 FK0628  NAD 83(1993) Z  -  3,680,334.875 (meters)                     COMP
 FK0628  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 FK0628  HORZ ORDER      -  SECOND
 FK0628  ELLP ORDER      -  FIFTH     CLASS I
 FK0628
 FK0628.This mark is at El Reno Airport (F28)
 FK0628
 FK0628.The horizontal coordinates were established by GPS observations
 FK0628.and adjusted by the National Geodetic Survey in February 1996.
 FK0628
 FK0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0628
 FK0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0628.GEOID18 height accuracy estimate available here.
 FK0628
 FK0628.Click photographs - Photos may exist for this station.
 FK0628
 FK0628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0628
 FK0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0628
 FK0628.The ellipsoidal height was determined by GPS observations
 FK0628.and is referenced to NAD 83.
 FK0628
 FK0628. The following values were computed from the NAD 83(1993) position.
 FK0628
 FK0628;                    North         East     Units Scale Factor Converg.
 FK0628;SPC OK N     -    51,710.105   599,684.687   MT  1.00001979   -0 00 07.4
 FK0628;SPC OK N     -   169,652.24  1,967,465.51   sFT  1.00001979   -0 00 07.4
 FK0628;UTM  14      - 3,925,184.599   590,417.566   MT  0.99970075   +0 34 41.7
 FK0628
 FK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0628!SPC OK N     -   0.99993670  x   1.00001979  =   0.99995649
 FK0628!UTM  14      -   0.99993670  x   0.99970075  =   0.99963747
 FK0628
 FK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9041725184(NAD 83)
 FK0628
 FK0628                          SUPERSEDED SURVEY CONTROL
 FK0628
 FK0628  NAD 83(1986)-  35 27 57.78922(N)    098 00 12.49207(W) AD(       ) 2
 FK0628  NGVD 29 (11/30/89)  430.3    (m)  RAPSU86  model used  GPS OBS        
 FK0628
 FK0628.Superseded values are not recommended for survey control.
 FK0628
 FK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0628.See file dsdata.pdf to determine how the superseded data were derived.
 FK0628
 FK0628_MARKER: I = METAL ROD
 FK0628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0628_STAMPING: RENOPORT AZ MK 1989
 FK0628_MARK LOGO: NGS
 FK0628_PROJECTION: FLUSH
 FK0628_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0628+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 FK0628_ROD/PIPE-DEPTH: 6.1 meters
 FK0628_SLEEVE-DEPTH  : 1.0 meters
 FK0628
 FK0628  HISTORY     - Date     Condition        Report By
 FK0628  HISTORY     - 1989     MONUMENTED       NGS
 FK0628  HISTORY     - 20030626 MARK NOT FOUND   ALMLS
 FK0628  HISTORY     - 20100616 GOOD             MYEREN
 FK0628
 FK0628                          STATION DESCRIPTION
 FK0628
 FK0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0628'THE STATION IS LOCATED 9.0 KM (5.60 MI) SOUTHWEST OF EL RENO, 8.2 KM
 FK0628'(5.10 MI) NORTHWEST OF UNION CITY, AND 3.2 KM (2.00 MI) WEST OF U.S.
 FK0628'HIGHWAY 81, AT THE EL RENO AIR PARK, IN THE SOUTHEAST CORNER OF THE
 FK0628'SOUTHERN MOST ONE OF 5 GRASS STRIPS BETWEEN THE SINGLE ASPHALT RUNWAY
 FK0628'AND THE PAVED PARALLEL TAXIWAY.  OWNERSHIP--CITY OF EL RENO, C/O
 FK0628'AIRPORT MANAGER RICK MULLANEY, BOX 217, EL RENO OK 73036. PHONE (405)
 FK0628'262-4272 OR HOME (405) 262-4915.
 FK0628'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FK0628'COUNTRY CLUB ROAD (EXIT 123) SOUTH OF EL RENO, GO SOUTHERLY FOR 6.1 KM
 FK0628'(3.80 MI) ON COUNTRY CLUB ROAD TO A PAVED DRIVE ON THE RIGHT.  TURN
 FK0628'RIGHT AND GO WEST FOR 30 METERS ON THE AIRPORT ENTRANCE DRIVE TO A
 FK0628'T-JUNCTION.  TURN RIGHT AND GO NORTH THEN WEST FOR 0.3 KM (0.20 MI) ON
 FK0628'THE PAVED ROAD TO A T-JUNCTION.  TURN RIGHT AND GO NORTH FOR 0.1 KM
 FK0628'(0.05 MI) ON THE PAVED ROAD TO A DIM GRASS ROAD.  CONTINUE NORTH THEN
 FK0628'WEST FOR 50 METERS ON THE DIM GRASS ROAD TO A GATE.  GO NORTHWEST FOR
 FK0628'0.1 KM (0.05 MI) THROUGH THE GATE, ACROSS AN APRON AND ON A CONNECTING
 FK0628'TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH FOR 0.9 KM
 FK0628'(0.55 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT JUST
 FK0628'BEFORE REACHING A CONNECTING TAXIWAY AT THE SOUTH END OF THE RUNWAY.
 FK0628'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0628'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.1 METERS IN A GREASE
 FK0628'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0628'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0628'51.8 M (169.9 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 15.1 M
 FK0628'(49.5 FT) NORTH FROM THE NORTH EDGE OF THE CONNECTING TAXIWAY, AND
 FK0628'10.5 M (34.4 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY.
 FK0628'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0628
 FK0628                          STATION RECOVERY (2003)
 FK0628
 FK0628'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FK0628'NEW RUNWAY CONSTRUCTION IN AREA. REPORTED THAT AREA WAS BUILT UP WITH
 FK0628'SEVERAL FEET OF FILL.
 FK0628
 FK0628                          STATION RECOVERY (2010)
 FK0628
 FK0628'RECOVERY NOTE BY MYERS ENGINEERING INC 2010 (EZ)
 FK0628'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1192 ***********************************************************************
 DN1192  DESIGNATION -  REPTILE
 DN1192  PID         -  DN1192
 DN1192  STATE/COUNTY-  OK/BRYAN
 DN1192  COUNTRY     -  US
 DN1192  USGS QUAD   -  DENISON DAM (2019)
 DN1192
 DN1192                         *CURRENT SURVEY CONTROL
 DN1192  ______________________________________________________________________
 DN1192* NAD 83(1993) POSITION- 33 49 50.77548(N) 096 31 33.16555(W)   ADJUSTED
 DN1192* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 DN1192  ______________________________________________________________________
 DN1192  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 DN1192  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 DN1192  HORZ ORDER      -  THIRD
 DN1192
 DN1192.The horizontal coordinates were established by classical geodetic methods
 DN1192.and adjusted by the National Geodetic Survey in November 1994.
 DN1192
 DN1192.The orthometric height was scaled from a topographic map.
 DN1192
 DN1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1192.GEOID18 height accuracy estimate available here.
 DN1192
 DN1192.Click photographs - Photos may exist for this station.
 DN1192
 DN1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1192
 DN1192. The following values were computed from the NAD 83(1993) position.
 DN1192
 DN1192;                    North         East     Units Scale Factor Converg.
 DN1192;SPC OK S     -    56,174.620   736,453.909   MT  1.00002174   +0 50 12.2
 DN1192;SPC OK S     -   184,299.57  2,416,182.53   sFT  1.00002174   +0 50 12.2
 DN1192;SPC TXNC     - 2,241,703.056   782,722.421   MT  0.99996492   +1 04 36.0
 DN1192;SPC TXNC     - 7,354,654.11  2,567,981.81   sFT  0.99996492   +1 04 36.0
 DN1192;UTM  14      - 3,746,145.683   728,959.028   MT  1.00024629   +1 22 41.0
 DN1192
 DN1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1192!SPC OK S     -   0.99997590  x   1.00002174  =   0.99999764
 DN1192!SPC TXNC     -   0.99997590  x   0.99996492  =   0.99994082
 DN1192!UTM  14      -   0.99997590  x   1.00024629  =   1.00022218
 DN1192
 DN1192:                Primary Azimuth Mark                     Grid Az
 DN1192:SPC OK S     -  REPTILE AZ MK                            048 21 02.6
 DN1192:SPC TXNC     -  REPTILE AZ MK                            048 06 38.8
 DN1192:UTM  14      -  REPTILE AZ MK                            047 48 33.8
 DN1192
 DN1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2895946145(NAD 83)
 DN1192
 DN1192|---------------------------------------------------------------------|
 DN1192| PID    Reference Object                     Distance      Geod. Az  |
 DN1192|                                                           dddmmss.s |
 DN1192| CY2985 REPTILE RM 1                          8.930 METERS 04518     |
 DN1192| CY2984 REPTILE AZ MK                                      0491114.8 |
 DN1192| DN1198 DENISON W MUNICIPAL TANK            APPROX. 8.4 KM 2105710.7 |
 DN1192| DN1199 DENISON MO KANS AND TEX RR STK      APPROX. 8.0 KM 2121521.5 |
 DN1192| CY2986 REPTILE RM 2                          8.919 METERS 31652     |
 DN1192|---------------------------------------------------------------------|
 DN1192
 DN1192                          SUPERSEDED SURVEY CONTROL
 DN1192
 DN1192  NAD 83(1986)-  33 49 50.77985(N)    096 31 33.15858(W) AD(       ) 3
 DN1192  NAD 27      -  33 49 50.41170(N)    096 31 32.19280(W) AD(       ) 3
 DN1192
 DN1192.Superseded values are not recommended for survey control.
 DN1192
 DN1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1192.See file dsdata.pdf to determine how the superseded data were derived.
 DN1192
 DN1192_MARKER: DS = TRIANGULATION STATION DISK
 DN1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1192_STAMPING: REPTILE 1955
 DN1192_MARK LOGO: CGS
 DN1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1192+STABILITY: SURFACE MOTION
 DN1192
 DN1192  HISTORY     - Date     Condition        Report By
 DN1192  HISTORY     - 1955     MONUMENTED       CGS
 DN1192  HISTORY     - 1957     GOOD             CGS
 DN1192
 DN1192                          STATION DESCRIPTION
 DN1192
 DN1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1192'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 DN1192'75, 0.5 MILE NORTH OF THE RED RIVER, ABOUT 2 MILES AIRLINE
 DN1192'SOUTHWEST OF COLBERT, AND ABOUT 5 MILES AIRLINE NORTH OF
 DN1192'DENISON, TEXAS.
 DN1192'
 DN1192'TO REACH THE STATION FROM THE POST OFFICE IN DENISON, TEXAS
 DN1192'GO EAST ON WOODARD STREET 0.1 MILE TO AN INTERSECTION.  TURN
 DN1192'LEFT ONTO U.S. HIGHWAY 75 AND GO NORTH 4.8 MILES TO THE NORTH
 DN1192'END OF THE BRIDGE OVER THE RED RIVER.  KEEP STRAIGHT AHEAD
 DN1192'ON U.S. HIGHWAY 75 AND GO NORTHEAST 0.5 MILE TO A FENCE CORNER
 DN1192'AND THE STATION ON THE LEFT.
 DN1192'
 DN1192'THE STATION MARK IS A STANDARD DISK STAMPED REPTILE 1955 SET
 DN1192'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 DN1192'ABOVE THE GROUND.  IT IS ABOUT 200 YARDS NORTHEAST OF THE TEXOMA
 DN1192'REPTILE GARDENS, 6 FEET NORTH OF A TELEPHONE POLE, 29 FEET
 DN1192'SOUTHWEST OF A FENCE CORNER, AND 48 FEET NORTHWEST OF THE
 DN1192'CENTERLINE OF THE HIGHWAY.
 DN1192'
 DN1192'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED REPTILE
 DN1192'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1192'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHEAST
 DN1192'OF A FENCE CORNER AND 1 FOOT HIGHER THAN THE STATION.
 DN1192'
 DN1192'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED REPTILE NO 2
 DN1192'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1192'6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE
 DN1192'LINE AND 1 FOOT HIGHER THAN THE STATION.
 DN1192'
 DN1192'THE AZIMUTH MARK IS LOCATED ON THE SOUTHEAST SIDE OF U.S.
 DN1192'HIGHWAY 75 AND IS A STANDARD DISK STAMPED REPTILE 1955 SET IN THE
 DN1192'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 DN1192'THE GROUND.  IT IS 10 FEET NORTHEAST OF A GUYED POWERLINE
 DN1192'POLE AND 46 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DN1192'
 DN1192'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 DN1192'U.S. HIGHWAY 75 FOR 0.3 MILE TO A GUYED POWERLINE POLE AND
 DN1192'THE AZIMUTH MARK ON THE RIGHT.
 DN1192
 DN1192                          STATION RECOVERY (1957)
 DN1192
 DN1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1192'STATION, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1192'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1192'TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0706 ***********************************************************************
 EL0706  DESIGNATION -  RESERVE
 EL0706  PID         -  EL0706
 EL0706  STATE/COUNTY-  OK/ATOKA
 EL0706  COUNTRY     -  US
 EL0706  USGS QUAD   -  COALGATE SE (2019)
 EL0706
 EL0706                         *CURRENT SURVEY CONTROL
 EL0706  ______________________________________________________________________
 EL0706* NAD 83(1993) POSITION- 34 31 55.53135(N) 096 00 16.51651(W)   ADJUSTED
 EL0706* NAVD 88 ORTHO HEIGHT -   304.    (meters)      997.    (feet) SCALED
 EL0706  ______________________________________________________________________
 EL0706  GEOID HEIGHT    -        -28.969 (meters)                     GEOID18
 EL0706  LAPLACE CORR    -         -7.59  (seconds)                    DEFLEC18
 EL0706  HORZ ORDER      -  SECOND
 EL0706
 EL0706.The horizontal coordinates were established by classical geodetic methods
 EL0706.and adjusted by the National Geodetic Survey in November 1994.
 EL0706
 EL0706.The orthometric height was scaled from a topographic map.
 EL0706
 EL0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0706.GEOID18 height accuracy estimate available here.
 EL0706
 EL0706.Click photographs - Photos may exist for this station.
 EL0706
 EL0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0706
 EL0706. The following values were computed from the NAD 83(1993) position.
 EL0706
 EL0706;                    North         East     Units Scale Factor Converg.
 EL0706;SPC OK S     -   134,780.620   783,164.766   MT  0.99993635   +1 07 57.5
 EL0706;SPC OK S     -   442,192.75  2,569,433.07   sFT  0.99993635   +1 07 57.5
 EL0706;UTM  14      - 3,825,231.909   774,928.237   MT  1.00053177   +1 41 56.6
 EL0706;UTM  15      - 3,825,256.938   224,229.299   MT  1.00053749   -1 42 15.4
 EL0706
 EL0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0706!SPC OK S     -   0.99995681  x   0.99993635  =   0.99989317
 EL0706!UTM  14      -   0.99995681  x   1.00053177  =   1.00048856
 EL0706!UTM  15      -   0.99995681  x   1.00053749  =   1.00049428
 EL0706
 EL0706:                Primary Azimuth Mark                     Grid Az
 EL0706:SPC OK S     -  RESERVE AZ MK                            260 30 59.3
 EL0706:UTM  14      -  RESERVE AZ MK                            259 57 00.2
 EL0706:UTM  15      -  RESERVE AZ MK                            263 21 12.2
 EL0706
 EL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7492825231(NAD 83)
 EL0706
 EL0706|---------------------------------------------------------------------|
 EL0706| PID    Reference Object                     Distance      Geod. Az  |
 EL0706|                                                           dddmmss.s |
 EL0706| CY2988 RESERVE RM 1                          9.635 METERS 12907     |
 EL0706| CY2989 RESERVE RM 2                          7.569 METERS 22942     |
 EL0706| EL0704 OKLA BOYS INDUSTRIAL SCH TANK       APPROX. 2.8 KM 2611445.2 |
 EL0706| CY2987 RESERVE AZ MK                                      2613856.8 |
 EL0706|---------------------------------------------------------------------|
 EL0706
 EL0706                          SUPERSEDED SURVEY CONTROL
 EL0706
 EL0706  NAD 83(1986)-  34 31 55.53634(N)    096 00 16.50996(W) AD(       ) 2
 EL0706  NAD 27      -  34 31 55.20020(N)    096 00 15.53880(W) AD(       ) 2
 EL0706
 EL0706.Superseded values are not recommended for survey control.
 EL0706
 EL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0706.See file dsdata.pdf to determine how the superseded data were derived.
 EL0706
 EL0706_MARKER: DS = TRIANGULATION STATION DISK
 EL0706_SETTING: 80 = SET IN A BOULDER
 EL0706_STAMPING: RESERVE 1955
 EL0706_MARK LOGO: CGS
 EL0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0706+STABILITY: SURFACE MOTION
 EL0706
 EL0706  HISTORY     - Date     Condition        Report By
 EL0706  HISTORY     - 1955     MONUMENTED       CGS
 EL0706  HISTORY     - 1969     GOOD             OKDH
 EL0706  HISTORY     - 1969     GOOD             CGS
 EL0706
 EL0706                          STATION DESCRIPTION
 EL0706
 EL0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0706'STATION IS LOCATED ON THE SUMMIT OF A BRUSH COVERED RIDGE
 EL0706'THAT RUNS NORTH AND SOUTH, AND HAS OUTCROPPING ROCK ALONG ITS
 EL0706'CREST.  IT IS ABOUT 11.5 MILES NORTH NORTHEAST OF ATOKA, 6
 EL0706'MILES NORTH NORTHEAST OF STRINGTOWN, 1-1/2 MILES EAST OF THE
 EL0706'JUNCTION OF U.S. HIGHWAY 69 AND STATE HIGHWAY 43 IN THE ATOKA
 EL0706'COUNTY GAME RESERVE.
 EL0706'
 EL0706'STATION, STAMPED RESERVE 1955, IS A STANDARD USC AND GS
 EL0706'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 EL0706'30 INCHES IN DIAMETER AND PROJECTS ABOUT 8 INCHES ABOVE THE
 EL0706'GROUND.  THE MARK IS 7 FEET NORTH OF A WHITE WITNESS POST.
 EL0706'
 EL0706'R.M. 1, STAMPED RESERVE NO 1 1955, IS A STANDARD USC AND GS
 EL0706'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 EL0706'4 INCHES ABOVE THE GROUND.  THE MARK IS ABOUT THE SAME ELEVATION
 EL0706'AS THE STATION.
 EL0706'
 EL0706'R.M. 2, STAMPED RESERVE NO 2 1955, IS A STANDARD USC AND GS
 EL0706'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 EL0706'2 FEET BY 3 FEET AND PROJECTS 6 INCHES ABOVE THE GROUND.  THE
 EL0706'MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 EL0706'
 EL0706'AZIMUTH MARK, STAMPED RESERVE 1955, IS A STANDARD USC AND GS
 EL0706'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 EL0706'MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 EL0706'28.0 FEET EAST OF THE CENTERLINE OF TRACK ROAD, 21.0 FEET
 EL0706'NORTH OF THE CENTERLINE OF A EAST-WEST GRADED ROAD AND IS ABOUT
 EL0706'200 FEET EAST OF THE CREST OF HILL WHICH THE GRADED ROAD
 EL0706'CROSSES.
 EL0706'
 EL0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 EL0706'STATE HIGHWAY 43, ABOUT 11 MILES NORTH OF ATOKA, GO NORTH, ON
 EL0706'U.S. HIGHWAY 69, FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.
 EL0706'TURN RIGHT AND GO EAST ACROSS RAILROAD TRACKS AND CATTLE
 EL0706'GUARD FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK, NORTHEAST
 EL0706'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EL0706'CONTINUE NORTHEAST 1.3 MILES TO WHERE ROAD CROSSES CREST OF
 EL0706'RIDGE.  TURN RIGHT ON OLD ROAD AND GO SOUTH, ALONG THE WEST
 EL0706'SIDE OF RIDGE FOR 0.25 MILE.  STATION IS ABOUT 150 FEET EAST
 EL0706'ON THE CREST OF RIDGE.
 EL0706'
 EL0706'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0706
 EL0706                          STATION RECOVERY (1969)
 EL0706
 EL0706'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1969 (RNS)
 EL0706'RESERVE 1955-GOOD
 EL0706'
 EL0706'RESERVE NO 1 1955-GOOD
 EL0706'
 EL0706'RESERVE NO 2 1955-DESTROYED, RESET WITH OHD STANDARD BRASS
 EL0706'MONUMENT STAMPED RP NO 2, IN ORIGINAL POSITION.  DRILL HOLE
 EL0706'OF ORIGINAL WAS FOUND.  CAP WAS MISSING.
 EL0706'
 EL0706'RESERVE 1955 AZ MK GOOD
 EL0706'
 EL0706'R.M. NO 3 - 25.00 FEET - O.H.D. PLANE COORD.  SYSTEM GRID BEARING
 EL0706'N 83 DEG 16 MIN 26.3 SEC W - OHD STANDARD BRASS MONUMENT
 EL0706'STAMPED RP NO 3 25.00 FEET 1968.
 EL0706'
 EL0706'THE STATION MONUMENT IS IN GOOD CONDITION AND THE DESCRIPTION
 EL0706'FOR REACHING MONUMENT IS ADEQUATE.
 EL0706
 EL0706                          STATION RECOVERY (1969)
 EL0706
 EL0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EL0706'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 EL0706'RECOVERED IN GOOD CONDITION.  OKLAHOMA HIGHWAY DEPARTMENT
 EL0706'PERSONNEL FOUND REFERENCE MARK NO. 2 TO BE DESTROYED.  A
 EL0706'HIGHWAY DEPARTMENT DISK WAS SET.  IT WAS CEMENTED IN THE ORIGINAL
 EL0706'DRILL HOLE WHERE REFERENCE MARK NO. 2 HAD BEEN.  THE ORIGINAL
 EL0706'DESCRIPTION WAS FOUND TO BE ADEQUATE FOR RECOVERY EXCEPT FOR
 EL0706'ROUTE PROCEEDING TO STATION.
 EL0706'
 EL0706'ROUTE PROCEED TO STATION AND ADDITIONAL MEASUREMENTS FOR FUTURE
 EL0706'RECOVERY ARE AS FOLLOWS--
 EL0706'
 EL0706'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 EL0706'HIGHWAY 43 WHICH IS 11.9 MILES NORTHEAST OF ATOKA, GO SOUTH
 EL0706'ON U.S. HIGHWAY 69 FOR 0.85 MILE TO A SIDE ROAD ON THE LEFT.
 EL0706'(THIS SIDE ROAD IS 0.15 MILE NORTH OF THE ENTRANCE TO THE
 EL0706'OKLAHOMA BOYS INDUSTRIAL SCHOOL).  TURN LEFT, GO 0.35 MILE TO
 EL0706'A ROAD FORK AND THE REFUGE HEADQUARTERS ON THE RIGHT.  TAKE
 EL0706'LEFT FORK, NORTHEAST, GO 0.35 MILE TO AZIMUTH MARK ON THE LEFT.
 EL0706'CONTINUE 1.55 MILES TO CREST OF ROAD AT A TRACK ROAD ON THE
 EL0706'RIGHT, JUST BEFORE REACHING A CATTLE GUARD.  TURN RIGHT
 EL0706'AND FOLLOW THE TRACK ROAD 0.2 MILE TO A ROAD FORK.  TAKE
 EL0706'LEFT FORK, UP HILL, GO 0.05 MILE TO SUMMIT AND THE STATION.
 EL0706'
 EL0706'STATION MARK, A STANDARD DISK, STAMPED RESERVE 1955, IS CEMENTED
 EL0706'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT BY 2 FEET
 EL0706'AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS 6 FEET SOUTH OF A
 EL0706'WOODEN POST PAINTED YELLOW AND 4 FEET NORTHEAST OF A METAL
 EL0706'WITNESS POST.
 EL0706'
 EL0706'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED RESERVE NO 1 1955,
 EL0706'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1
 EL0706'FOOT SQUARE AND IS FLUSH WITH SURFACE OF GROUND.  IT IS
 EL0706'SOUTHEAST OF THE STATION AND ABOUT THE SAME ELEVATION AS
 EL0706'THE STATION MARK.
 EL0706'
 EL0706'REFERENCE MARK NO. 2, AN OKLAHOMA HIGHWAY DEPARTMENT DISK,
 EL0706'STAMPED R P NO 2 24.85 1968, IS CEMENTED IN A DRILL HOLE IN
 EL0706'A BOULDER THAT IS 2 FEET BY 3 FEET AND PROJECTS 6 INCHES ABOVE
 EL0706'GROUND.  IT IS SOUTHWEST OF THE STATION AND ABOUT THE SAME
 EL0706'ELEVATION.  A 1 FOOT SQUARE SPACE HAS BEEN PAINTED YELLOW
 EL0706'AROUND THE DISK.
 EL0706'
 EL0706'AZIMUTH MARK, A STANDARD DISK, STAMPED RESERVE 1955, IS SET
 EL0706'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 EL0706'ABOVE GROUND.  IT IS ABOUT 20 FEET NORTH OF THE CENTER OF ROAD,
 EL0706'AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 EL0706'
 EL0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 EL0706'NORTH OF STRINGTOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0999 ***********************************************************************
 EL0999  DESIGNATION -  RESERVOIR
 EL0999  PID         -  EL0999
 EL0999  STATE/COUNTY-  OK/STEPHENS
 EL0999  COUNTRY     -  US
 EL0999  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0999
 EL0999                         *CURRENT SURVEY CONTROL
 EL0999  ______________________________________________________________________
 EL0999* NAD 83(1993) POSITION- 34 31 18.33415(N) 097 57 24.46642(W)   ADJUSTED
 EL0999* NAVD 88 ORTHO HEIGHT -   372.7   (meters)     1223.    (feet) VERTCON3
 EL0999  ______________________________________________________________________
 EL0999  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 EL0999  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 EL0999  HORZ ORDER      -  THIRD
 EL0999
 EL0999.The horizontal coordinates were established by classical geodetic methods
 EL0999.and adjusted by the National Geodetic Survey in November 1994.
 EL0999
 EL0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0999
 EL0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0999.GEOID18 height accuracy estimate available here.
 EL0999
 EL0999.Click photographs - Photos may exist for this station.
 EL0999
 EL0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0999
 EL0999. The following values were computed from the NAD 83(1993) position.
 EL0999
 EL0999;                    North         East     Units Scale Factor Converg.
 EL0999;SPC OK S     -   131,824.862   603,966.551   MT  0.99993653   +0 01 28.3
 EL0999;SPC OK S     -   432,495.40  1,981,513.59   sFT  0.99993653   +0 01 28.3
 EL0999;UTM  14      - 3,820,504.109   595,746.510   MT  0.99971299   +0 35 28.5
 EL0999
 EL0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0999!SPC OK S     -   0.99994555  x   0.99993653  =   0.99988208
 EL0999!UTM  14      -   0.99994555  x   0.99971299  =   0.99965856
 EL0999
 EL0999:                Primary Azimuth Mark                     Grid Az
 EL0999:SPC OK S     -  GADDIS                                   109 26 01.1
 EL0999:UTM  14      -  GADDIS                                   108 52 00.9
 EL0999
 EL0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9574620504(NAD 83)
 EL0999
 EL0999|---------------------------------------------------------------------|
 EL0999| PID    Reference Object                     Distance      Geod. Az  |
 EL0999|                                                           dddmmss.s |
 EL0999| EL0972 GADDIS                              APPROX. 7.8 KM 1092729.4 |
 EL0999| EL1001 DUNCAN MUNICIPAL STANDPIPE          APPROX. 2.4 KM 1744225.7 |
 EL0999| CY2991 RESERVOIR RM 1                        6.340 METERS 19921     |
 EL0999| EL0995 DUNCAN RADIO STA KRHD MAST          APPROX. 1.5 KM 2243915.7 |
 EL0999| CY2990 RESERVOIR AZ MK                                    2543820.6 |
 EL0999| CY2992 RESERVOIR RM 2                        5.082 METERS 31505     |
 EL0999|---------------------------------------------------------------------|
 EL0999
 EL0999                          SUPERSEDED SURVEY CONTROL
 EL0999
 EL0999  NAD 83(1986)-  34 31 18.33797(N)    097 57 24.45210(W) AD(       ) 3
 EL0999  NAD 27      -  34 31 18.05200(N)    097 57 23.32400(W) AD(       ) 3
 EL0999  NGVD 29 (07/19/86)  372.6    (m)         1222.     (f) VERT ANG       
 EL0999
 EL0999.Superseded values are not recommended for survey control.
 EL0999
 EL0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0999.See file dsdata.pdf to determine how the superseded data were derived.
 EL0999
 EL0999_MARKER: DS = TRIANGULATION STATION DISK
 EL0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0999_STAMPING: RESERVOIR 1948
 EL0999_MARK LOGO: CGS
 EL0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0999+STABILITY: SURFACE MOTION
 EL0999
 EL0999  HISTORY     - Date     Condition        Report By
 EL0999  HISTORY     - 1948     MONUMENTED       CGS
 EL0999  HISTORY     - 1963     POOR             CGS
 EL0999  HISTORY     - 1965     GOOD             CGS
 EL0999
 EL0999                          STATION DESCRIPTION
 EL0999
 EL0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0999'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE CENTER OF
 EL0999'DUNCAN ON THE NORTHWEST EDGE OF A SMALL HILL ON WHICH THE CITY
 EL0999'WATER TANK IS LOCATED AND ON LAND OWNED BY THE CITY.  IT IS
 EL0999'110 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE WATER TANK,
 EL0999'64 FEET WEST OF Y FORMED BY TWO TRACK ROADS AROUND TANK, 30
 EL0999'FEET SOUTH OF ROAD LEADING UP TO TANK AND 5 FEET EAST OF WITNESS
 EL0999'POST.  IT IS STAMPED RESERVOIR 1948 AND PROJECTS 2 INCHES.
 EL0999'
 EL0999'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION AND ON ABOUT
 EL0999'THE SAME ELEVATION.  IT IS STAMPED RESERVOIR NO 1 1948 AND
 EL0999'PROJECTS 5 INCHES.
 EL0999'
 EL0999'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION AND ON ABOUT
 EL0999'THE SAME ELEVATION.  IT IS STAMPED RESERVOIR NO 2 1948 AND
 EL0999'PROJECTS 5 INCHES.
 EL0999'
 EL0999'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHWEST OF THE STATION,
 EL0999'35 FEET EAST OF THE CENTER OF U.S. HIGHWAY 81, 3 FEET WEST
 EL0999'OF FENCE LINE AND 2 FEET NORTH OF TELEPHONE POLE.  IT IS
 EL0999'STAMPED RESERVOIR 1948 AND PROJECTS 6 INCHES.  TO REACH FROM
 EL0999'THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S. HIGHWAY 81 AND N.
 EL0999'10TH STREET IN DUNCAN, GO WEST AND NORTH ON U.S. HIGHWAY
 EL0999'81 FOR 1.4 MILES TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 EL0999'
 EL0999'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 EL0999'OF U.S. HIGHWAY 81 AND N. 10TH STREET IN DUNCAN, GO NORTH
 EL0999'ON N. 10TH STREET FOR 1.2 MILES TO SIDE ROAD RIGHT LEADING UP
 EL0999'TO WATER TANK, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.1
 EL0999'MILE TO THE WATER TANK AND STATION AS DESCRIBED.
 EL0999'
 EL0999'A 4 FOOT SIGNAL AT STATION GADDIS IS VISIBLE AT 4 FEET
 EL0999'
 EL0999'A 47 FOOT SIGNAL AT STATION DEE CEE IS VISIBLE AT 4 FEET
 EL0999'
 EL0999'A 47 FOOT SIGNAL AT STATION DUNCAN 1902 IS VISIBLE AT 4 FEET
 EL0999
 EL0999                          STATION RECOVERY (1963)
 EL0999
 EL0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0999'STATION, REFERENCE MARK NUMBER ONE AND TWO RECOVERED AND FOUND
 EL0999'IN POOR CONDITION.  THE HILL ON WHICH THE STATION IS LOCATED
 EL0999'HAS BEEN LEVELED OFF AND TWO NEW WATER TANKS BUILT, LEAVING
 EL0999'ALL THREE MARKS ON SMALL MOUNDS WITH ABOUT 16 INCHES OF THE
 EL0999'CONCRETE BLOCK PROJECTING ABOVE THE TOP OF THE MOUND, ALL MARKS
 EL0999'ARE NORTH OF THE GATE INTO WATER TANKS, STATION AND REFERENCE
 EL0999'MARK NUMBER ONE ARE INSIDE THE FENCE ENCLOSURE AROUND THE
 EL0999'WATER TANKS AND REFERENCE MARK NUMBER TWO IS ABOUT 4 FEET 4
 EL0999'FEET WEST OF THE FENCE AND 58 FEET NORTH FROM THE CENTER OF
 EL0999'THE GATE INTO TANKS.
 EL0999'
 EL0999'AZIMUTH MARK WAS NOT FOUND, IT WAS PROBABLY DESTROYED WHEN
 EL0999'U.S. HIGHWAY 81 WAS BUILT INTO A FOUR LANE HIGHWAY.
 EL0999'
 EL0999'TO REACH FROM THE COURTHOUSE IN DUNCAN, GO NORTH ON 10TH STREET
 EL0999'FOR 1.4 MILES TO ELK AVENUE, TURN RIGHT AND GO EAST FOR 0.1 MILE
 EL0999'TO GATE AT WATER TANKS AND STATION AS DESCRIBED.
 EL0999
 EL0999                          STATION RECOVERY (1965)
 EL0999
 EL0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0999'THE STATION AND REFERENCE MARKS WERE RECOVERED IN FAIR CONDITION
 EL0999'AS DESCRIBED, PREVIOUS DESCRIPTION ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0942 ***********************************************************************
 GH0942  DESIGNATION -  RESERVOIR
 GH0942  PID         -  GH0942
 GH0942  STATE/COUNTY-  OK/TULSA
 GH0942  COUNTRY     -  US
 GH0942  USGS QUAD   -  SAND SPRINGS (2018)
 GH0942
 GH0942                         *CURRENT SURVEY CONTROL
 GH0942  ______________________________________________________________________
 GH0942* NAD 83(1993) POSITION- 36 11 19.79049(N) 096 00 02.77563(W)   ADJUSTED
 GH0942* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 GH0942  ______________________________________________________________________
 GH0942  GEOID HEIGHT    -        -28.874 (meters)                     GEOID18
 GH0942  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 GH0942  HORZ ORDER      -  FIRST
 GH0942
 GH0942.The horizontal coordinates were established by classical geodetic methods
 GH0942.and adjusted by the National Geodetic Survey in November 1994.
 GH0942
 GH0942.The orthometric height was scaled from a topographic map.
 GH0942
 GH0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0942.GEOID18 height accuracy estimate available here.
 GH0942
 GH0942.Click photographs - Photos may exist for this station.
 GH0942
 GH0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0942
 GH0942. The following values were computed from the NAD 83(1993) position.
 GH0942
 GH0942;                    North         East     Units Scale Factor Converg.
 GH0942;SPC OK N     -   133,755.595   779,804.638   MT  0.99994548   +1 10 47.4
 GH0942;SPC OK N     -   438,829.81  2,558,409.05   sFT  0.99994548   +1 10 47.4
 GH0942;UTM  14      - 4,009,063.083   769,705.095   MT  1.00049636   +1 46 19.0
 GH0942;UTM  15      - 4,009,067.375   230,156.201   MT  1.00049729   -1 46 22.3
 GH0942
 GH0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0942!SPC OK N     -   0.99996857  x   0.99994548  =   0.99991406
 GH0942!UTM  14      -   0.99996857  x   1.00049636  =   1.00046492
 GH0942!UTM  15      -   0.99996857  x   1.00049729  =   1.00046585
 GH0942
 GH0942:                Primary Azimuth Mark                     Grid Az
 GH0942:SPC OK N     -  HAWORTH                                  148 29 10.8
 GH0942:UTM  14      -  HAWORTH                                  147 53 39.2
 GH0942:UTM  15      -  HAWORTH                                  151 26 20.5
 GH0942
 GH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6970509063(NAD 83)
 GH0942
 GH0942|---------------------------------------------------------------------|
 GH0942| PID    Reference Object                     Distance      Geod. Az  |
 GH0942|                                                           dddmmss.s |
 GH0942| CI2164 RESERVOIR RM 2                       21.977 METERS 04149     |
 GH0942| GG0828 HAWORTH                             APPROX.16.5 KM 1493958.2 |
 GH0942| CI2162 RESERVOIR AZ MK                                    1533350.3 |
 GH0942| GG0831 TULSA BOSTON AVE ME CHURCH          APPROX. 5.2 KM 1634614.9 |
 GH0942| GG0840 TULSA CATH CATH TALLEST SPIRE       APPROX. 4.7 KM 1680910.3 |
 GH0942| CI2163 RESERVOIR RM 1                       15.538 METERS 24352     |
 GH0942|---------------------------------------------------------------------|
 GH0942
 GH0942                          SUPERSEDED SURVEY CONTROL
 GH0942
 GH0942  NAD 83(1986)-  36 11 19.81400(N)    096 00 02.76080(W) AD(       ) 1
 GH0942  NAD 27      -  36 11 19.48600(N)    096 00 01.77700(W) AD(       ) 1
 GH0942
 GH0942.Superseded values are not recommended for survey control.
 GH0942
 GH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0942.See file dsdata.pdf to determine how the superseded data were derived.
 GH0942
 GH0942_MARKER: DS = TRIANGULATION STATION DISK
 GH0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0942_STAMPING: RESERVOIR 1934
 GH0942_MARK LOGO: CGS
 GH0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0942+STABILITY: SURFACE MOTION
 GH0942
 GH0942  HISTORY     - Date     Condition        Report By
 GH0942  HISTORY     - 1934     MONUMENTED       CGS
 GH0942  HISTORY     - 1938     GOOD             CGS
 GH0942  HISTORY     - 1949     GOOD             CGS
 GH0942  HISTORY     - 1960     GOOD             CGS
 GH0942  HISTORY     - 1970     GOOD             USGS
 GH0942  HISTORY     - 20120212 POOR             GEOCAC
 GH0942
 GH0942                          STATION DESCRIPTION
 GH0942
 GH0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GH0942'ON THE SOUTH EDGE OF THE RESERVOIR ON TOP OF RESERVOIR HILL
 GH0942'IN THE NORTHERN PART OF TULSA, ON PROPERTY OWNED BY THE CITY,
 GH0942'35 FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 50 FEET EAST
 GH0942'OF AUXILIARY TANK, AND 10 FEET NORTH OF SOUTH EDGE OF RESERVOIR.
 GH0942'
 GH0942'TO REACH FROM TULSA POST OFFICE, AT SECOND AND BOSTON STREETS,
 GH0942'GO WEST ON SECOND STREET 0.1 MILE TO DENVER STREET, TURN
 GH0942'RIGHT ON DENVER STREET AND GO 0.6 MILES, TAKE RIGHT FORK
 GH0942'AND CONTINUE ON DENVER STREET 1.6 MILES AND TAKE RIGHT FORK
 GH0942'TO DENVER BOULEVARD, GO 0.1 MILE AND TURN LEFT, GO 0.3 MILE
 GH0942'AND TURN LEFT, GO 0.2 MILE TO VALVE HOUSE AT RESERVOIR AND
 GH0942'STATION.
 GH0942'
 GH0942'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GH0942'DISKS SET IN CONCRETE.
 GH0942'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK.
 GH0942'
 GH0942'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION IN THE CONCRETE
 GH0942'BASE OF THE AUXILIARY TANK, 0.55 FOOT, FROM EAST EDGE OF
 GH0942'CONCRETE, 0.73 FOOT FROM TANK, AND 45.0 FEET NORTHWEST OF
 GH0942'CENTER LINE OF GRAVEL ROAD.  REFERENCE MARK NO. 2 IS NORTHEAST
 GH0942'OF STATION, 37 FEET NORTH OF CENTER LINE OF GRAVEL ROAD
 GH0942'AND 17 FEET NORTH OF EDGE OF RESERVOIR.
 GH0942'
 GH0942'AZIMUTH MARK IS ABOUT 0.3 MILES SOUTHEAST OF STATION, SET
 GH0942'IN A 2-FOOT BY 3-FOOT OUTCROPPING OF ROCK ON A VACANT LOT
 GH0942'ON THE EAST SIDE OF DENVER BOULEVARD, ABOUT 50 FEET EAST
 GH0942'OF THE CENTER LINE OF DENVER BOULEVARD AND ABOUT 50 FEET SOUTH
 GH0942'OF A WHITE HOUSE.
 GH0942'
 GH0942'TO REACH FROM STATION GO TO ENTRANCE TO RESERVOIR GROUNDS AND
 GH0942'TURN LEFT (EAST) 2 BLOCKS, THEN TURN RIGHT (SOUTH) ABOUT
 GH0942'1-1/2 BLOCKS.
 GH0942'
 GH0942'HEIGHT OF LIGHT ABOVE STATION MARK - 2.1 METERS.
 GH0942
 GH0942                          STATION RECOVERY (1938)
 GH0942
 GH0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0942'STATION RECOVERED IN GOOD CONDITION.  IT IS ON THE SOUTH
 GH0942'EDGE OF THE CITY RESERVOIR ON THE TOP OF RESERVOIR HILL IN THE
 GH0942'NORTHERN PART OF TULSA, ON PROPERTY OWNED BY THE CITY, 35 FEET
 GH0942'WEST OF THE CENTER OF A GRAVEL ROAD, 10 FEET NORTH OF THE SOUTH
 GH0942'EDGE OF THE RESERVOIR AND 50 FEET EAST OF AN AUXILIARY TANK.
 GH0942'
 GH0942'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION IN THE CONCRETE
 GH0942'BASE OF THE AUXILIARY TANK, 0.55 FOOT FROM THE EAST EDGE OF
 GH0942'CONCRETE AND 0.73 FEET FROM TANK.  REFERENCE MARK
 GH0942'NO. 2 IS NORTHEAST OF THE STATION, 37 FEET NORTH OF THE CENTER
 GH0942'OF GRAVEL ROAD AND 17 FEET NORTH OF THE EDGE OF RESERVOIR.
 GH0942'
 GH0942'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 GH0942'SET IN A 2- BY 3-FOOT OUTCROPPING ROCK IN A VACANT LOT ON THE
 GH0942'EAST SIDE OF DENVER BOULEVARD.
 GH0942'
 GH0942'(DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK THE 1934
 GH0942'DIRECTION BY 01 DEG 00 MIN 44 SEC).
 GH0942
 GH0942                          STATION RECOVERY (1949)
 GH0942
 GH0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 GH0942'STATION IS ON THE S EDGE OF THE RESERVOIR, ON TOP OF RESERVOIR HILL,
 GH0942'IN THE N PART OF TULSA, ON PROPERTY OWNED BY THE CITY, 35 FEET
 GH0942'NORTH OF THE CENTER LINE OF A ROAD WHICH RUNS AROUND THE TOP OF
 GH0942'RESERVOIR HILL, 10 FEET N OF THE S EDGE OF RESERVOIR, 29
 GH0942'FEET N AND 53 FEET E OF THE NE CORNER OF A BRICK PUMPHOUSE.
 GH0942'AUXILIARY TANK MENTIONED IN PREVIOUS DESCRIPTION HAS BEEN
 GH0942'REMOVED BUT THE CONCRETE BASE REMAINS.
 GH0942'
 GH0942'TO REACH FROM TULSA POST OFFICE ON BOULDER STREET BETWEEN SECOND
 GH0942'AND THIRD STREETS, GO W TO SECOND AND DENVER STREETS, GO N ON
 GH0942'DENVER STREET 2.25 MILES TO THE INTERSECTION OF N. DENVER STREET
 GH0942'AND N. DENVER BOULEVARD, TAKE LEFT FORK AND CONTINUE ON
 GH0942'N DENVER STREET 0.25 MILE TO THE INTERSECTIONS OF W. VICTORIA,
 GH0942'W. WOODROW PLACE, AN N. ELMWOOD, TURN LEFT AND FOLLOW N.
 GH0942'ELMWOOD 0.15 MILE TO W. YOUNG, TURN LEFT AND GO 0.05 MILE, TURN
 GH0942'RIGHT AND GO 0.1 MILE TO TOP OF RESERVOIR HILL AND STATION.
 GH0942'
 GH0942'REFERENCE MARK 1 IS SW OF THE STATION, IN THE CONCRETE BASE
 GH0942'WHERE THE AUXILIARY TANK WAS LOCATED, 12 FEET E AND 8 FEET N
 GH0942'OF THE NE CORNER OF BRICK PUMPHOUSE.
 GH0942'
 GH0942'REFERENCE MARK 2 IS NE OF THE STATION, 37 FEET N OF ROAD,
 GH0942'17 FEET N OF S EDGE OF RESERVOIR, 80 FEET N AND 80 FEET E
 GH0942'OF THE NE CORNER OF BRICK PUMPHOUSE.  IT IS A BRONZE REFERENCE
 GH0942'DISK SET IN CONCRETE.
 GH0942'
 GH0942'DUE TO RECENT CONSTRUCTION OF NEW HOUSES, THE AZIMUTH MARK
 GH0942'WAS NOT VISIBLE FROM THE STATION.  THE AZIMUTH MARK WAS LOOSE
 GH0942'AND FROM ALL INDICATIONS, IT HAD BEEN TAMPERED WITH.  THE
 GH0942'MARK WAS REMOVED AND A HOUSE IS TO BE CONSTRUCTED ON THE
 GH0942'LOCATION.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED.  THE
 GH0942'FINIAL, ORANGE TANK (1934 DIRECTIONS) HAS BEEN TORN DOWN.
 GH0942
 GH0942                          STATION RECOVERY (1960)
 GH0942
 GH0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 GH0942'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 GH0942'IN GOOD CONDITION AS DESCRIBED.  DISTANCES TO THE REFERENCE
 GH0942'MARKS CHECKED THE PUBLISHED DISTANCE.  A DIFFERENCE OF 1 FT
 GH0942'28 IN WAS FOUND IN THE ANGLE BETWEEN THE TWO REFERENCE MARKS.
 GH0942'THE AZIMUTH MARK WAS NOT VISITED.
 GH0942
 GH0942                          STATION RECOVERY (1970)
 GH0942
 GH0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RRB)
 GH0942'RECOVERED IN GOOD CONDITION.
 GH0942
 GH0942                          STATION RECOVERY (2012)
 GH0942
 GH0942'RECOVERY NOTE BY GEOCACHING 2012 (BRH)
 GH0942'REFERENCE MARKS 1 AND 2 ARE AS DESCRIBED. TRIANGULATION STATION DISK
 GH0942'IS
 GH0942'DESTROYED. STATION HAS BEEN SAWED OFF AND ALL THAT REMAINS IS THE
 GH0942'BRONZE
 GH0942'BASE SET IN THE CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1263 ***********************************************************************
 FH1263  CBN         -  This is a Cooperative Base Network Control Station.
 FH1263  DESIGNATION -  REX
 FH1263  PID         -  FH1263
 FH1263  STATE/COUNTY-  OK/MCINTOSH
 FH1263  COUNTRY     -  US
 FH1263  USGS QUAD   -  EUFAULA (2018)
 FH1263
 FH1263                         *CURRENT SURVEY CONTROL
 FH1263  ______________________________________________________________________
 FH1263* NAD 83(2011) POSITION- 35 18 31.08851(N) 095 35 31.62254(W)   ADJUSTED
 FH1263* NAD 83(2011) ELLIP HT-   162.562 (meters)        (06/27/12)   ADJUSTED
 FH1263* NAD 83(2011) EPOCH   -  2010.00
 FH1263* NAVD 88 ORTHO HEIGHT -   192.5   (meters)      632.    (feet) GPS OBS
 FH1263  ______________________________________________________________________
 FH1263  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FH1263  GEOID HEIGHT    -        -29.866 (meters)                     GEOID96
 FH1263  GEOID HEIGHT    -        -29.970 (meters)                     GEOID18
 FH1263  NAD 83(2011) X  -   -507,775.804 (meters)                     COMP
 FH1263  NAD 83(2011) Y  - -5,186,044.796 (meters)                     COMP
 FH1263  NAD 83(2011) Z  -  3,665,956.497 (meters)                     COMP
 FH1263  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 FH1263
 FH1263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1263  Standards:
 FH1263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1263  -------------------------------------------------------------------
 FH1263  NETWORK    1.50   3.94           0.69   0.51   2.01      0.00632891
 FH1263  -------------------------------------------------------------------
 FH1263  Click here for local accuracies and other accuracy information.
 FH1263
 FH1263.The horizontal coordinates were established by GPS observations
 FH1263.and adjusted by the National Geodetic Survey in June 2012.
 FH1263
 FH1263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1263.been affixed to the stable North American tectonic plate. See 
 FH1263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1263
 FH1263.The horizontal coordinates are valid at the epoch date displayed above
 FH1263.which is a decimal equivalence of Year/Month/Day.
 FH1263
 FH1263.The orthometric height was determined by GPS observations and a
 FH1263.high-resolution geoid model.
 FH1263
 FH1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1263.GEOID18 height accuracy estimate available here.
 FH1263
 FH1263.Click photographs - Photos may exist for this station.
 FH1263
 FH1263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1263
 FH1263.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1263
 FH1263.The ellipsoidal height was determined by GPS observations
 FH1263.and is referenced to NAD 83.
 FH1263
 FH1263. The following values were computed from the NAD 83(2011) position.
 FH1263
 FH1263;                    North         East     Units Scale Factor Converg.
 FH1263;SPC OK S     -   221,727.604   818,965.333   MT  1.00001575   +1 22 00.3
 FH1263;SPC OK S     -   727,451.31  2,686,888.76   sFT  1.00001575   +1 22 00.3
 FH1263;UTM  15      - 3,910,352.902   264,329.682   MT  1.00028452   -1 29 56.0
 FH1263
 FH1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1263!SPC OK S     -   0.99997448  x   1.00001575  =   0.99999023
 FH1263!UTM  15      -   0.99997448  x   1.00028452  =   1.00025900
 FH1263
 FH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6432910352(NAD 83)
 FH1263
 FH1263                          SUPERSEDED SURVEY CONTROL
 FH1263
 FH1263  NAD 83(2007)-  35 18 31.08847(N)    095 35 31.62328(W) AD(2002.00) 0
 FH1263  ELLIP H (02/10/07)  162.577  (m)                       GP(2002.00)    
 FH1263  ELLIP H (04/16/01)  162.579  (m)                       GP(       ) 4 2
 FH1263  NAD 83(1993)-  35 18 31.08846(N)    095 35 31.62307(W) AD(       ) B
 FH1263  ELLIP H (05/09/94)  162.662  (m)                       GP(       ) 4 2
 FH1263  NAVD 88 (01/13/95)  192.5    (m)  UNKNOWN  model used  GPS OBS        
 FH1263  NAVD 88 (05/09/94)  192.5    (m)  GEOID93  model used  GPS OBS        
 FH1263
 FH1263.Superseded values are not recommended for survey control.
 FH1263
 FH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1263.See file dsdata.pdf to determine how the superseded data were derived.
 FH1263
 FH1263_MARKER: F = FLANGE-ENCASED ROD
 FH1263_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1263_STAMPING: REX 1993
 FH1263_MARK LOGO: NGS
 FH1263_PROJECTION: RECESSED 1 CENTIMETERS
 FH1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1263+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 FH1263_ROD/PIPE-DEPTH: 3.66 meters
 FH1263_SLEEVE-DEPTH  : 00.9 meters
 FH1263
 FH1263  HISTORY     - Date     Condition        Report By
 FH1263  HISTORY     - 1993     MONUMENTED       NGS
 FH1263  HISTORY     - 20080416 GOOD             AIRDAT
 FH1263  HISTORY     - 20150311 GOOD             OKDOT
 FH1263
 FH1263                          STATION DESCRIPTION
 FH1263
 FH1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FH1263'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH-NORTHWEST OF EUFAULA, IN
 FH1263'THE NORTHWEST ANGLE OF THE JUNCTION OF US HIGHWAYS 69 AND 69 BUSINESS
 FH1263'(FIRST INTERCHANGE NORTH OF THE JUNCTION OF HIGHWAY 69 AND STATE
 FH1263'HIGHWAY 9), ON A SLIGHT RIDGE PARALLELING THE SOUTHBOUND EXIT RAMP,
 FH1263'IN A MOWED AREA, IN THE SOUTHWEST 1/4 OF SECTION 26, T 10 N, R 16 E.
 FH1263'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FH1263'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40
 FH1263'AND HIGHWAY 69 (EXIT 264), ABOUT 3 KM (1.85 MI) SOUTH OF CHECOTAH, GO
 FH1263'SOUTH-SOUTHWEST ON HIGHWAY 69 FOR 10.98 KM (6.80 MI) TO THE OVERPASS
 FH1263'AT THE JUNCTION OF STATE HIGHWAY 150.  CONTINUE AHEAD, SOUTH, ON
 FH1263'HIGHWAY 69 FOR 5.89 KM (3.65 MI) TO THE EXIT RAMP ON THE RIGHT TO
 FH1263'BUSINESS HIGHWAY 69. BEAR RIGHT, SOUTH-SOUTHWEST, UPHILL, ON THE EXIT
 FH1263'RAMP FOR 0.33 KM (0.20 MI) TO THE STATION ON THE LEFT 0.04 KM
 FH1263'(0.00 MI) BEFORE REACHING THE JUNCTION OF BUSINESS HIGHWAY 69.
 FH1263'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FH1263'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FH1263'WITH A LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 FH1263'11.8 M (38.7 FT) SOUTHEAST FROM, AND SLIGHTLY HIGHER THAN THE EDGE OF
 FH1263'THE RAMP, 44.9 M (147.3 FT) NORTHEAST FROM THE CENTER OF HIGHWAY 69
 FH1263'BUSINESS, 0.8 M (2.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 FH1263'0.48 M (1.57 FT) NORTHEAST OF A METAL WITNESS POST, 0.87 M (2.85 FT)
 FH1263'SOUTHEAST OF A WOODEN POST PROJECTING 1.35 M, 1.1 M (3.6 FT) SOUTHWEST
 FH1263'OF A WOODEN POST PROJECTING 1.35 M, 54.4 M (178.5 FT) NORTH FROM THE
 FH1263'NORTHWEST END OF GUARDRAIL LEADING FROM THE OVERPASS, AND 44.8 M
 FH1263'(147.0 FT) EAST-NORTHEAST AND ACROSS THE RAMP FROM A METAL LIGHT
 FH1263'POLE.
 FH1263'DESCRIBED BY D.G. AUG
 FH1263
 FH1263                          STATION RECOVERY (2008)
 FH1263
 FH1263'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FH1263'RECOVERED AS DESCRIBED.
 FH1263
 FH1263                          STATION RECOVERY (2015)
 FH1263
 FH1263'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2015 (BIW)
 FH1263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1117 ***********************************************************************
 FJ1117  DESIGNATION -  RICHLAND
 FJ1117  PID         -  FJ1117
 FJ1117  STATE/COUNTY-  OK/CANADIAN
 FJ1117  COUNTRY     -  US
 FJ1117  USGS QUAD   -  RICHLAND (2018)
 FJ1117
 FJ1117                         *CURRENT SURVEY CONTROL
 FJ1117  ______________________________________________________________________
 FJ1117* NAD 83(1993) POSITION- 35 34 48.42028(N) 097 49 44.61374(W)   ADJUSTED
 FJ1117* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 FJ1117  ______________________________________________________________________
 FJ1117  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 FJ1117  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 FJ1117  HORZ ORDER      -  SECOND
 FJ1117
 FJ1117.The horizontal coordinates were established by classical geodetic methods
 FJ1117.and adjusted by the National Geodetic Survey in November 1994.
 FJ1117
 FJ1117.The orthometric height was scaled from a topographic map.
 FJ1117
 FJ1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1117.GEOID18 height accuracy estimate available here.
 FJ1117
 FJ1117.Click photographs - Photos may exist for this station.
 FJ1117
 FJ1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1117
 FJ1117. The following values were computed from the NAD 83(1993) position.
 FJ1117
 FJ1117;                    North         East     Units Scale Factor Converg.
 FJ1117;SPC OK N     -    64,379.456   615,493.878   MT  0.99999759   +0 06 03.2
 FJ1117;SPC OK N     -   211,218.27  2,019,332.83   sFT  0.99999759   +0 06 03.2
 FJ1117;UTM  14      - 3,938,009.719   606,093.088   MT  0.99973870   +0 40 52.9
 FJ1117
 FJ1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1117!SPC OK N     -   0.99993720  x   0.99999759  =   0.99993479
 FJ1117!UTM  14      -   0.99993720  x   0.99973870  =   0.99967592
 FJ1117
 FJ1117:                Primary Azimuth Mark                     Grid Az
 FJ1117:SPC OK N     -  RICHLAND AZ MK                           088 16 59.7
 FJ1117:UTM  14      -  RICHLAND AZ MK                           087 42 10.0
 FJ1117
 FJ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0609338009(NAD 83)
 FJ1117
 FJ1117|---------------------------------------------------------------------|
 FJ1117| PID    Reference Object                     Distance      Geod. Az  |
 FJ1117|                                                           dddmmss.s |
 FJ1117| CL6143 RICHLAND RM 2                        16.980 METERS 08714     |
 FJ1117| CL6141 RICHLAND AZ MK                                     0882302.9 |
 FJ1117| CL6142 RICHLAND RM 1                        21.957 METERS 35722     |
 FJ1117|---------------------------------------------------------------------|
 FJ1117
 FJ1117                          SUPERSEDED SURVEY CONTROL
 FJ1117
 FJ1117  NAD 83(1986)-  35 34 48.42533(N)    097 49 44.59814(W) AD(       ) 2
 FJ1117  NAD 27      -  35 34 48.24278(N)    097 49 43.43323(W) AD(       ) 2
 FJ1117
 FJ1117.Superseded values are not recommended for survey control.
 FJ1117
 FJ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1117.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1117
 FJ1117_MARKER: DS = TRIANGULATION STATION DISK
 FJ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1117_STAMPING: RICHLAND 1955
 FJ1117_MARK LOGO: CGS
 FJ1117_PROJECTION: RECESSED 36 CENTIMETERS
 FJ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1117+STABILITY: SURFACE MOTION
 FJ1117
 FJ1117  HISTORY     - Date     Condition        Report By
 FJ1117  HISTORY     - 1955     MONUMENTED       CGS
 FJ1117  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 FJ1117
 FJ1117                          STATION DESCRIPTION
 FJ1117
 FJ1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1117'THE STATION IS IN THE NORTHWEST QUARTER OF SEC. 27, T. 13 N.,
 FJ1117'R. 6 W. ON LAND OWNED BY MR. SANFORD MILLER.  IT IS 7 MILES
 FJ1117'EAST AND 3 MILES NORTH OF EL RENO, 4-1/2 MILES NORTH AND
 FJ1117'5 MILES WEST OF YUKON AND 4 MILES SOUTH OF STATE HIGHWAY
 FJ1117'3.
 FJ1117'
 FJ1117'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY
 FJ1117'4 ON THE EAST EDGE OF THE TOWN OF YUKON, GO NORTH ON STATE
 FJ1117'HIGHWAY 4 FOR 2.0 MILES TO A BRIDGE OVER THE NORTH CANADIAN
 FJ1117'RIVER, CONTINUE NORTH ON STATE HIGHWAY 4 FOR 3.0 MILES TO
 FJ1117'A CROSSROAD, TURN LEFT AND GO WEST FOR 4.3 MILES TO THE AZIMUTH
 FJ1117'MARK ON THE RIGHT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.45
 FJ1117'MILE TO THE DRIVEWAY INTO MR. MILLERS FARMHOUSE AND THE
 FJ1117'STATION.
 FJ1117'
 FJ1117'THE STATION MARK IS 75.5 FEET EAST OF A POWER POLE IN THE
 FJ1117'FARMYARD, 44 FEET EAST OF THE EAST GATE POST, 39 FEET SOUTH
 FJ1117'OF THE CENTER OF THE ROAD, 6 FEET SOUTHWEST OF A WHITE WITNESS
 FJ1117'POST, 4 FEET SOUTH OF A FENCE AND 14 INCHES BELOW THE SURFACE
 FJ1117'OF THE GROUND.  THE DISK IS STAMPED RICHLAND 1955.
 FJ1117'
 FJ1117'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 39 FEET EAST
 FJ1117'OF A TELEPHONE POLE, 33 FEET NORTH OF THE CENTER OF THE
 FJ1117'ROAD, 1 FOOT NORTH OF THE FENCE AND PROJECTS 6 INCHES.  THE
 FJ1117'DISK IS STAMPED RICHLAND NO 1 1955.
 FJ1117'
 FJ1117'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 85 FEET WEST
 FJ1117'OF A FENCE CORNER, 36 FEET SOUTH OF THE CENTER OF THE ROAD,
 FJ1117'1 FOOT SOUTH OF THE FENCE AND PROJECTS 6 INCHES.  THE DISK IS
 FJ1117'STAMPED RICHLAND NO 2 1955.
 FJ1117'
 FJ1117'THE AZIMUTH MARK, 0.45 MILE EAST OF THE STATION, IS 29 FEET
 FJ1117'NORTH OF THE CENTER OF THE DIRT ROAD, 2 FEET WEST OF A TELEPHONE
 FJ1117'POLE, 2 FEET WEST OF A WITNESS POST, 1 FOOT SOUTH OF A
 FJ1117'FENCE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED RICHLAND 1955.
 FJ1117'
 FJ1117'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FJ1117
 FJ1117                          STATION RECOVERY (1981)
 FJ1117
 FJ1117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1117'FOUND STATION MARK (14 INCHES DEEP) OUT IN FIELD.
 FJ1117'
 FJ1117'FOUND AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 IN GOOD
 FJ1117'CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0980 ***********************************************************************
 FJ0980  DESIGNATION -  RICK
 FJ0980  PID         -  FJ0980
 FJ0980  STATE/COUNTY-  OK/CLEVELAND
 FJ0980  COUNTRY     -  US
 FJ0980  USGS QUAD   -  MOORE (2018)
 FJ0980
 FJ0980                         *CURRENT SURVEY CONTROL
 FJ0980  ______________________________________________________________________
 FJ0980* NAD 83(1993) POSITION- 35 18 06.73456(N) 097 29 25.42174(W)   ADJUSTED
 FJ0980* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 FJ0980  ______________________________________________________________________
 FJ0980  GEOID HEIGHT    -        -26.706 (meters)                     GEOID18
 FJ0980  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 FJ0980  HORZ ORDER      -  THIRD
 FJ0980
 FJ0980.The horizontal coordinates were established by classical geodetic methods
 FJ0980.and adjusted by the National Geodetic Survey in November 1994.
 FJ0980
 FJ0980.The orthometric height was scaled from a topographic map.
 FJ0980
 FJ0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0980.GEOID18 height accuracy estimate available here.
 FJ0980
 FJ0980.Click photographs - Photos may exist for this station.
 FJ0980
 FJ0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0980
 FJ0980. The following values were computed from the NAD 83(1993) position.
 FJ0980
 FJ0980;                    North         East     Units Scale Factor Converg.
 FJ0980;SPC OK S     -   218,482.281   646,349.883   MT  1.00001426   +0 17 21.3
 FJ0980;SPC OK S     -   716,803.95  2,120,566.24   sFT  1.00001426   +0 17 21.3
 FJ0980;UTM  14      - 3,907,565.241   637,251.461   MT  0.99983216   +0 52 21.0
 FJ0980
 FJ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0980!SPC OK S     -   0.99994752  x   1.00001426  =   0.99996178
 FJ0980!UTM  14      -   0.99994752  x   0.99983216  =   0.99977969
 FJ0980
 FJ0980:                Primary Azimuth Mark                     Grid Az
 FJ0980:SPC OK S     -  RICK AZ MK                               168 32 53.3
 FJ0980:UTM  14      -  RICK AZ MK                               167 57 53.6
 FJ0980
 FJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3725107565(NAD 83)
 FJ0980
 FJ0980|---------------------------------------------------------------------|
 FJ0980| PID    Reference Object                     Distance      Geod. Az  |
 FJ0980|                                                           dddmmss.s |
 FJ0980| FJ0983 MOORE MUNICIPAL TANK                APPROX. 4.1 KM 0064112.0 |
 FJ0980| CL6148 RICK RM 1                            17.121 METERS 03517     |
 FJ0980| CL6149 RICK RM 2                             9.118 METERS 10240     |
 FJ0980| CL6147 RICK AZ MK                                         1685014.6 |
 FJ0980| FJ1020 OKLA UNIV RADIO STA WNAD MAST       APPROX. 1.7 KM 2170326.9 |
 FJ0980| FJ1021 MOORE RAD STA KOMA MAST             APPROX. 3.7 KM 3393000.9 |
 FJ0980|---------------------------------------------------------------------|
 FJ0980
 FJ0980                          SUPERSEDED SURVEY CONTROL
 FJ0980
 FJ0980  NAD 83(1986)-  35 18 06.74016(N)    097 29 25.40529(W) AD(       ) 3
 FJ0980  NAD 27      -  35 18 06.50771(N)    097 29 24.27726(W) AD(       ) 3
 FJ0980
 FJ0980.Superseded values are not recommended for survey control.
 FJ0980
 FJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0980.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0980
 FJ0980_MARKER: DS = TRIANGULATION STATION DISK
 FJ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0980_STAMPING: RICK 1957
 FJ0980_MARK LOGO: CGS
 FJ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0980+STABILITY: SURFACE MOTION
 FJ0980
 FJ0980  HISTORY     - Date     Condition        Report By
 FJ0980  HISTORY     - 1957     MONUMENTED       CGS
 FJ0980  HISTORY     - 19940120 MARK NOT FOUND   NGS
 FJ0980
 FJ0980                          STATION DESCRIPTION
 FJ0980
 FJ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0980'THE STATION IS ALONG THE WEST SIDE OF U.S. HIGHWAY 77, ABOUT 5
 FJ0980'MILES NORTHWEST OF NORMAN AND 2-1/2 MILES SOUTH OF MOORE.  IT IS
 FJ0980'IN THE NORTHWEST 1/4 OF SECTION 35, T10N, R 3 W.
 FJ0980'
 FJ0980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 FJ0980'AND STATE HIGHWAY 9 AT THE EAST END OF MAIN STREET IN NORMAN,
 FJ0980'GO NORTH AND WEST ON HIGHWAY 77 FOR 1.3 MILES TO A CROSSROADS,
 FJ0980'TURN RIGHT AND GO NORTH ON HIGHWAY 77 FOR 5.25 MILES TO A
 FJ0980'TRACK ROAD AND THE STATION ON THE LEFT JUST BEFORE REACHING
 FJ0980'A LARGE SERVICE STATION ON THE RIGHT.
 FJ0980'
 FJ0980'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 FJ0980'77 FOR 0.8 MILE TO A GRADED ROAD ON THE RIGHT AND THE MARK
 FJ0980'AS DESCRIBED.
 FJ0980'
 FJ0980'THE STATION MARKS ARE STANDARD DISKS, STAMPED RICK 1957.
 FJ0980'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FJ0980'POST PROJECTING 4 INCHES.  IT IS 106 FEET WEST OF THE CENTER OF
 FJ0980'HIGHWAY 77, 69 FEET WEST OF THE SOUTH END OF A CONCRETE CULVERT
 FJ0980'46 FEET SOUTH OF A FENCE, 28 FEET SOUTH OF THE CENTER OF A
 FJ0980'DRIVEWAY ENTERING A FIELD AND 12 FEET NORTHWEST OF THE WEST END
 FJ0980'OF A LARGE SIGN.  A WHITE POST WAS SET 5 FEET WEST OF THEMARK.
 FJ0980'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0980'34 INCHES BELOW THE GROUND SURFACE.
 FJ0980'
 FJ0980'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RICK NO 1 1957,
 FJ0980'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0980'5 INCHES.  IT IS 73 FEET WEST OF THE CENTER OF HIGHWAY 77, 37
 FJ0980'FEET WEST-NORTHWEST OF THE NORTH END OF THE CULVERT, 28 FEET
 FJ0980'NORTH OF THE CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF A
 FJ0980'FENCE CORNER.
 FJ0980'
 FJ0980'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RICK NO 2 1957,
 FJ0980'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0980'6 INCHES.  IT IS 77 FEET WEST OF THE CENTER OF HIGHWAY 77, 45
 FJ0980'FEET SOUTHWEST OF THE SOUTH END OF THE CULVERT, 34 FEET SOUTH
 FJ0980'OF THE CENTER OF THE DRIVEWAY AND 2 FEET EAST OF THE EAST END
 FJ0980'OF THE SIGN.
 FJ0980'
 FJ0980'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RICK 1957, SET
 FJ0980'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 5
 FJ0980'INCHES.  IT IS 65 FEET WEST OF THE CENTER OF HIGHWAY 77, 60 FEET
 FJ0980'EAST OF A TELEPHONE POLE, 34 FEET NORTH OF THE CENTER OF A GRADED
 FJ0980'ROAD, 28 FEET WEST OF A TELEPHONE POLE AND 19 FEET SOUTHEAST
 FJ0980'OF A LARGE SIGN.
 FJ0980
 FJ0980                          STATION RECOVERY (1994)
 FJ0980
 FJ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0980'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0652 ***********************************************************************
 EM0652  DESIGNATION -  RIDGE
 EM0652  PID         -  EM0652
 EM0652  STATE/COUNTY-  OK/COMANCHE
 EM0652  COUNTRY     -  US
 EM0652  USGS QUAD   -  FORT SILL (2018)
 EM0652
 EM0652                         *CURRENT SURVEY CONTROL
 EM0652  ______________________________________________________________________
 EM0652* NAD 83(1993) POSITION- 34 42 18.84163(N) 098 29 33.92183(W)   ADJUSTED
 EM0652* NAVD 88 ORTHO HEIGHT -   500.    (meters)     1640.    (feet) SCALED
 EM0652  ______________________________________________________________________
 EM0652  GEOID HEIGHT    -        -25.646 (meters)                     GEOID18
 EM0652  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 EM0652  HORZ ORDER      -  THIRD
 EM0652
 EM0652.The horizontal coordinates were established by classical geodetic methods
 EM0652.and adjusted by the National Geodetic Survey in November 1994.
 EM0652
 EM0652.The orthometric height was scaled from a topographic map.
 EM0652
 EM0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0652.GEOID18 height accuracy estimate available here.
 EM0652
 EM0652.Click photographs - Photos may exist for this station.
 EM0652
 EM0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0652
 EM0652. The following values were computed from the NAD 83(1993) position.
 EM0652
 EM0652;                    North         East     Units Scale Factor Converg.
 EM0652;SPC OK S     -   152,286.349   554,859.456   MT  0.99993816   -0 16 46.9
 EM0652;SPC OK S     -   499,626.13  1,820,401.40   sFT  0.99993816   -0 16 46.9
 EM0652;UTM  14      - 3,840,472.481   546,452.438   MT  0.99962660   +0 17 19.7
 EM0652
 EM0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0652!SPC OK S     -   0.99992552  x   0.99993816  =   0.99986369
 EM0652!UTM  14      -   0.99992552  x   0.99962660  =   0.99955215
 EM0652
 EM0652:                Primary Azimuth Mark                     Grid Az
 EM0652:SPC OK S     -  JONES                                    297 17 20.0
 EM0652:UTM  14      -  JONES                                    296 43 13.4
 EM0652
 EM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4645240472(NAD 83)
 EM0652
 EM0652|---------------------------------------------------------------------|
 EM0652| PID    Reference Object                     Distance      Geod. Az  |
 EM0652|                                                           dddmmss.s |
 EM0652| EM0807 JONES                               APPROX. 1.2 KM 2970033.1 |
 EM0652|---------------------------------------------------------------------|
 EM0652
 EM0652                          SUPERSEDED SURVEY CONTROL
 EM0652
 EM0652  NAD 83(1986)-  34 42 18.84682(N)    098 29 33.90672(W) AD(       ) 3
 EM0652  NAD 27      -  34 42 18.59300(N)    098 29 32.70100(W) AD(       ) 3
 EM0652
 EM0652.Superseded values are not recommended for survey control.
 EM0652
 EM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0652.See file dsdata.pdf to determine how the superseded data were derived.
 EM0652
 EM0652_MARKER: Z = SEE DESCRIPTION
 EM0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0652+STABILITY: SURFACE MOTION
 EM0652
 EM0652  HISTORY     - Date     Condition        Report By
 EM0652  HISTORY     - 1945     MONUMENTED       USA
 EM0652
 EM0652                          STATION DESCRIPTION
 EM0652
 EM0652'DESCRIBED BY US ARMY 1945
 EM0652'SUMMIT OF MOST ELY OF SEVERAL KNOLLS COMPRISING JONES RIDGE.
 EM0652'ABOUT 3/4 MILE S OF FORD OVER MEDICINE CREEK.  MARKED BY A
 EM0652'SECTION OF 3/4 IN STEEL PIPE SET IN CONCRETE AMID A PILE OF
 EM0652'ROCKS ON HIGHEST POINT OF HILL.  PROJECTS ONE FT. ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0681 ***********************************************************************
 GJ0681  DESIGNATION -  RIETH
 GJ0681  PID         -  GJ0681
 GJ0681  STATE/COUNTY-  OK/WOODWARD
 GJ0681  COUNTRY     -  US
 GJ0681  USGS QUAD   -  WOODWARD NE (2018)
 GJ0681
 GJ0681                         *CURRENT SURVEY CONTROL
 GJ0681  ______________________________________________________________________
 GJ0681* NAD 83(1993) POSITION- 36 24 57.92043(N) 099 19 54.47336(W)   ADJUSTED
 GJ0681* NAVD 88 ORTHO HEIGHT -   626.    (meters)     2054.    (feet) SCALED
 GJ0681  ______________________________________________________________________
 GJ0681  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 GJ0681  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 GJ0681  HORZ ORDER      -  SECOND
 GJ0681
 GJ0681.The horizontal coordinates were established by classical geodetic methods
 GJ0681.and adjusted by the National Geodetic Survey in November 1994.
 GJ0681
 GJ0681.The orthometric height was scaled from a topographic map.
 GJ0681
 GJ0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0681.GEOID18 height accuracy estimate available here.
 GJ0681
 GJ0681.Click photographs - Photos may exist for this station.
 GJ0681
 GJ0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0681
 GJ0681. The following values were computed from the NAD 83(1993) position.
 GJ0681
 GJ0681;                    North         East     Units Scale Factor Converg.
 GJ0681;SPC OK N     -   157,939.797   480,563.269   MT  0.99995479   -0 47 09.4
 GJ0681;SPC OK N     -   518,174.15  1,576,647.99   sFT  0.99995479   -0 47 09.4
 GJ0681;UTM  14      - 4,030,151.544   470,253.650   MT  0.99961090   -0 11 49.1
 GJ0681
 GJ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0681!SPC OK N     -   0.99990616  x   0.99995479  =   0.99986095
 GJ0681!UTM  14      -   0.99990616  x   0.99961090  =   0.99951709
 GJ0681
 GJ0681:                Primary Azimuth Mark                     Grid Az
 GJ0681:SPC OK N     -  RIETH AZ MK                              303 38 23.7
 GJ0681:UTM  14      -  RIETH AZ MK                              303 03 03.4
 GJ0681
 GJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7025330151(NAD 83)
 GJ0681
 GJ0681|---------------------------------------------------------------------|
 GJ0681| PID    Reference Object                     Distance      Geod. Az  |
 GJ0681|                                                           dddmmss.s |
 GJ0681| GJ0666 MOORELAND WEST ELEC PWR TK          APPROX. 9.8 KM 0754840.0 |
 GJ0681| GJ0663 MOORELAND MUNICIPAL WATER TANK      APPROX.11.8 KM 0763046.5 |
 GJ0681| GJ0664 MOORELAND FARMERS CO OP ELEV        APPROX.11.5 KM 0763617.2 |
 GJ0681| CL3865 RIETH RM 1                           25.329 METERS 16103     |
 GJ0681| GJ0684 WOODWARD SCHLUMBERGER RAD MAST      APPROX. 5.5 KM 2482846.4 |
 GJ0681| GJ0688 BRYAN JACKSON RADIO MAST            APPROX.13.3 KM 2633433.8 |
 GJ0681| GJ0686 WOODWARD TOM MOORE RADIO MAST       APPROX. 6.2 KM 2671126.7 |
 GJ0681| GJ0690 WOODWARD MUN AIRPORT BEACON         APPROX.16.8 KM 2764601.1 |
 GJ0681| CL3866 RIETH RM 2                           27.194 METERS 27857     |
 GJ0681| GJ0685 WOODWARD BUTCHER TRU VUE MAST       APPROX. 5.8 KM 2803017.8 |
 GJ0681| CL3864 RIETH AZ MK                                        3025114.3 |
 GJ0681|---------------------------------------------------------------------|
 GJ0681
 GJ0681                          SUPERSEDED SURVEY CONTROL
 GJ0681
 GJ0681  NAD 83(1986)-  36 24 57.92556(N)    099 19 54.46128(W) AD(       ) 2
 GJ0681  NAD 27      -  36 24 57.79242(N)    099 19 53.07728(W) AD(       ) 2
 GJ0681
 GJ0681.Superseded values are not recommended for survey control.
 GJ0681
 GJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0681.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0681
 GJ0681_MARKER: DS = TRIANGULATION STATION DISK
 GJ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0681_STAMPING: RIETH 1963
 GJ0681_MARK LOGO: CGS
 GJ0681_PROJECTION: FLUSH
 GJ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0681+STABILITY: SURFACE MOTION
 GJ0681
 GJ0681  HISTORY     - Date     Condition        Report By
 GJ0681  HISTORY     - 1963     MONUMENTED       CGS
 GJ0681  HISTORY     - 1968     GOOD             CGS
 GJ0681  HISTORY     - 1976     GOOD             NGS
 GJ0681
 GJ0681                          STATION DESCRIPTION
 GJ0681
 GJ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0681'THE STATION IS ABOUT 3-1/2 MILES EAST-SOUTHEAST OF WOODWARD, ON THE
 GJ0681'SUMMIT OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY AND IN PASTURE
 GJ0681'LAND OWNED BY WALTER RIETH.
 GJ0681'
 GJ0681'TO REACH THE STATION FROM THE POST OFFICE IN WOODWARD GO EAST ON
 GJ0681'MAIN AVENUE AND STATE HIGHWAY 15 FOR 3.1 MILES TO A SIDE ROAD ON THE
 GJ0681'RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.75 MILE TO
 GJ0681'A CROSSROAD.  (THE AZIMUTH MARK IS 0.15 MILE WEST OF THIS POINT.)
 GJ0681'CONTINUE SOUTH FOR 0.35 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 GJ0681'PASS THROUGH THE GATE AND GO EAST ON A TRACK ROAD FOR 0.25 MILE TO
 GJ0681'THE STATION.
 GJ0681'
 GJ0681'THE STATION MARK IS A STANDARD DISK, STAMPED RIETH 1963, SET IN THE
 GJ0681'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0681'3.6 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 167.4 FEET WEST OF A
 GJ0681'NORTH-SOUTH FENCE.
 GJ0681'
 GJ0681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RIETH NO 1 1963, SET
 GJ0681'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0681'IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0681'
 GJ0681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIETH NO 2 1963, SET IN
 GJ0681'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0681'IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 GJ0681'
 GJ0681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RIETH 1963, SET IN THE
 GJ0681'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0681'33.7 FEET SOUTH AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF THE
 GJ0681'ROAD, 2.5 FEET EAST OF A WITNESS POST, 4.7 FEET NORTH OF A
 GJ0681'POWERLINE POLE AND 1 FOOT NORTH OF A SOUTH RIGHT-OF-WAY FENCE.
 GJ0681'
 GJ0681'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GJ0681
 GJ0681                          STATION RECOVERY (1968)
 GJ0681
 GJ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GJ0681'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 GJ0681'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1963 DESCRIPTION
 GJ0681'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 GJ0681'FOUND ADEQUATE FOR RECOVERY.
 GJ0681'
 GJ0681'THE PROPERTY OWNER, MR. WALTER RIETH, WAS VERY UNHAPPY WHEN SURVEYORS
 GJ0681'OF OTHER ORGANIZATIONS USED THE STATION WITHOUT OBTAINING
 GJ0681'PERMISSION.  SEVERAL TRACKS WERE MADE WHILE DRIVING TO THE STATION
 GJ0681'AND DUE TO PROPERTY DAMAGE A LOCK WAS PUT ON THE GATE WEST OF THE
 GJ0681'STATION.  THE KEY WILL HAVE TO BE OBTAINED FROM MR. RIETH WHO
 GJ0681'LIVES 0.35 MILE NORTH AND 0.15 MILE EAST OF THE STATION, AND
 GJ0681'PERMISSION GRANTED BEFORE ENTERING PROPERTY.
 GJ0681'
 GJ0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 GJ0681'EAST-SOUTHEAST OF WOODWARD.
 GJ0681
 GJ0681                          STATION RECOVERY (1976)
 GJ0681
 GJ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0681'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0681'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1030 ***********************************************************************
 FJ1030  DESIGNATION -  RIM
 FJ1030  PID         -  FJ1030
 FJ1030  STATE/COUNTY-  OK/MCCLAIN
 FJ1030  COUNTRY     -  US
 FJ1030  USGS QUAD   -  NEWCASTLE (2018)
 FJ1030
 FJ1030                         *CURRENT SURVEY CONTROL
 FJ1030  ______________________________________________________________________
 FJ1030* NAD 83(1993) POSITION- 35 12 13.48820(N) 097 35 21.16104(W)   ADJUSTED
 FJ1030* NAVD 88 ORTHO HEIGHT -   405.    (meters)     1329.    (feet) SCALED
 FJ1030  ______________________________________________________________________
 FJ1030  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 FJ1030  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 FJ1030  HORZ ORDER      -  THIRD
 FJ1030
 FJ1030.The horizontal coordinates were established by classical geodetic methods
 FJ1030.and adjusted by the National Geodetic Survey in November 1994.
 FJ1030
 FJ1030.The orthometric height was scaled from a topographic map.
 FJ1030
 FJ1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1030.GEOID18 height accuracy estimate available here.
 FJ1030
 FJ1030.Click photographs - Photos may exist for this station.
 FJ1030
 FJ1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1030
 FJ1030. The following values were computed from the NAD 83(1993) position.
 FJ1030
 FJ1030;                    North         East     Units Scale Factor Converg.
 FJ1030;SPC OK S     -   207,554.965   637,406.631   MT  0.99999429   +0 13 59.4
 FJ1030;SPC OK S     -   680,953.25  2,091,224.92   sFT  0.99999429   +0 13 59.4
 FJ1030;UTM  14      - 3,896,549.744   628,421.260   MT  0.99980325   +0 48 48.3
 FJ1030
 FJ1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1030!SPC OK S     -   0.99994058  x   0.99999429  =   0.99993487
 FJ1030!UTM  14      -   0.99994058  x   0.99980325  =   0.99974385
 FJ1030
 FJ1030:                Primary Azimuth Mark                     Grid Az
 FJ1030:SPC OK S     -  RIM AZ MK                                270 48 38.5
 FJ1030:UTM  14      -  RIM AZ MK                                270 13 49.6
 FJ1030
 FJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2842196549(NAD 83)
 FJ1030
 FJ1030|---------------------------------------------------------------------|
 FJ1030| PID    Reference Object                     Distance      Geod. Az  |
 FJ1030|                                                           dddmmss.s |
 FJ1030| CL6151 RIM RM 1                              6.897 METERS 09445     |
 FJ1030| FJ1036 BLANCHARD MUNICIPAL TANK            APPROX. 9.8 KM 2202930.2 |
 FJ1030| FJ1029 ATT TV RELAY TOWER KKH 71           APPROX. 1.1 KM 2582508.7 |
 FJ1030| CL6150 RIM AZ MK                                          2710237.9 |
 FJ1030| CL6152 RIM RM 2                             20.261 METERS 34625     |
 FJ1030|---------------------------------------------------------------------|
 FJ1030
 FJ1030                          SUPERSEDED SURVEY CONTROL
 FJ1030
 FJ1030  NAD 83(1986)-  35 12 13.49448(N)    097 35 21.14601(W) AD(       ) 3
 FJ1030  NAD 27      -  35 12 13.25890(N)    097 35 20.01312(W) AD(       ) 3
 FJ1030
 FJ1030.Superseded values are not recommended for survey control.
 FJ1030
 FJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1030.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1030
 FJ1030_MARKER: DS = TRIANGULATION STATION DISK
 FJ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1030_STAMPING: RIM 1957
 FJ1030_MARK LOGO: CGS
 FJ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1030+STABILITY: SURFACE MOTION
 FJ1030
 FJ1030  HISTORY     - Date     Condition        Report By
 FJ1030  HISTORY     - 1957     MONUMENTED       CGS
 FJ1030
 FJ1030                          STATION DESCRIPTION
 FJ1030
 FJ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1030'STATION IS ON A LOW, BUT PROMINENT, RIDGE, ABOUT 5 MILES NORTHEAST
 FJ1030'OF BLANCHARD, ABOUT 8 MILES WEST OF NORMAN, ON THE ROAD
 FJ1030'RIGHT-OF-WAY, IN NORTHEAST 1/4 OF SECTION 2, T 8 N, R 4 W.
 FJ1030'
 FJ1030'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 277, AND
 FJ1030'STATE HIGHWAY 9, ABOUT 5 MILES NORTHEAST OF BLANCHARD, BY
 FJ1030'GOING NORTH ON HIGHWAYS 62 AND 277 FOR 1.4 MILES TO CROSSROADS
 FJ1030'AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF INTERSECTION,
 FJ1030'TURN RIGHT, EAST, FOR 0.6 MILE TO TOP OF RIDGE AND STATION
 FJ1030'ON THE RIGHT.
 FJ1030'
 FJ1030'STATION MARKS ARE STANDARD DISKS, STAMPED RIM 1957.  THE
 FJ1030'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1030'POST PROJECTING 6 INCHES.  IT IS 37 FEET SOUTH OF THE CENTER
 FJ1030'OF A GRADED ROAD, 66 FEET SOUTH OF A T FENCE CORNER AND 3
 FJ1030'FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS
 FJ1030'SET 2 FEET WEST OF THE MARK.  THE UNDERGROUND MARK WAS SET
 FJ1030'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ1030'SURFACE.
 FJ1030'
 FJ1030'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RIM NO 1 1957,
 FJ1030'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1030'4 INCHES.  IT IS 67 FEET SOUTHEAST OF THE T FENCE CORNER,
 FJ1030'38 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTH
 FJ1030'OF THE RIGHT-OF-WAY FENCE.
 FJ1030'
 FJ1030'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RIM NO 2 1957,
 FJ1030'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 FJ1030'THE GROUND SURFACE.  IT IS 27 FEET NORTH OF THE CENTER OF THE
 FJ1030'ROAD, 20 FEET WEST OF THE T FENCE CORNER AND 2 FEET SOUTH
 FJ1030'OF A ROAD RIGHT-OF-WAY FENCE.
 FJ1030'
 FJ1030'AZIMUTH MARK IS A STANDARD DISK, STAMPED RIM 1957, SET IN
 FJ1030'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 FJ1030'IT IS 47 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 62 AND 277,
 FJ1030'21 FEET NORTH OF THE CENTER OF A GRADED ROAD, 6 FEET SOUTHEAST
 FJ1030'OF A POWERLINE POLE AND 3 FEET SOUTHEAST OF A ROAD RIGHT-OF-WAY
 FJ1030'FENCE CORNER.  A WHITE POST WAS SET 2 FEET WEST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0939 ***********************************************************************
 EL0939  DESIGNATION -  RINGLING
 EL0939  PID         -  EL0939
 EL0939  STATE/COUNTY-  OK/JEFFERSON
 EL0939  COUNTRY     -  US
 EL0939  USGS QUAD   -  RINGLING (2018)
 EL0939
 EL0939                         *CURRENT SURVEY CONTROL
 EL0939  ______________________________________________________________________
 EL0939* NAD 83(1993) POSITION- 34 09 30.94104(N) 097 37 09.06264(W)   ADJUSTED
 EL0939* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 EL0939  ______________________________________________________________________
 EL0939  GEOID HEIGHT    -        -25.716 (meters)                     GEOID18
 EL0939  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 EL0939  HORZ ORDER      -  SECOND
 EL0939
 EL0939.The horizontal coordinates were established by classical geodetic methods
 EL0939.and adjusted by the National Geodetic Survey in November 1994.
 EL0939
 EL0939.The orthometric height was scaled from a topographic map.
 EL0939
 EL0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0939.GEOID18 height accuracy estimate available here.
 EL0939
 EL0939.Click photographs - Photos may exist for this station.
 EL0939
 EL0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0939
 EL0939. The following values were computed from the NAD 83(1993) position.
 EL0939
 EL0939;                    North         East     Units Scale Factor Converg.
 EL0939;SPC OK S     -    91,607.063   635,114.711   MT  0.99996336   +0 12 58.2
 EL0939;SPC OK S     -   300,547.51  2,083,705.51   sFT  0.99996336   +0 12 58.2
 EL0939;UTM  14      - 3,780,602.147   627,282.481   MT  0.99979971   +0 46 31.5
 EL0939
 EL0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0939!SPC OK S     -   0.99996211  x   0.99996336  =   0.99992547
 EL0939!UTM  14      -   0.99996211  x   0.99979971  =   0.99976183
 EL0939
 EL0939:                Primary Azimuth Mark                     Grid Az
 EL0939:SPC OK S     -  RINGLING AZ MK                           265 13 45.4
 EL0939:UTM  14      -  RINGLING AZ MK                           264 40 12.1
 EL0939
 EL0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2728280602(NAD 83)
 EL0939
 EL0939|---------------------------------------------------------------------|
 EL0939| PID    Reference Object                     Distance      Geod. Az  |
 EL0939|                                                           dddmmss.s |
 EL0939| EL0945 HEALDTON MAGNOLIA PETRO CO TK       APPROX.12.8 KM 0424333.1 |
 EL0939| EL0941 RINGLING MUNICIPAL TANK             APPROX. 3.1 KM 0433542.6 |
 EL0939| EL0940 WIRT SERV PLINE KKE 766 MAST        APPROX.10.0 KM 0482059.0 |
 EL0939| EL0923 HEALDTON MUNICIPAL TANK             APPROX.14.7 KM 0552251.0 |
 EL0939| EL0920 ZANEIS CONSOL SCH WATER TANK        APPROX.11.1 KM 0821316.5 |
 EL0939| CY3005 RINGLING RM 1                        21.048 METERS 10014     |
 EL0939| CY3004 RINGLING AZ MK                                     2652643.6 |
 EL0939| CY3006 RINGLING RM 2                        20.017 METERS 33734     |
 EL0939|---------------------------------------------------------------------|
 EL0939
 EL0939                          SUPERSEDED SURVEY CONTROL
 EL0939
 EL0939  NAD 83(1986)-  34 09 30.94494(N)    097 37 09.05189(W) AD(       ) 2
 EL0939  NAD 27      -  34 09 30.60870(N)    097 37 07.94890(W) AD(       ) 2
 EL0939
 EL0939.Superseded values are not recommended for survey control.
 EL0939
 EL0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0939.See file dsdata.pdf to determine how the superseded data were derived.
 EL0939
 EL0939_MARKER: DS = TRIANGULATION STATION DISK
 EL0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0939_STAMPING: RINGLING 1955
 EL0939_MARK LOGO: CGS
 EL0939_PROJECTION: RECESSED 30 CENTIMETERS
 EL0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0939+STABILITY: SURFACE MOTION
 EL0939
 EL0939  HISTORY     - Date     Condition        Report By
 EL0939  HISTORY     - 1955     MONUMENTED       CGS
 EL0939  HISTORY     - 1963     GOOD             CGS
 EL0939
 EL0939                          STATION DESCRIPTION
 EL0939
 EL0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0939'THE STATION IS IN THE SOUTHWEST CORNER OF A FIELD ABOUT 2 MILES
 EL0939'SOUTHWEST OF RINGLING ON LAND OWNED BY MR. ELDON SINGLETON.
 EL0939'IT IS 64 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 70, 35
 EL0939'FEET EAST OF THE CENTER OF A FARM DRIVE, 25 FEET NORTHEAST OF
 EL0939'A FENCE CORNER POST, AND 23.5 FEET EAST OF A FENCE, AND 13 FEET
 EL0939'NORTH OF A FENCE.  IT IS ABOUT 12 INCHES BELOW THE SURFACE
 EL0939'OF THE GROUND AND THE DISK IS STAMPED RINGLING 1955.
 EL0939'
 EL0939'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF U.S.
 EL0939'HIGHWAY NO. 70, 3 FEET NORTHEAST OF A TELEPHONE POLE AND 1
 EL0939'FOOT SOUTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 EL0939'GROUND AND THE DISK IS STAMPED RINGLING NO 1 1955.
 EL0939'
 EL0939'REFERENCE MARK NO. 2 IS 73 FEET NORTH OF A FENCE CORNER POST,
 EL0939'11 FEET EAST OF THE CENTER OF A FARM DRIVE AND 1 FOOT WEST OF
 EL0939'A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EL0939'THE DISK IS STAMPED RINGLING NO 2 1955.
 EL0939'
 EL0939'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EL0939'NO. 2 IS 118.3 FEET.
 EL0939'
 EL0939'THE AZIMUTH MARK IS 70 FEET WEST OF A T FENCE CORNER AND A
 EL0939'CONCRETE RIGHT-OF-WAY MARKER POST, 50 FEET SOUTH OF THE CENTER
 EL0939'OF U.S. HIGHWAY NO. 70, 2 FEET EAST OF A POWERLINE POLE, AND
 EL0939'1.5 FEET NORTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE
 EL0939'OF THE GROUND AND THE DISK IS STAMPED RINGLING 1955.
 EL0939'
 EL0939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 70
 EL0939'AND STATE ROUTE NO. 89 JUST SOUTH OF THE RINGLING PUBLIC
 EL0939'SCHOOLS, GO WESTERLY ON STATE ROUTE NO. 70 FOR 1.5 MILES TO
 EL0939'THE TOP OF THE HILL AND A WOODEN GATE LEADING INTO A FIELD ON
 EL0939'THE RIGHT.  TURN RIGHT THROUGH THIS GATE, THEN TURN SHARP LEFT
 EL0939'AND GO WEST ALONG THE NORTH SIDE OF A FENCE FOR ABOUT 100 YARDS
 EL0939'TO THE SOUTHWEST CORNER OF THE FIELD AND THE STATION AS
 EL0939'DESCRIBED.
 EL0939'
 EL0939'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 EL0939'U.S. HIGHWAY NO. 70 FOR 0.25 MILE TO A POWERLINE POLE ON
 EL0939'THE LEFT AND THE MARK AS DESCRIBED.
 EL0939'
 EL0939'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EL0939
 EL0939                          STATION RECOVERY (1963)
 EL0939
 EL0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0939'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EL0939'THE STATION IS IN THE SE 1/4 OF SEC. 33, T. 4 S., R. 4 W.
 EL0939'
 EL0939'STATION IS IN THE FRONT YARD OF A SMALL HOUSE, 74 FEET NORTH
 EL0939'FROM THE CENTER OF U.S. HIGHWAY 70, 22.5 FEET EAST FROM A
 EL0939'NORTH-SOUTH FENCE LINE BETWEEN TWO HOUSES, 56.5 FEET
 EL0939'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SMALL HOUSE
 EL0939'AND 32 FEET WEST OF THE EAST YARD FENCE.  THE MARK IS 12 INCHES
 EL0939'BELOW THE SURFACE OF THE GROUND.
 EL0939'
 EL0939'R.M. NO. 1 IS 50.0 FEET NORTH FROM THE CENTER OF U.S. HIGHWAY
 EL0939'70 AND 10.0 FEET WEST OF A CORNER FENCE POST, 3 FEET NORTHEAST
 EL0939'OF A TELEPHONE POLE.  THE MARK PROJECT 4 INCHES.
 EL0939'
 EL0939'R.M. NO. 2 IS 74.0 FEET NORTH FROM THE CENTER OF U.S. HIGHWAY
 EL0939'70 AND 11 FEET EAST FROM THE CENTER OF A DRIVEWAY TO FARM HOUSE
 EL0939'AND 18 INCHES WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 EL0939'LEVEL WITH GROUND SURFACE.
 EL0939'
 EL0939'AZIMUTH MARK RECOVERED AS DESCRIBED.
 EL0939'
 EL0939'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE
 EL0939'HIGHWAY 89 AT THE SOUTH EDGE OF RINGLING, GO SOUTHWEST AND
 EL0939'WEST ON HIGHWAY 70 FOR 1.8 MILES TO A STEEL GATE ON THE LEFT,
 EL0939'ROAD RIGHT LEADING TO FARMHOUSE AND STATION AS DESCCIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0941 ***********************************************************************
 EL0941  DESIGNATION -  RINGLING MUNICIPAL TANK
 EL0941  PID         -  EL0941
 EL0941  STATE/COUNTY-  OK/JEFFERSON
 EL0941  COUNTRY     -  US
 EL0941  USGS QUAD   -  RINGLING (2018)
 EL0941
 EL0941                         *CURRENT SURVEY CONTROL
 EL0941  ______________________________________________________________________
 EL0941* NAD 83(1993) POSITION- 34 10 44.83248(N) 097 35 44.40197(W)   ADJUSTED
 EL0941  ______________________________________________________________________
 EL0941  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 EL0941  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 EL0941  HORZ ORDER      -  THIRD
 EL0941
 EL0941.The horizontal coordinates were established by classical geodetic methods
 EL0941.and adjusted by the National Geodetic Survey in November 1994.
 EL0941
 EL0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0941.GEOID18 height accuracy estimate available here.
 EL0941
 EL0941.Click photographs - Photos may exist for this station.
 EL0941
 EL0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0941
 EL0941. The following values were computed from the NAD 83(1993) position.
 EL0941
 EL0941;                    North         East     Units Scale Factor Converg.
 EL0941;SPC OK S     -    93,892.181   637,274.049   MT  0.99996078   +0 13 46.2
 EL0941;SPC OK S     -   308,044.60  2,090,789.94   sFT  0.99996078   +0 13 46.2
 EL0941;UTM  14      - 3,782,907.871   629,419.066   MT  0.99980647   +0 47 20.5
 EL0941
 EL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2941982907(NAD 83)
 EL0941
 EL0941                          SUPERSEDED SURVEY CONTROL
 EL0941
 EL0941  NAD 83(1986)-  34 10 44.83608(N)    097 35 44.39130(W) AD(       ) 3
 EL0941  NAD 27      -  34 10 44.50300(N)    097 35 43.28900(W) AD(       ) 3
 EL0941
 EL0941.Superseded values are not recommended for survey control.
 EL0941
 EL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0941.See file dsdata.pdf to determine how the superseded data were derived.
 EL0941
 EL0941_MARKER: 53 = ELEVATED TANK
 EL0941
 EL0941  HISTORY     - Date     Condition        Report By
 EL0941  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0941  HISTORY     - 1968     GOOD             CGS
 EL0941
 EL0941                          STATION DESCRIPTION
 EL0941
 EL0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0941'THE STATION IS LOCATED IN THE NORTHWEST PART OF RINGLING, 240
 EL0941'FEET NORTH OF THE CENTER OF WEST MAIN STREET AND 165 FEET WEST
 EL0941'OF THE CENTER OF WEST THIRD STREET.  AN 8-LEGGED STEEL STRUCTURE
 EL0941'SUPPORTS THE TANK PROPER.  IT HAS AN OVER-ALL HEIGHT OF 145
 EL0941'FEET AND THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0941'THE TANK AND LEGS ARE PAINTED SILVER.
 EL0941
 EL0941                          STATION RECOVERY (1968)
 EL0941
 EL0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0941'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0538 ***********************************************************************
 GJ0538  DESIGNATION -  RINGWOOD FARMERS CO OP ELEV
 GJ0538  PID         -  GJ0538
 GJ0538  STATE/COUNTY-  OK/MAJOR
 GJ0538  COUNTRY     -  US
 GJ0538  USGS QUAD   -  RINGWOOD (2018)
 GJ0538
 GJ0538                         *CURRENT SURVEY CONTROL
 GJ0538  ______________________________________________________________________
 GJ0538* NAD 83(1993) POSITION- 36 22 37.93586(N) 098 14 37.82514(W)   ADJUSTED
 GJ0538  ______________________________________________________________________
 GJ0538  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 GJ0538  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 GJ0538  HORZ ORDER      -  THIRD
 GJ0538
 GJ0538.The horizontal coordinates were established by classical geodetic methods
 GJ0538.and adjusted by the National Geodetic Survey in November 1994.
 GJ0538
 GJ0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0538.GEOID18 height accuracy estimate available here.
 GJ0538
 GJ0538.Click photographs - Photos may exist for this station.
 GJ0538
 GJ0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0538
 GJ0538. The following values were computed from the NAD 83(1993) position.
 GJ0538
 GJ0538;                    North         East     Units Scale Factor Converg.
 GJ0538;SPC OK N     -   152,833.389   578,120.705   MT  0.99995209   -0 08 38.0
 GJ0538;SPC OK N     -   501,420.88  1,896,717.68   sFT  0.99995209   -0 08 38.0
 GJ0538;UTM  14      - 4,026,052.713   567,825.440   MT  0.99965668   +0 26 54.6
 GJ0538
 GJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6782526052(NAD 83)
 GJ0538
 GJ0538                          SUPERSEDED SURVEY CONTROL
 GJ0538
 GJ0538  NAD 83(1986)-  36 22 37.94083(N)    098 14 37.81153(W) AD(       ) 3
 GJ0538  NAD 27      -  36 22 37.81867(N)    098 14 36.56209(W) AD(       ) 3
 GJ0538
 GJ0538.Superseded values are not recommended for survey control.
 GJ0538
 GJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0538.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0538
 GJ0538_MARKER: 65 = GRAIN ELEVATOR
 GJ0538
 GJ0538  HISTORY     - Date     Condition        Report By
 GJ0538  HISTORY     - 1951     FIRST OBSERVED   CGS
 GJ0538
 GJ0538                          STATION DESCRIPTION
 GJ0538
 GJ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0538'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF RINGWOOD AND IS
 GJ0538'SITUATED JUST WEST OF THE RAILROAD TRACKS.
 GJ0538'
 GJ0538'THE ELEVATOR HAS A HEAD HOUSE PROJECTING FROM ITS TOP AND THE OVERALL
 GJ0538'HEIGHT IS 136 FEET.
 GJ0538'
 GJ0538'THE CENTER OF THE ELEVATOR WAS OBSERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0979 ***********************************************************************
 GH0979  DESIGNATION -  RIPLEY
 GH0979  PID         -  GH0979
 GH0979  STATE/COUNTY-  OK/PAYNE
 GH0979  COUNTRY     -  US
 GH0979  USGS QUAD   -  RIPLEY (2018)
 GH0979
 GH0979                         *CURRENT SURVEY CONTROL
 GH0979  ______________________________________________________________________
 GH0979* NAD 83(1993) POSITION- 36 00 02.12109(N) 096 54 15.14016(W)   ADJUSTED
 GH0979* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 GH0979  ______________________________________________________________________
 GH0979  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 GH0979  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 GH0979  HORZ ORDER      -  THIRD
 GH0979
 GH0979.The horizontal coordinates were established by classical geodetic methods
 GH0979.and adjusted by the National Geodetic Survey in November 1994.
 GH0979
 GH0979.The orthometric height was scaled from a topographic map.
 GH0979
 GH0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0979.GEOID18 height accuracy estimate available here.
 GH0979
 GH0979.Click photographs - Photos may exist for this station.
 GH0979
 GH0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0979
 GH0979. The following values were computed from the NAD 83(1993) position.
 GH0979
 GH0979;                    North         East     Units Scale Factor Converg.
 GH0979;SPC OK N     -   111,575.478   698,793.055   MT  0.99994963   +0 38 48.0
 GH0979;SPC OK N     -   366,060.55  2,292,623.55   sFT  0.99994963   +0 38 48.0
 GH0979;UTM  14      - 3,986,045.071   688,900.693   MT  1.00003970   +1 13 56.1
 GH0979
 GH0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0979!SPC OK N     -   0.99995889  x   0.99994963  =   0.99990852
 GH0979!UTM  14      -   0.99995889  x   1.00003970  =   0.99999859
 GH0979
 GH0979:                Primary Azimuth Mark                     Grid Az
 GH0979:SPC OK N     -  RIPLEY AZ MK                             189 09 45.9
 GH0979:UTM  14      -  RIPLEY AZ MK                             188 34 37.8
 GH0979
 GH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8890086045(NAD 83)
 GH0979
 GH0979|---------------------------------------------------------------------|
 GH0979| PID    Reference Object                     Distance      Geod. Az  |
 GH0979|                                                           dddmmss.s |
 GH0979| GH0980 RIPLEY MUNICIPAL TANK               APPROX. 1.9 KM 0073626.4 |
 GH0979| CI2178 RIPLEY RM 1                          26.362 METERS 08918     |
 GH0979| CI2177 RIPLEY AZ MK                                       1894833.9 |
 GH0979| CI2179 RIPLEY RM 2                          15.640 METERS 27002     |
 GH0979|---------------------------------------------------------------------|
 GH0979
 GH0979                          SUPERSEDED SURVEY CONTROL
 GH0979
 GH0979  NAD 83(1986)-  36 00 02.13210(N)    096 54 15.12257(W) AD(       ) 3
 GH0979  NAD 27      -  36 00 01.92062(N)    096 54 14.03059(W) AD(       ) 3
 GH0979
 GH0979.Superseded values are not recommended for survey control.
 GH0979
 GH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0979.See file dsdata.pdf to determine how the superseded data were derived.
 GH0979
 GH0979_MARKER: DS = TRIANGULATION STATION DISK
 GH0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0979_STAMPING: RIPLEY 1954
 GH0979_MARK LOGO: CGS
 GH0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0979+STABILITY: SURFACE MOTION
 GH0979
 GH0979  HISTORY     - Date     Condition        Report By
 GH0979  HISTORY     - 1954     MONUMENTED       CGS
 GH0979  HISTORY     - 20191211 POOR             MCA
 GH0979
 GH0979                          STATION DESCRIPTION
 GH0979
 GH0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0979'THE STATION IS IN THE SW 1/4 OF SEC. 29, T 18 N., R 4 E.,
 GH0979'1.25 MILES SOUTH OF RIPLEY, 1 MILE NORTH OF STATE HIGHWAY 33
 GH0979'AND 0.05 MILE EAST OF A PAVED ROAD.
 GH0979'
 GH0979'TO REACH FROM THE POST OFFICE IN RIPLEY, GO SOUTH ON A PAVED
 GH0979'ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO EAST
 GH0979'0.05 MILE TO THE TOP OF A SLIGHT RISE AND THE STATION SITE ON
 GH0979'THE NORTH SIDE OF THE ROAD.
 GH0979'
 GH0979'THE STATION MARK, 88 FEET WEST OF A FENCE CORNER, 26 FEET
 GH0979'NORTH OF THE CENTER OF A GRADED ROAD, 3 FEET NORTHWEST OF A
 GH0979'WHITE POST, PROJECTS 3 INCHES AND THE DISK IS STAMPED RIPLEY 1954.
 GH0979'
 GH0979'REFERENCE MARK NO. 1, EAST OF AND 2 FEET LOWER THAN THE STATION,
 GH0979'IS 26 FEET NORTH OF THE CENTER OF A GRADED ROAD, 1 FOOT WEST OF
 GH0979'A FENCE CORNER, PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GH0979'RIPLEY NO 1 1954.
 GH0979'
 GH0979'REFERENCE MARK NO. 2, WEST OF AND LEVEL WITH THE STATION, IS
 GH0979'26 FEET NORTH OF THE CENTER OF A GRADED ROAD, IT PROJECTS 4
 GH0979'INCHES AND THE DISK IS STAMPED RIPLEY NO 2 1954.
 GH0979'
 GH0979'THE AZIMUTH MARK, IS APPROXIMATELY 0.25 MILE SOUTH OF THE STATION,
 GH0979'32 FEET WEST OF THE CENTER OF A PAVED ROAD, 5 FEET EAST OF THE
 GH0979'WEST RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A WHITE POST
 GH0979'AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 GH0979'3 INCHES AND THE DISK IS STAMPED RIPLEY 1954.
 GH0979
 GH0979                          STATION RECOVERY (2019)
 GH0979
 GH0979'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0979'THE SURFACE MARK HAS BEEN DESTROYED, BUT THE SUB-SURFACE MARK REMAINS
 GH0979'2.50 FT (0.8 M) BELOW GRADE.  86.5 FT (26.4 M) EAST TO RIPLEY
 GH0979'REFERENCE MARK 1 (CI2178).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0980 ***********************************************************************
 GH0980  DESIGNATION -  RIPLEY MUNICIPAL TANK
 GH0980  PID         -  GH0980
 GH0980  STATE/COUNTY-  OK/PAYNE
 GH0980  COUNTRY     -  US
 GH0980  USGS QUAD   -  RIPLEY (2018)
 GH0980
 GH0980                         *CURRENT SURVEY CONTROL
 GH0980  ______________________________________________________________________
 GH0980* NAD 83(1993) POSITION- 36 01 02.13966(N) 096 54 05.27316(W)   ADJUSTED
 GH0980  ______________________________________________________________________
 GH0980  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 GH0980  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 GH0980  HORZ ORDER      -  THIRD
 GH0980
 GH0980.The horizontal coordinates were established by classical geodetic methods
 GH0980.and adjusted by the National Geodetic Survey in November 1994.
 GH0980
 GH0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0980.GEOID18 height accuracy estimate available here.
 GH0980
 GH0980.Click photographs - Photos may exist for this station.
 GH0980
 GH0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0980
 GH0980. The following values were computed from the NAD 83(1993) position.
 GH0980
 GH0980;                    North         East     Units Scale Factor Converg.
 GH0980;SPC OK N     -   113,427.950   699,019.219   MT  0.99994883   +0 38 53.9
 GH0980;SPC OK N     -   372,138.20  2,293,365.55   sFT  0.99994883   +0 38 53.9
 GH0980;UTM  14      - 3,987,899.927   689,107.923   MT  1.00004067   +1 14 03.7
 GH0980
 GH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8910787899(NAD 83)
 GH0980
 GH0980                          SUPERSEDED SURVEY CONTROL
 GH0980
 GH0980  NAD 83(1986)-  36 01 02.15074(N)    096 54 05.25570(W) AD(       ) 3
 GH0980  NAD 27      -  36 01 01.94062(N)    096 54 04.16178(W) AD(       ) 3
 GH0980
 GH0980.Superseded values are not recommended for survey control.
 GH0980
 GH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0980.See file dsdata.pdf to determine how the superseded data were derived.
 GH0980
 GH0980_MARKER: 53 = ELEVATED TANK
 GH0980
 GH0980  HISTORY     - Date     Condition        Report By
 GH0980  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0980  HISTORY     - 20191211 GOOD             MCA
 GH0980
 GH0980                          STATION DESCRIPTION
 GH0980
 GH0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0980'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL STEEL WATER TANK,
 GH0980'PAINTED SILVER, ABOUT 75 FEET HIGH.
 GH0980'
 GH0980'OBSERVED UPON FROM STATIONS TWIN AND LONG.
 GH0980
 GH0980                          STATION RECOVERY (2019)
 GH0980
 GH0980'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GH0980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1129 ***********************************************************************
 FH1129  DESIGNATION -  RIVER FORK
 FH1129  PID         -  FH1129
 FH1129  STATE/COUNTY-  OK/MCINTOSH
 FH1129  COUNTRY     -  US
 FH1129  USGS QUAD   -  EUFAULA (2018)
 FH1129
 FH1129                         *CURRENT SURVEY CONTROL
 FH1129  ______________________________________________________________________
 FH1129* NAD 83(1993) POSITION- 35 16 14.54669(N) 095 32 22.53732(W)   ADJUSTED
 FH1129* NAVD 88 ORTHO HEIGHT -   261.    (meters)      856.    (feet) SCALED
 FH1129  ______________________________________________________________________
 FH1129  GEOID HEIGHT    -        -30.105 (meters)                     GEOID18
 FH1129  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 FH1129  HORZ ORDER      -  FIRST
 FH1129
 FH1129.The horizontal coordinates were established by classical geodetic methods
 FH1129.and adjusted by the National Geodetic Survey in November 1994.
 FH1129
 FH1129.The orthometric height was scaled from a topographic map.
 FH1129
 FH1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1129.GEOID18 height accuracy estimate available here.
 FH1129
 FH1129.Click photographs - Photos may exist for this station.
 FH1129
 FH1129.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1129
 FH1129. The following values were computed from the NAD 83(1993) position.
 FH1129
 FH1129;                    North         East     Units Scale Factor Converg.
 FH1129;SPC OK S     -   217,635.997   823,843.295   MT  1.00000760   +1 23 47.6
 FH1129;SPC OK S     -   714,027.43  2,702,892.54   sFT  1.00000760   +1 23 47.6
 FH1129;UTM  15      - 3,906,021.500   268,998.274   MT  1.00025767   -1 28 01.6
 FH1129
 FH1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1129!SPC OK S     -   0.99996374  x   1.00000760  =   0.99997134
 FH1129!UTM  15      -   0.99996374  x   1.00025767  =   1.00022140
 FH1129
 FH1129:                Primary Azimuth Mark                     Grid Az
 FH1129:SPC OK S     -  RIVER FORK AZ MK                         279 03 06.8
 FH1129:UTM  15      -  RIVER FORK AZ MK                         281 54 56.0
 FH1129
 FH1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6899806021(NAD 83)
 FH1129
 FH1129|---------------------------------------------------------------------|
 FH1129| PID    Reference Object                     Distance      Geod. Az  |
 FH1129|                                                           dddmmss.s |
 FH1129| CI2184 RIVER FORK RM 1                      22.044 METERS 07134     |
 FH1129| CI2185 RIVER FORK RM 2                      44.268 METERS 12852     |
 FH1129| CI2183 RIVER FORK AZ MK                                   2802654.4 |
 FH1129|---------------------------------------------------------------------|
 FH1129
 FH1129                          SUPERSEDED SURVEY CONTROL
 FH1129
 FH1129  NAD 83(1986)-  35 16 14.56276(N)    095 32 22.53359(W) AD(       ) 1
 FH1129  NAD 27      -  35 16 14.21100(N)    095 32 21.59600(W) AD(       ) 1
 FH1129
 FH1129.Superseded values are not recommended for survey control.
 FH1129
 FH1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1129.See file dsdata.pdf to determine how the superseded data were derived.
 FH1129
 FH1129_MARKER: DS = TRIANGULATION STATION DISK
 FH1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1129_STAMPING: RIVER FORK 1940
 FH1129_MARK LOGO: CGS
 FH1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1129+STABILITY: SURFACE MOTION
 FH1129
 FH1129  HISTORY     - Date     Condition        Report By
 FH1129  HISTORY     - 1940     MONUMENTED       CGS
 FH1129  HISTORY     - 1960     POOR             CGS
 FH1129  HISTORY     - 19861222 GOOD             LOCSUR
 FH1129
 FH1129                          STATION DESCRIPTION
 FH1129
 FH1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1129'STATION IS ABOUT 2-1/2 MILES ESE OF EUFAULA, 8 MILES SW OF
 FH1129'TEXANA ON THE E END WHICH IS THE HIGHEST POINT OF THE PROMINENT
 FH1129'HILL WHICH LIES BETWEEN THE FORK FORMED BY THE NORTH AND SOUTH
 FH1129'CANADIAN RIVERS.  THE TOP OF HILL IS OPEN AND GRASSY WITH
 FH1129'SCATTERED TREES.
 FH1129'
 FH1129'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1129'SET IN CONCRETE.
 FH1129'
 FH1129'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 FH1129'OUTCROPPING BEDROCK.
 FH1129'
 FH1129'THE STATION IS 62.5 FEET S OF TRIANGLE BLAZE ON OAK TREE, 6.7
 FH1129'FEET SSE OF A WHITE WITNESS POST WHICH PROJECTS 6 INCHES, AND
 FH1129'IS STAMPED RIVER FORK 1940.
 FH1129'
 FH1129'REFERENCE MARK NO.1 IS 18 FEET E OF TRIANGLE BLAZE ON OAK
 FH1129'TREE, AT THE E EDGE OF DROP OFF OF TOP OF HILL INTO VALLEY,
 FH1129'PROJECTS 1 FOOT, IS 3 FEET BELOW THE STATION, AND IS STAMPED
 FH1129'RIVER FORK NO.1, 1940.  REFERENCE MARK NO.2 IS ABOUT 35 FEET
 FH1129'W OF THE E EDGE OF DROP OFF OF TOP OF HILL INTO VALLEY, PROJECTS
 FH1129'2 FEET, IS 4 FEET BELOW THE STATION, AND IS STAMPED RIVER
 FH1129'FORK NO.2, 1940.
 FH1129'
 FH1129'THE AZIMUTH MARK IS 33 FEET E OF ROAD, 2.4 FEET N OF A WHITE
 FH1129'WITNESS POST, PROJECTS 6 INCHES, AND IS STAMPED RIVER FORK
 FH1129'1940.
 FH1129'
 FH1129'TO REACH FROM THE RAILROAD DEPOT IN EUFAULA GO E ACROSS
 FH1129'TRACKS, TURN RIGHT (S) AND GO 0.1 MILE TO LEFT TURN, TURN
 FH1129'LEFT (E) AND GO 0.3 MILE, TURN RIGHT (S) ON TAR ROAD (OLD
 FH1129'U.S. HIGHWAY 69) AND GO 5.95 MILES TO THE AZIMUTH MARK ON
 FH1129'LEFT (E), CONTINUE S 0.05 MILE TO A NARROW TRACK ROAD LEADING
 FH1129'LEFT (E), TURN LEFT AND FOLLOW TRACK ROAD FOR 2.15 MILES
 FH1129'TO WHERE TRACK ROAD TURNS LEFT AND GOES OVER RIM OF HILL
 FH1129'NORTHEASTERLY AND DIM TRACKS LEAD RIGHT THROUGH BRUSH, TURN
 FH1129'RIGHT (S) AND FOLLOW TRACKS TO HIGHEST POINT OF HILL AND
 FH1129'STATION.
 FH1129'
 FH1129'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 FH1129
 FH1129                          STATION RECOVERY (1960)
 FH1129
 FH1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1129'THIS STATION RECOVERED AND THE STATION MARK HAD BEEN DISTURBED.
 FH1129'THE DISK HAS BEEN BROKEN OFF FROM THE SURFACE STATION MARK
 FH1129'BUT THE STEM OF THE DISK REMAINS.  THE REFERENCE AND AZIMUTH
 FH1129'MARK WERE RECOVERED IN GOOD CONDITION.
 FH1129'
 FH1129'DUE TO CHANGES IN ROADS AND ERRORS IN ORIGINAL DESCRIPTION
 FH1129'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FH1129'
 FH1129'TO REACH FROM EUFAULA, FROM THE JUNCTION OF U.S. HIGHWAY 69
 FH1129'AND STATE HIGHWAY 9, GO SOUTH ON U.S. 69 FOR 0.15 MILE, TURN
 FH1129'LEFT AND GO EAST FOR 0.1 MILE TO A T-INTERSECTION EAST OF
 FH1129'RAILROAD, TURN RIGHT AND GO SOUTH FOR 0.1 MILE, TURN LEFT
 FH1129'AND GO EAST FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 FH1129'GO SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON LEFT UNDER RIGHT
 FH1129'OF WAY FENCE LINE (THIS IS ABOUT 0.05 MILE NORTH OF A SIDE
 FH1129'ROAD EAST AND NEAR SOUTH EDGE OF CITY DUMP), CONTINUE SOUTH
 FH1129'FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR
 FH1129'1.0 MILE TO A CHURCH.  THE STATION WAS RECOVERED BY WALKING
 FH1129'ABOUT 1.25 MILES TO EAST-NORTHEAST TO HIGHEST POINT OF
 FH1129'RIDGE AND STATION.  IT WOULD BE POSSIBLE TO DRIVE TO
 FH1129'STATION IN A 4-WHEEL DRIVE TRUCK IN DRY WEATHER BY GOING
 FH1129'TO HOUSE ABOUT 0.15 MILE SOUTHEAST OF CHURCH.  FROM
 FH1129'HOUSE FOLLOW TRACK ROAD EASTERLY AND NORTHEAST FOR A
 FH1129'DISTANCE OF ABOUT 1.5 MILE TO HIGHEST POINT OF RIDGE AND
 FH1129'STATION.
 FH1129
 FH1129                          STATION RECOVERY (1986)
 FH1129
 FH1129'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 FH1129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0519 ***********************************************************************
 GJ0519  DESIGNATION -  RIVERSIDE CH OF CHRIST SPIRE
 GJ0519  PID         -  GJ0519
 GJ0519  STATE/COUNTY-  OK/ALFALFA
 GJ0519  COUNTRY     -  US
 GJ0519  USGS QUAD   -  AMORITA (2018)
 GJ0519
 GJ0519                         *CURRENT SURVEY CONTROL
 GJ0519  ______________________________________________________________________
 GJ0519* NAD 83(1997) POSITION- 36 56 34.05156(N) 098 22 23.08470(W)   ADJUSTED
 GJ0519  ______________________________________________________________________
 GJ0519  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 GJ0519  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 GJ0519  HORZ ORDER      -  THIRD
 GJ0519
 GJ0519.The horizontal coordinates were established by classical geodetic methods
 GJ0519.and adjusted by the National Geodetic Survey in October 1998.
 GJ0519
 GJ0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0519.GEOID18 height accuracy estimate available here.
 GJ0519
 GJ0519.Click photographs - Photos may exist for this station.
 GJ0519
 GJ0519.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0519
 GJ0519. The following values were computed from the NAD 83(1997) position.
 GJ0519
 GJ0519;                    North         East     Units Scale Factor Converg.
 GJ0519;SPC OK N     -   215,632.904   566,765.601   MT  1.00003688   -0 13 12.6
 GJ0519;SPC OK N     -   707,455.62  1,859,463.48   sFT  1.00003688   -0 13 12.6
 GJ0519;UTM  14      - 4,088,709.699   555,823.032   MT  0.99963839   +0 22 36.5
 GJ0519
 GJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5582388709(NAD 83)
 GJ0519
 GJ0519                          SUPERSEDED SURVEY CONTROL
 GJ0519
 GJ0519  NAD 83(1993)-  36 56 34.05155(N)    098 22 23.08630(W) AD(       ) 3
 GJ0519  NAD 83(1986)-  36 56 34.05546(N)    098 22 23.07514(W) AD(       ) 3
 GJ0519  NAD 27      -  36 56 33.96480(N)    098 22 21.81756(W) AD(       ) 3
 GJ0519
 GJ0519.Superseded values are not recommended for survey control.
 GJ0519
 GJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0519.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0519
 GJ0519_MARKER: 90 = CHURCH SPIRE
 GJ0519
 GJ0519  HISTORY     - Date     Condition        Report By
 GJ0519  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0519
 GJ0519                          STATION DESCRIPTION
 GJ0519
 GJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0519'POINT OBSERVED UPON IS THE TIP OF 50-FOOT SPIRE OF WHITE FRAME
 GJ0519'CHURCH OF CHRIST OF THE RIVERSIDE COMMUNITY.  SPIRE ATOP OPEN
 GJ0519'BELFRY ON SOUTH SIDE OF STRUCTURE.
 GJ0519'
 GJ0519'REACHED FROM KIOWA, KANSAS POST OFFICE BY GOING EAST ON STATE
 GJ0519'HIGHWAY 14 FOR 3.6 MILES THEN TURN RIGHT (SOUTH) WHERE STATE
 GJ0519'HIGHWAY 14 TURNS NORTH) AND GO 1.35 MILES TO STATE LINE, TURN
 GJ0519'LEFT (EAST) ON STATE LINE AND GO 0.1 MILE, TURN RIGHT (SOUTH)
 GJ0519'GO 1.0 MILE, TURN LEFT (EAST) GO 2.0 MILES, TURN RIGHT (SOUTH),
 GJ0519'GO 3.0 MILES, TURN LEFT (EAST) GO 0.5 MILE TO CHURCH ON LEFT.
 GJ0519'
 GJ0519'STATION OBSERVED UPON FROM DUNE, DREYER, SHROCK AND MARSH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0490 ***********************************************************************
 FJ0490  DESIGNATION -  RIVET 116 B
 FJ0490  PID         -  FJ0490
 FJ0490  STATE/COUNTY-  OK/GRADY
 FJ0490  COUNTRY     -  US
 FJ0490  USGS QUAD   -  TABLER (2018)
 FJ0490
 FJ0490                         *CURRENT SURVEY CONTROL
 FJ0490  ______________________________________________________________________
 FJ0490* NAD 83(1986) POSITION- 35 05 27.     (N) 097 45 12.     (W)   SCALED
 FJ0490* NAVD 88 ORTHO HEIGHT -   379.085 (meters)     1243.71  (feet) ADJUSTED
 FJ0490  ______________________________________________________________________
 FJ0490  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 FJ0490  DYNAMIC HEIGHT  -        378.708 (meters)     1242.48  (feet) COMP
 FJ0490  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FJ0490
 FJ0490  VERT ORDER      -  SECOND    CLASS 0
 FJ0490
 FJ0490.The horizontal coordinates were scaled from a map and have
 FJ0490.an estimated accuracy of +/- 6 seconds.
 FJ0490
 FJ0490.The orthometric height was determined by differential leveling and
 FJ0490.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0490.in June 1991.
 FJ0490
 FJ0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0490.GEOID18 height accuracy estimate available here.
 FJ0490
 FJ0490.Click photographs - Photos may exist for this station.
 FJ0490
 FJ0490.The dynamic height is computed by dividing the NAVD 88
 FJ0490.geopotential number by the normal gravity value computed on the
 FJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0490.degrees latitude (g = 980.6199 gals.).
 FJ0490
 FJ0490.The modeled gravity was interpolated from observed gravity values.
 FJ0490
 FJ0490;                    North         East    Units  Estimated Accuracy
 FJ0490;SPC OK S     -   194,980.      622,490.      MT  (+/- 180 meters Scaled)
 FJ0490
 FJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD136838(NAD 83)
 FJ0490
 FJ0490                          SUPERSEDED SURVEY CONTROL
 FJ0490
 FJ0490  NGVD 29 (??/??/92)  378.968  (m)         1243.33   (f) ADJ UNCH    2 0
 FJ0490
 FJ0490.Superseded values are not recommended for survey control.
 FJ0490
 FJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0490.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0490
 FJ0490_MARKER: B = BOLT
 FJ0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FJ0490_SP_SET: CULVERT
 FJ0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0490
 FJ0490  HISTORY     - Date     Condition        Report By
 FJ0490  HISTORY     - UNK      MONUMENTED
 FJ0490  HISTORY     - 1934     GOOD             CGS
 FJ0490
 FJ0490                          STATION DESCRIPTION
 FJ0490
 FJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0490'8.5 MI W FROM BLANCHARD.
 FJ0490'8.5 MI. W. OF BLANCHARD ALONG A.T. AND S.F. R.R. RIVET IN N.
 FJ0490'HEAD WALL OF CONCRETE CULVERT 116-B, NEAR EAST END OF HEAD
 FJ0490'WALL, 0.4 MI. W. OF M.P. 116.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0014 ***********************************************************************
 GJ0014  DESIGNATION -  RIVET 2
 GJ0014  PID         -  GJ0014
 GJ0014  STATE/COUNTY-  OK/ALFALFA
 GJ0014  COUNTRY     -  US
 GJ0014  USGS QUAD   -  CHEROKEE NORTH (2018)
 GJ0014
 GJ0014                         *CURRENT SURVEY CONTROL
 GJ0014  ______________________________________________________________________
 GJ0014* NAD 83(1986) POSITION- 36 45 12.85   (N) 098 21 45.15   (W)   HD_HELD1
 GJ0014* NAVD 88 ORTHO HEIGHT -   360.503 (meters)     1182.75  (feet) ADJUSTED
 GJ0014  ______________________________________________________________________
 GJ0014  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 GJ0014  DYNAMIC HEIGHT  -        360.192 (meters)     1181.73  (feet) COMP
 GJ0014  MODELED GRAVITY -    979,758.7   (mgal)                       NAVD 88
 GJ0014
 GJ0014  VERT ORDER      -  SECOND    CLASS 0
 GJ0014
 GJ0014.The horizontal coordinates were determined by differentially corrected
 GJ0014.hand held GPS observations or other comparable positioning techniques
 GJ0014.and have an estimated accuracy of +/- 3 meters.
 GJ0014
 GJ0014.The orthometric height was determined by differential leveling and
 GJ0014.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0014.in June 1991.
 GJ0014
 GJ0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0014.GEOID18 height accuracy estimate available here.
 GJ0014
 GJ0014.Click photographs - Photos may exist for this station.
 GJ0014
 GJ0014.The dynamic height is computed by dividing the NAVD 88
 GJ0014.geopotential number by the normal gravity value computed on the
 GJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0014.degrees latitude (g = 980.6199 gals.).
 GJ0014
 GJ0014.The modeled gravity was interpolated from observed gravity values.
 GJ0014
 GJ0014;                    North         East    Units  Estimated Accuracy
 GJ0014;SPC OK N     -   194,630.2     567,625.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0014
 GJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5690167725(NAD 83)
 GJ0014
 GJ0014                          SUPERSEDED SURVEY CONTROL
 GJ0014
 GJ0014  NGVD 29 (??/??/92)  360.351  (m)         1182.25   (f) ADJ UNCH    2 0
 GJ0014
 GJ0014.Superseded values are not recommended for survey control.
 GJ0014
 GJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0014.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0014
 GJ0014_MARKER: R = RIVET
 GJ0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0014_SP_SET: BOX CULVERT
 GJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0014+STABILITY: SURFACE MOTION
 GJ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0014+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2016
 GJ0014
 GJ0014  HISTORY     - Date     Condition        Report By
 GJ0014  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0014  HISTORY     - 1934     GOOD             CGS
 GJ0014  HISTORY     - 20161204 GOOD             OKDOT
 GJ0014
 GJ0014                          STATION DESCRIPTION
 GJ0014
 GJ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0014'0.7 MI S FROM CHEROKEE.
 GJ0014'0.7 MILE SOUTHWEST OF MILEPOST 300, SET IN NORTHEAST CORNER OF
 GJ0014'CONCRETE BOX CULVERT 6 FT X 3 FT X 34.5 FT, 60 FEET SOUTH OF
 GJ0014'CENTERLINE OF HIGHWAY.
 GJ0014
 GJ0014                          STATION RECOVERY (2016)
 GJ0014
 GJ0014'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GJ0014'THE TRACKS HAVE BEEN REMOVED A LONG TIME AGO BUT THE OLD RAILROAD BED
 GJ0014'IS STILL USED FOR A ROAD. THE STRUCTURE AND THE BM RIVET ARE IN GOOD
 GJ0014'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0023 ***********************************************************************
 GJ0023  DESIGNATION -  RIVET 3
 GJ0023  PID         -  GJ0023
 GJ0023  STATE/COUNTY-  OK/ALFALFA
 GJ0023  COUNTRY     -  US
 GJ0023  USGS QUAD   -  MANCHESTER NW (2018)
 GJ0023
 GJ0023                         *CURRENT SURVEY CONTROL
 GJ0023  ______________________________________________________________________
 GJ0023* NAD 83(1986) POSITION- 36 56 49.     (N) 098 14 31.     (W)   SCALED
 GJ0023* NAVD 88 ORTHO HEIGHT -   366.121 (meters)     1201.18  (feet) ADJUSTED
 GJ0023  ______________________________________________________________________
 GJ0023  GEOID HEIGHT    -        -28.193 (meters)                     GEOID18
 GJ0023  DYNAMIC HEIGHT  -        365.811 (meters)     1200.16  (feet) COMP
 GJ0023  MODELED GRAVITY -    979,773.5   (mgal)                       NAVD 88
 GJ0023
 GJ0023  VERT ORDER      -  SECOND    CLASS 0
 GJ0023
 GJ0023.The horizontal coordinates were scaled from a map and have
 GJ0023.an estimated accuracy of +/- 6 seconds.
 GJ0023
 GJ0023.The orthometric height was determined by differential leveling and
 GJ0023.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0023.in June 1991.
 GJ0023
 GJ0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0023.GEOID18 height accuracy estimate available here.
 GJ0023
 GJ0023.Click photographs - Photos may exist for this station.
 GJ0023
 GJ0023.The dynamic height is computed by dividing the NAVD 88
 GJ0023.geopotential number by the normal gravity value computed on the
 GJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0023.degrees latitude (g = 980.6199 gals.).
 GJ0023
 GJ0023.The modeled gravity was interpolated from observed gravity values.
 GJ0023
 GJ0023;                    North         East    Units  Estimated Accuracy
 GJ0023;SPC OK N     -   216,060.      578,450.      MT  (+/- 180 meters Scaled)
 GJ0023
 GJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF674892(NAD 83)
 GJ0023
 GJ0023                          SUPERSEDED SURVEY CONTROL
 GJ0023
 GJ0023  NGVD 29 (??/??/92)  365.985  (m)         1200.74   (f) ADJ UNCH    2 0
 GJ0023
 GJ0023.Superseded values are not recommended for survey control.
 GJ0023
 GJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0023.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0023
 GJ0023_MARKER: R = RIVET
 GJ0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0023_SP_SET: WATER TANK PIER
 GJ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0023
 GJ0023  HISTORY     - Date     Condition        Report By
 GJ0023  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0023  HISTORY     - 1934     GOOD             CGS
 GJ0023
 GJ0023                          STATION DESCRIPTION
 GJ0023
 GJ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0023'4.4 MI NE FROM BYRON.
 GJ0023'4.4 MILES NORTHEAST OF A.T. AND S.F. RR. STATION AT BYRON, 7 POLES
 GJ0023'SOUTHWEST OF MILE POST 285, IN THE NORTH CORNER OF THE NORTHWEST
 GJ0023'PIER OF A WATER TANK ON ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0695 ***********************************************************************
 GJ0695  DESIGNATION -  RNG GAGE RADIO GA
 GJ0695  PID         -  GJ0695
 GJ0695  STATE/COUNTY-  OK/ELLIS
 GJ0695  COUNTRY     -  US
 GJ0695  USGS QUAD   -  FARGO SW (2018)
 GJ0695
 GJ0695                         *CURRENT SURVEY CONTROL
 GJ0695  ______________________________________________________________________
 GJ0695* NAD 83(1993) POSITION- 36 19 03.34108(N) 099 44 18.64574(W)   ADJUSTED
 GJ0695  ______________________________________________________________________
 GJ0695  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 GJ0695  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 GJ0695  HORZ ORDER      -  THIRD
 GJ0695
 GJ0695.The horizontal coordinates were established by classical geodetic methods
 GJ0695.and adjusted by the National Geodetic Survey in November 1994.
 GJ0695
 GJ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0695.GEOID18 height accuracy estimate available here.
 GJ0695
 GJ0695.Click photographs - Photos may exist for this station.
 GJ0695
 GJ0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0695
 GJ0695. The following values were computed from the NAD 83(1993) position.
 GJ0695
 GJ0695;                    North         East     Units Scale Factor Converg.
 GJ0695;SPC OK N     -   147,589.315   443,896.532   MT  0.99994883   -1 01 33.5
 GJ0695;SPC OK N     -   484,215.94  1,456,350.54   sFT  0.99994883   -1 01 33.5
 GJ0695;UTM  14      - 4,019,428.335   433,706.957   MT  0.99965415   -0 26 14.7
 GJ0695
 GJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3370619428(NAD 83)
 GJ0695
 GJ0695                          SUPERSEDED SURVEY CONTROL
 GJ0695
 GJ0695  NAD 83(1986)-  36 19 03.34751(N)    099 44 18.63436(W) AD(       ) 3
 GJ0695  NAD 27      -  36 19 03.20967(N)    099 44 17.20798(W) AD(       ) 3
 GJ0695
 GJ0695.Superseded values are not recommended for survey control.
 GJ0695
 GJ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0695.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0695
 GJ0695_MARKER: 27 = RADIO RANGE MAST
 GJ0695
 GJ0695  HISTORY     - Date     Condition        Report By
 GJ0695  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0695
 GJ0695                          STATION DESCRIPTION
 GJ0695
 GJ0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0695'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF FIVE 70
 GJ0695'FOOT HIGH STEEL MASTS, LOCATED 1-1/2 MILES EAST OF THE TOWN OF GAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1022 ***********************************************************************
 FJ1022  DESIGNATION -  RNG OKLA CITY RADIO OKC
 FJ1022  PID         -  FJ1022
 FJ1022  STATE/COUNTY-  OK/OKLAHOMA
 FJ1022  COUNTRY     -  US
 FJ1022  USGS QUAD   -  MUSTANG (2018)
 FJ1022
 FJ1022                         *CURRENT SURVEY CONTROL
 FJ1022  ______________________________________________________________________
 FJ1022* NAD 83(1993) POSITION- 35 24 08.50221(N) 097 38 37.30131(W)   ADJUSTED
 FJ1022  ______________________________________________________________________
 FJ1022  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 FJ1022  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 FJ1022  HORZ ORDER      -  THIRD
 FJ1022
 FJ1022.The horizontal coordinates were established by classical geodetic methods
 FJ1022.and adjusted by the National Geodetic Survey in November 1994.
 FJ1022
 FJ1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1022.GEOID18 height accuracy estimate available here.
 FJ1022
 FJ1022.Click photographs - Photos may exist for this station.
 FJ1022
 FJ1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1022
 FJ1022. The following values were computed from the NAD 83(1993) position.
 FJ1022
 FJ1022;                    North         East     Units Scale Factor Converg.
 FJ1022;SPC OK N     -    44,703.067   632,367.450   MT  1.00003388   +0 12 37.0
 FJ1022;SPC OK N     -   146,663.31  2,074,692.21   sFT  1.00003388   +0 12 37.0
 FJ1022;SPC OK S     -   229,571.874   632,367.582   MT  1.00003778   +0 12 08.1
 FJ1022;SPC OK S     -   753,187.06  2,074,692.64   sFT  1.00003778   +0 12 08.1
 FJ1022;UTM  14      - 3,918,509.506   623,160.013   MT  0.99978693   +0 47 09.0
 FJ1022
 FJ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2316018509(NAD 83)
 FJ1022
 FJ1022                          SUPERSEDED SURVEY CONTROL
 FJ1022
 FJ1022  NAD 83(1986)-  35 24 08.50801(N)    097 38 37.28509(W) AD(       ) 3
 FJ1022  NAD 27      -  35 24 08.28985(N)    097 38 36.13529(W) AD(       ) 3
 FJ1022
 FJ1022.Superseded values are not recommended for survey control.
 FJ1022
 FJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1022.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1022
 FJ1022_MARKER: 42 = RADIO/TV MAST
 FJ1022
 FJ1022  HISTORY     - Date     Condition        Report By
 FJ1022  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1022  HISTORY     - 1961     GOOD             CGS
 FJ1022  HISTORY     - 1963     GOOD             CGS
 FJ1022  HISTORY     - 1970     GOOD             NGS
 FJ1022  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FJ1022
 FJ1022                          STATION DESCRIPTION
 FJ1022
 FJ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1022'THE STATION IS THE TOP OF THE CENTER ONE OF FIVE MASTS.  IT
 FJ1022'IS VERTICAL SKELETON STEEL STRUCTURE PAINTED RED AND WHITE.
 FJ1022'THE OTHER FOUR MASTS HAVE RED LIGHTS ON TOP.
 FJ1022'
 FJ1022'THE INSTALLATION IS LOCATED 1.4 MILES WEST OF THE WEST BOUNDARY
 FJ1022'OF WILL RODGERS AIRPORT.
 FJ1022
 FJ1022                          STATION RECOVERY (1961)
 FJ1022
 FJ1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 FJ1022'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FJ1022
 FJ1022                          STATION RECOVERY (1963)
 FJ1022
 FJ1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 FJ1022'THE STATION WAS RECOVERED AND FOUND TO BE IN ITS ORIGINAL
 FJ1022'POSITION.  THIS STATION IS NO LONGER A LOW FREQUENCY RADIO
 FJ1022'RANGE STATION AND THE 4 OUTSIDE TOWERS MAY BE REMOVED IN
 FJ1022'THE NEAR FUTURE.  THIS STATION IS NOW KNOWN AS OKC-SABH.
 FJ1022'(OKLAHOMA CITY-SIMULTANEOUS AUTOMATIC BROADCAST HOMER).
 FJ1022
 FJ1022                          STATION RECOVERY (1970)
 FJ1022
 FJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 FJ1022'STATION RECOVERED AS DESCRIBED.
 FJ1022'
 FJ1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES (APPROX.)
 FJ1022'SW OF OKLAHOMA CITY.
 FJ1022
 FJ1022                          STATION RECOVERY (1975)
 FJ1022
 FJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 FJ1022'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 FJ1022'EXCEPTION--THE FOUR MASTS AROUND THE CENTER MAST HAVE BEEN MOVED.
 FJ1022'
 FJ1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NORTHEAST
 FJ1022'OF WHEATLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0864 ***********************************************************************
 FJ0864  DESIGNATION -  RNG TINKER TIK
 FJ0864  PID         -  FJ0864
 FJ0864  STATE/COUNTY-  OK/OKLAHOMA
 FJ0864  COUNTRY     -  US
 FJ0864  USGS QUAD   -  SPENCER (2018)
 FJ0864
 FJ0864                         *CURRENT SURVEY CONTROL
 FJ0864  ______________________________________________________________________
 FJ0864* NAD 83(1993) POSITION- 35 30 30.84485(N) 097 22 51.60716(W)   ADJUSTED
 FJ0864  ______________________________________________________________________
 FJ0864  GEOID HEIGHT    -        -27.085 (meters)                     GEOID18
 FJ0864  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 FJ0864  HORZ ORDER      -  THIRD
 FJ0864
 FJ0864.The horizontal coordinates were established by classical geodetic methods
 FJ0864.and adjusted by the National Geodetic Survey in November 1994.
 FJ0864
 FJ0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0864.GEOID18 height accuracy estimate available here.
 FJ0864
 FJ0864.Click photographs - Photos may exist for this station.
 FJ0864
 FJ0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0864
 FJ0864. The following values were computed from the NAD 83(1993) position.
 FJ0864
 FJ0864;                    North         East     Units Scale Factor Converg.
 FJ0864;SPC OK N     -    56,606.426   656,155.589   MT  1.00001105   +0 21 55.1
 FJ0864;SPC OK N     -   185,716.25  2,152,737.13   sFT  1.00001105   +0 21 55.1
 FJ0864;UTM  14      - 3,930,648.732   646,822.766   MT  0.99986565   +0 56 25.9
 FJ0864
 FJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4682230648(NAD 83)
 FJ0864
 FJ0864                          SUPERSEDED SURVEY CONTROL
 FJ0864
 FJ0864  NAD 83(1986)-  35 30 30.85148(N)    097 22 51.58953(W) AD(       ) 3
 FJ0864  NAD 27      -  35 30 30.63364(N)    097 22 50.46112(W) AD(       ) 3
 FJ0864
 FJ0864.Superseded values are not recommended for survey control.
 FJ0864
 FJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0864.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0864
 FJ0864_MARKER: 42 = RADIO/TV MAST
 FJ0864
 FJ0864  HISTORY     - Date     Condition        Report By
 FJ0864  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0864
 FJ0864                          STATION DESCRIPTION
 FJ0864
 FJ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0864'THE STATION IS THE TOP OF THE CENTER ONE OF FIVE MASTS.  IT
 FJ0864'IS SKELETON FRAMEWORK OF STEEL, ABOUT 50 FEET HIGH AND PAINTED
 FJ0864'RED AND WHITE.
 FJ0864'
 FJ0864'THE INSTALLATION IS LOCATED APPROXIMATELY 4 MILES EAST OF THE
 FJ0864'EAST OKLAHOMA CITY LIMITS AND 0.5 MILE NORTH OF U.S. HIGHWAY
 FJ0864'62 AND 270.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0826 ***********************************************************************
 EM0826  DESIGNATION -  ROAD 1945
 EM0826  PID         -  EM0826
 EM0826  STATE/COUNTY-  OK/COMANCHE
 EM0826  COUNTRY     -  US
 EM0826  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0826
 EM0826                         *CURRENT SURVEY CONTROL
 EM0826  ______________________________________________________________________
 EM0826* NAD 83(1993) POSITION- 34 44 14.53798(N) 098 32 14.01453(W)   ADJUSTED
 EM0826* NAVD 88 ORTHO HEIGHT -   462.    (meters)     1516.    (feet) SCALED
 EM0826  ______________________________________________________________________
 EM0826  GEOID HEIGHT    -        -25.571 (meters)                     GEOID18
 EM0826  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 EM0826  HORZ ORDER      -  THIRD
 EM0826
 EM0826.The horizontal coordinates were established by classical geodetic methods
 EM0826.and adjusted by the National Geodetic Survey in November 1994.
 EM0826
 EM0826.The orthometric height was scaled from a topographic map.
 EM0826
 EM0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0826.GEOID18 height accuracy estimate available here.
 EM0826
 EM0826.Click photographs - Photos may exist for this station.
 EM0826
 EM0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0826
 EM0826. The following values were computed from the NAD 83(1993) position.
 EM0826
 EM0826;                    North         East     Units Scale Factor Converg.
 EM0826;SPC OK S     -   155,872.095   550,804.628   MT  0.99993950   -0 18 17.8
 EM0826;SPC OK S     -   511,390.37  1,807,098.18   sFT  0.99993950   -0 18 17.8
 EM0826;UTM  14      - 3,844,016.698   542,363.513   MT  0.99962212   +0 15 49.3
 EM0826
 EM0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0826!SPC OK S     -   0.99993148  x   0.99993950  =   0.99987098
 EM0826!UTM  14      -   0.99993148  x   0.99962212  =   0.99955362
 EM0826
 EM0826:                Primary Azimuth Mark                     Grid Az
 EM0826:SPC OK S     -  THOMAS                                   174 39 57.2
 EM0826:UTM  14      -  THOMAS                                   174 05 50.1
 EM0826
 EM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4236344016(NAD 83)
 EM0826
 EM0826|---------------------------------------------------------------------|
 EM0826| PID    Reference Object                     Distance      Geod. Az  |
 EM0826|                                                           dddmmss.s |
 EM0826| EM0825 THOMAS                              APPROX. 1.6 KM 1742139.4 |
 EM0826|---------------------------------------------------------------------|
 EM0826
 EM0826                          SUPERSEDED SURVEY CONTROL
 EM0826
 EM0826  NAD 83(1986)-  34 44 14.54361(N)    098 32 13.99951(W) AD(       ) 3
 EM0826  NAD 27      -  34 44 14.29700(N)    098 32 12.78400(W) AD(       ) 3
 EM0826
 EM0826.Superseded values are not recommended for survey control.
 EM0826
 EM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0826.See file dsdata.pdf to determine how the superseded data were derived.
 EM0826
 EM0826_MARKER: I = METAL ROD
 EM0826_SETTING: 66 = SET IN ROCK OUTCROP
 EM0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0826+STABILITY: POSITION/ELEVATION WELL
 EM0826
 EM0826  HISTORY     - Date     Condition        Report By
 EM0826  HISTORY     - 1945     MONUMENTED       USA
 EM0826  HISTORY     - 20120204 GOOD             GEOCAC
 EM0826
 EM0826                          STATION DESCRIPTION
 EM0826
 EM0826'DESCRIBED BY US ARMY 1945
 EM0826'ON THE N SIDE OF THE MT. SCOTT ROAD ABOUT 500 YDS. E OF THE
 EM0826'ROAD ENTRANCE.  MARKED BY A 3/8 IN REINFORCING ROD EMBEDDED
 EM0826'IN CEMENT ON ROCK OUTCROP AND ABOUT 25 FT. IN FROM EDGE OF
 EM0826'ROAD CUT, ABOUT 15 FT. ABOVE ROAD LEVEL.
 EM0826
 EM0826                          STATION RECOVERY (2012)
 EM0826
 EM0826'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 EM0826'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1077 ***********************************************************************
 DN1077  DESIGNATION -  ROBERTA
 DN1077  PID         -  DN1077
 DN1077  STATE/COUNTY-  OK/BRYAN
 DN1077  COUNTRY     -  US
 DN1077  USGS QUAD   -  ROBERTA (2018)
 DN1077
 DN1077                         *CURRENT SURVEY CONTROL
 DN1077  ______________________________________________________________________
 DN1077* NAD 83(1993) POSITION- 33 55 37.99813(N) 096 18 13.46086(W)   ADJUSTED
 DN1077* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 DN1077  ______________________________________________________________________
 DN1077  GEOID HEIGHT    -        -26.695 (meters)                     GEOID18
 DN1077  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DN1077  HORZ ORDER      -  FIRST
 DN1077
 DN1077.The horizontal coordinates were established by classical geodetic methods
 DN1077.and adjusted by the National Geodetic Survey in November 1994.
 DN1077
 DN1077.The orthometric height was scaled from a topographic map.
 DN1077
 DN1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1077.GEOID18 height accuracy estimate available here.
 DN1077
 DN1077.Click photographs - Photos may exist for this station.
 DN1077
 DN1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1077
 DN1077. The following values were computed from the NAD 83(1993) position.
 DN1077
 DN1077;                    North         East     Units Scale Factor Converg.
 DN1077;SPC OK S     -    67,194.483   756,835.024   MT  1.00000121   +0 57 46.2
 DN1077;SPC OK S     -   220,453.90  2,483,049.57   sFT  1.00000121   +0 57 46.2
 DN1077;UTM  14      - 3,757,361.153   749,240.945   MT  1.00036587   +1 30 20.4
 DN1077
 DN1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1077!SPC OK S     -   0.99997404  x   1.00000121  =   0.99997525
 DN1077!UTM  14      -   0.99997404  x   1.00036587  =   1.00033990
 DN1077
 DN1077:                Primary Azimuth Mark                     Grid Az
 DN1077:SPC OK S     -  ROBERTA AZ MK                            174 46 17.1
 DN1077:UTM  14      -  ROBERTA AZ MK                            174 13 42.9
 DN1077
 DN1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4924057361(NAD 83)
 DN1077
 DN1077|---------------------------------------------------------------------|
 DN1077| PID    Reference Object                     Distance      Geod. Az  |
 DN1077|                                                           dddmmss.s |
 DN1077| EL0743 CADDO MANNING SCHOOL CUPOLA         APPROX.23.0 KM 0084042.5 |
 DN1077| CY3013 ROBERTA RM 2                         33.103 METERS 05142     |
 DN1077| CY3011 ROBERTA AZ MK                                      1754403.3 |
 DN1077| CY3012 ROBERTA RM 1                         34.168 METERS 34623     |
 DN1077|---------------------------------------------------------------------|
 DN1077
 DN1077                          SUPERSEDED SURVEY CONTROL
 DN1077
 DN1077  NAD 83(1986)-  33 55 38.00361(N)    096 18 13.45312(W) AD(       ) 1
 DN1077  NAD 27      -  33 55 37.64830(N)    096 18 12.49560(W) AD(       ) 1
 DN1077
 DN1077.Superseded values are not recommended for survey control.
 DN1077
 DN1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1077.See file dsdata.pdf to determine how the superseded data were derived.
 DN1077
 DN1077_MARKER: DS = TRIANGULATION STATION DISK
 DN1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1077_STAMPING: ROBERTA 1955
 DN1077_MARK LOGO: CGS
 DN1077_PROJECTION: FLUSH
 DN1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1077+STABILITY: SURFACE MOTION
 DN1077
 DN1077  HISTORY     - Date     Condition        Report By
 DN1077  HISTORY     - 1955     MONUMENTED       CGS
 DN1077  HISTORY     - 1957     GOOD             CGS
 DN1077
 DN1077                          STATION DESCRIPTION
 DN1077
 DN1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1077'STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES EAST OF
 DN1077'CALERA, 6-1/2 MILES SOUTHEAST OF DURANT AND ON THE GROUNDS OF
 DN1077'THE ROBERTA SCHOOL IN THE SMALL TOWN OF ROBERTA.
 DN1077'
 DN1077'STATION IS REACHED BY GOING TO THE SOUTHEAST CORNER OF THE
 DN1077'ROBERTA SCHOOL GROUNDS IN THE TOWN OF ROBERTA AND THE STATION
 DN1077'MARK AS DESCRIBED BELOW.
 DN1077'
 DN1077'STATION MARK, STAMPED ROBERTA 1955, IS A STANDARD DISK SET
 DN1077'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 DN1077'GROUND.  IT IS 110.0 FEET WEST OF THE CENTERLINE OF STATE
 DN1077'HIGHWAY 70E, 100.0 FEET SOUTH SOUTHEAST OF THE SOUTHEAST
 DN1077'CORNER OF THE GYMNASIUM BUILDING AND 109.0 FEET SOUTHWEST OF A
 DN1077'WITNESS POST.
 DN1077'
 DN1077'REFERENCE MARK NUMBER 1, STAMPED ROBERTA NO 1 1955, IS A
 DN1077'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1077'THAT PROJECTS 4 INCHES AND IS AT ABOUT THE SAME ELEVATION AS
 DN1077'THE STATION.  IT IS 10.0 FEET NORTH OF THE SOUTHEAST CORNER
 DN1077'OF THE GYMNASIUM BUILDING AND 2.0 FEET EAST OF THE EAST SIDE.
 DN1077'
 DN1077'REFERENCE MARK NUMBER 2, STAMPED ROBERTA NO 2 1955, IS A STANDARD
 DN1077'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1077'PROJECTS 3 INCHES AND IS AT ABOUT THE SAME ELEVATION AS
 DN1077'THE STATION.  IT IS 24.0 FEET WEST OF THE CENTERLINE OF THE
 DN1077'HIGHWAY AND 2.0 FEET WEST OF A WITNESS POST.
 DN1077'
 DN1077'AZIMUTH MARK, STAMPED ROBERTA 1955, IS A STANDARD DISK SET IN
 DN1077'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 DN1077'INCHES.  TO REACH FROM THE STATION, GO SOUTH ON A SECTION
 DN1077'LINE ROAD FOR 0.3 MILE TO A FENCE CORNER AND THE AZIMUTH MARK
 DN1077'ON THE LEFT SIDE OF THE ROAD.  IT IS 20.0 FEET EAST OF THE
 DN1077'CENTERLINE OF THE ROAD AND 1.5 FEET NORTH OF A POWER LINE POLE
 DN1077'AT A FENCE CORNER.
 DN1077'
 DN1077'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DN1077
 DN1077                          STATION RECOVERY (1957)
 DN1077
 DN1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1077'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1077'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1077'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT THAT S.H.
 DN1077'70 E REFERRED TO IN THE 1955 DESCRIPTION HAS BEEN RELOCATED AND
 DN1077'IS NOW A COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1039 ***********************************************************************
 FJ1039  DESIGNATION -  ROBINETT
 FJ1039  PID         -  FJ1039
 FJ1039  STATE/COUNTY-  OK/GRADY
 FJ1039  COUNTRY     -  US
 FJ1039  USGS QUAD   -  BLANCHARD (2018)
 FJ1039
 FJ1039                         *CURRENT SURVEY CONTROL
 FJ1039  ______________________________________________________________________
 FJ1039* NAD 83(1993) POSITION- 35 14 29.63202(N) 097 41 11.35230(W)   ADJUSTED
 FJ1039* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) SCALED
 FJ1039  ______________________________________________________________________
 FJ1039  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 FJ1039  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 FJ1039  HORZ ORDER      -  SECOND
 FJ1039
 FJ1039.The horizontal coordinates were established by classical geodetic methods
 FJ1039.and adjusted by the National Geodetic Survey in November 1994.
 FJ1039
 FJ1039.The orthometric height was scaled from a topographic map.
 FJ1039
 FJ1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1039.GEOID18 height accuracy estimate available here.
 FJ1039
 FJ1039.Click photographs - Photos may exist for this station.
 FJ1039
 FJ1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1039
 FJ1039. The following values were computed from the NAD 83(1993) position.
 FJ1039
 FJ1039;                    North         East     Units Scale Factor Converg.
 FJ1039;SPC OK S     -   211,718.831   628,535.687   MT  1.00000164   +0 10 40.6
 FJ1039;SPC OK S     -   694,614.20  2,062,120.83   sFT  1.00000164   +0 10 40.6
 FJ1039;UTM  14      - 3,900,622.724   619,510.467   MT  0.99977602   +0 45 28.9
 FJ1039
 FJ1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1039!SPC OK S     -   0.99993667  x   1.00000164  =   0.99993831
 FJ1039!UTM  14      -   0.99993667  x   0.99977602  =   0.99971271
 FJ1039
 FJ1039:                Primary Azimuth Mark                     Grid Az
 FJ1039:SPC OK S     -  ROBINETT AZ MK                           313 56 20.4
 FJ1039:UTM  14      -  ROBINETT AZ MK                           313 21 32.1
 FJ1039
 FJ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1951000622(NAD 83)
 FJ1039
 FJ1039|---------------------------------------------------------------------|
 FJ1039| PID    Reference Object                     Distance      Geod. Az  |
 FJ1039|                                                           dddmmss.s |
 FJ1039| CL6165 ROBINETT RM 1                        73.335 METERS 05550     |
 FJ1039| CL6166 ROBINETT RM 2                        63.322 METERS 11032     |
 FJ1039| FJ1040 OKLA NATURAL GAS MICROWAVE          APPROX. 8.2 KM 2623548.8 |
 FJ1039| FJ1063 TUTTLE MUNICIPAL TANK               APPROX.13.1 KM 2942219.6 |
 FJ1039| FJ1076 UNION CITY FARMERS GRAIN ELEV       APPROX.28.5 KM 3061713.6 |
 FJ1039| FJ1074 UNION CITY ST JOSEPHS CATH CH       APPROX.28.8 KM 3062233.4 |
 FJ1039| CL6164 ROBINETT AZ MK                                     3140701.0 |
 FJ1039|---------------------------------------------------------------------|
 FJ1039
 FJ1039                          SUPERSEDED SURVEY CONTROL
 FJ1039
 FJ1039  NAD 83(1986)-  35 14 29.63764(N)    097 41 11.33596(W) AD(       ) 2
 FJ1039  NAD 27      -  35 14 29.40611(N)    097 41 10.18983(W) AD(       ) 2
 FJ1039
 FJ1039.Superseded values are not recommended for survey control.
 FJ1039
 FJ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1039.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1039
 FJ1039_MARKER: DS = TRIANGULATION STATION DISK
 FJ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1039_STAMPING: ROBINETT 1957
 FJ1039_MARK LOGO: CGS
 FJ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1039+STABILITY: SURFACE MOTION
 FJ1039
 FJ1039  HISTORY     - Date     Condition        Report By
 FJ1039  HISTORY     - 1957     MONUMENTED       CGS
 FJ1039  HISTORY     - 1986     GOOD             DMA
 FJ1039
 FJ1039                          STATION DESCRIPTION
 FJ1039
 FJ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1039'THE STATION IS 8 MILES SOUTHEAST OF TUTTLE, 5 MILES WEST-SOUTHWEST
 FJ1039'OF NEWCASTLE AND ON THE PROPERTY OF MR. ROBINETT.  IT IS
 FJ1039'ON THE HIGHEST POINT OF A HILL HAVING A FEW OAK TREES SCATTERED
 FJ1039'ABOUT, NEAR THE CENTER OF THE WEST SIDE OF SECTION 24, T 9 N,
 FJ1039'R 5 W.
 FJ1039'
 FJ1039'TO REACH THE STATION FROM THE CROSSROADS JUST SOUTHEAST
 FJ1039'OF THE SCHOOLHOUSE IN NEWCASTLE, GO WEST ON GRADED ROAD
 FJ1039'FOR 4.8 MILES TO A FARM DRIVEWAY ON THE LEFT (0.1 MILE BEFORE
 FJ1039'REACHING A CROSSROADS), TURN LEFT AND GO SOUTH FOR 0.1 MILE
 FJ1039'TO THE ROBINETT FARM HOME, CONTINUE SOUTHEAST AND SOUTH
 FJ1039'ON TRACK ROAD FOR 0.35 MILE TO THE HIGHEST PART OF HILL
 FJ1039'AND THE STATION.
 FJ1039'
 FJ1039'TO REACH THE AZIMUTH MARK FROM THE FARM DRIVEWAY, GO WEST
 FJ1039'FOR 0.1 MILE TO A CROSSROADS, CONTINUE WEST FOR 0.25 MILE
 FJ1039'TO THE MARK ON THE RIGHT.
 FJ1039'
 FJ1039'THE STATION MARKS ARE STANDARD DISKS, STAMPED ROBINETT 1957.
 FJ1039'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE,
 FJ1039'CONCRETE POST PROJECTING 5 INCHES.  IT IS 255 FEET SOUTHWEST
 FJ1039'OF A TRIANGULAR-BLAZED, 14-INCH OAK TREE (BLAZE ON SOUTH SIDE),
 FJ1039'217 FEET SOUTHWEST OF A TRIANGULAR-BLAZED, 18-INCH OAK TREE
 FJ1039'(BLAZE ON NORTH SIDE), 209 FEET WEST-NORTHWEST OF A T-FENCE
 FJ1039'CORNER, 196 FEET WEST OF A NORTH-SOUTH FENCE AND 191 FEET
 FJ1039'EAST OF A NORTH-SOUTH FENCE.  A WHITE POST WAS SET 1 FOOT
 FJ1039'SOUTHEAST OF THE MARK.
 FJ1039'
 FJ1039'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROBINETT NO 1 1957,
 FJ1039'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ1039'6 INCHES.  IT IS 34 FEET NORTH-NORTHEAST OF THE BLAZED 18-INCH
 FJ1039'OAK TREE, 18 FEET SOUTH OF THE 14 INCH BLAZED OAK TREE AND
 FJ1039'IN A NORTH-SOUTH FENCE LINE.
 FJ1039'
 FJ1039'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROBINETT NO
 FJ1039'2 1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 FJ1039'PROJECTING 6 INCHES.  IT IS 1 FOOT NORTH OF A T-FENCE CORNER
 FJ1039'AND IN A NORTH-SOUTH FENCE LINE.
 FJ1039'
 FJ1039'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROBINETT NO 2 1957,
 FJ1039'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 5
 FJ1039'INCHES.  IT IS 30 FEET WEST OF A POWERLINE POLE, 22 FEET NORTH
 FJ1039'OF THE CENTER OF THE GRADED ROAD AND 2 FEET EAST OF A T-FENCE
 FJ1039'CORNER.  A WHITE POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 FJ1039'
 FJ1039'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1039
 FJ1039                          STATION RECOVERY (1986)
 FJ1039
 FJ1039'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (DS)
 FJ1039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0822 ***********************************************************************
 GG0822  DESIGNATION -  ROBSON
 GG0822  PID         -  GG0822
 GG0822  STATE/COUNTY-  OK/ROGERS
 GG0822  COUNTRY     -  US
 GG0822  USGS QUAD   -  CATOOSA (2019)
 GG0822
 GG0822                         *CURRENT SURVEY CONTROL
 GG0822  ______________________________________________________________________
 GG0822* NAD 83(1993) POSITION- 36 10 05.86295(N) 095 39 11.18726(W)   ADJUSTED
 GG0822* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 GG0822  ______________________________________________________________________
 GG0822  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 GG0822  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 GG0822  HORZ ORDER      -  FIRST
 GG0822
 GG0822.The horizontal coordinates were established by classical geodetic methods
 GG0822.and adjusted by the National Geodetic Survey in November 1994.
 GG0822
 GG0822.The orthometric height was scaled from a topographic map.
 GG0822
 GG0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0822.GEOID18 height accuracy estimate available here.
 GG0822
 GG0822.Click photographs - Photos may exist for this station.
 GG0822
 GG0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0822
 GG0822. The following values were computed from the NAD 83(1993) position.
 GG0822
 GG0822;                    North         East     Units Scale Factor Converg.
 GG0822;SPC OK N     -   132,177.570   811,121.875   MT  0.99994541   +1 23 06.0
 GG0822;SPC OK N     -   433,652.58  2,661,155.68   sFT  0.99994541   +1 23 06.0
 GG0822;UTM  15      - 4,005,877.138   261,364.712   MT  1.00030172   -1 33 59.4
 GG0822
 GG0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0822!SPC OK N     -   0.99996988  x   0.99994541  =   0.99991530
 GG0822!UTM  15      -   0.99996988  x   1.00030172  =   1.00027159
 GG0822
 GG0822:                Primary Azimuth Mark                     Grid Az
 GG0822:SPC OK N     -  PETROL                                   260 02 31.8
 GG0822:UTM  15      -  PETROL                                   262 59 37.2
 GG0822
 GG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6136405877(NAD 83)
 GG0822
 GG0822|---------------------------------------------------------------------|
 GG0822| PID    Reference Object                     Distance      Geod. Az  |
 GG0822|                                                           dddmmss.s |
 GG0822| CI2198 ROBSON RM 1                          20.130 METERS 03437     |
 GG0822| CI2199 ROBSON RM 2                          22.555 METERS 09848     |
 GG0822| CI2200 ROBSON RM 3                                        1715004.1 |
 GG0822| GG0827 BROKEN ARROW MUNICIPAL TANK         APPROX.17.9 KM 2232247.8 |
 GG0822| GG0835 PETROL                              APPROX.25.7 KM 2612537.8 |
 GG0822|---------------------------------------------------------------------|
 GG0822
 GG0822                          SUPERSEDED SURVEY CONTROL
 GG0822
 GG0822  NAD 83(1986)-  36 10 05.88746(N)    095 39 11.17114(W) AD(       ) 1
 GG0822  NAD 27      -  36 10 05.53000(N)    095 39 10.24000(W) AD(       ) 1
 GG0822
 GG0822.Superseded values are not recommended for survey control.
 GG0822
 GG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0822.See file dsdata.pdf to determine how the superseded data were derived.
 GG0822
 GG0822_MARKER: DS = TRIANGULATION STATION DISK
 GG0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0822_STAMPING: ROBSON 1934
 GG0822_MARK LOGO: CGS
 GG0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0822+STABILITY: SURFACE MOTION
 GG0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0822+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2019
 GG0822
 GG0822  HISTORY     - Date     Condition        Report By
 GG0822  HISTORY     - 1934     MONUMENTED       CGS
 GG0822  HISTORY     - 1938     GOOD             CGS
 GG0822  HISTORY     - 1960     GOOD             CGS
 GG0822  HISTORY     - 1986     GOOD             USPSQD
 GG0822  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GG0822  HISTORY     - 20000515 GOOD             INDIV
 GG0822  HISTORY     - 20191122 GOOD             MCA
 GG0822
 GG0822                          STATION DESCRIPTION
 GG0822
 GG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0822'ABOUT 7-1/2 MILES SOUTHEAST OF CATOOSA AND ABOUT 20 MILES
 GG0822'SOUTHEAST OF CLAREMORE, IN THE SOUTHWEST QUARTER SEC. 31,
 GG0822'T20N, R16E., ON LAND OWNED BY A MR. ROBSON OF CLAREMORE,
 GG0822'ON HIGHEST POINT OF A GRAVEL PIT.
 GG0822'
 GG0822'TO REACH FROM CATOOSA GO SOUTH ON U.S. HIGHWAY 66 FOR 2
 GG0822'MILES TO JUNCTION WITH STATE HIGHWAY 33, HERE GO EAST ON
 GG0822'33 FOR 6.7 MILES TO A ROAD LEADING NORTH INTO FARMYARD OF
 GG0822'ODES BAKER, GO 1/2 MILE TO THE BAKER HOUSE, THEN NORTHWEST
 GG0822'THROUGH WOOD GATE AND FOLLOW ROAD THROUGH TIMBER 0.25 MILE TO
 GG0822'FORK, HERE TAKE LEFT FORK AND GO 0.45 MILE TO OLD SAND PIT AND
 GG0822'STATION.
 GG0822'
 GG0822'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0822'BRONZE DISKS SET IN CONCRETE.
 GG0822'
 GG0822'REFERENCE MARK NO. 1 IS 66.01 FEET N. OF STATION ON EDGE OF
 GG0822'GRAVEL PIT.  REFERENCE MARK NO. 2 IS 73.97 FEET E. OF STATION
 GG0822'ON EDGE OF GRAVEL PIT.  REFERENCE MARK NO. 3 IS SOUTH OF
 GG0822'STATION APPROXIMATELY 150 YARDS, IN SMALL CLEARING IN WOODS
 GG0822'100 FEET EAST OF DIM TRAIL.
 GG0822'
 GG0822'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GG0822
 GG0822                          STATION RECOVERY (1938)
 GG0822
 GG0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0822'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 6 MILES
 GG0822'EAST-SOUTHEAST OF CATOOSA AND 11 MILES SOUTH-SOUTHEAST OF
 GG0822'CLAREMORE, IN THE SOUTHWEST QUARTER SEC. 31, T20N,
 GG0822'R6E, ON LAND OWNED BY A MR. ROBSON OF CLAREMORE.  THE 1934
 GG0822'DESCRIPTION GIVES THE ABOVE DISTANCES AS 7.5 AND 20 MILES,
 GG0822'RESPECTIVELY, AND BOTH DIRECTIONS AS SOUTHEAST.
 GG0822'
 GG0822'TO REACH FROM CATOOSA, GO SOUTH ON U.S. HIGHWAY 66 FOR 2.0
 GG0822'MILES TO THE JUNCTION OF STATE HIGHWAY 33, THENCE LEFT (EAST)
 GG0822'ON 33 FOR 6.7 MILES TO THE BAKER HOUSE ON THE NORTH SIDE
 GG0822'OF THE ROAD, THENCE LEFT (NORTH) AND PAST THE BAKER HOUSE,
 GG0822'GO NORTHWEST THROUGH GATE AND FOLLOW TRAIL-ROAD THROUGH
 GG0822'TIMBER FOR 0.3 MILE TO A FORK, THENCE LEFT FORK FOR 0.45 MILE
 GG0822'TO AN OLD GRAVEL PIT AND STATION.
 GG0822'
 GG0822'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE
 GG0822'STATION ON THE EDGE OF AN OLD GRAVEL PIT.  REFERENCE MARK NO.
 GG0822'2 IS EAST OF THE STATION ON THE EDGE OF AN OLD GRAVEL
 GG0822'PIT.
 GG0822'
 GG0822'AZIMUTH MARK (R.M. NO. 3) IS SSE. OF THE STATION,
 GG0822'ABOUT 150 YARDS, IN A SMALL CLEARING ABOUT 100 FEET EAST
 GG0822'OF DIM TRAIL.
 GG0822
 GG0822                          STATION RECOVERY (1960)
 GG0822
 GG0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0822'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 GG0822'STATION RECOVERED IN A SMALL CLEARING AND THE OLD SAND PIT
 GG0822'IS NO LONGER VISABLE.  THE LAND, ON WHICH THE STATION IS
 GG0822'LOCATED, IS FENCED AND THE GATES ARE KEPT LOCKED.
 GG0822'
 GG0822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 GG0822'AND STATE HIGHWAY 33, ABOUT 2 MILES SOUTH OF CATOOSA, GO
 GG0822'EAST ON STATE HIGHWAY 33 FOR 6.1 MILES TO CROSSROADS, TURN
 GG0822'LEFT AND GO NORTH ON SURFACED ROAD FOR 0.45 MILE TO TOP OF A
 GG0822'HILL, LEAVE TRUCK AND WALK ABOUT DUE EAST FOR ABOUT 150
 GG0822'YARDS TO A SMALL CLEARING AND STATION.
 GG0822
 GG0822                          STATION RECOVERY (1986)
 GG0822
 GG0822'RECOVERY NOTE BY US POWER SQUADRON 1986 (RSF)
 GG0822'RECOVERED IN GOOD CONDITION.
 GG0822
 GG0822                          STATION RECOVERY (1986)
 GG0822
 GG0822'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0822'MARK NOT FOUND.
 GG0822
 GG0822                          STATION RECOVERY (2000)
 GG0822
 GG0822'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (BLK)
 GG0822'RECOVERED AS DESCRIBED
 GG0822
 GG0822                          STATION RECOVERY (2019)
 GG0822
 GG0822'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 GG0822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0954 ***********************************************************************
 EK0954  DESIGNATION -  ROCK
 EK0954  PID         -  EK0954
 EK0954  STATE/COUNTY-  OK/LE FLORE
 EK0954  COUNTRY     -  US
 EK0954  USGS QUAD   -  ALBION (2019)
 EK0954
 EK0954                         *CURRENT SURVEY CONTROL
 EK0954  ______________________________________________________________________
 EK0954* NAD 83(1993) POSITION- 34 41 26.24357(N) 095 02 25.81028(W)   ADJUSTED
 EK0954* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 EK0954  ______________________________________________________________________
 EK0954  GEOID HEIGHT    -        -31.761 (meters)                     GEOID18
 EK0954  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 EK0954  HORZ ORDER      -  SECOND
 EK0954
 EK0954.The horizontal coordinates were established by classical geodetic methods
 EK0954.and adjusted by the National Geodetic Survey in November 1994.
 EK0954
 EK0954.The orthometric height was scaled from a topographic map.
 EK0954
 EK0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0954.GEOID18 height accuracy estimate available here.
 EK0954
 EK0954.Click photographs - Photos may exist for this station.
 EK0954
 EK0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0954
 EK0954. The following values were computed from the NAD 83(1993) position.
 EK0954
 EK0954;                    North         East     Units Scale Factor Converg.
 EK0954;SPC OK S     -   154,530.288   871,124.242   MT  0.99993766   +1 40 47.5
 EK0954;SPC OK S     -   506,988.12  2,858,013.45   sFT  0.99993766   +1 40 47.5
 EK0954;UTM  15      - 3,840,629.981   313,088.606   MT  1.00003062   -1 09 42.0
 EK0954
 EK0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0954!SPC OK S     -   0.99997201  x   0.99993766  =   0.99990967
 EK0954!UTM  15      -   0.99997201  x   1.00003062  =   1.00000262
 EK0954
 EK0954:                Primary Azimuth Mark                     Grid Az
 EK0954:SPC OK S     -  ROCK AZ MK                               016 18 56.5
 EK0954:UTM  15      -  ROCK AZ MK                               019 09 26.0
 EK0954
 EK0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1308840629(NAD 83)
 EK0954
 EK0954|---------------------------------------------------------------------|
 EK0954| PID    Reference Object                     Distance      Geod. Az  |
 EK0954|                                                           dddmmss.s |
 EK0954| CY3024 ROCK AZ MK                                         0175944.0 |
 EK0954| CY3025 ROCK RM 1                            20.930 METERS 03216     |
 EK0954| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.16.1 KM 0540710.1 |
 EK0954| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.22.1 KM 1084044.4 |
 EK0954| CY3026 ROCK RM 2                            22.583 METERS 28159     |
 EK0954| EK0952 TALIHINA ST TB SANATORIUM TANK      APPROX. 9.3 KM 3351638.6 |
 EK0954|---------------------------------------------------------------------|
 EK0954
 EK0954                          SUPERSEDED SURVEY CONTROL
 EK0954
 EK0954  NAD 83(1986)-  34 41 26.24459(N)    095 02 25.79854(W) AD(       ) 2
 EK0954  NAD 27      -  34 41 25.88200(N)    095 02 24.94300(W) AD(       ) 2
 EK0954
 EK0954.Superseded values are not recommended for survey control.
 EK0954
 EK0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0954.See file dsdata.pdf to determine how the superseded data were derived.
 EK0954
 EK0954_MARKER: DS = TRIANGULATION STATION DISK
 EK0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0954_STAMPING: ROCK 1952
 EK0954_MARK LOGO: CGS
 EK0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0954+STABILITY: SURFACE MOTION
 EK0954
 EK0954  HISTORY     - Date     Condition        Report By
 EK0954  HISTORY     - 1952     MONUMENTED       CGS
 EK0954  HISTORY     - 1959     GOOD             CGS
 EK0954  HISTORY     - 1970     GOOD             NGS
 EK0954
 EK0954                          STATION DESCRIPTION
 EK0954
 EK0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0954'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF TALIHINA AND
 EK0954'4-1/2 MILES NORTHEAST OF ALBION ON THE RIGHT OF WAY OF U.S.
 EK0954'HIGHWAY 271.  STATION IS 39 FEET SOUTHEAST OF THE APPROXIMATE
 EK0954'CENTERLINE OF ROAD, 12 FEET NORTHWEST OF FENCE AND 4 FEET
 EK0954'SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 EK0954'AND THE DISK IS STAMPED ROCK 1952.
 EK0954'
 EK0954'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE APPROXIMATE
 EK0954'CENTERLINE OF ROAD AND 2 FEET NORTHWEST OF FENCE.  THE
 EK0954'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROCK
 EK0954'NO 1 1952.
 EK0954'
 EK0954'REFERENCE MARK NO. 2 IS 38 FEET NORTHWEST OF THE APPROXIMATE
 EK0954'CENTERLINE OF ROAD AND 4 FEET SOUTHEAST OF FENCE.  THE MARK
 EK0954'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROCK NO 2
 EK0954'1952.
 EK0954'
 EK0954'AZIMUTH MARK IS 51 FEET WEST OF THE APPROXIMATE CENTERLINE
 EK0954'OF ROAD, 11 FEET SOUTH OF LARGE TWIN OAK TREE, 2 FEET WEST
 EK0954'OF FENCE AND 2 FEET SOUTHEAST OF WITNESS POST.  THE MARK
 EK0954'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ROCK 1952.
 EK0954'
 EK0954'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 EK0954'HIGHWAY 63 NEAR THE CENTER OF THE VILLAGE OF TALIHINA GO
 EK0954'SOUTHEAST AND SOUTH ON HIGHWAY FOR 0.65 MILE TO JUNCTION
 EK0954'OF THE TWO HIGHWAYS.  CONTINUE SOUTH ON U.S. HIGHWAY 271
 EK0954'FOR 3.55 MILES TO AZIMUTH ON RIGHT OR WEST SIDE OF HIGHWAY
 EK0954'JUST AFTER CROSSING SMALL BRIDGE.  CONTINUE SOUTH AND SOUTHWEST
 EK0954'ON HIGHWAY FOR 0.35 MILE TO TOP OF SMALL GRADE AND STATION
 EK0954'ON LEFT AS DESCRIBED.
 EK0954'
 EK0954'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0954
 EK0954                          STATION RECOVERY (1959)
 EK0954
 EK0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0954'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 EK0954'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 EK0954'FROM TALIHINA IS ADEQUATE.
 EK0954
 EK0954                          STATION RECOVERY (1970)
 EK0954
 EK0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EK0954'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 EK0954'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE
 EK0954'TO HIGHWAY 271 BEING CHANGED AND IS NOW ABOUT 0.15 MILE WEST
 EK0954'OF STATION SITE.  A DESCRIPTION FOR FUTURE RECOVERY IS AS
 EK0954'FOLLOWS--
 EK0954'
 EK0954'STATION IS ABOUT 4 MILES SOUTH OF TALIHINA ABOUT 4.5 MILES
 EK0954'NORTHEAST OF ALBION, ABOUT 0.15 MILE DUE EAST OF THE HOME
 EK0954'AND ON LAND OF MR. OTIS UGENE BAXTER.
 EK0954'
 EK0954'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND
 EK0954'STATE HIGHWAY 63 AT THE SOUTH EDGE OF TALIHINA, GO SOUTH
 EK0954'ON U.S. HIGHWAY 271 FOR 3.75 MILES TO A PRIVATE DRIVEWAY
 EK0954'ON THE LEFT.  TURN LEFT, AND FOLLOW DRIVEWAY, UPHILL, 0.1
 EK0954'MILE TO A FARM HOUSE.  PASS THRU GATE, GO EAST ACROSS PASTURE
 EK0954'LAND ABOUT 0.1 MILE TO STATION.
 EK0954'
 EK0954'STATION MARK, A STANDARD DISK, STAMPED ROCK 1952, IS SET IN
 EK0954'A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 EK0954'GROUND.  IT IS ABOUT 125 YARDS DUE EAST OF A FARM HOUSE, 153
 EK0954'FEET NORTH OF A FENCE, 40 FEET EAST OF THE CENTER OF AN
 EK0954'OLD ROAD, 12 FEET WEST OF A FENCE, 5 FEET EAST OF A TELEPHONE
 EK0954'LINE, AND 4 FEET NORTHEAST OF A 4 IN X 4 IN WOODEN WITNESS
 EK0954'POST.
 EK0954'
 EK0954'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED ROCK NO 1
 EK0954'1952, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EK0954'ABOUT 4 INCHES ABOVE GROUND.  IT IS 50 FEET EAST OF THE CENTER
 EK0954'OF OLD ROAD, AND 2 FEET WEST OF A FENCE LINE.
 EK0954'
 EK0954'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED ROCK NO 2
 EK0954'1952, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 EK0954'ABOUT 4 INCHES ABOVE GROUND.  IT IS 38 FEET WEST OF THE CENTER
 EK0954'OF OLD ROAD AND ABOUT 8 FEET ABOVE ON THE BANK.
 EK0954'
 EK0954'AZIMUTH MARK, A STANDARD DISK, STAMPED ROCK 1952, IS SET
 EK0954'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 EK0954'ABOVE GROUND.  IT IS 0.35 MILE NORTH OF STATION, 50 FEET
 EK0954'WEST OF THE CENTER OF OLD ROAD, 10 FEET SOUTH OF A LARGE
 EK0954'TWIN OAK TREE, AND 2 FEET WEST OF A FENCE LINE.
 EK0954'
 EK0954'NOTE--TO DRIVE TO AZIMUTH MARK, OBTAIN PERMISSION AT THE FARM
 EK0954'HOUSE ABOUT 1 MILE NORTH OF STATION TO ENTER THROUGH A GATE
 EK0954'AND GO EAST TO THE OLD HIGHWAY ROAD.
 EK0954'
 EK0954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5
 EK0954'MILES SOUTH OF TALHINIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1096 ***********************************************************************
 FH1096  DESIGNATION -  ROCKHILL
 FH1096  PID         -  FH1096
 FH1096  STATE/COUNTY-  OK/WAGONER
 FH1096  COUNTRY     -  US
 FH1096  USGS QUAD   -  WAGONER WEST (2018)
 FH1096
 FH1096                         *CURRENT SURVEY CONTROL
 FH1096  ______________________________________________________________________
 FH1096* NAD 83(1993) POSITION- 35 53 07.34245(N) 095 28 43.31276(W)   ADJUSTED
 FH1096* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 FH1096  ______________________________________________________________________
 FH1096  GEOID HEIGHT    -        -29.363 (meters)                     GEOID18
 FH1096  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FH1096  HORZ ORDER      -  FIRST
 FH1096
 FH1096.The horizontal coordinates were established by classical geodetic methods
 FH1096.and adjusted by the National Geodetic Survey in November 1994.
 FH1096
 FH1096.The orthometric height was scaled from a topographic map.
 FH1096
 FH1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1096.GEOID18 height accuracy estimate available here.
 FH1096
 FH1096.Click photographs - Photos may exist for this station.
 FH1096
 FH1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1096
 FH1096. The following values were computed from the NAD 83(1993) position.
 FH1096
 FH1096;                    North         East     Units Scale Factor Converg.
 FH1096;SPC OK N     -   101,190.172   827,623.140   MT  0.99995746   +1 29 16.6
 FH1096;SPC OK N     -   331,988.09  2,715,293.59   sFT  0.99995746   +1 29 16.6
 FH1096;UTM  15      - 3,974,072.678   276,255.979   MT  1.00021691   -1 27 12.7
 FH1096
 FH1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1096!SPC OK N     -   0.99997399  x   0.99995746  =   0.99993145
 FH1096!UTM  15      -   0.99997399  x   1.00021691  =   1.00019089
 FH1096
 FH1096:                Primary Azimuth Mark                     Grid Az
 FH1096:SPC OK N     -  ROCKHILL AZ MK                           247 57 22.5
 FH1096:UTM  15      -  ROCKHILL AZ MK                           250 53 51.8
 FH1096
 FH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7625574072(NAD 83)
 FH1096
 FH1096|---------------------------------------------------------------------|
 FH1096| PID    Reference Object                     Distance      Geod. Az  |
 FH1096|                                                           dddmmss.s |
 FH1096| CI2205 ROCKHILL RM 1                        46.466 METERS 07552     |
 FH1096| FH1139 TAFT STATE ORPHANAGE WATER TK       APPROX.14.2 KM 2045117.1 |
 FH1096| FH1137 TAFT ST ASYLUM BLACK STEEL STK      APPROX.16.1 KM 2053821.7 |
 FH1096| FH1140 PORTER BLACK WATER TANK             APPROX. 4.6 KM 2411000.5 |
 FH1096| FH1138 PORTER HIGH SCHOOL BRICK STACK      APPROX. 4.2 KM 2471209.5 |
 FH1096| CI2204 ROCKHILL AZ MK                                     2492639.1 |
 FH1096| CI2206 ROCKHILL RM 2                        38.377 METERS 28443     |
 FH1096|---------------------------------------------------------------------|
 FH1096
 FH1096                          SUPERSEDED SURVEY CONTROL
 FH1096
 FH1096  NAD 83(1986)-  35 53 07.36510(N)    095 28 43.29808(W) AD(       ) 1
 FH1096  NAD 27      -  35 53 07.00200(N)    095 28 42.39300(W) AD(       ) 1
 FH1096
 FH1096.Superseded values are not recommended for survey control.
 FH1096
 FH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1096.See file dsdata.pdf to determine how the superseded data were derived.
 FH1096
 FH1096_MARKER: DS = TRIANGULATION STATION DISK
 FH1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1096_STAMPING: ROCKHILL 1934
 FH1096_MARK LOGO: CGS
 FH1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1096+STABILITY: SURFACE MOTION
 FH1096
 FH1096  HISTORY     - Date     Condition        Report By
 FH1096  HISTORY     - 1934     MONUMENTED       CGS
 FH1096  HISTORY     - 1940     GOOD             CGS
 FH1096  HISTORY     - 1955     GOOD             SSC
 FH1096  HISTORY     - 1960     GOOD             CGS
 FH1096
 FH1096                          STATION DESCRIPTION
 FH1096
 FH1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1096'STATION IS LOCATED 6 MILES W, 10 MILES N OF MUSKOGEE, 2-1/2 MILES
 FH1096'E 2 MILES N OF PORTER, IN T16N, R17E, IN NW 1/4 OF SEC.11
 FH1096'IN THE SCHOOLYARD OF ROCKHALL SCHOOL.
 FH1096'
 FH1096'STATION MARK IS 62 FEET S OF THE CENTER LINE OF THE ROAD LEADING
 FH1096'TO STATION, 46 FEET W OF W SIDE OF CONCRETE WALK LEADING TO
 FH1096'SCHOOLHOUSE, AND 100 FEET NNW OF NW CORNER OF SCHOOLHOUSE.
 FH1096'MARK IS A STANDARD DISK CAST IN TOP OF A CONCRETE POST, INSCRIBED
 FH1096'ROCKHILL 1934, PROJECTING APPROXIMATELY 1/2 INCH ABOVE SURFACE OF
 FH1096'GROUND.
 FH1096'
 FH1096'REFERENCE MARK NO.1 IS 152.49 FEET AND 46.478 METERS NE OF
 FH1096'STATION, 1 FOOT S OF E-W FENCE LINE.  MARK IS A STANDARD DISK
 FH1096'CAST IN TOP OF A CONCRETE POST, INSCRIBED ROCKHILL NO.1, 1934
 FH1096'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  REFERENCE MARK NO.2
 FH1096'IS 125.91 FEET AND 38.380 METERS NW OF THE STATION, 4 FEET SE
 FH1096'OF CORNER OF E-W, N-S FENCE LINES.  MARK IS A STANDARD DISK CAST
 FH1096'IN TOP OF CONCRETE POST, INSCRIBED ROCKHILL NO.2, 1934.
 FH1096'
 FH1096'TO REACH AZIMUTH MARK FROM STATION GO W 1.2 MILES, THEN S 0.5
 FH1096'MILE TO TOP OF HILL TO FARMHOUSE ON LEFT.  MARK IS ABOUT 250 FEET
 FH1096'NE OF RED BARN, 1 FOOT N OF E-W FENCE LINE.  IT IS A STANDARD
 FH1096'REFERENCE MARK CAST IN TOP OF A 12 - BY 12-INCH CONCRETE POST,
 FH1096'INSCRIBED ROCKHILL AZI. 1934, PROJECTING ABOUT 4 INCHES ABOVE
 FH1096'GROUND.
 FH1096'
 FH1096'STATION REACHED FROM PORTER POST OFFICE BY GOING 0.1 MILE S, THEN
 FH1096'LEFT (E) 0.2 MILE, THEN N 1.55 MILES, THEN RIGHT (E) 2.2 MILES
 FH1096'TO SCHOOLHOUSE, ON RIGHT AND STATION.
 FH1096'
 FH1096'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 FH1096
 FH1096                          STATION RECOVERY (1940)
 FH1096
 FH1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1096'STATION IS ABOUT 11 MILES NW OF MUSKOGEE AND ABOUT 2-1/2 MILES E
 FH1096'OF PORTER IN THE GROUNDS OF ROCKHILL SCHOOL WHICH IS A LEVEL AREA
 FH1096'ON TOP OF A SMALL HILL OVERLOOKING THE SURROUNDING COUNTRYSIDE.
 FH1096'
 FH1096'THE STATION MARK IS 62 FEET S OF ROAD LEADING TO STATION,
 FH1096'47 FEET W OF W SIDE OF CONCRETE SIDEWALK LEADING TO SCHOOLHOUSE,
 FH1096'105.5 FEET NNW OF NW CORNER OF SCHOOLHOUSE, 7.0 FEET S OF A WHITE
 FH1096'WITNESS POST, PROJECTS 3 INCHES, AND IS STAMPED ROCKHILL 1934.
 FH1096'THE STATION MARK WAS RECOVERED AS DESCRIBED EXCEPT THAT THE MARK
 FH1096'IS 105.5 FEET NNW OF NW CORNER OF SCHOOLHOUSE INSTEAD OF 100
 FH1096'FEET AS GIVEN IN ORIGINAL DESCRIPTION.
 FH1096'
 FH1096'REFERENCE MARK NO.1 IS NE OF STATION, 1 FOOT S OF THE E-W FENCE
 FH1096'LINE, PROJECTS 1 FOOT ABOVE DIRT MOUND WHICH IS ABOUT 18 INCHES
 FH1096'HIGH, AND STAMPED ROCK HILL NO.1, 1934.  REFERENCE MARK NO.2
 FH1096'IS NW OF STATION, 4 FEET SE OF CORNER OF THE E-W AND N-S FENCE
 FH1096'LINES.  IT IS FLUSH WITH THE GROUND AND STAMPED ROCKHILL NO.2
 FH1096'1934.
 FH1096'
 FH1096'REFERENCE MARKS NO.1 AND NO.2 WERE RECOVERED AS DESCRIBED IN
 FH1096'GOOD CONDITION.
 FH1096'
 FH1096'TO REACH THE AZIMUTH MARK GO W ON DIRT ROAD FROM THE SCHOOLHOUSE
 FH1096'FOR 1.2 MILES TO CROSSROADS, TURN LEFT (S) AND GO 0.5 MILE TO TOP
 FH1096'OF HILL AND FARMHOUSE ON LEFT, TURN INTO FARM YARD AND GO
 FH1096'NORTHEASTERLY TOWARDS RED BARN AND BEYOND ABOUT 250 FEET TO
 FH1096'AZIMUTH MARK NEAR FENCE LINE.
 FH1096'
 FH1096'THE AZIMUTH MARK IS 1 FOOT N OF THE E-W FENCE LINE, 3.5 FEET E OF
 FH1096'A WHITE WITNESS POST, PROJECTS 2 INCHES, AND IS STAMPED ROCKHILL
 FH1096'AZIMUTH 1934.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION
 FH1096'AS DESCRIBED, EXCEPT THAT THE MARK IS STAMPED ROCKHILL AZIMUTH
 FH1096'1934 INSTEAD OF ROCKHILL AZI. 1934.
 FH1096'
 FH1096'TO REACH STATION FROM THE POST OFFICE IN PORTER GO S 0.1 MILE ON
 FH1096'MAIN ROAD, TURN LEFT (E) AND GO 2.1 MILES TO DIRT ROAD LEADING
 FH1096'LEFT (N), TURN LEFT AND GO 2.2 MILES TO CROSSROADS, THE ROCKHILL
 FH1096'SCHOOL AND GROUNDS ARE VISIBLE FROM HERE, TURN RIGHT (E) AND
 FH1096'GO 0.2 MILE TO SCHOOL GROUNDS AND STATION ON RIGHT (S).
 FH1096'
 FH1096'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 FH1096
 FH1096                          STATION RECOVERY (1955)
 FH1096
 FH1096'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 FH1096'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1096'
 FH1096'STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 FH1096'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FH1096
 FH1096                          STATION RECOVERY (1960)
 FH1096
 FH1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1096'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1096'CONDITION.  THE SCHOOL HOUSE DESCRIBED NEAR THE STATION IS NOW
 FH1096'USED AS A DWELLING.
 FH1096'
 FH1096'THE AZIMUTH MARK IS IN AN OPEN PASTURE, ABOUT 250 FEET
 FH1096'NORTH-NORTHEAST OF AN OLD BARN, ABOUT 24 PACES EAST OF A
 FH1096'NORTH-SOUTH FENCE, ABOUT 30 YARDS SOUTHWEST OF A POND AND IS
 FH1096'FLUSH WITH THE GROUND.
 FH1096'
 FH1096'TO REACH FROM PORTER, FROM THE POST OFFICE, GO NORTH ON 51B FOR
 FH1096'0.4 MILE TO POINT WHERE HIGHWAY TURNS LEFT, TURN RIGHT AND GO
 FH1096'EAST FOR 1.3 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.5
 FH1096'MILE TO HOUSE ON RIGHT AND AZIMUTH MARK TO NORTHEAST OF HOUSE AS
 FH1096'DESCRIBED, CONTINUE NORTH FOR 0.5 MILE TO CROSSROADS, TURN RIGHT
 FH1096'AND GO EAST FOR 1.0 MILE TO CROSSROADS, CONTINUE EAST FOR 0.2
 FH1096'MILE TO HOUSE AND STATION ON RIGHT
 FH1096'
 FH1096'TO REACH THE STATION FROM THE MAIN INTERSECTION IN TULLAHASSEE
 FH1096'GO NORTHWEST ON STATE HIGHWAY 51B FOR 2.85 MILES TO ANGLING
 FH1096'CROSSROADS, TURN RIGHT AND GO NORTH FOR 2.1 MILES TO CROSSROADS,
 FH1096'TURN RIGHT AND GO EAST FOR 0.2 MILE TO STATION ON RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0815 ***********************************************************************
 EM0815  DESIGNATION -  ROCKY
 EM0815  PID         -  EM0815
 EM0815  STATE/COUNTY-  OK/COMANCHE
 EM0815  COUNTRY     -  US
 EM0815  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0815
 EM0815                         *CURRENT SURVEY CONTROL
 EM0815  ______________________________________________________________________
 EM0815* NAD 83(1993) POSITION- 34 42 59.19468(N) 098 33 18.32458(W)   ADJUSTED
 EM0815* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 EM0815  ______________________________________________________________________
 EM0815  GEOID HEIGHT    -        -25.553 (meters)                     GEOID18
 EM0815  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC18
 EM0815  HORZ ORDER      -  THIRD
 EM0815
 EM0815.The horizontal coordinates were established by classical geodetic methods
 EM0815.and adjusted by the National Geodetic Survey in November 1994.
 EM0815
 EM0815.The orthometric height was scaled from a topographic map.
 EM0815
 EM0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0815.GEOID18 height accuracy estimate available here.
 EM0815
 EM0815.Click photographs - Photos may exist for this station.
 EM0815
 EM0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0815
 EM0815. The following values were computed from the NAD 83(1993) position.
 EM0815
 EM0815;                    North         East     Units Scale Factor Converg.
 EM0815;SPC OK S     -   153,559.386   549,156.028   MT  0.99993860   -0 18 54.3
 EM0815;SPC OK S     -   503,802.75  1,801,689.40   sFT  0.99993860   -0 18 54.3
 EM0815;UTM  14      - 3,841,688.484   540,738.460   MT  0.99962045   +0 15 12.2
 EM0815
 EM0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0815!SPC OK S     -   0.99992158  x   0.99993860  =   0.99986019
 EM0815!UTM  14      -   0.99992158  x   0.99962045  =   0.99954206
 EM0815
 EM0815:                Primary Azimuth Mark                     Grid Az
 EM0815:SPC OK S     -  GRASS 1945                               182 35 20.8
 EM0815:UTM  14      -  GRASS 1945                               182 01 14.3
 EM0815
 EM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4073841688(NAD 83)
 EM0815
 EM0815|---------------------------------------------------------------------|
 EM0815| PID    Reference Object                     Distance      Geod. Az  |
 EM0815|                                                           dddmmss.s |
 EM0815| EM0810 GRASS 1945                          APPROX. 0.8 KM 1821626.5 |
 EM0815|---------------------------------------------------------------------|
 EM0815
 EM0815                          SUPERSEDED SURVEY CONTROL
 EM0815
 EM0815  NAD 83(1986)-  34 42 59.20023(N)    098 33 18.30978(W) AD(       ) 3
 EM0815  NAD 27      -  34 42 58.95600(N)    098 33 17.08500(W) AD(       ) 3
 EM0815
 EM0815.Superseded values are not recommended for survey control.
 EM0815
 EM0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0815.See file dsdata.pdf to determine how the superseded data were derived.
 EM0815
 EM0815_MARKER: I = METAL ROD
 EM0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0815_MARK LOGO: USA
 EM0815_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0815+STABILITY: SURFACE MOTION
 EM0815
 EM0815  HISTORY     - Date     Condition        Report By
 EM0815  HISTORY     - 1945     MONUMENTED       USA
 EM0815  HISTORY     - 20000104 GOOD             LOCSUR
 EM0815
 EM0815                          STATION DESCRIPTION
 EM0815
 EM0815'DESCRIBED BY US ARMY 1945
 EM0815'SUMMIT OF ROCKY HILL ABOUT 1-1/2 MILES S OF SCENIC HWY. AND
 EM0815'1-1/2 MILES NNE OF KETCH RANCH.  MARKED BY 1/2 IN IRON PIPE
 EM0815'EMBEDDED IN CONCRETE BLOCK 6 INCHES SQUARE.  ON HIGHEST POINT
 EM0815'OF HILL.  WOOD QUAD SIGNAL OVER STATION.
 EM0815
 EM0815                          STATION RECOVERY (2000)
 EM0815
 EM0815'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0815'RECOVERED IN GOOD CONDITION.  NOTE--A 50 CALIBER SHELL HAS BEEN DRIVEN
 EM0815'OVER IRON ROD.  WOOD TARGET HAS BEEN REPLACED BY A METAL TARGET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0815 ***********************************************************************
 EL0815  DESIGNATION -  ROFF MUNICIPAL TANK
 EL0815  PID         -  EL0815
 EL0815  STATE/COUNTY-  OK/PONTOTOC
 EL0815  COUNTRY     -  US
 EL0815  USGS QUAD   -  ROFF NORTH (2018)
 EL0815
 EL0815                         *CURRENT SURVEY CONTROL
 EL0815  ______________________________________________________________________
 EL0815* NAD 83(1993) POSITION- 34 37 35.95918(N) 096 50 29.78643(W)   ADJUSTED
 EL0815  ______________________________________________________________________
 EL0815  GEOID HEIGHT    -        -25.603 (meters)                     GEOID18
 EL0815  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 EL0815  HORZ ORDER      -  THIRD
 EL0815
 EL0815.The horizontal coordinates were established by classical geodetic methods
 EL0815.and adjusted by the National Geodetic Survey in November 1994.
 EL0815
 EL0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0815.GEOID18 height accuracy estimate available here.
 EL0815
 EL0815.Click photographs - Photos may exist for this station.
 EL0815
 EL0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0815
 EL0815. The following values were computed from the NAD 83(1993) position.
 EL0815
 EL0815;                    North         East     Units Scale Factor Converg.
 EL0815;SPC OK S     -   144,069.132   706,216.499   MT  0.99993622   +0 39 27.1
 EL0815;SPC OK S     -   472,666.81  2,316,978.63   sFT  0.99993622   +0 39 27.1
 EL0815;UTM  14      - 3,833,760.137   697,864.014   MT  1.00008257   +1 13 36.7
 EL0815
 EL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9786433760(NAD 83)
 EL0815
 EL0815                          SUPERSEDED SURVEY CONTROL
 EL0815
 EL0815  NAD 83(1986)-  34 37 35.96332(N)    096 50 29.77542(W) AD(       ) 3
 EL0815  NAD 27      -  34 37 35.64600(N)    096 50 28.72800(W) AD(       ) 3
 EL0815  USSD        -  34 37 35.52800(N)    096 50 29.10300(W) AD(       ) 3
 EL0815
 EL0815.Superseded values are not recommended for survey control.
 EL0815
 EL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0815.See file dsdata.pdf to determine how the superseded data were derived.
 EL0815
 EL0815_MARKER: 53 = ELEVATED TANK
 EL0815
 EL0815  HISTORY     - Date     Condition        Report By
 EL0815  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0815  HISTORY     - 1934     GOOD             CGS
 EL0815  HISTORY     - 1954     GOOD             CGS
 EL0815
 EL0815                          STATION DESCRIPTION
 EL0815
 EL0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0815'RECOVERED.
 EL0815
 EL0815                          STATION RECOVERY (1954)
 EL0815
 EL0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0815'THE STATION IS LOCATED NEAR THE CENTER OF TOWN AND ABOUT 0.05
 EL0815'MILE SOUTH OF STATE HIGHWAY NO. 12.  IT HAS A CONICAL ROOF AND IS
 EL0815'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.
 EL0815'
 EL0815'THE APPROXIMATE OVERALL HEIGHT IS 105 FEET.
 EL0815'
 EL0815'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0357 ***********************************************************************
 FJ0357  DESIGNATION -  ROGERS
 FJ0357  PID         -  FJ0357
 FJ0357  STATE/COUNTY-  OK/OKLAHOMA
 FJ0357  COUNTRY     -  US
 FJ0357  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0357
 FJ0357                         *CURRENT SURVEY CONTROL
 FJ0357  ______________________________________________________________________
 FJ0357* NAD 83(1993) POSITION- 35 23 43.07612(N) 097 36 04.08742(W)   ADJUSTED
 FJ0357* NAVD 88 ORTHO HEIGHT -   392.452 (meters)     1287.57  (feet) ADJUSTED
 FJ0357  ______________________________________________________________________
 FJ0357  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 FJ0357  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 FJ0357  DYNAMIC HEIGHT  -        392.072 (meters)     1286.32  (feet) COMP
 FJ0357  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 FJ0357
 FJ0357  HORZ ORDER      -  THIRD
 FJ0357  VERT ORDER      -  SECOND    CLASS 0
 FJ0357
 FJ0357.This mark is at Will Rogers World Airport (OKC)
 FJ0357
 FJ0357.The horizontal coordinates were established by classical geodetic methods
 FJ0357.and adjusted by the National Geodetic Survey in November 1994.
 FJ0357
 FJ0357.The orthometric height was determined by differential leveling and
 FJ0357.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0357.in August 1994.
 FJ0357
 FJ0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0357.GEOID18 height accuracy estimate available here.
 FJ0357
 FJ0357.Click photographs - Photos may exist for this station.
 FJ0357
 FJ0357.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0357
 FJ0357.The dynamic height is computed by dividing the NAVD 88
 FJ0357.geopotential number by the normal gravity value computed on the
 FJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0357.degrees latitude (g = 980.6199 gals.).
 FJ0357
 FJ0357.The modeled gravity was interpolated from observed gravity values.
 FJ0357
 FJ0357. The following values were computed from the NAD 83(1993) position.
 FJ0357
 FJ0357;                    North         East     Units Scale Factor Converg.
 FJ0357;SPC OK N     -    43,934.479   636,236.828   MT  1.00003552   +0 14 07.4
 FJ0357;SPC OK N     -   144,141.70  2,087,386.99   sFT  1.00003552   +0 14 07.4
 FJ0357;SPC OK S     -   228,802.710   636,236.854   MT  1.00003602   +0 13 35.0
 FJ0357;SPC OK S     -   750,663.56  2,087,387.08   sFT  1.00003602   +0 13 35.0
 FJ0357;UTM  14      - 3,917,779.983   627,035.975   MT  0.99979888   +0 48 37.3
 FJ0357
 FJ0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0357!SPC OK N     -   0.99994262  x   1.00003552  =   0.99997814
 FJ0357!SPC OK S     -   0.99994262  x   1.00003602  =   0.99997864
 FJ0357!UTM  14      -   0.99994262  x   0.99979888  =   0.99974151
 FJ0357
 FJ0357:                Primary Azimuth Mark                     Grid Az
 FJ0357:SPC OK N     -  ROGERS AZ MK                             179 39 21.6
 FJ0357:SPC OK S     -  ROGERS AZ MK                             179 39 54.0
 FJ0357:UTM  14      -  ROGERS AZ MK                             179 04 51.7
 FJ0357
 FJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2703517779(NAD 83)
 FJ0357
 FJ0357|---------------------------------------------------------------------|
 FJ0357| PID    Reference Object                     Distance      Geod. Az  |
 FJ0357|                                                           dddmmss.s |
 FJ0357| FJ0360 ROGERS RM 1                          15.517 METERS 17842     |
 FJ0357| FJ0356 ROGERS AZ MK                                       1795329.0 |
 FJ0357| FJ1022 RNG OKLA CITY RADIO OKC             APPROX. 3.9 KM 2812811.2 |
 FJ0357| FJ0361 ROGERS RM 2                          17.949 METERS 29354     |
 FJ0357| FJ1017 AIRPORT BCN WILL ROGERS APT         462.913 METERS 3395745.7 |
 FJ0357|---------------------------------------------------------------------|
 FJ0357
 FJ0357                          SUPERSEDED SURVEY CONTROL
 FJ0357
 FJ0357  NAD 83(1986)-  35 23 43.08196(N)    097 36 04.07111(W) AD(       ) 3
 FJ0357  NAD 27      -  35 23 42.86143(N)    097 36 02.92629(W) AD(       ) 3
 FJ0357  NAVD 88 (06/15/91)  392.524  (m)         1287.81   (f) SUPERSEDED  2 0
 FJ0357  NGVD 29 (??/??/92)  392.387  (m)         1287.36   (f) ADJ UNCH    2 0
 FJ0357
 FJ0357.Superseded values are not recommended for survey control.
 FJ0357
 FJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0357.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0357
 FJ0357_MARKER: DS = TRIANGULATION STATION DISK
 FJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0357_STAMPING: ROGERS 1957
 FJ0357_MARK LOGO: CGS
 FJ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0357+STABILITY: SURFACE MOTION
 FJ0357
 FJ0357  HISTORY     - Date     Condition        Report By
 FJ0357  HISTORY     - 1957     MONUMENTED       CGS
 FJ0357  HISTORY     - 1961     GOOD             CGS
 FJ0357  HISTORY     - 1963     GOOD             CGS
 FJ0357  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FJ0357  HISTORY     - 1963     POOR             CGS
 FJ0357  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 FJ0357
 FJ0357                          STATION DESCRIPTION
 FJ0357
 FJ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0357'STATION IS ABOUT 7 MILES SOUTHWEST OF OKLAHOMA CITY, ON THE
 FJ0357'GROUNDS OF THE WILL ROGERS AIRPORT, IN SECTION 27, T 11 N.,
 FJ0357'R 4 W.
 FJ0357'
 FJ0357'REACHED FROM THE MAIN GATE AT THE WILL ROGERS AIRPORT, GO
 FJ0357'SOUTH ON U.S. HIGHWAY 277 0.35 MILE TO THE STATION ON THE
 FJ0357'RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.35 MILE TO THE
 FJ0357'AZIMUTH MARK ON THE RIGHT.
 FJ0357'
 FJ0357'STATION MARKS ARE STANDARD DISK, STAMPED ROGERS 1957.  THE
 FJ0357'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 FJ0357'POST WHICH PROJECTS 1 INCH.  IT IS 448 FEET SOUTHEAST OF THE
 FJ0357'SOUTHEAST CORNER OF THE SOUTHERN MOST HANGER, 79 FEET SOUTHWEST
 FJ0357'OF A POWERLINE POLE, 53 FEET SOUTH OF THE CENTER OF A ENTRANCE
 FJ0357'DRIVE, 52 FEET NORTH OF A FENCE CORNER AND 42 FEET WEST OF THE
 FJ0357'CENTER OF U.S. HIGHWAY 277.  THE UNDERGROUND MARK IS SET
 FJ0357'IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 FJ0357'SURFACE.
 FJ0357'
 FJ0357'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROGERS NO 1
 FJ0357'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ0357'WHICH PROJECTS 4 INCHES.  IT IS 41 FEET WEST OF THE HIGHWAY,
 FJ0357'8 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A FENCE.
 FJ0357'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE
 FJ0357'MARK.
 FJ0357'
 FJ0357'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROGERS NO 2
 FJ0357'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ0357'WHICH PROJECTS 1 INCH.  IT IS 187 FEET EAST OF A FENCE, 96
 FJ0357'FEET WEST OF THE CENTER OF THE HIGHWAY, 75 FEET NORTH OF A
 FJ0357'FENCE AND 45 FEET SOUTH OF THE CENTER OF THE ENTRANCE DRIVE.
 FJ0357'
 FJ0357'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROGERS 1957, SET IN THE
 FJ0357'TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS 4
 FJ0357'INCHES.  IT IS 121 FEET NORTHWEST OF THE CENTER OF A ENTRANCE
 FJ0357'DRIVE LEADING TO A FARM HOUSE, 33 FEET WEST OF THE CENTER
 FJ0357'OF THE HIGHWAY AND 6 FEET WEST OF A WIRE FENCE.  A 4 IN X
 FJ0357'4 IN WHITE WITNESS POST WAS SET 6 FEET EAST OF THE MARK.
 FJ0357'
 FJ0357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ0357
 FJ0357                          STATION RECOVERY (1961)
 FJ0357
 FJ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 FJ0357'STATION AND REFERENCE MARK 1 AND 2 RECOVERED AS DESCRIBED.
 FJ0357'AZIMUTH MARK WAS FOUND ON ITS SIDE.  AZIMUTH MARK DISK WAS
 FJ0357'DESTROYED BY THIS PARTY.  1957 DESCRIPTION IS ADEQUATE.
 FJ0357
 FJ0357                          STATION RECOVERY (1963)
 FJ0357
 FJ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 FJ0357'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FJ0357'AND FOUND TO BE AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN
 FJ0357'DESTROYED.  IN THE NEAR FUTURE THIS STATION SHOULD BE MOVED
 FJ0357'ABOUT OCTOBER 1963.  A SITE CANNOT BE PICKED AT THIS TIME
 FJ0357'AS THE CONSTRUCTION FOR THE AIRPORT IS IN THE PLANNING STAGES.
 FJ0357
 FJ0357                          STATION RECOVERY (1963)
 FJ0357
 FJ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FJ0357'THE STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE RECOVERED
 FJ0357'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FJ0357'FOUND TO BE DESTROYED.
 FJ0357'
 FJ0357'THE STATION MARKS, REFERENCE MARKS NUMBERS 1 AND 2 WILL BE
 FJ0357'DESTROYED IN 1964 OR 1965, DUE TO CONSTRUCTION AND EXPANSION AT
 FJ0357'THE WILL ROGERS AIRPORT, OKLAHOMA CITY.
 FJ0357'
 FJ0357'A NEW STATION ROGERS 2 WAS ESTABLISHED IN LINE TOWARD
 FJ0357'TRIANGULATION STATION WHEATLAND 1957 BY TRAVERSE, TO A SITE
 FJ0357'ON THE AIRPORT THAT FUTURE CONSTRUCTION WILL NOT DISTURB.
 FJ0357'A NEW SURFACE AND UNDERGROUND STATION MARK, TWO NEW REFERENCE
 FJ0357'MARKS, AND A NEW AZIMUTH MARK WERE SET.
 FJ0357'
 FJ0357'THE ORIGINAL STATION MARK AND REFERENCE MARKS WERE LEFT
 FJ0357'INTACT AT THE TIME ROGERS 2 WAS ESTABLISHED, AS THE MARKS
 FJ0357'WILL BE USEFUL TO THE AIRPORT ENGINEER.  THE AIRPORT ENGINEER
 FJ0357'WILL SALVAGE ALL DISKS WHEN THE STATION IS DESTROYED.
 FJ0357'
 FJ0357'NOTE- ELEVATIONS WERE ESTABLISHED ON THE NEW STATION MARK
 FJ0357'AND REFERENCE MARKS.
 FJ0357'
 FJ0357'SEE DESCRIPTION FOR ROGERS 2.
 FJ0357
 FJ0357                          STATION RECOVERY (1963)
 FJ0357
 FJ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FJ0357'7.2 MI SW FROM OKLAHOMA CITY.
 FJ0357'LOCATED 7.2 MILES SOUTHWEST OF OKLAHOMA CITY AT WILL ROGERS
 FJ0357'AIRPORT.  TO REACH FROM A POINT ON U.S. RT. 62 OPPOSITE THE
 FJ0357'ADMINISTRATION BUILDING AT WILL ROGERS AIRPORT GO ABOUT 1400
 FJ0357'FT. SOUTH ON U.S. RT. 62 TO A FENCE CORNER ON THE WEST SIDE
 FJ0357'OF THE HIGHWAY.  MARK IS 42.5 FEET WEST OF THE CENTER LINE
 FJ0357'OF U.S. RT. 62, 54 FEET SOUTH OF THE CENTER LINE OF AN ACCESS
 FJ0357'ROAD TO THE MOST SOUTHERLY OF TWO HANGARS, 52.6 FEET NORTH OF
 FJ0357'CORNER FENCE POST AND IS ABOUT 1.0 FEET LOWER THAN THE HIGHWAY.
 FJ0357'MARK IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FJ0357'NOTE-- THIS MARK WILL BE DESTROYED IN ABOUT 1 YEAR, DUE TO
 FJ0357'CONSTRUCTION AND EXPANSION AT THE WILL ROGERS AIRPORT.
 FJ0357
 FJ0357                          STATION RECOVERY (2005)
 FJ0357
 FJ0357'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0357'MARK NOT FOUND.  DESTROYED AS A RESULT OF AIRPORT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1339 ***********************************************************************
 GL1339  DESIGNATION -  ROGERS
 GL1339  PID         -  GL1339
 GL1339  STATE/COUNTY-  OK/CIMARRON
 GL1339  COUNTRY     -  US
 GL1339  USGS QUAD   -  CONRAD SW (2018)
 GL1339
 GL1339                         *CURRENT SURVEY CONTROL
 GL1339  ______________________________________________________________________
 GL1339* NAD 83(1997) POSITION- 36 36 26.24079(N) 102 24 56.21841(W)   ADJUSTED
 GL1339* NAVD 88 ORTHO HEIGHT -  1254.6   (meters)     4116.    (feet) VERTCON3
 GL1339  ______________________________________________________________________
 GL1339  GEOID HEIGHT    -        -24.091 (meters)                     GEOID18
 GL1339  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC18
 GL1339  HORZ ORDER      -  FIRST
 GL1339
 GL1339.The horizontal coordinates were established by classical geodetic methods
 GL1339.and adjusted by the National Geodetic Survey in October 1998.
 GL1339
 GL1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1339
 GL1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1339.GEOID18 height accuracy estimate available here.
 GL1339
 GL1339.Click photographs - Photos may exist for this station.
 GL1339
 GL1339.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1339
 GL1339. The following values were computed from the NAD 83(1997) position.
 GL1339
 GL1339;                    North         East     Units Scale Factor Converg.
 GL1339;SPC OK N     -   187,318.936   205,092.682   MT  0.99997480   -2 36 21.1
 GL1339;SPC OK N     -   614,562.21    672,874.91   sFT  0.99997480   -2 36 21.1
 GL1339;SPC TX N     - 1,289,647.829   118,073.059   MT  1.00012648   -0 31 50.3
 GL1339;SPC TX N     - 4,231,119.59    387,378.03   sFT  1.00012648   -0 31 50.3
 GL1339;UTM  13      - 4,054,419.040   731,148.299   MT  1.00025831   +1 32 30.6
 GL1339
 GL1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1339!SPC OK N     -   0.99980692  x   0.99997480  =   0.99978172
 GL1339!SPC TX N     -   0.99980692  x   1.00012648  =   0.99993337
 GL1339!UTM  13      -   0.99980692  x   1.00025831  =   1.00006518
 GL1339
 GL1339:                Primary Azimuth Mark                     Grid Az
 GL1339:SPC OK N     -  BOISE CITY CIMARRON UTIL CO TK           329 29 44.6
 GL1339:SPC TX N     -  BOISE CITY CIMARRON UTIL CO TK           327 25 13.8
 GL1339:UTM  13      -  BOISE CITY CIMARRON UTIL CO TK           325 20 52.9
 GL1339
 GL1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA3114854419(NAD 83)
 GL1339
 GL1339|---------------------------------------------------------------------|
 GL1339| PID    Reference Object                     Distance      Geod. Az  |
 GL1339|                                                           dddmmss.s |
 GL1339| CM8881 KERRICK SW GABLE ELEVATOR                          1282148.8 |
 GL1339| CM9915 ROGERS RM 1                                        17636     |
 GL1339| GL1418 GRAIN ELEVATOR SOUTH GABLE          APPROX.21.8 KM 2815308.6 |
 GL1339| CM9916 ROGERS RM 2                          20.556 METERS 29304     |
 GL1339| GL1414 BOISE CITY CIMARRON UTIL CO TK      APPROX.16.1 KM 3265323.5 |
 GL1339|---------------------------------------------------------------------|
 GL1339
 GL1339                          SUPERSEDED SURVEY CONTROL
 GL1339
 GL1339  NAD 83(1993)-  36 36 26.24079(N)    102 24 56.21878(W) AD(       ) 1
 GL1339  NAD 83(1986)-  36 36 26.25406(N)    102 24 56.21002(W) AD(       ) 1
 GL1339  NAD 27      -  36 36 26.16400(N)    102 24 54.56000(W) AD(       ) 1
 GL1339  NGVD 29 (07/19/86) 1254.2    (m)         4115.     (f) VERT ANG       
 GL1339
 GL1339.Superseded values are not recommended for survey control.
 GL1339
 GL1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1339.See file dsdata.pdf to determine how the superseded data were derived.
 GL1339
 GL1339_MARKER: DS = TRIANGULATION STATION DISK
 GL1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1339_STAMPING: ROGERS 1931
 GL1339_MARK LOGO: CGS
 GL1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1339+STABILITY: SURFACE MOTION
 GL1339
 GL1339  HISTORY     - Date     Condition        Report By
 GL1339  HISTORY     - 1931     MONUMENTED       CGS
 GL1339
 GL1339                          STATION DESCRIPTION
 GL1339
 GL1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1339'STATION IS ABOUT 10 MILES SE OF BOISE CITY, ABOUT 1 MILE S
 GL1339'OF THE N FORK OF THE CANADIAN RIVER, IN THE SE 1/4 SEC. 28,
 GL1339'T 2 N, R 6 E.
 GL1339'
 GL1339'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GL1339'IN CONCRETE.  NO UNDERGROUND MARK SET.
 GL1339'
 GL1339'REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES ABOVE GROUND,
 GL1339'IS 0.82 FOOT N OF E-W FENCE LINE, AND IS APPROXIMATELY 0.3
 GL1339'MILE FROM STATION, S 03 DEG 24 MIN E.  REFERENCE
 GL1339'MARK NO. 2 PROJECTS ABOUT 2 INCHES ABOVE GROUND, AND IS 67.44
 GL1339'FEET FROM STATION, N 66 DEG 56 MIN W.
 GL1339'
 GL1339'BEARINGS FROM THE STATION ARE--ELEVATOR, SW GABLE,
 GL1339'DISTANT 6 MILES, S 51 DEG 38 MIN E.  GRAIN ELEVATOR,
 GL1339'S GABLE, DISTANT 13.5 MILES, N 78 DEG 07 MIN W.  BOISE
 GL1339'CITY, CIMARRON UTILITIES COMPANY, TANK, N 33 DEG 07 MIN W.
 GL1339'
 GL1339'STATION IS REACHED FROM BOISE CITY BY GOING W 0.2 MILE FROM
 GL1339'COURTHOUSE SQUARE S 3/4 MILE, W 2.0 MILES S 9.0 MILES TO
 GL1339'GATE TO E INTO LAND TO E AT SECTION LINE, THROUGH GATE AND
 GL1339'ALONG SECTION LINES ON DIM ROAD 7.0 MILES, THEN N ON W SIDE
 GL1339'OF WIRE FENCE 1.0 MILE, E THROUGH GATE AND 0.65 MILE ALONG
 GL1339'N SIDE OF FENCE, THEN NORTHWARD 0.3 MILE TO STATION ON HIGH
 GL1339'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0358 ***********************************************************************
 FJ0358  DESIGNATION -  ROGERS 2
 FJ0358  PID         -  FJ0358
 FJ0358  STATE/COUNTY-  OK/OKLAHOMA
 FJ0358  COUNTRY     -  US
 FJ0358  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0358
 FJ0358                         *CURRENT SURVEY CONTROL
 FJ0358  ______________________________________________________________________
 FJ0358* NAD 83(1993) POSITION- 35 23 41.76915(N) 097 36 12.27132(W)   ADJUSTED
 FJ0358* NAVD 88 ORTHO HEIGHT -   389.89  (meters)     1279.2   (feet) RESET
 FJ0358  ______________________________________________________________________
 FJ0358  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 FJ0358  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 FJ0358  HORZ ORDER      -  SECOND
 FJ0358  VERT ORDER      -  THIRD
 FJ0358
 FJ0358.This mark is at Will Rogers World Airport (OKC)
 FJ0358
 FJ0358.The horizontal coordinates were established by classical geodetic methods
 FJ0358.and adjusted by the National Geodetic Survey in November 1994.
 FJ0358
 FJ0358.The orthometric height was computed from unverified reset data.
 FJ0358
 FJ0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0358.GEOID18 height accuracy estimate available here.
 FJ0358
 FJ0358.Click photographs - Photos may exist for this station.
 FJ0358
 FJ0358.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0358
 FJ0358. The following values were computed from the NAD 83(1993) position.
 FJ0358
 FJ0358;                    North         East     Units Scale Factor Converg.
 FJ0358;SPC OK N     -    43,893.353   636,030.464   MT  1.00003561   +0 14 02.6
 FJ0358;SPC OK N     -   144,006.78  2,086,709.95   sFT  1.00003561   +0 14 02.6
 FJ0358;SPC OK S     -   228,761.616   636,030.484   MT  1.00003593   +0 13 30.4
 FJ0358;SPC OK S     -   750,528.74  2,086,710.01   sFT  1.00003593   +0 13 30.4
 FJ0358;UTM  14      - 3,917,736.798   626,830.083   MT  0.99979823   +0 48 32.5
 FJ0358
 FJ0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0358!SPC OK N     -   0.99994302  x   1.00003561  =   0.99997863
 FJ0358!SPC OK S     -   0.99994302  x   1.00003593  =   0.99997895
 FJ0358!UTM  14      -   0.99994302  x   0.99979823  =   0.99974126
 FJ0358
 FJ0358:                Primary Azimuth Mark                     Grid Az
 FJ0358:SPC OK N     -  ROGERS 2 AZ MK                           358 16 32.3
 FJ0358:SPC OK S     -  ROGERS 2 AZ MK                           358 17 04.5
 FJ0358:UTM  14      -  ROGERS 2 AZ MK                           357 42 02.4
 FJ0358
 FJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2683017736(NAD 83)
 FJ0358
 FJ0358|---------------------------------------------------------------------|
 FJ0358| PID    Reference Object                     Distance      Geod. Az  |
 FJ0358|                                                           dddmmss.s |
 FJ0358| FJ0359 ROGERS 2 RM 3                        20.186 METERS 02008     |
 FJ0358| FJ0357 ROGERS                              210.415 METERS 07858     |
 FJ0358| FJ0362 ROGERS 2 RM 4                        22.550 METERS 31457     |
 FJ0358| FJ1372 ROGERS 2 AZ MK                                     3583034.9 |
 FJ0358|---------------------------------------------------------------------|
 FJ0358
 FJ0358                          SUPERSEDED SURVEY CONTROL
 FJ0358
 FJ0358  NAD 83(1986)-  35 23 41.77499(N)    097 36 12.25498(W) AD(       ) 2
 FJ0358  NAD 27      -  35 23 41.55456(N)    097 36 11.10999(W) AD(       ) 2
 FJ0358  NGVD 29             389.82   (m)         1278.9    (f) LEVELING    3  
 FJ0358
 FJ0358.Superseded values are not recommended for survey control.
 FJ0358
 FJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0358.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0358
 FJ0358_MARKER: DS = TRIANGULATION STATION DISK
 FJ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0358_STAMPING: ROGERS 2 1963
 FJ0358_MARK LOGO: CGS
 FJ0358_PROJECTION: FLUSH
 FJ0358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FJ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0358+STABILITY: SURFACE MOTION
 FJ0358
 FJ0358  HISTORY     - Date     Condition        Report By
 FJ0358  HISTORY     - 1963     MONUMENTED       CGS
 FJ0358  HISTORY     - 1963     GOOD             CGS
 FJ0358  HISTORY     - 1967     GOOD             CGS
 FJ0358  HISTORY     - 1967     GOOD             CGS
 FJ0358  HISTORY     - 1971     GOOD             NGS
 FJ0358  HISTORY     - 1975     GOOD             NGS
 FJ0358  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0358  HISTORY     - 19920320 GOOD             NGS
 FJ0358  HISTORY     - 19940303 MARK NOT FOUND   NGS
 FJ0358
 FJ0358                          STATION DESCRIPTION
 FJ0358
 FJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FJ0358'THE STATION IS ABOUT 7 MILES SOUTHWEST OF OKLAHOMA CITY,
 FJ0358'ON THE GROUNDS OF THE WILL ROGERS AIRPORT, IN SECTION 27,
 FJ0358'T 11 N., R 4 W.
 FJ0358'
 FJ0358'TO REACH THE STATION FROM THE CONTROL TOWER AT THE WILL ROGERS
 FJ0358'AIRPORT, GO SOUTH ON A TAXI-WAY FOR 0.45 MILE TO THE
 FJ0358'NORTHWEST-SOUTHEAST RUNWAY AND THE STATION ON THE RIGHT.
 FJ0358'TO REACH THE AZIMUTH MARK FROM THE CONTROL TOWER, GO NORTH
 FJ0358'ON A TAXI-WAY TO A POINT ABOUT MIDWAY OF THE TWO LARGE HANGARS
 FJ0358'AND AZIMUTH MARK IN PLOT OF GROUND ON THE LEFT.
 FJ0358'
 FJ0358'STATION MARKS ARE STANDARD DISKS STAMPED ROGERS 2 1963.  THE
 FJ0358'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 FJ0358'WITH THE SURFACE OF THE GROUND.  IT IS 110 FEET SOUTHWEST
 FJ0358'OF THE SOUTHWEST EDGE OF THE TAXI-WAY, 98 FEET NORTH OF A
 FJ0358'LANDING LIGHT, 75 FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY,
 FJ0358'AND 39 FEET SOUTH OF THE SOUTH CORNER OF A WATER INLET.  THE
 FJ0358'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0358'40 INCHES BELOW THE SURFACE OF THE GROUND.
 FJ0358'
 FJ0358'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROGERS 2 NO 3
 FJ0358'1963, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 FJ0358'THE SURFACE OF THE GROUND.  IT IS 136 FEET NORTHEAST OF THE
 FJ0358'NORTHEAST EDGE OF RUNWAY, 87 FEET WEST OF THE WEST EDGE
 FJ0358'OF TAXI-WAY, AND 34 FEET NORTHEAST OF THE EAST CORNER OF
 FJ0358'WATER INLET.
 FJ0358'
 FJ0358'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ROGERS 2 NO
 FJ0358'4 1963, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 FJ0358'THE SURFACE OF THE GROUND.  IT IS 75 FEET NORTHEAST OF THE
 FJ0358'NORTHEAST EDGE OF RUNWAY, AND 46 FEET WEST OF THE WATER
 FJ0358'INLET.
 FJ0358'
 FJ0358'AZIMUTH MARK, A STANDARD DISK STAMPED ROGERS 2 1963, IS SET
 FJ0358'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 FJ0358'THE GROUND.  IT IS 156 FEET SOUTH OF THE SOUTH EDGE OF AN
 FJ0358'EAST-WEST TAXI-WAY, 100 FEET NORTH OF THE EXTENDED LINE OF
 FJ0358'THE NORTH SIDE OF HANGAR NO. 3, 50 FEET WEST OF THE WEST
 FJ0358'EDGE OF APRON, AND 44 FEET EAST OF THE EAST EDGE OF A
 FJ0358'TAXI-WAY.
 FJ0358'
 FJ0358'NOTE- REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 FJ0358
 FJ0358                          STATION RECOVERY (1963)
 FJ0358
 FJ0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FJ0358'7 MI SW FROM OKLAHOMA CITY.
 FJ0358'THE MARK IS ABOUT 7 MILES SOUTHWEST OF OKLAHOMA CITY, ON THE
 FJ0358'WILL ROGERS AIRPORT, ABOUT 0.45 MILE SOUTH OF THE CONTROL TOWER,
 FJ0358'110 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A TAXI-WAY, 98
 FJ0358'FEET NORTH OF A LANDING LIGHT, 75 FEET NORTHEAST OF THE NORTHEAST
 FJ0358'EDGE OF A RUNWAY, AND 39 FEET SOUTH OF THE SOUTH CORNER OF
 FJ0358'A WATER INLET.  A STANDARD TRIANGULATION STATION DISK, STAMPED
 FJ0358'ROGERS 2 1963, AND SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 FJ0358'WITH THE SURFACE OF THE GROUND.
 FJ0358
 FJ0358                          STATION RECOVERY (1967)
 FJ0358
 FJ0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FJ0358'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK
 FJ0358'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FJ0358'
 FJ0358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ0358'7 MILES SOUTHWEST OF OKLAHOMA CITY, OKLA.
 FJ0358
 FJ0358                          STATION RECOVERY (1967)
 FJ0358
 FJ0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FJ0358'RECOVERED IN GOOD CONDITION.
 FJ0358
 FJ0358                          STATION RECOVERY (1971)
 FJ0358
 FJ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 FJ0358'THIS STATION WAS RECOVERED IN GOOD CONDITION, WITH ALL MARKS AS
 FJ0358'DESCRIBED.  REFERENCE MARK NO. 2 FOR STATION ROGERS WAS ALSO
 FJ0358'RECOVERED.
 FJ0358'
 FJ0358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 FJ0358'SOUTHWEST OF OKLAHOMA CITY AT WILL ROGERS WORLD AIRPORT.
 FJ0358
 FJ0358                          STATION RECOVERY (1975)
 FJ0358
 FJ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 FJ0358'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 FJ0358'DESCRIBED BY S.E.U. 1963.  THE AZIMUTH MARK WASNT SEARCHED FOR.
 FJ0358
 FJ0358                          STATION RECOVERY (1985)
 FJ0358
 FJ0358'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0358'MARK NOT FOUND.
 FJ0358
 FJ0358                          STATION RECOVERY (1992)
 FJ0358
 FJ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FJ0358'THE STATION IS LOCATED AT THE WILL ROGERS WORLD AIRPORT IN THE GRASS
 FJ0358'AREA WEST OF THE TERMINAL BETWEEN TAXIWAY A (N-S) AND RUNWAY 13-31.
 FJ0358'THE STATION IS LOCATED 39.0 FT (11.9 M) SOUTH OF THE SOUTH CORNER OF
 FJ0358'THE SOUTHEASTERLY STEEL GRATE DRAIN, 93.8 FT (28.6 M) NNW OF THE FIRST
 FJ0358'TAXIWAY LIGHT NORTHWEST OF THE JUNCTION OF TAXIWAY A AND THE RUNWAY,
 FJ0358'75.6 FT (23.0 M) NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY 13-31,
 FJ0358'AND 145.5 FT (44.3 M) SOUTHEAST OF THE SECOND RUNWAY LIGHT NORTH WEST
 FJ0358'OF THE TAXIWAY AND RUNWAY JUNCTION.  THE STATION IS A STANDARD NGS
 FJ0358'TRIANGULATION DISK, STAMPED---ROGERS 2 1963---, AND SET IN THE TOP OF
 FJ0358'A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 FJ0358
 FJ0358                          STATION RECOVERY (1994)
 FJ0358
 FJ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0358'AIRPORT OPERATIONS MANAGER STATED THE MARK WAS DESTROYED IN 1992.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0359 ***********************************************************************
 FJ0359  DESIGNATION -  ROGERS 2 RM 3
 FJ0359  PID         -  FJ0359
 FJ0359  STATE/COUNTY-  OK/OKLAHOMA
 FJ0359  COUNTRY     -  US
 FJ0359  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0359
 FJ0359                         *CURRENT SURVEY CONTROL
 FJ0359  ______________________________________________________________________
 FJ0359* NAD 83(1986) POSITION- 35 23 42.38   (N) 097 36 12.00   (W)   HD_HELD1
 FJ0359* NAVD 88 ORTHO HEIGHT -   389.88  (+/-2cm)     1279.1   (feet) VERTCON3
 FJ0359  ______________________________________________________________________
 FJ0359  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 FJ0359  VERT ORDER      -  THIRD (See Below)
 FJ0359
 FJ0359.This mark is at Will Rogers World Airport (OKC)
 FJ0359
 FJ0359.The horizontal coordinates were determined by differentially corrected
 FJ0359.hand held GPS observations or other comparable positioning techniques
 FJ0359.and have an estimated accuracy of +/- 3 meters.
 FJ0359
 FJ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0359
 FJ0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0359.GEOID18 height accuracy estimate available here.
 FJ0359
 FJ0359.The vertical order pertains to the NGVD 29 superseded value.
 FJ0359
 FJ0359.Click photographs - Photos may exist for this station.
 FJ0359
 FJ0359;                    North         East    Units  Estimated Accuracy
 FJ0359;SPC OK N     -    43,912.2     636,037.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0359
 FJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2683617755(NAD 83)
 FJ0359
 FJ0359                          SUPERSEDED SURVEY CONTROL
 FJ0359
 FJ0359  NGVD 29 (??/??/??)  389.81   (m)         1278.9    (f) RESET       3  
 FJ0359
 FJ0359.Superseded values are not recommended for survey control.
 FJ0359
 FJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0359.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0359
 FJ0359_MARKER: DR = REFERENCE MARK DISK
 FJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0359_STAMPING: ROGERS 2 NO 3 1963
 FJ0359_MARK LOGO: CGS
 FJ0359_PROJECTION: FLUSH
 FJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0359+STABILITY: SURFACE MOTION
 FJ0359
 FJ0359  HISTORY     - Date     Condition        Report By
 FJ0359  HISTORY     - 1963     MONUMENTED       CGS
 FJ0359  HISTORY     - 19940303 MARK NOT FOUND   NGS
 FJ0359
 FJ0359                          STATION DESCRIPTION
 FJ0359
 FJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FJ0359'7 MI SW FROM OKLAHOMA CITY.
 FJ0359'THE MARK IS ABOUT 7 MILES SOUTHWEST OF OKLAHOMA CITY, ON THE
 FJ0359'WILL ROGERS AIRPORT, ABOUT 0.45 MILE SOUTH OF THE CONTROL
 FJ0359'TOWER, 66.23 FEET NORTHEAST OF TRIANGULATION STATION ROGERS
 FJ0359'2, 136 FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY, 87
 FJ0359'FEET WEST OF THE WEST EDGE OF A TAXI-WAY, AND 34 FEET NORTHEAST
 FJ0359'OF THE EAST CORNER OF A WATER INLET.  A STANDARD REFERENCE
 FJ0359'MARK DISK SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FJ0359'SURFACE OF THE GROUND.
 FJ0359
 FJ0359                          STATION RECOVERY (1994)
 FJ0359
 FJ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0359'AIRPORT OPERATIONS MANAGER STATED THE MARK WAS DESTROYED IN 1992.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0362 ***********************************************************************
 FJ0362  DESIGNATION -  ROGERS 2 RM 4
 FJ0362  PID         -  FJ0362
 FJ0362  STATE/COUNTY-  OK/OKLAHOMA
 FJ0362  COUNTRY     -  US
 FJ0362  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0362
 FJ0362                         *CURRENT SURVEY CONTROL
 FJ0362  ______________________________________________________________________
 FJ0362* NAD 83(1986) POSITION- 35 23 42.29   (N) 097 36 12.90   (W)   HD_HELD1
 FJ0362* NAVD 88 ORTHO HEIGHT -   389.80  (+/-2cm)     1278.9   (feet) VERTCON3
 FJ0362  ______________________________________________________________________
 FJ0362  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 FJ0362  VERT ORDER      -  THIRD (See Below)
 FJ0362
 FJ0362.This mark is at Will Rogers World Airport (OKC)
 FJ0362
 FJ0362.The horizontal coordinates were determined by differentially corrected
 FJ0362.hand held GPS observations or other comparable positioning techniques
 FJ0362.and have an estimated accuracy of +/- 3 meters.
 FJ0362
 FJ0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0362
 FJ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0362.GEOID18 height accuracy estimate available here.
 FJ0362
 FJ0362.The vertical order pertains to the NGVD 29 superseded value.
 FJ0362
 FJ0362.Click photographs - Photos may exist for this station.
 FJ0362
 FJ0362;                    North         East    Units  Estimated Accuracy
 FJ0362;SPC OK N     -    43,909.3     636,014.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0362
 FJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2681317752(NAD 83)
 FJ0362
 FJ0362                          SUPERSEDED SURVEY CONTROL
 FJ0362
 FJ0362  NGVD 29 (??/??/??)  389.73   (m)         1278.6    (f) RESET       3  
 FJ0362
 FJ0362.Superseded values are not recommended for survey control.
 FJ0362
 FJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0362.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0362
 FJ0362_MARKER: DR = REFERENCE MARK DISK
 FJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0362_STAMPING: ROGERS 2 NO 4 1963
 FJ0362_MARK LOGO: CGS
 FJ0362_PROJECTION: FLUSH
 FJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0362+STABILITY: SURFACE MOTION
 FJ0362
 FJ0362  HISTORY     - Date     Condition        Report By
 FJ0362  HISTORY     - 1963     MONUMENTED       CGS
 FJ0362  HISTORY     - 19940303 MARK NOT FOUND   NGS
 FJ0362
 FJ0362                          STATION DESCRIPTION
 FJ0362
 FJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FJ0362'7 MI SW FROM OKLAHOMA.
 FJ0362'THE MARK IS ABOUT 7 MILES SOUTHWEST OF OKLAHOMA CITY, ON THE
 FJ0362'WILL ROGERS AIRPORT, ABOUT 0.45 MILE SOUTH OF THE CONTROL
 FJ0362'TOWER, 73.99 FEET NORTHWEST OF TRIANGULATION STATION ROGERS
 FJ0362'2, 75 FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY, AND 46
 FJ0362'FEET WEST OF A WATER INLET.  A STANDARD REFERENCE MARK DISK
 FJ0362'SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 FJ0362'OF THE GROUND.
 FJ0362
 FJ0362                          STATION RECOVERY (1994)
 FJ0362
 FJ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0362'AIRPORT OPERATIONS MANAGER STATED THE MARK WAS DESTROYED IN 1992.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0360 ***********************************************************************
 FJ0360  DESIGNATION -  ROGERS RM 1
 FJ0360  PID         -  FJ0360
 FJ0360  STATE/COUNTY-  OK/OKLAHOMA
 FJ0360  COUNTRY     -  US
 FJ0360  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0360
 FJ0360                         *CURRENT SURVEY CONTROL
 FJ0360  ______________________________________________________________________
 FJ0360* NAD 83(1986) POSITION- 35 23 42.57   (N) 097 36 04.07   (W)   HD_HELD1
 FJ0360* NAVD 88 ORTHO HEIGHT -   392.520 (meters)     1287.79  (feet) ADJUSTED
 FJ0360  ______________________________________________________________________
 FJ0360  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 FJ0360  DYNAMIC HEIGHT  -        392.140 (meters)     1286.55  (feet) COMP
 FJ0360  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 FJ0360
 FJ0360  VERT ORDER      -  SECOND    CLASS 0
 FJ0360
 FJ0360.This mark is at Will Rogers World Airport (OKC)
 FJ0360
 FJ0360.The horizontal coordinates were determined by differentially corrected
 FJ0360.hand held GPS observations or other comparable positioning techniques
 FJ0360.and have an estimated accuracy of +/- 3 meters.
 FJ0360
 FJ0360.The orthometric height was determined by differential leveling and
 FJ0360.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0360.in August 1994.
 FJ0360
 FJ0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0360.GEOID18 height accuracy estimate available here.
 FJ0360
 FJ0360.Click photographs - Photos may exist for this station.
 FJ0360
 FJ0360.The dynamic height is computed by dividing the NAVD 88
 FJ0360.geopotential number by the normal gravity value computed on the
 FJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0360.degrees latitude (g = 980.6199 gals.).
 FJ0360
 FJ0360.The modeled gravity was interpolated from observed gravity values.
 FJ0360
 FJ0360;                    North         East    Units  Estimated Accuracy
 FJ0360;SPC OK N     -    43,918.9     636,237.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0360
 FJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2703617764(NAD 83)
 FJ0360
 FJ0360                          SUPERSEDED SURVEY CONTROL
 FJ0360
 FJ0360  NAVD 88 (06/15/91)  392.592  (m)         1288.03   (f) SUPERSEDED  2 0
 FJ0360  NGVD 29 (??/??/92)  392.456  (m)         1287.58   (f) ADJ UNCH    2 0
 FJ0360
 FJ0360.Superseded values are not recommended for survey control.
 FJ0360
 FJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0360.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0360
 FJ0360_MARKER: DR = REFERENCE MARK DISK
 FJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0360_STAMPING: ROGERS NO 1 1957
 FJ0360_MARK LOGO: CGS
 FJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0360+STABILITY: SURFACE MOTION
 FJ0360
 FJ0360  HISTORY     - Date     Condition        Report By
 FJ0360  HISTORY     - 1957     MONUMENTED       CGS
 FJ0360  HISTORY     - 1963     POOR             CGS
 FJ0360  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 FJ0360
 FJ0360                          STATION DESCRIPTION
 FJ0360
 FJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FJ0360'7.2 MI SW FROM OKLAHOMA CITY.
 FJ0360'LOCATED 7.2 MILES SOUTHWEST OF OKLAHOMA CITY AT WILL ROGERS
 FJ0360'AIRPORT.  TO REACH FROM A POINT ON U.S. RT. 62 OPPOSITE THE
 FJ0360'ADMINISTRATION BUILDING AT WILL ROGERS AIRPORT GO ABOUT 1400
 FJ0360'FEET SOUTH ON U.S. RT. 62 TO A FENCE CORNER ON THE WEST SIDE
 FJ0360'OF THE HIGHWAY.  MARK IS 50.9 FEET SOUTH OF ROGERS 1957, 105
 FJ0360'FEET SOUTH OF THE CENTER LINE OF AN ACCESS ROAD TO THE SOUTHERLY
 FJ0360'OF TWO HANGERS, 41.4 FEET WEST OF THE CENTER LINE OF U.S. RT.
 FJ0360'62, MARK IS 8.6 FEET WEST OF CORNER FENCE POST AND IS IN AN
 FJ0360'EAST-WEST FENCE LINE.  MARK IS SET IN THE TOP OF A CONCRETE
 FJ0360'POST PROJECTING 4 INCHES ABOVE GROUND AND IS ABOUT 1 FOOT
 FJ0360'LOWER THAN THE HIGHWAY.  NOTE-- THE CORNER FENCE POST HAS BEEN
 FJ0360'MOVED AND IS 4 FEET NORTH OF THE MARK.  OTHER DISTANCES TO MARK
 FJ0360'WERE FOUND TO BE ADEQUATE.  NOTE-- THIS MARK WILL BE DESTROYED IN
 FJ0360'ABOUT 1 YEAR, DUE TO CONSTRUCTION AND EXPANSION AT THE WILL
 FJ0360'ROGERS AIRPORT.
 FJ0360
 FJ0360                          STATION RECOVERY (2005)
 FJ0360
 FJ0360'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0360'MARK NOT FOUND.  DESTROYED AS A RESULT OF AIRPORT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0361 ***********************************************************************
 FJ0361  DESIGNATION -  ROGERS RM 2
 FJ0361  PID         -  FJ0361
 FJ0361  STATE/COUNTY-  OK/OKLAHOMA
 FJ0361  COUNTRY     -  US
 FJ0361  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0361
 FJ0361                         *CURRENT SURVEY CONTROL
 FJ0361  ______________________________________________________________________
 FJ0361* NAD 83(1986) POSITION- 35 23 43.31   (N) 097 36 04.74   (W)   HD_HELD1
 FJ0361* NAVD 88 ORTHO HEIGHT -   392.271 (meters)     1286.98  (feet) ADJUSTED
 FJ0361  ______________________________________________________________________
 FJ0361  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 FJ0361  DYNAMIC HEIGHT  -        391.892 (meters)     1285.73  (feet) COMP
 FJ0361  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 FJ0361
 FJ0361  VERT ORDER      -  SECOND    CLASS 0
 FJ0361
 FJ0361.This mark is at Will Rogers World Airport (OKC)
 FJ0361
 FJ0361.The horizontal coordinates were determined by differentially corrected
 FJ0361.hand held GPS observations or other comparable positioning techniques
 FJ0361.and have an estimated accuracy of +/- 3 meters.
 FJ0361
 FJ0361.The orthometric height was determined by differential leveling and
 FJ0361.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0361.in August 1994.
 FJ0361
 FJ0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0361.GEOID18 height accuracy estimate available here.
 FJ0361
 FJ0361.Click photographs - Photos may exist for this station.
 FJ0361
 FJ0361.The dynamic height is computed by dividing the NAVD 88
 FJ0361.geopotential number by the normal gravity value computed on the
 FJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0361.degrees latitude (g = 980.6199 gals.).
 FJ0361
 FJ0361.The modeled gravity was interpolated from observed gravity values.
 FJ0361
 FJ0361;                    North         East    Units  Estimated Accuracy
 FJ0361;SPC OK N     -    43,941.6     636,220.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0361
 FJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2701917786(NAD 83)
 FJ0361
 FJ0361                          SUPERSEDED SURVEY CONTROL
 FJ0361
 FJ0361  NAVD 88 (06/15/91)  392.343  (m)         1287.21   (f) SUPERSEDED  2 0
 FJ0361  NGVD 29 (??/??/92)  392.207  (m)         1286.77   (f) ADJ UNCH    2 0
 FJ0361
 FJ0361.Superseded values are not recommended for survey control.
 FJ0361
 FJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0361.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0361
 FJ0361_MARKER: DR = REFERENCE MARK DISK
 FJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0361_STAMPING: ROGERS NO 2 1957
 FJ0361_MARK LOGO: CGS
 FJ0361_PROJECTION: FLUSH
 FJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0361+STABILITY: SURFACE MOTION
 FJ0361
 FJ0361  HISTORY     - Date     Condition        Report By
 FJ0361  HISTORY     - 1957     MONUMENTED       CGS
 FJ0361  HISTORY     - 1963     POOR             CGS
 FJ0361  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 FJ0361
 FJ0361                          STATION DESCRIPTION
 FJ0361
 FJ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FJ0361'7.2 MI SW FROM OKLAHOMA CITY.
 FJ0361'LOCATED 7.2 MILES SOUTHWEST OF OKLAHOMA CITY AT WILL ROGERS
 FJ0361'AIRPORT.  TO REACH FROM A POINT ON U.S. RT. 62 OPPOSITE THE
 FJ0361'ADMINISTRATION BUILDING AT WILL ROGERS AIRPORT GO ABOUT 1400
 FJ0361'FEET SOUTH ON U.S. RT. 62 TO A FENCE CORNER ON THE WEST SIDE
 FJ0361'OF THE HIGHWAY.  MARK IS 58.85 FEET WEST OF ROGERS 1957, 96.5
 FJ0361'FEET WEST OF THE CENTER LINE OF U.S. RT. 62, 47.0 FEET SOUTH
 FJ0361'OF THE CENTER LINE OF AN ACCESS ROAD TO THE SOUTHERLY ONE OF TWO
 FJ0361'HANGARS, 74.5 FEET NORTH OF AN EAST-WEST FENCE LINE.  MARK IS
 FJ0361'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 FJ0361'IS ABOUT 2 FEET LOWER THAN THE HIGHWAY.  NOTE-- THIS MARK WILL BE
 FJ0361'DESTROYED IN ABOUT ONE YEAR, DUE TO CONSTRUCTION AND EXPANSION
 FJ0361'AT THE WILL ROGERS AIRPORT.
 FJ0361
 FJ0361                          STATION RECOVERY (2005)
 FJ0361
 FJ0361'RECOVERY NOTE BY US POWER SQUADRON 2005 (MH)
 FJ0361'MARK NOT FOUND.  DESTROYED AS A RESULT OF AIRPORT CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1010 ***********************************************************************
 FH1010  DESIGNATION -  ROLAND
 FH1010  PID         -  FH1010
 FH1010  STATE/COUNTY-  OK/SEQUOYAH
 FH1010  COUNTRY     -  US
 FH1010  USGS QUAD   -  MULDROW (2018)
 FH1010
 FH1010                         *CURRENT SURVEY CONTROL
 FH1010  ______________________________________________________________________
 FH1010* NAD 83(1997) POSITION- 35 26 28.36365(N) 094 31 57.97410(W)   ADJUSTED
 FH1010* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 FH1010  ______________________________________________________________________
 FH1010  GEOID HEIGHT    -        -29.937 (meters)                     GEOID18
 FH1010  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 FH1010  HORZ ORDER      -  FIRST
 FH1010
 FH1010.The horizontal coordinates were established by classical geodetic methods
 FH1010.and adjusted by the National Geodetic Survey in September 1999.
 FH1010
 FH1010.The orthometric height was scaled from a topographic map.
 FH1010
 FH1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1010.GEOID18 height accuracy estimate available here.
 FH1010
 FH1010.Click photographs - Photos may exist for this station.
 FH1010
 FH1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1010
 FH1010. The following values were computed from the NAD 83(1997) position.
 FH1010
 FH1010;                    North         East     Units Scale Factor Converg.
 FH1010;SPC OK N     -    54,575.032   914,749.656   MT  1.00002514   +2 02 46.2
 FH1010;SPC OK N     -   179,051.58  3,001,141.16   sFT  1.00002514   +2 02 46.2
 FH1010;SPC OK S     -   239,231.739   914,761.767   MT  1.00004770   +1 58 05.0
 FH1010;SPC OK S     -   784,879.46  3,001,180.90   sFT  1.00004770   +1 58 05.0
 FH1010;UTM  15      - 3,923,052.788   360,881.590   MT  0.99983851   -0 53 20.2
 FH1010
 FH1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1010!SPC OK N     -   0.99995791  x   1.00002514  =   0.99998305
 FH1010!SPC OK S     -   0.99995791  x   1.00004770  =   1.00000561
 FH1010!UTM  15      -   0.99995791  x   0.99983851  =   0.99979643
 FH1010
 FH1010:                Primary Azimuth Mark                     Grid Az
 FH1010:SPC OK N     -  ROLAND AZ MK                             170 44 42.3
 FH1010:SPC OK S     -  ROLAND AZ MK                             170 49 23.5
 FH1010:UTM  15      -  ROLAND AZ MK                             173 40 48.7
 FH1010
 FH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6088123052(NAD 83)
 FH1010
 FH1010|---------------------------------------------------------------------|
 FH1010| PID    Reference Object                     Distance      Geod. Az  |
 FH1010|                                                           dddmmss.s |
 FH1010| CI2212 ROLAND RM 2                          15.885 METERS 06224     |
 FH1010| CI2210 ROLAND AZ MK                                       1724728.5 |
 FH1010| CI2211 ROLAND RM 1                          41.566 METERS 35721     |
 FH1010|---------------------------------------------------------------------|
 FH1010
 FH1010                          SUPERSEDED SURVEY CONTROL
 FH1010
 FH1010  NAD 83(1993)-  35 26 28.36468(N)    094 31 57.97496(W) AD(       ) 1
 FH1010  NAD 83(1986)-  35 26 28.36521(N)    094 31 57.96456(W) AD(       ) 1
 FH1010  NAD 27      -  35 26 28.04000(N)    094 31 57.18300(W) AD(       ) 1
 FH1010
 FH1010.Superseded values are not recommended for survey control.
 FH1010
 FH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1010.See file dsdata.pdf to determine how the superseded data were derived.
 FH1010
 FH1010_MARKER: DS = TRIANGULATION STATION DISK
 FH1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1010_STAMPING: ROLAND 1940
 FH1010_MARK LOGO: CGS
 FH1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1010+STABILITY: SURFACE MOTION
 FH1010
 FH1010  HISTORY     - Date     Condition        Report By
 FH1010  HISTORY     - 1940     MONUMENTED       CGS
 FH1010  HISTORY     - 1959     GOOD             CGS
 FH1010
 FH1010                          STATION DESCRIPTION
 FH1010
 FH1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1010'STATION IS LOCATED ABOUT 7 MILES NW OF FORT SMITH AND 4.5 MILES
 FH1010'NE OF MULDROW ON THE SE END OF A SPARESELY WOODED RIDGE.  THE
 FH1010'LAND IS OWNED BY MRS. LIPSTON OF DALLAS, TEXAS.
 FH1010'
 FH1010'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1010'BRONZE DISKS SET IN CONCRETE.
 FH1010'
 FH1010'STATION MARK IS STAMPED, ROLAND 1940 AND PROJECTS 2 INCHES.  IT
 FH1010'IS 6.6 FEET W OF A REFERENCE POST, 21.4 FEET W OF A 4-INCH OAK
 FH1010'TREE AND 14.6 FEET NE OF A TRIANGLE-BLAZED 4-INCH OAK TREE.
 FH1010'
 FH1010'REFERENCE MARK NO.1 IS STAMPED ROLAND NO.1 1940 AND PROJECTS 4
 FH1010'INCHES.  IT IS 1 FOOT S OF A FENCE AT EDGE OF ORCHARD AND ON SAME
 FH1010'LEVEL AS THE STATION.  REFERENCE MARK NO.2 IS STAMPED, ROLAND NO.2
 FH1010'1940 AND PROJECTS 4 INCHES.  IT IS 3 FEET W OF A 6-INCH
 FH1010'HICKORY TREE AND ON THE SAME LEVEL AS THE STATION.
 FH1010'
 FH1010'THE AZIMUTH MARK IS STAMPED, ROLAND 1940 AND PROJECTS 10 INCHES.
 FH1010'IT IS 19 FEET W OF A DIRT ROAD, 53 FEET N OF A TWIN 10-INCH
 FH1010'HICKORY TREE AND 2.2 FEET N OF A WHITE REFERENCE POST.
 FH1010'
 FH1010'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE TOWN OF
 FH1010'ROLAND, GO N AND NW ON A DIRT ROAD FOR 1.25 MILES TO A ROAD RIGHT
 FH1010'(N), TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, W
 FH1010'SIDE OF ROAD, CONTINUE 0.2 MILE TO A CROSS ROAD, CONTINUE NW 0.7
 FH1010'MILE TO A ROCK HOUSE OWNED BY A.J. SHAMLIN, PASS AROUND W SIDE
 FH1010'OF HOUSE AND FOLLOW TRACKS THROUGH ORCHARD 0.1 MILE TO SE END OF
 FH1010'RIDGE AND STATION.
 FH1010
 FH1010                          STATION RECOVERY (1959)
 FH1010
 FH1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1010'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1010'CONDITION.  THE STATION MARK IS ABOUT 0.1 MILE SOUTH-SOUTHWEST
 FH1010'OF A ROCK HOUSE AND IS NEAR THE SOUTH EDGE OF THE HILL.  THE
 FH1010'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF A CROSSROAD, ABOUT 0.05
 FH1010'MILE SOUTH OF ROAD FORKS AND IS 1 FOOT EAST OF THE FENCE ON THE
 FH1010'WEST SIDE OF THE NORTH-SOUTH ROAD.
 FH1010'
 FH1010'TO REACH THE STATION FROM ROLAND, FROM THE POST OFFICE, GO NORTH,
 FH1010'NORTHWEST AND NORTH ON MAIN ROAD FOR 2.0 MILES TO A DRIVEWAY ON
 FH1010'THE LEFT, TAKE LEFT FORK ON DRIVEWAY AND FOLLOW DRIVEWAY FOR
 FH1010'ABOUT 0.2 MILE TO A ROCK HOUSE ON THE LEFT.  THE STATION IS
 FH1010'ABOUT 0.1 MILE SOUTH-SOUTHWEST OF HOUSE AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0844 ***********************************************************************
 EL0844  DESIGNATION -  ROSEDALE 2
 EL0844  PID         -  EL0844
 EL0844  STATE/COUNTY-  OK/MCCLAIN
 EL0844  COUNTRY     -  US
 EL0844  USGS QUAD   -  BYARS SW (2018)
 EL0844
 EL0844                         *CURRENT SURVEY CONTROL
 EL0844  ______________________________________________________________________
 EL0844* NAD 83(1993) POSITION- 34 52 10.61001(N) 097 10 39.29029(W)   ADJUSTED
 EL0844* NAVD 88 ORTHO HEIGHT -   346.57  (+/-2cm)     1137.0   (feet) VERTCON3
 EL0844  ______________________________________________________________________
 EL0844  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 EL0844  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 EL0844  HORZ ORDER      -  SECOND
 EL0844  VERT ORDER      -  THIRD ? (See Below)
 EL0844
 EL0844.The horizontal coordinates were established by classical geodetic methods
 EL0844.and adjusted by the National Geodetic Survey in November 1994.
 EL0844
 EL0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0844
 EL0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0844.GEOID18 height accuracy estimate available here.
 EL0844
 EL0844.The vertical order pertains to the NGVD 29 superseded value.
 EL0844
 EL0844.Click photographs - Photos may exist for this station.
 EL0844
 EL0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0844
 EL0844. The following values were computed from the NAD 83(1993) position.
 EL0844
 EL0844;                    North         East     Units Scale Factor Converg.
 EL0844;SPC OK S     -   170,717.220   675,191.337   MT  0.99994831   +0 28 00.5
 EL0844;SPC OK S     -   560,094.75  2,215,190.24   sFT  0.99994831   +0 28 00.5
 EL0844;UTM  14      - 3,860,098.715   666,571.953   MT  0.99994198   +1 02 31.7
 EL0844
 EL0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0844!SPC OK S     -   0.99994966  x   0.99994831  =   0.99989797
 EL0844!UTM  14      -   0.99994966  x   0.99994198  =   0.99989164
 EL0844
 EL0844:                Primary Azimuth Mark                     Grid Az
 EL0844:SPC OK S     -  ROSEDALE 2 AZ MK                         189 37 12.4
 EL0844:UTM  14      -  ROSEDALE 2 AZ MK                         189 02 41.2
 EL0844
 EL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6657160098(NAD 83)
 EL0844
 EL0844|---------------------------------------------------------------------|
 EL0844| PID    Reference Object                     Distance      Geod. Az  |
 EL0844|                                                           dddmmss.s |
 EL0844| EL0837 TV STATION KVSO RELAY MAST          APPROX. 6.9 KM 0784417.3 |
 EL0844| EL0839 BYARS MUNICIPAL TANK                APPROX.11.6 KM 0892835.6 |
 EL0844| CY2146 ROSEDALE 2 RM 2                      21.544 METERS 09004     |
 EL0844| CY2144 ROSEDALE 2 AZ MK                                   1900512.9 |
 EL0844| EL0853 AIRPORT BN PAUL VALLEY MUN APT      APPROX.18.5 KM 1923017.3 |
 EL0844| EL0854 PAULS VALLEY STA KVLH MAST          APPROX.15.0 KM 2004803.7 |
 EL0844| EL0860 SINCLAIR CONTL OIL MICROWAVE        APPROX.23.0 KM 2042054.0 |
 EL0844| EL0878 SERVICE PLINE RAD KKE 768 MAST      APPROX.14.9 KM 2092254.0 |
 EL0844| EL0859 SHEBESTER INC RADIO MAST            APPROX.16.7 KM 2152954.3 |
 EL0844| EL0877 PAOLI MUNICIPAL TANK                APPROX. 8.7 KM 2382346.0 |
 EL0844| EL0881 MAYSVILLE MUNICIPAL TANK            APPROX.22.0 KM 2544606.0 |
 EL0844| EL0880 MAYSVILLE RAYS WELL SER MAST        APPROX.22.8 KM 2552148.1 |
 EL0844| EL0882 MAYSVILLE TREND TK TRUCKS MAST      APPROX.22.8 KM 2553634.2 |
 EL0844| EL0884 MAYSVILLE CHEROKEE PLINE MAST       APPROX.25.8 KM 2572530.8 |
 EL0844| EL0885 MAYSVILLE MID CON PIPE CO MAST      APPROX.25.2 KM 2573305.3 |
 EL0844| EL0868 WAYNE MUNICIPAL TANK                APPROX.14.0 KM 2935650.5 |
 EL0844| FJ0923 CENTRAL STATE HOSP NW TANK          APPROX.16.8 KM 3485427.2 |
 EL0844| CY2145 ROSEDALE 2 RM 1                      18.835 METERS 35750     |
 EL0844|---------------------------------------------------------------------|
 EL0844
 EL0844                          SUPERSEDED SURVEY CONTROL
 EL0844
 EL0844  NAD 83(1986)-  34 52 10.61484(N)    097 10 39.27582(W) AD(       ) 2
 EL0844  NAD 27      -  34 52 10.33858(N)    097 10 38.19397(W) AD(       ) 2
 EL0844  NGVD 29             346.48   (m)         1136.7    (f) LEVELING    3  
 EL0844
 EL0844.Superseded values are not recommended for survey control.
 EL0844
 EL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0844.See file dsdata.pdf to determine how the superseded data were derived.
 EL0844
 EL0844_MARKER: DS = TRIANGULATION STATION DISK
 EL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0844_STAMPING: ROSEDALE 2 1957
 EL0844_MARK LOGO: CGS
 EL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0844+STABILITY: SURFACE MOTION
 EL0844
 EL0844  HISTORY     - Date     Condition        Report By
 EL0844  HISTORY     - 1957     MONUMENTED       CGS
 EL0844  HISTORY     - 1957     GOOD             CGS
 EL0844
 EL0844                          STATION DESCRIPTION
 EL0844
 EL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0844'THE STATION IS 8 MILES SOUTHEAST OF WAYNE, 8 MILES WEST OF
 EL0844'BYARS, 3-1/2 MILES SOUTH OF ROSEDALE AND 1 MILE NORTH OF THE
 EL0844'MC CLAIN-GARVIN COUNTY LINE.  THERE IS A SMALL, ROUND HILL
 EL0844'JUST SOUTH OF THE STATION AND IS ABOUT 12 FEET HIGHER THAN
 EL0844'THE GROUND SURFACE AT THE STATION.  IT IS IN THE NORTHEAST
 EL0844'1/4 OF SECTION 34, T 5 N, R 1 E.
 EL0844'
 EL0844'TO REACH THE STATION FROM A POINT JUST NORTH OF THE POST OFFICE
 EL0844'IN ROSEDALE, GO EAST AND SOUTH ON STATE HIGHWAY 59 FOR 2.1
 EL0844'MILES TO A POINT WHERE THE HIGHWAY TURNS EAST AND A GRAVEL
 EL0844'ROAD LEADING STRAIGHT AHEAD, CONTINUE SOUTH ON THE GRAVEL
 EL0844'ROAD FOR 1.45 MILES TO A T-JUNCTION AND THE STATION.
 EL0844'
 EL0844'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4
 EL0844'MILE TO THE MARK ON THE RIGHT.
 EL0844'
 EL0844'THE STATION MARKS ARE STANDARD DISKS, STAMPED ROSEDALE 2 1957.
 EL0844'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE,
 EL0844'CONCRETE POST PROJECTING 8 INCHES.  IT IS 68 FEET SOUTH OF
 EL0844'POWERLINE POLE NUMBER 5127, 62 FEET SOUTH OF A ROAD
 EL0844'RIGHT-OF-WAY FENCE CORNER, 53 FEET WEST OF A T-FENCE CORNER,
 EL0844'42 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION, 30 FEET
 EL0844'SOUTH OF THE CENTER OF GRAVEL ROAD AND IN AN EAST-WEST FENCE
 EL0844'LINE.  A WHITE POST WAS SET 2 FEET NORTH OF THE MARK.  THE
 EL0844'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 EL0844'INCHES BELOW THE GROUND SURFACE.
 EL0844'
 EL0844'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROSEDALE 2 NO 1 1957,
 EL0844'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 6
 EL0844'INCHES.  IT IS 34 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 EL0844'32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 7 FEET
 EL0844'SOUTH-SOUTHEAST OF THE POWERLINE POLE, 4 FEET WEST OF THE FENCE
 EL0844'CORNER AND 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE.
 EL0844'
 EL0844'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROSEDALE 2
 EL0844'NO 2 1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 EL0844'PROJECTING 4 INCHES.  IT IS 47 FEET SOUTHEAST OF THE CENTER
 EL0844'OF THE T-JUNCTION, 29 FEET SOUTH OF THE CENTER OF A GRAVEL
 EL0844'ROAD, 18 FEET EAST OF THE T-FENCE CORNER AND 1 FOOT NORTH OF THE
 EL0844'EAST-WEST FENCE LINE.
 EL0844'
 EL0844'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROSEDALE 2 1957,
 EL0844'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 EL0844'5 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL
 EL0844'ROAD, 2 FEET WEST OF A POWERLINE POLE AND 2 FEET NORTH OF A
 EL0844'ROAD RIGHT-OF-WAY FENCE.
 EL0844'
 EL0844'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EL0844
 EL0844                          STATION RECOVERY (1957)
 EL0844
 EL0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EL0844'IN AN EFFORT TO RE-COVER TRIANGULATION STATION ROSEDALE
 EL0844'1920 TRIANGULATION STATION ROSEDALE 2 1957 WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0559 ***********************************************************************
 GJ0559  DESIGNATION -  ROSS
 GJ0559  PID         -  GJ0559
 GJ0559  STATE/COUNTY-  OK/ALFALFA
 GJ0559  COUNTRY     -  US
 GJ0559  USGS QUAD   -  FAIRVIEW NE (2018)
 GJ0559
 GJ0559                         *CURRENT SURVEY CONTROL
 GJ0559  ______________________________________________________________________
 GJ0559* NAD 83(1993) POSITION- 36 29 18.24622(N) 098 19 52.80735(W)   ADJUSTED
 GJ0559* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 GJ0559  ______________________________________________________________________
 GJ0559  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 GJ0559  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 GJ0559  HORZ ORDER      -  SECOND
 GJ0559
 GJ0559.The horizontal coordinates were established by classical geodetic methods
 GJ0559.and adjusted by the National Geodetic Survey in November 1994.
 GJ0559
 GJ0559.The orthometric height was scaled from a topographic map.
 GJ0559
 GJ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0559.GEOID18 height accuracy estimate available here.
 GJ0559
 GJ0559.Click photographs - Photos may exist for this station.
 GJ0559
 GJ0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0559
 GJ0559. The following values were computed from the NAD 83(1993) position.
 GJ0559
 GJ0559;                    North         East     Units Scale Factor Converg.
 GJ0559;SPC OK N     -   165,195.271   570,312.087   MT  0.99996105   -0 11 43.9
 GJ0559;SPC OK N     -   541,978.15  1,871,098.91   sFT  0.99996105   -0 11 43.9
 GJ0559;UTM  14      - 4,038,329.386   559,891.768   MT  0.99964419   +0 23 51.5
 GJ0559
 GJ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0559!SPC OK N     -   0.99993621  x   0.99996105  =   0.99989726
 GJ0559!UTM  14      -   0.99993621  x   0.99964419  =   0.99958042
 GJ0559
 GJ0559:                Primary Azimuth Mark                     Grid Az
 GJ0559:SPC OK N     -  ROSS AZ MK                               273 29 57.8
 GJ0559:UTM  14      -  ROSS AZ MK                               272 54 22.4
 GJ0559
 GJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF5989138329(NAD 83)
 GJ0559
 GJ0559|---------------------------------------------------------------------|
 GJ0559| PID    Reference Object                     Distance      Geod. Az  |
 GJ0559|                                                           dddmmss.s |
 GJ0559| GJ0510 HELENA MUNICIPAL WATER TANK         APPROX. 8.4 KM 0410905.7 |
 GJ0559| GJ0501 GOLTRY MUNICIPAL WATER TANK         APPROX.16.7 KM 0724524.3 |
 GJ0559| GJ0538 RINGWOOD FARMERS CO OP ELEV         APPROX.14.6 KM 1473129.6 |
 GJ0559| CL3901 ROSS RM 1                            90.200 METERS 20507     |
 GJ0559| GJ0563 ORIENTA COP ELEV ASSN ELEV          APPROX.19.2 KM 2221025.4 |
 GJ0559| CL3900 ROSS AZ MK                                         2731813.9 |
 GJ0559| CL3902 ROSS RM 2                            27.283 METERS 30259     |
 GJ0559| GJ0513 ALINE MUNICIPAL WATER TANK          APPROX. 6.5 KM 3041317.3 |
 GJ0559| GJ0516 CARMEN MUNICIPAL WATER TANK         APPROX.15.5 KM 3102943.9 |
 GJ0559| GJ0515 CARMEN ODDFELLOW HOME SPIRE         APPROX.16.7 KM 3151759.7 |
 GJ0559|---------------------------------------------------------------------|
 GJ0559
 GJ0559                          SUPERSEDED SURVEY CONTROL
 GJ0559
 GJ0559  NAD 83(1986)-  36 29 18.25077(N)    098 19 52.79430(W) AD(       ) 2
 GJ0559  NAD 27      -  36 29 18.13317(N)    098 19 51.53029(W) AD(       ) 2
 GJ0559
 GJ0559.Superseded values are not recommended for survey control.
 GJ0559
 GJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0559.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0559
 GJ0559_MARKER: DS = TRIANGULATION STATION DISK
 GJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0559_STAMPING: ROSS 1951
 GJ0559_MARK LOGO: CGS
 GJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0559+STABILITY: SURFACE MOTION
 GJ0559
 GJ0559  HISTORY     - Date     Condition        Report By
 GJ0559  HISTORY     - 1951     MONUMENTED       CGS
 GJ0559
 GJ0559                          STATION DESCRIPTION
 GJ0559
 GJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0559'THE STATION IS LOCATED AT THE TOP OF A SANDY KNOLL ABOUT 9.5 MILES
 GJ0559'SOUTHEAST OF CARMEN, 6.5 MILES EAST-SOUTHEAST OF ALINE AND 5.5 MILES
 GJ0559'SOUTHWEST OF HELENA IN PASTURE LAND OWNED BY MR. FLOYD ROSS.  IT
 GJ0559'IS ABOUT 0.25 MILE SOUTHEAST OF A GROUP OF FARM BUILDINGS, 0.05
 GJ0559'MILE EAST OF A NORTH-SOUTH FENCE, 0.05 MILE SOUTH OF AN EAST-WEST
 GJ0559'FENCE, 66.0 FEET NORTH OF A TRIANGULAR BLAZED OAK TREE AND 2.0
 GJ0559'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 GJ0559'STAMPED ROSS 1951.
 GJ0559'
 GJ0559'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE KNOLL, 42.0
 GJ0559'FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED OAK TREE AND IS ABOUT
 GJ0559'1.5 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 6 INCHES
 GJ0559'AND IS STAMPED ROSS NO 1 1951.
 GJ0559'
 GJ0559'REFERENCE MARK NO. 2 IS LOCATED NEAR THE NORTHWEST EDGE OF THE KNOLL
 GJ0559'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS 6
 GJ0559'INCHES AND IS STAMPED ROSS NO 2 1951.
 GJ0559'
 GJ0559'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0559'IS 98.10 FEET.
 GJ0559'
 GJ0559'THE AZIMUTH MARK IS 28.0 FEET SOUTH OF A SMALL HACKBERRY TREE, 25.0
 GJ0559'FEET EAST OF THE CENTER OF A GRADED SAND ROAD, 1.5 FEET SOUTH OF A
 GJ0559'WITNESS POST AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 8 INCHES
 GJ0559'AND IS STAMPED ROSS 1951.
 GJ0559'
 GJ0559'TO REACH THE STATION FROM THE POST OFFICE IN HELENA, GO EAST ON A
 GJ0559'GRAVELED STREET FOR 0.25 MILE TO THE JUNCTION WITH STATE ROUTE NO.
 GJ0559'58.  HERE TURN RIGHT AND GO SOUTH ON STATE ROUTE NO. 58 FOR 0.75
 GJ0559'MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 GJ0559'4.0 MILES TO A CROSSROAD WITH A SIGN COLEMAN FRUIT FARMS
 GJ0559'POINTING TO THE SOUTH.  HERE TURN LEFT AND GO SOUTH ON A GRADED
 GJ0559'ROAD FOR 3.0 MILES TO A CROSSROAD.  CONTINUE SOUTH ON A
 GJ0559'GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY LEADING INTO A GROUP
 GJ0559'OF FARM BUILDINGS ON THE LEFT, TURN LEFT ON FARM DRIVE AND GO
 GJ0559'EAST FOR 0.1 MILE TO A WIRE GATE INTO A SMALL LOT JUST AFTER
 GJ0559'PASSING TO THE LEFT OF A FARM HOUSE.  PASS THROUGH THIS WIRE
 GJ0559'GATE AND GO SOUTHEASTERLY ACROSS FARM LOT FOR 0.1 MILE TO A WIRE
 GJ0559'GATE LEADING INTO A SHORT LANE, PASS THROUGH THIS WIRE GATE
 GJ0559'AND GO EAST AND SOUTHEASTERLY ON TRACK ROAD FOR 0.15 MILE TO THE
 GJ0559'TOP OF A SAND KNOLL AND THE STATION JUST NORTH OF A TRIANGULAR
 GJ0559'BLAZED OAK TREE AS DESCRIBED.
 GJ0559'
 GJ0559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ACROSS
 GJ0559'PASTURE AND LOT TO THE FARM HOUSE, THENCE WEST FOR 0.1 MILE TO THE
 GJ0559'JUNCTION OF FARM DRIVEWAY WITH A GRADED SAND ROAD.  HERE TURN LEFT
 GJ0559'ON SAND ROAD AND GO SOUTH FOR ABOUT 0.1 MILE TO THE TOP OF A LOW
 GJ0559'RISE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 GJ0559'
 GJ0559'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0895 ***********************************************************************
 EK0895  DESIGNATION -  ROUGH
 EK0895  PID         -  EK0895
 EK0895  STATE/COUNTY-  OK/MCCURTAIN
 EK0895  COUNTRY     -  US
 EK0895  USGS QUAD   -  BIG HUDSON CREEK (2018)
 EK0895
 EK0895                         *CURRENT SURVEY CONTROL
 EK0895  ______________________________________________________________________
 EK0895* NAD 83(1997) POSITION- 34 19 56.43831(N) 094 32 31.96271(W)   ADJUSTED
 EK0895* NAVD 88 ORTHO HEIGHT -   461.    (meters)     1512.    (feet) SCALED
 EK0895  ______________________________________________________________________
 EK0895  GEOID HEIGHT    -        -29.592 (meters)                     GEOID18
 EK0895  LAPLACE CORR    -          4.30  (seconds)                    DEFLEC18
 EK0895  HORZ ORDER      -  THIRD
 EK0895
 EK0895.The horizontal coordinates were established by classical geodetic methods
 EK0895.and adjusted by the National Geodetic Survey in September 1999.
 EK0895
 EK0895.The orthometric height was scaled from a topographic map.
 EK0895
 EK0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0895.GEOID18 height accuracy estimate available here.
 EK0895
 EK0895.Click photographs - Photos may exist for this station.
 EK0895
 EK0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0895
 EK0895. The following values were computed from the NAD 83(1997) position.
 EK0895
 EK0895;                    North         East     Units Scale Factor Converg.
 EK0895;SPC OK S     -   116,262.571   918,118.022   MT  0.99994555   +1 57 45.7
 EK0895;SPC OK S     -   381,438.12  3,012,192.21   sFT  0.99994555   +1 57 45.7
 EK0895;UTM  15      - 3,800,083.616   358,130.836   MT  0.99984809   -0 52 11.8
 EK0895
 EK0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0895!SPC OK S     -   0.99993227  x   0.99994555  =   0.99987782
 EK0895!UTM  15      -   0.99993227  x   0.99984809  =   0.99978037
 EK0895
 EK0895:                Primary Azimuth Mark                     Grid Az
 EK0895:SPC OK S     -  WILLIAMS                                 183 18 08.6
 EK0895:UTM  15      -  WILLIAMS                                 186 08 06.1
 EK0895
 EK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5813000083(NAD 83)
 EK0895
 EK0895|---------------------------------------------------------------------|
 EK0895| PID    Reference Object                     Distance      Geod. Az  |
 EK0895|                                                           dddmmss.s |
 EK0895| EK0899 WILLIAMS                            APPROX. 9.3 KM 1851554.3 |
 EK0895| CX6192 ROUGH RM 1                           17.886 METERS 22033     |
 EK0895| CX6193 ROUGH RM 2                           17.110 METERS 28537     |
 EK0895|---------------------------------------------------------------------|
 EK0895
 EK0895                          SUPERSEDED SURVEY CONTROL
 EK0895
 EK0895  NAD 83(1993)-  34 19 56.43881(N)    094 32 31.96389(W) AD(       ) 3
 EK0895  NAD 83(1986)-  34 19 56.44220(N)    094 32 31.95680(W) AD(       ) 3
 EK0895  NAD 27      -  34 19 56.05500(N)    094 32 31.17600(W) AD(       ) 3
 EK0895
 EK0895.Superseded values are not recommended for survey control.
 EK0895
 EK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0895.See file dsdata.pdf to determine how the superseded data were derived.
 EK0895
 EK0895_MARKER: DS = TRIANGULATION STATION DISK
 EK0895_SETTING: 66 = SET IN ROCK OUTCROP
 EK0895_STAMPING: ROUGH 1952
 EK0895_MARK LOGO: CGS
 EK0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0895+STABILITY: POSITION/ELEVATION WELL
 EK0895
 EK0895  HISTORY     - Date     Condition        Report By
 EK0895  HISTORY     - 1952     MONUMENTED       CGS
 EK0895
 EK0895                          STATION DESCRIPTION
 EK0895
 EK0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0895'STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHWEST OF PLUNKETVILLE
 EK0895'AND 4-1/2 MILES WEST OF THE ARKANSAS-OKLAHOMA STATE LINE
 EK0895'ON HIGH TIMBERED HILL.  STATION MARK IS SET IN THE TOP OF
 EK0895'OUTCROPPING BEDROCK ON THE HIGHEST POINT OF HILL.  THE DISK
 EK0895'IS STAMPED ROUGH 1952.
 EK0895'
 EK0895'REFERENCE MARK NO. 1 IS 12 FEET NORTHWEST OF OAK TREE.  THE
 EK0895'DISK IS SET FLUSH IN OUTCROPPING ROCK AND THE DISK IS STAMPED
 EK0895'ROUGH NO 1 1952.
 EK0895'
 EK0895'REFERENCE MARK NO. 2 IS 6 FEET NORTH OF TWIN OAK TREE.  THE
 EK0895'DISK IS SET FLUSH IN OUTCROPPING ROCK AND THE DISK IS STAMPED
 EK0895'ROUGH NO 2 1952.
 EK0895'
 EK0895'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 EK0895'
 EK0895'TO REACH STATION FROM COVE, ARKANSAS GO SOUTHERLY ON U.S.
 EK0895'HIGHWAY 71 FOR 4.4 MILES TO CROSSROADS AND GAS STATION.  TURN
 EK0895'RIGHT AND FOLLOW MAIN TRAVELLED ROAD WESTERLY, KEEPING STRAIGHT
 EK0895'AHEAD AT ALL INTERSECTIONS, FOR 6.7 MILES TO T ROAD RIGHT
 EK0895'AND SIGN COUNTS TRAIL.  CONTINUE STRAIGHT AHEAD FOR 5.3 MILES
 EK0895'TO SIGN PINE MT. SPR. TRAIL.  CONTINUE STRAIGHT AHEAD FOR
 EK0895'0.6 MILE.  TURN SHARP RIGHT AND GO 0.45 MILE TO TRIANGLE
 EK0895'BLAZED OAK TREE ON LEFT AND END OF TRUCK TRAVEL.  PACK
 EK0895'WESTERLY UP HILL FOR ABOUT 3/4 MILE TO HIGHEST POINT AND
 EK0895'STATION.
 EK0895'
 EK0895'IT IS POSSIBLE TO DRIVE TO STATION WITH 4 WHEEL DRIVE USING
 EK0895'CARE.
 EK0895'
 EK0895'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1097 ***********************************************************************
 FH1097  DESIGNATION -  ROUND
 FH1097  PID         -  FH1097
 FH1097  STATE/COUNTY-  OK/SEQUOYAH
 FH1097  COUNTRY     -  US
 FH1097  USGS QUAD   -  STIGLER NE (2018)
 FH1097
 FH1097                         *CURRENT SURVEY CONTROL
 FH1097  ______________________________________________________________________
 FH1097* NAD 83(1993) POSITION- 35 29 41.87174(N) 095 02 35.95774(W)   ADJUSTED
 FH1097* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 FH1097  ______________________________________________________________________
 FH1097  GEOID HEIGHT    -        -29.887 (meters)                     GEOID18
 FH1097  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 FH1097  HORZ ORDER      -  FIRST
 FH1097
 FH1097.The horizontal coordinates were established by classical geodetic methods
 FH1097.and adjusted by the National Geodetic Survey in November 1994.
 FH1097
 FH1097.The orthometric height was scaled from a topographic map.
 FH1097
 FH1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1097.GEOID18 height accuracy estimate available here.
 FH1097
 FH1097.Click photographs - Photos may exist for this station.
 FH1097
 FH1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1097
 FH1097. The following values were computed from the NAD 83(1993) position.
 FH1097
 FH1097;                    North         East     Units Scale Factor Converg.
 FH1097;SPC OK N     -    59,002.800   868,236.606   MT  1.00001379   +1 44 41.6
 FH1097;SPC OK N     -   193,578.35  2,848,539.60   sFT  1.00001379   +1 44 41.6
 FH1097;SPC OK S     -   243,718.411   868,252.693   MT  1.00006218   +1 40 41.7
 FH1097;SPC OK S     -   799,599.49  2,848,592.38   sFT  1.00006218   +1 40 41.7
 FH1097;UTM  15      - 3,929,854.358   314,660.358   MT  1.00002333   -1 11 12.3
 FH1097
 FH1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1097!SPC OK N     -   0.99996873  x   1.00001379  =   0.99998252
 FH1097!SPC OK S     -   0.99996873  x   1.00006218  =   1.00003091
 FH1097!UTM  15      -   0.99996873  x   1.00002333  =   0.99999206
 FH1097
 FH1097:                Primary Azimuth Mark                     Grid Az
 FH1097:SPC OK N     -  ROUND AZ MK                              259 12 18.4
 FH1097:SPC OK S     -  ROUND AZ MK                              259 16 18.3
 FH1097:UTM  15      -  ROUND AZ MK                              262 08 12.3
 FH1097
 FH1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1466029854(NAD 83)
 FH1097
 FH1097|---------------------------------------------------------------------|
 FH1097| PID    Reference Object                     Distance      Geod. Az  |
 FH1097|                                                           dddmmss.s |
 FH1097| CI2219 ROUND RM 1                           13.057 METERS 04258     |
 FH1097| CI2220 ROUND RM 2                           25.834 METERS 17342     |
 FH1097| CI2218 ROUND AZ MK                                        2605700.0 |
 FH1097|---------------------------------------------------------------------|
 FH1097
 FH1097                          SUPERSEDED SURVEY CONTROL
 FH1097
 FH1097  NAD 83(1986)-  35 29 41.88280(N)    095 02 35.94408(W) AD(       ) 1
 FH1097  NAD 27      -  35 29 41.53800(N)    095 02 35.10300(W) AD(       ) 1
 FH1097
 FH1097.Superseded values are not recommended for survey control.
 FH1097
 FH1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1097.See file dsdata.pdf to determine how the superseded data were derived.
 FH1097
 FH1097_MARKER: DS = TRIANGULATION STATION DISK
 FH1097_SETTING: 66 = SET IN ROCK OUTCROP
 FH1097_STAMPING: ROUND 1940
 FH1097_MARK LOGO: CGS
 FH1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1097+STABILITY: POSITION/ELEVATION WELL
 FH1097
 FH1097  HISTORY     - Date     Condition        Report By
 FH1097  HISTORY     - 1940     MONUMENTED       CGS
 FH1097  HISTORY     - 1959     GOOD             CGS
 FH1097
 FH1097                          STATION DESCRIPTION
 FH1097
 FH1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1097'STATION IS ABOUT 3 MILES SE OF WEBBER FALLS, AND ABOUT 4
 FH1097'MILES W OF VIAN.  IT IS ABOUT 100 FEET W AND 2 METERS LOWER
 FH1097'THAN THE HIGHEST PART OF A WOODED HILL, LOCALLY KNOWN AS
 FH1097'ROUND MOUNTAIN.  IT IS IN AN OPEN SPOT ON THE HILL 12 FEET E
 FH1097'OF WHERE THE HILL BREAKS SHARPLY TO THE W.
 FH1097'
 FH1097'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 FH1097'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1097'
 FH1097'THE STATION MARK IS STAMPED ROUND 1940.
 FH1097'
 FH1097'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION,
 FH1097'2 FEET N OF WHERE THE HILL BREAKS SHARPLY TO THE S.  IT IS
 FH1097'STAMPED ROUND NO.1, 1940.  REFERENCE MARK NO.2 IS AT ABOUT
 FH1097'THE SAME ELEVATION AS THE STATION, 15 FEET E OF WHERE THE
 FH1097'HILL BREAKS SHARPLY TO THE W.  IT IS STAMPED ROUND NO.2,
 FH1097'1940.
 FH1097'
 FH1097'THE AZIMUTH MARK IS 0.9 MILE W OF THE STATION ON THE E SLOPE
 FH1097'OF A WOODED RIDGE, IT IS ABOUT 2 METERS LOWER THAN THE CREST
 FH1097'OF THE RIDGE AND 50 FEET S OF AN E-W TRACK ROAD.  IT IS FLUSH
 FH1097'WITH THE GROUND AND IS STAMPED ROUND 1940.  THERE IS A WHITE
 FH1097'REFERENCE POST WIRED TO A 4-INCH PERSIMMON TREE, 14 FEET
 FH1097'N OF THE MARK.
 FH1097'
 FH1097'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W FOR 0.8
 FH1097'MILE TO A RIGHT-ANGLE TURN IN THE MAIN-TRAVELED ROAD TO THE
 FH1097'N AND A TRACK ROAD STRAIGHT AHEAD.  GO STRAIGHT AHEAD, UPHILL,
 FH1097'FOR 0.1 MILE TO TOP OF RIDGE AND MARK.
 FH1097'
 FH1097'TO REACH THE STATION FROM VIAN, GO W ON U.S. HIGHWAY 64
 FH1097'FOR 3.15 MILES TO A ROAD LEADING S, TURN S, CROSS RAILROAD
 FH1097'TRACKS AND GO 0.25 MILE TO ROAD LEADING W.  TURN W AND GO
 FH1097'0.95 MILE TO WHERE THE ROAD CROSSES RIDGE IN SADDLE.  THIS
 FH1097'IS THE END OF TRUCK TRAVEL, PACK N UP HILL TO TOP AND STATION,
 FH1097'ABOUT 0.25 MILE.
 FH1097
 FH1097                          STATION RECOVERY (1959)
 FH1097
 FH1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1097'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M.
 FH1097'NO. 2, FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 FH1097'TO BE ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 FH1097'DISK HAD BEEN BROKEN OFF FROM R.M. NO. 2 BUT THE STEM OF THE
 FH1097'DISK WAS FOUND CEMENTED IN THE DRILL HOLE.  THE CENTER OF
 FH1097'THE STEM IS SUFFICIENT FOR A REFERENCE.
 FH1097'
 FH1097'TO DESCRIPTION TO REACH THE STATION FROM VIAN IS ADEQUATE
 FH1097'BY FOLLOWING OLD U.S. HIGHWAY 64.  U.S. HIGHWAY 64 WAS UNDER
 FH1097'CONSTRUCTION TO WEST OF VIAN AND PART OF THE HIGHWAY WAS BEING
 FH1097'REROUTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1158 ***********************************************************************
 FH1158  DESIGNATION -  ROY
 FH1158  PID         -  FH1158
 FH1158  STATE/COUNTY-  OK/MUSKOGEE
 FH1158  COUNTRY     -  US
 FH1158  USGS QUAD   -  BOYNTON (2018)
 FH1158
 FH1158                         *CURRENT SURVEY CONTROL
 FH1158  ______________________________________________________________________
 FH1158* NAD 83(1993) POSITION- 35 44 25.78786(N) 095 44 44.92583(W)   ADJUSTED
 FH1158* NAVD 88 ORTHO HEIGHT -   213.8   (meters)      701.    (feet) VERTCON3
 FH1158  ______________________________________________________________________
 FH1158  GEOID HEIGHT    -        -29.317 (meters)                     GEOID18
 FH1158  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 FH1158  HORZ ORDER      -  SECOND
 FH1158
 FH1158.The horizontal coordinates were established by classical geodetic methods
 FH1158.and adjusted by the National Geodetic Survey in November 1994.
 FH1158
 FH1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1158
 FH1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1158.GEOID18 height accuracy estimate available here.
 FH1158
 FH1158.Click photographs - Photos may exist for this station.
 FH1158
 FH1158.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1158
 FH1158. The following values were computed from the NAD 83(1993) position.
 FH1158
 FH1158;                    North         East     Units Scale Factor Converg.
 FH1158;SPC OK N     -    84,527.158   803,885.793   MT  0.99997300   +1 19 49.1
 FH1158;SPC OK N     -   277,319.52  2,637,415.31   sFT  0.99997300   +1 19 49.1
 FH1158;UTM  15      - 3,958,643.396   251,687.759   MT  1.00035986   -1 36 16.9
 FH1158
 FH1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1158!SPC OK N     -   0.99997105  x   0.99997300  =   0.99994405
 FH1158!UTM  15      -   0.99997105  x   1.00035986  =   1.00033090
 FH1158
 FH1158:                Primary Azimuth Mark                     Grid Az
 FH1158:SPC OK N     -  TAFT STATE HOSP MUN WATER TK             084 39 40.1
 FH1158:UTM  15      -  TAFT STATE HOSP MUN WATER TK             087 35 46.1
 FH1158
 FH1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5168758643(NAD 83)
 FH1158
 FH1158|---------------------------------------------------------------------|
 FH1158| PID    Reference Object                     Distance      Geod. Az  |
 FH1158|                                                           dddmmss.s |
 FH1158| CI2228 ROY RM 2                             14.612 METERS 08505     |
 FH1158| CI3363 TAFT STATE HOSP MUN WATER TK                       0855929.2 |
 FH1158| CI2227 ROY RM 1                             12.200 METERS 27401     |
 FH1158|---------------------------------------------------------------------|
 FH1158
 FH1158                          SUPERSEDED SURVEY CONTROL
 FH1158
 FH1158  NAD 83(1986)-  35 44 25.81200(N)    095 44 44.91357(W) AD(       ) 2
 FH1158  NAD 27      -  35 44 25.44872(N)    095 44 43.96409(W) AD(       ) 2
 FH1158  NGVD 29 (07/19/86)  213.5    (m)          700.     (f) VERT ANG       
 FH1158
 FH1158.Superseded values are not recommended for survey control.
 FH1158
 FH1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1158.See file dsdata.pdf to determine how the superseded data were derived.
 FH1158
 FH1158_MARKER: DD = SURVEY DISK
 FH1158_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1158+WITH SETTING: INFORMATION.
 FH1158_STAMPING: ET ROY 1968
 FH1158_MARK LOGO: USGS
 FH1158_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1158
 FH1158  HISTORY     - Date     Condition        Report By
 FH1158  HISTORY     - 1968     MONUMENTED       USGS
 FH1158
 FH1158                          STATION DESCRIPTION
 FH1158
 FH1158'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 FH1158'THE STATION IS ABOUT 15.6 MI NE. OF OKMULGEE, 0.2 MI E. OF
 FH1158'A CROSSROADS, T. 15 N., R. 15 E., NEAR THE W. SIXTEENTH CORNER
 FH1158'BETWEEN SECS. 29 AND 32, 70 FT N. OF CENTER OF HWY. ON TOP OF
 FH1158'N. EDGE OF HWY. CUT.
 FH1158'
 FH1158'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 75 AND
 FH1158'MAIN STREET IN OKMULGEE, GO N. ON U.S. HWY. 75 FOR 8.8 MI TO THE
 FH1158'JUNCTION OF STATE HWY. 16, TURN RIGHT (E.) ON STATE HWY. 16 FOR
 FH1158'14.2 MI TO A CROSSROADS, CONTINUE E. FOR APPROX. 0.2 MI TO A
 FH1158'HWY. CUT AND STATION ON LEFT (N.)
 FH1158'
 FH1158'THE STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1158'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 FH1158'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET ROY 1968 IS 70 FT N. OF
 FH1158'CENTER OF HWY., 11 FT N. OF S. EDGE OF CUT, 6 FT S. OF THE
 FH1158'N. RIGHT-OF-WAY FENCE AND 6 FT S. OF METAL USGS WITNESS POST ON
 FH1158'TOP OF N. EDGE OF HWY. CUT.  THE MARK IS FLUSH WITH THE GROUND.
 FH1158'
 FH1158'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1158'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED
 FH1158'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ROY NO 1 1968 IS
 FH1158'W. OF THE STATION, 73 FT N. OF CENTER OF HWY., 15 FT N. OF
 FH1158'S. EDGE OF HWY. CUT AND 3 FT S. OF N. RIGHT-OF-WAY FENCE.  THE
 FH1158'MARK IS FLUSH WITH THE GROUND.
 FH1158'
 FH1158'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 FH1158'COATED RODS SET IN 6 IN. DIAMETER TILE, 12 IN. LONG AND FILLED
 FH1158'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ROY NO 2 1968 IS
 FH1158'E. OF THE STATION, 74 FT N. OF CENTER OF HWY., 16 FT N. OF
 FH1158'S. EDGE OF CUT, AND 2 FT S. OF N. RIGHT-OF-WAY FENCE.  THE MARK
 FH1158'IS FLUSH WITH THE GROUND.
 FH1158'
 FH1158'NO AZIMUTH MARK SET
 FH1158'
 FH1158'REFERENCE AZIMUTH USED - TAFT STATE HOSPITAL FOR INSANE WATER
 FH1158'TANK
 FH1158'
 FH1158'WATER TANK FOR TAFT STATE HOSPITAL FOR INSANE, 0.8 MI N. OF
 FH1158'NEW STATE HWY. 16, 124 FT W. OF CENTER OF SECTION LINE RD.  IT IS
 FH1158'A HORTON WATERSPHERE BUILT IN 1967, T. 15 N., RS. 16 AND 17
 FH1158'E., NEAR THE N. SIXTEENTH CORNER BETWEEN SECS. 25 AND 30.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0546 ***********************************************************************
 FK0546  DESIGNATION -  ROY
 FK0546  PID         -  FK0546
 FK0546  STATE/COUNTY-  OK/GRADY
 FK0546  COUNTRY     -  US
 FK0546  USGS QUAD   -  ANADARKO NE (2018)
 FK0546
 FK0546                         *CURRENT SURVEY CONTROL
 FK0546  ______________________________________________________________________
 FK0546* NAD 83(1993) POSITION- 35 14 40.91864(N) 098 00 33.91901(W)   ADJUSTED
 FK0546* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 FK0546  ______________________________________________________________________
 FK0546  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 FK0546  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 FK0546  HORZ ORDER      -  THIRD
 FK0546
 FK0546.The horizontal coordinates were established by classical geodetic methods
 FK0546.and adjusted by the National Geodetic Survey in November 1994.
 FK0546
 FK0546.The orthometric height was scaled from a topographic map.
 FK0546
 FK0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0546.GEOID18 height accuracy estimate available here.
 FK0546
 FK0546.Click photographs - Photos may exist for this station.
 FK0546
 FK0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0546
 FK0546. The following values were computed from the NAD 83(1993) position.
 FK0546
 FK0546;                    North         East     Units Scale Factor Converg.
 FK0546;SPC OK S     -   212,022.389   599,142.454   MT  1.00000227   -0 00 19.3
 FK0546;SPC OK S     -   695,610.12  1,965,686.53   sFT  1.00000227   -0 00 19.3
 FK0546;UTM  14      - 3,900,629.472   590,123.478   MT  0.99970010   +0 34 18.0
 FK0546
 FK0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0546!SPC OK S     -   0.99993765  x   1.00000227  =   0.99993992
 FK0546!UTM  14      -   0.99993765  x   0.99970010  =   0.99963777
 FK0546
 FK0546:                Primary Azimuth Mark                     Grid Az
 FK0546:SPC OK S     -  ROY AZ MK                                066 06 54.6
 FK0546:UTM  14      -  ROY AZ MK                                065 32 17.3
 FK0546
 FK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9012300629(NAD 83)
 FK0546
 FK0546|---------------------------------------------------------------------|
 FK0546| PID    Reference Object                     Distance      Geod. Az  |
 FK0546|                                                           dddmmss.s |
 FK0546| CL3907 ROY RM 1                              9.006 METERS 00953     |
 FK0546| CL3906 ROY AZ MK                                          0660635.3 |
 FK0546| FJ1063 TUTTLE MUNICIPAL TANK               APPROX.18.2 KM 0734837.4 |
 FK0546| CL3908 ROY RM 2                              9.001 METERS 26728     |
 FK0546|---------------------------------------------------------------------|
 FK0546
 FK0546                          SUPERSEDED SURVEY CONTROL
 FK0546
 FK0546  NAD 83(1986)-  35 14 40.92377(N)    098 00 33.90214(W) AD(       ) 3
 FK0546  NAD 27      -  35 14 40.70512(N)    098 00 32.72728(W) AD(       ) 3
 FK0546
 FK0546.Superseded values are not recommended for survey control.
 FK0546
 FK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0546.See file dsdata.pdf to determine how the superseded data were derived.
 FK0546
 FK0546_MARKER: DS = TRIANGULATION STATION DISK
 FK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0546_STAMPING: ROY 1957
 FK0546_MARK LOGO: CGS
 FK0546_PROJECTION: FLUSH
 FK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0546+STABILITY: SURFACE MOTION
 FK0546
 FK0546  HISTORY     - Date     Condition        Report By
 FK0546  HISTORY     - 1957     MONUMENTED       CGS
 FK0546
 FK0546                          STATION DESCRIPTION
 FK0546
 FK0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FK0546'STATION IS ON THE HIGHEST PART OF A HIGH PROMINENT RIDGE,
 FK0546'6 MILES SOUTHWEST OF MINCO, ABOUT 5 MILES NORTHWEST OF POCASSET,
 FK0546'ON LAND OWNED BY MR. ROY BRANSCOM, IN THE NORTHEAST 1/4
 FK0546'OF SECTION 23, T 9 N, R 8 W.
 FK0546'
 FK0546'REACHED FROM THE STOP LIGHT IN MINCO, BY GOING SOUTH ON
 FK0546'U.S. HIGHWAY 81 FOR 4.6 MILES TO CROSSROADS, JUST AFTER
 FK0546'PASSING RED BRICK SCHOOLHOUSE ON THE LEFT, TURN RIGHT, WEST,
 FK0546'FOR 2.7 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 FK0546'WEST ON GRADED ROAD FOR 0.4 MILE TO TOP OF RIDGE AND GATE
 FK0546'ON THE LEFT, TURN LEFT, SOUTH, PASSING THROUGH THE GATE
 FK0546'FOR 0.1 MILE TO HIGHEST POINT OF HILL AND STATION ON THE
 FK0546'LEFT.
 FK0546'
 FK0546'STATION MARKS ARE STANDARD DISKS, STAMPED ROY 1957.  THE
 FK0546'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FK0546'POST FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET EAST
 FK0546'OF THE CENTER OF A TRACK ROAD AND 0.1 MILE SOUTH OF A GRADED
 FK0546'ROAD.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS
 FK0546'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 FK0546'
 FK0546'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROY NO 1 1957,
 FK0546'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH
 FK0546'WITH THE GROUND SURFACE.  IT IS 68 FEET EAST OF THE CENTER
 FK0546'OF A TRACK ROAD.
 FK0546'
 FK0546'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROY NO 2 1957,
 FK0546'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH
 FK0546'WITH THE GROUND SURFACE.  IT IS 45 FEET EAST OF THE CENTER
 FK0546'OF A TRACK ROAD.
 FK0546'
 FK0546'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROY 1957, SET IN
 FK0546'THE TOP OF A 10-INCH, SQUARE CONCRETE POST PROJECTING 4
 FK0546'INCHES.  IT IS 40 FEET NORTHEAST OF THE CENTER OF INTERSECTION
 FK0546'OF FARM DRIVEWAY AND GRADED ROAD, 71 FEET NORTH OF AN EAST
 FK0546'GATEPOST IN AN EAST-WEST FENCE LINE, 38 FEET NORTH OF THE
 FK0546'CENTER OF A GRADED ROAD, 19 FEET EAST-NORTHEAST OF THE CENTER
 FK0546'OF THE FARM DRIVEWAY AND 4 FEET NORTHEAST OF A POWERLINE
 FK0546'POLE.  A WHITE POST WAS SET 2 FEET SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0598 ***********************************************************************
 GJ0598  DESIGNATION -  ROYAL
 GJ0598  PID         -  GJ0598
 GJ0598  STATE/COUNTY-  OK/MAJOR
 GJ0598  COUNTRY     -  US
 GJ0598  USGS QUAD   -  BELVA (2018)
 GJ0598
 GJ0598                         *CURRENT SURVEY CONTROL
 GJ0598  ______________________________________________________________________
 GJ0598* NAD 83(1993) POSITION- 36 23 27.38098(N) 098 53 19.29582(W)   ADJUSTED
 GJ0598* NAVD 88 ORTHO HEIGHT -   532.    (meters)     1745.    (feet) SCALED
 GJ0598  ______________________________________________________________________
 GJ0598  GEOID HEIGHT    -        -27.982 (meters)                     GEOID18
 GJ0598  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 GJ0598  HORZ ORDER      -  THIRD
 GJ0598
 GJ0598.The horizontal coordinates were established by classical geodetic methods
 GJ0598.and adjusted by the National Geodetic Survey in November 1994.
 GJ0598
 GJ0598.The orthometric height was scaled from a topographic map.
 GJ0598
 GJ0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0598.GEOID18 height accuracy estimate available here.
 GJ0598
 GJ0598.Click photographs - Photos may exist for this station.
 GJ0598
 GJ0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0598
 GJ0598. The following values were computed from the NAD 83(1993) position.
 GJ0598
 GJ0598;                    North         East     Units Scale Factor Converg.
 GJ0598;SPC OK N     -   154,694.823   520,274.340   MT  0.99995299   -0 31 28.1
 GJ0598;SPC OK N     -   507,527.93  1,706,933.40   sFT  0.99995299   -0 31 28.1
 GJ0598;UTM  14      - 4,027,316.491   509,982.065   MT  0.99960123   +0 03 57.7
 GJ0598
 GJ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0598!SPC OK N     -   0.99992087  x   0.99995299  =   0.99987387
 GJ0598!UTM  14      -   0.99992087  x   0.99960123  =   0.99952213
 GJ0598
 GJ0598:                Primary Azimuth Mark                     Grid Az
 GJ0598:SPC OK N     -  ROYAL AZ MK                              355 46 36.1
 GJ0598:UTM  14      -  ROYAL AZ MK                              355 11 10.3
 GJ0598
 GJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0998227316(NAD 83)
 GJ0598
 GJ0598|---------------------------------------------------------------------|
 GJ0598| PID    Reference Object                     Distance      Geod. Az  |
 GJ0598|                                                           dddmmss.s |
 GJ0598| CL3910 ROYAL RM 1                           13.452 METERS 00257     |
 GJ0598| GJ0629 WAYNOKA MUNICIPAL STANPIPE          APPROX.22.0 KM 0061700.6 |
 GJ0598| CL3911 ROYAL RM 2                           13.280 METERS 08809     |
 GJ0598| CL3909 ROYAL AZ MK                                        3551508.0 |
 GJ0598|---------------------------------------------------------------------|
 GJ0598
 GJ0598                          SUPERSEDED SURVEY CONTROL
 GJ0598
 GJ0598  NAD 83(1986)-  36 23 27.38490(N)    098 53 19.28290(W) AD(       ) 3
 GJ0598  NAD 27      -  36 23 27.25430(N)    098 53 17.95090(W) AD(       ) 3
 GJ0598
 GJ0598.Superseded values are not recommended for survey control.
 GJ0598
 GJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0598.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0598
 GJ0598_MARKER: DS = TRIANGULATION STATION DISK
 GJ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0598_STAMPING: ROYAL 1951
 GJ0598_MARK LOGO: CGS
 GJ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0598+STABILITY: SURFACE MOTION
 GJ0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0598+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 GJ0598
 GJ0598  HISTORY     - Date     Condition        Report By
 GJ0598  HISTORY     - 1951     MONUMENTED       CGS
 GJ0598  HISTORY     - 20090512 GOOD             AIRDAT
 GJ0598
 GJ0598                          STATION DESCRIPTION
 GJ0598
 GJ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0598'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF WAYNOKA, ABOUT 2.1
 GJ0598'MILES SOUTH OF THE JUNCTION OF U. S. HIGHWAY 281 AND STATE HIGHWAY
 GJ0598'15, 72 FEET EAST OF THE CENTER OF U. S. HIGHWAY 281, 6 FEET NORTH
 GJ0598'OF A POWER LINE POLE, 5 FEET SOUTHWEST OF A FENCE CORNER, AND 5
 GJ0598'FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 GJ0598'STAMPED ROYAL 1951.
 GJ0598'
 GJ0598'REFERENCE MARK NO. 1 IS 72 FEET EAST OF THE CENTER OF U. S. HIGHWAY
 GJ0598'281, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6
 GJ0598'INCHES AND IS STAMPED ROYAL NO 1 1951.
 GJ0598'
 GJ0598'REFERENCE MARK NO. 2 IS 44 FEET EAST OF A POWER LINE POLE, AND 1 FOOT
 GJ0598'SOUTH OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES AND IS
 GJ0598'STAMPED ROYAL NO 2 1951.
 GJ0598'
 GJ0598'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 GJ0598'59.36 FEET.
 GJ0598'
 GJ0598'THE AZIMUTH MARK IS 52 FEET WEST OF U. S. HIGHWAY 281, 22 FEET NORTH
 GJ0598'OF THE DRIVEWAY TO SCHOOL HOUSE, AND 2 FEET NORTH OF A WITNESS POST.
 GJ0598'IT PROJECTS 4 INCHES AND IS STAMPED ROYAL 1951.
 GJ0598'
 GJ0598'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA GO SOUTH ON
 GJ0598'U. S. HIGHWAY 281 FOR 11.6 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GJ0598'281 AND STATE HIGHWAY 15, CONTINUE SOUTH ON U. S. HIGHWAY 281 FOR
 GJ0598'1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT, THEN CONTINUE SOUTH ON
 GJ0598'U. S. HIGHWAY 281 FOR 0.25 MILE TO THE STATION ON THE LEFT AS
 GJ0598'DESCRIBED.
 GJ0598
 GJ0598                          STATION RECOVERY (2009)
 GJ0598
 GJ0598'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 GJ0598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0370 ***********************************************************************
 EL0370  DESIGNATION -  RRBM 160
 EL0370  PID         -  EL0370
 EL0370  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0370  COUNTRY     -  US
 EL0370  USGS QUAD   -  WANETTE (2018)
 EL0370
 EL0370                         *CURRENT SURVEY CONTROL
 EL0370  ______________________________________________________________________
 EL0370* NAD 83(1986) POSITION- 34 59 52.     (N) 097 02 23.     (W)   SCALED
 EL0370* NAVD 88 ORTHO HEIGHT -   312.714 (meters)     1025.96  (feet) ADJUSTED
 EL0370  ______________________________________________________________________
 EL0370  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 EL0370  DYNAMIC HEIGHT  -        312.411 (meters)     1024.97  (feet) COMP
 EL0370  MODELED GRAVITY -    979,655.7   (mgal)                       NAVD 88
 EL0370
 EL0370  VERT ORDER      -  SECOND    CLASS 0
 EL0370
 EL0370.The horizontal coordinates were scaled from a map and have
 EL0370.an estimated accuracy of +/- 6 seconds.
 EL0370
 EL0370.The orthometric height was determined by differential leveling and
 EL0370.adjusted by the NATIONAL GEODETIC SURVEY
 EL0370.in June 1991.
 EL0370
 EL0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0370.GEOID18 height accuracy estimate available here.
 EL0370
 EL0370.Click photographs - Photos may exist for this station.
 EL0370
 EL0370.The dynamic height is computed by dividing the NAVD 88
 EL0370.geopotential number by the normal gravity value computed on the
 EL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0370.degrees latitude (g = 980.6199 gals.).
 EL0370
 EL0370.The modeled gravity was interpolated from observed gravity values.
 EL0370
 EL0370;                    North         East    Units  Estimated Accuracy
 EL0370;SPC OK S     -   185,050.      687,660.      MT  (+/- 180 meters Scaled)
 EL0370
 EL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD788745(NAD 83)
 EL0370
 EL0370                          SUPERSEDED SURVEY CONTROL
 EL0370
 EL0370  NGVD 29 (??/??/92)  312.626  (m)         1025.67   (f) ADJ UNCH    2 0
 EL0370
 EL0370.Superseded values are not recommended for survey control.
 EL0370
 EL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0370.See file dsdata.pdf to determine how the superseded data were derived.
 EL0370
 EL0370_MARKER: Z = SEE DESCRIPTION
 EL0370_SETTING: 0 = UNSPECIFIED SETTING
 EL0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0370
 EL0370  HISTORY     - Date     Condition        Report By
 EL0370  HISTORY     - UNK      MONUMENTED
 EL0370  HISTORY     - 1934     GOOD             CGS
 EL0370
 EL0370                          STATION DESCRIPTION
 EL0370
 EL0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0370'2.3 MI N FROM WANETTE.
 EL0370'2.3 MILES NORTH OF A.T. ND S.F. RY. STATION WANETTE, ABOUT 2
 EL0370'FEET INSIDE THE EAST RIGHT OF WAY FENCE LINE OF THE ATCHISON,
 EL0370'TOPEKA AND SANTA FE RY., MILEPOST 160.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0367 ***********************************************************************
 EL0367  DESIGNATION -  RRBM 161
 EL0367  PID         -  EL0367
 EL0367  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0367  COUNTRY     -  US
 EL0367  USGS QUAD   -  WANETTE (2018)
 EL0367
 EL0367                         *CURRENT SURVEY CONTROL
 EL0367  ______________________________________________________________________
 EL0367* NAD 83(1986) POSITION- 34 58 57.     (N) 097 02 11.     (W)   SCALED
 EL0367* NAVD 88 ORTHO HEIGHT -   304.503 (meters)      999.02  (feet) ADJUSTED
 EL0367  ______________________________________________________________________
 EL0367  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 EL0367  DYNAMIC HEIGHT  -        304.208 (meters)      998.06  (feet) COMP
 EL0367  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 EL0367
 EL0367  VERT ORDER      -  SECOND    CLASS 0
 EL0367
 EL0367.The horizontal coordinates were scaled from a map and have
 EL0367.an estimated accuracy of +/- 6 seconds.
 EL0367
 EL0367.The orthometric height was determined by differential leveling and
 EL0367.adjusted by the NATIONAL GEODETIC SURVEY
 EL0367.in June 1991.
 EL0367
 EL0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0367.GEOID18 height accuracy estimate available here.
 EL0367
 EL0367.Click photographs - Photos may exist for this station.
 EL0367
 EL0367.The dynamic height is computed by dividing the NAVD 88
 EL0367.geopotential number by the normal gravity value computed on the
 EL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0367.degrees latitude (g = 980.6199 gals.).
 EL0367
 EL0367.The modeled gravity was interpolated from observed gravity values.
 EL0367
 EL0367;                    North         East    Units  Estimated Accuracy
 EL0367;SPC OK S     -   183,350.      687,980.      MT  (+/- 180 meters Scaled)
 EL0367
 EL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD792728(NAD 83)
 EL0367
 EL0367                          SUPERSEDED SURVEY CONTROL
 EL0367
 EL0367  NGVD 29 (??/??/92)  304.416  (m)          998.74   (f) ADJ UNCH    2 0
 EL0367
 EL0367.Superseded values are not recommended for survey control.
 EL0367
 EL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0367.See file dsdata.pdf to determine how the superseded data were derived.
 EL0367
 EL0367_MARKER: Z = SEE DESCRIPTION
 EL0367_SETTING: 0 = UNSPECIFIED SETTING
 EL0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0367
 EL0367  HISTORY     - Date     Condition        Report By
 EL0367  HISTORY     - UNK      MONUMENTED
 EL0367  HISTORY     - 1934     GOOD             CGS
 EL0367
 EL0367                          STATION DESCRIPTION
 EL0367
 EL0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0367'1.3 MI N FROM WANETTE.
 EL0367'1.3 MILES NORTH OF A.T. AND S.F. RY. STATION, WANETTE.  ABOUT 2
 EL0367'FEET INSIDE THE RIGHT OF WAY FENCE EAST OF THE ATCHISON, TOPEKA
 EL0367'AND SANTA FE RY., MILEPOST 161
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0366 ***********************************************************************
 EL0366  DESIGNATION -  RRBM 162
 EL0366  PID         -  EL0366
 EL0366  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0366  COUNTRY     -  US
 EL0366  USGS QUAD   -  WANETTE (2018)
 EL0366
 EL0366                         *CURRENT SURVEY CONTROL
 EL0366  ______________________________________________________________________
 EL0366* NAD 83(1986) POSITION- 34 58 05.     (N) 097 02 11.     (W)   SCALED
 EL0366* NAVD 88 ORTHO HEIGHT -   299.311 (meters)      981.99  (feet) ADJUSTED
 EL0366  ______________________________________________________________________
 EL0366  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 EL0366  DYNAMIC HEIGHT  -        299.020 (meters)      981.03  (feet) COMP
 EL0366  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 EL0366
 EL0366  VERT ORDER      -  SECOND    CLASS 0
 EL0366
 EL0366.The horizontal coordinates were scaled from a map and have
 EL0366.an estimated accuracy of +/- 6 seconds.
 EL0366
 EL0366.The orthometric height was determined by differential leveling and
 EL0366.adjusted by the NATIONAL GEODETIC SURVEY
 EL0366.in June 1991.
 EL0366
 EL0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0366.GEOID18 height accuracy estimate available here.
 EL0366
 EL0366.Click photographs - Photos may exist for this station.
 EL0366
 EL0366.The dynamic height is computed by dividing the NAVD 88
 EL0366.geopotential number by the normal gravity value computed on the
 EL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0366.degrees latitude (g = 980.6199 gals.).
 EL0366
 EL0366.The modeled gravity was interpolated from observed gravity values.
 EL0366
 EL0366;                    North         East    Units  Estimated Accuracy
 EL0366;SPC OK S     -   181,750.      688,000.      MT  (+/- 180 meters Scaled)
 EL0366
 EL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD792712(NAD 83)
 EL0366
 EL0366                          SUPERSEDED SURVEY CONTROL
 EL0366
 EL0366  NGVD 29 (??/??/92)  299.226  (m)          981.71   (f) ADJ UNCH    2 0
 EL0366
 EL0366.Superseded values are not recommended for survey control.
 EL0366
 EL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0366.See file dsdata.pdf to determine how the superseded data were derived.
 EL0366
 EL0366
 EL0366  HISTORY     - Date     Condition        Report By
 EL0366  HISTORY     - UNK      MONUMENTED
 EL0366  HISTORY     - 1934     GOOD             CGS
 EL0366  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0366
 EL0366                          STATION DESCRIPTION
 EL0366
 EL0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0366'AT WANETTE.
 EL0366'AT WANETTE, ABOUT 2 FEET INSIDE THE RIGHT OF WAY FENCE OF THE
 EL0366'ATCHISON, TOPEKA AND SANTA FE RY., MILEPOST 162.
 EL0366
 EL0366                          STATION RECOVERY (2017)
 EL0366
 EL0366'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0362 ***********************************************************************
 EL0362  DESIGNATION -  RRBM 163
 EL0362  PID         -  EL0362
 EL0362  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0362  COUNTRY     -  US
 EL0362  USGS QUAD   -  WANETTE (2018)
 EL0362
 EL0362                         *CURRENT SURVEY CONTROL
 EL0362  ______________________________________________________________________
 EL0362* NAD 83(1986) POSITION- 34 57 11.     (N) 097 02 14.     (W)   SCALED
 EL0362* NAVD 88 ORTHO HEIGHT -   295.467 (meters)      969.38  (feet) ADJUSTED
 EL0362  ______________________________________________________________________
 EL0362  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 EL0362  DYNAMIC HEIGHT  -        295.180 (meters)      968.44  (feet) COMP
 EL0362  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 EL0362
 EL0362  VERT ORDER      -  SECOND    CLASS 0
 EL0362
 EL0362.The horizontal coordinates were scaled from a map and have
 EL0362.an estimated accuracy of +/- 6 seconds.
 EL0362
 EL0362.The orthometric height was determined by differential leveling and
 EL0362.adjusted by the NATIONAL GEODETIC SURVEY
 EL0362.in June 1991.
 EL0362
 EL0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0362.GEOID18 height accuracy estimate available here.
 EL0362
 EL0362.Click photographs - Photos may exist for this station.
 EL0362
 EL0362.The dynamic height is computed by dividing the NAVD 88
 EL0362.geopotential number by the normal gravity value computed on the
 EL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0362.degrees latitude (g = 980.6199 gals.).
 EL0362
 EL0362.The modeled gravity was interpolated from observed gravity values.
 EL0362
 EL0362;                    North         East    Units  Estimated Accuracy
 EL0362;SPC OK S     -   180,090.      687,940.      MT  (+/- 180 meters Scaled)
 EL0362
 EL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD792695(NAD 83)
 EL0362
 EL0362                          SUPERSEDED SURVEY CONTROL
 EL0362
 EL0362  NGVD 29 (??/??/92)  295.383  (m)          969.10   (f) ADJ UNCH    2 0
 EL0362
 EL0362.Superseded values are not recommended for survey control.
 EL0362
 EL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0362.See file dsdata.pdf to determine how the superseded data were derived.
 EL0362
 EL0362_MARKER: Z = SEE DESCRIPTION
 EL0362_SETTING: 0 = UNSPECIFIED SETTING
 EL0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0362
 EL0362  HISTORY     - Date     Condition        Report By
 EL0362  HISTORY     - UNK      MONUMENTED
 EL0362  HISTORY     - 1934     GOOD             CGS
 EL0362
 EL0362                          STATION DESCRIPTION
 EL0362
 EL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0362'0.7 MI SW FROM WANETTE.
 EL0362'0.7 MILES SOUTHWEST OF A.T. AND S.F. RY. STATION, WANETTE, ABOUT
 EL0362'2 FEET INSIDE THE RIGHT OF WAY FENCE EAST OF THE ATCHISON, TOPEKA
 EL0362'AND SANTA FE RY., MILEPOST 163.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0360 ***********************************************************************
 EL0360  DESIGNATION -  RRBM 165
 EL0360  PID         -  EL0360
 EL0360  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0360  COUNTRY     -  US
 EL0360  USGS QUAD   -  WANETTE (2018)
 EL0360
 EL0360                         *CURRENT SURVEY CONTROL
 EL0360  ______________________________________________________________________
 EL0360* NAD 83(1986) POSITION- 34 55 35.     (N) 097 01 46.     (W)   SCALED
 EL0360* NAVD 88 ORTHO HEIGHT -   297.367 (meters)      975.61  (feet) ADJUSTED
 EL0360  ______________________________________________________________________
 EL0360  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 EL0360  DYNAMIC HEIGHT  -        297.078 (meters)      974.66  (feet) COMP
 EL0360  MODELED GRAVITY -    979,654.4   (mgal)                       NAVD 88
 EL0360
 EL0360  VERT ORDER      -  SECOND    CLASS 0
 EL0360
 EL0360.The horizontal coordinates were scaled from a map and have
 EL0360.an estimated accuracy of +/- 6 seconds.
 EL0360
 EL0360.The orthometric height was determined by differential leveling and
 EL0360.adjusted by the NATIONAL GEODETIC SURVEY
 EL0360.in June 1991.
 EL0360
 EL0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0360.GEOID18 height accuracy estimate available here.
 EL0360
 EL0360.Click photographs - Photos may exist for this station.
 EL0360
 EL0360.The dynamic height is computed by dividing the NAVD 88
 EL0360.geopotential number by the normal gravity value computed on the
 EL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0360.degrees latitude (g = 980.6199 gals.).
 EL0360
 EL0360.The modeled gravity was interpolated from observed gravity values.
 EL0360
 EL0360;                    North         East    Units  Estimated Accuracy
 EL0360;SPC OK S     -   177,140.      688,670.      MT  (+/- 180 meters Scaled)
 EL0360
 EL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD799666(NAD 83)
 EL0360
 EL0360                          SUPERSEDED SURVEY CONTROL
 EL0360
 EL0360  NGVD 29 (??/??/92)  297.283  (m)          975.34   (f) ADJ UNCH    2 0
 EL0360
 EL0360.Superseded values are not recommended for survey control.
 EL0360
 EL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0360.See file dsdata.pdf to determine how the superseded data were derived.
 EL0360
 EL0360_MARKER: Z = SEE DESCRIPTION
 EL0360_SETTING: 0 = UNSPECIFIED SETTING
 EL0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0360
 EL0360  HISTORY     - Date     Condition        Report By
 EL0360  HISTORY     - UNK      MONUMENTED
 EL0360  HISTORY     - 1934     GOOD             CGS
 EL0360
 EL0360                          STATION DESCRIPTION
 EL0360
 EL0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0360'2.7 MI SW FROM WANETTE.
 EL0360'2.7 MILES SOUTHWEST OF A.T. AND S.F. RY STATION WANETTE,
 EL0360'ABOUT TWO FEET INSIDE THE RIGHT OF WAY FENCE OF THE ATCHISON,
 EL0360'TOPEKA AND SANTA FE RY. MILEPOST 165.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0359 ***********************************************************************
 EL0359  DESIGNATION -  RRBM 166
 EL0359  PID         -  EL0359
 EL0359  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0359  COUNTRY     -  US
 EL0359  USGS QUAD   -  WANETTE (2018)
 EL0359
 EL0359                         *CURRENT SURVEY CONTROL
 EL0359  ______________________________________________________________________
 EL0359* NAD 83(1986) POSITION- 34 55 18.     (N) 097 02 45.     (W)   SCALED
 EL0359* NAVD 88 ORTHO HEIGHT -   292.271 (meters)      958.89  (feet) ADJUSTED
 EL0359  ______________________________________________________________________
 EL0359  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 EL0359  DYNAMIC HEIGHT  -        291.986 (meters)      957.96  (feet) COMP
 EL0359  MODELED GRAVITY -    979,653.6   (mgal)                       NAVD 88
 EL0359
 EL0359  VERT ORDER      -  SECOND    CLASS 0
 EL0359
 EL0359.The horizontal coordinates were scaled from a map and have
 EL0359.an estimated accuracy of +/- 6 seconds.
 EL0359
 EL0359.The orthometric height was determined by differential leveling and
 EL0359.adjusted by the NATIONAL GEODETIC SURVEY
 EL0359.in June 1991.
 EL0359
 EL0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0359.GEOID18 height accuracy estimate available here.
 EL0359
 EL0359.Click photographs - Photos may exist for this station.
 EL0359
 EL0359.The dynamic height is computed by dividing the NAVD 88
 EL0359.geopotential number by the normal gravity value computed on the
 EL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0359.degrees latitude (g = 980.6199 gals.).
 EL0359
 EL0359.The modeled gravity was interpolated from observed gravity values.
 EL0359
 EL0359;                    North         East    Units  Estimated Accuracy
 EL0359;SPC OK S     -   176,600.      687,180.      MT  (+/- 180 meters Scaled)
 EL0359
 EL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD785660(NAD 83)
 EL0359
 EL0359                          SUPERSEDED SURVEY CONTROL
 EL0359
 EL0359  NGVD 29 (??/??/92)  292.188  (m)          958.62   (f) ADJ UNCH    2 0
 EL0359
 EL0359.Superseded values are not recommended for survey control.
 EL0359
 EL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0359.See file dsdata.pdf to determine how the superseded data were derived.
 EL0359
 EL0359_MARKER: Z = SEE DESCRIPTION
 EL0359_SETTING: 0 = UNSPECIFIED SETTING
 EL0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0359
 EL0359  HISTORY     - Date     Condition        Report By
 EL0359  HISTORY     - UNK      MONUMENTED
 EL0359  HISTORY     - 1934     GOOD             CGS
 EL0359
 EL0359                          STATION DESCRIPTION
 EL0359
 EL0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0359'3.4 MI NE FROM BYARS.
 EL0359'3.4 MILES NORTHEAST OF A.T. AND S.F. RY. STATION, BYARS.
 EL0359'ABOUT 2 FEET FROM THE RIGHT OF WAY FENCE EAST OF THE ATCHISON,
 EL0359'TOPEKA AND SANTA FE RY. MILEPOST 166.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0357 ***********************************************************************
 EL0357  DESIGNATION -  RRBM 167
 EL0357  PID         -  EL0357
 EL0357  STATE/COUNTY-  OK/MCCLAIN
 EL0357  COUNTRY     -  US
 EL0357  USGS QUAD   -  WANETTE (2018)
 EL0357
 EL0357                         *CURRENT SURVEY CONTROL
 EL0357  ______________________________________________________________________
 EL0357* NAD 83(1986) POSITION- 34 54 33.     (N) 097 03 07.     (W)   SCALED
 EL0357* NAVD 88 ORTHO HEIGHT -   295.438 (meters)      969.28  (feet) ADJUSTED
 EL0357  ______________________________________________________________________
 EL0357  GEOID HEIGHT    -        -26.040 (meters)                     GEOID18
 EL0357  DYNAMIC HEIGHT  -        295.150 (meters)      968.34  (feet) COMP
 EL0357  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 EL0357
 EL0357  VERT ORDER      -  SECOND    CLASS 0
 EL0357
 EL0357.The horizontal coordinates were scaled from a map and have
 EL0357.an estimated accuracy of +/- 6 seconds.
 EL0357
 EL0357.The orthometric height was determined by differential leveling and
 EL0357.adjusted by the NATIONAL GEODETIC SURVEY
 EL0357.in June 1991.
 EL0357
 EL0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0357.GEOID18 height accuracy estimate available here.
 EL0357
 EL0357.Click photographs - Photos may exist for this station.
 EL0357
 EL0357.The dynamic height is computed by dividing the NAVD 88
 EL0357.geopotential number by the normal gravity value computed on the
 EL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0357.degrees latitude (g = 980.6199 gals.).
 EL0357
 EL0357.The modeled gravity was interpolated from observed gravity values.
 EL0357
 EL0357;                    North         East    Units  Estimated Accuracy
 EL0357;SPC OK S     -   175,210.      686,640.      MT  (+/- 180 meters Scaled)
 EL0357
 EL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD779647(NAD 83)
 EL0357
 EL0357                          SUPERSEDED SURVEY CONTROL
 EL0357
 EL0357  NGVD 29 (??/??/92)  295.354  (m)          969.01   (f) ADJ UNCH    2 0
 EL0357
 EL0357.Superseded values are not recommended for survey control.
 EL0357
 EL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0357.See file dsdata.pdf to determine how the superseded data were derived.
 EL0357
 EL0357_MARKER: Z = SEE DESCRIPTION
 EL0357_SETTING: 0 = UNSPECIFIED SETTING
 EL0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0357
 EL0357  HISTORY     - Date     Condition        Report By
 EL0357  HISTORY     - UNK      MONUMENTED
 EL0357  HISTORY     - 1934     GOOD             CGS
 EL0357
 EL0357                          STATION DESCRIPTION
 EL0357
 EL0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0357'2.4 MI NE FROM BYARS.
 EL0357'ABOUT 2 FEET FROM THE RIGHT OF WAY FENCE EAST OF THE ATCHISON,
 EL0357'TOPEKA AND SANTA FE RY. MILEPOST 167.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0355 ***********************************************************************
 EL0355  DESIGNATION -  RRBM 168
 EL0355  PID         -  EL0355
 EL0355  STATE/COUNTY-  OK/MCCLAIN
 EL0355  COUNTRY     -  US
 EL0355  USGS QUAD   -  WANETTE (2018)
 EL0355
 EL0355                         *CURRENT SURVEY CONTROL
 EL0355  ______________________________________________________________________
 EL0355* NAD 83(1986) POSITION- 34 53 39.     (N) 097 02 59.     (W)   SCALED
 EL0355* NAVD 88 ORTHO HEIGHT -   302.595 (meters)      992.76  (feet) ADJUSTED
 EL0355  ______________________________________________________________________
 EL0355  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 EL0355  DYNAMIC HEIGHT  -        302.300 (meters)      991.80  (feet) COMP
 EL0355  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 EL0355
 EL0355  VERT ORDER      -  SECOND    CLASS 0
 EL0355
 EL0355.The horizontal coordinates were scaled from a map and have
 EL0355.an estimated accuracy of +/- 6 seconds.
 EL0355
 EL0355.The orthometric height was determined by differential leveling and
 EL0355.adjusted by the NATIONAL GEODETIC SURVEY
 EL0355.in June 1991.
 EL0355
 EL0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0355.GEOID18 height accuracy estimate available here.
 EL0355
 EL0355.Click photographs - Photos may exist for this station.
 EL0355
 EL0355.The dynamic height is computed by dividing the NAVD 88
 EL0355.geopotential number by the normal gravity value computed on the
 EL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0355.degrees latitude (g = 980.6199 gals.).
 EL0355
 EL0355.The modeled gravity was interpolated from observed gravity values.
 EL0355
 EL0355;                    North         East    Units  Estimated Accuracy
 EL0355;SPC OK S     -   173,540.      686,860.      MT  (+/- 180 meters Scaled)
 EL0355
 EL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD782630(NAD 83)
 EL0355
 EL0355                          SUPERSEDED SURVEY CONTROL
 EL0355
 EL0355  NGVD 29 (??/??/92)  302.510  (m)          992.48   (f) ADJ UNCH    2 0
 EL0355
 EL0355.Superseded values are not recommended for survey control.
 EL0355
 EL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0355.See file dsdata.pdf to determine how the superseded data were derived.
 EL0355
 EL0355_MARKER: Z = SEE DESCRIPTION
 EL0355_SETTING: 0 = UNSPECIFIED SETTING
 EL0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0355
 EL0355  HISTORY     - Date     Condition        Report By
 EL0355  HISTORY     - UNK      MONUMENTED
 EL0355  HISTORY     - 1934     GOOD             CGS
 EL0355
 EL0355                          STATION DESCRIPTION
 EL0355
 EL0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0355'1.4 MI NE FROM BYARS.
 EL0355'1.4 MILES NORTHEAST OF A.T. AND S.F. RY. STATION, BYARS.
 EL0355'ABOUT 2 FEET FROM THE RIGHT OF WAY FENCE EAST OF THE ATCHISON,
 EL0355'TOPEKA AND SANTA FEY RY. MILEPOST 168.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0348 ***********************************************************************
 EL0348  DESIGNATION -  RRBM 170
 EL0348  PID         -  EL0348
 EL0348  STATE/COUNTY-  OK/MCCLAIN
 EL0348  COUNTRY     -  US
 EL0348  USGS QUAD   -  BYARS (2018)
 EL0348
 EL0348                         *CURRENT SURVEY CONTROL
 EL0348  ______________________________________________________________________
 EL0348* NAD 83(1986) POSITION- 34 52 09.     (N) 097 03 34.     (W)   SCALED
 EL0348* NAVD 88 ORTHO HEIGHT -   305.280 (meters)     1001.57  (feet) ADJUSTED
 EL0348  ______________________________________________________________________
 EL0348  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 EL0348  DYNAMIC HEIGHT  -        304.982 (meters)     1000.60  (feet) COMP
 EL0348  MODELED GRAVITY -    979,651.1   (mgal)                       NAVD 88
 EL0348
 EL0348  VERT ORDER      -  SECOND    CLASS 0
 EL0348
 EL0348.The horizontal coordinates were scaled from a map and have
 EL0348.an estimated accuracy of +/- 6 seconds.
 EL0348
 EL0348.The orthometric height was determined by differential leveling and
 EL0348.adjusted by the NATIONAL GEODETIC SURVEY
 EL0348.in June 1991.
 EL0348
 EL0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0348.GEOID18 height accuracy estimate available here.
 EL0348
 EL0348.Click photographs - Photos may exist for this station.
 EL0348
 EL0348.The dynamic height is computed by dividing the NAVD 88
 EL0348.geopotential number by the normal gravity value computed on the
 EL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0348.degrees latitude (g = 980.6199 gals.).
 EL0348
 EL0348.The modeled gravity was interpolated from observed gravity values.
 EL0348
 EL0348;                    North         East    Units  Estimated Accuracy
 EL0348;SPC OK S     -   170,760.      685,990.      MT  (+/- 180 meters Scaled)
 EL0348
 EL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD773602(NAD 83)
 EL0348
 EL0348                          SUPERSEDED SURVEY CONTROL
 EL0348
 EL0348  NGVD 29 (??/??/92)  305.193  (m)         1001.29   (f) ADJ UNCH    2 0
 EL0348
 EL0348.Superseded values are not recommended for survey control.
 EL0348
 EL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0348.See file dsdata.pdf to determine how the superseded data were derived.
 EL0348
 EL0348_MARKER: Z = SEE DESCRIPTION
 EL0348_SETTING: 0 = UNSPECIFIED SETTING
 EL0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0348
 EL0348  HISTORY     - Date     Condition        Report By
 EL0348  HISTORY     - UNK      MONUMENTED
 EL0348  HISTORY     - 1934     GOOD             CGS
 EL0348
 EL0348                          STATION DESCRIPTION
 EL0348
 EL0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0348'0.7 MI SW FROM BYARS.
 EL0348'0.7 MILES SOUTHWEST OF BYARS, A.T. AND S.F. RY. STATION.  SOUTHWEST
 EL0348'OF THE ATCHISON, TOPEKA AND SANTA FE RY. TRACK NEAR THE RIGHT
 EL0348'OF WAY FENCE.  AT MILEPOST 170.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0344 ***********************************************************************
 EL0344  DESIGNATION -  RRBM 173
 EL0344  PID         -  EL0344
 EL0344  STATE/COUNTY-  OK/GARVIN
 EL0344  COUNTRY     -  US
 EL0344  USGS QUAD   -  BYARS (2018)
 EL0344
 EL0344                         *CURRENT SURVEY CONTROL
 EL0344  ______________________________________________________________________
 EL0344* NAD 83(1986) POSITION- 34 50 13.     (N) 097 05 43.     (W)   SCALED
 EL0344* NAVD 88 ORTHO HEIGHT -   284.352 (meters)      932.91  (feet) ADJUSTED
 EL0344  ______________________________________________________________________
 EL0344  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 EL0344  DYNAMIC HEIGHT  -        284.075 (meters)      932.00  (feet) COMP
 EL0344  MODELED GRAVITY -    979,652.5   (mgal)                       NAVD 88
 EL0344
 EL0344  VERT ORDER      -  SECOND    CLASS 0
 EL0344
 EL0344.The horizontal coordinates were scaled from a map and have
 EL0344.an estimated accuracy of +/- 6 seconds.
 EL0344
 EL0344.The orthometric height was determined by differential leveling and
 EL0344.adjusted by the NATIONAL GEODETIC SURVEY
 EL0344.in June 1991.
 EL0344
 EL0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0344.GEOID18 height accuracy estimate available here.
 EL0344
 EL0344.Click photographs - Photos may exist for this station.
 EL0344
 EL0344.The dynamic height is computed by dividing the NAVD 88
 EL0344.geopotential number by the normal gravity value computed on the
 EL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0344.degrees latitude (g = 980.6199 gals.).
 EL0344
 EL0344.The modeled gravity was interpolated from observed gravity values.
 EL0344
 EL0344;                    North         East    Units  Estimated Accuracy
 EL0344;SPC OK S     -   167,160.      682,750.      MT  (+/- 180 meters Scaled)
 EL0344
 EL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD741566(NAD 83)
 EL0344
 EL0344                          SUPERSEDED SURVEY CONTROL
 EL0344
 EL0344  NGVD 29 (??/??/92)  284.272  (m)          932.65   (f) ADJ UNCH    2 0
 EL0344
 EL0344.Superseded values are not recommended for survey control.
 EL0344
 EL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0344.See file dsdata.pdf to determine how the superseded data were derived.
 EL0344
 EL0344_MARKER: Z = SEE DESCRIPTION
 EL0344_SETTING: 0 = UNSPECIFIED SETTING
 EL0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0344
 EL0344  HISTORY     - Date     Condition        Report By
 EL0344  HISTORY     - UNK      MONUMENTED
 EL0344  HISTORY     - 1934     GOOD             CGS
 EL0344
 EL0344                          STATION DESCRIPTION
 EL0344
 EL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0344'3.6 MI SW FROM BYARS.
 EL0344'3.6 MILES SOUTHWEST OF A-T AND SF. RR. STATION AT BYARS.
 EL0344'ATCHISON-TOPEKA AND SANTA FE RAILROAD COMPANY BENCH MARK,
 EL0344'TOP OF RAIL 3 FEET ABOVE THE GROUND.  BETWEEN MILE POST 173,
 EL0344'AND THE NEAREST RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0342 ***********************************************************************
 EL0342  DESIGNATION -  RRBM 175
 EL0342  PID         -  EL0342
 EL0342  STATE/COUNTY-  OK/GARVIN
 EL0342  COUNTRY     -  US
 EL0342  USGS QUAD   -  BYARS (2018)
 EL0342
 EL0342                         *CURRENT SURVEY CONTROL
 EL0342  ______________________________________________________________________
 EL0342* NAD 83(1986) POSITION- 34 48 30.     (N) 097 06 39.     (W)   SCALED
 EL0342* NAVD 88 ORTHO HEIGHT -   279.754 (meters)      917.83  (feet) ADJUSTED
 EL0342  ______________________________________________________________________
 EL0342  GEOID HEIGHT    -        -25.736 (meters)                     GEOID18
 EL0342  DYNAMIC HEIGHT  -        279.482 (meters)      916.93  (feet) COMP
 EL0342  MODELED GRAVITY -    979,654.6   (mgal)                       NAVD 88
 EL0342
 EL0342  VERT ORDER      -  SECOND    CLASS 0
 EL0342
 EL0342.The horizontal coordinates were scaled from a map and have
 EL0342.an estimated accuracy of +/- 6 seconds.
 EL0342
 EL0342.The orthometric height was determined by differential leveling and
 EL0342.adjusted by the NATIONAL GEODETIC SURVEY
 EL0342.in June 1991.
 EL0342
 EL0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0342.GEOID18 height accuracy estimate available here.
 EL0342
 EL0342.Click photographs - Photos may exist for this station.
 EL0342
 EL0342.The dynamic height is computed by dividing the NAVD 88
 EL0342.geopotential number by the normal gravity value computed on the
 EL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0342.degrees latitude (g = 980.6199 gals.).
 EL0342
 EL0342.The modeled gravity was interpolated from observed gravity values.
 EL0342
 EL0342;                    North         East    Units  Estimated Accuracy
 EL0342;SPC OK S     -   163,970.      681,350.      MT  (+/- 180 meters Scaled)
 EL0342
 EL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD728534(NAD 83)
 EL0342
 EL0342                          SUPERSEDED SURVEY CONTROL
 EL0342
 EL0342  NGVD 29 (??/??/92)  279.675  (m)          917.57   (f) ADJ UNCH    2 0
 EL0342
 EL0342.Superseded values are not recommended for survey control.
 EL0342
 EL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0342.See file dsdata.pdf to determine how the superseded data were derived.
 EL0342
 EL0342_MARKER: Z = SEE DESCRIPTION
 EL0342_SETTING: 0 = UNSPECIFIED SETTING
 EL0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0342
 EL0342  HISTORY     - Date     Condition        Report By
 EL0342  HISTORY     - UNK      MONUMENTED
 EL0342  HISTORY     - 1934     GOOD             CGS
 EL0342
 EL0342                          STATION DESCRIPTION
 EL0342
 EL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0342'5.7 MI SW FROM BYARS.
 EL0342'5.7 MILES SOUTHWEST OF A-T AND SF RR. STATION AT BYARS.
 EL0342'ATCHISON-TOPEKA AND SANTA FE RAILROAD COMPANY BENCH MARK,
 EL0342'TOP OF RAIL 3 FEET ABOVE THE GROUND.  BETWEEN MILE POST 175,
 EL0342'AND THE NEAREST RAIL OF THE TRACK.  PAINTED 175.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0335 ***********************************************************************
 EL0335  DESIGNATION -  RRBM 183
 EL0335  PID         -  EL0335
 EL0335  STATE/COUNTY-  OK/GARVIN
 EL0335  COUNTRY     -  US
 EL0335  USGS QUAD   -  PAULS VALLEY (2018)
 EL0335
 EL0335                         *CURRENT SURVEY CONTROL
 EL0335  ______________________________________________________________________
 EL0335* NAD 83(1986) POSITION- 34 43 49.     (N) 097 12 15.     (W)   SCALED
 EL0335* NAVD 88 ORTHO HEIGHT -   264.685 (meters)      868.39  (feet) ADJUSTED
 EL0335  ______________________________________________________________________
 EL0335  GEOID HEIGHT    -        -25.533 (meters)                     GEOID18
 EL0335  DYNAMIC HEIGHT  -        264.429 (meters)      867.55  (feet) COMP
 EL0335  MODELED GRAVITY -    979,660.2   (mgal)                       NAVD 88
 EL0335
 EL0335  VERT ORDER      -  SECOND    CLASS 0
 EL0335
 EL0335.The horizontal coordinates were scaled from a map and have
 EL0335.an estimated accuracy of +/- 6 seconds.
 EL0335
 EL0335.The orthometric height was determined by differential leveling and
 EL0335.adjusted by the NATIONAL GEODETIC SURVEY
 EL0335.in June 1991.
 EL0335
 EL0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0335.GEOID18 height accuracy estimate available here.
 EL0335
 EL0335.Click photographs - Photos may exist for this station.
 EL0335
 EL0335.The dynamic height is computed by dividing the NAVD 88
 EL0335.geopotential number by the normal gravity value computed on the
 EL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0335.degrees latitude (g = 980.6199 gals.).
 EL0335
 EL0335.The modeled gravity was interpolated from observed gravity values.
 EL0335
 EL0335;                    North         East    Units  Estimated Accuracy
 EL0335;SPC OK S     -   155,240.      672,880.      MT  (+/- 180 meters Scaled)
 EL0335
 EL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD644446(NAD 83)
 EL0335
 EL0335                          SUPERSEDED SURVEY CONTROL
 EL0335
 EL0335  NGVD 29 (??/??/92)  264.615  (m)          868.16   (f) ADJ UNCH    2 0
 EL0335
 EL0335.Superseded values are not recommended for survey control.
 EL0335
 EL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0335.See file dsdata.pdf to determine how the superseded data were derived.
 EL0335
 EL0335_MARKER: Z = SEE DESCRIPTION
 EL0335_SETTING: 0 = UNSPECIFIED SETTING
 EL0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0335
 EL0335  HISTORY     - Date     Condition        Report By
 EL0335  HISTORY     - UNK      MONUMENTED
 EL0335  HISTORY     - 1934     GOOD             CGS
 EL0335
 EL0335                          STATION DESCRIPTION
 EL0335
 EL0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0335'1 MI E FROM PAULS VALLEY.
 EL0335'1.0 EAST OF THE A-T AND SF STATION AT PAULS VALLEY.  AT
 EL0335'ATCHISON-TOPEKA AND SANTA FE RAILROAD COMPANY BENCH MARK,
 EL0335'TOP OF RAIL 3 FEET ABOVE THE GROUND AND BETWEEN MILE POST 183,
 EL0335'AND NEAREST RAIL OF TRACK, PAINTED 183.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0406 ***********************************************************************
 EL0406  DESIGNATION -  RRBM 439.1
 EL0406  PID         -  EL0406
 EL0406  STATE/COUNTY-  OK/LOVE
 EL0406  COUNTRY     -  US
 EL0406  USGS QUAD   -  LAKE MURRAY (2018)
 EL0406
 EL0406                         *CURRENT SURVEY CONTROL
 EL0406  ______________________________________________________________________
 EL0406* NAD 83(1986) POSITION- 34 01 39.     (N) 097 07 21.     (W)   SCALED
 EL0406* NAVD 88 ORTHO HEIGHT -   221.304 (meters)      726.06  (feet) ADJUSTED
 EL0406  ______________________________________________________________________
 EL0406  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 EL0406  DYNAMIC HEIGHT  -        221.070 (meters)      725.29  (feet) COMP
 EL0406  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 EL0406
 EL0406  VERT ORDER      -  SECOND    CLASS 0
 EL0406
 EL0406.The horizontal coordinates were scaled from a map and have
 EL0406.an estimated accuracy of +/- 6 seconds.
 EL0406
 EL0406.The orthometric height was determined by differential leveling and
 EL0406.adjusted by the NATIONAL GEODETIC SURVEY
 EL0406.in June 1991.
 EL0406
 EL0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0406.GEOID18 height accuracy estimate available here.
 EL0406
 EL0406.Click photographs - Photos may exist for this station.
 EL0406
 EL0406.The dynamic height is computed by dividing the NAVD 88
 EL0406.geopotential number by the normal gravity value computed on the
 EL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0406.degrees latitude (g = 980.6199 gals.).
 EL0406
 EL0406.The modeled gravity was interpolated from observed gravity values.
 EL0406
 EL0406;                    North         East    Units  Estimated Accuracy
 EL0406;SPC OK S     -    77,350.      681,040.      MT  (+/- 180 meters Scaled)
 EL0406
 EL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC733667(NAD 83)
 EL0406
 EL0406                          SUPERSEDED SURVEY CONTROL
 EL0406
 EL0406  NGVD 29 (??/??/92)  221.250  (m)          725.88   (f) ADJ UNCH    2 0
 EL0406
 EL0406.Superseded values are not recommended for survey control.
 EL0406
 EL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0406.See file dsdata.pdf to determine how the superseded data were derived.
 EL0406
 EL0406_MARKER: B = BOLT
 EL0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0406_SP_SET: FOUNDATION
 EL0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0406
 EL0406  HISTORY     - Date     Condition        Report By
 EL0406  HISTORY     - UNK      MONUMENTED       ATSFRR
 EL0406  HISTORY     - 1934     GOOD             CGS
 EL0406
 EL0406                          STATION DESCRIPTION
 EL0406
 EL0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0406'3.0 MILES SOUTH OF OVERBROOK G.C. AND S.F. RR DEPOT.  IN TOP OF
 EL0406'SOUTHEAST FOUNDATION - BOLT SIGNAL 439.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0411 ***********************************************************************
 EL0411  DESIGNATION -  RRBM 443.2
 EL0411  PID         -  EL0411
 EL0411  STATE/COUNTY-  OK/CARTER
 EL0411  COUNTRY     -  US
 EL0411  USGS QUAD   -  OVERBROOK (2018)
 EL0411
 EL0411                         *CURRENT SURVEY CONTROL
 EL0411  ______________________________________________________________________
 EL0411* NAD 83(1986) POSITION- 34 04 54.     (N) 097 08 24.     (W)   SCALED
 EL0411* NAVD 88 ORTHO HEIGHT -   236.566 (meters)      776.13  (feet) ADJUSTED
 EL0411  ______________________________________________________________________
 EL0411  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 EL0411  DYNAMIC HEIGHT  -        236.316 (meters)      775.31  (feet) COMP
 EL0411  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 EL0411
 EL0411  VERT ORDER      -  SECOND    CLASS 0
 EL0411
 EL0411.The horizontal coordinates were scaled from a map and have
 EL0411.an estimated accuracy of +/- 6 seconds.
 EL0411
 EL0411.The orthometric height was determined by differential leveling and
 EL0411.adjusted by the NATIONAL GEODETIC SURVEY
 EL0411.in June 1991.
 EL0411
 EL0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0411.GEOID18 height accuracy estimate available here.
 EL0411
 EL0411.Click photographs - Photos may exist for this station.
 EL0411
 EL0411.The dynamic height is computed by dividing the NAVD 88
 EL0411.geopotential number by the normal gravity value computed on the
 EL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0411.degrees latitude (g = 980.6199 gals.).
 EL0411
 EL0411.The modeled gravity was interpolated from observed gravity values.
 EL0411
 EL0411;                    North         East    Units  Estimated Accuracy
 EL0411;SPC OK S     -    83,350.      679,370.      MT  (+/- 180 meters Scaled)
 EL0411
 EL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC716727(NAD 83)
 EL0411
 EL0411                          SUPERSEDED SURVEY CONTROL
 EL0411
 EL0411  NGVD 29 (??/??/92)  236.507  (m)          775.94   (f) ADJ UNCH    2 0
 EL0411
 EL0411.Superseded values are not recommended for survey control.
 EL0411
 EL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0411.See file dsdata.pdf to determine how the superseded data were derived.
 EL0411
 EL0411_MARKER: Z = SEE DESCRIPTION
 EL0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0411_SP_SET: CONCRETE BASE
 EL0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0411
 EL0411  HISTORY     - Date     Condition        Report By
 EL0411  HISTORY     - UNK      MONUMENTED
 EL0411  HISTORY     - 1934     GOOD             CGS
 EL0411
 EL0411                          STATION DESCRIPTION
 EL0411
 EL0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0411'AT OVERBROOK.
 EL0411'AT OVERBROOK AT MILEPOST 443.2 A CROSS PAINTED ON THE CONCRETE
 EL0411'BASE OF SEMAPHORE NO. 443.2 OF THE GULF COLORADO AND SANTA FE
 EL0411'RY.  ON THE WEST BASE OF THE TOWER AND 10 FEET WEST OF THE
 EL0411'CENTERLINE OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0456 ***********************************************************************
 EL0456  DESIGNATION -  RRBM 470.1
 EL0456  PID         -  EL0456
 EL0456  STATE/COUNTY-  OK/MURRAY
 EL0456  COUNTRY     -  US
 EL0456  USGS QUAD   -  DOUGHERTY (2018)
 EL0456
 EL0456                         *CURRENT SURVEY CONTROL
 EL0456  ______________________________________________________________________
 EL0456* NAD 83(1986) POSITION- 34 24 18.     (N) 097 03 44.     (W)   SCALED
 EL0456* NAVD 88 ORTHO HEIGHT -   237.342 (meters)      778.68  (feet) ADJUSTED
 EL0456  ______________________________________________________________________
 EL0456  GEOID HEIGHT    -        -25.327 (meters)                     GEOID18
 EL0456  DYNAMIC HEIGHT  -        237.109 (meters)      777.92  (feet) COMP
 EL0456  MODELED GRAVITY -    979,646.5   (mgal)                       NAVD 88
 EL0456
 EL0456  VERT ORDER      -  SECOND    CLASS 0
 EL0456
 EL0456.The horizontal coordinates were scaled from a map and have
 EL0456.an estimated accuracy of +/- 6 seconds.
 EL0456
 EL0456.The orthometric height was determined by differential leveling and
 EL0456.adjusted by the NATIONAL GEODETIC SURVEY
 EL0456.in June 1991.
 EL0456
 EL0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0456.GEOID18 height accuracy estimate available here.
 EL0456
 EL0456.Click photographs - Photos may exist for this station.
 EL0456
 EL0456.The dynamic height is computed by dividing the NAVD 88
 EL0456.geopotential number by the normal gravity value computed on the
 EL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0456.degrees latitude (g = 980.6199 gals.).
 EL0456
 EL0456.The modeled gravity was interpolated from observed gravity values.
 EL0456
 EL0456;                    North         East    Units  Estimated Accuracy
 EL0456;SPC OK S     -   119,270.      686,220.      MT  (+/- 180 meters Scaled)
 EL0456
 EL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD781087(NAD 83)
 EL0456
 EL0456                          SUPERSEDED SURVEY CONTROL
 EL0456
 EL0456  NGVD 29 (??/??/92)  237.289  (m)          778.51   (f) ADJ UNCH    2 0
 EL0456
 EL0456.Superseded values are not recommended for survey control.
 EL0456
 EL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0456.See file dsdata.pdf to determine how the superseded data were derived.
 EL0456
 EL0456
 EL0456  HISTORY     - Date     Condition        Report By
 EL0456  HISTORY     - UNK      MONUMENTED
 EL0456  HISTORY     - 1934     GOOD             CGS
 EL0456  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0456
 EL0456                          STATION DESCRIPTION
 EL0456
 EL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0456'0.5 MI N FROM DOUGHERTY.
 EL0456'0.5 MILES NORTH OF DOUGHERTY G.C. AND S.F. RY STATION.  AT
 EL0456'SEMAPHORE 470.1 WEST OF THE TRACK ABOUT 10 FEET.  CROSS
 EL0456'PAINTED ON THE CONCRETE BASE NEAR THE BOTTOM OF THE SEMAPHORE
 EL0456'BETWEEN THE TRACK AND THE BASE OF THE TOWER.
 EL0456
 EL0456                          STATION RECOVERY (2018)
 EL0456
 EL0456'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0459 ***********************************************************************
 EL0459  DESIGNATION -  RRBM 471.1
 EL0459  PID         -  EL0459
 EL0459  STATE/COUNTY-  OK/MURRAY
 EL0459  COUNTRY     -  US
 EL0459  USGS QUAD   -  DOUGHERTY (2018)
 EL0459
 EL0459                         *CURRENT SURVEY CONTROL
 EL0459  ______________________________________________________________________
 EL0459* NAD 83(1986) POSITION- 34 25 21.     (N) 097 04 55.     (W)   SCALED
 EL0459* NAVD 88 ORTHO HEIGHT -   237.979 (meters)      780.77  (feet) ADJUSTED
 EL0459  ______________________________________________________________________
 EL0459  GEOID HEIGHT    -        -25.301 (meters)                     GEOID18
 EL0459  DYNAMIC HEIGHT  -        237.745 (meters)      780.00  (feet) COMP
 EL0459  MODELED GRAVITY -    979,647.5   (mgal)                       NAVD 88
 EL0459
 EL0459  VERT ORDER      -  SECOND    CLASS 0
 EL0459
 EL0459.The horizontal coordinates were scaled from a map and have
 EL0459.an estimated accuracy of +/- 6 seconds.
 EL0459
 EL0459.The orthometric height was determined by differential leveling and
 EL0459.adjusted by the NATIONAL GEODETIC SURVEY
 EL0459.in June 1991.
 EL0459
 EL0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0459.GEOID18 height accuracy estimate available here.
 EL0459
 EL0459.Click photographs - Photos may exist for this station.
 EL0459
 EL0459.The dynamic height is computed by dividing the NAVD 88
 EL0459.geopotential number by the normal gravity value computed on the
 EL0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0459.degrees latitude (g = 980.6199 gals.).
 EL0459
 EL0459.The modeled gravity was interpolated from observed gravity values.
 EL0459
 EL0459;                    North         East    Units  Estimated Accuracy
 EL0459;SPC OK S     -   121,200.      684,390.      MT  (+/- 180 meters Scaled)
 EL0459
 EL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD762106(NAD 83)
 EL0459
 EL0459                          SUPERSEDED SURVEY CONTROL
 EL0459
 EL0459  NGVD 29 (??/??/92)  237.924  (m)          780.59   (f) ADJ UNCH    2 0
 EL0459
 EL0459.Superseded values are not recommended for survey control.
 EL0459
 EL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0459.See file dsdata.pdf to determine how the superseded data were derived.
 EL0459
 EL0459
 EL0459  HISTORY     - Date     Condition        Report By
 EL0459  HISTORY     - UNK      MONUMENTED
 EL0459  HISTORY     - 1934     GOOD             CGS
 EL0459  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0459
 EL0459                          STATION DESCRIPTION
 EL0459
 EL0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0459'2.2 MI N FROM DOUGHERTY.
 EL0459'2.2 MILES NORTH OF G.C. AND S.F. RY STATION AT DOUGHERTY.
 EL0459'AT SEMAPHORE 471.1 ON THE FOUNDATION ABOUT 6 FEET FROM THE
 EL0459'WEST RAIL.
 EL0459
 EL0459                          STATION RECOVERY (2018)
 EL0459
 EL0459'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0457 ***********************************************************************
 EL0457  DESIGNATION -  RRBM 471.2
 EL0457  PID         -  EL0457
 EL0457  STATE/COUNTY-  OK/MURRAY
 EL0457  COUNTRY     -  US
 EL0457  USGS QUAD   -  DOUGHERTY (2018)
 EL0457
 EL0457                         *CURRENT SURVEY CONTROL
 EL0457  ______________________________________________________________________
 EL0457* NAD 83(1986) POSITION- 34 25 05.     (N) 097 04 25.     (W)   SCALED
 EL0457* NAVD 88 ORTHO HEIGHT -   237.825 (meters)      780.26  (feet) ADJUSTED
 EL0457  ______________________________________________________________________
 EL0457  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 EL0457  DYNAMIC HEIGHT  -        237.591 (meters)      779.50  (feet) COMP
 EL0457  MODELED GRAVITY -    979,646.8   (mgal)                       NAVD 88
 EL0457
 EL0457  VERT ORDER      -  SECOND    CLASS 0
 EL0457
 EL0457.The horizontal coordinates were scaled from a map and have
 EL0457.an estimated accuracy of +/- 6 seconds.
 EL0457
 EL0457.The orthometric height was determined by differential leveling and
 EL0457.adjusted by the NATIONAL GEODETIC SURVEY
 EL0457.in June 1991.
 EL0457
 EL0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0457.GEOID18 height accuracy estimate available here.
 EL0457
 EL0457.Click photographs - Photos may exist for this station.
 EL0457
 EL0457.The dynamic height is computed by dividing the NAVD 88
 EL0457.geopotential number by the normal gravity value computed on the
 EL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0457.degrees latitude (g = 980.6199 gals.).
 EL0457
 EL0457.The modeled gravity was interpolated from observed gravity values.
 EL0457
 EL0457;                    North         East    Units  Estimated Accuracy
 EL0457;SPC OK S     -   120,710.      685,160.      MT  (+/- 180 meters Scaled)
 EL0457
 EL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD770101(NAD 83)
 EL0457
 EL0457                          SUPERSEDED SURVEY CONTROL
 EL0457
 EL0457  NGVD 29 (??/??/92)  237.770  (m)          780.08   (f) ADJ UNCH    2 0
 EL0457
 EL0457.Superseded values are not recommended for survey control.
 EL0457
 EL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0457.See file dsdata.pdf to determine how the superseded data were derived.
 EL0457
 EL0457
 EL0457  HISTORY     - Date     Condition        Report By
 EL0457  HISTORY     - UNK      MONUMENTED
 EL0457  HISTORY     - 1934     GOOD             CGS
 EL0457  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0457
 EL0457                          STATION DESCRIPTION
 EL0457
 EL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0457'1.6 MI N FROM DOUGHERTY.
 EL0457'1.6 MILES NORTH OF DOUGHERTY G.C. AND S.F. RY STATION.  AT
 EL0457'SEMAPHORE 471.2 EAST OF THE GULF COLORADO AND SANTA FE RY
 EL0457'TRACK.  BETWEEN THE BOTTOM OF THE TOWER AND THE TRACK.
 EL0457
 EL0457                          STATION RECOVERY (2018)
 EL0457
 EL0457'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0353 ***********************************************************************
 EL0353  DESIGNATION -  RRBM 63
 EL0353  PID         -  EL0353
 EL0353  STATE/COUNTY-  OK/GARVIN
 EL0353  COUNTRY     -  US
 EL0353  USGS QUAD   -  BYARS (2018)
 EL0353
 EL0353                         *CURRENT SURVEY CONTROL
 EL0353  ______________________________________________________________________
 EL0353* NAD 83(1986) POSITION- 34 50 47.     (N) 097 01 00.     (W)   SCALED
 EL0353* NAVD 88 ORTHO HEIGHT -   342.243 (meters)     1122.84  (feet) ADJUSTED
 EL0353  ______________________________________________________________________
 EL0353  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 EL0353  DYNAMIC HEIGHT  -        341.908 (meters)     1121.74  (feet) COMP
 EL0353  MODELED GRAVITY -    979,646.6   (mgal)                       NAVD 88
 EL0353
 EL0353  VERT ORDER      -  SECOND    CLASS 0
 EL0353
 EL0353.The horizontal coordinates were scaled from a map and have
 EL0353.an estimated accuracy of +/- 6 seconds.
 EL0353
 EL0353.The orthometric height was determined by differential leveling and
 EL0353.adjusted by the NATIONAL GEODETIC SURVEY
 EL0353.in June 1991.
 EL0353
 EL0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0353.GEOID18 height accuracy estimate available here.
 EL0353
 EL0353.Click photographs - Photos may exist for this station.
 EL0353
 EL0353.The dynamic height is computed by dividing the NAVD 88
 EL0353.geopotential number by the normal gravity value computed on the
 EL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0353.degrees latitude (g = 980.6199 gals.).
 EL0353
 EL0353.The modeled gravity was interpolated from observed gravity values.
 EL0353
 EL0353;                    North         East    Units  Estimated Accuracy
 EL0353;SPC OK S     -   168,270.      689,930.      MT  (+/- 180 meters Scaled)
 EL0353
 EL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD813578(NAD 83)
 EL0353
 EL0353                          SUPERSEDED SURVEY CONTROL
 EL0353
 EL0353  NGVD 29 (??/??/92)  342.150  (m)         1122.54   (f) ADJ UNCH    2 0
 EL0353
 EL0353.Superseded values are not recommended for survey control.
 EL0353
 EL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0353.See file dsdata.pdf to determine how the superseded data were derived.
 EL0353
 EL0353_MARKER: Z = SEE DESCRIPTION
 EL0353_SETTING: 0 = UNSPECIFIED SETTING
 EL0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0353
 EL0353  HISTORY     - Date     Condition        Report By
 EL0353  HISTORY     - UNK      MONUMENTED
 EL0353  HISTORY     - 1934     GOOD             CGS
 EL0353
 EL0353                          STATION DESCRIPTION
 EL0353
 EL0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0353'4 MI SE FROM BYARS.
 EL0353'4.0 MILES SOUTHEAST OF A-T AND SF. RR. STATION, AT BYARS.
 EL0353'ATCHISON-TOPEKA AND SANTA FE RAILROAD COMPANY BENCH MARK, TOP
 EL0353'OF RAIL 3 FEET ABOVE THE GROUND.  BETWEEN MILE POST 63 AND
 EL0353'THE NEAREST RAIL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0291 ***********************************************************************
 EL0291  DESIGNATION -  RRBM ADA
 EL0291  PID         -  EL0291
 EL0291  STATE/COUNTY-  OK/PONTOTOC
 EL0291  COUNTRY     -  US
 EL0291  USGS QUAD   -  ADA (2018)
 EL0291
 EL0291                         *CURRENT SURVEY CONTROL
 EL0291  ______________________________________________________________________
 EL0291* NAD 83(1986) POSITION- 34 50 24.     (N) 096 41 10.     (W)   SCALED
 EL0291* NAVD 88 ORTHO HEIGHT -   268.853 (meters)      882.06  (feet) ADJUSTED
 EL0291  ______________________________________________________________________
 EL0291  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 EL0291  DYNAMIC HEIGHT  -        268.591 (meters)      881.20  (feet) COMP
 EL0291  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EL0291
 EL0291  VERT ORDER      -  SECOND    CLASS 0
 EL0291
 EL0291.The horizontal coordinates were scaled from a map and have
 EL0291.an estimated accuracy of +/- 6 seconds.
 EL0291
 EL0291.The orthometric height was determined by differential leveling and
 EL0291.adjusted by the NATIONAL GEODETIC SURVEY
 EL0291.in June 1991.
 EL0291
 EL0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0291.GEOID18 height accuracy estimate available here.
 EL0291
 EL0291.Click photographs - Photos may exist for this station.
 EL0291
 EL0291.The dynamic height is computed by dividing the NAVD 88
 EL0291.geopotential number by the normal gravity value computed on the
 EL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0291.degrees latitude (g = 980.6199 gals.).
 EL0291
 EL0291.The modeled gravity was interpolated from observed gravity values.
 EL0291
 EL0291;                    North         East    Units  Estimated Accuracy
 EL0291;SPC OK S     -   167,910.      720,170.      MT  (+/- 180 meters Scaled)
 EL0291
 EL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD115577(NAD 83)
 EL0291
 EL0291                          SUPERSEDED SURVEY CONTROL
 EL0291
 EL0291  NGVD 29 (??/??/92)  268.761  (m)          881.76   (f) ADJ UNCH    2 0
 EL0291
 EL0291.Superseded values are not recommended for survey control.
 EL0291
 EL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0291.See file dsdata.pdf to determine how the superseded data were derived.
 EL0291
 EL0291_MARKER: DD = SURVEY DISK
 EL0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0291_SP_SET: CULVERT
 EL0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0291
 EL0291  HISTORY     - Date     Condition        Report By
 EL0291  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0291  HISTORY     - 1934     GOOD             CGS
 EL0291
 EL0291                          STATION DESCRIPTION
 EL0291
 EL0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0291'5.1 MI N FROM ADA.
 EL0291'5.1 MI. N. ALONG O.C.A.A.R.R. FROM O.C.A.A.R.R. AND S.L. AND
 EL0291'S.F.R.R. XING.  METAL TABLET STAMPED M.K.T.RY.B.M. SET IN CONC.
 EL0291'HEAD WALL, 325 FT N. OF M.P. 80, 50 FT S.W. OF ROAD XING., 20 FT
 EL0291'N.W. OF CENTER LINE R.R., IN S.W. END OF HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0285 ***********************************************************************
 EL0285  DESIGNATION -  RRBM KONOWA
 EL0285  PID         -  EL0285
 EL0285  STATE/COUNTY-  OK/SEMINOLE
 EL0285  COUNTRY     -  US
 EL0285  USGS QUAD   -  KONAWA (2018)
 EL0285
 EL0285                         *CURRENT SURVEY CONTROL
 EL0285  ______________________________________________________________________
 EL0285* NAD 83(1986) POSITION- 34 56 48.     (N) 096 45 00.     (W)   SCALED
 EL0285* NAVD 88 ORTHO HEIGHT -   284.510 (meters)      933.43  (feet) ADJUSTED
 EL0285  ______________________________________________________________________
 EL0285  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 EL0285  DYNAMIC HEIGHT  -        284.236 (meters)      932.53  (feet) COMP
 EL0285  MODELED GRAVITY -    979,664.3   (mgal)                       NAVD 88
 EL0285
 EL0285  VERT ORDER      -  SECOND    CLASS 0
 EL0285
 EL0285.The horizontal coordinates were scaled from a map and have
 EL0285.an estimated accuracy of +/- 6 seconds.
 EL0285
 EL0285.The orthometric height was determined by differential leveling and
 EL0285.adjusted by the NATIONAL GEODETIC SURVEY
 EL0285.in June 1991.
 EL0285
 EL0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0285.GEOID18 height accuracy estimate available here.
 EL0285
 EL0285.Click photographs - Photos may exist for this station.
 EL0285
 EL0285.The dynamic height is computed by dividing the NAVD 88
 EL0285.geopotential number by the normal gravity value computed on the
 EL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0285.degrees latitude (g = 980.6199 gals.).
 EL0285
 EL0285.The modeled gravity was interpolated from observed gravity values.
 EL0285
 EL0285;                    North         East    Units  Estimated Accuracy
 EL0285;SPC OK S     -   179,670.      714,180.      MT  (+/- 180 meters Scaled)
 EL0285
 EL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD054694(NAD 83)
 EL0285
 EL0285                          SUPERSEDED SURVEY CONTROL
 EL0285
 EL0285  NGVD 29 (??/??/92)  284.419  (m)          933.13   (f) ADJ UNCH    2 0
 EL0285
 EL0285.Superseded values are not recommended for survey control.
 EL0285
 EL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0285.See file dsdata.pdf to determine how the superseded data were derived.
 EL0285
 EL0285_MARKER: DD = SURVEY DISK
 EL0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0285_SP_SET: CULVERT
 EL0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0285
 EL0285  HISTORY     - Date     Condition        Report By
 EL0285  HISTORY     - UNK      MONUMENTED       MKTRR
 EL0285  HISTORY     - 1934     GOOD             CGS
 EL0285
 EL0285                          STATION DESCRIPTION
 EL0285
 EL0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0285'1 MI S FROM KONAWA.
 EL0285'1.0 MI. S. ALONG O.C.A.A.R.R. FROM KONAWA STA.  METAL TABLET
 EL0285'STAMPED M.K.T.RY.B.M. SET IN CONC. HEAD WALL, 200 FT S. OF M.P.
 EL0285'70, 30 FT N.W. OF KONAWA YARD LIMIT SIGN, 12 FT W. OF CENTER
 EL0285'LINE OF R.R., IN S. END OF HEAD WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0505 ***********************************************************************
 EM0505  DESIGNATION -  RUS
 EM0505  PID         -  EM0505
 EM0505  STATE/COUNTY-  OK/GREER
 EM0505  COUNTRY     -  US
 EM0505  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0505
 EM0505                         *CURRENT SURVEY CONTROL
 EM0505  ______________________________________________________________________
 EM0505* NAD 83(1993) POSITION- 34 49 02.17119(N) 099 35 26.21714(W)   ADJUSTED
 EM0505* NAVD 88 ORTHO HEIGHT -   511.649 (meters)     1678.64  (feet) ADJUSTED
 EM0505  ______________________________________________________________________
 EM0505  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 EM0505  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC18
 EM0505  DYNAMIC HEIGHT  -        511.101 (meters)     1676.84  (feet) COMP
 EM0505  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EM0505
 EM0505  HORZ ORDER      -  SECOND
 EM0505  VERT ORDER      -  SECOND    CLASS 0
 EM0505
 EM0505.The horizontal coordinates were established by classical geodetic methods
 EM0505.and adjusted by the National Geodetic Survey in November 1994.
 EM0505
 EM0505.The orthometric height was determined by differential leveling and
 EM0505.adjusted by the NATIONAL GEODETIC SURVEY
 EM0505.in June 1991.
 EM0505
 EM0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0505.GEOID18 height accuracy estimate available here.
 EM0505
 EM0505.Click photographs - Photos may exist for this station.
 EM0505
 EM0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0505
 EM0505.The dynamic height is computed by dividing the NAVD 88
 EM0505.geopotential number by the normal gravity value computed on the
 EM0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0505.degrees latitude (g = 980.6199 gals.).
 EM0505
 EM0505.The modeled gravity was interpolated from observed gravity values.
 EM0505
 EM0505. The following values were computed from the NAD 83(1993) position.
 EM0505
 EM0505;                    North         East     Units Scale Factor Converg.
 EM0505;SPC OK S     -   165,750.789   454,487.673   MT  0.99994419   -0 54 10.3
 EM0505;SPC OK S     -   543,800.71  1,491,098.31   sFT  0.99994419   -0 54 10.3
 EM0505;UTM  14      - 3,852,938.239   445,985.451   MT  0.99963596   -0 20 14.0
 EM0505
 EM0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0505!SPC OK S     -   0.99992395  x   0.99994419  =   0.99986815
 EM0505!UTM  14      -   0.99992395  x   0.99963596  =   0.99955994
 EM0505
 EM0505:                Primary Azimuth Mark                     Grid Az
 EM0505:SPC OK S     -  RUS AZ                                   109 53 41.7
 EM0505:UTM  14      -  RUS AZ                                   109 19 45.4
 EM0505
 EM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4598552938(NAD 83)
 EM0505
 EM0505|---------------------------------------------------------------------|
 EM0505| PID    Reference Object                     Distance      Geod. Az  |
 EM0505|                                                           dddmmss.s |
 EM0505| EM0506 RUS RM 1                             11.134 METERS 00402     |
 EM0505| EM0503 RUS AZ                              APPROX. 1.7 KM 1085931.4 |
 EM0505| CX8125 RUS RM 2                              9.402 METERS 13413     |
 EM0505|---------------------------------------------------------------------|
 EM0505
 EM0505                          SUPERSEDED SURVEY CONTROL
 EM0505
 EM0505  NAD 83(1986)-  34 49 02.17690(N)    099 35 26.21043(W) AD(       ) 2
 EM0505  NAD 27      -  34 49 01.96140(N)    099 35 24.88800(W) AD(       ) 2
 EM0505  NGVD 29 (??/??/92)  511.440  (m)         1677.95   (f) ADJ UNCH    2 0
 EM0505  NGVD 29             511.44   (m)         1677.9    (f) LEVELING    3  
 EM0505
 EM0505.Superseded values are not recommended for survey control.
 EM0505
 EM0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0505.See file dsdata.pdf to determine how the superseded data were derived.
 EM0505
 EM0505_MARKER: DS = TRIANGULATION STATION DISK
 EM0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0505_STAMPING: RUS 1961
 EM0505_MARK LOGO: CGS
 EM0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0505+STABILITY: SURFACE MOTION
 EM0505
 EM0505  HISTORY     - Date     Condition        Report By
 EM0505  HISTORY     - 1961     MONUMENTED       CGS
 EM0505  HISTORY     - 1961     GOOD             CGS
 EM0505
 EM0505                          STATION DESCRIPTION
 EM0505
 EM0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0505'THE STATION IS ON U.S. GOVERNMENT PROPERTY, 10-1/2 MILES NORTH
 EM0505'NORTHWEST OF DUKE, 6 MILES SOUTHWEST OF MANGUM.
 EM0505'
 EM0505'TO REACH THE STATION FROM THE POST OFFICE IN DUKE, GO EAST ON
 EM0505'U.S. HIGHWAY 62 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 EM0505'34, TURN LEFT ON STATE HIGHWAY 34 AND GO NORTH FOR 4.3 MILES TO
 EM0505'GREER COUNTY LINE, CONTINUE NORTH FOR 6.1 MILES TO CROSSROADS AND
 EM0505'GAS STATION ON THE LEFT, TURN LEFT WEST, ON SURFACE ROAD AND GO
 EM0505'1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR
 EM0505'1.0 MILE TO SIDE ROAD RIGHT TURN RIGHT AND GO NORTH FOR 0.2 MILE
 EM0505'TO GUARD STATION, CONTINUE NORTH FOR 0.15 MILE TO STATION ON
 EM0505'THE RIGHT.
 EM0505'
 EM0505'THE STATION MARK IS A STANDARD DISK, STAMPED RUS 1961, SET IN THE
 EM0505'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 EM0505'IT IS 135 FEET SOUTH OF THE MIDDLE ONE OF THREE TRANSFORMER POLES,
 EM0505'22 FEET WEST OF SERVICE ROAD.  A METAL WITNESS POST WAS SET 4.3
 EM0505'FEET SOUTHWEST OF THE STATION.
 EM0505'
 EM0505'R.M. 1 IS A STANDARD DISK, STAMPED RUS NO 1 1961, SET IN THE
 EM0505'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 EM0505'IT IS 100 FEET SOUTH OF THE TRANSFORMER POLE, 17 FEET WEST OF THE
 EM0505'SILO SERVICE ROAD AND 40 FEET NORTH OF THE WITNESS POST.
 EM0505'
 EM0505'R.M. 2, AN UNSTAMPED BRONZE DISK SET IN THE TOP OF A 12-INCH
 EM0505'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH, IS ALSO THE SOUTH
 EM0505'AXIS MARK.  IT IS 165 FEET SOUTH OF THE TRANSFORMER POLE, 26
 EM0505'FEET WEST OF SILO SERVICE ROAD AND 27 FEET SOUTH OF THE WITNESS
 EM0505'POST.
 EM0505
 EM0505                          STATION RECOVERY (1961)
 EM0505
 EM0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0505'6.0 MI SW FROM MANGUM.
 EM0505'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0505'MANGUM, THENCE 2.6 MILES WEST ALONG OILED ROAD TO THE ENTRANCE TO
 EM0505'MISSILE SITE 8, THENCE 0.35 MILE NORTH ON THE ROAD LEADING TO THE
 EM0505'SITE, 135 FEET SOUTH OF THE MIDDLE ONE OF THREE TRANSFORMER POLES, 22
 EM0505'FEET WEST OF SILO SERVICE ROAD, 4.3 FEET NORTHEAST OF THE WITNESS
 EM0505'POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0503 ***********************************************************************
 EM0503  DESIGNATION -  RUS AZ
 EM0503  PID         -  EM0503
 EM0503  STATE/COUNTY-  OK/GREER
 EM0503  COUNTRY     -  US
 EM0503  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0503
 EM0503                         *CURRENT SURVEY CONTROL
 EM0503  ______________________________________________________________________
 EM0503* NAD 83(1993) POSITION- 34 48 44.32483(N) 099 34 23.36242(W)   ADJUSTED
 EM0503* NAVD 88 ORTHO HEIGHT -   524.480 (meters)     1720.73  (feet) ADJUSTED
 EM0503  ______________________________________________________________________
 EM0503  GEOID HEIGHT    -        -27.112 (meters)                     GEOID18
 EM0503  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC18
 EM0503  DYNAMIC HEIGHT  -        523.919 (meters)     1718.89  (feet) COMP
 EM0503  MODELED GRAVITY -    979,547.6   (mgal)                       NAVD 88
 EM0503
 EM0503  HORZ ORDER      -  SECOND
 EM0503  VERT ORDER      -  SECOND    CLASS 0
 EM0503
 EM0503.The horizontal coordinates were established by classical geodetic methods
 EM0503.and adjusted by the National Geodetic Survey in November 1994.
 EM0503
 EM0503.The orthometric height was determined by differential leveling and
 EM0503.adjusted by the NATIONAL GEODETIC SURVEY
 EM0503.in June 1991.
 EM0503
 EM0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0503.GEOID18 height accuracy estimate available here.
 EM0503
 EM0503.Click photographs - Photos may exist for this station.
 EM0503
 EM0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0503
 EM0503.The dynamic height is computed by dividing the NAVD 88
 EM0503.geopotential number by the normal gravity value computed on the
 EM0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0503.degrees latitude (g = 980.6199 gals.).
 EM0503
 EM0503.The modeled gravity was interpolated from observed gravity values.
 EM0503
 EM0503. The following values were computed from the NAD 83(1993) position.
 EM0503
 EM0503;                    North         East     Units Scale Factor Converg.
 EM0503;SPC OK S     -   165,175.904   456,076.211   MT  0.99994384   -0 53 34.6
 EM0503;SPC OK S     -   541,914.61  1,496,310.04   sFT  0.99994384   -0 53 34.6
 EM0503;UTM  14      - 3,852,379.239   447,579.096   MT  0.99963387   -0 19 38.0
 EM0503
 EM0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0503!SPC OK S     -   0.99992193  x   0.99994384  =   0.99986578
 EM0503!UTM  14      -   0.99992193  x   0.99963387  =   0.99955583
 EM0503
 EM0503:                Primary Azimuth Mark                     Grid Az
 EM0503:SPC OK S     -  RUS                                      289 53 41.9
 EM0503:UTM  14      -  RUS                                      289 19 45.3
 EM0503
 EM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4757952379(NAD 83)
 EM0503
 EM0503|---------------------------------------------------------------------|
 EM0503| PID    Reference Object                     Distance      Geod. Az  |
 EM0503|                                                           dddmmss.s |
 EM0503| EM0505 RUS                                 APPROX. 1.7 KM 2890007.3 |
 EM0503|---------------------------------------------------------------------|
 EM0503
 EM0503                          SUPERSEDED SURVEY CONTROL
 EM0503
 EM0503  NAD 83(1986)-  34 48 44.33061(N)    099 34 23.35572(W) AD(       ) 2
 EM0503  NAD 27      -  34 48 44.11460(N)    099 34 22.02930(W) AD(       ) 2
 EM0503  NGVD 29 (??/??/92)  524.270  (m)         1720.04   (f) ADJ UNCH    2 0
 EM0503  NGVD 29             524.27   (m)         1720.0    (f) LEVELING    3  
 EM0503
 EM0503.Superseded values are not recommended for survey control.
 EM0503
 EM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0503.See file dsdata.pdf to determine how the superseded data were derived.
 EM0503
 EM0503_MARKER: DZ = AZIMUTH MARK DISK
 EM0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0503_STAMPING: RUS 1961
 EM0503_MARK LOGO: CGS
 EM0503_PROJECTION: FLUSH
 EM0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0503+STABILITY: SURFACE MOTION
 EM0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0503+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 EM0503
 EM0503  HISTORY     - Date     Condition        Report By
 EM0503  HISTORY     - 1961     MONUMENTED       CGS
 EM0503  HISTORY     - 1961     GOOD             CGS
 EM0503  HISTORY     - 20110824 GOOD             WOOLPT
 EM0503
 EM0503                          STATION DESCRIPTION
 EM0503
 EM0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0503'THE STATION IS ABOUT 10-1/2 MILES NORTH OF DUKE, 6 MILES NORTHEAST
 EM0503'OF RUSSELL, 5-1/2 MILES SOUTHWEST OF MANGUM AND ON THE RIGHT-OF WAY
 EM0503'OF A COUNTY ROAD.
 EM0503'
 EM0503'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34 AND U.S.
 EM0503'HIGHWAY 62, ABOUT 1/2 MILE EAST OF DUKE, GO NORTHERLY ON ROUTE 34
 EM0503'FOR 10.7 MILES TO A CROSSROAD AND A SERVICE STATION IN THE
 EM0503'NORTHWEST QUADRANT OF THE INTERSECTION.  TURN LEFT, WEST, FOR 1.6
 EM0503'MILES TO THE STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD.  IT
 EM0503'IS 46 FEET NORTH OF THE CENTER OF THE ROAD, 2.7 FEET SOUTHEAST
 EM0503'OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MONUMENT IS
 EM0503'FLUSH WITH THE GROUND AND THE DISK IS STAMPED RUS 1961.
 EM0503
 EM0503                          STATION RECOVERY (1961)
 EM0503
 EM0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0503'6.0 MI SW FROM MANGUM.
 EM0503'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0503'MANGUM, THENCE 1.6 MILES WEST ALONG OILED ROAD, 46 FEET NORTH OF THE
 EM0503'CENTER OF THE ROAD, 2.7 FEET SOUTHEAST OF THE WITNESS POST, 2 FEET
 EM0503'SOUTH OF THE FENCE, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH.
 EM0503
 EM0503                          STATION RECOVERY (2011)
 EM0503
 EM0503'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 EM0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0506 ***********************************************************************
 EM0506  DESIGNATION -  RUS RM 1
 EM0506  PID         -  EM0506
 EM0506  STATE/COUNTY-  OK/GREER
 EM0506  COUNTRY     -  US
 EM0506  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0506
 EM0506                         *CURRENT SURVEY CONTROL
 EM0506  ______________________________________________________________________
 EM0506* NAD 83(1986) POSITION- 34 49 02.53   (N) 099 35 26.19   (W)   HD_HELD1
 EM0506* NAVD 88 ORTHO HEIGHT -   511.481 (meters)     1678.08  (feet) ADJUSTED
 EM0506  ______________________________________________________________________
 EM0506  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 EM0506  DYNAMIC HEIGHT  -        510.932 (meters)     1676.28  (feet) COMP
 EM0506  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EM0506
 EM0506  VERT ORDER      -  SECOND    CLASS 0
 EM0506
 EM0506.The horizontal coordinates were determined by differentially corrected
 EM0506.hand held GPS observations or other comparable positioning techniques
 EM0506.and have an estimated accuracy of +/- 3 meters.
 EM0506
 EM0506.The orthometric height was determined by differential leveling and
 EM0506.adjusted by the NATIONAL GEODETIC SURVEY
 EM0506.in June 1991.
 EM0506
 EM0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0506.GEOID18 height accuracy estimate available here.
 EM0506
 EM0506.Click photographs - Photos may exist for this station.
 EM0506
 EM0506.The dynamic height is computed by dividing the NAVD 88
 EM0506.geopotential number by the normal gravity value computed on the
 EM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0506.degrees latitude (g = 980.6199 gals.).
 EM0506
 EM0506.The modeled gravity was interpolated from observed gravity values.
 EM0506
 EM0506;                    North         East    Units  Estimated Accuracy
 EM0506;SPC OK S     -   165,761.8     454,488.5     MT  (+/- 3 meters HH1 GPS) 
 EM0506
 EM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4598652949(NAD 83)
 EM0506
 EM0506                          SUPERSEDED SURVEY CONTROL
 EM0506
 EM0506  NGVD 29 (??/??/92)  511.272  (m)         1677.40   (f) ADJ UNCH    2 0
 EM0506
 EM0506.Superseded values are not recommended for survey control.
 EM0506
 EM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0506.See file dsdata.pdf to determine how the superseded data were derived.
 EM0506
 EM0506_MARKER: DR = REFERENCE MARK DISK
 EM0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0506_STAMPING: RUS NO 1 1961
 EM0506_MARK LOGO: CGS
 EM0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0506+STABILITY: SURFACE MOTION
 EM0506
 EM0506  HISTORY     - Date     Condition        Report By
 EM0506  HISTORY     - 1961     MONUMENTED       CGS
 EM0506
 EM0506                          STATION DESCRIPTION
 EM0506
 EM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0506'6.0 MI SW FROM MANGUM.
 EM0506'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT MAGUM,
 EM0506'THENCE 2.6 MILES WEST ALONG OILED ROAD TO THE ENTRANCE TO MISSILE SITE
 EM0506'8, THENCE 0.35 MILE NORTH ALONG THE ROAD LEADING TO THE SITE, 100 FEET
 EM0506'SOUTH OF THE TRANSFORMER POLE, 17 FEET WEST OF THE SILO SERVICE ROAD,
 EM0506'40 FEET NORTH OF THE WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE
 EM0506'POST THAT PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1024 ***********************************************************************
 EL1024  DESIGNATION -  RUSH
 EL1024  PID         -  EL1024
 EL1024  STATE/COUNTY-  OK/GRADY
 EL1024  COUNTRY     -  US
 EL1024  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1024
 EL1024                         *CURRENT SURVEY CONTROL
 EL1024  ______________________________________________________________________
 EL1024* NAD 83(1993) POSITION- 34 45 54.21203(N) 097 58 13.04540(W)   ADJUSTED
 EL1024* NAVD 88 ORTHO HEIGHT -   430.4   (meters)     1412.    (feet) VERTCON3
 EL1024  ______________________________________________________________________
 EL1024  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 EL1024  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 EL1024  HORZ ORDER      -  SECOND
 EL1024
 EL1024.The horizontal coordinates were established by classical geodetic methods
 EL1024.and adjusted by the National Geodetic Survey in November 1994.
 EL1024
 EL1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1024
 EL1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1024.GEOID18 height accuracy estimate available here.
 EL1024
 EL1024.Click photographs - Photos may exist for this station.
 EL1024
 EL1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1024
 EL1024. The following values were computed from the NAD 83(1993) position.
 EL1024
 EL1024;                    North         East     Units Scale Factor Converg.
 EL1024;SPC OK S     -   158,812.910   602,719.704   MT  0.99994091   +0 01 00.7
 EL1024;SPC OK S     -   521,038.69  1,977,422.90   sFT  0.99994091   +0 01 00.7
 EL1024;UTM  14      - 3,847,472.360   594,232.274   MT  0.99970944   +0 35 13.9
 EL1024
 EL1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1024!SPC OK S     -   0.99993654  x   0.99994091  =   0.99987746
 EL1024!UTM  14      -   0.99993654  x   0.99970944  =   0.99964600
 EL1024
 EL1024:                Primary Azimuth Mark                     Grid Az
 EL1024:SPC OK S     -  RUSH SPRINGS MUNICIPAL TANK              027 11 07.8
 EL1024:UTM  14      -  RUSH SPRINGS MUNICIPAL TANK              026 36 54.6
 EL1024
 EL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9423247472(NAD 83)
 EL1024
 EL1024|---------------------------------------------------------------------|
 EL1024| PID    Reference Object                     Distance      Geod. Az  |
 EL1024|                                                           dddmmss.s |
 EL1024| CY2169 RUSH AZ MK 2                                       0221932.6 |
 EL1024| EL1025 RUSH SPRINGS MUNICIPAL TANK         APPROX. 2.4 KM 0271208.5 |
 EL1024| CY2170 RUSH RM 1                            19.797 METERS 08100     |
 EL1024| CY2168 RUSH AZ MK                                         1354830.5 |
 EL1024| CY2171 RUSH RM 2                            20.446 METERS 34813     |
 EL1024|---------------------------------------------------------------------|
 EL1024
 EL1024                          SUPERSEDED SURVEY CONTROL
 EL1024
 EL1024  NAD 83(1986)-  34 45 54.21665(N)    097 58 13.02928(W) AD(       ) 2
 EL1024  NAD 27      -  34 45 53.95500(N)    097 58 11.88500(W) AD(       ) 2
 EL1024  NGVD 29 (07/19/86)  430.3    (m)         1412.     (f) VERT ANG       
 EL1024
 EL1024.Superseded values are not recommended for survey control.
 EL1024
 EL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1024.See file dsdata.pdf to determine how the superseded data were derived.
 EL1024
 EL1024_MARKER: DS = TRIANGULATION STATION DISK
 EL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1024_STAMPING: RUSH 1948
 EL1024_MARK LOGO: CGS
 EL1024_PROJECTION: FLUSH
 EL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1024+STABILITY: SURFACE MOTION
 EL1024
 EL1024  HISTORY     - Date     Condition        Report By
 EL1024  HISTORY     - 1948     MONUMENTED       CGS
 EL1024  HISTORY     - 1954     GOOD             CGS
 EL1024  HISTORY     - 1965     GOOD             OKDH
 EL1024  HISTORY     - 1967     SEE DESCRIPTION  CGS
 EL1024  HISTORY     - 19750115 GOOD             USGS
 EL1024  HISTORY     - 1976     GOOD             DMA
 EL1024
 EL1024                          STATION DESCRIPTION
 EL1024
 EL1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1024'STATION IS LOCATED ABOUT 1.3 MILES SOUTH AND 0.75 MILE WEST
 EL1024'OF THE CENTER OF RUSH SPRINGS ON LAND OWNED BY MR. EARNEST
 EL1024'EVANS.  IT IS IN THE LOT NORTH OF THE HOUSE, 46 FEET NORTH
 EL1024'OF THE NORTHEAST CORNER OF THE HOUSE AND 55.5 FEET NORTHEAST
 EL1024'OF THE ENTRANCE TO AN OLD STORM CELLAR.  THE MARK IS STAMPED
 EL1024'RUSH 1948 AND IS FLUSH WITH THE GROUND.
 EL1024'
 EL1024'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND ABOUT 2.5
 EL1024'LOWER THAN THE STATION MARK.  IT IS 80 FEET NORTHEAST OF THE
 EL1024'NORTHEAST CORNER OF THE HOUSE, AT THE WEST EDGE OF THE PASTURE.
 EL1024'IT IS STAMPED RUSH NO 1 1948 AND PROJECTS 3 INCHES.
 EL1024'
 EL1024'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND ABOUT 2 FEET
 EL1024'LOWER THAN THE STATION MARK.  IT IS 41.5 FEET EAST OF A SMALL
 EL1024'CHICKEN HOUSE AND 30 FEET SOUTH OF A TRIPLE OAK TREE.  IT IS
 EL1024'STAMPED RUSH NO 2 1948 AND IS FLUSH WITH THE GROUND.
 EL1024'
 EL1024'AZIMUTH MARK IS A USC AND G SURVEY AND STATE SURVEY DISK
 EL1024'29A8 TT 1934 SET IN TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 EL1024'PROJECTS 8 INCHES.  PART OF THE STAMPING ON THE DISK HAD BEEN
 EL1024'OBLITERATED BUT THE PARTIAL STAMPING 2 A8 TT19 4 WAS STILL
 EL1024'DISTINGUISHABLE.  THE MARK IS ON THE RIGHT-OF-WAY OF U.S.
 EL1024'HIGHWAY 81, 1.9 MILES SOUTH OF THE TRAFFIC SIGNAL IN THE CENTER
 EL1024'OF RUSH SPRINGS.  IT IS 42 FEET EAST OF THE CENTER OF THE
 EL1024'HIGHWAY, 100 FEET NORTH OF A SIDE ROAD EAST AND 1 FOOT
 EL1024'NORTHWEST OF A WITNESS POST.
 EL1024'
 EL1024'TO REACH THE STATION FROM THE TRAFFIC SIGNAL IN THE CENTER
 EL1024'OF RUSH SPRINGS, GO SOUTH ON U.S. HIGHWAY 81 FOR 1 MILE TO A
 EL1024'CROSSROAD, TURN RIGHT AND GO WEST FOR 0.5 MILE TO A CROSSROAD,
 EL1024'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO A LANE ON THE RIGHT,
 EL1024'TURN RIGHT AND GO WEST ON LANE FOR 0.2 MILE TO THE HOUSE
 EL1024'AND THE STATION TO THE NORTH OF THE HOUSE.
 EL1024'
 EL1024'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC SIGNAL IN THE
 EL1024'CENTER OF RUSH SPRINGS, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.9
 EL1024'MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 EL1024'
 EL1024'A 74 FOOT SIGNAL AT OSARIA-MARLOW (USGS) 2 IS VISIBLE FROM
 EL1024'THE GROUND.
 EL1024'
 EL1024'A 4 FOOT SIGNAL AT MAR IS VISIBLE AT 30 FEET.
 EL1024'
 EL1024'A 100 FOOT SIGNAL AT BURNS IS VISIBLE FROM THE GROUND.
 EL1024'
 EL1024'A 74 FOOT SIGNAL AT SPRINGS IS VISIBLE FROM THE GROUND.
 EL1024
 EL1024                          STATION RECOVERY (1954)
 EL1024
 EL1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 EL1024'THE AZIMUTH MARK TT 29A8 (OKLA.G.S.) WAS RESET TO PERMIT
 EL1024'HIGHWAY CONSTRUCTION BY THE OKLAHOMA HIGHWAY DEPARTMENT.
 EL1024'
 EL1024'THE NEW MARK IS LOCATED 1.8 MILES S OF RUSH SPRINGS, IN SEC.
 EL1024'5, T3N, R7W, 66 FEET E OF THE CENTER LINE OF HIGHWAY 81, 110
 EL1024'FEET N OF THE APPROXIMATE CENTER OF A GRADED DIRT ROAD, 80 FEET
 EL1024'N OF AN 8-INCH IRON PIPE FENCE CORNER POST, AND 2 FEET SE
 EL1024'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 EL1024'IS STAMPED 29-A-8 TT 1934 RESET 1954.
 EL1024'
 EL1024'REACHED FROM THE JUNCTION OF STATE HIGHWAY 17 AND U.S. HIGHWAY
 EL1024'81 IN RUSH SPRINGS BY GOING SOUTH ON HIGHWAY 81 FOR 1.9 MILES
 EL1024'TO THE STATION ON THE LEFT.
 EL1024
 EL1024                          STATION RECOVERY (1965)
 EL1024
 EL1024'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1965
 EL1024'STATION MARK FOUND IN GOOD CONDITION.  AZIMUTH MARK IS GONE.
 EL1024
 EL1024                          STATION RECOVERY (1967)
 EL1024
 EL1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EL1024'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 EL1024'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND WAS ASSUMED
 EL1024'TO BE DESTROYED BY ROAD CONSTRUCTION.  IF THE AZIMUTH MARK
 EL1024'WAS STILL IN PLACE IT WOULD NOT BE VISIBLE FROM THE GROUND
 EL1024'AT THE STATION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 EL1024'
 EL1024'TO REACH FROM RUSH SPRINGS, FROM THE JUNCTION OF U.S. HIGHWAY
 EL1024'81 AND STATE HIGHWAY 17, GO SOUTH ON U.S. 81 FOR 1.0 MILE TO
 EL1024'CROSSROADS, TURN RIGHT AND GO WEST FOR 0.5 MILE TO CROSSROADS,
 EL1024'(TO REACH THE AZIMUTH MARK CONTINUE WEST FOR 0.1 MILE TO
 EL1024'MARK ON RIGHT), TURN LEFT AND GO SOUTH FOR 0.3 MILE TO A WIRE
 EL1024'GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO WEST FOR 0.2
 EL1024'MILE TO AN OLD BUILDING SITE AND STATION.
 EL1024'
 EL1024'THE STATION MARK IS 55.5 FEET NORTHEAST OF THE ENTRANCE
 EL1024'TO AN OLD STORM CELLAR AND 46 FEET NORTH-NORTHWEST OF THE
 EL1024'NORTHEAST CORNER OF AN OLD HOUSE FOUNDATION.  THE MARK IS FLUSH
 EL1024'AND THE DISK IS STAMPED RUSH 1948.
 EL1024'
 EL1024'R.M. NO. 1 IS 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EL1024'OLD FOUNDATION, 16 FEET NORTH-NORTHEAST OF DOUBLE TRUNK OAK
 EL1024'TREE AND 2-1/2 FEET LOWER THAN THE STATION.  THE MARK PROJECTS
 EL1024'3 INCHES AND THE DISK IS STAMPED RUSH NO 1 1948.
 EL1024'
 EL1024'R.M. NO. 2 IS 30 FEET SOUTH-SOUTHEST OF A TRIPLE TRUNKED OAK
 EL1024'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED RUSH NO 2
 EL1024'1948.
 EL1024'
 EL1024'THE AZIMUTH MARK IS 19 FEET NORTH OF THE CENTERLINE OF THE
 EL1024'EAST-WEST ROAD, 4.5 FEET WEST OF A CONCRETE GAS LINE POST, 1.5
 EL1024'FEET WEST OF THE SOUTHWEST BASE OF A METAL STILE, 1.5 FEET SOUTH
 EL1024'OF A FENCE AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 EL1024'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RUSH 1948 AZ 2
 EL1024'1967.
 EL1024'
 EL1024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 EL1024'SOUTHWEST RUSH SPRINGS
 EL1024
 EL1024                          STATION RECOVERY (1975)
 EL1024
 EL1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTF)
 EL1024'RECOVERED IN GOOD CONDITION.
 EL1024
 EL1024                          STATION RECOVERY (1976)
 EL1024
 EL1024'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1024'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED AND IN GOOD
 EL1024'CONDITION.  HOWEVER, THE STATION MARK, AZIMUTH MARK, AND REFERENCE
 EL1024'MARK NO. 2 COULD NOT BE LOCATED AND ARE PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1026 ***********************************************************************
 EL1026  DESIGNATION -  RUSH SPRINGS ATT MICROWAVE
 EL1026  PID         -  EL1026
 EL1026  STATE/COUNTY-  OK/GRADY
 EL1026  COUNTRY     -  US
 EL1026  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1026
 EL1026                         *CURRENT SURVEY CONTROL
 EL1026  ______________________________________________________________________
 EL1026* NAD 83(1993) POSITION- 34 48 46.79440(N) 097 55 56.67880(W)   ADJUSTED
 EL1026  ______________________________________________________________________
 EL1026  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 EL1026  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 EL1026  HORZ ORDER      -  THIRD
 EL1026
 EL1026.The horizontal coordinates were established by classical geodetic methods
 EL1026.and adjusted by the National Geodetic Survey in November 1994.
 EL1026
 EL1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1026.GEOID18 height accuracy estimate available here.
 EL1026
 EL1026.Click photographs - Photos may exist for this station.
 EL1026
 EL1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1026
 EL1026. The following values were computed from the NAD 83(1993) position.
 EL1026
 EL1026;                    North         East     Units Scale Factor Converg.
 EL1026;SPC OK S     -   164,132.530   606,183.753   MT  0.99994389   +0 02 18.1
 EL1026;SPC OK S     -   538,491.48  1,988,787.86   sFT  0.99994389   +0 02 18.1
 EL1026;UTM  14      - 3,852,824.996   597,642.380   MT  0.99971751   +0 36 34.3
 EL1026
 EL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9764252824(NAD 83)
 EL1026
 EL1026                          SUPERSEDED SURVEY CONTROL
 EL1026
 EL1026  NAD 83(1986)-  34 48 46.79908(N)    097 55 56.66283(W) AD(       ) 3
 EL1026  NAD 27      -  34 48 46.54775(N)    097 55 55.51641(W) AD(       ) 3
 EL1026
 EL1026.Superseded values are not recommended for survey control.
 EL1026
 EL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1026.See file dsdata.pdf to determine how the superseded data were derived.
 EL1026
 EL1026_MARKER: 44 = MICROWAVE MAST
 EL1026
 EL1026  HISTORY     - Date     Condition        Report By
 EL1026  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL1026  HISTORY     - 1968     GOOD             CGS
 EL1026
 EL1026                          STATION DESCRIPTION
 EL1026
 EL1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1026'THE STATION IS 2-1/4 MILES NORTHEAST OF RUSH SPRINGS, 2 MILES EAST
 EL1026'OF U.S. HIGHWAY 81, 2 MILES NORTH OF A MACADAM ROAD AND ON THE WEST
 EL1026'SIDE OF A GRADED ROAD.  IT IS A STRUCTURAL STEEL MAST, RED AND
 EL1026'WHITE IN COLOR AND 225 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 EL1026'FLASHING RED LIGHT AT THE TOP-CENTER OF THE MAST.
 EL1026
 EL1026                          STATION RECOVERY (1968)
 EL1026
 EL1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1026'STATION IS LOCATED INSIDE A FENCED PASTURE, ON LAND WHICH IS OWNED
 EL1026'BY A MR. JEFF BESS, ABOUT 1 MILE NORTHEAST OF RUSH SPRINGS AND
 EL1026'ABOUT 200 FEET WEST OF A NORTH-SOUTH SURFACED ROAD.
 EL1026'
 EL1026'A TRIANGULAR SHAPED, PEDESTAL TYPE STEEL MAST, 250 FEET IN HEIGHT,
 EL1026'PAINTED RED-WHITE SECTIONS, HAS TWO RECTANGULAR SHAPED FANS AND A
 EL1026'RED LIGHT MOUNTED AT THE TOP.
 EL1026'
 EL1026'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1025 ***********************************************************************
 EL1025  DESIGNATION -  RUSH SPRINGS MUNICIPAL TANK
 EL1025  PID         -  EL1025
 EL1025  STATE/COUNTY-  OK/GRADY
 EL1025  COUNTRY     -  US
 EL1025  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1025
 EL1025                         *CURRENT SURVEY CONTROL
 EL1025  ______________________________________________________________________
 EL1025* NAD 83(1993) POSITION- 34 47 04.53257(N) 097 57 29.23574(W)   ADJUSTED
 EL1025  ______________________________________________________________________
 EL1025  GEOID HEIGHT    -        -26.134 (meters)                     GEOID18
 EL1025  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 EL1025  HORZ ORDER      -  THIRD
 EL1025
 EL1025.The horizontal coordinates were established by classical geodetic methods
 EL1025.and adjusted by the National Geodetic Survey in November 1994.
 EL1025
 EL1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1025.GEOID18 height accuracy estimate available here.
 EL1025
 EL1025.Click photographs - Photos may exist for this station.
 EL1025
 EL1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1025
 EL1025. The following values were computed from the NAD 83(1993) position.
 EL1025
 EL1025;                    North         East     Units Scale Factor Converg.
 EL1025;SPC OK S     -   160,980.154   603,832.823   MT  0.99994204   +0 01 25.6
 EL1025;SPC OK S     -   528,149.06  1,981,074.85   sFT  0.99994204   +0 01 25.6
 EL1025;UTM  14      - 3,849,650.076   595,323.506   MT  0.99971199   +0 35 39.9
 EL1025
 EL1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9532349650(NAD 83)
 EL1025
 EL1025                          SUPERSEDED SURVEY CONTROL
 EL1025
 EL1025  NAD 83(1986)-  34 47 04.53724(N)    097 57 29.21970(W) AD(       ) 3
 EL1025  NAD 27      -  34 47 04.27800(N)    097 57 28.07600(W) AD(       ) 3
 EL1025
 EL1025.Superseded values are not recommended for survey control.
 EL1025
 EL1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1025.See file dsdata.pdf to determine how the superseded data were derived.
 EL1025
 EL1025_MARKER: 53 = ELEVATED TANK
 EL1025
 EL1025  HISTORY     - Date     Condition        Report By
 EL1025  HISTORY     - 1948     FIRST OBSERVED   CGS
 EL1025
 EL1025                          STATION DESCRIPTION
 EL1025
 EL1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1025'THE TANK IS LOCATED IN THE WEST PART OF TOWN, 75 FEET SOUTH OF
 EL1025'THE RUSH SPRINGS METHODIST CHURCH AND 0.1 MILE NORTH OF STATE
 EL1025'HIGHWAY 17.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED
 EL1025'STEEL STRUCTURE AND IS PAINTED ALUMINUM IN COLOR WITH THE LETTERS
 EL1025'RUSH SPRINGS PAINTED IN BLACK ON ITS NORTH AND SOUTH SIDES.  THE
 EL1025'BALL ON TOP OF THE TANK WAS OBSERVED UPON AND THE OVERALL HEIGHT
 EL1025'IS 87 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1030 ***********************************************************************
 EL1030  DESIGNATION -  RUSH SPRINGS W FARMERS MAST
 EL1030  PID         -  EL1030
 EL1030  STATE/COUNTY-  OK/GRADY
 EL1030  COUNTRY     -  US
 EL1030  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1030
 EL1030                         *CURRENT SURVEY CONTROL
 EL1030  ______________________________________________________________________
 EL1030* NAD 83(1993) POSITION- 34 49 40.39197(N) 097 56 52.35583(W)   ADJUSTED
 EL1030  ______________________________________________________________________
 EL1030  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 EL1030  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 EL1030  HORZ ORDER      -  THIRD
 EL1030
 EL1030.The horizontal coordinates were established by classical geodetic methods
 EL1030.and adjusted by the National Geodetic Survey in November 1994.
 EL1030
 EL1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1030.GEOID18 height accuracy estimate available here.
 EL1030
 EL1030.Click photographs - Photos may exist for this station.
 EL1030
 EL1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1030
 EL1030. The following values were computed from the NAD 83(1993) position.
 EL1030
 EL1030;                    North         East     Units Scale Factor Converg.
 EL1030;SPC OK S     -   165,783.257   604,767.927   MT  0.99994495   +0 01 46.5
 EL1030;SPC OK S     -   543,907.24  1,984,142.77   sFT  0.99994495   +0 01 46.5
 EL1030;UTM  14      - 3,854,461.151   596,210.494   MT  0.99971408   +0 36 03.3
 EL1030
 EL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9621054461(NAD 83)
 EL1030
 EL1030                          SUPERSEDED SURVEY CONTROL
 EL1030
 EL1030  NAD 83(1986)-  34 49 40.39672(N)    097 56 52.34013(W) AD(       ) 3
 EL1030  NAD 27      -  34 49 40.14550(N)    097 56 51.19147(W) AD(       ) 3
 EL1030
 EL1030.Superseded values are not recommended for survey control.
 EL1030
 EL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1030.See file dsdata.pdf to determine how the superseded data were derived.
 EL1030
 EL1030_MARKER: 42 = RADIO/TV MAST
 EL1030
 EL1030  HISTORY     - Date     Condition        Report By
 EL1030  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL1030
 EL1030                          STATION DESCRIPTION
 EL1030
 EL1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1030'STATION IS LOCATED INSIDE A FENCED PASTURE, ABOUT 3 MILES NORTH
 EL1030'OF RUSH SPRINGS, 1 MILE EAST OF U.S. HIGHWAY 81 AND ABOUT 150 FEET
 EL1030'NORTH OF AN EAST-WEST GRADED ROAD.
 EL1030'
 EL1030'STATION IS OWNED BY THE WESTERN FARMERS CO-OP ELECTRIC CORPORATION.
 EL1030'
 EL1030'A TRIANGULAR SHAPED STEEL MAST, 300 FEET IN HEIGHT, PAINTED
 EL1030'RED-WHITE SECTIONS, HAS 3 OCTAGON SHAPED FANS AND A RED LIGHT
 EL1030'MOUNTED AT THE TOP.
 EL1030'
 EL1030'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1015 ***********************************************************************
 EM1015  DESIGNATION -  RUSSELL
 EM1015  PID         -  EM1015
 EM1015  STATE/COUNTY-  OK/HARMON
 EM1015  COUNTRY     -  US
 EM1015  USGS QUAD   -  RUSSELL (2018)
 EM1015
 EM1015                         *CURRENT SURVEY CONTROL
 EM1015  ______________________________________________________________________
 EM1015* NAD 83(1993) POSITION- 34 45 13.36761(N) 099 42 22.12238(W)   ADJUSTED
 EM1015* NAVD 88 ORTHO HEIGHT -   479.63  (+/-2cm)     1573.6   (feet) VERTCON3
 EM1015  ______________________________________________________________________
 EM1015  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 EM1015  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 EM1015  HORZ ORDER      -  THIRD
 EM1015  VERT ORDER      -  THIRD ? (See Below)
 EM1015
 EM1015.The horizontal coordinates were established by classical geodetic methods
 EM1015.and adjusted by the National Geodetic Survey in November 1994.
 EM1015
 EM1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1015
 EM1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1015.GEOID18 height accuracy estimate available here.
 EM1015
 EM1015.The vertical order pertains to the NGVD 29 superseded value.
 EM1015
 EM1015.Click photographs - Photos may exist for this station.
 EM1015
 EM1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1015
 EM1015. The following values were computed from the NAD 83(1993) position.
 EM1015
 EM1015;                    North         East     Units Scale Factor Converg.
 EM1015;SPC OK S     -   158,874.043   443,800.666   MT  0.99994030   -0 58 06.4
 EM1015;SPC OK S     -   521,239.26  1,456,036.02   sFT  0.99994030   -0 58 06.4
 EM1015;UTM  14      - 3,845,958.391   435,370.038   MT  0.99965148   -0 24 09.2
 EM1015
 EM1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1015!SPC OK S     -   0.99992905  x   0.99994030  =   0.99986935
 EM1015!UTM  14      -   0.99992905  x   0.99965148  =   0.99958055
 EM1015
 EM1015:                Primary Azimuth Mark                     Grid Az
 EM1015:SPC OK S     -  RUSSELL AZ MK                            271 45 44.1
 EM1015:UTM  14      -  RUSSELL AZ MK                            271 11 46.9
 EM1015
 EM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3537045958(NAD 83)
 EM1015
 EM1015|---------------------------------------------------------------------|
 EM1015| PID    Reference Object                     Distance      Geod. Az  |
 EM1015|                                                           dddmmss.s |
 EM1015| CX8127 RUSSELL RM 1                         17.727 METERS 01550     |
 EM1015| CX8128 RUSSELL RM 2                         14.434 METERS 27015     |
 EM1015| CX8126 RUSSELL AZ MK                                      2704737.7 |
 EM1015|---------------------------------------------------------------------|
 EM1015
 EM1015                          SUPERSEDED SURVEY CONTROL
 EM1015
 EM1015  NAD 83(1986)-  34 45 13.37324(N)    099 42 22.11533(W) AD(       ) 3
 EM1015  NAD 27      -  34 45 13.15000(N)    099 42 20.76000(W) AD(       ) 3
 EM1015  NGVD 29             479.41   (m)         1572.9    (f) LEVELING    3  
 EM1015
 EM1015.Superseded values are not recommended for survey control.
 EM1015
 EM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1015.See file dsdata.pdf to determine how the superseded data were derived.
 EM1015
 EM1015_MARKER: DS = TRIANGULATION STATION DISK
 EM1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1015_STAMPING: RUSSELL 1948
 EM1015_MARK LOGO: CGS
 EM1015_PROJECTION: FLUSH
 EM1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1015+STABILITY: SURFACE MOTION
 EM1015
 EM1015  HISTORY     - Date     Condition        Report By
 EM1015  HISTORY     - 1948     MONUMENTED       CGS
 EM1015  HISTORY     - 1963     GOOD             CGS
 EM1015
 EM1015                          STATION DESCRIPTION
 EM1015
 EM1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1015'STATION IS LOCATED ABOUT 4 MILES EAST AND 6 MILES NORTH OF
 EM1015'GOULD AND 2 MILES WEST AND 1 MILE SOUTH OF THE VILLAGE OF
 EM1015'RUSSELL.  IT IS ON THE ROAD RIGHT-OF-WAY AT THE NORTHWEST
 EM1015'EDGE OF THE YARD IN FRONT OF THE FARM HOME OF MR. H.J. NORRIS.
 EM1015'IT IS 48 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 EM1015'30 FEET SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD, 27
 EM1015'FEET EAST OF THE DRIVEWAY AND 8 FEET EAST OF A POWER LINE
 EM1015'POLE.  THE MARK IS STAMPED RUSSELL 1948 AND IS FLUSH WITH
 EM1015'THE GROUND.
 EM1015'
 EM1015'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A CULTIVATED
 EM1015'FIELD, 25 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 EM1015'1 FOOT NORTH OF THE FENCE AND 1.5 FEET EAST OF A WITNESS
 EM1015'POST.  IT IS STAMPED RUSSELL NO 1 1948 AND PROJECTS 4 INCHES.
 EM1015'
 EM1015'REFERENCE MARK NO. 2 IS IN THE NORTH-SOUTH FENCE LINE, 15
 EM1015'FEET WEST OF THE DRIVEWAY, 3 FEET SOUTH OF THE FENCE CORNER
 EM1015'AND 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD.  IT
 EM1015'IS STAMPED RUSSELL NO 2 1948 AND PROJECTS 4 INCHES.
 EM1015'
 EM1015'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 30 FEET NORTH OF
 EM1015'THE CENTER OF THE EAST-WEST DIRT ROAD, 6 INCHES SOUTH OF
 EM1015'THE FENCE AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED
 EM1015'RUSSELL 1948 AND PROJECTS 4 INCHES.
 EM1015'
 EM1015'TO REACH FROM DUKE, GO WEST TOWARDS GOULD FOR 7.55 MILES TO
 EM1015'A CROSSROADS IN THE VILLAGE OF MC QUEEN, TURN RIGHT, NORTH,
 EM1015'AND GO 6.0 MILES TO CROSSROADS, TURN LEFT AND GO 0.2 MILE
 EM1015'TO THE FARM HOUSE AND THE STATION ON THE LEFT.  CONTINUE
 EM1015'WEST FOR 0.65 MILE TO THE TOP OF THE GRADE AND THE AZIMUTH
 EM1015'MARK ON THE RIGHT AS DESCRIBED.
 EM1015'
 EM1015'A 4 FOOT SIGNAL AT GOULD 1923 IS VISIBLE AT 4 FEET.
 EM1015'
 EM1015'A 4 FOOT SIGNAL AT DAY 1923 IS VISIBLE AT 4 FEET.
 EM1015
 EM1015                          STATION RECOVERY (1963)
 EM1015
 EM1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1015'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 EM1015'FARM HOUSE USED AS A REFERENCE IN THE 1948 DESCRIPTION IS
 EM1015'IN THE PROCESS OF BEING TORN DOWN 1-22-63.
 EM1015'
 EM1015'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0652 ***********************************************************************
 GJ0652  DESIGNATION -  RUTTMAN
 GJ0652  PID         -  GJ0652
 GJ0652  STATE/COUNTY-  OK/WOODWARD
 GJ0652  COUNTRY     -  US
 GJ0652  USGS QUAD   -  SLEEPING BEAR CREEK SE (2018)
 GJ0652
 GJ0652                         *CURRENT SURVEY CONTROL
 GJ0652  ______________________________________________________________________
 GJ0652* NAD 83(1993) POSITION- 36 32 57.11471(N) 099 16 55.17149(W)   ADJUSTED
 GJ0652* NAVD 88 ORTHO HEIGHT -   660.    (meters)     2165.    (feet) SCALED
 GJ0652  ______________________________________________________________________
 GJ0652  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 GJ0652  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 GJ0652  HORZ ORDER      -  SECOND
 GJ0652
 GJ0652.The horizontal coordinates were established by classical geodetic methods
 GJ0652.and adjusted by the National Geodetic Survey in November 1994.
 GJ0652
 GJ0652.The orthometric height was scaled from a topographic map.
 GJ0652
 GJ0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0652.GEOID18 height accuracy estimate available here.
 GJ0652
 GJ0652.Click photographs - Photos may exist for this station.
 GJ0652
 GJ0652.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0652
 GJ0652. The following values were computed from the NAD 83(1993) position.
 GJ0652
 GJ0652;                    North         East     Units Scale Factor Converg.
 GJ0652;SPC OK N     -   172,648.697   485,224.683   MT  0.99996754   -0 45 23.6
 GJ0652;SPC OK N     -   566,431.60  1,591,941.31   sFT  0.99996754   -0 45 23.6
 GJ0652;UTM  14      - 4,044,902.384   474,762.081   MT  0.99960785   -0 10 04.6
 GJ0652
 GJ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0652!SPC OK N     -   0.99990081  x   0.99996754  =   0.99986836
 GJ0652!UTM  14      -   0.99990081  x   0.99960785  =   0.99950870
 GJ0652
 GJ0652:                Primary Azimuth Mark                     Grid Az
 GJ0652:SPC OK N     -  RUTTMAN AZ MK                            175 43 28.6
 GJ0652:UTM  14      -  RUTTMAN AZ MK                            175 08 09.6
 GJ0652
 GJ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7476244902(NAD 83)
 GJ0652
 GJ0652|---------------------------------------------------------------------|
 GJ0652| PID    Reference Object                     Distance      Geod. Az  |
 GJ0652|                                                           dddmmss.s |
 GJ0652| CL3927 RUTTMAN RM 1                         68.047 METERS 14108     |
 GJ0652| GJ0664 MOORELAND FARMERS CO OP ELEV        APPROX.13.9 KM 1504801.0 |
 GJ0652| CL3926 RUTTMAN AZ MK                                      1745805.0 |
 GJ0652| CL3928 RUTTMAN RM 2                         26.631 METERS 23117     |
 GJ0652|---------------------------------------------------------------------|
 GJ0652
 GJ0652                          SUPERSEDED SURVEY CONTROL
 GJ0652
 GJ0652  NAD 83(1986)-  36 32 57.11951(N)    099 16 55.15855(W) AD(       ) 2
 GJ0652  NAD 27      -  36 32 56.99490(N)    099 16 53.78035(W) AD(       ) 2
 GJ0652
 GJ0652.Superseded values are not recommended for survey control.
 GJ0652
 GJ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0652.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0652
 GJ0652_MARKER: DS = TRIANGULATION STATION DISK
 GJ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0652_STAMPING: RUTTMAN 1963
 GJ0652_MARK LOGO: CGS
 GJ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0652+STABILITY: SURFACE MOTION
 GJ0652
 GJ0652  HISTORY     - Date     Condition        Report By
 GJ0652  HISTORY     - 1963     MONUMENTED       CGS
 GJ0652  HISTORY     - 1976     GOOD             NGS
 GJ0652
 GJ0652                          STATION DESCRIPTION
 GJ0652
 GJ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0652'THE STATION IS ON A SANDY, BRUSH COVERED KNOLL, ON PROPERTY OWNED
 GJ0652'BY MR. KENNETH RUTTMAN.  IT IS ABOUT 9 MILES NORTH-NORTHWEST OF
 GJ0652'MOORELAND AND 10 MILES NORTHEAST OF WOODWARD.
 GJ0652'
 GJ0652'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND, GO NORTH ON
 GJ0652'STATE HIGHWAY 50 FOR 0.65 MILE TO WHERE THE HIGHWAY TURNS RIGHT AND
 GJ0652'A PAVED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 GJ0652'NORTH, FOR 0.2 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 GJ0652'WEST ON PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 GJ0652'GO NORTH ON GRADED ROAD FOR 6.0 MILES TO A T-ROAD INTERSECTION.
 GJ0652'TURN LEFT AND GO WEST ON GRADED ROAD FOR 4.0 MILES TO A
 GJ0652'CROSSROAD.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.55 MILE
 GJ0652'TO A METAL GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE, THEN
 GJ0652'TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.05
 GJ0652'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY ALONG
 GJ0652'THE WEST SIDE OF THE FENCE FOR 0.35 MILE TO THE HIGHEST POINT AND
 GJ0652'THE STATION.
 GJ0652'
 GJ0652'THE STATION MARK IS A STANDARD DISK, STAMPED RUTTMAN 1963, SET IN
 GJ0652'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 GJ0652'IS 169 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 143 FEET WEST
 GJ0652'OF A WIRE FENCE AND 3 FEET SOUTH OF A WITNESS POST.
 GJ0652'
 GJ0652'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUTTMAN NO 1 1963, SET
 GJ0652'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0652'SURFACE.  IT IS 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 GJ0652'WEST OF THE FENCE AND ABOUT 4 FEET LOWER THAN THE STATION.
 GJ0652'
 GJ0652'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUTTMAN NO 2 1963, SET
 GJ0652'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0652'SURFACE.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0652'
 GJ0652'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUTTMAN 1963, SET IN THE TOP
 GJ0652'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 29
 GJ0652'FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 5 FEET NORTH OF A
 GJ0652'WITNESS POST, 1 FOOT WEST OF THE FENCE AND ABOUT 6 FEET HIGHER
 GJ0652'THAN THE ROAD.
 GJ0652'
 GJ0652'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GJ0652
 GJ0652                          STATION RECOVERY (1976)
 GJ0652
 GJ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0652'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0652'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0454 ***********************************************************************
 GG0454  DESIGNATION -  RV 1
 GG0454  PID         -  GG0454
 GG0454  STATE/COUNTY-  OK/NOWATA
 GG0454  COUNTRY     -  US
 GG0454  USGS QUAD   -  ELLIOTT (2018)
 GG0454
 GG0454                         *CURRENT SURVEY CONTROL
 GG0454  ______________________________________________________________________
 GG0454* NAD 83(1986) POSITION- 36 58 02.     (N) 095 37 43.     (W)   SCALED
 GG0454* NAVD 88 ORTHO HEIGHT -   215.776 (meters)      707.93  (feet) ADJUSTED
 GG0454  ______________________________________________________________________
 GG0454  GEOID HEIGHT    -        -29.653 (meters)                     GEOID18
 GG0454  DYNAMIC HEIGHT  -        215.603 (meters)      707.36  (feet) COMP
 GG0454  MODELED GRAVITY -    979,823.0   (mgal)                       NAVD 88
 GG0454
 GG0454  VERT ORDER      -  FIRST     CLASS II
 GG0454
 GG0454.The horizontal coordinates were scaled from a map and have
 GG0454.an estimated accuracy of +/- 6 seconds.
 GG0454
 GG0454.The orthometric height was determined by differential leveling and
 GG0454.adjusted by the NATIONAL GEODETIC SURVEY
 GG0454.in June 1991.
 GG0454
 GG0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0454.GEOID18 height accuracy estimate available here.
 GG0454
 GG0454.Click photographs - Photos may exist for this station.
 GG0454
 GG0454.The dynamic height is computed by dividing the NAVD 88
 GG0454.geopotential number by the normal gravity value computed on the
 GG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0454.degrees latitude (g = 980.6199 gals.).
 GG0454
 GG0454.The modeled gravity was interpolated from observed gravity values.
 GG0454
 GG0454;                    North         East    Units  Estimated Accuracy
 GG0454;SPC OK N     -   220,860.      811,160.      MT  (+/- 180 meters Scaled)
 GG0454
 GG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA659944(NAD 83)
 GG0454
 GG0454                          SUPERSEDED SURVEY CONTROL
 GG0454
 GG0454  NGVD 29 (??/??/92)  215.640  (m)          707.48   (f) ADJ UNCH    1 2
 GG0454
 GG0454.Superseded values are not recommended for survey control.
 GG0454
 GG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0454.See file dsdata.pdf to determine how the superseded data were derived.
 GG0454
 GG0454_MARKER: R = RIVET
 GG0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0454_SP_SET: CULVERT HEADWALL
 GG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0454+STABILITY: SURFACE MOTION
 GG0454
 GG0454  HISTORY     - Date     Condition        Report By
 GG0454  HISTORY     - UNK      MONUMENTED       MPRR
 GG0454  HISTORY     - 1933     GOOD             CGS
 GG0454
 GG0454                          STATION DESCRIPTION
 GG0454
 GG0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0454'1.4 MI S FROM SOUTH COFFEYVILLE.
 GG0454'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0454'THE STATION AT SOUTH COFFEYVILLE, NOWATA COUNTY, ABOUT 24
 GG0454'POLES NORTH OF MILEPOST 658, AT A 4- BY 6-FOOT CONCRETE CULVERT,
 GG0454'AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A
 GG0454'STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0467 ***********************************************************************
 GG0467  DESIGNATION -  RV 10
 GG0467  PID         -  GG0467
 GG0467  STATE/COUNTY-  OK/NOWATA
 GG0467  COUNTRY     -  US
 GG0467  USGS QUAD   -  DELAWARE (2019)
 GG0467
 GG0467                         *CURRENT SURVEY CONTROL
 GG0467  ______________________________________________________________________
 GG0467* NAD 83(1986) POSITION- 36 45 03.     (N) 095 38 07.     (W)   SCALED
 GG0467* NAVD 88 ORTHO HEIGHT -   202.072 (meters)      662.96  (feet) ADJUSTED
 GG0467  ______________________________________________________________________
 GG0467  GEOID HEIGHT    -        -29.428 (meters)                     GEOID18
 GG0467  DYNAMIC HEIGHT  -        201.905 (meters)      662.42  (feet) COMP
 GG0467  MODELED GRAVITY -    979,800.5   (mgal)                       NAVD 88
 GG0467
 GG0467  VERT ORDER      -  FIRST     CLASS II
 GG0467
 GG0467.The horizontal coordinates were scaled from a map and have
 GG0467.an estimated accuracy of +/- 6 seconds.
 GG0467
 GG0467.The orthometric height was determined by differential leveling and
 GG0467.adjusted by the NATIONAL GEODETIC SURVEY
 GG0467.in June 1991.
 GG0467
 GG0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0467.GEOID18 height accuracy estimate available here.
 GG0467
 GG0467.Click photographs - Photos may exist for this station.
 GG0467
 GG0467.The dynamic height is computed by dividing the NAVD 88
 GG0467.geopotential number by the normal gravity value computed on the
 GG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0467.degrees latitude (g = 980.6199 gals.).
 GG0467
 GG0467.The modeled gravity was interpolated from observed gravity values.
 GG0467
 GG0467;                    North         East    Units  Estimated Accuracy
 GG0467;SPC OK N     -   196,840.      811,150.      MT  (+/- 180 meters Scaled)
 GG0467
 GG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA647704(NAD 83)
 GG0467
 GG0467                          SUPERSEDED SURVEY CONTROL
 GG0467
 GG0467  NGVD 29 (??/??/92)  201.944  (m)          662.54   (f) ADJ UNCH    1 2
 GG0467
 GG0467.Superseded values are not recommended for survey control.
 GG0467
 GG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0467.See file dsdata.pdf to determine how the superseded data were derived.
 GG0467
 GG0467_MARKER: R = RIVET
 GG0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0467_SP_SET: BRIDGE
 GG0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0467
 GG0467  HISTORY     - Date     Condition        Report By
 GG0467  HISTORY     - UNK      MONUMENTED       MPRR
 GG0467  HISTORY     - 1933     GOOD             CGS
 GG0467
 GG0467                          STATION DESCRIPTION
 GG0467
 GG0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0467'1.9 MI S FROM DELAWARE.
 GG0467'ABOUT 1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0467'THE STATION AT DELAWARE, NOWATA COUNTY, ABOUT 22 POLES NORTH OF
 GG0467'MILEPOST 643, AT BRIDGE 207 OVER CALIFORNIA CREEK, AND IN THE
 GG0467'TOP OF THE WEST SIDE OF THE NORTH PIER.  A STANDARD MONEL-METAL
 GG0467'RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0290 ***********************************************************************
 GJ0290  DESIGNATION -  RV 10
 GJ0290  PID         -  GJ0290
 GJ0290  STATE/COUNTY-  OK/ELLIS
 GJ0290  COUNTRY     -  US
 GJ0290  USGS QUAD   -  SHATTUCK (2018)
 GJ0290
 GJ0290                         *CURRENT SURVEY CONTROL
 GJ0290  ______________________________________________________________________
 GJ0290* NAD 83(1986) POSITION- 36 15 30.     (N) 099 53 58.     (W)   SCALED
 GJ0290* NAVD 88 ORTHO HEIGHT -   691.601 (meters)     2269.03  (feet) ADJUSTED
 GJ0290  ______________________________________________________________________
 GJ0290  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GJ0290  DYNAMIC HEIGHT  -        690.901 (meters)     2266.73  (feet) COMP
 GJ0290  MODELED GRAVITY -    979,597.4   (mgal)                       NAVD 88
 GJ0290
 GJ0290  VERT ORDER      -  FIRST     CLASS II
 GJ0290
 GJ0290.The horizontal coordinates were scaled from a map and have
 GJ0290.an estimated accuracy of +/- 6 seconds.
 GJ0290
 GJ0290.The orthometric height was determined by differential leveling and
 GJ0290.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0290.in June 1991.
 GJ0290
 GJ0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0290.GEOID18 height accuracy estimate available here.
 GJ0290
 GJ0290.Click photographs - Photos may exist for this station.
 GJ0290
 GJ0290.The dynamic height is computed by dividing the NAVD 88
 GJ0290.geopotential number by the normal gravity value computed on the
 GJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0290.degrees latitude (g = 980.6199 gals.).
 GJ0290
 GJ0290.The modeled gravity was interpolated from observed gravity values.
 GJ0290
 GJ0290;                    North         East    Units  Estimated Accuracy
 GJ0290;SPC OK N     -   141,290.      429,320.      MT  (+/- 180 meters Scaled)
 GJ0290
 GJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF191129(NAD 83)
 GJ0290
 GJ0290                          SUPERSEDED SURVEY CONTROL
 GJ0290
 GJ0290  NGVD 29 (??/??/92)  691.298  (m)         2268.03   (f) ADJ UNCH    1 2
 GJ0290
 GJ0290.Superseded values are not recommended for survey control.
 GJ0290
 GJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0290.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0290
 GJ0290_MARKER: R = RIVET
 GJ0290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0290_SP_SET: CULVERT HEADWALL
 GJ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0290+STABILITY: SURFACE MOTION
 GJ0290
 GJ0290  HISTORY     - Date     Condition        Report By
 GJ0290  HISTORY     - UNK      MONUMENTED
 GJ0290  HISTORY     - 1934     GOOD             CGS
 GJ0290
 GJ0290                          STATION DESCRIPTION
 GJ0290
 GJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0290'1.7 MI SW FROM SHATTUCK.
 GJ0290'1.7 MILES SOUTHWEST OF RAILROAD PARK, AT SHATTUCK IN THE TOP
 GJ0290'OF THE NORTHEAST CORNER OF CONCRETE ARCH CULVERT 416A.  24 FEET
 GJ0290'SOUTH OF MILE POST 416. ABOUT 3 FEET BELOW THE LEVEL OF THE
 GJ0290'ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0470 ***********************************************************************
 GG0470  DESIGNATION -  RV 11
 GG0470  PID         -  GG0470
 GG0470  STATE/COUNTY-  OK/NOWATA
 GG0470  COUNTRY     -  US
 GG0470  USGS QUAD   -  NOWATA WEST (2019)
 GG0470
 GG0470                         *CURRENT SURVEY CONTROL
 GG0470  ______________________________________________________________________
 GG0470* NAD 83(1986) POSITION- 36 44 19.     (N) 095 38 02.     (W)   SCALED
 GG0470* NAVD 88 ORTHO HEIGHT -   202.443 (meters)      664.18  (feet) ADJUSTED
 GG0470  ______________________________________________________________________
 GG0470  GEOID HEIGHT    -        -29.414 (meters)                     GEOID18
 GG0470  DYNAMIC HEIGHT  -        202.275 (meters)      663.63  (feet) COMP
 GG0470  MODELED GRAVITY -    979,799.8   (mgal)                       NAVD 88
 GG0470
 GG0470  VERT ORDER      -  FIRST     CLASS II
 GG0470
 GG0470.The horizontal coordinates were scaled from a map and have
 GG0470.an estimated accuracy of +/- 6 seconds.
 GG0470
 GG0470.The orthometric height was determined by differential leveling and
 GG0470.adjusted by the NATIONAL GEODETIC SURVEY
 GG0470.in June 1991.
 GG0470
 GG0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0470.GEOID18 height accuracy estimate available here.
 GG0470
 GG0470.Click photographs - Photos may exist for this station.
 GG0470
 GG0470.The dynamic height is computed by dividing the NAVD 88
 GG0470.geopotential number by the normal gravity value computed on the
 GG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0470.degrees latitude (g = 980.6199 gals.).
 GG0470
 GG0470.The modeled gravity was interpolated from observed gravity values.
 GG0470
 GG0470;                    North         East    Units  Estimated Accuracy
 GG0470;SPC OK N     -   195,490.      811,310.      MT  (+/- 180 meters Scaled)
 GG0470
 GG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA648691(NAD 83)
 GG0470
 GG0470                          SUPERSEDED SURVEY CONTROL
 GG0470
 GG0470  NGVD 29 (??/??/92)  202.314  (m)          663.76   (f) ADJ UNCH    1 2
 GG0470
 GG0470.Superseded values are not recommended for survey control.
 GG0470
 GG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0470.See file dsdata.pdf to determine how the superseded data were derived.
 GG0470
 GG0470_MARKER: R = RIVET
 GG0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0470_SP_SET: CULVERT HEADWALL
 GG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0470+STABILITY: SURFACE MOTION
 GG0470
 GG0470  HISTORY     - Date     Condition        Report By
 GG0470  HISTORY     - UNK      MONUMENTED       MPRR
 GG0470  HISTORY     - 1933     GOOD             CGS
 GG0470  HISTORY     - 1972     MARK NOT FOUND   USGS
 GG0470
 GG0470                          STATION DESCRIPTION
 GG0470
 GG0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0470'2.8 MI S FROM DELAWARE.
 GG0470'ABOUT 2.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0470'THE STATION AT DELAWARE, NOWATA COUNTY, ABOUT 26-1/2 POLES NORTH
 GG0470'OF MILEPOST 642, AT A DOUBLE 4- BY 6-FOOT CONCRETE CULVERT,
 GG0470'AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0470'MONEL-METAL RIVET.
 GG0470
 GG0470                          STATION RECOVERY (1972)
 GG0470
 GG0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GG0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0299 ***********************************************************************
 GJ0299  DESIGNATION -  RV 11
 GJ0299  PID         -  GJ0299
 GJ0299  STATE/COUNTY-  OK/ELLIS
 GJ0299  COUNTRY     -  US
 GJ0299  USGS QUAD   -  GAGE (2018)
 GJ0299
 GJ0299                         *CURRENT SURVEY CONTROL
 GJ0299  ______________________________________________________________________
 GJ0299* NAD 83(1986) POSITION- 36 18 26.     (N) 099 47 04.     (W)   SCALED
 GJ0299* NAVD 88 ORTHO HEIGHT -   657.775 (meters)     2158.05  (feet) ADJUSTED
 GJ0299  ______________________________________________________________________
 GJ0299  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GJ0299  DYNAMIC HEIGHT  -        657.114 (meters)     2155.88  (feet) COMP
 GJ0299  MODELED GRAVITY -    979,607.5   (mgal)                       NAVD 88
 GJ0299
 GJ0299  VERT ORDER      -  FIRST     CLASS II
 GJ0299
 GJ0299.The horizontal coordinates were scaled from a map and have
 GJ0299.an estimated accuracy of +/- 6 seconds.
 GJ0299
 GJ0299.The orthometric height was determined by differential leveling and
 GJ0299.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0299.in June 1991.
 GJ0299
 GJ0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0299.GEOID18 height accuracy estimate available here.
 GJ0299
 GJ0299.Click photographs - Photos may exist for this station.
 GJ0299
 GJ0299.The dynamic height is computed by dividing the NAVD 88
 GJ0299.geopotential number by the normal gravity value computed on the
 GJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0299.degrees latitude (g = 980.6199 gals.).
 GJ0299
 GJ0299.The modeled gravity was interpolated from observed gravity values.
 GJ0299
 GJ0299;                    North         East    Units  Estimated Accuracy
 GJ0299;SPC OK N     -   146,510.      439,750.      MT  (+/- 180 meters Scaled)
 GJ0299
 GJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF295183(NAD 83)
 GJ0299
 GJ0299                          SUPERSEDED SURVEY CONTROL
 GJ0299
 GJ0299  NGVD 29 (??/??/92)  657.484  (m)         2157.10   (f) ADJ UNCH    1 2
 GJ0299
 GJ0299.Superseded values are not recommended for survey control.
 GJ0299
 GJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0299.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0299
 GJ0299_MARKER: R = RIVET
 GJ0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0299_SP_SET: CULVERT HEADWALL
 GJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0299+STABILITY: SURFACE MOTION
 GJ0299
 GJ0299  HISTORY     - Date     Condition        Report By
 GJ0299  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0299  HISTORY     - 1934     GOOD             CGS
 GJ0299
 GJ0299                          STATION DESCRIPTION
 GJ0299
 GJ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0299'1.8 MI SW FROM GAGE.
 GJ0299'1.8 MILES SOUTHWEST OF FIRST NATIONAL BANK, AT GAGE IN TOP
 GJ0299'OF THE SOUTHEAST CONCRETE HEADWALL OF ARCH BRIDGE 408B.  ABOUT
 GJ0299'5 FEET BELOW THE LEVEL OF THE ATCHISON TOPEKA AND SANTA FE
 GJ0299'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0318 ***********************************************************************
 GJ0318  DESIGNATION -  RV 12
 GJ0318  PID         -  GJ0318
 GJ0318  STATE/COUNTY-  OK/ELLIS
 GJ0318  COUNTRY     -  US
 GJ0318  USGS QUAD   -  FARGO SW (2018)
 GJ0318
 GJ0318                         *CURRENT SURVEY CONTROL
 GJ0318  ______________________________________________________________________
 GJ0318* NAD 83(1986) POSITION- 36 21 20.     (N) 099 40 24.     (W)   SCALED
 GJ0318* NAVD 88 ORTHO HEIGHT -   643.590 (meters)     2111.51  (feet) ADJUSTED
 GJ0318  ______________________________________________________________________
 GJ0318  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0318  DYNAMIC HEIGHT  -        642.953 (meters)     2109.42  (feet) COMP
 GJ0318  MODELED GRAVITY -    979,622.4   (mgal)                       NAVD 88
 GJ0318
 GJ0318  VERT ORDER      -  FIRST     CLASS II
 GJ0318
 GJ0318.The horizontal coordinates were scaled from a map and have
 GJ0318.an estimated accuracy of +/- 6 seconds.
 GJ0318
 GJ0318.The orthometric height was determined by differential leveling and
 GJ0318.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0318.in June 1991.
 GJ0318
 GJ0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0318.GEOID18 height accuracy estimate available here.
 GJ0318
 GJ0318.Click photographs - Photos may exist for this station.
 GJ0318
 GJ0318.The dynamic height is computed by dividing the NAVD 88
 GJ0318.geopotential number by the normal gravity value computed on the
 GJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0318.degrees latitude (g = 980.6199 gals.).
 GJ0318
 GJ0318.The modeled gravity was interpolated from observed gravity values.
 GJ0318
 GJ0318;                    North         East    Units  Estimated Accuracy
 GJ0318;SPC OK N     -   151,700.      449,820.      MT  (+/- 180 meters Scaled)
 GJ0318
 GJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF395235(NAD 83)
 GJ0318
 GJ0318                          SUPERSEDED SURVEY CONTROL
 GJ0318
 GJ0318  NGVD 29 (??/??/92)  643.313  (m)         2110.60   (f) ADJ UNCH    1 2
 GJ0318
 GJ0318.Superseded values are not recommended for survey control.
 GJ0318
 GJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0318.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0318
 GJ0318_MARKER: R = RIVET
 GJ0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0318_SP_SET: CULVERT HEADWALL
 GJ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0318+STABILITY: SURFACE MOTION
 GJ0318
 GJ0318  HISTORY     - Date     Condition        Report By
 GJ0318  HISTORY     - UNK      MONUMENTED
 GJ0318  HISTORY     - 1934     GOOD             CGS
 GJ0318
 GJ0318                          STATION DESCRIPTION
 GJ0318
 GJ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0318'3.2 MI SW FROM FARGO.
 GJ0318'3.2 MILES SOUTHWEST OF THE AT AND SF DEPOT, AT FARGO, IN THE SOUTHEAST
 GJ0318'CORNER OF CONCRETE ARCH CULVERT 401B.  3 FEET BELOW THE LEVEL
 GJ0318'OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0148 ***********************************************************************
 GJ0148  DESIGNATION -  RV 12
 GJ0148  PID         -  GJ0148
 GJ0148  STATE/COUNTY-  OK/ALFALFA
 GJ0148  COUNTRY     -  US
 GJ0148  USGS QUAD   -  CAPRON (2018)
 GJ0148
 GJ0148                         *CURRENT SURVEY CONTROL
 GJ0148  ______________________________________________________________________
 GJ0148* NAD 83(1986) POSITION- 36 58 22.     (N) 098 31 25.     (W)   SCALED
 GJ0148* NAVD 88 ORTHO HEIGHT -   393.514 (meters)     1291.05  (feet) ADJUSTED
 GJ0148  ______________________________________________________________________
 GJ0148  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GJ0148  DYNAMIC HEIGHT  -        393.174 (meters)     1289.94  (feet) COMP
 GJ0148  MODELED GRAVITY -    979,755.4   (mgal)                       NAVD 88
 GJ0148
 GJ0148  VERT ORDER      -  SECOND    CLASS 0
 GJ0148
 GJ0148.The horizontal coordinates were scaled from a map and have
 GJ0148.an estimated accuracy of +/- 6 seconds.
 GJ0148
 GJ0148.The orthometric height was determined by differential leveling and
 GJ0148.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0148.in June 1991.
 GJ0148
 GJ0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0148.GEOID18 height accuracy estimate available here.
 GJ0148
 GJ0148.Click photographs - Photos may exist for this station.
 GJ0148
 GJ0148.The dynamic height is computed by dividing the NAVD 88
 GJ0148.geopotential number by the normal gravity value computed on the
 GJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0148.degrees latitude (g = 980.6199 gals.).
 GJ0148
 GJ0148.The modeled gravity was interpolated from observed gravity values.
 GJ0148
 GJ0148;                    North         East    Units  Estimated Accuracy
 GJ0148;SPC OK N     -   219,020.      553,370.      MT  (+/- 180 meters Scaled)
 GJ0148
 GJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF424919(NAD 83)
 GJ0148
 GJ0148                          SUPERSEDED SURVEY CONTROL
 GJ0148
 GJ0148  NGVD 29 (??/??/92)  393.332  (m)         1290.46   (f) ADJ UNCH    2 0
 GJ0148
 GJ0148.Superseded values are not recommended for survey control.
 GJ0148
 GJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0148.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0148
 GJ0148_MARKER: R = RIVET
 GJ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0148_SP_SET: SIGNAL BASE
 GJ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0148
 GJ0148  HISTORY     - Date     Condition        Report By
 GJ0148  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0148  HISTORY     - 1935     GOOD             CGS
 GJ0148
 GJ0148                          STATION DESCRIPTION
 GJ0148
 GJ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0148'3.6 MI SW FROM KIOWA.
 GJ0148'3.6 MILES SOUTHWEST OF KIOWA A.T. AND S.F. RR STATION IN THE
 GJ0148'BASE OF ATCHISON TOPEKA AND SANTA FE RAILROAD SIGNAL 310-2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0474 ***********************************************************************
 GG0474  DESIGNATION -  RV 13
 GG0474  PID         -  GG0474
 GG0474  STATE/COUNTY-  OK/NOWATA
 GG0474  COUNTRY     -  US
 GG0474  USGS QUAD   -  NOWATA WEST (2019)
 GG0474
 GG0474                         *CURRENT SURVEY CONTROL
 GG0474  ______________________________________________________________________
 GG0474* NAD 83(1986) POSITION- 36 41 45.     (N) 095 38 12.     (W)   SCALED
 GG0474* NAVD 88 ORTHO HEIGHT -   211.080 (meters)      692.52  (feet) ADJUSTED
 GG0474  ______________________________________________________________________
 GG0474  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 GG0474  DYNAMIC HEIGHT  -        210.905 (meters)      691.94  (feet) COMP
 GG0474  MODELED GRAVITY -    979,797.6   (mgal)                       NAVD 88
 GG0474
 GG0474  VERT ORDER      -  FIRST     CLASS II
 GG0474
 GG0474.The horizontal coordinates were scaled from a map and have
 GG0474.an estimated accuracy of +/- 6 seconds.
 GG0474
 GG0474.The orthometric height was determined by differential leveling and
 GG0474.adjusted by the NATIONAL GEODETIC SURVEY
 GG0474.in June 1991.
 GG0474
 GG0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0474.GEOID18 height accuracy estimate available here.
 GG0474
 GG0474.Click photographs - Photos may exist for this station.
 GG0474
 GG0474.The dynamic height is computed by dividing the NAVD 88
 GG0474.geopotential number by the normal gravity value computed on the
 GG0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0474.degrees latitude (g = 980.6199 gals.).
 GG0474
 GG0474.The modeled gravity was interpolated from observed gravity values.
 GG0474
 GG0474;                    North         East    Units  Estimated Accuracy
 GG0474;SPC OK N     -   190,730.      811,180.      MT  (+/- 180 meters Scaled)
 GG0474
 GG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA644643(NAD 83)
 GG0474
 GG0474                          SUPERSEDED SURVEY CONTROL
 GG0474
 GG0474  NGVD 29 (??/??/92)  210.953  (m)          692.10   (f) ADJ UNCH    1 2
 GG0474
 GG0474.Superseded values are not recommended for survey control.
 GG0474
 GG0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0474.See file dsdata.pdf to determine how the superseded data were derived.
 GG0474
 GG0474_MARKER: R = RIVET
 GG0474_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0474_SP_SET: CULVERT HEADWALL
 GG0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0474+STABILITY: SURFACE MOTION
 GG0474
 GG0474  HISTORY     - Date     Condition        Report By
 GG0474  HISTORY     - UNK      MONUMENTED       MPRR
 GG0474  HISTORY     - 1933     GOOD             CGS
 GG0474
 GG0474                          STATION DESCRIPTION
 GG0474
 GG0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0474'0.1 MI S FROM NOWATA.
 GG0474'ABOUT 0.1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0474'THE STATION AT NOWATA, NOWATA COUNTY, ABOUT 28-1/2 POLES NORTH
 GG0474'OF MILEPOST 639, ABOUT 75 FEET SOUTH OF A ROAD CROSSING, AT A
 GG0474'DOUBLE 4- BY 8-FOOT CONCRETE CULVERT, IN THE CENTER OF THE
 GG0474'TOP OF THE WEST HEAD WALL, AND 10 FEET WEST OF THE CENTER LINE
 GG0474'OF THE TRACK.  A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0321 ***********************************************************************
 GJ0321  DESIGNATION -  RV 13
 GJ0321  PID         -  GJ0321
 GJ0321  STATE/COUNTY-  OK/ELLIS
 GJ0321  COUNTRY     -  US
 GJ0321  USGS QUAD   -  FARGO SW (2018)
 GJ0321
 GJ0321                         *CURRENT SURVEY CONTROL
 GJ0321  ______________________________________________________________________
 GJ0321* NAD 83(1986) POSITION- 36 22 23.     (N) 099 38 01.     (W)   SCALED
 GJ0321* NAVD 88 ORTHO HEIGHT -   639.827 (meters)     2099.17  (feet) ADJUSTED
 GJ0321  ______________________________________________________________________
 GJ0321  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0321  DYNAMIC HEIGHT  -        639.196 (meters)     2097.10  (feet) COMP
 GJ0321  MODELED GRAVITY -    979,624.6   (mgal)                       NAVD 88
 GJ0321
 GJ0321  VERT ORDER      -  FIRST     CLASS II
 GJ0321
 GJ0321.The horizontal coordinates were scaled from a map and have
 GJ0321.an estimated accuracy of +/- 6 seconds.
 GJ0321
 GJ0321.The orthometric height was determined by differential leveling and
 GJ0321.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0321.in June 1991.
 GJ0321
 GJ0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0321.GEOID18 height accuracy estimate available here.
 GJ0321
 GJ0321.Click photographs - Photos may exist for this station.
 GJ0321
 GJ0321.The dynamic height is computed by dividing the NAVD 88
 GJ0321.geopotential number by the normal gravity value computed on the
 GJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0321.degrees latitude (g = 980.6199 gals.).
 GJ0321
 GJ0321.The modeled gravity was interpolated from observed gravity values.
 GJ0321
 GJ0321;                    North         East    Units  Estimated Accuracy
 GJ0321;SPC OK N     -   153,580.      453,420.      MT  (+/- 180 meters Scaled)
 GJ0321
 GJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF431255(NAD 83)
 GJ0321
 GJ0321                          SUPERSEDED SURVEY CONTROL
 GJ0321
 GJ0321  NGVD 29 (??/??/92)  639.552  (m)         2098.26   (f) ADJ UNCH    1 2
 GJ0321
 GJ0321.Superseded values are not recommended for survey control.
 GJ0321
 GJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0321.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0321
 GJ0321_MARKER: R = RIVET
 GJ0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0321_SP_SET: CULVERT HEADWALL
 GJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0321+STABILITY: SURFACE MOTION
 GJ0321
 GJ0321  HISTORY     - Date     Condition        Report By
 GJ0321  HISTORY     - UNK      MONUMENTED
 GJ0321  HISTORY     - 1934     GOOD             CGS
 GJ0321  HISTORY     - 1947     GOOD
 GJ0321
 GJ0321                          STATION DESCRIPTION
 GJ0321
 GJ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0321'0.6 MI SW FROM FARGO.
 GJ0321'0.6 MILES SOUTHWEST OF AT AND SF DEPOT, AT FARGO IN SOUTHEAST
 GJ0321'CORNER OF CONCRETE ARCH BRIDGE 398C.  24 FEET SOUTH OF CENTERLINE
 GJ0321'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  18 INCHES BELOW THE
 GJ0321'LEVEL OF THE TRACK.  NOTE-- BENCH MARK LOCATED AT 398-B.
 GJ0321
 GJ0321                          STATION RECOVERY (1947)
 GJ0321
 GJ0321'RECOVERED 1947
 GJ0321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0152 ***********************************************************************
 GJ0152  DESIGNATION -  RV 13
 GJ0152  PID         -  GJ0152
 GJ0152  STATE/COUNTY-  OK/WOODS
 GJ0152  COUNTRY     -  US
 GJ0152  USGS QUAD   -  CAPRON (2018)
 GJ0152
 GJ0152                         *CURRENT SURVEY CONTROL
 GJ0152  ______________________________________________________________________
 GJ0152* NAD 83(1986) POSITION- 36 53 51.     (N) 098 34 24.     (W)   SCALED
 GJ0152* NAVD 88 ORTHO HEIGHT -   394.224 (meters)     1293.38  (feet) ADJUSTED
 GJ0152  ______________________________________________________________________
 GJ0152  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 GJ0152  DYNAMIC HEIGHT  -        393.881 (meters)     1292.26  (feet) COMP
 GJ0152  MODELED GRAVITY -    979,748.0   (mgal)                       NAVD 88
 GJ0152
 GJ0152  VERT ORDER      -  SECOND    CLASS 0
 GJ0152
 GJ0152.The horizontal coordinates were scaled from a map and have
 GJ0152.an estimated accuracy of +/- 6 seconds.
 GJ0152
 GJ0152.The orthometric height was determined by differential leveling and
 GJ0152.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0152.in June 1991.
 GJ0152
 GJ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0152.GEOID18 height accuracy estimate available here.
 GJ0152
 GJ0152.Click photographs - Photos may exist for this station.
 GJ0152
 GJ0152.The dynamic height is computed by dividing the NAVD 88
 GJ0152.geopotential number by the normal gravity value computed on the
 GJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0152.degrees latitude (g = 980.6199 gals.).
 GJ0152
 GJ0152.The modeled gravity was interpolated from observed gravity values.
 GJ0152
 GJ0152;                    North         East    Units  Estimated Accuracy
 GJ0152;SPC OK N     -   210,690.      548,900.      MT  (+/- 180 meters Scaled)
 GJ0152
 GJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF380835(NAD 83)
 GJ0152
 GJ0152                          SUPERSEDED SURVEY CONTROL
 GJ0152
 GJ0152  NGVD 29 (??/??/92)  394.038  (m)         1292.77   (f) ADJ UNCH    2 0
 GJ0152
 GJ0152.Superseded values are not recommended for survey control.
 GJ0152
 GJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0152.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0152
 GJ0152_MARKER: R = RIVET
 GJ0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0152_SP_SET: SIGNAL BASE
 GJ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0152
 GJ0152  HISTORY     - Date     Condition        Report By
 GJ0152  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0152  HISTORY     - 1935     GOOD             CGS
 GJ0152
 GJ0152                          STATION DESCRIPTION
 GJ0152
 GJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0152'AT CAPRON.
 GJ0152'AT CAPRON IN THE BASE OF SIGNAL 310-2 OF THE ATCHISON TOPEKA
 GJ0152'AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0156 ***********************************************************************
 GJ0156  DESIGNATION -  RV 14
 GJ0156  PID         -  GJ0156
 GJ0156  STATE/COUNTY-  OK/WOODS
 GJ0156  COUNTRY     -  US
 GJ0156  USGS QUAD   -  ALVA SE (2018)
 GJ0156
 GJ0156                         *CURRENT SURVEY CONTROL
 GJ0156  ______________________________________________________________________
 GJ0156* NAD 83(1986) POSITION- 36 50 08.     (N) 098 36 56.     (W)   SCALED
 GJ0156* NAVD 88 ORTHO HEIGHT -   411.940 (meters)     1351.51  (feet) ADJUSTED
 GJ0156  ______________________________________________________________________
 GJ0156  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 GJ0156  DYNAMIC HEIGHT  -        411.578 (meters)     1350.32  (feet) COMP
 GJ0156  MODELED GRAVITY -    979,740.2   (mgal)                       NAVD 88
 GJ0156
 GJ0156  VERT ORDER      -  SECOND    CLASS 0
 GJ0156
 GJ0156.The horizontal coordinates were scaled from a map and have
 GJ0156.an estimated accuracy of +/- 6 seconds.
 GJ0156
 GJ0156.The orthometric height was determined by differential leveling and
 GJ0156.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0156.in June 1991.
 GJ0156
 GJ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0156.GEOID18 height accuracy estimate available here.
 GJ0156
 GJ0156.Click photographs - Photos may exist for this station.
 GJ0156
 GJ0156.The dynamic height is computed by dividing the NAVD 88
 GJ0156.geopotential number by the normal gravity value computed on the
 GJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0156.degrees latitude (g = 980.6199 gals.).
 GJ0156
 GJ0156.The modeled gravity was interpolated from observed gravity values.
 GJ0156
 GJ0156;                    North         East    Units  Estimated Accuracy
 GJ0156;SPC OK N     -   203,840.      545,090.      MT  (+/- 180 meters Scaled)
 GJ0156
 GJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF342766(NAD 83)
 GJ0156
 GJ0156                          SUPERSEDED SURVEY CONTROL
 GJ0156
 GJ0156  NGVD 29 (??/??/92)  411.749  (m)         1350.88   (f) ADJ UNCH    2 0
 GJ0156
 GJ0156.Superseded values are not recommended for survey control.
 GJ0156
 GJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0156.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0156
 GJ0156_MARKER: R = RIVET
 GJ0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0156_SP_SET: SIGNAL BASE
 GJ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0156
 GJ0156  HISTORY     - Date     Condition        Report By
 GJ0156  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0156  HISTORY     - 1935     GOOD             CGS
 GJ0156
 GJ0156                          STATION DESCRIPTION
 GJ0156
 GJ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0156'3.6 MI NE FROM ALVA.
 GJ0156'3.6 MILES NORTHEAST OF ALVA A.T. AND S.F. RR STATION IN THE
 GJ0156'BASE OF ATCHISON TOPEKA AND SANTA FE RAILROAD SIGNAL 316-2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0326 ***********************************************************************
 GJ0326  DESIGNATION -  RV 14
 GJ0326  PID         -  GJ0326
 GJ0326  STATE/COUNTY-  OK/WOODWARD
 GJ0326  COUNTRY     -  US
 GJ0326  USGS QUAD   -  FARGO (2018)
 GJ0326
 GJ0326                         *CURRENT SURVEY CONTROL
 GJ0326  ______________________________________________________________________
 GJ0326* NAD 83(1986) POSITION- 36 23 42.     (N) 099 35 03.     (W)   SCALED
 GJ0326* NAVD 88 ORTHO HEIGHT -   648.350 (meters)     2127.13  (feet) ADJUSTED
 GJ0326  ______________________________________________________________________
 GJ0326  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0326  DYNAMIC HEIGHT  -        647.712 (meters)     2125.04  (feet) COMP
 GJ0326  MODELED GRAVITY -    979,626.3   (mgal)                       NAVD 88
 GJ0326
 GJ0326  VERT ORDER      -  FIRST     CLASS II
 GJ0326
 GJ0326.The horizontal coordinates were scaled from a map and have
 GJ0326.an estimated accuracy of +/- 6 seconds.
 GJ0326
 GJ0326.The orthometric height was determined by differential leveling and
 GJ0326.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0326.in June 1991.
 GJ0326
 GJ0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0326.GEOID18 height accuracy estimate available here.
 GJ0326
 GJ0326.Click photographs - Photos may exist for this station.
 GJ0326
 GJ0326.The dynamic height is computed by dividing the NAVD 88
 GJ0326.geopotential number by the normal gravity value computed on the
 GJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0326.degrees latitude (g = 980.6199 gals.).
 GJ0326
 GJ0326.The modeled gravity was interpolated from observed gravity values.
 GJ0326
 GJ0326;                    North         East    Units  Estimated Accuracy
 GJ0326;SPC OK N     -   155,940.      457,890.      MT  (+/- 180 meters Scaled)
 GJ0326
 GJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF476279(NAD 83)
 GJ0326
 GJ0326                          SUPERSEDED SURVEY CONTROL
 GJ0326
 GJ0326  NGVD 29 (??/??/92)  648.076  (m)         2126.23   (f) ADJ UNCH    1 2
 GJ0326
 GJ0326.Superseded values are not recommended for survey control.
 GJ0326
 GJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0326.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0326
 GJ0326_MARKER: R = RIVET
 GJ0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0326_SP_SET: CULVERT HEADWALL
 GJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0326+STABILITY: SURFACE MOTION
 GJ0326
 GJ0326  HISTORY     - Date     Condition        Report By
 GJ0326  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0326  HISTORY     - 1934     GOOD             CGS
 GJ0326
 GJ0326                          STATION DESCRIPTION
 GJ0326
 GJ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0326'2.4 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO IN SOUTHEAST
 GJ0326'CONCRETE HEADWALL OF ARCH CULVERT 395B.  2 FEET BELOW THE
 GJ0326'LEVELS OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0477 ***********************************************************************
 GG0477  DESIGNATION -  RV 15
 GG0477  PID         -  GG0477
 GG0477  STATE/COUNTY-  OK/NOWATA
 GG0477  COUNTRY     -  US
 GG0477  USGS QUAD   -  NOWATA WEST (2019)
 GG0477
 GG0477                         *CURRENT SURVEY CONTROL
 GG0477  ______________________________________________________________________
 GG0477* NAD 83(1986) POSITION- 36 40 34.     (N) 095 38 23.     (W)   SCALED
 GG0477* NAVD 88 ORTHO HEIGHT -   211.761 (meters)      694.75  (feet) ADJUSTED
 GG0477  ______________________________________________________________________
 GG0477  GEOID HEIGHT    -        -29.338 (meters)                     GEOID18
 GG0477  DYNAMIC HEIGHT  -        211.585 (meters)      694.18  (feet) COMP
 GG0477  MODELED GRAVITY -    979,796.8   (mgal)                       NAVD 88
 GG0477
 GG0477  VERT ORDER      -  FIRST     CLASS II
 GG0477
 GG0477.The horizontal coordinates were scaled from a map and have
 GG0477.an estimated accuracy of +/- 6 seconds.
 GG0477
 GG0477.The orthometric height was determined by differential leveling and
 GG0477.adjusted by the NATIONAL GEODETIC SURVEY
 GG0477.in June 1991.
 GG0477
 GG0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0477.GEOID18 height accuracy estimate available here.
 GG0477
 GG0477.Click photographs - Photos may exist for this station.
 GG0477
 GG0477.The dynamic height is computed by dividing the NAVD 88
 GG0477.geopotential number by the normal gravity value computed on the
 GG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0477.degrees latitude (g = 980.6199 gals.).
 GG0477
 GG0477.The modeled gravity was interpolated from observed gravity values.
 GG0477
 GG0477;                    North         East    Units  Estimated Accuracy
 GG0477;SPC OK N     -   188,540.      810,960.      MT  (+/- 180 meters Scaled)
 GG0477
 GG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA641621(NAD 83)
 GG0477
 GG0477                          SUPERSEDED SURVEY CONTROL
 GG0477
 GG0477  NGVD 29 (??/??/92)  211.635  (m)          694.34   (f) ADJ UNCH    1 2
 GG0477
 GG0477.Superseded values are not recommended for survey control.
 GG0477
 GG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0477.See file dsdata.pdf to determine how the superseded data were derived.
 GG0477
 GG0477_MARKER: R = RIVET
 GG0477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0477_SP_SET: BOX CULVERT HEADWALL
 GG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0477+STABILITY: SURFACE MOTION
 GG0477
 GG0477  HISTORY     - Date     Condition        Report By
 GG0477  HISTORY     - UNK      MONUMENTED       MPRR
 GG0477  HISTORY     - 1933     GOOD             CGS
 GG0477
 GG0477                          STATION DESCRIPTION
 GG0477
 GG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0477'1.5 MI S FROM NOWATA.
 GG0477'ABOUT 1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0477'THE STATION AT NOWATA, NOWATA COUNTY, ABOUT 16-3/4 POLES NORTH
 GG0477'OF MILEPOST 638, AT A 3- BY 3-FOOT STONE BOX CULVERT, AND IN
 GG0477'THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0477'MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0331 ***********************************************************************
 GJ0331  DESIGNATION -  RV 15
 GJ0331  PID         -  GJ0331
 GJ0331  STATE/COUNTY-  OK/WOODWARD
 GJ0331  COUNTRY     -  US
 GJ0331  USGS QUAD   -  FARGO (2018)
 GJ0331
 GJ0331                         *CURRENT SURVEY CONTROL
 GJ0331  ______________________________________________________________________
 GJ0331* NAD 83(1986) POSITION- 36 25 40.     (N) 099 30 54.     (W)   SCALED
 GJ0331* NAVD 88 ORTHO HEIGHT -   654.669 (meters)     2147.86  (feet) ADJUSTED
 GJ0331  ______________________________________________________________________
 GJ0331  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0331  DYNAMIC HEIGHT  -        654.027 (meters)     2145.75  (feet) COMP
 GJ0331  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 GJ0331
 GJ0331  VERT ORDER      -  FIRST     CLASS II
 GJ0331
 GJ0331.The horizontal coordinates were scaled from a map and have
 GJ0331.an estimated accuracy of +/- 6 seconds.
 GJ0331
 GJ0331.The orthometric height was determined by differential leveling and
 GJ0331.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0331.in June 1991.
 GJ0331
 GJ0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0331.GEOID18 height accuracy estimate available here.
 GJ0331
 GJ0331.Click photographs - Photos may exist for this station.
 GJ0331
 GJ0331.The dynamic height is computed by dividing the NAVD 88
 GJ0331.geopotential number by the normal gravity value computed on the
 GJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0331.degrees latitude (g = 980.6199 gals.).
 GJ0331
 GJ0331.The modeled gravity was interpolated from observed gravity values.
 GJ0331
 GJ0331;                    North         East    Units  Estimated Accuracy
 GJ0331;SPC OK N     -   159,480.      464,160.      MT  (+/- 180 meters Scaled)
 GJ0331
 GJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF538315(NAD 83)
 GJ0331
 GJ0331                          SUPERSEDED SURVEY CONTROL
 GJ0331
 GJ0331  NGVD 29 (??/??/92)  654.397  (m)         2146.97   (f) ADJ UNCH    1 2
 GJ0331
 GJ0331.Superseded values are not recommended for survey control.
 GJ0331
 GJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0331.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0331
 GJ0331_MARKER: R = RIVET
 GJ0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0331_SP_SET: BRIDGE PIER
 GJ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0331
 GJ0331  HISTORY     - Date     Condition        Report By
 GJ0331  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0331  HISTORY     - 1934     GOOD             CGS
 GJ0331
 GJ0331                          STATION DESCRIPTION
 GJ0331
 GJ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0331'6.9 MILES NORTHEAST OF A T AND SF DEPOT, AT FARGO IN THE TOP OF
 GJ0331'THE SOUTHEAST CORNER OF THE NORTHEAST CONCRETE PIER OF OVER
 GJ0331'HEAD CROSSING 391 A.  10 FEET NORTH OF THE CENTERLINE OF ATCHISON
 GJ0331'TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0157 ***********************************************************************
 GJ0157  DESIGNATION -  RV 15
 GJ0157  PID         -  GJ0157
 GJ0157  STATE/COUNTY-  OK/WOODS
 GJ0157  COUNTRY     -  US
 GJ0157  USGS QUAD   -  ALVA (2018)
 GJ0157
 GJ0157                         *CURRENT SURVEY CONTROL
 GJ0157  ______________________________________________________________________
 GJ0157* NAD 83(1986) POSITION- 36 49 38.     (N) 098 37 49.     (W)   SCALED
 GJ0157* NAVD 88 ORTHO HEIGHT -   402.485 (meters)     1320.49  (feet) ADJUSTED
 GJ0157  ______________________________________________________________________
 GJ0157  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GJ0157  DYNAMIC HEIGHT  -        402.130 (meters)     1319.32  (feet) COMP
 GJ0157  MODELED GRAVITY -    979,738.3   (mgal)                       NAVD 88
 GJ0157
 GJ0157  VERT ORDER      -  SECOND    CLASS 0
 GJ0157
 GJ0157.The horizontal coordinates were scaled from a map and have
 GJ0157.an estimated accuracy of +/- 6 seconds.
 GJ0157
 GJ0157.The orthometric height was determined by differential leveling and
 GJ0157.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0157.in June 1991.
 GJ0157
 GJ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0157.GEOID18 height accuracy estimate available here.
 GJ0157
 GJ0157.Click photographs - Photos may exist for this station.
 GJ0157
 GJ0157.The dynamic height is computed by dividing the NAVD 88
 GJ0157.geopotential number by the normal gravity value computed on the
 GJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0157.degrees latitude (g = 980.6199 gals.).
 GJ0157
 GJ0157.The modeled gravity was interpolated from observed gravity values.
 GJ0157
 GJ0157;                    North         East    Units  Estimated Accuracy
 GJ0157;SPC OK N     -   202,930.      543,770.      MT  (+/- 180 meters Scaled)
 GJ0157
 GJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF329757(NAD 83)
 GJ0157
 GJ0157                          SUPERSEDED SURVEY CONTROL
 GJ0157
 GJ0157  NGVD 29 (??/??/92)  402.293  (m)         1319.86   (f) ADJ UNCH    2 0
 GJ0157
 GJ0157.Superseded values are not recommended for survey control.
 GJ0157
 GJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0157.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0157
 GJ0157_MARKER: R = RIVET
 GJ0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0157_SP_SET: BRIDGE
 GJ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0157
 GJ0157  HISTORY     - Date     Condition        Report By
 GJ0157  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0157  HISTORY     - 1935     GOOD             CGS
 GJ0157
 GJ0157                          STATION DESCRIPTION
 GJ0157
 GJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0157'2.6 MI NE FROM ALVA.
 GJ0157'2.6 MILES NORTHEAST OF ALVA A.T. AND S.F. RR STATION IN THE
 GJ0157'ATCHISON TOPEKA AND SANTA FE RAILROAD BRIDGE 322 B IN THE EAST
 GJ0157'END OF THE NORTH ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0337 ***********************************************************************
 GJ0337  DESIGNATION -  RV 16
 GJ0337  PID         -  GJ0337
 GJ0337  STATE/COUNTY-  OK/WOODWARD
 GJ0337  COUNTRY     -  US
 GJ0337  USGS QUAD   -  WOODWARD (2018)
 GJ0337
 GJ0337                         *CURRENT SURVEY CONTROL
 GJ0337  ______________________________________________________________________
 GJ0337* NAD 83(1986) POSITION- 36 26 12.7    (N) 099 29 49.6    (W)   HD_HELD2
 GJ0337* NAVD 88 ORTHO HEIGHT -   642.463 (meters)     2107.81  (feet) ADJUSTED
 GJ0337  ______________________________________________________________________
 GJ0337  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 GJ0337  DYNAMIC HEIGHT  -        641.832 (meters)     2105.74  (feet) COMP
 GJ0337  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 GJ0337
 GJ0337  VERT ORDER      -  FIRST     CLASS II
 GJ0337
 GJ0337.The horizontal coordinates were established by autonomous hand held GPS
 GJ0337.observations and have an estimated accuracy of +/- 10 meters.
 GJ0337
 GJ0337.The orthometric height was determined by differential leveling and
 GJ0337.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0337.in June 1991.
 GJ0337
 GJ0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0337.GEOID18 height accuracy estimate available here.
 GJ0337
 GJ0337.Click photographs - Photos may exist for this station.
 GJ0337
 GJ0337.The dynamic height is computed by dividing the NAVD 88
 GJ0337.geopotential number by the normal gravity value computed on the
 GJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0337.degrees latitude (g = 980.6199 gals.).
 GJ0337
 GJ0337.The modeled gravity was interpolated from observed gravity values.
 GJ0337
 GJ0337;                    North         East    Units  Estimated Accuracy
 GJ0337;SPC OK N     -   160,460.      465,775.      MT  (+/- 10 meters HH2 GPS)
 GJ0337
 GJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5544432519(NAD 83)
 GJ0337
 GJ0337                          SUPERSEDED SURVEY CONTROL
 GJ0337
 GJ0337  NGVD 29 (??/??/92)  642.195  (m)         2106.93   (f) ADJ UNCH    1 2
 GJ0337
 GJ0337.Superseded values are not recommended for survey control.
 GJ0337
 GJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0337.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0337
 GJ0337_MARKER: R = RIVET
 GJ0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0337_SP_SET: BRIDGE ABUTMENT
 GJ0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0337
 GJ0337  HISTORY     - Date     Condition        Report By
 GJ0337  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0337  HISTORY     - 1934     GOOD             CGS
 GJ0337
 GJ0337                          STATION DESCRIPTION
 GJ0337
 GJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0337'7.4 MILES SOUTHWEST OF AT AND SF DEPOT AT WOODWARD, IN THE TOP
 GJ0337'OF THE SOUTHWEST CORNER OF THE WEST ABUTMENT OF CONCRETE BRIDGE
 GJ0337'390A.  10 FEET SOUTH OF THE CENTER LINE OF ATCHISON TOPEKA AND
 GJ0337'SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0159 ***********************************************************************
 GJ0159  DESIGNATION -  RV 16
 GJ0159  PID         -  GJ0159
 GJ0159  STATE/COUNTY-  OK/WOODS
 GJ0159  COUNTRY     -  US
 GJ0159  USGS QUAD   -  ALVA (2018)
 GJ0159
 GJ0159                         *CURRENT SURVEY CONTROL
 GJ0159  ______________________________________________________________________
 GJ0159* NAD 83(1986) POSITION- 36 48 41.     (N) 098 39 45.     (W)   SCALED
 GJ0159* NAVD 88 ORTHO HEIGHT -   410.399 (meters)     1346.45  (feet) ADJUSTED
 GJ0159  ______________________________________________________________________
 GJ0159  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0159  DYNAMIC HEIGHT  -        410.036 (meters)     1345.26  (feet) COMP
 GJ0159  MODELED GRAVITY -    979,734.1   (mgal)                       NAVD 88
 GJ0159
 GJ0159  VERT ORDER      -  SECOND    CLASS 0
 GJ0159
 GJ0159.The horizontal coordinates were scaled from a map and have
 GJ0159.an estimated accuracy of +/- 6 seconds.
 GJ0159
 GJ0159.The orthometric height was determined by differential leveling and
 GJ0159.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0159.in June 1991.
 GJ0159
 GJ0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0159.GEOID18 height accuracy estimate available here.
 GJ0159
 GJ0159.Click photographs - Photos may exist for this station.
 GJ0159
 GJ0159.The dynamic height is computed by dividing the NAVD 88
 GJ0159.geopotential number by the normal gravity value computed on the
 GJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0159.degrees latitude (g = 980.6199 gals.).
 GJ0159
 GJ0159.The modeled gravity was interpolated from observed gravity values.
 GJ0159
 GJ0159;                    North         East    Units  Estimated Accuracy
 GJ0159;SPC OK N     -   201,190.      540,880.      MT  (+/- 180 meters Scaled)
 GJ0159
 GJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF301740(NAD 83)
 GJ0159
 GJ0159                          SUPERSEDED SURVEY CONTROL
 GJ0159
 GJ0159  NGVD 29 (??/??/92)  410.205  (m)         1345.81   (f) ADJ UNCH    2 0
 GJ0159
 GJ0159.Superseded values are not recommended for survey control.
 GJ0159
 GJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0159.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0159
 GJ0159_MARKER: R = RIVET
 GJ0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0159_SP_SET: SIGNAL BASE
 GJ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0159
 GJ0159  HISTORY     - Date     Condition        Report By
 GJ0159  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0159  HISTORY     - 1935     GOOD             CGS
 GJ0159
 GJ0159                          STATION DESCRIPTION
 GJ0159
 GJ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0159'AT ALVA.
 GJ0159'AT ALVA 0.3 MILE EAST OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 GJ0159'STATION IN THE BASE OF RAILROAD SIGNAL 324-2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0270 ***********************************************************************
 GJ0270  DESIGNATION -  RV 17
 GJ0270  PID         -  GJ0270
 GJ0270  STATE/COUNTY-  OK/WOODWARD
 GJ0270  COUNTRY     -  US
 GJ0270  USGS QUAD   -  WOODWARD (2018)
 GJ0270
 GJ0270                         *CURRENT SURVEY CONTROL
 GJ0270  ______________________________________________________________________
 GJ0270* NAD 83(1986) POSITION- 36 26 39.     (N) 099 29 16.     (W)   SCALED
 GJ0270* NAVD 88 ORTHO HEIGHT -   633.413 (meters)     2078.12  (feet) ADJUSTED
 GJ0270  ______________________________________________________________________
 GJ0270  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 GJ0270  DYNAMIC HEIGHT  -        632.793 (meters)     2076.09  (feet) COMP
 GJ0270  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 GJ0270
 GJ0270  VERT ORDER      -  FIRST     CLASS II
 GJ0270
 GJ0270.The horizontal coordinates were scaled from a map and have
 GJ0270.an estimated accuracy of +/- 6 seconds.
 GJ0270
 GJ0270.The orthometric height was determined by differential leveling and
 GJ0270.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0270.in June 1991.
 GJ0270
 GJ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0270.GEOID18 height accuracy estimate available here.
 GJ0270
 GJ0270.Click photographs - Photos may exist for this station.
 GJ0270
 GJ0270.The dynamic height is computed by dividing the NAVD 88
 GJ0270.geopotential number by the normal gravity value computed on the
 GJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0270.degrees latitude (g = 980.6199 gals.).
 GJ0270
 GJ0270.The modeled gravity was interpolated from observed gravity values.
 GJ0270
 GJ0270;                    North         East    Units  Estimated Accuracy
 GJ0270;SPC OK N     -   161,260.      466,620.      MT  (+/- 180 meters Scaled)
 GJ0270
 GJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF562333(NAD 83)
 GJ0270
 GJ0270                          SUPERSEDED SURVEY CONTROL
 GJ0270
 GJ0270  NGVD 29 (??/??/92)  633.148  (m)         2077.25   (f) ADJ UNCH    1 2
 GJ0270
 GJ0270.Superseded values are not recommended for survey control.
 GJ0270
 GJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0270.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0270
 GJ0270_MARKER: R = RIVET
 GJ0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0270_SP_SET: CULVERT HEADWALL
 GJ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0270+STABILITY: SURFACE MOTION
 GJ0270
 GJ0270  HISTORY     - Date     Condition        Report By
 GJ0270  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0270  HISTORY     - 1934     GOOD             CGS
 GJ0270
 GJ0270                          STATION DESCRIPTION
 GJ0270
 GJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0270'6.6 MI SW FROM WOODWARD.
 GJ0270'6.6 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD IN THE
 GJ0270'TOP OF THE SOUTHEAST CORNER OF CONCRETE HEADWALL OF CULVERT
 GJ0270'389B.  6 FEET BELOW THE LEVEL OF THE ATCHISON TOPEKA AND SANTA
 GJ0270'FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0161 ***********************************************************************
 GJ0161  DESIGNATION -  RV 17
 GJ0161  PID         -  GJ0161
 GJ0161  STATE/COUNTY-  OK/WOODS
 GJ0161  COUNTRY     -  US
 GJ0161  USGS QUAD   -  ALVA (2018)
 GJ0161
 GJ0161                         *CURRENT SURVEY CONTROL
 GJ0161  ______________________________________________________________________
 GJ0161* NAD 83(1986) POSITION- 36 48 41.46   (N) 098 40 29.99   (W)   HD_HELD1
 GJ0161* NAVD 88 ORTHO HEIGHT -   412.938 (meters)     1354.78  (feet) ADJUSTED
 GJ0161  ______________________________________________________________________
 GJ0161  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0161  DYNAMIC HEIGHT  -        412.572 (meters)     1353.58  (feet) COMP
 GJ0161  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 GJ0161
 GJ0161  VERT ORDER      -  SECOND    CLASS 0
 GJ0161
 GJ0161.The horizontal coordinates were determined by differentially corrected
 GJ0161.hand held GPS observations or other comparable positioning techniques
 GJ0161.and have an estimated accuracy of +/- 3 meters.
 GJ0161
 GJ0161.The orthometric height was determined by differential leveling and
 GJ0161.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0161.in June 1991.
 GJ0161
 GJ0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0161.GEOID18 height accuracy estimate available here.
 GJ0161
 GJ0161.Click photographs - Photos may exist for this station.
 GJ0161
 GJ0161.The dynamic height is computed by dividing the NAVD 88
 GJ0161.geopotential number by the normal gravity value computed on the
 GJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0161.degrees latitude (g = 980.6199 gals.).
 GJ0161
 GJ0161.The modeled gravity was interpolated from observed gravity values.
 GJ0161
 GJ0161;                    North         East    Units  Estimated Accuracy
 GJ0161;SPC OK N     -   201,209.8     539,769.4     MT  (+/- 3 meters HH1 GPS) 
 GJ0161
 GJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2898874012(NAD 83)
 GJ0161
 GJ0161                          SUPERSEDED SURVEY CONTROL
 GJ0161
 GJ0161  NGVD 29 (??/??/92)  412.744  (m)         1354.14   (f) ADJ UNCH    2 0
 GJ0161
 GJ0161.Superseded values are not recommended for survey control.
 GJ0161
 GJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0161.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0161
 GJ0161_MARKER: R = RIVET
 GJ0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0161_SP_SET: BRIDGE
 GJ0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0161
 GJ0161  HISTORY     - Date     Condition        Report By
 GJ0161  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0161  HISTORY     - 1935     GOOD             CGS
 GJ0161
 GJ0161                          STATION DESCRIPTION
 GJ0161
 GJ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0161'0.4 MI SW FROM ALVA.
 GJ0161'0.4 MILE SOUTHWEST OF ALVA A.T. AND S.F. RR. STATION IN THE
 GJ0161'NORTHEAST CORNER OF THE NORTH HEADWALL OF ATCHISON TOPEKA AND
 GJ0161'SANTA FE RAILROAD BRIDGE 325 A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0479 ***********************************************************************
 GG0479  DESIGNATION -  RV 17
 GG0479  PID         -  GG0479
 GG0479  STATE/COUNTY-  OK/NOWATA
 GG0479  COUNTRY     -  US
 GG0479  USGS QUAD   -  NOWATA WEST (2019)
 GG0479
 GG0479                         *CURRENT SURVEY CONTROL
 GG0479  ______________________________________________________________________
 GG0479* NAD 83(1986) POSITION- 36 38 49.96   (N) 095 38 51.09   (W)   HD_HELD1
 GG0479* NAVD 88 ORTHO HEIGHT -   208.154 (meters)      682.92  (feet) ADJUSTED
 GG0479  ______________________________________________________________________
 GG0479  GEOID HEIGHT    -        -29.308 (meters)                     GEOID18
 GG0479  DYNAMIC HEIGHT  -        207.981 (meters)      682.35  (feet) COMP
 GG0479  MODELED GRAVITY -    979,795.8   (mgal)                       NAVD 88
 GG0479
 GG0479  VERT ORDER      -  FIRST     CLASS II
 GG0479
 GG0479.The horizontal coordinates were determined by differentially corrected
 GG0479.hand held GPS observations or other comparable positioning techniques
 GG0479.and have an estimated accuracy of +/- 3 meters.
 GG0479
 GG0479.The orthometric height was determined by differential leveling and
 GG0479.adjusted by the NATIONAL GEODETIC SURVEY
 GG0479.in June 1991.
 GG0479
 GG0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0479.GEOID18 height accuracy estimate available here.
 GG0479
 GG0479.Click photographs - Photos may exist for this station.
 GG0479
 GG0479.The dynamic height is computed by dividing the NAVD 88
 GG0479.geopotential number by the normal gravity value computed on the
 GG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0479.degrees latitude (g = 980.6199 gals.).
 GG0479
 GG0479.The modeled gravity was interpolated from observed gravity values.
 GG0479
 GG0479;                    North         East    Units  Estimated Accuracy
 GG0479;SPC OK N     -   185,315.5     810,336.5     MT  (+/- 3 meters HH1 GPS) 
 GG0479
 GG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6332559002(NAD 83)
 GG0479
 GG0479                          SUPERSEDED SURVEY CONTROL
 GG0479
 GG0479  NGVD 29 (??/??/92)  208.030  (m)          682.51   (f) ADJ UNCH    1 2
 GG0479
 GG0479.Superseded values are not recommended for survey control.
 GG0479
 GG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0479.See file dsdata.pdf to determine how the superseded data were derived.
 GG0479
 GG0479_MARKER: R = RIVET
 GG0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0479_SP_SET: BOX CULVERT HEADWALL
 GG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0479+STABILITY: SURFACE MOTION
 GG0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0479+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 GG0479
 GG0479  HISTORY     - Date     Condition        Report By
 GG0479  HISTORY     - UNK      MONUMENTED       MPRR
 GG0479  HISTORY     - 1933     GOOD             CGS
 GG0479  HISTORY     - 20221215 GOOD             OKDOT
 GG0479
 GG0479                          STATION DESCRIPTION
 GG0479
 GG0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0479'3.5 MI S FROM NOWATA.
 GG0479'ABOUT 3.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0479'THE STATION AT NOWATA, NOWATA COUNTY, ABOUT 14-1/2 POLES NORTH
 GG0479'OF MILEPOST 636, AT A 3- BY 5-FOOT CONCRETE CULVERT, AND IN THE
 GG0479'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0479'RIVET.
 GG0479
 GG0479                          STATION RECOVERY (2022)
 GG0479
 GG0479'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0273 ***********************************************************************
 GJ0273  DESIGNATION -  RV 18
 GJ0273  PID         -  GJ0273
 GJ0273  STATE/COUNTY-  OK/WOODWARD
 GJ0273  COUNTRY     -  US
 GJ0273  USGS QUAD   -  WOODWARD (2018)
 GJ0273
 GJ0273                         *CURRENT SURVEY CONTROL
 GJ0273  ______________________________________________________________________
 GJ0273* NAD 83(1986) POSITION- 36 26 51.     (N) 099 28 11.     (W)   SCALED
 GJ0273* NAVD 88 ORTHO HEIGHT -   620.748 (meters)     2036.57  (feet) ADJUSTED
 GJ0273  ______________________________________________________________________
 GJ0273  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GJ0273  DYNAMIC HEIGHT  -        620.142 (meters)     2034.58  (feet) COMP
 GJ0273  MODELED GRAVITY -    979,637.2   (mgal)                       NAVD 88
 GJ0273
 GJ0273  VERT ORDER      -  FIRST     CLASS II
 GJ0273
 GJ0273.The horizontal coordinates were scaled from a map and have
 GJ0273.an estimated accuracy of +/- 6 seconds.
 GJ0273
 GJ0273.The orthometric height was determined by differential leveling and
 GJ0273.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0273.in June 1991.
 GJ0273
 GJ0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0273.GEOID18 height accuracy estimate available here.
 GJ0273
 GJ0273.Click photographs - Photos may exist for this station.
 GJ0273
 GJ0273.The dynamic height is computed by dividing the NAVD 88
 GJ0273.geopotential number by the normal gravity value computed on the
 GJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0273.degrees latitude (g = 980.6199 gals.).
 GJ0273
 GJ0273.The modeled gravity was interpolated from observed gravity values.
 GJ0273
 GJ0273;                    North         East    Units  Estimated Accuracy
 GJ0273;SPC OK N     -   161,600.      468,250.      MT  (+/- 180 meters Scaled)
 GJ0273
 GJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF579336(NAD 83)
 GJ0273
 GJ0273                          SUPERSEDED SURVEY CONTROL
 GJ0273
 GJ0273  NGVD 29 (??/??/92)  620.486  (m)         2035.71   (f) ADJ UNCH    1 2
 GJ0273
 GJ0273.Superseded values are not recommended for survey control.
 GJ0273
 GJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0273.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0273
 GJ0273_MARKER: R = RIVET
 GJ0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0273_SP_SET: CULVERT HEADWALL
 GJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0273+STABILITY: SURFACE MOTION
 GJ0273
 GJ0273  HISTORY     - Date     Condition        Report By
 GJ0273  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0273  HISTORY     - 1934     GOOD             CGS
 GJ0273
 GJ0273                          STATION DESCRIPTION
 GJ0273
 GJ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0273'5 MI SW FROM WOODWARD.
 GJ0273'5.0 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD IN THE
 GJ0273'TOP OF THE SOUTHWEST CORNER OF CONCRETE ARCH CULVERT 387B.  18
 GJ0273'FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 GJ0273'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0163 ***********************************************************************
 GJ0163  DESIGNATION -  RV 18
 GJ0163  PID         -  GJ0163
 GJ0163  STATE/COUNTY-  OK/WOODS
 GJ0163  COUNTRY     -  US
 GJ0163  USGS QUAD   -  ALVA (2018)
 GJ0163
 GJ0163                         *CURRENT SURVEY CONTROL
 GJ0163  ______________________________________________________________________
 GJ0163* NAD 83(1986) POSITION- 36 48 07.     (N) 098 42 07.     (W)   SCALED
 GJ0163* NAVD 88 ORTHO HEIGHT -   431.206 (meters)     1414.72  (feet) ADJUSTED
 GJ0163  ______________________________________________________________________
 GJ0163  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GJ0163  DYNAMIC HEIGHT  -        430.823 (meters)     1413.46  (feet) COMP
 GJ0163  MODELED GRAVITY -    979,729.9   (mgal)                       NAVD 88
 GJ0163
 GJ0163  VERT ORDER      -  SECOND    CLASS 0
 GJ0163
 GJ0163.The horizontal coordinates were scaled from a map and have
 GJ0163.an estimated accuracy of +/- 6 seconds.
 GJ0163
 GJ0163.The orthometric height was determined by differential leveling and
 GJ0163.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0163.in June 1991.
 GJ0163
 GJ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0163.GEOID18 height accuracy estimate available here.
 GJ0163
 GJ0163.Click photographs - Photos may exist for this station.
 GJ0163
 GJ0163.The dynamic height is computed by dividing the NAVD 88
 GJ0163.geopotential number by the normal gravity value computed on the
 GJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0163.degrees latitude (g = 980.6199 gals.).
 GJ0163
 GJ0163.The modeled gravity was interpolated from observed gravity values.
 GJ0163
 GJ0163;                    North         East    Units  Estimated Accuracy
 GJ0163;SPC OK N     -   200,170.      537,360.      MT  (+/- 180 meters Scaled)
 GJ0163
 GJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF265729(NAD 83)
 GJ0163
 GJ0163                          SUPERSEDED SURVEY CONTROL
 GJ0163
 GJ0163  NGVD 29 (??/??/92)  431.014  (m)         1414.09   (f) ADJ UNCH    2 0
 GJ0163
 GJ0163.Superseded values are not recommended for survey control.
 GJ0163
 GJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0163.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0163
 GJ0163_MARKER: R = RIVET
 GJ0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0163_SP_SET: BRIDGE
 GJ0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0163
 GJ0163  HISTORY     - Date     Condition        Report By
 GJ0163  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0163  HISTORY     - 1935     GOOD             CGS
 GJ0163
 GJ0163                          STATION DESCRIPTION
 GJ0163
 GJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0163'2.5 MI SW FROM ALVA.
 GJ0163'2.5 MILES SOUTHWEST OF ALVA A.T. AND S.F. RR STATION IN THE
 GJ0163'NORTHEAST CORNER OF THE NORTH HEADWALL OF ATCHISON TOPEKA AND
 GJ0163'SANTA FE RAILROAD BRIDGE 327 A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0481 ***********************************************************************
 GG0481  DESIGNATION -  RV 18
 GG0481  PID         -  GG0481
 GG0481  STATE/COUNTY-  OK/NOWATA
 GG0481  COUNTRY     -  US
 GG0481  USGS QUAD   -  NOWATA WEST (2019)
 GG0481
 GG0481                         *CURRENT SURVEY CONTROL
 GG0481  ______________________________________________________________________
 GG0481* NAD 83(1986) POSITION- 36 38 20.51   (N) 095 38 58.83   (W)   HD_HELD1
 GG0481* NAVD 88 ORTHO HEIGHT -   209.994 (meters)      688.96  (feet) ADJUSTED
 GG0481  ______________________________________________________________________
 GG0481  GEOID HEIGHT    -        -29.300 (meters)                     GEOID18
 GG0481  DYNAMIC HEIGHT  -        209.819 (meters)      688.38  (feet) COMP
 GG0481  MODELED GRAVITY -    979,795.6   (mgal)                       NAVD 88
 GG0481
 GG0481  VERT ORDER      -  FIRST     CLASS II
 GG0481
 GG0481.The horizontal coordinates were determined by differentially corrected
 GG0481.hand held GPS observations or other comparable positioning techniques
 GG0481.and have an estimated accuracy of +/- 3 meters.
 GG0481
 GG0481.The orthometric height was determined by differential leveling and
 GG0481.adjusted by the NATIONAL GEODETIC SURVEY
 GG0481.in June 1991.
 GG0481
 GG0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0481.GEOID18 height accuracy estimate available here.
 GG0481
 GG0481.Click photographs - Photos may exist for this station.
 GG0481
 GG0481.The dynamic height is computed by dividing the NAVD 88
 GG0481.geopotential number by the normal gravity value computed on the
 GG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0481.degrees latitude (g = 980.6199 gals.).
 GG0481
 GG0481.The modeled gravity was interpolated from observed gravity values.
 GG0481
 GG0481;                    North         East    Units  Estimated Accuracy
 GG0481;SPC OK N     -   184,403.3     810,166.2     MT  (+/- 3 meters HH1 GPS) 
 GG0481
 GG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6310858100(NAD 83)
 GG0481
 GG0481                          SUPERSEDED SURVEY CONTROL
 GG0481
 GG0481  NGVD 29 (??/??/92)  209.870  (m)          688.55   (f) ADJ UNCH    1 2
 GG0481
 GG0481.Superseded values are not recommended for survey control.
 GG0481
 GG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0481.See file dsdata.pdf to determine how the superseded data were derived.
 GG0481
 GG0481_MARKER: R = RIVET
 GG0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0481_SP_SET: CULVERT HEADWALL
 GG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0481+STABILITY: SURFACE MOTION
 GG0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0481+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 GG0481
 GG0481  HISTORY     - Date     Condition        Report By
 GG0481  HISTORY     - UNK      MONUMENTED       MPRR
 GG0481  HISTORY     - 1933     GOOD             CGS
 GG0481  HISTORY     - 20221215 GOOD             OKDOT
 GG0481
 GG0481                          STATION DESCRIPTION
 GG0481
 GG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0481'4.2 MI S FROM NOWATA.
 GG0481'ABOUT 4.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0481'THE STATION AT NOWATA, NOWATA COUNTY, ABOUT 25-1/2 POLES NORTH
 GG0481'OF MILEPOST 635, AT A DOUBLE 5- BY 6-FOOT CONCRETE CULVERT,
 GG0481'AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0481'MONEL-METAL RIVET.
 GG0481
 GG0481                          STATION RECOVERY (2022)
 GG0481
 GG0481'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0481'COULD USE TREE TRIMMING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0276 ***********************************************************************
 GJ0276  DESIGNATION -  RV 19
 GJ0276  PID         -  GJ0276
 GJ0276  STATE/COUNTY-  OK/WOODWARD
 GJ0276  COUNTRY     -  US
 GJ0276  USGS QUAD   -  WOODWARD (2018)
 GJ0276
 GJ0276                         *CURRENT SURVEY CONTROL
 GJ0276  ______________________________________________________________________
 GJ0276* NAD 83(1986) POSITION- 36 26 25.     (N) 099 26 33.     (W)   SCALED
 GJ0276* NAVD 88 ORTHO HEIGHT -   606.768 (meters)     1990.70  (feet) ADJUSTED
 GJ0276  ______________________________________________________________________
 GJ0276  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 GJ0276  DYNAMIC HEIGHT  -        606.179 (meters)     1988.77  (feet) COMP
 GJ0276  MODELED GRAVITY -    979,642.0   (mgal)                       NAVD 88
 GJ0276
 GJ0276  VERT ORDER      -  FIRST     CLASS II
 GJ0276
 GJ0276.The horizontal coordinates were scaled from a map and have
 GJ0276.an estimated accuracy of +/- 6 seconds.
 GJ0276
 GJ0276.The orthometric height was determined by differential leveling and
 GJ0276.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0276.in June 1991.
 GJ0276
 GJ0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0276.GEOID18 height accuracy estimate available here.
 GJ0276
 GJ0276.Click photographs - Photos may exist for this station.
 GJ0276
 GJ0276.The dynamic height is computed by dividing the NAVD 88
 GJ0276.geopotential number by the normal gravity value computed on the
 GJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0276.degrees latitude (g = 980.6199 gals.).
 GJ0276
 GJ0276.The modeled gravity was interpolated from observed gravity values.
 GJ0276
 GJ0276;                    North         East    Units  Estimated Accuracy
 GJ0276;SPC OK N     -   160,770.      470,680.      MT  (+/- 180 meters Scaled)
 GJ0276
 GJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF603328(NAD 83)
 GJ0276
 GJ0276                          SUPERSEDED SURVEY CONTROL
 GJ0276
 GJ0276  NGVD 29 (??/??/92)  606.512  (m)         1989.86   (f) ADJ UNCH    1 2
 GJ0276
 GJ0276.Superseded values are not recommended for survey control.
 GJ0276
 GJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0276.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0276
 GJ0276_MARKER: R = RIVET
 GJ0276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0276_SP_SET: CULVERT HEADWALL
 GJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0276+STABILITY: SURFACE MOTION
 GJ0276
 GJ0276  HISTORY     - Date     Condition        Report By
 GJ0276  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0276  HISTORY     - 1934     GOOD             CGS
 GJ0276
 GJ0276                          STATION DESCRIPTION
 GJ0276
 GJ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0276'2.9 MI SW FROM WOODWARD.
 GJ0276'2.9 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD IN THE
 GJ0276'TOP OF THE SOUTHEAST CORNER OF CONCRETE HEADWALL OF CULVERT 385B.
 GJ0276'151 FEET SOUTHWEST OF BLOCK SIGNAL 3851.  18 FEET SOUTH OF
 GJ0276'THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0164 ***********************************************************************
 GJ0164  DESIGNATION -  RV 19
 GJ0164  PID         -  GJ0164
 GJ0164  STATE/COUNTY-  OK/WOODS
 GJ0164  COUNTRY     -  US
 GJ0164  USGS QUAD   -  ALVA (2018)
 GJ0164
 GJ0164                         *CURRENT SURVEY CONTROL
 GJ0164  ______________________________________________________________________
 GJ0164* NAD 83(1986) POSITION- 36 47 12.     (N) 098 42 50.     (W)   SCALED
 GJ0164* NAVD 88 ORTHO HEIGHT -   443.749 (meters)     1455.87  (feet) ADJUSTED
 GJ0164  ______________________________________________________________________
 GJ0164  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 GJ0164  DYNAMIC HEIGHT  -        443.353 (meters)     1454.57  (feet) COMP
 GJ0164  MODELED GRAVITY -    979,727.4   (mgal)                       NAVD 88
 GJ0164
 GJ0164  VERT ORDER      -  SECOND    CLASS 0
 GJ0164
 GJ0164.The horizontal coordinates were scaled from a map and have
 GJ0164.an estimated accuracy of +/- 6 seconds.
 GJ0164
 GJ0164.The orthometric height was determined by differential leveling and
 GJ0164.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0164.in June 1991.
 GJ0164
 GJ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0164.GEOID18 height accuracy estimate available here.
 GJ0164
 GJ0164.Click photographs - Photos may exist for this station.
 GJ0164
 GJ0164.The dynamic height is computed by dividing the NAVD 88
 GJ0164.geopotential number by the normal gravity value computed on the
 GJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0164.degrees latitude (g = 980.6199 gals.).
 GJ0164
 GJ0164.The modeled gravity was interpolated from observed gravity values.
 GJ0164
 GJ0164;                    North         East    Units  Estimated Accuracy
 GJ0164;SPC OK N     -   198,480.      536,280.      MT  (+/- 180 meters Scaled)
 GJ0164
 GJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF255712(NAD 83)
 GJ0164
 GJ0164                          SUPERSEDED SURVEY CONTROL
 GJ0164
 GJ0164  NGVD 29 (??/??/92)  443.556  (m)         1455.23   (f) ADJ UNCH    2 0
 GJ0164
 GJ0164.Superseded values are not recommended for survey control.
 GJ0164
 GJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0164.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0164
 GJ0164_MARKER: R = RIVET
 GJ0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GJ0164_SP_SET: SIGNAL BASE
 GJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0164
 GJ0164  HISTORY     - Date     Condition        Report By
 GJ0164  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0164  HISTORY     - 1935     GOOD             CGS
 GJ0164
 GJ0164                          STATION DESCRIPTION
 GJ0164
 GJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0164'3.7 MI SW FROM ALVA.
 GJ0164'3.7 MILES SOUTHWEST OF ALVA A.T. AND S.F. RR. STATION IN
 GJ0164'THE BASE OF ATCHISON TOPEKA AND SANTA FE RAILROAD SIGNAL 328-2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0482 ***********************************************************************
 GG0482  DESIGNATION -  RV 19
 GG0482  PID         -  GG0482
 GG0482  STATE/COUNTY-  OK/NOWATA
 GG0482  COUNTRY     -  US
 GG0482  USGS QUAD   -  NOWATA WEST (2019)
 GG0482
 GG0482                         *CURRENT SURVEY CONTROL
 GG0482  ______________________________________________________________________
 GG0482* NAD 83(1986) POSITION- 36 37 42.27   (N) 095 39 08.75   (W)   HD_HELD1
 GG0482* NAVD 88 ORTHO HEIGHT -   216.223 (meters)      709.39  (feet) ADJUSTED
 GG0482  ______________________________________________________________________
 GG0482  GEOID HEIGHT    -        -29.290 (meters)                     GEOID18
 GG0482  DYNAMIC HEIGHT  -        216.043 (meters)      708.80  (feet) COMP
 GG0482  MODELED GRAVITY -    979,795.3   (mgal)                       NAVD 88
 GG0482
 GG0482  VERT ORDER      -  FIRST     CLASS II
 GG0482
 GG0482.The horizontal coordinates were determined by differentially corrected
 GG0482.hand held GPS observations or other comparable positioning techniques
 GG0482.and have an estimated accuracy of +/- 3 meters.
 GG0482
 GG0482.The orthometric height was determined by differential leveling and
 GG0482.adjusted by the NATIONAL GEODETIC SURVEY
 GG0482.in June 1991.
 GG0482
 GG0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0482.GEOID18 height accuracy estimate available here.
 GG0482
 GG0482.Click photographs - Photos may exist for this station.
 GG0482
 GG0482.The dynamic height is computed by dividing the NAVD 88
 GG0482.geopotential number by the normal gravity value computed on the
 GG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0482.degrees latitude (g = 980.6199 gals.).
 GG0482
 GG0482.The modeled gravity was interpolated from observed gravity values.
 GG0482
 GG0482;                    North         East    Units  Estimated Accuracy
 GG0482;SPC OK N     -   183,219.0     809,948.4     MT  (+/- 3 meters HH1 GPS) 
 GG0482
 GG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6282956928(NAD 83)
 GG0482
 GG0482                          SUPERSEDED SURVEY CONTROL
 GG0482
 GG0482  NGVD 29 (??/??/92)  216.098  (m)          708.98   (f) ADJ UNCH    1 2
 GG0482
 GG0482.Superseded values are not recommended for survey control.
 GG0482
 GG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0482.See file dsdata.pdf to determine how the superseded data were derived.
 GG0482
 GG0482_MARKER: R = RIVET
 GG0482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0482_SP_SET: CULVERT HEADWALL
 GG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0482+STABILITY: SURFACE MOTION
 GG0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0482+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 GG0482
 GG0482  HISTORY     - Date     Condition        Report By
 GG0482  HISTORY     - UNK      MONUMENTED       MPRR
 GG0482  HISTORY     - 1933     GOOD             CGS
 GG0482  HISTORY     - 20221215 GOOD             OKDOT
 GG0482
 GG0482                          STATION DESCRIPTION
 GG0482
 GG0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0482'4.8 MI S FROM NOWATA.
 GG0482'ABOUT 4.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0482'THE STATION AT NOWATA, NOWATA COUNTY, ABOUT 5-3/4 POLES NORTH
 GG0482'OF MILEPOST 635, AT A DOUBLE 4- BY 5-FOOT CONCRETE CULVERT,
 GG0482'AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0482'MONEL-METAL RIVET.
 GG0482
 GG0482                          STATION RECOVERY (2022)
 GG0482
 GG0482'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0482'NEEDS TREES CUT FOR A PROPER GPS SESSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0677 ***********************************************************************
 GK0677  DESIGNATION -  RV 2
 GK0677  PID         -  GK0677
 GK0677  STATE/COUNTY-  OK/TEXAS
 GK0677  COUNTRY     -  US
 GK0677  USGS QUAD   -  GOODWELL (2018)
 GK0677
 GK0677                         *CURRENT SURVEY CONTROL
 GK0677  ______________________________________________________________________
 GK0677* NAD 83(1986) POSITION- 36 32 38.     (N) 101 42 46.     (W)   SCALED
 GK0677* NAVD 88 ORTHO HEIGHT -  1027.968 (meters)     3372.59  (feet) ADJUSTED
 GK0677  ______________________________________________________________________
 GK0677  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 GK0677  DYNAMIC HEIGHT  -       1026.866 (meters)     3368.98  (feet) COMP
 GK0677  MODELED GRAVITY -    979,524.5   (mgal)                       NAVD 88
 GK0677
 GK0677  VERT ORDER      -  FIRST     CLASS II
 GK0677
 GK0677.The horizontal coordinates were scaled from a map and have
 GK0677.an estimated accuracy of +/- 6 seconds.
 GK0677
 GK0677.The orthometric height was determined by differential leveling and
 GK0677.adjusted by the NATIONAL GEODETIC SURVEY
 GK0677.in June 1991.
 GK0677
 GK0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0677.GEOID18 height accuracy estimate available here.
 GK0677
 GK0677.Click photographs - Photos may exist for this station.
 GK0677
 GK0677.The dynamic height is computed by dividing the NAVD 88
 GK0677.geopotential number by the normal gravity value computed on the
 GK0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0677.degrees latitude (g = 980.6199 gals.).
 GK0677
 GK0677.The modeled gravity was interpolated from observed gravity values.
 GK0677
 GK0677;                    North         East    Units  Estimated Accuracy
 GK0677;SPC OK N     -   177,660.      267,650.      MT  (+/- 180 meters Scaled)
 GK0677
 GK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF571477(NAD 83)
 GK0677
 GK0677                          SUPERSEDED SURVEY CONTROL
 GK0677
 GK0677  NGVD 29 (??/??/92) 1027.489  (m)         3371.02   (f) ADJ UNCH    1 2
 GK0677
 GK0677.Superseded values are not recommended for survey control.
 GK0677
 GK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0677.See file dsdata.pdf to determine how the superseded data were derived.
 GK0677
 GK0677_MARKER: R = RIVET
 GK0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0677_SP_SET: ABUTMENT
 GK0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0677
 GK0677  HISTORY     - Date     Condition        Report By
 GK0677  HISTORY     - UNK      MONUMENTED       CGS
 GK0677  HISTORY     - 1933     GOOD             CGS
 GK0677  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0677
 GK0677                          STATION DESCRIPTION
 GK0677
 GK0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0677'TEXHOMA.
 GK0677'4.6 MILES NORTHEAST OF TEXHOMA DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GK0677'SET IN CONCRETE ABUTTMENT OF R.R. BRIDGE NO. 4898.  IN THE EAST
 GK0677'ABUTTMENT AT THE NORTH END.
 GK0677
 GK0677                          STATION RECOVERY (1973)
 GK0677
 GK0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0677'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0455 ***********************************************************************
 GG0455  DESIGNATION -  RV 2
 GG0455  PID         -  GG0455
 GG0455  STATE/COUNTY-  OK/NOWATA
 GG0455  COUNTRY     -  US
 GG0455  USGS QUAD   -  ELLIOTT (2018)
 GG0455
 GG0455                         *CURRENT SURVEY CONTROL
 GG0455  ______________________________________________________________________
 GG0455* NAD 83(1986) POSITION- 36 56 44.     (N) 095 37 48.     (W)   SCALED
 GG0455* NAVD 88 ORTHO HEIGHT -   218.648 (meters)      717.35  (feet) ADJUSTED
 GG0455  ______________________________________________________________________
 GG0455  GEOID HEIGHT    -        -29.632 (meters)                     GEOID18
 GG0455  DYNAMIC HEIGHT  -        218.472 (meters)      716.77  (feet) COMP
 GG0455  MODELED GRAVITY -    979,819.6   (mgal)                       NAVD 88
 GG0455
 GG0455  VERT ORDER      -  FIRST     CLASS II
 GG0455
 GG0455.The horizontal coordinates were scaled from a map and have
 GG0455.an estimated accuracy of +/- 6 seconds.
 GG0455
 GG0455.The orthometric height was determined by differential leveling and
 GG0455.adjusted by the NATIONAL GEODETIC SURVEY
 GG0455.in June 1991.
 GG0455
 GG0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0455.GEOID18 height accuracy estimate available here.
 GG0455
 GG0455.Click photographs - Photos may exist for this station.
 GG0455
 GG0455.The dynamic height is computed by dividing the NAVD 88
 GG0455.geopotential number by the normal gravity value computed on the
 GG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0455.degrees latitude (g = 980.6199 gals.).
 GG0455
 GG0455.The modeled gravity was interpolated from observed gravity values.
 GG0455
 GG0455;                    North         East    Units  Estimated Accuracy
 GG0455;SPC OK N     -   218,450.      811,100.      MT  (+/- 180 meters Scaled)
 GG0455
 GG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA658920(NAD 83)
 GG0455
 GG0455                          SUPERSEDED SURVEY CONTROL
 GG0455
 GG0455  NGVD 29 (??/??/92)  218.512  (m)          716.90   (f) ADJ UNCH    1 2
 GG0455
 GG0455.Superseded values are not recommended for survey control.
 GG0455
 GG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0455.See file dsdata.pdf to determine how the superseded data were derived.
 GG0455
 GG0455_MARKER: R = RIVET
 GG0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0455_SP_SET: CULVERT HEADWALL
 GG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0455+STABILITY: SURFACE MOTION
 GG0455
 GG0455  HISTORY     - Date     Condition        Report By
 GG0455  HISTORY     - UNK      MONUMENTED       MPRR
 GG0455  HISTORY     - 1933     GOOD             CGS
 GG0455
 GG0455                          STATION DESCRIPTION
 GG0455
 GG0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0455'2.7 MI S FROM SOUTH COFFEYVILLE.
 GG0455'ABOUT 2.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 GG0455'FROM THE STATION AT SOUTH COFFEYVILLE, NOWATA COUNTY, ABOUT
 GG0455'9-3/4 POLES NORTH OF MILEPOST 657, AT A 5- BY 8-FOOT CONCRETE
 GG0455'CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.
 GG0455'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0168 ***********************************************************************
 GJ0168  DESIGNATION -  RV 20
 GJ0168  PID         -  GJ0168
 GJ0168  STATE/COUNTY-  OK/WOODS
 GJ0168  COUNTRY     -  US
 GJ0168  USGS QUAD   -  AVARD (2018)
 GJ0168
 GJ0168                         *CURRENT SURVEY CONTROL
 GJ0168  ______________________________________________________________________
 GJ0168* NAD 83(1986) POSITION- 36 43 16.     (N) 098 46 26.     (W)   SCALED
 GJ0168* NAVD 88 ORTHO HEIGHT -   446.953 (meters)     1466.38  (feet) ADJUSTED
 GJ0168  ______________________________________________________________________
 GJ0168  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 GJ0168  DYNAMIC HEIGHT  -        446.550 (meters)     1465.06  (feet) COMP
 GJ0168  MODELED GRAVITY -    979,716.0   (mgal)                       NAVD 88
 GJ0168
 GJ0168  VERT ORDER      -  SECOND    CLASS 0
 GJ0168
 GJ0168.The horizontal coordinates were scaled from a map and have
 GJ0168.an estimated accuracy of +/- 6 seconds.
 GJ0168
 GJ0168.The orthometric height was determined by differential leveling and
 GJ0168.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0168.in June 1991.
 GJ0168
 GJ0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0168.GEOID18 height accuracy estimate available here.
 GJ0168
 GJ0168.Click photographs - Photos may exist for this station.
 GJ0168
 GJ0168.The dynamic height is computed by dividing the NAVD 88
 GJ0168.geopotential number by the normal gravity value computed on the
 GJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0168.degrees latitude (g = 980.6199 gals.).
 GJ0168
 GJ0168.The modeled gravity was interpolated from observed gravity values.
 GJ0168
 GJ0168;                    North         East    Units  Estimated Accuracy
 GJ0168;SPC OK N     -   191,240.      530,870.      MT  (+/- 180 meters Scaled)
 GJ0168
 GJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF201639(NAD 83)
 GJ0168
 GJ0168                          SUPERSEDED SURVEY CONTROL
 GJ0168
 GJ0168  NGVD 29 (??/??/92)  446.758  (m)         1465.74   (f) ADJ UNCH    2 0
 GJ0168
 GJ0168.Superseded values are not recommended for survey control.
 GJ0168
 GJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0168.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0168
 GJ0168_MARKER: R = RIVET
 GJ0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0168_SP_SET: BRIDGE
 GJ0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0168
 GJ0168  HISTORY     - Date     Condition        Report By
 GJ0168  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0168  HISTORY     - 1935     GOOD             CGS
 GJ0168
 GJ0168                          STATION DESCRIPTION
 GJ0168
 GJ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0168'1.7 MI NE FROM AVARD.
 GJ0168'1.7 MILES NORTHEAST OF AVARD A.T. AND S.F. RR STATION IN THE
 GJ0168'NORTH END OF THE EAST PIER OF ATCHISON TOPEKA AND SANTA FE
 GJ0168'RAILROAD BRIDGE 334 A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0484 ***********************************************************************
 GG0484  DESIGNATION -  RV 20
 GG0484  PID         -  GG0484
 GG0484  STATE/COUNTY-  OK/ROGERS
 GG0484  COUNTRY     -  US
 GG0484  USGS QUAD   -  TALALA (2019)
 GG0484
 GG0484                         *CURRENT SURVEY CONTROL
 GG0484  ______________________________________________________________________
 GG0484* NAD 83(1986) POSITION- 36 35 49.     (N) 095 39 36.     (W)   SCALED
 GG0484* NAVD 88 ORTHO HEIGHT -   211.475 (meters)      693.81  (feet) ADJUSTED
 GG0484  ______________________________________________________________________
 GG0484  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 GG0484  DYNAMIC HEIGHT  -        211.299 (meters)      693.24  (feet) COMP
 GG0484  MODELED GRAVITY -    979,793.6   (mgal)                       NAVD 88
 GG0484
 GG0484  VERT ORDER      -  FIRST     CLASS II
 GG0484
 GG0484.The horizontal coordinates were scaled from a map and have
 GG0484.an estimated accuracy of +/- 6 seconds.
 GG0484
 GG0484.The orthometric height was determined by differential leveling and
 GG0484.adjusted by the NATIONAL GEODETIC SURVEY
 GG0484.in June 1991.
 GG0484
 GG0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0484.GEOID18 height accuracy estimate available here.
 GG0484
 GG0484.Click photographs - Photos may exist for this station.
 GG0484
 GG0484.The dynamic height is computed by dividing the NAVD 88
 GG0484.geopotential number by the normal gravity value computed on the
 GG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0484.degrees latitude (g = 980.6199 gals.).
 GG0484
 GG0484.The modeled gravity was interpolated from observed gravity values.
 GG0484
 GG0484;                    North         East    Units  Estimated Accuracy
 GG0484;SPC OK N     -   179,710.      809,360.      MT  (+/- 180 meters Scaled)
 GG0484
 GG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA620534(NAD 83)
 GG0484
 GG0484                          SUPERSEDED SURVEY CONTROL
 GG0484
 GG0484  NGVD 29 (??/??/92)  211.352  (m)          693.41   (f) ADJ UNCH    1 2
 GG0484
 GG0484.Superseded values are not recommended for survey control.
 GG0484
 GG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0484.See file dsdata.pdf to determine how the superseded data were derived.
 GG0484
 GG0484_MARKER: R = RIVET
 GG0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0484_SP_SET: CULVERT HEADWALL
 GG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0484+STABILITY: SURFACE MOTION
 GG0484
 GG0484  HISTORY     - Date     Condition        Report By
 GG0484  HISTORY     - UNK      MONUMENTED       MPRR
 GG0484  HISTORY     - 1933     GOOD             CGS
 GG0484
 GG0484                          STATION DESCRIPTION
 GG0484
 GG0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0484'5.3 MI N FROM TALALA.
 GG0484'IN NOWATA COUNTY, ABOUT 5.3 MILES NORTH ALONG THE MISSOURI
 GG0484'PACIFIC RAILROAD FROM THE STATION AT TALALA, ROGERS COUNTY, ABOUT
 GG0484'3/4 POLE NORTH OF MILEPOST 633, AT A DOUBLE 5- BY 7-FOOT CONCRETE
 GG0484'CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.
 GG0484'A STANDARD MONEL-METAL RIVET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0485 ***********************************************************************
 GG0485  DESIGNATION -  RV 21
 GG0485  PID         -  GG0485
 GG0485  STATE/COUNTY-  OK/ROGERS
 GG0485  COUNTRY     -  US
 GG0485  USGS QUAD   -  TALALA (2019)
 GG0485
 GG0485                         *CURRENT SURVEY CONTROL
 GG0485  ______________________________________________________________________
 GG0485* NAD 83(1986) POSITION- 36 35 16.     (N) 095 39 56.     (W)   SCALED
 GG0485* NAVD 88 ORTHO HEIGHT -   208.646 (meters)      684.53  (feet) ADJUSTED
 GG0485  ______________________________________________________________________
 GG0485  GEOID HEIGHT    -        -29.264 (meters)                     GEOID18
 GG0485  DYNAMIC HEIGHT  -        208.472 (meters)      683.96  (feet) COMP
 GG0485  MODELED GRAVITY -    979,792.8   (mgal)                       NAVD 88
 GG0485
 GG0485  VERT ORDER      -  FIRST     CLASS II
 GG0485
 GG0485.The horizontal coordinates were scaled from a map and have
 GG0485.an estimated accuracy of +/- 6 seconds.
 GG0485
 GG0485.The orthometric height was determined by differential leveling and
 GG0485.adjusted by the NATIONAL GEODETIC SURVEY
 GG0485.in June 1991.
 GG0485
 GG0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0485.GEOID18 height accuracy estimate available here.
 GG0485
 GG0485.Click photographs - Photos may exist for this station.
 GG0485
 GG0485.The dynamic height is computed by dividing the NAVD 88
 GG0485.geopotential number by the normal gravity value computed on the
 GG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0485.degrees latitude (g = 980.6199 gals.).
 GG0485
 GG0485.The modeled gravity was interpolated from observed gravity values.
 GG0485
 GG0485;                    North         East    Units  Estimated Accuracy
 GG0485;SPC OK N     -   178,680.      808,880.      MT  (+/- 180 meters Scaled)
 GG0485
 GG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA615524(NAD 83)
 GG0485
 GG0485                          SUPERSEDED SURVEY CONTROL
 GG0485
 GG0485  NGVD 29 (??/??/92)  208.523  (m)          684.13   (f) ADJ UNCH    1 2
 GG0485
 GG0485.Superseded values are not recommended for survey control.
 GG0485
 GG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0485.See file dsdata.pdf to determine how the superseded data were derived.
 GG0485
 GG0485_MARKER: R = RIVET
 GG0485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0485_SP_SET: CULVERT HEADWALL
 GG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0485+STABILITY: SURFACE MOTION
 GG0485
 GG0485  HISTORY     - Date     Condition        Report By
 GG0485  HISTORY     - UNK      MONUMENTED       MPRR
 GG0485  HISTORY     - 1933     GOOD             CGS
 GG0485  HISTORY     - 1960     GOOD             MPRR
 GG0485
 GG0485                          STATION DESCRIPTION
 GG0485
 GG0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0485'4.5 MI N FROM TALALA.
 GG0485'ABOUT 4.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0485'THE STATION AT TALALA, ROGERS COUNTY, ABOUT 7-1/2 POLES NORTH
 GG0485'OF MILEPOST 632, AT A DOUBLE 6- BY 6-FOOT CONCRETE CULVERT, AND
 GG0485'IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0485'MONEL-METAL RIVET.
 GG0485
 GG0485                          STATION RECOVERY (1960)
 GG0485
 GG0485'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1960
 GG0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0486 ***********************************************************************
 GG0486  DESIGNATION -  RV 22
 GG0486  PID         -  GG0486
 GG0486  STATE/COUNTY-  OK/ROGERS
 GG0486  COUNTRY     -  US
 GG0486  USGS QUAD   -  TALALA (2019)
 GG0486
 GG0486                         *CURRENT SURVEY CONTROL
 GG0486  ______________________________________________________________________
 GG0486* NAD 83(1986) POSITION- 36 34 51.74   (N) 095 40 15.41   (W)   HD_HELD1
 GG0486* NAVD 88 ORTHO HEIGHT -   208.800 (meters)      685.04  (feet) ADJUSTED
 GG0486  ______________________________________________________________________
 GG0486  GEOID HEIGHT    -        -29.259 (meters)                     GEOID18
 GG0486  DYNAMIC HEIGHT  -        208.625 (meters)      684.46  (feet) COMP
 GG0486  MODELED GRAVITY -    979,792.3   (mgal)                       NAVD 88
 GG0486
 GG0486  VERT ORDER      -  FIRST     CLASS II
 GG0486
 GG0486.The horizontal coordinates were determined by differentially corrected
 GG0486.hand held GPS observations or other comparable positioning techniques
 GG0486.and have an estimated accuracy of +/- 3 meters.
 GG0486
 GG0486.The orthometric height was determined by differential leveling and
 GG0486.adjusted by the NATIONAL GEODETIC SURVEY
 GG0486.in June 1991.
 GG0486
 GG0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0486.GEOID18 height accuracy estimate available here.
 GG0486
 GG0486.Click photographs - Photos may exist for this station.
 GG0486
 GG0486.The dynamic height is computed by dividing the NAVD 88
 GG0486.geopotential number by the normal gravity value computed on the
 GG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0486.degrees latitude (g = 980.6199 gals.).
 GG0486
 GG0486.The modeled gravity was interpolated from observed gravity values.
 GG0486
 GG0486;                    North         East    Units  Estimated Accuracy
 GG0486;SPC OK N     -   177,924.1     808,418.8     MT  (+/- 3 meters HH1 GPS) 
 GG0486
 GG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6102651718(NAD 83)
 GG0486
 GG0486                          SUPERSEDED SURVEY CONTROL
 GG0486
 GG0486  NGVD 29 (??/??/92)  208.677  (m)          684.63   (f) ADJ UNCH    1 2
 GG0486
 GG0486.Superseded values are not recommended for survey control.
 GG0486
 GG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0486.See file dsdata.pdf to determine how the superseded data were derived.
 GG0486
 GG0486_MARKER: R = RIVET
 GG0486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0486_SP_SET: CULVERT HEADWALL
 GG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0486+STABILITY: SURFACE MOTION
 GG0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0486+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 GG0486
 GG0486  HISTORY     - Date     Condition        Report By
 GG0486  HISTORY     - UNK      MONUMENTED       MPRR
 GG0486  HISTORY     - 1933     GOOD             CGS
 GG0486  HISTORY     - 1960     GOOD             MPRR
 GG0486  HISTORY     - 20221215 GOOD             OKDOT
 GG0486
 GG0486                          STATION DESCRIPTION
 GG0486
 GG0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0486'4 MI N FROM TALALA.
 GG0486'ABOUT 4.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY FROM
 GG0486'THE STATION AT TALALA, ROGERS COUNTY, ABOUT 21-1/2 POLES NORTH
 GG0486'OF MILEPOST 631, AT A 4- BY 5-FOOT CONCRETE CULVERT, AND IN THE
 GG0486'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0486'RIVET.
 GG0486
 GG0486                          STATION RECOVERY (1960)
 GG0486
 GG0486'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1960
 GG0486'RECOVERED IN GOOD CONDITION.
 GG0486
 GG0486                          STATION RECOVERY (2022)
 GG0486
 GG0486'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0487 ***********************************************************************
 GG0487  DESIGNATION -  RV 23
 GG0487  PID         -  GG0487
 GG0487  STATE/COUNTY-  OK/ROGERS
 GG0487  COUNTRY     -  US
 GG0487  USGS QUAD   -  TALALA (2019)
 GG0487
 GG0487                         *CURRENT SURVEY CONTROL
 GG0487  ______________________________________________________________________
 GG0487* NAD 83(1986) POSITION- 36 34 18.41   (N) 095 40 38.99   (W)   HD_HELD1
 GG0487* NAVD 88 ORTHO HEIGHT -   207.288 (meters)      680.08  (feet) ADJUSTED
 GG0487  ______________________________________________________________________
 GG0487  GEOID HEIGHT    -        -29.252 (meters)                     GEOID18
 GG0487  DYNAMIC HEIGHT  -        207.115 (meters)      679.51  (feet) COMP
 GG0487  MODELED GRAVITY -    979,791.6   (mgal)                       NAVD 88
 GG0487
 GG0487  VERT ORDER      -  FIRST     CLASS II
 GG0487
 GG0487.The horizontal coordinates were determined by differentially corrected
 GG0487.hand held GPS observations or other comparable positioning techniques
 GG0487.and have an estimated accuracy of +/- 3 meters.
 GG0487
 GG0487.The orthometric height was determined by differential leveling and
 GG0487.adjusted by the NATIONAL GEODETIC SURVEY
 GG0487.in June 1991.
 GG0487
 GG0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0487.GEOID18 height accuracy estimate available here.
 GG0487
 GG0487.Click photographs - Photos may exist for this station.
 GG0487
 GG0487.The dynamic height is computed by dividing the NAVD 88
 GG0487.geopotential number by the normal gravity value computed on the
 GG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0487.degrees latitude (g = 980.6199 gals.).
 GG0487
 GG0487.The modeled gravity was interpolated from observed gravity values.
 GG0487
 GG0487;                    North         East    Units  Estimated Accuracy
 GG0487;SPC OK N     -   176,883.0     807,857.3     MT  (+/- 3 meters HH1 GPS) 
 GG0487
 GG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6041250707(NAD 83)
 GG0487
 GG0487                          SUPERSEDED SURVEY CONTROL
 GG0487
 GG0487  NGVD 29 (??/??/92)  207.166  (m)          679.68   (f) ADJ UNCH    1 2
 GG0487
 GG0487.Superseded values are not recommended for survey control.
 GG0487
 GG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0487.See file dsdata.pdf to determine how the superseded data were derived.
 GG0487
 GG0487_MARKER: R = RIVET
 GG0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0487_SP_SET: CULVERT HEADWALL
 GG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0487+STABILITY: SURFACE MOTION
 GG0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0487+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2022
 GG0487
 GG0487  HISTORY     - Date     Condition        Report By
 GG0487  HISTORY     - UNK      MONUMENTED       MPRR
 GG0487  HISTORY     - 1933     GOOD             CGS
 GG0487  HISTORY     - 1960     GOOD             MPRR
 GG0487  HISTORY     - 20220323 GOOD             OKDOT
 GG0487
 GG0487                          STATION DESCRIPTION
 GG0487
 GG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0487'3.3 MI N FROM TALALA.
 GG0487'ABOUT 3.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0487'THE STATION AT TALALA, ROGERS COUNTY, OPPOSITE MILEPOST 631,
 GG0487'AT A 3- BY 4-FOOT CONCRETE CULVERT, AND IN THE CENTER OF THE TOP
 GG0487'OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 GG0487
 GG0487                          STATION RECOVERY (1960)
 GG0487
 GG0487'RECOVERY NOTE BY MISSOURI PACIFIC RAILROAD 1960
 GG0487'RECOVERED IN GOOD CONDITION.
 GG0487
 GG0487                          STATION RECOVERY (2022)
 GG0487
 GG0487'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GG0487'TWO OPUS SHARED SOLUTIONS AVAILABLE.  ABOUT 12 FT (3.7 M) TO NEAR
 GG0487'RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0489 ***********************************************************************
 GG0489  DESIGNATION -  RV 24
 GG0489  PID         -  GG0489
 GG0489  STATE/COUNTY-  OK/ROGERS
 GG0489  COUNTRY     -  US
 GG0489  USGS QUAD   -  TALALA (2019)
 GG0489
 GG0489                         *CURRENT SURVEY CONTROL
 GG0489  ______________________________________________________________________
 GG0489* NAD 83(1986) POSITION- 36 32 54.02   (N) 095 41 37.76   (W)   HD_HELD1
 GG0489* NAVD 88 ORTHO HEIGHT -   204.359 (meters)      670.47  (feet) ADJUSTED
 GG0489  ______________________________________________________________________
 GG0489  GEOID HEIGHT    -        -29.232 (meters)                     GEOID18
 GG0489  DYNAMIC HEIGHT  -        204.188 (meters)      669.91  (feet) COMP
 GG0489  MODELED GRAVITY -    979,790.1   (mgal)                       NAVD 88
 GG0489
 GG0489  VERT ORDER      -  FIRST     CLASS II
 GG0489
 GG0489.The horizontal coordinates were determined by differentially corrected
 GG0489.hand held GPS observations or other comparable positioning techniques
 GG0489.and have an estimated accuracy of +/- 3 meters.
 GG0489
 GG0489.The orthometric height was determined by differential leveling and
 GG0489.adjusted by the NATIONAL GEODETIC SURVEY
 GG0489.in June 1991.
 GG0489
 GG0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0489.GEOID18 height accuracy estimate available here.
 GG0489
 GG0489.Click photographs - Photos may exist for this station.
 GG0489
 GG0489.The dynamic height is computed by dividing the NAVD 88
 GG0489.geopotential number by the normal gravity value computed on the
 GG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0489.degrees latitude (g = 980.6199 gals.).
 GG0489
 GG0489.The modeled gravity was interpolated from observed gravity values.
 GG0489
 GG0489;                    North         East    Units  Estimated Accuracy
 GG0489;SPC OK N     -   174,247.7     806,458.4     MT  (+/- 3 meters HH1 GPS) 
 GG0489
 GG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5887848146(NAD 83)
 GG0489
 GG0489                          SUPERSEDED SURVEY CONTROL
 GG0489
 GG0489  NGVD 29 (??/??/92)  204.236  (m)          670.06   (f) ADJ UNCH    1 2
 GG0489
 GG0489.Superseded values are not recommended for survey control.
 GG0489
 GG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0489.See file dsdata.pdf to determine how the superseded data were derived.
 GG0489
 GG0489_MARKER: R = RIVET
 GG0489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0489_SP_SET: CULVERT HEADWALL
 GG0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0489+STABILITY: SURFACE MOTION
 GG0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0489+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 GG0489
 GG0489  HISTORY     - Date     Condition        Report By
 GG0489  HISTORY     - UNK      MONUMENTED       MPRR
 GG0489  HISTORY     - 1933     GOOD             CGS
 GG0489  HISTORY     - 1960     GOOD             CGS
 GG0489  HISTORY     - 20221215 GOOD             OKDOT
 GG0489
 GG0489                          STATION DESCRIPTION
 GG0489
 GG0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0489'1.4 MI N FROM TALALA.
 GG0489'ABOUT 1.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0489'THE STATION AT TALALA, ROGERS COUNTY, ABOUT 4-1/2 POLES NORTH
 GG0489'OF MILEPOST 629, AT A DOUBLE 3- BY 5-FOOT CONCRETE CULVERT,
 GG0489'AND IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0489'MONEL-METAL RIVET.
 GG0489
 GG0489                          STATION RECOVERY (1960)
 GG0489
 GG0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0489'RECOVERED IN GOOD CONDITION.
 GG0489
 GG0489                          STATION RECOVERY (2022)
 GG0489
 GG0489'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0490 ***********************************************************************
 GG0490  DESIGNATION -  RV 25
 GG0490  PID         -  GG0490
 GG0490  STATE/COUNTY-  OK/ROGERS
 GG0490  COUNTRY     -  US
 GG0490  USGS QUAD   -  TALALA (2019)
 GG0490
 GG0490                         *CURRENT SURVEY CONTROL
 GG0490  ______________________________________________________________________
 GG0490* NAD 83(2011) POSITION- 36 32 07.01839(N) 095 42 00.86260(W)   ADJUSTED
 GG0490* NAD 83(2011) ELLIP HT-   179.459 (meters)        (11/01/23)   ADJUSTED
 GG0490* NAD 83(2011) EPOCH   -  2010.00
 GG0490* NAVD 88 ORTHO HEIGHT -   208.675 (meters)      684.63  (feet) ADJUSTED
 GG0490  ______________________________________________________________________
 GG0490  GEOID HEIGHT    -        -29.222 (meters)                     GEOID18
 GG0490  NAD 83(2011) X  -   -509,631.610 (meters)                     COMP
 GG0490  NAD 83(2011) Y  - -5,105,634.229 (meters)                     COMP
 GG0490  NAD 83(2011) Z  -  3,776,188.001 (meters)                     COMP
 GG0490  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 GG0490  DYNAMIC HEIGHT  -        208.500 (meters)      684.05  (feet) COMP
 GG0490  MODELED GRAVITY -    979,789.1   (mgal)                       NAVD 88
 GG0490
 GG0490  VERT ORDER      -  FIRST     CLASS II
 GG0490
 GG0490  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0490  Standards:
 GG0490         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0490            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0490  -------------------------------------------------------------------
 GG0490  NETWORK    1.36   1.78           0.58   0.53   0.91     -0.02946468
 GG0490  -------------------------------------------------------------------
 GG0490  Click here for local accuracies and other accuracy information.
 GG0490
 GG0490.The horizontal coordinates were established by GPS observations
 GG0490.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0490
 GG0490.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0490.been affixed to the stable North American tectonic plate. See 
 GG0490.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0490
 GG0490.The horizontal coordinates are valid at the epoch date displayed above
 GG0490.which is a decimal equivalence of Year/Month/Day.
 GG0490
 GG0490.The orthometric height was determined by differential leveling and
 GG0490.adjusted by the NATIONAL GEODETIC SURVEY
 GG0490.in June 1991.
 GG0490
 GG0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0490.GEOID18 height accuracy estimate available here.
 GG0490
 GG0490.Click photographs - Photos may exist for this station.
 GG0490
 GG0490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0490
 GG0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0490
 GG0490.The ellipsoidal height was determined by GPS observations
 GG0490.and is referenced to NAD 83.
 GG0490
 GG0490.The dynamic height is computed by dividing the NAVD 88
 GG0490.geopotential number by the normal gravity value computed on the
 GG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0490.degrees latitude (g = 980.6199 gals.).
 GG0490
 GG0490.The modeled gravity was interpolated from observed gravity values.
 GG0490
 GG0490. The following values were computed from the NAD 83(2011) position.
 GG0490
 GG0490;                    North         East     Units Scale Factor Converg.
 GG0490;SPC OK N     -   172,785.718   805,918.278   MT  0.99996596   +1 21 25.9
 GG0490;SPC OK N     -   566,881.14  2,644,083.55   sFT  0.99996596   +1 21 25.9
 GG0490;UTM  15      - 4,046,714.371   258,262.800   MT  1.00032002   -1 36 29.8
 GG0490
 GG0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0490!SPC OK N     -   0.99997184  x   0.99996596  =   0.99993780
 GG0490!UTM  15      -   0.99997184  x   1.00032002  =   1.00029185
 GG0490
 GG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5826246714(NAD 83)
 GG0490
 GG0490                          SUPERSEDED SURVEY CONTROL
 GG0490
 GG0490  NGVD 29 (??/??/92)  208.551  (m)          684.22   (f) ADJ UNCH    1 2
 GG0490
 GG0490.Superseded values are not recommended for survey control.
 GG0490
 GG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0490.See file dsdata.pdf to determine how the superseded data were derived.
 GG0490
 GG0490_MARKER: R = RIVET
 GG0490_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0490_SP_SET: CULVERT HEADWALL
 GG0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0490+STABILITY: SURFACE MOTION
 GG0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0490+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2023
 GG0490
 GG0490  HISTORY     - Date     Condition        Report By
 GG0490  HISTORY     - UNK      MONUMENTED       MPRR
 GG0490  HISTORY     - 1960     GOOD             CGS
 GG0490  HISTORY     - 20220323 GOOD             OKDOT
 GG0490  HISTORY     - 20230320 GOOD             OKDOT
 GG0490
 GG0490                          STATION DESCRIPTION
 GG0490
 GG0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0490'0.5 MI N FROM TALALA.
 GG0490'0.5 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0490'STATION AT TALALA, ROGERS COUNTY, ABOUT 5 POLES NORTH OF MILEPOST
 GG0490'628, AT A 3- BY 4-FOOT CONCRETE CULVERT, AND IN THE CENTER OF
 GG0490'THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 GG0490'NOTE-- THIS MARK RECOVERED AS DESCRIBED EXCEPT IT IS ABOUT 6
 GG0490'POLES NORTH OF MILEPOST 628.
 GG0490
 GG0490                          STATION RECOVERY (2022)
 GG0490
 GG0490'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BE)
 GG0490'RECOVERED IN GOOD CONDITION.
 GG0490
 GG0490                          STATION RECOVERY (2023)
 GG0490
 GG0490'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0490'MARK RECOVERED IN GOOD CONDITION BY OKDOT USING THE OKDOT RTN NETWORK
 GG0490'(BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0492 ***********************************************************************
 GG0492  DESIGNATION -  RV 26
 GG0492  PID         -  GG0492
 GG0492  STATE/COUNTY-  OK/ROGERS
 GG0492  COUNTRY     -  US
 GG0492  USGS QUAD   -  TALALA (2019)
 GG0492
 GG0492                         *CURRENT SURVEY CONTROL
 GG0492  ______________________________________________________________________
 GG0492* NAD 83(1986) POSITION- 36 31 36.     (N) 095 42 03.     (W)   SCALED
 GG0492* NAVD 88 ORTHO HEIGHT -   208.323 (meters)      683.47  (feet) ADJUSTED
 GG0492  ______________________________________________________________________
 GG0492  GEOID HEIGHT    -        -29.218 (meters)                     GEOID18
 GG0492  DYNAMIC HEIGHT  -        208.149 (meters)      682.90  (feet) COMP
 GG0492  MODELED GRAVITY -    979,788.5   (mgal)                       NAVD 88
 GG0492
 GG0492  VERT ORDER      -  FIRST     CLASS II
 GG0492
 GG0492.The horizontal coordinates were scaled from a map and have
 GG0492.an estimated accuracy of +/- 6 seconds.
 GG0492
 GG0492.The orthometric height was determined by differential leveling and
 GG0492.adjusted by the NATIONAL GEODETIC SURVEY
 GG0492.in June 1991.
 GG0492
 GG0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0492.GEOID18 height accuracy estimate available here.
 GG0492
 GG0492.Click photographs - Photos may exist for this station.
 GG0492
 GG0492.The dynamic height is computed by dividing the NAVD 88
 GG0492.geopotential number by the normal gravity value computed on the
 GG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0492.degrees latitude (g = 980.6199 gals.).
 GG0492
 GG0492.The modeled gravity was interpolated from observed gravity values.
 GG0492
 GG0492;                    North         East    Units  Estimated Accuracy
 GG0492;SPC OK N     -   171,830.      805,890.      MT  (+/- 180 meters Scaled)
 GG0492
 GG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA581457(NAD 83)
 GG0492
 GG0492                          SUPERSEDED SURVEY CONTROL
 GG0492
 GG0492  NGVD 29 (??/??/92)  208.200  (m)          683.07   (f) ADJ UNCH    1 2
 GG0492
 GG0492.Superseded values are not recommended for survey control.
 GG0492
 GG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0492.See file dsdata.pdf to determine how the superseded data were derived.
 GG0492
 GG0492_MARKER: R = RIVET
 GG0492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0492_SP_SET: CULVERT HEADWALL
 GG0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0492+STABILITY: SURFACE MOTION
 GG0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0492+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2022
 GG0492
 GG0492  HISTORY     - Date     Condition        Report By
 GG0492  HISTORY     - UNK      MONUMENTED       MPRR
 GG0492  HISTORY     - 1960     GOOD             CGS
 GG0492  HISTORY     - 20220323 SEE DESCRIPTION  OKDOT
 GG0492
 GG0492                          STATION DESCRIPTION
 GG0492
 GG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0492'0.4 MI S FROM TALALA.
 GG0492'0.4 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0492'STATION AT TALALA, ROGERS COUNTY, ABOUT 9-1/2 POLES NORTH OF
 GG0492'MILEPOST 627, AT A 2- BY 3-FOOT CONCRETE CULVERT, AND IN THE
 GG0492'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0492'RIVET.
 GG0492
 GG0492                          STATION RECOVERY (2022)
 GG0492
 GG0492'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 GG0492'MARK HAS A RAILROAD TIE BOLTED ON TOP OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0381 ***********************************************************************
 GG0381  DESIGNATION -  RV 29
 GG0381  PID         -  GG0381
 GG0381  STATE/COUNTY-  OK/ROGERS
 GG0381  COUNTRY     -  US
 GG0381  USGS QUAD   -  OOLOGAH (2018)
 GG0381
 GG0381                         *CURRENT SURVEY CONTROL
 GG0381  ______________________________________________________________________
 GG0381* NAD 83(2011) POSITION- 36 27 51.69952(N) 095 42 23.06382(W)   ADJUSTED
 GG0381* NAD 83(2011) ELLIP HT-   164.187 (meters)        (11/01/23)   ADJUSTED
 GG0381* NAD 83(2011) EPOCH   -  2010.00
 GG0381* NAVD 88 ORTHO HEIGHT -   193.381 (meters)      634.45  (feet) ADJUSTED
 GG0381  ______________________________________________________________________
 GG0381  GEOID HEIGHT    -        -29.189 (meters)                     GEOID18
 GG0381  NAD 83(2011) X  -   -510,645.406 (meters)                     COMP
 GG0381  NAD 83(2011) Y  - -5,110,225.342 (meters)                     COMP
 GG0381  NAD 83(2011) Z  -  3,769,852.312 (meters)                     COMP
 GG0381  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 GG0381  DYNAMIC HEIGHT  -        193.219 (meters)      633.92  (feet) COMP
 GG0381  MODELED GRAVITY -    979,786.4   (mgal)                       NAVD 88
 GG0381
 GG0381  VERT ORDER      -  FIRST     CLASS II
 GG0381
 GG0381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0381  Standards:
 GG0381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0381  -------------------------------------------------------------------
 GG0381  NETWORK    1.32   1.69           0.57   0.51   0.86     -0.04823875
 GG0381  -------------------------------------------------------------------
 GG0381  Click here for local accuracies and other accuracy information.
 GG0381
 GG0381.The horizontal coordinates were established by GPS observations
 GG0381.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0381
 GG0381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0381.been affixed to the stable North American tectonic plate. See 
 GG0381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0381
 GG0381.The horizontal coordinates are valid at the epoch date displayed above
 GG0381.which is a decimal equivalence of Year/Month/Day.
 GG0381
 GG0381.The orthometric height was determined by differential leveling and
 GG0381.adjusted by the NATIONAL GEODETIC SURVEY
 GG0381.in June 1991.
 GG0381
 GG0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0381.GEOID18 height accuracy estimate available here.
 GG0381
 GG0381.Click photographs - Photos may exist for this station.
 GG0381
 GG0381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0381
 GG0381.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0381
 GG0381.The ellipsoidal height was determined by GPS observations
 GG0381.and is referenced to NAD 83.
 GG0381
 GG0381.The dynamic height is computed by dividing the NAVD 88
 GG0381.geopotential number by the normal gravity value computed on the
 GG0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0381.degrees latitude (g = 980.6199 gals.).
 GG0381
 GG0381.The modeled gravity was interpolated from observed gravity values.
 GG0381
 GG0381. The following values were computed from the NAD 83(2011) position.
 GG0381
 GG0381;                    North         East     Units Scale Factor Converg.
 GG0381;SPC OK N     -   164,905.066   805,552.092   MT  0.99995879   +1 21 12.8
 GG0381;SPC OK N     -   541,026.04  2,642,882.16   sFT  0.99995879   +1 21 12.8
 GG0381;UTM  15      - 4,038,860.371   257,489.309   MT  1.00032465   -1 36 33.3
 GG0381
 GG0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0381!SPC OK N     -   0.99997423  x   0.99995879  =   0.99993302
 GG0381!UTM  15      -   0.99997423  x   1.00032465  =   1.00029887
 GG0381
 GG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5748938860(NAD 83)
 GG0381
 GG0381                          SUPERSEDED SURVEY CONTROL
 GG0381
 GG0381  NGVD 29 (??/??/92)  193.262  (m)          634.06   (f) ADJ UNCH    1 2
 GG0381
 GG0381.Superseded values are not recommended for survey control.
 GG0381
 GG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0381.See file dsdata.pdf to determine how the superseded data were derived.
 GG0381
 GG0381_MARKER: R = RIVET
 GG0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0381_SP_SET: BRIDGE
 GG0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0381+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2023
 GG0381
 GG0381  HISTORY     - Date     Condition        Report By
 GG0381  HISTORY     - UNK      MONUMENTED       MPRR
 GG0381  HISTORY     - 1960     GOOD             CGS
 GG0381  HISTORY     - 20170123 GOOD             INDIV
 GG0381  HISTORY     - 20220323 GOOD             OKDOT
 GG0381  HISTORY     - 20230320 GOOD             OKDOT
 GG0381
 GG0381                          STATION DESCRIPTION
 GG0381
 GG0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0381'1.2 MI N FROM OOLAGAH.
 GG0381'1.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 GG0381'AT OOLOGAH, ROGERS COUNTY, ABOUT 8 POLES NORTH OF MILEPOST 623,
 GG0381'AT BRIDGE 172, AND IN THE CENTER OF THE TOP OF THE NORTHWEST
 GG0381'ABUTMENT.  A STANDARD MONEL-METAL RIVET.
 GG0381
 GG0381                          STATION RECOVERY (2017)
 GG0381
 GG0381'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (BLK)
 GG0381'APPROXIMATELY 1000 FEET SOUTH OF THE INTERSECTION OF EW 380 AND U.S.
 GG0381'
 GG0381'169 ON THE RAILROAD BRIDGE OVER FOURMILE CREEK. IN THE CENTER OF THE
 GG0381'
 GG0381'LOWER ABUTMENT ON THE NORTHWEST SIDE OF THE CREEK.
 GG0381
 GG0381                          STATION RECOVERY (2022)
 GG0381
 GG0381'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 GG0381'THE MARK IS ON LOWER ABUTMENT ON THE NORTHWEST SIDE OF THE CREEK
 GG0381'APPROXIMATELY 5 FT (1.5 M) BELOW TOP OF RAIL ON THE RAILROAD BRIDGE
 GG0381'OVER 4 MI (6.4 KM) CREEK.
 GG0381
 GG0381                          STATION RECOVERY (2023)
 GG0381
 GG0381'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0381'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0386 ***********************************************************************
 GG0386  DESIGNATION -  RV 31
 GG0386  PID         -  GG0386
 GG0386  STATE/COUNTY-  OK/ROGERS
 GG0386  COUNTRY     -  US
 GG0386  USGS QUAD   -  OOLOGAH (2018)
 GG0386
 GG0386                         *CURRENT SURVEY CONTROL
 GG0386  ______________________________________________________________________
 GG0386* NAD 83(2011) POSITION- 36 25 25.91573(N) 095 42 35.98384(W)   ADJUSTED
 GG0386* NAD 83(2011) ELLIP HT-   155.952 (meters)        (11/01/23)   ADJUSTED
 GG0386* NAD 83(2011) EPOCH   -  2010.00
 GG0386* NAVD 88 ORTHO HEIGHT -   185.136 (meters)      607.40  (feet) ADJUSTED
 GG0386  ______________________________________________________________________
 GG0386  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 GG0386  NAD 83(2011) X  -   -511,230.436 (meters)                     COMP
 GG0386  NAD 83(2011) Y  - -5,112,842.991 (meters)                     COMP
 GG0386  NAD 83(2011) Z  -  3,766,232.452 (meters)                     COMP
 GG0386  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 GG0386  DYNAMIC HEIGHT  -        184.979 (meters)      606.89  (feet) COMP
 GG0386  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 GG0386
 GG0386  VERT ORDER      -  FIRST     CLASS II
 GG0386
 GG0386  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0386  Standards:
 GG0386         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0386            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0386  -------------------------------------------------------------------
 GG0386  NETWORK    0.97   1.31           0.40   0.39   0.67     -0.13679315
 GG0386  -------------------------------------------------------------------
 GG0386  Click here for local accuracies and other accuracy information.
 GG0386
 GG0386.The horizontal coordinates were established by GPS observations
 GG0386.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0386
 GG0386.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0386.been affixed to the stable North American tectonic plate. See 
 GG0386.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0386
 GG0386.The horizontal coordinates are valid at the epoch date displayed above
 GG0386.which is a decimal equivalence of Year/Month/Day.
 GG0386
 GG0386.The orthometric height was determined by differential leveling and
 GG0386.adjusted by the NATIONAL GEODETIC SURVEY
 GG0386.in June 1991.
 GG0386
 GG0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0386.GEOID18 height accuracy estimate available here.
 GG0386
 GG0386.Click photographs - Photos may exist for this station.
 GG0386
 GG0386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0386
 GG0386.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0386
 GG0386.The ellipsoidal height was determined by GPS observations
 GG0386.and is referenced to NAD 83.
 GG0386
 GG0386.The dynamic height is computed by dividing the NAVD 88
 GG0386.geopotential number by the normal gravity value computed on the
 GG0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0386.degrees latitude (g = 980.6199 gals.).
 GG0386
 GG0386.The modeled gravity was interpolated from observed gravity values.
 GG0386
 GG0386. The following values were computed from the NAD 83(2011) position.
 GG0386
 GG0386;                    North         East     Units Scale Factor Converg.
 GG0386;SPC OK N     -   160,405.242   805,336.493   MT  0.99995539   +1 21 05.2
 GG0386;SPC OK N     -   526,262.86  2,642,174.81   sFT  0.99995539   +1 21 05.2
 GG0386;UTM  15      - 4,034,376.047   257,041.305   MT  1.00032734   -1 36 35.5
 GG0386
 GG0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0386!SPC OK N     -   0.99997553  x   0.99995539  =   0.99993092
 GG0386!UTM  15      -   0.99997553  x   1.00032734  =   1.00030286
 GG0386
 GG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5704134376(NAD 83)
 GG0386
 GG0386                          SUPERSEDED SURVEY CONTROL
 GG0386
 GG0386  NGVD 29 (??/??/92)  185.020  (m)          607.02   (f) ADJ UNCH    1 2
 GG0386
 GG0386.Superseded values are not recommended for survey control.
 GG0386
 GG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0386.See file dsdata.pdf to determine how the superseded data were derived.
 GG0386
 GG0386_MARKER: R = RIVET
 GG0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0386_SP_SET: CULVERT HEADWALL
 GG0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0386+STABILITY: SURFACE MOTION
 GG0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0386+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2023
 GG0386
 GG0386  HISTORY     - Date     Condition        Report By
 GG0386  HISTORY     - UNK      MONUMENTED       MPRR
 GG0386  HISTORY     - 1959     GOOD             CGS
 GG0386  HISTORY     - 1960     GOOD             CGS
 GG0386  HISTORY     - 20230320 GOOD             OKDOT
 GG0386
 GG0386                          STATION DESCRIPTION
 GG0386
 GG0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0386'1.4 MI S FROM OOLOGAH.
 GG0386'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0386'THE STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 14-1/2 POLES NORTH
 GG0386'OF MILEPOST 620, AT A 5- BY 6-FOOT CONCRETE CULVERT, AND IN THE
 GG0386'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0386'RIVET.
 GG0386
 GG0386                          STATION RECOVERY (1960)
 GG0386
 GG0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0386'RECOVERED IN GOOD CONDITION.
 GG0386
 GG0386                          STATION RECOVERY (2023)
 GG0386
 GG0386'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0386'MARK RECOVERED IN GOOD CONDITION BY OKDOT ON 20230320 (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0387 ***********************************************************************
 GG0387  DESIGNATION -  RV 32
 GG0387  PID         -  GG0387
 GG0387  STATE/COUNTY-  OK/ROGERS
 GG0387  COUNTRY     -  US
 GG0387  USGS QUAD   -  OOLOGAH (2018)
 GG0387
 GG0387                         *CURRENT SURVEY CONTROL
 GG0387  ______________________________________________________________________
 GG0387* NAD 83(1986) POSITION- 36 24 39.     (N) 095 42 11.     (W)   SCALED
 GG0387* NAVD 88 ORTHO HEIGHT -   177.121 (meters)      581.10  (feet) ADJUSTED
 GG0387  ______________________________________________________________________
 GG0387  GEOID HEIGHT    -        -29.178 (meters)                     GEOID18
 GG0387  DYNAMIC HEIGHT  -        176.971 (meters)      580.61  (feet) COMP
 GG0387  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 GG0387
 GG0387  VERT ORDER      -  FIRST     CLASS II
 GG0387
 GG0387.The horizontal coordinates were scaled from a map and have
 GG0387.an estimated accuracy of +/- 6 seconds.
 GG0387
 GG0387.The orthometric height was determined by differential leveling and
 GG0387.adjusted by the NATIONAL GEODETIC SURVEY
 GG0387.in June 1991.
 GG0387
 GG0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0387.GEOID18 height accuracy estimate available here.
 GG0387
 GG0387.Click photographs - Photos may exist for this station.
 GG0387
 GG0387.The dynamic height is computed by dividing the NAVD 88
 GG0387.geopotential number by the normal gravity value computed on the
 GG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0387.degrees latitude (g = 980.6199 gals.).
 GG0387
 GG0387.The modeled gravity was interpolated from observed gravity values.
 GG0387
 GG0387;                    North         East    Units  Estimated Accuracy
 GG0387;SPC OK N     -   158,970.      805,990.      MT  (+/- 180 meters Scaled)
 GG0387
 GG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA576329(NAD 83)
 GG0387
 GG0387                          SUPERSEDED SURVEY CONTROL
 GG0387
 GG0387  NGVD 29 (??/??/92)  177.006  (m)          580.73   (f) ADJ UNCH    1 2
 GG0387
 GG0387.Superseded values are not recommended for survey control.
 GG0387
 GG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0387.See file dsdata.pdf to determine how the superseded data were derived.
 GG0387
 GG0387_MARKER: R = RIVET
 GG0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0387_SP_SET: CULVERT HEADWALL
 GG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0387+STABILITY: SURFACE MOTION
 GG0387
 GG0387  HISTORY     - Date     Condition        Report By
 GG0387  HISTORY     - UNK      MONUMENTED       MPRR
 GG0387  HISTORY     - 1959     GOOD             CGS
 GG0387  HISTORY     - 1960     GOOD             CGS
 GG0387
 GG0387                          STATION DESCRIPTION
 GG0387
 GG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0387'2.4 MI S FROM OOLOGAH.
 GG0387'ABOUT 2.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0387'THE STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 14-1/2 POLES NORTH
 GG0387'OF MILEPOST 619, AT A 5- BY 5-FOOT CONCRETE CULVERT, AND IN
 GG0387'THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0387'MONEL-METAL RIVET.
 GG0387
 GG0387                          STATION RECOVERY (1960)
 GG0387
 GG0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0388 ***********************************************************************
 GG0388  DESIGNATION -  RV 33
 GG0388  PID         -  GG0388
 GG0388  STATE/COUNTY-  OK/ROGERS
 GG0388  COUNTRY     -  US
 GG0388  USGS QUAD   -  OOLOGAH (2018)
 GG0388
 GG0388                         *CURRENT SURVEY CONTROL
 GG0388  ______________________________________________________________________
 GG0388* NAD 83(1986) POSITION- 36 24 16.     (N) 095 41 17.     (W)   SCALED
 GG0388* NAVD 88 ORTHO HEIGHT -   181.794 (meters)      596.44  (feet) ADJUSTED
 GG0388  ______________________________________________________________________
 GG0388  GEOID HEIGHT    -        -29.184 (meters)                     GEOID18
 GG0388  DYNAMIC HEIGHT  -        181.640 (meters)      595.93  (feet) COMP
 GG0388  MODELED GRAVITY -    979,780.2   (mgal)                       NAVD 88
 GG0388
 GG0388  VERT ORDER      -  FIRST     CLASS II
 GG0388
 GG0388.The horizontal coordinates were scaled from a map and have
 GG0388.an estimated accuracy of +/- 6 seconds.
 GG0388
 GG0388.The orthometric height was determined by differential leveling and
 GG0388.adjusted by the NATIONAL GEODETIC SURVEY
 GG0388.in June 1991.
 GG0388
 GG0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0388.GEOID18 height accuracy estimate available here.
 GG0388
 GG0388.Click photographs - Photos may exist for this station.
 GG0388
 GG0388.The dynamic height is computed by dividing the NAVD 88
 GG0388.geopotential number by the normal gravity value computed on the
 GG0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0388.degrees latitude (g = 980.6199 gals.).
 GG0388
 GG0388.The modeled gravity was interpolated from observed gravity values.
 GG0388
 GG0388;                    North         East    Units  Estimated Accuracy
 GG0388;SPC OK N     -   158,300.      807,360.      MT  (+/- 180 meters Scaled)
 GG0388
 GG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA589321(NAD 83)
 GG0388
 GG0388                          SUPERSEDED SURVEY CONTROL
 GG0388
 GG0388  NGVD 29 (??/??/92)  181.680  (m)          596.06   (f) ADJ UNCH    1 2
 GG0388
 GG0388.Superseded values are not recommended for survey control.
 GG0388
 GG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0388.See file dsdata.pdf to determine how the superseded data were derived.
 GG0388
 GG0388_MARKER: R = RIVET
 GG0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0388_SP_SET: CULVERT HEADWALL
 GG0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0388+STABILITY: SURFACE MOTION
 GG0388
 GG0388  HISTORY     - Date     Condition        Report By
 GG0388  HISTORY     - UNK      MONUMENTED       MPRR
 GG0388  HISTORY     - 1959     GOOD             CGS
 GG0388  HISTORY     - 1960     GOOD             CGS
 GG0388
 GG0388                          STATION DESCRIPTION
 GG0388
 GG0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0388'3.7 MI S FROM OOLOGAH.
 GG0388'ABOUT 3.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0388'THE STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 7 POLES NORTH OF
 GG0388'MILEPOST 618, AT A 4- BY 4-FOOT CONCRETE CULVERT, AND IN THE
 GG0388'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0388'RIVET.
 GG0388
 GG0388                          STATION RECOVERY (1960)
 GG0388
 GG0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0390 ***********************************************************************
 GG0390  DESIGNATION -  RV 34
 GG0390  PID         -  GG0390
 GG0390  STATE/COUNTY-  OK/ROGERS
 GG0390  COUNTRY     -  US
 GG0390  USGS QUAD   -  OOLOGAH (2018)
 GG0390
 GG0390                         *CURRENT SURVEY CONTROL
 GG0390  ______________________________________________________________________
 GG0390* NAD 83(1986) POSITION- 36 23 19.     (N) 095 40 04.     (W)   SCALED
 GG0390* NAVD 88 ORTHO HEIGHT -   181.841 (meters)      596.59  (feet) ADJUSTED
 GG0390  ______________________________________________________________________
 GG0390  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 GG0390  DYNAMIC HEIGHT  -        181.686 (meters)      596.08  (feet) COMP
 GG0390  MODELED GRAVITY -    979,778.0   (mgal)                       NAVD 88
 GG0390
 GG0390  VERT ORDER      -  FIRST     CLASS II
 GG0390
 GG0390.The horizontal coordinates were scaled from a map and have
 GG0390.an estimated accuracy of +/- 6 seconds.
 GG0390
 GG0390.The orthometric height was determined by differential leveling and
 GG0390.adjusted by the NATIONAL GEODETIC SURVEY
 GG0390.in June 1991.
 GG0390
 GG0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0390.GEOID18 height accuracy estimate available here.
 GG0390
 GG0390.Click photographs - Photos may exist for this station.
 GG0390
 GG0390.The dynamic height is computed by dividing the NAVD 88
 GG0390.geopotential number by the normal gravity value computed on the
 GG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0390.degrees latitude (g = 980.6199 gals.).
 GG0390
 GG0390.The modeled gravity was interpolated from observed gravity values.
 GG0390
 GG0390;                    North         East    Units  Estimated Accuracy
 GG0390;SPC OK N     -   156,590.      809,220.      MT  (+/- 180 meters Scaled)
 GG0390
 GG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA607303(NAD 83)
 GG0390
 GG0390                          SUPERSEDED SURVEY CONTROL
 GG0390
 GG0390  NGVD 29 (??/??/92)  181.726  (m)          596.21   (f) ADJ UNCH    1 2
 GG0390
 GG0390.Superseded values are not recommended for survey control.
 GG0390
 GG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0390.See file dsdata.pdf to determine how the superseded data were derived.
 GG0390
 GG0390_MARKER: R = RIVET
 GG0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0390_SP_SET: BRIDGE
 GG0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0390
 GG0390  HISTORY     - Date     Condition        Report By
 GG0390  HISTORY     - UNK      MONUMENTED       MPRR
 GG0390  HISTORY     - 1959     GOOD             CGS
 GG0390  HISTORY     - 1960     GOOD             CGS
 GG0390  HISTORY     - 20161206 MARK NOT FOUND   OKDOT
 GG0390
 GG0390                          STATION DESCRIPTION
 GG0390
 GG0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0390'5.5 MI S FROM OOLOGAH.
 GG0390'ABOUT 5 1/2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 GG0390'FROM THE STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 14 POLES
 GG0390'NORTH OF MILEPOST 616, AT BRIDGE 159 OVER VERDIGRIS RIVER,
 GG0390'AND IN THE TOP OF THE WEST SIDE OF THE NORTH PIER.  A STANDARD
 GG0390'MONEL-METAL RIVET.
 GG0390
 GG0390                          STATION RECOVERY (1960)
 GG0390
 GG0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0390'RECOVERED IN GOOD CONDITION.
 GG0390
 GG0390                          STATION RECOVERY (2016)
 GG0390
 GG0390'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (BRE)
 GG0390'MARK NOT FOUND.  BELIEVE THAT THE PIER DESCRIBED IS A WOODEN PIER THAT
 GG0390'APPEARS TO HAVE BEEN CUT OFF AT GROUND LEVEL AND REPLACED BY CONCRETE
 GG0390'PIERS.  BRE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0391 ***********************************************************************
 GG0391  DESIGNATION -  RV 35
 GG0391  PID         -  GG0391
 GG0391  STATE/COUNTY-  OK/ROGERS
 GG0391  COUNTRY     -  US
 GG0391  USGS QUAD   -  OOLOGAH (2018)
 GG0391
 GG0391                         *CURRENT SURVEY CONTROL
 GG0391  ______________________________________________________________________
 GG0391* NAD 83(1986) POSITION- 36 22 49.54   (N) 095 39 47.86   (W)   HD_HELD1
 GG0391* NAVD 88 ORTHO HEIGHT -   184.485 (meters)      605.26  (feet) ADJUSTED
 GG0391  ______________________________________________________________________
 GG0391  GEOID HEIGHT    -        -29.195 (meters)                     GEOID18
 GG0391  DYNAMIC HEIGHT  -        184.328 (meters)      604.75  (feet) COMP
 GG0391  MODELED GRAVITY -    979,777.1   (mgal)                       NAVD 88
 GG0391
 GG0391  VERT ORDER      -  FIRST     CLASS II
 GG0391
 GG0391.The horizontal coordinates were determined by differentially corrected
 GG0391.hand held GPS observations or other comparable positioning techniques
 GG0391.and have an estimated accuracy of +/- 3 meters.
 GG0391
 GG0391.The orthometric height was determined by differential leveling and
 GG0391.adjusted by the NATIONAL GEODETIC SURVEY
 GG0391.in June 1991.
 GG0391
 GG0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0391.GEOID18 height accuracy estimate available here.
 GG0391
 GG0391.Click photographs - Photos may exist for this station.
 GG0391
 GG0391.The dynamic height is computed by dividing the NAVD 88
 GG0391.geopotential number by the normal gravity value computed on the
 GG0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0391.degrees latitude (g = 980.6199 gals.).
 GG0391
 GG0391.The modeled gravity was interpolated from observed gravity values.
 GG0391
 GG0391;                    North         East    Units  Estimated Accuracy
 GG0391;SPC OK N     -   155,686.5     809,639.2     MT  (+/- 3 meters HH1 GPS) 
 GG0391
 GG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6109629439(NAD 83)
 GG0391
 GG0391                          SUPERSEDED SURVEY CONTROL
 GG0391
 GG0391  NGVD 29 (??/??/92)  184.370  (m)          604.89   (f) ADJ UNCH    1 2
 GG0391
 GG0391.Superseded values are not recommended for survey control.
 GG0391
 GG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0391.See file dsdata.pdf to determine how the superseded data were derived.
 GG0391
 GG0391_MARKER: R = RIVET
 GG0391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0391_SP_SET: CULVERT HEADWALL
 GG0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0391+STABILITY: SURFACE MOTION
 GG0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0391+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2022
 GG0391
 GG0391  HISTORY     - Date     Condition        Report By
 GG0391  HISTORY     - UNK      MONUMENTED       MPRR
 GG0391  HISTORY     - 1960     GOOD             CGS
 GG0391  HISTORY     - 20161206 GOOD             OKDOT
 GG0391  HISTORY     - 20221215 GOOD             OKDOT
 GG0391
 GG0391                          STATION DESCRIPTION
 GG0391
 GG0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0391'6 MI S FROM OOLAGAH.
 GG0391'6.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0391'STATION AT OOLOGAH, ROGERS COUNTY, ABOUT 27-1/2 POLES NORTH
 GG0391'OF MILEPOST 615, AT A 6- BY 8-FOOT CONCRETE CULVERT, AND IN THE
 GG0391'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0391'RIVET.
 GG0391
 GG0391                          STATION RECOVERY (2016)
 GG0391
 GG0391'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (BRE)
 GG0391'MARK RECOVERED IN GOOD CONDITION.  APPROXIMATELY 11' W. OF WEST RAIL.
 GG0391'APPROXIMATELY 54' E OF E FACE CONCRETE BRIDGE ON NORTHHAVEN RD.
 GG0391'APPROXIMATELY 205' S OF MP 616 ALONG TRACKS. MARK HAS  GOOD SKY,
 GG0391'HOWEVER IS CLOSE TO AN ACTIVE TRACK AND MAY MAKE GPS A CHALLENGE.  BRE
 GG0391'
 GG0391
 GG0391                          STATION RECOVERY (2022)
 GG0391
 GG0391'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0391'MARK NEEDS TREES CUT TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0392 ***********************************************************************
 GG0392  DESIGNATION -  RV 36
 GG0392  PID         -  GG0392
 GG0392  STATE/COUNTY-  OK/ROGERS
 GG0392  COUNTRY     -  US
 GG0392  USGS QUAD   -  SAGEEYAH (2018)
 GG0392
 GG0392                         *CURRENT SURVEY CONTROL
 GG0392  ______________________________________________________________________
 GG0392* NAD 83(2011) POSITION- 36 22 19.37065(N) 095 39 13.62421(W)   ADJUSTED
 GG0392* NAD 83(2011) ELLIP HT-   167.208 (meters)        (11/01/23)   ADJUSTED
 GG0392* NAD 83(2011) EPOCH   -  2010.00
 GG0392* NAVD 88 ORTHO HEIGHT -   196.423 (meters)      644.43  (feet) ADJUSTED
 GG0392  ______________________________________________________________________
 GG0392  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 GG0392  NAD 83(2011) X  -   -506,551.193 (meters)                     COMP
 GG0392  NAD 83(2011) Y  - -5,116,746.618 (meters)                     COMP
 GG0392  NAD 83(2011) Z  -  3,761,610.701 (meters)                     COMP
 GG0392  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 GG0392  DYNAMIC HEIGHT  -        196.255 (meters)      643.88  (feet) COMP
 GG0392  MODELED GRAVITY -    979,775.9   (mgal)                       NAVD 88
 GG0392
 GG0392  VERT ORDER      -  FIRST     CLASS II
 GG0392
 GG0392  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0392  Standards:
 GG0392         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0392            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0392  -------------------------------------------------------------------
 GG0392  NETWORK    0.55   1.00           0.23   0.22   0.51     -0.00002660
 GG0392  -------------------------------------------------------------------
 GG0392  Click here for local accuracies and other accuracy information.
 GG0392
 GG0392.The horizontal coordinates were established by GPS observations
 GG0392.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0392
 GG0392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0392.been affixed to the stable North American tectonic plate. See 
 GG0392.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0392
 GG0392.The horizontal coordinates are valid at the epoch date displayed above
 GG0392.which is a decimal equivalence of Year/Month/Day.
 GG0392
 GG0392.The orthometric height was determined by differential leveling and
 GG0392.adjusted by the NATIONAL GEODETIC SURVEY
 GG0392.in June 1991.
 GG0392
 GG0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0392.GEOID18 height accuracy estimate available here.
 GG0392
 GG0392.Click photographs - Photos may exist for this station.
 GG0392
 GG0392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0392
 GG0392.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0392
 GG0392.The ellipsoidal height was determined by GPS observations
 GG0392.and is referenced to NAD 83.
 GG0392
 GG0392.The dynamic height is computed by dividing the NAVD 88
 GG0392.geopotential number by the normal gravity value computed on the
 GG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0392.degrees latitude (g = 980.6199 gals.).
 GG0392
 GG0392.The modeled gravity was interpolated from observed gravity values.
 GG0392
 GG0392. The following values were computed from the NAD 83(2011) position.
 GG0392
 GG0392;                    North         East     Units Scale Factor Converg.
 GG0392;SPC OK N     -   154,777.466   810,514.699   MT  0.99995176   +1 23 04.6
 GG0392;SPC OK N     -   507,799.07  2,659,163.64   sFT  0.99995176   +1 23 04.6
 GG0392;UTM  15      - 4,028,486.250   261,923.725   MT  1.00029840   -1 34 28.2
 GG0392
 GG0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0392!SPC OK N     -   0.99997376  x   0.99995176  =   0.99992552
 GG0392!UTM  15      -   0.99997376  x   1.00029840  =   1.00027215
 GG0392
 GG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6192328486(NAD 83)
 GG0392
 GG0392                          SUPERSEDED SURVEY CONTROL
 GG0392
 GG0392  NGVD 29 (??/??/92)  196.305  (m)          644.04   (f) ADJ UNCH    1 2
 GG0392
 GG0392.Superseded values are not recommended for survey control.
 GG0392
 GG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0392.See file dsdata.pdf to determine how the superseded data were derived.
 GG0392
 GG0392_MARKER: R = RIVET
 GG0392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0392_SP_SET: CULVERT HEADWALL
 GG0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0392+STABILITY: SURFACE MOTION
 GG0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0392+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2023
 GG0392
 GG0392  HISTORY     - Date     Condition        Report By
 GG0392  HISTORY     - UNK      MONUMENTED       MPRR
 GG0392  HISTORY     - 1960     GOOD             CGS
 GG0392  HISTORY     - 20230320 GOOD             OKDOT
 GG0392
 GG0392                          STATION DESCRIPTION
 GG0392
 GG0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0392'5.5 MI N FROM CLAREMORE.
 GG0392'5.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0392'STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 3 POLES NORTH OF
 GG0392'MILEPOST 615, AT A 2- BY 3-FOOT CONCRETE CULVERT, AND IN THE
 GG0392'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0392'RIVET.
 GG0392
 GG0392                          STATION RECOVERY (2023)
 GG0392
 GG0392'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0392'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0395 ***********************************************************************
 GG0395  DESIGNATION -  RV 37
 GG0395  PID         -  GG0395
 GG0395  STATE/COUNTY-  OK/ROGERS
 GG0395  COUNTRY     -  US
 GG0395  USGS QUAD   -  SAGEEYAH (2018)
 GG0395
 GG0395                         *CURRENT SURVEY CONTROL
 GG0395  ______________________________________________________________________
 GG0395* NAD 83(1986) POSITION- 36 21 39.     (N) 095 38 28.     (W)   SCALED
 GG0395* NAVD 88 ORTHO HEIGHT -   199.409 (meters)      654.23  (feet) ADJUSTED
 GG0395  ______________________________________________________________________
 GG0395  GEOID HEIGHT    -        -29.200 (meters)                     GEOID18
 GG0395  DYNAMIC HEIGHT  -        199.239 (meters)      653.67  (feet) COMP
 GG0395  MODELED GRAVITY -    979,775.2   (mgal)                       NAVD 88
 GG0395
 GG0395  VERT ORDER      -  FIRST     CLASS II
 GG0395
 GG0395.The horizontal coordinates were scaled from a map and have
 GG0395.an estimated accuracy of +/- 6 seconds.
 GG0395
 GG0395.The orthometric height was determined by differential leveling and
 GG0395.adjusted by the NATIONAL GEODETIC SURVEY
 GG0395.in June 1991.
 GG0395
 GG0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0395.GEOID18 height accuracy estimate available here.
 GG0395
 GG0395.Click photographs - Photos may exist for this station.
 GG0395
 GG0395.The dynamic height is computed by dividing the NAVD 88
 GG0395.geopotential number by the normal gravity value computed on the
 GG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0395.degrees latitude (g = 980.6199 gals.).
 GG0395
 GG0395.The modeled gravity was interpolated from observed gravity values.
 GG0395
 GG0395;                    North         East    Units  Estimated Accuracy
 GG0395;SPC OK N     -   153,560.      811,680.      MT  (+/- 180 meters Scaled)
 GG0395
 GG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA630272(NAD 83)
 GG0395
 GG0395                          SUPERSEDED SURVEY CONTROL
 GG0395
 GG0395  NGVD 29 (??/??/92)  199.292  (m)          653.84   (f) ADJ UNCH    1 2
 GG0395
 GG0395.Superseded values are not recommended for survey control.
 GG0395
 GG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0395.See file dsdata.pdf to determine how the superseded data were derived.
 GG0395
 GG0395_MARKER: R = RIVET
 GG0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0395_SP_SET: BOX CULVERT HEADWALL
 GG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0395+STABILITY: SURFACE MOTION
 GG0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0395+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 GG0395
 GG0395  HISTORY     - Date     Condition        Report By
 GG0395  HISTORY     - UNK      MONUMENTED       MPRR
 GG0395  HISTORY     - 1959     GOOD             CGS
 GG0395  HISTORY     - 1960     GOOD             CGS
 GG0395  HISTORY     - 20161206 GOOD             OKDOT
 GG0395
 GG0395                          STATION DESCRIPTION
 GG0395
 GG0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0395'4.4 MI N FROM CLAREMORE.
 GG0395'ABOUT 4.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0395'THE STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 1 POLE NORTH OF
 GG0395'MILEPOST 614, AT A 5- BY 5-FOOT CONCRETE CULVERT, AND IN THE
 GG0395'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0395'RIVET.
 GG0395
 GG0395                          STATION RECOVERY (1960)
 GG0395
 GG0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0395'RECOVERED IN GOOD CONDITION.
 GG0395
 GG0395                          STATION RECOVERY (2016)
 GG0395
 GG0395'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (BRE)
 GG0395'MARK RECOVERED IN GOOD CONDITION.  1959 DESCRIPTION IS INCORRECT,
 GG0395'RIVET IN CENTER OF 1919 DOUBLE 5' X 4' BOX CULVERT.  APPROXIMATELY 23'
 GG0395'WEST OF WEST RAIL.  APPROXIMATELY 26' EAST OF RIGHT OF WAY FENCE.
 GG0395'APPROXIMATELY 133' N OF MP 614 ALONG TRACK.  MARK IS TOO CLOSE TO THE
 GG0395'RAILROAD TRACKS TO GET AN ACCURATE GPS READING, HOWEVER IF YOU TRY,
 GG0395'WILL NEED TO REMOVE A FEW TREES.  BRE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0397 ***********************************************************************
 GG0397  DESIGNATION -  RV 39
 GG0397  PID         -  GG0397
 GG0397  STATE/COUNTY-  OK/ROGERS
 GG0397  COUNTRY     -  US
 GG0397  USGS QUAD   -  SAGEEYAH (2018)
 GG0397
 GG0397                         *CURRENT SURVEY CONTROL
 GG0397  ______________________________________________________________________
 GG0397* NAD 83(1986) POSITION- 36 21 14.     (N) 095 37 41.     (W)   SCALED
 GG0397* NAVD 88 ORTHO HEIGHT -   208.293 (meters)      683.37  (feet) ADJUSTED
 GG0397  ______________________________________________________________________
 GG0397  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 GG0397  DYNAMIC HEIGHT  -        208.115 (meters)      682.79  (feet) COMP
 GG0397  MODELED GRAVITY -    979,774.9   (mgal)                       NAVD 88
 GG0397
 GG0397  VERT ORDER      -  FIRST     CLASS II
 GG0397
 GG0397.The horizontal coordinates were scaled from a map and have
 GG0397.an estimated accuracy of +/- 6 seconds.
 GG0397
 GG0397.The orthometric height was determined by differential leveling and
 GG0397.adjusted by the NATIONAL GEODETIC SURVEY
 GG0397.in June 1991.
 GG0397
 GG0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0397.GEOID18 height accuracy estimate available here.
 GG0397
 GG0397.Click photographs - Photos may exist for this station.
 GG0397
 GG0397.The dynamic height is computed by dividing the NAVD 88
 GG0397.geopotential number by the normal gravity value computed on the
 GG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0397.degrees latitude (g = 980.6199 gals.).
 GG0397
 GG0397.The modeled gravity was interpolated from observed gravity values.
 GG0397
 GG0397;                    North         East    Units  Estimated Accuracy
 GG0397;SPC OK N     -   152,820.      812,870.      MT  (+/- 180 meters Scaled)
 GG0397
 GG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA641264(NAD 83)
 GG0397
 GG0397                          SUPERSEDED SURVEY CONTROL
 GG0397
 GG0397  NGVD 29 (??/??/92)  208.175  (m)          682.99   (f) ADJ UNCH    1 2
 GG0397
 GG0397.Superseded values are not recommended for survey control.
 GG0397
 GG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0397.See file dsdata.pdf to determine how the superseded data were derived.
 GG0397
 GG0397_MARKER: R = RIVET
 GG0397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0397_SP_SET: BOX CULVERT HEADWALL
 GG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0397+STABILITY: SURFACE MOTION
 GG0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0397+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 GG0397
 GG0397  HISTORY     - Date     Condition        Report By
 GG0397  HISTORY     - UNK      MONUMENTED       MPRR
 GG0397  HISTORY     - 1960     GOOD             CGS
 GG0397  HISTORY     - 20161206 GOOD             OKDOT
 GG0397
 GG0397                          STATION DESCRIPTION
 GG0397
 GG0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0397'3.5 MI N FROM CLAREMORE.
 GG0397'3.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FRM THE
 GG0397'STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 3 POLES NORTH OF
 GG0397'MILEPOST 613, AT A 2- BY 2-FOOT STONE BOX CULVERT, AND IN THE
 GG0397'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0397'RIVET.  NOTE-- THE RAILROAD IS RUNNING ABOUT DUE EAST AND WEST
 GG0397'AT THIS POINT AND THE MARK IS SOUTH OF THE RAIL.
 GG0397
 GG0397                          STATION RECOVERY (2016)
 GG0397
 GG0397'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (RJB)
 GG0397'CLOSE PROXIMITY TO THE TRACKS AND STEEP SLOPE SHOULD BE CONSIDERED
 GG0397'BEFORE ATTEMPTING GPS OBSERVATION. SMALL TREE ON RAIL ROAD RIGHT OF
 GG0397'WAY WOULD ALSO NEED TO BE CLEARED FOR SATELLITE OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0458 ***********************************************************************
 GG0458  DESIGNATION -  RV 4
 GG0458  PID         -  GG0458
 GG0458  STATE/COUNTY-  OK/NOWATA
 GG0458  COUNTRY     -  US
 GG0458  USGS QUAD   -  DELAWARE (2019)
 GG0458
 GG0458                         *CURRENT SURVEY CONTROL
 GG0458  ______________________________________________________________________
 GG0458* NAD 83(1986) POSITION- 36 52 19.64   (N) 095 38 07.59   (W)   HD_HELD1
 GG0458* NAVD 88 ORTHO HEIGHT -   222.283 (meters)      729.27  (feet) ADJUSTED
 GG0458  ______________________________________________________________________
 GG0458  GEOID HEIGHT    -        -29.553 (meters)                     GEOID18
 GG0458  DYNAMIC HEIGHT  -        222.102 (meters)      728.68  (feet) COMP
 GG0458  MODELED GRAVITY -    979,810.3   (mgal)                       NAVD 88
 GG0458
 GG0458  VERT ORDER      -  FIRST     CLASS II
 GG0458
 GG0458.The horizontal coordinates were determined by differentially corrected
 GG0458.hand held GPS observations or other comparable positioning techniques
 GG0458.and have an estimated accuracy of +/- 3 meters.
 GG0458
 GG0458.The orthometric height was determined by differential leveling and
 GG0458.adjusted by the NATIONAL GEODETIC SURVEY
 GG0458.in June 1991.
 GG0458
 GG0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0458.GEOID18 height accuracy estimate available here.
 GG0458
 GG0458.Click photographs - Photos may exist for this station.
 GG0458
 GG0458.The dynamic height is computed by dividing the NAVD 88
 GG0458.geopotential number by the normal gravity value computed on the
 GG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0458.degrees latitude (g = 980.6199 gals.).
 GG0458
 GG0458.The modeled gravity was interpolated from observed gravity values.
 GG0458
 GG0458;                    North         East    Units  Estimated Accuracy
 GG0458;SPC OK N     -   210,293.4     810,808.8     MT  (+/- 3 meters HH1 GPS) 
 GG0458
 GG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6509383929(NAD 83)
 GG0458
 GG0458                          SUPERSEDED SURVEY CONTROL
 GG0458
 GG0458  NGVD 29 (??/??/92)  222.147  (m)          728.83   (f) ADJ UNCH    1 2
 GG0458
 GG0458.Superseded values are not recommended for survey control.
 GG0458
 GG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0458.See file dsdata.pdf to determine how the superseded data were derived.
 GG0458
 GG0458_MARKER: R = RIVET
 GG0458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0458_SP_SET: CULVERT HEADWALL
 GG0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0458+STABILITY: SURFACE MOTION
 GG0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0458+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 GG0458
 GG0458  HISTORY     - Date     Condition        Report By
 GG0458  HISTORY     - UNK      MONUMENTED       MPRR
 GG0458  HISTORY     - 1933     GOOD             CGS
 GG0458  HISTORY     - 20221214 GOOD             OKDOT
 GG0458
 GG0458                          STATION DESCRIPTION
 GG0458
 GG0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0458'1.5 MI N FROM LENAPAH.
 GG0458'ABOUT 1.5 MILES NORTH ALONG THE MISSOURI PACIFIC RAILWAY
 GG0458'FROM THE STATION AT LENAPAH, NOWATA COUNTY, ABOUT 6 POLES NORTH
 GG0458'OF MILEPOST 652, AT A 3- BY 4-FOOT CONCRETE CULVERT, IN THE
 GG0458'TOP OF THE WEST HEAD WALL, 2.4 FEET SOUTH OF THE NORTH END,
 GG0458'AND 16.4 FEET WEST OF THE EAST RAIL.  A STANDARD MONEL-METAL
 GG0458'RIVET.
 GG0458
 GG0458                          STATION RECOVERY (2022)
 GG0458
 GG0458'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0245 ***********************************************************************
 GK0245  DESIGNATION -  RV 4
 GK0245  PID         -  GK0245
 GK0245  STATE/COUNTY-  OK/TEXAS
 GK0245  COUNTRY     -  US
 GK0245  USGS QUAD   -  OPTIMA (2018)
 GK0245
 GK0245                         *CURRENT SURVEY CONTROL
 GK0245  ______________________________________________________________________
 GK0245* NAD 83(1986) POSITION- 36 46 41.     (N) 101 19 50.     (W)   SCALED
 GK0245* NAVD 88 ORTHO HEIGHT -   906.064 (meters)     2972.65  (feet) ADJUSTED
 GK0245  ______________________________________________________________________
 GK0245  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 GK0245  DYNAMIC HEIGHT  -        905.137 (meters)     2969.60  (feet) COMP
 GK0245  MODELED GRAVITY -    979,577.6   (mgal)                       NAVD 88
 GK0245
 GK0245  VERT ORDER      -  FIRST     CLASS II
 GK0245
 GK0245.The horizontal coordinates were scaled from a map and have
 GK0245.an estimated accuracy of +/- 6 seconds.
 GK0245
 GK0245.The orthometric height was determined by differential leveling and
 GK0245.adjusted by the NATIONAL GEODETIC SURVEY
 GK0245.in June 1991.
 GK0245
 GK0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0245.GEOID18 height accuracy estimate available here.
 GK0245
 GK0245.Click photographs - Photos may exist for this station.
 GK0245
 GK0245.The dynamic height is computed by dividing the NAVD 88
 GK0245.geopotential number by the normal gravity value computed on the
 GK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0245.degrees latitude (g = 980.6199 gals.).
 GK0245
 GK0245.The modeled gravity was interpolated from observed gravity values.
 GK0245
 GK0245;                    North         East    Units  Estimated Accuracy
 GK0245;SPC OK N     -   202,390.      302,740.      MT  (+/- 180 meters Scaled)
 GK0245
 GK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF920727(NAD 83)
 GK0245
 GK0245                          SUPERSEDED SURVEY CONTROL
 GK0245
 GK0245  NGVD 29 (??/??/92)  905.640  (m)         2971.25   (f) ADJ UNCH    1 2
 GK0245
 GK0245.Superseded values are not recommended for survey control.
 GK0245
 GK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0245.See file dsdata.pdf to determine how the superseded data were derived.
 GK0245
 GK0245_MARKER: R = RIVET
 GK0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0245_SP_SET: ABUTMENT
 GK0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0245
 GK0245  HISTORY     - Date     Condition        Report By
 GK0245  HISTORY     - UNK      MONUMENTED       CGS
 GK0245  HISTORY     - 1934     GOOD             CGS
 GK0245  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0245
 GK0245                          STATION DESCRIPTION
 GK0245
 GK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0245'1.5 MI NE FROM OPTIMA.
 GK0245'1.5 MILES NORTHEAST OF OPTIMA DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GK0245'SET IN CONCRETE ABUTMENT OF BRIDGE NO. 4631.  IN THE EAST ABUTMENT AT
 GK0245'THE NORTH END.
 GK0245
 GK0245                          STATION RECOVERY (1965)
 GK0245
 GK0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0398 ***********************************************************************
 GG0398  DESIGNATION -  RV 40
 GG0398  PID         -  GG0398
 GG0398  STATE/COUNTY-  OK/ROGERS
 GG0398  COUNTRY     -  US
 GG0398  USGS QUAD   -  CLAREMORE (2019)
 GG0398
 GG0398                         *CURRENT SURVEY CONTROL
 GG0398  ______________________________________________________________________
 GG0398* NAD 83(1986) POSITION- 36 21 09.     (N) 095 37 14.     (W)   SCALED
 GG0398* NAVD 88 ORTHO HEIGHT -   207.673 (meters)      681.34  (feet) ADJUSTED
 GG0398  ______________________________________________________________________
 GG0398  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 GG0398  DYNAMIC HEIGHT  -        207.496 (meters)      680.76  (feet) COMP
 GG0398  MODELED GRAVITY -    979,775.0   (mgal)                       NAVD 88
 GG0398
 GG0398  VERT ORDER      -  FIRST     CLASS II
 GG0398
 GG0398.The horizontal coordinates were scaled from a map and have
 GG0398.an estimated accuracy of +/- 6 seconds.
 GG0398
 GG0398.The orthometric height was determined by differential leveling and
 GG0398.adjusted by the NATIONAL GEODETIC SURVEY
 GG0398.in June 1991.
 GG0398
 GG0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0398.GEOID18 height accuracy estimate available here.
 GG0398
 GG0398.Click photographs - Photos may exist for this station.
 GG0398
 GG0398.The dynamic height is computed by dividing the NAVD 88
 GG0398.geopotential number by the normal gravity value computed on the
 GG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0398.degrees latitude (g = 980.6199 gals.).
 GG0398
 GG0398.The modeled gravity was interpolated from observed gravity values.
 GG0398
 GG0398;                    North         East    Units  Estimated Accuracy
 GG0398;SPC OK N     -   152,680.      813,550.      MT  (+/- 180 meters Scaled)
 GG0398
 GG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA648262(NAD 83)
 GG0398
 GG0398                          SUPERSEDED SURVEY CONTROL
 GG0398
 GG0398  NGVD 29 (??/??/92)  207.556  (m)          680.96   (f) ADJ UNCH    1 2
 GG0398
 GG0398.Superseded values are not recommended for survey control.
 GG0398
 GG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0398.See file dsdata.pdf to determine how the superseded data were derived.
 GG0398
 GG0398_MARKER: R = RIVET
 GG0398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0398_SP_SET: CULVERT HEADWALL
 GG0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0398+STABILITY: SURFACE MOTION
 GG0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0398+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2016
 GG0398
 GG0398  HISTORY     - Date     Condition        Report By
 GG0398  HISTORY     - UNK      MONUMENTED       MPRR
 GG0398  HISTORY     - 1959     GOOD             CGS
 GG0398  HISTORY     - 1960     GOOD             CGS
 GG0398  HISTORY     - 20161206 GOOD             OKDOT
 GG0398
 GG0398                          STATION DESCRIPTION
 GG0398
 GG0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0398'3.1 MI N FROM CLAREMORE.
 GG0398'ABOUT 3.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0398'THE STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 20-1/4 POLES
 GG0398'NORTH OF MILEPOST 612, AT A 4- BY 6-FOOT CONCRETE CULVERT, AND
 GG0398'IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0398'MONEL-METAL RIVET.
 GG0398
 GG0398                          STATION RECOVERY (1960)
 GG0398
 GG0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0398'RECOVERED IN GOOD CONDITION.
 GG0398
 GG0398                          STATION RECOVERY (2016)
 GG0398
 GG0398'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (RJB)
 GG0398'CLOSE PROXIMITY TO THE TRACKS AND STEEP SLOPE SHOULD BE CONSIDERED
 GG0398'BEFORE ATTEMPTING GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0399 ***********************************************************************
 GG0399  DESIGNATION -  RV 41
 GG0399  PID         -  GG0399
 GG0399  STATE/COUNTY-  OK/ROGERS
 GG0399  COUNTRY     -  US
 GG0399  USGS QUAD   -  CLAREMORE (2019)
 GG0399
 GG0399                         *CURRENT SURVEY CONTROL
 GG0399  ______________________________________________________________________
 GG0399* NAD 83(2011) POSITION- 36 20 29.26894(N) 095 36 56.19525(W)   ADJUSTED
 GG0399* NAD 83(2011) ELLIP HT-   163.612 (meters)        (11/01/23)   ADJUSTED
 GG0399* NAD 83(2011) EPOCH   -  2010.00
 GG0399* NAVD 88 ORTHO HEIGHT -   192.837 (meters)      632.67  (feet) ADJUSTED
 GG0399  ______________________________________________________________________
 GG0399  GEOID HEIGHT    -        -29.206 (meters)                     GEOID18
 GG0399  NAD 83(2011) X  -   -503,338.513 (meters)                     COMP
 GG0399  NAD 83(2011) Y  - -5,119,082.353 (meters)                     COMP
 GG0399  NAD 83(2011) Z  -  3,758,875.369 (meters)                     COMP
 GG0399  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 GG0399  DYNAMIC HEIGHT  -        192.673 (meters)      632.13  (feet) COMP
 GG0399  MODELED GRAVITY -    979,774.2   (mgal)                       NAVD 88
 GG0399
 GG0399  VERT ORDER      -  FIRST     CLASS II
 GG0399
 GG0399  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0399  Standards:
 GG0399         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0399            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0399  -------------------------------------------------------------------
 GG0399  NETWORK    0.83   1.12           0.35   0.33   0.57     -0.08286396
 GG0399  -------------------------------------------------------------------
 GG0399  Click here for local accuracies and other accuracy information.
 GG0399
 GG0399.The horizontal coordinates were established by GPS observations
 GG0399.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0399
 GG0399.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0399.been affixed to the stable North American tectonic plate. See 
 GG0399.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0399
 GG0399.The horizontal coordinates are valid at the epoch date displayed above
 GG0399.which is a decimal equivalence of Year/Month/Day.
 GG0399
 GG0399.The orthometric height was determined by differential leveling and
 GG0399.adjusted by the NATIONAL GEODETIC SURVEY
 GG0399.in June 1991.
 GG0399
 GG0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0399.GEOID18 height accuracy estimate available here.
 GG0399
 GG0399.Click photographs - Photos may exist for this station.
 GG0399
 GG0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0399
 GG0399.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0399
 GG0399.The ellipsoidal height was determined by GPS observations
 GG0399.and is referenced to NAD 83.
 GG0399
 GG0399.The dynamic height is computed by dividing the NAVD 88
 GG0399.geopotential number by the normal gravity value computed on the
 GG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0399.degrees latitude (g = 980.6199 gals.).
 GG0399
 GG0399.The modeled gravity was interpolated from observed gravity values.
 GG0399
 GG0399. The following values were computed from the NAD 83(2011) position.
 GG0399
 GG0399;                    North         East     Units Scale Factor Converg.
 GG0399;SPC OK N     -   151,468.353   814,022.586   MT  0.99995000   +1 24 25.7
 GG0399;SPC OK N     -   496,942.42  2,670,672.43   sFT  0.99995000   +1 24 25.7
 GG0399;UTM  15      - 4,024,999.319   265,257.271   MT  1.00027899   -1 33 02.6
 GG0399
 GG0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0399!SPC OK N     -   0.99997432  x   0.99995000  =   0.99992432
 GG0399!UTM  15      -   0.99997432  x   1.00027899  =   1.00025331
 GG0399
 GG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6525724999(NAD 83)
 GG0399
 GG0399                          SUPERSEDED SURVEY CONTROL
 GG0399
 GG0399  NGVD 29 (??/??/92)  192.720  (m)          632.28   (f) ADJ UNCH    1 2
 GG0399
 GG0399.Superseded values are not recommended for survey control.
 GG0399
 GG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0399.See file dsdata.pdf to determine how the superseded data were derived.
 GG0399
 GG0399_MARKER: R = RIVET
 GG0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0399_SP_SET: CULVERT HEADWALL
 GG0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0399+STABILITY: SURFACE MOTION
 GG0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0399+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2023
 GG0399
 GG0399  HISTORY     - Date     Condition        Report By
 GG0399  HISTORY     - UNK      MONUMENTED       MPRR
 GG0399  HISTORY     - 1939     GOOD             CGS
 GG0399  HISTORY     - 1960     GOOD             CGS
 GG0399  HISTORY     - 20130315 GOOD             GEOCAC
 GG0399  HISTORY     - 20150720 GOOD             INDIV
 GG0399  HISTORY     - 20161206 GOOD             OKDOT
 GG0399  HISTORY     - 20230323 GOOD             OKDOT
 GG0399
 GG0399                          STATION DESCRIPTION
 GG0399
 GG0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GG0399'2.2 MI N FROM CLAREMORE.
 GG0399'ABOUT 2.2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0399'THE STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 24 POLES NORTH OF
 GG0399'MILEPOST 611, AT A DOUBLE 5- BY 5-FOOT CONCRETE CULVERT, AND
 GG0399'IN THE CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD
 GG0399'MONEL-METAL RIVET.
 GG0399
 GG0399                          STATION RECOVERY (1960)
 GG0399
 GG0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0399'RECOVERED IN GOOD CONDITION.
 GG0399
 GG0399                          STATION RECOVERY (2013)
 GG0399
 GG0399'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 GG0399'RECOVERED IN GOOD CONDITION.
 GG0399
 GG0399                          STATION RECOVERY (2015)
 GG0399
 GG0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (BLK)
 GG0399'RECOVERED IN GOOD CONDITION.
 GG0399'
 GG0399
 GG0399                          STATION RECOVERY (2016)
 GG0399
 GG0399'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (RJB)
 GG0399'CLOSE PROXIMITY TO THE TRACKS AND STEEP SLOPE SHOULD BE CONSIDERED
 GG0399'BEFORE ATTEMPTING GPS OBSERVATION.
 GG0399
 GG0399                          STATION RECOVERY (2023)
 GG0399
 GG0399'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0399'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0280 ***********************************************************************
 GJ0280  DESIGNATION -  RV 6
 GJ0280  PID         -  GJ0280
 GJ0280  STATE/COUNTY-  OK/ELLIS
 GJ0280  COUNTRY     -  US
 GJ0280  USGS QUAD   -  GOODWIN (2018)
 GJ0280
 GJ0280                         *CURRENT SURVEY CONTROL
 GJ0280  ______________________________________________________________________
 GJ0280* NAD 83(1986) POSITION- 36 07 45.     (N) 099 59 26.     (W)   SCALED
 GJ0280* NAVD 88 ORTHO HEIGHT -   780.057 (meters)     2559.24  (feet) ADJUSTED
 GJ0280  ______________________________________________________________________
 GJ0280  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GJ0280  DYNAMIC HEIGHT  -        779.250 (meters)     2556.59  (feet) COMP
 GJ0280  MODELED GRAVITY -    979,572.1   (mgal)                       NAVD 88
 GJ0280
 GJ0280  VERT ORDER      -  FIRST     CLASS II
 GJ0280
 GJ0280.The horizontal coordinates were scaled from a map and have
 GJ0280.an estimated accuracy of +/- 6 seconds.
 GJ0280
 GJ0280.The orthometric height was determined by differential leveling and
 GJ0280.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0280.in June 1991.
 GJ0280
 GJ0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0280.GEOID18 height accuracy estimate available here.
 GJ0280
 GJ0280.Click photographs - Photos may exist for this station.
 GJ0280
 GJ0280.The dynamic height is computed by dividing the NAVD 88
 GJ0280.geopotential number by the normal gravity value computed on the
 GJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0280.degrees latitude (g = 980.6199 gals.).
 GJ0280
 GJ0280.The modeled gravity was interpolated from observed gravity values.
 GJ0280
 GJ0280;                    North         East    Units  Estimated Accuracy
 GJ0280;SPC OK N     -   127,120.      420,840.      MT  (+/- 180 meters Scaled)
 GJ0280
 GJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME108987(NAD 83)
 GJ0280
 GJ0280                          SUPERSEDED SURVEY CONTROL
 GJ0280
 GJ0280  NGVD 29 (??/??/92)  779.732  (m)         2558.17   (f) ADJ UNCH    1 2
 GJ0280
 GJ0280.Superseded values are not recommended for survey control.
 GJ0280
 GJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0280.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0280
 GJ0280_MARKER: R = RIVET
 GJ0280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0280_SP_SET: CULVERT HEADWALL
 GJ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0280+STABILITY: SURFACE MOTION
 GJ0280
 GJ0280  HISTORY     - Date     Condition        Report By
 GJ0280  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0280  HISTORY     - 1934     GOOD             CGS
 GJ0280  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0280
 GJ0280                          STATION DESCRIPTION
 GJ0280
 GJ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0280'1.9 MI NE FROM HIGGINS.
 GJ0280'1.9 MILES NORTHEAST OF NEW HIGGINS HOTEL, AT HIGGINS IN THE
 GJ0280'TOP OF SOUTH CONCRETE HEADWALL OF CULVERT 426A.  21 FEET SOUTH
 GJ0280'OF THE CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
 GJ0280
 GJ0280                          STATION RECOVERY (1970)
 GJ0280
 GJ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0281 ***********************************************************************
 GJ0281  DESIGNATION -  RV 7
 GJ0281  PID         -  GJ0281
 GJ0281  STATE/COUNTY-  OK/ELLIS
 GJ0281  COUNTRY     -  US
 GJ0281  USGS QUAD   -  GOODWIN (2018)
 GJ0281
 GJ0281                         *CURRENT SURVEY CONTROL
 GJ0281  ______________________________________________________________________
 GJ0281* NAD 83(1986) POSITION- 36 08 31.     (N) 099 58 14.     (W)   SCALED
 GJ0281* NAVD 88 ORTHO HEIGHT -   772.904 (meters)     2535.77  (feet) ADJUSTED
 GJ0281  ______________________________________________________________________
 GJ0281  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 GJ0281  DYNAMIC HEIGHT  -        772.105 (meters)     2533.15  (feet) COMP
 GJ0281  MODELED GRAVITY -    979,574.4   (mgal)                       NAVD 88
 GJ0281
 GJ0281  VERT ORDER      -  FIRST     CLASS II
 GJ0281
 GJ0281.The horizontal coordinates were scaled from a map and have
 GJ0281.an estimated accuracy of +/- 6 seconds.
 GJ0281
 GJ0281.The orthometric height was determined by differential leveling and
 GJ0281.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0281.in June 1991.
 GJ0281
 GJ0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0281.GEOID18 height accuracy estimate available here.
 GJ0281
 GJ0281.Click photographs - Photos may exist for this station.
 GJ0281
 GJ0281.The dynamic height is computed by dividing the NAVD 88
 GJ0281.geopotential number by the normal gravity value computed on the
 GJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0281.degrees latitude (g = 980.6199 gals.).
 GJ0281
 GJ0281.The modeled gravity was interpolated from observed gravity values.
 GJ0281
 GJ0281;                    North         East    Units  Estimated Accuracy
 GJ0281;SPC OK N     -   128,500.      422,670.      MT  (+/- 180 meters Scaled)
 GJ0281
 GJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF126001(NAD 83)
 GJ0281
 GJ0281                          SUPERSEDED SURVEY CONTROL
 GJ0281
 GJ0281  NGVD 29 (??/??/92)  772.580  (m)         2534.71   (f) ADJ UNCH    1 2
 GJ0281
 GJ0281.Superseded values are not recommended for survey control.
 GJ0281
 GJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0281.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0281
 GJ0281_MARKER: R = RIVET
 GJ0281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0281_SP_SET: CULVERT HEADWALL
 GJ0281_MARK LOGO: NONE
 GJ0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0281+STABILITY: SURFACE MOTION
 GJ0281
 GJ0281  HISTORY     - Date     Condition        Report By
 GJ0281  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0281  HISTORY     - 1934     GOOD             CGS
 GJ0281  HISTORY     - 19950623 GOOD             OKDOT
 GJ0281
 GJ0281                          STATION DESCRIPTION
 GJ0281
 GJ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0281'3.4 MI NE FROM HIGGINS.
 GJ0281'3.4 MILES NORTHEAST OF NEW HIGGINS HOTEL.  AT HIGGINS IN THE
 GJ0281'TOP OF THE EAST CONCRETE HEADWALL OF CULVERT 425B.  30 FEET
 GJ0281'SOUTH OF THE SEVENTH TELEGRAPH POLE SOUTH OF MILE POST 425.
 GJ0281
 GJ0281                          STATION RECOVERY (1995)
 GJ0281
 GJ0281'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 GJ0281'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0285 ***********************************************************************
 GJ0285  DESIGNATION -  RV 8
 GJ0285  PID         -  GJ0285
 GJ0285  STATE/COUNTY-  OK/ELLIS
 GJ0285  COUNTRY     -  US
 GJ0285  USGS QUAD   -  GOODWIN (2018)
 GJ0285
 GJ0285                         *CURRENT SURVEY CONTROL
 GJ0285  ______________________________________________________________________
 GJ0285* NAD 83(1986) POSITION- 36 10 49.     (N) 099 56 53.     (W)   SCALED
 GJ0285* NAVD 88 ORTHO HEIGHT -   745.094 (meters)     2444.53  (feet) ADJUSTED
 GJ0285  ______________________________________________________________________
 GJ0285  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0285  DYNAMIC HEIGHT  -        744.328 (meters)     2442.02  (feet) COMP
 GJ0285  MODELED GRAVITY -    979,580.6   (mgal)                       NAVD 88
 GJ0285
 GJ0285  VERT ORDER      -  FIRST     CLASS II
 GJ0285
 GJ0285.The horizontal coordinates were scaled from a map and have
 GJ0285.an estimated accuracy of +/- 6 seconds.
 GJ0285
 GJ0285.The orthometric height was determined by differential leveling and
 GJ0285.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0285.in June 1991.
 GJ0285
 GJ0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0285.GEOID18 height accuracy estimate available here.
 GJ0285
 GJ0285.Click photographs - Photos may exist for this station.
 GJ0285
 GJ0285.The dynamic height is computed by dividing the NAVD 88
 GJ0285.geopotential number by the normal gravity value computed on the
 GJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0285.degrees latitude (g = 980.6199 gals.).
 GJ0285
 GJ0285.The modeled gravity was interpolated from observed gravity values.
 GJ0285
 GJ0285;                    North         East    Units  Estimated Accuracy
 GJ0285;SPC OK N     -   132,710.      424,780.      MT  (+/- 180 meters Scaled)
 GJ0285
 GJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF147043(NAD 83)
 GJ0285
 GJ0285                          SUPERSEDED SURVEY CONTROL
 GJ0285
 GJ0285  NGVD 29 (??/??/92)  744.776  (m)         2443.49   (f) ADJ UNCH    1 2
 GJ0285
 GJ0285.Superseded values are not recommended for survey control.
 GJ0285
 GJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0285.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0285
 GJ0285_MARKER: R = RIVET
 GJ0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0285_SP_SET: CULVERT HEADWALL
 GJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0285+STABILITY: SURFACE MOTION
 GJ0285
 GJ0285  HISTORY     - Date     Condition        Report By
 GJ0285  HISTORY     - UNK      MONUMENTED       ATSFRR
 GJ0285  HISTORY     - 1934     GOOD             CGS
 GJ0285
 GJ0285                          STATION DESCRIPTION
 GJ0285
 GJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0285'6.5 MI NE FROM HIGGINS.
 GJ0285'6.5 MILES NORTHEAST OF NEW HIGGINS HOTEL, AT HIGGINS IN THE
 GJ0285'TOP OF THE NORTHEAST CORNER OF CONCRETE HEADWALL OF ARCH CULVERT
 GJ0285'422A.  33 FEET EAST OF THE CENTERLINE OF THE ATCHISON TOPEKA
 GJ0285'AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0464 ***********************************************************************
 GG0464  DESIGNATION -  RV 8
 GG0464  PID         -  GG0464
 GG0464  STATE/COUNTY-  OK/NOWATA
 GG0464  COUNTRY     -  US
 GG0464  USGS QUAD   -  DELAWARE (2019)
 GG0464
 GG0464                         *CURRENT SURVEY CONTROL
 GG0464  ______________________________________________________________________
 GG0464* NAD 83(1986) POSITION- 36 46 55.45   (N) 095 38 37.11   (W)   HD_HELD1
 GG0464* NAVD 88 ORTHO HEIGHT -   221.602 (meters)      727.04  (feet) ADJUSTED
 GG0464  ______________________________________________________________________
 GG0464  GEOID HEIGHT    -        -29.457 (meters)                     GEOID18
 GG0464  DYNAMIC HEIGHT  -        221.419 (meters)      726.44  (feet) COMP
 GG0464  MODELED GRAVITY -    979,802.6   (mgal)                       NAVD 88
 GG0464
 GG0464  VERT ORDER      -  FIRST     CLASS II
 GG0464
 GG0464.The horizontal coordinates were determined by differentially corrected
 GG0464.hand held GPS observations or other comparable positioning techniques
 GG0464.and have an estimated accuracy of +/- 3 meters.
 GG0464
 GG0464.The orthometric height was determined by differential leveling and
 GG0464.adjusted by the NATIONAL GEODETIC SURVEY
 GG0464.in June 1991.
 GG0464
 GG0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0464.GEOID18 height accuracy estimate available here.
 GG0464
 GG0464.Click photographs - Photos may exist for this station.
 GG0464
 GG0464.The dynamic height is computed by dividing the NAVD 88
 GG0464.geopotential number by the normal gravity value computed on the
 GG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0464.degrees latitude (g = 980.6199 gals.).
 GG0464
 GG0464.The modeled gravity was interpolated from observed gravity values.
 GG0464
 GG0464;                    North         East    Units  Estimated Accuracy
 GG0464;SPC OK N     -   200,284.9     810,320.4     MT  (+/- 3 meters HH1 GPS) 
 GG0464
 GG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6408573957(NAD 83)
 GG0464
 GG0464                          SUPERSEDED SURVEY CONTROL
 GG0464
 GG0464  NGVD 29 (??/??/92)  221.465  (m)          726.59   (f) ADJ UNCH    1 2
 GG0464
 GG0464.Superseded values are not recommended for survey control.
 GG0464
 GG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0464.See file dsdata.pdf to determine how the superseded data were derived.
 GG0464
 GG0464_MARKER: R = RIVET
 GG0464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0464_SP_SET: CULVERT HEADWALL
 GG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0464+STABILITY: SURFACE MOTION
 GG0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0464+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 GG0464
 GG0464  HISTORY     - Date     Condition        Report By
 GG0464  HISTORY     - UNK      MONUMENTED       MPRR
 GG0464  HISTORY     - 1933     GOOD             CGS
 GG0464  HISTORY     - 20221214 GOOD             OKDOT
 GG0464
 GG0464                          STATION DESCRIPTION
 GG0464
 GG0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0464'0.3 MI N FROM DELAWARE.
 GG0464'ABOUT 0.3 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 GG0464'THE STATION AT DELAWARE, NOWATA COUNTY, ABOUT 30 POLES NORTH
 GG0464'OF MILEPOST 645, AT A 3- BY 5-FOOT CONCRETE CULVERT, AND IN THE
 GG0464'CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
 GG0464'RIVET.
 GG0464
 GG0464                          STATION RECOVERY (2022)
 GG0464
 GG0464'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0464'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0288 ***********************************************************************
 GJ0288  DESIGNATION -  RV 9
 GJ0288  PID         -  GJ0288
 GJ0288  STATE/COUNTY-  OK/ELLIS
 GJ0288  COUNTRY     -  US
 GJ0288  USGS QUAD   -  GOODWIN (2018)
 GJ0288
 GJ0288                         *CURRENT SURVEY CONTROL
 GJ0288  ______________________________________________________________________
 GJ0288* NAD 83(1986) POSITION- 36 14 04.     (N) 099 54 25.     (W)   SCALED
 GJ0288* NAVD 88 ORTHO HEIGHT -   707.309 (meters)     2320.56  (feet) ADJUSTED
 GJ0288  ______________________________________________________________________
 GJ0288  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GJ0288  DYNAMIC HEIGHT  -        706.590 (meters)     2318.20  (feet) COMP
 GJ0288  MODELED GRAVITY -    979,592.5   (mgal)                       NAVD 88
 GJ0288
 GJ0288  VERT ORDER      -  FIRST     CLASS II
 GJ0288
 GJ0288.The horizontal coordinates were scaled from a map and have
 GJ0288.an estimated accuracy of +/- 6 seconds.
 GJ0288
 GJ0288.The orthometric height was determined by differential leveling and
 GJ0288.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0288.in June 1991.
 GJ0288
 GJ0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0288.GEOID18 height accuracy estimate available here.
 GJ0288
 GJ0288.Click photographs - Photos may exist for this station.
 GJ0288
 GJ0288.The dynamic height is computed by dividing the NAVD 88
 GJ0288.geopotential number by the normal gravity value computed on the
 GJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0288.degrees latitude (g = 980.6199 gals.).
 GJ0288
 GJ0288.The modeled gravity was interpolated from observed gravity values.
 GJ0288
 GJ0288;                    North         East    Units  Estimated Accuracy
 GJ0288;SPC OK N     -   138,650.      428,590.      MT  (+/- 180 meters Scaled)
 GJ0288
 GJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF185103(NAD 83)
 GJ0288
 GJ0288                          SUPERSEDED SURVEY CONTROL
 GJ0288
 GJ0288  NGVD 29 (??/??/92)  707.002  (m)         2319.56   (f) ADJ UNCH    1 2
 GJ0288
 GJ0288.Superseded values are not recommended for survey control.
 GJ0288
 GJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0288.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0288
 GJ0288_MARKER: R = RIVET
 GJ0288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0288_SP_SET: CULVERT HEADWALL
 GJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0288+STABILITY: SURFACE MOTION
 GJ0288
 GJ0288  HISTORY     - Date     Condition        Report By
 GJ0288  HISTORY     - UNK      MONUMENTED
 GJ0288  HISTORY     - 1934     GOOD             CGS
 GJ0288
 GJ0288                          STATION DESCRIPTION
 GJ0288
 GJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0288'3.4 MI SW FROM SHATTUCK.
 GJ0288'3.4 MILES SOUTHWEST OF RAILROAD PARK, AT SHATTUCK IN THE TOP
 GJ0288'OF THE SOUTHWEST CORNER OF CONCRETE ARCH CULVERT 417B.  30
 GJ0288'FEET WEST OF THE CENTERLINE OF THE ATCHISON TOPEKA AND SANTA
 GJ0288'FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8100 ***********************************************************************
 AJ8100  PACS        -  This is a Primary Airport Control Station.
 AJ8100  DESIGNATION -  RVS A
 AJ8100  PID         -  AJ8100
 AJ8100  STATE/COUNTY-  OK/TULSA
 AJ8100  COUNTRY     -  US
 AJ8100  USGS QUAD   -  JENKS (2019)
 AJ8100
 AJ8100                         *CURRENT SURVEY CONTROL
 AJ8100  ______________________________________________________________________
 AJ8100* NAD 83(2011) POSITION- 36 02 07.44443(N) 095 59 09.49131(W)   ADJUSTED
 AJ8100* NAD 83(2011) ELLIP HT-   159.671 (meters)        (06/27/12)   ADJUSTED
 AJ8100* NAD 83(2011) EPOCH   -  2010.00
 AJ8100* NAVD 88 ORTHO HEIGHT -   188.55  (meters)      618.6   (feet) GPS OBS
 AJ8100  ______________________________________________________________________
 AJ8100  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8100  GEOID HEIGHT    -        -28.823 (meters)                     GEOID99
 AJ8100  GEOID HEIGHT    -        -28.913 (meters)                     GEOID18
 AJ8100  NAD 83(2011) X  -   -538,508.395 (meters)                     COMP
 AJ8100  NAD 83(2011) Y  - -5,135,662.122 (meters)                     COMP
 AJ8100  NAD 83(2011) Z  -  3,731,462.791 (meters)                     COMP
 AJ8100  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 AJ8100
 AJ8100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8100  Standards:
 AJ8100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8100  -------------------------------------------------------------------
 AJ8100  NETWORK    0.79   2.10           0.37   0.25   1.07     -0.09257274
 AJ8100  -------------------------------------------------------------------
 AJ8100  Click here for local accuracies and other accuracy information.
 AJ8100
 AJ8100.This mark is at Richard Lloyd Jones Jr Airport (RVS)
 AJ8100
 AJ8100.The horizontal coordinates were established by GPS observations
 AJ8100.and adjusted by the National Geodetic Survey in June 2012.
 AJ8100
 AJ8100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8100.been affixed to the stable North American tectonic plate. See 
 AJ8100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8100
 AJ8100.The horizontal coordinates are valid at the epoch date displayed above
 AJ8100.which is a decimal equivalence of Year/Month/Day.
 AJ8100
 AJ8100.The orthometric height was determined by GPS observations and a
 AJ8100.high-resolution geoid model.
 AJ8100
 AJ8100.GPS derived orthometric heights for airport stations designated as
 AJ8100.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8100.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8100.not indicate centimeter accuracy relative to other marks which are
 AJ8100.part of the published vertical control network.
 AJ8100
 AJ8100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8100.GEOID18 height accuracy estimate available here.
 AJ8100
 AJ8100.Click photographs - Photos may exist for this station.
 AJ8100
 AJ8100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8100
 AJ8100.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8100
 AJ8100.The ellipsoidal height was determined by GPS observations
 AJ8100.and is referenced to NAD 83.
 AJ8100
 AJ8100. The following values were computed from the NAD 83(2011) position.
 AJ8100
 AJ8100;                    North         East     Units Scale Factor Converg.
 AJ8100;SPC OK N     -   116,762.988   781,488.748   MT  0.99994805   +1 11 18.9
 AJ8100;SPC OK N     -   383,079.90  2,563,934.33   sFT  0.99994805   +1 11 18.9
 AJ8100;UTM  15      - 3,992,001.267   230,964.166   MT  1.00049195   -1 45 27.6
 AJ8100;UTM  14      - 3,992,079.238   771,564.794   MT  1.00050880   +1 46 27.1
 AJ8100
 AJ8100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8100!SPC OK N     -   0.99997494  x   0.99994805  =   0.99992299
 AJ8100!UTM  15      -   0.99997494  x   1.00049195  =   1.00046688
 AJ8100!UTM  14      -   0.99997494  x   1.00050880  =   1.00048373
 AJ8100
 AJ8100:                Primary Azimuth Mark                     Grid Az
 AJ8100:SPC OK N     -  RVS C                                    207 30 34.7
 AJ8100:UTM  15      -  RVS C                                    210 27 21.2
 AJ8100:UTM  14      -  RVS C                                    206 55 26.5
 AJ8100
 AJ8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3096492001(NAD 83)
 AJ8100
 AJ8100|---------------------------------------------------------------------|
 AJ8100| PID    Reference Object                     Distance      Geod. Az  |
 AJ8100|                                                           dddmmss.s |
 AJ8100| AJ8101 RVS C                               APPROX. 0.5 KM 2084153.6 |
 AJ8100| AC8706 RVS D 1992                          286.155 METERS 23036     |
 AJ8100|---------------------------------------------------------------------|
 AJ8100
 AJ8100                          SUPERSEDED SURVEY CONTROL
 AJ8100
 AJ8100  NAD 83(2007)-  36 02 07.44454(N)    095 59 09.49215(W) AD(2002.00) 0
 AJ8100  ELLIP H (02/10/07)  159.689  (m)                       GP(2002.00)    
 AJ8100  NAD 83(1993)-  36 02 07.44427(N)    095 59 09.49219(W) AD(       ) B
 AJ8100  ELLIP H (03/07/02)  159.697  (m)                       GP(       ) 4 2
 AJ8100
 AJ8100.Superseded values are not recommended for survey control.
 AJ8100
 AJ8100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8100.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8100
 AJ8100_MARKER: F = FLANGE-ENCASED ROD
 AJ8100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8100_STAMPING: RVS A 2001
 AJ8100_MARK LOGO: NGS
 AJ8100_PROJECTION: FLUSH
 AJ8100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8100+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2024
 AJ8100_ROD/PIPE-DEPTH: 9.8 meters
 AJ8100_SLEEVE-DEPTH  : 0.9 meters
 AJ8100
 AJ8100  HISTORY     - Date     Condition        Report By
 AJ8100  HISTORY     - 20010518 MONUMENTED       MSAM
 AJ8100  HISTORY     - 20021125 GOOD             NGS
 AJ8100  HISTORY     - 20140401 GOOD             WOOLPT
 AJ8100  HISTORY     - 20191001 GOOD             WOOLPT
 AJ8100  HISTORY     - 20241029 GOOD             LOCENG
 AJ8100
 AJ8100                          STATION DESCRIPTION
 AJ8100
 AJ8100'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8100'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTH OF TULSA, OKLAHOMA
 AJ8100'AND 12.2 KM (7.6 MI) NORTHEAST OF SAPULPA, OKLAHOMA.
 AJ8100'
 AJ8100'THE STATION IS LOCATED AT THE RICHARD LLOYD JONES, JR. AIRPORT.  IT IS
 AJ8100'IN THE SOUTH SECTION OF THE AIRPORT, SOUTHEAST OF RUNWAY 1L-19R AND
 AJ8100'NORTHEAST OF RUNWAY 1R-19L AND SOUTHWEST OF A WINDSOCK AND NORTH OF A
 AJ8100'GLIDE SLOPE BUILDING.  THIS IS A CONTROLLED AIRPORT.  PERMISSION TO
 AJ8100'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT
 AJ8100'STEVE MUSHRUSH AT 918-299-5886.  OWNERSHIP--RICHARD LLOYD JONES, JR.
 AJ8100'AIRPORT.
 AJ8100'
 AJ8100'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 44
 AJ8100'(EXIT 224) AND INTERSTATE HIGHWAY 75, GO SOUTH FOR 4.8 KM (3.0 MI) TO
 AJ8100'W 81ST.  EXIT RIGHT, TURN LEFT (EAST) FOR 1.3 KM (0.8 MI) TO A
 AJ8100'CROSSROAD.  TURN RIGHT (SOUTH) FOR 1.1 KM (0.7 MI) TO THE AIRPORT
 AJ8100'ENTRANCE ON THE LEFT, TURN LEFT (EAST) FOR 0.1 KM (0.05 MI) ON JONES
 AJ8100'ROAD, TO A CROSSROAD.  TURN LEFT (NORTH) FOR 0.1 KM (0.05 MI) ON
 AJ8100'AIRPORT WAY TO A SIDE ROAD ON YOUR RIGHT.  TURN RIGHT (EAST) FOR 0.15
 AJ8100'KM (0.1 MI) ON CESSNA DRIVE TO A SIDE ROAD ON YOUR RIGHT.  TURN RIGHT
 AJ8100'(SOUTH) FOR 0.1 KM (0.05 MI) ON JACK BATES DRIVE, TO A DRIVE ON YOUR
 AJ8100'LEFT.  TURN LEFT (EAST) PASSING BETWEEN THE FIXED BASED OPERATION
 AJ8100'OFFICE ON THE SOUTH AND A FLIGHT TRAINING SCHOOL ON THE NORTH, FOR 0.1
 AJ8100'KM (0.05 MI) TO THE GATE. PASS THROUGH THE GATE, CONTINUE EAST ONTO
 AJ8100'THE RAMP FOR 0.1 KM (0.05 MI).  TURN RIGHT (SOUTH) FOR 0.5 KM (0.3 MI)
 AJ8100'TO THE GRASS AREA SOUTH OF THE RAMP.  TURN LEFT (EAST) ON THE GRASS
 AJ8100'AREA FOR 0.3 KM (0.2 MI) PASS RUNWAY 1L-19R.  TURN LEFT (NORTH)
 AJ8100'STAYING ON THE GRASS AREA FOR 0.3 KM (0.2 MI) TO A TAXIWAY AND A
 AJ8100'ROADWAY LEADING TO THE GLIDE SLOPE BUILDING, THE ROAD IS WEST OF
 AJ8100'RUNWAY 1R-19L. BEAR LEFT, NORTHWEST ON THE GLIDE SLOPE ROAD FOR 0.3 KM
 AJ8100'(0.2 MI) TO THE END OF THE ROAD AND THE STATION AHEAD ON THE LEFT.
 AJ8100'
 AJ8100'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8100'TO REFUSAL AT A DEPTH OF 8.3 M (27.2 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8100'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8100'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8100'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 46.4
 AJ8100'M (152.2 FT) WEST OF THE WEST EDGE OF AN ASPHALT DRIVE LEADING TO A
 AJ8100'WINDSOCK AND A WEATHER STATION, 16.7 M (54.8 FT) NORTH OF THE
 AJ8100'NORTHWEST CORNER OF THE GLIDE SLOPE BUILDING, 9.2 M (30.2 FT)
 AJ8100'NORTH-NORTHWEST OF A CHISELED X IN THE NORTHWEST CORNER OF THE
 AJ8100'CONCRETE DRIVE LEADING TO THE GLIDE SLOPE BUILDING, 0.3 M (1.  FT)
 AJ8100'SOUTH OF A CARSONITE WITNESS POST AND 0.3 M (1. FT) NORTH OF A
 AJ8100'CARSONITE WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY
 AJ8100'AIRPORT CONTROL STATION.
 AJ8100
 AJ8100                          STATION RECOVERY (2002)
 AJ8100
 AJ8100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8100'RECOVERED AS DESCRIBED.
 AJ8100
 AJ8100                          STATION RECOVERY (2014)
 AJ8100
 AJ8100'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DH)
 AJ8100'RECOVERED AS DESCRIBED.
 AJ8100
 AJ8100                          STATION RECOVERY (2019)
 AJ8100
 AJ8100'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (RW)
 AJ8100'RECOVERED IN GOOD CONDITION.
 AJ8100
 AJ8100                          STATION RECOVERY (2024)
 AJ8100
 AJ8100'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2024 (MTT)
 AJ8100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8102 ***********************************************************************
 AJ8102  SACS        -  This is a Secondary Airport Control Station.
 AJ8102  DESIGNATION -  RVS B
 AJ8102  PID         -  AJ8102
 AJ8102  STATE/COUNTY-  OK/TULSA
 AJ8102  COUNTRY     -  US
 AJ8102  USGS QUAD   -  JENKS (2019)
 AJ8102
 AJ8102                         *CURRENT SURVEY CONTROL
 AJ8102  ______________________________________________________________________
 AJ8102* NAD 83(2011) POSITION- 36 02 32.71767(N) 095 58 53.18211(W)   ADJUSTED
 AJ8102* NAD 83(2011) ELLIP HT-   160.394 (meters)        (06/27/12)   ADJUSTED
 AJ8102* NAD 83(2011) EPOCH   -  2010.00
 AJ8102* NAVD 88 ORTHO HEIGHT -   189.28  (meters)      621.0   (feet) GPS OBS
 AJ8102  ______________________________________________________________________
 AJ8102  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8102  GEOID HEIGHT    -        -28.829 (meters)                     GEOID99
 AJ8102  GEOID HEIGHT    -        -28.919 (meters)                     GEOID18
 AJ8102  NAD 83(2011) X  -   -538,054.623 (meters)                     COMP
 AJ8102  NAD 83(2011) Y  - -5,135,249.452 (meters)                     COMP
 AJ8102  NAD 83(2011) Z  -  3,732,093.126 (meters)                     COMP
 AJ8102  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 AJ8102
 AJ8102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8102  Standards:
 AJ8102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8102  -------------------------------------------------------------------
 AJ8102  NETWORK    0.80   2.12           0.37   0.26   1.08     -0.08450087
 AJ8102  -------------------------------------------------------------------
 AJ8102  Click here for local accuracies and other accuracy information.
 AJ8102
 AJ8102.This mark is at Richard Lloyd Jones Jr Airport (RVS)
 AJ8102
 AJ8102.The horizontal coordinates were established by GPS observations
 AJ8102.and adjusted by the National Geodetic Survey in June 2012.
 AJ8102
 AJ8102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8102.been affixed to the stable North American tectonic plate. See 
 AJ8102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8102
 AJ8102.The horizontal coordinates are valid at the epoch date displayed above
 AJ8102.which is a decimal equivalence of Year/Month/Day.
 AJ8102
 AJ8102.The orthometric height was determined by GPS observations and a
 AJ8102.high-resolution geoid model.
 AJ8102
 AJ8102.GPS derived orthometric heights for airport stations designated as
 AJ8102.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8102.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8102.not indicate centimeter accuracy relative to other marks which are
 AJ8102.part of the published vertical control network.
 AJ8102
 AJ8102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8102.GEOID18 height accuracy estimate available here.
 AJ8102
 AJ8102.Click photographs - Photos may exist for this station.
 AJ8102
 AJ8102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8102
 AJ8102.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8102
 AJ8102.The ellipsoidal height was determined by GPS observations
 AJ8102.and is referenced to NAD 83.
 AJ8102
 AJ8102. The following values were computed from the NAD 83(2011) position.
 AJ8102
 AJ8102;                    North         East     Units Scale Factor Converg.
 AJ8102;SPC OK N     -   117,550.233   781,880.734   MT  0.99994778   +1 11 28.5
 AJ8102;SPC OK N     -   385,662.72  2,565,220.37   sFT  0.99994778   +1 11 28.5
 AJ8102;UTM  15      - 3,992,767.739   231,396.334   MT  1.00048909   -1 45 19.0
 AJ8102;UTM  14      - 3,992,870.894   771,948.927   MT  1.00051137   +1 46 37.8
 AJ8102
 AJ8102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8102!SPC OK N     -   0.99997483  x   0.99994778  =   0.99992261
 AJ8102!UTM  15      -   0.99997483  x   1.00048909  =   1.00046390
 AJ8102!UTM  14      -   0.99997483  x   1.00051137  =   1.00048618
 AJ8102
 AJ8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3139692767(NAD 83)
 AJ8102
 AJ8102                          SUPERSEDED SURVEY CONTROL
 AJ8102
 AJ8102  NAD 83(2007)-  36 02 32.71778(N)    095 58 53.18296(W) AD(2002.00) 0
 AJ8102  ELLIP H (02/10/07)  160.412  (m)                       GP(2002.00)    
 AJ8102  NAD 83(1993)-  36 02 32.71767(N)    095 58 53.18311(W) AD(       ) 1
 AJ8102  ELLIP H (03/07/02)  160.420  (m)                       GP(       ) 4 2
 AJ8102
 AJ8102.Superseded values are not recommended for survey control.
 AJ8102
 AJ8102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8102.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8102
 AJ8102_STAMPING: RVS B 2001
 AJ8102_MARK LOGO: NGS
 AJ8102_PROJECTION: FLUSH
 AJ8102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8102+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 AJ8102
 AJ8102  HISTORY     - Date     Condition        Report By
 AJ8102  HISTORY     - 2001     MONUMENTED       MSAM
 AJ8102  HISTORY     - 20021125 GOOD             NGS
 AJ8102  HISTORY     - 20140401 MARK NOT FOUND   WOOLPT
 AJ8102  HISTORY     - 20191001 MARK NOT FOUND   WOOLPT
 AJ8102
 AJ8102                          STATION DESCRIPTION
 AJ8102
 AJ8102'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8102'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTH OF TULSA, OKLAHOMA
 AJ8102'AND 12.2 KM (7.6 MI) NORTHEAST OF SAPULPA, OKLAHOMA. THE STATION IS
 AJ8102'LOCATED AT THE RICHARD LLOYD JONES, JR. AIRPORT. IT IS IN THE
 AJ8102'NORTHEAST SECTION OF THE AIRPORT,  EAST OF TAXIWAY Z AND NORTH OF
 AJ8102'TAXIWAY K.
 AJ8102'
 AJ8102'THIS IS A CONTROLLED AIRPORT.
 AJ8102'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AJ8102'AIRPORT MANAGER. CONTACT STEVE MUSHRUSH AT 918-299-5886.
 AJ8102'OWNERSHIP--RICHARD LLOYD JONES, JR. AIRPORT.
 AJ8102'
 AJ8102'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 44
 AJ8102'(EXIT 224) AND INTERSTATE HIGHWAY 75, GO SOUTH FOR 4.8 KM (3.0 MI) TO
 AJ8102'W 81ST.  EXIT RIGHT, TURN LEFT, EAST, FOR 1.3 KM (0.8 MI) TO A
 AJ8102'CROSSROAD. TURN RIGHT, SOUTH, FOR 1.1 KM (0.7 MI) TO THE AIRPORT
 AJ8102'ENTRANCE ON THE LEFT, TURN LEFT, EAST, FOR 0.1 KM (0.05 MI) ON JONES
 AJ8102'ROAD TO THE AIRPORT PERIMETER ROAD.  TURN LEFT, AIRPORT WAY
 AJ8102'NORTHERLY, EAST AND SOUTHERLY, FOR 2.4 KM (1.5 MI) TO THE STATION
 AJ8102'ON THE RIGHT.
 AJ8102'
 AJ8102'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8102'OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 27.9 M (91.5 FT)
 AJ8102'NORTH OF A FAA CONDUIT BOX, 29.8 M (97.8 FT) EAST OF THE EAST EDGE OF
 AJ8102'TAXIWAY Z, 12.3 M (40.4 FT) WEST OF THE NORTHWEST CORNER OF A CHAIN
 AJ8102'LINK FENCE, 0.3 M (1 FT) NORTH OF A CARSONITE WITNESS POST AND 0.3 M
 AJ8102'(1 FT) SOUTH OF A CARSONITE WITNESS POST.
 AJ8102'
 AJ8102'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8102'
 AJ8102'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH).
 AJ8102
 AJ8102                          STATION RECOVERY (2002)
 AJ8102
 AJ8102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8102'RECOVERED AS DESCRIBED.
 AJ8102'
 AJ8102
 AJ8102                          STATION RECOVERY (2014)
 AJ8102
 AJ8102'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DH)
 AJ8102'STAKED OUT STATION POSITION USING RTK GPS FROM PACS.  THE GROUND
 AJ8102'ELEVATION AT THIS POSITION IS IS 1.5 FT (0.5 M) LOWER THAN THE
 AJ8102'PUBLISHED ELEVATION OF THE MARK.  AIRPORT OPERATIONS REPORTS RECENT
 AJ8102'GRADING IN THE AREA FOR PROPOSED BUILDING.
 AJ8102
 AJ8102                          STATION RECOVERY (2019)
 AJ8102
 AJ8102'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (RW)
 AJ8102'MARK BELIEVED TO BE DESTROYED.  PUBLISHED POSITION FALLS INSIDE A
 AJ8102'NEWLY CONSTRUCTED BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8101 ***********************************************************************
 AJ8101  SACS        -  This is a Secondary Airport Control Station.
 AJ8101  DESIGNATION -  RVS C
 AJ8101  PID         -  AJ8101
 AJ8101  STATE/COUNTY-  OK/TULSA
 AJ8101  COUNTRY     -  US
 AJ8101  USGS QUAD   -  JENKS (2019)
 AJ8101
 AJ8101                         *CURRENT SURVEY CONTROL
 AJ8101  ______________________________________________________________________
 AJ8101* NAD 83(2011) POSITION- 36 01 51.93706(N) 095 59 19.94279(W)   ADJUSTED
 AJ8101* NAD 83(2011) ELLIP HT-   159.498 (meters)        (06/27/12)   ADJUSTED
 AJ8101* NAD 83(2011) EPOCH   -  2010.00
 AJ8101* NAVD 88 ORTHO HEIGHT -   188.38  (meters)      618.0   (feet) GPS OBS
 AJ8101  ______________________________________________________________________
 AJ8101  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8101  GEOID HEIGHT    -        -28.820 (meters)                     GEOID99
 AJ8101  GEOID HEIGHT    -        -28.909 (meters)                     GEOID18
 AJ8101  NAD 83(2011) X  -   -538,797.941 (meters)                     COMP
 AJ8101  NAD 83(2011) Y  - -5,135,914.330 (meters)                     COMP
 AJ8101  NAD 83(2011) Z  -  3,731,076.157 (meters)                     COMP
 AJ8101  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 AJ8101
 AJ8101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8101  Standards:
 AJ8101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8101  -------------------------------------------------------------------
 AJ8101  NETWORK    0.80   2.12           0.37   0.26   1.08     -0.08710586
 AJ8101  -------------------------------------------------------------------
 AJ8101  Click here for local accuracies and other accuracy information.
 AJ8101
 AJ8101.This mark is at Richard Lloyd Jones Jr Airport (RVS)
 AJ8101
 AJ8101.The horizontal coordinates were established by GPS observations
 AJ8101.and adjusted by the National Geodetic Survey in June 2012.
 AJ8101
 AJ8101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8101.been affixed to the stable North American tectonic plate. See 
 AJ8101.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8101
 AJ8101.The horizontal coordinates are valid at the epoch date displayed above
 AJ8101.which is a decimal equivalence of Year/Month/Day.
 AJ8101
 AJ8101.The orthometric height was determined by GPS observations and a
 AJ8101.high-resolution geoid model.
 AJ8101
 AJ8101.GPS derived orthometric heights for airport stations designated as
 AJ8101.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8101.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8101.not indicate centimeter accuracy relative to other marks which are
 AJ8101.part of the published vertical control network.
 AJ8101
 AJ8101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8101.GEOID18 height accuracy estimate available here.
 AJ8101
 AJ8101.Click photographs - Photos may exist for this station.
 AJ8101
 AJ8101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8101
 AJ8101.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8101
 AJ8101.The ellipsoidal height was determined by GPS observations
 AJ8101.and is referenced to NAD 83.
 AJ8101
 AJ8101. The following values were computed from the NAD 83(2011) position.
 AJ8101
 AJ8101;                    North         East     Units Scale Factor Converg.
 AJ8101;SPC OK N     -   116,279.723   781,237.072   MT  0.99994823   +1 11 12.7
 AJ8101;SPC OK N     -   381,494.39  2,563,108.63   sFT  0.99994823   +1 11 12.7
 AJ8101;UTM  15      - 3,991,531.320   230,687.834   MT  1.00049379   -1 45 33.1
 AJ8101;UTM  14      - 3,991,593.153   771,317.932   MT  1.00050715   +1 46 20.3
 AJ8101
 AJ8101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8101!SPC OK N     -   0.99997497  x   0.99994823  =   0.99992320
 AJ8101!UTM  15      -   0.99997497  x   1.00049379  =   1.00046875
 AJ8101!UTM  14      -   0.99997497  x   1.00050715  =   1.00048210
 AJ8101
 AJ8101:                Primary Azimuth Mark                     Grid Az
 AJ8101:SPC OK N     -  RVS A                                    027 30 34.7
 AJ8101:UTM  15      -  RVS A                                    030 27 20.5
 AJ8101:UTM  14      -  RVS A                                    026 55 27.1
 AJ8101
 AJ8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3068791531(NAD 83)
 AJ8101
 AJ8101|---------------------------------------------------------------------|
 AJ8101| PID    Reference Object                     Distance      Geod. Az  |
 AJ8101|                                                           dddmmss.s |
 AJ8101| AJ8100 RVS A                               APPROX. 0.5 KM 0284147.4 |
 AJ8101|---------------------------------------------------------------------|
 AJ8101
 AJ8101                          SUPERSEDED SURVEY CONTROL
 AJ8101
 AJ8101  NAD 83(2007)-  36 01 51.93717(N)    095 59 19.94364(W) AD(2002.00) 0
 AJ8101  ELLIP H (02/10/07)  159.516  (m)                       GP(2002.00)    
 AJ8101  NAD 83(1993)-  36 01 51.93691(N)    095 59 19.94376(W) AD(       ) 1
 AJ8101  ELLIP H (03/07/02)  159.526  (m)                       GP(       ) 4 2
 AJ8101
 AJ8101.Superseded values are not recommended for survey control.
 AJ8101
 AJ8101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8101.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8101
 AJ8101_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8101_STAMPING: RVS C 2001
 AJ8101_MARK LOGO: NGS
 AJ8101_PROJECTION: RECESSED 4 CENTIMETERS
 AJ8101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8101+STABILITY: SURFACE MOTION
 AJ8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8101+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2024
 AJ8101
 AJ8101  HISTORY     - Date     Condition        Report By
 AJ8101  HISTORY     - 2001     MONUMENTED       MSAM
 AJ8101  HISTORY     - 20021125 GOOD             NGS
 AJ8101  HISTORY     - 20140401 GOOD             WOOLPT
 AJ8101  HISTORY     - 20191001 GOOD             WOOLPT
 AJ8101  HISTORY     - 20241029 GOOD             LOCENG
 AJ8101
 AJ8101                          STATION DESCRIPTION
 AJ8101
 AJ8101'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8101'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTH OF TULSA, OKLAHOMA
 AJ8101'AND 12.2 KM (7.6 MI) NORTHEAST OF SAPULPA,  OKLAHOMA. THE STATION IS
 AJ8101'LOCATED AT THE RICHARD LLOYD JONES, JR. AIRPORT. IT IS IN THE SOUTH
 AJ8101'SECTION OF THE AIRPORT,  SOUTH OF RUNWAY END 1L AND NORTH OF THE
 AJ8101'AIRPORT PERIMETER ROAD.
 AJ8101'
 AJ8101'THIS IS A CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION
 AJ8101'MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT STEVE MUSHRUSH AT
 AJ8101'918-299-5886. OWNERSHIP-- RICHARD LLOYD JONES, JR. AIRPORT.
 AJ8101'
 AJ8101'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 44
 AJ8101'(EXIT 224) AND INTERSTATE HIGHWAY 75, GO SOUTH FOR 4.8 KM (3.0 MI) TO
 AJ8101'W 81ST.  EXIT RIGHT, TURN LEFT, EAST, FOR 1.3 KM (0.8 MI) TO A
 AJ8101'CROSSROAD. TURN RIGHT, SOUTH, FOR 1.1 KM (0.7 MI) TO THE AIRPORT
 AJ8101'ENTRANCE ON THE LEFT, TURN LEFT, EAST, FOR 0.1 KM (0.05 MI) ON JONES
 AJ8101'ROAD, TO THE AIRPORT PERIMETER ROAD.  TURN RIGHT, SOUTH FOR 0.4 KM
 AJ8101'(0.3 MI) ON AIRPORT WAY TO A BEND TO LEFT.  TURN LEFT, EASTERLY FOR
 AJ8101'0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 AJ8101'
 AJ8101'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8101'OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 20.6 M (67.6 FT)
 AJ8101'NORTH-NORTHEAST OF THE WESTERN MOST BRACE POST, A SHINER HAS BEEN
 AJ8101'WIRED ON THE POST, OF THE PERIMETER FENCE, 20.2 M (66.3 FT) NORTH OF
 AJ8101'THE CENTER BRACE POST, A SHINER HAS BEEN WIRED ON THE POST, OF THE
 AJ8101'PERIMETER FENCE, 10.0 M (32.8 FT) NORTH OF THE NORTH EDGE OF THE
 AJ8101'PERIMETER ROAD, 0.3 M (1 FT) EAST OF A CARSONITE WITNESS POST AND
 AJ8101'0.3 M (1 FT) WEST OF A CARSONITE WITNESS POST.
 AJ8101'
 AJ8101'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8101'
 AJ8101'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8101
 AJ8101                          STATION RECOVERY (2002)
 AJ8101
 AJ8101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8101'RECOVERED AS DESCRIBED.
 AJ8101'
 AJ8101
 AJ8101                          STATION RECOVERY (2014)
 AJ8101
 AJ8101'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DH)
 AJ8101'RECOVERED AS DESCRIBED.
 AJ8101
 AJ8101                          STATION RECOVERY (2019)
 AJ8101
 AJ8101'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (RW)
 AJ8101'RECOVERED IN GOOD CONDITION.
 AJ8101
 AJ8101                          STATION RECOVERY (2024)
 AJ8101
 AJ8101'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2024 (MTT)
 AJ8101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8705 ***********************************************************************
 AC8705  DESIGNATION -  RVS C 1992
 AC8705  PID         -  AC8705
 AC8705  STATE/COUNTY-  OK/TULSA
 AC8705  COUNTRY     -  US
 AC8705  USGS QUAD   -  JENKS (2019)
 AC8705
 AC8705                         *CURRENT SURVEY CONTROL
 AC8705  ______________________________________________________________________
 AC8705* NAD 83(2011) POSITION- 36 02 44.91733(N) 095 59 05.96112(W)   ADJUSTED
 AC8705* NAD 83(2011) ELLIP HT-   162.972 (meters)        (06/27/12)   ADJUSTED
 AC8705* NAD 83(2011) EPOCH   -  2010.00
 AC8705* NAVD 88 ORTHO HEIGHT -   191.9   (meters)      630.    (feet) GPS OBS
 AC8705  ______________________________________________________________________
 AC8705  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8705  GEOID HEIGHT    -        -28.823 (meters)                     GEOID99
 AC8705  GEOID HEIGHT    -        -28.913 (meters)                     GEOID18
 AC8705  NAD 83(2011) X  -   -538,349.920 (meters)                     COMP
 AC8705  NAD 83(2011) Y  - -5,134,998.128 (meters)                     COMP
 AC8705  NAD 83(2011) Z  -  3,732,398.687 (meters)                     COMP
 AC8705  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC18
 AC8705
 AC8705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8705  Standards:
 AC8705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8705  -------------------------------------------------------------------
 AC8705  NETWORK    0.82   2.14           0.38   0.27   1.09     -0.07427352
 AC8705  -------------------------------------------------------------------
 AC8705  Click here for local accuracies and other accuracy information.
 AC8705
 AC8705.This mark is at Richard Lloyd Jones Jr Airport (RVS)
 AC8705
 AC8705.The horizontal coordinates were established by GPS observations
 AC8705.and adjusted by the National Geodetic Survey in June 2012.
 AC8705
 AC8705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8705.been affixed to the stable North American tectonic plate. See 
 AC8705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8705
 AC8705.The horizontal coordinates are valid at the epoch date displayed above
 AC8705.which is a decimal equivalence of Year/Month/Day.
 AC8705
 AC8705.The orthometric height was determined by GPS observations and a
 AC8705.high-resolution geoid model.
 AC8705
 AC8705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8705.GEOID18 height accuracy estimate available here.
 AC8705
 AC8705.Click photographs - Photos may exist for this station.
 AC8705
 AC8705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8705
 AC8705.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8705
 AC8705.The ellipsoidal height was determined by GPS observations
 AC8705.and is referenced to NAD 83.
 AC8705
 AC8705. The following values were computed from the NAD 83(2011) position.
 AC8705
 AC8705;                    North         East     Units Scale Factor Converg.
 AC8705;SPC OK N     -   117,919.508   781,553.131   MT  0.99994765   +1 11 20.9
 AC8705;SPC OK N     -   386,874.25  2,564,145.56   sFT  0.99994765   +1 11 20.9
 AC8705;UTM  15      - 3,993,153.575   231,087.980   MT  1.00049113   -1 45 27.1
 AC8705;UTM  14      - 3,993,237.005   771,617.379   MT  1.00050915   +1 46 30.8
 AC8705
 AC8705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8705!SPC OK N     -   0.99997442  x   0.99994765  =   0.99992207
 AC8705!UTM  15      -   0.99997442  x   1.00049113  =   1.00046554
 AC8705!UTM  14      -   0.99997442  x   1.00050915  =   1.00048356
 AC8705
 AC8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3108793153(NAD 83)
 AC8705
 AC8705                          SUPERSEDED SURVEY CONTROL
 AC8705
 AC8705  NAD 83(2007)-  36 02 44.91744(N)    095 59 05.96196(W) AD(2002.00) 0
 AC8705  ELLIP H (02/10/07)  162.989  (m)                       GP(2002.00)    
 AC8705  NAD 83(1993)-  36 02 44.91718(N)    095 59 05.96201(W) AD(       ) 3
 AC8705  ELLIP H (02/05/03)  162.998  (m)                       GP(       ) 3 1
 AC8705
 AC8705.Superseded values are not recommended for survey control.
 AC8705
 AC8705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8705.See file dsdata.pdf to determine how the superseded data were derived.
 AC8705
 AC8705_MARKER: DD = SURVEY DISK
 AC8705_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8705+WITH SETTING: PAVEMENT
 AC8705_SP_SET: SET IN A CONCRETE RUNWAY SIGN
 AC8705_STAMPING: RVS C 1992
 AC8705_MARK LOGO: NOS
 AC8705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8705+STABILITY: SURFACE MOTION
 AC8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8705+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 AC8705
 AC8705  HISTORY     - Date     Condition        Report By
 AC8705  HISTORY     - 1992     MONUMENTED       NOS
 AC8705  HISTORY     - 20021125 GOOD             NGS
 AC8705
 AC8705                          STATION DESCRIPTION
 AC8705
 AC8705'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (ARB)
 AC8705'THIS STATION IS LOCATED AT THE RICHARD LLOYD JONES JR AIRPORT NEAR THE
 AC8705'NORTH END OF THE FIELD AT THE FIRST TAXIWAY SOUTH OF END 19R.  IT IS
 AC8705'EVEN WITH THE HOLD BAR ON TAXIWAY A4, 58.4 FT (17.8 M) SOUTHEAST OF
 AC8705'THE FIRST TAXIWAY 1T.  EAST OF THE THREE LTS.  MARKING THE CURVE, 30.7
 AC8705'FT (9.4 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY AT THE HOLD BAR, AND
 AC8705'28.3 FT (8.6 M) SW OF THE FIRST TWY LT EAST OF THE THREE LIGHTS THAT
 AC8705'MARK THE CURVE OF THE CONNECTION OF TWY AND RUNWAY.  THE STATION IS
 AC8705'MARKED WITH A STANDARD DISK SET IN THE NE CORNER OF THE 3 FT (0.9 M) X
 AC8705'10.5 FT (3.2 M) CONCRETE BASE OF THE 19R-1L SIGN.  THE DISK IS
 AC8705'STAMPED---RVS C 1992---.
 AC8705
 AC8705                          STATION RECOVERY (2002)
 AC8705
 AC8705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AC8705'THE STATION IS LOCATED AT THE RICHARD LLOYD JONES JR AIRPORT AT THE
 AC8705'NORTH END OF THE FIELD NEAR THE APPROACH END OF RUNWAY 19R.  1.0 MI
 AC8705'(1.6 KM) NORTH OF JENKS OKLAHOMA.  CONTACT STEVE MUSHRUSH AT
 AC8705'918-299-5886.
 AC8705'
 AC8705'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 44 AND
 AC8705'INTERSTATE HIGHWAY 75, GO SOUTH FOR 3.0 MI (4.8 KM) TO WEST 81ST
 AC8705'STREET.  EXIT RIGHT.  TURN LEFT, EAST FOR 0.8 MI (1.3 KM) TO A
 AC8705'CROSSROAD.  TURN RIGHT SOUTH FOR 0.7 MI (1.1 KM) TO THE AIRPORT
 AC8705'ENTRANCE ON THE LEFT.  TURN LEFT EAST FOR 0.05 MI (0.08 KM) ON JONES
 AC8705'ROAD TO THE AIRPORT PERIMETER ROAD.  TURN LEFT NORTH ON ROAD FOR 0.80
 AC8705'MI (1.29 KM) TO THE NORTH END OF A ROW OF HANGARS.  TURN RUGHT EAST
 AC8705'CROSS COUNTRY FOR 0.05 MI (0.08 KM) TO TAXIWAY ALPHA AND ALPHA 4
 AC8705'AHEAD, CROSS TAXIWAY AND GO EAST FOR 0.05 MI (0.08 KM) TO THE STATION
 AC8705'ON THE RIGHT AND INLINE WITH THE HOLD BARS FOR RUNWAY 19R.
 AC8705'
 AC8705'IT IS 58.4 FT (17.8 M) SOUTHEAST OF A TAXIWAY LIGHT, 30.7 FT (9.4 M)
 AC8705'SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 28.3 FT (8.6 M) SOUTHWEST OF A
 AC8705'TAXIWAY AND SET IN THE NORTHEAST CORNER OF A CONCRETE BASE OF A RUNWAY
 AC8705'ID SIGN FOR 19R.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8706 ***********************************************************************
 AC8706  DESIGNATION -  RVS D 1992
 AC8706  PID         -  AC8706
 AC8706  STATE/COUNTY-  OK/TULSA
 AC8706  COUNTRY     -  US
 AC8706  USGS QUAD   -  JENKS (2019)
 AC8706
 AC8706                         *CURRENT SURVEY CONTROL
 AC8706  ______________________________________________________________________
 AC8706* NAD 83(2011) POSITION- 36 02 01.55241(N) 095 59 18.32483(W)   ADJUSTED
 AC8706* NAD 83(2011) ELLIP HT-   159.791 (meters)        (06/27/12)   ADJUSTED
 AC8706* NAD 83(2011) EPOCH   -  2010.00
 AC8706* NAVD 88 ORTHO HEIGHT -   188.7   (meters)      619.    (feet) GPS OBS
 AC8706  ______________________________________________________________________
 AC8706  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8706  GEOID HEIGHT    -        -28.820 (meters)                     GEOID99
 AC8706  GEOID HEIGHT    -        -28.909 (meters)                     GEOID18
 AC8706  NAD 83(2011) X  -   -538,739.491 (meters)                     COMP
 AC8706  NAD 83(2011) Y  - -5,135,745.404 (meters)                     COMP
 AC8706  NAD 83(2011) Z  -  3,731,316.002 (meters)                     COMP
 AC8706  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 AC8706
 AC8706  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8706  Standards:
 AC8706         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8706            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8706  -------------------------------------------------------------------
 AC8706  NETWORK    0.80   2.12           0.37   0.26   1.08     -0.08516259
 AC8706  -------------------------------------------------------------------
 AC8706  Click here for local accuracies and other accuracy information.
 AC8706
 AC8706.This mark is at Richard Lloyd Jones Jr Airport (RVS)
 AC8706
 AC8706.The horizontal coordinates were established by GPS observations
 AC8706.and adjusted by the National Geodetic Survey in June 2012.
 AC8706
 AC8706.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8706.been affixed to the stable North American tectonic plate. See 
 AC8706.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8706
 AC8706.The horizontal coordinates are valid at the epoch date displayed above
 AC8706.which is a decimal equivalence of Year/Month/Day.
 AC8706
 AC8706.The orthometric height was determined by GPS observations and a
 AC8706.high-resolution geoid model.
 AC8706
 AC8706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8706.GEOID18 height accuracy estimate available here.
 AC8706
 AC8706.Click photographs - Photos may exist for this station.
 AC8706
 AC8706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8706
 AC8706.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8706
 AC8706.The ellipsoidal height was determined by GPS observations
 AC8706.and is referenced to NAD 83.
 AC8706
 AC8706. The following values were computed from the NAD 83(2011) position.
 AC8706
 AC8706;                    North         East     Units Scale Factor Converg.
 AC8706;SPC OK N     -   116,576.848   781,271.428   MT  0.99994812   +1 11 13.7
 AC8706;SPC OK N     -   382,469.21  2,563,221.34   sFT  0.99994812   +1 11 13.7
 AC8706;UTM  15      - 3,991,826.448   230,737.443   MT  1.00049346   -1 45 32.5
 AC8706;UTM  14      - 3,991,890.781   771,349.268   MT  1.00050736   +1 46 21.6
 AC8706
 AC8706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8706!SPC OK N     -   0.99997492  x   0.99994812  =   0.99992304
 AC8706!UTM  15      -   0.99997492  x   1.00049346  =   1.00046837
 AC8706!UTM  14      -   0.99997492  x   1.00050736  =   1.00048227
 AC8706
 AC8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3073791826(NAD 83)
 AC8706
 AC8706|---------------------------------------------------------------------|
 AC8706| PID    Reference Object                     Distance      Geod. Az  |
 AC8706|                                                           dddmmss.s |
 AC8706| AJ8100 RVS A                               286.155 METERS 05036     |
 AC8706|---------------------------------------------------------------------|
 AC8706
 AC8706                          SUPERSEDED SURVEY CONTROL
 AC8706
 AC8706  NAD 83(2007)-  36 02 01.55252(N)    095 59 18.32568(W) AD(2002.00) 0
 AC8706  ELLIP H (02/10/07)  159.809  (m)                       GP(2002.00)    
 AC8706  NAD 83(1993)-  36 02 01.55225(N)    095 59 18.32573(W) AD(       ) 3
 AC8706  ELLIP H (02/05/03)  159.817  (m)                       GP(       ) 3 1
 AC8706
 AC8706.Superseded values are not recommended for survey control.
 AC8706
 AC8706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8706.See file dsdata.pdf to determine how the superseded data were derived.
 AC8706
 AC8706_MARKER: DD = SURVEY DISK
 AC8706_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8706_SP_SET: CONCRETE MANHOLE COVER
 AC8706_STAMPING: RVS D 1992
 AC8706_MARK LOGO: NOS
 AC8706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8706+STABILITY: SURFACE MOTION
 AC8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8706+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 AC8706
 AC8706  HISTORY     - Date     Condition        Report By
 AC8706  HISTORY     - 1992     MONUMENTED       NOS
 AC8706  HISTORY     - 20021125 GOOD             NGS
 AC8706
 AC8706                          STATION DESCRIPTION
 AC8706
 AC8706'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (ARB)
 AC8706'THIS STATION IS LOCATED AT THE RICHARD LLOYD JONES JR AIRPORT AT THE
 AC8706'SOUTH END OF THE FIELD, NEAR THE APPROACH END OF RUNWAY 11.  IT IS
 AC8706'199.7 FT (60.9 M) NW OF THE 1ST RUNWAY LIGHT NORTH OF RUNWAY END 1L ON
 AC8706'THE WEST EDGE OF THE RUNWAY, 172.1 FT (52.5 M) WEST OF THE WEST EDGE
 AC8706'OF THE RUNWAY, 170.7 FT (52.0 M) SW OF THE 2ND RWY LT N OF RWY END 1L
 AC8706'ON THE WEST EDGE OF THE RWY, 70.9 FT (21.6 M) NE OF THE NE EDGE OF THE
 AC8706'TAXIWAY LEADING TO THE RWY END, AND 53.1 FT (16.2 M) N OF THE RWY 1L
 AC8706'SIGN.  THE STATION IS MARKED WITH A STANDARD DISK SET IN THE SW CORNER
 AC8706'OF A 5.25 FT (1.60 M) X 5.5 FT (1.7 M) SQUARE CONCRETE STORM DRAIN
 AC8706'MANHOLE.  IT IS STAMPED---RVS D 1992---.
 AC8706
 AC8706                          STATION RECOVERY (2002)
 AC8706
 AC8706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AC8706'THE STATION IS LOCATED AT THE RICHARD LLOYD JONES JR AIRPORT AT THE
 AC8706'SOUTH END OF THE
 AC8706'FIELD NEAR THE APPROACH END OF RUNWAY 1L. 1.0 MILES NORTH OF JENKS
 AC8706'OKLAHOMA.
 AC8706'CONTACT STEVE MUSHRUSH AT 918-299-5886.
 AC8706'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 44 AND
 AC8706'INTERSTATE
 AC8706'HIGHWAY 75, GO SOUTH FOR 3.0 MILES TO WEST 81ST STREET. EXIT RIGHT,
 AC8706'TURN LEFT, EAST FOR 0.8
 AC8706'MILES TO A CROSSROAD. TURN RIGHT SOUTH FOR 0.7 MILES TO THE AIRPORT
 AC8706'ENTRANCE ON THE
 AC8706'LEFT. TURN LEFT EAST FOR 0.05 MILES ON JONES ROAD TO THE AIRPORT
 AC8706'PERIMETER ROAD. TURN
 AC8706'RIGHT SOUTH FOR 0.30 MILES TO A LARGE HANGAR AND CONCRETE DRIVE ON THE
 AC8706'LEFT. TURN LEFT
 AC8706'NORTH FOR 0.05 MILES TO TAXIWAY GOLF. TURN RIGHT EAST ON TAXIWAY FOR
 AC8706'0.10 MILES TO
 AC8706'TAXIWAY ALPHA, CROSS TAXIWAY AND GO 0.05 MILES NORTHEAST TO THE
 AC8706'STATION IN THE GRASS
 AC8706'AND IN LINE WITH THE HOLD BARS FOR RUNWAY 1L.
 AC8706'199.70 FEET NORTHWEST OF A RUNWAY LIGHT. 172.1 FEET WEST OF THE WEST
 AC8706'EDGE OF THE
 AC8706'RUNWAY. 70.9 FEET NORTHEASTOF THE NORTHEAST EDGE OF TAXIWAY. 53.1 FEET
 AC8706'NORTH OF A
 AC8706'RUNWAY SIGN FOR 1L. SET IN THE SOUTHWEST CORNEROF A 5.5 X 5.5 SQUARE
 AC8706'CONCRETE MANHOLE
 AC8706'DRAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0956 ***********************************************************************
 EL0956  DESIGNATION -  RYAN HIGH SCHOOL CUPOLA
 EL0956  PID         -  EL0956
 EL0956  STATE/COUNTY-  OK/JEFFERSON
 EL0956  COUNTRY     -  US
 EL0956  USGS QUAD   -  RYAN (2019)
 EL0956
 EL0956                         *CURRENT SURVEY CONTROL
 EL0956  ______________________________________________________________________
 EL0956* NAD 83(1993) POSITION- 34 01 29.68246(N) 097 56 58.85516(W)   ADJUSTED
 EL0956  ______________________________________________________________________
 EL0956  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 EL0956  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 EL0956  HORZ ORDER      -  THIRD
 EL0956
 EL0956.The horizontal coordinates were established by classical geodetic methods
 EL0956.and adjusted by the National Geodetic Survey in November 1994.
 EL0956
 EL0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0956.GEOID18 height accuracy estimate available here.
 EL0956
 EL0956.Click photographs - Photos may exist for this station.
 EL0956
 EL0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0956
 EL0956. The following values were computed from the NAD 83(1993) position.
 EL0956
 EL0956;                    North         East     Units Scale Factor Converg.
 EL0956;SPC OK S     -    76,713.733   604,647.183   MT  0.99998326   +0 01 42.8
 EL0956;SPC OK S     -   251,684.97  1,983,746.63   sFT  0.99998326   +0 01 42.8
 EL0956;SPC TXNC     - 2,261,653.410   650,826.785   MT  1.00001677   +0 18 00.5
 EL0956;SPC TXNC     - 7,420,107.90  2,135,254.21   sFT  1.00001677   +0 18 00.5
 EL0956;UTM  14      - 3,765,415.511   596,968.315   MT  0.99971591   +0 35 15.9
 EL0956
 EL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9696865415(NAD 83)
 EL0956
 EL0956                          SUPERSEDED SURVEY CONTROL
 EL0956
 EL0956  NAD 83(1986)-  34 01 29.68546(N)    097 56 58.84321(W) AD(       ) 3
 EL0956  NAD 27      -  34 01 29.34400(N)    097 56 57.71700(W) AD(       ) 3
 EL0956  USSD        -  34 01 29.27200(N)    097 56 58.15100(W) AD(       ) 3
 EL0956
 EL0956.Superseded values are not recommended for survey control.
 EL0956
 EL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0956.See file dsdata.pdf to determine how the superseded data were derived.
 EL0956
 EL0956_MARKER: 86 = CUPOLA
 EL0956
 EL0956  HISTORY     - Date     Condition        Report By
 EL0956  HISTORY     - 1923     FIRST OBSERVED   CGS
 EL0956  HISTORY     - 1934     GOOD             CGS
 EL0956
 EL0956                          STATION DESCRIPTION
 EL0956
 EL0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0956'GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0959 ***********************************************************************
 EL0959  DESIGNATION -  RYAN MUNICIPAL TANK
 EL0959  PID         -  EL0959
 EL0959  STATE/COUNTY-  OK/JEFFERSON
 EL0959  COUNTRY     -  US
 EL0959  USGS QUAD   -  RYAN (2019)
 EL0959
 EL0959                         *CURRENT SURVEY CONTROL
 EL0959  ______________________________________________________________________
 EL0959* NAD 83(1993) POSITION- 34 01 32.22977(N) 097 56 57.70910(W)   ADJUSTED
 EL0959  ______________________________________________________________________
 EL0959  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 EL0959  LAPLACE CORR    -          3.92  (seconds)                    DEFLEC18
 EL0959  HORZ ORDER      -  THIRD
 EL0959
 EL0959.The horizontal coordinates were established by classical geodetic methods
 EL0959.and adjusted by the National Geodetic Survey in November 1994.
 EL0959
 EL0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0959.GEOID18 height accuracy estimate available here.
 EL0959
 EL0959.Click photographs - Photos may exist for this station.
 EL0959
 EL0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0959
 EL0959. The following values were computed from the NAD 83(1993) position.
 EL0959
 EL0959;                    North         East     Units Scale Factor Converg.
 EL0959;SPC OK S     -    76,792.234   604,676.545   MT  0.99998314   +0 01 43.5
 EL0959;SPC OK S     -   251,942.52  1,983,842.96   sFT  0.99998314   +0 01 43.5
 EL0959;UTM  14      - 3,765,494.274   596,996.902   MT  0.99971598   +0 35 16.6
 EL0959
 EL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9699665494(NAD 83)
 EL0959
 EL0959                          SUPERSEDED SURVEY CONTROL
 EL0959
 EL0959  NAD 83(1986)-  34 01 32.23238(N)    097 56 57.69740(W) AD(       ) 3
 EL0959  NAD 27      -  34 01 31.88200(N)    097 56 56.56900(W) AD(       ) 3
 EL0959  USSD        -  34 01 31.82500(N)    097 56 57.00800(W) AD(       ) 3
 EL0959
 EL0959.Superseded values are not recommended for survey control.
 EL0959
 EL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0959.See file dsdata.pdf to determine how the superseded data were derived.
 EL0959
 EL0959_MARKER: 53 = ELEVATED TANK
 EL0959
 EL0959  HISTORY     - Date     Condition        Report By
 EL0959  HISTORY     - 1923     FIRST OBSERVED   CGS
 EL0959  HISTORY     - 1934     GOOD             CGS
 EL0959  HISTORY     - 1955     GOOD             CGS
 EL0959  HISTORY     - 1965     GOOD             CGS
 EL0959  HISTORY     - 1968     GOOD             CGS
 EL0959
 EL0959                          STATION DESCRIPTION
 EL0959
 EL0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EL0959'A LARGE BLACK TOWER TANK.
 EL0959
 EL0959                          STATION RECOVERY (1934)
 EL0959
 EL0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0959'GOOD.
 EL0959
 EL0959                          STATION RECOVERY (1955)
 EL0959
 EL0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0959'THE STATION IS LOCATED ON A HILL AT THE EAST EDGE OF RYAN,
 EL0959'0.6 MILE EAST OF U.S. HIGHWAY NO. 81 AND JUST EAST OF THE
 EL0959'RYAN PUBLIC SCHOOL.
 EL0959'
 EL0959'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 EL0959'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 EL0959'HEIGHT OF 125.0 FEET.
 EL0959'
 EL0959'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 EL0959
 EL0959                          STATION RECOVERY (1965)
 EL0959
 EL0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EL0959'THIS TANK HAS PREVIOUSLY BEEN LOCATED BUT NO INFORMATION WAS
 EL0959'AVAILABLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 EL0959'
 EL0959'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 EL0959'ELEVATED WATER TANK, SUPPORTED BY 4 LEGS, THAT HAS AN OVERALL
 EL0959'HEIGHT OF 125 FEET.  IT IS LOCATED AT THE HIGH AND GRADE SCHOOL IN
 EL0959'THE EAST EDGE OF TOWN.
 EL0959
 EL0959                          STATION RECOVERY (1968)
 EL0959
 EL0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0959'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0789 ***********************************************************************
 EL0789  DESIGNATION -  RYDER
 EL0789  PID         -  EL0789
 EL0789  STATE/COUNTY-  OK/JOHNSTON
 EL0789  COUNTRY     -  US
 EL0789  USGS QUAD   -  TROY (2018)
 EL0789
 EL0789                         *CURRENT SURVEY CONTROL
 EL0789  ______________________________________________________________________
 EL0789* NAD 83(1993) POSITION- 34 21 08.12471(N) 096 48 07.85687(W)   ADJUSTED
 EL0789* NAVD 88 ORTHO HEIGHT -   305.45  (+/-2cm)     1002.1   (feet) VERTCON3
 EL0789  ______________________________________________________________________
 EL0789  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 EL0789  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 EL0789  HORZ ORDER      -  SECOND
 EL0789  VERT ORDER      -  THIRD ? (See Below)
 EL0789
 EL0789.The horizontal coordinates were established by classical geodetic methods
 EL0789.and adjusted by the National Geodetic Survey in November 1994.
 EL0789
 EL0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0789
 EL0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0789.GEOID18 height accuracy estimate available here.
 EL0789
 EL0789.The vertical order pertains to the NGVD 29 superseded value.
 EL0789
 EL0789.Click photographs - Photos may exist for this station.
 EL0789
 EL0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0789
 EL0789. The following values were computed from the NAD 83(1993) position.
 EL0789
 EL0789;                    North         East     Units Scale Factor Converg.
 EL0789;SPC OK S     -   113,675.979   710,192.496   MT  0.99994409   +0 40 47.6
 EL0789;SPC OK S     -   372,951.94  2,330,023.21   sFT  0.99994409   +0 40 47.6
 EL0789;UTM  14      - 3,803,402.972   702,140.209   MT  1.00010369   +1 14 26.2
 EL0789
 EL0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0789!SPC OK S     -   0.99995604  x   0.99994409  =   0.99990014
 EL0789!UTM  14      -   0.99995604  x   1.00010369  =   1.00005973
 EL0789
 EL0789:                Primary Azimuth Mark                     Grid Az
 EL0789:SPC OK S     -  RYDER AZ MK                              152 59 50.2
 EL0789:UTM  14      -  RYDER AZ MK                              152 26 11.6
 EL0789
 EL0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0214003402(NAD 83)
 EL0789
 EL0789|---------------------------------------------------------------------|
 EL0789| PID    Reference Object                     Distance      Geod. Az  |
 EL0789|                                                           dddmmss.s |
 EL0789| CY2173 RYDER RM 1                           18.794 METERS 05533     |
 EL0789| CY2172 RYDER AZ MK                                        1534037.8 |
 EL0789| CY2174 RYDER RM 2                           23.481 METERS 33822     |
 EL0789|---------------------------------------------------------------------|
 EL0789
 EL0789                          SUPERSEDED SURVEY CONTROL
 EL0789
 EL0789  NAD 83(1986)-  34 21 08.12950(N)    096 48 07.84843(W) AD(       ) 2
 EL0789  NAD 27      -  34 21 07.79650(N)    096 48 06.82100(W) AD(       ) 2
 EL0789  NGVD 29             305.39   (m)         1001.9    (f) LEVELING    3  
 EL0789
 EL0789.Superseded values are not recommended for survey control.
 EL0789
 EL0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0789.See file dsdata.pdf to determine how the superseded data were derived.
 EL0789
 EL0789_MARKER: DS = TRIANGULATION STATION DISK
 EL0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0789_STAMPING: RYDER 1954
 EL0789_MARK LOGO: CGS
 EL0789_PROJECTION: FLUSH
 EL0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0789+STABILITY: SURFACE MOTION
 EL0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0789+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2002
 EL0789
 EL0789  HISTORY     - Date     Condition        Report By
 EL0789  HISTORY     - 1954     MONUMENTED       CGS
 EL0789  HISTORY     - 1961     GOOD             USGS
 EL0789  HISTORY     - 20020227 GOOD             NONE
 EL0789
 EL0789                          STATION DESCRIPTION
 EL0789
 EL0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0789'THE STATION IS LOCATED ALONG STATE HIGHWAY 12, ABOUT 4 MILES
 EL0789'SOUTH SOUTHEAST OF MILL CREEK, ABOUT 2 MILES NORTH NORTHWEST
 EL0789'OF TROY AND 1 MILE NORTH OF THE RYDER RAILROAD SIDING.  THE
 EL0789'STATION MARK IS 54 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EL0789'12, 29 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 9 FEET WEST
 EL0789'OF A NORTH-SOUTH FENCE LINE AND 9 FEET WEST NORTHWEST OF A
 EL0789'WITNESS POST.  IT IS SET FLUSH AND IS STAMPED RYDER 1954.
 EL0789'
 EL0789'REFERENCE MARK NO. 1 IS 90 FEET EAST OF THE CENTER OF STATE
 EL0789'HIGHWAY 12, 62 FEET SOUTHEAST OF A POWER LINE TRANSFORMER
 EL0789'POLE AND 8 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  IT PROJECTS
 EL0789'6 INCHES AND IS STAMPED RYDER NO 1 1954.
 EL0789'
 EL0789'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTER OF STATE
 EL0789'HIGHWAY 12, 46 FEET NORTH OF THE CENTER OF A DRIVEWAY AND
 EL0789'30 FEET WEST NORTHWEST OF THE POWER LINE POLE.  IT PROJECTS
 EL0789'6 INCHES AND IS STAMPED RYDER NO 2 1954.
 EL0789'
 EL0789'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 87.35 FEET.
 EL0789'
 EL0789'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTER OF STATE HIGHWAY
 EL0789'12, 4-1/2 FEET NORTHWEST OF A TELEPHONE POLE AND 3 FEET
 EL0789'NORTHEAST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 EL0789'STAMPED RYDER 1954.
 EL0789'
 EL0789'TO REACH THE STATION FROM THE TROY PUBLIC SCHOOL GO WESTERLY
 EL0789'FOR 0.25 MILE TO STATE HIGHWAY 12, TURN RIGHT AND GO NORTHERLY
 EL0789'ON STATE HIGHWAY 12 FOR 1.0 MILE TO THE RYDER RAILROAD SIDING,
 EL0789'CONTINUE NORTH ON STATE HIGHWAY 12 FOR 0.25 MILE TO THE AZIMUTH
 EL0789'MARK ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 12 FOR 0.7
 EL0789'MILE TO THE STATION AND REFERENCE MARKS ON THE RIGHT AS
 EL0789'DESCRIBED.
 EL0789
 EL0789                          STATION RECOVERY (1961)
 EL0789
 EL0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0789'STATION RECOVERED IN GOOD CONDITION.  MILL CREEK, 3.6 MILES
 EL0789'SOUTH AND 1.5 MILES EAST OF.  1.7 MILES NORTH AND 1.2 MILES
 EL0789'WEST OF TROY.  T. 2 S. R. 5 E., NEAR CENTER SEC. 29.  31 FT.
 EL0789'SOUTH, 56 FEET EAST AND 0.4 FEET BELOW STATE HIGHWAY, 12
 EL0789'AT INTERSECTION OF DRIVE EAST.  10 FEET WEST OF FENCE LINE.
 EL0789'IN CONCRETE POST FLUSH.  STANDARD DISK STAMPED RYDER 1954
 EL0789'PTD. B.M.
 EL0789'
 EL0789'REFERENCE MARK 1--62 FEET EAST OF STATION.  IN CONCRETE POST
 EL0789'PROJECTING 0.7 FEET.  STANDARD DISK STAMPED RYDER NO. 1 1954.
 EL0789'
 EL0789'REFERENCE MARK 2--78 FEET NORTH OF STATION.  1 FOOT WEST
 EL0789'OF FENCE LINE.  IN CONCRETE POST PROJECTING 0.3 FEET.  STANDARD
 EL0789'DISK STAMPED RYDER NO. 2 1954.
 EL0789
 EL0789                          STATION RECOVERY (2002)
 EL0789
 EL0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0789'RECOVERED AS DESCRIBED. BRUSHY AREA, GPS CHECK ONLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0207 ***********************************************************************
 GK0207  DESIGNATION -  S 10
 GK0207  PID         -  GK0207
 GK0207  STATE/COUNTY-  OK/BEAVER
 GK0207  COUNTRY     -  US
 GK0207  USGS QUAD   -  TURPIN WEST (2018)
 GK0207
 GK0207                         *CURRENT SURVEY CONTROL
 GK0207  ______________________________________________________________________
 GK0207* NAD 83(1986) POSITION- 36 50 02.     (N) 100 52 57.     (W)   SCALED
 GK0207* NAVD 88 ORTHO HEIGHT -   822.170 (meters)     2697.40  (feet) ADJUSTED
 GK0207  ______________________________________________________________________
 GK0207  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 GK0207  DYNAMIC HEIGHT  -        821.350 (meters)     2694.71  (feet) COMP
 GK0207  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 GK0207
 GK0207  VERT ORDER      -  FIRST     CLASS II
 GK0207
 GK0207.The horizontal coordinates were scaled from a map and have
 GK0207.an estimated accuracy of +/- 6 seconds.
 GK0207
 GK0207.The orthometric height was determined by differential leveling and
 GK0207.adjusted by the NATIONAL GEODETIC SURVEY
 GK0207.in June 1991.
 GK0207
 GK0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0207.GEOID18 height accuracy estimate available here.
 GK0207
 GK0207.Click photographs - Photos may exist for this station.
 GK0207
 GK0207.The dynamic height is computed by dividing the NAVD 88
 GK0207.geopotential number by the normal gravity value computed on the
 GK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0207.degrees latitude (g = 980.6199 gals.).
 GK0207
 GK0207.The modeled gravity was interpolated from observed gravity values.
 GK0207
 GK0207;                    North         East    Units  Estimated Accuracy
 GK0207;SPC OK N     -   207,300.      342,900.      MT  (+/- 180 meters Scaled)
 GK0207
 GK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF321780(NAD 83)
 GK0207
 GK0207                          SUPERSEDED SURVEY CONTROL
 GK0207
 GK0207  NGVD 29 (??/??/92)  821.805  (m)         2696.21   (f) ADJ UNCH    1 2
 GK0207
 GK0207.Superseded values are not recommended for survey control.
 GK0207
 GK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0207.See file dsdata.pdf to determine how the superseded data were derived.
 GK0207
 GK0207_MARKER: DB = BENCH MARK DISK
 GK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0207_STAMPING: S 10 1934
 GK0207_MARK LOGO: CGS
 GK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0207+STABILITY: SURFACE MOTION
 GK0207
 GK0207  HISTORY     - Date     Condition        Report By
 GK0207  HISTORY     - 1934     MONUMENTED       CGS
 GK0207  HISTORY     - 1965     GOOD             USGS
 GK0207  HISTORY     - 19960415 MARK NOT FOUND   OKDOT
 GK0207
 GK0207                          STATION DESCRIPTION
 GK0207
 GK0207'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0207'17.5 MI S FROM LIBERAL, KS.
 GK0207'ABOUT 17.5 MI. S. ALONG US HWY 83 FROM LIBERAL TURPIN, ABOUT 2.0 MI.
 GK0207'SOUTH AND 1/2 MI. WEST OF.  NEAR COR. OF SECS. 10-11-14 DAND 15,
 GK0207'T-4-N, R-20-E.  34 FT. SOUTH AND 32 FT. EAST OF X-RDS. 2 FT. WEST OF A
 GK0207'FENCE CORNER.  A STD. USC AND GS TABLET STAMPED S 10 1934 AND SET IN
 GK0207'THE TOP OF A CONC. POST.
 GK0207
 GK0207                          STATION RECOVERY (1996)
 GK0207
 GK0207'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GK0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0494 ***********************************************************************
 EK0494  DESIGNATION -  S 100
 EK0494  PID         -  EK0494
 EK0494  STATE/COUNTY-  OK/PUSHMATAHA
 EK0494  COUNTRY     -  US
 EK0494  USGS QUAD   -  RATTAN (2019)
 EK0494
 EK0494                         *CURRENT SURVEY CONTROL
 EK0494  ______________________________________________________________________
 EK0494* NAD 83(1986) POSITION- 34 13 27.     (N) 095 23 42.     (W)   SCALED
 EK0494* NAVD 88 ORTHO HEIGHT -   158.836 (meters)      521.11  (feet) ADJUSTED
 EK0494  ______________________________________________________________________
 EK0494  GEOID HEIGHT    -        -30.409 (meters)                     GEOID18
 EK0494  DYNAMIC HEIGHT  -        158.662 (meters)      520.54  (feet) COMP
 EK0494  MODELED GRAVITY -    979,535.0   (mgal)                       NAVD 88
 EK0494
 EK0494  VERT ORDER      -  SECOND    CLASS 0
 EK0494
 EK0494.The horizontal coordinates were scaled from a map and have
 EK0494.an estimated accuracy of +/- 6 seconds.
 EK0494
 EK0494.The orthometric height was determined by differential leveling and
 EK0494.adjusted by the NATIONAL GEODETIC SURVEY
 EK0494.in June 1991.
 EK0494
 EK0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0494.GEOID18 height accuracy estimate available here.
 EK0494
 EK0494.Click photographs - Photos may exist for this station.
 EK0494
 EK0494.The dynamic height is computed by dividing the NAVD 88
 EK0494.geopotential number by the normal gravity value computed on the
 EK0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0494.degrees latitude (g = 980.6199 gals.).
 EK0494
 EK0494.The modeled gravity was interpolated from observed gravity values.
 EK0494
 EK0494;                    North         East    Units  Estimated Accuracy
 EK0494;SPC OK S     -   101,910.      839,990.      MT  (+/- 180 meters Scaled)
 EK0494
 EK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT793896(NAD 83)
 EK0494
 EK0494                          SUPERSEDED SURVEY CONTROL
 EK0494
 EK0494  NGVD 29 (??/??/92)  158.759  (m)          520.86   (f) ADJ UNCH    2 0
 EK0494
 EK0494.Superseded values are not recommended for survey control.
 EK0494
 EK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0494.See file dsdata.pdf to determine how the superseded data were derived.
 EK0494
 EK0494_MARKER: DB = BENCH MARK DISK
 EK0494_SETTING: 66 = SET IN ROCK OUTCROP
 EK0494_STAMPING: S 100 1960
 EK0494_MARK LOGO: CGS
 EK0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0494+STABILITY: POSITION/ELEVATION WELL
 EK0494
 EK0494  HISTORY     - Date     Condition        Report By
 EK0494  HISTORY     - 1960     MONUMENTED       CGS
 EK0494
 EK0494                          STATION DESCRIPTION
 EK0494
 EK0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0494'2.4 MI NE FROM RATTAN.
 EK0494'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0494'OFFICE AT RATTAN, THENCE 1.85 MILES NORTHEAST ALONG A GRAVELED
 EK0494'ROAD, ABOUT 200 FEET NORTHEAST OF A SMALL FARM HOUSE, IN SECTION
 EK0494'10, R 18 E, T 4 S, SET IN THE TOP OF A FLAT ROCK, ON THE OUTSIDE
 EK0494'OF A CURVE, 26 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 EK0494'51 FEET SOUTH OF A POWER POLE, 76 FEET NORTH OF THE CENTER OF
 EK0494'A PRIVATE DRIVE, AND ABOUT 2 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0485 ***********************************************************************
 FK0485  DESIGNATION -  S 103
 FK0485  PID         -  FK0485
 FK0485  STATE/COUNTY-  OK/ROGER MILLS
 FK0485  COUNTRY     -  US
 FK0485  USGS QUAD   -  MACKIE (2018)
 FK0485
 FK0485                         *CURRENT SURVEY CONTROL
 FK0485  ______________________________________________________________________
 FK0485* NAD 83(1986) POSITION- 35 41 48.82   (N) 099 49 25.01   (W)   HD_HELD1
 FK0485* NAVD 88 ORTHO HEIGHT -   632.486 (meters)     2075.08  (feet) ADJUSTED
 FK0485  ______________________________________________________________________
 FK0485  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FK0485  DYNAMIC HEIGHT  -        631.816 (meters)     2072.88  (feet) COMP
 FK0485  MODELED GRAVITY -    979,553.9   (mgal)                       NAVD 88
 FK0485
 FK0485  VERT ORDER      -  SECOND    CLASS 0
 FK0485
 FK0485.The horizontal coordinates were determined by differentially corrected
 FK0485.hand held GPS observations or other comparable positioning techniques
 FK0485.and have an estimated accuracy of +/- 3 meters.
 FK0485
 FK0485.The orthometric height was determined by differential leveling and
 FK0485.adjusted by the NATIONAL GEODETIC SURVEY
 FK0485.in June 1991.
 FK0485
 FK0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0485.GEOID18 height accuracy estimate available here.
 FK0485
 FK0485.Click photographs - Photos may exist for this station.
 FK0485
 FK0485.The dynamic height is computed by dividing the NAVD 88
 FK0485.geopotential number by the normal gravity value computed on the
 FK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0485.degrees latitude (g = 980.6199 gals.).
 FK0485
 FK0485.The modeled gravity was interpolated from observed gravity values.
 FK0485
 FK0485;                    North         East    Units  Estimated Accuracy
 FK0485;SPC OK N     -    78,872.4     434,962.5     MT  (+/- 3 meters HH1 GPS) 
 FK0485
 FK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME2548550642(NAD 83)
 FK0485
 FK0485                          SUPERSEDED SURVEY CONTROL
 FK0485
 FK0485  NGVD 29 (??/??/92)  632.192  (m)         2074.12   (f) ADJ UNCH    2 0
 FK0485
 FK0485.Superseded values are not recommended for survey control.
 FK0485
 FK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0485.See file dsdata.pdf to determine how the superseded data were derived.
 FK0485
 FK0485_MARKER: DB = BENCH MARK DISK
 FK0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0485_STAMPING: S 103 1934
 FK0485_MARK LOGO: CGS
 FK0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0485+STABILITY: SURFACE MOTION
 FK0485
 FK0485  HISTORY     - Date     Condition        Report By
 FK0485  HISTORY     - 1934     MONUMENTED       CGS
 FK0485
 FK0485                          STATION DESCRIPTION
 FK0485
 FK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0485'6.5 MILES NORTHEAST OF P. AND SF. RR. STATION AT REYDON 0.25
 FK0485'MILE NORTHEAST OF MILEPOST 68, 87 FEET SOUTHEAST OF NEAREST RAIL
 FK0485'OF PANHANDLE AND SANTA FE TRACK, 33 FEET NORTH OF CENTER LINE OF
 FK0485'SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0462 ***********************************************************************
 FK0462  DESIGNATION -  S 104
 FK0462  PID         -  FK0462
 FK0462  STATE/COUNTY-  OK/ELLIS
 FK0462  COUNTRY     -  US
 FK0462  USGS QUAD   -  ANTELOPE HILLS NE (2018)
 FK0462
 FK0462                         *CURRENT SURVEY CONTROL
 FK0462  ______________________________________________________________________
 FK0462* NAD 83(1986) POSITION- 35 56 11.     (N) 099 45 19.     (W)   SCALED
 FK0462* NAVD 88 ORTHO HEIGHT -   692.033 (meters)     2270.44  (feet) ADJUSTED
 FK0462  ______________________________________________________________________
 FK0462  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 FK0462  DYNAMIC HEIGHT  -        691.312 (meters)     2268.08  (feet) COMP
 FK0462  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 FK0462
 FK0462  VERT ORDER      -  SECOND    CLASS 0
 FK0462
 FK0462.The horizontal coordinates were scaled from a map and have
 FK0462.an estimated accuracy of +/- 6 seconds.
 FK0462
 FK0462.The orthometric height was determined by differential leveling and
 FK0462.adjusted by the NATIONAL GEODETIC SURVEY
 FK0462.in June 1991.
 FK0462
 FK0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0462.GEOID18 height accuracy estimate available here.
 FK0462
 FK0462.Click photographs - Photos may exist for this station.
 FK0462
 FK0462.The dynamic height is computed by dividing the NAVD 88
 FK0462.geopotential number by the normal gravity value computed on the
 FK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0462.degrees latitude (g = 980.6199 gals.).
 FK0462
 FK0462.The modeled gravity was interpolated from observed gravity values.
 FK0462
 FK0462;                    North         East    Units  Estimated Accuracy
 FK0462;SPC OK N     -   105,330.      441,630.      MT  (+/- 180 meters Scaled)
 FK0462
 FK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME318771(NAD 83)
 FK0462
 FK0462                          SUPERSEDED SURVEY CONTROL
 FK0462
 FK0462  NGVD 29 (??/??/92)  691.729  (m)         2269.45   (f) ADJ UNCH    2 0
 FK0462
 FK0462.Superseded values are not recommended for survey control.
 FK0462
 FK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0462.See file dsdata.pdf to determine how the superseded data were derived.
 FK0462
 FK0462_MARKER: DB = BENCH MARK DISK
 FK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0462_STAMPING: S 104 1934
 FK0462_MARK LOGO: CGS
 FK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0462+STABILITY: SURFACE MOTION
 FK0462
 FK0462  HISTORY     - Date     Condition        Report By
 FK0462  HISTORY     - 1934     MONUMENTED       CGS
 FK0462
 FK0462                          STATION DESCRIPTION
 FK0462
 FK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0462'14.5 MILES SOUTHEAST OF ELLIS CO., COURT HOUSE AT ARNETT ABOUT
 FK0462'0.25 MILE SOUTH OF CONTINENTAL FILLING STATION.  225 FEET SOUTH
 FK0462'OF SECTION LINE FENCE.  45 FEET WEST OF CENTERLINE OF U.S.
 FK0462'HIGHWAY 283.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0463 ***********************************************************************
 FK0463  DESIGNATION -  S 104 RESET
 FK0463  PID         -  FK0463
 FK0463  STATE/COUNTY-  OK/ELLIS
 FK0463  COUNTRY     -  US
 FK0463  USGS QUAD   -  ANTELOPE HILLS NE (2018)
 FK0463
 FK0463                         *CURRENT SURVEY CONTROL
 FK0463  ______________________________________________________________________
 FK0463* NAD 83(1986) POSITION- 35 56 10.78   (N) 099 45 20.40   (W)   HD_HELD1
 FK0463* NAVD 88 ORTHO HEIGHT -   691.76  (meters)     2269.5   (feet) RESET
 FK0463  ______________________________________________________________________
 FK0463  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 FK0463  VERT ORDER      -  THIRD
 FK0463
 FK0463.The horizontal coordinates were determined by differentially corrected
 FK0463.hand held GPS observations or other comparable positioning techniques
 FK0463.and have an estimated accuracy of +/- 3 meters.
 FK0463
 FK0463.The orthometric height was computed from unverified reset data.
 FK0463
 FK0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0463.GEOID18 height accuracy estimate available here.
 FK0463
 FK0463.Click photographs - Photos may exist for this station.
 FK0463
 FK0463;                    North         East    Units  Estimated Accuracy
 FK0463;SPC OK N     -   105,320.3     441,591.5     MT  (+/- 3 meters HH1 GPS) 
 FK0463
 FK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3183877150(NAD 83)
 FK0463
 FK0463                          SUPERSEDED SURVEY CONTROL
 FK0463
 FK0463.No superseded survey control is available for this station.
 FK0463
 FK0463_MARKER: DB = BENCH MARK DISK
 FK0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0463_STAMPING: S 104 1934 RESET 1964
 FK0463_MARK LOGO: CGS
 FK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0463+STABILITY: SURFACE MOTION
 FK0463
 FK0463  HISTORY     - Date     Condition        Report By
 FK0463  HISTORY     - 1964     MONUMENTED       USGS
 FK0463
 FK0463                          STATION DESCRIPTION
 FK0463
 FK0463'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FK0463'14.8 MI S FROM ARNETT.
 FK0463'ABOUT 13.8 MILES SOUTH AND 1.0 MILE EAST ALONG U.S.
 FK0463'HIGHWAY 283 FROM THE COUNTY COURTHOUSE AT ARNETT, 0.25 MILES
 FK0463'SOUTH OF CORNER SECTIONS 15, 16, 21 AND 22, T 17N, R 24W, 113
 FK0463'FEET SOUTH, 59 FEET WEST AND 1.1 FOOT HIGHER THAN INTERSECTION
 FK0463'OF CENTERLINE U.S. HIGHWAY 283 AND A DRIVE WEST, 1.0 FOOT EAST
 FK0463'OF WEST RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE
 FK0463'POST.  BM S 104 IS PAINTED ON THE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0407 ***********************************************************************
 FK0407  DESIGNATION -  S 105
 FK0407  PID         -  FK0407
 FK0407  STATE/COUNTY-  OK/BECKHAM
 FK0407  COUNTRY     -  US
 FK0407  USGS QUAD   -  SAYRE (2018)
 FK0407
 FK0407                         *CURRENT SURVEY CONTROL
 FK0407  ______________________________________________________________________
 FK0407* NAD 83(1986) POSITION- 35 17 35.5    (N) 099 38 20.9    (W)   HD_HELD2
 FK0407* NAVD 88 ORTHO HEIGHT -   554.099 (meters)     1817.91  (feet) ADJUSTED
 FK0407  ______________________________________________________________________
 FK0407  GEOID HEIGHT    -        -26.820 (meters)                     GEOID18
 FK0407  DYNAMIC HEIGHT  -        553.526 (meters)     1816.03  (feet) COMP
 FK0407  MODELED GRAVITY -    979,581.0   (mgal)                       NAVD 88
 FK0407
 FK0407  VERT ORDER      -  FIRST     CLASS II
 FK0407
 FK0407.The horizontal coordinates were established by autonomous hand held GPS
 FK0407.observations and have an estimated accuracy of +/- 10 meters.
 FK0407
 FK0407.The orthometric height was determined by differential leveling and
 FK0407.adjusted by the NATIONAL GEODETIC SURVEY
 FK0407.in June 1991.
 FK0407
 FK0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0407.GEOID18 height accuracy estimate available here.
 FK0407
 FK0407.Click photographs - Photos may exist for this station.
 FK0407
 FK0407.The dynamic height is computed by dividing the NAVD 88
 FK0407.geopotential number by the normal gravity value computed on the
 FK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0407.degrees latitude (g = 980.6199 gals.).
 FK0407
 FK0407.The modeled gravity was interpolated from observed gravity values.
 FK0407
 FK0407;                    North         East    Units  Estimated Accuracy
 FK0407;SPC OK S     -   218,613.      450,906.      MT  (+/- 10 meters HH2 GPS)
 FK0407
 FK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4188505745(NAD 83)
 FK0407
 FK0407                          SUPERSEDED SURVEY CONTROL
 FK0407
 FK0407  NGVD 29 (??/??/92)  553.875  (m)         1817.17   (f) ADJ UNCH    1 2
 FK0407
 FK0407.Superseded values are not recommended for survey control.
 FK0407
 FK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0407.See file dsdata.pdf to determine how the superseded data were derived.
 FK0407
 FK0407_MARKER: DB = BENCH MARK DISK
 FK0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0407_SP_SET: FOUNDATION
 FK0407_STAMPING: S 105 1934
 FK0407_MARK LOGO: CGS
 FK0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0407+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0407
 FK0407  HISTORY     - Date     Condition        Report By
 FK0407  HISTORY     - 1934     MONUMENTED       CGS
 FK0407  HISTORY     - 1953     GOOD             CGS
 FK0407  HISTORY     - 20050803 GOOD             GEOCAC
 FK0407
 FK0407                          STATION DESCRIPTION
 FK0407
 FK0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0407'AT SAYRE.
 FK0407'AT SAYRE, 6.5 FEET WEST OF THE CENTER OF THE TICKET OFFICE
 FK0407'AT CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 54 FEET
 FK0407'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1.7 FEET EAST OF
 FK0407'THE SOUTHWEST CORNER OF THE TICKET OFFICE, 0.9 FOOT ABOVE
 FK0407'THE GROUND, SET VERTICALLY IN THE SOUTH SIDE OF THE CONCRETE
 FK0407'FOUNDATION OF THE RAILROAD STATION.
 FK0407
 FK0407                          STATION RECOVERY (2005)
 FK0407
 FK0407'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0407'THE BUILDING IS NOW THE SHORTGRASS COUNTRY MUSEM, AND THE DISK IS
 FK0407'BELOW THE SURFACE OF THE SOIL IN A FLOWER BED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0231 ***********************************************************************
 GK0231  DESIGNATION -  S 107
 GK0231  PID         -  GK0231
 GK0231  STATE/COUNTY-  OK/BEAVER
 GK0231  COUNTRY     -  US
 GK0231  USGS QUAD   -  FORGAN (2018)
 GK0231
 GK0231                         *CURRENT SURVEY CONTROL
 GK0231  ______________________________________________________________________
 GK0231* NAD 83(1986) POSITION- 36 54 19.70   (N) 100 32 02.25   (W)   HD_HELD1
 GK0231* NAVD 88 ORTHO HEIGHT -   782.147 (meters)     2566.09  (feet) ADJUSTED
 GK0231  ______________________________________________________________________
 GK0231  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 GK0231  DYNAMIC HEIGHT  -        781.394 (meters)     2563.62  (feet) COMP
 GK0231  MODELED GRAVITY -    979,643.1   (mgal)                       NAVD 88
 GK0231
 GK0231  VERT ORDER      -  SECOND    CLASS 0
 GK0231
 GK0231.The horizontal coordinates were determined by differentially corrected
 GK0231.hand held GPS observations or other comparable positioning techniques
 GK0231.and have an estimated accuracy of +/- 3 meters.
 GK0231
 GK0231.The orthometric height was determined by differential leveling and
 GK0231.adjusted by the NATIONAL GEODETIC SURVEY
 GK0231.in June 1991.
 GK0231
 GK0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0231.GEOID18 height accuracy estimate available here.
 GK0231
 GK0231.Click photographs - Photos may exist for this station.
 GK0231
 GK0231.The dynamic height is computed by dividing the NAVD 88
 GK0231.geopotential number by the normal gravity value computed on the
 GK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0231.degrees latitude (g = 980.6199 gals.).
 GK0231
 GK0231.The modeled gravity was interpolated from observed gravity values.
 GK0231
 GK0231;                    North         East    Units  Estimated Accuracy
 GK0231;SPC OK N     -   214,374.3     374,188.5     MT  (+/- 3 meters HH1 GPS) 
 GK0231
 GK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6334185484(NAD 83)
 GK0231
 GK0231                          SUPERSEDED SURVEY CONTROL
 GK0231
 GK0231  NGVD 29 (??/??/92)  781.819  (m)         2565.02   (f) ADJ UNCH    2 0
 GK0231
 GK0231.Superseded values are not recommended for survey control.
 GK0231
 GK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0231.See file dsdata.pdf to determine how the superseded data were derived.
 GK0231
 GK0231_MARKER: DB = BENCH MARK DISK
 GK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0231_STAMPING: S 107 1934
 GK0231_MARK LOGO: CGS
 GK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0231+STABILITY: SURFACE MOTION
 GK0231
 GK0231  HISTORY     - Date     Condition        Report By
 GK0231  HISTORY     - 1934     MONUMENTED       CGS
 GK0231
 GK0231                          STATION DESCRIPTION
 GK0231
 GK0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0231'IN FORGAN.
 GK0231'300 FEET SOUTHWEST OF MISSOURI KANSAS AND TEXAS RAILWAY STATION 30
 GK0231'FEET WEST OF NEAREST RAIL OF MAIN TRACK.  5 FEET NORTHEAST OF TENTH
 GK0231'POLE NORTHEAST OF MILE POLE 305.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0194 ***********************************************************************
 GJ0194  DESIGNATION -  S 108
 GJ0194  PID         -  GJ0194
 GJ0194  STATE/COUNTY-  OK/HARPER
 GJ0194  COUNTRY     -  US
 GJ0194  USGS QUAD   -  SELMAN (2018)
 GJ0194
 GJ0194                         *CURRENT SURVEY CONTROL
 GJ0194  ______________________________________________________________________
 GJ0194* NAD 83(1986) POSITION- 36 48 19.     (N) 099 29 18.     (W)   SCALED
 GJ0194* NAVD 88 ORTHO HEIGHT -   528.107 (meters)     1732.63  (feet) ADJUSTED
 GJ0194  ______________________________________________________________________
 GJ0194  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 GJ0194  DYNAMIC HEIGHT  -        527.619 (meters)     1731.03  (feet) COMP
 GJ0194  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 GJ0194
 GJ0194  VERT ORDER      -  SECOND    CLASS 0
 GJ0194
 GJ0194.The horizontal coordinates were scaled from a map and have
 GJ0194.an estimated accuracy of +/- 6 seconds.
 GJ0194
 GJ0194.The orthometric height was determined by differential leveling and
 GJ0194.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0194.in June 1991.
 GJ0194
 GJ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0194.GEOID18 height accuracy estimate available here.
 GJ0194
 GJ0194.Click photographs - Photos may exist for this station.
 GJ0194
 GJ0194.The dynamic height is computed by dividing the NAVD 88
 GJ0194.geopotential number by the normal gravity value computed on the
 GJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0194.degrees latitude (g = 980.6199 gals.).
 GJ0194
 GJ0194.The modeled gravity was interpolated from observed gravity values.
 GJ0194
 GJ0194;                    North         East    Units  Estimated Accuracy
 GJ0194;SPC OK N     -   201,330.      467,190.      MT  (+/- 180 meters Scaled)
 GJ0194
 GJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF564733(NAD 83)
 GJ0194
 GJ0194                          SUPERSEDED SURVEY CONTROL
 GJ0194
 GJ0194  NGVD 29 (??/??/92)  527.842  (m)         1731.76   (f) ADJ UNCH    2 0
 GJ0194
 GJ0194.Superseded values are not recommended for survey control.
 GJ0194
 GJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0194.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0194
 GJ0194_MARKER: DB = BENCH MARK DISK
 GJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0194_STAMPING: S 108 1934
 GJ0194_MARK LOGO: CGS
 GJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0194+STABILITY: SURFACE MOTION
 GJ0194
 GJ0194  HISTORY     - Date     Condition        Report By
 GJ0194  HISTORY     - 1934     MONUMENTED       CGS
 GJ0194
 GJ0194                          STATION DESCRIPTION
 GJ0194
 GJ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0194'AT SELMAN.
 GJ0194'AT SELMAN 0.2 MILE EAST OF MILEPOST 44, 165 FEET NORTHEAST
 GJ0194'OF ATCHISON TOPEKA AND SANTA FE STATION, 75 FEET WEST OF ROAD
 GJ0194'CROSSING, 45 FEET NORTH OF NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0211 ***********************************************************************
 GJ0211  DESIGNATION -  S 109
 GJ0211  PID         -  GJ0211
 GJ0211  STATE/COUNTY-  OK/WOODS
 GJ0211  COUNTRY     -  US
 GJ0211  USGS QUAD   -  FREEDOM (2018)
 GJ0211
 GJ0211                         *CURRENT SURVEY CONTROL
 GJ0211  ______________________________________________________________________
 GJ0211* NAD 83(1986) POSITION- 36 46 25.     (N) 099 06 54.     (W)   SCALED
 GJ0211* NAVD 88 ORTHO HEIGHT -   470.464 (meters)     1543.51  (feet) ADJUSTED
 GJ0211  ______________________________________________________________________
 GJ0211  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GJ0211  DYNAMIC HEIGHT  -        470.034 (meters)     1542.10  (feet) COMP
 GJ0211  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 GJ0211
 GJ0211  VERT ORDER      -  SECOND    CLASS 0
 GJ0211
 GJ0211.The horizontal coordinates were scaled from a map and have
 GJ0211.an estimated accuracy of +/- 6 seconds.
 GJ0211
 GJ0211.The orthometric height was determined by differential leveling and
 GJ0211.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0211.in June 1991.
 GJ0211
 GJ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0211.GEOID18 height accuracy estimate available here.
 GJ0211
 GJ0211.Click photographs - Photos may exist for this station.
 GJ0211
 GJ0211.The dynamic height is computed by dividing the NAVD 88
 GJ0211.geopotential number by the normal gravity value computed on the
 GJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0211.degrees latitude (g = 980.6199 gals.).
 GJ0211
 GJ0211.The modeled gravity was interpolated from observed gravity values.
 GJ0211
 GJ0211;                    North         East    Units  Estimated Accuracy
 GJ0211;SPC OK N     -   197,370.      500,460.      MT  (+/- 180 meters Scaled)
 GJ0211
 GJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF897697(NAD 83)
 GJ0211
 GJ0211                          SUPERSEDED SURVEY CONTROL
 GJ0211
 GJ0211  NGVD 29 (??/??/92)  470.231  (m)         1542.75   (f) ADJ UNCH    2 0
 GJ0211
 GJ0211.Superseded values are not recommended for survey control.
 GJ0211
 GJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0211.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0211
 GJ0211_MARKER: DB = BENCH MARK DISK
 GJ0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0211_SP_SET: BRIDGE
 GJ0211_STAMPING: S 109 1934
 GJ0211_MARK LOGO: CGS
 GJ0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0211
 GJ0211  HISTORY     - Date     Condition        Report By
 GJ0211  HISTORY     - 1934     MONUMENTED       CGS
 GJ0211
 GJ0211                          STATION DESCRIPTION
 GJ0211
 GJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0211'0.5 MI N FROM FREEDOM.
 GJ0211'0.5 MILE NORTH OF FREEDOM A.T. AND S.F. RR. STATION AT NORTH
 GJ0211'CITY LIMITS OF FREEDOM.  ON SOUTH END OF EAST HEADWALL OF
 GJ0211'CONCRETE BRIDGE, OVER CREEK.  15 FEET EAST OF CENTER LINE OF
 GJ0211'OKLAHOMA STATE HIGHWAY 50.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0155 ***********************************************************************
 GJ0155  DESIGNATION -  S 110
 GJ0155  PID         -  GJ0155
 GJ0155  STATE/COUNTY-  OK/WOODS
 GJ0155  COUNTRY     -  US
 GJ0155  USGS QUAD   -  ALVA SE (2018)
 GJ0155
 GJ0155                         *CURRENT SURVEY CONTROL
 GJ0155  ______________________________________________________________________
 GJ0155* NAD 83(1986) POSITION- 36 50 24.     (N) 098 36 45.     (W)   SCALED
 GJ0155* NAVD 88 ORTHO HEIGHT -   411.214 (meters)     1349.12  (feet) ADJUSTED
 GJ0155  ______________________________________________________________________
 GJ0155  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 GJ0155  DYNAMIC HEIGHT  -        410.853 (meters)     1347.94  (feet) COMP
 GJ0155  MODELED GRAVITY -    979,740.8   (mgal)                       NAVD 88
 GJ0155
 GJ0155  VERT ORDER      -  SECOND    CLASS 0
 GJ0155
 GJ0155.The horizontal coordinates were scaled from a map and have
 GJ0155.an estimated accuracy of +/- 6 seconds.
 GJ0155
 GJ0155.The orthometric height was determined by differential leveling and
 GJ0155.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0155.in June 1991.
 GJ0155
 GJ0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0155.GEOID18 height accuracy estimate available here.
 GJ0155
 GJ0155.Click photographs - Photos may exist for this station.
 GJ0155
 GJ0155.The dynamic height is computed by dividing the NAVD 88
 GJ0155.geopotential number by the normal gravity value computed on the
 GJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0155.degrees latitude (g = 980.6199 gals.).
 GJ0155
 GJ0155.The modeled gravity was interpolated from observed gravity values.
 GJ0155
 GJ0155;                    North         East    Units  Estimated Accuracy
 GJ0155;SPC OK N     -   204,330.      545,370.      MT  (+/- 180 meters Scaled)
 GJ0155
 GJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF345771(NAD 83)
 GJ0155
 GJ0155                          SUPERSEDED SURVEY CONTROL
 GJ0155
 GJ0155  NGVD 29 (??/??/92)  411.023  (m)         1348.50   (f) ADJ UNCH    2 0
 GJ0155
 GJ0155.Superseded values are not recommended for survey control.
 GJ0155
 GJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0155.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0155
 GJ0155_MARKER: DB = BENCH MARK DISK
 GJ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0155_STAMPING: S 110 1934
 GJ0155_MARK LOGO: CGS
 GJ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0155+STABILITY: SURFACE MOTION
 GJ0155
 GJ0155  HISTORY     - Date     Condition        Report By
 GJ0155  HISTORY     - 1934     MONUMENTED       CGS
 GJ0155
 GJ0155                          STATION DESCRIPTION
 GJ0155
 GJ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0155'4 MI NE FROM ALVA.
 GJ0155'4.0 MILES NORTHEAST OF ALVA A.T. AND SF. RR. STATION AT BRINK,
 GJ0155'450 FEET WEST OF RAILROAD AND HIGHWAY 42 CROSSING, 170 FEET
 GJ0155'NORTHWEST OF 8TH. POST NORTHEAST OF MILE POST 321, 90 FEET
 GJ0155'NORTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0155'TRACK, 2 FEET SOUTHEAST OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0006 ***********************************************************************
 GJ0006  DESIGNATION -  S 111
 GJ0006  PID         -  GJ0006
 GJ0006  STATE/COUNTY-  OK/ALFALFA
 GJ0006  COUNTRY     -  US
 GJ0006  USGS QUAD   -  CARMEN (2018)
 GJ0006
 GJ0006                         *CURRENT SURVEY CONTROL
 GJ0006  ______________________________________________________________________
 GJ0006* NAD 83(1986) POSITION- 36 34 43.     (N) 098 27 12.     (W)   SCALED
 GJ0006* NAVD 88 ORTHO HEIGHT -   408.950 (meters)     1341.70  (feet) ADJUSTED
 GJ0006  ______________________________________________________________________
 GJ0006  GEOID HEIGHT    -        -27.902 (meters)                     GEOID18
 GJ0006  DYNAMIC HEIGHT  -        408.588 (meters)     1340.51  (feet) COMP
 GJ0006  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 GJ0006
 GJ0006  VERT ORDER      -  SECOND    CLASS 0
 GJ0006
 GJ0006.The horizontal coordinates were scaled from a map and have
 GJ0006.an estimated accuracy of +/- 6 seconds.
 GJ0006
 GJ0006.The orthometric height was determined by differential leveling and
 GJ0006.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0006.in June 1991.
 GJ0006
 GJ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0006.GEOID18 height accuracy estimate available here.
 GJ0006
 GJ0006.Click photographs - Photos may exist for this station.
 GJ0006
 GJ0006.The dynamic height is computed by dividing the NAVD 88
 GJ0006.geopotential number by the normal gravity value computed on the
 GJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0006.degrees latitude (g = 980.6199 gals.).
 GJ0006
 GJ0006.The modeled gravity was interpolated from observed gravity values.
 GJ0006
 GJ0006;                    North         East    Units  Estimated Accuracy
 GJ0006;SPC OK N     -   175,250.      559,430.      MT  (+/- 180 meters Scaled)
 GJ0006
 GJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF489482(NAD 83)
 GJ0006
 GJ0006                          SUPERSEDED SURVEY CONTROL
 GJ0006
 GJ0006  NGVD 29 (??/??/92)  408.789  (m)         1341.17   (f) ADJ UNCH    2 0
 GJ0006
 GJ0006.Superseded values are not recommended for survey control.
 GJ0006
 GJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0006.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0006
 GJ0006_MARKER: DB = BENCH MARK DISK
 GJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0006_STAMPING: S 111 1935
 GJ0006_MARK LOGO: CGS
 GJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0006+STABILITY: SURFACE MOTION
 GJ0006
 GJ0006  HISTORY     - Date     Condition        Report By
 GJ0006  HISTORY     - 1935     MONUMENTED       CGS
 GJ0006
 GJ0006                          STATION DESCRIPTION
 GJ0006
 GJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0006'AT CARMEN.
 GJ0006'AT CARMEN, 95 FEET NORTH OF ATCHISON TOPEKA AND SANTA FE STATION,
 GJ0006'54 FEET SOUTH OF CENTER LINE OF MAIN STREET AND HIGHWAY 8, 33
 GJ0006'FEET WEST OF NEAREST RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0239 ***********************************************************************
 FK0239  DESIGNATION -  S 112
 FK0239  PID         -  FK0239
 FK0239  STATE/COUNTY-  OK/DEWEY
 FK0239  COUNTRY     -  US
 FK0239  USGS QUAD   -  OAKWOOD (2018)
 FK0239
 FK0239                         *CURRENT SURVEY CONTROL
 FK0239  ______________________________________________________________________
 FK0239* NAD 83(1986) POSITION- 35 57 29.     (N) 098 41 22.     (W)   SCALED
 FK0239* NAVD 88 ORTHO HEIGHT -   585.837 (meters)     1922.03  (feet) ADJUSTED
 FK0239  ______________________________________________________________________
 FK0239  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 FK0239  DYNAMIC HEIGHT  -        585.273 (meters)     1920.18  (feet) COMP
 FK0239  MODELED GRAVITY -    979,650.8   (mgal)                       NAVD 88
 FK0239
 FK0239  VERT ORDER      -  SECOND    CLASS 0
 FK0239
 FK0239.The horizontal coordinates were scaled from a map and have
 FK0239.an estimated accuracy of +/- 6 seconds.
 FK0239
 FK0239.The orthometric height was determined by differential leveling and
 FK0239.adjusted by the NATIONAL GEODETIC SURVEY
 FK0239.in June 1991.
 FK0239
 FK0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0239.GEOID18 height accuracy estimate available here.
 FK0239
 FK0239.Click photographs - Photos may exist for this station.
 FK0239
 FK0239.The dynamic height is computed by dividing the NAVD 88
 FK0239.geopotential number by the normal gravity value computed on the
 FK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0239.degrees latitude (g = 980.6199 gals.).
 FK0239
 FK0239.The modeled gravity was interpolated from observed gravity values.
 FK0239
 FK0239;                    North         East    Units  Estimated Accuracy
 FK0239;SPC OK N     -   106,520.      537,810.      MT  (+/- 180 meters Scaled)
 FK0239
 FK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE280793(NAD 83)
 FK0239
 FK0239                          SUPERSEDED SURVEY CONTROL
 FK0239
 FK0239  NGVD 29 (??/??/92)  585.623  (m)         1921.33   (f) ADJ UNCH    2 0
 FK0239
 FK0239.Superseded values are not recommended for survey control.
 FK0239
 FK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0239.See file dsdata.pdf to determine how the superseded data were derived.
 FK0239
 FK0239_MARKER: DB = BENCH MARK DISK
 FK0239_STAMPING: S 112 1935
 FK0239_MARK LOGO: CGS
 FK0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0239
 FK0239  HISTORY     - Date     Condition        Report By
 FK0239  HISTORY     - 1935     MONUMENTED       CGS
 FK0239  HISTORY     - 1959     MARK NOT FOUND   CGS
 FK0239  HISTORY     - 1964     GOOD             USGS
 FK0239
 FK0239                          STATION DESCRIPTION
 FK0239
 FK0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FK0239'MARK NOT FOUND.
 FK0239
 FK0239                          STATION RECOVERY (1964)
 FK0239
 FK0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FK0239'2 MI NE FROM OAKWOOD.
 FK0239'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FK0239'RAILWAY FROM THE STATION AT OAKWOOD, DEWEY COUNTY.  115 FEET
 FK0239'SOUTH AND 32 FEET WEST OF CENTERLINE OF RAILROAD CROSSING, 35
 FK0239'FEET NORTH OF AN REA POWER-LINE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0118 ***********************************************************************
 GJ0118  DESIGNATION -  S 113
 GJ0118  PID         -  GJ0118
 GJ0118  STATE/COUNTY-  OK/MAJOR
 GJ0118  COUNTRY     -  US
 GJ0118  USGS QUAD   -  GLASS MOUNTAINS (2018)
 GJ0118
 GJ0118                         *CURRENT SURVEY CONTROL
 GJ0118  ______________________________________________________________________
 GJ0118* NAD 83(1986) POSITION- 36 21 43.     (N) 098 35 17.     (W)   SCALED
 GJ0118* NAVD 88 ORTHO HEIGHT -   418.543 (meters)     1373.17  (feet) ADJUSTED
 GJ0118  ______________________________________________________________________
 GJ0118  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 GJ0118  DYNAMIC HEIGHT  -        418.165 (meters)     1371.93  (feet) COMP
 GJ0118  MODELED GRAVITY -    979,717.2   (mgal)                       NAVD 88
 GJ0118
 GJ0118  VERT ORDER      -  SECOND    CLASS 0
 GJ0118
 GJ0118.The horizontal coordinates were scaled from a map and have
 GJ0118.an estimated accuracy of +/- 6 seconds.
 GJ0118
 GJ0118.The orthometric height was determined by differential leveling and
 GJ0118.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0118.in June 1991.
 GJ0118
 GJ0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0118.GEOID18 height accuracy estimate available here.
 GJ0118
 GJ0118.Click photographs - Photos may exist for this station.
 GJ0118
 GJ0118.The dynamic height is computed by dividing the NAVD 88
 GJ0118.geopotential number by the normal gravity value computed on the
 GJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0118.degrees latitude (g = 980.6199 gals.).
 GJ0118
 GJ0118.The modeled gravity was interpolated from observed gravity values.
 GJ0118
 GJ0118;                    North         East    Units  Estimated Accuracy
 GJ0118;SPC OK N     -   151,270.      547,230.      MT  (+/- 180 meters Scaled)
 GJ0118
 GJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF369241(NAD 83)
 GJ0118
 GJ0118                          SUPERSEDED SURVEY CONTROL
 GJ0118
 GJ0118  NGVD 29 (??/??/92)  418.369  (m)         1372.60   (f) ADJ UNCH    2 0
 GJ0118
 GJ0118.Superseded values are not recommended for survey control.
 GJ0118
 GJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0118.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0118
 GJ0118_MARKER: DB = BENCH MARK DISK
 GJ0118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0118_SP_SET: CULVERT HEADWALL
 GJ0118_STAMPING: S 113 1935
 GJ0118_MARK LOGO: CGS
 GJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0118+STABILITY: SURFACE MOTION
 GJ0118
 GJ0118  HISTORY     - Date     Condition        Report By
 GJ0118  HISTORY     - 1935     MONUMENTED       CGS
 GJ0118
 GJ0118                          STATION DESCRIPTION
 GJ0118
 GJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0118'6 MI W FROM ORIENTA.
 GJ0118'6.0 MILES WEST OF SANTA FE STATION AT ORIENTA 0.25 MILE WEST OF
 GJ0118'TOP OF PASSOVER RIDGE, 15 FEET SOUTH OF CENTER LINE OF STATE
 GJ0118'HIGHWAY 15, SET ON EAST END OF SOUTH HEADWALL OF CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0066 ***********************************************************************
 FK0066  DESIGNATION -  S 114
 FK0066  PID         -  FK0066
 FK0066  STATE/COUNTY-  OK/BLAINE
 FK0066  COUNTRY     -  US
 FK0066  USGS QUAD   -  WATONGA SE (2018)
 FK0066
 FK0066                         *CURRENT SURVEY CONTROL
 FK0066  ______________________________________________________________________
 FK0066* NAD 83(1986) POSITION- 35 50 27.     (N) 098 15 42.     (W)   SCALED
 FK0066* NAVD 88 ORTHO HEIGHT -   383.023 (meters)     1256.63  (feet) ADJUSTED
 FK0066  ______________________________________________________________________
 FK0066  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 FK0066  DYNAMIC HEIGHT  -        382.669 (meters)     1255.47  (feet) COMP
 FK0066  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 FK0066
 FK0066  VERT ORDER      -  SECOND    CLASS 0
 FK0066
 FK0066.The horizontal coordinates were scaled from a map and have
 FK0066.an estimated accuracy of +/- 6 seconds.
 FK0066
 FK0066.The orthometric height was determined by differential leveling and
 FK0066.adjusted by the NATIONAL GEODETIC SURVEY
 FK0066.in June 1991.
 FK0066
 FK0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0066.GEOID18 height accuracy estimate available here.
 FK0066
 FK0066.Click photographs - Photos may exist for this station.
 FK0066
 FK0066.The dynamic height is computed by dividing the NAVD 88
 FK0066.geopotential number by the normal gravity value computed on the
 FK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0066.degrees latitude (g = 980.6199 gals.).
 FK0066
 FK0066.The modeled gravity was interpolated from observed gravity values.
 FK0066
 FK0066;                    North         East    Units  Estimated Accuracy
 FK0066;SPC OK N     -    93,320.      576,360.      MT  (+/- 180 meters Scaled)
 FK0066
 FK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE666665(NAD 83)
 FK0066
 FK0066                          SUPERSEDED SURVEY CONTROL
 FK0066
 FK0066  NGVD 29 (??/??/92)  382.862  (m)         1256.11   (f) ADJ UNCH    2 0
 FK0066
 FK0066.Superseded values are not recommended for survey control.
 FK0066
 FK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0066.See file dsdata.pdf to determine how the superseded data were derived.
 FK0066
 FK0066_MARKER: DB = BENCH MARK DISK
 FK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0066_STAMPING: S 114 1935
 FK0066_MARK LOGO: CGS
 FK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0066+STABILITY: SURFACE MOTION
 FK0066
 FK0066  HISTORY     - Date     Condition        Report By
 FK0066  HISTORY     - 1935     MONUMENTED       CGS
 FK0066  HISTORY     - 19951115 MARK NOT FOUND   OKDOT
 FK0066
 FK0066                          STATION DESCRIPTION
 FK0066
 FK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0066'8.6 MI E FROM WATONGA.
 FK0066'8.6 MILES EAST OF ROCK ISLAND STATION AT WATONGA.  360 FEET
 FK0066'WEST OF SECTION LINE ROAD, 100 FEET NORTH OF DRAINAGE CUT,
 FK0066'75 FEET SOUTH OF STATE HIGHWAY 33, ON WEST EDGE OF PIECE OF
 FK0066'LAND NOT UTILIZED.
 FK0066
 FK0066                          STATION RECOVERY (1995)
 FK0066
 FK0066'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0370 ***********************************************************************
 GL0370  DESIGNATION -  S 12
 GL0370  PID         -  GL0370
 GL0370  STATE/COUNTY-  OK/CIMARRON
 GL0370  COUNTRY     -  US
 GL0370  USGS QUAD   -  KENTON SE (2018)
 GL0370
 GL0370                         *CURRENT SURVEY CONTROL
 GL0370  ______________________________________________________________________
 GL0370* NAD 83(1986) POSITION- 36 48 23.63   (N) 102 48 19.55   (W)   HD_HELD1
 GL0370* NAVD 88 ORTHO HEIGHT -  1389.585 (meters)     4559.00  (feet) ADJUSTED
 GL0370  ______________________________________________________________________
 GL0370  GEOID HEIGHT    -        -23.005 (meters)                     GEOID18
 GL0370  DYNAMIC HEIGHT  -       1388.033 (meters)     4553.90  (feet) COMP
 GL0370  MODELED GRAVITY -    979,465.7   (mgal)                       NAVD 88
 GL0370
 GL0370  VERT ORDER      -  SECOND    CLASS 0
 GL0370
 GL0370.The horizontal coordinates were determined by differentially corrected
 GL0370.hand held GPS observations or other comparable positioning techniques
 GL0370.and have an estimated accuracy of +/- 3 meters.
 GL0370
 GL0370.The orthometric height was determined by differential leveling and
 GL0370.adjusted by the NATIONAL GEODETIC SURVEY
 GL0370.in June 1991.
 GL0370
 GL0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0370.GEOID18 height accuracy estimate available here.
 GL0370
 GL0370.Click photographs - Photos may exist for this station.
 GL0370
 GL0370.The dynamic height is computed by dividing the NAVD 88
 GL0370.geopotential number by the normal gravity value computed on the
 GL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0370.degrees latitude (g = 980.6199 gals.).
 GL0370
 GL0370.The modeled gravity was interpolated from observed gravity values.
 GL0370
 GL0370;                    North         East    Units  Estimated Accuracy
 GL0370;SPC OK N     -   211,061.1     171,351.3     MT  (+/- 3 meters HH1 GPS) 
 GL0370
 GL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9577175661(NAD 83)
 GL0370
 GL0370                          SUPERSEDED SURVEY CONTROL
 GL0370
 GL0370.No superseded survey control is available for this station.
 GL0370
 GL0370_MARKER: DB = BENCH MARK DISK
 GL0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0370_STAMPING: S 12 1939
 GL0370_MARK LOGO: CGS
 GL0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0370+STABILITY: SURFACE MOTION
 GL0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0370+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 GL0370
 GL0370  HISTORY     - Date     Condition        Report By
 GL0370  HISTORY     - 1939     MONUMENTED       CGS
 GL0370  HISTORY     - 1941     GOOD             LOCSUR
 GL0370  HISTORY     - 20051008 GOOD             INDIV
 GL0370  HISTORY     - 20080826 GOOD             GEOCAC
 GL0370
 GL0370                          STATION DESCRIPTION
 GL0370
 GL0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0370'11.1 MI NE FROM WHEELESS.
 GL0370'11.1 MILES NORTHEAST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  108
 GL0370'FEET WEST OF CENTER-LINE OF HIGHWAY.  12 FEET NORTH OF A DIM TRAIL TO
 GL0370'THE NORTHWEST.  JUST SOUTH OF TOP OF A GRADE.
 GL0370
 GL0370                          STATION RECOVERY (1941)
 GL0370
 GL0370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 GL0370'RECOVERED IN GOOD CONDITION.
 GL0370
 GL0370                          STATION RECOVERY (2005)
 GL0370
 GL0370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0370'RECOVERED IN GOOD CONDITION.
 GL0370
 GL0370                          STATION RECOVERY (2008)
 GL0370
 GL0370'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 GL0370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0357 ***********************************************************************
 GH0357  DESIGNATION -  S 130
 GH0357  PID         -  GH0357
 GH0357  STATE/COUNTY-  OK/NOBLE
 GH0357  COUNTRY     -  US
 GH0357  USGS QUAD   -  MARLAND (2018)
 GH0357
 GH0357                         *CURRENT SURVEY CONTROL
 GH0357  ______________________________________________________________________
 GH0357* NAD 83(1986) POSITION- 36 30 26.     (N) 097 10 08.     (W)   SCALED
 GH0357* NAVD 88 ORTHO HEIGHT -   286.640 (meters)      940.42  (feet) ADJUSTED
 GH0357  ______________________________________________________________________
 GH0357  GEOID HEIGHT    -        -28.690 (meters)                     GEOID18
 GH0357  DYNAMIC HEIGHT  -        286.390 (meters)      939.60  (feet) COMP
 GH0357  MODELED GRAVITY -    979,752.7   (mgal)                       NAVD 88
 GH0357
 GH0357  VERT ORDER      -  SECOND    CLASS 0
 GH0357
 GH0357.The horizontal coordinates were scaled from a map and have
 GH0357.an estimated accuracy of +/- 6 seconds.
 GH0357
 GH0357.The orthometric height was determined by differential leveling and
 GH0357.adjusted by the NATIONAL GEODETIC SURVEY
 GH0357.in June 1991.
 GH0357
 GH0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0357.GEOID18 height accuracy estimate available here.
 GH0357
 GH0357.Click photographs - Photos may exist for this station.
 GH0357
 GH0357.The dynamic height is computed by dividing the NAVD 88
 GH0357.geopotential number by the normal gravity value computed on the
 GH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0357.degrees latitude (g = 980.6199 gals.).
 GH0357
 GH0357.The modeled gravity was interpolated from observed gravity values.
 GH0357
 GH0357;                    North         East    Units  Estimated Accuracy
 GH0357;SPC OK N     -   167,550.      674,450.      MT  (+/- 180 meters Scaled)
 GH0357
 GH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF639417(NAD 83)
 GH0357
 GH0357                          SUPERSEDED SURVEY CONTROL
 GH0357
 GH0357  NGVD 29 (??/??/92)  286.513  (m)          940.00   (f) ADJ UNCH    2 0
 GH0357
 GH0357.Superseded values are not recommended for survey control.
 GH0357
 GH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0357.See file dsdata.pdf to determine how the superseded data were derived.
 GH0357
 GH0357_MARKER: DB = BENCH MARK DISK
 GH0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0357_STAMPING: S 130 1934
 GH0357_MARK LOGO: CGS
 GH0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0357+STABILITY: SURFACE MOTION
 GH0357
 GH0357  HISTORY     - Date     Condition        Report By
 GH0357  HISTORY     - 1934     MONUMENTED       CGS
 GH0357  HISTORY     - 1965     POOR             USGS
 GH0357
 GH0357                          STATION DESCRIPTION
 GH0357
 GH0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0357'2.9 MI N FROM RED ROCK.
 GH0357'2.9 MILES NORTH OF, ALONG A.T. AND S.F.RY, FROM STATION ABOUT 2.9
 GH0357'MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 GH0357'THE STATION AT RED ROCK, NOBLE COUNTY, ABOUT 270 FEET NORTH
 GH0357'OF MILEPOST 304, ABOUT 300 FEET SOUTH OF CULVERT 303 C, AT A
 GH0357'DIRT-ROAD CROSSING, 47.6 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 GH0357'7.6 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED S 130
 GH0357'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST HAS
 GH0357'BEEN DISTURBED, BUT IS SOLID.
 GH0357
 GH0357                          STATION RECOVERY (1965)
 GH0357
 GH0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0357'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0239 ***********************************************************************
 GH0239  DESIGNATION -  S 131
 GH0239  PID         -  GH0239
 GH0239  STATE/COUNTY-  OK/KAY
 GH0239  COUNTRY     -  US
 GH0239  USGS QUAD   -  PONCA CITY (2018)
 GH0239
 GH0239                         *CURRENT SURVEY CONTROL
 GH0239  ______________________________________________________________________
 GH0239* NAD 83(1986) POSITION- 36 43 01.     (N) 097 06 10.     (W)   SCALED
 GH0239* NAVD 88 ORTHO HEIGHT -   303.966 (meters)      997.26  (feet) ADJUSTED
 GH0239  ______________________________________________________________________
 GH0239  GEOID HEIGHT    -        -28.878 (meters)                     GEOID18
 GH0239  DYNAMIC HEIGHT  -        303.705 (meters)      996.41  (feet) COMP
 GH0239  MODELED GRAVITY -    979,767.4   (mgal)                       NAVD 88
 GH0239
 GH0239  VERT ORDER      -  SECOND    CLASS 0
 GH0239
 GH0239.The horizontal coordinates were scaled from a map and have
 GH0239.an estimated accuracy of +/- 6 seconds.
 GH0239
 GH0239.The orthometric height was determined by differential leveling and
 GH0239.adjusted by the NATIONAL GEODETIC SURVEY
 GH0239.in June 1991.
 GH0239
 GH0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0239.GEOID18 height accuracy estimate available here.
 GH0239
 GH0239.Click photographs - Photos may exist for this station.
 GH0239
 GH0239.The dynamic height is computed by dividing the NAVD 88
 GH0239.geopotential number by the normal gravity value computed on the
 GH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0239.degrees latitude (g = 980.6199 gals.).
 GH0239
 GH0239.The modeled gravity was interpolated from observed gravity values.
 GH0239
 GH0239;                    North         East    Units  Estimated Accuracy
 GH0239;SPC OK N     -   190,880.      680,160.      MT  (+/- 180 meters Scaled)
 GH0239
 GH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF694651(NAD 83)
 GH0239
 GH0239                          SUPERSEDED SURVEY CONTROL
 GH0239
 GH0239  NGVD 29 (??/??/92)  303.834  (m)          996.83   (f) ADJ UNCH    2 0
 GH0239
 GH0239.Superseded values are not recommended for survey control.
 GH0239
 GH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0239.See file dsdata.pdf to determine how the superseded data were derived.
 GH0239
 GH0239_MARKER: DB = BENCH MARK DISK
 GH0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0239_STAMPING: S 131 1934
 GH0239_MARK LOGO: CGS
 GH0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0239+STABILITY: SURFACE MOTION
 GH0239
 GH0239  HISTORY     - Date     Condition        Report By
 GH0239  HISTORY     - 1934     MONUMENTED       CGS
 GH0239  HISTORY     - 1960     GOOD             CGS
 GH0239  HISTORY     - 1976     GOOD             NGS
 GH0239
 GH0239                          STATION DESCRIPTION
 GH0239
 GH0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0239'3 MI W FROM PONCA CITY.
 GH0239'ABOUT 3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0239'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 385 FEET
 GH0239'WEST OF MILEPOST 141, AT A PAVED-ROAD CROSSING, 42.4 FEET
 GH0239'NORTH OF THE CENTER LINE OF THE TRACK, 40 FEET EAST OF THE CENTER
 GH0239'LINE OF THE ROAD, 42 FEET NORTHEAST OF A WIG-WAG SIGNAL, AND 8.9
 GH0239'FEET EAST OF A POLE.  A STANDARD DISK, STAMPED S 131 1934 AND
 GH0239'SET IN THE TOP OF A CONCRETE POST.
 GH0239
 GH0239                          STATION RECOVERY (1960)
 GH0239
 GH0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GH0239'RECOVERED IN GOOD CONDITION.
 GH0239
 GH0239                          STATION RECOVERY (1976)
 GH0239
 GH0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GH0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0004 ***********************************************************************
 GH0004  DESIGNATION -  S 132
 GH0004  PID         -  GH0004
 GH0004  STATE/COUNTY-  OK/OSAGE
 GH0004  COUNTRY     -  US
 GH0004  USGS QUAD   -  PEARSONIA (2018)
 GH0004
 GH0004                         *CURRENT SURVEY CONTROL
 GH0004  ______________________________________________________________________
 GH0004* NAD 83(1986) POSITION- 36 48 22.     (N) 096 27 30.     (W)   SCALED
 GH0004* NAVD 88 ORTHO HEIGHT -   311.718 (meters)     1022.69  (feet) ADJUSTED
 GH0004  ______________________________________________________________________
 GH0004  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 GH0004  DYNAMIC HEIGHT  -        311.463 (meters)     1021.86  (feet) COMP
 GH0004  MODELED GRAVITY -    979,803.6   (mgal)                       NAVD 88
 GH0004
 GH0004  VERT ORDER      -  SECOND    CLASS 0
 GH0004
 GH0004.The horizontal coordinates were scaled from a map and have
 GH0004.an estimated accuracy of +/- 6 seconds.
 GH0004
 GH0004.The orthometric height was determined by differential leveling and
 GH0004.adjusted by the NATIONAL GEODETIC SURVEY
 GH0004.in June 1991.
 GH0004
 GH0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0004.GEOID18 height accuracy estimate available here.
 GH0004
 GH0004.Click photographs - Photos may exist for this station.
 GH0004
 GH0004.The dynamic height is computed by dividing the NAVD 88
 GH0004.geopotential number by the normal gravity value computed on the
 GH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0004.degrees latitude (g = 980.6199 gals.).
 GH0004
 GH0004.The modeled gravity was interpolated from observed gravity values.
 GH0004
 GH0004;                    North         East    Units  Estimated Accuracy
 GH0004;SPC OK N     -   201,490.      737,570.      MT  (+/- 180 meters Scaled)
 GH0004
 GH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF267763(NAD 83)
 GH0004
 GH0004                          SUPERSEDED SURVEY CONTROL
 GH0004
 GH0004  NGVD 29 (??/??/92)  311.598  (m)         1022.30   (f) ADJ UNCH    2 0
 GH0004
 GH0004.Superseded values are not recommended for survey control.
 GH0004
 GH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0004.See file dsdata.pdf to determine how the superseded data were derived.
 GH0004
 GH0004_MARKER: DB = BENCH MARK DISK
 GH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0004_STAMPING: S 132 1934
 GH0004_MARK LOGO: CGS
 GH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0004+STABILITY: SURFACE MOTION
 GH0004
 GH0004  HISTORY     - Date     Condition        Report By
 GH0004  HISTORY     - 1934     MONUMENTED       CGS
 GH0004  HISTORY     - 20220609 MARK NOT FOUND   OKDOT
 GH0004
 GH0004                          STATION DESCRIPTION
 GH0004
 GH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0004'10 MI SE FROM FORAKER.
 GH0004'10.0 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0004'STATION AT FORAKER, OSAGE COUNTY, 0.4 MILE NORTHWEST OF THE
 GH0004'STATION SIGN AT PEARSONIA, 980 FEET NORTHWEST OF MILEPOST 214,
 GH0004'630 FEET EAST OF A CULVERT, AT THE WEST END OF A CUT THROUGH A
 GH0004'HILL, 40 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 20.3
 GH0004'FEET WEST OF TELEPHONE POLE 1935.  A STANDARD DISK, STAMPED S 132
 GH0004'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0004
 GH0004                          STATION RECOVERY (2022)
 GH0004
 GH0004'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GH0004'THE TRACK HAS BEEN REMOVED.  NO TELEPHONE POLES NEAR THE COORDINATES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0110 ***********************************************************************
 GH0110  DESIGNATION -  S 133
 GH0110  PID         -  GH0110
 GH0110  STATE/COUNTY-  OK/OSAGE
 GH0110  COUNTRY     -  US
 GH0110  USGS QUAD   -  AVANT (2018)
 GH0110
 GH0110                         *CURRENT SURVEY CONTROL
 GH0110  ______________________________________________________________________
 GH0110* NAD 83(1986) POSITION- 36 29 14.     (N) 096 03 36.     (W)   SCALED
 GH0110* NAVD 88 ORTHO HEIGHT -   207.669 (meters)      681.33  (feet) ADJUSTED
 GH0110  ______________________________________________________________________
 GH0110  GEOID HEIGHT    -        -28.683 (meters)                     GEOID18
 GH0110  DYNAMIC HEIGHT  -        207.496 (meters)      680.76  (feet) COMP
 GH0110  MODELED GRAVITY -    979,796.1   (mgal)                       NAVD 88
 GH0110
 GH0110  VERT ORDER      -  SECOND    CLASS 0
 GH0110
 GH0110.The horizontal coordinates were scaled from a map and have
 GH0110.an estimated accuracy of +/- 6 seconds.
 GH0110
 GH0110.The orthometric height was determined by differential leveling and
 GH0110.adjusted by the NATIONAL GEODETIC SURVEY
 GH0110.in June 1991.
 GH0110
 GH0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0110.GEOID18 height accuracy estimate available here.
 GH0110
 GH0110.Click photographs - Photos may exist for this station.
 GH0110
 GH0110.The dynamic height is computed by dividing the NAVD 88
 GH0110.geopotential number by the normal gravity value computed on the
 GH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0110.degrees latitude (g = 980.6199 gals.).
 GH0110
 GH0110.The modeled gravity was interpolated from observed gravity values.
 GH0110
 GH0110;                    North         East    Units  Estimated Accuracy
 GH0110;SPC OK N     -   166,750.      773,820.      MT  (+/- 180 meters Scaled)
 GH0110
 GH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF633420(NAD 83)
 GH0110
 GH0110                          SUPERSEDED SURVEY CONTROL
 GH0110
 GH0110  NGVD 29 (??/??/92)  207.557  (m)          680.96   (f) ADJ UNCH    2 0
 GH0110
 GH0110.Superseded values are not recommended for survey control.
 GH0110
 GH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0110.See file dsdata.pdf to determine how the superseded data were derived.
 GH0110
 GH0110_MARKER: DB = BENCH MARK DISK
 GH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0110_STAMPING: S 133 1934
 GH0110_MARK LOGO: CGS
 GH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0110+STABILITY: SURFACE MOTION
 GH0110
 GH0110  HISTORY     - Date     Condition        Report By
 GH0110  HISTORY     - 1934     MONUMENTED       CGS
 GH0110
 GH0110                          STATION DESCRIPTION
 GH0110
 GH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0110'AT AVANT.
 GH0110'AT AVANT, OSAGE COUNTY, ON THE MIDLAND VALLEY RAILROAD, 90
 GH0110'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 31.5
 GH0110'FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 7 FEET WEST
 GH0110'OF THE WEST SIDE OF THE SMALL STATION COAL HOUSE, AND 3 FEET
 GH0110'SOUTH OF A POLE.  A STANDARD DISK, STAMPED S 133 1934 AND
 GH0110'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0511 ***********************************************************************
 GG0511  DESIGNATION -  S 135
 GG0511  PID         -  GG0511
 GG0511  STATE/COUNTY-  OK/NOWATA
 GG0511  COUNTRY     -  US
 GG0511  USGS QUAD   -  NOWATA EAST (2019)
 GG0511
 GG0511                         *CURRENT SURVEY CONTROL
 GG0511  ______________________________________________________________________
 GG0511* NAD 83(1986) POSITION- 36 41 58.     (N) 095 32 22.     (W)   SCALED
 GG0511* NAVD 88 ORTHO HEIGHT -   196.045 (meters)      643.19  (feet) ADJUSTED
 GG0511  ______________________________________________________________________
 GG0511  GEOID HEIGHT    -        -29.400 (meters)                     GEOID18
 GG0511  DYNAMIC HEIGHT  -        195.883 (meters)      642.66  (feet) COMP
 GG0511  MODELED GRAVITY -    979,798.3   (mgal)                       NAVD 88
 GG0511
 GG0511  VERT ORDER      -  SECOND    CLASS 0
 GG0511
 GG0511.The horizontal coordinates were scaled from a map and have
 GG0511.an estimated accuracy of +/- 6 seconds.
 GG0511
 GG0511.The orthometric height was determined by differential leveling and
 GG0511.adjusted by the NATIONAL GEODETIC SURVEY
 GG0511.in June 1991.
 GG0511
 GG0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0511.GEOID18 height accuracy estimate available here.
 GG0511
 GG0511.Click photographs - Photos may exist for this station.
 GG0511
 GG0511.The dynamic height is computed by dividing the NAVD 88
 GG0511.geopotential number by the normal gravity value computed on the
 GG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0511.degrees latitude (g = 980.6199 gals.).
 GG0511
 GG0511.The modeled gravity was interpolated from observed gravity values.
 GG0511
 GG0511;                    North         East    Units  Estimated Accuracy
 GG0511;SPC OK N     -   191,350.      819,850.      MT  (+/- 180 meters Scaled)
 GG0511
 GG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA731645(NAD 83)
 GG0511
 GG0511                          SUPERSEDED SURVEY CONTROL
 GG0511
 GG0511  NGVD 29 (??/??/92)  195.919  (m)          642.78   (f) ADJ UNCH    2 0
 GG0511
 GG0511.Superseded values are not recommended for survey control.
 GG0511
 GG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0511.See file dsdata.pdf to determine how the superseded data were derived.
 GG0511
 GG0511_MARKER: DB = BENCH MARK DISK
 GG0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0511_STAMPING: S 135 1934
 GG0511_MARK LOGO: CGS
 GG0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0511+STABILITY: SURFACE MOTION
 GG0511
 GG0511  HISTORY     - Date     Condition        Report By
 GG0511  HISTORY     - 1934     MONUMENTED       CGS
 GG0511  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0511
 GG0511                          STATION DESCRIPTION
 GG0511
 GG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0511'6 MI E FROM NOWATA.
 GG0511'6.0 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE MISSOURI PACIFIC
 GG0511'RAILROAD STATION AT NOWATA, NOWATA COUNTY, 165 FEET NORTHWEST
 GG0511'OF THE A.A. BRIGGS GENERAL MERCHANDISE STORE, 48 FEET WEST OF
 GG0511'THE CENTERLINE OF A GRAVEL CROSSROAD, AT THE JUNCTION OF STATE
 GG0511'HIGHWAY 28, 50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GG0511'60, AND 48 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED S
 GG0511'135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0511
 GG0511                          STATION RECOVERY (1988)
 GG0511
 GG0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0441 ***********************************************************************
 GG0441  DESIGNATION -  S 137
 GG0441  PID         -  GG0441
 GG0441  STATE/COUNTY-  OK/TULSA
 GG0441  COUNTRY     -  US
 GG0441  USGS QUAD   -  BROKEN ARROW (2019)
 GG0441
 GG0441                         *CURRENT SURVEY CONTROL
 GG0441  ______________________________________________________________________
 GG0441* NAD 83(1986) POSITION- 36 02 53.     (N) 095 47 28.     (W)   SCALED
 GG0441* NAVD 88 ORTHO HEIGHT -   226.649 (meters)      743.60  (feet) ADJUSTED
 GG0441  ______________________________________________________________________
 GG0441  GEOID HEIGHT    -        -29.128 (meters)                     GEOID18
 GG0441  DYNAMIC HEIGHT  -        226.449 (meters)      742.94  (feet) COMP
 GG0441  MODELED GRAVITY -    979,745.1   (mgal)                       NAVD 88
 GG0441
 GG0441  VERT ORDER      -  SECOND    CLASS 0
 GG0441
 GG0441.The horizontal coordinates were scaled from a map and have
 GG0441.an estimated accuracy of +/- 6 seconds.
 GG0441
 GG0441.The orthometric height was determined by differential leveling and
 GG0441.adjusted by the NATIONAL GEODETIC SURVEY
 GG0441.in June 1991.
 GG0441
 GG0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0441.GEOID18 height accuracy estimate available here.
 GG0441
 GG0441.Click photographs - Photos may exist for this station.
 GG0441
 GG0441.The dynamic height is computed by dividing the NAVD 88
 GG0441.geopotential number by the normal gravity value computed on the
 GG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0441.degrees latitude (g = 980.6199 gals.).
 GG0441
 GG0441.The modeled gravity was interpolated from observed gravity values.
 GG0441
 GG0441;                    North         East    Units  Estimated Accuracy
 GG0441;SPC OK N     -   118,550.      799,010.      MT  (+/- 180 meters Scaled)
 GG0441
 GG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV485928(NAD 83)
 GG0441
 GG0441                          SUPERSEDED SURVEY CONTROL
 GG0441
 GG0441  NGVD 29 (??/??/92)  226.527  (m)          743.20   (f) ADJ UNCH    2 0
 GG0441
 GG0441.Superseded values are not recommended for survey control.
 GG0441
 GG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0441.See file dsdata.pdf to determine how the superseded data were derived.
 GG0441
 GG0441_MARKER: DB = BENCH MARK DISK
 GG0441_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0441_STAMPING: S 137 1934
 GG0441_MARK LOGO: CGS
 GG0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0441
 GG0441  HISTORY     - Date     Condition        Report By
 GG0441  HISTORY     - 1934     MONUMENTED       CGS
 GG0441  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0441
 GG0441                          STATION DESCRIPTION
 GG0441
 GG0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0441'IN BROKEN ARROW.
 GG0441'65 FEET SOUTH OF SOUTHWEST CORNER OF MISSOURI, KANSAS, TEXAS
 GG0441'RY. STATION, 45 FEET SOUTH OF CENTERLINE OF MAIN LINE TRACK
 GG0441'OF MISSOURI, KANSAS TEXAS R.R. TRACK, 3.5 FEET SOUTHEAST OF
 GG0441'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 GG0441
 GG0441                          STATION RECOVERY (1994)
 GG0441
 GG0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0441'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0029 ***********************************************************************
 FJ0029  DESIGNATION -  S 138
 FJ0029  PID         -  FJ0029
 FJ0029  STATE/COUNTY-  OK/CREEK
 FJ0029  COUNTRY     -  US
 FJ0029  USGS QUAD   -  BRISTOW (2018)
 FJ0029
 FJ0029                         *CURRENT SURVEY CONTROL
 FJ0029  ______________________________________________________________________
 FJ0029* NAD 83(1986) POSITION- 35 48 33.11   (N) 096 28 35.76   (W)   HD_HELD1
 FJ0029* NAVD 88 ORTHO HEIGHT -   246.317 (meters)      808.13  (feet) ADJUSTED
 FJ0029  ______________________________________________________________________
 FJ0029  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 FJ0029  DYNAMIC HEIGHT  -        246.093 (meters)      807.39  (feet) COMP
 FJ0029  MODELED GRAVITY -    979,716.7   (mgal)                       NAVD 88
 FJ0029
 FJ0029  VERT ORDER      -  SECOND    CLASS 0
 FJ0029
 FJ0029.The horizontal coordinates were determined by differentially corrected
 FJ0029.hand held GPS observations or other comparable positioning techniques
 FJ0029.and have an estimated accuracy of +/- 3 meters.
 FJ0029
 FJ0029.The orthometric height was determined by differential leveling and
 FJ0029.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0029.in June 1991.
 FJ0029
 FJ0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0029.GEOID18 height accuracy estimate available here.
 FJ0029
 FJ0029.Click photographs - Photos may exist for this station.
 FJ0029
 FJ0029.The dynamic height is computed by dividing the NAVD 88
 FJ0029.geopotential number by the normal gravity value computed on the
 FJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0029.degrees latitude (g = 980.6199 gals.).
 FJ0029
 FJ0029.The modeled gravity was interpolated from observed gravity values.
 FJ0029
 FJ0029;                    North         East    Units  Estimated Accuracy
 FJ0029;SPC OK N     -    90,862.7     737,675.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0029
 FJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2799865724(NAD 83)
 FJ0029
 FJ0029                          SUPERSEDED SURVEY CONTROL
 FJ0029
 FJ0029  NGVD 29 (??/??/92)  246.206  (m)          807.76   (f) ADJ UNCH    2 0
 FJ0029
 FJ0029.Superseded values are not recommended for survey control.
 FJ0029
 FJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0029.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0029
 FJ0029_MARKER: DB = BENCH MARK DISK
 FJ0029_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0029_STAMPING: S 138 1934
 FJ0029_MARK LOGO: CGS
 FJ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0029
 FJ0029  HISTORY     - Date     Condition        Report By
 FJ0029  HISTORY     - 1934     MONUMENTED       CGS
 FJ0029  HISTORY     - 1970     GOOD
 FJ0029
 FJ0029                          STATION DESCRIPTION
 FJ0029
 FJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0029'1.6 MI NE FROM DEPEW.
 FJ0029'1.6 MILES NORTHEAST OF, ALONG SLSFRY 225 FEET EAST OF M.P. 464-30,
 FJ0029'110 FEET NORTHEAST OF RAINBOW SPUR SIGN BOARD, 50 FEET NORTH OF
 FJ0029'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 42 FEET NORTH OF
 FJ0029'SWITCH STAND TO RAINBOW SPUR, 37.8 FEET WEST OF CENTERLINE OF DIRT
 FJ0029'ROAD CROSSING, 3.4 FEET NORTH OF TELEPHONE POLE 4287.  TABLET SET
 FJ0029'IN PRECAST CONCRETE POST.
 FJ0029
 FJ0029                          STATION RECOVERY (1970)
 FJ0029
 FJ0029'RECOVERED 1970
 FJ0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0461 ***********************************************************************
 FH0461  DESIGNATION -  S 139
 FH0461  PID         -  FH0461
 FH0461  STATE/COUNTY-  OK/MUSKOGEE
 FH0461  COUNTRY     -  US
 FH0461  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0461
 FH0461                         *CURRENT SURVEY CONTROL
 FH0461  ______________________________________________________________________
 FH0461* NAD 83(1986) POSITION- 35 46 50.     (N) 095 20 28.     (W)   SCALED
 FH0461* NAVD 88 ORTHO HEIGHT -   166.636 (meters)      546.70  (feet) ADJUSTED
 FH0461  ______________________________________________________________________
 FH0461  GEOID HEIGHT    -        -29.428 (meters)                     GEOID18
 FH0461  DYNAMIC HEIGHT  -        166.487 (meters)      546.22  (feet) COMP
 FH0461  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 FH0461
 FH0461  VERT ORDER      -  SECOND    CLASS 0
 FH0461
 FH0461.The horizontal coordinates were scaled from a map and have
 FH0461.an estimated accuracy of +/- 6 seconds.
 FH0461
 FH0461.The orthometric height was determined by differential leveling and
 FH0461.adjusted by the NATIONAL GEODETIC SURVEY
 FH0461.in June 1991.
 FH0461
 FH0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0461.GEOID18 height accuracy estimate available here.
 FH0461
 FH0461.Click photographs - Photos may exist for this station.
 FH0461
 FH0461.The dynamic height is computed by dividing the NAVD 88
 FH0461.geopotential number by the normal gravity value computed on the
 FH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0461.degrees latitude (g = 980.6199 gals.).
 FH0461
 FH0461.The modeled gravity was interpolated from observed gravity values.
 FH0461
 FH0461;                    North         East    Units  Estimated Accuracy
 FH0461;SPC OK N     -    89,900.      840,360.      MT  (+/- 180 meters Scaled)
 FH0461
 FH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV883621(NAD 83)
 FH0461
 FH0461                          SUPERSEDED SURVEY CONTROL
 FH0461
 FH0461  NGVD 29 (??/??/92)  166.527  (m)          546.35   (f) ADJ UNCH    2 0
 FH0461
 FH0461.Superseded values are not recommended for survey control.
 FH0461
 FH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0461.See file dsdata.pdf to determine how the superseded data were derived.
 FH0461
 FH0461_MARKER: DB = BENCH MARK DISK
 FH0461_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0461_STAMPING: S 139 1934
 FH0461_MARK LOGO: CGS
 FH0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0461
 FH0461  HISTORY     - Date     Condition        Report By
 FH0461  HISTORY     - 1934     MONUMENTED       CGS
 FH0461
 FH0461                          STATION DESCRIPTION
 FH0461
 FH0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0461'2.2 MI S FROM WYBARK.
 FH0461'2.2 MILES SOUTH OF, ALONG M.K.T. RY. FROM STATION, ABOUT 650 FEET
 FH0461'SOUTHWEST OF SEMAPHORE 500.8, 635 FEET NORTHEAST OF M.P. 501, 200
 FH0461'FEET SOUTHWEST OF INTERSECTION OF NORTH-SOUTH GRAVEL ROAD WITH
 FH0461'RY., 47.6 FEET SOUTHEAST OF CENTERLINE OF MISSOURI, KANSAS, TEXAS
 FH0461'R.R., 6.5 FEET SOUTHWEST OF TELEGRAPH POLE.  TABLET SET IN PRECAST
 FH0461'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB3362 ***********************************************************************
 AB3362  DESIGNATION -  S 14 RESET
 AB3362  PID         -  AB3362
 AB3362  STATE/COUNTY-  OK/TEXAS
 AB3362  COUNTRY     -  US
 AB3362  USGS QUAD   -  GOODWELL NE (2018)
 AB3362
 AB3362                         *CURRENT SURVEY CONTROL
 AB3362  ______________________________________________________________________
 AB3362* NAD 83(1986) POSITION- 36 39 42.     (N) 101 30 36.     (W)   SCALED
 AB3362* NAVD 88 ORTHO HEIGHT -   952.94  (meters)     3126.4   (feet) RESET
 AB3362  ______________________________________________________________________
 AB3362  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 AB3362  VERT ORDER      -  THIRD
 AB3362
 AB3362.The horizontal coordinates were scaled from a map and have
 AB3362.an estimated accuracy of +/- 6 seconds.
 AB3362
 AB3362.The orthometric height was computed from unverified reset data.
 AB3362
 AB3362.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3362.GEOID18 height accuracy estimate available here.
 AB3362
 AB3362.Click photographs - Photos may exist for this station.
 AB3362
 AB3362;                    North         East    Units  Estimated Accuracy
 AB3362;SPC OK N     -   190,040.      286,260.      MT  (+/- 180 meters Scaled)
 AB3362
 AB3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF756602(NAD 83)
 AB3362
 AB3362                          SUPERSEDED SURVEY CONTROL
 AB3362
 AB3362.No superseded survey control is available for this station.
 AB3362
 AB3362_MARKER: DB = BENCH MARK DISK
 AB3362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3362_SP_SET: CULVERT HEADWALL
 AB3362_STAMPING: S 14 RESET 1961
 AB3362_MARK LOGO: CGS
 AB3362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3362+STABILITY: SURFACE MOTION
 AB3362
 AB3362  HISTORY     - Date     Condition        Report By
 AB3362  HISTORY     - 1961     MONUMENTED       OKDH
 AB3362
 AB3362                          STATION DESCRIPTION
 AB3362
 AB3362'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1961
 AB3362'2.2 MILES (3.5 KM) SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 AB3362'PACIFIC RAILWAY FROM THE STATION IN GUYMON, ABOUT 27 POLES SOUTHWEST
 AB3362'OF MILEPOST 475, ABOUT 7 POLES NORTHEAST OF A ROAD CROSSING, 90 FEET
 AB3362'(27.4 M) SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT AN 18-INCH
 AB3362'CONCRETE BOX CULVERT UNDER A HIGHWAY, AND IN THE TOP OF THE NORTHEAST
 AB3362'END OF THE NORTHWEST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0618 ***********************************************************************
 FH0618  DESIGNATION -  S 140
 FH0618  PID         -  FH0618
 FH0618  STATE/COUNTY-  OK/HASKELL
 FH0618  COUNTRY     -  US
 FH0618  USGS QUAD   -  STIGLER WEST (2018)
 FH0618
 FH0618                         *CURRENT SURVEY CONTROL
 FH0618  ______________________________________________________________________
 FH0618* NAD 83(1986) POSITION- 35 15 55.     (N) 095 09 18.     (W)   SCALED
 FH0618* NAVD 88 ORTHO HEIGHT -   162.674 (meters)      533.71  (feet) ADJUSTED
 FH0618  ______________________________________________________________________
 FH0618  GEOID HEIGHT    -        -30.567 (meters)                     GEOID18
 FH0618  DYNAMIC HEIGHT  -        162.517 (meters)      533.19  (feet) COMP
 FH0618  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 FH0618
 FH0618  VERT ORDER      -  SECOND    CLASS 0
 FH0618
 FH0618.The horizontal coordinates were scaled from a map and have
 FH0618.an estimated accuracy of +/- 6 seconds.
 FH0618
 FH0618.The orthometric height was determined by differential leveling and
 FH0618.adjusted by the NATIONAL GEODETIC SURVEY
 FH0618.in June 1991.
 FH0618
 FH0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0618.GEOID18 height accuracy estimate available here.
 FH0618
 FH0618.Click photographs - Photos may exist for this station.
 FH0618
 FH0618.The dynamic height is computed by dividing the NAVD 88
 FH0618.geopotential number by the normal gravity value computed on the
 FH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0618.degrees latitude (g = 980.6199 gals.).
 FH0618
 FH0618.The modeled gravity was interpolated from observed gravity values.
 FH0618
 FH0618;                    North         East    Units  Estimated Accuracy
 FH0618;SPC OK S     -   217,950.      858,840.      MT  (+/- 180 meters Scaled)
 FH0618
 FH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV039045(NAD 83)
 FH0618
 FH0618                          SUPERSEDED SURVEY CONTROL
 FH0618
 FH0618  NGVD 29 (??/??/92)  162.568  (m)          533.36   (f) ADJ UNCH    2 0
 FH0618
 FH0618.Superseded values are not recommended for survey control.
 FH0618
 FH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0618.See file dsdata.pdf to determine how the superseded data were derived.
 FH0618
 FH0618_MARKER: DB = BENCH MARK DISK
 FH0618_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0618_STAMPING: S 140 1934
 FH0618_MARK LOGO: CGS
 FH0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0618
 FH0618  HISTORY     - Date     Condition        Report By
 FH0618  HISTORY     - 1934     MONUMENTED       CGS
 FH0618  HISTORY     - 1959     GOOD             CGS
 FH0618
 FH0618                          STATION DESCRIPTION
 FH0618
 FH0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0618'1.8 MI NW FROM STIGLER.
 FH0618'1.8 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 FH0618'THE STATION AT STIGLER, HASKELL COUNTY, 175 FEET WEST OF MILEPOST
 FH0618'57, ABOUT 450 FEET EAST OF A CONCRETE CULVERT, AT THE WEST END OF
 FH0618'A CUT THROUGH A RIDGE, 48 FEET NORTH OF THE CENTERLINE OF THE
 FH0618'TRACK, 9 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET SOUTH OF THE
 FH0618'RIGHT-OF-WAY FENCE.  NOTE-- 24 FEET WEST-NORTHWEST OF THE 1ST
 FH0618'POLE WEST OF MILEPOST 57.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0500 ***********************************************************************
 FJ0500  DESIGNATION -  S 141
 FJ0500  PID         -  FJ0500
 FJ0500  STATE/COUNTY-  OK/MCCLAIN
 FJ0500  COUNTRY     -  US
 FJ0500  USGS QUAD   -  COLE (2018)
 FJ0500
 FJ0500                         *CURRENT SURVEY CONTROL
 FJ0500  ______________________________________________________________________
 FJ0500* NAD 83(1986) POSITION- 35 06 15.     (N) 097 34 19.     (W)   SCALED
 FJ0500* NAVD 88 ORTHO HEIGHT -   341.418 (meters)     1120.14  (feet) ADJUSTED
 FJ0500  ______________________________________________________________________
 FJ0500  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 FJ0500  DYNAMIC HEIGHT  -        341.082 (meters)     1119.03  (feet) COMP
 FJ0500  MODELED GRAVITY -    979,641.0   (mgal)                       NAVD 88
 FJ0500
 FJ0500  VERT ORDER      -  SECOND    CLASS 0
 FJ0500
 FJ0500.The horizontal coordinates were scaled from a map and have
 FJ0500.an estimated accuracy of +/- 6 seconds.
 FJ0500
 FJ0500.The orthometric height was determined by differential leveling and
 FJ0500.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0500.in June 1991.
 FJ0500
 FJ0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0500.GEOID18 height accuracy estimate available here.
 FJ0500
 FJ0500.Click photographs - Photos may exist for this station.
 FJ0500
 FJ0500.The dynamic height is computed by dividing the NAVD 88
 FJ0500.geopotential number by the normal gravity value computed on the
 FJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0500.degrees latitude (g = 980.6199 gals.).
 FJ0500
 FJ0500.The modeled gravity was interpolated from observed gravity values.
 FJ0500
 FJ0500;                    North         East    Units  Estimated Accuracy
 FJ0500;SPC OK S     -   196,510.      639,030.      MT  (+/- 180 meters Scaled)
 FJ0500
 FJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD301855(NAD 83)
 FJ0500
 FJ0500                          SUPERSEDED SURVEY CONTROL
 FJ0500
 FJ0500  NGVD 29 (??/??/92)  341.308  (m)         1119.77   (f) ADJ UNCH    2 0
 FJ0500
 FJ0500.Superseded values are not recommended for survey control.
 FJ0500
 FJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0500.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0500
 FJ0500_MARKER: DB = BENCH MARK DISK
 FJ0500_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0500_STAMPING: S 141 1934
 FJ0500_MARK LOGO: CGS
 FJ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0500
 FJ0500  HISTORY     - Date     Condition        Report By
 FJ0500  HISTORY     - 1934     MONUMENTED       CGS
 FJ0500  HISTORY     - 1963     MARK NOT FOUND   USGS
 FJ0500
 FJ0500                          STATION DESCRIPTION
 FJ0500
 FJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0500'6.8 MI E FROM BLANCHARD.
 FJ0500'ALONG A.T. AND S.F. RY. FROM STATION, MARK SET AT COLE SIDING,
 FJ0500'24.2 FEET SOUTHEAST OF EAST CORNER OF DEPOT, 20.2 FEET SOUTHWEST
 FJ0500'OF CENTERLINE OF A.T. AND S.F. RY, 3.6 FEET SOUTHWEST OF WALK
 FJ0500'ALONG TRACK, 2.7 FEET NORTHWEST OF TELEPHONE POLE.  TABLET SET IN
 FJ0500'PRECAST CONCRETE POST.
 FJ0500
 FJ0500                          STATION RECOVERY (1963)
 FJ0500
 FJ0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FJ0500'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0372 ***********************************************************************
 FJ0372  DESIGNATION -  S 142
 FJ0372  PID         -  FJ0372
 FJ0372  STATE/COUNTY-  OK/MCCLAIN
 FJ0372  COUNTRY     -  US
 FJ0372  USGS QUAD   -  PURCELL (2018)
 FJ0372
 FJ0372                         *CURRENT SURVEY CONTROL
 FJ0372  ______________________________________________________________________
 FJ0372* NAD 83(1986) POSITION- 35 00 44.     (N) 097 21 25.     (W)   SCALED
 FJ0372* NAVD 88 ORTHO HEIGHT -   314.223 (meters)     1030.91  (feet) ADJUSTED
 FJ0372  ______________________________________________________________________
 FJ0372  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 FJ0372  DYNAMIC HEIGHT  -        313.918 (meters)     1029.91  (feet) COMP
 FJ0372  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 FJ0372
 FJ0372  VERT ORDER      -  SECOND    CLASS 0
 FJ0372
 FJ0372.The horizontal coordinates were scaled from a map and have
 FJ0372.an estimated accuracy of +/- 6 seconds.
 FJ0372
 FJ0372.The orthometric height was determined by differential leveling and
 FJ0372.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0372.in June 1991.
 FJ0372
 FJ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0372.GEOID18 height accuracy estimate available here.
 FJ0372
 FJ0372.Click photographs - Photos may exist for this station.
 FJ0372
 FJ0372.The dynamic height is computed by dividing the NAVD 88
 FJ0372.geopotential number by the normal gravity value computed on the
 FJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0372.degrees latitude (g = 980.6199 gals.).
 FJ0372
 FJ0372.The modeled gravity was interpolated from observed gravity values.
 FJ0372
 FJ0372;                    North         East    Units  Estimated Accuracy
 FJ0372;SPC OK S     -   186,420.      658,690.      MT  (+/- 180 meters Scaled)
 FJ0372
 FJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD499756(NAD 83)
 FJ0372
 FJ0372                          SUPERSEDED SURVEY CONTROL
 FJ0372
 FJ0372  NGVD 29 (??/??/92)  314.123  (m)         1030.59   (f) ADJ UNCH    2 0
 FJ0372
 FJ0372.Superseded values are not recommended for survey control.
 FJ0372
 FJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0372.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0372
 FJ0372_MARKER: DB = BENCH MARK DISK
 FJ0372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0372_STAMPING: S 142 1934
 FJ0372_MARK LOGO: CGS
 FJ0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0372
 FJ0372  HISTORY     - Date     Condition        Report By
 FJ0372  HISTORY     - 1934     MONUMENTED       CGS
 FJ0372  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FJ0372
 FJ0372                          STATION DESCRIPTION
 FJ0372
 FJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0372'AT PURCELL.
 FJ0372'IN THE TOWN OF PURCELL, ABOUT 155 FEET NORTH OF ATCHISON, TOPEKA
 FJ0372'AND SANTA FE R Y. STATION TICKET OFFICE, 25.8 FEET NORTH OF
 FJ0372'NORTH SIDE OF RAILROAD PUMP HOUSE, 23.9 FEET WEST OF CENTERLINE
 FJ0372'OF MAIN TRACK OF A.T. AND S.F. RY., 2.5 FEET SOUTHWEST OF
 FJ0372'NORTHEAST CORNER OF IRON FENCE, 2.1 FEET WEST OF FENCE PARALLELING
 FJ0372'RAILROAD, 1.6 FEET SOUTH OF FENCE RUNNING EAST-WEST.  TABLET
 FJ0372'SET IN PRECAST CONCRETE POST.
 FJ0372
 FJ0372                          STATION RECOVERY (1997)
 FJ0372
 FJ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0372'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0621 ***********************************************************************
 FJ0621  DESIGNATION -  S 143
 FJ0621  PID         -  FJ0621
 FJ0621  STATE/COUNTY-  OK/OKLAHOMA
 FJ0621  COUNTRY     -  US
 FJ0621  USGS QUAD   -  BRITTON (2018)
 FJ0621
 FJ0621                         *CURRENT SURVEY CONTROL
 FJ0621  ______________________________________________________________________
 FJ0621* NAD 83(1986) POSITION- 35 31 14.     (N) 097 31 01.     (W)   SCALED
 FJ0621* NAVD 88 ORTHO HEIGHT -   346.264 (meters)     1136.03  (feet) ADJUSTED
 FJ0621  ______________________________________________________________________
 FJ0621  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 FJ0621  DYNAMIC HEIGHT  -        345.934 (meters)     1134.95  (feet) COMP
 FJ0621  MODELED GRAVITY -    979,670.6   (mgal)                       NAVD 88
 FJ0621
 FJ0621  VERT ORDER      -  SECOND    CLASS 0
 FJ0621
 FJ0621.The horizontal coordinates were scaled from a map and have
 FJ0621.an estimated accuracy of +/- 6 seconds.
 FJ0621
 FJ0621.The orthometric height was determined by differential leveling and
 FJ0621.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0621.in August 1994.
 FJ0621
 FJ0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0621.GEOID18 height accuracy estimate available here.
 FJ0621
 FJ0621.Click photographs - Photos may exist for this station.
 FJ0621
 FJ0621.The dynamic height is computed by dividing the NAVD 88
 FJ0621.geopotential number by the normal gravity value computed on the
 FJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0621.degrees latitude (g = 980.6199 gals.).
 FJ0621
 FJ0621.The modeled gravity was interpolated from observed gravity values.
 FJ0621
 FJ0621;                    North         East    Units  Estimated Accuracy
 FJ0621;SPC OK N     -    57,870.      643,820.      MT  (+/- 180 meters Scaled)
 FJ0621
 FJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE344317(NAD 83)
 FJ0621
 FJ0621                          SUPERSEDED SURVEY CONTROL
 FJ0621
 FJ0621  NAVD 88 (06/15/91)  346.330  (m)         1136.25   (f) SUPERSEDED  2 0
 FJ0621  NGVD 29 (??/??/92)  346.199  (m)         1135.82   (f) ADJ UNCH    2 0
 FJ0621
 FJ0621.Superseded values are not recommended for survey control.
 FJ0621
 FJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0621.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0621
 FJ0621_MARKER: DB = BENCH MARK DISK
 FJ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0621_STAMPING: S 143 1934
 FJ0621_MARK LOGO: CGS
 FJ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0621+STABILITY: SURFACE MOTION
 FJ0621
 FJ0621  HISTORY     - Date     Condition        Report By
 FJ0621  HISTORY     - 1934     MONUMENTED       CGS
 FJ0621  HISTORY     - 1966     MARK NOT FOUND   CGS
 FJ0621  HISTORY     - 19850404 MARK NOT FOUND   USPSQD
 FJ0621  HISTORY     - 20230327 MARK NOT FOUND   OKDOT
 FJ0621
 FJ0621                          STATION DESCRIPTION
 FJ0621
 FJ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0621'3.3 MI S FROM BRITTON.
 FJ0621'3.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0621'FROM THE STATION AT BRITTON, 0.1 MILE SOUTH OF MILEPOST 380,
 FJ0621'0.15 MILE SOUTH OF A SIGNAL STAND NEAR BRIDGE 380 A, 46.2
 FJ0621'FEET EAST OF THE CENTERLINE OF THE TRACK, 53.2 FEET WEST OF A
 FJ0621'FENCE PARALLELING THE TRACK, AND 11.2 FEET SOUTH OF A POLE.
 FJ0621'A STANDARD DISK, STAMPED S 143 1934 AND SET IN THE TOP OF A
 FJ0621'CONCRETE POST.
 FJ0621
 FJ0621                          STATION RECOVERY (1966)
 FJ0621
 FJ0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FJ0621'MARK NOT FOUND.
 FJ0621
 FJ0621                          STATION RECOVERY (1985)
 FJ0621
 FJ0621'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0621'MARK NOT FOUND.
 FJ0621
 FJ0621                          STATION RECOVERY (2023)
 FJ0621
 FJ0621'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0332 ***********************************************************************
 GH0332  DESIGNATION -  S 144
 GH0332  PID         -  GH0332
 GH0332  STATE/COUNTY-  OK/LOGAN
 GH0332  COUNTRY     -  US
 GH0332  USGS QUAD   -  GUTHRIE NORTH (2018)
 GH0332
 GH0332                         *CURRENT SURVEY CONTROL
 GH0332  ______________________________________________________________________
 GH0332* NAD 83(1993) POSITION- 35 59 59.02537(N) 097 25 54.09188(W)   ADJUSTED
 GH0332* NAD 83(1993) ELLIP HT-   260.840 (meters)        (11/28/94)   ADJUSTED
 GH0332* NAVD 88 ORTHO HEIGHT -   288.67  (+/-2cm)      947.1   (feet) VERTCON3
 GH0332  ______________________________________________________________________
 GH0332  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 GH0332  NAD 83(1993) X  -   -668,221.056 (meters)                     COMP
 GH0332  NAD 83(1993) Y  - -5,122,829.958 (meters)                     COMP
 GH0332  NAD 83(1993) Z  -  3,728,320.690 (meters)                     COMP
 GH0332  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 GH0332  HORZ ORDER      -  SECOND
 GH0332  VERT ORDER      -  ? (See Below)
 GH0332  ELLP ORDER      -  FIFTH     CLASS I
 GH0332
 GH0332.The horizontal coordinates were established by GPS observations
 GH0332.and adjusted by the National Geodetic Survey in November 1994.
 GH0332
 GH0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0332
 GH0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0332.GEOID18 height accuracy estimate available here.
 GH0332
 GH0332.The vertical order pertains to the NGVD 29 superseded value.
 GH0332
 GH0332.Click photographs - Photos may exist for this station.
 GH0332
 GH0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0332
 GH0332.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0332
 GH0332.The ellipsoidal height was determined by GPS observations
 GH0332.and is referenced to NAD 83.
 GH0332
 GH0332. The following values were computed from the NAD 83(1993) position.
 GH0332
 GH0332;                    North         East     Units Scale Factor Converg.
 GH0332;SPC OK N     -   111,072.500   651,238.032   MT  0.99994967   +0 20 07.4
 GH0332;SPC OK N     -   364,410.36  2,136,603.44   sFT  0.99994967   +0 20 07.4
 GH0332;UTM  14      - 3,985,055.700   641,353.841   MT  0.99984620   +0 55 19.1
 GH0332
 GH0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0332!SPC OK N     -   0.99995906  x   0.99994967  =   0.99990874
 GH0332!UTM  14      -   0.99995906  x   0.99984620  =   0.99980527
 GH0332
 GH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4135385055(NAD 83)
 GH0332
 GH0332                          SUPERSEDED SURVEY CONTROL
 GH0332
 GH0332  NAD 83(1986)-  35 59 59.03322(N)    097 25 54.08821(W) AD(       ) 2
 GH0332  NGVD 29 (??/??/92)  288.543  (m)          946.66   (f) ADJ UNCH       
 GH0332  NGVD 29 (11/30/89)  289.     (m)  RAPSU86  model used  GPS OBS        
 GH0332
 GH0332.Superseded values are not recommended for survey control.
 GH0332
 GH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0332.See file dsdata.pdf to determine how the superseded data were derived.
 GH0332
 GH0332_MARKER: DB = BENCH MARK DISK
 GH0332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0332_SP_SET: HEADWALL
 GH0332_STAMPING: S 144 1934
 GH0332_MARK LOGO: CGS
 GH0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0332+STABILITY: SURFACE MOTION
 GH0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0332+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 GH0332
 GH0332  HISTORY     - Date     Condition        Report By
 GH0332  HISTORY     - 1934     MONUMENTED       CGS
 GH0332  HISTORY     - 19890301 GOOD             NGS
 GH0332
 GH0332                          STATION DESCRIPTION
 GH0332
 GH0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0332'5.1 MI S FROM MULHALL.
 GH0332'5.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0332'FROM THE STATION AT MULHALL, 0.1 MILE NORTH OF MILEPOST 344, AT
 GH0332'A COUNTY-ROAD CROSSING, 27.1 FEET NORTHEAST OF THE CENTER OF THE
 GH0332'CROSSING, 24.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.1
 GH0332'FEET EAST OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT,
 GH0332'IN THE TOP OF THE EAST HEADWALL, AND 0.8 FOOT NORTH OF THE SOUTH
 GH0332'END OF THE HEADWALL.  A STANDARD DISK, STAMPED S 144 1934.
 GH0332
 GH0332                          STATION RECOVERY (1989)
 GH0332
 GH0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0332'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0332'FOLLOWS.
 GH0332'THE STATION IS LOCATED ABOUT 15.8 KM (9.80 MI) NORTHEAST OF CRESCENT,
 GH0332'13.6 KM (8.45 MI) NORTH OF GUTHRIE, AND 2.6 KM (1.60 MI) WEST OF U.S.
 GH0332'HIGHWAY 77.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GH0332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 GH0332'HIGHWAY 33 IN GUTHRIE, GO NORTH ON HIGHWAY 77 FOR 11.6 KM (7.20 MI) TO
 GH0332'A GRAVELED ROAD ON THE LEFT, JUST AFTER CROSSING A BRIDGE.  TURN LEFT
 GH0332'AND GO NORTH ON THE GRAVELED ROAD FOR 1.7 KM (1.05 MI) TO A CROSSROAD.
 GH0332'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.6 KM (0.35 MI) TO THE
 GH0332'STATION ON THE RIGHT, JUST BEFORE CROSSING THE ATCHISON, TOPEKA AND
 GH0332'SANTA FE RAILROAD, IN THE SOUTH END OF THE EAST HEADWALL OF A 1.8 BY
 GH0332'1.8 METER BOX CULVERT.
 GH0332'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 GH0332'HEADWALL THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 6.1 M
 GH0332'(20.0 FT) NORTH OF THE CENTER OF THE ROAD, 3.3 M (10.8 FT) EAST OF
 GH0332'NEAR RAIL, 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE HEADWALL, AND
 GH0332'0.6 M (2.0 FT) BELOW THE TRACKS.
 GH0332'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0309 ***********************************************************************
 FJ0309  DESIGNATION -  S 145
 FJ0309  PID         -  FJ0309
 FJ0309  STATE/COUNTY-  OK/LOGAN
 FJ0309  COUNTRY     -  US
 FJ0309  USGS QUAD   -  COYLE (2018)
 FJ0309
 FJ0309                         *CURRENT SURVEY CONTROL
 FJ0309  ______________________________________________________________________
 FJ0309* NAD 83(1986) POSITION- 35 56 28.     (N) 097 11 37.     (W)   SCALED
 FJ0309* NAVD 88 ORTHO HEIGHT -   261.785 (meters)      858.87  (feet) ADJUSTED
 FJ0309  ______________________________________________________________________
 FJ0309  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 FJ0309  DYNAMIC HEIGHT  -        261.547 (meters)      858.09  (feet) COMP
 FJ0309  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 FJ0309
 FJ0309  VERT ORDER      -  SECOND    CLASS 0
 FJ0309
 FJ0309.The horizontal coordinates were scaled from a map and have
 FJ0309.an estimated accuracy of +/- 6 seconds.
 FJ0309
 FJ0309.The orthometric height was determined by differential leveling and
 FJ0309.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0309.in June 1991.
 FJ0309
 FJ0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0309.GEOID18 height accuracy estimate available here.
 FJ0309
 FJ0309.Click photographs - Photos may exist for this station.
 FJ0309
 FJ0309.The dynamic height is computed by dividing the NAVD 88
 FJ0309.geopotential number by the normal gravity value computed on the
 FJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0309.degrees latitude (g = 980.6199 gals.).
 FJ0309
 FJ0309.The modeled gravity was interpolated from observed gravity values.
 FJ0309
 FJ0309;                    North         East    Units  Estimated Accuracy
 FJ0309;SPC OK N     -   104,720.      672,760.      MT  (+/- 180 meters Scaled)
 FJ0309
 FJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE629789(NAD 83)
 FJ0309
 FJ0309                          SUPERSEDED SURVEY CONTROL
 FJ0309
 FJ0309  NGVD 29 (??/??/92)  261.669  (m)          858.49   (f) ADJ UNCH    2 0
 FJ0309
 FJ0309.Superseded values are not recommended for survey control.
 FJ0309
 FJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0309.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0309
 FJ0309_MARKER: DB = BENCH MARK DISK
 FJ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0309_STAMPING: S 145 1934
 FJ0309_MARK LOGO: CGS
 FJ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0309+STABILITY: SURFACE MOTION
 FJ0309
 FJ0309  HISTORY     - Date     Condition        Report By
 FJ0309  HISTORY     - 1934     MONUMENTED       CGS
 FJ0309  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0309
 FJ0309                          STATION DESCRIPTION
 FJ0309
 FJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0309'2.5 MI E FROM COYLE.
 FJ0309'2.5 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON
 FJ0309'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE, LOGAN
 FJ0309'COUNTY, ABOUT 350 FEET WEST OF TRESTLE 59 D, ABOUT 120 FEET
 FJ0309'NORTH OF A HIGH BLUFF, 50 FEET SOUTH OF THE OLD ROADBED, AND 27
 FJ0309'FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED S 145 1934
 FJ0309'AND SET IN THE TOP OF A CONCRETE POST.
 FJ0309
 FJ0309                          STATION RECOVERY (1975)
 FJ0309
 FJ0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0597 ***********************************************************************
 FJ0597  DESIGNATION -  S 146
 FJ0597  PID         -  FJ0597
 FJ0597  STATE/COUNTY-  OK/KINGFISHER
 FJ0597  COUNTRY     -  US
 FJ0597  USGS QUAD   -  CASHION (2018)
 FJ0597
 FJ0597                         *CURRENT SURVEY CONTROL
 FJ0597  ______________________________________________________________________
 FJ0597* NAD 83(1986) POSITION- 35 47 40.     (N) 097 40 43.     (W)   SCALED
 FJ0597* NAVD 88 ORTHO HEIGHT -   341.604 (meters)     1120.75  (feet) ADJUSTED
 FJ0597  ______________________________________________________________________
 FJ0597  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FJ0597  DYNAMIC HEIGHT  -        341.290 (meters)     1119.72  (feet) COMP
 FJ0597  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 FJ0597
 FJ0597  VERT ORDER      -  SECOND    CLASS 0
 FJ0597
 FJ0597.The horizontal coordinates were scaled from a map and have
 FJ0597.an estimated accuracy of +/- 6 seconds.
 FJ0597
 FJ0597.The orthometric height was determined by differential leveling and
 FJ0597.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0597.in June 1991.
 FJ0597
 FJ0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0597.GEOID18 height accuracy estimate available here.
 FJ0597
 FJ0597.Click photographs - Photos may exist for this station.
 FJ0597
 FJ0597.The dynamic height is computed by dividing the NAVD 88
 FJ0597.geopotential number by the normal gravity value computed on the
 FJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0597.degrees latitude (g = 980.6199 gals.).
 FJ0597
 FJ0597.The modeled gravity was interpolated from observed gravity values.
 FJ0597
 FJ0597;                    North         East    Units  Estimated Accuracy
 FJ0597;SPC OK N     -    88,190.      629,050.      MT  (+/- 180 meters Scaled)
 FJ0597
 FJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE194619(NAD 83)
 FJ0597
 FJ0597                          SUPERSEDED SURVEY CONTROL
 FJ0597
 FJ0597  NGVD 29 (??/??/92)  341.467  (m)         1120.30   (f) ADJ UNCH    2 0
 FJ0597
 FJ0597.Superseded values are not recommended for survey control.
 FJ0597
 FJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0597.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0597
 FJ0597_MARKER: DB = BENCH MARK DISK
 FJ0597_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0597_STAMPING: S 146 1934
 FJ0597_MARK LOGO: CGS
 FJ0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0597
 FJ0597  HISTORY     - Date     Condition        Report By
 FJ0597  HISTORY     - 1934     MONUMENTED       CGS
 FJ0597  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0597
 FJ0597                          STATION DESCRIPTION
 FJ0597
 FJ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0597'IN CASHION.
 FJ0597'ABOUT 120 FEET EAST OF EAST END OF CHICAGO, ROCK ISLAND AND
 FJ0597'PACIFIC RY. STATION, 42.4 FEET NORTHEAST OF CENTERLINE OF STREET
 FJ0597'AT RAILROAD CROSSING, 33.7 FEET EAST OF CENTERLINE OF STREET,
 FJ0597'19.8 FEET NORTH OF CENTERLINE OF C.R.I. AND P.RY. 4.4 FEET
 FJ0597'NORTHEAST OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0597
 FJ0597                          STATION RECOVERY (2022)
 FJ0597
 FJ0597'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0597'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0393 ***********************************************************************
 FJ0393  DESIGNATION -  S 147
 FJ0393  PID         -  FJ0393
 FJ0393  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0393  COUNTRY     -  US
 FJ0393  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0393
 FJ0393                         *CURRENT SURVEY CONTROL
 FJ0393  ______________________________________________________________________
 FJ0393* NAD 83(1986) POSITION- 35 21 19.     (N) 097 01 06.     (W)   SCALED
 FJ0393* NAVD 88 ORTHO HEIGHT -   311.878 (meters)     1023.22  (feet) ADJUSTED
 FJ0393  ______________________________________________________________________
 FJ0393  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 FJ0393  DYNAMIC HEIGHT  -        311.581 (meters)     1022.25  (feet) COMP
 FJ0393  MODELED GRAVITY -    979,673.7   (mgal)                       NAVD 88
 FJ0393
 FJ0393  VERT ORDER      -  SECOND    CLASS 0
 FJ0393
 FJ0393.The horizontal coordinates were scaled from a map and have
 FJ0393.an estimated accuracy of +/- 6 seconds.
 FJ0393
 FJ0393.The orthometric height was determined by differential leveling and
 FJ0393.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0393.in August 1994.
 FJ0393
 FJ0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0393.GEOID18 height accuracy estimate available here.
 FJ0393
 FJ0393.Click photographs - Photos may exist for this station.
 FJ0393
 FJ0393.The dynamic height is computed by dividing the NAVD 88
 FJ0393.geopotential number by the normal gravity value computed on the
 FJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0393.degrees latitude (g = 980.6199 gals.).
 FJ0393
 FJ0393.The modeled gravity was interpolated from observed gravity values.
 FJ0393
 FJ0393;                    North         East    Units  Estimated Accuracy
 FJ0393;SPC OK S     -   224,730.      689,230.      MT  (+/- 180 meters Scaled)
 FJ0393
 FJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE800142(NAD 83)
 FJ0393
 FJ0393                          SUPERSEDED SURVEY CONTROL
 FJ0393
 FJ0393  NAVD 88 (06/15/91)  311.890  (m)         1023.26   (f) SUPERSEDED  2 0
 FJ0393  NGVD 29 (??/??/92)  311.798  (m)         1022.96   (f) ADJ UNCH    2 0
 FJ0393
 FJ0393.Superseded values are not recommended for survey control.
 FJ0393
 FJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0393.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0393
 FJ0393_MARKER: DB = BENCH MARK DISK
 FJ0393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0393_STAMPING: S 147 1934
 FJ0393_MARK LOGO: CGS
 FJ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0393
 FJ0393  HISTORY     - Date     Condition        Report By
 FJ0393  HISTORY     - 1934     MONUMENTED       CGS
 FJ0393  HISTORY     - 1954     MARK NOT FOUND   CGS
 FJ0393
 FJ0393                          STATION DESCRIPTION
 FJ0393
 FJ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FJ0393'5.9 MI NW FROM SHAWNEE.
 FJ0393'5.9 MILES NORTHWEST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY
 FJ0393'FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, 0.3 MILE NORTHWEST
 FJ0393'OF MILEPOST 31, 150 FEET SOUTHWEST OF THE CENTER OF A COUNTY-ROAD
 FJ0393'CROSSING, 49.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FJ0393'VALLEY GROVE SCHOOL HOUSE, 21 FEET SOUTH OF THE NORTHEAST CORNER
 FJ0393'OF THE SCHOOLYARD, 19.8 FEET SOUTHEAST OF A LARGE OAK TREE,
 FJ0393'AND 1.3 FEET WEST OF THE YARD FENCE PARALLELING THE TRACK.  A
 FJ0393'STANDARD DISK, STAMPED S 147 1934 AND SET IN THE TOP OF A CONCRETE
 FJ0393'POST.  NOTE-- SCHOOL AND FENCE ARE MISSING, FIELD IN HAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0171 ***********************************************************************
 FJ0171  DESIGNATION -  S 148
 FJ0171  PID         -  FJ0171
 FJ0171  STATE/COUNTY-  OK/SEMINOLE
 FJ0171  COUNTRY     -  US
 FJ0171  USGS QUAD   -  WOLF (2018)
 FJ0171
 FJ0171                         *CURRENT SURVEY CONTROL
 FJ0171  ______________________________________________________________________
 FJ0171* NAD 83(1986) POSITION- 35 03 16.     (N) 096 43 56.     (W)   SCALED
 FJ0171* NAVD 88 ORTHO HEIGHT -   256.989 (meters)      843.14  (feet) ADJUSTED
 FJ0171  ______________________________________________________________________
 FJ0171  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 FJ0171  DYNAMIC HEIGHT  -        256.743 (meters)      842.33  (feet) COMP
 FJ0171  MODELED GRAVITY -    979,669.3   (mgal)                       NAVD 88
 FJ0171
 FJ0171  VERT ORDER      -  SECOND    CLASS 0
 FJ0171
 FJ0171.The horizontal coordinates were scaled from a map and have
 FJ0171.an estimated accuracy of +/- 6 seconds.
 FJ0171
 FJ0171.The orthometric height was determined by differential leveling and
 FJ0171.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0171.in June 1991.
 FJ0171
 FJ0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0171.GEOID18 height accuracy estimate available here.
 FJ0171
 FJ0171.Click photographs - Photos may exist for this station.
 FJ0171
 FJ0171.The dynamic height is computed by dividing the NAVD 88
 FJ0171.geopotential number by the normal gravity value computed on the
 FJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0171.degrees latitude (g = 980.6199 gals.).
 FJ0171
 FJ0171.The modeled gravity was interpolated from observed gravity values.
 FJ0171
 FJ0171;                    North         East    Units  Estimated Accuracy
 FJ0171;SPC OK S     -   191,640.      715,650.      MT  (+/- 180 meters Scaled)
 FJ0171
 FJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD068814(NAD 83)
 FJ0171
 FJ0171                          SUPERSEDED SURVEY CONTROL
 FJ0171
 FJ0171  NGVD 29 (??/??/92)  256.901  (m)          842.85   (f) ADJ UNCH    2 0
 FJ0171
 FJ0171.Superseded values are not recommended for survey control.
 FJ0171
 FJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0171.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0171
 FJ0171_MARKER: DB = BENCH MARK DISK
 FJ0171_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0171_STAMPING: S 148 1934
 FJ0171_MARK LOGO: CGS
 FJ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0171
 FJ0171  HISTORY     - Date     Condition        Report By
 FJ0171  HISTORY     - 1934     MONUMENTED       CGS
 FJ0171  HISTORY     - 1957     MARK NOT FOUND   USGS
 FJ0171
 FJ0171                          STATION DESCRIPTION
 FJ0171
 FJ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0171'7.2 MI N FROM KONAWA.
 FJ0171'7.2 MILES NORTH OF, ALONG OKLA. CITY, A.A.RY. FROM STATION
 FJ0171'MARK SET AT HAZEL STATION, 60.8 FEET NORTHWEST OF M.P. 62,
 FJ0171'30.7 FEET SOUTHWEST OF SOUTHWEST END OF RAILROAD STATION, 26.9
 FJ0171'FEET NORTHWEST OF CENTERLINE OF OKLA. CITY, ADA, ATOKA RY., 2.7
 FJ0171'FEET SOUTH OF TELEPHONE POLE.  A STANDARD DISK SET IN A CONCRETE
 FJ0171'POST.
 FJ0171
 FJ0171                          STATION RECOVERY (1957)
 FJ0171
 FJ0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FJ0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0081 ***********************************************************************
 FJ0081  DESIGNATION -  S 149
 FJ0081  PID         -  FJ0081
 FJ0081  STATE/COUNTY-  OK/SEMINOLE
 FJ0081  COUNTRY     -  US
 FJ0081  USGS QUAD   -  WEWOKA EAST (2018)
 FJ0081
 FJ0081                         *CURRENT SURVEY CONTROL
 FJ0081  ______________________________________________________________________
 FJ0081* NAD 83(1986) POSITION- 35 09 40.     (N) 096 29 27.     (W)   SCALED
 FJ0081* NAVD 88 ORTHO HEIGHT -   241.413 (meters)      792.04  (feet) ADJUSTED
 FJ0081  ______________________________________________________________________
 FJ0081  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 FJ0081  DYNAMIC HEIGHT  -        241.179 (meters)      791.27  (feet) COMP
 FJ0081  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 FJ0081
 FJ0081  VERT ORDER      -  SECOND    CLASS 0
 FJ0081
 FJ0081.The horizontal coordinates were scaled from a map and have
 FJ0081.an estimated accuracy of +/- 6 seconds.
 FJ0081
 FJ0081.The orthometric height was determined by differential leveling and
 FJ0081.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0081.in June 1991.
 FJ0081
 FJ0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0081.GEOID18 height accuracy estimate available here.
 FJ0081
 FJ0081.Click photographs - Photos may exist for this station.
 FJ0081
 FJ0081.The dynamic height is computed by dividing the NAVD 88
 FJ0081.geopotential number by the normal gravity value computed on the
 FJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0081.degrees latitude (g = 980.6199 gals.).
 FJ0081
 FJ0081.The modeled gravity was interpolated from observed gravity values.
 FJ0081
 FJ0081;                    North         East    Units  Estimated Accuracy
 FJ0081;SPC OK S     -   203,780.      737,490.      MT  (+/- 180 meters Scaled)
 FJ0081
 FJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD285937(NAD 83)
 FJ0081
 FJ0081                          SUPERSEDED SURVEY CONTROL
 FJ0081
 FJ0081  NGVD 29 (??/??/92)  241.310  (m)          791.70   (f) ADJ UNCH    2 0
 FJ0081
 FJ0081.Superseded values are not recommended for survey control.
 FJ0081
 FJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0081.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0081
 FJ0081_MARKER: DB = BENCH MARK DISK
 FJ0081_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0081_STAMPING: S 149 1934
 FJ0081_MARK LOGO: CGS
 FJ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0081
 FJ0081  HISTORY     - Date     Condition        Report By
 FJ0081  HISTORY     - 1934     MONUMENTED       CGS
 FJ0081  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0081
 FJ0081                          STATION DESCRIPTION
 FJ0081
 FJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0081'AT WEWOKA, SEMINOLE COUNTY, 100 FEET EAST OF THE EAST CORNER OF
 FJ0081'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 100 FEET
 FJ0081'WEST OF THE WEST CORNER OF THE E. S. BILLINGTON LUMBER CO.
 FJ0081'BUILDING, 55 FEET NORTH OF THE CROSSING OF THE MAIN TRACK AND
 FJ0081'A STREET, 48.2 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 FJ0081'TRACK, IN THE SOUTH CORNER OF THE TRIANGULAR-SHAPED RAILROAD
 FJ0081'PARK, 18.2 FEET NORTHEAST OF THE SOUTH CORNER, AND 2.2 FEET
 FJ0081'NORTHWEST OF THE SOUTHEAST SIDE.  A STANDARD DISK, STAMPED S
 FJ0081'149 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0081
 FJ0081                          STATION RECOVERY (1971)
 FJ0081
 FJ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0083 ***********************************************************************
 EL0083  DESIGNATION -  S 15
 EL0083  PID         -  EL0083
 EL0083  STATE/COUNTY-  OK/ATOKA
 EL0083  COUNTRY     -  US
 EL0083  USGS QUAD   -  TUSHKA (2019)
 EL0083
 EL0083                         *CURRENT SURVEY CONTROL
 EL0083  ______________________________________________________________________
 EL0083* NAD 83(1986) POSITION- 34 19 02.     (N) 096 09 39.     (W)   SCALED
 EL0083* NAVD 88 ORTHO HEIGHT -   182.511 (meters)      598.79  (feet) ADJUSTED
 EL0083  ______________________________________________________________________
 EL0083  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 EL0083  DYNAMIC HEIGHT  -        182.325 (meters)      598.18  (feet) COMP
 EL0083  MODELED GRAVITY -    979,612.2   (mgal)                       NAVD 88
 EL0083
 EL0083  VERT ORDER      -  FIRST     CLASS II
 EL0083
 EL0083.The horizontal coordinates were scaled from a map and have
 EL0083.an estimated accuracy of +/- 6 seconds.
 EL0083
 EL0083.The orthometric height was determined by differential leveling and
 EL0083.adjusted by the NATIONAL GEODETIC SURVEY
 EL0083.in June 1991.
 EL0083
 EL0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0083.GEOID18 height accuracy estimate available here.
 EL0083
 EL0083.Click photographs - Photos may exist for this station.
 EL0083
 EL0083.The dynamic height is computed by dividing the NAVD 88
 EL0083.geopotential number by the normal gravity value computed on the
 EL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0083.degrees latitude (g = 980.6199 gals.).
 EL0083
 EL0083.The modeled gravity was interpolated from observed gravity values.
 EL0083
 EL0083;                    North         East    Units  Estimated Accuracy
 EL0083;SPC OK S     -   110,680.      769,260.      MT  (+/- 180 meters Scaled)
 EL0083
 EL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD612009(NAD 83)
 EL0083
 EL0083                          SUPERSEDED SURVEY CONTROL
 EL0083
 EL0083  NGVD 29 (??/??/92)  182.436  (m)          598.54   (f) ADJ UNCH    1 2
 EL0083
 EL0083.Superseded values are not recommended for survey control.
 EL0083
 EL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0083.See file dsdata.pdf to determine how the superseded data were derived.
 EL0083
 EL0083_MARKER: DB = BENCH MARK DISK
 EL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0083_STAMPING: S 15 1933
 EL0083_MARK LOGO: CGS
 EL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0083+STABILITY: SURFACE MOTION
 EL0083
 EL0083  HISTORY     - Date     Condition        Report By
 EL0083  HISTORY     - 1933     MONUMENTED       CGS
 EL0083  HISTORY     - 1934     GOOD             CGS
 EL0083
 EL0083                          STATION DESCRIPTION
 EL0083
 EL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0083'AT TUSHKA.
 EL0083'ON THE M-K-T RAILROAD, ABOUT 1000 FEET SOUTH OF THE DEPOT AT
 EL0083'TUSHKA, ABOUT 900 FEET SOUTH OF MILE POLE 615, AND ABOUT 50 FEET
 EL0083'EAST OF THE EAST TRACKS, SET IN LINE WITH THE TELEGRAPH POLES.
 EL0083
 EL0083                          STATION RECOVERY (1934)
 EL0083
 EL0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0262 ***********************************************************************
 GK0262  DESIGNATION -  S 15
 GK0262  PID         -  GK0262
 GK0262  STATE/COUNTY-  OK/TEXAS
 GK0262  COUNTRY     -  US
 GK0262  USGS QUAD   -  TYRONE (2018)
 GK0262
 GK0262                         *CURRENT SURVEY CONTROL
 GK0262  ______________________________________________________________________
 GK0262* NAD 83(1986) POSITION- 36 59 18.     (N) 101 00 56.     (W)   SCALED
 GK0262* NAVD 88 ORTHO HEIGHT -   884.814 (meters)     2902.93  (feet) ADJUSTED
 GK0262  ______________________________________________________________________
 GK0262  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 GK0262  DYNAMIC HEIGHT  -        883.936 (meters)     2900.05  (feet) COMP
 GK0262  MODELED GRAVITY -    979,609.6   (mgal)                       NAVD 88
 GK0262
 GK0262  VERT ORDER      -  FIRST     CLASS II
 GK0262
 GK0262.The horizontal coordinates were scaled from a map and have
 GK0262.an estimated accuracy of +/- 6 seconds.
 GK0262
 GK0262.The orthometric height was determined by differential leveling and
 GK0262.adjusted by the NATIONAL GEODETIC SURVEY
 GK0262.in June 1991.
 GK0262
 GK0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0262.GEOID18 height accuracy estimate available here.
 GK0262
 GK0262.Click photographs - Photos may exist for this station.
 GK0262
 GK0262.The dynamic height is computed by dividing the NAVD 88
 GK0262.geopotential number by the normal gravity value computed on the
 GK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0262.degrees latitude (g = 980.6199 gals.).
 GK0262
 GK0262.The modeled gravity was interpolated from observed gravity values.
 GK0262
 GK0262;                    North         East    Units  Estimated Accuracy
 GK0262;SPC OK N     -   224,790.      331,570.      MT  (+/- 180 meters Scaled)
 GK0262
 GK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF206954(NAD 83)
 GK0262
 GK0262                          SUPERSEDED SURVEY CONTROL
 GK0262
 GK0262  NGVD 29 (??/??/92)  884.414  (m)         2901.61   (f) ADJ UNCH    1 2
 GK0262
 GK0262.Superseded values are not recommended for survey control.
 GK0262
 GK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0262.See file dsdata.pdf to determine how the superseded data were derived.
 GK0262
 GK0262_MARKER: DB = BENCH MARK DISK
 GK0262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0262_SP_SET: BOX CULVERT HEADWALL
 GK0262_STAMPING: S 15 1933
 GK0262_MARK LOGO: CGS
 GK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0262+STABILITY: SURFACE MOTION
 GK0262
 GK0262  HISTORY     - Date     Condition        Report By
 GK0262  HISTORY     - 1933     MONUMENTED       CGS
 GK0262  HISTORY     - 1966     GOOD             USGS
 GK0262
 GK0262                          STATION DESCRIPTION
 GK0262
 GK0262'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0262'3.7 MI NE FROM TYRONE.
 GK0262'TYRONE, 3.7 MI. NE ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 GK0262'STATION AT, T. 6 N., R. 19 E., NW 1/4 SECTION 16, 0.2 MI. NE ALONG
 GK0262'U.S. HWY. 54 FROM N-S COUNTY RD., 90 FT. SE OF CENTERLINE OF TRACK, AT
 GK0262'A CONC.  BOX CULVERT UNDER THE HWY., IN THE TOP OF THE NE END OF THE
 GK0262'NW HEADWALL.  A USC AND GS DISK STAMPED S-15 1933.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0033 ***********************************************************************
 EL0033  DESIGNATION -  S 150
 EL0033  PID         -  EL0033
 EL0033  STATE/COUNTY-  OK/HUGHES
 EL0033  COUNTRY     -  US
 EL0033  USGS QUAD   -  CALVIN EAST (2018)
 EL0033
 EL0033                         *CURRENT SURVEY CONTROL
 EL0033  ______________________________________________________________________
 EL0033* NAD 83(1986) POSITION- 34 55 56.     (N) 096 10 39.     (W)   SCALED
 EL0033* NAVD 88 ORTHO HEIGHT -   253.535 (meters)      831.81  (feet) ADJUSTED
 EL0033  ______________________________________________________________________
 EL0033  GEOID HEIGHT    -        -28.486 (meters)                     GEOID18
 EL0033  DYNAMIC HEIGHT  -        253.283 (meters)      830.98  (feet) COMP
 EL0033  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 EL0033
 EL0033  VERT ORDER      -  SECOND    CLASS 0
 EL0033
 EL0033.The horizontal coordinates were scaled from a map and have
 EL0033.an estimated accuracy of +/- 6 seconds.
 EL0033
 EL0033.The orthometric height was determined by differential leveling and
 EL0033.adjusted by the NATIONAL GEODETIC SURVEY
 EL0033.in June 1991.
 EL0033
 EL0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0033.GEOID18 height accuracy estimate available here.
 EL0033
 EL0033.Click photographs - Photos may exist for this station.
 EL0033
 EL0033.The dynamic height is computed by dividing the NAVD 88
 EL0033.geopotential number by the normal gravity value computed on the
 EL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0033.degrees latitude (g = 980.6199 gals.).
 EL0033
 EL0033.The modeled gravity was interpolated from observed gravity values.
 EL0033
 EL0033;                    North         East    Units  Estimated Accuracy
 EL0033;SPC OK S     -   178,860.      766,490.      MT  (+/- 180 meters Scaled)
 EL0033
 EL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD578691(NAD 83)
 EL0033
 EL0033                          SUPERSEDED SURVEY CONTROL
 EL0033
 EL0033  NGVD 29 (??/??/92)  253.417  (m)          831.42   (f) ADJ UNCH    2 0
 EL0033
 EL0033.Superseded values are not recommended for survey control.
 EL0033
 EL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0033.See file dsdata.pdf to determine how the superseded data were derived.
 EL0033
 EL0033_MARKER: DB = BENCH MARK DISK
 EL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0033_STAMPING: S 150 1934
 EL0033_MARK LOGO: CGS
 EL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0033+STABILITY: SURFACE MOTION
 EL0033
 EL0033  HISTORY     - Date     Condition        Report By
 EL0033  HISTORY     - 1934     MONUMENTED       CGS
 EL0033  HISTORY     - 1969     GOOD             CGS
 EL0033
 EL0033                          STATION DESCRIPTION
 EL0033
 EL0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0033'5.2 MI SE FROM CALVIN.
 EL0033'5.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0033'RAILWAY FROM THE STATION AT CALVIN, HUGHES COUNTY, 0.2 MILE
 EL0033'NORTHWEST OF MILEPOST 392, 76.6 FEET NORTH OF THE NORTH CORNER OF
 EL0033'THE J.A. SHIPP FARMHOUSE, 69 FEET WEST OF THE CENTER OF A
 EL0033'COUNTY-ROAD CROSSING, 48.4 FEET SOUTHWEST OF THE CENTERLINE OF
 EL0033'THE TRACK, 5.2 FEET NORTHWEST OF A FENCE CORNER, AND 1.9 FEET
 EL0033'NORTHEAST OF THE FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 EL0033'STAMPED S 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EL0033
 EL0033                          STATION RECOVERY (1969)
 EL0033
 EL0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0110 ***********************************************************************
 EM0110  DESIGNATION -  S 151
 EM0110  PID         -  EM0110
 EM0110  STATE/COUNTY-  OK/COTTON
 EM0110  COUNTRY     -  US
 EM0110  USGS QUAD   -  DEVOL (2018)
 EM0110
 EM0110                         *CURRENT SURVEY CONTROL
 EM0110  ______________________________________________________________________
 EM0110* NAD 83(1986) POSITION- 34 11 17.     (N) 098 35 16.     (W)   SCALED
 EM0110* NAVD 88 ORTHO HEIGHT -   327.221 (meters)     1073.56  (feet) ADJUSTED
 EM0110  ______________________________________________________________________
 EM0110  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 EM0110  DYNAMIC HEIGHT  -        326.870 (meters)     1072.41  (feet) COMP
 EM0110  MODELED GRAVITY -    979,554.5   (mgal)                       NAVD 88
 EM0110
 EM0110  VERT ORDER      -  SECOND    CLASS 0
 EM0110
 EM0110.The horizontal coordinates were scaled from a map and have
 EM0110.an estimated accuracy of +/- 6 seconds.
 EM0110
 EM0110.The orthometric height was determined by differential leveling and
 EM0110.adjusted by the NATIONAL GEODETIC SURVEY
 EM0110.in June 1991.
 EM0110
 EM0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0110.GEOID18 height accuracy estimate available here.
 EM0110
 EM0110.Click photographs - Photos may exist for this station.
 EM0110
 EM0110.The dynamic height is computed by dividing the NAVD 88
 EM0110.geopotential number by the normal gravity value computed on the
 EM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0110.degrees latitude (g = 980.6199 gals.).
 EM0110
 EM0110.The modeled gravity was interpolated from observed gravity values.
 EM0110
 EM0110;                    North         East    Units  Estimated Accuracy
 EM0110;SPC OK S     -    94,970.      545,820.      MT  (+/- 180 meters Scaled)
 EM0110
 EM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC379830(NAD 83)
 EM0110
 EM0110                          SUPERSEDED SURVEY CONTROL
 EM0110
 EM0110  NGVD 29 (??/??/92)  327.115  (m)         1073.21   (f) ADJ UNCH    2 0
 EM0110
 EM0110.Superseded values are not recommended for survey control.
 EM0110
 EM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0110.See file dsdata.pdf to determine how the superseded data were derived.
 EM0110
 EM0110_MARKER: DB = BENCH MARK DISK
 EM0110_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EM0110_SP_SET: PUMP STATION FOUNDATION
 EM0110_STAMPING: S 151 1934
 EM0110_MARK LOGO: CGS
 EM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0110+STABILITY: SURFACE MOTION
 EM0110
 EM0110  HISTORY     - Date     Condition        Report By
 EM0110  HISTORY     - 1934     MONUMENTED       CGS
 EM0110  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0110  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0110
 EM0110                          STATION DESCRIPTION
 EM0110
 EM0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0110'IN DEVOL.
 EM0110'BRONZE TABLET IN SOUTH CORNER OF OLD PUMP STATION FOUNDATION.  465
 EM0110'FEET NORTHWEST OF NORTHWEST END OF DEVOL R.R. STATION.  148 FEET WEST
 EM0110'OF TRANSFORMER MOUNTING.  98.4 FT. NORTH OF MILEPOST 21.  86.7 FEET
 EM0110'NORTHEAST OF CENTERLINE OF MO. KANS. TEXAS R.R. MAIN LINE TRACK.  79
 EM0110'FEET EAST OF TELEGRAPH POLE NO. 7962.  32.5 FEET SOUTHWEST OF
 EM0110'CENTERLINE OF DIRT ROAD.  4.5 FEET BELOW TOP OF RAILS.  NOTE-- THE OLD
 EM0110'PUMPING STA. FOUNDATION HAS BEEN BROKEN UP.
 EM0110
 EM0110                          STATION RECOVERY (1963)
 EM0110
 EM0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0110'MARK NOT FOUND.
 EM0110
 EM0110                          STATION RECOVERY (1979)
 EM0110
 EM0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0070 ***********************************************************************
 EM0070  DESIGNATION -  S 152
 EM0070  PID         -  EM0070
 EM0070  STATE/COUNTY-  OK/COMANCHE
 EM0070  COUNTRY     -  US
 EM0070  USGS QUAD   -  GERONIMO (2018)
 EM0070
 EM0070                         *CURRENT SURVEY CONTROL
 EM0070  ______________________________________________________________________
 EM0070* NAD 83(1986) POSITION- 34 28 55.     (N) 098 23 17.     (W)   SCALED
 EM0070* NAVD 88 ORTHO HEIGHT -   329.466 (meters)     1080.92  (feet) ADJUSTED
 EM0070  ______________________________________________________________________
 EM0070  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 EM0070  DYNAMIC HEIGHT  -        329.140 (meters)     1079.85  (feet) COMP
 EM0070  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 EM0070
 EM0070  VERT ORDER      -  SECOND    CLASS 0
 EM0070
 EM0070.The horizontal coordinates were scaled from a map and have
 EM0070.an estimated accuracy of +/- 6 seconds.
 EM0070
 EM0070.The orthometric height was determined by differential leveling and
 EM0070.adjusted by the NATIONAL GEODETIC SURVEY
 EM0070.in June 1991.
 EM0070
 EM0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0070.GEOID18 height accuracy estimate available here.
 EM0070
 EM0070.Click photographs - Photos may exist for this station.
 EM0070
 EM0070.The dynamic height is computed by dividing the NAVD 88
 EM0070.geopotential number by the normal gravity value computed on the
 EM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0070.degrees latitude (g = 980.6199 gals.).
 EM0070
 EM0070.The modeled gravity was interpolated from observed gravity values.
 EM0070
 EM0070;                    North         East    Units  Estimated Accuracy
 EM0070;SPC OK S     -   127,480.      564,360.      MT  (+/- 180 meters Scaled)
 EM0070
 EM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND561157(NAD 83)
 EM0070
 EM0070                          SUPERSEDED SURVEY CONTROL
 EM0070
 EM0070  NGVD 29 (??/??/92)  329.383  (m)         1080.65   (f) ADJ UNCH    2 0
 EM0070
 EM0070.Superseded values are not recommended for survey control.
 EM0070
 EM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0070.See file dsdata.pdf to determine how the superseded data were derived.
 EM0070
 EM0070_MARKER: DB = BENCH MARK DISK
 EM0070_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0070_STAMPING: S 152 1934
 EM0070_MARK LOGO: CGS
 EM0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0070
 EM0070  HISTORY     - Date     Condition        Report By
 EM0070  HISTORY     - 1934     MONUMENTED       CGS
 EM0070  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EM0070  HISTORY     - 20000101 MARK NOT FOUND   LOCSUR
 EM0070
 EM0070                          STATION DESCRIPTION
 EM0070
 EM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0070'IN GERONIMO.
 EM0070'180 FEET SOUTH OF SOUTH END OF GERONIMO RAILROAD STATION. 73 FEET
 EM0070'NORTH OF CENTERLINE OF CROSS ROAD. 29.8 FEET WEST OF RAILROAD SIDING.
 EM0070'25 FEET NORTH OF WOOD RAILROAD CULVERT. 24.3 FEET EAST OF CENTERLINE
 EM0070'OF CHICAGO, ROCK ISLAND AND PACIFIC MAIN LINE TRACK. 4.4 FEET SOUTH OF
 EM0070'TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EM0070
 EM0070                          STATION RECOVERY (1986)
 EM0070
 EM0070'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0070'MARK NOT FOUND.
 EM0070
 EM0070                          STATION RECOVERY (2000)
 EM0070
 EM0070'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0070'MARK NOT FOUND.  NOTE--RAILWAY STATION HAS BEEN REMOVED AND HOUSES
 EM0070'BUILT ON THIS SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0112 ***********************************************************************
 FK0112  DESIGNATION -  S 154
 FK0112  PID         -  FK0112
 FK0112  STATE/COUNTY-  OK/CADDO
 FK0112  COUNTRY     -  US
 FK0112  USGS QUAD   -  HINTON (2018)
 FK0112
 FK0112                         *CURRENT SURVEY CONTROL
 FK0112  ______________________________________________________________________
 FK0112* NAD 83(1986) POSITION- 35 23 31.     (N) 098 22 16.     (W)   SCALED
 FK0112* NAVD 88 ORTHO HEIGHT -   417.873 (meters)     1370.97  (feet) ADJUSTED
 FK0112  ______________________________________________________________________
 FK0112  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FK0112  DYNAMIC HEIGHT  -        417.454 (meters)     1369.60  (feet) COMP
 FK0112  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 FK0112
 FK0112  VERT ORDER      -  SECOND    CLASS 0
 FK0112
 FK0112.The horizontal coordinates were scaled from a map and have
 FK0112.an estimated accuracy of +/- 6 seconds.
 FK0112
 FK0112.The orthometric height was determined by differential leveling and
 FK0112.adjusted by the NATIONAL GEODETIC SURVEY
 FK0112.in June 1991.
 FK0112
 FK0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0112.GEOID18 height accuracy estimate available here.
 FK0112
 FK0112.Click photographs - Photos may exist for this station.
 FK0112
 FK0112.The dynamic height is computed by dividing the NAVD 88
 FK0112.geopotential number by the normal gravity value computed on the
 FK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0112.degrees latitude (g = 980.6199 gals.).
 FK0112
 FK0112.The modeled gravity was interpolated from observed gravity values.
 FK0112
 FK0112;                    North         East    Units  Estimated Accuracy
 FK0112;SPC OK S     -   228,420.      566,280.      MT  (+/- 180 meters Scaled)
 FK0112
 FK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE571166(NAD 83)
 FK0112
 FK0112                          SUPERSEDED SURVEY CONTROL
 FK0112
 FK0112  NGVD 29 (??/??/92)  417.698  (m)         1370.40   (f) ADJ UNCH    2 0
 FK0112
 FK0112.Superseded values are not recommended for survey control.
 FK0112
 FK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0112.See file dsdata.pdf to determine how the superseded data were derived.
 FK0112
 FK0112_MARKER: DB = BENCH MARK DISK
 FK0112_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0112_STAMPING: S 154 1934
 FK0112_MARK LOGO: CGS
 FK0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0112
 FK0112  HISTORY     - Date     Condition        Report By
 FK0112  HISTORY     - 1934     MONUMENTED       CGS
 FK0112  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0112
 FK0112                          STATION DESCRIPTION
 FK0112
 FK0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0112'2.5 MI N FROM LOOKEBA.
 FK0112'2.5 MILES NORTH OF, ALONG C.R.I. AND P.RY, FROM STATION 72 FEET
 FK0112'EAST OF FIRST TELEGRAPH POLE NORTH OF M.P. 98-25, 46 FEET EAST
 FK0112'OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, 29
 FK0112'FEET NORTH OF CENTERLINE OF CROSS SECTION ROAD, 12 FEET WEST OF
 FK0112'CENTERLINE OF GATEWAY, 5.7 FEET WEST OF R/W FENCE CORNER, 2.5
 FK0112'FEET SOUTH OF R/W CROSS FENCE.  TABLET SET IN PRECAST CONCRETE
 FK0112'POST.
 FK0112
 FK0112                          STATION RECOVERY (1976)
 FK0112
 FK0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0524 ***********************************************************************
 EL0524  DESIGNATION -  S 155
 EL0524  PID         -  EL0524
 EL0524  STATE/COUNTY-  OK/CARTER
 EL0524  COUNTRY     -  US
 EL0524  USGS QUAD   -  RATLIFF CITY (2018)
 EL0524
 EL0524                         *CURRENT SURVEY CONTROL
 EL0524  ______________________________________________________________________
 EL0524* NAD 83(1986) POSITION- 34 26 55.     (N) 097 31 39.     (W)   SCALED
 EL0524* NAVD 88 ORTHO HEIGHT -   307.088 (meters)     1007.50  (feet) ADJUSTED
 EL0524  ______________________________________________________________________
 EL0524  GEOID HEIGHT    -        -25.649 (meters)                     GEOID18
 EL0524  DYNAMIC HEIGHT  -        306.774 (meters)     1006.47  (feet) COMP
 EL0524  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 EL0524
 EL0524  VERT ORDER      -  SECOND    CLASS 0
 EL0524
 EL0524.The horizontal coordinates were scaled from a map and have
 EL0524.an estimated accuracy of +/- 6 seconds.
 EL0524
 EL0524.The orthometric height was determined by differential leveling and
 EL0524.adjusted by the NATIONAL GEODETIC SURVEY
 EL0524.in June 1991.
 EL0524
 EL0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0524.GEOID18 height accuracy estimate available here.
 EL0524
 EL0524.Click photographs - Photos may exist for this station.
 EL0524
 EL0524.The dynamic height is computed by dividing the NAVD 88
 EL0524.geopotential number by the normal gravity value computed on the
 EL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0524.degrees latitude (g = 980.6199 gals.).
 EL0524
 EL0524.The modeled gravity was interpolated from observed gravity values.
 EL0524
 EL0524;                    North         East    Units  Estimated Accuracy
 EL0524;SPC OK S     -   123,810.      643,420.      MT  (+/- 180 meters Scaled)
 EL0524
 EL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD352128(NAD 83)
 EL0524
 EL0524                          SUPERSEDED SURVEY CONTROL
 EL0524
 EL0524  NGVD 29 (??/??/92)  307.001  (m)         1007.22   (f) ADJ UNCH    2 0
 EL0524
 EL0524.Superseded values are not recommended for survey control.
 EL0524
 EL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0524.See file dsdata.pdf to determine how the superseded data were derived.
 EL0524
 EL0524_MARKER: DB = BENCH MARK DISK
 EL0524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0524_SP_SET: CULVERT HEADWALL
 EL0524_STAMPING: S 155 1934
 EL0524_MARK LOGO: CGS
 EL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0524+STABILITY: SURFACE MOTION
 EL0524
 EL0524  HISTORY     - Date     Condition        Report By
 EL0524  HISTORY     - 1934     MONUMENTED       CGS
 EL0524
 EL0524                          STATION DESCRIPTION
 EL0524
 EL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0524'1.9 MI E FROM COUNTY LINE.
 EL0524'1.9 MILES EAST OF, ALONG ST. HWY 22 FROM SCHOOL BRONZE TABLET
 EL0524'IN NORTH HEADWALL OF HIGHWAY CULVERT, ABOUT 0.1 MILE NORTHWEST
 EL0524'OF LARGE WHITE FARM HOUSE AT HILL TOP, ON SOUTH SIDE OF HIGHWAY,
 EL0524'72 FEET EAST OF TELEPHONE POLE ZK, 16 FEET NORTH OF CENTERLINE
 EL0524'OF STATE HWY 22.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0207 ***********************************************************************
 EL0207  DESIGNATION -  S 156
 EL0207  PID         -  EL0207
 EL0207  STATE/COUNTY-  OK/JOHNSTON
 EL0207  COUNTRY     -  US
 EL0207  USGS QUAD   -  TISHOMINGO (2018)
 EL0207
 EL0207                         *CURRENT SURVEY CONTROL
 EL0207  ______________________________________________________________________
 EL0207* NAD 83(1986) POSITION- 34 11 20.     (N) 096 44 38.     (W)   SCALED
 EL0207* NAVD 88 ORTHO HEIGHT -   194.683 (meters)      638.72  (feet) ADJUSTED
 EL0207  ______________________________________________________________________
 EL0207  GEOID HEIGHT    -        -25.888 (meters)                     GEOID18
 EL0207  DYNAMIC HEIGHT  -        194.487 (meters)      638.08  (feet) COMP
 EL0207  MODELED GRAVITY -    979,623.2   (mgal)                       NAVD 88
 EL0207
 EL0207  VERT ORDER      -  SECOND    CLASS 0
 EL0207
 EL0207.The horizontal coordinates were scaled from a map and have
 EL0207.an estimated accuracy of +/- 6 seconds.
 EL0207
 EL0207.The orthometric height was determined by differential leveling and
 EL0207.adjusted by the NATIONAL GEODETIC SURVEY
 EL0207.in June 1991.
 EL0207
 EL0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0207.GEOID18 height accuracy estimate available here.
 EL0207
 EL0207.Click photographs - Photos may exist for this station.
 EL0207
 EL0207.The dynamic height is computed by dividing the NAVD 88
 EL0207.geopotential number by the normal gravity value computed on the
 EL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0207.degrees latitude (g = 980.6199 gals.).
 EL0207
 EL0207.The modeled gravity was interpolated from observed gravity values.
 EL0207
 EL0207;                    North         East    Units  Estimated Accuracy
 EL0207;SPC OK S     -    95,620.      715,780.      MT  (+/- 180 meters Scaled)
 EL0207
 EL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC079854(NAD 83)
 EL0207
 EL0207                          SUPERSEDED SURVEY CONTROL
 EL0207
 EL0207  NGVD 29 (??/??/92)  194.640  (m)          638.58   (f) ADJ UNCH    2 0
 EL0207
 EL0207.Superseded values are not recommended for survey control.
 EL0207
 EL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0207.See file dsdata.pdf to determine how the superseded data were derived.
 EL0207
 EL0207_MARKER: DB = BENCH MARK DISK
 EL0207_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0207_STAMPING: S 156 1934
 EL0207_MARK LOGO: CGS
 EL0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0207
 EL0207  HISTORY     - Date     Condition        Report By
 EL0207  HISTORY     - 1934     MONUMENTED       CGS
 EL0207  HISTORY     - 1961     GOOD             USGS
 EL0207
 EL0207                          STATION DESCRIPTION
 EL0207
 EL0207'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0207'4.3 MI N FROM MADILL.
 EL0207'4.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0207'THE STATION AT MADILL, MARSHALL COUNTY, IN THE EDGE OF TREES, 100
 EL0207'FEET WEST AND 5.5 FEET LOWER THAN THE RAILROAD TRACKS (OPPOSITE)
 EL0207'AND 50 FEET WEST OF A TRACK ROAD.  A STANDARD DISK, STAMPED
 EL0207'S 156 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST
 EL0207'IS LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0111 ***********************************************************************
 EL0111  DESIGNATION -  S 157
 EL0111  PID         -  EL0111
 EL0111  STATE/COUNTY-  OK/COAL
 EL0111  COUNTRY     -  US
 EL0111  USGS QUAD   -  OLNEY (2018)
 EL0111
 EL0111                         *CURRENT SURVEY CONTROL
 EL0111  ______________________________________________________________________
 EL0111* NAD 83(1986) POSITION- 34 28 08.94   (N) 096 21 18.25   (W)   HD_HELD1
 EL0111* NAVD 88 ORTHO HEIGHT -   181.682 (meters)      596.07  (feet) ADJUSTED
 EL0111  ______________________________________________________________________
 EL0111  GEOID HEIGHT    -        -27.052 (meters)                     GEOID18
 EL0111  DYNAMIC HEIGHT  -        181.502 (meters)      595.48  (feet) COMP
 EL0111  MODELED GRAVITY -    979,638.2   (mgal)                       NAVD 88
 EL0111
 EL0111  VERT ORDER      -  SECOND    CLASS 0
 EL0111
 EL0111.The horizontal coordinates were determined by differentially corrected
 EL0111.hand held GPS observations or other comparable positioning techniques
 EL0111.and have an estimated accuracy of +/- 3 meters.
 EL0111
 EL0111.The orthometric height was determined by differential leveling and
 EL0111.adjusted by the NATIONAL GEODETIC SURVEY
 EL0111.in June 1991.
 EL0111
 EL0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0111.GEOID18 height accuracy estimate available here.
 EL0111
 EL0111.Click photographs - Photos may exist for this station.
 EL0111
 EL0111.The dynamic height is computed by dividing the NAVD 88
 EL0111.geopotential number by the normal gravity value computed on the
 EL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0111.degrees latitude (g = 980.6199 gals.).
 EL0111
 EL0111.The modeled gravity was interpolated from observed gravity values.
 EL0111
 EL0111;                    North         East    Units  Estimated Accuracy
 EL0111;SPC OK S     -   127,219.6     751,110.0     MT  (+/- 3 meters HH1 GPS) 
 EL0111
 EL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4293317351(NAD 83)
 EL0111
 EL0111                          SUPERSEDED SURVEY CONTROL
 EL0111
 EL0111  NGVD 29 (??/??/92)  181.622  (m)          595.87   (f) ADJ UNCH    2 0
 EL0111
 EL0111.Superseded values are not recommended for survey control.
 EL0111
 EL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0111.See file dsdata.pdf to determine how the superseded data were derived.
 EL0111
 EL0111_MARKER: DB = BENCH MARK DISK
 EL0111_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0111_STAMPING: S 157 1934
 EL0111_MARK LOGO: CGS
 EL0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0111
 EL0111  HISTORY     - Date     Condition        Report By
 EL0111  HISTORY     - 1934     MONUMENTED       CGS
 EL0111  HISTORY     - 1969     GOOD             USGS
 EL0111
 EL0111                          STATION DESCRIPTION
 EL0111
 EL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0111'IN OLNEY.
 EL0111'87 FEET NORTHEAST OF CENTERLINE OF ROAD CROSSING, 49.4 FEET
 EL0111'SOUTHWEST OF SOUTHWEST END OF OLNEY DEPOT, 27.3 FEET NORTHWEST
 EL0111'OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. MAIN
 EL0111'LINE TRACK, 2.4 FEET NORTHEAST OF 2ND TELEGRAPH POLE NORTHEAST
 EL0111'OF M.P. 52-25.  TABLET SET IN PRECAST CONCRETE POST.
 EL0111
 EL0111                          STATION RECOVERY (1969)
 EL0111
 EL0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EL0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0013 ***********************************************************************
 EL0013  DESIGNATION -  S 158
 EL0013  PID         -  EL0013
 EL0013  STATE/COUNTY-  OK/COAL
 EL0013  COUNTRY     -  US
 EL0013  USGS QUAD   -  COALGATE (2018)
 EL0013
 EL0013                         *CURRENT SURVEY CONTROL
 EL0013  ______________________________________________________________________
 EL0013* NAD 83(1986) POSITION- 34 32 36.     (N) 096 13 41.     (W)   SCALED
 EL0013* NAVD 88 ORTHO HEIGHT -   181.036 (meters)      593.95  (feet) ADJUSTED
 EL0013  ______________________________________________________________________
 EL0013  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 EL0013  DYNAMIC HEIGHT  -        180.855 (meters)      593.36  (feet) COMP
 EL0013  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 EL0013
 EL0013  VERT ORDER      -  SECOND    CLASS 0
 EL0013
 EL0013.The horizontal coordinates were scaled from a map and have
 EL0013.an estimated accuracy of +/- 6 seconds.
 EL0013
 EL0013.The orthometric height was determined by differential leveling and
 EL0013.adjusted by the NATIONAL GEODETIC SURVEY
 EL0013.in June 1991.
 EL0013
 EL0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0013.GEOID18 height accuracy estimate available here.
 EL0013
 EL0013.Click photographs - Photos may exist for this station.
 EL0013
 EL0013.The dynamic height is computed by dividing the NAVD 88
 EL0013.geopotential number by the normal gravity value computed on the
 EL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0013.degrees latitude (g = 980.6199 gals.).
 EL0013
 EL0013.The modeled gravity was interpolated from observed gravity values.
 EL0013
 EL0013;                    North         East    Units  Estimated Accuracy
 EL0013;SPC OK S     -   135,650.      762,630.      MT  (+/- 180 meters Scaled)
 EL0013
 EL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD543258(NAD 83)
 EL0013
 EL0013                          SUPERSEDED SURVEY CONTROL
 EL0013
 EL0013  NGVD 29 (??/??/92)  180.967  (m)          593.72   (f) ADJ UNCH    2 0
 EL0013
 EL0013.Superseded values are not recommended for survey control.
 EL0013
 EL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0013.See file dsdata.pdf to determine how the superseded data were derived.
 EL0013
 EL0013_MARKER: DB = BENCH MARK DISK
 EL0013_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0013_STAMPING: S 158 1934
 EL0013_MARK LOGO: CGS
 EL0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0013
 EL0013  HISTORY     - Date     Condition        Report By
 EL0013  HISTORY     - 1934     MONUMENTED       CGS
 EL0013
 EL0013                          STATION DESCRIPTION
 EL0013
 EL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0013'1.8 MI SW FROM COALGATE.
 EL0013'ABOUT 1.8 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0013'PACIFIC RAILWAY FROM THE COURTHOUSE AT COALGATE, COAL COUNTY,
 EL0013'AT NORTH COALGATE, ABOUT 69.3 FEET SOUTH OF THE SECOND POLE
 EL0013'NORTHEAST OF MILEPOST 43+15, ABOUT 165 FEET SOUTHWEST OF THE
 EL0013'CISTERN, 77 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 EL0013'75, 3.5 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE, AND
 EL0013'40.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 EL0013'DISK, STAMPED S 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0631 ***********************************************************************
 EK0631  DESIGNATION -  S 159
 EK0631  PID         -  EK0631
 EK0631  STATE/COUNTY-  OK/PITTSBURG
 EK0631  COUNTRY     -  US
 EK0631  USGS QUAD   -  HARTSHORNE SW (2018)
 EK0631
 EK0631                         *CURRENT SURVEY CONTROL
 EK0631  ______________________________________________________________________
 EK0631* NAD 83(1986) POSITION- 34 50 04.     (N) 095 37 41.     (W)   SCALED
 EK0631* NAVD 88 ORTHO HEIGHT -   187.042 (meters)      613.65  (feet) ADJUSTED
 EK0631  ______________________________________________________________________
 EK0631  GEOID HEIGHT    -        -30.538 (meters)                     GEOID18
 EK0631  DYNAMIC HEIGHT  -        186.849 (meters)      613.02  (feet) COMP
 EK0631  MODELED GRAVITY -    979,604.1   (mgal)                       NAVD 88
 EK0631
 EK0631  VERT ORDER      -  SECOND    CLASS 0
 EK0631
 EK0631.The horizontal coordinates were scaled from a map and have
 EK0631.an estimated accuracy of +/- 6 seconds.
 EK0631
 EK0631.The orthometric height was determined by differential leveling and
 EK0631.adjusted by the NATIONAL GEODETIC SURVEY
 EK0631.in June 1991.
 EK0631
 EK0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0631.GEOID18 height accuracy estimate available here.
 EK0631
 EK0631.Click photographs - Photos may exist for this station.
 EK0631
 EK0631.The dynamic height is computed by dividing the NAVD 88
 EK0631.geopotential number by the normal gravity value computed on the
 EK0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0631.degrees latitude (g = 980.6199 gals.).
 EK0631
 EK0631.The modeled gravity was interpolated from observed gravity values.
 EK0631
 EK0631;                    North         East    Units  Estimated Accuracy
 EK0631;SPC OK S     -   169,060.      816,930.      MT  (+/- 180 meters Scaled)
 EK0631
 EK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU596578(NAD 83)
 EK0631
 EK0631                          SUPERSEDED SURVEY CONTROL
 EK0631
 EK0631  NGVD 29 (??/??/92)  186.937  (m)          613.31   (f) ADJ UNCH    2 0
 EK0631
 EK0631.Superseded values are not recommended for survey control.
 EK0631
 EK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0631.See file dsdata.pdf to determine how the superseded data were derived.
 EK0631
 EK0631_MARKER: DB = BENCH MARK DISK
 EK0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0631_STAMPING: S 159 1934
 EK0631_MARK LOGO: CGS
 EK0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0631+STABILITY: SURFACE MOTION
 EK0631
 EK0631  HISTORY     - Date     Condition        Report By
 EK0631  HISTORY     - 1934     MONUMENTED       CGS
 EK0631
 EK0631                          STATION DESCRIPTION
 EK0631
 EK0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0631'3.7 MI SW FROM HAILEYVILLE.
 EK0631'ABOUT 3.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0631'PACIFIC RAILWAY FROM THE STATION AT HAILEYVILLE, PITTSBURG
 EK0631'COUNTY, ABOUT 90 FEET SOUTH OF THE THIRD POLE NORTHEAST OF
 EK0631'MILEPOST 2+25, ABOUT 0.2 MILE SOUTHWEST OF A ROAD CROSSING AND
 EK0631'THE END OF THE RIGHT-OF-WAY FENCE, ABOUT 100 FEET NORTH OF A
 EK0631'POWER-TRANSMISSION LINE POLE, 63 FEET NORTH OF A 3-FOOT OAK TREE
 EK0631'ON THE SOUTHEAST SIDE OF A ROAD, 45.2 FEET SOUTHEAST OF THE
 EK0631'CENTER LINE OF THE TRACK, 24 FEET NORTHWEST OF THE CENTER LINE
 EK0631'OF A ROAD PARALLELING THE TRACK, AND 4.9 FEET NORTHWEST OF THE
 EK0631'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 159 1934 AND
 EK0631'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0685 ***********************************************************************
 FH0685  DESIGNATION -  S 16
 FH0685  PID         -  FH0685
 FH0685  STATE/COUNTY-  OK/PITTSBURG
 FH0685  COUNTRY     -  US
 FH0685  USGS QUAD   -  CROWDER (2018)
 FH0685
 FH0685                         *CURRENT SURVEY CONTROL
 FH0685  ______________________________________________________________________
 FH0685* NAD 83(1986) POSITION- 35 01 20.31   (N) 095 43 23.65   (W)   HD_HELD1
 FH0685* NAVD 88 ORTHO HEIGHT -   193.032 (meters)      633.31  (feet) ADJUSTED
 FH0685  ______________________________________________________________________
 FH0685  GEOID HEIGHT    -        -30.076 (meters)                     GEOID18
 FH0685  DYNAMIC HEIGHT  -        192.840 (meters)      632.68  (feet) COMP
 FH0685  MODELED GRAVITY -    979,634.8   (mgal)                       NAVD 88
 FH0685
 FH0685  VERT ORDER      -  FIRST     CLASS II
 FH0685
 FH0685.The horizontal coordinates were determined by differentially corrected
 FH0685.hand held GPS observations or other comparable positioning techniques
 FH0685.and have an estimated accuracy of +/- 3 meters.
 FH0685
 FH0685.The orthometric height was determined by differential leveling and
 FH0685.adjusted by the NATIONAL GEODETIC SURVEY
 FH0685.in June 1991.
 FH0685
 FH0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0685.GEOID18 height accuracy estimate available here.
 FH0685
 FH0685.Click photographs - Photos may exist for this station.
 FH0685
 FH0685.The dynamic height is computed by dividing the NAVD 88
 FH0685.geopotential number by the normal gravity value computed on the
 FH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0685.degrees latitude (g = 980.6199 gals.).
 FH0685
 FH0685.The modeled gravity was interpolated from observed gravity values.
 FH0685
 FH0685;                    North         East    Units  Estimated Accuracy
 FH0685;SPC OK S     -   189,693.2     807,760.3     MT  (+/- 3 meters HH1 GPS) 
 FH0685
 FH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU5153578907(NAD 83)
 FH0685
 FH0685                          SUPERSEDED SURVEY CONTROL
 FH0685
 FH0685  NGVD 29 (??/??/92)  192.923  (m)          632.95   (f) ADJ UNCH    1 2
 FH0685
 FH0685.Superseded values are not recommended for survey control.
 FH0685
 FH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0685.See file dsdata.pdf to determine how the superseded data were derived.
 FH0685
 FH0685_MARKER: DB = BENCH MARK DISK
 FH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0685_STAMPING: S 16 1933
 FH0685_MARK LOGO: CGS
 FH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0685+STABILITY: SURFACE MOTION
 FH0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0685+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 FH0685
 FH0685  HISTORY     - Date     Condition        Report By
 FH0685  HISTORY     - 1933     MONUMENTED       CGS
 FH0685  HISTORY     - 1965     GOOD             USGS
 FH0685  HISTORY     - 20070104 GOOD             INDIV
 FH0685
 FH0685                          STATION DESCRIPTION
 FH0685
 FH0685'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FH0685'7 MI N FROM MC ALESTER.
 FH0685'MC ALESTER, ABOUT 7.0 MIS. NORTH ALONG THE M-K-T RAILROAD, IN
 FH0685'THE NE 1/4 OF SEC. 5, T-6-N, R-15-E, ABOUT 2 1/2 MI., GENERALLY
 FH0685'NORTH, ALONG A BLACKTOP ROAD (OLD HWY 69) FROM THE JCT. OF U.S.
 FH0685'HWY 69 BUSINESS AND STATE HWY. 113 (W), ABOUT 0.3 MI. SOUTH OF
 FH0685'A MICROWAVE TOWER ON THE WEST SIDE OF THE RAILROAD TRACKS, 28
 FH0685'FT. NORTH AND 85 FT. EAST OF MILEPOST 559, 49 FT. WEST OF THE
 FH0685'CENTERLINE OF THE BLACKTOP ROAD, IN A CONCRETE POST, A STD.
 FH0685'USC AND GS TABLET STAMPED S 16 1933.
 FH0685
 FH0685                          STATION RECOVERY (2007)
 FH0685
 FH0685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (TLB)
 FH0685'S16 NORTH OF MCALESTER, OKLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0453 ***********************************************************************
 EK0453  DESIGNATION -  S 160
 EK0453  PID         -  EK0453
 EK0453  STATE/COUNTY-  OK/LATIMER
 EK0453  COUNTRY     -  US
 EK0453  USGS QUAD   -  PANOLA (2018)
 EK0453
 EK0453                         *CURRENT SURVEY CONTROL
 EK0453  ______________________________________________________________________
 EK0453* NAD 83(1986) POSITION- 34 56 52.08   (N) 095 08 38.73   (W)   HD_HELD1
 EK0453* NAVD 88 ORTHO HEIGHT -   196.959 (meters)      646.19  (feet) ADJUSTED
 EK0453  ______________________________________________________________________
 EK0453  GEOID HEIGHT    -        -31.373 (meters)                     GEOID18
 EK0453  DYNAMIC HEIGHT  -        196.756 (meters)      645.52  (feet) COMP
 EK0453  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 EK0453
 EK0453  VERT ORDER      -  SECOND    CLASS 0
 EK0453
 EK0453.The horizontal coordinates were determined by differentially corrected
 EK0453.hand held GPS observations or other comparable positioning techniques
 EK0453.and have an estimated accuracy of +/- 3 meters.
 EK0453
 EK0453.The orthometric height was determined by differential leveling and
 EK0453.adjusted by the NATIONAL GEODETIC SURVEY
 EK0453.in June 1991.
 EK0453
 EK0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0453.GEOID18 height accuracy estimate available here.
 EK0453
 EK0453.Click photographs - Photos may exist for this station.
 EK0453
 EK0453.The dynamic height is computed by dividing the NAVD 88
 EK0453.geopotential number by the normal gravity value computed on the
 EK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0453.degrees latitude (g = 980.6199 gals.).
 EK0453
 EK0453.The modeled gravity was interpolated from observed gravity values.
 EK0453
 EK0453;                    North         East    Units  Estimated Accuracy
 EK0453;SPC OK S     -   182,774.4     860,829.8     MT  (+/- 3 meters HH1 GPS) 
 EK0453
 EK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0420869353(NAD 83)
 EK0453
 EK0453                          SUPERSEDED SURVEY CONTROL
 EK0453
 EK0453  NGVD 29 (??/??/92)  196.843  (m)          645.81   (f) ADJ UNCH    2 0
 EK0453
 EK0453.Superseded values are not recommended for survey control.
 EK0453
 EK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0453.See file dsdata.pdf to determine how the superseded data were derived.
 EK0453
 EK0453_MARKER: DB = BENCH MARK DISK
 EK0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0453_SP_SET: TRESTLE ABUTMENT
 EK0453_STAMPING: S 160 1934
 EK0453_MARK LOGO: CGS
 EK0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0453
 EK0453  HISTORY     - Date     Condition        Report By
 EK0453  HISTORY     - 1934     MONUMENTED       CGS
 EK0453
 EK0453                          STATION DESCRIPTION
 EK0453
 EK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0453'3.6 MI W FROM RED OAK.
 EK0453'ABOUT 3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0453'RAILWAY FROM THE STATION AT RED OAK, LATIMER COUNTY, ABOUT 60
 EK0453'FEET NORTHWEST OF THE THIRD POLE WEST OF MILEPOST 326, ABOUT 0.2
 EK0453'MILE EAST OF A SERVICE STATION AND A WHITE HOUSE ON THE NORTH
 EK0453'SIDE OF A HIGHWAY, AT TRESTLE 3259, IN THE WEST ABUTMENT, 8.7
 EK0453'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 40 FEET
 EK0453'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 160
 EK0453'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0694 ***********************************************************************
 FH0694  DESIGNATION -  S 161
 FH0694  PID         -  FH0694
 FH0694  STATE/COUNTY-  OK/MUSKOGEE
 FH0694  COUNTRY     -  US
 FH0694  USGS QUAD   -  BOYNTON (2018)
 FH0694
 FH0694                         *CURRENT SURVEY CONTROL
 FH0694  ______________________________________________________________________
 FH0694* NAD 83(1986) POSITION- 35 39 56.     (N) 095 38 04.     (W)   SCALED
 FH0694* NAVD 88 ORTHO HEIGHT -   180.835 (meters)      593.29  (feet) ADJUSTED
 FH0694  ______________________________________________________________________
 FH0694  GEOID HEIGHT    -        -29.478 (meters)                     GEOID18
 FH0694  DYNAMIC HEIGHT  -        180.668 (meters)      592.74  (feet) COMP
 FH0694  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 FH0694
 FH0694  VERT ORDER      -  SECOND    CLASS 0
 FH0694
 FH0694.The horizontal coordinates were scaled from a map and have
 FH0694.an estimated accuracy of +/- 6 seconds.
 FH0694
 FH0694.The orthometric height was determined by differential leveling and
 FH0694.adjusted by the NATIONAL GEODETIC SURVEY
 FH0694.in June 1991.
 FH0694
 FH0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0694.GEOID18 height accuracy estimate available here.
 FH0694
 FH0694.Click photographs - Photos may exist for this station.
 FH0694
 FH0694.The dynamic height is computed by dividing the NAVD 88
 FH0694.geopotential number by the normal gravity value computed on the
 FH0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0694.degrees latitude (g = 980.6199 gals.).
 FH0694
 FH0694.The modeled gravity was interpolated from observed gravity values.
 FH0694
 FH0694;                    North         East    Units  Estimated Accuracy
 FH0694;SPC OK N     -    76,450.      814,160.      MT  (+/- 180 meters Scaled)
 FH0694
 FH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV615500(NAD 83)
 FH0694
 FH0694                          SUPERSEDED SURVEY CONTROL
 FH0694
 FH0694  NGVD 29 (??/??/92)  180.722  (m)          592.92   (f) ADJ UNCH    2 0
 FH0694
 FH0694.Superseded values are not recommended for survey control.
 FH0694
 FH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0694.See file dsdata.pdf to determine how the superseded data were derived.
 FH0694
 FH0694_MARKER: DB = BENCH MARK DISK
 FH0694_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0694_STAMPING: S 161 1934
 FH0694_MARK LOGO: CGS
 FH0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0694
 FH0694  HISTORY     - Date     Condition        Report By
 FH0694  HISTORY     - 1934     MONUMENTED       CGS
 FH0694  HISTORY     - 1960     GOOD             CGS
 FH0694  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0694
 FH0694                          STATION DESCRIPTION
 FH0694
 FH0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0694'1.4 MI NE FROM BOYNTON.
 FH0694'1.4 MILES NORTHEAST OF, ALONG S.L. AND S.F. RY, FROM STATION.
 FH0694'ABOUT 350 FEET NORTHEAST OF NORTHEAST END OF WOODEN RY. TRESTLE
 FH0694'473.7, 175 FEET NORTHEAST OF M.P. 473-20, 47.8 FEET NORTHWEST
 FH0694'OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 33 FEET
 FH0694'NORTHEAST OF WAGON GATE, 12.2 FEET NORTHWEST OF TELEGRAPH POLE.
 FH0694'TABLET SET IN PRECAST CONCRETE POST.
 FH0694
 FH0694                          STATION RECOVERY (1960)
 FH0694
 FH0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0694'RECOVERED IN GOOD CONDITION.
 FH0694
 FH0694                          STATION RECOVERY (2021)
 FH0694
 FH0694'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0705 ***********************************************************************
 FH0705  DESIGNATION -  S 162
 FH0705  PID         -  FH0705
 FH0705  STATE/COUNTY-  OK/OKMULGEE
 FH0705  COUNTRY     -  US
 FH0705  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH0705
 FH0705                         *CURRENT SURVEY CONTROL
 FH0705  ______________________________________________________________________
 FH0705* NAD 83(1986) POSITION- 35 36 53.     (N) 095 53 45.     (W)   SCALED
 FH0705* NAVD 88 ORTHO HEIGHT -   204.587 (meters)      671.22  (feet) ADJUSTED
 FH0705  ______________________________________________________________________
 FH0705  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 FH0705  DYNAMIC HEIGHT  -        204.397 (meters)      670.59  (feet) COMP
 FH0705  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 FH0705
 FH0705  VERT ORDER      -  SECOND    CLASS 0
 FH0705
 FH0705.The horizontal coordinates were scaled from a map and have
 FH0705.an estimated accuracy of +/- 6 seconds.
 FH0705
 FH0705.The orthometric height was determined by differential leveling and
 FH0705.adjusted by the NATIONAL GEODETIC SURVEY
 FH0705.in June 1991.
 FH0705
 FH0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0705.GEOID18 height accuracy estimate available here.
 FH0705
 FH0705.Click photographs - Photos may exist for this station.
 FH0705
 FH0705.The dynamic height is computed by dividing the NAVD 88
 FH0705.geopotential number by the normal gravity value computed on the
 FH0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0705.degrees latitude (g = 980.6199 gals.).
 FH0705
 FH0705.The modeled gravity was interpolated from observed gravity values.
 FH0705
 FH0705;                    North         East    Units  Estimated Accuracy
 FH0705;SPC OK N     -    70,270.      790,620.      MT  (+/- 180 meters Scaled)
 FH0705
 FH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV377450(NAD 83)
 FH0705
 FH0705                          SUPERSEDED SURVEY CONTROL
 FH0705
 FH0705  NGVD 29 (??/??/92)  204.477  (m)          670.86   (f) ADJ UNCH    2 0
 FH0705
 FH0705.Superseded values are not recommended for survey control.
 FH0705
 FH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0705.See file dsdata.pdf to determine how the superseded data were derived.
 FH0705
 FH0705_MARKER: DB = BENCH MARK DISK
 FH0705_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0705_STAMPING: S 162 1934
 FH0705_MARK LOGO: CGS
 FH0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0705
 FH0705  HISTORY     - Date     Condition        Report By
 FH0705  HISTORY     - 1934     MONUMENTED       CGS
 FH0705  HISTORY     - 1969     MARK NOT FOUND   CGS
 FH0705
 FH0705                          STATION DESCRIPTION
 FH0705
 FH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0705'2.4 MI W FROM MORRIS.
 FH0705'2.4 MILES WEST OF, ALONG S.L. AND S.F. RY FROM STATION.  ABOUT
 FH0705'180 FEET WEST OF M.P. 490, 125 FEET SOUTHEAST OF CONCRETE CULVERT
 FH0705'UNDER RAILROAD, BUILT IN 1914, 49 FEET SOUTHWEST OF CENTERLINE
 FH0705'OF ST. LOUIS AND SAN FRANCISCO RY., 7.1 FEET NORTHEAST OF
 FH0705'TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 FH0705
 FH0705                          STATION RECOVERY (1969)
 FH0705
 FH0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0705'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0256 ***********************************************************************
 GG0256  DESIGNATION -  S 163
 GG0256  PID         -  GG0256
 GG0256  STATE/COUNTY-  OK/OTTAWA
 GG0256  COUNTRY     -  US
 GG0256  USGS QUAD   -  AFTON (2018)
 GG0256
 GG0256                         *CURRENT SURVEY CONTROL
 GG0256  ______________________________________________________________________
 GG0256* NAD 83(1986) POSITION- 36 42 28.     (N) 094 56 08.     (W)   SCALED
 GG0256* NAVD 88 ORTHO HEIGHT -   243.348 (meters)      798.38  (feet) ADJUSTED
 GG0256  ______________________________________________________________________
 GG0256  GEOID HEIGHT    -        -29.234 (meters)                     GEOID18
 GG0256  DYNAMIC HEIGHT  -        243.146 (meters)      797.72  (feet) COMP
 GG0256  MODELED GRAVITY -    979,796.7   (mgal)                       NAVD 88
 GG0256
 GG0256  VERT ORDER      -  SECOND    CLASS 0
 GG0256
 GG0256.The horizontal coordinates were scaled from a map and have
 GG0256.an estimated accuracy of +/- 6 seconds.
 GG0256
 GG0256.The orthometric height was determined by differential leveling and
 GG0256.adjusted by the NATIONAL GEODETIC SURVEY
 GG0256.in June 1991.
 GG0256
 GG0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0256.GEOID18 height accuracy estimate available here.
 GG0256
 GG0256.Click photographs - Photos may exist for this station.
 GG0256
 GG0256.The dynamic height is computed by dividing the NAVD 88
 GG0256.geopotential number by the normal gravity value computed on the
 GG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0256.degrees latitude (g = 980.6199 gals.).
 GG0256
 GG0256.The modeled gravity was interpolated from observed gravity values.
 GG0256
 GG0256;                    North         East    Units  Estimated Accuracy
 GG0256;SPC OK N     -   193,810.      873,760.      MT  (+/- 180 meters Scaled)
 GG0256
 GG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA271642(NAD 83)
 GG0256
 GG0256                          SUPERSEDED SURVEY CONTROL
 GG0256
 GG0256  NGVD 29 (??/??/92)  243.238  (m)          798.02   (f) ADJ UNCH    2 0
 GG0256
 GG0256.Superseded values are not recommended for survey control.
 GG0256
 GG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0256.See file dsdata.pdf to determine how the superseded data were derived.
 GG0256
 GG0256_MARKER: DB = BENCH MARK DISK
 GG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0256_STAMPING: S 163 1934
 GG0256_MARK LOGO: CGS
 GG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0256+STABILITY: SURFACE MOTION
 GG0256
 GG0256  HISTORY     - Date     Condition        Report By
 GG0256  HISTORY     - 1934     MONUMENTED       CGS
 GG0256  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0256
 GG0256                          STATION DESCRIPTION
 GG0256
 GG0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0256'1.9 MI NE FROM AFTON.
 GG0256'1.9 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0256'FROM THE STATION AT AFTON, OTTAWA COUNTY, 65 FEET SOUTHEAST OF
 GG0256'POLE 346+10, 1800 FEET SOUTHWEST OF SEMAPHORE 345.9, 170 FEET
 GG0256'EAST OF THE SOUTHEAST END OF A CONCRETE CULVERT BUILT IN 1920,
 GG0256'99 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 3.6 FEET
 GG0256'NORTHWEST OF POLE 13215.  A STANDARD DISK, STAMPED S 163 1934
 GG0256'AND SET IN THE TOP OF A CONCRETE POST.
 GG0256
 GG0256                          STATION RECOVERY (1989)
 GG0256
 GG0256'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0419 ***********************************************************************
 FH0419  DESIGNATION -  S 164
 FH0419  PID         -  FH0419
 FH0419  STATE/COUNTY-  OK/CHEROKEE
 FH0419  COUNTRY     -  US
 FH0419  USGS QUAD   -  PARK HILL (2019)
 FH0419
 FH0419                         *CURRENT SURVEY CONTROL
 FH0419  ______________________________________________________________________
 FH0419* NAD 83(1986) POSITION- 35 51 22.     (N) 094 56 03.     (W)   SCALED
 FH0419* NAVD 88 ORTHO HEIGHT -   216.880 (meters)      711.55  (feet) ADJUSTED
 FH0419  ______________________________________________________________________
 FH0419  GEOID HEIGHT    -        -29.044 (meters)                     GEOID18
 FH0419  DYNAMIC HEIGHT  -        216.686 (meters)      710.91  (feet) COMP
 FH0419  MODELED GRAVITY -    979,732.4   (mgal)                       NAVD 88
 FH0419
 FH0419  VERT ORDER      -  SECOND    CLASS 0
 FH0419
 FH0419.The horizontal coordinates were scaled from a map and have
 FH0419.an estimated accuracy of +/- 6 seconds.
 FH0419
 FH0419.The orthometric height was determined by differential leveling and
 FH0419.adjusted by the NATIONAL GEODETIC SURVEY
 FH0419.in June 1991.
 FH0419
 FH0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0419.GEOID18 height accuracy estimate available here.
 FH0419
 FH0419.Click photographs - Photos may exist for this station.
 FH0419
 FH0419.The dynamic height is computed by dividing the NAVD 88
 FH0419.geopotential number by the normal gravity value computed on the
 FH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0419.degrees latitude (g = 980.6199 gals.).
 FH0419
 FH0419.The modeled gravity was interpolated from observed gravity values.
 FH0419
 FH0419;                    North         East    Units  Estimated Accuracy
 FH0419;SPC OK N     -    99,360.      876,870.      MT  (+/- 180 meters Scaled)
 FH0419
 FH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV253697(NAD 83)
 FH0419
 FH0419                          SUPERSEDED SURVEY CONTROL
 FH0419
 FH0419  NGVD 29 (??/??/92)  216.745  (m)          711.10   (f) ADJ UNCH    2 0
 FH0419
 FH0419.Superseded values are not recommended for survey control.
 FH0419
 FH0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0419.See file dsdata.pdf to determine how the superseded data were derived.
 FH0419
 FH0419_MARKER: DB = BENCH MARK DISK
 FH0419_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0419_STAMPING: S 164 1934
 FH0419_MARK LOGO: CGS
 FH0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0419
 FH0419  HISTORY     - Date     Condition        Report By
 FH0419  HISTORY     - 1934     MONUMENTED       CGS
 FH0419  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0419
 FH0419                          STATION DESCRIPTION
 FH0419
 FH0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0419'1.5 MI E FROM PARK HILL.
 FH0419'1.5 MILES EAST OF, ALONG ST.L. AND S.F.RY. FROM STATION ABOUT
 FH0419'400 FEET WEST OF M.P. 413-25, 120 FEET SOUTHEAST OF INTERSECTION
 FH0419'OF CENTERLINES OF EAST-WEST GRAVEL ROAD WITH RAILWAY, 47 FEET
 FH0419'SOUTHWEST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY,
 FH0419'3.5 FEET NORTH OF SOUTH CORNER OF FENCE, PRECAST CONCRETE POST,
 FH0419'SET ON OUTSIDE OF RAILWAY CURVE.
 FH0419
 FH0419                          STATION RECOVERY (1972)
 FH0419
 FH0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0386 ***********************************************************************
 EK0386  DESIGNATION -  S 166
 EK0386  PID         -  EK0386
 EK0386  STATE/COUNTY-  OK/LE FLORE
 EK0386  COUNTRY     -  US
 EK0386  USGS QUAD   -  SUMMERFIELD (2018)
 EK0386
 EK0386                         *CURRENT SURVEY CONTROL
 EK0386  ______________________________________________________________________
 EK0386* NAD 83(1986) POSITION- 34 57 12.     (N) 094 52 19.     (W)   SCALED
 EK0386* NAVD 88 ORTHO HEIGHT -   173.032 (meters)      567.69  (feet) ADJUSTED
 EK0386  ______________________________________________________________________
 EK0386  GEOID HEIGHT    -        -31.622 (meters)                     GEOID18
 EK0386  DYNAMIC HEIGHT  -        172.853 (meters)      567.10  (feet) COMP
 EK0386  MODELED GRAVITY -    979,600.8   (mgal)                       NAVD 88
 EK0386
 EK0386  VERT ORDER      -  SECOND    CLASS 0
 EK0386
 EK0386.The horizontal coordinates were scaled from a map and have
 EK0386.an estimated accuracy of +/- 6 seconds.
 EK0386
 EK0386.The orthometric height was determined by differential leveling and
 EK0386.adjusted by the NATIONAL GEODETIC SURVEY
 EK0386.in June 1991.
 EK0386
 EK0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0386.GEOID18 height accuracy estimate available here.
 EK0386
 EK0386.Click photographs - Photos may exist for this station.
 EK0386
 EK0386.The dynamic height is computed by dividing the NAVD 88
 EK0386.geopotential number by the normal gravity value computed on the
 EK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0386.degrees latitude (g = 980.6199 gals.).
 EK0386
 EK0386.The modeled gravity was interpolated from observed gravity values.
 EK0386
 EK0386;                    North         East    Units  Estimated Accuracy
 EK0386;SPC OK S     -   184,130.      885,660.      MT  (+/- 180 meters Scaled)
 EK0386
 EK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU290694(NAD 83)
 EK0386
 EK0386                          SUPERSEDED SURVEY CONTROL
 EK0386
 EK0386  NGVD 29 (??/??/92)  172.922  (m)          567.33   (f) ADJ UNCH    2 0
 EK0386
 EK0386.Superseded values are not recommended for survey control.
 EK0386
 EK0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0386.See file dsdata.pdf to determine how the superseded data were derived.
 EK0386
 EK0386_MARKER: DB = BENCH MARK DISK
 EK0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0386_STAMPING: S 166 1934
 EK0386_MARK LOGO: CGS
 EK0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0386+STABILITY: SURFACE MOTION
 EK0386
 EK0386  HISTORY     - Date     Condition        Report By
 EK0386  HISTORY     - 1934     MONUMENTED       CGS
 EK0386  HISTORY     - 1959     GOOD             CGS
 EK0386
 EK0386                          STATION DESCRIPTION
 EK0386
 EK0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0386'2.1 MI E FROM FANSHAWE.
 EK0386'ABOUT 2.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0386'RAILWAY FROM THE STATION AT FANSHAWE, LE FLORE COUNTY, 4.8
 EK0386'FEET EAST OF MILEPOST 310+15, ABOUT 0.2 MILES EAST OF A ROAD
 EK0386'CROSSING AND A GATEWAY IN THE RIGHT-OF-WAY FENCE, 48 FEET SOUTH
 EK0386'OF THE CENTER LINE OF U.S. HIGHWAY 270, 41.8 FEET NORTH OF THE
 EK0386'CENTER LINE OF U.S. HIGHWAY 270, 41.8 FEET NORTH OF THE
 EK0386'CENTER LINE OF THE TRACK, 8.2 FEET SOUTH OF THE RIGHT-OF-WAY
 EK0386'FENCE, AND ABOUT 3.2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 EK0386'STANDARD DISK, STAMPED S 166 1934 AND SET IN THE TOP OF A
 EK0386'CONCRETE POST.
 EK0386
 EK0386                          STATION RECOVERY (1959)
 EK0386
 EK0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0359 ***********************************************************************
 EK0359  DESIGNATION -  S 167 RESET
 EK0359  PID         -  EK0359
 EK0359  STATE/COUNTY-  OK/LE FLORE
 EK0359  COUNTRY     -  US
 EK0359  USGS QUAD   -  HONTUBBY (2018)
 EK0359
 EK0359                         *CURRENT SURVEY CONTROL
 EK0359  ______________________________________________________________________
 EK0359* NAD 83(1986) POSITION- 34 45 19.     (N) 094 37 22.     (W)   SCALED
 EK0359* NAVD 88 ORTHO HEIGHT -   198.61  (meters)      651.6   (feet) RESET
 EK0359  ______________________________________________________________________
 EK0359  GEOID HEIGHT    -        -31.507 (meters)                     GEOID18
 EK0359  VERT ORDER      -  THIRD
 EK0359
 EK0359.The horizontal coordinates were scaled from a map and have
 EK0359.an estimated accuracy of +/- 6 seconds.
 EK0359
 EK0359.The orthometric height was computed from unverified reset data.
 EK0359
 EK0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0359.GEOID18 height accuracy estimate available here.
 EK0359
 EK0359.Click photographs - Photos may exist for this station.
 EK0359
 EK0359;                    North         East    Units  Estimated Accuracy
 EK0359;SPC OK S     -   162,900.      909,140.      MT  (+/- 180 meters Scaled)
 EK0359
 EK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU514471(NAD 83)
 EK0359
 EK0359                          SUPERSEDED SURVEY CONTROL
 EK0359
 EK0359.No superseded survey control is available for this station.
 EK0359
 EK0359_MARKER: DB = BENCH MARK DISK
 EK0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0359_SP_SET: BRIDGE
 EK0359_STAMPING: S 167 RESET 1959
 EK0359_MARK LOGO: CGS
 EK0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0359
 EK0359  HISTORY     - Date     Condition        Report By
 EK0359  HISTORY     - 1959     MONUMENTED       KCSRR
 EK0359
 EK0359                          STATION DESCRIPTION
 EK0359
 EK0359'DESCRIBED BY KANSAS CITY SOUTHERN RAILROAD 1959
 EK0359'AT STAPP.
 EK0359'AT STAPP, ON THE KANSAS CITY SOUTHERN RAILWAY, AT BRIDGE A-350,
 EK0359'IN THE CONCRETE BRIDGE SEAT AT SOUTH END OF BRIDGE, 6.3 FEET
 EK0359'EAST OF THE CENTER LINE OF TRACK, 1.0 FOOT NORTH OF SOUTH
 EK0359'BACKWALL OF BRIDGE AND 3.8 FEET BELOW THE TOP OF THE WEST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0314 ***********************************************************************
 EK0314  DESIGNATION -  S 168
 EK0314  PID         -  EK0314
 EK0314  STATE/COUNTY-  OK/MCCURTAIN
 EK0314  COUNTRY     -  US
 EK0314  USGS QUAD   -  HEE CREEK (2018)
 EK0314
 EK0314                         *CURRENT SURVEY CONTROL
 EK0314  ______________________________________________________________________
 EK0314* NAD 83(1986) POSITION- 34 22 27.     (N) 094 44 39.     (W)   SCALED
 EK0314* NAVD 88 ORTHO HEIGHT -   284.631 (meters)      933.83  (feet) ADJUSTED
 EK0314  ______________________________________________________________________
 EK0314  GEOID HEIGHT    -        -30.412 (meters)                     GEOID18
 EK0314  DYNAMIC HEIGHT  -        284.320 (meters)      932.81  (feet) COMP
 EK0314  MODELED GRAVITY -    979,538.7   (mgal)                       NAVD 88
 EK0314
 EK0314  VERT ORDER      -  SECOND    CLASS 0
 EK0314
 EK0314.The horizontal coordinates were scaled from a map and have
 EK0314.an estimated accuracy of +/- 6 seconds.
 EK0314
 EK0314.The orthometric height was determined by differential leveling and
 EK0314.adjusted by the NATIONAL GEODETIC SURVEY
 EK0314.in June 1991.
 EK0314
 EK0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0314.GEOID18 height accuracy estimate available here.
 EK0314
 EK0314.Click photographs - Photos may exist for this station.
 EK0314
 EK0314.The dynamic height is computed by dividing the NAVD 88
 EK0314.geopotential number by the normal gravity value computed on the
 EK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0314.degrees latitude (g = 980.6199 gals.).
 EK0314
 EK0314.The modeled gravity was interpolated from observed gravity values.
 EK0314
 EK0314;                    North         East    Units  Estimated Accuracy
 EK0314;SPC OK S     -   120,280.      899,400.      MT  (+/- 180 meters Scaled)
 EK0314
 EK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU396050(NAD 83)
 EK0314
 EK0314                          SUPERSEDED SURVEY CONTROL
 EK0314
 EK0314  NGVD 29 (??/??/92)  284.562  (m)          933.60   (f) ADJ UNCH    2 0
 EK0314
 EK0314.Superseded values are not recommended for survey control.
 EK0314
 EK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0314.See file dsdata.pdf to determine how the superseded data were derived.
 EK0314
 EK0314_MARKER: DB = BENCH MARK DISK
 EK0314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0314_STAMPING: S 168 1934
 EK0314_MARK LOGO: CGS
 EK0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0314
 EK0314  HISTORY     - Date     Condition        Report By
 EK0314  HISTORY     - 1934     MONUMENTED       CGS
 EK0314  HISTORY     - 1978     MARK NOT FOUND   USGS
 EK0314
 EK0314                          STATION DESCRIPTION
 EK0314
 EK0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0314'5.7 MI E FROM BETHEL.
 EK0314'5.7 MILES EAST OF, ALONG ST. HWY 21 66 FEET NORTHEAST OF TELEPHONE
 EK0314'POLE, 42 FEET SOUTHEAST OF CENTERLINE OF ROAD LEADING NORTHEAST,
 EK0314'39 FEET NORTH OF CENTERLINE OF STATE HWY. 21, 22.8 FEET NORTHEAST
 EK0314'OF PINE STUMP AT EDGE OF HIGHWAY 2.8 FT. HIGH, 3.2 FT. IN DIAMETER
 EK0314'AT BASE, 2.5 FEET ABOVE HIGHWAY.  TABLET SET IN PRECAST CONCRETE
 EK0314'POST.
 EK0314
 EK0314                          STATION RECOVERY (1978)
 EK0314
 EK0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EK0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0188 ***********************************************************************
 FK0188  DESIGNATION -  S 169
 FK0188  PID         -  FK0188
 FK0188  STATE/COUNTY-  OK/CUSTER
 FK0188  COUNTRY     -  US
 FK0188  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0188
 FK0188                         *CURRENT SURVEY CONTROL
 FK0188  ______________________________________________________________________
 FK0188* NAD 83(1986) POSITION- 35 31 57.     (N) 098 45 50.     (W)   SCALED
 FK0188* NAVD 88 ORTHO HEIGHT -   525.196 (meters)     1723.08  (feet) ADJUSTED
 FK0188  ______________________________________________________________________
 FK0188  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 FK0188  DYNAMIC HEIGHT  -        524.673 (meters)     1721.36  (feet) COMP
 FK0188  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 FK0188
 FK0188  VERT ORDER      -  FIRST     CLASS II
 FK0188
 FK0188.The horizontal coordinates were scaled from a map and have
 FK0188.an estimated accuracy of +/- 6 seconds.
 FK0188
 FK0188.The orthometric height was determined by differential leveling and
 FK0188.adjusted by the NATIONAL GEODETIC SURVEY
 FK0188.in June 1991.
 FK0188
 FK0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0188.GEOID18 height accuracy estimate available here.
 FK0188
 FK0188.Click photographs - Photos may exist for this station.
 FK0188
 FK0188.The dynamic height is computed by dividing the NAVD 88
 FK0188.geopotential number by the normal gravity value computed on the
 FK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0188.degrees latitude (g = 980.6199 gals.).
 FK0188
 FK0188.The modeled gravity was interpolated from observed gravity values.
 FK0188
 FK0188;                    North         East    Units  Estimated Accuracy
 FK0188;SPC OK N     -    59,360.      530,720.      MT  (+/- 180 meters Scaled)
 FK0188
 FK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE214321(NAD 83)
 FK0188
 FK0188                          SUPERSEDED SURVEY CONTROL
 FK0188
 FK0188  NGVD 29 (??/??/92)  524.986  (m)         1722.39   (f) ADJ UNCH    1 2
 FK0188
 FK0188.Superseded values are not recommended for survey control.
 FK0188
 FK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0188.See file dsdata.pdf to determine how the superseded data were derived.
 FK0188
 FK0188_MARKER: DB = BENCH MARK DISK
 FK0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0188_STAMPING: S 169 1953
 FK0188_MARK LOGO: CGS
 FK0188_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0188+STABILITY: SURFACE MOTION
 FK0188
 FK0188  HISTORY     - Date     Condition        Report By
 FK0188  HISTORY     - 1953     MONUMENTED       CGS
 FK0188
 FK0188                          STATION DESCRIPTION
 FK0188
 FK0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0188'3.4 MI W FROM WEATHERFORD.
 FK0188'3.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0188'FROM THE STATION AT WEATHERFORD, 9 RAILS WEST OF MILEPOST 566,
 FK0188'83 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD
 FK0188'CROSSING, 45.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET
 FK0188'NORTHWEST OF A FENCE, 3.3 FEET NORTHEAST OF A WITNESS POST,
 FK0188'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 FK0188'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0393 ***********************************************************************
 GG0393  DESIGNATION -  S 17
 GG0393  PID         -  GG0393
 GG0393  STATE/COUNTY-  OK/ROGERS
 GG0393  COUNTRY     -  US
 GG0393  USGS QUAD   -  SAGEEYAH (2018)
 GG0393
 GG0393                         *CURRENT SURVEY CONTROL
 GG0393  ______________________________________________________________________
 GG0393* NAD 83(1986) POSITION- 36 22 15.     (N) 095 39 08.     (W)   SCALED
 GG0393* NAVD 88 ORTHO HEIGHT -   197.392 (meters)      647.61  (feet) ADJUSTED
 GG0393  ______________________________________________________________________
 GG0393  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 GG0393  DYNAMIC HEIGHT  -        197.223 (meters)      647.06  (feet) COMP
 GG0393  MODELED GRAVITY -    979,775.8   (mgal)                       NAVD 88
 GG0393
 GG0393  VERT ORDER      -  FIRST     CLASS II
 GG0393
 GG0393.The horizontal coordinates were scaled from a map and have
 GG0393.an estimated accuracy of +/- 6 seconds.
 GG0393
 GG0393.The orthometric height was determined by differential leveling and
 GG0393.adjusted by the NATIONAL GEODETIC SURVEY
 GG0393.in June 1991.
 GG0393
 GG0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0393.GEOID18 height accuracy estimate available here.
 GG0393
 GG0393.Click photographs - Photos may exist for this station.
 GG0393
 GG0393.The dynamic height is computed by dividing the NAVD 88
 GG0393.geopotential number by the normal gravity value computed on the
 GG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0393.degrees latitude (g = 980.6199 gals.).
 GG0393
 GG0393.The modeled gravity was interpolated from observed gravity values.
 GG0393
 GG0393;                    North         East    Units  Estimated Accuracy
 GG0393;SPC OK N     -   154,650.      810,660.      MT  (+/- 180 meters Scaled)
 GG0393
 GG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA620283(NAD 83)
 GG0393
 GG0393                          SUPERSEDED SURVEY CONTROL
 GG0393
 GG0393  NGVD 29 (??/??/92)  197.274  (m)          647.22   (f) ADJ UNCH    1 2
 GG0393
 GG0393.Superseded values are not recommended for survey control.
 GG0393
 GG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0393.See file dsdata.pdf to determine how the superseded data were derived.
 GG0393
 GG0393_MARKER: DB = BENCH MARK DISK
 GG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0393_STAMPING: S 17 1933
 GG0393_MARK LOGO: CGS
 GG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0393+STABILITY: SURFACE MOTION
 GG0393
 GG0393  HISTORY     - Date     Condition        Report By
 GG0393  HISTORY     - 1933     MONUMENTED       CGS
 GG0393  HISTORY     - 1960     GOOD             CGS
 GG0393  HISTORY     - 1962     GOOD             CGS
 GG0393
 GG0393                          STATION DESCRIPTION
 GG0393
 GG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0393'5.4 MI N FROM CLAREMORE.
 GG0393'5.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 GG0393'STATION AT CLAREMORE, ROGERS COUNTY, AT SAGEEYAH, ABOUT 5 FEET
 GG0393'SOUTHWEST OF MILEPOST 615, ABOUT 45 FEET EAST OF THE CENTER
 GG0393'LINE OF STATE HWY. 88, 29 FEET WEST OF THE WEST RAIL OF THE
 GG0393'MAIN TRACK, AND 13 FEET SOUTH OF A CISTERN.  A STANDARD DISK,
 GG0393'STAMPED S 17 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GG0393'6 INCHES ABOVE GROUND.  NOTE-- 5 FEET SOUTH OF THE FIRST POLE
 GG0393'NORTHWEST OF MILEPOST 615.
 GG0393
 GG0393                          STATION RECOVERY (1962)
 GG0393
 GG0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GG0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0540 ***********************************************************************
 FJ0540  DESIGNATION -  S 170
 FJ0540  PID         -  FJ0540
 FJ0540  STATE/COUNTY-  OK/CANADIAN
 FJ0540  COUNTRY     -  US
 FJ0540  USGS QUAD   -  EL RENO (2018)
 FJ0540
 FJ0540                         *CURRENT SURVEY CONTROL
 FJ0540  ______________________________________________________________________
 FJ0540* NAD 83(1986) POSITION- 35 32 19.     (N) 097 57 49.     (W)   SCALED
 FJ0540* NAVD 88 ORTHO HEIGHT -   408.510 (meters)     1340.25  (feet) ADJUSTED
 FJ0540  ______________________________________________________________________
 FJ0540  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 FJ0540  DYNAMIC HEIGHT  -        408.112 (meters)     1338.95  (feet) COMP
 FJ0540  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 FJ0540
 FJ0540  VERT ORDER      -  FIRST     CLASS II
 FJ0540
 FJ0540.The horizontal coordinates were scaled from a map and have
 FJ0540.an estimated accuracy of +/- 6 seconds.
 FJ0540
 FJ0540.The orthometric height was determined by differential leveling and
 FJ0540.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0540.in June 1991.
 FJ0540
 FJ0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0540.GEOID18 height accuracy estimate available here.
 FJ0540
 FJ0540.Click photographs - Photos may exist for this station.
 FJ0540
 FJ0540.The dynamic height is computed by dividing the NAVD 88
 FJ0540.geopotential number by the normal gravity value computed on the
 FJ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0540.degrees latitude (g = 980.6199 gals.).
 FJ0540
 FJ0540.The modeled gravity was interpolated from observed gravity values.
 FJ0540
 FJ0540;                    North         East    Units  Estimated Accuracy
 FJ0540;SPC OK N     -    59,760.      603,300.      MT  (+/- 180 meters Scaled)
 FJ0540
 FJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE939332(NAD 83)
 FJ0540
 FJ0540                          SUPERSEDED SURVEY CONTROL
 FJ0540
 FJ0540  NGVD 29 (??/??/92)  408.337  (m)         1339.69   (f) ADJ UNCH    1 2
 FJ0540
 FJ0540.Superseded values are not recommended for survey control.
 FJ0540
 FJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0540.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0540
 FJ0540_MARKER: DB = BENCH MARK DISK
 FJ0540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0540_SP_SET: ABUTMENT
 FJ0540_STAMPING: S 170 1953
 FJ0540_MARK LOGO: CGS
 FJ0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0540
 FJ0540  HISTORY     - Date     Condition        Report By
 FJ0540  HISTORY     - 1953     MONUMENTED       CGS
 FJ0540  HISTORY     - 1955     GOOD             CGS
 FJ0540  HISTORY     - 1984     GOOD             NGS
 FJ0540  HISTORY     - 1988     GOOD             USPSQD
 FJ0540  HISTORY     - 1989     GOOD             USPSQD
 FJ0540  HISTORY     - 1990     GOOD             USPSQD
 FJ0540  HISTORY     - 20040716 MARK NOT FOUND   USPSQD
 FJ0540
 FJ0540                          STATION DESCRIPTION
 FJ0540
 FJ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0540'0.5 MI NW FROM EL RENO.
 FJ0540'0.5 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0540'RAILROAD FROM THE STATION AT EL RENO, 12.2 FEET SOUTHWEST OF THE
 FJ0540'SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 FJ0540'SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 4919.
 FJ0540
 FJ0540                          STATION RECOVERY (1955)
 FJ0540
 FJ0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FJ0540'RECOVERED IN GOOD CONDITION.
 FJ0540
 FJ0540                          STATION RECOVERY (1984)
 FJ0540
 FJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0540'RECOVERED IN GOOD CONDITION.  NOTE, THE CHICAGO, ROCK ISLAND AND
 FJ0540'PACIFIC RAILROAD STATION IS NOW OWNED AND OCCUPIED BY THE CANADIAN
 FJ0540'COUNTY HISTORICAL SOCIETY.  ALSO, THE DISK IS ABOUT 0.46 METERS
 FJ0540'(1.5 FT) BELOW THE TRACKS.
 FJ0540
 FJ0540                          STATION RECOVERY (1988)
 FJ0540
 FJ0540'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0540'RECOVERED IN GOOD CONDITION.
 FJ0540
 FJ0540                          STATION RECOVERY (1989)
 FJ0540
 FJ0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0540'RECOVERED IN GOOD CONDITION.
 FJ0540
 FJ0540                          STATION RECOVERY (1990)
 FJ0540
 FJ0540'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0540'RECOVERED IN GOOD CONDITION.
 FJ0540
 FJ0540                          STATION RECOVERY (2004)
 FJ0540
 FJ0540'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0540'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0016 ***********************************************************************
 FK0016  DESIGNATION -  S 171
 FK0016  PID         -  FK0016
 FK0016  STATE/COUNTY-  OK/CANADIAN
 FK0016  COUNTRY     -  US
 FK0016  USGS QUAD   -  PORCUPINE BUTTE (2018)
 FK0016
 FK0016                         *CURRENT SURVEY CONTROL
 FK0016  ______________________________________________________________________
 FK0016* NAD 83(1986) POSITION- 35 38 02.     (N) 098 14 56.     (W)   SCALED
 FK0016* NAVD 88 ORTHO HEIGHT -   441.676 (meters)     1449.07  (feet) ADJUSTED
 FK0016  ______________________________________________________________________
 FK0016  GEOID HEIGHT    -        -26.993 (meters)                     GEOID18
 FK0016  DYNAMIC HEIGHT  -        441.247 (meters)     1447.66  (feet) COMP
 FK0016  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 FK0016
 FK0016  VERT ORDER      -  FIRST     CLASS II
 FK0016
 FK0016.The horizontal coordinates were scaled from a map and have
 FK0016.an estimated accuracy of +/- 6 seconds.
 FK0016
 FK0016.The orthometric height was determined by differential leveling and
 FK0016.adjusted by the NATIONAL GEODETIC SURVEY
 FK0016.in June 1991.
 FK0016
 FK0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0016.GEOID18 height accuracy estimate available here.
 FK0016
 FK0016.Click photographs - Photos may exist for this station.
 FK0016
 FK0016.The dynamic height is computed by dividing the NAVD 88
 FK0016.geopotential number by the normal gravity value computed on the
 FK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0016.degrees latitude (g = 980.6199 gals.).
 FK0016
 FK0016.The modeled gravity was interpolated from observed gravity values.
 FK0016
 FK0016;                    North         East    Units  Estimated Accuracy
 FK0016;SPC OK N     -    70,360.      577,460.      MT  (+/- 180 meters Scaled)
 FK0016
 FK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE680436(NAD 83)
 FK0016
 FK0016                          SUPERSEDED SURVEY CONTROL
 FK0016
 FK0016  NGVD 29 (??/??/92)  441.488  (m)         1448.45   (f) ADJ UNCH    1 2
 FK0016
 FK0016.Superseded values are not recommended for survey control.
 FK0016
 FK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0016.See file dsdata.pdf to determine how the superseded data were derived.
 FK0016
 FK0016_MARKER: DB = BENCH MARK DISK
 FK0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0016_STAMPING: S 171 1953
 FK0016_MARK LOGO: CGS
 FK0016_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0016+STABILITY: SURFACE MOTION
 FK0016
 FK0016  HISTORY     - Date     Condition        Report By
 FK0016  HISTORY     - 1953     MONUMENTED       CGS
 FK0016
 FK0016                          STATION DESCRIPTION
 FK0016
 FK0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0016'4.1 MI E FROM GEARY.
 FK0016'4.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0016'RAILROAD FROM THE STATION AT GEARY, 0.5 MILE WEST OF A GRAVELED
 FK0016'ROAD CROSSING, 44.4 FEET NORTH OF THE NORTH RAIL, 2.6 FEET
 FK0016'SOUTH OF A FENCE, 3.2 FEET EAST OF A WITNESS POST, SET IN THE
 FK0016'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0157 ***********************************************************************
 FK0157  DESIGNATION -  S 172
 FK0157  PID         -  FK0157
 FK0157  STATE/COUNTY-  OK/CADDO
 FK0157  COUNTRY     -  US
 FK0157  USGS QUAD   -  BRIDGEPORT (2018)
 FK0157
 FK0157                         *CURRENT SURVEY CONTROL
 FK0157  ______________________________________________________________________
 FK0157* NAD 83(1986) POSITION- 35 32 54.     (N) 098 28 59.     (W)   SCALED
 FK0157* NAVD 88 ORTHO HEIGHT -   439.369 (meters)     1441.50  (feet) ADJUSTED
 FK0157  ______________________________________________________________________
 FK0157  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 FK0157  DYNAMIC HEIGHT  -        438.932 (meters)     1440.06  (feet) COMP
 FK0157  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 FK0157
 FK0157  VERT ORDER      -  FIRST     CLASS II
 FK0157
 FK0157.The horizontal coordinates were scaled from a map and have
 FK0157.an estimated accuracy of +/- 6 seconds.
 FK0157
 FK0157.The orthometric height was determined by differential leveling and
 FK0157.adjusted by the NATIONAL GEODETIC SURVEY
 FK0157.in June 1991.
 FK0157
 FK0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0157.GEOID18 height accuracy estimate available here.
 FK0157
 FK0157.Click photographs - Photos may exist for this station.
 FK0157
 FK0157.The dynamic height is computed by dividing the NAVD 88
 FK0157.geopotential number by the normal gravity value computed on the
 FK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0157.degrees latitude (g = 980.6199 gals.).
 FK0157
 FK0157.The modeled gravity was interpolated from observed gravity values.
 FK0157
 FK0157;                    North         East    Units  Estimated Accuracy
 FK0157;SPC OK S     -   245,820.      556,200.      MT  (+/- 180 meters Scaled)
 FK0157
 FK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE468339(NAD 83)
 FK0157
 FK0157                          SUPERSEDED SURVEY CONTROL
 FK0157
 FK0157  NGVD 29 (??/??/92)  439.175  (m)         1440.86   (f) ADJ UNCH    1 2
 FK0157
 FK0157.Superseded values are not recommended for survey control.
 FK0157
 FK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0157.See file dsdata.pdf to determine how the superseded data were derived.
 FK0157
 FK0157_MARKER: DB = BENCH MARK DISK
 FK0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0157_STAMPING: S 172 1953
 FK0157_MARK LOGO: CGS
 FK0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0157+STABILITY: SURFACE MOTION
 FK0157
 FK0157  HISTORY     - Date     Condition        Report By
 FK0157  HISTORY     - 1953     MONUMENTED       CGS
 FK0157
 FK0157                          STATION DESCRIPTION
 FK0157
 FK0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0157'5.8 MI E FROM HYDRO.
 FK0157'5.85 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0157'RAILROAD FROM THE STATION AT HYDRO, 0.5 MILE WEST OF BENCH
 FK0157'MARK R 172, 10 FEET NORTHWEST OF THE 3RD POLE EAST OF MILEPOST
 FK0157'549, 42.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST
 FK0157'OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, 6 FEET ABOVE
 FK0157'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0157'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0324 ***********************************************************************
 FK0324  DESIGNATION -  S 174
 FK0324  PID         -  FK0324
 FK0324  STATE/COUNTY-  OK/WASHITA
 FK0324  COUNTRY     -  US
 FK0324  USGS QUAD   -  CANUTE (2018)
 FK0324
 FK0324                         *CURRENT SURVEY CONTROL
 FK0324  ______________________________________________________________________
 FK0324* NAD 83(1986) POSITION- 35 24 29.     (N) 099 18 37.     (W)   SCALED
 FK0324* NAVD 88 ORTHO HEIGHT -   601.353 (meters)     1972.94  (feet) ADJUSTED
 FK0324  ______________________________________________________________________
 FK0324  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 FK0324  DYNAMIC HEIGHT  -        600.729 (meters)     1970.89  (feet) COMP
 FK0324  MODELED GRAVITY -    979,577.1   (mgal)                       NAVD 88
 FK0324
 FK0324  VERT ORDER      -  FIRST     CLASS II
 FK0324
 FK0324.The horizontal coordinates were scaled from a map and have
 FK0324.an estimated accuracy of +/- 6 seconds.
 FK0324
 FK0324.The orthometric height was determined by differential leveling and
 FK0324.adjusted by the NATIONAL GEODETIC SURVEY
 FK0324.in June 1991.
 FK0324
 FK0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0324.GEOID18 height accuracy estimate available here.
 FK0324
 FK0324.Click photographs - Photos may exist for this station.
 FK0324
 FK0324.The dynamic height is computed by dividing the NAVD 88
 FK0324.geopotential number by the normal gravity value computed on the
 FK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0324.degrees latitude (g = 980.6199 gals.).
 FK0324
 FK0324.The modeled gravity was interpolated from observed gravity values.
 FK0324
 FK0324;                    North         East    Units  Estimated Accuracy
 FK0324;SPC OK S     -   230,920.      480,980.      MT  (+/- 180 meters Scaled)
 FK0324
 FK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME718183(NAD 83)
 FK0324
 FK0324                          SUPERSEDED SURVEY CONTROL
 FK0324
 FK0324  NGVD 29 (??/??/92)  601.102  (m)         1972.12   (f) ADJ UNCH    1 2
 FK0324
 FK0324.Superseded values are not recommended for survey control.
 FK0324
 FK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0324.See file dsdata.pdf to determine how the superseded data were derived.
 FK0324
 FK0324_MARKER: DB = BENCH MARK DISK
 FK0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0324_STAMPING: S 174 1953
 FK0324_MARK LOGO: CGS
 FK0324_PROJECTION: PROJECTING 30 CENTIMETERS
 FK0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0324+STABILITY: SURFACE MOTION
 FK0324
 FK0324  HISTORY     - Date     Condition        Report By
 FK0324  HISTORY     - 1953     MONUMENTED       CGS
 FK0324  HISTORY     - 1961     POOR             USGS
 FK0324
 FK0324                          STATION DESCRIPTION
 FK0324
 FK0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0324'1.7 MI SW FROM CANUTE.
 FK0324'1.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0324'RAILROAD FROM THE STATION AT CANUTE, 43 FEET SOUTHEAST OF THE
 FK0324'CENTER OF A GRAVELED ROAD CROSSING, 27.4 FEET SOUTH OF THE SOUTH
 FK0324'RAIL, 38 FEET EAST OF THE CENTER LINE OF A ROAD, 3 FEET EAST OF
 FK0324'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0324'1.0 FOOT ABOVE THE GROUND.
 FK0324
 FK0324                          STATION RECOVERY (1961)
 FK0324
 FK0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FK0324'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0402 ***********************************************************************
 FK0402  DESIGNATION -  S 175
 FK0402  PID         -  FK0402
 FK0402  STATE/COUNTY-  OK/BECKHAM
 FK0402  COUNTRY     -  US
 FK0402  USGS QUAD   -  DOXEY (2018)
 FK0402
 FK0402                         *CURRENT SURVEY CONTROL
 FK0402  ______________________________________________________________________
 FK0402* NAD 83(1986) POSITION- 35 19 05.     (N) 099 35 28.     (W)   SCALED
 FK0402* NAVD 88 ORTHO HEIGHT -   579.081 (meters)     1899.87  (feet) ADJUSTED
 FK0402  ______________________________________________________________________
 FK0402  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 FK0402  DYNAMIC HEIGHT  -        578.478 (meters)     1897.89  (feet) COMP
 FK0402  MODELED GRAVITY -    979,574.3   (mgal)                       NAVD 88
 FK0402
 FK0402  VERT ORDER      -  FIRST     CLASS II
 FK0402
 FK0402.The horizontal coordinates were scaled from a map and have
 FK0402.an estimated accuracy of +/- 6 seconds.
 FK0402
 FK0402.The orthometric height was determined by differential leveling and
 FK0402.adjusted by the NATIONAL GEODETIC SURVEY
 FK0402.in June 1991.
 FK0402
 FK0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0402.GEOID18 height accuracy estimate available here.
 FK0402
 FK0402.Click photographs - Photos may exist for this station.
 FK0402
 FK0402.The dynamic height is computed by dividing the NAVD 88
 FK0402.geopotential number by the normal gravity value computed on the
 FK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0402.degrees latitude (g = 980.6199 gals.).
 FK0402
 FK0402.The modeled gravity was interpolated from observed gravity values.
 FK0402
 FK0402;                    North         East    Units  Estimated Accuracy
 FK0402;SPC OK S     -   221,300.      455,320.      MT  (+/- 180 meters Scaled)
 FK0402
 FK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME462084(NAD 83)
 FK0402
 FK0402                          SUPERSEDED SURVEY CONTROL
 FK0402
 FK0402  NGVD 29 (??/??/92)  578.841  (m)         1899.08   (f) ADJ UNCH    1 2
 FK0402
 FK0402.Superseded values are not recommended for survey control.
 FK0402
 FK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0402.See file dsdata.pdf to determine how the superseded data were derived.
 FK0402
 FK0402_MARKER: DB = BENCH MARK DISK
 FK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0402_STAMPING: S 175 1953
 FK0402_MARK LOGO: CGS
 FK0402_PROJECTION: PROJECTING
 FK0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0402+STABILITY: SURFACE MOTION
 FK0402
 FK0402  HISTORY     - Date     Condition        Report By
 FK0402  HISTORY     - 1953     MONUMENTED       CGS
 FK0402
 FK0402                          STATION DESCRIPTION
 FK0402
 FK0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0402'3.4 MI NE FROM SAYRE.
 FK0402'3.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0402'RAILROAD FROM THE STATION AT SAYRE, 79 FEET SOUTHEAST OF MILEPOST
 FK0402'623, 0.1 MILE NORTHEAST OF A GRAVELED ROAD CROSSING, 37 FEET
 FK0402'SOUTHEAST OF THE SOUTHEAST RAIL, AT THE CENTER OF A CUT, 37 FEET
 FK0402'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 12 FEET SOUTHWEST
 FK0402'OF A POWER POLE, 2.8 FEET NORTHEAST OF A WITNESS POST, 8 FEET
 FK0402'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 FK0402'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0419 ***********************************************************************
 FK0419  DESIGNATION -  S 176
 FK0419  PID         -  FK0419
 FK0419  STATE/COUNTY-  OK/BECKHAM
 FK0419  COUNTRY     -  US
 FK0419  USGS QUAD   -  ERICK (2018)
 FK0419
 FK0419                         *CURRENT SURVEY CONTROL
 FK0419  ______________________________________________________________________
 FK0419* NAD 83(1986) POSITION- 35 14 29.     (N) 099 46 29.     (W)   SCALED
 FK0419* NAVD 88 ORTHO HEIGHT -   597.055 (meters)     1958.84  (feet) ADJUSTED
 FK0419  ______________________________________________________________________
 FK0419  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 FK0419  DYNAMIC HEIGHT  -        596.444 (meters)     1956.83  (feet) COMP
 FK0419  MODELED GRAVITY -    979,591.4   (mgal)                       NAVD 88
 FK0419
 FK0419  VERT ORDER      -  FIRST     CLASS II
 FK0419
 FK0419.The horizontal coordinates were scaled from a map and have
 FK0419.an estimated accuracy of +/- 6 seconds.
 FK0419
 FK0419.The orthometric height was determined by differential leveling and
 FK0419.adjusted by the NATIONAL GEODETIC SURVEY
 FK0419.in June 1991.
 FK0419
 FK0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0419.GEOID18 height accuracy estimate available here.
 FK0419
 FK0419.Click photographs - Photos may exist for this station.
 FK0419
 FK0419.The dynamic height is computed by dividing the NAVD 88
 FK0419.geopotential number by the normal gravity value computed on the
 FK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0419.degrees latitude (g = 980.6199 gals.).
 FK0419
 FK0419.The modeled gravity was interpolated from observed gravity values.
 FK0419
 FK0419;                    North         East    Units  Estimated Accuracy
 FK0419;SPC OK S     -   213,080.      438,470.      MT  (+/- 180 meters Scaled)
 FK0419
 FK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME295000(NAD 83)
 FK0419
 FK0419                          SUPERSEDED SURVEY CONTROL
 FK0419
 FK0419  NGVD 29 (??/??/92)  596.829  (m)         1958.10   (f) ADJ UNCH    1 2
 FK0419
 FK0419.Superseded values are not recommended for survey control.
 FK0419
 FK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0419.See file dsdata.pdf to determine how the superseded data were derived.
 FK0419
 FK0419_MARKER: DB = BENCH MARK DISK
 FK0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0419_STAMPING: S 176 1953
 FK0419_MARK LOGO: CGS
 FK0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0419+STABILITY: SURFACE MOTION
 FK0419
 FK0419  HISTORY     - Date     Condition        Report By
 FK0419  HISTORY     - 1953     MONUMENTED       CGS
 FK0419  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0419
 FK0419                          STATION DESCRIPTION
 FK0419
 FK0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0419'5.4 MI NE FROM ERICK.
 FK0419'5.45 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0419'RAILROAD FROM THE STATION AT ERICK, 0.3 MILE SOUTHWEST OF A
 FK0419'DIRT ROAD CROSSING, 43.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FK0419'44.7 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 66,
 FK0419'2.5 FEET SOUTHWEST OF A WITNESS POST, 9 FEET ABOVE THE TOP
 FK0419'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PRJECTS
 FK0419'0.6 FOOT ABOVE THE GROUND.
 FK0419
 FK0419                          STATION RECOVERY (1987)
 FK0419
 FK0419'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0005 ***********************************************************************
 FJ0005  DESIGNATION -  S 18
 FJ0005  PID         -  FJ0005
 FJ0005  STATE/COUNTY-  OK/CREEK
 FJ0005  COUNTRY     -  US
 FJ0005  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ0005
 FJ0005                         *CURRENT SURVEY CONTROL
 FJ0005  ______________________________________________________________________
 FJ0005* NAD 83(1986) POSITION- 35 52 43.98   (N) 096 03 44.03   (W)   HD_HELD1
 FJ0005* NAVD 88 ORTHO HEIGHT -   223.300 (meters)      732.61  (feet) ADJUSTED
 FJ0005  ______________________________________________________________________
 FJ0005  GEOID HEIGHT    -        -28.826 (meters)                     GEOID18
 FJ0005  DYNAMIC HEIGHT  -        223.100 (meters)      731.95  (feet) COMP
 FJ0005  MODELED GRAVITY -    979,731.3   (mgal)                       NAVD 88
 FJ0005
 FJ0005  VERT ORDER      -  FIRST     CLASS II
 FJ0005
 FJ0005.The horizontal coordinates were determined by differentially corrected
 FJ0005.hand held GPS observations or other comparable positioning techniques
 FJ0005.and have an estimated accuracy of +/- 3 meters.
 FJ0005
 FJ0005.The orthometric height was determined by differential leveling and
 FJ0005.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0005.in August 1994.
 FJ0005
 FJ0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0005.GEOID18 height accuracy estimate available here.
 FJ0005
 FJ0005.Click photographs - Photos may exist for this station.
 FJ0005
 FJ0005.The dynamic height is computed by dividing the NAVD 88
 FJ0005.geopotential number by the normal gravity value computed on the
 FJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0005.degrees latitude (g = 980.6199 gals.).
 FJ0005
 FJ0005.The modeled gravity was interpolated from observed gravity values.
 FJ0005
 FJ0005;                    North         East    Units  Estimated Accuracy
 FJ0005;SPC OK N     -    99,260.5     774,964.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0005
 FJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6521574501(NAD 83)
 FJ0005
 FJ0005                          SUPERSEDED SURVEY CONTROL
 FJ0005
 FJ0005  NAVD 88 (06/15/91)  223.348  (m)          732.77   (f) SUPERSEDED  1 2
 FJ0005  NGVD 29 (??/??/92)  223.236  (m)          732.40   (f) ADJ UNCH    1 2
 FJ0005
 FJ0005.Superseded values are not recommended for survey control.
 FJ0005
 FJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0005.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0005
 FJ0005_MARKER: DB = BENCH MARK DISK
 FJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0005_STAMPING: S 18 1933
 FJ0005_MARK LOGO: CGS
 FJ0005_PROJECTION: RECESSED 9 CENTIMETERS
 FJ0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0005+STABILITY: SURFACE MOTION
 FJ0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0005+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1994
 FJ0005
 FJ0005  HISTORY     - Date     Condition        Report By
 FJ0005  HISTORY     - 1933     MONUMENTED       CGS
 FJ0005  HISTORY     - 1971     GOOD             NGS
 FJ0005  HISTORY     - 19940331 GOOD             NGS
 FJ0005
 FJ0005                          STATION DESCRIPTION
 FJ0005
 FJ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0005'AT MOUNDS.
 FJ0005'AT MOUNDS, 67 YARDS NORTH OF THE FRISCO STATION IN MOUNDS, ON THE
 FJ0005'RAILROAD RIGHT OF WAY, 57 YARDS NORTH OF MILE POST NO. 446-25,
 FJ0005'29.8 FT. EAST OF EAST RAIL ON MAIN TRACK, 56 FT. NORTH OF NORTH
 FJ0005'END OF STATION PLATFORM, 44.0 FT. EAST OF EAST RAIL ON PASSING
 FJ0005'TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0005
 FJ0005                          STATION RECOVERY (1971)
 FJ0005
 FJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FJ0005'RECOVERED IN GOOD CONDITION.
 FJ0005
 FJ0005                          STATION RECOVERY (1994)
 FJ0005
 FJ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0005'0.2 KM (0.10 MI) WESTERLY ALONG FOURTEENTH STREET FROM THE MUNICIPAL
 FJ0005'BUILDING IN MOUNDS, THENCE 0.15 KM (0.10 MI) NORTH-NORTHEAST ALONG
 FJ0005'THE BURLINGTON NORTHERN RAILROAD, 16.2 M (53.1 FT) NORTH OF THE
 FJ0005'NORTHWEST CORNER OF A FENCE ENCLOSING THE CITY PARK, 9.8 M (32.2 FT)
 FJ0005'NORTHEAST OF A UTILITY POLE, 4.1 M (13.5 FT) EAST-SOUTHEAST OF THE
 FJ0005'NEAR RAIL, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M
 FJ0005'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.03 M
 FJ0005'(0.10 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0517 ***********************************************************************
 GH0517  DESIGNATION -  S 180
 GH0517  PID         -  GH0517
 GH0517  STATE/COUNTY-  OK/GRANT
 GH0517  COUNTRY     -  US
 GH0517  USGS QUAD   -  WAKITA SW (2018)
 GH0517
 GH0517                         *CURRENT SURVEY CONTROL
 GH0517  ______________________________________________________________________
 GH0517* NAD 83(1986) POSITION- 36 52 28.     (N) 097 53 35.     (W)   SCALED
 GH0517* NAVD 88 ORTHO HEIGHT -   340.566 (meters)     1117.34  (feet) ADJUSTED
 GH0517  ______________________________________________________________________
 GH0517  GEOID HEIGHT    -        -28.037 (meters)                     GEOID18
 GH0517  DYNAMIC HEIGHT  -        340.283 (meters)     1116.41  (feet) COMP
 GH0517  MODELED GRAVITY -    979,792.7   (mgal)                       NAVD 88
 GH0517
 GH0517  VERT ORDER      -  FIRST     CLASS II
 GH0517
 GH0517.The horizontal coordinates were scaled from a map and have
 GH0517.an estimated accuracy of +/- 6 seconds.
 GH0517
 GH0517.The orthometric height was determined by differential leveling and
 GH0517.adjusted by the NATIONAL GEODETIC SURVEY
 GH0517.in June 1991.
 GH0517
 GH0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0517.GEOID18 height accuracy estimate available here.
 GH0517
 GH0517.Click photographs - Photos may exist for this station.
 GH0517
 GH0517.The dynamic height is computed by dividing the NAVD 88
 GH0517.geopotential number by the normal gravity value computed on the
 GH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0517.degrees latitude (g = 980.6199 gals.).
 GH0517
 GH0517.The modeled gravity was interpolated from observed gravity values.
 GH0517
 GH0517;                    North         East    Units  Estimated Accuracy
 GH0517;SPC OK N     -   207,990.      609,540.      MT  (+/- 180 meters Scaled)
 GH0517
 GH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF986815(NAD 83)
 GH0517
 GH0517                          SUPERSEDED SURVEY CONTROL
 GH0517
 GH0517  NGVD 29 (??/??/92)  340.454  (m)         1116.97   (f) ADJ UNCH    1 2
 GH0517
 GH0517.Superseded values are not recommended for survey control.
 GH0517
 GH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0517.See file dsdata.pdf to determine how the superseded data were derived.
 GH0517
 GH0517_MARKER: DB = BENCH MARK DISK
 GH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0517_STAMPING: S 180 1953
 GH0517_MARK LOGO: CGS
 GH0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0517+STABILITY: SURFACE MOTION
 GH0517
 GH0517  HISTORY     - Date     Condition        Report By
 GH0517  HISTORY     - 1953     MONUMENTED       CGS
 GH0517  HISTORY     - 1985     GOOD             NGS
 GH0517
 GH0517                          STATION DESCRIPTION
 GH0517
 GH0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0517'1.7 MI SE FROM WAKITA.
 GH0517'1.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0517'RAILROAD FROM THE STATION AT WAKITA, AT A ROAD CROSSING, 58 FEET
 GH0517'WEST OF THE CENTER LINE OF A ROAD, 46 FEET SOUTHWEST OF THE
 GH0517'SOUTHWEST RAIL, 13 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 GH0517'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST,
 GH0517'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GH0517'THE GROUND.
 GH0517
 GH0517                          STATION RECOVERY (1985)
 GH0517
 GH0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0488 ***********************************************************************
 GH0488  DESIGNATION -  S 181
 GH0488  PID         -  GH0488
 GH0488  STATE/COUNTY-  OK/GRANT
 GH0488  COUNTRY     -  US
 GH0488  USGS QUAD   -  POND CREEK (2018)
 GH0488
 GH0488                         *CURRENT SURVEY CONTROL
 GH0488  ______________________________________________________________________
 GH0488* NAD 83(1986) POSITION- 36 39 57.     (N) 097 48 12.     (W)   SCALED
 GH0488* NAVD 88 ORTHO HEIGHT -   319.632 (meters)     1048.66  (feet) ADJUSTED
 GH0488  ______________________________________________________________________
 GH0488  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 GH0488  DYNAMIC HEIGHT  -        319.362 (meters)     1047.77  (feet) COMP
 GH0488  MODELED GRAVITY -    979,778.5   (mgal)                       NAVD 88
 GH0488
 GH0488  VERT ORDER      -  FIRST     CLASS II
 GH0488
 GH0488.The horizontal coordinates were scaled from a map and have
 GH0488.an estimated accuracy of +/- 6 seconds.
 GH0488
 GH0488.The orthometric height was determined by differential leveling and
 GH0488.adjusted by the NATIONAL GEODETIC SURVEY
 GH0488.in June 1991.
 GH0488
 GH0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0488.GEOID18 height accuracy estimate available here.
 GH0488
 GH0488.Click photographs - Photos may exist for this station.
 GH0488
 GH0488.The dynamic height is computed by dividing the NAVD 88
 GH0488.geopotential number by the normal gravity value computed on the
 GH0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0488.degrees latitude (g = 980.6199 gals.).
 GH0488
 GH0488.The modeled gravity was interpolated from observed gravity values.
 GH0488
 GH0488;                    North         East    Units  Estimated Accuracy
 GH0488;SPC OK N     -   184,850.      617,580.      MT  (+/- 180 meters Scaled)
 GH0488
 GH0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF069584(NAD 83)
 GH0488
 GH0488                          SUPERSEDED SURVEY CONTROL
 GH0488
 GH0488  NGVD 29 (??/??/92)  319.544  (m)         1048.37   (f) SUPERSEDED  1 2
 GH0488  NGVD 29 (04/22/92)  319.482  (m)         1048.17   (f) ADJUSTED    1 2
 GH0488
 GH0488.Superseded values are not recommended for survey control.
 GH0488
 GH0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0488.See file dsdata.pdf to determine how the superseded data were derived.
 GH0488
 GH0488_MARKER: DB = BENCH MARK DISK
 GH0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0488_STAMPING: S 181 1953
 GH0488_MARK LOGO: CGS
 GH0488_PROJECTION: FLUSH
 GH0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0488+STABILITY: SURFACE MOTION
 GH0488
 GH0488  HISTORY     - Date     Condition        Report By
 GH0488  HISTORY     - 1953     MONUMENTED       CGS
 GH0488  HISTORY     - 1985     GOOD             NGS
 GH0488
 GH0488                          STATION DESCRIPTION
 GH0488
 GH0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0488'0.2 MI S FROM POND CREEK.
 GH0488'0.2 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0488'RAILROAD FROM THE STATION AT POND CREEK, 76 FEET NORTH OF THE
 GH0488'CENTER LINE OF AN EAST AND WEST STREET, 35 FEET WEST OF THE
 GH0488'WEST RAIL OF THE MAIN TRACK, 4.7 FEET SOUTH OF A TELEPHONE POLE,
 GH0488'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0488'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0488
 GH0488                          STATION RECOVERY (1985)
 GH0488
 GH0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0488'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PONDCREEK,
 GH0488'3 BLOCKS SOUTH-SOUTHWEST ALONG THE ROCK ISLAND AND PACIFIC RAILROAD
 GH0488'FROM THE CROSSING OF US HIGHWAY 60, AT A STREET CROSSING, 23.2 METERS
 GH0488'(76 FT) NORTH OF THE CENTER OF AN EAST-WEST STREET, 11.0 METERS (36
 GH0488'FT) WEST OF THE WEST RAIL AND 0.61 METER (2 FT) SOUTH OF A POWER POLE.
 GH0488'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0488'THE MARK IS 1.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0477 ***********************************************************************
 GH0477  DESIGNATION -  S 182
 GH0477  PID         -  GH0477
 GH0477  STATE/COUNTY-  OK/GARFIELD
 GH0477  COUNTRY     -  US
 GH0477  USGS QUAD   -  KREMLIN (2018)
 GH0477
 GH0477                         *CURRENT SURVEY CONTROL
 GH0477  ______________________________________________________________________
 GH0477* NAD 83(1986) POSITION- 36 31 16.     (N) 097 50 26.     (W)   SCALED
 GH0477* NAVD 88 ORTHO HEIGHT -   351.677 (meters)     1153.79  (feet) ADJUSTED
 GH0477  ______________________________________________________________________
 GH0477  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 GH0477  DYNAMIC HEIGHT  -        351.372 (meters)     1152.79  (feet) COMP
 GH0477  MODELED GRAVITY -    979,754.9   (mgal)                       NAVD 88
 GH0477
 GH0477  VERT ORDER      -  FIRST     CLASS II
 GH0477
 GH0477.The horizontal coordinates were scaled from a map and have
 GH0477.an estimated accuracy of +/- 6 seconds.
 GH0477
 GH0477.The orthometric height was determined by differential leveling and
 GH0477.adjusted by the NATIONAL GEODETIC SURVEY
 GH0477.in June 1991.
 GH0477
 GH0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0477.GEOID18 height accuracy estimate available here.
 GH0477
 GH0477.Click photographs - Photos may exist for this station.
 GH0477
 GH0477.The dynamic height is computed by dividing the NAVD 88
 GH0477.geopotential number by the normal gravity value computed on the
 GH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0477.degrees latitude (g = 980.6199 gals.).
 GH0477
 GH0477.The modeled gravity was interpolated from observed gravity values.
 GH0477
 GH0477;                    North         East    Units  Estimated Accuracy
 GH0477;SPC OK N     -   168,790.      614,280.      MT  (+/- 180 meters Scaled)
 GH0477
 GH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF038423(NAD 83)
 GH0477
 GH0477                          SUPERSEDED SURVEY CONTROL
 GH0477
 GH0477  NGVD 29 (??/??/92)  351.545  (m)         1153.36   (f) ADJ UNCH    1 2
 GH0477
 GH0477.Superseded values are not recommended for survey control.
 GH0477
 GH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0477.See file dsdata.pdf to determine how the superseded data were derived.
 GH0477
 GH0477_MARKER: DB = BENCH MARK DISK
 GH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0477_STAMPING: S 182 1953
 GH0477_MARK LOGO: CGS
 GH0477_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0477+STABILITY: SURFACE MOTION
 GH0477
 GH0477  HISTORY     - Date     Condition        Report By
 GH0477  HISTORY     - 1953     MONUMENTED       CGS
 GH0477  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0477
 GH0477                          STATION DESCRIPTION
 GH0477
 GH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0477'1.8 MI S FROM KREMLIN.
 GH0477'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0477'RAILROAD FROM THE STATION AT KREMLIN, AT A ROAD CROSSING, 46
 GH0477'FEET EAST OF THE EAST RAIL, 33 FEET SOUTH OF THE CENTER LINE
 GH0477'OF A ROAD, 6 FEET SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF
 GH0477'A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 GH0477'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0477
 GH0477                          STATION RECOVERY (1985)
 GH0477
 GH0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0477'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0380 ***********************************************************************
 GH0380  DESIGNATION -  S 183
 GH0380  PID         -  GH0380
 GH0380  STATE/COUNTY-  OK/KINGFISHER
 GH0380  COUNTRY     -  US
 GH0380  USGS QUAD   -  BISON (2018)
 GH0380
 GH0380                         *CURRENT SURVEY CONTROL
 GH0380  ______________________________________________________________________
 GH0380* NAD 83(1986) POSITION- 36 07 50.56   (N) 097 53 51.26   (W)   HD_HELD1
 GH0380* NAVD 88 ORTHO HEIGHT -   357.447 (meters)     1172.72  (feet) ADJUSTED
 GH0380  ______________________________________________________________________
 GH0380  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 GH0380  DYNAMIC HEIGHT  -        357.126 (meters)     1171.67  (feet) COMP
 GH0380  MODELED GRAVITY -    979,724.0   (mgal)                       NAVD 88
 GH0380
 GH0380  VERT ORDER      -  FIRST     CLASS II
 GH0380
 GH0380.The horizontal coordinates were determined by differentially corrected
 GH0380.hand held GPS observations or other comparable positioning techniques
 GH0380.and have an estimated accuracy of +/- 3 meters.
 GH0380
 GH0380.The orthometric height was determined by differential leveling and
 GH0380.adjusted by the NATIONAL GEODETIC SURVEY
 GH0380.in June 1991.
 GH0380
 GH0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0380.GEOID18 height accuracy estimate available here.
 GH0380
 GH0380.Click photographs - Photos may exist for this station.
 GH0380
 GH0380.The dynamic height is computed by dividing the NAVD 88
 GH0380.geopotential number by the normal gravity value computed on the
 GH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0380.degrees latitude (g = 980.6199 gals.).
 GH0380
 GH0380.The modeled gravity was interpolated from observed gravity values.
 GH0380
 GH0380;                    North         East    Units  Estimated Accuracy
 GH0380;SPC OK N     -   125,460.4     609,219.5     MT  (+/- 3 meters HH1 GPS) 
 GH0380
 GH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9919699009(NAD 83)
 GH0380
 GH0380                          SUPERSEDED SURVEY CONTROL
 GH0380
 GH0380  NGVD 29 (??/??/92)  357.284  (m)         1172.19   (f) SUPERSEDED  1 2
 GH0380  NGVD 29 (04/22/92)  357.273  (m)         1172.15   (f) ADJUSTED    1 2
 GH0380
 GH0380.Superseded values are not recommended for survey control.
 GH0380
 GH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0380.See file dsdata.pdf to determine how the superseded data were derived.
 GH0380
 GH0380_MARKER: DB = BENCH MARK DISK
 GH0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0380_STAMPING: S 183 1953
 GH0380_MARK LOGO: CGS
 GH0380_PROJECTION: PROJECTING 10 CENTIMETERS
 GH0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0380+STABILITY: SURFACE MOTION
 GH0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0380+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 GH0380
 GH0380  HISTORY     - Date     Condition        Report By
 GH0380  HISTORY     - 1953     MONUMENTED       CGS
 GH0380  HISTORY     - 1985     GOOD             NGS
 GH0380  HISTORY     - 20160726 GOOD             OKDOT
 GH0380
 GH0380                          STATION DESCRIPTION
 GH0380
 GH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0380'1.5 MI N FROM HENNESSEY.
 GH0380'1.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0380'RAILROAD FROM THE STATION AT HENNESSEY, 1 POLE SOUTH OF A ROAD
 GH0380'CROSSING, 1 POLE NORTH OF MILEPOST 360, 43 FEET EAST OF THE
 GH0380'EAST RAIL, 7.5 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF
 GH0380'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0380'0.5 FOOT ABOVE THE GROUND.
 GH0380
 GH0380                          STATION RECOVERY (1985)
 GH0380
 GH0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0380'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.88 KM (1.79
 GH0380'MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT HENNESSEY,
 GH0380'THENCE 0.70 KM (0.44 MI) WEST ALONG A GRAVEL SECTION LINE ROAD, IN THE
 GH0380'SOUTHEAST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND AND
 GH0380'PACIFIC RAILROAD, 53.3 METERS (175 FT) SOUTH OF THE CENTER OF THE
 GH0380'ROAD, 13.1 METERS (43 FT) EAST OF THE EAST RAIL OF THE TRACKS, 49.8
 GH0380'METERS (163.5 FT) NORTH-NORTHEAST OF RAILROAD MILEPOLE 360 AND 42.5
 GH0380'METERS (139.5 FT) SOUTH-SOUTHEAST OF A US TELECOM WARNING POST OK 01
 GH0380'1192.
 GH0380'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0380'THE MARK IS 0.5 M BELOW THE TRACKS.
 GH0380
 GH0380                          STATION RECOVERY (2016)
 GH0380
 GH0380'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (AJG)
 GH0380'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0581 ***********************************************************************
 FJ0581  DESIGNATION -  S 184
 FJ0581  PID         -  FJ0581
 FJ0581  STATE/COUNTY-  OK/KINGFISHER
 FJ0581  COUNTRY     -  US
 FJ0581  USGS QUAD   -  DOVER (2018)
 FJ0581
 FJ0581                         *CURRENT SURVEY CONTROL
 FJ0581  ______________________________________________________________________
 FJ0581* NAD 83(1986) POSITION- 35 54 47.     (N) 097 55 07.     (W)   SCALED
 FJ0581* NAVD 88 ORTHO HEIGHT -   323.252 (meters)     1060.54  (feet) ADJUSTED
 FJ0581  ______________________________________________________________________
 FJ0581  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 FJ0581  DYNAMIC HEIGHT  -        322.959 (meters)     1059.57  (feet) COMP
 FJ0581  MODELED GRAVITY -    979,718.3   (mgal)                       NAVD 88
 FJ0581
 FJ0581  VERT ORDER      -  FIRST     CLASS II
 FJ0581
 FJ0581.The horizontal coordinates were scaled from a map and have
 FJ0581.an estimated accuracy of +/- 6 seconds.
 FJ0581
 FJ0581.The orthometric height was determined by differential leveling and
 FJ0581.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0581.in June 1991.
 FJ0581
 FJ0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0581.GEOID18 height accuracy estimate available here.
 FJ0581
 FJ0581.Click photographs - Photos may exist for this station.
 FJ0581
 FJ0581.The dynamic height is computed by dividing the NAVD 88
 FJ0581.geopotential number by the normal gravity value computed on the
 FJ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0581.degrees latitude (g = 980.6199 gals.).
 FJ0581
 FJ0581.The modeled gravity was interpolated from observed gravity values.
 FJ0581
 FJ0581;                    North         East    Units  Estimated Accuracy
 FJ0581;SPC OK N     -   101,310.      607,350.      MT  (+/- 180 meters Scaled)
 FJ0581
 FJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE975748(NAD 83)
 FJ0581
 FJ0581                          SUPERSEDED SURVEY CONTROL
 FJ0581
 FJ0581  NGVD 29 (??/??/92)  323.125  (m)         1060.12   (f) ADJ UNCH    1 2
 FJ0581
 FJ0581.Superseded values are not recommended for survey control.
 FJ0581
 FJ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0581.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0581
 FJ0581_MARKER: DB = BENCH MARK DISK
 FJ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0581_STAMPING: S 184 1953
 FJ0581_MARK LOGO: CGS
 FJ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0581+STABILITY: SURFACE MOTION
 FJ0581
 FJ0581  HISTORY     - Date     Condition        Report By
 FJ0581  HISTORY     - 1953     MONUMENTED       CGS
 FJ0581  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0581
 FJ0581                          STATION DESCRIPTION
 FJ0581
 FJ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0581'3.7 MI N FROM KINGFISHER.
 FJ0581'3.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0581'RAILROAD FROM THE STATION AT KINGFISHER, AT A ROAD CROSSING, 1/2
 FJ0581'POLE SOUTH OF MILEPOST 375, 90 FEET NORTH OF THE CENTER LINE OF
 FJ0581'A ROAD, 43 FEET EAST OF THE EAST RAIL, 4.7 FEET WEST OF A FENCE, 2
 FJ0581'FEET NORTH OF A WITNESS POST, 1.2 MILES SOUTH OF BENCH MARK R
 FJ0581'184, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 FJ0581'ABOVE THE GROUND.
 FJ0581
 FJ0581                          STATION RECOVERY (1985)
 FJ0581
 FJ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0581'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 FJ0581'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0543 ***********************************************************************
 FJ0543  DESIGNATION -  S 185
 FJ0543  PID         -  FJ0543
 FJ0543  STATE/COUNTY-  OK/CANADIAN
 FJ0543  COUNTRY     -  US
 FJ0543  USGS QUAD   -  EL RENO (2018)
 FJ0543
 FJ0543                         *CURRENT SURVEY CONTROL
 FJ0543  ______________________________________________________________________
 FJ0543* NAD 83(1986) POSITION- 35 34 49.     (N) 097 59 21.     (W)   SCALED
 FJ0543* NAVD 88 ORTHO HEIGHT -   405.141 (meters)     1329.20  (feet) ADJUSTED
 FJ0543  ______________________________________________________________________
 FJ0543  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 FJ0543  DYNAMIC HEIGHT  -        404.749 (meters)     1327.91  (feet) COMP
 FJ0543  MODELED GRAVITY -    979,652.6   (mgal)                       NAVD 88
 FJ0543
 FJ0543  VERT ORDER      -  FIRST     CLASS II
 FJ0543
 FJ0543.The horizontal coordinates were scaled from a map and have
 FJ0543.an estimated accuracy of +/- 6 seconds.
 FJ0543
 FJ0543.The orthometric height was determined by differential leveling and
 FJ0543.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0543.in June 1991.
 FJ0543
 FJ0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0543.GEOID18 height accuracy estimate available here.
 FJ0543
 FJ0543.Click photographs - Photos may exist for this station.
 FJ0543
 FJ0543.The dynamic height is computed by dividing the NAVD 88
 FJ0543.geopotential number by the normal gravity value computed on the
 FJ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0543.degrees latitude (g = 980.6199 gals.).
 FJ0543
 FJ0543.The modeled gravity was interpolated from observed gravity values.
 FJ0543
 FJ0543;                    North         East    Units  Estimated Accuracy
 FJ0543;SPC OK N     -    64,380.      600,980.      MT  (+/- 180 meters Scaled)
 FJ0543
 FJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE915378(NAD 83)
 FJ0543
 FJ0543                          SUPERSEDED SURVEY CONTROL
 FJ0543
 FJ0543  NGVD 29 (??/??/92)  404.975  (m)         1328.66   (f) ADJ UNCH    1 2
 FJ0543
 FJ0543.Superseded values are not recommended for survey control.
 FJ0543
 FJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0543.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0543
 FJ0543_MARKER: DB = BENCH MARK DISK
 FJ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0543_STAMPING: S 185 1953
 FJ0543_MARK LOGO: CGS
 FJ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0543+STABILITY: SURFACE MOTION
 FJ0543
 FJ0543  HISTORY     - Date     Condition        Report By
 FJ0543  HISTORY     - 1953     MONUMENTED       CGS
 FJ0543  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0543
 FJ0543                          STATION DESCRIPTION
 FJ0543
 FJ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0543'3.7 MI N FROM EL RENO.
 FJ0543'3.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0543'FROM THE STATION AT EL RENO, AT A ROAD CROSSING, 7 POLES NORTH
 FJ0543'OF MILEPOST 399, 46.6 FEET WEST OF THE WEST RAIL, 41 FEET NORTH
 FJ0543'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 14 FEET NORTHWEST
 FJ0543'OF A TELEPHONE POLE, 9 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 FJ0543'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FJ0543'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0543
 FJ0543                          STATION RECOVERY (1984)
 FJ0543
 FJ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0453 ***********************************************************************
 FJ0453  DESIGNATION -  S 186
 FJ0453  PID         -  FJ0453
 FJ0453  STATE/COUNTY-  OK/GRADY
 FJ0453  COUNTRY     -  US
 FJ0453  USGS QUAD   -  MINCO (2018)
 FJ0453
 FJ0453                         *CURRENT SURVEY CONTROL
 FJ0453  ______________________________________________________________________
 FJ0453* NAD 83(1986) POSITION- 35 20 09.     (N) 097 56 07.     (W)   SCALED
 FJ0453* NAVD 88 ORTHO HEIGHT -   390.761 (meters)     1282.02  (feet) POSTED
 FJ0453  ______________________________________________________________________
 FJ0453  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 FJ0453  DYNAMIC HEIGHT  -        390.37  (meters)     1280.7   (feet) COMP
 FJ0453  MODELED GRAVITY -    979,626.3   (mgal)                       NAVD 88
 FJ0453
 FJ0453  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0453
 FJ0453.The horizontal coordinates were scaled from a map and have
 FJ0453.an estimated accuracy of +/- 6 seconds.
 FJ0453
 FJ0453.The orthometric height was determined by differential leveling
 FJ0453.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0453
 FJ0453.* This is a POSTED BENCH MARK height.
 FJ0453
 FJ0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0453.GEOID18 height accuracy estimate available here.
 FJ0453
 FJ0453.Click photographs - Photos may exist for this station.
 FJ0453
 FJ0453.The dynamic height is computed by dividing the NAVD 88
 FJ0453.geopotential number by the normal gravity value computed on the
 FJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0453.degrees latitude (g = 980.6199 gals.).
 FJ0453
 FJ0453.The modeled gravity was interpolated from observed gravity values.
 FJ0453
 FJ0453;                    North         East    Units  Estimated Accuracy
 FJ0453;SPC OK S     -   222,140.      605,880.      MT  (+/- 180 meters Scaled)
 FJ0453
 FJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE967108(NAD 83)
 FJ0453
 FJ0453                          SUPERSEDED SURVEY CONTROL
 FJ0453
 FJ0453  NGVD 29 (??/??/92)  390.602  (m)         1281.50   (f) ADJ UNCH    1 2
 FJ0453
 FJ0453.Superseded values are not recommended for survey control.
 FJ0453
 FJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0453.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0453
 FJ0453_MARKER: DB = BENCH MARK DISK
 FJ0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0453_SP_SET: PILLAR FOOTING
 FJ0453_STAMPING: S 186 1953
 FJ0453_MARK LOGO: CGS
 FJ0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0453
 FJ0453  HISTORY     - Date     Condition        Report By
 FJ0453  HISTORY     - 1953     MONUMENTED       CGS
 FJ0453  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0453
 FJ0453                          STATION DESCRIPTION
 FJ0453
 FJ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0453'1.6 MI N FROM MINCO.
 FJ0453'1.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0453'RAILROAD FROM THE STATION AT MINCO, 68 FEET EAST OF THE EAST
 FJ0453'RAIL, AT OVERPASS 416.6 OF U.S. HIGHWAY 81, 3 FEET BELOW THE
 FJ0453'TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE CONCRETE
 FJ0453'FOOTING OF THE 3RD SET OF PILLARS EAST OF THE TRACK.
 FJ0453
 FJ0453                          STATION RECOVERY (1986)
 FJ0453
 FJ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0676 ***********************************************************************
 FJ0676  DESIGNATION -  S 192
 FJ0676  PID         -  FJ0676
 FJ0676  STATE/COUNTY-  OK/OKLAHOMA
 FJ0676  COUNTRY     -  US
 FJ0676  USGS QUAD   -  MUSTANG (2018)
 FJ0676
 FJ0676                         *CURRENT SURVEY CONTROL
 FJ0676  ______________________________________________________________________
 FJ0676* NAD 83(1986) POSITION- 35 27 52.33   (N) 097 37 39.87   (W)   HD_HELD1
 FJ0676* NAVD 88 ORTHO HEIGHT -   371.537 (meters)     1218.95  (feet) ADJUSTED
 FJ0676  ______________________________________________________________________
 FJ0676  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 FJ0676  DYNAMIC HEIGHT  -        371.179 (meters)     1217.78  (feet) COMP
 FJ0676  MODELED GRAVITY -    979,659.6   (mgal)                       NAVD 88
 FJ0676
 FJ0676  VERT ORDER      -  FIRST     CLASS II
 FJ0676
 FJ0676.The horizontal coordinates were determined by differentially corrected
 FJ0676.hand held GPS observations or other comparable positioning techniques
 FJ0676.and have an estimated accuracy of +/- 3 meters.
 FJ0676
 FJ0676.The orthometric height was determined by differential leveling and
 FJ0676.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0676.in August 1994.
 FJ0676
 FJ0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0676.GEOID18 height accuracy estimate available here.
 FJ0676
 FJ0676.Click photographs - Photos may exist for this station.
 FJ0676
 FJ0676.The dynamic height is computed by dividing the NAVD 88
 FJ0676.geopotential number by the normal gravity value computed on the
 FJ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0676.degrees latitude (g = 980.6199 gals.).
 FJ0676
 FJ0676.The modeled gravity was interpolated from observed gravity values.
 FJ0676
 FJ0676;                    North         East    Units  Estimated Accuracy
 FJ0676;SPC OK N     -    51,606.8     633,790.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0676
 FJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2451225425(NAD 83)
 FJ0676
 FJ0676                          SUPERSEDED SURVEY CONTROL
 FJ0676
 FJ0676  NAVD 88 (??/??/92)  371.598  (m)         1219.15   (f) POSTED      3  
 FJ0676
 FJ0676.Superseded values are not recommended for survey control.
 FJ0676
 FJ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0676.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0676
 FJ0676_MARKER: F = FLANGE-ENCASED ROD
 FJ0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0676_STAMPING: S 192 1984
 FJ0676_MARK LOGO: NGS
 FJ0676_PROJECTION: RECESSED 3 CENTIMETERS
 FJ0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0676+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 FJ0676_ROD/PIPE-DEPTH: 14.6 meters
 FJ0676
 FJ0676  HISTORY     - Date     Condition        Report By
 FJ0676  HISTORY     - 1984     MONUMENTED       NGS
 FJ0676  HISTORY     - 1988     GOOD             USPSQD
 FJ0676  HISTORY     - 1989     GOOD             USPSQD
 FJ0676  HISTORY     - 19940114 GOOD             NGS
 FJ0676  HISTORY     - 20221004 GOOD             OKDOT
 FJ0676  HISTORY     - 20230327 MARK NOT FOUND   OKDOT
 FJ0676
 FJ0676                          STATION DESCRIPTION
 FJ0676
 FJ0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0676'10.5 KM (6.5 MI) WEST FROM OKLAHOMA CITY.
 FJ0676'THE MARK IS 0.6 M ABOVE RENO AVENUE.
 FJ0676'10.5 KM (6.5 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0676'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, AT A POWERLINE CROSSING
 FJ0676'RENO AVENUE, 7.40 METERS (24.3 FT) NORTH OF THE CENTERLINE OF THE RENO
 FJ0676'AVENUE WESTBOUND LANES, 12.25 METERS (40.2 FT) SOUTH OF A POWERLINE
 FJ0676'POLE, 4.57 METERS (15.0 FT) WEST OF A GUY WIRE ANCHOR, AND 0.9 METER
 FJ0676'(3.0 FT) EAST OF A POWERLINE POLE.  NOTE, ROD DRIVING RATE EXCEEDED.
 FJ0676'ROD ANCHORED.
 FJ0676'THE MARK IS 0.21 METERS  W FROM A WITNESS POST.
 FJ0676
 FJ0676                          STATION RECOVERY (1988)
 FJ0676
 FJ0676'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0676'RECOVERED IN GOOD CONDITION.
 FJ0676
 FJ0676                          STATION RECOVERY (1989)
 FJ0676
 FJ0676'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0676'RECOVERED IN GOOD CONDITION.
 FJ0676
 FJ0676                          STATION RECOVERY (1994)
 FJ0676
 FJ0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0676'10.5 KM (6.50 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0676'THE SANTA FE RAILROAD IN OKLAHOMA CITY, 12.2 M (40.0 FT) SOUTH OF A
 FJ0676'UTILITY POLE, 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF THE
 FJ0676'WESTBOUND LANES OF THE AVENUE, 4.6 M (15.1 FT) WEST OF A GUY CABLE
 FJ0676'ANCHOR, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE AVENUE, 0.9 M (3.0 FT)
 FJ0676'EAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 FJ0676'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0676
 FJ0676                          STATION RECOVERY (2022)
 FJ0676
 FJ0676'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0676'RECOVERED SLIGHTLY LEANING SOUTH.  LOGO CAP RECESSED ABOUT 4 INCHES
 FJ0676'(10 CM).
 FJ0676
 FJ0676                          STATION RECOVERY (2023)
 FJ0676
 FJ0676'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0707 ***********************************************************************
 FJ0707  DESIGNATION -  S 193
 FJ0707  PID         -  FJ0707
 FJ0707  STATE/COUNTY-  OK/OKLAHOMA
 FJ0707  COUNTRY     -  US
 FJ0707  USGS QUAD   -  HARRAH (2018)
 FJ0707
 FJ0707                         *CURRENT SURVEY CONTROL
 FJ0707  ______________________________________________________________________
 FJ0707* NAD 83(1986) POSITION- 35 29 27.99   (N) 097 09 55.19   (W)   HD_HELD1
 FJ0707* NAVD 88 ORTHO HEIGHT -   334.615 (meters)     1097.82  (feet) ADJUSTED
 FJ0707  ______________________________________________________________________
 FJ0707  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 FJ0707  DYNAMIC HEIGHT  -        334.298 (meters)     1096.78  (feet) COMP
 FJ0707  MODELED GRAVITY -    979,676.9   (mgal)                       NAVD 88
 FJ0707
 FJ0707  VERT ORDER      -  FIRST     CLASS II
 FJ0707
 FJ0707.The horizontal coordinates were determined by differentially corrected
 FJ0707.hand held GPS observations or other comparable positioning techniques
 FJ0707.and have an estimated accuracy of +/- 3 meters.
 FJ0707
 FJ0707.The orthometric height was determined by differential leveling and
 FJ0707.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0707.in August 1994.
 FJ0707
 FJ0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0707.GEOID18 height accuracy estimate available here.
 FJ0707
 FJ0707.Click photographs - Photos may exist for this station.
 FJ0707
 FJ0707.The dynamic height is computed by dividing the NAVD 88
 FJ0707.geopotential number by the normal gravity value computed on the
 FJ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0707.degrees latitude (g = 980.6199 gals.).
 FJ0707
 FJ0707.The modeled gravity was interpolated from observed gravity values.
 FJ0707
 FJ0707;                    North         East    Units  Estimated Accuracy
 FJ0707;SPC OK N     -    54,815.8     675,737.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0707
 FJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6641929054(NAD 83)
 FJ0707
 FJ0707                          SUPERSEDED SURVEY CONTROL
 FJ0707
 FJ0707  NAVD 88 (06/15/91)  334.660  (m)         1097.96   (f) SUPERSEDED  1 2
 FJ0707
 FJ0707.Superseded values are not recommended for survey control.
 FJ0707
 FJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0707.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0707
 FJ0707_MARKER: I = METAL ROD
 FJ0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0707_STAMPING: S 193 1984
 FJ0707_MARK LOGO: NGS
 FJ0707_PROJECTION: FLUSH
 FJ0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0707_ROD/PIPE-DEPTH: 6.7 meters
 FJ0707
 FJ0707  HISTORY     - Date     Condition        Report By
 FJ0707  HISTORY     - 1984     MONUMENTED       NGS
 FJ0707  HISTORY     - 1988     GOOD             USPSQD
 FJ0707  HISTORY     - 1989     GOOD             USPSQD
 FJ0707  HISTORY     - 1990     GOOD             USPSQD
 FJ0707  HISTORY     - 1990     GOOD             USPSQD
 FJ0707
 FJ0707                          STATION DESCRIPTION
 FJ0707
 FJ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0707'0.16 KM (0.1 MI) NW FROM HARRAH.
 FJ0707'0.16 KM (0.1 MI) NORTHWEST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD
 FJ0707'STREET) FROM THE JUNCTION OF U.S. HIGHWAY 270 IN HARRAH, AT A GRAVEL
 FJ0707'ROAD LEADING EAST TO THE HONEY IMPLEMENT COMPANY, ACROSS THE HIGHWAY
 FJ0707'FROM THE FIRST BAPTIST CHURCH, 12.8 METERS (42.0 FT) NORTHEAST OF THE
 FJ0707'CENTERLINE OF HIGHWAY 62 WESTBOUND LANES, 0.82 METERS (2.7 FT)
 FJ0707'SOUTHWEST OF A POWERLINE POLE WITH GUY WIRE, 4.6 METERS (15.0 FT)
 FJ0707'SOUTH OF THE GRAVEL ROAD, 2.1 METERS (7.0 FT) NORTHEAST OF A GUY WIRE
 FJ0707'ANCHOR, AND 8.5 METERS (28.0 FT) NORTHEAST OF THE NORTHEAST CURB OF
 FJ0707'HIGHWAY 62 WESTBOUND LANES.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 FJ0707'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 FJ0707'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0707
 FJ0707                          STATION RECOVERY (1988)
 FJ0707
 FJ0707'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0707'RECOVERED IN GOOD CONDITION.
 FJ0707
 FJ0707                          STATION RECOVERY (1989)
 FJ0707
 FJ0707'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0707'RECOVERED IN GOOD CONDITION.
 FJ0707
 FJ0707                          STATION RECOVERY (1990)
 FJ0707
 FJ0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0707'RECOVERED IN GOOD CONDITION.
 FJ0707
 FJ0707                          STATION RECOVERY (1990)
 FJ0707
 FJ0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0882 ***********************************************************************
 FH0882  DESIGNATION -  S 194
 FH0882  PID         -  FH0882
 FH0882  STATE/COUNTY-  OK/MUSKOGEE
 FH0882  COUNTRY     -  US
 FH0882  USGS QUAD   -  WARNER (2018)
 FH0882
 FH0882                         *CURRENT SURVEY CONTROL
 FH0882  ______________________________________________________________________
 FH0882* NAD 83(1986) POSITION- 35 28 56.     (N) 095 15 26.     (W)   SCALED
 FH0882* NAVD 88 ORTHO HEIGHT -   151.856 (meters)      498.21  (feet) ADJUSTED
 FH0882  ______________________________________________________________________
 FH0882  GEOID HEIGHT    -        -29.916 (meters)                     GEOID18
 FH0882  DYNAMIC HEIGHT  -        151.714 (meters)      497.75  (feet) COMP
 FH0882  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FH0882
 FH0882  VERT ORDER      -  FIRST     CLASS II
 FH0882
 FH0882.The horizontal coordinates were scaled from a map and have
 FH0882.an estimated accuracy of +/- 6 seconds.
 FH0882
 FH0882.The orthometric height was determined by differential leveling and
 FH0882.adjusted by the NATIONAL GEODETIC SURVEY
 FH0882.in June 1991.
 FH0882
 FH0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0882.GEOID18 height accuracy estimate available here.
 FH0882
 FH0882.Click photographs - Photos may exist for this station.
 FH0882
 FH0882.The dynamic height is computed by dividing the NAVD 88
 FH0882.geopotential number by the normal gravity value computed on the
 FH0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0882.degrees latitude (g = 980.6199 gals.).
 FH0882
 FH0882.The modeled gravity was interpolated from observed gravity values.
 FH0882
 FH0882;                    North         East    Units  Estimated Accuracy
 FH0882;SPC OK N     -    57,020.      848,880.      MT  (+/- 180 meters Scaled)
 FH0882
 FH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV952288(NAD 83)
 FH0882
 FH0882                          SUPERSEDED SURVEY CONTROL
 FH0882
 FH0882.No superseded survey control is available for this station.
 FH0882
 FH0882_MARKER: I = METAL ROD
 FH0882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0882_STAMPING: S 194 1984
 FH0882_MARK LOGO: NGS
 FH0882_PROJECTION: FLUSH
 FH0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0882+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0882_ROD/PIPE-DEPTH: 6.76 meters
 FH0882
 FH0882  HISTORY     - Date     Condition        Report By
 FH0882  HISTORY     - 1984     MONUMENTED       NGS
 FH0882  HISTORY     - 1988     GOOD             USPSQD
 FH0882  HISTORY     - 1989     GOOD             USPSQD
 FH0882  HISTORY     - 1990     GOOD             USPSQD
 FH0882  HISTORY     - 20020815 GOOD             OKDOT
 FH0882
 FH0882                          STATION DESCRIPTION
 FH0882
 FH0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0882'4.6 KM (2.85 MI) EAST FROM WARNER.
 FH0882'4.6 KM (2.85 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0882'STATE HIGHWAY 2, ABOUT ONE MILE SOUTH OF WARNER, AT A TWO-WIRE
 FH0882'POWERLINE CROSSING INTERSTATE 40, SET IN THE SOUTH RIGHT-OF-WAY FENCE
 FH0882'LINE, 35.96 METERS (118.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 FH0882'LANES, 23.31 METERS (76.5 FT) WEST OF A T-FENCE JUNCTION LEADING SOUTH
 FH0882'ALONG THE POWERLINE, 21.64 METERS (71.0 FT) WEST OF A POWERLINE POLE,
 FH0882'24.84 METERS (81.5 FT) EAST-SOUTHEAST OF THE CENTER OF THE SOUTH END
 FH0882'OF A SMALL CONCRETE CULVERT UNDER INTERSTATE 40, AND 0.42 METERS
 FH0882'(1.4 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE, ROD DRIVEN TO
 FH0882'REFUSAL.
 FH0882'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 FH0882'THE MARK IS 2.43 M BELOW INTERSTATE 40 HIGHWAY.
 FH0882
 FH0882                          STATION RECOVERY (1988)
 FH0882
 FH0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0882'RECOVERED IN GOOD CONDITION.
 FH0882
 FH0882                          STATION RECOVERY (1989)
 FH0882
 FH0882'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0882'RECOVERED IN GOOD CONDITION.
 FH0882
 FH0882                          STATION RECOVERY (1990)
 FH0882
 FH0882'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0882'RECOVERED IN GOOD CONDITION.
 FH0882
 FH0882                          STATION RECOVERY (2002)
 FH0882
 FH0882'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0744 ***********************************************************************
 FJ0744  DESIGNATION -  S 195
 FJ0744  PID         -  FJ0744
 FJ0744  STATE/COUNTY-  OK/OKFUSKEE
 FJ0744  COUNTRY     -  US
 FJ0744  USGS QUAD   -  PADEN (2018)
 FJ0744
 FJ0744                         *CURRENT SURVEY CONTROL
 FJ0744  ______________________________________________________________________
 FJ0744* NAD 83(2011) POSITION- 35 30 18.48157(N) 096 35 47.75576(W)   ADJUSTED
 FJ0744* NAD 83(2011) ELLIP HT-   255.832 (meters)        (12/02/24)   ADJUSTED
 FJ0744* NAD 83(2011) EPOCH   -  2010.00
 FJ0744* NAVD 88 ORTHO HEIGHT -   283.827 (meters)      931.19  (feet) ADJUSTED
 FJ0744  ______________________________________________________________________
 FJ0744  GEOID HEIGHT    -        -27.984 (meters)                     GEOID18
 FJ0744  NAD 83(2011) X  -   -597,169.953 (meters)                     COMP
 FJ0744  NAD 83(2011) Y  - -5,163,873.866 (meters)                     COMP
 FJ0744  NAD 83(2011) Z  -  3,683,780.257 (meters)                     COMP
 FJ0744  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 FJ0744  DYNAMIC HEIGHT  -        283.561 (meters)      930.32  (feet) COMP
 FJ0744  MODELED GRAVITY -    979,688.4   (mgal)                       NAVD 88
 FJ0744
 FJ0744  VERT ORDER      -  FIRST     CLASS II
 FJ0744
 FJ0744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0744  Standards:
 FJ0744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0744  -------------------------------------------------------------------
 FJ0744  NETWORK    0.69   1.31           0.28   0.28   0.67     -0.15931323
 FJ0744  -------------------------------------------------------------------
 FJ0744  Click here for local accuracies and other accuracy information.
 FJ0744
 FJ0744.The horizontal coordinates were established by GPS observations
 FJ0744.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0744
 FJ0744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0744.been affixed to the stable North American tectonic plate. See 
 FJ0744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0744
 FJ0744.The horizontal coordinates are valid at the epoch date displayed above
 FJ0744.which is a decimal equivalence of Year/Month/Day.
 FJ0744
 FJ0744.The orthometric height was determined by differential leveling and
 FJ0744.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0744.in June 1991.
 FJ0744
 FJ0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0744.GEOID18 height accuracy estimate available here.
 FJ0744
 FJ0744.Click photographs - Photos may exist for this station.
 FJ0744
 FJ0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0744
 FJ0744.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0744
 FJ0744.The ellipsoidal height was determined by GPS observations
 FJ0744.and is referenced to NAD 83.
 FJ0744
 FJ0744.The dynamic height is computed by dividing the NAVD 88
 FJ0744.geopotential number by the normal gravity value computed on the
 FJ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0744.degrees latitude (g = 980.6199 gals.).
 FJ0744
 FJ0744.The modeled gravity was interpolated from observed gravity values.
 FJ0744
 FJ0744. The following values were computed from the NAD 83(2011) position.
 FJ0744
 FJ0744;                    North         East     Units Scale Factor Converg.
 FJ0744;SPC OK N     -    56,966.591   727,318.693   MT  1.00001174   +0 49 41.6
 FJ0744;SPC OK N     -   186,897.89  2,386,211.41   sFT  1.00001174   +0 49 41.6
 FJ0744;UTM  14      - 3,931,718.931   717,979.011   MT  1.00018557   +1 23 47.0
 FJ0744
 FJ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0744!SPC OK N     -   0.99995985  x   1.00001174  =   0.99997159
 FJ0744!UTM  14      -   0.99995985  x   1.00018557  =   1.00014541
 FJ0744
 FJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1797931718(NAD 83)
 FJ0744
 FJ0744                          SUPERSEDED SURVEY CONTROL
 FJ0744
 FJ0744.No superseded survey control is available for this station.
 FJ0744
 FJ0744_MARKER: DV = VERTICAL CONTROL DISK
 FJ0744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0744_SP_SET: CULVERT HEADWALL
 FJ0744_STAMPING: S 195 1984
 FJ0744_MARK LOGO: NGS
 FJ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0744+STABILITY: SURFACE MOTION
 FJ0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0744+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0744
 FJ0744  HISTORY     - Date     Condition        Report By
 FJ0744  HISTORY     - 1984     MONUMENTED       NGS
 FJ0744  HISTORY     - 1988     GOOD             USPSQD
 FJ0744  HISTORY     - 1990     GOOD             USPSQD
 FJ0744  HISTORY     - 1990     GOOD             USPSQD
 FJ0744  HISTORY     - 20220609 GOOD             OKDOT
 FJ0744  HISTORY     - 20220629 GOOD             OKDOT
 FJ0744  HISTORY     - 20240717 GOOD             OKDOT
 FJ0744
 FJ0744                          STATION DESCRIPTION
 FJ0744
 FJ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0744'2.7 KM (1.7 MI) WEST FROM PADEN.
 FJ0744'2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0744'PADEN, SET ONE FOOT FROM THE WEST END OF THE HEADWALL OF A 6- BY
 FJ0744'10-FOOT CONCRETE BOX CULVERT ON THE NORTH SIDE OF THE HIGHWAY,
 FJ0744'0.3 METER (1 FT) FROM THE WEST END OF THE HEADWALL, 9.75 METERS
 FJ0744'(32.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 76.2 METERS
 FJ0744'(250.0 FT) EAST OF THE ENTRANCE TO THE TRINITY HOLINESS TABERNACLE.
 FJ0744'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0744'THE MARK IS 0.6 M BELOW HIGHWAY.
 FJ0744
 FJ0744                          STATION RECOVERY (1988)
 FJ0744
 FJ0744'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0744'RECOVERED IN GOOD CONDITION.
 FJ0744
 FJ0744                          STATION RECOVERY (1990)
 FJ0744
 FJ0744'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0744'RECOVERED IN GOOD CONDITION.
 FJ0744
 FJ0744                          STATION RECOVERY (1990)
 FJ0744
 FJ0744'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0744'RECOVERED IN GOOD CONDITION.
 FJ0744
 FJ0744                          STATION RECOVERY (2022)
 FJ0744
 FJ0744'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0744'MARK WAS RECOVERED IN GOOD CONDITION (KAR).
 FJ0744
 FJ0744                          STATION RECOVERY (2022)
 FJ0744
 FJ0744'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0744'N 353018.48 W 963547.75 SPC 186898.87 N 2386211.38 E BASED ON ODOT
 FJ0744'RTN.
 FJ0744
 FJ0744                          STATION RECOVERY (2024)
 FJ0744
 FJ0744'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0768 ***********************************************************************
 FJ0768  DESIGNATION -  S 196
 FJ0768  PID         -  FJ0768
 FJ0768  STATE/COUNTY-  OK/OKFUSKEE
 FJ0768  COUNTRY     -  US
 FJ0768  USGS QUAD   -  CLEARVIEW (2018)
 FJ0768
 FJ0768                         *CURRENT SURVEY CONTROL
 FJ0768  ______________________________________________________________________
 FJ0768* NAD 83(1986) POSITION- 35 25 39.5    (N) 096 10 16.9    (W)   HD_HELD2
 FJ0768* NAVD 88 ORTHO HEIGHT -   262.564 (meters)      861.43  (feet) ADJUSTED
 FJ0768  ______________________________________________________________________
 FJ0768  GEOID HEIGHT    -        -28.753 (meters)                     GEOID18
 FJ0768  DYNAMIC HEIGHT  -        262.314 (meters)      860.61  (feet) COMP
 FJ0768  MODELED GRAVITY -    979,675.2   (mgal)                       NAVD 88
 FJ0768
 FJ0768  VERT ORDER      -  FIRST     CLASS II
 FJ0768
 FJ0768.The horizontal coordinates were established by autonomous hand held GPS
 FJ0768.observations and have an estimated accuracy of +/- 10 meters.
 FJ0768
 FJ0768.The orthometric height was determined by differential leveling and
 FJ0768.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0768.in June 1991.
 FJ0768
 FJ0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0768.GEOID18 height accuracy estimate available here.
 FJ0768
 FJ0768.Click photographs - Photos may exist for this station.
 FJ0768
 FJ0768.The dynamic height is computed by dividing the NAVD 88
 FJ0768.geopotential number by the normal gravity value computed on the
 FJ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0768.degrees latitude (g = 980.6199 gals.).
 FJ0768
 FJ0768.The modeled gravity was interpolated from observed gravity values.
 FJ0768
 FJ0768;                    North         East    Units  Estimated Accuracy
 FJ0768;SPC OK N     -    49,012.      766,055.      MT  (+/- 10 meters HH2 GPS)
 FJ0768
 FJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5680224144(NAD 83)
 FJ0768
 FJ0768                          SUPERSEDED SURVEY CONTROL
 FJ0768
 FJ0768.No superseded survey control is available for this station.
 FJ0768
 FJ0768_MARKER: F = FLANGE-ENCASED ROD
 FJ0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0768_STAMPING: S 196 1984
 FJ0768_MARK LOGO: NGS
 FJ0768_PROJECTION: FLUSH
 FJ0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0768+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0768_ROD/PIPE-DEPTH: 4.3 meters
 FJ0768
 FJ0768  HISTORY     - Date     Condition        Report By
 FJ0768  HISTORY     - 1984     MONUMENTED       NGS
 FJ0768  HISTORY     - 1988     GOOD             USPSQD
 FJ0768  HISTORY     - 1990     GOOD             USPSQD
 FJ0768  HISTORY     - 20240717 GOOD             OKDOT
 FJ0768
 FJ0768                          STATION DESCRIPTION
 FJ0768
 FJ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0768'12.3 KM (7.7 MI) EAST FROM OKEMAH.
 FJ0768'12.32 KM (7.7 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0768'OF STATE HIGHWAY 27 AT OKEMAH, AT THE EAST END OF A STEEP HIGHWAY CUT
 FJ0768'AND MILE POST NUMBER 229, ALSO 18.8 KM (11.75 MI) WEST ALONG
 FJ0768'INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF U.S. HIGHWAY 75 NORTH AT
 FJ0768'HENRYETTA, 31.70 METERS (104.0 FT) SOUTH OF THE CENTERLINE OF THE
 FJ0768'HIGHWAY EASTBOUND LANES, AND 25.30 METERS (83.0 FT) SOUTH-SOUTHEAST OF
 FJ0768'MILE POST NUMBER 229.
 FJ0768'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0768'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FJ0768
 FJ0768                          STATION RECOVERY (1988)
 FJ0768
 FJ0768'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0768'RECOVERED IN GOOD CONDITION.
 FJ0768
 FJ0768                          STATION RECOVERY (1990)
 FJ0768
 FJ0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0768'RECOVERED IN GOOD CONDITION.
 FJ0768
 FJ0768                          STATION RECOVERY (2024)
 FJ0768
 FJ0768'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0768'THE MARK IS SURROUNDED BY TREES THAT WILL NEED TO BE CLEARED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0855 ***********************************************************************
 FH0855  DESIGNATION -  S 197
 FH0855  PID         -  FH0855
 FH0855  STATE/COUNTY-  OK/MCINTOSH
 FH0855  COUNTRY     -  US
 FH0855  USGS QUAD   -  PIERCE (2018)
 FH0855
 FH0855                         *CURRENT SURVEY CONTROL
 FH0855  ______________________________________________________________________
 FH0855* NAD 83(1986) POSITION- 35 26 58.     (N) 095 44 13.     (W)   SCALED
 FH0855* NAVD 88 ORTHO HEIGHT -   190.018 (meters)      623.42  (feet) ADJUSTED
 FH0855  ______________________________________________________________________
 FH0855  GEOID HEIGHT    -        -29.571 (meters)                     GEOID18
 FH0855  DYNAMIC HEIGHT  -        189.840 (meters)      622.83  (feet) COMP
 FH0855  MODELED GRAVITY -    979,690.0   (mgal)                       NAVD 88
 FH0855
 FH0855  VERT ORDER      -  FIRST     CLASS II
 FH0855
 FH0855.The horizontal coordinates were scaled from a map and have
 FH0855.an estimated accuracy of +/- 6 seconds.
 FH0855
 FH0855.The orthometric height was determined by differential leveling and
 FH0855.adjusted by the NATIONAL GEODETIC SURVEY
 FH0855.in June 1991.
 FH0855
 FH0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0855.GEOID18 height accuracy estimate available here.
 FH0855
 FH0855.Click photographs - Photos may exist for this station.
 FH0855
 FH0855.The dynamic height is computed by dividing the NAVD 88
 FH0855.geopotential number by the normal gravity value computed on the
 FH0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0855.degrees latitude (g = 980.6199 gals.).
 FH0855
 FH0855.The modeled gravity was interpolated from observed gravity values.
 FH0855
 FH0855;                    North         East    Units  Estimated Accuracy
 FH0855;SPC OK S     -   237,040.      805,450.      MT  (+/- 180 meters Scaled)
 FH0855
 FH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV515263(NAD 83)
 FH0855
 FH0855                          SUPERSEDED SURVEY CONTROL
 FH0855
 FH0855.No superseded survey control is available for this station.
 FH0855
 FH0855_MARKER: F = FLANGE-ENCASED ROD
 FH0855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0855_STAMPING: S 197 1984
 FH0855_MARK LOGO: NGS
 FH0855_PROJECTION: FLUSH
 FH0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0855+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 FH0855_ROD/PIPE-DEPTH: 9.8 meters
 FH0855
 FH0855  HISTORY     - Date     Condition        Report By
 FH0855  HISTORY     - 1984     MONUMENTED       NGS
 FH0855  HISTORY     - 1988     GOOD             USPSQD
 FH0855  HISTORY     - 1989     GOOD             USPSQD
 FH0855  HISTORY     - 1990     GOOD             USPSQD
 FH0855  HISTORY     - 20220712 GOOD             OKDOT
 FH0855
 FH0855                          STATION DESCRIPTION
 FH0855
 FH0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0855'22.6 KM (14.5 MI) EAST FROM HENRYETTA.
 FH0855'22.6 KM (14.05 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0855'INTERCHANGE OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET AT MILEPOST
 FH0855'NUMBER 254, ABOUT 0.2 KM (0.1 MI) WEST OF A 9.8 METERS (32.0 FT)
 FH0855'TRIPLE BOX CULVERT ON THE SNAKE CREEK, 42.7 METERS (140.0 FT) SOUTH OF
 FH0855'THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES, 34.5 METERS (113.0 FT)
 FH0855'SOUTH OF MILEPOST NUMBER 254, AND 0.5 METER (1.5 FT) NORTH OF A
 FH0855'RIGHT-OF-WAY FENCE.  NOTE, DRIVEN TO REFUSAL.
 FH0855'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FH0855'THE MARK IS 0.6 M ABOVE EASTBOUND HIGHWAY.
 FH0855
 FH0855                          STATION RECOVERY (1988)
 FH0855
 FH0855'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0855'RECOVERED IN GOOD CONDITION.
 FH0855
 FH0855                          STATION RECOVERY (1989)
 FH0855
 FH0855'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0855'RECOVERED IN GOOD CONDITION.
 FH0855
 FH0855                          STATION RECOVERY (1990)
 FH0855
 FH0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0855'RECOVERED IN GOOD CONDITION.
 FH0855
 FH0855                          STATION RECOVERY (2022)
 FH0855
 FH0855'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0855'RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0900 ***********************************************************************
 FH0900  DESIGNATION -  S 199
 FH0900  PID         -  FH0900
 FH0900  STATE/COUNTY-  OK/SEQUOYAH
 FH0900  COUNTRY     -  US
 FH0900  USGS QUAD   -  VIAN (2019)
 FH0900
 FH0900                         *CURRENT SURVEY CONTROL
 FH0900  ______________________________________________________________________
 FH0900* NAD 83(1986) POSITION- 35 27 38.35   (N) 094 55 29.34   (W)   HD_HELD1
 FH0900* NAVD 88 ORTHO HEIGHT -   152.876 (meters)      501.56  (feet) ADJUSTED
 FH0900  ______________________________________________________________________
 FH0900  GEOID HEIGHT    -        -29.992 (meters)                     GEOID18
 FH0900  DYNAMIC HEIGHT  -        152.734 (meters)      501.09  (feet) COMP
 FH0900  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 FH0900
 FH0900  VERT ORDER      -  FIRST     CLASS II
 FH0900
 FH0900.The horizontal coordinates were determined by differentially corrected
 FH0900.hand held GPS observations or other comparable positioning techniques
 FH0900.and have an estimated accuracy of +/- 3 meters.
 FH0900
 FH0900.The orthometric height was determined by differential leveling and
 FH0900.adjusted by the NATIONAL GEODETIC SURVEY
 FH0900.in June 1991.
 FH0900
 FH0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0900.GEOID18 height accuracy estimate available here.
 FH0900
 FH0900.Click photographs - Photos may exist for this station.
 FH0900
 FH0900.The dynamic height is computed by dividing the NAVD 88
 FH0900.geopotential number by the normal gravity value computed on the
 FH0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0900.degrees latitude (g = 980.6199 gals.).
 FH0900
 FH0900.The modeled gravity was interpolated from observed gravity values.
 FH0900
 FH0900;                    North         East    Units  Estimated Accuracy
 FH0900;SPC OK N     -    55,531.8     879,104.7     MT  (+/- 3 meters HH1 GPS) 
 FH0900
 FH0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2533625832(NAD 83)
 FH0900
 FH0900                          SUPERSEDED SURVEY CONTROL
 FH0900
 FH0900.No superseded survey control is available for this station.
 FH0900
 FH0900_MARKER: F = FLANGE-ENCASED ROD
 FH0900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0900_STAMPING: S 199 1984
 FH0900_MARK LOGO: NGS
 FH0900_PROJECTION: RECESSED 2 CENTIMETERS
 FH0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0900+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2022
 FH0900_ROD/PIPE-DEPTH: 5.88 meters
 FH0900
 FH0900  HISTORY     - Date     Condition        Report By
 FH0900  HISTORY     - 1984     MONUMENTED       NGS
 FH0900  HISTORY     - 1988     GOOD             USPSQD
 FH0900  HISTORY     - 1989     GOOD             USPSQD
 FH0900  HISTORY     - 1990     GOOD             USPSQD
 FH0900  HISTORY     - 20020815 GOOD             OKDOT
 FH0900  HISTORY     - 20220720 GOOD             OKDOT
 FH0900
 FH0900                          STATION DESCRIPTION
 FH0900
 FH0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0900'5.4 KM (3.35 MI) EAST FROM VIAN.
 FH0900'5.4 KM (3.35 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0900'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT THE REMAINS
 FH0900'OF AN OLD CORRAL AND LOADING CHUTE ON THE SOUTH SIDE OF INTERSTATE 40
 FH0900'EASTBOUND LANES, AT MILE MARKER NUMBER 301, 35.96 METERS (118.0 FT)
 FH0900'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, 27.43 (90.0 FT)
 FH0900'SOUTHWEST OF MILE MARKER NUMBER 301, 26.42 METERS (86.7 FT)
 FH0900'WEST-NORTHWEST AND ACROSS THE RIGHT-OF-WAY FENCE FROM THE CENTER OF A
 FH0900'METAL GATE, AND 0.33 METERS (1.1 FT) NORTH-NORTHEAST OF THE
 FH0900'RIGHT-OF-WAY FENCE.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED.
 FH0900'THE MARK IS 0.39 METERS  NNW FROM A WITNESS POST.
 FH0900'THE MARK IS 1.5 M ABOVE EASTBOUND LANES.
 FH0900
 FH0900                          STATION RECOVERY (1988)
 FH0900
 FH0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0900'RECOVERED IN GOOD CONDITION.
 FH0900
 FH0900                          STATION RECOVERY (1989)
 FH0900
 FH0900'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0900'RECOVERED IN GOOD CONDITION.
 FH0900
 FH0900                          STATION RECOVERY (1990)
 FH0900
 FH0900'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0900'RECOVERED IN GOOD CONDITION.
 FH0900
 FH0900                          STATION RECOVERY (2002)
 FH0900
 FH0900'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0900'RECOVERED IN GOOD CONDITION.
 FH0900
 FH0900                          STATION RECOVERY (2022)
 FH0900
 FH0900'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0900'NEEDS TREES CUT TO BE SUITABLE FOR SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0184 ***********************************************************************
 FK0184  DESIGNATION -  S 2
 FK0184  PID         -  FK0184
 FK0184  STATE/COUNTY-  OK/CUSTER
 FK0184  COUNTRY     -  US
 FK0184  USGS QUAD   -  WEATHERFORD (2018)
 FK0184
 FK0184                         *CURRENT SURVEY CONTROL
 FK0184  ______________________________________________________________________
 FK0184* NAD 83(1986) POSITION- 35 31 33.0    (N) 098 42 33.7    (W)   HD_HELD2
 FK0184* NAVD 88 ORTHO HEIGHT -   506.054 (meters)     1660.28  (feet) ADJUSTED
 FK0184  ______________________________________________________________________
 FK0184  GEOID HEIGHT    -        -27.004 (meters)                     GEOID18
 FK0184  DYNAMIC HEIGHT  -        505.551 (meters)     1658.63  (feet) COMP
 FK0184  MODELED GRAVITY -    979,624.9   (mgal)                       NAVD 88
 FK0184
 FK0184  VERT ORDER      -  FIRST     CLASS II
 FK0184
 FK0184.The horizontal coordinates were established by autonomous hand held GPS
 FK0184.observations and have an estimated accuracy of +/- 10 meters.
 FK0184
 FK0184.The orthometric height was determined by differential leveling and
 FK0184.adjusted by the NATIONAL GEODETIC SURVEY
 FK0184.in June 1991.
 FK0184
 FK0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0184.GEOID18 height accuracy estimate available here.
 FK0184
 FK0184.Click photographs - Photos may exist for this station.
 FK0184
 FK0184.The dynamic height is computed by dividing the NAVD 88
 FK0184.geopotential number by the normal gravity value computed on the
 FK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0184.degrees latitude (g = 980.6199 gals.).
 FK0184
 FK0184.The modeled gravity was interpolated from observed gravity values.
 FK0184
 FK0184;                    North         East    Units  Estimated Accuracy
 FK0184;SPC OK N     -    58,578.      535,661.      MT  (+/- 10 meters HH2 GPS)
 FK0184
 FK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2635031397(NAD 83)
 FK0184
 FK0184                          SUPERSEDED SURVEY CONTROL
 FK0184
 FK0184  NGVD 29 (??/??/92)  505.844  (m)         1659.59   (f) ADJ UNCH    1 2
 FK0184
 FK0184.Superseded values are not recommended for survey control.
 FK0184
 FK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0184.See file dsdata.pdf to determine how the superseded data were derived.
 FK0184
 FK0184_MARKER: DB = BENCH MARK DISK
 FK0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0184_SP_SET: BUILDING
 FK0184_STAMPING: 1659.590
 FK0184_MARK LOGO: CGS
 FK0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0184+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 FK0184
 FK0184  HISTORY     - Date     Condition        Report By
 FK0184  HISTORY     - 1909     MONUMENTED       CGS
 FK0184  HISTORY     - 1955     GOOD             CGS
 FK0184  HISTORY     - 20060806 GOOD             GEOCAC
 FK0184
 FK0184                          STATION DESCRIPTION
 FK0184
 FK0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0184'AT WEATHERFORD.
 FK0184'AT WEATHERFORD, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 FK0184'OF BROADWAY AND WEST MAIN STREET, AT THE HUTTOS CLOTHING STORE,
 FK0184'13.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE STORE BUILDING,
 FK0184'1.5 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE STONE
 FK0184'FOUNDATION OF THE EAST SIDE OF THE STORE BUILDING.
 FK0184
 FK0184                          STATION RECOVERY (2006)
 FK0184
 FK0184'RECOVERY NOTE BY GEOCACHING 2006 (BRY)
 FK0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0925 ***********************************************************************
 FH0925  DESIGNATION -  S 200
 FH0925  PID         -  FH0925
 FH0925  STATE/COUNTY-  OK/SEQUOYAH
 FH0925  COUNTRY     -  US
 FH0925  USGS QUAD   -  FORT SMITH (2017)
 FH0925
 FH0925                         *CURRENT SURVEY CONTROL
 FH0925  ______________________________________________________________________
 FH0925* NAD 83(1986) POSITION- 35 24 18.     (N) 094 29 06.     (W)   SCALED
 FH0925* NAVD 88 ORTHO HEIGHT -   129.056 (meters)      423.41  (feet) ADJUSTED
 FH0925  ______________________________________________________________________
 FH0925  GEOID HEIGHT    -        -30.089 (meters)                     GEOID18
 FH0925  DYNAMIC HEIGHT  -        128.935 (meters)      423.01  (feet) COMP
 FH0925  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 FH0925
 FH0925  VERT ORDER      -  FIRST     CLASS II
 FH0925
 FH0925.The horizontal coordinates were scaled from a map and have
 FH0925.an estimated accuracy of +/- 6 seconds.
 FH0925
 FH0925.The orthometric height was determined by differential leveling and
 FH0925.adjusted by the NATIONAL GEODETIC SURVEY
 FH0925.in June 1991.
 FH0925
 FH0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0925.GEOID18 height accuracy estimate available here.
 FH0925
 FH0925.Click photographs - Photos may exist for this station.
 FH0925
 FH0925.The dynamic height is computed by dividing the NAVD 88
 FH0925.geopotential number by the normal gravity value computed on the
 FH0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0925.degrees latitude (g = 980.6199 gals.).
 FH0925
 FH0925.The modeled gravity was interpolated from observed gravity values.
 FH0925
 FH0925;                    North         East    Units  Estimated Accuracy
 FH0925;SPC OK N     -    50,720.      919,230.      MT  (+/- 180 meters Scaled)
 FH0925
 FH0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV651189(NAD 83)
 FH0925
 FH0925                          SUPERSEDED SURVEY CONTROL
 FH0925
 FH0925.No superseded survey control is available for this station.
 FH0925
 FH0925_MARKER: DV = VERTICAL CONTROL DISK
 FH0925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0925_SP_SET: BRIDGE ABUTMENT
 FH0925_STAMPING: S 200 1984
 FH0925_MARK LOGO: NGS
 FH0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0925
 FH0925  HISTORY     - Date     Condition        Report By
 FH0925  HISTORY     - 1984     MONUMENTED       NGS
 FH0925  HISTORY     - 1988     GOOD             USPSQD
 FH0925  HISTORY     - 1989     GOOD             USPSQD
 FH0925  HISTORY     - 1990     GOOD             USPSQD
 FH0925
 FH0925                          STATION DESCRIPTION
 FH0925
 FH0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0925'5.1 KM (3.2 MI) WEST FROM FORT SMITH AR.
 FH0925'5.1 KM (3.2 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE CENTER OF THE
 FH0925'BRIDGE OVER THE ARKANSAS RIVER, AT THE EAST END OF A CONCRETE BRIDGE,
 FH0925'SET IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE IN THE
 FH0925'WESTBOUND LANES, 3.78 KM (2.35 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE
 FH0925'JUNCTION OF INTERSTATE HIGHWAY 40, 14.47 METERS (47.5 FT) NORTH OF THE
 FH0925'CENTERLINE OF THE EASTBOUND LANES, 5.12 METERS (16.8 FT) SOUTH OF THE
 FH0925'CENTERLINE OF THE WESTBOUND LANES, 0.70 METERS (2.3 FT) EAST OF THE
 FH0925'SOUTHWEST CORNER OF A TURN IN THE EAST ABUTMENT, 0.42 METERS (1.4 FT)
 FH0925'WEST OF THE WEST FACE OF A WINGWALL, AND 0.27 METERS (0.9 FT)
 FH0925'NORTHEAST OF THE SOUTHWEST EDGE OF THE ABUTMENT.
 FH0925'THE MARK IS 1.34 M BELOW BRIDGE CURB.
 FH0925
 FH0925                          STATION RECOVERY (1988)
 FH0925
 FH0925'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0925'RECOVERED IN GOOD CONDITION.
 FH0925
 FH0925                          STATION RECOVERY (1989)
 FH0925
 FH0925'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0925'RECOVERED IN GOOD CONDITION.
 FH0925
 FH0925                          STATION RECOVERY (1990)
 FH0925
 FH0925'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1324 ***********************************************************************
 GL1324  DESIGNATION -  S 202
 GL1324  PID         -  GL1324
 GL1324  STATE/COUNTY-  OK/CIMARRON
 GL1324  COUNTRY     -  US
 GL1324  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1324
 GL1324                         *CURRENT SURVEY CONTROL
 GL1324  ______________________________________________________________________
 GL1324* NAD 83(1997) POSITION- 36 47 29.01746(N) 102 31 01.98385(W)   ADJUSTED
 GL1324* NAD 83(1997) ELLIP HT-  1252.605 (meters)        (10/02/98)   ADJUSTED
 GL1324* NAVD 88 ORTHO HEIGHT -  1276.137 (meters)     4186.79  (feet) ADJUSTED
 GL1324  ______________________________________________________________________
 GL1324  GEOID HEIGHT    -        -23.730 (meters)                     GEOID18
 GL1324  NAD 83(1997) X  - -1,108,566.406 (meters)                     COMP
 GL1324  NAD 83(1997) Y  - -4,993,318.362 (meters)                     COMP
 GL1324  NAD 83(1997) Z  -  3,799,629.437 (meters)                     COMP
 GL1324  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 GL1324  DYNAMIC HEIGHT  -       1274.739 (meters)     4182.21  (feet) COMP
 GL1324  MODELED GRAVITY -    979,491.6   (mgal)                       NAVD 88
 GL1324
 GL1324  HORZ ORDER      -  SECOND
 GL1324  VERT ORDER      -  FIRST     CLASS II
 GL1324  ELLP ORDER      -  FOURTH    CLASS I
 GL1324
 GL1324.The horizontal coordinates were established by GPS observations
 GL1324.and adjusted by the National Geodetic Survey in October 1998.
 GL1324
 GL1324.The orthometric height was determined by differential leveling and
 GL1324.adjusted by the NATIONAL GEODETIC SURVEY
 GL1324.in June 1991.
 GL1324
 GL1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1324.GEOID18 height accuracy estimate available here.
 GL1324
 GL1324.Click photographs - Photos may exist for this station.
 GL1324
 GL1324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1324
 GL1324.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1324
 GL1324.The ellipsoidal height was determined by GPS observations
 GL1324.and is referenced to NAD 83.
 GL1324
 GL1324.The dynamic height is computed by dividing the NAVD 88
 GL1324.geopotential number by the normal gravity value computed on the
 GL1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1324.degrees latitude (g = 980.6199 gals.).
 GL1324
 GL1324.The modeled gravity was interpolated from observed gravity values.
 GL1324
 GL1324. The following values were computed from the NAD 83(1997) position.
 GL1324
 GL1324;                    North         East     Units Scale Factor Converg.
 GL1324;SPC OK N     -   208,145.081   196,962.734   MT  1.00000461   -2 39 57.0
 GL1324;SPC OK N     -   682,889.32    646,201.90   sFT  1.00000461   -2 39 57.0
 GL1324;UTM  13      - 4,074,607.028   721,529.990   MT  1.00020463   +1 29 15.2
 GL1324
 GL1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1324!SPC OK N     -   0.99980346  x   1.00000461  =   0.99980807
 GL1324!UTM  13      -   0.99980346  x   1.00020463  =   1.00000805
 GL1324
 GL1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2152974607(NAD 83)
 GL1324
 GL1324                          SUPERSEDED SURVEY CONTROL
 GL1324
 GL1324  NAD 83(1993)-  36 47 29.01706(N)    102 31 01.98362(W) AD(       ) 2
 GL1324  NAD 83(1992)-  36 47 29.02193(N)    102 31 01.99151(W) AD(       ) 2
 GL1324  ELLIP H (12/21/93) 1252.154  (m)                       GP(       ) 4 1
 GL1324  ELLIP H (01/07/93) 1252.312  (m)                       GP(       ) 4 2
 GL1324  NAD 83(1986)-  36 47 29.01886(N)    102 31 01.98221(W) AD(       ) 2
 GL1324  NGVD 29            1275.78   (m)         4185.6    (f) LEVELING    3  
 GL1324
 GL1324.Superseded values are not recommended for survey control.
 GL1324
 GL1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1324.See file dsdata.pdf to determine how the superseded data were derived.
 GL1324
 GL1324_MARKER: F = FLANGE-ENCASED ROD
 GL1324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1324_STAMPING: S 202 1985
 GL1324_MARK LOGO: NGS
 GL1324_PROJECTION: FLUSH
 GL1324_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1324+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 GL1324_ROD/PIPE-DEPTH: 4.0 meters
 GL1324
 GL1324  HISTORY     - Date     Condition        Report By
 GL1324  HISTORY     - 1985     MONUMENTED       NGS
 GL1324  HISTORY     - 19890328 GOOD             NGS
 GL1324  HISTORY     - 20030522 GOOD             OKDOT
 GL1324  HISTORY     - 20190807 MARK NOT FOUND   OKDOT
 GL1324
 GL1324                          STATION DESCRIPTION
 GL1324
 GL1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1324'7.0 KM (4.35 MI) NORTH FROM BOISE CITY.
 GL1324'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GL1324'7.0 KM (4.35 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1324'IN BOISE CITY, 16.5 M (54.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1324'11.9 M (39.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST, AND
 GL1324'1.1 M (3.6 FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES.
 GL1324'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1324'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GL1324
 GL1324                          STATION RECOVERY (1989)
 GL1324
 GL1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GL1324'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 GL1324'FOLLOWS.
 GL1324'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTH OF BOISE CITY.
 GL1324'OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GL1324'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN BOISE CITY, GO
 GL1324'NORTH ON U.S. HIGHWAYS 287,385 AND STATE HIGHWAY 3 FOR 7.0 KM
 GL1324'(4.35 MI) TO A DIRT CROSSROAD AND THE STATION ON THE RIGHT.
 GL1324'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A 5
 GL1324'INCH PVC PIPE CEMENTED IN THE GROUND COVERED BY A STANDARD NGS LOGO
 GL1324'CAP FLUSH WITH THE GROUND.  LOCATED 16.5 M (54.1 FT) EAST OF THE
 GL1324'CENTERLINE OF THE HIGHWAY, 11.9 M (39.0 FT) SOUTH OF THE CENTER OF THE
 GL1324'DIRT ROAD, 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 GL1324'NORTH OF A CARSONITE WITNESS POST.
 GL1324'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GL1324
 GL1324                          STATION RECOVERY (2003)
 GL1324
 GL1324'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (DKW)
 GL1324'RECOVERED AS DESCRIBED
 GL1324
 GL1324                          STATION RECOVERY (2019)
 GL1324
 GL1324'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL1324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1128 ***********************************************************************
 DM1128  DESIGNATION -  S 203
 DM1128  PID         -  DM1128
 DM1128  STATE/COUNTY-  OK/MCCURTAIN
 DM1128  COUNTRY     -  US
 DM1128  USGS QUAD   -  IDABEL (2019)
 DM1128
 DM1128                         *CURRENT SURVEY CONTROL
 DM1128  ______________________________________________________________________
 DM1128* NAD 83(1986) POSITION- 33 53 43.     (N) 094 48 49.     (W)   SCALED
 DM1128* NAVD 88 ORTHO HEIGHT -   149.161 (meters)      489.37  (feet) ADJUSTED
 DM1128  ______________________________________________________________________
 DM1128  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DM1128  DYNAMIC HEIGHT  -        149.010 (meters)      488.88  (feet) COMP
 DM1128  MODELED GRAVITY -    979,621.6   (mgal)                       NAVD 88
 DM1128
 DM1128  VERT ORDER      -  FIRST     CLASS II
 DM1128
 DM1128.The horizontal coordinates were scaled from a map and have
 DM1128.an estimated accuracy of +/- 6 seconds.
 DM1128
 DM1128.The orthometric height was determined by differential leveling and
 DM1128.adjusted by the NATIONAL GEODETIC SURVEY
 DM1128.in June 1991.
 DM1128
 DM1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1128.GEOID18 height accuracy estimate available here.
 DM1128
 DM1128.Click photographs - Photos may exist for this station.
 DM1128
 DM1128.The dynamic height is computed by dividing the NAVD 88
 DM1128.geopotential number by the normal gravity value computed on the
 DM1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1128.degrees latitude (g = 980.6199 gals.).
 DM1128
 DM1128.The modeled gravity was interpolated from observed gravity values.
 DM1128
 DM1128;                    North         East    Units  Estimated Accuracy
 DM1128;SPC OK S     -    66,990.      894,690.      MT  (+/- 180 meters Scaled)
 DM1128
 DM1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT323520(NAD 83)
 DM1128
 DM1128                          SUPERSEDED SURVEY CONTROL
 DM1128
 DM1128.No superseded survey control is available for this station.
 DM1128
 DM1128_MARKER: I = METAL ROD
 DM1128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1128_STAMPING: S 203 1986
 DM1128_MARK LOGO: NGS
 DM1128_PROJECTION: RECESSED 1 CENTIMETERS
 DM1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1128_ROD/PIPE-DEPTH: 6.1 meters
 DM1128
 DM1128  HISTORY     - Date     Condition        Report By
 DM1128  HISTORY     - 1986     MONUMENTED       NGS
 DM1128
 DM1128                          STATION DESCRIPTION
 DM1128
 DM1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1128'IN IDABEL.
 DM1128'IN IDABEL, AT THE JUNCTION OF U.S. HIGHWAY 70 (SOUTHEAST WASHINGTON
 DM1128'STREET) AND SOUTHEAST AVENUE NORTH, 44.8 M (147.0 FT) SOUTH OF THE
 DM1128'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT)
 DM1128'EAST OF THE SOUTHEAST CORNER OF THE BIG T RESTAURANT, 6.3 M (20.7 FT)
 DM1128'WEST OF THE CENTER OF THE AVENUE, 4.0 M (13.1 FT) SOUTH-SOUTHEAST OF A
 DM1128'UTILITY POLE, 2.0 M (6.6 FT) NORTH OF THE NORTH CURB OF A DRIVEWAY,
 DM1128'AND 0.9 M (3.0 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 DM1128'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1128'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0826 ***********************************************************************
 FJ0826  DESIGNATION -  S 204
 FJ0826  PID         -  FJ0826
 FJ0826  STATE/COUNTY-  OK/KINGFISHER
 FJ0826  COUNTRY     -  US
 FJ0826  USGS QUAD   -  DOVER (2018)
 FJ0826
 FJ0826                         *CURRENT SURVEY CONTROL
 FJ0826  ______________________________________________________________________
 FJ0826* NAD 83(1986) POSITION- 35 53 47.     (N) 097 56 00.     (W)   SCALED
 FJ0826* NAVD 88 ORTHO HEIGHT -   325.274 (meters)     1067.17  (feet) ADJUSTED
 FJ0826  ______________________________________________________________________
 FJ0826  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 FJ0826  DYNAMIC HEIGHT  -        324.978 (meters)     1066.20  (feet) COMP
 FJ0826  MODELED GRAVITY -    979,716.4   (mgal)                       NAVD 88
 FJ0826
 FJ0826  VERT ORDER      -  FIRST     CLASS II
 FJ0826
 FJ0826.The horizontal coordinates were scaled from a map and have
 FJ0826.an estimated accuracy of +/- 6 seconds.
 FJ0826
 FJ0826.The orthometric height was determined by differential leveling and
 FJ0826.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0826.in June 1991.
 FJ0826
 FJ0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0826.GEOID18 height accuracy estimate available here.
 FJ0826
 FJ0826.Click photographs - Photos may exist for this station.
 FJ0826
 FJ0826.The dynamic height is computed by dividing the NAVD 88
 FJ0826.geopotential number by the normal gravity value computed on the
 FJ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0826.degrees latitude (g = 980.6199 gals.).
 FJ0826
 FJ0826.The modeled gravity was interpolated from observed gravity values.
 FJ0826
 FJ0826;                    North         East    Units  Estimated Accuracy
 FJ0826;SPC OK N     -    99,460.      606,020.      MT  (+/- 180 meters Scaled)
 FJ0826
 FJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE962729(NAD 83)
 FJ0826
 FJ0826                          SUPERSEDED SURVEY CONTROL
 FJ0826
 FJ0826  NGVD 29 (04/22/92)  325.116  (m)         1066.65   (f) ADJUSTED    1 2
 FJ0826
 FJ0826.Superseded values are not recommended for survey control.
 FJ0826
 FJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0826.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0826
 FJ0826_MARKER: I = METAL ROD
 FJ0826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0826_STAMPING: S 204 1985
 FJ0826_MARK LOGO: NGS
 FJ0826_PROJECTION: FLUSH
 FJ0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0826_ROD/PIPE-DEPTH: 4.9 meters
 FJ0826
 FJ0826  HISTORY     - Date     Condition        Report By
 FJ0826  HISTORY     - 1985     MONUMENTED       NGS
 FJ0826
 FJ0826                          STATION DESCRIPTION
 FJ0826
 FJ0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0826'4.0 KM (2.5 MI) NORTH FROM KINGFISHER.
 FJ0826'3.98 KM (2.47 MI) NORTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT
 FJ0826'KINGFISHER, IN THE CENTER OF A TRIPLE WOOD POST BRACE FOR AN ANGLED
 FJ0826'OFFSET IN THE RIGHT OF WAY FENCE, AT THE NORTH END OF A LONG CUT, 0.21
 FJ0826'KM (0.13 MI) SOUTH OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD, 32.2
 FJ0826'METERS (105.5 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES, 49.5
 FJ0826'METERS (162.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 3 BY 4
 FJ0826'FOOT CONCRETE BOX CULVERT, 3.4 METERS (11 FT) SOUTH OF A TELEPHONE
 FJ0826'CABLE ACCESS BOX C6 AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY
 FJ0826'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0826'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0826'THE MARK IS 0.8 M ABOVE THE SOUTH BOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0573 ***********************************************************************
 GH0573  DESIGNATION -  S 205
 GH0573  PID         -  GH0573
 GH0573  STATE/COUNTY-  OK/GRANT
 GH0573  COUNTRY     -  US
 GH0573  USGS QUAD   -  POND CREEK (2018)
 GH0573
 GH0573                         *CURRENT SURVEY CONTROL
 GH0573  ______________________________________________________________________
 GH0573* NAD 83(1986) POSITION- 36 39 54.     (N) 097 52 24.     (W)   SCALED
 GH0573* NAVD 88 ORTHO HEIGHT -   352.995 (meters)     1158.12  (feet) ADJUSTED
 GH0573  ______________________________________________________________________
 GH0573  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 GH0573  DYNAMIC HEIGHT  -        352.697 (meters)     1157.14  (feet) COMP
 GH0573  MODELED GRAVITY -    979,776.0   (mgal)                       NAVD 88
 GH0573
 GH0573  VERT ORDER      -  FIRST     CLASS II
 GH0573
 GH0573.The horizontal coordinates were scaled from a map and have
 GH0573.an estimated accuracy of +/- 6 seconds.
 GH0573
 GH0573.The orthometric height was determined by differential leveling and
 GH0573.adjusted by the NATIONAL GEODETIC SURVEY
 GH0573.in June 1991.
 GH0573
 GH0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0573.GEOID18 height accuracy estimate available here.
 GH0573
 GH0573.Click photographs - Photos may exist for this station.
 GH0573
 GH0573.The dynamic height is computed by dividing the NAVD 88
 GH0573.geopotential number by the normal gravity value computed on the
 GH0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0573.degrees latitude (g = 980.6199 gals.).
 GH0573
 GH0573.The modeled gravity was interpolated from observed gravity values.
 GH0573
 GH0573;                    North         East    Units  Estimated Accuracy
 GH0573;SPC OK N     -   184,750.      611,320.      MT  (+/- 180 meters Scaled)
 GH0573
 GH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF006583(NAD 83)
 GH0573
 GH0573                          SUPERSEDED SURVEY CONTROL
 GH0573
 GH0573  NGVD 29 (04/22/92)  352.840  (m)         1157.61   (f) ADJUSTED    1 2
 GH0573
 GH0573.Superseded values are not recommended for survey control.
 GH0573
 GH0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0573.See file dsdata.pdf to determine how the superseded data were derived.
 GH0573
 GH0573_MARKER: I = METAL ROD
 GH0573_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH0573_STAMPING: S 205 1985
 GH0573_MARK LOGO: NGS
 GH0573_PROJECTION: FLUSH
 GH0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0573+STABILITY: POSITION/ELEVATION WELL
 GH0573_ROD/PIPE-DEPTH: 6.4 meters
 GH0573_SLEEVE-DEPTH  : 6.1 meters
 GH0573
 GH0573  HISTORY     - Date     Condition        Report By
 GH0573  HISTORY     - 1985     MONUMENTED       NGS
 GH0573  HISTORY     - 20090202 POOR             OKDOT
 GH0573
 GH0573                          STATION DESCRIPTION
 GH0573
 GH0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0573'7.5 KM (4.65 MI) WEST FROM PONDCREEK.
 GH0573'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0573'PONDCREEK, THENCE 6.9 KM (4.25 MI) SOUTH AND WEST ALONG US HIGHWAY 81
 GH0573'AND US HIGHWAY 60, THENCE 0.16 KM (0.1 MI) SOUTH ALONG US HIGHWAY 81,
 GH0573'ALSO 0.96 KM ((0.6 MI) WEST OF THE COUNTY COURTHOUSE IN ENID, THENCE
 GH0573'31.8 KM (19.7 MI) NORTH ALONG US HIGHWAY 81, 36.1 METERS (118.4 FT)
 GH0573'WEST OF THE HIGHWAY CENTERLINE, 1.8 METERS (5.8 FT) EAST OF A FENCE,
 GH0573'17.3 METERS (56.6 FT) NORTH OF A FENCE CORNER, 1.8 METERS (6 FT) SOUTH
 GH0573'OF A 45 DEGREE ANGLED FENCE CORNER POST, 2.4 METERS (7.8 FT)
 GH0573'EAST-SOUTHEAST OF A POWER POLE AND 5.6 METERS (18.3 FT) SOUTHEAST OF
 GH0573'THE SOUTHEAST SUPPORT POST FOR A LARGE BILLBOARD SIGN.  NOTE--ACCESS
 GH0573'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0573'THE MARK IS 1.7 METERS  E FROM  A WITNESS POST
 GH0573'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0573
 GH0573                          STATION RECOVERY (2009)
 GH0573
 GH0573'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0573'MONUMENT HAS BEEN HIT
 GH0573'ROD IS BENT, CASING IS GONE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0621 ***********************************************************************
 GH0621  DESIGNATION -  S 206
 GH0621  PID         -  GH0621
 GH0621  STATE/COUNTY-  OK/GRANT
 GH0621  COUNTRY     -  US
 GH0621  USGS QUAD   -  WAKITA SW (2018)
 GH0621
 GH0621                         *CURRENT SURVEY CONTROL
 GH0621  ______________________________________________________________________
 GH0621* NAD 83(1986) POSITION- 36 52 07.     (N) 097 55 46.     (W)   SCALED
 GH0621* NAVD 88 ORTHO HEIGHT -   354.874 (meters)     1164.28  (feet) ADJUSTED
 GH0621  ______________________________________________________________________
 GH0621  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 GH0621  DYNAMIC HEIGHT  -        354.582 (meters)     1163.32  (feet) COMP
 GH0621  MODELED GRAVITY -    979,795.7   (mgal)                       NAVD 88
 GH0621
 GH0621  VERT ORDER      -  FIRST     CLASS II
 GH0621
 GH0621.The horizontal coordinates were scaled from a map and have
 GH0621.an estimated accuracy of +/- 6 seconds.
 GH0621
 GH0621.The orthometric height was determined by differential leveling and
 GH0621.adjusted by the NATIONAL GEODETIC SURVEY
 GH0621.in June 1991.
 GH0621
 GH0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0621.GEOID18 height accuracy estimate available here.
 GH0621
 GH0621.Click photographs - Photos may exist for this station.
 GH0621
 GH0621.The dynamic height is computed by dividing the NAVD 88
 GH0621.geopotential number by the normal gravity value computed on the
 GH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0621.degrees latitude (g = 980.6199 gals.).
 GH0621
 GH0621.The modeled gravity was interpolated from observed gravity values.
 GH0621
 GH0621;                    North         East    Units  Estimated Accuracy
 GH0621;SPC OK N     -   207,340.      606,290.      MT  (+/- 180 meters Scaled)
 GH0621
 GH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF954808(NAD 83)
 GH0621
 GH0621                          SUPERSEDED SURVEY CONTROL
 GH0621
 GH0621.No superseded survey control is available for this station.
 GH0621
 GH0621_MARKER: I = METAL ROD
 GH0621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0621+WITH SETTING: INFORMATION.
 GH0621_STAMPING: S 206 1985
 GH0621_MARK LOGO: NGS
 GH0621_PROJECTION: FLUSH
 GH0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0621_ROD/PIPE-DEPTH: 2.1 meters
 GH0621
 GH0621  HISTORY     - Date     Condition        Report By
 GH0621  HISTORY     - 1985     MONUMENTED       NGS
 GH0621
 GH0621                          STATION DESCRIPTION
 GH0621
 GH0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0621'24.4 KM (15.15 MI) NW FROM MEDFORD.
 GH0621'17.9 KM (11.1 MI) WEST ALONG STATE ROUTE 11 FROM THE JUNCTION OF US
 GH0621'HIGHWAY 81 AT MEDFORD, THENCE 6.5 KM (4.0 MI) NORTH ALONG STATE ROUTE
 GH0621'11A, AT A CROSSROADS, ALSO 0.72 KM (0.45 MI) WEST ALONG WEST MAIN
 GH0621'STREET FROM THE POST OFFICE IN WAKITA, THENCE 1.6 KM (1.0 MI) SOUTH
 GH0621'ALONG STATE ROUTE 11A, 35.7 METERS (117 FT) WEST OF THE HIGHWAY
 GH0621'CENTERLINE, 8.5 METERS (28 FT) SOUTH OF THE CENTER OF A DIRT ROAD
 GH0621'LEADING WEST, 2.0 METERS (6.7 FT) NORTH OF A WIRE FENCE, 0.61 METER (2
 GH0621'FT) WEST OF A POWER POLE AND 16.5 METERS (54 FT) WEST OF A FENCE
 GH0621'CORNER.  ROD SET TO 7 FEET ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 GH0621'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0621'THE MARK IS 2.0 METERS  N FROM  A WITNESS POST
 GH0621'THE MARK IS 0.6 M ABOVE THE DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0423 ***********************************************************************
 GJ0423  DESIGNATION -  S 207
 GJ0423  PID         -  GJ0423
 GJ0423  STATE/COUNTY-  OK/GRANT
 GJ0423  COUNTRY     -  US
 GJ0423  USGS QUAD   -  MANCHESTER (2018)
 GJ0423
 GJ0423                         *CURRENT SURVEY CONTROL
 GJ0423  ______________________________________________________________________
 GJ0423* NAD 83(1986) POSITION- 36 56 05.     (N) 098 02 14.     (W)   SCALED
 GJ0423* NAVD 88 ORTHO HEIGHT -   361.463 (meters)     1185.90  (feet) ADJUSTED
 GJ0423  ______________________________________________________________________
 GJ0423  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GJ0423  DYNAMIC HEIGHT  -        361.162 (meters)     1184.91  (feet) COMP
 GJ0423  MODELED GRAVITY -    979,786.1   (mgal)                       NAVD 88
 GJ0423
 GJ0423  VERT ORDER      -  FIRST     CLASS II
 GJ0423
 GJ0423.The horizontal coordinates were scaled from a map and have
 GJ0423.an estimated accuracy of +/- 6 seconds.
 GJ0423
 GJ0423.The orthometric height was determined by differential leveling and
 GJ0423.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0423.in June 1991.
 GJ0423
 GJ0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0423.GEOID18 height accuracy estimate available here.
 GJ0423
 GJ0423.Click photographs - Photos may exist for this station.
 GJ0423
 GJ0423.The dynamic height is computed by dividing the NAVD 88
 GJ0423.geopotential number by the normal gravity value computed on the
 GJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0423.degrees latitude (g = 980.6199 gals.).
 GJ0423
 GJ0423.The modeled gravity was interpolated from observed gravity values.
 GJ0423
 GJ0423;                    North         East    Units  Estimated Accuracy
 GJ0423;SPC OK N     -   214,670.      596,680.      MT  (+/- 180 meters Scaled)
 GJ0423
 GJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF857880(NAD 83)
 GJ0423
 GJ0423                          SUPERSEDED SURVEY CONTROL
 GJ0423
 GJ0423.No superseded survey control is available for this station.
 GJ0423
 GJ0423_MARKER: I = METAL ROD
 GJ0423_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GJ0423+WITH SETTING: INFORMATION.
 GJ0423_STAMPING: S 207 1985
 GJ0423_MARK LOGO: NGS
 GJ0423_PROJECTION: FLUSH
 GJ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0423_ROD/PIPE-DEPTH: 2.4 meters
 GJ0423
 GJ0423  HISTORY     - Date     Condition        Report By
 GJ0423  HISTORY     - 1985     MONUMENTED       NGS
 GJ0423
 GJ0423                          STATION DESCRIPTION
 GJ0423
 GJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0423'6.8 KM (4.2 MI) SOUTH FROM MANCHESTER.
 GJ0423'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GJ0423'MANCHESTER, THENCE 6.57 KM (4.08 MI) SOUTH ALONG STATE HIGHWAY 132, AT
 GJ0423'A T JUNCTION IN THE RIGHT OF WAY FENCE, 0.80 KM (0.50 MI) NORTH OF THE
 GJ0423'JUNCTION OF A GRAVEL SECTION LINE ROAD, 12.3 METERS (40.5 FT) EAST OF
 GJ0423'THE HIGHWAY CENTERLINE, 52.3 METERS (171.5 FT) SOUTH OF A POWER POLE,
 GJ0423'40.5 METERS (133 FT) NORTH OF A POWER POLE, 0.5 METER (1.5 FT)
 GJ0423'WEST-SOUTHWEST OF THE BRACED WOOD POST AT THE T JUNCTION IN THE FENCE
 GJ0423'AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  ROD SET TO
 GJ0423'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GJ0423'LOGO CAP.
 GJ0423'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 GJ0423'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0771 ***********************************************************************
 EK0771  DESIGNATION -  S 208
 EK0771  PID         -  EK0771
 EK0771  STATE/COUNTY-  OK/CHOCTAW
 EK0771  COUNTRY     -  US
 EK0771  USGS QUAD   -  SWINK (2019)
 EK0771
 EK0771                         *CURRENT SURVEY CONTROL
 EK0771  ______________________________________________________________________
 EK0771* NAD 83(1986) POSITION- 34 01 07.     (N) 095 12 08.     (W)   SCALED
 EK0771* NAVD 88 ORTHO HEIGHT -   150.112 (meters)      492.49  (feet) ADJUSTED
 EK0771  ______________________________________________________________________
 EK0771  GEOID HEIGHT    -        -28.940 (meters)                     GEOID18
 EK0771  DYNAMIC HEIGHT  -        149.954 (meters)      491.97  (feet) COMP
 EK0771  MODELED GRAVITY -    979,581.3   (mgal)                       NAVD 88
 EK0771
 EK0771  VERT ORDER      -  FIRST     CLASS II
 EK0771
 EK0771.The horizontal coordinates were scaled from a map and have
 EK0771.an estimated accuracy of +/- 6 seconds.
 EK0771
 EK0771.The orthometric height was determined by differential leveling and
 EK0771.adjusted by the NATIONAL GEODETIC SURVEY
 EK0771.in June 1991.
 EK0771
 EK0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0771.GEOID18 height accuracy estimate available here.
 EK0771
 EK0771.Click photographs - Photos may exist for this station.
 EK0771
 EK0771.The dynamic height is computed by dividing the NAVD 88
 EK0771.geopotential number by the normal gravity value computed on the
 EK0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0771.degrees latitude (g = 980.6199 gals.).
 EK0771
 EK0771.The modeled gravity was interpolated from observed gravity values.
 EK0771
 EK0771;                    North         East    Units  Estimated Accuracy
 EK0771;SPC OK S     -    79,600.      858,380.      MT  (+/- 180 meters Scaled)
 EK0771
 EK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT966664(NAD 83)
 EK0771
 EK0771                          SUPERSEDED SURVEY CONTROL
 EK0771
 EK0771.No superseded survey control is available for this station.
 EK0771
 EK0771_MARKER: I = METAL ROD
 EK0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0771_STAMPING: S 208 1986
 EK0771_MARK LOGO: NGS
 EK0771_PROJECTION: RECESSED 1 CENTIMETERS
 EK0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0771_ROD/PIPE-DEPTH: 3.1 meters
 EK0771
 EK0771  HISTORY     - Date     Condition        Report By
 EK0771  HISTORY     - 1986     MONUMENTED       NGS
 EK0771
 EK0771                          STATION DESCRIPTION
 EK0771
 EK0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0771'IN SWINK.
 EK0771'IN SWINK, AT THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD AND MAIN
 EK0771'STREET, 58.0 M (190.3 FT) SOUTH OF THE NEAR RAIL, 12.7 M (41.7 FT)
 EK0771'SOUTH OF THE SOUTHWEST CORNER OF THE POST OFFICE, 8.4 M (27.6 FT) EAST
 EK0771'OF THE CENTER OF THE STREET, AND 1.0 M (3.3 FT) EAST OF A UTILITY
 EK0771'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0771'THE MARK IS ABOVE LEVEL WITH THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0802 ***********************************************************************
 EK0802  DESIGNATION -  S 209
 EK0802  PID         -  EK0802
 EK0802  STATE/COUNTY-  OK/CHOCTAW
 EK0802  COUNTRY     -  US
 EK0802  USGS QUAD   -  BOSWELL (2018)
 EK0802
 EK0802                         *CURRENT SURVEY CONTROL
 EK0802  ______________________________________________________________________
 EK0802* NAD 83(1986) POSITION- 34 01 39.     (N) 095 51 43.     (W)   SCALED
 EK0802* NAVD 88 ORTHO HEIGHT -   178.572 (meters)      585.87  (feet) ADJUSTED
 EK0802  ______________________________________________________________________
 EK0802  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 EK0802  DYNAMIC HEIGHT  -        178.383 (meters)      585.24  (feet) COMP
 EK0802  MODELED GRAVITY -    979,577.2   (mgal)                       NAVD 88
 EK0802
 EK0802  VERT ORDER      -  FIRST     CLASS II
 EK0802
 EK0802.The horizontal coordinates were scaled from a map and have
 EK0802.an estimated accuracy of +/- 6 seconds.
 EK0802
 EK0802.The orthometric height was determined by differential leveling and
 EK0802.adjusted by the NATIONAL GEODETIC SURVEY
 EK0802.in June 1991.
 EK0802
 EK0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0802.GEOID18 height accuracy estimate available here.
 EK0802
 EK0802.Click photographs - Photos may exist for this station.
 EK0802
 EK0802.The dynamic height is computed by dividing the NAVD 88
 EK0802.geopotential number by the normal gravity value computed on the
 EK0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0802.degrees latitude (g = 980.6199 gals.).
 EK0802
 EK0802.The modeled gravity was interpolated from observed gravity values.
 EK0802
 EK0802;                    North         East    Units  Estimated Accuracy
 EK0802;SPC OK S     -    79,090.      797,440.      MT  (+/- 180 meters Scaled)
 EK0802
 EK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT357689(NAD 83)
 EK0802
 EK0802                          SUPERSEDED SURVEY CONTROL
 EK0802
 EK0802.No superseded survey control is available for this station.
 EK0802
 EK0802_MARKER: I = METAL ROD
 EK0802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0802_STAMPING: S 209 1986
 EK0802_MARK LOGO: NGS
 EK0802_PROJECTION: FLUSH
 EK0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0802+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 EK0802_ROD/PIPE-DEPTH: 4.3 meters
 EK0802
 EK0802  HISTORY     - Date     Condition        Report By
 EK0802  HISTORY     - 1986     MONUMENTED       NGS
 EK0802  HISTORY     - 20020918 GOOD             INDIV
 EK0802
 EK0802                          STATION DESCRIPTION
 EK0802
 EK0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0802'IN BOSWELL.
 EK0802'IN BOSWELL, AT THE INTERSECTION OF U.S. HIGHWAY 70 (HUNTER AVENUE) AND
 EK0802'11TH STREET, 24.9 M (81.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EK0802'9.5 M (31.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO
 EK0802'HOUSE, 9.1 M (29.9 FT) EAST OF THE CENTER OF THE STREET, 6.9 M (22 FT)
 EK0802'NORTH OF A FIRE HYDRANT, AND 1.0 M (3.3 FT) NORTH OF UTILITY POLE
 EK0802'NUMBER 60.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EK0802'CAP.
 EK0802'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 EK0802'THE MARK IS ABOVE LEVEL WITH THE STREET.
 EK0802
 EK0802                          STATION RECOVERY (2002)
 EK0802
 EK0802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 EK0802'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0644 ***********************************************************************
 EL0644  FBN         -  This is a Federal Base Network Control Station.
 EL0644  DESIGNATION -  S 210
 EL0644  PID         -  EL0644
 EL0644  STATE/COUNTY-  OK/JEFFERSON
 EL0644  COUNTRY     -  US
 EL0644  USGS QUAD   -  WAURIKA EAST (2018)
 EL0644
 EL0644                         *CURRENT SURVEY CONTROL
 EL0644  ______________________________________________________________________
 EL0644* NAD 83(2011) POSITION- 34 09 27.85630(N) 097 58 54.34340(W)   ADJUSTED
 EL0644* NAD 83(2011) ELLIP HT-   262.584 (meters)        (06/27/12)   ADJUSTED
 EL0644* NAD 83(2011) EPOCH   -  2010.00
 EL0644* NAVD 88 ORTHO HEIGHT -   288.236 (meters)      945.65  (feet) ADJUSTED
 EL0644  ______________________________________________________________________
 EL0644  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 EL0644  NAD 83(2011) X  -   -733,679.425 (meters)                     COMP
 EL0644  NAD 83(2011) Y  - -5,232,485.009 (meters)                     COMP
 EL0644  NAD 83(2011) Z  -  3,561,086.086 (meters)                     COMP
 EL0644  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 EL0644  DYNAMIC HEIGHT  -        287.945 (meters)      944.70  (feet) COMP
 EL0644  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 EL0644
 EL0644  VERT ORDER      -  FIRST     CLASS II
 EL0644
 EL0644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0644  Standards:
 EL0644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0644  -------------------------------------------------------------------
 EL0644  NETWORK    0.74   1.53           0.32   0.28   0.78      0.00682470
 EL0644  -------------------------------------------------------------------
 EL0644  Click here for local accuracies and other accuracy information.
 EL0644
 EL0644.The horizontal coordinates were established by GPS observations
 EL0644.and adjusted by the National Geodetic Survey in June 2012.
 EL0644
 EL0644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0644.been affixed to the stable North American tectonic plate. See 
 EL0644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0644
 EL0644.The horizontal coordinates are valid at the epoch date displayed above
 EL0644.which is a decimal equivalence of Year/Month/Day.
 EL0644
 EL0644.The orthometric height was determined by differential leveling and
 EL0644.adjusted by the NATIONAL GEODETIC SURVEY
 EL0644.in June 1991.
 EL0644
 EL0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0644.GEOID18 height accuracy estimate available here.
 EL0644
 EL0644.Click photographs - Photos may exist for this station.
 EL0644
 EL0644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0644
 EL0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0644
 EL0644.The ellipsoidal height was determined by GPS observations
 EL0644.and is referenced to NAD 83.
 EL0644
 EL0644.The dynamic height is computed by dividing the NAVD 88
 EL0644.geopotential number by the normal gravity value computed on the
 EL0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0644.degrees latitude (g = 980.6199 gals.).
 EL0644
 EL0644.The modeled gravity was interpolated from observed gravity values.
 EL0644
 EL0644. The following values were computed from the NAD 83(2011) position.
 EL0644
 EL0644;                    North         East     Units Scale Factor Converg.
 EL0644;SPC OK S     -    91,445.931   601,681.726   MT  0.99996347   +0 00 37.3
 EL0644;SPC OK S     -   300,018.86  1,974,017.46   sFT  0.99996347   +0 00 37.3
 EL0644;UTM  14      - 3,780,114.172   593,859.743   MT  0.99970859   +0 34 18.3
 EL0644
 EL0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0644!SPC OK S     -   0.99995878  x   0.99996347  =   0.99992225
 EL0644!UTM  14      -   0.99995878  x   0.99970859  =   0.99966738
 EL0644
 EL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9385980114(NAD 83)
 EL0644
 EL0644                          SUPERSEDED SURVEY CONTROL
 EL0644
 EL0644  NAD 83(2007)-  34 09 27.85621(N)    097 58 54.34390(W) AD(2002.00) 0
 EL0644  ELLIP H (02/10/07)  262.605  (m)                       GP(2002.00)    
 EL0644  ELLIP H (06/09/00)  262.607  (m)                       GP(       ) 2 2
 EL0644  NAD 83(1993)-  34 09 27.85594(N)    097 58 54.34413(W) AD(       ) B
 EL0644  ELLIP H (05/09/94)  262.675  (m)                       GP(       ) 4 2
 EL0644  NAVD 88             288.24   (m)          945.7    (f) LEVELING    3  
 EL0644
 EL0644.Superseded values are not recommended for survey control.
 EL0644
 EL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0644.See file dsdata.pdf to determine how the superseded data were derived.
 EL0644
 EL0644_MARKER: F = FLANGE-ENCASED ROD
 EL0644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL0644_STAMPING: S 210 1986
 EL0644_MARK LOGO: NGS
 EL0644_PROJECTION: FLUSH
 EL0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0644+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 EL0644_ROD/PIPE-DEPTH: 9.8 meters
 EL0644_SLEEVE-DEPTH  : 9.1 meters
 EL0644
 EL0644  HISTORY     - Date     Condition        Report By
 EL0644  HISTORY     - 1986     MONUMENTED       NGS
 EL0644  HISTORY     - 19930411 GOOD             NGS
 EL0644  HISTORY     - 19990317 GOOD             TXDOT
 EL0644  HISTORY     - 19990819 GOOD             NGS
 EL0644  HISTORY     - 20120816 GOOD             WOOLPT
 EL0644  HISTORY     - 20180801 GOOD             OKDOT
 EL0644
 EL0644                          STATION DESCRIPTION
 EL0644
 EL0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0644'IN WAURIKA.
 EL0644'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 EL0644'IN WAURIKA, AT THE INTERSECTION OF U.S. HIGHWAYS 81 AND 70, 62.8 M
 EL0644'(206.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 EL0644'HIGHWAY 70, 16.9 M (55.4 FT) EAST OF THE NORTH BOUND LANES OF U.S.
 EL0644'HIGHWAY 81, 5.6 M (18.4 FT) SOUTHWEST OF UTILITY POLE NUMBER 4824, AND
 EL0644'4.4 M (14.4 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 EL0644'IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0644'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 EL0644
 EL0644                          STATION RECOVERY (1993)
 EL0644
 EL0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EL0644'NOTE--ROD SHOULD HAVE A PUNCH HOLE TOP CENTER IF USED FOR GPS
 EL0644'OBSERVATIONS.
 EL0644'STATION IS LOCATED ABOUT 1 KM (0.60 MI) EAST OF WAURIKA, IN THE
 EL0644'SOUTHEAST ANGLE OF THE JUNCTION OF US HIGHWAYS 70 AND 81, ALONG THE
 EL0644'RIGHT-OF-WAY OF HIGHWAY 81, NEAR A FENCE CORNER.  OWNERSHIP--OKLAHOMA
 EL0644'DEPARTMENT OF TRANSPORTATION.
 EL0644'TO REACH FROM THE JUNCTION OF HIGHWAYS 70 AND 81 ON THE EAST SIDE OF
 EL0644'WAURIKA, GO SOUTH ON HIGHWAY 81 FOR 0.07 KM (0.05 MI) TO THE STATION
 EL0644'ON THE LEFT.  CONTINUE AHEAD TO A CROSSOVER, THEN RETURN TO STATION.
 EL0644'STATION MARK IS THE TOP CENTER OF A STEEL ROD ENCASED IN A PVC PIPE
 EL0644'WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EL0644'16.7 M (54.8 FT) EAST OF THE CENTER OF, AND LEVEL WITH THE CENTER OF
 EL0644'THE NORTHBOUND LANES, 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS
 EL0644'POST IN THE RIGHT-OF-WAY FENCE, 5.7 M (18.7 FT) SOUTH-SOUTHEAST OF
 EL0644'POWERLINE POLE 48 24, 4.3 M (14.1 FT) SOUTH OF A FENCE CORNER POST,
 EL0644'ABOUT 62 M (203.4 FT) SOUTH OF THE EASTBOUND LANES OF HIGHWAY 70,
 EL0644'1.16 M (3.81 FT) NORTHEAST AN ODOT METAL WITNESS POST, AND 1.03 M
 EL0644'(3.38 FT) SOUTHEAST OF AN ODOT METAL WITNESS POST.
 EL0644
 EL0644                          STATION RECOVERY (1999)
 EL0644
 EL0644'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 EL0644'NOTE-THERE IS NOW A PUNCH MARK IN THE TOP CENTER OF THE STAINLESS
 EL0644'STEEL ROD.
 EL0644
 EL0644                          STATION RECOVERY (1999)
 EL0644
 EL0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EL0644'RECOVERED AS DESCRIBED.
 EL0644
 EL0644                          STATION RECOVERY (2012)
 EL0644
 EL0644'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BJM)
 EL0644'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EL0644
 EL0644                          STATION RECOVERY (2018)
 EL0644
 EL0644'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (RD)
 EL0644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0680 ***********************************************************************
 EL0680  DESIGNATION -  S 211
 EL0680  PID         -  EL0680
 EL0680  STATE/COUNTY-  OK/GRADY
 EL0680  COUNTRY     -  US
 EL0680  USGS QUAD   -  MARLOW (2018)
 EL0680
 EL0680                         *CURRENT SURVEY CONTROL
 EL0680  ______________________________________________________________________
 EL0680* NAD 83(1986) POSITION- 34 41 46.20   (N) 097 57 28.10   (W)   HD_HELD1
 EL0680* NAVD 88 ORTHO HEIGHT -   405.045 (meters)     1328.89  (feet) ADJUSTED
 EL0680  ______________________________________________________________________
 EL0680  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 EL0680  DYNAMIC HEIGHT  -        404.623 (meters)     1327.50  (feet) COMP
 EL0680  MODELED GRAVITY -    979,582.4   (mgal)                       NAVD 88
 EL0680
 EL0680  VERT ORDER      -  FIRST     CLASS II
 EL0680
 EL0680.The horizontal coordinates were determined by differentially corrected
 EL0680.hand held GPS observations or other comparable positioning techniques
 EL0680.and have an estimated accuracy of +/- 3 meters.
 EL0680
 EL0680.The orthometric height was determined by differential leveling and
 EL0680.adjusted by the NATIONAL GEODETIC SURVEY
 EL0680.in June 1991.
 EL0680
 EL0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0680.GEOID18 height accuracy estimate available here.
 EL0680
 EL0680.Click photographs - Photos may exist for this station.
 EL0680
 EL0680.The dynamic height is computed by dividing the NAVD 88
 EL0680.geopotential number by the normal gravity value computed on the
 EL0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0680.degrees latitude (g = 980.6199 gals.).
 EL0680
 EL0680.The modeled gravity was interpolated from observed gravity values.
 EL0680
 EL0680;                    North         East    Units  Estimated Accuracy
 EL0680;SPC OK S     -   151,171.2     603,865.8     MT  (+/- 3 meters HH1 GPS) 
 EL0680
 EL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9545439844(NAD 83)
 EL0680
 EL0680                          SUPERSEDED SURVEY CONTROL
 EL0680
 EL0680.No superseded survey control is available for this station.
 EL0680
 EL0680_MARKER: I = METAL ROD
 EL0680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0680+WITH SETTING: INFORMATION.
 EL0680_STAMPING: S 211 1986
 EL0680_MARK LOGO: NGS
 EL0680_PROJECTION: FLUSH
 EL0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0680_ROD/PIPE-DEPTH: 1.5 meters
 EL0680
 EL0680  HISTORY     - Date     Condition        Report By
 EL0680  HISTORY     - 1986     MONUMENTED       NGS
 EL0680
 EL0680                          STATION DESCRIPTION
 EL0680
 EL0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0680'24.1 KM (15.0 MI) NORTH FROM DUNCAN.
 EL0680'24.1 KM (15.0 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0680'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 28.4
 EL0680'M (93.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.3 M (27.2 FT)
 EL0680'EAST OF AN IRON PIPE FENCE CORNER, 5.9 M (19.4 FT) SOUTH OF THE CENTER
 EL0680'OF A GRAVELED ROAD LEADING EAST, AND 1.4 M (4.6 FT) WEST OF A UTILITY
 EL0680'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0680'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EL0680'THE MARK IS 0.4 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0964 ***********************************************************************
 DN0964  DESIGNATION -  S 212
 DN0964  PID         -  DN0964
 DN0964  STATE/COUNTY-  OK/BRYAN
 DN0964  COUNTRY     -  US
 DN0964  USGS QUAD   -  DURANT SOUTH (2018)
 DN0964
 DN0964                         *CURRENT SURVEY CONTROL
 DN0964  ______________________________________________________________________
 DN0964* NAD 83(1986) POSITION- 33 54 40.     (N) 096 27 36.     (W)   SCALED
 DN0964* NAVD 88 ORTHO HEIGHT -   229.811 (meters)      753.97  (feet) ADJUSTED
 DN0964  ______________________________________________________________________
 DN0964  GEOID HEIGHT    -        -26.546 (meters)                     GEOID18
 DN0964  DYNAMIC HEIGHT  -        229.568 (meters)      753.17  (feet) COMP
 DN0964  MODELED GRAVITY -    979,574.0   (mgal)                       NAVD 88
 DN0964
 DN0964  VERT ORDER      -  FIRST     CLASS II
 DN0964
 DN0964.The horizontal coordinates were scaled from a map and have
 DN0964.an estimated accuracy of +/- 6 seconds.
 DN0964
 DN0964.The orthometric height was determined by differential leveling and
 DN0964.adjusted by the NATIONAL GEODETIC SURVEY
 DN0964.in June 1991.
 DN0964
 DN0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0964.GEOID18 height accuracy estimate available here.
 DN0964
 DN0964.Click photographs - Photos may exist for this station.
 DN0964
 DN0964.The dynamic height is computed by dividing the NAVD 88
 DN0964.geopotential number by the normal gravity value computed on the
 DN0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0964.degrees latitude (g = 980.6199 gals.).
 DN0964
 DN0964.The modeled gravity was interpolated from observed gravity values.
 DN0964
 DN0964;                    North         East    Units  Estimated Accuracy
 DN0964;SPC OK S     -    65,180.      742,420.      MT  (+/- 180 meters Scaled)
 DN0964
 DN0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC348552(NAD 83)
 DN0964
 DN0964                          SUPERSEDED SURVEY CONTROL
 DN0964
 DN0964.No superseded survey control is available for this station.
 DN0964
 DN0964_MARKER: I = METAL ROD
 DN0964_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0964+WITH SETTING: INFORMATION.
 DN0964_STAMPING: S 212 1986
 DN0964_MARK LOGO: NGS
 DN0964_PROJECTION: FLUSH
 DN0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0964_ROD/PIPE-DEPTH: 2.7 meters
 DN0964
 DN0964  HISTORY     - Date     Condition        Report By
 DN0964  HISTORY     - 1986     MONUMENTED       NGS
 DN0964
 DN0964                          STATION DESCRIPTION
 DN0964
 DN0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0964'11.8 KM (7.35 MI) SW FROM DURANT.
 DN0964'11.8 KM (7.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0964'AND U.S. HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT,
 DN0964'34.1 M (111.9 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD LEADING WEST
 DN0964'TO THE TOWN OF PLATTER, 18.3 M (60.0 FT) NORTHWEST OF THE CENTERLINE
 DN0964'THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 4.1 M (13.5 FT)
 DN0964'NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0964'THROUGH A 5-INCH LOGO CAP.
 DN0964'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DN0964'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0648 ***********************************************************************
 EL0648  DESIGNATION -  S 213
 EL0648  PID         -  EL0648
 EL0648  STATE/COUNTY-  OK/JEFFERSON
 EL0648  COUNTRY     -  US
 EL0648  USGS QUAD   -  WAURIKA EAST (2018)
 EL0648
 EL0648                         *CURRENT SURVEY CONTROL
 EL0648  ______________________________________________________________________
 EL0648* NAD 83(1986) POSITION- 34 12 46.     (N) 097 58 57.     (W)   SCALED
 EL0648* NAVD 88 ORTHO HEIGHT -   285.812 (meters)      937.70  (feet) ADJUSTED
 EL0648  ______________________________________________________________________
 EL0648  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 EL0648  DYNAMIC HEIGHT  -        285.525 (meters)      936.76  (feet) COMP
 EL0648  MODELED GRAVITY -    979,621.9   (mgal)                       NAVD 88
 EL0648
 EL0648  VERT ORDER      -  FIRST     CLASS II
 EL0648
 EL0648.The horizontal coordinates were scaled from a map and have
 EL0648.an estimated accuracy of +/- 6 seconds.
 EL0648
 EL0648.The orthometric height was determined by differential leveling and
 EL0648.adjusted by the NATIONAL GEODETIC SURVEY
 EL0648.in June 1991.
 EL0648
 EL0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0648.GEOID18 height accuracy estimate available here.
 EL0648
 EL0648.Click photographs - Photos may exist for this station.
 EL0648
 EL0648.The dynamic height is computed by dividing the NAVD 88
 EL0648.geopotential number by the normal gravity value computed on the
 EL0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0648.degrees latitude (g = 980.6199 gals.).
 EL0648
 EL0648.The modeled gravity was interpolated from observed gravity values.
 EL0648
 EL0648;                    North         East    Units  Estimated Accuracy
 EL0648;SPC OK S     -    97,550.      601,610.      MT  (+/- 180 meters Scaled)
 EL0648
 EL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC937862(NAD 83)
 EL0648
 EL0648                          SUPERSEDED SURVEY CONTROL
 EL0648
 EL0648.No superseded survey control is available for this station.
 EL0648
 EL0648_MARKER: I = METAL ROD
 EL0648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0648+WITH SETTING: INFORMATION.
 EL0648_STAMPING: S 213 1986
 EL0648_MARK LOGO: NGS
 EL0648_PROJECTION: PROJECTING 3 CENTIMETERS
 EL0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0648_ROD/PIPE-DEPTH: 2.9 meters
 EL0648
 EL0648  HISTORY     - Date     Condition        Report By
 EL0648  HISTORY     - 1986     MONUMENTED       NGS
 EL0648
 EL0648                          STATION DESCRIPTION
 EL0648
 EL0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0648'6.0 KM (3.7 MI) NORTH FROM WAURIKA.
 EL0648'6.0 KM (3.75 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0648'WITH U.S. HIGHWAY 70 IN WAURIKA, 0.1 KM (0.05 MI) NORTHEAST OF THE
 EL0648'LARGER 1 OF 3 FARM PONDS, 19.0 M (62.3 FT) WEST OF THE CENTERLINE OF
 EL0648'THE HIGHWAY, AND 2.4 M (7.9 FT) SOUTHWEST OF A UTILITY POLE.
 EL0648'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0648'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0648'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0784 ***********************************************************************
 FJ0784  DESIGNATION -  S 214
 FJ0784  PID         -  FJ0784
 FJ0784  STATE/COUNTY-  OK/GRADY
 FJ0784  COUNTRY     -  US
 FJ0784  USGS QUAD   -  CHICKASHA (2018)
 FJ0784
 FJ0784                         *CURRENT SURVEY CONTROL
 FJ0784  ______________________________________________________________________
 FJ0784* NAD 83(1986) POSITION- 35 04 23.59   (N) 097 57 39.52   (W)   HD_HELD1
 FJ0784* NAVD 88 ORTHO HEIGHT -   333.890 (meters)     1095.44  (feet) ADJUSTED
 FJ0784  ______________________________________________________________________
 FJ0784  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 FJ0784  DYNAMIC HEIGHT  -        333.559 (meters)     1094.35  (feet) COMP
 FJ0784  MODELED GRAVITY -    979,634.5   (mgal)                       NAVD 88
 FJ0784
 FJ0784  VERT ORDER      -  FIRST     CLASS II
 FJ0784
 FJ0784.The horizontal coordinates were determined by differentially corrected
 FJ0784.hand held GPS observations or other comparable positioning techniques
 FJ0784.and have an estimated accuracy of +/- 3 meters.
 FJ0784
 FJ0784.The orthometric height was determined by differential leveling and
 FJ0784.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0784.in June 1991.
 FJ0784
 FJ0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0784.GEOID18 height accuracy estimate available here.
 FJ0784
 FJ0784.Click photographs - Photos may exist for this station.
 FJ0784
 FJ0784.The dynamic height is computed by dividing the NAVD 88
 FJ0784.geopotential number by the normal gravity value computed on the
 FJ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0784.degrees latitude (g = 980.6199 gals.).
 FJ0784
 FJ0784.The modeled gravity was interpolated from observed gravity values.
 FJ0784
 FJ0784;                    North         East    Units  Estimated Accuracy
 FJ0784;SPC OK S     -   192,998.7     603,559.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0784
 FJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9472981656(NAD 83)
 FJ0784
 FJ0784                          SUPERSEDED SURVEY CONTROL
 FJ0784
 FJ0784.No superseded survey control is available for this station.
 FJ0784
 FJ0784_MARKER: I = METAL ROD
 FJ0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0784_STAMPING: S 214 1986
 FJ0784_MARK LOGO: NGS
 FJ0784_PROJECTION: PROJECTING 3 CENTIMETERS
 FJ0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0784+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 FJ0784_ROD/PIPE-DEPTH: 18.3 meters
 FJ0784
 FJ0784  HISTORY     - Date     Condition        Report By
 FJ0784  HISTORY     - 1986     MONUMENTED       NGS
 FJ0784  HISTORY     - 20080401 GOOD             AIRDAT
 FJ0784
 FJ0784                          STATION DESCRIPTION
 FJ0784
 FJ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0784'4.2 KM (2.6 MI) NORTH FROM CHICKASHA.
 FJ0784'4.2 KM (2.6 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0784'BUILDING IN CHICKASHA, 58.8 M (192.9 FT) EAST OF THE CENTERLINE OF THE
 FJ0784'HIGHWAY, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, AND
 FJ0784'3.5 M (11.5 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 FJ0784'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0784'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 FJ0784'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 FJ0784
 FJ0784                          STATION RECOVERY (2008)
 FJ0784
 FJ0784'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FJ0784'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1377 ***********************************************************************
 FJ1377  DESIGNATION -  S 215
 FJ1377  PID         -  FJ1377
 FJ1377  STATE/COUNTY-  OK/CLEVELAND
 FJ1377  COUNTRY     -  US
 FJ1377  USGS QUAD   -  NORMAN (2018)
 FJ1377
 FJ1377                         *CURRENT SURVEY CONTROL
 FJ1377  ______________________________________________________________________
 FJ1377* NAD 83(1986) POSITION- 35 11 53.     (N) 097 29 41.     (W)   SCALED
 FJ1377* NAVD 88 ORTHO HEIGHT -   335.827 (meters)     1101.79  (feet) ADJUSTED
 FJ1377  ______________________________________________________________________
 FJ1377  GEOID HEIGHT    -        -26.507 (meters)                     GEOID18
 FJ1377  DYNAMIC HEIGHT  -        335.500 (meters)     1100.72  (feet) COMP
 FJ1377  MODELED GRAVITY -    979,651.6   (mgal)                       NAVD 88
 FJ1377
 FJ1377  VERT ORDER      -  FIRST     CLASS II
 FJ1377
 FJ1377.The horizontal coordinates were scaled from a map and have
 FJ1377.an estimated accuracy of +/- 6 seconds.
 FJ1377
 FJ1377.The orthometric height was determined by differential leveling and
 FJ1377.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1377.in August 1994.
 FJ1377
 FJ1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1377.GEOID18 height accuracy estimate available here.
 FJ1377
 FJ1377.Click photographs - Photos may exist for this station.
 FJ1377
 FJ1377.The dynamic height is computed by dividing the NAVD 88
 FJ1377.geopotential number by the normal gravity value computed on the
 FJ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1377.degrees latitude (g = 980.6199 gals.).
 FJ1377
 FJ1377.The modeled gravity was interpolated from observed gravity values.
 FJ1377
 FJ1377;                    North         East    Units  Estimated Accuracy
 FJ1377;SPC OK S     -   206,960.      646,010.      MT  (+/- 180 meters Scaled)
 FJ1377
 FJ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD370960(NAD 83)
 FJ1377
 FJ1377                          SUPERSEDED SURVEY CONTROL
 FJ1377
 FJ1377.No superseded survey control is available for this station.
 FJ1377
 FJ1377_MARKER: I = METAL ROD
 FJ1377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1377_STAMPING: S 215 1994
 FJ1377_MARK LOGO: NGS
 FJ1377_PROJECTION: FLUSH
 FJ1377_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1377+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1377_ROD/PIPE-DEPTH: 10.6 meters
 FJ1377
 FJ1377  HISTORY     - Date     Condition        Report By
 FJ1377  HISTORY     - 1994     MONUMENTED       NGS
 FJ1377
 FJ1377                          STATION DESCRIPTION
 FJ1377
 FJ1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1377'2.2 KM (1.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 35 FROM THE
 FJ1377'JUNCTION OF STATE HIGHWAY 9 EAST IN NORMAN (EXIT 108 A), THENCE 0.8
 FJ1377'KM (0.50 MI) NORTHERLY ALONG THE WEST SERVICE ROAD (EXIT 106), THENCE
 FJ1377'1.0 KM (0.60 MI) NORTHERLY ACROSS A YARD AND ALONG A GRAVELED ROAD,
 FJ1377'15.2 M (49.9 FT) WEST OF AND LEVEL WITH THE ROAD CENTER, 1.2 M
 FJ1377'(3.9 FT) EAST OF THE MOST EASTERLY OF 2 UTILITY POLES (2ND SET SOUTH
 FJ1377'OF THE RIVER), AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST. NOTE--THE
 FJ1377'MONUMENT IS ON PROPERTY OWNED BY SAND EXPRESS INCORPORATED,
 FJ1377'CONTACT--GENE FOLLOWWILL--MANAGER, TELEPHONE NUMBER (405) 360-1911.
 FJ1377'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1402 ***********************************************************************
 FJ1402  DESIGNATION -  S 216
 FJ1402  PID         -  FJ1402
 FJ1402  STATE/COUNTY-  OK/OKLAHOMA
 FJ1402  COUNTRY     -  US
 FJ1402  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1402
 FJ1402                         *CURRENT SURVEY CONTROL
 FJ1402  ______________________________________________________________________
 FJ1402* NAD 83(1986) POSITION- 35 26 48.9    (N) 097 29 41.3    (W)   HD_HELD2
 FJ1402* NAVD 88 ORTHO HEIGHT -   368.436 (meters)     1208.78  (feet) ADJUSTED
 FJ1402  ______________________________________________________________________
 FJ1402  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 FJ1402  DYNAMIC HEIGHT  -        368.083 (meters)     1207.62  (feet) COMP
 FJ1402  MODELED GRAVITY -    979,665.4   (mgal)                       NAVD 88
 FJ1402
 FJ1402  VERT ORDER      -  FIRST     CLASS II
 FJ1402
 FJ1402.The horizontal coordinates were established by autonomous hand held GPS
 FJ1402.observations and have an estimated accuracy of +/- 10 meters.
 FJ1402
 FJ1402.The orthometric height was determined by differential leveling and
 FJ1402.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1402.in August 1994.
 FJ1402
 FJ1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1402.GEOID18 height accuracy estimate available here.
 FJ1402
 FJ1402.Click photographs - Photos may exist for this station.
 FJ1402
 FJ1402.The dynamic height is computed by dividing the NAVD 88
 FJ1402.geopotential number by the normal gravity value computed on the
 FJ1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1402.degrees latitude (g = 980.6199 gals.).
 FJ1402
 FJ1402.The modeled gravity was interpolated from observed gravity values.
 FJ1402
 FJ1402;                    North         East    Units  Estimated Accuracy
 FJ1402;SPC OK N     -    49,706.      645,867.      MT  (+/- 10 meters HH2 GPS)
 FJ1402
 FJ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3660523647(NAD 83)
 FJ1402
 FJ1402                          SUPERSEDED SURVEY CONTROL
 FJ1402
 FJ1402.No superseded survey control is available for this station.
 FJ1402
 FJ1402_MARKER: I = METAL ROD
 FJ1402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1402+WITH SETTING: INFORMATION.
 FJ1402_STAMPING: S 216 1994
 FJ1402_MARK LOGO: NGS
 FJ1402_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1402+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1402
 FJ1402  HISTORY     - Date     Condition        Report By
 FJ1402  HISTORY     - 1994     MONUMENTED       NGS
 FJ1402  HISTORY     - 20110623 GOOD             GEOCAC
 FJ1402
 FJ1402                          STATION DESCRIPTION
 FJ1402
 FJ1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1402'IN OKLAHOMA CITY, NEAR THE NORTHEAST CORNER OF THE PARKING LOT OF THE
 FJ1402'SOUTHERN TEMPLE BAPTIST CHURCH AT 1821 SOUTH HIGH AVENUE, A METAL
 FJ1402'ROD DRIVEN 2.1 METERS AND FLUSH WITH THE GROUND, 61.9 M
 FJ1402'(203.1 FT) EAST OF THE NORTHEAST CORNER OF THE CHURCH, 31.8 M
 FJ1402'(104.3 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD TO THE PARKING
 FJ1402'LOT, 8.9 M (29.2 FT) WEST OF THE AVENUE CENTERLINE, 3.1 M (10.2 FT)
 FJ1402'NORTH OF A FENCE CORNER, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE AVENUE,
 FJ1402'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 FJ1402'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 FJ1402'REFUSAL AND ANCHORED.
 FJ1402
 FJ1402                          STATION RECOVERY (2011)
 FJ1402
 FJ1402'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ1402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1067 ***********************************************************************
 EL1067  DESIGNATION -  S 217
 EL1067  PID         -  EL1067
 EL1067  STATE/COUNTY-  OK/CARTER
 EL1067  COUNTRY     -  US
 EL1067  USGS QUAD   -  MANNSVILLE (2018)
 EL1067
 EL1067                         *CURRENT SURVEY CONTROL
 EL1067  ______________________________________________________________________
 EL1067* NAD 83(1986) POSITION- 34 11 13.24   (N) 096 56 02.88   (W)   HD_HELD1
 EL1067* NAVD 88 ORTHO HEIGHT -   223.476 (meters)      733.19  (feet) ADJUSTED
 EL1067  ______________________________________________________________________
 EL1067  GEOID HEIGHT    -        -26.020 (meters)                     GEOID18
 EL1067  DYNAMIC HEIGHT  -        223.244 (meters)      732.43  (feet) COMP
 EL1067  MODELED GRAVITY -    979,595.1   (mgal)                       NAVD 88
 EL1067
 EL1067  VERT ORDER      -  FIRST     CLASS II
 EL1067
 EL1067.The horizontal coordinates were determined by differentially corrected
 EL1067.hand held GPS observations or other comparable positioning techniques
 EL1067.and have an estimated accuracy of +/- 3 meters.
 EL1067
 EL1067.The orthometric height was determined by differential leveling and
 EL1067.adjusted by the NATIONAL GEODETIC SURVEY
 EL1067.in August 1994.
 EL1067
 EL1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1067.GEOID18 height accuracy estimate available here.
 EL1067
 EL1067.Click photographs - Photos may exist for this station.
 EL1067
 EL1067.The dynamic height is computed by dividing the NAVD 88
 EL1067.geopotential number by the normal gravity value computed on the
 EL1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1067.degrees latitude (g = 980.6199 gals.).
 EL1067
 EL1067.The modeled gravity was interpolated from observed gravity values.
 EL1067
 EL1067;                    North         East    Units  Estimated Accuracy
 EL1067;SPC OK S     -    95,211.5     698,247.8     MT  (+/- 3 meters HH1 GPS) 
 EL1067
 EL1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9037484820(NAD 83)
 EL1067
 EL1067                          SUPERSEDED SURVEY CONTROL
 EL1067
 EL1067.No superseded survey control is available for this station.
 EL1067
 EL1067_MARKER: I = METAL ROD
 EL1067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1067_STAMPING: S 217 1994
 EL1067_MARK LOGO: NGS
 EL1067_PROJECTION: FLUSH
 EL1067_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1067+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1067_ROD/PIPE-DEPTH: 9.1 meters
 EL1067
 EL1067  HISTORY     - Date     Condition        Report By
 EL1067  HISTORY     - 1994     MONUMENTED       NGS
 EL1067
 EL1067                          STATION DESCRIPTION
 EL1067
 EL1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1067'4.8 KM (3.00 MI) WESTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1067'IN MANNSVILLE, 27.1 M (88.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.2
 EL1067'M (36.7 FT) EAST OF THE CENTER OF A DRIVEWAY, 6.8 M (22.3 FT) EAST OF
 EL1067'A FENCE CORNER, 1.2 M (3.9 FT) NORTH OF A UTILITY POLE WITH A
 EL1067'TRANSFORMER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 EL1067'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 EL1067'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0969 ***********************************************************************
 GG0969  DESIGNATION -  S 218
 GG0969  PID         -  GG0969
 GG0969  STATE/COUNTY-  OK/TULSA
 GG0969  COUNTRY     -  US
 GG0969  USGS QUAD   -  BROKEN ARROW (2019)
 GG0969
 GG0969                         *CURRENT SURVEY CONTROL
 GG0969  ______________________________________________________________________
 GG0969* NAD 83(2011) POSITION- 36 06 26.14924(N) 095 51 33.01602(W)   NO CHECK
 GG0969* NAD 83(2011) ELLIP HT-   171.463 (meters)        (06/27/12)   NO CHECK
 GG0969* NAD 83(2011) EPOCH   -  2010.00
 GG0969* NAVD 88 ORTHO HEIGHT -   200.548 (meters)      657.96  (feet) ADJUSTED
 GG0969  ______________________________________________________________________
 GG0969  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 GG0969  NAD 83(2011) X  -   -526,663.267 (meters)                     COMP
 GG0969  NAD 83(2011) Y  - -5,132,180.223 (meters)                     COMP
 GG0969  NAD 83(2011) Z  -  3,737,915.066 (meters)                     COMP
 GG0969  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 GG0969  DYNAMIC HEIGHT  -        200.371 (meters)      657.38  (feet) COMP
 GG0969  MODELED GRAVITY -    979,748.3   (mgal)                       NAVD 88
 GG0969
 GG0969  VERT ORDER      -  FIRST     CLASS II
 GG0969
 GG0969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0969  Standards:
 GG0969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0969  -------------------------------------------------------------------
 GG0969  NETWORK    0.53   0.94           0.24   0.19   0.48      0.08591375
 GG0969  -------------------------------------------------------------------
 GG0969  Click here for local accuracies and other accuracy information.
 GG0969
 GG0969.The horizontal coordinates were established by GPS observations
 GG0969.and adjusted by the National Geodetic Survey in June 2012.
 GG0969
 GG0969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0969.been affixed to the stable North American tectonic plate. See 
 GG0969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0969
 GG0969.The horizontal coordinates are valid at the epoch date displayed above
 GG0969.which is a decimal equivalence of Year/Month/Day.
 GG0969
 GG0969.No horizontal observational check was made to the station.
 GG0969
 GG0969.The orthometric height was determined by differential leveling and
 GG0969.adjusted by the NATIONAL GEODETIC SURVEY
 GG0969.in August 1994.
 GG0969
 GG0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0969.GEOID18 height accuracy estimate available here.
 GG0969
 GG0969.Click photographs - Photos may exist for this station.
 GG0969
 GG0969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0969
 GG0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0969
 GG0969.The ellipsoidal height was determined by GPS observations
 GG0969.and is referenced to NAD 83.
 GG0969
 GG0969.The dynamic height is computed by dividing the NAVD 88
 GG0969.geopotential number by the normal gravity value computed on the
 GG0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0969.degrees latitude (g = 980.6199 gals.).
 GG0969
 GG0969.The modeled gravity was interpolated from observed gravity values.
 GG0969
 GG0969. The following values were computed from the NAD 83(2011) position.
 GG0969
 GG0969;                    North         East     Units Scale Factor Converg.
 GG0969;SPC OK N     -   124,978.996   792,737.258   MT  0.99994596   +1 15 48.3
 GG0969;SPC OK N     -   410,035.26  2,600,838.82   sFT  0.99994596   +1 15 48.3
 GG0969;UTM  15      - 3,999,631.813   242,626.214   MT  1.00041628   -1 41 09.0
 GG0969
 GG0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0969!SPC OK N     -   0.99997309  x   0.99994596  =   0.99991905
 GG0969!UTM  15      -   0.99997309  x   1.00041628  =   1.00038936
 GG0969
 GG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4262699631(NAD 83)
 GG0969
 GG0969                          SUPERSEDED SURVEY CONTROL
 GG0969
 GG0969  NAD 83(2007)-  36 06 26.14935(N)    095 51 33.01688(W) AD(2002.00) 0
 GG0969  ELLIP H (02/10/07)  171.481  (m)                       GP(2002.00)    
 GG0969  NAD 83(1993)-  36 06 26.14907(N)    095 51 33.01696(W) AD(       ) 1
 GG0969  ELLIP H (03/07/02)  171.492  (m)                       GP(       ) 4 2
 GG0969  NAVD 88             200.55   (m)          658.0    (f) LEVELING    3  
 GG0969
 GG0969.Superseded values are not recommended for survey control.
 GG0969
 GG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0969.See file dsdata.pdf to determine how the superseded data were derived.
 GG0969
 GG0969_MARKER: I = METAL ROD
 GG0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0969_STAMPING: S 218 1994
 GG0969_MARK LOGO: NGS
 GG0969_PROJECTION: FLUSH
 GG0969_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0969+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2021
 GG0969_ROD/PIPE-DEPTH: 4.1 meters
 GG0969
 GG0969  HISTORY     - Date     Condition        Report By
 GG0969  HISTORY     - 1994     MONUMENTED       NGS
 GG0969  HISTORY     - 20010520 GOOD             MSAM
 GG0969  HISTORY     - 20081105 GOOD             AIRDAT
 GG0969  HISTORY     - 20140506 GOOD             COMPDA
 GG0969  HISTORY     - 20160825 GOOD             INDIV
 GG0969  HISTORY     - 20210119 GOOD             COTOK
 GG0969
 GG0969                          STATION DESCRIPTION
 GG0969
 GG0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0969'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 169 FROM THE JUNCTION OF
 GG0969'INTERSTATE HIGHWAY 244 IN TULSA, 312.0 M (1023.6 FT) NORTH OF THE
 GG0969'CENTER OF 41ST STREET, 37.7 M (123.7 FT) EAST OF THE CENTERLINE OF
 GG0969'THE NORTHBOUND LANES OF THE HIGHWAY, 22.4 M (73.5 FT) NORTH OF A
 GG0969'UTILITY LIGHT POLE, 19.5 M (64.0 FT) NORTHEAST OF THE CENTER OF THE
 GG0969'41ST STREET NORTHBOUND ON-RAMP, 6.3 M (20.7 FT) SOUTHEAST OF A
 GG0969'CHAIN-LINK FENCE CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 GG0969'HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 GG0969'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GG0969
 GG0969                          STATION RECOVERY (2001)
 GG0969
 GG0969'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GG0969'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 GG0969'RECOVERED AS DESCRIBED.
 GG0969'
 GG0969
 GG0969                          STATION RECOVERY (2008)
 GG0969
 GG0969'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0969'RECOVERED IN GOOD CONDITION.
 GG0969
 GG0969                          STATION RECOVERY (2014)
 GG0969
 GG0969'RECOVERY NOTE BY COMPASSDATA INC 2014 (NK)
 GG0969'RECOVERED IN GOOD CONDITION.
 GG0969
 GG0969                          STATION RECOVERY (2016)
 GG0969
 GG0969'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (ERS)
 GG0969'RECOVERED IN GOOD CONDITION
 GG0969
 GG0969                          STATION RECOVERY (2021)
 GG0969
 GG0969'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 GG0969'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1277 ***********************************************************************
 FH1277  DESIGNATION -  S 219
 FH1277  PID         -  FH1277
 FH1277  STATE/COUNTY-  OK/TULSA
 FH1277  COUNTRY     -  US
 FH1277  USGS QUAD   -  BIXBY (2018)
 FH1277
 FH1277                         *CURRENT SURVEY CONTROL
 FH1277  ______________________________________________________________________
 FH1277* NAD 83(1986) POSITION- 35 54 03.81   (N) 095 59 52.53   (W)   HD_HELD1
 FH1277* NAVD 88 ORTHO HEIGHT -   218.078 (meters)      715.48  (feet) ADJUSTED
 FH1277  ______________________________________________________________________
 FH1277  GEOID HEIGHT    -        -28.923 (meters)                     GEOID18
 FH1277  DYNAMIC HEIGHT  -        217.882 (meters)      714.83  (feet) COMP
 FH1277  MODELED GRAVITY -    979,732.0   (mgal)                       NAVD 88
 FH1277
 FH1277  VERT ORDER      -  FIRST     CLASS II
 FH1277
 FH1277.The horizontal coordinates were determined by differentially corrected
 FH1277.hand held GPS observations or other comparable positioning techniques
 FH1277.and have an estimated accuracy of +/- 3 meters.
 FH1277
 FH1277.The orthometric height was determined by differential leveling and
 FH1277.adjusted by the NATIONAL GEODETIC SURVEY
 FH1277.in August 1994.
 FH1277
 FH1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1277.GEOID18 height accuracy estimate available here.
 FH1277
 FH1277.Click photographs - Photos may exist for this station.
 FH1277
 FH1277.The dynamic height is computed by dividing the NAVD 88
 FH1277.geopotential number by the normal gravity value computed on the
 FH1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH1277.degrees latitude (g = 980.6199 gals.).
 FH1277
 FH1277.The modeled gravity was interpolated from observed gravity values.
 FH1277
 FH1277;                    North         East    Units  Estimated Accuracy
 FH1277;SPC OK N     -   101,838.1     780,718.9     MT  (+/- 3 meters HH1 GPS) 
 FH1277
 FH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV2942877127(NAD 83)
 FH1277
 FH1277                          SUPERSEDED SURVEY CONTROL
 FH1277
 FH1277.No superseded survey control is available for this station.
 FH1277
 FH1277_MARKER: F = FLANGE-ENCASED ROD
 FH1277_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1277+WITH SETTING: INFORMATION.
 FH1277_STAMPING: S 219 1994
 FH1277_MARK LOGO: NGS
 FH1277_PROJECTION: RECESSED 3 CENTIMETERS
 FH1277_MAGNETIC: I = MARKER IS A STEEL ROD
 FH1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1277+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FH1277
 FH1277  HISTORY     - Date     Condition        Report By
 FH1277  HISTORY     - 1994     MONUMENTED       NGS
 FH1277  HISTORY     - 20220531 GOOD             OKDOT
 FH1277
 FH1277                          STATION DESCRIPTION
 FH1277
 FH1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FH1277'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FH1277'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FH1277'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FH1277'THENCE 9.0 KM (5.60 MI) WESTERLY ALONG EAST 181ST STREET SOUTH, A
 FH1277'METAL ROD DRIVEN 3.0 METERS AND FLUSH WITH THE GROUND, 21.1
 FH1277'M (69.2 FT) WEST OF THE EXTENDED CENTERLINE OF A ROAD LEADING SOUTH,
 FH1277'8.1 M (26.6 FT) SOUTH OF THE STREET CENTERLINE, 1.6 M (5.2 FT) WEST
 FH1277'OF THE MOST WESTERLY 0F 3 HIGH LINE POLES, 0.5 M (1.6 FT) NORTH OF A
 FH1277'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 FH1277'STREET. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH1277'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FH1277
 FH1277                          STATION RECOVERY (2022)
 FH1277
 FH1277'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH1277'THE MARK IS APPROXIMATELY 1 INCH (3 CM) BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9269 ***********************************************************************
 AC9269  DESIGNATION -  S 220
 AC9269  PID         -  AC9269
 AC9269  STATE/COUNTY-  OK/OKMULGEE
 AC9269  COUNTRY     -  US
 AC9269  USGS QUAD   -  OKMULGEE NE (2018)
 AC9269
 AC9269                         *CURRENT SURVEY CONTROL
 AC9269  ______________________________________________________________________
 AC9269* NAD 83(2011) POSITION- 35 38 18.88883(N) 095 51 19.85080(W)   ADJUSTED
 AC9269* NAD 83(2011) ELLIP HT-   186.457 (meters)        (12/08/22)   ADJUSTED
 AC9269* NAD 83(2011) EPOCH   -  2010.00
 AC9269* NAVD 88 ORTHO HEIGHT -   215.694 (meters)      707.66  (feet) ADJUSTED
 AC9269  ______________________________________________________________________
 AC9269  GEOID HEIGHT    -        -29.239 (meters)                     GEOID18
 AC9269  NAD 83(2011) X  -   -529,445.929 (meters)                     COMP
 AC9269  NAD 83(2011) Y  - -5,162,541.214 (meters)                     COMP
 AC9269  NAD 83(2011) Z  -  3,695,783.342 (meters)                     COMP
 AC9269  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 AC9269  DYNAMIC HEIGHT  -        215.494 (meters)      707.00  (feet) COMP
 AC9269  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 AC9269
 AC9269  VERT ORDER      -  SECOND    CLASS I
 AC9269
 AC9269  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9269  Standards:
 AC9269         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9269            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9269  -------------------------------------------------------------------
 AC9269  NETWORK    0.76   1.80           0.32   0.30   0.92     -0.16473341
 AC9269  -------------------------------------------------------------------
 AC9269  Click here for local accuracies and other accuracy information.
 AC9269
 AC9269.The horizontal coordinates were established by GPS observations
 AC9269.and adjusted by the OK DEPT OF TRANSP in December 2022.
 AC9269
 AC9269.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9269.been affixed to the stable North American tectonic plate. See 
 AC9269.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9269
 AC9269.The horizontal coordinates are valid at the epoch date displayed above
 AC9269.which is a decimal equivalence of Year/Month/Day.
 AC9269
 AC9269.The orthometric height was determined by differential leveling and
 AC9269.adjusted by the NATIONAL GEODETIC SURVEY
 AC9269.in July 2002.
 AC9269
 AC9269.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9269.GEOID18 height accuracy estimate available here.
 AC9269
 AC9269.Click photographs - Photos may exist for this station.
 AC9269
 AC9269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9269
 AC9269.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9269
 AC9269.The ellipsoidal height was determined by GPS observations
 AC9269.and is referenced to NAD 83.
 AC9269
 AC9269.The dynamic height is computed by dividing the NAVD 88
 AC9269.geopotential number by the normal gravity value computed on the
 AC9269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9269.degrees latitude (g = 980.6199 gals.).
 AC9269
 AC9269.The modeled gravity was interpolated from observed gravity values.
 AC9269
 AC9269. The following values were computed from the NAD 83(2011) position.
 AC9269
 AC9269;                    North         East     Units Scale Factor Converg.
 AC9269;SPC OK N     -    72,997.415   794,214.971   MT  0.99998773   +1 15 56.0
 AC9269;SPC OK N     -   239,492.35  2,605,686.95   sFT  0.99998773   +1 15 56.0
 AC9269;UTM  15      - 3,947,619.000   241,435.493   MT  1.00042393   -1 39 53.1
 AC9269
 AC9269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9269!SPC OK N     -   0.99997074  x   0.99998773  =   0.99995847
 AC9269!UTM  15      -   0.99997074  x   1.00042393  =   1.00039465
 AC9269
 AC9269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4143547618(NAD 83)
 AC9269
 AC9269                          SUPERSEDED SURVEY CONTROL
 AC9269
 AC9269.No superseded survey control is available for this station.
 AC9269
 AC9269_MARKER: F = FLANGE-ENCASED ROD
 AC9269_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9269_STAMPING: S 220 1997
 AC9269_MARK LOGO: NGS
 AC9269_PROJECTION: FLUSH
 AC9269_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9269+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2022
 AC9269_ROD/PIPE-DEPTH: 6.0 meters
 AC9269_SLEEVE-DEPTH  : 0.9 meters
 AC9269
 AC9269  HISTORY     - Date     Condition        Report By
 AC9269  HISTORY     - 1997     MONUMENTED       NGS
 AC9269  HISTORY     - 20220602 GOOD             OKDOT
 AC9269
 AC9269                          STATION DESCRIPTION
 AC9269
 AC9269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9269'3.8 KM (2.35 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 AC9269'U.S.  HIGHWAY 62 IN MORRIS, 25.1 M (82.3 FT) SOUTH OF THE EXTENDED
 AC9269'CENTER OF A GRAVELED ROAD, 12.3 M (40.4 FT) WEST OF THE HIGHWAY
 AC9269'CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AC9269'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AC9269'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC9269'THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9269
 AC9269                          STATION RECOVERY (2022)
 AC9269
 AC9269'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 AC9269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9185 ***********************************************************************
 AC9185  DESIGNATION -  S 221
 AC9185  PID         -  AC9185
 AC9185  STATE/COUNTY-  OK/MCCLAIN
 AC9185  COUNTRY     -  US
 AC9185  USGS QUAD   -  CRINER (2018)
 AC9185
 AC9185                         *CURRENT SURVEY CONTROL
 AC9185  ______________________________________________________________________
 AC9185* NAD 83(1986) POSITION- 34 58 17.     (N) 097 30 45.     (W)   SCALED
 AC9185* NAVD 88 ORTHO HEIGHT -   345.900 (meters)     1134.84  (feet) ADJUSTED
 AC9185  ______________________________________________________________________
 AC9185  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 AC9185  DYNAMIC HEIGHT  -        345.560 (meters)     1133.72  (feet) COMP
 AC9185  MODELED GRAVITY -    979,642.3   (mgal)                       NAVD 88
 AC9185
 AC9185  VERT ORDER      -  SECOND    CLASS I
 AC9185
 AC9185.The horizontal coordinates were scaled from a map and have
 AC9185.an estimated accuracy of +/- 6 seconds.
 AC9185
 AC9185.The orthometric height was determined by differential leveling and
 AC9185.adjusted by the NATIONAL GEODETIC SURVEY
 AC9185.in July 2002.
 AC9185
 AC9185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9185.GEOID18 height accuracy estimate available here.
 AC9185
 AC9185.Click photographs - Photos may exist for this station.
 AC9185
 AC9185.The dynamic height is computed by dividing the NAVD 88
 AC9185.geopotential number by the normal gravity value computed on the
 AC9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9185.degrees latitude (g = 980.6199 gals.).
 AC9185
 AC9185.The modeled gravity was interpolated from observed gravity values.
 AC9185
 AC9185;                    North         East    Units  Estimated Accuracy
 AC9185;SPC OK S     -   181,810.      644,520.      MT  (+/- 180 meters Scaled)
 AC9185
 AC9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD357708(NAD 83)
 AC9185
 AC9185                          SUPERSEDED SURVEY CONTROL
 AC9185
 AC9185.No superseded survey control is available for this station.
 AC9185
 AC9185_MARKER: I = METAL ROD
 AC9185_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9185+WITH SETTING: INFORMATION.
 AC9185_STAMPING: S 221 1997
 AC9185_MARK LOGO: NGS
 AC9185_PROJECTION: FLUSH
 AC9185_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9185+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9185_ROD/PIPE-DEPTH: 1.8 meters
 AC9185
 AC9185  HISTORY     - Date     Condition        Report By
 AC9185  HISTORY     - 1997     MONUMENTED       NGS
 AC9185
 AC9185                          STATION DESCRIPTION
 AC9185
 AC9185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9185'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9185'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 11.7
 AC9185'KM (7.25 MI) WESTERLY ALONG A PAVED ROAD, 19.4 M (63.6 FT) WEST OF THE
 AC9185'CENTER OF A GRAVELED ROAD, 12.3 M (40.4 FT) NORTH OF THE ROAD CENTER,
 AC9185'7.5 M (24.6 FT) WEST OF A FENCE CORNER, 0.5 M (1.6 FT) SOUTH OF A
 AC9185'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF TE ROAD.
 AC9185'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AC9185'SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A CLASS
 AC9185'A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0293 ***********************************************************************
 FK0293  DESIGNATION -  S 25
 FK0293  PID         -  FK0293
 FK0293  STATE/COUNTY-  OK/ROGER MILLS
 FK0293  COUNTRY     -  US
 FK0293  USGS QUAD   -  BIG KIOWA CREEK (2018)
 FK0293
 FK0293                         *CURRENT SURVEY CONTROL
 FK0293  ______________________________________________________________________
 FK0293* NAD 83(1986) POSITION- 35 34 49.     (N) 099 23 10.     (W)   SCALED
 FK0293* NAVD 88 ORTHO HEIGHT -   560.060 (meters)     1837.46  (feet) ADJUSTED
 FK0293  ______________________________________________________________________
 FK0293  GEOID HEIGHT    -        -27.677 (meters)                     GEOID18
 FK0293  DYNAMIC HEIGHT  -        559.486 (meters)     1835.58  (feet) COMP
 FK0293  MODELED GRAVITY -    979,590.5   (mgal)                       NAVD 88
 FK0293
 FK0293  VERT ORDER      -  SECOND    CLASS 0
 FK0293
 FK0293.The horizontal coordinates were scaled from a map and have
 FK0293.an estimated accuracy of +/- 6 seconds.
 FK0293
 FK0293.The orthometric height was determined by differential leveling and
 FK0293.adjusted by the NATIONAL GEODETIC SURVEY
 FK0293.in June 1991.
 FK0293
 FK0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0293.GEOID18 height accuracy estimate available here.
 FK0293
 FK0293.Click photographs - Photos may exist for this station.
 FK0293
 FK0293.The dynamic height is computed by dividing the NAVD 88
 FK0293.geopotential number by the normal gravity value computed on the
 FK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0293.degrees latitude (g = 980.6199 gals.).
 FK0293
 FK0293.The modeled gravity was interpolated from observed gravity values.
 FK0293
 FK0293;                    North         East    Units  Estimated Accuracy
 FK0293;SPC OK N     -    65,280.      474,370.      MT  (+/- 180 meters Scaled)
 FK0293
 FK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME650374(NAD 83)
 FK0293
 FK0293                          SUPERSEDED SURVEY CONTROL
 FK0293
 FK0293  NGVD 29 (??/??/92)  559.798  (m)         1836.60   (f) ADJ UNCH    2 0
 FK0293
 FK0293.Superseded values are not recommended for survey control.
 FK0293
 FK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0293.See file dsdata.pdf to determine how the superseded data were derived.
 FK0293
 FK0293_MARKER: DB = BENCH MARK DISK
 FK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0293_STAMPING: S 25 1934
 FK0293_MARK LOGO: CGS
 FK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0293+STABILITY: SURFACE MOTION
 FK0293
 FK0293  HISTORY     - Date     Condition        Report By
 FK0293  HISTORY     - 1934     MONUMENTED       CGS
 FK0293  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0293
 FK0293                          STATION DESCRIPTION
 FK0293
 FK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0293'3.7 MI N FROM CARPENTER.
 FK0293'3.7 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0293'THE STATION AT CARPENTER, ROGER MILLS COUNTY, 0.3 MILE SOUTH
 FK0293'OF MILEPOST 149, AT A SECTION-LINE CROSSING, 51 FEET EAST
 FK0293'OF THE EAST RAIL, 42 FEET SOUTH OF THE ROAD, AND 96 FEET
 FK0293'SOUTHEAST OF THE A.L. DRIVER MAIL BOX.  A STANDARD DISK, STAMPED
 FK0293'S 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0293
 FK0293                          STATION RECOVERY (1986)
 FK0293
 FK0293'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0448 ***********************************************************************
 FK0448  DESIGNATION -  S 26
 FK0448  PID         -  FK0448
 FK0448  STATE/COUNTY-  OK/GREER
 FK0448  COUNTRY     -  US
 FK0448  USGS QUAD   -  WILLOW (2018)
 FK0448
 FK0448                         *CURRENT SURVEY CONTROL
 FK0448  ______________________________________________________________________
 FK0448* NAD 83(1986) POSITION- 35 01 47.     (N) 099 30 53.     (W)   SCALED
 FK0448* NAVD 88 ORTHO HEIGHT -   528.129 (meters)     1732.70  (feet) ADJUSTED
 FK0448  ______________________________________________________________________
 FK0448  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 FK0448  DYNAMIC HEIGHT  -        527.599 (meters)     1730.96  (feet) COMP
 FK0448  MODELED GRAVITY -    979,614.1   (mgal)                       NAVD 88
 FK0448
 FK0448  VERT ORDER      -  SECOND    CLASS 0
 FK0448
 FK0448.The horizontal coordinates were scaled from a map and have
 FK0448.an estimated accuracy of +/- 6 seconds.
 FK0448
 FK0448.The orthometric height was determined by differential leveling and
 FK0448.adjusted by the NATIONAL GEODETIC SURVEY
 FK0448.in June 1991.
 FK0448
 FK0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0448.GEOID18 height accuracy estimate available here.
 FK0448
 FK0448.Click photographs - Photos may exist for this station.
 FK0448
 FK0448.The dynamic height is computed by dividing the NAVD 88
 FK0448.geopotential number by the normal gravity value computed on the
 FK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0448.degrees latitude (g = 980.6199 gals.).
 FK0448
 FK0448.The modeled gravity was interpolated from observed gravity values.
 FK0448
 FK0448;                    North         East    Units  Estimated Accuracy
 FK0448;SPC OK S     -   189,210.      461,780.      MT  (+/- 180 meters Scaled)
 FK0448
 FK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD530764(NAD 83)
 FK0448
 FK0448                          SUPERSEDED SURVEY CONTROL
 FK0448
 FK0448  NGVD 29 (??/??/92)  527.932  (m)         1732.06   (f) ADJ UNCH    2 0
 FK0448
 FK0448.Superseded values are not recommended for survey control.
 FK0448
 FK0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0448.See file dsdata.pdf to determine how the superseded data were derived.
 FK0448
 FK0448_MARKER: DB = BENCH MARK DISK
 FK0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0448_STAMPING: S 26 1934
 FK0448_MARK LOGO: CGS
 FK0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0448+STABILITY: SURFACE MOTION
 FK0448
 FK0448  HISTORY     - Date     Condition        Report By
 FK0448  HISTORY     - 1934     MONUMENTED       CGS
 FK0448  HISTORY     - 1961     GOOD             CGS
 FK0448  HISTORY     - 19890111 MARK NOT FOUND   USPSQD
 FK0448
 FK0448                          STATION DESCRIPTION
 FK0448
 FK0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0448'1.4 MI N FROM BRINKMAN.
 FK0448'1.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0448'THE STATION AT BRINKMAN, GREER COUNTY, 0.4 MILE SOUTH OF MILEPOST
 FK0448'107, AT A SECTION-LINE ROAD CROSSING, 53 FEET WEST OF THE WEST
 FK0448'RAIL, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH
 FK0448'OF THE ROAD RIGHT-OF-WAY LINE, AND AT THE RAILROAD RIGHT-OF-WAY
 FK0448'LINE.  A STANDARD DISK, STAMPED S 26 1934 AND SET IN THE TOP OF
 FK0448'A CONCRETE POST.
 FK0448
 FK0448                          STATION RECOVERY (1961)
 FK0448
 FK0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0448'RECOVERED IN GOOD CONDITION.
 FK0448
 FK0448                          STATION RECOVERY (1989)
 FK0448
 FK0448'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 FK0448'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0269 ***********************************************************************
 EM0269  DESIGNATION -  S 27
 EM0269  PID         -  EM0269
 EM0269  STATE/COUNTY-  OK/JACKSON
 EM0269  COUNTRY     -  US
 EM0269  USGS QUAD   -  OLUSTEE (2018)
 EM0269
 EM0269                         *CURRENT SURVEY CONTROL
 EM0269  ______________________________________________________________________
 EM0269* NAD 83(1993) POSITION- 34 32 26.58098(N) 099 27 22.83457(W)   ADJUSTED
 EM0269* NAVD 88 ORTHO HEIGHT -   416.174 (meters)     1365.40  (feet) ADJUSTED
 EM0269  ______________________________________________________________________
 EM0269  GEOID HEIGHT    -        -27.869 (meters)                     GEOID18
 EM0269  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 EM0269  DYNAMIC HEIGHT  -        415.720 (meters)     1363.91  (feet) COMP
 EM0269  MODELED GRAVITY -    979,532.1   (mgal)                       NAVD 88
 EM0269
 EM0269  HORZ ORDER      -  THIRD
 EM0269  VERT ORDER      -  SECOND    CLASS 0
 EM0269
 EM0269.The horizontal coordinates were established by classical geodetic methods
 EM0269.and adjusted by the National Geodetic Survey in November 1994.
 EM0269
 EM0269.The orthometric height was determined by differential leveling and
 EM0269.adjusted by the NATIONAL GEODETIC SURVEY
 EM0269.in June 1991.
 EM0269
 EM0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0269.GEOID18 height accuracy estimate available here.
 EM0269
 EM0269.Click photographs - Photos may exist for this station.
 EM0269
 EM0269.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0269
 EM0269.The dynamic height is computed by dividing the NAVD 88
 EM0269.geopotential number by the normal gravity value computed on the
 EM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0269.degrees latitude (g = 980.6199 gals.).
 EM0269
 EM0269.The modeled gravity was interpolated from observed gravity values.
 EM0269
 EM0269. The following values were computed from the NAD 83(1993) position.
 EM0269
 EM0269;                    North         East     Units Scale Factor Converg.
 EM0269;SPC OK S     -   134,891.174   466,327.716   MT  0.99993623   -0 49 35.9
 EM0269;SPC OK S     -   442,555.46  1,529,943.51   sFT  0.99993623   -0 49 35.9
 EM0269;UTM  14      - 3,822,206.795   458,126.457   MT  0.99962161   -0 15 31.5
 EM0269
 EM0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0269!SPC OK S     -   0.99993905  x   0.99993623  =   0.99987528
 EM0269!UTM  14      -   0.99993905  x   0.99962161  =   0.99956068
 EM0269
 EM0269:                Primary Azimuth Mark                     Grid Az
 EM0269:SPC OK S     -  S 27 AZ MK                               076 49 05.4
 EM0269:UTM  14      -  S 27 AZ MK                               076 15 01.0
 EM0269
 EM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5812622206(NAD 83)
 EM0269
 EM0269|---------------------------------------------------------------------|
 EM0269| PID    Reference Object                     Distance      Geod. Az  |
 EM0269|                                                           dddmmss.s |
 EM0269| EM0907 OLUSTEE CITY WATER TANK             APPROX. 3.3 KM 0752417.0 |
 EM0269| CX7584 S 27 AZ MK                                         0755929.5 |
 EM0269| CX7585 S 27 RM 1                            24.415 METERS 08554     |
 EM0269| CX7586 S 27 RM 2                            13.052 METERS 19333     |
 EM0269|---------------------------------------------------------------------|
 EM0269
 EM0269                          SUPERSEDED SURVEY CONTROL
 EM0269
 EM0269  NAD 83(1986)-  34 32 26.58754(N)    099 27 22.82666(W) AD(       ) 3
 EM0269  NAD 27      -  34 32 26.31800(N)    099 27 21.50700(W) AD(       ) 3
 EM0269  NGVD 29 (??/??/92)  415.990  (m)         1364.79   (f) ADJ UNCH    2 0
 EM0269  NGVD 29             415.99   (m)         1364.8    (f) LEVELING    3  
 EM0269
 EM0269.Superseded values are not recommended for survey control.
 EM0269
 EM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0269.See file dsdata.pdf to determine how the superseded data were derived.
 EM0269
 EM0269_MARKER: DB = BENCH MARK DISK
 EM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0269_STAMPING: S 27 1934
 EM0269_MARK LOGO: CGS
 EM0269_PROJECTION: FLUSH
 EM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0269+STABILITY: SURFACE MOTION
 EM0269
 EM0269  HISTORY     - Date     Condition        Report By
 EM0269  HISTORY     - 1934     MONUMENTED       CGS
 EM0269  HISTORY     - 1962     GOOD             USGS
 EM0269  HISTORY     - 1962     GOOD             USGS
 EM0269  HISTORY     - 1963     GOOD             CGS
 EM0269  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EM0269
 EM0269                          STATION DESCRIPTION
 EM0269
 EM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLE)
 EM0269'THE STATION IS LOCATED ABOUT 1.5 MILES WEST-SOUTHWEST OF THE CENTER
 EM0269'OLUSTEE, IN THE SOUTHEAST ANGLE OF CROSSROADS AND ON THE SOUTH
 EM0269'RIGHT-OF-WAY OF STATE ROUTE NO 44.  IT IS 45 FEET SOUTH OF THE CENTER
 EM0269'OF STATE ROUTE 44, 44.5 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS,
 EM0269'27 FEET EAST OF THE CENTER OF NORTH-SOUTH CROSSROAD AND 6 FEET WEST OF
 EM0269'WITNESS POST.  IT IS A CGS SURVEY BENCH MARK SET IN THE TOP OF A 6 BY
 EM0269'6 INCH CONCRETE POST PROJECTING ABOUT 10 INCHES.  IT IS STAMPED S 27
 EM0269'1934 AND SET FLUSH WITH THE CONCRETE SURFACE.
 EM0269'
 EM0269'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 55 FEET SOUTH OF THE
 EM0269'CENTER OF STATE ROUTE NO 44, 35 FEET NORTH OF THE NORTH RAIL OF THE
 EM0269'RAILROAD TRACKS AND 4 FEET WEST OF TELEPHONE POLE.  IT IS STAMPED BM S
 EM0269'27 NO 1 1948 AND PROJECTS 3 INCHES.
 EM0269'
 EM0269'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 17 FEET EAST
 EM0269'OF THE CENTER OF NORTH-SOUTH CROSSROAD AND 6 FEET NORTH OF NORTH RAIL
 EM0269'OF RAILROAD TRACKS.  IT IS STAMPED BM S 27 1948 AND PROJECTS 4 INCHES.
 EM0269'
 EM0269'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST-NORTHEAST OF THE STATION, 45
 EM0269'FEET SOUTH OF THE CENTER OF STATE ROUTE 44, 8 FEET NORTH-NORTHWEST OF
 EM0269'TELEPHONE POLE AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED BM S 27
 EM0269'1948 AND PROJECTS 3 INCHES.
 EM0269'
 EM0269'TO REACH THE STATION FROM THE POST OFFICE IN OLUSTEE, GO WEST AND
 EM0269'SOUTHWEST ON STATE ROUTE 44 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 EM0269'SOUTH SIDE AS DESCRIBED, CONTINUE WEST ON STATE ROUTE 44 FOR 0.6 MILE
 EM0269'TO CROSSROADS AND STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 EM0269'
 EM0269'A 4 FOOT SIGNAL AT STATION HESS 1923 IS VISIBLE AT 4 FEET
 EM0269'
 EM0269'A 4 FOOT SIGNAL AT STATION BUTTE 1923 IS VISIBLE AT 4 FEET.
 EM0269'
 EM0269'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 EM0269
 EM0269                          STATION RECOVERY (1962)
 EM0269
 EM0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0269'2.1 MI SW FROM OLUSTEE.
 EM0269'OLUSTEE, 0.4 MILE SOUTH AND 1.7 MILES WEST OF.  T. 1 N., RGS. 21 AND
 EM0269'22 W., ABOUT 0.1 MILE SOUTH OF 1/4 COR. SECS. 19 AND 24. 45 FT. SOUTH,
 EM0269'31 FT. EAST AND 0.5 FT. BELOW STATE HWY. NO. 44 FROM INTERSECTION OF
 EM0269'NORTH-SOUTH SECTION LINE ROAD.  47 FT. NORTH OF CL. R.R. TRACKS. IN
 EM0269'CONC. POST PROJECTING 1.0 FT.  STANDARD DISK STAMPED S 27 1934 PAINTED
 EM0269'BM 1364.8.
 EM0269
 EM0269                          STATION RECOVERY (1962)
 EM0269
 EM0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0269'R.M. 2 IS 49 FEET SOUTHWEST OF STATION, 9 FEET N AND 19 FEET EAST OF
 EM0269'INTERSECTION OF N-S SECTION LINE ROAD AND RR CROSSING, SET IN CONCRETE
 EM0269'POST FLUSH WITH GROUND, STANDARD DISK STAMPED S 27 NO 2 1948.
 EM0269'
 EM0269'R.M. 1 IS 80 FEET EAST OF STATION, 59 FEET S AND 114 FEET EAST OF
 EM0269'INTERSECTION OF STATE HWY 44 AND N-S SECTION LINE ROAD, 33 FEET NORTH
 EM0269'OF RR TRACKS, 4 FEET WEST OF POWER POLE, SET IN CONCRETE POST
 EM0269'PROJECTING 0.6 FOOT, A STANDARD DISK STAMPED S 27 NO 1 1948.
 EM0269'
 EM0269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE S AND 1.7
 EM0269'MI. WEST OF OLUSTEE.
 EM0269
 EM0269                          STATION RECOVERY (1963)
 EM0269
 EM0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0269'RECOVERED IN GOOD CONDITION.
 EM0269
 EM0269                          STATION RECOVERY (1981)
 EM0269
 EM0269'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EM0269'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0158 ***********************************************************************
 EM0158  DESIGNATION -  S 29
 EM0158  PID         -  EM0158
 EM0158  STATE/COUNTY-  OK/KIOWA
 EM0158  COUNTRY     -  US
 EM0158  USGS QUAD   -  SNYDER (2018)
 EM0158
 EM0158                         *CURRENT SURVEY CONTROL
 EM0158  ______________________________________________________________________
 EM0158* NAD 83(1986) POSITION- 34 41 28.     (N) 098 57 02.     (W)   SCALED
 EM0158* NAVD 88 ORTHO HEIGHT -   416.241 (meters)     1365.62  (feet) ADJUSTED
 EM0158  ______________________________________________________________________
 EM0158  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 EM0158  DYNAMIC HEIGHT  -        415.828 (meters)     1364.26  (feet) COMP
 EM0158  MODELED GRAVITY -    979,629.4   (mgal)                       NAVD 88
 EM0158
 EM0158  VERT ORDER      -  SECOND    CLASS 0
 EM0158
 EM0158.The horizontal coordinates were scaled from a map and have
 EM0158.an estimated accuracy of +/- 6 seconds.
 EM0158
 EM0158.The orthometric height was determined by differential leveling and
 EM0158.adjusted by the NATIONAL GEODETIC SURVEY
 EM0158.in June 1991.
 EM0158
 EM0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0158.GEOID18 height accuracy estimate available here.
 EM0158
 EM0158.Click photographs - Photos may exist for this station.
 EM0158
 EM0158.The dynamic height is computed by dividing the NAVD 88
 EM0158.geopotential number by the normal gravity value computed on the
 EM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0158.degrees latitude (g = 980.6199 gals.).
 EM0158
 EM0158.The modeled gravity was interpolated from observed gravity values.
 EM0158
 EM0158;                    North         East    Units  Estimated Accuracy
 EM0158;SPC OK S     -   151,020.      512,910.      MT  (+/- 180 meters Scaled)
 EM0158
 EM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND045387(NAD 83)
 EM0158
 EM0158                          SUPERSEDED SURVEY CONTROL
 EM0158
 EM0158  NGVD 29 (??/??/92)  416.103  (m)         1365.16   (f) ADJ UNCH    2 0
 EM0158
 EM0158.Superseded values are not recommended for survey control.
 EM0158
 EM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0158.See file dsdata.pdf to determine how the superseded data were derived.
 EM0158
 EM0158_MARKER: DB = BENCH MARK DISK
 EM0158_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EM0158+WITH SETTING: PAVEMENT
 EM0158_SP_SET: WATER TOWER FOUNDATION
 EM0158_STAMPING: S 29 1934
 EM0158_MARK LOGO: CGS
 EM0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0158+STABILITY: SURFACE MOTION
 EM0158
 EM0158  HISTORY     - Date     Condition        Report By
 EM0158  HISTORY     - 1934     MONUMENTED       CGS
 EM0158  HISTORY     - 1963     GOOD             CGS
 EM0158  HISTORY     - 19960515 GOOD             OKDOT
 EM0158
 EM0158                          STATION DESCRIPTION
 EM0158
 EM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0158'0.6 MI S FROM MOUNTAIN PARK.
 EM0158'0.6 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0158'STATION AT MOUNTAIN PARK, ABOUT 400 FEET EAST OF THE TRACK, IN THE
 EM0158'CITY PARK, AT THE MUNICIPAL WATER TOWER, AND IN THE TOP OF THE
 EM0158'CONCRETE FOUNDATION OF THE SOUTHWEST LEG, AND 1 FOOT HIGHER THAN THE
 EM0158'GROUND.  A STANDARD DISK, STAMPED S 29 1934.
 EM0158
 EM0158                          STATION RECOVERY (1963)
 EM0158
 EM0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0158'RECOVERED IN GOOD CONDITION.
 EM0158
 EM0158                          STATION RECOVERY (1996)
 EM0158
 EM0158'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0158'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0350 ***********************************************************************
 FK0350  DESIGNATION -  S 3
 FK0350  PID         -  FK0350
 FK0350  STATE/COUNTY-  OK/BECKHAM
 FK0350  COUNTRY     -  US
 FK0350  USGS QUAD   -  HOCKER (2018)
 FK0350
 FK0350                         *CURRENT SURVEY CONTROL
 FK0350  ______________________________________________________________________
 FK0350* NAD 83(1986) POSITION- 35 22 24.     (N) 099 28 12.     (W)   SCALED
 FK0350* NAVD 88 ORTHO HEIGHT -   637.991 (meters)     2093.14  (feet) POSTED
 FK0350  ______________________________________________________________________
 FK0350  GEOID HEIGHT    -        -27.118 (meters)                     GEOID18
 FK0350  DYNAMIC HEIGHT  -        637.32  (meters)     2090.9   (feet) COMP
 FK0350  MODELED GRAVITY -    979,565.3   (mgal)                       NAVD 88
 FK0350
 FK0350  VERT ORDER      -  * POSTED, SEE BELOW
 FK0350
 FK0350.The horizontal coordinates were scaled from a map and have
 FK0350.an estimated accuracy of +/- 6 seconds.
 FK0350
 FK0350.The orthometric height was determined by differential leveling
 FK0350.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0350
 FK0350.* This is a POSTED BENCH MARK height.
 FK0350
 FK0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0350.GEOID18 height accuracy estimate available here.
 FK0350
 FK0350.Click photographs - Photos may exist for this station.
 FK0350
 FK0350.The dynamic height is computed by dividing the NAVD 88
 FK0350.geopotential number by the normal gravity value computed on the
 FK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0350.degrees latitude (g = 980.6199 gals.).
 FK0350
 FK0350.The modeled gravity was interpolated from observed gravity values.
 FK0350
 FK0350;                    North         East    Units  Estimated Accuracy
 FK0350;SPC OK S     -   227,270.      466,420.      MT  (+/- 180 meters Scaled)
 FK0350
 FK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME573145(NAD 83)
 FK0350
 FK0350                          SUPERSEDED SURVEY CONTROL
 FK0350
 FK0350.No superseded survey control is available for this station.
 FK0350
 FK0350_MARKER: P = PIPE CAP
 FK0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0350_MARK LOGO: CGS
 FK0350_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0350
 FK0350  HISTORY     - Date     Condition        Report By
 FK0350  HISTORY     - 1909     MONUMENTED       CGS
 FK0350  HISTORY     - 1934     GOOD             CGS
 FK0350
 FK0350                          STATION DESCRIPTION
 FK0350
 FK0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0350'5 MI SW FROM ELK CITY.
 FK0350'ABOUT 5.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 FK0350'PACIFIC RAILWAY FROM ELK CITY, BECKHAM COUNTY, AT THE NORTHWEST
 FK0350'CORNER OF A ROAD CROSSING, AT THE HIGHEST POINT OF THE RAILROAD
 FK0350'BETWEEN EL RENO AND SOYRE, ABOUT 45 FEET NORTH OF THE CENTER
 FK0350'LINE OF THE MAIN TRACK, AND JUST INSIDE OF THE RIGHT-OF-WAY.
 FK0350'A STANDARD CAP, FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0379 ***********************************************************************
 FK0379  DESIGNATION -  S 30
 FK0379  PID         -  FK0379
 FK0379  STATE/COUNTY-  OK/KIOWA
 FK0379  COUNTRY     -  US
 FK0379  USGS QUAD   -  HOBART (2018)
 FK0379
 FK0379                         *CURRENT SURVEY CONTROL
 FK0379  ______________________________________________________________________
 FK0379* NAD 83(1986) POSITION- 35 02 42.     (N) 099 01 36.     (W)   SCALED
 FK0379* NAVD 88 ORTHO HEIGHT -   472.243 (meters)     1549.35  (feet) ADJUSTED
 FK0379  ______________________________________________________________________
 FK0379  GEOID HEIGHT    -        -25.937 (meters)                     GEOID18
 FK0379  DYNAMIC HEIGHT  -        471.772 (meters)     1547.81  (feet) COMP
 FK0379  MODELED GRAVITY -    979,621.7   (mgal)                       NAVD 88
 FK0379
 FK0379  VERT ORDER      -  SECOND    CLASS 0
 FK0379
 FK0379.The horizontal coordinates were scaled from a map and have
 FK0379.an estimated accuracy of +/- 6 seconds.
 FK0379
 FK0379.The orthometric height was determined by differential leveling and
 FK0379.adjusted by the NATIONAL GEODETIC SURVEY
 FK0379.in June 1991.
 FK0379
 FK0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0379.GEOID18 height accuracy estimate available here.
 FK0379
 FK0379.Click photographs - Photos may exist for this station.
 FK0379
 FK0379.The dynamic height is computed by dividing the NAVD 88
 FK0379.geopotential number by the normal gravity value computed on the
 FK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0379.degrees latitude (g = 980.6199 gals.).
 FK0379
 FK0379.The modeled gravity was interpolated from observed gravity values.
 FK0379
 FK0379;                    North         East    Units  Estimated Accuracy
 FK0379;SPC OK S     -   190,340.      506,330.      MT  (+/- 180 meters Scaled)
 FK0379
 FK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD975780(NAD 83)
 FK0379
 FK0379                          SUPERSEDED SURVEY CONTROL
 FK0379
 FK0379  NGVD 29 (??/??/92)  472.074  (m)         1548.80   (f) ADJ UNCH    2 0
 FK0379
 FK0379.Superseded values are not recommended for survey control.
 FK0379
 FK0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0379.See file dsdata.pdf to determine how the superseded data were derived.
 FK0379
 FK0379_MARKER: DB = BENCH MARK DISK
 FK0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0379_STAMPING: S 30 1934
 FK0379_MARK LOGO: CGS
 FK0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0379+STABILITY: SURFACE MOTION
 FK0379
 FK0379  HISTORY     - Date     Condition        Report By
 FK0379  HISTORY     - 1934     MONUMENTED       CGS
 FK0379  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0379
 FK0379                          STATION DESCRIPTION
 FK0379
 FK0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0379'3.9 MI E FROM HOBART.
 FK0379'3.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0379'RAILROAD FROM THE STATION AT HOBART, KIOWA COUNTY, AT UNDERPASS
 FK0379'673, 100 FEET NORTH OF THE TRACK, IN THE FENCE LINE, AND ABOUT
 FK0379'10 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 30
 FK0379'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0379
 FK0379                          STATION RECOVERY (1963)
 FK0379
 FK0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0324 ***********************************************************************
 GJ0324  DESIGNATION -  S 32
 GJ0324  PID         -  GJ0324
 GJ0324  STATE/COUNTY-  OK/WOODWARD
 GJ0324  COUNTRY     -  US
 GJ0324  USGS QUAD   -  FARGO (2018)
 GJ0324
 GJ0324                         *CURRENT SURVEY CONTROL
 GJ0324  ______________________________________________________________________
 GJ0324* NAD 83(1986) POSITION- 36 23 12.     (N) 099 36 12.     (W)   SCALED
 GJ0324* NAVD 88 ORTHO HEIGHT -   644.788 (meters)     2115.44  (feet) ADJUSTED
 GJ0324  ______________________________________________________________________
 GJ0324  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GJ0324  DYNAMIC HEIGHT  -        644.153 (meters)     2113.36  (feet) COMP
 GJ0324  MODELED GRAVITY -    979,625.5   (mgal)                       NAVD 88
 GJ0324
 GJ0324  VERT ORDER      -  FIRST     CLASS II
 GJ0324
 GJ0324.The horizontal coordinates were scaled from a map and have
 GJ0324.an estimated accuracy of +/- 6 seconds.
 GJ0324
 GJ0324.The orthometric height was determined by differential leveling and
 GJ0324.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0324.in June 1991.
 GJ0324
 GJ0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0324.GEOID18 height accuracy estimate available here.
 GJ0324
 GJ0324.Click photographs - Photos may exist for this station.
 GJ0324
 GJ0324.The dynamic height is computed by dividing the NAVD 88
 GJ0324.geopotential number by the normal gravity value computed on the
 GJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0324.degrees latitude (g = 980.6199 gals.).
 GJ0324
 GJ0324.The modeled gravity was interpolated from observed gravity values.
 GJ0324
 GJ0324;                    North         East    Units  Estimated Accuracy
 GJ0324;SPC OK N     -   155,040.      456,160.      MT  (+/- 180 meters Scaled)
 GJ0324
 GJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF458270(NAD 83)
 GJ0324
 GJ0324                          SUPERSEDED SURVEY CONTROL
 GJ0324
 GJ0324  NGVD 29 (??/??/92)  644.513  (m)         2114.54   (f) ADJ UNCH    1 2
 GJ0324
 GJ0324.Superseded values are not recommended for survey control.
 GJ0324
 GJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0324.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0324
 GJ0324_MARKER: DB = BENCH MARK DISK
 GJ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0324_STAMPING: S 32 1934
 GJ0324_MARK LOGO: CGS
 GJ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0324+STABILITY: SURFACE MOTION
 GJ0324
 GJ0324  HISTORY     - Date     Condition        Report By
 GJ0324  HISTORY     - 1934     MONUMENTED       CGS
 GJ0324
 GJ0324                          STATION DESCRIPTION
 GJ0324
 GJ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0324'1.2 MI NE FROM FARGO.
 GJ0324'1.2 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 10 FEET NORTH
 GJ0324'OF MILE POST 397.  32 FEET SOUTH OF THE CENTERLINE OF ATCHISON
 GJ0324'TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0253 ***********************************************************************
 GJ0253  DESIGNATION -  S 33
 GJ0253  PID         -  GJ0253
 GJ0253  STATE/COUNTY-  OK/DEWEY
 GJ0253  COUNTRY     -  US
 GJ0253  USGS QUAD   -  CAMARGO (2018)
 GJ0253
 GJ0253                         *CURRENT SURVEY CONTROL
 GJ0253  ______________________________________________________________________
 GJ0253* NAD 83(1986) POSITION- 36 04 20.     (N) 099 16 34.     (W)   SCALED
 GJ0253* NAVD 88 ORTHO HEIGHT -   632.912 (meters)     2076.48  (feet) ADJUSTED
 GJ0253  ______________________________________________________________________
 GJ0253  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 GJ0253  DYNAMIC HEIGHT  -        632.280 (meters)     2074.41  (feet) COMP
 GJ0253  MODELED GRAVITY -    979,612.8   (mgal)                       NAVD 88
 GJ0253
 GJ0253  VERT ORDER      -  SECOND    CLASS 0
 GJ0253
 GJ0253.The horizontal coordinates were scaled from a map and have
 GJ0253.an estimated accuracy of +/- 6 seconds.
 GJ0253
 GJ0253.The orthometric height was determined by differential leveling and
 GJ0253.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0253.in June 1991.
 GJ0253
 GJ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0253.GEOID18 height accuracy estimate available here.
 GJ0253
 GJ0253.Click photographs - Photos may exist for this station.
 GJ0253
 GJ0253.The dynamic height is computed by dividing the NAVD 88
 GJ0253.geopotential number by the normal gravity value computed on the
 GJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0253.degrees latitude (g = 980.6199 gals.).
 GJ0253
 GJ0253.The modeled gravity was interpolated from observed gravity values.
 GJ0253
 GJ0253;                    North         East    Units  Estimated Accuracy
 GJ0253;SPC OK N     -   119,720.      485,060.      MT  (+/- 180 meters Scaled)
 GJ0253
 GJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME751919(NAD 83)
 GJ0253
 GJ0253                          SUPERSEDED SURVEY CONTROL
 GJ0253
 GJ0253  NGVD 29 (??/??/92)  632.665  (m)         2075.67   (f) ADJ UNCH    2 0
 GJ0253
 GJ0253.Superseded values are not recommended for survey control.
 GJ0253
 GJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0253.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0253
 GJ0253_MARKER: DB = BENCH MARK DISK
 GJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0253_STAMPING: S 33 1934
 GJ0253_MARK LOGO: CGS
 GJ0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0253+STABILITY: SURFACE MOTION
 GJ0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0253+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1997
 GJ0253
 GJ0253  HISTORY     - Date     Condition        Report By
 GJ0253  HISTORY     - 1934     MONUMENTED       CGS
 GJ0253  HISTORY     - 19970328 GOOD             NGS
 GJ0253
 GJ0253                          STATION DESCRIPTION
 GJ0253
 GJ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0253'4.2 MI N FROM CAMARGO.
 GJ0253'4.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0253'THE STATION AT CAMARGO, DEWEY COUNTY, 70 FEET WEST OF A COUNTY-ROAD
 GJ0253'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3
 GJ0253'FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED S 33 1934
 GJ0253'AND SET IN THE TOP OF A CONCRETE POST.
 GJ0253
 GJ0253                          STATION RECOVERY (1997)
 GJ0253
 GJ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 GJ0253'10.3 KM (6.40 MI) SOUTHERLY ALONG STATE HIGHWAY 34 FROM THE POST
 GJ0253'OFFICE IN VICI, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG A DIRT ROAD,
 GJ0253'28.3 M (92.8 FT) NORTHEAST OF A UTILITY POLE WITH 2 GUY CABLES, 16.7 M
 GJ0253'(54.8 FT) NORTH OF THE ROAD CENTER, 9.8 M (32.2 FT) NORTH OF A WITNESS
 GJ0253'POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7
 GJ0253'FT) NORTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 GJ0253'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0103 ***********************************************************************
 GJ0103  DESIGNATION -  S 34
 GJ0103  PID         -  GJ0103
 GJ0103  STATE/COUNTY-  OK/BLAINE
 GJ0103  COUNTRY     -  US
 GJ0103  USGS QUAD   -  CANTON SW (2018)
 GJ0103
 GJ0103                         *CURRENT SURVEY CONTROL
 GJ0103  ______________________________________________________________________
 GJ0103* NAD 83(1986) POSITION- 36 06 56.     (N) 098 38 14.     (W)   SCALED
 GJ0103* NAVD 88 ORTHO HEIGHT -   517.648 (meters)     1698.32  (feet) ADJUSTED
 GJ0103  ______________________________________________________________________
 GJ0103  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 GJ0103  DYNAMIC HEIGHT  -        517.161 (meters)     1696.72  (feet) COMP
 GJ0103  MODELED GRAVITY -    979,676.4   (mgal)                       NAVD 88
 GJ0103
 GJ0103  VERT ORDER      -  SECOND    CLASS 0
 GJ0103
 GJ0103.The horizontal coordinates were scaled from a map and have
 GJ0103.an estimated accuracy of +/- 6 seconds.
 GJ0103
 GJ0103.The orthometric height was determined by differential leveling and
 GJ0103.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0103.in June 1991.
 GJ0103
 GJ0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0103.GEOID18 height accuracy estimate available here.
 GJ0103
 GJ0103.Click photographs - Photos may exist for this station.
 GJ0103
 GJ0103.The dynamic height is computed by dividing the NAVD 88
 GJ0103.geopotential number by the normal gravity value computed on the
 GJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0103.degrees latitude (g = 980.6199 gals.).
 GJ0103
 GJ0103.The modeled gravity was interpolated from observed gravity values.
 GJ0103
 GJ0103;                    North         East    Units  Estimated Accuracy
 GJ0103;SPC OK N     -   123,960.      542,630.      MT  (+/- 180 meters Scaled)
 GJ0103
 GJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE326968(NAD 83)
 GJ0103
 GJ0103                          SUPERSEDED SURVEY CONTROL
 GJ0103
 GJ0103  NGVD 29 (??/??/92)  517.447  (m)         1697.66   (f) ADJ UNCH    2 0
 GJ0103
 GJ0103.Superseded values are not recommended for survey control.
 GJ0103
 GJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0103.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0103
 GJ0103_MARKER: DB = BENCH MARK DISK
 GJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0103_STAMPING: S 34 1934
 GJ0103_MARK LOGO: CGS
 GJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0103+STABILITY: SURFACE MOTION
 GJ0103
 GJ0103  HISTORY     - Date     Condition        Report By
 GJ0103  HISTORY     - 1934     MONUMENTED       CGS
 GJ0103  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0103
 GJ0103                          STATION DESCRIPTION
 GJ0103
 GJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0103'6.1 MI W FROM LONGDALE.
 GJ0103'6.1 MILES WEST OF INTERSECTION CRI AND P RR AND MAIN STREET
 GJ0103'0.2 MILE WEST OF LARGE TWO STORY YELLOW FARM HOUSE.  40 FEET
 GJ0103'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35.  27 FEET EAST OF
 GJ0103'NORTH AND SOUTH SECTION LINE ROAD.  78 FEET SOUTH OF TELEPHONE
 GJ0103'POLE E-8.
 GJ0103
 GJ0103                          STATION RECOVERY (1972)
 GJ0103
 GJ0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0435 ***********************************************************************
 GH0435  DESIGNATION -  S 35
 GH0435  PID         -  GH0435
 GH0435  STATE/COUNTY-  OK/GARFIELD
 GH0435  COUNTRY     -  US
 GH0435  USGS QUAD   -  WAUKOMIS (2018)
 GH0435
 GH0435                         *CURRENT SURVEY CONTROL
 GH0435  ______________________________________________________________________
 GH0435* NAD 83(1986) POSITION- 36 20 01.     (N) 097 59 41.     (W)   SCALED
 GH0435* NAVD 88 ORTHO HEIGHT -   359.521 (meters)     1179.53  (feet) ADJUSTED
 GH0435  ______________________________________________________________________
 GH0435  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 GH0435  DYNAMIC HEIGHT  -        359.201 (meters)     1178.48  (feet) COMP
 GH0435  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 GH0435
 GH0435  VERT ORDER      -  SECOND    CLASS 0
 GH0435
 GH0435.The horizontal coordinates were scaled from a map and have
 GH0435.an estimated accuracy of +/- 6 seconds.
 GH0435
 GH0435.The orthometric height was determined by differential leveling and
 GH0435.adjusted by the NATIONAL GEODETIC SURVEY
 GH0435.in June 1991.
 GH0435
 GH0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0435.GEOID18 height accuracy estimate available here.
 GH0435
 GH0435.Click photographs - Photos may exist for this station.
 GH0435
 GH0435.The dynamic height is computed by dividing the NAVD 88
 GH0435.geopotential number by the normal gravity value computed on the
 GH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0435.degrees latitude (g = 980.6199 gals.).
 GH0435
 GH0435.The modeled gravity was interpolated from observed gravity values.
 GH0435
 GH0435;                    North         East    Units  Estimated Accuracy
 GH0435;SPC OK N     -   147,970.      600,470.      MT  (+/- 180 meters Scaled)
 GH0435
 GH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF902214(NAD 83)
 GH0435
 GH0435                          SUPERSEDED SURVEY CONTROL
 GH0435
 GH0435  NGVD 29 (??/??/92)  359.374  (m)         1179.05   (f) ADJ UNCH    2 0
 GH0435
 GH0435.Superseded values are not recommended for survey control.
 GH0435
 GH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0435.See file dsdata.pdf to determine how the superseded data were derived.
 GH0435
 GH0435_MARKER: DB = BENCH MARK DISK
 GH0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0435_STAMPING: S 35 1934
 GH0435_MARK LOGO: CGS
 GH0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0435+STABILITY: SURFACE MOTION
 GH0435
 GH0435  HISTORY     - Date     Condition        Report By
 GH0435  HISTORY     - 1934     MONUMENTED       CGS
 GH0435
 GH0435                          STATION DESCRIPTION
 GH0435
 GH0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0435'8.9 MI SW FROM ENID.
 GH0435'8.9 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0435'FROM THE POST OFFICE AT ENID, GARFIELD COUNTY, 3 FEET SOUTHEAST
 GH0435'OF MILEPOST 594, 38 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GH0435'AND 12 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0435'STAMPED S 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0150 ***********************************************************************
 EM0150  DESIGNATION -  S 37
 EM0150  PID         -  EM0150
 EM0150  STATE/COUNTY-  OK/COMANCHE
 EM0150  COUNTRY     -  US
 EM0150  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0150
 EM0150                         *CURRENT SURVEY CONTROL
 EM0150  ______________________________________________________________________
 EM0150* NAD 83(1986) POSITION- 34 37 30.     (N) 098 35 52.     (W)   SCALED
 EM0150* NAVD 88 ORTHO HEIGHT -   380.356 (meters)     1247.88  (feet) ADJUSTED
 EM0150  ______________________________________________________________________
 EM0150  GEOID HEIGHT    -        -25.655 (meters)                     GEOID18
 EM0150  DYNAMIC HEIGHT  -        379.974 (meters)     1246.63  (feet) COMP
 EM0150  MODELED GRAVITY -    979,618.2   (mgal)                       NAVD 88
 EM0150
 EM0150  VERT ORDER      -  SECOND    CLASS 0
 EM0150
 EM0150.The horizontal coordinates were scaled from a map and have
 EM0150.an estimated accuracy of +/- 6 seconds.
 EM0150
 EM0150.The orthometric height was determined by differential leveling and
 EM0150.adjusted by the NATIONAL GEODETIC SURVEY
 EM0150.in June 1991.
 EM0150
 EM0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0150.GEOID18 height accuracy estimate available here.
 EM0150
 EM0150.Click photographs - Photos may exist for this station.
 EM0150
 EM0150.The dynamic height is computed by dividing the NAVD 88
 EM0150.geopotential number by the normal gravity value computed on the
 EM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0150.degrees latitude (g = 980.6199 gals.).
 EM0150
 EM0150.The modeled gravity was interpolated from observed gravity values.
 EM0150
 EM0150;                    North         East    Units  Estimated Accuracy
 EM0150;SPC OK S     -   143,440.      545,190.      MT  (+/- 180 meters Scaled)
 EM0150
 EM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND368315(NAD 83)
 EM0150
 EM0150                          SUPERSEDED SURVEY CONTROL
 EM0150
 EM0150  NGVD 29 (??/??/92)  380.234  (m)         1247.48   (f) ADJ UNCH    2 0
 EM0150
 EM0150.Superseded values are not recommended for survey control.
 EM0150
 EM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0150.See file dsdata.pdf to determine how the superseded data were derived.
 EM0150
 EM0150_MARKER: DB = BENCH MARK DISK
 EM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0150_STAMPING: S 37 1934
 EM0150_MARK LOGO: CGS
 EM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0150+STABILITY: SURFACE MOTION
 EM0150
 EM0150  HISTORY     - Date     Condition        Report By
 EM0150  HISTORY     - 1934     MONUMENTED       CGS
 EM0150  HISTORY     - 1963     GOOD             CGS
 EM0150  HISTORY     - 1983     GOOD             LOCSUR
 EM0150  HISTORY     - 19871211 MARK NOT FOUND   USPSQD
 EM0150
 EM0150                          STATION DESCRIPTION
 EM0150
 EM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0150'2.0 MI E FROM CACHE.
 EM0150'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM CACHE,
 EM0150'COMANCHE COUNTY, 0.2 MILE NORTH OF U. S. HIGHWAY 62, AT A FARM ROAD
 EM0150'CROSSING, 31.5 FEET SOUTH OF THE SOUTH RAIL, 17.0 FEET NORTH OF A
 EM0150'FENCE LINE AND 23.5 FEET NORTHEAST OF A T-FENCE POST.  A STANDARD
 EM0150'DISK, STAMPED S 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0150
 EM0150                          STATION RECOVERY (1983)
 EM0150
 EM0150'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 EM0150'RECOVERED IN GOOD CONDITION.
 EM0150
 EM0150                          STATION RECOVERY (1987)
 EM0150
 EM0150'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 EM0150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0554 ***********************************************************************
 DN0554  DESIGNATION -  S 38
 DN0554  PID         -  DN0554
 DN0554  STATE/COUNTY-  OK/LOVE
 DN0554  COUNTRY     -  US
 DN0554  USGS QUAD   -  THACKERVILLE (2019)
 DN0554
 DN0554                         *CURRENT SURVEY CONTROL
 DN0554  ______________________________________________________________________
 DN0554* NAD 83(1986) POSITION- 33 45 10.     (N) 097 09 37.     (W)   SCALED
 DN0554* NAVD 88 ORTHO HEIGHT -   221.187 (meters)      725.68  (feet) ADJUSTED
 DN0554  ______________________________________________________________________
 DN0554  GEOID HEIGHT    -        -25.686 (meters)                     GEOID18
 DN0554  DYNAMIC HEIGHT  -        220.956 (meters)      724.92  (feet) COMP
 DN0554  MODELED GRAVITY -    979,586.3   (mgal)                       NAVD 88
 DN0554
 DN0554  VERT ORDER      -  SECOND    CLASS 0
 DN0554
 DN0554.The horizontal coordinates were scaled from a map and have
 DN0554.an estimated accuracy of +/- 6 seconds.
 DN0554
 DN0554.The orthometric height was determined by differential leveling and
 DN0554.adjusted by the NATIONAL GEODETIC SURVEY
 DN0554.in June 1991.
 DN0554
 DN0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0554.GEOID18 height accuracy estimate available here.
 DN0554
 DN0554.Click photographs - Photos may exist for this station.
 DN0554
 DN0554.The dynamic height is computed by dividing the NAVD 88
 DN0554.geopotential number by the normal gravity value computed on the
 DN0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0554.degrees latitude (g = 980.6199 gals.).
 DN0554
 DN0554.The modeled gravity was interpolated from observed gravity values.
 DN0554
 DN0554;                    North         East    Units  Estimated Accuracy
 DN0554;SPC OK S     -    46,850.      677,800.      MT  (+/- 180 meters Scaled)
 DN0554
 DN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC703362(NAD 83)
 DN0554
 DN0554                          SUPERSEDED SURVEY CONTROL
 DN0554
 DN0554  NGVD 29 (??/??/92)  221.148  (m)          725.55   (f) ADJ UNCH    2 0
 DN0554
 DN0554.Superseded values are not recommended for survey control.
 DN0554
 DN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0554.See file dsdata.pdf to determine how the superseded data were derived.
 DN0554
 DN0554_MARKER: DB = BENCH MARK DISK
 DN0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0554_STAMPING: S 38 1934
 DN0554_MARK LOGO: CGS
 DN0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0554+STABILITY: SURFACE MOTION
 DN0554
 DN0554  HISTORY     - Date     Condition        Report By
 DN0554  HISTORY     - 1934     MONUMENTED       CGS
 DN0554  HISTORY     - 1968     MARK NOT FOUND   USGS
 DN0554
 DN0554                          STATION DESCRIPTION
 DN0554
 DN0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0554'3.2 MI S FROM THACKERVILLE.
 DN0554'3.2 MILES SOUTH OF THACKERVILLE G.C. AND S.F. DEPOT.  800 FEET SOUTH
 DN0554'OF MILE POST 420 A.  40 FEET EAST OF GULF COLORADO AND SANTA FE
 DN0554'RAILROAD TRACK.  1/4 MILE NORTH OF THE ROAD AND UNDERPASS.
 DN0554
 DN0554                          STATION RECOVERY (1968)
 DN0554
 DN0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DN0554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0450 ***********************************************************************
 EL0450  DESIGNATION -  S 39 RESET
 EL0450  PID         -  EL0450
 EL0450  STATE/COUNTY-  OK/MURRAY
 EL0450  COUNTRY     -  US
 EL0450  USGS QUAD   -  GENE AUTRY (2018)
 EL0450
 EL0450                         *CURRENT SURVEY CONTROL
 EL0450  ______________________________________________________________________
 EL0450* NAD 83(1986) POSITION- 34 21 44.     (N) 097 01 58.     (W)   SCALED
 EL0450* NAVD 88 ORTHO HEIGHT -   229.42  (meters)      752.7   (feet) RESET
 EL0450  ______________________________________________________________________
 EL0450  GEOID HEIGHT    -        -25.409 (meters)                     GEOID18
 EL0450  VERT ORDER      -  THIRD
 EL0450
 EL0450.The horizontal coordinates were scaled from a map and have
 EL0450.an estimated accuracy of +/- 6 seconds.
 EL0450
 EL0450.The orthometric height was computed from unverified reset data.
 EL0450
 EL0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0450.GEOID18 height accuracy estimate available here.
 EL0450
 EL0450.Click photographs - Photos may exist for this station.
 EL0450
 EL0450;                    North         East    Units  Estimated Accuracy
 EL0450;SPC OK S     -   114,550.      688,970.      MT  (+/- 180 meters Scaled)
 EL0450
 EL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD809040(NAD 83)
 EL0450
 EL0450                          SUPERSEDED SURVEY CONTROL
 EL0450
 EL0450.No superseded survey control is available for this station.
 EL0450
 EL0450_MARKER: DB = BENCH MARK DISK
 EL0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0450_SP_SET: BRIDGE
 EL0450_STAMPING: S 39 RESET 1935
 EL0450_MARK LOGO: CGS
 EL0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0450
 EL0450  HISTORY     - Date     Condition        Report By
 EL0450  HISTORY     - 1935     MONUMENTED       CGS
 EL0450  HISTORY     - 19351102 GOOD             CGS
 EL0450
 EL0450                          STATION DESCRIPTION
 EL0450
 EL0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EL0450'3 MI S FROM DOUGHERTY.
 EL0450'3.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 EL0450'FROM THE STATION AT DOUGHERTY, MURRAY COUNTY, 930 YARDS NORTH
 EL0450'OF MILEPOST 466, AT BRIDGE 466 B, IN THE TOP OF THE WEST END OF
 EL0450'THE SOUTH MASONRY ABUTMENT, 1.5 FEET SOUTH OF THE SOUTH END OF
 EL0450'THE BRIDGE, 11 FEET WEST OF THE CENTER LONE OF THE MAIN TRACK,
 EL0450'AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 EL0450'DISK, STAMPED S 39 RESET 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0249 ***********************************************************************
 FH0249  DESIGNATION -  S 4
 FH0249  PID         -  FH0249
 FH0249  STATE/COUNTY-  OK/LE FLORE
 FH0249  COUNTRY     -  US
 FH0249  USGS QUAD   -  PANAMA (2018)
 FH0249
 FH0249                         *CURRENT SURVEY CONTROL
 FH0249  ______________________________________________________________________
 FH0249* NAD 83(1986) POSITION- 35 12 49.     (N) 094 38 52.     (W)   SCALED
 FH0249* NAVD 88 ORTHO HEIGHT -   142.053 (meters)      466.05  (feet) ADJUSTED
 FH0249  ______________________________________________________________________
 FH0249  GEOID HEIGHT    -        -30.904 (meters)                     GEOID18
 FH0249  DYNAMIC HEIGHT  -        141.914 (meters)      465.60  (feet) COMP
 FH0249  MODELED GRAVITY -    979,657.7   (mgal)                       NAVD 88
 FH0249
 FH0249  VERT ORDER      -  FIRST     CLASS II
 FH0249
 FH0249.The horizontal coordinates were scaled from a map and have
 FH0249.an estimated accuracy of +/- 6 seconds.
 FH0249
 FH0249.The orthometric height was determined by differential leveling and
 FH0249.adjusted by the NATIONAL GEODETIC SURVEY
 FH0249.in June 1991.
 FH0249
 FH0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0249.GEOID18 height accuracy estimate available here.
 FH0249
 FH0249.Click photographs - Photos may exist for this station.
 FH0249
 FH0249.The dynamic height is computed by dividing the NAVD 88
 FH0249.geopotential number by the normal gravity value computed on the
 FH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0249.degrees latitude (g = 980.6199 gals.).
 FH0249
 FH0249.The modeled gravity was interpolated from observed gravity values.
 FH0249
 FH0249;                    North         East    Units  Estimated Accuracy
 FH0249;SPC OK S     -   213,640.      905,160.      MT  (+/- 180 meters Scaled)
 FH0249
 FH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU500979(NAD 83)
 FH0249
 FH0249                          SUPERSEDED SURVEY CONTROL
 FH0249
 FH0249  NGVD 29 (??/??/92)  141.950  (m)          465.71   (f) ADJ UNCH    1 2
 FH0249
 FH0249.Superseded values are not recommended for survey control.
 FH0249
 FH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0249.See file dsdata.pdf to determine how the superseded data were derived.
 FH0249
 FH0249_MARKER: DB = BENCH MARK DISK
 FH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0249_STAMPING: 465.714 S 4 1933
 FH0249_MARK LOGO: CGS
 FH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0249+STABILITY: SURFACE MOTION
 FH0249
 FH0249  HISTORY     - Date     Condition        Report By
 FH0249  HISTORY     - 1933     MONUMENTED       CGS
 FH0249  HISTORY     - 1959     GOOD             CGS
 FH0249
 FH0249                          STATION DESCRIPTION
 FH0249
 FH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0249'2.2 MI S FROM SPIRO.
 FH0249'2.2 MILES SOUTH ALONG THE ABANDONED KANSAS CITY SOUTHERN RAILWAY
 FH0249'FROM SPIRO, LE FLORE COUNTY, AT A PRIVATE-ROAD CROSSING, 50 FEET
 FH0249'EAST OF THE OLD ROADBED, 12 FEET SOUTH OF THE CENTERLINE OF THE
 FH0249'ROAD AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0560 ***********************************************************************
 EL0560  DESIGNATION -  S 41
 EL0560  PID         -  EL0560
 EL0560  STATE/COUNTY-  OK/GRADY
 EL0560  COUNTRY     -  US
 EL0560  USGS QUAD   -  BRADLEY (2018)
 EL0560
 EL0560                         *CURRENT SURVEY CONTROL
 EL0560  ______________________________________________________________________
 EL0560* NAD 83(1986) POSITION- 34 53 07.     (N) 097 42 30.     (W)   SCALED
 EL0560* NAVD 88 ORTHO HEIGHT -   308.479 (meters)     1012.07  (feet) ADJUSTED
 EL0560  ______________________________________________________________________
 EL0560  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 EL0560  DYNAMIC HEIGHT  -        308.177 (meters)     1011.08  (feet) COMP
 EL0560  MODELED GRAVITY -    979,647.4   (mgal)                       NAVD 88
 EL0560
 EL0560  VERT ORDER      -  SECOND    CLASS 0
 EL0560
 EL0560.The horizontal coordinates were scaled from a map and have
 EL0560.an estimated accuracy of +/- 6 seconds.
 EL0560
 EL0560.The orthometric height was determined by differential leveling and
 EL0560.adjusted by the NATIONAL GEODETIC SURVEY
 EL0560.in June 1991.
 EL0560
 EL0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0560.GEOID18 height accuracy estimate available here.
 EL0560
 EL0560.Click photographs - Photos may exist for this station.
 EL0560
 EL0560.The dynamic height is computed by dividing the NAVD 88
 EL0560.geopotential number by the normal gravity value computed on the
 EL0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0560.degrees latitude (g = 980.6199 gals.).
 EL0560
 EL0560.The modeled gravity was interpolated from observed gravity values.
 EL0560
 EL0560;                    North         East    Units  Estimated Accuracy
 EL0560;SPC OK S     -   172,190.      626,660.      MT  (+/- 180 meters Scaled)
 EL0560
 EL0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD180610(NAD 83)
 EL0560
 EL0560                          SUPERSEDED SURVEY CONTROL
 EL0560
 EL0560  NGVD 29 (??/??/92)  308.390  (m)         1011.78   (f) ADJ UNCH    2 0
 EL0560
 EL0560.Superseded values are not recommended for survey control.
 EL0560
 EL0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0560.See file dsdata.pdf to determine how the superseded data were derived.
 EL0560
 EL0560_MARKER: DB = BENCH MARK DISK
 EL0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0560_STAMPING: S 41 1934
 EL0560_MARK LOGO: CGS
 EL0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0560+STABILITY: SURFACE MOTION
 EL0560
 EL0560  HISTORY     - Date     Condition        Report By
 EL0560  HISTORY     - 1934     MONUMENTED       CGS
 EL0560  HISTORY     - 1939     GOOD
 EL0560  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 EL0560
 EL0560                          STATION DESCRIPTION
 EL0560
 EL0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0560'AT BRADLEY.
 EL0560'AT BRADLEY 0.2 MILES EAST OF MILE POST 455 ON CHICAGO ROCK
 EL0560'ISLAND AND PACIFIC RAILROAD.  42 FEET NORTH OF RAILROAD STATION
 EL0560'AT BRADLEY.  30 FEET NORTH OF NEAREST RAIL OF TRACK.
 EL0560
 EL0560                          STATION RECOVERY (1939)
 EL0560
 EL0560'RECOVERED 1939
 EL0560'RECOVERED IN GOOD CONDITION.
 EL0560
 EL0560                          STATION RECOVERY (2022)
 EL0560
 EL0560'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JBG)
 EL0560'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0318 ***********************************************************************
 EL0318  DESIGNATION -  S 42
 EL0318  PID         -  EL0318
 EL0318  STATE/COUNTY-  OK/GARVIN
 EL0318  COUNTRY     -  US
 EL0318  USGS QUAD   -  MAYSVILLE (2018)
 EL0318
 EL0318                         *CURRENT SURVEY CONTROL
 EL0318  ______________________________________________________________________
 EL0318* NAD 83(1986) POSITION- 34 48 38.     (N) 097 22 37.     (W)   SCALED
 EL0318* NAVD 88 ORTHO HEIGHT -   294.266 (meters)      965.44  (feet) ADJUSTED
 EL0318  ______________________________________________________________________
 EL0318  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 EL0318  DYNAMIC HEIGHT  -        293.979 (meters)      964.50  (feet) COMP
 EL0318  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 EL0318
 EL0318  VERT ORDER      -  SECOND    CLASS 0
 EL0318
 EL0318.The horizontal coordinates were scaled from a map and have
 EL0318.an estimated accuracy of +/- 6 seconds.
 EL0318
 EL0318.The orthometric height was determined by differential leveling and
 EL0318.adjusted by the NATIONAL GEODETIC SURVEY
 EL0318.in June 1991.
 EL0318
 EL0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0318.GEOID18 height accuracy estimate available here.
 EL0318
 EL0318.Click photographs - Photos may exist for this station.
 EL0318
 EL0318.The dynamic height is computed by dividing the NAVD 88
 EL0318.geopotential number by the normal gravity value computed on the
 EL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0318.degrees latitude (g = 980.6199 gals.).
 EL0318
 EL0318.The modeled gravity was interpolated from observed gravity values.
 EL0318
 EL0318;                    North         East    Units  Estimated Accuracy
 EL0318;SPC OK S     -   164,040.      657,010.      MT  (+/- 180 meters Scaled)
 EL0318
 EL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD484532(NAD 83)
 EL0318
 EL0318                          SUPERSEDED SURVEY CONTROL
 EL0318
 EL0318  NGVD 29 (??/??/92)  294.184  (m)          965.17   (f) ADJ UNCH    2 0
 EL0318
 EL0318.Superseded values are not recommended for survey control.
 EL0318
 EL0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0318.See file dsdata.pdf to determine how the superseded data were derived.
 EL0318
 EL0318_MARKER: DB = BENCH MARK DISK
 EL0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0318_STAMPING: S 42 1934
 EL0318_MARK LOGO: CGS
 EL0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0318+STABILITY: SURFACE MOTION
 EL0318
 EL0318  HISTORY     - Date     Condition        Report By
 EL0318  HISTORY     - 1934     MONUMENTED       CGS
 EL0318  HISTORY     - 1963     MARK NOT FOUND   CGS
 EL0318
 EL0318                          STATION DESCRIPTION
 EL0318
 EL0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0318'1.8 MI SE FROM MAYSVILLE.
 EL0318'0.3 MILE WEST OF MILE POST 10.  68 FEET NORTH OF NEAREST RAIL
 EL0318'OF ATCHISON TOPEKA AND SANTA FE RAILWAY TRACK.  33 FEET EAST
 EL0318'OF CENTER LINE COUNTY ROAD.  ON COUNTY ROAD RIGHT OF WAY LINE
 EL0318'AND SOUTH OF RAILWAY PROPERTY FENCE LINE CORNER.
 EL0318
 EL0318                          STATION RECOVERY (1963)
 EL0318
 EL0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EL0318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0472 ***********************************************************************
 EL0472  DESIGNATION -  S 43
 EL0472  PID         -  EL0472
 EL0472  STATE/COUNTY-  OK/JEFFERSON
 EL0472  COUNTRY     -  US
 EL0472  USGS QUAD   -  RYAN (2019)
 EL0472
 EL0472                         *CURRENT SURVEY CONTROL
 EL0472  ______________________________________________________________________
 EL0472* NAD 83(1986) POSITION- 34 01 24.     (N) 097 58 07.     (W)   SCALED
 EL0472* NAVD 88 ORTHO HEIGHT -   253.972 (meters)      833.24  (feet) ADJUSTED
 EL0472  ______________________________________________________________________
 EL0472  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 EL0472  DYNAMIC HEIGHT  -        253.704 (meters)      832.36  (feet) COMP
 EL0472  MODELED GRAVITY -    979,577.4   (mgal)                       NAVD 88
 EL0472
 EL0472  VERT ORDER      -  FIRST     CLASS II
 EL0472
 EL0472.The horizontal coordinates were scaled from a map and have
 EL0472.an estimated accuracy of +/- 6 seconds.
 EL0472
 EL0472.The orthometric height was determined by differential leveling and
 EL0472.adjusted by the NATIONAL GEODETIC SURVEY
 EL0472.in June 1991.
 EL0472
 EL0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0472.GEOID18 height accuracy estimate available here.
 EL0472
 EL0472.Click photographs - Photos may exist for this station.
 EL0472
 EL0472.The dynamic height is computed by dividing the NAVD 88
 EL0472.geopotential number by the normal gravity value computed on the
 EL0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0472.degrees latitude (g = 980.6199 gals.).
 EL0472
 EL0472.The modeled gravity was interpolated from observed gravity values.
 EL0472
 EL0472;                    North         East    Units  Estimated Accuracy
 EL0472;SPC OK S     -    76,540.      602,900.      MT  (+/- 180 meters Scaled)
 EL0472
 EL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC952652(NAD 83)
 EL0472
 EL0472                          SUPERSEDED SURVEY CONTROL
 EL0472
 EL0472  NGVD 29 (??/??/92)  253.849  (m)          832.84   (f) ADJ UNCH    1 2
 EL0472
 EL0472.Superseded values are not recommended for survey control.
 EL0472
 EL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0472.See file dsdata.pdf to determine how the superseded data were derived.
 EL0472
 EL0472_MARKER: DB = BENCH MARK DISK
 EL0472_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EL0472_SP_SET: BRIDGE ABUTMENT
 EL0472_STAMPING: S 43 1934
 EL0472_MARK LOGO: CGS
 EL0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0472
 EL0472  HISTORY     - Date     Condition        Report By
 EL0472  HISTORY     - 1934     MONUMENTED       CGS
 EL0472  HISTORY     - 1963     GOOD
 EL0472  HISTORY     - 1986     POOR             NGS
 EL0472
 EL0472                          STATION DESCRIPTION
 EL0472
 EL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0472'0.5 MI N FROM RYAN.
 EL0472'0.5 MILES NORTH OF CRIPRR STATION AT RYAN, SET ON EAST SIDE OF
 EL0472'SOUTH ABUTMENT OF CHICAGO ROCK ISLAND AND PACIFIC RAILWAY BRIDGE
 EL0472'510.0 OVER BEAVER CREEK.
 EL0472
 EL0472                          STATION RECOVERY (1963)
 EL0472
 EL0472'RECOVERED 1963
 EL0472'RECOVERED IN GOOD CONDITION.
 EL0472
 EL0472                          STATION RECOVERY (1986)
 EL0472
 EL0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0472'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM (0.85
 EL0472'MI) WEST ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 81
 EL0472'IN WURIKA, THENCE 15.4 KM (9.55 MI) SOUTHERLY ALONG THE OKLAHOMA
 EL0472'KANSAS TEXAS RAILROAD.  NOTE--THE DISK HAS BEEN MUTILATED AND THE
 EL0472'STAMPING IS PARTLY ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0343 ***********************************************************************
 EL0343  DESIGNATION -  S 44
 EL0343  PID         -  EL0343
 EL0343  STATE/COUNTY-  OK/GARVIN
 EL0343  COUNTRY     -  US
 EL0343  USGS QUAD   -  BYARS (2018)
 EL0343
 EL0343                         *CURRENT SURVEY CONTROL
 EL0343  ______________________________________________________________________
 EL0343* NAD 83(1986) POSITION- 34 49 25.     (N) 097 06 11.     (W)   SCALED
 EL0343* NAVD 88 ORTHO HEIGHT -   286.014 (meters)      938.36  (feet) ADJUSTED
 EL0343  ______________________________________________________________________
 EL0343  GEOID HEIGHT    -        -25.778 (meters)                     GEOID18
 EL0343  DYNAMIC HEIGHT  -        285.735 (meters)      937.45  (feet) COMP
 EL0343  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 EL0343
 EL0343  VERT ORDER      -  SECOND    CLASS 0
 EL0343
 EL0343.The horizontal coordinates were scaled from a map and have
 EL0343.an estimated accuracy of +/- 6 seconds.
 EL0343
 EL0343.The orthometric height was determined by differential leveling and
 EL0343.adjusted by the NATIONAL GEODETIC SURVEY
 EL0343.in June 1991.
 EL0343
 EL0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0343.GEOID18 height accuracy estimate available here.
 EL0343
 EL0343.Click photographs - Photos may exist for this station.
 EL0343
 EL0343.The dynamic height is computed by dividing the NAVD 88
 EL0343.geopotential number by the normal gravity value computed on the
 EL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0343.degrees latitude (g = 980.6199 gals.).
 EL0343
 EL0343.The modeled gravity was interpolated from observed gravity values.
 EL0343
 EL0343;                    North         East    Units  Estimated Accuracy
 EL0343;SPC OK S     -   165,670.      682,050.      MT  (+/- 180 meters Scaled)
 EL0343
 EL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD734551(NAD 83)
 EL0343
 EL0343                          SUPERSEDED SURVEY CONTROL
 EL0343
 EL0343  NGVD 29 (??/??/92)  285.933  (m)          938.10   (f) ADJ UNCH    2 0
 EL0343
 EL0343.Superseded values are not recommended for survey control.
 EL0343
 EL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0343.See file dsdata.pdf to determine how the superseded data were derived.
 EL0343
 EL0343_MARKER: DB = BENCH MARK DISK
 EL0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0343_SP_SET: MILEPOST
 EL0343_STAMPING: S 44 1934
 EL0343_MARK LOGO: CGS
 EL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0343+STABILITY: SURFACE MOTION
 EL0343
 EL0343  HISTORY     - Date     Condition        Report By
 EL0343  HISTORY     - 1934     MONUMENTED       CGS
 EL0343
 EL0343                          STATION DESCRIPTION
 EL0343
 EL0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0343'4.6 MI SW FROM BYARS.
 EL0343'4.6 MILES SOUTHWEST OF A T AND SF RR. STATION, AT BYARS.
 EL0343'SET IN THE TOP OF A LIMESTONE ATCHISON-TOPEKA AND SANTA FE
 EL0343'RAILROAD MILE POST 174.  25 FEET WEST OF THE NEAREST RAIL OF
 EL0343'THE ATCHISON-TOPEKA AND SANTA FE RAILWAY TRACK.  6 ABOVE THE
 EL0343'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0279 ***********************************************************************
 EL0279  DESIGNATION -  S 45
 EL0279  PID         -  EL0279
 EL0279  STATE/COUNTY-  OK/PONTOTOC
 EL0279  COUNTRY     -  US
 EL0279  USGS QUAD   -  STONEWALL (2018)
 EL0279
 EL0279                         *CURRENT SURVEY CONTROL
 EL0279  ______________________________________________________________________
 EL0279* NAD 83(1986) POSITION- 34 38 50.     (N) 096 31 43.     (W)   SCALED
 EL0279* NAVD 88 ORTHO HEIGHT -   219.166 (meters)      719.05  (feet) ADJUSTED
 EL0279  ______________________________________________________________________
 EL0279  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 EL0279  DYNAMIC HEIGHT  -        218.952 (meters)      718.35  (feet) COMP
 EL0279  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 EL0279
 EL0279  VERT ORDER      -  SECOND    CLASS 0
 EL0279
 EL0279.The horizontal coordinates were scaled from a map and have
 EL0279.an estimated accuracy of +/- 6 seconds.
 EL0279
 EL0279.The orthometric height was determined by differential leveling and
 EL0279.adjusted by the NATIONAL GEODETIC SURVEY
 EL0279.in June 1991.
 EL0279
 EL0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0279.GEOID18 height accuracy estimate available here.
 EL0279
 EL0279.Click photographs - Photos may exist for this station.
 EL0279
 EL0279.The dynamic height is computed by dividing the NAVD 88
 EL0279.geopotential number by the normal gravity value computed on the
 EL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0279.degrees latitude (g = 980.6199 gals.).
 EL0279
 EL0279.The modeled gravity was interpolated from observed gravity values.
 EL0279
 EL0279;                    North         East    Units  Estimated Accuracy
 EL0279;SPC OK S     -   146,720.      734,880.      MT  (+/- 180 meters Scaled)
 EL0279
 EL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD265367(NAD 83)
 EL0279
 EL0279                          SUPERSEDED SURVEY CONTROL
 EL0279
 EL0279  NGVD 29 (??/??/92)  219.088  (m)          718.79   (f) ADJ UNCH    2 0
 EL0279
 EL0279.Superseded values are not recommended for survey control.
 EL0279
 EL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0279.See file dsdata.pdf to determine how the superseded data were derived.
 EL0279
 EL0279_MARKER: DB = BENCH MARK DISK
 EL0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0279_SP_SET: WALL
 EL0279_STAMPING: S 45 1934
 EL0279_MARK LOGO: CGS
 EL0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0279
 EL0279  HISTORY     - Date     Condition        Report By
 EL0279  HISTORY     - 1934     MONUMENTED       CGS
 EL0279  HISTORY     - 1939     GOOD
 EL0279
 EL0279                          STATION DESCRIPTION
 EL0279
 EL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0279'AT STONEWALL SET IN THE NORTH FACE OF THE BRICK WALL OF THE
 EL0279'STONEWALL HIGH SCHOOL.  HALFWAY BETWEEN A WINDOW, AND THE EAST
 EL0279'MAIN ENTRANCE.  4 FEET ABOVE THE GROUND.
 EL0279
 EL0279                          STATION RECOVERY (1939)
 EL0279
 EL0279'RECOVERED 1939
 EL0279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0457 ***********************************************************************
 GH0457  DESIGNATION -  S 46
 GH0457  PID         -  GH0457
 GH0457  STATE/COUNTY-  OK/GARFIELD
 GH0457  COUNTRY     -  US
 GH0457  USGS QUAD   -  COVINGTON (2018)
 GH0457
 GH0457                         *CURRENT SURVEY CONTROL
 GH0457  ______________________________________________________________________
 GH0457* NAD 83(1993) POSITION- 36 17 10.09653(N) 097 32 46.47136(W)   ADJUSTED
 GH0457* NAD 83(1993) ELLIP HT-   321.690 (meters)        (11/28/94)   ADJUSTED
 GH0457* NAVD 88 ORTHO HEIGHT -   349.788 (meters)     1147.60  (feet) ADJUSTED
 GH0457  ______________________________________________________________________
 GH0457  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 GH0457  NAD 83(1993) X  -   -676,006.392 (meters)                     COMP
 GH0457  NAD 83(1993) Y  - -5,102,949.866 (meters)                     COMP
 GH0457  NAD 83(1993) Z  -  3,754,021.913 (meters)                     COMP
 GH0457  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 GH0457  DYNAMIC HEIGHT  -        349.474 (meters)     1146.57  (feet) COMP
 GH0457  MODELED GRAVITY -    979,725.3   (mgal)                       NAVD 88
 GH0457
 GH0457  HORZ ORDER      -  SECOND
 GH0457  VERT ORDER      -  SECOND    CLASS 0
 GH0457  ELLP ORDER      -  FIFTH     CLASS I
 GH0457
 GH0457.The horizontal coordinates were established by GPS observations
 GH0457.and adjusted by the National Geodetic Survey in November 1994.
 GH0457
 GH0457.The orthometric height was determined by differential leveling and
 GH0457.adjusted by the NATIONAL GEODETIC SURVEY
 GH0457.in June 1991.
 GH0457
 GH0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0457.GEOID18 height accuracy estimate available here.
 GH0457
 GH0457.Click photographs - Photos may exist for this station.
 GH0457
 GH0457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0457
 GH0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0457
 GH0457.The ellipsoidal height was determined by GPS observations
 GH0457.and is referenced to NAD 83.
 GH0457
 GH0457.The dynamic height is computed by dividing the NAVD 88
 GH0457.geopotential number by the normal gravity value computed on the
 GH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0457.degrees latitude (g = 980.6199 gals.).
 GH0457
 GH0457.The modeled gravity was interpolated from observed gravity values.
 GH0457
 GH0457. The following values were computed from the NAD 83(1993) position.
 GH0457
 GH0457;                    North         East     Units Scale Factor Converg.
 GH0457;SPC OK N     -   142,796.471   640,761.899   MT  0.99994755   +0 16 04.0
 GH0457;SPC OK N     -   468,491.42  2,102,233.00   sFT  0.99994755   +0 16 04.0
 GH0457;UTM  14      - 4,016,666.413   630,553.029   MT  0.99981000   +0 51 37.7
 GH0457
 GH0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0457!SPC OK N     -   0.99994952  x   0.99994755  =   0.99989707
 GH0457!UTM  14      -   0.99994952  x   0.99981000  =   0.99975952
 GH0457
 GH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3055316666(NAD 83)
 GH0457
 GH0457                          SUPERSEDED SURVEY CONTROL
 GH0457
 GH0457  NAD 83(1986)-  36 17 10.10434(N)    097 32 46.46017(W) AD(       ) 2
 GH0457  NGVD 29 (??/??/92)  349.648  (m)         1147.14   (f) ADJ UNCH    2 0
 GH0457  NGVD 29 (11/30/89)  350.     (m)  RAPSU86  model used  GPS OBS        
 GH0457
 GH0457.Superseded values are not recommended for survey control.
 GH0457
 GH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0457.See file dsdata.pdf to determine how the superseded data were derived.
 GH0457
 GH0457_MARKER: DB = BENCH MARK DISK
 GH0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0457_STAMPING: S 46 1934
 GH0457_MARK LOGO: CGS
 GH0457_PROJECTION: PROJECTING 20 CENTIMETERS
 GH0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0457+STABILITY: SURFACE MOTION
 GH0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0457+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2014
 GH0457
 GH0457  HISTORY     - Date     Condition        Report By
 GH0457  HISTORY     - 1934     MONUMENTED       CGS
 GH0457  HISTORY     - 1971     GOOD
 GH0457  HISTORY     - 19890301 GOOD             NGS
 GH0457  HISTORY     - 20060817 GOOD             OKDOT
 GH0457  HISTORY     - 20101210 GOOD             AMEC
 GH0457  HISTORY     - 20140910 GOOD             AEROTE
 GH0457
 GH0457                          STATION DESCRIPTION
 GH0457
 GH0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0457'10 MI E FROM FAIRMONT.
 GH0457'10.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0457'THE STATION AT FAIRMONT, GARFIELD COUNTY, 4 FEET NORTH OF
 GH0457'THE THIRD POLE EAST OF MILEPOST 524, 45 FEET NORTH OF THE
 GH0457'CENTERLINE OF THE TRACK, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY
 GH0457'FENCE.  A STANDARD DISK, STAMPED S 46 1934 AND SET IN THE TOP
 GH0457'OF A CONCRETE POST.  NOTE-- A WITNESS POST WAS SET 2.0 FEET
 GH0457'EAST OF STATION.
 GH0457
 GH0457                          STATION RECOVERY (1971)
 GH0457
 GH0457'RECOVERED 1971
 GH0457'RECOVERED IN GOOD CONDITION.
 GH0457
 GH0457                          STATION RECOVERY (1989)
 GH0457
 GH0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0457'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0457'FOLLOWS.
 GH0457'THE STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) SOUTH-SOUTHEAST OF
 GH0457'GARBER, 7.8 KM (4.85 MI) WEST-NORTHWEST OF LUCIEN, AND 4.9 KM
 GH0457'(3.05 MI) SOUTHEAST OF COVINGTON.  OWNERSHIP--STATE HIGHWAY
 GH0457'DEPARTMENT.
 GH0457'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 74 AND 164 IN
 GH0457'SOUTH COVINGTON, GO SOUTHEAST ON HIGHWAY 164 FOR 4.1 KM (2.55 MI) TO
 GH0457'THE STATION ON THE RIGHT, BETWEEN THE HIGHWAY AND THE BURLINGTON
 GH0457'NORTHERN RAILROAD.
 GH0457'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 GH0457'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 14.0 M
 GH0457'(45.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.0 M
 GH0457'(42.7 FT) NORTHEAST OF THE NEAR RAIL, 8.7 M (28.5 FT) NORTHEAST OF
 GH0457'MILEPOST 524, AND 0.9 M (3.0 FT) NORTHWEST OF A CARSONITE WITNESS
 GH0457'POST.
 GH0457'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GH0457
 GH0457                          STATION RECOVERY (2006)
 GH0457
 GH0457'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (RDS)
 GH0457'RECOVERED IN GOOD CONDITION.
 GH0457
 GH0457                          STATION RECOVERY (2010)
 GH0457
 GH0457'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2010 (JS)
 GH0457'RECOVERED AS DESCRIBED
 GH0457
 GH0457                          STATION RECOVERY (2014)
 GH0457
 GH0457'RECOVERY NOTE BY AEROTEC 2014 (CG)
 GH0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0122 ***********************************************************************
 GH0122  DESIGNATION -  S 47
 GH0122  PID         -  GH0122
 GH0122  STATE/COUNTY-  OK/PAWNEE
 GH0122  COUNTRY     -  US
 GH0122  USGS QUAD   -  PAWNEE (2018)
 GH0122
 GH0122                         *CURRENT SURVEY CONTROL
 GH0122  ______________________________________________________________________
 GH0122* NAD 83(1986) POSITION- 36 19 59.     (N) 096 51 35.     (W)   SCALED
 GH0122* NAVD 88 ORTHO HEIGHT -   272.802 (meters)      895.02  (feet) ADJUSTED
 GH0122  ______________________________________________________________________
 GH0122  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 GH0122  DYNAMIC HEIGHT  -        272.563 (meters)      894.23  (feet) COMP
 GH0122  MODELED GRAVITY -    979,750.2   (mgal)                       NAVD 88
 GH0122
 GH0122  VERT ORDER      -  SECOND    CLASS 0
 GH0122
 GH0122.The horizontal coordinates were scaled from a map and have
 GH0122.an estimated accuracy of +/- 6 seconds.
 GH0122
 GH0122.The orthometric height was determined by differential leveling and
 GH0122.adjusted by the NATIONAL GEODETIC SURVEY
 GH0122.in June 1991.
 GH0122
 GH0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0122.GEOID18 height accuracy estimate available here.
 GH0122
 GH0122.Click photographs - Photos may exist for this station.
 GH0122
 GH0122.The dynamic height is computed by dividing the NAVD 88
 GH0122.geopotential number by the normal gravity value computed on the
 GH0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0122.degrees latitude (g = 980.6199 gals.).
 GH0122
 GH0122.The modeled gravity was interpolated from observed gravity values.
 GH0122
 GH0122;                    North         East    Units  Estimated Accuracy
 GH0122;SPC OK N     -   148,510.      702,370.      MT  (+/- 180 meters Scaled)
 GH0122
 GH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF920230(NAD 83)
 GH0122
 GH0122                          SUPERSEDED SURVEY CONTROL
 GH0122
 GH0122  NGVD 29 (??/??/92)  272.691  (m)          894.65   (f) ADJ UNCH    2 0
 GH0122
 GH0122.Superseded values are not recommended for survey control.
 GH0122
 GH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0122.See file dsdata.pdf to determine how the superseded data were derived.
 GH0122
 GH0122_MARKER: DB = BENCH MARK DISK
 GH0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0122_STAMPING: S 47 1934
 GH0122_MARK LOGO: CGS
 GH0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0122+STABILITY: SURFACE MOTION
 GH0122
 GH0122  HISTORY     - Date     Condition        Report By
 GH0122  HISTORY     - 1934     MONUMENTED       CGS
 GH0122  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0122
 GH0122                          STATION DESCRIPTION
 GH0122
 GH0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0122'3.6 MI W FROM PAWNEE.
 GH0122'3.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0122'STATION AT PAWNEE, PAWNEE COUNTY, 265 FEET EAST OF THE TWELFTH
 GH0122'POLE EAST OF MILEPOST 482, AT A ROAD CROSSING, 70 FEET SOUTHWEST
 GH0122'OF THE EAST-AND-WEST SECTION-LINE ROAD, AND 33 FEET SOUTHEAST OF
 GH0122'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED S 47 1934
 GH0122'AND SET IN THE TOP OF A CONCRETE POST.
 GH0122
 GH0122                          STATION RECOVERY (1976)
 GH0122
 GH0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0078 ***********************************************************************
 GH0078  DESIGNATION -  S 48
 GH0078  PID         -  GH0078
 GH0078  STATE/COUNTY-  OK/TULSA
 GH0078  COUNTRY     -  US
 GH0078  USGS QUAD   -  SAND SPRINGS (2018)
 GH0078
 GH0078                         *CURRENT SURVEY CONTROL
 GH0078  ______________________________________________________________________
 GH0078* NAD 83(1986) POSITION- 36 08 06.     (N) 096 03 07.     (W)   SCALED
 GH0078* NAVD 88 ORTHO HEIGHT -   196.715 (meters)      645.39  (feet) ADJUSTED
 GH0078  ______________________________________________________________________
 GH0078  GEOID HEIGHT    -        -28.805 (meters)                     GEOID18
 GH0078  DYNAMIC HEIGHT  -        196.543 (meters)      644.82  (feet) COMP
 GH0078  MODELED GRAVITY -    979,757.8   (mgal)                       NAVD 88
 GH0078
 GH0078  VERT ORDER      -  SECOND    CLASS 0
 GH0078
 GH0078.The horizontal coordinates were scaled from a map and have
 GH0078.an estimated accuracy of +/- 6 seconds.
 GH0078
 GH0078.The orthometric height was determined by differential leveling and
 GH0078.adjusted by the NATIONAL GEODETIC SURVEY
 GH0078.in June 1991.
 GH0078
 GH0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0078.GEOID18 height accuracy estimate available here.
 GH0078
 GH0078.Click photographs - Photos may exist for this station.
 GH0078
 GH0078.The dynamic height is computed by dividing the NAVD 88
 GH0078.geopotential number by the normal gravity value computed on the
 GH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0078.degrees latitude (g = 980.6199 gals.).
 GH0078
 GH0078.The modeled gravity was interpolated from observed gravity values.
 GH0078
 GH0078;                    North         East    Units  Estimated Accuracy
 GH0078;SPC OK N     -   127,690.      775,320.      MT  (+/- 180 meters Scaled)
 GH0078
 GH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF652029(NAD 83)
 GH0078
 GH0078                          SUPERSEDED SURVEY CONTROL
 GH0078
 GH0078  NGVD 29 (??/??/92)  196.599  (m)          645.01   (f) ADJ UNCH    2 0
 GH0078
 GH0078.Superseded values are not recommended for survey control.
 GH0078
 GH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0078.See file dsdata.pdf to determine how the superseded data were derived.
 GH0078
 GH0078_MARKER: DB = BENCH MARK DISK
 GH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0078_STAMPING: S 48 1934
 GH0078_MARK LOGO: CGS
 GH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0078+STABILITY: SURFACE MOTION
 GH0078
 GH0078  HISTORY     - Date     Condition        Report By
 GH0078  HISTORY     - 1934     MONUMENTED       CGS
 GH0078  HISTORY     - 1955     MARK NOT FOUND   USGS
 GH0078
 GH0078                          STATION DESCRIPTION
 GH0078
 GH0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0078'4.3 MI W FROM TULSA.
 GH0078'4.3 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0078'UNION STATION AT TULSA, TULSA COUNTY, 120 FEET SOUTHEAST OF THE
 GH0078'OZARK CHEMICAL CO. PLANT, 30 FEET WEST OF A NORTH-AND-SOUTH
 GH0078'ROAD LEADING TO THE PLANT, 45 FEET SOUTH OF THE CENTERLINE OF
 GH0078'THE TRACK, AND 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 GH0078'STANDARD DISK, STAMPED S 48 1934 AND SET IN THE TOP OF A CONCRETE
 GH0078'POST.
 GH0078
 GH0078                          STATION RECOVERY (1955)
 GH0078
 GH0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GH0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0654 ***********************************************************************
 FH0654  DESIGNATION -  S 5
 FH0654  PID         -  FH0654
 FH0654  STATE/COUNTY-  OK/PITTSBURG
 FH0654  COUNTRY     -  US
 FH0654  USGS QUAD   -  CANADIAN (2018)
 FH0654
 FH0654                         *CURRENT SURVEY CONTROL
 FH0654  ______________________________________________________________________
 FH0654* NAD 83(1986) POSITION- 35 10 01.     (N) 095 44 28.     (W)   SCALED
 FH0654* NAVD 88 ORTHO HEIGHT -   198.917 (meters)      652.61  (feet) ADJUSTED
 FH0654  ______________________________________________________________________
 FH0654  GEOID HEIGHT    -        -29.862 (meters)                     GEOID18
 FH0654  DYNAMIC HEIGHT  -        198.722 (meters)      651.97  (feet) COMP
 FH0654  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 FH0654
 FH0654  VERT ORDER      -  FIRST     CLASS II
 FH0654
 FH0654.The horizontal coordinates were scaled from a map and have
 FH0654.an estimated accuracy of +/- 6 seconds.
 FH0654
 FH0654.The orthometric height was determined by differential leveling and
 FH0654.adjusted by the NATIONAL GEODETIC SURVEY
 FH0654.in June 1991.
 FH0654
 FH0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0654.GEOID18 height accuracy estimate available here.
 FH0654
 FH0654.Click photographs - Photos may exist for this station.
 FH0654
 FH0654.The dynamic height is computed by dividing the NAVD 88
 FH0654.geopotential number by the normal gravity value computed on the
 FH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0654.degrees latitude (g = 980.6199 gals.).
 FH0654
 FH0654.The modeled gravity was interpolated from observed gravity values.
 FH0654
 FH0654;                    North         East    Units  Estimated Accuracy
 FH0654;SPC OK S     -   205,700.      805,770.      MT  (+/- 180 meters Scaled)
 FH0654
 FH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU503949(NAD 83)
 FH0654
 FH0654                          SUPERSEDED SURVEY CONTROL
 FH0654
 FH0654  NGVD 29 (??/??/92)  198.809  (m)          652.26   (f) ADJ UNCH    1 2
 FH0654
 FH0654.Superseded values are not recommended for survey control.
 FH0654
 FH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0654.See file dsdata.pdf to determine how the superseded data were derived.
 FH0654
 FH0654_MARKER: DB = BENCH MARK DISK
 FH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0654_STAMPING: 652.259 S 5 1933
 FH0654_MARK LOGO: CGS
 FH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0654+STABILITY: SURFACE MOTION
 FH0654
 FH0654  HISTORY     - Date     Condition        Report By
 FH0654  HISTORY     - 1933     MONUMENTED       CGS
 FH0654  HISTORY     - 1970     MARK NOT FOUND   USGS
 FH0654
 FH0654                          STATION DESCRIPTION
 FH0654
 FH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0654'2.3 MI SE FROM INDIANOLA.
 FH0654'2.3 MILES SOUTHEAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0654'RAILWAY FROM INDIANOLA, PITTSBURG COUNTY, AT A ROAD CROSSING,
 FH0654'15 FEET WEST OF THE OLD ROADBED, AND 15 FEET SOUTH OF THE
 FH0654'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 652.259
 FH0654'S 5 1933 AND SET IN THE TOP OF A CONCRETE POST.
 FH0654
 FH0654                          STATION RECOVERY (1970)
 FH0654
 FH0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FH0654'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9279 ***********************************************************************
 AC9279  DESIGNATION -  S 5 D
 AC9279  PID         -  AC9279
 AC9279  STATE/COUNTY-  OK/SEQUOYAH
 AC9279  COUNTRY     -  US
 AC9279  USGS QUAD   -  SALLISAW (2019)
 AC9279
 AC9279                         *CURRENT SURVEY CONTROL
 AC9279  ______________________________________________________________________
 AC9279* NAD 83(1986) POSITION- 35 25 05.     (N) 094 48 20.     (W)   SCALED
 AC9279* NAVD 88 ORTHO HEIGHT -   145.533 (meters)      477.47  (feet) ADJUSTED
 AC9279  ______________________________________________________________________
 AC9279  GEOID HEIGHT    -        -30.137 (meters)                     GEOID18
 AC9279  DYNAMIC HEIGHT  -        145.397 (meters)      477.02  (feet) COMP
 AC9279  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 AC9279
 AC9279  VERT ORDER      -  FIRST     CLASS II
 AC9279
 AC9279.The horizontal coordinates were scaled from a map and have
 AC9279.an estimated accuracy of +/- 6 seconds.
 AC9279
 AC9279.The orthometric height was determined by differential leveling and
 AC9279.adjusted by the NATIONAL GEODETIC SURVEY
 AC9279.in July 2002.
 AC9279
 AC9279.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9279.GEOID18 height accuracy estimate available here.
 AC9279
 AC9279.Click photographs - Photos may exist for this station.
 AC9279
 AC9279.The dynamic height is computed by dividing the NAVD 88
 AC9279.geopotential number by the normal gravity value computed on the
 AC9279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9279.degrees latitude (g = 980.6199 gals.).
 AC9279
 AC9279.The modeled gravity was interpolated from observed gravity values.
 AC9279
 AC9279;                    North         East    Units  Estimated Accuracy
 AC9279;SPC OK N     -    51,160.      890,080.      MT  (+/- 180 meters Scaled)
 AC9279
 AC9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV360209(NAD 83)
 AC9279
 AC9279                          SUPERSEDED SURVEY CONTROL
 AC9279
 AC9279.No superseded survey control is available for this station.
 AC9279
 AC9279_MARKER: DD = SURVEY DISK
 AC9279_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC9279_SP_SET: BRIDGE ABUTMENT
 AC9279_STAMPING: BM-S-5-D 1941
 AC9279_MARK LOGO: USACE
 AC9279_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9279+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AC9279
 AC9279  HISTORY     - Date     Condition        Report By
 AC9279  HISTORY     - 1941     MONUMENTED       USACE
 AC9279  HISTORY     - 19970401 GOOD             NGS
 AC9279
 AC9279                          STATION DESCRIPTION
 AC9279
 AC9279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9279'3.3 KM (2.05 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION OF
 AC9279'INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308), IN TOP OF AND 1.5 M (4.9
 AC9279'FT) EAST OF THE WEST END OF NORTH CONCRETE ABUTMENT OF THE HIGHWAY
 AC9279'BRIDGE SPANNING LITTLE SALLISAW CREEK, 4.7 M (15.4 FT) WEST OF THE
 AC9279'HIGHWAY CENTERLINE, 0.8 M (2.6 FT) WEST OF THE WEST BRIDGE RAIL, AND
 AC9279'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0220 ***********************************************************************
 EL0220  DESIGNATION -  S 56
 EL0220  PID         -  EL0220
 EL0220  STATE/COUNTY-  OK/MURRAY
 EL0220  COUNTRY     -  US
 EL0220  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0220
 EL0220                         *CURRENT SURVEY CONTROL
 EL0220  ______________________________________________________________________
 EL0220* NAD 83(1986) POSITION- 34 31 39.06   (N) 096 52 48.26   (W)   HD_HELD1
 EL0220* NAVD 88 ORTHO HEIGHT -   360.565 (meters)     1182.95  (feet) ADJUSTED
 EL0220  ______________________________________________________________________
 EL0220  GEOID HEIGHT    -        -25.395 (meters)                     GEOID18
 EL0220  DYNAMIC HEIGHT  -        360.208 (meters)     1181.78  (feet) COMP
 EL0220  MODELED GRAVITY -    979,632.9   (mgal)                       NAVD 88
 EL0220
 EL0220  VERT ORDER      -  SECOND    CLASS 0
 EL0220
 EL0220.The horizontal coordinates were determined by differentially corrected
 EL0220.hand held GPS observations or other comparable positioning techniques
 EL0220.and have an estimated accuracy of +/- 3 meters.
 EL0220
 EL0220.The orthometric height was determined by differential leveling and
 EL0220.adjusted by the NATIONAL GEODETIC SURVEY
 EL0220.in June 1991.
 EL0220
 EL0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0220.GEOID18 height accuracy estimate available here.
 EL0220
 EL0220.Click photographs - Photos may exist for this station.
 EL0220
 EL0220.The dynamic height is computed by dividing the NAVD 88
 EL0220.geopotential number by the normal gravity value computed on the
 EL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0220.degrees latitude (g = 980.6199 gals.).
 EL0220
 EL0220.The modeled gravity was interpolated from observed gravity values.
 EL0220
 EL0220;                    North         East    Units  Estimated Accuracy
 EL0220;SPC OK S     -   133,033.0     702,811.7     MT  (+/- 3 meters HH1 GPS) 
 EL0220
 EL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9456822689(NAD 83)
 EL0220
 EL0220                          SUPERSEDED SURVEY CONTROL
 EL0220
 EL0220  NGVD 29 (??/??/92)  360.475  (m)         1182.66   (f) ADJ UNCH    2 0
 EL0220
 EL0220.Superseded values are not recommended for survey control.
 EL0220
 EL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0220.See file dsdata.pdf to determine how the superseded data were derived.
 EL0220
 EL0220_MARKER: DB = BENCH MARK DISK
 EL0220_SETTING: 66 = SET IN ROCK OUTCROP
 EL0220_STAMPING: S 56 1934
 EL0220_MARK LOGO: CGS
 EL0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0220+STABILITY: POSITION/ELEVATION WELL
 EL0220
 EL0220  HISTORY     - Date     Condition        Report By
 EL0220  HISTORY     - 1934     MONUMENTED       CGS
 EL0220
 EL0220                          STATION DESCRIPTION
 EL0220
 EL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0220'1.9 MI W FROM SCULLIN.
 EL0220'1.9 MILES WEST OF STL. AND SF. RR. STATION AT SCULLIN.  214 FEET
 EL0220'NORTHEAST OF MILE POST 572/20.  135 FEET SOUTH OF NORTH PROPERTY
 EL0220'FENCE OF RAILROAD.  81 FEET EAST OF CENTER LINE OF SECTION LINE
 EL0220'ROAD.  69 FEET NORTH OF THE NEAREST RAIL OF SAINT LOUIS AND
 EL0220'SAN FRANCISCO RAILWAY TRACK.  SET IN OUT-CROP OF LIMESTONE, ON
 EL0220'LARGEST PROJECTING POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0244 ***********************************************************************
 EL0244  DESIGNATION -  S 57
 EL0244  PID         -  EL0244
 EL0244  STATE/COUNTY-  OK/SEMINOLE
 EL0244  COUNTRY     -  US
 EL0244  USGS QUAD   -  SASAKWA (2018)
 EL0244
 EL0244                         *CURRENT SURVEY CONTROL
 EL0244  ______________________________________________________________________
 EL0244* NAD 83(1986) POSITION- 34 56 01.     (N) 096 31 46.     (W)   SCALED
 EL0244* NAVD 88 ORTHO HEIGHT -   271.877 (meters)      891.98  (feet) ADJUSTED
 EL0244  ______________________________________________________________________
 EL0244  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 EL0244  DYNAMIC HEIGHT  -        271.615 (meters)      891.12  (feet) COMP
 EL0244  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 EL0244
 EL0244  VERT ORDER      -  SECOND    CLASS 0
 EL0244
 EL0244.The horizontal coordinates were scaled from a map and have
 EL0244.an estimated accuracy of +/- 6 seconds.
 EL0244
 EL0244.The orthometric height was determined by differential leveling and
 EL0244.adjusted by the NATIONAL GEODETIC SURVEY
 EL0244.in June 1991.
 EL0244
 EL0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0244.GEOID18 height accuracy estimate available here.
 EL0244
 EL0244.Click photographs - Photos may exist for this station.
 EL0244
 EL0244.The dynamic height is computed by dividing the NAVD 88
 EL0244.geopotential number by the normal gravity value computed on the
 EL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0244.degrees latitude (g = 980.6199 gals.).
 EL0244
 EL0244.The modeled gravity was interpolated from observed gravity values.
 EL0244
 EL0244;                    North         East    Units  Estimated Accuracy
 EL0244;SPC OK S     -   178,490.      734,340.      MT  (+/- 180 meters Scaled)
 EL0244
 EL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD256684(NAD 83)
 EL0244
 EL0244                          SUPERSEDED SURVEY CONTROL
 EL0244
 EL0244  NGVD 29 (??/??/92)  271.780  (m)          891.66   (f) ADJ UNCH    2 0
 EL0244
 EL0244.Superseded values are not recommended for survey control.
 EL0244
 EL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0244.See file dsdata.pdf to determine how the superseded data were derived.
 EL0244
 EL0244_MARKER: DB = BENCH MARK DISK
 EL0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0244_STAMPING: S 57 1934
 EL0244_MARK LOGO: CGS
 EL0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0244+STABILITY: SURFACE MOTION
 EL0244
 EL0244  HISTORY     - Date     Condition        Report By
 EL0244  HISTORY     - 1934     MONUMENTED       CGS
 EL0244  HISTORY     - 1970     GOOD
 EL0244  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0244
 EL0244                          STATION DESCRIPTION
 EL0244
 EL0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0244'1.7 MILES SOUTH OF STL AND SF RR. STATION AT SASAKWA.  150 FEET
 EL0244'SOUTH OF MILE POST 533/10.  39 FEET WEST OF THE NEAREST RAIL OF
 EL0244'SAINT LOUIS AND SAN FRANCISCO RAILROAD TRACK.  18 FEET NORTH
 EL0244'OF THE CENTER LINE OF SECTION LINE ROAD.  INSIDE OF RAILWAY
 EL0244'PROPERTY FENCE.  15 FT. N AND RD AND 30 FT W. OF W. RAIL.
 EL0244
 EL0244                          STATION RECOVERY (1970)
 EL0244
 EL0244'RECOVERED 1970
 EL0244'RECOVERED IN GOOD CONDITION.
 EL0244
 EL0244                          STATION RECOVERY (2017)
 EL0244
 EL0244'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0496 ***********************************************************************
 FH0496  DESIGNATION -  S 59
 FH0496  PID         -  FH0496
 FH0496  STATE/COUNTY-  OK/MUSKOGEE
 FH0496  COUNTRY     -  US
 FH0496  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0496
 FH0496                         *CURRENT SURVEY CONTROL
 FH0496  ______________________________________________________________________
 FH0496* NAD 83(1986) POSITION- 35 47 46.     (N) 095 15 06.     (W)   SCALED
 FH0496* NAVD 88 ORTHO HEIGHT -   165.452 (meters)      542.82  (feet) ADJUSTED
 FH0496  ______________________________________________________________________
 FH0496  GEOID HEIGHT    -        -29.381 (meters)                     GEOID18
 FH0496  DYNAMIC HEIGHT  -        165.304 (meters)      542.33  (feet) COMP
 FH0496  MODELED GRAVITY -    979,735.9   (mgal)                       NAVD 88
 FH0496
 FH0496  VERT ORDER      -  SECOND    CLASS 0
 FH0496
 FH0496.The horizontal coordinates were scaled from a map and have
 FH0496.an estimated accuracy of +/- 6 seconds.
 FH0496
 FH0496.The orthometric height was determined by differential leveling and
 FH0496.adjusted by the NATIONAL GEODETIC SURVEY
 FH0496.in June 1991.
 FH0496
 FH0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0496.GEOID18 height accuracy estimate available here.
 FH0496
 FH0496.Click photographs - Photos may exist for this station.
 FH0496
 FH0496.The dynamic height is computed by dividing the NAVD 88
 FH0496.geopotential number by the normal gravity value computed on the
 FH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0496.degrees latitude (g = 980.6199 gals.).
 FH0496
 FH0496.The modeled gravity was interpolated from observed gravity values.
 FH0496
 FH0496;                    North         East    Units  Estimated Accuracy
 FH0496;SPC OK N     -    91,850.      848,400.      MT  (+/- 180 meters Scaled)
 FH0496
 FH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV965636(NAD 83)
 FH0496
 FH0496                          SUPERSEDED SURVEY CONTROL
 FH0496
 FH0496  NGVD 29 (??/??/92)  165.340  (m)          542.45   (f) ADJ UNCH    2 0
 FH0496
 FH0496.Superseded values are not recommended for survey control.
 FH0496
 FH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0496.See file dsdata.pdf to determine how the superseded data were derived.
 FH0496
 FH0496_MARKER: DB = BENCH MARK DISK
 FH0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0496_SP_SET: FOUNDATION
 FH0496_STAMPING: S 59 1934
 FH0496_MARK LOGO: CGS
 FH0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0496
 FH0496  HISTORY     - Date     Condition        Report By
 FH0496  HISTORY     - 1934     MONUMENTED       CGS
 FH0496  HISTORY     - 1934     GOOD             CGS
 FH0496  HISTORY     - 1960     GOOD             CGS
 FH0496  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0496
 FH0496                          STATION DESCRIPTION
 FH0496
 FH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0496'IN FORT GIBSON, MUSKOGEE COUNTY, OKLAHOMA.  AT MISSOURI PACIFIC
 FH0496'RAILROAD DEPOT, 250 FEET NORTH OF CENTER-LINE OF STATION, 7
 FH0496'FEET WEST OF CENTER-LINE OF RR TRACK, STANDARD TABLET CEMENTED
 FH0496'IN CONCRETE FOUNDATION OF AUTOMATIC WATER COLUMN.
 FH0496
 FH0496                          STATION RECOVERY (1960)
 FH0496
 FH0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0496'RECOVERED IN GOOD CONDITION.
 FH0496
 FH0496                          STATION RECOVERY (2021)
 FH0496
 FH0496'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0496'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0033 ***********************************************************************
 FJ0033  DESIGNATION -  S 6
 FJ0033  PID         -  FJ0033
 FJ0033  STATE/COUNTY-  OK/OKFUSKEE
 FJ0033  COUNTRY     -  US
 FJ0033  USGS QUAD   -  DUSTIN (2018)
 FJ0033
 FJ0033                         *CURRENT SURVEY CONTROL
 FJ0033  ______________________________________________________________________
 FJ0033* NAD 83(1986) POSITION- 35 17 46.     (N) 096 02 12.     (W)   SCALED
 FJ0033* NAVD 88 ORTHO HEIGHT -   210.724 (meters)      691.35  (feet) ADJUSTED
 FJ0033  ______________________________________________________________________
 FJ0033  GEOID HEIGHT    -        -29.070 (meters)                     GEOID18
 FJ0033  DYNAMIC HEIGHT  -        210.521 (meters)      690.68  (feet) COMP
 FJ0033  MODELED GRAVITY -    979,669.0   (mgal)                       NAVD 88
 FJ0033
 FJ0033  VERT ORDER      -  FIRST     CLASS II
 FJ0033
 FJ0033.The horizontal coordinates were scaled from a map and have
 FJ0033.an estimated accuracy of +/- 6 seconds.
 FJ0033
 FJ0033.The orthometric height was determined by differential leveling and
 FJ0033.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0033.in June 1991.
 FJ0033
 FJ0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0033.GEOID18 height accuracy estimate available here.
 FJ0033
 FJ0033.Click photographs - Photos may exist for this station.
 FJ0033
 FJ0033.The dynamic height is computed by dividing the NAVD 88
 FJ0033.geopotential number by the normal gravity value computed on the
 FJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0033.degrees latitude (g = 980.6199 gals.).
 FJ0033
 FJ0033.The modeled gravity was interpolated from observed gravity values.
 FJ0033
 FJ0033;                    North         East    Units  Estimated Accuracy
 FJ0033;SPC OK N     -    34,660.      778,580.      MT  (+/- 180 meters Scaled)
 FJ0033
 FJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE694099(NAD 83)
 FJ0033
 FJ0033                          SUPERSEDED SURVEY CONTROL
 FJ0033
 FJ0033  NGVD 29 (??/??/92)  210.612  (m)          690.98   (f) ADJ UNCH    1 2
 FJ0033
 FJ0033.Superseded values are not recommended for survey control.
 FJ0033
 FJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0033.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0033
 FJ0033_MARKER: DB = BENCH MARK DISK
 FJ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0033_STAMPING: S 6 1933
 FJ0033_MARK LOGO: CGS
 FJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0033+STABILITY: SURFACE MOTION
 FJ0033
 FJ0033  HISTORY     - Date     Condition        Report By
 FJ0033  HISTORY     - 1933     MONUMENTED       CGS
 FJ0033  HISTORY     - 1934     GOOD             CGS
 FJ0033
 FJ0033                          STATION DESCRIPTION
 FJ0033
 FJ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0033'1.9 MI NW FROM DUSTIN.
 FJ0033'1.9 MILES N.W. OF DUSTIN, ON THE FT. S. AND W.R.R., AT THE JUNCTION
 FJ0033'OF THE FT. S. AND W.R.R. WITH THE K.O.G.R.R., MILE POLE NO 110
 FJ0033'PLUS 15 1/2 POLES, 125 FEET N.E. OF THE FT. S. AND W.R.R. 40
 FJ0033'FEET N.E. OF THE CONNECTING SIDING OF THE TWO RAILROADS.  A
 FJ0033'STANDARD DISK SET IN A CONCRETE POST.
 FJ0033
 FJ0033                          STATION RECOVERY (1934)
 FJ0033
 FJ0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0453 ***********************************************************************
 DN0453  DESIGNATION -  S 61
 DN0453  PID         -  DN0453
 DN0453  STATE/COUNTY-  OK/BRYAN
 DN0453  COUNTRY     -  US
 DN0453  USGS QUAD   -  PLATTER (2018)
 DN0453
 DN0453                         *CURRENT SURVEY CONTROL
 DN0453  ______________________________________________________________________
 DN0453* NAD 83(1986) POSITION- 33 53 47.     (N) 096 31 40.     (W)   SCALED
 DN0453* NAVD 88 ORTHO HEIGHT -   201.293 (meters)      660.41  (feet) ADJUSTED
 DN0453  ______________________________________________________________________
 DN0453  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 DN0453  DYNAMIC HEIGHT  -        201.080 (meters)      659.71  (feet) COMP
 DN0453  MODELED GRAVITY -    979,574.2   (mgal)                       NAVD 88
 DN0453
 DN0453  VERT ORDER      -  FIRST     CLASS II
 DN0453
 DN0453.The horizontal coordinates were scaled from a map and have
 DN0453.an estimated accuracy of +/- 6 seconds.
 DN0453
 DN0453.The orthometric height was determined by differential leveling and
 DN0453.adjusted by the NATIONAL GEODETIC SURVEY
 DN0453.in June 1991.
 DN0453
 DN0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0453.GEOID18 height accuracy estimate available here.
 DN0453
 DN0453.Click photographs - Photos may exist for this station.
 DN0453
 DN0453.The dynamic height is computed by dividing the NAVD 88
 DN0453.geopotential number by the normal gravity value computed on the
 DN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0453.degrees latitude (g = 980.6199 gals.).
 DN0453
 DN0453.The modeled gravity was interpolated from observed gravity values.
 DN0453
 DN0453;                    North         East    Units  Estimated Accuracy
 DN0453;SPC OK S     -    63,450.      736,170.      MT  (+/- 180 meters Scaled)
 DN0453
 DN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC286534(NAD 83)
 DN0453
 DN0453                          SUPERSEDED SURVEY CONTROL
 DN0453
 DN0453  NGVD 29 (??/??/92)  201.268  (m)          660.33   (f) ADJ UNCH    1 2
 DN0453
 DN0453.Superseded values are not recommended for survey control.
 DN0453
 DN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0453.See file dsdata.pdf to determine how the superseded data were derived.
 DN0453
 DN0453_MARKER: DB = BENCH MARK DISK
 DN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0453_STAMPING: S 61 1934
 DN0453_MARK LOGO: CGS
 DN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0453+STABILITY: SURFACE MOTION
 DN0453
 DN0453  HISTORY     - Date     Condition        Report By
 DN0453  HISTORY     - 1934     MONUMENTED       CGS
 DN0453  HISTORY     - 1957     GOOD             USGS
 DN0453
 DN0453                          STATION DESCRIPTION
 DN0453
 DN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0453'1.0 MI S FROM PLATTER.
 DN0453'1.0 MILES SOUTH OF PLATTER ST. L. AND S. F. DEPOT AT MILE POST 624/30
 DN0453'AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  30 FEET EAST OF
 DN0453'THE TRACK.  20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 DN0453
 DN0453                          STATION RECOVERY (1957)
 DN0453
 DN0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DN0453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0521 ***********************************************************************
 EK0521  DESIGNATION -  S 62
 EK0521  PID         -  EK0521
 EK0521  STATE/COUNTY-  OK/CHOCTAW
 EK0521  COUNTRY     -  US
 EK0521  USGS QUAD   -  BOSWELL (2018)
 EK0521
 EK0521                         *CURRENT SURVEY CONTROL
 EK0521  ______________________________________________________________________
 EK0521* NAD 83(1986) POSITION- 34 01 55.     (N) 095 50 03.     (W)   SCALED
 EK0521* NAVD 88 ORTHO HEIGHT -   174.106 (meters)      571.21  (feet) ADJUSTED
 EK0521  ______________________________________________________________________
 EK0521  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 EK0521  DYNAMIC HEIGHT  -        173.921 (meters)      570.61  (feet) COMP
 EK0521  MODELED GRAVITY -    979,573.6   (mgal)                       NAVD 88
 EK0521
 EK0521  VERT ORDER      -  FIRST     CLASS II
 EK0521
 EK0521.The horizontal coordinates were scaled from a map and have
 EK0521.an estimated accuracy of +/- 6 seconds.
 EK0521
 EK0521.The orthometric height was determined by differential leveling and
 EK0521.adjusted by the NATIONAL GEODETIC SURVEY
 EK0521.in June 1991.
 EK0521
 EK0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0521.GEOID18 height accuracy estimate available here.
 EK0521
 EK0521.Click photographs - Photos may exist for this station.
 EK0521
 EK0521.The dynamic height is computed by dividing the NAVD 88
 EK0521.geopotential number by the normal gravity value computed on the
 EK0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0521.degrees latitude (g = 980.6199 gals.).
 EK0521
 EK0521.The modeled gravity was interpolated from observed gravity values.
 EK0521
 EK0521;                    North         East    Units  Estimated Accuracy
 EK0521;SPC OK S     -    79,640.      800,000.      MT  (+/- 180 meters Scaled)
 EK0521
 EK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT383693(NAD 83)
 EK0521
 EK0521                          SUPERSEDED SURVEY CONTROL
 EK0521
 EK0521  NGVD 29 (??/??/92)  174.041  (m)          571.00   (f) ADJ UNCH    1 2
 EK0521
 EK0521.Superseded values are not recommended for survey control.
 EK0521
 EK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0521.See file dsdata.pdf to determine how the superseded data were derived.
 EK0521
 EK0521_MARKER: DB = BENCH MARK DISK
 EK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0521_STAMPING: S 62 1934
 EK0521_MARK LOGO: CGS
 EK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0521+STABILITY: SURFACE MOTION
 EK0521
 EK0521  HISTORY     - Date     Condition        Report By
 EK0521  HISTORY     - 1934     MONUMENTED       CGS
 EK0521  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0521  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0521
 EK0521                          STATION DESCRIPTION
 EK0521
 EK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0521'2.1 MI E FROM BOSWELL.
 EK0521'2.1 MILES EAST OF BOSWELL ST. L. AND S.F. RR DEPOT NEAR MILE
 EK0521'POST 578 AND ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.
 EK0521'30 FEET NORTH OF THE TRACK, 20 FEET EAST OF THE CROSSING.  U.S.
 EK0521'HIGHWAY 70.
 EK0521
 EK0521                          STATION RECOVERY (1967)
 EK0521
 EK0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0521'MARK NOT FOUND.
 EK0521
 EK0521                          STATION RECOVERY (1986)
 EK0521
 EK0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0521'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0286 ***********************************************************************
 GG0286  DESIGNATION -  S 62
 GG0286  PID         -  GG0286
 GG0286  STATE/COUNTY-  OK/CRAIG
 GG0286  COUNTRY     -  US
 GG0286  USGS QUAD   -  BIG CABIN (2019)
 GG0286
 GG0286                         *CURRENT SURVEY CONTROL
 GG0286  ______________________________________________________________________
 GG0286* NAD 83(1986) POSITION- 36 32 18.     (N) 095 13 23.     (W)   SCALED
 GG0286* NAVD 88 ORTHO HEIGHT -   219.714 (meters)      720.85  (feet) ADJUSTED
 GG0286  ______________________________________________________________________
 GG0286  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 GG0286  DYNAMIC HEIGHT  -        219.529 (meters)      720.24  (feet) COMP
 GG0286  MODELED GRAVITY -    979,786.0   (mgal)                       NAVD 88
 GG0286
 GG0286  VERT ORDER      -  SECOND    CLASS 0
 GG0286
 GG0286.The horizontal coordinates were scaled from a map and have
 GG0286.an estimated accuracy of +/- 6 seconds.
 GG0286
 GG0286.The orthometric height was determined by differential leveling and
 GG0286.adjusted by the NATIONAL GEODETIC SURVEY
 GG0286.in June 1991.
 GG0286
 GG0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0286.GEOID18 height accuracy estimate available here.
 GG0286
 GG0286.Click photographs - Photos may exist for this station.
 GG0286
 GG0286.The dynamic height is computed by dividing the NAVD 88
 GG0286.geopotential number by the normal gravity value computed on the
 GG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0286.degrees latitude (g = 980.6199 gals.).
 GG0286
 GG0286.The modeled gravity was interpolated from observed gravity values.
 GG0286
 GG0286;                    North         East    Units  Estimated Accuracy
 GG0286;SPC OK N     -   174,240.      848,630.      MT  (+/- 180 meters Scaled)
 GG0286
 GG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA009459(NAD 83)
 GG0286
 GG0286                          SUPERSEDED SURVEY CONTROL
 GG0286
 GG0286  NGVD 29 (??/??/92)  219.597  (m)          720.46   (f) ADJ UNCH    2 0
 GG0286
 GG0286.Superseded values are not recommended for survey control.
 GG0286
 GG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0286.See file dsdata.pdf to determine how the superseded data were derived.
 GG0286
 GG0286_MARKER: DB = BENCH MARK DISK
 GG0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0286_STAMPING: S 62 1934
 GG0286_MARK LOGO: CGS
 GG0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0286+STABILITY: SURFACE MOTION
 GG0286
 GG0286  HISTORY     - Date     Condition        Report By
 GG0286  HISTORY     - 1934     MONUMENTED       CGS
 GG0286  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0286
 GG0286                          STATION DESCRIPTION
 GG0286
 GG0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0286'AT BIG CABIN.
 GG0286'0.1 MILE NORTHEAST OF MILE POST 447.  108 FEET EAST OF
 GG0286'MISSOURI-KANSAS AND TEXAS RAILWAY STATION, AT BIG CABIN.  90
 GG0286'FEET EAST OF NEAREST RAIL OF MAIN TRACK.  60 FEET NORTH OF
 GG0286'CENTER LINE OF MAIN STREET OF TOWN.  NOTE-- THE DESCRIBED
 GG0286'LOCATION IS PRESENTLY OCCUPIED BY A BUILDING SO THIS MARK HAD
 GG0286'EVIDENTLY BEEN DESTROYED.
 GG0286
 GG0286                          STATION RECOVERY (1960)
 GG0286
 GG0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0561 ***********************************************************************
 EK0561  DESIGNATION -  S 63
 EK0561  PID         -  EK0561
 EK0561  STATE/COUNTY-  OK/PUSHMATAHA
 EK0561  COUNTRY     -  US
 EK0561  USGS QUAD   -  MOYERS (2019)
 EK0561
 EK0561                         *CURRENT SURVEY CONTROL
 EK0561  ______________________________________________________________________
 EK0561* NAD 83(1986) POSITION- 34 17 38.     (N) 095 37 46.     (W)   SCALED
 EK0561* NAVD 88 ORTHO HEIGHT -   145.218 (meters)      476.44  (feet) ADJUSTED
 EK0561  ______________________________________________________________________
 EK0561  GEOID HEIGHT    -        -30.288 (meters)                     GEOID18
 EK0561  DYNAMIC HEIGHT  -        145.060 (meters)      475.92  (feet) COMP
 EK0561  MODELED GRAVITY -    979,546.6   (mgal)                       NAVD 88
 EK0561
 EK0561  VERT ORDER      -  SECOND    CLASS 0
 EK0561
 EK0561.The horizontal coordinates were scaled from a map and have
 EK0561.an estimated accuracy of +/- 6 seconds.
 EK0561
 EK0561.The orthometric height was determined by differential leveling and
 EK0561.adjusted by the NATIONAL GEODETIC SURVEY
 EK0561.in June 1991.
 EK0561
 EK0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0561.GEOID18 height accuracy estimate available here.
 EK0561
 EK0561.Click photographs - Photos may exist for this station.
 EK0561
 EK0561.The dynamic height is computed by dividing the NAVD 88
 EK0561.geopotential number by the normal gravity value computed on the
 EK0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0561.degrees latitude (g = 980.6199 gals.).
 EK0561
 EK0561.The modeled gravity was interpolated from observed gravity values.
 EK0561
 EK0561;                    North         East    Units  Estimated Accuracy
 EK0561;SPC OK S     -   109,110.      818,220.      MT  (+/- 180 meters Scaled)
 EK0561
 EK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT579978(NAD 83)
 EK0561
 EK0561                          SUPERSEDED SURVEY CONTROL
 EK0561
 EK0561  NGVD 29 (??/??/92)  145.134  (m)          476.16   (f) ADJ UNCH    2 0
 EK0561
 EK0561.Superseded values are not recommended for survey control.
 EK0561
 EK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0561.See file dsdata.pdf to determine how the superseded data were derived.
 EK0561
 EK0561_MARKER: DB = BENCH MARK DISK
 EK0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0561_STAMPING: S 63 1934
 EK0561_MARK LOGO: CGS
 EK0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0561+STABILITY: SURFACE MOTION
 EK0561
 EK0561  HISTORY     - Date     Condition        Report By
 EK0561  HISTORY     - 1934     MONUMENTED       CGS
 EK0561
 EK0561                          STATION DESCRIPTION
 EK0561
 EK0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0561'4.7 MI N FROM ANTLERS.
 EK0561'4.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0561'THE STATION AT ANTLERS, PUSHMATAHA COUNTY, ABOUT 8 FEET NORTHEAST
 EK0561'OF THE SECOND POLE SOUTH OF THE FIFTH POLE SOUTH OF MILEPOST
 EK0561'537, OPPOSITE A BEND IN KIAMICHI RIVER EAST OF THE TRACK, AND 30
 EK0561'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED S 63 1934 AND
 EK0561'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0364 ***********************************************************************
 GG0364  DESIGNATION -  S 63
 GG0364  PID         -  GG0364
 GG0364  STATE/COUNTY-  OK/MAYES
 GG0364  COUNTRY     -  US
 GG0364  USGS QUAD   -  SALINA (2019)
 GG0364
 GG0364                         *CURRENT SURVEY CONTROL
 GG0364  ______________________________________________________________________
 GG0364* NAD 83(1986) POSITION- 36 18 34.     (N) 095 08 19.     (W)   SCALED
 GG0364* NAVD 88 ORTHO HEIGHT -   219.599 (meters)      720.47  (feet) ADJUSTED
 GG0364  ______________________________________________________________________
 GG0364  GEOID HEIGHT    -        -29.049 (meters)                     GEOID18
 GG0364  DYNAMIC HEIGHT  -        219.412 (meters)      719.85  (feet) COMP
 GG0364  MODELED GRAVITY -    979,773.8   (mgal)                       NAVD 88
 GG0364
 GG0364  VERT ORDER      -  SECOND    CLASS 0
 GG0364
 GG0364.The horizontal coordinates were scaled from a map and have
 GG0364.an estimated accuracy of +/- 6 seconds.
 GG0364
 GG0364.The orthometric height was determined by differential leveling and
 GG0364.adjusted by the NATIONAL GEODETIC SURVEY
 GG0364.in June 1991.
 GG0364
 GG0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0364.GEOID18 height accuracy estimate available here.
 GG0364
 GG0364.Click photographs - Photos may exist for this station.
 GG0364
 GG0364.The dynamic height is computed by dividing the NAVD 88
 GG0364.geopotential number by the normal gravity value computed on the
 GG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0364.degrees latitude (g = 980.6199 gals.).
 GG0364
 GG0364.The modeled gravity was interpolated from observed gravity values.
 GG0364
 GG0364;                    North         East    Units  Estimated Accuracy
 GG0364;SPC OK N     -   149,070.      856,930.      MT  (+/- 180 meters Scaled)
 GG0364
 GG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA079203(NAD 83)
 GG0364
 GG0364                          SUPERSEDED SURVEY CONTROL
 GG0364
 GG0364  NGVD 29 (??/??/92)  219.482  (m)          720.08   (f) ADJ UNCH    2 0
 GG0364
 GG0364.Superseded values are not recommended for survey control.
 GG0364
 GG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0364.See file dsdata.pdf to determine how the superseded data were derived.
 GG0364
 GG0364_MARKER: DB = BENCH MARK DISK
 GG0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0364_SP_SET: BOX CULVERT HEADWALL
 GG0364_STAMPING: S 63 1934
 GG0364_MARK LOGO: CGS
 GG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0364+STABILITY: SURFACE MOTION
 GG0364
 GG0364  HISTORY     - Date     Condition        Report By
 GG0364  HISTORY     - 1934     MONUMENTED       CGS
 GG0364  HISTORY     - 1960     GOOD             CGS
 GG0364
 GG0364                          STATION DESCRIPTION
 GG0364
 GG0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0364'1.5 MI NE FROM SALINA.
 GG0364'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM THE HIGH SCHOOL
 GG0364'AT SALINA, MAYES COUNTY, AT A CONCRETE BOX CULVERT, IN THE TOP
 GG0364'OF THE SOUTHEAST CORNER OF THE GUARD RAIL, AND 14 FEET SOUTH OF
 GG0364'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 63 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0513 ***********************************************************************
 EK0513  DESIGNATION -  S 64
 EK0513  PID         -  EK0513
 EK0513  STATE/COUNTY-  OK/MCCURTAIN
 EK0513  COUNTRY     -  US
 EK0513  USGS QUAD   -  WRIGHT CITY (2018)
 EK0513
 EK0513                         *CURRENT SURVEY CONTROL
 EK0513  ______________________________________________________________________
 EK0513* NAD 83(1986) POSITION- 34 00 01.     (N) 095 05 41.     (W)   SCALED
 EK0513* NAVD 88 ORTHO HEIGHT -   155.214 (meters)      509.23  (feet) ADJUSTED
 EK0513  ______________________________________________________________________
 EK0513  GEOID HEIGHT    -        -28.612 (meters)                     GEOID18
 EK0513  DYNAMIC HEIGHT  -        155.053 (meters)      508.70  (feet) COMP
 EK0513  MODELED GRAVITY -    979,597.8   (mgal)                       NAVD 88
 EK0513
 EK0513  VERT ORDER      -  FIRST     CLASS II
 EK0513
 EK0513.The horizontal coordinates were scaled from a map and have
 EK0513.an estimated accuracy of +/- 6 seconds.
 EK0513
 EK0513.The orthometric height was determined by differential leveling and
 EK0513.adjusted by the NATIONAL GEODETIC SURVEY
 EK0513.in June 1991.
 EK0513
 EK0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0513.GEOID18 height accuracy estimate available here.
 EK0513
 EK0513.Click photographs - Photos may exist for this station.
 EK0513
 EK0513.The dynamic height is computed by dividing the NAVD 88
 EK0513.geopotential number by the normal gravity value computed on the
 EK0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0513.degrees latitude (g = 980.6199 gals.).
 EK0513
 EK0513.The modeled gravity was interpolated from observed gravity values.
 EK0513
 EK0513;                    North         East    Units  Estimated Accuracy
 EK0513;SPC OK S     -    77,840.      868,360.      MT  (+/- 180 meters Scaled)
 EK0513
 EK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT065641(NAD 83)
 EK0513
 EK0513                          SUPERSEDED SURVEY CONTROL
 EK0513
 EK0513  NGVD 29 (??/??/92)  155.176  (m)          509.11   (f) ADJ UNCH    1 2
 EK0513
 EK0513.Superseded values are not recommended for survey control.
 EK0513
 EK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0513.See file dsdata.pdf to determine how the superseded data were derived.
 EK0513
 EK0513_MARKER: DB = BENCH MARK DISK
 EK0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0513_STAMPING: S 64 1934
 EK0513_MARK LOGO: CGS
 EK0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0513+STABILITY: SURFACE MOTION
 EK0513
 EK0513  HISTORY     - Date     Condition        Report By
 EK0513  HISTORY     - 1934     MONUMENTED       CGS
 EK0513  HISTORY     - 1942     GOOD             LOCENG
 EK0513  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0513
 EK0513                          STATION DESCRIPTION
 EK0513
 EK0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0513'AT VALIANT.
 EK0513'AT VALIANT ST. L. AND S.F. RR DEPOT.  IN THE WEST EDGE OF VALIANT
 EK0513'AT ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  60 FEET
 EK0513'SOUTH OF THE RAILROAD TRACK, 40 FEET WEST OF THE CENTERLINE
 EK0513'OF THE U.S. HIGHWAY 70.  SOUTHWEST OF THE STATION.
 EK0513
 EK0513                          STATION RECOVERY (1942)
 EK0513
 EK0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 EK0513'RECOVERED IN GOOD CONDITION.
 EK0513
 EK0513                          STATION RECOVERY (1986)
 EK0513
 EK0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0513'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0312 ***********************************************************************
 GG0312  DESIGNATION -  S 64
 GG0312  PID         -  GG0312
 GG0312  STATE/COUNTY-  OK/CRAIG
 GG0312  COUNTRY     -  US
 GG0312  USGS QUAD   -  WELCH SOUTH (2019)
 GG0312
 GG0312                         *CURRENT SURVEY CONTROL
 GG0312  ______________________________________________________________________
 GG0312* NAD 83(1986) POSITION- 36 49 41.     (N) 095 04 45.     (W)   SCALED
 GG0312* NAVD 88 ORTHO HEIGHT -   233.614 (meters)      766.45  (feet) ADJUSTED
 GG0312  ______________________________________________________________________
 GG0312  GEOID HEIGHT    -        -29.442 (meters)                     GEOID18
 GG0312  DYNAMIC HEIGHT  -        233.423 (meters)      765.82  (feet) COMP
 GG0312  MODELED GRAVITY -    979,807.9   (mgal)                       NAVD 88
 GG0312
 GG0312  VERT ORDER      -  SECOND    CLASS 0
 GG0312
 GG0312.The horizontal coordinates were scaled from a map and have
 GG0312.an estimated accuracy of +/- 6 seconds.
 GG0312
 GG0312.The orthometric height was determined by differential leveling and
 GG0312.adjusted by the NATIONAL GEODETIC SURVEY
 GG0312.in June 1991.
 GG0312
 GG0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0312.GEOID18 height accuracy estimate available here.
 GG0312
 GG0312.Click photographs - Photos may exist for this station.
 GG0312
 GG0312.The dynamic height is computed by dividing the NAVD 88
 GG0312.geopotential number by the normal gravity value computed on the
 GG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0312.degrees latitude (g = 980.6199 gals.).
 GG0312
 GG0312.The modeled gravity was interpolated from observed gravity values.
 GG0312
 GG0312;                    North         East    Units  Estimated Accuracy
 GG0312;SPC OK N     -   206,760.      860,540.      MT  (+/- 180 meters Scaled)
 GG0312
 GG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA145778(NAD 83)
 GG0312
 GG0312                          SUPERSEDED SURVEY CONTROL
 GG0312
 GG0312  NGVD 29 (??/??/92)  233.500  (m)          766.07   (f) ADJ UNCH    2 0
 GG0312
 GG0312.Superseded values are not recommended for survey control.
 GG0312
 GG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0312.See file dsdata.pdf to determine how the superseded data were derived.
 GG0312
 GG0312_MARKER: DB = BENCH MARK DISK
 GG0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0312_SP_SET: BRIDGE
 GG0312_STAMPING: S 64 1934
 GG0312_MARK LOGO: CGS
 GG0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0312
 GG0312  HISTORY     - Date     Condition        Report By
 GG0312  HISTORY     - 1934     MONUMENTED       CGS
 GG0312
 GG0312                          STATION DESCRIPTION
 GG0312
 GG0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0312'1.8 MI N FROM BLUE JACKET.
 GG0312'SET IN WEST END OF NORTH ABUTMENT OF MISSOURI-KANSAS AND TEXAS
 GG0312'RAILWAY CONCRETE BRIDGE 421.7, OVER LITTLE CABIN CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0571 ***********************************************************************
 EK0571  DESIGNATION -  S 65
 EK0571  PID         -  EK0571
 EK0571  STATE/COUNTY-  OK/PUSHMATAHA
 EK0571  COUNTRY     -  US
 EK0571  USGS QUAD   -  DUNBAR (2019)
 EK0571
 EK0571                         *CURRENT SURVEY CONTROL
 EK0571  ______________________________________________________________________
 EK0571* NAD 83(1986) POSITION- 34 25 25.     (N) 095 35 03.     (W)   SCALED
 EK0571* NAVD 88 ORTHO HEIGHT -   156.094 (meters)      512.12  (feet) ADJUSTED
 EK0571  ______________________________________________________________________
 EK0571  GEOID HEIGHT    -        -30.671 (meters)                     GEOID18
 EK0571  DYNAMIC HEIGHT  -        155.925 (meters)      511.56  (feet) COMP
 EK0571  MODELED GRAVITY -    979,553.0   (mgal)                       NAVD 88
 EK0571
 EK0571  VERT ORDER      -  SECOND    CLASS 0
 EK0571
 EK0571.The horizontal coordinates were scaled from a map and have
 EK0571.an estimated accuracy of +/- 6 seconds.
 EK0571
 EK0571.The orthometric height was determined by differential leveling and
 EK0571.adjusted by the NATIONAL GEODETIC SURVEY
 EK0571.in June 1991.
 EK0571
 EK0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0571.GEOID18 height accuracy estimate available here.
 EK0571
 EK0571.Click photographs - Photos may exist for this station.
 EK0571
 EK0571.The dynamic height is computed by dividing the NAVD 88
 EK0571.geopotential number by the normal gravity value computed on the
 EK0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0571.degrees latitude (g = 980.6199 gals.).
 EK0571
 EK0571.The modeled gravity was interpolated from observed gravity values.
 EK0571
 EK0571;                    North         East    Units  Estimated Accuracy
 EK0571;SPC OK S     -   123,590.      822,040.      MT  (+/- 180 meters Scaled)
 EK0571
 EK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU625121(NAD 83)
 EK0571
 EK0571                          SUPERSEDED SURVEY CONTROL
 EK0571
 EK0571  NGVD 29 (??/??/92)  156.008  (m)          511.84   (f) ADJ UNCH    2 0
 EK0571
 EK0571.Superseded values are not recommended for survey control.
 EK0571
 EK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0571.See file dsdata.pdf to determine how the superseded data were derived.
 EK0571
 EK0571_MARKER: DB = BENCH MARK DISK
 EK0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0571_STAMPING: S 65 1934
 EK0571_MARK LOGO: CGS
 EK0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0571+STABILITY: SURFACE MOTION
 EK0571
 EK0571  HISTORY     - Date     Condition        Report By
 EK0571  HISTORY     - 1934     MONUMENTED       CGS
 EK0571  HISTORY     - 1960     GOOD             CGS
 EK0571
 EK0571                          STATION DESCRIPTION
 EK0571
 EK0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0571'AT EUBANKS.
 EK0571'AT EUBANKS, PUSHMATAHA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0571'RAILWAY, AT THE POST OFFICE, SOUTHWEST OF THE FIFTH POLE SOUTH
 EK0571'OF MILEPOST 525, AT A MAIL CRANE, AND 35 FEET WEST OF THE
 EK0571'TRACK.  A STANDARD DISK, STAMPED S 65 1934 AND SET IN THE TOP
 EK0571'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0433 ***********************************************************************
 EK0433  DESIGNATION -  S 66
 EK0433  PID         -  EK0433
 EK0433  STATE/COUNTY-  OK/LE FLORE
 EK0433  COUNTRY     -  US
 EK0433  USGS QUAD   -  TALIHINA (2018)
 EK0433
 EK0433                         *CURRENT SURVEY CONTROL
 EK0433  ______________________________________________________________________
 EK0433* NAD 83(1986) POSITION- 34 47 20.73   (N) 095 01 05.39   (W)   HD_HELD1
 EK0433* NAVD 88 ORTHO HEIGHT -   259.944 (meters)      852.83  (feet) ADJUSTED
 EK0433  ______________________________________________________________________
 EK0433  GEOID HEIGHT    -        -31.700 (meters)                     GEOID18
 EK0433  DYNAMIC HEIGHT  -        259.668 (meters)      851.93  (feet) COMP
 EK0433  MODELED GRAVITY -    979,568.1   (mgal)                       NAVD 88
 EK0433
 EK0433  VERT ORDER      -  SECOND    CLASS 0
 EK0433
 EK0433.The horizontal coordinates were determined by differentially corrected
 EK0433.hand held GPS observations or other comparable positioning techniques
 EK0433.and have an estimated accuracy of +/- 3 meters.
 EK0433
 EK0433.The orthometric height was determined by differential leveling and
 EK0433.adjusted by the NATIONAL GEODETIC SURVEY
 EK0433.in June 1991.
 EK0433
 EK0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0433.GEOID18 height accuracy estimate available here.
 EK0433
 EK0433.Click photographs - Photos may exist for this station.
 EK0433
 EK0433.The dynamic height is computed by dividing the NAVD 88
 EK0433.geopotential number by the normal gravity value computed on the
 EK0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0433.degrees latitude (g = 980.6199 gals.).
 EK0433
 EK0433.The modeled gravity was interpolated from observed gravity values.
 EK0433
 EK0433;                    North         East    Units  Estimated Accuracy
 EK0433;SPC OK S     -   165,508.8     872,847.5     MT  (+/- 3 meters HH1 GPS) 
 EK0433
 EK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1535451510(NAD 83)
 EK0433
 EK0433                          SUPERSEDED SURVEY CONTROL
 EK0433
 EK0433  NGVD 29 (??/??/92)  259.821  (m)          852.43   (f) ADJ UNCH    2 0
 EK0433
 EK0433.Superseded values are not recommended for survey control.
 EK0433
 EK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0433.See file dsdata.pdf to determine how the superseded data were derived.
 EK0433
 EK0433_MARKER: DB = BENCH MARK DISK
 EK0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0433_SP_SET: ABUTMENT
 EK0433_STAMPING: S 66 1934
 EK0433_MARK LOGO: CGS
 EK0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0433
 EK0433  HISTORY     - Date     Condition        Report By
 EK0433  HISTORY     - 1934     MONUMENTED       CGS
 EK0433  HISTORY     - 1959     GOOD             CGS
 EK0433
 EK0433                          STATION DESCRIPTION
 EK0433
 EK0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0433'3.3 MI N FROM TALIHINA.
 EK0433'3.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0433'THE STATION AT TALIHINA, LE FLORE COUNTY, AT BRIDGE 480.5 OVER
 EK0433'ROCK CREEK, AND IN THE TOP OF THE EAST CORNER OF THE NORTH CONCRETE
 EK0433'ABUTMENT.  A STANDARD DISK, STAMPED S 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0262 ***********************************************************************
 FH0262  DESIGNATION -  S 67
 FH0262  PID         -  FH0262
 FH0262  STATE/COUNTY-  OK/LE FLORE
 FH0262  COUNTRY     -  US
 FH0262  USGS QUAD   -  FORT COFFEE (2018)
 FH0262
 FH0262                         *CURRENT SURVEY CONTROL
 FH0262  ______________________________________________________________________
 FH0262* NAD 83(1986) POSITION- 35 17 26.     (N) 094 36 58.     (W)   SCALED
 FH0262* NAVD 88 ORTHO HEIGHT -   133.442 (meters)      437.80  (feet) ADJUSTED
 FH0262  ______________________________________________________________________
 FH0262  GEOID HEIGHT    -        -30.618 (meters)                     GEOID18
 FH0262  DYNAMIC HEIGHT  -        133.313 (meters)      437.38  (feet) COMP
 FH0262  MODELED GRAVITY -    979,672.6   (mgal)                       NAVD 88
 FH0262
 FH0262  VERT ORDER      -  SECOND    CLASS 0
 FH0262
 FH0262.The horizontal coordinates were scaled from a map and have
 FH0262.an estimated accuracy of +/- 6 seconds.
 FH0262
 FH0262.The orthometric height was determined by differential leveling and
 FH0262.adjusted by the NATIONAL GEODETIC SURVEY
 FH0262.in June 1991.
 FH0262
 FH0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0262.GEOID18 height accuracy estimate available here.
 FH0262
 FH0262.Click photographs - Photos may exist for this station.
 FH0262
 FH0262.The dynamic height is computed by dividing the NAVD 88
 FH0262.geopotential number by the normal gravity value computed on the
 FH0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0262.degrees latitude (g = 980.6199 gals.).
 FH0262
 FH0262.The modeled gravity was interpolated from observed gravity values.
 FH0262
 FH0262;                    North         East    Units  Estimated Accuracy
 FH0262;SPC OK S     -   222,270.      907,760.      MT  (+/- 180 meters Scaled)
 FH0262
 FH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV530064(NAD 83)
 FH0262
 FH0262                          SUPERSEDED SURVEY CONTROL
 FH0262
 FH0262  NGVD 29 (??/??/92)  133.351  (m)          437.50   (f) ADJ UNCH    2 0
 FH0262
 FH0262.Superseded values are not recommended for survey control.
 FH0262
 FH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0262.See file dsdata.pdf to determine how the superseded data were derived.
 FH0262
 FH0262_MARKER: DB = BENCH MARK DISK
 FH0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0262_STAMPING: S 67 1934
 FH0262_MARK LOGO: CGS
 FH0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0262+STABILITY: SURFACE MOTION
 FH0262
 FH0262  HISTORY     - Date     Condition        Report By
 FH0262  HISTORY     - 1934     MONUMENTED       CGS
 FH0262
 FH0262                          STATION DESCRIPTION
 FH0262
 FH0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0262'4.4 MI N FROM SPIRO.
 FH0262'4.4 MILE NORTH OF SPIRO K.C.S. RR DEPOT.  SOUTH END OF BRIDGE
 FH0262'OVER ARKANSAS RIVER.  1/2 MILE NORTH OF MILEPOST 308.  20 FEET
 FH0262'WEST OF KANSAS CITY SOUTHERN RAILROAD TRACK, 10 FEET EAST OF
 FH0262'SWITCH.  MARK -- BETWEEN THE TWO TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0399 ***********************************************************************
 FH0399  DESIGNATION -  S 69
 FH0399  PID         -  FH0399
 FH0399  STATE/COUNTY-  OK/ADAIR
 FH0399  COUNTRY     -  US
 FH0399  USGS QUAD   -  STILWELL WEST (2019)
 FH0399
 FH0399                         *CURRENT SURVEY CONTROL
 FH0399  ______________________________________________________________________
 FH0399* NAD 83(1986) POSITION- 35 51 58.     (N) 094 37 50.     (W)   SCALED
 FH0399* NAVD 88 ORTHO HEIGHT -   312.937 (meters)     1026.69  (feet) ADJUSTED
 FH0399  ______________________________________________________________________
 FH0399  GEOID HEIGHT    -        -28.716 (meters)                     GEOID18
 FH0399  DYNAMIC HEIGHT  -        312.652 (meters)     1025.76  (feet) COMP
 FH0399  MODELED GRAVITY -    979,715.3   (mgal)                       NAVD 88
 FH0399
 FH0399  VERT ORDER      -  SECOND    CLASS 0
 FH0399
 FH0399.The horizontal coordinates were scaled from a map and have
 FH0399.an estimated accuracy of +/- 6 seconds.
 FH0399
 FH0399.The orthometric height was determined by differential leveling and
 FH0399.adjusted by the NATIONAL GEODETIC SURVEY
 FH0399.in June 1991.
 FH0399
 FH0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0399.GEOID18 height accuracy estimate available here.
 FH0399
 FH0399.Click photographs - Photos may exist for this station.
 FH0399
 FH0399.The dynamic height is computed by dividing the NAVD 88
 FH0399.geopotential number by the normal gravity value computed on the
 FH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0399.degrees latitude (g = 980.6199 gals.).
 FH0399
 FH0399.The modeled gravity was interpolated from observed gravity values.
 FH0399
 FH0399;                    North         East    Units  Estimated Accuracy
 FH0399;SPC OK N     -   101,380.      904,240.      MT  (+/- 180 meters Scaled)
 FH0399
 FH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV527703(NAD 83)
 FH0399
 FH0399                          SUPERSEDED SURVEY CONTROL
 FH0399
 FH0399  NGVD 29 (??/??/92)  312.780  (m)         1026.18   (f) ADJ UNCH    2 0
 FH0399
 FH0399.Superseded values are not recommended for survey control.
 FH0399
 FH0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0399.See file dsdata.pdf to determine how the superseded data were derived.
 FH0399
 FH0399_MARKER: DB = BENCH MARK DISK
 FH0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0399_STAMPING: S 69 1934
 FH0399_MARK LOGO: CGS
 FH0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0399+STABILITY: SURFACE MOTION
 FH0399
 FH0399  HISTORY     - Date     Condition        Report By
 FH0399  HISTORY     - 1934     MONUMENTED       CGS
 FH0399  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0399
 FH0399                          STATION DESCRIPTION
 FH0399
 FH0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0399'3.5 MI N FROM STILWELL.
 FH0399'3.5 MILES NORTH OF STILWELL K.C.S.RR DEPOT NEAR 14TH POLE NORTH
 FH0399'OF MILEPOST 255.  50 FEET WEST OF KANSAS CITY SOUTHERN RAILROAD.
 FH0399'IN CUT AT TOP OF HILL.  NOTE-- A THROUGH SEARCH OF THE AREA
 FH0399'FAILED TO TURN UP ANY EVIDENCE OF THIS BENCH MARK.  THE BENCH
 FH0399'MARK HAS PROBABLY DESTROYED OR COVERED OVER BY GRADING ALONG
 FH0399'THE RAILROAD RIGHT-OF-WAY.  THERE ARE INDICATIONS THAT THE RR
 FH0399'RIGHT-OF-WAY HAS BEEN WIDENED (WITH CONSIDERABLE EARTH REMOVAL)
 FH0399'SINCE THIS MARK WAS RECOVERED BY THE USC AND GS IN 01/27/60.
 FH0399
 FH0399                          STATION RECOVERY (1972)
 FH0399
 FH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0179 ***********************************************************************
 FJ0179  DESIGNATION -  S 7
 FJ0179  PID         -  FJ0179
 FJ0179  STATE/COUNTY-  OK/OKFUSKEE
 FJ0179  COUNTRY     -  US
 FJ0179  USGS QUAD   -  PADEN (2018)
 FJ0179
 FJ0179                         *CURRENT SURVEY CONTROL
 FJ0179  ______________________________________________________________________
 FJ0179* NAD 83(1986) POSITION- 35 30 12.     (N) 096 32 25.     (W)   SCALED
 FJ0179* NAVD 88 ORTHO HEIGHT -   283.460 (meters)      929.99  (feet) ADJUSTED
 FJ0179  ______________________________________________________________________
 FJ0179  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 FJ0179  DYNAMIC HEIGHT  -        283.194 (meters)      929.11  (feet) COMP
 FJ0179  MODELED GRAVITY -    979,689.0   (mgal)                       NAVD 88
 FJ0179
 FJ0179  VERT ORDER      -  FIRST     CLASS II
 FJ0179
 FJ0179.The horizontal coordinates were scaled from a map and have
 FJ0179.an estimated accuracy of +/- 6 seconds.
 FJ0179
 FJ0179.The orthometric height was determined by differential leveling and
 FJ0179.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0179.in June 1991.
 FJ0179
 FJ0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0179.GEOID18 height accuracy estimate available here.
 FJ0179
 FJ0179.Click photographs - Photos may exist for this station.
 FJ0179
 FJ0179.The dynamic height is computed by dividing the NAVD 88
 FJ0179.geopotential number by the normal gravity value computed on the
 FJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0179.degrees latitude (g = 980.6199 gals.).
 FJ0179
 FJ0179.The modeled gravity was interpolated from observed gravity values.
 FJ0179
 FJ0179;                    North         East    Units  Estimated Accuracy
 FJ0179;SPC OK N     -    56,840.      732,430.      MT  (+/- 180 meters Scaled)
 FJ0179
 FJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE230316(NAD 83)
 FJ0179
 FJ0179                          SUPERSEDED SURVEY CONTROL
 FJ0179
 FJ0179  NGVD 29 (??/??/92)  283.327  (m)          929.55   (f) ADJ UNCH    1 2
 FJ0179
 FJ0179.Superseded values are not recommended for survey control.
 FJ0179
 FJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0179.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0179
 FJ0179_MARKER: DB = BENCH MARK DISK
 FJ0179_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0179_STAMPING: S 7 1933
 FJ0179_MARK LOGO: CGS
 FJ0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0179+STABILITY: POSITION/ELEVATION WELL
 FJ0179
 FJ0179  HISTORY     - Date     Condition        Report By
 FJ0179  HISTORY     - 1933     MONUMENTED       CGS
 FJ0179  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0179  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0179
 FJ0179                          STATION DESCRIPTION
 FJ0179
 FJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0179'2.1 MI E FROM PADEN.
 FJ0179'2.1 MILES EAST OF PADEN, 33 FT. SOUTH OF CENTER LINE OF F. S.
 FJ0179'AND W. R. R. AT MILE POST 149 PLUS 5 POLES.  18 FT. NORTH OF FENCE
 FJ0179
 FJ0179                          STATION RECOVERY (1973)
 FJ0179
 FJ0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0179'MARK NOT FOUND.
 FJ0179
 FJ0179                          STATION RECOVERY (1984)
 FJ0179
 FJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0179'NOT RECOVERED, AN ATTEMPT WAS MADE TO SEARCH FOR THIS MARK BUT DUE TO
 FJ0179'POSTED PROPERTY, LOCKED GATES, AND ABANDONED RAILROAD, IT WAS FOUND
 FJ0179'INACCESSIBLE.  LEVEL LINE REROUTED ALONG HIGHWAY 62.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0232 ***********************************************************************
 GG0232  DESIGNATION -  S 70
 GG0232  PID         -  GG0232
 GG0232  STATE/COUNTY-  OK/DELAWARE
 GG0232  COUNTRY     -  US
 GG0232  USGS QUAD   -  DODGE (2018)
 GG0232
 GG0232                         *CURRENT SURVEY CONTROL
 GG0232  ______________________________________________________________________
 GG0232* NAD 83(1986) POSITION- 36 35 54.     (N) 094 42 41.     (W)   SCALED
 GG0232* NAVD 88 ORTHO HEIGHT -   251.332 (meters)      824.58  (feet) ADJUSTED
 GG0232  ______________________________________________________________________
 GG0232  GEOID HEIGHT    -        -28.904 (meters)                     GEOID18
 GG0232  DYNAMIC HEIGHT  -        251.122 (meters)      823.89  (feet) COMP
 GG0232  MODELED GRAVITY -    979,789.7   (mgal)                       NAVD 88
 GG0232
 GG0232  VERT ORDER      -  SECOND    CLASS 0
 GG0232
 GG0232.The horizontal coordinates were scaled from a map and have
 GG0232.an estimated accuracy of +/- 6 seconds.
 GG0232
 GG0232.The orthometric height was determined by differential leveling and
 GG0232.adjusted by the NATIONAL GEODETIC SURVEY
 GG0232.in June 1991.
 GG0232
 GG0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0232.GEOID18 height accuracy estimate available here.
 GG0232
 GG0232.Click photographs - Photos may exist for this station.
 GG0232
 GG0232.The dynamic height is computed by dividing the NAVD 88
 GG0232.geopotential number by the normal gravity value computed on the
 GG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0232.degrees latitude (g = 980.6199 gals.).
 GG0232
 GG0232.The modeled gravity was interpolated from observed gravity values.
 GG0232
 GG0232;                    North         East    Units  Estimated Accuracy
 GG0232;SPC OK N     -   182,330.      894,190.      MT  (+/- 180 meters Scaled)
 GG0232
 GG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA469516(NAD 83)
 GG0232
 GG0232                          SUPERSEDED SURVEY CONTROL
 GG0232
 GG0232  NGVD 29 (??/??/92)  251.235  (m)          824.26   (f) ADJ UNCH    2 0
 GG0232
 GG0232.Superseded values are not recommended for survey control.
 GG0232
 GG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0232.See file dsdata.pdf to determine how the superseded data were derived.
 GG0232
 GG0232_MARKER: DB = BENCH MARK DISK
 GG0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0232_STAMPING: S 70 1934
 GG0232_MARK LOGO: CGS
 GG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0232+STABILITY: SURFACE MOTION
 GG0232
 GG0232  HISTORY     - Date     Condition        Report By
 GG0232  HISTORY     - 1934     MONUMENTED       CGS
 GG0232
 GG0232                          STATION DESCRIPTION
 GG0232
 GG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0232'3.3 MI E FROM GROVE.
 GG0232'3.3 MILES EAST ALONG STATE HIGHWAY 25 FROM THE ST. LOUIS-SAN
 GG0232'FRANCISCO RAILWAY STATION AT GROVE, DELAWARE COUNTY, AT THE
 GG0232'JUNCTION OF STATE HIGHWAY 10 LEADING NORTH TO WYANDOTTE, AT A
 GG0232'TURN IN THE HIGHWAY, AND IN THE CENTER OF THE TRIANGLE BOUNDED
 GG0232'ON THREE SIDES BY HIGHWAYS.  A STANDARD DISK, STAMPED S 70 1934
 GG0232'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0767 ***********************************************************************
 GK0767  DESIGNATION -  S 72
 GK0767  PID         -  GK0767
 GK0767  STATE/COUNTY-  OK/TEXAS
 GK0767  COUNTRY     -  US
 GK0767  USGS QUAD   -  EVA (2018)
 GK0767
 GK0767                         *CURRENT SURVEY CONTROL
 GK0767  ______________________________________________________________________
 GK0767* NAD 83(1986) POSITION- 36 45 43.     (N) 101 54 25.     (W)   SCALED
 GK0767* NAVD 88 ORTHO HEIGHT -  1081.024 (meters)     3546.66  (feet) ADJUSTED
 GK0767  ______________________________________________________________________
 GK0767  GEOID HEIGHT    -        -25.256 (meters)                     GEOID18
 GK0767  DYNAMIC HEIGHT  -       1079.886 (meters)     3542.93  (feet) COMP
 GK0767  MODELED GRAVITY -    979,541.8   (mgal)                       NAVD 88
 GK0767
 GK0767  VERT ORDER      -  SECOND    CLASS 0
 GK0767
 GK0767.The horizontal coordinates were scaled from a map and have
 GK0767.an estimated accuracy of +/- 6 seconds.
 GK0767
 GK0767.The orthometric height was determined by differential leveling and
 GK0767.adjusted by the NATIONAL GEODETIC SURVEY
 GK0767.in June 1991.
 GK0767
 GK0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0767.GEOID18 height accuracy estimate available here.
 GK0767
 GK0767.Click photographs - Photos may exist for this station.
 GK0767
 GK0767.The dynamic height is computed by dividing the NAVD 88
 GK0767.geopotential number by the normal gravity value computed on the
 GK0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0767.degrees latitude (g = 980.6199 gals.).
 GK0767
 GK0767.The modeled gravity was interpolated from observed gravity values.
 GK0767
 GK0767;                    North         East    Units  Estimated Accuracy
 GK0767;SPC OK N     -   202,520.      251,250.      MT  (+/- 180 meters Scaled)
 GK0767
 GK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF405724(NAD 83)
 GK0767
 GK0767                          SUPERSEDED SURVEY CONTROL
 GK0767
 GK0767  NGVD 29 (??/??/92) 1080.540  (m)         3545.07   (f) ADJ UNCH    2 0
 GK0767
 GK0767.Superseded values are not recommended for survey control.
 GK0767
 GK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0767.See file dsdata.pdf to determine how the superseded data were derived.
 GK0767
 GK0767_MARKER: DB = BENCH MARK DISK
 GK0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0767_STAMPING: S 72 1935
 GK0767_MARK LOGO: CGS
 GK0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0767+STABILITY: SURFACE MOTION
 GK0767
 GK0767  HISTORY     - Date     Condition        Report By
 GK0767  HISTORY     - 1935     MONUMENTED       CGS
 GK0767  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0767
 GK0767                          STATION DESCRIPTION
 GK0767
 GK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0767'28.0 MI W FROM GUYMON.
 GK0767'28.0 MI. W. OF ALONG U.S. HWY. NO. 64 AT INTERSECTION WITH ROAD TO THE
 GK0767'NEW TOWN OF EVA, 52 FT. S. OF THE CENTER LINE OF THE HWY., 33 FT. E.
 GK0767'OF THE CENTER LINE OF THE CROSS ROAD, AND 3 FT. E. OF A TELEPHONE GUY
 GK0767'POLE.
 GK0767
 GK0767                          STATION RECOVERY (1973)
 GK0767
 GK0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0767'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0337 ***********************************************************************
 GL0337  DESIGNATION -  S 73
 GL0337  PID         -  GL0337
 GL0337  STATE/COUNTY-  OK/CIMARRON
 GL0337  COUNTRY     -  US
 GL0337  USGS QUAD   -  FELT NE (2018)
 GL0337
 GL0337                         *CURRENT SURVEY CONTROL
 GL0337  ______________________________________________________________________
 GL0337* NAD 83(1986) POSITION- 36 44 02.     (N) 102 46 08.     (W)   SCALED
 GL0337* NAVD 88 ORTHO HEIGHT -  1364.217 (meters)     4475.77  (feet) ADJUSTED
 GL0337  ______________________________________________________________________
 GL0337  GEOID HEIGHT    -        -23.117 (meters)                     GEOID18
 GL0337  DYNAMIC HEIGHT  -       1362.687 (meters)     4470.75  (feet) COMP
 GL0337  MODELED GRAVITY -    979,462.2   (mgal)                       NAVD 88
 GL0337
 GL0337  VERT ORDER      -  SECOND    CLASS 0
 GL0337
 GL0337.The horizontal coordinates were scaled from a map and have
 GL0337.an estimated accuracy of +/- 6 seconds.
 GL0337
 GL0337.The orthometric height was determined by differential leveling and
 GL0337.adjusted by the NATIONAL GEODETIC SURVEY
 GL0337.in June 1991.
 GL0337
 GL0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0337.GEOID18 height accuracy estimate available here.
 GL0337
 GL0337.Click photographs - Photos may exist for this station.
 GL0337
 GL0337.The dynamic height is computed by dividing the NAVD 88
 GL0337.geopotential number by the normal gravity value computed on the
 GL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0337.degrees latitude (g = 980.6199 gals.).
 GL0337
 GL0337.The modeled gravity was interpolated from observed gravity values.
 GL0337
 GL0337;                    North         East    Units  Estimated Accuracy
 GL0337;SPC OK N     -   202,850.      174,210.      MT  (+/- 180 meters Scaled)
 GL0337
 GL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA992676(NAD 83)
 GL0337
 GL0337                          SUPERSEDED SURVEY CONTROL
 GL0337
 GL0337.No superseded survey control is available for this station.
 GL0337
 GL0337_MARKER: DB = BENCH MARK DISK
 GL0337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0337_SP_SET: CULVERT HEADWALL
 GL0337_STAMPING: S 73 1935
 GL0337_MARK LOGO: CGS
 GL0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0337+STABILITY: SURFACE MOTION
 GL0337
 GL0337  HISTORY     - Date     Condition        Report By
 GL0337  HISTORY     - 1935     MONUMENTED       CGS
 GL0337  HISTORY     - 1941     GOOD             CGS
 GL0337
 GL0337                          STATION DESCRIPTION
 GL0337
 GL0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0337'14.3 MI N FROM BOISE CITY.
 GL0337'TO REACH BENCH MARK FROM THE COURT HOUSE AT BOISE CITY, PROCEED WEST
 GL0337'ON U.S. HIGHWAY NO. 64, GO 14.3 MILES TO SITE OF BENCH MARK.  BENCH
 GL0337'MARK IS AT A SECTION CORNER.  63.0 FEET NORTH OF AND ABOUT THE SAME
 GL0337'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, SET HORIZONTALLY IN THE
 GL0337'SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT PARALELLING THE
 GL0337'HIGHWAY.  A STANDARD DISK SET IN DRILL HOLE.  NEAR THE SOUTHWEST
 GL0337'CORNER OF SECTION 8, T 3 N, R 3 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0768 ***********************************************************************
 GK0768  DESIGNATION -  S 74
 GK0768  PID         -  GK0768
 GK0768  STATE/COUNTY-  OK/TEXAS
 GK0768  COUNTRY     -  US
 GK0768  USGS QUAD   -  EVA (2018)
 GK0768
 GK0768                         *CURRENT SURVEY CONTROL
 GK0768  ______________________________________________________________________
 GK0768* NAD 83(1986) POSITION- 36 45 42.     (N) 101 55 29.     (W)   SCALED
 GK0768* NAVD 88 ORTHO HEIGHT -  1092.206 (meters)     3583.35  (feet) ADJUSTED
 GK0768  ______________________________________________________________________
 GK0768  GEOID HEIGHT    -        -25.207 (meters)                     GEOID18
 GK0768  DYNAMIC HEIGHT  -       1091.055 (meters)     3579.57  (feet) COMP
 GK0768  MODELED GRAVITY -    979,540.0   (mgal)                       NAVD 88
 GK0768
 GK0768  VERT ORDER      -  SECOND    CLASS 0
 GK0768
 GK0768.The horizontal coordinates were scaled from a map and have
 GK0768.an estimated accuracy of +/- 6 seconds.
 GK0768
 GK0768.The orthometric height was determined by differential leveling and
 GK0768.adjusted by the NATIONAL GEODETIC SURVEY
 GK0768.in June 1991.
 GK0768
 GK0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0768.GEOID18 height accuracy estimate available here.
 GK0768
 GK0768.Click photographs - Photos may exist for this station.
 GK0768
 GK0768.The dynamic height is computed by dividing the NAVD 88
 GK0768.geopotential number by the normal gravity value computed on the
 GK0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0768.degrees latitude (g = 980.6199 gals.).
 GK0768
 GK0768.The modeled gravity was interpolated from observed gravity values.
 GK0768
 GK0768;                    North         East    Units  Estimated Accuracy
 GK0768;SPC OK N     -   202,550.      249,660.      MT  (+/- 180 meters Scaled)
 GK0768
 GK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF389724(NAD 83)
 GK0768
 GK0768                          SUPERSEDED SURVEY CONTROL
 GK0768
 GK0768  NGVD 29 (??/??/92) 1091.718  (m)         3581.74   (f) ADJ UNCH    2 0
 GK0768
 GK0768.Superseded values are not recommended for survey control.
 GK0768
 GK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0768.See file dsdata.pdf to determine how the superseded data were derived.
 GK0768
 GK0768_MARKER: DB = BENCH MARK DISK
 GK0768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0768_SP_SET: BOX CULVERT HEADWALL
 GK0768_STAMPING: S 74 1935
 GK0768_MARK LOGO: CGS
 GK0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0768+STABILITY: SURFACE MOTION
 GK0768
 GK0768  HISTORY     - Date     Condition        Report By
 GK0768  HISTORY     - 1935     MONUMENTED       CGS
 GK0768
 GK0768                          STATION DESCRIPTION
 GK0768
 GK0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0768'29.0 MI W FROM GUYMON.
 GK0768'29.0 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 65 FT. W. OF A SECTION
 GK0768'LINE FENCE, ON THE S. CURB OF A CONCRETE BOX CULVERT, AT THE E. END OF
 GK0768'THE CULVERT, AND 20 FT. S. OF THE CENTER LINE OF THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0781 ***********************************************************************
 GK0781  DESIGNATION -  S 75
 GK0781  PID         -  GK0781
 GK0781  STATE/COUNTY-  OK/TEXAS
 GK0781  COUNTRY     -  US
 GK0781  USGS QUAD   -  HOUGH (2018)
 GK0781
 GK0781                         *CURRENT SURVEY CONTROL
 GK0781  ______________________________________________________________________
 GK0781* NAD 83(1986) POSITION- 36 51 46.     (N) 101 31 56.     (W)   SCALED
 GK0781* NAVD 88 ORTHO HEIGHT -   986.527 (meters)     3236.63  (feet) ADJUSTED
 GK0781  ______________________________________________________________________
 GK0781  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 GK0781  DYNAMIC HEIGHT  -        985.517 (meters)     3233.32  (feet) COMP
 GK0781  MODELED GRAVITY -    979,574.1   (mgal)                       NAVD 88
 GK0781
 GK0781  VERT ORDER      -  SECOND    CLASS 0
 GK0781
 GK0781.The horizontal coordinates were scaled from a map and have
 GK0781.an estimated accuracy of +/- 6 seconds.
 GK0781
 GK0781.The orthometric height was determined by differential leveling and
 GK0781.adjusted by the NATIONAL GEODETIC SURVEY
 GK0781.in June 1991.
 GK0781
 GK0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0781.GEOID18 height accuracy estimate available here.
 GK0781
 GK0781.Click photographs - Photos may exist for this station.
 GK0781
 GK0781.The dynamic height is computed by dividing the NAVD 88
 GK0781.geopotential number by the normal gravity value computed on the
 GK0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0781.degrees latitude (g = 980.6199 gals.).
 GK0781
 GK0781.The modeled gravity was interpolated from observed gravity values.
 GK0781
 GK0781;                    North         East    Units  Estimated Accuracy
 GK0781;SPC OK N     -   212,420.      285,090.      MT  (+/- 180 meters Scaled)
 GK0781
 GK0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF742826(NAD 83)
 GK0781
 GK0781                          SUPERSEDED SURVEY CONTROL
 GK0781
 GK0781  NGVD 29 (??/??/92)  986.089  (m)         3235.19   (f) ADJ UNCH    2 0
 GK0781
 GK0781.Superseded values are not recommended for survey control.
 GK0781
 GK0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0781.See file dsdata.pdf to determine how the superseded data were derived.
 GK0781
 GK0781_MARKER: DB = BENCH MARK DISK
 GK0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0781_STAMPING: S 75 1935
 GK0781_MARK LOGO: CGS
 GK0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0781+STABILITY: SURFACE MOTION
 GK0781
 GK0781  HISTORY     - Date     Condition        Report By
 GK0781  HISTORY     - 1935     MONUMENTED       CGS
 GK0781  HISTORY     - 1965     GOOD             USGS
 GK0781
 GK0781                          STATION DESCRIPTION
 GK0781
 GK0781'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0781'3.1 MI SE FROM HOUGH.
 GK0781'HOUGH, 3 MI. SOUTH AND EAST ALONG A BLACKTOP ROAD FROM THE RR X-ING
 GK0781'AT.  NEAR THE 1/4 COR OF SEC. 34, T-5-N, R-14-E, 40 FT SOUTH AND 24
 GK0781'FT. WEST OF CENTER LINE OF BLACKTOP ROAD AND FIELD ROAD SOUTH. 2 FT.
 GK0781'NORTH AND 6 FT. WEST OF A POWER POLE, A STD USC ANDGS TABLET STAMPED S
 GK0781'75 1935 AND SET IN TOP OF A CONC. POST. MARKED WITH A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0633 ***********************************************************************
 FH0633  DESIGNATION -  S 77
 FH0633  PID         -  FH0633
 FH0633  STATE/COUNTY-  OK/SEQUOYAH
 FH0633  COUNTRY     -  US
 FH0633  USGS QUAD   -  STIGLER NE (2018)
 FH0633
 FH0633                         *CURRENT SURVEY CONTROL
 FH0633  ______________________________________________________________________
 FH0633* NAD 83(1986) POSITION- 35 29 08.     (N) 095 04 11.     (W)   SCALED
 FH0633* NAVD 88 ORTHO HEIGHT -   174.363 (meters)      572.06  (feet) ADJUSTED
 FH0633  ______________________________________________________________________
 FH0633  GEOID HEIGHT    -        -29.924 (meters)                     GEOID18
 FH0633  DYNAMIC HEIGHT  -        174.202 (meters)      571.53  (feet) COMP
 FH0633  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 FH0633
 FH0633  VERT ORDER      -  SECOND    CLASS 0
 FH0633
 FH0633.The horizontal coordinates were scaled from a map and have
 FH0633.an estimated accuracy of +/- 6 seconds.
 FH0633
 FH0633.The orthometric height was determined by differential leveling and
 FH0633.adjusted by the NATIONAL GEODETIC SURVEY
 FH0633.in June 1991.
 FH0633
 FH0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0633.GEOID18 height accuracy estimate available here.
 FH0633
 FH0633.Click photographs - Photos may exist for this station.
 FH0633
 FH0633.The dynamic height is computed by dividing the NAVD 88
 FH0633.geopotential number by the normal gravity value computed on the
 FH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0633.degrees latitude (g = 980.6199 gals.).
 FH0633
 FH0633.The modeled gravity was interpolated from observed gravity values.
 FH0633
 FH0633;                    North         East    Units  Estimated Accuracy
 FH0633;SPC OK N     -    57,890.      865,870.      MT  (+/- 180 meters Scaled)
 FH0633
 FH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV122288(NAD 83)
 FH0633
 FH0633                          SUPERSEDED SURVEY CONTROL
 FH0633
 FH0633  NGVD 29 (??/??/92)  174.240  (m)          571.65   (f) ADJ UNCH    2 0
 FH0633
 FH0633.Superseded values are not recommended for survey control.
 FH0633
 FH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0633.See file dsdata.pdf to determine how the superseded data were derived.
 FH0633
 FH0633_MARKER: DB = BENCH MARK DISK
 FH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0633_STAMPING: S 77 1940
 FH0633_MARK LOGO: CGS
 FH0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0633+STABILITY: SURFACE MOTION
 FH0633
 FH0633  HISTORY     - Date     Condition        Report By
 FH0633  HISTORY     - 1940     MONUMENTED       CGS
 FH0633  HISTORY     - 1959     GOOD             CGS
 FH0633
 FH0633                          STATION DESCRIPTION
 FH0633
 FH0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0633'4.8 MI SE FROM GORE.
 FH0633'A NEW HOUSE HAS BEEN BUILT AT ABOUT THE SAME LOCATION AS THE
 FH0633'ONE OCCUPIED BY FREEMAN FORBUS IN 1940.  TO REACH THIS HOUSE
 FH0633'FROM THE POINT 2.8 MILES EAST OF GORE GO SOUTH 1.3 MILES, TURN
 FH0633'RIGHT AND GO WEST FOR 0.15 MILE, TURN LEFT AND GO SOUTH AND EAST
 FH0633'FOR 1.3 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO NORTH
 FH0633'FOR ABOUT 0.25 MILE TO FORMER LOCATION OF THE FORBUS HOUSE.
 FH0633'THE MARK IS ABOUT 350 FEET EAST, ON THE WEST SIDE OF THE OLD
 FH0633'ABANDONED ROAD AND NEAR A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0584 ***********************************************************************
 FH0584  DESIGNATION -  S 78
 FH0584  PID         -  FH0584
 FH0584  STATE/COUNTY-  OK/MUSKOGEE
 FH0584  COUNTRY     -  US
 FH0584  USGS QUAD   -  STIGLER WEST (2018)
 FH0584
 FH0584                         *CURRENT SURVEY CONTROL
 FH0584  ______________________________________________________________________
 FH0584* NAD 83(1986) POSITION- 35 18 16.     (N) 095 14 19.     (W)   SCALED
 FH0584* NAVD 88 ORTHO HEIGHT -   178.610 (meters)      585.99  (feet) ADJUSTED
 FH0584  ______________________________________________________________________
 FH0584  GEOID HEIGHT    -        -30.387 (meters)                     GEOID18
 FH0584  DYNAMIC HEIGHT  -        178.439 (meters)      585.43  (feet) COMP
 FH0584  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 FH0584
 FH0584  VERT ORDER      -  SECOND    CLASS 0
 FH0584
 FH0584.The horizontal coordinates were scaled from a map and have
 FH0584.an estimated accuracy of +/- 6 seconds.
 FH0584
 FH0584.The orthometric height was determined by differential leveling and
 FH0584.adjusted by the NATIONAL GEODETIC SURVEY
 FH0584.in June 1991.
 FH0584
 FH0584.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0584.GEOID18 height accuracy estimate available here.
 FH0584
 FH0584.Click photographs - Photos may exist for this station.
 FH0584
 FH0584.The dynamic height is computed by dividing the NAVD 88
 FH0584.geopotential number by the normal gravity value computed on the
 FH0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0584.degrees latitude (g = 980.6199 gals.).
 FH0584
 FH0584.The modeled gravity was interpolated from observed gravity values.
 FH0584
 FH0584;                    North         East    Units  Estimated Accuracy
 FH0584;SPC OK N     -    37,350.      851,130.      MT  (+/- 180 meters Scaled)
 FH0584
 FH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV964091(NAD 83)
 FH0584
 FH0584                          SUPERSEDED SURVEY CONTROL
 FH0584
 FH0584  NGVD 29 (??/??/92)  178.506  (m)          585.65   (f) ADJ UNCH    2 0
 FH0584
 FH0584.Superseded values are not recommended for survey control.
 FH0584
 FH0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0584.See file dsdata.pdf to determine how the superseded data were derived.
 FH0584
 FH0584_MARKER: DB = BENCH MARK DISK
 FH0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0584_STAMPING: S 78 1940
 FH0584_MARK LOGO: CGS
 FH0584_PROJECTION: PROJECTING 12 CENTIMETERS
 FH0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0584+STABILITY: SURFACE MOTION
 FH0584
 FH0584  HISTORY     - Date     Condition        Report By
 FH0584  HISTORY     - 1940     MONUMENTED       CGS
 FH0584  HISTORY     - 1960     GOOD             CGS
 FH0584
 FH0584                          STATION DESCRIPTION
 FH0584
 FH0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0584'0.5 MI N FROM BRIARTOWN.
 FH0584'TO REACH FROM THE MIDLAND VALLEY RAILROAD STATION IN BRIARTOWN,
 FH0584'PROCEED NORTH ON GRADED DIRT ROAD, GO 0.5 MILE.  BENCH MARK IS
 FH0584'AT CROSS-ROADS, IN LINE WITH A FARM HOUSE AND INTERSECTION OF
 FH0584'CROSS-ROADS, 60 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE HOUSE,
 FH0584'40 FEET NORTHWEST OF CENTER LINE OF INTERSECTION OF THE ROADS,
 FH0584'2.5 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 FH0584'2 FEET.  MONUMENT PROJECTS 0.4 FOOT.
 FH0584
 FH0584                          STATION RECOVERY (1960)
 FH0584
 FH0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0610 ***********************************************************************
 FH0610  DESIGNATION -  S 79
 FH0610  PID         -  FH0610
 FH0610  STATE/COUNTY-  OK/MUSKOGEE
 FH0610  COUNTRY     -  US
 FH0610  USGS QUAD   -  STIGLER NE (2018)
 FH0610
 FH0610                         *CURRENT SURVEY CONTROL
 FH0610  ______________________________________________________________________
 FH0610* NAD 83(1986) POSITION- 35 29 29.     (N) 095 06 31.     (W)   SCALED
 FH0610* NAVD 88 ORTHO HEIGHT -   144.692 (meters)      474.71  (feet) ADJUSTED
 FH0610  ______________________________________________________________________
 FH0610  GEOID HEIGHT    -        -29.917 (meters)                     GEOID18
 FH0610  DYNAMIC HEIGHT  -        144.558 (meters)      474.27  (feet) COMP
 FH0610  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 FH0610
 FH0610  VERT ORDER      -  SECOND    CLASS 0
 FH0610
 FH0610.The horizontal coordinates were scaled from a map and have
 FH0610.an estimated accuracy of +/- 6 seconds.
 FH0610
 FH0610.The orthometric height was determined by differential leveling and
 FH0610.adjusted by the NATIONAL GEODETIC SURVEY
 FH0610.in June 1991.
 FH0610
 FH0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0610.GEOID18 height accuracy estimate available here.
 FH0610
 FH0610.Click photographs - Photos may exist for this station.
 FH0610
 FH0610.The dynamic height is computed by dividing the NAVD 88
 FH0610.geopotential number by the normal gravity value computed on the
 FH0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0610.degrees latitude (g = 980.6199 gals.).
 FH0610
 FH0610.The modeled gravity was interpolated from observed gravity values.
 FH0610
 FH0610;                    North         East    Units  Estimated Accuracy
 FH0610;SPC OK N     -    58,430.      862,330.      MT  (+/- 180 meters Scaled)
 FH0610
 FH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV087295(NAD 83)
 FH0610
 FH0610                          SUPERSEDED SURVEY CONTROL
 FH0610
 FH0610  NGVD 29 (??/??/92)  144.574  (m)          474.32   (f) ADJ UNCH    2 0
 FH0610
 FH0610.Superseded values are not recommended for survey control.
 FH0610
 FH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0610.See file dsdata.pdf to determine how the superseded data were derived.
 FH0610
 FH0610_MARKER: DB = BENCH MARK DISK
 FH0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0610_STAMPING: S 79 1940
 FH0610_MARK LOGO: CGS
 FH0610_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0610+STABILITY: SURFACE MOTION
 FH0610
 FH0610  HISTORY     - Date     Condition        Report By
 FH0610  HISTORY     - 1940     MONUMENTED       CGS
 FH0610  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0610
 FH0610                          STATION DESCRIPTION
 FH0610
 FH0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0610'2.6 MI SE FROM WEBBERS FALLS.
 FH0610'2.6 MILES SOUTHEAST OF OFFICE AT WEBBERS FALLS.  TO REACH FROM
 FH0610'THE POST OFFICE AT WEBBERS FALLS, PROCEED SOUTHEASTERLY ON
 FH0610'GRAVELED ROAD, GO 0.7 MILE, TURN RIGHT (SOUTH), GO 1.0 MILE,
 FH0610'TURN LEFT (EAST) ONTO GRADED DIRT ROAD, GO 0.9 MILE.  BENCH
 FH0610'MARK IS ON THE SOUTH BANK OF THE ARKANSAS RIVER, AT THE EAST
 FH0610'END OF GRADED DIRT ROAD, 50 FEET SOUTHWEST OF THE RIVER BANK,
 FH0610'18 FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF FENCE,
 FH0610'3 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 FH0610'2 FEET.  MONUMENT PROJECTS 0.6 FOOT.
 FH0610
 FH0610                          STATION RECOVERY (1960)
 FH0610
 FH0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0255 ***********************************************************************
 FJ0255  DESIGNATION -  S 8 RESET
 FJ0255  PID         -  FJ0255
 FJ0255  STATE/COUNTY-  OK/LINCOLN
 FJ0255  COUNTRY     -  US
 FJ0255  USGS QUAD   -  WELLSTON (2018)
 FJ0255
 FJ0255                         *CURRENT SURVEY CONTROL
 FJ0255  ______________________________________________________________________
 FJ0255* NAD 83(1986) POSITION- 35 41 12.     (N) 097 00 49.     (W)   SCALED
 FJ0255* NAVD 88 ORTHO HEIGHT -   256.73  (+/-2cm)      842.3   (feet) VERTCON3
 FJ0255  ______________________________________________________________________
 FJ0255  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 FJ0255  VERT ORDER      -  THIRD (See Below)
 FJ0255
 FJ0255.The horizontal coordinates were scaled from a map and have
 FJ0255.an estimated accuracy of +/- 6 seconds.
 FJ0255
 FJ0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0255
 FJ0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0255.GEOID18 height accuracy estimate available here.
 FJ0255
 FJ0255.The vertical order pertains to the NGVD 29 superseded value.
 FJ0255
 FJ0255.Click photographs - Photos may exist for this station.
 FJ0255
 FJ0255;                    North         East    Units  Estimated Accuracy
 FJ0255;SPC OK N     -    76,640.      689,280.      MT  (+/- 180 meters Scaled)
 FJ0255
 FJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE797510(NAD 83)
 FJ0255
 FJ0255                          SUPERSEDED SURVEY CONTROL
 FJ0255
 FJ0255  NGVD 29 (??/??/??)  256.65   (m)          842.0    (f) RESET       3  
 FJ0255
 FJ0255.Superseded values are not recommended for survey control.
 FJ0255
 FJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0255.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0255
 FJ0255_MARKER: DB = BENCH MARK DISK
 FJ0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0255_SP_SET: PIER
 FJ0255_STAMPING: S 8 RESET 1947
 FJ0255_MARK LOGO: CGS
 FJ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0255
 FJ0255  HISTORY     - Date     Condition        Report By
 FJ0255  HISTORY     - 1947     MONUMENTED       CGS
 FJ0255  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0255
 FJ0255                          STATION DESCRIPTION
 FJ0255
 FJ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FJ0255'AT WARWICK.
 FJ0255'AT WARWICK, LINCOLN COUNTY, ABOUT 450 FEET WEST OF THE ST.
 FJ0255'LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 29-1/2 POLES WEST
 FJ0255'OF MILEPOST 502, AT BRIDGE 502.8 OVER A DRAINAGE CANAL, IN THE
 FJ0255'TOP OF THE EAST CONCRETE PIER, ON THE CENTER LINE OF THE PIER
 FJ0255'AND 10 INCHES FROM THE SOUTH END OF THE PIER.  A STANDARD DISK
 FJ0255'STAMPED S 8 RESET 1947.
 FJ0255
 FJ0255                          STATION RECOVERY (1973)
 FJ0255
 FJ0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0255'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0364 ***********************************************************************
 FJ0364  DESIGNATION -  S 80 RESET
 FJ0364  PID         -  FJ0364
 FJ0364  STATE/COUNTY-  OK/OKLAHOMA
 FJ0364  COUNTRY     -  US
 FJ0364  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0364
 FJ0364                         *CURRENT SURVEY CONTROL
 FJ0364  ______________________________________________________________________
 FJ0364* NAD 83(1986) POSITION- 35 23 58.     (N) 097 36 09.     (W)   SCALED
 FJ0364* NAVD 88 ORTHO HEIGHT -   389.88  (meters)     1279.1   (feet) RESET
 FJ0364  ______________________________________________________________________
 FJ0364  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 FJ0364  VERT ORDER      -  THIRD
 FJ0364
 FJ0364.This mark is at Will Rogers World Airport (OKC)
 FJ0364
 FJ0364.The horizontal coordinates were scaled from a map and have
 FJ0364.an estimated accuracy of +/- 6 seconds.
 FJ0364
 FJ0364.The orthometric height was computed from unverified reset data.
 FJ0364
 FJ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0364.GEOID18 height accuracy estimate available here.
 FJ0364
 FJ0364.Click photographs - Photos may exist for this station.
 FJ0364
 FJ0364;                    North         East    Units  Estimated Accuracy
 FJ0364;SPC OK N     -    44,390.      636,110.      MT  (+/- 180 meters Scaled)
 FJ0364
 FJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE269182(NAD 83)
 FJ0364
 FJ0364                          SUPERSEDED SURVEY CONTROL
 FJ0364
 FJ0364.No superseded survey control is available for this station.
 FJ0364
 FJ0364_MARKER: DB = BENCH MARK DISK
 FJ0364_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0364_SP_SET: APRON
 FJ0364_STAMPING: S 80 RESET 1970
 FJ0364_MARK LOGO: CGS
 FJ0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0364
 FJ0364  HISTORY     - Date     Condition        Report By
 FJ0364  HISTORY     - 1970     MONUMENTED       NGS
 FJ0364
 FJ0364                          STATION DESCRIPTION
 FJ0364
 FJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FJ0364'7 MI SW FROM OKLAHOMA CITY.
 FJ0364'LOCATED ABOUT 7 MILES SOUTHWEST OF OKLAHOMA CITY, AT THE WILL
 FJ0364'ROGERS AIRPORT, 1/2 MILE NORTHWEST OF THE NEW TERMINAL, 40.5
 FJ0364'FEET NORTH OF THE CENTER OF THE ENTRANCE TO AIRCRAFTSMEN INC.
 FJ0364'OFFICE AT HANGAR NO. 1, AT THE WEST SIDE OF THE HANGAR, 3.24
 FJ0364'FEET WEST OF THE NORTHWEST CORNER OF A BRICK WALL FOR A FLOWER
 FJ0364'BED, AND CEMENTED IN A DRILL HOLE IN A CONCRETE APRON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0333 ***********************************************************************
 GJ0333  FBN         -  This is a Federal Base Network Control Station.
 GJ0333  DESIGNATION -  S 81
 GJ0333  PID         -  GJ0333
 GJ0333  STATE/COUNTY-  OK/WOODWARD
 GJ0333  COUNTRY     -  US
 GJ0333  USGS QUAD   -  FARGO (2018)
 GJ0333
 GJ0333                         *CURRENT SURVEY CONTROL
 GJ0333  ______________________________________________________________________
 GJ0333* NAD 83(2011) POSITION- 36 26 01.55969(N) 099 30 38.34247(W)   ADJUSTED
 GJ0333* NAD 83(2011) ELLIP HT-   621.870 (meters)        (06/27/12)   ADJUSTED
 GJ0333* NAD 83(2011) EPOCH   -  2010.00
 GJ0333* NAVD 88 ORTHO HEIGHT -   650.173 (meters)     2133.11  (feet) ADJUSTED
 GJ0333  ______________________________________________________________________
 GJ0333  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0333  NAD 83(2011) X  -   -848,966.609 (meters)                     COMP
 GJ0333  NAD 83(2011) Y  - -5,067,437.520 (meters)                     COMP
 GJ0333  NAD 83(2011) Z  -  3,767,393.184 (meters)                     COMP
 GJ0333  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 GJ0333  DYNAMIC HEIGHT  -        649.536 (meters)     2131.02  (feet) COMP
 GJ0333  MODELED GRAVITY -    979,632.0   (mgal)                       NAVD 88
 GJ0333
 GJ0333  VERT ORDER      -  FIRST     CLASS II
 GJ0333
 GJ0333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0333  Standards:
 GJ0333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0333  -------------------------------------------------------------------
 GJ0333  NETWORK    0.41   0.84           0.18   0.15   0.43     -0.00359686
 GJ0333  -------------------------------------------------------------------
 GJ0333  Click here for local accuracies and other accuracy information.
 GJ0333
 GJ0333.The horizontal coordinates were established by GPS observations
 GJ0333.and adjusted by the National Geodetic Survey in June 2012.
 GJ0333
 GJ0333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0333.been affixed to the stable North American tectonic plate. See 
 GJ0333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0333
 GJ0333.The horizontal coordinates are valid at the epoch date displayed above
 GJ0333.which is a decimal equivalence of Year/Month/Day.
 GJ0333
 GJ0333.The orthometric height was determined by differential leveling and
 GJ0333.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0333.in June 1991.
 GJ0333
 GJ0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0333.GEOID18 height accuracy estimate available here.
 GJ0333
 GJ0333.Click photographs - Photos may exist for this station.
 GJ0333
 GJ0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0333
 GJ0333.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0333
 GJ0333.The ellipsoidal height was determined by GPS observations
 GJ0333.and is referenced to NAD 83.
 GJ0333
 GJ0333.The dynamic height is computed by dividing the NAVD 88
 GJ0333.geopotential number by the normal gravity value computed on the
 GJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0333.degrees latitude (g = 980.6199 gals.).
 GJ0333
 GJ0333.The modeled gravity was interpolated from observed gravity values.
 GJ0333
 GJ0333. The following values were computed from the NAD 83(2011) position.
 GJ0333
 GJ0333;                    North         East     Units Scale Factor Converg.
 GJ0333;SPC OK N     -   160,135.895   464,555.368   MT  0.99995618   -0 53 29.4
 GJ0333;SPC OK N     -   525,379.18  1,524,128.74   sFT  0.99995618   -0 53 29.4
 GJ0333;UTM  14      - 4,032,182.389   454,229.445   MT  0.99962581   -0 18 11.8
 GJ0333
 GJ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0333!SPC OK N     -   0.99990241  x   0.99995618  =   0.99985860
 GJ0333!UTM  14      -   0.99990241  x   0.99962581  =   0.99952826
 GJ0333
 GJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5422932182(NAD 83)
 GJ0333
 GJ0333                          SUPERSEDED SURVEY CONTROL
 GJ0333
 GJ0333  NAD 83(2007)-  36 26 01.55977(N)    099 30 38.34311(W) AD(2002.00) 0
 GJ0333  ELLIP H (02/10/07)  621.894  (m)                       GP(2002.00)    
 GJ0333  ELLIP H (06/09/00)  621.882  (m)                       GP(       ) 2 2
 GJ0333  ELLIP H (05/09/94)  621.923  (m)                       GP(       ) 4 2
 GJ0333  NAD 83(1993)-  36 26 01.55965(N)    099 30 38.34275(W) AD(       ) A
 GJ0333  ELLIP H (04/21/94)  621.923  (m)                       GP(       ) 3 1
 GJ0333  NAD 83(1986)-  36 26 01.56461(N)    099 30 38.33193(W) AD(       ) 2
 GJ0333  NAVD 88             650.17   (m)         2133.1    (f) LEVELING    3  
 GJ0333  NGVD 29 (??/??/92)  649.903  (m)         2132.22   (f) ADJ UNCH    1 2
 GJ0333  NGVD 29 (11/30/89)  650.     (m)  RAPSU86  model used  GPS OBS        
 GJ0333
 GJ0333.Superseded values are not recommended for survey control.
 GJ0333
 GJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0333.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0333
 GJ0333_MARKER: DB = BENCH MARK DISK
 GJ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0333_STAMPING: S 81 1945
 GJ0333_MARK LOGO: CGS
 GJ0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0333+STABILITY: SURFACE MOTION
 GJ0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0333+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2007
 GJ0333
 GJ0333  HISTORY     - Date     Condition        Report By
 GJ0333  HISTORY     - 1945     MONUMENTED       CGS
 GJ0333  HISTORY     - 19890328 GOOD             NGS
 GJ0333  HISTORY     - 19930508 GOOD             NGS
 GJ0333  HISTORY     - 19970514 GOOD             NGS
 GJ0333  HISTORY     - 19990813 GOOD             NGS
 GJ0333  HISTORY     - 20021028 GOOD             NGS
 GJ0333  HISTORY     - 20070513 GOOD             INDIV
 GJ0333
 GJ0333                          STATION DESCRIPTION
 GJ0333
 GJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0333'7.6 MI NE FROM FARGO.
 GJ0333'MARK IS LOCATED ABOUT 7.6 MILES NORTHEAST OF FARGO AT EAST
 GJ0333'ENTRANCE TO WOODWARD ARMY AIR FIELD, 66 FEET SOUTH OF ROAD
 GJ0333'CENTERLINE, 9 FEET SOUTHEAST OF CONCRETE RIGHT-OF-WAY MARKER,
 GJ0333'IN EAST BOUNDARY FENCE OF THE AIR FIELD, 3 FEET NORTH OF A
 GJ0333'4X4 INCH WHITE WITNESS POST.
 GJ0333
 GJ0333                          STATION RECOVERY (1989)
 GJ0333
 GJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GJ0333'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 GJ0333'FOLLOWS.
 GJ0333'THE STATION IS LOCATED ABOUT 27.9 KM (17.35 MI) NORTHEAST OF GAGE,
 GJ0333'16.3 KM (10.15 MI) SOUTH-SOUTHEAST OF FORT SUPPLY, AND 10.5 KM
 GJ0333'(6.50 MI) WEST OF WOODWARD.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GJ0333'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 34 IN
 GJ0333'WOODWARD, GO SOUTHWEST ON HIGHWAY 15 FOR 3.4 KM (2.10 MI) TO THE
 GJ0333'JUNCTION OF U.S. HIGHWAYS 270, 183 AND STATE HIGHWAY 3 ON THE RIGHT.
 GJ0333'CONTINUE SOUTHWEST ON HIGHWAY 15 FOR 5.8 KM (3.60 MI) TO A PAVED ROAD
 GJ0333'ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 1.7 KM
 GJ0333'(1.05 MI) TO THE STATION ON THE LEFT, JUST BEFORE CROSSING THE
 GJ0333'RAILROAD TRACKS.
 GJ0333'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 GJ0333'CONCRETE POST THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 17.9 M
 GJ0333'(58.7 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, 12.9 M (42.3 FT) EAST
 GJ0333'OF THE NEAR RAIL, 3.7 M (12.1 FT) SOUTHWEST OF AN UNDERGROUND CABLE
 GJ0333'WARNING SIGNPOST, AND 0.7 M (2.3 FT) NORTH OF A CARSONITE WITNESS
 GJ0333'POST.
 GJ0333'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GJ0333
 GJ0333                          STATION RECOVERY (1993)
 GJ0333
 GJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0333'STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF WOODWARD, ALONG A
 GJ0333'PAVED ROAD LEADING TO THE MUNICIPAL AIRPORT, IN THE SOUTHEAST ANGLE
 GJ0333'OF THE JUNCTION OF THE ROAD AND A RAILROAD TRACK, IN WEEDS, AT THE
 GJ0333'NORTHWEST CORNER OF A CULTIVATED FIELD, IN THE NORTHWEST 1/4 OF
 GJ0333'SECTION 36, T 23 N, R 22 W.  OWNERSHIP--RAILROAD (UNKNOWN).
 GJ0333'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 183, 270 AND STATE
 GJ0333'HIGHWAYS 3, 15 AND 34 ON THE WEST SIDE OF WOODWARD, GO WEST ON
 GJ0333'HIGHWAY 15 FOR 5.78 KM (3.60 MI) TO A FORK.  KEEP RIGHT, WEST, ON THE
 GJ0333'PAVED ROAD FOR 1.64 KM (1.00 MI) TO THE STATION ON THE LEFT AT THE
 GJ0333'RAILROAD TRACK.
 GJ0333'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 GJ0333'PROJECTING 5 CM ABOVE GROUND.  IT IS 17.8 M (58.4 FT) SOUTH OF, AND
 GJ0333'LEVEL WITH THE ROAD CENTER, 12.8 M (42.0 FT) EAST OF THE EAST RAIL OF
 GJ0333'THE TRACK, 0.8 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS POST, 2.6 M
 GJ0333'(8.5 FT) SOUTHEAST OF A SMALL WATER METER COVER, AND 2.7 M (8.9 FT)
 GJ0333'SOUTHWEST OF AN OLD RAILROAD TIE FENCE CORNER POST.
 GJ0333
 GJ0333                          STATION RECOVERY (1997)
 GJ0333
 GJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GJ0333'RECOVERED AS DESCRIBED.
 GJ0333
 GJ0333                          STATION RECOVERY (1999)
 GJ0333
 GJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GJ0333'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS NOW SURROUNDED BY 4
 GJ0333'OKDOT METAL WITNESS POSTS.
 GJ0333
 GJ0333                          STATION RECOVERY (2002)
 GJ0333
 GJ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GJ0333'RECOVERED AS DESCRIBED.
 GJ0333
 GJ0333                          STATION RECOVERY (2007)
 GJ0333
 GJ0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 GJ0333'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0510 ***********************************************************************
 FJ0510  DESIGNATION -  S 9
 FJ0510  PID         -  FJ0510
 FJ0510  STATE/COUNTY-  OK/OKLAHOMA
 FJ0510  COUNTRY     -  US
 FJ0510  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0510
 FJ0510                         *CURRENT SURVEY CONTROL
 FJ0510  ______________________________________________________________________
 FJ0510* NAD 83(1986) POSITION- 35 27 58.     (N) 097 33 36.     (W)   SCALED
 FJ0510* NAVD 88 ORTHO HEIGHT -   364.409 (meters)     1195.57  (feet) POSTED
 FJ0510  ______________________________________________________________________
 FJ0510  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 FJ0510  DYNAMIC HEIGHT  -        364.06  (meters)     1194.4   (feet) COMP
 FJ0510  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 FJ0510
 FJ0510  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0510
 FJ0510.The horizontal coordinates were scaled from a map and have
 FJ0510.an estimated accuracy of +/- 6 seconds.
 FJ0510
 FJ0510.The orthometric height was determined by differential leveling
 FJ0510.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0510
 FJ0510.* This is a POSTED BENCH MARK height.
 FJ0510
 FJ0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0510.GEOID18 height accuracy estimate available here.
 FJ0510
 FJ0510.Click photographs - Photos may exist for this station.
 FJ0510
 FJ0510.The dynamic height is computed by dividing the NAVD 88
 FJ0510.geopotential number by the normal gravity value computed on the
 FJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0510.degrees latitude (g = 980.6199 gals.).
 FJ0510
 FJ0510.The modeled gravity was interpolated from observed gravity values.
 FJ0510
 FJ0510;                    North         East    Units  Estimated Accuracy
 FJ0510;SPC OK N     -    51,810.      639,940.      MT  (+/- 180 meters Scaled)
 FJ0510
 FJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE306256(NAD 83)
 FJ0510
 FJ0510                          SUPERSEDED SURVEY CONTROL
 FJ0510
 FJ0510  NAVD 88 (06/15/91)  364.476  (m)         1195.79   (f) SUPERSEDED  1 2
 FJ0510  NGVD 29 (??/??/92)  364.337  (m)         1195.33   (f) ADJ UNCH    1 2
 FJ0510
 FJ0510.Superseded values are not recommended for survey control.
 FJ0510
 FJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0510.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0510
 FJ0510_MARKER: DB = BENCH MARK DISK
 FJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0510_STAMPING: S 9 1933
 FJ0510_MARK LOGO: CGS
 FJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0510+STABILITY: SURFACE MOTION
 FJ0510
 FJ0510  HISTORY     - Date     Condition        Report By
 FJ0510  HISTORY     - 1933     MONUMENTED       CGS
 FJ0510  HISTORY     - 1955     MARK NOT FOUND   USGS
 FJ0510
 FJ0510                          STATION DESCRIPTION
 FJ0510
 FJ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0510'IN OKLAHOMA CITY.
 FJ0510'IN OKLAHOMA CITY.  ABOUT 2.8 MILES W. OF THE PASSENGER DEPOT OF
 FJ0510'THE ROCK ISLAND R.R., AT MILE POLE NO 489.6, AT A WHISTLE BOARD,
 FJ0510'35 FEET N. OF THE RAILROAD, AND 75 FEET E. OF A TELEPHONE CABLE
 FJ0510'CROSSING UNDER THE RAILROAD.
 FJ0510
 FJ0510                          STATION RECOVERY (1955)
 FJ0510
 FJ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 FJ0510'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0181 ***********************************************************************
 GH0181  DESIGNATION -  S 914
 GH0181  PID         -  GH0181
 GH0181  STATE/COUNTY-  OK/OSAGE
 GH0181  COUNTRY     -  US
 GH0181  USGS QUAD   -  BURBANK (2018)
 GH0181
 GH0181                         *CURRENT SURVEY CONTROL
 GH0181  ______________________________________________________________________
 GH0181* NAD 83(1986) POSITION- 36 40 03.54   (N) 096 42 43.38   (W)   HD_HELD1
 GH0181* NAVD 88 ORTHO HEIGHT -   278.799 (meters)      914.69  (feet) ADJUSTED
 GH0181  ______________________________________________________________________
 GH0181  GEOID HEIGHT    -        -28.681 (meters)                     GEOID18
 GH0181  DYNAMIC HEIGHT  -        278.563 (meters)      913.92  (feet) COMP
 GH0181  MODELED GRAVITY -    979,776.0   (mgal)                       NAVD 88
 GH0181
 GH0181  VERT ORDER      -  SECOND    CLASS 0
 GH0181
 GH0181.The horizontal coordinates were determined by differentially corrected
 GH0181.hand held GPS observations or other comparable positioning techniques
 GH0181.and have an estimated accuracy of +/- 3 meters.
 GH0181
 GH0181.The orthometric height was determined by differential leveling and
 GH0181.adjusted by the NATIONAL GEODETIC SURVEY
 GH0181.in June 1991.
 GH0181
 GH0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0181.GEOID18 height accuracy estimate available here.
 GH0181
 GH0181.Click photographs - Photos may exist for this station.
 GH0181
 GH0181.The dynamic height is computed by dividing the NAVD 88
 GH0181.geopotential number by the normal gravity value computed on the
 GH0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0181.degrees latitude (g = 980.6199 gals.).
 GH0181
 GH0181.The modeled gravity was interpolated from observed gravity values.
 GH0181
 GH0181;                    North         East    Units  Estimated Accuracy
 GH0181;SPC OK N     -   185,798.9     715,134.3     MT  (+/- 3 meters HH1 GPS) 
 GH0181
 GH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0447160443(NAD 83)
 GH0181
 GH0181                          SUPERSEDED SURVEY CONTROL
 GH0181
 GH0181  NGVD 29 (??/??/92)  278.684  (m)          914.32   (f) ADJ UNCH    2 0
 GH0181
 GH0181.Superseded values are not recommended for survey control.
 GH0181
 GH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0181.See file dsdata.pdf to determine how the superseded data were derived.
 GH0181
 GH0181_MARKER: P = PIPE CAP
 GH0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GH0181_STAMPING: 914.316
 GH0181_MARK LOGO: USGS
 GH0181_MAGNETIC: P = MARKER IS A STEEL PIPE
 GH0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0181+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 GH0181
 GH0181  HISTORY     - Date     Condition        Report By
 GH0181  HISTORY     - 1911     MONUMENTED       USGS
 GH0181  HISTORY     - 1934     GOOD             CGS
 GH0181  HISTORY     - 1940     GOOD             CGS
 GH0181  HISTORY     - 20080401 GOOD             AIRDAT
 GH0181
 GH0181                          STATION DESCRIPTION
 GH0181
 GH0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0181'ABOUT 2.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0181'RAILWAY FROM THE STATION AT BURBANK, OSAGE COUNTY, ABOUT 150
 GH0181'FEET SOUTHWEST OF MILEPOST 28, 54 FEET WEST OF THE CENTER LINE
 GH0181'OF THE TRACK, AND 46 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 GH0181'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 914.316
 GH0181'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 GH0181'ABOUT 18 INCHES ABOVE GROUND.
 GH0181
 GH0181                          STATION RECOVERY (1940)
 GH0181
 GH0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0181'RECOVERED IN GOOD CONDITION.
 GH0181
 GH0181                          STATION RECOVERY (2008)
 GH0181
 GH0181'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0182 ***********************************************************************
 EM0182  DESIGNATION -  S 96
 EM0182  PID         -  EM0182
 EM0182  STATE/COUNTY-  OK/KIOWA
 EM0182  COUNTRY     -  US
 EM0182  USGS QUAD   -  SNYDER (2018)
 EM0182
 EM0182                         *CURRENT SURVEY CONTROL
 EM0182  ______________________________________________________________________
 EM0182* NAD 83(1986) POSITION- 34 39 35.     (N) 098 59 05.     (W)   SCALED
 EM0182* NAVD 88 ORTHO HEIGHT -   408.949 (meters)     1341.69  (feet) ADJUSTED
 EM0182  ______________________________________________________________________
 EM0182  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 EM0182  DYNAMIC HEIGHT  -        408.544 (meters)     1340.36  (feet) COMP
 EM0182  MODELED GRAVITY -    979,629.8   (mgal)                       NAVD 88
 EM0182
 EM0182  VERT ORDER      -  SECOND    CLASS 0
 EM0182
 EM0182.The horizontal coordinates were scaled from a map and have
 EM0182.an estimated accuracy of +/- 6 seconds.
 EM0182
 EM0182.The orthometric height was determined by differential leveling and
 EM0182.adjusted by the NATIONAL GEODETIC SURVEY
 EM0182.in June 1991.
 EM0182
 EM0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0182.GEOID18 height accuracy estimate available here.
 EM0182
 EM0182.Click photographs - Photos may exist for this station.
 EM0182
 EM0182.The dynamic height is computed by dividing the NAVD 88
 EM0182.geopotential number by the normal gravity value computed on the
 EM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0182.degrees latitude (g = 980.6199 gals.).
 EM0182
 EM0182.The modeled gravity was interpolated from observed gravity values.
 EM0182
 EM0182;                    North         East    Units  Estimated Accuracy
 EM0182;SPC OK S     -   147,570.      509,740.      MT  (+/- 180 meters Scaled)
 EM0182
 EM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND013353(NAD 83)
 EM0182
 EM0182                          SUPERSEDED SURVEY CONTROL
 EM0182
 EM0182  NGVD 29 (??/??/92)  408.813  (m)         1341.25   (f) ADJ UNCH    2 0
 EM0182
 EM0182.Superseded values are not recommended for survey control.
 EM0182
 EM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0182.See file dsdata.pdf to determine how the superseded data were derived.
 EM0182
 EM0182_MARKER: DB = BENCH MARK DISK
 EM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0182_STAMPING: S 96 1934
 EM0182_MARK LOGO: CGS
 EM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0182+STABILITY: SURFACE MOTION
 EM0182
 EM0182  HISTORY     - Date     Condition        Report By
 EM0182  HISTORY     - 1934     MONUMENTED       CGS
 EM0182  HISTORY     - 1962     GOOD             USGS
 EM0182  HISTORY     - 1963     GOOD             CGS
 EM0182
 EM0182                          STATION DESCRIPTION
 EM0182
 EM0182'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0182'2.0 MI W FROM SNYDER.
 EM0182'SNYDER, 2.0 MILES WEST OF.  T. 2 N., R. 17 W., NEAR 1/4 COR. SECS. 9
 EM0182'AND 10.  49 FT. NORTH AND 312 FT. WEST OF INTERSECTION OF R.R. TRACKS
 EM0182'AND SECTION LINE TRAIL.  16 FT. NORTH-NORTHEAST OF TELEGRAPH POLE. 1
 EM0182'FT. SOUTH OF R.O.W. FENCE.  IN CONC. POST PROJECTING 0.5 FT.  STANDARD
 EM0182'DISK STAMPED S 96 1934 PAINTED B.N. 1341.3.
 EM0182
 EM0182                          STATION RECOVERY (1963)
 EM0182
 EM0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0467 ***********************************************************************
 EK0467  DESIGNATION -  S 99
 EK0467  PID         -  EK0467
 EK0467  STATE/COUNTY-  OK/PUSHMATAHA
 EK0467  COUNTRY     -  US
 EK0467  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0467
 EK0467                         *CURRENT SURVEY CONTROL
 EK0467  ______________________________________________________________________
 EK0467* NAD 83(1986) POSITION- 34 22 09.     (N) 095 03 15.     (W)   SCALED
 EK0467* NAVD 88 ORTHO HEIGHT -   283.185 (meters)      929.08  (feet) ADJUSTED
 EK0467  ______________________________________________________________________
 EK0467  GEOID HEIGHT    -        -30.930 (meters)                     GEOID18
 EK0467  DYNAMIC HEIGHT  -        282.871 (meters)      928.05  (feet) COMP
 EK0467  MODELED GRAVITY -    979,517.7   (mgal)                       NAVD 88
 EK0467
 EK0467  VERT ORDER      -  SECOND    CLASS 0
 EK0467
 EK0467.The horizontal coordinates were scaled from a map and have
 EK0467.an estimated accuracy of +/- 6 seconds.
 EK0467
 EK0467.The orthometric height was determined by differential leveling and
 EK0467.adjusted by the NATIONAL GEODETIC SURVEY
 EK0467.in June 1991.
 EK0467
 EK0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0467.GEOID18 height accuracy estimate available here.
 EK0467
 EK0467.Click photographs - Photos may exist for this station.
 EK0467
 EK0467.The dynamic height is computed by dividing the NAVD 88
 EK0467.geopotential number by the normal gravity value computed on the
 EK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0467.degrees latitude (g = 980.6199 gals.).
 EK0467
 EK0467.The modeled gravity was interpolated from observed gravity values.
 EK0467
 EK0467;                    North         East    Units  Estimated Accuracy
 EK0467;SPC OK S     -   118,850.      870,910.      MT  (+/- 180 meters Scaled)
 EK0467
 EK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU111050(NAD 83)
 EK0467
 EK0467                          SUPERSEDED SURVEY CONTROL
 EK0467
 EK0467  NGVD 29 (??/??/92)  283.107  (m)          928.83   (f) ADJ UNCH    2 0
 EK0467
 EK0467.Superseded values are not recommended for survey control.
 EK0467
 EK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0467.See file dsdata.pdf to determine how the superseded data were derived.
 EK0467
 EK0467_MARKER: DB = BENCH MARK DISK
 EK0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0467_STAMPING: S 99 1960
 EK0467_MARK LOGO: CGS
 EK0467_PROJECTION: FLUSH
 EK0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0467+STABILITY: SURFACE MOTION
 EK0467
 EK0467  HISTORY     - Date     Condition        Report By
 EK0467  HISTORY     - 1960     MONUMENTED       CGS
 EK0467
 EK0467                          STATION DESCRIPTION
 EK0467
 EK0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0467'3.2 MI SW FROM PICKENS.
 EK0467'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0467'AT PICKENS, THENCE 2.65 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 EK0467'IN SECTION 18, R 21 E, T 2 S, 26 FEET NORTHWEST OF THE CENTER
 EK0467'LINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 EK0467'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EK0467'FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0856 ***********************************************************************
 GG0856  DESIGNATION -  S COFFEYVILLE KGGF N RADIO TWR
 GG0856  PID         -  GG0856
 GG0856  STATE/COUNTY-  OK/NOWATA
 GG0856  COUNTRY     -  US
 GG0856  USGS QUAD   -  ELLIOTT (2018)
 GG0856
 GG0856                         *CURRENT SURVEY CONTROL
 GG0856  ______________________________________________________________________
 GG0856* NAD 83(1997) POSITION- 36 59 55.28743(N) 095 37 31.37658(W)   ADJUSTED
 GG0856  ______________________________________________________________________
 GG0856  GEOID HEIGHT    -        -29.677 (meters)                     GEOID18
 GG0856  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 GG0856  HORZ ORDER      -  THIRD
 GG0856
 GG0856.The horizontal coordinates were established by classical geodetic methods
 GG0856.and adjusted by the National Geodetic Survey in October 1998.
 GG0856
 GG0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0856.GEOID18 height accuracy estimate available here.
 GG0856
 GG0856.Click photographs - Photos may exist for this station.
 GG0856
 GG0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0856
 GG0856. The following values were computed from the NAD 83(1997) position.
 GG0856
 GG0856;                    North         East     Units Scale Factor Converg.
 GG0856;SPC OK N     -   224,357.748   811,361.922   MT  1.00005057   +1 24 04.9
 GG0856;SPC OK N     -   736,080.38  2,661,943.24   sFT  1.00005057   +1 24 04.9
 GG0856;UTM  15      - 4,097,949.556   266,377.054   MT  1.00027242   -1 34 50.4
 GG0856
 GG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6637797949(NAD 83)
 GG0856
 GG0856                          SUPERSEDED SURVEY CONTROL
 GG0856
 GG0856  NAD 83(1993)-  36 59 55.29058(N)    095 37 31.37677(W) AD(       ) 3
 GG0856  NAD 83(1986)-  36 59 55.30426(N)    095 37 31.35707(W) AD(       ) 3
 GG0856  NAD 27      -  36 59 55.01300(N)    095 37 30.44100(W) AD(       ) 3
 GG0856
 GG0856.Superseded values are not recommended for survey control.
 GG0856
 GG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0856.See file dsdata.pdf to determine how the superseded data were derived.
 GG0856
 GG0856_MARKER: 43 = RADIO/TV TOWER
 GG0856
 GG0856  HISTORY     - Date     Condition        Report By
 GG0856  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0856  HISTORY     - 1944     GOOD             CGS
 GG0856
 GG0856                          STATION DESCRIPTION
 GG0856
 GG0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 GG0856'RECOVERED IN GOOD CONDITION.  AS THIS WAS NOT DESCRIBED WHEN
 GG0856'ESTABLISHED, A DESCRIPTION FOLLOWS-
 GG0856'
 GG0856'THE TWIN, LATTICE-STEEL RADIO TOWERS OF STATION KGGF.  LOCATED
 GG0856'APPROXIMATELY 200 FEET SOUTH OF THE KANSAS-OKLAHOMA STATE
 GG0856'LINE AND 0.3 MILE WEST OF U.S. HIGHWAY 169.  TOWERS ARE
 GG0856'APPROXIMATELY 200 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0858 ***********************************************************************
 GG0858  DESIGNATION -  S COFFEYVILLE KGGF S RADIO TWR
 GG0858  PID         -  GG0858
 GG0858  STATE/COUNTY-  OK/NOWATA
 GG0858  COUNTRY     -  US
 GG0858  USGS QUAD   -  ELLIOTT (2018)
 GG0858
 GG0858                         *CURRENT SURVEY CONTROL
 GG0858  ______________________________________________________________________
 GG0858* NAD 83(1997) POSITION- 36 59 51.33827(N) 095 37 31.39456(W)   ADJUSTED
 GG0858  ______________________________________________________________________
 GG0858  GEOID HEIGHT    -        -29.676 (meters)                     GEOID18
 GG0858  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GG0858  HORZ ORDER      -  THIRD
 GG0858
 GG0858.The horizontal coordinates were established by classical geodetic methods
 GG0858.and adjusted by the National Geodetic Survey in October 1998.
 GG0858
 GG0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0858.GEOID18 height accuracy estimate available here.
 GG0858
 GG0858.Click photographs - Photos may exist for this station.
 GG0858
 GG0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0858
 GG0858. The following values were computed from the NAD 83(1997) position.
 GG0858
 GG0858;                    North         East     Units Scale Factor Converg.
 GG0858;SPC OK N     -   224,236.026   811,364.455   MT  1.00005029   +1 24 04.9
 GG0858;SPC OK N     -   735,681.03  2,661,951.55   sFT  1.00005029   +1 24 04.9
 GG0858;UTM  15      - 4,097,827.840   266,373.251   MT  1.00027244   -1 34 50.2
 GG0858
 GG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6637397827(NAD 83)
 GG0858
 GG0858                          SUPERSEDED SURVEY CONTROL
 GG0858
 GG0858  NAD 83(1993)-  36 59 51.34144(N)    095 37 31.39476(W) AD(       ) 3
 GG0858  NAD 83(1986)-  36 59 51.35510(N)    095 37 31.37502(W) AD(       ) 3
 GG0858  NAD 27      -  36 59 51.06300(N)    095 37 30.46000(W) AD(       ) 3
 GG0858
 GG0858.Superseded values are not recommended for survey control.
 GG0858
 GG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0858.See file dsdata.pdf to determine how the superseded data were derived.
 GG0858
 GG0858_MARKER: 43 = RADIO/TV TOWER
 GG0858
 GG0858  HISTORY     - Date     Condition        Report By
 GG0858  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0858
 GG0858                          STATION DESCRIPTION
 GG0858
 GG0858'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0636 ***********************************************************************
 EM0636  DESIGNATION -  S DICK 1945
 EM0636  PID         -  EM0636
 EM0636  STATE/COUNTY-  OK/COMANCHE
 EM0636  COUNTRY     -  US
 EM0636  USGS QUAD   -  FORT SILL (2018)
 EM0636
 EM0636                         *CURRENT SURVEY CONTROL
 EM0636  ______________________________________________________________________
 EM0636* NAD 83(1993) POSITION- 34 43 11.71414(N) 098 28 52.05103(W)   ADJUSTED
 EM0636* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 EM0636  ______________________________________________________________________
 EM0636  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 EM0636  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 EM0636  HORZ ORDER      -  THIRD
 EM0636
 EM0636.The horizontal coordinates were established by classical geodetic methods
 EM0636.and adjusted by the National Geodetic Survey in November 1994.
 EM0636
 EM0636.The orthometric height was scaled from a topographic map.
 EM0636
 EM0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0636.GEOID18 height accuracy estimate available here.
 EM0636
 EM0636.Click photographs - Photos may exist for this station.
 EM0636
 EM0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0636
 EM0636. The following values were computed from the NAD 83(1993) position.
 EM0636
 EM0636;                    North         East     Units Scale Factor Converg.
 EM0636;SPC OK S     -   153,910.376   555,932.689   MT  0.99993874   -0 16 23.1
 EM0636;SPC OK S     -   504,954.29  1,823,922.50   sFT  0.99993874   -0 16 23.1
 EM0636;UTM  14      - 3,842,106.569   547,509.174   MT  0.99962782   +0 17 43.9
 EM0636
 EM0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0636!SPC OK S     -   0.99993416  x   0.99993874  =   0.99987291
 EM0636!UTM  14      -   0.99993416  x   0.99962782  =   0.99956201
 EM0636
 EM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4750942106(NAD 83)
 EM0636
 EM0636                          SUPERSEDED SURVEY CONTROL
 EM0636
 EM0636  NAD 83(1986)-  34 43 11.71932(N)    098 28 52.03548(W) AD(       ) 3
 EM0636  NAD 27      -  34 43 11.46800(N)    098 28 50.83200(W) AD(       ) 3
 EM0636
 EM0636.Superseded values are not recommended for survey control.
 EM0636
 EM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0636.See file dsdata.pdf to determine how the superseded data were derived.
 EM0636
 EM0636_MARKER: Z = SEE DESCRIPTION
 EM0636_SETTING: 0 = UNSPECIFIED SETTING
 EM0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0636
 EM0636  HISTORY     - Date     Condition        Report By
 EM0636  HISTORY     - 1945     MONUMENTED       USA
 EM0636
 EM0636                          STATION DESCRIPTION
 EM0636
 EM0636'DESCRIBED BY US ARMY 1945
 EM0636'SUMMIT OF ROUNDED KNOB LYING MIDWAY BETWEEN HWY. 49 AND MEDICINE
 EM0636'CREEK ABOUT 500 YDS. S OF MEDICINE PARK ROAD JUNCTION.  NO
 EM0636'MARK RECOVERED AND NO NEW MARK ESTABLISHED AT THIS STATION.
 EM0636'POLE SET UP WITH ROCKS ON HIGHEST POINT INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1275 ***********************************************************************
 FJ1275  DESIGNATION -  SAC AND FOX WOODEN TANK
 FJ1275  PID         -  FJ1275
 FJ1275  STATE/COUNTY-  OK/LINCOLN
 FJ1275  COUNTRY     -  US
 FJ1275  USGS QUAD   -  STROUD SOUTH (2018)
 FJ1275
 FJ1275                         *CURRENT SURVEY CONTROL
 FJ1275  ______________________________________________________________________
 FJ1275* NAD 83(1993) POSITION- 35 40 22.21427(N) 096 39 26.75146(W)   ADJUSTED
 FJ1275  ______________________________________________________________________
 FJ1275  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 FJ1275  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 FJ1275  HORZ ORDER      -  THIRD
 FJ1275
 FJ1275.The horizontal coordinates were established by classical geodetic methods
 FJ1275.and adjusted by the National Geodetic Survey in November 1994.
 FJ1275
 FJ1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1275.GEOID18 height accuracy estimate available here.
 FJ1275
 FJ1275.Click photographs - Photos may exist for this station.
 FJ1275
 FJ1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1275
 FJ1275. The following values were computed from the NAD 83(1993) position.
 FJ1275
 FJ1275;                    North         East     Units Scale Factor Converg.
 FJ1275;SPC OK N     -    75,493.641   721,542.972   MT  0.99998243   +0 47 32.3
 FJ1275;SPC OK N     -   247,682.05  2,367,262.23   sFT  0.99998243   +0 47 32.3
 FJ1275;UTM  14      - 3,950,190.676   712,017.828   MT  1.00015396   +1 21 59.7
 FJ1275
 FJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1201750190(NAD 83)
 FJ1275
 FJ1275                          SUPERSEDED SURVEY CONTROL
 FJ1275
 FJ1275  NAD 83(1986)-  35 40 22.22344(N)    096 39 26.72838(W) AD(       ) 3
 FJ1275  NAD 27      -  35 40 21.97700(N)    096 39 25.66300(W) AD(       ) 3
 FJ1275
 FJ1275.Superseded values are not recommended for survey control.
 FJ1275
 FJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1275.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1275
 FJ1275_MARKER: 51 = TANK
 FJ1275
 FJ1275  HISTORY     - Date     Condition        Report By
 FJ1275  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1275
 FJ1275                          STATION DESCRIPTION
 FJ1275
 FJ1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1275'POINT OBSERVED UPON WAS CENTER OF WOODEN TANK, LOCATED
 FJ1275'APPROXIMATELY 3-1/2 MILES EAST OF TRIANGULATION STATION CLEMATIS
 FJ1275'AND 6 MILES SOUTH OF THE TOWN OF STROUD, ON STATE HIGHWAY 48.
 FJ1275'APPROXIMATELY 40 FEET HIGH.
 FJ1275'
 FJ1275'OBJECT WAS OBSERVED UPON FROM TRIANGULATION STATIONS DAVIS, BOLEY,
 FJ1275'CLEMATIS AND DOWELL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0824 ***********************************************************************
 EL0824  DESIGNATION -  SACRED HEART STONE CH GABLE
 EL0824  PID         -  EL0824
 EL0824  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0824  COUNTRY     -  US
 EL0824  USGS QUAD   -  KONAWA (2018)
 EL0824
 EL0824                         *CURRENT SURVEY CONTROL
 EL0824  ______________________________________________________________________
 EL0824* NAD 83(1993) POSITION- 34 59 55.70198(N) 096 48 37.98524(W)   ADJUSTED
 EL0824  ______________________________________________________________________
 EL0824  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 EL0824  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC18
 EL0824  HORZ ORDER      -  THIRD
 EL0824
 EL0824.The horizontal coordinates were established by classical geodetic methods
 EL0824.and adjusted by the National Geodetic Survey in November 1994.
 EL0824
 EL0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0824.GEOID18 height accuracy estimate available here.
 EL0824
 EL0824.Click photographs - Photos may exist for this station.
 EL0824
 EL0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0824
 EL0824. The following values were computed from the NAD 83(1993) position.
 EL0824
 EL0824;                    North         East     Units Scale Factor Converg.
 EL0824;SPC OK S     -   185,382.485   708,577.524   MT  0.99996205   +0 40 30.5
 EL0824;SPC OK S     -   608,209.04  2,324,724.76   sFT  0.99996205   +0 40 30.5
 EL0824;UTM  14      - 3,875,100.966   699,810.478   MT  1.00009207   +1 15 22.3
 EL0824
 EL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9981075100(NAD 83)
 EL0824
 EL0824                          SUPERSEDED SURVEY CONTROL
 EL0824
 EL0824  NAD 83(1986)-  34 59 55.70479(N)    096 48 37.97037(W) AD(       ) 3
 EL0824  NAD 27      -  34 59 55.43000(N)    096 48 36.89900(W) AD(       ) 3
 EL0824  USSD        -  34 59 55.34800(N)    096 48 37.25500(W) AD(       ) 3
 EL0824
 EL0824.Superseded values are not recommended for survey control.
 EL0824
 EL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0824.See file dsdata.pdf to determine how the superseded data were derived.
 EL0824
 EL0824_MARKER: 81 = GABLE
 EL0824
 EL0824  HISTORY     - Date     Condition        Report By
 EL0824  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0824
 EL0824                          STATION DESCRIPTION
 EL0824
 EL0824'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0861 ***********************************************************************
 EM0861  DESIGNATION -  SADDLE MOUNTAIN
 EM0861  PID         -  EM0861
 EM0861  STATE/COUNTY-  OK/COMANCHE
 EM0861  COUNTRY     -  US
 EM0861  USGS QUAD   -  COOPERTON (2018)
 EM0861
 EM0861                         *CURRENT SURVEY CONTROL
 EM0861  ______________________________________________________________________
 EM0861* NAD 83(1993) POSITION- 34 48 18.35246(N) 098 46 26.94808(W)   ADJUSTED
 EM0861  ______________________________________________________________________
 EM0861  GEOID HEIGHT    -        -25.282 (meters)                     GEOID18
 EM0861  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 EM0861  HORZ ORDER      -  THIRD
 EM0861
 EM0861.The horizontal coordinates were established by classical geodetic methods
 EM0861.and adjusted by the National Geodetic Survey in November 1994.
 EM0861
 EM0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0861.GEOID18 height accuracy estimate available here.
 EM0861
 EM0861.Click photographs - Photos may exist for this station.
 EM0861
 EM0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0861
 EM0861. The following values were computed from the NAD 83(1993) position.
 EM0861
 EM0861;                    North         East     Units Scale Factor Converg.
 EM0861;SPC OK S     -   163,525.671   529,166.604   MT  0.99994335   -0 26 21.9
 EM0861;SPC OK S     -   536,500.47  1,736,107.43   sFT  0.99994335   -0 26 21.9
 EM0861;UTM  14      - 3,851,452.750   520,657.748   MT  0.99960526   +0 07 44.1
 EM0861
 EM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2065751452(NAD 83)
 EM0861
 EM0861                          SUPERSEDED SURVEY CONTROL
 EM0861
 EM0861  NAD 83(1986)-  34 48 18.36074(N)    098 46 26.94021(W) AD(       ) 3
 EM0861  NAD 27      -  34 48 18.14200(N)    098 46 25.70400(W) AD(       ) 3
 EM0861  USSD        -  34 48 18.07500(N)    098 46 26.07300(W) AD(       ) 3
 EM0861
 EM0861.Superseded values are not recommended for survey control.
 EM0861
 EM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0861.See file dsdata.pdf to determine how the superseded data were derived.
 EM0861
 EM0861_MARKER: 03 = MOUNTAIN PEAK
 EM0861
 EM0861  HISTORY     - Date     Condition        Report By
 EM0861  HISTORY     - 1921     FIRST OBSERVED   CGS
 EM0861
 EM0861                          STATION DESCRIPTION
 EM0861
 EM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EM0861'THE WESTERNMOST SPIRT ON SADDLE MOUNTAIN, WHICH LIES IN THE
 EM0861'NORTHERN RANGE OF WICHITA MOUNTAINS.  AS VIEWED FROM THE NORTH
 EM0861'IT IS A PROMINENT, SHARP PEAK LYING TO THE RIGHT OF SADDLE
 EM0861'CONNECTING IT WITH HIGHER, ROUNDER MOUNTAIN ON LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1030 ***********************************************************************
 FH1030  DESIGNATION -  SADIE
 FH1030  PID         -  FH1030
 FH1030  STATE/COUNTY-  OK/SEQUOYAH
 FH1030  COUNTRY     -  US
 FH1030  USGS QUAD   -  SALLISAW (2019)
 FH1030
 FH1030                         *CURRENT SURVEY CONTROL
 FH1030  ______________________________________________________________________
 FH1030* NAD 83(1993) POSITION- 35 23 29.89591(N) 094 51 33.68335(W)   ADJUSTED
 FH1030* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 FH1030  ______________________________________________________________________
 FH1030  GEOID HEIGHT    -        -30.253 (meters)                     GEOID18
 FH1030  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 FH1030  HORZ ORDER      -  FIRST
 FH1030
 FH1030.The horizontal coordinates were established by classical geodetic methods
 FH1030.and adjusted by the National Geodetic Survey in November 1994.
 FH1030
 FH1030.The orthometric height was scaled from a topographic map.
 FH1030
 FH1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1030.GEOID18 height accuracy estimate available here.
 FH1030
 FH1030.Click photographs - Photos may exist for this station.
 FH1030
 FH1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1030
 FH1030. The following values were computed from the NAD 83(1993) position.
 FH1030
 FH1030;                    North         East     Units Scale Factor Converg.
 FH1030;SPC OK N     -    48,068.631   885,291.477   MT  1.00003638   +1 51 12.4
 FH1030;SPC OK N     -   157,705.17  2,904,493.79   sFT  1.00003638   +1 51 12.4
 FH1030;SPC OK S     -   232,763.545   885,294.845   MT  1.00003512   +1 46 57.7
 FH1030;SPC OK S     -   763,658.40  2,904,504.84   sFT  1.00003512   +1 46 57.7
 FH1030;UTM  15      - 3,918,062.854   331,133.181   MT  0.99995143   -1 04 37.6
 FH1030
 FH1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1030!SPC OK N     -   0.99997271  x   1.00003638  =   1.00000909
 FH1030!SPC OK S     -   0.99997271  x   1.00003512  =   1.00000783
 FH1030!UTM  15      -   0.99997271  x   0.99995143  =   0.99992414
 FH1030
 FH1030:                Primary Azimuth Mark                     Grid Az
 FH1030:SPC OK N     -  SADIE AZ MK                              005 56 48.1
 FH1030:SPC OK S     -  SADIE AZ MK                              006 01 02.8
 FH1030:UTM  15      -  SADIE AZ MK                              008 52 38.1
 FH1030
 FH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3113318062(NAD 83)
 FH1030
 FH1030|---------------------------------------------------------------------|
 FH1030| PID    Reference Object                     Distance      Geod. Az  |
 FH1030|                                                           dddmmss.s |
 FH1030| CI2246 SADIE AZ MK                                        0074800.5 |
 FH1030| FH1035 FOLLIET                             APPROX.11.3 KM 2061702.4 |
 FH1030| CI2247 SADIE RM 1                            4.719 METERS 20844     |
 FH1030| CI2248 SADIE RM 2                            4.308 METERS 32808     |
 FH1030|---------------------------------------------------------------------|
 FH1030
 FH1030                          SUPERSEDED SURVEY CONTROL
 FH1030
 FH1030  NAD 83(1986)-  35 23 29.90316(N)    094 51 33.67145(W) AD(       ) 1
 FH1030  NAD 27      -  35 23 29.56000(N)    094 51 32.85300(W) AD(       ) 1
 FH1030
 FH1030.Superseded values are not recommended for survey control.
 FH1030
 FH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1030.See file dsdata.pdf to determine how the superseded data were derived.
 FH1030
 FH1030_MARKER: DS = TRIANGULATION STATION DISK
 FH1030_SETTING: 66 = SET IN ROCK OUTCROP
 FH1030_STAMPING: SADIE 1940
 FH1030_MARK LOGO: CGS
 FH1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1030+STABILITY: POSITION/ELEVATION WELL
 FH1030
 FH1030  HISTORY     - Date     Condition        Report By
 FH1030  HISTORY     - 1940     MONUMENTED       CGS
 FH1030  HISTORY     - 1959     GOOD             CGS
 FH1030
 FH1030                          STATION DESCRIPTION
 FH1030
 FH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1030'STATION IS LOCATED ABOUT 6 MILES SW OF SALLISAW, AND ABOUT 0.25
 FH1030'MILE NW OF THE SETTLEMENT OF SADIE.  IT IS ON A PROMINENT KNOB AT
 FH1030'THE EXTREME WESTERN END OF WILDHORSE MOUNTAIN, ON LAND OWNED BY
 FH1030'THE CENTRAL LIFE INSURANCE COMPANY OF DES MOINES, IOWA.
 FH1030'
 FH1030'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH1030'HOLES IN OUTCROPPING BEDROCK.
 FH1030'
 FH1030'STATION MARK IS STAMPED SADIE 1940, AND IS SET FLUSH IN
 FH1030'OUTCROPPING BEDROCK.  IT IS 8 FEET W OF A TRIANGLE-BLAZED OAK TREE
 FH1030'AND 15 FEET E OF THE W EDGE OF THE BLUFF.
 FH1030'
 FH1030'REFERENCE MARK NO.1 IS STAMPED SADIE NO.1 1940, AND IS SET
 FH1030'FLUSH IN OUTCROPPING BEDROCK.  IT IS 6 FEET E OF THE EDGE OF THE
 FH1030'BLUFF, 21 FEET SW OF A 14-INCH TRIANGLE-BLAZED OAK TREE AND ON THE
 FH1030'SAME LEVEL AS THE STATION.  REFERENCE MARK NO.2 IS STAMPED SADIE
 FH1030'NO.2 1940, AND IS SET FLUSH IN OUTCROPPING BEDROCK.  IT IS 6 FEET
 FH1030'E OF THE EDGE OF THE BLUFF, 19 FEET W OF A TRIANGLE-BLAZED OAK
 FH1030'TREE, AND ON THE SAME LEVEL AS THE STATION.
 FH1030'
 FH1030'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.  THE SE
 FH1030'GABLE OF A LARGE GRAY FARMHOUSE, ABOUT 1.5 MILES N OF THE STATION,
 FH1030'AND WAS OBSERVED UPON AND CAN BE USED FOR AN AZIMUTH MARK.
 FH1030'
 FH1030'TO REACH THE STATION FROM THE POST OFFICE IN SALLISAW, GO W ON
 FH1030'U.S. HIGHWAY 64, 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 59, TURN
 FH1030'S ON U.S. HIGHWAY 59 AND GO 5.85 MILES TO A DIAGONAL CROSS ROAD, TURN
 FH1030'SHARP RIGHT (W), AND FOLLOW MAIN DIRT ROAD, 2.7 MILES TO A GATE
 FH1030'ON THE LEFT, TURN LEFT THROUGH THE GATE AND FOLLOW MAIN DIRT
 FH1030'ROAD, 0.1 MILE TO A GATE, CONTINUE 0.15 MILE TO ANOTHER GATE,
 FH1030'PASS THROUGH GATE AND GO 50 YARDS TO A ROCKY ROAD TO THE
 FH1030'RIGHT (N), TURN RIGHT AND FOLLOW ROCKY ROAD, 0.1 MILE TO A
 FH1030'HOUSE AND END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW COW
 FH1030'TRAIL 0.5 MILE NNW UP HILL TO WESTERN END OF KNOB AND STATION.
 FH1030
 FH1030                          STATION RECOVERY (1959)
 FH1030
 FH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1030'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1030'CONDITION.  THE STATION IS ON THE EXTREME WEST END OF A HIGH PEAK
 FH1030'AND IS WEST OF THE HIGHEST POINT.  PART OF THE DISK FOR R.M. NO.
 FH1030'1 HAS BEEN BROKEN OFF BUT THE REMAINING PORTION IS SUFFICIENT FOR
 FH1030'A REFERENCE.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 FH1030'
 FH1030'TO REACH THE STATION FROM SALLISAW, FROM THE RAILROAD STATION,
 FH1030'GO WEST ON U.S. 64 FOR 1.0 MILE TO JUNCTION WITH U.S. HIGHWAY 59,
 FH1030'TURN LEFT AND GO SOUTHERLY ON U.S. 59 FOR 6.1 MILES TO ANGLING
 FH1030'CROSSROADS, TURN RIGHT AND GO WEST AND NORTH FOR 2.8 MILES TO A
 FH1030'GATE ON LEFT, TURN LEFT THROUGH GATE AND GO WEST ON FARM ROAD
 FH1030'THROUGH LOTS AND FIELD FOR 0.3 MILE TO A WIRE GATE AND END OF
 FH1030'TRUCK TRAVEL.  PACK NORTH UP HILL FOR ABOUT FOR ABOUT 0.25 MILE
 FH1030'TO WEST END OF PEAK AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1021 ***********************************************************************
 EM1021  DESIGNATION -  SAIN
 EM1021  PID         -  EM1021
 EM1021  STATE/COUNTY-  OK/JACKSON
 EM1021  COUNTRY     -  US
 EM1021  USGS QUAD   -  PRAIRIE HILL (2018)
 EM1021
 EM1021                         *CURRENT SURVEY CONTROL
 EM1021  ______________________________________________________________________
 EM1021* NAD 83(1993) POSITION- 34 30 55.47672(N) 099 32 47.82981(W)   ADJUSTED
 EM1021* NAVD 88 ORTHO HEIGHT -   444.7   (meters)     1459.    (feet) VERTCON3
 EM1021  ______________________________________________________________________
 EM1021  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 EM1021  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 EM1021  HORZ ORDER      -  SECOND
 EM1021
 EM1021.The horizontal coordinates were established by classical geodetic methods
 EM1021.and adjusted by the National Geodetic Survey in November 1994.
 EM1021
 EM1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1021
 EM1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1021.GEOID18 height accuracy estimate available here.
 EM1021
 EM1021.Click photographs - Photos may exist for this station.
 EM1021
 EM1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1021
 EM1021. The following values were computed from the NAD 83(1993) position.
 EM1021
 EM1021;                    North         East     Units Scale Factor Converg.
 EM1021;SPC OK S     -   132,207.610   457,999.197   MT  0.99993666   -0 52 40.4
 EM1021;SPC OK S     -   433,751.13  1,502,619.03   sFT  0.99993666   -0 52 40.4
 EM1021;SPC TXNC     - 2,316,414.297   503,878.618   MT  1.00019934   -0 34 15.0
 EM1021;SPC TXNC     - 7,599,769.24  1,653,141.77   sFT  1.00019934   -0 34 15.0
 EM1021;UTM  14      - 3,819,441.656   449,827.527   MT  0.99963103   -0 18 35.1
 EM1021
 EM1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1021!SPC OK S     -   0.99993461  x   0.99993666  =   0.99987127
 EM1021!SPC TXNC     -   0.99993461  x   1.00019934  =   1.00013393
 EM1021!UTM  14      -   0.99993461  x   0.99963103  =   0.99956566
 EM1021
 EM1021:                Primary Azimuth Mark                     Grid Az
 EM1021:SPC OK S     -  SAIN AZ MK                               042 30 46.4
 EM1021:SPC TXNC     -  SAIN AZ MK                               042 12 21.0
 EM1021:UTM  14      -  SAIN AZ MK                               041 56 41.1
 EM1021
 EM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4982719441(NAD 83)
 EM1021
 EM1021|---------------------------------------------------------------------|
 EM1021| PID    Reference Object                     Distance      Geod. Az  |
 EM1021|                                                           dddmmss.s |
 EM1021| CX8132 SAIN AZ MK                                         0413806.0 |
 EM1021| EM0907 OLUSTEE CITY WATER TANK             APPROX.12.1 KM 0722331.8 |
 EM1021| CX8133 SAIN RM 1                             7.050 METERS 18519     |
 EM1021| CX8134 SAIN RM 2                             6.346 METERS 31939     |
 EM1021|---------------------------------------------------------------------|
 EM1021
 EM1021                          SUPERSEDED SURVEY CONTROL
 EM1021
 EM1021  NAD 83(1986)-  34 30 55.48321(N)    099 32 47.82157(W) AD(       ) 2
 EM1021  NAD 27      -  34 30 55.22160(N)    099 32 46.49060(W) AD(       ) 2
 EM1021  NGVD 29 (07/19/86)  444.5    (m)         1458.     (f) VERT ANG       
 EM1021
 EM1021.Superseded values are not recommended for survey control.
 EM1021
 EM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1021.See file dsdata.pdf to determine how the superseded data were derived.
 EM1021
 EM1021_MARKER: DS = TRIANGULATION STATION DISK
 EM1021_SETTING: 66 = SET IN ROCK OUTCROP
 EM1021_STAMPING: SAIN 1961
 EM1021_MARK LOGO: CGS
 EM1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM1021+STABILITY: POSITION/ELEVATION WELL
 EM1021
 EM1021  HISTORY     - Date     Condition        Report By
 EM1021  HISTORY     - 1961     MONUMENTED       CGS
 EM1021  HISTORY     - 1963     GOOD             CGS
 EM1021
 EM1021                          STATION DESCRIPTION
 EM1021
 EM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1021'THE STATION IS ABOUT 7 MILES SOUTHWEST OF OLUSTEE, ABOUT
 EM1021'6-1/2 MILES NORTHEAST OF ELDORADO AND ABOUT 1/2 MILE SOUTH
 EM1021'OF THE CRETA RAILROAD SIDING AND STATE HIGHWAY 44 ON A ROCKY
 EM1021'NORTH-SOUTH RIDGE OWNED BY MR. ROBERT SAIN.
 EM1021'
 EM1021'TO REACH THE STATION FROM THE POST OFFICE AT OLUSTEE GO
 EM1021'SOUTHWEST ON STATE HIGHWAY 44 FOR 7.1 MILES TO A SIDE ROAD
 EM1021'LEFT AT THE WEST END OF A WOODEN BRIDGE, TURN LEFT, CROSSING
 EM1021'THE RAILROAD TRACKS, AND GO SOUTHERLY ON THE GRAVELED ROAD FOR
 EM1021'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AND A GATE ON THE
 EM1021'RIGHT.  PASS THRU THE GATE AND FOLLOW THE TRACK ROAD SOUTHWEST
 EM1021'AND WEST UPHILL TO THE ROCK QUARRY A DISTANCE OF 0.3 MILE,
 EM1021'TURN LEFT AND PICK THE WAY SOUTHEAST FOR 0.05 MILE TO THE
 EM1021'STATION.
 EM1021'
 EM1021'THE STATION MARK, STAMPED SAIN 1961, IS A STANDARD DISK
 EM1021'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 10
 EM1021'FEET WEST OF THE EDGE OF THE ROCK LEDGE AND 5.9 FEET SOUTHWEST
 EM1021'OF THE WITNESS POST.
 EM1021'
 EM1021'REFERENCE MARK NO. 1, STAMPED SAIN NO 1 1961, IS A STANDARD
 EM1021'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 EM1021'29 FEET SOUTHWEST OF THE WITNESS POST AND 25 FEET WEST OF
 EM1021'THE EDGE OF THE ROCK LEDGE.
 EM1021'
 EM1021'REFERENCE MARK NO. 2, STAMPED SAIN NO 2 1961, IS A STANDARD
 EM1021'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 EM1021'IS 19 FEET NORTHWEST OF THE WITNESS POST AND 10 FEET WEST
 EM1021'OF THE EDGE OF THE ROCK LEDGE.
 EM1021'
 EM1021'THE AZIMUTH MARK, STAMPED SAIN 1961, IS A STANDARD DISK SET
 EM1021'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM1021'3 INCHES.  IT IS 24 FEET NORTHEAST OF A CURVE IN THE ROAD,
 EM1021'10 FEET NORTHWEST OF A FENCE CORNER AND 1.5 FEET SOUTH OF THE
 EM1021'WITNESS POST.
 EM1021
 EM1021                          STATION RECOVERY (1963)
 EM1021
 EM1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1021'STATION RECOVERED AS DESCRIBED.  TO REACH IS ENTIRELY ADEQUATE,
 EM1021'EXCEPT THAT THE GATE MENTIONED AT THE AZIMUTH MARK WAS FOUND
 EM1021'LOCKED AND THE LAST 0.3 MILE TO THE STATION WAS HIKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9273 ***********************************************************************
 AC9273  DESIGNATION -  SAL2 A
 AC9273  PID         -  AC9273
 AC9273  STATE/COUNTY-  OK/SEQUOYAH
 AC9273  COUNTRY     -  US
 AC9273  USGS QUAD   -  ROBERT S KERR DAM (2018)
 AC9273
 AC9273                         *CURRENT SURVEY CONTROL
 AC9273  ______________________________________________________________________
 AC9273* NAD 83(2011) POSITION- 35 21 57.97974(N) 094 48 51.76509(W)   ADJUSTED
 AC9273* NAD 83(2011) ELLIP HT-   123.841 (meters)        (06/27/12)   ADJUSTED
 AC9273* NAD 83(2011) EPOCH   -  2010.00
 AC9273* NAVD 88 ORTHO HEIGHT -   154.177 (meters)      505.83  (feet) ADJUSTED
 AC9273  ______________________________________________________________________
 AC9273  GEOID HEIGHT    -        -30.351 (meters)                     GEOID18
 AC9273  NAD 83(2011) X  -   -437,023.164 (meters)                     COMP
 AC9273  NAD 83(2011) Y  - -5,188,752.997 (meters)                     COMP
 AC9273  NAD 83(2011) Z  -  3,671,135.578 (meters)                     COMP
 AC9273  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 AC9273  DYNAMIC HEIGHT  -        154.031 (meters)      505.35  (feet) COMP
 AC9273  MODELED GRAVITY -    979,684.7   (mgal)                       NAVD 88
 AC9273
 AC9273  VERT ORDER      -  FIRST     CLASS II
 AC9273
 AC9273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9273  Standards:
 AC9273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9273  -------------------------------------------------------------------
 AC9273  NETWORK    0.87   3.10           0.40   0.30   1.58     -0.05068969
 AC9273  -------------------------------------------------------------------
 AC9273  Click here for local accuracies and other accuracy information.
 AC9273
 AC9273.This is a reference station for the SALLISAW 1
 AC9273.National Continuously Operating Reference Station (SAL1).
 AC9273
 AC9273.The horizontal coordinates were established by GPS observations
 AC9273.and adjusted by the National Geodetic Survey in June 2012.
 AC9273
 AC9273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9273.been affixed to the stable North American tectonic plate. See 
 AC9273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9273
 AC9273.The horizontal coordinates are valid at the epoch date displayed above
 AC9273.which is a decimal equivalence of Year/Month/Day.
 AC9273
 AC9273.The orthometric height was determined by differential leveling and
 AC9273.adjusted by the NATIONAL GEODETIC SURVEY
 AC9273.in July 2002.
 AC9273
 AC9273.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9273.GEOID18 height accuracy estimate available here.
 AC9273
 AC9273.Click photographs - Photos may exist for this station.
 AC9273
 AC9273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9273
 AC9273.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9273
 AC9273.The ellipsoidal height was determined by GPS observations
 AC9273.and is referenced to NAD 83.
 AC9273
 AC9273.The dynamic height is computed by dividing the NAVD 88
 AC9273.geopotential number by the normal gravity value computed on the
 AC9273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9273.degrees latitude (g = 980.6199 gals.).
 AC9273
 AC9273.The modeled gravity was interpolated from observed gravity values.
 AC9273
 AC9273. The following values were computed from the NAD 83(2011) position.
 AC9273
 AC9273;                    North         East     Units Scale Factor Converg.
 AC9273;SPC OK N     -    45,370.414   889,468.627   MT  1.00004245   +1 52 47.9
 AC9273;SPC OK N     -   148,852.77  2,918,198.32   sFT  1.00004245   +1 52 47.9
 AC9273;UTM  15      - 3,915,154.893   335,166.537   MT  0.99993484   -1 03 01.4
 AC9273
 AC9273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9273!SPC OK N     -   0.99998056  x   1.00004245  =   1.00002301
 AC9273!UTM  15      -   0.99998056  x   0.99993484  =   0.99991540
 AC9273
 AC9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3516615154(NAD 83)
 AC9273
 AC9273|---------------------------------------------------------------------|
 AC9273| PID    Reference Object                     Distance      Geod. Az  |
 AC9273|                                                           dddmmss.s |
 AC9273| AB7144 SALLISAW 1 CORS L1 PHASE CENTER     227.436 METERS 29809     |
 AC9273|---------------------------------------------------------------------|
 AC9273
 AC9273                          SUPERSEDED SURVEY CONTROL
 AC9273
 AC9273  NAD 83(2007)-  35 21 57.97911(N)    094 48 51.76540(W) AD(2002.00) 0
 AC9273  ELLIP H (02/10/07)  123.847  (m)                       GP(2002.00)    
 AC9273  ELLIP H (02/05/01)  123.840  (m)                       GP(       ) 2 2
 AC9273  NAD 83(1993)-  35 21 57.97954(N)    094 48 51.76560(W) AD(       ) B
 AC9273  ELLIP H (11/05/97)  123.869  (m)                       GP(       ) 4 2
 AC9273  NAVD 88             154.18   (m)          505.8    (f) LEVELING    3  
 AC9273
 AC9273.Superseded values are not recommended for survey control.
 AC9273
 AC9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9273.See file dsdata.pdf to determine how the superseded data were derived.
 AC9273
 AC9273_MARKER: F = FLANGE-ENCASED ROD
 AC9273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9273_STAMPING: SAL2 A 1997
 AC9273_MARK LOGO: NGS
 AC9273_PROJECTION: FLUSH
 AC9273_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9273+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 AC9273_ROD/PIPE-DEPTH: 6.4 meters
 AC9273_SLEEVE-DEPTH  : 0.9 meters
 AC9273
 AC9273  HISTORY     - Date     Condition        Report By
 AC9273  HISTORY     - 1997     MONUMENTED       NGS
 AC9273  HISTORY     - 19970513 GOOD             NGS
 AC9273  HISTORY     - 20210511 GOOD             OKDOT
 AC9273  HISTORY     - 20220801 GOOD             OKDOT
 AC9273
 AC9273                          STATION DESCRIPTION
 AC9273
 AC9273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9273'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION
 AC9273'OF INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , THENCE 3.0 KM (1.85
 AC9273'MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.5 KM (0.30 MI) NORTHERLY
 AC9273'ALONG A GRAVELED ROAD, 11.9 M (39.0 FT) WEST OF THE ROAD CENTER, 10.6
 AC9273'M (34.8 FT) NORTH OF THE CENTER OF A DRIVEWAY, 2.4 M (7.9 FT)
 AC9273'NORTHWEST OF A FENCE CORNER, 1.8 M (5.9 FT) WEST OF A WITNESS POST AND
 AC9273'FENCE, 0.7 M (2.3 FT) NORTH OF A FENCE, AND 1.0 M (3.3 FT) ABOVE THE
 AC9273'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC9273'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC9273'FOR A CLASS A MARK.
 AC9273
 AC9273                          STATION RECOVERY (1997)
 AC9273
 AC9273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9273'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION, ALL
 AC9273'DISTANCES AND DIRECTIONS CHECKED.
 AC9273
 AC9273                          STATION RECOVERY (2021)
 AC9273
 AC9273'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 AC9273'RECOVERED IN GOOD CONDITION.
 AC9273
 AC9273                          STATION RECOVERY (2022)
 AC9273
 AC9273'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 AC9273'MARK NEEDS A FEW TREES CUT TO BE SUITABLE FOR OBSERVATIONS.  RECOVERED
 AC9273'BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9274 ***********************************************************************
 AC9274  DESIGNATION -  SAL2 B
 AC9274  PID         -  AC9274
 AC9274  STATE/COUNTY-  OK/SEQUOYAH
 AC9274  COUNTRY     -  US
 AC9274  USGS QUAD   -  ROBERT S KERR DAM (2018)
 AC9274
 AC9274                         *CURRENT SURVEY CONTROL
 AC9274  ______________________________________________________________________
 AC9274* NAD 83(2011) POSITION- 35 21 43.38317(N) 094 48 52.05041(W)   ADJUSTED
 AC9274* NAD 83(2011) ELLIP HT-   127.456 (meters)        (06/27/12)   ADJUSTED
 AC9274* NAD 83(2011) EPOCH   -  2010.00
 AC9274* NAVD 88 ORTHO HEIGHT -   157.810 (meters)      517.75  (feet) ADJUSTED
 AC9274  ______________________________________________________________________
 AC9274  GEOID HEIGHT    -        -30.367 (meters)                     GEOID18
 AC9274  NAD 83(2011) X  -   -437,052.441 (meters)                     COMP
 AC9274  NAD 83(2011) Y  - -5,189,014.774 (meters)                     COMP
 AC9274  NAD 83(2011) Z  -  3,670,770.817 (meters)                     COMP
 AC9274  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 AC9274  DYNAMIC HEIGHT  -        157.660 (meters)      517.26  (feet) COMP
 AC9274  MODELED GRAVITY -    979,684.0   (mgal)                       NAVD 88
 AC9274
 AC9274  VERT ORDER      -  FIRST     CLASS II
 AC9274
 AC9274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9274  Standards:
 AC9274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9274  -------------------------------------------------------------------
 AC9274  NETWORK    0.86   3.08           0.39   0.30   1.57     -0.01509630
 AC9274  -------------------------------------------------------------------
 AC9274  Click here for local accuracies and other accuracy information.
 AC9274
 AC9274.This is a reference station for the SALLISAW 1
 AC9274.National Continuously Operating Reference Station (SAL1).
 AC9274
 AC9274.The horizontal coordinates were established by GPS observations
 AC9274.and adjusted by the National Geodetic Survey in June 2012.
 AC9274
 AC9274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9274.been affixed to the stable North American tectonic plate. See 
 AC9274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9274
 AC9274.The horizontal coordinates are valid at the epoch date displayed above
 AC9274.which is a decimal equivalence of Year/Month/Day.
 AC9274
 AC9274.The orthometric height was determined by differential leveling and
 AC9274.adjusted by the NATIONAL GEODETIC SURVEY
 AC9274.in July 2002.
 AC9274
 AC9274.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9274.GEOID18 height accuracy estimate available here.
 AC9274
 AC9274.Click photographs - Photos may exist for this station.
 AC9274
 AC9274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9274
 AC9274.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9274
 AC9274.The ellipsoidal height was determined by GPS observations
 AC9274.and is referenced to NAD 83.
 AC9274
 AC9274.The dynamic height is computed by dividing the NAVD 88
 AC9274.geopotential number by the normal gravity value computed on the
 AC9274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9274.degrees latitude (g = 980.6199 gals.).
 AC9274
 AC9274.The modeled gravity was interpolated from observed gravity values.
 AC9274
 AC9274. The following values were computed from the NAD 83(2011) position.
 AC9274
 AC9274;                    North         East     Units Scale Factor Converg.
 AC9274;SPC OK N     -    44,920.553   889,476.186   MT  1.00004344   +1 52 47.8
 AC9274;SPC OK N     -   147,376.85  2,918,223.12   sFT  1.00004344   +1 52 47.8
 AC9274;UTM  15      - 3,914,705.283   335,151.090   MT  0.99993490   -1 03 01.2
 AC9274
 AC9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9274!SPC OK N     -   0.99997999  x   1.00004344  =   1.00002343
 AC9274!UTM  15      -   0.99997999  x   0.99993490  =   0.99991490
 AC9274
 AC9274:                Primary Azimuth Mark                     Grid Az
 AC9274:SPC OK N     -  SALLISAW 1 CORS L1 PHASE CENTER          338 58 52.8
 AC9274:UTM  15      -  SALLISAW 1 CORS L1 PHASE CENTER          341 54 41.8
 AC9274
 AC9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3515114705(NAD 83)
 AC9274
 AC9274|---------------------------------------------------------------------|
 AC9274| PID    Reference Object                     Distance      Geod. Az  |
 AC9274|                                                           dddmmss.s |
 AC9274| AB7144 SALLISAW 1 CORS L1 PHASE CENTER     APPROX. 0.6 KM 3405140.6 |
 AC9274|---------------------------------------------------------------------|
 AC9274
 AC9274                          SUPERSEDED SURVEY CONTROL
 AC9274
 AC9274  NAD 83(2007)-  35 21 43.38254(N)    094 48 52.05071(W) AD(2002.00) 0
 AC9274  ELLIP H (02/10/07)  127.462  (m)                       GP(2002.00)    
 AC9274  ELLIP H (02/05/01)  127.453  (m)                       GP(       ) 2 2
 AC9274  NAD 83(1993)-  35 21 43.38297(N)    094 48 52.05091(W) AD(       ) B
 AC9274  ELLIP H (11/05/97)  127.484  (m)                       GP(       ) 4 2
 AC9274  NAVD 88             157.81   (m)          517.7    (f) LEVELING    3  
 AC9274
 AC9274.Superseded values are not recommended for survey control.
 AC9274
 AC9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9274.See file dsdata.pdf to determine how the superseded data were derived.
 AC9274
 AC9274_MARKER: I = METAL ROD
 AC9274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9274+WITH SETTING: INFORMATION.
 AC9274_STAMPING: SAL2 B 1997
 AC9274_MARK LOGO: NGS
 AC9274_PROJECTION: FLUSH
 AC9274_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9274+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1997
 AC9274_ROD/PIPE-DEPTH: 2.2 meters
 AC9274
 AC9274  HISTORY     - Date     Condition        Report By
 AC9274  HISTORY     - 1997     MONUMENTED       NGS
 AC9274  HISTORY     - 19970513 GOOD             NGS
 AC9274
 AC9274                          STATION DESCRIPTION
 AC9274
 AC9274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9274'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S.  HIGHWAY 59 FROM THE JUNCTION
 AC9274'OF INTERSTATE HIGHWAY 40 IN SALLISAW (EXIT 308) , THENCE 3.0 KM (1.85
 AC9274'MI) WESTERLY ALONG A PAVED ROAD, 20.5 M (67.3 FT) WEST OF THE CENTER
 AC9274'OF A GRAVELED ROAD, 19.7 M (64.6 FT) EAST OF A UTILITY POLE WITH A GUY
 AC9274'CABLE, 18.1 M (59.4 FT) NORTH OF THE ROAD CENTER, 1.O M ABOVE THE
 AC9274'LEVEL OF THE ROAD, 0.4 M (1.3 FT) EAST OF THE NORTHEAST CORNER OF A
 AC9274'FOOTING FOR A SIGN (APPLEGATE COVE) , AND 0.3 M (1.0 FT) EAST OF A
 AC9274'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC9274'LOGO CAP.  SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS
 AC9274'FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO AND ANCHORED.
 AC9274
 AC9274                          STATION RECOVERY (1997)
 AC9274
 AC9274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9274'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION, ALL
 AC9274'DISTANCES AND DIRECTIONS CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0780 ***********************************************************************
 GG0780  DESIGNATION -  SALINA
 GG0780  PID         -  GG0780
 GG0780  STATE/COUNTY-  OK/MAYES
 GG0780  COUNTRY     -  US
 GG0780  USGS QUAD   -  ROSE (2019)
 GG0780
 GG0780                         *CURRENT SURVEY CONTROL
 GG0780  ______________________________________________________________________
 GG0780* NAD 83(1993) POSITION- 36 10 03.29663(N) 095 01 37.25572(W)   ADJUSTED
 GG0780* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 GG0780  ______________________________________________________________________
 GG0780  GEOID HEIGHT    -        -28.850 (meters)                     GEOID18
 GG0780  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 GG0780  HORZ ORDER      -  FIRST
 GG0780
 GG0780.The horizontal coordinates were established by classical geodetic methods
 GG0780.and adjusted by the National Geodetic Survey in November 1994.
 GG0780
 GG0780.The orthometric height was scaled from a topographic map.
 GG0780
 GG0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0780.GEOID18 height accuracy estimate available here.
 GG0780
 GG0780.Click photographs - Photos may exist for this station.
 GG0780
 GG0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0780
 GG0780. The following values were computed from the NAD 83(1993) position.
 GG0780
 GG0780;                    North         East     Units Scale Factor Converg.
 GG0780;SPC OK N     -   133,641.541   867,430.572   MT  0.99994541   +1 45 16.2
 GG0780;SPC OK N     -   438,455.62  2,845,895.13   sFT  0.99994541   +1 45 16.2
 GG0780;UTM  15      - 4,004,439.724   317,685.572   MT  1.00000956   -1 11 47.7
 GG0780
 GG0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0780!SPC OK N     -   0.99994471  x   0.99994541  =   0.99989012
 GG0780!UTM  15      -   0.99994471  x   1.00000956  =   0.99995427
 GG0780
 GG0780:                Primary Azimuth Mark                     Grid Az
 GG0780:SPC OK N     -  WILSON                                   343 09 16.1
 GG0780:UTM  15      -  WILSON                                   346 06 20.0
 GG0780
 GG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1768504439(NAD 83)
 GG0780
 GG0780|---------------------------------------------------------------------|
 GG0780| PID    Reference Object                     Distance      Geod. Az  |
 GG0780|                                                           dddmmss.s |
 GG0780| CI2262 SALINA RM 1                          19.763 METERS 05839     |
 GG0780| CI2261 SALINA AZ MK                                       2135915.9 |
 GG0780| CI2263 SALINA RM 2                          27.554 METERS 32130     |
 GG0780| GG0781 WILSON                              APPROX. 8.5 KM 3445432.3 |
 GG0780|---------------------------------------------------------------------|
 GG0780
 GG0780                          SUPERSEDED SURVEY CONTROL
 GG0780
 GG0780  NAD 83(1986)-  36 10 03.31087(N)    095 01 37.24600(W) AD(       ) 1
 GG0780  NAD 27      -  36 10 02.98600(N)    095 01 36.39300(W) AD(       ) 1
 GG0780
 GG0780.Superseded values are not recommended for survey control.
 GG0780
 GG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0780.See file dsdata.pdf to determine how the superseded data were derived.
 GG0780
 GG0780_MARKER: DS = TRIANGULATION STATION DISK
 GG0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0780_STAMPING: SALINA USGS 1939
 GG0780_MARK LOGO: CGS
 GG0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0780+STABILITY: SURFACE MOTION
 GG0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0780+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GG0780
 GG0780  HISTORY     - Date     Condition        Report By
 GG0780  HISTORY     - 1939     MONUMENTED       CGS
 GG0780  HISTORY     - 1960     GOOD             CGS
 GG0780  HISTORY     - 1970     GOOD             OKDH
 GG0780  HISTORY     - 1971     GOOD             NGS
 GG0780  HISTORY     - 20051008 GOOD             INDIV
 GG0780
 GG0780                          STATION DESCRIPTION
 GG0780
 GG0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0780'ABOUT 4 MILES AIR LINE SOUTH OF ROSE AND 8.5 MILES EAST-SOUTHEAST OF
 GG0780'LOCUST GROVE, IN THE SOUTHWEST QUARTER OF SEC. 36, T20N, R21E, ON THE
 GG0780'HIGHEST PART OF A TIMBER-COVERED RIDGE, 18 FEET WEST OF AN OLD ROAD
 GG0780'THAT CROSSES RIDGE.  THE OLD USGS MARK HAD BEEN DISTURBED AND THE
 GG0780'COPPER PLUG REMOVED.  THE STATION WAS REMARKED AND STAMPED SALINA,
 GG0780'U.S.G.S., 1939.
 GG0780'
 GG0780'TO REACH FROM ROSE, A SMALL VILLAGE ON STATE HIGHWAY 33, GO SOUTH ON A
 GG0780'GRAVEL ROAD 3.0 MILES TO A FORK, THENCE CONTINUE STRAIGHT AHEAD ON
 GG0780'UNIMPROVED ROAD 0.35 MILE TO A DIM FORK, THENCE LEFT FORK, SOUTH, UP
 GG0780'HILL, 0.3 MILE TO TOP OF RIDGE AND STATION.
 GG0780'
 GG0780'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0780'DISKS IN CONCRETE.
 GG0780'
 GG0780'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION ON THE NORTH
 GG0780'EDGE OF A RIDGE.
 GG0780'
 GG0780'TO REACH FROM THE STATION GO EAST ABOUT 0.5 MILE AND TURN RIGHT ON DIM
 GG0780'TRAIL AND GO 0.2 MILE, AZIMUTH IS ON THE RIGHT OF THIS TRAIL.
 GG0780'
 GG0780'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 GG0780
 GG0780                          STATION RECOVERY (1960)
 GG0780
 GG0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0780'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS FOUND
 GG0780'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED BUT IT IS
 GG0780'PROBABLY STILL IN PLACE.  IT WOULD BE DIFFICULT TO FIND AT THIS TIME
 GG0780'OF YEAR DUE TO THE EXTREMELY HEAVY COVER OF LEAVES.
 GG0780'
 GG0780'THE STATION MARK IS ABOUT 25 YARDS NORTHWEST OF THE NORTHWEST CORNER
 GG0780'OF A LOOKOUT TOWER THAT HAS BEEN ERECTED NEAR THE STATION AND IS ABOUT
 GG0780'20 FEET WEST OF THE CENTERLINE OF ROAD LEADING TO TOWER.
 GG0780'
 GG0780'TO REACH FROM ROSE, FROM CROSSROADS AT EAST EDGE OF THE VILLAGE, GO
 GG0780'SOUTH ON GRAVEL ROAD FOR 3.0 MILES TO FORKS, CONTINUE SOUTH ON THE
 GG0780'RIGHT FORK AND CONTINUE SOUTH AND SOUTHEAST FOR 0.8 MILE TO LOOKOUT
 GG0780'TOWER AND STATION.
 GG0780'
 GG0780'TO REACH THE AZIMUTH MARK GO SOUTH THROUGH A BOARD GATE, TO SOUTHWEST
 GG0780'OF TOWER, AND GO ALONG TOP OF RIDGE ON WOODS ROAD FOR ABOUT 0.4 MILE
 GG0780'TO FORKS, LEAVE ROAD AND FOLLOW A VERY DIM TRAIL FOR ABOUT 0.2 MILE
 GG0780'AND SITE OF MARK.
 GG0780
 GG0780                          STATION RECOVERY (1970)
 GG0780
 GG0780'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (JWH)
 GG0780'SALINA USGS 1939 RECOVERED IN GOOD CONDITION.
 GG0780'
 GG0780'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS FOUND
 GG0780'IN GOOD CONDITION.  DESCRIPTION ADEQUATE FOR LOCATING.
 GG0780
 GG0780                          STATION RECOVERY (1971)
 GG0780
 GG0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GG0780'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 GG0780'RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION THE ALL MARKS WERE
 GG0780'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 GG0780'FOUND.  CONSIDERABLE AMOUNT OF TIME WAS SPENT SEARCHING ALONG THE
 GG0780'NORTH SIDE OF THE RIDGE AT THE SITE OF THE MARK, BUT IT WAS DIFFICULT
 GG0780'TO TELL JUST WHERE THE MARK WAS.  SINCE THE SITE OF THE MARK IS IN
 GG0780'TIMBER THE MARK SHOULD STILL BE IN PLACE.  CLEARING IS REQUIRED TO SEE
 GG0780'THE AZIMUTH MARK FROM THE STATION IF THE MARK IS STILL IN PLACE.  NO
 GG0780'OBJECTS VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.
 GG0780'THE 1961 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.  TRIANGULATION
 GG0780'STATE WILSON 1939 WOULD BE VISIBLE WITH CLEARING OR ABOUT A 20 FOOT
 GG0780'STAND.  THE DISTANCE TO THE REFERENCE MARKS SHOWN IN THE 1939 BOX
 GG0780'SCORE ARE IN FEET INSTEAD OF METERS.  THE 1961 TO REACH WAS FOUND
 GG0780'
 GG0780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 GG0780'OF ROSE.  ADEQUATE.
 GG0780
 GG0780                          STATION RECOVERY (2005)
 GG0780
 GG0780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BLK)
 GG0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9565 ***********************************************************************
 AF9565  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9565  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9565  DESIGNATION -  SALLISAW 1 CORS ARP
 AF9565  CORS_ID     -  SAL1
 AF9565  PID         -  AF9565
 AF9565  STATE/COUNTY-  OK/SEQUOYAH
 AF9565  COUNTRY     -  US
 AF9565  USGS QUAD   -  ROBERT S KERR DAM (2018)
 AF9565
 AF9565                         *CURRENT SURVEY CONTROL
 AF9565  ______________________________________________________________________
 AF9565* NAD 83(2011) POSITION- 35 22 01.45967(N) 094 48 59.70917(W)   ADJUSTED
 AF9565* NAD 83(2011) ELLIP HT-   130.708 (meters)        (04/??/25)   ADJUSTED
 AF9565* NAD 83(2011) EPOCH   -  2010.00
 AF9565* NAVD 88 ORTHO HEIGHT -   161.04  (meters)      528.3   (feet) GPS OBS
 AF9565  ______________________________________________________________________
 AF9565  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9565  GEOID HEIGHT    -        -30.347 (meters)                     GEOID18
 AF9565  NAD 83(2011) X  -   -437,218.261 (meters)                     COMP
 AF9565  NAD 83(2011) Y  - -5,188,679.884 (meters)                     COMP
 AF9565  NAD 83(2011) Z  -  3,671,227.010 (meters)                     COMP
 AF9565
 AF9565  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9565  Standards:
 AF9565         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9565            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9565  -------------------------------------------------------------------
 AF9565  NETWORK    0.24   0.61           0.11   0.07   0.31     -0.18013800
 AF9565  -------------------------------------------------------------------
 AF9565
 AF9565.The coordinates were established by GPS observations
 AF9565.and adjusted by the National Geodetic Survey in April 2025.
 AF9565
 AF9565.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9565.been affixed to the stable North American Tectonic Plate. 
 AF9565
 AF9565.The coordinates are valid at the epoch date displayed above
 AF9565.which is a decimal equivalence of Year/Month/Day.
 AF9565
 AF9565.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9565.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9565.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9565.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9565.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9565.published epoch of 2010.00.
 AF9565
 AF9565.Additional information on MYCS is available at:
 AF9565.https://geodesy.noaa.gov/CORS/index.shtml
 AF9565
 AF9565.The orthometric height was determined by GPS observations and a
 AF9565.high-resolution geoid model using precise GPS observation and
 AF9565.processing techniques.
 AF9565
 AF9565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9565.GEOID18 height accuracy estimate available here.
 AF9565
 AF9565.The PID for the CORS L1 Phase Center is AJ7898.
 AF9565
 AF9565.Click photographs - Photos may exist for this station.
 AF9565
 AF9565.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9565
 AF9565.The ellipsoidal height was determined by GPS observations
 AF9565.and is referenced to NAD 83.
 AF9565
 AF9565. The following values were computed from the NAD 83(2011) position.
 AF9565
 AF9565;                    North         East     Units Scale Factor Converg.
 AF9565;SPC OK N     -    45,471.030   889,264.668   MT  1.00004222   +1 52 43.3
 AF9565;SPC OK N     -   149,182.87  2,917,529.16   sFT  1.00004222   +1 52 43.3
 AF9565;UTM  15      - 3,915,265.793   334,968.009   MT  0.99993565   -1 03 06.1
 AF9565
 AF9565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9565!SPC OK N     -   0.99997948  x   1.00004222  =   1.00002170
 AF9565!UTM  15      -   0.99997948  x   0.99993565  =   0.99991514
 AF9565
 AF9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3496815265(NAD 83)
 AF9565
 AF9565                          SUPERSEDED SURVEY CONTROL
 AF9565
 AF9565  NAD 83(2011)-  35 22 01.45995(N)    094 48 59.70946(W) AD(2010.00) c
 AF9565  ELLIP H (06/??/19)  130.703  (m)                       GP(2010.00) c c
 AF9565  NAD 83(2011)-  35 22 01.46016(N)    094 48 59.70905(W) AD(2010.00) c
 AF9565  NAD 83(2011)-  35 22 01.45995(N)    094 48 59.70946(W) AD(2010.00) c
 AF9565  ELLIP H (08/??/11)  130.700  (m)                       GP(2010.00) c c
 AF9565  NAD 83(2007)-  35 22 01.46002(N)    094 48 59.70966(W) AD(2002.00) c
 AF9565  NAD 83(CORS)-  35 22 01.46002(N)    094 48 59.70966(W) AD(2002.00) c
 AF9565  ELLIP H (03/??/02)  130.717  (m)                       GP(2002.00) c c
 AF9565  NAD 83(CORS)-  35 22 01.46051(N)    094 48 59.71036(W) AD(1997.00) c
 AF9565  ELLIP H (07/??/98)  130.701  (m)                       GP(1997.00) c c
 AF9565  NAD 83(CORS)-  35 22 01.46043(N)    094 48 59.70990(W) AD(1996.00) c
 AF9565  ELLIP H (09/??/96)  130.735  (m)                       GP(1996.00) c c
 AF9565
 AF9565.Superseded values are not recommended for survey control.
 AF9565
 AF9565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9565.See file dsdata.pdf to determine how the superseded data were derived.
 AF9565
 AF9565_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9565
 AF9565                          STATION DESCRIPTION
 AF9565
 AF9565'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9565'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9565'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9565'AND LOG FILES ACCESSIBLE AT:
 AF9565'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9620 ***********************************************************************
 AF9620  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9620  DESIGNATION -  SALLISAW 2 CORS ARP
 AF9620  CORS_ID     -  SAL2
 AF9620  PID         -  AF9620
 AF9620  STATE/COUNTY-  OK/SEQUOYAH
 AF9620  COUNTRY     -  US
 AF9620  USGS QUAD   -  ROBERT S KERR DAM (2018)
 AF9620
 AF9620                         *CURRENT SURVEY CONTROL
 AF9620  ______________________________________________________________________
 AF9620* NAD 83(2011) POSITION- 35 22 02.19105(N) 094 48 58.79811(W)   ADJUSTED
 AF9620* NAD 83(2011) ELLIP HT-   130.841 (meters)        (06/??/19)   ADJUSTED
 AF9620* NAD 83(2011) EPOCH   -  2010.00
 AF9620  ______________________________________________________________________
 AF9620  GEOID HEIGHT    -        -30.346 (meters)                     GEOID18
 AF9620  NAD 83(2011) X  -   -437,194.257 (meters)                     COMP
 AF9620  NAD 83(2011) Y  - -5,188,668.923 (meters)                     COMP
 AF9620  NAD 83(2011) Z  -  3,671,245.468 (meters)                     COMP
 AF9620
 AF9620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9620  Standards:
 AF9620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9620  -------------------------------------------------------------------
 AF9620  NETWORK    0.13   0.47           0.06   0.04   0.24     -0.02290000
 AF9620  -------------------------------------------------------------------
 AF9620
 AF9620.The coordinates were established by GPS observations
 AF9620.and adjusted by the National Geodetic Survey in June 2019.
 AF9620
 AF9620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9620.been affixed to the stable North American Tectonic Plate. 
 AF9620
 AF9620.The coordinates are valid at the epoch date displayed above
 AF9620.which is a decimal equivalence of Year/Month/Day.
 AF9620
 AF9620.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9620.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9620.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9620.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9620.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9620.published epoch of 2010.00.
 AF9620
 AF9620.Additional information on MYCS is available at:
 AF9620.https://geodesy.noaa.gov/CORS/index.shtml
 AF9620
 AF9620.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9620.GEOID18 height accuracy estimate available here.
 AF9620
 AF9620.The PID for the CORS L1 Phase Center is CQ6005.
 AF9620
 AF9620.Click photographs - Photos may exist for this station.
 AF9620
 AF9620.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9620
 AF9620.The ellipsoidal height was determined by GPS observations
 AF9620.and is referenced to NAD 83.
 AF9620
 AF9620. The following values were computed from the NAD 83(2011) position.
 AF9620
 AF9620;                    North         East     Units Scale Factor Converg.
 AF9620;SPC OK N     -    45,494.313   889,286.916   MT  1.00004217   +1 52 43.8
 AF9620;SPC OK N     -   149,259.26  2,917,602.16   sFT  1.00004217   +1 52 43.8
 AF9620;UTM  15      - 3,915,287.906   334,991.416   MT  0.99993555   -1 03 05.6
 AF9620
 AF9620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9620!SPC OK N     -   0.99997946  x   1.00004217  =   1.00002163
 AF9620!UTM  15      -   0.99997946  x   0.99993555  =   0.99991501
 AF9620
 AF9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3499115287(NAD 83)
 AF9620
 AF9620                          SUPERSEDED SURVEY CONTROL
 AF9620
 AF9620  NAD 83(2011)-  35 22 02.19113(N)    094 48 58.79798(W) AD(2010.00) c
 AF9620  ELLIP H (08/??/11)  130.831  (m)                       GP(2010.00) c c
 AF9620  NAD 83(CORS)-  35 22 02.19105(N)    094 48 58.79897(W) AD(2002.00) c
 AF9620  ELLIP H (05/??/02)  130.826  (m)                       GP(2002.00) c c
 AF9620  NAD 83(CORS)-  35 22 02.19009(N)    094 48 58.79831(W) AD(2002.00) c
 AF9620  ELLIP H (03/??/02)  130.849  (m)                       GP(2002.00) c c
 AF9620  NAD 83(CORS)-  35 22 02.19077(N)    094 48 58.79983(W) AD(1997.00) c
 AF9620  ELLIP H (07/??/98)  130.849  (m)                       GP(1997.00) c c
 AF9620  NAD 83(CORS)-  35 22 02.19069(N)    094 48 58.79937(W) AD(1996.00) c
 AF9620  ELLIP H (02/??/97)  130.883  (m)                       GP(1996.00) c c
 AF9620
 AF9620.Superseded values are not recommended for survey control.
 AF9620
 AF9620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9620.See file dsdata.pdf to determine how the superseded data were derived.
 AF9620
 AF9620_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9620
 AF9620                          STATION DESCRIPTION
 AF9620
 AF9620'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9620'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9620'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9620'AND LOG FILES ACCESSIBLE AT:
 AF9620'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DI8420 ***********************************************************************
 DI8420  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI8420  DESIGNATION -  SALLISAW 5 CORS ARP
 DI8420  CORS_ID     -  SAL5
 DI8420  PID         -  DI8420
 DI8420  STATE/COUNTY-  OK/SEQUOYAH
 DI8420  COUNTRY     -  US
 DI8420  USGS QUAD   -  ROBERT S KERR DAM (2018)
 DI8420
 DI8420                         *CURRENT SURVEY CONTROL
 DI8420  ______________________________________________________________________
 DI8420* NAD 83(2011) POSITION- 35 22 01.46009(N) 094 48 59.70902(W)   ADJUSTED
 DI8420* NAD 83(2011) ELLIP HT-   130.874 (meters)        (04/??/25)   ADJUSTED
 DI8420* NAD 83(2011) EPOCH   -  2010.00
 DI8420  ______________________________________________________________________
 DI8420  GEOID HEIGHT    -        -30.347 (meters)                     GEOID18
 DI8420  NAD 83(2011) X  -   -437,218.268 (meters)                     COMP
 DI8420  NAD 83(2011) Y  - -5,188,680.012 (meters)                     COMP
 DI8420  NAD 83(2011) Z  -  3,671,227.117 (meters)                     COMP
 DI8420
 DI8420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI8420  Standards:
 DI8420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI8420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI8420  -------------------------------------------------------------------
 DI8420  NETWORK    0.13   0.20           0.05   0.06   0.10     -0.31126700
 DI8420  -------------------------------------------------------------------
 DI8420
 DI8420.The coordinates were established by GPS observations
 DI8420.and adjusted by the National Geodetic Survey in April 2025.
 DI8420
 DI8420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI8420.been affixed to the stable North American Tectonic Plate. 
 DI8420
 DI8420.The coordinates are valid at the epoch date displayed above
 DI8420.which is a decimal equivalence of Year/Month/Day.
 DI8420
 DI8420.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI8420.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI8420.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI8420.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI8420.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI8420.published epoch of 2010.00.
 DI8420
 DI8420.Additional information on MYCS is available at:
 DI8420.https://geodesy.noaa.gov/CORS/index.shtml
 DI8420
 DI8420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8420.GEOID18 height accuracy estimate available here.
 DI8420
 DI8420.The PID for the CORS L1 Phase Center is DI8421.
 DI8420
 DI8420.Click photographs - Photos may exist for this station.
 DI8420
 DI8420.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI8420
 DI8420.The ellipsoidal height was determined by GPS observations
 DI8420.and is referenced to NAD 83.
 DI8420
 DI8420. The following values were computed from the NAD 83(2011) position.
 DI8420
 DI8420;                    North         East     Units Scale Factor Converg.
 DI8420;SPC OK N     -    45,471.043   889,264.671   MT  1.00004222   +1 52 43.3
 DI8420;SPC OK N     -   149,182.91  2,917,529.17   sFT  1.00004222   +1 52 43.3
 DI8420;UTM  15      - 3,915,265.806   334,968.013   MT  0.99993565   -1 03 06.1
 DI8420
 DI8420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI8420!SPC OK N     -   0.99997946  x   1.00004222  =   1.00002168
 DI8420!UTM  15      -   0.99997946  x   0.99993565  =   0.99991511
 DI8420
 DI8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3496815265(NAD 83)
 DI8420
 DI8420                          SUPERSEDED SURVEY CONTROL
 DI8420
 DI8420  NAD 83(2011)-  35 22 01.46029(N)    094 48 59.70904(W) AD(2010.00) c
 DI8420  ELLIP H (06/??/19)  130.867  (m)                       GP(2010.00) c c
 DI8420  NAD 83(2011)-  35 22 01.46045(N)    094 48 59.70899(W) AD(2010.00) c
 DI8420  NAD 83(2011)-  35 22 01.46024(N)    094 48 59.70906(W) AD(2010.00) c
 DI8420  ELLIP H (08/??/11)  130.873  (m)                       GP(2010.00) c c
 DI8420  NAD 83(CORS)-  35 22 01.46077(N)    094 48 59.70988(W) AD(2002.00) c
 DI8420  ELLIP H (07/??/07)  130.864  (m)                       GP(2002.00) c c
 DI8420
 DI8420.Superseded values are not recommended for survey control.
 DI8420
 DI8420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8420.See file dsdata.pdf to determine how the superseded data were derived.
 DI8420
 DI8420_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI8420
 DI8420                          STATION DESCRIPTION
 DI8420
 DI8420'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI8420'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI8420'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI8420'AND LOG FILES ACCESSIBLE AT:
 DI8420'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DI8422 ***********************************************************************
 DI8422  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI8422  DESIGNATION -  SALLISAW 6 CORS ARP
 DI8422  CORS_ID     -  SAL6
 DI8422  PID         -  DI8422
 DI8422  STATE/COUNTY-  OK/SEQUOYAH
 DI8422  COUNTRY     -  US
 DI8422  USGS QUAD   -  ROBERT S KERR DAM (2018)
 DI8422
 DI8422                         *CURRENT SURVEY CONTROL
 DI8422  ______________________________________________________________________
 DI8422* NAD 83(2011) POSITION- 35 22 02.19124(N) 094 48 58.79789(W)   ADJUSTED
 DI8422* NAD 83(2011) ELLIP HT-   131.009 (meters)        (04/??/25)   ADJUSTED
 DI8422* NAD 83(2011) EPOCH   -  2010.00
 DI8422  ______________________________________________________________________
 DI8422  GEOID HEIGHT    -        -30.346 (meters)                     GEOID18
 DI8422  NAD 83(2011) X  -   -437,194.263 (meters)                     COMP
 DI8422  NAD 83(2011) Y  - -5,188,669.056 (meters)                     COMP
 DI8422  NAD 83(2011) Z  -  3,671,245.570 (meters)                     COMP
 DI8422
 DI8422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI8422  Standards:
 DI8422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI8422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI8422  -------------------------------------------------------------------
 DI8422  NETWORK    0.22   0.35           0.10   0.08   0.18     -0.29872700
 DI8422  -------------------------------------------------------------------
 DI8422
 DI8422.The coordinates were established by GPS observations
 DI8422.and adjusted by the National Geodetic Survey in April 2025.
 DI8422
 DI8422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI8422.been affixed to the stable North American Tectonic Plate. 
 DI8422
 DI8422.The coordinates are valid at the epoch date displayed above
 DI8422.which is a decimal equivalence of Year/Month/Day.
 DI8422
 DI8422.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI8422.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI8422.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI8422.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI8422.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI8422.published epoch of 2010.00.
 DI8422
 DI8422.Additional information on MYCS is available at:
 DI8422.https://geodesy.noaa.gov/CORS/index.shtml
 DI8422
 DI8422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8422.GEOID18 height accuracy estimate available here.
 DI8422
 DI8422.The PID for the CORS L1 Phase Center is DI8423.
 DI8422
 DI8422.Click photographs - Photos may exist for this station.
 DI8422
 DI8422.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI8422
 DI8422.The ellipsoidal height was determined by GPS observations
 DI8422.and is referenced to NAD 83.
 DI8422
 DI8422. The following values were computed from the NAD 83(2011) position.
 DI8422
 DI8422;                    North         East     Units Scale Factor Converg.
 DI8422;SPC OK N     -    45,494.319   889,286.921   MT  1.00004217   +1 52 43.8
 DI8422;SPC OK N     -   149,259.28  2,917,602.17   sFT  1.00004217   +1 52 43.8
 DI8422;UTM  15      - 3,915,287.912   334,991.422   MT  0.99993555   -1 03 05.6
 DI8422
 DI8422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI8422!SPC OK N     -   0.99997944  x   1.00004217  =   1.00002161
 DI8422!UTM  15      -   0.99997944  x   0.99993555  =   0.99991499
 DI8422
 DI8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3499115287(NAD 83)
 DI8422
 DI8422                          SUPERSEDED SURVEY CONTROL
 DI8422
 DI8422  NAD 83(2011)-  35 22 02.19135(N)    094 48 58.79802(W) AD(2010.00) c
 DI8422  ELLIP H (06/??/19)  131.008  (m)                       GP(2010.00) c c
 DI8422  NAD 83(2011)-  35 22 02.19135(N)    094 48 58.79796(W) AD(2010.00) c
 DI8422  ELLIP H (08/??/11)  131.011  (m)                       GP(2010.00) c c
 DI8422  NAD 83(CORS)-  35 22 02.19173(N)    094 48 58.79891(W) AD(2002.00) c
 DI8422  ELLIP H (07/??/07)  131.001  (m)                       GP(2002.00) c c
 DI8422
 DI8422.Superseded values are not recommended for survey control.
 DI8422
 DI8422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8422.See file dsdata.pdf to determine how the superseded data were derived.
 DI8422
 DI8422_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI8422
 DI8422                          STATION DESCRIPTION
 DI8422
 DI8422'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI8422'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI8422'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI8422'AND LOG FILES ACCESSIBLE AT:
 DI8422'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0583 ***********************************************************************
 EM0583  DESIGNATION -  SALLY
 EM0583  PID         -  EM0583
 EM0583  STATE/COUNTY-  OK/COMANCHE
 EM0583  COUNTRY     -  US
 EM0583  USGS QUAD   -  FLETCHER (2018)
 EM0583
 EM0583                         *CURRENT SURVEY CONTROL
 EM0583  ______________________________________________________________________
 EM0583* NAD 83(1993) POSITION- 34 45 01.49719(N) 098 10 37.41265(W)   ADJUSTED
 EM0583* NAVD 88 ORTHO HEIGHT -   380.1   (meters)     1247.    (feet) VERTCON3
 EM0583  ______________________________________________________________________
 EM0583  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 EM0583  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 EM0583  HORZ ORDER      -  THIRD
 EM0583
 EM0583.The horizontal coordinates were established by classical geodetic methods
 EM0583.and adjusted by the National Geodetic Survey in November 1994.
 EM0583
 EM0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0583
 EM0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0583.GEOID18 height accuracy estimate available here.
 EM0583
 EM0583.Click photographs - Photos may exist for this station.
 EM0583
 EM0583.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0583
 EM0583. The following values were computed from the NAD 83(1993) position.
 EM0583
 EM0583;                    North         East     Units Scale Factor Converg.
 EM0583;SPC OK S     -   157,202.385   583,788.656   MT  0.99994013   -0 06 01.8
 EM0583;SPC OK S     -   515,754.82  1,915,313.28   sFT  0.99994013   -0 06 01.8
 EM0583;UTM  14      - 3,845,674.050   575,322.940   MT  0.99966993   +0 28 08.8
 EM0583
 EM0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0583!SPC OK S     -   0.99994446  x   0.99994013  =   0.99988459
 EM0583!UTM  14      -   0.99994446  x   0.99966993  =   0.99961441
 EM0583
 EM0583:                Primary Azimuth Mark                     Grid Az
 EM0583:SPC OK S     -  BURNS                                    123 37 23.5
 EM0583:UTM  14      -  BURNS                                    123 03 12.9
 EM0583
 EM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7532245674(NAD 83)
 EM0583
 EM0583|---------------------------------------------------------------------|
 EM0583| PID    Reference Object                     Distance      Geod. Az  |
 EM0583|                                                           dddmmss.s |
 EM0583| CX8138 SALLY RM 1                           22.790 METERS 00821     |
 EM0583| EM0593 BURNS                               APPROX. 9.1 KM 1233121.7 |
 EM0583| CX8139 SALLY RM 2                           22.339 METERS 27431     |
 EM0583|---------------------------------------------------------------------|
 EM0583
 EM0583                          SUPERSEDED SURVEY CONTROL
 EM0583
 EM0583  NAD 83(1986)-  34 45 01.50209(N)    098 10 37.39694(W) AD(       ) 3
 EM0583  NAD 27      -  34 45 01.24764(N)    098 10 36.22515(W) AD(       ) 3
 EM0583  NGVD 29 (07/19/86)  380.0    (m)         1247.     (f) VERT ANG       
 EM0583
 EM0583.Superseded values are not recommended for survey control.
 EM0583
 EM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0583.See file dsdata.pdf to determine how the superseded data were derived.
 EM0583
 EM0583_MARKER: DS = TRIANGULATION STATION DISK
 EM0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0583_STAMPING: SALLY 1970
 EM0583_MARK LOGO: CGS
 EM0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0583+STABILITY: SURFACE MOTION
 EM0583
 EM0583  HISTORY     - Date     Condition        Report By
 EM0583  HISTORY     - 1970     MONUMENTED       NGS
 EM0583
 EM0583                          STATION DESCRIPTION
 EM0583
 EM0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (SCM)
 EM0583'STATION IS LOCATED ABOUT .3 MILE WEST OF THE TOWN OF STERLING,
 EM0583'25.7 METERS NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 EM0583'17 AND 65, ABOUT 5 METERS WEST OF THE CORNER POST OF A FENCED
 EM0583'STOCK LOT, AND .5 METER SOUTH OF THE EAST-WEST FENCE LINE.
 EM0583'
 EM0583'TO REACH FROM POST OFFICE IN STERLING PROCEED WEST ON STATE
 EM0583'HIGHWAY 17 FOR .3 MILE TO THE INTERSECTION OF STATE HIGHWAYS
 EM0583'17 AND 65.  STATION IS LOCATED 25.7 METERS NORTHWEST OF THE
 EM0583'CENTER OF THE INTERSECTION.
 EM0583'
 EM0583'STATION MARK IS STANDARD DISK STAMPED SALLY 1970.  MONUMENT
 EM0583'PROJECTS 4 INCHES ABOVE THE GROUND.
 EM0583'
 EM0583'REFERENCE MARK 1, A STANDARD DISK STAMPED SALLY NO 1 1970, IS
 EM0583'SET IN THE NORTH-SOUTH FENCE LINE AND PROJECTS 4 INCHES ABOVE
 EM0583'THE GROUND.
 EM0583'
 EM0583'REFERENCE MARK 2, A STANDARD DISK STAMPED SALLY NO 2 1970,
 EM0583'IS SET IN THE EAST-WEST FENCE LINE AND PROJECTS 4 INCHES ABOVE
 EM0583'THE GROUND.
 EM0583'
 EM0583'STATION BURNS, STERLING AND FLETCHER MUNICIPLE WATER TANK ARE
 EM0583'VISIBLE AT AN INSTRUMENT HEIGHT OF 1.3 METERS.  THE POINT
 EM0583'OBSERVED ON THE FLETCHER MUN. W. T. WAS THE LIGHT ON THE CENTER
 EM0583'PEAK OF THE TANK.
 EM0583'
 EM0583'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1057 ***********************************************************************
 FJ1057  DESIGNATION -  SALT
 FJ1057  PID         -  FJ1057
 FJ1057  STATE/COUNTY-  OK/GRADY
 FJ1057  COUNTRY     -  US
 FJ1057  USGS QUAD   -  POCASSET (2018)
 FJ1057
 FJ1057                         *CURRENT SURVEY CONTROL
 FJ1057  ______________________________________________________________________
 FJ1057* NAD 83(1993) POSITION- 35 10 14.34396(N) 097 55 01.22789(W)   ADJUSTED
 FJ1057* NAVD 88 ORTHO HEIGHT -   367.9   (meters)     1207.    (feet) VERTCON3
 FJ1057  ______________________________________________________________________
 FJ1057  GEOID HEIGHT    -        -26.720 (meters)                     GEOID18
 FJ1057  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 FJ1057  HORZ ORDER      -  FIRST
 FJ1057
 FJ1057.The horizontal coordinates were established by classical geodetic methods
 FJ1057.and adjusted by the National Geodetic Survey in November 1994.
 FJ1057
 FJ1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1057
 FJ1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1057.GEOID18 height accuracy estimate available here.
 FJ1057
 FJ1057.Click photographs - Photos may exist for this station.
 FJ1057
 FJ1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1057
 FJ1057. The following values were computed from the NAD 83(1993) position.
 FJ1057
 FJ1057;                    North         East     Units Scale Factor Converg.
 FJ1057;SPC OK S     -   203,810.229   607,560.358   MT  0.99998821   +0 02 49.6
 FJ1057;SPC OK S     -   668,667.39  1,993,304.27   sFT  0.99998821   +0 02 49.6
 FJ1057;UTM  14      - 3,892,504.805   598,621.216   MT  0.99971986   +0 37 25.9
 FJ1057
 FJ1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1057!SPC OK S     -   0.99994644  x   0.99998821  =   0.99993465
 FJ1057!UTM  14      -   0.99994644  x   0.99971986  =   0.99966632
 FJ1057
 FJ1057:                Primary Azimuth Mark                     Grid Az
 FJ1057:SPC OK S     -  SALT AZ MK                               183 51 46.0
 FJ1057:UTM  14      -  SALT AZ MK                               183 17 09.7
 FJ1057
 FJ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9862192504(NAD 83)
 FJ1057
 FJ1057|---------------------------------------------------------------------|
 FJ1057| PID    Reference Object                     Distance      Geod. Az  |
 FJ1057|                                                           dddmmss.s |
 FJ1057| CL6201 SALT RM 1                            19.589 METERS 17848     |
 FJ1057| CL6200 SALT AZ MK                                         1835435.6 |
 FJ1057| CL6202 SALT RM 2                            17.070 METERS 26343     |
 FJ1057|---------------------------------------------------------------------|
 FJ1057
 FJ1057                          SUPERSEDED SURVEY CONTROL
 FJ1057
 FJ1057  NAD 83(1986)-  35 10 14.34877(N)    097 55 01.21124(W) AD(       ) 1
 FJ1057  NAD 27      -  35 10 14.13022(N)    097 55 00.04945(W) AD(       ) 1
 FJ1057  NGVD 29 (07/19/86)  367.8    (m)         1207.     (f) VERT ANG       
 FJ1057
 FJ1057.Superseded values are not recommended for survey control.
 FJ1057
 FJ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1057.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1057
 FJ1057_MARKER: DS = TRIANGULATION STATION DISK
 FJ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1057_STAMPING: SALT 1968
 FJ1057_MARK LOGO: CGS
 FJ1057_PROJECTION: FLUSH
 FJ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1057+STABILITY: SURFACE MOTION
 FJ1057
 FJ1057  HISTORY     - Date     Condition        Report By
 FJ1057  HISTORY     - 1968     MONUMENTED       CGS
 FJ1057
 FJ1057                          STATION DESCRIPTION
 FJ1057
 FJ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1057'STATION IS LOCATED ON A LOW HILL ABOUT 3 MILES SOUTHEAST OF
 FJ1057'POCASSET, ABOUT 2 MILES NORTHWEST OF AMBER.  IT IS ON ROAD-RIGHT-OF
 FJ1057'WAY AND IN THE NW 1/4 OF SEC. 14, T. 8 N, R. 7 W.  THE STATION
 FJ1057'MARK IS 80.5 FEET SOUTHEAST OF A UTILITY POLE 36 E 15 5, 33 FEET
 FJ1057'EAST OF THE APPROXIMATE CENTER OF A SAND GRADED ROAD, 19 FEET
 FJ1057'SOUTH OF CORNER AND GATE POST, 6.1 FEET SOUTH OF METAL WITNESS
 FJ1057'POST WITH SIGN ATTACHED AND 1.5 FEET WEST OF NORTH-SOUTH
 FJ1057'FENCELINE.  THE STATION IS MARKED BY A STANDARD TRIANGULATION
 FJ1057'STATION DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 FJ1057'MONUMENT.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 FJ1057'THE GROUND AND THE DISK IS STAMPED SALT 1968.
 FJ1057'
 FJ1057'TO REACH THE STATION FROM THE POST OFFICE IN POCASSET, GO SOUTH ON
 FJ1057'U.S. HIGHWAY 81 FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO
 FJ1057'EAST ON A SAND GRADED ROAD FOR 2.0 MILES TO A T-ROAD.  TURN RIGHT
 FJ1057'AND GO SOUTH ON A SAND GRADED ROAD FOR 1.0 MILE TO A
 FJ1057'CROSSROAD.  CONTINUE STRAIGHT AHEAD 0.25 MILE TO A FIELD ROAD ON
 FJ1057'THE LEFT, EAST SIDE OF ROAD AND STATION AS DESCRIBED.  CONTINUE
 FJ1057'SOUTH ON SAND ROAD FOR 0.7 MILE TO A SURFACED ROAD, TURN RIGHT
 FJ1057'AND WEST FOR 0.5 MILE TO AZIMUTH MARK THAT IS SET IN THE
 FJ1057'NORTHWEST END OF BRIDGE ABUTMENT.
 FJ1057'
 FJ1057'AZIMUTH MARK IS 227 FEET WEST OF THE APPROXIMATE CENTER OF
 FJ1057'CROSSROAD AND 12 FEET NORTH OF THE CENTERLINE OF PAVED ROAD.  IT
 FJ1057'IS MARKED BY A STANDARD TRIANGULATION AZIMUTH MARK DISK, SET IN
 FJ1057'A DRILLHOLE IN THE WEST END AND ON THE NORTH SIDE OF BRIDGE
 FJ1057'ABUTMENT.  THE DISK IS STAMPED SALT 1968.
 FJ1057'
 FJ1057'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 FJ1057'SAND ROAD AND 1.0 WEST OF NORTH-SOUTH FENCELINE.  IT IS MARKED BY
 FJ1057'STANDARD TRIANGULATION REFERENCE MARK DISK THAT IS SET IN THE TOP
 FJ1057'OF A 12 INCH CONCRETE CYLINDER MONUMENT AND IS SET FLUSH WITH THE
 FJ1057'SURFACE OF THE GROUND.  THE DISK IS STAMPED SALT NO 1 1968.
 FJ1057'
 FJ1057'REFERENCE MARK NO. 2 IS 64 FEET SOUTH OF AN UTILITY POLE 36 E
 FJ1057'15 5, 26 FEET WEST OF THE APPROXIMATE CENTER OF SAND ROAD AND 1.0
 FJ1057'FOOT WEST OF NORTH-SOUTH FENCELINE.  IT IS MARKED BY A STANDARD
 FJ1057'TRIANGULATION REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 12
 FJ1057'INCH CONCRETE CYLINDER MONUMENT AND SET FLUSH WITH THE SURFACE OF
 FJ1057'THE GROUND.  THE DISK IS STAMPED SALT NO 2 1968.
 FJ1057'
 FJ1057'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1222 ***********************************************************************
 FJ1222  DESIGNATION -  SALT
 FJ1222  PID         -  FJ1222
 FJ1222  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1222  COUNTRY     -  US
 FJ1222  USGS QUAD   -  PEARSON (2018)
 FJ1222
 FJ1222                         *CURRENT SURVEY CONTROL
 FJ1222  ______________________________________________________________________
 FJ1222* NAD 83(1993) POSITION- 35 07 14.67808(N) 096 53 01.06579(W)   ADJUSTED
 FJ1222* NAVD 88 ORTHO HEIGHT -   367.5   (meters)     1206.    (feet) VERTCON3
 FJ1222  ______________________________________________________________________
 FJ1222  GEOID HEIGHT    -        -26.733 (meters)                     GEOID18
 FJ1222  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC18
 FJ1222  HORZ ORDER      -  THIRD
 FJ1222
 FJ1222.The horizontal coordinates were established by classical geodetic methods
 FJ1222.and adjusted by the National Geodetic Survey in November 1994.
 FJ1222
 FJ1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1222
 FJ1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1222.GEOID18 height accuracy estimate available here.
 FJ1222
 FJ1222.Click photographs - Photos may exist for this station.
 FJ1222
 FJ1222.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1222
 FJ1222. The following values were computed from the NAD 83(1993) position.
 FJ1222
 FJ1222;                    North         East     Units Scale Factor Converg.
 FJ1222;SPC OK S     -   198,833.051   701,757.358   MT  0.99997969   +0 38 01.2
 FJ1222;SPC OK S     -   652,338.10  2,302,348.93   sFT  0.99997969   +0 38 01.2
 FJ1222;UTM  14      - 3,888,482.880   692,853.153   MT  1.00005839   +1 13 04.5
 FJ1222
 FJ1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1222!SPC OK S     -   0.99994652  x   0.99997969  =   0.99992621
 FJ1222!UTM  14      -   0.99994652  x   1.00005839  =   1.00000490
 FJ1222
 FJ1222:                Primary Azimuth Mark                     Grid Az
 FJ1222:SPC OK S     -  SALT AZ MK                               284 33 26.3
 FJ1222:UTM  14      -  SALT AZ MK                               283 58 23.0
 FJ1222
 FJ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9285388482(NAD 83)
 FJ1222
 FJ1222|---------------------------------------------------------------------|
 FJ1222| PID    Reference Object                     Distance      Geod. Az  |
 FJ1222|                                                           dddmmss.s |
 FJ1222| CI2265 SALT RM 1                             6.505 METERS 19408     |
 FJ1222| CI2264 SALT AZ MK                                         2851127.5 |
 FJ1222| CI2266 SALT RM 2                             7.608 METERS 29755     |
 FJ1222|---------------------------------------------------------------------|
 FJ1222
 FJ1222                          SUPERSEDED SURVEY CONTROL
 FJ1222
 FJ1222  NAD 83(1986)-  35 07 14.68232(N)    096 53 01.04953(W) AD(       ) 3
 FJ1222  NAD 27      -  35 07 14.40881(N)    096 52 59.97685(W) AD(       ) 3
 FJ1222  NGVD 29 (07/19/86)  367.4    (m)         1205.     (f) VERT ANG       
 FJ1222
 FJ1222.Superseded values are not recommended for survey control.
 FJ1222
 FJ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1222.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1222
 FJ1222_MARKER: DS = TRIANGULATION STATION DISK
 FJ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1222_STAMPING: SALT 1957
 FJ1222_MARK LOGO: CGS
 FJ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1222+STABILITY: SURFACE MOTION
 FJ1222
 FJ1222  HISTORY     - Date     Condition        Report By
 FJ1222  HISTORY     - 1957     MONUMENTED       CGS
 FJ1222  HISTORY     - 1970     GOOD             NGS
 FJ1222  HISTORY     - 1978     GOOD             DMA
 FJ1222  HISTORY     - 1983     GOOD             LOCENG
 FJ1222  HISTORY     - 19851017 GOOD             OKDOT
 FJ1222
 FJ1222                          STATION DESCRIPTION
 FJ1222
 FJ1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1222'STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF MAUD, 4 MILES
 FJ1222'NORTHEAST OF PEARSON, IN THE SOUTHEAST 1/4 OF SECTION 33
 FJ1222'T. 8 N., R. 4 E., IN THE SOUTH EDGE OF A PASTURE.
 FJ1222'
 FJ1222'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 59, IN
 FJ1222'PEARSON, BY GOING NORTH ON HIGHWAY 18 FOR 2 MILES TO CROSSROADS,
 FJ1222'TURN RIGHT, EAST, FOR 1.35 MILES TO A SIDE ROAD LEFT, TURN
 FJ1222'LEFT, NORTH, FOR 1.55 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 FJ1222'EAST, FOR 0.2 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD,
 FJ1222'EAST, FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 FJ1222'STRAIGHT AHEAD, EAST AND SOUTHEASTERLY FOR 0.25 MILE TO THE
 FJ1222'STATION.
 FJ1222'
 FJ1222'STATION MARKS ARE STANDARD DISKS, STAMPED SALT 1957.  THE
 FJ1222'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1222'POST PROJECTING 6 INCHES.  IT IS 34 FEET EAST OF THE CENTER
 FJ1222'OF A GRADED ROAD, 15 FEET EAST OF A ROAD RIGHT-OF-WAY FENCE,
 FJ1222'24 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE CORNER, 30 FEET
 FJ1222'NORTHWEST OF A CATTLE GUARD AND 0.15 MILE SOUTHWEST OF 2
 FJ1222'CRUDE OIL STORAGE TANKS.  A 4 IN X 4 IN WHITE WITNESS POST
 FJ1222'WAS SET 4 FEET SOUTHWEST OF THE MARK.  THE UNDERGROUND
 FJ1222'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 FJ1222'THE GROUND SURFACE.
 FJ1222'
 FJ1222'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT NO 1 1957,
 FJ1222'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1222'4 INCHES.  IT IS 21 FEET EAST OF THE CENTER OF THE ROAD, 26
 FJ1222'FEET WEST OF THE CATTLE GUARD 1 FOOT EAST OF THE FENCE
 FJ1222'AND 3 FEET NORTHWEST OF THE FENCE CORNER.
 FJ1222'
 FJ1222'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT NO 2 1957,
 FJ1222'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1222'2 INCHES.  IT IS 22 FEET EAST OF THE ROAD, 55 FEET NORTHWEST OF
 FJ1222'THE CATTLE GUARD, 39 FEET WEST-NORTHWEST OF THE FENCE CORNER
 FJ1222'AND 1 FOOT EAST OF THE FENCE.
 FJ1222'
 FJ1222'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT 1957, SET IN
 FJ1222'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 FJ1222'INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 FJ1222'AND 1 FOOT NORTH OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4
 FJ1222'IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 FJ1222
 FJ1222                          STATION RECOVERY (1970)
 FJ1222
 FJ1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1222'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 FJ1222'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FJ1222'TO REACH WAS FOUND ADEQUATE.
 FJ1222'
 FJ1222'THE DESCRIPTION WAS FOUND ADEQUATE WITH THE ADDITIONAL NOTES.
 FJ1222'
 FJ1222'THE STATION IS 19.5 FEET NORTH OF THE NORTHEAST CORNER OF A CATTLE
 FJ1222'GUARD, 11.5 FEET NORTHEAST OF A FENCE, 24 FEET NORTHWEST OF THE
 FJ1222'CENTER OF A GRAVELED ROAD, 35 FEET NORTHEAST OF THE CENTER OF A
 FJ1222'GRAVELED ROAD AND PROJECTS 5 INCHES.
 FJ1222'
 FJ1222'REFERENCE MARK NO. 1 IS 18 FEET NORTHEAST OF THE CENTER OF A ROAD, 4
 FJ1222'FEET SOUTHWEST OF A FENCE, AND 3 FEET SOUTHWEST OF THE SOUTHWEST
 FJ1222'CORNER OF A CATTLE GUARD.
 FJ1222'
 FJ1222'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE NORTHEAST CORNER
 FJ1222'OF A CATTLE GUARD, 22 FEET NORTHEAST OF THE CENTER OF THE ROAD, 2
 FJ1222'FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 FJ1222'POST, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 FJ1222'
 FJ1222'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 FJ1222'SET 1 FOOT WEST OF THE MARK.
 FJ1222'
 FJ1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 FJ1222'NORTHEAST OF PEARSON.
 FJ1222
 FJ1222                          STATION RECOVERY (1978)
 FJ1222
 FJ1222'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 FJ1222'SALT RECOVERED GOOD.
 FJ1222'
 FJ1222'NO 1, NO 2 RECOVERED GOOD.
 FJ1222'
 FJ1222'SALT (AZ) RECOVERED GOOD.
 FJ1222'
 FJ1222'DISTANCE AND DIRECTION FROM NEAREST TOWN--POCASSET.
 FJ1222
 FJ1222                          STATION RECOVERY (1983)
 FJ1222
 FJ1222'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (NC)
 FJ1222'SALT - 1957 FOUND STATION, REF NO. 1, REF NO. 2, AND AZIMUTH MARK IN
 FJ1222'GOOD CONDITION.
 FJ1222'
 FJ1222'PLACED ORANGE PLASTIC MARKER POST ALONG N. SIDE OF EACH.
 FJ1222
 FJ1222                          STATION RECOVERY (1985)
 FJ1222
 FJ1222'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1985 (JG)
 FJ1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0775 ***********************************************************************
 GJ0775  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0775  DESIGNATION -  SALT
 GJ0775  PID         -  GJ0775
 GJ0775  STATE/COUNTY-  OK/ALFALFA
 GJ0775  COUNTRY     -  US
 GJ0775  USGS QUAD   -  MANCHESTER SW (2018)
 GJ0775
 GJ0775                         *CURRENT SURVEY CONTROL
 GJ0775  ______________________________________________________________________
 GJ0775* NAD 83(2011) POSITION- 36 48 41.45362(N) 098 12 17.17800(W)   ADJUSTED
 GJ0775* NAD 83(2011) ELLIP HT-   320.205 (meters)        (06/27/12)   ADJUSTED
 GJ0775* NAD 83(2011) EPOCH   -  2010.00
 GJ0775* NAVD 88 ORTHO HEIGHT -   348.3   (meters)     1143.    (feet) GPS OBS
 GJ0775  ______________________________________________________________________
 GJ0775  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GJ0775  GEOID HEIGHT    -        -28.001 (meters)                     GEOID96
 GJ0775  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 GJ0775  NAD 83(2011) X  -   -729,656.130 (meters)                     COMP
 GJ0775  NAD 83(2011) Y  - -5,060,477.381 (meters)                     COMP
 GJ0775  NAD 83(2011) Z  -  3,800,859.048 (meters)                     COMP
 GJ0775  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 GJ0775
 GJ0775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0775  Standards:
 GJ0775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0775  -------------------------------------------------------------------
 GJ0775  NETWORK    2.39   4.78           1.10   0.81   2.44      0.01628240
 GJ0775  -------------------------------------------------------------------
 GJ0775  Click here for local accuracies and other accuracy information.
 GJ0775
 GJ0775.The horizontal coordinates were established by GPS observations
 GJ0775.and adjusted by the National Geodetic Survey in June 2012.
 GJ0775
 GJ0775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0775.been affixed to the stable North American tectonic plate. See 
 GJ0775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0775
 GJ0775.The horizontal coordinates are valid at the epoch date displayed above
 GJ0775.which is a decimal equivalence of Year/Month/Day.
 GJ0775
 GJ0775.The orthometric height was determined by GPS observations and a
 GJ0775.high-resolution geoid model.
 GJ0775
 GJ0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0775.GEOID18 height accuracy estimate available here.
 GJ0775
 GJ0775.Click photographs - Photos may exist for this station.
 GJ0775
 GJ0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0775
 GJ0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0775
 GJ0775.The ellipsoidal height was determined by GPS observations
 GJ0775.and is referenced to NAD 83.
 GJ0775
 GJ0775. The following values were computed from the NAD 83(2011) position.
 GJ0775
 GJ0775;                    North         East     Units Scale Factor Converg.
 GJ0775;SPC OK N     -   201,019.462   581,727.898   MT  1.00000849   -0 07 15.0
 GJ0775;SPC OK N     -   659,511.35  1,908,552.28   sFT  1.00000849   -0 07 15.0
 GJ0775;UTM  14      - 4,074,258.391   570,931.205   MT  0.99966198   +0 28 35.4
 GJ0775
 GJ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0775!SPC OK N     -   0.99994975  x   1.00000849  =   0.99995824
 GJ0775!UTM  14      -   0.99994975  x   0.99966198  =   0.99961175
 GJ0775
 GJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7093174258(NAD 83)
 GJ0775
 GJ0775                          SUPERSEDED SURVEY CONTROL
 GJ0775
 GJ0775  NAD 83(2007)-  36 48 41.45357(N)    098 12 17.17872(W) AD(2002.00) 0
 GJ0775  ELLIP H (02/10/07)  320.232  (m)                       GP(2002.00)    
 GJ0775  ELLIP H (04/16/01)  320.240  (m)                       GP(       ) 4 2
 GJ0775  NAD 83(1993)-  36 48 41.45345(N)    098 12 17.17850(W) AD(       ) B
 GJ0775  ELLIP H (05/09/94)  320.287  (m)                       GP(       ) 4 2
 GJ0775  NAVD 88 (01/13/95)  348.3    (m)  UNKNOWN  model used  GPS OBS        
 GJ0775  NAVD 88 (05/09/94)  348.3    (m)  GEOID93  model used  GPS OBS        
 GJ0775
 GJ0775.Superseded values are not recommended for survey control.
 GJ0775
 GJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0775.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0775
 GJ0775_MARKER: I = METAL ROD
 GJ0775_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0775_STAMPING: SALT 1993
 GJ0775_MARK LOGO: NGS
 GJ0775_PROJECTION: RECESSED 1 CENTIMETERS
 GJ0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0775+SATELLITE: SATELLITE OBSERVATIONS - 1993
 GJ0775_ROD/PIPE-DEPTH: 8.4 meters
 GJ0775_SLEEVE-DEPTH  : 0.9 meters
 GJ0775
 GJ0775  HISTORY     - Date     Condition        Report By
 GJ0775  HISTORY     - 1993     MONUMENTED       NGS
 GJ0775
 GJ0775                          STATION DESCRIPTION
 GJ0775
 GJ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GJ0775'STATION IS LOCATED ABOUT 50 KM (31.05 MI) NORTHWEST OF ENID, 38 KM
 GJ0775'(23.60 MI) WEST OF MEDFORD, NORTHWEST OF THE GREAT SALT PLAINS LAKE,
 GJ0775'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 11, IN THE NORTHWEST CORNER OF
 GJ0775'SECTION 20, T 27 N, R 9 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GJ0775'TRANSPORTATION.
 GJ0775'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 132, GO WEST ON 11
 GJ0775'FOR 11.31 KM (7.00 MI) TO STATE HIGHWAY 38.  CONTINUE AHEAD, WEST,
 GJ0775'FOR 3.32 KM (2.05 MI) TO THE BRIDGE OVER SAND CREEK.  CONTINUE AHEAD,
 GJ0775'WEST-SOUTHWEST, FOR 0.31 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 GJ0775'STATION MARK IS PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 GJ0775'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 GJ0775'SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS 13.7 M
 GJ0775'(44.9 FT) NORTH-NORTHWEST OF, AND 0.5 M (1.6 FT) LOWER THAN, THE
 GJ0775'CENTER OF HIGHWAY 11, 22.6M SOUTH OF TH RIGHT-OF-WAY FENCE, 1.6 M
 GJ0775'(5.2 FT) WEST OF A STEEL WITNESS POST, AND 1.7 M (5.6 FT) EAST OF A
 GJ0775'STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0842 ***********************************************************************
 GH0842  DESIGNATION -  SALT FORK CLYDE COOP ASSN ELEV
 GH0842  PID         -  GH0842
 GH0842  STATE/COUNTY-  OK/GRANT
 GH0842  COUNTRY     -  US
 GH0842  USGS QUAD   -  LAMONT (2018)
 GH0842
 GH0842                         *CURRENT SURVEY CONTROL
 GH0842  ______________________________________________________________________
 GH0842* NAD 83(1997) POSITION- 36 38 06.43036(N) 097 35 26.83827(W)   ADJUSTED
 GH0842  ______________________________________________________________________
 GH0842  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 GH0842  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 GH0842  HORZ ORDER      -  THIRD
 GH0842
 GH0842.The horizontal coordinates were established by classical geodetic methods
 GH0842.and adjusted by the National Geodetic Survey in October 1998.
 GH0842
 GH0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0842.GEOID18 height accuracy estimate available here.
 GH0842
 GH0842.Click photographs - Photos may exist for this station.
 GH0842
 GH0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0842
 GH0842. The following values were computed from the NAD 83(1997) position.
 GH0842
 GH0842;                    North         East     Units Scale Factor Converg.
 GH0842;SPC OK N     -   181,502.433   636,597.026   MT  0.99997864   +0 14 29.4
 GH0842;SPC OK N     -   595,479.23  2,088,568.74   sFT  0.99997864   +0 14 29.4
 GH0842;UTM  14      - 4,055,320.866   625,986.383   MT  0.99979555   +0 50 27.6
 GH0842
 GH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2598655320(NAD 83)
 GH0842
 GH0842                          SUPERSEDED SURVEY CONTROL
 GH0842
 GH0842  NAD 83(1993)-  36 38 06.43092(N)    097 35 26.83843(W) AD(       ) 3
 GH0842  NAD 83(1986)-  36 38 06.43917(N)    097 35 26.82733(W) AD(       ) 3
 GH0842  NAD 27      -  36 38 06.32214(N)    097 35 25.64836(W) AD(       ) 3
 GH0842
 GH0842.Superseded values are not recommended for survey control.
 GH0842
 GH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0842.See file dsdata.pdf to determine how the superseded data were derived.
 GH0842
 GH0842_MARKER: 65 = GRAIN ELEVATOR
 GH0842
 GH0842  HISTORY     - Date     Condition        Report By
 GH0842  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0842
 GH0842                          STATION DESCRIPTION
 GH0842
 GH0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0842'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A
 GH0842'180 FOOT HIGH ELEVATOR, LOCATED IN SALT FORK AND ABOUT 650
 GH0842'FEET WEST OF STATE HIGHWAY 74.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0505 ***********************************************************************
 GJ0505  DESIGNATION -  SALT PLAINS
 GJ0505  PID         -  GJ0505
 GJ0505  STATE/COUNTY-  OK/ALFALFA
 GJ0505  COUNTRY     -  US
 GJ0505  USGS QUAD   -  JET (2018)
 GJ0505
 GJ0505                         *CURRENT SURVEY CONTROL
 GJ0505  ______________________________________________________________________
 GJ0505* NAD 83(1997) POSITION- 36 44 20.55632(N) 098 07 55.02922(W)   ADJUSTED
 GJ0505* NAVD 88 ORTHO HEIGHT -   374.22  (+/-2cm)     1227.8   (feet) VERTCON3
 GJ0505  ______________________________________________________________________
 GJ0505  GEOID HEIGHT    -        -27.914 (meters)                     GEOID18
 GJ0505  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 GJ0505  HORZ ORDER      -  SECOND
 GJ0505  VERT ORDER      -  THIRD ? (See Below)
 GJ0505
 GJ0505.The horizontal coordinates were established by classical geodetic methods
 GJ0505.and adjusted by the National Geodetic Survey in October 1998.
 GJ0505
 GJ0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0505
 GJ0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0505.GEOID18 height accuracy estimate available here.
 GJ0505
 GJ0505.The vertical order pertains to the NGVD 29 superseded value.
 GJ0505
 GJ0505.Click photographs - Photos may exist for this station.
 GJ0505
 GJ0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0505
 GJ0505. The following values were computed from the NAD 83(1997) position.
 GJ0505
 GJ0505;                    North         East     Units Scale Factor Converg.
 GJ0505;SPC OK N     -   192,965.780   588,214.727   MT  0.99999508   -0 04 40.3
 GJ0505;SPC OK N     -   633,088.56  1,929,834.48   sFT  0.99999508   -0 04 40.3
 GJ0505;UTM  14      - 4,066,275.430   577,499.439   MT  0.99967399   +0 31 09.4
 GJ0505
 GJ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0505!SPC OK N     -   0.99994566  x   0.99999508  =   0.99994074
 GJ0505!UTM  14      -   0.99994566  x   0.99967399  =   0.99961966
 GJ0505
 GJ0505:                Primary Azimuth Mark                     Grid Az
 GJ0505:SPC OK N     -  SALT PLAINS AZ MK                        027 08 39.3
 GJ0505:UTM  14      -  SALT PLAINS AZ MK                        026 32 49.6
 GJ0505
 GJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7749966275(NAD 83)
 GJ0505
 GJ0505|---------------------------------------------------------------------|
 GJ0505| PID    Reference Object                     Distance      Geod. Az  |
 GJ0505|                                                           dddmmss.s |
 GJ0505| CL3934 SALT PLAINS AZ MK                                  0270359.0 |
 GJ0505| CL3935 SALT PLAINS RM 1                     27.876 METERS 05308     |
 GJ0505| CL3936 SALT PLAINS RM 2                     27.861 METERS 15511     |
 GJ0505| GJ0506 AXIS LINE G S P                     386.573 METERS 33608     |
 GJ0505|---------------------------------------------------------------------|
 GJ0505
 GJ0505                          SUPERSEDED SURVEY CONTROL
 GJ0505
 GJ0505  NAD 83(1993)-  36 44 20.55715(N)    098 07 55.03041(W) AD(       ) 2
 GJ0505  NAD 83(1986)-  36 44 20.56182(N)    098 07 55.01911(W) AD(       ) 2
 GJ0505  NAD 27      -  36 44 20.45588(N)    098 07 53.78138(W) AD(       ) 2
 GJ0505  NGVD 29             374.08   (m)         1227.3    (f) LEVELING    3  
 GJ0505
 GJ0505.Superseded values are not recommended for survey control.
 GJ0505
 GJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0505.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0505
 GJ0505_MARKER: DS = TRIANGULATION STATION DISK
 GJ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0505_STAMPING: SALT PLAINS 1951
 GJ0505_MARK LOGO: CGS
 GJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0505+STABILITY: SURFACE MOTION
 GJ0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0505+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 GJ0505
 GJ0505  HISTORY     - Date     Condition        Report By
 GJ0505  HISTORY     - 1951     MONUMENTED       CGS
 GJ0505  HISTORY     - 20080310 GOOD             AIRDAT
 GJ0505
 GJ0505                          STATION DESCRIPTION
 GJ0505
 GJ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0505'THE STATION IS LOCATED ABOUT 12 MILES EAST OF CHEROKEE, ABOUT 6
 GJ0505'MILES NORTH-NORTHEAST OF JET, ABOUT 1/2 MILE SOUTH OF THE GREAT SALT
 GJ0505'PLAINS DAM, AND IS ON U. S. GOVERNMENT PROPERTY NEAR THE EASTERN
 GJ0505'END OF THE SALT PLAINS RESERVATION.  IT IS SITUATED ON THE HIGHEST
 GJ0505'POINT OF A LOW RISE, 5 FEET NORTHWEST OF A WITNESS POST.  IT IS
 GJ0505'STAMPED SALT PLAINS 1951 AND PROJECTS 2 INCHES ABOVE THE SURFACE
 GJ0505'OF THE GROUND.
 GJ0505'
 GJ0505'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT IS STAMPED
 GJ0505'SALT PLAINS NO 1 1951 AND IS SET FLUSH WITH THE GROUND.
 GJ0505'
 GJ0505'REFERENCE MARK NO. 2 IS 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 GJ0505'SALT PLAINS NO 2 1951 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 GJ0505'
 GJ0505'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS 141.9
 GJ0505'FEET.
 GJ0505'
 GJ0505'THE AZIMUTH MARK IS LOCATED 40 FEET NORTH FROM THE CENTER OF A Y-ROAD
 GJ0505'INTERSECTION AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED SALT
 GJ0505'PLAINS 1951 AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0505'
 GJ0505'A TRAVERSE CONNECTION WAS MADE TO A U. S. ENGINEERS MARK.  IT IS
 GJ0505'LOCATED ABOUT 1/4 MILE SOUTH OF THE GREAT SALT PLAINS DAM, 58 FEET
 GJ0505'NORTHWEST FROM THE CENTER OF A CROSSROAD INTERSECTION AND IS IN THE
 GJ0505'CENTER OF A 8-FOOT SQUARE FENCE ENCLOSURE.  IT IS STAMPED AXIS
 GJ0505'LINE G. S. P. STA. 0 + 00 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 GJ0505'
 GJ0505'TO REACH THE STATION FROM THE POST OFFICE IN JET, GO EAST ON U. S.
 GJ0505'HIGHWAY 64 FOR 2.0 MILES TO CROSSROAD, TURN LEFT AND GO NORTH FOR
 GJ0505'3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 1.0 MILE TO
 GJ0505'ANOTHER CROSSROAD, TURN LEFT AND GO NORTH FOR 2.3 MILES TO
 GJ0505'THE ENTRANCE TO THE DAM AND LAKE ON THE LEFT.  TURN LEFT AND GO
 GJ0505'0.05 MILE TO A Y-ROAD INTERSECTION AND THE AZIMUTH MARK ON THE
 GJ0505'RIGHT, TAKE LEFT FORK AS PER SIGN CONCESSIONS AND GO 0.25 MILE.
 GJ0505'THENCE LEAVE ROAD AND GO SOUTHERLY FOR 0.15 MILE TO THE TOP OF THE
 GJ0505'RISE AND THE STATION AS DESCRIBED.
 GJ0505'
 GJ0505'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 GJ0505
 GJ0505                          STATION RECOVERY (2008)
 GJ0505
 GJ0505'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GJ0505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1105 ***********************************************************************
 FH1105  DESIGNATION -  SANBOIS
 FH1105  PID         -  FH1105
 FH1105  STATE/COUNTY-  OK/HASKELL
 FH1105  COUNTRY     -  US
 FH1105  USGS QUAD   -  LAFAYETTE (2019)
 FH1105
 FH1105                         *CURRENT SURVEY CONTROL
 FH1105  ______________________________________________________________________
 FH1105* NAD 83(1993) POSITION- 35 10 16.45292(N) 095 04 35.10164(W)   ADJUSTED
 FH1105* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 FH1105  ______________________________________________________________________
 FH1105  GEOID HEIGHT    -        -30.924 (meters)                     GEOID18
 FH1105  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 FH1105  HORZ ORDER      -  SECOND
 FH1105
 FH1105.The horizontal coordinates were established by classical geodetic methods
 FH1105.and adjusted by the National Geodetic Survey in November 1994.
 FH1105
 FH1105.The orthometric height was scaled from a topographic map.
 FH1105
 FH1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1105.GEOID18 height accuracy estimate available here.
 FH1105
 FH1105.Click photographs - Photos may exist for this station.
 FH1105
 FH1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1105
 FH1105. The following values were computed from the NAD 83(1993) position.
 FH1105
 FH1105;                    North         East     Units Scale Factor Converg.
 FH1105;SPC OK S     -   207,728.715   866,290.994   MT  0.99998832   +1 39 34.1
 FH1105;SPC OK S     -   681,523.29  2,842,156.37   sFT  0.99998832   +1 39 34.1
 FH1105;UTM  15      - 3,894,007.066   310,905.034   MT  1.00004069   -1 11 47.1
 FH1105
 FH1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1105!SPC OK S     -   0.99997250  x   0.99998832  =   0.99996082
 FH1105!UTM  15      -   0.99997250  x   1.00004069  =   1.00001319
 FH1105
 FH1105:                Primary Azimuth Mark                     Grid Az
 FH1105:SPC OK S     -  SANBOIS AZ MK                            081 13 11.9
 FH1105:UTM  15      -  SANBOIS AZ MK                            084 04 33.1
 FH1105
 FH1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1090594007(NAD 83)
 FH1105
 FH1105|---------------------------------------------------------------------|
 FH1105| PID    Reference Object                     Distance      Geod. Az  |
 FH1105|                                                           dddmmss.s |
 FH1105| CI2270 SANBOIS AZ MK                                      0825246.0 |
 FH1105| CI2271 SANBOIS RM 1                          9.059 METERS 30135     |
 FH1105| CI2272 SANBOIS RM 2                         20.555 METERS 35254     |
 FH1105|---------------------------------------------------------------------|
 FH1105
 FH1105                          SUPERSEDED SURVEY CONTROL
 FH1105
 FH1105  NAD 83(1986)-  35 10 16.46320(N)    095 04 35.09537(W) AD(       ) 2
 FH1105  NAD 27      -  35 10 16.11200(N)    095 04 34.24200(W) AD(       ) 2
 FH1105
 FH1105.Superseded values are not recommended for survey control.
 FH1105
 FH1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1105.See file dsdata.pdf to determine how the superseded data were derived.
 FH1105
 FH1105_MARKER: DS = TRIANGULATION STATION DISK
 FH1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1105_STAMPING: SANBOIS 1940
 FH1105_MARK LOGO: CGS
 FH1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1105+STABILITY: SURFACE MOTION
 FH1105
 FH1105  HISTORY     - Date     Condition        Report By
 FH1105  HISTORY     - 1940     MONUMENTED       CGS
 FH1105  HISTORY     - 1959     GOOD             CGS
 FH1105
 FH1105                          STATION DESCRIPTION
 FH1105
 FH1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1105'STATION IS LOCATED ABOUT 5.5 MILES S AND 3 MILES E OF STIGLER,
 FH1105'AT THE EXTREME W EDGE AND HIGHEST POINT OF A LOW RIDGE,
 FH1105'OVERLOOKING SANBOIS CREEK.  IT IS 19 FEET W OF THE CENTER
 FH1105'OF A TRACK ROAD, 27 FEET W OF A FENCE, 30 FEET E OF THE
 FH1105'W EDGE OF THE BLUFF AND 6 FEET S OF A WHITE REFERENCE POST.
 FH1105'
 FH1105'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1105'
 FH1105'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FH1105'IN BEDROCK.
 FH1105'
 FH1105'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN
 FH1105'DRILL HOLES IN BOULDERS.
 FH1105'
 FH1105'STATION IS STAMPED SANBOIS 1940 AND PROJECTS 4 INCHES.
 FH1105'
 FH1105'REFERENCE MARK NO.1 IS STAMPED SANBOIS NO.1, 1940 AND PROJECTS
 FH1105'ABOUT 2 FEET.  IT IS ON THE SAME LEVEL AS THE STATION.
 FH1105'REFERENCE MARK NO.2 IS STAMPED SANBOIS NO.2, 1940 AND PROJECTS
 FH1105'ABOUT 3 FEET.  IT IS ON THE SAME LEVEL AS THE STATION.
 FH1105'
 FH1105'THE AZIMUTH MARK IS SET IN A LARGE BOULDER WHICH PROJECTS
 FH1105'ABOUT 2 FEET ABOVE THE GROUND.  IT IS STAMPED SANBOIS 1940
 FH1105'AND IS 80 FEET W OF THE HOUSE OF JIM GAYLOR, 55 FEET N OF
 FH1105'THE CENTER OF A GRAVEL ROAD, 2 FEET NW OF A WHITE REFERENCE
 FH1105'POST, 21 FEET N OF A FENCE AND ABOUT 0.1 MILE E OF THE ROCKY
 FH1105'POINT SCHOOLHOUSE.
 FH1105'
 FH1105'TO REACH THE STATION FROM STIGLER, GO E ON STATE HIGHWAY
 FH1105'10 FOR 4.5 MILES TO A SIDE ROAD RIGHT (S) AT A SIGN EUREKA
 FH1105'SCHOOL 2 MILES S, TURN RIGHT AND FOLLOW MAIN ROAD 2.1 MILES
 FH1105'TO THE EUREKA SCHOOL ON THE RIGHT, CONTINUE S ON MAIN ROAD
 FH1105'4.6 MILES TO A T-ROAD AT THE ROCKY POINT SCHOOL, (FROM THIS
 FH1105'POINT TURN LEFT (E) AND GO 0.05 MILE TO THE AZIMUTH MARK IN
 FH1105'A SMALL FIELD ON THE LEFT (N) SIDE OF THE ROAD) TURN RIGHT
 FH1105'(W) AND GO 0.2 MILE TO WHERE MAIN ROAD TURNS LEFT, CONTINUE
 FH1105'STRAIGHT AHEAD ON OLD TRACK ROAD (W) 1.3 MILES TO A CROSS
 FH1105'ROAD AT THE EDGE OF BLUFF, TURN LEFT (S) AND GO 0.2 MILE ALONG
 FH1105'EDGE OF BLUFF TO HIGHEST POINT AND STATION.
 FH1105
 FH1105                          STATION RECOVERY (1959)
 FH1105
 FH1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1105'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1105'CONDITION.  THE HOUSE THAT WAS NEAR THE AZIMUTH MARK IS
 FH1105'GONE.  THE MARK IS IN A LARGE BOULDER ABOUT 18 FEET NORTH
 FH1105'OF THE NORTH RIGHT OF WAY FENCE.
 FH1105'
 FH1105'TO REACH THE STATION FROM STIGLER, GO EAST ON STATE HIGHWAY
 FH1105'9 FOR 4.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 FH1105'AND EAST FOR 2.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 FH1105'GO SOUTHERLY ON MAIN ROAD FOR 4.5 MILES TO A T-INTERSECTION
 FH1105'(THE AZIMUTH MARK IS 0.05 MILE EAST), TURN RIGHT AND GO
 FH1105'WEST FOR 0.2 MILE TO POINT WHERE MAIN ROAD TURNS LEFT, CONTINUE
 FH1105'WEST FOR 0.8 MILE TO A HOUSE ON LEFT AT END OF MAIN ROAD,
 FH1105'BEAR RIGHT AROUND A CULVERT AND CONTINUE WEST ON AN OLD ROAD
 FH1105'FOR 0.5 MILE TO TOP OF RIDGE, TURN LEFT ALONG CREST OF RIDGE
 FH1105'AND FOLLOW OLD ABANDONED ROAD FOR 0.2 MILE TO STATION ON
 FH1105'RIGHT AS DESCRIBED IN 1940.  THE LAST 0.7 MILE WAS
 FH1105'IMPASSABLE, DUE TO WET GROUND, WHEN THE STATION WAS
 FH1105'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1281 ***********************************************************************
 FJ1281  DESIGNATION -  SAND
 FJ1281  PID         -  FJ1281
 FJ1281  STATE/COUNTY-  OK/LINCOLN
 FJ1281  COUNTRY     -  US
 FJ1281  USGS QUAD   -  SPARKS (2018)
 FJ1281
 FJ1281                         *CURRENT SURVEY CONTROL
 FJ1281  ______________________________________________________________________
 FJ1281* NAD 83(1993) POSITION- 35 31 15.70673(N) 096 48 24.25120(W)   ADJUSTED
 FJ1281* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1281  ______________________________________________________________________
 FJ1281  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 FJ1281  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 FJ1281  HORZ ORDER      -  THIRD
 FJ1281
 FJ1281.The horizontal coordinates were established by classical geodetic methods
 FJ1281.and adjusted by the National Geodetic Survey in November 1994.
 FJ1281
 FJ1281.The orthometric height was scaled from a topographic map.
 FJ1281
 FJ1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1281.GEOID18 height accuracy estimate available here.
 FJ1281
 FJ1281.Click photographs - Photos may exist for this station.
 FJ1281
 FJ1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1281
 FJ1281. The following values were computed from the NAD 83(1993) position.
 FJ1281
 FJ1281;                    North         East     Units Scale Factor Converg.
 FJ1281;SPC OK N     -    58,475.183   708,234.056   MT  1.00000860   +0 42 15.1
 FJ1281;SPC OK N     -   191,847.33  2,323,597.90   sFT  1.00000860   +0 42 15.1
 FJ1281;SPC OK S     -   243,321.330   708,240.855   MT  1.00006953   +0 40 38.3
 FJ1281;SPC OK S     -   798,296.73  2,323,620.21   sFT  1.00006953   +0 40 38.3
 FJ1281;UTM  14      - 3,933,037.973   698,877.927   MT  1.00008743   +1 16 28.9
 FJ1281
 FJ1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1281!SPC OK N     -   0.99995410  x   1.00000860  =   0.99996270
 FJ1281!SPC OK S     -   0.99995410  x   1.00006953  =   1.00002363
 FJ1281!UTM  14      -   0.99995410  x   1.00008743  =   1.00004153
 FJ1281
 FJ1281:                Primary Azimuth Mark                     Grid Az
 FJ1281:SPC OK N     -  SAND AZ MK                               001 50 29.1
 FJ1281:SPC OK S     -  SAND AZ MK                               001 52 05.9
 FJ1281:UTM  14      -  SAND AZ MK                               001 16 15.3
 FJ1281
 FJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9887733037(NAD 83)
 FJ1281
 FJ1281|---------------------------------------------------------------------|
 FJ1281| PID    Reference Object                     Distance      Geod. Az  |
 FJ1281|                                                           dddmmss.s |
 FJ1281| CI2273 SAND AZ MK                                         0023244.2 |
 FJ1281| FJ1282 89 ADJ                               18.118 METERS 08444     |
 FJ1281| CI2274 SAND RM 1                            21.376 METERS 35107     |
 FJ1281|---------------------------------------------------------------------|
 FJ1281
 FJ1281                          SUPERSEDED SURVEY CONTROL
 FJ1281
 FJ1281  NAD 83(1986)-  35 31 15.71305(N)    096 48 24.23136(W) AD(       ) 3
 FJ1281  NAD 27      -  35 31 15.46563(N)    096 48 23.15626(W) AD(       ) 3
 FJ1281
 FJ1281.Superseded values are not recommended for survey control.
 FJ1281
 FJ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1281.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1281
 FJ1281_MARKER: DS = TRIANGULATION STATION DISK
 FJ1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1281_STAMPING: SAND 1957
 FJ1281_MARK LOGO: CGS
 FJ1281_PROJECTION: PROJECTING
 FJ1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1281+STABILITY: SURFACE MOTION
 FJ1281
 FJ1281  HISTORY     - Date     Condition        Report By
 FJ1281  HISTORY     - 1957     MONUMENTED       CGS
 FJ1281
 FJ1281                          STATION DESCRIPTION
 FJ1281
 FJ1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1281'STATION IS ABOUT 6 MILES NORTHEAST OF MEEKER, 1 MILE NORTH OF
 FJ1281'U.S. HIGHWAY 62, IN THE NORTHEAST CORNER OF SECTION 18, T. 12 N.
 FJ1281'R. 5 E., ON THE ROAD RIGHT-OF-WAY OF A GRADED ROAD RUNNING
 FJ1281'NORTH AND SOUTH.
 FJ1281'
 FJ1281'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND STATE
 FJ1281'HIGHWAY 18 IN THE EAST EDGE OF MEEKER, GO EAST ON U.S. HIGHWAY
 FJ1281'62 FOR 5.0 MILES TO A CROSSROADS, TURN LEFT AND GO NORTH ON
 FJ1281'GRADED ROAD FOR 1.0 MILE TO A CROSSROADS AND THE STATION ON
 FJ1281'THE LEFT.
 FJ1281'
 FJ1281'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRADED ROAD
 FJ1281'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FJ1281'
 FJ1281'STATION MARKS ARE STANDARD DISKS, STAMPED SAND 1957.  THE SURFACE
 FJ1281'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1281'WHICH PROJECTS 6 INCHES.  IT IS 52 FEET SOUTHWEST OF THE CENTER
 FJ1281'OF CROSSROADS, 49 FEET SOUTHEAST OF THE SOUTH END OF A CATTLE
 FJ1281'GUARD, 11 FEET EAST OF A 8 INCH OAK TREE, 5 FEET NORTHWEST
 FJ1281'OF A FENCE CORNER.  A 4 IN X 4 IN WITNESS POST WAS SET 2 FEET
 FJ1281'SOUTHWEST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 FJ1281'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FJ1281'
 FJ1281'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAND NO 1 1957,
 FJ1281'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1281'PROJECTS 6 INCHES.  IT IS 55 FEET NORTHWEST OF THE CENTER OF
 FJ1281'CROSSROADS, 8 FEET NORTH OF THE CENTER OF A DIRT ROAD, 7 FEET
 FJ1281'NORTHEAST OF THE NORTH END OF THE CATTLE GUARD AND 1 FOOT
 FJ1281'SOUTHEAST OF A FENCE.
 FJ1281'
 FJ1281'89 ADJ (USGS) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 FJ1281'U.S. GEOLOGICAL SURVEY BENCH MARK BOLTED TO THE TOP OF A 4
 FJ1281'INCH IRON PIPE THAT PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 FJ1281'89 ADJ 1903.  IT IS 42 FEET SOUTHEAST OF THE CENTER OF CROSSROADS,
 FJ1281'31 FEET NORTH OF A 18 INCH OAK TREE AND 1 FOOT WEST OF A FENCE
 FJ1281'CORNER.
 FJ1281'
 FJ1281'AZIMUTH MARK IS A STANDARD DISK, STAMPED SAND 1957, SET
 FJ1281'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1281'4 INCHES.  IT IS 60 FEET SOUTHEAST OF A FENCE CORNER, 25 FEET
 FJ1281'EAST OF THE CENTER OF THE GRADED ROAD, AND 1 FOOT WEST OF A
 FJ1281'RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WITNESS POST WAS SET 2 FEET
 FJ1281'NORTH OF THE MARK.
 FJ1281'
 FJ1281'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0492 ***********************************************************************
 GJ0492  DESIGNATION -  SAND HILL
 GJ0492  PID         -  GJ0492
 GJ0492  STATE/COUNTY-  OK/ALFALFA
 GJ0492  COUNTRY     -  US
 GJ0492  USGS QUAD   -  SAND CREEK (2018)
 GJ0492
 GJ0492                         *CURRENT SURVEY CONTROL
 GJ0492  ______________________________________________________________________
 GJ0492* NAD 83(1997) POSITION- 36 52 26.17612(N) 098 07 10.26018(W)   ADJUSTED
 GJ0492* NAVD 88 ORTHO HEIGHT -   442.56  (+/-2cm)     1452.0   (feet) VERTCON3
 GJ0492  ______________________________________________________________________
 GJ0492  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 GJ0492  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 GJ0492  HORZ ORDER      -  FIRST
 GJ0492  VERT ORDER      -  THIRD ? (See Below)
 GJ0492
 GJ0492.The horizontal coordinates were established by classical geodetic methods
 GJ0492.and adjusted by the National Geodetic Survey in October 1998.
 GJ0492
 GJ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0492
 GJ0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0492.GEOID18 height accuracy estimate available here.
 GJ0492
 GJ0492.The vertical order pertains to the NGVD 29 superseded value.
 GJ0492
 GJ0492.Click photographs - Photos may exist for this station.
 GJ0492
 GJ0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0492
 GJ0492. The following values were computed from the NAD 83(1997) position.
 GJ0492
 GJ0492;                    North         East     Units Scale Factor Converg.
 GJ0492;SPC OK N     -   207,934.218   589,343.856   MT  1.00002133   -0 04 13.9
 GJ0492;SPC OK N     -   682,197.51  1,933,538.97   sFT  1.00002133   -0 04 13.9
 GJ0492;UTM  14      - 4,081,249.852   578,471.955   MT  0.99967586   +0 31 42.1
 GJ0492
 GJ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0492!SPC OK N     -   0.99993495  x   1.00002133  =   0.99995628
 GJ0492!UTM  14      -   0.99993495  x   0.99967586  =   0.99961083
 GJ0492
 GJ0492:                Primary Azimuth Mark                     Grid Az
 GJ0492:SPC OK N     -  SAND HILL RM 2                           055 41 57.6
 GJ0492:UTM  14      -  SAND HILL RM 2                           055 06 01.6
 GJ0492
 GJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7847181249(NAD 83)
 GJ0492
 GJ0492|---------------------------------------------------------------------|
 GJ0492| PID    Reference Object                     Distance      Geod. Az  |
 GJ0492|                                                           dddmmss.s |
 GJ0492| CL3948 SAND HILL RM 2                      APPROX. 0.7 KM 0553743.7 |
 GJ0492| CL3949 SAND HILL RM 3                      APPROX. 0.6 KM 1633738.5 |
 GJ0492| GJ0494 SAND HILL RM                        APPROX. 0.5 KM 1724718.4 |
 GJ0492| GJ0503 KEGELMAN AFB CONTROL TOWER          APPROX.15.1 KM 1822123.7 |
 GJ0492| GJ0504 GREAT SALT PLAINS DAM USE TANK      APPROX.14.4 KM 1831120.9 |
 GJ0492| GJ0522 CHEROKEE REA SHORT WAVE MAST        APPROX.25.6 KM 2381301.5 |
 GJ0492| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.24.6 KM 2395227.6 |
 GJ0492|---------------------------------------------------------------------|
 GJ0492
 GJ0492                          SUPERSEDED SURVEY CONTROL
 GJ0492
 GJ0492  NAD 83(1993)-  36 52 26.17763(N)    098 07 10.26236(W) AD(       ) 1
 GJ0492  NAD 83(1986)-  36 52 26.18153(N)    098 07 10.25161(W) AD(       ) 1
 GJ0492  NAD 27      -  36 52 26.07985(N)    098 07 09.01727(W) AD(       ) 1
 GJ0492  USSD        -  36 52 26.03600(N)    098 07 09.25500(W) AD(       ) 3
 GJ0492  NGVD 29 (07/19/86)  442.42   (m)         1451.5    (f) LEVELING    3  
 GJ0492
 GJ0492.Superseded values are not recommended for survey control.
 GJ0492
 GJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0492.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0492
 GJ0492_MARKER: N = NAIL
 GJ0492_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 GJ0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0492+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2008
 GJ0492
 GJ0492  HISTORY     - Date     Condition        Report By
 GJ0492  HISTORY     - 1902     MONUMENTED       CGS
 GJ0492  HISTORY     - 1934     MARK NOT FOUND   CGS
 GJ0492  HISTORY     - 1934     GOOD             CGS
 GJ0492  HISTORY     - 1935     SEE DESCRIPTION  CGS
 GJ0492  HISTORY     - 1947     GOOD             CGS
 GJ0492  HISTORY     - 1951     GOOD             CGS
 GJ0492  HISTORY     - 1957     POOR             CGS
 GJ0492  HISTORY     - 20080313 GOOD             AIRDAT
 GJ0492
 GJ0492                          STATION DESCRIPTION
 GJ0492
 GJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 GJ0492'ABOUT 9-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF MANCHESTER,
 GJ0492'IN SW 1/4 SEC. 25, T. 28 N., R. 9 W., ON LAND BELONGING TO
 GJ0492'JOHN BLOWEY (1902), ON HIGHEST POINT NEAR NORTH EDGE OF WHAT ARE
 GJ0492'KNOWN AS SAND HILLS.  UNDERGROUND MARK IS POINT OF 60-PENNY
 GJ0492'NAIL, PROJECTING 1/4 INCH, IN TOP OF PIECE OF 4-INCH TERRA-COTTA
 GJ0492'PIPE 2 FEET LONG FILLED WITH CONCRETE WITH TOP 2-1/2 FEET
 GJ0492'BELOW SURFACE.  OVER THIS IS 6 INCHES OF SAND.  SURFACE MARK IS
 GJ0492'SAME EXCEPT SET FLUSH WITH SURFACE AND SURROUNDED WITH
 GJ0492'CONCRETE.  REFERENCE MARK IS SAME AS SURFACE MARK, IN FENCE
 GJ0492'CORNER SOUTH OF QUARTER SECTION STONE COMMON TO SECS. 25 AND
 GJ0492'36, AND 536.00 METERS (1,758.5 FEET) FROM STATION
 GJ0492'S 340 DEG 13 MIN E.  QUARTER-SECTION CORNER IS 525.75
 GJ0492'METERS (1,724.9 FEET) FROM STATION S 07 DEG 41 MIN E.
 GJ0492
 GJ0492                          STATION RECOVERY (1934)
 GJ0492
 GJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0492'THE SITE OF THE ORIGINAL STATION WAS FOUND.  THE ONLY REMAINS
 GJ0492'OF THE STATION MARK WERE A FEW PIECES OF BROKEN TILE FOUND
 GJ0492'AFTER DIGGING AROUND IN THE SAND.  IT IS RECOMMENDED THAT
 GJ0492'THE STATION BE CONSIDERED AS DESTROYED.
 GJ0492
 GJ0492                          STATION RECOVERY (1934)
 GJ0492
 GJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GJ0492'ABOUT 8-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF MANCHESTER,
 GJ0492'OKLAHOMA, IN THE SW QUARTER OF SEC. 25, T. 28 N., R. 9 W.,
 GJ0492'ON LAND OWNED BY A RESIDENT OF WESTERN KANSAS.  THE SURFACE
 GJ0492'MARK HAS BEEN DESTROYED, AND THE SUB-SURFACE MARK IS GOOD
 GJ0492'EXCEPT THAT THERE IS NO NAIL IN THE CENTER OF THE TERRA-COTTA
 GJ0492'TILE.  A SMALL HOLE IS IN THE CENTER, WHETHER THIS HOLE WAS
 GJ0492'THE ORIGINAL LOCATION OF THE NAIL OR WAS MADE IN PLACE OF THE
 GJ0492'NAIL WAS NOT DETERMINED.  THE UNDERGROUND MARK IS ABOUT 2 FEET
 GJ0492'BELOW THE SURFACE.  GUY CROMWELL OF MANCHESTER, ASSISTED IN
 GJ0492'THIS RECOVERY.
 GJ0492'
 GJ0492'ORIGINAL DESCRIPTION GOOD.  THE FOLLOWING CAN BE ADDED- THE
 GJ0492'BEST AND MOST DIRECT WAY OF REACHING STATION IS BY WAY OF HOME
 GJ0492'OF GUY CROMWELL WHO LIVES IN THE NORTHEAST QUARTER OF THE
 GJ0492'ABOVE SECTION.  PASS HIS HOUSE AND THROUGH A PASTURE SOUTHWEST
 GJ0492'TO THE STATION.
 GJ0492'
 GJ0492'THE HOUSING OF AN AUTO DRIVE SHAFT WAS PLACED AS A LOCATION
 GJ0492'MARKER, 1 FOOT SOUTH OF THE MARK, PROJECTING 18 INCHES ABOVE
 GJ0492'GROUND.
 GJ0492'
 GJ0492'THE REFERENCE MARK SOUTH OF THE QUARTER SECTION CORNER COMMON
 GJ0492'TO SECTIONS 25 AND 36 WAS RECOVERED IN FENCE LINE OF EAST-WEST
 GJ0492'FENCE AT SMALL JOG IN FENCE LINE.  IT IS NOW FLUSH WITH THE
 GJ0492'GROUND.  ABOUT 2 INCHES OF TOP OF TILE AND INSIDE CONCRETE WAS
 GJ0492'BROKEN OFF.  THERE IS A SMALL HOLE IN CENTER.  IT WAS NOT
 GJ0492'DETERMINED WHETHER THIS IS THE ORIGINAL NAIL POSITION OR
 GJ0492'WAS MADE BY SOME OTHER MEANS.
 GJ0492
 GJ0492                          STATION RECOVERY (1935)
 GJ0492
 GJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 GJ0492'ABOUT 9-1/2 MILES SOUTH OF MANCHESTER, IN THE SOUTHWEST QUARTER
 GJ0492'OF SEC. 25, T. 28 N., R. 9 W.  THE UNDERGROUND MARK SET IN
 GJ0492'1902 WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.  THE
 GJ0492'REFERENCE SET IN 1902 WAS RECOVERED IN VERY POOR CONDITION, AND
 GJ0492'IN A POOR LOCATION FOR FUTURE USE.  IT IS NOW NEAR A GATE IN THE
 GJ0492'PASTURE AND HAS BEEN BADLY BROKEN BY WHEELS OF LOADED WAGONS
 GJ0492'PASSING OVER IT.  THE STATION AND REFERENCES ARE ON PROPERTY
 GJ0492'NOW OWNED BY MR. GUY CROMWELL.  THE STATION AND REFERENCE
 GJ0492'MARKS SET IN 1935 WERE STAMPED WITH THE NAME AND DATE.
 GJ0492'
 GJ0492'TO REACH FROM MANCHESTER, GO SOUTH ON THE MAIN HIGHWAY FOR 6.7
 GJ0492'MILES, PASSING LARGE CATHOLIC CHURCH ON THE WEST SIDE OF THE
 GJ0492'ROAD, CONTINUE FOR ABOUT 1 MILE SOUTH OF THE CHURCH ON THE MAIN
 GJ0492'HIGHWAY, TURN RIGHT AT CROSSROADS OR FORK AND GO WEST ON A
 GJ0492'DIRT ROAD FOR ABOUT 3 MILES TO CROSSROADS, THEN TURN SOUTH
 GJ0492'AND GO 1 MILE, THEN WEST ON A DIRT ROAD AND GO ABOUT 1.3 MILES
 GJ0492'TO GUY CROMWELLS HOME, BY THE ONLY ROAD PASSABLE IN A GENERALLY
 GJ0492'SOUTHWESTERLY DIRECTION.  THE STATION IS ABOUT 1/4 MILE WEST,
 GJ0492'IN A PASTURE, ON HIGH POINT NEAR NORTH EDGE ON WHAT ARE
 GJ0492'KNOWN AS SAND HILLS.
 GJ0492'
 GJ0492'SURFACE AND REFERENCE MARKS SET IN 1935 ARE STANDARD BRONZE
 GJ0492'DISKS SET IN CONCRETE.
 GJ0492'
 GJ0492'REFERENCE MARK NO.1 (1902), TILE BADLY BATTERED, IS IN
 GJ0492'PASTURE, AT GATE NEAR SOUTH FENCE.  DISTANCES FROM REFERENCE
 GJ0492'MARK NO.1 (1902) TO CERTAIN POINTS ARE- TO REFERENCE MARK NO.2
 GJ0492'(1935) 1042.3 METERS, TO REFERENCE MARK NO.3 (1935), 88.89
 GJ0492'METERS (291.58 FEET).
 GJ0492'
 GJ0492'REFERENCE MARK NO.2 (1935) IS ON THE FIRST HIGH SAND DUNE
 GJ0492'SOUTHWEST OF THE APPLE ORCHARD AND ABOUT 150 FEET WEST OF
 GJ0492'FENCE.
 GJ0492'
 GJ0492'REFERENCE MARK NO.3 (1935) IS ABOUT 3 FEET NORTH OF SOUTH
 GJ0492'PASTURE FENCE AND 290 FEET EAST OF GATE.  DISTANCE FROM
 GJ0492'REFERENCE MARK NO.3 (1935) TO REFERENCE MARK NO.2 (1935) IS
 GJ0492'1003 METERS.
 GJ0492'
 GJ0492'DISTANCES FROM THE STATION TO CERTAIN POINTS ARE-
 GJ0492'TO REFERENCE MARK NO.1 (1902), 536.00
 GJ0492'METERS (1758.5 FEET), TO REFERENCE MARK NO.2 (1935),
 GJ0492'682.10 METERS, TO REFERENCE MARK NO.3 (1935),
 GJ0492'554.25 METERS.
 GJ0492
 GJ0492                          STATION RECOVERY (1947)
 GJ0492
 GJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GJ0492'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 GJ0492'E.R.M. IN 1935.  NO ADDITIONAL DETAILS ARE NECESSARY.
 GJ0492
 GJ0492                          STATION RECOVERY (1951)
 GJ0492
 GJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0492'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AND ARE IN
 GJ0492'GOOD CONDITION.  REFERENCE MARK NO. 3 WAS STAMPED NO. 2 BUT
 GJ0492'WAS RESTAMPED NO 3 BY THIS PARTY.  FOLLOWING IS A NEW AND
 GJ0492'COMPLETE DESCRIPTION-
 GJ0492'
 GJ0492'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MANCHESTER AND
 GJ0492'IS ON PROPERTY OWNED BY MR. GUY CROMWELL.  IT IS SITUATED ON THE
 GJ0492'HIGHEST POINT OF A SANDY KNOLL, THIS KNOLL BEING PROMINENT AND IS
 GJ0492'AT THE SOUTHERN END OF A RANGE OF HILLS, LOCALLY KNOWN AS SAND
 GJ0492'HILLS.  IT IS STAMPED SAND HILL 1902 AND IS 12 INCHES BELOW
 GJ0492'THE SURFACE OF THE GROUND.
 GJ0492'
 GJ0492'REFERENCE MARK NO. 1 IS LOCATED JUST OUTSIDE OF A SOUTHWEST FENCE
 GJ0492'CORNER.  IT IS A 4-INCH TILE FILLED WITH CONCRETE, THE TOP
 GJ0492'OF IT BEING BROKEN OFF DOWN TO THE SURFACE OF THE GROUND BUT
 GJ0492'THE REMAINS IS STILL SOLID.
 GJ0492'
 GJ0492'REFERENCE MARK NO. 2 IS LOCATED ON THE HIGHEST POINT OF A
 GJ0492'SAND DUNE LAYING NORTHEAST OF THE STATION.  IT IS STAMPED SAND
 GJ0492'HILL NO 2 1902 AND PROJECTS 9 INCHES.
 GJ0492'
 GJ0492'REFERENCE MARK NO. 3 IS LOCATED ABOUT 300 FEET EAST OF REFERENCE
 GJ0492'MARK NO. 1 AND 2 FEET NORTH OF THE EAST-WEST FENCE.  IT IS
 GJ0492'STAMPED SAND HILL NO 3 1902 AND PROJECTS 2 INCHES.
 GJ0492'
 GJ0492'TO REACH THE STATION FROM THE SOUTH END OF THE TOWN OF BYRON,
 GJ0492'(0.4 MILE SOUTH OF THE POST OFFICE) GO DUE EAST ON A GRAVELED
 GJ0492'ROAD FOR 11.0 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 GJ0492'1.0 MILE TO ANOTHER CROSSROAD, TURN RIGHT AND GO WESTERLY
 GJ0492'FOR 1.3 MILES TO MR. CROMWELLS HOME.  CONTINUE WEST FOR 0.1
 GJ0492'MILE TO A GATE INTO A PASTURE, PASS THROUGH THE GATE, TURN
 GJ0492'RIGHT AND GO NORTH FOR 0.05 MILE, THENCE TURN LEFT AND GO
 GJ0492'WEST, FOLLOWING A TRACK ROAD THROUGH A SANDY WASH, FOR 0.3
 GJ0492'MILE.  TURN LEFT ON A DIM TRACK ROAD AND GO SOUTHERLY (PASSING
 GJ0492'TO THE RIGHT OF A GROVE OF TREES) FOR 0.2 MILE TO A GATE
 GJ0492'IN THE NORTHEAST CORNER OF A FENCE.  PASS THROUGH THE GATE
 GJ0492'AND CONTINUE SOUTHERLY FOR 0.25 MILE TO THE TOP OF THE KNOLL
 GJ0492'AND THE STATION AS DESCRIBED.  A 4-WHEEL DRIVE TRUCK
 GJ0492'IS NEEDED FOR THIS LAST MILEAGE AS IT IS VERY SANDY AND STEEP.
 GJ0492
 GJ0492                          STATION RECOVERY (1957)
 GJ0492
 GJ0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GJ0492'STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 GJ0492'BY ROBERT L. ENGDAHL IN 1951.  REFERENCE MARK 1 WAS RECOVERED
 GJ0492'AND FOUND TO BE IN VERY POOR CONDITION.  A 4 IN X 4 IN WHITE
 GJ0492'WITNESS POST WAS SET 6 FEET EAST OF THE STATION MARK.
 GJ0492
 GJ0492                          STATION RECOVERY (2008)
 GJ0492
 GJ0492'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GJ0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1042 ***********************************************************************
 GH1042  DESIGNATION -  SANDPORT
 GH1042  PID         -  GH1042
 GH1042  STATE/COUNTY-  OK/OSAGE
 GH1042  COUNTRY     -  US
 GH1042  USGS QUAD   -  WEKIWA (2018)
 GH1042
 GH1042                         *CURRENT SURVEY CONTROL
 GH1042  ______________________________________________________________________
 GH1042* NAD 83(1993) POSITION- 36 10 31.59595(N) 096 09 05.03630(W)   ADJUSTED
 GH1042* NAD 83(1993) ELLIP HT-   239.594 (meters)        (11/28/94)   ADJUSTED
 GH1042* NAVD 88 ORTHO HEIGHT -   267.6   (meters)      878.    (feet) VERTCON3
 GH1042  ______________________________________________________________________
 GH1042  GEOID HEIGHT    -        -28.636 (meters)                     GEOID18
 GH1042  NAD 83(1993) X  -   -552,359.922 (meters)                     COMP
 GH1042  NAD 83(1993) Y  - -5,125,045.700 (meters)                     COMP
 GH1042  NAD 83(1993) Z  -  3,744,064.932 (meters)                     COMP
 GH1042  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 GH1042  HORZ ORDER      -  SECOND
 GH1042  ELLP ORDER      -  FIFTH     CLASS I
 GH1042
 GH1042.This mark is at William R Pogue Mun Airport (0F8)
 GH1042
 GH1042.The horizontal coordinates were established by GPS observations
 GH1042.and adjusted by the National Geodetic Survey in November 1994.
 GH1042
 GH1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1042
 GH1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1042.GEOID18 height accuracy estimate available here.
 GH1042
 GH1042.Click photographs - Photos may exist for this station.
 GH1042
 GH1042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1042
 GH1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1042
 GH1042.The ellipsoidal height was determined by GPS observations
 GH1042.and is referenced to NAD 83.
 GH1042
 GH1042. The following values were computed from the NAD 83(1993) position.
 GH1042
 GH1042;                    North         East     Units Scale Factor Converg.
 GH1042;SPC OK N     -   132,001.996   766,287.597   MT  0.99994542   +1 05 27.4
 GH1042;SPC OK N     -   433,076.55  2,514,061.89   sFT  0.99994542   +1 05 27.4
 GH1042;UTM  14      - 4,007,169.019   756,200.045   MT  1.00040883   +1 40 56.4
 GH1042
 GH1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1042!SPC OK N     -   0.99996240  x   0.99994542  =   0.99990782
 GH1042!UTM  14      -   0.99996240  x   1.00040883  =   1.00037121
 GH1042
 GH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5620007169(NAD 83)
 GH1042
 GH1042                          SUPERSEDED SURVEY CONTROL
 GH1042
 GH1042  NAD 83(1986)-  36 10 31.60937(N)    096 09 05.02844(W) AD(       ) 2
 GH1042  NGVD 29 (11/30/89)  267.5    (m)  RAPSU86  model used  GPS OBS        
 GH1042
 GH1042.Superseded values are not recommended for survey control.
 GH1042
 GH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1042.See file dsdata.pdf to determine how the superseded data were derived.
 GH1042
 GH1042_MARKER: I = METAL ROD
 GH1042_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1042_STAMPING: SANDPORT 1989
 GH1042_MARK LOGO: NGS
 GH1042_PROJECTION: FLUSH
 GH1042_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1042+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2016
 GH1042_ROD/PIPE-DEPTH: 2.0 meters
 GH1042_SLEEVE-DEPTH  : 1.0 meters
 GH1042
 GH1042  HISTORY     - Date     Condition        Report By
 GH1042  HISTORY     - 1989     MONUMENTED       NGS
 GH1042  HISTORY     - 20051111 GOOD             GARVER
 GH1042  HISTORY     - 20080920 GOOD             3001
 GH1042  HISTORY     - 20161102 GOOD             NGS
 GH1042
 GH1042                          STATION DESCRIPTION
 GH1042
 GH1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GH1042'THE STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) NORTHWEST OF SAND
 GH1042'SPRINGS, AT THE SAND SPRINGS/WILLIAM R. POGUE MUNICIPAL AIRPORT, IN
 GH1042'THE NORTH END OF THE MIDDLE ONE OF THREE GRASS STRIPS BETWEEN THE
 GH1042'PARALLEL TAXIWAY AND THE RUNWAY.  OWNERSHIP--CITY OF SAND SPRINGS, C/O
 GH1042'AIRPORT MANAGER KENDALL MADISON, CITY HALL, P O BOX 338, SAND SPRINGS
 GH1042'OK 74063.  PHONE (918) 245-0873 OR HOME (918) 241-1820.
 GH1042'
 GH1042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GH1042'HIGHWAY 97 IN SOUTHWEST SAND SPRINGS, GO NORTHERLY FOR 7.4 KM
 GH1042'(4.60 MI) ON HIGHWAY 97 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GH1042'WESTERLY FOR 5.1 KM (3.15 MI) ON SHELL LAKE ROAD TO A PAVED ROAD LEFT.
 GH1042'TURN LEFT AND GO SOUTHERLY FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A
 GH1042'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 GH1042'AIRPORT ENTRANCE ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 GH1042'FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD, PASSING THE AIRPORT OFFICE ON
 GH1042'THE RIGHT AND AROUND A PARKING AREA, TO A TAXIWAY RIGHT.  TURN RIGHT
 GH1042'AND GO WEST FOR 0.2 KM (0.10 MI) ON THE TAXIWAY TO THE STATION ON THE
 GH1042'LEFT JUST PAST A PARALLEL TAXIWAY.
 GH1042'
 GH1042'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GH1042'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.0 METERS IN A GREASE
 GH1042'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GH1042'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GH1042'44.6 M (146.3 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY,
 GH1042'29.7 M (97.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 9.9 M
 GH1042'(32.5 FT) SOUTH FROM THE SOUTH EDGE OF A CONNECTING TAXIWAY, AND 2.2 M
 GH1042'(7.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF AN ILLUMINATED RUNWAY
 GH1042'INDICATOR SIGN.  DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 GH1042
 GH1042                          STATION RECOVERY (2005)
 GH1042
 GH1042'RECOVERY NOTE BY GARVER ENGINEERS 2005 (MCR)
 GH1042'RECOVERED IN GOOD CONDITION.
 GH1042
 GH1042                          STATION RECOVERY (2008)
 GH1042
 GH1042'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GH1042'RECOVERED IN GOOD CONDITION.
 GH1042
 GH1042                          STATION RECOVERY (2016)
 GH1042
 GH1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016
 GH1042'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1043 ***********************************************************************
 GH1043  DESIGNATION -  SANDPORT AZ MK
 GH1043  PID         -  GH1043
 GH1043  STATE/COUNTY-  OK/OSAGE
 GH1043  COUNTRY     -  US
 GH1043  USGS QUAD   -  WEKIWA (2018)
 GH1043
 GH1043                         *CURRENT SURVEY CONTROL
 GH1043  ______________________________________________________________________
 GH1043* NAD 83(1993) POSITION- 36 10 17.34658(N) 096 09 03.74049(W)   ADJUSTED
 GH1043* NAD 83(1993) ELLIP HT-   240.157 (meters)        (11/28/94)   ADJUSTED
 GH1043* NAVD 88 ORTHO HEIGHT -   268.6   (meters)      881.    (feet) VERTCON3
 GH1043  ______________________________________________________________________
 GH1043  GEOID HEIGHT    -        -28.639 (meters)                     GEOID18
 GH1043  NAD 83(1993) X  -   -552,355.552 (meters)                     COMP
 GH1043  NAD 83(1993) Y  - -5,125,307.373 (meters)                     COMP
 GH1043  NAD 83(1993) Z  -  3,743,710.709 (meters)                     COMP
 GH1043  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 GH1043  HORZ ORDER      -  SECOND
 GH1043  ELLP ORDER      -  FIFTH     CLASS I
 GH1043
 GH1043.This mark is at William R Pogue Mun Airport (0F8)
 GH1043
 GH1043.The horizontal coordinates were established by GPS observations
 GH1043.and adjusted by the National Geodetic Survey in November 1994.
 GH1043
 GH1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1043
 GH1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1043.GEOID18 height accuracy estimate available here.
 GH1043
 GH1043.Click photographs - Photos may exist for this station.
 GH1043
 GH1043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1043
 GH1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1043
 GH1043.The ellipsoidal height was determined by GPS observations
 GH1043.and is referenced to NAD 83.
 GH1043
 GH1043. The following values were computed from the NAD 83(1993) position.
 GH1043
 GH1043;                    North         East     Units Scale Factor Converg.
 GH1043;SPC OK N     -   131,563.511   766,328.335   MT  0.99994541   +1 05 28.2
 GH1043;SPC OK N     -   431,637.95  2,514,195.55   sFT  0.99994541   +1 05 28.2
 GH1043;UTM  14      - 4,006,730.773   756,245.327   MT  1.00040912   +1 40 56.6
 GH1043
 GH1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1043!SPC OK N     -   0.99996231  x   0.99994541  =   0.99990772
 GH1043!UTM  14      -   0.99996231  x   1.00040912  =   1.00037141
 GH1043
 GH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF5624506730(NAD 83)
 GH1043
 GH1043                          SUPERSEDED SURVEY CONTROL
 GH1043
 GH1043  NAD 83(1986)-  36 10 17.35614(N)    096 09 03.73850(W) AD(       ) 2
 GH1043  NGVD 29 (11/30/89)  268.4    (m)  RAPSU86  model used  GPS OBS        
 GH1043
 GH1043.Superseded values are not recommended for survey control.
 GH1043
 GH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1043.See file dsdata.pdf to determine how the superseded data were derived.
 GH1043
 GH1043_MARKER: I = METAL ROD
 GH1043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1043_STAMPING: SANDPORT AZ MK 1989
 GH1043_MARK LOGO: NGS
 GH1043_PROJECTION: FLUSH
 GH1043_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1043+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2016
 GH1043_ROD/PIPE-DEPTH: 1.6 meters
 GH1043_SLEEVE-DEPTH  : 0.9 meters
 GH1043
 GH1043  HISTORY     - Date     Condition        Report By
 GH1043  HISTORY     - 1989     MONUMENTED       NGS
 GH1043  HISTORY     - 20161102 GOOD             NGS
 GH1043
 GH1043                          STATION DESCRIPTION
 GH1043
 GH1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GH1043'THE STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) NORTHWEST OF SAND
 GH1043'SPRINGS, AT THE SAND SPRINGS/WILLIAM R. POGUE MUNICIPAL AIRPORT, IN
 GH1043'THE SOUTH END OF THE MIDDLE ONE OF THREE GRASS STRIPS BETWEEN THE
 GH1043'PARALLEL TAXIWAY AND RUNWAY.  OWNERSHIP--CITY OF SAND SPRINGS, C/O
 GH1043'AIRPORT MANAGER KENDALL MADISON, CITY HALL, P O BOX 338, SAND SPRINGS
 GH1043'OK 74063.  PHONE (918) 245-0873 OR HOME (918) 241-1820.
 GH1043'
 GH1043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GH1043'HIGHWAY 97 IN SOUTHWEST SAND SPRINGS, GO NORTHERLY FOR 7.4 KM
 GH1043'(4.60 MI) ON HIGHWAY 97 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 GH1043'WESTERLY FOR 5.1 KM (3.15 MI) ON SHELL LAKE ROAD TO A PAVED ROAD LEFT.
 GH1043'TURN LEFT AND GO SOUTHERLY FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A
 GH1043'PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 GH1043'AIRPORT ENTRANCE ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 GH1043'FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD, PASSING THE AIRPORT OFFICE ON
 GH1043'THE LEFT AND AROUND A PARKING AREA, TO A TAXIWAY RIGHT.  TURN RIGHT
 GH1043'AND GO WEST FOR 0.2 KM (0.10 MI) ON THE TAXIWAY TO A PARALLEL TAXIWAY.
 GH1043'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO
 GH1043'THE STATION ON THE RIGHT JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 GH1043'
 GH1043'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GH1043'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.6 METERS IN A GREASE
 GH1043'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A PVC PIPE
 GH1043'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GH1043'47.4 M (155.5 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY.
 GH1043'19.7 M (64.6 FT) EAST FROM THE SOUTHEAST CORNER OF AN ILLUMINATED
 GH1043'TAXIWAY INDICATOR SIGN, AND 11.8 M (38.7 FT) NORTH FROM THE NORTH EDGE
 GH1043'OF A CONNECTING TAXIWAY.  DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 GH1043
 GH1043                          STATION RECOVERY (2016)
 GH1043
 GH1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (MJR)
 GH1043'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0838 ***********************************************************************
 EL0838  DESIGNATION -  SANDY
 EL0838  PID         -  EL0838
 EL0838  STATE/COUNTY-  OK/MCCLAIN
 EL0838  COUNTRY     -  US
 EL0838  USGS QUAD   -  WANETTE (2018)
 EL0838
 EL0838                         *CURRENT SURVEY CONTROL
 EL0838  ______________________________________________________________________
 EL0838* NAD 83(1993) POSITION- 34 53 02.46897(N) 097 06 31.42006(W)   ADJUSTED
 EL0838* NAVD 88 ORTHO HEIGHT -   337.07  (+/-2cm)     1105.9   (feet) VERTCON3
 EL0838  ______________________________________________________________________
 EL0838  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 EL0838  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 EL0838  HORZ ORDER      -  THIRD
 EL0838  VERT ORDER      -  THIRD ? (See Below)
 EL0838
 EL0838.The horizontal coordinates were established by classical geodetic methods
 EL0838.and adjusted by the National Geodetic Survey in November 1994.
 EL0838
 EL0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0838
 EL0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0838.GEOID18 height accuracy estimate available here.
 EL0838
 EL0838.The vertical order pertains to the NGVD 29 superseded value.
 EL0838
 EL0838.Click photographs - Photos may exist for this station.
 EL0838
 EL0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0838
 EL0838. The following values were computed from the NAD 83(1993) position.
 EL0838
 EL0838;                    North         East     Units Scale Factor Converg.
 EL0838;SPC OK S     -   172,368.607   681,472.079   MT  0.99994959   +0 30 21.2
 EL0838;SPC OK S     -   565,512.67  2,235,796.31   sFT  0.99994959   +0 30 21.2
 EL0838;UTM  14      - 3,861,813.133   672,835.825   MT  0.99996818   +1 04 54.9
 EL0838
 EL0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0838!SPC OK S     -   0.99995116  x   0.99994959  =   0.99990076
 EL0838!UTM  14      -   0.99995116  x   0.99996818  =   0.99991935
 EL0838
 EL0838:                Primary Azimuth Mark                     Grid Az
 EL0838:SPC OK S     -  SANDY AZ MK                              272 06 29.1
 EL0838:UTM  14      -  SANDY AZ MK                              271 31 55.4
 EL0838
 EL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7283561813(NAD 83)
 EL0838
 EL0838|---------------------------------------------------------------------|
 EL0838| PID    Reference Object                     Distance      Geod. Az  |
 EL0838|                                                           dddmmss.s |
 EL0838| EL0837 TV STATION KVSO RELAY MAST          APPROX. 0.5 KM 1201812.7 |
 EL0838| CY2213 SANDY RM 1                            8.514 METERS 25608     |
 EL0838| CY2212 SANDY AZ MK                                        2723650.3 |
 EL0838| CY2214 SANDY RM 2                           29.581 METERS 35128     |
 EL0838|---------------------------------------------------------------------|
 EL0838
 EL0838                          SUPERSEDED SURVEY CONTROL
 EL0838
 EL0838  NAD 83(1986)-  34 53 02.47360(N)    097 06 31.40535(W) AD(       ) 3
 EL0838  NAD 27      -  34 53 02.19691(N)    097 06 30.32863(W) AD(       ) 3
 EL0838  NGVD 29             336.98   (m)         1105.6    (f) LEVELING    3  
 EL0838
 EL0838.Superseded values are not recommended for survey control.
 EL0838
 EL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0838.See file dsdata.pdf to determine how the superseded data were derived.
 EL0838
 EL0838_MARKER: DS = TRIANGULATION STATION DISK
 EL0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0838_STAMPING: SANDY 1957
 EL0838_MARK LOGO: CGS
 EL0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0838+STABILITY: SURFACE MOTION
 EL0838
 EL0838  HISTORY     - Date     Condition        Report By
 EL0838  HISTORY     - 1957     MONUMENTED       CGS
 EL0838
 EL0838                          STATION DESCRIPTION
 EL0838
 EL0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0838'STATION IS ABOUT 5 MILES SOUTHEAST OF ROSEDALE, ON A BARE
 EL0838'EAST-WEST RIDGE, IN SECTION 29, T 5 N, R 2 E., ON THE RIGHT-OF-WAY
 EL0838'OF STATE HIGHWAY 59.
 EL0838'
 EL0838'REACHED FROM THE MAIN INTERSECTION IN ROSEDALE, GO SOUTHEASTERLY
 EL0838'ON STATE HIGHWAY 59 FOR 5.9 MILES TO THE AZIMUTH MARK ON
 EL0838'THE LEFT, CONTINUE EAST ON THE HIGHWAY FOR 0.4 MILE TO THE
 EL0838'STATION MARK ON THE RIGHT.
 EL0838'
 EL0838'STATION MARKS ARE STANDARD DISKS, STAMPED SANDY 1957.  SURFACE
 EL0838'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 EL0838'WHICH PROJECTS 5 INCHES.  IT IS 159 FEET WEST OF A POWERLINE
 EL0838'POLE, 100 FEET SOUTHEAST OF THE SOUTH END OF A GATE, 47
 EL0838'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 59 AND 6 FEET
 EL0838'NORTH OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS
 EL0838'POST WAS SET 3 FEET EAST OF THE MARK.  THE UNDERGROUND MARK
 EL0838'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 EL0838'THE GROUND SURFACE.
 EL0838'
 EL0838'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SANDY NO 1
 EL0838'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 EL0838'WHICH PROJECTS 6 INCHES.  IT IS 96 FEET SOUTH OF THE SOUTH
 EL0838'GATE POST OF A GATE, 53 FEET SOUTH OF THE CENTER OF THE
 EL0838'HIGHWAY AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 EL0838'
 EL0838'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED, SANDY NO 2
 EL0838'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 EL0838'WHICH PROJECTS 6 INCHES.  IT IS 48 FEET NORTH OF THE CENTER
 EL0838'OF THE HIGHWAY, 29 FEET EAST OF A GATE, 14 FEET EAST OF A
 EL0838'TELEPHONE POLE AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.
 EL0838'
 EL0838'AZIMUTH MARK IS A STANDARD DISK, STAMPED SANDY 1957, SET
 EL0838'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 EL0838'5 INCHES.  IT IS 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 EL0838'59 AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 EL0838'WHITE WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE MARK.
 EL0838'
 EL0838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1118 ***********************************************************************
 FH1118  DESIGNATION -  SANDY
 FH1118  PID         -  FH1118
 FH1118  STATE/COUNTY-  OK/HASKELL
 FH1118  COUNTRY     -  US
 FH1118  USGS QUAD   -  PORUM (2018)
 FH1118
 FH1118                         *CURRENT SURVEY CONTROL
 FH1118  ______________________________________________________________________
 FH1118* NAD 83(1993) POSITION- 35 17 42.88205(N) 095 21 49.78708(W)   ADJUSTED
 FH1118* NAVD 88 ORTHO HEIGHT -   228.23  (+/-2cm)      748.8   (feet) VERTCON3
 FH1118  ______________________________________________________________________
 FH1118  GEOID HEIGHT    -        -30.278 (meters)                     GEOID18
 FH1118  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 FH1118  HORZ ORDER      -  FIRST
 FH1118  VERT ORDER      -  THIRD ? (See Below)
 FH1118
 FH1118.The horizontal coordinates were established by classical geodetic methods
 FH1118.and adjusted by the National Geodetic Survey in November 1994.
 FH1118
 FH1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1118
 FH1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1118.GEOID18 height accuracy estimate available here.
 FH1118
 FH1118.The vertical order pertains to the NGVD 29 superseded value.
 FH1118
 FH1118.Click photographs - Photos may exist for this station.
 FH1118
 FH1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1118
 FH1118. The following values were computed from the NAD 83(1993) position.
 FH1118
 FH1118;                    North         East     Units Scale Factor Converg.
 FH1118;SPC OK S     -   220,761.127   839,759.377   MT  1.00001282   +1 29 46.8
 FH1118;SPC OK S     -   724,280.46  2,755,110.56   sFT  1.00001282   +1 29 46.8
 FH1118;UTM  15      - 3,908,348.174   285,053.847   MT  1.00016942   -1 21 58.8
 FH1118
 FH1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1118!SPC OK S     -   0.99996893  x   1.00001282  =   0.99998175
 FH1118!UTM  15      -   0.99996893  x   1.00016942  =   1.00013834
 FH1118
 FH1118:                Primary Azimuth Mark                     Grid Az
 FH1118:SPC OK S     -  SANDY AZ MK                              161 47 38.2
 FH1118:UTM  15      -  SANDY AZ MK                              164 39 23.8
 FH1118
 FH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8505308348(NAD 83)
 FH1118
 FH1118|---------------------------------------------------------------------|
 FH1118| PID    Reference Object                     Distance      Geod. Az  |
 FH1118|                                                           dddmmss.s |
 FH1118| CI2276 SANDY RM 1                           11.905 METERS 12945     |
 FH1118| CI2275 SANDY AZ MK                                        1631725.0 |
 FH1118| CI2277 SANDY RM 2                           25.018 METERS 26642     |
 FH1118|---------------------------------------------------------------------|
 FH1118
 FH1118                          SUPERSEDED SURVEY CONTROL
 FH1118
 FH1118  NAD 83(1986)-  35 17 42.89627(N)    095 21 49.77977(W) AD(       ) 1
 FH1118  NAD 27      -  35 17 42.54800(N)    095 21 48.87700(W) AD(       ) 1
 FH1118  NGVD 29             228.12   (m)          748.4    (f) LEVELING    3  
 FH1118
 FH1118.Superseded values are not recommended for survey control.
 FH1118
 FH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1118.See file dsdata.pdf to determine how the superseded data were derived.
 FH1118
 FH1118_MARKER: DS = TRIANGULATION STATION DISK
 FH1118_SETTING: 66 = SET IN ROCK OUTCROP
 FH1118_STAMPING: SANDY 1940
 FH1118_MARK LOGO: CGS
 FH1118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1118+STABILITY: POSITION/ELEVATION WELL
 FH1118
 FH1118  HISTORY     - Date     Condition        Report By
 FH1118  HISTORY     - 1940     MONUMENTED       CGS
 FH1118  HISTORY     - 1959     GOOD             CGS
 FH1118  HISTORY     - 1960     GOOD             USGS
 FH1118
 FH1118                          STATION DESCRIPTION
 FH1118
 FH1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1118'THE STATION IS LOCATED IN HASKELL COUNTY, ABOUT 5 MILES
 FH1118'NNE OF ENTERPRISE AND ABOUT 2-1/2 MILES NE OF BROOKEN.  IT
 FH1118'IS ON THE HIGHEST PART OF A LOW, BARE RIDGE, ABOUT 1.7 MILES
 FH1118'NNW OF SANDY RIDGE SCHOOL, ON THE PROPERTY OF HOMER GRAY.
 FH1118'
 FH1118'STATION AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH1118'HOLES IN OUTCROPPING BEDROCK.
 FH1118'
 FH1118'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 FH1118'IN BOULDERS.
 FH1118'
 FH1118'THE STATION IS 25 FEET NW OF A DOUBLE, 12-INCH HICKORY TREE
 FH1118'AND 45 FEET NNW OF A 10-INCH CEDAR TREE.  IT IS SET IN BEDROCK
 FH1118'8 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 FH1118'SANDY 1940.
 FH1118'
 FH1118'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 FH1118'STATION, 14 FEET SE OF A DOUBLE, 12-INCH HICKORY TREE, SET
 FH1118'IN A BOULDER.  IT IS STAMPED SANDY NO.1, 1940.  REFERENCE
 FH1118'MARK NO.2 IS ABOUT 1/2 METER LOWER THAN THE STATION, IN
 FH1118'A CLUMP OF SMALL OAK TREES.  IT IS SET IN A BOULDER AND IS
 FH1118'STAMPED SANDY NO.2, 1940.
 FH1118'
 FH1118'THE AZIMUTH MARK IS ABOUT 0.25 MILE SE OF THE STATION, 6
 FH1118'FEET W OF THE CENTER LINE OF A N-S ROAD, 25 YARDS SW OF
 FH1118'THE RESIDENCE OF WILLIE RUST AND IN A N-S FENCE LINE.  IT
 FH1118'IS SET IN BEDROCK, FLUSH WITH THE GROUND AND IS STAMPED
 FH1118'SANDY 1940.
 FH1118'
 FH1118'TO REACH THE STATION FROM WHITEFIELD GO W FOR 7.0 MILES TO
 FH1118'A ROAD LEADING N, TURN N AND GO 1.75 MILES TO THE SANDY
 FH1118'RIDGE SCHOOL ON THE E SIDE OF THE ROAD.  CONTINUE N FOR
 FH1118'1.25 MILES TO A CROSS ROAD.  CONTINUE N FOR 0.05 MILE TO
 FH1118'THE AZIMUTH MARK ON THE W SIDE OF THE ROAD.  CONTINUE N FOR
 FH1118'0.15 MILE TO A GATE ON THE W SIDE OF THE ROAD.  PASS THROUGH
 FH1118'THE GATE AND FOLLOW DIM TRACK ROAD NW FOR 0.2 MILE TO HIGHEST
 FH1118'PART OF RIDGE AND STATION.
 FH1118
 FH1118                          STATION RECOVERY (1959)
 FH1118
 FH1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1118'THIS STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1118'THE CORPS OF ENGINEERS HAVE BUILT A LARGE MAINTENANCE AND
 FH1118'OFFICE BUILDING ABOUT 0.1 MILE NORTHWEST OF THE STATION.
 FH1118'A GUARD RAIL HAS BEEN ERECTED AROUND THE STATION MARK.
 FH1118'THE CORNER POSTS HAVE BEEN SET IN CONCRETE, THE SIDE RAILS
 FH1118'ARE ABOUT 8 FEET LONG AND ARE ABOUT 3 FEET ABOVE THE GROUND.
 FH1118'
 FH1118'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH OF THE RIGHT ANGLE
 FH1118'TURN IN SECTION LINE ROADS TO SOUTHEAST OF THE STATION.  THE
 FH1118'MARK IS IN OUTCROPPING BEDROCK, ABOUT 35 FEET SOUTHWEST OF
 FH1118'A TELEPHONE POLE AND ABOUT 4 FEET EAST OF THE EAST TRACK
 FH1118'OF THE TRACK ROAD.
 FH1118'
 FH1118'TO REACH THE STATION FROM ENTERPRISE, FROM THE JUNCTION
 FH1118'OF STATE HIGHWAYS 9 AND 71, GO NORTH, NORTHEAST AND NORTH
 FH1118'ON GRAVEL ROAD (ROAD UNDER CONSTRUCTION IN 1959) FOR 5.0
 FH1118'MILES TO A DRIVEWAY ON THE RIGHT, TURN RIGHT FOR 0.1 MILE
 FH1118'TO ENGINEERS BUILDING, PASS TO THE LEFT OF THE BUILDING
 FH1118'AND GO SOUTH-SOUTHEAST FOR ABOUT 0.1 MILE TO STATION IN
 FH1118'CENTER OF GUARD RAILS.
 FH1118
 FH1118                          STATION RECOVERY (1960)
 FH1118
 FH1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FH1118'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 FH1118'
 FH1118'STATION IS LOCATED 0.4 MILE N AND 12.2 MILES E OF EUFAULA,
 FH1118'T 10 N., R 18 E IN NE 1/4 OF SE 1/4 SEC. 35, 358 FEET E OF
 FH1118'SE CORNER OF U.S. ARMY ENGINEERS ADMINISTRATION BLDG, AT
 FH1118'THE E SIDE OF A SMALL CLUMP OF BRUSH, SET IN BEDROCK 8 INCHES
 FH1118'BELOW THE GROUND SURFACE AND ENCLOSED IN A SQUARE IRON PIPE
 FH1118'FENCE.  MARK IS A STANDARD DISK STAMPED SANDY 1940 AND PAINTED
 FH1118'USBM 748.4.
 FH1118'
 FH1118'R.M. 1 IS 39 FEET E OF STATION AND SET IN BOULDER STAMPED SANDY
 FH1118'NO 1 1940 WITH STANDARD DISK.  R.M. 2 IS 81 FEET WSW OF
 FH1118'STATION, IN A CLUMP OF SMALL BRUSH AND TREES, AND IS A STANDARD
 FH1118'DISK SET IN A BOULDER STAMPED SANDY NO 2 1940.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0556 ***********************************************************************
 GJ0556  DESIGNATION -  SANDY
 GJ0556  PID         -  GJ0556
 GJ0556  STATE/COUNTY-  OK/BLAINE
 GJ0556  COUNTRY     -  US
 GJ0556  USGS QUAD   -  SOUTHARD (2018)
 GJ0556
 GJ0556                         *CURRENT SURVEY CONTROL
 GJ0556  ______________________________________________________________________
 GJ0556* NAD 83(1993) POSITION- 36 04 18.94524(N) 098 29 42.66240(W)   ADJUSTED
 GJ0556* NAVD 88 ORTHO HEIGHT -   515.    (meters)     1690.    (feet) SCALED
 GJ0556  ______________________________________________________________________
 GJ0556  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 GJ0556  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 GJ0556  HORZ ORDER      -  FIRST
 GJ0556
 GJ0556.The horizontal coordinates were established by classical geodetic methods
 GJ0556.and adjusted by the National Geodetic Survey in November 1994.
 GJ0556
 GJ0556.The orthometric height was scaled from a topographic map.
 GJ0556
 GJ0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0556.GEOID18 height accuracy estimate available here.
 GJ0556
 GJ0556.Click photographs - Photos may exist for this station.
 GJ0556
 GJ0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0556
 GJ0556. The following values were computed from the NAD 83(1993) position.
 GJ0556
 GJ0556;                    North         East     Units Scale Factor Converg.
 GJ0556;SPC OK N     -   119,047.156   555,395.531   MT  0.99994679   -0 17 32.0
 GJ0556;SPC OK N     -   390,573.88  1,822,160.17   sFT  0.99994679   -0 17 32.0
 GJ0556;UTM  14      - 3,992,044.415   545,456.695   MT  0.99962546   +0 17 50.1
 GJ0556
 GJ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0556!SPC OK N     -   0.99992343  x   0.99994679  =   0.99987023
 GJ0556!UTM  14      -   0.99992343  x   0.99962546  =   0.99954892
 GJ0556
 GJ0556:                Primary Azimuth Mark                     Grid Az
 GJ0556:SPC OK N     -  SANDY AZ MK                              089 47 43.1
 GJ0556:UTM  14      -  SANDY AZ MK                              089 12 21.0
 GJ0556
 GJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE4545692044(NAD 83)
 GJ0556
 GJ0556|---------------------------------------------------------------------|
 GJ0556| PID    Reference Object                     Distance      Geod. Az  |
 GJ0556|                                                           dddmmss.s |
 GJ0556| GJ0557 HOMESTEAD FARMERS CO OP ELEV        APPROX.13.0 KM 0482108.8 |
 GJ0556| CL3951 SANDY RM 1                           25.787 METERS 05533     |
 GJ0556| CL3950 SANDY AZ MK                                        0893011.1 |
 GJ0556| GJ0555 SOUTHARD U S GYPSUM CO TANK         APPROX. 2.8 KM 1330642.7 |
 GJ0556| GJ0577 CANTON EAST MUN WATER TANK          APPROX. 8.7 KM 2565015.4 |
 GJ0556| GJ0578 CANTON GRAIN CO ELEVATOR            APPROX. 8.8 KM 2573200.7 |
 GJ0556| GJ0579 CANTON WEST MUN WATER TANK          APPROX.11.3 KM 2603747.1 |
 GJ0556| CL3952 SANDY RM 2                           27.128 METERS 29944     |
 GJ0556|---------------------------------------------------------------------|
 GJ0556
 GJ0556                          SUPERSEDED SURVEY CONTROL
 GJ0556
 GJ0556  NAD 83(1986)-  36 04 18.94957(N)    098 29 42.64713(W) AD(       ) 1
 GJ0556  NAD 27      -  36 04 18.81229(N)    098 29 41.35882(W) AD(       ) 1
 GJ0556
 GJ0556.Superseded values are not recommended for survey control.
 GJ0556
 GJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0556.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0556
 GJ0556_MARKER: DS = TRIANGULATION STATION DISK
 GJ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0556_STAMPING: SANDY 1963
 GJ0556_MARK LOGO: CGS
 GJ0556_PROJECTION: FLUSH
 GJ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0556+STABILITY: SURFACE MOTION
 GJ0556
 GJ0556  HISTORY     - Date     Condition        Report By
 GJ0556  HISTORY     - 1963     MONUMENTED       CGS
 GJ0556
 GJ0556                          STATION DESCRIPTION
 GJ0556
 GJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0556'THE STATION IS ABOUT 5-1/4 MILES EAST AND 1 MILE NORTH OF CANTON,
 GJ0556'ON THE SOUTH RIGHT-OF-WAY OF A COUNTY ROAD.
 GJ0556'
 GJ0556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 58
 GJ0556'IN CANTON, GO EAST AND NORTHEAST ON HIGHWAYS 51 AND 58 FOR 1.0 MILE
 GJ0556'TO THEIR JUNCTION.  BEAR RIGHT AND CONTINUE EAST ON HIGHWAY 51 FOR
 GJ0556'4.5 MILES TO A CROSSROADS, 0.25 MILE WEST OF THE JUNCTION OF STATE
 GJ0556'HIGHWAYS 51 AND 51A.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO A
 GJ0556'CROSSROADS AND THE STATION ON THE LEFT.
 GJ0556'
 GJ0556'THE STATION MARK IS A STANDARD DISK, STAMPED SANDY 1963, SET IN THE
 GJ0556'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0556'8.5 FEET NORTH OF A SOUTH RIGHT-OF-WAY FENCE, 23.8 FEET SOUTH OF
 GJ0556'THE CENTERLINE OF THE ROAD, 2.9 FEET SOUTHEAST OF A WITNESS POST,
 GJ0556'271 FEET WEST OF THE INTERSECTION OF THE CENTERLINE OF THE
 GJ0556'CROSSROAD, 52.6 FEET SOUTH OF A NORTH RIGHT-OF-WAY FENCE AND
 GJ0556'ABOUT 4 FEET HIGHER THAN THE ROAD.
 GJ0556'
 GJ0556'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SANDY NO 1 1963, SET
 GJ0556'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GJ0556'IT IS 24.8 FEET NORTH AND 5 FEET HIGHER THAN THE CENTERLINE OF THE
 GJ0556'ROAD, 3.2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND AT ABOUT
 GJ0556'THE SAME ELEVATION AS THE STATION.
 GJ0556'
 GJ0556'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SANDY NO 2 1963, SET IN
 GJ0556'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 GJ0556'IS 10.4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 20.6 FEET NORTH
 GJ0556'OF THE CENTERLINE OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE
 GJ0556'STATION.
 GJ0556'
 GJ0556'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SANDY 1963, SET IN THE
 GJ0556'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0556'ABOUT 0.05 MILE WEST OF THE TOP OF A GRADE, 27.4 FEET NORTH OF THE
 GJ0556'CENTERLINE OF AN EAST-WEST GRADED ROAD, 1.3 FEET NORTH OF A
 GJ0556'WITNESS POST, 10.5 FEET WEST OF AN 18-INCH OAK TREE AND ABOUT 4
 GJ0556'FEET ABOVE THE ROAD.  TO REACH THE MARK FROM THE STATION GO EAST ON
 GJ0556'THE GRADED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0716 ***********************************************************************
 GJ0716  DESIGNATION -  SANTA
 GJ0716  PID         -  GJ0716
 GJ0716  STATE/COUNTY-  OK/ELLIS
 GJ0716  COUNTRY     -  US
 GJ0716  USGS QUAD   -  GOODWIN (2018)
 GJ0716
 GJ0716                         *CURRENT SURVEY CONTROL
 GJ0716  ______________________________________________________________________
 GJ0716* NAD 83(1993) POSITION- 36 07 58.77609(N) 099 58 52.19576(W)   ADJUSTED
 GJ0716* NAVD 88 ORTHO HEIGHT -   788.0   (meters)     2585.    (feet) VERTCON3
 GJ0716  ______________________________________________________________________
 GJ0716  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GJ0716  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 GJ0716  HORZ ORDER      -  FIRST
 GJ0716
 GJ0716.The horizontal coordinates were established by classical geodetic methods
 GJ0716.and adjusted by the National Geodetic Survey in November 1994.
 GJ0716
 GJ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0716
 GJ0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0716.GEOID18 height accuracy estimate available here.
 GJ0716
 GJ0716.Click photographs - Photos may exist for this station.
 GJ0716
 GJ0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0716
 GJ0716. The following values were computed from the NAD 83(1993) position.
 GJ0716
 GJ0716;                    North         East     Units Scale Factor Converg.
 GJ0716;SPC OK N     -   127,528.099   421,693.297   MT  0.99994559   -1 10 09.0
 GJ0716;SPC OK N     -   418,398.44  1,383,505.43   sFT  0.99994559   -1 10 09.0
 GJ0716;SPC TX N     - 1,237,685.193   336,706.489   MT  0.99998865   +0 52 48.8
 GJ0716;SPC TX N     - 4,060,638.84  1,104,677.87   sFT  0.99998865   +0 52 48.8
 GJ0716;UTM  14      - 3,999,145.276   411,717.276   MT  0.99969603   -0 34 42.9
 GJ0716
 GJ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0716!SPC OK N     -   0.99988077  x   0.99994559  =   0.99982637
 GJ0716!SPC TX N     -   0.99988077  x   0.99998865  =   0.99986943
 GJ0716!UTM  14      -   0.99988077  x   0.99969603  =   0.99957684
 GJ0716
 GJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1171799145(NAD 83)
 GJ0716
 GJ0716|---------------------------------------------------------------------|
 GJ0716| PID    Reference Object                     Distance      Geod. Az  |
 GJ0716|                                                           dddmmss.s |
 GJ0716| CL3955 SANTA RM 1                           32.610 METERS 05902     |
 GJ0716| CL3956 SANTA RM 2                           91.710 METERS 22255     |
 GJ0716|---------------------------------------------------------------------|
 GJ0716
 GJ0716                          SUPERSEDED SURVEY CONTROL
 GJ0716
 GJ0716  NAD 83(1986)-  36 07 58.78280(N)    099 58 52.18380(W) AD(       ) 1
 GJ0716  NAD 27      -  36 07 58.63100(N)    099 58 50.74300(W) AD(       ) 1
 GJ0716  NGVD 29 (07/19/86)  787.7    (m)         2584.     (f) VERT ANG       
 GJ0716
 GJ0716.Superseded values are not recommended for survey control.
 GJ0716
 GJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0716.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0716
 GJ0716_MARKER: DS = TRIANGULATION STATION DISK
 GJ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0716_STAMPING: SANTA 1927
 GJ0716_MARK LOGO: CGS
 GJ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0716+STABILITY: SURFACE MOTION
 GJ0716
 GJ0716  HISTORY     - Date     Condition        Report By
 GJ0716  HISTORY     - 1927     MONUMENTED       CGS
 GJ0716  HISTORY     - 1963     MARK NOT FOUND   CGS
 GJ0716
 GJ0716                          STATION DESCRIPTION
 GJ0716
 GJ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0716'ABOUT 2-1/2 MI. E AND 3/4 MI. N OF HIGGINS, 1.3 MI. E OF THE
 GJ0716'OLD STATE LINE, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GJ0716'RIGHT-OF-WAY, AT THE S SIDE OF THE TRACKS ON THE HIGHEST POINT
 GJ0716'WHERE THE DIRT HAS BEEN THROWN BACK FROM A CUT, ABOUT 1/3 MI.
 GJ0716'N OF HIGHWAY 13, AND ABOUT 250 FT. W OF A FENCE LINE.
 GJ0716'
 GJ0716'STATION IS REACHED FROM HIGGINS, BY TEXAS HIGHWAY 33 TO THE
 GJ0716'OLD STATE LINE, THENCE E ON OKLAHOMA HIGHWAY 13 FOR 1.3 MI.
 GJ0716'TO A POINT OPPOSITE THE STATION.
 GJ0716'
 GJ0716'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 GJ0716'SET IN CONCRETE.  UNDERGROUND MARK IS 3 FT. BELOW SURFACE.
 GJ0716'
 GJ0716'REFERENCE MARK 1 IS 32.61 M. (107.0 FT.) FROM THE STATION
 GJ0716'N 58 DEG 02 MIN E.
 GJ0716'
 GJ0716'REFERENCE MARK 2 IS 91.71 M. (300.9 FT.) FROM THE STATION
 GJ0716'S 42 DEG 55 MIN W.  ELEVATION OF STATION IS 787.7 M.
 GJ0716'(2584 FT.).
 GJ0716
 GJ0716                          STATION RECOVERY (1963)
 GJ0716
 GJ0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0716'THE STATION AND ALL MARKS WERE NOT RECOVERED.  A NEW STATION,
 GJ0716'SANTA 2 1963 WAS ESTABLISHED NEAR THE SAME LOCATION AS SANTA 1927.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0719 ***********************************************************************
 GJ0719  DESIGNATION -  SANTA 2
 GJ0719  PID         -  GJ0719
 GJ0719  STATE/COUNTY-  OK/ELLIS
 GJ0719  COUNTRY     -  US
 GJ0719  USGS QUAD   -  GOODWIN (2018)
 GJ0719
 GJ0719                         *CURRENT SURVEY CONTROL
 GJ0719  ______________________________________________________________________
 GJ0719* NAD 83(1993) POSITION- 36 07 58.80750(N) 099 58 52.12209(W)   ADJUSTED
 GJ0719* NAVD 88 ORTHO HEIGHT -   788.    (meters)     2585.    (feet) SCALED
 GJ0719  ______________________________________________________________________
 GJ0719  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GJ0719  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 GJ0719  HORZ ORDER      -  FIRST
 GJ0719
 GJ0719.The horizontal coordinates were established by classical geodetic methods
 GJ0719.and adjusted by the National Geodetic Survey in November 1994.
 GJ0719
 GJ0719.The orthometric height was scaled from a topographic map.
 GJ0719
 GJ0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0719.GEOID18 height accuracy estimate available here.
 GJ0719
 GJ0719.Click photographs - Photos may exist for this station.
 GJ0719
 GJ0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0719
 GJ0719. The following values were computed from the NAD 83(1993) position.
 GJ0719
 GJ0719;                    North         East     Units Scale Factor Converg.
 GJ0719;SPC OK N     -   127,529.029   421,695.158   MT  0.99994559   -1 10 09.0
 GJ0719;SPC OK N     -   418,401.49  1,383,511.53   sFT  0.99994559   -1 10 09.0
 GJ0719;SPC TX N     - 1,237,686.189   336,708.316   MT  0.99998865   +0 52 48.8
 GJ0719;SPC TX N     - 4,060,642.11  1,104,683.87   sFT  0.99998865   +0 52 48.8
 GJ0719;UTM  14      - 3,999,146.225   411,719.127   MT  0.99969603   -0 34 42.9
 GJ0719
 GJ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0719!SPC OK N     -   0.99988073  x   0.99994559  =   0.99982632
 GJ0719!SPC TX N     -   0.99988073  x   0.99998865  =   0.99986938
 GJ0719!UTM  14      -   0.99988073  x   0.99969603  =   0.99957679
 GJ0719
 GJ0719:                Primary Azimuth Mark                     Grid Az
 GJ0719:SPC OK N     -  SANTA 2 AZ MK                            062 59 58.2
 GJ0719:SPC TX N     -  SANTA 2 AZ MK                            060 57 00.4
 GJ0719:UTM  14      -  SANTA 2 AZ MK                            062 24 32.1
 GJ0719
 GJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1171999146(NAD 83)
 GJ0719
 GJ0719|---------------------------------------------------------------------|
 GJ0719| PID    Reference Object                     Distance      Geod. Az  |
 GJ0719|                                                           dddmmss.s |
 GJ0719| CL3961 SANTA 2 RM 3                         11.134 METERS 04334     |
 GJ0719| CL3960 SANTA 2 AZ MK                                      0614949.2 |
 GJ0719| CL3962 SANTA 2 RM 4                         13.743 METERS 22253     |
 GJ0719| GK0985 HIGGINS MUNICIPAL WATER TANK        APPROX. 4.3 KM 2453531.5 |
 GJ0719|---------------------------------------------------------------------|
 GJ0719
 GJ0719                          SUPERSEDED SURVEY CONTROL
 GJ0719
 GJ0719  NAD 83(1986)-  36 07 58.81458(N)    099 58 52.11053(W) AD(       ) 1
 GJ0719  NAD 27      -  36 07 58.66744(N)    099 58 50.67068(W) AD(       ) 1
 GJ0719
 GJ0719.Superseded values are not recommended for survey control.
 GJ0719
 GJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0719.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0719
 GJ0719_MARKER: DS = TRIANGULATION STATION DISK
 GJ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0719_STAMPING: SANTA 2 1963
 GJ0719_MARK LOGO: CGS
 GJ0719_PROJECTION: FLUSH
 GJ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0719+STABILITY: SURFACE MOTION
 GJ0719
 GJ0719  HISTORY     - Date     Condition        Report By
 GJ0719  HISTORY     - 1963     MONUMENTED       CGS
 GJ0719
 GJ0719                          STATION DESCRIPTION
 GJ0719
 GJ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0719'THE STATION IS ABOUT 11-1/2 MILES WEST OF ARNETT AND 2-1/2 MILES
 GJ0719'EAST AND 3/4 MILE NORTH OF HIGGINS ON THE SOUTHEAST RIGHT-OF-WAY OF
 GJ0719'THE ATCHISON TOPEKA AND THE SANTA FE RAILROAD.
 GJ0719'
 GJ0719'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 60 AND 283,
 GJ0719'ABOUT 9 MILES SOUTH OF SHATTUCK AND 6 MILES WEST OF ARNETT.  GO WEST
 GJ0719'ON HIGHWAY 60 FOR 5.25 MILES TO A CEMETERY AT THE AZIMUTH MARK ON
 GJ0719'THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.1 MILE TO A
 GJ0719'OVERPASS.  CONTINUE WEST FOR 0.7 MILE TO A CROSSROADS.  TURN LEFT
 GJ0719'AND GO SOUTH ON A GRADED ROAD FOR 0.35 MILE TO A T-JUNCTION.  TURN
 GJ0719'LEFT, CROSS THE RAILROAD TRACKS, AND GO EAST ABOUT 100 YARDS.  AT
 GJ0719'THIS POINT LEAVE THE MAIN ROAD AND GO EAST ON A DIM TRACK ROAD,
 GJ0719'BETWEEN A RIGHT-OF-WAY FENCE AND THE TRACKS FOR 0.5 MILE TO THE
 GJ0719'HIGHEST POINT OF A KNOLL AND THE STATION.
 GJ0719'
 GJ0719'THE STATION MARK IS A STANDARD DISK, STAMPED SANTA 2 1963, SET IN
 GJ0719'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0719'IS 76.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS AND
 GJ0719'ABOUT 20 FEET HIGHER, 21.1 FEET NORTHWEST OF THE RIGHT-OF-WAY
 GJ0719'FENCE, 3.1 FEET EAST OF A WITNESS POST AND 18.9 FEET WEST OF A
 GJ0719'TELEPHONE LINE POLE.
 GJ0719'
 GJ0719'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SANTA 2 NO 3 1963, SET
 GJ0719'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0719'IT IS 22.6 FEET NORTH OF A TELEPHONE LINE POLE, 23.5 FEET NORTHWEST
 GJ0719'OF THE FENCE AND 74.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GJ0719'TRACKS AND ABOUT 20 FEET HIGHER AND ABOUT 1 FOOT LOWER THAN THE
 GJ0719'STATION.
 GJ0719'
 GJ0719'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SANTA 2 NO 4 1963, SET
 GJ0719'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 GJ0719'IT IS 79.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 17.6
 GJ0719'FEET NORTHWEST OF THE FENCE, 67.6 FEET NORTHEAST OF A TELEPHONE
 GJ0719'LINE POLE, ABOUT 20 FEET HIGHER THAN THE TRACKS AND 1 FOOT LOWER
 GJ0719'THAN THE STATION.
 GJ0719'
 GJ0719'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SANTA 2 1963, SET IN THE
 GJ0719'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 GJ0719'2.3 FEET SOUTHWEST OF THE NORTHWEST CORNER POST OF THE FENCE
 GJ0719'INCLOSING THE CEMETERY, 51.5 FEET SOUTH OF THE CENTERLINE OF THE
 GJ0719'HIGHWAY, 1.8 FEET SOUTH-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 GJ0719'POST, 5.2 FEET SOUTH OF A TELEPHONE LINE POLE AND 3.1 FEET
 GJ0719'SOUTH-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1160 ***********************************************************************
 FJ1160  DESIGNATION -  SAPULPA
 FJ1160  PID         -  FJ1160
 FJ1160  STATE/COUNTY-  OK/CREEK
 FJ1160  COUNTRY     -  US
 FJ1160  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1160
 FJ1160                         *CURRENT SURVEY CONTROL
 FJ1160  ______________________________________________________________________
 FJ1160* NAD 83(1993) POSITION- 35 59 21.80265(N) 096 05 23.05281(W)   ADJUSTED
 FJ1160* NAVD 88 ORTHO HEIGHT -   241.4   (meters)      792.    (feet) VERTCON3
 FJ1160  ______________________________________________________________________
 FJ1160  GEOID HEIGHT    -        -28.748 (meters)                     GEOID18
 FJ1160  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 FJ1160  HORZ ORDER      -  SECOND
 FJ1160
 FJ1160.The horizontal coordinates were established by classical geodetic methods
 FJ1160.and adjusted by the National Geodetic Survey in November 1994.
 FJ1160
 FJ1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1160
 FJ1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1160.GEOID18 height accuracy estimate available here.
 FJ1160
 FJ1160.Click photographs - Photos may exist for this station.
 FJ1160
 FJ1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1160
 FJ1160. The following values were computed from the NAD 83(1993) position.
 FJ1160
 FJ1160;                    North         East     Units Scale Factor Converg.
 FJ1160;SPC OK N     -   111,469.845   772,239.745   MT  0.99995021   +1 07 38.4
 FJ1160;SPC OK N     -   365,713.98  2,533,589.90   sFT  0.99995021   +1 07 38.4
 FJ1160;UTM  14      - 3,986,689.134   762,365.422   MT  1.00044827   +1 42 40.1
 FJ1160
 FJ1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1160!SPC OK N     -   0.99996662  x   0.99995021  =   0.99991683
 FJ1160!UTM  14      -   0.99996662  x   1.00044827  =   1.00041488
 FJ1160
 FJ1160:                Primary Azimuth Mark                     Grid Az
 FJ1160:SPC OK N     -  FAITH CHAPEL SPIRE                       094 01 14.9
 FJ1160:UTM  14      -  FAITH CHAPEL SPIRE                       093 26 13.2
 FJ1160
 FJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6236586689(NAD 83)
 FJ1160
 FJ1160|---------------------------------------------------------------------|
 FJ1160| PID    Reference Object                     Distance      Geod. Az  |
 FJ1160|                                                           dddmmss.s |
 FJ1160| CI0881 FAITH CHAPEL SPIRE                                 0950853.3 |
 FJ1160| CI2278 SAPULPA RM 1                         17.402 METERS 20804     |
 FJ1160| CI2279 SAPULPA RM 2                         13.425 METERS 26349     |
 FJ1160|---------------------------------------------------------------------|
 FJ1160
 FJ1160                          SUPERSEDED SURVEY CONTROL
 FJ1160
 FJ1160  NAD 83(1986)-  35 59 21.82539(N)    096 05 23.03585(W) AD(       ) 2
 FJ1160  NAD 27      -  35 59 21.49639(N)    096 05 22.04284(W) AD(       ) 2
 FJ1160  NGVD 29 (07/19/86)  241.3    (m)          792.     (f) VERT ANG       
 FJ1160
 FJ1160.Superseded values are not recommended for survey control.
 FJ1160
 FJ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1160.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1160
 FJ1160_MARKER: DD = SURVEY DISK
 FJ1160_SETTING: 80 = SET IN A BOULDER
 FJ1160_STAMPING: SAPULPA ET 1970
 FJ1160_MARK LOGO: USGS
 FJ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1160+STABILITY: SURFACE MOTION
 FJ1160
 FJ1160  HISTORY     - Date     Condition        Report By
 FJ1160  HISTORY     - 1970     MONUMENTED       USGS
 FJ1160
 FJ1160                          STATION DESCRIPTION
 FJ1160
 FJ1160'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JSA)
 FJ1160'THE STATION IS IN THE SE. PART OF SAPULPA, OKLAHOMA, 0.4 MI W. AND
 FJ1160'ABOUT 300 FT N. OF THE COR. OF SECS. 1, 6, 31 AND 36, T. 18 N.,
 FJ1160'R. 11 E., ON LAND OWNED BY EDDIE BAYOUTH.
 FJ1160'
 FJ1160'TO REACH THE STATION FROM THE JCT. OF STATE HWY. 117 AND ALT. 75
 FJ1160'IN SAPULPA, GO E. ON STATE HWY. 117 FOR 1.3 MI TO S. BOYD PLACE
 FJ1160'STREET, TURN LEFT (N.) AND GO ABOUT 300 FT TO PRIVATE DRIVEWAY
 FJ1160'E., TURN RIGHT (E.) AND GO ABOUT 200 FT AND PARK AND STATION ABOUT
 FJ1160'30 FT ESE.
 FJ1160'
 FJ1160'STATION MARK, STAMPED ET SAPULPA 1970 IS 229 FT E. OF CENTER
 FJ1160'OF S. BOYD PLACE STREET, 12 FT S. AND 6 FT E. OF SE. COR. OF A
 FJ1160'RECTANGULAR CONCRETE SLAB 6 FT E. OF A 10 IN. TREE, 4 FT S. OF
 FJ1160'N. PROPERTY LINE TREE ROW, 8 IN. BELOW THE SURFACE.
 FJ1160'
 FJ1160'REFERENCE MARK 1, STAMPED SAPULPA NO 1 1970 IS 200 FT E. OF
 FJ1160'CENTER OF S. BOYD PLACE STREET, 62 FT S. AND 22 FT W. OF SE. COR. OF
 FJ1160'CONCRETE SLAB, MARK IS FLUSH WITH THE GROUND.
 FJ1160'
 FJ1160'REFERENCE MARK 2, STAMPED SAPULPA NO 2 1970 IS 185 FT E. OF
 FJ1160'CENTER OF S. BOYD PLACE STREET, 17 FT S. AND 38 FT W. OF SE. COR. OF
 FJ1160'CONCRETE SLAB.  MARK IS FLUSH WITH THE GROUND.
 FJ1160'
 FJ1160'ALL MARKS STANDARD TABLETS CONCRETED INTO ROCK.
 FJ1160'
 FJ1160'NO AZIMUTH MARK SET.
 FJ1160'
 FJ1160'REFERENCE AZIMUTH USED - FAITH CHAPEL SPIRE, 175 FT S. AND 140
 FJ1160'FT E. OF A T-RD. S., T. 17 N., R. 12 E., NEAR THE E. SIXTEENTH
 FJ1160'COR. BETWEEN SECS. 6 AND 31.
 FJ1160'
 FJ1160'STANDARD BRACED TRIPOD USED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1012 ***********************************************************************
 EK1012  DESIGNATION -  SAVANNA NORTH BASE
 EK1012  PID         -  EK1012
 EK1012  STATE/COUNTY-  OK/PITTSBURG
 EK1012  COUNTRY     -  US
 EK1012  USGS QUAD   -  SAVANNA (2018)
 EK1012
 EK1012                         *CURRENT SURVEY CONTROL
 EK1012  ______________________________________________________________________
 EK1012* NAD 83(1993) POSITION- 34 50 20.87779(N) 095 50 15.62304(W)   ADJUSTED
 EK1012* NAVD 88 ORTHO HEIGHT -   222.5   (meters)      730.    (feet) VERTCON3
 EK1012  ______________________________________________________________________
 EK1012  GEOID HEIGHT    -        -29.831 (meters)                     GEOID18
 EK1012  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC18
 EK1012  HORZ ORDER      -  SECOND
 EK1012
 EK1012.The horizontal coordinates were established by classical geodetic methods
 EK1012.and adjusted by the National Geodetic Survey in November 1994.
 EK1012
 EK1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1012
 EK1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1012.GEOID18 height accuracy estimate available here.
 EK1012
 EK1012.Click photographs - Photos may exist for this station.
 EK1012
 EK1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1012
 EK1012. The following values were computed from the NAD 83(1993) position.
 EK1012
 EK1012;                    North         East     Units Scale Factor Converg.
 EK1012;SPC OK S     -   169,147.768   797,754.565   MT  0.99994581   +1 13 38.5
 EK1012;SPC OK S     -   554,945.64  2,617,299.77   sFT  0.99994581   +1 13 38.5
 EK1012;UTM  15      - 3,858,876.363   240,514.747   MT  1.00042996   -1 37 19.2
 EK1012
 EK1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1012!SPC OK S     -   0.99996976  x   0.99994581  =   0.99991557
 EK1012!UTM  15      -   0.99996976  x   1.00042996  =   1.00039970
 EK1012
 EK1012:                Primary Azimuth Mark                     Grid Az
 EK1012:SPC OK S     -  SAVANNA SCHOOL                           192 40 22.5
 EK1012:UTM  15      -  SAVANNA SCHOOL                           195 31 20.2
 EK1012
 EK1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4051458876(NAD 83)
 EK1012
 EK1012|---------------------------------------------------------------------|
 EK1012| PID    Reference Object                     Distance      Geod. Az  |
 EK1012|                                                           dddmmss.s |
 EK1012| EK1011 SAVANNA SCHOOL                      APPROX. 1.5 KM 1935401.0 |
 EK1012| CY2224 SAVANNA NORTH BASE RM 1              13.910 METERS 28131     |
 EK1012|---------------------------------------------------------------------|
 EK1012
 EK1012                          SUPERSEDED SURVEY CONTROL
 EK1012
 EK1012  NAD 83(1986)-  34 50 20.88161(N)    095 50 15.61979(W) AD(       ) 2
 EK1012  NAD 27      -  34 50 20.53500(N)    095 50 14.64900(W) AD(       ) 2
 EK1012  USSD        -  34 50 20.49100(N)    095 50 14.92900(W) AD(       ) 3
 EK1012  NGVD 29 (07/19/86)  222.4    (m)          730.     (f) VERT ANG       
 EK1012
 EK1012.Superseded values are not recommended for survey control.
 EK1012
 EK1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1012.See file dsdata.pdf to determine how the superseded data were derived.
 EK1012
 EK1012_MARKER: DS = TRIANGULATION STATION DISK
 EK1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1012_STAMPING: SAVANNA NORTH BASE 1919
 EK1012_MARK LOGO: CGS
 EK1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1012+STABILITY: SURFACE MOTION
 EK1012
 EK1012  HISTORY     - Date     Condition        Report By
 EK1012  HISTORY     - 1919     MONUMENTED       CGS
 EK1012  HISTORY     - 1934     POOR             CGS
 EK1012  HISTORY     - 1954     MARK NOT FOUND   CGS
 EK1012
 EK1012                          STATION DESCRIPTION
 EK1012
 EK1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK1012'ABOUT 8 MILES BY ROAD S FROM MC ALESTER, 1/2 MILE N OF THE
 EK1012'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT SAVANNA, AND
 EK1012'16.810 METERS (55.16 FEET) TO W RAIL OF RAILWAY.
 EK1012'
 EK1012'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 EK1012'CONCRETE.
 EK1012'
 EK1012'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 EK1012'13.910 METERS (45.64 FEET) FROM STATION, N 78 DEG 39 MIN W.
 EK1012'
 EK1012'THE U.S.G.S. MARK FROM STATION SAVANNA HAS BEEN DESTROYED
 EK1012'BUT TWO REFERENCE MARKS (SQUARE STONE POSTS WITH NO MARKINGS)
 EK1012'ARE STILL IN PLACE.  W MARK IS 43.051 METERS (141.24 FEET) FROM
 EK1012'STATION, N 27 DEG 01 MIN E.  N MARK IS 45.804 METERS
 EK1012'(150.28 FEET) FROM STATION, N 31 DEG 19 MIN E.
 EK1012'
 EK1012'AZIMUTH FROM STATION TO SAVANNA, SCHOOLHOUSE FLAGSTAFF, IS
 EK1012'S 13 DEG 54 MIN 09 SEC W.
 EK1012
 EK1012                          STATION RECOVERY (1934)
 EK1012
 EK1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK1012'STATION IS ABOUT 1 MILE N OF SAVANNA ON RAILROAD RIGHT-OF-WAY,
 EK1012'ABOUT 6 YARDS E OF POLE 573-24.  TOP OF CONCRETE BASE BROKEN,
 EK1012'DISK REMOVED, BASE NOT HAVING BEEN MOVED.  SUB-SURFACE MARK
 EK1012'UNDOUBTEDLY GOOD.
 EK1012'
 EK1012'REFERENCE MARK 45.64 FOOT DISTANT, N 78 DEG 29 MIN W
 EK1012'IS BROKEN, PIECE OF CONCRETE BEARING DISK IMPRINT NEAR BASE
 EK1012'OF MARK.
 EK1012'
 EK1012'U.S.G.S. MARK DESTROYED.  A HOLE 5 FEET DEEP HAS BEEN DUG
 EK1012'AT THIS LOCATION.
 EK1012'
 EK1012'THE TWO SQUARE STONE POST REFERENCE MARKS, THE W ONE WITH
 EK1012'AN ARROW CUT IN TOP, N ONE WITH NO MARKINGS STILL GOOD.  THESE
 EK1012'PROJECT ABOUT 5 INCHES ABOVE THE SURFACE.
 EK1012
 EK1012                          STATION RECOVERY (1954)
 EK1012
 EK1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 EK1012'ABOUT ONE HOUR WAS SPENT IN SEARCHING FOR THE STATION BUT
 EK1012'IT WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1011 ***********************************************************************
 EK1011  DESIGNATION -  SAVANNA SCHOOL
 EK1011  PID         -  EK1011
 EK1011  STATE/COUNTY-  OK/PITTSBURG
 EK1011  COUNTRY     -  US
 EK1011  USGS QUAD   -  SAVANNA (2018)
 EK1011
 EK1011                         *CURRENT SURVEY CONTROL
 EK1011  ______________________________________________________________________
 EK1011* NAD 83(1993) POSITION- 34 49 33.40802(N) 095 50 29.86936(W)   ADJUSTED
 EK1011  ______________________________________________________________________
 EK1011  GEOID HEIGHT    -        -29.817 (meters)                     GEOID18
 EK1011  LAPLACE CORR    -         -6.22  (seconds)                    DEFLEC18
 EK1011  HORZ ORDER      -  THIRD
 EK1011
 EK1011.The horizontal coordinates were established by classical geodetic methods
 EK1011.and adjusted by the National Geodetic Survey in November 1994.
 EK1011
 EK1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1011.GEOID18 height accuracy estimate available here.
 EK1011
 EK1011.Click photographs - Photos may exist for this station.
 EK1011
 EK1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1011
 EK1011. The following values were computed from the NAD 83(1993) position.
 EK1011
 EK1011;                    North         East     Units Scale Factor Converg.
 EK1011;SPC OK S     -   167,677.609   797,423.981   MT  0.99994481   +1 13 30.5
 EK1011;SPC OK S     -   550,122.29  2,616,215.18   sFT  0.99994481   +1 13 30.5
 EK1011;UTM  15      - 3,857,423.748   240,111.300   MT  1.00043255   -1 37 25.4
 EK1011
 EK1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU4011157423(NAD 83)
 EK1011
 EK1011                          SUPERSEDED SURVEY CONTROL
 EK1011
 EK1011  NAD 83(1986)-  34 49 33.41198(N)    095 50 29.86567(W) AD(       ) 3
 EK1011  NAD 27      -  34 49 33.06700(N)    095 50 28.89600(W) AD(       ) 3
 EK1011  USSD        -  34 49 33.02000(N)    095 50 29.17400(W) AD(       ) 3
 EK1011
 EK1011.Superseded values are not recommended for survey control.
 EK1011
 EK1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1011.See file dsdata.pdf to determine how the superseded data were derived.
 EK1011
 EK1011
 EK1011  HISTORY     - Date     Condition        Report By
 EK1011  HISTORY     - 1919     FIRST OBSERVED   CGS
 EK1011  HISTORY     - 1934     MARK NOT FOUND   CGS
 EK1011
 EK1011                          STATION DESCRIPTION
 EK1011
 EK1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK1011'LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1020 ***********************************************************************
 EK1020  DESIGNATION -  SAVANNA SOUTH BASE
 EK1020  PID         -  EK1020
 EK1020  STATE/COUNTY-  OK/PITTSBURG
 EK1020  COUNTRY     -  US
 EK1020  USGS QUAD   -  MCALESTER SW (2018)
 EK1020
 EK1020                         *CURRENT SURVEY CONTROL
 EK1020  ______________________________________________________________________
 EK1020* NAD 83(1993) POSITION- 34 46 57.27346(N) 095 53 00.42229(W)   ADJUSTED
 EK1020* NAVD 88 ORTHO HEIGHT -   224.0   (meters)      735.    (feet) VERTCON3
 EK1020  ______________________________________________________________________
 EK1020  GEOID HEIGHT    -        -29.640 (meters)                     GEOID18
 EK1020  LAPLACE CORR    -         -6.94  (seconds)                    DEFLEC18
 EK1020  HORZ ORDER      -  SECOND
 EK1020
 EK1020.The horizontal coordinates were established by classical geodetic methods
 EK1020.and adjusted by the National Geodetic Survey in November 1994.
 EK1020
 EK1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1020
 EK1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1020.GEOID18 height accuracy estimate available here.
 EK1020
 EK1020.Click photographs - Photos may exist for this station.
 EK1020
 EK1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1020
 EK1020. The following values were computed from the NAD 83(1993) position.
 EK1020
 EK1020;                    North         East     Units Scale Factor Converg.
 EK1020;SPC OK S     -   162,786.522   793,700.162   MT  0.99994191   +1 12 05.0
 EK1020;SPC OK S     -   534,075.45  2,603,997.95   sFT  0.99994191   +1 12 05.0
 EK1020;UTM  15      - 3,852,721.370   236,147.066   MT  1.00045815   -1 38 45.1
 EK1020
 EK1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1020!SPC OK S     -   0.99996949  x   0.99994191  =   0.99991140
 EK1020!UTM  15      -   0.99996949  x   1.00045815  =   1.00042763
 EK1020
 EK1020:                Primary Azimuth Mark                     Grid Az
 EK1020:SPC OK S     -  HICKORY                                  106 33 45.7
 EK1020:UTM  15      -  HICKORY                                  109 24 35.8
 EK1020
 EK1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3614752721(NAD 83)
 EK1020
 EK1020|---------------------------------------------------------------------|
 EK1020| PID    Reference Object                     Distance      Geod. Az  |
 EK1020|                                                           dddmmss.s |
 EK1020| EK1011 SAVANNA SCHOOL                      APPROX. 6.1 KM 0382906.3 |
 EK1020| CY2225 SAVANNA SOUTH BASE RM 1              93.557 METERS 09042     |
 EK1020| EK1010 HICKORY                             APPROX. 5.8 KM 1074550.7 |
 EK1020| EK0602 SAVANNA SOUTH BASE RM 2              39.311 METERS 16249     |
 EK1020|---------------------------------------------------------------------|
 EK1020
 EK1020                          SUPERSEDED SURVEY CONTROL
 EK1020
 EK1020  NAD 83(1986)-  34 46 57.27735(N)    095 53 00.41871(W) AD(       ) 2
 EK1020  NAD 27      -  34 46 56.92700(N)    095 52 59.44600(W) AD(       ) 2
 EK1020  USSD        -  34 46 56.87900(N)    095 52 59.71900(W) AD(       ) 3
 EK1020  NGVD 29 (07/19/86)  223.9    (m)          735.     (f) VERT ANG       
 EK1020
 EK1020.Superseded values are not recommended for survey control.
 EK1020
 EK1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1020.See file dsdata.pdf to determine how the superseded data were derived.
 EK1020
 EK1020_MARKER: DS = TRIANGULATION STATION DISK
 EK1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1020_STAMPING: SAVANNA SOUTH BASE 1916
 EK1020_MARK LOGO: CGS
 EK1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1020+STABILITY: SURFACE MOTION
 EK1020
 EK1020  HISTORY     - Date     Condition        Report By
 EK1020  HISTORY     - 1919     MONUMENTED       CGS
 EK1020  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EK1020
 EK1020                          STATION DESCRIPTION
 EK1020
 EK1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK1020'ABOUT 4 MILES S OF SAVANNA, 80 METERS (262 FEET) W OF THE
 EK1020'MISSOURI-KANSAS-TEXAS RAILROAD, 125 METERS (410 FEET) W
 EK1020'OF SAVANNA-KIOWA ROAD, 50 METERS (164 FEET) N OF THE ASHLAND
 EK1020'ROAD WHICH TURNS INTO ABOVE-MENTIONED ROAD, AND NEAR PROLONGATION
 EK1020'OF TANGENT TO RAILWAY TRACKS FROM N.
 EK1020'
 EK1020'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN
 EK1020'CONCRETE.  REFERENCE MARKS ARE BRONZE REFERENCE
 EK1020'DISKS IN CONCRETE.
 EK1020'
 EK1020'REFERENCE MARK 1 IS 93.557 METERS (306.94 FEET) FROM STATION,
 EK1020'S 89 DEG 18 MIN E.
 EK1020'
 EK1020'REFERENCE MARK 2 IS 39.311 METERS (128.97 FEET) FROM STATION,
 EK1020'S 17 DEG 11 MIN E.  IT IS ALSO A BENCH MARK, ELEVATION
 EK1020'223.078 METERS (731.88 FEET).
 EK1020'
 EK1020'AZIMUTH FROM STATION TO SAVANNA, SCHOOLHOUSE FLAGSTAFF, IS
 EK1020'218 DEG 29 MIN 09 SEC.
 EK1020'
 EK1020'FOLLOWING DISTANCES AND DIRECTIONS ARE FROM STATION--U.S.G.S.
 EK1020'SOUTH BASE, 0.906 METER (2.97 FEET), S. 24 DEG 30 MIN E.
 EK1020'(MAGNETIC).  U.S.G.S. REFERENCE MARK 1, 3.775 METERS (12.39
 EK1020'FEET) S. 54 DEG 30 MIN E. (MAGNETIC).  U.S.G.S. REFERENCE
 EK1020'MARK 2, 3.67 METERS (12.0 FEET), S. 16 DEG 30 MIN W. (MAGNETIC).
 EK1020'AND U.S.G.S. REFERENCE MARK 3, 2.53 METERS (8.3 FEET) N.
 EK1020'78 DEG W. (MAGNETIC).
 EK1020'
 EK1020'STATION IDENTICAL WITH SAVANNA SOUTH BASE AZIMUTH STATION.
 EK1020
 EK1020                          STATION RECOVERY (1934)
 EK1020
 EK1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK1020'STATION IS ABOUT 4 MILES S OF SAVANNA, W OF FILLING STATION
 EK1020'AND STORE.  STATION OUT OF GROUND, LYING BY FENCE W OF DESCRIBED
 EK1020'LOCATION.  SUBSURFACE STATION RECOVERED ABOUT 2 FEET BELOW
 EK1020'SURFACE, GOOD.  A 2- BY 8-INCH WOODEN POST SET OVER STATION,
 EK1020'PROJECTING ABOUT 3 FEET ABOVE GROUND FOR LOCATION.
 EK1020'
 EK1020'THE DESTROYED STATION STILL INTACT WITH DISK STAMPED SAVANNA
 EK1020'SOUTH BASE 1916.
 EK1020'
 EK1020'REFERENCE MARK 1, ABOUT 2 FEET W OF RAILROAD RIGHT-OF-WAY
 EK1020'FENCE, PROJECTS ABOUT 3 INCHES ABOVE SURFACE.  GOOD.
 EK1020'
 EK1020'REFERENCE MARK 2 IN N BANK OF E-W ROAD DITCH, PROJECTS ABOUT
 EK1020'12 INCHES ABOVE SURFACE, AND IS TILTED TO S.
 EK1020'
 EK1020'U.S.G.S. SOUTH BASE GONE.  U.S.G.S. REFERENCE MARK 1 (12.39
 EK1020'FEET DISTANT, S. 54 DEG 30 MIN E.) GOOD.  U.S.G.S. REFERENCE
 EK1020'MARK 2 GONE.  U.S.G.S. REFERENCE MARK 3 GONE.  U.S.G.S. SOUTH
 EK1020'BASE LYING BY FENCE NEAR STATION.  SAVANNA SCHOOLHOUSE FLAGSTAFF
 EK1020'GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0602 ***********************************************************************
 EK0602  DESIGNATION -  SAVANNA SOUTH BASE RM 2
 EK0602  PID         -  EK0602
 EK0602  STATE/COUNTY-  OK/PITTSBURG
 EK0602  COUNTRY     -  US
 EK0602  USGS QUAD   -  MCALESTER SW (2018)
 EK0602
 EK0602                         *CURRENT SURVEY CONTROL
 EK0602  ______________________________________________________________________
 EK0602* NAD 83(1986) POSITION- 34 46 56.05   (N) 095 52 59.97   (W)   HD_HELD1
 EK0602* NAVD 88 ORTHO HEIGHT -   223.186 (meters)      732.24  (feet) ADJUSTED
 EK0602  ______________________________________________________________________
 EK0602  GEOID HEIGHT    -        -29.641 (meters)                     GEOID18
 EK0602  DYNAMIC HEIGHT  -        222.958 (meters)      731.49  (feet) COMP
 EK0602  MODELED GRAVITY -    979,608.4   (mgal)                       NAVD 88
 EK0602
 EK0602  VERT ORDER      -  FIRST     CLASS II
 EK0602
 EK0602.The horizontal coordinates were determined by differentially corrected
 EK0602.hand held GPS observations or other comparable positioning techniques
 EK0602.and have an estimated accuracy of +/- 3 meters.
 EK0602
 EK0602.The orthometric height was determined by differential leveling and
 EK0602.adjusted by the NATIONAL GEODETIC SURVEY
 EK0602.in June 1991.
 EK0602
 EK0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0602.GEOID18 height accuracy estimate available here.
 EK0602
 EK0602.Click photographs - Photos may exist for this station.
 EK0602
 EK0602.The dynamic height is computed by dividing the NAVD 88
 EK0602.geopotential number by the normal gravity value computed on the
 EK0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0602.degrees latitude (g = 980.6199 gals.).
 EK0602
 EK0602.The modeled gravity was interpolated from observed gravity values.
 EK0602
 EK0602;                    North         East    Units  Estimated Accuracy
 EK0602;SPC OK S     -   162,749.1     793,712.4     MT  (+/- 3 meters HH1 GPS) 
 EK0602
 EK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU3615752683(NAD 83)
 EK0602
 EK0602                          SUPERSEDED SURVEY CONTROL
 EK0602
 EK0602  NGVD 29 (??/??/92)  223.078  (m)          731.88   (f) ADJ UNCH    1 2
 EK0602
 EK0602.Superseded values are not recommended for survey control.
 EK0602
 EK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0602.See file dsdata.pdf to determine how the superseded data were derived.
 EK0602
 EK0602_MARKER: DR = REFERENCE MARK DISK
 EK0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0602_STAMPING: SAVANNA SO BASE 1919
 EK0602_MARK LOGO: CGS
 EK0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0602+STABILITY: SURFACE MOTION
 EK0602
 EK0602  HISTORY     - Date     Condition        Report By
 EK0602  HISTORY     - 1919     MONUMENTED       CGS
 EK0602  HISTORY     - 1933     GOOD             CGS
 EK0602  HISTORY     - 1934     GOOD             CGS
 EK0602
 EK0602                          STATION DESCRIPTION
 EK0602
 EK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EK0602'4.6 MI N FROM KIOWA.
 EK0602'4.1 MI. NORTH, ON THE M.K.T. R.R. 0.3 MI. SOUTH OF MILE POST
 EK0602'578, 60 FT. WEST OF TRACKS IN LINE WITH RIGHT OF WAY FENCE,
 EK0602'40 YDS. N.E. OF L. HENDERSON HOME, 60 YDS. W.N.W. OF GAS
 EK0602'STATION, AND ON EAST EDGE OF PRIVATE ROAD ALONG RIGHT OF WAY
 EK0602'FENCE.  NOTE-- U.S.C. AND G.S. REF. MARK IN CONCRETE POST STAMPED
 EK0602'SAVANNA SO BASE 1916.
 EK0602
 EK0602                          STATION RECOVERY (1934)
 EK0602
 EK0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EK0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0974 ***********************************************************************
 EK0974  DESIGNATION -  SAWYER
 EK0974  PID         -  EK0974
 EK0974  STATE/COUNTY-  OK/CHOCTAW
 EK0974  COUNTRY     -  US
 EK0974  USGS QUAD   -  FORT TOWSON (2019)
 EK0974
 EK0974                         *CURRENT SURVEY CONTROL
 EK0974  ______________________________________________________________________
 EK0974* NAD 83(1993) POSITION- 34 01 53.41686(N) 095 19 47.27693(W)   ADJUSTED
 EK0974* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EK0974  ______________________________________________________________________
 EK0974  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 EK0974  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 EK0974  HORZ ORDER      -  FIRST
 EK0974
 EK0974.The horizontal coordinates were established by classical geodetic methods
 EK0974.and adjusted by the National Geodetic Survey in November 1994.
 EK0974
 EK0974.The orthometric height was scaled from a topographic map.
 EK0974
 EK0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0974.GEOID18 height accuracy estimate available here.
 EK0974
 EK0974.Click photographs - Photos may exist for this station.
 EK0974
 EK0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0974
 EK0974. The following values were computed from the NAD 83(1993) position.
 EK0974
 EK0974;                    North         East     Units Scale Factor Converg.
 EK0974;SPC OK S     -    80,705.214   846,561.667   MT  0.99998215   +1 30 56.3
 EK0974;SPC OK S     -   264,780.36  2,777,427.74   sFT  0.99998215   +1 30 56.3
 EK0974;UTM  15      - 3,768,097.407   284,905.237   MT  1.00017036   -1 18 15.7
 EK0974
 EK0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0974!SPC OK S     -   0.99998040  x   0.99998215  =   0.99996255
 EK0974!UTM  15      -   0.99998040  x   1.00017036  =   1.00015075
 EK0974
 EK0974:                Primary Azimuth Mark                     Grid Az
 EK0974:SPC OK S     -  SHOAT                                    237 39 24.1
 EK0974:UTM  15      -  SHOAT                                    240 28 36.1
 EK0974
 EK0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8490568097(NAD 83)
 EK0974
 EK0974|---------------------------------------------------------------------|
 EK0974| PID    Reference Object                     Distance      Geod. Az  |
 EK0974|                                                           dddmmss.s |
 EK0974| EK0972 BULL CREEK LOOKOUT TOWER            APPROX.14.0 KM 0365408.5 |
 EK0974| CY2227 SAWYER RM 1                          34.122 METERS 09609     |
 EK0974| EK0976 J 15                                482.130 METERS 1022002.5 |
 EK0974| EK0973 FORT TOWSON MUNICIPAL TANK          APPROX. 5.9 KM 1025701.4 |
 EK0974| DM1358 SHOAT                               APPROX.10.4 KM 2391020.4 |
 EK0974| CY2228 SAWYER RM 2                          34.385 METERS 26425     |
 EK0974|---------------------------------------------------------------------|
 EK0974
 EK0974                          SUPERSEDED SURVEY CONTROL
 EK0974
 EK0974  NAD 83(1986)-  34 01 53.42239(N)    095 19 47.26588(W) AD(       ) 1
 EK0974  NAD 27      -  34 01 53.04300(N)    095 19 46.42500(W) AD(       ) 1
 EK0974
 EK0974.Superseded values are not recommended for survey control.
 EK0974
 EK0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0974.See file dsdata.pdf to determine how the superseded data were derived.
 EK0974
 EK0974_MARKER: DS = TRIANGULATION STATION DISK
 EK0974_SETTING: 66 = SET IN ROCK OUTCROP
 EK0974_STAMPING: SAWYER 1951
 EK0974_MARK LOGO: CGS
 EK0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0974+STABILITY: POSITION/ELEVATION WELL
 EK0974
 EK0974  HISTORY     - Date     Condition        Report By
 EK0974  HISTORY     - 1951     MONUMENTED       CGS
 EK0974  HISTORY     - 1979     GOOD             NGS
 EK0974
 EK0974                          STATION DESCRIPTION
 EK0974
 EK0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0974'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF
 EK0974'FT. TOWSON, 3 MILES NORTHEAST OF THE VILLAGE OF SAWYER, ALONG
 EK0974'THE NORTH SIDE OF HIGHWAY 70 AND JUST EAST OF A POND.  IT
 EK0974'IS 61 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 EK0974'SOUTH OF A HEDGE TREE WITH A TRIANGLE BLAZE, 11 FEET NORTH OF
 EK0974'THE RIGHT-OF-WAY FENCE AND 11 FEET NORTH OF A WITNESS POST.
 EK0974'THE MARK IS SET IN BED ROCK ABOUT 14 INCHES BELOW THE SURFACE
 EK0974'OF THE GROUND AND THE DISK IS STAMPED SAWYER 1951.
 EK0974'
 EK0974'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE CENTERLINE OF
 EK0974'THE HIGHWAY AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 EK0974'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SAWYER NO 1 1951.
 EK0974'
 EK0974'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF THE CENTERLINE OF
 EK0974'THE HIGHWAY, 24 FEET EAST OF THE EAST POST OF A GATE AND 1
 EK0974'FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4
 EK0974'INCHES AND THE DISK IS STAMPED SAWYER NO 2 1951.
 EK0974'
 EK0974'J- 15 (USE) IS USED AS THE AZIMUTH MARK.  IT IS 42 FEET SOUTH
 EK0974'OF THE CENTERLINE OF HIGHWAY 70, 9 FEET NORTH OF THE RIGHT-OF-WAY
 EK0974'FENCE AND 1.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 EK0974'IS A U.S. ENGINEER DEPARTMENT DISK SET IN A ROUND CONCRETE POST
 EK0974'WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED J-15 1948.
 EK0974'
 EK0974'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0974'SAWYER TO J-15.  THE DISTANCE IS AS SHOWN ABOVE.
 EK0974'
 EK0974'TO REACH FROM THE POST OFFICE IN FT. TOWSON, GO WEST ON
 EK0974'HIGHWAY 70 FOR 3.45 MILES TO THE AZIMUTH MARK (J-15) ON THE
 EK0974'LEFT.  CONTINUE WESTERLY 0.3 MILE TO THE STATION ON THE RIGHT
 EK0974'JUST BEFORE REACHING A POND.
 EK0974'
 EK0974'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EK0974
 EK0974                          STATION RECOVERY (1979)
 EK0974
 EK0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JC)
 EK0974'STATION WAS RECOVERED.  AZIMUTH MARK WAS NOT RECOVERED.
 EK0974'
 EK0974'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 EK0974'WEST-NORTHWEST OF FT. TOWSON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DK7095 ***********************************************************************
 DK7095  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7095  DESIGNATION -  SAYRE CORS ARP
 DK7095  CORS_ID     -  OKSY
 DK7095  PID         -  DK7095
 DK7095  STATE/COUNTY-  OK/BECKHAM
 DK7095  COUNTRY     -  US
 DK7095  USGS QUAD   -  SAYRE (2018)
 DK7095
 DK7095                         *CURRENT SURVEY CONTROL
 DK7095  ______________________________________________________________________
 DK7095* NAD 83(2011) POSITION- 35 18 53.93329(N) 099 38 15.64983(W)   ADJUSTED
 DK7095* NAD 83(2011) ELLIP HT-   567.199 (meters)        (04/??/25)   ADJUSTED
 DK7095* NAD 83(2011) EPOCH   -  2010.00
 DK7095  ______________________________________________________________________
 DK7095  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 DK7095  NAD 83(2011) X  -   -872,371.823 (meters)                     COMP
 DK7095  NAD 83(2011) Y  - -5,137,223.381 (meters)                     COMP
 DK7095  NAD 83(2011) Z  -  3,666,764.930 (meters)                     COMP
 DK7095
 DK7095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7095  Standards:
 DK7095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7095  -------------------------------------------------------------------
 DK7095  NETWORK    0.23   0.57           0.12   0.05   0.29     -0.37981900
 DK7095  -------------------------------------------------------------------
 DK7095
 DK7095.The coordinates were established by GPS observations
 DK7095.and adjusted by the National Geodetic Survey in April 2025.
 DK7095
 DK7095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7095.been affixed to the stable North American Tectonic Plate. 
 DK7095
 DK7095.The coordinates are valid at the epoch date displayed above
 DK7095.which is a decimal equivalence of Year/Month/Day.
 DK7095
 DK7095.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK7095.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK7095.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK7095.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK7095.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK7095.published epoch of 2010.00.
 DK7095
 DK7095.Additional information on MYCS is available at:
 DK7095.https://geodesy.noaa.gov/CORS/index.shtml
 DK7095
 DK7095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7095.GEOID18 height accuracy estimate available here.
 DK7095
 DK7095.The PID for the CORS L1 Phase Center is DR7741.
 DK7095
 DK7095.Click photographs - Photos may exist for this station.
 DK7095
 DK7095.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7095
 DK7095.The ellipsoidal height was determined by GPS observations
 DK7095.and is referenced to NAD 83.
 DK7095
 DK7095. The following values were computed from the NAD 83(2011) position.
 DK7095
 DK7095;                    North         East     Units Scale Factor Converg.
 DK7095;SPC OK S     -   221,027.983   451,078.276   MT  1.00001716   -0 55 46.5
 DK7095;SPC OK S     -   725,155.97  1,479,912.64   sFT  1.00001716   -0 55 46.5
 DK7095;UTM  14      - 3,908,160.694   442,034.062   MT  0.99964141   -0 22 07.1
 DK7095
 DK7095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7095!SPC OK S     -   0.99991098  x   1.00001716  =   0.99992814
 DK7095!UTM  14      -   0.99991098  x   0.99964141  =   0.99955242
 DK7095
 DK7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4203408160(NAD 83)
 DK7095
 DK7095                          SUPERSEDED SURVEY CONTROL
 DK7095
 DK7095  NAD 83(2011)-  35 18 53.93333(N)    099 38 15.65006(W) AD(2010.00) c
 DK7095  ELLIP H (06/??/19)  567.147  (m)                       GP(2010.00) c c
 DK7095  NAD 83(2011)-  35 18 53.93334(N)    099 38 15.65010(W) AD(2010.00) c
 DK7095  ELLIP H (08/??/11)  567.147  (m)                       GP(2010.00) c c
 DK7095  NAD 83(CORS)-  35 18 53.93326(N)    099 38 15.65123(W) AD(2002.00) c
 DK7095  ELLIP H (10/??/08)  567.171  (m)                       GP(2002.00) c c
 DK7095
 DK7095.Superseded values are not recommended for survey control.
 DK7095
 DK7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7095.See file dsdata.pdf to determine how the superseded data were derived.
 DK7095
 DK7095_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7095
 DK7095                          STATION DESCRIPTION
 DK7095
 DK7095'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK7095'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK7095'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK7095'AND LOG FILES ACCESSIBLE AT:
 DK7095'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0953 ***********************************************************************
 GK0953  DESIGNATION -  SCHAUNER
 GK0953  PID         -  GK0953
 GK0953  STATE/COUNTY-  OK/TEXAS
 GK0953  COUNTRY     -  US
 GK0953  USGS QUAD   -  ELKHART SOUTH (2018)
 GK0953
 GK0953                         *CURRENT SURVEY CONTROL
 GK0953  ______________________________________________________________________
 GK0953* NAD 83(1997) POSITION- 36 59 36.46984(N) 101 55 37.68717(W)   ADJUSTED
 GK0953* NAVD 88 ORTHO HEIGHT -  1110.57  (+/-2cm)     3643.6   (feet) VERTCON3
 GK0953  ______________________________________________________________________
 GK0953  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 GK0953  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC18
 GK0953  HORZ ORDER      -  SECOND
 GK0953  VERT ORDER      -  THIRD ? (See Below)
 GK0953
 GK0953.The horizontal coordinates were established by classical geodetic methods
 GK0953.and adjusted by the National Geodetic Survey in October 1998.
 GK0953
 GK0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0953
 GK0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0953.GEOID18 height accuracy estimate available here.
 GK0953
 GK0953.The vertical order pertains to the NGVD 29 superseded value.
 GK0953
 GK0953.Click photographs - Photos may exist for this station.
 GK0953
 GK0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0953
 GK0953. The following values were computed from the NAD 83(1997) position.
 GK0953
 GK0953;                    North         East     Units Scale Factor Converg.
 GK0953;SPC OK N     -   228,262.468   250,487.311   MT  1.00004925   -2 19 03.3
 GK0953;SPC OK N     -   748,891.11    821,807.12   sFT  1.00004925   -2 19 03.3
 GK0953;UTM  14      - 4,098,153.286   239,501.184   MT  1.00043606   -1 45 44.3
 GK0953;UTM  13      - 4,098,562.376   773,471.296   MT  1.00052141   +1 51 00.6
 GK0953
 GK0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0953!SPC OK N     -   0.99982967  x   1.00004925  =   0.99987891
 GK0953!UTM  14      -   0.99982967  x   1.00043606  =   1.00026566
 GK0953!UTM  13      -   0.99982967  x   1.00052141  =   1.00035099
 GK0953
 GK0953:                Primary Azimuth Mark                     Grid Az
 GK0953:SPC OK N     -  ELKHART SCAT COM MAST                    067 26 23.2
 GK0953:UTM  14      -  ELKHART SCAT COM MAST                    066 53 04.2
 GK0953:UTM  13      -  ELKHART SCAT COM MAST                    063 16 19.3
 GK0953
 GK0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3950198153(NAD 83)
 GK0953
 GK0953|---------------------------------------------------------------------|
 GK0953| PID    Reference Object                     Distance      Geod. Az  |
 GK0953|                                                           dddmmss.s |
 GK0953| CM9999 SCHAUNER RM 1                                      02825     |
 GK0953| HH1036 ELKHART SCAT COM MAST               APPROX. 1.8 KM 0650719.9 |
 GK0953| HH1035 ELKHART MUNICIPAL TANK              APPROX. 2.6 KM 0674948.5 |
 GK0953| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX. 2.6 KM 0722421.2 |
 GK0953| CM9998 SCHAUNER AZ MK                                     0873551.3 |
 GK0953| CN3370 SCHAUNER RM 2                                      26954     |
 GK0953|---------------------------------------------------------------------|
 GK0953
 GK0953                          SUPERSEDED SURVEY CONTROL
 GK0953
 GK0953  NAD 83(1993)-  36 59 36.46936(N)    101 55 37.68701(W) AD(       ) 2
 GK0953  NAD 83(1992)-  36 59 36.47818(N)    101 55 37.67560(W) AD(       ) 2
 GK0953  NAD 83(1986)-  36 59 36.48185(N)    101 55 37.67180(W) AD(       ) 2
 GK0953  NAD 27      -  36 59 36.39820(N)    101 55 36.07201(W) AD(       ) 2
 GK0953  NGVD 29            1110.10   (m)         3642.1    (f) LEVELING    3  
 GK0953
 GK0953.Superseded values are not recommended for survey control.
 GK0953
 GK0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0953.See file dsdata.pdf to determine how the superseded data were derived.
 GK0953
 GK0953_MARKER: DS = TRIANGULATION STATION DISK
 GK0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0953_STAMPING: SCHAUNER 1934
 GK0953_MARK LOGO: CGS
 GK0953_PROJECTION: FLUSH
 GK0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0953+STABILITY: SURFACE MOTION
 GK0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0953+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2011
 GK0953
 GK0953  HISTORY     - Date     Condition        Report By
 GK0953  HISTORY     - 1934     MONUMENTED       CGS
 GK0953  HISTORY     - 1964     GOOD             CGS
 GK0953  HISTORY     - 1970     GOOD             USGS
 GK0953  HISTORY     - 1987     GOOD             NOS
 GK0953  HISTORY     - 20110523 GOOD             INDIV
 GK0953  HISTORY     - 20191008 MARK NOT FOUND   OKDOT
 GK0953
 GK0953                          STATION DESCRIPTION
 GK0953
 GK0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0953'STATION IS 1.4 MILES AIRLINE W OF ELKHART, IN SEC. 13, T 6 N,
 GK0953'R 10 E, ON PROPERTY BELONGING TO H.S. SHRAUNER, ON THE TOP
 GK0953'OF A SMALL HILL, 0.3 MILE E OF MR. SHRAUNERS FARM BUILDINGS,
 GK0953'44 FEET S OF THE CENTER LINE OF THE STATE LINE ROAD, 2 FEET
 GK0953'S OF E-W RIGHT-OF-WAY FENCE, 13 FEET E OF A BLACK TELEPHONE
 GK0953'POLE, MARK IS FLUSH WITH THE GROUND.
 GK0953'
 GK0953'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0953'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0953'
 GK0953'REFERENCE MARK NO. 1 IS N OF STATION, 43 FEET N OF CENTER LINE
 GK0953'OF THE STATE LINE ROAD, AND PROJECTS 8 INCHES.
 GK0953'
 GK0953'REFERENCE MARK NO. 2 IS W OF STATION, 41 FEET S OF CENTER
 GK0953'LINE OF THE STATE LINE ROAD, SET FLUSH WITH THE GROUND.
 GK0953'
 GK0953'AZIMUTH MARK IS E OF STATION, 20 FEET E OF CENTER LINE OF N-S
 GK0953'ROAD, 70 FEET N OF CENTER LINE OF STATE LINE ROAD, 20 FEET
 GK0953'N OF FENCE CORNER, AND PROJECTS 4 INCHES.
 GK0953'
 GK0953'STATION IS REACHED FROM ELKHART, BY DRIVING W ON STATE LINE
 GK0953'ROAD FROM INTERSECTION OF THIS ROAD AND STATE HIGHWAY 27 FOR
 GK0953'1.4 MILES TO TOP OF RISE ON ROAD AND STATION.
 GK0953'
 GK0953'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GK0953
 GK0953                          STATION RECOVERY (1964)
 GK0953
 GK0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 GK0953'STATION FOUND AS DESCRIBED.  STAMPED SHAUNER 1934.
 GK0953'
 GK0953'ALL MARKS WERE FOUND IN GOOD CONDITION.
 GK0953'
 GK0953'A 4-BY-4 WHITE CEDAR WITNESS POST WAS SET 3 FT. N. OF THE
 GK0953'AZIMUTH MARK.
 GK0953
 GK0953                          STATION RECOVERY (1970)
 GK0953
 GK0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WRM)
 GK0953'AZIMUTH MARK DESTROYED.  CAP WAS REMOVED.
 GK0953
 GK0953                          STATION RECOVERY (1987)
 GK0953
 GK0953'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 GK0953'THE STATION WAS RECOVERED AT THIS DATE.
 GK0953'STATION AND RM2 RECOVERED AS DESCRIBED IN GOOD CONDITION.  RM1
 GK0953'HAS BEEN DISTURBED AND IS TILTED WITH ARROW POINTING 20 DEGREES
 GK0953'SW OF LINE TO STATION.  AZ MK IS DESTROYED.  WHOLE MONUMENT WITH
 GK0953'DISK IS UPROOTED AND LYING ON ITS SIDE.
 GK0953'
 GK0953'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 GK0953'
 GK0953'RECOVERED BY JWB.
 GK0953
 GK0953                          STATION RECOVERY (2011)
 GK0953
 GK0953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WTC)
 GK0953'RECOVERED IN GOOD CONDITION.
 GK0953
 GK0953                          STATION RECOVERY (2019)
 GK0953
 GK0953'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (GK)
 GK0953'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0962 ***********************************************************************
 EK0962  DESIGNATION -  SCHOOL
 EK0962  PID         -  EK0962
 EK0962  STATE/COUNTY-  OK/LATIMER
 EK0962  COUNTRY     -  US
 EK0962  USGS QUAD   -  WILBURTON (2018)
 EK0962
 EK0962                         *CURRENT SURVEY CONTROL
 EK0962  ______________________________________________________________________
 EK0962* NAD 83(1993) POSITION- 34 55 22.74056(N) 095 18 30.15550(W)   ADJUSTED
 EK0962* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 EK0962  ______________________________________________________________________
 EK0962  GEOID HEIGHT    -        -31.174 (meters)                     GEOID18
 EK0962  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 EK0962  HORZ ORDER      -  SECOND
 EK0962
 EK0962.The horizontal coordinates were established by classical geodetic methods
 EK0962.and adjusted by the National Geodetic Survey in November 1994.
 EK0962
 EK0962.The orthometric height was scaled from a topographic map.
 EK0962
 EK0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0962.GEOID18 height accuracy estimate available here.
 EK0962
 EK0962.Click photographs - Photos may exist for this station.
 EK0962
 EK0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0962
 EK0962. The following values were computed from the NAD 83(1993) position.
 EK0962
 EK0962;                    North         East     Units Scale Factor Converg.
 EK0962;SPC OK S     -   179,610.100   845,902.773   MT  0.99995337   +1 31 40.1
 EK0962;SPC OK S     -   589,270.80  2,775,266.01   sFT  0.99995337   +1 31 40.1
 EK0962;UTM  15      - 3,866,934.731   289,139.827   MT  1.00014802   -1 19 19.1
 EK0962
 EK0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0962!SPC OK S     -   0.99996658  x   0.99995337  =   0.99991995
 EK0962!UTM  15      -   0.99996658  x   1.00014802  =   1.00011459
 EK0962
 EK0962:                Primary Azimuth Mark                     Grid Az
 EK0962:SPC OK S     -  SCHOOL AZ MK                             201 55 13.7
 EK0962:UTM  15      -  SCHOOL AZ MK                             204 46 12.9
 EK0962
 EK0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8913966934(NAD 83)
 EK0962
 EK0962|---------------------------------------------------------------------|
 EK0962| PID    Reference Object                     Distance      Geod. Az  |
 EK0962|                                                           dddmmss.s |
 EK0962| CY2230 SCHOOL RM 1                           6.418 METERS 10701     |
 EK0962| CY2229 SCHOOL AZ MK                                       2032653.8 |
 EK0962| CY2231 SCHOOL RM 2                           7.232 METERS 26054     |
 EK0962|---------------------------------------------------------------------|
 EK0962
 EK0962                          SUPERSEDED SURVEY CONTROL
 EK0962
 EK0962  NAD 83(1986)-  34 55 22.74448(N)    095 18 30.15057(W) AD(       ) 2
 EK0962  NAD 27      -  34 55 22.39400(N)    095 18 29.24600(W) AD(       ) 2
 EK0962
 EK0962.Superseded values are not recommended for survey control.
 EK0962
 EK0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0962.See file dsdata.pdf to determine how the superseded data were derived.
 EK0962
 EK0962_MARKER: DS = TRIANGULATION STATION DISK
 EK0962_SETTING: 66 = SET IN ROCK OUTCROP
 EK0962_STAMPING: SCHOOL 1952
 EK0962_MARK LOGO: CGS
 EK0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0962+STABILITY: POSITION/ELEVATION WELL
 EK0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0962+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0962
 EK0962  HISTORY     - Date     Condition        Report By
 EK0962  HISTORY     - 1952     MONUMENTED       CGS
 EK0962  HISTORY     - 1957     GOOD             CGS
 EK0962  HISTORY     - 20101107 GOOD             GEOCAC
 EK0962
 EK0962                          STATION DESCRIPTION
 EK0962
 EK0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0962'STATION IS LOCATED IN THE CITY OF WILBURTON ON THE GROUNDS
 EK0962'OF THE OLD WILBURTON HIGH SCHOOL.  IT IS ABOUT 0.35 MILE DUE
 EK0962'NORTH OF THE POST OFFICE AND IS ON A ROCKY BLUFF ABOUT 50
 EK0962'PACES WEST SOUTHWEST OF AN OLD DEMOLISHED ROCK SCHOOLHOUSE.
 EK0962'IT IS 49 FEET NORTH OF THE CENTERLINE OF THE ROAD, 10-1/2
 EK0962'FEET WEST SOUTHWEST OF A WHITE WITNESS POST AND 6 FEET NORTH
 EK0962'OF A SMALL ROCK LEDGE, THE DISC IS SET IN A DRILL HOLE AND
 EK0962'IS STAMPED SCHOOL 1952.
 EK0962'
 EK0962'AZIMUTH MARK IS 3-1/2 FEET NORTH OF THE NORTH SIDE OF THE
 EK0962'COURTHOUSE, 2-1/2 FEET EAST OF A WHITE WITNESS POST AND 26
 EK0962'FEET SOUTH OF THE CENTERLINE OF THE ROAD, THE MARK PROJECTS
 EK0962'6 INCHES AND THE DISC IS STAMPED SCHOOL 1952.
 EK0962'
 EK0962'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION
 EK0962'AND 38 FEET NORTH OF THE CENTERLINE OF THE ROAD, THE DISC
 EK0962'IS SET IN A DRILL HOLE AND IS STAMPED SCHOOL NO 2 1952.
 EK0962'
 EK0962'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A ROCK LEDGE, THE DISC
 EK0962'IS SET IN A DRILL HOLE AND IS STAMPED SCHOOL NO 1 1952.
 EK0962'
 EK0962'TO REACH FROM THE LATIMER COUNTY, COURTHOUSE AND AZIMUTH MARK,
 EK0962'GO WEST FOR 0.1 MILE TO INTERSECTION, TURN RIGHT (NORTH)
 EK0962'AND GO 0.2 MILE TO T ROAD, TURN RIGHT (EAST) AND GO 0.2 MILE
 EK0962'TO THE TOP OF THE HILL AND STATION ON THE LEFT AS DESCRIBED.
 EK0962
 EK0962                          STATION RECOVERY (1957)
 EK0962
 EK0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EK0962'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE
 EK0962'FOUND IN GOOD CONDITION.
 EK0962
 EK0962                          STATION RECOVERY (2010)
 EK0962
 EK0962'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1420 ***********************************************************************
 GL1420  DESIGNATION -  SCHOOL
 GL1420  PID         -  GL1420
 GL1420  STATE/COUNTY-  OK/CIMARRON
 GL1420  COUNTRY     -  US
 GL1420  USGS QUAD   -  FELT SW (2018)
 GL1420
 GL1420                         *CURRENT SURVEY CONTROL
 GL1420  ______________________________________________________________________
 GL1420* NAD 83(1993) POSITION- 36 36 22.91173(N) 102 56 59.12152(W)   ADJUSTED
 GL1420* NAVD 88 ORTHO HEIGHT -  1450.2   (meters)     4758.    (feet) VERTCON3
 GL1420  ______________________________________________________________________
 GL1420  GEOID HEIGHT    -        -22.557 (meters)                     GEOID18
 GL1420  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC18
 GL1420  HORZ ORDER      -  FIRST
 GL1420
 GL1420.The horizontal coordinates were established by classical geodetic methods
 GL1420.and adjusted by the National Geodetic Survey in November 1994.
 GL1420
 GL1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1420
 GL1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1420.GEOID18 height accuracy estimate available here.
 GL1420
 GL1420.Click photographs - Photos may exist for this station.
 GL1420
 GL1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1420
 GL1420. The following values were computed from the NAD 83(1993) position.
 GL1420
 GL1420;                    North         East     Units Scale Factor Converg.
 GL1420;SPC OK N     -   189,520.399   157,356.226   MT  0.99997468   -2 55 15.9
 GL1420;SPC OK N     -   621,784.84    516,259.55   sFT  0.99997468   -2 55 15.9
 GL1420;SPC TX N     - 1,290,116.938    70,280.923   MT  1.00012615   -0 50 24.7
 GL1420;SPC TX N     - 4,232,658.65    230,579.99   sFT  1.00012615   -0 50 24.7
 GL1420;UTM  13      - 4,053,163.416   683,370.108   MT  1.00001428   +1 13 22.5
 GL1420
 GL1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1420!SPC OK N     -   0.99977600  x   0.99997468  =   0.99975069
 GL1420!SPC TX N     -   0.99977600  x   1.00012615  =   0.99990213
 GL1420!UTM  13      -   0.99977600  x   1.00001428  =   0.99979028
 GL1420
 GL1420:                Primary Azimuth Mark                     Grid Az
 GL1420:SPC OK N     -  TEXLINE W TEX UTIL CO WATER TK           197 20 52.4
 GL1420:SPC TX N     -  TEXLINE W TEX UTIL CO WATER TK           195 16 01.2
 GL1420:UTM  13      -  TEXLINE W TEX UTIL CO WATER TK           193 12 14.0
 GL1420
 GL1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8337053163(NAD 83)
 GL1420
 GL1420|---------------------------------------------------------------------|
 GL1420| PID    Reference Object                     Distance      Geod. Az  |
 GL1420|                                                           dddmmss.s |
 GL1420| CN3374 SCHOOL RM 1                                        15744     |
 GL1420| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.26.5 KM 1942536.5 |
 GL1420| GL1467 CLAYTON MUNICIPAL TANK              APPROX.27.5 KM 2295759.3 |
 GL1420| GL1421 SCHOOL RM 2                          46.016 METERS 24256     |
 GL1420|---------------------------------------------------------------------|
 GL1420
 GL1420                          SUPERSEDED SURVEY CONTROL
 GL1420
 GL1420  NAD 83(1992)-  36 36 22.91533(N)    102 56 59.12393(W) AD(       ) 1
 GL1420  NAD 83(1986)-  36 36 22.92252(N)    102 56 59.11682(W) AD(       ) 1
 GL1420  NAD 27      -  36 36 22.82900(N)    102 56 57.38300(W) AD(       ) 1
 GL1420  NGVD 29 (07/19/86) 1449.5    (m)         4756.     (f) VERT ANG       
 GL1420
 GL1420.Superseded values are not recommended for survey control.
 GL1420
 GL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1420.See file dsdata.pdf to determine how the superseded data were derived.
 GL1420
 GL1420_MARKER: DS = TRIANGULATION STATION DISK
 GL1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1420_STAMPING: SCHOOL 1931
 GL1420_MARK LOGO: CGS
 GL1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1420+STABILITY: SURFACE MOTION
 GL1420
 GL1420  HISTORY     - Date     Condition        Report By
 GL1420  HISTORY     - 1931     MONUMENTED       CGS
 GL1420  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL1420
 GL1420                          STATION DESCRIPTION
 GL1420
 GL1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1420'STATION IS ABOUT 10 MILES (AIR LINE) W BY N OF THE TOWN OF FELT,
 GL1420'ABOUT 2 MILES S OF THE N FORK OF THE CANADIAN RIVER, 7 MILES
 GL1420'N AND 3 MILES E OF THE OLD STATE LINE, ABOUT 1/4 MILE N AND
 GL1420'ABOUT 0.1 MILE W OF SE CORNER OF SEC. 28, T 2 N, R 1 E, ON
 GL1420'PUBLIC SCHOOL LAND, ON A SMALL KNOLL IN PASTURE LAND, ON HIGHEST
 GL1420'GROUND IN THE VICINITY.
 GL1420'
 GL1420'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GL1420'CONCRETE.  NO UNDERGROUND MARK SET.
 GL1420'
 GL1420'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES ABOVE GROUND,
 GL1420'IS 3.64 METERS (11.9 FEET) N OF INTERSECTION OF FENCE LINES
 GL1420'AND 0.20 METER (0.7 FOOT) W OF N-S FENCE LINE, AND APPROXIMATELY
 GL1420'1/4 MILE FROM STATION, S 22 DEG 16 MIN E.
 GL1420'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES ABOVE GROUND,
 GL1420'AND IS 150.98 FEET FROM STATION, S 62 DEG 59 MIN W.
 GL1420'
 GL1420'BEARINGS FROM THE STATION ARE--TEXLINE, WEST TEXAS
 GL1420'UTILITIES COMPANY, WATER TANK, FINIAL, S 14 DEG 26 MIN W.
 GL1420'CLAYTON, MUNICIPAL WATER TANK, FINIAL, S 49 DEG 58 MIN W.
 GL1420'
 GL1420'TO REACH STATION FROM CLAYTON, NEW MEXICO, GO S ON FIRST
 GL1420'STREET, 1 BLOCK FROM POST OFFICE TURN E ON STATE HIGHWAY 18
 GL1420'AND GO 3.2 MILES TO WHERE HIGHWAY TURNS N, THEN N ON HIGHWAY
 GL1420'5.0 MILES, E 7.0 MILES, N ALONG OLD STATE LINE 5.3 MILES,
 GL1420'E 1.0 MILE TO WHERE MAIN ROAD TURNS N AND DIM ROAD GOES E
 GL1420'THROUGH GATE.  FOLLOW DIM ROAD ALONG S SIDE OF FENCE, 1.0
 GL1420'MILE, JOG THROUGH GAP AND CONTINUE E ALONG N SIDE OF FENCE
 GL1420'3/4 MILE, THEN BEAR LEFT AND GO NE ABOUT 1/4 MILE TO STATION
 GL1420'ON A SMALL KNOLL.
 GL1420
 GL1420                          STATION RECOVERY (1966)
 GL1420
 GL1420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL1420'STATION LOST.  MARK WAS FOUND LYING IN BOTTOM AND SAND BLOW
 GL1420'HOLE OUT OF POSITION.  NO UNDERGROUND MARK HAD BEEN SET.  BOTH
 GL1420'REFERENCE MARKS FOUND IN GOOD CONDITION.
 GL1420'
 GL1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 GL1420'MI. (AIRLINE) W. BY N. FROM FELT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1421 ***********************************************************************
 GL1421  DESIGNATION -  SCHOOL RM 2
 GL1421  PID         -  GL1421
 GL1421  STATE/COUNTY-  OK/CIMARRON
 GL1421  COUNTRY     -  US
 GL1421  USGS QUAD   -  FELT SW (2018)
 GL1421
 GL1421                         *CURRENT SURVEY CONTROL
 GL1421  ______________________________________________________________________
 GL1421* NAD 83(1993) POSITION- 36 36 22.23368(N) 102 57 00.77062(W)   ADJUSTED
 GL1421* NAVD 88 ORTHO HEIGHT -  1451.    (meters)     4760.    (feet) SCALED
 GL1421  ______________________________________________________________________
 GL1421  GEOID HEIGHT    -        -22.556 (meters)                     GEOID18
 GL1421  LAPLACE CORR    -         -6.16  (seconds)                    DEFLEC18
 GL1421  HORZ ORDER      -  THIRD
 GL1421
 GL1421.The horizontal coordinates were established by classical geodetic methods
 GL1421.and adjusted by the National Geodetic Survey in November 1994.
 GL1421
 GL1421.The orthometric height was scaled from a topographic map.
 GL1421
 GL1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1421.GEOID18 height accuracy estimate available here.
 GL1421
 GL1421.Click photographs - Photos may exist for this station.
 GL1421
 GL1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1421
 GL1421. The following values were computed from the NAD 83(1993) position.
 GL1421
 GL1421;                    North         East     Units Scale Factor Converg.
 GL1421;SPC OK N     -   189,501.615   157,314.231   MT  0.99997465   -2 55 16.9
 GL1421;SPC OK N     -   621,723.22    516,121.77   sFT  0.99997465   -2 55 16.9
 GL1421;UTM  13      - 4,053,141.645   683,329.579   MT  1.00001409   +1 13 21.5
 GL1421
 GL1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1421!SPC OK N     -   0.99977593  x   0.99997465  =   0.99975058
 GL1421!UTM  13      -   0.99977593  x   1.00001409  =   0.99979001
 GL1421
 GL1421:                Primary Azimuth Mark                     Grid Az
 GL1421:SPC OK N     -  HOOVER                                   265 55 40.4
 GL1421:UTM  13      -  HOOVER                                   261 47 02.0
 GL1421
 GL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8332953141(NAD 83)
 GL1421
 GL1421|---------------------------------------------------------------------|
 GL1421| PID    Reference Object                     Distance      Geod. Az  |
 GL1421|                                                           dddmmss.s |
 GL1421| GL1467 CLAYTON MUNICIPAL TANK              APPROX.27.4 KM 2295640.6 |
 GL1421| GL1432 HOOVER                              APPROX.10.4 KM 2630023.5 |
 GL1421|---------------------------------------------------------------------|
 GL1421
 GL1421                          SUPERSEDED SURVEY CONTROL
 GL1421
 GL1421  NAD 83(1992)-  36 36 22.23723(N)    102 57 00.77301(W) AD(       ) 3
 GL1421  NAD 83(1986)-  36 36 22.24336(N)    102 57 00.76568(W) AD(       ) 3
 GL1421  NAD 27      -  36 36 22.15058(N)    102 56 59.03249(W) AD(       ) 3
 GL1421
 GL1421.Superseded values are not recommended for survey control.
 GL1421
 GL1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1421.See file dsdata.pdf to determine how the superseded data were derived.
 GL1421
 GL1421_MARKER: DR = REFERENCE MARK DISK
 GL1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1421_STAMPING: SCHOOL NO 2 1931
 GL1421_MARK LOGO: CGS
 GL1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1421+STABILITY: SURFACE MOTION
 GL1421
 GL1421  HISTORY     - Date     Condition        Report By
 GL1421  HISTORY     - 1931     MONUMENTED       CGS
 GL1421  HISTORY     - 1966     GOOD             USGS
 GL1421
 GL1421                          STATION DESCRIPTION
 GL1421
 GL1421'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL1421'CONDITION - TRIANGULATION STATION FOUND LYING IN BOTTOM OF SHALLOW
 GL1421'BLOW HOLE IN SAND.  RM1 AND RM2 RECOVERED IN GOOD CONDITION AS
 GL1421'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1150 ***********************************************************************
 FJ1150  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1150  DESIGNATION -  SCHRODER
 FJ1150  PID         -  FJ1150
 FJ1150  STATE/COUNTY-  OK/KINGFISHER
 FJ1150  COUNTRY     -  US
 FJ1150  USGS QUAD   -  KINGFISHER (2018)
 FJ1150
 FJ1150                         *CURRENT SURVEY CONTROL
 FJ1150  ______________________________________________________________________
 FJ1150* NAD 83(2011) POSITION- 35 47 01.54691(N) 097 58 48.15512(W)   ADJUSTED
 FJ1150* NAD 83(2011) ELLIP HT-   336.614 (meters)        (06/27/12)   ADJUSTED
 FJ1150* NAD 83(2011) EPOCH   -  2010.00
 FJ1150* NAVD 88 ORTHO HEIGHT -   363.7   (meters)     1193.    (feet) GPS OBS
 FJ1150  ______________________________________________________________________
 FJ1150  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1150  GEOID HEIGHT    -        -27.016 (meters)                     GEOID96
 FJ1150  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 FJ1150  NAD 83(2011) X  -   -719,176.826 (meters)                     COMP
 FJ1150  NAD 83(2011) Y  - -5,130,174.039 (meters)                     COMP
 FJ1150  NAD 83(2011) Z  -  3,708,951.189 (meters)                     COMP
 FJ1150  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 FJ1150
 FJ1150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1150  Standards:
 FJ1150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1150  -------------------------------------------------------------------
 FJ1150  NETWORK    2.02   3.68           0.91   0.72   1.88      0.04786505
 FJ1150  -------------------------------------------------------------------
 FJ1150  Click here for local accuracies and other accuracy information.
 FJ1150
 FJ1150.The horizontal coordinates were established by GPS observations
 FJ1150.and adjusted by the National Geodetic Survey in June 2012.
 FJ1150
 FJ1150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1150.been affixed to the stable North American tectonic plate. See 
 FJ1150.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1150
 FJ1150.The horizontal coordinates are valid at the epoch date displayed above
 FJ1150.which is a decimal equivalence of Year/Month/Day.
 FJ1150
 FJ1150.The orthometric height was determined by GPS observations and a
 FJ1150.high-resolution geoid model.
 FJ1150
 FJ1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1150.GEOID18 height accuracy estimate available here.
 FJ1150
 FJ1150.Click photographs - Photos may exist for this station.
 FJ1150
 FJ1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1150
 FJ1150.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1150
 FJ1150.The ellipsoidal height was determined by GPS observations
 FJ1150.and is referenced to NAD 83.
 FJ1150
 FJ1150. The following values were computed from the NAD 83(2011) position.
 FJ1150
 FJ1150;                    North         East     Units Scale Factor Converg.
 FJ1150;SPC OK N     -    86,960.776   601,804.230   MT  0.99996769   +0 00 42.4
 FJ1150;SPC OK N     -   285,303.81  1,974,419.38   sFT  0.99996769   +0 00 42.4
 FJ1150;UTM  14      - 3,960,444.821   592,178.143   MT  0.99970470   +0 35 47.2
 FJ1150
 FJ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1150!SPC OK N     -   0.99994717  x   0.99996769  =   0.99991486
 FJ1150!UTM  14      -   0.99994717  x   0.99970470  =   0.99965189
 FJ1150
 FJ1150:                Primary Azimuth Mark                     Grid Az
 FJ1150:SPC OK N     -  SCHRODER AZ MK                           018 14 36.0
 FJ1150:UTM  14      -  SCHRODER AZ MK                           017 39 31.2
 FJ1150
 FJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9217860444(NAD 83)
 FJ1150
 FJ1150|---------------------------------------------------------------------|
 FJ1150| PID    Reference Object                     Distance      Geod. Az  |
 FJ1150|                                                           dddmmss.s |
 FJ1150| CL6209 SCHRODER AZ MK                                     0181518.4 |
 FJ1150| FJ1148 KINGFISHER MUNICIPAL TANK           APPROX. 9.7 KM 0253902.2 |
 FJ1150| FJ1151 KINGFISHER MUNICIPAL S TANK         APPROX. 8.0 KM 0272529.5 |
 FJ1150| CL6210 SCHRODER RM 1                        19.129 METERS 07857     |
 FJ1150| FJ1138 OKARCHE FARMERS COOP ELEV           APPROX. 6.6 KM 1742135.9 |
 FJ1150| FJ1132 OKARCHE MUNICIPAL TANK              APPROX. 6.3 KM 1800014.1 |
 FJ1150| FK0533 KINGFISHER VORTAC                   APPROX. 3.2 KM 3175039.7 |
 FJ1150| CL6211 SCHRODER RM 2                        22.503 METERS 32348     |
 FJ1150|---------------------------------------------------------------------|
 FJ1150
 FJ1150                          SUPERSEDED SURVEY CONTROL
 FJ1150
 FJ1150  NAD 83(2007)-  35 47 01.54693(N)    097 58 48.15585(W) AD(2002.00) 0
 FJ1150  ELLIP H (02/10/07)  336.636  (m)                       GP(2002.00)    
 FJ1150  ELLIP H (04/16/01)  336.627  (m)                       GP(       ) 4 2
 FJ1150  NAD 83(1993)-  35 47 01.54683(N)    097 58 48.15542(W) AD(       ) B
 FJ1150  ELLIP H (05/09/94)  336.669  (m)                       GP(       ) 4 2
 FJ1150  NAD 83(1986)-  35 47 01.55157(N)    097 58 48.14150(W) AD(       ) 1
 FJ1150  NAD 27      -  35 47 01.39259(N)    097 58 46.95154(W) AD(       ) 1
 FJ1150  NAVD 88 (01/13/95)  363.7    (m)  UNKNOWN  model used  GPS OBS        
 FJ1150  NAVD 88 (05/09/94)  363.7    (m)  GEOID93  model used  GPS OBS        
 FJ1150  NGVD 29 (07/19/86)  363.6    (m)         1193.     (f) VERT ANG       
 FJ1150
 FJ1150.Superseded values are not recommended for survey control.
 FJ1150
 FJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1150.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1150
 FJ1150_MARKER: DS = TRIANGULATION STATION DISK
 FJ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1150_STAMPING: SCHRODER 1968
 FJ1150_MARK LOGO: CGS
 FJ1150_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1150+STABILITY: SURFACE MOTION
 FJ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1150+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1993
 FJ1150
 FJ1150  HISTORY     - Date     Condition        Report By
 FJ1150  HISTORY     - 1968     MONUMENTED       CGS
 FJ1150  HISTORY     - 1968     GOOD             CGS
 FJ1150  HISTORY     - 1973     GOOD             NGS
 FJ1150  HISTORY     - 1976     GOOD             NGS
 FJ1150  HISTORY     - 19890301 GOOD             NGS
 FJ1150  HISTORY     - 19930422 GOOD             NGS
 FJ1150
 FJ1150                          STATION DESCRIPTION
 FJ1150
 FJ1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ1150'STATION IS LOCATED ON A LOW HILL AND IS ON PROPERTY OWNED AND
 FJ1150'OCCUPIED BY MR. EMIL SCHRODER.  IT IS ABOUT 5 MILES SOUTH OF
 FJ1150'KINGFISHER AND ABOUT 3 MILES NORTH OF OKARCHE.  THE STATION IS
 FJ1150'LOCATED IN THE NE 1/4 OF SEC. 19, T 15 N, R 7 W.  THE STATION
 FJ1150'MARK IS 36 FEET SOUTH OF THE APPROXIMATE CENTER OF GRADED ROAD,
 FJ1150'34 FEET WEST OF FENCE CORNER AND 10.1 FEET SOUTH OF A METAL
 FJ1150'WITNESS POST WITH SIGN ATTACHED.  THE STATION IS MARKED BY A
 FJ1150'STANDARD TRIANGULATION STATION DISK, THE UNDER
 FJ1150'GROUND MARK BEING ABOUT 40 INCHES BELOW THE SURFACE OF THE
 FJ1150'GROUND.  THE SURFACE STATION MARK HAS THE DISK CEMENTED IN
 FJ1150'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS
 FJ1150'ONE INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 FJ1150'STAMPED SCHRODER 1968.
 FJ1150'
 FJ1150'TO REACH FROM THE POST OFFICE IN OKARCHE, GO WEST FOR 0.5
 FJ1150'MILE TO U.S. HIGHWAY 81.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY
 FJ1150'81 FOR 0.3 MILE TO A SIDEROAD LEFT.  TURN LEFT.  THEN TURN RIGHT
 FJ1150'IMMEDIATELY AND GO NORTH ON A SURFACED ROAD FOR 0.7 MILE TO THE
 FJ1150'END OF PAVEMENT.  CONTINUE NORTH ON GRADED ROAD FOR 3.0 MILES TO
 FJ1150'CROSSROAD, TURN LEFT AND GO WEST FOR 0.15 MILE TO A Y-FENCE
 FJ1150'CORNER ON THE LEFT AND STATION AS DESCRIBED.
 FJ1150'
 FJ1150'AZIMUTH MARK IS 62 FEET NORTH OF THE APPROXIMATE CENTER OF
 FJ1150'FIELD ROAD, 34 FEET WEST OF THE APPROXIMATE CENTER OF GRADED
 FJ1150'ROAD AND 3.7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED
 FJ1150'AND 1 FOOT EAST OF FENCELINE.  IT IS MARKED BY A STANDARD AZIMUTH
 FJ1150'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 FJ1150'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 FJ1150'DISK IS STAMPED SCHRODER 1968.
 FJ1150'
 FJ1150'REFERENCE MARK NO. 1 IS 29 FEET EAST OF FENCE CORNER, 25 FEET
 FJ1150'SOUTH OF THE APPROXIMATE CENTER OF GRADED ROAD AND 1 FOOT NORTH
 FJ1150'OF FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK
 FJ1150'THAT IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 FJ1150'THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 FJ1150'STAMPED SCHRODER NO 1 1968.
 FJ1150'
 FJ1150'REFERENCE MARK NO. 2 IS 25-1/2 FEET NORTH OF THE APPROXIMATE
 FJ1150'CENTER OF GRADED ROAD, 16.3 FEET EAST OF UTILITY POLE AND 1/2
 FJ1150'FOOT SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE
 FJ1150'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 FJ1150'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 FJ1150'DISK IS STAMPED SCHRODER NO 2 1968.
 FJ1150'
 FJ1150'DUE TO GROWTH A DISTANCE COULD NOT BE TAKEN BETWEEN REFERENCE
 FJ1150'MARKS.
 FJ1150'
 FJ1150'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT ROAD
 FJ1150'FOR 0.15 MILE TO CROSSROAD, TURN LEFT AND GO NORTH ON DIRT ROAD
 FJ1150'FOR 0.5 MILE AND AZIMUTH MARK ON THE LEFT, WEST SIDE OF ROAD.  AS
 FJ1150'DESCRIBED.
 FJ1150
 FJ1150                          STATION RECOVERY (1968)
 FJ1150
 FJ1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FJ1150'RECOVERED IN GOOD CONDITION.
 FJ1150
 FJ1150                          STATION RECOVERY (1973)
 FJ1150
 FJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS)
 FJ1150'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 FJ1150'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968.  THE DIRECTIONS
 FJ1150'TO ALL MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 FJ1150'BUT A DIFFERENCE OF 0.06 FOOT OR 0.020 METERS WAS NOTED TO
 FJ1150'REFERENCE MARK 2.  THE STATION MARK WAS USED FOR THE ANTENNA SITE
 FJ1150'FOR GEOCEIVER STATION 51030.  A NEW TO REACH FOLLOWS--
 FJ1150'
 FJ1150'TO REACH THE STATION FROM THE POST OFFICE IN KINGFISHER, GO
 FJ1150'SOUTH ON U.S. HIGHWAY 81 FOR 5.75 MILES TO A SIDE ROAD ON THE
 FJ1150'RIGHT, TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 1.45 MILES
 FJ1150'TO A GRADED CROSSROAD, (TO REACH THE AZIMUTH MARK FROM THIS POINT
 FJ1150'TURN RIGHT AND GO NORTH FOR 0.45 MILE TO THE MARK ON THE LEFT.),
 FJ1150'CONTINUE WEST ON THE GRADED ROAD FOR 0.15 MILE TO THE STATION
 FJ1150'ON THE LEFT, JUST BEFORE GOING DOWN A HILL.
 FJ1150'
 FJ1150'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FJ1150'
 FJ1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FJ1150'4 MILES NORTH OF OKARCHE.
 FJ1150
 FJ1150                          STATION RECOVERY (1976)
 FJ1150
 FJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 FJ1150'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 FJ1150'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1968
 FJ1150'DATA.  REFERENCE MARK 1 HAD BEEN HIT WITH ROAD EQUIPMENT AND THE
 FJ1150'DISK WAS BENT UPWARD ON ONE SIDE.  THE MONUMENT WAS SOLID AND
 FJ1150'THE DISK WAS BENT BACK AND REINFORCED.  DISTANCES AND DIRECTIONS
 FJ1150'TO REFERENCE MARK 2 AND AZIMUTH MARK CHECKED THE 1973 RECOVERY
 FJ1150'NOTE.  A SHORTER DISTANCE TO REFERENCE MARK 1 OF 0.011 METER
 FJ1150'WAS NOTED.  THE 1968 AND 1973 DATA ARE ADEQUATE FOR STATION
 FJ1150'RECOVERY.  THE STATION MARK WAS USED AS THE ANTENNA SITE FOR
 FJ1150'GEOCEIVER STATION 52030.
 FJ1150'
 FJ1150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FJ1150'4 MILES NORTH OF OKARCHE.
 FJ1150
 FJ1150                          STATION RECOVERY (1989)
 FJ1150
 FJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FJ1150'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FJ1150'FOLLOWS.
 FJ1150'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) SOUTHWEST OF KINGFISHER,
 FJ1150'4.8 KM (3.00 MI) NORTH OF OKARCHE AND 2.6 KM (1.60 MI) WEST OF U.S.
 FJ1150'HIGHWAY 81.  OWNERSHIP--JOHN SCHRODER.
 FJ1150'TO REACH THE STATION FROM THE JUNTION OF U.S. HIGHWAY 81 AND STATE
 FJ1150'HIGHWAY 33 IN KINGFISHER, GO SOUTHERLY ON HIGHWAY 81 FOR 8.8 KM
 FJ1150'(5.45 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 FJ1150'PAVED ROAD (TURNS TO A GRAVEL ROAD) FOR 2.6 KM (1.60 MI) TO THE
 FJ1150'STATION ON THE LEFT, IN THE NORTHEAST CORNER OF A PASTURE.
 FJ1150'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FJ1150'CONCRETE POST THAT IS RECESSED 2 CM BELOW GROUND.  LOCATED 10.9 M
 FJ1150'(35.8 FT) SOUTH OF THE CENTER OF THE ROAD, 10.3 M (33.8 FT) SOUTHWEST
 FJ1150'OF A FENCE CORNER, 4.0 M (13.1 FT) NORTHWEST OF A FENCE, AND 3.1 M
 FJ1150'(10.2 FT) SOUTHEAST OF A FENCE AND METAL WITNESS POST.
 FJ1150'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FJ1150
 FJ1150                          STATION RECOVERY (1993)
 FJ1150
 FJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ1150'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 FJ1150'GOOD CONDITION.  REFERENCE MARK 2 IS LEANING BUT USABLE TO ASSIST IN
 FJ1150'STATION RECOVERY.
 FJ1150'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH-SOUTHWEST OF KINGFISHER,
 FJ1150'5 KM (3.10 MI) NORTH OF OKARCHE, ON A LOW HILL, IN THE CORNER OF A
 FJ1150'PASTURE, IN THE NORTHEAST 1/4 OF SECTION 18, T 15 N, R 7 W.
 FJ1150'OWNERSHIP--EMIL SCHRODER, ROUTE 2 BOX 88, OKARCHE, OK 73762. PHONE IS
 FJ1150'405-263-7683.  HE LIVES ABOUT 0.8 KM (0.50 MI) SOUTHEAST OF STATION.
 FJ1150'TO REACH FROM THE JUNCTION OF US HIGHWAY 81 AND STATE HIGHWAYS 3 AND
 FJ1150'33 IN KINGFISHER, GO SOUTH ON HIGHWAYS 3 AND 81 FOR 8.83 KM
 FJ1150'(5.50 MI) TO A CROSSROAD AT BRICK HOUSE ON THE RIGHT.  TURN RIGHT,
 FJ1150'WEST, ON PAVED ROAD FOR 2.36 KM (1.45 MI) TO A DIRT CROSSROAD NEAR
 FJ1150'TOP OF GRADE.  TO REACH THE AZIMUTH MARK, TURN RIGHT, NORTH, FOR 0.85
 FJ1150'KM (0.50 MI) TO THE MARK ON THE LEFT.  CONTINUE WEST ON PAVED ROAD
 FJ1150'FOR 0.12 KM (0.05 MI) TO TOP OF HILL, END OF PAVEMENT AND A PIPE GATE
 FJ1150'ON THE LEFT.  CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO STATION ON THE
 FJ1150'LEFT AT POINT WHERE ROAD BEGINS DOWNHILL.
 FJ1150'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 10 CM
 FJ1150'BELOW GROUND IN THE PASTURE.  IT IS 11.3 M (37.1 FT) SOUTH OF, AND 1
 FJ1150'M (3.3 FT) HIGHER THAN THE ROAD CENTER, 3.0 M (9.8 FT)
 FJ1150'SOUTH-SOUTHEAST OF A PIPE WITNESS POST IN THE FENCE, 2.9 M (9.5 FT)
 FJ1150'SOUTH OF THE FENCE, 10.4 M (34.1 FT) SOUTHWEST OF AN ANGLED FENCE
 FJ1150'CORNER, AND 4.1 M (13.5 FT) NORTHWEST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0677 ***********************************************************************
 GJ0677  DESIGNATION -  SCHRODER
 GJ0677  PID         -  GJ0677
 GJ0677  STATE/COUNTY-  OK/DEWEY
 GJ0677  COUNTRY     -  US
 GJ0677  USGS QUAD   -  CAMARGO (2018)
 GJ0677
 GJ0677                         *CURRENT SURVEY CONTROL
 GJ0677  ______________________________________________________________________
 GJ0677* NAD 83(1993) POSITION- 36 05 55.88505(N) 099 16 04.83250(W)   ADJUSTED
 GJ0677* NAVD 88 ORTHO HEIGHT -   678.    (meters)     2224.    (feet) SCALED
 GJ0677  ______________________________________________________________________
 GJ0677  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 GJ0677  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 GJ0677  HORZ ORDER      -  FIRST
 GJ0677
 GJ0677.The horizontal coordinates were established by classical geodetic methods
 GJ0677.and adjusted by the National Geodetic Survey in November 1994.
 GJ0677
 GJ0677.The orthometric height was scaled from a topographic map.
 GJ0677
 GJ0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0677.GEOID18 height accuracy estimate available here.
 GJ0677
 GJ0677.Click photographs - Photos may exist for this station.
 GJ0677
 GJ0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0677
 GJ0677. The following values were computed from the NAD 83(1993) position.
 GJ0677
 GJ0677;                    North         East     Units Scale Factor Converg.
 GJ0677;SPC OK N     -   122,666.771   485,823.887   MT  0.99994612   -0 44 53.9
 GJ0677;SPC OK N     -   402,449.23  1,593,907.20   sFT  0.99994612   -0 44 53.9
 GJ0677;UTM  14      - 3,994,946.469   475,875.139   MT  0.99960717   -0 09 28.5
 GJ0677
 GJ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0677!SPC OK N     -   0.99989796  x   0.99994612  =   0.99984409
 GJ0677!UTM  14      -   0.99989796  x   0.99960717  =   0.99950518
 GJ0677
 GJ0677:                Primary Azimuth Mark                     Grid Az
 GJ0677:SPC OK N     -  SCHRODER AZ MK                           050 10 26.4
 GJ0677:UTM  14      -  SCHRODER AZ MK                           049 35 01.0
 GJ0677
 GJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME7587594946(NAD 83)
 GJ0677
 GJ0677|---------------------------------------------------------------------|
 GJ0677| PID    Reference Object                     Distance      Geod. Az  |
 GJ0677|                                                           dddmmss.s |
 GJ0677| CL4015 SCHRODER AZ MK                                     0492532.5 |
 GJ0677| CL4016 SCHRODER RM 1                        42.440 METERS 18100     |
 GJ0677| CL4017 SCHRODER RM 2                        17.782 METERS 27704     |
 GJ0677|---------------------------------------------------------------------|
 GJ0677
 GJ0677                          SUPERSEDED SURVEY CONTROL
 GJ0677
 GJ0677  NAD 83(1986)-  36 05 55.88898(N)    099 16 04.82176(W) AD(       ) 1
 GJ0677  NAD 27      -  36 05 55.73306(N)    099 16 03.44361(W) AD(       ) 1
 GJ0677
 GJ0677.Superseded values are not recommended for survey control.
 GJ0677
 GJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0677.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0677
 GJ0677_MARKER: DS = TRIANGULATION STATION DISK
 GJ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0677_STAMPING: SCHRODER 1963
 GJ0677_MARK LOGO: CGS
 GJ0677_PROJECTION: FLUSH
 GJ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0677+STABILITY: SURFACE MOTION
 GJ0677
 GJ0677  HISTORY     - Date     Condition        Report By
 GJ0677  HISTORY     - 1963     MONUMENTED       CGS
 GJ0677
 GJ0677                          STATION DESCRIPTION
 GJ0677
 GJ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0677'THE STATION IS ON A LOW, BARE KNOLL IN PASTURE LAND, ON PROPERTY
 GJ0677'OWNED BY MR. C. L. SCHRODER.  IT IS ABOUT 5-3/4 MILES NORTH-NORTHEAST
 GJ0677'OF CAMARGO AND 3-3/4 MILES SOUTHEAST OF VICI.
 GJ0677'
 GJ0677'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO EAST ON U. S.
 GJ0677'HIGHWAY 60 FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 34.  TURN
 GJ0677'RIGHT AND GO SOUTH ON STATE HIGHWAY 34 FOR 3.35 MILES TO A
 GJ0677'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, CROSSING
 GJ0677'CATTLE GUARD AND GO SOUTHWEST ON DIRT ROAD FOR 0.25 MILE TO SOME
 GJ0677'FARM BUILDINGS.  TURN AND GO WEST AND NORTHWEST FOR 0.1 MILE TO THE
 GJ0677'HIGHEST POINT OF THE KNOLL AND THE STATION.
 GJ0677'
 GJ0677'STATION MARK IS A STANDARD DISK, STAMPED SCHRODER 1963, SET IN THE
 GJ0677'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0677'IT IS 140 FEET NORTH OF A WIRE FENCE.
 GJ0677'
 GJ0677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCHRODER NO 1 1963, SET
 GJ0677'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0677'SURFACE.  IT IS 2.5 FEET WEST OF A WITNESS POST, 1 FOOT NORTH OF
 GJ0677'THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0677'
 GJ0677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCHRODER NO 2 1963, SET
 GJ0677'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0677'SURFACE.  IT IS 145 FEET NORTH OF THE FENCE AND ABOUT THE SAME
 GJ0677'ELEVATION AS THE STATION.
 GJ0677'
 GJ0677'AZIMUTH MARK IS A STANDARD DISK, STAMPED SCHRODER 1963, SET IN THE
 GJ0677'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0677'IT IS 110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET SOUTH
 GJ0677'OF THE CENTERLINE OF A GRADED ROAD, 26 FEET WEST OF THE WEST END
 GJ0677'OF A CATTLE GUARD, 3 FEET WEST OF A WITNESS POST, 2 FEET SOUTH OF
 GJ0677'A TELEPHONE LINE POLE AND 1 FOOT SOUTH OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0633 ***********************************************************************
 GJ0633  DESIGNATION -  SCHUPBACK
 GJ0633  PID         -  GJ0633
 GJ0633  STATE/COUNTY-  OK/WOODS
 GJ0633  COUNTRY     -  US
 GJ0633  USGS QUAD   -  TEGARDEN SE (2018)
 GJ0633
 GJ0633                         *CURRENT SURVEY CONTROL
 GJ0633  ______________________________________________________________________
 GJ0633* NAD 83(1997) POSITION- 36 49 35.79029(N) 098 47 29.40174(W)   ADJUSTED
 GJ0633* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 GJ0633  ______________________________________________________________________
 GJ0633  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 GJ0633  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 GJ0633  HORZ ORDER      -  SECOND
 GJ0633
 GJ0633.The horizontal coordinates were established by classical geodetic methods
 GJ0633.and adjusted by the National Geodetic Survey in October 1998.
 GJ0633
 GJ0633.The orthometric height was scaled from a topographic map.
 GJ0633
 GJ0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0633.GEOID18 height accuracy estimate available here.
 GJ0633
 GJ0633.Click photographs - Photos may exist for this station.
 GJ0633
 GJ0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0633
 GJ0633. The following values were computed from the NAD 83(1997) position.
 GJ0633
 GJ0633;                    North         East     Units Scale Factor Converg.
 GJ0633;SPC OK N     -   202,963.035   529,387.538   MT  1.00001149   -0 28 01.6
 GJ0633;SPC OK N     -   665,887.89  1,736,832.28   sFT  1.00001149   -0 28 01.6
 GJ0633;UTM  14      - 4,075,658.038   518,593.518   MT  0.99960426   +0 07 29.9
 GJ0633
 GJ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0633!SPC OK N     -   0.99992955  x   1.00001149  =   0.99994104
 GJ0633!UTM  14      -   0.99992955  x   0.99960426  =   0.99953384
 GJ0633
 GJ0633:                Primary Azimuth Mark                     Grid Az
 GJ0633:SPC OK N     -  SCHUPBACK AZ MK                          088 51 54.7
 GJ0633:UTM  14      -  SCHUPBACK AZ MK                          088 16 23.2
 GJ0633
 GJ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1859375658(NAD 83)
 GJ0633
 GJ0633|---------------------------------------------------------------------|
 GJ0633| PID    Reference Object                     Distance      Geod. Az  |
 GJ0633|                                                           dddmmss.s |
 GJ0633| CL4022 SCHUPBACK RM 1                       20.650 METERS 00338     |
 GJ0633| CL4021 SCHUPBACK AZ MK                                    0882353.1 |
 GJ0633| CL4023 SCHUPBACK RM 2                       20.874 METERS 08845     |
 GJ0633| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.11.7 KM 1101809.8 |
 GJ0633| GJ0612 NOEL FARMERS CO OP ELEVATOR         APPROX. 8.2 KM 1300822.2 |
 GJ0633|---------------------------------------------------------------------|
 GJ0633
 GJ0633                          SUPERSEDED SURVEY CONTROL
 GJ0633
 GJ0633  NAD 83(1993)-  36 49 35.79035(N)    098 47 29.40186(W) AD(       ) 2
 GJ0633  NAD 83(1986)-  36 49 35.79412(N)    098 47 29.39009(W) AD(       ) 2
 GJ0633  NAD 27      -  36 49 35.68461(N)    098 47 28.06688(W) AD(       ) 2
 GJ0633
 GJ0633.Superseded values are not recommended for survey control.
 GJ0633
 GJ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0633.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0633
 GJ0633_MARKER: DS = TRIANGULATION STATION DISK
 GJ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0633_STAMPING: SCHUPBACK 1951
 GJ0633_MARK LOGO: CGS
 GJ0633_PROJECTION: FLUSH
 GJ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0633+STABILITY: SURFACE MOTION
 GJ0633
 GJ0633  HISTORY     - Date     Condition        Report By
 GJ0633  HISTORY     - 1951     MONUMENTED       CGS
 GJ0633
 GJ0633                          STATION DESCRIPTION
 GJ0633
 GJ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0633'THE STATION IS LOCATED ABOUT 7.0 MILES WEST AND 1.0 MILE NORTH OF
 GJ0633'ALVA IN THE NORTHEAST CORNER OF A CULTIVATED FIELD.  IT IS 36 FEET
 GJ0633'SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 39 FEET WEST OF THE CENTER
 GJ0633'OF A NORTH-SOUTH ROAD, 7 FEET SOUTHWEST OF A FENCE CORNER AND 4
 GJ0633'FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED SCHUPBACK
 GJ0633'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 GJ0633'
 GJ0633'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET WEST OF THE
 GJ0633'CENTER OF A NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTER OF AN
 GJ0633'EAST-WEST ROAD AND 2 FEET NORTH OF A FENCE CORNER.  IT IS STAMPED
 GJ0633'SCHUPBACK NO 1 1951 AND PROJECTS 3 INCHES.
 GJ0633'
 GJ0633'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH OF
 GJ0633'THE CENTER OF AN EAST-WEST ROAD, 29 FEET EAST OF THE CENTER OF A
 GJ0633'NORTH-SOUTH ROAD, 12 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST
 GJ0633'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED SCHUPBACK NO 2 1951
 GJ0633'AND PROJECTS 3 INCHES.
 GJ0633'
 GJ0633'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. NO. 2 IS 92.14 FEET.
 GJ0633'
 GJ0633'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 70 FEET EAST OF A T
 GJ0633'FENCE CORNER, 27 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 2
 GJ0633'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 2 FEET WEST OF A WITNESS
 GJ0633'POST.  IT IS STAMPED SCHUPBACK 1951 AND PROJECTS 6 INCHES.
 GJ0633'
 GJ0633'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHEAST OF THE
 GJ0633'POST OFFICE IN ALVA, GO SOUTH FOR 0.4 MILE TO U. S. HIGHWAY 64, TURN
 GJ0633'RIGHT AND GO WEST ON U. S. HIGHWAY 64 FOR 6.1 MILES TO A CROSSROAD.
 GJ0633'TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 2.0 MILES TO A CROSSROAD,
 GJ0633'TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.5 MILE TO AZIMUTH MARK
 GJ0633'ON RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.5 MILE TO A CROSSROAD
 GJ0633'AND STATION ON LEFT AS DESCRIBED.
 GJ0633'
 GJ0633'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0819 ***********************************************************************
 EM0819  DESIGNATION -  SCOTT 2
 EM0819  PID         -  EM0819
 EM0819  STATE/COUNTY-  OK/COMANCHE
 EM0819  COUNTRY     -  US
 EM0819  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0819
 EM0819                         *CURRENT SURVEY CONTROL
 EM0819  ______________________________________________________________________
 EM0819* NAD 83(1993) POSITION- 34 44 43.74238(N) 098 31 56.63732(W)   ADJUSTED
 EM0819* NAVD 88 ORTHO HEIGHT -   747.    (meters)     2451.    (feet) SCALED
 EM0819  ______________________________________________________________________
 EM0819  GEOID HEIGHT    -        -25.578 (meters)                     GEOID18
 EM0819  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC18
 EM0819  HORZ ORDER      -  THIRD
 EM0819
 EM0819.The horizontal coordinates were established by classical geodetic methods
 EM0819.and adjusted by the National Geodetic Survey in November 1994.
 EM0819
 EM0819.The orthometric height was scaled from a topographic map.
 EM0819
 EM0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0819.GEOID18 height accuracy estimate available here.
 EM0819
 EM0819.Click photographs - Photos may exist for this station.
 EM0819
 EM0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0819
 EM0819. The following values were computed from the NAD 83(1993) position.
 EM0819
 EM0819;                    North         East     Units Scale Factor Converg.
 EM0819;SPC OK S     -   156,769.635   551,251.393   MT  0.99993989   -0 18 07.9
 EM0819;SPC OK S     -   514,335.04  1,808,563.95   sFT  0.99993989   -0 18 07.9
 EM0819;UTM  14      - 3,844,918.341   542,801.209   MT  0.99962258   +0 15 59.4
 EM0819
 EM0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0819!SPC OK S     -   0.99988675  x   0.99993989  =   0.99982664
 EM0819!UTM  14      -   0.99988675  x   0.99962258  =   0.99950937
 EM0819
 EM0819:                Primary Azimuth Mark                     Grid Az
 EM0819:SPC OK S     -  FORT SILL CROSS MT TARGET                222 40 51.4
 EM0819:UTM  14      -  FORT SILL CROSS MT TARGET                222 06 44.1
 EM0819
 EM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4280144918(NAD 83)
 EM0819
 EM0819|---------------------------------------------------------------------|
 EM0819| PID    Reference Object                     Distance      Geod. Az  |
 EM0819|                                                           dddmmss.s |
 EM0819| EM0820 MT SCOTT RESET                      111.674 METERS 15618     |
 EM0819| EM0805 FORT SILL CROSS MT TARGET           APPROX. 7.6 KM 2222243.5 |
 EM0819|---------------------------------------------------------------------|
 EM0819
 EM0819                          SUPERSEDED SURVEY CONTROL
 EM0819
 EM0819  NAD 83(1986)-  34 44 43.74828(N)    098 31 56.62245(W) AD(       ) 3
 EM0819  NAD 83(1986)-  34 44 43.74739(N)    098 31 56.62056(W) AD(       ) 3
 EM0819  NAD 27      -  34 44 43.50200(N)    098 31 55.40900(W) AD(       ) 3
 EM0819
 EM0819.Superseded values are not recommended for survey control.
 EM0819
 EM0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0819.See file dsdata.pdf to determine how the superseded data were derived.
 EM0819
 EM0819_MARKER: I = METAL ROD
 EM0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0819_MARK LOGO: USA
 EM0819_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0819+STABILITY: SURFACE MOTION
 EM0819
 EM0819  HISTORY     - Date     Condition        Report By
 EM0819  HISTORY     - 1945     MONUMENTED       USA
 EM0819  HISTORY     - 20000212 GOOD             LOCSUR
 EM0819  HISTORY     - 20120204 GOOD             GEOCAC
 EM0819
 EM0819                          STATION DESCRIPTION
 EM0819
 EM0819'DESCRIBED BY US ARMY 1945
 EM0819'ON THE NORTH SIDE OF THE TOP OF MT. SCOTT.  MARKED BY A SECTION
 EM0819'OF 3/8-INCH IRON REINFORCING ROD EMBEDDED IN A CONCRETE BLOCK
 EM0819'43.0 FEET E OF ROAD JUNCTION AT TOP OF MOUNTAIN.  ALSO, 17.0
 EM0819'FEET E OF EAST CURB OF OUT ROAD AND ABOUT 6 FEET ABOVE ROAD
 EM0819'LEVEL.
 EM0819
 EM0819                          STATION RECOVERY (2000)
 EM0819
 EM0819'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0819'RECOVERED IN GOOD CONDITION.  NOTE--CONSIDERED GOOD GPS OCCUPATION
 EM0819'POINT, NO OBSTRUCTIONS.
 EM0819
 EM0819                          STATION RECOVERY (2012)
 EM0819
 EM0819'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 EM0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0818 ***********************************************************************
 EM0818  DESIGNATION -  SCOTT KNOLL 1945
 EM0818  PID         -  EM0818
 EM0818  STATE/COUNTY-  OK/COMANCHE
 EM0818  COUNTRY     -  US
 EM0818  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0818
 EM0818                         *CURRENT SURVEY CONTROL
 EM0818  ______________________________________________________________________
 EM0818* NAD 83(1993) POSITION- 34 44 04.20215(N) 098 32 18.14628(W)   ADJUSTED
 EM0818* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) SCALED
 EM0818  ______________________________________________________________________
 EM0818  GEOID HEIGHT    -        -25.570 (meters)                     GEOID18
 EM0818  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 EM0818  HORZ ORDER      -  THIRD
 EM0818
 EM0818.The horizontal coordinates were established by classical geodetic methods
 EM0818.and adjusted by the National Geodetic Survey in November 1994.
 EM0818
 EM0818.The orthometric height was scaled from a topographic map.
 EM0818
 EM0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0818.GEOID18 height accuracy estimate available here.
 EM0818
 EM0818.Click photographs - Photos may exist for this station.
 EM0818
 EM0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0818
 EM0818. The following values were computed from the NAD 83(1993) position.
 EM0818
 EM0818;                    North         East     Units Scale Factor Converg.
 EM0818;SPC OK S     -   155,554.176   550,697.831   MT  0.99993937   -0 18 20.1
 EM0818;SPC OK S     -   510,347.33  1,806,747.80   sFT  0.99993937   -0 18 20.1
 EM0818;UTM  14      - 3,843,697.835   542,259.910   MT  0.99962201   +0 15 46.9
 EM0818
 EM0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0818!SPC OK S     -   0.99993446  x   0.99993937  =   0.99987383
 EM0818!UTM  14      -   0.99993446  x   0.99962201  =   0.99955649
 EM0818
 EM0818:                Primary Azimuth Mark                     Grid Az
 EM0818:SPC OK S     -  THOMAS                                   168 33 26.1
 EM0818:UTM  14      -  THOMAS                                   167 59 19.1
 EM0818
 EM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4225943697(NAD 83)
 EM0818
 EM0818|---------------------------------------------------------------------|
 EM0818| PID    Reference Object                     Distance      Geod. Az  |
 EM0818|                                                           dddmmss.s |
 EM0818| EM0825 THOMAS                              APPROX. 1.3 KM 1681506.0 |
 EM0818|---------------------------------------------------------------------|
 EM0818
 EM0818                          SUPERSEDED SURVEY CONTROL
 EM0818
 EM0818  NAD 83(1986)-  34 44 04.20771(N)    098 32 18.13136(W) AD(       ) 3
 EM0818  NAD 27      -  34 44 03.96300(N)    098 32 16.91600(W) AD(       ) 3
 EM0818
 EM0818.Superseded values are not recommended for survey control.
 EM0818
 EM0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0818.See file dsdata.pdf to determine how the superseded data were derived.
 EM0818
 EM0818_MARKER: M = AMMO SHELL CASING
 EM0818_SETTING: 66 = SET IN ROCK OUTCROP
 EM0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0818+STABILITY: POSITION/ELEVATION WELL
 EM0818
 EM0818  HISTORY     - Date     Condition        Report By
 EM0818  HISTORY     - 1945     MONUMENTED       USA
 EM0818  HISTORY     - 20120204 MARK NOT FOUND   GEOCAC
 EM0818
 EM0818                          STATION DESCRIPTION
 EM0818
 EM0818'DESCRIBED BY US ARMY 1945
 EM0818'SUMMIT OF SMALL KNOLL S OF MT. SCOTT ABOUT 300 YDS. S OF SCENIC
 EM0818'HWY.  MARKED BY THE BASE OF A .30 CALIBER CARTRIDGE CASE
 EM0818'EMBEDDED IN CEMENT IN ROCK OUTCROP NEAR CENTER OF SMALL KNOLL.
 EM0818
 EM0818                          STATION RECOVERY (2012)
 EM0818
 EM0818'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 EM0818'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0818 ***********************************************************************
 EL0818  DESIGNATION -  SCULLIN
 EL0818  PID         -  EL0818
 EL0818  STATE/COUNTY-  OK/MURRAY
 EL0818  COUNTRY     -  US
 EL0818  USGS QUAD   -  ROFF SOUTH (2018)
 EL0818
 EL0818                         *CURRENT SURVEY CONTROL
 EL0818  ______________________________________________________________________
 EL0818* NAD 83(1993) POSITION- 34 30 45.26765(N) 096 51 33.70320(W)   ADJUSTED
 EL0818* NAVD 88 ORTHO HEIGHT -   379.98  (+/-2cm)     1246.7   (feet) VERTCON3
 EL0818  ______________________________________________________________________
 EL0818  GEOID HEIGHT    -        -25.405 (meters)                     GEOID18
 EL0818  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 EL0818  HORZ ORDER      -  SECOND
 EL0818  VERT ORDER      -  THIRD ? (See Below)
 EL0818
 EL0818.The horizontal coordinates were established by classical geodetic methods
 EL0818.and adjusted by the National Geodetic Survey in November 1994.
 EL0818
 EL0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0818
 EL0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0818.GEOID18 height accuracy estimate available here.
 EL0818
 EL0818.The vertical order pertains to the NGVD 29 superseded value.
 EL0818
 EL0818.Click photographs - Photos may exist for this station.
 EL0818
 EL0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0818
 EL0818. The following values were computed from the NAD 83(1993) position.
 EL0818
 EL0818;                    North         East     Units Scale Factor Converg.
 EL0818;SPC OK S     -   131,396.896   704,731.585   MT  0.99993672   +0 38 50.8
 EL0818;SPC OK S     -   431,091.32  2,312,106.88   sFT  0.99993672   +0 38 50.8
 EL0818;UTM  14      - 3,821,071.998   696,504.505   MT  1.00007597   +1 12 47.7
 EL0818
 EL0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0818!SPC OK S     -   0.99994434  x   0.99993672  =   0.99988107
 EL0818!UTM  14      -   0.99994434  x   1.00007597  =   1.00002031
 EL0818
 EL0818:                Primary Azimuth Mark                     Grid Az
 EL0818:SPC OK S     -  SCULLIN AZ MK                            221 44 19.5
 EL0818:UTM  14      -  SCULLIN AZ MK                            221 10 22.6
 EL0818
 EL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9650421071(NAD 83)
 EL0818
 EL0818|---------------------------------------------------------------------|
 EL0818| PID    Reference Object                     Distance      Geod. Az  |
 EL0818|                                                           dddmmss.s |
 EL0818| CY2239 SCULLIN RM 1                         15.049 METERS 17712     |
 EL0818| CY2238 SCULLIN AZ MK                                      2222310.3 |
 EL0818| CY2240 SCULLIN RM 2                         25.644 METERS 26603     |
 EL0818|---------------------------------------------------------------------|
 EL0818
 EL0818                          SUPERSEDED SURVEY CONTROL
 EL0818
 EL0818  NAD 83(1986)-  34 30 45.27245(N)    096 51 33.69379(W) AD(       ) 2
 EL0818  NAD 27      -  34 30 44.94910(N)    096 51 32.65070(W) AD(       ) 2
 EL0818  NGVD 29             379.89   (m)         1246.4    (f) LEVELING    3  
 EL0818
 EL0818.Superseded values are not recommended for survey control.
 EL0818
 EL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0818.See file dsdata.pdf to determine how the superseded data were derived.
 EL0818
 EL0818_MARKER: DS = TRIANGULATION STATION DISK
 EL0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0818_STAMPING: SCULLIN 1954
 EL0818_MARK LOGO: CGS
 EL0818_PROJECTION: FLUSH
 EL0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0818+STABILITY: SURFACE MOTION
 EL0818
 EL0818  HISTORY     - Date     Condition        Report By
 EL0818  HISTORY     - 1954     MONUMENTED       CGS
 EL0818
 EL0818                          STATION DESCRIPTION
 EL0818
 EL0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0818'STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF THE VILLAGE OF
 EL0818'SULPHUR, AND 0.5 MILE SOUTH OF THE SCULLIN RAILROAD STATION,
 EL0818'AND 0.5 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 12 AND 7.
 EL0818'
 EL0818'TO REACH FROM THE INTERSECTION ONE BLOCK EAST OF THE POST OFFICE
 EL0818'IN SULPHUR, GO NORTH FOR 0.2 MILE TO THE JUNCTION OF STATE
 EL0818'HIGHWAYS 18 AND 7, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 EL0818'7 FOR 5.7 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 EL0818'EAST FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAYS 12 AND 7,
 EL0818'TURN LEFT AND GO NORTH ON STATE HIGHWAY 12 FOR 0.5 MILE TO THE
 EL0818'STATION ON THE RIGHT.
 EL0818'
 EL0818'STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 EL0818'46 FEET EAST OF STATE HIGHWAY 12, AND 2 FEET WEST OF A NORTH-SOUTH
 EL0818'FENCELINE.  IT IS STAMPED SCULLIN 1954 AND IS FLUSH WITH THE
 EL0818'GROUND SURFACE.
 EL0818'
 EL0818'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 EL0818'MONUMENT, 46 FEET EAST OF STATE HIGHWAY 12, AND 1 FOOT WEST
 EL0818'OF A NORTH-SOUTH FENCELINE.  IT IS STAMPED SCULLIN NO 1 1954
 EL0818'AND IS FLUSH WITH THE GROUND SURFACE.
 EL0818'
 EL0818'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 EL0818'MONUMENT, 38 FEET WEST OF STATE HIGHWAY 12, AND ABOUT 2 FEET
 EL0818'HIGHER THAN THE STATION.  IT IS STAMPED SCULLIN NO. 2 1954
 EL0818'AND IS FLUSH WITH THE GROUND SURFACE.
 EL0818'
 EL0818'THE DISTANCE BETWEEN R.M.NO. 1 AND R.M.NO. 2 IS 96.7 FT.
 EL0818'
 EL0818'AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 EL0818'48 FEET SOUTH OF STATE HIGHWAY 7, AND 2 FEET NORTH OF A 4 BY 4
 EL0818'WITNESS POST, AND 1 FOOT NORTH OF A EAST-WEST FENCELINE.
 EL0818'IT IS STAMPED SCULLIN 1954 AND PROJECTS 2 INCHES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0749 ***********************************************************************
 EL0749  DESIGNATION -  SEAGO
 EL0749  PID         -  EL0749
 EL0749  STATE/COUNTY-  OK/BRYAN
 EL0749  COUNTRY     -  US
 EL0749  USGS QUAD   -  CADDO SOUTH (2018)
 EL0749
 EL0749                         *CURRENT SURVEY CONTROL
 EL0749  ______________________________________________________________________
 EL0749* NAD 83(1993) POSITION- 34 05 07.78171(N) 096 15 54.65368(W)   ADJUSTED
 EL0749* NAVD 88 ORTHO HEIGHT -   250.    (meters)      820.    (feet) SCALED
 EL0749  ______________________________________________________________________
 EL0749  GEOID HEIGHT    -        -26.629 (meters)                     GEOID18
 EL0749  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC18
 EL0749  HORZ ORDER      -  FIRST
 EL0749
 EL0749.The horizontal coordinates were established by classical geodetic methods
 EL0749.and adjusted by the National Geodetic Survey in November 1994.
 EL0749
 EL0749.The orthometric height was scaled from a topographic map.
 EL0749
 EL0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0749.GEOID18 height accuracy estimate available here.
 EL0749
 EL0749.Click photographs - Photos may exist for this station.
 EL0749
 EL0749.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0749
 EL0749. The following values were computed from the NAD 83(1993) position.
 EL0749
 EL0749;                    North         East     Units Scale Factor Converg.
 EL0749;SPC OK S     -    84,808.307   760,097.971   MT  0.99997357   +0 59 05.0
 EL0749;SPC OK S     -   278,241.92  2,493,754.76   sFT  0.99997357   +0 59 05.0
 EL0749;UTM  14      - 3,775,012.118   752,337.163   MT  1.00038499   +1 32 00.5
 EL0749
 EL0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0749!SPC OK S     -   0.99996493  x   0.99997357  =   0.99993850
 EL0749!UTM  14      -   0.99996493  x   1.00038499  =   1.00034990
 EL0749
 EL0749:                Primary Azimuth Mark                     Grid Az
 EL0749:SPC OK S     -  SEAGO AZ MK                              342 50 45.9
 EL0749:UTM  14      -  SEAGO AZ MK                              342 17 50.4
 EL0749
 EL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5233775012(NAD 83)
 EL0749
 EL0749|---------------------------------------------------------------------|
 EL0749| PID    Reference Object                     Distance      Geod. Az  |
 EL0749|                                                           dddmmss.s |
 EL0749| CY2247 SEAGO RM 1                           24.810 METERS 10741     |
 EL0749| CY2248 SEAGO RM 2                           20.612 METERS 19838     |
 EL0749| EL0746 DURANT ST HWY PATROL RAD MAST       APPROX.13.2 KM 2291941.7 |
 EL0749| EL0753 DURANT MUNICIPAL STANDPIPE          APPROX.14.6 KM 2293332.4 |
 EL0749| CY2246 SEAGO AZ MK                                        3434950.9 |
 EL0749| EL0743 CADDO MANNING SCHOOL CUPOLA         APPROX. 5.2 KM 3590115.6 |
 EL0749| EL0742 CADDO MUNICIPAL STANDPIPE           APPROX. 5.1 KM 3594617.8 |
 EL0749|---------------------------------------------------------------------|
 EL0749
 EL0749                          SUPERSEDED SURVEY CONTROL
 EL0749
 EL0749  NAD 83(1986)-  34 05 07.78735(N)    096 15 54.64592(W) AD(       ) 1
 EL0749  NAD 27      -  34 05 07.44490(N)    096 15 53.69100(W) AD(       ) 1
 EL0749
 EL0749.Superseded values are not recommended for survey control.
 EL0749
 EL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0749.See file dsdata.pdf to determine how the superseded data were derived.
 EL0749
 EL0749_MARKER: DS = TRIANGULATION STATION DISK
 EL0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0749_STAMPING: SEAGO 1955
 EL0749_MARK LOGO: CGS
 EL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0749+STABILITY: SURFACE MOTION
 EL0749
 EL0749  HISTORY     - Date     Condition        Report By
 EL0749  HISTORY     - 1955     MONUMENTED       CGS
 EL0749
 EL0749                          STATION DESCRIPTION
 EL0749
 EL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0749'THE STATION IS LOCATED AIRLINE, ABOUT 9-1/2 MILES NORTHEAST
 EL0749'OF DURANT AND 3 MILES SOUTH OF CADDO ON THE HIGHEST POINT
 EL0749'OF A TIMBERED HILL WHICH IS PROPERTY OF THE SEAGO ESTATE.
 EL0749'
 EL0749'THE STATION IS A STANDARD DISK STAMPED SEAGO 1955 SET IN
 EL0749'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0749'ABOUT 10 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTHEAST OF
 EL0749'A WHITE WITNESS POST AND 110 FEET NORTHWEST OF A NORTH-SOUTH
 EL0749'FENCE LINE.
 EL0749'
 EL0749'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SEAGO
 EL0749'NO 1 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 EL0749'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 7 FEET LOWER THAN
 EL0749'THE STATION.
 EL0749'
 EL0749'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SEAGO
 EL0749'NO 2 1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 EL0749'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 5-1/2 FEET LOWER
 EL0749'THAN THE STATION.
 EL0749'
 EL0749'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEAGO 1955 SET
 EL0749'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0749'ABOUT 4 INCHES ABOVE THE GROUND.  IT 4 FEET EAST OF A NORTH-SOUTH
 EL0749'FENCE LINE, 150 FEET SOUTH OF A T-FENCE CORNER AND 26 FEET
 EL0749'EAST OF THE CENTER LINE OF THE FARM ROAD.
 EL0749'
 EL0749'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CADDO, GO
 EL0749'SOUTHWEST ON U.S. HIGHWAY 69 FOR 0.4 MILE.  TURN LEFT OFF
 EL0749'THE HIGHWAY, PASS OVER THE RAILROAD TRACKS AND FOLLOW THE
 EL0749'FARM ROAD SOUTH FOR 1.3 MILES TO A T-FENCE CORNER ON THE
 EL0749'LEFT, EAST SIDE AND THE AZIMUTH MARK.  CONTINUE SOUTH ON THE
 EL0749'FARM ROAD FOR 0.55 MILE TO A WIRE GATE ON THE LEFT, EAST SIDE.
 EL0749'TURN LEFT, PASS THROUGH THE GATE AND GO EAST AND SOUTH FOR 0.1
 EL0749'MILE TO A GATE.  PASS THROUGH THE GATE, TURN LEFT AND FOLLOW
 EL0749'THE DIRT ROAD SOUTHERLY AND EASTERLY FOR 0.1 MILE TO THE
 EL0749'HIGHEST POINT OF THE HILL, A NORTH-SOUTH FENCE LINE, A WHITE
 EL0749'WITNESS POST AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0593 ***********************************************************************
 GJ0593  DESIGNATION -  SEILING
 GJ0593  PID         -  GJ0593
 GJ0593  STATE/COUNTY-  OK/DEWEY
 GJ0593  COUNTRY     -  US
 GJ0593  USGS QUAD   -  SEILING (2018)
 GJ0593
 GJ0593                         *CURRENT SURVEY CONTROL
 GJ0593  ______________________________________________________________________
 GJ0593* NAD 83(1993) POSITION- 36 08 38.35728(N) 098 57 38.09645(W)   ADJUSTED
 GJ0593* NAVD 88 ORTHO HEIGHT -   565.    (meters)     1854.    (feet) SCALED
 GJ0593  ______________________________________________________________________
 GJ0593  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 GJ0593  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 GJ0593  HORZ ORDER      -  SECOND
 GJ0593
 GJ0593.The horizontal coordinates were established by classical geodetic methods
 GJ0593.and adjusted by the National Geodetic Survey in November 1994.
 GJ0593
 GJ0593.The orthometric height was scaled from a topographic map.
 GJ0593
 GJ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0593.GEOID18 height accuracy estimate available here.
 GJ0593
 GJ0593.Click photographs - Photos may exist for this station.
 GJ0593
 GJ0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0593
 GJ0593. The following values were computed from the NAD 83(1993) position.
 GJ0593
 GJ0593;                    North         East     Units Scale Factor Converg.
 GJ0593;SPC OK N     -   127,356.353   513,554.192   MT  0.99994549   -0 34 00.8
 GJ0593;SPC OK N     -   417,834.97  1,684,885.71   sFT  0.99994549   -0 34 00.8
 GJ0593;UTM  14      - 3,999,919.754   503,546.150   MT  0.99960015   +0 01 23.7
 GJ0593
 GJ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0593!SPC OK N     -   0.99991566  x   0.99994549  =   0.99986115
 GJ0593!UTM  14      -   0.99991566  x   0.99960015  =   0.99951584
 GJ0593
 GJ0593:                Primary Azimuth Mark                     Grid Az
 GJ0593:SPC OK N     -  SEILING AZ MK                            086 22 50.5
 GJ0593:UTM  14      -  SEILING AZ MK                            085 47 26.0
 GJ0593
 GJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0354699919(NAD 83)
 GJ0593
 GJ0593|---------------------------------------------------------------------|
 GJ0593| PID    Reference Object                     Distance      Geod. Az  |
 GJ0593|                                                           dddmmss.s |
 GJ0593| CL4035 SEILING AZ MK                                      0854849.7 |
 GJ0593| CL4036 SEILING RM 1                         14.134 METERS 08914     |
 GJ0593| GJ0592 SEILING MUNICIPAL WATER TANK        APPROX. 3.2 KM 0901231.5 |
 GJ0593| GJ0591 SEILING WESTERN BUTANE MAST         APPROX. 3.4 KM 0953935.6 |
 GJ0593| GJ0587 SEILING WEST FARMERS ELEC MAST      APPROX. 5.7 KM 1743218.4 |
 GJ0593| CL4037 SEILING RM 2                         14.667 METERS 26944     |
 GJ0593|---------------------------------------------------------------------|
 GJ0593
 GJ0593                          SUPERSEDED SURVEY CONTROL
 GJ0593
 GJ0593  NAD 83(1986)-  36 08 38.36052(N)    098 57 38.08334(W) AD(       ) 2
 GJ0593  NAD 27      -  36 08 38.21503(N)    098 57 36.73641(W) AD(       ) 2
 GJ0593
 GJ0593.Superseded values are not recommended for survey control.
 GJ0593
 GJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0593.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0593
 GJ0593_MARKER: DS = TRIANGULATION STATION DISK
 GJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0593_STAMPING: SEILING 1963
 GJ0593_MARK LOGO: CGS
 GJ0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0593+STABILITY: SURFACE MOTION
 GJ0593
 GJ0593  HISTORY     - Date     Condition        Report By
 GJ0593  HISTORY     - 1963     MONUMENTED       CGS
 GJ0593  HISTORY     - 19980504 GOOD             OKDOT
 GJ0593
 GJ0593                          STATION DESCRIPTION
 GJ0593
 GJ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0593'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF U. S. HIGHWAY 60, ABOUT
 GJ0593'1-3/4 MILES SOUTHWEST OF SEILING AND 0.25 MILE WEST OF THE
 GJ0593'INTERSECTION OF U. S. HIGHWAYS 60 AND 183.
 GJ0593'
 GJ0593'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 60, 270 AND
 GJ0593'281 IN THE SOUTH EDGE OF SEILING, GO WEST ON HIGHWAY 60 FOR 1.6
 GJ0593'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY
 GJ0593'FOR 0.2 MILE TO THE JUNCTION OF U. S. HIGHWAYS 60 AND 183.
 GJ0593'CONTINUE WEST ON HIGHWAY 60 FOR 0.25 MILE TO THE STATION ON THE
 GJ0593'LEFT.
 GJ0593'
 GJ0593'STATION MARK IS A STANDARD DISK, STAMPED SEILING 1963, SET IN THE
 GJ0593'TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 80
 GJ0593'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTHEAST OF A
 GJ0593'POWER LINE POLE, 8 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 3
 GJ0593'FEET SOUTHEAST OF A WITNESS POST AND 2.5 FEET NORTH OF A WIRE
 GJ0593'FENCE.
 GJ0593'
 GJ0593'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SEILING NO 1 1963, SET
 GJ0593'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GJ0593'IT IS 80 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 54.5 FEET
 GJ0593'EAST OF THE POWER LINE POLE AND 1.8 FEET NORTH OF THE FENCE.  IT
 GJ0593'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0593'
 GJ0593'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SEILING NO 2 1963, SET
 GJ0593'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0593'IT IS 79 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 40 FEET WEST
 GJ0593'OF THE POWER LINE POLE AND 2 FEET NORTH OF THE FENCE.  IT IS ABOUT
 GJ0593'1 FOOT HIGHER THAN THE STATION.
 GJ0593'
 GJ0593'AZIMUTH MARK IS A STANDARD DISK, STAMPED SEILING 1963, SET IN THE TOP
 GJ0593'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 58 FEET
 GJ0593'NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.4 FEET WEST-NORTHWEST OF
 GJ0593'A TELEPHONE LINE POLE AND 2 FEET NORTH OF A WITNESS POST.
 GJ0593
 GJ0593                          STATION RECOVERY (1998)
 GJ0593
 GJ0593'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GJ0593'TO REACH THE STATION FROM THE JUNCTION OF US 60 AND US 183 WEST OF
 GJ0593'SEILING GO WEST ON US 60 FOR 0.26 MILE (0.42 KM) TO THE TOP OF A RISE
 GJ0593'AND THE MARK ON THE LEFT.  IT IS 81 FEET (24.7 M) SOUTH OF THE
 GJ0593'CENTERLINE OF US 60, 100 FEET (30.5 M) EAST OF THE CENTERLINE OF A
 GJ0593'FIELD ENTRANCE SOUTH, 10 FEET (3.0 M) EAST OF A POWER POLE, 3 FEET
 GJ0593'(0.9 M) EAST OF A STEEL OKDOT WITNESS POST, SET IN THE TOP OF A
 GJ0593'CONCRETE POST IN THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE LINE AND FLUSH
 GJ0593'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0586 ***********************************************************************
 GJ0586  DESIGNATION -  SEILING MICROWAVE MAST
 GJ0586  PID         -  GJ0586
 GJ0586  STATE/COUNTY-  OK/DEWEY
 GJ0586  COUNTRY     -  US
 GJ0586  USGS QUAD   -  HUCMAC (2018)
 GJ0586
 GJ0586                         *CURRENT SURVEY CONTROL
 GJ0586  ______________________________________________________________________
 GJ0586* NAD 83(1993) POSITION- 36 06 11.66326(N) 098 52 14.71854(W)   ADJUSTED
 GJ0586  ______________________________________________________________________
 GJ0586  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 GJ0586  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 GJ0586  HORZ ORDER      -  THIRD
 GJ0586
 GJ0586.The horizontal coordinates were established by classical geodetic methods
 GJ0586.and adjusted by the National Geodetic Survey in November 1994.
 GJ0586
 GJ0586.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0586.GEOID18 height accuracy estimate available here.
 GJ0586
 GJ0586.Click photographs - Photos may exist for this station.
 GJ0586
 GJ0586.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0586
 GJ0586. The following values were computed from the NAD 83(1993) position.
 GJ0586
 GJ0586;                    North         East     Units Scale Factor Converg.
 GJ0586;SPC OK N     -   122,759.049   521,597.244   MT  0.99994603   -0 30 49.9
 GJ0586;SPC OK N     -   402,751.98  1,711,273.62   sFT  0.99994603   -0 30 49.9
 GJ0586;UTM  14      - 3,995,407.086   511,633.333   MT  0.99960167   +0 04 34.2
 GJ0586
 GJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1163395407(NAD 83)
 GJ0586
 GJ0586                          SUPERSEDED SURVEY CONTROL
 GJ0586
 GJ0586  NAD 83(1986)-  36 06 11.66668(N)    098 52 14.70463(W) AD(       ) 3
 GJ0586  NAD 27      -  36 06 11.51985(N)    098 52 13.36762(W) AD(       ) 3
 GJ0586
 GJ0586.Superseded values are not recommended for survey control.
 GJ0586
 GJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0586.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0586
 GJ0586_MARKER: 44 = MICROWAVE MAST
 GJ0586
 GJ0586  HISTORY     - Date     Condition        Report By
 GJ0586  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0586
 GJ0586                          STATION DESCRIPTION
 GJ0586
 GJ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0586'THE STATION IS ABOUT 4.2 MILES SOUTHEAST OF THE CENTER OF THE TOWN OF
 GJ0586'SEILING, ON THE HIGHEST POINT OF A PROMINENT KNOLL, ABOUT 0.1 MILE
 GJ0586'NORTHEAST OF U. S. HIGHWAYS 281 AND 270 AND STATE HIGHWAYS 3 AND
 GJ0586'51.  IT IS A 170 FOOT HIGH STEEL MAST, PAINTED ALTERNATELY RED AND
 GJ0586'WHITE.  A BLINKING RED LIGHT IS MOUNTED ON THE TOP.
 GJ0586'
 GJ0586'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CANADIAN
 GJ0586'1934.  THE DISTANCE BEING 148.50 FEET, (45.263 METERS) WEST OF
 GJ0586'STATION CANADIAN 1934.
 GJ0586'
 GJ0586'DISTANCE, 4 MILES SOUTHEAST OF SEILING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0592 ***********************************************************************
 GJ0592  DESIGNATION -  SEILING MUNICIPAL WATER TANK
 GJ0592  PID         -  GJ0592
 GJ0592  STATE/COUNTY-  OK/DEWEY
 GJ0592  COUNTRY     -  US
 GJ0592  USGS QUAD   -  SEILING (2018)
 GJ0592
 GJ0592                         *CURRENT SURVEY CONTROL
 GJ0592  ______________________________________________________________________
 GJ0592* NAD 83(1993) POSITION- 36 08 37.95913(N) 098 55 29.82147(W)   ADJUSTED
 GJ0592  ______________________________________________________________________
 GJ0592  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 GJ0592  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 GJ0592  HORZ ORDER      -  THIRD
 GJ0592
 GJ0592.The horizontal coordinates were established by classical geodetic methods
 GJ0592.and adjusted by the National Geodetic Survey in November 1994.
 GJ0592
 GJ0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0592.GEOID18 height accuracy estimate available here.
 GJ0592
 GJ0592.Click photographs - Photos may exist for this station.
 GJ0592
 GJ0592.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0592
 GJ0592. The following values were computed from the NAD 83(1993) position.
 GJ0592
 GJ0592;                    North         East     Units Scale Factor Converg.
 GJ0592;SPC OK N     -   127,312.944   516,760.605   MT  0.99994549   -0 32 45.1
 GJ0592;SPC OK N     -   417,692.55  1,695,405.42   sFT  0.99994549   -0 32 45.1
 GJ0592;UTM  14      - 3,999,909.375   506,751.734   MT  0.99960056   +0 02 39.4
 GJ0592
 GJ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0675199909(NAD 83)
 GJ0592
 GJ0592                          SUPERSEDED SURVEY CONTROL
 GJ0592
 GJ0592  NAD 83(1986)-  36 08 37.96253(N)    098 55 29.80823(W) AD(       ) 3
 GJ0592  NAD 27      -  36 08 37.81791(N)    098 55 28.46538(W) AD(       ) 3
 GJ0592
 GJ0592.Superseded values are not recommended for survey control.
 GJ0592
 GJ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0592.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0592
 GJ0592_MARKER: 53 = ELEVATED TANK
 GJ0592
 GJ0592  HISTORY     - Date     Condition        Report By
 GJ0592  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0592
 GJ0592                          STATION DESCRIPTION
 GJ0592
 GJ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0592'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH ELEVATED
 GJ0592'TANK, LOCATED 0.2 MILE SOUTH OF THE CENTER OF TOWN AND ABOUT 300
 GJ0592'FEET SOUTHWEST OF THE JUNCTION OF U. S. HIGHWAYS 270 AND 281 AND
 GJ0592'STATE HIGHWAYS 3 AND 51.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0589 ***********************************************************************
 GJ0589  DESIGNATION -  SEILING PRESBYTERIAN CH CUPOLA
 GJ0589  PID         -  GJ0589
 GJ0589  STATE/COUNTY-  OK/DEWEY
 GJ0589  COUNTRY     -  US
 GJ0589  USGS QUAD   -  SEILING (2018)
 GJ0589
 GJ0589                         *CURRENT SURVEY CONTROL
 GJ0589  ______________________________________________________________________
 GJ0589* NAD 83(1993) POSITION- 36 08 37.12525(N) 098 55 24.24454(W)   ADJUSTED
 GJ0589  ______________________________________________________________________
 GJ0589  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 GJ0589  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 GJ0589  HORZ ORDER      -  THIRD
 GJ0589
 GJ0589.The horizontal coordinates were established by classical geodetic methods
 GJ0589.and adjusted by the National Geodetic Survey in November 1994.
 GJ0589
 GJ0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0589.GEOID18 height accuracy estimate available here.
 GJ0589
 GJ0589.Click photographs - Photos may exist for this station.
 GJ0589
 GJ0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0589
 GJ0589. The following values were computed from the NAD 83(1993) position.
 GJ0589
 GJ0589;                    North         East     Units Scale Factor Converg.
 GJ0589;SPC OK N     -   127,285.917   516,899.770   MT  0.99994549   -0 32 41.8
 GJ0589;SPC OK N     -   417,603.88  1,695,862.00   sFT  0.99994549   -0 32 41.8
 GJ0589;UTM  14      - 3,999,883.792   506,891.121   MT  0.99960059   +0 02 42.6
 GJ0589
 GJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0689199883(NAD 83)
 GJ0589
 GJ0589                          SUPERSEDED SURVEY CONTROL
 GJ0589
 GJ0589  NAD 83(1986)-  36 08 37.12866(N)    098 55 24.23141(W) AD(       ) 3
 GJ0589  NAD 27      -  36 08 36.98439(N)    098 55 22.88889(W) AD(       ) 3
 GJ0589
 GJ0589.Superseded values are not recommended for survey control.
 GJ0589
 GJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0589.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0589
 GJ0589_MARKER: 86 = CUPOLA
 GJ0589
 GJ0589  HISTORY     - Date     Condition        Report By
 GJ0589  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0589
 GJ0589                          STATION DESCRIPTION
 GJ0589
 GJ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0589'POINT OBSERVED UPON WAS TIP OF CUPOLA ON PRESBYTERIAN CHURCH,
 GJ0589'IN THE SOUTHWEST PART OF TOWN, APPROXIMATELY 35 FEET HIGH.
 GJ0589'
 GJ0589'OBJECT WAS OBSERVED FROM MONROE AND CANADIAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0590 ***********************************************************************
 GJ0590  DESIGNATION -  SEILING PUBLIC SCHOOL STACK
 GJ0590  PID         -  GJ0590
 GJ0590  STATE/COUNTY-  OK/DEWEY
 GJ0590  COUNTRY     -  US
 GJ0590  USGS QUAD   -  SEILING (2018)
 GJ0590
 GJ0590                         *CURRENT SURVEY CONTROL
 GJ0590  ______________________________________________________________________
 GJ0590* NAD 83(1993) POSITION- 36 08 49.58021(N) 098 55 12.74344(W)   ADJUSTED
 GJ0590  ______________________________________________________________________
 GJ0590  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 GJ0590  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 GJ0590  HORZ ORDER      -  THIRD
 GJ0590
 GJ0590.The horizontal coordinates were established by classical geodetic methods
 GJ0590.and adjusted by the National Geodetic Survey in November 1994.
 GJ0590
 GJ0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0590.GEOID18 height accuracy estimate available here.
 GJ0590
 GJ0590.Click photographs - Photos may exist for this station.
 GJ0590
 GJ0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0590
 GJ0590. The following values were computed from the NAD 83(1993) position.
 GJ0590
 GJ0590;                    North         East     Units Scale Factor Converg.
 GJ0590;SPC OK N     -   127,667.044   517,190.907   MT  0.99994547   -0 32 35.0
 GJ0590;SPC OK N     -   418,854.29  1,696,817.17   sFT  0.99994547   -0 32 35.0
 GJ0590;UTM  14      - 4,000,267.765   507,178.218   MT  0.99960063   +0 02 49.4
 GJ0590
 GJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF0717800267(NAD 83)
 GJ0590
 GJ0590                          SUPERSEDED SURVEY CONTROL
 GJ0590
 GJ0590  NAD 83(1986)-  36 08 49.58365(N)    098 55 12.73029(W) AD(       ) 3
 GJ0590  NAD 27      -  36 08 49.43969(N)    098 55 11.38825(W) AD(       ) 3
 GJ0590
 GJ0590.Superseded values are not recommended for survey control.
 GJ0590
 GJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0590.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0590
 GJ0590_MARKER: 63 = STACK
 GJ0590
 GJ0590  HISTORY     - Date     Condition        Report By
 GJ0590  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0590
 GJ0590                          STATION DESCRIPTION
 GJ0590
 GJ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0590'POINT OBSERVED UPON WAS CENTER OF STACK ON RED BRICK PUBLIC
 GJ0590'SCHOOL IN THE EAST PART OF TOWN APPROXIMATELY 30 FEET HIGH
 GJ0590'AND BUILT IN 1925.
 GJ0590'
 GJ0590'OBJECT WAS OBSERVED FROM MONROE AND CANADIAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0587 ***********************************************************************
 GJ0587  DESIGNATION -  SEILING WEST FARMERS ELEC MAST
 GJ0587  PID         -  GJ0587
 GJ0587  STATE/COUNTY-  OK/DEWEY
 GJ0587  COUNTRY     -  US
 GJ0587  USGS QUAD   -  TALOGA (2018)
 GJ0587
 GJ0587                         *CURRENT SURVEY CONTROL
 GJ0587  ______________________________________________________________________
 GJ0587* NAD 83(1993) POSITION- 36 05 34.65135(N) 098 57 16.45517(W)   ADJUSTED
 GJ0587  ______________________________________________________________________
 GJ0587  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 GJ0587  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 GJ0587  HORZ ORDER      -  THIRD
 GJ0587
 GJ0587.The horizontal coordinates were established by classical geodetic methods
 GJ0587.and adjusted by the National Geodetic Survey in November 1994.
 GJ0587
 GJ0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0587.GEOID18 height accuracy estimate available here.
 GJ0587
 GJ0587.Click photographs - Photos may exist for this station.
 GJ0587
 GJ0587.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0587
 GJ0587. The following values were computed from the NAD 83(1993) position.
 GJ0587
 GJ0587;                    North         East     Units Scale Factor Converg.
 GJ0587;SPC OK N     -   121,689.311   514,039.497   MT  0.99994625   -0 33 48.0
 GJ0587;SPC OK N     -   399,242.35  1,686,477.92   sFT  0.99994625   -0 33 48.0
 GJ0587;UTM  14      - 3,994,259.968   504,089.608   MT  0.99960021   +0 01 36.3
 GJ0587
 GJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0408994259(NAD 83)
 GJ0587
 GJ0587                          SUPERSEDED SURVEY CONTROL
 GJ0587
 GJ0587  NAD 83(1986)-  36 05 34.65430(N)    098 57 16.44209(W) AD(       ) 3
 GJ0587  NAD 27      -  36 05 34.50557(N)    098 57 15.09416(W) AD(       ) 3
 GJ0587
 GJ0587.Superseded values are not recommended for survey control.
 GJ0587
 GJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0587.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0587
 GJ0587_MARKER: 42 = RADIO/TV MAST
 GJ0587
 GJ0587  HISTORY     - Date     Condition        Report By
 GJ0587  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0587
 GJ0587                          STATION DESCRIPTION
 GJ0587
 GJ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0587'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT HIGH STEEL MAST,
 GJ0587'LOCATED 2 MILES WEST AND 3 MILES SOUTH OF SEILING AND 300 FEET EAST
 GJ0587'OF U. S. HIGHWAY 183.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0591 ***********************************************************************
 GJ0591  DESIGNATION -  SEILING WESTERN BUTANE MAST
 GJ0591  PID         -  GJ0591
 GJ0591  STATE/COUNTY-  OK/DEWEY
 GJ0591  COUNTRY     -  US
 GJ0591  USGS QUAD   -  SEILING (2018)
 GJ0591
 GJ0591                         *CURRENT SURVEY CONTROL
 GJ0591  ______________________________________________________________________
 GJ0591* NAD 83(1993) POSITION- 36 08 27.54042(N) 098 55 23.79675(W)   ADJUSTED
 GJ0591  ______________________________________________________________________
 GJ0591  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 GJ0591  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 GJ0591  HORZ ORDER      -  THIRD
 GJ0591
 GJ0591.The horizontal coordinates were established by classical geodetic methods
 GJ0591.and adjusted by the National Geodetic Survey in November 1994.
 GJ0591
 GJ0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0591.GEOID18 height accuracy estimate available here.
 GJ0591
 GJ0591.Click photographs - Photos may exist for this station.
 GJ0591
 GJ0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0591
 GJ0591. The following values were computed from the NAD 83(1993) position.
 GJ0591
 GJ0591;                    North         East     Units Scale Factor Converg.
 GJ0591;SPC OK N     -   126,990.410   516,908.154   MT  0.99994551   -0 32 41.5
 GJ0591;SPC OK N     -   416,634.37  1,695,889.50   sFT  0.99994551   -0 32 41.5
 GJ0591;UTM  14      - 3,999,588.489   506,902.545   MT  0.99960059   +0 02 42.9
 GJ0591
 GJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0690299588(NAD 83)
 GJ0591
 GJ0591                          SUPERSEDED SURVEY CONTROL
 GJ0591
 GJ0591  NAD 83(1986)-  36 08 27.54384(N)    098 55 23.78354(W) AD(       ) 3
 GJ0591  NAD 27      -  36 08 27.39888(N)    098 55 22.44091(W) AD(       ) 3
 GJ0591
 GJ0591.Superseded values are not recommended for survey control.
 GJ0591
 GJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0591.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0591
 GJ0591_MARKER: 42 = RADIO/TV MAST
 GJ0591
 GJ0591  HISTORY     - Date     Condition        Report By
 GJ0591  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0591
 GJ0591                          STATION DESCRIPTION
 GJ0591
 GJ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0591'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH STEEL MAST,
 GJ0591'LOCATED 0.4 MILE SOUTH-SOUTHWEST OF THE CENTER OF TOWN AND 200 FEET
 GJ0591'SOUTHWEST OF U. S. HIGHWAYS 270 AND 281 AND STATE HIGHWAYS 3 AND
 GJ0591'51.  (COMBINED ROUTES).  THE MAST IS IDENTIFIED AS KCL 748.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0599 ***********************************************************************
 FK0599  DESIGNATION -  SELF
 FK0599  PID         -  FK0599
 FK0599  STATE/COUNTY-  OK/BECKHAM
 FK0599  COUNTRY     -  US
 FK0599  USGS QUAD   -  ERICK (2018)
 FK0599
 FK0599                         *CURRENT SURVEY CONTROL
 FK0599  ______________________________________________________________________
 FK0599* NAD 83(1993) POSITION- 35 07 58.95634(N) 099 48 52.06270(W)   ADJUSTED
 FK0599* NAVD 88 ORTHO HEIGHT -   649.0   (meters)     2129.    (feet) VERTCON3
 FK0599  ______________________________________________________________________
 FK0599  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 FK0599  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 FK0599  HORZ ORDER      -  FIRST
 FK0599
 FK0599.The horizontal coordinates were established by classical geodetic methods
 FK0599.and adjusted by the National Geodetic Survey in November 1994.
 FK0599
 FK0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0599
 FK0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0599.GEOID18 height accuracy estimate available here.
 FK0599
 FK0599.Click photographs - Photos may exist for this station.
 FK0599
 FK0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0599
 FK0599. The following values were computed from the NAD 83(1993) position.
 FK0599
 FK0599;                    North         East     Units Scale Factor Converg.
 FK0599;SPC OK S     -   201,121.101   434,641.576   MT  0.99998172   -1 01 47.7
 FK0599;SPC OK S     -   659,844.81  1,425,986.57   sFT  0.99998172   -1 01 47.7
 FK0599;SPC TX N     - 1,127,005.512   353,600.979   MT  0.99992316   +0 58 36.6
 FK0599;SPC TX N     - 3,697,517.25  1,160,105.88   sFT  0.99992316   +0 58 36.6
 FK0599;UTM  14      - 3,888,100.748   425,798.653   MT  0.99966785   -0 28 07.4
 FK0599
 FK0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0599!SPC OK S     -   0.99990224  x   0.99998172  =   0.99988396
 FK0599!SPC TX N     -   0.99990224  x   0.99992316  =   0.99982541
 FK0599!UTM  14      -   0.99990224  x   0.99966785  =   0.99957013
 FK0599
 FK0599:                Primary Azimuth Mark                     Grid Az
 FK0599:SPC OK S     -  SELF AZ MK                               100 52 35.7
 FK0599:SPC TX N     -  SELF AZ MK                               098 52 11.4
 FK0599:UTM  14      -  SELF AZ MK                               100 18 55.4
 FK0599
 FK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2579888100(NAD 83)
 FK0599
 FK0599|---------------------------------------------------------------------|
 FK0599| PID    Reference Object                     Distance      Geod. Az  |
 FK0599|                                                           dddmmss.s |
 FK0599| CL4040 SELF RM 2                           112.678 METERS 03938     |
 FK0599| CL4038 SELF AZ MK                                         0995048.0 |
 FK0599| CL4041 SELF RM 3                           106.448 METERS 13544     |
 FK0599| CL4039 SELF RM                             172.990 METERS 18738     |
 FK0599|---------------------------------------------------------------------|
 FK0599
 FK0599                          SUPERSEDED SURVEY CONTROL
 FK0599
 FK0599  NAD 83(1986)-  35 07 58.96033(N)    099 48 52.05560(W) AD(       ) 1
 FK0599  NAD 27      -  35 07 58.77300(N)    099 48 50.69200(W) AD(       ) 1
 FK0599  USSD        -  35 07 58.71900(N)    099 48 51.06800(W) AD(       ) 3
 FK0599  NGVD 29 (07/19/86)  648.8    (m)         2129.     (f) VERT ANG       
 FK0599
 FK0599.Superseded values are not recommended for survey control.
 FK0599
 FK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0599.See file dsdata.pdf to determine how the superseded data were derived.
 FK0599
 FK0599_MARKER: DS = TRIANGULATION STATION DISK
 FK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0599_STAMPING: SELF 1921 1948
 FK0599_MARK LOGO: CGS
 FK0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0599+STABILITY: SURFACE MOTION
 FK0599
 FK0599  HISTORY     - Date     Condition        Report By
 FK0599  HISTORY     - 1921     MONUMENTED       CGS
 FK0599  HISTORY     - 1927     GOOD             CGS
 FK0599  HISTORY     - 1934     GOOD             CGS
 FK0599  HISTORY     - 1948     GOOD             CGS
 FK0599
 FK0599                          STATION DESCRIPTION
 FK0599
 FK0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0599'TWO AND THREE-FOURTHS MILES E AND 5-1/2 MILES S OF ERICK, IN
 FK0599'THE SW 1/4 SEC. 26, T. 8 N., R. 25 W., ON LAND BELONGING TO
 FK0599'J.R. SELF, ABOUT 200 METERS (656 FEET) S OF E FROM HIS HOUSE
 FK0599'(ON THE SAME QUARTER SECTION), ABOUT 300 METERS (984 FEET)
 FK0599'E OF THE SW CORNER OF SEC. 26, AND 200 METERS (656 FEET) N
 FK0599'OF A ROAD ON THE S SIDE OF THAT SECTION.
 FK0599'
 FK0599'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS
 FK0599'IN CONCRETE.
 FK0599'
 FK0599'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 FK0599'172.99 METERS (567.6 FEET) FROM STATION, S 7 DEG 37 MIN 56 SEC W.
 FK0599
 FK0599                          STATION RECOVERY (1927)
 FK0599
 FK0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 FK0599'IN 1927 STATION RECOVERED IN GOOD CONDITION, LAND BELONGING
 FK0599'TO HEIRS OF J.R. SELF, AND RENTED AND OCCUPIED BY JACK TEEL.
 FK0599
 FK0599                          STATION RECOVERY (1934)
 FK0599
 FK0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0599'ORIGINAL DESCRIPTION GOOD.  LAND OWNED BY SELF ESTATE, W.P.
 FK0599'TIPPINS TENANT.  STATION GOOD.
 FK0599'
 FK0599'REFERENCE MARK GOOD EXCEPT THAT ABOUT 6 INCHES OF CONCRETE
 FK0599'ARE EXPOSED BY N ROAD DITCH.
 FK0599
 FK0599                          STATION RECOVERY (1948)
 FK0599
 FK0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 FK0599'THE UNDERGROUND STATION MARK WAS RECOVERED AS DESCRIBED AND
 FK0599'FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS DESTROYED AND THE
 FK0599'REFERENCE MARK COULD NOT BE FOUND.  A NEW STATION DISK WAS SET
 FK0599'OVER THE UNDERGROUND MARK.  TWO NEW REFERENCE MARKS AND AN
 FK0599'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  A COMPLETE
 FK0599'NEW DESCRIPTION FOLLOWS-
 FK0599'
 FK0599'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF ERICK AND
 FK0599'ON LAND NOW OWNED BY MR. ELMER MILLER.  IT IS SITUATED ON THE
 FK0599'HIGHEST POINT OF A CULTIVATED FIELD, ABOUT 200 METERS NORTH OF
 FK0599'THE DIRT ROAD AND 250 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FK0599'THE DISK IS STAMPED SELF 1921 1948 AND IS SET 16 INCHES BELOW
 FK0599'THE SURFACE.
 FK0599'
 FK0599'REFERENCE MARK NO. 2 IS SET IN THE NORTH-SOUTH FENCE LINE.
 FK0599'THE DISK IS STAMPED SELF NO 2 1921 1948 AND PROJECTS 4 INCHES.
 FK0599'
 FK0599'REFERENCE MARK NO. 3 IS SET IN THE NORTH-SOUTH FENCE LINE, 1
 FK0599'FOOT NORTH OF A REFERENCE POST.  THE DISK IS STAMPED SELF NO 3
 FK0599'1921 1948 AND PROJECTS 3 INCHES.
 FK0599'
 FK0599'THE AZIMUTH MARK IS LOCATED 0.7 MILE EAST OF THE STATION,
 FK0599'15 FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND 2 FEET WEST OF
 FK0599'A REFERENCE POST.  THE DISK IS STAMPED SELF 1921 1948 AND
 FK0599'PROJECTS 4 INCHES.
 FK0599'
 FK0599'TO REACH THE STATION FROM THE GENERAL STORE IN THE VILLAGE OF
 FK0599'JESTER, GO NORTH ON DIRT ROAD FOR 4.65 MILES TO A CROSSROAD, TURN
 FK0599'LEFT AND GO WEST FOR 1.5 MILES TO THE PLAINVIEW STORE AND SCHOOL,
 FK0599'CONTINUE WEST FOR 2.6 MILES TO A T-ROAD INTERSECTION, TURN RIGHT
 FK0599'AND GO NORTH FOR 1.0 MILE, THEN LEFT AND GO WEST FOR 1.0 MILE,
 FK0599'THEN RIGHT AND GO NORTH FOR 3.1 MILES, THEN LEFT AND GO WESTERLY
 FK0599'FOR 1.0 MILE TO POINT WHERE THE MAIN ROAD TURNS RIGHT, CONTINUE
 FK0599'STRAIGHT AHEAD (WEST) FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 FK0599'LEFT, CONTINUE WEST FOR 0.6 MILE TO A WIRE GATE ON THE RIGHT
 FK0599'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK TO THE
 FK0599'NORTH-NORTHWEST FOR ABOUT 230 YARDS TO THE HIGHEST POINT AND
 FK0599'THE STATION AS DESCRIBED.
 FK0599'
 FK0599'A 4 FOOT SIGNAL AT HAYSTACK 1921 1948 IS VISIBLE AT 4 FEET.
 FK0599'
 FK0599'A 74 FOOT SIGNAL AT REED IS VISIBLE AT 4 FEET.
 FK0599'
 FK0599'A 4 FOOT SIGNAL AT VINSON 1921 IS VISIBLE AT 4 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0651 ***********************************************************************
 GJ0651  DESIGNATION -  SELMAN
 GJ0651  PID         -  GJ0651
 GJ0651  STATE/COUNTY-  OK/WOODWARD
 GJ0651  COUNTRY     -  US
 GJ0651  USGS QUAD   -  SLEEPING BEAR CREEK (2018)
 GJ0651
 GJ0651                         *CURRENT SURVEY CONTROL
 GJ0651  ______________________________________________________________________
 GJ0651* NAD 83(1997) POSITION- 36 43 47.59397(N) 099 15 21.46412(W)   ADJUSTED
 GJ0651* NAVD 88 ORTHO HEIGHT -   563.00  (+/-2cm)     1847.1   (feet) VERTCON3
 GJ0651  ______________________________________________________________________
 GJ0651  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 GJ0651  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 GJ0651  HORZ ORDER      -  FIRST
 GJ0651  VERT ORDER      -  THIRD ? (See Below)
 GJ0651
 GJ0651.The horizontal coordinates were established by classical geodetic methods
 GJ0651.and adjusted by the National Geodetic Survey in October 1998.
 GJ0651
 GJ0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0651
 GJ0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0651.GEOID18 height accuracy estimate available here.
 GJ0651
 GJ0651.The vertical order pertains to the NGVD 29 superseded value.
 GJ0651
 GJ0651.Click photographs - Photos may exist for this station.
 GJ0651
 GJ0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0651
 GJ0651. The following values were computed from the NAD 83(1997) position.
 GJ0651
 GJ0651;                    North         East     Units Scale Factor Converg.
 GJ0651;SPC OK N     -   192,667.338   487,814.351   MT  0.99999350   -0 44 28.3
 GJ0651;SPC OK N     -   632,109.42  1,600,437.58   sFT  0.99999350   -0 44 28.3
 GJ0651;UTM  14      - 4,064,939.094   477,145.157   MT  0.99960643   -0 09 11.1
 GJ0651
 GJ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0651!SPC OK N     -   0.99991609  x   0.99999350  =   0.99990959
 GJ0651!UTM  14      -   0.99991609  x   0.99960643  =   0.99952255
 GJ0651
 GJ0651:                Primary Azimuth Mark                     Grid Az
 GJ0651:SPC OK N     -  SELMAN AZ MK 2                           194 17 03.0
 GJ0651:UTM  14      -  SELMAN AZ MK 2                           193 41 45.8
 GJ0651
 GJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7714564939(NAD 83)
 GJ0651
 GJ0651|---------------------------------------------------------------------|
 GJ0651| PID    Reference Object                     Distance      Geod. Az  |
 GJ0651|                                                           dddmmss.s |
 GJ0651| CL4044 SELMAN RM 1                          17.755 METERS 03356     |
 GJ0651| CL4043 SELMAN AZ MK 2                                     1933234.7 |
 GJ0651| CL4042 SELMAN AZ MK                                       1933944.4 |
 GJ0651| CL4045 SELMAN RM 2                          17.415 METERS 26721     |
 GJ0651|---------------------------------------------------------------------|
 GJ0651
 GJ0651                          SUPERSEDED SURVEY CONTROL
 GJ0651
 GJ0651  NAD 83(1993)-  36 43 47.59417(N)    099 15 21.46428(W) AD(       ) 1
 GJ0651  NAD 83(1986)-  36 43 47.59838(N)    099 15 21.45032(W) AD(       ) 1
 GJ0651  NAD 27      -  36 43 47.48280(N)    099 15 20.07035(W) AD(       ) 1
 GJ0651  NGVD 29             562.75   (m)         1846.3    (f) LEVELING    3  
 GJ0651
 GJ0651.Superseded values are not recommended for survey control.
 GJ0651
 GJ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0651.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0651
 GJ0651_MARKER: DS = TRIANGULATION STATION DISK
 GJ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0651_STAMPING: SELMAN 1934
 GJ0651_MARK LOGO: CGS
 GJ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0651+STABILITY: SURFACE MOTION
 GJ0651
 GJ0651  HISTORY     - Date     Condition        Report By
 GJ0651  HISTORY     - 1934     MONUMENTED       CGS
 GJ0651  HISTORY     - 1963     GOOD             CGS
 GJ0651  HISTORY     - 1976     GOOD             NGS
 GJ0651
 GJ0651                          STATION DESCRIPTION
 GJ0651
 GJ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0651'STATION IS LOCATED ABOUT 8 MILES WEST AND 3 MILES SOUTH OF
 GJ0651'FREEDOM IN SOUTHWEST QUARTER OF SEC. 16, T. 26 N., R. 19 W.,
 GJ0651'ON A LOW ROUNDING HILL OF PASTURE LAND OWNED BY JAMES SELMAN
 GJ0651'AND RENTED BY MR. PLUMLEE WHO LIVES 0.25 MILE SOUTHWEST OF
 GJ0651'STATION.
 GJ0651'
 GJ0651'REACHED FROM FREEDOM BY FOLLOWING STATE HIGHWAY 50 SOUTH
 GJ0651'AND WEST 8.9 MILES TO POINT WHERE HIGHWAY TURNS SOUTH.  CONTINUE
 GJ0651'WEST 3.2 MILES TO DIRT ROAD NORTH, GO NORTH 1.3 MILES TO HOUSE
 GJ0651'OF MR. PLUMLEE, GO EAST THROUGH YARD AND NORTHEAST 0.25 MILE TO
 GJ0651'HIGHEST GROUND AND STATION.
 GJ0651'
 GJ0651'REFERENCE MARK NO. 1 IS 58.25 FEET (17.755 METERS) NORTHEAST
 GJ0651'OF STATION AT EDGE OF SLOPE.
 GJ0651'
 GJ0651'REFERENCE MARK NO. 2 IS 57.16 FEET (17.422 METERS) WEST OF
 GJ0651'STATION.
 GJ0651'
 GJ0651'AZIMUTH MARK IS DISTANT ABOUT 0.7 MILE, REACHED BY GOING
 GJ0651'SOUTHWEST 0.25 MILE TO MR. PLUMLEES HOUSE, THENCE SOUTH ON
 GJ0651'DIRT ROAD 0.5 MILE TO MARK IN EAST FENCE LINE, 25 FEET EAST
 GJ0651'OF CENTERLINE OF ROAD.
 GJ0651'
 GJ0651'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0651'BRONZE DISKS SET IN CONCRETE.
 GJ0651'
 GJ0651'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
 GJ0651
 GJ0651                          STATION RECOVERY (1963)
 GJ0651
 GJ0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0651'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 GJ0651'REMAINS OF THE AZIMUTH MARK WAS FOUND.  IT HAD PROBABLY BEEN
 GJ0651'DISLOCATED BY ROAD GRADING EQUIPMENT.  A NEW AZIMUTH MARK WAS
 GJ0651'ESTABLISHED.  DUE TO RECENT ROAD CONSTRUCTION A NEW ROUTING
 GJ0651'TO THE STATION IS NOTED.  FOLLOWING IS A COMPLETE NEW
 GJ0651'DESCRIPTION.
 GJ0651'
 GJ0651'THE STATION IS ABOUT 8 MILES WEST AND 3 MILES SOUTH OF FREEDOM,
 GJ0651'20 MILES NORTH AND 3 MILES WEST OF MOORELAND, ON THE HIGHEST
 GJ0651'POINT OF A GRASS AND BRUSH COVERED HILL, THE HIGHEST HILL IN
 GJ0651'THE IMMEDIATE VICINITY AND IN PASTURE LAND OWNED BY R. GIBBONS
 GJ0651'WHO LIVES IN ALVA.
 GJ0651'
 GJ0651'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND, GO
 GJ0651'NORTH ON STATE HIGHWAY 50 FOR 18.9 MILES TO STATE HIGHWAY
 GJ0651'50 A AND A SIGN ALABASTER CAVERNS ON THE RIGHT.  CONTINUE
 GJ0651'NORTH ON STATE HIGHWAY 50 FOR 1.2 MILES TO A SIDE ROAD ON
 GJ0651'THE LEFT.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 3.35 MILES
 GJ0651'TO THE END OF THE PAVEMENT.  CONTINUE WEST ON A GRADED ROAD FOR
 GJ0651'3.1 MILES TO A SIDE ROAD ON THE RIGHT, THIS IS 0.1 MILE WEST
 GJ0651'OF A FARM HOUSE, TURN RIGHT AND GO NORTH FOR 0.55 MILE TO
 GJ0651'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 1.4 MILES
 GJ0651'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.3
 GJ0651'MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 GJ0651'GATE AND FOLLOW A TRACK ROAD SOUTHERLY FOR 0.8 MILE TO THE
 GJ0651'STATION ON THE RIGHT.
 GJ0651'
 GJ0651'THE STATION MARK IS A STANDARD DISK, STAMPED SELMAN 1934,
 GJ0651'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 GJ0651'INCHES.  IT IS 2.9 FEET EAST-NORTHEAST OF A WITNESS POST
 GJ0651'AND 150 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 GJ0651'
 GJ0651'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SELMAN NO 1 1934,
 GJ0651'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 GJ0651'INCH.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 GJ0651'
 GJ0651'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SELMAN NO 2
 GJ0651'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GJ0651'WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 GJ0651'STATION.
 GJ0651'
 GJ0651'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SELMAN 1934
 GJ0651'RESET 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GJ0651'PROJECTING 2 INCHES.  IT IS ABOUT 150 FEET NORTH AND ABOUT 15
 GJ0651'FEET LOWER THAN THE TOP OF A GRADE, 33.9 FEET EAST OF THE
 GJ0651'CENTERLINE OF THE ROAD, 1 FOOT WEST OF AN EAST RIGHT-OF-WAY
 GJ0651'FENCE AND 2.1 FEET NORTH OF A WITNESS POST.
 GJ0651
 GJ0651                          STATION RECOVERY (1976)
 GJ0651
 GJ0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0651'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0651'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1203 ***********************************************************************
 FJ1203  DESIGNATION -  SEMINOLE
 FJ1203  PID         -  FJ1203
 FJ1203  STATE/COUNTY-  OK/SEMINOLE
 FJ1203  COUNTRY     -  US
 FJ1203  USGS QUAD   -  WEWOKA WEST (2018)
 FJ1203
 FJ1203                         *CURRENT SURVEY CONTROL
 FJ1203  ______________________________________________________________________
 FJ1203* NAD 83(1993) POSITION- 35 13 58.75885(N) 096 37 05.70085(W)   ADJUSTED
 FJ1203* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 FJ1203  ______________________________________________________________________
 FJ1203  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 FJ1203  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 FJ1203  HORZ ORDER      -  FIRST
 FJ1203
 FJ1203.The horizontal coordinates were established by classical geodetic methods
 FJ1203.and adjusted by the National Geodetic Survey in November 1994.
 FJ1203
 FJ1203.The orthometric height was scaled from a topographic map.
 FJ1203
 FJ1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1203.GEOID18 height accuracy estimate available here.
 FJ1203
 FJ1203.Click photographs - Photos may exist for this station.
 FJ1203
 FJ1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1203
 FJ1203. The following values were computed from the NAD 83(1993) position.
 FJ1203
 FJ1203;                    North         East     Units Scale Factor Converg.
 FJ1203;SPC OK S     -   211,583.925   725,774.887   MT  0.99999993   +0 47 03.5
 FJ1203;SPC OK S     -   694,171.59  2,381,146.44   sFT  0.99999993   +0 47 03.5
 FJ1203;UTM  14      - 3,901,480.885   716,741.805   MT  1.00017898   +1 22 28.5
 FJ1203
 FJ1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1203!SPC OK S     -   0.99995533  x   0.99999993  =   0.99995526
 FJ1203!UTM  14      -   0.99995533  x   1.00017898  =   1.00013430
 FJ1203
 FJ1203:                Primary Azimuth Mark                     Grid Az
 FJ1203:SPC OK S     -  SEMINOLE AZ MK                           185 07 36.7
 FJ1203:UTM  14      -  SEMINOLE AZ MK                           184 32 11.7
 FJ1203
 FJ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1674101480(NAD 83)
 FJ1203
 FJ1203|---------------------------------------------------------------------|
 FJ1203| PID    Reference Object                     Distance      Geod. Az  |
 FJ1203|                                                           dddmmss.s |
 FJ1203| CI2299 SEMINOLE RM 1                        25.293 METERS 03007     |
 FJ1203| FJ1191 WEWOKA MUNICIPAL TANK               APPROX.14.6 KM 1293511.6 |
 FJ1203| CI2300 SEMINOLE RM 2                        24.569 METERS 14922     |
 FJ1203| CI2298 SEMINOLE AZ MK                                     1855440.2 |
 FJ1203| FJ1219 SEMINOLE SQUAT MUNICIPAL TANK       APPROX. 5.3 KM 2552524.4 |
 FJ1203|---------------------------------------------------------------------|
 FJ1203
 FJ1203                          SUPERSEDED SURVEY CONTROL
 FJ1203
 FJ1203  NAD 83(1986)-  35 13 58.76118(N)    096 37 05.68290(W) AD(       ) 1
 FJ1203  NAD 27      -  35 13 58.49000(N)    096 37 04.62000(W) AD(       ) 1
 FJ1203
 FJ1203.Superseded values are not recommended for survey control.
 FJ1203
 FJ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1203.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1203
 FJ1203_MARKER: DS = TRIANGULATION STATION DISK
 FJ1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1203_STAMPING: SEMINOLE 1935
 FJ1203_MARK LOGO: CGS
 FJ1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1203+STABILITY: SURFACE MOTION
 FJ1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1203+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2023
 FJ1203
 FJ1203  HISTORY     - Date     Condition        Report By
 FJ1203  HISTORY     - 1935     MONUMENTED       CGS
 FJ1203  HISTORY     - 1969     GOOD             CGS
 FJ1203  HISTORY     - 20230220 GOOD             PRIVTE
 FJ1203
 FJ1203                          STATION DESCRIPTION
 FJ1203
 FJ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1203'STATION IS LOCATED ABOUT 3 MILES EAST AND 0.5 MILE NORTH
 FJ1203'OF THE INTERSECTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 FJ1203'48 IN SEMINOLE, ON HIGHEST GROUND IN VICINITY ON JAMES TANK
 FJ1203'FARM, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
 FJ1203'SEC. 24, T. 9 N., R. 6 E., ON PROPERTY LEASED TO THE EMPIRE
 FJ1203'STATE OIL COMPANY, AND OWNED BY MOSE JAMES, LIVING
 FJ1203'0.5 MILE NORTH OF STATION ON WEST SIDE OF ROAD.
 FJ1203'
 FJ1203'REACHED FROM INTERSECTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 FJ1203'48, IN SEMINOLE, BY GOING NORTH ON STATE HIGHWAY 48 FOR 0.5
 FJ1203'MILE TO WHERE ROAD CROSSES A STREET, TURN RIGHT (EAST) AND GO
 FJ1203'3 MILES TO A CROSS ROAD AND SHACK IN NORTHWEST ANGLE, TURN LEFT
 FJ1203'(NORTH) AND GO 0.1 MILE TO A POINT ON ROAD OPPOSITE STATION.
 FJ1203'
 FJ1203'MARK IS SET 40 FEET WEST OF NORTH-AND-SOUTH FENCE AND 70 FEET
 FJ1203'WEST OF CENTER LINE OF NORTH-AND-SOUTH ROAD.
 FJ1203'
 FJ1203'REFERENCE MARK NO. 1 IS 82.98 FEET (25.293 METERS) NORTHEAST OF
 FJ1203'STATION AND 1.0 FOOT WEST OF NORTH-AND-SOUTH FENCE.
 FJ1203'
 FJ1203'REFERENCE MARK NO. 2 IS 80.67 FEET (24.589 METERS) SOUTHEAST OF
 FJ1203'STATION AND 1.0 FOOT WEST OF NORTH-AND-SOUTH FENCE.
 FJ1203'
 FJ1203'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTHWEST OF STATION.
 FJ1203'REACHED FROM CROSSROADS JUST SOUTH OF STATION BY GOING WEST
 FJ1203'0.5 MILE TO NORTH-AND-SOUTH TELEPHONE LINE.  MARK IS SET
 FJ1203'530 FEET SOUTH OF CENTER LINE OF ROAD AND 4 FEET SOUTH OF
 FJ1203'TELEPHONE POLE AND 2 FEET WEST OF NORTH-AND-SOUTH FENCE.
 FJ1203'
 FJ1203'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1203'AS DESCRIBED.
 FJ1203'
 FJ1203'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1203
 FJ1203                          STATION RECOVERY (1969)
 FJ1203
 FJ1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1203'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 FJ1203'AS DESCRIBED.  ADDITIONAL INFORMATION INCLUDES BOTH MARKS PROJECT
 FJ1203'1 INCH AND ARE SET IN 10 INCH DIAMETER CONCRETE CIRCLES.  BOTH
 FJ1203'MARKS HAVE THE STANDARD STAMPS.  REFERENCE MARK NO. 1 IS ALSO 10
 FJ1203'FEET NORTH OF A TELEPHONE POLE.  A BRIEF SEARCH WAS MADE FOR
 FJ1203'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK BUT NEITHER MARK WAS
 FJ1203'FOUND.
 FJ1203'
 FJ1203'ROUTE DESCRIPTION IS ADEQUATE NOTING THAT HIGHWAY 48 IS NOW HWY 3.
 FJ1203
 FJ1203                          STATION RECOVERY (2023)
 FJ1203
 FJ1203'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2023 (SJ)
 FJ1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1198 ***********************************************************************
 FJ1198  DESIGNATION -  SEMINOLE AIRPORT
 FJ1198  PID         -  FJ1198
 FJ1198  STATE/COUNTY-  OK/SEMINOLE
 FJ1198  COUNTRY     -  US
 FJ1198  USGS QUAD   -  PRAGUE SW (2018)
 FJ1198
 FJ1198                         *CURRENT SURVEY CONTROL
 FJ1198  ______________________________________________________________________
 FJ1198* NAD 83(1993) POSITION- 35 16 18.37015(N) 096 40 18.59244(W)   ADJUSTED
 FJ1198* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 FJ1198  ______________________________________________________________________
 FJ1198  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 FJ1198  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 FJ1198  HORZ ORDER      -  THIRD
 FJ1198
 FJ1198.This mark is at Seminole Airport (H45)
 FJ1198
 FJ1198.The horizontal coordinates were established by classical geodetic methods
 FJ1198.and adjusted by the National Geodetic Survey in November 1994.
 FJ1198
 FJ1198.The orthometric height was scaled from a topographic map.
 FJ1198
 FJ1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1198.GEOID18 height accuracy estimate available here.
 FJ1198
 FJ1198.Click photographs - Photos may exist for this station.
 FJ1198
 FJ1198.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1198
 FJ1198. The following values were computed from the NAD 83(1993) position.
 FJ1198
 FJ1198;                    North         East     Units Scale Factor Converg.
 FJ1198;SPC OK S     -   215,820.657   720,841.310   MT  1.00000782   +0 45 14.0
 FJ1198;SPC OK S     -   708,071.61  2,364,960.20   sFT  1.00000782   +0 45 14.0
 FJ1198;UTM  14      - 3,905,667.212   711,764.009   MT  1.00015268   +1 20 41.7
 FJ1198
 FJ1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1198!SPC OK S     -   0.99995579  x   1.00000782  =   0.99996361
 FJ1198!UTM  14      -   0.99995579  x   1.00015268  =   1.00010847
 FJ1198
 FJ1198:                Primary Azimuth Mark                     Grid Az
 FJ1198:SPC OK S     -  SEMINOLE AIRPORT AZ MK                   170 52 55.5
 FJ1198:UTM  14      -  SEMINOLE AIRPORT AZ MK                   170 17 27.8
 FJ1198
 FJ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1176405667(NAD 83)
 FJ1198
 FJ1198|---------------------------------------------------------------------|
 FJ1198| PID    Reference Object                     Distance      Geod. Az  |
 FJ1198|                                                           dddmmss.s |
 FJ1198| CI2302 SEMINOLE AIRPORT RM 1                10.620 METERS 12404     |
 FJ1198| CI2301 SEMINOLE AIRPORT AZ MK                             1713809.5 |
 FJ1198| CI2303 SEMINOLE AIRPORT RM 2                18.431 METERS 32756     |
 FJ1198|---------------------------------------------------------------------|
 FJ1198
 FJ1198                          SUPERSEDED SURVEY CONTROL
 FJ1198
 FJ1198  NAD 83(1986)-  35 16 18.37347(N)    096 40 18.57396(W) AD(       ) 3
 FJ1198  NAD 27      -  35 16 18.10340(N)    096 40 17.50595(W) AD(       ) 3
 FJ1198
 FJ1198.Superseded values are not recommended for survey control.
 FJ1198
 FJ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1198.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1198
 FJ1198_MARKER: DS = TRIANGULATION STATION DISK
 FJ1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1198_STAMPING: SEMINOLE AIRPORT 1957
 FJ1198_MARK LOGO: CGS
 FJ1198_PROJECTION: FLUSH
 FJ1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1198+STABILITY: SURFACE MOTION
 FJ1198
 FJ1198  HISTORY     - Date     Condition        Report By
 FJ1198  HISTORY     - 1957     MONUMENTED       CGS
 FJ1198  HISTORY     - 1965     MARK NOT FOUND   USGS
 FJ1198
 FJ1198                          STATION DESCRIPTION
 FJ1198
 FJ1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1198'STATION IS ABOUT 3-1/4 MILES NORTH OF SEMINOLE, AT THE EAST
 FJ1198'SIDE OF THE SEMINOLE MUNICIPAL AIRPORT AND AT THE NORTHWEST
 FJ1198'CORNER OF THE FENCED YARD OF THE AIRPORT MANAGERS HOUSE AND IN
 FJ1198'SECTION 9, T 9 N, R 6 E.
 FJ1198'
 FJ1198'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 FJ1198'99 IN SEMINOLE, GO NORTH ON HIGHWAY 99 FOR 2.7 MILES TO THE
 FJ1198'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR
 FJ1198'0.4 MILE TO THE STATION AND THE AIRPORT ON THE LEFT.
 FJ1198'
 FJ1198'STATION MARKS ARE STANDARD DISKS, STAMPED SEMINOLE AIRPORT 1957.
 FJ1198'THE SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FJ1198'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 95 FEET
 FJ1198'SOUTH OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE BUILDING, 46
 FJ1198'FEET SOUTHEAST OF A FLAG POLE, 40 FEET NORTHWEST OF THE
 FJ1198'NORTHWEST CORNER OF THE MANAGERS HOUSE, 27 FEET WEST OF THE
 FJ1198'CENTER OF A GATE, 19 FEET EAST OF A T-JUNCTION OF FENCE
 FJ1198'LINES AND 3 FEET SOUTH OF AN IRON FENCE POST.  NO
 FJ1198'WITNESS POST WAS SET AT THE STATION.  THE UNDERGROUND MARK
 FJ1198'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 FJ1198'THE GROUND SURFACE.
 FJ1198'
 FJ1198'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SEMINOLE NO 1
 FJ1198'1957, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1198'4 INCHES.  IT IS 125 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 FJ1198'OF THE OFFICE BUILDING, 22 FEET SOUTH OF THE CENTER OF THE
 FJ1198'GATE AND 8 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 FJ1198'HOUSE.
 FJ1198'
 FJ1198'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SEMINOLE NO 2
 FJ1198'1957, SET IN A DRILL HOLE AT THE EAST EDGE OF A CONCRETE APRON.
 FJ1198'IT IS 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE
 FJ1198'BUILDING, 29 FEET NORTH OF THE SOUTH END OF THE CONCRETE APRON
 FJ1198'AND 18.4 FEET NORTHWEST OF THE FLAG POLE.
 FJ1198'
 FJ1198'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SEMINOLE AIRPORT
 FJ1198'1957, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1198'8 INCHES.  IT IS 151 FEET NORTHWEST OF THE NORTHWEST CORNER
 FJ1198'OF A HOUSE, 50 FEET EAST OF THE CENTER OF THE HIGHWAY, 47 FEET
 FJ1198'NORTH OF A POWERLINE POLE AND 2 FEET WEST OF THE WEST END OF
 FJ1198'A PROPERTY LINE FENCE.  A WHITE WITNESS POST WAS SET 2 FEET
 FJ1198'SOUTH OF THE MARK.
 FJ1198
 FJ1198                          STATION RECOVERY (1965)
 FJ1198
 FJ1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ1198'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS POSSIBLE
 FJ1198'THAT IT WAS COVERED UP WHEN CONCRETE FOUNDATION WAS POURED
 FJ1198'FOR A LIGHT TOWER.
 FJ1198'
 FJ1198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.25 MILES
 FJ1198'N OF SEMINOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1213 ***********************************************************************
 FJ1213  DESIGNATION -  SEMINOLE CAN VALLEY ELEC TOWER
 FJ1213  PID         -  FJ1213
 FJ1213  STATE/COUNTY-  OK/SEMINOLE
 FJ1213  COUNTRY     -  US
 FJ1213  USGS QUAD   -  SEMINOLE (2018)
 FJ1213
 FJ1213                         *CURRENT SURVEY CONTROL
 FJ1213  ______________________________________________________________________
 FJ1213* NAD 83(1993) POSITION- 35 13 40.40101(N) 096 40 05.14236(W)   ADJUSTED
 FJ1213  ______________________________________________________________________
 FJ1213  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 FJ1213  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 FJ1213  HORZ ORDER      -  THIRD
 FJ1213
 FJ1213.The horizontal coordinates were established by classical geodetic methods
 FJ1213.and adjusted by the National Geodetic Survey in November 1994.
 FJ1213
 FJ1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1213.GEOID18 height accuracy estimate available here.
 FJ1213
 FJ1213.Click photographs - Photos may exist for this station.
 FJ1213
 FJ1213.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1213
 FJ1213. The following values were computed from the NAD 83(1993) position.
 FJ1213
 FJ1213;                    North         East     Units Scale Factor Converg.
 FJ1213;SPC OK S     -   210,957.235   721,245.451   MT  0.99999893   +0 45 21.6
 FJ1213;SPC OK S     -   692,115.53  2,366,286.12   sFT  0.99999893   +0 45 21.6
 FJ1213;UTM  14      - 3,900,807.480   712,218.304   MT  1.00015506   +1 20 44.2
 FJ1213
 FJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1221800807(NAD 83)
 FJ1213
 FJ1213                          SUPERSEDED SURVEY CONTROL
 FJ1213
 FJ1213  NAD 83(1986)-  35 13 40.40426(N)    096 40 05.12412(W) AD(       ) 3
 FJ1213  NAD 27      -  35 13 40.12894(N)    096 40 04.05957(W) AD(       ) 3
 FJ1213
 FJ1213.Superseded values are not recommended for survey control.
 FJ1213
 FJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1213.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1213
 FJ1213_MARKER: 43 = RADIO/TV TOWER
 FJ1213
 FJ1213  HISTORY     - Date     Condition        Report By
 FJ1213  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1213
 FJ1213                          STATION DESCRIPTION
 FJ1213
 FJ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1213'THE STATION IS AT 500 N. MAIN, IN THE NORTH-CENTRAL PART OF
 FJ1213'SEMINOLE.  THE TOWER WAS FORMERLY USED AS AN OIL DERRICK.  IT
 FJ1213'IS THREE LEGGED, ORANGE AND WHITE IN COLOR AND IS 126 FEET
 FJ1213'IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE
 FJ1213'TOWER.
 FJ1213'
 FJ1213'THE CALL LETTERS ARE KKD 559.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1211 ***********************************************************************
 FJ1211  DESIGNATION -  SEMINOLE CHEM PROC CO MAST
 FJ1211  PID         -  FJ1211
 FJ1211  STATE/COUNTY-  OK/SEMINOLE
 FJ1211  COUNTRY     -  US
 FJ1211  USGS QUAD   -  SEMINOLE (2018)
 FJ1211
 FJ1211                         *CURRENT SURVEY CONTROL
 FJ1211  ______________________________________________________________________
 FJ1211* NAD 83(1993) POSITION- 35 13 59.53679(N) 096 41 14.75727(W)   ADJUSTED
 FJ1211  ______________________________________________________________________
 FJ1211  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 FJ1211  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC18
 FJ1211  HORZ ORDER      -  THIRD
 FJ1211
 FJ1211.The horizontal coordinates were established by classical geodetic methods
 FJ1211.and adjusted by the National Geodetic Survey in November 1994.
 FJ1211
 FJ1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1211.GEOID18 height accuracy estimate available here.
 FJ1211
 FJ1211.Click photographs - Photos may exist for this station.
 FJ1211
 FJ1211.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1211
 FJ1211. The following values were computed from the NAD 83(1993) position.
 FJ1211
 FJ1211;                    North         East     Units Scale Factor Converg.
 FJ1211;SPC OK S     -   211,523.853   719,477.562   MT  0.99999997   +0 44 42.1
 FJ1211;SPC OK S     -   693,974.51  2,360,485.97   sFT  0.99999997   +0 44 42.1
 FJ1211;UTM  14      - 3,901,355.958   710,444.409   MT  1.00014582   +1 20 04.6
 FJ1211
 FJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1044401355(NAD 83)
 FJ1211
 FJ1211                          SUPERSEDED SURVEY CONTROL
 FJ1211
 FJ1211  NAD 83(1986)-  35 13 59.54023(N)    096 41 14.73908(W) AD(       ) 3
 FJ1211  NAD 27      -  35 13 59.26560(N)    096 41 13.67247(W) AD(       ) 3
 FJ1211
 FJ1211.Superseded values are not recommended for survey control.
 FJ1211
 FJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1211.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1211
 FJ1211_MARKER: 42 = RADIO/TV MAST
 FJ1211
 FJ1211  HISTORY     - Date     Condition        Report By
 FJ1211  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1211
 FJ1211                          STATION DESCRIPTION
 FJ1211
 FJ1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1211'THE STATION IS 1-1/4 MILES NORTHWEST OF THE CENTER OF SEMINOLE,
 FJ1211'1 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 270 AND
 FJ1211'STATE HIGHWAY 9 AT THE NORTHWEST EDGE OF TOWN AND ON THE
 FJ1211'EAST SIDE OF HIGHWAY 270.  THE MAST HAS A FLASHING RED LIGHT,
 FJ1211'IS RED AND WHITE IN COLOR AND IS 190 FEET IN HEIGHT.  THE
 FJ1211'POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 FJ1211'
 FJ1211'THE CALL LETTERS ARE KKG 598.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1216 ***********************************************************************
 FJ1216  DESIGNATION -  SEMINOLE GULF REF CO MAST
 FJ1216  PID         -  FJ1216
 FJ1216  STATE/COUNTY-  OK/SEMINOLE
 FJ1216  COUNTRY     -  US
 FJ1216  USGS QUAD   -  SEMINOLE (2018)
 FJ1216
 FJ1216                         *CURRENT SURVEY CONTROL
 FJ1216  ______________________________________________________________________
 FJ1216* NAD 83(1993) POSITION- 35 13 42.14774(N) 096 38 59.09519(W)   ADJUSTED
 FJ1216  ______________________________________________________________________
 FJ1216  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 FJ1216  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC18
 FJ1216  HORZ ORDER      -  THIRD
 FJ1216
 FJ1216.The horizontal coordinates were established by classical geodetic methods
 FJ1216.and adjusted by the National Geodetic Survey in November 1994.
 FJ1216
 FJ1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1216.GEOID18 height accuracy estimate available here.
 FJ1216
 FJ1216.Click photographs - Photos may exist for this station.
 FJ1216
 FJ1216.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1216
 FJ1216. The following values were computed from the NAD 83(1993) position.
 FJ1216
 FJ1216;                    North         East     Units Scale Factor Converg.
 FJ1216;SPC OK S     -   211,033.250   722,914.738   MT  0.99999902   +0 45 59.1
 FJ1216;SPC OK S     -   692,364.92  2,371,762.77   sFT  0.99999902   +0 45 59.1
 FJ1216;UTM  14      - 3,900,900.686   713,886.988   MT  1.00016383   +1 21 22.4
 FJ1216
 FJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1388600900(NAD 83)
 FJ1216
 FJ1216                          SUPERSEDED SURVEY CONTROL
 FJ1216
 FJ1216  NAD 83(1986)-  35 13 42.15083(N)    096 38 59.07688(W) AD(       ) 3
 FJ1216  NAD 27      -  35 13 41.87624(N)    096 38 58.01358(W) AD(       ) 3
 FJ1216
 FJ1216.Superseded values are not recommended for survey control.
 FJ1216
 FJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1216.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1216
 FJ1216_MARKER: 42 = RADIO/TV MAST
 FJ1216
 FJ1216  HISTORY     - Date     Condition        Report By
 FJ1216  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1216
 FJ1216                          STATION DESCRIPTION
 FJ1216
 FJ1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1216'THE STATION IS 1-1/2 MILES EAST OF THE CENTER OF SEMINOLE AND
 FJ1216'0.3 MILE NORTH OF U.S. HIGHWAY 270.  THE MAST HAS A STEADY
 FJ1216'RED LIGHT, IS RED AND WHITE IN COLOR AND IS 150 FEET IN HEIGHT.
 FJ1216'THE POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 FJ1216'
 FJ1216'THE CALL LETTERS ARE KKH 591.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1212 ***********************************************************************
 FJ1212  DESIGNATION -  SEMINOLE LOVE PET CO MAST
 FJ1212  PID         -  FJ1212
 FJ1212  STATE/COUNTY-  OK/SEMINOLE
 FJ1212  COUNTRY     -  US
 FJ1212  USGS QUAD   -  SEMINOLE (2018)
 FJ1212
 FJ1212                         *CURRENT SURVEY CONTROL
 FJ1212  ______________________________________________________________________
 FJ1212* NAD 83(1993) POSITION- 35 13 31.11714(N) 096 41 05.90915(W)   ADJUSTED
 FJ1212  ______________________________________________________________________
 FJ1212  GEOID HEIGHT    -        -27.343 (meters)                     GEOID18
 FJ1212  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 FJ1212  HORZ ORDER      -  THIRD
 FJ1212
 FJ1212.The horizontal coordinates were established by classical geodetic methods
 FJ1212.and adjusted by the National Geodetic Survey in November 1994.
 FJ1212
 FJ1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1212.GEOID18 height accuracy estimate available here.
 FJ1212
 FJ1212.Click photographs - Photos may exist for this station.
 FJ1212
 FJ1212.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1212
 FJ1212. The following values were computed from the NAD 83(1993) position.
 FJ1212
 FJ1212;                    North         East     Units Scale Factor Converg.
 FJ1212;SPC OK S     -   210,651.003   719,712.683   MT  0.99999842   +0 44 47.1
 FJ1212;SPC OK S     -   691,110.83  2,361,257.36   sFT  0.99999842   +0 44 47.1
 FJ1212;UTM  14      - 3,900,485.446   710,688.534   MT  1.00014709   +1 20 08.8
 FJ1212
 FJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1068800485(NAD 83)
 FJ1212
 FJ1212                          SUPERSEDED SURVEY CONTROL
 FJ1212
 FJ1212  NAD 83(1986)-  35 13 31.12054(N)    096 41 05.89102(W) AD(       ) 3
 FJ1212  NAD 27      -  35 13 30.84347(N)    096 41 04.82680(W) AD(       ) 3
 FJ1212
 FJ1212.Superseded values are not recommended for survey control.
 FJ1212
 FJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1212.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1212
 FJ1212_MARKER: 42 = RADIO/TV MAST
 FJ1212
 FJ1212  HISTORY     - Date     Condition        Report By
 FJ1212  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1212
 FJ1212                          STATION DESCRIPTION
 FJ1212
 FJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1212'THE STATION IS IN THE SOUTH PART OF SEMINOLE.  IT IS A STEEL
 FJ1212'STRUCTURE, SILVER IN COLOR AND 146 FEET IN HEIGHT.  THE POINT
 FJ1212'OBSERVED WAS THE FINIAL AT THE TOP OF THE MAST.
 FJ1212'
 FJ1212'THE CALL LETTERS ARE KKR 336.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1214 ***********************************************************************
 FJ1214  DESIGNATION -  SEMINOLE MID CONT SUPPLY MAST
 FJ1214  PID         -  FJ1214
 FJ1214  STATE/COUNTY-  OK/SEMINOLE
 FJ1214  COUNTRY     -  US
 FJ1214  USGS QUAD   -  SEMINOLE (2018)
 FJ1214
 FJ1214                         *CURRENT SURVEY CONTROL
 FJ1214  ______________________________________________________________________
 FJ1214* NAD 83(1993) POSITION- 35 13 39.80182(N) 096 40 59.27781(W)   ADJUSTED
 FJ1214  ______________________________________________________________________
 FJ1214  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 FJ1214  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 FJ1214  HORZ ORDER      -  THIRD
 FJ1214
 FJ1214.The horizontal coordinates were established by classical geodetic methods
 FJ1214.and adjusted by the National Geodetic Survey in November 1994.
 FJ1214
 FJ1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1214.GEOID18 height accuracy estimate available here.
 FJ1214
 FJ1214.Click photographs - Photos may exist for this station.
 FJ1214
 FJ1214.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1214
 FJ1214. The following values were computed from the NAD 83(1993) position.
 FJ1214
 FJ1214;                    North         East     Units Scale Factor Converg.
 FJ1214;SPC OK S     -   210,920.810   719,876.871   MT  0.99999890   +0 44 50.9
 FJ1214;SPC OK S     -   691,996.02  2,361,796.03   sFT  0.99999890   +0 44 50.9
 FJ1214;UTM  14      - 3,900,756.968   710,849.962   MT  1.00014793   +1 20 12.9
 FJ1214
 FJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1084900756(NAD 83)
 FJ1214
 FJ1214                          SUPERSEDED SURVEY CONTROL
 FJ1214
 FJ1214  NAD 83(1986)-  35 13 39.80519(N)    096 40 59.25964(W) AD(       ) 3
 FJ1214  NAD 27      -  35 13 39.53011(N)    096 40 58.19316(W) AD(       ) 3
 FJ1214
 FJ1214.Superseded values are not recommended for survey control.
 FJ1214
 FJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1214.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1214
 FJ1214_MARKER: 42 = RADIO/TV MAST
 FJ1214
 FJ1214  HISTORY     - Date     Condition        Report By
 FJ1214  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1214
 FJ1214                          STATION DESCRIPTION
 FJ1214
 FJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1214'THE STATION IS 1-1/2 MILES SOUTHEAST OF THE JUNCTION OF
 FJ1214'U.S. HIGHWAY 270 AND STATE ROAD 9 AT THE NORTHWEST EDGE
 FJ1214'OF SEMINOLE, 1 MILE NORTHWEST OF THE CENTER OF TOWN AND
 FJ1214'ALONG THE WEST SIDE OF HIGHWAY 270.  THE MAST HAS A FLASHING
 FJ1214'RED LIGHT, IS RED AND WHITE IN COLOR AND IS 210 FEET IN
 FJ1214'HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 FJ1214'THE CALL LETTERS ARE KKM 974.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1215 ***********************************************************************
 FJ1215  DESIGNATION -  SEMINOLE MUNICIPAL TANK
 FJ1215  PID         -  FJ1215
 FJ1215  STATE/COUNTY-  OK/SEMINOLE
 FJ1215  COUNTRY     -  US
 FJ1215  USGS QUAD   -  SEMINOLE (2018)
 FJ1215
 FJ1215                         *CURRENT SURVEY CONTROL
 FJ1215  ______________________________________________________________________
 FJ1215* NAD 83(1993) POSITION- 35 13 41.61620(N) 096 40 28.30446(W)   ADJUSTED
 FJ1215  ______________________________________________________________________
 FJ1215  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 FJ1215  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 FJ1215  HORZ ORDER      -  THIRD
 FJ1215
 FJ1215.The horizontal coordinates were established by classical geodetic methods
 FJ1215.and adjusted by the National Geodetic Survey in November 1994.
 FJ1215
 FJ1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1215.GEOID18 height accuracy estimate available here.
 FJ1215
 FJ1215.Click photographs - Photos may exist for this station.
 FJ1215
 FJ1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1215
 FJ1215. The following values were computed from the NAD 83(1993) position.
 FJ1215
 FJ1215;                    North         East     Units Scale Factor Converg.
 FJ1215;SPC OK S     -   210,986.972   720,659.304   MT  0.99999899   +0 45 08.5
 FJ1215;SPC OK S     -   692,213.09  2,364,363.07   sFT  0.99999899   +0 45 08.5
 FJ1215;UTM  14      - 3,900,831.188   711,631.791   MT  1.00015200   +1 20 30.9
 FJ1215
 FJ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1163100831(NAD 83)
 FJ1215
 FJ1215                          SUPERSEDED SURVEY CONTROL
 FJ1215
 FJ1215  NAD 83(1986)-  35 13 41.61938(N)    096 40 28.28625(W) AD(       ) 3
 FJ1215  NAD 27      -  35 13 41.34800(N)    096 40 27.22200(W) AD(       ) 3
 FJ1215
 FJ1215.Superseded values are not recommended for survey control.
 FJ1215
 FJ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1215.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1215
 FJ1215_MARKER: 53 = ELEVATED TANK
 FJ1215
 FJ1215  HISTORY     - Date     Condition        Report By
 FJ1215  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1215
 FJ1215                          STATION DESCRIPTION
 FJ1215
 FJ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1215'OBJECT OBSERVED UPON WAS FINIAL OF WATER TANK LOCATED
 FJ1215'1/2 BLOCK NORTH OF CORNER OF UNIVERSITY AND SEMINOLE STREETS IN
 FJ1215'NORTHWEST PART OF TOWN OF SEMINOLE.  IT IS ABOUT 110 FEET
 FJ1215'TALL AND MUNICIPALLY OWNED.
 FJ1215'
 FJ1215'OBSERVED UPON FROM TRIANGULATION STATIONS VARNUM, MANDLER AND
 FJ1215'SEMINOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1219 ***********************************************************************
 FJ1219  DESIGNATION -  SEMINOLE SQUAT MUNICIPAL TANK
 FJ1219  PID         -  FJ1219
 FJ1219  STATE/COUNTY-  OK/SEMINOLE
 FJ1219  COUNTRY     -  US
 FJ1219  USGS QUAD   -  SEMINOLE (2018)
 FJ1219
 FJ1219                         *CURRENT SURVEY CONTROL
 FJ1219  ______________________________________________________________________
 FJ1219* NAD 83(1993) POSITION- 35 13 15.31364(N) 096 40 29.06999(W)   ADJUSTED
 FJ1219  ______________________________________________________________________
 FJ1219  GEOID HEIGHT    -        -27.359 (meters)                     GEOID18
 FJ1219  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC18
 FJ1219  HORZ ORDER      -  THIRD
 FJ1219
 FJ1219.The horizontal coordinates were established by classical geodetic methods
 FJ1219.and adjusted by the National Geodetic Survey in November 1994.
 FJ1219
 FJ1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1219.GEOID18 height accuracy estimate available here.
 FJ1219
 FJ1219.Click photographs - Photos may exist for this station.
 FJ1219
 FJ1219.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1219
 FJ1219. The following values were computed from the NAD 83(1993) position.
 FJ1219
 FJ1219;                    North         East     Units Scale Factor Converg.
 FJ1219;SPC OK S     -   210,176.198   720,650.589   MT  0.99999757   +0 45 08.1
 FJ1219;SPC OK S     -   689,553.08  2,364,334.47   sFT  0.99999757   +0 45 08.1
 FJ1219;UTM  14      - 3,900,020.242   711,631.417   MT  1.00015200   +1 20 29.6
 FJ1219
 FJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1163100020(NAD 83)
 FJ1219
 FJ1219                          SUPERSEDED SURVEY CONTROL
 FJ1219
 FJ1219  NAD 83(1986)-  35 13 15.31685(N)    096 40 29.05181(W) AD(       ) 3
 FJ1219  NAD 27      -  35 13 15.04400(N)    096 40 27.98900(W) AD(       ) 3
 FJ1219
 FJ1219.Superseded values are not recommended for survey control.
 FJ1219
 FJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1219.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1219
 FJ1219_MARKER: 53 = ELEVATED TANK
 FJ1219
 FJ1219  HISTORY     - Date     Condition        Report By
 FJ1219  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1219
 FJ1219                          STATION DESCRIPTION
 FJ1219
 FJ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1219'OBSERVED UPON WAS FINIAL OF LARGE WATER TANK IN 300 BLOCK OF
 FJ1219'WEWOKA STREET IN SOUTHWEST PART OF SEMINOLE.  IT IS ABOUT
 FJ1219'125 FEET TALL AND IS MUNICIPALLY OWNED.
 FJ1219'
 FJ1219'OBSERVED UPON FROM TRIANGULATION STATIONS VARNUM, WEWOKA,
 FJ1219'SEMINOLE AND MANDLER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1209 ***********************************************************************
 FJ1209  DESIGNATION -  SEMINOLE UNITED SUPPLY MAST
 FJ1209  PID         -  FJ1209
 FJ1209  STATE/COUNTY-  OK/SEMINOLE
 FJ1209  COUNTRY     -  US
 FJ1209  USGS QUAD   -  SEMINOLE (2018)
 FJ1209
 FJ1209                         *CURRENT SURVEY CONTROL
 FJ1209  ______________________________________________________________________
 FJ1209* NAD 83(1993) POSITION- 35 13 24.17853(N) 096 40 10.02942(W)   ADJUSTED
 FJ1209  ______________________________________________________________________
 FJ1209  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 FJ1209  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC18
 FJ1209  HORZ ORDER      -  THIRD
 FJ1209
 FJ1209.The horizontal coordinates were established by classical geodetic methods
 FJ1209.and adjusted by the National Geodetic Survey in November 1994.
 FJ1209
 FJ1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1209.GEOID18 height accuracy estimate available here.
 FJ1209
 FJ1209.Click photographs - Photos may exist for this station.
 FJ1209
 FJ1209.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1209
 FJ1209. The following values were computed from the NAD 83(1993) position.
 FJ1209
 FJ1209;                    North         East     Units Scale Factor Converg.
 FJ1209;SPC OK S     -   210,455.706   721,128.472   MT  0.99999805   +0 45 18.9
 FJ1209;SPC OK S     -   690,470.10  2,365,902.33   sFT  0.99999805   +0 45 18.9
 FJ1209;UTM  14      - 3,900,304.695   712,106.473   MT  1.00015448   +1 20 40.9
 FJ1209
 FJ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1210600304(NAD 83)
 FJ1209
 FJ1209                          SUPERSEDED SURVEY CONTROL
 FJ1209
 FJ1209  NAD 83(1986)-  35 13 24.18176(N)    096 40 10.01123(W) AD(       ) 3
 FJ1209  NAD 27      -  35 13 23.90876(N)    096 40 08.94598(W) AD(       ) 3
 FJ1209
 FJ1209.Superseded values are not recommended for survey control.
 FJ1209
 FJ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1209.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1209
 FJ1209_MARKER: 42 = RADIO/TV MAST
 FJ1209
 FJ1209  HISTORY     - Date     Condition        Report By
 FJ1209  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1209
 FJ1209                          STATION DESCRIPTION
 FJ1209
 FJ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1209'THE STATION IS AT 110 N. SECOND ST., IN THE SOUTHEAST PART
 FJ1209'OF SEMINOLE.  THE MAST IS SILVER IN COLOR, HAS NO WARNING
 FJ1209'LIGHT AND IS 160 FEET IN HEIGHT.  THE POINT OBSERVED WAS
 FJ1209'THE SLENDER FINIAL AT THE TOP OF THE MAST.  THE CALL LETTERS
 FJ1209'ARE KKN 881.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1347 ***********************************************************************
 FJ1347  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1347  DESIGNATION -  SEMIPORT
 FJ1347  PID         -  FJ1347
 FJ1347  STATE/COUNTY-  OK/SEMINOLE
 FJ1347  COUNTRY     -  US
 FJ1347  USGS QUAD   -  PRAGUE SW (2018)
 FJ1347
 FJ1347                         *CURRENT SURVEY CONTROL
 FJ1347  ______________________________________________________________________
 FJ1347* NAD 83(2011) POSITION- 35 16 19.18178(N) 096 40 23.09622(W)   ADJUSTED
 FJ1347* NAD 83(2011) ELLIP HT-   279.425 (meters)        (06/27/12)   ADJUSTED
 FJ1347* NAD 83(2011) EPOCH   -  2010.00
 FJ1347* NAVD 88 ORTHO HEIGHT -   306.9   (meters)     1007.    (feet) GPS OBS
 FJ1347  ______________________________________________________________________
 FJ1347  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1347  GEOID HEIGHT    -        -27.354 (meters)                     GEOID96
 FJ1347  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 FJ1347  NAD 83(2011) X  -   -605,805.613 (meters)                     COMP
 FJ1347  NAD 83(2011) Y  - -5,177,969.954 (meters)                     COMP
 FJ1347  NAD 83(2011) Z  -  3,662,705.783 (meters)                     COMP
 FJ1347  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC18
 FJ1347
 FJ1347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1347  Standards:
 FJ1347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1347  -------------------------------------------------------------------
 FJ1347  NETWORK    1.84   5.00           0.81   0.69   2.55      0.03078949
 FJ1347  -------------------------------------------------------------------
 FJ1347  Click here for local accuracies and other accuracy information.
 FJ1347
 FJ1347.This mark is at Seminole Airport (H45)
 FJ1347
 FJ1347.The horizontal coordinates were established by GPS observations
 FJ1347.and adjusted by the National Geodetic Survey in June 2012.
 FJ1347
 FJ1347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1347.been affixed to the stable North American tectonic plate. See 
 FJ1347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1347
 FJ1347.The horizontal coordinates are valid at the epoch date displayed above
 FJ1347.which is a decimal equivalence of Year/Month/Day.
 FJ1347
 FJ1347.The orthometric height was determined by GPS observations and a
 FJ1347.high-resolution geoid model.
 FJ1347
 FJ1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1347.GEOID18 height accuracy estimate available here.
 FJ1347
 FJ1347.Click photographs - Photos may exist for this station.
 FJ1347
 FJ1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1347
 FJ1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1347
 FJ1347.The ellipsoidal height was determined by GPS observations
 FJ1347.and is referenced to NAD 83.
 FJ1347
 FJ1347. The following values were computed from the NAD 83(2011) position.
 FJ1347
 FJ1347;                    North         East     Units Scale Factor Converg.
 FJ1347;SPC OK S     -   215,844.171   720,727.163   MT  1.00000787   +0 45 11.5
 FJ1347;SPC OK S     -   708,148.75  2,364,585.70   sFT  1.00000787   +0 45 11.5
 FJ1347;UTM  14      - 3,905,689.550   711,649.609   MT  1.00015208   +1 20 39.1
 FJ1347
 FJ1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1347!SPC OK S     -   0.99995614  x   1.00000787  =   0.99996401
 FJ1347!UTM  14      -   0.99995614  x   1.00015208  =   1.00010822
 FJ1347
 FJ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1164905689(NAD 83)
 FJ1347
 FJ1347                          SUPERSEDED SURVEY CONTROL
 FJ1347
 FJ1347  NAD 83(2007)-  35 16 19.18175(N)    096 40 23.09679(W) AD(2002.00) 0
 FJ1347  ELLIP H (02/10/07)  279.442  (m)                       GP(2002.00)    
 FJ1347  ELLIP H (04/16/01)  279.453  (m)                       GP(       ) 4 2
 FJ1347  NAD 83(1993)-  35 16 19.18161(N)    096 40 23.09652(W) AD(       ) B
 FJ1347  ELLIP H (05/09/94)  279.508  (m)                       GP(       ) 4 2
 FJ1347  NAD 83(1986)-  35 16 19.18134(N)    096 40 23.07703(W) AD(       ) 2
 FJ1347  NAVD 88 (01/13/95)  306.8    (m)  UNKNOWN  model used  GPS OBS        
 FJ1347  NAVD 88 (05/09/94)  306.8    (m)  GEOID93  model used  GPS OBS        
 FJ1347  NGVD 29 (11/30/89)  307.1    (m)  RAPSU86  model used  GPS OBS        
 FJ1347
 FJ1347.Superseded values are not recommended for survey control.
 FJ1347
 FJ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1347.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1347
 FJ1347_MARKER: I = METAL ROD
 FJ1347_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1347_STAMPING: SEMIPORT 1989
 FJ1347_MARK LOGO: NGS
 FJ1347_PROJECTION: FLUSH
 FJ1347_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1347+STABILITY: POSITION/ELEVATION WELL
 FJ1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1347+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1993
 FJ1347_ROD/PIPE-DEPTH: 2.9 meters
 FJ1347_SLEEVE-DEPTH  : 1.0 meters
 FJ1347
 FJ1347  HISTORY     - Date     Condition        Report By
 FJ1347  HISTORY     - 1989     MONUMENTED       NGS
 FJ1347  HISTORY     - 19930507 GOOD             NGS
 FJ1347  HISTORY     - 20030625 POOR             ALMLS
 FJ1347  HISTORY     - 20040527 POOR             OKDOT
 FJ1347
 FJ1347                          STATION DESCRIPTION
 FJ1347
 FJ1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1347'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) NORTH OF SEMINOLE, AT
 FJ1347'THE SEMINOLE MUNICIPAL AIRPORT, IN THE NORTHEAST CORNER OF THE
 FJ1347'SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE RUNWAY AND A
 FJ1347'PARALLEL TAXIWAY.  OWNERSHIP--CITY OF SEMINOLE, C/O AIRPORT MANAGER
 FJ1347'JOHN HOWELL, RTE 4 BOX 83, SEMINOLE OK 73868. PHONE (405) 382-2180.
 FJ1347'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 270 AND STATE
 FJ1347'HIGHWAY 99 IN SEMINOLE, GO NORTH FOR 5.3 KM (3.30 MI) ON HIGHWAY 99 TO
 FJ1347'A PAVED DRIVE LEFT AT A YELLOW FLASHING LIGHT.  TURN LEFT AND GO WEST
 FJ1347'FOR 30 METERS ON THE AIRPORT ENTRANCE DRIVE TO A FORK IN THE DRIVE.
 FJ1347'BEAR RIGHT AND CONTINUE WEST FOR 50 METERS ON THE DRIVE, PASSING
 FJ1347'BETWEEN TWO HANGARS, TO AN APRON.  CONTINUE WEST FOR 0.1 KM (0.05 MI)
 FJ1347'ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE STATION ON THE
 FJ1347'LEFT JUST PAST A PARALLEL TAXIWAY.
 FJ1347'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1347'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.9 METERS IN A GREASE
 FJ1347'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1347'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1347'44.2 M (145.0 FT) EAST FROM THE NORTH-NORTHEAST EDGE OF THE RUNWAY,
 FJ1347'21.3 M (69.9 FT) SOUTH FROM THE SOUTH EDGE OF A CONNECTING TAXIWAY,
 FJ1347'AND 10.9 M (35.8 FT) WEST FROM THE WEST EDGE OF A PARALLEL TAXIWAY.
 FJ1347'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1347
 FJ1347                          STATION RECOVERY (1993)
 FJ1347
 FJ1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ1347'NOTE--THIS IS AN ACTIVE AIRPORT.  DO NOT VISIT STATION WITHOUT
 FJ1347'PERMISSION.  AIRCRAFT HAVE THE RIGHT-OF-WAY.
 FJ1347'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF SEMINOLE, AT THE
 FJ1347'SEMINOLE MUNICIPAL AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 FJ1347'AND A PARALLEL TAXI, IN THE NORTHEAST 1/4 OF SECTION 9, T 9 N, R 6 E.
 FJ1347'OWNERSHIP--CITY OF SEMINOLE.  AIRPORT MANAGER IS DALE WALLACE, PHONE
 FJ1347'405-382-2180.
 FJ1347'TO REACH FROM THE INTERSECTION OF US HIGHWAY 377 AND STATE HIGHWAYS 9,
 FJ1347'99 ON THE NORTH SIDE OF SEMINOLE, GO NORTH ON HIGHWAYS 99 AND 377 FOR
 FJ1347'3.29 KM (2.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT AT TOP OF RISE.
 FJ1347'TURN LEFT, WEST, THEN RIGHT AT FORK ON PAVED LANE FOR 0.04 KM
 FJ1347'(0.00 MI) TO A UNLOCKED GATE.  PASS THROUGH GATE, WEST, ON APRON,
 FJ1347'THEN TAXI FOR 0.13 KM (0.10 MI) TO A CROSS TAXI AND THE STATION ON
 FJ1347'THE LEFT.
 FJ1347'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FJ1347'GREASE FILLED SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED
 FJ1347'BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 54.8 M (179.8 FT) EAST
 FJ1347'OF THE RUNWAY CENTER, 27.2 M (89.2 FT) SOUTH OF THE CENTER OF A TAXI,
 FJ1347'14.0 M (45.9 FT) WEST OF THE CENTER OF THE PARALLEL TAXI, 15.7 M
 FJ1347'(51.5 FT) SOUTHWEST OF THE WEST END OF A METAL DRAIN PIPE, AND 31.3 M
 FJ1347'(102.7 FT) SOUTHWEST OF THE CENTER OF THE TAXI AT THE STOP LINE.
 FJ1347
 FJ1347                          STATION RECOVERY (2003)
 FJ1347
 FJ1347'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FJ1347'MARKER FOUND AS DESCIBED. NEEDS NEW LID.
 FJ1347
 FJ1347                          STATION RECOVERY (2004)
 FJ1347
 FJ1347'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ1347'NEEDS LID COVER REPLACED (MISSING)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1348 ***********************************************************************
 FJ1348  DESIGNATION -  SEMIPORT AZ MK
 FJ1348  PID         -  FJ1348
 FJ1348  STATE/COUNTY-  OK/SEMINOLE
 FJ1348  COUNTRY     -  US
 FJ1348  USGS QUAD   -  PRAGUE SW (2018)
 FJ1348
 FJ1348                         *CURRENT SURVEY CONTROL
 FJ1348  ______________________________________________________________________
 FJ1348* NAD 83(1993) POSITION- 35 16 35.76505(N) 096 40 29.73964(W)   ADJUSTED
 FJ1348* NAD 83(1993) ELLIP HT-   281.808 (meters)        (11/28/94)   ADJUSTED
 FJ1348* NAVD 88 ORTHO HEIGHT -   308.8   (meters)     1013.    (feet) VERTCON3
 FJ1348  ______________________________________________________________________
 FJ1348  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 FJ1348  NAD 83(1993) X  -   -605,938.305 (meters)                     COMP
 FJ1348  NAD 83(1993) Y  - -5,177,659.222 (meters)                     COMP
 FJ1348  NAD 83(1993) Z  -  3,663,124.411 (meters)                     COMP
 FJ1348  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC18
 FJ1348  HORZ ORDER      -  SECOND
 FJ1348  ELLP ORDER      -  FIFTH     CLASS I
 FJ1348
 FJ1348.This mark is at Seminole Airport (H45)
 FJ1348
 FJ1348.The horizontal coordinates were established by GPS observations
 FJ1348.and adjusted by the National Geodetic Survey in November 1994.
 FJ1348
 FJ1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1348
 FJ1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1348.GEOID18 height accuracy estimate available here.
 FJ1348
 FJ1348.Click photographs - Photos may exist for this station.
 FJ1348
 FJ1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1348
 FJ1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1348
 FJ1348.The ellipsoidal height was determined by GPS observations
 FJ1348.and is referenced to NAD 83.
 FJ1348
 FJ1348. The following values were computed from the NAD 83(1993) position.
 FJ1348
 FJ1348;                    North         East     Units Scale Factor Converg.
 FJ1348;SPC OK S     -   216,352.993   720,552.564   MT  1.00000884   +0 45 07.7
 FJ1348;SPC OK S     -   709,818.11  2,364,012.87   sFT  1.00000884   +0 45 07.7
 FJ1348;UTM  14      - 3,906,196.616   711,469.744   MT  1.00015115   +1 20 35.8
 FJ1348
 FJ1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1348!SPC OK S     -   0.99995577  x   1.00000884  =   0.99996461
 FJ1348!UTM  14      -   0.99995577  x   1.00015115  =   1.00010691
 FJ1348
 FJ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1146906196(NAD 83)
 FJ1348
 FJ1348                          SUPERSEDED SURVEY CONTROL
 FJ1348
 FJ1348  NAD 83(1986)-  35 16 35.77107(N)    096 40 29.72838(W) AD(       ) 2
 FJ1348  NGVD 29 (11/30/89)  308.7    (m)  RAPSU86  model used  GPS OBS        
 FJ1348
 FJ1348.Superseded values are not recommended for survey control.
 FJ1348
 FJ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1348.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1348
 FJ1348_MARKER: I = METAL ROD
 FJ1348_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1348_STAMPING: SEMIPORT AZ MK 1989
 FJ1348_MARK LOGO: NGS
 FJ1348_PROJECTION: FLUSH
 FJ1348_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1348+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 FJ1348_ROD/PIPE-DEPTH: 1.6 meters
 FJ1348_SLEEVE-DEPTH  : 1.0 meters
 FJ1348
 FJ1348  HISTORY     - Date     Condition        Report By
 FJ1348  HISTORY     - 1989     MONUMENTED       NGS
 FJ1348  HISTORY     - 20030625 GOOD             ALMLS
 FJ1348
 FJ1348                          STATION DESCRIPTION
 FJ1348
 FJ1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1348'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) NORTH OF SEMINOLE, AT
 FJ1348'THE SEMINOLE MUNICIPAL AIRPORT, IN THE NORTWEST CORNER OF THE NORTHERN
 FJ1348'MOST ONE OF TWO GRASS STRIPS BETWEEN THE RUNWAY AND A PARALLEL
 FJ1348'TAXIWAY. OWNERSHIP--CITY OF SEMINOLE, C/O AIRPORT MANAGER JOHN HOWELL,
 FJ1348'RTE 4 BOX 83, SEMINOLE OK 73868. PHONE (405) 382-2180.
 FJ1348'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 270 AND STATE
 FJ1348'HIGHWAY 99 IN SEMINOLE, GO NORTH FOR 5.3 KM (3.30 MI) ON HIGHWAY 99 TO
 FJ1348'A PAVED DRIVE LEFT AT A YELLOW FLASHING LIGHT.  TURN LEFT AND GO WEST
 FJ1348'FOR 30 METERS ON THE AIRPORT ENTRANCE DRIVE TO A FORK IN THE DRIVE.
 FJ1348'BEAR RIGHT AND GO WEST FOR 50 METERS ON THE DRIVE PASSING BETWEEN TWO
 FJ1348'HANGARS TO AN APRON.  CONTINUE WEST FOR 0.1 KM (0.05 MI) ACROSS THE
 FJ1348'APRON AND ON A CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN RIGHT
 FJ1348'AND GO NORTH FOR 0.6 KM (0.35 MI) ON THE PARALLEL TAXIWAY TO THE
 FJ1348'STATION ON THE LEFT JUST BEFORE THE RUNWAY.
 FJ1348'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1348'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.6 METERS IN A GREASE
 FJ1348'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1348'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1348'31.3 M (102.7 FT) WEST FROM THE WEST EDGE OF THE CURVING PARALLEL
 FJ1348'TAXIWAY, 27.3 M (89.6 FT) SOUTH-SOUTHWEST FROM THE TOP CENTER OF A 0.4
 FJ1348'METER BY 0.4 METER METAL DRAIN PIPE UNDER THE PARALLEL TAXIWAY, 9.5 M
 FJ1348'(31.2 FT) EAST FROM THE NORTH-NORTHEAST EDGE OF THE RUNWAY.
 FJ1348'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1348
 FJ1348                          STATION RECOVERY (2003)
 FJ1348
 FJ1348'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FJ1348'MARKER FOUND AS DESCIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0589 ***********************************************************************
 FK0589  DESIGNATION -  SENTINEL TELEVUE TV MAST
 FK0589  PID         -  FK0589
 FK0589  STATE/COUNTY-  OK/WASHITA
 FK0589  COUNTRY     -  US
 FK0589  USGS QUAD   -  SENTINEL (2018)
 FK0589
 FK0589                         *CURRENT SURVEY CONTROL
 FK0589  ______________________________________________________________________
 FK0589* NAD 83(1993) POSITION- 35 09 39.71087(N) 099 10 16.85993(W)   ADJUSTED
 FK0589  ______________________________________________________________________
 FK0589  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 FK0589  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 FK0589  HORZ ORDER      -  THIRD
 FK0589
 FK0589.The horizontal coordinates were established by classical geodetic methods
 FK0589.and adjusted by the National Geodetic Survey in November 1994.
 FK0589
 FK0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0589.GEOID18 height accuracy estimate available here.
 FK0589
 FK0589.Click photographs - Photos may exist for this station.
 FK0589
 FK0589.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0589
 FK0589. The following values were computed from the NAD 83(1993) position.
 FK0589
 FK0589;                    North         East     Units Scale Factor Converg.
 FK0589;SPC OK S     -   203,359.017   493,283.348   MT  0.99998651   -0 39 53.6
 FK0589;SPC OK S     -   667,187.04  1,618,380.45   sFT  0.99998651   -0 39 53.6
 FK0589;UTM  14      - 3,890,914.443   484,394.717   MT  0.99960300   -0 05 55.2
 FK0589
 FK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8439490914(NAD 83)
 FK0589
 FK0589                          SUPERSEDED SURVEY CONTROL
 FK0589
 FK0589  NAD 83(1986)-  35 09 39.71993(N)    099 10 16.85658(W) AD(       ) 3
 FK0589  NAD 27      -  35 09 39.53200(N)    099 10 15.57600(W) AD(       ) 3
 FK0589
 FK0589.Superseded values are not recommended for survey control.
 FK0589
 FK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0589.See file dsdata.pdf to determine how the superseded data were derived.
 FK0589
 FK0589_MARKER: 42 = RADIO/TV MAST
 FK0589
 FK0589  HISTORY     - Date     Condition        Report By
 FK0589  HISTORY     - 1961     FIRST OBSERVED   CGS
 FK0589  HISTORY     - 1965     GOOD             CGS
 FK0589
 FK0589                          STATION DESCRIPTION
 FK0589
 FK0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0589'THE STATION IS AT THE NORTH CENTRAL EDGE OF THE CITY OF
 FK0589'SENTINEL (OFFICE AT ALLENS RADIO AND TV REPAIR SHOP).  IT
 FK0589'IS A SINGLE COLUMN STEEL MAST PAINTED ALTERNATELY RED AND
 FK0589'WHITE, HAVING AN OVER-ALL HEIGHT OF 400 FEET AND THE TOP AND
 FK0589'CENTER WAS THE POINT OBSERVED UPON.
 FK0589'
 FK0589'TO REACH THE STATION FROM THE STOP LIGHT, JUST WEST OF THE
 FK0589'POST OFFICE IN SENTINEL GO NORTH ON STATE HIGHWAYS 44 AND 55
 FK0589'FOR 0.1 MILE TO THEIR JUNCTION, TURN RIGHT AND GO EAST ON STATE
 FK0589'HIGHWAY 55 FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT
 FK0589'AND GO NORTH 0.05 MILE TO THE STATION.
 FK0589
 FK0589                          STATION RECOVERY (1965)
 FK0589
 FK0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 FK0589'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 FK0589'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0590 ***********************************************************************
 FK0590  DESIGNATION -  SENTINEL WATER TANK
 FK0590  PID         -  FK0590
 FK0590  STATE/COUNTY-  OK/WASHITA
 FK0590  COUNTRY     -  US
 FK0590  USGS QUAD   -  SENTINEL (2018)
 FK0590
 FK0590                         *CURRENT SURVEY CONTROL
 FK0590  ______________________________________________________________________
 FK0590* NAD 83(1993) POSITION- 35 09 27.69889(N) 099 10 17.15563(W)   ADJUSTED
 FK0590  ______________________________________________________________________
 FK0590  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 FK0590  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 FK0590  HORZ ORDER      -  THIRD
 FK0590
 FK0590.The horizontal coordinates were established by classical geodetic methods
 FK0590.and adjusted by the National Geodetic Survey in November 1994.
 FK0590
 FK0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0590.GEOID18 height accuracy estimate available here.
 FK0590
 FK0590.Click photographs - Photos may exist for this station.
 FK0590
 FK0590.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0590
 FK0590. The following values were computed from the NAD 83(1993) position.
 FK0590
 FK0590;                    North         East     Units Scale Factor Converg.
 FK0590;SPC OK S     -   202,988.953   493,271.569   MT  0.99998593   -0 39 53.7
 FK0590;SPC OK S     -   665,972.92  1,618,341.81   sFT  0.99998593   -0 39 53.7
 FK0590;UTM  14      - 3,890,544.423   484,386.599   MT  0.99960300   -0 05 55.4
 FK0590
 FK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8438690544(NAD 83)
 FK0590
 FK0590                          SUPERSEDED SURVEY CONTROL
 FK0590
 FK0590  NAD 83(1986)-  35 09 27.70531(N)    099 10 17.15181(W) AD(       ) 3
 FK0590  NAD 27      -  35 09 27.50700(N)    099 10 15.87800(W) AD(       ) 3
 FK0590  USSD        -  35 09 27.44700(N)    099 10 16.24100(W) AD(       ) 3
 FK0590
 FK0590.Superseded values are not recommended for survey control.
 FK0590
 FK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0590.See file dsdata.pdf to determine how the superseded data were derived.
 FK0590
 FK0590_MARKER: 51 = TANK
 FK0590
 FK0590  HISTORY     - Date     Condition        Report By
 FK0590  HISTORY     - 1921     FIRST OBSERVED   CGS
 FK0590  HISTORY     - 1934     GOOD             CGS
 FK0590
 FK0590                          STATION DESCRIPTION
 FK0590
 FK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FK0590'HIGH, BLACK, MUNICIPAL WATER TANK OF THE TOWN OF SENTINEL.
 FK0590
 FK0590                          STATION RECOVERY (1934)
 FK0590
 FK0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FK0590'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0878 ***********************************************************************
 EL0878  DESIGNATION -  SERVICE PLINE RAD KKE 768 MAST
 EL0878  PID         -  EL0878
 EL0878  STATE/COUNTY-  OK/GARVIN
 EL0878  COUNTRY     -  US
 EL0878  USGS QUAD   -  PAOLI (2018)
 EL0878
 EL0878                         *CURRENT SURVEY CONTROL
 EL0878  ______________________________________________________________________
 EL0878* NAD 83(1993) POSITION- 34 45 08.20783(N) 097 15 27.38462(W)   ADJUSTED
 EL0878  ______________________________________________________________________
 EL0878  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 EL0878  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 EL0878  HORZ ORDER      -  THIRD
 EL0878
 EL0878.The horizontal coordinates were established by classical geodetic methods
 EL0878.and adjusted by the National Geodetic Survey in November 1994.
 EL0878
 EL0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0878.GEOID18 height accuracy estimate available here.
 EL0878
 EL0878.Click photographs - Photos may exist for this station.
 EL0878
 EL0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0878
 EL0878. The following values were computed from the NAD 83(1993) position.
 EL0878
 EL0878;                    North         East     Units Scale Factor Converg.
 EL0878;SPC OK S     -   157,644.901   667,970.648   MT  0.99994023   +0 25 17.0
 EL0878;SPC OK S     -   517,206.65  2,191,500.37   sFT  0.99994023   +0 25 17.0
 EL0878;UTM  14      - 3,846,954.973   659,482.621   MT  0.99991349   +0 59 36.3
 EL0878
 EL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5948246954(NAD 83)
 EL0878
 EL0878                          SUPERSEDED SURVEY CONTROL
 EL0878
 EL0878  NAD 83(1986)-  34 45 08.21288(N)    097 15 27.37137(W) AD(       ) 3
 EL0878  NAD 27      -  34 45 07.92715(N)    097 15 26.28658(W) AD(       ) 3
 EL0878
 EL0878.Superseded values are not recommended for survey control.
 EL0878
 EL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0878.See file dsdata.pdf to determine how the superseded data were derived.
 EL0878
 EL0878_MARKER: 42 = RADIO/TV MAST
 EL0878
 EL0878  HISTORY     - Date     Condition        Report By
 EL0878  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0878
 EL0878                          STATION DESCRIPTION
 EL0878
 EL0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0878'THE STATION IS 3 MILES NORTHWEST OF THE CENTER OF PAULS VALLEY,
 EL0878'ALONG THE SOUTHWEST SIDE OF HIGHWAY 77.  THE MAST IS RED AND WHITE
 EL0878'IN COLOR AND IS 150 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 EL0878'TOP-CENTER OF THE MAST.  THE MAST HAS A RED WARNING LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0464 ***********************************************************************
 EM0464  DESIGNATION -  SEVEN
 EM0464  PID         -  EM0464
 EM0464  STATE/COUNTY-  OK/HARMON
 EM0464  COUNTRY     -  US
 EM0464  USGS QUAD   -  GOULD (2018)
 EM0464
 EM0464                         *CURRENT SURVEY CONTROL
 EM0464  ______________________________________________________________________
 EM0464* NAD 83(1993) POSITION- 34 41 08.35748(N) 099 50 01.88397(W)   ADJUSTED
 EM0464* NAVD 88 ORTHO HEIGHT -   498.716 (meters)     1636.20  (feet) POSTED
 EM0464  ______________________________________________________________________
 EM0464  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 EM0464  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 EM0464  DYNAMIC HEIGHT  -        498.17  (meters)     1634.4   (feet) COMP
 EM0464  MODELED GRAVITY -    979,517.3   (mgal)                       NAVD 88
 EM0464
 EM0464  HORZ ORDER      -  FIRST
 EM0464  VERT ORDER      -  * POSTED, SEE BELOW
 EM0464
 EM0464.The horizontal coordinates were established by classical geodetic methods
 EM0464.and adjusted by the National Geodetic Survey in November 1994.
 EM0464
 EM0464.The orthometric height was determined by differential leveling
 EM0464.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0464
 EM0464.* This is a POSTED BENCH MARK height.
 EM0464
 EM0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0464.GEOID18 height accuracy estimate available here.
 EM0464
 EM0464.Click photographs - Photos may exist for this station.
 EM0464
 EM0464.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0464
 EM0464.The dynamic height is computed by dividing the NAVD 88
 EM0464.geopotential number by the normal gravity value computed on the
 EM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0464.degrees latitude (g = 980.6199 gals.).
 EM0464
 EM0464.The modeled gravity was interpolated from observed gravity values.
 EM0464
 EM0464. The following values were computed from the NAD 83(1993) position.
 EM0464
 EM0464;                    North         East     Units Scale Factor Converg.
 EM0464;SPC OK S     -   151,530.686   431,972.633   MT  0.99993750   -1 02 27.3
 EM0464;SPC OK S     -   497,146.93  1,417,230.21   sFT  0.99993750   -1 02 27.3
 EM0464;UTM  14      - 3,838,500.597   423,618.398   MT  0.99967191   -0 28 28.4
 EM0464
 EM0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0464!SPC OK S     -   0.99992611  x   0.99993750  =   0.99986361
 EM0464!UTM  14      -   0.99992611  x   0.99967191  =   0.99959804
 EM0464
 EM0464:                Primary Azimuth Mark                     Grid Az
 EM0464:SPC OK S     -  SEVEN AZ MK                              038 13 48.3
 EM0464:UTM  14      -  SEVEN AZ MK                              037 39 49.4
 EM0464
 EM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2361838500(NAD 83)
 EM0464
 EM0464|---------------------------------------------------------------------|
 EM0464| PID    Reference Object                     Distance      Geod. Az  |
 EM0464|                                                           dddmmss.s |
 EM0464| EM1030 SEVEN AZ MK                         APPROX. 1.4 KM 0371121.0 |
 EM0464| EM0463 SEVEN RM 1                            8.274 METERS 07807     |
 EM0464| EM1031 GOULD MUNICIPAL TANK                APPROX. 6.0 KM 1060313.1 |
 EM0464| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX. 7.0 KM 2644457.4 |
 EM0464| EM1040 HOLLIS WEST MUNICIPAL TANK          APPROX. 8.2 KM 2673117.2 |
 EM0464| CX8626 SEVEN RM 2                            6.032 METERS 26837     |
 EM0464| EM1037 HOLLIS VUMORE TV MAST               APPROX. 6.7 KM 2741911.3 |
 EM0464|---------------------------------------------------------------------|
 EM0464
 EM0464                          SUPERSEDED SURVEY CONTROL
 EM0464
 EM0464  NAD 83(1986)-  34 41 08.36297(N)    099 50 01.87641(W) AD(       ) 1
 EM0464  NAD 27      -  34 41 08.13490(N)    099 50 00.51900(W) AD(       ) 1
 EM0464  NGVD 29 (??/??/92)  498.472  (m)         1635.40   (f) ADJ UNCH    2 0
 EM0464  NGVD 29             498.47   (m)         1635.4    (f) LEVELING    3  
 EM0464
 EM0464.Superseded values are not recommended for survey control.
 EM0464
 EM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0464.See file dsdata.pdf to determine how the superseded data were derived.
 EM0464
 EM0464_MARKER: DS = TRIANGULATION STATION DISK
 EM0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0464_STAMPING: SEVEN 1961
 EM0464_MARK LOGO: CGS
 EM0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0464+STABILITY: SURFACE MOTION
 EM0464
 EM0464  HISTORY     - Date     Condition        Report By
 EM0464  HISTORY     - 1961     MONUMENTED       CGS
 EM0464  HISTORY     - 1961     GOOD             CGS
 EM0464  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0464
 EM0464                          STATION DESCRIPTION
 EM0464
 EM0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0464'THE STATION IS ON U.S. GOVERNMENT PROPERTY, 4-1/2 MILES EAST
 EM0464'OF HOLLIS AND 3-1/2 MILES WEST OF GOULD.
 EM0464'
 EM0464'TO REACH THE STATION FROM THE POST OFFICE IN GOULD GO WEST ON
 EM0464'U.S. HIGHWAY 62 FOR 0.65 MILE TO A RAILROAD CROSSING, CONTINUE
 EM0464'WEST ON U.S. HIGHWAY 62 FOR 2.6 MILES TO A CROSSROAD.  (TO
 EM0464'REACH THE AZIMUTH MARK FROM THE CROSSROAD TURN RIGHT AND GO
 EM0464'NORTH FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 EM0464'CONTINUE WEST ON U.S. HIGHWAY 62 FOR 0.5 MILE TO THE ENTRANCE
 EM0464'ON THE RIGHT, TURN RIGHT AND GO NORTH 0.05 MILE TO THE
 EM0464'GUARD STATION, CONTINUE NORTH AND NORTHWEST FOR 0.15 MILE TO
 EM0464'THE FENCE AND STATION.
 EM0464'
 EM0464'THE STATION MARK, STAMPED SEVEN 1961, IS A STANDARD DISK SET
 EM0464'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM0464'6 INCHES.  IT IS 5.8 FEET SOUTHWEST OF THE WITNESS POST AND
 EM0464'3 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 EM0464'
 EM0464'REFERENCE MARK NO. 1, STAMPED SEVEN NO 1 1961, IS A STANDARD
 EM0464'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EM0464'THAT PROJECTS 6 INCHES.  IT IS 21.5 FEET EAST OF THE WITNESS POST
 EM0464'AND 2 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 EM0464'
 EM0464'REFERENCE MARK NO. 2, AN UNSTAMPED BRONZE DISK SET IN THE
 EM0464'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 EM0464'IT IS 25.4 FEET WEST OF THE WITNESS POST AND 3 FEET SOUTH OF
 EM0464'THE EAST-WEST FENCE LINE.
 EM0464'
 EM0464'THE AZIMUTH MARK, STAMPED SEVEN 1961, IS A STANDARD DISK SET IN
 EM0464'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM0464'4 INCHES.  IT IS 56 FEET SOUTHWEST OF THE CROSSROAD INTERSECTION,
 EM0464'26 FEET WEST OF A FENCE CORNER, 24 FEET SOUTH OF THE CENTER
 EM0464'OF A DIRT ROAD AND 3 FEET NORTH OF THE WITNESS POST SET
 EM0464'IN AN EAST-WEST FENCE LINE.
 EM0464
 EM0464                          STATION RECOVERY (1961)
 EM0464
 EM0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0464'3.5 MI W FROM GOULD.
 EM0464'3.6 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 EM0464'GOULD,THENCE NORTH AND NORTHWEST, 0.2 MILE TO THE NORTH SIDE OF ALTUS
 EM0464'AIR FORCE AUXILIARY SITE 7, SET IN A SQUARE CONCRETE MONUMENT THAT
 EM0464'PROJECTS 6 INCHES, 3 FEET SOUTH OF A FENCE, AND 5.8 FEET SOUTHWEST OF
 EM0464'A WITNESS POST.
 EM0464
 EM0464                          STATION RECOVERY (2018)
 EM0464
 EM0464'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1030 ***********************************************************************
 EM1030  DESIGNATION -  SEVEN AZ MK
 EM1030  PID         -  EM1030
 EM1030  STATE/COUNTY-  OK/HARMON
 EM1030  COUNTRY     -  US
 EM1030  USGS QUAD   -  GOULD (2018)
 EM1030
 EM1030                         *CURRENT SURVEY CONTROL
 EM1030  ______________________________________________________________________
 EM1030* NAD 83(1993) POSITION- 34 41 45.49635(N) 099 49 27.76503(W)   ADJUSTED
 EM1030* NAVD 88 ORTHO HEIGHT -   504.7   (meters)     1656.    (feet) VERTCON3
 EM1030  ______________________________________________________________________
 EM1030  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 EM1030  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 EM1030  HORZ ORDER      -  FIRST
 EM1030
 EM1030.The horizontal coordinates were established by classical geodetic methods
 EM1030.and adjusted by the National Geodetic Survey in November 1994.
 EM1030
 EM1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1030
 EM1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1030.GEOID18 height accuracy estimate available here.
 EM1030
 EM1030.Click photographs - Photos may exist for this station.
 EM1030
 EM1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1030
 EM1030. The following values were computed from the NAD 83(1993) position.
 EM1030
 EM1030;                    North         East     Units Scale Factor Converg.
 EM1030;SPC OK S     -   152,659.136   432,861.596   MT  0.99993784   -1 02 08.0
 EM1030;SPC OK S     -   500,849.18  1,420,146.75   sFT  0.99993784   -1 02 08.0
 EM1030;UTM  14      - 3,839,637.475   424,495.929   MT  0.99967026   -0 28 09.4
 EM1030
 EM1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1030!SPC OK S     -   0.99992516  x   0.99993784  =   0.99986300
 EM1030!UTM  14      -   0.99992516  x   0.99967026  =   0.99959544
 EM1030
 EM1030:                Primary Azimuth Mark                     Grid Az
 EM1030:SPC OK S     -  SEVEN                                    218 13 48.4
 EM1030:UTM  14      -  SEVEN                                    217 39 49.8
 EM1030
 EM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2449539637(NAD 83)
 EM1030
 EM1030|---------------------------------------------------------------------|
 EM1030| PID    Reference Object                     Distance      Geod. Az  |
 EM1030|                                                           dddmmss.s |
 EM1030| EM0464 SEVEN                               APPROX. 1.4 KM 2171140.4 |
 EM1030|---------------------------------------------------------------------|
 EM1030
 EM1030                          SUPERSEDED SURVEY CONTROL
 EM1030
 EM1030  NAD 83(1986)-  34 41 45.50183(N)    099 49 27.75753(W) AD(       ) 1
 EM1030  NAD 27      -  34 41 45.27410(N)    099 49 26.40080(W) AD(       ) 1
 EM1030  NGVD 29 (07/19/86)  504.5    (m)         1655.     (f) VERT ANG       
 EM1030
 EM1030.Superseded values are not recommended for survey control.
 EM1030
 EM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1030.See file dsdata.pdf to determine how the superseded data were derived.
 EM1030
 EM1030_MARKER: DZ = AZIMUTH MARK DISK
 EM1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1030_STAMPING: SEVEN 1961
 EM1030_MARK LOGO: CGS
 EM1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1030+STABILITY: SURFACE MOTION
 EM1030
 EM1030  HISTORY     - Date     Condition        Report By
 EM1030  HISTORY     - 1961     MONUMENTED       CGS
 EM1030  HISTORY     - 1973     GOOD             USAF
 EM1030
 EM1030                          STATION DESCRIPTION
 EM1030
 EM1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM1030'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF HOLLIS,
 EM1030'3-1/2 MILES WEST OF GOULD AND 1 MILE NORTH OF U.S. HIGHWAY
 EM1030'62.
 EM1030'
 EM1030'TO REACH THE STATION FROM THE POST OFFICE IN GOULD, GO WEST ON
 EM1030'U.S. HIGHWAY 62 FOR 0.65 MILE TO A RAILROAD CROSSING, CONTINUE
 EM1030'WEST ON U.S. HIGHWAY 62 FOR 2.6 MILES TO A CROSSROADS, TURN
 EM1030'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 EM1030'CROSSROADS AND THE STATION ON THE LEFT IN THE SOUTHWEST ANGLE
 EM1030'OF THE INTERSECTION.
 EM1030'
 EM1030'THE STATION IS A STANDARD AZIMUTH DISK STAMPED SEVEN 1961
 EM1030'AND IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 EM1030'PROJECTING 4 INCHES.  THE MARK IS 56 FEET SOUTHWEST OF THE
 EM1030'CENTER OF CROSSROAD INTERSECTION, 51 FEET WEST OF THE CENTER
 EM1030'OF DIRT ROAD, 26 FEET WEST OF A FENCE CORNER, 24 FEET SOUTH OF
 EM1030'THE CENTER OF DIRT ROAD, 2.6 FEET NORTH OF WITNESS POST
 EM1030'AND 2.6 FEET NORTH OF FENCE.
 EM1030
 EM1030                          STATION RECOVERY (1973)
 EM1030
 EM1030'RECOVERY NOTE BY US AIR FORCE 1973
 EM1030'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CGNDITION AS
 EM1030'DESCRIBED.  ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0463 ***********************************************************************
 EM0463  DESIGNATION -  SEVEN RM 1
 EM0463  PID         -  EM0463
 EM0463  STATE/COUNTY-  OK/HARMON
 EM0463  COUNTRY     -  US
 EM0463  USGS QUAD   -  GOULD (2018)
 EM0463
 EM0463                         *CURRENT SURVEY CONTROL
 EM0463  ______________________________________________________________________
 EM0463* NAD 83(1986) POSITION- 34 41 08.41   (N) 099 50 01.57   (W)   HD_HELD1
 EM0463* NAVD 88 ORTHO HEIGHT -   498.771 (meters)     1636.38  (feet) POSTED
 EM0463  ______________________________________________________________________
 EM0463  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 EM0463  DYNAMIC HEIGHT  -        498.22  (meters)     1634.6   (feet) COMP
 EM0463  MODELED GRAVITY -    979,517.3   (mgal)                       NAVD 88
 EM0463
 EM0463  VERT ORDER      -  * POSTED, SEE BELOW
 EM0463
 EM0463.The horizontal coordinates were determined by differentially corrected
 EM0463.hand held GPS observations or other comparable positioning techniques
 EM0463.and have an estimated accuracy of +/- 3 meters.
 EM0463
 EM0463.The orthometric height was determined by differential leveling
 EM0463.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0463
 EM0463.* This is a POSTED BENCH MARK height.
 EM0463
 EM0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0463.GEOID18 height accuracy estimate available here.
 EM0463
 EM0463.Click photographs - Photos may exist for this station.
 EM0463
 EM0463.The dynamic height is computed by dividing the NAVD 88
 EM0463.geopotential number by the normal gravity value computed on the
 EM0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0463.degrees latitude (g = 980.6199 gals.).
 EM0463
 EM0463.The modeled gravity was interpolated from observed gravity values.
 EM0463
 EM0463;                    North         East    Units  Estimated Accuracy
 EM0463;SPC OK S     -   151,532.2     431,980.7     MT  (+/- 3 meters HH1 GPS) 
 EM0463
 EM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2362638502(NAD 83)
 EM0463
 EM0463                          SUPERSEDED SURVEY CONTROL
 EM0463
 EM0463  NGVD 29 (??/??/92)  498.527  (m)         1635.58   (f) ADJ UNCH    2 0
 EM0463
 EM0463.Superseded values are not recommended for survey control.
 EM0463
 EM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0463.See file dsdata.pdf to determine how the superseded data were derived.
 EM0463
 EM0463_MARKER: DR = REFERENCE MARK DISK
 EM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0463_STAMPING: SEVEN NO 1 1961
 EM0463_MARK LOGO: CGS
 EM0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0463+STABILITY: SURFACE MOTION
 EM0463
 EM0463  HISTORY     - Date     Condition        Report By
 EM0463  HISTORY     - 1961     MONUMENTED       CGS
 EM0463  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0463
 EM0463                          STATION DESCRIPTION
 EM0463
 EM0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0463'3.5 MI W FROM GOULD.
 EM0463'3.6 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN DOULD,
 EM0463'THENCE NORTH AND NORTHWEST, 0.2 MILE TO THE NORTH SIDE OF ALTHUS AIR
 EM0463'FORCE AUXILIARY SITE 7,SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 EM0463'6 INCHES, 2 FEET SOUTH OF A FENCE, AND 21.5 FEET EAST OF A WITNESS
 EM0463'POST.
 EM0463
 EM0463                          STATION RECOVERY (2018)
 EM0463
 EM0463'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0883 ***********************************************************************
 FJ0883  DESIGNATION -  SEWARD
 FJ0883  PID         -  FJ0883
 FJ0883  STATE/COUNTY-  OK/LOGAN
 FJ0883  COUNTRY     -  US
 FJ0883  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0883
 FJ0883                         *CURRENT SURVEY CONTROL
 FJ0883  ______________________________________________________________________
 FJ0883* NAD 83(1993) POSITION- 35 46 08.06964(N) 097 25 29.85692(W)   ADJUSTED
 FJ0883* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 FJ0883  ______________________________________________________________________
 FJ0883  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 FJ0883  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 FJ0883  HORZ ORDER      -  THIRD
 FJ0883
 FJ0883.The horizontal coordinates were established by classical geodetic methods
 FJ0883.and adjusted by the National Geodetic Survey in November 1994.
 FJ0883
 FJ0883.The orthometric height was scaled from a topographic map.
 FJ0883
 FJ0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0883.GEOID18 height accuracy estimate available here.
 FJ0883
 FJ0883.Click photographs - Photos may exist for this station.
 FJ0883
 FJ0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0883
 FJ0883. The following values were computed from the NAD 83(1993) position.
 FJ0883
 FJ0883;                    North         East     Units Scale Factor Converg.
 FJ0883;SPC OK N     -    85,466.417   651,996.654   MT  0.99996945   +0 20 21.7
 FJ0883;SPC OK N     -   280,401.07  2,139,092.36   sFT  0.99996945   +0 20 21.7
 FJ0883;UTM  14      - 3,959,461.500   642,373.311   MT  0.99984978   +0 55 14.9
 FJ0883
 FJ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0883!SPC OK N     -   0.99994765  x   0.99996945  =   0.99991710
 FJ0883!UTM  14      -   0.99994765  x   0.99984978  =   0.99979743
 FJ0883
 FJ0883:                Primary Azimuth Mark                     Grid Az
 FJ0883:SPC OK N     -  SEWARD AZ MK                             359 57 59.9
 FJ0883:UTM  14      -  SEWARD AZ MK                             359 23 06.7
 FJ0883
 FJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4237359461(NAD 83)
 FJ0883
 FJ0883|---------------------------------------------------------------------|
 FJ0883| PID    Reference Object                     Distance      Geod. Az  |
 FJ0883|                                                           dddmmss.s |
 FJ0883| CL5377 SEWARD AZ MK                                       0001821.6 |
 FJ0883| FJ0882 GUTHRIE SHELL MAST 2                APPROX. 9.5 KM 0324801.0 |
 FJ0883| CL5378 SEWARD RM 1                          29.761 METERS 10532     |
 FJ0883| FJ1084 NAVINA SACRED HEART CATH CH         APPROX.12.8 KM 2853930.5 |
 FJ0883| CL5379 SEWARD RM 2                          14.156 METERS 35957     |
 FJ0883|---------------------------------------------------------------------|
 FJ0883
 FJ0883                          SUPERSEDED SURVEY CONTROL
 FJ0883
 FJ0883  NAD 83(1986)-  35 46 08.07674(N)    097 25 29.83900(W) AD(       ) 3
 FJ0883  NAD 27      -  35 46 07.89125(N)    097 25 28.69980(W) AD(       ) 3
 FJ0883
 FJ0883.Superseded values are not recommended for survey control.
 FJ0883
 FJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0883.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0883
 FJ0883_MARKER: DS = TRIANGULATION STATION DISK
 FJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0883_STAMPING: SEWARD 1954
 FJ0883_MARK LOGO: CGS
 FJ0883_PROJECTION: FLUSH
 FJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0883+STABILITY: SURFACE MOTION
 FJ0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0883+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2017
 FJ0883
 FJ0883  HISTORY     - Date     Condition        Report By
 FJ0883  HISTORY     - 1954     MONUMENTED       CGS
 FJ0883  HISTORY     - 20170918 GOOD             INDIV
 FJ0883
 FJ0883                          STATION DESCRIPTION
 FJ0883
 FJ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0883'THE STATION IS LOCATED ABOUT 8 MILES, AIRLINE, NORTH-NORTHEAST
 FJ0883'OF EDMOND, AND ABOUT 7.5 MILES SOUTH OF GUTHRIE, NEAR THE
 FJ0883'SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SEC. 16, T. 15 N.,
 FJ0883'R. 2 W., ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 FJ0883'
 FJ0883'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 66, ABOUT
 FJ0883'3 MILES EAST OF EDMOND- GO NORTH ON U.S. HIGHWAY 77 FOR 8.0
 FJ0883'MILES TO CROSSROAD AND STATION ON RIGHT.
 FJ0883'
 FJ0883'THE STATION MARK, 57 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 FJ0883'34 FEET EAST OF THE CENTERLINE OF HIGHWAY 77, AND 60 FEET
 FJ0883'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, IS LEVEL WITH
 FJ0883'THE GROUND SURFACE, AND THE DISK IS STAMPED SEWARD 1954.
 FJ0883'
 FJ0883'REFERENCE MARK NO. 1, EAST-SOUTHEAST OF THE STATION, IS 70 FEET
 FJ0883'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE AND PROJECTS 5 INCHES.
 FJ0883'THE DISK IS STAMPED SEWARD NO 1 1954.
 FJ0883'
 FJ0883'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 34 FEET EAST OF THE
 FJ0883'CENTERLINE OF HIGHWAY 77, 2 FEET SOUTH OF A TELEPHONE POLE, AND
 FJ0883'PROJECTS 5 INCHES.  THE DISK IS STAMPED SEWARD NO 2 1954.
 FJ0883'
 FJ0883'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILES NORTH, IS 49 FEET
 FJ0883'EAST OF THE CENTERLINE OF HIGHWAY 77, 15 FEET EAST OF A MASONRY
 FJ0883'FENCE CORNER-POST, 3 FEET EAST OF A WHITE WITNESS POST, AND 2
 FJ0883'FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS LEVEL WITH THE
 FJ0883'GROUND SURFACE AND THE DISK IS STAMPED SEWARD 1954.
 FJ0883'
 FJ0883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ0883
 FJ0883                          STATION RECOVERY (2017)
 FJ0883
 FJ0883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JF)
 FJ0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1082 ***********************************************************************
 GK1082  DESIGNATION -  SHADWICK
 GK1082  PID         -  GK1082
 GK1082  STATE/COUNTY-  OK/BEAVER
 GK1082  COUNTRY     -  US
 GK1082  USGS QUAD   -  BALKO SW (2018)
 GK1082
 GK1082                         *CURRENT SURVEY CONTROL
 GK1082  ______________________________________________________________________
 GK1082* NAD 83(1997) POSITION- 36 36 20.98715(N) 100 43 50.69088(W)   ADJUSTED
 GK1082* NAVD 88 ORTHO HEIGHT -   885.3   (meters)     2905.    (feet) VERTCON3
 GK1082  ______________________________________________________________________
 GK1082  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 GK1082  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 GK1082  HORZ ORDER      -  FIRST
 GK1082
 GK1082.The horizontal coordinates were established by classical geodetic methods
 GK1082.and adjusted by the National Geodetic Survey in October 1998.
 GK1082
 GK1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1082
 GK1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1082.GEOID18 height accuracy estimate available here.
 GK1082
 GK1082.Click photographs - Photos may exist for this station.
 GK1082
 GK1082.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1082
 GK1082. The following values were computed from the NAD 83(1997) position.
 GK1082
 GK1082;                    North         East     Units Scale Factor Converg.
 GK1082;SPC OK N     -   181,610.690   355,721.094   MT  0.99997461   -1 36 41.6
 GK1082;SPC OK N     -   595,834.41  1,167,061.62   sFT  0.99997461   -1 36 41.6
 GK1082;SPC TX N     - 1,289,374.275   268,832.251   MT  1.00012595   +0 26 44.9
 GK1082;SPC TX N     - 4,230,222.10    881,993.81   sFT  1.00012595   +0 26 44.9
 GK1082;UTM  14      - 4,052,541.611   345,206.782   MT  0.99989521   -1 01 56.1
 GK1082
 GK1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1082!SPC OK N     -   0.99986538  x   0.99997461  =   0.99983999
 GK1082!SPC TX N     -   0.99986538  x   1.00012595  =   0.99999131
 GK1082!UTM  14      -   0.99986538  x   0.99989521  =   0.99976060
 GK1082
 GK1082:                Primary Azimuth Mark                     Grid Az
 GK1082:SPC OK N     -  PERRYTON NORTH MUNICIPAL TANK            197 52 46.9
 GK1082:SPC TX N     -  PERRYTON NORTH MUNICIPAL TANK            195 49 20.4
 GK1082:UTM  14      -  PERRYTON NORTH MUNICIPAL TANK            197 18 01.4
 GK1082
 GK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4520652541(NAD 83)
 GK1082
 GK1082|---------------------------------------------------------------------|
 GK1082| PID    Reference Object                     Distance      Geod. Az  |
 GK1082|                                                           dddmmss.s |
 GK1082| CL4054 SHADWICK RM 1                        96.835 METERS 11913     |
 GK1082| CL3835 RED WINDMILL HOUSE                                 1622747.3 |
 GK1082| GK1064 PERRYTON BLACK WATER TANK           APPROX.23.7 KM 1954050.5 |
 GK1082| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.23.8 KM 1961605.3 |
 GK1082| CL4055 SHADWICK RM 2                                      22140     |
 GK1082|---------------------------------------------------------------------|
 GK1082
 GK1082                          SUPERSEDED SURVEY CONTROL
 GK1082
 GK1082  NAD 83(1993)-  36 36 20.98719(N)    100 43 50.69188(W) AD(       ) 1
 GK1082  NAD 83(1986)-  36 36 20.99233(N)    100 43 50.68185(W) AD(       ) 1
 GK1082  NAD 27      -  36 36 20.89898(N)    100 43 49.13794(W) AD(       ) 1
 GK1082  NGVD 29 (07/19/86)  884.9    (m)         2903.     (f) VERT ANG       
 GK1082
 GK1082.Superseded values are not recommended for survey control.
 GK1082
 GK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1082.See file dsdata.pdf to determine how the superseded data were derived.
 GK1082
 GK1082_MARKER: DS = TRIANGULATION STATION DISK
 GK1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1082_STAMPING: SHADWICK 1931
 GK1082_MARK LOGO: CGS
 GK1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1082+STABILITY: SURFACE MOTION
 GK1082
 GK1082  HISTORY     - Date     Condition        Report By
 GK1082  HISTORY     - 1931     MONUMENTED       CGS
 GK1082  HISTORY     - 1934     GOOD             CGS
 GK1082
 GK1082                          STATION DESCRIPTION
 GK1082
 GK1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GK1082'STATION IS ABOUT 14-1/2 MILES N AND 4.1 MILES E OF PERRYTON,
 GK1082'TEXAS, 3 MILES SW OF BALKO VILLAGE, 30.9 FEET S OF E-W FENCE,
 GK1082'AND 300 FEET W OF LAND ON HIGHEST PART OF LOW-ROUNDED HILL IN
 GK1082'PASTURE OWNED BY J.R. SHADWICK AND LEASED BY D.E. PENNER.
 GK1082'MARK PROJECTS 4 INCHES ABOVE GROUND.
 GK1082'
 GK1082'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK1082'DISKS SET IN CONCRETE POSTS.
 GK1082'
 GK1082'REFERENCE MARK NO. 1 IS ON W EDGE OF LANE, IN FENCE LINE,
 GK1082'317.7 FEET FROM STATION, S 60 DEG 47 MIN E, AND PROJECTS
 GK1082'ABOUT 3 INCHES.
 GK1082'
 GK1082'REFERENCE MARK NO. 2 IS IN FENCE CORNER, 0.4 MILE FROM STATION
 GK1082'S 41 DEG 40 MIN W, AND PROJECTS ABOUT 3 INCHES.
 GK1082'
 GK1082'OTHER BEARINGS FROM STATION ARE--RED WINDMILL ON FARM, DISTANT
 GK1082'2 MILES, S 17 DEG 32 MIN E.  PERRYTON, MUNICIPAL WATER
 GK1082'TANK (SILVER), FINIAL, S 16 DEG 16 MIN W.
 GK1082'
 GK1082'TO REACH STATION FROM PERRYTON, GO N ON U.S. HIGHWAY 83 TO
 GK1082'OLD STATE LINE 7 MILES, E 0.6 MILE, N 3 MILES, E 3.8 MILES,
 GK1082'N 4 MILES, W 0.5 MILE TO LANE MENTIONED ABOVE.
 GK1082'
 GK1082'IN 1934 STATION WAS REACHED FROM BALKO VILLAGE W 2 MILES, S 2
 GK1082'MILES, THEN W 0.5 MILE TO NARROW LANE RUNNING N, 0.15 MILE N
 GK1082'ON LAND, AND 300 FEET NW TO STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1253 ***********************************************************************
 FJ1253  DESIGNATION -  SHAMROCK MUNICIPAL TANK
 FJ1253  PID         -  FJ1253
 FJ1253  STATE/COUNTY-  OK/CREEK
 FJ1253  COUNTRY     -  US
 FJ1253  USGS QUAD   -  DRUMRIGHT (2018)
 FJ1253
 FJ1253                         *CURRENT SURVEY CONTROL
 FJ1253  ______________________________________________________________________
 FJ1253* NAD 83(1993) POSITION- 35 54 37.76930(N) 096 34 41.80348(W)   ADJUSTED
 FJ1253  ______________________________________________________________________
 FJ1253  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 FJ1253  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 FJ1253  HORZ ORDER      -  THIRD
 FJ1253
 FJ1253.The horizontal coordinates were established by classical geodetic methods
 FJ1253.and adjusted by the National Geodetic Survey in November 1994.
 FJ1253
 FJ1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1253.GEOID18 height accuracy estimate available here.
 FJ1253
 FJ1253.Click photographs - Photos may exist for this station.
 FJ1253
 FJ1253.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1253
 FJ1253. The following values were computed from the NAD 83(1993) position.
 FJ1253
 FJ1253;                    North         East     Units Scale Factor Converg.
 FJ1253;SPC OK N     -   101,960.921   728,322.022   MT  0.99995541   +0 50 20.5
 FJ1253;SPC OK N     -   334,516.79  2,389,503.17   sFT  0.99995541   +0 50 20.5
 FJ1253;UTM  14      - 3,976,730.406   718,530.834   MT  1.00018849   +1 25 15.4
 FJ1253
 FJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1853076730(NAD 83)
 FJ1253
 FJ1253                          SUPERSEDED SURVEY CONTROL
 FJ1253
 FJ1253  NAD 83(1986)-  35 54 37.78268(N)    096 34 41.78247(W) AD(       ) 3
 FJ1253  NAD 27      -  35 54 37.54200(N)    096 34 40.72500(W) AD(       ) 3
 FJ1253
 FJ1253.Superseded values are not recommended for survey control.
 FJ1253
 FJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1253.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1253
 FJ1253_MARKER: 53 = ELEVATED TANK
 FJ1253
 FJ1253  HISTORY     - Date     Condition        Report By
 FJ1253  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1253  HISTORY     - 1975     GOOD             DMA
 FJ1253  HISTORY     - 19990923 GOOD             USPSQD
 FJ1253  HISTORY     - 20191122 GOOD             MCA
 FJ1253
 FJ1253                          STATION DESCRIPTION
 FJ1253
 FJ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1253'OBJECT OBSERVED UPON WAS FINIAL OF MUNICIPALLY OWNED WATER
 FJ1253'TANK IN SHAMROCK.  IT IS IN EAST PART OF TOWN AND ABOUT 90
 FJ1253'FEET TALL.
 FJ1253'
 FJ1253'OBSERVED UPON FROM STATIONS WICKAM, CAIN, CRAWFORD, LONG,
 FJ1253'DOWELL AND CUSHING.
 FJ1253
 FJ1253                          STATION RECOVERY (1975)
 FJ1253
 FJ1253'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975
 FJ1253'RECOVERED IN GOOD CONDITION.
 FJ1253
 FJ1253                          STATION RECOVERY (1999)
 FJ1253
 FJ1253'RECOVERY NOTE BY US POWER SQUADRON 1999
 FJ1253'RECOVERED IN GOOD CONDITION.
 FJ1253
 FJ1253                          STATION RECOVERY (2019)
 FJ1253
 FJ1253'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2019 (CCM)
 FJ1253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0896 ***********************************************************************
 GG0896  DESIGNATION -  SHANPORT
 GG0896  PID         -  GG0896
 GG0896  STATE/COUNTY-  OK/DELAWARE
 GG0896  COUNTRY     -  US
 GG0896  USGS QUAD   -  GROVE (2018)
 GG0896
 GG0896                         *CURRENT SURVEY CONTROL
 GG0896  ______________________________________________________________________
 GG0896* NAD 83(1997) POSITION- 36 34 21.16436(N) 094 51 40.20064(W)   ADJUSTED
 GG0896* NAD 83(1997) ELLIP HT-   202.669 (meters)        (10/02/98)   ADJUSTED
 GG0896* NAVD 88 ORTHO HEIGHT -   231.9   (meters)      761.    (feet) VERTCON3
 GG0896  ______________________________________________________________________
 GG0896  GEOID HEIGHT    -        -29.040 (meters)                     GEOID18
 GG0896  NAD 83(1997) X  -   -434,602.631 (meters)                     COMP
 GG0896  NAD 83(1997) Y  - -5,110,114.456 (meters)                     COMP
 GG0896  NAD 83(1997) Z  -  3,779,523.575 (meters)                     COMP
 GG0896  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 GG0896  HORZ ORDER      -  SECOND
 GG0896  ELLP ORDER      -  FOURTH    CLASS I
 GG0896
 GG0896.This mark is at Afton/shangri-La Airport (3O9)
 GG0896
 GG0896.The horizontal coordinates were established by GPS observations
 GG0896.and adjusted by the National Geodetic Survey in October 1998.
 GG0896
 GG0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0896
 GG0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0896.GEOID18 height accuracy estimate available here.
 GG0896
 GG0896.Click photographs - Photos may exist for this station.
 GG0896
 GG0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0896
 GG0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0896
 GG0896.The ellipsoidal height was determined by GPS observations
 GG0896.and is referenced to NAD 83.
 GG0896
 GG0896. The following values were computed from the NAD 83(1997) position.
 GG0896
 GG0896;                    North         East     Units Scale Factor Converg.
 GG0896;SPC OK N     -   179,022.657   880,891.691   MT  0.99997034   +1 51 08.5
 GG0896;SPC OK N     -   587,343.50  2,890,058.82   sFT  0.99997034   +1 51 08.5
 GG0896;UTM  15      - 4,049,067.100   333,469.760   MT  0.99994168   -1 06 33.2
 GG0896
 GG0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0896!SPC OK N     -   0.99996819  x   0.99997034  =   0.99993854
 GG0896!UTM  15      -   0.99996819  x   0.99994168  =   0.99990988
 GG0896
 GG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3346949067(NAD 83)
 GG0896
 GG0896                          SUPERSEDED SURVEY CONTROL
 GG0896
 GG0896  NAD 83(1993)-  36 34 21.16639(N)    094 51 40.20130(W) AD(       ) 2
 GG0896  ELLIP H (11/28/94)  202.560  (m)                       GP(       ) 5 1
 GG0896  NAD 83(1986)-  36 34 21.18106(N)    094 51 40.20718(W) AD(       ) 2
 GG0896  NGVD 29 (11/30/89)  231.8    (m)  RAPSU86  model used  GPS OBS        
 GG0896
 GG0896.Superseded values are not recommended for survey control.
 GG0896
 GG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0896.See file dsdata.pdf to determine how the superseded data were derived.
 GG0896
 GG0896_MARKER: I = METAL ROD
 GG0896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0896_STAMPING: SHANPORT 1989
 GG0896_MARK LOGO: NGS
 GG0896_PROJECTION: FLUSH
 GG0896_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0896+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0896_ROD/PIPE-DEPTH: 3.1 meters
 GG0896_SLEEVE-DEPTH  : 0.9 meters
 GG0896
 GG0896  HISTORY     - Date     Condition        Report By
 GG0896  HISTORY     - 1989     MONUMENTED       NGS
 GG0896
 GG0896                          STATION DESCRIPTION
 GG0896
 GG0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0896'THE STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) SOUTHEAST OF AFTON, AT
 GG0896'THE AFTON/SHANGRI-LA AIRPORT, ALONG THE WEST SIDE AND NEAR THE SOUTH
 GG0896'END OF THE RUNWAY.  OWNERSHIP--4TH NATIONAL BANK OF TULSA, C/O AIRPORT
 GG0896'MANAGER SKIP HARRIS, RT 3, AFTON OK 74331. PHONE (918) 257-4204
 GG0896'EXTENSION 7370.
 GG0896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85A AND 125,
 GG0896'ABOUT 4.7 KM (2.90 MI) NORTHEAST OF BERNICE, GO SOUTHERLY FOR 6.8 KM
 GG0896'(4.25 MI) ON HIGHWAY 125 TO A PAVED DRIVE ON THE RIGHT AT THE CONOCO
 GG0896'SERVICE STATION (AIRPORT OFFICE).  TURN RIGHT AND GO SOUTH FOR 0.1 KM
 GG0896'(0.05 MI) ON THE AIRPORT ENTRANCE DRIVE PASSSING THE AIRPORT OFFICE ON
 GG0896'THE RIGHT TO AN APRON.  GO SOUTHWEST FOR 0.5 KM (0.30 MI) ACROSS APRON
 GG0896'AND ON CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO SOUTH FOR
 GG0896'0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE
 GG0896'A TURNAROUND ON THE RIGHT.
 GG0896'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GG0896'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.1 METERS IN A GREASE
 GG0896'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A PVC PIPE
 GG0896'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GG0896'27.4 M (89.9 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE
 GG0896'TURNAROUND, 17.4 M (57.1 FT) WEST-NORTHWEST FROM THE JUNCTION OF THE
 GG0896'RUNWAY AND THE NORTH EDGE OF THE TURNAROUND, AND 16.2 M (53.1 FT) WEST
 GG0896'FROM THE WEST EDGE OF THE RUNWAY.
 GG0896'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0897 ***********************************************************************
 GG0897  DESIGNATION -  SHANPORT AZ MK
 GG0897  PID         -  GG0897
 GG0897  STATE/COUNTY-  OK/DELAWARE
 GG0897  COUNTRY     -  US
 GG0897  USGS QUAD   -  GROVE (2018)
 GG0897
 GG0897                         *CURRENT SURVEY CONTROL
 GG0897  ______________________________________________________________________
 GG0897* NAD 83(1997) POSITION- 36 34 39.41180(N) 094 51 41.49884(W)   ADJUSTED
 GG0897* NAD 83(1997) ELLIP HT-   208.030 (meters)        (10/02/98)   ADJUSTED
 GG0897* NAVD 88 ORTHO HEIGHT -   237.3   (meters)      779.    (feet) VERTCON3
 GG0897  ______________________________________________________________________
 GG0897  GEOID HEIGHT    -        -29.046 (meters)                     GEOID18
 GG0897  NAD 83(1997) X  -   -434,606.752 (meters)                     COMP
 GG0897  NAD 83(1997) Y  - -5,109,782.040 (meters)                     COMP
 GG0897  NAD 83(1997) Z  -  3,779,978.496 (meters)                     COMP
 GG0897  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 GG0897  HORZ ORDER      -  SECOND
 GG0897  ELLP ORDER      -  FOURTH    CLASS I
 GG0897
 GG0897.This mark is at Afton/shangri-La Airport (3O9)
 GG0897
 GG0897.The horizontal coordinates were established by GPS observations
 GG0897.and adjusted by the National Geodetic Survey in October 1998.
 GG0897
 GG0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0897
 GG0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0897.GEOID18 height accuracy estimate available here.
 GG0897
 GG0897.Click photographs - Photos may exist for this station.
 GG0897
 GG0897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0897
 GG0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0897
 GG0897.The ellipsoidal height was determined by GPS observations
 GG0897.and is referenced to NAD 83.
 GG0897
 GG0897. The following values were computed from the NAD 83(1997) position.
 GG0897
 GG0897;                    North         East     Units Scale Factor Converg.
 GG0897;SPC OK N     -   179,583.779   880,841.252   MT  0.99997097   +1 51 07.8
 GG0897;SPC OK N     -   589,184.45  2,889,893.34   sFT  0.99997097   +1 51 07.8
 GG0897;UTM  15      - 4,049,630.063   333,448.381   MT  0.99994176   -1 06 34.4
 GG0897
 GG0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0897!SPC OK N     -   0.99996735  x   0.99997097  =   0.99993832
 GG0897!UTM  15      -   0.99996735  x   0.99994176  =   0.99990911
 GG0897
 GG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3344849630(NAD 83)
 GG0897
 GG0897                          SUPERSEDED SURVEY CONTROL
 GG0897
 GG0897  NAD 83(1993)-  36 34 39.41382(N)    094 51 41.49950(W) AD(       ) 2
 GG0897  ELLIP H (11/28/94)  207.917  (m)                       GP(       ) 5 1
 GG0897  NAD 83(1986)-  36 34 39.42850(N)    094 51 41.50541(W) AD(       ) 2
 GG0897  NGVD 29 (11/30/89)  237.2    (m)  RAPSU86  model used  GPS OBS        
 GG0897
 GG0897.Superseded values are not recommended for survey control.
 GG0897
 GG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0897.See file dsdata.pdf to determine how the superseded data were derived.
 GG0897
 GG0897_MARKER: I = METAL ROD
 GG0897_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0897_STAMPING: SHANPORT AZ MK 1989
 GG0897_MARK LOGO: NGS
 GG0897_PROJECTION: FLUSH
 GG0897_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0897+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GG0897_ROD/PIPE-DEPTH: 2.8 meters
 GG0897_SLEEVE-DEPTH  : 0.9 meters
 GG0897
 GG0897  HISTORY     - Date     Condition        Report By
 GG0897  HISTORY     - 1989     MONUMENTED       NGS
 GG0897
 GG0897                          STATION DESCRIPTION
 GG0897
 GG0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GG0897'THE STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) SOUTHEAST OF AFTON, AT
 GG0897'THE AFTON/SHANGRI-LA AIRPORT, ALONG THE EAST SIDE AND NEAR THE MIDDLE
 GG0897'OF THE RUNWAY.  OWNERSHIP--4TH NATIONAL BANK OF TULSA, C/O AIRPORT
 GG0897'MANAGER SKIP HARRIS, RT 3, AFTON OK 74331. PHONE (918) 257-4204
 GG0897'EXTENSION 7370.
 GG0897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85A AND 125,
 GG0897'ABOUT 4.7 KM (2.90 MI) NORTHEAST OF BERNICE, GO SOUTHERLY FOR 6.8 KM
 GG0897'(4.25 MI) ON HIGHWAY 125 TO A PAVED DRIVE ON THE RIGHT AT A CONOCO
 GG0897'SERVICE STATION (AIRPORT OFFICE).  TURN RIGHT AND GO SOUTH FOR 0.1 KM
 GG0897'(0.05 MI) ON THE AIRPORT ENTRANCE DRIVE PASSING THE AIRPORT OFFICE ON
 GG0897'THE RIGHT TO AN APRON.  GO SOUTHWEST FOR 0.5 KM (0.30 MI) ON THE APRON
 GG0897'AND ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 GG0897'THE RUNWAY.
 GG0897'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GG0897'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.8 METERS IN A GREASE
 GG0897'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A PVC PIPE
 GG0897'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GG0897'50.6 M (166.0 FT) WEST-NORTHWEST FROM A WIND SOCK POLE, 23.3 M
 GG0897'(76.4 FT) SOUTHEAST FROM THE TOP CENTER OF A 0.5 METER BY 0.5 METER
 GG0897'CORRUGATED METAL DRAIN PIPE UNDER THE CONNECTING TAXIWAY, AND 18.0 M
 GG0897'(59.1 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 GG0897'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0682 ***********************************************************************
 GJ0682  DESIGNATION -  SHARON
 GJ0682  PID         -  GJ0682
 GJ0682  STATE/COUNTY-  OK/WOODWARD
 GJ0682  COUNTRY     -  US
 GJ0682  USGS QUAD   -  SHARON (2018)
 GJ0682
 GJ0682                         *CURRENT SURVEY CONTROL
 GJ0682  ______________________________________________________________________
 GJ0682* NAD 83(1993) POSITION- 36 17 58.67771(N) 099 20 02.45879(W)   ADJUSTED
 GJ0682* NAVD 88 ORTHO HEIGHT -   667.    (meters)     2188.    (feet) SCALED
 GJ0682  ______________________________________________________________________
 GJ0682  GEOID HEIGHT    -        -28.205 (meters)                     GEOID18
 GJ0682  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 GJ0682  HORZ ORDER      -  SECOND
 GJ0682
 GJ0682.The horizontal coordinates were established by classical geodetic methods
 GJ0682.and adjusted by the National Geodetic Survey in November 1994.
 GJ0682
 GJ0682.The orthometric height was scaled from a topographic map.
 GJ0682
 GJ0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0682.GEOID18 height accuracy estimate available here.
 GJ0682
 GJ0682.Click photographs - Photos may exist for this station.
 GJ0682
 GJ0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0682
 GJ0682. The following values were computed from the NAD 83(1993) position.
 GJ0682
 GJ0682;                    North         East     Units Scale Factor Converg.
 GJ0682;SPC OK N     -   145,021.730   480,186.806   MT  0.99994806   -0 47 14.2
 GJ0682;SPC OK N     -   475,792.13  1,575,412.88   sFT  0.99994806   -0 47 14.2
 GJ0682;UTM  14      - 4,017,234.683   470,010.142   MT  0.99961108   -0 11 51.9
 GJ0682
 GJ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0682!SPC OK N     -   0.99989971  x   0.99994806  =   0.99984778
 GJ0682!UTM  14      -   0.99989971  x   0.99961108  =   0.99951083
 GJ0682
 GJ0682:                Primary Azimuth Mark                     Grid Az
 GJ0682:SPC OK N     -  SHARON AZ MK                             195 30 26.7
 GJ0682:UTM  14      -  SHARON AZ MK                             194 55 04.4
 GJ0682
 GJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7001017234(NAD 83)
 GJ0682
 GJ0682|---------------------------------------------------------------------|
 GJ0682| PID    Reference Object                     Distance      Geod. Az  |
 GJ0682|                                                           dddmmss.s |
 GJ0682| GJ0664 MOORELAND FARMERS CO OP ELEV        APPROX.19.3 KM 0361347.1 |
 GJ0682| CL4061 SHARON RM 1                          15.658 METERS 09001     |
 GJ0682| GJ0675 VICI FARMERS CO OP ASSN E ELEV      APPROX.16.9 KM 1682509.6 |
 GJ0682| GJ0676 VICI WATER TANK                     APPROX.17.0 KM 1685853.2 |
 GJ0682| CL4062 SHARON RM 2                          14.441 METERS 17546     |
 GJ0682| CL4060 SHARON AZ MK                                       1944312.5 |
 GJ0682| GJ0686 WOODWARD TOM MOORE RADIO MAST       APPROX.14.0 KM 3343232.8 |
 GJ0682| GJ0685 WOODWARD BUTCHER TRU VUE MAST       APPROX.15.0 KM 3383925.6 |
 GJ0682|---------------------------------------------------------------------|
 GJ0682
 GJ0682                          SUPERSEDED SURVEY CONTROL
 GJ0682
 GJ0682  NAD 83(1986)-  36 17 58.68279(N)    099 20 02.44722(W) AD(       ) 2
 GJ0682  NAD 27      -  36 17 58.54101(N)    099 20 01.06254(W) AD(       ) 2
 GJ0682
 GJ0682.Superseded values are not recommended for survey control.
 GJ0682
 GJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0682.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0682
 GJ0682_MARKER: DS = TRIANGULATION STATION DISK
 GJ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0682_STAMPING: SHARON 1963
 GJ0682_MARK LOGO: CGS
 GJ0682_PROJECTION: FLUSH
 GJ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0682+STABILITY: SURFACE MOTION
 GJ0682
 GJ0682  HISTORY     - Date     Condition        Report By
 GJ0682  HISTORY     - 1963     MONUMENTED       CGS
 GJ0682
 GJ0682                          STATION DESCRIPTION
 GJ0682
 GJ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0682'STATION IS LOCATED ABOUT 10.5 MILES NORTH NORTHWEST OF VICI, 10.0
 GJ0682'MILES SOUTH SOUTHEAST OF WOODWARD AND 1.5 MILES NORTH OF SHARON ON
 GJ0682'THE HIGHEST PART OF A LOW HILL THAT IS IN PASTURE.  STATION IS ON
 GJ0682'THE PROPERTY OF MR. RAY C. WEBB.
 GJ0682'
 GJ0682'STATION IS REACHED AS FOLLOWS--FROM THE U. S. POST OFFICE, IN
 GJ0682'SEILING, GO NORTHERLY, ON U. S. HIGHWAY 270 FOR 18.2 MILES TO A
 GJ0682'DIAGONAL CROSSROAD AND SIGN SHARON 8.  TURN LEFT AND GO WEST
 GJ0682'7.8 MILES TO STATE HIGHWAY 34.  TURN RIGHT AND GO NORTH ON
 GJ0682'STATE HIGHWAY 34 FOR 1.0 MILE TO A CROSSROAD.  (TO REACH THE
 GJ0682'AZIMUTH MARK CONTINUE NORTHERLY 0.15 MILE TO THE MARK ON THE
 GJ0682'WEST SIDE OF THE HIGHWAY.) TURN RIGHT AND GO ABOUT 50 YARDS EAST
 GJ0682'TO A FARM ROAD ON THE LEFT.  TURN LEFT AND TAKE FARM ROAD NORTH
 GJ0682'0.1 MILE TO A STEEL GATE AT THE EAST SIDE OF BARN.  PASS THROUGH
 GJ0682'GATE AND GO NORTH 0.1 MILE TO A WIRE GATE.  PASS THROUGH WIRE
 GJ0682'GATE AND GO NORTHERLY, ACROSS COUNTRY, 0.5 MILE TO THE HIGHEST
 GJ0682'POINT AND STATION.
 GJ0682'
 GJ0682'STATION, STAMPED SHARON 1963, IS A STANDARD USC AND GS BRONZE DISK
 GJ0682'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 GJ0682'WITH THE GROUND.  IT IS 5.2 FEET NORTHEAST OF A STANDARD METAL
 GJ0682'WITNESS POST.
 GJ0682'
 GJ0682'R. M. NO. 1, STAMPED SHARON NO 1 1963 IS A STANDARD USC AND GS
 GJ0682'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GJ0682'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 7 FEET BELOW STATION
 GJ0682'ELEVATION.
 GJ0682'
 GJ0682'R. M. NO. 2, STAMPED SHARON NO 2 1963, IS A STANDARD USC AND GS
 GJ0682'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GJ0682'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 2.0 FEET BELOW STATION
 GJ0682'ELEVATION.
 GJ0682'
 GJ0682'AZIMUTH MARK, STAMPED SHARON 1963, IS A STANDARD USC AND GS BRONZE
 GJ0682'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 GJ0682'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS BENEATH POWER LINE
 GJ0682'116.7 FEET NORTH OF POWER POLE, 65.0 FEET WEST OF THE CENTERLINE
 GJ0682'OF STATE HIGHWAY 34, 3.4 FEET NORTH OF A STANDARD METAL WITNESS
 GJ0682'POST AND 1.0 FOOT EAST OF FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0933 ***********************************************************************
 FJ0933  DESIGNATION -  SHARP
 FJ0933  PID         -  FJ0933
 FJ0933  STATE/COUNTY-  OK/MCCLAIN
 FJ0933  COUNTRY     -  US
 FJ0933  USGS QUAD   -  PURCELL (2018)
 FJ0933
 FJ0933                         *CURRENT SURVEY CONTROL
 FJ0933  ______________________________________________________________________
 FJ0933* NAD 83(1993) POSITION- 35 01 26.13327(N) 097 21 37.13145(W)   ADJUSTED
 FJ0933* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 FJ0933  ______________________________________________________________________
 FJ0933  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 FJ0933  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 FJ0933  HORZ ORDER      -  SECOND
 FJ0933
 FJ0933.The horizontal coordinates were established by classical geodetic methods
 FJ0933.and adjusted by the National Geodetic Survey in November 1994.
 FJ0933
 FJ0933.The orthometric height was scaled from a topographic map.
 FJ0933
 FJ0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0933.GEOID18 height accuracy estimate available here.
 FJ0933
 FJ0933.Click photographs - Photos may exist for this station.
 FJ0933
 FJ0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0933
 FJ0933. The following values were computed from the NAD 83(1993) position.
 FJ0933
 FJ0933;                    North         East     Units Scale Factor Converg.
 FJ0933;SPC OK S     -   187,714.442   658,376.319   MT  0.99996531   +0 21 47.1
 FJ0933;SPC OK S     -   615,859.80  2,160,022.97   sFT  0.99996531   +0 21 47.1
 FJ0933;UTM  14      - 3,876,924.999   649,587.495   MT  0.99987578   +0 56 28.4
 FJ0933
 FJ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0933!SPC OK S     -   0.99995198  x   0.99996531  =   0.99991729
 FJ0933!UTM  14      -   0.99995198  x   0.99987578  =   0.99982777
 FJ0933
 FJ0933:                Primary Azimuth Mark                     Grid Az
 FJ0933:SPC OK S     -  SHARP AZ MK                              181 27 23.5
 FJ0933:UTM  14      -  SHARP AZ MK                              180 52 42.2
 FJ0933
 FJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4958776924(NAD 83)
 FJ0933
 FJ0933|---------------------------------------------------------------------|
 FJ0933| PID    Reference Object                     Distance      Geod. Az  |
 FJ0933|                                                           dddmmss.s |
 FJ0933| FJ0934 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 2.9 KM 1102939.5 |
 FJ0933| CL5381 SHARP RM 1                            8.172 METERS 17457     |
 FJ0933| CL5380 SHARP AZ MK                                        1814910.6 |
 FJ0933| CL5382 SHARP RM 2                            9.707 METERS 27806     |
 FJ0933| FJ0942 NOBLE MUNICIPAL TANK                APPROX.13.2 KM 3463008.4 |
 FJ0933|---------------------------------------------------------------------|
 FJ0933
 FJ0933                          SUPERSEDED SURVEY CONTROL
 FJ0933
 FJ0933  NAD 83(1986)-  35 01 26.13865(N)    097 21 37.11606(W) AD(       ) 2
 FJ0933  NAD 27      -  35 01 25.88273(N)    097 21 36.00913(W) AD(       ) 2
 FJ0933
 FJ0933.Superseded values are not recommended for survey control.
 FJ0933
 FJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0933.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0933
 FJ0933_MARKER: DS = TRIANGULATION STATION DISK
 FJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0933_STAMPING: SHARP 1957
 FJ0933_MARK LOGO: CGS
 FJ0933_PROJECTION: PROJECTING 8 CENTIMETERS
 FJ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0933+STABILITY: SURFACE MOTION
 FJ0933
 FJ0933  HISTORY     - Date     Condition        Report By
 FJ0933  HISTORY     - 1957     MONUMENTED       CGS
 FJ0933  HISTORY     - 1983     POOR             LOCENG
 FJ0933  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FJ0933
 FJ0933                          STATION DESCRIPTION
 FJ0933
 FJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0933'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF PURCELL,
 FJ0933'ON THE GROUNDS OF THE SHARP MEMORIAL PARK AND ON STATE OWNED
 FJ0933'LAND.
 FJ0933'
 FJ0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 FJ0933'AND STATE HIGHWAY 74 WHICH IS 1 BLOCK NORTH OF THE PURCELL
 FJ0933'BUSINESS DISTRICT, GO EAST ON U.S. HIGHWAY 77 AND WASHINGTON
 FJ0933'STREET FOR 0.1 MILE TO INTERSECTION WITH N THIRD STREET,
 FJ0933'TURN LEFT AND GO NORTH ON N THIRD STREET FOR 0.6 MILE TO
 FJ0933'THE MUNICIPAL WATER TANK ON THE LEFT, TURN RIGHT AND GO EAST
 FJ0933'FOR 0.05 MILE TO THE MONUMENT AND STATION ON HIGHEST POINT.
 FJ0933'
 FJ0933'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD
 FJ0933'DISKS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POSTS.
 FJ0933'
 FJ0933'STATION MARKS ARE STAMPED SHARP 1957.  THE SURFACE MARK PROJECTS
 FJ0933'3 INCHES.  IT IS 54 FEET WEST OF THE EAST EDGE OF THE HILL,
 FJ0933'31 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ROCK
 FJ0933'SHELTER AND 18 FEET NORTHEAST OF THE CENTERLINE OF THE CIRCULAR
 FJ0933'DRIVEWAY.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 FJ0933'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 FJ0933'
 FJ0933'REFERENCE MARK 1 IS SET FLUSH WITH THE GROUND AND IS STAMPED
 FJ0933'SHARP NO 1 1957.  IT IS 27 FEET WEST OF THE EAST EDGE OF THE
 FJ0933'HILL, 19 FEET EAST OF THE NORTHEAST CORNER OF THE ROCK SHELTER
 FJ0933'AND 11 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 FJ0933'
 FJ0933'REFERENCE MARK 2 PROJECTS 3 INCHES AND IS STAMPED SHARP NO
 FJ0933'2 1957.  IT IS 54 FEET EAST OF THE SOUTH END OF A ROCK WALL,
 FJ0933'27 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ROCK SHELTER
 FJ0933'AND 15 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY.
 FJ0933'
 FJ0933'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS STAMPED SHARP 1957.
 FJ0933'IT IS 143 FEET SOUTH OF THE CENTERLINE OF MONROE STREET,
 FJ0933'26 FEET EAST OF THE CENTERLINE OF SECOND STREET, 2 FEET
 FJ0933'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 FJ0933'TELEPHONE POLE.
 FJ0933'
 FJ0933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05 MILE
 FJ0933'TO WATER TANK, TURN LEFT AND GO SOUTH ON N THIRD STREET FOR
 FJ0933'0.3 MILE TO INTERSECTION WITH MONROE STREET, TURN LEFT AND
 FJ0933'GO EAST ON MONROE STREET FOR 1 BLOCK TO INTERSECTION WITH
 FJ0933'SECOND STREET, TURN RIGHT AND GO SOUTH ON SECOND STREET FOR
 FJ0933'143 FEET TO THE MARK ON THE LEFT AS DESCRIBED.
 FJ0933'
 FJ0933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ0933
 FJ0933                          STATION RECOVERY (1983)
 FJ0933
 FJ0933'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HM)
 FJ0933'SHARP 1957 RECOVERED POOR.  STATION WAS RECOVERED AND THE CAST IRON
 FJ0933'PLATE WAS MISSING ONLY.
 FJ0933'
 FJ0933'SHARP NO 1 RECOVERED POOR.  FOUND AT 30 DEG ANGLE.
 FJ0933'
 FJ0933'SHARP NO 2 RECOVERED GOOD.
 FJ0933'
 FJ0933'AZIMUTH MARK RECOVERED POOR.  FOUND AT 45 DEG ANGLE.
 FJ0933'
 FJ0933'TRI STA SHARP WAS USE.
 FJ0933
 FJ0933                          STATION RECOVERY (1997)
 FJ0933
 FJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0933'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0292 ***********************************************************************
 GJ0292  DESIGNATION -  SHATTUCK
 GJ0292  PID         -  GJ0292
 GJ0292  STATE/COUNTY-  OK/ELLIS
 GJ0292  COUNTRY     -  US
 GJ0292  USGS QUAD   -  SHATTUCK (2018)
 GJ0292
 GJ0292                         *CURRENT SURVEY CONTROL
 GJ0292  ______________________________________________________________________
 GJ0292* NAD 83(1986) POSITION- 36 16 37.54   (N) 099 52 54.32   (W)   HD_HELD1
 GJ0292* NAVD 88 ORTHO HEIGHT -   682.158 (meters)     2238.05  (feet) ADJUSTED
 GJ0292  ______________________________________________________________________
 GJ0292  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GJ0292  DYNAMIC HEIGHT  -        681.469 (meters)     2235.79  (feet) COMP
 GJ0292  MODELED GRAVITY -    979,600.8   (mgal)                       NAVD 88
 GJ0292
 GJ0292  VERT ORDER      -  FIRST     CLASS II
 GJ0292
 GJ0292.The horizontal coordinates were determined by differentially corrected
 GJ0292.hand held GPS observations or other comparable positioning techniques
 GJ0292.and have an estimated accuracy of +/- 3 meters.
 GJ0292
 GJ0292.The orthometric height was determined by differential leveling and
 GJ0292.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0292.in June 1991.
 GJ0292
 GJ0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0292.GEOID18 height accuracy estimate available here.
 GJ0292
 GJ0292.Click photographs - Photos may exist for this station.
 GJ0292
 GJ0292.The dynamic height is computed by dividing the NAVD 88
 GJ0292.geopotential number by the normal gravity value computed on the
 GJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0292.degrees latitude (g = 980.6199 gals.).
 GJ0292
 GJ0292.The modeled gravity was interpolated from observed gravity values.
 GJ0292
 GJ0292;                    North         East    Units  Estimated Accuracy
 GJ0292;SPC OK N     -   143,336.1     430,949.0     MT  (+/- 3 meters HH1 GPS) 
 GJ0292
 GJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2080715043(NAD 83)
 GJ0292
 GJ0292                          SUPERSEDED SURVEY CONTROL
 GJ0292
 GJ0292  NGVD 29 (??/??/92)  681.860  (m)         2237.07   (f) ADJ UNCH    1 2
 GJ0292
 GJ0292.Superseded values are not recommended for survey control.
 GJ0292
 GJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0292.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0292
 GJ0292_MARKER: DB = BENCH MARK DISK
 GJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0292_STAMPING: SHATTUCK 1934
 GJ0292_MARK LOGO: CGS
 GJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0292+STABILITY: SURFACE MOTION
 GJ0292
 GJ0292  HISTORY     - Date     Condition        Report By
 GJ0292  HISTORY     - 1934     MONUMENTED       CGS
 GJ0292  HISTORY     - 1966     GOOD
 GJ0292
 GJ0292                          STATION DESCRIPTION
 GJ0292
 GJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0292'AT SHATTUCK.
 GJ0292'IN THE SOUTHEAST CORNER OF THE ATCHISON TOPEKA AND SANTA FE
 GJ0292'RAILROAD PARK.  60 FEET WEST OF THE CENTERLINE OF MAIN STREET.
 GJ0292'36 FEET NORTH OF THE CENTERLINE OF GRAND AVENUE.  9 FEET NORTH
 GJ0292'OF THE SOUTH RAILING.  NOTE-- 65 FEET SOUTHWEST ALONG SOUTH
 GJ0292'RAIL OF ATSFRY.  PARK FROM THE CENTER LINE OF MAIN ST. AND
 GJ0292'8 FEET PERPENDICULAR TO OR NORTHWEST OF SOUTH RAILING OF PARK.
 GJ0292
 GJ0292                          STATION RECOVERY (1966)
 GJ0292
 GJ0292'RECOVERED 1966
 GJ0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0729 ***********************************************************************
 GJ0729  DESIGNATION -  SHATTUCK
 GJ0729  PID         -  GJ0729
 GJ0729  STATE/COUNTY-  OK/ELLIS
 GJ0729  COUNTRY     -  US
 GJ0729  USGS QUAD   -  SHATTUCK (2018)
 GJ0729
 GJ0729                         *CURRENT SURVEY CONTROL
 GJ0729  ______________________________________________________________________
 GJ0729* NAD 83(1993) POSITION- 36 15 41.69275(N) 099 52 39.88262(W)   ADJUSTED
 GJ0729* NAVD 88 ORTHO HEIGHT -   713.1   (meters)     2340.    (feet) VERTCON3
 GJ0729  ______________________________________________________________________
 GJ0729  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 GJ0729  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 GJ0729  HORZ ORDER      -  SECOND
 GJ0729  VERT ORDER      -  THIRD ? (See Below)
 GJ0729
 GJ0729.The horizontal coordinates were established by classical geodetic methods
 GJ0729.and adjusted by the National Geodetic Survey in November 1994.
 GJ0729
 GJ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0729
 GJ0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0729.GEOID18 height accuracy estimate available here.
 GJ0729
 GJ0729.The vertical order pertains to the NGVD 29 superseded value.
 GJ0729
 GJ0729.Click photographs - Photos may exist for this station.
 GJ0729
 GJ0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0729
 GJ0729. The following values were computed from the NAD 83(1993) position.
 GJ0729
 GJ0729;                    North         East     Units Scale Factor Converg.
 GJ0729;SPC OK N     -   141,608.138   431,275.958   MT  0.99994675   -1 06 29.3
 GJ0729;SPC OK N     -   464,592.70  1,414,944.54   sFT  0.99994675   -1 06 29.3
 GJ0729;UTM  14      - 4,013,319.520   421,152.058   MT  0.99967660   -0 31 09.1
 GJ0729
 GJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0729!SPC OK N     -   0.99989253  x   0.99994675  =   0.99983928
 GJ0729!UTM  14      -   0.99989253  x   0.99967660  =   0.99956916
 GJ0729
 GJ0729:                Primary Azimuth Mark                     Grid Az
 GJ0729:SPC OK N     -  SHATTUCK AZ MK                           213 35 53.7
 GJ0729:UTM  14      -  SHATTUCK AZ MK                           213 00 33.5
 GJ0729
 GJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2115213319(NAD 83)
 GJ0729
 GJ0729|---------------------------------------------------------------------|
 GJ0729| PID    Reference Object                     Distance      Geod. Az  |
 GJ0729|                                                           dddmmss.s |
 GJ0729| GJ0728 SHATTUCK GRAIN CO ELEVATOR          APPROX. 2.0 KM 0002538.4 |
 GJ0729| GJ0721 GAGE MUNICIPAL WATER TANK           APPROX.13.0 KM 0591438.0 |
 GJ0729| GJ0695 RNG GAGE RADIO GA                   APPROX.14.0 KM 0633203.9 |
 GJ0729| CL4064 SHATTUCK RM 1                        21.290 METERS 06849     |
 GJ0729| GJ0725 SHATTUCK KYLE MOORE TV MAST         APPROX. 0.5 KM 0735722.7 |
 GJ0729| CL4065 SHATTUCK RM 2                        20.482 METERS 15942     |
 GJ0729| CL4063 SHATTUCK AZ MK                                     2122924.4 |
 GJ0729| GJ0731 SHATTUCK ELMERS BUTANE CO MAST      APPROX. 2.5 KM 3501416.1 |
 GJ0729| GJ0730 VORTAC GAGE RADIO GAG               APPROX. 9.1 KM 3583944.3 |
 GJ0729|---------------------------------------------------------------------|
 GJ0729
 GJ0729                          SUPERSEDED SURVEY CONTROL
 GJ0729
 GJ0729  NAD 83(1986)-  36 15 41.69970(N)    099 52 39.87157(W) AD(       ) 2
 GJ0729  NAD 27      -  36 15 41.56007(N)    099 52 38.43335(W) AD(       ) 2
 GJ0729
 GJ0729.Superseded values are not recommended for survey control.
 GJ0729
 GJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0729.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0729
 GJ0729_MARKER: DS = TRIANGULATION STATION DISK
 GJ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0729_STAMPING: SHATTUCK 1963
 GJ0729_MARK LOGO: CGS
 GJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0729+STABILITY: SURFACE MOTION
 GJ0729
 GJ0729  HISTORY     - Date     Condition        Report By
 GJ0729  HISTORY     - 1963     MONUMENTED       CGS
 GJ0729
 GJ0729                          STATION DESCRIPTION
 GJ0729
 GJ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0729'THE STATION IS ON A SMALL KNOLL, ABOUT 1-1/4 MILES SOUTH OF SHATTUCK
 GJ0729'AND 1/4 MILE EAST OF U. S. HIGHWAY 283.
 GJ0729'
 GJ0729'TO REACH THE STATION FROM THE POST OFFICE IN SHATTUCK, GO SOUTH ON
 GJ0729'U. S. HIGHWAY 283 FOR 0.75 MILE TO A CROSSROAD AT THE SOUTHWEST
 GJ0729'CORNER OF A CEMETERY.  (TO REACH THE AZIMUTH MARK, CONTINUE SOUTH
 GJ0729'ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.) TURN LEFT
 GJ0729'AND GO EAST ON GRADED ROAD FOR 0.25 MILE TO THE TOP OF A GRADE
 GJ0729'AND THE STATION ON THE LEFT.
 GJ0729'
 GJ0729'STATION MARK IS A STANDARD DISK, STAMPED SHATTUCK 1963, SET IN THE
 GJ0729'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 GJ0729'189 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD, 71
 GJ0729'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD, 12 FEET
 GJ0729'EAST OF A WIRE FENCE AND 2.7 FEET EAST OF A WITNESS POST.  IT IS
 GJ0729'ABOUT 6 FEET HIGHER THAN THE NORTH-SOUTH ROAD.
 GJ0729'
 GJ0729'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHATTUCK NO 1 1963, SET
 GJ0729'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 GJ0729'IT IS 141 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 82
 GJ0729'FEET EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0729'
 GJ0729'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHATTUCK NO 2 1963, SET
 GJ0729'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GJ0729'IT IS 122 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 85
 GJ0729'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1 FOOT EAST
 GJ0729'OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0729'
 GJ0729'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHATTUCK 1963, SET IN THE
 GJ0729'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 GJ0729'77 FEET NORTH OF A TELEPHONE LINE POLE, 48 FEET WEST OF THE
 GJ0729'CENTERLINE OF U. S. HIGHWAY 283, 2.3 FEET SOUTH OF A WITNESS POST,
 GJ0729'1 FOOT NORTH OF A 4 INCH IRON PIPE, 8 FEET HIGH AND 1 FOOT EAST OF
 GJ0729'A WIRE FENCE.
 GJ0729'
 GJ0729'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0731 ***********************************************************************
 GJ0731  DESIGNATION -  SHATTUCK ELMERS BUTANE CO MAST
 GJ0731  PID         -  GJ0731
 GJ0731  STATE/COUNTY-  OK/ELLIS
 GJ0731  COUNTRY     -  US
 GJ0731  USGS QUAD   -  SHATTUCK (2018)
 GJ0731
 GJ0731                         *CURRENT SURVEY CONTROL
 GJ0731  ______________________________________________________________________
 GJ0731* NAD 83(1993) POSITION- 36 17 02.89951(N) 099 52 57.13968(W)   ADJUSTED
 GJ0731  ______________________________________________________________________
 GJ0731  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 GJ0731  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 GJ0731  HORZ ORDER      -  THIRD
 GJ0731
 GJ0731.The horizontal coordinates were established by classical geodetic methods
 GJ0731.and adjusted by the National Geodetic Survey in November 1994.
 GJ0731
 GJ0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0731.GEOID18 height accuracy estimate available here.
 GJ0731
 GJ0731.Click photographs - Photos may exist for this station.
 GJ0731
 GJ0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0731
 GJ0731. The following values were computed from the NAD 83(1993) position.
 GJ0731
 GJ0731;                    North         East     Units Scale Factor Converg.
 GJ0731;SPC OK N     -   144,118.941   430,893.812   MT  0.99994747   -1 06 39.5
 GJ0731;SPC OK N     -   472,830.23  1,413,690.78   sFT  0.99994747   -1 06 39.5
 GJ0731;UTM  14      - 4,015,825.586   420,744.239   MT  0.99967739   -0 31 20.3
 GJ0731
 GJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2074415825(NAD 83)
 GJ0731
 GJ0731                          SUPERSEDED SURVEY CONTROL
 GJ0731
 GJ0731  NAD 83(1986)-  36 17 02.90637(N)    099 52 57.12842(W) AD(       ) 3
 GJ0731  NAD 27      -  36 17 02.76745(N)    099 52 55.68860(W) AD(       ) 3
 GJ0731
 GJ0731.Superseded values are not recommended for survey control.
 GJ0731
 GJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0731.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0731
 GJ0731_MARKER: 42 = RADIO/TV MAST
 GJ0731
 GJ0731  HISTORY     - Date     Condition        Report By
 GJ0731  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0731
 GJ0731                          STATION DESCRIPTION
 GJ0731
 GJ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0731'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH MAST,
 GJ0731'LOCATED ABOUT 1 MILE NORTH OF SHATTUCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0728 ***********************************************************************
 GJ0728  DESIGNATION -  SHATTUCK GRAIN CO ELEVATOR
 GJ0728  PID         -  GJ0728
 GJ0728  STATE/COUNTY-  OK/ELLIS
 GJ0728  COUNTRY     -  US
 GJ0728  USGS QUAD   -  SHATTUCK (2018)
 GJ0728
 GJ0728                         *CURRENT SURVEY CONTROL
 GJ0728  ______________________________________________________________________
 GJ0728* NAD 83(1993) POSITION- 36 16 47.60827(N) 099 52 39.27541(W)   ADJUSTED
 GJ0728  ______________________________________________________________________
 GJ0728  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GJ0728  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 GJ0728  HORZ ORDER      -  THIRD
 GJ0728
 GJ0728.The horizontal coordinates were established by classical geodetic methods
 GJ0728.and adjusted by the National Geodetic Survey in November 1994.
 GJ0728
 GJ0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0728.GEOID18 height accuracy estimate available here.
 GJ0728
 GJ0728.Click photographs - Photos may exist for this station.
 GJ0728
 GJ0728.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0728
 GJ0728. The following values were computed from the NAD 83(1993) position.
 GJ0728
 GJ0728;                    North         East     Units Scale Factor Converg.
 GJ0728;SPC OK N     -   143,639.094   431,330.399   MT  0.99994733   -1 06 29.0
 GJ0728;SPC OK N     -   471,255.93  1,415,123.15   sFT  0.99994733   -1 06 29.0
 GJ0728;UTM  14      - 4,015,350.379   421,185.614   MT  0.99967653   -0 31 09.5
 GJ0728
 GJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2118515350(NAD 83)
 GJ0728
 GJ0728                          SUPERSEDED SURVEY CONTROL
 GJ0728
 GJ0728  NAD 83(1986)-  36 16 47.61529(N)    099 52 39.26417(W) AD(       ) 3
 GJ0728  NAD 27      -  36 16 47.48305(N)    099 52 37.82407(W) AD(       ) 3
 GJ0728
 GJ0728.Superseded values are not recommended for survey control.
 GJ0728
 GJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0728.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0728
 GJ0728_MARKER: 65 = GRAIN ELEVATOR
 GJ0728
 GJ0728  HISTORY     - Date     Condition        Report By
 GJ0728  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0728
 GJ0728                          STATION DESCRIPTION
 GJ0728
 GJ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0728'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE ON A 185 FOOT
 GJ0728'HIGH ELEVATOR, LOCATED ABOUT 1/2 MILE NORTHEAST OF THE CENTER OF
 GJ0728'TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0725 ***********************************************************************
 GJ0725  DESIGNATION -  SHATTUCK KYLE MOORE TV MAST
 GJ0725  PID         -  GJ0725
 GJ0725  STATE/COUNTY-  OK/ELLIS
 GJ0725  COUNTRY     -  US
 GJ0725  USGS QUAD   -  GAGE (2018)
 GJ0725
 GJ0725                         *CURRENT SURVEY CONTROL
 GJ0725  ______________________________________________________________________
 GJ0725* NAD 83(1993) POSITION- 36 15 46.25850(N) 099 52 20.27576(W)   ADJUSTED
 GJ0725  ______________________________________________________________________
 GJ0725  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 GJ0725  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 GJ0725  HORZ ORDER      -  THIRD
 GJ0725
 GJ0725.The horizontal coordinates were established by classical geodetic methods
 GJ0725.and adjusted by the National Geodetic Survey in November 1994.
 GJ0725
 GJ0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0725.GEOID18 height accuracy estimate available here.
 GJ0725
 GJ0725.Click photographs - Photos may exist for this station.
 GJ0725
 GJ0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0725
 GJ0725. The following values were computed from the NAD 83(1993) position.
 GJ0725
 GJ0725;                    North         East     Units Scale Factor Converg.
 GJ0725;SPC OK N     -   141,739.385   431,767.991   MT  0.99994679   -1 06 17.8
 GJ0725;SPC OK N     -   465,023.30  1,416,558.82   sFT  0.99994679   -1 06 17.8
 GJ0725;UTM  14      - 4,013,455.780   421,642.582   MT  0.99967565   -0 30 57.5
 GJ0725
 GJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2164213455(NAD 83)
 GJ0725
 GJ0725                          SUPERSEDED SURVEY CONTROL
 GJ0725
 GJ0725  NAD 83(1986)-  36 15 46.26543(N)    099 52 20.26418(W) AD(       ) 3
 GJ0725  NAD 27      -  36 15 46.12264(N)    099 52 18.84158(W) AD(       ) 3
 GJ0725
 GJ0725.Superseded values are not recommended for survey control.
 GJ0725
 GJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0725.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0725
 GJ0725_MARKER: 42 = RADIO/TV MAST
 GJ0725
 GJ0725  HISTORY     - Date     Condition        Report By
 GJ0725  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0725
 GJ0725                          STATION DESCRIPTION
 GJ0725
 GJ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0725'THE STATION IS THE CENTER OF THE TOP OF A 600 FOOT HIGH MAST, LOCATED
 GJ0725'ABOUT 1/2 MILE SOUTH OF THE CENTER OF TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0136 ***********************************************************************
 FJ0136  DESIGNATION -  SHAWNEE
 FJ0136  PID         -  FJ0136
 FJ0136  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0136  COUNTRY     -  US
 FJ0136  USGS QUAD   -  SHAWNEE (2018)
 FJ0136
 FJ0136                         *CURRENT SURVEY CONTROL
 FJ0136  ______________________________________________________________________
 FJ0136* NAD 83(1986) POSITION- 35 19 52.35   (N) 096 55 23.97   (W)   HD_HELD1
 FJ0136* NAVD 88 ORTHO HEIGHT -   321.713 (meters)     1055.49  (feet) ADJUSTED
 FJ0136  ______________________________________________________________________
 FJ0136  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 FJ0136  DYNAMIC HEIGHT  -        321.407 (meters)     1054.48  (feet) COMP
 FJ0136  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 FJ0136
 FJ0136  VERT ORDER      -  SECOND    CLASS 0
 FJ0136
 FJ0136.The horizontal coordinates were determined by differentially corrected
 FJ0136.hand held GPS observations or other comparable positioning techniques
 FJ0136.and have an estimated accuracy of +/- 3 meters.
 FJ0136
 FJ0136.The orthometric height was determined by differential leveling and
 FJ0136.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0136.in June 1991.
 FJ0136
 FJ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0136.GEOID18 height accuracy estimate available here.
 FJ0136
 FJ0136.Click photographs - Photos may exist for this station.
 FJ0136
 FJ0136.The dynamic height is computed by dividing the NAVD 88
 FJ0136.geopotential number by the normal gravity value computed on the
 FJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0136.degrees latitude (g = 980.6199 gals.).
 FJ0136
 FJ0136.The modeled gravity was interpolated from observed gravity values.
 FJ0136
 FJ0136;                    North         East    Units  Estimated Accuracy
 FJ0136;SPC OK S     -   222,142.3     697,890.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0136
 FJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8874711752(NAD 83)
 FJ0136
 FJ0136                          SUPERSEDED SURVEY CONTROL
 FJ0136
 FJ0136  NGVD 29 (??/??/92)  321.628  (m)         1055.21   (f) ADJ UNCH    2 0
 FJ0136
 FJ0136.Superseded values are not recommended for survey control.
 FJ0136
 FJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0136.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0136
 FJ0136_MARKER: DB = BENCH MARK DISK
 FJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0136_STAMPING: 1055.208 SHAWNEE 1934
 FJ0136_MARK LOGO: CGS
 FJ0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0136+STABILITY: SURFACE MOTION
 FJ0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0136+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 FJ0136
 FJ0136  HISTORY     - Date     Condition        Report By
 FJ0136  HISTORY     - 1934     MONUMENTED       CGS
 FJ0136  HISTORY     - 1934     GOOD             CGS
 FJ0136  HISTORY     - 1972     GOOD             NGS
 FJ0136  HISTORY     - 20000228 GOOD             OKDOT
 FJ0136  HISTORY     - 20020617 GOOD             INDIV
 FJ0136
 FJ0136                          STATION DESCRIPTION
 FJ0136
 FJ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0136'AT SHAWNEE.
 FJ0136'AT SHAWNEE, POTTAWATOMIE COUNTY, AT THE SOUTHEAST CORNER OF
 FJ0136'ELEVENTH STREET AND BROADWAY, AND ABOUT 30 FEET NORTHWEST OF THE
 FJ0136'ENTRANCE TO THE CITY LIBRARY.  A STANDARD DISK, STAMPED 1055.208
 FJ0136'SHAWNEE 1934 AND SET IN THE TOP OF A CONCRETE MONUMENT ABOUT
 FJ0136'1 FOOT SQUARE AND PROJECTING ABOUT 3 FEET ABOVE GROUND.
 FJ0136
 FJ0136                          STATION RECOVERY (1972)
 FJ0136
 FJ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FJ0136'RECOVERED IN GOOD CONDITION.
 FJ0136
 FJ0136                          STATION RECOVERY (2000)
 FJ0136
 FJ0136'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (RDB)
 FJ0136'AT SHAWNEE, POTTAWATOMIE COUNTY, AT THE SOUTHEAST CORNER OF ELEVENTH
 FJ0136'STREET AND BROADWAY, AND ABOUT 30 FT (9.1 M) NORTHWEST OF THE ENTRANCE
 FJ0136'TO THE, LAW LIBRARY.  UNSUITABLE FOR GPS OBSERVATIONS.
 FJ0136
 FJ0136                          STATION RECOVERY (2002)
 FJ0136
 FJ0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BGR)
 FJ0136'CARNEGIE PUBLIC LIBRARY HAS MOVED.  CITY LIBRARY AS NOTED IN THE 1934
 FJ0136'DESCRIPTION IS NOW THE POTTOWATOMIE COUNTY LAW LIBRARY / DISTRICT
 FJ0136'ATTORNEY'S OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1233 ***********************************************************************
 FJ1233  DESIGNATION -  SHAWNEE
 FJ1233  PID         -  FJ1233
 FJ1233  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1233  COUNTRY     -  US
 FJ1233  USGS QUAD   -  SHAWNEE (2018)
 FJ1233
 FJ1233                         *CURRENT SURVEY CONTROL
 FJ1233  ______________________________________________________________________
 FJ1233* NAD 83(1993) POSITION- 35 21 18.50433(N) 096 53 59.81942(W)   ADJUSTED
 FJ1233* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 FJ1233  ______________________________________________________________________
 FJ1233  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 FJ1233  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 FJ1233  HORZ ORDER      -  FIRST
 FJ1233
 FJ1233.The horizontal coordinates were established by classical geodetic methods
 FJ1233.and adjusted by the National Geodetic Survey in November 1994.
 FJ1233
 FJ1233.The orthometric height was scaled from a topographic map.
 FJ1233
 FJ1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1233.GEOID18 height accuracy estimate available here.
 FJ1233
 FJ1233.Click photographs - Photos may exist for this station.
 FJ1233
 FJ1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1233
 FJ1233. The following values were computed from the NAD 83(1993) position.
 FJ1233
 FJ1233;                    North         East     Units Scale Factor Converg.
 FJ1233;SPC OK S     -   224,820.286   699,986.408   MT  1.00002634   +0 37 27.9
 FJ1233;SPC OK S     -   737,597.89  2,296,538.74   sFT  1.00002634   +0 37 27.9
 FJ1233;UTM  14      - 3,914,451.932   690,815.633   MT  1.00004873   +1 12 56.0
 FJ1233
 FJ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1233!SPC OK S     -   0.99995089  x   1.00002634  =   0.99997723
 FJ1233!UTM  14      -   0.99995089  x   1.00004873  =   0.99999962
 FJ1233
 FJ1233:                Primary Azimuth Mark                     Grid Az
 FJ1233:SPC OK S     -  ST GREGORY COLLEGE TANK                  286 15 53.6
 FJ1233:UTM  14      -  ST GREGORY COLLEGE TANK                  285 40 25.5
 FJ1233
 FJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9081514451(NAD 83)
 FJ1233
 FJ1233|---------------------------------------------------------------------|
 FJ1233| PID    Reference Object                     Distance      Geod. Az  |
 FJ1233|                                                           dddmmss.s |
 FJ1233| CI2308 SHAWNEE RM 1                         22.205 METERS 10230     |
 FJ1233| CI2307 SHAWNEE AZ MK 2                                    1173318.1 |
 FJ1233| CI2306 SHAWNEE AZ MK                                      1174052.2 |
 FJ1233| FJ1228 EARLSBORO MUNICIPAL TANK            APPROX.12.7 KM 1355349.5 |
 FJ1233| FJ1234 SHAWNEE RADIO STA KGFF MAST         APPROX. 2.5 KM 1632011.8 |
 FJ1233| FJ1232 SHAWNEE NATURAL GAS MAST            APPROX. 3.6 KM 1713145.2 |
 FJ1233| FJ1247 SHAWNEE 2                            75.859 METERS 17700     |
 FJ1233| FJ1248 SHAWNEE 2 RM 4                       76.676 METERS 18525     |
 FJ1233| FJ1240 TECUMSEH MUNICIPAL TANK             APPROX.11.0 KM 1971621.0 |
 FJ1233| FJ1223 TECUMSEH GIRLS TOWN TANK            APPROX.12.5 KM 1984128.0 |
 FJ1233| CI2309 SHAWNEE RM 2                         24.351 METERS 23207     |
 FJ1233| FJ1241 SHAWNEE ST BENEDICT CATH CH         APPROX. 3.5 KM 2321006.7 |
 FJ1233| FJ1246 SHAWNEE MUNICIPAL TANK              APPROX. 2.5 KM 2675621.5 |
 FJ1233| FJ1237 AIRPORT BCN SHAWNEE AIRPORT         APPROX. 3.6 KM 2734646.8 |
 FJ1233| FJ1239 ST GREGORY COLLEGE FLAGSTAFF        APPROX. 5.1 KM 2853303.7 |
 FJ1233| FJ1238 ST GREGORY COLLEGE TANK             APPROX. 5.2 KM 2865321.5 |
 FJ1233| FJ1236 SHAWNEE MURPHY BOILER MAST          APPROX. 1.6 KM 3093748.3 |
 FJ1233| FJ1249 SHAWNEE TRANSOAK PLINE CO MAST      APPROX. 6.3 KM 3511309.7 |
 FJ1233|---------------------------------------------------------------------|
 FJ1233
 FJ1233                          SUPERSEDED SURVEY CONTROL
 FJ1233
 FJ1233  NAD 83(1986)-  35 21 18.50981(N)    096 53 59.80075(W) AD(       ) 1
 FJ1233  NAD 27      -  35 21 18.25391(N)    096 53 58.72076(W) AD(       ) 1
 FJ1233
 FJ1233.Superseded values are not recommended for survey control.
 FJ1233
 FJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1233.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1233
 FJ1233_MARKER: DS = TRIANGULATION STATION DISK
 FJ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1233_STAMPING: SHAWNEE 1935
 FJ1233_MARK LOGO: CGS
 FJ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1233+STABILITY: SURFACE MOTION
 FJ1233
 FJ1233  HISTORY     - Date     Condition        Report By
 FJ1233  HISTORY     - 1935     MONUMENTED       CGS
 FJ1233  HISTORY     - 1954     GOOD             CGS
 FJ1233  HISTORY     - 1957     GOOD             CGS
 FJ1233  HISTORY     - 1968     GOOD             OKDH
 FJ1233  HISTORY     - 1969     GOOD             CGS
 FJ1233  HISTORY     - 1970     GOOD             NGS
 FJ1233  HISTORY     - 1979     GOOD             NGS
 FJ1233
 FJ1233                          STATION DESCRIPTION
 FJ1233
 FJ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1233'STATION IS IN THE NORTHEAST QUARTER OF SECTION 8, T. 10 N.,
 FJ1233'R. 5 E., ABOUT 250 FEET NORTH AND 850 FEET EAST OF THE CENTER
 FJ1233'LINE OF SECTION 8, ON A FLAT TOP HILL ABOUT 1-1/2 MILES
 FJ1233'NORTHEAST OF SHAWNEE.
 FJ1233'
 FJ1233'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 270 AND STATE
 FJ1233'HIGHWAY 18 IN THE NORTHEAST PART OF SHAWNEE BY GOING NORTH
 FJ1233'ON STATE HIGHWAY 18 FOR 1.0 MILE, TURN RIGHT ONTO GRADED ROAD
 FJ1233'AND GO 0.65 MILE EAST, TURN LEFT AND GO 0.45 MILE TO ROAD
 FJ1233'END, TURN RIGHT AND GO 0.05 MILE TO FARMHOUSE, PASS EAST
 FJ1233'OF BARN AND THROUGH GATE IN EAST-WEST FENCE, GO 350 FEET
 FJ1233'NORTH TO TOP OF FLAT HILL AND MARK.  MARK PROJECTS 12 INCHES.
 FJ1233'
 FJ1233'AZIMUTH MARK IS 1.0 MILE EAST-SOUTHEAST OF STATION.  REACHED
 FJ1233'FROM STATION BY GOING SOUTH TO DRIVEWAY IN FRONT OF HOUSE,
 FJ1233'TURN RIGHT AND GO 0.05 MILE TO ROAD, TURN LEFT AND GO 0.45
 FJ1233'MILE SOUTH, TURN LEFT AND GO 1.1 MILES EAST TO MARK ON RIGHT
 FJ1233'IN RIGHT-OF-WAY FENCE, 30 FEET SOUTH OF CENTER LINE OF ROAD.
 FJ1233'MARK PROJECTS 6 INCHES.
 FJ1233'
 FJ1233'REFERENCE MARK NO. 1 IS EAST OF STATION.  REFERENCE MARK NO. 2
 FJ1233'IS SOUTHWEST OF STATION.  BOTH PROJECT 8 INCHES.
 FJ1233'
 FJ1233'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1233'AS DESCRIBED.
 FJ1233'
 FJ1233'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FJ1233
 FJ1233                          STATION RECOVERY (1954)
 FJ1233
 FJ1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 FJ1233'THE REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.
 FJ1233'THE STATION MARK WAS RECOVERED AS DESCRIBED BUT THE MONUMENT
 FJ1233'WAS FOUND SLIGHTLY TILTED TOWARDS THE NORTH (ABOUT 1 INCH)
 FJ1233'FROM BEING HIT BY A HEAVY PIECE OF MACHINERY, PROBABLY A
 FJ1233'BULLDOZER.  THE DIRT WAS PARTLY REMOVED FROM THE SOUTH SIDE
 FJ1233'AND THE MONUMENT PUSHED BACK TO A POSITION WHERE THE DISTANCES
 FJ1233'TO THE REFERENCE MARKS CHECKED.  NO ADDITIONALLY WORK WAS
 FJ1233'ATTEMPTED BY THIS PARTY.
 FJ1233
 FJ1233                          STATION RECOVERY (1957)
 FJ1233
 FJ1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1233'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL THE
 FJ1233'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE LAND IS NOW
 FJ1233'OWNED BY RAY ELLIS.  ADDITIONAL MEASUREMENTS WERE MADE TO
 FJ1233'THE STATION AND THE REFERENCE MARKS, AS FOLLOWS- THE STATION
 FJ1233'MARK IS 396 FEET NORTHEAST OF A IRON GATE POST, 249 FEET
 FJ1233'NORTH OF AN EAST-WEST FENCE LINE AND 64 FEET EAST OF A POWERLINE
 FJ1233'POLE HAVING A SMALL ANTENNA AT THE TOP.  A WHITE WITNESS POST
 FJ1233'WAS SET 2 FEET NORTH OF THE MARK.  REFERENCE MARK 1 IS 215
 FJ1233'FEET NORTH OF THE EAST-WEST FENCE AND 136.9 FEET EAST OF THE
 FJ1233'POWERLINE POLE.  REFERENCE MARK 2 IS 317 FEET NORTHEAST OF
 FJ1233'THE GATE POST, 205 FEET NORTH OF THE EAST-WEST FENCE LINE
 FJ1233'AND 61.6 FEET SOUTH OF THE POWERLINE POLE.
 FJ1233'
 FJ1233'THE AZIMUTH MARK IS 126 FEET WEST OF A POWERLINE POLE, 111 FEET
 FJ1233'SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 34 FEET SOUTH OF
 FJ1233'THE CENTER OF A GRAVELED ROAD, 93 FEET SOUTHWEST OF A LAMP
 FJ1233'POST AT THE ENTRANCE TO THE BILLY STEWART FARM HOUSE.  A WHITE
 FJ1233'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 FJ1233
 FJ1233                          STATION RECOVERY (1968)
 FJ1233
 FJ1233'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1233'SHAWNEE 1935, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1233'
 FJ1233'SHAWNEE NO. 1 1935, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1233'
 FJ1233'SHAWNEE NO. 2 1935, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1233'
 FJ1233'SHAWNEE 1935, AZIMUTH MARK DESTROYED.
 FJ1233'
 FJ1233'AZIMUTH MARK FOUND LAYING ON TOP OF THE SURFACE.
 FJ1233
 FJ1233                          STATION RECOVERY (1969)
 FJ1233
 FJ1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1233'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FJ1233'AS DESCRIBED.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 FJ1233'
 FJ1233'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 FJ1233'
 FJ1233'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 270 AND
 FJ1233'STATE HIGHWAY 18 (E. HIGHLAND ST. AND N. HARRISON ST.) GO NORTH ON
 FJ1233'HIGHWAY 18 (HARRISON) FOR 1.0 MILE TO INDEPENDENCE ST.  TURN RIGHT
 FJ1233'(EAST) AND PROCEED 0.65 MILE TO CLEVELAND ST.  TURN LEFT (NORTH)
 FJ1233'AND PROCEED 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT (EAST) AND
 FJ1233'PROCEED 0.05 MILE TO TRACK ROAD LEFT.  TURN LEFT (NORTH) AND FOLLOW
 FJ1233'TRACK ROAD NORTH WESTERLY FOR 0.2 MILE TO A WIRE GATE.  PASS
 FJ1233'THROUGH GATE AND HEAD NORTH-EAST FOR 350 FEET TO STATION AT TOP OF
 FJ1233'FLAT HILL.
 FJ1233
 FJ1233                          STATION RECOVERY (1970)
 FJ1233
 FJ1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1233'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 FJ1233'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 FJ1233'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE DIRECTION
 FJ1233'BETWEEN THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE
 FJ1233'MARK NO. 1 FAILED TO CHECK BY 0.10 FEET.  THE DISTANCE TO
 FJ1233'REFERENCE MARK NO. 2 CHECKED.
 FJ1233'
 FJ1233'A NEW AZIMUTH MARK WAS SET.
 FJ1233'
 FJ1233'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE AZIMUTH
 FJ1233'MARK.
 FJ1233'
 FJ1233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3
 FJ1233'AND 18 AT THE NORTHEAST SIDE OF SHAWNEE, GO NORTH ON STATE
 FJ1233'HIGHWAY 18 FOR 1.0 MILE TO A CROSS STREET (E. INDEPENDENCE).
 FJ1233'TURN RIGHT AND GO EAST ON E. INDEPENDENCE STREET FOR 0.65
 FJ1233'MILE TO A SIDE ROAD ON THE LEFT.  (N. CLEVELAND).  (CONTINUE
 FJ1233'EAST ON E. INDEPENDENCE STREET FOR 1.1 MILES TO A DRIVEWAY
 FJ1233'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT).  TURN LEFT
 FJ1233'AND GO NORTH ON N. CLEVELAND STREET FOR 0.35 MILE TO A
 FJ1233'T-INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 FJ1233'FOR 0.1 MILE TO A FIELD APPROACH AND A NORTH-SOUTH FENCE.
 FJ1233'TURN LEFT AND GO NORTH FOR 0.2 MILE TO THE TOP OF HILL AND
 FJ1233'THE STATION.
 FJ1233'
 FJ1233'AZIMUTH MARK, A STANDARD DISK STAMPED SHAWNEE 1935 AZI. 1970,
 FJ1233'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 FJ1233'IT IS 77 FEET SOUTH-SOUTHWEST OF THE WEST LAMP POST AT A
 FJ1233'DRIVEWAY, 29 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 FJ1233'3.5 FEET NORTH OF A FENCE, AND 3 FEET NORTH OF A METAL WITNESS
 FJ1233'POST.
 FJ1233'
 FJ1233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 FJ1233'MILES NE OF SHAWNEE.
 FJ1233
 FJ1233                          STATION RECOVERY (1979)
 FJ1233
 FJ1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FJ1233'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED AND
 FJ1233'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN
 FJ1233'DESTROYED.
 FJ1233'
 FJ1233'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FJ1233'
 FJ1233'REQUESTED BY THE PROPERTY OWNER, THAT THE STATION BE MOVED TO A NEW
 FJ1233'LOCATION, BUILDING CONSTRUCTION.
 FJ1233'
 FJ1233'SHAWNEE 2 WAS ESTABLISHED AND TRAVERSE TIE MADE BETWEEN THE TWO
 FJ1233'STATION.
 FJ1233'
 FJ1233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SHAWNEE NE EDGE OF
 FJ1233'TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1247 ***********************************************************************
 FJ1247  DESIGNATION -  SHAWNEE 2
 FJ1247  PID         -  FJ1247
 FJ1247  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1247  COUNTRY     -  US
 FJ1247  USGS QUAD   -  SHAWNEE (2018)
 FJ1247
 FJ1247                         *CURRENT SURVEY CONTROL
 FJ1247  ______________________________________________________________________
 FJ1247* NAD 83(1993) POSITION- 35 21 16.04624(N) 096 53 59.66210(W)   NO CHECK
 FJ1247* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 FJ1247  ______________________________________________________________________
 FJ1247  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 FJ1247  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 FJ1247  HORZ ORDER      -  SECOND
 FJ1247
 FJ1247.The horizontal coordinates were established by classical geodetic methods
 FJ1247.and adjusted by the National Geodetic Survey in November 1994.
 FJ1247
 FJ1247.No horizontal observational check was made to the station.
 FJ1247
 FJ1247.The orthometric height was scaled from a topographic map.
 FJ1247
 FJ1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1247.GEOID18 height accuracy estimate available here.
 FJ1247
 FJ1247.Click photographs - Photos may exist for this station.
 FJ1247
 FJ1247.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1247
 FJ1247. The following values were computed from the NAD 83(1993) position.
 FJ1247
 FJ1247;                    North         East     Units Scale Factor Converg.
 FJ1247;SPC OK S     -   224,744.577   699,991.206   MT  1.00002618   +0 37 28.0
 FJ1247;SPC OK S     -   737,349.50  2,296,554.48   sFT  1.00002618   +0 37 28.0
 FJ1247;UTM  14      - 3,914,376.274   690,821.211   MT  1.00004875   +1 12 56.0
 FJ1247
 FJ1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1247!SPC OK S     -   0.99995120  x   1.00002618  =   0.99997738
 FJ1247!UTM  14      -   0.99995120  x   1.00004875  =   0.99999995
 FJ1247
 FJ1247:                Primary Azimuth Mark                     Grid Az
 FJ1247:SPC OK S     -  ST GREGORY COLLEGE TANK                  287 03 14.7
 FJ1247:UTM  14      -  ST GREGORY COLLEGE TANK                  286 27 46.7
 FJ1247
 FJ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9082114376(NAD 83)
 FJ1247
 FJ1247|---------------------------------------------------------------------|
 FJ1247| PID    Reference Object                     Distance      Geod. Az  |
 FJ1247|                                                           dddmmss.s |
 FJ1247| CI2310 SHAWNEE 2 RM 3                       10.325 METERS 09203     |
 FJ1247| FJ1248 SHAWNEE 2 RM 4                       11.219 METERS 26703     |
 FJ1247| FJ1246 SHAWNEE MUNICIPAL TANK              APPROX. 2.5 KM 2693904.5 |
 FJ1247| FJ1238 ST GREGORY COLLEGE TANK             APPROX. 5.2 KM 2874042.7 |
 FJ1247| FJ1233 SHAWNEE                              75.859 METERS 35700     |
 FJ1247|---------------------------------------------------------------------|
 FJ1247
 FJ1247                          SUPERSEDED SURVEY CONTROL
 FJ1247
 FJ1247  NAD 83(1986)-  35 21 16.05174(N)    096 53 59.64343(W) AD(       ) 2
 FJ1247  NAD 27      -  35 21 15.79577(N)    096 53 58.56350(W) AD(       ) 2
 FJ1247
 FJ1247.Superseded values are not recommended for survey control.
 FJ1247
 FJ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1247.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1247
 FJ1247_MARKER: DH = HORIZONTAL CONTROL DISK
 FJ1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1247_STAMPING: SHAWNEE 2 1979
 FJ1247_MARK LOGO: NGS
 FJ1247_PROJECTION: FLUSH
 FJ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1247+STABILITY: SURFACE MOTION
 FJ1247
 FJ1247  HISTORY     - Date     Condition        Report By
 FJ1247  HISTORY     - 1979     MONUMENTED       NGS
 FJ1247
 FJ1247                          STATION DESCRIPTION
 FJ1247
 FJ1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FJ1247'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF SHAWNEE, ON THE
 FJ1247'HIGHEST POINT IN THE AREA.
 FJ1247'
 FJ1247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 6 AND 18,
 FJ1247'WHICH IS LOCATED IN THE NORTH EDGE OF SHAWNEE.  GO SOUTH ON STATE
 FJ1247'HIGHWAYS 6 AND 18 FOR 0.7 MILE TO E. CAMMACK STREET ON THE LEFT.
 FJ1247'TURN LEFT AND GO EAST ON E. CAMMACK STREET FOR 0.25 MILE TO THE
 FJ1247'INTERSECTION OF CENTER STREET.  TURN LEFT AND GO NORTH ON NORTH
 FJ1247'CENTER STREET FOR 0.05 MILE TO THE INTERSECTION OF E. BRADLEY
 FJ1247'ST.  ON THE RIGHT.  TURN RIGHT AND GO EAST ON E. BRADLEY ST., FOR
 FJ1247'0.6 MILE TO THE INTERSECTION OF KATIE ST. ON THE LEFT.  TURN
 FJ1247'LEFT AND GO NORTH ON KATIE ST. FOR 0.1 MILE TO A ROAD ON THE LEFT,
 FJ1247'TURN LEFT AND GO WEST FOR 0.15 MILE TO STATION ON THE LEFT.
 FJ1247'
 FJ1247'STATION MARKS ARE STANDARD DISKS, STAMPED SHAWNEE 2 1979.  THE
 FJ1247'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS
 FJ1247'FLUSH WITH THE GROUND.  IT IS 37 FEET WEST OF THE NORTHWEST CORNER OF
 FJ1247'A CHAIN LINK FENCE, 28.6 FEET WEST OF A BURIED TELEPHONE CABLE
 FJ1247'OUT-LET BOX, 23.6 FEET WEST OF A HI-LINE POLE, 2.6 FEET NORTH
 FJ1247'OF THE FENCE LINE AND 2.6 FEET NORTH OF A METAL WITNESS POST.
 FJ1247'
 FJ1247'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FJ1247'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED SHAWNEE
 FJ1247'2 NO 3 1979.  IT IS 11 FEET EAST OF A HIGH LINE POLE, 6.8 FEET
 FJ1247'NORTHEAST OF A BURIED TELEPHONE CABLE OUT-LET BOX, 3 FEET
 FJ1247'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE,
 FJ1247'1-FOOT NORTH OF THE FENCE LINE AND 1.4 FEET WEST OF A METAL WITNESS
 FJ1247'POST.
 FJ1247'
 FJ1247'THE STATION SUB-SURFACE MARK, IS SET IN IRREGULAR MASS OF CONCRETE,
 FJ1247'ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND AND AN IRON PLUG WAS
 FJ1247'PLACED IN THE CONCRETE.
 FJ1247'
 FJ1247'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FJ1247'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED SHAWNEE
 FJ1247'2 1979.  IT IS 65 FEET WEST OF A HIGH LINE POLE, 60 FEET WEST OF A
 FJ1247'BURIED TELEPHONE CABLE OUT-LET BOX, 74 FEET WEST OF THE NORTHWEST
 FJ1247'CORNER OF CHAIN LINK FENCE, 1-FOOT NORTH OF THE FENCE LINE AND 2
 FJ1247'FEET EAST OF A METAL WITNESS POST.
 FJ1247'
 FJ1247'NEAREST TOWN--SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1248 ***********************************************************************
 FJ1248  DESIGNATION -  SHAWNEE 2 RM 4
 FJ1248  PID         -  FJ1248
 FJ1248  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1248  COUNTRY     -  US
 FJ1248  USGS QUAD   -  SHAWNEE (2018)
 FJ1248
 FJ1248                         *CURRENT SURVEY CONTROL
 FJ1248  ______________________________________________________________________
 FJ1248* NAD 83(1993) POSITION- 35 21 16.02746(N) 096 54 00.10585(W)   ADJUSTED
 FJ1248* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 FJ1248  ______________________________________________________________________
 FJ1248  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 FJ1248  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 FJ1248  HORZ ORDER      -  THIRD
 FJ1248
 FJ1248.The horizontal coordinates were established by classical geodetic methods
 FJ1248.and adjusted by the National Geodetic Survey in November 1994.
 FJ1248
 FJ1248.The orthometric height was scaled from a topographic map.
 FJ1248
 FJ1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1248.GEOID18 height accuracy estimate available here.
 FJ1248
 FJ1248.Click photographs - Photos may exist for this station.
 FJ1248
 FJ1248.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1248
 FJ1248. The following values were computed from the NAD 83(1993) position.
 FJ1248
 FJ1248;                    North         East     Units Scale Factor Converg.
 FJ1248;SPC OK S     -   224,743.876   699,980.009   MT  1.00002618   +0 37 27.7
 FJ1248;SPC OK S     -   737,347.20  2,296,517.75   sFT  1.00002618   +0 37 27.7
 FJ1248;UTM  14      - 3,914,375.458   690,810.022   MT  1.00004870   +1 12 55.7
 FJ1248
 FJ1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1248!SPC OK S     -   0.99995120  x   1.00002618  =   0.99997738
 FJ1248!UTM  14      -   0.99995120  x   1.00004870  =   0.99999990
 FJ1248
 FJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9081014375(NAD 83)
 FJ1248
 FJ1248                          SUPERSEDED SURVEY CONTROL
 FJ1248
 FJ1248  NAD 83(1986)-  35 21 16.03296(N)    096 54 00.08722(W) AD(       ) 3
 FJ1248  NAD 27      -  35 21 15.77698(N)    096 53 59.00723(W) AD(       ) 3
 FJ1248
 FJ1248.Superseded values are not recommended for survey control.
 FJ1248
 FJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1248.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1248
 FJ1248_MARKER: DR = REFERENCE MARK DISK
 FJ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1248_STAMPING: SHAWNEE 2 NO 4 1979
 FJ1248_MARK LOGO: NGS
 FJ1248_PROJECTION: FLUSH
 FJ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1248+STABILITY: SURFACE MOTION
 FJ1248
 FJ1248  HISTORY     - Date     Condition        Report By
 FJ1248  HISTORY     - 1979     MONUMENTED       NGS
 FJ1248
 FJ1248                          STATION DESCRIPTION
 FJ1248
 FJ1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FJ1248'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF SHAWNEE, ON THE
 FJ1248'HIGHEST POINT IN THE AREA.
 FJ1248'
 FJ1248'TO REACH THE STATION SHAWNEE 2 FROM THE JUNCTION OF STATE HIGHWAYS 6
 FJ1248'AND 18, WHICH IS LOCATED IN THE NORTH EDGE OF SHAWNEE.  GO SOUTH ON
 FJ1248'STATE HIGHWAYS 6 AND 18 FOR 0.7 MILE TO E. CAMMACK STREET ON THE LEFT.
 FJ1248'TURN LEFT AND GO EAST ON E. CAMMACK STREET FOR 0.25 MILE TO THE
 FJ1248'INTERSECTION OF CENTER STREET.  TURN LEFT AND GO NORTH ON NORTH
 FJ1248'CENTER STREET FOR 0.05 MILE TO THE INTERSECTION OF E. BRADLEY
 FJ1248'ST. ON THE RIGHT.  TURN RIGHT AND GO EAST ON E. BRADLEY ST., FOR
 FJ1248'0.6 MILE TO THE INTERSECTION OF KATIE ST. ON THE LEFT.  TURN
 FJ1248'LEFT AND GO NORTH ON KATIE ST. FOR 0.1 MILE TO A ROAD ON THE LEFT,
 FJ1248'TURN LEFT AND GO WEST FOR 0.15 MILE TO STATION ON THE LEFT.
 FJ1248'
 FJ1248'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A
 FJ1248'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FJ1248'SHAWNEE 2 1979.  IT IS 65 FEET WEST OF A HIGH LINE POLE, 60 FEET
 FJ1248'WEST OF A BURIED TELEPHONE CABLE OUT-LET BOX, 74 FEET WEST OF THE
 FJ1248'NORTHWEST CORNER OF CHAIN LINK FENCE, 1-FOOT NORTH OF THE FENCE
 FJ1248'LINE AND 2 FEET EAST OF A METAL WITNESS POST.
 FJ1248'
 FJ1248'NEAREST TOWN--SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1244 ***********************************************************************
 FJ1244  DESIGNATION -  SHAWNEE AIRPORT
 FJ1244  PID         -  FJ1244
 FJ1244  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1244  COUNTRY     -  US
 FJ1244  USGS QUAD   -  SHAWNEE (2018)
 FJ1244
 FJ1244                         *CURRENT SURVEY CONTROL
 FJ1244  ______________________________________________________________________
 FJ1244* NAD 83(1993) POSITION- 35 20 50.32941(N) 096 56 19.23544(W)   ADJUSTED
 FJ1244* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 FJ1244  ______________________________________________________________________
 FJ1244  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 FJ1244  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 FJ1244  HORZ ORDER      -  THIRD
 FJ1244
 FJ1244.This mark is at Shawnee Airport (SNL)
 FJ1244
 FJ1244.The horizontal coordinates were established by classical geodetic methods
 FJ1244.and adjusted by the National Geodetic Survey in November 1994.
 FJ1244
 FJ1244.The orthometric height was scaled from a topographic map.
 FJ1244
 FJ1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1244.GEOID18 height accuracy estimate available here.
 FJ1244
 FJ1244.Click photographs - Photos may exist for this station.
 FJ1244
 FJ1244.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1244
 FJ1244. The following values were computed from the NAD 83(1993) position.
 FJ1244
 FJ1244;                    North         East     Units Scale Factor Converg.
 FJ1244;SPC OK S     -   223,914.315   696,475.703   MT  1.00002451   +0 36 08.7
 FJ1244;SPC OK S     -   734,625.55  2,285,020.70   sFT  1.00002451   +0 36 08.7
 FJ1244;UTM  14      - 3,913,509.794   687,314.402   MT  1.00003241   +1 11 34.4
 FJ1244
 FJ1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1244!SPC OK S     -   0.99995229  x   1.00002451  =   0.99997680
 FJ1244!UTM  14      -   0.99995229  x   1.00003241  =   0.99998470
 FJ1244
 FJ1244:                Primary Azimuth Mark                     Grid Az
 FJ1244:SPC OK S     -  SHAWNEE AIRPORT AZ MK                    069 18 28.9
 FJ1244:UTM  14      -  SHAWNEE AIRPORT AZ MK                    068 43 03.2
 FJ1244
 FJ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8731413509(NAD 83)
 FJ1244
 FJ1244|---------------------------------------------------------------------|
 FJ1244| PID    Reference Object                     Distance      Geod. Az  |
 FJ1244|                                                           dddmmss.s |
 FJ1244| FJ1246 SHAWNEE MUNICIPAL TANK              APPROX. 1.3 KM 0514430.7 |
 FJ1244| CI2311 SHAWNEE AIRPORT AZ MK                              0695437.6 |
 FJ1244| CI2312 SHAWNEE AIRPORT RM 1                 11.116 METERS 09421     |
 FJ1244| FJ1241 SHAWNEE ST BENEDICT CATH CH         APPROX. 1.5 KM 1481714.5 |
 FJ1244| CI2313 SHAWNEE AIRPORT RM 2                 20.585 METERS 17237     |
 FJ1244| FJ1237 AIRPORT BCN SHAWNEE AIRPORT         APPROX. 1.1 KM 3561920.5 |
 FJ1244|---------------------------------------------------------------------|
 FJ1244
 FJ1244                          SUPERSEDED SURVEY CONTROL
 FJ1244
 FJ1244  NAD 83(1986)-  35 20 50.33470(N)    096 56 19.21723(W) AD(       ) 3
 FJ1244  NAD 27      -  35 20 50.08284(N)    096 56 18.13401(W) AD(       ) 3
 FJ1244
 FJ1244.Superseded values are not recommended for survey control.
 FJ1244
 FJ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1244.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1244
 FJ1244_MARKER: DS = TRIANGULATION STATION DISK
 FJ1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1244_STAMPING: SHAWNEE AIRPORT 1957 1967
 FJ1244_MARK LOGO: CGS
 FJ1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1244+STABILITY: SURFACE MOTION
 FJ1244
 FJ1244  HISTORY     - Date     Condition        Report By
 FJ1244  HISTORY     - 1957     MONUMENTED       CGS
 FJ1244  HISTORY     - 1965     POOR             USGS
 FJ1244  HISTORY     - 1967     POOR             CGS
 FJ1244  HISTORY     - 1972     GOOD             NGS
 FJ1244  HISTORY     - 1980     GOOD             NGS
 FJ1244  HISTORY     - 20000228 GOOD             OKDOT
 FJ1244
 FJ1244                          STATION DESCRIPTION
 FJ1244
 FJ1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1244'STATION IS ABOUT 1-1/2 MILES NORTHWEST OF THE CENTER OF SHAWNEE,
 FJ1244'ABOUT 0.05 MILE WEST OF THE HIGHEST PART OF A LOW, BUT PROMINENT,
 FJ1244'RIDGE, IN THE SOUTH EDGE OF THE SHAWNEE MUNICIPAL AIRPORT
 FJ1244'GROUNDS, IN THE SOUTH CENTRAL PART OF SECTION 12, T 10 N,
 FJ1244'R 3 E.
 FJ1244'
 FJ1244'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1244'HIGHWAY 18, AT THE INTERSECTION OF NORTH BEARD AND HIGHLAND
 FJ1244'STREETS, IN SHAWNEE, BY GOING WEST, THEN NORTH ON HIGHWAY
 FJ1244'270 FOR 1.2 MILES TO THE INTERSECTION OF KICKAPOO STREET
 FJ1244'AND WEST INDEPENDENCE AVE., (TO REACH THE AZIMUTH MARK FROM
 FJ1244'HERE CONTINUE NORTH ON HIGHWAY 270 FOR 0.2 MILE TO STORE
 FJ1244'BUILDING ON THE RIGHT AND AZIMUTH MARK), TURN LEFT, WEST,
 FJ1244'AND FOLLOW GRADED ROAD 0.4 MILE TO STATION ON THE RIGHT.
 FJ1244'
 FJ1244'STATION MARKS ARE STANDARD DISKS, STAMPED SHAWNEE AIRPORT
 FJ1244'1957.  THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ1244'CONCRETE POST PROJECTING 4 INCHES.  IT IS 44 FEET NORTHEAST OF
 FJ1244'OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD AND
 FJ1244'A GRADED ROAD LEADING SOUTH, 39 FEET NORTH OF THE CENTER
 FJ1244'OF AN EAST-WEST ROAD, 8 FEET NORTHWEST OF A POWERLINE GUYPOLE
 FJ1244'AND 4 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE
 FJ1244'POST WAS SET 5 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK
 FJ1244'WAS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 FJ1244'GROUND SURFACE.
 FJ1244'
 FJ1244'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHAWNEE AIRPORT
 FJ1244'NO 1 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1244'POST PROJECTING 4 INCHES.  IT IS 36 FEET NORTH OF THE CENTER
 FJ1244'OF THE ROAD, 66 FEET NORTHEAST OF THE INTERSECTION, 31 FEET
 FJ1244'EAST OF THE GUYPOLE AND 1 FOOT NORTH OF THE FENCE.
 FJ1244'
 FJ1244'REFERENCE MARK 2 IS A STANDARD DISKS, STAMPED SHAWNEE AIRPORT
 FJ1244'NO 2 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1244'POST PROJECTING 3 INCHES.  IT IS 29 FEET SOUTH OF THE CENTER
 FJ1244'OF THE EAST-WEST ROAD, 29 FEET EAST OF THE CENTER OF THE
 FJ1244'ROAD LEADING SOUTH, 3 FEET EAST OF A POWERLINE POLE AND 2
 FJ1244'FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.
 FJ1244'
 FJ1244'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHAWNEE AIRPORT
 FJ1244'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1244'PROJECTING 6 INCHES.  IT IF 172 FEET EAST OF THE CENTER OF
 FJ1244'U.S. HIGHWAY 270, 37 FEET NORTH OF THE NORTHEAST CORNER OF
 FJ1244'A STORE BUILDING, 13 FEET NORTH-NORTHWEST OF A POWERLINE
 FJ1244'POLE, AND 12 FEET WEST OF THE CENTER OF AN ALLEY.  A WHITE
 FJ1244'POST WAS SET 2 FEET EAST OF THE MARK.
 FJ1244
 FJ1244                          STATION RECOVERY (1965)
 FJ1244
 FJ1244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ1244'THE SURFACE STATION MARK HAS BEEN GRADED UP AND LAID OVER
 FJ1244'TO THE SIDE.  THE UNDERGROUND MARK IS STILL INTACT.
 FJ1244'
 FJ1244'THE REFERENCE MARKS ARE STILL IN PLACE, BUT R.M. 2 IS NOW
 FJ1244'BURIED BY 2-1/2 FEET OF DIRT.
 FJ1244'
 FJ1244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES
 FJ1244'NW OF SHAWNEE.
 FJ1244
 FJ1244                          STATION RECOVERY (1967)
 FJ1244
 FJ1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FJ1244'THE SURFACE STATION MARK WAS FOUND LYING ON ITS SIDE.  THE
 FJ1244'UNDERGROUND MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED
 FJ1244'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FJ1244'
 FJ1244'TO REACH THE STATION FROM SHAWNEE, FROM THE JUNCTION OF
 FJ1244'U.S. HIGHWAY 270 AND STATE HIGHWAY 18, GO WEST AND NORTH ON
 FJ1244'U.S. 270 FOR 1.2 MILES TO INTERSECTION OF KICKAPOO AND WEST
 FJ1244'INDEPENDENCE STREETS, (CONTINUE NORTH FOR 0.2 MILE TO THE
 FJ1244'AZIMUTH MARK TO THE RIGHT), TURN LEFT AND GO WEST ON GRAVEL
 FJ1244'ROAD FOR 0.55 MILE TO CROSSROADS AND STATION ON THE RIGHT.
 FJ1244'
 FJ1244'THE STATION IS 44 FEET NORTHEAST OF THE CENTER OF THE
 FJ1244'INTERSECTION, 39 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 FJ1244'ROAD, 6 FEET NORTHWEST OF A POWERLINE GUY POLE AND 1 FOOT
 FJ1244'NORTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 FJ1244'DISK IS STAMPED SHAWNEE AIRPORT 1957 1967.
 FJ1244'
 FJ1244'R.M. NO. 1 IS 66 FEET NORTHEAST OF THE CENTER OF THE
 FJ1244'INTERSECTION, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 FJ1244'31 FEET EAST OF A GUY POLE AND 1 FOOT NORTH OF A FENCE.  MARK
 FJ1244'PROJECTS 4 INCHES AND DISK IS STAMPED SHAWNEE AIRPORT NO
 FJ1244'1 1957.
 FJ1244'
 FJ1244'R.M. NO. 2 IS 29 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 FJ1244'ROAD, 29 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 FJ1244'ROAD AND 3 FEET EAST OF A POWERLINE POLE.  THE MARK IS FLUSH
 FJ1244'AND THE DISK IS STAMPED SHAWNEE AIRPORT NO 2 1957.
 FJ1244'
 FJ1244'THE AZIMUTH MARK IS TO THE NORTHEAST OF THE SHAMROCK SERVICE
 FJ1244'STATION AND STORE, 172 FEET EAST OF THE CENTERLINE OF KICKAPOO
 FJ1244'STREET, 37 FEET NORTH OF THE NORTHEAST CORNER OF THE STORE,
 FJ1244'13 FEET NORTH-NORTHWEST OF A POWERLINE POLE AND 12 FEET WEST OF
 FJ1244'THE CENTERLINE OF AN ALLEY.  THE MARK PROJECTS 6 INCHES AND THE
 FJ1244'DISK IS STAMPED SHAWNEE AIRPORT 1957.  SOME CLEARING OF
 FJ1244'LIMBS ON TREES TO WEST OF THE STREET WAS REQUIRED BEFORE
 FJ1244'THIS MARK WAS VISIBLE FROM THE STATION.
 FJ1244'
 FJ1244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SHAWNEE.
 FJ1244
 FJ1244                          STATION RECOVERY (1972)
 FJ1244
 FJ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 FJ1244'STATION AND RM NO. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1244'
 FJ1244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHAWNEE.
 FJ1244
 FJ1244                          STATION RECOVERY (1980)
 FJ1244
 FJ1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1244'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 FJ1244'CONDITION.  THE AREA IS PRESENTLY IN TRANSITION, AS THE EAST-WEST
 FJ1244'ROAD SOUTH OF THE STATION IS BEING REGRADED AND WIDENED.  THE
 FJ1244'FENCES MENTIONED IN THE DESCRIPTION HAVE ALSO BEEN REMOVED.  A NEW,
 FJ1244'COMPLETE DESCRIPTION SHOULD BE MADE AFTER CONSTRUCTION IS COMPLETE.
 FJ1244'
 FJ1244'THE STATION MARK IS 8 FEET NORTHWEST OF A POWER GUYPOLE, 1 FOOT
 FJ1244'NORTHEAST OF A WITNESS POST, AND IS FLUSH WITH THE GROUND.
 FJ1244'
 FJ1244'REFERENCE MARK 2 IS 29 FEET EAST OF THE CENTER OF A PAVED
 FJ1244'NORTH-SOUTH ROAD, 3 FEET EAST OF A POWERLINE POLE, AND IS 2 INCHES
 FJ1244'BELOW THE GROUND SURFACE.
 FJ1244'
 FJ1244'REFERENCE MARK 1 IS DESTROYED.  THE DISK WITH CONCRETE BASE WAS
 FJ1244'FOUND OUT OF THE GROUND LYING ON ITS SIDE IN THE STATION VICINITY.
 FJ1244'THE DISK WAS TAKEN FOR SUBMISSION TO NGS.
 FJ1244'
 FJ1244'CITY OFFICIALS HAVE BEEN INFORMED OF THE LOCATION OF THE STATION
 FJ1244'MARK AND REFERENCE MARK 2, AND WILL ATTEMPT TO PRESERVE THE MARKS
 FJ1244'THROUGHOUT CONSTRUCTION.
 FJ1244'
 FJ1244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 FJ1244'NORTHWEST OF SHAWNEE.
 FJ1244
 FJ1244                          STATION RECOVERY (2000)
 FJ1244
 FJ1244'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (RDB)
 FJ1244'MONUMENT IS 17.7 FT (5.4 M) EAST OF THE CENTERLINE OF POTTENGER DRIVE
 FJ1244'AND 4.9 FT (1.5 M) NORTH OF THE NORTH EDGE OF INDEPENDENCE STREET AND
 FJ1244'8 FT (2.4 M) NORTHWEST OF A POWER POLE WITH TRANSFORMERS.  MONUMENT IS
 FJ1244'ALSO 8-10 INCHES ABOVE THE GROUND.  NO WITNESS POST REMAIN. MONUMENT
 FJ1244'IS FACING NORTHEAST AND APPEARS TO HAVE BEEN RESET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1242 ***********************************************************************
 FJ1242  DESIGNATION -  SHAWNEE MILLING ELEV CUPOLA
 FJ1242  PID         -  FJ1242
 FJ1242  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1242  COUNTRY     -  US
 FJ1242  USGS QUAD   -  SHAWNEE (2018)
 FJ1242
 FJ1242                         *CURRENT SURVEY CONTROL
 FJ1242  ______________________________________________________________________
 FJ1242* NAD 83(1993) POSITION- 35 19 26.44279(N) 096 55 22.51568(W)   ADJUSTED
 FJ1242  ______________________________________________________________________
 FJ1242  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 FJ1242  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 FJ1242  HORZ ORDER      -  THIRD
 FJ1242
 FJ1242.The horizontal coordinates were established by classical geodetic methods
 FJ1242.and adjusted by the National Geodetic Survey in November 1994.
 FJ1242
 FJ1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1242.GEOID18 height accuracy estimate available here.
 FJ1242
 FJ1242.Click photographs - Photos may exist for this station.
 FJ1242
 FJ1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1242
 FJ1242. The following values were computed from the NAD 83(1993) position.
 FJ1242
 FJ1242;                    North         East     Units Scale Factor Converg.
 FJ1242;SPC OK S     -   221,344.313   697,935.429   MT  1.00001918   +0 36 40.9
 FJ1242;SPC OK S     -   726,193.80  2,289,809.82   sFT  1.00001918   +0 36 40.9
 FJ1242;UTM  14      - 3,910,954.930   688,800.546   MT  1.00003930   +1 12 04.8
 FJ1242
 FJ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8880010954(NAD 83)
 FJ1242
 FJ1242                          SUPERSEDED SURVEY CONTROL
 FJ1242
 FJ1242  NAD 83(1986)-  35 19 26.44816(N)    096 55 22.49714(W) AD(       ) 3
 FJ1242  NAD 27      -  35 19 26.19589(N)    096 55 21.41555(W) AD(       ) 3
 FJ1242
 FJ1242.Superseded values are not recommended for survey control.
 FJ1242
 FJ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1242.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1242
 FJ1242_MARKER: 86 = CUPOLA
 FJ1242
 FJ1242  HISTORY     - Date     Condition        Report By
 FJ1242  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1242
 FJ1242                          STATION DESCRIPTION
 FJ1242
 FJ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1242'THE STATION IS AT 401 S. BROADWAY, IN THE SOUTH PART OF SHAWNEE.
 FJ1242'IT IS THE CENTER ONE OF THREE (AND THE HIGHEST) CUPOLAS RUNNING
 FJ1242'IN A NORTH-SOUTH DIRECTION, IS GREY IN COLOR AND IS 211 FEET
 FJ1242'IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE CUPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1246 ***********************************************************************
 FJ1246  DESIGNATION -  SHAWNEE MUNICIPAL TANK
 FJ1246  PID         -  FJ1246
 FJ1246  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1246  COUNTRY     -  US
 FJ1246  USGS QUAD   -  SHAWNEE (2018)
 FJ1246
 FJ1246                         *CURRENT SURVEY CONTROL
 FJ1246  ______________________________________________________________________
 FJ1246* NAD 83(1993) POSITION- 35 21 15.53319(N) 096 55 40.21942(W)   ADJUSTED
 FJ1246  ______________________________________________________________________
 FJ1246  GEOID HEIGHT    -        -27.149 (meters)                     GEOID18
 FJ1246  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 FJ1246  HORZ ORDER      -  THIRD
 FJ1246
 FJ1246.The horizontal coordinates were established by classical geodetic methods
 FJ1246.and adjusted by the National Geodetic Survey in November 1994.
 FJ1246
 FJ1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1246.GEOID18 height accuracy estimate available here.
 FJ1246
 FJ1246.Click photographs - Photos may exist for this station.
 FJ1246
 FJ1246.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1246
 FJ1246. The following values were computed from the NAD 83(1993) position.
 FJ1246
 FJ1246;                    North         East     Units Scale Factor Converg.
 FJ1246;SPC OK S     -   224,701.447   697,452.584   MT  1.00002615   +0 36 30.9
 FJ1246;SPC OK S     -   737,208.00  2,288,225.69   sFT  1.00002615   +0 36 30.9
 FJ1246;UTM  14      - 3,914,306.963   688,283.127   MT  1.00003690   +1 11 57.7
 FJ1246
 FJ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8828314306(NAD 83)
 FJ1246
 FJ1246                          SUPERSEDED SURVEY CONTROL
 FJ1246
 FJ1246  NAD 83(1986)-  35 21 15.53898(N)    096 55 40.20048(W) AD(       ) 3
 FJ1246  NAD 27      -  35 21 15.28472(N)    096 55 39.10870(W) AD(       ) 3
 FJ1246
 FJ1246.Superseded values are not recommended for survey control.
 FJ1246
 FJ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1246.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1246
 FJ1246_MARKER: 51 = TANK
 FJ1246
 FJ1246  HISTORY     - Date     Condition        Report By
 FJ1246  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1246  HISTORY     - 1954     GOOD             CGS
 FJ1246  HISTORY     - 1972     GOOD             NGS
 FJ1246  HISTORY     - 1980     GOOD             NGS
 FJ1246
 FJ1246                          STATION DESCRIPTION
 FJ1246
 FJ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1246'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED
 FJ1246'AT WEST FEDERAL AND NORTH PARK STREETS IN THE NORTHWEST PART
 FJ1246'OF SHAWNEE.  IT IS APPROXIMATELY 75 FEET HIGH.
 FJ1246'
 FJ1246'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 FJ1246'SHAWNEE, DAVIS AND BOULSON.
 FJ1246
 FJ1246                          STATION RECOVERY (1954)
 FJ1246
 FJ1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 FJ1246'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 FJ1246'CONDITION.
 FJ1246
 FJ1246                          STATION RECOVERY (1972)
 FJ1246
 FJ1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 FJ1246'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1246'
 FJ1246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHAWNEE.
 FJ1246
 FJ1246                          STATION RECOVERY (1980)
 FJ1246
 FJ1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 FJ1246'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TANK
 FJ1246'HAS BEEN REPLACED BY A NEW TANK APPROXIMATELY 1600 FEET WEST OF THE
 FJ1246'OLD ONE, AND IS NO LONGER USED.  CITY OFFICIALS PLAN TO RAZE IT
 FJ1246'SOON.
 FJ1246'
 FJ1246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 FJ1246'SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1236 ***********************************************************************
 FJ1236  DESIGNATION -  SHAWNEE MURPHY BOILER MAST
 FJ1236  PID         -  FJ1236
 FJ1236  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1236  COUNTRY     -  US
 FJ1236  USGS QUAD   -  SHAWNEE (2018)
 FJ1236
 FJ1236                         *CURRENT SURVEY CONTROL
 FJ1236  ______________________________________________________________________
 FJ1236* NAD 83(1993) POSITION- 35 21 51.05042(N) 096 54 47.79947(W)   ADJUSTED
 FJ1236  ______________________________________________________________________
 FJ1236  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 FJ1236  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 FJ1236  HORZ ORDER      -  THIRD
 FJ1236
 FJ1236.The horizontal coordinates were established by classical geodetic methods
 FJ1236.and adjusted by the National Geodetic Survey in November 1994.
 FJ1236
 FJ1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1236.GEOID18 height accuracy estimate available here.
 FJ1236
 FJ1236.Click photographs - Photos may exist for this station.
 FJ1236
 FJ1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1236
 FJ1236. The following values were computed from the NAD 83(1993) position.
 FJ1236
 FJ1236;                    North         East     Units Scale Factor Converg.
 FJ1236;SPC OK S     -   225,810.160   698,764.259   MT  1.00002848   +0 37 00.6
 FJ1236;SPC OK S     -   740,845.50  2,292,529.07   sFT  1.00002848   +0 37 00.6
 FJ1236;UTM  14      - 3,915,429.161   689,583.312   MT  1.00004295   +1 12 29.1
 FJ1236
 FJ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8958315429(NAD 83)
 FJ1236
 FJ1236                          SUPERSEDED SURVEY CONTROL
 FJ1236
 FJ1236  NAD 83(1986)-  35 21 51.05606(N)    096 54 47.78050(W) AD(       ) 3
 FJ1236  NAD 27      -  35 21 50.80149(N)    096 54 46.69849(W) AD(       ) 3
 FJ1236
 FJ1236.Superseded values are not recommended for survey control.
 FJ1236
 FJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1236.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1236
 FJ1236_MARKER: 42 = RADIO/TV MAST
 FJ1236
 FJ1236  HISTORY     - Date     Condition        Report By
 FJ1236  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1236
 FJ1236                          STATION DESCRIPTION
 FJ1236
 FJ1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1236'THE STATION IS 2 MILES NORTH-NORTHEAST OF THE CENTER OF SHAWNEE
 FJ1236'AND 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 18
 FJ1236'AND 3.  THE MAST HAS A FLASHING RED LIGHT ON THE NORTHWEST SIDE.
 FJ1236'IT IS RED AND WHITE IN COLOR AND IS 161 FEET IN HEIGHT.  THE
 FJ1236'POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.  THE CALL LETTERS
 FJ1236'ARE KKM 647.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1232 ***********************************************************************
 FJ1232  DESIGNATION -  SHAWNEE NATURAL GAS MAST
 FJ1232  PID         -  FJ1232
 FJ1232  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1232  COUNTRY     -  US
 FJ1232  USGS QUAD   -  SHAWNEE (2018)
 FJ1232
 FJ1232                         *CURRENT SURVEY CONTROL
 FJ1232  ______________________________________________________________________
 FJ1232* NAD 83(1993) POSITION- 35 19 21.99034(N) 096 53 38.64688(W)   ADJUSTED
 FJ1232  ______________________________________________________________________
 FJ1232  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 FJ1232  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 FJ1232  HORZ ORDER      -  THIRD
 FJ1232
 FJ1232.The horizontal coordinates were established by classical geodetic methods
 FJ1232.and adjusted by the National Geodetic Survey in November 1994.
 FJ1232
 FJ1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1232.GEOID18 height accuracy estimate available here.
 FJ1232
 FJ1232.Click photographs - Photos may exist for this station.
 FJ1232
 FJ1232.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1232
 FJ1232. The following values were computed from the NAD 83(1993) position.
 FJ1232
 FJ1232;                    North         East     Units Scale Factor Converg.
 FJ1232;SPC OK S     -   221,235.469   700,560.292   MT  1.00001890   +0 37 39.9
 FJ1232;SPC OK S     -   725,836.70  2,298,421.56   sFT  1.00001890   +0 37 39.9
 FJ1232;UTM  14      - 3,910,873.123   691,426.459   MT  1.00005161   +1 13 04.7
 FJ1232
 FJ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9142610873(NAD 83)
 FJ1232
 FJ1232                          SUPERSEDED SURVEY CONTROL
 FJ1232
 FJ1232  NAD 83(1986)-  35 19 21.99524(N)    096 53 38.62800(W) AD(       ) 3
 FJ1232  NAD 27      -  35 19 21.72743(N)    096 53 37.54814(W) AD(       ) 3
 FJ1232
 FJ1232.Superseded values are not recommended for survey control.
 FJ1232
 FJ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1232.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1232
 FJ1232_MARKER: 42 = RADIO/TV MAST
 FJ1232
 FJ1232  HISTORY     - Date     Condition        Report By
 FJ1232  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1232
 FJ1232                          STATION DESCRIPTION
 FJ1232
 FJ1232'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1243 ***********************************************************************
 FJ1243  DESIGNATION -  SHAWNEE R M DRILLING CO MAST
 FJ1243  PID         -  FJ1243
 FJ1243  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1243  COUNTRY     -  US
 FJ1243  USGS QUAD   -  SHAWNEE (2018)
 FJ1243
 FJ1243                         *CURRENT SURVEY CONTROL
 FJ1243  ______________________________________________________________________
 FJ1243* NAD 83(1993) POSITION- 35 20 57.23120(N) 096 54 50.57351(W)   ADJUSTED
 FJ1243  ______________________________________________________________________
 FJ1243  GEOID HEIGHT    -        -27.158 (meters)                     GEOID18
 FJ1243  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 FJ1243  HORZ ORDER      -  THIRD
 FJ1243
 FJ1243.The horizontal coordinates were established by classical geodetic methods
 FJ1243.and adjusted by the National Geodetic Survey in November 1994.
 FJ1243
 FJ1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1243.GEOID18 height accuracy estimate available here.
 FJ1243
 FJ1243.Click photographs - Photos may exist for this station.
 FJ1243
 FJ1243.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1243
 FJ1243. The following values were computed from the NAD 83(1993) position.
 FJ1243
 FJ1243;                    North         East     Units Scale Factor Converg.
 FJ1243;SPC OK S     -   224,150.823   698,712.075   MT  1.00002496   +0 36 59.1
 FJ1243;SPC OK S     -   735,401.49  2,292,357.87   sFT  1.00002496   +0 36 59.1
 FJ1243;UTM  14      - 3,913,769.347   689,548.247   MT  1.00004279   +1 12 25.9
 FJ1243
 FJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8954813769(NAD 83)
 FJ1243
 FJ1243                          SUPERSEDED SURVEY CONTROL
 FJ1243
 FJ1243  NAD 83(1986)-  35 20 57.23687(N)    096 54 50.55473(W) AD(       ) 3
 FJ1243  NAD 27      -  35 20 56.98156(N)    096 54 49.47200(W) AD(       ) 3
 FJ1243
 FJ1243.Superseded values are not recommended for survey control.
 FJ1243
 FJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1243.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1243
 FJ1243_MARKER: 42 = RADIO/TV MAST
 FJ1243
 FJ1243  HISTORY     - Date     Condition        Report By
 FJ1243  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1243
 FJ1243                          STATION DESCRIPTION
 FJ1243
 FJ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1243'THE STATION IS ABOUT 1-1/4 MILES NORTHWEST OF THE CENTER OF
 FJ1243'SHAWNEE, 0.8 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 18
 FJ1243'AND 3 AND ALONG THE WEST SIDE OF STATE HIGHWAYS 18 AND 3.
 FJ1243'THE MAST HAS A FLASHING RED LIGHT ON THE SOUTH SIDE.  IT IS RED
 FJ1243'AND WHITE IN COLOR AND IS 120 FEET IN HEIGHT.  THE POINT
 FJ1243'OBSERVED WAS THE TOP-CENTER OF THE MAST.
 FJ1243'
 FJ1243'THE CALL LETTERS ARE KKR 617.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1234 ***********************************************************************
 FJ1234  DESIGNATION -  SHAWNEE RADIO STA KGFF MAST
 FJ1234  PID         -  FJ1234
 FJ1234  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1234  COUNTRY     -  US
 FJ1234  USGS QUAD   -  SHAWNEE (2018)
 FJ1234
 FJ1234                         *CURRENT SURVEY CONTROL
 FJ1234  ______________________________________________________________________
 FJ1234* NAD 83(1993) POSITION- 35 20 01.64666(N) 096 53 31.74634(W)   ADJUSTED
 FJ1234  ______________________________________________________________________
 FJ1234  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 FJ1234  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 FJ1234  HORZ ORDER      -  THIRD
 FJ1234
 FJ1234.The horizontal coordinates were established by classical geodetic methods
 FJ1234.and adjusted by the National Geodetic Survey in November 1994.
 FJ1234
 FJ1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1234.GEOID18 height accuracy estimate available here.
 FJ1234
 FJ1234.Click photographs - Photos may exist for this station.
 FJ1234
 FJ1234.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1234
 FJ1234. The following values were computed from the NAD 83(1993) position.
 FJ1234
 FJ1234;                    North         East     Units Scale Factor Converg.
 FJ1234;SPC OK S     -   222,459.479   700,721.164   MT  1.00002140   +0 37 43.8
 FJ1234;SPC OK S     -   729,852.47  2,298,949.35   sFT  1.00002140   +0 37 43.8
 FJ1234;UTM  14      - 3,912,098.765   691,574.715   MT  1.00005231   +1 13 09.9
 FJ1234
 FJ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9157412098(NAD 83)
 FJ1234
 FJ1234                          SUPERSEDED SURVEY CONTROL
 FJ1234
 FJ1234  NAD 83(1986)-  35 20 01.65212(N)    096 53 31.72747(W) AD(       ) 3
 FJ1234  NAD 27      -  35 20 01.39379(N)    096 53 30.64917(W) AD(       ) 3
 FJ1234
 FJ1234.Superseded values are not recommended for survey control.
 FJ1234
 FJ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1234.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1234
 FJ1234_MARKER: 42 = RADIO/TV MAST
 FJ1234
 FJ1234  HISTORY     - Date     Condition        Report By
 FJ1234  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1234  HISTORY     - 1957     GOOD             CGS
 FJ1234
 FJ1234                          STATION DESCRIPTION
 FJ1234
 FJ1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1234'THE STATION IS IN THE EAST EDGE OF SHAWNEE, ALONG THE NORTH
 FJ1234'SIDE OF U.S. HIGHWAY 270.  THE MAST HAS 6 RED LIGHTS (ALL STEADY),
 FJ1234'IS ORANGE AND WHITE IN COLOR AND IS 345 FEET IN HEIGHT.  THE
 FJ1234'POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1241 ***********************************************************************
 FJ1241  DESIGNATION -  SHAWNEE ST BENEDICT CATH CH
 FJ1241  PID         -  FJ1241
 FJ1241  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1241  COUNTRY     -  US
 FJ1241  USGS QUAD   -  SHAWNEE (2018)
 FJ1241
 FJ1241                         *CURRENT SURVEY CONTROL
 FJ1241  ______________________________________________________________________
 FJ1241* NAD 83(1993) POSITION- 35 20 09.40980(N) 096 55 48.37964(W)   ADJUSTED
 FJ1241  ______________________________________________________________________
 FJ1241  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 FJ1241  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 FJ1241  HORZ ORDER      -  THIRD
 FJ1241
 FJ1241.The horizontal coordinates were established by classical geodetic methods
 FJ1241.and adjusted by the National Geodetic Survey in November 1994.
 FJ1241
 FJ1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1241.GEOID18 height accuracy estimate available here.
 FJ1241
 FJ1241.Click photographs - Photos may exist for this station.
 FJ1241
 FJ1241.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1241
 FJ1241. The following values were computed from the NAD 83(1993) position.
 FJ1241
 FJ1241;                    North         East     Units Scale Factor Converg.
 FJ1241;SPC OK S     -   222,661.497   697,268.160   MT  1.00002189   +0 36 26.2
 FJ1241;SPC OK S     -   730,515.26  2,287,620.62   sFT  1.00002189   +0 36 26.2
 FJ1241;UTM  14      - 3,912,265.195   688,119.735   MT  1.00003614   +1 11 51.1
 FJ1241
 FJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8811912265(NAD 83)
 FJ1241
 FJ1241                          SUPERSEDED SURVEY CONTROL
 FJ1241
 FJ1241  NAD 83(1986)-  35 20 09.41519(N)    096 55 48.36123(W) AD(       ) 3
 FJ1241  NAD 27      -  35 20 09.16295(N)    096 55 47.27172(W) AD(       ) 3
 FJ1241
 FJ1241.Superseded values are not recommended for survey control.
 FJ1241
 FJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1241.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1241
 FJ1241_MARKER: 90 = CHURCH SPIRE
 FJ1241
 FJ1241  HISTORY     - Date     Condition        Report By
 FJ1241  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1241  HISTORY     - 1954     GOOD             CGS
 FJ1241  HISTORY     - 1972     GOOD             NGS
 FJ1241
 FJ1241                          STATION DESCRIPTION
 FJ1241
 FJ1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1241'POINT OBSERVED UPON WAS TIP OF SPIRE OF SAINT BENEDICTS
 FJ1241'CATHOLIC CHURCH LOCATED AT KICKAPOU AND BENEDICT STREETS IN
 FJ1241'SHAWNEE.
 FJ1241'
 FJ1241'INTERSECTION STATION OBSERVED UPON FROM TRIANGULATION STATIONS
 FJ1241'SHAWNEE, HOUSE, DECKER AND BOULSON.
 FJ1241
 FJ1241                          STATION RECOVERY (1954)
 FJ1241
 FJ1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 FJ1241'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 FJ1241'CONDITION.
 FJ1241
 FJ1241                          STATION RECOVERY (1972)
 FJ1241
 FJ1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 FJ1241'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1241'
 FJ1241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1249 ***********************************************************************
 FJ1249  DESIGNATION -  SHAWNEE TRANSOAK PLINE CO MAST
 FJ1249  PID         -  FJ1249
 FJ1249  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1249  COUNTRY     -  US
 FJ1249  USGS QUAD   -  AYDELOTTE (2018)
 FJ1249
 FJ1249                         *CURRENT SURVEY CONTROL
 FJ1249  ______________________________________________________________________
 FJ1249* NAD 83(1993) POSITION- 35 24 40.29458(N) 096 54 37.89256(W)   ADJUSTED
 FJ1249  ______________________________________________________________________
 FJ1249  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 FJ1249  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 FJ1249  HORZ ORDER      -  THIRD
 FJ1249
 FJ1249.The horizontal coordinates were established by classical geodetic methods
 FJ1249.and adjusted by the National Geodetic Survey in November 1994.
 FJ1249
 FJ1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1249.GEOID18 height accuracy estimate available here.
 FJ1249
 FJ1249.Click photographs - Photos may exist for this station.
 FJ1249
 FJ1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1249
 FJ1249. The following values were computed from the NAD 83(1993) position.
 FJ1249
 FJ1249;                    North         East     Units Scale Factor Converg.
 FJ1249;SPC OK S     -   231,028.633   698,958.055   MT  1.00003999   +0 37 06.3
 FJ1249;SPC OK S     -   757,966.44  2,293,164.89   sFT  1.00003999   +0 37 06.3
 FJ1249;UTM  14      - 3,920,649.405   689,723.183   MT  1.00004360   +1 12 39.9
 FJ1249
 FJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8972320649(NAD 83)
 FJ1249
 FJ1249                          SUPERSEDED SURVEY CONTROL
 FJ1249
 FJ1249  NAD 83(1986)-  35 24 40.30037(N)    096 54 37.87351(W) AD(       ) 3
 FJ1249  NAD 27      -  35 24 40.05370(N)    096 54 36.78974(W) AD(       ) 3
 FJ1249
 FJ1249.Superseded values are not recommended for survey control.
 FJ1249
 FJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1249.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1249
 FJ1249_MARKER: 42 = RADIO/TV MAST
 FJ1249
 FJ1249  HISTORY     - Date     Condition        Report By
 FJ1249  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1249
 FJ1249                          STATION DESCRIPTION
 FJ1249
 FJ1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1249'THE STATION IS 3 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS
 FJ1249'3 AND 18 AT THE NORTHEAST EDGE OF SHAWNEE AND ALONG THE EAST
 FJ1249'SIDE OF HIGHWAY 18.  THE MAST HAS A FLASHING RED LIGHT, IS
 FJ1249'RED AND WHITE IN COLOR AND IS 182 FEET IN HEIGHT.  THE POINT
 FJ1249'OBSERVED WAS THE TOP-CENTER OF THE MAST.  THE CALL LETTERS
 FJ1249'ARE KKR 384.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0859 ***********************************************************************
 EL0859  DESIGNATION -  SHEBESTER INC RADIO MAST
 EL0859  PID         -  EL0859
 EL0859  STATE/COUNTY-  OK/GARVIN
 EL0859  COUNTRY     -  US
 EL0859  USGS QUAD   -  ELMORE CITY NE (2018)
 EL0859
 EL0859                         *CURRENT SURVEY CONTROL
 EL0859  ______________________________________________________________________
 EL0859* NAD 83(1993) POSITION- 34 44 49.87963(N) 097 16 59.99213(W)   ADJUSTED
 EL0859  ______________________________________________________________________
 EL0859  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 EL0859  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 EL0859  HORZ ORDER      -  THIRD
 EL0859
 EL0859.The horizontal coordinates were established by classical geodetic methods
 EL0859.and adjusted by the National Geodetic Survey in November 1994.
 EL0859
 EL0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0859.GEOID18 height accuracy estimate available here.
 EL0859
 EL0859.Click photographs - Photos may exist for this station.
 EL0859
 EL0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0859
 EL0859. The following values were computed from the NAD 83(1993) position.
 EL0859
 EL0859;                    North         East     Units Scale Factor Converg.
 EL0859;SPC OK S     -   157,063.134   665,619.480   MT  0.99993997   +0 24 24.5
 EL0859;SPC OK S     -   515,297.97  2,183,786.58   sFT  0.99993997   +0 24 24.5
 EL0859;UTM  14      - 3,846,349.784   657,137.450   MT  0.99990434   +0 58 43.1
 EL0859
 EL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5713746349(NAD 83)
 EL0859
 EL0859                          SUPERSEDED SURVEY CONTROL
 EL0859
 EL0859  NAD 83(1986)-  34 44 49.88445(N)    097 16 59.97814(W) AD(       ) 3
 EL0859  NAD 27      -  34 44 49.59751(N)    097 16 58.89206(W) AD(       ) 3
 EL0859
 EL0859.Superseded values are not recommended for survey control.
 EL0859
 EL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0859.See file dsdata.pdf to determine how the superseded data were derived.
 EL0859
 EL0859_MARKER: 42 = RADIO/TV MAST
 EL0859
 EL0859  HISTORY     - Date     Condition        Report By
 EL0859  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0859
 EL0859                          STATION DESCRIPTION
 EL0859
 EL0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0859'THE STATION IS 3 MILES WEST OF THE CENTER OF PAULS VALLEY,
 EL0859'ALONG THE EAST SIDE OF STATE HIGHWAY 19.  THE MAST IS RED AND
 EL0859'WHITE IN COLOR, HAS A RED WARNING LIGHT AND IS 155 FEET
 EL0859'IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE
 EL0859'MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1295 ***********************************************************************
 FJ1295  DESIGNATION -  SHELL PIPELINE MAST 1
 FJ1295  PID         -  FJ1295
 FJ1295  STATE/COUNTY-  OK/LINCOLN
 FJ1295  COUNTRY     -  US
 FJ1295  USGS QUAD   -  CUSHING (2018)
 FJ1295
 FJ1295                         *CURRENT SURVEY CONTROL
 FJ1295  ______________________________________________________________________
 FJ1295* NAD 83(1993) POSITION- 35 53 14.05767(N) 096 47 17.47664(W)   ADJUSTED
 FJ1295  ______________________________________________________________________
 FJ1295  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 FJ1295  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 FJ1295  HORZ ORDER      -  THIRD
 FJ1295
 FJ1295.The horizontal coordinates were established by classical geodetic methods
 FJ1295.and adjusted by the National Geodetic Survey in November 1994.
 FJ1295
 FJ1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1295.GEOID18 height accuracy estimate available here.
 FJ1295
 FJ1295.Click photographs - Photos may exist for this station.
 FJ1295
 FJ1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1295
 FJ1295. The following values were computed from the NAD 83(1993) position.
 FJ1295
 FJ1295;                    North         East     Units Scale Factor Converg.
 FJ1295;SPC OK N     -    99,124.162   709,409.263   MT  0.99995730   +0 42 54.5
 FJ1295;SPC OK N     -   325,209.85  2,327,453.56   sFT  0.99995730   +0 42 54.5
 FJ1295;UTM  14      - 3,973,701.175   699,644.406   MT  1.00009116   +1 17 49.1
 FJ1295
 FJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9964473701(NAD 83)
 FJ1295
 FJ1295                          SUPERSEDED SURVEY CONTROL
 FJ1295
 FJ1295  NAD 83(1986)-  35 53 14.06906(N)    096 47 17.45739(W) AD(       ) 3
 FJ1295  NAD 27      -  35 53 13.83092(N)    096 47 16.36710(W) AD(       ) 3
 FJ1295
 FJ1295.Superseded values are not recommended for survey control.
 FJ1295
 FJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1295.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1295
 FJ1295_MARKER: 44 = MICROWAVE MAST
 FJ1295
 FJ1295  HISTORY     - Date     Condition        Report By
 FJ1295  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1295  HISTORY     - 20180314 GOOD             MCA
 FJ1295
 FJ1295                          STATION DESCRIPTION
 FJ1295
 FJ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1295'THE STATION IS THE TOP OF A THREE SIDED STEEL TOWER, 150 FEET HIGH,
 FJ1295'PAINTED RED AND WHITE.  IT IS ABOUT 7 MILES SOUTH OF CUSHING.
 FJ1295'
 FJ1295'THE TOWER IS OWNED BY THE SHELL PIPE LINE CORPORATION AND
 FJ1295'IS ONE OF THE CUSHING TO ELK CITY RELAY STATIONS.
 FJ1295
 FJ1295                          STATION RECOVERY (2018)
 FJ1295
 FJ1295'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ1295'THERE IS NO DEFINING CENTERLINE TO THE TOP OF THE ANTENNA MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1286 ***********************************************************************
 FJ1286  DESIGNATION -  SHELL PIPELINE RAY STATION TK
 FJ1286  PID         -  FJ1286
 FJ1286  STATE/COUNTY-  OK/LINCOLN
 FJ1286  COUNTRY     -  US
 FJ1286  USGS QUAD   -  MEEKER (2018)
 FJ1286
 FJ1286                         *CURRENT SURVEY CONTROL
 FJ1286  ______________________________________________________________________
 FJ1286* NAD 83(1993) POSITION- 35 30 20.92909(N) 096 56 44.95068(W)   ADJUSTED
 FJ1286  ______________________________________________________________________
 FJ1286  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 FJ1286  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 FJ1286  HORZ ORDER      -  THIRD
 FJ1286
 FJ1286.The horizontal coordinates were established by classical geodetic methods
 FJ1286.and adjusted by the National Geodetic Survey in November 1994.
 FJ1286
 FJ1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1286.GEOID18 height accuracy estimate available here.
 FJ1286
 FJ1286.Click photographs - Photos may exist for this station.
 FJ1286
 FJ1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1286
 FJ1286. The following values were computed from the NAD 83(1993) position.
 FJ1286
 FJ1286;                    North         East     Units Scale Factor Converg.
 FJ1286;SPC OK N     -    56,641.033   695,637.481   MT  1.00001160   +0 37 19.6
 FJ1286;SPC OK N     -   185,829.79  2,282,270.64   sFT  1.00001160   +0 37 19.6
 FJ1286;SPC OK S     -   241,492.642   695,642.750   MT  1.00006522   +0 35 54.1
 FJ1286;SPC OK S     -   792,297.11  2,282,287.92   sFT  1.00006522   +0 35 54.1
 FJ1286;UTM  14      - 3,931,078.315   686,299.659   MT  1.00002772   +1 11 36.2
 FJ1286
 FJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8629931078(NAD 83)
 FJ1286
 FJ1286                          SUPERSEDED SURVEY CONTROL
 FJ1286
 FJ1286  NAD 83(1986)-  35 30 20.93546(N)    096 56 44.93203(W) AD(       ) 3
 FJ1286  NAD 27      -  35 30 20.70238(N)    096 56 43.82841(W) AD(       ) 3
 FJ1286
 FJ1286.Superseded values are not recommended for survey control.
 FJ1286
 FJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1286.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1286
 FJ1286_MARKER: 53 = ELEVATED TANK
 FJ1286
 FJ1286  HISTORY     - Date     Condition        Report By
 FJ1286  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1286
 FJ1286                          STATION DESCRIPTION
 FJ1286
 FJ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1286'THE STATION IS THE BALL ATOP THE METAL TANK AT THE SHELL
 FJ1286'PIPE LINE CORPORATION, RAY STATION.  THE TANK IS ELEVATED
 FJ1286'BY A FOUR LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY
 FJ1286'SIXTY FEET HIGH.
 FJ1286'
 FJ1286'RAY STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY
 FJ1286'62, ABOUT THREE MILES WEST OF MEEKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0705 ***********************************************************************
 GJ0705  DESIGNATION -  SHELTON
 GJ0705  PID         -  GJ0705
 GJ0705  STATE/COUNTY-  OK/ELLIS
 GJ0705  COUNTRY     -  US
 GJ0705  USGS QUAD   -  ARNETT (2018)
 GJ0705
 GJ0705                         *CURRENT SURVEY CONTROL
 GJ0705  ______________________________________________________________________
 GJ0705* NAD 83(1993) POSITION- 36 12 24.17328(N) 099 45 41.47789(W)   ADJUSTED
 GJ0705* NAVD 88 ORTHO HEIGHT -   751.    (meters)     2464.    (feet) SCALED
 GJ0705  ______________________________________________________________________
 GJ0705  GEOID HEIGHT    -        -28.344 (meters)                     GEOID18
 GJ0705  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 GJ0705  HORZ ORDER      -  THIRD
 GJ0705
 GJ0705.The horizontal coordinates were established by classical geodetic methods
 GJ0705.and adjusted by the National Geodetic Survey in November 1994.
 GJ0705
 GJ0705.The orthometric height was scaled from a topographic map.
 GJ0705
 GJ0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0705.GEOID18 height accuracy estimate available here.
 GJ0705
 GJ0705.Click photographs - Photos may exist for this station.
 GJ0705
 GJ0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0705
 GJ0705. The following values were computed from the NAD 83(1993) position.
 GJ0705
 GJ0705;                    North         East     Units Scale Factor Converg.
 GJ0705;SPC OK N     -   135,325.565   441,607.544   MT  0.99994564   -1 02 22.4
 GJ0705;SPC OK N     -   443,980.62  1,448,840.75   sFT  0.99994564   -1 02 22.4
 GJ0705;UTM  14      - 4,007,145.273   431,544.816   MT  0.99965774   -0 26 59.5
 GJ0705
 GJ0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0705!SPC OK N     -   0.99988655  x   0.99994564  =   0.99983219
 GJ0705!UTM  14      -   0.99988655  x   0.99965774  =   0.99954433
 GJ0705
 GJ0705:                Primary Azimuth Mark                     Grid Az
 GJ0705:SPC OK N     -  SHELTON AZ MK                            225 13 27.4
 GJ0705:UTM  14      -  SHELTON AZ MK                            224 38 04.5
 GJ0705
 GJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3154407145(NAD 83)
 GJ0705
 GJ0705|---------------------------------------------------------------------|
 GJ0705| PID    Reference Object                     Distance      Geod. Az  |
 GJ0705|                                                           dddmmss.s |
 GJ0705| CL4079 SHELTON RM 1                          9.603 METERS 09358     |
 GJ0705| CL4078 SHELTON AZ MK                                      2241105.0 |
 GJ0705| GJ0725 SHATTUCK KYLE MOORE TV MAST         APPROX.11.7 KM 3020330.3 |
 GJ0705| GJ0728 SHATTUCK GRAIN CO ELEVATOR          APPROX.13.2 KM 3075551.8 |
 GJ0705| GJ0731 SHATTUCK ELMERS BUTANE CO MAST      APPROX.13.9 KM 3082017.5 |
 GJ0705| GJ0730 VORTAC GAGE RADIO GAG               APPROX.18.6 KM 3250036.5 |
 GJ0705| CL4080 SHELTON RM 2                         31.254 METERS 34819     |
 GJ0705| GJ0722 GAGE MUN AIRPORT BEACON             APPROX.10.0 KM 3563111.7 |
 GJ0705|---------------------------------------------------------------------|
 GJ0705
 GJ0705                          SUPERSEDED SURVEY CONTROL
 GJ0705
 GJ0705  NAD 83(1986)-  36 12 24.18025(N)    099 45 41.46692(W) AD(       ) 3
 GJ0705  NAD 27      -  36 12 24.03397(N)    099 45 40.03934(W) AD(       ) 3
 GJ0705
 GJ0705.Superseded values are not recommended for survey control.
 GJ0705
 GJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0705.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0705
 GJ0705_MARKER: DS = TRIANGULATION STATION DISK
 GJ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0705_STAMPING: SHELTON 1963
 GJ0705_MARK LOGO: CGS
 GJ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0705+STABILITY: SURFACE MOTION
 GJ0705
 GJ0705  HISTORY     - Date     Condition        Report By
 GJ0705  HISTORY     - 1963     MONUMENTED       CGS
 GJ0705
 GJ0705                          STATION DESCRIPTION
 GJ0705
 GJ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0705'THE STATION IS ABOUT 6-1/2 MILES EAST AND 3-1/2 MILES SOUTH OF
 GJ0705'SHATTUCK, 5 MILES NORTH AND 1/2 MILE EAST OF ARNETT, NEAR THE SOUTH
 GJ0705'END OF A SMALL BUTTE AND IN PASTURE LAND OWNED BY ALLEY GREY.
 GJ0705'
 GJ0705'TO REACH THE STATION FROM THE COURTHOUSE IN ARNETT, GO WEST FOR 0.2
 GJ0705'MILE TO STATE HIGHWAY 46.  TURN RIGHT AND GO NORTH ON HIGHWAY 46 FOR
 GJ0705'3.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR
 GJ0705'0.45 MILE TO A CROSSROADS.  TURN RIGHT AND GO EAST FOR 1.0 MILE TO
 GJ0705'A CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO A FARM
 GJ0705'HOUSE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.05 MILE TO A GATE
 GJ0705'BETWEEN THE HOUSE AND BARN.  PASS THROUGH THE GATE AND GO NORTH,
 GJ0705'WEST AND AND NORTHWEST FOR 0.3 MILE TO THE SOUTH END OF THE
 GJ0705'BUTTE AND THE STATION.
 GJ0705'
 GJ0705'THE STATION MARK IS A STANDARD DISK, STAMPED SHELTON 1963, SET IN
 GJ0705'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0705'IS 66.0 FEET NORTH-NORTHWEST OF A ROCKY POINT FORMING THE SOUTH
 GJ0705'END OF THE BUTTE AND 4.9 FEET EAST OF A WITNESS POST.
 GJ0705'
 GJ0705'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHELTON NO 1 1963,
 GJ0705'CEMENTED IN A DRILL HOLE IN A ROCK SHELF FORMING THE EAST SIDE OF
 GJ0705'THE BUTTE AND ABOUT 4 FEET LOWER THAN THE STATION.
 GJ0705'
 GJ0705'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHELTON NO 2 1963,
 GJ0705'CEMENTED IN A DRILL HOLE IN A ROCK SHELF FORMING THE WEST SIDE OF
 GJ0705'THE BUTTE AND ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0705'
 GJ0705'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SHELTON 1963, CEMENTED
 GJ0705'IN A DRILL HOLE IN A 1-1/2 BY 2 FOOT ROCK OUTCROP PROJECTING 3
 GJ0705'INCHES.  IT IS 57.8 FEET EAST AND ABOUT 20 FEET HIGHER THAN THE
 GJ0705'CENTERLINE OF THE HIGHWAY, 47.4 FEET NORTH OF A POWERLINE POLE
 GJ0705'NUMBERED 6 AND 10, 6.2 FEET WEST OF AN EAST RIGHT-OF-WAY FENCE
 GJ0705'AND 7.3 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0796 ***********************************************************************
 GH0796  DESIGNATION -  SHEPHERD
 GH0796  PID         -  GH0796
 GH0796  STATE/COUNTY-  OK/KINGFISHER
 GH0796  COUNTRY     -  US
 GH0796  USGS QUAD   -  HENNESSEY (2018)
 GH0796
 GH0796                         *CURRENT SURVEY CONTROL
 GH0796  ______________________________________________________________________
 GH0796* NAD 83(1993) POSITION- 36 07 00.94483(N) 097 58 30.43806(W)   ADJUSTED
 GH0796* NAVD 88 ORTHO HEIGHT -   368.49  (+/-2cm)     1209.0   (feet) VERTCON3
 GH0796  ______________________________________________________________________
 GH0796  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 GH0796  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 GH0796  HORZ ORDER      -  SECOND
 GH0796  VERT ORDER      -  THIRD ? (See Below)
 GH0796
 GH0796.The horizontal coordinates were established by classical geodetic methods
 GH0796.and adjusted by the National Geodetic Survey in November 1994.
 GH0796
 GH0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0796
 GH0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0796.GEOID18 height accuracy estimate available here.
 GH0796
 GH0796.The vertical order pertains to the NGVD 29 superseded value.
 GH0796
 GH0796.Click photographs - Photos may exist for this station.
 GH0796
 GH0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0796
 GH0796. The following values were computed from the NAD 83(1993) position.
 GH0796
 GH0796;                    North         East     Units Scale Factor Converg.
 GH0796;SPC OK N     -   123,926.645   602,239.683   MT  0.99994580   +0 00 52.9
 GH0796;SPC OK N     -   406,582.67  1,975,848.03   sFT  0.99994580   +0 00 52.9
 GH0796;UTM  14      - 3,997,403.998   592,234.810   MT  0.99970482   +0 36 14.9
 GH0796
 GH0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0796!SPC OK N     -   0.99994648  x   0.99994580  =   0.99989228
 GH0796!UTM  14      -   0.99994648  x   0.99970482  =   0.99965131
 GH0796
 GH0796:                Primary Azimuth Mark                     Grid Az
 GH0796:SPC OK N     -  SHEPHERD AZ MK                           267 28 19.7
 GH0796:UTM  14      -  SHEPHERD AZ MK                           266 52 57.7
 GH0796
 GH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9223497403(NAD 83)
 GH0796
 GH0796|---------------------------------------------------------------------|
 GH0796| PID    Reference Object                     Distance      Geod. Az  |
 GH0796|                                                           dddmmss.s |
 GH0796| GH0794 HENNESSEY MUNICIPAL WATER TANK      APPROX. 7.0 KM 0990642.5 |
 GH0796| CL5389 SHEPHERD RM 1                        48.715 METERS 12402     |
 GH0796| CL5388 SHEPHERD AZ MK                                     2672912.6 |
 GH0796| CL5390 SHEPHERD RM 2                        25.732 METERS 27359     |
 GH0796|---------------------------------------------------------------------|
 GH0796
 GH0796                          SUPERSEDED SURVEY CONTROL
 GH0796
 GH0796  NAD 83(1986)-  36 07 00.95019(N)    097 58 30.42514(W) AD(       ) 2
 GH0796  NAD 27      -  36 07 00.81770(N)    097 58 29.21331(W) AD(       ) 2
 GH0796  NGVD 29             368.32   (m)         1208.4    (f) LEVELING    3  
 GH0796
 GH0796.Superseded values are not recommended for survey control.
 GH0796
 GH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0796.See file dsdata.pdf to determine how the superseded data were derived.
 GH0796
 GH0796_MARKER: DS = TRIANGULATION STATION DISK
 GH0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0796_STAMPING: SHEPERD 1951
 GH0796_MARK LOGO: CGS
 GH0796_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0796+STABILITY: SURFACE MOTION
 GH0796
 GH0796  HISTORY     - Date     Condition        Report By
 GH0796  HISTORY     - 1951     MONUMENTED       CGS
 GH0796
 GH0796                          STATION DESCRIPTION
 GH0796
 GH0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0796'THE STATION IS LOCATED ABOUT 6 MILES EAST OF LACEY, ABOUT 5 MILES
 GH0796'WEST FROM HENNESSEY, 0.1 MILE WEST OF THE WAGGONER SERVICE STATION,
 GH0796'AND IS ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 51.  IT IS
 GH0796'SITUATED 41 FEET NORTH FROM THE CENTER OF THE HIGHWAY, 9 FEET SOUTH
 GH0796'OF THE FENCE LINE AND 3 FEET SOUTH OF A WITNESS POST.  IT IS
 GH0796'STAMPED SHEPHERD 1951 AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 GH0796'THE GROUND.
 GH0796'
 GH0796'REFERENCE MARK NO. 1 IS 54 FEET SOUTH FROM THE CENTER OF THE HIGHWAY.
 GH0796'IT IS STAMPED SHEPHERD NO 1 1951 AND PROJECTS 6 INCHES.
 GH0796'
 GH0796'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 50 FEET NORTH FROM THE
 GH0796'CENTER OF THE HIGHWAY.  IT IS STAMPED SHEPHERD NO 2 1951 AND PROJECT
 GH0796'4 INCHES.
 GH0796'
 GH0796'THE AZIMUTH MARK IS LOCATED 48 FEET SOUTH FROM THE CENTER OF THE
 GH0796'HIGHWAY, 1 FOOT NORTHEAST OF A POWER LINE POLE, AND 1 FOOT NORTH OF
 GH0796'A WITNESS POST.  IT IS STAMPED SHEPHERD 1951 AND PROJECTS 6 INCHES.
 GH0796'
 GH0796'TO REACH THE STATION FROM THE CROSSROAD (BETWEEN THE SCHOOL AND
 GH0796'STORE) IN LACEY, GO EAST ON STATE HIGHWAY 51 FOR 5.7 MILES TO THE
 GH0796'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY TO THE
 GH0796'TOP OF A RISE, 0.5 MILE, AND THE STATION ON THE LEFT AS DESCRIBED.
 GH0796'
 GH0796'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0927 ***********************************************************************
 EK0927  DESIGNATION -  SHERWOOD
 EK0927  PID         -  EK0927
 EK0927  STATE/COUNTY-  OK/MCCURTAIN
 EK0927  COUNTRY     -  US
 EK0927  USGS QUAD   -  BETHEL (2018)
 EK0927
 EK0927                         *CURRENT SURVEY CONTROL
 EK0927  ______________________________________________________________________
 EK0927* NAD 83(1993) POSITION- 34 21 17.25567(N) 094 46 31.63354(W)   ADJUSTED
 EK0927* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 EK0927  ______________________________________________________________________
 EK0927  GEOID HEIGHT    -        -30.351 (meters)                     GEOID18
 EK0927  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 EK0927  HORZ ORDER      -  FIRST
 EK0927
 EK0927.The horizontal coordinates were established by classical geodetic methods
 EK0927.and adjusted by the National Geodetic Survey in November 1994.
 EK0927
 EK0927.The orthometric height was scaled from a topographic map.
 EK0927
 EK0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0927.GEOID18 height accuracy estimate available here.
 EK0927
 EK0927.Click photographs - Photos may exist for this station.
 EK0927
 EK0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0927
 EK0927. The following values were computed from the NAD 83(1993) position.
 EK0927
 EK0927;                    North         East     Units Scale Factor Converg.
 EK0927;SPC OK S     -   118,041.143   896,587.696   MT  0.99994391   +1 49 49.1
 EK0927;SPC OK S     -   387,273.32  2,941,554.80   sFT  0.99994391   +1 49 49.1
 EK0927;UTM  15      - 3,802,923.813   336,715.933   MT  0.99992865   -1 00 07.7
 EK0927
 EK0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0927!SPC OK S     -   0.99993757  x   0.99994391  =   0.99988148
 EK0927!UTM  15      -   0.99993757  x   0.99992865  =   0.99986623
 EK0927
 EK0927:                Primary Azimuth Mark                     Grid Az
 EK0927:SPC OK S     -  SHERWOOD AZ MK                           338 24 32.2
 EK0927:UTM  15      -  SHERWOOD AZ MK                           341 14 29.0
 EK0927
 EK0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU3671502923(NAD 83)
 EK0927
 EK0927|---------------------------------------------------------------------|
 EK0927| PID    Reference Object                     Distance      Geod. Az  |
 EK0927|                                                           dddmmss.s |
 EK0927| CX6237 SHERWOOD RM 1                        17.950 METERS 08422     |
 EK0927| EK0897 HEE MTN LOOKOUT TOWER               APPROX.11.0 KM 0974532.5 |
 EK0927| EK0926 CARTER MT LOOKOUT TOWER             APPROX.11.6 KM 1802820.9 |
 EK0927| CX6238 SHERWOOD RM 2                        21.653 METERS 24655     |
 EK0927| CX6236 SHERWOOD AZ MK                                     3401421.3 |
 EK0927|---------------------------------------------------------------------|
 EK0927
 EK0927                          SUPERSEDED SURVEY CONTROL
 EK0927
 EK0927  NAD 83(1986)-  34 21 17.25906(N)    094 46 31.62447(W) AD(       ) 1
 EK0927  NAD 27      -  34 21 16.87900(N)    094 46 30.82500(W) AD(       ) 1
 EK0927
 EK0927.Superseded values are not recommended for survey control.
 EK0927
 EK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0927.See file dsdata.pdf to determine how the superseded data were derived.
 EK0927
 EK0927_MARKER: DS = TRIANGULATION STATION DISK
 EK0927_SETTING: 66 = SET IN ROCK OUTCROP
 EK0927_STAMPING: SHERWOOD 1952
 EK0927_MARK LOGO: CGS
 EK0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0927+STABILITY: POSITION/ELEVATION WELL
 EK0927
 EK0927  HISTORY     - Date     Condition        Report By
 EK0927  HISTORY     - 1952     MONUMENTED       CGS
 EK0927  HISTORY     - 1983     GOOD             OKDH
 EK0927
 EK0927                          STATION DESCRIPTION
 EK0927
 EK0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0927'STATION IS LOCATED ABOUT 3-3/4 MILES EAST SOUTHEAST OF BETHEL
 EK0927'ON THE SUMMIT OF AN EAST-WEST RIDGE WHICH IS THE HIGHEST POINT
 EK0927'IN THE VICINITY.  STATION IS 76 FEET NORTH OF THE APPROXIMATE
 EK0927'CENTERLINE OF ROAD, 16 FEET NORTH OF A TRIANGLE BLAZED OAK
 EK0927'TREE, 10 FEET NORTHWEST OF TRIANGLE BLAZED TREE, 10 FEET
 EK0927'SOUTHWEST OF TRIANGLE BLAZED TREE AND 10 FEET NORTHEAST OF
 EK0927'WITNESS POST.  THE DISK IS SET FLUSH IN OUTCROPPING ROCK
 EK0927'AND IS STAMPED SHERWOOD 1952.
 EK0927'
 EK0927'REFERENCE MARK NO. 1 IS 115 FEET NORTH OF THE APPROXIMATE
 EK0927'CENTERLINE OF ROAD.  THE DISK IS SET FLUSH IN OUTCROPPING
 EK0927'ROCK AND IS STAMPED SHERWOOD NO 1 1952.
 EK0927'
 EK0927'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE APPROXIMATE
 EK0927'CENTERLINE OF ROAD.  THE DISK IS SET FLUSH IN OUTCROPPING
 EK0927'ROCK AND IS STAMPED SHERWOOD NO 2 1952.
 EK0927'
 EK0927'AZIMUTH MARK IS 19 FEET WEST OF THE APPROXIMATE CENTERLINE
 EK0927'OF ROAD AND 3 FEET WEST OF WITNESS POST.  THE MARK PROJECTS
 EK0927'ABOUT 6 INCHES AND THE DISK IS STAMPED SHERWOOD 1952.
 EK0927'
 EK0927'TO REACH FROM THE POST OFFICE IN BETHEL GO SOUTHEASTERLY
 EK0927'ON STATE HIGHWAY 21 TOWARD BROKEN BOW FOR 1.45 MILE TO FOREST
 EK0927'SERVICE ROAD ON LEFT AND SIGN TURKEY CREEK TRAIL.  TURN LEFT
 EK0927'AND GO EASTERLY FOR 2.2 MILES TO ANGLING CROSSROADS.  CONTINUE
 EK0927'STRAIGHT AHEAD UP HILL FOR 1.05 MILE TO HIGHEST POINT AND
 EK0927'STATION ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.  TO REACH
 EK0927'AZIMUTH FROM ANGLING CROSSROADS GO NORTHERLY FOR 1.1 MILES
 EK0927'TO T INTERSECTION AND AZIMUTH MARK ON LEFT OR WEST SIDE OF
 EK0927'ROAD AS DESCRIBED.
 EK0927'
 EK0927'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EK0927
 EK0927                          STATION RECOVERY (1983)
 EK0927
 EK0927'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0927'SHERWOOD FOUND GOOD.
 EK0927'SHERWOOD NO. 1 FOUND GOOD.
 EK0927'SHERWOOD NO. 2 FOUND GOOD.
 EK0927'
 EK0927'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 3.4 MILES EAST
 EK0927'SOUTHEAST OF BETHEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1054 ***********************************************************************
 GH1054  FBN         -  This is a Federal Base Network Control Station.
 GH1054  DESIGNATION -  SHIDLER
 GH1054  PID         -  GH1054
 GH1054  STATE/COUNTY-  OK/OSAGE
 GH1054  COUNTRY     -  US
 GH1054  USGS QUAD   -  BURBANK (2018)
 GH1054
 GH1054                         *CURRENT SURVEY CONTROL
 GH1054  ______________________________________________________________________
 GH1054* NAD 83(2011) POSITION- 36 43 41.81511(N) 096 38 56.92109(W)   ADJUSTED
 GH1054* NAD 83(2011) ELLIP HT-   336.051 (meters)        (06/27/12)   ADJUSTED
 GH1054* NAD 83(2011) EPOCH   -  2010.00
 GH1054* NAVD 88 ORTHO HEIGHT -   364.7   (meters)     1197.    (feet) GPS OBS
 GH1054  ______________________________________________________________________
 GH1054  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GH1054  GEOID HEIGHT    -        -28.583 (meters)                     GEOID96
 GH1054  GEOID HEIGHT    -        -28.655 (meters)                     GEOID18
 GH1054  NAD 83(2011) X  -   -592,649.729 (meters)                     COMP
 GH1054  NAD 83(2011) Y  - -5,083,925.387 (meters)                     COMP
 GH1054  NAD 83(2011) Z  -  3,793,469.183 (meters)                     COMP
 GH1054  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 GH1054
 GH1054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1054  Standards:
 GH1054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1054  -------------------------------------------------------------------
 GH1054  NETWORK    0.50   1.02           0.22   0.19   0.52      0.09240118
 GH1054  -------------------------------------------------------------------
 GH1054  Click here for local accuracies and other accuracy information.
 GH1054
 GH1054.The horizontal coordinates were established by GPS observations
 GH1054.and adjusted by the National Geodetic Survey in June 2012.
 GH1054
 GH1054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1054.been affixed to the stable North American tectonic plate. See 
 GH1054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1054
 GH1054.The horizontal coordinates are valid at the epoch date displayed above
 GH1054.which is a decimal equivalence of Year/Month/Day.
 GH1054
 GH1054.The orthometric height was determined by GPS observations and a
 GH1054.high-resolution geoid model.
 GH1054
 GH1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1054.GEOID18 height accuracy estimate available here.
 GH1054
 GH1054.Click photographs - Photos may exist for this station.
 GH1054
 GH1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1054
 GH1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1054
 GH1054.The ellipsoidal height was determined by GPS observations
 GH1054.and is referenced to NAD 83.
 GH1054
 GH1054. The following values were computed from the NAD 83(2011) position.
 GH1054
 GH1054;                    North         East     Units Scale Factor Converg.
 GH1054;SPC OK N     -   192,603.011   720,663.677   MT  0.99999322   +0 47 49.9
 GH1054;SPC OK N     -   631,898.38  2,364,377.41   sFT  0.99999322   +0 47 49.9
 GH1054;UTM  14      - 4,067,306.830   709,928.715   MT  1.00014297   +1 24 22.9
 GH1054
 GH1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1054!SPC OK N     -   0.99994726  x   0.99999322  =   0.99994048
 GH1054!UTM  14      -   0.99994726  x   1.00014297  =   1.00009023
 GH1054
 GH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0992867306(NAD 83)
 GH1054
 GH1054                          SUPERSEDED SURVEY CONTROL
 GH1054
 GH1054  NAD 83(2007)-  36 43 41.81508(N)    096 38 56.92175(W) AD(2002.00) 0
 GH1054  ELLIP H (02/10/07)  336.067  (m)                       GP(2002.00)    
 GH1054  ELLIP H (06/09/00)  336.064  (m)                       GP(       ) 2 2
 GH1054  NAD 83(1993)-  36 43 41.81491(N)    096 38 56.92148(W) AD(       ) B
 GH1054  ELLIP H (05/09/94)  336.147  (m)                       GP(       ) 4 2
 GH1054  NAVD 88 (01/13/95)  364.8    (m)  UNKNOWN  model used  GPS OBS        
 GH1054  NAVD 88 (05/09/94)  364.8    (m)  GEOID93  model used  GPS OBS        
 GH1054
 GH1054.Superseded values are not recommended for survey control.
 GH1054
 GH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1054.See file dsdata.pdf to determine how the superseded data were derived.
 GH1054
 GH1054_MARKER: F = FLANGE-ENCASED ROD
 GH1054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1054_STAMPING: SHIDLER 1993
 GH1054_MARK LOGO: NGS
 GH1054_PROJECTION: FLUSH
 GH1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1054+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2022
 GH1054
 GH1054  HISTORY     - Date     Condition        Report By
 GH1054  HISTORY     - 1993     MONUMENTED       NGS
 GH1054  HISTORY     - 19990825 GOOD             NGS
 GH1054  HISTORY     - 20020930 GOOD             NGS
 GH1054  HISTORY     - 20030926 GOOD             OKDOT
 GH1054  HISTORY     - 20220322 GOOD             OKDOT
 GH1054
 GH1054                          STATION DESCRIPTION
 GH1054
 GH1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1054'STATION IS LOCATED ABOUT ABOUT 6 KM (3.70 MI) SOUTH OF SHIDLER, 6 KM
 GH1054'(3.70 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAY 60 AND STATE
 GH1054'HIGHWAYS 11 AND 18, ALONG HIGHWAYS 11 AND 18, ON THE RIGHT-OF-WAY, IN
 GH1054'A TRIANGULAR PARCEL OF GRASS CREATED BY JUNCTION OF HIGHWAY AND A Y
 GH1054'GRAVEL ROAD ON WEST SIDE OF LARGE GRASS PASTURE WITH OIL WELLS, ON
 GH1054'TOP OF A HIGH RIDGE, IN THE SOUTHWEST 1/4 OF SECTION 17, T 26 N, R 6
 GH1054'E. OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GH1054'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 18 IN SHIDLER, GO
 GH1054'SOUTH ON HIGHWAYS 11 AND 18 FOR 3.80 KM (2.35 MI) TO THE BRIDGE OVER
 GH1054'SALT CREEK.  CONTINUE AHEAD FOR 2.46 KM (1.50 MI) TO THE DIRT
 GH1054'CROSSROAD AT TOP OF LONG GRADE AND STATION ON THE RIGHT.  NOTE--THIS
 GH1054'POINT IS 7.72 KM (4.80 MI) VIA ROAD FROM THE JUNCTION OF HIGHWAYS 11,
 GH1054'18 AND 60.
 GH1054'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN
 GH1054'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 GH1054'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 12.6
 GH1054'M (41.3 FT) NORTHWEST OF, AND LEVEL WITH, THE HIGHWAY CENTER, 10.1 M
 GH1054'(33.1 FT) EAST-NORTHEAST OF THE SOUTHERN GRAVEL ROAD CENTER, 11.6 M
 GH1054'(38.1 FT) SOUTHWEST OF THE NORTHERN GRAVEL ROAD CENTER, 0.8 M
 GH1054'(2.6 FT) NORTHEAST OF A STEEL WITNESS POST, 0.8 M (2.6 FT) SOUTHWEST
 GH1054'OF A STEEL WITNESS POST, 0.8 M (2.6 FT) NORTHWEST OF A STEEL WITNESS
 GH1054'POST, 9.0 M (29.5 FT) WEST-SOUTHWEST OF STOP SIGN ON A STEEL POST,
 GH1054'15.4 M (50.5 FT) EAST-NORTHEAST OF A LARGE ROCKPILE FENCE BRACE POST
 GH1054'ACROSS SOUTHERN GRAVEL ROAD, 0.7 M (2.3 FT) EAST-NORTHEAST OF A
 GH1054'WOODEN POST PROJECTING 1.4 M (4.6 FT) AND 0.7 M (2.3 FT)
 GH1054'WEST-SOUTHWEST OF A WOODEN POST PROJECTING 1.2 M.
 GH1054
 GH1054                          STATION RECOVERY (1999)
 GH1054
 GH1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GH1054'RECOVERED AS DESCRIBED.
 GH1054
 GH1054                          STATION RECOVERY (2002)
 GH1054
 GH1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GH1054'RECOVERED AS DESCRIBED.  LOCATED 19.0  FEET (5.8 METERS) WEST OF A
 GH1054'ROAD SIGN (CR 4643).
 GH1054'NOTE--FENCE BRACE POST IS NOW GONE.
 GH1054
 GH1054                          STATION RECOVERY (2003)
 GH1054
 GH1054'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GSR)
 GH1054'RECOVERED IN GOOD CONDITION.
 GH1054
 GH1054                          STATION RECOVERY (2022)
 GH1054
 GH1054'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BRE)
 GH1054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1002 ***********************************************************************
 GH1002  DESIGNATION -  SHIDLER MUNICIPAL TANK
 GH1002  PID         -  GH1002
 GH1002  STATE/COUNTY-  OK/OSAGE
 GH1002  COUNTRY     -  US
 GH1002  USGS QUAD   -  SHIDLER (2018)
 GH1002
 GH1002                         *CURRENT SURVEY CONTROL
 GH1002  ______________________________________________________________________
 GH1002* NAD 83(1997) POSITION- 36 46 50.99166(N) 096 39 46.79650(W)   ADJUSTED
 GH1002  ______________________________________________________________________
 GH1002  GEOID HEIGHT    -        -28.745 (meters)                     GEOID18
 GH1002  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 GH1002  HORZ ORDER      -  THIRD
 GH1002
 GH1002.The horizontal coordinates were established by classical geodetic methods
 GH1002.and adjusted by the National Geodetic Survey in October 1998.
 GH1002
 GH1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1002.GEOID18 height accuracy estimate available here.
 GH1002
 GH1002.Click photographs - Photos may exist for this station.
 GH1002
 GH1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1002
 GH1002. The following values were computed from the NAD 83(1997) position.
 GH1002
 GH1002;                    North         East     Units Scale Factor Converg.
 GH1002;SPC OK N     -   198,416.843   719,345.933   MT  1.00000262   +0 47 20.5
 GH1002;SPC OK N     -   650,972.59  2,360,054.12   sFT  1.00000262   +0 47 20.5
 GH1002;UTM  14      - 4,073,107.124   708,548.957   MT  1.00013585   +1 23 59.3
 GH1002
 GH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0854873107(NAD 83)
 GH1002
 GH1002                          SUPERSEDED SURVEY CONTROL
 GH1002
 GH1002  NAD 83(1993)-  36 46 50.99138(N)    096 39 46.79648(W) AD(       ) 3
 GH1002  NAD 83(1986)-  36 46 51.00682(N)    096 39 46.78328(W) AD(       ) 3
 GH1002  NAD 27      -  36 46 50.88032(N)    096 39 45.66692(W) AD(       ) 3
 GH1002
 GH1002.Superseded values are not recommended for survey control.
 GH1002
 GH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1002.See file dsdata.pdf to determine how the superseded data were derived.
 GH1002
 GH1002_MARKER: 51 = TANK
 GH1002
 GH1002  HISTORY     - Date     Condition        Report By
 GH1002  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH1002
 GH1002                          STATION DESCRIPTION
 GH1002
 GH1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1002'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL STEEL WATER TANK
 GH1002'LOCATED IN THE SOUTHEAST PART OF TOWN OF SHIDLER.  TANK IS
 GH1002'ABOUT 75 FEET HIGH.
 GH1002'
 GH1002'OBSERVED UPON FROM STATIONS COOPER, WARREN, KAW, BURBANK,
 GH1002'OSAGE AND EVANS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1086 ***********************************************************************
 FJ1086  DESIGNATION -  SHIELDS
 FJ1086  PID         -  FJ1086
 FJ1086  STATE/COUNTY-  OK/LOGAN
 FJ1086  COUNTRY     -  US
 FJ1086  USGS QUAD   -  NAVINA (2018)
 FJ1086
 FJ1086                         *CURRENT SURVEY CONTROL
 FJ1086  ______________________________________________________________________
 FJ1086* NAD 83(1993) POSITION- 35 50 30.62763(N) 097 30 09.42290(W)   ADJUSTED
 FJ1086* NAVD 88 ORTHO HEIGHT -   339.    (meters)     1112.    (feet) SCALED
 FJ1086  ______________________________________________________________________
 FJ1086  GEOID HEIGHT    -        -27.580 (meters)                     GEOID18
 FJ1086  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 FJ1086  HORZ ORDER      -  SECOND
 FJ1086
 FJ1086.The horizontal coordinates were established by classical geodetic methods
 FJ1086.and adjusted by the National Geodetic Survey in November 1994.
 FJ1086
 FJ1086.The orthometric height was scaled from a topographic map.
 FJ1086
 FJ1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1086.GEOID18 height accuracy estimate available here.
 FJ1086
 FJ1086.Click photographs - Photos may exist for this station.
 FJ1086
 FJ1086.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1086
 FJ1086. The following values were computed from the NAD 83(1993) position.
 FJ1086
 FJ1086;                    North         East     Units Scale Factor Converg.
 FJ1086;SPC OK N     -    93,519.533   644,933.289   MT  0.99996146   +0 17 36.7
 FJ1086;SPC OK N     -   306,822.00  2,115,918.63   sFT  0.99996146   +0 17 36.7
 FJ1086;UTM  14      - 3,967,441.380   635,229.363   MT  0.99982534   +0 52 36.9
 FJ1086
 FJ1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1086!SPC OK N     -   0.99995110  x   0.99996146  =   0.99991256
 FJ1086!UTM  14      -   0.99995110  x   0.99982534  =   0.99977645
 FJ1086
 FJ1086:                Primary Azimuth Mark                     Grid Az
 FJ1086:SPC OK N     -  SHIELDS AZ MK                            088 55 28.8
 FJ1086:UTM  14      -  SHIELDS AZ MK                            088 20 28.6
 FJ1086
 FJ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3522967441(NAD 83)
 FJ1086
 FJ1086|---------------------------------------------------------------------|
 FJ1086| PID    Reference Object                     Distance      Geod. Az  |
 FJ1086|                                                           dddmmss.s |
 FJ1086| FJ0889 GUTHRIE WEST MUNICIPAL TANK         APPROX. 6.3 KM 0515141.5 |
 FJ1086| CL5396 SHIELDS RM 2                         19.620 METERS 08909     |
 FJ1086| CL5394 SHIELDS AZ MK                                      0891305.5 |
 FJ1086| CL5395 SHIELDS RM 1                         17.373 METERS 35146     |
 FJ1086|---------------------------------------------------------------------|
 FJ1086
 FJ1086                          SUPERSEDED SURVEY CONTROL
 FJ1086
 FJ1086  NAD 83(1986)-  35 50 30.63456(N)    097 30 09.40659(W) AD(       ) 2
 FJ1086  NAD 27      -  35 50 30.46209(N)    097 30 08.25470(W) AD(       ) 2
 FJ1086
 FJ1086.Superseded values are not recommended for survey control.
 FJ1086
 FJ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1086.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1086
 FJ1086_MARKER: DS = TRIANGULATION STATION DISK
 FJ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1086_STAMPING: SHIELDS 1954
 FJ1086_MARK LOGO: CGS
 FJ1086_PROJECTION: PROJECTING 10 CENTIMETERS
 FJ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1086+STABILITY: SURFACE MOTION
 FJ1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1086+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 FJ1086
 FJ1086  HISTORY     - Date     Condition        Report By
 FJ1086  HISTORY     - 1954     MONUMENTED       CGS
 FJ1086  HISTORY     - 1960     GOOD             CGS
 FJ1086  HISTORY     - 1968     GOOD             OKDH
 FJ1086  HISTORY     - 1968     GOOD             CGS
 FJ1086  HISTORY     - 1989     GOOD             USPSQD
 FJ1086  HISTORY     - 20130710 GOOD             INDIV
 FJ1086
 FJ1086                          STATION DESCRIPTION
 FJ1086
 FJ1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1086'THE STATION IS ABOUT 9 MILES SOUTHEAST OF CRESCENT, 5 MILES
 FJ1086'WEST-SOUTHWEST OF GUTHRIE, NEAR THE NORTHEAST CORNER OF THE
 FJ1086'NORTHEAST 1/4 OF SEC. 27, T 16 N., R 3 W., IN THE SOUTH
 FJ1086'RIGHT-OF-WAY FENCE LINE OF A SECTION LINE ROAD.
 FJ1086'
 FJ1086'TO REACH FROM THE INTERSECTION OF NOBLE AVENUE AND NORTH
 FJ1086'DIVISION STREET IN GUTHRIE, GO WEST ON NOBLE AVENUE AND
 FJ1086'STATE HIGHWAY 33 FOR 3.25 MILES TO A CROSSROAD, TURN LEFT,
 FJ1086'SOUTH, GO 2 MILES TO A CROSSROAD, TURN RIGHT, WEST, GO 0.55 MILE
 FJ1086'TO A FARMHOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 FJ1086'CONTINUE STRAIGHT AHEAD FOR 0.85 MILE TO TWO RIGHT-OF-WAY
 FJ1086'FENCE LINE GATES AND THE STATION SITE.
 FJ1086'
 FJ1086'THE STATION MARK, 28 FEET SOUTH OF THE CENTER OF A SECTION
 FJ1086'LINE ROAD, 28 FEET EAST OF THE EAST END OF A WIRE GATE, 9
 FJ1086'FEET WEST OF A WHITE POST, IN THE SOUTH RIGHT-OF-WAY FENCE
 FJ1086'LINE, PROJECTS 4 INCHES AND THE DISK IS STAMPED SHIELDS
 FJ1086'1954.
 FJ1086'
 FJ1086'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 38 FEET EAST
 FJ1086'OF THE EAST END OF A WIRE GATE, 29 FEET NORTH OF THE CENTER
 FJ1086'OF A SECTION LINE ROAD, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 FJ1086'FENCE LINE, IT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FJ1086'SHIELDS NO 1 1954.
 FJ1086'
 FJ1086'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 27 FEET SOUTH
 FJ1086'OF THE CENTER OF A SECTION LINE ROAD, 2 FEET NORTH OF THE
 FJ1086'SOUTH RIGHT-OF-WAY FENCE LINE, IT PROJECTS 4 INCHES AND THE
 FJ1086'DISK IS STAMPED SHIELDS NO 2 1954.
 FJ1086'
 FJ1086'THE AZIMUTH MARK, APPROXIMATELY 0.85 MILE EAST OF THE STATION,
 FJ1086'44 FEET NORTH OF THE CENTER OF A SECTION LINE ROAD, 17 FEET
 FJ1086'NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 3 FEET WEST OF
 FJ1086'A POWER LINE TRANSFORMER POLE, 2 FEET WEST OF A WHITE POST,
 FJ1086'PROJECTS 4 INCHES AND THE DISK IS STAMPED SHIELDS 1954.
 FJ1086'
 FJ1086'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 FJ1086
 FJ1086                          STATION RECOVERY (1960)
 FJ1086
 FJ1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JFD)
 FJ1086'STATION RECOVERED IN GOOD CONDITION.
 FJ1086
 FJ1086                          STATION RECOVERY (1968)
 FJ1086
 FJ1086'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPW)
 FJ1086'SHIELDS 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1086'
 FJ1086'SHIELDS NO. 1 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1086'
 FJ1086'SHIELDS NO. 2 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1086'
 FJ1086'SHIELDS 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION
 FJ1086'AS DESCRIBED.
 FJ1086
 FJ1086                          STATION RECOVERY (1968)
 FJ1086
 FJ1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1086'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 FJ1086'2, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE
 FJ1086'1954 DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 FJ1086'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 FJ1086'
 FJ1086'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 FJ1086'
 FJ1086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ1086'5 MILES WEST-SOUTHWEST OF GUTHRIE.
 FJ1086
 FJ1086                          STATION RECOVERY (1989)
 FJ1086
 FJ1086'RECOVERY NOTE BY US POWER SQUADRON 1989 (CSF)
 FJ1086'RECOVERED IN GOOD CONDITION.
 FJ1086
 FJ1086                          STATION RECOVERY (2013)
 FJ1086
 FJ1086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (MK)
 FJ1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1280 ***********************************************************************
 DN1280  DESIGNATION -  SHIG
 DN1280  PID         -  DN1280
 DN1280  STATE/COUNTY-  OK/LOVE
 DN1280  COUNTRY     -  US
 DN1280  USGS QUAD   -  MARIETTA WEST (2019)
 DN1280
 DN1280                         *CURRENT SURVEY CONTROL
 DN1280  ______________________________________________________________________
 DN1280* NAD 83(1993) POSITION- 33 58 26.93454(N) 097 11 14.15855(W)   ADJUSTED
 DN1280* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 DN1280  ______________________________________________________________________
 DN1280  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 DN1280  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 DN1280  HORZ ORDER      -  FIRST
 DN1280
 DN1280.The horizontal coordinates were established by classical geodetic methods
 DN1280.and adjusted by the National Geodetic Survey in November 1994.
 DN1280
 DN1280.The orthometric height was scaled from a topographic map.
 DN1280
 DN1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1280.GEOID18 height accuracy estimate available here.
 DN1280
 DN1280.Click photographs - Photos may exist for this station.
 DN1280
 DN1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1280
 DN1280. The following values were computed from the NAD 83(1993) position.
 DN1280
 DN1280;                    North         East     Units Scale Factor Converg.
 DN1280;SPC OK S     -    71,384.218   675,105.575   MT  0.99999223   +0 27 40.8
 DN1280;SPC OK S     -   234,199.72  2,214,908.87   sFT  0.99999223   +0 27 40.8
 DN1280;SPC TXNC     - 2,256,647.390   721,310.449   MT  1.00000210   +0 42 57.4
 DN1280;SPC TXNC     - 7,403,683.98  2,366,499.36   sFT  1.00000210   +0 42 57.4
 DN1280;UTM  14      - 3,760,770.291   667,463.300   MT  0.99994572   +1 00 47.6
 DN1280
 DN1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1280!SPC OK S     -   0.99995793  x   0.99999223  =   0.99995016
 DN1280!SPC TXNC     -   0.99995793  x   1.00000210  =   0.99996003
 DN1280!UTM  14      -   0.99995793  x   0.99994572  =   0.99990365
 DN1280
 DN1280:                Primary Azimuth Mark                     Grid Az
 DN1280:SPC OK S     -  SHIG AZ MK                               177 20 24.3
 DN1280:SPC TXNC     -  SHIG AZ MK                               177 05 07.7
 DN1280:UTM  14      -  SHIG AZ MK                               176 47 17.5
 DN1280
 DN1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6746360770(NAD 83)
 DN1280
 DN1280|---------------------------------------------------------------------|
 DN1280| PID    Reference Object                     Distance      Geod. Az  |
 DN1280|                                                           dddmmss.s |
 DN1280| CY2274 SHIG RM 1                            26.340 METERS 02642     |
 DN1280| DN1274 MARIETTA TEX WATER CO WTR TANK      APPROX. 7.5 KM 1234139.5 |
 DN1280| CY2273 SHIG AZ MK                                         1774805.1 |
 DN1280| CY2275 SHIG RM 2                            29.580 METERS 30550     |
 DN1280|---------------------------------------------------------------------|
 DN1280
 DN1280                          SUPERSEDED SURVEY CONTROL
 DN1280
 DN1280  NAD 83(1986)-  33 58 26.93931(N)    097 11 14.14984(W) AD(       ) 1
 DN1280  NAD 27      -  33 58 26.58070(N)    097 11 13.09880(W) AD(       ) 1
 DN1280
 DN1280.Superseded values are not recommended for survey control.
 DN1280
 DN1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1280.See file dsdata.pdf to determine how the superseded data were derived.
 DN1280
 DN1280_MARKER: DS = TRIANGULATION STATION DISK
 DN1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1280_STAMPING: SHIG 1954
 DN1280_MARK LOGO: CGS
 DN1280_PROJECTION: FLUSH
 DN1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1280+STABILITY: SURFACE MOTION
 DN1280
 DN1280  HISTORY     - Date     Condition        Report By
 DN1280  HISTORY     - 1954     MONUMENTED       CGS
 DN1280
 DN1280                          STATION DESCRIPTION
 DN1280
 DN1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 DN1280'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF MARIETTA,
 DN1280'110 FEET EAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARM HOUSE,
 DN1280'92 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 22 FEET SOUTH
 DN1280'OF THE CENTER OF A DRIVEWAY AND 11 FEET NORTH OF A WITNESS
 DN1280'POST.  IT IS SET FLUSH AND IS STAMPED SHIG 1954.
 DN1280'
 DN1280'REFERENCE MARK NO. 1 IS 57 FEET NORTH OF THE CENTER OF A
 DN1280'DRIVEWAY, 55 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 DN1280'28 FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER ON IT
 DN1280'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH
 DN1280'AND IS STAMPED SHIG NO 1 1954.
 DN1280'
 DN1280'REFERENCE MARK NO. 2 IS 41 FEET NORTHEAST OF THE NORTHEAST CORNER
 DN1280'OF THE HOUSE AND 1 FOOT SOUTHEAST OF A POWER LINE POLE.  IT IS SET
 DN1280'FLUSH AND IS STAMPED SHIG NO 2 1954.
 DN1280'
 DN1280'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF A GRAVELED
 DN1280'ROAD, 2 FEET NORTHWEST OF A WITNESS POST AND 1.5 FEET WEST
 DN1280'OF A T FENCE CORNER.  IT PROJECTS 5 INCHES AND IS STAMPED
 DN1280'SHIG 1954.
 DN1280'
 DN1280'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA GO
 DN1280'WEST ON STATE HIGHWAYS 32 AND 199 FOR 0.45 MILE TO THE JUNCTION
 DN1280'WITH U.S. HIGHWAY 77, TURN RIGHT AND GO NORTH AND WEST ON
 DN1280'STATE HIGHWAY 32 FOR 3.5 MILES TO A CROSSROAD AND CHURCH ON
 DN1280'THE LEFT.  TURN RIGHT AND FOLLOW GRAVELED ROAD NORTH FOR
 DN1280'1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 DN1280'ON THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION AND REFERENCE
 DN1280'MARKS ON THE LEFT AS DESCRIBED.
 DN1280'
 DN1280'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0826 ***********************************************************************
 GG0826  DESIGNATION -  SHIPPEY
 GG0826  PID         -  GG0826
 GG0826  STATE/COUNTY-  OK/TULSA
 GG0826  COUNTRY     -  US
 GG0826  USGS QUAD   -  BROKEN ARROW (2019)
 GG0826
 GG0826                         *CURRENT SURVEY CONTROL
 GG0826  ______________________________________________________________________
 GG0826* NAD 83(1993) POSITION- 36 03 33.97942(N) 095 46 51.57484(W)   ADJUSTED
 GG0826* NAVD 88 ORTHO HEIGHT -   268.    (meters)      879.    (feet) SCALED
 GG0826  ______________________________________________________________________
 GG0826  GEOID HEIGHT    -        -29.130 (meters)                     GEOID18
 GG0826  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 GG0826  HORZ ORDER      -  FIRST
 GG0826
 GG0826.The horizontal coordinates were established by classical geodetic methods
 GG0826.and adjusted by the National Geodetic Survey in November 1994.
 GG0826
 GG0826.The orthometric height was scaled from a topographic map.
 GG0826
 GG0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0826.GEOID18 height accuracy estimate available here.
 GG0826
 GG0826.Click photographs - Photos may exist for this station.
 GG0826
 GG0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0826
 GG0826. The following values were computed from the NAD 83(1993) position.
 GG0826
 GG0826;                    North         East     Units Scale Factor Converg.
 GG0826;SPC OK N     -   119,832.016   799,895.643   MT  0.99994718   +1 18 34.3
 GG0826;SPC OK N     -   393,148.87  2,624,324.29   sFT  0.99994718   +1 18 34.3
 GG0826;UTM  15      - 3,994,120.988   249,513.476   MT  1.00037318   -1 38 16.1
 GG0826
 GG0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0826!SPC OK N     -   0.99996249  x   0.99994718  =   0.99990967
 GG0826!UTM  15      -   0.99996249  x   1.00037318  =   1.00033566
 GG0826
 GG0826:                Primary Azimuth Mark                     Grid Az
 GG0826:SPC OK N     -  BROKEN ARROW MUNICIPAL TANK              218 09 11.7
 GG0826:UTM  15      -  BROKEN ARROW MUNICIPAL TANK              221 06 02.1
 GG0826
 GG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4951394120(NAD 83)
 GG0826
 GG0826|---------------------------------------------------------------------|
 GG0826| PID    Reference Object                     Distance      Geod. Az  |
 GG0826|                                                           dddmmss.s |
 GG0826| CI2320 SHIPPEY RM 3                         14.819 METERS 09452     |
 GG0826| CI2316 SHIPPEY AZ MK                                      1673905.3 |
 GG0826| CI2317 SHIPPEY AZ MK 2                                    1704129.4 |
 GG0826| CI2318 SHIPPEY RM 1                         29.023 METERS 19656     |
 GG0826| GG0827 BROKEN ARROW MUNICIPAL TANK         APPROX. 1.2 KM 2192746.0 |
 GG0826| CI2319 SHIPPEY RM 2                         36.663 METERS 28543     |
 GG0826| GG0837 TULSA PHILTOWER CENTER OF TOP       APPROX.21.3 KM 2985406.2 |
 GG0826| GG0841 TULSA NATL BANK BLDG UPPER TWR      APPROX.21.5 KM 2990028.5 |
 GG0826| GG0839 TULSA BAPTIST CHURCH SPIRE          APPROX.17.9 KM 3011539.8 |
 GG0826| GG0832 TULSA FAIRGRNDS SE OIL DERRICK      APPROX.15.8 KM 3013231.6 |
 GG0826| GG0836 TULSA FAIRGRNDS NW OIL DERRICK      APPROX.15.9 KM 3013502.0 |
 GG0826| GG0833 TULSA SPARTON AIRCRAFT CO TANK      APPROX.17.5 KM 3205021.5 |
 GG0826| GG0825 TULSA STATION KVOO W RAD MAST       APPROX.10.0 KM 3454552.4 |
 GG0826| GG0823 TULSA STATION KVOO E RAD MAST       APPROX. 9.9 KM 3462928.4 |
 GG0826|---------------------------------------------------------------------|
 GG0826
 GG0826                          SUPERSEDED SURVEY CONTROL
 GG0826
 GG0826  NAD 83(1986)-  36 03 34.00382(N)    095 46 51.55906(W) AD(       ) 1
 GG0826  NAD 27      -  36 03 33.64100(N)    095 46 50.61100(W) AD(       ) 1
 GG0826
 GG0826.Superseded values are not recommended for survey control.
 GG0826
 GG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0826.See file dsdata.pdf to determine how the superseded data were derived.
 GG0826
 GG0826_MARKER: DS = TRIANGULATION STATION DISK
 GG0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0826_STAMPING: SHIPPEY 1934
 GG0826_MARK LOGO: CGS
 GG0826_PROJECTION: FLUSH
 GG0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0826+STABILITY: SURFACE MOTION
 GG0826
 GG0826  HISTORY     - Date     Condition        Report By
 GG0826  HISTORY     - 1934     MONUMENTED       CGS
 GG0826  HISTORY     - 1970     GOOD             NGS
 GG0826  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 GG0826
 GG0826                          STATION DESCRIPTION
 GG0826
 GG0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0826'STATION IS 0.6 MILE N AND 0.6 MILE E OF THE FIRST NATIONAL
 GG0826'BANK OF BROKEN ARROW, ON A PROMINENT GRASS-COVERED HILL IN
 GG0826'THE NE CORNER OF THE NE 1/4 SEC. 11 IN T 18 N, R 14 E, ON
 GG0826'LAND OWNED BY DR. SHIPPEY, WHO IS A DENTIST IN BROKEN ARROW.
 GG0826'
 GG0826'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 GG0826'DISKS SET IN CONCRETE.
 GG0826'
 GG0826'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 GG0826'IN DEPRESSIONS IN OUTCROPPING BEDROCKS.
 GG0826'
 GG0826'AZIMUTH MARK IS SSE OF STATION, .75 MILE AT THE INTERSECTION
 GG0826'OF THE PAVEMENT WITH A T-ROAD TO THE W.  MARK IS SET 65 FEET
 GG0826'NW OF THE INTERSECTION.
 GG0826'
 GG0826'TO REACH STATION, GO N FROM FIRST NATIONAL BANK IN BROKEN
 GG0826'ARROW 0.6 MILE ON PAVED ROAD TO A T-FORK IN PAVEMENT.  THEN
 GG0826'TURN RIGHT AND GO E 0.6 MILE ON PAVED ROAD TO WHERE PAVEMENT
 GG0826'BEGINS TO TURN N.  THEN LEAVE PAVEMENT AND TURN RIGHT (S)
 GG0826'TO TOP OF HILL.  STATION IS ON THE E END OF THE HILL.
 GG0826'
 GG0826'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 GG0826
 GG0826                          STATION RECOVERY (1970)
 GG0826
 GG0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GG0826'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 GG0826'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED WHEN
 GG0826'A NEW TANK WAS BUILT ON TOP OF THE HILL.  THE AZIMUTH MARK WAS
 GG0826'SEARCHED FOR BUT NOT FOUND AND ALL INDICATION SHOW THE MARK
 GG0826'HAS BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE
 GG0826'MARK NO. 1 CHECKED.
 GG0826'
 GG0826'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 GG0826'
 GG0826'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 GG0826'AND EAST KENOSHA STREET AT THE NORTH SIDE OF BROKEN ARROW,
 GG0826'GO EAST ON EAST KENOSHA STREET FOR 0.4 MILE TO A GATE ON
 GG0826'THE RIGHT.  PASS THROUGH THE GATE AND GO SOUTH AND EAST
 GG0826'ON A BLADED ROAD FOR 0.45 MILE TO THE TOP OF KNOLL AND THE
 GG0826'STATION AT THE EAST SIDE OF THE WATER TANK.
 GG0826'
 GG0826'STATION MARK, A STANDARD DISK STAMPED SHIPPEY 1934, IS SET
 GG0826'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 GG0826'SURFACE OF THE GROUND.  IT IS 84.5 FEET NORTH-NORTHEAST OF
 GG0826'THE SOUTHEAST CORNER OF CYCLONE FENCE AROUND THE WATER TANK,
 GG0826'27 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE,
 GG0826'8.5 FEET EAST OF THE FENCE, AND 8 FEET EAST OF A METAL WITNESS
 GG0826'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 GG0826'
 GG0826'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHIPPEY NO.
 GG0826'1 1934, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GG0826'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET
 GG0826'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE AND
 GG0826'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 GG0826'
 GG0826'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SHIPPEY 1934
 GG0826'NO. 3 1970, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GG0826'BEDROCK WHICH PROJECTS 1 INCH.  IT IS 59.5 FEET EAST-SOUTHEAST
 GG0826'OF THE NORTHEAST CORNER OF THE FENCE AND ABOUT 4 FEET LOWER
 GG0826'IN ELEVATION THAN THE STATION.
 GG0826'
 GG0826'AZIMUTH MARK, A STANDARD DISK STAMPED SHIPPEY 1934 1970,
 GG0826'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A SIDEWALK AT THE
 GG0826'NORTHEAST SIDE OF THE BROKEN ARROW HIGH SCHOOL.  IT IS 31.5 FEET
 GG0826'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL, 11
 GG0826'FEET WEST OF THE EAST EDGE OF THE SIDEWALK AT THE EAST SIDE
 GG0826'OF THE SCHOOL, AND 0.6 FEET NORTH OF THE SOUTH EDGE OF THE
 GG0826'SIDEWALK LEADING TO THE NORTH ENTRANCE TO THE SCHOOL.
 GG0826'
 GG0826'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED IN THE TO
 GG0826'REACH, GO EAST ON EAST KENOSHA STREET FOR 0.3 MILE TO NORTH
 GG0826'9TH STREET.  TURN RIGHT AND GO SOUTH ON NORTH 9TH STREET
 GG0826'FOR 0.45 MILE TO THE SCHOOL AND THE MARK ON THE RIGHT.
 GG0826'
 GG0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GG0826'3/4 MILE NE OF BROKEN ARROW.
 GG0826
 GG0826                          STATION RECOVERY (1986)
 GG0826
 GG0826'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0826'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1358 ***********************************************************************
 DM1358  DESIGNATION -  SHOAT
 DM1358  PID         -  DM1358
 DM1358  STATE/COUNTY-  OK/CHOCTAW
 DM1358  COUNTRY     -  US
 DM1358  USGS QUAD   -  SHOALS (2018)
 DM1358
 DM1358                         *CURRENT SURVEY CONTROL
 DM1358  ______________________________________________________________________
 DM1358* NAD 83(1993) POSITION- 33 59 00.41774(N) 095 25 34.99397(W)   ADJUSTED
 DM1358* NAVD 88 ORTHO HEIGHT -   170.    (meters)      558.    (feet) SCALED
 DM1358  ______________________________________________________________________
 DM1358  GEOID HEIGHT    -        -28.879 (meters)                     GEOID18
 DM1358  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 DM1358  HORZ ORDER      -  FIRST
 DM1358
 DM1358.The horizontal coordinates were established by classical geodetic methods
 DM1358.and adjusted by the National Geodetic Survey in November 1994.
 DM1358
 DM1358.The orthometric height was scaled from a topographic map.
 DM1358
 DM1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1358.GEOID18 height accuracy estimate available here.
 DM1358
 DM1358.Click photographs - Photos may exist for this station.
 DM1358
 DM1358.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1358
 DM1358. The following values were computed from the NAD 83(1993) position.
 DM1358
 DM1358;                    North         East     Units Scale Factor Converg.
 DM1358;SPC OK S     -    75,144.940   837,780.752   MT  0.99999053   +1 27 39.0
 DM1358;SPC OK S     -   246,538.02  2,748,619.02   sFT  0.99999053   +1 27 39.0
 DM1358;SPC TXNC     - 2,261,075.556   883,970.943   MT  1.00000472   +1 40 34.8
 DM1358;SPC TXNC     - 7,418,212.05  2,900,161.34   sFT  1.00000472   +1 40 34.8
 DM1358;UTM  15      - 3,762,974.622   275,859.618   MT  1.00021935   -1 21 24.5
 DM1358
 DM1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1358!SPC OK S     -   0.99997784  x   0.99999053  =   0.99996837
 DM1358!SPC TXNC     -   0.99997784  x   1.00000472  =   0.99998256
 DM1358!UTM  15      -   0.99997784  x   1.00021935  =   1.00019718
 DM1358
 DM1358:                Primary Azimuth Mark                     Grid Az
 DM1358:SPC OK S     -  HUGO RADIO STATION KIHN MAST             290 53 43.5
 DM1358:SPC TXNC     -  HUGO RADIO STATION KIHN MAST             290 40 47.7
 DM1358:UTM  15      -  HUGO RADIO STATION KIHN MAST             293 42 47.0
 DM1358
 DM1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7585962974(NAD 83)
 DM1358
 DM1358|---------------------------------------------------------------------|
 DM1358| PID    Reference Object                     Distance      Geod. Az  |
 DM1358|                                                           dddmmss.s |
 DM1358| CY2280 SHOAT RM 1                           25.048 METERS 12433     |
 DM1358| CY2279 SHOAT AZ MK                                        2712951.4 |
 DM1358| CY2281 SHOAT RM 2                           25.438 METERS 28142     |
 DM1358| EK0982 HUGO RADIO STA KKC 846 MAST         APPROX. 9.7 KM 2914325.0 |
 DM1358| EK0978 HUGO RADIO STATION KIHN MAST        APPROX. 6.3 KM 2922122.5 |
 DM1358|---------------------------------------------------------------------|
 DM1358
 DM1358                          SUPERSEDED SURVEY CONTROL
 DM1358
 DM1358  NAD 83(1986)-  33 59 00.42335(N)    095 25 34.98330(W) AD(       ) 1
 DM1358  NAD 27      -  33 59 00.04100(N)    095 25 34.13800(W) AD(       ) 1
 DM1358
 DM1358.Superseded values are not recommended for survey control.
 DM1358
 DM1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1358.See file dsdata.pdf to determine how the superseded data were derived.
 DM1358
 DM1358_MARKER: DS = TRIANGULATION STATION DISK
 DM1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1358_STAMPING: SHOAT 1951
 DM1358_MARK LOGO: CGS
 DM1358_PROJECTION: FLUSH
 DM1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1358+STABILITY: SURFACE MOTION
 DM1358
 DM1358  HISTORY     - Date     Condition        Report By
 DM1358  HISTORY     - 1951     MONUMENTED       CGS
 DM1358  HISTORY     - 1957     GOOD             CGS
 DM1358  HISTORY     - 1979     MARK NOT FOUND   MJH
 DM1358
 DM1358                          STATION DESCRIPTION
 DM1358
 DM1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1358'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF HUGO
 DM1358'AND ON THE SHOAT SPRINGS CONSOLIDATED SCHOOL GROUNDS.  IT IS
 DM1358'94 FEET NORTH OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE
 DM1358'AND 19 FEET SOUTH OF THE NORTH BOUNDARY FENCE.  THE MARK
 DM1358'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 DM1358'STAMPED SHOAT 1951.
 DM1358'
 DM1358'REFERENCE MARK NO. 1 IS 50.5 FEET NORTHEAST OF THE NORTHEAST
 DM1358'CORNER OF THE SCHOOL HOUSE.  THE MARK IS FLUSH WITH THE
 DM1358'SURFACE OF THE GROUND AND THE DISK IS STAMPED SHOAT NO 1
 DM1358'1951.
 DM1358'
 DM1358'REFERENCE MARK NO. 2 IS 61.9 FEET EAST OF THE NORTHWEST
 DM1358'CORNER OF THE SCHOOL GROUNDS AND 1 FOOT SOUTH OF THE NORTH
 DM1358'BOUNDARY FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DM1358'IS STAMPED SHOAT NO 2 1951.
 DM1358'
 DM1358'AZIMUTH MARK IS 17 FEET EAST OF THE CENTERLINE OF A NORTH AND
 DM1358'SOUTH ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 DM1358'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED SHOAT 1951.
 DM1358'
 DM1358'TO REACH FROM THE INTERSECTION OF HIGHWAYS 271 AND 70 IN
 DM1358'THE CENTER OF HUGO, GO EAST ON HIGHWAY 70 4.8 MILES TO A SIDE
 DM1358'ROAD RIGHT, TURN RIGHT (SOUTH) ON DIRT ROAD 0.9 MILE TO THE
 DM1358'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH 0.1 MILE TO CROSSROADS,
 DM1358'TURN LEFT (EAST) 0.45 MILE TO SCHOOL HOUSE ON THE LEFT AND
 DM1358'THE STATION.
 DM1358'
 DM1358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1358
 DM1358                          STATION RECOVERY (1957)
 DM1358
 DM1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1358'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1358'IN GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE THE AZIMUTH
 DM1358'MARK.  THE DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DM1358'CORRECT.
 DM1358
 DM1358                          STATION RECOVERY (1979)
 DM1358
 DM1358'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 DM1358'RM 1 RECOVERED GOOD.
 DM1358'
 DM1358'RM. 2 RECOVERED GOOD.
 DM1358'
 DM1358'AZ. MK. COULDNT LOCATE BELIEVED TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1034 ***********************************************************************
 FH1034  DESIGNATION -  SHORT
 FH1034  PID         -  FH1034
 FH1034  STATE/COUNTY-  OK/LE FLORE
 FH1034  COUNTRY     -  US
 FH1034  USGS QUAD   -  ROBERT S KERR DAM (2018)
 FH1034
 FH1034                         *CURRENT SURVEY CONTROL
 FH1034  ______________________________________________________________________
 FH1034* NAD 83(1993) POSITION- 35 19 51.48610(N) 094 47 17.19419(W)   ADJUSTED
 FH1034* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 FH1034  ______________________________________________________________________
 FH1034  GEOID HEIGHT    -        -30.488 (meters)                     GEOID18
 FH1034  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 FH1034  HORZ ORDER      -  SECOND
 FH1034
 FH1034.The horizontal coordinates were established by classical geodetic methods
 FH1034.and adjusted by the National Geodetic Survey in November 1994.
 FH1034
 FH1034.The orthometric height was scaled from a topographic map.
 FH1034
 FH1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1034.GEOID18 height accuracy estimate available here.
 FH1034
 FH1034.Click photographs - Photos may exist for this station.
 FH1034
 FH1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1034
 FH1034. The following values were computed from the NAD 83(1993) position.
 FH1034
 FH1034;                    North         East     Units Scale Factor Converg.
 FH1034;SPC OK S     -   226,239.318   891,978.884   MT  1.00002075   +1 49 23.2
 FH1034;SPC OK S     -   742,253.50  2,926,434.06   sFT  1.00002075   +1 49 23.2
 FH1034;UTM  15      - 3,911,214.017   337,482.964   MT  0.99992550   -1 02 03.4
 FH1034
 FH1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1034!SPC OK S     -   0.99996883  x   1.00002075  =   0.99998958
 FH1034!UTM  15      -   0.99996883  x   0.99992550  =   0.99989433
 FH1034
 FH1034:                Primary Azimuth Mark                     Grid Az
 FH1034:SPC OK S     -  SHORT AZ MK                              173 52 36.8
 FH1034:UTM  15      -  SHORT AZ MK                              176 44 03.4
 FH1034
 FH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3748211214(NAD 83)
 FH1034
 FH1034|---------------------------------------------------------------------|
 FH1034| PID    Reference Object                     Distance      Geod. Az  |
 FH1034|                                                           dddmmss.s |
 FH1034| CI3183 SHORT AZ MK                                        1754200.0 |
 FH1034| CI3184 SHORT RM 1                           18.567 METERS 18142     |
 FH1034| CI3185 SHORT RM 2                           11.779 METERS 28427     |
 FH1034|---------------------------------------------------------------------|
 FH1034
 FH1034                          SUPERSEDED SURVEY CONTROL
 FH1034
 FH1034  NAD 83(1986)-  35 19 51.49215(N)    094 47 17.18379(W) AD(       ) 2
 FH1034  NAD 27      -  35 19 51.15100(N)    094 47 16.37100(W) AD(       ) 2
 FH1034
 FH1034.Superseded values are not recommended for survey control.
 FH1034
 FH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1034.See file dsdata.pdf to determine how the superseded data were derived.
 FH1034
 FH1034_MARKER: DS = TRIANGULATION STATION DISK
 FH1034_SETTING: 66 = SET IN ROCK OUTCROP
 FH1034_STAMPING: SHORT 1940
 FH1034_MARK LOGO: CGS
 FH1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1034+STABILITY: POSITION/ELEVATION WELL
 FH1034
 FH1034  HISTORY     - Date     Condition        Report By
 FH1034  HISTORY     - 1940     MONUMENTED       CGS
 FH1034  HISTORY     - 1959     GOOD             CGS
 FH1034
 FH1034                          STATION DESCRIPTION
 FH1034
 FH1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1034'STATION IS LOCATED ABOUT 9 MILES S OF SALLISAW AT THE EXTREME
 FH1034'WESTERN POINT OF AN OAK-TIMBERED MOUNTAIN, LOCALLY KNOWN AS SHORT
 FH1034'MOUNTAIN.
 FH1034'
 FH1034'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FH1034'DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1034'
 FH1034'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1034'
 FH1034'STATION MARK IS SET FLUSH WITH THE GROUND AND IS 100 FEET N
 FH1034'OF THE EDGE OF THE BLUFF, 110 FEET E OF THE EDGE OF THE W EDGE
 FH1034'OF THE BLUFF AND 42 FEET S OF A 14-INCH OAK TREE.  MARK IS
 FH1034'STAMPED SHORT 1940.
 FH1034'
 FH1034'REFERENCE MARK NO.1 IS STAMPED SHORT NO.1 1940 AND IS FLUSH
 FH1034'WITH THE GROUND.  IT IS 70 FEET N OF THE S EDGE OF THE BLUFF AND
 FH1034'ON THE SAME LEVEL AS THE STATION.  REFERENCE MARK NO.2 IS STAMPED
 FH1034'SHORT NO.2 1940 AND IS FLUSH WITH THE GROUND.  IT IS 50 FEET E
 FH1034'OF THE W EDGE OF THE BLUFF AND ON THE SAME LEVEL AS THE STATION.
 FH1034'
 FH1034'AZIMUTH MARK IS STAMPED SHORT 1940 AND PROJECTS 4 INCHES.  IT
 FH1034'IS 0.1 MILE E OF THE COWLINGTON SCHOOLHOUSE, 1 FOOT S OF A FENCE,
 FH1034'22 FEET S OF THE CENTER OF A FARM LANE AND 4 FEET W OF A WHITE
 FH1034'REFERENCE POST.
 FH1034'
 FH1034'TO REACH AZIMUTH MARK FROM THE SCHOOLHOUSE IN THE VILLAGE OF
 FH1034'COWLINGTON, GO E ON A FARM LANE 0.1 MILE TO THE AZIMUTH MARK ON
 FH1034'THE RIGHT (S) SIDE OF THE LANE.
 FH1034'
 FH1034'TO REACH STATION FROM THE POST OFFICE IN SALLISAW, GO W ON U.S.
 FH1034'HIGHWAY 64 1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 59, TURN S
 FH1034'AND FOLLOW U.S. HIGHWAY 59 FOR 8.75 MILES TO THE ARKANSAS RIVER
 FH1034'BRIDGE, CONTINUE S 1.7 MILES TO A LANE TO THE RIGHT (W), TURN
 FH1034'RIGHT AND FOLLOW LANE 0.4 MILE TO A WIRE GATE, TURN RIGHT (N) AND
 FH1034'FOLLOW WOODS ROAD TO RIM ROCK NEAR THE TOP OF THE MOUNTAIN, HERE
 FH1034'TURN RIGHT (E), AND FOLLOW OLD ROAD 0.1 MILE E, N, AND NW TO
 FH1034'THE TOP OF THE MOUNTAIN, FROM HERE FOLLOW TRACKS DUE W 1.3
 FH1034'MILES TO EXTREME WESTERN END OF MOUNTAIN AND STATION.
 FH1034
 FH1034                          STATION RECOVERY (1959)
 FH1034
 FH1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1034'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE ROAD
 FH1034'LEADING TO THE STATION FROM THE HIGHWAY TO THE EAST OF STATION
 FH1034'HAS BEEN ABANDONED AND IT IS NO LONGER POSSIBLE TO DRIVE TO
 FH1034'STATION.
 FH1034'
 FH1034'THE AZIMUTH MARK IS ABOUT 0.1 MILE EAST OF THE COWLINGTON
 FH1034'SCHOOL, ABOUT 39 YARDS WEST OF THE EAST FENCE OF THE LOT TO
 FH1034'EAST OF SCHOOL AND ABOUT 22 FEET SOUTH OF THE CENTERLINE OF AN
 FH1034'OLD ABANDONED LANE LEADING EAST FROM NORTH SIDE OF SCHOOL.
 FH1034'THIS MARK IS ABOUT FLUSH WITH THE GROUND.
 FH1034'
 FH1034'TO REACH THE STATION FROM COWLINGTON, FROM THE ROCK AND BRICK
 FH1034'SCHOOL HOUSE, GO NORTH FOR 0.05 MILE TO A ROCK HOUSE ON LEFT, GO
 FH1034'NORTHEAST FOR 0.05 MILE TO PIPE GATE SOUTH OF CATTLE SHED, PASS
 FH1034'THROUGH GATE AND GO NORTHEAST THROUGH LOT AND SMALL PASTURE FOR
 FH1034'0.1 MILE TO A WIRE GATE TO EAST OF A LARGE ELM TREE, CONTINUE
 FH1034'NORTH AND NORTHEAST ON MAIN TRACK ROAD THROUGH PASTURE AND
 FH1034'ACROSS A CREEK FOR 0.75 MILE TO A WIRE GATE BE-TWO HIGH GATE
 FH1034'POSTS, GO THROUGH GATE AND GO NORTHEAST ABOUT 0.1 MILE TO
 FH1034'FORKS, TAKE LEFT FOEK FOR ABOUT 0.05 MILE TO A CREEK, CROSS
 FH1034'CREEK AND GO NORTHWEST FOR A FEW YARDS TO THE SOUTHEAST
 FH1034'CORNER OF A FIELD, BEAR RIGHT AND GO NORTH ACROSS FIELD FOR
 FH1034'ABOUT 0.25 MILE TO A WELL AND SOME CATTLE FEEDERS,
 FH1034'CONTINUE NORTH FOR ABOUT 0.05 MILE TO END OF TRUCK TRAVEL AT
 FH1034'SOUTH BASE OF MOUNTAIN.  PACK NORTH TO TOP OF MOUNTAIN THEN
 FH1034'WEST ALONG TOP OF MOUNTAIN TO EXTEME WEST END AND STATION
 FH1034'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0701 ***********************************************************************
 GG0701  DESIGNATION -  SHUBERT
 GG0701  PID         -  GG0701
 GG0701  STATE/COUNTY-  OK/OTTAWA
 GG0701  COUNTRY     -  US
 GG0701  USGS QUAD   -  WYANDOTTE (2018)
 GG0701
 GG0701                         *CURRENT SURVEY CONTROL
 GG0701  ______________________________________________________________________
 GG0701* NAD 83(1997) POSITION- 36 51 39.31639(N) 094 41 59.33804(W)   ADJUSTED
 GG0701* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 GG0701  ______________________________________________________________________
 GG0701  GEOID HEIGHT    -        -29.276 (meters)                     GEOID18
 GG0701  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 GG0701  HORZ ORDER      -  SECOND
 GG0701
 GG0701.The horizontal coordinates were established by classical geodetic methods
 GG0701.and adjusted by the National Geodetic Survey in October 1998.
 GG0701
 GG0701.The orthometric height was scaled from a topographic map.
 GG0701
 GG0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0701.GEOID18 height accuracy estimate available here.
 GG0701
 GG0701.Click photographs - Photos may exist for this station.
 GG0701
 GG0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0701
 GG0701. The following values were computed from the NAD 83(1997) position.
 GG0701
 GG0701;                    North         East     Units Scale Factor Converg.
 GG0701;SPC OK N     -   211,484.449   894,237.832   MT  1.00001856   +1 56 51.3
 GG0701;SPC OK N     -   693,845.23  2,933,845.29   sFT  1.00001856   +1 56 51.3
 GG0701;SPC OK N     -   693,845.23  2,933,845.29   sFT  1.00001856   +1 56 51.3
 GG0701;SPC MO W     -    77,054.531   832,182.729   MT  0.99994509   -0 07 11.5
 GG0701;SPC OK N     -   211,484.449   894,237.832   MT  1.00001856   +1 56 51.3
 GG0701;UTM  15      - 4,080,792.635   348,475.740   MT  0.99988285   -1 01 11.5
 GG0701
 GG0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0701!SPC OK N     -   0.99996158  x   1.00001856  =   0.99998014
 GG0701!SPC MO W     -   0.99996158  x   0.99994509  =   0.99990667
 GG0701!SPC OK N     -   0.99996158  x   1.00001856  =   0.99998014
 GG0701!UTM  15      -   0.99996158  x   0.99988285  =   0.99984443
 GG0701
 GG0701:                Primary Azimuth Mark                     Grid Az
 GG0701:SPC OK N     -  SHUBERT AZ MK                            328 30 25.3
 GG0701:SPC MO W     -  SHUBERT AZ MK                            330 34 28.1
 GG0701:SPC OK N     -  SHUBERT AZ MK                            328 30 25.3
 GG0701:UTM  15      -  SHUBERT AZ MK                            331 28 28.1
 GG0701
 GG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4847580792(NAD 83)
 GG0701
 GG0701|---------------------------------------------------------------------|
 GG0701| PID    Reference Object                     Distance      Geod. Az  |
 GG0701|                                                           dddmmss.s |
 GG0701| CI3187 SHUBERT RM 1                         21.508 METERS 09807     |
 GG0701| CI3186 SHUBERT AZ MK                                      3302716.6 |
 GG0701| CI3188 SHUBERT RM 2                         25.860 METERS 35733     |
 GG0701|---------------------------------------------------------------------|
 GG0701
 GG0701                          SUPERSEDED SURVEY CONTROL
 GG0701
 GG0701  NAD 83(1993)-  36 51 39.32173(N)    094 41 59.33854(W) AD(       ) 2
 GG0701  NAD 83(1986)-  36 51 39.33393(N)    094 41 59.33538(W) AD(       ) 2
 GG0701  NAD 27      -  36 51 39.09230(N)    094 41 58.52620(W) AD(       ) 2
 GG0701
 GG0701.Superseded values are not recommended for survey control.
 GG0701
 GG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0701.See file dsdata.pdf to determine how the superseded data were derived.
 GG0701
 GG0701_MARKER: DS = TRIANGULATION STATION DISK
 GG0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0701_STAMPING: SHUBERT 1961
 GG0701_MARK LOGO: CGS
 GG0701_PROJECTION: FLUSH
 GG0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0701+STABILITY: SURFACE MOTION
 GG0701
 GG0701  HISTORY     - Date     Condition        Report By
 GG0701  HISTORY     - 1961     MONUMENTED       CGS
 GG0701
 GG0701                          STATION DESCRIPTION
 GG0701
 GG0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0701'ABOUT 10 MILES EAST OF MIAMI, ABOUT 4 MILES SOUTHWEST OF
 GG0701'PEORIA AND ON PROPERTY OWNED BY MR. LLOYD SCHUBERT.  IT
 GG0701'IS 4 FEET EAST OF A WIRE FENCE, 11 FEET NORTH OF A BOARD
 GG0701'FENCE AND 68 FEET WEST OF THE NORTHWEST CORNER OF A LARGE
 GG0701'BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SHUBERT
 GG0701'1961.
 GG0701'
 GG0701'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 GG0701'43 IN SENECA MISSOURI, GO WESTERLY ON U.S. HIGHWAY 60 FOR 5.9
 GG0701'MILES TO THE JUNCTION WITH STATE HIGHWAY 10.  CONTINUE WEST ON
 GG0701'HIGHWAY 10 AND 60 FOR 0.5 MILE TO WHERE STATE HIGHWAY 10
 GG0701'TURNS NORTH.  TURN RIGHT AND GO NORTH ON HIGHWAY 10 FOR 4.0
 GG0701'MILES TO THE GRAVELED DRIVEWAY TO MR. LLOYD SCHUBERTS HOME ON
 GG0701'THE LEFT*.  TURN LEFT AND GO WEST PASSING ON THE SOUTH SIDE OF
 GG0701'THE HOUSE FOR 0.05 MILE TO A GATE LEADING IN TO BARNYARD.
 GG0701'GO THROUGH GATE AND CONTINUE WEST PASSING ON THE SOUTH SIDE
 GG0701'OF A LARGE BARN TO A WIRE FENCE AT THE WEST EDGE OF THE
 GG0701'BARNYARD AND THE STATION.
 GG0701'
 GG0701'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON HIGHWAY
 GG0701'10 FOR 0.7 MILE TO A CROSSROAD AND WHERE HIGHWAY 10
 GG0701'TURNS WEST.  TURN LEFT AND GO WEST ON HIGHWAY 10 FOR 0.5 MILE
 GG0701'TO THE AZIMUTH MARK ON THE LEFT.
 GG0701'
 GG0701'REFERENCE MARK 1 IS 2 FEET NORTHEAST OF THE NORTHWEST CORNER
 GG0701'OF THE BARN, 6 INCHES NORTH OF THE BARN.  THE MONUMENT IS
 GG0701'FLUSH AND THE DISK IS STAMPED SHUBERT NO 1 1961.
 GG0701'
 GG0701'REFERENCE MARK 2 IS 2 FEET SOUTHEAST OF A FENCE CORNER AND 120
 GG0701'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN.  THE MONUMENT
 GG0701'IS FLUSH AND THE DISK IS STAMPED SHUBERT NO 2 1961.
 GG0701'
 GG0701'THE AZIMUTH MARK IS 1 FOOT WEST OF A POWER POLE, 2 FEET
 GG0701'SOUTHWEST OF A WITNESS POST, 3 FEET WEST OF A FENCE CORNER,
 GG0701'13 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 25 FEET
 GG0701'SOUTH OF THE CENTERLINE OF HIGHWAY 10.  THE MONUMENT PROJECTS
 GG0701'4 INCHES AND THE DISK IS STAMPED SHUBERT 1961.
 GG0701'
 GG0701'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0561 ***********************************************************************
 FK0561  DESIGNATION -  SICKLE
 FK0561  PID         -  FK0561
 FK0561  STATE/COUNTY-  OK/DEWEY
 FK0561  COUNTRY     -  US
 FK0561  USGS QUAD   -  PARALLEL (2018)
 FK0561
 FK0561                         *CURRENT SURVEY CONTROL
 FK0561  ______________________________________________________________________
 FK0561* NAD 83(1993) POSITION- 35 58 16.82304(N) 098 47 14.13916(W)   ADJUSTED
 FK0561* NAVD 88 ORTHO HEIGHT -   573.86  (+/-2cm)     1882.7   (feet) VERTCON3
 FK0561  ______________________________________________________________________
 FK0561  GEOID HEIGHT    -        -27.502 (meters)                     GEOID18
 FK0561  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 FK0561  HORZ ORDER      -  FIRST
 FK0561  VERT ORDER      -  THIRD ? (See Below)
 FK0561
 FK0561.The horizontal coordinates were established by classical geodetic methods
 FK0561.and adjusted by the National Geodetic Survey in November 1994.
 FK0561
 FK0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0561
 FK0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0561.GEOID18 height accuracy estimate available here.
 FK0561
 FK0561.The vertical order pertains to the NGVD 29 superseded value.
 FK0561
 FK0561.Click photographs - Photos may exist for this station.
 FK0561
 FK0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0561
 FK0561. The following values were computed from the NAD 83(1993) position.
 FK0561
 FK0561;                    North         East     Units Scale Factor Converg.
 FK0561;SPC OK N     -   108,060.505   528,996.222   MT  0.99995124   -0 27 52.6
 FK0561;SPC OK N     -   354,528.51  1,735,548.44   sFT  0.99995124   -0 27 52.6
 FK0561;UTM  14      - 3,980,790.534   519,180.620   MT  0.99960453   +0 07 29.9
 FK0561
 FK0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0561!SPC OK N     -   0.99991426  x   0.99995124  =   0.99986550
 FK0561!UTM  14      -   0.99991426  x   0.99960453  =   0.99951882
 FK0561
 FK0561:                Primary Azimuth Mark                     Grid Az
 FK0561:SPC OK N     -  SICKLE AZ MK                             091 54 31.6
 FK0561:UTM  14      -  SICKLE AZ MK                             091 19 09.1
 FK0561
 FK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1918080790(NAD 83)
 FK0561
 FK0561|---------------------------------------------------------------------|
 FK0561| PID    Reference Object                     Distance      Geod. Az  |
 FK0561|                                                           dddmmss.s |
 FK0561| CL4097 SICKLE AZ MK                                       0912639.0 |
 FK0561| CL4098 SICKLE RM 1                          34.657 METERS 12248     |
 FK0561| CL4099 SICKLE RM 2                          31.982 METERS 23624     |
 FK0561| GJ0676 VICI WATER TANK                     APPROX.50.0 KM 2932022.2 |
 FK0561|---------------------------------------------------------------------|
 FK0561
 FK0561                          SUPERSEDED SURVEY CONTROL
 FK0561
 FK0561  NAD 83(1986)-  35 58 16.82504(N)    098 47 14.12428(W) AD(       ) 1
 FK0561  NAD 27      -  35 58 16.66672(N)    098 47 12.79578(W) AD(       ) 1
 FK0561  NGVD 29 (07/19/86)  573.64   (m)         1882.0    (f) LEVELING    3  
 FK0561
 FK0561.Superseded values are not recommended for survey control.
 FK0561
 FK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0561.See file dsdata.pdf to determine how the superseded data were derived.
 FK0561
 FK0561_MARKER: DS = TRIANGULATION STATION DISK
 FK0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0561_STAMPING: SICKLE 1934
 FK0561_MARK LOGO: CGS
 FK0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0561+STABILITY: SURFACE MOTION
 FK0561
 FK0561  HISTORY     - Date     Condition        Report By
 FK0561  HISTORY     - 1934     MONUMENTED       CGS
 FK0561  HISTORY     - 1959     GOOD             USGS
 FK0561  HISTORY     - 1962     GOOD             USGS
 FK0561
 FK0561                          STATION DESCRIPTION
 FK0561
 FK0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0561'STATION IS LOCATED AT CENTER OF SOUTH SIDE OF SEC. 3 T. 17 N.,
 FK0561'R. 15 W., 5 MILES SOUTH AND 10 MILES EAST OF TALOGA.  MARK
 FK0561'IS SET 39.5 FEET EAST OF A T-FENCE CORNER NORTH, MARKING
 FK0561'THE 1/2 SECTION AT TOP OF GRADE, 34 FEET NORTH OF CENTERLINE
 FK0561'OF EAST-WEST ROAD, AND 8 FEET NORTH OF EAST-WEST FENCE LINE.
 FK0561'
 FK0561'REACHED FROM TALOGA, BY TAKING STATE HIGHWAY 14 NORTH FOR 4.9
 FK0561'MILES OR 3.6 MILES BEYOND NORTH END OF BRIDGE, THENCE EAST
 FK0561'ON DIRT T-ROAD AND GO 2 MILES TO T-JUNCTION.  TURN SOUTH
 FK0561'FOR 1 MILE THENCE EAST FOR 6.0 MILES TO WHERE MAIN ROAD TURNS
 FK0561'SOUTH FOLLOW SOUTH FOR 8 MILES THENCE EAST ON T-ROAD FOR 1.5
 FK0561'MILES TO TOP OF GRADE AND 1/2 SECTION FENCE.
 FK0561'
 FK0561'REFERENCE MARK NO. 1 IS ON SOUTH SIDE OF ROAD PAST STATION SET
 FK0561'IN EAST-WEST FENCE LINE, 26 FEET SOUTH OF CENTERLINE OF ROAD.
 FK0561'
 FK0561'REFERENCE MARK NO. 2 IS ON SOUTH SIDE OF ROAD PAST STATION
 FK0561'SET IN EAST-WEST FENCE LINE, 26 FEET SOUTH OF CENTERLINE OF
 FK0561'ROAD.
 FK0561'
 FK0561'AZIMUTH MARK IS 0.5 MILE EAST OF STATION SET IN EAST-WEST FENCE
 FK0561'LINE, 26 FEET SOUTH OF CENTERLINE OF ROAD, FENCE IS NORTH FENCE
 FK0561'OF SMALL GRAVEYARD.  MARK IS 90 FEET WEST OF NORTHEAST CORNER
 FK0561'OF CEMETERY.
 FK0561'
 FK0561'STATION MARK IS 14 INCHES BELOW SURFACE OF GROUND, OTHER MARKS
 FK0561'PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 FK0561'
 FK0561'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FK0561'BRONZE DISKS SET IN CONCRETE.
 FK0561'
 FK0561'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 FK0561
 FK0561                          STATION RECOVERY (1959)
 FK0561
 FK0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FK0561'STATION RECOVERED IN GOOD CONDITION.
 FK0561'
 FK0561'REFERENCE MARK 2 DESTROYED.
 FK0561
 FK0561                          STATION RECOVERY (1962)
 FK0561
 FK0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FK0561'STATION LOCATED AT CENTER OF SOUTH SIDE OF SECS. 3, T17N,
 FK0561'R15W, 5 MILES S AND 10 MILES E OF TALOGA.  MARK IS SET ABOUT
 FK0561'12 INCHES UNDERGROUND, 121.6 FEET W OF A TELEPHONE POLE, 70.3
 FK0561'FEET N OF A POWER POLE, 40.1 FEET E OF A T-FENCE CORNER N MARKING
 FK0561'THE 1/2 SECTION AT TOP OF GRADE, 39.5 FEET N OF CENTER LINE OF
 FK0561'E-W ROAD AND 7.8 FEET N OF E-W FENCE LINE.
 FK0561'
 FK0561'R.M. 1 WAS FOUND LYING ON ITS SIDE ALONG TURN ROW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0966 ***********************************************************************
 EK0966  DESIGNATION -  SIGNAL
 EK0966  PID         -  EK0966
 EK0966  STATE/COUNTY-  OK/PUSHMATAHA
 EK0966  COUNTRY     -  US
 EK0966  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0966
 EK0966                         *CURRENT SURVEY CONTROL
 EK0966  ______________________________________________________________________
 EK0966* NAD 83(1993) POSITION- 34 19 34.74815(N) 095 03 23.33436(W)   ADJUSTED
 EK0966* NAVD 88 ORTHO HEIGHT -   437.    (meters)     1434.    (feet) SCALED
 EK0966  ______________________________________________________________________
 EK0966  GEOID HEIGHT    -        -30.717 (meters)                     GEOID18
 EK0966  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 EK0966  HORZ ORDER      -  FIRST
 EK0966
 EK0966.The horizontal coordinates were established by classical geodetic methods
 EK0966.and adjusted by the National Geodetic Survey in November 1994.
 EK0966
 EK0966.The orthometric height was scaled from a topographic map.
 EK0966
 EK0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0966.GEOID18 height accuracy estimate available here.
 EK0966
 EK0966.Click photographs - Photos may exist for this station.
 EK0966
 EK0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0966
 EK0966. The following values were computed from the NAD 83(1993) position.
 EK0966
 EK0966;                    North         East     Units Scale Factor Converg.
 EK0966;SPC OK S     -   114,094.292   870,839.036   MT  0.99994601   +1 40 14.8
 EK0966;SPC OK S     -   374,324.36  2,857,077.74   sFT  0.99994601   +1 40 14.8
 EK0966;UTM  15      - 3,800,253.694   310,802.731   MT  1.00004125   -1 09 36.0
 EK0966
 EK0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0966!SPC OK S     -   0.99993621  x   0.99994601  =   0.99988223
 EK0966!UTM  15      -   0.99993621  x   1.00004125  =   0.99997746
 EK0966
 EK0966:                Primary Azimuth Mark                     Grid Az
 EK0966:SPC OK S     -  SIGNAL AZ MK                             251 08 57.8
 EK0966:UTM  15      -  SIGNAL AZ MK                             253 58 48.6
 EK0966
 EK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1080200253(NAD 83)
 EK0966
 EK0966|---------------------------------------------------------------------|
 EK0966| PID    Reference Object                     Distance      Geod. Az  |
 EK0966|                                                           dddmmss.s |
 EK0966| CY2283 SIGNAL RM 1                          35.203 METERS 06258     |
 EK0966| CY2282 SIGNAL AZ MK                                       2524912.6 |
 EK0966| CY2284 SIGNAL RM 2                          24.865 METERS 31723     |
 EK0966|---------------------------------------------------------------------|
 EK0966
 EK0966                          SUPERSEDED SURVEY CONTROL
 EK0966
 EK0966  NAD 83(1986)-  34 19 34.75168(N)    095 03 23.32341(W) AD(       ) 1
 EK0966  NAD 27      -  34 19 34.38200(N)    095 03 22.48700(W) AD(       ) 1
 EK0966
 EK0966.Superseded values are not recommended for survey control.
 EK0966
 EK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0966.See file dsdata.pdf to determine how the superseded data were derived.
 EK0966
 EK0966_MARKER: DS = TRIANGULATION STATION DISK
 EK0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0966_STAMPING: SIGNAL 1952
 EK0966_MARK LOGO: CGS
 EK0966_PROJECTION: RECESSED 5 CENTIMETERS
 EK0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0966+STABILITY: SURFACE MOTION
 EK0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0966+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EK0966
 EK0966  HISTORY     - Date     Condition        Report By
 EK0966  HISTORY     - 1952     MONUMENTED       CGS
 EK0966  HISTORY     - 1986     GOOD
 EK0966
 EK0966                          STATION DESCRIPTION
 EK0966
 EK0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0966'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF THE
 EK0966'TOWN OF PICKENS AND ON THE SAME HIGH HILL AS SIGNAL LOOKOUT
 EK0966'TOWER.  IT IS 65 FEET EAST OF THE SOUTHEAST CORNER OF THE
 EK0966'MOST WESTERLY OF TWO WHITE SHEDS, 44 FEET WEST OF THE NORTHWEST
 EK0966'LEG OF THE LOOKOUT TOWER AND 30 FEET NORTH OF THE NORTHWEST
 EK0966'CORNER OF THE MOST EASTERLY OF THE TWO WHITE SHEDS.  THE
 EK0966'MARK IS SET 2 INCHES BELOW THE SURFACE OF THE GROUND AND
 EK0966'THE DISK IS STAMPED SIGNAL 1952.
 EK0966'
 EK0966'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF THE NORTHEAST LEG
 EK0966'OF THE LOOKOUT TOWER, 33 FEET NORTH OF THE CENTER OF A DRIVEWAY
 EK0966'AND 17 FEET SOUTH OF A ROCK FENCE.  THE MARK PROJECTS 4 INCHES
 EK0966'AND THE DISK IS STAMPED SIGNAL NO 1 1952.
 EK0966'
 EK0966'REFERENCE MARK NO. 2 IS 59 FEET NORTH OF THE NORTHEAST CORNER
 EK0966'OF THE WEST SHED AND 7 FEET NORTH OF A ROCK FENCE.  THE MARK
 EK0966'PROJECTS 6 INCHES AND THE DISK IS STAMPED SIGNAL NO 2 1952.
 EK0966'
 EK0966'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF A ROAD
 EK0966'AND 4 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 EK0966'2 INCHES AND THE DISK IS STAMPED SIGNAL 1952.
 EK0966'
 EK0966'TO REACH THE STATION FROM THE POST OFFICE IN PICKENS GO
 EK0966'GENERALLY SOUTHWEST ALL THE WAY IN TO THE STATION.  A NEW
 EK0966'ROAD HAS BEEN MADE FOR THE PURPOSE OF HAULING LOGS, HOWEVER
 EK0966'THE STATION WAS REACHED BY USING THE OLD ROAD AND IT IS
 EK0966'BELIEVED THAT THIS IS THE BEST WAY IN.  GO SOUTHWESTERLY
 EK0966'FROM THE POST OFFICE FOR 0.1 MILE TO A FORK, TAKE LEFT FORK
 EK0966'AND GO 0.3 MILE TO A CROSS-ROAD, TURN RIGHT, CROSS A RAILROAD
 EK0966'TRACK AND TURN LEFT, THEN GO ALONG THE RIGHT OR WEST SIDE
 EK0966'OF THE TRACKS FOR 0.25 MILE TO A TEMPORARY JUNCTION OF
 EK0966'SEVERAL LOGGING ROADS.  TAKE THE EXTREME RIGHT FORK (THIS IS
 EK0966'THE OLD ROAD) AND GO 0.65 MILE TO A STREAM, FORD THE STREAM
 EK0966'AND GO 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.95
 EK0966'MILE TO A CROSS-ROAD, CROSS THE NEW ROAD AND CONTINUE
 EK0966'FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.9
 EK0966'MILE TO ANOTHER FORK, TAKE THE RIGHT FORK AND GO 0.8 MILE TO
 EK0966'ANOTHER FORK, TAKE THE LEFT FORK AND GO 2.8 MILE TO A
 EK0966'FORK, TAKE THE LEFT FORK AND GO 0.4 MILE TO THE AZIMUTH
 EK0966'MARK ON THE LEFT, CONTINUE ON UP AND AROUND A VERY STEEP HILL
 EK0966'FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION AS
 EK0966'DESCRIBED.
 EK0966'
 EK0966'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0966
 EK0966                          STATION RECOVERY (1986)
 EK0966
 EK0966'RECOVERED 1986
 EK0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0965 ***********************************************************************
 EK0965  DESIGNATION -  SIGNAL LOOKOUT TOWER
 EK0965  PID         -  EK0965
 EK0965  STATE/COUNTY-  OK/PUSHMATAHA
 EK0965  COUNTRY     -  US
 EK0965  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0965
 EK0965                         *CURRENT SURVEY CONTROL
 EK0965  ______________________________________________________________________
 EK0965* NAD 83(1993) POSITION- 34 19 34.65059(N) 095 03 22.73959(W)   ADJUSTED
 EK0965  ______________________________________________________________________
 EK0965  GEOID HEIGHT    -        -30.716 (meters)                     GEOID18
 EK0965  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 EK0965  HORZ ORDER      -  THIRD
 EK0965
 EK0965.The horizontal coordinates were established by classical geodetic methods
 EK0965.and adjusted by the National Geodetic Survey in November 1994.
 EK0965
 EK0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0965.GEOID18 height accuracy estimate available here.
 EK0965
 EK0965.Click photographs - Photos may exist for this station.
 EK0965
 EK0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0965
 EK0965. The following values were computed from the NAD 83(1993) position.
 EK0965
 EK0965;                    North         East     Units Scale Factor Converg.
 EK0965;SPC OK S     -   114,091.731   870,854.321   MT  0.99994602   +1 40 15.2
 EK0965;SPC OK S     -   374,315.95  2,857,127.88   sFT  0.99994602   +1 40 15.2
 EK0965;UTM  15      - 3,800,250.381   310,817.872   MT  1.00004118   -1 09 35.7
 EK0965
 EK0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1081700250(NAD 83)
 EK0965
 EK0965                          SUPERSEDED SURVEY CONTROL
 EK0965
 EK0965  NAD 83(1986)-  34 19 34.65469(N)    095 03 22.72900(W) AD(       ) 3
 EK0965  NAD 27      -  34 19 34.28800(N)    095 03 21.88700(W) AD(       ) 3
 EK0965
 EK0965.Superseded values are not recommended for survey control.
 EK0965
 EK0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0965.See file dsdata.pdf to determine how the superseded data were derived.
 EK0965
 EK0965_MARKER: 57 = LOOKOUT TOWER
 EK0965
 EK0965  HISTORY     - Date     Condition        Report By
 EK0965  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0965
 EK0965                          STATION DESCRIPTION
 EK0965
 EK0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0965'THE STATION IS LOCATED ABOUT 5-1/2 SOUTHWEST OF THE TOWN OF
 EK0965'PICKENS AND ON THE SAME HIGH HILL AS TRIANGULATION STATION
 EK0965'SIGNAL.  IT IS ABOUT 50 FEET HIGH, FOUR LEGGED AND HAS AN
 EK0965'OBSERVATION, GLASS ENCLOSED SPACE ON TOP.  THE POINT INTERSECTED
 EK0965'WAS THE CENTER OF THE TOP OF THE OBSERVATION HOUSE.
 EK0965'
 EK0965'TO REACH THE STATION FROM THE POST OFFICE IN PICKENS, GO
 EK0965'GENERALLY SOUTHWEST ALL THE WAY INTO THE STATION.  A NEW
 EK0965'ROAD HAS BEEN MADE FOR THE PURPOSE OF HAULING LOGS, HOWEVER
 EK0965'THE STATION WAS REACHED BY USING THE OLD ROAD AND IT IS
 EK0965'BELIEVED THAT THIS IS THE BEST WAY IN.  GO SOUTHWESTERLY
 EK0965'FROM THE POST OFFICE FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK
 EK0965'AND GO 0.3 MILE TO A CROSS-ROAD, TURN RIGHT, CROSS A RAILROAD
 EK0965'TRACK, AND THEN TURN LEFT AND GO ALONG THE RIGHT OR WEST SIDE
 EK0965'OF THE TRACKS FOR 0.25 MILE TO A TEMPORARY JUNCTION OF
 EK0965'SEVERAL LOGGING ROADS.  TAKE THE EXTREME RIGHT FORK AND GO
 EK0965'0.65 MILE TO A STREAM, FORD THE STREAM AND GO 0.2 MILE TO A
 EK0965'FORK, TAKE THE LEFT FORK AND GO 0.95 MILE TO A CROSS-ROAD,
 EK0965'CROSS THE NEW ROAD AND CONTINUE FOR 0.65 MILE TO A FORK,
 EK0965'TAKE THE LEFT FORK AND GO 0.9 MILE TO ANOTHER FORK,
 EK0965'TAKE THE RIGHT FORK AND GO 0.8 MILE TO ANOTHER FORK,
 EK0965'TAKE THE LEFT FORK AND GO 2.8 MILES TO A FORK, TAKE THE
 EK0965'LEFT FORK AND GO UP AND AROUND THE HILL FOR 0.8 MILE TO THE
 EK0965'TOP OF THE HILL AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0792 ***********************************************************************
 EM0792  DESIGNATION -  SIGNAL MOUNTAIN
 EM0792  PID         -  EM0792
 EM0792  STATE/COUNTY-  OK/COMANCHE
 EM0792  COUNTRY     -  US
 EM0792  USGS QUAD   -  MEERS (2018)
 EM0792
 EM0792                         *CURRENT SURVEY CONTROL
 EM0792  ______________________________________________________________________
 EM0792* NAD 83(1993) POSITION- 34 45 46.10537(N) 098 35 20.78615(W)   ADJUSTED
 EM0792  ______________________________________________________________________
 EM0792  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 EM0792  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 EM0792  HORZ ORDER      -  THIRD
 EM0792
 EM0792.The horizontal coordinates were established by classical geodetic methods
 EM0792.and adjusted by the National Geodetic Survey in November 1994.
 EM0792
 EM0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0792.GEOID18 height accuracy estimate available here.
 EM0792
 EM0792.Click photographs - Photos may exist for this station.
 EM0792
 EM0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0792
 EM0792. The following values were computed from the NAD 83(1993) position.
 EM0792
 EM0792;                    North         East     Units Scale Factor Converg.
 EM0792;SPC OK S     -   158,720.085   546,070.251   MT  0.99994078   -0 20 03.8
 EM0792;SPC OK S     -   520,734.15  1,791,565.48   sFT  0.99994078   -0 20 03.8
 EM0792;UTM  14      - 3,846,816.662   537,602.630   MT  0.99961743   +0 14 03.4
 EM0792
 EM0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3760246816(NAD 83)
 EM0792
 EM0792                          SUPERSEDED SURVEY CONTROL
 EM0792
 EM0792  NAD 83(1986)-  34 45 46.10641(N)    098 35 20.77779(W) AD(       ) 3
 EM0792  NAD 27      -  34 45 45.86000(N)    098 35 19.56000(W) AD(       ) 3
 EM0792  USSD        -  34 45 45.79000(N)    098 35 19.93000(W) AD(       ) 3
 EM0792
 EM0792.Superseded values are not recommended for survey control.
 EM0792
 EM0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0792.See file dsdata.pdf to determine how the superseded data were derived.
 EM0792
 EM0792_MARKER: 03 = MOUNTAIN PEAK
 EM0792
 EM0792  HISTORY     - Date     Condition        Report By
 EM0792  HISTORY     - 1921     FIRST OBSERVED   CGS
 EM0792  HISTORY     - 1937     GOOD             LOCENG
 EM0792
 EM0792                          STATION DESCRIPTION
 EM0792
 EM0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EM0792'A PROMINENT, ISOLATED PEAK LYING IN FORT SILL MILITARY
 EM0792'RESERVATION.  TOP IS WELL-DEFINED, FLAT PLATEAU ABOUT 100 YARDS
 EM0792'IN WIDTH.  FROM NORTH THERE APPEAR TO BE TWO CAIRNS ON THIS
 EM0792'PLATEAU.
 EM0792
 EM0792                          STATION RECOVERY (1937)
 EM0792
 EM0792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (TN)
 EM0792'STATION RECOVERED BY THE ENGINEER BOARD.
 EM0792'A CHECK OF THE LOCATION GIVEN AS SIGNAL MOUNTAIN IN ORIGINAL
 EM0792'DESCRIPTION SHOWS THAT THERE IS AN ERROR INVOLVED.
 EM0792'
 EM0792'THE POSITION GIVEN REFERS TO MT. SHERIDAN IN THE WICHITA
 EM0792'NATIONAL FOREST PRESERVE WHICH IS A VERY PROMINENT PEAK OF
 EM0792'UNUSAL PROFILE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0644 ***********************************************************************
 EM0644  DESIGNATION -  SIGNAL RESET
 EM0644  PID         -  EM0644
 EM0644  STATE/COUNTY-  OK/COMANCHE
 EM0644  COUNTRY     -  US
 EM0644  USGS QUAD   -  FORT SILL (2018)
 EM0644
 EM0644                         *CURRENT SURVEY CONTROL
 EM0644  ______________________________________________________________________
 EM0644* NAD 83(1993) POSITION- 34 40 27.79935(N) 098 29 26.02025(W)   ADJUSTED
 EM0644* NAVD 88 ORTHO HEIGHT -   533.1   (meters)     1749.    (feet) VERTCON3
 EM0644  ______________________________________________________________________
 EM0644  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 EM0644  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 EM0644  HORZ ORDER      -  SECOND
 EM0644
 EM0644.The horizontal coordinates were established by classical geodetic methods
 EM0644.and adjusted by the National Geodetic Survey in November 1994.
 EM0644
 EM0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0644
 EM0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0644.GEOID18 height accuracy estimate available here.
 EM0644
 EM0644.Click photographs - Photos may exist for this station.
 EM0644
 EM0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0644
 EM0644. The following values were computed from the NAD 83(1993) position.
 EM0644
 EM0644;                    North         East     Units Scale Factor Converg.
 EM0644;SPC OK S     -   148,863.828   555,043.896   MT  0.99993718   -0 16 42.4
 EM0644;SPC OK S     -   488,397.41  1,821,006.52   sFT  0.99993718   -0 16 42.4
 EM0644;UTM  14      - 3,837,053.021   546,670.753   MT  0.99962685   +0 17 23.4
 EM0644
 EM0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0644!SPC OK S     -   0.99992035  x   0.99993718  =   0.99985753
 EM0644!UTM  14      -   0.99992035  x   0.99962685  =   0.99954723
 EM0644
 EM0644:                Primary Azimuth Mark                     Grid Az
 EM0644:SPC OK S     -  LAWTON NORTH BASE                        117 20 52.5
 EM0644:UTM  14      -  LAWTON NORTH BASE                        116 46 46.7
 EM0644
 EM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4667037053(NAD 83)
 EM0644
 EM0644|---------------------------------------------------------------------|
 EM0644| PID    Reference Object                     Distance      Geod. Az  |
 EM0644|                                                           dddmmss.s |
 EM0644| CX8643 SIGNAL RM 1                           7.136 METERS 08317     |
 EM0644| EM0635 FORT SILL CENTRAL PWR PLT STK       APPROX. 7.9 KM 0930909.8 |
 EM0644| EM0651 FORT SILL QTRMASTER LNDRY STK       APPROX. 8.5 KM 0971349.1 |
 EM0644| EM0643 FORT SILL BLDG T 2800 STACK         APPROX. 7.5 KM 0990821.1 |
 EM0644| EM0642 FORT SILL BLDG T 2810 STACK         APPROX. 7.5 KM 1014216.2 |
 EM0644| EM0646 FORT SILL BLDG T 2809 STACK         APPROX. 7.5 KM 1021556.8 |
 EM0644| EM0654 FORT SILL AIRWAY BEACON 1170        APPROX. 6.9 KM 1044059.7 |
 EM0644| EM0655 FORT SILL CANTON HOSP HEAT PLT      APPROX. 9.9 KM 1064729.8 |
 EM0644| EM0659 FORT SILL POST FIELD CONT TWR       APPROX. 8.9 KM 1080257.8 |
 EM0644| EM0657 LAWTON NORTH BASE                   APPROX. 7.0 KM 1170410.1 |
 EM0644| CX8644 SIGNAL RM 2                           8.416 METERS 23806     |
 EM0644| EM0799 FORT SILL NORTH GRUBER TARGET       APPROX. 5.0 KM 2541715.5 |
 EM0644|---------------------------------------------------------------------|
 EM0644
 EM0644                          SUPERSEDED SURVEY CONTROL
 EM0644
 EM0644  NAD 83(1986)-  34 40 27.80493(N)    098 29 26.00509(W) AD(       ) 2
 EM0644  NAD 83(1986)-  34 40 27.80419(N)    098 29 26.00645(W) AD(       ) 2
 EM0644  NAD 27      -  34 40 27.54800(N)    098 29 24.79900(W) AD(       ) 2
 EM0644  NGVD 29 (07/19/86)  533.0    (m)         1749.     (f) VERT ANG       
 EM0644
 EM0644.Superseded values are not recommended for survey control.
 EM0644
 EM0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0644.See file dsdata.pdf to determine how the superseded data were derived.
 EM0644
 EM0644_MARKER: DS = TRIANGULATION STATION DISK
 EM0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0644_STAMPING: SIGNAL 1948
 EM0644_MARK LOGO: CGS
 EM0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0644+STABILITY: SURFACE MOTION
 EM0644
 EM0644  HISTORY     - Date     Condition        Report By
 EM0644  HISTORY     - 1948     MONUMENTED       CGS
 EM0644  HISTORY     - 1964     GOOD             CGS
 EM0644
 EM0644                          STATION DESCRIPTION
 EM0644
 EM0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0644'THE STATION IS LOCATED ON THE SUMMIT OF SIGNAL MOUNTAIN, A PROMINENT
 EM0644'PEAK IN THE WICHITA MOUNTAIN RANGE.  IT IS ABOUT 7.5 MILES NORTHWEST
 EM0644'OF THE COMANCHE COUNTY COURTHOUSE IN LAWTON, 6.5 MILES
 EM0644'WEST-NORTHWEST OF THE FORT SILL RAILROAD STATION, 2.5 MILES NORTH OF
 EM0644'THE SOUTHERN BOUNDARY OF FORT SILL MILITARY RESERVATION, AND 17.0
 EM0644'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A STONE
 EM0644'CONSTRUCTED BLOCK HOUSE.  IT PROJECTS 7 INCHES AND IS STAMPED
 EM0644'SIGNAL 1948.  ORIGINALLY ESTABLISHED BY F.A. U.S.E.
 EM0644'
 EM0644'REFERENCE MARK NO. 1 IS 1.5 FEET BELOW THE STATION AND 23.0 FEET
 EM0644'NORTHEAST OF THE NORTHEAST CORNER OF A STONE CONSTRUCTED BLOCK
 EM0644'HOUSE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED SIGNAL NO 1
 EM0644'1948.
 EM0644'
 EM0644'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 EM0644'STATION AND IS 14.8 FEET WEST OF THE NORTHWEST CORNER OF A STONE
 EM0644'CONSTRUCTED BLOCK HOUSE.  IT IS SET FLUSH WITH THE GROUND AND IS
 EM0644'STAMPED SIGNAL NO 2 1948.
 EM0644'
 EM0644'LAWTON N. BASE IS TO BE USED AS THE AZIMUTH MARK.  IT IS LOCATED ON
 EM0644'FORT SILL MILITARY RESERVATION, 0.5 MILE NORTH OF GATE NO. 4 AND 80
 EM0644'FEET EAST OF THE CENTER OF SHERIDAN ROAD.  IT IS STAMPED LAWTON
 EM0644'N. BASE 1948 AND IS SET FLUSH WITH THE GROUND.
 EM0644'
 EM0644'TO REACH THE STATION FROM GATE NO. 4 INTO FORT SILL MILITARY
 EM0644'RESERVATION, THIS GATE IS 1.5 MILES WEST AND 2.5 MILES NORTH OF THE
 EM0644'CENTER OF LAWTON, GO WEST FROM GATE NO. 4 ON A SURFACED POST ROAD
 EM0644'FOR 4.0 MILES TO A GRAVELED ROAD RIGHT AT A SMALL CONCRETE GUARD
 EM0644'STATION ON THE RIGHT.  TURN RIGHT ON GRAVELED ROAD AND GO NORTH
 EM0644'FOR 1.0 MILE TO WHERE THE MAIN ROAD TURNS LEFT, CONTINUE STRAIGHT
 EM0644'AHEAD AND FOLLOW THE MAIN ROAD FOR 1.4 MILES, TURN RIGHT ON MAIN
 EM0644'TRAVELED ROAD AND GO 1.05 MILES TO A FORK AT THE NORTHWEST BASE OF
 EM0644'SIGNAL MOUNTAIN, TURN RIGHT UP RIDGE AND FOLLOW ROUGH ROCKY
 EM0644'ROAD FOR 0.5 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 EM0644'
 EM0644'A 4 FOOT SIGNAL AT MT SCOTT IS VISIBLE AT 4 FEET.
 EM0644'A 4 FOOT SIGNAL AT HEYLS IS VISIBLE AT 4 FEET.
 EM0644'A 47 FOOT SIGNAL AT ZELLA IS VISIBLE AT 4 FEET.
 EM0644'A 47 FOOT SIGNAL AT LAWTON N. BASE IS VISIBLE AT 4 FEET.
 EM0644'A 10 FOOT SIGNAL AT LAWTON S. BASE IS VISIBLE AT 15 FEET.
 EM0644'A 4 FOOT SIGNAL AT HILL IS VISIBLE AT 15 FEET.
 EM0644'A 4 FOOT SIGNAL AT HOLLIDAY IS VISIBLE AT 15 FEET.
 EM0644'A 4 FOOT SIGNAL AT 28C24TT IS VISIBLE AT 4 FEET.
 EM0644'
 EM0644'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
 EM0644
 EM0644                          STATION RECOVERY (1964)
 EM0644
 EM0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0644'THIS STATION IS LOCATED IN THE IMPACT AREA.  IT WAS VIEWED
 EM0644'THROUGH BINOCULARS AND APPEARS TO BE UNDISTURBED.  A METAL
 EM0644'TRIPOD HAS BEEN ERECTED OVER THE STATION SUPPORTING A BANNER
 EM0644'CONSISTING OF ALTERNATING BLACK AND WHITE BOARDS.  THE STANDARD
 EM0644'BANNER USED BY THE ARMY FOR THIS PURPOSE IS 0.98 METERS
 EM0644'TALL AND IS ERECTED WITH THE TOP OF THE BANNER 4.74 METERS
 EM0644'ABOVE THE STATION MARK WITH THE TRIPOD LEGS EMBEDDED IN
 EM0644'CONCRETE.  THE ARMY RECORDS FOR THIS STATION USE THE NAME
 EM0644'SIGNAL MOUNTAIN.  THE ARMY DESCRIPTION OF THE STATION AGREES
 EM0644'WITH THE U.S. COAST AND GEODETIC SURVEY DESCRIPTION FOR
 EM0644'SIGNAL (USE) INCLUDING THE STATION MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0754 ***********************************************************************
 EL0754  DESIGNATION -  SILO
 EL0754  PID         -  EL0754
 EL0754  STATE/COUNTY-  OK/BRYAN
 EL0754  COUNTRY     -  US
 EL0754  USGS QUAD   -  DURANT NORTH (2018)
 EL0754
 EL0754                         *CURRENT SURVEY CONTROL
 EL0754  ______________________________________________________________________
 EL0754* NAD 83(1993) POSITION- 34 03 11.26137(N) 096 28 21.48987(W)   ADJUSTED
 EL0754* NAVD 88 ORTHO HEIGHT -   267.20  (+/-2cm)      876.6   (feet) VERTCON3
 EL0754  ______________________________________________________________________
 EL0754  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 EL0754  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 EL0754  HORZ ORDER      -  FIRST
 EL0754  VERT ORDER      -  THIRD ? (See Below)
 EL0754
 EL0754.The horizontal coordinates were established by classical geodetic methods
 EL0754.and adjusted by the National Geodetic Survey in November 1994.
 EL0754
 EL0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0754
 EL0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0754.GEOID18 height accuracy estimate available here.
 EL0754
 EL0754.The vertical order pertains to the NGVD 29 superseded value.
 EL0754
 EL0754.Click photographs - Photos may exist for this station.
 EL0754
 EL0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0754
 EL0754. The following values were computed from the NAD 83(1993) position.
 EL0754
 EL0754;                    North         East     Units Scale Factor Converg.
 EL0754;SPC OK S     -    80,909.203   741,008.885   MT  0.99997861   +0 52 01.0
 EL0754;SPC OK S     -   265,449.61  2,431,126.65   sFT  0.99997861   +0 52 01.0
 EL0754;UTM  14      - 3,770,928.912   733,279.611   MT  1.00027089   +1 24 57.1
 EL0754
 EL0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0754!SPC OK S     -   0.99996218  x   0.99997861  =   0.99994079
 EL0754!UTM  14      -   0.99996218  x   1.00027089  =   1.00023306
 EL0754
 EL0754:                Primary Azimuth Mark                     Grid Az
 EL0754:SPC OK S     -  SILO AZ MK                               189 19 37.4
 EL0754:UTM  14      -  SILO AZ MK                               188 46 41.3
 EL0754
 EL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3327970928(NAD 83)
 EL0754
 EL0754|---------------------------------------------------------------------|
 EL0754| PID    Reference Object                     Distance      Geod. Az  |
 EL0754|                                                           dddmmss.s |
 EL0754| CY2286 SILO RM 1                            25.429 METERS 04053     |
 EL0754| CY2285 SILO AZ MK                                         1901138.4 |
 EL0754| CY2287 SILO RM 2                            23.802 METERS 31130     |
 EL0754|---------------------------------------------------------------------|
 EL0754
 EL0754                          SUPERSEDED SURVEY CONTROL
 EL0754
 EL0754  NAD 83(1986)-  34 03 11.26689(N)    096 28 21.48213(W) AD(       ) 1
 EL0754  NAD 27      -  34 03 10.91740(N)    096 28 20.50350(W) AD(       ) 1
 EL0754  NGVD 29             267.14   (m)          876.4    (f) LEVELING    3  
 EL0754
 EL0754.Superseded values are not recommended for survey control.
 EL0754
 EL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0754.See file dsdata.pdf to determine how the superseded data were derived.
 EL0754
 EL0754_MARKER: DS = TRIANGULATION STATION DISK
 EL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0754_STAMPING: SILO 1955
 EL0754_MARK LOGO: CGS
 EL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0754+STABILITY: SURFACE MOTION
 EL0754
 EL0754  HISTORY     - Date     Condition        Report By
 EL0754  HISTORY     - 1955     MONUMENTED       CGS
 EL0754
 EL0754                          STATION DESCRIPTION
 EL0754
 EL0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0754'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 EL0754'HEAVILY TIMBERED KNOLL.  IT IS ABOUT 6 MILES AIRLINE
 EL0754'WEST-NORTHWEST OF DURANT, 10 MILES AIRLINE NORTH OF CALERA,
 EL0754'AND 3/4 MILE AIRLINE NORTH OF THE VILLAGE OF SILO.
 EL0754'
 EL0754'TO REACH FROM THE U.S. POST OFFICE IN DURANT, GO SOUTH ON
 EL0754'THIRD AVENUE 1 BLOCK TO MAIN STREET.  TURN RIGHT AND GO WEST
 EL0754'ON MAIN STREET 0.4 MILE TO A TRAFFIC SIGNAL AND HIGHWAY
 EL0754'JUNCTION.  CONTINUE WEST, ON U.S. HIGHWAY 70, FOR 4.6 MILES TO
 EL0754'A SERVICE STATION ON THE LEFT, AT A GRADED CROSS ROAD.  TURN
 EL0754'RIGHT ON GRADED ROAD AND GO NORTH 3.4 MILES TO THE VILLAGE
 EL0754'OF SILO.  CONTINUE NORTH 0.25 MILE TO THE TOP OF A SMALL RISE
 EL0754'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH 0.5 MILE TO
 EL0754'TOP OF GRADE AND A WIRE GATE ON THE RIGHT.  PASS THROUGH
 EL0754'GATE AND FOLLOW DIM TRACK ROAD EASTERLY THROUGH TREES FOR
 EL0754'0.1 MILE TO HIGHEST POINT OF KNOLL AND THE STATION.
 EL0754'
 EL0754'THE STATION MARK IS A STANDARD DISK STAMPED SILO 1955, SET
 EL0754'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL0754'4 INCHES.  IT IS 54 FEET SOUTHWEST OF A LARGE TRIANGULAR
 EL0754'BLAZED OAK TREE AND 4.9 FEET WEST OF A STANDARD WITNESS POST.
 EL0754'
 EL0754'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SILO
 EL0754'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EL0754'THAT PROJECTS 2 INCHES.  IT IS 45 FEET NORTH OF THE TRAINGULAR
 EL0754'BLAZED OAK TREE, 1 FOOT SOUTHWEST OF A SMALL CAIRN, AND ABOUT
 EL0754'2 FEET LOWER THAN THE STATION.
 EL0754'
 EL0754'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SILO
 EL0754'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 EL0754'THAT PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTHEAST OF A SMALL
 EL0754'CAIRN AND ABOUT 3 FEET LOWER THAN THE STATION.
 EL0754'
 EL0754'THE AZIMUTH MARK IS LOCATED AT THE EAST EDGE OF A SMALL MEADOW
 EL0754'ON THE FIRST RISE SOUTH OF THE STATION.  THE MARK IS A STANDARD
 EL0754'DISK STAMPED SILO 1955, CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT
 EL0754'BOULDER THAT PROJECTS 3 INCHES.  IT IS 51 FEET WEST OF THE
 EL0754'CENTER LINE OF A GRADED ROAD, 18 FEET WEST OF A FENCE LINE,
 EL0754'21 FEET NORTHWEST OF A STANDARD WITNESS POST, AND 8 FEET
 EL0754'NORTHWEST OF A 12-INCH OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0780 ***********************************************************************
 EL0780  DESIGNATION -  SIM
 EL0780  PID         -  EL0780
 EL0780  STATE/COUNTY-  OK/MARSHALL
 EL0780  COUNTRY     -  US
 EL0780  USGS QUAD   -  MANNSVILLE (2018)
 EL0780
 EL0780                         *CURRENT SURVEY CONTROL
 EL0780  ______________________________________________________________________
 EL0780* NAD 83(1993) POSITION- 34 08 35.94825(N) 096 53 22.52625(W)   ADJUSTED
 EL0780* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 EL0780  ______________________________________________________________________
 EL0780  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 EL0780  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 EL0780  HORZ ORDER      -  SECOND
 EL0780
 EL0780.The horizontal coordinates were established by classical geodetic methods
 EL0780.and adjusted by the National Geodetic Survey in November 1994.
 EL0780
 EL0780.The orthometric height was scaled from a topographic map.
 EL0780
 EL0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0780.GEOID18 height accuracy estimate available here.
 EL0780
 EL0780.Click photographs - Photos may exist for this station.
 EL0780
 EL0780.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0780
 EL0780. The following values were computed from the NAD 83(1993) position.
 EL0780
 EL0780;                    North         East     Units Scale Factor Converg.
 EL0780;SPC OK S     -    90,409.690   702,406.714   MT  0.99996536   +0 37 49.0
 EL0780;SPC OK S     -   296,619.12  2,304,479.36   sFT  0.99996536   +0 37 49.0
 EL0780;UTM  14      - 3,780,058.947   694,580.225   MT  1.00006673   +1 11 05.5
 EL0780
 EL0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0780!SPC OK S     -   0.99995558  x   0.99996536  =   0.99992095
 EL0780!UTM  14      -   0.99995558  x   1.00006673  =   1.00002231
 EL0780
 EL0780:                Primary Azimuth Mark                     Grid Az
 EL0780:SPC OK S     -  SIM AZ MK                                179 41 07.7
 EL0780:UTM  14      -  SIM AZ MK                                179 07 51.2
 EL0780
 EL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9458080058(NAD 83)
 EL0780
 EL0780|---------------------------------------------------------------------|
 EL0780| PID    Reference Object                     Distance      Geod. Az  |
 EL0780|                                                           dddmmss.s |
 EL0780| CY2298 SIM RM 1                              8.080 METERS 02713     |
 EL0780| CY2299 SIM RM 2                             10.000 METERS 14004     |
 EL0780| CY2297 SIM AZ MK                                          1801856.7 |
 EL0780|---------------------------------------------------------------------|
 EL0780
 EL0780                          SUPERSEDED SURVEY CONTROL
 EL0780
 EL0780  NAD 83(1986)-  34 08 35.95432(N)    096 53 22.51868(W) AD(       ) 2
 EL0780  NAD 27      -  34 08 35.60780(N)    096 53 21.49360(W) AD(       ) 2
 EL0780
 EL0780.Superseded values are not recommended for survey control.
 EL0780
 EL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0780.See file dsdata.pdf to determine how the superseded data were derived.
 EL0780
 EL0780_MARKER: DS = TRIANGULATION STATION DISK
 EL0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0780_STAMPING: SIM 1955
 EL0780_MARK LOGO: CGS
 EL0780_PROJECTION: FLUSH
 EL0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0780+STABILITY: SURFACE MOTION
 EL0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0780+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2012
 EL0780
 EL0780  HISTORY     - Date     Condition        Report By
 EL0780  HISTORY     - 1955     MONUMENTED       CGS
 EL0780  HISTORY     - 20121207 GOOD             INDIV
 EL0780
 EL0780                          STATION DESCRIPTION
 EL0780
 EL0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0780'THE STATION IS LOCATED 3-1/2 MILES SOUTH-SOUTHWEST OF MANNSVILLE,
 EL0780'36 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 20 FEET WEST
 EL0780'OF A HIGH LINE POLE AND 17 FEET SOUTH OF AN OAK TREE WITH
 EL0780'A TRIANGLE BLAZE.  IT IS SET FLUSH AND IS STAMPED SIM 1955.
 EL0780'
 EL0780'REFERENCE MARK NO. 1 IS 20 FEET NORTHWEST OF THE HIGH LINE
 EL0780'POLE, 16 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 14
 EL0780'FEET EAST OF THE TREE WITH THE TRIANGLE BLAZE.  IT IS SET
 EL0780'FLUSH AND IS STAMPED SIM NO 1 1955.
 EL0780'
 EL0780'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE HIGH LINE POLE
 EL0780'AND 16 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  IT
 EL0780'IS SET FLUSH AND IS STAMPED SIM NO 2 1955.
 EL0780'
 EL0780'THE AZIMUTH MARK IS 59 FEET WEST OF THE CENTER OF A GRAVELED
 EL0780'ROAD, 36 FEET WEST OF A T FENCE CORNER, 15 FEET SOUTH OF THE
 EL0780'CENTER OF A TRACK ROAD AND 1 FOOT WEST OF A WITNESS POST.
 EL0780'IT PROJECTS 6 INCHES AND IS STAMPED SIM 1955.
 EL0780'
 EL0780'TO REACH THE STATION FROM THE POST OFFICE IN MANNSVILLE GO
 EL0780'EAST ABOUT 50 YARDS TO CROSSROAD.  TURN RIGHT FOLLOWING THE MAIN
 EL0780'GRAVELED ROAD SOUTH AND WEST FOR 2.75 MILES TO A RAILROAD
 EL0780'CROSSING.  CONTINUE SOUTH FOR 0.2 MILE TO THE SIMSON SCHOOL
 EL0780'ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE
 EL0780'TO THE STATION ON THE RIGHT.
 EL0780'
 EL0780'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.5
 EL0780'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EL0780
 EL0780                          STATION RECOVERY (2012)
 EL0780
 EL0780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JM)
 EL0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1084 ***********************************************************************
 EM1084  DESIGNATION -  SIMPSON
 EM1084  PID         -  EM1084
 EM1084  STATE/COUNTY-  OK/COMANCHE
 EM1084  COUNTRY     -  US
 EM1084  USGS QUAD   -  ELGIN (2018)
 EM1084
 EM1084                         *CURRENT SURVEY CONTROL
 EM1084  ______________________________________________________________________
 EM1084* NAD 83(2011) POSITION- 34 45 57.46921(N) 098 17 36.60747(W)   ADJUSTED
 EM1084* NAD 83(2011) ELLIP HT-   367.690 (meters)        (06/27/12)   ADJUSTED
 EM1084* NAD 83(2011) EPOCH   -  2010.00
 EM1084* NAVD 88 ORTHO HEIGHT -   393.5   (meters)     1291.    (feet) VERTCON3
 EM1084  ______________________________________________________________________
 EM1084  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 EM1084  NAD 83(2011) X  -   -756,642.970 (meters)                     COMP
 EM1084  NAD 83(2011) Y  - -5,190,720.097 (meters)                     COMP
 EM1084  NAD 83(2011) Z  -  3,616,778.064 (meters)                     COMP
 EM1084  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 EM1084
 EM1084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1084  Standards:
 EM1084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1084  -------------------------------------------------------------------
 EM1084  NETWORK    5.38   7.11           2.27   2.03   3.63     -0.35885936
 EM1084  -------------------------------------------------------------------
 EM1084  Click here for local accuracies and other accuracy information.
 EM1084
 EM1084.The horizontal coordinates were established by GPS observations
 EM1084.and adjusted by the National Geodetic Survey in June 2012.
 EM1084
 EM1084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1084.been affixed to the stable North American tectonic plate. See 
 EM1084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1084
 EM1084.The horizontal coordinates are valid at the epoch date displayed above
 EM1084.which is a decimal equivalence of Year/Month/Day.
 EM1084
 EM1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1084
 EM1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1084.GEOID18 height accuracy estimate available here.
 EM1084
 EM1084.Click photographs - Photos may exist for this station.
 EM1084
 EM1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1084
 EM1084.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1084
 EM1084.The ellipsoidal height was determined by GPS observations
 EM1084.and is referenced to NAD 83.
 EM1084
 EM1084. The following values were computed from the NAD 83(2011) position.
 EM1084
 EM1084;                    North         East     Units Scale Factor Converg.
 EM1084;SPC OK S     -   158,951.937   573,132.294   MT  0.99994096   -0 09 59.7
 EM1084;SPC OK S     -   521,494.81  1,880,351.53   sFT  0.99994096   -0 09 59.7
 EM1084;UTM  14      - 3,847,317.129   564,652.704   MT  0.99965152   +0 24 10.4
 EM1084
 EM1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1084!SPC OK S     -   0.99994229  x   0.99994096  =   0.99988325
 EM1084!UTM  14      -   0.99994229  x   0.99965152  =   0.99959383
 EM1084
 EM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6465247317(NAD 83)
 EM1084
 EM1084                          SUPERSEDED SURVEY CONTROL
 EM1084
 EM1084  NAD 83(2007)-  34 45 57.46904(N)    098 17 36.60798(W) AD(2002.00) 0
 EM1084  ELLIP H (02/10/07)  367.715  (m)                       GP(2002.00)    
 EM1084  ELLIP H (06/19/02)  367.722  (m)                       GP(       ) 5 1
 EM1084  NAD 83(1993)-  34 45 57.46995(N)    098 17 36.60793(W) AD(       ) 1
 EM1084  ELLIP H (11/28/94)  367.763  (m)                       GP(       ) 5 1
 EM1084  NAD 83(1986)-  34 45 57.47579(N)    098 17 36.59233(W) AD(       ) 1
 EM1084  NGVD 29 (12/08/88)  393.4    (m)  RAPSU86  model used  GPS OBS        
 EM1084
 EM1084.Superseded values are not recommended for survey control.
 EM1084
 EM1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1084.See file dsdata.pdf to determine how the superseded data were derived.
 EM1084
 EM1084_MARKER: DD = SURVEY DISK
 EM1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1084_MARK LOGO: USA
 EM1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1084+STABILITY: SURFACE MOTION
 EM1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1084+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EM1084
 EM1084  HISTORY     - Date     Condition        Report By
 EM1084  HISTORY     - 1988     MONUMENTED       USA
 EM1084  HISTORY     - 20000101 GOOD             LOCSUR
 EM1084
 EM1084                          STATION DESCRIPTION
 EM1084
 EM1084'DESCRIBED BY US ARMY 1988 (LDA)
 EM1084'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 EM1084'SOUTH OF ELGIN, 20.9 KM (13.0 MI) NORTHEAST OF LAWTON AND ABOUT 0.4
 EM1084'KM (0.25 MI) SOUTHEAST OF ELGIN GATE ONTO FORT SILL.
 EM1084'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM1084'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM1084'73503-5600, PHONE 405-351-4300.
 EM1084'
 EM1084'TO REACH THE STATION FROM THE APACHE CEMETERY ON FORT SILL, GO
 EM1084'NORTHEAST ON ELGIN ROAD FOR 10.6 KM (6.6 MI) TO THE ELGIN GATE.
 EM1084'CONTINUE NORTHEAST FOR 0.6 KM (0.35 MI) TO A FAINT DIRT ROAD RIGHT.
 EM1084'TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.15 MI).  THE STATION IS
 EM1084'ABOUT 40 METERS SOUTHWEST OF ROAD.
 EM1084'
 EM1084'THE STATION IS A
 EM1084'US ARMY RANGE DISK WITH NO STAMPING
 EM1084'SET IN THE TOP OF A ROUND CONCRETE MONUMENT.  LOCATED 25.1
 EM1084'METERS (82.2 FT) WEST FROM RM 1 AND 19.3 METERS (63.3 FT) NORTH
 EM1084'FROM RM 2.
 EM1084'
 EM1084'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM1084'
 EM1084'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM1084'
 EM1084'DESCRIBED BY D.A. BOWLING.
 EM1084
 EM1084                          STATION RECOVERY (2000)
 EM1084
 EM1084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM1084'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0860 ***********************************************************************
 EL0860  DESIGNATION -  SINCLAIR CONTL OIL MICROWAVE
 EL0860  PID         -  EL0860
 EL0860  STATE/COUNTY-  OK/GARVIN
 EL0860  COUNTRY     -  US
 EL0860  USGS QUAD   -  ELMORE CITY NE (2018)
 EL0860
 EL0860                         *CURRENT SURVEY CONTROL
 EL0860  ______________________________________________________________________
 EL0860* NAD 83(1993) POSITION- 34 40 49.56538(N) 097 16 52.28717(W)   ADJUSTED
 EL0860  ______________________________________________________________________
 EL0860  GEOID HEIGHT    -        -25.396 (meters)                     GEOID18
 EL0860  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 EL0860  HORZ ORDER      -  THIRD
 EL0860
 EL0860.The horizontal coordinates were established by classical geodetic methods
 EL0860.and adjusted by the National Geodetic Survey in November 1994.
 EL0860
 EL0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0860.GEOID18 height accuracy estimate available here.
 EL0860
 EL0860.Click photographs - Photos may exist for this station.
 EL0860
 EL0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0860
 EL0860. The following values were computed from the NAD 83(1993) position.
 EL0860
 EL0860;                    North         East     Units Scale Factor Converg.
 EL0860;SPC OK S     -   149,659.796   665,868.174   MT  0.99993735   +0 24 28.8
 EL0860;SPC OK S     -   491,008.85  2,184,602.50   sFT  0.99993735   +0 24 28.8
 EL0860;UTM  14      - 3,838,949.541   657,459.902   MT  0.99990560   +0 58 41.5
 EL0860
 EL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5745938949(NAD 83)
 EL0860
 EL0860                          SUPERSEDED SURVEY CONTROL
 EL0860
 EL0860  NAD 83(1986)-  34 40 49.56999(N)    097 16 52.27342(W) AD(       ) 3
 EL0860  NAD 27      -  34 40 49.27669(N)    097 16 51.19134(W) AD(       ) 3
 EL0860
 EL0860.Superseded values are not recommended for survey control.
 EL0860
 EL0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0860.See file dsdata.pdf to determine how the superseded data were derived.
 EL0860
 EL0860_MARKER: 44 = MICROWAVE MAST
 EL0860
 EL0860  HISTORY     - Date     Condition        Report By
 EL0860  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0860
 EL0860                          STATION DESCRIPTION
 EL0860
 EL0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0860'THE STATION IS 4 MILES SOUTHWEST OF PAULS VALLEY.  IT IS A
 EL0860'SLENDER, STRUCTURAL STEEL MAST, RED AND WHITE IN COLOR AND
 EL0860'165 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE
 EL0860'MAST WHICH HAS NO RED WARNING LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0927 ***********************************************************************
 FJ0927  DESIGNATION -  SINCLAIR PIPELINE CO MAST
 FJ0927  PID         -  FJ0927
 FJ0927  STATE/COUNTY-  OK/CLEVELAND
 FJ0927  COUNTRY     -  US
 FJ0927  USGS QUAD   -  EASON (2018)
 FJ0927
 FJ0927                         *CURRENT SURVEY CONTROL
 FJ0927  ______________________________________________________________________
 FJ0927* NAD 83(1993) POSITION- 35 06 57.62506(N) 097 14 53.65151(W)   ADJUSTED
 FJ0927  ______________________________________________________________________
 FJ0927  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 FJ0927  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 FJ0927  HORZ ORDER      -  THIRD
 FJ0927
 FJ0927.The horizontal coordinates were established by classical geodetic methods
 FJ0927.and adjusted by the National Geodetic Survey in November 1994.
 FJ0927
 FJ0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0927.GEOID18 height accuracy estimate available here.
 FJ0927
 FJ0927.Click photographs - Photos may exist for this station.
 FJ0927
 FJ0927.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0927
 FJ0927. The following values were computed from the NAD 83(1993) position.
 FJ0927
 FJ0927;                    North         East     Units Scale Factor Converg.
 FJ0927;SPC OK S     -   198,000.010   668,528.036   MT  0.99997892   +0 25 36.2
 FJ0927;SPC OK S     -   649,605.03  2,193,329.06   sFT  0.99997892   +0 25 36.2
 FJ0927;UTM  14      - 3,887,311.935   659,633.868   MT  0.99991406   +1 00 28.4
 FJ0927
 FJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5963387311(NAD 83)
 FJ0927
 FJ0927                          SUPERSEDED SURVEY CONTROL
 FJ0927
 FJ0927  NAD 83(1986)-  35 06 57.63071(N)    097 14 53.63538(W) AD(       ) 3
 FJ0927  NAD 27      -  35 06 57.37391(N)    097 14 52.53659(W) AD(       ) 3
 FJ0927
 FJ0927.Superseded values are not recommended for survey control.
 FJ0927
 FJ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0927.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0927
 FJ0927_MARKER: 44 = MICROWAVE MAST
 FJ0927
 FJ0927  HISTORY     - Date     Condition        Report By
 FJ0927  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0927
 FJ0927                          STATION DESCRIPTION
 FJ0927
 FJ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0927'THE STATION IS 8-1/4 MILES EAST-SOUTHEAST OF NOBLE AND 6
 FJ0927'MILES WEST OF THE CLEVELAND-POTTAWATOMIE COUNTY LINE.  IT
 FJ0927'IS A STRUCTURAL STEEL MAST, RED AND WHITE IN COLOR AND 225
 FJ0927'FEET IN HEIGHT.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 FJ0927'STATION NEEDMORE.  THE DISTANCE = 90.509 METERS (296.941 FEET.
 FJ0927'THE POINT OBSERVED AND MEASURED TO WAS THE CENTER OF THE
 FJ0927'BASE OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0990 ***********************************************************************
 GH0990  DESIGNATION -  SKEDEE
 GH0990  PID         -  GH0990
 GH0990  STATE/COUNTY-  OK/PAWNEE
 GH0990  COUNTRY     -  US
 GH0990  USGS QUAD   -  MASHAM (2018)
 GH0990
 GH0990                         *CURRENT SURVEY CONTROL
 GH0990  ______________________________________________________________________
 GH0990* NAD 83(1993) POSITION- 36 24 33.37015(N) 096 46 18.52003(W)   ADJUSTED
 GH0990* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0990  ______________________________________________________________________
 GH0990  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 GH0990  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 GH0990  HORZ ORDER      -  FIRST
 GH0990
 GH0990.The horizontal coordinates were established by classical geodetic methods
 GH0990.and adjusted by the National Geodetic Survey in November 1994.
 GH0990
 GH0990.The orthometric height was scaled from a topographic map.
 GH0990
 GH0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0990.GEOID18 height accuracy estimate available here.
 GH0990
 GH0990.Click photographs - Photos may exist for this station.
 GH0990
 GH0990.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0990
 GH0990. The following values were computed from the NAD 83(1993) position.
 GH0990
 GH0990;                    North         East     Units Scale Factor Converg.
 GH0990;SPC OK N     -   157,060.650   710,155.057   MT  0.99995429   +0 43 29.3
 GH0990;SPC OK N     -   515,289.82  2,329,900.38   sFT  0.99995429   +0 43 29.3
 GH0990;UTM  14      - 4,031,650.534   699,793.610   MT  1.00009184   +1 19 22.7
 GH0990
 GH0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0990!SPC OK N     -   0.99995550  x   0.99995429  =   0.99990979
 GH0990!UTM  14      -   0.99995550  x   1.00009184  =   1.00004733
 GH0990
 GH0990:                Primary Azimuth Mark                     Grid Az
 GH0990:SPC OK N     -  SKEDEE AZ MK                             139 57 02.4
 GH0990:UTM  14      -  SKEDEE AZ MK                             139 21 09.0
 GH0990
 GH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9979331650(NAD 83)
 GH0990
 GH0990|---------------------------------------------------------------------|
 GH0990| PID    Reference Object                     Distance      Geod. Az  |
 GH0990|                                                           dddmmss.s |
 GH0990| CI3202 SKEDEE RM 1                          16.880 METERS 02556     |
 GH0990| CI3203 SKEDEE RM 2                          10.961 METERS 08034     |
 GH0990| CI3201 SKEDEE AZ MK                                       1404031.7 |
 GH0990| GH0996 PAWNEE MUNICIPAL TANK               APPROX. 9.6 KM 1942243.5 |
 GH0990| GH0991 PAWNEE MUNICIPAL STANDPIPE          APPROX. 8.8 KM 1954930.0 |
 GH0990| GH0994 PAWNEE OKLA HWY PAT RAD MAST        APPROX. 5.9 KM 2064722.6 |
 GH0990| GH0706 MORRISON MUNICIPAL TANK             APPROX.24.3 KM 2401855.1 |
 GH0990|---------------------------------------------------------------------|
 GH0990
 GH0990                          SUPERSEDED SURVEY CONTROL
 GH0990
 GH0990  NAD 83(1986)-  36 24 33.38263(N)    096 46 18.50574(W) AD(       ) 1
 GH0990  NAD 27      -  36 24 33.19298(N)    096 46 17.38245(W) AD(       ) 1
 GH0990
 GH0990.Superseded values are not recommended for survey control.
 GH0990
 GH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0990.See file dsdata.pdf to determine how the superseded data were derived.
 GH0990
 GH0990_MARKER: DS = TRIANGULATION STATION DISK
 GH0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0990_STAMPING: SKEDEE 1935
 GH0990_MARK LOGO: CGS
 GH0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0990+STABILITY: SURFACE MOTION
 GH0990
 GH0990  HISTORY     - Date     Condition        Report By
 GH0990  HISTORY     - 1935     MONUMENTED       CGS
 GH0990  HISTORY     - 1963     GOOD             CGS
 GH0990
 GH0990                          STATION DESCRIPTION
 GH0990
 GH0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0990'IN THE SOUTHEAST QUARTER OF SECTION 4, T. 22 N., R. 5 E.,
 GH0990'ABOUT 5 MILES NORTH AND 1-1/2 MILES EAST OF PAWNEE.  ON THE
 GH0990'EAST END OF A FLAT TOP RIDGE, 1/4 MILE NORTH OF THE HOPEWELL
 GH0990'SCHOOL AND ON THE PROPERTY OF MR. RAGAN.
 GH0990'
 GH0990'TO REACH STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 GH0990'IN PAWNEE, GO EAST AND NORTH ON STATE HIGHWAY 18 FOR 5 MILES
 GH0990'TO CROSSROADS AND SMALL SERVICE STATION ON WEST SIDE OF
 GH0990'ROAD, TURN RIGHT (EAST) ON GRADED DIRT ROAD AND GO 1.0 MILE
 GH0990'TO WHERE MAIN TRAVELED ROAD TURNS RIGHT, CONTINUE STRAIGHT
 GH0990'AHEAD 0.6 MILE TO HOPEWELL SCHOOL, THEN TURN LEFT (NORTH)
 GH0990'ACROSS SCHOOLYARD AND FOLLOW FARM ROAD ACROSS PASTURE 0.1
 GH0990'MILE TO WIRE GATE IN EAST-AND-WEST FENCE, AND GO THROUGH
 GH0990'GATE.  LEAVE FARM ROAD AND TURN LEFT (NORTHWEST) 250 YARDS
 GH0990'TO TOP OF HILL AND STATION.
 GH0990'
 GH0990'REFERENCE MARK NO. 1 IS 55.38 FEET (16.879 METERS) NORTH-NORTHEAST
 GH0990'OF STATION, ON EAST EDGE OF KNOLL.
 GH0990'
 GH0990'REFERENCE MARK NO. 2 IS 35.97 FEET (10.963 METERS) EAST OF
 GH0990'STATION, ON EAST EDGE OF KNOLL.
 GH0990'
 GH0990'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF STATION.
 GH0990'REACHED BY GOING BACK TO HOPEWELL SCHOOL FROM STATION, THEN
 GH0990'TURN LEFT (EAST) AND GO 0.1 MILE.  MARK IS SET 30 FEET SOUTH
 GH0990'OF CENTER LINE OF EAST-AND-WEST ROAD.
 GH0990'
 GH0990'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 GH0990'AS DESCRIBED.
 GH0990'
 GH0990'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH0990
 GH0990                          STATION RECOVERY (1963)
 GH0990
 GH0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0990'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GH0990'WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 GH0990'FOLLOWING IS A NEW ROUTING TO THE STATION.
 GH0990'
 GH0990'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GH0990'HIGHWAY 18 IN THE EAST EDGE OF PAWNEE, GO NORTH ON STATE
 GH0990'HIGHWAY 18 FOR 5.0 MILES TO THE JUNCTION OF STATE HIGHWAYS
 GH0990'15 AND 18.  TURN RIGHT, EAST, ON GRAVELED ROAD FOR 1.0 MILE
 GH0990'TO A T-INTERSECTION.  TURN RIGHT, SOUTH, ON GRAVELED ROAD
 GH0990'FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD,
 GH0990'SOUTH, ON GRAVELED ROAD FOR 0.15 MILE TO A GATE ON THE LEFT.
 GH0990'TURN LEFT, PASS THROUGH THE GATE AND FOLLOW FIELD ROAD
 GH0990'EASTERLY FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK,
 GH0990'NORTHEASTERLY, ON FIELD ROAD FOR 0.6 MILE TO A CORRAL.  PASS
 GH0990'THROUGH GATE, TURN RIGHT, EAST, ON TRACK ROAD FOR 0.3 MILE
 GH0990'TO A GATE ON THE LEFT AND AZIMUTH MARK ON THE RIGHT.  TURN
 GH0990'LEFT, PASS THROUGH THE GATE AND GO ACROSS COUNTRY,
 GH0990'NORTHWEST FOR 0.3 MILE TO THE HIGHEST POINT OF RIDGE AND
 GH0990'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0819 ***********************************************************************
 GG0819  DESIGNATION -  SKIDMORE
 GG0819  PID         -  GG0819
 GG0819  STATE/COUNTY-  OK/ROGERS
 GG0819  COUNTRY     -  US
 GG0819  USGS QUAD   -  OOLOGAH (2018)
 GG0819
 GG0819                         *CURRENT SURVEY CONTROL
 GG0819  ______________________________________________________________________
 GG0819* NAD 83(1993) POSITION- 36 29 45.29592(N) 095 44 21.60783(W)   ADJUSTED
 GG0819* NAVD 88 ORTHO HEIGHT -   231.1   (meters)      758.    (feet) VERTCON3
 GG0819  ______________________________________________________________________
 GG0819  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 GG0819  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GG0819  HORZ ORDER      -  FIRST
 GG0819
 GG0819.The horizontal coordinates were established by classical geodetic methods
 GG0819.and adjusted by the National Geodetic Survey in November 1994.
 GG0819
 GG0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0819
 GG0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0819.GEOID18 height accuracy estimate available here.
 GG0819
 GG0819.Click photographs - Photos may exist for this station.
 GG0819
 GG0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0819
 GG0819. The following values were computed from the NAD 83(1993) position.
 GG0819
 GG0819;                    North         East     Units Scale Factor Converg.
 GG0819;SPC OK N     -   168,336.305   802,520.016   MT  0.99996179   +1 20 02.8
 GG0819;SPC OK N     -   552,283.36  2,632,934.42   sFT  0.99996179   +1 20 02.8
 GG0819;UTM  15      - 4,042,445.116   254,637.619   MT  1.00034179   -1 37 48.3
 GG0819
 GG0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0819!SPC OK N     -   0.99996831  x   0.99996179  =   0.99993010
 GG0819!UTM  15      -   0.99996831  x   1.00034179  =   1.00031009
 GG0819
 GG0819:                Primary Azimuth Mark                     Grid Az
 GG0819:SPC OK N     -  JACKSON                                  171 56 43.2
 GG0819:UTM  15      -  JACKSON                                  174 54 34.3
 GG0819
 GG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5463742445(NAD 83)
 GG0819
 GG0819|---------------------------------------------------------------------|
 GG0819| PID    Reference Object                     Distance      Geod. Az  |
 GG0819|                                                           dddmmss.s |
 GG0819| CI3204 SKIDMORE AZ MK                                     0895921.3 |
 GG0819| CI3205 SKIDMORE RM 1                        47.665 METERS 09119     |
 GG0819| GG0818 JACKSON                             APPROX.19.3 KM 1731646.0 |
 GG0819| GG0842 COLLINSVILLE MUNICIPAL TANK         APPROX.17.1 KM 2133822.9 |
 GG0819| CI3206 SKIDMORE RM 2                        45.213 METERS 33039     |
 GG0819|---------------------------------------------------------------------|
 GG0819
 GG0819                          SUPERSEDED SURVEY CONTROL
 GG0819
 GG0819  NAD 83(1986)-  36 29 45.32191(N)    095 44 21.58897(W) AD(       ) 1
 GG0819  NAD 27      -  36 29 44.98500(N)    095 44 20.65100(W) AD(       ) 1
 GG0819  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 GG0819
 GG0819.Superseded values are not recommended for survey control.
 GG0819
 GG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0819.See file dsdata.pdf to determine how the superseded data were derived.
 GG0819
 GG0819_MARKER: DS = TRIANGULATION STATION DISK
 GG0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0819_STAMPING: SKIDMORE 1934
 GG0819_MARK LOGO: CGS
 GG0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0819+STABILITY: SURFACE MOTION
 GG0819
 GG0819  HISTORY     - Date     Condition        Report By
 GG0819  HISTORY     - 1934     MONUMENTED       CGS
 GG0819  HISTORY     - 1939     GOOD             OKGS
 GG0819  HISTORY     - 1954     GOOD             SSC
 GG0819  HISTORY     - 1960     GOOD             CGS
 GG0819  HISTORY     - 1968     GOOD             USGS
 GG0819  HISTORY     - 1968     GOOD             USGS
 GG0819  HISTORY     - 1986     GOOD             USPSQD
 GG0819
 GG0819                          STATION DESCRIPTION
 GG0819
 GG0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0819'STATION IS LOCATED ABOUT 5 MILES NW OF OOLAGAH, A SMALL
 GG0819'TOWN ON STATE HIGHWAY 16.  IT IS IN THE SW 1/4 SEC. 5, T 23 N,
 GG0819'R 15 E, ON THE HIGHEST POINT OF A LONG LOW HILL.  MARK IS
 GG0819'18 FEET N OF CENTER LINE OF AN E AND W DIRT ROAD, AND 4
 GG0819'FEET N OF AN E AND W FENCE.
 GG0819'
 GG0819'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0819'BRONZE DISKS SET IN CONCRETE.
 GG0819'
 GG0819'REFERENCE MARK NO. 1 IS E OF STATION, 47.670 METERS (156.39
 GG0819'FEET) ALONG E AND W FENCE LINE, 18 FEET N OF CENTER LINE OF
 GG0819'E AND W ROAD.
 GG0819'
 GG0819'REFERENCE MARK NO. 2 IS NW OF STATION, 45.195 METERS (148.27
 GG0819'FEET) IN OPEN FIELD.
 GG0819'
 GG0819'AZIMUTH MARK IS DUE E OF STATION APPROXIMATELY 2.0 MILES,
 GG0819'25 FEET W OF STATE HIGHWAY 16, AND 15 FEET N OF CENTER LINE OF
 GG0819'E AND W DIRT ROAD.
 GG0819'
 GG0819'TO REACH FROM OOLAGAH, GO N ON STATE HIGHWAY 16 FOR 3.35
 GG0819'MILES, THEN W 1.95 MILES ON DIRT ROAD TO STATION ON N SIDE
 GG0819'OF ROAD.
 GG0819'
 GG0819'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GG0819
 GG0819                          STATION RECOVERY (1939)
 GG0819
 GG0819'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1939
 GG0819'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK RECOVERED
 GG0819'AS DESCRIBED IN GOOD CONDITION.
 GG0819
 GG0819                          STATION RECOVERY (1954)
 GG0819
 GG0819'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1954 (RJP)
 GG0819'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED IN
 GG0819'GOOD CONDITION.  THE U.S. HIGHWAY 16, MENTIONED IN THE DIRECTIONS
 GG0819'ON REACHING THE STATION FROM COLAGH, IS NOW U.S. HIGHWAY 169.
 GG0819'AZIMUTH MARK WAS NOT VISITED.
 GG0819
 GG0819                          STATION RECOVERY (1960)
 GG0819
 GG0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0819'THE STATION RECOVERED AND ALL MARKS FOUND IN CONDITION.
 GG0819'
 GG0819'THE ROAD PAST THE STATION HAS BEEN MOVED SOUTH AND THE STATION
 GG0819'IS 56 FEET NORTH OF THE CENTERLINE OF THE PRESENT ROAD, ABOUT
 GG0819'18 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, ABOUT 4 FEET
 GG0819'NORTH OF AN OLD FENCE LINE AND IN LINE WITH POWER LINE POLES.
 GG0819'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED FROM THE
 GG0819'STATION.
 GG0819'
 GG0819'THE AZIMUTH MARK RECOVERED ABOUT 50 FEET WEST OF THE CENTERLINE
 GG0819'OF U.S. HIGHWAY 169 AND 21 FEET NORTH OF CENTERLINE OF
 GG0819'EAST-WEST GRAVEL ROAD.
 GG0819'
 GG0819'TO REACH FROM OOLAGAH, GO NORTH ON U.S. HIGHWAY 169 FOR
 GG0819'3.35 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR
 GG0819'1.95 MILES TO TOP OF RIDGE AND STATION ON RIGHT.
 GG0819
 GG0819                          STATION RECOVERY (1968)
 GG0819
 GG0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 GG0819'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND--TREES IN LINE.
 GG0819'
 GG0819'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 GG0819'
 GG0819'THE OLD DESCRIPTION IS ADEQUATE.
 GG0819
 GG0819                          STATION RECOVERY (1968)
 GG0819
 GG0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (UNK)
 GG0819'RECOVERED IN GOOD CONDITION.
 GG0819
 GG0819                          STATION RECOVERY (1986)
 GG0819
 GG0819'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCO)
 GG0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1026 ***********************************************************************
 FH1026  DESIGNATION -  SLABROCK
 FH1026  PID         -  FH1026
 FH1026  STATE/COUNTY-  OK/HASKELL
 FH1026  COUNTRY     -  US
 FH1026  USGS QUAD   -  MCCURTAIN (2018)
 FH1026
 FH1026                         *CURRENT SURVEY CONTROL
 FH1026  ______________________________________________________________________
 FH1026* NAD 83(1993) POSITION- 35 12 00.98828(N) 094 58 37.30887(W)   ADJUSTED
 FH1026* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 FH1026  ______________________________________________________________________
 FH1026  GEOID HEIGHT    -        -30.899 (meters)                     GEOID18
 FH1026  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 FH1026  HORZ ORDER      -  SECOND
 FH1026
 FH1026.The horizontal coordinates were established by classical geodetic methods
 FH1026.and adjusted by the National Geodetic Survey in November 1994.
 FH1026
 FH1026.The orthometric height was scaled from a topographic map.
 FH1026
 FH1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1026.GEOID18 height accuracy estimate available here.
 FH1026
 FH1026.Click photographs - Photos may exist for this station.
 FH1026
 FH1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1026
 FH1026. The following values were computed from the NAD 83(1993) position.
 FH1026
 FH1026;                    North         East     Units Scale Factor Converg.
 FH1026;SPC OK S     -   211,215.435   875,244.402   MT  0.99999363   +1 42 57.2
 FH1026;SPC OK S     -   692,962.64  2,871,531.01   sFT  0.99999363   +1 42 57.2
 FH1026;UTM  15      - 3,897,043.451   320,021.306   MT  0.99999922   -1 08 23.8
 FH1026
 FH1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1026!SPC OK S     -   0.99996591  x   0.99999363  =   0.99995954
 FH1026!UTM  15      -   0.99996591  x   0.99999922  =   0.99996513
 FH1026
 FH1026:                Primary Azimuth Mark                     Grid Az
 FH1026:SPC OK S     -  SLABROCK AZ MK                           034 11 10.3
 FH1026:UTM  15      -  SLABROCK AZ MK                           037 02 31.3
 FH1026
 FH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2002197043(NAD 83)
 FH1026
 FH1026|---------------------------------------------------------------------|
 FH1026| PID    Reference Object                     Distance      Geod. Az  |
 FH1026|                                                           dddmmss.s |
 FH1026| CI3209 SLABROCK AZ MK                                     0355407.5 |
 FH1026| CI3210 SLABROCK RM 1                         6.145 METERS 04256     |
 FH1026| CI3211 SLABROCK RM 2                        13.338 METERS 11303     |
 FH1026|---------------------------------------------------------------------|
 FH1026
 FH1026                          SUPERSEDED SURVEY CONTROL
 FH1026
 FH1026  NAD 83(1986)-  35 12 00.99711(N)    094 58 37.30186(W) AD(       ) 2
 FH1026  NAD 27      -  35 12 00.64700(N)    094 58 36.46600(W) AD(       ) 2
 FH1026
 FH1026.Superseded values are not recommended for survey control.
 FH1026
 FH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1026.See file dsdata.pdf to determine how the superseded data were derived.
 FH1026
 FH1026_MARKER: DS = TRIANGULATION STATION DISK
 FH1026_SETTING: 66 = SET IN ROCK OUTCROP
 FH1026_STAMPING: SLABROCK 1940
 FH1026_MARK LOGO: CGS
 FH1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1026+STABILITY: POSITION/ELEVATION WELL
 FH1026
 FH1026  HISTORY     - Date     Condition        Report By
 FH1026  HISTORY     - 1940     MONUMENTED       CGS
 FH1026  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH1026
 FH1026                          STATION DESCRIPTION
 FH1026
 FH1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1026'STATION IS LOCATED IN HASKELL COUNTY, ABOUT 4 MILES S AND 3 MILES
 FH1026'W OF KEOTA, AND ABOUT 3 MILES N OF MC CURTAIN.  IT IS ON THE EXTREME
 FH1026'E END OF A FLAT-TOPPED, TIMBERED RIDGE, 10 FEET W OF WHERE THE
 FH1026'RIDGE BREAKS SHARPLY TO THE E.  THE STATION IS 7 FEET W OF AN
 FH1026'18-INCH WHITE OAK IN A DEPRESSION MADE BY THE REMOVAL OF LOOSE
 FH1026'SURFACE ROCK.
 FH1026'
 FH1026'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 FH1026'OUTCROPPING BEDROCK.
 FH1026'
 FH1026'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN BOULDERS.
 FH1026'
 FH1026'AZIMUTH IS MARKED BY A STANDARD DISK SET IN CONCRETE.
 FH1026'
 FH1026'THE STATION IS STAMPED SLABROCK 1940.  THERE IS A WHITE REFERENCE
 FH1026'POST IN A CAIRN 6 FEET W OF THE STATION.
 FH1026'
 FH1026'REFERENCE MARK NO.1 IS ABOUT 2 FEET HIGHER THAN THE STATION, SET IN
 FH1026'A PIECE OF SLAB ROCK ABOUT 4 BY 10 FEET IN SIZE.  IT IS
 FH1026'STAMPED SLABROCK NO.1, 1940.  REFERENCE MARK NO.2 IS ABOUT 20 FEET
 FH1026'LOWER THAN THE STATION, SET IN A PIECE OF SLAB ROCK ABOUT 6 BY
 FH1026'15 FEET IN SIZE.  IT IS STAMPED SLABROCK NO.2, 1940.
 FH1026'
 FH1026'THE AZIMUTH MARK IS ABOUT 1.0 MILE ENE OF THE STATION, 0.45
 FH1026'MILE W OF WOODY SCHOOL, 30 FEET N OF THE CENTER LINE OF AN E-W
 FH1026'ROAD, ON THE CREST OF A BARE RIDGE.  THE MARK PROJECTS 6 INCHES AND
 FH1026'IS STAMPED SLABROCK 1940.  THERE IS A WHITE REFERENCE POST 3 FEET
 FH1026'E OF THE MARK.
 FH1026'
 FH1026'TO REACH THE STATION FROM KEOTA, GO W ON STATE HIGHWAY 10 FOR
 FH1026'2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 26.  TURN S ON
 FH1026'STATE HIGHWAY 26 FOR 3.8 MILES TO CROSS ROAD AND WOODY SCHOOL.
 FH1026'TURN RIGHT (W) AND GO 0.45 MILE TO THE AZIMUTH MARK.  CONTINUE
 FH1026'W FOR 0.95 MILE TO T-ROAD.  TURN LEFT (S) AND GO 0.6 MILE TO
 FH1026'WHERE THE MAIN ROAD TURNS LEFT AND A DIM TRACK ROAD LEADS
 FH1026'STRAIGHT AHEAD.  TAKE TRACK ROAD FOR 0.15 MILE TO FORK.  TAKE
 FH1026'RIGHT FORK AND GO NE FOR 0.2 MILE TO TOP OF RIDGE.  CONTINUE
 FH1026'ON SAME ROAD (E) ALONG TOP OF RIDGE FOR 0.6 MILE TO THE
 FH1026'EXTREME E END OF RIDGE AND STATION.
 FH1026
 FH1026                          STATION RECOVERY (1959)
 FH1026
 FH1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1026'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT THE STATION MARK
 FH1026'WAS NOT FOUND.  IT WAS THOUGHT THAT THE SLABROCK, IN WHICH THE
 FH1026'STATION MARK WAS SET, HAD BEEN REMOVED.  THE STATION MARK COULD
 FH1026'PROBABLY BE RESET WITH A FAIRLY HIGH DEGREE OF ACCURACY BY
 FH1026'MEASURING FROM THE REFERENCE MARKS AS THESE MARKS ARE IN ROCK.
 FH1026'THE REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 FH1026'
 FH1026'THE ROAD LEADING THROUGH THE WOODS TO THE STATION HAS BEEN ABANDONED.
 FH1026'THE STATION IS BEST REACHED BY PACKING WEST FROM MAIN ROAD TO THE
 FH1026'HIGHEST POINT AT EXTREME EAST END OF RIDGE.
 FH1026'
 FH1026'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM KEOTA IS
 FH1026'ADEQUATE BUT THE END OF TRUCK TRAVEL WOULD BE ABOUT 3/4 MILE
 FH1026'BEFORE ORIGINAL DESCRIPTION LEFT MAIN ROAD TO ENTER WOODS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0935 ***********************************************************************
 FJ0935  DESIGNATION -  SLAUGHTER
 FJ0935  PID         -  FJ0935
 FJ0935  STATE/COUNTY-  OK/CLEVELAND
 FJ0935  COUNTRY     -  US
 FJ0935  USGS QUAD   -  PURCELL (2018)
 FJ0935
 FJ0935                         *CURRENT SURVEY CONTROL
 FJ0935  ______________________________________________________________________
 FJ0935* NAD 83(1993) POSITION- 35 05 37.95521(N) 097 20 50.17987(W)   ADJUSTED
 FJ0935* NAVD 88 ORTHO HEIGHT -   347.    (meters)     1138.    (feet) SCALED
 FJ0935  ______________________________________________________________________
 FJ0935  GEOID HEIGHT    -        -26.287 (meters)                     GEOID18
 FJ0935  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 FJ0935  HORZ ORDER      -  THIRD
 FJ0935
 FJ0935.The horizontal coordinates were established by classical geodetic methods
 FJ0935.and adjusted by the National Geodetic Survey in November 1994.
 FJ0935
 FJ0935.The orthometric height was scaled from a topographic map.
 FJ0935
 FJ0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0935.GEOID18 height accuracy estimate available here.
 FJ0935
 FJ0935.Click photographs - Photos may exist for this station.
 FJ0935
 FJ0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0935
 FJ0935. The following values were computed from the NAD 83(1993) position.
 FJ0935
 FJ0935;                    North         East     Units Scale Factor Converg.
 FJ0935;SPC OK S     -   195,482.097   659,516.316   MT  0.99997541   +0 22 13.8
 FJ0935;SPC OK S     -   641,344.18  2,163,763.11   sFT  0.99997541   +0 22 13.8
 FJ0935;UTM  14      - 3,884,703.057   650,648.843   MT  0.99987971   +0 57 01.3
 FJ0935
 FJ0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0935!SPC OK S     -   0.99994965  x   0.99997541  =   0.99992506
 FJ0935!UTM  14      -   0.99994965  x   0.99987971  =   0.99982936
 FJ0935
 FJ0935:                Primary Azimuth Mark                     Grid Az
 FJ0935:SPC OK S     -  SLAUGHTER AZ MK                          306 32 11.0
 FJ0935:UTM  14      -  SLAUGHTER AZ MK                          305 57 23.5
 FJ0935
 FJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5064884703(NAD 83)
 FJ0935
 FJ0935|---------------------------------------------------------------------|
 FJ0935| PID    Reference Object                     Distance      Geod. Az  |
 FJ0935|                                                           dddmmss.s |
 FJ0935| CL5416 SLAUGHTER RM 1                       10.095 METERS 12653     |
 FJ0935| CL5417 SLAUGHTER RM 2                       12.211 METERS 30229     |
 FJ0935| CL5415 SLAUGHTER AZ MK                                    3065424.8 |
 FJ0935| FJ0942 NOBLE MUNICIPAL TANK                APPROX. 6.6 KM 3195254.5 |
 FJ0935|---------------------------------------------------------------------|
 FJ0935
 FJ0935                          SUPERSEDED SURVEY CONTROL
 FJ0935
 FJ0935  NAD 83(1986)-  35 05 37.96078(N)    097 20 50.16395(W) AD(       ) 3
 FJ0935  NAD 27      -  35 05 37.70821(N)    097 20 49.06632(W) AD(       ) 3
 FJ0935
 FJ0935.Superseded values are not recommended for survey control.
 FJ0935
 FJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0935.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0935
 FJ0935_MARKER: DS = TRIANGULATION STATION DISK
 FJ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0935_STAMPING: SLAUGHTER 1957
 FJ0935_MARK LOGO: CGS
 FJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0935+STABILITY: SURFACE MOTION
 FJ0935
 FJ0935  HISTORY     - Date     Condition        Report By
 FJ0935  HISTORY     - 1957     MONUMENTED       CGS
 FJ0935
 FJ0935                          STATION DESCRIPTION
 FJ0935
 FJ0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0935'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF NOBLE, ON
 FJ0935'THE RIGHT-OF-WAY OF U.S. HIGHWAY 77, IN SECTION 7, T 7 N,
 FJ0935'R 1 W.
 FJ0935'
 FJ0935'REACHED FROM THE POST OFFICE IN NOBLE BY GOING SOUTHERLY ON U.S.
 FJ0935'HIGHWAY 77 FOR 3.8 MILES TO THE AZIMUTH MARK ON THE LEFT,
 FJ0935'CONTINUE SOUTHERLY ON HIGHWAY 77 FOR 0.4 MILE TO THE STATION
 FJ0935'ON THE RIGHT.
 FJ0935'
 FJ0935'STATION MARKS ARE STANDARD DISKS, STAMPED SLAUGHTER 1957.
 FJ0935'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ0935'CONCRETE POST PROJECTING 4 INCHES.  IT IS 187 FEET NORTHWEST
 FJ0935'OF THE NORTHWEST CORNER OF A FARM HOUSE, 113 FEET SOUTHWEST
 FJ0935'OF A POWERLINE POLE, 47 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 FJ0935'77 AND 3 FEET EAST OF A RIGHT-OF-WAY FENCE.  A WHITE POST
 FJ0935'WAS SET 4 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND MARK
 FJ0935'WAS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 FJ0935'THE GROUND SURFACE.
 FJ0935'
 FJ0935'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SLAUGHTER NO
 FJ0935'1 1957, SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE POST
 FJ0935'PROJECTING 4 INCHES.  IT IS 189 FEET WEST OF THE NORTHWEST
 FJ0935'CORNER OF THE FARM HOUSE, 49 FEET SOUTHWEST OF THE CENTER
 FJ0935'OF THE HIGHWAY, AND 1 FOOT EAST OF A ROAD RIGHT-OF-WAY FENCE.
 FJ0935'
 FJ0935'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SLAUGHTER NO
 FJ0935'2 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ0935'PROJECTING 5 INCHES.  IT IS 99 FEET NORTHWEST OF A POWERLINE
 FJ0935'POLE, 49 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND
 FJ0935'1 FOOT EAST OF A ROAD RIGHT-OF-WAY FENCE.
 FJ0935'
 FJ0935'AZIMUTH MARK IS A STANDARD DISK, STAMPED SLAUGHTER 1957,
 FJ0935'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0935'2 INCHES.  IT IS 201 FEET NORTHWEST OF THE NORTHEAST CORNER
 FJ0935'OF A FARM HOUSE, 60 FEET NORTHWEST OF A POWERLINE POLE, 48
 FJ0935'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 77 AND 29 FEET
 FJ0935'NORTHWEST OF THE CENTER OF A GRADED ROAD.  A WHITE POST WAS
 FJ0935'SET 1 FOOT NORTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0607 ***********************************************************************
 GJ0607  DESIGNATION -  SMELLAGE
 GJ0607  PID         -  GJ0607
 GJ0607  STATE/COUNTY-  OK/WOODS
 GJ0607  COUNTRY     -  US
 GJ0607  USGS QUAD   -  ALVA (2018)
 GJ0607
 GJ0607                         *CURRENT SURVEY CONTROL
 GJ0607  ______________________________________________________________________
 GJ0607* NAD 83(1997) POSITION- 36 50 37.08352(N) 098 38 14.21083(W)   ADJUSTED
 GJ0607* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) SCALED
 GJ0607  ______________________________________________________________________
 GJ0607  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GJ0607  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GJ0607  HORZ ORDER      -  FIRST
 GJ0607
 GJ0607.The horizontal coordinates were established by classical geodetic methods
 GJ0607.and adjusted by the National Geodetic Survey in October 1998.
 GJ0607
 GJ0607.The orthometric height was scaled from a topographic map.
 GJ0607
 GJ0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0607.GEOID18 height accuracy estimate available here.
 GJ0607
 GJ0607.Click photographs - Photos may exist for this station.
 GJ0607
 GJ0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0607
 GJ0607. The following values were computed from the NAD 83(1997) position.
 GJ0607
 GJ0607;                    North         East     Units Scale Factor Converg.
 GJ0607;SPC OK N     -   204,751.223   543,158.185   MT  1.00001495   -0 22 33.9
 GJ0607;SPC OK N     -   671,754.64  1,782,011.48   sFT  1.00001495   -0 22 33.9
 GJ0607;UTM  14      - 4,077,587.827   532,339.356   MT  0.99961288   +0 13 03.0
 GJ0607
 GJ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0607!SPC OK N     -   0.99993489  x   1.00001495  =   0.99994984
 GJ0607!UTM  14      -   0.99993489  x   0.99961288  =   0.99954780
 GJ0607
 GJ0607:                Primary Azimuth Mark                     Grid Az
 GJ0607:SPC OK N     -  SMELLAGE AZ MK 2                         261 44 24.4
 GJ0607:UTM  14      -  SMELLAGE AZ MK 2                         261 08 47.5
 GJ0607
 GJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3233977587(NAD 83)
 GJ0607
 GJ0607|---------------------------------------------------------------------|
 GJ0607| PID    Reference Object                     Distance      Geod. Az  |
 GJ0607|                                                           dddmmss.s |
 GJ0607| HG0844 KIOWA WESTERN P AND L CO TANK       APPROX.24.3 KM 0345452.0 |
 GJ0607| CL4117 SMELLAGE AZ MK                                     0504104.9 |
 GJ0607| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.26.5 KM 1094308.3 |
 GJ0607| GJ0601 ASHLEY FARMERS CO OP ELEVATOR       APPROX.11.0 KM 1132526.3 |
 GJ0607| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX. 6.8 KM 1695714.4 |
 GJ0607| CL4119 SMELLAGE RM 1                        30.413 METERS 19749     |
 GJ0607| GJ0606 ALVA EVANG LUTH ZION CH CROSS       APPROX. 5.4 KM 2034314.5 |
 GJ0607| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX. 6.6 KM 2052829.9 |
 GJ0607| GJ0603 ALVA SILVER TANK                    APPROX. 5.9 KM 2060428.5 |
 GJ0607| GJ0604 ALVA CITY HALL FLAGPOLE             APPROX. 5.0 KM 2084149.8 |
 GJ0607| GJ0609 ALVA COUNTY COURTHOUSE DOME         APPROX. 5.0 KM 2094135.8 |
 GJ0607| CL4118 SMELLAGE AZ MK 2                                   2612150.5 |
 GJ0607| CL4120 SMELLAGE RM 2                        21.367 METERS 33441     |
 GJ0607| HG0847 HARDTNER MUNICIPAL WATER TANK       APPROX.19.5 KM 3564444.1 |
 GJ0607|---------------------------------------------------------------------|
 GJ0607
 GJ0607                          SUPERSEDED SURVEY CONTROL
 GJ0607
 GJ0607  NAD 83(1993)-  36 50 37.08365(N)    098 38 14.21151(W) AD(       ) 1
 GJ0607  NAD 83(1986)-  36 50 37.08752(N)    098 38 14.19960(W) AD(       ) 1
 GJ0607  NAD 27      -  36 50 36.97808(N)    098 38 12.90149(W) AD(       ) 1
 GJ0607
 GJ0607.Superseded values are not recommended for survey control.
 GJ0607
 GJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0607.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0607
 GJ0607_MARKER: DS = TRIANGULATION STATION DISK
 GJ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0607_STAMPING: SMELLAGE 1934
 GJ0607_MARK LOGO: CGS
 GJ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0607+STABILITY: SURFACE MOTION
 GJ0607
 GJ0607  HISTORY     - Date     Condition        Report By
 GJ0607  HISTORY     - 1934     MONUMENTED       CGS
 GJ0607  HISTORY     - 1951     GOOD             CGS
 GJ0607
 GJ0607                          STATION DESCRIPTION
 GJ0607
 GJ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0607'STATION IS LOCATED ABOUT 3 MILES NORTH AND 1-1/2 MILES EAST
 GJ0607'OF ALVA IN SOUTHEAST QUARTER OF SEC. 6, T. 27 N., R. 13 W.,
 GJ0607'ON A SMALL KNOLL IN PASTURE LAND OF R.J. EDWARDS, RENTED BY
 GJ0607'R.L. SMELLAGE.
 GJ0607'
 GJ0607'REACHED FROM NORTHEAST CORNER OF COURTHOUSE SQUARE IN ALVA
 GJ0607'BY GOING NORTH 3.05 MILES ON STATE HIGHWAY 14 TO TOP OF BLUFF
 GJ0607'OVERLOOKING SALT FORK RIVER, TURN EAST ON DIRT ROAD FOR 0.6
 GJ0607'MILE, THENCE NORTH ON DIM ROAD 0.15 MILE ALONG FENCE TO MARK.
 GJ0607'
 GJ0607'REFERENCE MARK NO. 1, NOTE 11B, IS 30.450 METERS (99.90 FEET)
 GJ0607'SOUTHWEST OF STATION, IN NORTH-SOUTH FENCE LINE JUST EAST
 GJ0607'OF ROAD TO STATION.
 GJ0607'
 GJ0607'REFERENCE MARK NO. 2 IS 21.390 METERS (70.18 FEET)
 GJ0607'NORTHWEST OF STATION IN SAME FENCE LINE AS R.M.
 GJ0607'NO. 1.
 GJ0607'
 GJ0607'AZIMUTH MARK IS DISTANT ABOUT 0.5 MILE EAST-NORTHEAST.
 GJ0607'REACHED BY GOING SOUTH 0.15 MILE TO MAIN ROAD, THENCE EAST
 GJ0607'0.4 MILE, THENCE NORTH 0.4 MILE TO HIGH SPRINGS SCHOOLHOUSE,
 GJ0607'DISTRICT 22.  MARK IS SET IN NORTH-SOUTH FENCE LINE BETWEEN
 GJ0607'BOYS AND GIRLS TOILETS.
 GJ0607'
 GJ0607'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 GJ0607
 GJ0607                          STATION RECOVERY (1951)
 GJ0607
 GJ0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0607'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0607'WERE FOUND AS DESCRIBED AND ARE IN GOOD CONDITION.  A SEARCH
 GJ0607'WAS MADE FOR THE 1934 AZIMUTH MARK BUT IT COULD NOT BE LOCATED
 GJ0607'AND IS THOUGHT TO BE DESTROYED BY CULTIVATION.  A NEW AZIMUTH
 GJ0607'MARK WAS ESTABLISHED.
 GJ0607'
 GJ0607'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GJ0607'
 GJ0607'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 1.5 MILES EAST
 GJ0607'OF ALVA ON THE TOP OF A KNOLL IN A CULTIVATED FIELD ON LAND OWNED
 GJ0607'BY MRS. OPAL MC CLUNG OF ALVA.  IT IS ABOUT 0.3 MILE SOUTHWEST
 GJ0607'OF A GROUP OF FARM BUILDINGS AND 230.0 YARDS NORTH OF A GRADED
 GJ0607'ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED SMELLAGE 1934.
 GJ0607'
 GJ0607'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE KNOLL
 GJ0607'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 6
 GJ0607'INCHES AND IS STAMPED SMELLAGE NO 1 1934.
 GJ0607'
 GJ0607'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTH SLOPE OF THE KNOLL
 GJ0607'ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS SET
 GJ0607'FLUSH WITH THE GROUND AND IS STAMPED SMELLAGE NO 2 1934.
 GJ0607'
 GJ0607'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GJ0607'NO. 2 IS 158.35 FEET.
 GJ0607'
 GJ0607'THE AZIMUTH MARK IS 45.0 FEET WEST OF THE CENTER OF U.S.
 GJ0607'HIGHWAY NO. 281, 1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT
 GJ0607'SOUTH OF A TELEPHONE POLE DIRECTLY UNDER A NORTH-SOUTH FENCE.
 GJ0607'IT PROJECTS 4 INCHES AND IS STAMPED SMELLAGE 1951.
 GJ0607'
 GJ0607'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 GJ0607'SQUARE IN ALVA, GO EAST ON FLYNN AVENUE FOR 0.85 MILE TO THE
 GJ0607'JUNCTION WITH U.S. HIGHWAY NO. 281.  HERE TURN LEFT AND GO
 GJ0607'NORTH ON U.S. HIGHWAY NO. 281 FOR 2.55 MILES TO A CROSSROAD, TURN
 GJ0607'RIGHT AND GO EAST ON A GRADED ROAD FOR 0.6 MILE TO THE TOP OF
 GJ0607'A SMALL RISE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 GJ0607'NORTH ACROSS CULTIVATED FIELD FOR ABOUT 230.0 YARDS TO THE
 GJ0607'TOP OF A KNOLL AND THE STATION AS DESCRIBED.
 GJ0607'
 GJ0607'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 GJ0607'WEST ON A GRADED ROAD FOR 0.6 MILE TO THE JUNCTION WITH U.S.
 GJ0607'HIGHWAY NO. 281.  TURN RIGHT ON U.S. HIGHWAY NO. 281 AND GO
 GJ0607'NORTH FOR ABOUT 0.1 MILE AND THE AZIMUTH MARK ON THE LEFT AS
 GJ0607'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0497 ***********************************************************************
 GJ0497  DESIGNATION -  SMITH
 GJ0497  PID         -  GJ0497
 GJ0497  STATE/COUNTY-  OK/ALFALFA
 GJ0497  COUNTRY     -  US
 GJ0497  USGS QUAD   -  MANCHESTER NW (2018)
 GJ0497
 GJ0497                         *CURRENT SURVEY CONTROL
 GJ0497  ______________________________________________________________________
 GJ0497* NAD 83(1997) POSITION- 36 53 30.03094(N) 098 07 55.91906(W)   ADJUSTED
 GJ0497* NAVD 88 ORTHO HEIGHT -   441.    (meters)     1447.    (feet) SCALED
 GJ0497  ______________________________________________________________________
 GJ0497  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 GJ0497  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 GJ0497  HORZ ORDER      -  FIRST
 GJ0497
 GJ0497.The horizontal coordinates were established by classical geodetic methods
 GJ0497.and adjusted by the National Geodetic Survey in October 1998.
 GJ0497
 GJ0497.The orthometric height was scaled from a topographic map.
 GJ0497
 GJ0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0497.GEOID18 height accuracy estimate available here.
 GJ0497
 GJ0497.Click photographs - Photos may exist for this station.
 GJ0497
 GJ0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0497
 GJ0497. The following values were computed from the NAD 83(1997) position.
 GJ0497
 GJ0497;                    North         East     Units Scale Factor Converg.
 GJ0497;SPC OK N     -   209,904.149   588,215.715   MT  1.00002520   -0 04 40.9
 GJ0497;SPC OK N     -   688,660.53  1,929,837.72   sFT  1.00002520   -0 04 40.9
 GJ0497;UTM  14      - 4,083,207.201   577,323.684   MT  0.99967366   +0 31 15.5
 GJ0497
 GJ0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0497!SPC OK N     -   0.99993518  x   1.00002520  =   0.99996038
 GJ0497!UTM  14      -   0.99993518  x   0.99967366  =   0.99960886
 GJ0497
 GJ0497:                Primary Azimuth Mark                     Grid Az
 GJ0497:SPC OK N     -  SMITH AZ MK                              090 54 02.5
 GJ0497:UTM  14      -  SMITH AZ MK                              090 18 06.1
 GJ0497
 GJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7732383207(NAD 83)
 GJ0497
 GJ0497|---------------------------------------------------------------------|
 GJ0497| PID    Reference Object                     Distance      Geod. Az  |
 GJ0497|                                                           dddmmss.s |
 GJ0497| GJ0490 MANCHESTER WATER TANK               APPROX.14.3 KM 0372455.6 |
 GJ0497| CL4123 SMITH AZ MK                                        0904921.6 |
 GJ0497| CL4124 SMITH RM 1                           19.053 METERS 21438     |
 GJ0497| GJ0518 AMARILLO KANSAS CITY BCN 22         APPROX.20.4 KM 3005746.8 |
 GJ0497| CL4125 SMITH RM 2                           19.980 METERS 30856     |
 GJ0497| HG0841 AMARILLO KANSAS CITY BCN 23         APPROX.20.2 KM 3421724.0 |
 GJ0497| HG0842 ATTICA MUNICIPAL WATER TANK         APPROX.40.0 KM 3481931.1 |
 GJ0497|---------------------------------------------------------------------|
 GJ0497
 GJ0497                          SUPERSEDED SURVEY CONTROL
 GJ0497
 GJ0497  NAD 83(1993)-  36 53 30.03251(N)    098 07 55.92140(W) AD(       ) 1
 GJ0497  NAD 83(1986)-  36 53 30.03654(N)    098 07 55.91084(W) AD(       ) 1
 GJ0497  NAD 27      -  36 53 29.93589(N)    098 07 54.67550(W) AD(       ) 1
 GJ0497
 GJ0497.Superseded values are not recommended for survey control.
 GJ0497
 GJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0497.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0497
 GJ0497_MARKER: DS = TRIANGULATION STATION DISK
 GJ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0497_STAMPING: SMITH 1934
 GJ0497_MARK LOGO: CGS
 GJ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0497+STABILITY: SURFACE MOTION
 GJ0497
 GJ0497  HISTORY     - Date     Condition        Report By
 GJ0497  HISTORY     - 1934     MONUMENTED       CGS
 GJ0497  HISTORY     - 1936     POOR             OK-003
 GJ0497  HISTORY     - 1951     GOOD             CGS
 GJ0497  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 GJ0497
 GJ0497                          STATION DESCRIPTION
 GJ0497
 GJ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0497'STATION IS LOCATED ABOUT 5 MILES WEST AND 9 MILES SOUTH OF
 GJ0497'MANCHESTER, 9.25 MILES EAST AND 1/2 MILE SOUTH OF BYRON, IN THE
 GJ0497'SOUTHWEST QUARTER OF SEC. 23, T. 28 N., R. 9 W., ON TOP OF
 GJ0497'THE MOST NORTHERLY OF SEVERAL HILLS KNOWN AS THE SAND HILLS.
 GJ0497'
 GJ0497'REACHED FROM BYRON BY GOING EAST FROM SOUTH PORTION OF TOWN
 GJ0497'9.25 MILES TO CROSSROADS, THENCE SOUTH 0.45 MILE TO GATE IN
 GJ0497'WEST FENCE LINE, THENCE WEST 0.3 MILE TO TOP OF HILL AND
 GJ0497'STATION.  UNDERGROUND MARK SET AS DESCRIBED.
 GJ0497'
 GJ0497'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, SET
 GJ0497'FLUSH WITH GROUND.
 GJ0497'
 GJ0497'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, SET
 GJ0497'FLUSH WITH GROUND.
 GJ0497'
 GJ0497'AZIMUTH MARK IS EAST OF STATION, SET 15 FEET NORTH
 GJ0497'OF GATE TO STATION, 15 FEET WEST OF CENTERLINE OF DIRT ROAD.
 GJ0497'
 GJ0497'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0497
 GJ0497                          STATION RECOVERY (1936)
 GJ0497
 GJ0497'RECOVERY NOTE BY ALFALFA COUNTY OKLAHOMA 1936 (WOW)
 GJ0497'THIS STATION WAS RECOVERED BY OK MINERAL SURVEY.
 GJ0497'
 GJ0497'LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 28,
 GJ0497'RANGE 9, RECENTLY FOUND IN BAD CONDITION.  THE MONUMENT IS
 GJ0497'LOCATED ON TOP OF A SAND HILL.  THE AREA IMMEDIATELY SURROUNDING
 GJ0497'THE MONUMENT IS MORE OR LESS VOID OF VEGETATION, THE WIND
 GJ0497'HAVING REMOVED THE DIRT SURROUNDING THE MONUMENT FOR A DISTANCE
 GJ0497'FROM 15 TO 18 INCHES BELOW THE TOP OF THE MONUMENT.  THE DIRT
 GJ0497'AND PIECES OF CONCRETE AROUND THE MONUMENT WERE FILLED IN AND
 GJ0497'SOME CACTI PLANTED WITH THE HOPE THE LATTER WOULD TEND TO HOLD
 GJ0497'THE SOIL IN PLACE.
 GJ0497
 GJ0497                          STATION RECOVERY (1951)
 GJ0497
 GJ0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0497'THE SUB STATION MARK, REFERENCE MARK NUMBER ONE, REFERENCE MARK
 GJ0497'NUMBER TWO, AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN
 GJ0497'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LEANING OUT
 GJ0497'OF POSITION.  A NEW MARK (PLUMBED OVER THE SUB SURFACE MARK)
 GJ0497'WAS SET IN ITS PLACE.  FOLLOWING IS A NEW AND
 GJ0497'COMPLETE DESCRIPTION-
 GJ0497'
 GJ0497'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF MANCHESTER,
 GJ0497'ABOUT 9 MILES EAST-SOUTHEAST OF BYRON, AND IS SITUATED ON THE
 GJ0497'SUMMIT OF THE MOST NORTHERLY OF SEVERAL LOW HILLS, KNOWN AS
 GJ0497'THE SAND HILLS.  IT IS SET NEAR THE HIGHEST POINT, 5 FEET
 GJ0497'SOUTH-SOUTHWEST OF A WITNESS POST.  THE SURFACE STATION MARK IS
 GJ0497'A STANDARD DISK, STAMPED SMITH 1934 1951, THAT IS WELDED TO THE
 GJ0497'TOP OF A LENGTH OF 2-INCH IRON PIPE WHICH PROJECTS 10 INCHES
 GJ0497'ABOVE THE SURFACE OF THE GROUND.
 GJ0497'
 GJ0497'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION.  IT IS
 GJ0497'STAMPED SMITH NO 1 1934 AND PROJECTS 1 INCH ABOVE THE GROUND.
 GJ0497'
 GJ0497'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION.  IT IS
 GJ0497'STAMPED SMITH NO 2 1934 AND PROJECTS 3 INCHES ABOVE THE
 GJ0497'GROUND.
 GJ0497'
 GJ0497'THE AZIMUTH MARK IS LOCATED 50 FEET NORTH OF A GATE, 30 FEET
 GJ0497'WEST FROM THE CENTER OF A DIRT ROAD, AND 2 FEET WEST OF A
 GJ0497'WITNESS POST THAT IS SET IN THE FENCE LINE.  IT IS STAMPED
 GJ0497'SMITH AZI 1934 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 GJ0497'
 GJ0497'TO REACH THE STATION FROM THE SOUTH END OF BYRON (0.4 MILE SOUTH
 GJ0497'OF THE POST OFFICE) GO DUE EAST ON GRAVELED ROAD FOR 9.2 MILES
 GJ0497'TO A CROSSROAD, TURN RIGHT ON A SAND ROAD AND GO SOUTH FOR 0.5
 GJ0497'MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 GJ0497'RIGHT THROUGH THE GATE AND GO WESTERLY ACROSS COUNTY FOR 0.3
 GJ0497'MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 GJ0497
 GJ0497                          STATION RECOVERY (1983)
 GJ0497
 GJ0497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HM)
 GJ0497'SMITH 1934 DESTROYED.
 GJ0497'
 GJ0497'REF. NO. 1 1934 RECOVERED VERY GOOD.
 GJ0497'
 GJ0497'REF. NO. 2 1934 RECOVERED VERY GOOD.
 GJ0497'
 GJ0497'AZM. NOT RECOVERED.
 GJ0497'
 GJ0497'TRI/STATION SMITH WAS FOUND OUT OF THE GROUND NEXT TO ITS ORIGINALL
 GJ0497'PLACE - NO BRASS CAP ON IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0996 ***********************************************************************
 FJ0996  DESIGNATION -  SMITH 2
 FJ0996  PID         -  FJ0996
 FJ0996  STATE/COUNTY-  OK/OKLAHOMA
 FJ0996  COUNTRY     -  US
 FJ0996  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0996
 FJ0996                         *CURRENT SURVEY CONTROL
 FJ0996  ______________________________________________________________________
 FJ0996* NAD 83(1993) POSITION- 35 22 51.17815(N) 097 29 39.89189(W)   ADJUSTED
 FJ0996* NAVD 88 ORTHO HEIGHT -   407.    (meters)     1335.    (feet) SCALED
 FJ0996  ______________________________________________________________________
 FJ0996  GEOID HEIGHT    -        -26.827 (meters)                     GEOID18
 FJ0996  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FJ0996  HORZ ORDER      -  FIRST
 FJ0996
 FJ0996.The horizontal coordinates were established by classical geodetic methods
 FJ0996.and adjusted by the National Geodetic Survey in November 1994.
 FJ0996
 FJ0996.The orthometric height was scaled from a topographic map.
 FJ0996
 FJ0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0996.GEOID18 height accuracy estimate available here.
 FJ0996
 FJ0996.Click photographs - Photos may exist for this station.
 FJ0996
 FJ0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0996
 FJ0996. The following values were computed from the NAD 83(1993) position.
 FJ0996
 FJ0996;                    North         East     Units Scale Factor Converg.
 FJ0996;SPC OK N     -    42,380.169   645,940.675   MT  1.00003891   +0 17 54.1
 FJ0996;SPC OK N     -   139,042.27  2,119,223.70   sFT  1.00003891   +0 17 54.1
 FJ0996;SPC OK S     -   227,246.679   645,940.395   MT  1.00003249   +0 17 13.1
 FJ0996;SPC OK S     -   745,558.48  2,119,222.78   sFT  1.00003249   +0 17 13.1
 FJ0996;UTM  14      - 3,916,323.329   636,752.747   MT  0.99983047   +0 52 18.8
 FJ0996
 FJ0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0996!SPC OK N     -   0.99994032  x   1.00003891  =   0.99997923
 FJ0996!SPC OK S     -   0.99994032  x   1.00003249  =   0.99997281
 FJ0996!UTM  14      -   0.99994032  x   0.99983047  =   0.99977080
 FJ0996
 FJ0996:                Primary Azimuth Mark                     Grid Az
 FJ0996:SPC OK N     -  SMITH 2 AZ MK                            131 42 53.6
 FJ0996:SPC OK S     -  SMITH 2 AZ MK                            131 43 34.6
 FJ0996:UTM  14      -  SMITH 2 AZ MK                            131 08 28.9
 FJ0996
 FJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3675216323(NAD 83)
 FJ0996
 FJ0996|---------------------------------------------------------------------|
 FJ0996| PID    Reference Object                     Distance      Geod. Az  |
 FJ0996|                                                           dddmmss.s |
 FJ0996| FJ0988 OKLA CITY RAD STA KTOW MAST         APPROX. 9.5 KM 0073045.1 |
 FJ0996| FJ1005 OKLA CITY RAD STA KKE 587 MAST      APPROX. 5.3 KM 0165851.6 |
 FJ0996| FJ0997 OKLA CITY RAD STA KKN 229 MAST      APPROX. 5.2 KM 0172634.8 |
 FJ0996| FJ1002 OKLA CITY RAD STA KKC 628 MAST      APPROX.12.3 KM 0282949.0 |
 FJ0996| CL5430 SMITH 2 RM 2                         49.573 METERS 05237     |
 FJ0996| FJ0992 MIDWEST CITY MUNICIPAL TANK         APPROX.10.7 KM 0530818.9 |
 FJ0996| FJ0993 TINKER AFB S TANK OF TWO            APPROX.10.9 KM 0565506.9 |
 FJ0996| FJ0998 TINKER AFB CONTROL TOWER            APPROX.10.9 KM 0623700.5 |
 FJ0996| FJ0991 TINKER AFB RADAR ANTENNA            APPROX.11.2 KM 0685225.8 |
 FJ0996| FJ0979 MOORE RAD STA KTOK MAST             APPROX. 3.8 KM 1315936.7 |
 FJ0996| CL5429 SMITH 2 AZ MK                                      1320047.7 |
 FJ0996| FJ0983 MOORE MUNICIPAL TANK                APPROX. 4.7 KM 1694109.1 |
 FJ0996| FJ1020 OKLA UNIV RADIO STA WNAD MAST       APPROX.10.2 KM 1834453.8 |
 FJ0996| FJ1021 MOORE RAD STA KOMA MAST             APPROX. 5.4 KM 1900313.4 |
 FJ0996| FJ1004 SMITH                                34.810 METERS 27609     |
 FJ0996| FJ1022 RNG OKLA CITY RADIO OKC             APPROX.13.8 KM 2800032.3 |
 FJ0996| FJ1010 WILL ROGERS FIELD BEACON            APPROX.11.8 KM 2800022.3 |
 FJ0996| FJ1017 AIRPORT BCN WILL ROGERS APT         APPROX.10.1 KM 2814143.6 |
 FJ0996| FJ1024 OKLA G AND E MUSTANG STA E STK      APPROX.19.1 KM 3011818.4 |
 FJ0996| FJ1105 BETHANY ST JOSEPHS HOME TANK        APPROX.19.7 KM 3172957.1 |
 FJ0996| FJ1106 BETHANY MUNICIPAL TANK              APPROX.19.0 KM 3192904.2 |
 FJ0996| FJ1093 WARR ACRES PUTNAM SCHOOL STACK      APPROX.18.2 KM 3230116.5 |
 FJ0996| FJ1015 OKLA CITY ARMOUR STACK              APPROX. 9.7 KM 3240744.4 |
 FJ0996| FJ1095 WARR ACRES MUNICIPAL TANK           APPROX.19.2 KM 3251357.3 |
 FJ0996| FJ0990 OKLA CITY RAD STA KLPR MAST         APPROX. 0.8 KM 3280026.0 |
 FJ0996| FJ1012 OKLA CITY PENN ST MUNICIPAL TK      APPROX.11.6 KM 3343446.8 |
 FJ0996| FJ1014 OKLA CITY UNIVERSITY TOWER          APPROX.13.3 KM 3410352.6 |
 FJ0996| FJ1009 OKLA CITY GENERAL MILLS ELEV        APPROX.10.3 KM 3425442.4 |
 FJ0996| CL5431 SMITH 2 RM 3                         42.053 METERS 34354     |
 FJ0996| FJ1016 OKLA CITY RAD STA KTVQ ANT          APPROX. 9.9 KM 3482943.0 |
 FJ0996|---------------------------------------------------------------------|
 FJ0996
 FJ0996                          SUPERSEDED SURVEY CONTROL
 FJ0996
 FJ0996  NAD 83(1986)-  35 22 51.18412(N)    097 29 39.87456(W) AD(       ) 1
 FJ0996  NAD 27      -  35 22 50.95806(N)    097 29 38.74205(W) AD(       ) 1
 FJ0996
 FJ0996.Superseded values are not recommended for survey control.
 FJ0996
 FJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0996.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0996
 FJ0996_MARKER: DS = TRIANGULATION STATION DISK
 FJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0996_STAMPING: SMITH 2 1955
 FJ0996_MARK LOGO: CGS
 FJ0996_PROJECTION: FLUSH
 FJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0996+STABILITY: SURFACE MOTION
 FJ0996
 FJ0996  HISTORY     - Date     Condition        Report By
 FJ0996  HISTORY     - 1955     MONUMENTED       CGS
 FJ0996  HISTORY     - 1957     GOOD             CGS
 FJ0996
 FJ0996                          STATION DESCRIPTION
 FJ0996
 FJ0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0996'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF OKLAHOMA CITY,
 FJ0996'7 MILES SOUTHWEST OF MIDWEST CITY, AND ON PROPERTY OWNED BY MR.
 FJ0996'J.A. BURT.
 FJ0996'
 FJ0996'REACHED FROM THE JUNCTION OF SOUTHEASTERN STREET AND STATE
 FJ0996'HIGHWAY 3 AT THE SOUTH EDGE OF OKLAHOMA CITY BY GOING SOUTH ON
 FJ0996'SOUTHEASTERN STREET FOR 1.9 MILES TO COUNTY ROAD NO. 59, CONTINUE
 FJ0996'STRAIGHT AHEAD, SOUTHERLY, FOR 1.95 MILES TO A CROSSROAD, TURN
 FJ0996'RIGHT, WEST, AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 FJ0996'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT,
 FJ0996'NORTH, AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
 FJ0996'
 FJ0996'THE STATION MARK IS 88 FEET EAST OF THE APPROXIMATE CENTER OF
 FJ0996'A GRAVELED ROAD, 39 FEET EAST OF A NORTH GATE POST, AND 3 FEET
 FJ0996'WEST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND
 FJ0996'THE DISK IS STAMPED SMITH 2 1955.
 FJ0996'
 FJ0996'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE AND PROJECTS 5
 FJ0996'INCHES.  THE DISK IS STAMPED SMITH 2 NO 2 1955.
 FJ0996'
 FJ0996'REFERENCE MARK NO. 3 IS 50 FEET EAST OF THE APPROXIMATE CENTER OF
 FJ0996'THE GRAVELED ROAD, 1 FOOT EAST OF A FENCE, AND PROJECTS 3
 FJ0996'INCHES.  THE DISK IS STAMPED SMITH 2 NO 3 1955.
 FJ0996'
 FJ0996'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER LINE OF A PAVED
 FJ0996'HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST, 2 FEET WEST OF
 FJ0996'TELEPHONE POLE NO. 11, 2 FEET SOUTH OF A FENCE, AND PROJECTS 3
 FJ0996'INCHES.  THE DISK IS STAMPED SMITH 2 1955.
 FJ0996'
 FJ0996'IT IS IN THE WEST SIDE CENTER OF THE SW 1/4 OF SEC. 35, T 11
 FJ0996'N., R 3 W.
 FJ0996'
 FJ0996'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 FJ0996
 FJ0996                          STATION RECOVERY (1957)
 FJ0996
 FJ0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0996'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FJ0996'CONDITION.  THE DESCRIPTION OF THE STATION AND TO REACH THE
 FJ0996'STATION IS CORRECT AND ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0655 ***********************************************************************
 GJ0655  DESIGNATION -  SNAP
 GJ0655  PID         -  GJ0655
 GJ0655  STATE/COUNTY-  OK/WOODS
 GJ0655  COUNTRY     -  US
 GJ0655  USGS QUAD   -  SELMAN SE (2018)
 GJ0655
 GJ0655                         *CURRENT SURVEY CONTROL
 GJ0655  ______________________________________________________________________
 GJ0655* NAD 83(1997) POSITION- 36 51 25.94416(N) 099 15 32.46573(W)   ADJUSTED
 GJ0655* NAVD 88 ORTHO HEIGHT -   577.    (meters)     1893.    (feet) SCALED
 GJ0655  ______________________________________________________________________
 GJ0655  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 GJ0655  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 GJ0655  HORZ ORDER      -  FIRST
 GJ0655
 GJ0655.The horizontal coordinates were established by classical geodetic methods
 GJ0655.and adjusted by the National Geodetic Survey in October 1998.
 GJ0655
 GJ0655.The orthometric height was scaled from a topographic map.
 GJ0655
 GJ0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0655.GEOID18 height accuracy estimate available here.
 GJ0655
 GJ0655.Click photographs - Photos may exist for this station.
 GJ0655
 GJ0655.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0655
 GJ0655. The following values were computed from the NAD 83(1997) position.
 GJ0655
 GJ0655;                    North         East     Units Scale Factor Converg.
 GJ0655;SPC OK N     -   206,798.885   487,724.617   MT  1.00001777   -0 44 34.8
 GJ0655;SPC OK N     -   678,472.68  1,600,143.18   sFT  1.00001777   -0 44 34.8
 GJ0655;UTM  14      - 4,079,063.343   476,910.527   MT  0.99960657   -0 09 19.3
 GJ0655
 GJ0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0655!SPC OK N     -   0.99991385  x   1.00001777  =   0.99993161
 GJ0655!UTM  14      -   0.99991385  x   0.99960657  =   0.99952045
 GJ0655
 GJ0655:                Primary Azimuth Mark                     Grid Az
 GJ0655:SPC OK N     -  SNAP 1 AZ                                182 09 19.4
 GJ0655:UTM  14      -  SNAP 1 AZ                                181 34 03.9
 GJ0655
 GJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7691079063(NAD 83)
 GJ0655
 GJ0655|---------------------------------------------------------------------|
 GJ0655| PID    Reference Object                     Distance      Geod. Az  |
 GJ0655|                                                           dddmmss.s |
 GJ0655| GJ0218 SNAP 1 AZ                           APPROX. 0.9 KM 1812444.6 |
 GJ0655| GJ0219 SNAP RM 1                            23.687 METERS 20235     |
 GJ0655| CL3279 SNAP RM 2                            19.113 METERS 33237     |
 GJ0655|---------------------------------------------------------------------|
 GJ0655
 GJ0655                          SUPERSEDED SURVEY CONTROL
 GJ0655
 GJ0655  NAD 83(1993)-  36 51 25.94458(N)    099 15 32.46603(W) AD(       ) 1
 GJ0655  NAD 83(1986)-  36 51 25.94804(N)    099 15 32.45037(W) AD(       ) 1
 GJ0655  NAD 27      -  36 51 25.84094(N)    099 15 31.07179(W) AD(       ) 1
 GJ0655
 GJ0655.Superseded values are not recommended for survey control.
 GJ0655
 GJ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0655.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0655
 GJ0655_MARKER: DS = TRIANGULATION STATION DISK
 GJ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0655_STAMPING: SNAP 1934
 GJ0655_MARK LOGO: CGS
 GJ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0655+STABILITY: SURFACE MOTION
 GJ0655
 GJ0655  HISTORY     - Date     Condition        Report By
 GJ0655  HISTORY     - 1934     MONUMENTED       CGS
 GJ0655  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0655  HISTORY     - 1976     GOOD             NGS
 GJ0655
 GJ0655                          STATION DESCRIPTION
 GJ0655
 GJ0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0655'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC. 33, T. 28
 GJ0655'N., R. 19 W., ABOUT 6 MILES NORTH AND 8 MILES WEST OF FREEDOM,
 GJ0655'1 MILE NORTH OF U.S. HIGHWAY 64, ON TOP OF THE HIGHEST HILL
 GJ0655'IN THE IMMEDIATE VICINITY, IN PASTURE LAND OWNED BY MRS. BUNK
 GJ0655'SNAP WHO LIVES ABOUT 3 MILES EAST OF FREEDOM.
 GJ0655'
 GJ0655'REACHED FROM FREEDOM BY GOING NORTH ON STATE HIGHWAY 50, 3.0
 GJ0655'MILES TO U.S. HIGHWAY 64 AND CAMP HOUSTON STORE.  TURN LEFT
 GJ0655'(WEST) ON U.S. HIGHWAY 64 AND GO 8.2 MILES TO PLAINVIEW STORE,
 GJ0655'CONTINUE WEST ON THE HIGHWAY FOR 0.8 MILE, THEN LEAVE IT,
 GJ0655'TURN RIGHT (NORTH) ON STATE HIGHWAY 50 AND GO 1.0 MILE, THEN GO
 GJ0655'THROUGH GATE ENTERING PASTURE ON THE RIGHT AND GO NORTH ALONG
 GJ0655'EAST SIDE OF FENCE TO TOP OF HILL AND STATION.
 GJ0655'
 GJ0655'STATION IS 61 FEET EAST OF CENTERLINE OF STATE HIGHWAY 50
 GJ0655'AND 31 FEET EAST OF EAST RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS
 GJ0655'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0655'
 GJ0655'REFERENCE MARK NO. 1 IS 23.687 METERS (77.71 FEET)
 GJ0655'SOUTH-SOUTHWEST OF STATION ON EAST RIGHT-OF-WAY FENCE LINE.
 GJ0655'
 GJ0655'REFERENCE MARK NO. 2 IS 19.113 METERS (62.71 FEET)
 GJ0655'NORTH-NORTHWEST OF STATION ON EAST RIGHT-OF-WAY FENCE LINE.
 GJ0655'
 GJ0655'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH OF STATION, 30
 GJ0655'FEET WEST OF CENTERLINE OF STATE HIGHWAY 50, ON WEST
 GJ0655'RIGHT-OF-WAY FENCE LINE.
 GJ0655'
 GJ0655'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0655'BRONZE DISKS SET IN CONCRETE.
 GJ0655'
 GJ0655'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0655
 GJ0655                          STATION RECOVERY (1970)
 GJ0655
 GJ0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DFP)
 GJ0655'MARK NOT FOUND, BELIEVED DESTROYED.  DESCRIPTION PUTS MARK ON
 GJ0655'BANK OF ROAD DITCH.
 GJ0655'
 GJ0655'DISTANCE AND DIRECTION ABOUT 13.2 MI. NW ALONG RR FROM STA. AT
 GJ0655'FREEDOM.
 GJ0655
 GJ0655                          STATION RECOVERY (1976)
 GJ0655
 GJ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0655'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0655'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0218 ***********************************************************************
 GJ0218  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0218  DESIGNATION -  SNAP 1 AZ
 GJ0218  PID         -  GJ0218
 GJ0218  STATE/COUNTY-  OK/WOODS
 GJ0218  COUNTRY     -  US
 GJ0218  USGS QUAD   -  SELMAN SE (2018)
 GJ0218
 GJ0218                         *CURRENT SURVEY CONTROL
 GJ0218  ______________________________________________________________________
 GJ0218* NAD 83(2011) POSITION- 36 50 55.65925(N) 099 15 33.37960(W)   ADJUSTED
 GJ0218* NAD 83(2011) ELLIP HT-   531.850 (meters)        (06/27/12)   ADJUSTED
 GJ0218* NAD 83(2011) EPOCH   -  2010.00
 GJ0218* NAVD 88 ORTHO HEIGHT -   560.069 (meters)     1837.49  (feet) ADJUSTED
 GJ0218  ______________________________________________________________________
 GJ0218  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 GJ0218  NAD 83(2011) X  -   -822,291.082 (meters)                     COMP
 GJ0218  NAD 83(2011) Y  - -5,043,911.555 (meters)                     COMP
 GJ0218  NAD 83(2011) Z  -  3,804,297.504 (meters)                     COMP
 GJ0218  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GJ0218  DYNAMIC HEIGHT  -        559.558 (meters)     1835.82  (feet) COMP
 GJ0218  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 GJ0218
 GJ0218  VERT ORDER      -  SECOND    CLASS 0
 GJ0218
 GJ0218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0218  Standards:
 GJ0218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0218  -------------------------------------------------------------------
 GJ0218  NETWORK    1.36   2.43           0.62   0.47   1.24      0.03557385
 GJ0218  -------------------------------------------------------------------
 GJ0218  Click here for local accuracies and other accuracy information.
 GJ0218
 GJ0218.The horizontal coordinates were established by GPS observations
 GJ0218.and adjusted by the National Geodetic Survey in June 2012.
 GJ0218
 GJ0218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0218.been affixed to the stable North American tectonic plate. See 
 GJ0218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0218
 GJ0218.The horizontal coordinates are valid at the epoch date displayed above
 GJ0218.which is a decimal equivalence of Year/Month/Day.
 GJ0218
 GJ0218.The orthometric height was determined by differential leveling and
 GJ0218.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0218.in June 1991.
 GJ0218
 GJ0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0218.GEOID18 height accuracy estimate available here.
 GJ0218
 GJ0218.Click photographs - Photos may exist for this station.
 GJ0218
 GJ0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0218
 GJ0218.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0218
 GJ0218.The ellipsoidal height was determined by GPS observations
 GJ0218.and is referenced to NAD 83.
 GJ0218
 GJ0218.The dynamic height is computed by dividing the NAVD 88
 GJ0218.geopotential number by the normal gravity value computed on the
 GJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0218.degrees latitude (g = 980.6199 gals.).
 GJ0218
 GJ0218.The modeled gravity was interpolated from observed gravity values.
 GJ0218
 GJ0218. The following values were computed from the NAD 83(2011) position.
 GJ0218
 GJ0218;                    North         East     Units Scale Factor Converg.
 GJ0218;SPC OK N     -   205,865.668   487,689.872   MT  1.00001602   -0 44 35.4
 GJ0218;SPC OK N     -   675,410.95  1,600,029.19   sFT  1.00001602   -0 44 35.4
 GJ0218;UTM  14      - 4,078,130.201   476,885.365   MT  0.99960658   -0 09 19.8
 GJ0218
 GJ0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0218!SPC OK N     -   0.99991654  x   1.00001602  =   0.99993256
 GJ0218!UTM  14      -   0.99991654  x   0.99960658  =   0.99952315
 GJ0218
 GJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7688578130(NAD 83)
 GJ0218
 GJ0218                          SUPERSEDED SURVEY CONTROL
 GJ0218
 GJ0218  NAD 83(2007)-  36 50 55.65927(N)    099 15 33.38036(W) AD(2002.00) 0
 GJ0218  ELLIP H (02/10/07)  531.872  (m)                       GP(2002.00)    
 GJ0218  ELLIP H (04/16/01)  531.861  (m)                       GP(       ) 4 2
 GJ0218  NAD 83(1993)-  36 50 55.65917(N)    099 15 33.38008(W) AD(       ) B
 GJ0218  ELLIP H (05/09/94)  531.889  (m)                       GP(       ) 4 2
 GJ0218  NGVD 29 (??/??/92)  559.821  (m)         1836.68   (f) ADJ UNCH    2 0
 GJ0218
 GJ0218.Superseded values are not recommended for survey control.
 GJ0218
 GJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0218.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0218
 GJ0218_MARKER: DR = REFERENCE MARK DISK
 GJ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0218_STAMPING: SNAP AZI 1934
 GJ0218_MARK LOGO: CGS
 GJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0218+STABILITY: SURFACE MOTION
 GJ0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0218+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2007
 GJ0218
 GJ0218  HISTORY     - Date     Condition        Report By
 GJ0218  HISTORY     - 1934     MONUMENTED       CGS
 GJ0218  HISTORY     - 19930514 GOOD             NGS
 GJ0218  HISTORY     - 20050609 GOOD             OKDOT
 GJ0218  HISTORY     - 20071206 GOOD             OKDOT
 GJ0218
 GJ0218                          STATION DESCRIPTION
 GJ0218
 GJ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0218'12.6 MI NW FROM FREEDOM.
 GJ0218'12.6 MILES NORTHWEST OF FREEDOM A.T. AND S.F. STATION 0.5 MILE
 GJ0218'NORTH OF JUNCTION OF U.S. HIGHWAY 64, AND OKLAHOMA STATE HIGHWAY
 GJ0218'50.  30 FEET WEST OF OKLAHOMA STATE HIGHWAY 50.
 GJ0218
 GJ0218                          STATION RECOVERY (1993)
 GJ0218
 GJ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0218'MARK IS LOCATED ABOUT 30 KM (18.65 MI) EAST OF BUFFALO, 16 KM
 GJ0218'(9.95 MI) WEST-NORTHWEST OF CAMP HOUSTON, 0.9 KM (0.55 MI) NORTH OF
 GJ0218'US HIGHWAY 64, ALONG A PAVED SECTION ROAD, ON THE RIGHT-OF-WAY, AT A
 GJ0218'FIELD ENTRANCE, ACROSS THE ROAD FROM A 2 M (6.6 FT) HIGH CUTBANK, IN
 GJ0218'EAST CENTRAL SECTION 5, T 28 N, R 19 W.  OWNERSHIP--UNKNOWN.
 GJ0218'TO REACH FROM THE JUNCTION OF US HIGHWAY 64 AND STATE HIGHWAY 34 NORTH
 GJ0218'JUST EAST OF THE EAST END OF THE BRIDGE OVER THE CIMARRON RIVER
 GJ0218'(ABOUT 25 KM (15.55 MI) EAST OF BUFFALO), GO EAST ON HIGHWAY 64 FOR
 GJ0218'4.51 KM (2.80 MI) TO A PAVED CROSSROAD AT A SMALL ELECTRIC SUBSTATION
 GJ0218'ON THE LEFT.  TURN LEFT, NORTH, ON PAVED ROAD FOR 0.87 KM (0.55 MI)
 GJ0218'TO THE MARK ON THE LEFT AT A DOUBLE PIPE GATE.  CONTINUE AHEAD FOR
 GJ0218'0.78 KM (0.50 MI) TO HIGH GROUND AND THE STATION ON THE RIGHT.
 GJ0218'MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 30
 GJ0218'CM ABOVE GROUND.  IT IS 11.5 M (37.7 FT) 28.9 FT) WEST OF, AND 0.5 M
 GJ0218'(1.6 FT) HIGHER THAN THE ROAD CENTER, 0.3 M (1.0 FT) WEST OF A
 GJ0218'FIBERGLASS WITNESS POST, 0.8 M (2.6 FT) EAST OF THE SOUTH GATEPOST OF
 GJ0218'THE PIPE DOUBLE GATE, 5.1 M (16.7 FT) SOUTH OF THE CENTER OF THE
 GJ0218'FIELD ENTRANCE, 0.77 M (2.53 FT) WEST OF AN OKDOT METAL WITNESS POST,
 GJ0218'0.62 M (2.03 FT) NORTH OF AN OKDOT METAL WITNESS POST, AND 0.47 M
 GJ0218'(1.54 FT) SOUTH OF AN OKDOT METAL WITNESS POST.
 GJ0218
 GJ0218                          STATION RECOVERY (2005)
 GJ0218
 GJ0218'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2005 (DKW)
 GJ0218'RECOVERED IN GOOD CONDITION.
 GJ0218
 GJ0218                          STATION RECOVERY (2007)
 GJ0218
 GJ0218'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (SJP)
 GJ0218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0219 ***********************************************************************
 GJ0219  DESIGNATION -  SNAP RM 1
 GJ0219  PID         -  GJ0219
 GJ0219  STATE/COUNTY-  OK/WOODS
 GJ0219  COUNTRY     -  US
 GJ0219  USGS QUAD   -  SELMAN SE (2018)
 GJ0219
 GJ0219                         *CURRENT SURVEY CONTROL
 GJ0219  ______________________________________________________________________
 GJ0219* NAD 83(1986) POSITION- 36 51 25.23   (N) 099 15 32.83   (W)   HD_HELD1
 GJ0219* NAVD 88 ORTHO HEIGHT -   578.560 (meters)     1898.16  (feet) ADJUSTED
 GJ0219  ______________________________________________________________________
 GJ0219  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 GJ0219  DYNAMIC HEIGHT  -        578.034 (meters)     1896.43  (feet) COMP
 GJ0219  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 GJ0219
 GJ0219  VERT ORDER      -  SECOND    CLASS 0
 GJ0219
 GJ0219.The horizontal coordinates were determined by differentially corrected
 GJ0219.hand held GPS observations or other comparable positioning techniques
 GJ0219.and have an estimated accuracy of +/- 3 meters.
 GJ0219
 GJ0219.The orthometric height was determined by differential leveling and
 GJ0219.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0219.in June 1991.
 GJ0219
 GJ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0219.GEOID18 height accuracy estimate available here.
 GJ0219
 GJ0219.Click photographs - Photos may exist for this station.
 GJ0219
 GJ0219.The dynamic height is computed by dividing the NAVD 88
 GJ0219.geopotential number by the normal gravity value computed on the
 GJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0219.degrees latitude (g = 980.6199 gals.).
 GJ0219
 GJ0219.The modeled gravity was interpolated from observed gravity values.
 GJ0219
 GJ0219;                    North         East    Units  Estimated Accuracy
 GJ0219;SPC OK N     -   206,777.0     487,715.3     MT  (+/- 3 meters HH1 GPS) 
 GJ0219
 GJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7690179041(NAD 83)
 GJ0219
 GJ0219                          SUPERSEDED SURVEY CONTROL
 GJ0219
 GJ0219  NGVD 29 (??/??/92)  578.312  (m)         1897.35   (f) ADJ UNCH    2 0
 GJ0219
 GJ0219.Superseded values are not recommended for survey control.
 GJ0219
 GJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0219.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0219
 GJ0219_MARKER: DR = REFERENCE MARK DISK
 GJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0219_STAMPING: SNAP NO 1 1934
 GJ0219_MARK LOGO: CGS
 GJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0219+STABILITY: SURFACE MOTION
 GJ0219
 GJ0219  HISTORY     - Date     Condition        Report By
 GJ0219  HISTORY     - 1934     MONUMENTED       CGS
 GJ0219
 GJ0219                          STATION DESCRIPTION
 GJ0219
 GJ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0219'13.2 MI NW FROM FREEDOM.
 GJ0219'13.2 MILES NORTHWEST OF FREEDOM A.T. AND S.F. RR. STATION 1.0
 GJ0219'MILE NORTH OF U.S. HIGHWAY 64 AND OKLAHOMA STATE HIGHWAY
 GJ0219'50 JUNCTION.  75 FEET SOUTHWEST OF TRIANGULATION STATION SNAP,
 GJ0219'ON TOP OF HILL.  30 FEET EAST OF CENTER LINE OF OKLAHOMA STATE
 GJ0219'HIGHWAY 50.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1032 ***********************************************************************
 EM1032  DESIGNATION -  SNIDER
 EM1032  PID         -  EM1032
 EM1032  STATE/COUNTY-  OK/HARMON
 EM1032  COUNTRY     -  US
 EM1032  USGS QUAD   -  LOUIS (2018)
 EM1032
 EM1032                         *CURRENT SURVEY CONTROL
 EM1032  ______________________________________________________________________
 EM1032* NAD 83(1993) POSITION- 34 33 18.28480(N) 099 50 55.26939(W)   ADJUSTED
 EM1032* NAVD 88 ORTHO HEIGHT -   493.2   (meters)     1618.    (feet) VERTCON3
 EM1032  ______________________________________________________________________
 EM1032  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 EM1032  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 EM1032  HORZ ORDER      -  FIRST
 EM1032
 EM1032.The horizontal coordinates were established by classical geodetic methods
 EM1032.and adjusted by the National Geodetic Survey in November 1994.
 EM1032
 EM1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1032
 EM1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1032.GEOID18 height accuracy estimate available here.
 EM1032
 EM1032.Click photographs - Photos may exist for this station.
 EM1032
 EM1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1032
 EM1032. The following values were computed from the NAD 83(1993) position.
 EM1032
 EM1032;                    North         East     Units Scale Factor Converg.
 EM1032;SPC OK S     -   137,073.579   430,348.791   MT  0.99993607   -1 02 57.6
 EM1032;SPC OK S     -   449,715.57  1,411,902.66   sFT  0.99993607   -1 02 57.6
 EM1032;SPC TX N     - 1,062,846.029   351,553.333   MT  1.00002335   +0 57 25.2
 EM1032;SPC TX N     - 3,487,020.68  1,153,387.89   sFT  1.00002335   +0 57 25.2
 EM1032;SPC TXNC     - 2,321,131.671   476,194.726   MT  1.00021735   -0 44 08.0
 EM1032;SPC TXNC     - 7,615,246.16  1,562,315.53   sFT  1.00021735   -0 44 08.0
 EM1032;UTM  14      - 3,824,031.932   422,138.130   MT  0.99967472   -0 28 53.0
 EM1032
 EM1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1032!SPC OK S     -   0.99992701  x   0.99993607  =   0.99986309
 EM1032!SPC TX N     -   0.99992701  x   1.00002335  =   0.99995036
 EM1032!SPC TXNC     -   0.99992701  x   1.00021735  =   1.00014435
 EM1032!UTM  14      -   0.99992701  x   0.99967472  =   0.99960176
 EM1032
 EM1032:                Primary Azimuth Mark                     Grid Az
 EM1032:SPC OK S     -  CAMPBELL 2                               137 39 19.4
 EM1032:SPC TX N     -  CAMPBELL 2                               135 38 56.6
 EM1032:SPC TXNC     -  CAMPBELL 2                               137 20 29.8
 EM1032:UTM  14      -  CAMPBELL 2                               137 05 14.8
 EM1032
 EM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2213824031(NAD 83)
 EM1032
 EM1032|---------------------------------------------------------------------|
 EM1032| PID    Reference Object                     Distance      Geod. Az  |
 EM1032|                                                           dddmmss.s |
 EM1032| EM1031 GOULD MUNICIPAL TANK                APPROX.14.7 KM 0291117.9 |
 EM1032| EM0983 ELDORADO MUNICIPAL TANK             APPROX.21.4 KM 1151600.6 |
 EM1032| EM1035 CAMPBELL 2                          APPROX. 2.9 KM 1363621.8 |
 EM1032| CX8670 SNIDER RM 1                           9.453 METERS 19931     |
 EM1032| CX8671 SNIDER RM 2                           9.628 METERS 30857     |
 EM1032| EM1041 HOLLIS COMM TV SYS MAST             APPROX.14.5 KM 3421840.9 |
 EM1032|---------------------------------------------------------------------|
 EM1032
 EM1032                          SUPERSEDED SURVEY CONTROL
 EM1032
 EM1032  NAD 83(1986)-  34 33 18.29062(N)    099 50 55.26181(W) AD(       ) 1
 EM1032  NAD 27      -  34 33 18.04800(N)    099 50 53.91400(W) AD(       ) 1
 EM1032  USSD        -  34 33 17.99800(N)    099 50 54.29100(W) AD(       ) 3
 EM1032  NGVD 29 (07/19/86)  493.0    (m)         1617.     (f) VERT ANG       
 EM1032
 EM1032.Superseded values are not recommended for survey control.
 EM1032
 EM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1032.See file dsdata.pdf to determine how the superseded data were derived.
 EM1032
 EM1032_MARKER: DS = TRIANGULATION STATION DISK
 EM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1032_STAMPING: SNIDER 1923
 EM1032_MARK LOGO: CGS
 EM1032_PROJECTION: FLUSH
 EM1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1032+STABILITY: SURFACE MOTION
 EM1032
 EM1032  HISTORY     - Date     Condition        Report By
 EM1032  HISTORY     - 1923     MONUMENTED       CGS
 EM1032  HISTORY     - 1934     GOOD             CGS
 EM1032  HISTORY     - 1963     GOOD             CGS
 EM1032  HISTORY     - 1967     GOOD             CGS
 EM1032
 EM1032                          STATION DESCRIPTION
 EM1032
 EM1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1032'STATION IS ABOUT 12 MILES W AND 6 MILES N OF THE TOWN OF
 EM1032'ELDORADO, IN THE NW 1/4 OF SE 1/4 SEC. 17, T 1 N, R 25 W,
 EM1032'ON LAND OWNED BY G.W. SNIDER, AND OCCUPIED BY E.S. JOHNSON,
 EM1032'ON THE N BLUFF OF THE RED RIVER, ABOUT 1/3 MILE NW OF JOHNSONS
 EM1032'HOUSE, IN BLUFF PASTURE LAND JUST S OF A CULTIVATED FIELD,
 EM1032'AND ABOUT 5 FEET S OF A WIRE FENCE WHICH RUNS ALONG THE S
 EM1032'SIDE OF ROAD LEADING FROM JOHNSONS HOUSE.
 EM1032'
 EM1032'SURFACE MARK IS STANDARD BRONZE DISK SET IN A SQUARE POST
 EM1032'OF CONCRETE.  THERE ARE NO UNDERGROUND OR REFERENCE MARKS.
 EM1032'
 EM1032'FROM STATION TO LOUIS HIGH SCHOOL CUPOLA, ABOUT
 EM1032'2-1/2 MILES DISTANT, N 79 DEG 28 MIN 07 SEC.
 EM1032'
 EM1032'ELEVATION OF STATION, 493.0 METERS (1,617 FEET).
 EM1032
 EM1032                          STATION RECOVERY (1934)
 EM1032
 EM1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1032'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO REFERENCE
 EM1032'MARKS.
 EM1032
 EM1032                          STATION RECOVERY (1963)
 EM1032
 EM1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1032'STATION RECOVERED AND MARK FOUND IN GOOD CONDITION, THE
 EM1032'MARK IS IN PASTURE LAND 18 INCHES SOUTH OF FENCE BETWEEN
 EM1032'CULTIVATED FIELD AND PASTURE, ABOUT 75 FEET SOUTHEAST OF
 EM1032'A RAILROAD CROSS TIE USED AS A FENCE POST AT ANGLE IN FENCE
 EM1032'LINE (THIS ANGLE IN FENCE LINE IS THE FIRST ONE EASTERLY
 EM1032'FROM THE SOUTHWEST CORNER OF CULTIVATED FIELD).  THE MARK
 EM1032'IS FLUSH WITH GROUND SURFACE.
 EM1032'
 EM1032'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY
 EM1032'62 IN GOULD, GO SOUTH ON HIGHWAY 5 FOR 7.4 MILES TO CROSSROADS
 EM1032'AT STORE AND SERVICE STATION, TURN RIGHT, GO WEST FOR 4.05
 EM1032'MILES TO CROSSROADS, TURN LEFT, GO SOUTH FOR 1.0 MILE TO
 EM1032'CROSSROADS, TURN RIGHT, GO WEST ON FIELD ROAD FOR 0.15 MILE
 EM1032'TO A GATE, PASS THROUGH GATE AND CONTINUE FOR 0.05 MILE TO
 EM1032'GATE INTO PASTURE.  FROM THIS POINT FOLLOW FENCE LINE NORTH
 EM1032'AND NORTHWEST ALONG EDGE OF FIELD IF NOT IN CROP FOR 0.45
 EM1032'MILE TO MARK ON THE LEFT AS DESCRIBED.  IF FIELD IS IN CROP
 EM1032'PASS THROUGH GATE AND FOLLOW FENCE LINE IN PASTURE TO THE
 EM1032'MARK.
 EM1032
 EM1032                          STATION RECOVERY (1967)
 EM1032
 EM1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1032'THE STATION MARK WAS RECOVERED.  REFERENCE MARKS WERE NOT ESTABLISHED
 EM1032'IN 1923.  REFERENCE MARK 1 AND 2 WERE ESTABLISHED AT THIS TIME.  A
 EM1032'COMPLETE NEW DESCRIPTION FOLLOWS.
 EM1032'
 EM1032'THE STATION IS ABOUT 10 MILES SOUTHWEST OF GOULD, 9-1/4 MILES
 EM1032'SOUTH-SOUTHEAST OF HOLLIS AND ON PROPERTY OWNED BY EMERY NARTIN.
 EM1032'
 EM1032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 EM1032'HIGHWAY 5 IN GOULD, GO SOUTH ON STATE HIGHWAY 5 FOR 7.2 MILES TO A
 EM1032'CROSSROAD AT SERVICE STATION AND SMALL GROCERY STORE ON THE RIGHT.
 EM1032'TURH RIGHT AND GO WEST FOR 4.0 MILES TO A ROAD ON THE LEFT.  TURN
 EM1032'LEFT AND GO SOUTH FOR 1.0 MILE TO A SIDE ROAD LEFT AND A FIELD
 EM1032'ROAD ON THE RIGHT, ABOUT 0.1 MILE BEFORE REACHING A HOUSE.  TURN
 EM1032'RIGHT ON THE FIELD ROAD AND GO WEST ALONG A FENCELINE FOR 0.15 MILE
 EM1032'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.05
 EM1032'MILE TO ANOTHER GATE.  PASS THROUGH THE GATE AND GO NORTHWEST
 EM1032'ALONG FENCE AND BLUFF LINE FOR 0.4 MILE TO THE STATION.
 EM1032'
 EM1032'THE STATION MARK IS A STANDARD DISK, STAMPED SNIDER 1923, SET IN
 EM1032'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EM1032'GROUND.  IT IS 21 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED
 EM1032'FIELD, 3.4 FEET WEST OF A WITNESS POST AND 3 FEET SOUTH OF A FENCE
 EM1032'LINE.
 EM1032'
 EM1032'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SNIDER NO 1 1923 1967,
 EM1032'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1032'PORJECTS 7 INCHES ABOVE THE GROUND.  IT IS 51 FEET SOUTH OF THE
 EM1032'SOUTH EDGE OF THE CULTIVATED FIELD, 30.2 FEET SOUTH OF THE WITNESS
 EM1032'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM1032'
 EM1032'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SNIDER NO 2 1923 1967,
 EM1032'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1032'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 35 FEET WEST OF THE
 EM1032'WITNESS POST, 18.5 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED
 EM1032'FIELD, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 EM1032'AS THE STATION.
 EM1032'
 EM1032'TRIANGULATION STATION CAMPBELL 2 WILL SERVE AS AN AZIMUTH MARK.
 EM1032'
 EM1032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/4 MILES
 EM1032'SOUTH-SOUTHEAST OF HOLLIS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8095 ***********************************************************************
 AJ8095  PACS        -  This is a Primary Airport Control Station.
 AJ8095  DESIGNATION -  SNL A
 AJ8095  PID         -  AJ8095
 AJ8095  STATE/COUNTY-  OK/POTTAWATOMIE
 AJ8095  COUNTRY     -  US
 AJ8095  USGS QUAD   -  SHAWNEE (2018)
 AJ8095
 AJ8095                         *CURRENT SURVEY CONTROL
 AJ8095  ______________________________________________________________________
 AJ8095* NAD 83(2011) POSITION- 35 21 22.13014(N) 096 56 30.69039(W)   ADJUSTED
 AJ8095* NAD 83(2011) ELLIP HT-   295.813 (meters)        (06/27/12)   ADJUSTED
 AJ8095* NAD 83(2011) EPOCH   -  2010.00
 AJ8095* NAVD 88 ORTHO HEIGHT -   322.94  (meters)     1059.5   (feet) GPS OBS
 AJ8095  ______________________________________________________________________
 AJ8095  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8095  GEOID HEIGHT    -        -27.058 (meters)                     GEOID99
 AJ8095  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 AJ8095  NAD 83(2011) X  -   -629,438.162 (meters)                     COMP
 AJ8095  NAD 83(2011) Y  - -5,169,726.760 (meters)                     COMP
 AJ8095  NAD 83(2011) Z  -  3,670,334.056 (meters)                     COMP
 AJ8095  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 AJ8095
 AJ8095  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8095  Standards:
 AJ8095         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8095            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8095  -------------------------------------------------------------------
 AJ8095  NETWORK    0.73   1.82           0.34   0.24   0.93     -0.02938351
 AJ8095  -------------------------------------------------------------------
 AJ8095  Click here for local accuracies and other accuracy information.
 AJ8095
 AJ8095.This mark is at Shawnee Airport (SNL)
 AJ8095
 AJ8095.The horizontal coordinates were established by GPS observations
 AJ8095.and adjusted by the National Geodetic Survey in June 2012.
 AJ8095
 AJ8095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8095.been affixed to the stable North American tectonic plate. See 
 AJ8095.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8095
 AJ8095.The horizontal coordinates are valid at the epoch date displayed above
 AJ8095.which is a decimal equivalence of Year/Month/Day.
 AJ8095
 AJ8095.The orthometric height was determined by GPS observations and a
 AJ8095.high-resolution geoid model.
 AJ8095
 AJ8095.GPS derived orthometric heights for airport stations designated as
 AJ8095.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8095.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8095.not indicate centimeter accuracy relative to other marks which are
 AJ8095.part of the published vertical control network.
 AJ8095
 AJ8095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8095.GEOID18 height accuracy estimate available here.
 AJ8095
 AJ8095.Click photographs - Photos may exist for this station.
 AJ8095
 AJ8095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8095
 AJ8095.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8095
 AJ8095.The ellipsoidal height was determined by GPS observations
 AJ8095.and is referenced to NAD 83.
 AJ8095
 AJ8095. The following values were computed from the NAD 83(2011) position.
 AJ8095
 AJ8095;                    North         East     Units Scale Factor Converg.
 AJ8095;SPC OK S     -   224,891.304   696,176.198   MT  1.00002658   +0 36 02.2
 AJ8095;SPC OK S     -   737,830.89  2,284,038.08   sFT  1.00002658   +0 36 02.2
 AJ8095;UTM  14      - 3,914,483.651   687,004.841   MT  1.00003098   +1 11 28.7
 AJ8095
 AJ8095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8095!SPC OK S     -   0.99995357  x   1.00002658  =   0.99998015
 AJ8095!UTM  14      -   0.99995357  x   1.00003098  =   0.99998455
 AJ8095
 AJ8095:                Primary Azimuth Mark                     Grid Az
 AJ8095:SPC OK S     -  SNL C                                    335 48 50.0
 AJ8095:UTM  14      -  SNL C                                    335 13 23.5
 AJ8095
 AJ8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8700414483(NAD 83)
 AJ8095
 AJ8095|---------------------------------------------------------------------|
 AJ8095| PID    Reference Object                     Distance      Geod. Az  |
 AJ8095|                                                           dddmmss.s |
 AJ8095| AJ8097 SNL C                               APPROX. 0.5 KM 3362452.2 |
 AJ8095|---------------------------------------------------------------------|
 AJ8095
 AJ8095                          SUPERSEDED SURVEY CONTROL
 AJ8095
 AJ8095  NAD 83(2007)-  35 21 22.13004(N)    096 56 30.69092(W) AD(2002.00) 0
 AJ8095  ELLIP H (02/10/07)  295.826  (m)                       GP(2002.00)    
 AJ8095  NAD 83(1993)-  35 21 22.12984(N)    096 56 30.69090(W) AD(       ) B
 AJ8095  ELLIP H (03/07/02)  295.829  (m)                       GP(       ) 4 2
 AJ8095
 AJ8095.Superseded values are not recommended for survey control.
 AJ8095
 AJ8095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8095.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8095
 AJ8095_MARKER: I = METAL ROD
 AJ8095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8095_STAMPING: SNL A 2001
 AJ8095_MARK LOGO: NGS
 AJ8095_PROJECTION: FLUSH
 AJ8095_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8095+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AJ8095_ROD/PIPE-DEPTH: 6.4 meters
 AJ8095_SLEEVE-DEPTH  : 0.9 meters
 AJ8095
 AJ8095  HISTORY     - Date     Condition        Report By
 AJ8095  HISTORY     - 20010604 MONUMENTED       MSAM
 AJ8095  HISTORY     - 20051210 POOR             INDIV
 AJ8095  HISTORY     - 20200923 MARK NOT FOUND   OKDOT
 AJ8095
 AJ8095                          STATION DESCRIPTION
 AJ8095
 AJ8095'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8095'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF SHAWNEE,
 AJ8095'OKLAHOMA AND 10.1 KM (6.3 MI) SOUTHEAST OF DALE, OKLAHOMA.  THE
 AJ8095'STATION IS LOCATED AT SHAWNEE MUNICIPAL AIRPORT.  IT IS WEST OF THE
 AJ8095'MAIN TERMINAL BUILDING NEAR THE TETRAHEDRON AND A SMALL WINDSOCK.
 AJ8095'THIS IS NOT A CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION
 AJ8095'N MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT LORI BOWLIN AT
 AJ8095'405-878-1625.  OWNERSHIP-SHAWNEE MUNICIPAL AIRPORT.
 AJ8095'
 AJ8095'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40
 AJ8095'(EXIT 185) AND OK 3 (KICKAPOO ROAD) NORTH OF SHAWNEE, OKLAHOMA, GO 3.0
 AJ8095'KM (1.9 MI) SOUTH ON KICKAPOO ROAD TO FRANKLIN STREET.  TURN RIGHT,
 AJ8095'WEST, ON FRANKLIN STREET FOR 0.8 KM (0.5 MI) TO THE INTERSECTION WITH
 AJ8095'AIRPORT ROAD.  CONTINUE AHEAD, EAST, ON FRED REESE DRIVE FOR 0.15 KM
 AJ8095'(0.09 MI) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, NORTH, ACROSS
 AJ8095'THE RAMP FOR 0.15 KM (0.09 MI).  TURN LEFT, SOUTH ON THE APRON FOR
 AJ8095'0.12 KM (0.07 MI) TO THE TETRAHEDRON AND THE STATION ON THE RIGHT.
 AJ8095'
 AJ8095'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8095'TO REFUSAL AT A DEPTH OF 6.4 M (21.0 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8095'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8095'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8095'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 22.9
 AJ8095'M (75.1 FT) NORTHWEST OF THE BASE OF A TETRAHEDRON IN A SEGMENTED
 AJ8095'CIRCLE, 16.0 M (52.5 FT) SOUTHWEST OF A WINDSOCK, 13.9 M (45.6 FT)
 AJ8095'WEST OF A CHISELED -X- ON A ABANDONED -L- SHAPE CONCRETE FOUNDATION,
 AJ8095'0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST AND 0.9 M (3.0 FT)
 AJ8095'EAST OF A CARSONITE WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AJ8095'PRIMARY AIRPORT CONTROL STATION.
 AJ8095
 AJ8095                          STATION RECOVERY (2005)
 AJ8095
 AJ8095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (THO)
 AJ8095'FOUND MONUMENT, IT WAS PROTRUDING OUT OF THE GROUND AND BENT, THE
 AJ8095'COVER COULD NOT CLOSE ON IT.NEW CONTACT IS JERRY SHARP AT405-878-1625.
 AJ8095'HE ADVISED ME HE WOULD HAVE TO DRIVE IT FLUSH TO THE GROUND BEFORE
 AJ8095'SPRING SO THAT THEY COULD MOW.
 AJ8095
 AJ8095                          STATION RECOVERY (2020)
 AJ8095
 AJ8095'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 AJ8095'APPEARS TO BE GONE.  EVIDENCE OF DIRT WORK IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8096 ***********************************************************************
 AJ8096  SACS        -  This is a Secondary Airport Control Station.
 AJ8096  DESIGNATION -  SNL B
 AJ8096  PID         -  AJ8096
 AJ8096  STATE/COUNTY-  OK/POTTAWATOMIE
 AJ8096  COUNTRY     -  US
 AJ8096  USGS QUAD   -  SHAWNEE (2018)
 AJ8096
 AJ8096                         *CURRENT SURVEY CONTROL
 AJ8096  ______________________________________________________________________
 AJ8096* NAD 83(2011) POSITION- 35 20 55.75174(N) 096 56 26.52477(W)   ADJUSTED
 AJ8096* NAD 83(2011) ELLIP HT-   299.858 (meters)        (06/27/12)   ADJUSTED
 AJ8096* NAD 83(2011) EPOCH   -  2010.00
 AJ8096* NAVD 88 ORTHO HEIGHT -   326.97  (meters)     1072.7   (feet) GPS OBS
 AJ8096  ______________________________________________________________________
 AJ8096  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8096  GEOID HEIGHT    -        -27.044 (meters)                     GEOID99
 AJ8096  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 AJ8096  NAD 83(2011) X  -   -629,390.999 (meters)                     COMP
 AJ8096  NAD 83(2011) Y  - -5,170,209.695 (meters)                     COMP
 AJ8096  NAD 83(2011) Z  -  3,669,673.320 (meters)                     COMP
 AJ8096  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 AJ8096
 AJ8096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8096  Standards:
 AJ8096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8096  -------------------------------------------------------------------
 AJ8096  NETWORK    0.91   1.88           0.41   0.32   0.96     -0.07635116
 AJ8096  -------------------------------------------------------------------
 AJ8096  Click here for local accuracies and other accuracy information.
 AJ8096
 AJ8096.This mark is at Shawnee Airport (SNL)
 AJ8096
 AJ8096.The horizontal coordinates were established by GPS observations
 AJ8096.and adjusted by the National Geodetic Survey in June 2012.
 AJ8096
 AJ8096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8096.been affixed to the stable North American tectonic plate. See 
 AJ8096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8096
 AJ8096.The horizontal coordinates are valid at the epoch date displayed above
 AJ8096.which is a decimal equivalence of Year/Month/Day.
 AJ8096
 AJ8096.The orthometric height was determined by GPS observations and a
 AJ8096.high-resolution geoid model.
 AJ8096
 AJ8096.GPS derived orthometric heights for airport stations designated as
 AJ8096.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8096.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8096.not indicate centimeter accuracy relative to other marks which are
 AJ8096.part of the published vertical control network.
 AJ8096
 AJ8096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8096.GEOID18 height accuracy estimate available here.
 AJ8096
 AJ8096.Click photographs - Photos may exist for this station.
 AJ8096
 AJ8096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8096
 AJ8096.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8096
 AJ8096.The ellipsoidal height was determined by GPS observations
 AJ8096.and is referenced to NAD 83.
 AJ8096
 AJ8096. The following values were computed from the NAD 83(2011) position.
 AJ8096
 AJ8096;                    North         East     Units Scale Factor Converg.
 AJ8096;SPC OK S     -   224,079.485   696,289.898   MT  1.00002486   +0 36 04.6
 AJ8096;SPC OK S     -   735,167.44  2,284,411.11   sFT  1.00002486   +0 36 04.6
 AJ8096;UTM  14      - 3,913,673.042   687,126.904   MT  1.00003155   +1 11 30.3
 AJ8096
 AJ8096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8096!SPC OK S     -   0.99995294  x   1.00002486  =   0.99997780
 AJ8096!UTM  14      -   0.99995294  x   1.00003155  =   0.99998448
 AJ8096
 AJ8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8712613673(NAD 83)
 AJ8096
 AJ8096                          SUPERSEDED SURVEY CONTROL
 AJ8096
 AJ8096  NAD 83(2007)-  35 20 55.75164(N)    096 56 26.52530(W) AD(2002.00) 0
 AJ8096  ELLIP H (02/10/07)  299.871  (m)                       GP(2002.00)    
 AJ8096  NAD 83(1993)-  35 20 55.75144(N)    096 56 26.52528(W) AD(       ) 1
 AJ8096  ELLIP H (03/07/02)  299.873  (m)                       GP(       ) 4 2
 AJ8096
 AJ8096.Superseded values are not recommended for survey control.
 AJ8096
 AJ8096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8096.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8096
 AJ8096_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8096_STAMPING: SNL B 2001
 AJ8096_MARK LOGO: CGS
 AJ8096_PROJECTION: FLUSH
 AJ8096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8096+STABILITY: SURFACE MOTION
 AJ8096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8096+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AJ8096
 AJ8096  HISTORY     - Date     Condition        Report By
 AJ8096  HISTORY     - 20010604 MONUMENTED       MSAM
 AJ8096
 AJ8096                          STATION DESCRIPTION
 AJ8096
 AJ8096'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8096'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF SHAWNEE,
 AJ8096'OKLAHOMA AND 10.1 KM (6.3 MI) SOUTHEAST OF DALE, OKLAHOMA.  THE
 AJ8096'STATION IS LOCATED AT SHAWNEE MUNICIPAL AIRPORT.  IT IS SOUTHEAST OF
 AJ8096'THE SOUTH END OF TAXIWAY B AND NORTHWEST OF A SMALL FAA BUILDING.
 AJ8096'THIS IS NOT A CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION
 AJ8096'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT LORI BOWLIN AT
 AJ8096'405-878-1625.  OWNERSHIP-SHAWNEE MUNICIPAL AIRPORT.
 AJ8096'
 AJ8096'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40
 AJ8096'(EXIT 185) AND OK 3 (KICKAPOO ROAD) NORTH OF SHAWNEE, OKLAHOMA, GO 3.0
 AJ8096'KM (1.9 MI) SOUTH ON KICKAPOO ROAD TO FRANKLIN STREET.  TURN RIGHT,
 AJ8096'WEST, ON FRANKLIN STREET FOR 0.8 KM (0.5 MI) TO THE INTERSECTION WITH
 AJ8096'AIRPORT ROAD.  CONTINUE AHEAD, EAST, ON FRED REESE DRIVE FOR 0.15 KM
 AJ8096'(0.09 MI) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, NORTH, ACROSS
 AJ8096'THE RAMP FOR 0.15 KM (0.09 MI).  TURN LEFT, SOUTH ON THE APRON FOR
 AJ8096'0.15 KM (0.09 MI) TO TAXIWAY ALPHA.  CONTINUE SOUTH, ON TAXIWAY ALPHA
 AJ8096'FOR 0.65 KM (0.40 MI) TO THE STATION ON THE LEFT.
 AJ8096'
 AJ8096'THE MARK IS A NATIONAL GEODETIC SURVEY BRASS HORIZONTAL CONTROL DISK
 AJ8096'SET IN THE TOP CENTER OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AJ8096'33.0 M (108.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SMALL FAA
 AJ8096'BUILDING, 7.6 M (24.9 FT) NORTH-NORTHWEST OF THE NORTH END OF THE
 AJ8096'EASTERN MOST CULVERT OF A PAIR OF CULVERTS, 6.1 M (20.0 FT) NORTHEAST
 AJ8096'OF THE NORTHEAST EDGE OF THE ACCESS ROAD, 0.9 M (3.0 FT) NORTH OF A
 AJ8096'CARSONITE WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF A CARSONITE WITNESS
 AJ8096'POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8096'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8097 ***********************************************************************
 AJ8097  SACS        -  This is a Secondary Airport Control Station.
 AJ8097  DESIGNATION -  SNL C
 AJ8097  PID         -  AJ8097
 AJ8097  STATE/COUNTY-  OK/POTTAWATOMIE
 AJ8097  COUNTRY     -  US
 AJ8097  USGS QUAD   -  SHAWNEE (2018)
 AJ8097
 AJ8097                         *CURRENT SURVEY CONTROL
 AJ8097  ______________________________________________________________________
 AJ8097* NAD 83(2011) POSITION- 35 21 37.73983(N) 096 56 39.00970(W)   ADJUSTED
 AJ8097* NAD 83(2011) ELLIP HT-   298.611 (meters)        (06/27/12)   ADJUSTED
 AJ8097* NAD 83(2011) EPOCH   -  2010.00
 AJ8097* NAVD 88 ORTHO HEIGHT -   325.75  (meters)     1068.7   (feet) GPS OBS
 AJ8097  ______________________________________________________________________
 AJ8097  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8097  GEOID HEIGHT    -        -27.063 (meters)                     GEOID99
 AJ8097  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 AJ8097  NAD 83(2011) X  -   -629,613.289 (meters)                     COMP
 AJ8097  NAD 83(2011) Y  - -5,169,427.274 (meters)                     COMP
 AJ8097  NAD 83(2011) Z  -  3,670,728.029 (meters)                     COMP
 AJ8097  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 AJ8097
 AJ8097  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8097  Standards:
 AJ8097         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8097            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8097  -------------------------------------------------------------------
 AJ8097  NETWORK    0.84   1.84           0.39   0.27   0.94     -0.03636608
 AJ8097  -------------------------------------------------------------------
 AJ8097  Click here for local accuracies and other accuracy information.
 AJ8097
 AJ8097.This mark is at Shawnee Airport (SNL)
 AJ8097
 AJ8097.The horizontal coordinates were established by GPS observations
 AJ8097.and adjusted by the National Geodetic Survey in June 2012.
 AJ8097
 AJ8097.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8097.been affixed to the stable North American tectonic plate. See 
 AJ8097.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8097
 AJ8097.The horizontal coordinates are valid at the epoch date displayed above
 AJ8097.which is a decimal equivalence of Year/Month/Day.
 AJ8097
 AJ8097.The orthometric height was determined by GPS observations and a
 AJ8097.high-resolution geoid model.
 AJ8097
 AJ8097.GPS derived orthometric heights for airport stations designated as
 AJ8097.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8097.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8097.not indicate centimeter accuracy relative to other marks which are
 AJ8097.part of the published vertical control network.
 AJ8097
 AJ8097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8097.GEOID18 height accuracy estimate available here.
 AJ8097
 AJ8097.Click photographs - Photos may exist for this station.
 AJ8097
 AJ8097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8097
 AJ8097.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8097
 AJ8097.The ellipsoidal height was determined by GPS observations
 AJ8097.and is referenced to NAD 83.
 AJ8097
 AJ8097. The following values were computed from the NAD 83(2011) position.
 AJ8097
 AJ8097;                    North         East     Units Scale Factor Converg.
 AJ8097;SPC OK S     -   225,370.161   695,961.130   MT  1.00002760   +0 35 57.5
 AJ8097;SPC OK S     -   739,401.94  2,283,332.47   sFT  1.00002760   +0 35 57.5
 AJ8097;UTM  14      - 3,914,960.266   686,784.848   MT  1.00002997   +1 11 24.3
 AJ8097
 AJ8097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8097!SPC OK S     -   0.99995313  x   1.00002760  =   0.99998073
 AJ8097!UTM  14      -   0.99995313  x   1.00002997  =   0.99998310
 AJ8097
 AJ8097:                Primary Azimuth Mark                     Grid Az
 AJ8097:SPC OK S     -  SNL A                                    155 48 49.9
 AJ8097:UTM  14      -  SNL A                                    155 13 23.1
 AJ8097
 AJ8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8678414960(NAD 83)
 AJ8097
 AJ8097|---------------------------------------------------------------------|
 AJ8097| PID    Reference Object                     Distance      Geod. Az  |
 AJ8097|                                                           dddmmss.s |
 AJ8097| AJ8095 SNL A                               APPROX. 0.5 KM 1562447.4 |
 AJ8097|---------------------------------------------------------------------|
 AJ8097
 AJ8097                          SUPERSEDED SURVEY CONTROL
 AJ8097
 AJ8097  NAD 83(2007)-  35 21 37.73973(N)    096 56 39.01023(W) AD(2002.00) 0
 AJ8097  ELLIP H (02/10/07)  298.624  (m)                       GP(2002.00)    
 AJ8097  NAD 83(1993)-  35 21 37.73952(N)    096 56 39.01021(W) AD(       ) 1
 AJ8097  ELLIP H (03/07/02)  298.626  (m)                       GP(       ) 4 2
 AJ8097
 AJ8097.Superseded values are not recommended for survey control.
 AJ8097
 AJ8097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8097.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8097
 AJ8097_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8097_STAMPING: SNL C 2001
 AJ8097_MARK LOGO: NGS
 AJ8097_PROJECTION: FLUSH
 AJ8097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8097+STABILITY: SURFACE MOTION
 AJ8097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8097+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AJ8097
 AJ8097  HISTORY     - Date     Condition        Report By
 AJ8097  HISTORY     - 20010604 MONUMENTED       MSAM
 AJ8097
 AJ8097                          STATION DESCRIPTION
 AJ8097
 AJ8097'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8097'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF SHAWNEE,
 AJ8097'OKLAHOMA AND 10.1 KM (6.3 MI) SOUTHEAST OF DALE, OKLAHOMA.
 AJ8097'
 AJ8097'THE STATION IS LOCATED AT SHAWNEE MUNICIPAL AIRPORT.  IT IS SOUTHWEST
 AJ8097'OF THE CROSSING OF RUNWAY 35-17 AND MCARTHUR DRIVE, WEST OF RUNWAY
 AJ8097'35-17 AND NORTH OF AN OLD ACCESS ROAD.  THIS IS NOT A CONTROLLED
 AJ8097'AIRPORT.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AJ8097'AIRPORT MANAGER.  CONTACT LORI BOWLIN AT 405-878-1625.
 AJ8097'OWNERSHIP-SHAWNEE MUNICIPAL AIRPORT.
 AJ8097'
 AJ8097'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40
 AJ8097'(EXIT 185) AND STATE ROUTE 3 (KICKAPOO ROAD) NORTH OF SHAWNEE,
 AJ8097'OKLAHOMA, GO 3.0 KM (1.9 MI)  SOUTH ON KICKAPOO ROAD TO FRANKLIN
 AJ8097'STREET.  TURN RIGHT (WEST) ON FRANKLIN STREET FOR 0.8 KM (0.5 MI) TO
 AJ8097'THE INTERSECTION WITH AIRPORT ROAD.  CONTINUE AHEAD, EAST, ON FRED
 AJ8097'REESE DRIVE FOR 0.15 KM (0.1 MI) TO A LOCKED GATE ON THE RIGHT.  TURN
 AJ8097'RIGHT (NORTH) ACROSS THE RAMP FOR 0.15 KM (0.1 MI).  TURN RIGHT
 AJ8097'(NORTH) ON TAXIWAY ALPHA FOR 0.3 KM (0.18 MI) TO TAXIWAY DELTA.  TURN
 AJ8097'LEFT (WEST) ON TAXIWAY DELTA TO THE HOLD LINE.  CONTINUE WEST, ON
 AJ8097'TAXIWAY DELTA FOR 0.15 KM (0.1 MI) TO AN OLD ASPHALT ROAD.  CONTINUE
 AJ8097'WEST, ON THE OLD ROAD FOR 0.1 KM (0.06 MI) TO THE STATION ON THE
 AJ8097'RIGHT.
 AJ8097'
 AJ8097'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8097'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 20.4 M (66.9 FT)
 AJ8097'EAST ON A CHISELED -X- ON THE NORTH EDGE OF A CONCRETE COLLAR AROUND A
 AJ8097'MANHOLE, 19.7 M (64.6 FT) EAST OF THE CENTER OF A MANHOLE LID, 18.1 M
 AJ8097'(59.4 FT) NORTH OF THE NORTH EDGE OF AN OLD ACCESS ROAD, 0.9 M (3 FT)
 AJ8097'NORTH OF A CARSONITE WITNESS POST AND 0.9M (3 FT) SOUTH OF A CARSONITE
 AJ8097'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8097'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0856 ***********************************************************************
 EM0856  DESIGNATION -  SNYDER
 EM0856  PID         -  EM0856
 EM0856  STATE/COUNTY-  OK/KIOWA
 EM0856  COUNTRY     -  US
 EM0856  USGS QUAD   -  SNYDER (2018)
 EM0856
 EM0856                         *CURRENT SURVEY CONTROL
 EM0856  ______________________________________________________________________
 EM0856* NAD 83(1993) POSITION- 34 38 47.35352(N) 098 56 03.63990(W)   ADJUSTED
 EM0856* NAVD 88 ORTHO HEIGHT -   493.6   (meters)     1619.    (feet) VERTCON3
 EM0856  ______________________________________________________________________
 EM0856  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 EM0856  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 EM0856  HORZ ORDER      -  FIRST
 EM0856
 EM0856.The horizontal coordinates were established by classical geodetic methods
 EM0856.and adjusted by the National Geodetic Survey in November 1994.
 EM0856
 EM0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0856
 EM0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0856.GEOID18 height accuracy estimate available here.
 EM0856
 EM0856.Click photographs - Photos may exist for this station.
 EM0856
 EM0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0856
 EM0856. The following values were computed from the NAD 83(1993) position.
 EM0856
 EM0856;                    North         East     Units Scale Factor Converg.
 EM0856;SPC OK S     -   146,055.954   514,346.862   MT  0.99993653   -0 31 49.3
 EM0856;SPC OK S     -   479,185.24  1,687,486.33   sFT  0.99993653   -0 31 49.3
 EM0856;UTM  14      - 3,833,842.928   506,016.834   MT  0.99960045   +0 02 14.4
 EM0856
 EM0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0856!SPC OK S     -   0.99992655  x   0.99993653  =   0.99986309
 EM0856!UTM  14      -   0.99992655  x   0.99960045  =   0.99952703
 EM0856
 EM0856:                Primary Azimuth Mark                     Grid Az
 EM0856:SPC OK S     -  Z 29                                     310 44 35.7
 EM0856:UTM  14      -  Z 29                                     310 10 32.0
 EM0856
 EM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0601633842(NAD 83)
 EM0856
 EM0856|---------------------------------------------------------------------|
 EM0856| PID    Reference Object                     Distance      Geod. Az  |
 EM0856|                                                           dddmmss.s |
 EM0856| CX8675 SNYDER RM 1                           6.584 METERS 06004     |
 EM0856| CX8674 SNYDER AZ MK                                       2651556.1 |
 EM0856| EM0854 SNYDER MUNICIPAL TANK               APPROX. 1.6 KM 2992947.2 |
 EM0856| EM0167 Z 29                                               3101246.4 |
 EM0856| CX8676 SNYDER RM 2                           3.198 METERS 32616     |
 EM0856| EM0857 SNYDER ICE PLANT TANK               APPROX. 2.1 KM 3333100.6 |
 EM0856| EM0853 MOUNTAIN PARK MUNICIPAL TANK        APPROX. 5.2 KM 3430515.7 |
 EM0856|---------------------------------------------------------------------|
 EM0856
 EM0856                          SUPERSEDED SURVEY CONTROL
 EM0856
 EM0856  NAD 83(1986)-  34 38 47.36192(N)    098 56 03.62740(W) AD(       ) 1
 EM0856  NAD 27      -  34 38 47.10700(N)    098 56 02.35500(W) AD(       ) 1
 EM0856  NGVD 29 (07/19/86)  493.5    (m)         1619.     (f) VERT ANG       
 EM0856
 EM0856.Superseded values are not recommended for survey control.
 EM0856
 EM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0856.See file dsdata.pdf to determine how the superseded data were derived.
 EM0856
 EM0856_MARKER: DS = TRIANGULATION STATION DISK
 EM0856_SETTING: 80 = SET IN A BOULDER
 EM0856_STAMPING: SNYDER 1935
 EM0856_MARK LOGO: CGS
 EM0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0856+STABILITY: SURFACE MOTION
 EM0856
 EM0856  HISTORY     - Date     Condition        Report By
 EM0856  HISTORY     - 1935     MONUMENTED       CGS
 EM0856  HISTORY     - 1936     GOOD             OKGS
 EM0856  HISTORY     - 1936     GOOD             CGS
 EM0856  HISTORY     - 1947     GOOD             CGS
 EM0856  HISTORY     - 1961     GOOD             CGS
 EM0856  HISTORY     - 1963     GOOD             CGS
 EM0856  HISTORY     - 1980     GOOD             NGS
 EM0856  HISTORY     - 1988     GOOD             LOCSUR
 EM0856
 EM0856                          STATION DESCRIPTION
 EM0856
 EM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0856'STATION IS ON THE HIGHEST POINT (ROCKY PEAK) IN THE VICINITY, LOCATED
 EM0856'ABOUT 1 MILE E AND 1 MILE S OF SNYDER, IN THE NE 1/4 OF SEC. 13, 0.4
 EM0856'MILE S OF THE N LINE AND 0.15 MILE W OF THE E LINE.  MARK IS SET IN A
 EM0856'LARGE FIRMLY EMBEDDED BOULDER, 30 FEET W OF GROUP OF SMALL TREES ON
 EM0856'SUMMIT.
 EM0856'
 EM0856'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK WEDGED IN DRILL
 EM0856'HOLES IN BOULDERS.
 EM0856'
 EM0856'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED.
 EM0856'
 EM0856'REFERENCE MARK NO. 1 IS NE OF STATION, IN PEAKED TOP BOULDER.
 EM0856'
 EM0856'REFERENCE MARK NO. 2 IS NW OF STATION, IN LARGE FLAT SURFACED BOULDER.
 EM0856'
 EM0856'AZIMUTH MARK IS W BY S OF STATION, ON S SIDE OF EW SECTION OF ROAD W
 EM0856'OF RAILROAD TRACKS.  REACHED FROM JUNCTIONS OF U.S. HIGHWAY 62 AND THE
 EM0856'MAIN STREET OF SNYDER BY GOING S ON U.S. HIGHWAY 62, TO WHERE IT TURNS
 EM0856'SW, ABOUT 0.2 MILE S OF SNYDER, LEAVE U.S. HIGHWAY 62, CONTINUING S ON
 EM0856'DIRT ROAD 0.1 MILE THENCE E, 0.1 MILE TO MARK IN S RIGHT-OF-WAY FENCE,
 EM0856'20 FEET S OF CENTER LINE OF ROAD.
 EM0856'
 EM0856'STATION IS REACHED FROM JUNCTIONS OF U.S. HIGHWAY 62 AND THE MAIN
 EM0856'STREET OF SNYDER, AT S EDGE OF TOWN, GO E ON U.S. HIGHWAY 62, FOR 1
 EM0856'MILE OR 0.5 MILE BEYOND RAILROAD TRACKS AND TURN S ON ROAD LEADING
 EM0856'INTO FARMYARD.  GO S 0.35 MILE PASSING THRU FARMYARD TO FOOT OF HILL,
 EM0856'TO SE END OF TRUCK TRAVEL.  PACK TO PEAK OF HILL AND STATION.
 EM0856'
 EM0856'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 EM0856
 EM0856                          STATION RECOVERY (1936)
 EM0856
 EM0856'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1936
 EM0856'OLD DESCRIPTION STILL APPLIES.
 EM0856
 EM0856                          STATION RECOVERY (1936)
 EM0856
 EM0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EM0856'STATION AND ALL MARKS RECOVERED.  DESCRIPTION ADEQUATE.
 EM0856
 EM0856                          STATION RECOVERY (1947)
 EM0856
 EM0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0856'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 EM0856'IN GOOD CONDITION.  THE COMPLETE DESCRIPTION FOLLOWS--
 EM0856'
 EM0856'STATION IS LOCATED ABOUT 1 MILE EAST AND 1 MILE SOUTH OF SNYDER ON THE
 EM0856'HIGHEST POINT (ROCKY PEAK) IN THE VICINITY.  THE MARK IS SET IN A
 EM0856'LARGE FIRMLY EMBEDDED BOULDER ON THE NORTH EDGE AND ABOUT 10 FEET
 EM0856'LOWER THAN THE SUMMIT OF THE PEAK.  IT IS STAMPED SNYDER 1935.
 EM0856'
 EM0856'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND IS IN A PEAKED
 EM0856'TOP BOULDER PROJECTING ABOUT 3 FEET.  IT IS STAMPED SNYDER NO 1 1935.
 EM0856'
 EM0856'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND IS IN A LARGE
 EM0856'FLAT SURFACED BOULDER, ABOUT 3 FEET LOWER THAN THE STATION MARK.  IT
 EM0856'IS STAMPED SNYDER NO 2 1935.
 EM0856'
 EM0856'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION ON THE RIGHT-OF-WAY AND
 EM0856'20.5 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 3 FEET
 EM0856'NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED SNYDER AZI 1935 AND
 EM0856'PROJECTS 4 INCHES.
 EM0856'
 EM0856'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET AND U.S.
 EM0856'HIGHWAY 62 AT THE SOUTH EDGE OF SNYDER, GO EAST ON U.S. 62 FOR 0.55
 EM0856'MILE TO RAILROAD CROSSING.  CONTINUE FOR 0.3 MILE THEN TURN RIGHT ON
 EM0856'LANE TO FARM HOUSE WHICH IS 0.2 MILE WEST OF THE HIGHWAY.
 EM0856'
 EM0856'THE STATION IS ON THE FIRST ROCKY PEAK TO THE SOUTHEAST OF THE FARM
 EM0856'HOUSE.  TURN NORTH AT THE HOUSE AND GO 100 YARDS TO A GATE AT THE WEST
 EM0856'EDGE OF A FIELD, TURN LEFT THROUGH GATE AND GO 0.2 MILE TO A FENCE
 EM0856'CORNER, TURN RIGHT AND FOLLOW ALONG THE SOUTH SIDE OF THE EAST-WEST
 EM0856'FENCE TO THE NORTH END OF A LAKE AND THE END OF TRUCK TRAVEL.  FROM
 EM0856'HERE, PACK SOUTHEASTERLY UP HILL TO STATION.
 EM0856'
 EM0856'THE STATION IS ABOUT A 25 MINUTE PACK.
 EM0856'
 EM0856'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 183 AND
 EM0856'62 AT THE SOUTH EDGE OF SNYDER, GO SOUTH ON U.S. 183 TO WHERE IT TURNS
 EM0856'SOUTHWEST (ABOUT 0.2 MILE SOUTH OF SNYDER).  LEAVE THE HIGHWAY AND
 EM0856'CONTINUE SOUTH ON DIRT ROAD FOR 0.1 MILE, THEN GO EAST FOR 0.1 MILE TO
 EM0856'THE MARK ON THE RIGHT.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT PARK IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT BAKER 1935 IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT WICHITA IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 74 FOOT SIGNAL AT HOMA IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT INDIA IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT RED IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT MAN IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT BURT IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 47 FOOT SIGNAL AT FREDERICK 1923 IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT MANITOU IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT OTTER IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'A 4 FOOT SIGNAL AT HEADRICK 1935 IS VISIBLE AT 8 FEET.
 EM0856'
 EM0856'1935- HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 EM0856'
 EM0856'1947 HEIGHT OF LIGHT ABOVE STATION MARK 3.94 METERS.
 EM0856
 EM0856                          STATION RECOVERY (1961)
 EM0856
 EM0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0856'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 EM0856'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW
 EM0856'AZIMUTH MARK WAS ESTABLISHED.  A NEW TO REACH DESCRIPTION FOLLOWS.
 EM0856'
 EM0856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183 AND 62 IN
 EM0856'SNYDER, GO EAST ON U.S. HIGHWAY 62 FOR 0.5 MILE TO A RAILROAD
 EM0856'CROSSING, A CONCRETE BRIDGE, AND THE AZIMUTH MARK ON THE RIGHT (SOUTH)
 EM0856'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, EAST, ON U.S. HIGHWAY 62 FOR 0.5
 EM0856'MILE TO A T-ROAD TO THE RIGHT.  TURN RIGHT (SOUTH) AND FOLLOW THE
 EM0856'TRACK ROAD SOUTH, WEST, AND SOUTH, PASSING ON THE WEST SIDE OF A FARM
 EM0856'HOUSE, FOR 0.15 MILE TO A METAL GRAIN BIN AND A WIRE GATE.  PASS
 EM0856'THROUGH THE GATE, AND FOLLOW THE TRACK ROAD WEST AND SOUTH FOR 0.2
 EM0856'MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTHEAST TO THE TOP OF THE
 EM0856'ROCKY HILL AND THE STATION.  THIS IS A 20 MINUTE PACK.
 EM0856'
 EM0856'THE AZIMUTH MARK, STAMPED Z 29 1934, IS A CGS BENCH MARK, CEMENTED IN
 EM0856'A DRILL HOLE IN THE SOUTHEAST WING WALL OF A CONCRETE BRIDGE.  IT IS
 EM0856'33 FEET EAST OF THE CENTER OF THE RAILROAD TRACKS, 18 FEET SOUTH OF
 EM0856'THE CENTER OF THE HIGHWAY, AND 0.8 FOOT SOUTH OF A WITNESS POST.
 EM0856
 EM0856                          STATION RECOVERY (1963)
 EM0856
 EM0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0856'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 EM0856'AS DESCRIBED BY N.E.S. 1961.
 EM0856
 EM0856                          STATION RECOVERY (1980)
 EM0856
 EM0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JGC)
 EM0856'SNYDER 1935 RECOVERED GOOD.  SNYDER NO 1 1935 RECOVERED GOOD.  SNYDER
 EM0856'NO 2 1935 RECOVERED GOOD.  Z 29 1934 (AZIMUTH MARK) RECOVERED GOOD.
 EM0856'THE 20 MINUTE PACK MENTIONED IN 1961 DESCRIPTION IS OPTIMISTIC.
 EM0856
 EM0856                          STATION RECOVERY (1988)
 EM0856
 EM0856'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RWM)
 EM0856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0854 ***********************************************************************
 EM0854  DESIGNATION -  SNYDER MUNICIPAL TANK
 EM0854  PID         -  EM0854
 EM0854  STATE/COUNTY-  OK/KIOWA
 EM0854  COUNTRY     -  US
 EM0854  USGS QUAD   -  SNYDER (2018)
 EM0854
 EM0854                         *CURRENT SURVEY CONTROL
 EM0854  ______________________________________________________________________
 EM0854* NAD 83(1993) POSITION- 34 39 13.52065(N) 098 56 59.62459(W)   ADJUSTED
 EM0854  ______________________________________________________________________
 EM0854  GEOID HEIGHT    -        -25.723 (meters)                     GEOID18
 EM0854  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 EM0854  HORZ ORDER      -  THIRD
 EM0854
 EM0854.The horizontal coordinates were established by classical geodetic methods
 EM0854.and adjusted by the National Geodetic Survey in November 1994.
 EM0854
 EM0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0854.GEOID18 height accuracy estimate available here.
 EM0854
 EM0854.Click photographs - Photos may exist for this station.
 EM0854
 EM0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0854
 EM0854. The following values were computed from the NAD 83(1993) position.
 EM0854
 EM0854;                    North         East     Units Scale Factor Converg.
 EM0854;SPC OK S     -   146,875.515   512,928.873   MT  0.99993668   -0 32 21.0
 EM0854;SPC OK S     -   481,874.09  1,682,834.14   sFT  0.99993668   -0 32 21.0
 EM0854;UTM  14      - 3,834,648.129   504,591.274   MT  0.99960026   +0 01 42.6
 EM0854
 EM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0459134648(NAD 83)
 EM0854
 EM0854                          SUPERSEDED SURVEY CONTROL
 EM0854
 EM0854  NAD 83(1986)-  34 39 13.52899(N)    098 56 59.61316(W) AD(       ) 3
 EM0854  NAD 27      -  34 39 13.27700(N)    098 56 58.34100(W) AD(       ) 3
 EM0854
 EM0854.Superseded values are not recommended for survey control.
 EM0854
 EM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0854.See file dsdata.pdf to determine how the superseded data were derived.
 EM0854
 EM0854_MARKER: 53 = ELEVATED TANK
 EM0854
 EM0854  HISTORY     - Date     Condition        Report By
 EM0854  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0854  HISTORY     - 1948     GOOD             CGS
 EM0854  HISTORY     - 1961     GOOD             CGS
 EM0854  HISTORY     - 1963     GOOD             CGS
 EM0854
 EM0854                          STATION DESCRIPTION
 EM0854
 EM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0854'POINT OBSERVED UPON IS FINIAL, OF MUNICIPAL STEEL WATER TANK,
 EM0854'ABOUT 100 FEET HIGH PAINTED SILVER, LOCATED IN S EDGE OF TOWN.
 EM0854'
 EM0854'OBSERVED UPON FROM STATIONS SNYDER AND HEADRICK.
 EM0854
 EM0854                          STATION RECOVERY (1948)
 EM0854
 EM0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0854'THE STATION IS LOCATED IN THE EAST EDGE OF SNYDER, 1 BLOCK NORTH
 EM0854'OF U.S. HIGHWAY 62 AND 200 FEET EAST OF A NORTH-SOUTH STREET.
 EM0854'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK ON THE
 EM0854'TOP.  THE LEGS ARE PAINTED BLACK AND THE TANK IS SILVER WITH
 EM0854'THE LETTERS SNYDER ON THE NORTH AND SOUTH SIDES.  THE OVERALL
 EM0854'HEIGHT IS 127 FEET AND THE POINT OBDERVED UPON WAS THE BALL
 EM0854'AT THE APEX OF THE ROOF.
 EM0854'
 EM0854'PROBABLY THE SAME STATION AS SNYDER, MUNICIPAL WATER TANK,
 EM0854'1935.
 EM0854
 EM0854                          STATION RECOVERY (1961)
 EM0854
 EM0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0854'THE STATION IS AT THE SOUTHEAST EDGE OF THE CITY OF SNYDER,
 EM0854'210 FEET EAST OF F STREET, 180 FEET WEST OF G STREET AND AT
 EM0854'THE EAST END OF 12TH STREET.
 EM0854'
 EM0854'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER.  HAVING
 EM0854'AN OVER-ALL HEIGHT OF 125 FEET AND THE STAFF AT THE TOP AND
 EM0854'CENTER WAS THE POINT OBSERVED UPON.
 EM0854
 EM0854                          STATION RECOVERY (1963)
 EM0854
 EM0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0854'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0817 ***********************************************************************
 EM0817  DESIGNATION -  SOLID
 EM0817  PID         -  EM0817
 EM0817  STATE/COUNTY-  OK/COMANCHE
 EM0817  COUNTRY     -  US
 EM0817  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0817
 EM0817                         *CURRENT SURVEY CONTROL
 EM0817  ______________________________________________________________________
 EM0817* NAD 83(1993) POSITION- 34 41 34.96383(N) 098 33 06.32579(W)   ADJUSTED
 EM0817* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) SCALED
 EM0817  ______________________________________________________________________
 EM0817  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 EM0817  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 EM0817  HORZ ORDER      -  THIRD
 EM0817
 EM0817.The horizontal coordinates were established by classical geodetic methods
 EM0817.and adjusted by the National Geodetic Survey in November 1994.
 EM0817
 EM0817.The orthometric height was scaled from a topographic map.
 EM0817
 EM0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0817.GEOID18 height accuracy estimate available here.
 EM0817
 EM0817.Click photographs - Photos may exist for this station.
 EM0817
 EM0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0817
 EM0817. The following values were computed from the NAD 83(1993) position.
 EM0817
 EM0817;                    North         East     Units Scale Factor Converg.
 EM0817;SPC OK S     -   150,962.310   549,447.126   MT  0.99993774   -0 18 47.5
 EM0817;SPC OK S     -   495,282.18  1,802,644.45   sFT  0.99993774   -0 18 47.5
 EM0817;UTM  14      - 3,839,095.247   541,055.207   MT  0.99962077   +0 15 18.5
 EM0817
 EM0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0817!SPC OK S     -   0.99993446  x   0.99993774  =   0.99987220
 EM0817!UTM  14      -   0.99993446  x   0.99962077  =   0.99955525
 EM0817
 EM0817:                Primary Azimuth Mark                     Grid Az
 EM0817:SPC OK S     -  RANCH                                    135 43 25.8
 EM0817:UTM  14      -  RANCH                                    135 09 19.8
 EM0817
 EM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4105539095(NAD 83)
 EM0817
 EM0817|---------------------------------------------------------------------|
 EM0817| PID    Reference Object                     Distance      Geod. Az  |
 EM0817|                                                           dddmmss.s |
 EM0817| EM0823 RANCH                               APPROX. 2.1 KM 1352438.3 |
 EM0817|---------------------------------------------------------------------|
 EM0817
 EM0817                          SUPERSEDED SURVEY CONTROL
 EM0817
 EM0817  NAD 83(1986)-  34 41 34.96962(N)    098 33 06.31117(W) AD(       ) 3
 EM0817  NAD 27      -  34 41 34.71500(N)    098 33 05.08600(W) AD(       ) 3
 EM0817
 EM0817.Superseded values are not recommended for survey control.
 EM0817
 EM0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0817.See file dsdata.pdf to determine how the superseded data were derived.
 EM0817
 EM0817_MARKER: N = NAIL
 EM0817_SETTING: 66 = SET IN ROCK OUTCROP
 EM0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0817+STABILITY: POSITION/ELEVATION WELL
 EM0817
 EM0817  HISTORY     - Date     Condition        Report By
 EM0817  HISTORY     - 1945     MONUMENTED       USA
 EM0817
 EM0817                          STATION DESCRIPTION
 EM0817
 EM0817'DESCRIBED BY US ARMY 1945
 EM0817'NEAR THE HIGHEST PORTION OF FLAT TOPPED ROCKY RIDGE ABOUT 1000
 EM0817'YDS. ESE OF KETCH RANCH.  MARKED BY A TEN PENNY NAIL, POINTED
 EM0817'AND UP, WHICH HAS BEEN SET IN A CONCRETE MOUND ON TOP OF A
 EM0817'LARGE FLAT SECTION OF ROCK OUTCROP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0986 ***********************************************************************
 EK0986  DESIGNATION -  SOPER
 EK0986  PID         -  EK0986
 EK0986  STATE/COUNTY-  OK/CHOCTAW
 EK0986  COUNTRY     -  US
 EK0986  USGS QUAD   -  SOPER (2019)
 EK0986
 EK0986                         *CURRENT SURVEY CONTROL
 EK0986  ______________________________________________________________________
 EK0986* NAD 83(1993) POSITION- 34 01 41.44241(N) 095 41 58.76036(W)   ADJUSTED
 EK0986* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 EK0986  ______________________________________________________________________
 EK0986  GEOID HEIGHT    -        -28.871 (meters)                     GEOID18
 EK0986  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC18
 EK0986  HORZ ORDER      -  FIRST
 EK0986
 EK0986.The horizontal coordinates were established by classical geodetic methods
 EK0986.and adjusted by the National Geodetic Survey in November 1994.
 EK0986
 EK0986.The orthometric height was scaled from a topographic map.
 EK0986
 EK0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0986.GEOID18 height accuracy estimate available here.
 EK0986
 EK0986.Click photographs - Photos may exist for this station.
 EK0986
 EK0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0986
 EK0986. The following values were computed from the NAD 83(1993) position.
 EK0986
 EK0986;                    North         East     Units Scale Factor Converg.
 EK0986;SPC OK S     -    79,495.492   812,424.560   MT  0.99998271   +1 18 20.6
 EK0986;SPC OK S     -   260,811.46  2,665,429.58   sFT  0.99998271   +1 18 20.6
 EK0986;UTM  15      - 3,768,567.952   250,740.264   MT  1.00036596   -1 30 41.4
 EK0986
 EK0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0986!SPC OK S     -   0.99997579  x   0.99998271  =   0.99995851
 EK0986!UTM  15      -   0.99997579  x   1.00036596  =   1.00034175
 EK0986
 EK0986:                Primary Azimuth Mark                     Grid Az
 EK0986:SPC OK S     -  SOPER AZ MK                              029 54 09.7
 EK0986:UTM  15      -  SOPER AZ MK                              032 43 11.7
 EK0986
 EK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5074068567(NAD 83)
 EK0986
 EK0986|---------------------------------------------------------------------|
 EK0986| PID    Reference Object                     Distance      Geod. Az  |
 EK0986|                                                           dddmmss.s |
 EK0986| EK0984 SOPER MUNICIPAL TANK                APPROX. 0.9 KM 0153952.6 |
 EK0986| CY2330 SOPER RM 1                           16.952 METERS 02546     |
 EK0986| CY2329 SOPER AZ MK                                        0311230.3 |
 EK0986| CY2331 SOPER RM 2                           23.585 METERS 09339     |
 EK0986|---------------------------------------------------------------------|
 EK0986
 EK0986                          SUPERSEDED SURVEY CONTROL
 EK0986
 EK0986  NAD 83(1986)-  34 01 41.44841(N)    095 41 58.75120(W) AD(       ) 1
 EK0986  NAD 27      -  34 01 41.08400(N)    095 41 57.87300(W) AD(       ) 1
 EK0986
 EK0986.Superseded values are not recommended for survey control.
 EK0986
 EK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0986.See file dsdata.pdf to determine how the superseded data were derived.
 EK0986
 EK0986_MARKER: DD = SURVEY DISK
 EK0986_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0986_STAMPING: SOPER 651 ENGRS 1943
 EK0986_MARK LOGO: USACE
 EK0986_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0986
 EK0986  HISTORY     - Date     Condition        Report By
 EK0986  HISTORY     - 1943     MONUMENTED       USA
 EK0986  HISTORY     - 1951     GOOD             CGS
 EK0986  HISTORY     - 1957     GOOD             CGS
 EK0986  HISTORY     - 1968     MARK NOT FOUND   USGS
 EK0986  HISTORY     - 19920728 POOR             USGS
 EK0986
 EK0986                          STATION DESCRIPTION
 EK0986
 EK0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0986'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH-SOUTHWEST OF
 EK0986'THE TOWN OF SOPER AND ON A PROMINENT HILL.  IT IS NEAR THE
 EK0986'NORTHEAST EDGE OF THE HILL TOP AND 115 FEET WEST OF A NORTH
 EK0986'AND SOUTH FENCE.  THE MARK IS A 2 INCH PIPE WHICH PROJECTS
 EK0986'12 INCHES AND THE CAP IS STAMPED SOPER 651 ENGRS 1943.
 EK0986'
 EK0986'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL.
 EK0986'THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING BED ROCK
 EK0986'AND THE DISK IS STAMPED SOPER USE NO 1 1951.
 EK0986'
 EK0986'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND 38
 EK0986'FEET WEST OF A NORTH AND SOUTH FENCE.  THE MARK IS SET IN
 EK0986'A DRILL HOLE IN OUTCROPPING BED ROCK AND THE DISK IS STAMPED
 EK0986'SOPER USE NO 2 1951.
 EK0986'
 EK0986'AZIMUTH MARK IS 54.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 EK0986'70, 52 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH STREET,
 EK0986'17.5 FEET SOUTH OF A LARGE SIGN BOARD AND 2 FEET WEST OF A
 EK0986'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 EK0986'STAMPED SOPER USE 1951.
 EK0986'
 EK0986'TO REACH FROM THE MAIN INTERSECTION IN THE TOWN OF SOPER,
 EK0986'GO SOUTH FOR 0.25 MILE TO A WHITE HOUSE ON THE RIGHT AND THE END
 EK0986'OF THE STREET, TURN RIGHT THROUGH A WOODEN GATE JUST SOUTH
 EK0986'OF THE HOUSE AND GO WEST ACROSS LOT FOR 50 YARDS TO A GATE,
 EK0986'PASS THROUGH GATE, THENCE LEFT (SOUTH) TO THE TOP OF HILL
 EK0986'AND THE STATION.
 EK0986'
 EK0986'TO REACH THE AZIMUTH MARK FROM THE MAIN INTERSECTION IN SOPER, GO
 EK0986'EAST ON HIGHWAY 70 FOR 1 BLOCK TO THE MARK ON THE LEFT AS
 EK0986'DESCRIBED.
 EK0986'
 EK0986'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0986
 EK0986                          STATION RECOVERY (1957)
 EK0986
 EK0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 EK0986'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 EK0986'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EK0986'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EK0986
 EK0986                          STATION RECOVERY (1968)
 EK0986
 EK0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EK0986'STATION DESTROYED.
 EK0986'
 EK0986'STATION APPEARS TO HAVE BEEN HIT BY FARM MACHINERY.  THE CAP IS GONE
 EK0986'AND PIPE IS LEANING.
 EK0986
 EK0986                          STATION RECOVERY (1992)
 EK0986
 EK0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 EK0986'FOUND ENGRS RM 1 1943.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0984 ***********************************************************************
 EK0984  DESIGNATION -  SOPER MUNICIPAL TANK
 EK0984  PID         -  EK0984
 EK0984  STATE/COUNTY-  OK/CHOCTAW
 EK0984  COUNTRY     -  US
 EK0984  USGS QUAD   -  SOPER (2019)
 EK0984
 EK0984                         *CURRENT SURVEY CONTROL
 EK0984  ______________________________________________________________________
 EK0984* NAD 83(1993) POSITION- 34 02 11.09928(N) 095 41 48.77085(W)   ADJUSTED
 EK0984  ______________________________________________________________________
 EK0984  GEOID HEIGHT    -        -28.923 (meters)                     GEOID18
 EK0984  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC18
 EK0984  HORZ ORDER      -  THIRD
 EK0984
 EK0984.The horizontal coordinates were established by classical geodetic methods
 EK0984.and adjusted by the National Geodetic Survey in November 1994.
 EK0984
 EK0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0984.GEOID18 height accuracy estimate available here.
 EK0984
 EK0984.Click photographs - Photos may exist for this station.
 EK0984
 EK0984.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0984
 EK0984. The following values were computed from the NAD 83(1993) position.
 EK0984
 EK0984;                    North         East     Units Scale Factor Converg.
 EK0984;SPC OK S     -    80,414.867   812,659.913   MT  0.99998133   +1 18 26.2
 EK0984;SPC OK S     -   263,827.78  2,666,201.73   sFT  0.99998133   +1 18 26.2
 EK0984;UTM  15      - 3,769,474.994   251,020.629   MT  1.00036424   -1 30 37.0
 EK0984
 EK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5102069474(NAD 83)
 EK0984
 EK0984                          SUPERSEDED SURVEY CONTROL
 EK0984
 EK0984  NAD 83(1986)-  34 02 11.10559(N)    095 41 48.76150(W) AD(       ) 3
 EK0984  NAD 27      -  34 02 10.74400(N)    095 41 47.88300(W) AD(       ) 3
 EK0984
 EK0984.Superseded values are not recommended for survey control.
 EK0984
 EK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0984.See file dsdata.pdf to determine how the superseded data were derived.
 EK0984
 EK0984_MARKER: 53 = ELEVATED TANK
 EK0984
 EK0984  HISTORY     - Date     Condition        Report By
 EK0984  HISTORY     - 1935     FIRST OBSERVED   CGS
 EK0984  HISTORY     - 1951     GOOD             CGS
 EK0984
 EK0984                          STATION DESCRIPTION
 EK0984
 EK0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK0984'STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF SOPER, OKLAHOMA.
 EK0984'IT IS LOCATED IN THE NORTHERN PART OF TOWN, ABOUT 0.3 MILE N OF
 EK0984'U.S. HIGHWAY 70, ABOUT 230 FEET N OF THE CENTER LINE OF OLIVE
 EK0984'STREET ABOUT 190 FEET W OF THE CENTER LINE OF MAIN STREET
 EK0984'AND ABOUT 15 FEET S OF THE MUNICIPAL PUMPING STATION.  THE
 EK0984'TANK WAS ERECTED IN 1911 AND IS VERY PROMINENT FROM THE E
 EK0984'AND S, BUT IS SOMEWHAT OBSTRUCTED FROM THE W AND N.  IT IS IN
 EK0984'SEC. 14, T 6 S, R 15 E.
 EK0984'
 EK0984'THE ENTIRE TANK IS BLACK IN COLOR.  IT HAS FOUR TRUSSWORK LEGS
 EK0984'ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT
 EK0984'15 FEET.  THE VERTICAL SECTION IS ABOUT 25 FEET HIGH AND HAS
 EK0984'A CATWALK AND RAIL AROUND ITS BASE.  THE ROOF IS FLAT CONICAL
 EK0984'ABOUT 4 FEET HIGH, WITH A BALL AND LIGHT AT ITS APEX.  THE
 EK0984'TOTAL HEIGHT IS ABOUT 120 FEET.
 EK0984
 EK0984                          STATION RECOVERY (1951)
 EK0984
 EK0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0984'THE STATION IS LOCATED AT THE NORTH EDGE OF SOPER.  IT IS A
 EK0984'4 LEGGED STEEL STRUCTURE, PAINTED BLACK AND APPROXIMATELY
 EK0984'80 FEET HIGH.
 EK0984'
 EK0984'TO REACH FROM THE MAIN INTERSECTION IN SOPER, GO NORTH FOR
 EK0984'0.35 MILE TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0816 ***********************************************************************
 EM0816  DESIGNATION -  SOUND 1945
 EM0816  PID         -  EM0816
 EM0816  STATE/COUNTY-  OK/COMANCHE
 EM0816  COUNTRY     -  US
 EM0816  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0816
 EM0816                         *CURRENT SURVEY CONTROL
 EM0816  ______________________________________________________________________
 EM0816* NAD 83(1993) POSITION- 34 40 34.44238(N) 098 33 11.36042(W)   ADJUSTED
 EM0816* NAVD 88 ORTHO HEIGHT -   440.    (meters)     1444.    (feet) SCALED
 EM0816  ______________________________________________________________________
 EM0816  GEOID HEIGHT    -        -25.596 (meters)                     GEOID18
 EM0816  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 EM0816  HORZ ORDER      -  THIRD
 EM0816
 EM0816.The horizontal coordinates were established by classical geodetic methods
 EM0816.and adjusted by the National Geodetic Survey in November 1994.
 EM0816
 EM0816.The orthometric height was scaled from a topographic map.
 EM0816
 EM0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0816.GEOID18 height accuracy estimate available here.
 EM0816
 EM0816.Click photographs - Photos may exist for this station.
 EM0816
 EM0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0816
 EM0816. The following values were computed from the NAD 83(1993) position.
 EM0816
 EM0816;                    North         East     Units Scale Factor Converg.
 EM0816;SPC OK S     -   149,098.174   549,308.775   MT  0.99993723   -0 18 50.3
 EM0816;SPC OK S     -   489,166.26  1,802,190.54   sFT  0.99993723   -0 18 50.3
 EM0816;UTM  14      - 3,837,230.422   540,935.389   MT  0.99962065   +0 15 15.2
 EM0816
 EM0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0816!SPC OK S     -   0.99993493  x   0.99993723  =   0.99987217
 EM0816!UTM  14      -   0.99993493  x   0.99962065  =   0.99955561
 EM0816
 EM0816:                Primary Azimuth Mark                     Grid Az
 EM0816:SPC OK S     -  BLUE BEAVER                              314 52 44.3
 EM0816:UTM  14      -  BLUE BEAVER                              314 18 38.8
 EM0816
 EM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4093537230(NAD 83)
 EM0816
 EM0816|---------------------------------------------------------------------|
 EM0816| PID    Reference Object                     Distance      Geod. Az  |
 EM0816|                                                           dddmmss.s |
 EM0816| EM0806 BLUE BEAVER                         APPROX. 1.9 KM 3143354.0 |
 EM0816|---------------------------------------------------------------------|
 EM0816
 EM0816                          SUPERSEDED SURVEY CONTROL
 EM0816
 EM0816  NAD 83(1986)-  34 40 34.44846(N)    098 33 11.34590(W) AD(       ) 3
 EM0816  NAD 27      -  34 40 34.19200(N)    098 33 10.12200(W) AD(       ) 3
 EM0816
 EM0816.Superseded values are not recommended for survey control.
 EM0816
 EM0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0816.See file dsdata.pdf to determine how the superseded data were derived.
 EM0816
 EM0816_MARKER: N = NAIL
 EM0816_SETTING: 66 = SET IN ROCK OUTCROP
 EM0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0816+STABILITY: POSITION/ELEVATION WELL
 EM0816
 EM0816  HISTORY     - Date     Condition        Report By
 EM0816  HISTORY     - 1945     MONUMENTED       USA
 EM0816
 EM0816                          STATION DESCRIPTION
 EM0816
 EM0816'DESCRIBED BY US ARMY 1945
 EM0816'ON THE SUMMIT OF A VERY ROCKY HILL ABOUT 1-1/4 MILE NW OF GRUBER
 EM0816'HILL. MARKED BY THE HEAD OF A TEN PENNY NAIL CEMENTED IN BEDROCK
 EM0816'ABOUT 500 YDS. SW OF NEW BLUE BEAVER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0504 ***********************************************************************
 EM0504  DESIGNATION -  SOUTH AXIS
 EM0504  PID         -  EM0504
 EM0504  STATE/COUNTY-  OK/GREER
 EM0504  COUNTRY     -  US
 EM0504  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0504
 EM0504                         *CURRENT SURVEY CONTROL
 EM0504  ______________________________________________________________________
 EM0504* NAD 83(1986) POSITION- 34 49 02.     (N) 099 35 25.     (W)   SCALED
 EM0504* NAVD 88 ORTHO HEIGHT -   511.496 (meters)     1678.13  (feet) ADJUSTED
 EM0504  ______________________________________________________________________
 EM0504  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 EM0504  DYNAMIC HEIGHT  -        510.947 (meters)     1676.33  (feet) COMP
 EM0504  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EM0504
 EM0504  VERT ORDER      -  SECOND    CLASS 0
 EM0504
 EM0504.The horizontal coordinates were scaled from a map and have
 EM0504.an estimated accuracy of +/- 6 seconds.
 EM0504
 EM0504.The orthometric height was determined by differential leveling and
 EM0504.adjusted by the NATIONAL GEODETIC SURVEY
 EM0504.in June 1991.
 EM0504
 EM0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0504.GEOID18 height accuracy estimate available here.
 EM0504
 EM0504.Click photographs - Photos may exist for this station.
 EM0504
 EM0504.The dynamic height is computed by dividing the NAVD 88
 EM0504.geopotential number by the normal gravity value computed on the
 EM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0504.degrees latitude (g = 980.6199 gals.).
 EM0504
 EM0504.The modeled gravity was interpolated from observed gravity values.
 EM0504
 EM0504;                    North         East    Units  Estimated Accuracy
 EM0504;SPC OK S     -   165,750.      454,520.      MT  (+/- 180 meters Scaled)
 EM0504
 EM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD460529(NAD 83)
 EM0504
 EM0504                          SUPERSEDED SURVEY CONTROL
 EM0504
 EM0504  NGVD 29 (??/??/92)  511.287  (m)         1677.45   (f) ADJ UNCH    2 0
 EM0504
 EM0504.Superseded values are not recommended for survey control.
 EM0504
 EM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0504.See file dsdata.pdf to determine how the superseded data were derived.
 EM0504
 EM0504_MARKER: DD = SURVEY DISK
 EM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0504_MARK LOGO: USACE
 EM0504_PROJECTION: PROJECTING 3 CENTIMETERS
 EM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0504+STABILITY: SURFACE MOTION
 EM0504
 EM0504  HISTORY     - Date     Condition        Report By
 EM0504  HISTORY     - UNK      MONUMENTED       USACE
 EM0504  HISTORY     - 1961     GOOD             CGS
 EM0504
 EM0504                          STATION DESCRIPTION
 EM0504
 EM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0504'6.0 MI SW FROM MANGUM.
 EM0504'5.15 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURT HOUSE AT
 EM0504'MANGUM, THENCE 2.6 MILES WEST ALONG OILED ROAD TO THE ENTRANCE OF
 EM0504'MISSILE SITE 8, THENCE 0.35 MILE NORTH ALONG THE ROAD LEADING TO THE
 EM0504'SITE, 165 FEET SOUTH OF THE TRANSFORMER POLE, 26 FEET WEST OF THE SILO
 EM0504'SERVICE ROAD, 27 FEET SOUTH OF INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0504'1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0639 ***********************************************************************
 EM0639  DESIGNATION -  SOUTH RABBIT
 EM0639  PID         -  EM0639
 EM0639  STATE/COUNTY-  OK/COMANCHE
 EM0639  COUNTRY     -  US
 EM0639  USGS QUAD   -  FORT SILL (2018)
 EM0639
 EM0639                         *CURRENT SURVEY CONTROL
 EM0639  ______________________________________________________________________
 EM0639* NAD 83(1993) POSITION- 34 42 44.35247(N) 098 26 52.14116(W)   ADJUSTED
 EM0639* NAVD 88 ORTHO HEIGHT -   402.    (meters)     1319.    (feet) SCALED
 EM0639  ______________________________________________________________________
 EM0639  GEOID HEIGHT    -        -25.729 (meters)                     GEOID18
 EM0639  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC18
 EM0639  HORZ ORDER      -  THIRD
 EM0639
 EM0639.The horizontal coordinates were established by classical geodetic methods
 EM0639.and adjusted by the National Geodetic Survey in November 1994.
 EM0639
 EM0639.The orthometric height was scaled from a topographic map.
 EM0639
 EM0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0639.GEOID18 height accuracy estimate available here.
 EM0639
 EM0639.Click photographs - Photos may exist for this station.
 EM0639
 EM0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0639
 EM0639. The following values were computed from the NAD 83(1993) position.
 EM0639
 EM0639;                    North         East     Units Scale Factor Converg.
 EM0639;SPC OK S     -   153,053.238   558,979.707   MT  0.99993843   -0 15 15.1
 EM0639;SPC OK S     -   502,142.17  1,833,919.26   sFT  0.99993843   -0 15 15.1
 EM0639;UTM  14      - 3,841,279.968   550,563.605   MT  0.99963151   +0 18 52.0
 EM0639
 EM0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0639!SPC OK S     -   0.99994092  x   0.99993843  =   0.99987935
 EM0639!UTM  14      -   0.99994092  x   0.99963151  =   0.99957245
 EM0639
 EM0639:                Primary Azimuth Mark                     Grid Az
 EM0639:SPC OK S     -  FORT SILL 30 TARGET                      089 17 48.5
 EM0639:UTM  14      -  FORT SILL 30 TARGET                      088 43 41.4
 EM0639
 EM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5056341279(NAD 83)
 EM0639
 EM0639|---------------------------------------------------------------------|
 EM0639| PID    Reference Object                     Distance      Geod. Az  |
 EM0639|                                                           dddmmss.s |
 EM0639| EM0647 FORT SILL 30 TARGET                 APPROX. 1.6 KM 0890233.4 |
 EM0639|---------------------------------------------------------------------|
 EM0639
 EM0639                          SUPERSEDED SURVEY CONTROL
 EM0639
 EM0639  NAD 83(1986)-  34 42 44.35708(N)    098 26 52.12514(W) AD(       ) 3
 EM0639  NAD 27      -  34 42 44.10600(N)    098 26 50.93000(W) AD(       ) 3
 EM0639
 EM0639.Superseded values are not recommended for survey control.
 EM0639
 EM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0639.See file dsdata.pdf to determine how the superseded data were derived.
 EM0639
 EM0639_MARKER: I = METAL ROD
 EM0639_SETTING: 66 = SET IN ROCK OUTCROP
 EM0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0639+STABILITY: POSITION/ELEVATION WELL
 EM0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0639+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2014
 EM0639
 EM0639  HISTORY     - Date     Condition        Report By
 EM0639  HISTORY     - 1945     MONUMENTED       USA
 EM0639  HISTORY     - 20140710 GOOD             GEOCAC
 EM0639
 EM0639                          STATION DESCRIPTION
 EM0639
 EM0639'DESCRIBED BY US ARMY 1945
 EM0639'ON A ROCKY BENCH WHICH FORMS EXTREME S END OF RABBIT HILL
 EM0639'ABOUT ONE MILE S OF OKLA STATE HWY. 49.  MARKED BY A
 EM0639'SECTION OF 3/8 IN IRON REINFORCING ROD CEMENTED IN A DRILL HOLE
 EM0639'12.9 FT. SW OF IRON POLE SET TEMPORARILY IN A ROCK PILE.
 EM0639'MARK PROJECTS 1-1/2 INCHES.
 EM0639
 EM0639                          STATION RECOVERY (2014)
 EM0639
 EM0639'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0639'STATION RECOVERED IN GOOD CONDITION.  IT IS MONUMENTED IN A CONCRETE
 EM0639'BLOCK UNDER A METAL QUAD SIGNAL TARGET.  IT IS STAMPED RABBIT SOUTH
 EM0639'AND DATED 1979 BY FORT SILL, OK SIC RANGE.  SHORTEST DISTANCE TO CLIMB
 EM0639'IS FROM THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0554 ***********************************************************************
 GJ0554  DESIGNATION -  SOUTHARD
 GJ0554  PID         -  GJ0554
 GJ0554  STATE/COUNTY-  OK/BLAINE
 GJ0554  COUNTRY     -  US
 GJ0554  USGS QUAD   -  SOUTHARD (2018)
 GJ0554
 GJ0554                         *CURRENT SURVEY CONTROL
 GJ0554  ______________________________________________________________________
 GJ0554* NAD 83(1993) POSITION- 36 02 32.50273(N) 098 25 37.80481(W)   ADJUSTED
 GJ0554* NAVD 88 ORTHO HEIGHT -   452.    (meters)     1483.    (feet) SCALED
 GJ0554  ______________________________________________________________________
 GJ0554  GEOID HEIGHT    -        -27.266 (meters)                     GEOID18
 GJ0554  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 GJ0554  HORZ ORDER      -  SECOND
 GJ0554
 GJ0554.The horizontal coordinates were established by classical geodetic methods
 GJ0554.and adjusted by the National Geodetic Survey in November 1994.
 GJ0554
 GJ0554.The orthometric height was scaled from a topographic map.
 GJ0554
 GJ0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0554.GEOID18 height accuracy estimate available here.
 GJ0554
 GJ0554.Click photographs - Photos may exist for this station.
 GJ0554
 GJ0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0554
 GJ0554. The following values were computed from the NAD 83(1993) position.
 GJ0554
 GJ0554;                    North         East     Units Scale Factor Converg.
 GJ0554;SPC OK N     -   115,737.462   561,507.701   MT  0.99994778   -0 15 07.5
 GJ0554;SPC OK N     -   379,715.32  1,842,213.18   sFT  0.99994778   -0 15 07.5
 GJ0554;UTM  14      - 3,988,798.795   551,600.627   MT  0.99963281   +0 20 13.4
 GJ0554
 GJ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0554!SPC OK N     -   0.99993332  x   0.99994778  =   0.99988110
 GJ0554!UTM  14      -   0.99993332  x   0.99963281  =   0.99956615
 GJ0554
 GJ0554:                Primary Azimuth Mark                     Grid Az
 GJ0554:SPC OK N     -  SOUTHARD AZ MK 2                         012 03 28.6
 GJ0554:UTM  14      -  SOUTHARD AZ MK 2                         011 28 07.7
 GJ0554
 GJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5160088798(NAD 83)
 GJ0554
 GJ0554|---------------------------------------------------------------------|
 GJ0554| PID    Reference Object                     Distance      Geod. Az  |
 GJ0554|                                                           dddmmss.s |
 GJ0554| CL3288 SOUTHARD AZ MK 2                                   0114821.1 |
 GJ0554| CL3287 SOUTHARD AZ MK                                     0114820.8 |
 GJ0554| GJ0552 OKEENE FARMERS CO OP EXCH ELEV      APPROX.12.8 KM 0484533.7 |
 GJ0554| GJ0551 OKEENE MUNICIPAL WATER TANK         APPROX.12.7 KM 0501748.4 |
 GJ0554| FK0540 HITCHCOCK FARMERS UNION ELEV        APPROX.10.9 KM 1383028.5 |
 GJ0554| FK0541 HITCHCOCK MUNICIPAL WATER TANK      APPROX.10.8 KM 1392814.7 |
 GJ0554| CL3289 SOUTHARD RM 1                        11.459 METERS 18620     |
 GJ0554| GJ0555 SOUTHARD U S GYPSUM CO TANK         APPROX. 4.3 KM 2884542.1 |
 GJ0554| CL3290 SOUTHARD RM 2                        12.129 METERS 29050     |
 GJ0554|---------------------------------------------------------------------|
 GJ0554
 GJ0554                          SUPERSEDED SURVEY CONTROL
 GJ0554
 GJ0554  NAD 83(1986)-  36 02 32.50723(N)    098 25 37.78905(W) AD(       ) 2
 GJ0554  NAD 27      -  36 02 32.37072(N)    098 25 36.51006(W) AD(       ) 2
 GJ0554
 GJ0554.Superseded values are not recommended for survey control.
 GJ0554
 GJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0554.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0554
 GJ0554_MARKER: DS = TRIANGULATION STATION DISK
 GJ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0554_STAMPING: SOUTHARD 1963
 GJ0554_MARK LOGO: CGS
 GJ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0554+STABILITY: SURFACE MOTION
 GJ0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0554+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2011
 GJ0554
 GJ0554  HISTORY     - Date     Condition        Report By
 GJ0554  HISTORY     - 1963     MONUMENTED       CGS
 GJ0554  HISTORY     - 1965     GOOD             CGS
 GJ0554  HISTORY     - 20110311 GOOD             INDIV
 GJ0554
 GJ0554                          STATION DESCRIPTION
 GJ0554
 GJ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0554'STATION IS LOCATED ABOUT 2.5 MILES EAST SOUTHEAST OF SOUTHARD AND
 GJ0554'8.0 MILES SOUTHWEST OF OKEENE ON THE SUMMIT OF A SMALL, FLAT-TOPPED
 GJ0554'BUTTE THAT IS THE PROPERTY OF MR. HENRY BOECKMAN.
 GJ0554'
 GJ0554'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT, IN SOUTHARD,
 GJ0554'GO EASTERLY 3.1 MILE TO A CROSSROAD.  (AZIMUTH MARK IS IN THE
 GJ0554'SOUTHWEST ANGLE OF ROAD INTERSECTIONS.) TURN RIGHT AND GO SOUTH
 GJ0554'1.0 MILE TO WHERE ROAD CURVES TO THE EAST.  TURN RIGHT AND FOLLOW
 GJ0554'TRACK ROAD WEST, ALONG FENCE LINE, ABOUT 100 FEET TO GATE.  GO
 GJ0554'SOUTH, THROUGH GATE.  THENCE WEST 0.1 MILE TO FENCE CORNER.
 GJ0554'GO NORTHWESTERLY ABOUT 0.2 MILE TO THE NORTH END OF BUTTE.  GO
 GJ0554'SOUTHERLY, ALONG THE WEST SIDE OF BUTTE, ABOUT 0.2 MILE TO TOP OF
 GJ0554'FIRST BENCH.  PASS AROUND THE EAST SIDE OF BUTTE TO ITS SOUTH SIDE.
 GJ0554'GO NORTH, UP SOUTH SIDE, ABOUT 100 YARDS TO TOP OF BUTTE AND
 GJ0554'STATION.
 GJ0554'
 GJ0554'STATION, STAMPED SOUTHARD 1963, IS A STANDARD USC AND GS BRONZE DISK
 GJ0554'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 GJ0554'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 7.0 FT. WEST NORTHWEST OF
 GJ0554'STANDARD METAL WITNESS POST AND ABOUT 30.0 FEET WEST OF THE EAST
 GJ0554'EDGE OF BLUFF.
 GJ0554'
 GJ0554'R. M. NO. 1, STAMPED SOUTHARD NO 1 1963, IS A STANDARD USC AND GS
 GJ0554'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GJ0554'THAT IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 20.0 FEET
 GJ0554'NORTHEAST OF THE EDGE OF BUTTE.  REFERENCE MARK PROJECTS ABOUT 6
 GJ0554'INCHES ABOVE GROUND.
 GJ0554'
 GJ0554'R. M. NO. 2, STAMPED SOUTHARD NO 2 1963, IS A STANDARD USC AND GS
 GJ0554'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GJ0554'THAT IS ABOUT THE SAME ELEVATION AS THE STATION AND PROJECTS ABOUT 5
 GJ0554'INCHES ABOVE THE GROUND.  IT IS 35.0 FEET NORTHEAST OF THE
 GJ0554'EDGE OF BLUFF.
 GJ0554'
 GJ0554'AZIMUTH MARK, STAMPED SOUTHARD 1963, IS A STANDARD USC AND GS BRONZE
 GJ0554'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 GJ0554'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 36.0 FEET SOUTH OF
 GJ0554'THE CENTERLINE OF ROAD, 31.0 FEET WEST OF THE CENTERLINE OF ROAD,
 GJ0554'2.9 FEET SOUTH OF TELEPHONE POLE AND 3.7 FEET SOUTH OF STANDARD
 GJ0554'METAL WITNESS POST.
 GJ0554
 GJ0554                          STATION RECOVERY (1965)
 GJ0554
 GJ0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 GJ0554'THE STATION MARK, REFERENCE MARK NO. 1, NO. 2 AND THE AZIMUTH MARK
 GJ0554'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 GJ0554'DESCRIPTION.  THE TO REACH THE STATION IS ADEQUATE.  AT THE REQUEST
 GJ0554'OF THE OKLAHOMA HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS DESTROYED TO
 GJ0554'CLEAR THE AREA FOR ROAD CONSTRUCTION, AFTER A NEW AZIMUTH MARK
 GJ0554'WAS SET ON LINE AWAY FROM THE STATION.
 GJ0554'
 GJ0554'A DESCRIPTION AND A TO REACH FOR THE NEW AZIMUTH MARK IS AS
 GJ0554'FOLLOWS--THE AZIMUTH MARK IS A STANDARD DISK STAMPED SOUTHARD 1963
 GJ0554'RESET 1965, SET IN A 12 INCH X 12 INCH CONCRETE POST FLUSH WITH THE
 GJ0554'SURFACE OF THE GROUND.  IT IS 258 FEET NORTH OF THE CENTER OF AN
 GJ0554'EAST-WEST ROAD, 32 FEET EAST OF A NORTH-SOUTH ROAD, 1 FOOT WEST
 GJ0554'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHWEST OF A METAL WITNESS
 GJ0554'POST.
 GJ0554'
 GJ0554'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT, IN SOUTHARD, GO
 GJ0554'EASTERLY FOR 3.0 MILES TO A CROSSROAD, TURN LEFT, NORTH, GO 0.05
 GJ0554'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GJ0554
 GJ0554                          STATION RECOVERY (2011)
 GJ0554
 GJ0554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RL)
 GJ0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0555 ***********************************************************************
 GJ0555  DESIGNATION -  SOUTHARD U S GYPSUM CO TANK
 GJ0555  PID         -  GJ0555
 GJ0555  STATE/COUNTY-  OK/BLAINE
 GJ0555  COUNTRY     -  US
 GJ0555  USGS QUAD   -  SOUTHARD (2018)
 GJ0555
 GJ0555                         *CURRENT SURVEY CONTROL
 GJ0555  ______________________________________________________________________
 GJ0555* NAD 83(1993) POSITION- 36 03 17.84128(N) 098 28 22.29173(W)   ADJUSTED
 GJ0555  ______________________________________________________________________
 GJ0555  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 GJ0555  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GJ0555  HORZ ORDER      -  THIRD
 GJ0555
 GJ0555.The horizontal coordinates were established by classical geodetic methods
 GJ0555.and adjusted by the National Geodetic Survey in November 1994.
 GJ0555
 GJ0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0555.GEOID18 height accuracy estimate available here.
 GJ0555
 GJ0555.Click photographs - Photos may exist for this station.
 GJ0555
 GJ0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0555
 GJ0555. The following values were computed from the NAD 83(1993) position.
 GJ0555
 GJ0555;                    North         East     Units Scale Factor Converg.
 GJ0555;SPC OK N     -   117,153.889   557,397.318   MT  0.99994733   -0 16 44.6
 GJ0555;SPC OK N     -   384,362.38  1,828,727.70   sFT  0.99994733   -0 16 44.6
 GJ0555;UTM  14      - 3,990,172.441   547,477.205   MT  0.99962777   +0 18 36.9
 GJ0555
 GJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE4747790172(NAD 83)
 GJ0555
 GJ0555                          SUPERSEDED SURVEY CONTROL
 GJ0555
 GJ0555  NAD 83(1986)-  36 03 17.84579(N)    098 28 22.27633(W) AD(       ) 3
 GJ0555  NAD 27      -  36 03 17.70658(N)    098 28 20.98613(W) AD(       ) 3
 GJ0555
 GJ0555.Superseded values are not recommended for survey control.
 GJ0555
 GJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0555.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0555
 GJ0555_MARKER: 53 = ELEVATED TANK
 GJ0555
 GJ0555  HISTORY     - Date     Condition        Report By
 GJ0555  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0555
 GJ0555                          STATION DESCRIPTION
 GJ0555
 GJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0555'THE STATION IS THE CENTER OF THE TOP OF A 126 FOOT HIGH, ELEVATED
 GJ0555'TANK, LOCATED IN THE TOWN OF SOUTHARD AT THE SOUTHEAST SIDE OF THE
 GJ0555'PLANT BUILDINGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6987 ***********************************************************************
 DR6987  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR6987  DESIGNATION -  SOUTHERN GREAT PL CORS ARP
 DR6987  CORS_ID     -  SGPO
 DR6987  PID         -  DR6987
 DR6987  STATE/COUNTY-  OK/GRANT
 DR6987  COUNTRY     -  US
 DR6987  USGS QUAD   -  BILLINGS (2018)
 DR6987
 DR6987                         *CURRENT SURVEY CONTROL
 DR6987  ______________________________________________________________________
 DR6987* NAD 83(2011) POSITION- 36 36 15.04174(N) 097 29 05.31420(W)   ADJUSTED
 DR6987* NAD 83(2011) ELLIP HT-   291.414 (meters)        (06/??/25)   ADJUSTED
 DR6987* NAD 83(2011) EPOCH   -  2010.00
 DR6987  ______________________________________________________________________
 DR6987  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 DR6987  NAD 83(2011) X  -   -667,800.302 (meters)                     COMP
 DR6987  NAD 83(2011) Y  - -5,082,859.898 (meters)                     COMP
 DR6987  NAD 83(2011) Z  -  3,782,395.112 (meters)                     COMP
 DR6987
 DR6987.Formal positional accuracy estimates are not available for this CORS
 DR6987.because its coordinates were determined in part using modeled velocities.
 DR6987.A time-series residual plot is available that shows daily coordinate
 DR6987.variations relative to the published coordinates and modeled velocities.
 DR6987.Large residuals may indicate a potential error in the modeled velocities.
 DR6987
 DR6987.Residual plot at:
 DR6987.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=SGPO.
 DR6987
 DR6987.The coordinates were established by GPS observations
 DR6987.and adjusted by the National Geodetic Survey in June 2025.
 DR6987
 DR6987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6987.been affixed to the stable North American Tectonic Plate. 
 DR6987
 DR6987.The coordinates are valid at the epoch date displayed above
 DR6987.which is a decimal equivalence of Year/Month/Day.
 DR6987
 DR6987.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR6987.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR6987.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR6987.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR6987.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR6987.published epoch of 2010.00.
 DR6987
 DR6987.Additional information on MYCS is available at:
 DR6987.https://geodesy.noaa.gov/CORS/index.shtml
 DR6987
 DR6987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6987.GEOID18 height accuracy estimate available here.
 DR6987
 DR6987.The PID for the CORS L1 Phase Center is DR6988.
 DR6987
 DR6987.Click photographs - Photos may exist for this station.
 DR6987
 DR6987.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR6987
 DR6987.The ellipsoidal height was determined by GPS observations
 DR6987.and is referenced to NAD 83.
 DR6987
 DR6987. The following values were computed from the NAD 83(2011) position.
 DR6987
 DR6987;                    North         East     Units Scale Factor Converg.
 DR6987;SPC OK N     -   178,114.113   646,093.179   MT  0.99997439   +0 18 14.5
 DR6987;SPC OK N     -   584,362.72  2,119,724.04   sFT  0.99997439   +0 18 14.5
 DR6987;UTM  14      - 4,052,032.646   635,515.892   MT  0.99982626   +0 54 13.0
 DR6987
 DR6987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6987!SPC OK N     -   0.99995427  x   0.99997439  =   0.99992866
 DR6987!UTM  14      -   0.99995427  x   0.99982626  =   0.99978054
 DR6987
 DR6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3551552032(NAD 83)
 DR6987
 DR6987                          SUPERSEDED SURVEY CONTROL
 DR6987
 DR6987  NAD 83(2011)-  36 36 15.04242(N)    097 29 05.31405(W) AD(2010.00) c
 DR6987  ELLIP H (09/??/21)  291.421  (m)                       GP(2010.00) c c
 DR6987
 DR6987.Superseded values are not recommended for survey control.
 DR6987
 DR6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR6987.See file dsdata.pdf to determine how the superseded data were derived.
 DR6987
 DR6987_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR6987
 DR6987                          STATION DESCRIPTION
 DR6987
 DR6987'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR6987'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR6987'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR6987'AND LOG FILES ACCESSIBLE AT:
 DR6987'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6989 ***********************************************************************
 DR6989  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR6989  DESIGNATION -  SOUTHERN GREAT PL CORS GRP
 DR6989  CORS_ID     -  SGPO
 DR6989  PID         -  DR6989
 DR6989  STATE/COUNTY-  OK/GRANT
 DR6989  COUNTRY     -  US
 DR6989  USGS QUAD   -  BILLINGS (2018)
 DR6989
 DR6989                         *CURRENT SURVEY CONTROL
 DR6989  ______________________________________________________________________
 DR6989* NAD 83(2011) POSITION- 36 36 15.04174(N) 097 29 05.31420(W)   ADJUSTED
 DR6989* NAD 83(2011) ELLIP HT-   291.258 (meters)        (06/??/25)   ADJUSTED
 DR6989* NAD 83(2011) EPOCH   -  2010.00
 DR6989  ______________________________________________________________________
 DR6989  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 DR6989  NAD 83(2011) X  -   -667,800.286 (meters)                     COMP
 DR6989  NAD 83(2011) Y  - -5,082,859.774 (meters)                     COMP
 DR6989  NAD 83(2011) Z  -  3,782,395.019 (meters)                     COMP
 DR6989  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 DR6989
 DR6989.Formal positional accuracy estimates are not available for this CORS
 DR6989.because its coordinates were determined in part using modeled velocities.
 DR6989.A time-series residual plot is available that shows daily coordinate
 DR6989.variations relative to the published coordinates and modeled velocities.
 DR6989.Large residuals may indicate a potential error in the modeled velocities.
 DR6989
 DR6989.Residual plot at:
 DR6989.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=SGPO.
 DR6989
 DR6989.The horizontal coordinates were established by GPS observations
 DR6989.and adjusted by the National Geodetic Survey in June 2025.
 DR6989
 DR6989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6989.been affixed to the stable North American Tectonic Plate. 
 DR6989
 DR6989.The horizontal coordinates are valid at the epoch date displayed above
 DR6989.which is a decimal equivalence of Year/Month/Day.
 DR6989
 DR6989.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR6989.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR6989.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR6989.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR6989.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR6989.published epoch of 2010.00.
 DR6989
 DR6989.Additional information on MYCS is available at:
 DR6989.https://geodesy.noaa.gov/CORS/index.shtml
 DR6989
 DR6989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6989.GEOID18 height accuracy estimate available here.
 DR6989
 DR6989.Click photographs - Photos may exist for this station.
 DR6989
 DR6989.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR6989
 DR6989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6989
 DR6989.The ellipsoidal height was determined by GPS observations
 DR6989.and is referenced to NAD 83.
 DR6989
 DR6989. The following values were computed from the NAD 83(2011) position.
 DR6989
 DR6989;                    North         East     Units Scale Factor Converg.
 DR6989;SPC OK N     -   178,114.113   646,093.179   MT  0.99997439   +0 18 14.5
 DR6989;SPC OK N     -   584,362.72  2,119,724.04   sFT  0.99997439   +0 18 14.5
 DR6989;UTM  14      - 4,052,032.646   635,515.892   MT  0.99982626   +0 54 13.0
 DR6989
 DR6989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6989!SPC OK N     -   0.99995429  x   0.99997439  =   0.99992868
 DR6989!UTM  14      -   0.99995429  x   0.99982626  =   0.99978056
 DR6989
 DR6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3551552032(NAD 83)
 DR6989
 DR6989                          SUPERSEDED SURVEY CONTROL
 DR6989
 DR6989  NAD 83(2011)-  36 36 15.04242(N)    097 29 05.31405(W) AD(2010.00) A
 DR6989  ELLIP H (09/??/21)  291.265  (m)                       GP(2010.00) 4 1
 DR6989
 DR6989.Superseded values are not recommended for survey control.
 DR6989
 DR6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR6989.See file dsdata.pdf to determine how the superseded data were derived.
 DR6989
 DR6989_STAMPING: UNKNOWN
 DR6989
 DR6989                          STATION DESCRIPTION
 DR6989
 DR6989'THIS MONUMENT IS ASSOCIATED WITH STATION 'SGPO'
 DR6989'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DR6989'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DR6989'AND LOG FILES ACCESSIBLE AT:
 DR6989'https://geodesy.noaa.gov/CORS/index.shtml
 DR6989'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1283 ***********************************************************************
 FJ1283  DESIGNATION -  SPARKS
 FJ1283  PID         -  FJ1283
 FJ1283  STATE/COUNTY-  OK/LINCOLN
 FJ1283  COUNTRY     -  US
 FJ1283  USGS QUAD   -  SPARKS (2018)
 FJ1283
 FJ1283                         *CURRENT SURVEY CONTROL
 FJ1283  ______________________________________________________________________
 FJ1283* NAD 83(1993) POSITION- 35 35 03.88554(N) 096 47 12.35582(W)   ADJUSTED
 FJ1283* NAVD 88 ORTHO HEIGHT -   287.    (meters)      942.    (feet) SCALED
 FJ1283  ______________________________________________________________________
 FJ1283  GEOID HEIGHT    -        -27.857 (meters)                     GEOID18
 FJ1283  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 FJ1283  HORZ ORDER      -  THIRD
 FJ1283
 FJ1283.The horizontal coordinates were established by classical geodetic methods
 FJ1283.and adjusted by the National Geodetic Survey in November 1994.
 FJ1283
 FJ1283.The orthometric height was scaled from a topographic map.
 FJ1283
 FJ1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1283.GEOID18 height accuracy estimate available here.
 FJ1283
 FJ1283.Click photographs - Photos may exist for this station.
 FJ1283
 FJ1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1283
 FJ1283. The following values were computed from the NAD 83(1993) position.
 FJ1283
 FJ1283;                    North         East     Units Scale Factor Converg.
 FJ1283;SPC OK N     -    65,529.493   709,957.535   MT  0.99999683   +0 42 57.6
 FJ1283;SPC OK N     -   214,991.34  2,329,252.35   sFT  0.99999683   +0 42 57.6
 FJ1283;UTM  14      - 3,940,109.749   700,531.115   MT  1.00009556   +1 17 17.9
 FJ1283
 FJ1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1283!SPC OK N     -   0.99995931  x   0.99999683  =   0.99995614
 FJ1283!UTM  14      -   0.99995931  x   1.00009556  =   1.00005487
 FJ1283
 FJ1283:                Primary Azimuth Mark                     Grid Az
 FJ1283:SPC OK N     -  SPARKS AZ MK                             177 12 20.9
 FJ1283:UTM  14      -  SPARKS AZ MK                             176 38 00.6
 FJ1283
 FJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0053140109(NAD 83)
 FJ1283
 FJ1283|---------------------------------------------------------------------|
 FJ1283| PID    Reference Object                     Distance      Geod. Az  |
 FJ1283|                                                           dddmmss.s |
 FJ1283| CI3238 SPARKS RM 1                          12.374 METERS 03643     |
 FJ1283| FJ1200 PRAGUE MUNICIPAL TANK               APPROX.14.7 KM 1393914.0 |
 FJ1283| CI3239 SPARKS RM 2                          11.163 METERS 14033     |
 FJ1283| CI3237 SPARKS AZ MK                                       1775518.5 |
 FJ1283|---------------------------------------------------------------------|
 FJ1283
 FJ1283                          SUPERSEDED SURVEY CONTROL
 FJ1283
 FJ1283  NAD 83(1986)-  35 35 03.89260(N)    096 47 12.33590(W) AD(       ) 3
 FJ1283  NAD 27      -  35 35 03.64567(N)    096 47 11.25998(W) AD(       ) 3
 FJ1283
 FJ1283.Superseded values are not recommended for survey control.
 FJ1283
 FJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1283.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1283
 FJ1283_MARKER: DS = TRIANGULATION STATION DISK
 FJ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1283_STAMPING: SPARKS 1957
 FJ1283_MARK LOGO: CGS
 FJ1283_PROJECTION: PROJECTING
 FJ1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1283+STABILITY: SURFACE MOTION
 FJ1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1283+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2012
 FJ1283
 FJ1283  HISTORY     - Date     Condition        Report By
 FJ1283  HISTORY     - 1957     MONUMENTED       CGS
 FJ1283  HISTORY     - 20121004 GOOD             INDIV
 FJ1283
 FJ1283                          STATION DESCRIPTION
 FJ1283
 FJ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1283'STATION IS ABOUT 2 MILES SOUTHEAST OF SPARKS, ON THE RIGHT-OF-WAY
 FJ1283'OF A UNIMPROVED SECTION LINE ROAD RUNNING NORTH AND SOUTH,
 FJ1283'IN THE SOUTHEAST QUARTER OF SECTION 19, T. 13 N., R. 5 E.,
 FJ1283'
 FJ1283'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 18,
 FJ1283'AT THE EAST EDGE OF MEEKER, GO EAST ON U.S. HIGHWAY 62 FOR 6.1
 FJ1283'MILES TO A CROSSROADS, TURN LEFT (NORTH) ON GRADED ROAD AND GO 3.1
 FJ1283'MILES TO A T-INTERSECTION, TURN RIGHT (EAST) AND GO 0.1 MILE
 FJ1283'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTH FOR 2.05 MILES
 FJ1283'TO A CROSSROADS, CONTINUE NORTH ON TRACK ROAD FOR 0.1 MILE TO
 FJ1283'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON TRACK ROAD FOR
 FJ1283'0.25 MILE TO THE STATION MARK ON THE LEFT.
 FJ1283'
 FJ1283'STATION MARKS ARE STANDARD DISKS, STAMPED SPARKS 1957.  THE
 FJ1283'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 FJ1283'POST WHICH PROJECTS 5 INCHES.  IT IS 497 FEET NORTH OF A FENCE
 FJ1283'CORNER, 37 FEET WEST OF THE CENTER OF A TRACK ROAD.  A 4 IN X
 FJ1283'4 IN WHITE WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.  THE
 FJ1283'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FJ1283'INCHES BELOW THE GROUND SURFACE.
 FJ1283'
 FJ1283'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPARKS NO 1 1957,
 FJ1283'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1283'6 INCHES.  IT IS 42 FEET NORTHEAST OF A 4 IN X 4 IN WHITE
 FJ1283'WITNESS POST AND 12 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 FJ1283'
 FJ1283'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPARKS NO 2 1957,
 FJ1283'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1283'6 INCHES.  IT IS 35 FEET SOUTHEAST OF THE 4 IN X 4 IN WHITE
 FJ1283'WITNESS POST AND 12 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 FJ1283'
 FJ1283'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPARKS 1957, SET IN
 FJ1283'THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1283'4 INCHES.  IT IS 44 FEET EAST OF THE CENTER OF A TRACK ROAD,
 FJ1283'2 FEET WEST OF A FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 FJ1283'SET 1 FOOT SOUTH OF THE MARK.
 FJ1283'
 FJ1283'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1283
 FJ1283                          STATION RECOVERY (2012)
 FJ1283
 FJ1283'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JF)
 FJ1283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0962 ***********************************************************************
 GK0962  DESIGNATION -  SPEER
 GK0962  PID         -  GK0962
 GK0962  STATE/COUNTY-  OK/BEAVER
 GK0962  COUNTRY     -  US
 GK0962  USGS QUAD   -  SLAPOUT (2018)
 GK0962
 GK0962                         *CURRENT SURVEY CONTROL
 GK0962  ______________________________________________________________________
 GK0962* NAD 83(1997) POSITION- 36 37 22.31184(N) 100 00 12.28197(W)   ADJUSTED
 GK0962* NAVD 88 ORTHO HEIGHT -   745.    (meters)     2444.    (feet) SCALED
 GK0962  ______________________________________________________________________
 GK0962  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 GK0962  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GK0962  HORZ ORDER      -  FIRST
 GK0962
 GK0962.The horizontal coordinates were established by classical geodetic methods
 GK0962.and adjusted by the National Geodetic Survey in October 1998.
 GK0962
 GK0962.The orthometric height was scaled from a topographic map.
 GK0962
 GK0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0962.GEOID18 height accuracy estimate available here.
 GK0962
 GK0962.Click photographs - Photos may exist for this station.
 GK0962
 GK0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0962
 GK0962. The following values were computed from the NAD 83(1997) position.
 GK0962
 GK0962;                    North         East     Units Scale Factor Converg.
 GK0962;SPC OK N     -   181,914.217   420,812.981   MT  0.99997692   -1 10 56.3
 GK0962;SPC OK N     -   596,830.23  1,380,617.26   sFT  0.99997692   -1 10 56.3
 GK0962;UTM  14      - 4,053,505.511   410,280.046   MT  0.99969917   -0 35 55.0
 GK0962
 GK0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0962!SPC OK N     -   0.99988741  x   0.99997692  =   0.99986433
 GK0962!UTM  14      -   0.99988741  x   0.99969917  =   0.99958661
 GK0962
 GK0962:                Primary Azimuth Mark                     Grid Az
 GK0962:SPC OK N     -  SPEER AZ MK                              180 47 42.1
 GK0962:UTM  14      -  SPEER AZ MK                              180 12 40.8
 GK0962
 GK0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1028053505(NAD 83)
 GK0962
 GK0962|---------------------------------------------------------------------|
 GK0962| PID    Reference Object                     Distance      Geod. Az  |
 GK0962|                                                           dddmmss.s |
 GK0962| GJ0747 LAVERNE PHILLIPS WATER TANK         APPROX.10.8 KM 0672240.7 |
 GK0962| CL3298 SPEER AZ MK                                        1793645.8 |
 GK0962| CL3300 SPEER RM 2                           18.174 METERS 18035     |
 GK0962| CL3299 SPEER RM 1                           18.997 METERS 35912     |
 GK0962|---------------------------------------------------------------------|
 GK0962
 GK0962                          SUPERSEDED SURVEY CONTROL
 GK0962
 GK0962  NAD 83(1993)-  36 37 22.31291(N)    100 00 12.28154(W) AD(       ) 1
 GK0962  NAD 83(1986)-  36 37 22.31691(N)    100 00 12.27282(W) AD(       ) 1
 GK0962  NAD 27      -  36 37 22.19575(N)    100 00 10.79852(W) AD(       ) 1
 GK0962
 GK0962.Superseded values are not recommended for survey control.
 GK0962
 GK0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0962.See file dsdata.pdf to determine how the superseded data were derived.
 GK0962
 GK0962_MARKER: DE = TRAVERSE STATION DISK
 GK0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0962_STAMPING: SPEER 1970
 GK0962_MARK LOGO: CGS
 GK0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0962+STABILITY: SURFACE MOTION
 GK0962
 GK0962  HISTORY     - Date     Condition        Report By
 GK0962  HISTORY     - 1970     MONUMENTED       NGS
 GK0962  HISTORY     - 20090807 GOOD             GEOCAC
 GK0962
 GK0962                          STATION DESCRIPTION
 GK0962
 GK0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GK0962'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LAVERNE, 1-1/2 MILES
 GK0962'NORTH-NORTHWEST OF THE SMALL COMMUNITY OF SPEERMORE ALONG THE WEST
 GK0962'SIDE OF RIGHT-OF-WAY OF A NORTH-SOUTH ROAD ON THE COUNTY LINE.
 GK0962'
 GK0962'TO REACH THE STATION FROM THE POST OFFICE IN LAVERNE GO WEST ON JANE
 GK0962'JAYROE BOULEVARD FOR 0.05 MILE TO THE JUNCTION OF U. S. HIGHWAY 283.
 GK0962'TURN LEFT AND GO SOUTH ON U. S. HIGHWAY 283 FOR 6.45 MILES TO THE
 GK0962'JUNCTION WITH U. S. HIGHWAY 270.  TURN RIGHT AND GO WEST ON U. S.
 GK0962'HIGHWAY 270 FOR 6.4 MILES TO A CROSSROAD AND HARPER-BEAVER COUNTY
 GK0962'LINE (AZIMUTH MARK SET IN THE NORTHWEST CORNER OF THE SIDE
 GK0962'ROAD).  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE STATION ON
 GK0962'THE LEFT.
 GK0962'
 GK0962'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 GK0962'STAMPED, SPEER 1970, SET IN THE TOP OF 12-INCH CONCRETE CYLINDER
 GK0962'WHICH PROJECTS ONE INCH ABOVE THE GROUND SURFACE.  IT IS 64 FEET
 GK0962'NORTH OF THE NORTH END OF A WIRE GATE, 39 FEET WEST OF CENTER OF A
 GK0962'BLADED ROAD, 3.7 FEET NORTHEAST OF A METAL WITNESS POST AND 2.2
 GK0962'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 GK0962'
 GK0962'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, SPEER NO 1 1970, SET
 GK0962'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 GK0962'1 INCH ABOVE THE GROUND SURFACE.  IT IS 127 FEET NORTH OF THE NORTH
 GK0962'END OF A WIRE GATE, 65.5 FEET NORTH OF A METAL WITNESS POST, 40
 GK0962'FEET WEST OF CENTER OF A BLADED ROAD AND 1.1 FEET EAST OF A FENCE.
 GK0962'
 GK0962'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SPEER NO 2 1970, SET
 GK0962'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 GK0962'PROJCETS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 56.6 FEET SOUTH OF
 GK0962'THE WITNESS POST, 39 FEET WEST OF CENTER OF BLADED ROAD, 4.7 FEET
 GK0962'NORTH OF THE NORTH END OF A WIRE GATE AND 1.1 FEET EAST OF A
 GK0962'FENCE.
 GK0962'
 GK0962'AZIMUTH MARK IS A STANDARD DISK STAMPED, SPEER 1970, SET IN THE TOP
 GK0962'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 GK0962'ABOVE THE GROUND SURFACE.  IT IS 63 FEET NORTHWEST OF CENTER OF
 GK0962'U. S. HIGHWAY 270, 39 FEET WEST OF BLADED ROAD, 3.2 FEET NORTHEAST
 GK0962'OF A FENCE CORNER, 2.2 FEET NORTHEAST OF A METAL WITNESS POST AND
 GK0962'2.0 FEET EAST OF A FENCE ALONG THE NORTH SIDE OF U. S. HIGHWAY
 GK0962'270.
 GK0962'
 GK0962'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 GK0962
 GK0962                          STATION RECOVERY (2009)
 GK0962
 GK0962'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GK0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0773 ***********************************************************************
 GG0773  DESIGNATION -  SPEERS
 GG0773  PID         -  GG0773
 GG0773  STATE/COUNTY-  OK/CRAIG
 GG0773  COUNTRY     -  US
 GG0773  USGS QUAD   -  HOLLOW (2018)
 GG0773
 GG0773                         *CURRENT SURVEY CONTROL
 GG0773  ______________________________________________________________________
 GG0773* NAD 83(1997) POSITION- 36 56 18.78336(N) 095 16 06.45463(W)   ADJUSTED
 GG0773* NAVD 88 ORTHO HEIGHT -   308.4   (meters)     1012.    (feet) VERTCON3
 GG0773  ______________________________________________________________________
 GG0773  GEOID HEIGHT    -        -29.582 (meters)                     GEOID18
 GG0773  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GG0773  HORZ ORDER      -  FIRST
 GG0773
 GG0773.The horizontal coordinates were established by classical geodetic methods
 GG0773.and adjusted by the National Geodetic Survey in October 1998.
 GG0773
 GG0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0773
 GG0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0773.GEOID18 height accuracy estimate available here.
 GG0773
 GG0773.Click photographs - Photos may exist for this station.
 GG0773
 GG0773.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0773
 GG0773. The following values were computed from the NAD 83(1997) position.
 GG0773
 GG0773;                    North         East     Units Scale Factor Converg.
 GG0773;SPC OK N     -   218,521.354   843,311.122   MT  1.00003588   +1 36 43.2
 GG0773;SPC OK N     -   716,932.14  2,766,763.24   sFT  1.00003588   +1 36 43.2
 GG0773;UTM  15      - 4,090,459.681   297,984.286   MT  1.00010278   -1 21 49.4
 GG0773
 GG0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0773!SPC OK N     -   0.99995624  x   1.00003588  =   0.99999212
 GG0773!UTM  15      -   0.99995624  x   1.00010278  =   1.00005902
 GG0773
 GG0773:                Primary Azimuth Mark                     Grid Az
 GG0773:SPC OK N     -  SPEERS AZ MK                             040 03 18.8
 GG0773:UTM  15      -  SPEERS AZ MK                             043 01 51.4
 GG0773
 GG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9798490459(NAD 83)
 GG0773
 GG0773|---------------------------------------------------------------------|
 GG0773| PID    Reference Object                     Distance      Geod. Az  |
 GG0773|                                                           dddmmss.s |
 GG0773| CI3245 SPEERS RM 1                          37.850 METERS 02744     |
 GG0773| CI3244 SPEERS AZ MK                                       0414002.0 |
 GG0773| CI3246 SPEERS RM 2                          25.906 METERS 10803     |
 GG0773|---------------------------------------------------------------------|
 GG0773
 GG0773                          SUPERSEDED SURVEY CONTROL
 GG0773
 GG0773  NAD 83(1993)-  36 56 18.78606(N)    095 16 06.45505(W) AD(       ) 1
 GG0773  NAD 83(1986)-  36 56 18.80154(N)    095 16 06.44107(W) AD(       ) 1
 GG0773  NAD 27      -  36 56 18.51289(N)    095 16 05.56621(W) AD(       ) 1
 GG0773  NGVD 29 (07/19/86)  308.3    (m)         1011.     (f) VERT ANG       
 GG0773
 GG0773.Superseded values are not recommended for survey control.
 GG0773
 GG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0773.See file dsdata.pdf to determine how the superseded data were derived.
 GG0773
 GG0773_MARKER: DS = TRIANGULATION STATION DISK
 GG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0773_STAMPING: SPEERS 1958
 GG0773_MARK LOGO: CGS
 GG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0773+STABILITY: SURFACE MOTION
 GG0773
 GG0773  HISTORY     - Date     Condition        Report By
 GG0773  HISTORY     - 1958     MONUMENTED       CGS
 GG0773  HISTORY     - 1966     GOOD             CGS
 GG0773
 GG0773                          STATION DESCRIPTION
 GG0773
 GG0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0773'THE STATION IS LOCATED ON A HIGH PASTURE RIDGE, ABOUT 12
 GG0773'MILES WEST-NORTHWEST OF WELCH AND 6 FEET WEST OF A WITNESS
 GG0773'POST.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 GG0773'GROUND AND IS STAMPED SPEERS 1958.
 GG0773'
 GG0773'REFERENCE MARK NO. 1 IS SET ON THE NORTHEAST EDGE OF THE
 GG0773'HILL.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 GG0773'IN OUTCROPPING BEDROCK, SET FLUSH WITH THE SURFACE OF THE
 GG0773'GROUND AND IS STAMPED SPEERS NO 1 1958.
 GG0773'
 GG0773'REFERENCE MARK NO. 2 IS SET ON THE EAST EDGE OF THE HILL.
 GG0773'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 GG0773'OUTCROPPING BEDROCK, SET FLUSH WITH THE SURFACE OF THE GROUND
 GG0773'AND IS STAMPED SPEERS NO 2 1958.
 GG0773'
 GG0773'AZIMUTH MARK IS 52 FEET NORTHEAST OF A WOODEN GATE, 24 FEET
 GG0773'EAST OF A TRACK ROAD, 2 FEET WEST OF A WIRE FENCE AND 2
 GG0773'FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 GG0773'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED SPEERS 1958.
 GG0773'
 GG0773'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GG0773'NO. 59 AND STATE HIGHWAY NO. 10 IN THE WEST EDGE OF WELCH,
 GG0773'GO WEST ON STATE HIGHWAY NO. 10 FOR 8.2 MILES TO A CROSSROAD,
 GG0773'TURN RIGHT AND GO NORTH FOR 0.9 MILE TO A CROSSROAD, CONTINUE
 GG0773'STRAIGHT AHEAD AND GO NORTH FOR 3.7 MILES TO A T-INTERSECTION
 GG0773'JUST NORTH OF A SMALL STORE, TURN LEFT AND GO WEST FOR 0.6
 GG0773'MILE TO WHERE THE MAIN ROAD TURNS RIGHT, CONTINUE STRAIGHT
 GG0773'AHEAD ON A TRACK ROAD AND GO WEST AND SOUTH FOR 0.2 MILE TO
 GG0773'A WOODEN GATE AND THE AZIMUTH MARK AS DESCRIBED, TURN RIGHT
 GG0773'AND PASS THROUGH THE WOODEN GATE AND FOLLOW TRACK ROAD WEST FOR
 GG0773'0.25 MILE TO THE TOP OF RIDGE, TURN LEFT AND GO SOUTH ACROSS
 GG0773'COUNTRY FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 GG0773'
 GG0773'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GG0773
 GG0773                          STATION RECOVERY (1966)
 GG0773
 GG0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0773'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GG0773'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  HOWEVER,
 GG0773'A DIFFERENCE WAS FOUND IN THE DISTANCES TO THE REFERENCE
 GG0773'MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0865 ***********************************************************************
 FJ0865  DESIGNATION -  SPENCER
 FJ0865  PID         -  FJ0865
 FJ0865  STATE/COUNTY-  OK/OKLAHOMA
 FJ0865  COUNTRY     -  US
 FJ0865  USGS QUAD   -  SPENCER (2018)
 FJ0865
 FJ0865                         *CURRENT SURVEY CONTROL
 FJ0865  ______________________________________________________________________
 FJ0865* NAD 83(1993) POSITION- 35 32 16.88165(N) 097 24 54.55849(W)   ADJUSTED
 FJ0865* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ0865  ______________________________________________________________________
 FJ0865  GEOID HEIGHT    -        -27.122 (meters)                     GEOID18
 FJ0865  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 FJ0865  HORZ ORDER      -  FIRST
 FJ0865
 FJ0865.The horizontal coordinates were established by classical geodetic methods
 FJ0865.and adjusted by the National Geodetic Survey in November 1994.
 FJ0865
 FJ0865.The orthometric height was scaled from a topographic map.
 FJ0865
 FJ0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0865.GEOID18 height accuracy estimate available here.
 FJ0865
 FJ0865.Click photographs - Photos may exist for this station.
 FJ0865
 FJ0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0865
 FJ0865. The following values were computed from the NAD 83(1993) position.
 FJ0865
 FJ0865;                    North         East     Units Scale Factor Converg.
 FJ0865;SPC OK N     -    59,855.185   653,037.563   MT  1.00000532   +0 20 42.5
 FJ0865;SPC OK N     -   196,374.89  2,142,507.40   sFT  1.00000532   +0 20 42.5
 FJ0865;UTM  14      - 3,933,865.520   643,672.721   MT  0.99985437   +0 55 16.8
 FJ0865
 FJ0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0865!SPC OK N     -   0.99994413  x   1.00000532  =   0.99994945
 FJ0865!UTM  14      -   0.99994413  x   0.99985437  =   0.99979851
 FJ0865
 FJ0865:                Primary Azimuth Mark                     Grid Az
 FJ0865:SPC OK N     -  SPENCER AZ MK                            100 06 49.2
 FJ0865:UTM  14      -  SPENCER AZ MK                            099 32 14.9
 FJ0865
 FJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4367233865(NAD 83)
 FJ0865
 FJ0865|---------------------------------------------------------------------|
 FJ0865| PID    Reference Object                     Distance      Geod. Az  |
 FJ0865|                                                           dddmmss.s |
 FJ0865| CL5443 SPENCER AZ MK                                      1002731.7 |
 FJ0865| FJ0864 RNG TINKER TIK                      APPROX. 4.5 KM 1363117.8 |
 FJ0865| FJ0994 MIDWEST CITY HOLMAN TANK            APPROX. 7.5 KM 1543120.8 |
 FJ0865| FJ0986 OKLAHOMA COUNTY HOME TANK           APPROX. 5.0 KM 1623304.8 |
 FJ0865| FJ0998 TINKER AFB CONTROL TOWER            APPROX.12.7 KM 1683458.3 |
 FJ0865| FJ0993 TINKER AFB S TANK OF TWO            APPROX.11.7 KM 1703518.7 |
 FJ0865| FJ0992 MIDWEST CITY MUNICIPAL TANK         APPROX.11.1 KM 1730313.4 |
 FJ0865| FJ0999 TINKER AFB RACON ANTENNA            APPROX. 9.9 KM 1744107.1 |
 FJ0865| FJ1002 OKLA CITY RAD STA KKC 628 MAST      APPROX. 6.8 KM 1912143.7 |
 FJ0865| FJ0997 OKLA CITY RAD STA KKN 229 MAST      APPROX.13.7 KM 2041912.7 |
 FJ0865| FJ1005 OKLA CITY RAD STA KKE 587 MAST      APPROX.13.6 KM 2043345.6 |
 FJ0865| CL5445 SPENCER RM 2                         33.501 METERS 21432     |
 FJ0865| FJ0988 OKLA CITY RAD STA KTOW MAST         APPROX. 9.9 KM 2164350.9 |
 FJ0865| FJ1013 OKLA CITY RADIO STA KOCY MAST       APPROX.11.6 KM 2360831.8 |
 FJ0865| FJ0868 OKLA CITY RAD STA KBYE MAST         APPROX. 5.5 KM 2585911.8 |
 FJ0865| FJ1101 OKLA CITY BELLE ISLE STA STACK      APPROX.11.1 KM 2641449.5 |
 FJ0865| FJ1097 OKLA CITY NICHOLS HILL MUN TK       APPROX.13.8 KM 2761607.2 |
 FJ0865| FJ1102 OKLA CITY NICHOLS HILL MUN TK       APPROX.10.4 KM 2763307.2 |
 FJ0865| FJ0862 OKLA CITY TV STA KWTV MAST          APPROX. 7.6 KM 2794837.5 |
 FJ0865| FJ1100 OKLA CITY NICHOLS HILL SPHERE       APPROX.13.2 KM 2800339.0 |
 FJ0865| FJ1096 OKLA CITY BRITTON MUNICIPAL TK      APPROX.11.0 KM 2861857.0 |
 FJ0865| FJ1099 OKLA CITY TV STA KWY MAST           APPROX. 8.7 KM 2874733.1 |
 FJ0865| FJ1098 OKLA CITY LAKE HEFNER TANK          APPROX.16.2 KM 2880501.4 |
 FJ0865| FJ0867 OKLA CITY TV STA KMPT MAST          APPROX. 7.4 KM 2924241.0 |
 FJ0865| FJ0874 EDMOND STATE HWY PATROL MAST        APPROX.11.4 KM 3281550.9 |
 FJ0865| FJ0869 EDMOND RODKEY ELEV ROD              APPROX.14.2 KM 3334627.0 |
 FJ0865| CL5444 SPENCER RM 1                         20.400 METERS 34745     |
 FJ0865|---------------------------------------------------------------------|
 FJ0865
 FJ0865                          SUPERSEDED SURVEY CONTROL
 FJ0865
 FJ0865  NAD 83(1986)-  35 32 16.88801(N)    097 24 54.54105(W) AD(       ) 1
 FJ0865  NAD 27      -  35 32 16.67383(N)    097 24 53.40744(W) AD(       ) 1
 FJ0865
 FJ0865.Superseded values are not recommended for survey control.
 FJ0865
 FJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0865.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0865
 FJ0865_MARKER: DS = TRIANGULATION STATION DISK
 FJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0865_STAMPING: SPENCER 1955
 FJ0865_MARK LOGO: CGS
 FJ0865_PROJECTION: PROJECTING 5 CENTIMETERS
 FJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0865+STABILITY: SURFACE MOTION
 FJ0865
 FJ0865  HISTORY     - Date     Condition        Report By
 FJ0865  HISTORY     - 1955     MONUMENTED       CGS
 FJ0865  HISTORY     - 1968     GOOD             OKDH
 FJ0865
 FJ0865                          STATION DESCRIPTION
 FJ0865
 FJ0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0865'STATION LOCATED ABOUT 7.5 MILES NORTHEAST OF OKLAHOMA CITY,
 FJ0865'2.5 MILES NORTHWEST OF SPENCER, AND ON PROPERTY OWNED BY MRS.
 FJ0865'ELEANOR NORWOOD.  IT IS 0.1 MILE NORTH OF THE SOUTH SIDE
 FJ0865'CENTER OF SECTION 4, T 12 N., R 2 W.
 FJ0865'
 FJ0865'REACHED FROM THE JUNCTION OF NE 23 RD. (U.S. HIGHWAYS 270
 FJ0865'AND 62) AND COLTRANE AVENUE, WHICH IS ABOUT 1.5 MILES EAST
 FJ0865'OF THE EASTERN EDGE OF OKLAHOMA CITY, BY GOING NORTH ON
 FJ0865'COLTRANE AVENUE FOR 2.9 MILES TO NE 63 RD STREET, TURN RIGHT
 FJ0865'AND GO EAST ON 63 RD STREET FOR 0.95 MILE TO A CROSSROAD,
 FJ0865'CONTINUE EASTERLY FOR 0.5 MILE TO A SIDE ROAD LEFT, *TURN
 FJ0865'LEFT, NORTH, AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 FJ0865'
 FJ0865'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST FOR
 FJ0865'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FJ0865'
 FJ0865'THE STATION MARK IS 46 FEET EAST OF THE APPROXIMATE CENTER
 FJ0865'OF A GRAVELED ROAD, 42 FEET SOUTHEAST OF A POWER POLE, 15
 FJ0865'FEET EAST OF A FENCE AND WITNESS POST, AND PROJECTS 2 INCHES.
 FJ0865'THE DISK IS STAMPED SPENCER 1955.
 FJ0865'
 FJ0865'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST OF THE POWER POLE,
 FJ0865'34 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 FJ0865'1 FOOT EAST OF THE FENCE, AND PROJECTS 3 INCHES.  THE DISK
 FJ0865'IS STAMPED SPENCER NO 1 1955.
 FJ0865'
 FJ0865'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE APPROXIMATE
 FJ0865'CENTER OF THE GRAVELED ROAD, 1 FOOT WEST OF A FENCE, AND
 FJ0865'PROJECTS 1 INCH.  THE DISK IS STAMPED SPENCER NO 2 1955.
 FJ0865'
 FJ0865'THE AZIMUTH MARK IS 160 FEET EAST OF THE APPROXIMATE CENTER
 FJ0865'OF A GRAVELED ROAD, 30 FEET SOUTH OF THE APPROXIMATE CENTER
 FJ0865'OF A PAVED ROAD, 60 FEET WEST OF POWER POLE NO. 13/19, 4
 FJ0865'FEET WEST OF A WITNESS POST, AND PROJECTS 5 INCHES.  THE
 FJ0865'DISK IS STAMPED SPENCER 1955.
 FJ0865'
 FJ0865'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FJ0865
 FJ0865                          STATION RECOVERY (1968)
 FJ0865
 FJ0865'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0865'SPENCER 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0865'
 FJ0865'SPENCER NO. 1 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0865'
 FJ0865'SPENCER NO. 2 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0865'
 FJ0865'SPENCER 1955, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0865'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1015 ***********************************************************************
 FH1015  DESIGNATION -  SPIRO
 FH1015  PID         -  FH1015
 FH1015  STATE/COUNTY-  OK/LE FLORE
 FH1015  COUNTRY     -  US
 FH1015  USGS QUAD   -  FORT COFFEE (2018)
 FH1015
 FH1015                         *CURRENT SURVEY CONTROL
 FH1015  ______________________________________________________________________
 FH1015* NAD 83(1997) POSITION- 35 15 36.54415(N) 094 34 10.42965(W)   ADJUSTED
 FH1015* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 FH1015  ______________________________________________________________________
 FH1015  GEOID HEIGHT    -        -30.696 (meters)                     GEOID18
 FH1015  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 FH1015  HORZ ORDER      -  FIRST
 FH1015
 FH1015.The horizontal coordinates were established by classical geodetic methods
 FH1015.and adjusted by the National Geodetic Survey in September 1999.
 FH1015
 FH1015.The orthometric height was scaled from a topographic map.
 FH1015
 FH1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1015.GEOID18 height accuracy estimate available here.
 FH1015
 FH1015.Click photographs - Photos may exist for this station.
 FH1015
 FH1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1015
 FH1015. The following values were computed from the NAD 83(1997) position.
 FH1015
 FH1015;                    North         East     Units Scale Factor Converg.
 FH1015;SPC OK S     -   219,040.525   912,105.476   MT  1.00000541   +1 56 49.8
 FH1015;SPC OK S     -   718,635.46  2,992,466.05   sFT  1.00000541   +1 56 49.8
 FH1015;SPC OK S     -   718,635.46  2,992,466.05   sFT  1.00000541   +1 56 49.8
 FH1015;SPC OK N     -    34,379.813   912,120.695   MT  1.00006976   +2 01 28.1
 FH1015;SPC OK N     -   112,794.44  2,992,515.98   sFT  1.00006976   +2 01 28.1
 FH1015;SPC OK S     -   219,040.525   912,105.476   MT  1.00000541   +1 56 49.8
 FH1015;UTM  15      - 3,903,022.581   357,223.483   MT  0.99985123   -0 54 22.5
 FH1015
 FH1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1015!SPC OK S     -   0.99997733  x   1.00000541  =   0.99998274
 FH1015!SPC OK N     -   0.99997733  x   1.00006976  =   1.00004709
 FH1015!SPC OK S     -   0.99997733  x   1.00000541  =   0.99998274
 FH1015!UTM  15      -   0.99997733  x   0.99985123  =   0.99982857
 FH1015
 FH1015:                Primary Azimuth Mark                     Grid Az
 FH1015:SPC OK S     -  SPIRO AZ MK                              026 56 55.7
 FH1015:SPC OK N     -  SPIRO AZ MK                              026 52 17.4
 FH1015:SPC OK S     -  SPIRO AZ MK                              026 56 55.7
 FH1015:UTM  15      -  SPIRO AZ MK                              029 48 08.0
 FH1015
 FH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5722303022(NAD 83)
 FH1015
 FH1015|---------------------------------------------------------------------|
 FH1015| PID    Reference Object                     Distance      Geod. Az  |
 FH1015|                                                           dddmmss.s |
 FH1015| CI3250 SPIRO AZ MK                                        0285345.5 |
 FH1015| CI3251 SPIRO RM 1                           21.009 METERS 11946     |
 FH1015| CI3252 SPIRO RM 2                           21.674 METERS 24155     |
 FH1015|---------------------------------------------------------------------|
 FH1015
 FH1015                          SUPERSEDED SURVEY CONTROL
 FH1015
 FH1015  NAD 83(1993)-  35 15 36.54456(N)    094 34 10.42886(W) AD(       ) 1
 FH1015  NAD 83(1986)-  35 15 36.54722(N)    094 34 10.42135(W) AD(       ) 1
 FH1015  NAD 27      -  35 15 36.20400(N)    094 34 09.63000(W) AD(       ) 1
 FH1015
 FH1015.Superseded values are not recommended for survey control.
 FH1015
 FH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1015.See file dsdata.pdf to determine how the superseded data were derived.
 FH1015
 FH1015_MARKER: DS = TRIANGULATION STATION DISK
 FH1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1015_STAMPING: SPRIO 1940
 FH1015_MARK LOGO: CGS
 FH1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1015+STABILITY: SURFACE MOTION
 FH1015
 FH1015  HISTORY     - Date     Condition        Report By
 FH1015  HISTORY     - 1940     MONUMENTED       CGS
 FH1015  HISTORY     - 1959     GOOD             CGS
 FH1015
 FH1015                          STATION DESCRIPTION
 FH1015
 FH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1015'STATION IS LOCATED IN LE FLORE COUNTY, ABOUT 3 MILES NE OF
 FH1015'SPIRO AND 18 MILES SW OF FORT SMITH.  IT IS ON A SMALL HILL,
 FH1015'0.15 MILE W OF A CROSS ROAD, 15 FEET N OF THE CENTER LINE OF AN
 FH1015'E-W ROAD AND AT THE S EDGE OF A CULTIVATED FIELD WHICH IS OWNED
 FH1015'BY T.E. MINIX, WHO LIVES ABOUT 1/4 MILE NE OF THE STATION.
 FH1015'
 FH1015'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1015'BRONZE DISKS SET IN CONCRETE.
 FH1015'
 FH1015'STATION MARK PROJECTS 6 INCHES AND IS STAMPED, SPIRO 1940.
 FH1015'THERE IS A WHITE REFERENCE POST 6 FEET E OF THE STATION.
 FH1015'
 FH1015'REFERENCE MARK NO.1 IS ABOUT 1/2 METER LOWER THAN THE STATION,
 FH1015'15 FEET S OF THE CENTER LINE OF AN E-W ROAD AND 1 FOOT N OF A
 FH1015'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED, SPIRO NO.1,
 FH1015'1940.  REFERENCE MARK NO.2 IS ABOUT 1/2 METER LOWER THAN THE
 FH1015'STATION, 15 FEET S OF THE CENTER LINE OF AN E-W ROAD AND 1
 FH1015'FOOT N OF A FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED
 FH1015'SPIRO NO.2, 1940.
 FH1015'
 FH1015'AZIMUTH MARK IS ABOUT 0.3 MILE NNE OF THE STATION, 0.3 MILE N
 FH1015'OF A CROSS ROAD, 15 FEET W OF THE CENTER LINE OF A N-S ROAD AND
 FH1015'AT THE E EDGE OF A CULTIVATED FIELD OWNED BY T.E. MINIX.  IT IS
 FH1015'ON A SMALL RISE IN THE ROAD AND 12 FEET N OF AN 18-INCH RED OAK
 FH1015'TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED SPIRO 1940.
 FH1015'THERE IS A WHITE REFERENCE POST 2-1/2 FEET N OF THE MARK.
 FH1015'
 FH1015'TO REACH THE STATION, GO E ON U.S. HIGHWAY 271 FROM SPIRO FOR
 FH1015'3.3 MILES TO A DIRT ROAD LEADING RIGHT (N).  TURN N AND GO 0.75
 FH1015'MILE TO A CROSS ROAD.  THE AZIMUTH MARK IS 0.3 MILE N OF HERE.
 FH1015'AT THE CROSS ROAD TURN LEFT (W), AND GO 0.15 MILE TO THE STATION
 FH1015'ON THE N SIDE OF THE ROAD.
 FH1015'
 FH1015'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1015
 FH1015                          STATION RECOVERY (1959)
 FH1015
 FH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1015'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1015'CONDITION.
 FH1015'
 FH1015'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1020 ***********************************************************************
 FH1020  DESIGNATION -  SPIRO MUNICIPAL STANDPIPE
 FH1020  PID         -  FH1020
 FH1020  STATE/COUNTY-  OK/LE FLORE
 FH1020  COUNTRY     -  US
 FH1020  USGS QUAD   -  SPIRO (2018)
 FH1020
 FH1020                         *CURRENT SURVEY CONTROL
 FH1020  ______________________________________________________________________
 FH1020* NAD 83(1993) POSITION- 35 14 48.62416(N) 094 37 16.06589(W)   ADJUSTED
 FH1020  ______________________________________________________________________
 FH1020  GEOID HEIGHT    -        -30.776 (meters)                     GEOID18
 FH1020  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 FH1020  HORZ ORDER      -  THIRD
 FH1020
 FH1020.The horizontal coordinates were established by classical geodetic methods
 FH1020.and adjusted by the National Geodetic Survey in November 1994.
 FH1020
 FH1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1020.GEOID18 height accuracy estimate available here.
 FH1020
 FH1020.Click photographs - Photos may exist for this station.
 FH1020
 FH1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1020
 FH1020. The following values were computed from the NAD 83(1993) position.
 FH1020
 FH1020;                    North         East     Units Scale Factor Converg.
 FH1020;SPC OK S     -   217,406.302   907,465.160   MT  1.00000270   +1 55 04.5
 FH1020;SPC OK S     -   713,273.84  2,977,241.95   sFT  1.00000270   +1 55 04.5
 FH1020;UTM  15      - 3,901,621.594   352,508.246   MT  0.99986809   -0 56 08.6
 FH1020
 FH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV5250801621(NAD 83)
 FH1020
 FH1020                          SUPERSEDED SURVEY CONTROL
 FH1020
 FH1020  NAD 83(1986)-  35 14 48.62754(N)    094 37 16.05813(W) AD(       ) 3
 FH1020  NAD 27      -  35 14 48.28200(N)    094 37 15.26100(W) AD(       ) 3
 FH1020
 FH1020.Superseded values are not recommended for survey control.
 FH1020
 FH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1020.See file dsdata.pdf to determine how the superseded data were derived.
 FH1020
 FH1020_MARKER: 52 = STANDPIPE TANK
 FH1020
 FH1020  HISTORY     - Date     Condition        Report By
 FH1020  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1020
 FH1020                          STATION DESCRIPTION
 FH1020
 FH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1020'THIS POINT OBSERVED UPON WAS THE FINIAL OF THE SPIRO MUNICIPAL
 FH1020'STANDPIPE.  THIS IS A SILVER-COLORED STEEL STRUCTURE.  IT
 FH1020'IS 20 FEET IN DIAMETER AND 60 FEET HIGH.  THE STANDPIPE IS
 FH1020'LOCATED ON A HILL ABOUT 1/4 MILE N OF THE CENTER OF TOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1058 ***********************************************************************
 FJ1058  DESIGNATION -  SPITLER
 FJ1058  PID         -  FJ1058
 FJ1058  STATE/COUNTY-  OK/CANADIAN
 FJ1058  COUNTRY     -  US
 FJ1058  USGS QUAD   -  MINCO NE (2018)
 FJ1058
 FJ1058                         *CURRENT SURVEY CONTROL
 FJ1058  ______________________________________________________________________
 FJ1058* NAD 83(1993) POSITION- 35 23 28.43025(N) 097 46 36.08881(W)   ADJUSTED
 FJ1058* NAVD 88 ORTHO HEIGHT -   404.    (meters)     1325.    (feet) SCALED
 FJ1058  ______________________________________________________________________
 FJ1058  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 FJ1058  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 FJ1058  HORZ ORDER      -  THIRD
 FJ1058
 FJ1058.The horizontal coordinates were established by classical geodetic methods
 FJ1058.and adjusted by the National Geodetic Survey in November 1994.
 FJ1058
 FJ1058.The orthometric height was scaled from a topographic map.
 FJ1058
 FJ1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1058.GEOID18 height accuracy estimate available here.
 FJ1058
 FJ1058.Click photographs - Photos may exist for this station.
 FJ1058
 FJ1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1058
 FJ1058. The following values were computed from the NAD 83(1993) position.
 FJ1058
 FJ1058;                    North         East     Units Scale Factor Converg.
 FJ1058;SPC OK N     -    43,431.991   620,288.658   MT  1.00003647   +0 07 54.4
 FJ1058;SPC OK N     -   142,493.12  2,035,063.71   sFT  1.00003647   +0 07 54.4
 FJ1058;SPC OK S     -   228,302.173   620,288.630   MT  1.00003502   +0 07 36.3
 FJ1058;SPC OK S     -   749,021.38  2,035,063.61   sFT  1.00003502   +0 07 36.3
 FJ1058;UTM  14      - 3,917,117.404   611,097.821   MT  0.99975210   +0 42 30.8
 FJ1058
 FJ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1058!SPC OK N     -   0.99994080  x   1.00003647  =   0.99997726
 FJ1058!SPC OK S     -   0.99994080  x   1.00003502  =   0.99997581
 FJ1058!UTM  14      -   0.99994080  x   0.99975210  =   0.99969291
 FJ1058
 FJ1058:                Primary Azimuth Mark                     Grid Az
 FJ1058:SPC OK N     -  SPITLER AZ MK                            274 35 24.6
 FJ1058:SPC OK S     -  SPITLER AZ MK                            274 35 42.7
 FJ1058:UTM  14      -  SPITLER AZ MK                            274 00 48.2
 FJ1058
 FJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1109717117(NAD 83)
 FJ1058
 FJ1058|---------------------------------------------------------------------|
 FJ1058| PID    Reference Object                     Distance      Geod. Az  |
 FJ1058|                                                           dddmmss.s |
 FJ1058| CL5447 SPITLER RM 1                         17.741 METERS 14817     |
 FJ1058| FJ1061 FAN MARKER OKLA CITY                 26.541 METERS 17729     |
 FJ1058| FJ1063 TUTTLE MUNICIPAL TANK               APPROX.11.8 KM 1982238.9 |
 FJ1058| CL5448 SPITLER RM 2                         24.508 METERS 22535     |
 FJ1058| CL5446 SPITLER AZ MK                                      2744319.0 |
 FJ1058|---------------------------------------------------------------------|
 FJ1058
 FJ1058                          SUPERSEDED SURVEY CONTROL
 FJ1058
 FJ1058  NAD 83(1986)-  35 23 28.43525(N)    097 46 36.07221(W) AD(       ) 3
 FJ1058  NAD 27      -  35 23 28.22423(N)    097 46 34.91356(W) AD(       ) 3
 FJ1058
 FJ1058.Superseded values are not recommended for survey control.
 FJ1058
 FJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1058.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1058
 FJ1058_MARKER: DS = TRIANGULATION STATION DISK
 FJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1058_STAMPING: SPITLER 1957
 FJ1058_MARK LOGO: CGS
 FJ1058_PROJECTION: RECESSED 33 CENTIMETERS
 FJ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1058+STABILITY: SURFACE MOTION
 FJ1058
 FJ1058  HISTORY     - Date     Condition        Report By
 FJ1058  HISTORY     - 1957     MONUMENTED       CGS
 FJ1058  HISTORY     - 19880209 GOOD             OKDOT
 FJ1058
 FJ1058                          STATION DESCRIPTION
 FJ1058
 FJ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1058'STATION IS ABOUT 3 MILES WEST OF MUSTANG, ON LAND OWNED
 FJ1058'AND OCCUPIED BY C.R. SPITLER AND ADJACENT TO A FAN MARKER
 FJ1058'TRANSMITTER OPERATED BY THE DEPARTMENT OF COMMERCE AND IN
 FJ1058'SECTION 31, T 10 N, R 5 W.
 FJ1058'
 FJ1058'REACHED FROM A CROSSROADS ABOUT 1/2 MILE NORTH OF MUSTANG BY
 FJ1058'GOING WEST ON STATE HIGHWAY 152 FOR 2.85 MILES TO A GATE
 FJ1058'ON THE LEFT, ABOUT 150 FEET EAST OF A CONCRETE BRIDGE, TURN
 FJ1058'LEFT, PASS THROUGH THE GATE AND FOLLOW DRIVEWAY SOUTH AND
 FJ1058'EAST FOR 0.05 MILE TO THE TOP OF A HILL AND THE STATION.
 FJ1058'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING WEST ON THE
 FJ1058'HIGHWAY FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 FJ1058'
 FJ1058'STATION MARKS ARE STANDARD DISKS, STAMPED SPITLER 1957.
 FJ1058'THE SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST 13
 FJ1058'INCHES BELOW THE GROUND SURFACE.  IT IS 106 FEET SOUTH OF THE
 FJ1058'CENTER OF THE HIGHWAY, 96 FEET NORTHEAST OF THE NORTHEAST
 FJ1058'CORNER OF THE SMALL WHITE BUILDING HOUSING THE POWER PLANT,
 FJ1058'121 FEET NORTHEAST OF A POWERLINE POLE, 81 FEET NORTHEAST
 FJ1058'OF THE NORTHWEST CORNER OF THE FENCE SURROUNDING THE FAN
 FJ1058'MARKER, 59 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE
 FJ1058'AND 65 FEET SOUTH OF A RIGHT-OF-WAY FENCE.  THE UNDERGROUND
 FJ1058'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 47 INCHES BELOW
 FJ1058'THE GROUND SURFACE.
 FJ1058'
 FJ1058'REFERENCE MARK 1 IS 157 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 FJ1058'1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AND
 FJ1058'1 FOOT EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 FJ1058'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ1058'5 INCHES AND IT IS STAMPED SPITLER NO 1 1957.
 FJ1058'
 FJ1058'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPITLER NO 2
 FJ1058'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 FJ1058'IT IS 157 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 48 FEET
 FJ1058'EAST OF THE POWERLINE POLE AND 1 FOOT NORTH OF THE NORTHWEST
 FJ1058'CORNER OF THE FENCE.
 FJ1058'
 FJ1058'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPITLER 1957, SET
 FJ1058'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 FJ1058'IS 146 FEET NORTHEAST OF A POWERLINE POLE, 34 FEET NORTH OF THE
 FJ1058'CENTER OF THE HIGHWAY, 6 FEET NORTH OF AN 18-INCH TREE AND
 FJ1058'1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  A WITNESS POST WAS
 FJ1058'SET 1 FOOT WEST OF THE MARK.
 FJ1058'
 FJ1058'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1058
 FJ1058                          STATION RECOVERY (1988)
 FJ1058
 FJ1058'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (BAL)
 FJ1058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1085 ***********************************************************************
 FJ1085  DESIGNATION -  SPRING
 FJ1085  PID         -  FJ1085
 FJ1085  STATE/COUNTY-  OK/LOGAN
 FJ1085  COUNTRY     -  US
 FJ1085  USGS QUAD   -  NAVINA (2018)
 FJ1085
 FJ1085                         *CURRENT SURVEY CONTROL
 FJ1085  ______________________________________________________________________
 FJ1085* NAD 83(1993) POSITION- 35 45 04.71472(N) 097 35 04.77552(W)   ADJUSTED
 FJ1085* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 FJ1085  ______________________________________________________________________
 FJ1085  GEOID HEIGHT    -        -27.366 (meters)                     GEOID18
 FJ1085  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 FJ1085  HORZ ORDER      -  THIRD
 FJ1085
 FJ1085.The horizontal coordinates were established by classical geodetic methods
 FJ1085.and adjusted by the National Geodetic Survey in November 1994.
 FJ1085
 FJ1085.The orthometric height was scaled from a topographic map.
 FJ1085
 FJ1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1085.GEOID18 height accuracy estimate available here.
 FJ1085
 FJ1085.Click photographs - Photos may exist for this station.
 FJ1085
 FJ1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1085
 FJ1085. The following values were computed from the NAD 83(1993) position.
 FJ1085
 FJ1085;                    North         East     Units Scale Factor Converg.
 FJ1085;SPC OK N     -    83,440.195   637,564.640   MT  0.99997162   +0 14 42.4
 FJ1085;SPC OK N     -   273,753.37  2,091,743.32   sFT  0.99997162   +0 14 42.4
 FJ1085;UTM  14      - 3,957,289.184   627,964.703   MT  0.99980178   +0 49 37.4
 FJ1085
 FJ1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1085!SPC OK N     -   0.99995264  x   0.99997162  =   0.99992426
 FJ1085!UTM  14      -   0.99995264  x   0.99980178  =   0.99975443
 FJ1085
 FJ1085:                Primary Azimuth Mark                     Grid Az
 FJ1085:SPC OK N     -  SPRING AZ MK                             182 21 29.7
 FJ1085:UTM  14      -  SPRING AZ MK                             181 46 34.7
 FJ1085
 FJ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2796457289(NAD 83)
 FJ1085
 FJ1085|---------------------------------------------------------------------|
 FJ1085| PID    Reference Object                     Distance      Geod. Az  |
 FJ1085|                                                           dddmmss.s |
 FJ1085| FJ1084 NAVINA SACRED HEART CATH CH         APPROX. 5.8 KM 0213204.3 |
 FJ1085| CL5450 SPRING RM 1                          12.718 METERS 09610     |
 FJ1085| CL5451 SPRING RM 2                          37.486 METERS 18147     |
 FJ1085| CL5449 SPRING AZ MK                                       1823612.1 |
 FJ1085| FJ1088 CASHION FARMERS EXCHANGE ELEV       APPROX. 9.8 KM 3001750.7 |
 FJ1085|---------------------------------------------------------------------|
 FJ1085
 FJ1085                          SUPERSEDED SURVEY CONTROL
 FJ1085
 FJ1085  NAD 83(1986)-  35 45 04.72059(N)    097 35 04.75908(W) AD(       ) 3
 FJ1085  NAD 27      -  35 45 04.54428(N)    097 35 03.60435(W) AD(       ) 3
 FJ1085
 FJ1085.Superseded values are not recommended for survey control.
 FJ1085
 FJ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1085.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1085
 FJ1085_MARKER: DS = TRIANGULATION STATION DISK
 FJ1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1085_STAMPING: SPRING 1954
 FJ1085_MARK LOGO: CGS
 FJ1085_PROJECTION: FLUSH
 FJ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1085+STABILITY: SURFACE MOTION
 FJ1085
 FJ1085  HISTORY     - Date     Condition        Report By
 FJ1085  HISTORY     - 1954     MONUMENTED       CGS
 FJ1085
 FJ1085                          STATION DESCRIPTION
 FJ1085
 FJ1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1085'THE STATION IS IN THE NW 1/4 SEC. 25, T. 15N, R. 4W AT THE
 FJ1085'EAST EDGE OF STATE HIGHWAY 74, ON LAND OWNED BY MR. J.C.
 FJ1085'LUPTON.  IT IS 6.0 MILES SOUTHEAST OF CASHION AND 9.0 MILES
 FJ1085'NORTHWEST OF EDMOND.
 FJ1085'
 FJ1085'TO REACH FROM EDMOND POST OFFICE GO WEST 0.1 MILE ON EAST
 FJ1085'FIRST STREET TO MAIN STREET.  TURN LEFT, SOUTH, GO 0.2 MILE
 FJ1085'TO HARD SURFACED ROAD RIGHT.  TURN RIGHT, WEST, GO 4.7 MILES
 FJ1085'TO JUNCTION WITH HIGHWAY 74, CONTINUE WEST FOR 1.0 MILE TO
 FJ1085'WHERE HIGHWAY 74 TURNS RIGHT.  TURN RIGHT, NORTH, GO 6.25 MILES
 FJ1085'TO AZIMUTH MARK ON LEFT, CON- 0.5 MILE TO STATION ON RIGHT,
 FJ1085'IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 FJ1085'
 FJ1085'THE STATION MARK, 67 FEET EAST OF CENTER OF HIGHWAY 74, 9
 FJ1085'FEET NORTHEAST OF A CORNER FENCE POST, 7 FEET NORTHEAST OF CONCRETE
 FJ1085'POST MARKING ROAD RIGHT-OF-WAY, 6 FEET EAST OF WITNESS POST,
 FJ1085'IT IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 FJ1085'IS STAMPED SPRING 1954.
 FJ1085'
 FJ1085'REFERENCE MARK NO. 1, EAST OF STATION, IS 1 FOOT NORTH OF
 FJ1085'WIRE FENCE, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 FJ1085'SPRING NO. 1 1954.
 FJ1085'
 FJ1085'REFERENCE MARK NO. 2, SOUTH OF STATION, IS 65 FEET EAST OF
 FJ1085'CENTER OF HIGHWAY 74, 2 FEET EAST OF WIRE FENCE, AND PROJECTS
 FJ1085'1 INCH.  THE DISK IS STAMPED SPRING NO. 2 1954.
 FJ1085'
 FJ1085'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE, SOUTH, IS 61 FEET
 FJ1085'WEST OF CENTER OF HIGHWAY 74, 32 FEET SOUTH OF CENTER OF
 FJ1085'DRIVEWAY, 10 FEET WEST OF TELEPHONE POLE, 1 FOOT NORTH OF
 FJ1085'WITNESS POST, 1 FOOT EAST OF WIRE FENCE, AND PROJECTS 6
 FJ1085'INCHES, AND THE DISK IS STAMPED SPRING 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0727 ***********************************************************************
 GG0727  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0727  DESIGNATION -  SPRING
 GG0727  PID         -  GG0727
 GG0727  STATE/COUNTY-  OK/OTTAWA
 GG0727  COUNTRY     -  US
 GG0727  USGS QUAD   -  MIAMI SE (2018)
 GG0727
 GG0727                         *CURRENT SURVEY CONTROL
 GG0727  ______________________________________________________________________
 GG0727* NAD 83(2011) POSITION- 36 48 01.92259(N) 094 45 19.68616(W)   ADJUSTED
 GG0727* NAD 83(2011) ELLIP HT-   222.837 (meters)        (01/10/24)   ADJUSTED
 GG0727* NAD 83(2011) EPOCH   -  2010.00
 GG0727* NAVD 88 ORTHO HEIGHT -   252.05  (meters)      826.9   (feet) GPS OBS
 GG0727  ______________________________________________________________________
 GG0727  GEOID HEIGHT    -        -29.212 (meters)                     GEOID18
 GG0727  NAD 83(2011) X  -   -423,923.017 (meters)                     COMP
 GG0727  NAD 83(2011) Y  - -5,095,859.849 (meters)                     COMP
 GG0727  NAD 83(2011) Z  -  3,799,824.988 (meters)                     COMP
 GG0727  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 GG0727
 GG0727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0727  Standards:
 GG0727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0727  -------------------------------------------------------------------
 GG0727  NETWORK    0.48   1.02           0.21   0.18   0.52      0.01892164
 GG0727  -------------------------------------------------------------------
 GG0727  Click here for local accuracies and other accuracy information.
 GG0727
 GG0727.The horizontal coordinates were established by GPS observations
 GG0727.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0727
 GG0727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0727.been affixed to the stable North American tectonic plate. See 
 GG0727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0727
 GG0727.The horizontal coordinates are valid at the epoch date displayed above
 GG0727.which is a decimal equivalence of Year/Month/Day.
 GG0727
 GG0727.The orthometric height was determined by GPS observations and a
 GG0727.high-resolution geoid model using precise GPS observation and
 GG0727.processing techniques.
 GG0727
 GG0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0727.GEOID18 height accuracy estimate available here.
 GG0727
 GG0727.Click photographs - Photos may exist for this station.
 GG0727
 GG0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0727
 GG0727.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0727
 GG0727.The ellipsoidal height was determined by GPS observations
 GG0727.and is referenced to NAD 83.
 GG0727
 GG0727. The following values were computed from the NAD 83(2011) position.
 GG0727
 GG0727;                    North         East     Units Scale Factor Converg.
 GG0727;SPC OK N     -   204,619.433   889,501.765   MT  1.00000635   +1 54 53.1
 GG0727;SPC OK N     -   671,322.26  2,918,307.04   sFT  1.00000635   +1 54 53.1
 GG0727;UTM  15      - 4,074,182.757   343,391.292   MT  0.99990216   -1 03 06.5
 GG0727
 GG0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0727!SPC OK N     -   0.99996503  x   1.00000635  =   0.99997138
 GG0727!UTM  15      -   0.99996503  x   0.99990216  =   0.99986719
 GG0727
 GG0727:                Primary Azimuth Mark                     Grid Az
 GG0727:SPC OK N     -  SPRING AZ MK                             244 32 44.4
 GG0727:UTM  15      -  SPRING AZ MK                             247 30 44.0
 GG0727
 GG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4339174182(NAD 83)
 GG0727
 GG0727|---------------------------------------------------------------------|
 GG0727| PID    Reference Object                     Distance      Geod. Az  |
 GG0727|                                                           dddmmss.s |
 GG0727| CI3262 SPRING RM 1                          20.769 METERS 02838     |
 GG0727| GG0729 FAIRLAND MUNICIPAL TANK             APPROX.10.0 KM 2360214.3 |
 GG0727| CI3261 SPRING AZ MK                                       2462737.5 |
 GG0727| CI3263 SPRING RM 2                          16.310 METERS 31516     |
 GG0727|---------------------------------------------------------------------|
 GG0727
 GG0727                          SUPERSEDED SURVEY CONTROL
 GG0727
 GG0727  NAD 83(1997)-  36 48 01.92191(N)    094 45 19.68453(W) AD(       ) 2
 GG0727  ELLIP H (10/02/98)  223.004  (m)                       GP(       ) 4 1
 GG0727  NAD 83(1993)-  36 48 01.92602(N)    094 45 19.68254(W) AD(       ) 2
 GG0727  ELLIP H (11/28/94)  222.284  (m)                       GP(       ) 5 1
 GG0727  NAD 83(1986)-  36 48 01.94247(N)    094 45 19.69069(W) AD(       ) 2
 GG0727  NAD 27      -  36 48 01.69340(N)    094 45 18.85910(W) AD(       ) 2
 GG0727  NGVD 29 (11/30/89)  252.5    (m)  RAPSU86  model used  GPS OBS        
 GG0727
 GG0727.Superseded values are not recommended for survey control.
 GG0727
 GG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0727.See file dsdata.pdf to determine how the superseded data were derived.
 GG0727
 GG0727_MARKER: DS = TRIANGULATION STATION DISK
 GG0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0727_STAMPING: SPRING 1961
 GG0727_MARK LOGO: CGS
 GG0727_PROJECTION: FLUSH
 GG0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0727+STABILITY: SURFACE MOTION
 GG0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0727+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2023
 GG0727
 GG0727  HISTORY     - Date     Condition        Report By
 GG0727  HISTORY     - 1961     MONUMENTED       CGS
 GG0727  HISTORY     - 1961     GOOD             CGS
 GG0727  HISTORY     - 19890301 GOOD             NGS
 GG0727  HISTORY     - 19890901 GOOD             NGS
 GG0727  HISTORY     - 19920728 MARK NOT FOUND   USGS
 GG0727  HISTORY     - 20170710 GOOD             INDIV
 GG0727  HISTORY     - 20231206 GOOD             OKDOT
 GG0727
 GG0727                          STATION DESCRIPTION
 GG0727
 GG0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 GG0727'THE STATION IS ON A HIGH POINT OF LAND, OVER LOOKING SPRING
 GG0727'RIVER TO THE EAST AND THE NEOSHO RIVER TO THE WEST.  IT IS
 GG0727'IN A SMALL STATE OWNED PICNIC PARK ON THE NORTH SIDE OF
 GG0727'U.S. HIGHWAY 60.  IT IS 40 FEET NORTHWEST OF THE CENTERLINE
 GG0727'OF A DIM PARK ROAD, 23 FEET SOUTHEAST OF A CONCRETE, PARK
 GG0727'BENCH, 106 FEET NORTHWEST OF A 20 INCH ELM TREE AND 144
 GG0727'FEET NORTHEAST OF A TRIPLE TRUNK PERSIMMON TREE.  THE MONUMENT
 GG0727'IS FLUSH AND THE DISK IS STAMPED SPRING 1961.
 GG0727'
 GG0727'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER
 GG0727'SPRING RIVER, GO WEST ON U.S. HIGHWAY 60 FOR 0.05 MILE TO
 GG0727'A SIDE ROAD RIGHT, STATE ROAD 137.  TURN RIGHT AND GO NORTH
 GG0727'ON STATE ROAD 137 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 GG0727'AND GO WEST ON A PARK ROAD FOR 0.05 MILE TO A Y-FORK, JUST
 GG0727'BEFORE REACHING A STEEL FLAG-POLE.  TURN LEFT AND GO
 GG0727'SOUTHWEST ON A DIM PARK ROAD, PASSING ON THE LEFT OF THE
 GG0727'FLAG-POLE, FOR ABOUT 175 FEET TO THE STATION ON THE RIGHT.
 GG0727'
 GG0727'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROAD 137 AND
 GG0727'U.S. HIGHWAY 60, GO WESTERLY ON HIGHWAY 60 FOR 0.85 MILE TO THE
 GG0727'MARK ON THE RIGHT.
 GG0727'
 GG0727'REFERENCE MARK 1 IS 98 FEET SOUTHWEST OF A STEEL FLAG-POLE,
 GG0727'44 FEET SOUTHEAST OF THE CENTERLINE OF A DIM PARK ROAD
 GG0727'AND 55 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE GRILL.
 GG0727'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SPRING NO
 GG0727'1 1961.
 GG0727'
 GG0727'REFERENCE MARK 2 IS 43 FEET SOUTHEAST OF THE CENTERLINE
 GG0727'OF A DIM PARK ROAD, 15 FEET SOUTHWEST OF A CONCRETE GRILL
 GG0727'AND 28 FEET NORTHEAST OF A 6 INCH PERSIMMON TREE.  THE MONUMENT
 GG0727'IS FLUSH AND THE DISK IS STAMPED SPRING NO 2 1961.
 GG0727'
 GG0727'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A FENCE CORNER,
 GG0727'74 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60,
 GG0727'1 FOOT SOUTH OF A CONCRETE RIGHT-OF-WAY POST AND 2 FEET
 GG0727'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 GG0727'AND THE DISK IS STAMPED SPRING 1961.
 GG0727'
 GG0727'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GG0727
 GG0727                          STATION RECOVERY (1961)
 GG0727
 GG0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GG0727'RECOVERED IN GOOD CONDITION.
 GG0727
 GG0727                          STATION RECOVERY (1989)
 GG0727
 GG0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0727'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 GG0727'FOLLOWS.
 GG0727'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTHEAST OF FAIRLAND,
 GG0727'3.0 KM (1.85 MI) WEST OF WYANDOTTE, AND 0.2 KM (0.10 MI) NORTH OF U.S.
 GG0727'HIGHWAY 60, IN THE SOUTHWEST CORNER OF A HIGHWAY REST AREA.
 GG0727'OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GG0727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND MAIN
 GG0727'STREET IN FAIRLAND, GO NORTHEAST ON HIGHWAY 60 FOR 10.0 KM (6.20 MI)
 GG0727'TO THE JUNCTION OF STATE HIGHWAY 137 ON THE LEFT.  TURN LEFT AND GO
 GG0727'NORTHWEST ON HIGHWAY 137 FOR 0.4 KM (0.25 MI) TO A DRIVEWAY ON THE
 GG0727'LEFT TO A HIGHWAY REST AREA.  TURN LEFT AND GO SOUTHWEST FOR 30.5 M
 GG0727'(100.1 FT) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR
 GG0727'15.0 M (49.2 FT) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 GG0727'SOUTHWEST ON THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO A PICNIC SHELTER
 GG0727'AND THE STATION ON THE LEFT.
 GG0727'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 GG0727'CONCRETE POST THAT IS RECESSED 2 CM BELOW THE GROUND.  LOCATED 27.9 M
 GG0727'(91.5 FT) NORTH OF A UTILITY POLE NUMBER C 24 19 82 88 E PL, 27.0 M
 GG0727'(88.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF A PAVED ROAD, 23.4 M
 GG0727'(76.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A PICNIC SHELTER, 13.1
 GG0727'M (43.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, AND 3.0 M
 GG0727'(9.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SAND BOX.
 GG0727'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0727
 GG0727                          STATION RECOVERY (1989)
 GG0727
 GG0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0727'STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) NORTHEAST OF FAIRLAND, 3.0
 GG0727'KM (1.9 MI) WEST OF WYANDOTTE, AND 0.2 KM (0.1 MI) NORTH OF
 GG0727'U.S.HIGHWAY 60.  OWNERSHIP--OKLAHOMA HIGHWAY DEPARTMENT.
 GG0727'TO REACH THE STATION FRON THE JUNCTION OF U.S.HIGHWAY 60 AND MAIN
 GG0727'STREET IN FAIRLAND.  GO NORTHEAST ON U.S.HIGHWAY 60 FOR 9.96 KM
 GG0727'(6.19 MI) TO THE JUNCTION OF STATE HIGHWAY 137 ON THE LEFT.  TURN
 GG0727'LEFT AND GO NORTHWEST ON STATE HIGHWAY 137 FOR 0.42 KM (0.26 MI) TO A
 GG0727'DRIVEWAY ON THE LEFT LEADING TO A STATE HIGHWAY REST AREA. TURN LEFT
 GG0727'AND GO SOUTHWEST ON THE DRIVEWAY FOR 100 FEET TO A PAVED DRIVEWAY ON
 GG0727'THE LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED DRIVEWAY FOR 50 FEET
 GG0727'TO A PAVED DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON THE
 GG0727'PAVED DRIVEWAY FOR 0.21 KM (0.13 MI) TO A PICNIC SHELTER AND THE
 GG0727'STATION ON THE LEFT.
 GG0727'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---SPRING 1961---.
 GG0727'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT IS RECESSED 2-CM
 GG0727'BELOW THE GROUND.  IT IS 27.9 M (91.5 FT) NORTH OF UTILITY POLE
 GG0727'NUMBER C24 19 82 88 E PL, 27.0 M (88.6 FT) SOUTH-SOUTHEAST OF THE
 GG0727'CENTER OF A PAVED ROAD, 23.4 M (76.8 FT) SOUTHWEST OF THE SOUTHWEST
 GG0727'CORNER OF A PICNIC SHELTER, 13.1 M (43.0 FT) NORTHWEST OF THE CENTER
 GG0727'OF A PAVED ROAD, AND 3.0 M (9.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 GG0727'OF A CONCRETE SAND BOX.
 GG0727'THIS MARK IS A TIE TO THE OKLAHOMA FAA PROJECT.
 GG0727'DESCRIBED BY E.J.HANSMANN.
 GG0727
 GG0727                          STATION RECOVERY (1992)
 GG0727
 GG0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 GG0727'MARK NOT FOUND.  DID FIND SPRING NO 2.
 GG0727
 GG0727                          STATION RECOVERY (2017)
 GG0727
 GG0727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (JAB)
 GG0727'RECOVERED IN GOOD CONDITION.
 GG0727
 GG0727                          STATION RECOVERY (2023)
 GG0727
 GG0727'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0549 ***********************************************************************
 GJ0549  DESIGNATION -  SPRING
 GJ0549  PID         -  GJ0549
 GJ0549  STATE/COUNTY-  OK/BLAINE
 GJ0549  COUNTRY     -  US
 GJ0549  USGS QUAD   -  OKEENE (2018)
 GJ0549
 GJ0549                         *CURRENT SURVEY CONTROL
 GJ0549  ______________________________________________________________________
 GJ0549* NAD 83(1993) POSITION- 36 06 57.20414(N) 098 15 10.53055(W)   ADJUSTED
 GJ0549* NAVD 88 ORTHO HEIGHT -   367.4   (meters)     1205.    (feet) VERTCON3
 GJ0549  ______________________________________________________________________
 GJ0549  GEOID HEIGHT    -        -27.380 (meters)                     GEOID18
 GJ0549  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 GJ0549  HORZ ORDER      -  FIRST
 GJ0549  VERT ORDER      -  THIRD ? (See Below)
 GJ0549
 GJ0549.The horizontal coordinates were established by classical geodetic methods
 GJ0549.and adjusted by the National Geodetic Survey in November 1994.
 GJ0549
 GJ0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0549
 GJ0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0549.GEOID18 height accuracy estimate available here.
 GJ0549
 GJ0549.The vertical order pertains to the NGVD 29 superseded value.
 GJ0549
 GJ0549.Click photographs - Photos may exist for this station.
 GJ0549
 GJ0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0549
 GJ0549. The following values were computed from the NAD 83(1993) position.
 GJ0549
 GJ0549;                    North         East     Units Scale Factor Converg.
 GJ0549;SPC OK N     -   123,840.726   577,230.007   MT  0.99994581   -0 08 57.3
 GJ0549;SPC OK N     -   406,300.78  1,893,795.45   sFT  0.99994581   -0 08 57.3
 GJ0549;UTM  14      - 3,997,060.846   567,234.015   MT  0.99965570   +0 26 25.3
 GJ0549
 GJ0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0549!SPC OK N     -   0.99994664  x   0.99994581  =   0.99989245
 GJ0549!UTM  14      -   0.99994664  x   0.99965570  =   0.99960236
 GJ0549
 GJ0549:                Primary Azimuth Mark                     Grid Az
 GJ0549:SPC OK N     -  SPRING AZ MK                             086 52 40.5
 GJ0549:UTM  14      -  SPRING AZ MK                             086 17 17.9
 GJ0549
 GJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE6723497060(NAD 83)
 GJ0549
 GJ0549|---------------------------------------------------------------------|
 GJ0549| PID    Reference Object                     Distance      Geod. Az  |
 GJ0549|                                                           dddmmss.s |
 GJ0549| CL3304 SPRING AZ MK                                       0864343.2 |
 GJ0549| CL3305 SPRING RM 1                           9.453 METERS 09012     |
 GJ0549| GJ0550 OKEENE CAT CH N SPIRE               APPROX. 5.6 KM 2682107.3 |
 GJ0549| CL3306 SPRING RM 2                           9.303 METERS 26854     |
 GJ0549| GJ0552 OKEENE FARMERS CO OP EXCH ELEV      APPROX. 6.0 KM 2724721.8 |
 GJ0549| GJ0557 HOMESTEAD FARMERS CO OP ELEV        APPROX.12.7 KM 2870751.2 |
 GJ0549|---------------------------------------------------------------------|
 GJ0549
 GJ0549                          SUPERSEDED SURVEY CONTROL
 GJ0549
 GJ0549  NAD 83(1986)-  36 06 57.20965(N)    098 15 10.51495(W) AD(       ) 1
 GJ0549  NAD 27      -  36 06 57.07683(N)    098 15 09.26459(W) AD(       ) 1
 GJ0549
 GJ0549.Superseded values are not recommended for survey control.
 GJ0549
 GJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0549.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0549
 GJ0549_MARKER: DS = TRIANGULATION STATION DISK
 GJ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0549_STAMPING: SPRING 1963
 GJ0549_MARK LOGO: CGS
 GJ0549_PROJECTION: FLUSH
 GJ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0549+STABILITY: SURFACE MOTION
 GJ0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0549+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2025
 GJ0549
 GJ0549  HISTORY     - Date     Condition        Report By
 GJ0549  HISTORY     - 1963     MONUMENTED       CGS
 GJ0549  HISTORY     - 20140814 GOOD             INDIV
 GJ0549  HISTORY     - 20251230 GOOD             OKDOT
 GJ0549
 GJ0549                          STATION DESCRIPTION
 GJ0549
 GJ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0549'THE STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 51
 GJ0549'AND 3.55 MILES EAST OF THE CENTER OF THE TOWN OF OKEENE.
 GJ0549'
 GJ0549'TO REACH THE STATION FROM THE INTERSECTIONS OF STATE HIGHWAYS 8 AND
 GJ0549'51 IN OKEENE, GO EAST ON HIGHWAY 51 FOR 3.55 MILES TO THE STATION ON
 GJ0549'THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE
 GJ0549'AZIMUTH MARK ON THE LEFT.
 GJ0549'
 GJ0549'STATION MARK IS A STANDARD DISK, STAMPED SPRING 1963, SET IN THE TOP
 GJ0549'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 GJ0549'SURFACE.  IT IS 46.8 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 GJ0549'51, 19.0 FEET EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 11.6
 GJ0549'FEET WEST-NORTHWEST OF A TELEPHONE POLE, 3.5 FEET NORTH OF A
 GJ0549'FENCE LINE AND 4.4 FEET NORTHWEST OF A METAL WITNESS POST.
 GJ0549'
 GJ0549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPRING NO 1 1963, SET IN
 GJ0549'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0549'IS 47.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.8 FEET EAST
 GJ0549'OF A TELEPHONE POLE AND 3.5 FEET NORTH OF A FENCE LINE.  IT IS ABOUT
 GJ0549'THE SAME ELEVATION AS THE STATION.
 GJ0549'
 GJ0549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPRING NO 2 1963, SET IN
 GJ0549'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0549'IS 47.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.2 FEET
 GJ0549'WEST-NORTHWEST OF THE CONCRETE RIGHT-OF-WAY MARKER AND 3.5 FEET
 GJ0549'NORTH OF A FENCE LINE.  IT IS ABOUT THE SAME ELEVATION AS THE
 GJ0549'STATION.
 GJ0549'
 GJ0549'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPRING 1963, SET IN THE TOP
 GJ0549'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 45.0
 GJ0549'FEET NORTH OF THE CENTERLINE OF HIGHWAY 51, 90.0 FEET WEST OF THE
 GJ0549'CENTERLINE OF A SIDE ROAD, 2.2 FEET SOUTHWEST OF A POWER LINE POLE
 GJ0549'AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 GJ0549
 GJ0549                          STATION RECOVERY (2014)
 GJ0549
 GJ0549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JF)
 GJ0549'RECOVERED IN GOOD CONDITION.
 GJ0549
 GJ0549                          STATION RECOVERY (2025)
 GJ0549
 GJ0549'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2025 (KKK)
 GJ0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0602 ***********************************************************************
 GJ0602  DESIGNATION -  SPRING
 GJ0602  PID         -  GJ0602
 GJ0602  STATE/COUNTY-  OK/WOODS
 GJ0602  COUNTRY     -  US
 GJ0602  USGS QUAD   -  ALVA SE (2018)
 GJ0602
 GJ0602                         *CURRENT SURVEY CONTROL
 GJ0602  ______________________________________________________________________
 GJ0602* NAD 83(1997) POSITION- 36 47 04.45790(N) 098 33 12.85893(W)   ADJUSTED
 GJ0602* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 GJ0602  ______________________________________________________________________
 GJ0602  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 GJ0602  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 GJ0602  HORZ ORDER      -  SECOND
 GJ0602
 GJ0602.The horizontal coordinates were established by classical geodetic methods
 GJ0602.and adjusted by the National Geodetic Survey in October 1998.
 GJ0602
 GJ0602.The orthometric height was scaled from a topographic map.
 GJ0602
 GJ0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0602.GEOID18 height accuracy estimate available here.
 GJ0602
 GJ0602.Click photographs - Photos may exist for this station.
 GJ0602
 GJ0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0602
 GJ0602. The following values were computed from the NAD 83(1997) position.
 GJ0602
 GJ0602;                    North         East     Units Scale Factor Converg.
 GJ0602;SPC OK N     -   198,151.049   550,587.079   MT  1.00000332   -0 19 36.1
 GJ0602;SPC OK N     -   650,100.57  1,806,384.44   sFT  1.00000332   -0 19 36.1
 GJ0602;UTM  14      - 4,071,067.562   539,833.309   MT  0.99961955   +0 16 02.4
 GJ0602
 GJ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0602!SPC OK N     -   0.99993457  x   1.00000332  =   0.99993789
 GJ0602!UTM  14      -   0.99993457  x   0.99961955  =   0.99955414
 GJ0602
 GJ0602:                Primary Azimuth Mark                     Grid Az
 GJ0602:SPC OK N     -  SPRING AZ MK                             248 04 12.8
 GJ0602:UTM  14      -  SPRING AZ MK                             247 28 34.3
 GJ0602
 GJ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3983371067(NAD 83)
 GJ0602
 GJ0602|---------------------------------------------------------------------|
 GJ0602| PID    Reference Object                     Distance      Geod. Az  |
 GJ0602|                                                           dddmmss.s |
 GJ0602| GJ0526 BURLINGTON FARMERS CO OP ELEV       APPROX.17.3 KM 0415210.2 |
 GJ0602| GJ0601 ASHLEY FARMERS CO OP ELEVATOR       APPROX. 3.4 KM 0494351.5 |
 GJ0602| CL3302 SPRING RM 1                          22.657 METERS 08457     |
 GJ0602| CL3303 SPRING RM 2                          12.356 METERS 17704     |
 GJ0602| CL3301 SPRING AZ MK                                       2474436.7 |
 GJ0602| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.10.3 KM 2732616.0 |
 GJ0602| GJ0609 ALVA COUNTY COURTHOUSE DOME         APPROX.10.2 KM 2822626.7 |
 GJ0602|---------------------------------------------------------------------|
 GJ0602
 GJ0602                          SUPERSEDED SURVEY CONTROL
 GJ0602
 GJ0602  NAD 83(1993)-  36 47 04.45822(N)    098 33 12.85969(W) AD(       ) 2
 GJ0602  NAD 83(1986)-  36 47 04.46219(N)    098 33 12.84771(W) AD(       ) 2
 GJ0602  NAD 27      -  36 47 04.35211(N)    098 33 11.56016(W) AD(       ) 2
 GJ0602
 GJ0602.Superseded values are not recommended for survey control.
 GJ0602
 GJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0602.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0602
 GJ0602_MARKER: DS = TRIANGULATION STATION DISK
 GJ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0602_STAMPING: SPRING 1951
 GJ0602_MARK LOGO: CGS
 GJ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0602+STABILITY: SURFACE MOTION
 GJ0602
 GJ0602  HISTORY     - Date     Condition        Report By
 GJ0602  HISTORY     - 1951     MONUMENTED       CGS
 GJ0602
 GJ0602                          STATION DESCRIPTION
 GJ0602
 GJ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0602'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 1.0 MILE SOUTH OF
 GJ0602'ALVA IN THE EAST EDGE OF A CULTIVATED FIELD, 156 FEET NORTH OF THE
 GJ0602'NORTH END OF A WIRE GATE, 4 FEET NORTHWEST OF A WITNESS POST AND 3
 GJ0602'FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED SPRING 1951
 GJ0602'AND PROJECTS 2 INCHES.
 GJ0602'
 GJ0602'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF A PASTURE, 71 FEET EAST
 GJ0602'OF A NORTH-SOUTH FENCE LINE, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 GJ0602'AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 GJ0602'STAMPED SPRING NO 1 1951 AND PROJECTS 3 INCHES.
 GJ0602'
 GJ0602'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF A CULTIVATED FIELD, 116
 GJ0602'FEET NORTH OF THE NORTH END OF A WIRE GATE AND 1 FOOT WEST OF A
 GJ0602'NORTH-SOUTH FENCE LINE.  IT IS STAMPED SPRING NO 2 1951 AND
 GJ0602'PROJECTS 3 INCHES.
 GJ0602'
 GJ0602'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. 2 IS 86.04 FEET.
 GJ0602'
 GJ0602'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD,
 GJ0602'30 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 30 FEET EAST OF
 GJ0602'THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS
 GJ0602'POST AND 1 FOOT NORTHEAST OF A FENCE CORNER.  IT IS STAMPED
 GJ0602'SPRING 1951 AND PROJECTS 3 INCHES.
 GJ0602'
 GJ0602'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTHEAST OF THE
 GJ0602'POST OFFICE IN ALVA, GO SOUTH FOR 0.4 MILE TO U. S. HIGHWAY 64.
 GJ0602'TURN LEFT AND GO EAST ON HIGHWAY 64 FOR 5.8 MILES TO A CROSSROAD,
 GJ0602'TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 1.0 MILE TO A T ROAD LEFT
 GJ0602'AND AZIMUTH MARK ON LEFT AS DESCRIBED.  TURN LEFT AND GO EAST FOR
 GJ0602'0.2 MILE TO A DRIVEWAY INTO FARMYARD ON LEFT, TURN LEFT AND GO
 GJ0602'THROUGH FARMYARD TO THE NORTHWEST CORNER OF A TIN BARN AND WIRE
 GJ0602'GATE IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND GO NORTH
 GJ0602'ALONG WEST SIDE OF FENCE FOR 0.05 MILE TO STATION AS DESCRIBED.
 GJ0602'
 GJ0602'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0884 ***********************************************************************
 FJ0884  CBN         -  This is a Cooperative Base Network Control Station.
 FJ0884  DESIGNATION -  SPRINGER
 FJ0884  PID         -  FJ0884
 FJ0884  STATE/COUNTY-  OK/LOGAN
 FJ0884  COUNTRY     -  US
 FJ0884  USGS QUAD   -  GUTHRIE SOUTH (2018)
 FJ0884
 FJ0884                         *CURRENT SURVEY CONTROL
 FJ0884  ______________________________________________________________________
 FJ0884* NAD 83(2011) POSITION- 35 45 15.60962(N) 097 22 38.73836(W)   ADJUSTED
 FJ0884* NAD 83(2011) ELLIP HT-   355.636 (meters)        (06/27/12)   ADJUSTED
 FJ0884* NAD 83(2011) EPOCH   -  2010.00
 FJ0884* NAVD 88 ORTHO HEIGHT -   383.2   (meters)     1257.    (feet) GPS OBS
 FJ0884  ______________________________________________________________________
 FJ0884  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ0884  GEOID HEIGHT    -        -27.450 (meters)                     GEOID96
 FJ0884  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 FJ0884  NAD 83(2011) X  -   -665,427.830 (meters)                     COMP
 FJ0884  NAD 83(2011) Y  - -5,139,362.292 (meters)                     COMP
 FJ0884  NAD 83(2011) Z  -  3,706,312.954 (meters)                     COMP
 FJ0884  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 FJ0884
 FJ0884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0884  Standards:
 FJ0884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0884  -------------------------------------------------------------------
 FJ0884  NETWORK    2.37   5.33           1.08   0.82   2.72      0.01925012
 FJ0884  -------------------------------------------------------------------
 FJ0884  Click here for local accuracies and other accuracy information.
 FJ0884
 FJ0884.The horizontal coordinates were established by GPS observations
 FJ0884.and adjusted by the National Geodetic Survey in June 2012.
 FJ0884
 FJ0884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0884.been affixed to the stable North American tectonic plate. See 
 FJ0884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0884
 FJ0884.The horizontal coordinates are valid at the epoch date displayed above
 FJ0884.which is a decimal equivalence of Year/Month/Day.
 FJ0884
 FJ0884.The orthometric height was determined by GPS observations and a
 FJ0884.high-resolution geoid model.
 FJ0884
 FJ0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0884.GEOID18 height accuracy estimate available here.
 FJ0884
 FJ0884.Click photographs - Photos may exist for this station.
 FJ0884
 FJ0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0884
 FJ0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0884
 FJ0884.The ellipsoidal height was determined by GPS observations
 FJ0884.and is referenced to NAD 83.
 FJ0884
 FJ0884. The following values were computed from the NAD 83(2011) position.
 FJ0884
 FJ0884;                    North         East     Units Scale Factor Converg.
 FJ0884;SPC OK N     -    83,876.151   656,305.022   MT  0.99997124   +0 22 02.7
 FJ0884;SPC OK N     -   275,183.67  2,153,227.39   sFT  0.99997124   +0 22 02.7
 FJ0884;UTM  14      - 3,957,915.190   646,697.099   MT  0.99986518   +0 56 53.7
 FJ0884
 FJ0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0884!SPC OK N     -   0.99994418  x   0.99997124  =   0.99991543
 FJ0884!UTM  14      -   0.99994418  x   0.99986518  =   0.99980937
 FJ0884
 FJ0884:                Primary Azimuth Mark                     Grid Az
 FJ0884:SPC OK N     -  GUTHRIE SHELL MAST 2                     004 50 04.3
 FJ0884:UTM  14      -  GUTHRIE SHELL MAST 2                     004 15 13.3
 FJ0884
 FJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4669757915(NAD 83)
 FJ0884
 FJ0884|---------------------------------------------------------------------|
 FJ0884| PID    Reference Object                     Distance      Geod. Az  |
 FJ0884|                                                           dddmmss.s |
 FJ0884| FJ0882 GUTHRIE SHELL MAST 2                APPROX. 9.7 KM 0051207.0 |
 FJ0884| CL5459 SPRINGER RM 1                        21.627 METERS 13058     |
 FJ0884| CL5458 SPRINGER AZ MK                                     2691251.3 |
 FJ0884| CL5460 SPRINGER RM 2                        16.693 METERS 27552     |
 FJ0884| FJ0885 AIRPORT BCN GUTHRIE APT             APPROX.11.6 KM 3412101.6 |
 FJ0884|---------------------------------------------------------------------|
 FJ0884
 FJ0884                          SUPERSEDED SURVEY CONTROL
 FJ0884
 FJ0884  NAD 83(2007)-  35 45 15.60964(N)    097 22 38.73897(W) AD(2002.00) 0
 FJ0884  ELLIP H (02/10/07)  355.656  (m)                       GP(2002.00)    
 FJ0884  ELLIP H (04/16/01)  355.647  (m)                       GP(       ) 4 2
 FJ0884  NAD 83(1993)-  35 45 15.60953(N)    097 22 38.73884(W) AD(       ) B
 FJ0884  ELLIP H (05/09/94)  355.684  (m)                       GP(       ) 4 2
 FJ0884  NAD 83(1986)-  35 45 15.61708(N)    097 22 38.72041(W) AD(       ) 2
 FJ0884  NAD 27      -  35 45 15.42636(N)    097 22 37.58509(W) AD(       ) 2
 FJ0884  NAVD 88 (01/13/95)  383.2    (m)  UNKNOWN  model used  GPS OBS        
 FJ0884  NAVD 88 (05/09/94)  383.2    (m)  GEOID93  model used  GPS OBS        
 FJ0884  NGVD 29             383.11   (m)         1256.9    (f) LEVELING    3  
 FJ0884
 FJ0884.Superseded values are not recommended for survey control.
 FJ0884
 FJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0884.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0884
 FJ0884_MARKER: DS = TRIANGULATION STATION DISK
 FJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0884_STAMPING: SPRINGER 1954
 FJ0884_MARK LOGO: CGS
 FJ0884_PROJECTION: FLUSH
 FJ0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0884+STABILITY: SURFACE MOTION
 FJ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0884+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2019
 FJ0884
 FJ0884  HISTORY     - Date     Condition        Report By
 FJ0884  HISTORY     - 1954     MONUMENTED       CGS
 FJ0884  HISTORY     - 1954     GOOD             CGS
 FJ0884  HISTORY     - 1968     GOOD             OKDH
 FJ0884  HISTORY     - 1968     GOOD             CGS
 FJ0884  HISTORY     - 19930425 GOOD             NGS
 FJ0884  HISTORY     - 20040527 GOOD             OKDOT
 FJ0884  HISTORY     - 20090121 GOOD             AIRDAT
 FJ0884  HISTORY     - 20190918 GOOD             INDIV
 FJ0884
 FJ0884                          STATION DESCRIPTION
 FJ0884
 FJ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0884'THE STATION IS IN THE SOUTHEAST QUARTER OF SEC. 23, T. 15 N.,
 FJ0884'R. 2 W. ON THE RIGHT-OF-WAY OF AN EAST-WEST ROAD.  IT IS 7 MILES
 FJ0884'NORTH AND 6 MILES EAST OF EDMOND, 2-3/4 MILES EAST OF U.S.
 FJ0884'HIGHWAY 77 AND 2 MILES NORTH OF THE OKLAHOMA-LOGAN COUNTY
 FJ0884'LINE.
 FJ0884'
 FJ0884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 77 WHICH
 FJ0884'IS ABOUT 3.5 MILES EAST OF EDMOND, GO NORTH ON U.S. HIGHWAY 77
 FJ0884'FOR 5.0 MILES TO A CEMETERY ON THE LEFT AT THE COUNTY LINE.
 FJ0884'CONTINUE NORTH ON U.S. HIGHWAY 77 FOR 1.95 MILES TO A CROSSROAD
 FJ0884'WITH A SCHOOLHOUSE IN THE NORTHWEST ANGLE, TURN RIGHT AND GO EAST
 FJ0884'ON THE GRADED ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT AND THE
 FJ0884'AZIMUTH MARK APPROXIMATELY 65 FEET SOUTH OF THE CENTER OF THE
 FJ0884'EAST-WEST ROAD.  CONTINUE EAST ON THE GRADED ROAD FOR 1.2
 FJ0884'MILES TO THE STATION ON THE LEFT, 0.1 MILE EAST OF A GUYED
 FJ0884'POWER POLE AND 165 FEET EAST OF THE POINT WHERE A
 FJ0884'PIPELINE CROSSES THE ROAD.
 FJ0884'
 FJ0884'THE STATION MARK IS 45 FEET EAST-SOUTHEAST OF A POWER POLE,
 FJ0884'26 FEET NORTH OF THE CENTER OF THE ROAD, 7 FEET SOUTH OF A
 FJ0884'FENCE AND PROJECTS 2 INCHES.  THE DISK IS STAMPED SPRINGER 1954.
 FJ0884'
 FJ0884'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS 22 FEET
 FJ0884'SOUTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF A BARBED-WIRE
 FJ0884'FENCE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED SPRINGER
 FJ0884'NO 1 1954.
 FJ0884'
 FJ0884'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 32 FEET NORTH OF
 FJ0884'THE CENTER OF THE ROAD, 16.5 FEET SOUTH OF A POWER POLE, 1
 FJ0884'FOOT SOUTH OF A FENCE AND PROJECTS 6 INCHES.  THE DISK IS
 FJ0884'STAMPED SPRINGER NO 2 1954.
 FJ0884'
 FJ0884'THE AZIMUTH MARK, 1.2 MILES WEST OF THE STATION, IS 43 FEET
 FJ0884'SOUTH OF A FENCE CORNER, 33 FEET WEST OF THE CENTER OF A DIRT
 FJ0884'ROAD, 2 FEET NORTH OF A WITNESS POST, 1 FOOT EAST OF A WOVEN-WIRE
 FJ0884'FENCE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED SPRINGER 1954.
 FJ0884'
 FJ0884'HEIGHT OF LIGHT ABOVE STATION MARK 18 METER.
 FJ0884
 FJ0884                          STATION RECOVERY (1954)
 FJ0884
 FJ0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FJ0884'RECOVERED IN GOOD CONDITION.
 FJ0884
 FJ0884                          STATION RECOVERY (1968)
 FJ0884
 FJ0884'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0884'SPRINGER 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0884'
 FJ0884'SPRINGER NO. 1 1954, DESTROYED.
 FJ0884'
 FJ0884'SPRINGER NO. 2 1954, DESTROYED.
 FJ0884'
 FJ0884'SPRINGER 1954, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0884'DESCRIBED.
 FJ0884
 FJ0884                          STATION RECOVERY (1968)
 FJ0884
 FJ0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ0884'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FJ0884'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT A
 FJ0884'SMALL AMOUNT OF CLEARING IS REQUIRED TO BE VISIBLE FROM THE
 FJ0884'STATION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FJ0884'WERE FOUND DESTROYED.
 FJ0884'
 FJ0884'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 FJ0884'
 FJ0884'FOLLOWING IS A NEW DESCRIPTION.
 FJ0884'
 FJ0884'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH DIVISION
 FJ0884'STREET AND OKLAHOMA AVENUE IN GUTHRIE, GO SOUTH ON U.S. HIGHWAY
 FJ0884'77 FOR 3.4 MILES TO A ROAD FORK OLD U.S. HIGHWAY 77.  TURN
 FJ0884'RIGHT AND GO SOUTH ON OLD U.S. HIGHWAY 77 FOR 5.1 MILES TO A
 FJ0884'CROSSROAD.  TURN LEFT AND GO EAST ON A BLADED ROAD FOR 1.5 MILES
 FJ0884'TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE
 FJ0884'EAST ON THE GRADED ROAD FOR 1.2 MILES TO THE STATION ON THE
 FJ0884'LEFT.
 FJ0884'
 FJ0884'STATION MARK, A STANDARD DISK STAMPED SPRINGER 1954, IS SET
 FJ0884'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 FJ0884'IT IS 0.1 MILE WEST OF A POINT WHERE POWERLINE CROSSES ROAD,
 FJ0884'165 FEET EAST OF A POINT WHERE PIPELINE CROSSES ROAD, 45 FEET
 FJ0884'EAST-SOUTHEAST OF A POWERLINE POLE, 24 FEET NORTH OF THE CENTER
 FJ0884'OF GRADED ROAD, 9 FEET SOUTH OF A FENCE, AND 1 FOOT WEST OF A
 FJ0884'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 FJ0884'
 FJ0884'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SPRINGER 1954
 FJ0884'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ0884'PROJECTS 5 INCHES.  IT IS 21.5 FEET SOUTH OF THE CENTER OF THE
 FJ0884'ROAD AND 5 FEET NORTH OF A FENCE.
 FJ0884'
 FJ0884'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED SPRINGER 1954
 FJ0884'NO. 4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ0884'PROJECTS 6 INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE
 FJ0884'ROAD, 15 FEET SOUTHWEST OF A POWERLINE POLE, AND 3 FEET SOUTH
 FJ0884'OF A FENCE.
 FJ0884'
 FJ0884'AZIMUTH MARK, A STANDARD DISK STAMPED SPRINGER 1954, IS SET IN
 FJ0884'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FJ0884'IT IS 43 FEET SOUTH OF A FENCE CORNER, 33 FEET WEST OF THE
 FJ0884'CENTER OF A DIRT ROAD, 1 FOOT EAST OF A FENCE, AND 0.5 FEET
 FJ0884'EAST OF A METAL WITNESS POST.
 FJ0884'
 FJ0884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 10
 FJ0884'MILES SW OF EDMOND.
 FJ0884
 FJ0884                          STATION RECOVERY (1993)
 FJ0884
 FJ0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0884'STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTH OF GUTHRIE, 3.5 KM
 FJ0884'(2.15 MI) EAST OF INTERSTATE HIGHWAY 35, 3.2 KM (2.00 MI) NORTH OF
 FJ0884'THE LOGAN-OKLAHOMA COUNTY LINE, ALONG A DIRT SECTION ROAD, ON THE
 FJ0884'RIGHT-OF-WAY, IN A LAWN IN FRONT OF A BRICK HOUSE, JUST WEST OF TOP
 FJ0884'OF RISE, ON THE SOUTH EDGE OF SECTION 23, T 15 N, R 2 W.
 FJ0884'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FJ0884'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 FJ0884'AND WATERLOO ROAD (EXIT 146) AT THE LOGAN-OKLAHOMA COUNTY LINE, GO
 FJ0884'EAST ON WATERLOO ROAD FOR 2.43 KM (1.50 MI) TO A PAVED CROSSROAD.
 FJ0884'TURN LEFT, NORTH, ON MIDWEST BOULEVARD (ROUGH ROAD) FOR 3.33 KM
 FJ0884'(2.05 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON CHARTER OAK STREET
 FJ0884'(DIRT) FOR 1.03 KM (0.65 MI) A DIRT LANE LEFT LEADING TO A STANDPIPE.
 FJ0884'CONTINUE AHEAD FOR 0.06 KM (0.05 MI) TO THE STATION ON THE LEFT AT A
 FJ0884'T-FENCE CORNER.
 FJ0884'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 2 CM
 FJ0884'BELOW GROUND.  IT IS 7.2 M (23.6 FT) NORTH OF, AND 0.5 M (1.6 FT)
 FJ0884'HIGHER THAN THE ROAD CENTER, 8.8 M (28.9 FT) WEST OF A DRIVEWAY CENTER
 FJ0884'TO THE BRICK HOUSE, 5.3 M (17.4 FT) SOUTH OF A T-FENCE CORNER, 13.5 M
 FJ0884'(44.3 FT) EAST-SOUTHEAST OF UTILITY POLE 542351155, 8.6 M (28.2 FT)
 FJ0884'SOUTHWEST OF THE WEST GATEPOST TO THE DRIVEWAY GATE, 22.2 M (72.8 FT)
 FJ0884'NORTHWEST OF THE NORTHWEST CORNER AND ACROSS ROAD FROM A CONCRETE PAD
 FJ0884'SUPPORTING TELEPHONE BOX 742 6357, 0.3 M (1.0 FT) WEST OF A METAL
 FJ0884'WITNESS POST, 1.12 M (3.67 FT) EAST OF A WOODEN POST PROJECTING 0.9 M
 FJ0884'(3.0 FT) AND 1.37 M (4.49 FT) WEST OF A WOODEN POST PROJECTING 0.9 M.
 FJ0884
 FJ0884                          STATION RECOVERY (2004)
 FJ0884
 FJ0884'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ0884'RECOVERED IN GOOD CONDITION.
 FJ0884
 FJ0884                          STATION RECOVERY (2009)
 FJ0884
 FJ0884'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FJ0884'RECOVERED IN GOOD CONDITION.
 FJ0884
 FJ0884                          STATION RECOVERY (2019)
 FJ0884
 FJ0884'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MRA)
 FJ0884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1027 ***********************************************************************
 EL1027  DESIGNATION -  SPRINGS RESET
 EL1027  PID         -  EL1027
 EL1027  STATE/COUNTY-  OK/GRADY
 EL1027  COUNTRY     -  US
 EL1027  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1027
 EL1027                         *CURRENT SURVEY CONTROL
 EL1027  ______________________________________________________________________
 EL1027* NAD 83(1993) POSITION- 34 49 24.44967(N) 097 58 14.03962(W)   ADJUSTED
 EL1027* NAVD 88 ORTHO HEIGHT -   434.4   (meters)     1425.    (feet) VERTCON3
 EL1027  ______________________________________________________________________
 EL1027  GEOID HEIGHT    -        -26.164 (meters)                     GEOID18
 EL1027  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 EL1027  HORZ ORDER      -  SECOND
 EL1027
 EL1027.The horizontal coordinates were established by classical geodetic methods
 EL1027.and adjusted by the National Geodetic Survey in November 1994.
 EL1027
 EL1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1027
 EL1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1027.GEOID18 height accuracy estimate available here.
 EL1027
 EL1027.Click photographs - Photos may exist for this station.
 EL1027
 EL1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1027
 EL1027. The following values were computed from the NAD 83(1993) position.
 EL1027
 EL1027;                    North         East     Units Scale Factor Converg.
 EL1027;SPC OK S     -   165,291.168   602,692.534   MT  0.99994463   +0 01 00.1
 EL1027;SPC OK S     -   542,292.77  1,977,333.76   sFT  0.99994463   +0 01 00.1
 EL1027;UTM  14      - 3,853,948.514   594,140.592   MT  0.99970923   +0 35 16.4
 EL1027
 EL1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1027!SPC OK S     -   0.99993592  x   0.99994463  =   0.99988056
 EL1027!UTM  14      -   0.99993592  x   0.99970923  =   0.99964517
 EL1027
 EL1027:                Primary Azimuth Mark                     Grid Az
 EL1027:SPC OK S     -  RUSH SPRINGS MUNICIPAL TANK              165 11 03.2
 EL1027:UTM  14      -  RUSH SPRINGS MUNICIPAL TANK              164 36 46.9
 EL1027
 EL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9414053948(NAD 83)
 EL1027
 EL1027|---------------------------------------------------------------------|
 EL1027| PID    Reference Object                     Distance      Geod. Az  |
 EL1027|                                                           dddmmss.s |
 EL1027| CY2341 SPRINGS RM 1                         29.670 METERS 01654     |
 EL1027| EL1025 RUSH SPRINGS MUNICIPAL TANK         APPROX. 4.5 KM 1651203.3 |
 EL1027| CY2340 TT 20 D 21                                         1795123.7 |
 EL1027| EL0539 A 42                                               18052     |
 EL1027| CY2342 SPRINGS RM 2                         20.224 METERS 19719     |
 EL1027| CY2343 SPRINGS RM 3                          9.492 METERS 31303     |
 EL1027|---------------------------------------------------------------------|
 EL1027
 EL1027                          SUPERSEDED SURVEY CONTROL
 EL1027
 EL1027  NAD 83(1986)-  34 49 24.45524(N)    097 58 14.02312(W) AD(       ) 2
 EL1027  NAD 27      -  34 49 24.20000(N)    097 58 12.87500(W) AD(       ) 2
 EL1027  NGVD 29 (07/19/86)  434.3    (m)         1425.     (f) VERT ANG       
 EL1027
 EL1027.Superseded values are not recommended for survey control.
 EL1027
 EL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1027.See file dsdata.pdf to determine how the superseded data were derived.
 EL1027
 EL1027_MARKER: DS = TRIANGULATION STATION DISK
 EL1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1027_STAMPING: SPRINGS 1948 1966
 EL1027_MARK LOGO: CGS
 EL1027_PROJECTION: FLUSH
 EL1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1027+STABILITY: SURFACE MOTION
 EL1027
 EL1027  HISTORY     - Date     Condition        Report By
 EL1027  HISTORY     - 1966     MONUMENTED       CGS
 EL1027  HISTORY     - 1976     MARK NOT FOUND   DMA
 EL1027
 EL1027                          STATION DESCRIPTION
 EL1027
 EL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 EL1027'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND
 EL1027'TO BE DESTROYED.  THE UNDERGROUND STATION MARK AND REFERENCE
 EL1027'MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 EL1027'MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE AZIMUTH
 EL1027'MARK WAS DESTROYED DURING ROAD CONSTRUCTION.  THE UNDERGROUND
 EL1027'STATION MARK WAS HELD INTACT AND A NEW SURFACE STATION MARK WAS
 EL1027'SET DIRECTLY OVER THE SUB-MARK.  ONE NEW REFERENCE MARK WAS
 EL1027'SET.  A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS
 EL1027'ABOUT 3 MILES NORTH OF RUSH SPRINGS, ON THE RIGHT-OF-WAY
 EL1027'BETWEEN U.S. HIGHWAY 81 AND THE ROCK ISLAND AND PACIFIC RAIL
 EL1027'ROAD.
 EL1027'
 EL1027'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN RUSH SPRINGS, GO
 EL1027'NORTH ON U.S. HIGHWAY 81 FOR 3.2 MILES TO THE STATION ON THE RIGHT.
 EL1027'
 EL1027'THE SURFACE STATION MARK, A STANDARD DISK STAMPED SPRINGS 1948 1966
 EL1027'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 EL1027'THE GROUND.  IT IS 48 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE,
 EL1027'68 FEET NORTHWEST OF A TELEGRAPH POLE WHICH IS MILE POST 453,
 EL1027'ABOUT 40 FEET SOUTHEAST OF THE HIGHEST PART OF KNOLL, AND 14 FEET
 EL1027'WEST OF A WITNESS POST.  THE UNDERGROUND STATION MARK, A
 EL1027'STANDARD DISK STAMPED SPRINGS 1948, IS SET IN AN IRREGULAR MASS
 EL1027'OF CONCRETE 42 INCHES BELOW THE SURFACE OF GROUND.
 EL1027'
 EL1027'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SPRINGS NO 2 1948,
 EL1027'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 EL1027'IT IS 50 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 50 FEET
 EL1027'WEST-NORTHWEST OF THE MILE POST 453.
 EL1027'
 EL1027'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED SPRINGS NO 3 1948
 EL1027'1966 IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 EL1027'OF THE GROUND.  IT IS 98 FEET NORTHWEST OF THE MILE POST 453, AND
 EL1027'19 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.
 EL1027'
 EL1027'THE U.S. COAST AND GEODETIC SURVEY BENCH MARK, A STANDARD DISK
 EL1027'STAMPED A 42 1934, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 EL1027'PROJECTS 4 INCHES.  IT IS 0.35 MILE SOUTH OF THE STATION, 52 FEET
 EL1027'WEST OF THE WEST TRACK OF THE ROCK ISLAND AND PACIFIC RAIL ROAD,
 EL1027'119 FEET NORTH-NORTHWEST OF A RAIL ROAD LIGHT SIGNAL POLE NO.
 EL1027'4535, 30 FEET SOUTH OF A TELEGARPH POLE, AND 22 FEET EAST OF THE
 EL1027'RIGHT-OF-WAY FENCE LINE.
 EL1027'
 EL1027'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 EL1027
 EL1027                          STATION RECOVERY (1976)
 EL1027
 EL1027'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL1027'THE STATION MARK WAS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0905 ***********************************************************************
 FJ0905  DESIGNATION -  SQUIRREL
 FJ0905  PID         -  FJ0905
 FJ0905  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0905  COUNTRY     -  US
 FJ0905  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0905
 FJ0905                         *CURRENT SURVEY CONTROL
 FJ0905  ______________________________________________________________________
 FJ0905* NAD 83(1993) POSITION- 35 15 38.37494(N) 097 00 05.81071(W)   ADJUSTED
 FJ0905* NAVD 88 ORTHO HEIGHT -   343.87  (+/-2cm)     1128.2   (feet) VERTCON3
 FJ0905  ______________________________________________________________________
 FJ0905  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 FJ0905  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 FJ0905  HORZ ORDER      -  THIRD
 FJ0905  VERT ORDER      -  THIRD ? (See Below)
 FJ0905
 FJ0905.The horizontal coordinates were established by classical geodetic methods
 FJ0905.and adjusted by the National Geodetic Survey in November 1994.
 FJ0905
 FJ0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0905
 FJ0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0905.GEOID18 height accuracy estimate available here.
 FJ0905
 FJ0905.The vertical order pertains to the NGVD 29 superseded value.
 FJ0905
 FJ0905.Click photographs - Photos may exist for this station.
 FJ0905
 FJ0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0905
 FJ0905. The following values were computed from the NAD 83(1993) position.
 FJ0905
 FJ0905;                    North         East     Units Scale Factor Converg.
 FJ0905;SPC OK S     -   214,242.342   690,849.876   MT  1.00000551   +0 34 00.1
 FJ0905;SPC OK S     -   702,893.42  2,266,563.30   sFT  1.00000551   +0 34 00.1
 FJ0905;UTM  14      - 3,903,780.466   681,788.247   MT  1.00000728   +1 09 14.3
 FJ0905
 FJ0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0905!SPC OK S     -   0.99995025  x   1.00000551  =   0.99995576
 FJ0905!UTM  14      -   0.99995025  x   1.00000728  =   0.99995753
 FJ0905
 FJ0905:                Primary Azimuth Mark                     Grid Az
 FJ0905:SPC OK S     -  SQUIRREL AZ MK                           085 54 54.2
 FJ0905:UTM  14      -  SQUIRREL AZ MK                           085 19 40.0
 FJ0905
 FJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8178803780(NAD 83)
 FJ0905
 FJ0905|---------------------------------------------------------------------|
 FJ0905| PID    Reference Object                     Distance      Geod. Az  |
 FJ0905|                                                           dddmmss.s |
 FJ0905| CL5464 SQUIRREL RM 1                        28.913 METERS 00336     |
 FJ0905| CL5463 SQUIRREL AZ MK                                     0862854.3 |
 FJ0905| CL5465 SQUIRREL RM 2                        21.991 METERS 26656     |
 FJ0905| FJ0904 TT 15 EV                             65.531 METERS 29609     |
 FJ0905|---------------------------------------------------------------------|
 FJ0905
 FJ0905                          SUPERSEDED SURVEY CONTROL
 FJ0905
 FJ0905  NAD 83(1986)-  35 15 38.38011(N)    097 00 05.79300(W) AD(       ) 3
 FJ0905  NAD 27      -  35 15 38.12262(N)    097 00 04.71120(W) AD(       ) 3
 FJ0905  NGVD 29             343.78   (m)         1127.9    (f) LEVELING    3  
 FJ0905
 FJ0905.Superseded values are not recommended for survey control.
 FJ0905
 FJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0905.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0905
 FJ0905_MARKER: DS = TRIANGULATION STATION DISK
 FJ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0905_STAMPING: SQUIRREL 1957
 FJ0905_MARK LOGO: CGS
 FJ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0905+STABILITY: SURFACE MOTION
 FJ0905
 FJ0905  HISTORY     - Date     Condition        Report By
 FJ0905  HISTORY     - 1957     MONUMENTED       CGS
 FJ0905
 FJ0905                          STATION DESCRIPTION
 FJ0905
 FJ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0905'STATION IS LOCATED ABOUT 4 MILES WEST OF TECUMSEH, IN SECTION
 FJ0905'17, T 9 N., R 3 E., ON THE RIGHT-OF-WAY OF STATE HIGHWAY 9.
 FJ0905'
 FJ0905'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 9 AND 18 IN THE
 FJ0905'NORTH EDGE OF TECUMSEH, GO WEST ON STATE HIGHWAY 9 FOR 3.4
 FJ0905'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON THE
 FJ0905'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FJ0905'
 FJ0905'STATION MARKS ARE STANDARD DISKS, STAMPED SQUIRREL 1957, SURFACE
 FJ0905'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ0905'WHICH PROJECTS 1 INCH.  IT IS 73 FEET NORTHWEST OF THE NORTHWEST
 FJ0905'CORNER OF A STORE, 45 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 FJ0905'9, 61 FEET EAST OF A FENCE CORNER, 38 FEET NORTHWEST OF THE
 FJ0905'NORTHEAST CORNER OF A HOUSE, AND 37 FEET NORTHEAST OF THE
 FJ0905'NORTHWEST CORNER OF THE HOUSE.  THE UNDERGROUND MARK IS SET
 FJ0905'IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 FJ0905'SURFACE.
 FJ0905'
 FJ0905'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SQUIRREL NO 1 1957,
 FJ0905'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ0905'4 INCHES.  IT IS 106 FEET WEST OF A TELEPHONE POLE, 49 FEET
 FJ0905'NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTH OF A
 FJ0905'RIGHT-OF-WAY FENCE,
 FJ0905'
 FJ0905'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SQUIRREL NO 2
 FJ0905'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ0905'PROJECTS 6 INCHES.  IT IS 75 FEET NORTHWEST OF THE NORTHWEST
 FJ0905'CORNER OF THE HOUSE, 46 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 FJ0905'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 FJ0905'WHITE WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 FJ0905'
 FJ0905'AZIMUTH MARK IS A STANDARD DISK, STAMPED SQUIRREL 1957, SET
 FJ0905'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ0905'6 INCHES.  IT IS 49 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FJ0905'9 FEET EAST OF THE EAST GATE POST OF A GATE AND 1 FOOT SOUTH
 FJ0905'OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST
 FJ0905'WAS SET 1 FOOT EAST OF THE MARK.
 FJ0905'
 FJ0905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1238 ***********************************************************************
 FJ1238  DESIGNATION -  ST GREGORY COLLEGE TANK
 FJ1238  PID         -  FJ1238
 FJ1238  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1238  COUNTRY     -  US
 FJ1238  USGS QUAD   -  SHAWNEE (2018)
 FJ1238
 FJ1238                         *CURRENT SURVEY CONTROL
 FJ1238  ______________________________________________________________________
 FJ1238* NAD 83(1993) POSITION- 35 22 07.03318(N) 096 57 15.13006(W)   ADJUSTED
 FJ1238  ______________________________________________________________________
 FJ1238  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 FJ1238  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 FJ1238  HORZ ORDER      -  THIRD
 FJ1238
 FJ1238.The horizontal coordinates were established by classical geodetic methods
 FJ1238.and adjusted by the National Geodetic Survey in November 1994.
 FJ1238
 FJ1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1238.GEOID18 height accuracy estimate available here.
 FJ1238
 FJ1238.Click photographs - Photos may exist for this station.
 FJ1238
 FJ1238.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1238
 FJ1238. The following values were computed from the NAD 83(1993) position.
 FJ1238
 FJ1238;                    North         East     Units Scale Factor Converg.
 FJ1238;SPC OK S     -   226,263.427   695,039.903   MT  1.00002954   +0 35 37.0
 FJ1238;SPC OK S     -   742,332.59  2,280,310.08   sFT  1.00002954   +0 35 37.0
 FJ1238;UTM  14      - 3,915,843.985   685,854.458   MT  1.00002569   +1 11 04.3
 FJ1238
 FJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8585415843(NAD 83)
 FJ1238
 FJ1238                          SUPERSEDED SURVEY CONTROL
 FJ1238
 FJ1238  NAD 83(1986)-  35 22 07.03896(N)    096 57 15.11132(W) AD(       ) 3
 FJ1238  NAD 27      -  35 22 06.78636(N)    096 57 14.02423(W) AD(       ) 3
 FJ1238
 FJ1238.Superseded values are not recommended for survey control.
 FJ1238
 FJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1238.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1238
 FJ1238_MARKER: 53 = ELEVATED TANK
 FJ1238
 FJ1238  HISTORY     - Date     Condition        Report By
 FJ1238  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1238
 FJ1238                          STATION DESCRIPTION
 FJ1238
 FJ1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1238'THE STATION IS 3-1/2 MILES NORTHWEST OF SHAWNEE AND 0.4 MILE
 FJ1238'NORTH OF U.S. HIGHWAY 270 AND STATE HIGHWAY 3.  IT IS AN
 FJ1238'ELEVATED TANK, SUPPORTED BY FOUR STEEL LEGS, IS SILVER IN
 FJ1238'COLOR AND IS 125 FEET IN HEIGHT.  THE POINT OBSERVED WAS
 FJ1238'THE APEX OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1239 ***********************************************************************
 FJ1239  DESIGNATION -  ST GREGORY COLLEGE FLAGSTAFF
 FJ1239  PID         -  FJ1239
 FJ1239  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1239  COUNTRY     -  US
 FJ1239  USGS QUAD   -  SHAWNEE (2018)
 FJ1239
 FJ1239                         *CURRENT SURVEY CONTROL
 FJ1239  ______________________________________________________________________
 FJ1239* NAD 83(1993) POSITION- 35 22 03.04156(N) 096 57 15.39785(W)   ADJUSTED
 FJ1239  ______________________________________________________________________
 FJ1239  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 FJ1239  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 FJ1239  HORZ ORDER      -  THIRD
 FJ1239
 FJ1239.The horizontal coordinates were established by classical geodetic methods
 FJ1239.and adjusted by the National Geodetic Survey in November 1994.
 FJ1239
 FJ1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1239.GEOID18 height accuracy estimate available here.
 FJ1239
 FJ1239.Click photographs - Photos may exist for this station.
 FJ1239
 FJ1239.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1239
 FJ1239. The following values were computed from the NAD 83(1993) position.
 FJ1239
 FJ1239;                    North         East     Units Scale Factor Converg.
 FJ1239;SPC OK S     -   226,140.344   695,034.417   MT  1.00002927   +0 35 36.9
 FJ1239;SPC OK S     -   741,928.78  2,280,292.08   sFT  1.00002927   +0 35 36.9
 FJ1239;UTM  14      - 3,915,720.852   685,850.242   MT  1.00002568   +1 11 04.0
 FJ1239
 FJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8585015720(NAD 83)
 FJ1239
 FJ1239                          SUPERSEDED SURVEY CONTROL
 FJ1239
 FJ1239  NAD 83(1986)-  35 22 03.04738(N)    096 57 15.37925(W) AD(       ) 3
 FJ1239  NAD 27      -  35 22 02.79493(N)    096 57 14.29762(W) AD(       ) 3
 FJ1239
 FJ1239.Superseded values are not recommended for survey control.
 FJ1239
 FJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1239.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1239
 FJ1239_MARKER: 83 = FLAGSTAFF
 FJ1239
 FJ1239  HISTORY     - Date     Condition        Report By
 FJ1239  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1239
 FJ1239                          STATION DESCRIPTION
 FJ1239
 FJ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1239'THE STATION IS THE FLAG STAFF ATOP THE TOWER AT THE SOUTHWEST
 FJ1239'CORNER OF THE ADMINISTRATION BUILDING OF THE ST. GREGORY
 FJ1239'COLLEGE.  THERE ARE IDENTICAL TOWERS ON EACH CORNER OF THE
 FJ1239'BUILDING.
 FJ1239'
 FJ1239'THE COLLEGE IS LOCATED ON U.S. HIGHWAY, ABOUT 4 MILES NORTHWEST
 FJ1239'OF SHAWNEE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0631 ***********************************************************************
 FK0631  DESIGNATION -  STAFFPORT
 FK0631  PID         -  FK0631
 FK0631  STATE/COUNTY-  OK/CUSTER
 FK0631  COUNTRY     -  US
 FK0631  USGS QUAD   -  WEATHERFORD (2018)
 FK0631
 FK0631                         *CURRENT SURVEY CONTROL
 FK0631  ______________________________________________________________________
 FK0631* NAD 83(1993) POSITION- 35 32 20.61451(N) 098 40 08.33602(W)   ADJUSTED
 FK0631* NAD 83(1993) ELLIP HT-   459.553 (meters)        (11/28/94)   ADJUSTED
 FK0631* NAVD 88 ORTHO HEIGHT -   486.8   (meters)     1597.    (feet) VERTCON3
 FK0631  ______________________________________________________________________
 FK0631  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 FK0631  NAD 83(1993) X  -   -783,210.855 (meters)                     COMP
 FK0631  NAD 83(1993) Y  - -5,136,903.291 (meters)                     COMP
 FK0631  NAD 83(1993) Z  -  3,686,962.344 (meters)                     COMP
 FK0631  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 FK0631  HORZ ORDER      -  SECOND
 FK0631  ELLP ORDER      -  FIFTH     CLASS I
 FK0631
 FK0631.This mark is at Thomas P Stafford Airport (F91)
 FK0631
 FK0631.The horizontal coordinates were established by GPS observations
 FK0631.and adjusted by the National Geodetic Survey in November 1994.
 FK0631
 FK0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0631
 FK0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0631.GEOID18 height accuracy estimate available here.
 FK0631
 FK0631.Click photographs - Photos may exist for this station.
 FK0631
 FK0631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0631
 FK0631.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0631
 FK0631.The ellipsoidal height was determined by GPS observations
 FK0631.and is referenced to NAD 83.
 FK0631
 FK0631. The following values were computed from the NAD 83(1993) position.
 FK0631
 FK0631;                    North         East     Units Scale Factor Converg.
 FK0631;SPC OK N     -    60,019.497   539,333.216   MT  1.00000513   -0 23 41.3
 FK0631;SPC OK N     -   196,913.97  1,769,462.39   sFT  1.00000513   -0 23 41.3
 FK0631;UTM  14      - 3,932,875.772   530,006.542   MT  0.99961110   +0 11 32.7
 FK0631
 FK0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0631!SPC OK N     -   0.99992787  x   1.00000513  =   0.99993300
 FK0631!UTM  14      -   0.99992787  x   0.99961110  =   0.99953900
 FK0631
 FK0631:                Primary Azimuth Mark                     Grid Az
 FK0631:SPC OK N     -  STAFFPORT AZ MK                          000 15 37.3
 FK0631:UTM  14      -  STAFFPORT AZ MK                          359 40 23.3
 FK0631
 FK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE3000632875(NAD 83)
 FK0631
 FK0631|---------------------------------------------------------------------|
 FK0631| PID    Reference Object                     Distance      Geod. Az  |
 FK0631|                                                           dddmmss.s |
 FK0631| FK0632 STAFFPORT AZ MK                     APPROX. 1.3 KM 3595156.0 |
 FK0631|---------------------------------------------------------------------|
 FK0631
 FK0631                          SUPERSEDED SURVEY CONTROL
 FK0631
 FK0631  NAD 83(1986)-  35 32 20.61992(N)    098 40 08.32356(W) AD(       ) 2
 FK0631  NGVD 29 (11/30/89)  486.6    (m)  RAPSU86  model used  GPS OBS        
 FK0631
 FK0631.Superseded values are not recommended for survey control.
 FK0631
 FK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0631.See file dsdata.pdf to determine how the superseded data were derived.
 FK0631
 FK0631_MARKER: I = METAL ROD
 FK0631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0631_STAMPING: STAFFPORT 1989
 FK0631_MARK LOGO: NGS
 FK0631_PROJECTION: FLUSH
 FK0631_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0631+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FK0631_ROD/PIPE-DEPTH: 3.5 meters
 FK0631_SLEEVE-DEPTH  : 1.0 meters
 FK0631
 FK0631  HISTORY     - Date     Condition        Report By
 FK0631  HISTORY     - 1989     MONUMENTED       NGS
 FK0631
 FK0631                          STATION DESCRIPTION
 FK0631
 FK0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0631'THE STATION IS LOCATED 27.0 KM (16.80 MI) EAST-NORTHEAST OF CLINTON,
 FK0631'8.7 KM (5.40 MI) WEST OF HYDRO, AND 3.4 KM (2.10 MI) NORTHEAST OF
 FK0631'WEATHERFORD, AT THE WEATHERFORD/THOMAS P. STAFFORD AIRPORT, IN A GRASS
 FK0631'ISLAND BETWEEN THE SOUTH END OF THE SINGLE CONCRETE RUNWAY AND A
 FK0631'CONCRETE TURN-AROUND.  OWNERSHIP--CITY OF WEATHERFORD, C/O AIRPORT
 FK0631'MANAGER DON MCMILLON, P O BOX 262, WEATHERFORD OK 73096. PHONE (405)
 FK0631'772-6143 OR HOME (405) 772-6574.
 FK0631'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FK0631'AND AIRPORT ROAD (EXIT 84) EAST OF WEATHERFORD, GO NORTH FOR 0.2 KM
 FK0631'(0.10 MI) ON AIRPORT ROAD TO A PAVED INTERSECTION.  TURN LEFT AND GO
 FK0631'WEST FOR 1.6 KM (1.00 MI) ON 66 SERVICE ROAD TO A Y-INTERSECTION. BEAR
 FK0631'RIGHT AND GO WEST FOR 50 METERS ON DAVIS ROAD TO A PAVED ROAD RIGHT.
 FK0631'TURN RIGHT AND GO NORTH FOR 0.9 KM (0.55 MI) ON LYLE ROAD TO A PAVED
 FK0631'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) ON LOGAN ROAD
 FK0631'TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.10 MI) ON
 FK0631'THE PAVED ROAD PASSING THE OFFICE ON THE LEFT TO A GAP IN THE FENCE ON
 FK0631'THE LEFT JUST BEFORE RECHING A HANGAR ON THE LEFT.  TURN LEFT AND GO
 FK0631'EASTERLY FOR 0.1 KM (0.05 MI) THROUGH THE GAP IN THE FENCE, ACROSS
 FK0631'APRON AND ON THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO
 FK0631'SOUTH FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT
 FK0631'NEAR THE SOUTH END OF THE RUNWAY.
 FK0631'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0631'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.5 METERS IN A GREASE
 FK0631'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0631'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0631'33.3 M (109.3 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 15.9 M
 FK0631'(52.2 FT) EAST FROM THE CENTER OF THE TURN-AROUND, AND 14.3 M
 FK0631'(46.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A 1.0 BY 1.0 METER
 FK0631'DRAIN COVER.
 FK0631'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0632 ***********************************************************************
 FK0632  DESIGNATION -  STAFFPORT AZ MK
 FK0632  PID         -  FK0632
 FK0632  STATE/COUNTY-  OK/CUSTER
 FK0632  COUNTRY     -  US
 FK0632  USGS QUAD   -  WEATHERFORD (2018)
 FK0632
 FK0632                         *CURRENT SURVEY CONTROL
 FK0632  ______________________________________________________________________
 FK0632* NAD 83(1993) POSITION- 35 33 02.21013(N) 098 40 08.45545(W)   ADJUSTED
 FK0632* NAD 83(1993) ELLIP HT-   460.222 (meters)        (11/28/94)   ADJUSTED
 FK0632* NAVD 88 ORTHO HEIGHT -   487.5   (meters)     1599.    (feet) VERTCON3
 FK0632  ______________________________________________________________________
 FK0632  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 FK0632  NAD 83(1993) X  -   -783,101.574 (meters)                     COMP
 FK0632  NAD 83(1993) Y  - -5,136,166.582 (meters)                     COMP
 FK0632  NAD 83(1993) Z  -  3,688,005.889 (meters)                     COMP
 FK0632  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 FK0632  HORZ ORDER      -  SECOND
 FK0632  ELLP ORDER      -  FIFTH     CLASS I
 FK0632
 FK0632.This mark is at Thomas P Stafford Airport (F91)
 FK0632
 FK0632.The horizontal coordinates were established by GPS observations
 FK0632.and adjusted by the National Geodetic Survey in November 1994.
 FK0632
 FK0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0632
 FK0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0632.GEOID18 height accuracy estimate available here.
 FK0632
 FK0632.Click photographs - Photos may exist for this station.
 FK0632
 FK0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0632
 FK0632.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0632
 FK0632.The ellipsoidal height was determined by GPS observations
 FK0632.and is referenced to NAD 83.
 FK0632
 FK0632. The following values were computed from the NAD 83(1993) position.
 FK0632
 FK0632;                    North         East     Units Scale Factor Converg.
 FK0632;SPC OK N     -    61,301.453   539,339.041   MT  1.00000295   -0 23 41.3
 FK0632;SPC OK N     -   201,119.85  1,769,481.50   sFT  1.00000295   -0 23 41.3
 FK0632;UTM  14      - 3,934,157.217   529,999.231   MT  0.99961109   +0 11 32.8
 FK0632
 FK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0632!SPC OK N     -   0.99992777  x   1.00000295  =   0.99993072
 FK0632!UTM  14      -   0.99992777  x   0.99961109  =   0.99953889
 FK0632
 FK0632:                Primary Azimuth Mark                     Grid Az
 FK0632:SPC OK N     -  STAFFPORT                                180 15 37.2
 FK0632:UTM  14      -  STAFFPORT                                179 40 23.1
 FK0632
 FK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2999934157(NAD 83)
 FK0632
 FK0632|---------------------------------------------------------------------|
 FK0632| PID    Reference Object                     Distance      Geod. Az  |
 FK0632|                                                           dddmmss.s |
 FK0632| FK0631 STAFFPORT                           APPROX. 1.3 KM 1795155.9 |
 FK0632|---------------------------------------------------------------------|
 FK0632
 FK0632                          SUPERSEDED SURVEY CONTROL
 FK0632
 FK0632  NAD 83(1986)-  35 33 02.21591(N)    098 40 08.44244(W) AD(       ) 2
 FK0632  NGVD 29 (11/30/89)  487.3    (m)  RAPSU86  model used  GPS OBS        
 FK0632
 FK0632.Superseded values are not recommended for survey control.
 FK0632
 FK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0632.See file dsdata.pdf to determine how the superseded data were derived.
 FK0632
 FK0632_MARKER: I = METAL ROD
 FK0632_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0632_STAMPING: STAFFPORT AZ MK 1989
 FK0632_MARK LOGO: NGS
 FK0632_PROJECTION: FLUSH
 FK0632_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0632+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FK0632_ROD/PIPE-DEPTH: 3.5 meters
 FK0632_SLEEVE-DEPTH  : 1.0 meters
 FK0632
 FK0632  HISTORY     - Date     Condition        Report By
 FK0632  HISTORY     - 1989     MONUMENTED       NGS
 FK0632
 FK0632                          STATION DESCRIPTION
 FK0632
 FK0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0632'THE STATION IS LOCATED 27.0 KM (16.80 MI) EAST-NORTHEAST OF CLINTON,
 FK0632'8.7 KM (5.40 MI) WEST OF HYDRO, AND 3.4 KM (2.10 MI) NORTHEAST OF
 FK0632'WEATHERFORD, AT THE WEATHERFORD/THOMAS P. STAFFORD AIRPORT, IN A GRASS
 FK0632'ISLAND BETWEEN THE NORTH END OF THE SINGLE CONCRETE RUNWAY AND A
 FK0632'CONCRETE TURN AROUND.  OWNERSHIP--CITY OF WEATHERFORD, C/O AIRPORT
 FK0632'MANAGER DON MCMILLON, P O BOX 262, WEATHERFORD OK 73096. PHONE (405)
 FK0632'772-6143 OR HOME (405) 772-6574.
 FK0632'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FK0632'AND AIRPORT ROAD (EXIT 84) EAST OF WEATHERFORD, GO NORTH FOR 0.2 KM
 FK0632'(0.10 MI) ON AIRPORT ROAD TO A PAVED INTERSECTION.  TURN LEFT AND GO
 FK0632'WEST FOR 1.6 KM (1.00 MI) ON 66 SERVICE ROAD TO A Y-INTERSECTION. BEAR
 FK0632'RIGHT AND CONTINUE WEST FOR 50 METERS ON DAVIS ROAD TO A PAVED ROAD
 FK0632'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.9 KM (0.55 MI) ON LYLE ROAD TO A
 FK0632'PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) ON
 FK0632'LOGAN ROAD TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH FOR 0.2 KM
 FK0632'(0.10 MI) ON THE PAVED ROAD PASSING THE OFFICE ON THE LEFT TO A GAP IN
 FK0632'THE FENCE ON THE LEFT JUST BEFORE REACHING A HANGAR ON THE LEFT.  TURN
 FK0632'LEFT AND GO EASTERLY FOR 0.1 KM (0.05 MI) THROUGH THE GAP IN THE
 FK0632'FENCE, ACROSS AN APRON AND ON THE CONNECTING TAXIWAY TO THE RUNWAY.
 FK0632'TURN LEFT AND GO NORTH FOR 0.7 KM (0.45 MI) ON THE RUNWAY TO THE
 FK0632'STATION ON THE LEFT NEAR THE NORTH END OF THE RUNWAY.
 FK0632'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSEC 8 CM
 FK0632'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.5 METERS IN A GREASE
 FK0632'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0632'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FK0632'33.6 M (110.2 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 15.9 M
 FK0632'(52.2 FT) EAST FROM THE CENTER OF THE TURN AROUND, AND 15.2 M
 FK0632'(49.9 FT) SOUTHWEST FROM THE TOP CENTER OF A 0.5 METER CORRAGATED
 FK0632'METAL DRAIN PIPE UNDER THE TURN AROUND.
 FK0632'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1126 ***********************************************************************
 FH1126  DESIGNATION -  STANDING ROCK
 FH1126  PID         -  FH1126
 FH1126  STATE/COUNTY-  OK/MCINTOSH
 FH1126  COUNTRY     -  US
 FH1126  USGS QUAD   -  EUFAULA (2018)
 FH1126
 FH1126                         *CURRENT SURVEY CONTROL
 FH1126  ______________________________________________________________________
 FH1126* NAD 83(1993) POSITION- 35 18 18.71303(N) 095 30 25.05685(W)   ADJUSTED
 FH1126* NAVD 88 ORTHO HEIGHT -   256.    (meters)      840.    (feet) SCALED
 FH1126  ______________________________________________________________________
 FH1126  GEOID HEIGHT    -        -30.083 (meters)                     GEOID18
 FH1126  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 FH1126  HORZ ORDER      -  FIRST
 FH1126
 FH1126.The horizontal coordinates were established by classical geodetic methods
 FH1126.and adjusted by the National Geodetic Survey in November 1994.
 FH1126
 FH1126.The orthometric height was scaled from a topographic map.
 FH1126
 FH1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1126.GEOID18 height accuracy estimate available here.
 FH1126
 FH1126.Click photographs - Photos may exist for this station.
 FH1126
 FH1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1126
 FH1126. The following values were computed from the NAD 83(1993) position.
 FH1126
 FH1126;                    North         East     Units Scale Factor Converg.
 FH1126;SPC OK S     -   221,534.315   826,717.128   MT  1.00001499   +1 24 54.3
 FH1126;SPC OK S     -   726,817.17  2,712,321.11   sFT  1.00001499   +1 24 54.3
 FH1126;UTM  15      - 3,909,772.240   272,064.035   MT  1.00024032   -1 26 58.1
 FH1126
 FH1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1126!SPC OK S     -   0.99996452  x   1.00001499  =   0.99997951
 FH1126!UTM  15      -   0.99996452  x   1.00024032  =   1.00020484
 FH1126
 FH1126:                Primary Azimuth Mark                     Grid Az
 FH1126:SPC OK S     -  NEEDHAM                                  014 23 08.9
 FH1126:UTM  15      -  NEEDHAM                                  017 15 01.3
 FH1126
 FH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7206409772(NAD 83)
 FH1126
 FH1126|---------------------------------------------------------------------|
 FH1126| PID    Reference Object                     Distance      Geod. Az  |
 FH1126|                                                           dddmmss.s |
 FH1126| FH1123 NEEDHAM                             APPROX. 8.2 KM 0154803.2 |
 FH1126| CI3276 STANDING ROCK RM 1                   33.767 METERS 15813     |
 FH1126| CI3277 STANDING ROCK RM 2                   18.983 METERS 26024     |
 FH1126|---------------------------------------------------------------------|
 FH1126
 FH1126                          SUPERSEDED SURVEY CONTROL
 FH1126
 FH1126  NAD 83(1986)-  35 18 18.72927(N)    095 30 25.05200(W) AD(       ) 1
 FH1126  NAD 27      -  35 18 18.37800(N)    095 30 24.12000(W) AD(       ) 1
 FH1126
 FH1126.Superseded values are not recommended for survey control.
 FH1126
 FH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1126.See file dsdata.pdf to determine how the superseded data were derived.
 FH1126
 FH1126_MARKER: DS = TRIANGULATION STATION DISK
 FH1126_SETTING: 80 = SET IN A BOULDER
 FH1126_STAMPING: STANDING ROCK 1940
 FH1126_MARK LOGO: CGS
 FH1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1126+STABILITY: SURFACE MOTION
 FH1126
 FH1126  HISTORY     - Date     Condition        Report By
 FH1126  HISTORY     - 1940     MONUMENTED       CGS
 FH1126  HISTORY     - 1960     GOOD             CGS
 FH1126  HISTORY     - 19861222 MARK NOT FOUND   LOCSUR
 FH1126
 FH1126                          STATION DESCRIPTION
 FH1126
 FH1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1126'STATION IS LOCATED ABOUT 4.5 MILES ENE OF EUFAULA ON THE
 FH1126'HIGHEST PART OF A PROMINENT HILL ON THE N BANK OF THE CANADIAN
 FH1126'RIVER AND ON THE PROPERTY OF F.S. SAYLOR.
 FH1126'
 FH1126'STATION MARK IS A STANDARD DISK STAMPED STANDING ROCK 1940,
 FH1126'IS SET IN A LARGE BOULDER THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 FH1126'GROUND, AND IS 7.3 FEET S OF A WHITE REFERENCE POST, AND
 FH1126'19.0 FEET S OF A 12-INCH OAK TREE.
 FH1126'
 FH1126'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED STANDING ROCK
 FH1126'NO.1 1940, AND IS SET IN A LARGE BOULDER THAT PROJECTS ABOUT
 FH1126'2 FEET ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 FH1126'THE STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED
 FH1126'STANDING ROCK NO.2 1940, IS SET IN BEDROCK FLUSH WITH THE
 FH1126'GROUND AT ABOUT THE SAME ELEVATION AS THE STATION.
 FH1126'
 FH1126'NO AZIMUTH MARK WAS ESTABLISHED HERE.
 FH1126'
 FH1126'TO REACH STATION FROM CITY HALL IN EUFAULA, GO E PAST THE
 FH1126'ARMORY 0.4 MILE TO A BRICK SCHOOLHOUSE ON THE N SIDE OF THE
 FH1126'ROAD.  TURN LEFT (N) ON GRAVEL ROAD ON THE W SIDE OF SCHOOL
 FH1126'AND GO 3.1 MILES TO TOP OF HILL.  TURN RIGHT (E) AND GO 4.0
 FH1126'MILES.  TURN RIGHT (S) AND GO 1.0 MILE.  TURN RIGHT (W) AND
 FH1126'GO 0.4 MILE.  TURN LEFT (S) AND GO 0.4 MILE TO A FORK.  TAKE
 FH1126'LEFT FORK UP GRADE 0.3 MILE TO SHACK ON THE RIGHT (S) AT TOP
 FH1126'OF HILL.  TURN RIGHT (S) INTO FIELD ABOUT 50 YARDS W OF SHACK
 FH1126'AND GO ABOUT 75 YARDS TO HIGHEST POINT AND STATION.
 FH1126'
 FH1126'HEIGHT OF LIGHT ABOVE STATION MARK - 14.2 METERS.
 FH1126
 FH1126                          STATION RECOVERY (1960)
 FH1126
 FH1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1126'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 FH1126'CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 FH1126'
 FH1126'DUE TO SOME ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION
 FH1126'FOLLOWS.
 FH1126'
 FH1126'TO REACH FROM EUFAULA, FROM THE MAIN INTERSECTION, GO NORTH
 FH1126'ON U.S. HIGHWAY 69 FOR 4.0 MILES TO A SIDE ROAD RIGHT, TURN
 FH1126'RIGHT AND GO EAST FOR 0.5 MILE TO A T-INTERSECTION, TURN
 FH1126'RIGHT AND GO SOUTH FOR 0.55 MILE TO POINT WHERE MAIN ROAD
 FH1126'TURNS LEFT, TURN LEFT AND GO EAST FOR 4.1 MILES TO CROSSROADS,
 FH1126'TURN RIGHT AND GO SOUTH FOR 1.05 MILES TO A RIGHT TURN, TURN
 FH1126'RIGHT AND GO WEST FOR 0.4 MILE TO A LANE ON LEFT, TURN LEFT
 FH1126'AND GO SOUTH ON LANE FOR 0.2 MILE TO A BOARD GATE ON LEFT,
 FH1126'CONTINUE SOUTH ON OLD ROAD FOR 0.2 MILE TO FORKS, TAKE LEFT
 FH1126'FORK UP HILL AND FOLLOW OLD ROAD FOR ABOUT 0.6 MILE TO
 FH1126'SUMMIT OF HILL.  THE STATION IS ON HIGHEST PART OF HILL
 FH1126'ABOUT 75 YARDS TO THE RIGHT (WEST).
 FH1126
 FH1126                          STATION RECOVERY (1986)
 FH1126
 FH1126'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 FH1126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1144 ***********************************************************************
 FH1144  DESIGNATION -  STANFIELD
 FH1144  PID         -  FH1144
 FH1144  STATE/COUNTY-  OK/WAGONER
 FH1144  COUNTRY     -  US
 FH1144  USGS QUAD   -  COWETA (2018)
 FH1144
 FH1144                         *CURRENT SURVEY CONTROL
 FH1144  ______________________________________________________________________
 FH1144* NAD 83(1993) POSITION- 35 53 34.72484(N) 095 40 10.28967(W)   ADJUSTED
 FH1144* NAVD 88 ORTHO HEIGHT -   237.8   (meters)      780.    (feet) VERTCON3
 FH1144  ______________________________________________________________________
 FH1144  GEOID HEIGHT    -        -29.307 (meters)                     GEOID18
 FH1144  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 FH1144  HORZ ORDER      -  FIRST
 FH1144
 FH1144.The horizontal coordinates were established by classical geodetic methods
 FH1144.and adjusted by the National Geodetic Survey in November 1994.
 FH1144
 FH1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1144
 FH1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1144.GEOID18 height accuracy estimate available here.
 FH1144
 FH1144.Click photographs - Photos may exist for this station.
 FH1144
 FH1144.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1144
 FH1144. The following values were computed from the NAD 83(1993) position.
 FH1144
 FH1144;                    North         East     Units Scale Factor Converg.
 FH1144;SPC OK N     -   101,603.386   810,378.475   MT  0.99995682   +1 22 31.2
 FH1144;SPC OK N     -   333,343.78  2,658,716.71   sFT  0.99995682   +1 22 31.2
 FH1144;UTM  15      - 3,975,370.621   259,049.929   MT  1.00031545   -1 33 57.0
 FH1144
 FH1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1144!SPC OK N     -   0.99996728  x   0.99995682  =   0.99992410
 FH1144!UTM  15      -   0.99996728  x   1.00031545  =   1.00028272
 FH1144
 FH1144:                Primary Azimuth Mark                     Grid Az
 FH1144:SPC OK N     -  LETTERMAN                                005 03 17.6
 FH1144:UTM  15      -  LETTERMAN                                007 59 45.8
 FH1144
 FH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5904975370(NAD 83)
 FH1144
 FH1144|---------------------------------------------------------------------|
 FH1144| PID    Reference Object                     Distance      Geod. Az  |
 FH1144|                                                           dddmmss.s |
 FH1144| GG0821 LETTERMAN                           APPROX.14.4 KM 0062548.8 |
 FH1144| FH1145 COWETA MUNICIPAL TANK               APPROX. 6.8 KM 0140209.4 |
 FH1144| FH1140 PORTER BLACK WATER TANK             APPROX.13.6 KM 1025828.6 |
 FH1144| CI3280 STANFIELD RM 3                       43.452 METERS 15529     |
 FH1144| FH1142 HASKELL MUNICIPAL TANK EAST         APPROX. 8.2 KM 1815442.7 |
 FH1144| FH1143 HASKELL MUNICIPAL TANK WEST         APPROX. 8.0 KM 1835225.9 |
 FH1144| CI3278 STANFIELD RM 1                       21.712 METERS 20903     |
 FH1144| CI3279 STANFIELD RM 2                       22.114 METERS 28427     |
 FH1144|---------------------------------------------------------------------|
 FH1144
 FH1144                          SUPERSEDED SURVEY CONTROL
 FH1144
 FH1144  NAD 83(1986)-  35 53 34.74898(N)    095 40 10.27551(W) AD(       ) 1
 FH1144  NAD 27      -  35 53 34.38400(N)    095 40 09.33700(W) AD(       ) 1
 FH1144  NGVD 29 (07/19/86)  237.5    (m)          779.     (f) VERT ANG       
 FH1144
 FH1144.Superseded values are not recommended for survey control.
 FH1144
 FH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1144.See file dsdata.pdf to determine how the superseded data were derived.
 FH1144
 FH1144_MARKER: DS = TRIANGULATION STATION DISK
 FH1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1144_STAMPING: STANFIELD 1934
 FH1144_MARK LOGO: CGS
 FH1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1144+STABILITY: SURFACE MOTION
 FH1144
 FH1144  HISTORY     - Date     Condition        Report By
 FH1144  HISTORY     - 1934     MONUMENTED       CGS
 FH1144  HISTORY     - 1954     GOOD             SSC
 FH1144  HISTORY     - 1960     GOOD             CGS
 FH1144  HISTORY     - 1969     GOOD             USGS
 FH1144  HISTORY     - 1969     GOOD             CGS
 FH1144
 FH1144                          STATION DESCRIPTION
 FH1144
 FH1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1144'STATION IS LOCATED NEAR THE CENTER OF SEC. 1, T 16 N, R 15 E,
 FH1144'ON THE CENTRAL AND HIGHEST POINT OF A PROMINENT TIMBERED RIDGE ABOUT
 FH1144'5 MILES N OF HASKELL AND 4 MILES S AND .75 MILE W OF COWETA.
 FH1144'IT IS 7.2 FEET NNE OF A 2-FOOT OAK STUMP.
 FH1144'
 FH1144'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS. 1 AND 2 ARE
 FH1144'STANDARD BRONZE DISKS SET IN CONCRETE.
 FH1144'
 FH1144'REFERENCE MARK NO.3 IS A STANDARD BRONZE DISK SET IN CONCRETE
 FH1144'IN A DEPRESSION IN OUTCROPPING BEDROCK.
 FH1144'
 FH1144'TO REACH STATION FROM THE FIRST NATIONAL BANK OF HASKELL, GO
 FH1144'N ON MAIN STREET 0.55 MILE TO A T-FORK AT END OF STREET.  TURN
 FH1144'LEFT AND GO W 0.1 MILE THEN RIGHT AND GO N ON GRAVEL ROAD 4.0
 FH1144'MILES THEN RIGHT AND GO E 0.35 MILE TO A POINT ABOUT 100 YARDS
 FH1144'W OF SCHOOLHOUSE, TURN LEFT ON DIRT TRAIL ACROSS FIELD 0.25
 FH1144'MILE TO RAGANS HOUSE.  TURN LEFT THROUGH GATE AND FOLLOW
 FH1144'ROAD N 0.2 MILE.  TAKE LEFT FORK 0.1 MILE TO TOP OF HILL.
 FH1144'TAKE RIGHT FORK ON DIM TRAIL AND FOLLOW 0.1 MILE TO STATION
 FH1144'ON LEFT.
 FH1144'
 FH1144'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 FH1144
 FH1144                          STATION RECOVERY (1954)
 FH1144
 FH1144'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1954 (RJP)
 FH1144'STATION RECOVERED SEISMOGRAPH SERVICE CORP.
 FH1144'
 FH1144'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 FH1144'2-FT. OAK STUMP, MENTIONED IN THE DESCRIPTION, HAS BEEN BURNED
 FH1144'OUT, AND THE TIMBERED RIDGE IS HEAVILY OVERGROWN WITH BRUSH.
 FH1144'INSTRUCTIONS FOR REACHING THE STATION SHOULD READ AS FOLLOWS-
 FH1144'
 FH1144'TO REACH THE STATION FROM THE FIRST NATIONAL BANK OF HASKELL,
 FH1144'GO N ON MAIN STREET FOR 0.55 MI. TO A T-FORK AT THE END OF
 FH1144'THE STREET.  TURN LEFT AND GO W FOR 0.1 MI., THEN RIGHT AND
 FH1144'GO N ON A GRAVEL ROAD FOR 4 MI., THEN RIGHT AND GO E FOR 0.4
 FH1144'MI. TO A POINT 100 FT. W OF A SCHOOLHOUSE.  TURN LEFT AND GO
 FH1144'N FOR 0.3 MI. TO A CLEARING ON THE SUMMIT OF A RIDGE.  TURN
 FH1144'RIGHT AND GO E FOR 0.15 MI. THROUGH DENSE BRUSH TO THE STATION.
 FH1144
 FH1144                          STATION RECOVERY (1960)
 FH1144
 FH1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1144'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1144'CONDITION.  THERE ARE THREE REFERENCE MARKS AT THIS STATION
 FH1144'AND NO AZIMUTH MARK.
 FH1144'
 FH1144'TO REACH FROM HASKELL, FROM THE FIRST NATIONAL BANK, GO NORTH
 FH1144'AND NORTHWEST ON U.S. HIGHWAY 64 FOR 0.4 MILE TO FORKS, TAKE
 FH1144'RIGHT FORK AND GO NORTH ON GRAVEL ROAD FOR 4.15 MILES TO
 FH1144'FORKS, TAKE RIGHT FORKS, TAKE RIGHT FORK AND GO EAST ON HIGHWAY
 FH1144'FOR 0.55 MILE TO A GATE ON LEFT AT SOUTHWEST CORNER OF SCHOOL
 FH1144'GROUNDS, TURN LEFT THROUGH GATE AND GO NORTHERLY ON TRACK
 FH1144'ROAD FOR 0.2 MILE TO END OF TRUCK TRAVEL AT AN OLD VACANT
 FH1144'HOUSE.  PACK NORTH ABOUT 0.15 MILE TO TOP OF RIDGE THEN
 FH1144'NORTH-NORTHEAST ALONG CREST OF RIDGE FOR ABOUT 0.25 MILE TO
 FH1144'HIGHEST POINT AND STATION.
 FH1144
 FH1144                          STATION RECOVERY (1969)
 FH1144
 FH1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FH1144'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 FH1144'DISTANCE TO RM 1 CHECKED BY 0.04 FT., RM 2 CHECKED 0.04 FT.,
 FH1144'RM 3 CHECKED 0.04 FT.  DIRECTION TO RM 1 CHECKED PLUS 12.53
 FH1144'SEC IN AZIMUTH, RM 2 CHECKED -24.80 SEC IN AZIMUTH, RM 3
 FH1144'CHECKED PLUS 74.00 SEC IN AZIMUTH.
 FH1144
 FH1144                          STATION RECOVERY (1969)
 FH1144
 FH1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLD)
 FH1144'STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK AND BOTH
 FH1144'REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  NO
 FH1144'AZIMUTH MARK SET AT THIS STATION.  MEASURED QUANTITIES WERE AS
 FH1144'SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0930 ***********************************************************************
 EK0930  DESIGNATION -  STAPP
 EK0930  PID         -  EK0930
 EK0930  STATE/COUNTY-  OK/LE FLORE
 EK0930  COUNTRY     -  US
 EK0930  USGS QUAD   -  HONTUBBY (2018)
 EK0930
 EK0930                         *CURRENT SURVEY CONTROL
 EK0930  ______________________________________________________________________
 EK0930* NAD 83(1997) POSITION- 34 45 20.03221(N) 094 37 23.56076(W)   ADJUSTED
 EK0930* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 EK0930  ______________________________________________________________________
 EK0930  GEOID HEIGHT    -        -31.508 (meters)                     GEOID18
 EK0930  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 EK0930  HORZ ORDER      -  THIRD
 EK0930
 EK0930.The horizontal coordinates were established by classical geodetic methods
 EK0930.and adjusted by the National Geodetic Survey in September 1999.
 EK0930
 EK0930.The orthometric height was scaled from a topographic map.
 EK0930
 EK0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0930.GEOID18 height accuracy estimate available here.
 EK0930
 EK0930.Click photographs - Photos may exist for this station.
 EK0930
 EK0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0930
 EK0930. The following values were computed from the NAD 83(1997) position.
 EK0930
 EK0930;                    North         East     Units Scale Factor Converg.
 EK0930;SPC OK S     -   162,929.937   909,098.656   MT  0.99994040   +1 55 00.2
 EK0930;SPC OK S     -   534,545.97  2,982,601.17   sFT  0.99994040   +1 55 00.2
 EK0930;UTM  15      - 3,847,136.547   351,433.139   MT  0.99987205   -0 55 31.9
 EK0930
 EK0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0930!SPC OK S     -   0.99997338  x   0.99994040  =   0.99991378
 EK0930!UTM  15      -   0.99997338  x   0.99987205  =   0.99984543
 EK0930
 EK0930:                Primary Azimuth Mark                     Grid Az
 EK0930:SPC OK S     -  S 167                                    194 53 38.1
 EK0930:UTM  15      -  S 167                                    197 44 10.2
 EK0930
 EK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5143347136(NAD 83)
 EK0930
 EK0930|---------------------------------------------------------------------|
 EK0930| PID    Reference Object                     Distance      Geod. Az  |
 EK0930|                                                           dddmmss.s |
 EK0930| CX6317 STAPP RM 1                           12.703 METERS 04554     |
 EK0930| EK0358 S 167                                              1964838.3 |
 EK0930| CX6318 STAPP RM 2                           16.632 METERS 20607     |
 EK0930| EK0937 WINDING STAIR MTN LOT               APPROX. 7.1 KM 2234952.5 |
 EK0930|---------------------------------------------------------------------|
 EK0930
 EK0930                          SUPERSEDED SURVEY CONTROL
 EK0930
 EK0930  NAD 83(1993)-  34 45 20.03328(N)    094 37 23.55982(W) AD(       ) 3
 EK0930  NAD 83(1986)-  34 45 20.03480(N)    094 37 23.55139(W) AD(       ) 3
 EK0930  NAD 27      -  34 45 19.66900(N)    094 37 22.75000(W) AD(       ) 3
 EK0930
 EK0930.Superseded values are not recommended for survey control.
 EK0930
 EK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0930.See file dsdata.pdf to determine how the superseded data were derived.
 EK0930
 EK0930_MARKER: DS = TRIANGULATION STATION DISK
 EK0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0930_STAMPING: STAPP 1952
 EK0930_MARK LOGO: CGS
 EK0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0930+STABILITY: SURFACE MOTION
 EK0930
 EK0930  HISTORY     - Date     Condition        Report By
 EK0930  HISTORY     - 1952     MONUMENTED       CGS
 EK0930  HISTORY     - 1957     POOR             USGS
 EK0930  HISTORY     - 1959     GOOD             CGS
 EK0930
 EK0930                          STATION DESCRIPTION
 EK0930
 EK0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0930'STATION IS LOCATED ABOUT 6 MILES SOUTH OF HODGENS AND 5-1/2
 EK0930'MILES NORTHWEST OF PAGE.  ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EK0930'270 AND AT STAPP SIDING OF THE KANSAS CITY SOUTHERN RAILROAD.
 EK0930'IT IS OFF OF A CURVE OF THE HIGHWAY, 35 FEET EAST OF THE
 EK0930'CENTERLINE OF THE HIGHWAY, 14.8 FEET WEST OF THE RIGHT-OF-WAY
 EK0930'FENCE LINE, AND 36 FEET SOUTHWEST OF A POWER-LINE POLE WITH
 EK0930'A TRIANGLE BLAZE ON THE WEST SIDE.  THE MARK PROJECTS ABOUT
 EK0930'2 INCHES AND THE DISC IS STAMPED, STAPP 1952.
 EK0930'
 EK0930'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF THE HIGHWAY,
 EK0930'51 FEET EAST OF ITS CENTERLINE, 2 FEET WEST OF THE RIGHT-OF-WAY
 EK0930'FENCE LINE, AND 6 FEET NORTH OF A POWER-LINE-POLE WITH A
 EK0930'TRIANGLE BLAZE ON ITS WEST SIDE.  THE MARK PROJECTS ABOUT
 EK0930'3 INCHES AND THE DISC IS STAMPED, STAPP NO 1 1952.
 EK0930'
 EK0930'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF THE HIGHWAY,
 EK0930'45 FEET EAST OF ITS CENTERLINE, 8 FEET WEST OF THE RIGHT-OF-WAY
 EK0930'FENCE, AND 20 FEET EAST OF THE MOST WESTERLY OF TWO TREES.
 EK0930'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED,
 EK0930'STAPP NO 2 1952.
 EK0930'
 EK0930'BENCH MARK S-167 1934 IS A STANDARD BENCH MARK DISC SET IN
 EK0930'THE TOP OF A CONCRETE RETAINING WALL OF A CULVERT THAT DRAINS
 EK0930'UNDER THE RAILROAD TRACKS.  IT IS FLUSH WITH THE SURFACE
 EK0930'OF THE CONCRETE AND IS STAMPED, S-167 1934.  IT IS LOCATED
 EK0930'BETWEEN THE MAIN LINE AND THE SIDE TRACKS OF STAPP SIDING,
 EK0930'4.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACKS AND 23.1
 EK0930'FEET SOUTH OF CONCRETE MILE POST NO. 349.  THIS MARK WAS
 EK0930'USED AS AN AZIMUTH MARK.
 EK0930'
 EK0930'STATION WAS REACHED FROM A POINT OPPOSITE THE RAILROAD STATION
 EK0930'IN PAGE ON U.S. HIGHWAY 270 BY GOING NORTHWESTERLY ON HIGHWAY
 EK0930'FOR 6.2 MILES TO STAPP HILL TRADING POST ON THE LEFT AND
 EK0930'THE STATION SITE ON THE RIGHT AS DESCRIBED ABOVE.
 EK0930'
 EK0930'TO REACH THE BENCH MARK FROM THE STATION, GO SOUTH FOR ABOUT
 EK0930'50 YARDS TO A SIDE ROAD ON THE LEFT.  TURN LEFT, DOWN GRADE,
 EK0930'AND FOLLOW MAIN ROAD ACROSS TRACKS, THEN RIGHT, ALONG SIDE
 EK0930'OF THE RAILROAD TRACKS TO A SMALL TRESTLE, MILE POST 349,
 EK0930'AND THE SITE OF THE MARK.
 EK0930'
 EK0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0930
 EK0930                          STATION RECOVERY (1957)
 EK0930
 EK0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EK0930'HIGHWAY 270 HAS BEEN REBUILT AND MADE WIDER.  STATION HAS
 EK0930'BEEN HIT WITH ROAD EQUIPMENT, CONCRETE HAS BEEN CRACKED AWAY
 EK0930'FROM TABLET ON NORTHEAST SIDE, BUT TABLET IS STILL SOLID AND
 EK0930'BELIEVED OKAY.  REFERENCE MARK NO. 2 NOT FOUND.  BELIEVED
 EK0930'TO BE COVERED UP, BUT IS STILL PROBABLY GOOD.
 EK0930
 EK0930                          STATION RECOVERY (1959)
 EK0930
 EK0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0930'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EK0930'THE STATION MARK IS EAST OF THE CENTER OF A CURVE AND IS ON
 EK0930'THE OPPOSITE SIDE OF THE HIGHWAY FROM THE PLEDGER STORE AND
 EK0930'PHILLIPS SERVICE STATION.  THE HIGHWAY HAS BEEN MOVED SLIGHTLY
 EK0930'TO THE WEST AND THE STATION MARK IS 73 FEET EAST OF THE
 EK0930'CENTERLINE.  REFERENCE MARKS RECOVERED AS DESCRIBED EXCEPT
 EK0930'R.M. NO. 2 IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EK0930'THE AZIMUTH MARK (B.M. S 167) FOUND IN GOOD CONDITION.
 EK0930'
 EK0930'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0985 ***********************************************************************
 FJ0985  DESIGNATION -  STAR
 FJ0985  PID         -  FJ0985
 FJ0985  STATE/COUNTY-  OK/OKLAHOMA
 FJ0985  COUNTRY     -  US
 FJ0985  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0985
 FJ0985                         *CURRENT SURVEY CONTROL
 FJ0985  ______________________________________________________________________
 FJ0985* NAD 83(1993) POSITION- 35 29 35.44106(N) 097 22 34.16775(W)   ADJUSTED
 FJ0985* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ0985  ______________________________________________________________________
 FJ0985  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0985  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 FJ0985  HORZ ORDER      -  FIRST
 FJ0985
 FJ0985.The horizontal coordinates were established by classical geodetic methods
 FJ0985.and adjusted by the National Geodetic Survey in November 1994.
 FJ0985
 FJ0985.The orthometric height was scaled from a topographic map.
 FJ0985
 FJ0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0985.GEOID18 height accuracy estimate available here.
 FJ0985
 FJ0985.Click photographs - Photos may exist for this station.
 FJ0985
 FJ0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0985
 FJ0985. The following values were computed from the NAD 83(1993) position.
 FJ0985
 FJ0985;                    North         East     Units Scale Factor Converg.
 FJ0985;SPC OK N     -    54,901.742   656,606.028   MT  1.00001415   +0 22 05.4
 FJ0985;SPC OK N     -   180,123.47  2,154,214.94   sFT  1.00001415   +0 22 05.4
 FJ0985;UTM  14      - 3,928,948.903   647,290.222   MT  0.99986735   +0 56 34.7
 FJ0985
 FJ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0985!SPC OK N     -   0.99994412  x   1.00001415  =   0.99995827
 FJ0985!UTM  14      -   0.99994412  x   0.99986735  =   0.99981148
 FJ0985
 FJ0985:                Primary Azimuth Mark                     Grid Az
 FJ0985:SPC OK N     -  STAR 2 AZ MK                             267 29 31.7
 FJ0985:UTM  14      -  STAR 2 AZ MK                             266 55 02.4
 FJ0985
 FJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4729028948(NAD 83)
 FJ0985
 FJ0985|---------------------------------------------------------------------|
 FJ0985| PID    Reference Object                     Distance      Geod. Az  |
 FJ0985|                                                           dddmmss.s |
 FJ0985| CL5469 STAR RM 1                            19.301 METERS 02833     |
 FJ0985| FJ0987 22 H 10 TT                            9.118 METERS 09641     |
 FJ0985| FJ0998 TINKER AFB CONTROL TOWER            APPROX. 7.5 KM 1875513.6 |
 FJ0985| FJ0994 MIDWEST CITY HOLMAN TANK            APPROX. 1.8 KM 1904650.7 |
 FJ0985| FJ0993 TINKER AFB S TANK OF TWO            APPROX. 6.7 KM 1940224.1 |
 FJ0985| FJ0992 MIDWEST CITY MUNICIPAL TANK         APPROX. 6.4 KM 1995535.8 |
 FJ0985| FJ1006 STAR 2                               36.866 METERS 20152     |
 FJ0985| FJ0999 TINKER AFB RACON ANTENNA            APPROX. 5.6 KM 2080056.4 |
 FJ0985| FJ0990 OKLA CITY RAD STA KLPR MAST         APPROX.16.2 KM 2233518.7 |
 FJ0985| FJ0997 OKLA CITY RAD STA KKN 229 MAST      APPROX.11.9 KM 2304340.5 |
 FJ0985| FJ1005 OKLA CITY RAD STA KKE 587 MAST      APPROX.11.8 KM 2311416.3 |
 FJ0985| FJ1002 OKLA CITY RAD STA KKC 628 MAST      APPROX. 5.2 KM 2510516.0 |
 FJ0985| FJ0988 OKLA CITY RAD STA KTOW MAST         APPROX. 9.9 KM 2523022.0 |
 FJ0985| FJ1013 OKLA CITY RADIO STA KOCY MAST       APPROX.13.3 KM 2633052.6 |
 FJ0985| FJ0692 STAR 2 AZ MK                        APPROX. 0.6 KM 2675137.1 |
 FJ0985| CL5470 STAR RM 2                            23.539 METERS 27108     |
 FJ0985| FJ0986 OKLAHOMA COUNTY HOME TANK           APPROX. 2.0 KM 2751611.8 |
 FJ0985| FJ0868 OKLA CITY RAD STA KBYE MAST         APPROX. 9.7 KM 2934858.0 |
 FJ0985| FJ0864 RNG TINKER TIK                      APPROX. 1.8 KM 3453400.5 |
 FJ0985|---------------------------------------------------------------------|
 FJ0985
 FJ0985                          SUPERSEDED SURVEY CONTROL
 FJ0985
 FJ0985  NAD 83(1986)-  35 29 35.44712(N)    097 22 34.15009(W) AD(       ) 1
 FJ0985  NAD 27      -  35 29 35.22648(N)    097 22 33.02193(W) AD(       ) 1
 FJ0985
 FJ0985.Superseded values are not recommended for survey control.
 FJ0985
 FJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0985.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0985
 FJ0985_MARKER: DS = TRIANGULATION STATION DISK
 FJ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0985_STAMPING: STAR 1955
 FJ0985_MARK LOGO: CGS
 FJ0985_PROJECTION: FLUSH
 FJ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0985+STABILITY: SURFACE MOTION
 FJ0985
 FJ0985  HISTORY     - Date     Condition        Report By
 FJ0985  HISTORY     - 1955     MONUMENTED       CGS
 FJ0985  HISTORY     - 1957     POOR             CGS
 FJ0985
 FJ0985                          STATION DESCRIPTION
 FJ0985
 FJ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0985'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF OKLAHOMA
 FJ0985'CITY, 2 MILES SOUTH OF SPENCER, AND IN THE NORTHERN RIGHT-OF-WAY
 FJ0985'OF STATE HIGHWAYS 62 AND 270.
 FJ0985'
 FJ0985'REACHED FROM THE STATE CAPITOL BUILDING IN THE NORTHERN
 FJ0985'EDGE OF OKLAHOMA CITY BY GOING EAST ON STATE HIGHWAYS 62
 FJ0985'AND 270 FOR 6.9 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 FJ0985'CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 0.3 MILE TO THE STATION
 FJ0985'ON THE LEFT.  (THIS IS 0.3 MILE WEST OF THE STAR SCHOOL
 FJ0985'BUILDING).
 FJ0985'
 FJ0985'THE STATION MARK IS 80 FEET EAST OF TELEPHONE POLE NO. 76,
 FJ0985'40 FEET NORTH OF THE CENTER LINE OF HIGHWAYS 62 AND 270, AND
 FJ0985'3 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS FLUSH WITH
 FJ0985'THE GROUND SURFACE, AND THE DISK IS STAMPED STAR 1955.
 FJ0985'
 FJ0985'REFERENCE MARK NO. 1 IS 80 FEET NORTH OF THE CENTER LINE
 FJ0985'OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, PROJECTS 2 INCHES,
 FJ0985'AND THE DISK IS STAMPED STAR NO 1 1955.
 FJ0985'
 FJ0985'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE CENTER LINE OF
 FJ0985'THE HIGHWAY, 2 FEET EAST OF TELEPHONE POLE NO. 76, PROJECTS
 FJ0985'2 INCHES, AND THE DISK IS STAMPED STAR NO 2 1955.
 FJ0985'
 FJ0985'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER LINE OF THE
 FJ0985'HIGHWAY, 9 FEET EAST OF POWER POLE NO. 7620, 2 FEET EAST OF
 FJ0985'A WITNESS POST, 1 FOOT NORTH OF A FENCE, PROJECTS 3 INCHES,
 FJ0985'AND THE DISK IS STAMPED STAR 1955.
 FJ0985'
 FJ0985'22 H 10 TT 1936, A STANDARD U.S.C. AND G.S. AND STATE SURVEY
 FJ0985'DISK, IS 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FJ0985'9 FEET WEST OF TELEPHONE POLE NO. 77, AND 1 FOOT NORTH
 FJ0985'OF A FENCE.  THE DISK IS STAMPED 22 H 10 TT 1936, AND THE
 FJ0985'MARK PROJECTS 6 INCHES.  NOTE- THIS MARK HAS BEEN HIT BY A
 FJ0985'ROAD GRADER AND IS APPROXIMATELY 8 INCHES OUT OF ITS ORIGINAL
 FJ0985'POSITION.
 FJ0985'
 FJ0985'IT IS IN THE SOUTH SIDE OF THE SE 1/4 OF SEC. 23, T 12 N.,
 FJ0985'R 2 W.
 FJ0985
 FJ0985                          STATION RECOVERY (1957)
 FJ0985
 FJ0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0985'SURFACE STATION MARK AND BOTH REFERENCE MARKS NO. 1 AND NO.
 FJ0985'2 WERE FOUND LYING ON THE TOP OF THE GROUND.  THESE MARKS
 FJ0985'WERE DUG UP DURING EXCAVATION FOR A NEW HOUSING PROJECT.
 FJ0985'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 FJ0985'IT WAS LEFT IN PLACE AND RE-STAMPED STAR 2 1957.
 FJ0985'
 FJ0985'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 FJ0985'A NEW STATION STAR 2 WAS ESTABLISHED DIRECTLY ACROSS HIGHWAY
 FJ0985'AND A TRAVERSE CONNECTION MADE TO THE UNDERGROUND MARK OF
 FJ0985'STATION STAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1006 ***********************************************************************
 FJ1006  DESIGNATION -  STAR 2
 FJ1006  PID         -  FJ1006
 FJ1006  STATE/COUNTY-  OK/OKLAHOMA
 FJ1006  COUNTRY     -  US
 FJ1006  USGS QUAD   -  MIDWEST CITY (2018)
 FJ1006
 FJ1006                         *CURRENT SURVEY CONTROL
 FJ1006  ______________________________________________________________________
 FJ1006* NAD 83(1993) POSITION- 35 29 34.33092(N) 097 22 34.71252(W)   ADJUSTED
 FJ1006* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 FJ1006  ______________________________________________________________________
 FJ1006  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ1006  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 FJ1006  HORZ ORDER      -  SECOND
 FJ1006
 FJ1006.The horizontal coordinates were established by classical geodetic methods
 FJ1006.and adjusted by the National Geodetic Survey in November 1994.
 FJ1006
 FJ1006.The orthometric height was scaled from a topographic map.
 FJ1006
 FJ1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1006.GEOID18 height accuracy estimate available here.
 FJ1006
 FJ1006.Click photographs - Photos may exist for this station.
 FJ1006
 FJ1006.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1006
 FJ1006. The following values were computed from the NAD 83(1993) position.
 FJ1006
 FJ1006;                    North         East     Units Scale Factor Converg.
 FJ1006;SPC OK N     -    54,867.440   656,592.517   MT  1.00001421   +0 22 05.0
 FJ1006;SPC OK N     -   180,010.93  2,154,170.62   sFT  1.00001421   +0 22 05.0
 FJ1006;UTM  14      - 3,928,914.472   647,277.058   MT  0.99986730   +0 56 34.4
 FJ1006
 FJ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1006!SPC OK N     -   0.99994444  x   1.00001421  =   0.99995865
 FJ1006!UTM  14      -   0.99994444  x   0.99986730  =   0.99981174
 FJ1006
 FJ1006:                Primary Azimuth Mark                     Grid Az
 FJ1006:SPC OK N     -  STAR 2 AZ MK                             270 44 30.7
 FJ1006:UTM  14      -  STAR 2 AZ MK                             270 10 01.3
 FJ1006
 FJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4727728914(NAD 83)
 FJ1006
 FJ1006|---------------------------------------------------------------------|
 FJ1006| PID    Reference Object                     Distance      Geod. Az  |
 FJ1006|                                                           dddmmss.s |
 FJ1006| FJ0985 STAR                                 36.866 METERS 02152     |
 FJ1006| CL5473 STAR 2 RM 3                          15.810 METERS 05130     |
 FJ1006| FJ0968 AIRPORT BCN TINKER AFB              APPROX. 9.3 KM 1775630.5 |
 FJ1006| FJ0991 TINKER AFB RADAR ANTENNA            APPROX. 8.4 KM 1815626.0 |
 FJ1006| FJ0994 MIDWEST CITY HOLMAN TANK            APPROX. 1.7 KM 1903253.8 |
 FJ1006| FJ0692 STAR 2 AZ MK                        APPROX. 0.6 KM 2710635.7 |
 FJ1006| CL5474 STAR 2 RM 4                          32.388 METERS 28654     |
 FJ1006|---------------------------------------------------------------------|
 FJ1006
 FJ1006                          SUPERSEDED SURVEY CONTROL
 FJ1006
 FJ1006  NAD 83(1986)-  35 29 34.33697(N)    097 22 34.69486(W) AD(       ) 2
 FJ1006  NAD 27      -  35 29 34.11624(N)    097 22 33.56667(W) AD(       ) 2
 FJ1006
 FJ1006.Superseded values are not recommended for survey control.
 FJ1006
 FJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1006.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1006
 FJ1006_MARKER: DS = TRIANGULATION STATION DISK
 FJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1006_STAMPING: STAR 2 1957
 FJ1006_MARK LOGO: CGS
 FJ1006_PROJECTION: FLUSH
 FJ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1006+STABILITY: SURFACE MOTION
 FJ1006
 FJ1006  HISTORY     - Date     Condition        Report By
 FJ1006  HISTORY     - 1957     MONUMENTED       CGS
 FJ1006  HISTORY     - 1961     GOOD             CGS
 FJ1006
 FJ1006                          STATION DESCRIPTION
 FJ1006
 FJ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1006'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF
 FJ1006'OKLAHOMA CITY AND 2 MILES SOUTH OF SPENCER, ON THE SOUTH
 FJ1006'SIDE OF STATE HIGHWAYS 62 AND 270.
 FJ1006'
 FJ1006'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN
 FJ1006'OKLAHOMA CITY, GO EAST ON STATE HIGHWAYS 62 AND 270 FOR 6.9 MILES
 FJ1006'TO THE AZIMUTH MARK ON THE RIGHT- CONTINUE STRAIGHT AHEAD,
 FJ1006'EAST FOR 0.25 MILE TO A FARM HOUSE ON THE RIGHT AND STATION
 FJ1006'ON THE RIGHT.  (THIS IS 0.3 MILE WEST OF THE STAR SCHOOL
 FJ1006'BUILDING).
 FJ1006'
 FJ1006'STATION MARKS ARE STANDARD DISKS, STAMPED STAR 2 1957.  THE
 FJ1006'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE
 FJ1006'POST FLUSH WITH THE GROUND.  IT IS 46-1/2 FEET NORTHWEST
 FJ1006'OF THE NORTHWEST CORNER OF THE FARM HOUSE AND 73 FEET SOUTH
 FJ1006'OF THE CENTERLINE OF THE HIGHWAY.  THE UNDERGROUND MARK IS
 FJ1006'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 FJ1006'GROUND SURFACE.
 FJ1006'
 FJ1006'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED STAR 2 NO 3
 FJ1006'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1006'PROJECTING 2 INCHES.  IT IS 57 FEET NORTH OF THE NORTHWEST
 FJ1006'CORNER OF THE FARM HOUSE, 41 FEET SOUTH OF THE CENTERLINE
 FJ1006'OF THE HIGHWAY AND 2 FEET NORTH OF A GAS METER.
 FJ1006'
 FJ1006'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED STAR 2 NO 4
 FJ1006'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1006'PROJECTING 7 INCHES.  IT IS 43 FEET SOUTH OF THE CENTERLINE
 FJ1006'OF THE HIGHWAY, 2-1/2 FEET EAST OF TELEPHONE POLE NO. 306
 FJ1006'AND 1 FOOT EAST OF A WHITE WITNESS POST.
 FJ1006'
 FJ1006'THE AZIMUTH MARK IS A STANDARD DISK, RE-STAMPED STAR 2 1957,
 FJ1006'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1006'3 INCHES.  IT IS 45 FEET SOUTH OF THE CENTERLINE OF THE
 FJ1006'HIGHWAY, 9 FEET EAST OF POWERLINE POLE NO. 77 AND 2 FEET
 FJ1006'EAST OF A WHITE WITNESS POST.  NOTE- THIS IS THE ORIGINAL
 FJ1006'AZIMUTH MARK ESTABLISHED FOR STAR 1955.  IT WAS LEFT IN
 FJ1006'PLACE AND RE-STAMPED AS NOTED ABOVE.
 FJ1006'
 FJ1006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ1006
 FJ1006                          STATION RECOVERY (1961)
 FJ1006
 FJ1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 FJ1006'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 FJ1006'MARK 2 WERE RECOVERED, FOUND TO BE AS DESCRIBED IN 1957
 FJ1006'AND IN GOOD CONDITION.  THE 1957 ROUTE WAS FOUND TO BE ADEQUATE.
 FJ1006'
 FJ1006'THE LINE TO THE AZIMUTH MARK IS BLOCKED BY THREE DIFFERENT
 FJ1006'SMALL GROUPS OF TREES WHICH HAVE TO BE TIED TO ONE SIDE
 FJ1006'WHEN OBSERVATIONS ARE MADE UPON IT.
 FJ1006'
 FJ1006'THE MIDWEST CITY MUNICIPAL TANK OBSERVED UPON FOR AN
 FJ1006'ADDITIONAL AZIMUTH IS SITUATED ON THE EAST SIDE OF WOODSIDE
 FJ1006'DRIVE, 0.1 MILE SOUTH OF THE INTERSECTION OF WOODSIDE DRIVE
 FJ1006'AND NE 10TH.  IT IS AN ELEVATED STRUCTURE, SUPPORTED BY
 FJ1006'4 STEEL LEGS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0751 ***********************************************************************
 GG0751  DESIGNATION -  STATE
 GG0751  PID         -  GG0751
 GG0751  STATE/COUNTY-  OK/CRAIG
 GG0751  COUNTRY     -  US
 GG0751  USGS QUAD   -  WELCH NW (2019)
 GG0751
 GG0751                         *CURRENT SURVEY CONTROL
 GG0751  ______________________________________________________________________
 GG0751* NAD 83(1997) POSITION- 36 59 38.81290(N) 095 14 43.89605(W)   ADJUSTED
 GG0751* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 GG0751  ______________________________________________________________________
 GG0751  GEOID HEIGHT    -        -29.638 (meters)                     GEOID18
 GG0751  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GG0751  HORZ ORDER      -  SECOND
 GG0751
 GG0751.The horizontal coordinates were established by classical geodetic methods
 GG0751.and adjusted by the National Geodetic Survey in October 1998.
 GG0751
 GG0751.The orthometric height was scaled from a topographic map.
 GG0751
 GG0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0751.GEOID18 height accuracy estimate available here.
 GG0751
 GG0751.Click photographs - Photos may exist for this station.
 GG0751
 GG0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0751
 GG0751. The following values were computed from the NAD 83(1997) position.
 GG0751
 GG0751;                    North         East     Units Scale Factor Converg.
 GG0751;SPC OK N     -   224,743.148   845,178.392   MT  1.00004942   +1 37 32.0
 GG0751;SPC OK N     -   737,344.81  2,772,889.44   sFT  1.00004942   +1 37 32.0
 GG0751;UTM  15      - 4,096,576.458   300,172.228   MT  1.00009194   -1 21 06.0
 GG0751
 GG0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0751!SPC OK N     -   0.99995677  x   1.00004942  =   1.00000619
 GG0751!UTM  15      -   0.99995677  x   1.00009194  =   1.00004870
 GG0751
 GG0751:                Primary Azimuth Mark                     Grid Az
 GG0751:SPC OK N     -  STATE AZ MK                              359 01 47.0
 GG0751:UTM  15      -  STATE AZ MK                              002 00 25.0
 GG0751
 GG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0017296576(NAD 83)
 GG0751
 GG0751|---------------------------------------------------------------------|
 GG0751| PID    Reference Object                     Distance      Geod. Az  |
 GG0751|                                                           dddmmss.s |
 GG0751| CI3290 STATE AZ MK                                        0003919.0 |
 GG0751| CI3291 STATE RM 1                           41.602 METERS 00308     |
 GG0751| CI3292 STATE RM 2                            9.394 METERS 10851     |
 GG0751|---------------------------------------------------------------------|
 GG0751
 GG0751                          SUPERSEDED SURVEY CONTROL
 GG0751
 GG0751  NAD 83(1993)-  36 59 38.81649(N)    095 14 43.89621(W) AD(       ) 2
 GG0751  NAD 83(1986)-  36 59 38.83032(N)    095 14 43.88299(W) AD(       ) 2
 GG0751  NAD 27      -  36 59 38.56778(N)    095 14 43.00433(W) AD(       ) 2
 GG0751
 GG0751.Superseded values are not recommended for survey control.
 GG0751
 GG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0751.See file dsdata.pdf to determine how the superseded data were derived.
 GG0751
 GG0751_MARKER: DS = TRIANGULATION STATION DISK
 GG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0751_STAMPING: STATE 1958
 GG0751_MARK LOGO: CGS
 GG0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0751+STABILITY: SURFACE MOTION
 GG0751
 GG0751  HISTORY     - Date     Condition        Report By
 GG0751  HISTORY     - 1958     MONUMENTED       CGS
 GG0751
 GG0751                          STATION DESCRIPTION
 GG0751
 GG0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0751'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF EDNA, KANSAS,
 GG0751'AND 4 MILES SOUTH-SOUTHWEST OF BARTLETT, KANSAS.  IT IS 30
 GG0751'FEET WEST OF A NORTH-SOUTH WIRE FENCE LINE, 13 FEET WEST OF
 GG0751'THE CENTER OF A LANE AND 3 FEET EAST OF A NORTH-SOUTH WIRE
 GG0751'FENCE LINE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF
 GG0751'THE GROUND AND IS STAMPED STATE 1958.
 GG0751'
 GG0751'REFERENCE MARK NO. 1 IS 22 FEET WEST OF A NORTH-SOUTH WIRE
 GG0751'FENCE LINE, 11 FEET EAST OF A NORTH-SOUTH WIRE FENCE LINE
 GG0751'AND 9 FEET WEST OF THE CENTER OF A LANE.  THE MARK IS CEMENTED
 GG0751'IN A DRILLHOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 GG0751'OF THE GROUND AND IS STAMPED STATE NO 1 1958.
 GG0751'
 GG0751'REFERENCE MARK NO. 2 IS 32 FEET EAST OF A NORTH-SOUTH FENCE
 GG0751'LINE, 16 FEET EAST OF THE CENTER OF A LANE AND 1 FOOT WEST
 GG0751'OF A NORTH-SOUTH WIRE FENCE LINE.  THE MARK PROJECTS 3 INCHES
 GG0751'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED STATE NO 2
 GG0751'1958.
 GG0751'
 GG0751'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF A GRAVELED
 GG0751'ROAD, 18 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF
 GG0751'A EAST-WEST WIRE FENCE LINE.  THE MARK PROJECTS 3 INCHES
 GG0751'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED STATE 1958.
 GG0751'
 GG0751'TO REACH FROM THE POST OFFICE IN BARTLETT, KANSAS, GO SOUTH
 GG0751'ON STATE HIGHWAY 134 FOR 0.3 MILE TO THE JUNCTION OF STATE
 GG0751'HIGHWAY 134 AND U.S. HIGHWAY 166 AND END OF STATE HIGHWAY 134,
 GG0751'TURN RIGHT WEST ON U.S. HIGHWAY 166 AND GO 2.2 MILES TO
 GG0751'CROSSROADS, TURN LEFT SOUTH ON GRAVELED ROAD AND GO 3.4 MILES
 GG0751'TO A T ROAD, TURN LEFT EAST AND GO 0.25 MILE TO AZIMUTH MARK
 GG0751'ON THE LEFT AS DESCRIBED AND A TRACK ROAD RIGHT, TURN RIGHT
 GG0751'SOUTH ON TRACK ROAD AND GO 0.35 MILE UP SMALL GRADE AND
 GG0751'STATION ON THE RIGHT AS DESCRIBED.
 GG0751'
 GG0751'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0855 ***********************************************************************
 EL0855  DESIGNATION -  STATE INDUSTRIAL SCHOOL TANK
 EL0855  PID         -  EL0855
 EL0855  STATE/COUNTY-  OK/GARVIN
 EL0855  COUNTRY     -  US
 EL0855  USGS QUAD   -  PAULS VALLEY (2018)
 EL0855
 EL0855                         *CURRENT SURVEY CONTROL
 EL0855  ______________________________________________________________________
 EL0855* NAD 83(1993) POSITION- 34 41 28.66279(N) 097 12 26.75958(W)   ADJUSTED
 EL0855  ______________________________________________________________________
 EL0855  GEOID HEIGHT    -        -25.450 (meters)                     GEOID18
 EL0855  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 EL0855  HORZ ORDER      -  THIRD
 EL0855
 EL0855.The horizontal coordinates were established by classical geodetic methods
 EL0855.and adjusted by the National Geodetic Survey in November 1994.
 EL0855
 EL0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0855.GEOID18 height accuracy estimate available here.
 EL0855
 EL0855.Click photographs - Photos may exist for this station.
 EL0855
 EL0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0855
 EL0855. The following values were computed from the NAD 83(1993) position.
 EL0855
 EL0855;                    North         East     Units Scale Factor Converg.
 EL0855;SPC OK S     -   150,915.079   672,617.376   MT  0.99993768   +0 26 59.5
 EL0855;SPC OK S     -   495,127.22  2,206,745.51   sFT  0.99993768   +0 26 59.5
 EL0855;UTM  14      - 3,840,271.926   664,196.148   MT  0.99993230   +1 01 13.7
 EL0855
 EL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6419640271(NAD 83)
 EL0855
 EL0855                          SUPERSEDED SURVEY CONTROL
 EL0855
 EL0855  NAD 83(1986)-  34 41 28.66793(N)    097 12 26.74700(W) AD(       ) 3
 EL0855  NAD 27      -  34 41 28.37000(N)    097 12 25.66600(W) AD(       ) 3
 EL0855  USSD        -  34 41 28.27000(N)    097 12 26.04000(W) AD(       ) 3
 EL0855
 EL0855.Superseded values are not recommended for survey control.
 EL0855
 EL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0855.See file dsdata.pdf to determine how the superseded data were derived.
 EL0855
 EL0855_MARKER: 53 = ELEVATED TANK
 EL0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0855+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0855
 EL0855  HISTORY     - Date     Condition        Report By
 EL0855  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0855  HISTORY     - 1934     GOOD             CGS
 EL0855  HISTORY     - 1954     GOOD             CGS
 EL0855  HISTORY     - 1957     GOOD             CGS
 EL0855  HISTORY     - 20090419 GOOD             GEOCAC
 EL0855
 EL0855                          STATION DESCRIPTION
 EL0855
 EL0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0855'RECOVERED.  NO PREVIOUS DESCRIPTION.
 EL0855
 EL0855                          STATION RECOVERY (1954)
 EL0855
 EL0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0855'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF THE CENTER OF
 EL0855'TOWN OF PAULS VALLEY AND ABOUT 0.2 MILE EAST OF U.S. HIGHWAY 77.
 EL0855'A 4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK PROPER.  IT HAS A
 EL0855'CONICAL ROOF AND AN APPROXIMATE OVERALL HEIGHT OF 100 FEET.
 EL0855'
 EL0855'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0855'
 EL0855'PROBABLY THE SAME AS PRISON FARM, WATER TANK 1920.
 EL0855
 EL0855                          STATION RECOVERY (1957)
 EL0855
 EL0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0855'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EL0855'CONDITION.  IT IS NOW CALLED THE PAULS VALLEY STATE SCHOOL, IN
 EL0855'USE FOR THE HELP OF RETARDED CHILDREN INSTEAD OF A CORRECTIONAL
 EL0855'INSTITUTION.
 EL0855
 EL0855                          STATION RECOVERY (2009)
 EL0855
 EL0855'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1055 ***********************************************************************
 EL1055  CBN         -  This is a Cooperative Base Network Control Station.
 EL1055  DESIGNATION -  STEALY
 EL1055  PID         -  EL1055
 EL1055  STATE/COUNTY-  OK/MCCLAIN
 EL1055  COUNTRY     -  US
 EL1055  USGS QUAD   -  STEALY (2018)
 EL1055
 EL1055                         *CURRENT SURVEY CONTROL
 EL1055  ______________________________________________________________________
 EL1055* NAD 83(2011) POSITION- 34 57 50.53241(N) 097 23 23.99851(W)   ADJUSTED
 EL1055* NAD 83(2011) ELLIP HT-   331.982 (meters)        (06/27/12)   ADJUSTED
 EL1055* NAD 83(2011) EPOCH   -  2010.00
 EL1055* NAVD 88 ORTHO HEIGHT -   358.048 (meters)     1174.70  (feet) ADJUSTED
 EL1055  ______________________________________________________________________
 EL1055  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EL1055  NAD 83(2011) X  -   -673,079.825 (meters)                     COMP
 EL1055  NAD 83(2011) Y  - -5,189,519.180 (meters)                     COMP
 EL1055  NAD 83(2011) Z  -  3,634,788.211 (meters)                     COMP
 EL1055  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 EL1055  DYNAMIC HEIGHT  -        357.699 (meters)     1173.55  (feet) COMP
 EL1055  MODELED GRAVITY -    979,649.2   (mgal)                       NAVD 88
 EL1055
 EL1055  VERT ORDER      -  SECOND    CLASS I
 EL1055
 EL1055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1055  Standards:
 EL1055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1055  -------------------------------------------------------------------
 EL1055  NETWORK    0.77   6.59           0.35   0.27   3.36      0.01349609
 EL1055  -------------------------------------------------------------------
 EL1055  Click here for local accuracies and other accuracy information.
 EL1055
 EL1055.The horizontal coordinates were established by GPS observations
 EL1055.and adjusted by the National Geodetic Survey in June 2012.
 EL1055
 EL1055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1055.been affixed to the stable North American tectonic plate. See 
 EL1055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1055
 EL1055.The horizontal coordinates are valid at the epoch date displayed above
 EL1055.which is a decimal equivalence of Year/Month/Day.
 EL1055
 EL1055.The orthometric height was determined by differential leveling and
 EL1055.adjusted by the NATIONAL GEODETIC SURVEY
 EL1055.in July 2002.
 EL1055
 EL1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1055.GEOID18 height accuracy estimate available here.
 EL1055
 EL1055.Click photographs - Photos may exist for this station.
 EL1055
 EL1055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1055
 EL1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1055
 EL1055.The ellipsoidal height was determined by GPS observations
 EL1055.and is referenced to NAD 83.
 EL1055
 EL1055.The dynamic height is computed by dividing the NAVD 88
 EL1055.geopotential number by the normal gravity value computed on the
 EL1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1055.degrees latitude (g = 980.6199 gals.).
 EL1055
 EL1055.The modeled gravity was interpolated from observed gravity values.
 EL1055
 EL1055. The following values were computed from the NAD 83(2011) position.
 EL1055
 EL1055;                    North         East     Units Scale Factor Converg.
 EL1055;SPC OK S     -   181,053.923   655,707.487   MT  0.99995785   +0 20 46.5
 EL1055;SPC OK S     -   594,007.75  2,151,266.98   sFT  0.99995785   +0 20 46.5
 EL1055;UTM  14      - 3,870,238.530   646,986.147   MT  0.99986628   +0 55 22.1
 EL1055
 EL1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1055!SPC OK S     -   0.99994789  x   0.99995785  =   0.99990574
 EL1055!UTM  14      -   0.99994789  x   0.99986628  =   0.99981418
 EL1055
 EL1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4698670238(NAD 83)
 EL1055
 EL1055                          SUPERSEDED SURVEY CONTROL
 EL1055
 EL1055  NAD 83(2007)-  34 57 50.53239(N)    097 23 23.99889(W) AD(2002.00) 0
 EL1055  ELLIP H (02/10/07)  332.014  (m)                       GP(2002.00)    
 EL1055  ELLIP H (02/05/01)  332.046  (m)                       GP(       ) 2 2
 EL1055  NAD 83(1993)-  34 57 50.53180(N)    097 23 23.99879(W) AD(       ) B
 EL1055  ELLIP H (05/09/94)  332.073  (m)                       GP(       ) 4 2
 EL1055  NAVD 88             358.05   (m)         1174.7    (f) LEVELING    3  
 EL1055  NAVD 88 (01/13/95)  358.0    (m)  UNKNOWN  model used  GPS OBS        
 EL1055  NAVD 88 (05/09/94)  357.9    (m)  GEOID93  model used  GPS OBS        
 EL1055
 EL1055.Superseded values are not recommended for survey control.
 EL1055
 EL1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1055.See file dsdata.pdf to determine how the superseded data were derived.
 EL1055
 EL1055_MARKER: I = METAL ROD
 EL1055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1055_STAMPING: STEALY 1993
 EL1055_MARK LOGO: NGS
 EL1055_PROJECTION: FLUSH
 EL1055_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL1055+STABILITY: POSITION/ELEVATION WELL
 EL1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1055+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2011
 EL1055_ROD/PIPE-DEPTH: 3.7 meters
 EL1055_SLEEVE-DEPTH  : 0.9 meters
 EL1055
 EL1055  HISTORY     - Date     Condition        Report By
 EL1055  HISTORY     - 1993     MONUMENTED       NGS
 EL1055  HISTORY     - 19970429 GOOD             NGS
 EL1055  HISTORY     - 19970509 GOOD             NGS
 EL1055  HISTORY     - 20021004 GOOD             OKDOT
 EL1055  HISTORY     - 20021025 GOOD             JCLS
 EL1055  HISTORY     - 20110624 GOOD             INDIV
 EL1055
 EL1055                          STATION DESCRIPTION
 EL1055
 EL1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EL1055'NOTE--STATION SITE IS NEAR A FIBER OPTIC CABLE LINE.  IF IN DOUBT,
 EL1055'CALL 1-800-522-6543.  SITE SELECTED SHOULD BE CLEAR.
 EL1055'STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF PURCELL, 4 KM
 EL1055'(2.50 MI) SOUTH OF THE SOUTHWEST CORNER OF PURCELL LAKE, ALONG STATE
 EL1055'HIGHWAY 74, ON THE RIGHT-OF-WAY, IN A MOWED AREA ALONG A BOARD FENCE
 EL1055'TO A HORSE PASTURE, IN EAST CENTRAL SECTION 27, T 6 N, R 2 W.
 EL1055'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EL1055'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 EL1055'AND STATE HIGHWAY 74 (EXIT 91) JUST SOUTH OF PURCELL, GO SOUTHWEST ON
 EL1055'HIGHWAY 74 FOR 2.45 KM (1.50 MI) TO A SLANTED CROSSROAD.  CONTINUE
 EL1055'AHEAD FOR 0.24 KM (0.15 MI) TO LEVEL GROUND AND THE STATION ON THE
 EL1055'RIGHT JUST PAST A TELEPHONE RELAY BUILDING.
 EL1055'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN
 EL1055'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 EL1055'LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 13.9 M
 EL1055'(45.6 FT) NORTHWEST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER,
 EL1055'3.3 M (10.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST IN THE BOARD
 EL1055'FENCE, 21.0 M (68.9 FT) SOUTHWEST OF A UTILITY POLE WITH A
 EL1055'TRANSFORMER AND GUY WIRE, 30.7 M (100.7 FT) SOUTHWEST OF A FENCE
 EL1055'CORNER, AND 32.5 M (106.6 FT) SOUTHWEST OF THE SOUTH CORNER OF THE
 EL1055'CONCRETE TELEPHONE BUILDING.
 EL1055
 EL1055                          STATION RECOVERY (1997)
 EL1055
 EL1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 EL1055'2.7 KM (1.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 EL1055'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , 32.5 M (106.6
 EL1055'FT) SOUTHWEST OF THE SOUTH CORNER OF A SMALL TELEPHONE BUILDING, 20.9
 EL1055'M (68.6 FT) SOUTHWEST OF A UTILITY POLE WITH A GUY CABLE, 13.9 M (45.6
 EL1055'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 3.2 M (10.5 FT) SOUTHEAST OF
 EL1055'A WITNESS POST AND FENCE, AND NEAR THE CENTER OF 4 WITNESS POSTS.
 EL1055'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 EL1055'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 EL1055
 EL1055                          STATION RECOVERY (1997)
 EL1055
 EL1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 EL1055'THE STATION WAS RECOVERED USING THE 1993 DESCRIPTION WITH ALL
 EL1055'DIRECTIONS AND DISTANCES CHECKING.
 EL1055
 EL1055                          STATION RECOVERY (2002)
 EL1055
 EL1055'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (RET)
 EL1055'RECOVERED IN GOOD CONDITION
 EL1055
 EL1055                          STATION RECOVERY (2002)
 EL1055
 EL1055'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EL1055'RECOVERED IN GOOD CONDITION.
 EL1055
 EL1055                          STATION RECOVERY (2011)
 EL1055
 EL1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JF)
 EL1055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0907 ***********************************************************************
 FJ0907  DESIGNATION -  STELLA
 FJ0907  PID         -  FJ0907
 FJ0907  STATE/COUNTY-  OK/CLEVELAND
 FJ0907  COUNTRY     -  US
 FJ0907  USGS QUAD   -  STELLA (2018)
 FJ0907
 FJ0907                         *CURRENT SURVEY CONTROL
 FJ0907  ______________________________________________________________________
 FJ0907* NAD 83(1993) POSITION- 35 19 59.23424(N) 097 11 41.34419(W)   ADJUSTED
 FJ0907* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 FJ0907  ______________________________________________________________________
 FJ0907  GEOID HEIGHT    -        -26.836 (meters)                     GEOID18
 FJ0907  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 FJ0907  HORZ ORDER      -  SECOND
 FJ0907
 FJ0907.The horizontal coordinates were established by classical geodetic methods
 FJ0907.and adjusted by the National Geodetic Survey in November 1994.
 FJ0907
 FJ0907.The orthometric height was scaled from a topographic map.
 FJ0907
 FJ0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0907.GEOID18 height accuracy estimate available here.
 FJ0907
 FJ0907.Click photographs - Photos may exist for this station.
 FJ0907
 FJ0907.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0907
 FJ0907. The following values were computed from the NAD 83(1993) position.
 FJ0907
 FJ0907;                    North         East     Units Scale Factor Converg.
 FJ0907;SPC OK S     -   222,124.379   673,205.253   MT  1.00002124   +0 27 25.3
 FJ0907;SPC OK S     -   728,753.07  2,208,674.23   sFT  1.00002124   +0 27 25.3
 FJ0907;UTM  14      - 3,911,480.898   664,064.551   MT  0.99993173   +1 02 39.2
 FJ0907
 FJ0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0907!SPC OK S     -   0.99994377  x   1.00002124  =   0.99996501
 FJ0907!UTM  14      -   0.99994377  x   0.99993173  =   0.99987551
 FJ0907
 FJ0907:                Primary Azimuth Mark                     Grid Az
 FJ0907:SPC OK S     -  STELLA AZ MK                             182 04 35.9
 FJ0907:UTM  14      -  STELLA AZ MK                             181 29 22.0
 FJ0907
 FJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6406411480(NAD 83)
 FJ0907
 FJ0907|---------------------------------------------------------------------|
 FJ0907| PID    Reference Object                     Distance      Geod. Az  |
 FJ0907|                                                           dddmmss.s |
 FJ0907| CL5478 STELLA AZ MK                                       1823201.2 |
 FJ0907| CL5479 STELLA RM 1                          25.421 METERS 23357     |
 FJ0907| FJ0909 STELLA OG AND E TANK                APPROX. 4.7 KM 2485019.8 |
 FJ0907| CL5480 STELLA RM 2                          24.193 METERS 29830     |
 FJ0907|---------------------------------------------------------------------|
 FJ0907
 FJ0907                          SUPERSEDED SURVEY CONTROL
 FJ0907
 FJ0907  NAD 83(1986)-  35 19 59.24010(N)    097 11 41.32680(W) AD(       ) 2
 FJ0907  NAD 27      -  35 19 58.99754(N)    097 11 40.22415(W) AD(       ) 2
 FJ0907
 FJ0907.Superseded values are not recommended for survey control.
 FJ0907
 FJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0907.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0907
 FJ0907_MARKER: DS = TRIANGULATION STATION DISK
 FJ0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0907_STAMPING: STELLA 1957
 FJ0907_MARK LOGO: CGS
 FJ0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0907+STABILITY: SURFACE MOTION
 FJ0907
 FJ0907  HISTORY     - Date     Condition        Report By
 FJ0907  HISTORY     - 1957     MONUMENTED       CGS
 FJ0907
 FJ0907                          STATION DESCRIPTION
 FJ0907
 FJ0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0907'STATION IS ABOUT 2 MILES NORTHEAST OF STELLA, ON A WOODED RIDGE,
 FJ0907'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY, ON LAND
 FJ0907'LEASED BY J.P. HOWARD,WHO LIVES ABOUT 1 MILE EAST OF THE
 FJ0907'STATION, AND IN SECTION 22, T 10 N, R 1 E.
 FJ0907'
 FJ0907'STATION IS REACHED FROM THE CROSSROADS AT THE STELLA SCHOOL IN
 FJ0907'STELLA, BY GOING EAST 1.0 MILE TO A CROSSROADS JUST BEFORE
 FJ0907'REACHING THE TOP OF A HILL, TURN LEFT AND GO NORTH FOR 0.65
 FJ0907'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.25
 FJ0907'MILE TO THE TOP OF THE RIDGE TO A FARM HOUSE ON THE LEFT AND
 FJ0907'THE STATION ON THE RIGHT.
 FJ0907'
 FJ0907'STATION MARKS ARE STANDARD DISKS, STAMPED STELLA 1957.  THE
 FJ0907'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 FJ0907'6 INCHES.  IT IS 153 FEET SOUTH OF AN EAST-WEST ROAD, 148 FEET
 FJ0907'EAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 137 FEET
 FJ0907'SOUTHEAST OF A POWERLINE POLE, 115 FEET NORTHEAST OF A
 FJ0907'TRANSFORMER POLE, 54 FEET SOUTHEAST OF A 24-INCH TREE HAVING A
 FJ0907'TRIANGULAR BLAZE ON THE SOUTH SIDE AND 44 FEET EAST OF THE
 FJ0907'CENTER OF A NORTH-SOUTH ROAD.  A WHITE WITNESS POST WAS
 FJ0907'SET 1 FOOT NORTH OF THE MARK.  THE UNDERGROUND MARK IS SET
 FJ0907'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 FJ0907'SURFACE.
 FJ0907'
 FJ0907'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STELLA NO 1 1957, SET
 FJ0907'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 75
 FJ0907'FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 39 FEET NORTH OF
 FJ0907'THE TRANSFORMER POLE, 29 FEET WEST OF THE CENTER OF THE
 FJ0907'NORTH-SOUTH ROAD AND 1 FOOT EAST OF A FENCE.
 FJ0907'
 FJ0907'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STELLA NO 2 1957, SET
 FJ0907'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 FJ0907'105 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 FJ0907'76 FEET SOUTH OF THE POWERLINE POLE, 25 FEET WEST OF THE
 FJ0907'NORTH-SOUTH ROAD AND 1 FOOT EAST OF THE FENCE.
 FJ0907'
 FJ0907'AZIMUTH MARK IS A STANDARD DISK STAMPED STELLA 1957, SET IN
 FJ0907'A 10-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS 108
 FJ0907'FEET SOUTH OF A POWERLINE POLE, 35 FEET WEST OF THE CENTER
 FJ0907'OF THE NORTH-SOUTH ROAD, 20 FEET NORTH OF AN 18-INCH TREE AND 1
 FJ0907'FOOT EAST OF A RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS
 FJ0907'SET 2 FEET SOUTH OF THE MARK.
 FJ0907'
 FJ0907'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0600 ***********************************************************************
 EM0600  DESIGNATION -  STERLING
 EM0600  PID         -  EM0600
 EM0600  STATE/COUNTY-  OK/COMANCHE
 EM0600  COUNTRY     -  US
 EM0600  USGS QUAD   -  STERLING (2018)
 EM0600
 EM0600                         *CURRENT SURVEY CONTROL
 EM0600  ______________________________________________________________________
 EM0600* NAD 83(1993) POSITION- 34 42 36.75707(N) 098 11 35.39262(W)   ADJUSTED
 EM0600* NAVD 88 ORTHO HEIGHT -   385.4   (meters)     1264.    (feet) VERTCON3
 EM0600  ______________________________________________________________________
 EM0600  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 EM0600  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 EM0600  HORZ ORDER      -  SECOND
 EM0600
 EM0600.The horizontal coordinates were established by classical geodetic methods
 EM0600.and adjusted by the National Geodetic Survey in November 1994.
 EM0600
 EM0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0600
 EM0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0600.GEOID18 height accuracy estimate available here.
 EM0600
 EM0600.Click photographs - Photos may exist for this station.
 EM0600
 EM0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0600
 EM0600. The following values were computed from the NAD 83(1993) position.
 EM0600
 EM0600;                    North         East     Units Scale Factor Converg.
 EM0600;SPC OK S     -   152,745.136   582,305.515   MT  0.99993835   -0 06 34.7
 EM0600;SPC OK S     -   501,131.33  1,910,447.34   sFT  0.99993835   -0 06 34.7
 EM0600;UTM  14      - 3,841,203.493   573,884.554   MT  0.99966728   +0 27 34.0
 EM0600
 EM0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0600!SPC OK S     -   0.99994361  x   0.99993835  =   0.99988197
 EM0600!UTM  14      -   0.99994361  x   0.99966728  =   0.99961091
 EM0600
 EM0600:                Primary Azimuth Mark                     Grid Az
 EM0600:SPC OK S     -  STERLING RM 3                            193 34 54.4
 EM0600:UTM  14      -  STERLING RM 3                            193 00 45.7
 EM0600
 EM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7388441203(NAD 83)
 EM0600
 EM0600|---------------------------------------------------------------------|
 EM0600| PID    Reference Object                     Distance      Geod. Az  |
 EM0600|                                                           dddmmss.s |
 EM0600| EM0601 STERLING MUNICIPAL TANK             APPROX. 4.7 KM 0230637.4 |
 EM0600| CX8725 STERLING RM 1                        11.215 METERS 08845     |
 EM0600| CX8726 STERLING RM 2                        18.908 METERS 16709     |
 EM0600| EM0603 STERLING RM 3                       APPROX. 0.7 KM 1932819.7 |
 EM0600| EM0602 STERLING RM 4                        72.985 METERS 25700     |
 EM0600| CX8724 STERLING AZ MK                                     2680836.2 |
 EM0600| EM0579 FLETCHER MUNICIPAL TANK             APPROX.13.6 KM 3404423.6 |
 EM0600|---------------------------------------------------------------------|
 EM0600
 EM0600                          SUPERSEDED SURVEY CONTROL
 EM0600
 EM0600  NAD 83(1986)-  34 42 36.76204(N)    098 11 35.37691(W) AD(       ) 2
 EM0600  NAD 27      -  34 42 36.50500(N)    098 11 34.20500(W) AD(       ) 2
 EM0600  NGVD 29 (07/19/86)  385.3    (m)         1264.     (f) VERT ANG       
 EM0600
 EM0600.Superseded values are not recommended for survey control.
 EM0600
 EM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0600.See file dsdata.pdf to determine how the superseded data were derived.
 EM0600
 EM0600_MARKER: DS = TRIANGULATION STATION DISK
 EM0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0600_STAMPING: STERLING 1947
 EM0600_MARK LOGO: CGS
 EM0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0600+STABILITY: SURFACE MOTION
 EM0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0600+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2009
 EM0600
 EM0600  HISTORY     - Date     Condition        Report By
 EM0600  HISTORY     - 1947     MONUMENTED       CGS
 EM0600  HISTORY     - 1963     GOOD             CGS
 EM0600  HISTORY     - 1974     GOOD             NGS
 EM0600  HISTORY     - 20000210 GOOD             LOCSUR
 EM0600  HISTORY     - 20090723 GOOD             INDIV
 EM0600
 EM0600                          STATION DESCRIPTION
 EM0600
 EM0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0600'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 EM0600'65 AND IS ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF STERLING.
 EM0600'IT IS SET ON TOP OF A 4 FOOT BANK, 26 FEET NORTH OF THE
 EM0600'CENTER OF THE HIGHWAY, 2 FEET SOUTH OF THE FENCE LINE AND
 EM0600'IS WITNESSED BY A WHITE REFERENCE POST.  THE DISK IS STAMPED
 EM0600'STERLING 1947 AND PROJECTS 3 INCHES.
 EM0600'
 EM0600'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE LINE.  IT
 EM0600'IS STAMPED STERLING NO 1 1947 AND PROJECTS 4 INCHES.
 EM0600'
 EM0600'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION,
 EM0600'27 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH
 EM0600'OF THE FENCE LINE.  IT IS STAMPED STERLING NO 2 1947 AND
 EM0600'PROJECTS 4 INCHES.
 EM0600'
 EM0600'THE AZIMUTH MARK IS LOCATED 0.4 MILE WEST OF THE STATION,
 EM0600'30 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 1 FOOT WEST
 EM0600'OF A WIRE GATE, 1 FOOT NORTH OF THE FENCE LINE AND IS WITNESSED
 EM0600'BY A WHITE REFERENCE POST.  THE DISK IS STAMPED STERLING
 EM0600'1947 AND PROJECTS 6 INCHES.
 EM0600'
 EM0600'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 277 AND STATE
 EM0600'ROUTE 7 IN THE SOUTHEAST EDGE OF LAWTON, GO EAST ON HIGHWAY
 EM0600'7 FOR 10.3 MILES TO JUNCTION OF STATE ROUTE 65 AT PUMPKIN
 EM0600'CENTER, TURN LEFT ON HIGHWAY 65 AND GO NORTH FOR 3.15 MILES
 EM0600'TO COXS STORE, TURN RIGHT WITH THE HIGHWAY AND GO 1.0 MILE.
 EM0600'THENCE LEFT WITH THE HIGHWAY FOR 5.2 MILES TO WHERE THE
 EM0600'HIGHWAY TURNS RIGHT, (TURN LEFT AND GO WEST FOR 0.3 MILE
 EM0600'TO REACH THE AZIMUTH MARK ON THE LEFT) TURN RIGHT AND GO
 EM0600'0.1 MILE TO TOP OF HILL AND THE STATION ON THE LEFT.
 EM0600'
 EM0600'FOUR FOOT SIGNALS AT FLETCHER AND PUMPKIN, A 47 FOOT SIGNAL
 EM0600'AT ZELLA AND A 100 FOOT SIGNAL AT BURNS ARE VISIBLE FROM
 EM0600'THE GROUND.
 EM0600
 EM0600                          STATION RECOVERY (1963)
 EM0600
 EM0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0600'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED
 EM0600'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 EM0600'HAS BEEN DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 EM0600'
 EM0600'THE STATION IS 2.8 MILES SOUTH AND 1.1 MILES WEST OF STERLING,
 EM0600'41.0 FEET NORTH OF THE EXTENDED LINE OF THE CENTER LINE OF
 EM0600'THE HIGHWAY TO THE EAST, AND JUST SOUTH OF A FENCE LINE.
 EM0600'A STANDARD DISK STAMPED STERLING 1947 AND SET IN THE TOP
 EM0600'OF A SQUARE CONCRETE POST.
 EM0600'
 EM0600'REFERENCE MARK NO. 1 IS 36.81 FEET EAST OF THE STATION.
 EM0600'A STANDARD DISK STAMPED STERLING NO 1 1947 AND SET IN THE
 EM0600'TOP OF A SQUARE CONCRETE POST.
 EM0600'
 EM0600'THE AZIMUTH MARK IS ABOUT 0.45 MILE WEST OF THE STATION,
 EM0600'ON THE SOUTH SIDE OF AN EAST-WEST ROAD, ABOUT 30 FEET SOUTH
 EM0600'OF THE CENTER OF THE ROAD, 1.8 FEET EAST OF A WITNESS POST
 EM0600'AND 1.0 FOOT NORTH OF THE WEST GATE POST.  A STANDARD DISK
 EM0600'STAMPED STERLING 1947 AND SET IN THE TOP OF A SQUARE
 EM0600'CONCRETE POST.
 EM0600'
 EM0600'THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 EM0600'65 AND 17 AT THE WEST EDGE OF STERLING, BY GOING SOUTH ON
 EM0600'STATE HIGHWAY 65 FOR 2.7 MILES, TURN RIGHT WITH HIGHWAY
 EM0600'AND GO WEST FOR 1.0 MILE TO A SIDE ROAD RIGHT, WHERE THE
 EM0600'HIGHWAY CURVES TO LEFT, SOUTH.  (*) HERE TURN SHARP
 EM0600'RIGHT AND GO NORTHEAST FOR 0.1 MILE TO THE HIGHEST POINT
 EM0600'AND THE STATION ON THE NORTH SIDE OF THE OLD EAST-WEST ROAD
 EM0600'BED.
 EM0600'
 EM0600'(*) TO REACH THE AZIMUTH MARK, FOLLOW GRADED ROAD WEST FOR
 EM0600'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF
 EM0600'THE ROAD.
 EM0600
 EM0600                          STATION RECOVERY (1974)
 EM0600
 EM0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0600'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 EM0600'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE
 EM0600'AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 EM0600'
 EM0600'THE DISTANCE TO REFERENCE MARK NO. 1 WAS CHECKED.
 EM0600'
 EM0600'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.  REFERENCE
 EM0600'MARK NO. 4 USA WAS ESTABLISHED BY THE U.S. ARMY AND IT WAS
 EM0600'REQUESTED BY THE ARMY THAT A TRAVERSE TIE BE MADE FROM THE
 EM0600'STATION MARK TO REFERENCE MARK.
 EM0600'
 EM0600'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EM0600'
 EM0600'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF STERLING, ON
 EM0600'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 65 AND ON THE EMBANKMENT
 EM0600'THAT IS ABOUT 50 FEET ABOVE THE ROAD-BED OF HIGHWAY.
 EM0600'
 EM0600'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 EM0600'17 AND 65, WHICH IS LOCATED ON THE WEST EDGE OF STERLING.
 EM0600'GO SOUTH ON STATE HIGHWAY 65 FOR 2.7 MILES TO WHERE STATE
 EM0600'HIGHWAY 65 WILL BEAR RIGHT AND GO WEST, HERE BEAR LEFT AND
 EM0600'GO WEST ON ROUTE 65 FOR 0.9 MILE TO STATION ON THE RIGHT
 EM0600'ON EMBANKMENT AND STATE HIGHWAY 65 WILL BEAR LEFT AND GO
 EM0600'SOUTH.
 EM0600'
 EM0600'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EM0600'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 EM0600'STERLING 1948.  IT IS 110 FEET NORTH OF THE CENTER OF HIGHWAY,
 EM0600'ABOUT 50 FEET HIGHER IN ELEVATION THAN THE ROAD-BED OF HIGHWAY,
 EM0600'1-FOOT SOUTH OF FENCE-LINE AND 1-FOOT SOUTH OF A METAL WITNESS
 EM0600'POST.
 EM0600'
 EM0600'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 EM0600'A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS
 EM0600'STAMPED STERLING NO I 1948.  IT IS 100 FEET NORTH OF THE
 EM0600'CENTER OF HIGHWAY, ABOUT 50 FEET HIGHER IN ELEVATION THAN
 EM0600'THE ROAD-BED OF HIGHWAY, AND 1-FOOT SOUTH OF FENCE-LINE.
 EM0600'
 EM0600'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 EM0600'A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 EM0600'IS STAMPED STERLING 1948 NO 3 1974.  IT IS 76 FEET EAST
 EM0600'OF THE CENTER OF HIGHWAY, 2 FEET WEST OF A HI-LINE POLE, 1-FOOT
 EM0600'WEST OF THE FENCE-LINE, AND 2 FEET NORTHWEST OF A METAL
 EM0600'WITNESS POST.
 EM0600'
 EM0600'REFERENCE MARK NO. 4 USA IS A STANDARD DISK, SET IN TOP
 EM0600'OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND
 EM0600'AND IS STAMPED STERLING 1948 NO 4 USA 1974.  IT IS 241 FEET
 EM0600'NORTH OF THE NORTH END OF CONCRETE CULVERT, WHICH IS AT
 EM0600'THE INTERSECTION OF ROADS, 164 FEET NORTHWEST OF THE CENTER
 EM0600'OF HIGHWAY AND 56 FEET SOUTH OF FENCE-LINE.
 EM0600'
 EM0600'TO REACH REFERENCE MARK NO. 3 FROM THE STATION, GO SOUTH ON
 EM0600'STATE HIGHWAY 65 FOR 0.4 MILE TO MARK ON THE LEFT.
 EM0600'
 EM0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STERLING 3
 EM0600'MILES SOUTH.
 EM0600
 EM0600                          STATION RECOVERY (2000)
 EM0600
 EM0600'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0600'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0600'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM0600'NO OBSTRUCTIONS.
 EM0600
 EM0600                          STATION RECOVERY (2009)
 EM0600
 EM0600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0600'MARK, RM1 AND RM3 RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0603 ***********************************************************************
 EM0603  DESIGNATION -  STERLING RM 3
 EM0603  PID         -  EM0603
 EM0603  STATE/COUNTY-  OK/COMANCHE
 EM0603  COUNTRY     -  US
 EM0603  USGS QUAD   -  STERLING (2018)
 EM0603
 EM0603                         *CURRENT SURVEY CONTROL
 EM0603  ______________________________________________________________________
 EM0603* NAD 83(1993) POSITION- 34 42 15.46009(N) 098 11 41.57053(W)   ADJUSTED
 EM0603* NAVD 88 ORTHO HEIGHT -   368.6   (meters)     1209.    (feet) VERTCON3
 EM0603  ______________________________________________________________________
 EM0603  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 EM0603  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 EM0603  HORZ ORDER      -  SECOND
 EM0603
 EM0603.The horizontal coordinates were established by classical geodetic methods
 EM0603.and adjusted by the National Geodetic Survey in November 1994.
 EM0603
 EM0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0603
 EM0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0603.GEOID18 height accuracy estimate available here.
 EM0603
 EM0603.Click photographs - Photos may exist for this station.
 EM0603
 EM0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0603
 EM0603. The following values were computed from the NAD 83(1993) position.
 EM0603
 EM0603;                    North         East     Units Scale Factor Converg.
 EM0603;SPC OK S     -   152,089.206   582,147.050   MT  0.99993813   -0 06 38.2
 EM0603;SPC OK S     -   498,979.34  1,909,927.45   sFT  0.99993813   -0 06 38.2
 EM0603;UTM  14      - 3,840,546.200   573,732.652   MT  0.99966701   +0 27 30.3
 EM0603
 EM0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0603!SPC OK S     -   0.99994625  x   0.99993813  =   0.99988438
 EM0603!UTM  14      -   0.99994625  x   0.99966701  =   0.99961327
 EM0603
 EM0603:                Primary Azimuth Mark                     Grid Az
 EM0603:SPC OK S     -  STERLING                                 013 34 54.5
 EM0603:UTM  14      -  STERLING                                 013 00 46.0
 EM0603
 EM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7373240546(NAD 83)
 EM0603
 EM0603|---------------------------------------------------------------------|
 EM0603| PID    Reference Object                     Distance      Geod. Az  |
 EM0603|                                                           dddmmss.s |
 EM0603| EM0602 STERLING RM 4                       APPROX. 0.6 KM 0073949.0 |
 EM0603| EM0600 STERLING                            APPROX. 0.7 KM 0132816.3 |
 EM0603|---------------------------------------------------------------------|
 EM0603
 EM0603                          SUPERSEDED SURVEY CONTROL
 EM0603
 EM0603  NAD 83(1986)-  34 42 15.46507(N)    098 11 41.55481(W) AD(       ) 2
 EM0603  NAD 27      -  34 42 15.20763(N)    098 11 40.38281(W) AD(       ) 2
 EM0603  NGVD 29 (07/19/86)  368.5    (m)         1209.     (f) VERT ANG       
 EM0603
 EM0603.Superseded values are not recommended for survey control.
 EM0603
 EM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0603.See file dsdata.pdf to determine how the superseded data were derived.
 EM0603
 EM0603_MARKER: DR = REFERENCE MARK DISK
 EM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0603_STAMPING: STERLING 1948 NO 3 1974
 EM0603_MARK LOGO: NGS
 EM0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0603+STABILITY: SURFACE MOTION
 EM0603
 EM0603  HISTORY     - Date     Condition        Report By
 EM0603  HISTORY     - 1974     MONUMENTED       NGS
 EM0603  HISTORY     - 20000210 GOOD             LOCSUR
 EM0603
 EM0603                          STATION DESCRIPTION
 EM0603
 EM0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0603'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF STERLING, ON THE NORTH
 EM0603'RIGHT-OF-WAY OF STATE HIGHWAY 65 AND ON THE EMBANKMENT THAT IS ABOUT
 EM0603'50 FEET ABOVE THE ROAD-BED OF HIGHWAY.
 EM0603'
 EM0603'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 17 AND
 EM0603'65, WHICH IS LOCATED ON THE WEST EDGE OF STERLING.  GO SOUTH ON
 EM0603'STATE HIGHWAY 65 FOR 2.7 MILES TO WHERE STATE HIGHWAY 65 WILL BEAR
 EM0603'RIGHT AND GO WEST, HERE BEAR LEFT AND GO WEST ON ROUTE 65 FOR 0.9
 EM0603'MILE TO STATION ON THE RIGHT ON EMBANKMENT AND STATE HIGHWAY 65
 EM0603'WILL BEAR LEFT AND GO SOUTH.
 EM0603'
 EM0603'TO REACH REFERENCE MARK NO. 3 FROM THE STATION, GO SOUTH ON STATE
 EM0603'HIGHWAY 65 FOR 0.4 MILE TO MARK ON THE LEFT.
 EM0603'
 EM0603'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EM0603'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED STERLING
 EM0603'1948 NO 3 1974.  IT IS 76 FEET EAST OF THE CENTER OF HIGHWAY, 2
 EM0603'FEET WEST OF A HI-LINE POLE, 1-FOOT WEST OF THE FENCE-LINE, AND 2
 EM0603'FEET NORTHWEST OF A METAL WITNESS POST.
 EM0603
 EM0603                          STATION RECOVERY (2000)
 EM0603
 EM0603'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0603'RECOVERED IN GOOD CONDITION.  NOTE--SMALL EVERGREEN OBSTRUCTS PARTIAL
 EM0603'NE SKY VIEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0602 ***********************************************************************
 EM0602  DESIGNATION -  STERLING RM 4
 EM0602  PID         -  EM0602
 EM0602  STATE/COUNTY-  OK/COMANCHE
 EM0602  COUNTRY     -  US
 EM0602  USGS QUAD   -  STERLING (2018)
 EM0602
 EM0602                         *CURRENT SURVEY CONTROL
 EM0602  ______________________________________________________________________
 EM0602* NAD 83(1993) POSITION- 34 42 36.22406(N) 098 11 38.18713(W)   ADJUSTED
 EM0602* NAVD 88 ORTHO HEIGHT -   380.9   (meters)     1250.    (feet) VERTCON3
 EM0602  ______________________________________________________________________
 EM0602  GEOID HEIGHT    -        -26.180 (meters)                     GEOID18
 EM0602  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 EM0602  HORZ ORDER      -  SECOND
 EM0602
 EM0602.The horizontal coordinates were established by classical geodetic methods
 EM0602.and adjusted by the National Geodetic Survey in November 1994.
 EM0602
 EM0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0602
 EM0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0602.GEOID18 height accuracy estimate available here.
 EM0602
 EM0602.Click photographs - Photos may exist for this station.
 EM0602
 EM0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0602
 EM0602. The following values were computed from the NAD 83(1993) position.
 EM0602
 EM0602;                    North         East     Units Scale Factor Converg.
 EM0602;SPC OK S     -   152,728.849   582,234.377   MT  0.99993835   -0 06 36.3
 EM0602;SPC OK S     -   501,077.90  1,910,213.95   sFT  0.99993835   -0 06 36.3
 EM0602;UTM  14      - 3,841,186.505   573,813.600   MT  0.99966715   +0 27 32.4
 EM0602
 EM0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0602!SPC OK S     -   0.99994432  x   0.99993835  =   0.99988267
 EM0602!UTM  14      -   0.99994432  x   0.99966715  =   0.99961149
 EM0602
 EM0602:                Primary Azimuth Mark                     Grid Az
 EM0602:SPC OK S     -  STERLING RM 3                            187 46 26.8
 EM0602:UTM  14      -  STERLING RM 3                            187 12 18.1
 EM0602
 EM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7381341186(NAD 83)
 EM0602
 EM0602|---------------------------------------------------------------------|
 EM0602| PID    Reference Object                     Distance      Geod. Az  |
 EM0602|                                                           dddmmss.s |
 EM0602| EM0600 STERLING                             72.985 METERS 07700     |
 EM0602| EM0603 STERLING RM 3                       APPROX. 0.6 KM 1873950.5 |
 EM0602|---------------------------------------------------------------------|
 EM0602
 EM0602                          SUPERSEDED SURVEY CONTROL
 EM0602
 EM0602  NAD 83(1986)-  34 42 36.22902(N)    098 11 38.17147(W) AD(       ) 2
 EM0602  NAD 27      -  34 42 35.97200(N)    098 11 36.99937(W) AD(       ) 2
 EM0602  NGVD 29 (07/19/86)  380.8    (m)         1249.     (f) VERT ANG       
 EM0602
 EM0602.Superseded values are not recommended for survey control.
 EM0602
 EM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0602.See file dsdata.pdf to determine how the superseded data were derived.
 EM0602
 EM0602_MARKER: DR = REFERENCE MARK DISK
 EM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0602_STAMPING: STERLING 1948 NO 4 USA 1974
 EM0602_MARK LOGO: NGS
 EM0602_PROJECTION: FLUSH
 EM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0602+STABILITY: SURFACE MOTION
 EM0602
 EM0602  HISTORY     - Date     Condition        Report By
 EM0602  HISTORY     - 1974     MONUMENTED       NGS
 EM0602  HISTORY     - 20000223 MARK NOT FOUND   LOCSUR
 EM0602
 EM0602                          STATION DESCRIPTION
 EM0602
 EM0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EM0602'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 17 AND
 EM0602'65, WHICH IS LOCATED ON THE WEST EDGE OF STERLING.  GO SOUTH ON
 EM0602'STATE HIGHWAY 65 FOR 2.7 MILES TO WHERE STATE HIGHWAY 65 WILL BEAR
 EM0602'RIGHT AND GO WEST, HERE BEAR LEFT AND GO WEST ON ROUTE 65 FOR 0.9
 EM0602'MILE TO STATION ON THE RIGHT ON EMBANKMENT AND STATE HIGHWAY 65
 EM0602'WILL BEAR LEFT AND GO SOUTH.
 EM0602'
 EM0602'REFERENCE MARK NO. 4 USA IS A STANDARD DISK, SET IN TOP OF A ROUND
 EM0602'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED STERLING
 EM0602'1948 NO 4 USA 1974.  IT IS 241 FEET NORTH OF THE NORTH END OF
 EM0602'CONCRETE CULVERT, WHICH IS AT THE INTERSECTION OF ROADS, 164 FEET
 EM0602'NORTHWEST OF THE CENTER OF HIGHWAY AND 56 FEET SOUTH OF
 EM0602'FENCE-LINE.
 EM0602
 EM0602                          STATION RECOVERY (2000)
 EM0602
 EM0602'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0602'MARK WAS NOT FOUND.  LARGE AMOUNTS OF SOIL REMOVED WHEN THE HIGHWAY
 EM0602'WAS WIDENED AND SURFACE MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6347 ***********************************************************************
 DR6347  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6347  DESIGNATION -  STF2
 DR6347  PID         -  DR6347
 DR6347  STATE/COUNTY-  OK/TULSA
 DR6347  COUNTRY     -  US
 DR6347  USGS QUAD   -  JENKS (2019)
 DR6347
 DR6347                         *CURRENT SURVEY CONTROL
 DR6347  ______________________________________________________________________
 DR6347* NAD 83(2011) POSITION- 36 04 21.40516(N) 095 54 04.64855(W)   ADJUSTED
 DR6347* NAD 83(2011) ELLIP HT-   238.720 (meters)        (09/17/20)   ADJUSTED
 DR6347* NAD 83(2011) EPOCH   -  2010.00
 DR6347* NAVD 88 ORTHO HEIGHT -   267.74  (meters)      878.4   (feet) GPS OBS
 DR6347  ______________________________________________________________________
 DR6347  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 DR6347  NAD 83(2011) X  -   -530,674.428 (meters)                     COMP
 DR6347  NAD 83(2011) Y  - -5,134,098.663 (meters)                     COMP
 DR6347  NAD 83(2011) Z  -  3,734,847.536 (meters)                     COMP
 DR6347  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DR6347
 DR6347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6347  Standards:
 DR6347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6347  -------------------------------------------------------------------
 DR6347  NETWORK    0.38   0.73           0.16   0.15   0.37      0.03273510
 DR6347  -------------------------------------------------------------------
 DR6347  Click here for local accuracies and other accuracy information.
 DR6347
 DR6347.The horizontal coordinates were established by GPS observations
 DR6347.and adjusted by the CITY OF TULSA in September 2020.
 DR6347
 DR6347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6347.been affixed to the stable North American tectonic plate. See 
 DR6347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6347
 DR6347.The horizontal coordinates are valid at the epoch date displayed above
 DR6347.which is a decimal equivalence of Year/Month/Day.
 DR6347
 DR6347.The orthometric height was determined by GPS observations and a
 DR6347.high-resolution geoid model using precise GPS observation and
 DR6347.processing techniques.
 DR6347
 DR6347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6347.GEOID18 height accuracy estimate available here.
 DR6347
 DR6347.Click photographs - Photos may exist for this station.
 DR6347
 DR6347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6347
 DR6347.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6347
 DR6347.The ellipsoidal height was determined by GPS observations
 DR6347.and is referenced to NAD 83.
 DR6347
 DR6347. The following values were computed from the NAD 83(2011) position.
 DR6347
 DR6347;                    North         East     Units Scale Factor Converg.
 DR6347;SPC OK N     -   121,052.394   789,028.912   MT  0.99994677   +1 14 18.8
 DR6347;SPC OK N     -   397,152.73  2,588,672.36   sFT  0.99994677   +1 14 18.8
 DR6347;UTM  15      - 3,995,899.362   238,718.913   MT  1.00044126   -1 42 33.4
 DR6347
 DR6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6347!SPC OK N     -   0.99996253  x   0.99994677  =   0.99990931
 DR6347!UTM  15      -   0.99996253  x   1.00044126  =   1.00040378
 DR6347
 DR6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3871895899(NAD 83)
 DR6347
 DR6347                          SUPERSEDED SURVEY CONTROL
 DR6347
 DR6347.No superseded survey control is available for this station.
 DR6347
 DR6347_MARKER: F = FLANGE-ENCASED ROD
 DR6347_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DR6347_STAMPING: STF2
 DR6347_MARK LOGO: COTOK
 DR6347_PROJECTION: RECESSED 3 CENTIMETERS
 DR6347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6347+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2021
 DR6347_ROD/PIPE-DEPTH: 4.6 meters
 DR6347_SLEEVE-DEPTH  : 0.9 meters
 DR6347
 DR6347  HISTORY     - Date     Condition        Report By
 DR6347  HISTORY     - 20091028 MONUMENTED       COTOK
 DR6347  HISTORY     - 20210222 GOOD             COTOK
 DR6347
 DR6347                          STATION DESCRIPTION
 DR6347
 DR6347'DESCRIBED BY CITY OF TULSA 2009 (PAK)
 DR6347'LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF TULSA, 6.4 MI (10.2 KM)
 DR6347'WEST-NORTHWEST OF BROKEN ARROW AND 5.1 MI (8.2 KM) NORTHEAST OF JENKS.
 DR6347'OWNERSHIP--CITY OF TULSA. CONTACT THE C.O.T. SURVEY MANAGER AT
 DR6347'(918)596-9591 OR (918)596-7206 TO ARRANGE FOR ACCESS THE STATION.
 DR6347'
 DR6347'TO REACH FROM THE INTERSECTION OF S. SHERIDAN AND E. 61ST ST PROCEED
 DR6347'EAST ON 61ST STREET FOR 1000 FT (304.8 M) TO THE ENTRANCE OF THE
 DR6347'SHERIDAN TANK FARM ON THE RIGHT (SOUTH). THIS WILL PUT YOU AT THE
 DR6347'FIRST OF THREE LOCKED GATES. YOU WILL NOT BE ABLE TO PROCEED ANY
 DR6347'FURTHER WITHOUT ASSISTANCE FROM THE CITY OF TULSA. AFTER THE FIRST
 DR6347'GATE YOU WILL KEEP TO THE RIGHT FOR ABOUT 120 FT (36.6 M) TO THE
 DR6347'SECOND GATE. PROCEED DOWN THE DRIVEWAY FOR ABOUT 800 FT (243.8 M) TO
 DR6347'THE THIRD GATE. YOU WILL NEED A CODE TO PASS THROUGH THIS GATE. AFTER
 DR6347'PASSING THROUGH THE THIRD GATE KEEP TO THE LEFT ALONG THE DRIVEWAY FOR
 DR6347'ABOUT 400 FT (121.9 M) TO THE STATION ON THE LEFT.
 DR6347'
 DR6347'STATION MARK IS A PUNCH HOLE TOP CENTER OF ALUMINUM ALLOY ROD IN A
 DR6347'GREASE FILLED SLEEVE 3 FT (0.9 M) LONG ENCASED IN A 5 INCH (13 CM) PVC
 DR6347'PIPE WITH CITY OF TULSA LOGO CAP SURROUNDED BY CONCRETE SET 0.1 FT (3
 DR6347'CM) BELOW THE SURFACE OF THE GROUND. THE STATION IS 52.2 FT (15.9 M)
 DR6347'EAST-SOUTHEAST OF LIGHT POLE, 49.2 FT (15.0 M) NORTH-NORTHEAST OF THE
 DR6347'SOUTHEAST CORNER OF BUILDING, 32.8 FT (10.0 M) NORTHEAST OF THE
 DR6347'NORTHEAST CORNER OF BUILDING, 9.0 FT (2.7 M) WEST OF 8 FT (2.4 M) TALL
 DR6347'CHAIN LINK FENCE, 8.0 FT (2.4 M) EAST OF EAST EDGE OF GRAVEL DRIVE.
 DR6347'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR6347
 DR6347                          STATION RECOVERY (2021)
 DR6347
 DR6347'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 DR6347'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1264 ***********************************************************************
 FH1264  CBN         -  This is a Cooperative Base Network Control Station.
 FH1264  DESIGNATION -  STIG
 FH1264  PID         -  FH1264
 FH1264  STATE/COUNTY-  OK/HASKELL
 FH1264  COUNTRY     -  US
 FH1264  USGS QUAD   -  STIGLER EAST (2018)
 FH1264
 FH1264                         *CURRENT SURVEY CONTROL
 FH1264  ______________________________________________________________________
 FH1264* NAD 83(2011) POSITION- 35 16 38.33181(N) 095 03 43.38193(W)   ADJUSTED
 FH1264* NAD 83(2011) ELLIP HT-   183.124 (meters)        (06/27/12)   ADJUSTED
 FH1264* NAD 83(2011) EPOCH   -  2010.00
 FH1264* NAVD 88 ORTHO HEIGHT -   213.7   (meters)      701.    (feet) GPS OBS
 FH1264  ______________________________________________________________________
 FH1264  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FH1264  GEOID HEIGHT    -        -30.494 (meters)                     GEOID96
 FH1264  GEOID HEIGHT    -        -30.579 (meters)                     GEOID18
 FH1264  NAD 83(2011) X  -   -459,955.157 (meters)                     COMP
 FH1264  NAD 83(2011) Y  - -5,192,537.073 (meters)                     COMP
 FH1264  NAD 83(2011) Z  -  3,663,131.998 (meters)                     COMP
 FH1264  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 FH1264
 FH1264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1264  Standards:
 FH1264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1264  -------------------------------------------------------------------
 FH1264  NETWORK    1.77   4.02           0.80   0.63   2.05      0.05829019
 FH1264  -------------------------------------------------------------------
 FH1264  Click here for local accuracies and other accuracy information.
 FH1264
 FH1264.The horizontal coordinates were established by GPS observations
 FH1264.and adjusted by the National Geodetic Survey in June 2012.
 FH1264
 FH1264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1264.been affixed to the stable North American tectonic plate. See 
 FH1264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1264
 FH1264.The horizontal coordinates are valid at the epoch date displayed above
 FH1264.which is a decimal equivalence of Year/Month/Day.
 FH1264
 FH1264.The orthometric height was determined by GPS observations and a
 FH1264.high-resolution geoid model.
 FH1264
 FH1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1264.GEOID18 height accuracy estimate available here.
 FH1264
 FH1264.Click photographs - Photos may exist for this station.
 FH1264
 FH1264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1264
 FH1264.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1264
 FH1264.The ellipsoidal height was determined by GPS observations
 FH1264.and is referenced to NAD 83.
 FH1264
 FH1264. The following values were computed from the NAD 83(2011) position.
 FH1264
 FH1264;                    North         East     Units Scale Factor Converg.
 FH1264;SPC OK S     -   219,530.437   867,256.701   MT  1.00000899   +1 40 03.5
 FH1264;SPC OK S     -   720,242.78  2,845,324.69   sFT  1.00000899   +1 40 03.5
 FH1264;UTM  15      - 3,905,746.428   312,457.919   MT  1.00003347   -1 11 28.5
 FH1264
 FH1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1264!SPC OK S     -   0.99997126  x   1.00000899  =   0.99998025
 FH1264!UTM  15      -   0.99997126  x   1.00003347  =   1.00000473
 FH1264
 FH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1245705746(NAD 83)
 FH1264
 FH1264                          SUPERSEDED SURVEY CONTROL
 FH1264
 FH1264  NAD 83(2007)-  35 16 38.33172(N)    095 03 43.38270(W) AD(2002.00) 0
 FH1264  ELLIP H (02/10/07)  183.141  (m)                       GP(2002.00)    
 FH1264  ELLIP H (04/16/01)  183.135  (m)                       GP(       ) 4 2
 FH1264  NAD 83(1993)-  35 16 38.33201(N)    095 03 43.38249(W) AD(       ) B
 FH1264  ELLIP H (05/09/94)  183.234  (m)                       GP(       ) 4 2
 FH1264  NAVD 88 (01/13/95)  213.7    (m)  UNKNOWN  model used  GPS OBS        
 FH1264  NAVD 88 (05/09/94)  213.7    (m)  GEOID93  model used  GPS OBS        
 FH1264
 FH1264.Superseded values are not recommended for survey control.
 FH1264
 FH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1264.See file dsdata.pdf to determine how the superseded data were derived.
 FH1264
 FH1264_MARKER: I = METAL ROD
 FH1264_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FH1264_STAMPING: STIG 1993
 FH1264_MARK LOGO: NGS
 FH1264_PROJECTION: RECESSED 1 CENTIMETERS
 FH1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1264+SATELLITE: SATELLITE OBSERVATIONS - 1993
 FH1264_ROD/PIPE-DEPTH: 1.5 meters
 FH1264_SLEEVE-DEPTH  : 0.9 meters
 FH1264
 FH1264  HISTORY     - Date     Condition        Report By
 FH1264  HISTORY     - 1993     MONUMENTED       NGS
 FH1264
 FH1264                          STATION DESCRIPTION
 FH1264
 FH1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 FH1264'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST OF STIGLER, 1.8 KM
 FH1264'(1.10 MI) NORTH OF STATE HIGHWAY 9, ALONG THE PAVED ROAD TO TAMAHA,
 FH1264'ON THE RIGHT-OF-WAY, IN A LAWN STRIP, ALONG A PIPE FENCE, AT TOP OF A
 FH1264'RISE, IN THE SOUTHEAST 1/4 OF SECTION 3, T 9 N, R 21 E.
 FH1264'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 FH1264'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 82 IN STIGLER, GO
 FH1264'EAST ON HIGHWAY 9 FOR 6.04 KM (3.75 MI) TO A CROSSROAD AT THE
 FH1264'CROSSROADS BAPTIST CHURCH ON THE RIGHT.  TURN LEFT, NORTH, ON PAVED
 FH1264'ROAD FOR 1.61 KM (1.00 MI) TO A GRADED ROAD RIGHT.  CONTINUE AHEAD,
 FH1264'NORTH, ON THE PAVED ROAD FOR 0.23 KM (0.15 MI) TO THE STATION ON THE
 FH1264'LEFT JUST BEFORE REACHING A PAVED DRIVE LEFT WITH BRICK PILLARS.
 FH1264'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FH1264'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FH1264'WITH A LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 FH1264'8.1 M (26.6 FT) WEST FROM, AND SLIGHTLY LOWER THAN THE ROAD CENTER,
 FH1264'1.3 M (4.3 FT) EAST FROM A FIBERGLASS WITNESS POST AT THE EIGHTH PIPE
 FH1264'FENCEPOST SOUTH OF THE DRIVE, 27.4 M (89.9 FT) SOUTH FROM THE CENTER
 FH1264'OF THE DRIVE, AND 22.0 M (72.2 FT) SOUTH FROM THE SOUTHEAST CORNER OF
 FH1264'THE SOUTH PILLAR.
 FH1264'DESCRIBED BY D.G. AUG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1107 ***********************************************************************
 FH1107  DESIGNATION -  STIGLER
 FH1107  PID         -  FH1107
 FH1107  STATE/COUNTY-  OK/HASKELL
 FH1107  COUNTRY     -  US
 FH1107  USGS QUAD   -  LAFAYETTE (2019)
 FH1107
 FH1107                         *CURRENT SURVEY CONTROL
 FH1107  ______________________________________________________________________
 FH1107* NAD 83(1993) POSITION- 35 14 59.27120(N) 095 06 54.76286(W)   ADJUSTED
 FH1107* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 FH1107  ______________________________________________________________________
 FH1107  GEOID HEIGHT    -        -30.638 (meters)                     GEOID18
 FH1107  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 FH1107  HORZ ORDER      -  FIRST
 FH1107
 FH1107.The horizontal coordinates were established by classical geodetic methods
 FH1107.and adjusted by the National Geodetic Survey in November 1994.
 FH1107
 FH1107.The orthometric height was scaled from a topographic map.
 FH1107
 FH1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1107.GEOID18 height accuracy estimate available here.
 FH1107
 FH1107.Click photographs - Photos may exist for this station.
 FH1107
 FH1107.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1107
 FH1107. The following values were computed from the NAD 83(1993) position.
 FH1107
 FH1107;                    North         East     Units Scale Factor Converg.
 FH1107;SPC OK S     -   216,339.318   862,509.331   MT  1.00000330   +1 38 14.8
 FH1107;SPC OK S     -   709,773.25  2,829,749.36   sFT  1.00000330   +1 38 14.8
 FH1107;UTM  15      - 3,902,795.936   307,557.114   MT  1.00005643   -1 13 16.2
 FH1107
 FH1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1107!SPC OK S     -   0.99997685  x   1.00000330  =   0.99998015
 FH1107!UTM  15      -   0.99997685  x   1.00005643  =   1.00003328
 FH1107
 FH1107:                Primary Azimuth Mark                     Grid Az
 FH1107:SPC OK S     -  WALTHERS                                 263 34 00.7
 FH1107:UTM  15      -  WALTHERS                                 266 25 31.7
 FH1107
 FH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0755702795(NAD 83)
 FH1107
 FH1107|---------------------------------------------------------------------|
 FH1107| PID    Reference Object                     Distance      Geod. Az  |
 FH1107|                                                           dddmmss.s |
 FH1107| FH1106 STIGLER MUNICIPAL TANK                6.654 METERS 08705     |
 FH1107| CI3300 STIGLER RM 1                         11.665 METERS 11207     |
 FH1107| CI3301 STIGLER RM 2                         43.219 METERS 15715     |
 FH1107| CI3299 STIGLER AZ MK                                      1605140.1 |
 FH1107| FH1110 WALTHERS                            APPROX. 7.1 KM 2651215.5 |
 FH1107|---------------------------------------------------------------------|
 FH1107
 FH1107                          SUPERSEDED SURVEY CONTROL
 FH1107
 FH1107  NAD 83(1986)-  35 14 59.28209(N)    095 06 54.75505(W) AD(       ) 1
 FH1107  NAD 27      -  35 14 58.93300(N)    095 06 53.89600(W) AD(       ) 1
 FH1107
 FH1107.Superseded values are not recommended for survey control.
 FH1107
 FH1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1107.See file dsdata.pdf to determine how the superseded data were derived.
 FH1107
 FH1107_MARKER: DS = TRIANGULATION STATION DISK
 FH1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1107_STAMPING: STIGLER 1940
 FH1107_MARK LOGO: CGS
 FH1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1107+STABILITY: SURFACE MOTION
 FH1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1107+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2015
 FH1107
 FH1107  HISTORY     - Date     Condition        Report By
 FH1107  HISTORY     - 1940     MONUMENTED       CGS
 FH1107  HISTORY     - 1959     GOOD             CGS
 FH1107  HISTORY     - 20100120 GOOD             INDIV
 FH1107  HISTORY     - 20150612 GOOD             INDIV
 FH1107
 FH1107                          STATION DESCRIPTION
 FH1107
 FH1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1107'STATION IS LOCATED IN THE SE PART OF THE TOWN OF STIGLER,
 FH1107'0.15 MILE S OF STATE HIGHWAY 10 AT THE MUNICIPAL WATER TANK.
 FH1107'THE STATION MARK IS 21.8 FEET W OF THE CENTER OF TANK, 15 FEET
 FH1107'NW OF THE SW LEG OF TANK, 73 FEET W OF THE CENTER LINE OF
 FH1107'ROAD, 10 FEET E OF FENCE LINE, 9.8 FEET W OF A WHITE WITNESS
 FH1107'POST.
 FH1107'
 FH1107'SURFACE, UNDERGROUND, REFERENCE MARK NO.2 AND AZIMUTH MARKS
 FH1107'ARE STANDARD DISKS SET IN CONCRETE.
 FH1107'
 FH1107'THE STATION MARK PROJECTS 6 INCHES.  IT IS STAMPED STIGLER
 FH1107'1940.
 FH1107'
 FH1107'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN THE TOP
 FH1107'OF THE CONCRETE PIER OF THE SE LEG OF THE WATER TANK, 38
 FH1107'FEET W OF THE CENTER LINE OF ROAD, AT SAME ELEVATION AS
 FH1107'STATION, PROJECTS 6 INCHES.  IT IS STAMPED STIGLER NO.1,
 FH1107'1940.  REFERENCE MARK NO.2 IS 17 FEET W OF THE CENTER LINE
 FH1107'OF ROAD, 44 FEET N OF N RAIL OF RAILROAD TRACKS, 3 FEET SW
 FH1107'OF FENCE CORNER, 1 FOOT BELOW STATION, PROJECTS 6 INCHES.
 FH1107'IT IS STAMPED STIGLER NO.2, 1940.
 FH1107'
 FH1107'THE AZIMUTH MARK IS 52 FEET E OF THE NE CORNER OF HOUSE,
 FH1107'3 FEET WSW OF FENCE CORNER, 2.7 FEET N OF WHITE WITNESS POST,
 FH1107'PROJECTS 6 INCHES.  IT IS STAMPED STIGLER 1940.
 FH1107'
 FH1107'THE AZIMUTH MARK IS REACHED BY GOING S FROM STATION ON GRAVEL
 FH1107'ROAD FOR 0.7 MILE TO FORK.  TAKE LEFT FORK AND FOLLOW
 FH1107'MAIN-TRAVELED ROAD 0.5 MILE TO T.B. KITCHENS HOUSE, AND MARK
 FH1107'E OF HOUSE.
 FH1107'
 FH1107'STATION IS REACHED FROM THE MAIN INTERSECTION IN STIGLER BY
 FH1107'GOING E ON HIGHWAY 10 FOR 0.4 MILE.  TURN RIGHT ON GRAVEL
 FH1107'ROAD (S), AND GO 0.15 MILE TO WATER TANK AND STATION ON RIGHT.
 FH1107'
 FH1107'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1107
 FH1107                          STATION RECOVERY (1959)
 FH1107
 FH1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1107'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FH1107'AND FOUND IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE
 FH1107'AZIMUTH MARK BUT IT WAS NOT FOUND.  THE HOUSE THAT WAS OCCUPIED
 FH1107'BY A MR. KITCHEN IN 1940 HAS BEEN TORN DOWN AND IT WAS NO
 FH1107'LONGER POSSIBLE TO DETERMINE ITS FORMER LOCATION.  THE MARK
 FH1107'MAY STILL BE IN PLACE BUT SINCE BUILDINGS AND FENCES HAVE BEEN
 FH1107'REMOVED IT WAS DIFFICULT TO TELL WHERE TO SEARCH.
 FH1107'
 FH1107'A DAM HAS BEEN BUILT ABOUT 0.7 MILE SOUTH OF THE STATION AND
 FH1107'FORMER ROAD LEADING TO SOUTHEAST IS UNDER WATER.
 FH1107
 FH1107                          STATION RECOVERY (2010)
 FH1107
 FH1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BW)
 FH1107'THE MUNICIPAL WATER TANK HAS BEEN REMOVED. RM 1 AND RM 2 NOT
 FH1107'RECOVERED. AZMUTH MARK NOT RECOVERED. STATION IS IN GOOD CONDITION
 FH1107'WITH SOME CHIPS OUT OF THE CONCRETE FROM BEING HIT BY A MOWER.
 FH1107
 FH1107                          STATION RECOVERY (2015)
 FH1107
 FH1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 FH1107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1106 ***********************************************************************
 FH1106  DESIGNATION -  STIGLER MUNICIPAL TANK
 FH1106  PID         -  FH1106
 FH1106  STATE/COUNTY-  OK/HASKELL
 FH1106  COUNTRY     -  US
 FH1106  USGS QUAD   -  LAFAYETTE (2019)
 FH1106
 FH1106                         *CURRENT SURVEY CONTROL
 FH1106  ______________________________________________________________________
 FH1106* NAD 83(1993) POSITION- 35 14 59.28219(N) 095 06 54.49998(W)   ADJUSTED
 FH1106  ______________________________________________________________________
 FH1106  GEOID HEIGHT    -        -30.638 (meters)                     GEOID18
 FH1106  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 FH1106  HORZ ORDER      -  THIRD
 FH1106
 FH1106.The horizontal coordinates were established by classical geodetic methods
 FH1106.and adjusted by the National Geodetic Survey in November 1994.
 FH1106
 FH1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1106.GEOID18 height accuracy estimate available here.
 FH1106
 FH1106.Click photographs - Photos may exist for this station.
 FH1106
 FH1106.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1106
 FH1106. The following values were computed from the NAD 83(1993) position.
 FH1106
 FH1106;                    North         East     Units Scale Factor Converg.
 FH1106;SPC OK S     -   216,339.847   862,515.965   MT  1.00000330   +1 38 15.0
 FH1106;SPC OK S     -   709,774.98  2,829,771.13   sFT  1.00000330   +1 38 15.0
 FH1106;UTM  15      - 3,902,796.133   307,563.766   MT  1.00005639   -1 13 16.0
 FH1106
 FH1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0756302796(NAD 83)
 FH1106
 FH1106                          SUPERSEDED SURVEY CONTROL
 FH1106
 FH1106  NAD 83(1986)-  35 14 59.29391(N)    095 06 54.49224(W) AD(       ) 3
 FH1106  NAD 27      -  35 14 58.94400(N)    095 06 53.63300(W) AD(       ) 3
 FH1106
 FH1106.Superseded values are not recommended for survey control.
 FH1106
 FH1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1106.See file dsdata.pdf to determine how the superseded data were derived.
 FH1106
 FH1106_MARKER: 53 = ELEVATED TANK
 FH1106
 FH1106  HISTORY     - Date     Condition        Report By
 FH1106  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1106
 FH1106                          STATION DESCRIPTION
 FH1106
 FH1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1106'POINT OBSERVED UPON WAS THE CENTER OF THE STIGLER MUNICIPAL
 FH1106'WATER TANK.  THIS IS A BLACK COLORED, ELEVATED STEEL STRUCTURE.
 FH1106'IT IS 80 FEET TO THE BOTTOM OF THE TANK, AND 25 FEET FROM THE
 FH1106'BOTTOM TO THE FINIAL.  THE TANK HAS A 14-INCH STANDPIPE.
 FH1106'
 FH1106'THE TANK IS APPROXIMATELY 1/2 MILE E OF THE CENTER OF TOWN,
 FH1106'AND 150 FEET N OF THE MIDLAND VALLEY TRACKS.
 FH1106'
 FH1106'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1055 ***********************************************************************
 GH1055  CBN         -  This is a Cooperative Base Network Control Station.
 GH1055  DESIGNATION -  STILL
 GH1055  PID         -  GH1055
 GH1055  STATE/COUNTY-  OK/PAYNE
 GH1055  COUNTRY     -  US
 GH1055  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH1055
 GH1055                         *CURRENT SURVEY CONTROL
 GH1055  ______________________________________________________________________
 GH1055* NAD 83(2011) POSITION- 36 02 37.98018(N) 097 03 03.22437(W)   ADJUSTED
 GH1055* NAD 83(2011) ELLIP HT-   270.805 (meters)        (06/27/12)   ADJUSTED
 GH1055* NAD 83(2011) EPOCH   -  2010.00
 GH1055* NAVD 88 ORTHO HEIGHT -   298.9   (meters)      981.    (feet) GPS OBS
 GH1055  ______________________________________________________________________
 GH1055  NAVD 88 orthometric height was determined with geoid model    GEOID99
 GH1055  GEOID HEIGHT    -        -28.068 (meters)                     GEOID99
 GH1055  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 GH1055  NAD 83(2011) X  -   -633,806.734 (meters)                     COMP
 GH1055  NAD 83(2011) Y  - -5,124,306.300 (meters)                     COMP
 GH1055  NAD 83(2011) Z  -  3,732,289.248 (meters)                     COMP
 GH1055  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 GH1055
 GH1055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH1055  Standards:
 GH1055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH1055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH1055  -------------------------------------------------------------------
 GH1055  NETWORK    1.41   3.37           0.65   0.47   1.72      0.01315038
 GH1055  -------------------------------------------------------------------
 GH1055  Click here for local accuracies and other accuracy information.
 GH1055
 GH1055.The horizontal coordinates were established by GPS observations
 GH1055.and adjusted by the National Geodetic Survey in June 2012.
 GH1055
 GH1055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH1055.been affixed to the stable North American tectonic plate. See 
 GH1055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH1055
 GH1055.The horizontal coordinates are valid at the epoch date displayed above
 GH1055.which is a decimal equivalence of Year/Month/Day.
 GH1055
 GH1055.The orthometric height was determined by GPS observations and a
 GH1055.high-resolution geoid model.
 GH1055
 GH1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1055.GEOID18 height accuracy estimate available here.
 GH1055
 GH1055.Click photographs - Photos may exist for this station.
 GH1055
 GH1055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1055
 GH1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1055
 GH1055.The ellipsoidal height was determined by GPS observations
 GH1055.and is referenced to NAD 83.
 GH1055
 GH1055. The following values were computed from the NAD 83(2011) position.
 GH1055
 GH1055;                    North         East     Units Scale Factor Converg.
 GH1055;SPC OK N     -   116,239.623   685,521.479   MT  0.99994772   +0 33 36.4
 GH1055;SPC OK N     -   381,362.83  2,249,081.72   sFT  0.99994772   +0 33 36.4
 GH1055;UTM  14      - 3,990,573.437   675,581.273   MT  0.99997987   +1 08 49.8
 GH1055
 GH1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1055!SPC OK N     -   0.99995750  x   0.99994772  =   0.99990522
 GH1055!UTM  14      -   0.99995750  x   0.99997987  =   0.99993737
 GH1055
 GH1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7558190573(NAD 83)
 GH1055
 GH1055                          SUPERSEDED SURVEY CONTROL
 GH1055
 GH1055  NAD 83(2007)-  36 02 37.98020(N)    097 03 03.22493(W) AD(2002.00) 0
 GH1055  ELLIP H (02/10/07)  270.826  (m)                       GP(2002.00)    
 GH1055  ELLIP H (04/16/01)  270.806  (m)                       GP(       ) 4 2
 GH1055  NAD 83(1993)-  36 02 37.98019(N)    097 03 03.22539(W) AD(       ) B
 GH1055  ELLIP H (05/09/94)  270.847  (m)                       GP(       ) 4 2
 GH1055  NAVD 88 (07/24/98)  298.9    (m)  GEOID96  model used  GPS OBS        
 GH1055  NAVD 88 (01/13/95)  298.9    (m)  UNKNOWN  model used  GPS OBS        
 GH1055  NAVD 88 (05/09/94)  299.0    (m)  GEOID93  model used  GPS OBS        
 GH1055
 GH1055.Superseded values are not recommended for survey control.
 GH1055
 GH1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1055.See file dsdata.pdf to determine how the superseded data were derived.
 GH1055
 GH1055_MARKER: I = METAL ROD
 GH1055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1055_STAMPING: STILL 1993
 GH1055_MARK LOGO: NGS
 GH1055_PROJECTION: FLUSH
 GH1055_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1055+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 GH1055_ROD/PIPE-DEPTH: 4.5 meters
 GH1055_SLEEVE-DEPTH  : 0.9 meters
 GH1055
 GH1055  HISTORY     - Date     Condition        Report By
 GH1055  HISTORY     - 1993     MONUMENTED       NGS
 GH1055  HISTORY     - 20010504 GOOD             MSAM
 GH1055  HISTORY     - 20021118 GOOD             OKDOT
 GH1055  HISTORY     - 20040527 GOOD             OKDOT
 GH1055  HISTORY     - 20061102 GOOD             AIRDAT
 GH1055  HISTORY     - 20150803 GOOD             INDIV
 GH1055
 GH1055                          STATION DESCRIPTION
 GH1055
 GH1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GH1055'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF STILLWATER, 4.8 KM
 GH1055'(3.00 MI) NORTH OF THE JUNCTION OF US HIGHWAY 177 AND STATE HIGHWAY
 GH1055'33, ALONG HIGHWAY 177, ON THE RIGHT-OF-WAY, ADJACENT TO A FIELD, AT A
 GH1055'FIELD ENTRANCE, IN THE NORTHEAST ANGLE OF THE JUNCTION OF THE HIGHWAY
 GH1055'AND MEHAN ROAD, IN THE SOUTHWEST 1/4 OF SECTION 13, T 18 N, R 2 E.
 GH1055'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GH1055'TO REACH FROM THE WESTERN ONE OF TWO JUNCTIONS OF HIGHWAYS 177 AND 33,
 GH1055'ABOUT 13 KM (8.05 MI) SOUTH OF STILLWATER, GO NORTH ON HIGHWAY 177
 GH1055'FOR 6.46 KM (4.00 MI) TO A CROSSROAD.  CONTINUE AHEAD FOR 0.05 KM
 GH1055'(0.05 MI) TO THE STATION ON THE RIGHT.
 GH1055'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 GH1055'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 GH1055'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 24.7
 GH1055'M (81.0 FT) EAST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 49.3
 GH1055'M (161.7 FT) NORTH OF THE CENTER OF MEHAN ROAD, 8.7 M (28.5 FT) SOUTH
 GH1055'OF A UTILITY POLE, 2.5 M (8.2 FT) WEST OF A STEEL WITNESS POST IN THE
 GH1055'RIGHT-OF-WAY FENCE, AND 1.6 M (5.2 FT) WEST-SOUTHWEST OF A FIBERGLASS
 GH1055'WITNESS POST AT A SAWED-OFF UTILITY POLE BRACED FENCE POST.
 GH1055
 GH1055                          STATION RECOVERY (2001)
 GH1055
 GH1055'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GH1055'RECOVERED AS DESCRIBED, EXCEPT ADD 32.2 M (105.6 FT)
 GH1055'NORTH-NORTHWEST OF A TELEPHONE RISER, 17.0 M (55.8 FT) EAST AND
 GH1055'PERPENDICULAR TO THE EAST EDGE OF U.S. HIGHWAY 177.
 GH1055
 GH1055                          STATION RECOVERY (2002)
 GH1055
 GH1055'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DEA)
 GH1055'RECOVERED IN GOOD CONDITION.
 GH1055
 GH1055                          STATION RECOVERY (2004)
 GH1055
 GH1055'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GH1055'RECOVERED IN GOOD CONDITION.
 GH1055
 GH1055                          STATION RECOVERY (2006)
 GH1055
 GH1055'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GH1055'RECOVERED AS DESCRIBED.
 GH1055
 GH1055                          STATION RECOVERY (2015)
 GH1055
 GH1055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JF)
 GH1055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0719 ***********************************************************************
 GH0719  DESIGNATION -  STILLWATER LT PWR PLT CONC STK
 GH0719  PID         -  GH0719
 GH0719  STATE/COUNTY-  OK/PAYNE
 GH0719  COUNTRY     -  US
 GH0719  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0719
 GH0719                         *CURRENT SURVEY CONTROL
 GH0719  ______________________________________________________________________
 GH0719* NAD 83(1993) POSITION- 36 07 04.46426(N) 097 03 15.12182(W)   ADJUSTED
 GH0719  ______________________________________________________________________
 GH0719  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 GH0719  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 GH0719  HORZ ORDER      -  THIRD
 GH0719
 GH0719.The horizontal coordinates were established by classical geodetic methods
 GH0719.and adjusted by the National Geodetic Survey in November 1994.
 GH0719
 GH0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0719.GEOID18 height accuracy estimate available here.
 GH0719
 GH0719.Click photographs - Photos may exist for this station.
 GH0719
 GH0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0719
 GH0719. The following values were computed from the NAD 83(1993) position.
 GH0719
 GH0719;                    North         East     Units Scale Factor Converg.
 GH0719;SPC OK N     -   124,449.557   685,143.687   MT  0.99994578   +0 33 29.4
 GH0719;SPC OK N     -   408,298.25  2,247,842.25   sFT  0.99994578   +0 33 29.4
 GH0719;UTM  14      - 3,998,779.327   675,119.224   MT  0.99997787   +1 08 50.1
 GH0719
 GH0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7511998779(NAD 83)
 GH0719
 GH0719                          SUPERSEDED SURVEY CONTROL
 GH0719
 GH0719  NAD 83(1986)-  36 07 04.47462(N)    097 03 15.10595(W) AD(       ) 3
 GH0719  NAD 27      -  36 07 04.29200(N)    097 03 13.98500(W) AD(       ) 3
 GH0719
 GH0719.Superseded values are not recommended for survey control.
 GH0719
 GH0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0719.See file dsdata.pdf to determine how the superseded data were derived.
 GH0719
 GH0719_MARKER: 63 = STACK
 GH0719
 GH0719  HISTORY     - Date     Condition        Report By
 GH0719  HISTORY     - 1938     FIRST OBSERVED   CGS
 GH0719
 GH0719                          STATION DESCRIPTION
 GH0719
 GH0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0719'THIS IS THE TALL CONCRETE STACK TO THE STILLWATER LIGHT AND
 GH0719'POWER PLANT.  IT IS LOCATED EAST OF THE MAIN PART OF THE CITY.
 GH0719'
 GH0719'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0720 ***********************************************************************
 GH0720  DESIGNATION -  STILLWATER MUNICIPAL TANK
 GH0720  PID         -  GH0720
 GH0720  STATE/COUNTY-  OK/PAYNE
 GH0720  COUNTRY     -  US
 GH0720  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0720
 GH0720                         *CURRENT SURVEY CONTROL
 GH0720  ______________________________________________________________________
 GH0720* NAD 83(1993) POSITION- 36 06 46.22921(N) 097 03 26.68382(W)   ADJUSTED
 GH0720  ______________________________________________________________________
 GH0720  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 GH0720  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 GH0720  HORZ ORDER      -  THIRD
 GH0720
 GH0720.The horizontal coordinates were established by classical geodetic methods
 GH0720.and adjusted by the National Geodetic Survey in November 1994.
 GH0720
 GH0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0720.GEOID18 height accuracy estimate available here.
 GH0720
 GH0720.Click photographs - Photos may exist for this station.
 GH0720
 GH0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0720
 GH0720. The following values were computed from the NAD 83(1993) position.
 GH0720
 GH0720;                    North         East     Units Scale Factor Converg.
 GH0720;SPC OK N     -   123,884.752   684,860.028   MT  0.99994586   +0 33 22.6
 GH0720;SPC OK N     -   406,445.22  2,246,911.61   sFT  0.99994586   +0 33 22.6
 GH0720;UTM  14      - 3,998,211.617   674,841.378   MT  0.99997667   +1 08 42.7
 GH0720
 GH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7484198211(NAD 83)
 GH0720
 GH0720                          SUPERSEDED SURVEY CONTROL
 GH0720
 GH0720  NAD 83(1986)-  36 06 46.23955(N)    097 03 26.66791(W) AD(       ) 3
 GH0720  NAD 27      -  36 06 46.05500(N)    097 03 25.54900(W) AD(       ) 3
 GH0720
 GH0720.Superseded values are not recommended for survey control.
 GH0720
 GH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0720.See file dsdata.pdf to determine how the superseded data were derived.
 GH0720
 GH0720_MARKER: 53 = ELEVATED TANK
 GH0720
 GH0720  HISTORY     - Date     Condition        Report By
 GH0720  HISTORY     - 1938     FIRST OBSERVED   CGS
 GH0720  HISTORY     - 1964     GOOD             CGS
 GH0720  HISTORY     - 1969     GOOD             CGS
 GH0720
 GH0720                          STATION DESCRIPTION
 GH0720
 GH0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0720'WATER TANK IN STILLWATER IS LOCATED ON LEWIS STREET BETWEEN
 GH0720'NINTH AND EIGHTH STREETS IN STILLWATER, OKLAHOMA.
 GH0720'
 GH0720'THIS IS AN INTERSECTION STATION.
 GH0720
 GH0720                          STATION RECOVERY (1964)
 GH0720
 GH0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0720'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GH0720'CONDITION.
 GH0720
 GH0720                          STATION RECOVERY (1969)
 GH0720
 GH0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 GH0720'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GH0720'
 GH0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 GH0720'STILLWATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0724 ***********************************************************************
 GH0724  DESIGNATION -  STILLWATER RADIO STA KSPI MAST
 GH0724  PID         -  GH0724
 GH0724  STATE/COUNTY-  OK/PAYNE
 GH0724  COUNTRY     -  US
 GH0724  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0724
 GH0724                         *CURRENT SURVEY CONTROL
 GH0724  ______________________________________________________________________
 GH0724* NAD 83(1993) POSITION- 36 04 56.76698(N) 097 03 13.33904(W)   ADJUSTED
 GH0724  ______________________________________________________________________
 GH0724  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 GH0724  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 GH0724  HORZ ORDER      -  THIRD
 GH0724
 GH0724.The horizontal coordinates were established by classical geodetic methods
 GH0724.and adjusted by the National Geodetic Survey in November 1994.
 GH0724
 GH0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0724.GEOID18 height accuracy estimate available here.
 GH0724
 GH0724.Click photographs - Photos may exist for this station.
 GH0724
 GH0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0724
 GH0724. The following values were computed from the NAD 83(1993) position.
 GH0724
 GH0724;                    North         East     Units Scale Factor Converg.
 GH0724;SPC OK N     -   120,514.446   685,226.626   MT  0.99994650   +0 33 30.4
 GH0724;SPC OK N     -   395,387.81  2,248,114.36   sFT  0.99994650   +0 33 30.4
 GH0724;UTM  14      - 3,994,845.149   675,242.587   MT  0.99997841   +1 08 47.6
 GH0724
 GH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7524294845(NAD 83)
 GH0724
 GH0724                          SUPERSEDED SURVEY CONTROL
 GH0724
 GH0724  NAD 83(1986)-  36 04 56.77731(N)    097 03 13.32267(W) AD(       ) 3
 GH0724  NAD 27      -  36 04 56.58948(N)    097 03 12.20687(W) AD(       ) 3
 GH0724
 GH0724.Superseded values are not recommended for survey control.
 GH0724
 GH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0724.See file dsdata.pdf to determine how the superseded data were derived.
 GH0724
 GH0724_MARKER: 42 = RADIO/TV MAST
 GH0724
 GH0724  HISTORY     - Date     Condition        Report By
 GH0724  HISTORY     - 1954     FIRST OBSERVED   CGS
 GH0724
 GH0724                          STATION DESCRIPTION
 GH0724
 GH0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0724'THE STATION IS THE TOP A FOUR LEGGED STEEL SKELETON TOWER,
 GH0724'ABOUT 1.5 MILES SOUTH OF STILLWATER, ON THE WEST SIDE OF
 GH0724'STATE HIGHWAY 40.  THE TOWER IS 256 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1005 ***********************************************************************
 EL1005  DESIGNATION -  STONE
 EL1005  PID         -  EL1005
 EL1005  STATE/COUNTY-  OK/STEPHENS
 EL1005  COUNTRY     -  US
 EL1005  USGS QUAD   -  MARLOW (2018)
 EL1005
 EL1005                         *CURRENT SURVEY CONTROL
 EL1005  ______________________________________________________________________
 EL1005* NAD 83(1993) POSITION- 34 38 17.66075(N) 097 58 28.70169(W)   ADJUSTED
 EL1005* NAVD 88 ORTHO HEIGHT -   397.4   (meters)     1304.    (feet) VERTCON3
 EL1005  ______________________________________________________________________
 EL1005  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 EL1005  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 EL1005  HORZ ORDER      -  THIRD
 EL1005
 EL1005.The horizontal coordinates were established by classical geodetic methods
 EL1005.and adjusted by the National Geodetic Survey in November 1994.
 EL1005
 EL1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1005
 EL1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1005.GEOID18 height accuracy estimate available here.
 EL1005
 EL1005.Click photographs - Photos may exist for this station.
 EL1005
 EL1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1005
 EL1005. The following values were computed from the NAD 83(1993) position.
 EL1005
 EL1005;                    North         East     Units Scale Factor Converg.
 EL1005;SPC OK S     -   144,744.901   602,325.122   MT  0.99993639   +0 00 51.8
 EL1005;SPC OK S     -   474,883.90  1,976,128.34   sFT  0.99993639   +0 00 51.8
 EL1005;UTM  14      - 3,833,404.348   593,977.571   MT  0.99970886   +0 34 58.3
 EL1005
 EL1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1005!SPC OK S     -   0.99994171  x   0.99993639  =   0.99987810
 EL1005!UTM  14      -   0.99994171  x   0.99970886  =   0.99965058
 EL1005
 EL1005:                Primary Azimuth Mark                     Grid Az
 EL1005:SPC OK S     -  STONE AZ MK                              071 36 27.0
 EL1005:UTM  14      -  STONE AZ MK                              071 02 20.5
 EL1005
 EL1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9397733404(NAD 83)
 EL1005
 EL1005|---------------------------------------------------------------------|
 EL1005| PID    Reference Object                     Distance      Geod. Az  |
 EL1005|                                                           dddmmss.s |
 EL1005| CY2352 STONE AZ MK                                        0713718.8 |
 EL1005| CY2353 STONE RM 1                           10.282 METERS 09253     |
 EL1005| CY2354 STONE RM 2                           17.470 METERS 17920     |
 EL1005|---------------------------------------------------------------------|
 EL1005
 EL1005                          SUPERSEDED SURVEY CONTROL
 EL1005
 EL1005  NAD 83(1986)-  34 38 17.66518(N)    097 58 28.68618(W) AD(       ) 3
 EL1005  NAD 27      -  34 38 17.39900(N)    097 58 27.54900(W) AD(       ) 3
 EL1005  NGVD 29 (07/19/86)  397.3    (m)         1303.     (f) VERT ANG       
 EL1005
 EL1005.Superseded values are not recommended for survey control.
 EL1005
 EL1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1005.See file dsdata.pdf to determine how the superseded data were derived.
 EL1005
 EL1005_MARKER: DS = TRIANGULATION STATION DISK
 EL1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1005_STAMPING: STONE 1948
 EL1005_MARK LOGO: CGS
 EL1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1005+STABILITY: SURFACE MOTION
 EL1005
 EL1005  HISTORY     - Date     Condition        Report By
 EL1005  HISTORY     - 1948     MONUMENTED       CGS
 EL1005  HISTORY     - 1950     SEE DESCRIPTION  CGS
 EL1005
 EL1005                          STATION DESCRIPTION
 EL1005
 EL1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL1005'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST-SOUTHWEST OF THE
 EL1005'CENTER OF MARLOW AND IS NEAR THE SOUTH EDGE OF A CULTIVATED FIELD
 EL1005'OWNED BY MR. T.P. STONE.  IT IS SITUATED ON TOP OF A 6 FOOT BANK,
 EL1005'23 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 3 FEET NORTH OF
 EL1005'THE FENCE LINE.  THE DISK IS STAMPED STONE 1948 AND PROJECTS 2
 EL1005'INCHES.
 EL1005'
 EL1005'REFERENCE MARK NO. 1 IS SET 1 FOOT NORTH OF THE FENCE LINE.  THE
 EL1005'DISK IS STAMPED STONE NO 1 1948 AND PROJECTS 3 INCHES.
 EL1005'
 EL1005'REFERENCE MARK NO. 2 IS SET ACROSS THE ROAD FROM THE STATION, 18
 EL1005'FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET EAST OF A GATE POST
 EL1005'AND 2 FEET NORTH OF THE FENCE LINE.  THE DISK IS STAMPED STONE NO
 EL1005'2 1948 AND PROJECTS 3 INCHES.
 EL1005'
 EL1005'THE AZIMUTH MARK IS LOCATED 0.5 MILE EAST-NORTHEAST OF THE STATION,
 EL1005'18 FEET WEST OF THE CENTER OF THE DIRT ROAD, 15 FEET SOUTH OF A GATE
 EL1005'POST AND 1 FOOT WEST OF THE FENCE LINE.  THE DISK IS STAMPED STONE
 EL1005'1948 AND PROJECTS 2 INCHES.
 EL1005'
 EL1005'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MARLOW, GO SOUTH ON
 EL1005'U.S. HIGHWAY 81 FOR 0.65 MILE TO A T-ROAD RIGHT BETWEEN A TEXACO
 EL1005'SERVICE STATION AND A ROCK ISLAND SERVICE STATION, TURN RIGHT AND
 EL1005'GO WEST FOR 0.55 MILE TO CROSSROADS, (TURN RIGHT AND GO NORTH FOR
 EL1005'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT) CONTINUE WEST FOR 0.45
 EL1005'MILE TO TOP OF A SMALL HILL AND THE STATION ON THE RIGHT AS
 EL1005'DESCRIBED.
 EL1005'
 EL1005'A 47 FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 4 FEET.
 EL1005'
 EL1005'A 100 FOOT SIGNAL AT BURNS IS VISIBLE AT 4 FEET.
 EL1005'
 EL1005'A 4 FOOT SIGNAL AT MAR IS VISIBLE AT 4 FEET.
 EL1005
 EL1005                          STATION RECOVERY (1950)
 EL1005
 EL1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 EL1005'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1948 AND ALL
 EL1005'MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MARK, R.M. NO. 1,
 EL1005'AND THE AZIMUTH MARK HAD TO BE REMOVED BECAUSE OF ROAD GRADING
 EL1005'OPERATIONS.  NEW MARKS WERE SET AND STAMPED STONE 2 1950, AND A
 EL1005'COMPLETE DESCRIPTION WAS WRITTEN FOR THAT STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1014 ***********************************************************************
 EL1014  DESIGNATION -  STONE 2
 EL1014  PID         -  EL1014
 EL1014  STATE/COUNTY-  OK/STEPHENS
 EL1014  COUNTRY     -  US
 EL1014  USGS QUAD   -  MARLOW (2018)
 EL1014
 EL1014                         *CURRENT SURVEY CONTROL
 EL1014  ______________________________________________________________________
 EL1014* NAD 83(1993) POSITION- 34 38 18.04232(N) 097 58 28.59638(W)   ADJUSTED
 EL1014* NAVD 88 ORTHO HEIGHT -   397.3   (meters)     1303.    (feet) VERTCON3
 EL1014  ______________________________________________________________________
 EL1014  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 EL1014  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 EL1014  HORZ ORDER      -  SECOND
 EL1014
 EL1014.The horizontal coordinates were established by classical geodetic methods
 EL1014.and adjusted by the National Geodetic Survey in November 1994.
 EL1014
 EL1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1014
 EL1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1014.GEOID18 height accuracy estimate available here.
 EL1014
 EL1014.Click photographs - Photos may exist for this station.
 EL1014
 EL1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1014
 EL1014. The following values were computed from the NAD 83(1993) position.
 EL1014
 EL1014;                    North         East     Units Scale Factor Converg.
 EL1014;SPC OK S     -   144,756.659   602,327.801   MT  0.99993639   +0 00 51.9
 EL1014;SPC OK S     -   474,922.47  1,976,137.13   sFT  0.99993639   +0 00 51.9
 EL1014;UTM  14      - 3,833,416.129   593,980.133   MT  0.99970886   +0 34 58.3
 EL1014
 EL1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1014!SPC OK S     -   0.99994172  x   0.99993639  =   0.99987812
 EL1014!UTM  14      -   0.99994172  x   0.99970886  =   0.99965060
 EL1014
 EL1014:                Primary Azimuth Mark                     Grid Az
 EL1014:SPC OK S     -  MAR                                      012 48 47.5
 EL1014:UTM  14      -  MAR                                      012 14 41.1
 EL1014
 EL1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9398033416(NAD 83)
 EL1014
 EL1014|---------------------------------------------------------------------|
 EL1014| PID    Reference Object                     Distance      Geod. Az  |
 EL1014|                                                           dddmmss.s |
 EL1014| EL1010 MAR                                 APPROX. 6.9 KM 0124939.4 |
 EL1014| CY2362 STONE 2 AZ MK                                      0734602.2 |
 EL1014| CY2354 STONE RM 2                                         18451     |
 EL1014| EL1005 STONE                                12.060 METERS 19251     |
 EL1014| CY2363 STONE 2 RM 3                         11.662 METERS 26913     |
 EL1014|---------------------------------------------------------------------|
 EL1014
 EL1014                          SUPERSEDED SURVEY CONTROL
 EL1014
 EL1014  NAD 83(1986)-  34 38 18.04675(N)    097 58 28.58087(W) AD(       ) 2
 EL1014  NAD 27      -  34 38 17.78100(N)    097 58 27.44400(W) AD(       ) 2
 EL1014  NGVD 29 (07/19/86)  397.2    (m)         1303.     (f) VERT ANG       
 EL1014
 EL1014.Superseded values are not recommended for survey control.
 EL1014
 EL1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1014.See file dsdata.pdf to determine how the superseded data were derived.
 EL1014
 EL1014_MARKER: DS = TRIANGULATION STATION DISK
 EL1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1014_STAMPING: STONE 2 1950
 EL1014_MARK LOGO: CGS
 EL1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1014+STABILITY: SURFACE MOTION
 EL1014
 EL1014  HISTORY     - Date     Condition        Report By
 EL1014  HISTORY     - 1950     MONUMENTED       CGS
 EL1014  HISTORY     - 1963     GOOD             CGS
 EL1014  HISTORY     - 1965     GOOD             OKDH
 EL1014  HISTORY     - 1976     GOOD             OKDH
 EL1014
 EL1014                          STATION DESCRIPTION
 EL1014
 EL1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 EL1014'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST-SOUTHWEST OF MARLOW,
 EL1014'AND IS AT THE SOUTH EDGE OF A CULTIVATED FIELD, OWNED BY MR. T.P.
 EL1014'STONE.  IT IS 62 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST,
 EL1014'GRADED DIRT ROAD.  THE DISK IS STAMPED STONE 2 1950 AND PROJECTS 2
 EL1014'INCHES.
 EL1014'
 EL1014'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 EL1014'ROAD, 6 FEET EAST OF A GATE POST, AND 1 FOOT NORTH OF A FENCELINE.
 EL1014'THE DISK IS STAMPED STONE 1948 AND PROJECTS 4 INCHES.
 EL1014'
 EL1014'REFERENCE MARK NO. 3 IS 62 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 EL1014'THE DISK IS STAMPED STONE 2 1950 AND PROJECTS 2 INCHES.
 EL1014'
 EL1014'THE AZIMUTH MARK IS ABOUT 38 YARDS SOUTH OF THE CENTERLINE OF AN
 EL1014'EAST-WEST DIRT ROAD, 46 FEET EAST OF THE CENTERLINE OF A
 EL1014'NORTH-SOUTH, DIRT ROAD, 6 INCHES WEST OF A FENCE LINE, AND 3 FEET
 EL1014'SOUTH OF A WITNESS POST.  STAMPED STONE 2 1950 AND PROJECTS 2
 EL1014'INCHES.
 EL1014'
 EL1014'TO REACH THE STATION FROM THE TRAFFIC LIGHT, IN MARLOW, GO SOUTH
 EL1014'ON U.S. HIGHWAY 81 FOR 0.65 MILE, TO A CROSS ROAD,  TURN RIGHT, AND
 EL1014'GO WEST FOR 0.55 MILE TO A CROSS ROAD.  CONTINUE WEST FOR 0.45
 EL1014'MILE TO THE TOP OF A SMALL RIDGE, AND THE STATION ON THE RIGHT.
 EL1014'
 EL1014'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOT 0.45 MILE
 EL1014'TO THE CROSS ROAD, TURN LEFT, AND GO NORTH, FOR 0.15 MILE TO THE
 EL1014'MARK ON THE RIGHT.
 EL1014
 EL1014                          STATION RECOVERY (1963)
 EL1014
 EL1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL1014'STATION, REFERENCE MARK NUMBER THREE AND AZIMUTH MARK RECOVERED
 EL1014'AND FOUND IN GOOD CONDITION, THE STATION IS IN THE SW 1/4 OF THE
 EL1014'SE 1/4 OF SEC. 18, T. 2 N., R. 7 W.
 EL1014'
 EL1014'STATION IS 65.0 FEET NORTH FROM THE CENTER OF THE EAST-WEST SECTION
 EL1014'LINE ROAD AND 27.0 FEET WEST-NORTHWEST FROM A POWER LINE POLE,
 EL1014'39.0 FEET NORTH FROM THE EAST-WEST FENCE LINE.  THE MARK PROJECTS
 EL1014'1 INCH.
 EL1014'
 EL1014'R.M. NO. 2 HAS BEEN HIT WITH ROAD EQUIPMENT AND TILTED OUT OF ITS
 EL1014'ORIGINAL POSITION.
 EL1014'
 EL1014'R.M. NO. 3 IS 65.0 FEET NORTH FROM THE CENTER OF THE EAST-WEST ROAD
 EL1014'AND 38.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.  THE MARK
 EL1014'PROJECTS 1 INCH.
 EL1014'
 EL1014'AZIMUTH MARK IS 29.0 FEET EAST FROM THE CENTEROF NORTH-SOUTH
 EL1014'SECTION LINE ROAD AND 119.0 FEET SOUTH FROM THE CENTER OF CHOCTAU
 EL1014'STREET, IN A NORTH-SOUTH FENCE LINE AND THE MARK IS FLUSH WITH
 EL1014'GROUND SURFACE.
 EL1014'
 EL1014'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 29
 EL1014'IN MARLOW, GO WEST ON MAIN STREET FOR 0.55 MILE TO T-INTERSECTION,
 EL1014'TURN LEFT AND GO SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 EL1014'LEFT, CONTINUE SOUTH FOR 0.15 MILE TO CROSSROADS, TURN RIGHT AND
 EL1014'GO WEST FOR 0.45 MILE TO TOP OF GRADE AND STATION ON THE RIGHT AS
 EL1014'DESCRIBED.
 EL1014
 EL1014                          STATION RECOVERY (1965)
 EL1014
 EL1014'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1965
 EL1014'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION.
 EL1014
 EL1014                          STATION RECOVERY (1976)
 EL1014
 EL1014'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EL1014'STONE 2 1950 IN GOOD CONDITION.
 EL1014'
 EL1014'R.M. NO. 3 IN GOOD CONDITION.
 EL1014'
 EL1014'R.M. NO. 1 AND NO. 2 AND AZI. MARK HAVE BEEN DESTROYED.
 EL1014'
 EL1014'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES SOUTH AND 1.0
 EL1014'MILES WEST OF JCT. US 81 AND SH 29 IN MARLOW, OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0831 ***********************************************************************
 EL0831  DESIGNATION -  STONE BUILDING CENTER CUPOLA
 EL0831  PID         -  EL0831
 EL0831  STATE/COUNTY-  OK/PONTOTOC
 EL0831  COUNTRY     -  US
 EL0831  USGS QUAD   -  VANOSS (2018)
 EL0831
 EL0831                         *CURRENT SURVEY CONTROL
 EL0831  ______________________________________________________________________
 EL0831* NAD 83(1993) POSITION- 34 48 13.26572(N) 096 49 12.55880(W)   ADJUSTED
 EL0831  ______________________________________________________________________
 EL0831  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 EL0831  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC18
 EL0831  HORZ ORDER      -  THIRD
 EL0831
 EL0831.The horizontal coordinates were established by classical geodetic methods
 EL0831.and adjusted by the National Geodetic Survey in November 1994.
 EL0831
 EL0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0831.GEOID18 height accuracy estimate available here.
 EL0831
 EL0831.Click photographs - Photos may exist for this station.
 EL0831
 EL0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0831
 EL0831. The following values were computed from the NAD 83(1993) position.
 EL0831
 EL0831;                    North         East     Units Scale Factor Converg.
 EL0831;SPC OK S     -   163,728.217   707,953.891   MT  0.99994325   +0 40 10.9
 EL0831;SPC OK S     -   537,164.99  2,322,678.72   sFT  0.99994325   +0 40 10.9
 EL0831;UTM  14      - 3,853,438.490   699,405.252   MT  1.00009010   +1 14 40.5
 EL0831
 EL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9940553438(NAD 83)
 EL0831
 EL0831                          SUPERSEDED SURVEY CONTROL
 EL0831
 EL0831  NAD 83(1986)-  34 48 13.26984(N)    096 49 12.54540(W) AD(       ) 3
 EL0831  NAD 27      -  34 48 12.96800(N)    096 49 11.48500(W) AD(       ) 3
 EL0831  USSD        -  34 48 12.87600(N)    096 49 11.83400(W) AD(       ) 3
 EL0831
 EL0831.Superseded values are not recommended for survey control.
 EL0831
 EL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0831.See file dsdata.pdf to determine how the superseded data were derived.
 EL0831
 EL0831_MARKER: 86 = CUPOLA
 EL0831
 EL0831  HISTORY     - Date     Condition        Report By
 EL0831  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0831  HISTORY     - 1934     GOOD             CGS
 EL0831
 EL0831                          STATION DESCRIPTION
 EL0831
 EL0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0831'RECOVERED.  A LARGE STONE RESIDENCE WITH SMALL TOWER, THE ONLY
 EL0831'BUILDING COULD LOCATE IN LOCATION.  NO PREVIOUS DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0842 ***********************************************************************
 EL0842  DESIGNATION -  STRATFORD
 EL0842  PID         -  EL0842
 EL0842  STATE/COUNTY-  OK/GARVIN
 EL0842  COUNTRY     -  US
 EL0842  USGS QUAD   -  BYARS (2018)
 EL0842
 EL0842                         *CURRENT SURVEY CONTROL
 EL0842  ______________________________________________________________________
 EL0842* NAD 83(1993) POSITION- 34 46 16.73206(N) 097 00 05.35519(W)   ADJUSTED
 EL0842* NAVD 88 ORTHO HEIGHT -   359.48  (+/-2cm)     1179.4   (feet) VERTCON3
 EL0842  ______________________________________________________________________
 EL0842  GEOID HEIGHT    -        -25.711 (meters)                     GEOID18
 EL0842  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 EL0842  HORZ ORDER      -  THIRD
 EL0842  VERT ORDER      -  THIRD ? (See Below)
 EL0842
 EL0842.The horizontal coordinates were established by classical geodetic methods
 EL0842.and adjusted by the National Geodetic Survey in November 1994.
 EL0842
 EL0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0842
 EL0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0842.GEOID18 height accuracy estimate available here.
 EL0842
 EL0842.The vertical order pertains to the NGVD 29 superseded value.
 EL0842
 EL0842.Click photographs - Photos may exist for this station.
 EL0842
 EL0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0842
 EL0842. The following values were computed from the NAD 83(1993) position.
 EL0842
 EL0842;                    North         East     Units Scale Factor Converg.
 EL0842;SPC OK S     -   159,958.500   691,398.386   MT  0.99994125   +0 34 00.4
 EL0842;SPC OK S     -   524,797.18  2,268,362.87   sFT  0.99994125   +0 34 00.4
 EL0842;UTM  14      - 3,849,502.659   682,886.558   MT  1.00001226   +1 08 24.3
 EL0842
 EL0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0842!SPC OK S     -   0.99994761  x   0.99994125  =   0.99988886
 EL0842!UTM  14      -   0.99994761  x   1.00001226  =   0.99995987
 EL0842
 EL0842:                Primary Azimuth Mark                     Grid Az
 EL0842:SPC OK S     -  STRATFORD AZ MK                          356 21 09.8
 EL0842:UTM  14      -  STRATFORD AZ MK                          355 46 45.9
 EL0842
 EL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8288649502(NAD 83)
 EL0842
 EL0842|---------------------------------------------------------------------|
 EL0842| PID    Reference Object                     Distance      Geod. Az  |
 EL0842|                                                           dddmmss.s |
 EL0842| CY2368 STRATFORD RM 1                       17.639 METERS 13934     |
 EL0842| CY2369 STRATFORD RM 2                       16.635 METERS 21601     |
 EL0842| CY2367 STRATFORD AZ MK                                    3565510.2 |
 EL0842|---------------------------------------------------------------------|
 EL0842
 EL0842                          SUPERSEDED SURVEY CONTROL
 EL0842
 EL0842  NAD 83(1986)-  34 46 16.73685(N)    097 00 05.34222(W) AD(       ) 3
 EL0842  NAD 27      -  34 46 16.43958(N)    097 00 04.27036(W) AD(       ) 3
 EL0842  NGVD 29             359.39   (m)         1179.1    (f) LEVELING    3  
 EL0842
 EL0842.Superseded values are not recommended for survey control.
 EL0842
 EL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0842.See file dsdata.pdf to determine how the superseded data were derived.
 EL0842
 EL0842_MARKER: DS = TRIANGULATION STATION DISK
 EL0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0842_STAMPING: STRATFORD 1957
 EL0842_MARK LOGO: CGS
 EL0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0842+STABILITY: SURFACE MOTION
 EL0842
 EL0842  HISTORY     - Date     Condition        Report By
 EL0842  HISTORY     - 1957     MONUMENTED       CGS
 EL0842
 EL0842                          STATION DESCRIPTION
 EL0842
 EL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0842'STATION IS ABOUT 2 MILES WEST AND 2 MILES SOUTH OF STRATFORD,
 EL0842'ON LAND OWNED BY MR. FLETCHER DANSBY, ON THE HIGHEST POINT
 EL0842'OF A KNOLL IN PASTURE LAND IN SOUTHWEST 1/4 SECTION 33, T 4 N,
 EL0842'R 3 E.
 EL0842'
 EL0842'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 19, AT
 EL0842'THE WEST EDGE OF STRATFORD, GO WEST ON HIGHWAY 19 FOR 2.0
 EL0842'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A GRAVEL
 EL0842'ROAD 0.25 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE ON SOUTH
 EL0842'0.75 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD 0.75 MILE
 EL0842'TO A TRACK ROAD LEFT, TURN LEFT THRU CATTLE GUARD AND GO
 EL0842'EAST 342 FEET TO STATION ON LEFT.
 EL0842'
 EL0842'STATION MARKS ARE STANDARD DISKS, STAMPED STRATFORD 1957.
 EL0842'THE SURFACE MARK IS SET IN A 10-INCH, SQUARE, CONCRETE POST
 EL0842'PROJECTING 6 INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF
 EL0842'A TRACK ROAD, 45 FEET NORTH OF AN EAST-WEST FENCE AND 342
 EL0842'FEET EAST OF A CATTLE GUARD IN A NORTH-SOUTH FENCE.  A WHITE
 EL0842'WITNESS POST WAS SET 3 FEET EAST OF THE MARK.  THE UNDERGROUND
 EL0842'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 EL0842'THE GROUND SURFACE.
 EL0842'
 EL0842'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STRATFORD NO
 EL0842'1 1957, SET IN A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 EL0842'6 INCHES.  IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE, 15 FEET
 EL0842'SOUTH OF THE CENTER OF A TRACK ROAD AND ABOUT 1 FOOT LOWER
 EL0842'THAN THE STATION.
 EL0842'
 EL0842'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STRATFORD NO
 EL0842'2 1957, SET IN A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 EL0842'6 INCHES.  IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE, 13 FEET
 EL0842'SOUTH OF THE CENTER OF A TRACK ROAD, 311 FEET EAST OF A
 EL0842'CATTLE GUARD IN A NORTH-SOUTH FENCE AND ABOUT 1 FOOT LOWER
 EL0842'THAN THE STATION.
 EL0842'
 EL0842'AZIMUTH MARK IS A STANDARD DISK, STAMPED STRATFORD 1957,
 EL0842'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 EL0842'5 INCHES.  IT IS 1 FOOT EAST OF RIGHT-OF-WAY FENCE, 35 FEET
 EL0842'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 120 FEET NORTH
 EL0842'OF THE CENTER OF A DIRT SIDE ROAD GOING WEST AND 44 FEET
 EL0842'SOUTH OF AN UNDERGROUND TELEPHONE CABLE POLE NUMBER 65.  A
 EL0842'WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0833 ***********************************************************************
 EL0833  DESIGNATION -  STRATFORD MUNICIPAL TANK
 EL0833  PID         -  EL0833
 EL0833  STATE/COUNTY-  OK/GARVIN
 EL0833  COUNTRY     -  US
 EL0833  USGS QUAD   -  STRATFORD (2018)
 EL0833
 EL0833                         *CURRENT SURVEY CONTROL
 EL0833  ______________________________________________________________________
 EL0833* NAD 83(1993) POSITION- 34 47 41.97185(N) 096 57 47.15017(W)   ADJUSTED
 EL0833  ______________________________________________________________________
 EL0833  GEOID HEIGHT    -        -25.807 (meters)                     GEOID18
 EL0833  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 EL0833  HORZ ORDER      -  THIRD
 EL0833
 EL0833.The horizontal coordinates were established by classical geodetic methods
 EL0833.and adjusted by the National Geodetic Survey in November 1994.
 EL0833
 EL0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0833.GEOID18 height accuracy estimate available here.
 EL0833
 EL0833.Click photographs - Photos may exist for this station.
 EL0833
 EL0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0833
 EL0833. The following values were computed from the NAD 83(1993) position.
 EL0833
 EL0833;                    North         East     Units Scale Factor Converg.
 EL0833;SPC OK S     -   162,620.365   694,885.322   MT  0.99994268   +0 35 18.8
 EL0833;SPC OK S     -   533,530.31  2,279,802.93   sFT  0.99994268   +0 35 18.8
 EL0833;UTM  14      - 3,852,199.514   686,346.936   MT  1.00002801   +1 09 45.6
 EL0833
 EL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8634652199(NAD 83)
 EL0833
 EL0833                          SUPERSEDED SURVEY CONTROL
 EL0833
 EL0833  NAD 83(1986)-  34 47 41.97619(N)    096 57 47.13714(W) AD(       ) 3
 EL0833  NAD 27      -  34 47 41.68100(N)    096 57 46.06300(W) AD(       ) 3
 EL0833  USSD        -  34 47 41.57800(N)    096 57 46.42600(W) AD(       ) 3
 EL0833
 EL0833.Superseded values are not recommended for survey control.
 EL0833
 EL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0833.See file dsdata.pdf to determine how the superseded data were derived.
 EL0833
 EL0833_MARKER: 53 = ELEVATED TANK
 EL0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0833+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 EL0833
 EL0833  HISTORY     - Date     Condition        Report By
 EL0833  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0833  HISTORY     - 1934     GOOD             CGS
 EL0833  HISTORY     - 1954     GOOD             CGS
 EL0833  HISTORY     - 1957     GOOD             CGS
 EL0833  HISTORY     - 20040819 GOOD             USPSQD
 EL0833
 EL0833                          STATION DESCRIPTION
 EL0833
 EL0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0833'RECOVERED.
 EL0833
 EL0833                          STATION RECOVERY (1954)
 EL0833
 EL0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0833'THE STATION IS LOCATED NEAR THE CENTER OF STRATFORD ABOUT 0.1 MILE
 EL0833'SOUTH OF STATE ROUTE NO. 19.  IT IS A FOUR LEGGED STEEL STRUCTURE
 EL0833'SUPPORTING THE TANK PROPER, HAS A CONICAL ROOF WITH A BALL AT THE
 EL0833'APEX AND AN OVER-ALL HEIGHT OF 105 FEET.
 EL0833'
 EL0833'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 EL0833
 EL0833                          STATION RECOVERY (1957)
 EL0833
 EL0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0833'THE STATION IS IN THE SOUTH EDGE OF STRATFORD.  IT IS AN ELEVATED
 EL0833'TANK, SILVER IN COLOR AND 125 FEET IN HEIGHT.  THE POINT OBSERVED
 EL0833'WAS THE APEX OF THE TANK.
 EL0833
 EL0833                          STATION RECOVERY (2004)
 EL0833
 EL0833'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 EL0833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0719 ***********************************************************************
 EM0719  DESIGNATION -  STRAUSS
 EM0719  PID         -  EM0719
 EM0719  STATE/COUNTY-  OK/COTTON
 EM0719  COUNTRY     -  US
 EM0719  USGS QUAD   -  WALTERS (2018)
 EM0719
 EM0719                         *CURRENT SURVEY CONTROL
 EM0719  ______________________________________________________________________
 EM0719* NAD 83(1993) POSITION- 34 21 17.70376(N) 098 20 53.12139(W)   ADJUSTED
 EM0719* NAVD 88 ORTHO HEIGHT -   326.6   (meters)     1072.    (feet) VERTCON3
 EM0719  ______________________________________________________________________
 EM0719  GEOID HEIGHT    -        -25.522 (meters)                     GEOID18
 EM0719  LAPLACE CORR    -          4.71  (seconds)                    DEFLEC18
 EM0719  HORZ ORDER      -  THIRD
 EM0719
 EM0719.The horizontal coordinates were established by classical geodetic methods
 EM0719.and adjusted by the National Geodetic Survey in November 1994.
 EM0719
 EM0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0719
 EM0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0719.GEOID18 height accuracy estimate available here.
 EM0719
 EM0719.Click photographs - Photos may exist for this station.
 EM0719
 EM0719.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0719
 EM0719. The following values were computed from the NAD 83(1993) position.
 EM0719
 EM0719;                    North         East     Units Scale Factor Converg.
 EM0719;SPC OK S     -   113,372.532   567,978.068   MT  0.99994390   -0 11 51.3
 EM0719;SPC OK S     -   371,956.38  1,863,441.38   sFT  0.99994390   -0 11 51.3
 EM0719;UTM  14      - 3,801,702.162   559,951.480   MT  0.99964430   +0 22 04.4
 EM0719
 EM0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0719!SPC OK S     -   0.99995274  x   0.99994390  =   0.99989665
 EM0719!UTM  14      -   0.99995274  x   0.99964430  =   0.99959706
 EM0719
 EM0719:                Primary Azimuth Mark                     Grid Az
 EM0719:SPC OK S     -  STRAUSS AZ MK                            330 28 01.1
 EM0719:UTM  14      -  STRAUSS AZ MK                            329 54 05.4
 EM0719
 EM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5995101702(NAD 83)
 EM0719
 EM0719|---------------------------------------------------------------------|
 EM0719| PID    Reference Object                     Distance      Geod. Az  |
 EM0719|                                                           dddmmss.s |
 EM0719| CX8739 STRAUSS RM 1                          9.071 METERS 00342     |
 EM0719| EM0717 WALTERS MUNICIPAL TANK              APPROX. 3.3 KM 0862631.1 |
 EM0719| CX8740 STRAUSS RM 2                         16.670 METERS 26839     |
 EM0719| CX8738 STRAUSS AZ MK                                      3301609.8 |
 EM0719|---------------------------------------------------------------------|
 EM0719
 EM0719                          SUPERSEDED SURVEY CONTROL
 EM0719
 EM0719  NAD 83(1986)-  34 21 17.70734(N)    098 20 53.10710(W) AD(       ) 3
 EM0719  NAD 27      -  34 21 17.39600(N)    098 20 51.94600(W) AD(       ) 3
 EM0719  NGVD 29 (07/19/86)  326.5    (m)         1071.     (f) VERT ANG       
 EM0719
 EM0719.Superseded values are not recommended for survey control.
 EM0719
 EM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0719.See file dsdata.pdf to determine how the superseded data were derived.
 EM0719
 EM0719_MARKER: DS = TRIANGULATION STATION DISK
 EM0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0719_STAMPING: STRAUSS 1948
 EM0719_MARK LOGO: CGS
 EM0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0719+STABILITY: SURFACE MOTION
 EM0719
 EM0719  HISTORY     - Date     Condition        Report By
 EM0719  HISTORY     - 1948     MONUMENTED       CGS
 EM0719  HISTORY     - 1963     GOOD             CGS
 EM0719  HISTORY     - 1971     SEE DESCRIPTION  OKDH
 EM0719  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0719
 EM0719                          STATION DESCRIPTION
 EM0719
 EM0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0719'LOCATED ABOUT 2.3 MILES WEST OF WALTERS ON THE RIGHT-OF-WAY
 EM0719'OF A NORTH-SOUTH DIRT ROAD.  IT IS 26 FEET EAST OF THE CENTER
 EM0719'OF THE ROAD, 42 FEET NORTH OF THE NORTH END OF A WIRE GATE
 EM0719'AND T-FENCE CORNER, 3 FEET WEST OF THE NORTH-SOUTH FENCE AND
 EM0719'4 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED STRAUSS
 EM0719'1948 AND PROJECTS 4 INCHES.
 EM0719'
 EM0719'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 28 FEET EAST
 EM0719'OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF THE FENCE LINE.
 EM0719'IT IS STAMPED STRAUSS NO 1 1948 AND PROJECTS 6 INCHES.
 EM0719'
 EM0719'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 28 FEET WEST
 EM0719'OF THE CENTER OF THE ROAD, 42 FEET NORTH OF A T-FENCE CORNER
 EM0719'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.  IT IS STAMPED
 EM0719'STRAUSS NO 2 1948 AND PROJECTS 6 INCHES.
 EM0719'
 EM0719'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE AT THE
 EM0719'WEST END OF A CONCRETE CULVERT ON THE SOUTH SIDE OF STATE
 EM0719'HIGHWAY 5.  IT IS 2.5 FEET NORTHEAST OF A WITNESS POST AND
 EM0719'IS 0.15 MILE WEST OF THE CROSSROAD LEADING TO THE STATION.
 EM0719'IT IS STAMPED STRAUSS 1948.
 EM0719'
 EM0719'TO REACH FROM THE MAIN INTERSECTION IN WALTERS, GO NORTH
 EM0719'ON THE MAIN STREET FOR 0.4 MILE TO STATE HIGHWAY 5, TURN
 EM0719'LEFT, WEST, ON HIGHWAY AND GO 2.3 MILES TO A CROSSROAD, TURN
 EM0719'LEFT, SOUTH, AND GO 0.5 MILE TO THE TOP OF THE GRADE AND
 EM0719'THE STATION ON THE LEFT.
 EM0719'
 EM0719'AN 87 FOOT SIGNAL AT WALTERS IS VISIBLE FROM THE GROUND.
 EM0719'
 EM0719'A 4 FOOT SIGNAL AT TEMPLE IS VISIBLE FROM THE GROUND.
 EM0719
 EM0719                          STATION RECOVERY (1963)
 EM0719
 EM0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0719'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0719'IT IS NEAR THE SW CORNER OF THE NW 1/4 OF SEC. 27, T. 2 S.,
 EM0719'R. 11 W.  THE 1948 DISTANCE TO THE MARKS FROM ROAD, FENCE
 EM0719'LINE AND T-FENCE CORNER WERE FOUND TO BE CORRECT, ONLY CHANGE
 EM0719'A GATE HAS BEEN MADE INTO FIELD AT T-FENCE CORNER SOUTH OF THE
 EM0719'STATION.
 EM0719'
 EM0719'R.M. NO. 1 IS LEVEL WITH GROUND SURFACE AND R.M. NO. 2 IS 1 INCH
 EM0719'BELOW SURFACE OF THE GROUND.
 EM0719'
 EM0719'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 53 AT THE
 EM0719'NORTH EDGE OF WALTERS, GO WEST ON HIGHWAY 5 FOR 2.3 MILES
 EM0719'TO CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.5 MILE TO TOP
 EM0719'OF GRADE AND STATION AS DESCRIBED.
 EM0719
 EM0719                          STATION RECOVERY (1971)
 EM0719
 EM0719'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0719'STRAUSS 1948 SURFACE MARKER DESTROYED.  SUB-MARKER RECOVERED IN GOOD
 EM0719'CONDITION.
 EM0719'
 EM0719'STRAUSS AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 EM0719'
 EM0719'STRAUSS R.M. NO. 1 1948 DESTROYED.
 EM0719'
 EM0719'STRAUSS R.M. NO. 2 1948 RECOVERED IN GOOD CONDITION.
 EM0719
 EM0719                          STATION RECOVERY (1987)
 EM0719
 EM0719'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0719'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0720 ***********************************************************************
 EL0720  DESIGNATION -  STRING
 EL0720  PID         -  EL0720
 EL0720  STATE/COUNTY-  OK/ATOKA
 EL0720  COUNTRY     -  US
 EL0720  USGS QUAD   -  STRINGTOWN (2019)
 EL0720
 EL0720                         *CURRENT SURVEY CONTROL
 EL0720  ______________________________________________________________________
 EL0720* NAD 83(1993) POSITION- 34 29 22.74380(N) 096 03 20.73251(W)   ADJUSTED
 EL0720* NAVD 88 ORTHO HEIGHT -   197.    (meters)      646.    (feet) SCALED
 EL0720  ______________________________________________________________________
 EL0720  GEOID HEIGHT    -        -28.679 (meters)                     GEOID18
 EL0720  LAPLACE CORR    -         -7.96  (seconds)                    DEFLEC18
 EL0720  HORZ ORDER      -  THIRD
 EL0720
 EL0720.The horizontal coordinates were established by classical geodetic methods
 EL0720.and adjusted by the National Geodetic Survey in November 1994.
 EL0720
 EL0720.The orthometric height was scaled from a topographic map.
 EL0720
 EL0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0720.GEOID18 height accuracy estimate available here.
 EL0720
 EL0720.Click photographs - Photos may exist for this station.
 EL0720
 EL0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0720
 EL0720. The following values were computed from the NAD 83(1993) position.
 EL0720
 EL0720;                    North         East     Units Scale Factor Converg.
 EL0720;SPC OK S     -   129,982.079   778,558.878   MT  0.99993730   +1 06 12.9
 EL0720;SPC OK S     -   426,449.54  2,554,321.92   sFT  0.99993730   +1 06 12.9
 EL0720;UTM  14      - 3,820,385.334   770,367.293   MT  1.00050111   +1 40 05.6
 EL0720;UTM  15      - 3,820,689.342   219,388.648   MT  1.00057070   -1 43 53.3
 EL0720
 EL0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0720!SPC OK S     -   0.99997356  x   0.99993730  =   0.99991087
 EL0720!UTM  14      -   0.99997356  x   1.00050111  =   1.00047466
 EL0720!UTM  15      -   0.99997356  x   1.00057070  =   1.00054425
 EL0720
 EL0720:                Primary Azimuth Mark                     Grid Az
 EL0720:SPC OK S     -  OKLA BOYS INDUSTRIAL SCH TANK            023 36 36.1
 EL0720:UTM  14      -  OKLA BOYS INDUSTRIAL SCH TANK            023 02 43.4
 EL0720:UTM  15      -  OKLA BOYS INDUSTRIAL SCH TANK            026 26 42.3
 EL0720
 EL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7036720385(NAD 83)
 EL0720
 EL0720|---------------------------------------------------------------------|
 EL0720| PID    Reference Object                     Distance      Geod. Az  |
 EL0720|                                                           dddmmss.s |
 EL0720| CY2371 STRING RM 1                          11.218 METERS 02042     |
 EL0720| EL0704 OKLA BOYS INDUSTRIAL SCH TANK       APPROX. 4.7 KM 0244249.0 |
 EL0720| CY2370 STRING AZ MK                                       1063508.0 |
 EL0720| CY2372 STRING RM 2                           9.721 METERS 29058     |
 EL0720|---------------------------------------------------------------------|
 EL0720
 EL0720                          SUPERSEDED SURVEY CONTROL
 EL0720
 EL0720  NAD 83(1986)-  34 29 22.74882(N)    096 03 20.72554(W) AD(       ) 3
 EL0720  NAD 27      -  34 29 22.41020(N)    096 03 19.74960(W) AD(       ) 3
 EL0720
 EL0720.Superseded values are not recommended for survey control.
 EL0720
 EL0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0720.See file dsdata.pdf to determine how the superseded data were derived.
 EL0720
 EL0720_MARKER: DS = TRIANGULATION STATION DISK
 EL0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0720_STAMPING: STRING 1955
 EL0720_MARK LOGO: CGS
 EL0720_PROJECTION: RECESSED 30 CENTIMETERS
 EL0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0720+STABILITY: SURFACE MOTION
 EL0720
 EL0720  HISTORY     - Date     Condition        Report By
 EL0720  HISTORY     - 1955     MONUMENTED       CGS
 EL0720  HISTORY     - 1969     MARK NOT FOUND   DMA
 EL0720
 EL0720                          STATION DESCRIPTION
 EL0720
 EL0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0720'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTH NORTHEAST
 EL0720'OF ATOKA, 1 MILE NORTH OF STRINGTOWN AND 0.4 MILE WEST OF
 EL0720'U.S. HIGHWAY 69.  IT IS ON THE PROPERTY OF MR. D.P. RAY.
 EL0720'
 EL0720'STATION IS REACHED AS FOLLOWS--FROM THE POINT ON U.S. HIGHWAY
 EL0720'69 JUST WEST OF THE RAILROAD DEPOT IN THE TOWN OF STRINGTOWN,
 EL0720'GO NORTH ON THE HIGHWAY FOR 1.4 MILES TO THE AZIMUTH MARK ON
 EL0720'THE RIGHT AND A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EL0720'WESTERLY FOR 0.4 MILE TO THE STATION ON THE LEFT JUST SOUTH
 EL0720'OF THE FENCE LINE.
 EL0720'
 EL0720'STATION MARK, STAMPED STRING 1955, IS A STANDARD DISK SET
 EL0720'IN THE TOP OF A CYLINDRICAL CONCRETE POST 12 INCHES IN DIAMETER
 EL0720'AND 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 18.9
 EL0720'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.0 FEET SOUTHEAST
 EL0720'OF A WITNESS POST AND 3.0 FEET SOUTH OF A FENCE LINE.
 EL0720'
 EL0720'REFERENCE MARK NUMBER 1, STAMPED STRING NO 1 1955, IS A STANDARD
 EL0720'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 EL0720'PROJECTS 8 INCHES AND IS 12 INCHES HIGHER THAN THE STATION.
 EL0720'IT IS 18.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1.0
 EL0720'FOOT NORTH OF THE FENCE LINE.
 EL0720'
 EL0720'REFERENCE MARK NUMBER 2, STAMPED STRING NO 2 1955, IS A
 EL0720'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 EL0720'POST THAT PROJECTS 8 INCHES AND IS 12 INCHES HIGHER THAN
 EL0720'THE STATION.  IT IS 18.0 FEET SOUTH OF THE CENTERLINE OF THE
 EL0720'ROAD AND 10 INCHES SOUTH OF A FENCE LINE.
 EL0720'
 EL0720'AZIMUTH MARK, STAMPED STRING 1955, IS A STANDARD DISK SET
 EL0720'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0720'4 INCHES.  IT IS 81.0 FEET EAST OF THE CENTERLINE OF THE
 EL0720'HIGHWAY, 45.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 EL0720'TRACKS AND IN THE HIGHWAY AND RAILROAD RIGHT-OF-WAYS.
 EL0720'
 EL0720'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0720
 EL0720                          STATION RECOVERY (1969)
 EL0720
 EL0720'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0720'STATION AND REFERENCE MARK NO. 2 WERE FOUND LAYING IN A DITCH.
 EL0720'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EL0720'A BRIEF SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.
 EL0720'
 EL0720'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EL0720'
 EL0720'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 43 AND
 EL0720'US HIGHWAY 69 IN STRINGTOWN, OKLAHOMA, GO NORTH ON US HIGHWAY 69 FOR
 EL0720'1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.4 MILE
 EL0720'TO THE TOP OF HILL AND THE STATION ON RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1080 ***********************************************************************
 GK1080  DESIGNATION -  STRONG
 GK1080  PID         -  GK1080
 GK1080  STATE/COUNTY-  OK/BEAVER
 GK1080  COUNTRY     -  US
 GK1080  USGS QUAD   -  BALKO NE (2018)
 GK1080
 GK1080                         *CURRENT SURVEY CONTROL
 GK1080  ______________________________________________________________________
 GK1080* NAD 83(1997) POSITION- 36 43 01.39554(N) 100 31 27.44645(W)   ADJUSTED
 GK1080* NAVD 88 ORTHO HEIGHT -   835.3   (meters)     2740.    (feet) VERTCON3
 GK1080  ______________________________________________________________________
 GK1080  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 GK1080  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GK1080  HORZ ORDER      -  FIRST
 GK1080  VERT ORDER      -  THIRD ? (See Below)
 GK1080
 GK1080.The horizontal coordinates were established by classical geodetic methods
 GK1080.and adjusted by the National Geodetic Survey in October 1998.
 GK1080
 GK1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1080
 GK1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1080.GEOID18 height accuracy estimate available here.
 GK1080
 GK1080.The vertical order pertains to the NGVD 29 superseded value.
 GK1080
 GK1080.Click photographs - Photos may exist for this station.
 GK1080
 GK1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1080
 GK1080. The following values were computed from the NAD 83(1997) position.
 GK1080
 GK1080;                    North         East     Units Scale Factor Converg.
 GK1080;SPC OK N     -   193,449.209   374,506.217   MT  0.99999132   -1 29 22.9
 GK1080;SPC OK N     -   634,674.61  1,228,692.48   sFT  0.99999132   -1 29 22.9
 GK1080;UTM  14      - 4,064,567.797   363,869.106   MT  0.99982831   -0 54 41.2
 GK1080
 GK1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1080!SPC OK N     -   0.99987322  x   0.99999132  =   0.99986454
 GK1080!UTM  14      -   0.99987322  x   0.99982831  =   0.99970155
 GK1080
 GK1080:                Primary Azimuth Mark                     Grid Az
 GK1080:SPC OK N     -  STRONG AZ MK                             176 46 37.7
 GK1080:UTM  14      -  STRONG AZ MK                             176 11 56.0
 GK1080
 GK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6386964567(NAD 83)
 GK1080
 GK1080|---------------------------------------------------------------------|
 GK1080| PID    Reference Object                     Distance      Geod. Az  |
 GK1080|                                                           dddmmss.s |
 GK1080| CL3337 STRONG AZ MK                                       1751714.8 |
 GK1080| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.29.4 KM 1824015.2 |
 GK1080| CL3338 STRONG RM 1                          19.320 METERS 18342     |
 GK1080| CL3339 STRONG RM 2                          19.430 METERS 27057     |
 GK1080| GK1077 FORGAN MUNICIPAL WATER TANK         APPROX.21.0 KM 3565505.8 |
 GK1080| GK1078 BEAVER MUNICIPAL WATER TANK         APPROX.10.4 KM 3592602.4 |
 GK1080|---------------------------------------------------------------------|
 GK1080
 GK1080                          SUPERSEDED SURVEY CONTROL
 GK1080
 GK1080  NAD 83(1993)-  36 43 01.39669(N)    100 31 27.44585(W) AD(       ) 1
 GK1080  NAD 83(1986)-  36 43 01.40289(N)    100 31 27.43859(W) AD(       ) 1
 GK1080  NAD 27      -  36 43 01.30947(N)    100 31 25.90662(W) AD(       ) 1
 GK1080
 GK1080.Superseded values are not recommended for survey control.
 GK1080
 GK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1080.See file dsdata.pdf to determine how the superseded data were derived.
 GK1080
 GK1080_MARKER: DS = TRIANGULATION STATION DISK
 GK1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1080_STAMPING: STRONG 1934
 GK1080_MARK LOGO: CGS
 GK1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1080+STABILITY: SURFACE MOTION
 GK1080
 GK1080  HISTORY     - Date     Condition        Report By
 GK1080  HISTORY     - 1934     MONUMENTED       CGS
 GK1080  HISTORY     - 1985     GOOD             LOCSUR
 GK1080
 GK1080                          STATION DESCRIPTION
 GK1080
 GK1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK1080'ABOUT 7 MILES SOUTH OF BEAVER, NEAR NORTHEAST CORNER OF SEC.
 GK1080'24, T. 3 N., R. 23 E., ON LAND OWNED BY S.S. STRONG, AND ABOUT
 GK1080'100 YARDS SOUTH OF MR. STRONGS HOUSE.  STATION IS 50 FEET EAST
 GK1080'OF SOUTHEAST CORNER OF CORRAL FENCE AROUND LARGE TILE SHED,
 GK1080'AND 233 FEET WEST OF RIGHT-OF-WAY FENCE OF STATE HIGHWAY 35.
 GK1080'
 GK1080'REFERENCE MARK NO. 1 IS SOUTH OF STATION AND 81.1 FEET SOUTHEAST
 GK1080'OF SOUTHEAST CORNER OF CORRAL FENCE AROUND LARGE TILE SHED.
 GK1080'
 GK1080'REFERENCE MARK NO. 2 IS WEST OF STATION, 14 FEET WEST OF
 GK1080'SOUTHEAST CORNER OF CORRAL FENCE AROUND LARGE TILE SHED AND
 GK1080'2.5 FEET SOUTH OF SOUTH, EAST-AND-WEST CORRAL FENCE.
 GK1080'
 GK1080'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 51 FEET WEST OF
 GK1080'CENTERLINE OF STATE HIGHWAY 35 AND 1 FOOT WEST OF WEST RIGHT-OF-WAY
 GK1080'FENCE OF STATE HIGHWAY 35.  ALL MARKS PROJECTS ABOUT 4 INCHES.
 GK1080'
 GK1080'REACHED FROM BEAVER BY MAIN STREET, STATE HIGHWAY 35, SOUTH
 GK1080'0.7 MILE.  THENCE WEST 0.25 MILE.  THENCE SOUTH ON WELL-GRADED
 GK1080'DIRT ROAD 6.0 MILES TO THE STRONG RANCH ON WEST SIDE OF ROAD,
 GK1080'A LARGE BRICK HOUSE.  STATION IS ABOUT 100 YARDS SOUTH OF
 GK1080'HOUSE IN PASTURE.
 GK1080'
 GK1080'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN SQUARE
 GK1080'CONCRETE POSTS.
 GK1080'
 GK1080'HEIGHT OF LIGHT ABOVE STATION MARK - 18.00 METERS.
 GK1080
 GK1080                          STATION RECOVERY (1985)
 GK1080
 GK1080'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TJ)
 GK1080'STATION FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1273 ***********************************************************************
 FJ1273  DESIGNATION -  STROUD ELLSWORTH RADIO
 FJ1273  PID         -  FJ1273
 FJ1273  STATE/COUNTY-  OK/LINCOLN
 FJ1273  COUNTRY     -  US
 FJ1273  USGS QUAD   -  STROUD SOUTH (2018)
 FJ1273
 FJ1273                         *CURRENT SURVEY CONTROL
 FJ1273  ______________________________________________________________________
 FJ1273* NAD 83(1993) POSITION- 35 44 46.31910(N) 096 38 45.22324(W)   ADJUSTED
 FJ1273  ______________________________________________________________________
 FJ1273  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 FJ1273  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 FJ1273  HORZ ORDER      -  THIRD
 FJ1273
 FJ1273.The horizontal coordinates were established by classical geodetic methods
 FJ1273.and adjusted by the National Geodetic Survey in November 1994.
 FJ1273
 FJ1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1273.GEOID18 height accuracy estimate available here.
 FJ1273
 FJ1273.Click photographs - Photos may exist for this station.
 FJ1273
 FJ1273.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1273
 FJ1273. The following values were computed from the NAD 83(1993) position.
 FJ1273
 FJ1273;                    North         East     Units Scale Factor Converg.
 FJ1273;SPC OK N     -    83,646.997   722,473.703   MT  0.99997227   +0 47 56.8
 FJ1273;SPC OK N     -   274,431.86  2,370,315.81   sFT  0.99997227   +0 47 56.8
 FJ1273;UTM  14      - 3,958,354.430   712,866.776   MT  1.00015839   +1 22 32.8
 FJ1273
 FJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1286658354(NAD 83)
 FJ1273
 FJ1273                          SUPERSEDED SURVEY CONTROL
 FJ1273
 FJ1273  NAD 83(1986)-  35 44 46.32921(N)    096 38 45.19976(W) AD(       ) 3
 FJ1273  NAD 27      -  35 44 46.09137(N)    096 38 44.12648(W) AD(       ) 3
 FJ1273
 FJ1273.Superseded values are not recommended for survey control.
 FJ1273
 FJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1273.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1273
 FJ1273_MARKER: 42 = RADIO/TV MAST
 FJ1273
 FJ1273  HISTORY     - Date     Condition        Report By
 FJ1273  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1273
 FJ1273                          STATION DESCRIPTION
 FJ1273
 FJ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1273'STATION IS ABOUT 1 MILE EAST OF STROUD.  IT IS A SKELATEL
 FJ1273'STEEL STRUCTURE, PAINTED RED AND WHITE, 300 FEET HIGH AND THE
 FJ1273'POINT OBSERVED WAS THE TOP OF THE MAST.  THE CALL LETTERS ARE
 FJ1273'KKN 766.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1262 ***********************************************************************
 FJ1262  DESIGNATION -  STROUD MUNICIPAL STANDPIPE
 FJ1262  PID         -  FJ1262
 FJ1262  STATE/COUNTY-  OK/LINCOLN
 FJ1262  COUNTRY     -  US
 FJ1262  USGS QUAD   -  STROUD NORTH (2018)
 FJ1262
 FJ1262                         *CURRENT SURVEY CONTROL
 FJ1262  ______________________________________________________________________
 FJ1262* NAD 83(1993) POSITION- 35 45 07.75759(N) 096 39 49.85231(W)   ADJUSTED
 FJ1262  ______________________________________________________________________
 FJ1262  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 FJ1262  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 FJ1262  HORZ ORDER      -  THIRD
 FJ1262
 FJ1262.The horizontal coordinates were established by classical geodetic methods
 FJ1262.and adjusted by the National Geodetic Survey in November 1994.
 FJ1262
 FJ1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1262.GEOID18 height accuracy estimate available here.
 FJ1262
 FJ1262.Click photographs - Photos may exist for this station.
 FJ1262
 FJ1262.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1262
 FJ1262. The following values were computed from the NAD 83(1993) position.
 FJ1262
 FJ1262;                    North         East     Units Scale Factor Converg.
 FJ1262;SPC OK N     -    84,285.168   720,840.975   MT  0.99997151   +0 47 18.7
 FJ1262;SPC OK N     -   276,525.59  2,364,959.10   sFT  0.99997151   +0 47 18.7
 FJ1262;UTM  14      - 3,958,976.245   711,227.407   MT  1.00014983   +1 21 55.7
 FJ1262
 FJ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1122758976(NAD 83)
 FJ1262
 FJ1262                          SUPERSEDED SURVEY CONTROL
 FJ1262
 FJ1262  NAD 83(1986)-  35 45 07.76775(N)    096 39 49.82929(W) AD(       ) 3
 FJ1262  NAD 27      -  35 45 07.53039(N)    096 39 48.75479(W) AD(       ) 3
 FJ1262
 FJ1262.Superseded values are not recommended for survey control.
 FJ1262
 FJ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1262.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1262
 FJ1262_MARKER: 52 = STANDPIPE TANK
 FJ1262
 FJ1262  HISTORY     - Date     Condition        Report By
 FJ1262  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1262
 FJ1262                          STATION DESCRIPTION
 FJ1262
 FJ1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1262'THE STATION IS AT THE NORTHWEST EDGE OF TOWN AND 0.1 MILE
 FJ1262'NORTHWEST OF THE INTERSECTION OF 5TH. STREET AND NORTH 8TH.
 FJ1262'AVENUE.  IT IS SILVER IN COLOR, ABOUT 20 FEET IN DIAMETER
 FJ1262'AND ABOUT 100 FEET HIGH.  POINT OBSERVED WAS THE CENTER OF THE
 FJ1262'TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1276 ***********************************************************************
 FJ1276  DESIGNATION -  STROUD MUNICIPAL TANK
 FJ1276  PID         -  FJ1276
 FJ1276  STATE/COUNTY-  OK/LINCOLN
 FJ1276  COUNTRY     -  US
 FJ1276  USGS QUAD   -  STROUD SOUTH (2018)
 FJ1276
 FJ1276                         *CURRENT SURVEY CONTROL
 FJ1276  ______________________________________________________________________
 FJ1276* NAD 83(1993) POSITION- 35 44 52.18890(N) 096 39 19.26577(W)   ADJUSTED
 FJ1276  ______________________________________________________________________
 FJ1276  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 FJ1276  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 FJ1276  HORZ ORDER      -  THIRD
 FJ1276
 FJ1276.The horizontal coordinates were established by classical geodetic methods
 FJ1276.and adjusted by the National Geodetic Survey in November 1994.
 FJ1276
 FJ1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1276.GEOID18 height accuracy estimate available here.
 FJ1276
 FJ1276.Click photographs - Photos may exist for this station.
 FJ1276
 FJ1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1276
 FJ1276. The following values were computed from the NAD 83(1993) position.
 FJ1276
 FJ1276;                    North         East     Units Scale Factor Converg.
 FJ1276;SPC OK N     -    83,815.998   721,615.970   MT  0.99997206   +0 47 36.7
 FJ1276;SPC OK N     -   274,986.32  2,367,501.73   sFT  0.99997206   +0 47 36.7
 FJ1276;UTM  14      - 3,958,514.819   712,007.226   MT  1.00015389   +1 22 13.1
 FJ1276
 FJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1200758514(NAD 83)
 FJ1276
 FJ1276                          SUPERSEDED SURVEY CONTROL
 FJ1276
 FJ1276  NAD 83(1986)-  35 44 52.19902(N)    096 39 19.24399(W) AD(       ) 3
 FJ1276  NAD 27      -  35 44 51.95700(N)    096 39 18.18300(W) AD(       ) 3
 FJ1276
 FJ1276.Superseded values are not recommended for survey control.
 FJ1276
 FJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1276.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1276
 FJ1276_MARKER: 53 = ELEVATED TANK
 FJ1276
 FJ1276  HISTORY     - Date     Condition        Report By
 FJ1276  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1276  HISTORY     - 1975     GOOD             DMA
 FJ1276
 FJ1276                          STATION DESCRIPTION
 FJ1276
 FJ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1276'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 FJ1276'LOCATED IN THE CENTER OF TOWN, ON 2ND STREET, 1 BLOCK SOUTH
 FJ1276'OF THE MAIN STREET AT THE POWER PLANT.  IT IS ABOUT 90 FEET
 FJ1276'HIGH.
 FJ1276'
 FJ1276'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS WICKAM,
 FJ1276'CLEMATIS, YOUNG, DOWELL AND CRAWFORD.
 FJ1276
 FJ1276                          STATION RECOVERY (1975)
 FJ1276
 FJ1276'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975
 FJ1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0740 ***********************************************************************
 EL0740  DESIGNATION -  STUART
 EL0740  PID         -  EL0740
 EL0740  STATE/COUNTY-  OK/BRYAN
 EL0740  COUNTRY     -  US
 EL0740  USGS QUAD   -  CANEY (2018)
 EL0740
 EL0740                         *CURRENT SURVEY CONTROL
 EL0740  ______________________________________________________________________
 EL0740* NAD 83(1993) POSITION- 34 07 46.99940(N) 096 07 58.22174(W)   ADJUSTED
 EL0740* NAVD 88 ORTHO HEIGHT -   222.37  (+/-2cm)      729.6   (feet) VERTCON3
 EL0740  ______________________________________________________________________
 EL0740  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 EL0740  LAPLACE CORR    -         -8.23  (seconds)                    DEFLEC18
 EL0740  HORZ ORDER      -  SECOND
 EL0740  VERT ORDER      -  THIRD ? (See Below)
 EL0740
 EL0740.The horizontal coordinates were established by classical geodetic methods
 EL0740.and adjusted by the National Geodetic Survey in November 1994.
 EL0740
 EL0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0740
 EL0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0740.GEOID18 height accuracy estimate available here.
 EL0740
 EL0740.The vertical order pertains to the NGVD 29 superseded value.
 EL0740
 EL0740.Click photographs - Photos may exist for this station.
 EL0740
 EL0740.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0740
 EL0740. The following values were computed from the NAD 83(1993) position.
 EL0740
 EL0740;                    North         East     Units Scale Factor Converg.
 EL0740;SPC OK S     -    89,931.096   772,219.109   MT  0.99996720   +1 03 35.4
 EL0740;SPC OK S     -   295,048.94  2,533,522.19   sFT  0.99996720   +1 03 35.4
 EL0740;UTM  14      - 3,780,253.239   764,414.102   MT  1.00046193   +1 36 34.6
 EL0740
 EL0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0740!SPC OK S     -   0.99996938  x   0.99996720  =   0.99993658
 EL0740!UTM  14      -   0.99996938  x   1.00046193  =   1.00043129
 EL0740
 EL0740:                Primary Azimuth Mark                     Grid Az
 EL0740:SPC OK S     -  SEAGO                                    247 05 20.6
 EL0740:UTM  14      -  SEAGO                                    246 32 21.4
 EL0740
 EL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6441480253(NAD 83)
 EL0740
 EL0740|---------------------------------------------------------------------|
 EL0740| PID    Reference Object                     Distance      Geod. Az  |
 EL0740|                                                           dddmmss.s |
 EL0740| CY2374 STUART RM 1                           4.949 METERS 08741     |
 EL0740| EL0749 SEAGO                               APPROX.13.2 KM 2480856.0 |
 EL0740| CY2373 STUART AZ MK                                       2633726.4 |
 EL0740| CY2375 STUART RM 2                           4.470 METERS 35911     |
 EL0740|---------------------------------------------------------------------|
 EL0740
 EL0740                          SUPERSEDED SURVEY CONTROL
 EL0740
 EL0740  NAD 83(1986)-  34 07 47.00524(N)    096 07 58.21384(W) AD(       ) 2
 EL0740  NAD 27      -  34 07 46.66810(N)    096 07 57.25080(W) AD(       ) 2
 EL0740  NGVD 29             222.30   (m)          729.3    (f) LEVELING    3  
 EL0740
 EL0740.Superseded values are not recommended for survey control.
 EL0740
 EL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0740.See file dsdata.pdf to determine how the superseded data were derived.
 EL0740
 EL0740_MARKER: DS = TRIANGULATION STATION DISK
 EL0740_SETTING: 80 = SET IN A BOULDER
 EL0740_STAMPING: STUART 1955
 EL0740_MARK LOGO: CGS
 EL0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0740+STABILITY: SURFACE MOTION
 EL0740
 EL0740  HISTORY     - Date     Condition        Report By
 EL0740  HISTORY     - 1955     MONUMENTED       CGS
 EL0740  HISTORY     - 1979     MARK NOT FOUND   MJH
 EL0740
 EL0740                          STATION DESCRIPTION
 EL0740
 EL0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0740'THE STATION IS LOCATED ABOUT 7 MILES EAST OF CADDO, 0.25 MILE
 EL0740'WEST OF AN OLD BRICK SCHOOL BUILDING, AT THE NORTH END OF A
 EL0740'PROMINENT GRASSY BENCH THE HIGHEST IN THE VICINTY AND ON THE
 EL0740'NORTH SIDE OF AN EAST-WEST GRADED ROAD.
 EL0740'
 EL0740'THE STATION MARK IS A STANDARD DISK STAMPED STUART 1955 SET
 EL0740'IN A DRILL HOLE IN A BOULDER THAT IS 3 FEET IN DIAMETER AND
 EL0740'IT IS FLUSH WITH THE GROUND.  THE MARK IS 10.0 FEET SOUTH
 EL0740'OF A WHITE WITNESS POST.
 EL0740'
 EL0740'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STUART
 EL0740'NO 1 1955 SET IN A DRILL HOLE IN A BOULDER THAT IS 2 FEET IN
 EL0740'DIAMETER AND IT PROJECTS 2 INCHES ABOVE THE GROUND.  THE
 EL0740'MARK IS THE SAME ELEVATION AS THE STATION.
 EL0740'
 EL0740'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STUART
 EL0740'NO 2 1955 SET IN A DRILL HOLE IN A BOULDER THAT IS 14 INCHES
 EL0740'IN DIAMETER AND IT PROJECTS 2 INCHES ABOVE THE GROUND.  THE
 EL0740'MARK IS THE SAME ELEVATION AS THE STATION.
 EL0740'
 EL0740'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STUART 1955 SET
 EL0740'IN A DRILL HOLE IN A BOULDER THAT IS 1 FOOT BY 2 FEET AND IT
 EL0740'PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED ON A
 EL0740'LOW GRASSY KNOLL 220 FEET NORTH OF THE CENTERLINE OF A EAST-WEST
 EL0740'GRADED ROAD AND 3.0 FEET SOUTH OF A 2 FOOT CAIRN.
 EL0740'
 EL0740'TO REACH THE STATION FROM THE EAST END OF MAIN STREET IN
 EL0740'CADDO.  GO EASTERLY ON THE MAIN ROAD FOR 6.0 MILES TO A
 EL0740'CROSS ROAD.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO ANOTHER
 EL0740'CROSSROADS.  TURN RIGHT AND GO EAST FOR 1.15 MILES TO THE
 EL0740'AZIMUTH MARK ON THE LEFT.  FROM THE AZIMUTH MARK CONTINUE
 EL0740'EAST FOR 0.65 MILE TO WHERE THE ROAD PASSES OVER A RIDGE.
 EL0740'TURN LEFT THROUGH AN EAST-WEST FENCE LINE CROSSING A PASTURE
 EL0740'FOR 0.15 MILE TO THE STATION AS DESCRIBED AT THE NORTH END
 EL0740'OF THE GRASSY BENCH.
 EL0740'
 EL0740'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0740
 EL0740                          STATION RECOVERY (1979)
 EL0740
 EL0740'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 EL0740'R.M. 1 RECOVERED GOOD.
 EL0740'
 EL0740'R.M. 2 RECOVERED GOOD.
 EL0740'
 EL0740'AZ.MK. COULDNT LOCATE.
 EL0740'
 EL0740'DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST OF CADDO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1147 ***********************************************************************
 FH1147  DESIGNATION -  STUBBIN
 FH1147  PID         -  FH1147
 FH1147  STATE/COUNTY-  OK/MUSKOGEE
 FH1147  COUNTRY     -  US
 FH1147  USGS QUAD   -  BELAND (2018)
 FH1147
 FH1147                         *CURRENT SURVEY CONTROL
 FH1147  ______________________________________________________________________
 FH1147* NAD 83(1993) POSITION- 35 43 25.24260(N) 095 31 05.47086(W)   ADJUSTED
 FH1147* NAVD 88 ORTHO HEIGHT -   248.    (meters)      814.    (feet) SCALED
 FH1147  ______________________________________________________________________
 FH1147  GEOID HEIGHT    -        -29.483 (meters)                     GEOID18
 FH1147  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 FH1147  HORZ ORDER      -  FIRST
 FH1147
 FH1147.The horizontal coordinates were established by classical geodetic methods
 FH1147.and adjusted by the National Geodetic Survey in November 1994.
 FH1147
 FH1147.The orthometric height was scaled from a topographic map.
 FH1147
 FH1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1147.GEOID18 height accuracy estimate available here.
 FH1147
 FH1147.Click photographs - Photos may exist for this station.
 FH1147
 FH1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1147
 FH1147. The following values were computed from the NAD 83(1993) position.
 FH1147
 FH1147;                    North         East     Units Scale Factor Converg.
 FH1147;SPC OK N     -    83,163.929   824,517.465   MT  0.99997521   +1 27 52.7
 FH1147;SPC OK N     -   272,846.99  2,705,104.38   sFT  0.99997521   +1 27 52.7
 FH1147;UTM  15      - 3,956,224.667   272,229.221   MT  1.00023934   -1 28 15.4
 FH1147
 FH1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1147!SPC OK N     -   0.99996569  x   0.99997521  =   0.99994090
 FH1147!UTM  15      -   0.99996569  x   1.00023934  =   1.00020502
 FH1147
 FH1147:                Primary Azimuth Mark                     Grid Az
 FH1147:SPC OK N     -  BOYNTON                                  238 15 38.3
 FH1147:UTM  15      -  BOYNTON                                  241 11 46.4
 FH1147
 FH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7222956224(NAD 83)
 FH1147
 FH1147|---------------------------------------------------------------------|
 FH1147| PID    Reference Object                     Distance      Geod. Az  |
 FH1147|                                                           dddmmss.s |
 FH1147| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX.10.3 KM 0640309.3 |
 FH1147| FH1089 MUSKOGEE RED STANDPIPE              APPROX.14.1 KM 0741053.0 |
 FH1147| FH1073 MUSKOGEE ARMY APT N RAD MAST        APPROX.10.0 KM 0743545.1 |
 FH1147| FH1074 MUSKOGEE ARMY APT S RAD MAST        APPROX.10.0 KM 0751113.3 |
 FH1147| FH1086 MUSKOGEE RBANK PWR PLT W STK        APPROX.20.5 KM 0771755.3 |
 FH1147| FH1061 MUSKOGEE OKLA GAS AND ELEC STK      APPROX.13.7 KM 0801024.0 |
 FH1147| FH1063 MUSKOGEE COLD STORAGE PLT STK       APPROX.14.0 KM 0812635.2 |
 FH1147| CI3309 STUBBIN RM 1                         15.853 METERS 15042     |
 FH1147| FH1148 WAINWRIGHT BLACK TANK               APPROX.13.2 KM 2014023.2 |
 FH1147| CI3310 STUBBIN RM 2                         12.423 METERS 21149     |
 FH1147| FH1155 BOYNTON                             APPROX.13.9 KM 2394331.0 |
 FH1147| FH1156 BOYNTON STANDPIPE                   APPROX.13.9 KM 2394744.6 |
 FH1147| CI3308 STUBBIN AZ MK                                      2685307.1 |
 FH1147|---------------------------------------------------------------------|
 FH1147
 FH1147                          SUPERSEDED SURVEY CONTROL
 FH1147
 FH1147  NAD 83(1986)-  35 43 25.26418(N)    095 31 05.45912(W) AD(       ) 1
 FH1147  NAD 27      -  35 43 24.90500(N)    095 31 04.54100(W) AD(       ) 1
 FH1147
 FH1147.Superseded values are not recommended for survey control.
 FH1147
 FH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1147.See file dsdata.pdf to determine how the superseded data were derived.
 FH1147
 FH1147_MARKER: DS = TRIANGULATION STATION DISK
 FH1147_SETTING: 66 = SET IN ROCK OUTCROP
 FH1147_STAMPING: STUBBIN 1934
 FH1147_MARK LOGO: CGS
 FH1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1147+STABILITY: POSITION/ELEVATION WELL
 FH1147
 FH1147  HISTORY     - Date     Condition        Report By
 FH1147  HISTORY     - 1934     MONUMENTED       CGS
 FH1147  HISTORY     - 1960     GOOD             CGS
 FH1147  HISTORY     - 1968     GOOD             CGS
 FH1147
 FH1147                          STATION DESCRIPTION
 FH1147
 FH1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1147'STATION IS LOCATED ABOUT 8 MILES W AND 2.5 MILES S OF MUSKOGEE
 FH1147'IN NE 1/4 SEC. 5, T14N, R17E, ON THE SOUTHERN END OF A
 FH1147'N-S RIDGE WHICH IS COVERED WITH SMALL SUMAC BUSHES.  STATION
 FH1147'IS 83 FEET W OF A N-S FENCE LINE IN OPEN AREA.
 FH1147'
 FH1147'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 FH1147'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCKS.
 FH1147'
 FH1147'REFERENCE MARK NO. 1 IS SET 15.852 METERS (52.01 FEET) S
 FH1147'OF STATION, 58 FEET W OF N-S FENCE LINE.
 FH1147'
 FH1147'REFERENCE MARK NO. 2 IS SET 12.422 METERS (40.75 FEET) SW
 FH1147'OF STATION.
 FH1147'
 FH1147'AZIMUTH MARK IS SET 0.8 MILE W OF STATION (BACK ALONG TRAIL
 FH1147'TO STATION) 192 PACES S ALONG FENCE LINE OF LAST GATE AND 45
 FH1147'PACES W OF FENCE.
 FH1147'
 FH1147'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64, 62
 FH1147'AND 73 IN MUSKOGEE, GO W ON U.S. HIGHWAY 64 FOR 6.0 MILES
 FH1147'TO A CROSS ROAD, THENCE S FOR 2.0 MILES ON DIRT ROAD, THENCE
 FH1147'W 0.7 MILE, THENCE S FOR 0.4 MILE, THENCE W 0.2 MILE TO LARGE
 FH1147'WHITE HOUSE WITH RED BARN.  THIS POINT IS AT THE BASE OF RIDGE
 FH1147'AND STATION MAY BE REACHED FROM HERE BY CLIMBING RIDGE.
 FH1147'TO DRIVE TO STATION, TURN S AT ABOVE WHITE HOUSE AND GO 0.55
 FH1147'MILE TO STEBBIN SCHOOL, THEN W FOR 1.0 MILE TO ROAD TURNING
 FH1147'N, GO N FOR 0.85 MILE TO TOP OF HILL AND GATE IN E FENCE
 FH1147'LINE, PASS THROUGH GATE AND CONTINUE E FOR 0.5 MILE TO
 FH1147'ANOTHER GATE, CONTINUE ON THROUGH THIS GATE GOING GENERALLY
 FH1147'EASTWARD DOWN THROUGH SMALL VALLEY AND CROSSING SMALL CREEK
 FH1147'BED, CONTINUE ON TO HIGHER HILL, THEN TURN SE LEAVING ROAD TO
 FH1147'TOP OF RIDGE AND STATION.
 FH1147'
 FH1147'HEIGHT OF LIGHT ABOVE STATION MARK - 2.0 METERS.
 FH1147
 FH1147                          STATION RECOVERY (1960)
 FH1147
 FH1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1147'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1147'CONDITION.  THE STATION MARK IS ABOUT 75 PACES SOUTH OF THE
 FH1147'CENTERLINE OF A POWER LINE AND 58 FEET WEST OF A NORTH-SOUTH
 FH1147'FENCE LINE.  THE AZIMUTH MARK IS ABOUT 0.8 MILE WEST OF
 FH1147'THE STATION, ABOUT 92 PACES SOUTH OF THE CENTERLINE OF
 FH1147'POWER LINE AND 42 PACES WEST OF A NORTH-SOUTH FENCE LINE.
 FH1147'
 FH1147'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MUSKOGEE
 FH1147'IS ADEQUATE.
 FH1147
 FH1147                          STATION RECOVERY (1968)
 FH1147
 FH1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JEK)
 FH1147'STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK, BOTH
 FH1147'REFERENCE MARKS, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 FH1147'AS DESCRIBED.  THE AZIMUTH MARK NOT VISIBLE FROM THE GROUND
 FH1147'BECAUSE OF TREES.  MEASURED QUANTITIES WERE AS SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0713 ***********************************************************************
 GJ0713  DESIGNATION -  STUCKER
 GJ0713  PID         -  GJ0713
 GJ0713  STATE/COUNTY-  OK/ELLIS
 GJ0713  COUNTRY     -  US
 GJ0713  USGS QUAD   -  ARNETT SW (2018)
 GJ0713
 GJ0713                         *CURRENT SURVEY CONTROL
 GJ0713  ______________________________________________________________________
 GJ0713* NAD 83(1993) POSITION- 36 02 25.82385(N) 099 59 51.04811(W)   ADJUSTED
 GJ0713* NAVD 88 ORTHO HEIGHT -   776.8   (meters)     2549.    (feet) VERTCON3
 GJ0713  ______________________________________________________________________
 GJ0713  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 GJ0713  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 GJ0713  HORZ ORDER      -  FIRST
 GJ0713
 GJ0713.The horizontal coordinates were established by classical geodetic methods
 GJ0713.and adjusted by the National Geodetic Survey in November 1994.
 GJ0713
 GJ0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0713
 GJ0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0713.GEOID18 height accuracy estimate available here.
 GJ0713
 GJ0713.Click photographs - Photos may exist for this station.
 GJ0713
 GJ0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0713
 GJ0713. The following values were computed from the NAD 83(1993) position.
 GJ0713
 GJ0713;                    North         East     Units Scale Factor Converg.
 GJ0713;SPC OK N     -   117,298.583   420,011.063   MT  0.99994785   -1 10 43.8
 GJ0713;SPC OK N     -   384,837.10  1,377,986.30   sFT  0.99994785   -1 10 43.8
 GJ0713;SPC TX N     - 1,227,401.725   335,391.124   MT  0.99996981   +0 52 14.7
 GJ0713;SPC TX N     - 4,026,900.49  1,100,362.38   sFT  0.99996981   +0 52 14.7
 GJ0713;UTM  14      - 3,988,901.495   410,141.081   MT  0.99969949   -0 35 13.0
 GJ0713
 GJ0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0713!SPC OK N     -   0.99988254  x   0.99994785  =   0.99983039
 GJ0713!SPC TX N     -   0.99988254  x   0.99996981  =   0.99985235
 GJ0713!UTM  14      -   0.99988254  x   0.99969949  =   0.99958206
 GJ0713
 GJ0713:                Primary Azimuth Mark                     Grid Az
 GJ0713:SPC OK N     -  DALY                                     157 07 47.8
 GJ0713:SPC TX N     -  DALY                                     155 04 49.3
 GJ0713:UTM  14      -  DALY                                     156 32 17.0
 GJ0713
 GJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME1014188901(NAD 83)
 GJ0713
 GJ0713|---------------------------------------------------------------------|
 GJ0713| PID    Reference Object                     Distance      Geod. Az  |
 GJ0713|                                                           dddmmss.s |
 GJ0713| CL3340 STUCKER RM 1                         49.170 METERS 11033     |
 GJ0713| GJ0712 DALY                                APPROX. 2.6 KM 1555704.0 |
 GJ0713| CL3341 STUCKER RM 2                        APPROX. 0.7 KM 2745103.3 |
 GJ0713|---------------------------------------------------------------------|
 GJ0713
 GJ0713                          SUPERSEDED SURVEY CONTROL
 GJ0713
 GJ0713  NAD 83(1986)-  36 02 25.83041(N)    099 59 51.03604(W) AD(       ) 1
 GJ0713  NAD 27      -  36 02 25.67400(N)    099 59 49.59800(W) AD(       ) 1
 GJ0713  NGVD 29 (07/19/86)  776.5    (m)         2548.     (f) VERT ANG       
 GJ0713
 GJ0713.Superseded values are not recommended for survey control.
 GJ0713
 GJ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0713.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0713
 GJ0713_MARKER: DS = TRIANGULATION STATION DISK
 GJ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0713_STAMPING: STUCKER 1927
 GJ0713_MARK LOGO: CGS
 GJ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0713+STABILITY: SURFACE MOTION
 GJ0713
 GJ0713  HISTORY     - Date     Condition        Report By
 GJ0713  HISTORY     - 1927     MONUMENTED       CGS
 GJ0713
 GJ0713                          STATION DESCRIPTION
 GJ0713
 GJ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GJ0713'ABOUT 5-1/2 MI. S AND 1-1/2 MI. E OF HIGGINS, ABOUT 2200 FT.
 GJ0713'E OF THE OLD STATE LINE, AND ON LAND BELONGING TO S.S.STUCKER
 GJ0713'WHO LIVES JUST W OF THE STATION AT THE STATE LINE.
 GJ0713'
 GJ0713'TO REACH FROM HIGGINS, GO S FROM THE POST OFFICE FOR 0.4 MI.,
 GJ0713'JOG W AND S AGAIN ALONG THE MAIN ROAD UNTIL 6.6 MI. FROM THE
 GJ0713'POST OFFICE.  AT THIS POINT THE OLD STATE LINE WILL BE REACHED
 GJ0713'AND THE ROAD TURNS S ALONG THE LINE.  STUCKERS HOUSE IS JUST E
 GJ0713'OF THE ROAD AT THIS CORNER.  GO E FROM THE STATE LINE ROAD
 GJ0713'THROUGH STUCKERS BARNYARD AND ALONG THE N SIDE OF THE FENCE
 GJ0713'LINE FOR 0.4 MI. TO A FENCE CORNER ON A HILL.  STATION IS
 GJ0713'15 PACES S OF THIS POINT.
 GJ0713'
 GJ0713'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 GJ0713'SET IN CONCRETE.
 GJ0713'
 GJ0713'REFERENCE MARK 1 IS 49.17 M. (161.3 FT.) FROM THE STATION
 GJ0713'S 69 DEG 27 MIN E.
 GJ0713'
 GJ0713'REFERENCE MARK 2 IS 707.12 M. (2319.9 FT.) FROM THE STATION
 GJ0713'N 85 DEG 09 MIN W.  ELEVATION OF STATION IS
 GJ0713'776 M. (2546 FT.).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0977 ***********************************************************************
 FH0977  DESIGNATION -  SUGARLOAF 2
 FH0977  PID         -  FH0977
 FH0977  STATE/COUNTY-  OK/LE FLORE
 FH0977  COUNTRY     -  US
 FH0977  USGS QUAD   -  HARTFORD (2017)
 FH0977
 FH0977                         *CURRENT SURVEY CONTROL
 FH0977  ______________________________________________________________________
 FH0977* NAD 83(1997) POSITION- 35 01 34.74086(N) 094 28 06.52591(W)   ADJUSTED
 FH0977* NAVD 88 ORTHO HEIGHT -   783.    (meters)     2569.    (feet) SCALED
 FH0977  ______________________________________________________________________
 FH0977  GEOID HEIGHT    -        -31.162 (meters)                     GEOID18
 FH0977  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC18
 FH0977  HORZ ORDER      -  FIRST
 FH0977
 FH0977.The horizontal coordinates were established by classical geodetic methods
 FH0977.and adjusted by the National Geodetic Survey in September 1999.
 FH0977
 FH0977.The orthometric height was scaled from a topographic map.
 FH0977
 FH0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0977.GEOID18 height accuracy estimate available here.
 FH0977
 FH0977.Click photographs - Photos may exist for this station.
 FH0977
 FH0977.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0977
 FH0977. The following values were computed from the NAD 83(1997) position.
 FH0977
 FH0977;                    North         East     Units Scale Factor Converg.
 FH0977;SPC OK S     -   193,431.644   922,205.981   MT  0.99996563   +2 00 16.4
 FH0977;SPC OK S     -   634,616.99  3,025,604.12   sFT  0.99996563   +2 00 16.4
 FH0977;UTM  15      - 3,876,946.963   366,036.694   MT  0.99982118   -0 50 34.7
 FH0977
 FH0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0977!SPC OK S     -   0.99988198  x   0.99996563  =   0.99984762
 FH0977!UTM  15      -   0.99988198  x   0.99982118  =   0.99970318
 FH0977
 FH0977:                Primary Azimuth Mark                     Grid Az
 FH0977:SPC OK S     -  GEORGE                                   004 06 45.6
 FH0977:UTM  15      -  GEORGE                                   006 57 36.7
 FH0977
 FH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6603676946(NAD 83)
 FH0977
 FH0977|---------------------------------------------------------------------|
 FH0977| PID    Reference Object                     Distance      Geod. Az  |
 FH0977|                                                           dddmmss.s |
 FH0977| FH0989 GEORGE                              APPROX.28.2 KM 0060702.0 |
 FH0977| CI3328 SUGARLOAF 2 AZ MK                    48.341 METERS 04316     |
 FH0977| CI3327 SUGAR LOAF RM 1 RESET                 3.953 METERS 06009     |
 FH0977| CI3331 SUGARLOAF 2 WM SE                     1.996 METERS 12935     |
 FH0977| CI3330 SUGARLOAF 2 RM 4                      2.167 METERS 17536     |
 FH0977| CI3329 SUGARLOAF 2 RM 2                     15.600 METERS 23607     |
 FH0977| CI3324 SUGAR LOAF RM 2                      15.335 METERS 23744     |
 FH0977| CI3332 SUGARLOAF 2 WM SW                     2.042 METERS 33613     |
 FH0977|---------------------------------------------------------------------|
 FH0977
 FH0977                          SUPERSEDED SURVEY CONTROL
 FH0977
 FH0977  NAD 83(1993)-  35 01 34.74274(N)    094 28 06.52168(W) AD(       ) 1
 FH0977  NAD 83(1986)-  35 01 34.74404(N)    094 28 06.51576(W) AD(       ) 1
 FH0977  NAD 27      -  35 01 34.38800(N)    094 28 05.72000(W) AD(       ) 1
 FH0977
 FH0977.Superseded values are not recommended for survey control.
 FH0977
 FH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0977.See file dsdata.pdf to determine how the superseded data were derived.
 FH0977
 FH0977_MARKER: DS = TRIANGULATION STATION DISK
 FH0977_SETTING: 66 = SET IN ROCK OUTCROP
 FH0977_STAMPING: SUGARLOAF 2 1935
 FH0977_MARK LOGO: CGS
 FH0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0977+STABILITY: POSITION/ELEVATION WELL
 FH0977
 FH0977  HISTORY     - Date     Condition        Report By
 FH0977  HISTORY     - 1935     MONUMENTED       CGS
 FH0977  HISTORY     - 1947     GOOD             AMS
 FH0977  HISTORY     - 1959     SEE DESCRIPTION  CGS
 FH0977
 FH0977                          STATION DESCRIPTION
 FH0977
 FH0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 FH0977'THIS STATION IS ABOUT 4-3/4 MILES W OF HARTFORD, ARKANSAS,
 FH0977'AND ABOUT 1-1/2 MILES W OF THE ARKANSAS-OKLAHOMA BOUNDARY,
 FH0977'ON THE HIGHEST POINT OF THE HIGHEST AND MOST SOUTHWESTERLY
 FH0977'PEAK OF THE SUGARLOAF MOUNTAINS.  THE TOP OF THE MOUNTAIN
 FH0977'IS COVERED WITH SCRUB TREES ABOUT 12 FEET HIGH.  THE STATION
 FH0977'IS ABOUT 25 FEET SE OF A LARGE HOLE.
 FH0977'
 FH0977'THE STATION IS MARKED BY A SURFACE MARK AND 2 SUBSURFACE
 FH0977'MARKS.  THE LOWEST MARK IS A STANDARD DISK SET IN CONCRETE
 FH0977'AND IS ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 FH0977'THE MIDDLE MARK IS A STANDARD DISK CEMENTED IN A ROCK ABOUT
 FH0977'10 BY 10 BY 8 INCHES THICK.
 FH0977'
 FH0977'THE SURFACE MARK IS A STANDARD DISK CEMENTED IN ROCK ABOUT
 FH0977'12 BY 12 BY 8 INCHES THICK.  THE ROCK IS SET IN A LAYER
 FH0977'OF CONCRETE ABOUT 2 INCHES THICK.  THE LOWER AND CENTER MARKS
 FH0977'ARE SEPARATED BY A FLAT ROCK ABOUT 2 INCHES THICK.  THE
 FH0977'CENTER AND SURFACE MARKS ARE SEPARATED BY THE DIRT.  THE
 FH0977'SURFACE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 FH0977'
 FH0977'REFERENCE MARKS NO.2 AND NO.4 AND AZIMUTH MARK ARE STANDARD
 FH0977'BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 FH0977'
 FH0977'THERE ARE FOUR REFERENCE MARKS.
 FH0977'
 FH0977'REFERENCE MARK NO.1 (SUGARLOAF 1919) WAS FOUND SET IN A
 FH0977'LARGE ROCK BUT HAD BEEN MOVED FROM ITS ORIGINAL POSITION.
 FH0977'THE TOP OF THE DISK IS BATTERED MAKING ALL IDENTIFICATION
 FH0977'INDISTINGUISHABLE.
 FH0977'
 FH0977'REFERENCE MARK NO.2 (SUGARLOAF 1919) WAS FOUND IN ITS ORIGINAL
 FH0977'POSITION BUT THE DISK IS BROKEN AND THE TOP OF IT IS BATTERED
 FH0977'MAKING ALL IDENTIFICATION INDISTINGUISHABLE.
 FH0977'
 FH0977'REFERENCE MARK NO.2, STAMPED SUGARLOAF 2 1935 IS SW OF THE
 FH0977'STATION.  IT IS CEMENTED IN A DRILL HOLE IN THE SAME ROCK
 FH0977'AS REFERENCE MARK NO.2 (SUGARLOAF 1919).  IT IS APPROXIMATELY
 FH0977'AT THE CENTER OF A TRIANGLE FORMED BY THE SW CORNER OF THE
 FH0977'ROCK AND TWO DRILL HOLES IN THE ROCK.  THE ROCK IS ABOUT
 FH0977'FLUSH WITH THE SURFACE OF THE GROUND.
 FH0977'
 FH0977'REFERENCE MARK NO.4, STAMPED SUGARLOAF 2 1935 IS SSE OF THE
 FH0977'STATION.  IT IS CEMENTED IN THE DRILL HOLE IN WHICH A REFERENCE
 FH0977'MARK WAS SET IN 1930.  IT IS IN A LARGE BOULDER WHICH PROJECTS
 FH0977'ABOUT 10 INCHES ABOVE THE GROUND.  DRILL HOLE 6 INCHES E
 FH0977'AND W OF MARK.
 FH0977'
 FH0977'THE WITNESS MARKS ARE CHISELED CROSSES ON BOULDERS.  ONE
 FH0977'IS SE OF THE STATION, ON A NEARLY VERTICAL FACE ON THE NW
 FH0977'SIDE OF A BOULDER.  THE OTHER IS NNW OF THE STATION, NEAR
 FH0977'THE S CORNER OF A BOULDER AND ON TOP OF THE BOULDER.
 FH0977'
 FH0977'THE AZIMUTH MARK IS NE OF THE STATION.  IT IS CEMENTED IN
 FH0977'A DRILL HOLE IN A BOULDER ABOUT 3 BY 4 FEET AND PROJECTS
 FH0977'10 INCHES.
 FH0977'
 FH0977'TO REACH THE STATION FROM HARTFORD, ARKANSAS GO W FROM THE
 FH0977'MAIN STREET ON STATE HIGHWAY 45 FOR 0.4 MILE TO WHERE STATE
 FH0977'HIGHWAY 45 TURNS S AT SCHOOL.  CONTINUE W ON DIRT ROAD FOR
 FH0977'3.25 MILES TO POINT WHERE ROAD TURNS S.  TURN N 50 YARDS
 FH0977'TO P.E. MARKS HOUSE.  FROM HERE FOLLOW TRAIL IN A NORTHERLY
 FH0977'DIRECTION TOWARD THE EASTERLY OF TWO PEAKS.  AS THE PEAK
 FH0977'IS APPROACHED BEAR LEFT TOWARD SADDLE.  UPON REACHING SADDLE
 FH0977'FOLLOW RIDGE SW TO HIGHER PEAK, THENCE UP THE HILL TO THE
 FH0977'STATION AT THE TOP.
 FH0977'
 FH0977'ALL STATIONS OBSERVED ARE VISIBLE FROM THE GROUND.
 FH0977
 FH0977                          STATION RECOVERY (1947)
 FH0977
 FH0977'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1947 (MLC)
 FH0977'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 FH0977'IS ADEQUATE.
 FH0977'
 FH0977'THE DISK FOR THE STATION MARK IS GONE BUT THE ROCK WITH
 FH0977'THE DRILL HOLE IS THERE AND CHECKS WITH THE REFERENCE MARKS.
 FH0977
 FH0977                          STATION RECOVERY (1959)
 FH0977
 FH0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH0977'THE SURFACE STATION MARK DISK HAS BEEN REMOVED BUT THE DRILL
 FH0977'HOLE IN THE ROCK WAS RECOVERED.  THE ROCK, IN WHICH THE
 FH0977'MARK HAD BEEN SET, HAD APPARENTLY NOT BEEN DISTURBED.  R.M. NO.
 FH0977'2 1935 AND R.M. NO. 4 1935 WERE RECOVERED AS DESCRIBED AND
 FH0977'FOUND IN GOOD CONDITION.  R.M. NO. 1 1919 IS BADLY BATTERED
 FH0977'AND IS NO LONGER LEGIBLE.  R.M. NO. 2 1919 IS BADLY BATTERED
 FH0977'AND ABOUT ONE HALF OF THE DISK HAS BEEN BROKEN OFF.  THE
 FH0977'AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FH0977'CONDITION.
 FH0977'
 FH0977'TO REACH THE STATION FROM HARTFORD, ARK., FROM THE POST
 FH0977'OFFICE, GO WEST ON STATE HIGHWAY 96 FOR 0.4 MILE TO A T-ROAD
 FH0977'LEFT AT SCHOOL ON RIGHT, CONTINUE WEST FOR 2.25 MILES TO
 FH0977'A SIDE ROAD RIGHT, TURN RIGHT THEN GO WEST ON AN OLD ROAD
 FH0977'FOR 0.6 MILE TO A DIM WOODS ROAD ON RIGHT WHERE OLD ROAD
 FH0977'BEARS LEFT, TURN RIGHT ON WOODS ROAD AND FOLLOW THIS OLD ROAD
 FH0977'FOR 0.25 MILE TO EDGE OF CLEARING FOR A TRANSMISSION LINE
 FH0977'AND END OF TRUCK TRAVEL.  PACK NORTH-NORTHWEST TOWARD BASE
 FH0977'OF FIRST HIGH PEAK, BEAR LEFT NEAR BASE OF PEAK AND PACK
 FH0977'NORTHWEST TO TOP OF SADDLE, PACK WEST ALONG SADDLE THEN
 FH0977'CONTINUE WEST UP STEEP SLOPE TO SUMMIT OF SUGARLOAF
 FH0977'MOUNTAIN AND STATION.  2 HOURS AND 15 MINUTES WERE REQUIRED
 FH0977'TO HIKE TO STATION FROM END OF TRUCK TRAVEL.  NO
 FH0977'RECOGNIZABLE TRAILS COULD BE FOLLOWED FOR ANY DISTANCE.
 FH0977'
 FH0977'SUGARLOAF MOUNTAIN IS THE HIGHEST PEAK IN THIS SECTION OF
 FH0977'THE COUNTRY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0958 ***********************************************************************
 EK0958  DESIGNATION -  SULPHUR
 EK0958  PID         -  EK0958
 EK0958  STATE/COUNTY-  OK/PUSHMATAHA
 EK0958  COUNTRY     -  US
 EK0958  USGS QUAD   -  ALBION SW (2019)
 EK0958
 EK0958                         *CURRENT SURVEY CONTROL
 EK0958  ______________________________________________________________________
 EK0958* NAD 83(1993) POSITION- 34 36 00.91963(N) 095 08 40.58601(W)   ADJUSTED
 EK0958* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 EK0958  ______________________________________________________________________
 EK0958  GEOID HEIGHT    -        -31.564 (meters)                     GEOID18
 EK0958  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 EK0958  HORZ ORDER      -  FIRST
 EK0958
 EK0958.The horizontal coordinates were established by classical geodetic methods
 EK0958.and adjusted by the National Geodetic Survey in November 1994.
 EK0958
 EK0958.The orthometric height was scaled from a topographic map.
 EK0958
 EK0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0958.GEOID18 height accuracy estimate available here.
 EK0958
 EK0958.Click photographs - Photos may exist for this station.
 EK0958
 EK0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0958
 EK0958. The following values were computed from the NAD 83(1993) position.
 EK0958
 EK0958;                    North         East     Units Scale Factor Converg.
 EK0958;SPC OK S     -   144,235.363   861,873.190   MT  0.99993598   +1 37 14.8
 EK0958;SPC OK S     -   473,212.19  2,827,662.29   sFT  0.99993598   +1 37 14.8
 EK0958;UTM  15      - 3,830,804.962   303,337.646   MT  1.00007673   -1 13 05.5
 EK0958
 EK0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0958!SPC OK S     -   0.99991359  x   0.99993598  =   0.99984957
 EK0958!UTM  15      -   0.99991359  x   1.00007673  =   0.99999031
 EK0958
 EK0958:                Primary Azimuth Mark                     Grid Az
 EK0958:SPC OK S     -  SULPHUR AZ MK                            084 57 51.0
 EK0958:UTM  15      -  SULPHUR AZ MK                            087 48 11.3
 EK0958
 EK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0333730804(NAD 83)
 EK0958
 EK0958|---------------------------------------------------------------------|
 EK0958| PID    Reference Object                     Distance      Geod. Az  |
 EK0958|                                                           dddmmss.s |
 EK0958| EK0952 TALIHINA ST TB SANATORIUM TANK      APPROX.19.3 KM 0165728.6 |
 EK0958| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.29.9 KM 0491252.6 |
 EK0958| CY2384 SULPHUR RM 1                         15.295 METERS 07620     |
 EK0958| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.30.6 KM 0842555.9 |
 EK0958| CY2383 SULPHUR AZ MK                                      0863505.8 |
 EK0958| EK0963 FLASHMAN LOOKOUT TOWER              APPROX.18.2 KM 1371135.5 |
 EK0958| CY2385 SULPHUR RM 2                         12.573 METERS 17957     |
 EK0958|---------------------------------------------------------------------|
 EK0958
 EK0958                          SUPERSEDED SURVEY CONTROL
 EK0958
 EK0958  NAD 83(1986)-  34 36 00.92108(N)    095 08 40.57347(W) AD(       ) 1
 EK0958  NAD 27      -  34 36 00.55500(N)    095 08 39.70400(W) AD(       ) 1
 EK0958
 EK0958.Superseded values are not recommended for survey control.
 EK0958
 EK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0958.See file dsdata.pdf to determine how the superseded data were derived.
 EK0958
 EK0958_MARKER: DS = TRIANGULATION STATION DISK
 EK0958_SETTING: 66 = SET IN ROCK OUTCROP
 EK0958_STAMPING: SULPHUR 1952
 EK0958_MARK LOGO: CGS
 EK0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0958+STABILITY: POSITION/ELEVATION WELL
 EK0958
 EK0958  HISTORY     - Date     Condition        Report By
 EK0958  HISTORY     - 1952     MONUMENTED       CGS
 EK0958  HISTORY     - 1983     GOOD             OKDH
 EK0958
 EK0958                          STATION DESCRIPTION
 EK0958
 EK0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0958'STATION IS LOCATED ABOUT 8-1/2 MILES EAST SOUTHEAST OF TUSKAHOMA
 EK0958'AND 7 MILES SOUTHWEST OF ALBION ON THE SUMMIT OF THE KIAMICHI
 EK0958'MOUNTAINS AND THE HIGHEST POINT IN THE VICINITY.  STATION
 EK0958'IS 39 FEET NORTH OF THE APPROXIMATE CENTERLINE OF TRACK ROAD
 EK0958'AND 18 FEET NORTH OF A TRIANGLE BLAZED OAK TREE.  THE DISK IS
 EK0958'SET FLUSH IN OUTCROPPING ROCK AND IS STAMPED SULPHUR 1952.
 EK0958'
 EK0958'REFERENCE MARK NO. 1 IS 42 FEET NORTH OF THE APPROXIMATE
 EK0958'CENTERLINE OF ROAD.  THE DISK IS SET FLUSH IN OUTCROPPING
 EK0958'ROCK AND IS STAMPED SULPHUR 1952.
 EK0958'
 EK0958'REFERENCE MARK NO. 2 IS IN SOUTH TRACK OF ROAD.  THE DISK IS
 EK0958'SET FLUSH IN OUTCROPPING ROCK AND IS STAMPED SULPHUR 1952.
 EK0958'
 EK0958'AZIMUTH MARK IS 30 FEET EAST NORTHEAST OF TRIANGLE BLAZED
 EK0958'TREE AND 1 FOOT SOUTH OF SOUTH TRACK OF ROAD.  THE DISK IS
 EK0958'SET FLUSH IN OUTCROPPING ROCK AND IS STAMPED SULPHUR 1952.
 EK0958'THE MARK IS NOT V.G.
 EK0958'
 EK0958'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE 63
 EK0958'IN TALIHINA GO SOUTHEAST, SOUTH AND SOUTHWEST ON U.S. HIGHWAY
 EK0958'271 FOR 4.8 MILES TO FORKS.  TAKE LEFT FORK AND GO SOUTH FOR
 EK0958'1.5 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST FOR 0.5 MILE
 EK0958'TO T INTERSECTION.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO
 EK0958'CROSSROADS.  TURN LEFT AND GO EAST FOR 0.5 MILE TO CROSSROADS.
 EK0958'TURN RIGHT AND GO SOUTHERLY ON INDIAN ROAD FOR 5.2 MILES
 EK0958'TO SUMMIT OF MOUNTAINS AND SIDE ROAD RIGHT AT SIGN SUMMIT
 EK0958'TRAIL.  TURN RIGHT AND GO WEST ON FOREST SERVICE ROAD FOR
 EK0958'0.15 MILE TO FORKS.  TAKE RIGHT FORK AND CONTINUE WESTERLY
 EK0958'FOR 5.6 MILES TO AZIMUTH MARK AS DESCRIBED.  CONTINUE
 EK0958'WEST FOR 0.2 MILE TO TRIANGLE BLAZED OAK TREE AND STATION
 EK0958'ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 EK0958'
 EK0958'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 EK0958
 EK0958                          STATION RECOVERY (1983)
 EK0958
 EK0958'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0958'SULPHER - 1952 RECOVERED GOOD.
 EK0958'
 EK0958'REFERENCE MARK NO. 1 RECOVERED GOOD.
 EK0958'
 EK0958'REFERENCE MARK NO. 2 RECOVERED GOOD.
 EK0958'
 EK0958'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES EAST SOUTHEAST
 EK0958'OF TUSKAHOMA, OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0821 ***********************************************************************
 EL0821  DESIGNATION -  SULPHUR
 EL0821  PID         -  EL0821
 EL0821  STATE/COUNTY-  OK/MURRAY
 EL0821  COUNTRY     -  US
 EL0821  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0821
 EL0821                         *CURRENT SURVEY CONTROL
 EL0821  ______________________________________________________________________
 EL0821* NAD 83(1993) POSITION- 34 31 39.62182(N) 096 59 28.67337(W)   ADJUSTED
 EL0821* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 EL0821  ______________________________________________________________________
 EL0821  GEOID HEIGHT    -        -25.312 (meters)                     GEOID18
 EL0821  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 EL0821  HORZ ORDER      -  SECOND
 EL0821
 EL0821.This mark is at Sulpher Airport (F30)
 EL0821
 EL0821.The horizontal coordinates were established by classical geodetic methods
 EL0821.and adjusted by the National Geodetic Survey in November 1994.
 EL0821
 EL0821.The orthometric height was scaled from a topographic map.
 EL0821
 EL0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0821.GEOID18 height accuracy estimate available here.
 EL0821
 EL0821.Click photographs - Photos may exist for this station.
 EL0821
 EL0821.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0821
 EL0821. The following values were computed from the NAD 83(1993) position.
 EL0821
 EL0821;                    North         East     Units Scale Factor Converg.
 EL0821;SPC OK S     -   132,942.623   692,601.108   MT  0.99993643   +0 34 21.2
 EL0821;SPC OK S     -   436,162.59  2,272,308.80   sFT  0.99993643   +0 34 21.2
 EL0821;UTM  14      - 3,822,497.965   684,358.006   MT  1.00001894   +1 08 19.9
 EL0821
 EL0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0821!SPC OK S     -   0.99995295  x   0.99993643  =   0.99988938
 EL0821!UTM  14      -   0.99995295  x   1.00001894  =   0.99997189
 EL0821
 EL0821:                Primary Azimuth Mark                     Grid Az
 EL0821:SPC OK S     -  SULPHUR AZ MK                            146 36 57.3
 EL0821:UTM  14      -  SULPHUR AZ MK                            146 02 58.6
 EL0821
 EL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8435822497(NAD 83)
 EL0821
 EL0821|---------------------------------------------------------------------|
 EL0821| PID    Reference Object                     Distance      Geod. Az  |
 EL0821|                                                           dddmmss.s |
 EL0821| CY2387 SULPHUR RM 1                         10.763 METERS 05526     |
 EL0821| EL0819 SULPHUR MUNICIPAL TANK              APPROX. 4.0 KM 1194819.4 |
 EL0821| EL0794 SULPHUR ST VET HOSP WATER TANK      APPROX. 4.5 KM 1433834.6 |
 EL0821| CY2386 SULPHUR AZ MK                                      1471118.5 |
 EL0821| CY2388 SULPHUR RM 2                         11.110 METERS 30213     |
 EL0821|---------------------------------------------------------------------|
 EL0821
 EL0821                          SUPERSEDED SURVEY CONTROL
 EL0821
 EL0821  NAD 83(1986)-  34 31 39.62711(N)    096 59 28.66331(W) AD(       ) 2
 EL0821  NAD 27      -  34 31 39.30800(N)    096 59 27.59830(W) AD(       ) 2
 EL0821
 EL0821.Superseded values are not recommended for survey control.
 EL0821
 EL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0821.See file dsdata.pdf to determine how the superseded data were derived.
 EL0821
 EL0821_MARKER: DS = TRIANGULATION STATION DISK
 EL0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0821_STAMPING: SULPHUR 1954
 EL0821_MARK LOGO: CGS
 EL0821_PROJECTION: FLUSH
 EL0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0821+STABILITY: SURFACE MOTION
 EL0821
 EL0821  HISTORY     - Date     Condition        Report By
 EL0821  HISTORY     - 1954     MONUMENTED       CGS
 EL0821
 EL0821                          STATION DESCRIPTION
 EL0821
 EL0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0821'STATION IS LOCATED ABOUT 1.5 MILES NORTH-NORTHWEST OF SULPHUR
 EL0821'ON THE CREST OF THE GRASS COVERED RIDGE WHICH LIES IN A NORTH-SOUTH
 EL0821'DIRECTION ALONG THE WEST SIDE OF THE SULPHUR MUNICIPAL AIRPORT
 EL0821'RUNWAY.  IT IS ON THE SOUTH SIDE OF THE EAST-WEST FENCE AT
 EL0821'THE NORTH END OF AIRPORT.
 EL0821'
 EL0821'TO REACH THE STATION FROM THE HIGH SCHOOL IN SULPHUR DRIVE
 EL0821'WEST ON STATE HIGHWAY 7 (BROADWAY AVENUE) FOR 0.5 MILE TO
 EL0821'ITS INTERSECTION WITH 14TH. STREET.  TURN RIGHT ONTO 14TH.
 EL0821'STREET AND DRIVE NORTH FOR 1.05 MILES TO A GATE AND AIRPORT
 EL0821'SIGN ON THE LEFT.  TURN LEFT, PASS THROUGH GATE, AND DRIVE
 EL0821'WESTERLY FOR 0.2 MILE TO A SMALL BUILDING, POWERLINE POLE AND
 EL0821'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.1 MILE
 EL0821'TO RUNWAY.  TURN RIGHT AND DRIVE NORTH ALONG RUNWAY FOR 0.25
 EL0821'MILE TO THE FENCE AT THE NORTH END.  TURN LEFT AND DRIVE
 EL0821'WEST ALONG SOUTH SIDE OF FENCE FOR 0.1 MILE TO SUMMIT OF
 EL0821'RIDGE AND STATION.
 EL0821'
 EL0821'SURFACE-STATION MARK, A STANDARD DISK STAMPED SULPHUR 1954,
 EL0821'IS SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 EL0821'SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20.5
 EL0821'FEET SOUTH OF THE EAST-WEST FENCE.
 EL0821'
 EL0821'UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED SULPHUR
 EL0821'1954, IS SET IN THE TOP OF A SMALL MASS OF CONCRETE ABOUT 6
 EL0821'INCHES IN DIAMETER AND 36 INCHES BELOW THE SURFACE OF THE
 EL0821'GROUND.
 EL0821'
 EL0821'REFERENCE MARK 1, A STANDARD DISK STAMPED SULPHUR NO 1 1954, IS
 EL0821'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 EL0821'AND FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF THE EAST-WEST
 EL0821'FENCE.
 EL0821'
 EL0821'REFERENCE MARK 2, A STANDARD DISK STAMPED SULPHUR NO 2 1954, IS
 EL0821'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES IN DIAMETER
 EL0821'AND FLUSH WITH THE GROUND.  IT IS 1 FOOT EAST OF A WITNESS
 EL0821'POST AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 EL0821'
 EL0821'AZIMUTH MARK, A STANDARD DISK STAMPED SULPHUR 1954, IS SET
 EL0821'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0821'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET NORTHEAST
 EL0821'OF CENTER OF AIRPORT ENTRANCE ROAD, 2 FEET NORTH OF A WITNESS
 EL0821'POST AND 1.5 FEET EAST OF POWERLINE POLE.
 EL0821'
 EL0821'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0814 ***********************************************************************
 EM0814  DESIGNATION -  SULPHUR 1945
 EM0814  PID         -  EM0814
 EM0814  STATE/COUNTY-  OK/COMANCHE
 EM0814  COUNTRY     -  US
 EM0814  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0814
 EM0814                         *CURRENT SURVEY CONTROL
 EM0814  ______________________________________________________________________
 EM0814* NAD 83(1993) POSITION- 34 43 11.59795(N) 098 37 15.53511(W)   ADJUSTED
 EM0814* NAVD 88 ORTHO HEIGHT -   528.    (meters)     1732.    (feet) SCALED
 EM0814  ______________________________________________________________________
 EM0814  GEOID HEIGHT    -        -25.479 (meters)                     GEOID18
 EM0814  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 EM0814  HORZ ORDER      -  THIRD
 EM0814
 EM0814.The horizontal coordinates were established by classical geodetic methods
 EM0814.and adjusted by the National Geodetic Survey in November 1994.
 EM0814
 EM0814.The orthometric height was scaled from a topographic map.
 EM0814
 EM0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0814.GEOID18 height accuracy estimate available here.
 EM0814
 EM0814.Click photographs - Photos may exist for this station.
 EM0814
 EM0814.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0814
 EM0814. The following values were computed from the NAD 83(1993) position.
 EM0814
 EM0814;                    North         East     Units Scale Factor Converg.
 EM0814;SPC OK S     -   153,976.727   543,123.032   MT  0.99993874   -0 21 08.9
 EM0814;SPC OK S     -   505,171.98  1,781,896.15   sFT  0.99993874   -0 21 08.9
 EM0814;UTM  14      - 3,842,045.839   534,703.560   MT  0.99961484   +0 12 57.2
 EM0814
 EM0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0814!SPC OK S     -   0.99992110  x   0.99993874  =   0.99985984
 EM0814!UTM  14      -   0.99992110  x   0.99961484  =   0.99953597
 EM0814
 EM0814:                Primary Azimuth Mark                     Grid Az
 EM0814:SPC OK S     -  TT 8 E                                   208 12 42.1
 EM0814:UTM  14      -  TT 8 E                                   207 38 36.0
 EM0814
 EM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3470342045(NAD 83)
 EM0814
 EM0814|---------------------------------------------------------------------|
 EM0814| PID    Reference Object                     Distance      Geod. Az  |
 EM0814|                                                           dddmmss.s |
 EM0814| EM0840 TT 8 E                              APPROX. 1.4 KM 2075133.2 |
 EM0814|---------------------------------------------------------------------|
 EM0814
 EM0814                          SUPERSEDED SURVEY CONTROL
 EM0814
 EM0814  NAD 83(1986)-  34 43 11.60338(N)    098 37 15.51966(W) AD(       ) 3
 EM0814  NAD 27      -  34 43 11.35000(N)    098 37 14.30000(W) AD(       ) 3
 EM0814
 EM0814.Superseded values are not recommended for survey control.
 EM0814
 EM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0814.See file dsdata.pdf to determine how the superseded data were derived.
 EM0814
 EM0814_MARKER: I = METAL ROD
 EM0814_SETTING: 66 = SET IN ROCK OUTCROP
 EM0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0814+STABILITY: POSITION/ELEVATION WELL
 EM0814
 EM0814  HISTORY     - Date     Condition        Report By
 EM0814  HISTORY     - 1945     MONUMENTED       USA
 EM0814
 EM0814                          STATION DESCRIPTION
 EM0814
 EM0814'DESCRIBED BY US ARMY 1945
 EM0814'NEAR THE SUMMIT OF ROUNDED HILL N OF SULPHER FLAT AND ABOUT 0.8
 EM0814'MILE NE OF CACHE WYE.  MARKED BY SECTION OF 3/8 IN IRON
 EM0814'REINFORCING ROD CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT
 EM0814'50 FT. SE OF TREE ON HIGHEST POINT OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0819 ***********************************************************************
 EL0819  DESIGNATION -  SULPHUR MUNICIPAL TANK
 EL0819  PID         -  EL0819
 EL0819  STATE/COUNTY-  OK/MURRAY
 EL0819  COUNTRY     -  US
 EL0819  USGS QUAD   -  SULPHUR NORTH (2018)
 EL0819
 EL0819                         *CURRENT SURVEY CONTROL
 EL0819  ______________________________________________________________________
 EL0819* NAD 83(1993) POSITION- 34 30 35.48840(N) 096 57 13.46826(W)   ADJUSTED
 EL0819  ______________________________________________________________________
 EL0819  GEOID HEIGHT    -        -25.316 (meters)                     GEOID18
 EL0819  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 EL0819  HORZ ORDER      -  THIRD
 EL0819
 EL0819.The horizontal coordinates were established by classical geodetic methods
 EL0819.and adjusted by the National Geodetic Survey in November 1994.
 EL0819
 EL0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0819.GEOID18 height accuracy estimate available here.
 EL0819
 EL0819.Click photographs - Photos may exist for this station.
 EL0819
 EL0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0819
 EL0819. The following values were computed from the NAD 83(1993) position.
 EL0819
 EL0819;                    North         East     Units Scale Factor Converg.
 EL0819;SPC OK S     -   131,001.718   696,069.284   MT  0.99993678   +0 35 37.9
 EL0819;SPC OK S     -   429,794.80  2,283,687.31   sFT  0.99993678   +0 35 37.9
 EL0819;UTM  14      - 3,820,591.244   687,845.502   MT  1.00003495   +1 09 34.7
 EL0819
 EL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8784520591(NAD 83)
 EL0819
 EL0819                          SUPERSEDED SURVEY CONTROL
 EL0819
 EL0819  NAD 83(1986)-  34 30 35.49410(N)    096 57 13.45927(W) AD(       ) 3
 EL0819  NAD 27      -  34 30 35.17500(N)    096 57 12.40400(W) AD(       ) 3
 EL0819
 EL0819.Superseded values are not recommended for survey control.
 EL0819
 EL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0819.See file dsdata.pdf to determine how the superseded data were derived.
 EL0819
 EL0819_MARKER: 53 = ELEVATED TANK
 EL0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0819+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2009
 EL0819
 EL0819  HISTORY     - Date     Condition        Report By
 EL0819  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0819  HISTORY     - 1954     GOOD             CGS
 EL0819  HISTORY     - 20040819 GOOD             USPSQD
 EL0819  HISTORY     - 20091212 GOOD             GEOCAC
 EL0819
 EL0819                          STATION DESCRIPTION
 EL0819
 EL0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0819'THE STATION IS LOCATED AT THE EXTREME EASTERN EDGE OF SULPHUR ABOUT
 EL0819'0.05 MILE SOUTH OF STATE HIGHWAY NO. 7.  IT HAS A CONICAL ROOF
 EL0819'AND IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.
 EL0819'
 EL0819'THE APPROXIMATE OVERALL HEIGHT IS 115 FEET.
 EL0819'
 EL0819'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0819
 EL0819                          STATION RECOVERY (2004)
 EL0819
 EL0819'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 EL0819'RECOVERED IN GOOD CONDITION.
 EL0819
 EL0819                          STATION RECOVERY (2009)
 EL0819
 EL0819'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0712 ***********************************************************************
 EL0712  DESIGNATION -  SULSER
 EL0712  PID         -  EL0712
 EL0712  STATE/COUNTY-  OK/COAL
 EL0712  COUNTRY     -  US
 EL0712  USGS QUAD   -  TUPELO NE (2018)
 EL0712
 EL0712                         *CURRENT SURVEY CONTROL
 EL0712  ______________________________________________________________________
 EL0712* NAD 83(1993) POSITION- 34 42 26.41166(N) 096 21 55.78661(W)   ADJUSTED
 EL0712* NAVD 88 ORTHO HEIGHT -   272.9   (meters)      895.    (feet) VERTCON3
 EL0712  ______________________________________________________________________
 EL0712  GEOID HEIGHT    -        -27.425 (meters)                     GEOID18
 EL0712  LAPLACE CORR    -         -6.77  (seconds)                    DEFLEC18
 EL0712  HORZ ORDER      -  FIRST
 EL0712
 EL0712.The horizontal coordinates were established by classical geodetic methods
 EL0712.and adjusted by the National Geodetic Survey in November 1994.
 EL0712
 EL0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0712
 EL0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0712.GEOID18 height accuracy estimate available here.
 EL0712
 EL0712.Click photographs - Photos may exist for this station.
 EL0712
 EL0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0712
 EL0712. The following values were computed from the NAD 83(1993) position.
 EL0712
 EL0712;                    North         East     Units Scale Factor Converg.
 EL0712;SPC OK S     -   153,621.673   749,724.377   MT  0.99993824   +0 55 40.0
 EL0712;SPC OK S     -   504,007.11  2,459,720.73   sFT  0.99993824   +0 55 40.0
 EL0712;UTM  14      - 3,843,748.428   741,285.773   MT  1.00031763   +1 30 02.8
 EL0712
 EL0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0712!SPC OK S     -   0.99996147  x   0.99993824  =   0.99989971
 EL0712!UTM  14      -   0.99996147  x   1.00031763  =   1.00027909
 EL0712
 EL0712:                Primary Azimuth Mark                     Grid Az
 EL0712:SPC OK S     -  SULSER AZ MK                             189 49 26.5
 EL0712:UTM  14      -  SULSER AZ MK                             189 15 03.7
 EL0712
 EL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4128543748(NAD 83)
 EL0712
 EL0712|---------------------------------------------------------------------|
 EL0712| PID    Reference Object                     Distance      Geod. Az  |
 EL0712|                                                           dddmmss.s |
 EL0712| CY2392 SULSER RM 2                          24.788 METERS 07154     |
 EL0712| CY2390 SULSER AZ MK                                       1904506.5 |
 EL0712| CY2393 SULSER RM 3                          15.421 METERS 22048     |
 EL0712| EL0801 ADA WATER TANK                      APPROX.29.5 KM 2823825.1 |
 EL0712| EL0802 ADA CEMENT PLANT CHIMNEY            APPROX.31.1 KM 2825552.3 |
 EL0712| CY2391 SULSER RM 1                          13.970 METERS 31009     |
 EL0712| EL0717 ALLEN WATER TANK                    APPROX.19.4 KM 3465923.8 |
 EL0712|---------------------------------------------------------------------|
 EL0712
 EL0712                          SUPERSEDED SURVEY CONTROL
 EL0712
 EL0712  NAD 83(1986)-  34 42 26.41504(N)    096 21 55.77790(W) AD(       ) 1
 EL0712  NAD 27      -  34 42 26.08260(N)    096 21 54.75900(W) AD(       ) 1
 EL0712  USSD        -  34 42 26.00100(N)    096 21 55.07100(W) AD(       ) 3
 EL0712  NGVD 29 (07/19/86)  272.8    (m)          895.     (f) VERT ANG       
 EL0712
 EL0712.Superseded values are not recommended for survey control.
 EL0712
 EL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0712.See file dsdata.pdf to determine how the superseded data were derived.
 EL0712
 EL0712_MARKER: DS = TRIANGULATION STATION DISK
 EL0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0712_STAMPING: SULSER 1920 1955
 EL0712_MARK LOGO: CGS
 EL0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0712+STABILITY: SURFACE MOTION
 EL0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0712+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 EL0712
 EL0712  HISTORY     - Date     Condition        Report By
 EL0712  HISTORY     - 1920     MONUMENTED       CGS
 EL0712  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0712  HISTORY     - 1955     SEE DESCRIPTION  CGS
 EL0712  HISTORY     - 20070508 GOOD             INDIV
 EL0712
 EL0712                          STATION DESCRIPTION
 EL0712
 EL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (RLS)
 EL0712'ON TOP OF TIMBERED RIDGE IN NW 1/4 SEC. 28, T. 3 N., R.
 EL0712'9 E., ON LAND OWNED BY MRS. D.E. BADLEY OF OKLAHOMA CITY.
 EL0712'
 EL0712'STATION MARKED BY BRONZE STATION DISK IN CONCRETE.
 EL0712'
 EL0712'REFERENCE MARK IS BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK,
 EL0712'13.97 METERS (45.8 FEET) FROM STATION N 49 DEG 52 MIN W.
 EL0712'
 EL0712'FOLLOWING BEARINGS ARE FROM STATION--ADA, CENTER OF WATER
 EL0712'TANK, N 77 DEG 21 MIN 34 SEC W. ADA, CEMENT WORKS, TALL
 EL0712'SMOKESTACK, N 77 DEG 04 MIN 05 SEC W, CENTER CITY OF ALLEN
 EL0712'WATER TANK, N 13 DEG 00 MIN 31 SEC W.
 EL0712
 EL0712                          STATION RECOVERY (1934)
 EL0712
 EL0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0712'ABOUT 11 MILES S AND 2-1/2 MILES E OF ALLEN, ON LAND OWNED BY
 EL0712'D.E. BRADLEY, AND OCCUPIED BY A.M. RALEY, TENANT.
 EL0712'
 EL0712'BEST WAY OF REACHING IS ABOUT 16 MILES S OF ALLEN ALONG
 EL0712'ALLEN-GLOBE ROAD AND ABOUT 3/4 MILE W OF RESIDENCE ON BRADLEY
 EL0712'LAND.
 EL0712'
 EL0712'RIM OF DISK BROKEN AWAY, LEAVING SHANK IN PLACE.
 EL0712'
 EL0712'REFERENCE MARK DISK BROKEN LEAVING ABOUT HALF OF SHANK AND A
 EL0712'PART OF DRILL HOLE ABOVE BROKEN SHANK.
 EL0712
 EL0712                          STATION RECOVERY (1955)
 EL0712
 EL0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0712'THE STATION AND REFERENCE MARK WERE FOUND DESTROYED.  THE
 EL0712'STATION MARK HAD THE RIM BROKEN AWAY LEAVING THE SHANK IN ITS
 EL0712'ORIGINAL POSITION.  THIS POINT WAS HELD AND A NEW DISK WAS
 EL0712'PLACED IN TOP OF THE REINFORCED CONCRETE MONUMENT.  TWO NEW
 EL0712'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 EL0712'COMPLETE DESCRIPTION FOLLOWS.
 EL0712'
 EL0712'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES EAST OF LULA,
 EL0712'ABOUT 7 MILES NORTHEAST OF TUPELO AND ABOUT 6 MILES NORTH-NORTHWEST
 EL0712'OF CENTRAHOMA ON THE HIGHEST POINT OF A TIMBERED RIDGE.
 EL0712'THE STATION IS ON THE PROPERTY OF MR. BRADLEY.
 EL0712'
 EL0712'THE STATION IS A STANDARD DISK STAMPED SULSER 1920 1955 SET
 EL0712'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0712'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 14 FEET NORTHEAST OF
 EL0712'A WHITE WITNESS POST.
 EL0712'
 EL0712'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SULSER NO
 EL0712'2 1920 1955 SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EL0712'ABOUT 14 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 EL0712'AS THE STATION.
 EL0712'
 EL0712'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED SULSER
 EL0712'NO 3 1920 1955 SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EL0712'ABOUT 2 FEET ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN
 EL0712'THE STATION.
 EL0712'
 EL0712'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SULSER 1920 1955
 EL0712'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EL0712'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A WHITE
 EL0712'WITNESS POST, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 22
 EL0712'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 EL0712'
 EL0712'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EL0712'61 AND 48 IN LULA WHICH IS 7 MILES NORTH OF TUPELO, GO SOUTH
 EL0712'ON STATE HIGHWAY 48 FOR 0.4 MILE.  TURN LEFT OFF THE HIGHWAY AND
 EL0712'FOLLOW THE DIRT SIDE ROAD EAST FOR 3.2 MILES TO A SIDE ROAD,
 EL0712'RIGHT.  CONTINUE STRAIGHT AHEAD, EAST FOR 0.15 MILE TO A WHITE
 EL0712'WITNESS POST ON THE RIGHT, SOUTH SIDE AND THE AZIMUTH MARK.
 EL0712'CONTINUE STRAIGHT AHEAD, EAST FOR 0.2 MILE TO THE DRIVE-WAY
 EL0712'TO MR. BADLEYS RANCH HOME ON THE LEFT.  TURN LEFT AND GO NORTH
 EL0712'FOR 0.05 MILE TO A WIRE GATE WHICH IS ABOUT 125 FEET WEST OF
 EL0712'MR. BADLEYS RANCH HOME.  PASS THROUGH THE GATE AND GO NORTH
 EL0712'PASSING TO THE LEFT OF THE BARN FOR 0.3 MILE TO A DEEP
 EL0712'DITCH.  CROSS THE DITCH AND GO NORTHERLY FOR 0.05 MILE.  TAKE
 EL0712'THE DIM LEFT FORK AND GO NORTH FOR 0.3 MILE TO A LARGE
 EL0712'RESERVOIR.  PASS TO THE SOUTH OF THE RESERVOIR AND FOLLOW THE
 EL0712'FAINT TRACK ROAD WEST-NORTHWESTERLY FOR 0.1 MILE TO A GATE
 EL0712'IN AN EAST-WEST FENCE LINE.  PASS THROUGH, TURN RIGHT AND GO
 EL0712'EAST ON THE TRACK ROAD FOR 0.1 MILE.  TURN SHARP LEFT
 EL0712'AND GO NORTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP
 EL0712'OF A RIDGE.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 EL0712'HIGHEST POINT OF THE RIDGE, A WHITE WITNESS POST AND THE
 EL0712'STATION.
 EL0712
 EL0712                          STATION RECOVERY (2007)
 EL0712
 EL0712'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BRY)
 EL0712'RECOVERED BY GREAT PLAINS SURVEYING 5/2007
 EL0712'
 EL0712'FROM SECTION LINE ROAD ON SOUTH LINE OF SEC 28, ENTER TYSON SWINE FARM
 EL0712'AT SIGN.  FOLLOW GRAVEL DRIVEWAY NORTH. JUST PAST BARN ON LEFT IS A
 EL0712'STEEL GATE.  GO THROUGH GATE AND FOLLOW DIM TRACK ROAD TO THE WEST
 EL0712'SIDE OF THE MOST PROMINENT HILL NORTH OF SWINE FARM.  EASY HIKE 100'
 EL0712'UP TO THE TOP OF HILL AND STATION.
 EL0712'
 EL0712'DID NOT LOOK FOR REFERENCE MARKS OR AZIMUTH, DID NOT FIND ANY WITNESS
 EL0712'POSTS.  NOT SUITABLE FOR STATIC GPS OBSERVATIONS DUE TO MODERATE TREE
 EL0712'CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1075 ***********************************************************************
 FH1075  DESIGNATION -  SUMMIT
 FH1075  PID         -  FH1075
 FH1075  STATE/COUNTY-  OK/MUSKOGEE
 FH1075  COUNTRY     -  US
 FH1075  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH1075
 FH1075                         *CURRENT SURVEY CONTROL
 FH1075  ______________________________________________________________________
 FH1075* NAD 83(1993) POSITION- 35 40 17.50807(N) 095 27 13.26876(W)   ADJUSTED
 FH1075* NAVD 88 ORTHO HEIGHT -   244.    (meters)      801.    (feet) SCALED
 FH1075  ______________________________________________________________________
 FH1075  GEOID HEIGHT    -        -29.542 (meters)                     GEOID18
 FH1075  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 FH1075  HORZ ORDER      -  FIRST
 FH1075
 FH1075.The horizontal coordinates were established by classical geodetic methods
 FH1075.and adjusted by the National Geodetic Survey in November 1994.
 FH1075
 FH1075.The orthometric height was scaled from a topographic map.
 FH1075
 FH1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1075.GEOID18 height accuracy estimate available here.
 FH1075
 FH1075.Click photographs - Photos may exist for this station.
 FH1075
 FH1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1075
 FH1075. The following values were computed from the NAD 83(1993) position.
 FH1075
 FH1075;                    North         East     Units Scale Factor Converg.
 FH1075;SPC OK N     -    77,531.087   830,502.925   MT  0.99998262   +1 30 09.7
 FH1075;SPC OK N     -   254,366.57  2,724,741.68   sFT  0.99998262   +1 30 09.7
 FH1075;SPC OK S     -   262,289.204   830,535.653   MT  1.00011602   +1 26 43.2
 FH1075;SPC OK S     -   860,527.16  2,724,849.05   sFT  1.00011602   +1 26 43.2
 FH1075;UTM  15      - 3,950,291.305   277,919.819   MT  1.00020779   -1 25 53.1
 FH1075
 FH1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1075!SPC OK N     -   0.99996632  x   0.99998262  =   0.99994894
 FH1075!SPC OK S     -   0.99996632  x   1.00011602  =   1.00008234
 FH1075!UTM  15      -   0.99996632  x   1.00020779  =   1.00017411
 FH1075
 FH1075:                Primary Azimuth Mark                     Grid Az
 FH1075:SPC OK N     -  SUMMIT AZ MK                             119 30 39.9
 FH1075:SPC OK S     -  SUMMIT AZ MK                             119 34 06.4
 FH1075:UTM  15      -  SUMMIT AZ MK                             122 26 42.7
 FH1075
 FH1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7791950291(NAD 83)
 FH1075
 FH1075|---------------------------------------------------------------------|
 FH1075| PID    Reference Object                     Distance      Geod. Az  |
 FH1075|                                                           dddmmss.s |
 FH1075| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX.10.8 KM 0182333.6 |
 FH1075| FH1089 MUSKOGEE RED STANDPIPE              APPROX.12.4 KM 0385235.3 |
 FH1075| CI3337 SUMMIT RM 1                          31.071 METERS 04029     |
 FH1075| FH1062 MUSKOGEE STA KBIX RADIO MAST        APPROX.11.5 KM 0405652.3 |
 FH1075| FH1061 MUSKOGEE OKLA GAS AND ELEC STK      APPROX.11.1 KM 0431701.3 |
 FH1075| FH1063 MUSKOGEE COLD STORAGE PLT STK       APPROX.11.2 KM 0452353.5 |
 FH1075| FH1086 MUSKOGEE RBANK PWR PLT W STK        APPROX.17.5 KM 0535917.8 |
 FH1075| FH1087 MUSKOGEE RBANK PWR PLT E STK        APPROX.17.5 KM 0540055.5 |
 FH1075| CI3336 SUMMIT AZ MK                                       1210049.6 |
 FH1075| FH1148 WAINWRIGHT BLACK TANK               APPROX.12.5 KM 2385511.7 |
 FH1075| FH1156 BOYNTON STANDPIPE                   APPROX.17.9 KM 2660846.4 |
 FH1075| CI3338 SUMMIT RM 2                          31.583 METERS 30620     |
 FH1075| FH1139 TAFT STATE ORPHANAGE WATER TK       APPROX.13.6 KM 3224623.4 |
 FH1075|---------------------------------------------------------------------|
 FH1075
 FH1075                          SUPERSEDED SURVEY CONTROL
 FH1075
 FH1075  NAD 83(1986)-  35 40 17.52827(N)    095 27 13.25711(W) AD(       ) 1
 FH1075  NAD 27      -  35 40 17.17400(N)    095 27 12.35300(W) AD(       ) 1
 FH1075
 FH1075.Superseded values are not recommended for survey control.
 FH1075
 FH1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1075.See file dsdata.pdf to determine how the superseded data were derived.
 FH1075
 FH1075_MARKER: DS = TRIANGULATION STATION DISK
 FH1075_SETTING: 66 = SET IN ROCK OUTCROP
 FH1075_STAMPING: SUMMIT 1934
 FH1075_MARK LOGO: CGS
 FH1075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1075+STABILITY: POSITION/ELEVATION WELL
 FH1075
 FH1075  HISTORY     - Date     Condition        Report By
 FH1075  HISTORY     - 1934     MONUMENTED       CGS
 FH1075  HISTORY     - 1940     GOOD             CGS
 FH1075  HISTORY     - 1948     GOOD             CGS
 FH1075  HISTORY     - 1960     GOOD             CGS
 FH1075
 FH1075                          STATION DESCRIPTION
 FH1075
 FH1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1075'STATION IS LOCATED ABOUT 10-1/2 MILES SW OF MUSKOGEE, AND 2 MILES
 FH1075'W OF SUMMIT, IN SEC. 24, T 14 N, R 17 E, LOCALLY KNOWN AS
 FH1075'CHIMNEY MOUNTAIN.
 FH1075'
 FH1075'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FH1075'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1075'
 FH1075'REFERENCE MARK NO.1 IS NE OF STATION, 31.05 METERS, 101.87 FEET.
 FH1075'
 FH1075'REFERENCE MARK NO.2 IS W OF STATION, 31.61 METERS, 103.7 FEET
 FH1075'ON EDGE OF HILL.
 FH1075'
 FH1075'CLOSER MEASUREMENTS TO REFERENCE MARKS COULD NOT BE MADE DUE
 FH1075'TO ROUGH ROCKY GROUND.
 FH1075'
 FH1075'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 FH1075'IN A BOULDER.  IT IS 0.4 MILE E OF STATION ON TOP OF A PROMINENT
 FH1075'GRASS-COVERED KNOLL.
 FH1075'
 FH1075'TO REACH FROM MUSKOGEE POST OFFICE, GO W ON U.S. HIGHWAY 64
 FH1075'FOR 1.2 MILES, HERE TURN S ON U.S. HIGHWAY 63 AND GO 6.5 MILES TO
 FH1075'A SMALL STORE IN SUMMIT.  HERE TURN W AND GO 2.0 MILES TO A TIN
 FH1075'ROOFED BARN ON LEFT, AND A GATE TO RIGHT (N).  GO THROUGH GATE AND
 FH1075'CONTINUE N 0.2 MILE TO FOOT OF HILL.  END OF TRUCK TRAVEL.
 FH1075'CONTINUE UP HILL BEARING NW ABOUT 0.2 MILE TO N END OF HILL AND
 FH1075'STATION.  MARK IS NEAR W END OF HILL AND ON HIGHEST POINT.
 FH1075'
 FH1075'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1075
 FH1075                          STATION RECOVERY (1940)
 FH1075
 FH1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1075'STATION IS LOCATED ABOUT 7 MILES SW OF MUSKOGEE, AND 2 MILES W
 FH1075'OF SUMMIT ON THE HIGHEST POINT OF A TREELESS GRASSY HILL KNOWN
 FH1075'LOCALLY AS CHIMNEY MOUNTAIN.
 FH1075'
 FH1075'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 FH1075'AND IN GOOD CONDITION.
 FH1075'
 FH1075'STATION MARK PROJECTS 3 INCHES, STAMPED SUMMIT 1934.  REFERENCE
 FH1075'MARK NO.2 IS NE OF STATION, 1 FOOT S OF N EDGE OF ROCK LEDGE WHICH
 FH1075'DROPS OFF ABRUPTLY TO THE N, FLUSH WITH THE GROUND, STAMPED
 FH1075'SUMMIT NO.1, 1934.  REFERENCE MARK NO.1 IS 10 FEET BELOW STATION,
 FH1075'REFERENCE MARK NO.2 IS 3 FEET BELOW STATION.  THE AZIMUTH MARK
 FH1075'IS 0.4 MILE E OF THE STATION ON TOP OF A PROMINENT
 FH1075'GRASS-COVERED KNOLL NEAR THE E END OF CHIMNEY MOUNTAIN.  THE
 FH1075'MARK IS FLUSH WITH THE GROUND, STAMPED SUMMIT 1934.
 FH1075'
 FH1075'THE 1940 HORIZONTAL MEASUREMENTS TO THE REFERENCE MARKS WERE
 FH1075'CAREFULLY MADE OVER A LINE OF STAKES.  THERE IS NO INDICATION OF
 FH1075'POSSIBLE MOVEMENT OF THE REFERENCE MARKS IN RELATION TO THE
 FH1075'STATION DISK CAUSING THE DISCREPANCY NOTED BETWEEN THE 1934 AND
 FH1075'1940 MEASUREMENTS.
 FH1075'
 FH1075'TO REACH FROM POST OFFICE IN MUSKOGEE, GO W ON U.S. HIGHWAY 64
 FH1075'FOR 0.2 MILE TO JUNCTION WITH U.S. HIGHWAY 69 LEADING LEFT (S),
 FH1075'TURN LEFT AND GO S ON U.S. HIGHWAY 69 FOR 6.5 MILES TO A SMALL
 FH1075'STORE IN SUMMIT ON RIGHT AND GRAVEL ROAD LEADING RIGHT (W), TURN
 FH1075'RIGHT AND GO 2.05 MILES TO A STONE HOUSE ON RIGHT (N) SIDE OF THE
 FH1075'ROAD, TURN INTO YARD OF THE HOUSE (N), PASS THROUGH GATES AND
 FH1075'CONTINUE N AND NE ABOUT 0.2 MILE TO BASE OF HILL AND END OF
 FH1075'TRUCK TRAVEL.  PACK UP RIDGE NE TO HIGHEST POINT OF HILL AND
 FH1075'STATION.  ABOUT 0.2 MILE.
 FH1075'
 FH1075'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 FH1075
 FH1075                          STATION RECOVERY (1948)
 FH1075
 FH1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 FH1075'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FH1075
 FH1075                          STATION RECOVERY (1960)
 FH1075
 FH1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1075'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1075'CONDITION.
 FH1075'
 FH1075'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM THE JUNCTION
 FH1075'OF U.S. HIGHWAYS 62, 64 AND 69, AT WEST EDGE OF MUSKOGEE, IS
 FH1075'ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0957 ***********************************************************************
 EK0957  DESIGNATION -  SUMMIT RESET
 EK0957  PID         -  EK0957
 EK0957  STATE/COUNTY-  OK/PUSHMATAHA
 EK0957  COUNTRY     -  US
 EK0957  USGS QUAD   -  ALBION SE (2019)
 EK0957
 EK0957                         *CURRENT SURVEY CONTROL
 EK0957  ______________________________________________________________________
 EK0957* NAD 83(1993) POSITION- 34 36 01.67104(N) 095 03 23.09705(W)   ADJUSTED
 EK0957* NAVD 88 ORTHO HEIGHT -   588.    (meters)     1929.    (feet) SCALED
 EK0957  ______________________________________________________________________
 EK0957  GEOID HEIGHT    -        -31.561 (meters)                     GEOID18
 EK0957  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 EK0957  HORZ ORDER      -  SECOND
 EK0957
 EK0957.The horizontal coordinates were established by classical geodetic methods
 EK0957.and adjusted by the National Geodetic Survey in November 1994.
 EK0957
 EK0957.The orthometric height was scaled from a topographic map.
 EK0957
 EK0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0957.GEOID18 height accuracy estimate available here.
 EK0957
 EK0957.Click photographs - Photos may exist for this station.
 EK0957
 EK0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0957
 EK0957. The following values were computed from the NAD 83(1993) position.
 EK0957
 EK0957;                    North         East     Units Scale Factor Converg.
 EK0957;SPC OK S     -   144,490.835   869,958.446   MT  0.99993598   +1 40 15.0
 EK0957;SPC OK S     -   474,050.35  2,854,188.67   sFT  0.99993598   +1 40 15.0
 EK0957;UTM  15      - 3,830,659.652   311,426.614   MT  1.00003832   -1 10 05.1
 EK0957
 EK0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0957!SPC OK S     -   0.99991264  x   0.99993598  =   0.99984863
 EK0957!UTM  15      -   0.99991264  x   1.00003832  =   0.99995096
 EK0957
 EK0957:                Primary Azimuth Mark                     Grid Az
 EK0957:SPC OK S     -  SULPHUR                                  268 11 24.8
 EK0957:UTM  15      -  SULPHUR                                  271 01 44.9
 EK0957
 EK0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1142630659(NAD 83)
 EK0957
 EK0957|---------------------------------------------------------------------|
 EK0957| PID    Reference Object                     Distance      Geod. Az  |
 EK0957|                                                           dddmmss.s |
 EK0957| CY2394 SUMMIT AZ MK                                       1080234.0 |
 EK0957| CY2396 SUMMIT RM 2                          12.504 METERS 22547     |
 EK0957| EK0958 SULPHUR                             APPROX. 8.1 KM 2695139.8 |
 EK0957| CY2395 SUMMIT RM 1                          15.033 METERS 33825     |
 EK0957|---------------------------------------------------------------------|
 EK0957
 EK0957                          SUPERSEDED SURVEY CONTROL
 EK0957
 EK0957  NAD 83(1986)-  34 36 01.67264(N)    095 03 23.08496(W) AD(       ) 2
 EK0957  NAD 27      -  34 36 01.30500(N)    095 03 22.22900(W) AD(       ) 2
 EK0957
 EK0957.Superseded values are not recommended for survey control.
 EK0957
 EK0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0957.See file dsdata.pdf to determine how the superseded data were derived.
 EK0957
 EK0957_MARKER: DS = TRIANGULATION STATION DISK
 EK0957_SETTING: 66 = SET IN ROCK OUTCROP
 EK0957_STAMPING: SUMMIT 1952 1970
 EK0957_MARK LOGO: CGS
 EK0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0957+STABILITY: POSITION/ELEVATION WELL
 EK0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0957+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2015
 EK0957
 EK0957  HISTORY     - Date     Condition        Report By
 EK0957  HISTORY     - 1970     MONUMENTED       NGS
 EK0957  HISTORY     - 1983     GOOD             OKDH
 EK0957  HISTORY     - 20150314 GOOD             GEOCAC
 EK0957
 EK0957                          STATION DESCRIPTION
 EK0957
 EK0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EK0957'THE STATION MARK WAS FOUND TO BE DESTROYED.  REFERENCE MARKS
 EK0957'NO. 1 AND NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EK0957'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW STATION
 EK0957'DISK WAS RE-MARKED IN THE SAME DRILL HOLE THE ORIGINAL STATION
 EK0957'DISK WAS IN.
 EK0957'
 EK0957'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 10 MILES
 EK0957'SOUTH OF TALIHINA, 7 MILES SOUTHEAST OF ALBION ON THE HIGHEST
 EK0957'PART OF A PEAK OF THE KIAMICHI MOUNTAINS.
 EK0957'
 EK0957'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND
 EK0957'STATE HIGHWAY 63 AT THE SOUTH EDGE OF TALIHINA, GO SOUTHERLY ON
 EK0957'U.S. HIGHWAY 271 FOR 4.0 MILES TO A ROAD FORK, KEEP LEFT FORK,
 EK0957'SOUTH, GO 1.4 MILES TO A CROSSROAD.  TURN RIGHT, WEST, GO
 EK0957'0.5 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT, SOUTH, GO
 EK0957'1.0 MILE TO A CROSSROAD.  TURN LEFT, EAST, GO 0.5 MILE TO A
 EK0957'CROSSROAD.  TURN RIGHT, SOUTH, GO 5.1 MILES TO SUMMIT OF A
 EK0957'SADDLE AND A BLADED ROAD ON THE RIGHT.  TURN RIGHT, WEST, GO
 EK0957'0.25 MILE TO A ROAD FORK.  TAKE RIGHT FORK, UPHILL, WESTERLY,
 EK0957'GO 0.25 MILE TO TOP OF HILL AND STATION.
 EK0957'
 EK0957'STATION MARK, A STANDARD DISK, STAMPED SUMMIT 1952 1970, IS
 EK0957'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH IS ABOUT 2
 EK0957'FEET BY 4 FEET AND PROJECTS 3 INCHES ABOVE THE SURFACE OF
 EK0957'GROUND.  IT IS 60 FEET SOUTH-SOUTHWEST OF THE ROAD, 80 FEET
 EK0957'SOUTH OF A LEDGE OF OUTCROPPING ROCK, AND 3 FEET EAST OF A
 EK0957'METAL WITNESS POST.
 EK0957'
 EK0957'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED SUMMIT NO
 EK0957'1 1952, IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  THE
 EK0957'ROCK IS ABOUT 1 FOOT BY 2 FEET AND PROJECTS 2 INCHES ABOVE
 EK0957'SURFACE OF GROUND.  IT IS 43 FEET SOUTHWEST OF ROAD, 32 FEET
 EK0957'SOUTH OF THE MOST EASTERLY OF FOUR ROCK OUTCROPS WHICH FORM
 EK0957'A LEDGE.
 EK0957'
 EK0957'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 EK0957'IN A ROCK OUTCROP.  THE ROCK IS ABOUT 1 FOOT BY 2 FEET AND
 EK0957'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS ON THE SOUTHWEST
 EK0957'SLOPE OF HILL, ABOUT 2 FEET LOWER THAN THE STATION MARK.
 EK0957'
 EK0957'THE AZIMUTH MARK COULD BE COVERED OR DESTROYED AS A BLADED
 EK0957'ROAD IS NOW AT THE AZIMUTH MARK SITE.
 EK0957'
 EK0957'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 EK0957'SOUTHEAST OF ALBION.
 EK0957
 EK0957                          STATION RECOVERY (1983)
 EK0957
 EK0957'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (ORS)
 EK0957'SUMMIT 1952 - 1970 RECOVERED GOOD.
 EK0957'
 EK0957'REFERENCE MARK NO 1-1952 RECOVERED GOOD.
 EK0957'
 EK0957'REFERENCE MARK NO 2-1952 RECOVERED GOOD.
 EK0957'
 EK0957'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 10 MI. SOUTH OF
 EK0957'TALIHINA.
 EK0957
 EK0957                          STATION RECOVERY (2015)
 EK0957
 EK0957'RECOVERY NOTE BY GEOCACHING 2015 (ATB)
 EK0957'THIS MARKER WAS FOUND TO BE IN GOOD CONDITION AND A T-POST WITH SIGN
 EK0957'
 EK0957'IDENTIFYING THE MARKER WAS THERE IN THE LOCATION DESCRIBED. MARKER
 EK0957'WAS LABELED SUMMIT 1952 1970 APPEARED TO BE STAMPED ON THE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0690 ***********************************************************************
 GH0690  DESIGNATION -  SUMPTER
 GH0690  PID         -  GH0690
 GH0690  STATE/COUNTY-  OK/KAY
 GH0690  COUNTRY     -  US
 GH0690  USGS QUAD   -  BRAMAN (2018)
 GH0690
 GH0690                         *CURRENT SURVEY CONTROL
 GH0690  ______________________________________________________________________
 GH0690* NAD 83(1997) POSITION- 36 53 01.82070(N) 097 16 11.57869(W)   ADJUSTED
 GH0690* NAVD 88 ORTHO HEIGHT -   328.18  (+/-2cm)     1076.7   (feet) VERTCON3
 GH0690  ______________________________________________________________________
 GH0690  GEOID HEIGHT    -        -28.811 (meters)                     GEOID18
 GH0690  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 GH0690  HORZ ORDER      -  FIRST
 GH0690  VERT ORDER      -  THIRD ? (See Below)
 GH0690
 GH0690.The horizontal coordinates were established by classical geodetic methods
 GH0690.and adjusted by the National Geodetic Survey in October 1998.
 GH0690
 GH0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0690
 GH0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0690.GEOID18 height accuracy estimate available here.
 GH0690
 GH0690.The vertical order pertains to the NGVD 29 superseded value.
 GH0690
 GH0690.Click photographs - Photos may exist for this station.
 GH0690
 GH0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0690
 GH0690. The following values were computed from the NAD 83(1997) position.
 GH0690
 GH0690;                    North         East     Units Scale Factor Converg.
 GH0690;SPC OK N     -   209,271.222   665,088.580   MT  1.00002348   +0 25 51.2
 GH0690;SPC OK N     -   686,584.00  2,182,044.78   sFT  1.00002348   +0 25 51.2
 GH0690;UTM  14      - 4,083,383.778   654,179.477   MT  0.99989285   +1 02 19.0
 GH0690
 GH0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0690!SPC OK N     -   0.99995302  x   1.00002348  =   0.99997650
 GH0690!UTM  14      -   0.99995302  x   0.99989285  =   0.99984588
 GH0690
 GH0690:                Primary Azimuth Mark                     Grid Az
 GH0690:SPC OK N     -  SUMPTER AZ MK                            267 18 34.4
 GH0690:UTM  14      -  SUMPTER AZ MK                            266 42 06.6
 GH0690
 GH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5417983383(NAD 83)
 GH0690
 GH0690|---------------------------------------------------------------------|
 GH0690| PID    Reference Object                     Distance      Geod. Az  |
 GH0690|                                                           dddmmss.s |
 GH0690| CL5502 SUMPTER RM 1                         12.988 METERS 08823     |
 GH0690| CL5503 SUMPTER RM 2                         22.342 METERS 20202     |
 GH0690| CL5501 SUMPTER AZ MK                                      2674425.6 |
 GH0690|---------------------------------------------------------------------|
 GH0690
 GH0690                          SUPERSEDED SURVEY CONTROL
 GH0690
 GH0690  NAD 83(1993)-  36 53 01.82184(N)    097 16 11.57741(W) AD(       ) 1
 GH0690  NAD 83(1986)-  36 53 01.83110(N)    097 16 11.56871(W) AD(       ) 1
 GH0690  NAD 27      -  36 53 01.71985(N)    097 16 10.41299(W) AD(       ) 1
 GH0690  NGVD 29             328.06   (m)         1076.3    (f) LEVELING    3  
 GH0690
 GH0690.Superseded values are not recommended for survey control.
 GH0690
 GH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0690.See file dsdata.pdf to determine how the superseded data were derived.
 GH0690
 GH0690_MARKER: DS = TRIANGULATION STATION DISK
 GH0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0690_STAMPING: SUMPTER 1958
 GH0690_MARK LOGO: CGS
 GH0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0690+STABILITY: SURFACE MOTION
 GH0690
 GH0690  HISTORY     - Date     Condition        Report By
 GH0690  HISTORY     - 1958     MONUMENTED       CGS
 GH0690
 GH0690                          STATION DESCRIPTION
 GH0690
 GH0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0690'THE STATION IS 4-1/2 MILES SOUTHEAST OF BRAMAN, 1-1/4 MILES
 GH0690'EAST OF THE ELEVATOR AND RAILROAD SIDING IN SUMPTER AND NEAR
 GH0690'THE CENTER OF THE SOUTH SIDE OF SECTION 23, T 28 N, R 1 W.
 GH0690'
 GH0690'TO REACH THE STATION FROM THE POST OFFICE IN BRAMAN, GO
 GH0690'SOUTHEAST ON U.S. HIGHWAY 177 FOR 3.55 MILES TO A CROSSROADS
 GH0690'AND THE SUMPTER ELEVATOR (ON THE RIGHT), TURN LEFT AND GO
 GH0690'EAST ON MACADAM ROAD FOR 1.05 MILES TO THE AZIMUTH MARK ON
 GH0690'THE RIGHT, CONTINUE EAST FOR 0.3 MILE TO THE STATION ON
 GH0690'THE LEFT.
 GH0690'
 GH0690'THE STATION MARKS ARE STANDARD DISKS, STAMPED SUMPTER 1958.
 GH0690'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 GH0690'CONCRETE POST PROJECTING 5 INCHES.  IT IS 72 FEET NORTH-NORTHEAST
 GH0690'OF A TELEPHONE POLE, 33 FEET NORTH OF THE CENTER OF THE MACADAM
 GH0690'ROAD, 3 FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE AND IS ABOUT
 GH0690'3 FEET HIGHER THAN THE ROAD SURFACE.  THE UNDERGROUND DISK
 GH0690'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 GH0690'GROUND SURFACE.  A WHITE POST WAS SET 2 FEET NORTHWEST OF
 GH0690'THE MARK.
 GH0690'
 GH0690'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUMPTER NO 1
 GH0690'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 GH0690'6 INCHES.  IT IS 95 FEET NORTHEAST OF THE TELEPHONE POLE, 33
 GH0690'FEET NORTH OF THE CENTER OF THE MACADAM ROAD AND 1 FOOT SOUTH
 GH0690'OF THE FENCE.
 GH0690'
 GH0690'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUMPTER NO 2
 GH0690'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 GH0690'PROJECTING 2 INCHES.  IT IS 36 FEET SOUTH OF THE CENTER
 GH0690'OF THE ROAD AND 4 FEET WEST OF THE TELEPHONE POLE.
 GH0690'
 GH0690'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SUMPTER 1958,
 GH0690'SET IN THE TOP OF AN 11-INCH CONCRETE POST PROJECTING 5
 GH0690'INCHES.  IT IS 41 FEET SOUTH OF THE CENTER OF THE MACADAM
 GH0690'ROAD, 24 FEET EAST OF A T-FENCE CORNER, 2 FEET NORTH OF A
 GH0690'ROAD RIGHT-OF-WAY FENCE, AND IS ABOUT 5 FEET HIGHER THAN
 GH0690'THE ROAD SURFACE.  A WHITE POST WAS SET 1 FOOT SOUTH OF
 GH0690'THE MARK.  THE MARK IS ON THE EAST SLOPE OF A HILL AND IS
 GH0690'ABOUT 20 FEET LOWER THAN THE HIGHEST POINT OF THE HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1351 ***********************************************************************
 FJ1351  DESIGNATION -  SUNDPORT
 FJ1351  PID         -  FJ1351
 FJ1351  STATE/COUNTY-  OK/CANADIAN
 FJ1351  COUNTRY     -  US
 FJ1351  USGS QUAD   -  BETHANY (2018)
 FJ1351
 FJ1351                         *CURRENT SURVEY CONTROL
 FJ1351  ______________________________________________________________________
 FJ1351* NAD 83(1993) POSITION- 35 36 05.68947(N) 097 42 23.41559(W)   ADJUSTED
 FJ1351* NAD 83(1993) ELLIP HT-   329.999 (meters)        (11/28/94)   ADJUSTED
 FJ1351* NAVD 88 ORTHO HEIGHT -   357.2   (meters)     1172.    (feet) VERTCON3
 FJ1351  ______________________________________________________________________
 FJ1351  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 FJ1351  NAD 83(1993) X  -   -696,257.342 (meters)                     COMP
 FJ1351  NAD 83(1993) Y  - -5,145,231.252 (meters)                     COMP
 FJ1351  NAD 83(1993) Z  -  3,692,529.701 (meters)                     COMP
 FJ1351  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 FJ1351  HORZ ORDER      -  SECOND
 FJ1351  ELLP ORDER      -  FIFTH     CLASS I
 FJ1351
 FJ1351.This mark is at Sundance Airpark  (HSD)
 FJ1351
 FJ1351.The horizontal coordinates were established by GPS observations
 FJ1351.and adjusted by the National Geodetic Survey in November 1994.
 FJ1351
 FJ1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1351
 FJ1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1351.GEOID18 height accuracy estimate available here.
 FJ1351
 FJ1351.Click photographs - Photos may exist for this station.
 FJ1351
 FJ1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1351
 FJ1351.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1351
 FJ1351.The ellipsoidal height was determined by GPS observations
 FJ1351.and is referenced to NAD 83.
 FJ1351
 FJ1351. The following values were computed from the NAD 83(1993) position.
 FJ1351
 FJ1351;                    North         East     Units Scale Factor Converg.
 FJ1351;SPC OK N     -    66,787.429   626,594.912   MT  0.99999385   +0 10 23.5
 FJ1351;SPC OK N     -   219,118.42  2,055,753.47   sFT  0.99999385   +0 10 23.5
 FJ1351;UTM  14      - 3,940,529.365   617,166.490   MT  0.99976917   +0 45 11.1
 FJ1351
 FJ1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1351!SPC OK N     -   0.99994821  x   0.99999385  =   0.99994206
 FJ1351!UTM  14      -   0.99994821  x   0.99976917  =   0.99971739
 FJ1351
 FJ1351:                Primary Azimuth Mark                     Grid Az
 FJ1351:SPC OK N     -  SUNDPORT AZ MK                           357 47 33.6
 FJ1351:UTM  14      -  SUNDPORT AZ MK                           357 12 46.0
 FJ1351
 FJ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1716640529(NAD 83)
 FJ1351
 FJ1351|---------------------------------------------------------------------|
 FJ1351| PID    Reference Object                     Distance      Geod. Az  |
 FJ1351|                                                           dddmmss.s |
 FJ1351| FJ1352 SUNDPORT AZ MK                      APPROX. 0.7 KM 3575757.1 |
 FJ1351|---------------------------------------------------------------------|
 FJ1351
 FJ1351                          SUPERSEDED SURVEY CONTROL
 FJ1351
 FJ1351  NAD 83(1986)-  35 36 05.69439(N)    097 42 23.40222(W) AD(       ) 2
 FJ1351  NGVD 29 (11/30/89)  357.1    (m)  RAPSU86  model used  GPS OBS        
 FJ1351
 FJ1351.Superseded values are not recommended for survey control.
 FJ1351
 FJ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1351.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1351
 FJ1351_MARKER: I = METAL ROD
 FJ1351_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1351_STAMPING: SUNDPORT 1989
 FJ1351_MARK LOGO: NGS
 FJ1351_PROJECTION: FLUSH
 FJ1351_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1351+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1351_ROD/PIPE-DEPTH: 3.8 meters
 FJ1351_SLEEVE-DEPTH  : 1.0 meters
 FJ1351
 FJ1351  HISTORY     - Date     Condition        Report By
 FJ1351  HISTORY     - 1989     MONUMENTED       NGS
 FJ1351
 FJ1351                          STATION DESCRIPTION
 FJ1351
 FJ1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1351'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) SOUTHEAST OF PIEDMONT,
 FJ1351'AT THE OKLAHOMA CITY SUNDANCE AIRPARK, IN THE SOUTH END OF THE
 FJ1351'NORTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE RUNWAY AND PARALLEL
 FJ1351'TAXIWAY. OWNERSHIP-- SUNDANCE AIRPARK LTD 2, CS BOX A0013, OKLAHOMA
 FJ1351'CITY OK 73162. AIRPORT MANAGER IS BOB CROTTS.  PHONE IS (405)
 FJ1351'373-3886.
 FJ1351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 4, 4.3
 FJ1351'KM (2.65 MI) SOUTH OF PIEDMONT, GO SOUTHEAST FOR 3.6 KM (2.25 MI) TO A
 FJ1351'PAVED CROSSROAD. TURN LEFT AND GO NORTH FOR 1.4 KM (0.85 MI) ON SARA
 FJ1351'ROAD TO A PAVED DRIVE ON THE RIGHT. TURN RIGHT AND GO EAST FOR 0.3 KM
 FJ1351'(0.20 MI) ON THE AIRPORT ENTRANCE DRIVE, PASSING THE OFFICE ON THE
 FJ1351'RIGHT, AND ACROSS THE APRON TO THE STATION ON THE RIGHT JUST PAST THE
 FJ1351'PARALLEL TAXIWAY.
 FJ1351'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 10 CM
 FJ1351'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 FJ1351'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1351'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED 17.2
 FJ1351'M (56.4 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, 14.3 M (46.9 FT)
 FJ1351'NORTH-NORTHWEST FROM THE CENTER OF THE NORTH CURVED EDGE OF THE
 FJ1351'CONNECTING TAXIWAY, AND 7.2 M (23.6 FT) EAST FROM THE EAST EDGE OF THE
 FJ1351'APRON.
 FJ1351'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1352 ***********************************************************************
 FJ1352  DESIGNATION -  SUNDPORT AZ MK
 FJ1352  PID         -  FJ1352
 FJ1352  STATE/COUNTY-  OK/CANADIAN
 FJ1352  COUNTRY     -  US
 FJ1352  USGS QUAD   -  BETHANY (2018)
 FJ1352
 FJ1352                         *CURRENT SURVEY CONTROL
 FJ1352  ______________________________________________________________________
 FJ1352* NAD 83(1993) POSITION- 35 36 29.71995(N) 097 42 24.46072(W)   ADJUSTED
 FJ1352* NAD 83(1993) ELLIP HT-   324.318 (meters)        (11/28/94)   ADJUSTED
 FJ1352* NAVD 88 ORTHO HEIGHT -   351.5   (meters)     1153.    (feet) VERTCON3
 FJ1352  ______________________________________________________________________
 FJ1352  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 FJ1352  NAD 83(1993) X  -   -696,224.968 (meters)                     COMP
 FJ1352  NAD 83(1993) Y  - -5,144,795.838 (meters)                     COMP
 FJ1352  NAD 83(1993) Z  -  3,693,128.584 (meters)                     COMP
 FJ1352  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 FJ1352  HORZ ORDER      -  SECOND
 FJ1352  ELLP ORDER      -  FIFTH     CLASS I
 FJ1352
 FJ1352.This mark is at Sundance Airpark  (HSD)
 FJ1352
 FJ1352.The horizontal coordinates were established by GPS observations
 FJ1352.and adjusted by the National Geodetic Survey in November 1994.
 FJ1352
 FJ1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1352
 FJ1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1352.GEOID18 height accuracy estimate available here.
 FJ1352
 FJ1352.Click photographs - Photos may exist for this station.
 FJ1352
 FJ1352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1352
 FJ1352.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1352
 FJ1352.The ellipsoidal height was determined by GPS observations
 FJ1352.and is referenced to NAD 83.
 FJ1352
 FJ1352. The following values were computed from the NAD 83(1993) position.
 FJ1352
 FJ1352;                    North         East     Units Scale Factor Converg.
 FJ1352;SPC OK N     -    67,527.958   626,566.369   MT  0.99999271   +0 10 22.9
 FJ1352;SPC OK N     -   221,547.98  2,055,659.83   sFT  0.99999271   +0 10 22.9
 FJ1352;UTM  14      - 3,941,269.402   617,130.461   MT  0.99976906   +0 45 11.0
 FJ1352
 FJ1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1352!SPC OK N     -   0.99994910  x   0.99999271  =   0.99994181
 FJ1352!UTM  14      -   0.99994910  x   0.99976906  =   0.99971817
 FJ1352
 FJ1352:                Primary Azimuth Mark                     Grid Az
 FJ1352:SPC OK N     -  SUNDPORT                                 177 47 33.6
 FJ1352:UTM  14      -  SUNDPORT                                 177 12 45.5
 FJ1352
 FJ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1713041269(NAD 83)
 FJ1352
 FJ1352|---------------------------------------------------------------------|
 FJ1352| PID    Reference Object                     Distance      Geod. Az  |
 FJ1352|                                                           dddmmss.s |
 FJ1352| FJ1351 SUNDPORT                            APPROX. 0.7 KM 1775756.5 |
 FJ1352|---------------------------------------------------------------------|
 FJ1352
 FJ1352                          SUPERSEDED SURVEY CONTROL
 FJ1352
 FJ1352  NAD 83(1986)-  35 36 29.72488(N)    097 42 24.44743(W) AD(       ) 2
 FJ1352  NGVD 29 (11/30/89)  351.4    (m)  RAPSU86  model used  GPS OBS        
 FJ1352
 FJ1352.Superseded values are not recommended for survey control.
 FJ1352
 FJ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1352.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1352
 FJ1352_MARKER: I = METAL ROD
 FJ1352_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1352_STAMPING: SUNDPORT AZ MK 1989
 FJ1352_MARK LOGO: NGS
 FJ1352_PROJECTION: RECESSED 4 CENTIMETERS
 FJ1352_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1352+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FJ1352_ROD/PIPE-DEPTH: 3.4 meters
 FJ1352_SLEEVE-DEPTH  : 1.0 meters
 FJ1352
 FJ1352  HISTORY     - Date     Condition        Report By
 FJ1352  HISTORY     - 1989     MONUMENTED       NGS
 FJ1352
 FJ1352                          STATION DESCRIPTION
 FJ1352
 FJ1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1352'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) SOUTHEAST OF PIEDMONT,
 FJ1352'AT THE OKLAHOMA CITY SUNDANCE AIR PARK, IN THE NORTH END OF THE
 FJ1352'NORTHERN ONE OF TWO GRASS STRIPS.  OWNERSHIP--SUNDANCE AIRPARK LTD 2,
 FJ1352'CS BOX A0013, OKLAHOMA CITY OK 73162. AIRPORT MANAGER IS BOB CROTTS.
 FJ1352'PHONE (405) 373-3886.
 FJ1352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 4, 4.3
 FJ1352'KM (2.65 MI) SOUTH OF PIEDMONT, GO SOUTHEAST FOR 3.6 KM (2.25 MI) ON
 FJ1352'HIGHWAY 3 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.4 KM
 FJ1352'(0.85 MI) ON SARA ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO EAST
 FJ1352'FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE DRIVE, PASSING THE
 FJ1352'AIRPORT OFFICE ON THE RIGHT, AND ACROSS THE APRON TO THE PARALLEL
 FJ1352'TAXIWAY.  TURN LEFT AND GO NORTH FOR 0.7 KM (0.45 MI) ON THE TAXIWAY
 FJ1352'TO THE STATION ON THE RIGHT JUST BEFORE REACHING A CONNECTING TAXIWAY.
 FJ1352'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 12 CM
 FJ1352'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.4 METERS IN A GREASE
 FJ1352'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1352'COVERED BY A STANDARD NGS LOGO CAP RECESSED 4 CM BELOW GROUND. LOCATED
 FJ1352'17.6 M (57.7 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE NORTH CURVED
 FJ1352'EDGE OF THE CONNECTING TAXIWAY, 17.2 M (56.4 FT) WEST FROM THE WEST
 FJ1352'EDGE OF THE RUNWAY, 7.1 M (23.3 FT) EAST FROM THE EAST EDGE OF THE
 FJ1352'PARALLEL TAXIWAY.
 FJ1352'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0830 ***********************************************************************
 EL0830  DESIGNATION -  SUNRAY OIL CORP PUMP STA MAST
 EL0830  PID         -  EL0830
 EL0830  STATE/COUNTY-  OK/PONTOTOC
 EL0830  COUNTRY     -  US
 EL0830  USGS QUAD   -  VANOSS (2018)
 EL0830
 EL0830                         *CURRENT SURVEY CONTROL
 EL0830  ______________________________________________________________________
 EL0830* NAD 83(1993) POSITION- 34 47 03.33422(N) 096 47 15.01589(W)   ADJUSTED
 EL0830  ______________________________________________________________________
 EL0830  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 EL0830  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 EL0830  HORZ ORDER      -  THIRD
 EL0830
 EL0830.The horizontal coordinates were established by classical geodetic methods
 EL0830.and adjusted by the National Geodetic Survey in November 1994.
 EL0830
 EL0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0830.GEOID18 height accuracy estimate available here.
 EL0830
 EL0830.Click photographs - Photos may exist for this station.
 EL0830
 EL0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0830
 EL0830. The following values were computed from the NAD 83(1993) position.
 EL0830
 EL0830;                    North         East     Units Scale Factor Converg.
 EL0830;SPC OK S     -   161,608.905   710,967.129   MT  0.99994202   +0 41 17.6
 EL0830;SPC OK S     -   530,211.88  2,332,564.66   sFT  0.99994202   +0 41 17.6
 EL0830;UTM  14      - 3,851,349.181   702,440.064   MT  1.00010513   +1 15 45.5
 EL0830
 EL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0244051349(NAD 83)
 EL0830
 EL0830                          SUPERSEDED SURVEY CONTROL
 EL0830
 EL0830  NAD 83(1986)-  34 47 03.33707(N)    096 47 15.00329(W) AD(       ) 3
 EL0830  NAD 27      -  34 47 03.03200(N)    096 47 13.94700(W) AD(       ) 3
 EL0830
 EL0830.Superseded values are not recommended for survey control.
 EL0830
 EL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0830.See file dsdata.pdf to determine how the superseded data were derived.
 EL0830
 EL0830_MARKER: 42 = RADIO/TV MAST
 EL0830
 EL0830  HISTORY     - Date     Condition        Report By
 EL0830  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0830
 EL0830                          STATION DESCRIPTION
 EL0830
 EL0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0830'THE STATION IS LOCATED ABOUT 4 MILES WEST OF ADA AT THE SUNRAY OIL
 EL0830'CORPORATION PUMPING STATION JUST NORTH OF STATE ROUTE NO. 19.
 EL0830'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES, IS
 EL0830'PAINTED ALTERNATELY RED AND WHITE, HAS TWO LARGE DISK NEAR THE
 EL0830'TOP OF THE MAST AND A RED FLASHING LIGHT AT THE TOP.  IT HAS AN
 EL0830'OVER-ALL HEIGHT OF 300.0 FEET.
 EL0830'
 EL0830'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 EL0830'
 EL0830'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 13 AND
 EL0830'STATE ROUTE NO. 19 JUST NORTHWEST OF ADA, GO WESTERLY ON STATE
 EL0830'ROUTE NO. 19 FOR 3.8 MILES TO THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0647 ***********************************************************************
 GH0647  DESIGNATION -  SUPERIOR OILWELL SERV RAD MAST
 GH0647  PID         -  GH0647
 GH0647  STATE/COUNTY-  OK/KAY
 GH0647  COUNTRY     -  US
 GH0647  USGS QUAD   -  KILDARE (2018)
 GH0647
 GH0647                         *CURRENT SURVEY CONTROL
 GH0647  ______________________________________________________________________
 GH0647* NAD 83(1997) POSITION- 36 45 52.82037(N) 097 04 03.92128(W)   ADJUSTED
 GH0647  ______________________________________________________________________
 GH0647  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 GH0647  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 GH0647  HORZ ORDER      -  THIRD
 GH0647
 GH0647.The horizontal coordinates were established by classical geodetic methods
 GH0647.and adjusted by the National Geodetic Survey in October 1998.
 GH0647
 GH0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0647.GEOID18 height accuracy estimate available here.
 GH0647
 GH0647.Click photographs - Photos may exist for this station.
 GH0647
 GH0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0647
 GH0647. The following values were computed from the NAD 83(1997) position.
 GH0647
 GH0647;                    North         East     Units Scale Factor Converg.
 GH0647;SPC OK N     -   196,201.496   683,234.321   MT  0.99999964   +0 33 00.6
 GH0647;SPC OK N     -   643,704.41  2,241,577.93   sFT  0.99999964   +0 33 00.6
 GH0647;UTM  14      - 4,070,508.155   672,461.209   MT  0.99996643   +1 09 24.4
 GH0647
 GH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7246170508(NAD 83)
 GH0647
 GH0647                          SUPERSEDED SURVEY CONTROL
 GH0647
 GH0647  NAD 83(1993)-  36 45 52.82095(N)    097 04 03.92047(W) AD(       ) 3
 GH0647  NAD 83(1986)-  36 45 52.83203(N)    097 04 03.90981(W) AD(       ) 3
 GH0647  NAD 27      -  36 45 52.70451(N)    097 04 02.77482(W) AD(       ) 3
 GH0647
 GH0647.Superseded values are not recommended for survey control.
 GH0647
 GH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0647.See file dsdata.pdf to determine how the superseded data were derived.
 GH0647
 GH0647_MARKER: 44 = MICROWAVE MAST
 GH0647
 GH0647  HISTORY     - Date     Condition        Report By
 GH0647  HISTORY     - 1958     FIRST OBSERVED   CGS
 GH0647  HISTORY     - 1960     GOOD             CGS
 GH0647
 GH0647                          STATION DESCRIPTION
 GH0647
 GH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0647'THE STATION IS THE TOP-CENTER OF THE MAST.  IT IS ABOUT
 GH0647'5 MILES NORTH OF PONCA CITY, 3-1/2 MILES SOUTH-SOUTHWEST
 GH0647'OF KILDARE AND ALONG THE WEST SIDE OF U.S. HIGHWAY 77.  IT IS
 GH0647'A SKELETON STEEL MAST, RED AND WHITE IN COLOR AND ABOUT 110
 GH0647'FEET IN HEIGHT.
 GH0647
 GH0647                          STATION RECOVERY (1960)
 GH0647
 GH0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 GH0647'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  THE
 GH0647'MAST IS NOW OWNED BY LANE WELLS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0737 ***********************************************************************
 GJ0737  DESIGNATION -  SUPPLY
 GJ0737  PID         -  GJ0737
 GJ0737  STATE/COUNTY-  OK/WOODWARD
 GJ0737  COUNTRY     -  US
 GJ0737  USGS QUAD   -  FORT SUPPLY (2018)
 GJ0737
 GJ0737                         *CURRENT SURVEY CONTROL
 GJ0737  ______________________________________________________________________
 GJ0737* NAD 83(1993) POSITION- 36 30 27.21902(N) 099 31 00.61184(W)   ADJUSTED
 GJ0737* NAVD 88 ORTHO HEIGHT -   666.    (meters)     2185.    (feet) SCALED
 GJ0737  ______________________________________________________________________
 GJ0737  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 GJ0737  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 GJ0737  HORZ ORDER      -  SECOND
 GJ0737
 GJ0737.The horizontal coordinates were established by classical geodetic methods
 GJ0737.and adjusted by the National Geodetic Survey in November 1994.
 GJ0737
 GJ0737.The orthometric height was scaled from a topographic map.
 GJ0737
 GJ0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0737.GEOID18 height accuracy estimate available here.
 GJ0737
 GJ0737.Click photographs - Photos may exist for this station.
 GJ0737
 GJ0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0737
 GJ0737. The following values were computed from the NAD 83(1993) position.
 GJ0737
 GJ0737;                    North         East     Units Scale Factor Converg.
 GJ0737;SPC OK N     -   168,331.994   464,128.710   MT  0.99996298   -0 53 42.6
 GJ0737;SPC OK N     -   552,269.22  1,522,728.94   sFT  0.99996298   -0 53 42.6
 GJ0737;UTM  14      - 4,040,370.948   453,718.875   MT  0.99962639   -0 18 27.0
 GJ0737
 GJ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0737!SPC OK N     -   0.99989988  x   0.99996298  =   0.99986286
 GJ0737!UTM  14      -   0.99989988  x   0.99962639  =   0.99952631
 GJ0737
 GJ0737:                Primary Azimuth Mark                     Grid Az
 GJ0737:SPC OK N     -  SUPPLY AZ MK                             099 48 58.1
 GJ0737:UTM  14      -  SUPPLY AZ MK                             099 13 42.5
 GJ0737
 GJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5371840370(NAD 83)
 GJ0737
 GJ0737|---------------------------------------------------------------------|
 GJ0737| PID    Reference Object                     Distance      Geod. Az  |
 GJ0737|                                                           dddmmss.s |
 GJ0737| CL3351 SUPPLY AZ MK                                       0985515.5 |
 GJ0737| CL3352 SUPPLY RM 1                          12.932 METERS 19051     |
 GJ0737| GJ0694 FARGO MUNICIPAL WATER TANK          APPROX.18.0 KM 2123652.5 |
 GJ0737| GJ0692 FARGO GRAIN CO WEST ELEVATOR        APPROX.17.5 KM 2135107.0 |
 GJ0737| CL3353 SUPPLY RM 2                           9.991 METERS 28021     |
 GJ0737| GJ0740 FORT SUPPLY DAM WATER TANK          APPROX. 7.4 KM 3153615.8 |
 GJ0737| GJ0739 FORT SUPPLY ST HOSP TANK            APPROX. 8.0 KM 3324436.4 |
 GJ0737| GJ0738 FORT SUPPLY ST HOSP STACK           APPROX. 7.8 KM 3351146.7 |
 GJ0737|---------------------------------------------------------------------|
 GJ0737
 GJ0737                          SUPERSEDED SURVEY CONTROL
 GJ0737
 GJ0737  NAD 83(1986)-  36 30 27.22504(N)    099 31 00.59966(W) AD(       ) 2
 GJ0737  NAD 27      -  36 30 27.09514(N)    099 30 59.19502(W) AD(       ) 2
 GJ0737
 GJ0737.Superseded values are not recommended for survey control.
 GJ0737
 GJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0737.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0737
 GJ0737_MARKER: DS = TRIANGULATION STATION DISK
 GJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0737_STAMPING: SUPPLY 1963
 GJ0737_MARK LOGO: CGS
 GJ0737_PROJECTION: FLUSH
 GJ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0737+STABILITY: SURFACE MOTION
 GJ0737
 GJ0737  HISTORY     - Date     Condition        Report By
 GJ0737  HISTORY     - 1963     MONUMENTED       CGS
 GJ0737  HISTORY     - 1976     GOOD             NGS
 GJ0737
 GJ0737                          STATION DESCRIPTION
 GJ0737
 GJ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0737'THE STATION IS ON THE HIGHEST ONE OF SEVERAL, BRUSH COVERED, LOW
 GJ0737'HILLS, IN PASTURE LAND ON PROPERTY OF MR. W. A. VLOEDMAN WHO LIVES
 GJ0737'ABOUT 1 MILE NORTHWEST OF THE STATION.  IT IS ABOUT 11 MILES
 GJ0737'NORTHEAST OF FARGO, 8-1/2 MILES NORTHWEST OF WOODWARD AND 4-1/2 MILES
 GJ0737'SOUTHEAST OF SUPPLY.
 GJ0737'
 GJ0737'TO REACH THE STATION FROM THE POST OFFICE IN WOODWARD, GO SOUTHWEST
 GJ0737'ON MAIN STREET FOR 0.9 MILE TO THE JUNCTION WITH U. S. HIGHWAYS 183,
 GJ0737'270 AND STATE HIGHWAYS 15 AND 3.  TURN RIGHT AND GO WEST ON THE
 GJ0737'HIGHWAYS FOR 1.0 MILE TO WHERE STATE HIGHWAY 15 CONTINUES STRAIGHT
 GJ0737'AHEAD AND THE OTHER HIGHWAYS TURNS RIGHT.  TURN RIGHT AND FOLLOW
 GJ0737'U. S. HIGHWAY 183, 270 AND STATE HIGHWAY 3 NORTHERLY FOR 6.0
 GJ0737'MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD, NORTHERLY FOR 1.1
 GJ0737'MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH
 GJ0737'GATE AND GO NORTHWEST FOR 0.1 MILE TO TWO TRANSMISSION LINE
 GJ0737'POLES AND THE AZIMUTH MARK.  BEAR LEFT AND GO WEST FOR 0.3 MILE TO
 GJ0737'THE HIGHEST POINT AND THE STATION.
 GJ0737'
 GJ0737'STATION MARK IS A STANDARD DISK, STAMPED SUPPLY 1963, SET IN THE TOP
 GJ0737'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0737'
 GJ0737'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SUPPLY NO 1 1963, SET
 GJ0737'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0737'SURFACE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 GJ0737'
 GJ0737'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SUPPLY NO 2 1963, SET
 GJ0737'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0737'SURFACE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0737'
 GJ0737'AZIMUTH MARK IS A STANDARD DISK, STAMPED SUPPLY 1963, SET IN THE TOP
 GJ0737'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 GJ0737'IS 4 FEET NORTHWEST OF THE EAST ONE OF TWO TRANSMISSION LINE POLES
 GJ0737'WITH A WITNESS SIGN NAILED TO THE EAST SIDE.
 GJ0737
 GJ0737                          STATION RECOVERY (1976)
 GJ0737
 GJ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0737'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0737'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0787 ***********************************************************************
 GH0787  DESIGNATION -  SURPRISE
 GH0787  PID         -  GH0787
 GH0787  STATE/COUNTY-  OK/KINGFISHER
 GH0787  COUNTRY     -  US
 GH0787  USGS QUAD   -  UNION (2018)
 GH0787
 GH0787                         *CURRENT SURVEY CONTROL
 GH0787  ______________________________________________________________________
 GH0787* NAD 83(1993) POSITION- 36 03 29.26381(N) 097 45 23.36463(W)   ADJUSTED
 GH0787* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 GH0787  ______________________________________________________________________
 GH0787  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 GH0787  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 GH0787  HORZ ORDER      -  THIRD
 GH0787
 GH0787.The horizontal coordinates were established by classical geodetic methods
 GH0787.and adjusted by the National Geodetic Survey in November 1994.
 GH0787
 GH0787.The orthometric height was scaled from a topographic map.
 GH0787
 GH0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0787.GEOID18 height accuracy estimate available here.
 GH0787
 GH0787.Click photographs - Photos may exist for this station.
 GH0787
 GH0787.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0787
 GH0787. The following values were computed from the NAD 83(1993) position.
 GH0787
 GH0787;                    North         East     Units Scale Factor Converg.
 GH0787;SPC OK N     -   117,429.704   621,938.439   MT  0.99994722   +0 08 37.3
 GH0787;SPC OK N     -   385,267.29  2,040,476.36   sFT  0.99994722   +0 08 37.3
 GH0787;UTM  14      - 3,991,111.239   611,995.003   MT  0.99975455   +0 43 55.2
 GH0787
 GH0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0787!SPC OK N     -   0.99994906  x   0.99994722  =   0.99989629
 GH0787!UTM  14      -   0.99994906  x   0.99975455  =   0.99970363
 GH0787
 GH0787:                Primary Azimuth Mark                     Grid Az
 GH0787:SPC OK N     -  PARNELL                                  311 26 02.9
 GH0787:UTM  14      -  PARNELL                                  310 50 45.0
 GH0787
 GH0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1199591111(NAD 83)
 GH0787
 GH0787|---------------------------------------------------------------------|
 GH0787| PID    Reference Object                     Distance      Geod. Az  |
 GH0787|                                                           dddmmss.s |
 GH0787| CL5509 SURPRISE RM 2                        12.137 METERS 00601     |
 GH0787| CL5507 SURPRISE AZ MK                                     2670058.2 |
 GH0787| CL5508 SURPRISE RM 1                        28.170 METERS 26839     |
 GH0787| GH0786 PARNELL                             APPROX. 7.3 KM 3113440.2 |
 GH0787|---------------------------------------------------------------------|
 GH0787
 GH0787                          SUPERSEDED SURVEY CONTROL
 GH0787
 GH0787  NAD 83(1986)-  36 03 29.26967(N)    097 45 23.35126(W) AD(       ) 3
 GH0787  NAD 27      -  36 03 29.12888(N)    097 45 22.16526(W) AD(       ) 3
 GH0787
 GH0787.Superseded values are not recommended for survey control.
 GH0787
 GH0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0787.See file dsdata.pdf to determine how the superseded data were derived.
 GH0787
 GH0787_MARKER: DS = TRIANGULATION STATION DISK
 GH0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0787_STAMPING: SURPRISE 1954
 GH0787_MARK LOGO: CGS
 GH0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0787+STABILITY: SURFACE MOTION
 GH0787
 GH0787  HISTORY     - Date     Condition        Report By
 GH0787  HISTORY     - 1954     MONUMENTED       CGS
 GH0787  HISTORY     - 1967     GOOD             PHILIP
 GH0787  HISTORY     - 1981     GOOD             LOCENG
 GH0787
 GH0787                          STATION DESCRIPTION
 GH0787
 GH0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 GH0787'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF AN EAST-WEST
 GH0787'SECTION LINE ROAD, 3-1/2 MILES SOUTH AND 8 MILES EAST OF
 GH0787'HENNESSEY, 6-3/4 MILES WEST OF LOVELL, AND IN THE SE CORNER
 GH0787'OF THE SW 1/4 OF SEC. 5, T 18 N., R 5 W.
 GH0787'
 GH0787'TO REACH THE STATION FROM THE CROSSROADS ON THE NORTH EDGE
 GH0787'OF LOVELL, GO WEST ON A DIRT ROAD FOR 6.75 MILES TO THE
 GH0787'STATION ON THE RIGHT, ABOUT 0.05 MILE WEST OF THE ENTRANCE TO
 GH0787'A FARM HOME WITH 3 EVERGREEN TREES IN THE FRONT YARD.
 GH0787'
 GH0787'THE STATION MARK IS 25 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 GH0787'4 FEET WEST OF A FENCE CORNER AND WITNESS POST.  THE MARK
 GH0787'PROJECTS 2 INCHES AND THE DISK IS STAMPED SURPRISE 1954.
 GH0787'
 GH0787'REFERENCE MARK NO. 1, WEST OF THE STATION, IS 1 FOOT EAST OF
 GH0787'A POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GH0787'STAMPED SURPISE NO 1 1954.
 GH0787'
 GH0787'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 1 FOOT WEST OF
 GH0787'A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 GH0787'STAMPED SURPRISE NO 2 1954.
 GH0787'
 GH0787'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE WEST OF THE STATION,
 GH0787'IS 28 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2 FEET EAST
 GH0787'OF A WITNESS POST AND 1 FOOT NORTH OF A T FENCE CORNER.  THE
 GH0787'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED SURPRISE 1954.
 GH0787'
 GH0787'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GH0787
 GH0787                          STATION RECOVERY (1967)
 GH0787
 GH0787'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1967
 GH0787'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 GH0787
 GH0787                          STATION RECOVERY (1981)
 GH0787
 GH0787'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GH0787'FOUND STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 IN GOOD
 GH0787'CONDITION AS DESCRIBED.
 GH0787'
 GH0787'UNABLE TO RECOVER AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0413 ***********************************************************************
 GG0413  DESIGNATION -  SW CORN MUN AP
 GG0413  PID         -  GG0413
 GG0413  STATE/COUNTY-  OK/TULSA
 GG0413  COUNTRY     -  US
 GG0413  USGS QUAD   -  TULSA (2019)
 GG0413
 GG0413                         *CURRENT SURVEY CONTROL
 GG0413  ______________________________________________________________________
 GG0413* NAD 83(1986) POSITION- 36 11 29.     (N) 095 54 15.     (W)   SCALED
 GG0413* NAVD 88 ORTHO HEIGHT -   202.079 (meters)      662.99  (feet) ADJUSTED
 GG0413  ______________________________________________________________________
 GG0413  GEOID HEIGHT    -        -29.011 (meters)                     GEOID18
 GG0413  DYNAMIC HEIGHT  -        201.902 (meters)      662.41  (feet) COMP
 GG0413  MODELED GRAVITY -    979,756.0   (mgal)                       NAVD 88
 GG0413
 GG0413  VERT ORDER      -  SECOND    CLASS 0
 GG0413
 GG0413.The horizontal coordinates were scaled from a map and have
 GG0413.an estimated accuracy of +/- 6 seconds.
 GG0413
 GG0413.The orthometric height was determined by differential leveling and
 GG0413.adjusted by the NATIONAL GEODETIC SURVEY
 GG0413.in June 1991.
 GG0413
 GG0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0413.GEOID18 height accuracy estimate available here.
 GG0413
 GG0413.Click photographs - Photos may exist for this station.
 GG0413
 GG0413.The dynamic height is computed by dividing the NAVD 88
 GG0413.geopotential number by the normal gravity value computed on the
 GG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0413.degrees latitude (g = 980.6199 gals.).
 GG0413
 GG0413.The modeled gravity was interpolated from observed gravity values.
 GG0413
 GG0413;                    North         East    Units  Estimated Accuracy
 GG0413;SPC OK N     -   134,220.      788,490.      MT  (+/- 180 meters Scaled)
 GG0413
 GG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA388090(NAD 83)
 GG0413
 GG0413                          SUPERSEDED SURVEY CONTROL
 GG0413
 GG0413  NGVD 29 (??/??/92)  201.958  (m)          662.59   (f) ADJ UNCH    2 0
 GG0413
 GG0413.Superseded values are not recommended for survey control.
 GG0413
 GG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0413.See file dsdata.pdf to determine how the superseded data were derived.
 GG0413
 GG0413_MARKER: P = PIPE CAP
 GG0413_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0413
 GG0413  HISTORY     - Date     Condition        Report By
 GG0413  HISTORY     - UNK      MONUMENTED       BNRR
 GG0413  HISTORY     - 1959     GOOD             CGS
 GG0413  HISTORY     - 1974     GOOD             USACE
 GG0413
 GG0413                          STATION DESCRIPTION
 GG0413
 GG0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0413'0.2 MI NE FROM DAWSON.
 GG0413'ABOUT 0.25 MILE EAST AND 0.25 MILE NORTH OF NORTHEAST CORNER, OF,
 GG0413'AT SEC. CORS., 22, 23, 26 AND 27, T-20-N, R-13-E, IN CENTERLINE
 GG0413'OF PAVED ROAD, A 4 IN IRON CAP SET BY COUNTY ENGINEER FOR SEC.
 GG0413'COR.
 GG0413
 GG0413                          STATION RECOVERY (1974)
 GG0413
 GG0413'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1974
 GG0413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0855 ***********************************************************************
 GG0855  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0855  DESIGNATION -  SWEENEY
 GG0855  PID         -  GG0855
 GG0855  STATE/COUNTY-  OK/NOWATA
 GG0855  COUNTRY     -  US
 GG0855  USGS QUAD   -  ELLIOTT (2018)
 GG0855
 GG0855                         *CURRENT SURVEY CONTROL
 GG0855  ______________________________________________________________________
 GG0855* NAD 83(2011) POSITION- 36 59 57.34094(N) 095 39 00.99146(W)   ADJUSTED
 GG0855* NAD 83(2011) ELLIP HT-   227.656 (meters)        (11/01/23)   ADJUSTED
 GG0855* NAD 83(2011) EPOCH   -  2010.00
 GG0855* NAVD 88 ORTHO HEIGHT -   257.32  (meters)      844.2   (feet) GPS OBS
 GG0855  ______________________________________________________________________
 GG0855  GEOID HEIGHT    -        -29.670 (meters)                     GEOID18
 GG0855  NAD 83(2011) X  -   -502,148.423 (meters)                     COMP
 GG0855  NAD 83(2011) Y  - -5,075,444.267 (meters)                     COMP
 GG0855  NAD 83(2011) Z  -  3,817,464.699 (meters)                     COMP
 GG0855  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 GG0855
 GG0855  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0855  Standards:
 GG0855         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0855            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0855  -------------------------------------------------------------------
 GG0855  NETWORK    0.60   1.47           0.26   0.23   0.75     -0.05475112
 GG0855  -------------------------------------------------------------------
 GG0855  Click here for local accuracies and other accuracy information.
 GG0855
 GG0855.The horizontal coordinates were established by GPS observations
 GG0855.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0855
 GG0855.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0855.been affixed to the stable North American tectonic plate. See 
 GG0855.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0855
 GG0855.The horizontal coordinates are valid at the epoch date displayed above
 GG0855.which is a decimal equivalence of Year/Month/Day.
 GG0855
 GG0855.The orthometric height was determined by GPS observations and a
 GG0855.high-resolution geoid model using precise GPS observation and
 GG0855.processing techniques.
 GG0855
 GG0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0855.GEOID18 height accuracy estimate available here.
 GG0855
 GG0855.Click photographs - Photos may exist for this station.
 GG0855
 GG0855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0855
 GG0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0855
 GG0855.The ellipsoidal height was determined by GPS observations
 GG0855.and is referenced to NAD 83.
 GG0855
 GG0855. The following values were computed from the NAD 83(2011) position.
 GG0855
 GG0855;                    North         East     Units Scale Factor Converg.
 GG0855;SPC OK N     -   224,367.127   809,145.126   MT  1.00005072   +1 23 12.1
 GG0855;SPC OK N     -   736,111.15  2,654,670.30   sFT  1.00005072   +1 23 12.1
 GG0855;UTM  15      - 4,098,074.281   264,163.244   MT  1.00028523   -1 35 44.5
 GG0855
 GG0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0855!SPC OK N     -   0.99996427  x   1.00005072  =   1.00001499
 GG0855!UTM  15      -   0.99996427  x   1.00028523  =   1.00024949
 GG0855
 GG0855:                Primary Azimuth Mark                     Grid Az
 GG0855:SPC OK N     -  SWEENEY AZ MK                            088 12 50.7
 GG0855:UTM  15      -  SWEENEY AZ MK                            091 11 47.3
 GG0855
 GG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6416398074(NAD 83)
 GG0855
 GG0855|---------------------------------------------------------------------|
 GG0855| PID    Reference Object                     Distance      Geod. Az  |
 GG0855|                                                           dddmmss.s |
 GG0855| HE0831 COFFEYVILLE OZARK SMELT RED TK      APPROX. 4.7 KM 0062712.1 |
 GG0855| HE0824 COFFEYVILLE SWEETHRT FLOUR TK       APPROX. 4.4 KM 0401300.2 |
 GG0855| CI3351 SWEENEY RM 1                         39.688 METERS 08714     |
 GG0855| CI3350 SWEENEY AZ MK                                      0893602.8 |
 GG0855| GG0856 S COFFEYVILLE KGGF N RADIO TWR      APPROX. 2.2 KM 0913747.7 |
 GG0855| GG0858 S COFFEYVILLE KGGF S RADIO TWR      APPROX. 2.2 KM 0944606.4 |
 GG0855| CI3352 SWEENEY RM 2                         27.383 METERS 32247     |
 GG0855|---------------------------------------------------------------------|
 GG0855
 GG0855                          SUPERSEDED SURVEY CONTROL
 GG0855
 GG0855  NAD 83(1997)-  36 59 57.34194(N)    095 39 00.98252(W) AD(       ) 1
 GG0855  NAD 83(1993)-  36 59 57.34515(N)    095 39 00.98241(W) AD(       ) 1
 GG0855  NAD 83(1986)-  36 59 57.35877(N)    095 39 00.96347(W) AD(       ) 1
 GG0855  NAD 27      -  36 59 57.06800(N)    095 39 00.04500(W) AD(       ) 1
 GG0855  NGVD 29             275.16   (m)          902.8    (f) LEVELING    3  
 GG0855
 GG0855.Superseded values are not recommended for survey control.
 GG0855
 GG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0855.See file dsdata.pdf to determine how the superseded data were derived.
 GG0855
 GG0855_MARKER: DS = TRIANGULATION STATION DISK
 GG0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0855_STAMPING: SWEENEY 1934
 GG0855_MARK LOGO: CGS
 GG0855_PROJECTION: FLUSH
 GG0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0855+STABILITY: SURFACE MOTION
 GG0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0855+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 GG0855
 GG0855  HISTORY     - Date     Condition        Report By
 GG0855  HISTORY     - 1934     MONUMENTED       CGS
 GG0855  HISTORY     - 1951     GOOD             CGS
 GG0855  HISTORY     - 1962     GOOD             CGS
 GG0855  HISTORY     - 20230712 GOOD             OKDOT
 GG0855  HISTORY     - 20230720 GOOD             OKDOT
 GG0855
 GG0855                          STATION DESCRIPTION
 GG0855
 GG0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0855'STATION IS ABOUT 2 MILES SW OF COFFEYVILLE ON LAND OWNED BY
 GG0855'T.J. SWEENEY.  MARK IS 39.5 FEET S OF CENTER LINE OF GRAVEL
 GG0855'ROAD AND 8.3 FEET S OF FENCE.
 GG0855'
 GG0855'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0855'BRONZE DISKS SET IN CONCRETE.
 GG0855'
 GG0855'REFERENCE MARK NO. 1 IS E OF STATION, 26.9 FEET S OF CENTER
 GG0855'LINE OF GRAVEL ROAD, AND 2.4 FEET S OF FENCE.
 GG0855'
 GG0855'REFERENCE MARK NO. 2 IS NW OF STATION, 30.5 FEET N OF CENTER
 GG0855'LINE OF GRAVEL ROAD AND 2.0 FEET N OF FENCE.
 GG0855'
 GG0855'AZIMUTH MARK IS 1.3 MILES DIRECTLY E OF STATION ON THE GRAVEL
 GG0855'STATE LINE ROAD AT THE MISSOURI PACIFIC RAILROAD CROSSING.
 GG0855'IT IS 23.5 FEET N OF CENTER LINE OF GRAVEL ROAD AND 32.8 FEET
 GG0855'E OF E RAIL OF THE RAILROAD.
 GG0855'
 GG0855'TO REACH FROM COFFEYVILLE GO S ON STATE HIGHWAY 16 FROM
 GG0855'INTERSECTION WITH U.S. HIGHWAY 166 FOR 2.65 MILES TO CROSS
 GG0855'ROAD AND STATE LINE.  GO W ON STATE LINE ROAD 1.7 MILES TO
 GG0855'TOP OF HILL AND STATION.
 GG0855'
 GG0855'HEIGHT OF LIGHT ABOVE STATION MARK - 10.6 METERS.
 GG0855
 GG0855                          STATION RECOVERY (1951)
 GG0855
 GG0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 GG0855'THE STATION WAS FOUND IN EXCELLENT CONDITION.  DESCRIPTION
 GG0855'ADEQUATE.
 GG0855
 GG0855                          STATION RECOVERY (1962)
 GG0855
 GG0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 GG0855'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GG0855'WERE RECOVERED IN GOOD CONDITION, WITH NO NOTICABLE DISPLACEMENT
 GG0855'OF ANY OF THE MARKS.  FOLLOWING IS A NEW ROUTING TO THE STATION.
 GG0855'
 GG0855'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 166 AND 169 IN
 GG0855'THE SOUTH EDGE OF COFFEYVILLE KANSAS, GO SOUTH ON U.S. HIGHWAY
 GG0855'169 FOR 2.3 MILES TO A CROSS ROAD AT THE KANSAS-OKLAHOMA STATE
 GG0855'LINE.  TURN RIGHT, WEST, ON GRAVELED ROAD FOR 0.3 MILE TO
 GG0855'A RAILROAD CROSSING AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GG0855'AHEAD, WEST, ON GRAVELED ROAD FOR 1.3 MILE TO THE TOP OF A LOW
 GG0855'RISE AND STATION ON THE LEFT.
 GG0855'
 GG0855'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GG0855
 GG0855                          STATION RECOVERY (2023)
 GG0855
 GG0855'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 GG0855'FOUND MARK AND REFERENCE MARK 2 AS DESCRIBED EXCEPT MARK WAS
 GG0855'APPROXIMATELY 5 FT (1.5 M) SOUTH OF NEW FENCE.
 GG0855
 GG0855                          STATION RECOVERY (2023)
 GG0855
 GG0855'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0855'MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 GG0855'OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1290 ***********************************************************************
 FJ1290  DESIGNATION -  SWEET
 FJ1290  PID         -  FJ1290
 FJ1290  STATE/COUNTY-  OK/LINCOLN
 FJ1290  COUNTRY     -  US
 FJ1290  USGS QUAD   -  CHANDLER (2018)
 FJ1290
 FJ1290                         *CURRENT SURVEY CONTROL
 FJ1290  ______________________________________________________________________
 FJ1290* NAD 83(1993) POSITION- 35 42 36.95139(N) 096 59 28.63314(W)   ADJUSTED
 FJ1290* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1290  ______________________________________________________________________
 FJ1290  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 FJ1290  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 FJ1290  HORZ ORDER      -  SECOND
 FJ1290
 FJ1290.The horizontal coordinates were established by classical geodetic methods
 FJ1290.and adjusted by the National Geodetic Survey in November 1994.
 FJ1290
 FJ1290.The orthometric height was scaled from a topographic map.
 FJ1290
 FJ1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1290.GEOID18 height accuracy estimate available here.
 FJ1290
 FJ1290.Click photographs - Photos may exist for this station.
 FJ1290
 FJ1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1290
 FJ1290. The following values were computed from the NAD 83(1993) position.
 FJ1290
 FJ1290;                    North         East     Units Scale Factor Converg.
 FJ1290;SPC OK N     -    79,279.990   691,277.062   MT  0.99997704   +0 35 43.0
 FJ1290;SPC OK N     -   260,104.43  2,267,964.83   sFT  0.99997704   +0 35 43.0
 FJ1290;UTM  14      - 3,953,672.964   681,712.393   MT  1.00000690   +1 10 22.0
 FJ1290
 FJ1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1290!SPC OK N     -   0.99995413  x   0.99997704  =   0.99993117
 FJ1290!UTM  14      -   0.99995413  x   1.00000690  =   0.99996103
 FJ1290
 FJ1290:                Primary Azimuth Mark                     Grid Az
 FJ1290:SPC OK N     -  SWEET AZ MK                              029 45 21.5
 FJ1290:UTM  14      -  SWEET AZ MK                              029 10 42.5
 FJ1290
 FJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8171253672(NAD 83)
 FJ1290
 FJ1290|---------------------------------------------------------------------|
 FJ1290| PID    Reference Object                     Distance      Geod. Az  |
 FJ1290|                                                           dddmmss.s |
 FJ1290| CI3353 SWEET AZ MK                                        0302104.5 |
 FJ1290| CI3354 SWEET RM 1                                         07000     |
 FJ1290| FJ1294 CHANDLER COUNTY CTHSE DOME          APPROX.10.0 KM 0951109.1 |
 FJ1290| FJ1292 CHANDLER SHERIFFS RAD MAST          APPROX.10.0 KM 0951144.9 |
 FJ1290| FJ0845 WELLSTON MUNICIPAL TANK             APPROX. 7.1 KM 2503808.9 |
 FJ1290| CI3355 SWEET RM 2                                         30221     |
 FJ1290|---------------------------------------------------------------------|
 FJ1290
 FJ1290                          SUPERSEDED SURVEY CONTROL
 FJ1290
 FJ1290  NAD 83(1986)-  35 42 36.95974(N)    096 59 28.61435(W) AD(       ) 2
 FJ1290  NAD 27      -  35 42 36.73509(N)    096 59 27.51369(W) AD(       ) 2
 FJ1290
 FJ1290.Superseded values are not recommended for survey control.
 FJ1290
 FJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1290.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1290
 FJ1290_MARKER: DS = TRIANGULATION STATION DISK
 FJ1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1290_STAMPING: SWEET 1954
 FJ1290_MARK LOGO: CGS
 FJ1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1290+STABILITY: SURFACE MOTION
 FJ1290
 FJ1290  HISTORY     - Date     Condition        Report By
 FJ1290  HISTORY     - 1954     MONUMENTED       CGS
 FJ1290
 FJ1290                          STATION DESCRIPTION
 FJ1290
 FJ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1290'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. W.O. MINGO.
 FJ1290'IT IS 6 MILES WEST OF CHANDLER, 4 MILES EAST-NORTHEAST OF
 FJ1290'WELLSTON, AND 2 MILES NORTH-NORTHEAST OF WARWICK.
 FJ1290'
 FJ1290'REACHED FROM THE POST OFFICE IN WARWICK BY GOING NORTHWEST
 FJ1290'FOR 0.65 MILE TO THE JUNCTION OF STATE HIGHWAY 40.  TURN RIGHT,
 FJ1290'NORTH, AND GO 2.3 MILES ON HIGHWAY 40 TO A SIDE ROAD RIGHT.
 FJ1290'TURN RIGHT, EAST, AND GO 1.4 MILES TO A SIDE ROAD RIGHT AND A
 FJ1290'SCHOOL HOUSE IN THE SOUTHEAST ANGLE.  TURN RIGHT, SOUTH,
 FJ1290'AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT ROAD AND FOLLOW A
 FJ1290'TRACK ROAD SOUTH AND EAST FOR 0.65 MILE TO THE END OF THE TRACK
 FJ1290'ROAD AND STATION SITE.
 FJ1290'
 FJ1290'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED SCHOOL HOUSE
 FJ1290'BY GOING SOUTH, PASSING TO THE EAST OF THE SCHOOL HOUSE, FOR 0.2
 FJ1290'MILE TO A FORK.  TAKE THE LEFT ROAD AND GO EAST AND SOUTH FOR
 FJ1290'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FJ1290'
 FJ1290'THE STATION MARK IS 85 FEET SOUTHEAST OF A GUYED POWER POLE, 48 FEET
 FJ1290'WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 5 FEET NORTHWEST
 FJ1290'OF A WITNESS POST, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 FJ1290'SWEET 1954.
 FJ1290'
 FJ1290'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 110 FEET
 FJ1290'NORTHWEST OF THE NORTHWEST CORNER OF A TENANT HOUSE, 15 FEET
 FJ1290'EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, AND PROJECTS
 FJ1290'4 INCHES.  THE DISK IS STAMPED SWEET NO 1 1954.
 FJ1290'
 FJ1290'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 12 FEET
 FJ1290'WEST OF A FENCE, 10 FEET SOUTHEAST OF THE GUYED POWER POLE, AND
 FJ1290'PROJECTS 3 INCHES.  THE DISK IS STAMPED SWEET NO 2 1954.
 FJ1290'
 FJ1290'THE AZIMUTH MARK, APPROXIMATELY 0.6 MILE NORTH-NORTHEAST OF
 FJ1290'THE STATION, IS 79 FEET SOUTH OF AN OIL TANK, 46 FEET EAST OF
 FJ1290'THE APPROXIMATE CENTER OF A GRADED ROAD, 3 FEET SOUTH OF A WITNESS
 FJ1290'POST, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED SWEET 1954.
 FJ1290'
 FJ1290'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1325 ***********************************************************************
 DM1325  DESIGNATION -  SWINK
 DM1325  PID         -  DM1325
 DM1325  STATE/COUNTY-  OK/CHOCTAW
 DM1325  COUNTRY     -  US
 DM1325  USGS QUAD   -  KIOMATIA (2019)
 DM1325
 DM1325                         *CURRENT SURVEY CONTROL
 DM1325  ______________________________________________________________________
 DM1325* NAD 83(1993) POSITION- 33 59 45.50437(N) 095 10 21.57164(W)   ADJUSTED
 DM1325* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 DM1325  ______________________________________________________________________
 DM1325  GEOID HEIGHT    -        -28.724 (meters)                     GEOID18
 DM1325  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 DM1325  HORZ ORDER      -  FIRST
 DM1325
 DM1325.The horizontal coordinates were established by classical geodetic methods
 DM1325.and adjusted by the National Geodetic Survey in November 1994.
 DM1325
 DM1325.The orthometric height was scaled from a topographic map.
 DM1325
 DM1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1325.GEOID18 height accuracy estimate available here.
 DM1325
 DM1325.Click photographs - Photos may exist for this station.
 DM1325
 DM1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1325
 DM1325. The following values were computed from the NAD 83(1993) position.
 DM1325
 DM1325;                    North         East     Units Scale Factor Converg.
 DM1325;SPC OK S     -    77,160.727   861,178.420   MT  0.99998828   +1 36 17.4
 DM1325;SPC OK S     -   253,151.49  2,825,382.87   sFT  0.99998828   +1 36 17.4
 DM1325;SPC TXNC     - 2,263,178.218   907,361.368   MT  1.00000831   +1 48 53.0
 DM1325;SPC TXNC     - 7,425,110.54  2,976,901.42   sFT  1.00000831   +1 48 53.0
 DM1325;UTM  15      - 3,763,837.454   299,332.036   MT  1.00009641   -1 12 54.8
 DM1325
 DM1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1325!SPC OK S     -   0.99997656  x   0.99998828  =   0.99996484
 DM1325!SPC TXNC     -   0.99997656  x   1.00000831  =   0.99998487
 DM1325!UTM  15      -   0.99997656  x   1.00009641  =   1.00007297
 DM1325
 DM1325:                Primary Azimuth Mark                     Grid Az
 DM1325:SPC OK S     -  ALBION                                   140 52 06.7
 DM1325:SPC TXNC     -  ALBION                                   140 39 31.1
 DM1325:UTM  15      -  ALBION                                   143 41 18.9
 DM1325
 DM1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9933263837(NAD 83)
 DM1325
 DM1325|---------------------------------------------------------------------|
 DM1325| PID    Reference Object                     Distance      Geod. Az  |
 DM1325|                                                           dddmmss.s |
 DM1325| CY2397 SWINK AZ MK                                        0710649.7 |
 DM1325| DM1320 ALBION                              APPROX.21.2 KM 1422824.1 |
 DM1325| CY2398 SWINK RM 1                           24.335 METERS 17831     |
 DM1325| CY2399 SWINK RM 2                           24.777 METERS 30528     |
 DM1325|---------------------------------------------------------------------|
 DM1325
 DM1325                          SUPERSEDED SURVEY CONTROL
 DM1325
 DM1325  NAD 83(1986)-  33 59 45.50972(N)    095 10 21.56015(W) AD(       ) 1
 DM1325  NAD 27      -  33 59 45.12500(N)    095 10 20.73300(W) AD(       ) 1
 DM1325
 DM1325.Superseded values are not recommended for survey control.
 DM1325
 DM1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1325.See file dsdata.pdf to determine how the superseded data were derived.
 DM1325
 DM1325_MARKER: DS = TRIANGULATION STATION DISK
 DM1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1325_STAMPING: SWINK 1951
 DM1325_MARK LOGO: CGS
 DM1325_PROJECTION: FLUSH
 DM1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1325+STABILITY: SURFACE MOTION
 DM1325
 DM1325  HISTORY     - Date     Condition        Report By
 DM1325  HISTORY     - 1951     MONUMENTED       CGS
 DM1325  HISTORY     - 1957     GOOD             CGS
 DM1325
 DM1325                          STATION DESCRIPTION
 DM1325
 DM1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1325'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH AND 1-1/2
 DM1325'MILES EAST OF THE SMALL VILLAGE OF SWINK, ON A HILL KNOWN
 DM1325'LOCALLY AS PILOT KNOB.  IT IS 33 FEET EAST OF A TRACK ROAD.
 DM1325'THE MARK IS SET FLUSH AND THE DISK IS STAMPED SWINK 1951.
 DM1325'
 DM1325'REFERENCE MARK NO. 1 IS 24 FEET EAST OF A TRACK ROAD.  THE
 DM1325'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED SWINK
 DM1325'NO 1 1951.
 DM1325'
 DM1325'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE CENTERLINE OF
 DM1325'A TRACK ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 DM1325'DISK IS STAMPED SWINK NO 2 1951.
 DM1325'
 DM1325'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 DM1325'ROAD AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE
 DM1325'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1325'SWINK 1951.
 DM1325'
 DM1325'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 DM1325'OF SWINK, GO EASTERLY ON GRAVEL ROAD ALONG THE SOUTH SIDE
 DM1325'OF A RAILROAD TRACK FOR 1.3 MILES TO A FORKS.  TAKE RIGHT
 DM1325'FORK AND FOLLOW MAIN TRAVELED ROAD FOR 1.3 MILES TO A REVERSE
 DM1325'FORKS.  AZIMUTH MARK ON EAST SIDE OF ROAD AS DESCRIBED.  TURN
 DM1325'A SHARP RIGHT AND GO 0.3 MILE TO TOP OF HILL AND GATE ON
 DM1325'SOUTH SIDE OF ROAD.  TURN LEFT THROUGH GATE AND FOLLOW
 DM1325'TRACK ROAD UP HILL TO THE STATION ON EAST SIDE OF ROAD AS
 DM1325'DESCRIBED.
 DM1325'
 DM1325'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DM1325
 DM1325                          STATION RECOVERY (1957)
 DM1325
 DM1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1325'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION
 DM1325'AS DESCRIBED.  RECOVERED REFERENCE MARK NO. 1 BUT IT HAS
 DM1325'THE TOP CUT OFF.  COULD NOT LOCATE THE AZIMUTH MARK.  DIRECTIONS
 DM1325'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8690 ***********************************************************************
 AC8690  SACS        -  This is a Secondary Airport Control Station.
 AC8690  DESIGNATION -  SWO AP STA A
 AC8690  PID         -  AC8690
 AC8690  STATE/COUNTY-  OK/PAYNE
 AC8690  COUNTRY     -  US
 AC8690  USGS QUAD   -  STILLWATER NORTH (2018)
 AC8690
 AC8690                         *CURRENT SURVEY CONTROL
 AC8690  ______________________________________________________________________
 AC8690* NAD 83(2011) POSITION- 36 09 56.59654(N) 097 05 13.93152(W)   ADJUSTED
 AC8690* NAD 83(2011) ELLIP HT-   269.370 (meters)        (06/27/12)   ADJUSTED
 AC8690* NAD 83(2011) EPOCH   -  2010.00
 AC8690* NAVD 88 ORTHO HEIGHT -   297.59  (meters)      976.3   (feet) GPS OBS
 AC8690  ______________________________________________________________________
 AC8690  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AC8690  GEOID HEIGHT    -        -28.189 (meters)                     GEOID99
 AC8690  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AC8690  NAD 83(2011) X  -   -636,070.730 (meters)                     COMP
 AC8690  NAD 83(2011) Y  - -5,115,996.613 (meters)                     COMP
 AC8690  NAD 83(2011) Z  -  3,743,211.611 (meters)                     COMP
 AC8690  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 AC8690
 AC8690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8690  Standards:
 AC8690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8690  -------------------------------------------------------------------
 AC8690  NETWORK    0.96   2.06           0.44   0.33   1.05     -0.09417914
 AC8690  -------------------------------------------------------------------
 AC8690  Click here for local accuracies and other accuracy information.
 AC8690
 AC8690.This mark is at Stillwater Airport (SWO)
 AC8690
 AC8690.The horizontal coordinates were established by GPS observations
 AC8690.and adjusted by the National Geodetic Survey in June 2012.
 AC8690
 AC8690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8690.been affixed to the stable North American tectonic plate. See 
 AC8690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8690
 AC8690.The horizontal coordinates are valid at the epoch date displayed above
 AC8690.which is a decimal equivalence of Year/Month/Day.
 AC8690
 AC8690.The orthometric height was determined by GPS observations and a
 AC8690.high-resolution geoid model.
 AC8690
 AC8690.GPS derived orthometric heights for airport stations designated as
 AC8690.PACS or SACS are published to 2 decimal places.  This maintains
 AC8690.centimeter relative accuracy between the PACS and SACS.  It does
 AC8690.not indicate centimeter accuracy relative to other marks which are
 AC8690.part of the published vertical control network.
 AC8690
 AC8690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8690.GEOID18 height accuracy estimate available here.
 AC8690
 AC8690.Click photographs - Photos may exist for this station.
 AC8690
 AC8690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8690
 AC8690.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8690
 AC8690.The ellipsoidal height was determined by GPS observations
 AC8690.and is referenced to NAD 83.
 AC8690
 AC8690. The following values were computed from the NAD 83(2011) position.
 AC8690
 AC8690;                    North         East     Units Scale Factor Converg.
 AC8690;SPC OK N     -   129,726.173   682,122.896   MT  0.99994541   +0 32 19.3
 AC8690;SPC OK N     -   425,609.95  2,237,931.53   sFT  0.99994541   +0 32 19.3
 AC8690;UTM  14      - 4,004,024.707   672,044.204   MT  0.99996471   +1 07 44.6
 AC8690
 AC8690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8690!SPC OK N     -   0.99995773  x   0.99994541  =   0.99990314
 AC8690!UTM  14      -   0.99995773  x   0.99996471  =   0.99992244
 AC8690
 AC8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7204404024(NAD 83)
 AC8690
 AC8690                          SUPERSEDED SURVEY CONTROL
 AC8690
 AC8690  NAD 83(2007)-  36 09 56.59660(N)    097 05 13.93241(W) AD(2002.00) 0
 AC8690  ELLIP H (02/10/07)  269.386  (m)                       GP(2002.00)    
 AC8690  NAD 83(1993)-  36 09 56.59651(N)    097 05 13.93261(W) AD(       ) 1
 AC8690  ELLIP H (03/07/02)  269.373  (m)                       GP(       ) 4 2
 AC8690
 AC8690.Superseded values are not recommended for survey control.
 AC8690
 AC8690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8690.See file dsdata.pdf to determine how the superseded data were derived.
 AC8690
 AC8690_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8690_STAMPING: AP 1964 STA A
 AC8690_MARK LOGO: CGS
 AC8690_PROJECTION: RECESSED 3 CENTIMETERS
 AC8690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8690+STABILITY: SURFACE MOTION
 AC8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8690+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2001
 AC8690
 AC8690  HISTORY     - Date     Condition        Report By
 AC8690  HISTORY     - 1964     MONUMENTED       CGS
 AC8690  HISTORY     - 19930622 GOOD             NGS
 AC8690  HISTORY     - 20010504 GOOD             MSAM
 AC8690
 AC8690                          STATION DESCRIPTION
 AC8690
 AC8690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC8690'THE STATION IS LOCATED ABOUT 1000 FT (304.8 M) SOUTH FROM RUNWAY END
 AC8690'17 ON THE WEST SIDE OF THE RUNWAY.  IT IS 48.1 FT (14.7 M) WEST FROM
 AC8690'THE NORTHWEST CORNER OF OLD RUNWAY END 17.  THE STATION IS A STANDARD
 AC8690'TOPOGRAPHIC DISK STAMPED---AP 1964 STA A---, SET IN THE TOP OF A
 AC8690'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC8690
 AC8690                          STATION RECOVERY (2001)
 AC8690
 AC8690'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC8690'THE STATION IS LOCATED ABOUT 5.6 KM (3.2 MI) NORTH-NORTHWEST OF
 AC8690'STILLWATER, OKLAHOMA, AT THE STILLWATER REGIONAL AIRPORT, IN THE
 AC8690'NORTHERN SECTOR, WEST OF RUNWAY 17-35.  THIS IS NOT A CONTROLLED
 AC8690'AIRPORT. ESCORT IS REQUIRED FOR ACCESS TO THIS STATION.  PERMISSION TO
 AC8690'USE THIS STATION MUST BE GRANTED BY THE AIRPORT MANAGER, GARY JOHNSON,
 AC8690'PHONE 405-372-7881.  OWNERSHIP--CITY OF STILLWATER, 2020-1 WEST
 AC8690'AIRPORT ROAD, STILLWATER, OKLAHOMA 74075.
 AC8690'
 AC8690'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 (WEST 6TH
 AC8690'AVENUE) AND SOUTH WASHINGTON IN STILLWATER, OKLAHOMA, GO NORTH ON
 AC8690'WASHINGTON FOR 4.8 KM (3.0 MI) TO THE INTERSECTION WITH AIRPORT ROAD.
 AC8690'TURN LEFT (WEST) ON AIRPORT ROAD FOR 1.3 KM (0.8 MI) TO THE TERMINAL
 AC8690'AND THE GATE ON THE SOUTH SIDE OF THE TERMINAL.  PROCEED, WEST,
 AC8690'THROUGH THE GATE ONTO THE APRON.  TURN RIGHT (NORTH) ON THE APRON FOR
 AC8690'0.15 KM (0.1 MI) TO TAXIWAY A.  CONTINUE NORTH, ON TAXIWAY A FOR 0.15
 AC8690'KM (0.1 MI) TO CROSS WIND RUNWAY 4-22.  CONTINUE NORTH, ON TAXIWAY A
 AC8690'FOR 0.5 KM (0.3 MI) TO TAXIWAY A1.  TURN LEFT (WEST) ON TAXIWAY A1 FOR
 AC8690'0.15 KM (0.1 MI) CROSSING RUNWAY 17-35, GO NORTHWEST, FOR 0.3 KM
 AC8690'(0.2 MI) TO THE STATION ON THE LEFT.
 AC8690'
 AC8690'THE MARK IS A CGS BRASS TOPOGRAPHIC STATION DISK SET IN THE TOP CENTER
 AC8690'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 19.5 M (64.0 FT)
 AC8690'WEST OF A RUNWAY LIGHT, 15.0 M (49.2 FT) WEST AND PERPENDICULAR TO THE
 AC8690'NORTHWEST CORNER OF THE OLD RUNWAY 17-35, 5.6 M (18.4 FT) WEST OF A
 AC8690'CHISELED SQUARE ON THE NORTHWEST CORNER OF A SQUARE CONCRETE PAD FOR A
 AC8690'SIGN MARKED -5-.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AC8690'CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0326 ***********************************************************************
 GH0326  SACS        -  This is a Secondary Airport Control Station.
 GH0326  DESIGNATION -  SWO AP STA B
 GH0326  PID         -  GH0326
 GH0326  STATE/COUNTY-  OK/PAYNE
 GH0326  COUNTRY     -  US
 GH0326  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0326
 GH0326                         *CURRENT SURVEY CONTROL
 GH0326  ______________________________________________________________________
 GH0326* NAD 83(2011) POSITION- 36 09 07.12400(N) 097 05 13.42128(W)   ADJUSTED
 GH0326* NAD 83(2011) ELLIP HT-   265.976 (meters)        (06/27/12)   ADJUSTED
 GH0326* NAD 83(2011) EPOCH   -  2010.00
 GH0326* NAVD 88 ORTHO HEIGHT -   294.182 (meters)      965.16  (feet) ADJUSTED
 GH0326  ______________________________________________________________________
 GH0326  GEOID HEIGHT    -        -28.237 (meters)                     GEOID18
 GH0326  NAD 83(2011) X  -   -636,168.746 (meters)                     COMP
 GH0326  NAD 83(2011) Y  - -5,116,888.350 (meters)                     COMP
 GH0326  NAD 83(2011) Z  -  3,741,978.392 (meters)                     COMP
 GH0326  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 GH0326  DYNAMIC HEIGHT  -        293.919 (meters)      964.30  (feet) COMP
 GH0326  MODELED GRAVITY -    979,731.2   (mgal)                       NAVD 88
 GH0326
 GH0326  VERT ORDER      -  SECOND    CLASS 0
 GH0326
 GH0326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0326  Standards:
 GH0326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0326  -------------------------------------------------------------------
 GH0326  NETWORK    0.88   2.04           0.41   0.28   1.04     -0.11068217
 GH0326  -------------------------------------------------------------------
 GH0326  Click here for local accuracies and other accuracy information.
 GH0326
 GH0326.This mark is at Stillwater Airport (SWO)
 GH0326
 GH0326.The horizontal coordinates were established by GPS observations
 GH0326.and adjusted by the National Geodetic Survey in June 2012.
 GH0326
 GH0326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0326.been affixed to the stable North American tectonic plate. See 
 GH0326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0326
 GH0326.The horizontal coordinates are valid at the epoch date displayed above
 GH0326.which is a decimal equivalence of Year/Month/Day.
 GH0326
 GH0326.The orthometric height was determined by differential leveling and
 GH0326.adjusted by the NATIONAL GEODETIC SURVEY
 GH0326.in June 1991.
 GH0326
 GH0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0326.GEOID18 height accuracy estimate available here.
 GH0326
 GH0326.Click photographs - Photos may exist for this station.
 GH0326
 GH0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0326
 GH0326.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0326
 GH0326.The ellipsoidal height was determined by GPS observations
 GH0326.and is referenced to NAD 83.
 GH0326
 GH0326.The dynamic height is computed by dividing the NAVD 88
 GH0326.geopotential number by the normal gravity value computed on the
 GH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0326.degrees latitude (g = 980.6199 gals.).
 GH0326
 GH0326.The modeled gravity was interpolated from observed gravity values.
 GH0326
 GH0326. The following values were computed from the NAD 83(2011) position.
 GH0326
 GH0326;                    North         East     Units Scale Factor Converg.
 GH0326;SPC OK N     -   128,201.564   682,149.985   MT  0.99994545   +0 32 19.6
 GH0326;SPC OK N     -   420,607.96  2,238,020.41   sFT  0.99994545   +0 32 19.6
 GH0326;UTM  14      - 4,002,500.427   672,086.997   MT  0.99996490   +1 07 43.6
 GH0326
 GH0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0326!SPC OK N     -   0.99995826  x   0.99994545  =   0.99990371
 GH0326!UTM  14      -   0.99995826  x   0.99996490  =   0.99992316
 GH0326
 GH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7208602500(NAD 83)
 GH0326
 GH0326                          SUPERSEDED SURVEY CONTROL
 GH0326
 GH0326  NAD 83(2007)-  36 09 07.12406(N)    097 05 13.42217(W) AD(2002.00) 0
 GH0326  ELLIP H (02/10/07)  265.991  (m)                       GP(2002.00)    
 GH0326  NAD 83(1993)-  36 09 07.12397(N)    097 05 13.42237(W) AD(       ) 1
 GH0326  ELLIP H (03/07/02)  265.978  (m)                       GP(       ) 4 2
 GH0326  NAVD 88             294.18   (m)          965.2    (f) LEVELING    3  
 GH0326  NGVD 29 (??/??/92)  294.065  (m)          964.78   (f) ADJ UNCH    2 0
 GH0326
 GH0326.Superseded values are not recommended for survey control.
 GH0326
 GH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0326.See file dsdata.pdf to determine how the superseded data were derived.
 GH0326
 GH0326_MARKER: DT = TOPOGRAPHIC STATION DISK
 GH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0326_STAMPING: AP 1964 STA B
 GH0326_MARK LOGO: CGS
 GH0326_PROJECTION: FLUSH
 GH0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0326+STABILITY: SURFACE MOTION
 GH0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0326+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2001
 GH0326
 GH0326  HISTORY     - Date     Condition        Report By
 GH0326  HISTORY     - 1964     MONUMENTED       CGS
 GH0326  HISTORY     - 1964     GOOD             CGS
 GH0326  HISTORY     - 1973     GOOD             NGS
 GH0326  HISTORY     - 1976     GOOD             NGS
 GH0326  HISTORY     - 19930622 GOOD             NGS
 GH0326  HISTORY     - 20010504 GOOD             MSAM
 GH0326  HISTORY     - 20061102 POOR             AIRDAT
 GH0326
 GH0326                          STATION DESCRIPTION
 GH0326
 GH0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GH0326'AT STILLWATER.
 GH0326'LOCATED AT SEARCY FIELD, STILLWATER MUNICIPAL AIRPORT, NEAR
 GH0326'RUNWAY END 17, 251.0 FEET NORTHEAST OF T FENCE CORNER, AND 49.9
 GH0326'FEET WEST OF THE SOUTHWEST CORNER OF RUNWAY END 17.  A STANDARD
 GH0326'TOPO DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 GH0326'THE GROUND.
 GH0326
 GH0326                          STATION RECOVERY (1973)
 GH0326
 GH0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GH0326'RECOVERED IN GOOD CONDITION.
 GH0326
 GH0326                          STATION RECOVERY (1976)
 GH0326
 GH0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GH0326'RECOVERED IN GOOD CONDITION.
 GH0326
 GH0326                          STATION RECOVERY (1993)
 GH0326
 GH0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0326'LOCATED NEAR RUNWAY END 35, 251.0 FT (76.5 M) NORTHEAST OF A (T) FENCE
 GH0326'CORNER POST AND 49.89 FT (15.21 M) WEST OF THE SOUTHWEST CORNER OF
 GH0326'RUNWAY END 17.  A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1964 STA
 GH0326'B---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 GH0326'GROUND.
 GH0326
 GH0326                          STATION RECOVERY (2001)
 GH0326
 GH0326'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GH0326'THE STATION IS LOCATED ABOUT 5.6 KM (3.2 MI) NORTH-NORTHWEST OF
 GH0326'STILLWATER, OKLAHOMA, AT THE STILLWATER REGIONAL AIRPORT, IN THE
 GH0326'SOUTHERN SECTOR, WEST OF AND AT THE SOUTH END OF RUNWAY 17-35.  THIS
 GH0326'IS NOT A CONTROLLED AIRPORT. ESCORT IS REQUIRED TO USE THIS STATION.
 GH0326'PERMISSION TO USE THIS STATION MUST BE GRANTED BY THE AIRPORT MANAGER,
 GH0326'GARY JOHNSON, PHONE 405-372-7881.  OWNERSHIP--CITY OF STILLWATER,
 GH0326'2020-1 WEST AIRPORT ROAD, STILLWATER, OKLAHOMA 74075.
 GH0326'
 GH0326'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 (WEST 6TH
 GH0326'AVENUE) AND SOUTH WASHINGTON IN STILLWATER, OKLAHOMA, GO NORTH ON
 GH0326'WASHINGTON FOR 4.8 KM (3.0 MI) TO THE INTERSECTION WITH AIRPORT ROAD.
 GH0326'TURN LEFT (WEST) ON AIRPORT ROAD FOR 1.3 KM (0.8 MI) TO THE TERMINAL
 GH0326'AND THE GATE ON THE SOUTH SIDE OF THE TERMINAL.  PROCEED, WEST,
 GH0326'THROUGH THE GATE ONTO THE APRON.  TURN LEFT (SOUTH) ON THE APRON FOR
 GH0326'0.1 KM ( 0.05 MI) TO TAXIWAY A.  CONTINUE SOUTH, ON TAXIWAY A FOR 0.15
 GH0326'KM (0.1 MI) TO THE END OF TAXIWAY A.  TURN RIGHT (WEST) FOR 0.1 KM
 GH0326'(0.05 MI) CROSSING RUNWAY 17-35 TO THE STATION ON THE LEFT.
 GH0326'
 GH0326'THE MARK IS A CGS BRASS TOPOGRAPHIC STATION DISK SET IN THE TOP CENTER
 GH0326'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 19.1 M (62.7 FT)
 GH0326'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PAD FOR THE THRESHOLD
 GH0326'RUNWAY LIGHT, 15.0 M (49.2 FT) WEST AND PERPENDICULAR TO THE SOUTHWEST
 GH0326'CORNER OF RUNWAY 17-35, 2.8 M (9.2 FT) NORTH OF A CHISELED SQUARE ON
 GH0326'THE NORTHWEST CORNER OF A SQUARE CONCRETE PAD FOR AN APPROACH LIGHT.
 GH0326'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 GH0326
 GH0326                          STATION RECOVERY (2006)
 GH0326
 GH0326'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GH0326'RECOVERED AS DESCRIBED. STATION HAS BEEN HIT AND IS LEANING TO THE
 GH0326'EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8107 ***********************************************************************
 AJ8107  PACS        -  This is a Primary Airport Control Station.
 AJ8107  DESIGNATION -  SWO C
 AJ8107  PID         -  AJ8107
 AJ8107  STATE/COUNTY-  OK/PAYNE
 AJ8107  COUNTRY     -  US
 AJ8107  USGS QUAD   -  STILLWATER NORTH (2018)
 AJ8107
 AJ8107                         *CURRENT SURVEY CONTROL
 AJ8107  ______________________________________________________________________
 AJ8107* NAD 83(2011) POSITION- 36 09 32.22294(N) 097 05 05.24217(W)   ADJUSTED
 AJ8107* NAD 83(2011) ELLIP HT-   263.281 (meters)        (06/27/12)   ADJUSTED
 AJ8107* NAD 83(2011) EPOCH   -  2010.00
 AJ8107* NAVD 88 ORTHO HEIGHT -   291.50  (meters)      956.4   (feet) GPS OBS
 AJ8107  ______________________________________________________________________
 AJ8107  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8107  GEOID HEIGHT    -        -28.183 (meters)                     GEOID99
 AJ8107  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 AJ8107  NAD 83(2011) X  -   -635,909.279 (meters)                     COMP
 AJ8107  NAD 83(2011) Y  - -5,116,458.460 (meters)                     COMP
 AJ8107  NAD 83(2011) Z  -  3,742,601.462 (meters)                     COMP
 AJ8107  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 AJ8107
 AJ8107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8107  Standards:
 AJ8107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8107  -------------------------------------------------------------------
 AJ8107  NETWORK    0.79   2.00           0.37   0.25   1.02     -0.10571657
 AJ8107  -------------------------------------------------------------------
 AJ8107  Click here for local accuracies and other accuracy information.
 AJ8107
 AJ8107.This mark is at Stillwater Airport (SWO)
 AJ8107
 AJ8107.The horizontal coordinates were established by GPS observations
 AJ8107.and adjusted by the National Geodetic Survey in June 2012.
 AJ8107
 AJ8107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8107.been affixed to the stable North American tectonic plate. See 
 AJ8107.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8107
 AJ8107.The horizontal coordinates are valid at the epoch date displayed above
 AJ8107.which is a decimal equivalence of Year/Month/Day.
 AJ8107
 AJ8107.The orthometric height was determined by GPS observations and a
 AJ8107.high-resolution geoid model.
 AJ8107
 AJ8107.GPS derived orthometric heights for airport stations designated as
 AJ8107.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8107.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8107.not indicate centimeter accuracy relative to other marks which are
 AJ8107.part of the published vertical control network.
 AJ8107
 AJ8107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8107.GEOID18 height accuracy estimate available here.
 AJ8107
 AJ8107.Click photographs - Photos may exist for this station.
 AJ8107
 AJ8107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8107
 AJ8107.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8107
 AJ8107.The ellipsoidal height was determined by GPS observations
 AJ8107.and is referenced to NAD 83.
 AJ8107
 AJ8107. The following values were computed from the NAD 83(2011) position.
 AJ8107
 AJ8107;                    North         East     Units Scale Factor Converg.
 AJ8107;SPC OK N     -   128,977.030   682,347.129   MT  0.99994542   +0 32 24.4
 AJ8107;SPC OK N     -   423,152.14  2,238,667.21   sFT  0.99994542   +0 32 24.4
 AJ8107;UTM  14      - 4,003,277.898   672,276.147   MT  0.99996570   +1 07 49.1
 AJ8107
 AJ8107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8107!SPC OK N     -   0.99995868  x   0.99994542  =   0.99990410
 AJ8107!UTM  14      -   0.99995868  x   0.99996570  =   0.99992438
 AJ8107
 AJ8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7227603277(NAD 83)
 AJ8107
 AJ8107                          SUPERSEDED SURVEY CONTROL
 AJ8107
 AJ8107  NAD 83(2007)-  36 09 32.22300(N)    097 05 05.24306(W) AD(2002.00) 0
 AJ8107  ELLIP H (02/10/07)  263.297  (m)                       GP(2002.00)    
 AJ8107  NAD 83(1993)-  36 09 32.22292(N)    097 05 05.24326(W) AD(       ) B
 AJ8107  ELLIP H (03/07/02)  263.284  (m)                       GP(       ) 4 2
 AJ8107
 AJ8107.Superseded values are not recommended for survey control.
 AJ8107
 AJ8107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8107.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8107
 AJ8107_MARKER: I = METAL ROD
 AJ8107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8107_STAMPING: SWO C 2001
 AJ8107_MARK LOGO: NGS
 AJ8107_PROJECTION: FLUSH
 AJ8107_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8107+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 AJ8107_ROD/PIPE-DEPTH: 5.24 meters
 AJ8107_SLEEVE-DEPTH  : 0.9 meters
 AJ8107
 AJ8107  HISTORY     - Date     Condition        Report By
 AJ8107  HISTORY     - 20010507 MONUMENTED       MSAM
 AJ8107  HISTORY     - 20061102 GOOD             AIRDAT
 AJ8107
 AJ8107                          STATION DESCRIPTION
 AJ8107
 AJ8107'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8107'THE STATION IS LOCATED ABOUT 5.6 KM (3.2 MI) NORTH-NORTHWEST OF
 AJ8107'STILLWATER, OKLAHOMA, AT THE STILLWATER REGIONAL AIRPORT.  IT IS
 AJ8107'NORTHWEST OF THE AIRPORT APRON, SOUTHEAST OF RUNWAY 4-22, WITHIN THE
 AJ8107'WINDSOCK SEGMENTED CIRCLE.  THIS IS NOT A CONTROLLED AIRPORT.  ESCORT
 AJ8107'IS REQUIRED FOR ACCESS TO THIS STATION.  PERMISSION TO USE THIS
 AJ8107'STATION MUST BE GRANTED BY THE AIRPORT MANAGER, GARY JOHNSON, PHONE
 AJ8107'405-372-7881.  OWNERSHIP--CITY OF STILLWATER, 2020-1 WEST AIRPORT
 AJ8107'ROAD, STILLWATER, OKLAHOMA 74075.
 AJ8107'
 AJ8107'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 (WEST 6TH
 AJ8107'AVENUE) AND SOUTH WASHINGTON IN STILLWATER, OKLAHOMA, GO NORTH ON
 AJ8107'WASHINGTON FOR 4.8 KM (3.0 MI) TO THE INTERSECTION WITH AIRPORT ROAD.
 AJ8107'TURN LEFT (WEST) ON AIRPORT ROAD FOR 1.3 KM (0.8 MI) TO THE TERMINAL
 AJ8107'AND THE GATE ON THE SOUTH SIDE OF THE TERMINAL.  PROCEED, WEST,
 AJ8107'THROUGH THE GATE ONTO THE APRON.  GO NORTH, ACROSS THE APRON FOR 0.16
 AJ8107'KM (0.1 MI) TO THE SEGMENTED CIRLCE AND THE STATION INSIDE THE CIRCLE.
 AJ8107'
 AJ8107'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8107'TO REFUSAL AT A DEPTH OF 5.24 M (17.2 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8107'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8107'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8107'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 50.3
 AJ8107'M (165.0 FT) NORTHEAST AND PERPENDICULAR FROM THE NORTHEAST EDGE OF
 AJ8107'TAXIWAY C, 31.0 M (101.7 FT) SOUTHWEST OF A TETRAHEDRON WIND
 AJ8107'INDICATOR, 8.2 M (26.9 FT) NORTH-NORTHWEST FROM A WINDSOCK WITHIN THE
 AJ8107'SEGMENTED CIRCLE, 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST AND
 AJ8107'0.9 M (3.0 FT WEST) OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 AJ8107'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8107
 AJ8107                          STATION RECOVERY (2006)
 AJ8107
 AJ8107'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 AJ8107'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0951 ***********************************************************************
 EK0951  DESIGNATION -  SYCAMORE LOOKOUT TOWER
 EK0951  PID         -  EK0951
 EK0951  STATE/COUNTY-  OK/LE FLORE
 EK0951  COUNTRY     -  US
 EK0951  USGS QUAD   -  BLACKJACK RIDGE (2018)
 EK0951
 EK0951                         *CURRENT SURVEY CONTROL
 EK0951  ______________________________________________________________________
 EK0951* NAD 83(1993) POSITION- 34 46 32.83029(N) 094 53 51.64668(W)   ADJUSTED
 EK0951  ______________________________________________________________________
 EK0951  GEOID HEIGHT    -        -31.660 (meters)                     GEOID18
 EK0951  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 EK0951  HORZ ORDER      -  THIRD
 EK0951
 EK0951.The horizontal coordinates were established by classical geodetic methods
 EK0951.and adjusted by the National Geodetic Survey in November 1994.
 EK0951
 EK0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0951.GEOID18 height accuracy estimate available here.
 EK0951
 EK0951.Click photographs - Photos may exist for this station.
 EK0951
 EK0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0951
 EK0951. The following values were computed from the NAD 83(1993) position.
 EK0951
 EK0951;                    North         East     Units Scale Factor Converg.
 EK0951;SPC OK S     -   164,365.741   883,914.179   MT  0.99994151   +1 45 39.3
 EK0951;SPC OK S     -   539,256.60  2,899,975.10   sFT  0.99994151   +1 45 39.3
 EK0951;UTM  15      - 3,849,819.616   326,351.381   MT  0.99997166   -1 04 57.5
 EK0951
 EK0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2635149819(NAD 83)
 EK0951
 EK0951                          SUPERSEDED SURVEY CONTROL
 EK0951
 EK0951  NAD 83(1986)-  34 46 32.83152(N)    094 53 51.63723(W) AD(       ) 3
 EK0951  NAD 27      -  34 46 32.45900(N)    094 53 50.80100(W) AD(       ) 3
 EK0951
 EK0951.Superseded values are not recommended for survey control.
 EK0951
 EK0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0951.See file dsdata.pdf to determine how the superseded data were derived.
 EK0951
 EK0951_MARKER: 57 = LOOKOUT TOWER
 EK0951
 EK0951  HISTORY     - Date     Condition        Report By
 EK0951  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0951
 EK0951                          STATION DESCRIPTION
 EK0951
 EK0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0951'STATION IS LOCATED ON A HIGH RIDGE OF THE WINDING STAIR
 EK0951'MOUNTAINS OVERLOOKING KIAMICHI VALLEY.  STATION IS ABOUT 30
 EK0951'FEET HIGH AND 12 FEET SQUARE AT BASE.  THE ENTIRE STRUCTURE,
 EK0951'INCLUDING THE OBSERVING CABIN ON TOP THE TOWER, IS OF STEEL
 EK0951'AND THE LEGS ARE SET IN CONCRETE.
 EK0951'
 EK0951'THE POINT INTERSECTED WAS THE CABIN ATOP THE TOWER.
 EK0951'
 EK0951'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE ROUTE
 EK0951'63 IN TALIHINA GO SOUTHEAST AND SOUTH ON U.S. HIGHWAY 271 AND
 EK0951'STATE HIGHWAY 63 FOR 0.6 MILE TO THE JUNCTION OF THE TWO
 EK0951'HIGHWAYS.  TURN LEFT ON STATE ROUTE 63 AND GO EASTERLY FOR
 EK0951'7.8 MILES TO CROSS ROADS.  TURN LEFT AND FOLLOW MAIN GRAVEL
 EK0951'ROAD NORTHERLY FOR 5.6 MILES TO T INTERSECTION.  TURN LEFT
 EK0951'AND GO WESTERLY FOR 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0208 ***********************************************************************
 GK0208  DESIGNATION -  T 10
 GK0208  PID         -  GK0208
 GK0208  STATE/COUNTY-  OK/BEAVER
 GK0208  COUNTRY     -  US
 GK0208  USGS QUAD   -  TURPIN WEST (2018)
 GK0208
 GK0208                         *CURRENT SURVEY CONTROL
 GK0208  ______________________________________________________________________
 GK0208* NAD 83(1986) POSITION- 36 48 18.     (N) 100 52 59.     (W)   SCALED
 GK0208* NAVD 88 ORTHO HEIGHT -   831.936 (meters)     2729.44  (feet) ADJUSTED
 GK0208  ______________________________________________________________________
 GK0208  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 GK0208  DYNAMIC HEIGHT  -        831.105 (meters)     2726.72  (feet) COMP
 GK0208  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 GK0208
 GK0208  VERT ORDER      -  FIRST     CLASS II
 GK0208
 GK0208.The horizontal coordinates were scaled from a map and have
 GK0208.an estimated accuracy of +/- 6 seconds.
 GK0208
 GK0208.The orthometric height was determined by differential leveling and
 GK0208.adjusted by the NATIONAL GEODETIC SURVEY
 GK0208.in June 1991.
 GK0208
 GK0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0208.GEOID18 height accuracy estimate available here.
 GK0208
 GK0208.Click photographs - Photos may exist for this station.
 GK0208
 GK0208.The dynamic height is computed by dividing the NAVD 88
 GK0208.geopotential number by the normal gravity value computed on the
 GK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0208.degrees latitude (g = 980.6199 gals.).
 GK0208
 GK0208.The modeled gravity was interpolated from observed gravity values.
 GK0208
 GK0208;                    North         East    Units  Estimated Accuracy
 GK0208;SPC OK N     -   204,100.      342,760.      MT  (+/- 180 meters Scaled)
 GK0208
 GK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF320748(NAD 83)
 GK0208
 GK0208                          SUPERSEDED SURVEY CONTROL
 GK0208
 GK0208  NGVD 29 (??/??/92)  831.570  (m)         2728.24   (f) ADJ UNCH    1 2
 GK0208
 GK0208.Superseded values are not recommended for survey control.
 GK0208
 GK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0208.See file dsdata.pdf to determine how the superseded data were derived.
 GK0208
 GK0208_MARKER: DB = BENCH MARK DISK
 GK0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0208_STAMPING: T 10 1934
 GK0208_MARK LOGO: CGS
 GK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0208+STABILITY: SURFACE MOTION
 GK0208
 GK0208  HISTORY     - Date     Condition        Report By
 GK0208  HISTORY     - 1934     MONUMENTED       CGS
 GK0208  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0208
 GK0208                          STATION DESCRIPTION
 GK0208
 GK0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0208'19.5 MI S FROM LIBERAL, KS.
 GK0208'4.0 MILES SOUTH OF JUNCTION U.S. HIGHWAY 83 AND U.S. 64 45 FEET WEST
 GK0208'OF THE CENTERLINE OF U.S. HIGHWAY 83.  65 FEET NORTHWEST OF THE
 GK0208'JUNCTION OF HIGHWAY AND SIDE ROAD TO THE WEST.
 GK0208
 GK0208                          STATION RECOVERY (1965)
 GK0208
 GK0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0492 ***********************************************************************
 EK0492  DESIGNATION -  T 100
 EK0492  PID         -  EK0492
 EK0492  STATE/COUNTY-  OK/PUSHMATAHA
 EK0492  COUNTRY     -  US
 EK0492  USGS QUAD   -  RATTAN (2019)
 EK0492
 EK0492                         *CURRENT SURVEY CONTROL
 EK0492  ______________________________________________________________________
 EK0492* NAD 83(1986) POSITION- 34 13 56.     (N) 095 23 00.     (W)   SCALED
 EK0492* NAVD 88 ORTHO HEIGHT -   175.210 (meters)      574.83  (feet) ADJUSTED
 EK0492  ______________________________________________________________________
 EK0492  GEOID HEIGHT    -        -30.454 (meters)                     GEOID18
 EK0492  DYNAMIC HEIGHT  -        175.017 (meters)      574.20  (feet) COMP
 EK0492  MODELED GRAVITY -    979,534.1   (mgal)                       NAVD 88
 EK0492
 EK0492  VERT ORDER      -  SECOND    CLASS 0
 EK0492
 EK0492.The horizontal coordinates were scaled from a map and have
 EK0492.an estimated accuracy of +/- 6 seconds.
 EK0492
 EK0492.The orthometric height was determined by differential leveling and
 EK0492.adjusted by the NATIONAL GEODETIC SURVEY
 EK0492.in June 1991.
 EK0492
 EK0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0492.GEOID18 height accuracy estimate available here.
 EK0492
 EK0492.Click photographs - Photos may exist for this station.
 EK0492
 EK0492.The dynamic height is computed by dividing the NAVD 88
 EK0492.geopotential number by the normal gravity value computed on the
 EK0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0492.degrees latitude (g = 980.6199 gals.).
 EK0492
 EK0492.The modeled gravity was interpolated from observed gravity values.
 EK0492
 EK0492;                    North         East    Units  Estimated Accuracy
 EK0492;SPC OK S     -   102,830.      841,040.      MT  (+/- 180 meters Scaled)
 EK0492
 EK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT804904(NAD 83)
 EK0492
 EK0492                          SUPERSEDED SURVEY CONTROL
 EK0492
 EK0492  NGVD 29 (??/??/92)  175.132  (m)          574.58   (f) ADJ UNCH    2 0
 EK0492
 EK0492.Superseded values are not recommended for survey control.
 EK0492
 EK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0492.See file dsdata.pdf to determine how the superseded data were derived.
 EK0492
 EK0492_MARKER: DB = BENCH MARK DISK
 EK0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0492_STAMPING: T 100 1960
 EK0492_MARK LOGO: CGS
 EK0492_PROJECTION: FLUSH
 EK0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0492+STABILITY: SURFACE MOTION
 EK0492
 EK0492  HISTORY     - Date     Condition        Report By
 EK0492  HISTORY     - 1960     MONUMENTED       CGS
 EK0492  HISTORY     - 1969     GOOD             DOD
 EK0492
 EK0492                          STATION DESCRIPTION
 EK0492
 EK0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0492'3.3 MI NE FROM RATTAN.
 EK0492'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0492'OFFICE AT RATTAN, THENCE 2.8 MILES NORTHEAST ALONG A GRAVELED
 EK0492'ROAD, 0.25 MILE NORTHEAST OF JUNCTION OF A ROAD LEADING NORTH TO
 EK0492'OZZIE COBB LAKE, AT THE JUNCTION OF A ROAD LEADING EAST, IN
 EK0492'SECTION 2, R 18 E, T 4 S, 40 FEET SOUTHEAST OF THE CENTER LINE
 EK0492'OF THE ROAD, 29 FEET SOUTHWEST OF THE ROAD LEADING EAST, 9 1/2
 EK0492'FEET SOUTHEAST OF A 24-INCH OAK TREE, 1.4 FEET NORTHWEST OF A
 EK0492'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 EK0492'OF A CONCRETE POST FLUSH WITH THE GROUND.
 EK0492
 EK0492                          STATION RECOVERY (1969)
 EK0492
 EK0492'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0484 ***********************************************************************
 FK0484  DESIGNATION -  T 103
 FK0484  PID         -  FK0484
 FK0484  STATE/COUNTY-  OK/ROGER MILLS
 FK0484  COUNTRY     -  US
 FK0484  USGS QUAD   -  MACKIE (2018)
 FK0484
 FK0484                         *CURRENT SURVEY CONTROL
 FK0484  ______________________________________________________________________
 FK0484* NAD 83(1986) POSITION- 35 41 17.     (N) 099 47 51.     (W)   SCALED
 FK0484* NAVD 88 ORTHO HEIGHT -   622.540 (meters)     2042.45  (feet) ADJUSTED
 FK0484  ______________________________________________________________________
 FK0484  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 FK0484  DYNAMIC HEIGHT  -        621.881 (meters)     2040.29  (feet) COMP
 FK0484  MODELED GRAVITY -    979,555.9   (mgal)                       NAVD 88
 FK0484
 FK0484  VERT ORDER      -  SECOND    CLASS 0
 FK0484
 FK0484.The horizontal coordinates were scaled from a map and have
 FK0484.an estimated accuracy of +/- 6 seconds.
 FK0484
 FK0484.The orthometric height was determined by differential leveling and
 FK0484.adjusted by the NATIONAL GEODETIC SURVEY
 FK0484.in June 1991.
 FK0484
 FK0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0484.GEOID18 height accuracy estimate available here.
 FK0484
 FK0484.Click photographs - Photos may exist for this station.
 FK0484
 FK0484.The dynamic height is computed by dividing the NAVD 88
 FK0484.geopotential number by the normal gravity value computed on the
 FK0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0484.degrees latitude (g = 980.6199 gals.).
 FK0484
 FK0484.The modeled gravity was interpolated from observed gravity values.
 FK0484
 FK0484;                    North         East    Units  Estimated Accuracy
 FK0484;SPC OK N     -    77,850.      437,310.      MT  (+/- 180 meters Scaled)
 FK0484
 FK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME278496(NAD 83)
 FK0484
 FK0484                          SUPERSEDED SURVEY CONTROL
 FK0484
 FK0484  NGVD 29 (??/??/92)  622.250  (m)         2041.50   (f) ADJ UNCH    2 0
 FK0484
 FK0484.Superseded values are not recommended for survey control.
 FK0484
 FK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0484.See file dsdata.pdf to determine how the superseded data were derived.
 FK0484
 FK0484_MARKER: DB = BENCH MARK DISK
 FK0484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0484_SP_SET: WALL
 FK0484_STAMPING: T 103 1934
 FK0484_MARK LOGO: CGS
 FK0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0484+STABILITY: SURFACE MOTION
 FK0484
 FK0484  HISTORY     - Date     Condition        Report By
 FK0484  HISTORY     - 1934     MONUMENTED       CGS
 FK0484  HISTORY     - 1958     MARK NOT FOUND   USGS
 FK0484
 FK0484                          STATION DESCRIPTION
 FK0484
 FK0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0484'8.3 MILES NORTHEAST OF P. AND SF. RR. STATION AT REYDON 0.2 MILE
 FK0484'SOUTHEAST OF MILEPOST 70, 45 FEET WEST OF NEAREST RAIL OF
 FK0484'PANHANDLE AND SANTA FE MAIN TRACK, AT MACKIE, SET ON EAST SIDE
 FK0484'OF CONCRETE WALL TOP.
 FK0484
 FK0484                          STATION RECOVERY (1958)
 FK0484
 FK0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FK0484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0464 ***********************************************************************
 FK0464  DESIGNATION -  T 104
 FK0464  PID         -  FK0464
 FK0464  STATE/COUNTY-  OK/ELLIS
 FK0464  COUNTRY     -  US
 FK0464  USGS QUAD   -  ROLL NW (2018)
 FK0464
 FK0464                         *CURRENT SURVEY CONTROL
 FK0464  ______________________________________________________________________
 FK0464* NAD 83(1986) POSITION- 35 54 28.     (N) 099 44 41.     (W)   SCALED
 FK0464* NAVD 88 ORTHO HEIGHT -   690.992 (meters)     2267.03  (feet) ADJUSTED
 FK0464  ______________________________________________________________________
 FK0464  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 FK0464  DYNAMIC HEIGHT  -        690.271 (meters)     2264.66  (feet) COMP
 FK0464  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 FK0464
 FK0464  VERT ORDER      -  SECOND    CLASS 0
 FK0464
 FK0464.The horizontal coordinates were scaled from a map and have
 FK0464.an estimated accuracy of +/- 6 seconds.
 FK0464
 FK0464.The orthometric height was determined by differential leveling and
 FK0464.adjusted by the NATIONAL GEODETIC SURVEY
 FK0464.in June 1991.
 FK0464
 FK0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0464.GEOID18 height accuracy estimate available here.
 FK0464
 FK0464.Click photographs - Photos may exist for this station.
 FK0464
 FK0464.The dynamic height is computed by dividing the NAVD 88
 FK0464.geopotential number by the normal gravity value computed on the
 FK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0464.degrees latitude (g = 980.6199 gals.).
 FK0464
 FK0464.The modeled gravity was interpolated from observed gravity values.
 FK0464
 FK0464;                    North         East    Units  Estimated Accuracy
 FK0464;SPC OK N     -   102,140.      442,520.      MT  (+/- 180 meters Scaled)
 FK0464
 FK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME328739(NAD 83)
 FK0464
 FK0464                          SUPERSEDED SURVEY CONTROL
 FK0464
 FK0464  NGVD 29 (??/??/92)  690.689  (m)         2266.04   (f) ADJ UNCH    2 0
 FK0464
 FK0464.Superseded values are not recommended for survey control.
 FK0464
 FK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0464.See file dsdata.pdf to determine how the superseded data were derived.
 FK0464
 FK0464_MARKER: DB = BENCH MARK DISK
 FK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0464_STAMPING: T 104 1934
 FK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0464+STABILITY: SURFACE MOTION
 FK0464
 FK0464  HISTORY     - Date     Condition        Report By
 FK0464  HISTORY     - 1934     MONUMENTED       CGS
 FK0464  HISTORY     - 1964     MARK NOT FOUND   USGS
 FK0464
 FK0464                          STATION DESCRIPTION
 FK0464
 FK0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0464'16.7 MI SE FROM ARNETT.
 FK0464'16.7 MILES SOUTHEAST OF ELLIS CO. COURTHOUSE AT ARNETT 0.5 MILE
 FK0464'NORTH OF CURVE IN HIGHWAY.  35 FEET EAST OF CENTERLINE OF U.S.
 FK0464'HIGHWAY 283, AND ACROSS THE ROAD FROM RIPRAPPED SANDBANK.
 FK0464
 FK0464                          STATION RECOVERY (1964)
 FK0464
 FK0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FK0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0267 ***********************************************************************
 GJ0267  DESIGNATION -  T 105
 GJ0267  PID         -  GJ0267
 GJ0267  STATE/COUNTY-  OK/WOODWARD
 GJ0267  COUNTRY     -  US
 GJ0267  USGS QUAD   -  WOODWARD (2018)
 GJ0267
 GJ0267                         *CURRENT SURVEY CONTROL
 GJ0267  ______________________________________________________________________
 GJ0267* NAD 83(1986) POSITION- 36 26 52.     (N) 099 24 26.     (W)   SCALED
 GJ0267* NAVD 88 ORTHO HEIGHT -   580.387 (meters)     1904.15  (feet) ADJUSTED
 GJ0267  ______________________________________________________________________
 GJ0267  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GJ0267  DYNAMIC HEIGHT  -        579.825 (meters)     1902.31  (feet) COMP
 GJ0267  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 GJ0267
 GJ0267  VERT ORDER      -  SECOND    CLASS 0
 GJ0267
 GJ0267.The horizontal coordinates were scaled from a map and have
 GJ0267.an estimated accuracy of +/- 6 seconds.
 GJ0267
 GJ0267.The orthometric height was determined by differential leveling and
 GJ0267.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0267.in June 1991.
 GJ0267
 GJ0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0267.GEOID18 height accuracy estimate available here.
 GJ0267
 GJ0267.Click photographs - Photos may exist for this station.
 GJ0267
 GJ0267.The dynamic height is computed by dividing the NAVD 88
 GJ0267.geopotential number by the normal gravity value computed on the
 GJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0267.degrees latitude (g = 980.6199 gals.).
 GJ0267
 GJ0267.The modeled gravity was interpolated from observed gravity values.
 GJ0267
 GJ0267;                    North         East    Units  Estimated Accuracy
 GJ0267;SPC OK N     -   161,550.      473,850.      MT  (+/- 180 meters Scaled)
 GJ0267
 GJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF635336(NAD 83)
 GJ0267
 GJ0267                          SUPERSEDED SURVEY CONTROL
 GJ0267
 GJ0267  NGVD 29 (??/??/92)  580.133  (m)         1903.32   (f) ADJ UNCH    2 0
 GJ0267
 GJ0267.Superseded values are not recommended for survey control.
 GJ0267
 GJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0267.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0267
 GJ0267_MARKER: DB = BENCH MARK DISK
 GJ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0267_STAMPING: T 105 1934
 GJ0267_MARK LOGO: CGS
 GJ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0267+STABILITY: SURFACE MOTION
 GJ0267
 GJ0267  HISTORY     - Date     Condition        Report By
 GJ0267  HISTORY     - 1934     MONUMENTED       CGS
 GJ0267
 GJ0267                          STATION DESCRIPTION
 GJ0267
 GJ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0267'1.4 MI NW FROM WOODWARD.
 GJ0267'1.4 MILES NORTHWEST OF AT. AND SF. RR. STATION AT WOODWARD
 GJ0267'66 FEET EAST OF ROAD CROSSING MISSOURI KANSAS AND TEXAS RAILROAD
 GJ0267'TRACK, 30 FEET NORTH OF CENTER LINE OF ROAD, 27 FEET WEST
 GJ0267'AND ON OPPOSITE SIDE OF TRACK OF 2ND. POST WEST OF MILEPOST
 GJ0267'221, 22 FEET SOUTH OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0376 ***********************************************************************
 GJ0376  DESIGNATION -  T 106
 GJ0376  PID         -  GJ0376
 GJ0376  STATE/COUNTY-  OK/HARPER
 GJ0376  COUNTRY     -  US
 GJ0376  USGS QUAD   -  ROSSTON (2018)
 GJ0376
 GJ0376                         *CURRENT SURVEY CONTROL
 GJ0376  ______________________________________________________________________
 GJ0376* NAD 83(1986) POSITION- 36 46 20.     (N) 099 54 30.     (W)   SCALED
 GJ0376* NAVD 88 ORTHO HEIGHT -   646.005 (meters)     2119.43  (feet) ADJUSTED
 GJ0376  ______________________________________________________________________
 GJ0376  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 GJ0376  DYNAMIC HEIGHT  -        645.395 (meters)     2117.43  (feet) COMP
 GJ0376  MODELED GRAVITY -    979,667.5   (mgal)                       NAVD 88
 GJ0376
 GJ0376  VERT ORDER      -  SECOND    CLASS 0
 GJ0376
 GJ0376.The horizontal coordinates were scaled from a map and have
 GJ0376.an estimated accuracy of +/- 6 seconds.
 GJ0376
 GJ0376.The orthometric height was determined by differential leveling and
 GJ0376.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0376.in June 1991.
 GJ0376
 GJ0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0376.GEOID18 height accuracy estimate available here.
 GJ0376
 GJ0376.Click photographs - Photos may exist for this station.
 GJ0376
 GJ0376.The dynamic height is computed by dividing the NAVD 88
 GJ0376.geopotential number by the normal gravity value computed on the
 GJ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0376.degrees latitude (g = 980.6199 gals.).
 GJ0376
 GJ0376.The modeled gravity was interpolated from observed gravity values.
 GJ0376
 GJ0376;                    North         East    Units  Estimated Accuracy
 GJ0376;SPC OK N     -   198,310.      429,640.      MT  (+/- 180 meters Scaled)
 GJ0376
 GJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF189699(NAD 83)
 GJ0376
 GJ0376                          SUPERSEDED SURVEY CONTROL
 GJ0376
 GJ0376  NGVD 29 (??/??/92)  645.721  (m)         2118.50   (f) ADJ UNCH    2 0
 GJ0376
 GJ0376.Superseded values are not recommended for survey control.
 GJ0376
 GJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0376.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0376
 GJ0376_MARKER: DB = BENCH MARK DISK
 GJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0376_STAMPING: T 106 1934
 GJ0376_MARK LOGO: CGS
 GJ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0376+STABILITY: SURFACE MOTION
 GJ0376
 GJ0376  HISTORY     - Date     Condition        Report By
 GJ0376  HISTORY     - 1934     MONUMENTED       CGS
 GJ0376
 GJ0376                          STATION DESCRIPTION
 GJ0376
 GJ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0376'3.2 MI SE FROM ROSSTON.
 GJ0376'0.25 MILE NORTH OF MILE POLE 260.  40 FEET EAST OF NEAREST RAIL OF
 GJ0376'MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  12 FEET NORTH OF GATE
 GJ0376'IN PROPERTY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0230 ***********************************************************************
 GK0230  DESIGNATION -  T 107
 GK0230  PID         -  GK0230
 GK0230  STATE/COUNTY-  OK/BEAVER
 GK0230  COUNTRY     -  US
 GK0230  USGS QUAD   -  FORGAN (2018)
 GK0230
 GK0230                         *CURRENT SURVEY CONTROL
 GK0230  ______________________________________________________________________
 GK0230* NAD 83(1986) POSITION- 36 53 05.     (N) 100 34 02.     (W)   SCALED
 GK0230* NAVD 88 ORTHO HEIGHT -   803.461 (meters)     2636.02  (feet) ADJUSTED
 GK0230  ______________________________________________________________________
 GK0230  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 GK0230  DYNAMIC HEIGHT  -        802.684 (meters)     2633.47  (feet) COMP
 GK0230  MODELED GRAVITY -    979,638.0   (mgal)                       NAVD 88
 GK0230
 GK0230  VERT ORDER      -  SECOND    CLASS 0
 GK0230
 GK0230.The horizontal coordinates were scaled from a map and have
 GK0230.an estimated accuracy of +/- 6 seconds.
 GK0230
 GK0230.The orthometric height was determined by differential leveling and
 GK0230.adjusted by the NATIONAL GEODETIC SURVEY
 GK0230.in June 1991.
 GK0230
 GK0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0230.GEOID18 height accuracy estimate available here.
 GK0230
 GK0230.Click photographs - Photos may exist for this station.
 GK0230
 GK0230.The dynamic height is computed by dividing the NAVD 88
 GK0230.geopotential number by the normal gravity value computed on the
 GK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0230.degrees latitude (g = 980.6199 gals.).
 GK0230
 GK0230.The modeled gravity was interpolated from observed gravity values.
 GK0230
 GK0230;                    North         East    Units  Estimated Accuracy
 GK0230;SPC OK N     -   212,150.      371,160.      MT  (+/- 180 meters Scaled)
 GK0230
 GK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF603832(NAD 83)
 GK0230
 GK0230                          SUPERSEDED SURVEY CONTROL
 GK0230
 GK0230  NGVD 29 (??/??/92)  803.133  (m)         2634.95   (f) ADJ UNCH    2 0
 GK0230
 GK0230.Superseded values are not recommended for survey control.
 GK0230
 GK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0230.See file dsdata.pdf to determine how the superseded data were derived.
 GK0230
 GK0230_MARKER: DB = BENCH MARK DISK
 GK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0230_STAMPING: T 107 1934
 GK0230_MARK LOGO: CGS
 GK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0230+STABILITY: SURFACE MOTION
 GK0230
 GK0230  HISTORY     - Date     Condition        Report By
 GK0230  HISTORY     - 1934     MONUMENTED       CGS
 GK0230  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0230
 GK0230                          STATION DESCRIPTION
 GK0230
 GK0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0230'2.7 MI W FROM FORGAN.
 GK0230'2.7 MILES WEST OF FORGAN M.K. AND T. RR. STATION 80 FEET SOUTH OF
 GK0230'ELEVENTH POLE WEST OF MILE POLE 9. 45 FEET SOUTH OF BEAVER MEADE AND
 GK0230'ENGLEWOOD RAILWAY TRACK.  35 FEET WEST SECTION LINE ROAD.
 GK0230
 GK0230                          STATION RECOVERY (1973)
 GK0230
 GK0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0230'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0195 ***********************************************************************
 GJ0195  DESIGNATION -  T 108
 GJ0195  PID         -  GJ0195
 GJ0195  STATE/COUNTY-  OK/HARPER
 GJ0195  COUNTRY     -  US
 GJ0195  USGS QUAD   -  SELMAN (2018)
 GJ0195
 GJ0195                         *CURRENT SURVEY CONTROL
 GJ0195  ______________________________________________________________________
 GJ0195* NAD 83(1986) POSITION- 36 47 29.     (N) 099 27 25.     (W)   SCALED
 GJ0195* NAVD 88 ORTHO HEIGHT -   509.181 (meters)     1670.54  (feet) ADJUSTED
 GJ0195  ______________________________________________________________________
 GJ0195  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 GJ0195  DYNAMIC HEIGHT  -        508.710 (meters)     1668.99  (feet) COMP
 GJ0195  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 GJ0195
 GJ0195  VERT ORDER      -  SECOND    CLASS 0
 GJ0195
 GJ0195.The horizontal coordinates were scaled from a map and have
 GJ0195.an estimated accuracy of +/- 6 seconds.
 GJ0195
 GJ0195.The orthometric height was determined by differential leveling and
 GJ0195.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0195.in June 1991.
 GJ0195
 GJ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0195.GEOID18 height accuracy estimate available here.
 GJ0195
 GJ0195.Click photographs - Photos may exist for this station.
 GJ0195
 GJ0195.The dynamic height is computed by dividing the NAVD 88
 GJ0195.geopotential number by the normal gravity value computed on the
 GJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0195.degrees latitude (g = 980.6199 gals.).
 GJ0195
 GJ0195.The modeled gravity was interpolated from observed gravity values.
 GJ0195
 GJ0195;                    North         East    Units  Estimated Accuracy
 GJ0195;SPC OK N     -   199,740.      469,970.      MT  (+/- 180 meters Scaled)
 GJ0195
 GJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF592718(NAD 83)
 GJ0195
 GJ0195                          SUPERSEDED SURVEY CONTROL
 GJ0195
 GJ0195  NGVD 29 (??/??/92)  508.921  (m)         1669.69   (f) ADJ UNCH    2 0
 GJ0195
 GJ0195.Superseded values are not recommended for survey control.
 GJ0195
 GJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0195.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0195
 GJ0195_MARKER: DB = BENCH MARK DISK
 GJ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0195_STAMPING: T 108 1934
 GJ0195_MARK LOGO: CGS
 GJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0195+STABILITY: SURFACE MOTION
 GJ0195
 GJ0195  HISTORY     - Date     Condition        Report By
 GJ0195  HISTORY     - 1934     MONUMENTED       CGS
 GJ0195
 GJ0195                          STATION DESCRIPTION
 GJ0195
 GJ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0195'2 MI SE FROM SELMAN.
 GJ0195'2.0 MILES SOUTHEAST OF A.T. AND SF. RR. STATION AT SELMAN 0.2
 GJ0195'MILE SOUTHEAST OF MILEPOST 42, 400 FEET WEST OF ATCHISON TOPEKA
 GJ0195'AND SANTA FE RAILROAD BRIDGE 41 A, 42 FEET SOUTH OF NEAREST
 GJ0195'RAIL OF TRACK, 10 FEET WEST OF AND INSIDE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0212 ***********************************************************************
 GJ0212  DESIGNATION -  T 109
 GJ0212  PID         -  GJ0212
 GJ0212  STATE/COUNTY-  OK/WOODS
 GJ0212  COUNTRY     -  US
 GJ0212  USGS QUAD   -  FREEDOM (2018)
 GJ0212
 GJ0212                         *CURRENT SURVEY CONTROL
 GJ0212  ______________________________________________________________________
 GJ0212* NAD 83(1986) POSITION- 36 48 13.     (N) 099 06 54.     (W)   SCALED
 GJ0212* NAVD 88 ORTHO HEIGHT -   484.017 (meters)     1587.98  (feet) ADJUSTED
 GJ0212  ______________________________________________________________________
 GJ0212  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0212  DYNAMIC HEIGHT  -        483.576 (meters)     1586.53  (feet) COMP
 GJ0212  MODELED GRAVITY -    979,707.4   (mgal)                       NAVD 88
 GJ0212
 GJ0212  VERT ORDER      -  SECOND    CLASS 0
 GJ0212
 GJ0212.The horizontal coordinates were scaled from a map and have
 GJ0212.an estimated accuracy of +/- 6 seconds.
 GJ0212
 GJ0212.The orthometric height was determined by differential leveling and
 GJ0212.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0212.in June 1991.
 GJ0212
 GJ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0212.GEOID18 height accuracy estimate available here.
 GJ0212
 GJ0212.Click photographs - Photos may exist for this station.
 GJ0212
 GJ0212.The dynamic height is computed by dividing the NAVD 88
 GJ0212.geopotential number by the normal gravity value computed on the
 GJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0212.degrees latitude (g = 980.6199 gals.).
 GJ0212
 GJ0212.The modeled gravity was interpolated from observed gravity values.
 GJ0212
 GJ0212;                    North         East    Units  Estimated Accuracy
 GJ0212;SPC OK N     -   200,690.      500,500.      MT  (+/- 180 meters Scaled)
 GJ0212
 GJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF897730(NAD 83)
 GJ0212
 GJ0212                          SUPERSEDED SURVEY CONTROL
 GJ0212
 GJ0212  NGVD 29 (??/??/92)  483.782  (m)         1587.21   (f) ADJ UNCH    2 0
 GJ0212
 GJ0212.Superseded values are not recommended for survey control.
 GJ0212
 GJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0212.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0212
 GJ0212_MARKER: DB = BENCH MARK DISK
 GJ0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0212_SP_SET: BRIDGE
 GJ0212_STAMPING: T 109 1934
 GJ0212_MARK LOGO: CGS
 GJ0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0212
 GJ0212  HISTORY     - Date     Condition        Report By
 GJ0212  HISTORY     - 1934     MONUMENTED       CGS
 GJ0212  HISTORY     - 1973     GOOD
 GJ0212
 GJ0212                          STATION DESCRIPTION
 GJ0212
 GJ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0212'2.6 MI NW FROM FREEDOM.
 GJ0212'2.6 MILES NORTHWEST OF FREEDOM A.T. S.F.RR. STATION 0.2 MILE
 GJ0212'SOUTH OF JUNCTION OF U.S. HIGHWAY 64 AND OKLAHOMA STATE HIGHWAY
 GJ0212'50.  ON NORTH END OF EAST HEADWALL OF OKLAHOMA STATE HIGHWAY
 GJ0212'50, CONCRETE BRIDGE OVER CREEK.
 GJ0212
 GJ0212                          STATION RECOVERY (1973)
 GJ0212
 GJ0212'RECOVERED 1973
 GJ0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0154 ***********************************************************************
 GJ0154  DESIGNATION -  T 110
 GJ0154  PID         -  GJ0154
 GJ0154  STATE/COUNTY-  OK/WOODS
 GJ0154  COUNTRY     -  US
 GJ0154  USGS QUAD   -  ALVA SE (2018)
 GJ0154
 GJ0154                         *CURRENT SURVEY CONTROL
 GJ0154  ______________________________________________________________________
 GJ0154* NAD 83(1986) POSITION- 36 52 03.     (N) 098 35 38.     (W)   SCALED
 GJ0154* NAVD 88 ORTHO HEIGHT -   397.301 (meters)     1303.48  (feet) ADJUSTED
 GJ0154  ______________________________________________________________________
 GJ0154  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 GJ0154  DYNAMIC HEIGHT  -        396.953 (meters)     1302.34  (feet) COMP
 GJ0154  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 GJ0154
 GJ0154  VERT ORDER      -  SECOND    CLASS 0
 GJ0154
 GJ0154.The horizontal coordinates were scaled from a map and have
 GJ0154.an estimated accuracy of +/- 6 seconds.
 GJ0154
 GJ0154.The orthometric height was determined by differential leveling and
 GJ0154.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0154.in June 1991.
 GJ0154
 GJ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0154.GEOID18 height accuracy estimate available here.
 GJ0154
 GJ0154.Click photographs - Photos may exist for this station.
 GJ0154
 GJ0154.The dynamic height is computed by dividing the NAVD 88
 GJ0154.geopotential number by the normal gravity value computed on the
 GJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0154.degrees latitude (g = 980.6199 gals.).
 GJ0154
 GJ0154.The modeled gravity was interpolated from observed gravity values.
 GJ0154
 GJ0154;                    North         East    Units  Estimated Accuracy
 GJ0154;SPC OK N     -   207,380.      547,050.      MT  (+/- 180 meters Scaled)
 GJ0154
 GJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF361802(NAD 83)
 GJ0154
 GJ0154                          SUPERSEDED SURVEY CONTROL
 GJ0154
 GJ0154  NGVD 29 (??/??/92)  397.112  (m)         1302.86   (f) ADJ UNCH    2 0
 GJ0154
 GJ0154.Superseded values are not recommended for survey control.
 GJ0154
 GJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0154.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0154
 GJ0154_MARKER: DB = BENCH MARK DISK
 GJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0154_STAMPING: T 110 1934
 GJ0154_MARK LOGO: CGS
 GJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0154+STABILITY: SURFACE MOTION
 GJ0154
 GJ0154  HISTORY     - Date     Condition        Report By
 GJ0154  HISTORY     - 1934     MONUMENTED       CGS
 GJ0154  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0154
 GJ0154                          STATION DESCRIPTION
 GJ0154
 GJ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0154'2.3 MI SW FROM CAPRON.
 GJ0154'2.3 MILES SOUTHWEST OF CAPRON A.T. AND SF. RR. STATION 120
 GJ0154'FEET NORTHWEST OF 14TH. POLE NORTHEAST OF MILEPOST 319, 90
 GJ0154'FEET NORTH OF RAILROAD AND SECTION LINE ROAD, 57 FEET NORTHWEST
 GJ0154'OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK.
 GJ0154
 GJ0154                          STATION RECOVERY (1968)
 GJ0154
 GJ0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0003 ***********************************************************************
 GJ0003  DESIGNATION -  T 111
 GJ0003  PID         -  GJ0003
 GJ0003  STATE/COUNTY-  OK/ALFALFA
 GJ0003  COUNTRY     -  US
 GJ0003  USGS QUAD   -  CARMEN (2018)
 GJ0003
 GJ0003                         *CURRENT SURVEY CONTROL
 GJ0003  ______________________________________________________________________
 GJ0003* NAD 83(1986) POSITION- 36 33 01.     (N) 098 27 10.     (W)   SCALED
 GJ0003* NAVD 88 ORTHO HEIGHT -   397.931 (meters)     1305.55  (feet) ADJUSTED
 GJ0003  ______________________________________________________________________
 GJ0003  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 GJ0003  DYNAMIC HEIGHT  -        397.578 (meters)     1304.39  (feet) COMP
 GJ0003  MODELED GRAVITY -    979,733.5   (mgal)                       NAVD 88
 GJ0003
 GJ0003  VERT ORDER      -  SECOND    CLASS 0
 GJ0003
 GJ0003.The horizontal coordinates were scaled from a map and have
 GJ0003.an estimated accuracy of +/- 6 seconds.
 GJ0003
 GJ0003.The orthometric height was determined by differential leveling and
 GJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0003.in June 1991.
 GJ0003
 GJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0003.GEOID18 height accuracy estimate available here.
 GJ0003
 GJ0003.Click photographs - Photos may exist for this station.
 GJ0003
 GJ0003.The dynamic height is computed by dividing the NAVD 88
 GJ0003.geopotential number by the normal gravity value computed on the
 GJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0003.degrees latitude (g = 980.6199 gals.).
 GJ0003
 GJ0003.The modeled gravity was interpolated from observed gravity values.
 GJ0003
 GJ0003;                    North         East    Units  Estimated Accuracy
 GJ0003;SPC OK N     -   172,110.      559,460.      MT  (+/- 180 meters Scaled)
 GJ0003
 GJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF489451(NAD 83)
 GJ0003
 GJ0003                          SUPERSEDED SURVEY CONTROL
 GJ0003
 GJ0003  NGVD 29 (??/??/92)  397.767  (m)         1305.01   (f) ADJ UNCH    2 0
 GJ0003
 GJ0003.Superseded values are not recommended for survey control.
 GJ0003
 GJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0003
 GJ0003_MARKER: DB = BENCH MARK DISK
 GJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0003_STAMPING: T 111 1935
 GJ0003_MARK LOGO: CGS
 GJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0003+STABILITY: SURFACE MOTION
 GJ0003
 GJ0003  HISTORY     - Date     Condition        Report By
 GJ0003  HISTORY     - 1935     MONUMENTED       CGS
 GJ0003
 GJ0003                          STATION DESCRIPTION
 GJ0003
 GJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0003'2 MI S FROM CARMEN.
 GJ0003'2.0 MILES SOUTH OF A.T. AND SF. RR. STATION AT CARMEN, 0.25
 GJ0003'MILE SOUTH OF ATCHISON TOPEKA AND SANTA FE RAILROAD BRIDGE,
 GJ0003'316.3, 36 FEET EAST OF NEAREST RAIL OF TRACK, 28 FEET NORTH OF
 GJ0003'OLD SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0119 ***********************************************************************
 GJ0119  DESIGNATION -  T 113
 GJ0119  PID         -  GJ0119
 GJ0119  STATE/COUNTY-  OK/MAJOR
 GJ0119  COUNTRY     -  US
 GJ0119  USGS QUAD   -  GLASS MOUNTAINS (2018)
 GJ0119
 GJ0119                         *CURRENT SURVEY CONTROL
 GJ0119  ______________________________________________________________________
 GJ0119* NAD 83(1986) POSITION- 36 21 44.     (N) 098 37 22.     (W)   SCALED
 GJ0119* NAVD 88 ORTHO HEIGHT -   401.196 (meters)     1316.26  (feet) ADJUSTED
 GJ0119  ______________________________________________________________________
 GJ0119  GEOID HEIGHT    -        -27.772 (meters)                     GEOID18
 GJ0119  DYNAMIC HEIGHT  -        400.833 (meters)     1315.07  (feet) COMP
 GJ0119  MODELED GRAVITY -    979,713.7   (mgal)                       NAVD 88
 GJ0119
 GJ0119  VERT ORDER      -  SECOND    CLASS 0
 GJ0119
 GJ0119.The horizontal coordinates were scaled from a map and have
 GJ0119.an estimated accuracy of +/- 6 seconds.
 GJ0119
 GJ0119.The orthometric height was determined by differential leveling and
 GJ0119.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0119.in June 1991.
 GJ0119
 GJ0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0119.GEOID18 height accuracy estimate available here.
 GJ0119
 GJ0119.Click photographs - Photos may exist for this station.
 GJ0119
 GJ0119.The dynamic height is computed by dividing the NAVD 88
 GJ0119.geopotential number by the normal gravity value computed on the
 GJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0119.degrees latitude (g = 980.6199 gals.).
 GJ0119
 GJ0119.The modeled gravity was interpolated from observed gravity values.
 GJ0119
 GJ0119;                    North         East    Units  Estimated Accuracy
 GJ0119;SPC OK N     -   151,320.      544,110.      MT  (+/- 180 meters Scaled)
 GJ0119
 GJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF338241(NAD 83)
 GJ0119
 GJ0119                          SUPERSEDED SURVEY CONTROL
 GJ0119
 GJ0119  NGVD 29 (??/??/92)  401.020  (m)         1315.68   (f) ADJ UNCH    2 0
 GJ0119
 GJ0119.Superseded values are not recommended for survey control.
 GJ0119
 GJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0119.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0119
 GJ0119_MARKER: DB = BENCH MARK DISK
 GJ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0119_STAMPING: T 113 1935
 GJ0119_MARK LOGO: CGS
 GJ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0119+STABILITY: SURFACE MOTION
 GJ0119
 GJ0119  HISTORY     - Date     Condition        Report By
 GJ0119  HISTORY     - 1935     MONUMENTED       CGS
 GJ0119
 GJ0119                          STATION DESCRIPTION
 GJ0119
 GJ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0119'8.3 MI W FROM ORIENTA.
 GJ0119'8.3 MILES WEST OF SANTA FE STATION AT ORIENTA 0.2 MILE WEST OF
 GJ0119'CONCRETE BRIDGE OVER CREEK, 50 FEET NORTH OF CENTER LINE OF STATE
 GJ0119'HIGHWAY 15, 36 FEET EAST OF CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0065 ***********************************************************************
 FK0065  DESIGNATION -  T 114
 FK0065  PID         -  FK0065
 FK0065  STATE/COUNTY-  OK/BLAINE
 FK0065  COUNTRY     -  US
 FK0065  USGS QUAD   -  OMEGA (2018)
 FK0065
 FK0065                         *CURRENT SURVEY CONTROL
 FK0065  ______________________________________________________________________
 FK0065* NAD 83(1986) POSITION- 35 50 28.     (N) 098 13 29.     (W)   SCALED
 FK0065* NAVD 88 ORTHO HEIGHT -   365.251 (meters)     1198.33  (feet) ADJUSTED
 FK0065  ______________________________________________________________________
 FK0065  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 FK0065  DYNAMIC HEIGHT  -        364.914 (meters)     1197.22  (feet) COMP
 FK0065  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 FK0065
 FK0065  VERT ORDER      -  SECOND    CLASS 0
 FK0065
 FK0065.The horizontal coordinates were scaled from a map and have
 FK0065.an estimated accuracy of +/- 6 seconds.
 FK0065
 FK0065.The orthometric height was determined by differential leveling and
 FK0065.adjusted by the NATIONAL GEODETIC SURVEY
 FK0065.in June 1991.
 FK0065
 FK0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0065.GEOID18 height accuracy estimate available here.
 FK0065
 FK0065.Click photographs - Photos may exist for this station.
 FK0065
 FK0065.The dynamic height is computed by dividing the NAVD 88
 FK0065.geopotential number by the normal gravity value computed on the
 FK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0065.degrees latitude (g = 980.6199 gals.).
 FK0065
 FK0065.The modeled gravity was interpolated from observed gravity values.
 FK0065
 FK0065;                    North         East    Units  Estimated Accuracy
 FK0065;SPC OK N     -    93,350.      579,700.      MT  (+/- 180 meters Scaled)
 FK0065
 FK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE700666(NAD 83)
 FK0065
 FK0065                          SUPERSEDED SURVEY CONTROL
 FK0065
 FK0065  NGVD 29 (??/??/92)  365.094  (m)         1197.81   (f) ADJ UNCH    2 0
 FK0065
 FK0065.Superseded values are not recommended for survey control.
 FK0065
 FK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0065.See file dsdata.pdf to determine how the superseded data were derived.
 FK0065
 FK0065_MARKER: DB = BENCH MARK DISK
 FK0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0065_STAMPING: T 114 1935
 FK0065_MARK LOGO: CGS
 FK0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0065+STABILITY: SURFACE MOTION
 FK0065
 FK0065  HISTORY     - Date     Condition        Report By
 FK0065  HISTORY     - 1935     MONUMENTED       CGS
 FK0065  HISTORY     - 19951115 MARK NOT FOUND   OKDOT
 FK0065
 FK0065                          STATION DESCRIPTION
 FK0065
 FK0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0065'10.6 MI E FROM WATONGA.
 FK0065'30 FEET EAST OF CENTER LINE OF SECTION LINE ROAD, 30 FEET NORTH
 FK0065'OF CENTER LINE OF STATE HIGHWAY 33, OUTSIDE OF FENCE LINE.
 FK0065
 FK0065                          STATION RECOVERY (1995)
 FK0065
 FK0065'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0372 ***********************************************************************
 GL0372  DESIGNATION -  T 12
 GL0372  PID         -  GL0372
 GL0372  STATE/COUNTY-  OK/CIMARRON
 GL0372  COUNTRY     -  US
 GL0372  USGS QUAD   -  KENTON SE (2018)
 GL0372
 GL0372                         *CURRENT SURVEY CONTROL
 GL0372  ______________________________________________________________________
 GL0372* NAD 83(1986) POSITION- 36 46 34.4    (N) 102 48 19.6    (W)   HD_HELD2
 GL0372* NAVD 88 ORTHO HEIGHT -  1365.686 (meters)     4480.59  (feet) ADJUSTED
 GL0372  ______________________________________________________________________
 GL0372  GEOID HEIGHT    -        -23.009 (meters)                     GEOID18
 GL0372  DYNAMIC HEIGHT  -       1364.151 (meters)     4475.55  (feet) COMP
 GL0372  MODELED GRAVITY -    979,459.8   (mgal)                       NAVD 88
 GL0372
 GL0372  VERT ORDER      -  SECOND    CLASS 0
 GL0372
 GL0372.The horizontal coordinates were established by autonomous hand held GPS
 GL0372.observations and have an estimated accuracy of +/- 10 meters.
 GL0372
 GL0372.The orthometric height was determined by differential leveling and
 GL0372.adjusted by the NATIONAL GEODETIC SURVEY
 GL0372.in June 1991.
 GL0372
 GL0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0372.GEOID18 height accuracy estimate available here.
 GL0372
 GL0372.Click photographs - Photos may exist for this station.
 GL0372
 GL0372.The dynamic height is computed by dividing the NAVD 88
 GL0372.geopotential number by the normal gravity value computed on the
 GL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0372.degrees latitude (g = 980.6199 gals.).
 GL0372
 GL0372.The modeled gravity was interpolated from observed gravity values.
 GL0372
 GL0372;                    North         East    Units  Estimated Accuracy
 GL0372;SPC OK N     -   207,698.      171,184.      MT  (+/- 10 meters HH2 GPS)
 GL0372
 GL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9584772294(NAD 83)
 GL0372
 GL0372                          SUPERSEDED SURVEY CONTROL
 GL0372
 GL0372.No superseded survey control is available for this station.
 GL0372
 GL0372_MARKER: DB = BENCH MARK DISK
 GL0372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GL0372_STAMPING: T 12 1939
 GL0372_MARK LOGO: CGS
 GL0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0372
 GL0372  HISTORY     - Date     Condition        Report By
 GL0372  HISTORY     - 1939     MONUMENTED       CGS
 GL0372
 GL0372                          STATION DESCRIPTION
 GL0372
 GL0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0372'9.1 MI NE FROM WHEELESS.
 GL0372'9.1 MILES NORTHEAST OF BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  120
 GL0372'FEET WEST OF CENTER-LINE OF HIGHWAY.  ABOUT 0.3 MILES NORTH OF A DRAW
 GL0372'AND A CURVE IN THE HIGHWAY.  AT THE TOP OF A GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0356 ***********************************************************************
 GH0356  DESIGNATION -  T 130
 GH0356  PID         -  GH0356
 GH0356  STATE/COUNTY-  OK/NOBLE
 GH0356  COUNTRY     -  US
 GH0356  USGS QUAD   -  RED ROCK (2018)
 GH0356
 GH0356                         *CURRENT SURVEY CONTROL
 GH0356  ______________________________________________________________________
 GH0356* NAD 83(1986) POSITION- 36 28 40.     (N) 097 10 27.     (W)   SCALED
 GH0356* NAVD 88 ORTHO HEIGHT -   269.942 (meters)      885.63  (feet) ADJUSTED
 GH0356  ______________________________________________________________________
 GH0356  GEOID HEIGHT    -        -28.657 (meters)                     GEOID18
 GH0356  DYNAMIC HEIGHT  -        269.706 (meters)      884.86  (feet) COMP
 GH0356  MODELED GRAVITY -    979,752.1   (mgal)                       NAVD 88
 GH0356
 GH0356  VERT ORDER      -  SECOND    CLASS 0
 GH0356
 GH0356.The horizontal coordinates were scaled from a map and have
 GH0356.an estimated accuracy of +/- 6 seconds.
 GH0356
 GH0356.The orthometric height was determined by differential leveling and
 GH0356.adjusted by the NATIONAL GEODETIC SURVEY
 GH0356.in June 1991.
 GH0356
 GH0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0356.GEOID18 height accuracy estimate available here.
 GH0356
 GH0356.Click photographs - Photos may exist for this station.
 GH0356
 GH0356.The dynamic height is computed by dividing the NAVD 88
 GH0356.geopotential number by the normal gravity value computed on the
 GH0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0356.degrees latitude (g = 980.6199 gals.).
 GH0356
 GH0356.The modeled gravity was interpolated from observed gravity values.
 GH0356
 GH0356;                    North         East    Units  Estimated Accuracy
 GH0356;SPC OK N     -   164,280.      674,010.      MT  (+/- 180 meters Scaled)
 GH0356
 GH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF635384(NAD 83)
 GH0356
 GH0356                          SUPERSEDED SURVEY CONTROL
 GH0356
 GH0356  NGVD 29 (??/??/92)  269.818  (m)          885.23   (f) ADJ UNCH    2 0
 GH0356
 GH0356.Superseded values are not recommended for survey control.
 GH0356
 GH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0356.See file dsdata.pdf to determine how the superseded data were derived.
 GH0356
 GH0356_MARKER: DB = BENCH MARK DISK
 GH0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0356_STAMPING: T 130 1934
 GH0356_MARK LOGO: CGS
 GH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0356+STABILITY: SURFACE MOTION
 GH0356
 GH0356  HISTORY     - Date     Condition        Report By
 GH0356  HISTORY     - 1934     MONUMENTED       CGS
 GH0356
 GH0356                          STATION DESCRIPTION
 GH0356
 GH0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0356'8 MI N FROM RED ROCK.
 GH0356'ABOUT 0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0356'RAILWAY FROM THE STATION AT RED ROCK, NOBLE COUNTY, ABOUT 120
 GH0356'FEET NORTH OF MILEPOST 306, AT A DIRT-ROAD CROSSING, ABOUT 60
 GH0356'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 44.2 FEET EAST OF
 GH0356'THE CENTER LINE OF THE TRACK, AND 2.8 FEET WEST OF A POLE.  A
 GH0356'STANDARD DISK, STAMPED T 130 1934 AND SET IN THE TOP OF A CONCRETE
 GH0356'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0005 ***********************************************************************
 GH0005  DESIGNATION -  T 132
 GH0005  PID         -  GH0005
 GH0005  STATE/COUNTY-  OK/OSAGE
 GH0005  COUNTRY     -  US
 GH0005  USGS QUAD   -  PEARSONIA (2018)
 GH0005
 GH0005                         *CURRENT SURVEY CONTROL
 GH0005  ______________________________________________________________________
 GH0005* NAD 83(1986) POSITION- 36 47 11.     (N) 096 25 48.     (W)   SCALED
 GH0005* NAVD 88 ORTHO HEIGHT -   291.885 (meters)      957.63  (feet) ADJUSTED
 GH0005  ______________________________________________________________________
 GH0005  GEOID HEIGHT    -        -28.580 (meters)                     GEOID18
 GH0005  DYNAMIC HEIGHT  -        291.647 (meters)      956.85  (feet) COMP
 GH0005  MODELED GRAVITY -    979,808.1   (mgal)                       NAVD 88
 GH0005
 GH0005  VERT ORDER      -  SECOND    CLASS 0
 GH0005
 GH0005.The horizontal coordinates were scaled from a map and have
 GH0005.an estimated accuracy of +/- 6 seconds.
 GH0005
 GH0005.The orthometric height was determined by differential leveling and
 GH0005.adjusted by the NATIONAL GEODETIC SURVEY
 GH0005.in June 1991.
 GH0005
 GH0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0005.GEOID18 height accuracy estimate available here.
 GH0005
 GH0005.Click photographs - Photos may exist for this station.
 GH0005
 GH0005.The dynamic height is computed by dividing the NAVD 88
 GH0005.geopotential number by the normal gravity value computed on the
 GH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0005.degrees latitude (g = 980.6199 gals.).
 GH0005
 GH0005.The modeled gravity was interpolated from observed gravity values.
 GH0005
 GH0005;                    North         East    Units  Estimated Accuracy
 GH0005;SPC OK N     -   199,350.      740,130.      MT  (+/- 180 meters Scaled)
 GH0005
 GH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF293742(NAD 83)
 GH0005
 GH0005                          SUPERSEDED SURVEY CONTROL
 GH0005
 GH0005  NGVD 29 (??/??/92)  291.767  (m)          957.24   (f) ADJ UNCH    2 0
 GH0005
 GH0005.Superseded values are not recommended for survey control.
 GH0005
 GH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0005.See file dsdata.pdf to determine how the superseded data were derived.
 GH0005
 GH0005_MARKER: DB = BENCH MARK DISK
 GH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0005_STAMPING: T 132 1934
 GH0005_MARK LOGO: CGS
 GH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0005+STABILITY: SURFACE MOTION
 GH0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0005+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 GH0005
 GH0005  HISTORY     - Date     Condition        Report By
 GH0005  HISTORY     - 1934     MONUMENTED       CGS
 GH0005  HISTORY     - 20160613 GOOD             OKDOT
 GH0005
 GH0005                          STATION DESCRIPTION
 GH0005
 GH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0005'11.3 MI NW FROM PAWHUSKA.
 GH0005'11.3 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0005'STATION AT PAWHUSKA, OSAGE COUNTY, 75 FEET SOUTHWEST OF MILEPOST
 GH0005'212, 960 FEET SOUTHEAST OF OF A CULVERT, AT THE SOUTHEAST END
 GH0005'OF A FILL, 45.5 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 GH0005'AND 4.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 GH0005'DISK, STAMPED T 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0005
 GH0005                          STATION RECOVERY (2016)
 GH0005
 GH0005'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0005'RAILROAD TRACKS HAVE BEEN REMOVED. MARK IS BEHIND A LOCKED GATE, SEE
 GH0005'HOMEOWNER LARRY CHRISTENSON FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0111 ***********************************************************************
 GH0111  DESIGNATION -  T 133
 GH0111  PID         -  GH0111
 GH0111  STATE/COUNTY-  OK/OSAGE
 GH0111  COUNTRY     -  US
 GH0111  USGS QUAD   -  AVANT (2018)
 GH0111
 GH0111                         *CURRENT SURVEY CONTROL
 GH0111  ______________________________________________________________________
 GH0111* NAD 83(1986) POSITION- 36 28 06.     (N) 096 02 23.     (W)   SCALED
 GH0111* NAVD 88 ORTHO HEIGHT -   205.879 (meters)      675.45  (feet) ADJUSTED
 GH0111  ______________________________________________________________________
 GH0111  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 GH0111  DYNAMIC HEIGHT  -        205.707 (meters)      674.89  (feet) COMP
 GH0111  MODELED GRAVITY -    979,790.5   (mgal)                       NAVD 88
 GH0111
 GH0111  VERT ORDER      -  SECOND    CLASS 0
 GH0111
 GH0111.The horizontal coordinates were scaled from a map and have
 GH0111.an estimated accuracy of +/- 6 seconds.
 GH0111
 GH0111.The orthometric height was determined by differential leveling and
 GH0111.adjusted by the NATIONAL GEODETIC SURVEY
 GH0111.in June 1991.
 GH0111
 GH0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0111.GEOID18 height accuracy estimate available here.
 GH0111
 GH0111.Click photographs - Photos may exist for this station.
 GH0111
 GH0111.The dynamic height is computed by dividing the NAVD 88
 GH0111.geopotential number by the normal gravity value computed on the
 GH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0111.degrees latitude (g = 980.6199 gals.).
 GH0111
 GH0111.The modeled gravity was interpolated from observed gravity values.
 GH0111
 GH0111;                    North         East    Units  Estimated Accuracy
 GH0111;SPC OK N     -   164,690.      775,680.      MT  (+/- 180 meters Scaled)
 GH0111
 GH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF652399(NAD 83)
 GH0111
 GH0111                          SUPERSEDED SURVEY CONTROL
 GH0111
 GH0111  NGVD 29 (??/??/92)  205.766  (m)          675.08   (f) ADJ UNCH    2 0
 GH0111
 GH0111.Superseded values are not recommended for survey control.
 GH0111
 GH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0111.See file dsdata.pdf to determine how the superseded data were derived.
 GH0111
 GH0111_MARKER: DB = BENCH MARK DISK
 GH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0111_STAMPING: T 133 1934
 GH0111_MARK LOGO: CGS
 GH0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0111+STABILITY: SURFACE MOTION
 GH0111
 GH0111  HISTORY     - Date     Condition        Report By
 GH0111  HISTORY     - 1934     MONUMENTED       CGS
 GH0111
 GH0111                          STATION DESCRIPTION
 GH0111
 GH0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0111'1.9 MI SE FROM AVANT.
 GH0111'1.9 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0111'STATION AT AVANT, OSAGE COUNTY, 0.4 MILE EAST OF THE SIDING
 GH0111'AT CRUSHER, 960 FEET EAST OF MILEPOST 175, 870 FEET EAST OF
 GH0111'THE EAST SWITCH STAND OF THE SIDING AT CRUSHER, 4.5 FEET WEST
 GH0111'OF THE EIGHTH POLE EAST OF MILEPOST 175, AND 27.6 FEET NORTH
 GH0111'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GH0111'T 133 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0275 ***********************************************************************
 GG0275  DESIGNATION -  T 134
 GG0275  PID         -  GG0275
 GG0275  STATE/COUNTY-  OK/CRAIG
 GG0275  COUNTRY     -  US
 GG0275  USGS QUAD   -  VINITA (2019)
 GG0275
 GG0275                         *CURRENT SURVEY CONTROL
 GG0275  ______________________________________________________________________
 GG0275* NAD 83(2011) POSITION- 36 40 12.69098(N) 095 14 01.24804(W)   ADJUSTED
 GG0275* NAD 83(2011) ELLIP HT-   187.338 (meters)        (11/01/23)   ADJUSTED
 GG0275* NAD 83(2011) EPOCH   -  2010.00
 GG0275* NAVD 88 ORTHO HEIGHT -   216.643 (meters)      710.77  (feet) ADJUSTED
 GG0275  ______________________________________________________________________
 GG0275  GEOID HEIGHT    -        -29.355 (meters)                     GEOID18
 GG0275  NAD 83(2011) X  -   -467,226.275 (meters)                     COMP
 GG0275  NAD 83(2011) Y  - -5,100,731.512 (meters)                     COMP
 GG0275  NAD 83(2011) Z  -  3,788,211.505 (meters)                     COMP
 GG0275  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 GG0275  DYNAMIC HEIGHT  -        216.463 (meters)      710.18  (feet) COMP
 GG0275  MODELED GRAVITY -    979,793.8   (mgal)                       NAVD 88
 GG0275
 GG0275  VERT ORDER      -  SECOND    CLASS 0
 GG0275
 GG0275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0275  Standards:
 GG0275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0275  -------------------------------------------------------------------
 GG0275  NETWORK    0.54   1.33           0.23   0.21   0.68     -0.04716060
 GG0275  -------------------------------------------------------------------
 GG0275  Click here for local accuracies and other accuracy information.
 GG0275
 GG0275.The horizontal coordinates were established by GPS observations
 GG0275.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0275
 GG0275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0275.been affixed to the stable North American tectonic plate. See 
 GG0275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0275
 GG0275.The horizontal coordinates are valid at the epoch date displayed above
 GG0275.which is a decimal equivalence of Year/Month/Day.
 GG0275
 GG0275.The orthometric height was determined by differential leveling and
 GG0275.adjusted by the NATIONAL GEODETIC SURVEY
 GG0275.in June 1991.
 GG0275
 GG0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0275.GEOID18 height accuracy estimate available here.
 GG0275
 GG0275.Click photographs - Photos may exist for this station.
 GG0275
 GG0275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0275
 GG0275.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0275
 GG0275.The ellipsoidal height was determined by GPS observations
 GG0275.and is referenced to NAD 83.
 GG0275
 GG0275.The dynamic height is computed by dividing the NAVD 88
 GG0275.geopotential number by the normal gravity value computed on the
 GG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0275.degrees latitude (g = 980.6199 gals.).
 GG0275
 GG0275.The modeled gravity was interpolated from observed gravity values.
 GG0275
 GG0275. The following values were computed from the NAD 83(2011) position.
 GG0275
 GG0275;                    North         East     Units Scale Factor Converg.
 GG0275;SPC OK N     -   188,840.054   847,256.714   MT  0.99998382   +1 37 57.1
 GG0275;SPC OK N     -   619,552.74  2,779,708.07   sFT  0.99998382   +1 37 57.1
 GG0275;UTM  15      - 4,060,611.110   300,386.227   MT  1.00009092   -1 20 03.9
 GG0275
 GG0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0275!SPC OK N     -   0.99997060  x   0.99998382  =   0.99995442
 GG0275!UTM  15      -   0.99997060  x   1.00009092  =   1.00006152
 GG0275
 GG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0038660611(NAD 83)
 GG0275
 GG0275                          SUPERSEDED SURVEY CONTROL
 GG0275
 GG0275  NGVD 29 (??/??/92)  216.525  (m)          710.38   (f) ADJ UNCH    2 0
 GG0275
 GG0275.Superseded values are not recommended for survey control.
 GG0275
 GG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0275.See file dsdata.pdf to determine how the superseded data were derived.
 GG0275
 GG0275_MARKER: DB = BENCH MARK DISK
 GG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0275_STAMPING: T 134 1934
 GG0275_MARK LOGO: CGS
 GG0275_PROJECTION: PROJECTING 5 CENTIMETERS
 GG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0275+STABILITY: SURFACE MOTION
 GG0275
 GG0275  HISTORY     - Date     Condition        Report By
 GG0275  HISTORY     - 1934     MONUMENTED       CGS
 GG0275  HISTORY     - 1988     GOOD             USPSQD
 GG0275  HISTORY     - 20230725 GOOD             OKDOT
 GG0275
 GG0275                          STATION DESCRIPTION
 GG0275
 GG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0275'5.6 MI E FROM ESTELLA.
 GG0275'5.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GG0275'AT ESTELLA, CRAIG COUNTY, 275 FEET EAST OF A CONCRETE BOX CULVERT,
 GG0275'34 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH DIRT CROSSROAD,
 GG0275'39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET WEST
 GG0275'OF THE NORTHEAST CORNER OF A FENCE, AND 1.8 FEET NORTH OF THE
 GG0275'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 134 1934 AND
 GG0275'SET IN THE TOP OF A CONCRETE POST.
 GG0275
 GG0275                          STATION RECOVERY (1988)
 GG0275
 GG0275'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0275'RECOVERED IN GOOD CONDITION.
 GG0275
 GG0275                          STATION RECOVERY (2023)
 GG0275
 GG0275'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0275'MARK RECOVERED IN GOOD CONDITION BY OKDOT ON JULY 25, 2023 (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0512 ***********************************************************************
 GG0512  DESIGNATION -  T 135
 GG0512  PID         -  GG0512
 GG0512  STATE/COUNTY-  OK/NOWATA
 GG0512  COUNTRY     -  US
 GG0512  USGS QUAD   -  NOWATA EAST (2019)
 GG0512
 GG0512                         *CURRENT SURVEY CONTROL
 GG0512  ______________________________________________________________________
 GG0512* NAD 83(2011) POSITION- 36 41 56.24741(N) 095 30 14.13053(W)   ADJUSTED
 GG0512* NAD 83(2011) ELLIP HT-   222.575 (meters)        (11/01/23)   ADJUSTED
 GG0512* NAD 83(2011) EPOCH   -  2010.00
 GG0512* NAVD 88 ORTHO HEIGHT -   251.954 (meters)      826.62  (feet) ADJUSTED
 GG0512  ______________________________________________________________________
 GG0512  GEOID HEIGHT    -        -29.397 (meters)                     GEOID18
 GG0512  NAD 83(2011) X  -   -491,099.236 (meters)                     COMP
 GG0512  NAD 83(2011) Y  - -5,096,600.854 (meters)                     COMP
 GG0512  NAD 83(2011) Z  -  3,790,792.562 (meters)                     COMP
 GG0512  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 GG0512  DYNAMIC HEIGHT  -        251.746 (meters)      825.94  (feet) COMP
 GG0512  MODELED GRAVITY -    979,798.4   (mgal)                       NAVD 88
 GG0512
 GG0512  VERT ORDER      -  SECOND    CLASS 0
 GG0512
 GG0512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0512  Standards:
 GG0512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0512  -------------------------------------------------------------------
 GG0512  NETWORK    0.56   1.37           0.24   0.22   0.70     -0.12048807
 GG0512  -------------------------------------------------------------------
 GG0512  Click here for local accuracies and other accuracy information.
 GG0512
 GG0512.The horizontal coordinates were established by GPS observations
 GG0512.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0512
 GG0512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0512.been affixed to the stable North American tectonic plate. See 
 GG0512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0512
 GG0512.The horizontal coordinates are valid at the epoch date displayed above
 GG0512.which is a decimal equivalence of Year/Month/Day.
 GG0512
 GG0512.The orthometric height was determined by differential leveling and
 GG0512.adjusted by the NATIONAL GEODETIC SURVEY
 GG0512.in June 1991.
 GG0512
 GG0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0512.GEOID18 height accuracy estimate available here.
 GG0512
 GG0512.Click photographs - Photos may exist for this station.
 GG0512
 GG0512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0512
 GG0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0512
 GG0512.The ellipsoidal height was determined by GPS observations
 GG0512.and is referenced to NAD 83.
 GG0512
 GG0512.The dynamic height is computed by dividing the NAVD 88
 GG0512.geopotential number by the normal gravity value computed on the
 GG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0512.degrees latitude (g = 980.6199 gals.).
 GG0512
 GG0512.The modeled gravity was interpolated from observed gravity values.
 GG0512
 GG0512. The following values were computed from the NAD 83(2011) position.
 GG0512
 GG0512;                    North         East     Units Scale Factor Converg.
 GG0512;SPC OK N     -   191,376.495   823,025.458   MT  0.99998835   +1 28 23.0
 GG0512;SPC OK N     -   627,874.38  2,700,209.36   sFT  0.99998835   +1 28 23.0
 GG0512;UTM  15      - 4,064,399.630   276,314.833   MT  1.00021647   -1 29 49.2
 GG0512
 GG0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0512!SPC OK N     -   0.99996507  x   0.99998835  =   0.99995342
 GG0512!UTM  15      -   0.99996507  x   1.00021647  =   1.00018153
 GG0512
 GG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA7631464399(NAD 83)
 GG0512
 GG0512                          SUPERSEDED SURVEY CONTROL
 GG0512
 GG0512  NGVD 29 (??/??/92)  251.829  (m)          826.21   (f) ADJ UNCH    2 0
 GG0512
 GG0512.Superseded values are not recommended for survey control.
 GG0512
 GG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0512.See file dsdata.pdf to determine how the superseded data were derived.
 GG0512
 GG0512_MARKER: DB = BENCH MARK DISK
 GG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0512_STAMPING: T 135 1934
 GG0512_MARK LOGO: CGS
 GG0512_PROJECTION: PROJECTING 13 CENTIMETERS
 GG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0512+STABILITY: SURFACE MOTION
 GG0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0512+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 GG0512
 GG0512  HISTORY     - Date     Condition        Report By
 GG0512  HISTORY     - 1934     MONUMENTED       CGS
 GG0512  HISTORY     - 1972     MARK NOT FOUND   USGS
 GG0512  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0512  HISTORY     - 20020404 GOOD             OKDOT
 GG0512  HISTORY     - 20230606 GOOD             OKDOT
 GG0512
 GG0512                          STATION DESCRIPTION
 GG0512
 GG0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0512'8.1 MI E FROM NOWATA.
 GG0512'8.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE MISSOURI PACIFIC
 GG0512'RAILROAD STATION AT NOWATA, NOWATA COUNTY, 2.0 MILES EAST OF
 GG0512'THE JUNCTION OF STATE HIGHWAY 28, 500 FEET EAST OF THE SUMMIT
 GG0512'OF THE HIGHWAY OVER A HILL, 57 FEET WEST OF THE CENTERLINE OF
 GG0512'A NORTH-AND-SOUTH DIRT CROSSROAD, 50 FEET SOUTH OF THE CENTERLINE
 GG0512'OF THE HIGHWAY, 40.4 FEET WEST OF THE NORTHEAST CORNER OF A FENCE,
 GG0512'AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GG0512'STAMPED T 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0512
 GG0512                          STATION RECOVERY (1972)
 GG0512
 GG0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GG0512'MARK NOT FOUND.
 GG0512
 GG0512                          STATION RECOVERY (1989)
 GG0512
 GG0512'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0512'MARK NOT FOUND.
 GG0512
 GG0512                          STATION RECOVERY (2002)
 GG0512
 GG0512'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (JAK)
 GG0512'RECOVERED IN GOOD CONDITION.
 GG0512
 GG0512                          STATION RECOVERY (2023)
 GG0512
 GG0512'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0512'MARK RECOVERED IN GOOD CONDITION BY OKDOT AS DESCRIBED (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0444 ***********************************************************************
 GG0444  DESIGNATION -  T 137
 GG0444  PID         -  GG0444
 GG0444  STATE/COUNTY-  OK/WAGONER
 GG0444  COUNTRY     -  US
 GG0444  USGS QUAD   -  BROKEN ARROW (2019)
 GG0444
 GG0444                         *CURRENT SURVEY CONTROL
 GG0444  ______________________________________________________________________
 GG0444* NAD 83(1986) POSITION- 36 02 25.     (N) 095 45 41.     (W)   SCALED
 GG0444* NAVD 88 ORTHO HEIGHT -   212.224 (meters)      696.27  (feet) ADJUSTED
 GG0444  ______________________________________________________________________
 GG0444  GEOID HEIGHT    -        -29.152 (meters)                     GEOID18
 GG0444  DYNAMIC HEIGHT  -        212.036 (meters)      695.65  (feet) COMP
 GG0444  MODELED GRAVITY -    979,745.2   (mgal)                       NAVD 88
 GG0444
 GG0444  VERT ORDER      -  SECOND    CLASS 0
 GG0444
 GG0444.The horizontal coordinates were scaled from a map and have
 GG0444.an estimated accuracy of +/- 6 seconds.
 GG0444
 GG0444.The orthometric height was determined by differential leveling and
 GG0444.adjusted by the NATIONAL GEODETIC SURVEY
 GG0444.in June 1991.
 GG0444
 GG0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0444.GEOID18 height accuracy estimate available here.
 GG0444
 GG0444.Click photographs - Photos may exist for this station.
 GG0444
 GG0444.The dynamic height is computed by dividing the NAVD 88
 GG0444.geopotential number by the normal gravity value computed on the
 GG0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0444.degrees latitude (g = 980.6199 gals.).
 GG0444
 GG0444.The modeled gravity was interpolated from observed gravity values.
 GG0444
 GG0444;                    North         East    Units  Estimated Accuracy
 GG0444;SPC OK N     -   117,750.      801,710.      MT  (+/- 180 meters Scaled)
 GG0444
 GG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV512919(NAD 83)
 GG0444
 GG0444                          SUPERSEDED SURVEY CONTROL
 GG0444
 GG0444  NGVD 29 (??/??/92)  212.105  (m)          695.88   (f) ADJ UNCH    2 0
 GG0444
 GG0444.Superseded values are not recommended for survey control.
 GG0444
 GG0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0444.See file dsdata.pdf to determine how the superseded data were derived.
 GG0444
 GG0444_MARKER: DB = BENCH MARK DISK
 GG0444_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0444_STAMPING: T 137 1934
 GG0444_MARK LOGO: CGS
 GG0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0444
 GG0444  HISTORY     - Date     Condition        Report By
 GG0444  HISTORY     - 1934     MONUMENTED       CGS
 GG0444  HISTORY     - 1960     GOOD             CGS
 GG0444  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0444
 GG0444                          STATION DESCRIPTION
 GG0444
 GG0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0444'1.8 MI SE FROM BROKEN ARROW.
 GG0444'ABOUT .5 MILE EAST OF M.P. 293, 345 FEET EAST OF EAST END OF
 GG0444'WOODEN RAILROAD TRESTLE Z293.4, 100 FEET NORTHEAST OF INTERSECTION
 GG0444'OF CENTERLINES OF TULSA-WAGONER COUNTY LINE WITH RAILROAD, 47.5
 GG0444'FEET NORTH OF CENTERLINE OF MISSOURI, KANSAS, TEXAS R.R., 19.4
 GG0444'FEET NORTH OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE
 GG0444'POST.
 GG0444
 GG0444                          STATION RECOVERY (1960)
 GG0444
 GG0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0444'RECOVERED IN GOOD CONDITION.
 GG0444
 GG0444                          STATION RECOVERY (1994)
 GG0444
 GG0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0239 ***********************************************************************
 FJ0239  DESIGNATION -  T 138
 FJ0239  PID         -  FJ0239
 FJ0239  STATE/COUNTY-  OK/CREEK
 FJ0239  COUNTRY     -  US
 FJ0239  USGS QUAD   -  DEPEW (2018)
 FJ0239
 FJ0239                         *CURRENT SURVEY CONTROL
 FJ0239  ______________________________________________________________________
 FJ0239* NAD 83(1986) POSITION- 35 48 13.6    (N) 096 30 25.0    (W)   HD_HELD2
 FJ0239* NAVD 88 ORTHO HEIGHT -   265.427 (meters)      870.82  (feet) ADJUSTED
 FJ0239  ______________________________________________________________________
 FJ0239  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 FJ0239  DYNAMIC HEIGHT  -        265.185 (meters)      870.03  (feet) COMP
 FJ0239  MODELED GRAVITY -    979,715.5   (mgal)                       NAVD 88
 FJ0239
 FJ0239  VERT ORDER      -  SECOND    CLASS 0
 FJ0239
 FJ0239.The horizontal coordinates were established by autonomous hand held GPS
 FJ0239.observations and have an estimated accuracy of +/- 10 meters.
 FJ0239
 FJ0239.The orthometric height was determined by differential leveling and
 FJ0239.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0239.in June 1991.
 FJ0239
 FJ0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0239.GEOID18 height accuracy estimate available here.
 FJ0239
 FJ0239.Click photographs - Photos may exist for this station.
 FJ0239
 FJ0239.The dynamic height is computed by dividing the NAVD 88
 FJ0239.geopotential number by the normal gravity value computed on the
 FJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0239.degrees latitude (g = 980.6199 gals.).
 FJ0239
 FJ0239.The modeled gravity was interpolated from observed gravity values.
 FJ0239
 FJ0239;                    North         East    Units  Estimated Accuracy
 FJ0239;SPC OK N     -    90,219.      734,942.      MT  (+/- 10 meters HH2 GPS)
 FJ0239
 FJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2527165053(NAD 83)
 FJ0239
 FJ0239                          SUPERSEDED SURVEY CONTROL
 FJ0239
 FJ0239  NGVD 29 (??/??/92)  265.316  (m)          870.46   (f) ADJ UNCH    2 0
 FJ0239
 FJ0239.Superseded values are not recommended for survey control.
 FJ0239
 FJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0239.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0239
 FJ0239_MARKER: DB = BENCH MARK DISK
 FJ0239_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0239+WITH SETTING: PAVEMENT
 FJ0239_SP_SET: WATER TOWER FOOTING
 FJ0239_STAMPING: T 138 1934
 FJ0239_MARK LOGO: CGS
 FJ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0239+STABILITY: SURFACE MOTION
 FJ0239
 FJ0239  HISTORY     - Date     Condition        Report By
 FJ0239  HISTORY     - 1934     MONUMENTED       CGS
 FJ0239  HISTORY     - 1972     GOOD
 FJ0239  HISTORY     - 19990922 GOOD             USPSQD
 FJ0239
 FJ0239                          STATION DESCRIPTION
 FJ0239
 FJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0239'AT DEPEW.
 FJ0239'.8 FT. SOUTHWEST OF NORTHEAST CORNER OF NORTHEAST CONCRETE
 FJ0239'FOOTING TO CITY WATER TOWER, BRONZE TABLET SET HORIZONTALLY
 FJ0239'IN TOP OF NORTHEAST CORNER OF NORTHEAST CONCRETE FOOTING TO
 FJ0239'DEPEW CITY WATER TOWER.
 FJ0239
 FJ0239                          STATION RECOVERY (1972)
 FJ0239
 FJ0239'RECOVERED 1972
 FJ0239'RECOVERED IN GOOD CONDITION.
 FJ0239
 FJ0239                          STATION RECOVERY (1999)
 FJ0239
 FJ0239'RECOVERY NOTE BY US POWER SQUADRON 1999
 FJ0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0690 ***********************************************************************
 GK0690  DESIGNATION -  T 14
 GK0690  PID         -  GK0690
 GK0690  STATE/COUNTY-  OK/TEXAS
 GK0690  COUNTRY     -  US
 GK0690  USGS QUAD   -  GUYMON (2018)
 GK0690
 GK0690                         *CURRENT SURVEY CONTROL
 GK0690  ______________________________________________________________________
 GK0690* NAD 83(1986) POSITION- 36 41 06.6    (N) 101 29 09.2    (W)   HD_HELD2
 GK0690* NAVD 88 ORTHO HEIGHT -   954.478 (meters)     3131.48  (feet) ADJUSTED
 GK0690  ______________________________________________________________________
 GK0690  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 GK0690  DYNAMIC HEIGHT  -        953.492 (meters)     3128.25  (feet) COMP
 GK0690  MODELED GRAVITY -    979,566.9   (mgal)                       NAVD 88
 GK0690
 GK0690  VERT ORDER      -  FIRST     CLASS II
 GK0690
 GK0690.The horizontal coordinates were established by autonomous hand held GPS
 GK0690.observations and have an estimated accuracy of +/- 10 meters.
 GK0690
 GK0690.The orthometric height was determined by differential leveling and
 GK0690.adjusted by the NATIONAL GEODETIC SURVEY
 GK0690.in June 1991.
 GK0690
 GK0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0690.GEOID18 height accuracy estimate available here.
 GK0690
 GK0690.Click photographs - Photos may exist for this station.
 GK0690
 GK0690.The dynamic height is computed by dividing the NAVD 88
 GK0690.geopotential number by the normal gravity value computed on the
 GK0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0690.degrees latitude (g = 980.6199 gals.).
 GK0690
 GK0690.The modeled gravity was interpolated from observed gravity values.
 GK0690
 GK0690;                    North         East    Units  Estimated Accuracy
 GK0690;SPC OK N     -   192,572.      288,512.      MT  (+/- 10 meters HH2 GPS)
 GK0690
 GK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7788662827(NAD 83)
 GK0690
 GK0690                          SUPERSEDED SURVEY CONTROL
 GK0690
 GK0690  NGVD 29 (??/??/92)  954.037  (m)         3130.04   (f) ADJ UNCH    1 2
 GK0690
 GK0690.Superseded values are not recommended for survey control.
 GK0690
 GK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0690.See file dsdata.pdf to determine how the superseded data were derived.
 GK0690
 GK0690_MARKER: DB = BENCH MARK DISK
 GK0690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GK0690_SP_SET: SANDSTONE COLUMN
 GK0690_STAMPING: T 14 1933
 GK0690_MARK LOGO: CGS
 GK0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0690
 GK0690  HISTORY     - Date     Condition        Report By
 GK0690  HISTORY     - 1933     MONUMENTED       CGS
 GK0690  HISTORY     - 1971     GOOD             NGS
 GK0690  HISTORY     - 20090806 GOOD             GEOCAC
 GK0690
 GK0690                          STATION DESCRIPTION
 GK0690
 GK0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GK0690'IN GUYMON.
 GK0690'AT GUYMON, OKLAHOMA, TEXAS COUNTY, AT THE SOUTHEAST SIDE OF THE FRONT
 GK0690'ENTRANCE OF THE OLD ACADEMY HIGH SCHOOL BUILDING, NEAR THE
 GK0690'INTERSECTION OF WEST SEVENTH STREET AND ACADEMY STREET.  A STANDARD
 GK0690'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE SANDSTONE COLUMN, 4
 GK0690'FEET ABOVE THE GROUND AND STAMPED, T 14 1933 AND SET VERTICALLY.
 GK0690
 GK0690                          STATION RECOVERY (2009)
 GK0690
 GK0690'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GK0690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0619 ***********************************************************************
 FH0619  DESIGNATION -  T 140
 FH0619  PID         -  FH0619
 FH0619  STATE/COUNTY-  OK/HASKELL
 FH0619  COUNTRY     -  US
 FH0619  USGS QUAD   -  STIGLER WEST (2018)
 FH0619
 FH0619                         *CURRENT SURVEY CONTROL
 FH0619  ______________________________________________________________________
 FH0619* NAD 83(1986) POSITION- 35 17 02.     (N) 095 10 51.     (W)   SCALED
 FH0619* NAVD 88 ORTHO HEIGHT -   166.878 (meters)      547.50  (feet) ADJUSTED
 FH0619  ______________________________________________________________________
 FH0619  GEOID HEIGHT    -        -30.494 (meters)                     GEOID18
 FH0619  DYNAMIC HEIGHT  -        166.718 (meters)      546.97  (feet) COMP
 FH0619  MODELED GRAVITY -    979,671.0   (mgal)                       NAVD 88
 FH0619
 FH0619  VERT ORDER      -  SECOND    CLASS 0
 FH0619
 FH0619.The horizontal coordinates were scaled from a map and have
 FH0619.an estimated accuracy of +/- 6 seconds.
 FH0619
 FH0619.The orthometric height was determined by differential leveling and
 FH0619.adjusted by the NATIONAL GEODETIC SURVEY
 FH0619.in June 1991.
 FH0619
 FH0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0619.GEOID18 height accuracy estimate available here.
 FH0619
 FH0619.Click photographs - Photos may exist for this station.
 FH0619
 FH0619.The dynamic height is computed by dividing the NAVD 88
 FH0619.geopotential number by the normal gravity value computed on the
 FH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0619.degrees latitude (g = 980.6199 gals.).
 FH0619
 FH0619.The modeled gravity was interpolated from observed gravity values.
 FH0619
 FH0619;                    North         East    Units  Estimated Accuracy
 FH0619;SPC OK S     -   219,950.      856,430.      MT  (+/- 180 meters Scaled)
 FH0619
 FH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV016067(NAD 83)
 FH0619
 FH0619                          SUPERSEDED SURVEY CONTROL
 FH0619
 FH0619  NGVD 29 (??/??/92)  166.772  (m)          547.15   (f) ADJ UNCH    2 0
 FH0619
 FH0619.Superseded values are not recommended for survey control.
 FH0619
 FH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0619.See file dsdata.pdf to determine how the superseded data were derived.
 FH0619
 FH0619_MARKER: DB = BENCH MARK DISK
 FH0619_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0619_STAMPING: T 140 1934
 FH0619_MARK LOGO: CGS
 FH0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0619
 FH0619  HISTORY     - Date     Condition        Report By
 FH0619  HISTORY     - 1934     MONUMENTED       CGS
 FH0619  HISTORY     - 1959     GOOD             CGS
 FH0619
 FH0619                          STATION DESCRIPTION
 FH0619
 FH0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0619'3.8 MI NW FROM STIGLER.
 FH0619'3.8 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0619'STATION AT STIGLER, HASKELL COUNTY, ABOUT 350 FEET WEST OF
 FH0619'MILEPOST 59, ABOUT 175 FEET WEST OF A CONCRETE PIPE CULVERT,
 FH0619'31.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, 12.5 FEET EAST
 FH0619'OF THE CENTERLINE OF A WAGON GATE, AND 4.2 FEET SOUTH OF TELEPHONE
 FH0619'POLE 7750.  NOTE-- THE WAGON ROAD HAS BEEN ABANDONED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0501 ***********************************************************************
 FJ0501  DESIGNATION -  T 141
 FJ0501  PID         -  FJ0501
 FJ0501  STATE/COUNTY-  OK/MCCLAIN
 FJ0501  COUNTRY     -  US
 FJ0501  USGS QUAD   -  COLE (2018)
 FJ0501
 FJ0501                         *CURRENT SURVEY CONTROL
 FJ0501  ______________________________________________________________________
 FJ0501* NAD 83(1986) POSITION- 35 05 05.     (N) 097 32 49.     (W)   SCALED
 FJ0501* NAVD 88 ORTHO HEIGHT -   339.291 (meters)     1113.16  (feet) ADJUSTED
 FJ0501  ______________________________________________________________________
 FJ0501  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 FJ0501  DYNAMIC HEIGHT  -        338.958 (meters)     1112.06  (feet) COMP
 FJ0501  MODELED GRAVITY -    979,642.5   (mgal)                       NAVD 88
 FJ0501
 FJ0501  VERT ORDER      -  SECOND    CLASS 0
 FJ0501
 FJ0501.The horizontal coordinates were scaled from a map and have
 FJ0501.an estimated accuracy of +/- 6 seconds.
 FJ0501
 FJ0501.The orthometric height was determined by differential leveling and
 FJ0501.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0501.in June 1991.
 FJ0501
 FJ0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0501.GEOID18 height accuracy estimate available here.
 FJ0501
 FJ0501.Click photographs - Photos may exist for this station.
 FJ0501
 FJ0501.The dynamic height is computed by dividing the NAVD 88
 FJ0501.geopotential number by the normal gravity value computed on the
 FJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0501.degrees latitude (g = 980.6199 gals.).
 FJ0501
 FJ0501.The modeled gravity was interpolated from observed gravity values.
 FJ0501
 FJ0501;                    North         East    Units  Estimated Accuracy
 FJ0501;SPC OK S     -   194,370.      641,320.      MT  (+/- 180 meters Scaled)
 FJ0501
 FJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD324834(NAD 83)
 FJ0501
 FJ0501                          SUPERSEDED SURVEY CONTROL
 FJ0501
 FJ0501  NGVD 29 (??/??/92)  339.183  (m)         1112.80   (f) ADJ UNCH    2 0
 FJ0501
 FJ0501.Superseded values are not recommended for survey control.
 FJ0501
 FJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0501.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0501
 FJ0501_MARKER: DB = BENCH MARK DISK
 FJ0501_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0501_STAMPING: T 141 1934
 FJ0501_MARK LOGO: CGS
 FJ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0501
 FJ0501  HISTORY     - Date     Condition        Report By
 FJ0501  HISTORY     - 1934     MONUMENTED       CGS
 FJ0501  HISTORY     - 1963     MARK NOT FOUND   USGS
 FJ0501
 FJ0501                          STATION DESCRIPTION
 FJ0501
 FJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0501'5 MI W FROM WASHINGTON.
 FJ0501'ALONG A.T. AND S.F. RY. FROM STATION.  ABOUT 0.4 MILE SOUTHEAST
 FJ0501'OF M.P. 101, ABOUT 0.1 MILE EAST OF TENNANT HOUSE, ABOUT 110
 FJ0501'FEET SOUTHEAST OF IRON FENCE GATE, 76.9 FEET SOUTHEAST OF WEST
 FJ0501'FENCE CORNER, 71.2 FEET NORTHEAST OF CENTERLINE OF ATCHINSON
 FJ0501'TOPEKA AND SANTA FE RY, 3.4 FEET SOUTHWEST OF FENCE PARALLELING
 FJ0501'RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0501
 FJ0501                          STATION RECOVERY (1963)
 FJ0501
 FJ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FJ0501'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0318 ***********************************************************************
 FJ0318  DESIGNATION -  T 142
 FJ0318  PID         -  FJ0318
 FJ0318  STATE/COUNTY-  OK/MCCLAIN
 FJ0318  COUNTRY     -  US
 FJ0318  USGS QUAD   -  PURCELL (2018)
 FJ0318
 FJ0318                         *CURRENT SURVEY CONTROL
 FJ0318  ______________________________________________________________________
 FJ0318* NAD 83(1986) POSITION- 35 00 49.5    (N) 097 21 41.0    (W)   HD_HELD2
 FJ0318* NAVD 88 ORTHO HEIGHT -   337.066 (meters)     1105.86  (feet) ADJUSTED
 FJ0318  ______________________________________________________________________
 FJ0318  GEOID HEIGHT    -        -26.139 (meters)                     GEOID18
 FJ0318  DYNAMIC HEIGHT  -        336.739 (meters)     1104.78  (feet) COMP
 FJ0318  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 FJ0318
 FJ0318  VERT ORDER      -  SECOND    CLASS 0
 FJ0318
 FJ0318.The horizontal coordinates were established by autonomous hand held GPS
 FJ0318.observations and have an estimated accuracy of +/- 10 meters.
 FJ0318
 FJ0318.The orthometric height was determined by differential leveling and
 FJ0318.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0318.in June 1991.
 FJ0318
 FJ0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0318.GEOID18 height accuracy estimate available here.
 FJ0318
 FJ0318.Click photographs - Photos may exist for this station.
 FJ0318
 FJ0318.The dynamic height is computed by dividing the NAVD 88
 FJ0318.geopotential number by the normal gravity value computed on the
 FJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0318.degrees latitude (g = 980.6199 gals.).
 FJ0318
 FJ0318.The modeled gravity was interpolated from observed gravity values.
 FJ0318
 FJ0318;                    North         East    Units  Estimated Accuracy
 FJ0318;SPC OK S     -   186,585.      658,285.      MT  (+/- 10 meters HH2 GPS)
 FJ0318
 FJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4950775794(NAD 83)
 FJ0318
 FJ0318                          SUPERSEDED SURVEY CONTROL
 FJ0318
 FJ0318  NGVD 29 (??/??/92)  336.966  (m)         1105.53   (f) ADJ UNCH    2 0
 FJ0318
 FJ0318.Superseded values are not recommended for survey control.
 FJ0318
 FJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0318.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0318
 FJ0318_MARKER: DB = BENCH MARK DISK
 FJ0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0318_SP_SET: BUILDING
 FJ0318_STAMPING: T 142 1934
 FJ0318_MARK LOGO: CGS
 FJ0318_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0318+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1997
 FJ0318
 FJ0318  HISTORY     - Date     Condition        Report By
 FJ0318  HISTORY     - 1934     MONUMENTED       CGS
 FJ0318  HISTORY     - 19970501 GOOD             NGS
 FJ0318  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0318
 FJ0318                          STATION DESCRIPTION
 FJ0318
 FJ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0318'AT PURCELL.
 FJ0318'AT PURCELL, MC CLAIN COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 FJ0318'EAST BRICK WALL, 35.5 FEET SOUTH OF THE NORTHEAST CORNER, 4.6 FEET
 FJ0318'NORTH OF THE MIDDLE OF THE EAST ENTRANCE DOOR, 4.2 FEET SOUTH OF
 FJ0318'THE SOUTH SIDE OF A WINDOW, AND 4.1 FEET ABOVE THE GROUND.  A
 FJ0318'STANDARD DISK STAMPED T 142 1934 AND SET VERTICALLY.
 FJ0318
 FJ0318                          STATION RECOVERY (1997)
 FJ0318
 FJ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0318'IN PURCELL, AT THE INTERSECTION OF WASHIGTON AND 2ND STREET, SET
 FJ0318'VERTICALLY IN THE EAST FACE OF THE COURTHOUSE, 43.1 M (141.4 FT) SOUTH
 FJ0318'OF THE CENTER OF WASHINGTON STREET, 26.8 M (87.9 FT) WEST OF THE
 FJ0318'CENTER OF 2ND STREET, 1.4 M (4.6 FT) NORTH OF THE CENTER OF THE EAST
 FJ0318'ENTRANCE, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
 FJ0318
 FJ0318                          STATION RECOVERY (2009)
 FJ0318
 FJ0318'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0623 ***********************************************************************
 FJ0623  DESIGNATION -  T 143
 FJ0623  PID         -  FJ0623
 FJ0623  STATE/COUNTY-  OK/OKLAHOMA
 FJ0623  COUNTRY     -  US
 FJ0623  USGS QUAD   -  BRITTON (2018)
 FJ0623
 FJ0623                         *CURRENT SURVEY CONTROL
 FJ0623  ______________________________________________________________________
 FJ0623* NAD 83(1986) POSITION- 35 32 53.     (N) 097 31 31.     (W)   SCALED
 FJ0623* NAVD 88 ORTHO HEIGHT -   360.950 (meters)     1184.22  (feet) ADJUSTED
 FJ0623  ______________________________________________________________________
 FJ0623  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 FJ0623  DYNAMIC HEIGHT  -        360.607 (meters)     1183.09  (feet) COMP
 FJ0623  MODELED GRAVITY -    979,673.7   (mgal)                       NAVD 88
 FJ0623
 FJ0623  VERT ORDER      -  SECOND    CLASS 0
 FJ0623
 FJ0623.The horizontal coordinates were scaled from a map and have
 FJ0623.an estimated accuracy of +/- 6 seconds.
 FJ0623
 FJ0623.The orthometric height was determined by differential leveling and
 FJ0623.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0623.in August 1994.
 FJ0623
 FJ0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0623.GEOID18 height accuracy estimate available here.
 FJ0623
 FJ0623.Click photographs - Photos may exist for this station.
 FJ0623
 FJ0623.The dynamic height is computed by dividing the NAVD 88
 FJ0623.geopotential number by the normal gravity value computed on the
 FJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0623.degrees latitude (g = 980.6199 gals.).
 FJ0623
 FJ0623.The modeled gravity was interpolated from observed gravity values.
 FJ0623
 FJ0623;                    North         East    Units  Estimated Accuracy
 FJ0623;SPC OK N     -    60,910.      643,050.      MT  (+/- 180 meters Scaled)
 FJ0623
 FJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE336348(NAD 83)
 FJ0623
 FJ0623                          SUPERSEDED SURVEY CONTROL
 FJ0623
 FJ0623  NAVD 88 (06/15/91)  361.010  (m)         1184.41   (f) SUPERSEDED  2 0
 FJ0623  NGVD 29 (??/??/92)  360.878  (m)         1183.98   (f) ADJ UNCH    2 0
 FJ0623
 FJ0623.Superseded values are not recommended for survey control.
 FJ0623
 FJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0623.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0623
 FJ0623_MARKER: DB = BENCH MARK DISK
 FJ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0623_STAMPING: T 143 1934
 FJ0623_MARK LOGO: CGS
 FJ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0623+STABILITY: SURFACE MOTION
 FJ0623
 FJ0623  HISTORY     - Date     Condition        Report By
 FJ0623  HISTORY     - 1934     MONUMENTED       CGS
 FJ0623  HISTORY     - 19850404 MARK NOT FOUND   USPSQD
 FJ0623
 FJ0623                          STATION DESCRIPTION
 FJ0623
 FJ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0623'1.4 MI S FROM BRITTON.
 FJ0623'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0623'FROM THE STATION AT BRITTON, 0.2 MILE SOUTH OF MILEPOST 378,
 FJ0623'AT A FARM-ROAD CROSSING, 53.7 FEET WEST OF THE CENTER OF THE
 FJ0623'CROSSING, 42.2 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 FJ0623'18.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 58 FEET NORTHEAST
 FJ0623'OF THE NORTH END OF AN IRON GATE, AND 2.1 FEET EAST OF A POLE.
 FJ0623'A STANDARD DISK, STAMPED T 143 1934 AND SET IN THE TOP OF A
 FJ0623'CONCRETE POST.
 FJ0623
 FJ0623                          STATION RECOVERY (1985)
 FJ0623
 FJ0623'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0623'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0333 ***********************************************************************
 GH0333  DESIGNATION -  T 144
 GH0333  PID         -  GH0333
 GH0333  STATE/COUNTY-  OK/LOGAN
 GH0333  COUNTRY     -  US
 GH0333  USGS QUAD   -  MULHALL (2018)
 GH0333
 GH0333                         *CURRENT SURVEY CONTROL
 GH0333  ______________________________________________________________________
 GH0333* NAD 83(1986) POSITION- 36 01 42.     (N) 097 25 35.     (W)   SCALED
 GH0333* NAVD 88 ORTHO HEIGHT -   316.022 (meters)     1036.82  (feet) ADJUSTED
 GH0333  ______________________________________________________________________
 GH0333  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 GH0333  DYNAMIC HEIGHT  -        315.735 (meters)     1035.87  (feet) COMP
 GH0333  MODELED GRAVITY -    979,714.5   (mgal)                       NAVD 88
 GH0333
 GH0333  VERT ORDER      -  SECOND    CLASS 0
 GH0333
 GH0333.The horizontal coordinates were scaled from a map and have
 GH0333.an estimated accuracy of +/- 6 seconds.
 GH0333
 GH0333.The orthometric height was determined by differential leveling and
 GH0333.adjusted by the NATIONAL GEODETIC SURVEY
 GH0333.in June 1991.
 GH0333
 GH0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0333.GEOID18 height accuracy estimate available here.
 GH0333
 GH0333.Click photographs - Photos may exist for this station.
 GH0333
 GH0333.The dynamic height is computed by dividing the NAVD 88
 GH0333.geopotential number by the normal gravity value computed on the
 GH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0333.degrees latitude (g = 980.6199 gals.).
 GH0333
 GH0333.The modeled gravity was interpolated from observed gravity values.
 GH0333
 GH0333;                    North         East    Units  Estimated Accuracy
 GH0333;SPC OK N     -   114,250.      651,700.      MT  (+/- 180 meters Scaled)
 GH0333
 GH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE417882(NAD 83)
 GH0333
 GH0333                          SUPERSEDED SURVEY CONTROL
 GH0333
 GH0333  NGVD 29 (??/??/92)  315.891  (m)         1036.39   (f) ADJ UNCH    2 0
 GH0333
 GH0333.Superseded values are not recommended for survey control.
 GH0333
 GH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0333.See file dsdata.pdf to determine how the superseded data were derived.
 GH0333
 GH0333_MARKER: DB = BENCH MARK DISK
 GH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0333_STAMPING: T 144 1934
 GH0333_MARK LOGO: CGS
 GH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0333+STABILITY: SURFACE MOTION
 GH0333
 GH0333  HISTORY     - Date     Condition        Report By
 GH0333  HISTORY     - 1934     MONUMENTED       CGS
 GH0333  HISTORY     - 1974     MARK NOT FOUND   USGS
 GH0333
 GH0333                          STATION DESCRIPTION
 GH0333
 GH0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0333'3.1 MI S FROM MULHALL.
 GH0333'3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0333'FROM THE STATION AT MULHALL, 475 FEET NORTHWEST OF MILEPOST 342,
 GH0333'160 FEET SOUTH OF A ROAD CROSSING, 150 FEET SOUTH OF A FENCE
 GH0333'CORNER, 96.6 FEET WEST OF THE CENTERLINE OF THE TRACK, 67.7 FEET
 GH0333'SOUTHWEST OF A POLE, AND 2.3 FEET EAST OF A FENCE PARALLELING
 GH0333'THE TRACK.  A STANDARD DISK, STAMPED T 144 1934 AND SET IN THE
 GH0333'TOP OF A CONCRETE POST.
 GH0333
 GH0333                          STATION RECOVERY (1974)
 GH0333
 GH0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GH0333'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0310 ***********************************************************************
 FJ0310  DESIGNATION -  T 145
 FJ0310  PID         -  FJ0310
 FJ0310  STATE/COUNTY-  OK/LOGAN
 FJ0310  COUNTRY     -  US
 FJ0310  USGS QUAD   -  COYLE (2018)
 FJ0310
 FJ0310                         *CURRENT SURVEY CONTROL
 FJ0310  ______________________________________________________________________
 FJ0310* NAD 83(1986) POSITION- 35 56 40.     (N) 097 09 28.     (W)   SCALED
 FJ0310* NAVD 88 ORTHO HEIGHT -   261.154 (meters)      856.80  (feet) ADJUSTED
 FJ0310  ______________________________________________________________________
 FJ0310  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 FJ0310  DYNAMIC HEIGHT  -        260.916 (meters)      856.02  (feet) COMP
 FJ0310  MODELED GRAVITY -    979,714.9   (mgal)                       NAVD 88
 FJ0310
 FJ0310  VERT ORDER      -  SECOND    CLASS 0
 FJ0310
 FJ0310.The horizontal coordinates were scaled from a map and have
 FJ0310.an estimated accuracy of +/- 6 seconds.
 FJ0310
 FJ0310.The orthometric height was determined by differential leveling and
 FJ0310.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0310.in June 1991.
 FJ0310
 FJ0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0310.GEOID18 height accuracy estimate available here.
 FJ0310
 FJ0310.Click photographs - Photos may exist for this station.
 FJ0310
 FJ0310.The dynamic height is computed by dividing the NAVD 88
 FJ0310.geopotential number by the normal gravity value computed on the
 FJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0310.degrees latitude (g = 980.6199 gals.).
 FJ0310
 FJ0310.The modeled gravity was interpolated from observed gravity values.
 FJ0310
 FJ0310;                    North         East    Units  Estimated Accuracy
 FJ0310;SPC OK N     -   105,120.      675,990.      MT  (+/- 180 meters Scaled)
 FJ0310
 FJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE661793(NAD 83)
 FJ0310
 FJ0310                          SUPERSEDED SURVEY CONTROL
 FJ0310
 FJ0310  NGVD 29 (??/??/92)  261.038  (m)          856.42   (f) ADJ UNCH    2 0
 FJ0310
 FJ0310.Superseded values are not recommended for survey control.
 FJ0310
 FJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0310.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0310
 FJ0310_MARKER: DB = BENCH MARK DISK
 FJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0310_STAMPING: T 145 1934
 FJ0310_MARK LOGO: CGS
 FJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0310+STABILITY: SURFACE MOTION
 FJ0310
 FJ0310  HISTORY     - Date     Condition        Report By
 FJ0310  HISTORY     - 1934     MONUMENTED       CGS
 FJ0310  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0310
 FJ0310                          STATION DESCRIPTION
 FJ0310
 FJ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0310'4.5 MI E FROM COYLE.
 FJ0310'4.5 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0310'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COYLE, LOGAN
 FJ0310'COUNTY, ABOUT 150 FEET WEST OF CULVERT 57 A, 72 FEET NORTHWEST
 FJ0310'OF THE CENTERLINE OF THE OLD ROADBED, 39 FEET SOUTHEAST OF THE
 FJ0310'SOUTHEAST BANK OF CIMARRON RIVER, 13.4 FEET NORTHWEST OF THE
 FJ0310'FENCE PARALLELING THE ROADBED, AND 12.6 FEET EAST OF A 16-INCH
 FJ0310'OAK TREE.  A STANDARD DISK, STAMPED T 145 1934 AND SET IN THE
 FJ0310'TOP OF A CONCRETE POST.
 FJ0310
 FJ0310                          STATION RECOVERY (1975)
 FJ0310
 FJ0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0310'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0172 ***********************************************************************
 FJ0172  DESIGNATION -  T 148
 FJ0172  PID         -  FJ0172
 FJ0172  STATE/COUNTY-  OK/SEMINOLE
 FJ0172  COUNTRY     -  US
 FJ0172  USGS QUAD   -  WOLF (2018)
 FJ0172
 FJ0172                         *CURRENT SURVEY CONTROL
 FJ0172  ______________________________________________________________________
 FJ0172* NAD 83(1986) POSITION- 35 02 03.     (N) 096 44 24.     (W)   SCALED
 FJ0172* NAVD 88 ORTHO HEIGHT -   261.137 (meters)      856.75  (feet) ADJUSTED
 FJ0172  ______________________________________________________________________
 FJ0172  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 FJ0172  DYNAMIC HEIGHT  -        260.887 (meters)      855.93  (feet) COMP
 FJ0172  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 FJ0172
 FJ0172  VERT ORDER      -  SECOND    CLASS 0
 FJ0172
 FJ0172.The horizontal coordinates were scaled from a map and have
 FJ0172.an estimated accuracy of +/- 6 seconds.
 FJ0172
 FJ0172.The orthometric height was determined by differential leveling and
 FJ0172.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0172.in June 1991.
 FJ0172
 FJ0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0172.GEOID18 height accuracy estimate available here.
 FJ0172
 FJ0172.Click photographs - Photos may exist for this station.
 FJ0172
 FJ0172.The dynamic height is computed by dividing the NAVD 88
 FJ0172.geopotential number by the normal gravity value computed on the
 FJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0172.degrees latitude (g = 980.6199 gals.).
 FJ0172
 FJ0172.The modeled gravity was interpolated from observed gravity values.
 FJ0172
 FJ0172;                    North         East    Units  Estimated Accuracy
 FJ0172;SPC OK S     -   189,380.      714,970.      MT  (+/- 180 meters Scaled)
 FJ0172
 FJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD061791(NAD 83)
 FJ0172
 FJ0172                          SUPERSEDED SURVEY CONTROL
 FJ0172
 FJ0172  NGVD 29 (??/??/92)  261.049  (m)          856.46   (f) ADJ UNCH    2 0
 FJ0172
 FJ0172.Superseded values are not recommended for survey control.
 FJ0172
 FJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0172.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0172
 FJ0172_MARKER: DB = BENCH MARK DISK
 FJ0172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0172_SP_SET: ABUTMENT
 FJ0172_STAMPING: T 148 1934
 FJ0172_MARK LOGO: CGS
 FJ0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0172
 FJ0172  HISTORY     - Date     Condition        Report By
 FJ0172  HISTORY     - 1934     MONUMENTED       CGS
 FJ0172  HISTORY     - 1969     GOOD             CGS
 FJ0172  HISTORY     - 1984     GOOD             LOCSUR
 FJ0172  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 FJ0172
 FJ0172                          STATION DESCRIPTION
 FJ0172
 FJ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0172'5.6 MI N FROM KONAWA.
 FJ0172'5.6 MILES NORTH OF, ALONG OKLA. CITY, ADA. ATOKA RY. FROM STATION.
 FJ0172'TABLET SET HORIZONTALLY IN WEST END OF NORTH ABUTMENT TO CONCRETE
 FJ0172'BRIDGE OVER COUNTYROAD FROM HAZEL TO KONAWA, ABOUT 0.3 MILE
 FJ0172'N EAST OF M.P. 64, 96.6 FEET SOUTH OF CENTERLINE OF RY. CROSSING,
 FJ0172'46.7 FEET SOUTHEAST OF CENTERLINE OF RAILWAY TRACK, 16.2 FEET
 FJ0172'WEST OF CENTERLINE OF COUNTY ROAD, 2.2 FEET WEST OF WEST CONCRETE
 FJ0172'BANISTER OF BRIDGE, 1.5 FEET EAST OF WEST END OF ABUTMENT.
 FJ0172
 FJ0172                          STATION RECOVERY (1969)
 FJ0172
 FJ0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0172'RECOVERED IN GOOD CONDITION.
 FJ0172
 FJ0172                          STATION RECOVERY (1984)
 FJ0172
 FJ0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 FJ0172'DISC. IN TOP OF NORTHWEST WING WALL OF SMALL BRIDGE. 50' AND
 FJ0172'SOUTHEAST OF CENTERLINE ABANDONED R.R. AND 600 AND SOUTH OF 1/4 COR.
 FJ0172'35 AND 36 T 7 N R 5 E. PLACED PLASTIC MARKER ALONG SIDE.
 FJ0172
 FJ0172                          STATION RECOVERY (2017)
 FJ0172
 FJ0172'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 FJ0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0082 ***********************************************************************
 FJ0082  DESIGNATION -  T 149
 FJ0082  PID         -  FJ0082
 FJ0082  STATE/COUNTY-  OK/SEMINOLE
 FJ0082  COUNTRY     -  US
 FJ0082  USGS QUAD   -  WEWOKA EAST (2018)
 FJ0082
 FJ0082                         *CURRENT SURVEY CONTROL
 FJ0082  ______________________________________________________________________
 FJ0082* NAD 83(1986) POSITION- 35 09 28.6    (N) 096 29 28.1    (W)   HD_HELD2
 FJ0082* NAVD 88 ORTHO HEIGHT -   247.929 (meters)      813.41  (feet) ADJUSTED
 FJ0082  ______________________________________________________________________
 FJ0082  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 FJ0082  DYNAMIC HEIGHT  -        247.689 (meters)      812.63  (feet) COMP
 FJ0082  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 FJ0082
 FJ0082  VERT ORDER      -  SECOND    CLASS 0
 FJ0082
 FJ0082.The horizontal coordinates were established by autonomous hand held GPS
 FJ0082.observations and have an estimated accuracy of +/- 10 meters.
 FJ0082
 FJ0082.The orthometric height was determined by differential leveling and
 FJ0082.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0082.in June 1991.
 FJ0082
 FJ0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0082.GEOID18 height accuracy estimate available here.
 FJ0082
 FJ0082.Click photographs - Photos may exist for this station.
 FJ0082
 FJ0082.The dynamic height is computed by dividing the NAVD 88
 FJ0082.geopotential number by the normal gravity value computed on the
 FJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0082.degrees latitude (g = 980.6199 gals.).
 FJ0082
 FJ0082.The modeled gravity was interpolated from observed gravity values.
 FJ0082
 FJ0082;                    North         East    Units  Estimated Accuracy
 FJ0082;SPC OK S     -   203,425.      737,469.      MT  (+/- 10 meters HH2 GPS)
 FJ0082
 FJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2852193440(NAD 83)
 FJ0082
 FJ0082                          SUPERSEDED SURVEY CONTROL
 FJ0082
 FJ0082  NGVD 29 (??/??/92)  247.826  (m)          813.08   (f) ADJ UNCH    2 0
 FJ0082
 FJ0082.Superseded values are not recommended for survey control.
 FJ0082
 FJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0082.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0082
 FJ0082_MARKER: DB = BENCH MARK DISK
 FJ0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0082_SP_SET: BUILDING
 FJ0082_STAMPING: T 149 1934
 FJ0082_MARK LOGO: CGS
 FJ0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0082
 FJ0082  HISTORY     - Date     Condition        Report By
 FJ0082  HISTORY     - 1934     MONUMENTED       CGS
 FJ0082  HISTORY     - 1970     GOOD             NGS
 FJ0082  HISTORY     - 1988     GOOD             USPSQD
 FJ0082
 FJ0082                          STATION DESCRIPTION
 FJ0082
 FJ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0082'AT WEWOKA.
 FJ0082'AT WEWOKA, SEMINOLE COUNTY, AT THE COUNTY COURTHOUSE, IN THE FACE
 FJ0082'OF THE WEST BRICK WALL, 10.4 FEET NORTH OF THE SOUTHWEST CORNER,
 FJ0082'43.3 FEET SOUTH OF THE WEST ENTRANCE DOOR, 1.5 FEET BELOW THE
 FJ0082'SOUTHWEST WINDOW SILL, AND 4-1/2 FEET HIGHER THAN THE GROUND.
 FJ0082'A STANDARD DISK, STAMPED T 149 1934 AND SET VERTICALLY.
 FJ0082
 FJ0082                          STATION RECOVERY (1970)
 FJ0082
 FJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FJ0082'RECOVERED IN GOOD CONDITION.
 FJ0082
 FJ0082                          STATION RECOVERY (1988)
 FJ0082
 FJ0082'RECOVERY NOTE BY US POWER SQUADRON 1988 (CSF)
 FJ0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0087 ***********************************************************************
 EL0087  DESIGNATION -  T 15
 EL0087  PID         -  EL0087
 EL0087  STATE/COUNTY-  OK/ATOKA
 EL0087  COUNTRY     -  US
 EL0087  USGS QUAD   -  TUSHKA (2019)
 EL0087
 EL0087                         *CURRENT SURVEY CONTROL
 EL0087  ______________________________________________________________________
 EL0087* NAD 83(1986) POSITION- 34 22 08.     (N) 096 08 03.     (W)   SCALED
 EL0087* NAVD 88 ORTHO HEIGHT -   181.947 (meters)      596.94  (feet) ADJUSTED
 EL0087  ______________________________________________________________________
 EL0087  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 EL0087  DYNAMIC HEIGHT  -        181.761 (meters)      596.33  (feet) COMP
 EL0087  MODELED GRAVITY -    979,608.3   (mgal)                       NAVD 88
 EL0087
 EL0087  VERT ORDER      -  FIRST     CLASS II
 EL0087
 EL0087.The horizontal coordinates were scaled from a map and have
 EL0087.an estimated accuracy of +/- 6 seconds.
 EL0087
 EL0087.The orthometric height was determined by differential leveling and
 EL0087.adjusted by the NATIONAL GEODETIC SURVEY
 EL0087.in June 1991.
 EL0087
 EL0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0087.GEOID18 height accuracy estimate available here.
 EL0087
 EL0087.Click photographs - Photos may exist for this station.
 EL0087
 EL0087.The dynamic height is computed by dividing the NAVD 88
 EL0087.geopotential number by the normal gravity value computed on the
 EL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0087.degrees latitude (g = 980.6199 gals.).
 EL0087
 EL0087.The modeled gravity was interpolated from observed gravity values.
 EL0087
 EL0087;                    North         East    Units  Estimated Accuracy
 EL0087;SPC OK S     -   116,450.      771,610.      MT  (+/- 180 meters Scaled)
 EL0087
 EL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD635067(NAD 83)
 EL0087
 EL0087                          SUPERSEDED SURVEY CONTROL
 EL0087
 EL0087  NGVD 29 (??/??/92)  181.868  (m)          596.68   (f) ADJ UNCH    1 2
 EL0087
 EL0087.Superseded values are not recommended for survey control.
 EL0087
 EL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0087.See file dsdata.pdf to determine how the superseded data were derived.
 EL0087
 EL0087_MARKER: DB = BENCH MARK DISK
 EL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0087_STAMPING: T 15 1933
 EL0087_MARK LOGO: CGS
 EL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0087+STABILITY: SURFACE MOTION
 EL0087
 EL0087  HISTORY     - Date     Condition        Report By
 EL0087  HISTORY     - 1933     MONUMENTED       CGS
 EL0087  HISTORY     - 1934     GOOD             CGS
 EL0087  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0087
 EL0087                          STATION DESCRIPTION
 EL0087
 EL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0087'1.5 MI S FROM ATOKA.
 EL0087'ABOUT 1.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RR FROM
 EL0087'ATOKA, ATOKA COUNTY, ABOUT 800 FEET SOUTH OF MILEPOST 611, ABOUT
 EL0087'600 FEET NORTH OF SEMAPHORE 611.2 AND ABOUT 50 FEET EAST OF THE
 EL0087'EAST TRACK IN LINE WITH A ROW OF POLES.  120 FEET SOUTH OF
 EL0087'RIGHT OF WAY GATE.  A STANDARD DISK, STAMPED T 15 1933, AND
 EL0087'SET IN TOP OF CONCRETE POST.
 EL0087
 EL0087                          STATION RECOVERY (1967)
 EL0087
 EL0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0034 ***********************************************************************
 EL0034  DESIGNATION -  T 150
 EL0034  PID         -  EL0034
 EL0034  STATE/COUNTY-  OK/HUGHES
 EL0034  COUNTRY     -  US
 EL0034  USGS QUAD   -  CALVIN EAST (2018)
 EL0034
 EL0034                         *CURRENT SURVEY CONTROL
 EL0034  ______________________________________________________________________
 EL0034* NAD 83(1986) POSITION- 34 54 46.     (N) 096 09 38.     (W)   SCALED
 EL0034* NAVD 88 ORTHO HEIGHT -   272.676 (meters)      894.60  (feet) ADJUSTED
 EL0034  ______________________________________________________________________
 EL0034  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 EL0034  DYNAMIC HEIGHT  -        272.404 (meters)      893.71  (feet) COMP
 EL0034  MODELED GRAVITY -    979,630.4   (mgal)                       NAVD 88
 EL0034
 EL0034  VERT ORDER      -  SECOND    CLASS 0
 EL0034
 EL0034.The horizontal coordinates were scaled from a map and have
 EL0034.an estimated accuracy of +/- 6 seconds.
 EL0034
 EL0034.The orthometric height was determined by differential leveling and
 EL0034.adjusted by the NATIONAL GEODETIC SURVEY
 EL0034.in June 1991.
 EL0034
 EL0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0034.GEOID18 height accuracy estimate available here.
 EL0034
 EL0034.Click photographs - Photos may exist for this station.
 EL0034
 EL0034.The dynamic height is computed by dividing the NAVD 88
 EL0034.geopotential number by the normal gravity value computed on the
 EL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0034.degrees latitude (g = 980.6199 gals.).
 EL0034
 EL0034.The modeled gravity was interpolated from observed gravity values.
 EL0034
 EL0034;                    North         East    Units  Estimated Accuracy
 EL0034;SPC OK S     -   176,730.      768,080.      MT  (+/- 180 meters Scaled)
 EL0034
 EL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD594670(NAD 83)
 EL0034
 EL0034                          SUPERSEDED SURVEY CONTROL
 EL0034
 EL0034  NGVD 29 (??/??/92)  272.554  (m)          894.20   (f) ADJ UNCH    2 0
 EL0034
 EL0034.Superseded values are not recommended for survey control.
 EL0034
 EL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0034.See file dsdata.pdf to determine how the superseded data were derived.
 EL0034
 EL0034_MARKER: DB = BENCH MARK DISK
 EL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0034_STAMPING: T 150 1934
 EL0034_MARK LOGO: CGS
 EL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0034+STABILITY: SURFACE MOTION
 EL0034
 EL0034  HISTORY     - Date     Condition        Report By
 EL0034  HISTORY     - 1934     MONUMENTED       CGS
 EL0034
 EL0034                          STATION DESCRIPTION
 EL0034
 EL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0034'3.8 MI W FROM STUART.
 EL0034'3.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EL0034'FROM THE STATION AT STUART, HUGHES COUNTY, 0.5 MILE NORTHWEST
 EL0034'OF MILEPOST 390, AT A COUNTY-ROAD CROSSING, 47.3 FEET SOUTHWEST
 EL0034'OF THE CENTERLINE OF THE TRACK, 26 FEET SOUTHEAST OF THE CENTERLINE
 EL0034'OF THE ROAD, 4.6 FEET EAST OF A FENCE CORNER, 4.4 FEET SOUTHEAST
 EL0034'OF A NORTHEAST-AND-SOUTHWEST FENCE, AND 2.2 FEET NORTHEAST OF
 EL0034'A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED T 150
 EL0034'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0001 ***********************************************************************
 EM0001  DESIGNATION -  T 152
 EM0001  PID         -  EM0001
 EM0001  STATE/COUNTY-  OK/COMANCHE
 EM0001  COUNTRY     -  US
 EM0001  USGS QUAD   -  LAWTON (2018)
 EM0001
 EM0001                         *CURRENT SURVEY CONTROL
 EM0001  ______________________________________________________________________
 EM0001* NAD 83(1986) POSITION- 34 30 27.     (N) 098 23 19.     (W)   SCALED
 EM0001* NAVD 88 ORTHO HEIGHT -   324.825 (meters)     1065.70  (feet) ADJUSTED
 EM0001  ______________________________________________________________________
 EM0001  GEOID HEIGHT    -        -25.535 (meters)                     GEOID18
 EM0001  DYNAMIC HEIGHT  -        324.504 (meters)     1064.64  (feet) COMP
 EM0001  MODELED GRAVITY -    979,635.4   (mgal)                       NAVD 88
 EM0001
 EM0001  VERT ORDER      -  SECOND    CLASS 0
 EM0001
 EM0001.The horizontal coordinates were scaled from a map and have
 EM0001.an estimated accuracy of +/- 6 seconds.
 EM0001
 EM0001.The orthometric height was determined by differential leveling and
 EM0001.adjusted by the NATIONAL GEODETIC SURVEY
 EM0001.in June 1991.
 EM0001
 EM0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0001.GEOID18 height accuracy estimate available here.
 EM0001
 EM0001.Click photographs - Photos may exist for this station.
 EM0001
 EM0001.The dynamic height is computed by dividing the NAVD 88
 EM0001.geopotential number by the normal gravity value computed on the
 EM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0001.degrees latitude (g = 980.6199 gals.).
 EM0001
 EM0001.The modeled gravity was interpolated from observed gravity values.
 EM0001
 EM0001;                    North         East    Units  Estimated Accuracy
 EM0001;SPC OK S     -   130,310.      564,320.      MT  (+/- 180 meters Scaled)
 EM0001
 EM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND561185(NAD 83)
 EM0001
 EM0001                          SUPERSEDED SURVEY CONTROL
 EM0001
 EM0001  NGVD 29 (??/??/92)  324.740  (m)         1065.42   (f) ADJ UNCH    2 0
 EM0001
 EM0001.Superseded values are not recommended for survey control.
 EM0001
 EM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0001.See file dsdata.pdf to determine how the superseded data were derived.
 EM0001
 EM0001_MARKER: DB = BENCH MARK DISK
 EM0001_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0001_STAMPING: T 152 1934
 EM0001_MARK LOGO: CGS
 EM0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0001
 EM0001  HISTORY     - Date     Condition        Report By
 EM0001  HISTORY     - 1934     MONUMENTED       CGS
 EM0001  HISTORY     - 1961     MARK NOT FOUND   USGS
 EM0001  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0001
 EM0001                          STATION DESCRIPTION
 EM0001
 EM0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0001'1.7 MI N FROM GERONIMO.
 EM0001'1.7 MILE NORTH OF, ALONG C.R.I. AND PRY. FROM STATION.  ABOUT CENTER
 EM0001'OF 14 FT. CUT FOR RAILROAD AND CROSS ROAD.  43 FEET NORTH OF
 EM0001'CENTERLINE OF CROSS SECTION ROAD.  40.6 FEET NORTHEAST OF RAILROAD
 EM0001'CROSSING SIGN.  13.5 FEET EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND
 EM0001'AND PACIFIC RY.  1.9 FEET SOUTH OF EAST WING OF CATTLE GUARD.  TABLET
 EM0001'SET IN PRECAST CONCRETE POST.
 EM0001
 EM0001                          STATION RECOVERY (1961)
 EM0001
 EM0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EM0001'MARK NOT FOUND.
 EM0001
 EM0001                          STATION RECOVERY (1987)
 EM0001
 EM0001'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0018 ***********************************************************************
 EM0018  DESIGNATION -  T 153
 EM0018  PID         -  EM0018
 EM0018  STATE/COUNTY-  OK/CADDO
 EM0018  COUNTRY     -  US
 EM0018  USGS QUAD   -  APACHE (2018)
 EM0018
 EM0018                         *CURRENT SURVEY CONTROL
 EM0018  ______________________________________________________________________
 EM0018* NAD 83(1986) POSITION- 34 53 31.2    (N) 098 21 53.4    (W)   HD_HELD2
 EM0018* NAVD 88 ORTHO HEIGHT -   396.304 (meters)     1300.21  (feet) ADJUSTED
 EM0018  ______________________________________________________________________
 EM0018  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 EM0018  DYNAMIC HEIGHT  -        395.895 (meters)     1298.87  (feet) COMP
 EM0018  MODELED GRAVITY -    979,591.5   (mgal)                       NAVD 88
 EM0018
 EM0018  VERT ORDER      -  SECOND    CLASS 0
 EM0018
 EM0018.The horizontal coordinates were established by autonomous hand held GPS
 EM0018.observations and have an estimated accuracy of +/- 10 meters.
 EM0018
 EM0018.The orthometric height was determined by differential leveling and
 EM0018.adjusted by the NATIONAL GEODETIC SURVEY
 EM0018.in June 1991.
 EM0018
 EM0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0018.GEOID18 height accuracy estimate available here.
 EM0018
 EM0018.Click photographs - Photos may exist for this station.
 EM0018
 EM0018.The dynamic height is computed by dividing the NAVD 88
 EM0018.geopotential number by the normal gravity value computed on the
 EM0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0018.degrees latitude (g = 980.6199 gals.).
 EM0018
 EM0018.The modeled gravity was interpolated from observed gravity values.
 EM0018
 EM0018;                    North         East    Units  Estimated Accuracy
 EM0018;SPC OK S     -   172,955.      566,653.      MT  (+/- 10 meters HH2 GPS)
 EM0018
 EM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5803661250(NAD 83)
 EM0018
 EM0018                          SUPERSEDED SURVEY CONTROL
 EM0018
 EM0018  NGVD 29 (??/??/92)  396.167  (m)         1299.76   (f) ADJ UNCH    2 0
 EM0018
 EM0018.Superseded values are not recommended for survey control.
 EM0018
 EM0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0018.See file dsdata.pdf to determine how the superseded data were derived.
 EM0018
 EM0018_MARKER: DB = BENCH MARK DISK
 EM0018_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0018_SP_SET: PEDESTAL
 EM0018_STAMPING: T 153 1934
 EM0018_MARK LOGO: CGS
 EM0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0018
 EM0018  HISTORY     - Date     Condition        Report By
 EM0018  HISTORY     - 1934     MONUMENTED       CGS
 EM0018  HISTORY     - 1971     GOOD             OKDH
 EM0018  HISTORY     - 20000212 GOOD             LOCSUR
 EM0018
 EM0018                          STATION DESCRIPTION
 EM0018
 EM0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0018'IN APACHE.
 EM0018'BRONZE TABLET IN NORTHEAST CONCRETE PEDESTAL OF CITY WATER TANK.  63.3
 EM0018'FEET SOUTH OF SOUTH WALL OF CITY HALL.  45 FEET EAST OF CENTERLINE OF
 EM0018'ALLEY.
 EM0018
 EM0018                          STATION RECOVERY (1971)
 EM0018
 EM0018'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0018'RECOVERED IN GOOD CONDITION.
 EM0018
 EM0018                          STATION RECOVERY (2000)
 EM0018
 EM0018'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0018'MARK FOUND IN GOOD CONDITION.  NOTE-WATER TOWER HAS BEEN REMOVED
 EM0018'(APACHE MUNICIPAL TANK) .  USED IN LAWTON 2000 MONUMENTATION PROGRAM
 EM0018'BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT, NO
 EM0018'OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0113 ***********************************************************************
 FK0113  DESIGNATION -  T 154
 FK0113  PID         -  FK0113
 FK0113  STATE/COUNTY-  OK/CADDO
 FK0113  COUNTRY     -  US
 FK0113  USGS QUAD   -  HINTON (2018)
 FK0113
 FK0113                         *CURRENT SURVEY CONTROL
 FK0113  ______________________________________________________________________
 FK0113* NAD 83(1986) POSITION- 35 24 36.     (N) 098 21 27.     (W)   SCALED
 FK0113* NAVD 88 ORTHO HEIGHT -   440.654 (meters)     1445.71  (feet) ADJUSTED
 FK0113  ______________________________________________________________________
 FK0113  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 FK0113  DYNAMIC HEIGHT  -        440.213 (meters)     1444.27  (feet) COMP
 FK0113  MODELED GRAVITY -    979,621.0   (mgal)                       NAVD 88
 FK0113
 FK0113  VERT ORDER      -  SECOND    CLASS 0
 FK0113
 FK0113.The horizontal coordinates were scaled from a map and have
 FK0113.an estimated accuracy of +/- 6 seconds.
 FK0113
 FK0113.The orthometric height was determined by differential leveling and
 FK0113.adjusted by the NATIONAL GEODETIC SURVEY
 FK0113.in June 1991.
 FK0113
 FK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0113.GEOID18 height accuracy estimate available here.
 FK0113
 FK0113.Click photographs - Photos may exist for this station.
 FK0113
 FK0113.The dynamic height is computed by dividing the NAVD 88
 FK0113.geopotential number by the normal gravity value computed on the
 FK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0113.degrees latitude (g = 980.6199 gals.).
 FK0113
 FK0113.The modeled gravity was interpolated from observed gravity values.
 FK0113
 FK0113;                    North         East    Units  Estimated Accuracy
 FK0113;SPC OK S     -   230,420.      567,530.      MT  (+/- 180 meters Scaled)
 FK0113
 FK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE583187(NAD 83)
 FK0113
 FK0113                          SUPERSEDED SURVEY CONTROL
 FK0113
 FK0113  NGVD 29 (??/??/92)  440.477  (m)         1445.13   (f) ADJ UNCH    2 0
 FK0113
 FK0113.Superseded values are not recommended for survey control.
 FK0113
 FK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0113.See file dsdata.pdf to determine how the superseded data were derived.
 FK0113
 FK0113_MARKER: DB = BENCH MARK DISK
 FK0113_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0113_STAMPING: T 154 1934
 FK0113_MARK LOGO: CGS
 FK0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0113
 FK0113  HISTORY     - Date     Condition        Report By
 FK0113  HISTORY     - 1934     MONUMENTED       CGS
 FK0113  HISTORY     - 1976     MARK NOT FOUND   USGS
 FK0113
 FK0113                          STATION DESCRIPTION
 FK0113
 FK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0113'4.1 MI N FROM LOOKEBA.
 FK0113'4.1 MILES NORTH OF, ALONG C.R.I. AND P.RY, FROM STATION 300 FEET
 FK0113'EAST OF POINT WHERE TELEPHONE LINE CROSSES TRACK, 115 FEET
 FK0113'NORTHEAST OF FIRST TELEGRAPH POLE NORTHEAST OF M.P. 97-10, 54.6
 FK0113'FEET NORTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 FK0113'R.R. TRACK, 50.8 FEET SOUTHEAST OF WEST R/W FENCE CORNER, 23 FEET
 FK0113'NORTHEAST OF CENTERLINE OF CROSS ROAD, 2 FEET SOUTHWEST OF R/W
 FK0113'CROSS FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FK0113
 FK0113                          STATION RECOVERY (1976)
 FK0113
 FK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FK0113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0465 ***********************************************************************
 EL0465  DESIGNATION -  T 155
 EL0465  PID         -  EL0465
 EL0465  STATE/COUNTY-  OK/CARTER
 EL0465  COUNTRY     -  US
 EL0465  USGS QUAD   -  TATUMS (2018)
 EL0465
 EL0465                         *CURRENT SURVEY CONTROL
 EL0465  ______________________________________________________________________
 EL0465* NAD 83(1986) POSITION- 34 27 17.     (N) 097 29 42.     (W)   SCALED
 EL0465* NAVD 88 ORTHO HEIGHT -   290.754 (meters)      953.92  (feet) ADJUSTED
 EL0465  ______________________________________________________________________
 EL0465  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 EL0465  DYNAMIC HEIGHT  -        290.459 (meters)      952.95  (feet) COMP
 EL0465  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 EL0465
 EL0465  VERT ORDER      -  SECOND    CLASS 0
 EL0465
 EL0465.The horizontal coordinates were scaled from a map and have
 EL0465.an estimated accuracy of +/- 6 seconds.
 EL0465
 EL0465.The orthometric height was determined by differential leveling and
 EL0465.adjusted by the NATIONAL GEODETIC SURVEY
 EL0465.in June 1991.
 EL0465
 EL0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0465.GEOID18 height accuracy estimate available here.
 EL0465
 EL0465.Click photographs - Photos may exist for this station.
 EL0465
 EL0465.The dynamic height is computed by dividing the NAVD 88
 EL0465.geopotential number by the normal gravity value computed on the
 EL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0465.degrees latitude (g = 980.6199 gals.).
 EL0465
 EL0465.The modeled gravity was interpolated from observed gravity values.
 EL0465
 EL0465;                    North         East    Units  Estimated Accuracy
 EL0465;SPC OK S     -   124,500.      646,400.      MT  (+/- 180 meters Scaled)
 EL0465
 EL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD382136(NAD 83)
 EL0465
 EL0465                          SUPERSEDED SURVEY CONTROL
 EL0465
 EL0465  NGVD 29 (??/??/92)  290.670  (m)          953.64   (f) ADJ UNCH    2 0
 EL0465
 EL0465.Superseded values are not recommended for survey control.
 EL0465
 EL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0465.See file dsdata.pdf to determine how the superseded data were derived.
 EL0465
 EL0465_MARKER: DB = BENCH MARK DISK
 EL0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0465_SP_SET: BRIDGE
 EL0465_STAMPING: T 155 1934
 EL0465_MARK LOGO: CGS
 EL0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0465
 EL0465  HISTORY     - Date     Condition        Report By
 EL0465  HISTORY     - 1934     MONUMENTED       CGS
 EL0465  HISTORY     - 20210318 MARK NOT FOUND   OKDOT
 EL0465
 EL0465                          STATION DESCRIPTION
 EL0465
 EL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0465'4 MI E FROM COUNTY LINE.
 EL0465'4 MILES EAST OF, ALONG ST. HWY. 22, FROM SCHOOL.  BRONZE TABLET
 EL0465'IN EAST WING WALL OF HIGHWAY BRIDGE, ABOUT 0.2 MILE SOUTHWEST
 EL0465'OF OIL PUMP STATION, 500 FEET WEST OF ORANGE ENGINE ROOM FOR
 EL0465'OIL WELL, 29.6 FEET NORTHWEST OF FENCE, 21 FEET SOUTHEAST
 EL0465'OF CENTERLINE OF STATE HWY. 22, 2.3 FEET SOUTHWEST OF NORTHEAST
 EL0465'END OF BRIDGE.
 EL0465
 EL0465                          STATION RECOVERY (2021)
 EL0465
 EL0465'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0465'HIGHWAY 22 IS NOW HIGHWAY 7.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0208 ***********************************************************************
 EL0208  DESIGNATION -  T 156
 EL0208  PID         -  EL0208
 EL0208  STATE/COUNTY-  OK/JOHNSTON
 EL0208  COUNTRY     -  US
 EL0208  USGS QUAD   -  TISHOMINGO (2018)
 EL0208
 EL0208                         *CURRENT SURVEY CONTROL
 EL0208  ______________________________________________________________________
 EL0208* NAD 83(1986) POSITION- 34 11 05.     (N) 096 44 48.     (W)   SCALED
 EL0208* NAVD 88 ORTHO HEIGHT -   195.121 (meters)      640.16  (feet) ADJUSTED
 EL0208  ______________________________________________________________________
 EL0208  GEOID HEIGHT    -        -25.905 (meters)                     GEOID18
 EL0208  DYNAMIC HEIGHT  -        194.923 (meters)      639.51  (feet) COMP
 EL0208  MODELED GRAVITY -    979,620.8   (mgal)                       NAVD 88
 EL0208
 EL0208  VERT ORDER      -  SECOND    CLASS 0
 EL0208
 EL0208.The horizontal coordinates were scaled from a map and have
 EL0208.an estimated accuracy of +/- 6 seconds.
 EL0208
 EL0208.The orthometric height was determined by differential leveling and
 EL0208.adjusted by the NATIONAL GEODETIC SURVEY
 EL0208.in June 1991.
 EL0208
 EL0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0208.GEOID18 height accuracy estimate available here.
 EL0208
 EL0208.Click photographs - Photos may exist for this station.
 EL0208
 EL0208.The dynamic height is computed by dividing the NAVD 88
 EL0208.geopotential number by the normal gravity value computed on the
 EL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0208.degrees latitude (g = 980.6199 gals.).
 EL0208
 EL0208.The modeled gravity was interpolated from observed gravity values.
 EL0208
 EL0208;                    North         East    Units  Estimated Accuracy
 EL0208;SPC OK S     -    95,160.      715,530.      MT  (+/- 180 meters Scaled)
 EL0208
 EL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC076849(NAD 83)
 EL0208
 EL0208                          SUPERSEDED SURVEY CONTROL
 EL0208
 EL0208  NGVD 29 (??/??/92)  195.077  (m)          640.02   (f) ADJ UNCH    2 0
 EL0208
 EL0208.Superseded values are not recommended for survey control.
 EL0208
 EL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0208.See file dsdata.pdf to determine how the superseded data were derived.
 EL0208
 EL0208_MARKER: DB = BENCH MARK DISK
 EL0208_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0208_STAMPING: T 156 1934
 EL0208_MARK LOGO: CGS
 EL0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0208
 EL0208  HISTORY     - Date     Condition        Report By
 EL0208  HISTORY     - 1934     MONUMENTED       CGS
 EL0208  HISTORY     - 1964     MARK NOT FOUND   USGS
 EL0208
 EL0208                          STATION DESCRIPTION
 EL0208
 EL0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0208'AT RANDOLPH.
 EL0208'AT RANDOLPH, MARSHALL COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EL0208'RAILWAY, 0.1 MILE NORTH OF THE RAILROAD STOCK PEN AND LOADING
 EL0208'CHUTTE, 35 FEET WEST OF THE CENTERLINE OF A DIRT ROAD PARALLEL
 EL0208'TO THE TRACKS, 34 FEET EAST OF THE CENTERLINE OF THE MAIN-LINE
 EL0208'TRACK AND 9.9 FEET SOUTH OF MILEPOST 596.  A STANDARD DISK,
 EL0208'STAMPED T 156 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EL0208
 EL0208                          STATION RECOVERY (1964)
 EL0208
 EL0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EL0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0112 ***********************************************************************
 EL0112  DESIGNATION -  T 157
 EL0112  PID         -  EL0112
 EL0112  STATE/COUNTY-  OK/COAL
 EL0112  COUNTRY     -  US
 EL0112  USGS QUAD   -  OLNEY (2018)
 EL0112
 EL0112                         *CURRENT SURVEY CONTROL
 EL0112  ______________________________________________________________________
 EL0112* NAD 83(1986) POSITION- 34 28 15.     (N) 096 21 08.     (W)   SCALED
 EL0112* NAVD 88 ORTHO HEIGHT -   181.335 (meters)      594.93  (feet) ADJUSTED
 EL0112  ______________________________________________________________________
 EL0112  GEOID HEIGHT    -        -27.071 (meters)                     GEOID18
 EL0112  DYNAMIC HEIGHT  -        181.154 (meters)      594.34  (feet) COMP
 EL0112  MODELED GRAVITY -    979,637.9   (mgal)                       NAVD 88
 EL0112
 EL0112  VERT ORDER      -  SECOND    CLASS 0
 EL0112
 EL0112.The horizontal coordinates were scaled from a map and have
 EL0112.an estimated accuracy of +/- 6 seconds.
 EL0112
 EL0112.The orthometric height was determined by differential leveling and
 EL0112.adjusted by the NATIONAL GEODETIC SURVEY
 EL0112.in June 1991.
 EL0112
 EL0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0112.GEOID18 height accuracy estimate available here.
 EL0112
 EL0112.Click photographs - Photos may exist for this station.
 EL0112
 EL0112.The dynamic height is computed by dividing the NAVD 88
 EL0112.geopotential number by the normal gravity value computed on the
 EL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0112.degrees latitude (g = 980.6199 gals.).
 EL0112
 EL0112.The modeled gravity was interpolated from observed gravity values.
 EL0112
 EL0112;                    North         East    Units  Estimated Accuracy
 EL0112;SPC OK S     -   127,410.      751,370.      MT  (+/- 180 meters Scaled)
 EL0112
 EL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD431175(NAD 83)
 EL0112
 EL0112                          SUPERSEDED SURVEY CONTROL
 EL0112
 EL0112  NGVD 29 (??/??/92)  181.274  (m)          594.73   (f) ADJ UNCH    2 0
 EL0112
 EL0112.Superseded values are not recommended for survey control.
 EL0112
 EL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0112.See file dsdata.pdf to determine how the superseded data were derived.
 EL0112
 EL0112_MARKER: DB = BENCH MARK DISK
 EL0112_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0112+WITH SETTING: PAVEMENT
 EL0112_SP_SET: TANK FOUNDATION
 EL0112_STAMPING: T 157 1934
 EL0112_MARK LOGO: CGS
 EL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0112+STABILITY: SURFACE MOTION
 EL0112
 EL0112  HISTORY     - Date     Condition        Report By
 EL0112  HISTORY     - 1934     MONUMENTED       CGS
 EL0112
 EL0112                          STATION DESCRIPTION
 EL0112
 EL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0112'IN OLNEY.
 EL0112'BRONZE TABLET IN CIRCULAR CONCRETE FOUNDATION FOR RAILROAD
 EL0112'WATER TANK, IN SOUTHEAST EDGE OF FOUNDATION, 95 FEET SOUTH OF
 EL0112'FIRST TELEGRAPH POLE SOUTHWEST OF M.P. 52-15, 79.8 FEET SOUTHWEST
 EL0112'OF CATTLE GUARD AND R/W CROSS FENCE, 33 FEET SOUTHEAST OF
 EL0112'CENTERINE OF ROCK ISLAND AND PACIFIC R.R. TRACK, 16.3 FEET
 EL0112'NORTHWEST OF R/W FENCE, 2 FEET ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0017 ***********************************************************************
 EL0017  DESIGNATION -  T 158
 EL0017  PID         -  EL0017
 EL0017  STATE/COUNTY-  OK/COAL
 EL0017  COUNTRY     -  US
 EL0017  USGS QUAD   -  COALGATE (2018)
 EL0017
 EL0017                         *CURRENT SURVEY CONTROL
 EL0017  ______________________________________________________________________
 EL0017* NAD 83(1986) POSITION- 34 33 38.     (N) 096 12 01.     (W)   SCALED
 EL0017* NAVD 88 ORTHO HEIGHT -   185.829 (meters)      609.67  (feet) ADJUSTED
 EL0017  ______________________________________________________________________
 EL0017  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 EL0017  DYNAMIC HEIGHT  -        185.642 (meters)      609.06  (feet) COMP
 EL0017  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 EL0017
 EL0017  VERT ORDER      -  SECOND    CLASS 0
 EL0017
 EL0017.The horizontal coordinates were scaled from a map and have
 EL0017.an estimated accuracy of +/- 6 seconds.
 EL0017
 EL0017.The orthometric height was determined by differential leveling and
 EL0017.adjusted by the NATIONAL GEODETIC SURVEY
 EL0017.in June 1991.
 EL0017
 EL0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0017.GEOID18 height accuracy estimate available here.
 EL0017
 EL0017.Click photographs - Photos may exist for this station.
 EL0017
 EL0017.The dynamic height is computed by dividing the NAVD 88
 EL0017.geopotential number by the normal gravity value computed on the
 EL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0017.degrees latitude (g = 980.6199 gals.).
 EL0017
 EL0017.The modeled gravity was interpolated from observed gravity values.
 EL0017
 EL0017;                    North         East    Units  Estimated Accuracy
 EL0017;SPC OK S     -   137,600.      765,150.      MT  (+/- 180 meters Scaled)
 EL0017
 EL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD568278(NAD 83)
 EL0017
 EL0017                          SUPERSEDED SURVEY CONTROL
 EL0017
 EL0017  NGVD 29 (??/??/92)  185.753  (m)          609.42   (f) ADJ UNCH    2 0
 EL0017
 EL0017.Superseded values are not recommended for survey control.
 EL0017
 EL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0017.See file dsdata.pdf to determine how the superseded data were derived.
 EL0017
 EL0017_MARKER: DB = BENCH MARK DISK
 EL0017_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0017_STAMPING: T 158 1934
 EL0017_MARK LOGO: CGS
 EL0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0017
 EL0017  HISTORY     - Date     Condition        Report By
 EL0017  HISTORY     - 1934     MONUMENTED       CGS
 EL0017
 EL0017                          STATION DESCRIPTION
 EL0017
 EL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0017'2.4 MI NE FROM COALGATE.
 EL0017'ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0017'PACIFIC RAILWAY FROM THE STATION AT COALGATE, COAL COUNTY, 77.7
 EL0017'FEET SOUTHEAST OF THE FIRST POLE NORTHEAST OF MILEPOST 41+15,
 EL0017'ABOUT 80 FEET WEST OF THE CENTER LINE OF THE SPUR TRACK OF THE
 EL0017'COTTONWOOD SPUR, AT A ROAD CROSSING, 60.7 FEET SOUTHWEST OF THE
 EL0017'CENTER LINE OF THE ROAD, 50.2 FEET SOUTHEAST OF THE CENTER LINE
 EL0017'OF THE MAIN TRACK, 27.5 FEET SOUTHWEST OF THE EAST RIGHT-OF-WAY
 EL0017'FENCE CORNER, AND 1.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 EL0017'A STANDARD DISK, STAMPED T 158 1934 AND SET IN THE TOP OF A
 EL0017'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0632 ***********************************************************************
 EK0632  DESIGNATION -  T 159
 EK0632  PID         -  EK0632
 EK0632  STATE/COUNTY-  OK/PITTSBURG
 EK0632  COUNTRY     -  US
 EK0632  USGS QUAD   -  HARTSHORNE (2018)
 EK0632
 EK0632                         *CURRENT SURVEY CONTROL
 EK0632  ______________________________________________________________________
 EK0632* NAD 83(1986) POSITION- 34 50 28.     (N) 095 37 10.     (W)   SCALED
 EK0632* NAVD 88 ORTHO HEIGHT -   187.701 (meters)      615.82  (feet) ADJUSTED
 EK0632  ______________________________________________________________________
 EK0632  GEOID HEIGHT    -        -30.559 (meters)                     GEOID18
 EK0632  DYNAMIC HEIGHT  -        187.508 (meters)      615.18  (feet) COMP
 EK0632  MODELED GRAVITY -    979,605.1   (mgal)                       NAVD 88
 EK0632
 EK0632  VERT ORDER      -  SECOND    CLASS 0
 EK0632
 EK0632.The horizontal coordinates were scaled from a map and have
 EK0632.an estimated accuracy of +/- 6 seconds.
 EK0632
 EK0632.The orthometric height was determined by differential leveling and
 EK0632.adjusted by the NATIONAL GEODETIC SURVEY
 EK0632.in June 1991.
 EK0632
 EK0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0632.GEOID18 height accuracy estimate available here.
 EK0632
 EK0632.Click photographs - Photos may exist for this station.
 EK0632
 EK0632.The dynamic height is computed by dividing the NAVD 88
 EK0632.geopotential number by the normal gravity value computed on the
 EK0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0632.degrees latitude (g = 980.6199 gals.).
 EK0632
 EK0632.The modeled gravity was interpolated from observed gravity values.
 EK0632
 EK0632;                    North         East    Units  Estimated Accuracy
 EK0632;SPC OK S     -   169,820.      817,700.      MT  (+/- 180 meters Scaled)
 EK0632
 EK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU604585(NAD 83)
 EK0632
 EK0632                          SUPERSEDED SURVEY CONTROL
 EK0632
 EK0632  NGVD 29 (??/??/92)  187.596  (m)          615.47   (f) ADJ UNCH    2 0
 EK0632
 EK0632.Superseded values are not recommended for survey control.
 EK0632
 EK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0632.See file dsdata.pdf to determine how the superseded data were derived.
 EK0632
 EK0632_MARKER: DB = BENCH MARK DISK
 EK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0632_STAMPING: T 159 1934
 EK0632_MARK LOGO: CGS
 EK0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0632+STABILITY: SURFACE MOTION
 EK0632
 EK0632  HISTORY     - Date     Condition        Report By
 EK0632  HISTORY     - 1934     MONUMENTED       CGS
 EK0632  HISTORY     - 1988     GOOD             USPSQD
 EK0632
 EK0632                          STATION DESCRIPTION
 EK0632
 EK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0632'3.1 MI SW FROM HAILEYVILLE.
 EK0632'ABOUT 3.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0632'PACIFIC RAILWAY FROM THE STATION AT HAILEYVILLE, PITTSBURG
 EK0632'COUNTY, ABOUT 2 POLES SOUTHWEST OF MILEPOST 2, ABOUT 0.3 MILE
 EK0632'WEST OF A COUNTY ROAD BRIDGE, 3 FEET WEST OF A POLE, AND 36 FEET
 EK0632'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 EK0632'STAMPED T 159 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0632
 EK0632                          STATION RECOVERY (1988)
 EK0632
 EK0632'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0695 ***********************************************************************
 FH0695  DESIGNATION -  T 161
 FH0695  PID         -  FH0695
 FH0695  STATE/COUNTY-  OK/MUSKOGEE
 FH0695  COUNTRY     -  US
 FH0695  USGS QUAD   -  BOYNTON (2018)
 FH0695
 FH0695                         *CURRENT SURVEY CONTROL
 FH0695  ______________________________________________________________________
 FH0695* NAD 83(1986) POSITION- 35 38 49.     (N) 095 39 03.     (W)   SCALED
 FH0695* NAVD 88 ORTHO HEIGHT -   192.107 (meters)      630.27  (feet) ADJUSTED
 FH0695  ______________________________________________________________________
 FH0695  GEOID HEIGHT    -        -29.481 (meters)                     GEOID18
 FH0695  DYNAMIC HEIGHT  -        191.929 (meters)      629.69  (feet) COMP
 FH0695  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 FH0695
 FH0695  VERT ORDER      -  SECOND    CLASS 0
 FH0695
 FH0695.The horizontal coordinates were scaled from a map and have
 FH0695.an estimated accuracy of +/- 6 seconds.
 FH0695
 FH0695.The orthometric height was determined by differential leveling and
 FH0695.adjusted by the NATIONAL GEODETIC SURVEY
 FH0695.in June 1991.
 FH0695
 FH0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0695.GEOID18 height accuracy estimate available here.
 FH0695
 FH0695.Click photographs - Photos may exist for this station.
 FH0695
 FH0695.The dynamic height is computed by dividing the NAVD 88
 FH0695.geopotential number by the normal gravity value computed on the
 FH0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0695.degrees latitude (g = 980.6199 gals.).
 FH0695
 FH0695.The modeled gravity was interpolated from observed gravity values.
 FH0695
 FH0695;                    North         East    Units  Estimated Accuracy
 FH0695;SPC OK N     -    74,350.      812,730.      MT  (+/- 180 meters Scaled)
 FH0695
 FH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV599480(NAD 83)
 FH0695
 FH0695                          SUPERSEDED SURVEY CONTROL
 FH0695
 FH0695  NGVD 29 (??/??/92)  191.994  (m)          629.90   (f) ADJ UNCH    2 0
 FH0695
 FH0695.Superseded values are not recommended for survey control.
 FH0695
 FH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0695.See file dsdata.pdf to determine how the superseded data were derived.
 FH0695
 FH0695_MARKER: DB = BENCH MARK DISK
 FH0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0695_SP_SET: WALL
 FH0695_STAMPING: T 161 1934
 FH0695_MARK LOGO: CGS
 FH0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0695
 FH0695  HISTORY     - Date     Condition        Report By
 FH0695  HISTORY     - 1934     MONUMENTED       CGS
 FH0695  HISTORY     - 1960     GOOD             CGS
 FH0695  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FH0695
 FH0695                          STATION DESCRIPTION
 FH0695
 FH0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0695'IN BOYNTON.
 FH0695'IN THE TOWN OF, AT S.L. AND S.F. RY. STATION.  22.3 FEET
 FH0695'NORTHWEST OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS AND SAN
 FH0695'FRANCISCO RY., 4.3 FEET ABOVE LEVEL OF BRICK PLATFORM, 1.3 FEET
 FH0695'SOUTHWEST OF EAST CORNER OF ST. LOUIS AND SAN FRANCISCO RY.
 FH0695'STATION, BRONZE TABLET SET VERTICALLY IN SOUTHEAST BRICK WALL
 FH0695'OF S.L. AND S.F. RY. STATION.
 FH0695
 FH0695                          STATION RECOVERY (1960)
 FH0695
 FH0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0695'RECOVERED IN GOOD CONDITION.
 FH0695
 FH0695                          STATION RECOVERY (1997)
 FH0695
 FH0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0695'A THOROUGH SEARCH REVEALED NO VIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0706 ***********************************************************************
 FH0706  DESIGNATION -  T 162
 FH0706  PID         -  FH0706
 FH0706  STATE/COUNTY-  OK/OKMULGEE
 FH0706  COUNTRY     -  US
 FH0706  USGS QUAD   -  OKMULGEE SOUTH (2019)
 FH0706
 FH0706                         *CURRENT SURVEY CONTROL
 FH0706  ______________________________________________________________________
 FH0706* NAD 83(1986) POSITION- 35 37 27.     (N) 095 54 37.     (W)   SCALED
 FH0706* NAVD 88 ORTHO HEIGHT -   208.341 (meters)      683.53  (feet) ADJUSTED
 FH0706  ______________________________________________________________________
 FH0706  GEOID HEIGHT    -        -29.179 (meters)                     GEOID18
 FH0706  DYNAMIC HEIGHT  -        208.148 (meters)      682.90  (feet) COMP
 FH0706  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 FH0706
 FH0706  VERT ORDER      -  SECOND    CLASS 0
 FH0706
 FH0706.The horizontal coordinates were scaled from a map and have
 FH0706.an estimated accuracy of +/- 6 seconds.
 FH0706
 FH0706.The orthometric height was determined by differential leveling and
 FH0706.adjusted by the NATIONAL GEODETIC SURVEY
 FH0706.in June 1991.
 FH0706
 FH0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0706.GEOID18 height accuracy estimate available here.
 FH0706
 FH0706.Click photographs - Photos may exist for this station.
 FH0706
 FH0706.The dynamic height is computed by dividing the NAVD 88
 FH0706.geopotential number by the normal gravity value computed on the
 FH0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0706.degrees latitude (g = 980.6199 gals.).
 FH0706
 FH0706.The modeled gravity was interpolated from observed gravity values.
 FH0706
 FH0706;                    North         East    Units  Estimated Accuracy
 FH0706;SPC OK N     -    71,290.      789,290.      MT  (+/- 180 meters Scaled)
 FH0706
 FH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV364461(NAD 83)
 FH0706
 FH0706                          SUPERSEDED SURVEY CONTROL
 FH0706
 FH0706  NGVD 29 (??/??/92)  208.230  (m)          683.17   (f) ADJ UNCH    2 0
 FH0706
 FH0706.Superseded values are not recommended for survey control.
 FH0706
 FH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0706.See file dsdata.pdf to determine how the superseded data were derived.
 FH0706
 FH0706_MARKER: DB = BENCH MARK DISK
 FH0706_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0706_STAMPING: T 162 1934
 FH0706_MARK LOGO: CGS
 FH0706_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0706_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0706+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2022
 FH0706
 FH0706  HISTORY     - Date     Condition        Report By
 FH0706  HISTORY     - 1934     MONUMENTED       CGS
 FH0706  HISTORY     - 19970429 GOOD             NGS
 FH0706  HISTORY     - 20220213 POOR             OKDOT
 FH0706
 FH0706                          STATION DESCRIPTION
 FH0706
 FH0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0706'3.5 MI W FROM MORRIS.
 FH0706'3.5 MILES WEST OF, ALONG S.L. AND S.F. RY. FROM STATION.
 FH0706'ABOUT 125 FEET NORTHWEST OF M.P. 491-5, 45.8 FEET WEST OF
 FH0706'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 36.6 FEET NORTH
 FH0706'OF CENTERLINE OF U.S. HWY. 62, 4.7 FEET NORTHEAST OF POWER POLE.
 FH0706'TABLET SET IN PRECAST CONCRETE POST.
 FH0706
 FH0706                          STATION RECOVERY (1997)
 FH0706
 FH0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0706'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 FH0706'U.S.  HIGHWAY 62 IN MORRIS, THENCE 4.6 KM (2.85 MI) WESTERLY ALONG A
 FH0706'PAVED ROAD, 73.0 M (239.5 FT) EAST OF THE EXTENDED CENTER OF A PAVED
 FH0706'ROAD LEADING SOUTHEAST, 48.3 M (158.5 FT) WEST OF THE CENTER OF A
 FH0706'DRIVEWAY, 11.3 M (37.1 FT) NORTH OF AND LEVEL WITH THE ROAD
 FH0706'CENTERLINE, 1.5 M (4.9 FT) NORTHEAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 FH0706'NORTH OF A FENCE, 1.0 M (3.3 FT) EAST OF A FENCE, AND THE MONUMENT
 FH0706'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 FH0706
 FH0706                          STATION RECOVERY (2022)
 FH0706
 FH0706'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0706'FOUND THE CONCRETE POST APPROX.  6 INCHES (15 CM) BELOW GROUND, CAP
 FH0706'HAS BEEN BROKEN OFF.  CAP NOT LOCATED.  PHOTOS PROVIDED.  MARK
 FH0706'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0257 ***********************************************************************
 GG0257  DESIGNATION -  T 163
 GG0257  PID         -  GG0257
 GG0257  STATE/COUNTY-  OK/OTTAWA
 GG0257  COUNTRY     -  US
 GG0257  USGS QUAD   -  AFTON (2018)
 GG0257
 GG0257                         *CURRENT SURVEY CONTROL
 GG0257  ______________________________________________________________________
 GG0257* NAD 83(2011) POSITION- 36 43 11.92599(N) 094 54 38.97509(W)   ADJUSTED
 GG0257* NAD 83(2011) ELLIP HT-   212.725 (meters)        (01/10/24)   ADJUSTED
 GG0257* NAD 83(2011) EPOCH   -  2010.00
 GG0257* NAVD 88 ORTHO HEIGHT -   241.940 (meters)      793.76  (feet) ADJUSTED
 GG0257  ______________________________________________________________________
 GG0257  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 GG0257  NAD 83(2011) X  -   -438,196.218 (meters)                     COMP
 GG0257  NAD 83(2011) Y  - -5,100,014.063 (meters)                     COMP
 GG0257  NAD 83(2011) Z  -  3,792,656.921 (meters)                     COMP
 GG0257  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 GG0257  DYNAMIC HEIGHT  -        241.740 (meters)      793.11  (feet) COMP
 GG0257  MODELED GRAVITY -    979,797.6   (mgal)                       NAVD 88
 GG0257
 GG0257  VERT ORDER      -  SECOND    CLASS 0
 GG0257
 GG0257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0257  Standards:
 GG0257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0257  -------------------------------------------------------------------
 GG0257  NETWORK    0.66   1.31           0.28   0.26   0.67     -0.09599868
 GG0257  -------------------------------------------------------------------
 GG0257  Click here for local accuracies and other accuracy information.
 GG0257
 GG0257.The horizontal coordinates were established by GPS observations
 GG0257.and adjusted by the OK DEPT OF TRANSP in January 2024.
 GG0257
 GG0257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0257.been affixed to the stable North American tectonic plate. See 
 GG0257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0257
 GG0257.The horizontal coordinates are valid at the epoch date displayed above
 GG0257.which is a decimal equivalence of Year/Month/Day.
 GG0257
 GG0257.The orthometric height was determined by differential leveling and
 GG0257.adjusted by the NATIONAL GEODETIC SURVEY
 GG0257.in June 1991.
 GG0257
 GG0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0257.GEOID18 height accuracy estimate available here.
 GG0257
 GG0257.Click photographs - Photos may exist for this station.
 GG0257
 GG0257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0257
 GG0257.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0257
 GG0257.The ellipsoidal height was determined by GPS observations
 GG0257.and is referenced to NAD 83.
 GG0257
 GG0257.The dynamic height is computed by dividing the NAVD 88
 GG0257.geopotential number by the normal gravity value computed on the
 GG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0257.degrees latitude (g = 980.6199 gals.).
 GG0257
 GG0257.The modeled gravity was interpolated from observed gravity values.
 GG0257
 GG0257. The following values were computed from the NAD 83(2011) position.
 GG0257
 GG0257;                    North         East     Units Scale Factor Converg.
 GG0257;SPC OK N     -   195,232.397   875,928.727   MT  0.99999181   +1 49 23.0
 GG0257;SPC OK N     -   640,524.96  2,873,776.17   sFT  0.99999181   +1 49 23.0
 GG0257;UTM  15      - 4,065,511.262   329,351.653   MT  0.99995877   -1 08 34.0
 GG0257
 GG0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0257!SPC OK N     -   0.99996662  x   0.99999181  =   0.99995843
 GG0257!UTM  15      -   0.99996662  x   0.99995877  =   0.99992539
 GG0257
 GG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2935165511(NAD 83)
 GG0257
 GG0257                          SUPERSEDED SURVEY CONTROL
 GG0257
 GG0257  NGVD 29 (??/??/92)  241.832  (m)          793.41   (f) ADJ UNCH    2 0
 GG0257
 GG0257.Superseded values are not recommended for survey control.
 GG0257
 GG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0257.See file dsdata.pdf to determine how the superseded data were derived.
 GG0257
 GG0257_MARKER: DB = BENCH MARK DISK
 GG0257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0257_SP_SET: CULVERT HEADWALL
 GG0257_STAMPING: T 163 1934
 GG0257_MARK LOGO: CGS
 GG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0257+STABILITY: SURFACE MOTION
 GG0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0257+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2023
 GG0257
 GG0257  HISTORY     - Date     Condition        Report By
 GG0257  HISTORY     - 1934     MONUMENTED       CGS
 GG0257  HISTORY     - 1959     GOOD             CGS
 GG0257  HISTORY     - 1989     GOOD             USPSQD
 GG0257  HISTORY     - 20100115 GOOD             AIRDAT
 GG0257  HISTORY     - 20221122 GOOD             OKDOT
 GG0257  HISTORY     - 20231206 GOOD             OKDOT
 GG0257
 GG0257                          STATION DESCRIPTION
 GG0257
 GG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0257'3.5 MI NE FROM AFTON.
 GG0257'3.5 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0257'FROM THE STATION AT AFTON, OTTAWA COUNTY, T. 26 N., R. 22 E.,
 GG0257'NEAR QUARTER CORNER BETWEEN SECTIONS 23 AND 24, 516 FEET
 GG0257'SOUTHWEST ALONG THE RAILROAD AND 10 FEET NORTHWEST AND NORMAL
 GG0257'TO RAILROAD FROM RAILROAD CROSSING AT THE NORTH AND SOUTH ROAD
 GG0257'IN TOP OF THE SOUTHWEST END OF A CONCRETE HEADWALL OF A CONCRETE
 GG0257'CULVERT.  A STANDARD DISK, STAMPED T 163 1934.
 GG0257
 GG0257                          STATION RECOVERY (1989)
 GG0257
 GG0257'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0257'RECOVERED IN GOOD CONDITION.
 GG0257
 GG0257                          STATION RECOVERY (2010)
 GG0257
 GG0257'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (KEG)
 GG0257'RECOVERED IN GOOD CONDITION.
 GG0257
 GG0257                          STATION RECOVERY (2022)
 GG0257
 GG0257'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0257'MARK RECOVERED IN GOOD CONDITION BY ODOT.
 GG0257
 GG0257                          STATION RECOVERY (2023)
 GG0257
 GG0257'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0257'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0420 ***********************************************************************
 FH0420  DESIGNATION -  T 164
 FH0420  PID         -  FH0420
 FH0420  STATE/COUNTY-  OK/CHEROKEE
 FH0420  COUNTRY     -  US
 FH0420  USGS QUAD   -  PARK HILL (2019)
 FH0420
 FH0420                         *CURRENT SURVEY CONTROL
 FH0420  ______________________________________________________________________
 FH0420* NAD 83(1986) POSITION- 35 51 20.     (N) 094 55 05.     (W)   SCALED
 FH0420* NAVD 88 ORTHO HEIGHT -   204.461 (meters)      670.80  (feet) ADJUSTED
 FH0420  ______________________________________________________________________
 FH0420  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 FH0420  DYNAMIC HEIGHT  -        204.278 (meters)      670.20  (feet) COMP
 FH0420  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 FH0420
 FH0420  VERT ORDER      -  SECOND    CLASS 0
 FH0420
 FH0420.The horizontal coordinates were scaled from a map and have
 FH0420.an estimated accuracy of +/- 6 seconds.
 FH0420
 FH0420.The orthometric height was determined by differential leveling and
 FH0420.adjusted by the NATIONAL GEODETIC SURVEY
 FH0420.in June 1991.
 FH0420
 FH0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0420.GEOID18 height accuracy estimate available here.
 FH0420
 FH0420.Click photographs - Photos may exist for this station.
 FH0420
 FH0420.The dynamic height is computed by dividing the NAVD 88
 FH0420.geopotential number by the normal gravity value computed on the
 FH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0420.degrees latitude (g = 980.6199 gals.).
 FH0420
 FH0420.The modeled gravity was interpolated from observed gravity values.
 FH0420
 FH0420;                    North         East    Units  Estimated Accuracy
 FH0420;SPC OK N     -    99,340.      878,330.      MT  (+/- 180 meters Scaled)
 FH0420
 FH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV268696(NAD 83)
 FH0420
 FH0420                          SUPERSEDED SURVEY CONTROL
 FH0420
 FH0420  NGVD 29 (??/??/92)  204.327  (m)          670.36   (f) ADJ UNCH    2 0
 FH0420
 FH0420.Superseded values are not recommended for survey control.
 FH0420
 FH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0420.See file dsdata.pdf to determine how the superseded data were derived.
 FH0420
 FH0420_MARKER: DB = BENCH MARK DISK
 FH0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0420_SP_SET: BRIDGE ABUTMENT
 FH0420_STAMPING: T 164 1934
 FH0420_MARK LOGO: CGS
 FH0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0420
 FH0420  HISTORY     - Date     Condition        Report By
 FH0420  HISTORY     - 1934     MONUMENTED       CGS
 FH0420
 FH0420                          STATION DESCRIPTION
 FH0420
 FH0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0420'2 MI W FROM WELLING.
 FH0420'2 MILES WEST OF, ALONG ST.L. AND S.F.RY. FROM STATION.  375
 FH0420'FEET NORTHEAST OF BUFFINGTON FLAG STATION, 9.8 FEET SOUTHEAST
 FH0420'OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 5.2 FEET
 FH0420'BELOW LEVEL OF RAILWAY TRACK, BRONZE TABLET SET HORIZONTALLY
 FH0420'IN TOP OF SOUTHWEST CONCRETE ABUTMENT TO STEEL RAILWAY BRIDGE
 FH0420'412.8 PLUS OR MINUS OVER ILLINOIS RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0387 ***********************************************************************
 EK0387  DESIGNATION -  T 166
 EK0387  PID         -  EK0387
 EK0387  STATE/COUNTY-  OK/LE FLORE
 EK0387  COUNTRY     -  US
 EK0387  USGS QUAD   -  SUMMERFIELD (2018)
 EK0387
 EK0387                         *CURRENT SURVEY CONTROL
 EK0387  ______________________________________________________________________
 EK0387* NAD 83(1986) POSITION- 34 57 24.     (N) 094 50 11.     (W)   SCALED
 EK0387* NAVD 88 ORTHO HEIGHT -   167.026 (meters)      547.98  (feet) ADJUSTED
 EK0387  ______________________________________________________________________
 EK0387  GEOID HEIGHT    -        -31.618 (meters)                     GEOID18
 EK0387  DYNAMIC HEIGHT  -        166.854 (meters)      547.42  (feet) COMP
 EK0387  MODELED GRAVITY -    979,605.5   (mgal)                       NAVD 88
 EK0387
 EK0387  VERT ORDER      -  SECOND    CLASS 0
 EK0387
 EK0387.The horizontal coordinates were scaled from a map and have
 EK0387.an estimated accuracy of +/- 6 seconds.
 EK0387
 EK0387.The orthometric height was determined by differential leveling and
 EK0387.adjusted by the NATIONAL GEODETIC SURVEY
 EK0387.in June 1991.
 EK0387
 EK0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0387.GEOID18 height accuracy estimate available here.
 EK0387
 EK0387.Click photographs - Photos may exist for this station.
 EK0387
 EK0387.The dynamic height is computed by dividing the NAVD 88
 EK0387.geopotential number by the normal gravity value computed on the
 EK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0387.degrees latitude (g = 980.6199 gals.).
 EK0387
 EK0387.The modeled gravity was interpolated from observed gravity values.
 EK0387
 EK0387;                    North         East    Units  Estimated Accuracy
 EK0387;SPC OK S     -   184,600.      888,890.      MT  (+/- 180 meters Scaled)
 EK0387
 EK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU323697(NAD 83)
 EK0387
 EK0387                          SUPERSEDED SURVEY CONTROL
 EK0387
 EK0387  NGVD 29 (??/??/92)  166.919  (m)          547.63   (f) ADJ UNCH    2 0
 EK0387
 EK0387.Superseded values are not recommended for survey control.
 EK0387
 EK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0387.See file dsdata.pdf to determine how the superseded data were derived.
 EK0387
 EK0387_MARKER: DB = BENCH MARK DISK
 EK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0387_STAMPING: T 166 1934
 EK0387_MARK LOGO: CGS
 EK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0387+STABILITY: SURFACE MOTION
 EK0387
 EK0387  HISTORY     - Date     Condition        Report By
 EK0387  HISTORY     - 1934     MONUMENTED       CGS
 EK0387  HISTORY     - 1959     GOOD             CGS
 EK0387
 EK0387                          STATION DESCRIPTION
 EK0387
 EK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0387'4.1 MI E FROM FANSHAWE.
 EK0387'ABOUT 4.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0387'RAILWAY FROM THE STATION AT FANSHAWE, LE FLORE COUNTY, AT
 EK0387'CASTON, 8.8 FEET NORTH OF MILEPOST 308+15, ABOUT 0.2 MILE WEST
 EK0387'OF A SERVICE STATION AT THE JUNCTION OF U.S. HIGHWAY 271 WITH
 EK0387'U.S. HIGHWAY 270, AT THE CROSSING OF U.S. HIGHWAY 271, OPPOSITE
 EK0387'THE R.R. JONES HOUSE, 50.7 FEET NORTH OF THE CENTER LINE OF THE
 EK0387'MAIN TRACK, 38 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 270,
 EK0387'1.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4.5 FEET LOWER
 EK0387'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED T 166 1934
 EK0387'AND SET IN THE TOP OF A CONCRETE POST.
 EK0387
 EK0387                          STATION RECOVERY (1959)
 EK0387
 EK0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0361 ***********************************************************************
 EK0361  DESIGNATION -  T 167
 EK0361  PID         -  EK0361
 EK0361  STATE/COUNTY-  OK/LE FLORE
 EK0361  COUNTRY     -  US
 EK0361  USGS QUAD   -  HONTUBBY (2018)
 EK0361
 EK0361                         *CURRENT SURVEY CONTROL
 EK0361  ______________________________________________________________________
 EK0361* NAD 83(1986) POSITION- 34 47 09.     (N) 094 37 26.     (W)   SCALED
 EK0361* NAVD 88 ORTHO HEIGHT -   178.378 (meters)      585.23  (feet) ADJUSTED
 EK0361  ______________________________________________________________________
 EK0361  GEOID HEIGHT    -        -31.559 (meters)                     GEOID18
 EK0361  DYNAMIC HEIGHT  -        178.189 (meters)      584.61  (feet) COMP
 EK0361  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 EK0361
 EK0361  VERT ORDER      -  SECOND    CLASS 0
 EK0361
 EK0361.The horizontal coordinates were scaled from a map and have
 EK0361.an estimated accuracy of +/- 6 seconds.
 EK0361
 EK0361.The orthometric height was determined by differential leveling and
 EK0361.adjusted by the NATIONAL GEODETIC SURVEY
 EK0361.in June 1991.
 EK0361
 EK0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0361.GEOID18 height accuracy estimate available here.
 EK0361
 EK0361.Click photographs - Photos may exist for this station.
 EK0361
 EK0361.The dynamic height is computed by dividing the NAVD 88
 EK0361.geopotential number by the normal gravity value computed on the
 EK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0361.degrees latitude (g = 980.6199 gals.).
 EK0361
 EK0361.The modeled gravity was interpolated from observed gravity values.
 EK0361
 EK0361;                    North         East    Units  Estimated Accuracy
 EK0361;SPC OK S     -   166,280.      908,920.      MT  (+/- 180 meters Scaled)
 EK0361
 EK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU514504(NAD 83)
 EK0361
 EK0361                          SUPERSEDED SURVEY CONTROL
 EK0361
 EK0361  NGVD 29 (??/??/92)  178.276  (m)          584.89   (f) ADJ UNCH    2 0
 EK0361
 EK0361.Superseded values are not recommended for survey control.
 EK0361
 EK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0361.See file dsdata.pdf to determine how the superseded data were derived.
 EK0361
 EK0361_MARKER: DB = BENCH MARK DISK
 EK0361_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EK0361+WITH SETTING: PAVEMENT
 EK0361_SP_SET: LADDER BASE
 EK0361_STAMPING: T 167 1934
 EK0361_MARK LOGO: CGS
 EK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0361+STABILITY: SURFACE MOTION
 EK0361
 EK0361  HISTORY     - Date     Condition        Report By
 EK0361  HISTORY     - 1934     MONUMENTED       CGS
 EK0361  HISTORY     - 1959     GOOD             CGS
 EK0361  HISTORY     - 20111206 GOOD             OKDOT
 EK0361
 EK0361                          STATION DESCRIPTION
 EK0361
 EK0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0361'2.4 MI N FROM STAPP.
 EK0361'2.4 MILES NORTH OF, ALONG K.C.S.RY. FROM STATION.  BRONZE TABLET
 EK0361'IN CONCRETE BASE OF LADDER TO BLACK FORK R.R. WATER TANK, ABOUT
 EK0361'0.4 MILE NORTH OF M.P. 347, 35.2 FEET WEST OF CENTERLINE OF
 EK0361'KANSAS CITY SOUTHERN R.R. TRACK, 24 FEET SOUTH OF CENTERLINE
 EK0361'OF GATEWAY IN R/W FENCE, 15 FEET EAST OF R/W FENCE.
 EK0361
 EK0361                          STATION RECOVERY (1959)
 EK0361
 EK0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0361'RECOVERED IN GOOD CONDITION.
 EK0361
 EK0361                          STATION RECOVERY (2011)
 EK0361
 EK0361'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2011 (DTG)
 EK0361'RECOVERD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0189 ***********************************************************************
 FK0189  DESIGNATION -  T 169
 FK0189  PID         -  FK0189
 FK0189  STATE/COUNTY-  OK/CUSTER
 FK0189  COUNTRY     -  US
 FK0189  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0189
 FK0189                         *CURRENT SURVEY CONTROL
 FK0189  ______________________________________________________________________
 FK0189* NAD 83(1986) POSITION- 35 32 12.     (N) 098 46 39.     (W)   SCALED
 FK0189* NAVD 88 ORTHO HEIGHT -   536.330 (meters)     1759.61  (feet) ADJUSTED
 FK0189  ______________________________________________________________________
 FK0189  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 FK0189  DYNAMIC HEIGHT  -        535.796 (meters)     1757.86  (feet) COMP
 FK0189  MODELED GRAVITY -    979,621.1   (mgal)                       NAVD 88
 FK0189
 FK0189  VERT ORDER      -  FIRST     CLASS II
 FK0189
 FK0189.The horizontal coordinates were scaled from a map and have
 FK0189.an estimated accuracy of +/- 6 seconds.
 FK0189
 FK0189.The orthometric height was determined by differential leveling and
 FK0189.adjusted by the NATIONAL GEODETIC SURVEY
 FK0189.in June 1991.
 FK0189
 FK0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0189.GEOID18 height accuracy estimate available here.
 FK0189
 FK0189.Click photographs - Photos may exist for this station.
 FK0189
 FK0189.The dynamic height is computed by dividing the NAVD 88
 FK0189.geopotential number by the normal gravity value computed on the
 FK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0189.degrees latitude (g = 980.6199 gals.).
 FK0189
 FK0189.The modeled gravity was interpolated from observed gravity values.
 FK0189
 FK0189;                    North         East    Units  Estimated Accuracy
 FK0189;SPC OK N     -    59,830.      529,490.      MT  (+/- 180 meters Scaled)
 FK0189
 FK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE201325(NAD 83)
 FK0189
 FK0189                          SUPERSEDED SURVEY CONTROL
 FK0189
 FK0189  NGVD 29 (??/??/92)  536.120  (m)         1758.92   (f) ADJ UNCH    1 2
 FK0189
 FK0189.Superseded values are not recommended for survey control.
 FK0189
 FK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0189.See file dsdata.pdf to determine how the superseded data were derived.
 FK0189
 FK0189_MARKER: DB = BENCH MARK DISK
 FK0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0189_STAMPING: T 169 1953
 FK0189_MARK LOGO: CGS
 FK0189_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0189+STABILITY: SURFACE MOTION
 FK0189
 FK0189  HISTORY     - Date     Condition        Report By
 FK0189  HISTORY     - 1953     MONUMENTED       CGS
 FK0189
 FK0189                          STATION DESCRIPTION
 FK0189
 FK0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0189'4.4 MI W FROM WEATHERFORD.
 FK0189'4.35 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0189'RAILROAD FROM THE STATION AT WEATHERFORD, 45 FEET SOUTHEAST
 FK0189'OF THE 2ND POLE SOUTHEAST OF MILEPOST 567, 185 FEET SOUTHEAST
 FK0189'OF THE CENTER OF A GRAVELED ROAD CROSSING, 45 FEET NORTHEAST OF
 FK0189'THE NORTHEAST RAIL, 1.7 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST
 FK0189'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0189'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0541 ***********************************************************************
 FJ0541  DESIGNATION -  T 170
 FJ0541  PID         -  FJ0541
 FJ0541  STATE/COUNTY-  OK/CANADIAN
 FJ0541  COUNTRY     -  US
 FJ0541  USGS QUAD   -  EL RENO (2018)
 FJ0541
 FJ0541                         *CURRENT SURVEY CONTROL
 FJ0541  ______________________________________________________________________
 FJ0541* NAD 83(1986) POSITION- 35 33 06.     (N) 097 58 18.     (W)   SCALED
 FJ0541* NAVD 88 ORTHO HEIGHT -   407.120 (meters)     1335.69  (feet) ADJUSTED
 FJ0541  ______________________________________________________________________
 FJ0541  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 FJ0541  DYNAMIC HEIGHT  -        406.724 (meters)     1334.39  (feet) COMP
 FJ0541  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 FJ0541
 FJ0541  VERT ORDER      -  FIRST     CLASS II
 FJ0541
 FJ0541.The horizontal coordinates were scaled from a map and have
 FJ0541.an estimated accuracy of +/- 6 seconds.
 FJ0541
 FJ0541.The orthometric height was determined by differential leveling and
 FJ0541.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0541.in June 1991.
 FJ0541
 FJ0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0541.GEOID18 height accuracy estimate available here.
 FJ0541
 FJ0541.Click photographs - Photos may exist for this station.
 FJ0541
 FJ0541.The dynamic height is computed by dividing the NAVD 88
 FJ0541.geopotential number by the normal gravity value computed on the
 FJ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0541.degrees latitude (g = 980.6199 gals.).
 FJ0541
 FJ0541.The modeled gravity was interpolated from observed gravity values.
 FJ0541
 FJ0541;                    North         East    Units  Estimated Accuracy
 FJ0541;SPC OK N     -    61,210.      602,570.      MT  (+/- 180 meters Scaled)
 FJ0541
 FJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE932347(NAD 83)
 FJ0541
 FJ0541                          SUPERSEDED SURVEY CONTROL
 FJ0541
 FJ0541  NGVD 29 (??/??/92)  406.952  (m)         1335.14   (f) ADJ UNCH    1 2
 FJ0541
 FJ0541.Superseded values are not recommended for survey control.
 FJ0541
 FJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0541.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0541
 FJ0541_MARKER: DB = BENCH MARK DISK
 FJ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0541_STAMPING: T 170 1953
 FJ0541_MARK LOGO: CGS
 FJ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0541+STABILITY: SURFACE MOTION
 FJ0541
 FJ0541  HISTORY     - Date     Condition        Report By
 FJ0541  HISTORY     - 1953     MONUMENTED       CGS
 FJ0541  HISTORY     - 1955     GOOD             CGS
 FJ0541  HISTORY     - 1984     GOOD             NGS
 FJ0541  HISTORY     - 1984     GOOD             NGS
 FJ0541
 FJ0541                          STATION DESCRIPTION
 FJ0541
 FJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0541'1.5 MI NW FROM EL RENO.
 FJ0541'1.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0541'RAILROAD FROM THE STATION AT EL RENO, 44 FEET SOUTHWEST OF THE
 FJ0541'STATION SIGN AT ROCK ISLAND JUNCTION, 126 FEET NORTHWEST OF THE
 FJ0541'SOUTH END OF A SIDE TRACK, 31 FEET NORTHEAST OF THE CENTER
 FJ0541'LINE OF A TRACK ROAD, 52.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 FJ0541'3.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FJ0541'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FJ0541
 FJ0541                          STATION RECOVERY (1955)
 FJ0541
 FJ0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FJ0541'RECOVERED IN GOOD CONDITION.
 FJ0541
 FJ0541                          STATION RECOVERY (1984)
 FJ0541
 FJ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0541'THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD STATION IS NOW OWNED AND
 FJ0541'OCUPIED BY THE CANADIAN COUNTY HISTORIAL SOCIETY. 0.24 M (0.8 FT)
 FJ0541'SOUTHWEST OF A WITNESS POST.
 FJ0541
 FJ0541                          STATION RECOVERY (1984)
 FJ0541
 FJ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0541'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION IS NOW OWNED
 FJ0541'AND OCCUPIED BY THE CANADIAN COUNTY. 0.24 M (0.8 FT) SOUTHWEST OF A
 FJ0541'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0022 ***********************************************************************
 FK0022  DESIGNATION -  T 171
 FK0022  PID         -  FK0022
 FK0022  STATE/COUNTY-  OK/BLAINE
 FK0022  COUNTRY     -  US
 FK0022  USGS QUAD   -  GEARY SOUTH (2018)
 FK0022
 FK0022                         *CURRENT SURVEY CONTROL
 FK0022  ______________________________________________________________________
 FK0022* NAD 83(1986) POSITION- 35 36 59.     (N) 098 19 10.     (W)   SCALED
 FK0022* NAVD 88 ORTHO HEIGHT -   463.947 (meters)     1522.13  (feet) ADJUSTED
 FK0022  ______________________________________________________________________
 FK0022  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 FK0022  DYNAMIC HEIGHT  -        463.494 (meters)     1520.65  (feet) COMP
 FK0022  MODELED GRAVITY -    979,642.4   (mgal)                       NAVD 88
 FK0022
 FK0022  VERT ORDER      -  FIRST     CLASS II
 FK0022
 FK0022.The horizontal coordinates were scaled from a map and have
 FK0022.an estimated accuracy of +/- 6 seconds.
 FK0022
 FK0022.The orthometric height was determined by differential leveling and
 FK0022.adjusted by the NATIONAL GEODETIC SURVEY
 FK0022.in June 1991.
 FK0022
 FK0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0022.GEOID18 height accuracy estimate available here.
 FK0022
 FK0022.Click photographs - Photos may exist for this station.
 FK0022
 FK0022.The dynamic height is computed by dividing the NAVD 88
 FK0022.geopotential number by the normal gravity value computed on the
 FK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0022.degrees latitude (g = 980.6199 gals.).
 FK0022
 FK0022.The modeled gravity was interpolated from observed gravity values.
 FK0022
 FK0022;                    North         East    Units  Estimated Accuracy
 FK0022;SPC OK N     -    68,440.      571,060.      MT  (+/- 180 meters Scaled)
 FK0022
 FK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE616416(NAD 83)
 FK0022
 FK0022                          SUPERSEDED SURVEY CONTROL
 FK0022
 FK0022  NGVD 29 (??/??/92)  463.751  (m)         1521.49   (f) ADJ UNCH    1 2
 FK0022
 FK0022.Superseded values are not recommended for survey control.
 FK0022
 FK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0022.See file dsdata.pdf to determine how the superseded data were derived.
 FK0022
 FK0022_MARKER: DB = BENCH MARK DISK
 FK0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0022_STAMPING: T 171 1953
 FK0022_MARK LOGO: CGS
 FK0022_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0022+STABILITY: SURFACE MOTION
 FK0022
 FK0022  HISTORY     - Date     Condition        Report By
 FK0022  HISTORY     - 1953     MONUMENTED       CGS
 FK0022  HISTORY     - 19940209 MARK NOT FOUND   NGS
 FK0022
 FK0022                          STATION DESCRIPTION
 FK0022
 FK0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0022'1 MI SW FROM GEARY.
 FK0022'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 FK0022'ISLAND AND PACIFIC RAILROAD STATION AT GEARY, THENCE 0.5 MILE
 FK0022'SOUTHWEST ALONG A GRADED DIRT ROAD, 30.6 FEET WEST OF THE CENTER
 FK0022'LINE OF A ROAD, 2 FEET EAST OF A FENCE, 2.6 FEET SOUTH OF A
 FK0022'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0022'0.6 FOOT ABOVE THE GROUND.
 FK0022
 FK0022                          STATION RECOVERY (1994)
 FK0022
 FK0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0168 ***********************************************************************
 FK0168  DESIGNATION -  T 172
 FK0168  PID         -  FK0168
 FK0168  STATE/COUNTY-  OK/CADDO
 FK0168  COUNTRY     -  US
 FK0168  USGS QUAD   -  HYDRO (2018)
 FK0168
 FK0168                         *CURRENT SURVEY CONTROL
 FK0168  ______________________________________________________________________
 FK0168* NAD 83(1986) POSITION- 35 32 42.     (N) 098 36 21.     (W)   SCALED
 FK0168* NAVD 88 ORTHO HEIGHT -   453.972 (meters)     1489.41  (feet) ADJUSTED
 FK0168  ______________________________________________________________________
 FK0168  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FK0168  DYNAMIC HEIGHT  -        453.523 (meters)     1487.93  (feet) COMP
 FK0168  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 FK0168
 FK0168  VERT ORDER      -  FIRST     CLASS II
 FK0168
 FK0168.The horizontal coordinates were scaled from a map and have
 FK0168.an estimated accuracy of +/- 6 seconds.
 FK0168
 FK0168.The orthometric height was determined by differential leveling and
 FK0168.adjusted by the NATIONAL GEODETIC SURVEY
 FK0168.in June 1991.
 FK0168
 FK0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0168.GEOID18 height accuracy estimate available here.
 FK0168
 FK0168.Click photographs - Photos may exist for this station.
 FK0168
 FK0168.The dynamic height is computed by dividing the NAVD 88
 FK0168.geopotential number by the normal gravity value computed on the
 FK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0168.degrees latitude (g = 980.6199 gals.).
 FK0168
 FK0168.The modeled gravity was interpolated from observed gravity values.
 FK0168
 FK0168;                    North         East    Units  Estimated Accuracy
 FK0168;SPC OK S     -   245,510.      545,060.      MT  (+/- 180 meters Scaled)
 FK0168
 FK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE357335(NAD 83)
 FK0168
 FK0168                          SUPERSEDED SURVEY CONTROL
 FK0168
 FK0168  NGVD 29 (??/??/92)  453.775  (m)         1488.76   (f) ADJ UNCH    1 2
 FK0168
 FK0168.Superseded values are not recommended for survey control.
 FK0168
 FK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0168.See file dsdata.pdf to determine how the superseded data were derived.
 FK0168
 FK0168_MARKER: DB = BENCH MARK DISK
 FK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0168_STAMPING: T 172 1953
 FK0168_MARK LOGO: CGS
 FK0168_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0168+STABILITY: SURFACE MOTION
 FK0168
 FK0168  HISTORY     - Date     Condition        Report By
 FK0168  HISTORY     - 1953     MONUMENTED       CGS
 FK0168
 FK0168                          STATION DESCRIPTION
 FK0168
 FK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0168'1.6 MI W FROM HYDRO.
 FK0168'1.55 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0168'RAILROAD FROM THE STATION AT HYDRO, 7 POLES WEST OF MILEPOST
 FK0168'556, 68 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 FK0168'64 FEET SOUTH OF THE SOUTH RAI, 15 FEET EAST OF THE CENTER OF
 FK0168'A STEEL GATE, 2.4 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A
 FK0168'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0168'0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0220 ***********************************************************************
 FK0220  DESIGNATION -  T 173
 FK0220  PID         -  FK0220
 FK0220  STATE/COUNTY-  OK/CUSTER
 FK0220  COUNTRY     -  US
 FK0220  USGS QUAD   -  CLINTON (2018)
 FK0220
 FK0220                         *CURRENT SURVEY CONTROL
 FK0220  ______________________________________________________________________
 FK0220* NAD 83(1986) POSITION- 35 31 26.     (N) 098 59 37.     (W)   SCALED
 FK0220* NAVD 88 ORTHO HEIGHT -   466.540 (meters)     1530.64  (feet) ADJUSTED
 FK0220  ______________________________________________________________________
 FK0220  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 FK0220  DYNAMIC HEIGHT  -        466.072 (meters)     1529.10  (feet) COMP
 FK0220  MODELED GRAVITY -    979,615.6   (mgal)                       NAVD 88
 FK0220
 FK0220  VERT ORDER      -  FIRST     CLASS II
 FK0220
 FK0220.The horizontal coordinates were scaled from a map and have
 FK0220.an estimated accuracy of +/- 6 seconds.
 FK0220
 FK0220.The orthometric height was determined by differential leveling and
 FK0220.adjusted by the NATIONAL GEODETIC SURVEY
 FK0220.in June 1991.
 FK0220
 FK0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0220.GEOID18 height accuracy estimate available here.
 FK0220
 FK0220.Click photographs - Photos may exist for this station.
 FK0220
 FK0220.The dynamic height is computed by dividing the NAVD 88
 FK0220.geopotential number by the normal gravity value computed on the
 FK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0220.degrees latitude (g = 980.6199 gals.).
 FK0220
 FK0220.The modeled gravity was interpolated from observed gravity values.
 FK0220
 FK0220;                    North         East    Units  Estimated Accuracy
 FK0220;SPC OK N     -    58,590.      509,880.      MT  (+/- 180 meters Scaled)
 FK0220
 FK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE005311(NAD 83)
 FK0220
 FK0220                          SUPERSEDED SURVEY CONTROL
 FK0220
 FK0220  NGVD 29 (??/??/92)  466.332  (m)         1529.96   (f) ADJ UNCH    1 2
 FK0220
 FK0220.Superseded values are not recommended for survey control.
 FK0220
 FK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0220.See file dsdata.pdf to determine how the superseded data were derived.
 FK0220
 FK0220_MARKER: DB = BENCH MARK DISK
 FK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0220_STAMPING: T 173 1953
 FK0220_MARK LOGO: CGS
 FK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0220+STABILITY: SURFACE MOTION
 FK0220
 FK0220  HISTORY     - Date     Condition        Report By
 FK0220  HISTORY     - 1953     MONUMENTED       CGS
 FK0220
 FK0220                          STATION DESCRIPTION
 FK0220
 FK0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0220'1.5 MI SW FROM CLINTON.
 FK0220'1.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0220'RAILROAD FROM THE STATION AT CLINTON, 12 1/4 POLES SOUTHWEST OF
 FK0220'MILEPOST 582, 100 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 FK0220'ROAD CROSSING, 7 RAILS NORTHEAST OF THE NORTHEAST END OF TRESTLE
 FK0220'5824, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.6 FEET SOUTHEAST
 FK0220'OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 FK0220'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0401 ***********************************************************************
 FK0401  DESIGNATION -  T 175
 FK0401  PID         -  FK0401
 FK0401  STATE/COUNTY-  OK/BECKHAM
 FK0401  COUNTRY     -  US
 FK0401  USGS QUAD   -  DOXEY (2018)
 FK0401
 FK0401                         *CURRENT SURVEY CONTROL
 FK0401  ______________________________________________________________________
 FK0401* NAD 83(1986) POSITION- 35 19 33.     (N) 099 34 37.     (W)   SCALED
 FK0401* NAVD 88 ORTHO HEIGHT -   560.967 (meters)     1840.44  (feet) ADJUSTED
 FK0401  ______________________________________________________________________
 FK0401  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 FK0401  DYNAMIC HEIGHT  -        560.381 (meters)     1838.52  (feet) COMP
 FK0401  MODELED GRAVITY -    979,572.2   (mgal)                       NAVD 88
 FK0401
 FK0401  VERT ORDER      -  FIRST     CLASS II
 FK0401
 FK0401.The horizontal coordinates were scaled from a map and have
 FK0401.an estimated accuracy of +/- 6 seconds.
 FK0401
 FK0401.The orthometric height was determined by differential leveling and
 FK0401.adjusted by the NATIONAL GEODETIC SURVEY
 FK0401.in June 1991.
 FK0401
 FK0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0401.GEOID18 height accuracy estimate available here.
 FK0401
 FK0401.Click photographs - Photos may exist for this station.
 FK0401
 FK0401.The dynamic height is computed by dividing the NAVD 88
 FK0401.geopotential number by the normal gravity value computed on the
 FK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0401.degrees latitude (g = 980.6199 gals.).
 FK0401
 FK0401.The modeled gravity was interpolated from observed gravity values.
 FK0401
 FK0401;                    North         East    Units  Estimated Accuracy
 FK0401;SPC OK S     -   222,140.      456,620.      MT  (+/- 180 meters Scaled)
 FK0401
 FK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME475093(NAD 83)
 FK0401
 FK0401                          SUPERSEDED SURVEY CONTROL
 FK0401
 FK0401  NGVD 29 (??/??/92)  560.725  (m)         1839.65   (f) ADJ UNCH    1 2
 FK0401
 FK0401.Superseded values are not recommended for survey control.
 FK0401
 FK0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0401.See file dsdata.pdf to determine how the superseded data were derived.
 FK0401
 FK0401_MARKER: DB = BENCH MARK DISK
 FK0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0401_STAMPING: T 175 1953
 FK0401_MARK LOGO: CGS
 FK0401_PROJECTION: PROJECTING
 FK0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0401+STABILITY: SURFACE MOTION
 FK0401
 FK0401  HISTORY     - Date     Condition        Report By
 FK0401  HISTORY     - 1953     MONUMENTED       CGS
 FK0401
 FK0401                          STATION DESCRIPTION
 FK0401
 FK0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0401'4.4 MI NE FROM SAYRE.
 FK0401'4.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0401'RAILROAD FROM THE STATION AT SAYRE, 21.7 FEET SOUTHEAST OF
 FK0401'MILEPOST 622, 0.2 MILE NORTHEAST OF THE STATION SIGN AT DOXEY,
 FK0401'52.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 10 FEET SOUTHWEST
 FK0401'OF A POWER POLE, 2.7 FEET NORTHEAST OF A WITNESS POST, 5 FEET
 FK0401'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 FK0401'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0417 ***********************************************************************
 FK0417  DESIGNATION -  T 176
 FK0417  PID         -  FK0417
 FK0417  STATE/COUNTY-  OK/BECKHAM
 FK0417  COUNTRY     -  US
 FK0417  USGS QUAD   -  PRENTISS (2018)
 FK0417
 FK0417                         *CURRENT SURVEY CONTROL
 FK0417  ______________________________________________________________________
 FK0417* NAD 83(1986) POSITION- 35 15 13.     (N) 099 45 10.     (W)   SCALED
 FK0417* NAVD 88 ORTHO HEIGHT -   585.709 (meters)     1921.61  (feet) ADJUSTED
 FK0417  ______________________________________________________________________
 FK0417  GEOID HEIGHT    -        -26.570 (meters)                     GEOID18
 FK0417  DYNAMIC HEIGHT  -        585.108 (meters)     1919.64  (feet) COMP
 FK0417  MODELED GRAVITY -    979,588.9   (mgal)                       NAVD 88
 FK0417
 FK0417  VERT ORDER      -  FIRST     CLASS II
 FK0417
 FK0417.The horizontal coordinates were scaled from a map and have
 FK0417.an estimated accuracy of +/- 6 seconds.
 FK0417
 FK0417.The orthometric height was determined by differential leveling and
 FK0417.adjusted by the NATIONAL GEODETIC SURVEY
 FK0417.in June 1991.
 FK0417
 FK0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0417.GEOID18 height accuracy estimate available here.
 FK0417
 FK0417.Click photographs - Photos may exist for this station.
 FK0417
 FK0417.The dynamic height is computed by dividing the NAVD 88
 FK0417.geopotential number by the normal gravity value computed on the
 FK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0417.degrees latitude (g = 980.6199 gals.).
 FK0417
 FK0417.The modeled gravity was interpolated from observed gravity values.
 FK0417
 FK0417;                    North         East    Units  Estimated Accuracy
 FK0417;SPC OK S     -   214,400.      440,500.      MT  (+/- 180 meters Scaled)
 FK0417
 FK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME315014(NAD 83)
 FK0417
 FK0417                          SUPERSEDED SURVEY CONTROL
 FK0417
 FK0417  NGVD 29 (??/??/92)  585.483  (m)         1920.87   (f) ADJ UNCH    1 2
 FK0417
 FK0417.Superseded values are not recommended for survey control.
 FK0417
 FK0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0417.See file dsdata.pdf to determine how the superseded data were derived.
 FK0417
 FK0417_MARKER: DB = BENCH MARK DISK
 FK0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0417_STAMPING: T 176 1953
 FK0417_MARK LOGO: CGS
 FK0417_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0417+STABILITY: SURFACE MOTION
 FK0417
 FK0417  HISTORY     - Date     Condition        Report By
 FK0417  HISTORY     - 1953     MONUMENTED       CGS
 FK0417
 FK0417                          STATION DESCRIPTION
 FK0417
 FK0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0417'7.2 MI NE FROM ERICK.
 FK0417'7.15 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0417'RAILROAD FROM THE STATION AT ERICK, 47 FEET WEST OF THE CENTER
 FK0417'OF A DIRT ROAD CROSSING, 38.2 FEET NORTHWEST OF THE NORTHWEST
 FK0417'RAIL, 10 FEET EAST OF THE 3RD POLE EAST OF MILEPOST 634, ACROSS
 FK0417'THE TRACK FROM A SERVICE STATION, 9.5 FEET SOUTHEAST OF A
 FK0417'FENCE, 2.9 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 FK0417'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0006 ***********************************************************************
 FJ0006  DESIGNATION -  T 18
 FJ0006  PID         -  FJ0006
 FJ0006  STATE/COUNTY-  OK/OKMULGEE
 FJ0006  COUNTRY     -  US
 FJ0006  USGS QUAD   -  LAKE BOREN (2018)
 FJ0006
 FJ0006                         *CURRENT SURVEY CONTROL
 FJ0006  ______________________________________________________________________
 FJ0006* NAD 83(1986) POSITION- 35 49 39.     (N) 096 04 35.     (W)   SCALED
 FJ0006* NAVD 88 ORTHO HEIGHT -   232.052 (meters)      761.32  (feet) ADJUSTED
 FJ0006  ______________________________________________________________________
 FJ0006  GEOID HEIGHT    -        -28.823 (meters)                     GEOID18
 FJ0006  DYNAMIC HEIGHT  -        231.842 (meters)      760.64  (feet) COMP
 FJ0006  MODELED GRAVITY -    979,724.9   (mgal)                       NAVD 88
 FJ0006
 FJ0006  VERT ORDER      -  FIRST     CLASS II
 FJ0006
 FJ0006.The horizontal coordinates were scaled from a map and have
 FJ0006.an estimated accuracy of +/- 6 seconds.
 FJ0006
 FJ0006.The orthometric height was determined by differential leveling and
 FJ0006.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0006.in June 1991.
 FJ0006
 FJ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0006.GEOID18 height accuracy estimate available here.
 FJ0006
 FJ0006.Click photographs - Photos may exist for this station.
 FJ0006
 FJ0006.The dynamic height is computed by dividing the NAVD 88
 FJ0006.geopotential number by the normal gravity value computed on the
 FJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0006.degrees latitude (g = 980.6199 gals.).
 FJ0006
 FJ0006.The modeled gravity was interpolated from observed gravity values.
 FJ0006
 FJ0006;                    North         East    Units  Estimated Accuracy
 FJ0006;SPC OK N     -    93,540.      773,800.      MT  (+/- 180 meters Scaled)
 FJ0006
 FJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE641687(NAD 83)
 FJ0006
 FJ0006                          SUPERSEDED SURVEY CONTROL
 FJ0006
 FJ0006  NGVD 29 (??/??/92)  231.938  (m)          760.95   (f) ADJ UNCH    1 2
 FJ0006
 FJ0006.Superseded values are not recommended for survey control.
 FJ0006
 FJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0006.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0006
 FJ0006_MARKER: DB = BENCH MARK DISK
 FJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0006_STAMPING: T 18 1933
 FJ0006_MARK LOGO: CGS
 FJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0006+STABILITY: SURFACE MOTION
 FJ0006
 FJ0006  HISTORY     - Date     Condition        Report By
 FJ0006  HISTORY     - 1933     MONUMENTED       CGS
 FJ0006  HISTORY     - 1973     MARK NOT FOUND   NGS
 FJ0006
 FJ0006                          STATION DESCRIPTION
 FJ0006
 FJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0006'3.6 MI S FROM MOUNDS.
 FJ0006'LOCATED 3.6 MILES SOUTH OF THE FRISCO STATION IN MOUNDS, ON THE
 FJ0006'RAILROAD, RIGHT OF WAY, 1 TELEGRAPH POLE SOUTH OF MILE POST NO.
 FJ0006'450-10, 28 FT. SOUTH OF CENTER OF ROAD CROSSING TRACK, 44.7 FT.
 FJ0006'EAST OF EAST RAIL OF MAIN TRACK, 3.5 FT. WEST OF RAILROAD RIGHT
 FJ0006'OF WAY FENCE, AND 5.8 FT. SOUTH OF ROAD RIGHT OF WAY FENCE.
 FJ0006'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0006
 FJ0006                          STATION RECOVERY (1973)
 FJ0006
 FJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FJ0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0516 ***********************************************************************
 GH0516  DESIGNATION -  T 180 RESET
 GH0516  PID         -  GH0516
 GH0516  STATE/COUNTY-  OK/GRANT
 GH0516  COUNTRY     -  US
 GH0516  USGS QUAD   -  WAKITA SW (2018)
 GH0516
 GH0516                         *CURRENT SURVEY CONTROL
 GH0516  ______________________________________________________________________
 GH0516* NAD 83(1986) POSITION- 36 52 09.     (N) 097 52 48.     (W)   SCALED
 GH0516* NAVD 88 ORTHO HEIGHT -   338.42  (meters)     1110.3   (feet) RESET
 GH0516  ______________________________________________________________________
 GH0516  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 GH0516  VERT ORDER      -  THIRD
 GH0516
 GH0516.The horizontal coordinates were scaled from a map and have
 GH0516.an estimated accuracy of +/- 6 seconds.
 GH0516
 GH0516.The orthometric height was computed from unverified reset data.
 GH0516
 GH0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0516.GEOID18 height accuracy estimate available here.
 GH0516
 GH0516.Click photographs - Photos may exist for this station.
 GH0516
 GH0516;                    North         East    Units  Estimated Accuracy
 GH0516;SPC OK N     -   207,410.      610,700.      MT  (+/- 180 meters Scaled)
 GH0516
 GH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF998809(NAD 83)
 GH0516
 GH0516                          SUPERSEDED SURVEY CONTROL
 GH0516
 GH0516.No superseded survey control is available for this station.
 GH0516
 GH0516_MARKER: DB = BENCH MARK DISK
 GH0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0516_STAMPING: T 180 RESET 1966
 GH0516_MARK LOGO: CGS
 GH0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0516+STABILITY: SURFACE MOTION
 GH0516
 GH0516  HISTORY     - Date     Condition        Report By
 GH0516  HISTORY     - 1966     MONUMENTED       CGS
 GH0516  HISTORY     - 1985     GOOD             NGS
 GH0516
 GH0516                          STATION DESCRIPTION
 GH0516
 GH0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 GH0516'2.5 MI SE FROM WAKITA.
 GH0516'2.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0516'RAILROAD FROM THE STATION AT WAKITA, AT A ROAD CROSSING, 47 FEET
 GH0516'SOUTH OF THE SOUTHWEST RAIL AT THE ROAD CROSSING, 38 FEET SOUTHEAST
 GH0516'OF A TELEPHONE POLE, 33.5 FEET SOUTHWEST OF A RAILROAD CROSSING
 GH0516'SIGN, 2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT NORTHEAST
 GH0516'OF THE RAILROAD RIGHT-OF-WAY FENCELINE, AND SET IN THE TOP OF A
 GH0516'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 GH0516
 GH0516                          STATION RECOVERY (1985)
 GH0516
 GH0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0491 ***********************************************************************
 GH0491  DESIGNATION -  T 181
 GH0491  PID         -  GH0491
 GH0491  STATE/COUNTY-  OK/GRANT
 GH0491  COUNTRY     -  US
 GH0491  USGS QUAD   -  POND CREEK (2018)
 GH0491
 GH0491                         *CURRENT SURVEY CONTROL
 GH0491  ______________________________________________________________________
 GH0491* NAD 83(1986) POSITION- 36 39 50.     (N) 097 48 29.     (W)   SCALED
 GH0491* NAVD 88 ORTHO HEIGHT -   321.840 (meters)     1055.90  (feet) ADJUSTED
 GH0491  ______________________________________________________________________
 GH0491  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 GH0491  DYNAMIC HEIGHT  -        321.569 (meters)     1055.01  (feet) COMP
 GH0491  MODELED GRAVITY -    979,778.2   (mgal)                       NAVD 88
 GH0491
 GH0491  VERT ORDER      -  FIRST     CLASS II
 GH0491
 GH0491.The horizontal coordinates were scaled from a map and have
 GH0491.an estimated accuracy of +/- 6 seconds.
 GH0491
 GH0491.The orthometric height was determined by differential leveling and
 GH0491.adjusted by the NATIONAL GEODETIC SURVEY
 GH0491.in June 1991.
 GH0491
 GH0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0491.GEOID18 height accuracy estimate available here.
 GH0491
 GH0491.Click photographs - Photos may exist for this station.
 GH0491
 GH0491.The dynamic height is computed by dividing the NAVD 88
 GH0491.geopotential number by the normal gravity value computed on the
 GH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0491.degrees latitude (g = 980.6199 gals.).
 GH0491
 GH0491.The modeled gravity was interpolated from observed gravity values.
 GH0491
 GH0491;                    North         East    Units  Estimated Accuracy
 GH0491;SPC OK N     -   184,640.      617,160.      MT  (+/- 180 meters Scaled)
 GH0491
 GH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF065582(NAD 83)
 GH0491
 GH0491                          SUPERSEDED SURVEY CONTROL
 GH0491
 GH0491  NGVD 29 (??/??/92)  321.727  (m)         1055.53   (f) SUPERSEDED  1 2
 GH0491  NGVD 29 (04/22/92)  321.690  (m)         1055.41   (f) ADJUSTED    1 2
 GH0491
 GH0491.Superseded values are not recommended for survey control.
 GH0491
 GH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0491.See file dsdata.pdf to determine how the superseded data were derived.
 GH0491
 GH0491_MARKER: DB = BENCH MARK DISK
 GH0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0491_STAMPING: T 181 1953
 GH0491_MARK LOGO: CGS
 GH0491_PROJECTION: FLUSH
 GH0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0491+STABILITY: SURFACE MOTION
 GH0491
 GH0491  HISTORY     - Date     Condition        Report By
 GH0491  HISTORY     - 1953     MONUMENTED       CGS
 GH0491  HISTORY     - 1985     GOOD             NGS
 GH0491
 GH0491                          STATION DESCRIPTION
 GH0491
 GH0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0491'0.7 MI SW FROM POND CREEK.
 GH0491'0.3 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GH0491'POND CREEK, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 81 AND
 GH0491'60, AT THE POND CREEK AIRPORT, 3 FEET WEST OF THE SOUTHWEST
 GH0491'CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0491'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GH0491
 GH0491                          STATION RECOVERY (1985)
 GH0491
 GH0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0491'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.48 KM (0.3
 GH0491'MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN PONDCREEK, THENCE
 GH0491'0.64 KM (0.4 MI) SOUTH-SOUTHWEST ALONG US HIGHWAYS 81 AND 60 TO THE
 GH0491'ENTRANCE OF THE PONDCREEK AIRPORT, THENCE 0.16 KM (0.1 MI) SOUTH ALONG
 GH0491'A GRAVEL ROAD TO THE AIRPORT HANGER (NOW A MACHINE SHOP), 0.9 METER (3
 GH0491'FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE MACHINE SHOP.
 GH0491'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0421 ***********************************************************************
 GH0421  DESIGNATION -  T 182
 GH0421  PID         -  GH0421
 GH0421  STATE/COUNTY-  OK/GARFIELD
 GH0421  COUNTRY     -  US
 GH0421  USGS QUAD   -  ENID EAST (2018)
 GH0421
 GH0421                         *CURRENT SURVEY CONTROL
 GH0421  ______________________________________________________________________
 GH0421* NAD 83(1986) POSITION- 36 25 21.     (N) 097 51 55.     (W)   SCALED
 GH0421* NAVD 88 ORTHO HEIGHT -   383.024 (meters)     1256.64  (feet) ADJUSTED
 GH0421  ______________________________________________________________________
 GH0421  GEOID HEIGHT    -        -27.771 (meters)                     GEOID18
 GH0421  DYNAMIC HEIGHT  -        382.688 (meters)     1255.54  (feet) COMP
 GH0421  MODELED GRAVITY -    979,743.9   (mgal)                       NAVD 88
 GH0421
 GH0421  VERT ORDER      -  FIRST     CLASS II
 GH0421
 GH0421.The horizontal coordinates were scaled from a map and have
 GH0421.an estimated accuracy of +/- 6 seconds.
 GH0421
 GH0421.The orthometric height was determined by differential leveling and
 GH0421.adjusted by the NATIONAL GEODETIC SURVEY
 GH0421.in June 1991.
 GH0421
 GH0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0421.GEOID18 height accuracy estimate available here.
 GH0421
 GH0421.Click photographs - Photos may exist for this station.
 GH0421
 GH0421.The dynamic height is computed by dividing the NAVD 88
 GH0421.geopotential number by the normal gravity value computed on the
 GH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0421.degrees latitude (g = 980.6199 gals.).
 GH0421
 GH0421.The modeled gravity was interpolated from observed gravity values.
 GH0421
 GH0421;                    North         East    Units  Estimated Accuracy
 GH0421;SPC OK N     -   157,840.      612,080.      MT  (+/- 180 meters Scaled)
 GH0421
 GH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF017314(NAD 83)
 GH0421
 GH0421                          SUPERSEDED SURVEY CONTROL
 GH0421
 GH0421  NGVD 29 (??/??/92)  382.880  (m)         1256.17   (f) ADJ UNCH    1 2
 GH0421
 GH0421.Superseded values are not recommended for survey control.
 GH0421
 GH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0421.See file dsdata.pdf to determine how the superseded data were derived.
 GH0421
 GH0421_MARKER: DB = BENCH MARK DISK
 GH0421_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0421+WITH SETTING: PAVEMENT
 GH0421_SP_SET: TOWER FOUNDATION
 GH0421_STAMPING: T 182 1953
 GH0421_MARK LOGO: CGS
 GH0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0421+STABILITY: SURFACE MOTION
 GH0421
 GH0421  HISTORY     - Date     Condition        Report By
 GH0421  HISTORY     - 1953     MONUMENTED       CGS
 GH0421  HISTORY     - 1985     GOOD             NGS
 GH0421
 GH0421                          STATION DESCRIPTION
 GH0421
 GH0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0421'2.3 MI N FROM ENID.
 GH0421'2.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0421'RAILROAD FROM THE STATION AT ENID, 0.1 MILE SOUTHEAST OF THE
 GH0421'STATION SIGN AT NORTH ENID, 6 FEET EAST OF THE EAST RAIL OF A
 GH0421'SIDE TRACK, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 GH0421'CONCRETE BASE OF THE NORTH LEG OF A TOWER.
 GH0421
 GH0421                          STATION RECOVERY (1985)
 GH0421
 GH0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0421'RECOVERED IN AS DESCRIBED IN 1953.  NOT LEVELED TO DURING THIA SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0371 ***********************************************************************
 GH0371  DESIGNATION -  T 183
 GH0371  PID         -  GH0371
 GH0371  STATE/COUNTY-  OK/KINGFISHER
 GH0371  COUNTRY     -  US
 GH0371  USGS QUAD   -  HENNESSEY (2018)
 GH0371
 GH0371                         *CURRENT SURVEY CONTROL
 GH0371  ______________________________________________________________________
 GH0371* NAD 83(1986) POSITION- 36 06 30.     (N) 097 54 00.     (W)   SCALED
 GH0371* NAVD 88 ORTHO HEIGHT -   353.927 (meters)     1161.18  (feet) POSTED
 GH0371  ______________________________________________________________________
 GH0371  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 GH0371  DYNAMIC HEIGHT  -        353.61  (meters)     1160.1   (feet) COMP
 GH0371  MODELED GRAVITY -    979,722.9   (mgal)                       NAVD 88
 GH0371
 GH0371  VERT ORDER      -  * POSTED, SEE BELOW
 GH0371
 GH0371.The horizontal coordinates were scaled from a map and have
 GH0371.an estimated accuracy of +/- 6 seconds.
 GH0371
 GH0371.The orthometric height was determined by differential leveling
 GH0371.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0371
 GH0371.* This is a POSTED BENCH MARK height.
 GH0371
 GH0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0371.GEOID18 height accuracy estimate available here.
 GH0371
 GH0371.Click photographs - Photos may exist for this station.
 GH0371
 GH0371.The dynamic height is computed by dividing the NAVD 88
 GH0371.geopotential number by the normal gravity value computed on the
 GH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0371.degrees latitude (g = 980.6199 gals.).
 GH0371
 GH0371.The modeled gravity was interpolated from observed gravity values.
 GH0371
 GH0371;                    North         East    Units  Estimated Accuracy
 GH0371;SPC OK N     -   122,980.      609,000.      MT  (+/- 180 meters Scaled)
 GH0371
 GH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE990965(NAD 83)
 GH0371
 GH0371                          SUPERSEDED SURVEY CONTROL
 GH0371
 GH0371  NGVD 29 (??/??/92)  353.759  (m)         1160.62   (f) ADJ UNCH    1 2
 GH0371
 GH0371.Superseded values are not recommended for survey control.
 GH0371
 GH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0371.See file dsdata.pdf to determine how the superseded data were derived.
 GH0371
 GH0371_MARKER: DB = BENCH MARK DISK
 GH0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0371_STAMPING: T 183 1953
 GH0371_MARK LOGO: CGS
 GH0371_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0371+STABILITY: SURFACE MOTION
 GH0371
 GH0371  HISTORY     - Date     Condition        Report By
 GH0371  HISTORY     - 1953     MONUMENTED       CGS
 GH0371  HISTORY     - 1979     MARK NOT FOUND   USGS
 GH0371  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0371
 GH0371                          STATION DESCRIPTION
 GH0371
 GH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0371'AT HENNESSEY.
 GH0371'AT HENNESSEY, 124 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 GH0371'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 32 FEET EAST
 GH0371'OF THE EAST RAIL OF THE MAIN TRACK, 15 FEET WEST OF THE WEST
 GH0371'RAIL OF A SIDE TRACK, 7 FEET WEST OF A TELEPHONE POLE, 2.5 FEET
 GH0371'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0371'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0371
 GH0371                          STATION RECOVERY (1979)
 GH0371
 GH0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 GH0371'MARK NOT FOUND.
 GH0371
 GH0371                          STATION RECOVERY (1985)
 GH0371
 GH0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0371'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0580 ***********************************************************************
 FJ0580  DESIGNATION -  T 184
 FJ0580  PID         -  FJ0580
 FJ0580  STATE/COUNTY-  OK/KINGFISHER
 FJ0580  COUNTRY     -  US
 FJ0580  USGS QUAD   -  DOVER (2018)
 FJ0580
 FJ0580                         *CURRENT SURVEY CONTROL
 FJ0580  ______________________________________________________________________
 FJ0580* NAD 83(1986) POSITION- 35 53 50.     (N) 097 55 18.     (W)   SCALED
 FJ0580* NAVD 88 ORTHO HEIGHT -   316.710 (meters)     1039.07  (feet) ADJUSTED
 FJ0580  ______________________________________________________________________
 FJ0580  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 FJ0580  DYNAMIC HEIGHT  -        316.423 (meters)     1038.13  (feet) COMP
 FJ0580  MODELED GRAVITY -    979,716.5   (mgal)                       NAVD 88
 FJ0580
 FJ0580  VERT ORDER      -  FIRST     CLASS II
 FJ0580
 FJ0580.The horizontal coordinates were scaled from a map and have
 FJ0580.an estimated accuracy of +/- 6 seconds.
 FJ0580
 FJ0580.The orthometric height was determined by differential leveling and
 FJ0580.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0580.in June 1991.
 FJ0580
 FJ0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0580.GEOID18 height accuracy estimate available here.
 FJ0580
 FJ0580.Click photographs - Photos may exist for this station.
 FJ0580
 FJ0580.The dynamic height is computed by dividing the NAVD 88
 FJ0580.geopotential number by the normal gravity value computed on the
 FJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0580.degrees latitude (g = 980.6199 gals.).
 FJ0580
 FJ0580.The modeled gravity was interpolated from observed gravity values.
 FJ0580
 FJ0580;                    North         East    Units  Estimated Accuracy
 FJ0580;SPC OK N     -    99,550.      607,070.      MT  (+/- 180 meters Scaled)
 FJ0580
 FJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE973730(NAD 83)
 FJ0580
 FJ0580                          SUPERSEDED SURVEY CONTROL
 FJ0580
 FJ0580  NGVD 29 (??/??/92)  316.584  (m)         1038.66   (f) ADJ UNCH    1 2
 FJ0580
 FJ0580.Superseded values are not recommended for survey control.
 FJ0580
 FJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0580.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0580
 FJ0580_MARKER: DB = BENCH MARK DISK
 FJ0580_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0580_SP_SET: BRIDGE ABUTMENT
 FJ0580_STAMPING: T 184 1953
 FJ0580_MARK LOGO: CGS
 FJ0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0580
 FJ0580  HISTORY     - Date     Condition        Report By
 FJ0580  HISTORY     - 1953     MONUMENTED       CGS
 FJ0580  HISTORY     - 1985     GOOD             NGS
 FJ0580
 FJ0580                          STATION DESCRIPTION
 FJ0580
 FJ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0580'2.6 MI N FROM KINGFISHER.
 FJ0580'2.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0580'RAILROAD FROM THE STATION AT KINGFISHER, 5 POLES SOUTH OF MILEPOST
 FJ0580'376, 3 POLES SOUTH OF A ROAD CROSSING, 5 FEET WEST OF THE WEST
 FJ0580'RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF
 FJ0580'BRIDGE 376-1.
 FJ0580
 FJ0580                          STATION RECOVERY (1985)
 FJ0580
 FJ0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0643 ***********************************************************************
 FJ0643  DESIGNATION -  T 185
 FJ0643  PID         -  FJ0643
 FJ0643  STATE/COUNTY-  OK/CANADIAN
 FJ0643  COUNTRY     -  US
 FJ0643  USGS QUAD   -  EL RENO (2018)
 FJ0643
 FJ0643                         *CURRENT SURVEY CONTROL
 FJ0643  ______________________________________________________________________
 FJ0643* NAD 83(1986) POSITION- 35 35 42.     (N) 097 59 54.     (W)   SCALED
 FJ0643* NAVD 88 ORTHO HEIGHT -   407.543 (meters)     1337.08  (feet) ADJUSTED
 FJ0643  ______________________________________________________________________
 FJ0643  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 FJ0643  DYNAMIC HEIGHT  -        407.149 (meters)     1335.79  (feet) COMP
 FJ0643  MODELED GRAVITY -    979,654.5   (mgal)                       NAVD 88
 FJ0643
 FJ0643  VERT ORDER      -  FIRST     CLASS II
 FJ0643
 FJ0643.The horizontal coordinates were scaled from a map and have
 FJ0643.an estimated accuracy of +/- 6 seconds.
 FJ0643
 FJ0643.The orthometric height was determined by differential leveling and
 FJ0643.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0643.in June 1991.
 FJ0643
 FJ0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0643.GEOID18 height accuracy estimate available here.
 FJ0643
 FJ0643.Click photographs - Photos may exist for this station.
 FJ0643
 FJ0643.The dynamic height is computed by dividing the NAVD 88
 FJ0643.geopotential number by the normal gravity value computed on the
 FJ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0643.degrees latitude (g = 980.6199 gals.).
 FJ0643
 FJ0643.The modeled gravity was interpolated from observed gravity values.
 FJ0643
 FJ0643;                    North         East    Units  Estimated Accuracy
 FJ0643;SPC OK N     -    66,020.      600,150.      MT  (+/- 180 meters Scaled)
 FJ0643
 FJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE907394(NAD 83)
 FJ0643
 FJ0643                          SUPERSEDED SURVEY CONTROL
 FJ0643
 FJ0643  NGVD 29 (??/??/92)  407.376  (m)         1336.53   (f) ADJ UNCH    1 2
 FJ0643
 FJ0643.Superseded values are not recommended for survey control.
 FJ0643
 FJ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0643.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0643
 FJ0643_MARKER: DB = BENCH MARK DISK
 FJ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0643_STAMPING: T 185 1953
 FJ0643_MARK LOGO: CGS
 FJ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0643+STABILITY: SURFACE MOTION
 FJ0643
 FJ0643  HISTORY     - Date     Condition        Report By
 FJ0643  HISTORY     - 1953     MONUMENTED       CGS
 FJ0643
 FJ0643                          STATION DESCRIPTION
 FJ0643
 FJ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0643'4.8 MI N FROM EL RENO.
 FJ0643'4.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0643'RAILROAD FROM THE STATION AT EL RENO, 11 POLES NORTH OF MILEPOST
 FJ0643'398, 52 FEET WEST OF THE WEST RAIL, 3 FEET SOUTH OF A FENCE
 FJ0643'CORNER, 3 FEET NORTH OF A WITNESS POST, 15 FEET BELOW THE TOP
 FJ0643'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FJ0643'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0452 ***********************************************************************
 FJ0452  DESIGNATION -  T 186
 FJ0452  PID         -  FJ0452
 FJ0452  STATE/COUNTY-  OK/GRADY
 FJ0452  COUNTRY     -  US
 FJ0452  USGS QUAD   -  MINCO (2018)
 FJ0452
 FJ0452                         *CURRENT SURVEY CONTROL
 FJ0452  ______________________________________________________________________
 FJ0452* NAD 83(1986) POSITION- 35 19 24.     (N) 097 56 17.     (W)   SCALED
 FJ0452* NAVD 88 ORTHO HEIGHT -   392.340 (meters)     1287.20  (feet) ADJUSTED
 FJ0452  ______________________________________________________________________
 FJ0452  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 FJ0452  DYNAMIC HEIGHT  -        391.949 (meters)     1285.92  (feet) COMP
 FJ0452  MODELED GRAVITY -    979,625.3   (mgal)                       NAVD 88
 FJ0452
 FJ0452  VERT ORDER      -  FIRST     CLASS II
 FJ0452
 FJ0452.The horizontal coordinates were scaled from a map and have
 FJ0452.an estimated accuracy of +/- 6 seconds.
 FJ0452
 FJ0452.The orthometric height was determined by differential leveling and
 FJ0452.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0452.in August 1994.
 FJ0452
 FJ0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0452.GEOID18 height accuracy estimate available here.
 FJ0452
 FJ0452.Click photographs - Photos may exist for this station.
 FJ0452
 FJ0452.The dynamic height is computed by dividing the NAVD 88
 FJ0452.geopotential number by the normal gravity value computed on the
 FJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0452.degrees latitude (g = 980.6199 gals.).
 FJ0452
 FJ0452.The modeled gravity was interpolated from observed gravity values.
 FJ0452
 FJ0452;                    North         East    Units  Estimated Accuracy
 FJ0452;SPC OK S     -   220,750.      605,630.      MT  (+/- 180 meters Scaled)
 FJ0452
 FJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE965094(NAD 83)
 FJ0452
 FJ0452                          SUPERSEDED SURVEY CONTROL
 FJ0452
 FJ0452  NAVD 88 (06/15/91)  392.353  (m)         1287.24   (f) SUPERSEDED  1 2
 FJ0452  NGVD 29 (??/??/92)  392.176  (m)         1286.66   (f) ADJ UNCH    1 2
 FJ0452
 FJ0452.Superseded values are not recommended for survey control.
 FJ0452
 FJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0452.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0452
 FJ0452_MARKER: DB = BENCH MARK DISK
 FJ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0452_STAMPING: T 186 1953
 FJ0452_MARK LOGO: CGS
 FJ0452_PROJECTION: PROJECTING 28 CENTIMETERS
 FJ0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0452+STABILITY: SURFACE MOTION
 FJ0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0452+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1994
 FJ0452
 FJ0452  HISTORY     - Date     Condition        Report By
 FJ0452  HISTORY     - 1953     MONUMENTED       CGS
 FJ0452  HISTORY     - 1986     GOOD             NGS
 FJ0452  HISTORY     - 19940210 GOOD             NGS
 FJ0452
 FJ0452                          STATION DESCRIPTION
 FJ0452
 FJ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0452'0.8 MI N FROM MINCO.
 FJ0452'0.8 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0452'RAILROAD FROM THE STATION AT MINCO, 3 POLES SOUTH OF SEMAPHORE
 FJ0452'417.1, 98 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 4
 FJ0452'FEET NORTH OF A FENCE CORNER, 2 FEET NORTHEAST OF A TELEPHONE
 FJ0452'POLE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0452'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0452
 FJ0452                          STATION RECOVERY (1986)
 FJ0452
 FJ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0452'THE MARK IS 1.5 M BELOW THE RAIL.
 FJ0452'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  20.1 KM
 FJ0452'(12.5 MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD FROM ITS
 FJ0452'JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO, 1.2 KM (0.75 MI) NORTH
 FJ0452'OF THE INTERSECTION OF STATE HIGHWAY 37, 29.9 M (98.1 FT) EAST OF THE
 FJ0452'NEAR RAIL, AND 21.4 M (70.2 FT) EAST OF A SIGN (TELECOM MARKER NUMBER
 FJ0452'OK 01 4440).
 FJ0452'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FJ0452
 FJ0452                          STATION RECOVERY (1994)
 FJ0452
 FJ0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0452'0.4 KM (0.25 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FJ0452'MINCO, THENCE 1.2 KM (0.75 MI) NORTHERLY ALONG THE UNION PACIFIC
 FJ0452'RAILROAD, 25.7 M (84.3 FT) EAST OF THE NEAR RAIL, 21.5 M (70.5 FT)
 FJ0452'EAST OF FIBER OPTIC CABLE WARNING SIGN NUMBER 01 4440, 1.5 M
 FJ0452'(4.9 FT) BELOW THE LEVEL OF THE TRACKS, 0.3 M (1.0 FT) WEST OF A
 FJ0452'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 FJ0452'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0424 ***********************************************************************
 FJ0424  DESIGNATION -  T 187
 FJ0424  PID         -  FJ0424
 FJ0424  STATE/COUNTY-  OK/GRADY
 FJ0424  COUNTRY     -  US
 FJ0424  USGS QUAD   -  CHICKASHA (2018)
 FJ0424
 FJ0424                         *CURRENT SURVEY CONTROL
 FJ0424  ______________________________________________________________________
 FJ0424* NAD 83(1986) POSITION- 35 03 32.     (N) 097 56 00.     (W)   SCALED
 FJ0424* NAVD 88 ORTHO HEIGHT -   333.399 (meters)     1093.83  (feet) ADJUSTED
 FJ0424  ______________________________________________________________________
 FJ0424  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 FJ0424  DYNAMIC HEIGHT  -        333.069 (meters)     1092.74  (feet) COMP
 FJ0424  MODELED GRAVITY -    979,636.6   (mgal)                       NAVD 88
 FJ0424
 FJ0424  VERT ORDER      -  FIRST     CLASS II
 FJ0424
 FJ0424.The horizontal coordinates were scaled from a map and have
 FJ0424.an estimated accuracy of +/- 6 seconds.
 FJ0424
 FJ0424.The orthometric height was determined by differential leveling and
 FJ0424.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0424.in June 1991.
 FJ0424
 FJ0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0424.GEOID18 height accuracy estimate available here.
 FJ0424
 FJ0424.Click photographs - Photos may exist for this station.
 FJ0424
 FJ0424.The dynamic height is computed by dividing the NAVD 88
 FJ0424.geopotential number by the normal gravity value computed on the
 FJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0424.degrees latitude (g = 980.6199 gals.).
 FJ0424
 FJ0424.The modeled gravity was interpolated from observed gravity values.
 FJ0424
 FJ0424;                    North         East    Units  Estimated Accuracy
 FJ0424;SPC OK S     -   191,410.      606,080.      MT  (+/- 180 meters Scaled)
 FJ0424
 FJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND972800(NAD 83)
 FJ0424
 FJ0424                          SUPERSEDED SURVEY CONTROL
 FJ0424
 FJ0424  NGVD 29 (??/??/92)  333.292  (m)         1093.48   (f) ADJ UNCH    1 2
 FJ0424
 FJ0424.Superseded values are not recommended for survey control.
 FJ0424
 FJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0424.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0424
 FJ0424_MARKER: DB = BENCH MARK DISK
 FJ0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0424_SP_SET: ABUTMENT
 FJ0424_STAMPING: T 187 1953
 FJ0424_MARK LOGO: CGS
 FJ0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0424
 FJ0424  HISTORY     - Date     Condition        Report By
 FJ0424  HISTORY     - 1953     MONUMENTED       CGS
 FJ0424  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0424
 FJ0424                          STATION DESCRIPTION
 FJ0424
 FJ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0424'0.5 MI N FROM CHICKASHA.
 FJ0424'0.5 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0424'RAILROAD FROM THE STATION AT CHICKASHA, 6 FEET EAST OF THE
 FJ0424'EAST RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 FJ0424'OF BRIDGE 435.8 OVER LIME CREEK.
 FJ0424
 FJ0424                          STATION RECOVERY (1986)
 FJ0424
 FJ0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0424'THE DRILL HOLE WAS FOUND BUT THE DISK HAS BEEN REMOVED FROM THE
 FJ0424'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0677 ***********************************************************************
 FJ0677  DESIGNATION -  T 192
 FJ0677  PID         -  FJ0677
 FJ0677  STATE/COUNTY-  OK/OKLAHOMA
 FJ0677  COUNTRY     -  US
 FJ0677  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0677
 FJ0677                         *CURRENT SURVEY CONTROL
 FJ0677  ______________________________________________________________________
 FJ0677* NAD 83(2011) POSITION- 35 27 50.71951(N) 097 36 14.42379(W)   NO CHECK
 FJ0677* NAD 83(2011) ELLIP HT-   342.242 (meters)        (06/27/12)   NO CHECK
 FJ0677* NAD 83(2011) EPOCH   -  2010.00
 FJ0677* NAVD 88 ORTHO HEIGHT -   369.192 (meters)     1211.26  (feet) ADJUSTED
 FJ0677  ______________________________________________________________________
 FJ0677  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 FJ0677  NAD 83(2011) X  -   -688,226.338 (meters)                     COMP
 FJ0677  NAD 83(2011) Y  - -5,155,266.539 (meters)                     COMP
 FJ0677  NAD 83(2011) Z  -  3,680,122.113 (meters)                     COMP
 FJ0677  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 FJ0677  DYNAMIC HEIGHT  -        368.837 (meters)     1210.09  (feet) COMP
 FJ0677  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 FJ0677
 FJ0677  VERT ORDER      -  FIRST     CLASS II
 FJ0677
 FJ0677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0677  Standards:
 FJ0677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0677  -------------------------------------------------------------------
 FJ0677  NETWORK    1.85   4.35           0.81   0.70   2.22      0.01964053
 FJ0677  -------------------------------------------------------------------
 FJ0677  Click here for local accuracies and other accuracy information.
 FJ0677
 FJ0677.The horizontal coordinates were established by GPS observations
 FJ0677.and adjusted by the National Geodetic Survey in June 2012.
 FJ0677
 FJ0677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0677.been affixed to the stable North American tectonic plate. See 
 FJ0677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0677
 FJ0677.The horizontal coordinates are valid at the epoch date displayed above
 FJ0677.which is a decimal equivalence of Year/Month/Day.
 FJ0677
 FJ0677.No horizontal observational check was made to the station.
 FJ0677
 FJ0677.The orthometric height was determined by differential leveling and
 FJ0677.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0677.in August 1994.
 FJ0677
 FJ0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0677.GEOID18 height accuracy estimate available here.
 FJ0677
 FJ0677.Click photographs - Photos may exist for this station.
 FJ0677
 FJ0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0677
 FJ0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0677
 FJ0677.The ellipsoidal height was determined by GPS observations
 FJ0677.and is referenced to NAD 83.
 FJ0677
 FJ0677.The dynamic height is computed by dividing the NAVD 88
 FJ0677.geopotential number by the normal gravity value computed on the
 FJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0677.degrees latitude (g = 980.6199 gals.).
 FJ0677
 FJ0677.The modeled gravity was interpolated from observed gravity values.
 FJ0677
 FJ0677. The following values were computed from the NAD 83(2011) position.
 FJ0677
 FJ0677;                    North         East     Units Scale Factor Converg.
 FJ0677;SPC OK N     -    51,565.686   635,944.850   MT  1.00002020   +0 14 01.3
 FJ0677;SPC OK N     -   169,178.42  2,086,429.06   sFT  1.00002020   +0 14 01.3
 FJ0677;UTM  14      - 3,925,406.120   626,667.425   MT  0.99979772   +0 48 36.2
 FJ0677
 FJ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0677!SPC OK N     -   0.99994628  x   1.00002020  =   0.99996648
 FJ0677!UTM  14      -   0.99994628  x   0.99979772  =   0.99974402
 FJ0677
 FJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2666725406(NAD 83)
 FJ0677
 FJ0677                          SUPERSEDED SURVEY CONTROL
 FJ0677
 FJ0677  NAD 83(2007)-  35 27 50.71945(N)    097 36 14.42435(W) AD(2002.00) 0
 FJ0677  ELLIP H (02/10/07)  342.256  (m)                       GP(2002.00)    
 FJ0677  NAD 83(1993)-  35 27 50.71916(N)    097 36 14.42445(W) AD(       ) 1
 FJ0677  ELLIP H (03/07/02)  342.258  (m)                       GP(       ) 4 2
 FJ0677  NAVD 88             369.19   (m)         1211.3    (f) LEVELING    3  
 FJ0677  NAVD 88 (??/??/92)  369.258  (m)         1211.47   (f) POSTED      3  
 FJ0677
 FJ0677.Superseded values are not recommended for survey control.
 FJ0677
 FJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0677.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0677
 FJ0677_MARKER: F = FLANGE-ENCASED ROD
 FJ0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0677_STAMPING: T 192 1984
 FJ0677_MARK LOGO: NGS
 FJ0677_PROJECTION: RECESSED 8 CENTIMETERS
 FJ0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0677+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 FJ0677_ROD/PIPE-DEPTH: 12.6 meters
 FJ0677
 FJ0677  HISTORY     - Date     Condition        Report By
 FJ0677  HISTORY     - 1984     MONUMENTED       NGS
 FJ0677  HISTORY     - 1988     GOOD             USPSQD
 FJ0677  HISTORY     - 1989     GOOD             USPSQD
 FJ0677  HISTORY     - 19940114 GOOD             NGS
 FJ0677  HISTORY     - 20010516 GOOD             MSAM
 FJ0677  HISTORY     - 20131211 POOR             COMPDA
 FJ0677  HISTORY     - 20221004 POOR             OKDOT
 FJ0677
 FJ0677                          STATION DESCRIPTION
 FJ0677
 FJ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0677'8.3 KM (5.15 MI) WEST FROM OKLAHOMA CITY.
 FJ0677'THE MARK IS ABOVE LEVEL WITH RENO AVENUE.
 FJ0677'8.3 KM (5.15 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0677'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, 0.2 KM (0.15 MI) WEST OF
 FJ0677'THE INTERSECTION OF MERIDIAN AVENUE CROSS STREET, 6.03 METERS
 FJ0677'(19.8 FT) SOUTH OF THE CENTERLINE OF RENO AVENUE EASTBOUND LANES,
 FJ0677'36.02 METERS (118.2 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 FJ0677'LA ROUGE CLUB, 2.56 METERS (8.4 FT) NORTH OF A GUY WIRE ANCHOR,
 FJ0677'0.51 METERS (1.7 FT) WEST OF A POWERLINE POLE, AND 0.48 METERS
 FJ0677'(1.6 FT) EAST OF A TELEPHONE JUNCTION BOX.
 FJ0677'THE MARK IS 0.21 METERS  N FROM A WITNESS POST.
 FJ0677
 FJ0677                          STATION RECOVERY (1988)
 FJ0677
 FJ0677'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0677'RECOVERED IN GOOD CONDITION.
 FJ0677
 FJ0677                          STATION RECOVERY (1989)
 FJ0677
 FJ0677'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0677'RECOVERED IN GOOD CONDITION.
 FJ0677
 FJ0677                          STATION RECOVERY (1994)
 FJ0677
 FJ0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0677'8.3 KM (5.15 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0677'THE SANTA FE RAILROAD IN OKLAHOMA CITY, 0.2 KM (0.10 MI) WEST OF THE
 FJ0677'INTERSECTION OF MERIDIAN AVENUE, 36.0 M (118.1 FT) WEST-NORTHWEST OF
 FJ0677'THE NORTHWEST CORNER OF THE LA ROUGE CLUB, 6.0 M (19.7 FT) SOUTH OF
 FJ0677'AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE AVENUE,
 FJ0677'2.6 M (8.5 FT) NORTH OF A GUY CABLE ANCHOR, 0.5 M (1.6 FT) WEST OF A
 FJ0677'UTILITY POLE, 0.5 M (1.6 FT) EAST OF AN UNDERGROUND CABLE JUNCTION
 FJ0677'BOX, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 FJ0677'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ0677
 FJ0677                          STATION RECOVERY (2001)
 FJ0677
 FJ0677'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 FJ0677'THE STATION IS LOCATED IN WEST-CENTRAL OKLAHOMA CITY, OKLAHOMA.
 FJ0677'IT IS NORTH OF INTERSTATE HIGHWAY 40 AND WEST OF INTERSTATE HIGHWAY
 FJ0677'44.
 FJ0677'
 FJ0677'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 40 AND INTERSTATE
 FJ0677'HIGHWAY 44, GO WEST ON HIGHWAY 40 FOR 2.3 KM (1.4 MI) TO EXIT 145.
 FJ0677'EXIT THE HIGHWAY TO THE RIGHT, NORTH.  TURN RIGHT, NORTH, FOR 0.4 KM
 FJ0677'(0.2 MI) TO AN INTERSECTION.  TURN LEFT, WEST, FOR 0.25 KM (0.16 MI)
 FJ0677'ON WEST RENO TO THE STATION ON THE LEFT.
 FJ0677'
 FJ0677'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 FJ0677'TO REFUSAL, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 FJ0677'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 2.0 M (6.6 FT) SOUTH OF
 FJ0677'THE SOUTHERLY CURB OF EAST BOUND LANES OF RENO AVENUE, 0.9 M (3.0 FT)
 FJ0677'WEST OF A POWER POLE, 0.4 M (1.3 FT) NORTHEAST OF A TELEPHONE RISER
 FJ0677'AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST
 FJ0677
 FJ0677                          STATION RECOVERY (2013)
 FJ0677
 FJ0677'RECOVERY NOTE BY COMPASSDATA INC 2013 (NK)
 FJ0677'MARK RECOVERED IN POOR CONDITION.
 FJ0677
 FJ0677                          STATION RECOVERY (2022)
 FJ0677
 FJ0677'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0677'MARK APPEARS TO HAVE BEEN HIT.  SLEEVE IS ANGLED TO THE SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0709 ***********************************************************************
 FJ0709  DESIGNATION -  T 193
 FJ0709  PID         -  FJ0709
 FJ0709  STATE/COUNTY-  OK/OKLAHOMA
 FJ0709  COUNTRY     -  US
 FJ0709  USGS QUAD   -  HARRAH (2018)
 FJ0709
 FJ0709                         *CURRENT SURVEY CONTROL
 FJ0709  ______________________________________________________________________
 FJ0709* NAD 83(1986) POSITION- 35 29 46.     (N) 097 09 15.     (W)   SCALED
 FJ0709* NAVD 88 ORTHO HEIGHT -   328.302 (meters)     1077.10  (feet) ADJUSTED
 FJ0709  ______________________________________________________________________
 FJ0709  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 FJ0709  DYNAMIC HEIGHT  -        327.991 (meters)     1076.08  (feet) COMP
 FJ0709  MODELED GRAVITY -    979,677.7   (mgal)                       NAVD 88
 FJ0709
 FJ0709  VERT ORDER      -  FIRST     CLASS II
 FJ0709
 FJ0709.The horizontal coordinates were scaled from a map and have
 FJ0709.an estimated accuracy of +/- 6 seconds.
 FJ0709
 FJ0709.The orthometric height was determined by differential leveling and
 FJ0709.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0709.in August 1994.
 FJ0709
 FJ0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0709.GEOID18 height accuracy estimate available here.
 FJ0709
 FJ0709.Click photographs - Photos may exist for this station.
 FJ0709
 FJ0709.The dynamic height is computed by dividing the NAVD 88
 FJ0709.geopotential number by the normal gravity value computed on the
 FJ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0709.degrees latitude (g = 980.6199 gals.).
 FJ0709
 FJ0709.The modeled gravity was interpolated from observed gravity values.
 FJ0709
 FJ0709;                    North         East    Units  Estimated Accuracy
 FJ0709;SPC OK N     -    55,380.      676,750.      MT  (+/- 180 meters Scaled)
 FJ0709
 FJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE674296(NAD 83)
 FJ0709
 FJ0709                          SUPERSEDED SURVEY CONTROL
 FJ0709
 FJ0709  NAVD 88 (06/15/91)  328.346  (m)         1077.25   (f) SUPERSEDED  1 2
 FJ0709
 FJ0709.Superseded values are not recommended for survey control.
 FJ0709
 FJ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0709.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0709
 FJ0709_MARKER: I = METAL ROD
 FJ0709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0709_STAMPING: T 193 1984
 FJ0709_MARK LOGO: NGS
 FJ0709_PROJECTION: FLUSH
 FJ0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0709_ROD/PIPE-DEPTH: 14.0 meters
 FJ0709
 FJ0709  HISTORY     - Date     Condition        Report By
 FJ0709  HISTORY     - 1984     MONUMENTED       NGS
 FJ0709  HISTORY     - 1988     GOOD             USPSQD
 FJ0709  HISTORY     - 1989     GOOD             USPSQD
 FJ0709  HISTORY     - 1990     GOOD             USPSQD
 FJ0709
 FJ0709                          STATION DESCRIPTION
 FJ0709
 FJ0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0709'1.6 KM (1.0 MI) EAST FROM HARRAH.
 FJ0709'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S.
 FJ0709'HIGHWAY 270 IN HARRAH, ABOUT 100 YARDS SOUTH OF THE NEW PAVED HIGHWAY
 FJ0709'62, ABOUT 0.3 KM (0.2 MI) EASTERLY ALONG OLD HIGHWAY 62 FROM A SMALL
 FJ0709'INDIAN RESIDENCE, AT A WOODS ROAD LEADING SOUTH, SET BETWEEN TWO
 FJ0709'WITNESS POSTS, 15.2 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF OLD
 FJ0709'HIGHWAY 62, 0.31 METERS (1.0 FT) NORTH OF A FENCE LINE, 3.4 METERS
 FJ0709'(11.0 FT) WEST OF THE APPROXIMATE CENTER OF A WOODS ROAD, 0.91 METERS
 FJ0709'(3.0 FT) WEST OF A WOODEN FENCE POST, AND 30.2 METERS (99.0 FT)
 FJ0709'SOUTHEAST OF A POWERLINE POLE WHICH IS LOCATED BETWEEN NEW HIGHWAY 62
 FJ0709'AND OLD HIGHWAY 62 (NOW A FRONTAGE ROAD).  NOTE, ROD DRIVEN TO
 FJ0709'REFUSAL.
 FJ0709'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 FJ0709'THE MARK IS 0.61 M ABOVE OLD HIGHWAY 62.
 FJ0709
 FJ0709                          STATION RECOVERY (1988)
 FJ0709
 FJ0709'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0709'RECOVERED IN GOOD CONDITION.
 FJ0709
 FJ0709                          STATION RECOVERY (1989)
 FJ0709
 FJ0709'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0709'RECOVERED IN GOOD CONDITION.
 FJ0709
 FJ0709                          STATION RECOVERY (1990)
 FJ0709
 FJ0709'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0695 ***********************************************************************
 FJ0695  CBN         -  This is a Cooperative Base Network Control Station.
 FJ0695  DESIGNATION -  T 194
 FJ0695  PID         -  FJ0695
 FJ0695  STATE/COUNTY-  OK/OKLAHOMA
 FJ0695  COUNTRY     -  US
 FJ0695  USGS QUAD   -  CHOCTAW (2018)
 FJ0695
 FJ0695                         *CURRENT SURVEY CONTROL
 FJ0695  ______________________________________________________________________
 FJ0695* NAD 83(2011) POSITION- 35 29 28.62981(N) 097 21 11.70998(W)   ADJUSTED
 FJ0695* NAD 83(2011) ELLIP HT-   354.321 (meters)        (06/27/12)   ADJUSTED
 FJ0695* NAD 83(2011) EPOCH   -  2010.00
 FJ0695* NAVD 88 ORTHO HEIGHT -   381.375 (meters)     1251.23  (feet) ADJUSTED
 FJ0695  ______________________________________________________________________
 FJ0695  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 FJ0695  NAD 83(2011) X  -   -665,434.998 (meters)                     COMP
 FJ0695  NAD 83(2011) Y  - -5,156,501.903 (meters)                     COMP
 FJ0695  NAD 83(2011) Z  -  3,682,586.553 (meters)                     COMP
 FJ0695  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 FJ0695  DYNAMIC HEIGHT  -        381.013 (meters)     1250.04  (feet) COMP
 FJ0695  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 FJ0695
 FJ0695  VERT ORDER      -  FIRST     CLASS II
 FJ0695
 FJ0695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0695  Standards:
 FJ0695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0695  -------------------------------------------------------------------
 FJ0695  NETWORK    0.98   1.71           0.38   0.42   0.87      0.01014008
 FJ0695  -------------------------------------------------------------------
 FJ0695  Click here for local accuracies and other accuracy information.
 FJ0695
 FJ0695.The horizontal coordinates were established by GPS observations
 FJ0695.and adjusted by the National Geodetic Survey in June 2012.
 FJ0695
 FJ0695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0695.been affixed to the stable North American tectonic plate. See 
 FJ0695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0695
 FJ0695.The horizontal coordinates are valid at the epoch date displayed above
 FJ0695.which is a decimal equivalence of Year/Month/Day.
 FJ0695
 FJ0695.The orthometric height was determined by differential leveling and
 FJ0695.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0695.in August 1994.
 FJ0695
 FJ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0695.GEOID18 height accuracy estimate available here.
 FJ0695
 FJ0695.Click photographs - Photos may exist for this station.
 FJ0695
 FJ0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0695
 FJ0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0695
 FJ0695.The ellipsoidal height was determined by GPS observations
 FJ0695.and is referenced to NAD 83.
 FJ0695
 FJ0695.The dynamic height is computed by dividing the NAVD 88
 FJ0695.geopotential number by the normal gravity value computed on the
 FJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0695.degrees latitude (g = 980.6199 gals.).
 FJ0695
 FJ0695.The modeled gravity was interpolated from observed gravity values.
 FJ0695
 FJ0695. The following values were computed from the NAD 83(2011) position.
 FJ0695
 FJ0695;                    North         East     Units Scale Factor Converg.
 FJ0695;SPC OK N     -    54,705.425   658,685.738   MT  1.00001454   +0 22 54.0
 FJ0695;SPC OK N     -   179,479.38  2,161,038.13   sFT  1.00001454   +0 22 54.0
 FJ0695;UTM  14      - 3,928,773.481   649,371.499   MT  0.99987496   +0 57 22.5
 FJ0695
 FJ0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0695!SPC OK N     -   0.99994439  x   1.00001454  =   0.99995893
 FJ0695!UTM  14      -   0.99994439  x   0.99987496  =   0.99981936
 FJ0695
 FJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4937128773(NAD 83)
 FJ0695
 FJ0695                          SUPERSEDED SURVEY CONTROL
 FJ0695
 FJ0695  NAD 83(2007)-  35 29 28.62990(N)    097 21 11.71059(W) AD(2002.00) 0
 FJ0695  ELLIP H (02/10/07)  354.345  (m)                       GP(2002.00)    
 FJ0695  ELLIP H (03/06/01)  354.356  (m)                       GP(       ) 4 2
 FJ0695  ELLIP H (05/09/94)  354.380  (m)                       GP(       ) 4 2
 FJ0695  NAD 83(1993)-  35 29 28.62963(N)    097 21 11.71052(W) AD(       ) A
 FJ0695  ELLIP H (10/26/93)  354.380  (m)                       GP(       ) 3 1
 FJ0695  NAVD 88             381.38   (m)         1251.2    (f) LEVELING    3  
 FJ0695  NAVD 88             381.44   (m)         1251.4    (f) LEVELING    3  
 FJ0695  NAVD 88 (06/15/91)  381.438  (m)         1251.43   (f) SUPERSEDED  1 2
 FJ0695
 FJ0695.Superseded values are not recommended for survey control.
 FJ0695
 FJ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0695.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0695
 FJ0695_MARKER: F = FLANGE-ENCASED ROD
 FJ0695_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ0695_STAMPING: T 194 1984
 FJ0695_MARK LOGO: NGS
 FJ0695_PROJECTION: FLUSH
 FJ0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0695+STABILITY: POSITION/ELEVATION WELL
 FJ0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0695+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 FJ0695_ROD/PIPE-DEPTH: 4.0 meters
 FJ0695_SLEEVE-DEPTH  : 3.0 meters
 FJ0695
 FJ0695  HISTORY     - Date     Condition        Report By
 FJ0695  HISTORY     - 1984     MONUMENTED       NGS
 FJ0695  HISTORY     - 1988     GOOD             USPSQD
 FJ0695  HISTORY     - 1989     GOOD             USPSQD
 FJ0695  HISTORY     - 19930203 GOOD             NGS
 FJ0695  HISTORY     - 19930423 GOOD             NGS
 FJ0695  HISTORY     - 20021026 GOOD             JCLS
 FJ0695  HISTORY     - 20040527 GOOD             OKDOT
 FJ0695  HISTORY     - 20070323 GOOD             COOPWD
 FJ0695  HISTORY     - 20070327 GOOD             INDIV
 FJ0695  HISTORY     - 20100624 GOOD             NGS
 FJ0695
 FJ0695                          STATION DESCRIPTION
 FJ0695
 FJ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0695'14.0 KM (8.7 MI) EAST FROM OKLAHOMA CITY.
 FJ0695'THE MARK IS 0.15 M ABOVE POST ROAD.
 FJ0695'13.9 KM (8.6 MI) EAST ALONG U.S. HIGHWAY 62 (NORTHEAST 23RD STREET)
 FJ0695'FROM THE STATE CAPITOL BUILDING IN OKLAHOMA CITY, THENCE 0.16 KM
 FJ0695'(0.1 MI) SOUTH ON POST ROAD, AT THE POST ROAD BAPTIST CHURCH, AT THE
 FJ0695'CHURCH BILLBOARD, 11.3 METERS (37.2 FT) WEST OF THE CENTERLINE OF POST
 FJ0695'ROAD, 15.4 METERS (50.4 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 FJ0695'THE CEMENT BLOCK CHURCH HALL BUILDING, 2.6 METERS (8.5 FT) NORTH OF
 FJ0695'THE NORTH EDGE OF BRICK PLANTER OF CHURCH SIGN, 23.5 METERS (77.0 FT)
 FJ0695'NORTH OF THE APPROXIMATE CENTER OF THE SOUTH DRIVE TO THE CHURCH,
 FJ0695'16.3 METERS (53.6 FT) NORTH OF A NATURAL GAS METER BOX, 17.7 METERS
 FJ0695'(58.0 FT) NORTH OF A POWERLINE POLE WITH A GUY WIRE AND STREET LIGHT,
 FJ0695'AND 28.4 METERS (93.0 FT) SOUTH OF A POWERLINE POLE WITH A STREET
 FJ0695'LIGHT.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED.
 FJ0695
 FJ0695                          STATION RECOVERY (1988)
 FJ0695
 FJ0695'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0695'RECOVERED IN GOOD CONDITION.
 FJ0695
 FJ0695                          STATION RECOVERY (1989)
 FJ0695
 FJ0695'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0695'RECOVERED IN GOOD CONDITION.
 FJ0695
 FJ0695                          STATION RECOVERY (1993)
 FJ0695
 FJ0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0695'THE STATION IS LOCATED ABOUT 14 KM (8.7 MI) EAST OF OKLAHOMA CITY, IN
 FJ0695'MIDWEST CITY, IN A GRASSY AREA BETWEEN POST ROAD AND A PARKING LOT AT
 FJ0695'THE POST ROAD BAPTIST CHURCH.  OWNERSHIP--UNKNOWN.
 FJ0695'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 FJ0695'AND U.S. HIGHWAY 62 (NORTHEAST 23RD STREET), GO EAST ON HIGHWAY 62
 FJ0695'FOR 5.36 KM (0.00 MI) TO A PAVED CROSSROAD (MIDWEST BOULEVARD).
 FJ0695'CONTINUE EAST ON HIGHWAY 62 FOR 3.30 KM (0.00 MI) TO A PAVED
 FJ0695'CROSSROAD (POST ROAD).  TURN RIGHT, SOUTH ON POST ROAD FOR 0.16 KM
 FJ0695'(0.1 MI) TO THE STATION ON THE RIGHT.
 FJ0695'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FJ0695'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 FJ0695'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 FJ0695'IS 11.3 M (37.3 FT) WEST FROM THE CENTER OF POST ROAD, 15.4 M
 FJ0695'(50.4 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF CEMENT BLOCK
 FJ0695'CHURCH HALL BUILDING, 23.5 M (77.0 FT) NORTH FROM THE APPROXIMATE
 FJ0695'CENTER OF THE SOUTH DRIVE TO THE CHURCH, 16.3 M (53.6 FT) NORTH FROM A
 FJ0695'NATURAL GAS METER BOX, 17.5 M (58.0 FT) NORTH FROM A POWERLINE POLE
 FJ0695'WITH A GUY WIRE AND STREET LIGHT, AND 28.4 M (93.0 FT) SOUTH FROM A
 FJ0695'POWERLINE POLE WITH A STREET LIGHT, AND ABOUT 4 M (13.1 FT) EAST FROM
 FJ0695'THE IRREGULAR EAST EDGE OF THE CHURCH PARKING LOT.
 FJ0695
 FJ0695                          STATION RECOVERY (1993)
 FJ0695
 FJ0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0695'NOTE--THERE IS A 30 DEGREE HORIZON BLOCK TO THE WEST-SOUTHWEST BECAUSE
 FJ0695'OF PART OF THE ELEVATED CHURCH CROSSES.
 FJ0695'STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO REBUILDING OF TORNADO
 FJ0695'DAMAGE, PREVIOUS DATA IS INCORRECT.
 FJ0695'STATION IS LOCATED ABOUT 14 KM (8.70 MI) EAST OF THE STATE CAPITOL,
 FJ0695'NEAR THE NORTHEAST CORNER OF MIDWEST CITY, 0.2 KM (0.10 MI) SOUTH OF
 FJ0695'US HIGHWAY 62, IN A GRASS STRIP BETWEEN POST ROAD AND THE POST ROAD
 FJ0695'BAPTIST CHURCH PARKING AREA.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FJ0695'TRANSPORTATION.
 FJ0695'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40
 FJ0695'AND DOUGLAS BOULEVARD (EXIT 159B), ABOUT 18 KM (11.20 MI) SOUTHEAST
 FJ0695'OF THE STATE CAPITOL, GO NORTH ON DOUGLAS BOULEVARD FOR 0.36 KM
 FJ0695'(0.20 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON SOUTHEAST 29TH STREET
 FJ0695'FOR 1.60 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT, NORTH, ON POST ROAD
 FJ0695'FOR 4.84 KM (3.00 MI) TO A CROSS STREET (NORTHEAST 10TH STREET).
 FJ0695'CONTINUE AHEAD FOR 1.40 KM (0.85 MI) TO TOP OF RISE AND THE SOUTH
 FJ0695'ENTRANCE TO THE CHURCH PARKING LOT ON THE LEFT.  TURN LEFT, THEN
 FJ0695'RIGHT TO THE STATION ON THE RIGHT.
 FJ0695'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FJ0695'GREASE FILLED SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED
 FJ0695'BY CONCRETE SET 2 CM BELOW GROUND. IT IS 11.3 M (37.1 FT) WEST OF,
 FJ0695'AND LEVEL WITH THE CENTER OF POST ROAD, 3.8 M (12.5 FT) EAST OF THE
 FJ0695'PARKING LOT EDGE, 19.6 M (64.3 FT) NORTH OF THE NORTH EDGE OF THE
 FJ0695'SOUTH ENTRANCE, 16.6 M (54.5 FT) NORTH OF A GAS METER, 21.4 M
 FJ0695'(70.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SECTION OF
 FJ0695'THE CHURCH, 14.0 M (45.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER
 FJ0695'OF THE WOOD SECTION OF THE CHURCH, 1.3 M (4.3 FT) NORTH OF THE
 FJ0695'EXTENDED NORTH WALL OF THE WOOD SECTION, 1.2 M (3.9 FT) NORTH OF A
 FJ0695'WOODEN POST PROJECTING 0.9 M, 1.2 M (3.9 FT) SOUTH OF A WOODEN POST
 FJ0695'PROJECTING 0.9 M (3.0 FT) AND 0.2 M (0.7 FT) EAST OF A METAL WITNESS
 FJ0695'POST.
 FJ0695
 FJ0695                          STATION RECOVERY (2002)
 FJ0695
 FJ0695'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ0695'RECOVERED IN GOOD CONDITION.
 FJ0695
 FJ0695                          STATION RECOVERY (2004)
 FJ0695
 FJ0695'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 FJ0695'RECOVERED IN GOOD CONDITION.
 FJ0695
 FJ0695                          STATION RECOVERY (2007)
 FJ0695
 FJ0695'RECOVERY NOTE BY CITY OF OKLAHOMA PUBLIC WORKS 2007 (BGS)
 FJ0695'RECOVERED IN GOOD CONDITION.
 FJ0695
 FJ0695                          STATION RECOVERY (2007)
 FJ0695
 FJ0695'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BGS)
 FJ0695'RECOVERED AS DESCRIBED
 FJ0695
 FJ0695                          STATION RECOVERY (2010)
 FJ0695
 FJ0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (DRM)
 FJ0695'NOTE THE GAS METER HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0745 ***********************************************************************
 FJ0745  DESIGNATION -  T 195
 FJ0745  PID         -  FJ0745
 FJ0745  STATE/COUNTY-  OK/OKFUSKEE
 FJ0745  COUNTRY     -  US
 FJ0745  USGS QUAD   -  PADEN (2018)
 FJ0745
 FJ0745                         *CURRENT SURVEY CONTROL
 FJ0745  ______________________________________________________________________
 FJ0745* NAD 83(1986) POSITION- 35 30 19.91   (N) 096 34 17.49   (W)   HD_HELD1
 FJ0745* NAVD 88 ORTHO HEIGHT -   303.454 (meters)      995.58  (feet) ADJUSTED
 FJ0745  ______________________________________________________________________
 FJ0745  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 FJ0745  DYNAMIC HEIGHT  -        303.169 (meters)      994.65  (feet) COMP
 FJ0745  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FJ0745
 FJ0745  VERT ORDER      -  FIRST     CLASS II
 FJ0745
 FJ0745.The horizontal coordinates were determined by differentially corrected
 FJ0745.hand held GPS observations or other comparable positioning techniques
 FJ0745.and have an estimated accuracy of +/- 3 meters.
 FJ0745
 FJ0745.The orthometric height was determined by differential leveling and
 FJ0745.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0745.in June 1991.
 FJ0745
 FJ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0745.GEOID18 height accuracy estimate available here.
 FJ0745
 FJ0745.Click photographs - Photos may exist for this station.
 FJ0745
 FJ0745.The dynamic height is computed by dividing the NAVD 88
 FJ0745.geopotential number by the normal gravity value computed on the
 FJ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0745.degrees latitude (g = 980.6199 gals.).
 FJ0745
 FJ0745.The modeled gravity was interpolated from observed gravity values.
 FJ0745
 FJ0745;                    North         East    Units  Estimated Accuracy
 FJ0745;SPC OK N     -    57,043.8     729,592.6     MT  (+/- 3 meters HH1 GPS) 
 FJ0745
 FJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2025231818(NAD 83)
 FJ0745
 FJ0745                          SUPERSEDED SURVEY CONTROL
 FJ0745
 FJ0745.No superseded survey control is available for this station.
 FJ0745
 FJ0745_MARKER: F = FLANGE-ENCASED ROD
 FJ0745_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0745+WITH SETTING: INFORMATION.
 FJ0745_STAMPING: T 195 1984
 FJ0745_MARK LOGO: NGS
 FJ0745_PROJECTION: FLUSH
 FJ0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0745+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0745_ROD/PIPE-DEPTH: 2.1 meters
 FJ0745
 FJ0745  HISTORY     - Date     Condition        Report By
 FJ0745  HISTORY     - 1984     MONUMENTED       NGS
 FJ0745  HISTORY     - 1988     GOOD             USPSQD
 FJ0745  HISTORY     - 1990     GOOD             USPSQD
 FJ0745  HISTORY     - 1990     GOOD             USPSQD
 FJ0745  HISTORY     - 20220629 GOOD             OKDOT
 FJ0745  HISTORY     - 20240717 GOOD             OKDOT
 FJ0745
 FJ0745                          STATION DESCRIPTION
 FJ0745
 FJ0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0745'IN PADEN.
 FJ0745'IN PADEN, AT THE JUNCTION OF U.S. HIGHWAY 62 (WEST 9TH STREET) AND OAK
 FJ0745'STREET, 25.69 METERS (84.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0745'13.56 METERS (44.5 FT) SOUTH-SOUTHWEST OF THE WESTERNMOST 24-INCH
 FJ0745'ROUND ROCK COLUMN STORE SUPPORT, 8.53 METERS (28.0 FT) WEST OF THE
 FJ0745'CENTERLINE OF OAK STREET, AND 1.10 METERS (3.5 FT) NORTH OF A TREE.
 FJ0745'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 FJ0745'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0745
 FJ0745                          STATION RECOVERY (1988)
 FJ0745
 FJ0745'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0745'RECOVERED IN GOOD CONDITION.
 FJ0745
 FJ0745                          STATION RECOVERY (1990)
 FJ0745
 FJ0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0745'RECOVERED IN GOOD CONDITION.
 FJ0745
 FJ0745                          STATION RECOVERY (1990)
 FJ0745
 FJ0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0745'RECOVERED IN GOOD CONDITION.
 FJ0745
 FJ0745                          STATION RECOVERY (2022)
 FJ0745
 FJ0745'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0745'RECOVERED IN GOOD CONDITION BUT LOGO CAP UNREADABLE N 353019.91 W
 FJ0745'963417.49.
 FJ0745
 FJ0745                          STATION RECOVERY (2024)
 FJ0745
 FJ0745'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0745'THE MARK IS IN THE CONCRETE DRIVE OF AMERICAN STORAGE SOLUTIONS.  MARK
 FJ0745'IS ON THE EAST SIDE OF OAK STREET.  THE STORE SUPPORT IS NO LONGER
 FJ0745'THERE.  THE LOGO CAP IS UNREADABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0769 ***********************************************************************
 FJ0769  DESIGNATION -  T 196
 FJ0769  PID         -  FJ0769
 FJ0769  STATE/COUNTY-  OK/OKFUSKEE
 FJ0769  COUNTRY     -  US
 FJ0769  USGS QUAD   -  CLEARVIEW (2018)
 FJ0769
 FJ0769                         *CURRENT SURVEY CONTROL
 FJ0769  ______________________________________________________________________
 FJ0769* NAD 83(1986) POSITION- 35 25 38.7    (N) 096 09 13.5    (W)   HD_HELD2
 FJ0769* NAVD 88 ORTHO HEIGHT -   247.664 (meters)      812.54  (feet) ADJUSTED
 FJ0769  ______________________________________________________________________
 FJ0769  GEOID HEIGHT    -        -28.793 (meters)                     GEOID18
 FJ0769  DYNAMIC HEIGHT  -        247.428 (meters)      811.77  (feet) COMP
 FJ0769  MODELED GRAVITY -    979,676.5   (mgal)                       NAVD 88
 FJ0769
 FJ0769  VERT ORDER      -  FIRST     CLASS II
 FJ0769
 FJ0769.The horizontal coordinates were established by autonomous hand held GPS
 FJ0769.observations and have an estimated accuracy of +/- 10 meters.
 FJ0769
 FJ0769.The orthometric height was determined by differential leveling and
 FJ0769.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0769.in June 1991.
 FJ0769
 FJ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0769.GEOID18 height accuracy estimate available here.
 FJ0769
 FJ0769.Click photographs - Photos may exist for this station.
 FJ0769
 FJ0769.The dynamic height is computed by dividing the NAVD 88
 FJ0769.geopotential number by the normal gravity value computed on the
 FJ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0769.degrees latitude (g = 980.6199 gals.).
 FJ0769
 FJ0769.The modeled gravity was interpolated from observed gravity values.
 FJ0769
 FJ0769;                    North         East    Units  Estimated Accuracy
 FJ0769;SPC OK N     -    49,018.      767,654.      MT  (+/- 10 meters HH2 GPS)
 FJ0769
 FJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE5840224165(NAD 83)
 FJ0769
 FJ0769                          SUPERSEDED SURVEY CONTROL
 FJ0769
 FJ0769.No superseded survey control is available for this station.
 FJ0769
 FJ0769_MARKER: F = FLANGE-ENCASED ROD
 FJ0769_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0769+WITH SETTING: INFORMATION.
 FJ0769_STAMPING: T 196 1984
 FJ0769_MARK LOGO: NGS
 FJ0769_PROJECTION: FLUSH
 FJ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0769+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0769_ROD/PIPE-DEPTH: 2.7 meters
 FJ0769
 FJ0769  HISTORY     - Date     Condition        Report By
 FJ0769  HISTORY     - 1984     MONUMENTED       NGS
 FJ0769  HISTORY     - 1988     GOOD             USPSQD
 FJ0769  HISTORY     - 1989     GOOD             USPSQD
 FJ0769  HISTORY     - 1990     GOOD             USPSQD
 FJ0769  HISTORY     - 20240717 GOOD             OKDOT
 FJ0769
 FJ0769                          STATION DESCRIPTION
 FJ0769
 FJ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0769'17.2 KM (10.75 MI) WEST FROM HENRYETTA.
 FJ0769'17.2 KM (10.75 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0769'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, AT MILE POST NUMBER 230, ON THE
 FJ0769'SOUTH SIDE OF THE HIGHWAY, 19.96 METERS (65.5 FT) SOUTH OF THE
 FJ0769'CENTERLINE OF THE HIGHWAY EASTBOUND LANES, AND 14.63 METERS (48.0 FT)
 FJ0769'SOUTH-SOUTHWEST OF MILEPOST NUMBER 230.
 FJ0769'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0769'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FJ0769
 FJ0769                          STATION RECOVERY (1988)
 FJ0769
 FJ0769'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0769'RECOVERED IN GOOD CONDITION.
 FJ0769
 FJ0769                          STATION RECOVERY (1989)
 FJ0769
 FJ0769'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0769'RECOVERED IN GOOD CONDITION.
 FJ0769
 FJ0769                          STATION RECOVERY (1990)
 FJ0769
 FJ0769'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0769'RECOVERED IN GOOD CONDITION.
 FJ0769
 FJ0769                          STATION RECOVERY (2024)
 FJ0769
 FJ0769'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0901 ***********************************************************************
 FH0901  DESIGNATION -  T 199
 FH0901  PID         -  FH0901
 FH0901  STATE/COUNTY-  OK/SEQUOYAH
 FH0901  COUNTRY     -  US
 FH0901  USGS QUAD   -  VIAN (2019)
 FH0901
 FH0901                         *CURRENT SURVEY CONTROL
 FH0901  ______________________________________________________________________
 FH0901* NAD 83(1986) POSITION- 35 27 16.     (N) 094 54 05.     (W)   SCALED
 FH0901* NAVD 88 ORTHO HEIGHT -   157.061 (meters)      515.29  (feet) ADJUSTED
 FH0901  ______________________________________________________________________
 FH0901  GEOID HEIGHT    -        -30.012 (meters)                     GEOID18
 FH0901  DYNAMIC HEIGHT  -        156.915 (meters)      514.81  (feet) COMP
 FH0901  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 FH0901
 FH0901  VERT ORDER      -  FIRST     CLASS II
 FH0901
 FH0901.The horizontal coordinates were scaled from a map and have
 FH0901.an estimated accuracy of +/- 6 seconds.
 FH0901
 FH0901.The orthometric height was determined by differential leveling and
 FH0901.adjusted by the NATIONAL GEODETIC SURVEY
 FH0901.in June 1991.
 FH0901
 FH0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0901.GEOID18 height accuracy estimate available here.
 FH0901
 FH0901.Click photographs - Photos may exist for this station.
 FH0901
 FH0901.The dynamic height is computed by dividing the NAVD 88
 FH0901.geopotential number by the normal gravity value computed on the
 FH0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0901.degrees latitude (g = 980.6199 gals.).
 FH0901
 FH0901.The modeled gravity was interpolated from observed gravity values.
 FH0901
 FH0901;                    North         East    Units  Estimated Accuracy
 FH0901;SPC OK N     -    54,910.      881,250.      MT  (+/- 180 meters Scaled)
 FH0901
 FH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV274251(NAD 83)
 FH0901
 FH0901                          SUPERSEDED SURVEY CONTROL
 FH0901
 FH0901.No superseded survey control is available for this station.
 FH0901
 FH0901_MARKER: I = METAL ROD
 FH0901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0901_STAMPING: T 199 1984
 FH0901_MARK LOGO: NGS
 FH0901_PROJECTION: PROJECTING 2 CENTIMETERS
 FH0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0901_ROD/PIPE-DEPTH: 4.05 meters
 FH0901
 FH0901  HISTORY     - Date     Condition        Report By
 FH0901  HISTORY     - 1984     MONUMENTED       NGS
 FH0901  HISTORY     - 1988     GOOD             USPSQD
 FH0901  HISTORY     - 1989     GOOD             USPSQD
 FH0901  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FH0901
 FH0901                          STATION DESCRIPTION
 FH0901
 FH0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0901'7.7 KM (4.80 MI) EAST FROM VIAN.
 FH0901'7.7 KM (4.8 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0901'STATE HIGHWAY 82 (1.1 KM (0.7 MI) SOUTH OF VIAN), AT A POINT ABOUT
 FH0901'0.2 KM (0.1 MI) EAST OF A TWO-WIRE POWERLINE CROSSING THE HIGHWAY,
 FH0901'SOUTH AND ACROSS THE EAST AND WEST LANES OF INTERSTATE 40 FROM A FARM
 FH0901'POND, ABOUT 54.8 METERS (180.0 FT) WEST-NORTHWEST OF A SMALL FARM
 FH0901'POND, SOUTH ACROSS THE EAST AND WEST LANES OF INTERSTATE 40 FROM A
 FH0901'HIGHWAY SIGN (VIAN 5, GORE 16, OKLAHOMA CITY 150) ON THE EAST FACE,
 FH0901'56.84 METERS (186.5 FT) WEST OF THE WEST END OF THE SOUTH HEADWALL OF
 FH0901'A CULVERT UNDER THE EASTBOUND LANES, 20.57 METERS (67.5 FT) SOUTH OF
 FH0901'THE CENTERLINE OF THE EASTBOUND LANES, AND 21.94 METERS (72.0 FT)
 FH0901'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE 40.  NOTE, ROD
 FH0901'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 FH0901'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 FH0901'THE MARK IS 0.76 M BELOW EASTBOUND LANES.
 FH0901
 FH0901                          STATION RECOVERY (1988)
 FH0901
 FH0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0901'RECOVERED IN GOOD CONDITION.
 FH0901
 FH0901                          STATION RECOVERY (1989)
 FH0901
 FH0901'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0901'RECOVERED IN GOOD CONDITION.
 FH0901
 FH0901                          STATION RECOVERY (1990)
 FH0901
 FH0901'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0901'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0926 ***********************************************************************
 FH0926  DESIGNATION -  T 200
 FH0926  PID         -  FH0926
 FH0926  STATE/COUNTY-  OK/SEQUOYAH
 FH0926  COUNTRY     -  US
 FH0926  USGS QUAD   -  FORT SMITH (2017)
 FH0926
 FH0926                         *CURRENT SURVEY CONTROL
 FH0926  ______________________________________________________________________
 FH0926* NAD 83(1986) POSITION- 35 24 16.     (N) 094 27 36.     (W)   SCALED
 FH0926* NAVD 88 ORTHO HEIGHT -   128.294 (meters)      420.91  (feet) ADJUSTED
 FH0926  ______________________________________________________________________
 FH0926  GEOID HEIGHT    -        -30.076 (meters)                     GEOID18
 FH0926  DYNAMIC HEIGHT  -        128.174 (meters)      420.52  (feet) COMP
 FH0926  MODELED GRAVITY -    979,696.5   (mgal)                       NAVD 88
 FH0926
 FH0926  VERT ORDER      -  FIRST     CLASS II
 FH0926
 FH0926.The horizontal coordinates were scaled from a map and have
 FH0926.an estimated accuracy of +/- 6 seconds.
 FH0926
 FH0926.The orthometric height was determined by differential leveling and
 FH0926.adjusted by the NATIONAL GEODETIC SURVEY
 FH0926.in June 1991.
 FH0926
 FH0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0926.GEOID18 height accuracy estimate available here.
 FH0926
 FH0926.Click photographs - Photos may exist for this station.
 FH0926
 FH0926.The dynamic height is computed by dividing the NAVD 88
 FH0926.geopotential number by the normal gravity value computed on the
 FH0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0926.degrees latitude (g = 980.6199 gals.).
 FH0926
 FH0926.The modeled gravity was interpolated from observed gravity values.
 FH0926
 FH0926;                    North         East    Units  Estimated Accuracy
 FH0926;SPC OK N     -    50,740.      921,500.      MT  (+/- 180 meters Scaled)
 FH0926
 FH0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV674188(NAD 83)
 FH0926
 FH0926                          SUPERSEDED SURVEY CONTROL
 FH0926
 FH0926.No superseded survey control is available for this station.
 FH0926
 FH0926_MARKER: I = METAL ROD
 FH0926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0926_STAMPING: T 200 1984
 FH0926_MARK LOGO: NGS
 FH0926_PROJECTION: FLUSH
 FH0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0926_ROD/PIPE-DEPTH: 16.1 meters
 FH0926
 FH0926  HISTORY     - Date     Condition        Report By
 FH0926  HISTORY     - 1984     MONUMENTED       NGS
 FH0926  HISTORY     - 1988     GOOD             USPSQD
 FH0926  HISTORY     - 1989     GOOD             USPSQD
 FH0926  HISTORY     - 1990     GOOD             USPSQD
 FH0926
 FH0926                          STATION DESCRIPTION
 FH0926
 FH0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0926'2.9 KM (1.8 MI) WEST FROM FORT SMITH AR.
 FH0926'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE CENTER OF THE
 FH0926'BRIDGE OVER THE ARKANSAS RIVER, AT A DIRT SIDE ROAD LEADING SOUTH, SET
 FH0926'ABOUT 0.1 KM (0.05 MI) SOUTH BY A POWERLINE POLE ON THE EAST SIDE OF
 FH0926'THE ROAD, 6.0 KM (3.75 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE
 FH0926'JUNCTION OF INTERSTATE HIGHWAY 40, 68.73 METERS (225.5 FT) SOUTH OF
 FH0926'THE CENTERLINE OF THE EASTBOUND LANES, 8.22 METERS (27.0 FT) EAST OF
 FH0926'THE CENTER OF THE DIRT ROAD LEADING SOUTH, 33.13 METERS (108.7 FT)
 FH0926'EAST AND ACROSS THE DIRT ROAD FROM THE SOUTH CORNER OF A METAL
 FH0926'BUILDING (SELF SERVICE GAS STATION AND STORE), 8.77 METERS (28.8 FT)
 FH0926'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAME BUILDING, AND
 FH0926'0.70 METERS (2.3 FT) NORTH-NORTHEAST OF A POWERLINE POLE.  NOTE, ROD
 FH0926'DRIVEN TO REFUSAL AND ANCHORED.
 FH0926'THE MARK IS 0.51 METERS  NNE FROM A WITNESS POST.
 FH0926'THE MARK IS 1.0 M ABOVE DIRT ROAD.
 FH0926
 FH0926                          STATION RECOVERY (1988)
 FH0926
 FH0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0926'RECOVERED IN GOOD CONDITION.
 FH0926
 FH0926                          STATION RECOVERY (1989)
 FH0926
 FH0926'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0926'RECOVERED IN GOOD CONDITION.
 FH0926
 FH0926                          STATION RECOVERY (1990)
 FH0926
 FH0926'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1325 ***********************************************************************
 GL1325  DESIGNATION -  T 202
 GL1325  PID         -  GL1325
 GL1325  STATE/COUNTY-  OK/CIMARRON
 GL1325  COUNTRY     -  US
 GL1325  USGS QUAD   -  FLAGG SPRINGS (2018)
 GL1325
 GL1325                         *CURRENT SURVEY CONTROL
 GL1325  ______________________________________________________________________
 GL1325* NAD 83(1986) POSITION- 36 48 21.24   (N) 102 31 03.68   (W)   HD_HELD1
 GL1325* NAVD 88 ORTHO HEIGHT -  1281.409 (meters)     4204.09  (feet) ADJUSTED
 GL1325  ______________________________________________________________________
 GL1325  GEOID HEIGHT    -        -23.724 (meters)                     GEOID18
 GL1325  DYNAMIC HEIGHT  -       1280.006 (meters)     4199.49  (feet) COMP
 GL1325  MODELED GRAVITY -    979,491.8   (mgal)                       NAVD 88
 GL1325
 GL1325  VERT ORDER      -  FIRST     CLASS II
 GL1325
 GL1325.The horizontal coordinates were determined by differentially corrected
 GL1325.hand held GPS observations or other comparable positioning techniques
 GL1325.and have an estimated accuracy of +/- 3 meters.
 GL1325
 GL1325.The orthometric height was determined by differential leveling and
 GL1325.adjusted by the NATIONAL GEODETIC SURVEY
 GL1325.in June 1991.
 GL1325
 GL1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1325.GEOID18 height accuracy estimate available here.
 GL1325
 GL1325.Click photographs - Photos may exist for this station.
 GL1325
 GL1325.The dynamic height is computed by dividing the NAVD 88
 GL1325.geopotential number by the normal gravity value computed on the
 GL1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1325.degrees latitude (g = 980.6199 gals.).
 GL1325
 GL1325.The modeled gravity was interpolated from observed gravity values.
 GL1325
 GL1325;                    North         East    Units  Estimated Accuracy
 GL1325;SPC OK N     -   209,755.1     196,995.6     MT  (+/- 3 meters HH1 GPS) 
 GL1325
 GL1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2144676215(NAD 83)
 GL1325
 GL1325                          SUPERSEDED SURVEY CONTROL
 GL1325
 GL1325.No superseded survey control is available for this station.
 GL1325
 GL1325_MARKER: I = METAL ROD
 GL1325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1325_STAMPING: T 202 1985
 GL1325_MARK LOGO: NGS
 GL1325_PROJECTION: FLUSH
 GL1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1325+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 GL1325_ROD/PIPE-DEPTH: 7.9 meters
 GL1325
 GL1325  HISTORY     - Date     Condition        Report By
 GL1325  HISTORY     - 1985     MONUMENTED       NGS
 GL1325  HISTORY     - 20030522 GOOD             OKDOT
 GL1325
 GL1325                          STATION DESCRIPTION
 GL1325
 GL1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1325'8.6 KM (5.35 MI) NORTH FROM BOISE CITY.
 GL1325'8.6 KM (5.35 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1325'IN BOISE CITY, 25.5 M (83.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GL1325'10.0 M (32.8 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST, AND
 GL1325'1.2 M (3.9 FT) WEST-SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 GL1325'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1325'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GL1325'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1325
 GL1325                          STATION RECOVERY (2003)
 GL1325
 GL1325'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (DKW)
 GL1325'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1129 ***********************************************************************
 DM1129  DESIGNATION -  T 203
 DM1129  PID         -  DM1129
 DM1129  STATE/COUNTY-  OK/MCCURTAIN
 DM1129  COUNTRY     -  US
 DM1129  USGS QUAD   -  IDABEL (2019)
 DM1129
 DM1129                         *CURRENT SURVEY CONTROL
 DM1129  ______________________________________________________________________
 DM1129* NAD 83(1986) POSITION- 33 53 41.     (N) 094 49 34.     (W)   SCALED
 DM1129* NAVD 88 ORTHO HEIGHT -   148.051 (meters)      485.73  (feet) ADJUSTED
 DM1129  ______________________________________________________________________
 DM1129  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 DM1129  DYNAMIC HEIGHT  -        147.901 (meters)      485.24  (feet) COMP
 DM1129  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 DM1129
 DM1129  VERT ORDER      -  FIRST     CLASS II
 DM1129
 DM1129.The horizontal coordinates were scaled from a map and have
 DM1129.an estimated accuracy of +/- 6 seconds.
 DM1129
 DM1129.The orthometric height was determined by differential leveling and
 DM1129.adjusted by the NATIONAL GEODETIC SURVEY
 DM1129.in June 1991.
 DM1129
 DM1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1129.GEOID18 height accuracy estimate available here.
 DM1129
 DM1129.Click photographs - Photos may exist for this station.
 DM1129
 DM1129.The dynamic height is computed by dividing the NAVD 88
 DM1129.geopotential number by the normal gravity value computed on the
 DM1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1129.degrees latitude (g = 980.6199 gals.).
 DM1129
 DM1129.The modeled gravity was interpolated from observed gravity values.
 DM1129
 DM1129;                    North         East    Units  Estimated Accuracy
 DM1129;SPC OK S     -    66,890.      893,530.      MT  (+/- 180 meters Scaled)
 DM1129
 DM1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT311519(NAD 83)
 DM1129
 DM1129                          SUPERSEDED SURVEY CONTROL
 DM1129
 DM1129.No superseded survey control is available for this station.
 DM1129
 DM1129_MARKER: I = METAL ROD
 DM1129_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1129+WITH SETTING: INFORMATION.
 DM1129_STAMPING: T 203 1986
 DM1129_MARK LOGO: NGS
 DM1129_PROJECTION: RECESSED 1 CENTIMETERS
 DM1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1129_ROD/PIPE-DEPTH: 2.8 meters
 DM1129
 DM1129  HISTORY     - Date     Condition        Report By
 DM1129  HISTORY     - 1986     MONUMENTED       NGS
 DM1129
 DM1129                          STATION DESCRIPTION
 DM1129
 DM1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1129'IN IDABEL.
 DM1129'IN IDABEL, AT THE JUNCTION OF U.S. HIGHWAY 70 (SOUTHEAST WASHINGTON
 DM1129'STREET) AND AVENUE A, 11.3 M (37.1 FT) SOUTHWEST OF THE SOUTHWEST
 DM1129'CORNER OF DOCTOR DEVORES OFFICE BUILDING, 7.1 M (23.3 FT) NORTHWEST OF
 DM1129'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 6.5 M (21.3 FT)
 DM1129'NORTHEAST OF THE CENTER OF THE AVENUE, 0.8 M (2.6 FT) NORTHWEST OF
 DM1129'UTILITY POLE NUMBER 101, AND 0.5 M (1.6 FT) NORTHEAST OF THE EAST CURB
 DM1129'OF THE AVENUE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DM1129'LOGO CAP.
 DM1129'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0827 ***********************************************************************
 FJ0827  DESIGNATION -  T 204
 FJ0827  PID         -  FJ0827
 FJ0827  STATE/COUNTY-  OK/KINGFISHER
 FJ0827  COUNTRY     -  US
 FJ0827  USGS QUAD   -  DOVER (2018)
 FJ0827
 FJ0827                         *CURRENT SURVEY CONTROL
 FJ0827  ______________________________________________________________________
 FJ0827* NAD 83(1986) POSITION- 35 55 01.     (N) 097 56 01.     (W)   SCALED
 FJ0827* NAVD 88 ORTHO HEIGHT -   327.246 (meters)     1073.64  (feet) ADJUSTED
 FJ0827  ______________________________________________________________________
 FJ0827  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 FJ0827  DYNAMIC HEIGHT  -        326.950 (meters)     1072.67  (feet) COMP
 FJ0827  MODELED GRAVITY -    979,718.6   (mgal)                       NAVD 88
 FJ0827
 FJ0827  VERT ORDER      -  FIRST     CLASS II
 FJ0827
 FJ0827.The horizontal coordinates were scaled from a map and have
 FJ0827.an estimated accuracy of +/- 6 seconds.
 FJ0827
 FJ0827.The orthometric height was determined by differential leveling and
 FJ0827.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0827.in June 1991.
 FJ0827
 FJ0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0827.GEOID18 height accuracy estimate available here.
 FJ0827
 FJ0827.Click photographs - Photos may exist for this station.
 FJ0827
 FJ0827.The dynamic height is computed by dividing the NAVD 88
 FJ0827.geopotential number by the normal gravity value computed on the
 FJ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0827.degrees latitude (g = 980.6199 gals.).
 FJ0827
 FJ0827.The modeled gravity was interpolated from observed gravity values.
 FJ0827
 FJ0827;                    North         East    Units  Estimated Accuracy
 FJ0827;SPC OK N     -   101,740.      605,990.      MT  (+/- 180 meters Scaled)
 FJ0827
 FJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE962752(NAD 83)
 FJ0827
 FJ0827                          SUPERSEDED SURVEY CONTROL
 FJ0827
 FJ0827  NGVD 29 (04/22/92)  327.087  (m)         1073.12   (f) ADJUSTED    1 2
 FJ0827
 FJ0827.Superseded values are not recommended for survey control.
 FJ0827
 FJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0827.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0827
 FJ0827_MARKER: I = METAL ROD
 FJ0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0827_STAMPING: T 204 1985
 FJ0827_MARK LOGO: NGS
 FJ0827_PROJECTION: FLUSH
 FJ0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0827_ROD/PIPE-DEPTH: 10.4 meters
 FJ0827
 FJ0827  HISTORY     - Date     Condition        Report By
 FJ0827  HISTORY     - 1985     MONUMENTED       NGS
 FJ0827
 FJ0827                          STATION DESCRIPTION
 FJ0827
 FJ0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0827'6.3 KM (3.9 MI) NORTH FROM KINGFISHER.
 FJ0827'6.25 KM (3.88 MI) NORTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT
 FJ0827'KINGFISHER, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A PAVED DRIVE
 FJ0827'LEADING EAST TO THE BLAIR FARM EQUIPMENT COMPANY, 0.45 KM (0.28 MI)
 FJ0827'NORTH OF THE JUNCTION OF A PAVED SECTION LINE ROAD, 26.2 METERS (86
 FJ0827'FT) EAST OF THE NORTH BOUND HIGHWAY LANES, 7.3 METERS (24 FT) SOUTH OF
 FJ0827'THE CENTER OF THE DRIVE, 93.0 METERS (305 FT) SOUTH-SOUTHWEST OF THE
 FJ0827'SOUTHWEST CORNER OF THE BLAIR FARM EQUIPMENT BUILDING, 33.5 METERS
 FJ0827'(110 FT) NORTH OF A HIGH PRESSURE GAS PIPELINE WARNING SIGN, 0.9 METER
 FJ0827'(3 FT) SOUTH OF THE NORTHWEST BRACED WOODEN CORNER POST IN THE RIGHT
 FJ0827'OF WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 FJ0827'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0827'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0827'THE MARK IS 1.0 M ABOVE THE NORTH BOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0574 ***********************************************************************
 GH0574  DESIGNATION -  T 205
 GH0574  PID         -  GH0574
 GH0574  STATE/COUNTY-  OK/GRANT
 GH0574  COUNTRY     -  US
 GH0574  USGS QUAD   -  POND CREEK (2018)
 GH0574
 GH0574                         *CURRENT SURVEY CONTROL
 GH0574  ______________________________________________________________________
 GH0574* NAD 83(1986) POSITION- 36 39 56.     (N) 097 51 30.     (W)   SCALED
 GH0574* NAVD 88 ORTHO HEIGHT -   341.623 (meters)     1120.81  (feet) ADJUSTED
 GH0574  ______________________________________________________________________
 GH0574  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 GH0574  DYNAMIC HEIGHT  -        341.335 (meters)     1119.86  (feet) COMP
 GH0574  MODELED GRAVITY -    979,776.6   (mgal)                       NAVD 88
 GH0574
 GH0574  VERT ORDER      -  FIRST     CLASS II
 GH0574
 GH0574.The horizontal coordinates were scaled from a map and have
 GH0574.an estimated accuracy of +/- 6 seconds.
 GH0574
 GH0574.The orthometric height was determined by differential leveling and
 GH0574.adjusted by the NATIONAL GEODETIC SURVEY
 GH0574.in June 1991.
 GH0574
 GH0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0574.GEOID18 height accuracy estimate available here.
 GH0574
 GH0574.Click photographs - Photos may exist for this station.
 GH0574
 GH0574.The dynamic height is computed by dividing the NAVD 88
 GH0574.geopotential number by the normal gravity value computed on the
 GH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0574.degrees latitude (g = 980.6199 gals.).
 GH0574
 GH0574.The modeled gravity was interpolated from observed gravity values.
 GH0574
 GH0574;                    North         East    Units  Estimated Accuracy
 GH0574;SPC OK N     -   184,810.      612,670.      MT  (+/- 180 meters Scaled)
 GH0574
 GH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF020583(NAD 83)
 GH0574
 GH0574                          SUPERSEDED SURVEY CONTROL
 GH0574
 GH0574  NGVD 29 (04/22/92)  341.470  (m)         1120.31   (f) ADJUSTED    1 2
 GH0574
 GH0574.Superseded values are not recommended for survey control.
 GH0574
 GH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0574.See file dsdata.pdf to determine how the superseded data were derived.
 GH0574
 GH0574_MARKER: I = METAL ROD
 GH0574_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0574+WITH SETTING: INFORMATION.
 GH0574_STAMPING: T 205 1985
 GH0574_MARK LOGO: NGS
 GH0574_PROJECTION: FLUSH
 GH0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0574_ROD/PIPE-DEPTH: 2.1 meters
 GH0574
 GH0574  HISTORY     - Date     Condition        Report By
 GH0574  HISTORY     - 1985     MONUMENTED       NGS
 GH0574  HISTORY     - 20090202 MARK NOT FOUND   OKDOT
 GH0574
 GH0574                          STATION DESCRIPTION
 GH0574
 GH0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0574'5.7 KM (3.55 MI) WEST FROM PONDCREEK.
 GH0574'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0574'PONDCREEK, THENCE 5.2 KM (3.25 MI) SOUTH AND WEST ALONG US HIGHWAY 81
 GH0574'AND US HIGHWAY 60, AT A ROAD CROSSING AND JUST WEST OF AN ELECTRIC
 GH0574'POWER SUB-STATION, 10.6 METERS (35 FT) SOUTH OF THE HIGHWAY
 GH0574'CENTERLINE, 16.4 METERS (54 FT) WEST OF THE CENTER OF THE ROAD, 0.3
 GH0574'METER (0.8 FT) NORTH OF THE RIGHT OF WAY FENCE AND 5.8 METERS (19.2
 GH0574'FT) WEST OF A FENCE CORNER AND A POWER POLE.   ROD SET TO ANCHORED
 GH0574'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0574'CAP.
 GH0574'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0574'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GH0574
 GH0574                          STATION RECOVERY (2009)
 GH0574
 GH0574'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0574'I BELIEVE MONUMENT HAS BEEN DESTROYED
 GH0574'DUE TO HIGHWAY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0622 ***********************************************************************
 GH0622  DESIGNATION -  T 206
 GH0622  PID         -  GH0622
 GH0622  STATE/COUNTY-  OK/GRANT
 GH0622  COUNTRY     -  US
 GH0622  USGS QUAD   -  WAKITA (2018)
 GH0622
 GH0622                         *CURRENT SURVEY CONTROL
 GH0622  ______________________________________________________________________
 GH0622* NAD 83(1986) POSITION- 36 52 57.     (N) 097 55 45.     (W)   SCALED
 GH0622* NAVD 88 ORTHO HEIGHT -   355.128 (meters)     1165.12  (feet) ADJUSTED
 GH0622  ______________________________________________________________________
 GH0622  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 GH0622  DYNAMIC HEIGHT  -        354.835 (meters)     1164.15  (feet) COMP
 GH0622  MODELED GRAVITY -    979,796.5   (mgal)                       NAVD 88
 GH0622
 GH0622  VERT ORDER      -  FIRST     CLASS II
 GH0622
 GH0622.The horizontal coordinates were scaled from a map and have
 GH0622.an estimated accuracy of +/- 6 seconds.
 GH0622
 GH0622.The orthometric height was determined by differential leveling and
 GH0622.adjusted by the NATIONAL GEODETIC SURVEY
 GH0622.in June 1991.
 GH0622
 GH0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0622.GEOID18 height accuracy estimate available here.
 GH0622
 GH0622.Click photographs - Photos may exist for this station.
 GH0622
 GH0622.The dynamic height is computed by dividing the NAVD 88
 GH0622.geopotential number by the normal gravity value computed on the
 GH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0622.degrees latitude (g = 980.6199 gals.).
 GH0622
 GH0622.The modeled gravity was interpolated from observed gravity values.
 GH0622
 GH0622;                    North         East    Units  Estimated Accuracy
 GH0622;SPC OK N     -   208,880.      606,320.      MT  (+/- 180 meters Scaled)
 GH0622
 GH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF954823(NAD 83)
 GH0622
 GH0622                          SUPERSEDED SURVEY CONTROL
 GH0622
 GH0622.No superseded survey control is available for this station.
 GH0622
 GH0622_MARKER: I = METAL ROD
 GH0622_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH0622_STAMPING: T 206 1985
 GH0622_MARK LOGO: NGS
 GH0622_PROJECTION: FLUSH
 GH0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0622+STABILITY: POSITION/ELEVATION WELL
 GH0622_ROD/PIPE-DEPTH: 6.7 meters
 GH0622_SLEEVE-DEPTH  : 6.1 meters
 GH0622
 GH0622  HISTORY     - Date     Condition        Report By
 GH0622  HISTORY     - 1985     MONUMENTED       NGS
 GH0622
 GH0622                          STATION DESCRIPTION
 GH0622
 GH0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0622'0.8 KM (0.5 MI) WEST FROM WAKITA.
 GH0622'0.72 KM (0.45 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GH0622'WAKITA, THENCE 0.08 KM (0.05 MI) SOUTH ALONG STATE ROUTE 11A, ACROSS
 GH0622'THE HIGHWAY AND EAST OF A CO-OP FERTILIZER SERVICE CENTER WAREHOUSE,
 GH0622'16.7 METERS (54.9 FT) EAST OF THE HIGHWAY CENTERLINE, 15.4 METERS
 GH0622'(50.4 FT) SOUTH OF A WAKITA FAA WELCOME SIGN, 50.6 METERS (165.9 FT)
 GH0622'SOUTH OF A FENCE CORNER, 1.5 METERS (5 FT) WEST OF A FENCE AND 40.1
 GH0622'METERS (131.7 FT) NORTH OF A POWER POLE WITH A STREET LITE.
 GH0622'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0622'THE MARK IS 1.5 METERS  W FROM  A WITNESS POST
 GH0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0424 ***********************************************************************
 GJ0424  DESIGNATION -  T 207
 GJ0424  PID         -  GJ0424
 GJ0424  STATE/COUNTY-  OK/GRANT
 GJ0424  COUNTRY     -  US
 GJ0424  USGS QUAD   -  MANCHESTER (2018)
 GJ0424
 GJ0424                         *CURRENT SURVEY CONTROL
 GJ0424  ______________________________________________________________________
 GJ0424* NAD 83(1986) POSITION- 36 57 22.     (N) 098 02 22.     (W)   SCALED
 GJ0424* NAVD 88 ORTHO HEIGHT -   365.539 (meters)     1199.27  (feet) ADJUSTED
 GJ0424  ______________________________________________________________________
 GJ0424  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 GJ0424  DYNAMIC HEIGHT  -        365.234 (meters)     1198.27  (feet) COMP
 GJ0424  MODELED GRAVITY -    979,784.5   (mgal)                       NAVD 88
 GJ0424
 GJ0424  VERT ORDER      -  FIRST     CLASS II
 GJ0424
 GJ0424.The horizontal coordinates were scaled from a map and have
 GJ0424.an estimated accuracy of +/- 6 seconds.
 GJ0424
 GJ0424.The orthometric height was determined by differential leveling and
 GJ0424.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0424.in June 1991.
 GJ0424
 GJ0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0424.GEOID18 height accuracy estimate available here.
 GJ0424
 GJ0424.Click photographs - Photos may exist for this station.
 GJ0424
 GJ0424.The dynamic height is computed by dividing the NAVD 88
 GJ0424.geopotential number by the normal gravity value computed on the
 GJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0424.degrees latitude (g = 980.6199 gals.).
 GJ0424
 GJ0424.The modeled gravity was interpolated from observed gravity values.
 GJ0424
 GJ0424;                    North         East    Units  Estimated Accuracy
 GJ0424;SPC OK N     -   217,050.      596,490.      MT  (+/- 180 meters Scaled)
 GJ0424
 GJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF855904(NAD 83)
 GJ0424
 GJ0424                          SUPERSEDED SURVEY CONTROL
 GJ0424
 GJ0424.No superseded survey control is available for this station.
 GJ0424
 GJ0424_MARKER: I = METAL ROD
 GJ0424_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GJ0424+WITH SETTING: INFORMATION.
 GJ0424_STAMPING: T 207 1985
 GJ0424_MARK LOGO: NGS
 GJ0424_PROJECTION: FLUSH
 GJ0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0424_ROD/PIPE-DEPTH: 1.5 meters
 GJ0424
 GJ0424  HISTORY     - Date     Condition        Report By
 GJ0424  HISTORY     - 1985     MONUMENTED       NGS
 GJ0424
 GJ0424                          STATION DESCRIPTION
 GJ0424
 GJ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0424'4.3 KM (2.7 MI) SOUTH FROM MANCHESTER.
 GJ0424'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GJ0424'MANCHESTER, THENCE 4.15 KM (2.58 MI) SOUTH ALONG STATE HIGHWAY 132, IN
 GJ0424'THE SOUTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD,
 GJ0424'18.7 METERS (61.5 FT) WEST OF THE HIGHWAY CENTERLINE, 11.6 METERS (38
 GJ0424'FT) SOUTH OF THE CENTER OF THE ROAD, 1.4 METERS (4.7 FT) WEST OF THE
 GJ0424'WEST END OF A WIRE GATE IN THE EAST-WEST FENCE, 1.0 METER (3.2 FT)
 GJ0424'EAST-NORTHEAST OF A GUYED POWER POLE AND 0.3 METER (1 FT) NORTH OF THE
 GJ0424'EAST-WEST FENCE.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 GJ0424'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GJ0424'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GJ0424'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0772 ***********************************************************************
 EK0772  DESIGNATION -  T 208
 EK0772  PID         -  EK0772
 EK0772  STATE/COUNTY-  OK/CHOCTAW
 EK0772  COUNTRY     -  US
 EK0772  USGS QUAD   -  SWINK (2019)
 EK0772
 EK0772                         *CURRENT SURVEY CONTROL
 EK0772  ______________________________________________________________________
 EK0772* NAD 83(1986) POSITION- 34 01 48.     (N) 095 13 35.     (W)   SCALED
 EK0772* NAVD 88 ORTHO HEIGHT -   152.240 (meters)      499.47  (feet) ADJUSTED
 EK0772  ______________________________________________________________________
 EK0772  GEOID HEIGHT    -        -29.058 (meters)                     GEOID18
 EK0772  DYNAMIC HEIGHT  -        152.079 (meters)      498.95  (feet) COMP
 EK0772  MODELED GRAVITY -    979,575.8   (mgal)                       NAVD 88
 EK0772
 EK0772  VERT ORDER      -  FIRST     CLASS II
 EK0772
 EK0772.The horizontal coordinates were scaled from a map and have
 EK0772.an estimated accuracy of +/- 6 seconds.
 EK0772
 EK0772.The orthometric height was determined by differential leveling and
 EK0772.adjusted by the NATIONAL GEODETIC SURVEY
 EK0772.in June 1991.
 EK0772
 EK0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0772.GEOID18 height accuracy estimate available here.
 EK0772
 EK0772.Click photographs - Photos may exist for this station.
 EK0772
 EK0772.The dynamic height is computed by dividing the NAVD 88
 EK0772.geopotential number by the normal gravity value computed on the
 EK0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0772.degrees latitude (g = 980.6199 gals.).
 EK0772
 EK0772.The modeled gravity was interpolated from observed gravity values.
 EK0772
 EK0772;                    North         East    Units  Estimated Accuracy
 EK0772;SPC OK S     -    80,800.      856,110.      MT  (+/- 180 meters Scaled)
 EK0772
 EK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT944677(NAD 83)
 EK0772
 EK0772                          SUPERSEDED SURVEY CONTROL
 EK0772
 EK0772.No superseded survey control is available for this station.
 EK0772
 EK0772_MARKER: I = METAL ROD
 EK0772_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0772+WITH SETTING: INFORMATION.
 EK0772_STAMPING: T 208 1986
 EK0772_MARK LOGO: NGS
 EK0772_PROJECTION: FLUSH
 EK0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0772_ROD/PIPE-DEPTH: 1.2 meters
 EK0772
 EK0772  HISTORY     - Date     Condition        Report By
 EK0772  HISTORY     - 1986     MONUMENTED       NGS
 EK0772
 EK0772                          STATION DESCRIPTION
 EK0772
 EK0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0772'28.6 KM (17.8 MI) EAST FROM HUGO.
 EK0772'28.6 KM (17.75 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0772'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 57.6 M (189.0 FT) SOUTH
 EK0772'OF THE CENTERLINE OF THE HIGHWAY, 23.9 M (78.4 FT) SOUTH OF THE NEAR
 EK0772'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 9.4 M (30.8 FT) SOUTH OF A
 EK0772'FENCE CORNER, AND 7.2 M (23.6 FT) WEST OF THE CENTER OF A DIRT ROAD
 EK0772'LEADING SOUTH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EK0772'LOGO CAP.
 EK0772'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EK0772'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0786 ***********************************************************************
 EK0786  DESIGNATION -  T 209
 EK0786  PID         -  EK0786
 EK0786  STATE/COUNTY-  OK/CHOCTAW
 EK0786  COUNTRY     -  US
 EK0786  USGS QUAD   -  HUGO (2019)
 EK0786
 EK0786                         *CURRENT SURVEY CONTROL
 EK0786  ______________________________________________________________________
 EK0786* NAD 83(1986) POSITION- 34 01 47.     (N) 095 32 22.     (W)   SCALED
 EK0786* NAVD 88 ORTHO HEIGHT -   175.748 (meters)      576.60  (feet) ADJUSTED
 EK0786  ______________________________________________________________________
 EK0786  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 EK0786  DYNAMIC HEIGHT  -        175.560 (meters)      575.98  (feet) COMP
 EK0786  MODELED GRAVITY -    979,560.9   (mgal)                       NAVD 88
 EK0786
 EK0786  VERT ORDER      -  FIRST     CLASS II
 EK0786
 EK0786.The horizontal coordinates were scaled from a map and have
 EK0786.an estimated accuracy of +/- 6 seconds.
 EK0786
 EK0786.The orthometric height was determined by differential leveling and
 EK0786.adjusted by the NATIONAL GEODETIC SURVEY
 EK0786.in June 1991.
 EK0786
 EK0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0786.GEOID18 height accuracy estimate available here.
 EK0786
 EK0786.Click photographs - Photos may exist for this station.
 EK0786
 EK0786.The dynamic height is computed by dividing the NAVD 88
 EK0786.geopotential number by the normal gravity value computed on the
 EK0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0786.degrees latitude (g = 980.6199 gals.).
 EK0786
 EK0786.The modeled gravity was interpolated from observed gravity values.
 EK0786
 EK0786;                    North         East    Units  Estimated Accuracy
 EK0786;SPC OK S     -    80,020.      827,210.      MT  (+/- 180 meters Scaled)
 EK0786
 EK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT655683(NAD 83)
 EK0786
 EK0786                          SUPERSEDED SURVEY CONTROL
 EK0786
 EK0786.No superseded survey control is available for this station.
 EK0786
 EK0786_MARKER: I = METAL ROD
 EK0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0786_STAMPING: T 209 1986
 EK0786_MARK LOGO: NGS
 EK0786_PROJECTION: FLUSH
 EK0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0786_ROD/PIPE-DEPTH: 4.6 meters
 EK0786
 EK0786  HISTORY     - Date     Condition        Report By
 EK0786  HISTORY     - 1986     MONUMENTED       NGS
 EK0786
 EK0786                          STATION DESCRIPTION
 EK0786
 EK0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0786'3.6 KM (2.25 MI) NW FROM HUGO.
 EK0786'2.9 KM (1.8 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 EK0786'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, THENCE 1.1 KM (0.7 MI)
 EK0786'NORTHERLY ALONG A GRAVELED ROAD, 19.8 M (65.0 FT) WEST OF THE CENTER
 EK0786'OF THE ROAD, AND 8.6 M (28.2 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 EK0786'TO THE HUGO AIRPORT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EK0786'5-INCH LOGO CAP.
 EK0786'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EK0786'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0656 ***********************************************************************
 EL0656  DESIGNATION -  T 210
 EL0656  PID         -  EL0656
 EL0656  STATE/COUNTY-  OK/STEPHENS
 EL0656  COUNTRY     -  US
 EL0656  USGS QUAD   -  COMANCHE (2018)
 EL0656
 EL0656                         *CURRENT SURVEY CONTROL
 EL0656  ______________________________________________________________________
 EL0656* NAD 83(1986) POSITION- 34 20 57.     (N) 097 57 54.     (W)   SCALED
 EL0656* NAVD 88 ORTHO HEIGHT -   296.701 (meters)      973.43  (feet) ADJUSTED
 EL0656  ______________________________________________________________________
 EL0656  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 EL0656  DYNAMIC HEIGHT  -        296.404 (meters)      972.45  (feet) COMP
 EL0656  MODELED GRAVITY -    979,624.0   (mgal)                       NAVD 88
 EL0656
 EL0656  VERT ORDER      -  FIRST     CLASS II
 EL0656
 EL0656.The horizontal coordinates were scaled from a map and have
 EL0656.an estimated accuracy of +/- 6 seconds.
 EL0656
 EL0656.The orthometric height was determined by differential leveling and
 EL0656.adjusted by the NATIONAL GEODETIC SURVEY
 EL0656.in June 1991.
 EL0656
 EL0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0656.GEOID18 height accuracy estimate available here.
 EL0656
 EL0656.Click photographs - Photos may exist for this station.
 EL0656
 EL0656.The dynamic height is computed by dividing the NAVD 88
 EL0656.geopotential number by the normal gravity value computed on the
 EL0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0656.degrees latitude (g = 980.6199 gals.).
 EL0656
 EL0656.The modeled gravity was interpolated from observed gravity values.
 EL0656
 EL0656;                    North         East    Units  Estimated Accuracy
 EL0656;SPC OK S     -   112,680.      603,220.      MT  (+/- 180 meters Scaled)
 EL0656
 EL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND951013(NAD 83)
 EL0656
 EL0656                          SUPERSEDED SURVEY CONTROL
 EL0656
 EL0656.No superseded survey control is available for this station.
 EL0656
 EL0656_MARKER: I = METAL ROD
 EL0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0656_STAMPING: T 210 1986
 EL0656_MARK LOGO: NGS
 EL0656_PROJECTION: FLUSH
 EL0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0656_ROD/PIPE-DEPTH: 5.9 meters
 EL0656
 EL0656  HISTORY     - Date     Condition        Report By
 EL0656  HISTORY     - 1986     MONUMENTED       NGS
 EL0656
 EL0656                          STATION DESCRIPTION
 EL0656
 EL0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0656'16.5 KM (10.25 MI) SOUTH FROM DUNCAN.
 EL0656'13.4 KM (8.3 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET)
 EL0656'FROM ITS JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN,
 EL0656'THENCE 3.1 KM (1.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, 19.7 M (64.6
 EL0656'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.6 M (18.4 FT)
 EL0656'WEST-NORTHWEST OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE
 EL0656'CULVERT, 4.9 M (16.1 FT) SOUTH OF THE CENTER OF A METAL GATE, AND 1.3
 EL0656'M (4.3 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER PD9 L200.
 EL0656'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0656'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0656'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0681 ***********************************************************************
 EL0681  DESIGNATION -  T 211
 EL0681  PID         -  EL0681
 EL0681  STATE/COUNTY-  OK/GRADY
 EL0681  COUNTRY     -  US
 EL0681  USGS QUAD   -  MARLOW (2018)
 EL0681
 EL0681                         *CURRENT SURVEY CONTROL
 EL0681  ______________________________________________________________________
 EL0681* NAD 83(1986) POSITION- 34 42 39.     (N) 097 57 29.     (W)   SCALED
 EL0681* NAVD 88 ORTHO HEIGHT -   382.549 (meters)     1255.08  (feet) ADJUSTED
 EL0681  ______________________________________________________________________
 EL0681  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 EL0681  DYNAMIC HEIGHT  -        382.151 (meters)     1253.77  (feet) COMP
 EL0681  MODELED GRAVITY -    979,584.3   (mgal)                       NAVD 88
 EL0681
 EL0681  VERT ORDER      -  FIRST     CLASS II
 EL0681
 EL0681.The horizontal coordinates were scaled from a map and have
 EL0681.an estimated accuracy of +/- 6 seconds.
 EL0681
 EL0681.The orthometric height was determined by differential leveling and
 EL0681.adjusted by the NATIONAL GEODETIC SURVEY
 EL0681.in June 1991.
 EL0681
 EL0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0681.GEOID18 height accuracy estimate available here.
 EL0681
 EL0681.Click photographs - Photos may exist for this station.
 EL0681
 EL0681.The dynamic height is computed by dividing the NAVD 88
 EL0681.geopotential number by the normal gravity value computed on the
 EL0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0681.degrees latitude (g = 980.6199 gals.).
 EL0681
 EL0681.The modeled gravity was interpolated from observed gravity values.
 EL0681
 EL0681;                    North         East    Units  Estimated Accuracy
 EL0681;SPC OK S     -   152,800.      603,840.      MT  (+/- 180 meters Scaled)
 EL0681
 EL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND954414(NAD 83)
 EL0681
 EL0681                          SUPERSEDED SURVEY CONTROL
 EL0681
 EL0681.No superseded survey control is available for this station.
 EL0681
 EL0681_MARKER: I = METAL ROD
 EL0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0681_STAMPING: T 211 1986
 EL0681_MARK LOGO: NGS
 EL0681_PROJECTION: PROJECTING 3 CENTIMETERS
 EL0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0681_ROD/PIPE-DEPTH: 4.6 meters
 EL0681
 EL0681  HISTORY     - Date     Condition        Report By
 EL0681  HISTORY     - 1986     MONUMENTED       NGS
 EL0681
 EL0681                          STATION DESCRIPTION
 EL0681
 EL0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0681'25.7 KM (15.95 MI) NORTH FROM DUNCAN.
 EL0681'25.7 KM (16.0 FT) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0681'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 22.3
 EL0681'M (73.2 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST, 19.8
 EL0681'M (65.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 15.2 M (49.9
 EL0681'FT) NORTH OF A UTILITY POLE AND FENCE CORNER.  NOTE--ACCESS TO DATUM
 EL0681'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0681'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0681'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0965 ***********************************************************************
 DN0965  FBN         -  This is a Federal Base Network Control Station.
 DN0965  DESIGNATION -  T 212
 DN0965  PID         -  DN0965
 DN0965  STATE/COUNTY-  OK/BRYAN
 DN0965  COUNTRY     -  US
 DN0965  USGS QUAD   -  DURANT SOUTH (2018)
 DN0965
 DN0965                         *CURRENT SURVEY CONTROL
 DN0965  ______________________________________________________________________
 DN0965* NAD 83(2011) POSITION- 33 53 37.69843(N) 096 28 45.03126(W)   ADJUSTED
 DN0965* NAD 83(2011) ELLIP HT-   187.463 (meters)        (06/27/12)   ADJUSTED
 DN0965* NAD 83(2011) EPOCH   -  2010.00
 DN0965* NAVD 88 ORTHO HEIGHT -   213.998 (meters)      702.09  (feet) ADJUSTED
 DN0965  ______________________________________________________________________
 DN0965  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 DN0965  NAD 83(2011) X  -   -598,062.118 (meters)                     COMP
 DN0965  NAD 83(2011) Y  - -5,266,140.390 (meters)                     COMP
 DN0965  NAD 83(2011) Z  -  3,536,779.533 (meters)                     COMP
 DN0965  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 DN0965  DYNAMIC HEIGHT  -        213.771 (meters)      701.35  (feet) COMP
 DN0965  MODELED GRAVITY -    979,573.6   (mgal)                       NAVD 88
 DN0965
 DN0965  VERT ORDER      -  FIRST     CLASS II
 DN0965
 DN0965  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN0965  Standards:
 DN0965         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN0965            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN0965  -------------------------------------------------------------------
 DN0965  NETWORK    0.50   1.06           0.22   0.19   0.54      0.06757257
 DN0965  -------------------------------------------------------------------
 DN0965  Click here for local accuracies and other accuracy information.
 DN0965
 DN0965.The horizontal coordinates were established by GPS observations
 DN0965.and adjusted by the National Geodetic Survey in June 2012.
 DN0965
 DN0965.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN0965.been affixed to the stable North American tectonic plate. See 
 DN0965.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN0965
 DN0965.The horizontal coordinates are valid at the epoch date displayed above
 DN0965.which is a decimal equivalence of Year/Month/Day.
 DN0965
 DN0965.The orthometric height was determined by differential leveling and
 DN0965.adjusted by the NATIONAL GEODETIC SURVEY
 DN0965.in June 1991.
 DN0965
 DN0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0965.GEOID18 height accuracy estimate available here.
 DN0965
 DN0965.Click photographs - Photos may exist for this station.
 DN0965
 DN0965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0965
 DN0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN0965
 DN0965.The ellipsoidal height was determined by GPS observations
 DN0965.and is referenced to NAD 83.
 DN0965
 DN0965.The dynamic height is computed by dividing the NAVD 88
 DN0965.geopotential number by the normal gravity value computed on the
 DN0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0965.degrees latitude (g = 980.6199 gals.).
 DN0965
 DN0965.The modeled gravity was interpolated from observed gravity values.
 DN0965
 DN0965. The following values were computed from the NAD 83(2011) position.
 DN0965
 DN0965;                    North         East     Units Scale Factor Converg.
 DN0965;SPC OK S     -    63,229.807   740,671.462   MT  1.00000801   +0 51 47.7
 DN0965;SPC OK S     -   207,446.46  2,430,019.62   sFT  1.00000801   +0 51 47.7
 DN0965;UTM  14      - 3,753,242.193   733,110.637   MT  1.00026994   +1 24 23.0
 DN0965
 DN0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0965!SPC OK S     -   0.99997057  x   1.00000801  =   0.99997858
 DN0965!UTM  14      -   0.99997057  x   1.00026994  =   1.00024050
 DN0965
 DN0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3311053242(NAD 83)
 DN0965
 DN0965                          SUPERSEDED SURVEY CONTROL
 DN0965
 DN0965  NAD 83(2007)-  33 53 37.69842(N)    096 28 45.03193(W) AD(2002.00) 0
 DN0965  ELLIP H (02/10/07)  187.481  (m)                       GP(2002.00)    
 DN0965  ELLIP H (06/09/00)  187.487  (m)                       GP(       ) 2 2
 DN0965  NAD 83(1993)-  33 53 37.69822(N)    096 28 45.03206(W) AD(       ) B
 DN0965  ELLIP H (05/09/94)  187.536  (m)                       GP(       ) 4 2
 DN0965  NAVD 88             214.00   (m)          702.1    (f) LEVELING    3  
 DN0965
 DN0965.Superseded values are not recommended for survey control.
 DN0965
 DN0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0965.See file dsdata.pdf to determine how the superseded data were derived.
 DN0965
 DN0965_MARKER: F = FLANGE-ENCASED ROD
 DN0965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0965_STAMPING: T 212 1986
 DN0965_MARK LOGO: NGS
 DN0965_PROJECTION: FLUSH
 DN0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0965+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2016
 DN0965_ROD/PIPE-DEPTH: 4.9 meters
 DN0965
 DN0965  HISTORY     - Date     Condition        Report By
 DN0965  HISTORY     - 1986     MONUMENTED       NGS
 DN0965  HISTORY     - 19930407 GOOD             NGS
 DN0965  HISTORY     - 19990825 GOOD             NGS
 DN0965  HISTORY     - 20070220 GOOD             AIRDAT
 DN0965  HISTORY     - 20160412 GOOD             GRWAS
 DN0965
 DN0965                          STATION DESCRIPTION
 DN0965
 DN0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0965'14.4 KM (8.95 MI) SW FROM DURANT.
 DN0965'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN0965'14.4 KM (8.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 69 BUSINESS ROUTE
 DN0965'AND U.S. HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 70 IN DURANT,
 DN0965'43.0 M (141.1 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE PEANUT
 DN0965'SHOPPE BUILDING, 27.7 M (90.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 DN0965'SOUTHWEST BOUND LANES OF THE HIGHWAY, 23.8 M (78.1 FT) NORTHEAST OF
 DN0965'THE CENTER OF A PAVED ENTRANCE TO THE SHOPPE, AND 2.9 M (9.5 FT)
 DN0965'NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0965'THROUGH A 5-INCH LOGO CAP.
 DN0965'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 DN0965
 DN0965                          STATION RECOVERY (1993)
 DN0965
 DN0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DN0965'STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTHWEST OF DURANT, 9 KM
 DN0965'(5.60 MI) NORTH-NORTHEAST OF THE NORTH END OF THE HIGHWAYS 69 AND 75
 DN0965'BRIDGE OVER THE RED RIVER AT THE OKLAHOMA-TEXAS STATE LINE, ALONG
 DN0965'HIGHWAYS 69 AND 75, AT MILE 6.1, ON THE RIGHT-OF-WAY, ADJACENT TO A
 DN0965'PHILLIPS SERVICE STATION AND STORE, AT A SMALL ANIMAL HOLDING PEN.
 DN0965'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 DN0965'TO REACH FROM THE NORTH END OF THE RED RIVER BRIDGE AT THE STATE LINE,
 DN0965'GO NORTH ON US HIGHWAYS 69 AND 75 FOR 6.83 KM (4.25 MI) TO THE
 DN0965'PLATTER OVERPASS.  CONTINUE AHEAD FOR 2.67 KM (1.65 MI) TO A MEDIAN
 DN0965'CROSSOVER ON THE LEFT AT THE PHILLIPS STATION AND STORE.  TURN LEFT
 DN0965'INTO STORE PARKING LOT AND STATION ON THE RIGHT.
 DN0965'STATION MARK IS THE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE
 DN0965'FILLED SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED BY
 DN0965'CONCRETE SET 5 CM BELOW GROUND IN A MOWED AREA.  IT IS 27.6 M
 DN0965'(90.6 FT) NORTHWEST OF, AND SLIGHTLY LOWER THAN THE CENTER OF THE
 DN0965'SOUTHBOUND HIGHWAY LANES, 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A
 DN0965'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 1.3 M (4.3 FT)
 DN0965'EAST-NORTHEAST OF A T-FENCE CORNER, 4.0 M (13.1 FT) NORTHEAST OF
 DN0965'POWERLINE POLE T 29-2 (WITH FOUR-WAY LINES), AND 10.0 M (32.8 FT)
 DN0965'NORTHEAST OF THE EAST CORNER OF THE CONCRETE PARKING AREA.
 DN0965
 DN0965                          STATION RECOVERY (1999)
 DN0965
 DN0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 DN0965'THE STATION IS LOCATED ABOUT 15.23 KM (9.45 MI) SOUTHWEST OF DURANT,
 DN0965'ABOUT 10.46 KM (6.50 MI) NORTHEAST OF THE OKLAHOMA-TEXAS STATE LINES,
 DN0965'AT COMBINED US HIGHWAYS 69 AND 75 HIGHWAY MILE 6.1, ON THE NORTHWEST
 DN0965'SIDE OF HIGHWAY RIGHT-OF-WAY, NEAR THE EAST CORNER OF THE CONCRETE
 DN0965'PARKING LOT OF A PHILLIPS SERVICE STATION-CONVENIENCE STORE.
 DN0965'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DN0965'STATION FROM THE NORTH END OF COMBINED US HIGHWAYS 69 AND 75 HIGHWAY
 DN0965'BRIDGE OVER THE RED RIVER AT THE OKLAHOMA-TEXAS STATE LINES, LOCATED
 DN0965'ABOUT 24.14 KM (15.00 MI) SOUTHWEST OF DURANT, GO NORTHEAST ON THE
 DN0965'HIGHWAY FOR 9.5 KM (5.90 MI) TO A MEDIAN CROSSOVER AT HIGHWAY MILE
 DN0965'6.1.  TURN LEFT, NORTHWEST CROSSING THE SOUTHWEST BOUND LANE OF THE
 DN0965'HIGHWAY INTO THE ENTRANCE DRIVE OF A PHILLIPS SERVICE STATION FOR
 DN0965'ABOUT 100 FT (30.5 M) TO THE SOUTHWEST EDGE OF THE CONCRETE PARKING
 DN0965'LOT AND THE STATION ON THE RIGHT, BETWEEN TWO WOOD POSTS PROJECTING
 DN0965'ABOUT 1.1 M (3.6 FT) ABOVE GROUND.  THE STATION IS A PUNCH MARK ON THE
 DN0965'TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A
 DN0965'13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE RECESSED 5
 DN0965'CM BELOW GROUND.  LOCATED 27.59 M (90.52 FT) NORTHWEST OF THE
 DN0965'SOUTHWEST BOUND LANE OF THE HIGHWAY, 23.93 M (78.51 FT) NORTHEAST OF
 DN0965'THE CENTER OF THE ENTRANCE DRIVE, 10.0 M (32.8 FT) NORTHEAST OF THE
 DN0965'EAST CORNER OF THE CONCRETE PARKING LOT OF THE SERVICE STATION AND 0.4
 DN0965'M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 DN0965
 DN0965                          STATION RECOVERY (2007)
 DN0965
 DN0965'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 DN0965'RECOVERED AS DESCRIBED.
 DN0965
 DN0965                          STATION RECOVERY (2016)
 DN0965
 DN0965'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 DN0965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0649 ***********************************************************************
 EL0649  DESIGNATION -  T 213
 EL0649  PID         -  EL0649
 EL0649  STATE/COUNTY-  OK/JEFFERSON
 EL0649  COUNTRY     -  US
 EL0649  USGS QUAD   -  WAURIKA EAST (2018)
 EL0649
 EL0649                         *CURRENT SURVEY CONTROL
 EL0649  ______________________________________________________________________
 EL0649* NAD 83(1986) POSITION- 34 13 50.     (N) 097 58 47.     (W)   SCALED
 EL0649* NAVD 88 ORTHO HEIGHT -   289.704 (meters)      950.47  (feet) ADJUSTED
 EL0649  ______________________________________________________________________
 EL0649  GEOID HEIGHT    -        -25.481 (meters)                     GEOID18
 EL0649  DYNAMIC HEIGHT  -        289.413 (meters)      949.52  (feet) COMP
 EL0649  MODELED GRAVITY -    979,622.7   (mgal)                       NAVD 88
 EL0649
 EL0649  VERT ORDER      -  FIRST     CLASS II
 EL0649
 EL0649.The horizontal coordinates were scaled from a map and have
 EL0649.an estimated accuracy of +/- 6 seconds.
 EL0649
 EL0649.The orthometric height was determined by differential leveling and
 EL0649.adjusted by the NATIONAL GEODETIC SURVEY
 EL0649.in June 1991.
 EL0649
 EL0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0649.GEOID18 height accuracy estimate available here.
 EL0649
 EL0649.Click photographs - Photos may exist for this station.
 EL0649
 EL0649.The dynamic height is computed by dividing the NAVD 88
 EL0649.geopotential number by the normal gravity value computed on the
 EL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0649.degrees latitude (g = 980.6199 gals.).
 EL0649
 EL0649.The modeled gravity was interpolated from observed gravity values.
 EL0649
 EL0649;                    North         East    Units  Estimated Accuracy
 EL0649;SPC OK S     -    99,520.      601,870.      MT  (+/- 180 meters Scaled)
 EL0649
 EL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC939881(NAD 83)
 EL0649
 EL0649                          SUPERSEDED SURVEY CONTROL
 EL0649
 EL0649.No superseded survey control is available for this station.
 EL0649
 EL0649_MARKER: I = METAL ROD
 EL0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0649_STAMPING: T 213 1986
 EL0649_MARK LOGO: NGS
 EL0649_PROJECTION: FLUSH
 EL0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0649_ROD/PIPE-DEPTH: 3.5 meters
 EL0649
 EL0649  HISTORY     - Date     Condition        Report By
 EL0649  HISTORY     - 1986     MONUMENTED       NGS
 EL0649
 EL0649                          STATION DESCRIPTION
 EL0649
 EL0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0649'8.1 KM (5.05 MI) NORTH FROM WAURIKA.
 EL0649'8.1 KM (5.05 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0649'WITH U.S. HIGHWAY 70 IN WAURIKA, 40.5 M (132.9FT) EAST-SOUTHEAST OF
 EL0649'THE CENTERLINE OF THE HIGHWAY, 32.6 M (107.0 FT) NORTHWEST OF A
 EL0649'UTILITY POLE, AND 13.3 M (43.6 FT) NORTH-NORTHEAST OF THE CENTER OF A
 EL0649'GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0649'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EL0649'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0788 ***********************************************************************
 FJ0788  DESIGNATION -  T 214
 FJ0788  PID         -  FJ0788
 FJ0788  STATE/COUNTY-  OK/GRADY
 FJ0788  COUNTRY     -  US
 FJ0788  USGS QUAD   -  CHICKASHA (2018)
 FJ0788
 FJ0788                         *CURRENT SURVEY CONTROL
 FJ0788  ______________________________________________________________________
 FJ0788* NAD 83(1986) POSITION- 35 06 15.26   (N) 097 57 41.58   (W)   HD_HELD1
 FJ0788* NAVD 88 ORTHO HEIGHT -   349.870 (meters)     1147.87  (feet) ADJUSTED
 FJ0788  ______________________________________________________________________
 FJ0788  GEOID HEIGHT    -        -26.617 (meters)                     GEOID18
 FJ0788  DYNAMIC HEIGHT  -        349.524 (meters)     1146.73  (feet) COMP
 FJ0788  MODELED GRAVITY -    979,632.8   (mgal)                       NAVD 88
 FJ0788
 FJ0788  VERT ORDER      -  FIRST     CLASS II
 FJ0788
 FJ0788.The horizontal coordinates were determined by differentially corrected
 FJ0788.hand held GPS observations or other comparable positioning techniques
 FJ0788.and have an estimated accuracy of +/- 3 meters.
 FJ0788
 FJ0788.The orthometric height was determined by differential leveling and
 FJ0788.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0788.in June 1991.
 FJ0788
 FJ0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0788.GEOID18 height accuracy estimate available here.
 FJ0788
 FJ0788.Click photographs - Photos may exist for this station.
 FJ0788
 FJ0788.The dynamic height is computed by dividing the NAVD 88
 FJ0788.geopotential number by the normal gravity value computed on the
 FJ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0788.degrees latitude (g = 980.6199 gals.).
 FJ0788
 FJ0788.The modeled gravity was interpolated from observed gravity values.
 FJ0788
 FJ0788;                    North         East    Units  Estimated Accuracy
 FJ0788;SPC OK S     -   196,439.9     603,505.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0788
 FJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9464185096(NAD 83)
 FJ0788
 FJ0788                          SUPERSEDED SURVEY CONTROL
 FJ0788
 FJ0788.No superseded survey control is available for this station.
 FJ0788
 FJ0788_MARKER: I = METAL ROD
 FJ0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0788_STAMPING: T 214 1986
 FJ0788_MARK LOGO: NGS
 FJ0788_PROJECTION: FLUSH
 FJ0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0788_ROD/PIPE-DEPTH: 19.5 meters
 FJ0788
 FJ0788  HISTORY     - Date     Condition        Report By
 FJ0788  HISTORY     - 1986     MONUMENTED       NGS
 FJ0788
 FJ0788                          STATION DESCRIPTION
 FJ0788
 FJ0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0788'7.7 KM (4.8 MI) NORTH FROM CHICKASHA.
 FJ0788'7.7 KM (4.8 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0788'BUILDING IN CHICKASHA, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF THE
 FJ0788'HIGHWAY, AND 4.7 M (15.4 FT) NORTH OF THE CENTER OF THE ENTRANCE INTO
 FJ0788'THE FAIR LAWN CEMETARY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FJ0788'5-INCH LOGO CAP.
 FJ0788'THE MARK IS 0.1 METERS  E FROM  A WITNESS POST AND FENCE
 FJ0788'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1378 ***********************************************************************
 FJ1378  DESIGNATION -  T 215
 FJ1378  PID         -  FJ1378
 FJ1378  STATE/COUNTY-  OK/CLEVELAND
 FJ1378  COUNTRY     -  US
 FJ1378  USGS QUAD   -  NORMAN (2018)
 FJ1378
 FJ1378                         *CURRENT SURVEY CONTROL
 FJ1378  ______________________________________________________________________
 FJ1378* NAD 83(1986) POSITION- 35 12 14.     (N) 097 28 49.     (W)   SCALED
 FJ1378* NAVD 88 ORTHO HEIGHT -   352.882 (meters)     1157.75  (feet) ADJUSTED
 FJ1378  ______________________________________________________________________
 FJ1378  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 FJ1378  DYNAMIC HEIGHT  -        352.539 (meters)     1156.62  (feet) COMP
 FJ1378  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 FJ1378
 FJ1378  VERT ORDER      -  FIRST     CLASS II
 FJ1378
 FJ1378.The horizontal coordinates were scaled from a map and have
 FJ1378.an estimated accuracy of +/- 6 seconds.
 FJ1378
 FJ1378.The orthometric height was determined by differential leveling and
 FJ1378.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1378.in August 1994.
 FJ1378
 FJ1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1378.GEOID18 height accuracy estimate available here.
 FJ1378
 FJ1378.Click photographs - Photos may exist for this station.
 FJ1378
 FJ1378.The dynamic height is computed by dividing the NAVD 88
 FJ1378.geopotential number by the normal gravity value computed on the
 FJ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1378.degrees latitude (g = 980.6199 gals.).
 FJ1378
 FJ1378.The modeled gravity was interpolated from observed gravity values.
 FJ1378
 FJ1378;                    North         East    Units  Estimated Accuracy
 FJ1378;SPC OK S     -   207,620.      647,330.      MT  (+/- 180 meters Scaled)
 FJ1378
 FJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD383967(NAD 83)
 FJ1378
 FJ1378                          SUPERSEDED SURVEY CONTROL
 FJ1378
 FJ1378.No superseded survey control is available for this station.
 FJ1378
 FJ1378_MARKER: DV = VERTICAL CONTROL DISK
 FJ1378_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FJ1378_SP_SET: ABUTMENT
 FJ1378_STAMPING: T 215 1994
 FJ1378_MARK LOGO: NGS
 FJ1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1378+STABILITY: POSITION/ELEVATION WELL
 FJ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1378+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1378
 FJ1378  HISTORY     - Date     Condition        Report By
 FJ1378  HISTORY     - 1994     MONUMENTED       NGS
 FJ1378  HISTORY     - 20030709 GOOD             USPSQD
 FJ1378
 FJ1378                          STATION DESCRIPTION
 FJ1378
 FJ1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1378'IN NORMAN, AT THE INTERSECTION OF LINDSEY STREET AND INTERSTATE
 FJ1378'HIGHWAY 35 (EXIT 108 B), SET VERTICALLY IN THE NORTH FACE OF THE WEST
 FJ1378'CONCRETE ABUTMENT OF THE STREET OVERPASS 0F THE HIGHWAY, 34.7 M
 FJ1378'(113.8 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 FJ1378'HIGHWAY, 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 FJ1378'LANES OF THE STREET, 1.6 M (5.2 FT) EAST OF THE WEST EDGE OF THE
 FJ1378'ABUTMENT, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE STREET.
 FJ1378
 FJ1378                          STATION RECOVERY (2003)
 FJ1378
 FJ1378'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FJ1378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1403 ***********************************************************************
 FJ1403  DESIGNATION -  T 216
 FJ1403  PID         -  FJ1403
 FJ1403  STATE/COUNTY-  OK/OKLAHOMA
 FJ1403  COUNTRY     -  US
 FJ1403  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1403
 FJ1403                         *CURRENT SURVEY CONTROL
 FJ1403  ______________________________________________________________________
 FJ1403* NAD 83(1986) POSITION- 35 26 59.75   (N) 097 30 26.12   (W)   HD_HELD1
 FJ1403* NAVD 88 ORTHO HEIGHT -   360.155 (meters)     1181.61  (feet) ADJUSTED
 FJ1403  ______________________________________________________________________
 FJ1403  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 FJ1403  DYNAMIC HEIGHT  -        359.811 (meters)     1180.48  (feet) COMP
 FJ1403  MODELED GRAVITY -    979,666.5   (mgal)                       NAVD 88
 FJ1403
 FJ1403  VERT ORDER      -  FIRST     CLASS II
 FJ1403
 FJ1403.The horizontal coordinates were determined by differentially corrected
 FJ1403.hand held GPS observations or other comparable positioning techniques
 FJ1403.and have an estimated accuracy of +/- 3 meters.
 FJ1403
 FJ1403.The orthometric height was determined by differential leveling and
 FJ1403.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1403.in August 1994.
 FJ1403
 FJ1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1403.GEOID18 height accuracy estimate available here.
 FJ1403
 FJ1403.Click photographs - Photos may exist for this station.
 FJ1403
 FJ1403.The dynamic height is computed by dividing the NAVD 88
 FJ1403.geopotential number by the normal gravity value computed on the
 FJ1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1403.degrees latitude (g = 980.6199 gals.).
 FJ1403
 FJ1403.The modeled gravity was interpolated from observed gravity values.
 FJ1403
 FJ1403;                    North         East    Units  Estimated Accuracy
 FJ1403;SPC OK N     -    50,035.0     644,735.0     MT  (+/- 3 meters HH1 GPS) 
 FJ1403
 FJ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3547023964(NAD 83)
 FJ1403
 FJ1403                          SUPERSEDED SURVEY CONTROL
 FJ1403
 FJ1403.No superseded survey control is available for this station.
 FJ1403
 FJ1403_MARKER: I = METAL ROD
 FJ1403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1403_STAMPING: T 216 1994
 FJ1403_MARK LOGO: NGS
 FJ1403_PROJECTION: FLUSH
 FJ1403_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1403+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1403_ROD/PIPE-DEPTH: 10.1 meters
 FJ1403
 FJ1403  HISTORY     - Date     Condition        Report By
 FJ1403  HISTORY     - 1994     MONUMENTED       NGS
 FJ1403
 FJ1403                          STATION DESCRIPTION
 FJ1403
 FJ1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1403'IN OKLAHOMA CITY, AT THE INTERSECTION OF SOUTHEAST 15TH STREET AND
 FJ1403'CENTRAL AVENUE, 40.7 M (133.5 FT) WEST OF THE AVENUE CENTER, 23.4 M
 FJ1403'(76.8 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A TRAFFIC SIGNAL
 FJ1403'CONTROL BOX, 19.8 M (65.0 FT) EAST OF THE CENTER OF A DRIVEWAY, 17.4
 FJ1403'M (57.1 FT) NORTH OF THE STREET CENTERLINE, 0.3 M (1.0 FT) ABOVE THE
 FJ1403'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 FJ1403'CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FJ1403'5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1066 ***********************************************************************
 EL1066  DESIGNATION -  T 217
 EL1066  PID         -  EL1066
 EL1066  STATE/COUNTY-  OK/CARTER
 EL1066  COUNTRY     -  US
 EL1066  USGS QUAD   -  MANNSVILLE (2018)
 EL1066
 EL1066                         *CURRENT SURVEY CONTROL
 EL1066  ______________________________________________________________________
 EL1066* NAD 83(1986) POSITION- 34 11 14.8    (N) 096 57 03.2    (W)   HD_HELD2
 EL1066* NAVD 88 ORTHO HEIGHT -   251.139 (meters)      823.95  (feet) ADJUSTED
 EL1066  ______________________________________________________________________
 EL1066  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 EL1066  DYNAMIC HEIGHT  -        250.878 (meters)      823.09  (feet) COMP
 EL1066  MODELED GRAVITY -    979,591.4   (mgal)                       NAVD 88
 EL1066
 EL1066  VERT ORDER      -  FIRST     CLASS II
 EL1066
 EL1066.The horizontal coordinates were established by autonomous hand held GPS
 EL1066.observations and have an estimated accuracy of +/- 10 meters.
 EL1066
 EL1066.The orthometric height was determined by differential leveling and
 EL1066.adjusted by the NATIONAL GEODETIC SURVEY
 EL1066.in August 1994.
 EL1066
 EL1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1066.GEOID18 height accuracy estimate available here.
 EL1066
 EL1066.Click photographs - Photos may exist for this station.
 EL1066
 EL1066.The dynamic height is computed by dividing the NAVD 88
 EL1066.geopotential number by the normal gravity value computed on the
 EL1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1066.degrees latitude (g = 980.6199 gals.).
 EL1066
 EL1066.The modeled gravity was interpolated from observed gravity values.
 EL1066
 EL1066;                    North         East    Units  Estimated Accuracy
 EL1066;SPC OK S     -    95,243.      696,703.      MT  (+/- 10 meters HH2 GPS)
 EL1066
 EL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8882984837(NAD 83)
 EL1066
 EL1066                          SUPERSEDED SURVEY CONTROL
 EL1066
 EL1066.No superseded survey control is available for this station.
 EL1066
 EL1066_MARKER: I = METAL ROD
 EL1066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1066_STAMPING: T 217 1994
 EL1066_MARK LOGO: NGS
 EL1066_PROJECTION: FLUSH
 EL1066_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1066+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1066_ROD/PIPE-DEPTH: 3.4 meters
 EL1066
 EL1066  HISTORY     - Date     Condition        Report By
 EL1066  HISTORY     - 1994     MONUMENTED       NGS
 EL1066
 EL1066                          STATION DESCRIPTION
 EL1066
 EL1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1066'6.3 KM (3.90 MI) WESTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1066'IN MANNSVILLE, 18.6 M (61.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.1
 EL1066'M (36.4 FT) EAST OF THE CENTER OF HERREN ROAD, 8.5 M (27.9 FT)
 EL1066'NORTHEAST OF THE EAST END OF A CULVERT UNDER THE ROAD, 0.8 M (2.6 FT)
 EL1066'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 EL1066'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EL1066'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0968 ***********************************************************************
 GG0968  DESIGNATION -  T 218
 GG0968  PID         -  GG0968
 GG0968  STATE/COUNTY-  OK/TULSA
 GG0968  COUNTRY     -  US
 GG0968  USGS QUAD   -  BROKEN ARROW (2019)
 GG0968
 GG0968                         *CURRENT SURVEY CONTROL
 GG0968  ______________________________________________________________________
 GG0968* NAD 83(1986) POSITION- 36 07 18.     (N) 095 51 37.     (W)   SCALED
 GG0968* NAVD 88 ORTHO HEIGHT -   199.734 (meters)      655.29  (feet) ADJUSTED
 GG0968  ______________________________________________________________________
 GG0968  GEOID HEIGHT    -        -29.054 (meters)                     GEOID18
 GG0968  DYNAMIC HEIGHT  -        199.559 (meters)      654.72  (feet) COMP
 GG0968  MODELED GRAVITY -    979,749.6   (mgal)                       NAVD 88
 GG0968
 GG0968  VERT ORDER      -  FIRST     CLASS II
 GG0968
 GG0968.The horizontal coordinates were scaled from a map and have
 GG0968.an estimated accuracy of +/- 6 seconds.
 GG0968
 GG0968.The orthometric height was determined by differential leveling and
 GG0968.adjusted by the NATIONAL GEODETIC SURVEY
 GG0968.in August 1994.
 GG0968
 GG0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0968.GEOID18 height accuracy estimate available here.
 GG0968
 GG0968.Click photographs - Photos may exist for this station.
 GG0968
 GG0968.The dynamic height is computed by dividing the NAVD 88
 GG0968.geopotential number by the normal gravity value computed on the
 GG0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0968.degrees latitude (g = 980.6199 gals.).
 GG0968
 GG0968.The modeled gravity was interpolated from observed gravity values.
 GG0968
 GG0968;                    North         East    Units  Estimated Accuracy
 GG0968;SPC OK N     -   126,570.      792,600.      MT  (+/- 180 meters Scaled)
 GG0968
 GG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA425012(NAD 83)
 GG0968
 GG0968                          SUPERSEDED SURVEY CONTROL
 GG0968
 GG0968.No superseded survey control is available for this station.
 GG0968
 GG0968_MARKER: I = METAL ROD
 GG0968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0968_STAMPING: T 218 1994
 GG0968_MARK LOGO: NGS
 GG0968_PROJECTION: FLUSH
 GG0968_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0968+SATELLITE: SATELLITE OBSERVATIONS - 1994
 GG0968_ROD/PIPE-DEPTH: 7.7 meters
 GG0968
 GG0968  HISTORY     - Date     Condition        Report By
 GG0968  HISTORY     - 1994     MONUMENTED       NGS
 GG0968  HISTORY     - 20081105 MARK NOT FOUND   AIRDAT
 GG0968
 GG0968                          STATION DESCRIPTION
 GG0968
 GG0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0968'4.8 KM (3.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 169 FROM THE JUNCTION OF
 GG0968'INTERSTATE HIGHWAY 244 IN TULSA, 331.0 M (1086.0 FT) NORTH OF THE
 GG0968'CENTER OF 31ST STREET, 31.1 M (102.0 FT) WEST OF THE CENTERLINE OF
 GG0968'THE WESTBOUND LANES OF THE HIGHWAY, 28.1 M (92.2 FT) NORTH OF THE
 GG0968'CENTER OF THE WEST END OF A CULVERT UNDER THE HIGHWAY, 21.6 M
 GG0968'(70.9 FT) NORTHWEST OF THE CENTER OF A 31ST STREET SOUTHBOUND
 GG0968'OFF-RAMP, 16.0 M (52.5 FT) SOUTHWEST OF A CHAIN-LINK FENCE CORNER,
 GG0968'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 GG0968'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 GG0968'POINT IS THROUGH A 5-INCH LOGO CAP.
 GG0968
 GG0968                          STATION RECOVERY (2008)
 GG0968
 GG0968'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0968'MARK IS BEHIND A LARGE CONCRETE BARRIER WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1408 ***********************************************************************
 FJ1408  DESIGNATION -  T 219
 FJ1408  PID         -  FJ1408
 FJ1408  STATE/COUNTY-  OK/TULSA
 FJ1408  COUNTRY     -  US
 FJ1408  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1408
 FJ1408                         *CURRENT SURVEY CONTROL
 FJ1408  ______________________________________________________________________
 FJ1408* NAD 83(2011) POSITION- 35 54 04.22713(N) 096 00 54.76599(W)   ADJUSTED
 FJ1408* NAD 83(2011) ELLIP HT-   185.710 (meters)        (01/04/23)   ADJUSTED
 FJ1408* NAD 83(2011) EPOCH   -  2010.00
 FJ1408* NAVD 88 ORTHO HEIGHT -   214.595 (meters)      704.05  (feet) ADJUSTED
 FJ1408  ______________________________________________________________________
 FJ1408  GEOID HEIGHT    -        -28.895 (meters)                     GEOID18
 FJ1408  NAD 83(2011) X  -   -542,048.409 (meters)                     COMP
 FJ1408  NAD 83(2011) Y  - -5,144,107.214 (meters)                     COMP
 FJ1408  NAD 83(2011) Z  -  3,719,423.727 (meters)                     COMP
 FJ1408  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 FJ1408  DYNAMIC HEIGHT  -        214.403 (meters)      703.42  (feet) COMP
 FJ1408  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 FJ1408
 FJ1408  VERT ORDER      -  FIRST     CLASS II
 FJ1408
 FJ1408  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1408  Standards:
 FJ1408         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1408            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1408  -------------------------------------------------------------------
 FJ1408  NETWORK    0.95   1.45           0.43   0.33   0.74      0.09770411
 FJ1408  -------------------------------------------------------------------
 FJ1408  Click here for local accuracies and other accuracy information.
 FJ1408
 FJ1408.The horizontal coordinates were established by GPS observations
 FJ1408.and adjusted by the OK DEPT OF TRANSP in January 2023.
 FJ1408
 FJ1408.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1408.been affixed to the stable North American tectonic plate. See 
 FJ1408.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1408
 FJ1408.The horizontal coordinates are valid at the epoch date displayed above
 FJ1408.which is a decimal equivalence of Year/Month/Day.
 FJ1408
 FJ1408.The orthometric height was determined by differential leveling and
 FJ1408.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1408.in August 1994.
 FJ1408
 FJ1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1408.GEOID18 height accuracy estimate available here.
 FJ1408
 FJ1408.Click photographs - Photos may exist for this station.
 FJ1408
 FJ1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1408
 FJ1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1408
 FJ1408.The ellipsoidal height was determined by GPS observations
 FJ1408.and is referenced to NAD 83.
 FJ1408
 FJ1408.The dynamic height is computed by dividing the NAVD 88
 FJ1408.geopotential number by the normal gravity value computed on the
 FJ1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1408.degrees latitude (g = 980.6199 gals.).
 FJ1408
 FJ1408.The modeled gravity was interpolated from observed gravity values.
 FJ1408
 FJ1408. The following values were computed from the NAD 83(2011) position.
 FJ1408
 FJ1408;                    North         East     Units Scale Factor Converg.
 FJ1408;SPC OK N     -   101,818.934   779,158.408   MT  0.99995615   +1 10 16.7
 FJ1408;SPC OK N     -   334,050.95  2,556,288.88   sFT  0.99995615   +1 10 16.7
 FJ1408;UTM  14      - 3,977,104.023   769,385.380   MT  1.00049430   +1 45 04.7
 FJ1408;UTM  15      - 3,977,188.436   227,867.836   MT  1.00051263   -1 46 09.0
 FJ1408
 FJ1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1408!SPC OK N     -   0.99997085  x   0.99995615  =   0.99992700
 FJ1408!UTM  14      -   0.99997085  x   1.00049430  =   1.00046514
 FJ1408!UTM  15      -   0.99997085  x   1.00051263  =   1.00048347
 FJ1408
 FJ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6938577104(NAD 83)
 FJ1408
 FJ1408                          SUPERSEDED SURVEY CONTROL
 FJ1408
 FJ1408  NAD 83(2011)-  35 54 04.22732(N)    096 00 54.76689(W) AD(2010.00) 0
 FJ1408  ELLIP H (01/20/22)  185.674  (m)                       GP(2010.00)    
 FJ1408
 FJ1408.Superseded values are not recommended for survey control.
 FJ1408
 FJ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1408.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1408
 FJ1408_MARKER: F = FLANGE-ENCASED ROD
 FJ1408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1408+WITH SETTING: INFORMATION.
 FJ1408_STAMPING: T 219 1994
 FJ1408_MARK LOGO: NGS
 FJ1408_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1408+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 FJ1408
 FJ1408  HISTORY     - Date     Condition        Report By
 FJ1408  HISTORY     - 1994     MONUMENTED       NGS
 FJ1408  HISTORY     - 20210105 GOOD             COTOK
 FJ1408  HISTORY     - 20220510 GOOD             OKDOT
 FJ1408  HISTORY     - 20221010 GOOD             OKDOT
 FJ1408
 FJ1408                          STATION DESCRIPTION
 FJ1408
 FJ1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1408'9.0 KM (5.60 MI) WESTERLY ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE
 FJ1408'IN LEONARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG EAST 171ST STREET
 FJ1408'SOUTH, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG SOUTH MEMORIAL STREET,
 FJ1408'THENCE 10.6 KM (6.60 MI) WESTERLY ALONG EAST 181ST STREET SOUTH, A MET
 FJ1408'ROD DRIVEN 2.4 METERS AND FLUSH WITH THE GROUND, 50.1
 FJ1408'M (164.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 FJ1408'HIGHWAY 75, 7.9 M (25.9 FT) NORTH OF AND LEVEL WITH THE STREET
 FJ1408'CENTERLINE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 FJ1408'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE ROD
 FJ1408'WAS DRIVEN TO REFUSAL AND ANCHORED.
 FJ1408
 FJ1408                          STATION RECOVERY (2021)
 FJ1408
 FJ1408'RECOVERY NOTE BY CITY OF TULSA 2021 (MWF)
 FJ1408'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FJ1408
 FJ1408                          STATION RECOVERY (2022)
 FJ1408
 FJ1408'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1408'RECOVERED IN GOOD CONDITION.
 FJ1408
 FJ1408                          STATION RECOVERY (2022)
 FJ1408
 FJ1408'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 FJ1408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9268 ***********************************************************************
 AC9268  DESIGNATION -  T 220
 AC9268  PID         -  AC9268
 AC9268  STATE/COUNTY-  OK/OKMULGEE
 AC9268  COUNTRY     -  US
 AC9268  USGS QUAD   -  OKMULGEE NE (2018)
 AC9268
 AC9268                         *CURRENT SURVEY CONTROL
 AC9268  ______________________________________________________________________
 AC9268* NAD 83(1986) POSITION- 35 39 08.     (N) 095 51 16.     (W)   SCALED
 AC9268* NAVD 88 ORTHO HEIGHT -   224.692 (meters)      737.18  (feet) ADJUSTED
 AC9268  ______________________________________________________________________
 AC9268  GEOID HEIGHT    -        -29.233 (meters)                     GEOID18
 AC9268  DYNAMIC HEIGHT  -        224.484 (meters)      736.49  (feet) COMP
 AC9268  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 AC9268
 AC9268  VERT ORDER      -  SECOND    CLASS I
 AC9268
 AC9268.The horizontal coordinates were scaled from a map and have
 AC9268.an estimated accuracy of +/- 6 seconds.
 AC9268
 AC9268.The orthometric height was determined by differential leveling and
 AC9268.adjusted by the NATIONAL GEODETIC SURVEY
 AC9268.in July 2002.
 AC9268
 AC9268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9268.GEOID18 height accuracy estimate available here.
 AC9268
 AC9268.Click photographs - Photos may exist for this station.
 AC9268
 AC9268.The dynamic height is computed by dividing the NAVD 88
 AC9268.geopotential number by the normal gravity value computed on the
 AC9268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9268.degrees latitude (g = 980.6199 gals.).
 AC9268
 AC9268.The modeled gravity was interpolated from observed gravity values.
 AC9268
 AC9268;                    North         East    Units  Estimated Accuracy
 AC9268;SPC OK N     -    74,510.      794,280.      MT  (+/- 180 meters Scaled)
 AC9268
 AC9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV415491(NAD 83)
 AC9268
 AC9268                          SUPERSEDED SURVEY CONTROL
 AC9268
 AC9268.No superseded survey control is available for this station.
 AC9268
 AC9268_MARKER: I = METAL ROD
 AC9268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9268_STAMPING: T 220 1997
 AC9268_MARK LOGO: NGS
 AC9268_PROJECTION: FLUSH
 AC9268_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9268+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9268_ROD/PIPE-DEPTH: 6.9 meters
 AC9268_SLEEVE-DEPTH  : 0.9 meters
 AC9268
 AC9268  HISTORY     - Date     Condition        Report By
 AC9268  HISTORY     - 1997     MONUMENTED       NGS
 AC9268
 AC9268                          STATION DESCRIPTION
 AC9268
 AC9268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9268'5.5 KM (3.40 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 AC9268'U.S.  HIGHWAY 62 IN MORRIS, 73.4 M (240.8 FT) EAST OF THE HIGHWAY
 AC9268'CENTERLINE, 7.6 M (24.9 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 0.3 M
 AC9268'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A
 AC9268'WITNESS POST AND T-FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9268'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9268'SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9184 ***********************************************************************
 AC9184  DESIGNATION -  T 221
 AC9184  PID         -  AC9184
 AC9184  STATE/COUNTY-  OK/MCCLAIN
 AC9184  COUNTRY     -  US
 AC9184  USGS QUAD   -  CRINER (2018)
 AC9184
 AC9184                         *CURRENT SURVEY CONTROL
 AC9184  ______________________________________________________________________
 AC9184* NAD 83(1986) POSITION- 34 58 40.     (N) 097 30 44.     (W)   SCALED
 AC9184* NAVD 88 ORTHO HEIGHT -   319.088 (meters)     1046.87  (feet) ADJUSTED
 AC9184  ______________________________________________________________________
 AC9184  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 AC9184  DYNAMIC HEIGHT  -        318.774 (meters)     1045.84  (feet) COMP
 AC9184  MODELED GRAVITY -    979,641.9   (mgal)                       NAVD 88
 AC9184
 AC9184  VERT ORDER      -  SECOND    CLASS I
 AC9184
 AC9184.The horizontal coordinates were scaled from a map and have
 AC9184.an estimated accuracy of +/- 6 seconds.
 AC9184
 AC9184.The orthometric height was determined by differential leveling and
 AC9184.adjusted by the NATIONAL GEODETIC SURVEY
 AC9184.in July 2002.
 AC9184
 AC9184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9184.GEOID18 height accuracy estimate available here.
 AC9184
 AC9184.Click photographs - Photos may exist for this station.
 AC9184
 AC9184.The dynamic height is computed by dividing the NAVD 88
 AC9184.geopotential number by the normal gravity value computed on the
 AC9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9184.degrees latitude (g = 980.6199 gals.).
 AC9184
 AC9184.The modeled gravity was interpolated from observed gravity values.
 AC9184
 AC9184;                    North         East    Units  Estimated Accuracy
 AC9184;SPC OK S     -   182,520.      644,540.      MT  (+/- 180 meters Scaled)
 AC9184
 AC9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD358715(NAD 83)
 AC9184
 AC9184                          SUPERSEDED SURVEY CONTROL
 AC9184
 AC9184.No superseded survey control is available for this station.
 AC9184
 AC9184_MARKER: DV = VERTICAL CONTROL DISK
 AC9184_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC9184_SP_SET: ABUTMENT
 AC9184_STAMPING: T 221 1997
 AC9184_MARK LOGO: NGS
 AC9184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9184+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9184
 AC9184  HISTORY     - Date     Condition        Report By
 AC9184  HISTORY     - 1997     MONUMENTED       NGS
 AC9184
 AC9184                          STATION DESCRIPTION
 AC9184
 AC9184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9184'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9184'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 11.7
 AC9184'KM (7.25 MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.7 KM (0.45 MI)
 AC9184'NORTH ALONG A GRAVELED ROAD, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE
 AC9184'WEST END OF THE NORTH CONCRETE ABUTMENT GUARDRAIL OF THE MOST
 AC9184'NORTHERLY OF 2 BRIDGES SPANNING FINN CREEK, 4.6 M (15.1 FT) SOUTH OF
 AC9184'THE NORTH END OF THE GUARD RAIL, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AC9184'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0294 ***********************************************************************
 FK0294  DESIGNATION -  T 25
 FK0294  PID         -  FK0294
 FK0294  STATE/COUNTY-  OK/ROGER MILLS
 FK0294  COUNTRY     -  US
 FK0294  USGS QUAD   -  BIG KIOWA CREEK (2018)
 FK0294
 FK0294                         *CURRENT SURVEY CONTROL
 FK0294  ______________________________________________________________________
 FK0294* NAD 83(1986) POSITION- 35 33 29.     (N) 099 22 48.     (W)   SCALED
 FK0294* NAVD 88 ORTHO HEIGHT -   571.867 (meters)     1876.20  (feet) ADJUSTED
 FK0294  ______________________________________________________________________
 FK0294  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 FK0294  DYNAMIC HEIGHT  -        571.280 (meters)     1874.27  (feet) COMP
 FK0294  MODELED GRAVITY -    979,589.2   (mgal)                       NAVD 88
 FK0294
 FK0294  VERT ORDER      -  SECOND    CLASS 0
 FK0294
 FK0294.The horizontal coordinates were scaled from a map and have
 FK0294.an estimated accuracy of +/- 6 seconds.
 FK0294
 FK0294.The orthometric height was determined by differential leveling and
 FK0294.adjusted by the NATIONAL GEODETIC SURVEY
 FK0294.in June 1991.
 FK0294
 FK0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0294.GEOID18 height accuracy estimate available here.
 FK0294
 FK0294.Click photographs - Photos may exist for this station.
 FK0294
 FK0294.The dynamic height is computed by dividing the NAVD 88
 FK0294.geopotential number by the normal gravity value computed on the
 FK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0294.degrees latitude (g = 980.6199 gals.).
 FK0294
 FK0294.The modeled gravity was interpolated from observed gravity values.
 FK0294
 FK0294;                    North         East    Units  Estimated Accuracy
 FK0294;SPC OK N     -    62,810.      474,890.      MT  (+/- 180 meters Scaled)
 FK0294
 FK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME655349(NAD 83)
 FK0294
 FK0294                          SUPERSEDED SURVEY CONTROL
 FK0294
 FK0294  NGVD 29 (??/??/92)  571.603  (m)         1875.33   (f) ADJ UNCH    2 0
 FK0294
 FK0294.Superseded values are not recommended for survey control.
 FK0294
 FK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0294.See file dsdata.pdf to determine how the superseded data were derived.
 FK0294
 FK0294_MARKER: DB = BENCH MARK DISK
 FK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0294_STAMPING: T 25 1934
 FK0294_MARK LOGO: CGS
 FK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0294+STABILITY: SURFACE MOTION
 FK0294
 FK0294  HISTORY     - Date     Condition        Report By
 FK0294  HISTORY     - 1934     MONUMENTED       CGS
 FK0294  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0294
 FK0294                          STATION DESCRIPTION
 FK0294
 FK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0294'2.1 MI N FROM CARPENTER.
 FK0294'2.1 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0294'FROM THE STATION AT CARPENTER, ROGER MILLS COUNTY, 400 FEET
 FK0294'NORTH OF MILEPOST 147, 26 FEET EAST OF THE EAST RAIL, AND AT
 FK0294'THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED T 25 1934
 FK0294'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0449 ***********************************************************************
 FK0449  DESIGNATION -  T 26
 FK0449  PID         -  FK0449
 FK0449  STATE/COUNTY-  OK/GREER
 FK0449  COUNTRY     -  US
 FK0449  USGS QUAD   -  WILLOW (2018)
 FK0449
 FK0449                         *CURRENT SURVEY CONTROL
 FK0449  ______________________________________________________________________
 FK0449* NAD 83(1986) POSITION- 35 00 37.     (N) 099 31 14.     (W)   SCALED
 FK0449* NAVD 88 ORTHO HEIGHT -   516.593 (meters)     1694.86  (feet) ADJUSTED
 FK0449  ______________________________________________________________________
 FK0449  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 FK0449  DYNAMIC HEIGHT  -        516.073 (meters)     1693.15  (feet) COMP
 FK0449  MODELED GRAVITY -    979,610.4   (mgal)                       NAVD 88
 FK0449
 FK0449  VERT ORDER      -  SECOND    CLASS 0
 FK0449
 FK0449.The horizontal coordinates were scaled from a map and have
 FK0449.an estimated accuracy of +/- 6 seconds.
 FK0449
 FK0449.The orthometric height was determined by differential leveling and
 FK0449.adjusted by the NATIONAL GEODETIC SURVEY
 FK0449.in June 1991.
 FK0449
 FK0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0449.GEOID18 height accuracy estimate available here.
 FK0449
 FK0449.Click photographs - Photos may exist for this station.
 FK0449
 FK0449.The dynamic height is computed by dividing the NAVD 88
 FK0449.geopotential number by the normal gravity value computed on the
 FK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0449.degrees latitude (g = 980.6199 gals.).
 FK0449
 FK0449.The modeled gravity was interpolated from observed gravity values.
 FK0449
 FK0449;                    North         East    Units  Estimated Accuracy
 FK0449;SPC OK S     -   187,060.      461,220.      MT  (+/- 180 meters Scaled)
 FK0449
 FK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD525743(NAD 83)
 FK0449
 FK0449                          SUPERSEDED SURVEY CONTROL
 FK0449
 FK0449  NGVD 29 (??/??/92)  516.393  (m)         1694.20   (f) ADJ UNCH    2 0
 FK0449
 FK0449.Superseded values are not recommended for survey control.
 FK0449
 FK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0449.See file dsdata.pdf to determine how the superseded data were derived.
 FK0449
 FK0449_MARKER: DB = BENCH MARK DISK
 FK0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0449_STAMPING: T 26 1934
 FK0449_MARK LOGO: CGS
 FK0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0449+STABILITY: SURFACE MOTION
 FK0449
 FK0449  HISTORY     - Date     Condition        Report By
 FK0449  HISTORY     - 1934     MONUMENTED       CGS
 FK0449  HISTORY     - 1961     GOOD             CGS
 FK0449
 FK0449                          STATION DESCRIPTION
 FK0449
 FK0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0449'AT BRINKMAN.
 FK0449'AT BRINKMAN, GREER COUNTY, 132 FEET WEST OF THE NORTH END OF
 FK0449'THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 0.2 MILE NORTH OF
 FK0449'MILEPOST 105, 111 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 FK0449'AND AT THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 FK0449'T 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0449
 FK0449                          STATION RECOVERY (1961)
 FK0449
 FK0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0270 ***********************************************************************
 EM0270  DESIGNATION -  T 27
 EM0270  PID         -  EM0270
 EM0270  STATE/COUNTY-  OK/JACKSON
 EM0270  COUNTRY     -  US
 EM0270  USGS QUAD   -  OLUSTEE (2018)
 EM0270
 EM0270                         *CURRENT SURVEY CONTROL
 EM0270  ______________________________________________________________________
 EM0270* NAD 83(1986) POSITION- 34 32 00.     (N) 099 29 30.     (W)   SCALED
 EM0270* NAVD 88 ORTHO HEIGHT -   420.270 (meters)     1378.84  (feet) ADJUSTED
 EM0270  ______________________________________________________________________
 EM0270  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 EM0270  DYNAMIC HEIGHT  -        419.810 (meters)     1377.33  (feet) COMP
 EM0270  MODELED GRAVITY -    979,528.5   (mgal)                       NAVD 88
 EM0270
 EM0270  VERT ORDER      -  SECOND    CLASS 0
 EM0270
 EM0270.The horizontal coordinates were scaled from a map and have
 EM0270.an estimated accuracy of +/- 6 seconds.
 EM0270
 EM0270.The orthometric height was determined by differential leveling and
 EM0270.adjusted by the NATIONAL GEODETIC SURVEY
 EM0270.in June 1991.
 EM0270
 EM0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0270.GEOID18 height accuracy estimate available here.
 EM0270
 EM0270.Click photographs - Photos may exist for this station.
 EM0270
 EM0270.The dynamic height is computed by dividing the NAVD 88
 EM0270.geopotential number by the normal gravity value computed on the
 EM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0270.degrees latitude (g = 980.6199 gals.).
 EM0270
 EM0270.The modeled gravity was interpolated from observed gravity values.
 EM0270
 EM0270;                    North         East    Units  Estimated Accuracy
 EM0270;SPC OK S     -   134,120.      463,070.      MT  (+/- 180 meters Scaled)
 EM0270
 EM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD548214(NAD 83)
 EM0270
 EM0270                          SUPERSEDED SURVEY CONTROL
 EM0270
 EM0270  NGVD 29 (??/??/92)  420.087  (m)         1378.24   (f) ADJ UNCH    2 0
 EM0270
 EM0270.Superseded values are not recommended for survey control.
 EM0270
 EM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0270.See file dsdata.pdf to determine how the superseded data were derived.
 EM0270
 EM0270_MARKER: DB = BENCH MARK DISK
 EM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0270_STAMPING: T 27 1934
 EM0270_MARK LOGO: CGS
 EM0270_PROJECTION: PROJECTING 15 CENTIMETERS
 EM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0270+STABILITY: SURFACE MOTION
 EM0270
 EM0270  HISTORY     - Date     Condition        Report By
 EM0270  HISTORY     - 1934     MONUMENTED       CGS
 EM0270  HISTORY     - 1962     GOOD             USGS
 EM0270  HISTORY     - 1963     GOOD             CGS
 EM0270
 EM0270                          STATION DESCRIPTION
 EM0270
 EM0270'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0270'4.5 MI SW FROM OLUSTEE.
 EM0270'OLUSTEE, 1.0 MILE SOUTH AND 3.5 MILES WEST OF.  T. 1 N., R. 22 W., IN
 EM0270'N.W. 1/4 OF THE N.W. 1/4 SEC. 26. 45 FT. NORTH AND 35 FT. EAST OF THE
 EM0270'INTERSECTION OF THE R.R. TRACKS AND THE NORTH-SOUTH SECTION LINE ROAD.
 EM0270'48 FT. SOUTH OF THE CL. OF STATE HWY. 44.  IN CONC. POST PROJECTING
 EM0270'0.5 FT. STANDARD DISK STAMPED T 27 1934 PAINTED BM 1378. NOTE-- A
 EM0270'REFERENCE MARK WAS PUT IN FOR THIS B.M. IT IS 32 FT. SOUTH AND 11 FT.
 EM0270'WEST OF  THE INTERSECTION OF STATE HWY. 44 AND THE SECTION LINE ROAD.
 EM0270'ON WEST CONC. HEADWALL FOR CULVERT.  CHISELED SQUARE.
 EM0270
 EM0270                          STATION RECOVERY (1963)
 EM0270
 EM0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0383 ***********************************************************************
 FK0383  DESIGNATION -  T 28
 FK0383  PID         -  FK0383
 FK0383  STATE/COUNTY-  OK/WASHITA
 FK0383  COUNTRY     -  US
 FK0383  USGS QUAD   -  ROCKY (2018)
 FK0383
 FK0383                         *CURRENT SURVEY CONTROL
 FK0383  ______________________________________________________________________
 FK0383* NAD 83(1986) POSITION- 35 09 40.     (N) 099 03 38.     (W)   SCALED
 FK0383* NAVD 88 ORTHO HEIGHT -   503.776 (meters)     1652.81  (feet) ADJUSTED
 FK0383  ______________________________________________________________________
 FK0383  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 FK0383  DYNAMIC HEIGHT  -        503.262 (meters)     1651.12  (feet) COMP
 FK0383  MODELED GRAVITY -    979,597.4   (mgal)                       NAVD 88
 FK0383
 FK0383  VERT ORDER      -  SECOND    CLASS 0
 FK0383
 FK0383.The horizontal coordinates were scaled from a map and have
 FK0383.an estimated accuracy of +/- 6 seconds.
 FK0383
 FK0383.The orthometric height was determined by differential leveling and
 FK0383.adjusted by the NATIONAL GEODETIC SURVEY
 FK0383.in June 1991.
 FK0383
 FK0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0383.GEOID18 height accuracy estimate available here.
 FK0383
 FK0383.Click photographs - Photos may exist for this station.
 FK0383
 FK0383.The dynamic height is computed by dividing the NAVD 88
 FK0383.geopotential number by the normal gravity value computed on the
 FK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0383.degrees latitude (g = 980.6199 gals.).
 FK0383
 FK0383.The modeled gravity was interpolated from observed gravity values.
 FK0383
 FK0383;                    North         East    Units  Estimated Accuracy
 FK0383;SPC OK S     -   203,260.      503,380.      MT  (+/- 180 meters Scaled)
 FK0383
 FK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD944909(NAD 83)
 FK0383
 FK0383                          SUPERSEDED SURVEY CONTROL
 FK0383
 FK0383  NGVD 29 (??/??/92)  503.572  (m)         1652.14   (f) ADJ UNCH    2 0
 FK0383
 FK0383.Superseded values are not recommended for survey control.
 FK0383
 FK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0383.See file dsdata.pdf to determine how the superseded data were derived.
 FK0383
 FK0383_MARKER: DB = BENCH MARK DISK
 FK0383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0383_SP_SET: CULVERT HEADWALL
 FK0383_STAMPING: 1652.136 T 28 1934
 FK0383_MARK LOGO: CGS
 FK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0383+STABILITY: SURFACE MOTION
 FK0383
 FK0383  HISTORY     - Date     Condition        Report By
 FK0383  HISTORY     - 1934     MONUMENTED       CGS
 FK0383  HISTORY     - 1940     GOOD             CGS
 FK0383
 FK0383                          STATION DESCRIPTION
 FK0383
 FK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FK0383'0.2 MI N FROM ROCKY.
 FK0383'0.2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0383'ROCKY, ABOUT 900 FEET NORTH OF THE STATION, NEAR MILEPOST 707,
 FK0383'100 FEET WEST OF STATE HIGHWAY 14, AT THE NORTH EDGE OF THE
 FK0383'TOWN, 30 FEET EAST OF THE TRACK, AND IN THE EAST END OF A
 FK0383'CONCRETE CULVERT, LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 FK0383'1652.136 T 28 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0155 ***********************************************************************
 EM0155  DESIGNATION -  T 29
 EM0155  PID         -  EM0155
 EM0155  STATE/COUNTY-  OK/KIOWA
 EM0155  COUNTRY     -  US
 EM0155  USGS QUAD   -  SNYDER (2018)
 EM0155
 EM0155                         *CURRENT SURVEY CONTROL
 EM0155  ______________________________________________________________________
 EM0155* NAD 83(1986) POSITION- 34 43 29.     (N) 098 57 32.     (W)   SCALED
 EM0155* NAVD 88 ORTHO HEIGHT -   417.583 (meters)     1370.02  (feet) ADJUSTED
 EM0155  ______________________________________________________________________
 EM0155  GEOID HEIGHT    -        -25.608 (meters)                     GEOID18
 EM0155  DYNAMIC HEIGHT  -        417.167 (meters)     1368.66  (feet) COMP
 EM0155  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 EM0155
 EM0155  VERT ORDER      -  SECOND    CLASS 0
 EM0155
 EM0155.The horizontal coordinates were scaled from a map and have
 EM0155.an estimated accuracy of +/- 6 seconds.
 EM0155
 EM0155.The orthometric height was determined by differential leveling and
 EM0155.adjusted by the NATIONAL GEODETIC SURVEY
 EM0155.in June 1991.
 EM0155
 EM0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0155.GEOID18 height accuracy estimate available here.
 EM0155
 EM0155.Click photographs - Photos may exist for this station.
 EM0155
 EM0155.The dynamic height is computed by dividing the NAVD 88
 EM0155.geopotential number by the normal gravity value computed on the
 EM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0155.degrees latitude (g = 980.6199 gals.).
 EM0155
 EM0155.The modeled gravity was interpolated from observed gravity values.
 EM0155
 EM0155;                    North         East    Units  Estimated Accuracy
 EM0155;SPC OK S     -   154,760.      512,180.      MT  (+/- 180 meters Scaled)
 EM0155
 EM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND037425(NAD 83)
 EM0155
 EM0155                          SUPERSEDED SURVEY CONTROL
 EM0155
 EM0155  NGVD 29 (??/??/92)  417.441  (m)         1369.55   (f) ADJ UNCH    2 0
 EM0155
 EM0155.Superseded values are not recommended for survey control.
 EM0155
 EM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0155.See file dsdata.pdf to determine how the superseded data were derived.
 EM0155
 EM0155_MARKER: DB = BENCH MARK DISK
 EM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0155_STAMPING: T 29 1934
 EM0155_MARK LOGO: CGS
 EM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0155+STABILITY: SURFACE MOTION
 EM0155
 EM0155  HISTORY     - Date     Condition        Report By
 EM0155  HISTORY     - 1934     MONUMENTED       CGS
 EM0155  HISTORY     - 1963     GOOD             CGS
 EM0155
 EM0155                          STATION DESCRIPTION
 EM0155
 EM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0155'5.7 MI S FROM COLD SPRINGS.
 EM0155'5.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM COLD
 EM0155'SPRINGS, AT A SECTION-LINE ROAD CROSSING, 45.5 FEET EAST OF THE EAST
 EM0155'RAIL, 74.0 FEET SOUTH OF THE CENTER OF THE ROAD, AND 38.0 FEET SOUTH
 EM0155'OF A CORNER POST AND ON THE WEST SIDE OF THE FENCE LINE.  A STANDARD
 EM0155'DISK, STAMPED T 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0352 ***********************************************************************
 FK0352  DESIGNATION -  T 3
 FK0352  PID         -  FK0352
 FK0352  STATE/COUNTY-  OK/BECKHAM
 FK0352  COUNTRY     -  US
 FK0352  USGS QUAD   -  DOXEY (2018)
 FK0352
 FK0352                         *CURRENT SURVEY CONTROL
 FK0352  ______________________________________________________________________
 FK0352* NAD 83(1986) POSITION- 35 22 13.     (N) 099 30 06.     (W)   SCALED
 FK0352* NAVD 88 ORTHO HEIGHT -   625.488 (meters)     2052.12  (feet) POSTED
 FK0352  ______________________________________________________________________
 FK0352  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 FK0352  DYNAMIC HEIGHT  -        624.83  (meters)     2050.0   (feet) COMP
 FK0352  MODELED GRAVITY -    979,564.7   (mgal)                       NAVD 88
 FK0352
 FK0352  VERT ORDER      -  * POSTED, SEE BELOW
 FK0352
 FK0352.The horizontal coordinates were scaled from a map and have
 FK0352.an estimated accuracy of +/- 6 seconds.
 FK0352
 FK0352.The orthometric height was determined by differential leveling
 FK0352.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0352
 FK0352.* This is a POSTED BENCH MARK height.
 FK0352
 FK0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0352.GEOID18 height accuracy estimate available here.
 FK0352
 FK0352.Click photographs - Photos may exist for this station.
 FK0352
 FK0352.The dynamic height is computed by dividing the NAVD 88
 FK0352.geopotential number by the normal gravity value computed on the
 FK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0352.degrees latitude (g = 980.6199 gals.).
 FK0352
 FK0352.The modeled gravity was interpolated from observed gravity values.
 FK0352
 FK0352;                    North         East    Units  Estimated Accuracy
 FK0352;SPC OK S     -   226,970.      463,540.      MT  (+/- 180 meters Scaled)
 FK0352
 FK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME544142(NAD 83)
 FK0352
 FK0352                          SUPERSEDED SURVEY CONTROL
 FK0352
 FK0352.No superseded survey control is available for this station.
 FK0352
 FK0352_MARKER: V = STONE MONUMENT
 FK0352_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0352
 FK0352  HISTORY     - Date     Condition        Report By
 FK0352  HISTORY     - 1909     MONUMENTED       CGS
 FK0352  HISTORY     - 1934     GOOD             CGS
 FK0352
 FK0352                          STATION DESCRIPTION
 FK0352
 FK0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0352'AT MERRITT, BECKHAM COUNTY, DIRECTLY OPPOSITE THE TEMPORARY
 FK0352'STATION OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY ABOUT
 FK0352'138 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND JUST
 FK0352'EAST OF A GATE TO A PRIVATE ROAD.  THE BOTTOM OF A SQUARE HOLE
 FK0352'CUT IN THE TOP OF A STONE POST, MARKED U.S.B.M.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0079 ***********************************************************************
 FK0079  DESIGNATION -  T 31
 FK0079  PID         -  FK0079
 FK0079  STATE/COUNTY-  OK/CADDO
 FK0079  COUNTRY     -  US
 FK0079  USGS QUAD   -  ANADARKO WEST (2018)
 FK0079
 FK0079                         *CURRENT SURVEY CONTROL
 FK0079  ______________________________________________________________________
 FK0079* NAD 83(1986) POSITION- 35 06 09.     (N) 098 21 22.     (W)   SCALED
 FK0079* NAVD 88 ORTHO HEIGHT -   375.382 (meters)     1231.57  (feet) ADJUSTED
 FK0079  ______________________________________________________________________
 FK0079  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 FK0079  DYNAMIC HEIGHT  -        374.996 (meters)     1230.30  (feet) COMP
 FK0079  MODELED GRAVITY -    979,596.3   (mgal)                       NAVD 88
 FK0079
 FK0079  VERT ORDER      -  SECOND    CLASS 0
 FK0079
 FK0079.The horizontal coordinates were scaled from a map and have
 FK0079.an estimated accuracy of +/- 6 seconds.
 FK0079
 FK0079.The orthometric height was determined by differential leveling and
 FK0079.adjusted by the NATIONAL GEODETIC SURVEY
 FK0079.in June 1991.
 FK0079
 FK0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0079.GEOID18 height accuracy estimate available here.
 FK0079
 FK0079.Click photographs - Photos may exist for this station.
 FK0079
 FK0079.The dynamic height is computed by dividing the NAVD 88
 FK0079.geopotential number by the normal gravity value computed on the
 FK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0079.degrees latitude (g = 980.6199 gals.).
 FK0079
 FK0079.The modeled gravity was interpolated from observed gravity values.
 FK0079
 FK0079;                    North         East    Units  Estimated Accuracy
 FK0079;SPC OK S     -   196,300.      567,530.      MT  (+/- 180 meters Scaled)
 FK0079
 FK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND586845(NAD 83)
 FK0079
 FK0079                          SUPERSEDED SURVEY CONTROL
 FK0079
 FK0079  NGVD 29 (??/??/92)  375.236  (m)         1231.09   (f) ADJ UNCH    2 0
 FK0079
 FK0079.Superseded values are not recommended for survey control.
 FK0079
 FK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0079.See file dsdata.pdf to determine how the superseded data were derived.
 FK0079
 FK0079_MARKER: DB = BENCH MARK DISK
 FK0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0079_SP_SET: BRIDGE
 FK0079_STAMPING: T 31 1934
 FK0079_MARK LOGO: CGS
 FK0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0079
 FK0079  HISTORY     - Date     Condition        Report By
 FK0079  HISTORY     - 1934     MONUMENTED       CGS
 FK0079  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0079
 FK0079                          STATION DESCRIPTION
 FK0079
 FK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0079'5.5 MI E FROM FORT COBB.
 FK0079'5.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0079'RAILROAD FROM THE STATION AT FORT COBB, CADDO COUNTY, ABOUT
 FK0079'1/4 MILE SOUTHEAST OF A HIGHWAY, AT STEEL BRIDGE 266, IN THE
 FK0079'TOP OF THE SOUTHEAST CORNER OF THE WEST CONCRETE ABUTMENT, 5
 FK0079'FEET SOUTH OF THE TRACK, AND LEVEL WITH THE RAIL.  A STANDARD
 FK0079'DISK, STAMPED T 31 1934.
 FK0079
 FK0079                          STATION RECOVERY (1963)
 FK0079
 FK0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0327 ***********************************************************************
 GJ0327  DESIGNATION -  T 32
 GJ0327  PID         -  GJ0327
 GJ0327  STATE/COUNTY-  OK/WOODWARD
 GJ0327  COUNTRY     -  US
 GJ0327  USGS QUAD   -  FARGO (2018)
 GJ0327
 GJ0327                         *CURRENT SURVEY CONTROL
 GJ0327  ______________________________________________________________________
 GJ0327* NAD 83(1986) POSITION- 36 24 08.     (N) 099 34 06.     (W)   SCALED
 GJ0327* NAVD 88 ORTHO HEIGHT -   650.022 (meters)     2132.61  (feet) ADJUSTED
 GJ0327  ______________________________________________________________________
 GJ0327  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0327  DYNAMIC HEIGHT  -        649.382 (meters)     2130.51  (feet) COMP
 GJ0327  MODELED GRAVITY -    979,627.1   (mgal)                       NAVD 88
 GJ0327
 GJ0327  VERT ORDER      -  FIRST     CLASS II
 GJ0327
 GJ0327.The horizontal coordinates were scaled from a map and have
 GJ0327.an estimated accuracy of +/- 6 seconds.
 GJ0327
 GJ0327.The orthometric height was determined by differential leveling and
 GJ0327.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0327.in June 1991.
 GJ0327
 GJ0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0327.GEOID18 height accuracy estimate available here.
 GJ0327
 GJ0327.Click photographs - Photos may exist for this station.
 GJ0327
 GJ0327.The dynamic height is computed by dividing the NAVD 88
 GJ0327.geopotential number by the normal gravity value computed on the
 GJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0327.degrees latitude (g = 980.6199 gals.).
 GJ0327
 GJ0327.The modeled gravity was interpolated from observed gravity values.
 GJ0327
 GJ0327;                    North         East    Units  Estimated Accuracy
 GJ0327;SPC OK N     -   156,720.      459,330.      MT  (+/- 180 meters Scaled)
 GJ0327
 GJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF490287(NAD 83)
 GJ0327
 GJ0327                          SUPERSEDED SURVEY CONTROL
 GJ0327
 GJ0327  NGVD 29 (??/??/92)  649.747  (m)         2131.71   (f) ADJ UNCH    1 2
 GJ0327
 GJ0327.Superseded values are not recommended for survey control.
 GJ0327
 GJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0327.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0327
 GJ0327_MARKER: DB = BENCH MARK DISK
 GJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0327_STAMPING: T 32 1934
 GJ0327_MARK LOGO: CGS
 GJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0327+STABILITY: SURFACE MOTION
 GJ0327
 GJ0327  HISTORY     - Date     Condition        Report By
 GJ0327  HISTORY     - 1934     MONUMENTED       CGS
 GJ0327
 GJ0327                          STATION DESCRIPTION
 GJ0327
 GJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0327'3.4 MI NE FROM FARGO.
 GJ0327'3.4 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 6 TELEGRAPH
 GJ0327'POLES WEST OF BLOCK SIGNAL 3941.  95 FEET NORTH OF THE CENTERLINE
 GJ0327'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0254 ***********************************************************************
 GJ0254  DESIGNATION -  T 33
 GJ0254  PID         -  GJ0254
 GJ0254  STATE/COUNTY-  OK/DEWEY
 GJ0254  COUNTRY     -  US
 GJ0254  USGS QUAD   -  CAMARGO (2018)
 GJ0254
 GJ0254                         *CURRENT SURVEY CONTROL
 GJ0254  ______________________________________________________________________
 GJ0254* NAD 83(1986) POSITION- 36 02 36.     (N) 099 17 22.     (W)   SCALED
 GJ0254* NAVD 88 ORTHO HEIGHT -   604.963 (meters)     1984.78  (feet) ADJUSTED
 GJ0254  ______________________________________________________________________
 GJ0254  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 GJ0254  DYNAMIC HEIGHT  -        604.357 (meters)     1982.79  (feet) COMP
 GJ0254  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 GJ0254
 GJ0254  VERT ORDER      -  SECOND    CLASS 0
 GJ0254
 GJ0254.The horizontal coordinates were scaled from a map and have
 GJ0254.an estimated accuracy of +/- 6 seconds.
 GJ0254
 GJ0254.The orthometric height was determined by differential leveling and
 GJ0254.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0254.in June 1991.
 GJ0254
 GJ0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0254.GEOID18 height accuracy estimate available here.
 GJ0254
 GJ0254.Click photographs - Photos may exist for this station.
 GJ0254
 GJ0254.The dynamic height is computed by dividing the NAVD 88
 GJ0254.geopotential number by the normal gravity value computed on the
 GJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0254.degrees latitude (g = 980.6199 gals.).
 GJ0254
 GJ0254.The modeled gravity was interpolated from observed gravity values.
 GJ0254
 GJ0254;                    North         East    Units  Estimated Accuracy
 GJ0254;SPC OK N     -   116,530.      483,810.      MT  (+/- 180 meters Scaled)
 GJ0254
 GJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME739887(NAD 83)
 GJ0254
 GJ0254                          SUPERSEDED SURVEY CONTROL
 GJ0254
 GJ0254  NGVD 29 (??/??/92)  604.719  (m)         1983.98   (f) ADJ UNCH    2 0
 GJ0254
 GJ0254.Superseded values are not recommended for survey control.
 GJ0254
 GJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0254.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0254
 GJ0254_MARKER: DB = BENCH MARK DISK
 GJ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0254_STAMPING: T 33 1934
 GJ0254_MARK LOGO: CGS
 GJ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0254+STABILITY: SURFACE MOTION
 GJ0254
 GJ0254  HISTORY     - Date     Condition        Report By
 GJ0254  HISTORY     - 1934     MONUMENTED       CGS
 GJ0254
 GJ0254                          STATION DESCRIPTION
 GJ0254
 GJ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0254'1.9 MI N FROM CAMARGO.
 GJ0254'1.9 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 GJ0254'THE STATION AT CAMARGO, DEWEY COUNTY, 6 FEET SOUTHEAST OF THE
 GJ0254'SECOND POLE NORTH OF MILEPOST 187, 60 FEET SOUTHEAST OF A COUNTY-ROAD
 GJ0254'CROSSING, AND 33 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 GJ0254'STANDARD DISK, STAMPED T 33 1934 AND SET IN THE TOP OF A CONCRETE
 GJ0254'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0104 ***********************************************************************
 GJ0104  DESIGNATION -  T 34
 GJ0104  PID         -  GJ0104
 GJ0104  STATE/COUNTY-  OK/BLAINE
 GJ0104  COUNTRY     -  US
 GJ0104  USGS QUAD   -  CANTON (2018)
 GJ0104
 GJ0104                         *CURRENT SURVEY CONTROL
 GJ0104  ______________________________________________________________________
 GJ0104* NAD 83(1986) POSITION- 36 06 57.     (N) 098 35 58.     (W)   SCALED
 GJ0104* NAVD 88 ORTHO HEIGHT -   485.388 (meters)     1592.48  (feet) ADJUSTED
 GJ0104  ______________________________________________________________________
 GJ0104  GEOID HEIGHT    -        -27.413 (meters)                     GEOID18
 GJ0104  DYNAMIC HEIGHT  -        484.933 (meters)     1590.98  (feet) COMP
 GJ0104  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 GJ0104
 GJ0104  VERT ORDER      -  SECOND    CLASS 0
 GJ0104
 GJ0104.The horizontal coordinates were scaled from a map and have
 GJ0104.an estimated accuracy of +/- 6 seconds.
 GJ0104
 GJ0104.The orthometric height was determined by differential leveling and
 GJ0104.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0104.in June 1991.
 GJ0104
 GJ0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0104.GEOID18 height accuracy estimate available here.
 GJ0104
 GJ0104.Click photographs - Photos may exist for this station.
 GJ0104
 GJ0104.The dynamic height is computed by dividing the NAVD 88
 GJ0104.geopotential number by the normal gravity value computed on the
 GJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0104.degrees latitude (g = 980.6199 gals.).
 GJ0104
 GJ0104.The modeled gravity was interpolated from observed gravity values.
 GJ0104
 GJ0104;                    North         East    Units  Estimated Accuracy
 GJ0104;SPC OK N     -   123,970.      546,030.      MT  (+/- 180 meters Scaled)
 GJ0104
 GJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE360968(NAD 83)
 GJ0104
 GJ0104                          SUPERSEDED SURVEY CONTROL
 GJ0104
 GJ0104  NGVD 29 (??/??/92)  485.190  (m)         1591.83   (f) ADJ UNCH    2 0
 GJ0104
 GJ0104.Superseded values are not recommended for survey control.
 GJ0104
 GJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0104.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0104
 GJ0104_MARKER: DB = BENCH MARK DISK
 GJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0104_STAMPING: T 34 1934
 GJ0104_MARK LOGO: CGS
 GJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0104+STABILITY: SURFACE MOTION
 GJ0104
 GJ0104  HISTORY     - Date     Condition        Report By
 GJ0104  HISTORY     - 1934     MONUMENTED       CGS
 GJ0104  HISTORY     - 1972     MARK NOT FOUND   USGS
 GJ0104
 GJ0104                          STATION DESCRIPTION
 GJ0104
 GJ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0104'4 MI W FROM LONGDALE.
 GJ0104'4.0 MILES WEST OF INTERSECTION OF CRI AND P RR AND MAIN STREET
 GJ0104'54 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 44.  400 FEET
 GJ0104'SOUTHEAST OF INTERSECTION OF STATE HIGHWAY 44 AND COUNTY ROAD.
 GJ0104'2 FEET SOUTH OF THE FENCE CORNER.
 GJ0104
 GJ0104                          STATION RECOVERY (1972)
 GJ0104
 GJ0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GJ0104'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0436 ***********************************************************************
 GH0436  DESIGNATION -  T 35
 GH0436  PID         -  GH0436
 GH0436  STATE/COUNTY-  OK/GARFIELD
 GH0436  COUNTRY     -  US
 GH0436  USGS QUAD   -  WAUKOMIS (2018)
 GH0436
 GH0436                         *CURRENT SURVEY CONTROL
 GH0436  ______________________________________________________________________
 GH0436* NAD 83(1986) POSITION- 36 21 26.     (N) 097 58 27.     (W)   SCALED
 GH0436* NAVD 88 ORTHO HEIGHT -   379.294 (meters)     1244.40  (feet) ADJUSTED
 GH0436  ______________________________________________________________________
 GH0436  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 GH0436  DYNAMIC HEIGHT  -        378.958 (meters)     1243.30  (feet) COMP
 GH0436  MODELED GRAVITY -    979,735.3   (mgal)                       NAVD 88
 GH0436
 GH0436  VERT ORDER      -  SECOND    CLASS 0
 GH0436
 GH0436.The horizontal coordinates were scaled from a map and have
 GH0436.an estimated accuracy of +/- 6 seconds.
 GH0436
 GH0436.The orthometric height was determined by differential leveling and
 GH0436.adjusted by the NATIONAL GEODETIC SURVEY
 GH0436.in June 1991.
 GH0436
 GH0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0436.GEOID18 height accuracy estimate available here.
 GH0436
 GH0436.Click photographs - Photos may exist for this station.
 GH0436
 GH0436.The dynamic height is computed by dividing the NAVD 88
 GH0436.geopotential number by the normal gravity value computed on the
 GH0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0436.degrees latitude (g = 980.6199 gals.).
 GH0436
 GH0436.The modeled gravity was interpolated from observed gravity values.
 GH0436
 GH0436;                    North         East    Units  Estimated Accuracy
 GH0436;SPC OK N     -   150,590.      602,320.      MT  (+/- 180 meters Scaled)
 GH0436
 GH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF920240(NAD 83)
 GH0436
 GH0436                          SUPERSEDED SURVEY CONTROL
 GH0436
 GH0436  NGVD 29 (??/??/92)  379.147  (m)         1243.92   (f) ADJ UNCH    2 0
 GH0436
 GH0436.Superseded values are not recommended for survey control.
 GH0436
 GH0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0436.See file dsdata.pdf to determine how the superseded data were derived.
 GH0436
 GH0436_MARKER: DB = BENCH MARK DISK
 GH0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0436_STAMPING: T 35 1934
 GH0436_MARK LOGO: CGS
 GH0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0436+STABILITY: SURFACE MOTION
 GH0436
 GH0436  HISTORY     - Date     Condition        Report By
 GH0436  HISTORY     - 1934     MONUMENTED       CGS
 GH0436  HISTORY     - 1978     MARK NOT FOUND   USGS
 GH0436
 GH0436                          STATION DESCRIPTION
 GH0436
 GH0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0436'6.9 MI SW FROM ENID.
 GH0436'7.0 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0436'FROM THE POST OFFICE AT ENID, GARFIELD COUNTY, 72 FEET NORTHWEST
 GH0436'OF MILEPOST 592, 35 FEET WEST OF THE CENTERLINE OF THE TRACK,
 GH0436'AND 15 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0436'STAMPED T 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0436
 GH0436                          STATION RECOVERY (1978)
 GH0436
 GH0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GH0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0133 ***********************************************************************
 EM0133  DESIGNATION -  T 36
 EM0133  PID         -  EM0133
 EM0133  STATE/COUNTY-  OK/TILLMAN
 EM0133  COUNTRY     -  US
 EM0133  USGS QUAD   -  HOLLISTER NW (2018)
 EM0133
 EM0133                         *CURRENT SURVEY CONTROL
 EM0133  ______________________________________________________________________
 EM0133* NAD 83(1986) POSITION- 34 29 03.     (N) 098 59 30.     (W)   SCALED
 EM0133* NAVD 88 ORTHO HEIGHT -   380.067 (meters)     1246.94  (feet) ADJUSTED
 EM0133  ______________________________________________________________________
 EM0133  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 EM0133  DYNAMIC HEIGHT  -        379.662 (meters)     1245.61  (feet) COMP
 EM0133  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 EM0133
 EM0133  VERT ORDER      -  SECOND    CLASS 0
 EM0133
 EM0133.The horizontal coordinates were scaled from a map and have
 EM0133.an estimated accuracy of +/- 6 seconds.
 EM0133
 EM0133.The orthometric height was determined by differential leveling and
 EM0133.adjusted by the NATIONAL GEODETIC SURVEY
 EM0133.in June 1991.
 EM0133
 EM0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0133.GEOID18 height accuracy estimate available here.
 EM0133
 EM0133.Click photographs - Photos may exist for this station.
 EM0133
 EM0133.The dynamic height is computed by dividing the NAVD 88
 EM0133.geopotential number by the normal gravity value computed on the
 EM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0133.degrees latitude (g = 980.6199 gals.).
 EM0133
 EM0133.The modeled gravity was interpolated from observed gravity values.
 EM0133
 EM0133;                    North         East    Units  Estimated Accuracy
 EM0133;SPC OK S     -   128,100.      508,920.      MT  (+/- 180 meters Scaled)
 EM0133
 EM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND007158(NAD 83)
 EM0133
 EM0133                          SUPERSEDED SURVEY CONTROL
 EM0133
 EM0133  NGVD 29 (??/??/92)  379.917  (m)         1246.44   (f) ADJ UNCH    2 0
 EM0133
 EM0133.Superseded values are not recommended for survey control.
 EM0133
 EM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0133.See file dsdata.pdf to determine how the superseded data were derived.
 EM0133
 EM0133_MARKER: DD = SURVEY DISK
 EM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0133_STAMPING: T 36 1934
 EM0133_MARK LOGO: OKDH
 EM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0133+STABILITY: SURFACE MOTION
 EM0133
 EM0133  HISTORY     - Date     Condition        Report By
 EM0133  HISTORY     - 1934     MONUMENTED       CGS
 EM0133  HISTORY     - 1973     MARK NOT FOUND   USGS
 EM0133
 EM0133                          STATION DESCRIPTION
 EM0133
 EM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0133'1.6 MI S FROM MANITOU.
 EM0133'1.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0133'STATION AT MANITOU, ABOUT 500 FEET NORTH OF THE TWENTIETH POLE SOUTH
 EM0133'OF MILEPOST 756, AND IN THE EAST FENCE OF THE RAILROAD RIGHT-OF-WAY.
 EM0133'THE TOP OF AN OKLAHOMA STATE HIGHWAY DEPARTMENT STANDARD MARKER,
 EM0133'STAMPED T 36 1934 AND SET ON THE NORTH SIDE OF A CONCRETE POST.
 EM0133
 EM0133                          STATION RECOVERY (1973)
 EM0133
 EM0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EM0133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0151 ***********************************************************************
 EM0151  DESIGNATION -  T 37
 EM0151  PID         -  EM0151
 EM0151  STATE/COUNTY-  OK/COMANCHE
 EM0151  COUNTRY     -  US
 EM0151  USGS QUAD   -  TAUPA (2018)
 EM0151
 EM0151                         *CURRENT SURVEY CONTROL
 EM0151  ______________________________________________________________________
 EM0151* NAD 83(1986) POSITION- 34 36 54.4    (N) 098 33 52.0    (W)   HD_HELD2
 EM0151* NAVD 88 ORTHO HEIGHT -   373.579 (meters)     1225.65  (feet) ADJUSTED
 EM0151  ______________________________________________________________________
 EM0151  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 EM0151  DYNAMIC HEIGHT  -        373.204 (meters)     1224.42  (feet) COMP
 EM0151  MODELED GRAVITY -    979,620.1   (mgal)                       NAVD 88
 EM0151
 EM0151  VERT ORDER      -  SECOND    CLASS 0
 EM0151
 EM0151.The horizontal coordinates were established by autonomous hand held GPS
 EM0151.observations and have an estimated accuracy of +/- 10 meters.
 EM0151
 EM0151.The orthometric height was determined by differential leveling and
 EM0151.adjusted by the NATIONAL GEODETIC SURVEY
 EM0151.in June 1991.
 EM0151
 EM0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0151.GEOID18 height accuracy estimate available here.
 EM0151
 EM0151.Click photographs - Photos may exist for this station.
 EM0151
 EM0151.The dynamic height is computed by dividing the NAVD 88
 EM0151.geopotential number by the normal gravity value computed on the
 EM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0151.degrees latitude (g = 980.6199 gals.).
 EM0151
 EM0151.The modeled gravity was interpolated from observed gravity values.
 EM0151
 EM0151;                    North         East    Units  Estimated Accuracy
 EM0151;SPC OK S     -   142,324.      548,236.      MT  (+/- 10 meters HH2 GPS)
 EM0151
 EM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3993030447(NAD 83)
 EM0151
 EM0151                          SUPERSEDED SURVEY CONTROL
 EM0151
 EM0151  NGVD 29 (??/??/92)  373.460  (m)         1225.26   (f) ADJ UNCH    2 0
 EM0151
 EM0151.Superseded values are not recommended for survey control.
 EM0151
 EM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0151.See file dsdata.pdf to determine how the superseded data were derived.
 EM0151
 EM0151_MARKER: DB = BENCH MARK DISK
 EM0151_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0151_SP_SET: BRIDGE PIER
 EM0151_STAMPING: T 37 1934
 EM0151_MARK LOGO: CGS
 EM0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0151+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2014
 EM0151
 EM0151  HISTORY     - Date     Condition        Report By
 EM0151  HISTORY     - 1934     MONUMENTED       CGS
 EM0151  HISTORY     - 1963     GOOD             CGS
 EM0151  HISTORY     - 20000202 GOOD             LOCSUR
 EM0151  HISTORY     - 20141010 GOOD             GEOCAC
 EM0151
 EM0151                          STATION DESCRIPTION
 EM0151
 EM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0151'4.1 MI E FROM CACHE.
 EM0151'4.1 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0151'STATION AT CACHE, COMANCHE COUNTY, AT MILEAGE 640, 1/4 MILE WEST OF A
 EM0151'ROAD CROSSING, AT A BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE
 EM0151'EAST CONCRETE PIER.  A STANDARD DISK, STAMPED T 37 1934.
 EM0151
 EM0151                          STATION RECOVERY (2000)
 EM0151
 EM0151'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0151'RECOVERED IN GOOD CONDITION.  NOTE--A METAL WALKWAY (BRIDGE) HAS BEEN
 EM0151'BUILT ABOVE THIS MARK AND IT IS NOT GPS STABLE.
 EM0151
 EM0151                          STATION RECOVERY (2014)
 EM0151
 EM0151'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0151'RECOVERED AS DESCRIBED AT 34.615089 BY -98.564445
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0453 ***********************************************************************
 EL0453  DESIGNATION -  T 39
 EL0453  PID         -  EL0453
 EL0453  STATE/COUNTY-  OK/MURRAY
 EL0453  COUNTRY     -  US
 EL0453  USGS QUAD   -  DOUGHERTY (2018)
 EL0453
 EL0453                         *CURRENT SURVEY CONTROL
 EL0453  ______________________________________________________________________
 EL0453* NAD 83(1986) POSITION- 34 23 06.     (N) 097 02 24.     (W)   SCALED
 EL0453* NAVD 88 ORTHO HEIGHT -   229.662 (meters)      753.48  (feet) ADJUSTED
 EL0453  ______________________________________________________________________
 EL0453  GEOID HEIGHT    -        -25.357 (meters)                     GEOID18
 EL0453  DYNAMIC HEIGHT  -        229.437 (meters)      752.74  (feet) COMP
 EL0453  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 EL0453
 EL0453  VERT ORDER      -  SECOND    CLASS 0
 EL0453
 EL0453.The horizontal coordinates were scaled from a map and have
 EL0453.an estimated accuracy of +/- 6 seconds.
 EL0453
 EL0453.The orthometric height was determined by differential leveling and
 EL0453.adjusted by the NATIONAL GEODETIC SURVEY
 EL0453.in June 1991.
 EL0453
 EL0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0453.GEOID18 height accuracy estimate available here.
 EL0453
 EL0453.Click photographs - Photos may exist for this station.
 EL0453
 EL0453.The dynamic height is computed by dividing the NAVD 88
 EL0453.geopotential number by the normal gravity value computed on the
 EL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0453.degrees latitude (g = 980.6199 gals.).
 EL0453
 EL0453.The modeled gravity was interpolated from observed gravity values.
 EL0453
 EL0453;                    North         East    Units  Estimated Accuracy
 EL0453;SPC OK S     -   117,070.      688,280.      MT  (+/- 180 meters Scaled)
 EL0453
 EL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD801065(NAD 83)
 EL0453
 EL0453                          SUPERSEDED SURVEY CONTROL
 EL0453
 EL0453  NGVD 29 (??/??/92)  229.613  (m)          753.32   (f) ADJ UNCH    2 0
 EL0453
 EL0453.Superseded values are not recommended for survey control.
 EL0453
 EL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0453.See file dsdata.pdf to determine how the superseded data were derived.
 EL0453
 EL0453_MARKER: DB = BENCH MARK DISK
 EL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0453_STAMPING: T 39 1934
 EL0453_MARK LOGO: CGS
 EL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0453+STABILITY: SURFACE MOTION
 EL0453
 EL0453  HISTORY     - Date     Condition        Report By
 EL0453  HISTORY     - 1934     MONUMENTED       CGS
 EL0453  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0453
 EL0453                          STATION DESCRIPTION
 EL0453
 EL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0453'1.3 MI S FROM DOUGHERTY.
 EL0453'1.3 MILES SOUTH OF DOUGHERTY G.C. AND S.F DEPOT.  WHERE SWITCH
 EL0453'GOES TO SAND WASHER NEAR GULF COLORADO AND SANTA FE RR PUMPHOUSE.
 EL0453'100 FEET SOUTH OF BRIDGE 468 A.  30 FEET EAST OF TRACK.
 EL0453
 EL0453                          STATION RECOVERY (1965)
 EL0453
 EL0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0250 ***********************************************************************
 FH0250  DESIGNATION -  T 4
 FH0250  PID         -  FH0250
 FH0250  STATE/COUNTY-  OK/LE FLORE
 FH0250  COUNTRY     -  US
 FH0250  USGS QUAD   -  PANAMA (2018)
 FH0250
 FH0250                         *CURRENT SURVEY CONTROL
 FH0250  ______________________________________________________________________
 FH0250* NAD 83(1986) POSITION- 35 11 20.     (N) 094 39 41.     (W)   SCALED
 FH0250* NAVD 88 ORTHO HEIGHT -   135.400 (meters)      444.22  (feet) ADJUSTED
 FH0250  ______________________________________________________________________
 FH0250  GEOID HEIGHT    -        -30.988 (meters)                     GEOID18
 FH0250  DYNAMIC HEIGHT  -        135.267 (meters)      443.79  (feet) COMP
 FH0250  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FH0250
 FH0250  VERT ORDER      -  FIRST     CLASS II
 FH0250
 FH0250.The horizontal coordinates were scaled from a map and have
 FH0250.an estimated accuracy of +/- 6 seconds.
 FH0250
 FH0250.The orthometric height was determined by differential leveling and
 FH0250.adjusted by the NATIONAL GEODETIC SURVEY
 FH0250.in June 1991.
 FH0250
 FH0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0250.GEOID18 height accuracy estimate available here.
 FH0250
 FH0250.Click photographs - Photos may exist for this station.
 FH0250
 FH0250.The dynamic height is computed by dividing the NAVD 88
 FH0250.geopotential number by the normal gravity value computed on the
 FH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0250.degrees latitude (g = 980.6199 gals.).
 FH0250
 FH0250.The modeled gravity was interpolated from observed gravity values.
 FH0250
 FH0250;                    North         East    Units  Estimated Accuracy
 FH0250;SPC OK S     -   210,860.      904,020.      MT  (+/- 180 meters Scaled)
 FH0250
 FH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU487952(NAD 83)
 FH0250
 FH0250                          SUPERSEDED SURVEY CONTROL
 FH0250
 FH0250  NGVD 29 (??/??/92)  135.297  (m)          443.89   (f) ADJ UNCH    1 2
 FH0250
 FH0250.Superseded values are not recommended for survey control.
 FH0250
 FH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0250.See file dsdata.pdf to determine how the superseded data were derived.
 FH0250
 FH0250_MARKER: DB = BENCH MARK DISK
 FH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0250_STAMPING: 443.887 T 4 1933
 FH0250_MARK LOGO: CGS
 FH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0250+STABILITY: SURFACE MOTION
 FH0250
 FH0250  HISTORY     - Date     Condition        Report By
 FH0250  HISTORY     - 1933     MONUMENTED       CGS
 FH0250  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0250  HISTORY     - 1967     MARK NOT FOUND   USGS
 FH0250
 FH0250                          STATION DESCRIPTION
 FH0250
 FH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0250'4 MI S FROM SPIRO.
 FH0250'4.0 MILES SOUTH ALONG THE ABANDONED KANSAS CITY SOUTHERN RAILWAY
 FH0250'FROM SPIRO, LE FLORE COUNTY, AT COAL CREEK, 100 FEET NORTH OF
 FH0250'THE ABANDONED STATION, AT THE JUNCTION OF THE ABANDONED FORT
 FH0250'SMITH AND WESTERN RAILWAY, AND 40 FEET EAST OF THE OLD ROADBED,
 FH0250'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK MAY HAVE
 FH0250'BEEN DESTROYED WHEN COAL CREEK STATION WAS REMOVED.
 FH0250
 FH0250                          STATION RECOVERY (1967)
 FH0250
 FH0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FH0250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0415 ***********************************************************************
 FJ0415  DESIGNATION -  T 41
 FJ0415  PID         -  FJ0415
 FJ0415  STATE/COUNTY-  OK/GRADY
 FJ0415  COUNTRY     -  US
 FJ0415  USGS QUAD   -  CHICKASHA (2018)
 FJ0415
 FJ0415                         *CURRENT SURVEY CONTROL
 FJ0415  ______________________________________________________________________
 FJ0415* NAD 83(1986) POSITION- 35 00 46.     (N) 097 55 29.     (W)   SCALED
 FJ0415* NAVD 88 ORTHO HEIGHT -   345.779 (meters)     1134.44  (feet) ADJUSTED
 FJ0415  ______________________________________________________________________
 FJ0415  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 FJ0415  DYNAMIC HEIGHT  -        345.438 (meters)     1133.32  (feet) COMP
 FJ0415  MODELED GRAVITY -    979,638.6   (mgal)                       NAVD 88
 FJ0415
 FJ0415  VERT ORDER      -  FIRST     CLASS II
 FJ0415
 FJ0415.The horizontal coordinates were scaled from a map and have
 FJ0415.an estimated accuracy of +/- 6 seconds.
 FJ0415
 FJ0415.The orthometric height was determined by differential leveling and
 FJ0415.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0415.in June 1991.
 FJ0415
 FJ0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0415.GEOID18 height accuracy estimate available here.
 FJ0415
 FJ0415.Click photographs - Photos may exist for this station.
 FJ0415
 FJ0415.The dynamic height is computed by dividing the NAVD 88
 FJ0415.geopotential number by the normal gravity value computed on the
 FJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0415.degrees latitude (g = 980.6199 gals.).
 FJ0415
 FJ0415.The modeled gravity was interpolated from observed gravity values.
 FJ0415
 FJ0415;                    North         East    Units  Estimated Accuracy
 FJ0415;SPC OK S     -   186,300.      606,870.      MT  (+/- 180 meters Scaled)
 FJ0415
 FJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND981749(NAD 83)
 FJ0415
 FJ0415                          SUPERSEDED SURVEY CONTROL
 FJ0415
 FJ0415  NGVD 29 (??/??/92)  345.676  (m)         1134.11   (f) ADJ UNCH    1 2
 FJ0415
 FJ0415.Superseded values are not recommended for survey control.
 FJ0415
 FJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0415.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0415
 FJ0415_MARKER: DB = BENCH MARK DISK
 FJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0415_STAMPING: T 41 1934
 FJ0415_MARK LOGO: CGS
 FJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0415+STABILITY: SURFACE MOTION
 FJ0415
 FJ0415  HISTORY     - Date     Condition        Report By
 FJ0415  HISTORY     - 1934     MONUMENTED       CGS
 FJ0415  HISTORY     - 1953     GOOD             CGS
 FJ0415  HISTORY     - 1986     GOOD             NGS
 FJ0415
 FJ0415                          STATION DESCRIPTION
 FJ0415
 FJ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0415'2.8 MI S FROM CHICKASHA.
 FJ0415'2.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0415'FROM THE STATION AT CHICKASHA, 3 1/2 POLES SOUTH OF MILEPOST
 FJ0415'439, AT THE NORTH END OF A CUT, 95 FEET WEST OF THE WEST RAIL,
 FJ0415'8 FEET WEST OF A NORTH AND SOUTH FENCE, 1.5 FEET NORTH OF A WITNESS
 FJ0415'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 FJ0415'ABOVE THE GROUND.
 FJ0415
 FJ0415                          STATION RECOVERY (1986)
 FJ0415
 FJ0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0415'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM (2.6 MI)
 FJ0415'SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 FJ0415'CHICKASHA, THENCE 0.9 KM (0.55 MI) EAST ALONG COUNTRY CLUB ROAD,
 FJ0415'THENCE 0.4 KM (0.25 MI) SOUTH ALONG THE OKLAHOMA KANSAS TEXAS
 FJ0415'RAILROAD.  DELETE--1.5 FEET NORTH OF A WITNESS POST.  ADD--10.7 M
 FJ0415'(35.1 FT) NORTHEAST OF A FENCE CORNER, AND 7.3 M (24.0 FT) EAST OF THE
 FJ0415'CENTER OF A DRIVEWAY.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0322 ***********************************************************************
 EL0322  DESIGNATION -  T 42
 EL0322  PID         -  EL0322
 EL0322  STATE/COUNTY-  OK/GARVIN
 EL0322  COUNTRY     -  US
 EL0322  USGS QUAD   -  PAOLI (2018)
 EL0322
 EL0322                         *CURRENT SURVEY CONTROL
 EL0322  ______________________________________________________________________
 EL0322* NAD 83(1986) POSITION- 34 47 44.     (N) 097 21 16.     (W)   SCALED
 EL0322* NAVD 88 ORTHO HEIGHT -   282.379 (meters)      926.44  (feet) ADJUSTED
 EL0322  ______________________________________________________________________
 EL0322  GEOID HEIGHT    -        -25.703 (meters)                     GEOID18
 EL0322  DYNAMIC HEIGHT  -        282.103 (meters)      925.53  (feet) COMP
 EL0322  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 EL0322
 EL0322  VERT ORDER      -  SECOND    CLASS 0
 EL0322
 EL0322.The horizontal coordinates were scaled from a map and have
 EL0322.an estimated accuracy of +/- 6 seconds.
 EL0322
 EL0322.The orthometric height was determined by differential leveling and
 EL0322.adjusted by the NATIONAL GEODETIC SURVEY
 EL0322.in June 1991.
 EL0322
 EL0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0322.GEOID18 height accuracy estimate available here.
 EL0322
 EL0322.Click photographs - Photos may exist for this station.
 EL0322
 EL0322.The dynamic height is computed by dividing the NAVD 88
 EL0322.geopotential number by the normal gravity value computed on the
 EL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0322.degrees latitude (g = 980.6199 gals.).
 EL0322
 EL0322.The modeled gravity was interpolated from observed gravity values.
 EL0322
 EL0322;                    North         East    Units  Estimated Accuracy
 EL0322;SPC OK S     -   162,380.      659,070.      MT  (+/- 180 meters Scaled)
 EL0322
 EL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD505516(NAD 83)
 EL0322
 EL0322                          SUPERSEDED SURVEY CONTROL
 EL0322
 EL0322  NGVD 29 (??/??/92)  282.302  (m)          926.19   (f) ADJ UNCH    2 0
 EL0322
 EL0322.Superseded values are not recommended for survey control.
 EL0322
 EL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0322.See file dsdata.pdf to determine how the superseded data were derived.
 EL0322
 EL0322_MARKER: DB = BENCH MARK DISK
 EL0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0322_SP_SET: BRIDGE
 EL0322_STAMPING: T 42 1934
 EL0322_MARK LOGO: CGS
 EL0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0322
 EL0322  HISTORY     - Date     Condition        Report By
 EL0322  HISTORY     - 1934     MONUMENTED       CGS
 EL0322  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0322
 EL0322                          STATION DESCRIPTION
 EL0322
 EL0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0322'3.5 MI SE FROM MAYSVILLE.
 EL0322'3.5 MILES SOUTHEAST OF A.T. AND S.F. RR. STATION AT MAYSVILLE.
 EL0322'84 FEET SOUTH OF ATCHISON TOPEKA AND SANTA FE RAILWAY BRIDGE 8A.
 EL0322'ON NORTHEAST CORNER OF WINGWALL OF OKLAHOMA STATE HIGHWAY 19,
 EL0322'CONCRETE BRIDGE.
 EL0322
 EL0322                          STATION RECOVERY (2018)
 EL0322
 EL0322'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0471 ***********************************************************************
 EL0471  DESIGNATION -  T 43
 EL0471  PID         -  EL0471
 EL0471  STATE/COUNTY-  OK/JEFFERSON
 EL0471  COUNTRY     -  US
 EL0471  USGS QUAD   -  RYAN (2019)
 EL0471
 EL0471                         *CURRENT SURVEY CONTROL
 EL0471  ______________________________________________________________________
 EL0471* NAD 83(1986) POSITION- 34 00 54.     (N) 097 57 48.     (W)   SCALED
 EL0471* NAVD 88 ORTHO HEIGHT -   254.156 (meters)      833.84  (feet) ADJUSTED
 EL0471  ______________________________________________________________________
 EL0471  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 EL0471  DYNAMIC HEIGHT  -        253.887 (meters)      832.96  (feet) COMP
 EL0471  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 EL0471
 EL0471  VERT ORDER      -  FIRST     CLASS II
 EL0471
 EL0471.The horizontal coordinates were scaled from a map and have
 EL0471.an estimated accuracy of +/- 6 seconds.
 EL0471
 EL0471.The orthometric height was determined by differential leveling and
 EL0471.adjusted by the NATIONAL GEODETIC SURVEY
 EL0471.in June 1991.
 EL0471
 EL0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0471.GEOID18 height accuracy estimate available here.
 EL0471
 EL0471.Click photographs - Photos may exist for this station.
 EL0471
 EL0471.The dynamic height is computed by dividing the NAVD 88
 EL0471.geopotential number by the normal gravity value computed on the
 EL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0471.degrees latitude (g = 980.6199 gals.).
 EL0471
 EL0471.The modeled gravity was interpolated from observed gravity values.
 EL0471
 EL0471;                    North         East    Units  Estimated Accuracy
 EL0471;SPC OK S     -    75,610.      603,390.      MT  (+/- 180 meters Scaled)
 EL0471
 EL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC957643(NAD 83)
 EL0471
 EL0471                          SUPERSEDED SURVEY CONTROL
 EL0471
 EL0471  NGVD 29 (??/??/92)  254.054  (m)          833.51   (f) ADJ UNCH    1 2
 EL0471
 EL0471.Superseded values are not recommended for survey control.
 EL0471
 EL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0471.See file dsdata.pdf to determine how the superseded data were derived.
 EL0471
 EL0471_MARKER: DB = BENCH MARK DISK
 EL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0471_STAMPING: T 43 1934
 EL0471_MARK LOGO: CGS
 EL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0471+STABILITY: SURFACE MOTION
 EL0471
 EL0471  HISTORY     - Date     Condition        Report By
 EL0471  HISTORY     - 1934     MONUMENTED       CGS
 EL0471  HISTORY     - 1963     GOOD
 EL0471  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0471  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EL0471
 EL0471                          STATION DESCRIPTION
 EL0471
 EL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0471'AT RYAN.
 EL0471'300 FEET NORTH OF NORTH END OF CHICAGO ROCK ISLAND AND PACIFIC
 EL0471'RAILWAY STATION AT RYAN.  250 FEET SOUTHEAST OF MILE POLE 510/20.
 EL0471'60 FEET NORTHWEST OF SECTION FORMANS HOUSE.  60 FEET EAST OF EAST
 EL0471'TRAIL OF MAIN TRACK.
 EL0471
 EL0471                          STATION RECOVERY (1963)
 EL0471
 EL0471'RECOVERED 1963
 EL0471'RECOVERED IN GOOD CONDITION.
 EL0471
 EL0471                          STATION RECOVERY (1986)
 EL0471
 EL0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0471'MARK NOT FOUND.
 EL0471
 EL0471                          STATION RECOVERY (1987)
 EL0471
 EL0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (WE)
 EL0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0345 ***********************************************************************
 EL0345  DESIGNATION -  T 44
 EL0345  PID         -  EL0345
 EL0345  STATE/COUNTY-  OK/GARVIN
 EL0345  COUNTRY     -  US
 EL0345  USGS QUAD   -  BYARS (2018)
 EL0345
 EL0345                         *CURRENT SURVEY CONTROL
 EL0345  ______________________________________________________________________
 EL0345* NAD 83(1986) POSITION- 34 50 55.     (N) 097 05 08.     (W)   SCALED
 EL0345* NAVD 88 ORTHO HEIGHT -   288.643 (meters)      946.99  (feet) ADJUSTED
 EL0345  ______________________________________________________________________
 EL0345  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 EL0345  DYNAMIC HEIGHT  -        288.362 (meters)      946.07  (feet) COMP
 EL0345  MODELED GRAVITY -    979,651.8   (mgal)                       NAVD 88
 EL0345
 EL0345  VERT ORDER      -  SECOND    CLASS 0
 EL0345
 EL0345.The horizontal coordinates were scaled from a map and have
 EL0345.an estimated accuracy of +/- 6 seconds.
 EL0345
 EL0345.The orthometric height was determined by differential leveling and
 EL0345.adjusted by the NATIONAL GEODETIC SURVEY
 EL0345.in June 1991.
 EL0345
 EL0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0345.GEOID18 height accuracy estimate available here.
 EL0345
 EL0345.Click photographs - Photos may exist for this station.
 EL0345
 EL0345.The dynamic height is computed by dividing the NAVD 88
 EL0345.geopotential number by the normal gravity value computed on the
 EL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0345.degrees latitude (g = 980.6199 gals.).
 EL0345
 EL0345.The modeled gravity was interpolated from observed gravity values.
 EL0345
 EL0345;                    North         East    Units  Estimated Accuracy
 EL0345;SPC OK S     -   168,460.      683,630.      MT  (+/- 180 meters Scaled)
 EL0345
 EL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD750579(NAD 83)
 EL0345
 EL0345                          SUPERSEDED SURVEY CONTROL
 EL0345
 EL0345  NGVD 29 (??/??/92)  288.561  (m)          946.72   (f) ADJ UNCH    2 0
 EL0345
 EL0345.Superseded values are not recommended for survey control.
 EL0345
 EL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0345.See file dsdata.pdf to determine how the superseded data were derived.
 EL0345
 EL0345_MARKER: DB = BENCH MARK DISK
 EL0345_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0345_STAMPING: T 44 1934
 EL0345_MARK LOGO: CGS
 EL0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0345
 EL0345  HISTORY     - Date     Condition        Report By
 EL0345  HISTORY     - 1934     MONUMENTED       CGS
 EL0345
 EL0345                          STATION DESCRIPTION
 EL0345
 EL0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0345'2.6 MI SW FROM BYARS.
 EL0345'2.6 MILES SOUTHWEST OF A-T AND SF RR. STATION, AT BYARS.
 EL0345'SET IN THE TOP OF A LIMESTONE ATCHISON-TOPEKA AND SANTA FE
 EL0345'RAILROAD MILE POST 172.  0.7 MILE SOUTHWEST OF GARVIN AND
 EL0345'MC CLAIN COUNTY LINE, ON THE ATCHISON-TOPEKA AND SANTA FE
 EL0345'RAILROAD RIGHT-OF-WAY.  288 FEET NORTH OF RAILWAY BRIDGE 172 A.
 EL0345'24 FEET NORTHWEST OF THE NEAREST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0280 ***********************************************************************
 EL0280  DESIGNATION -  T 45
 EL0280  PID         -  EL0280
 EL0280  STATE/COUNTY-  OK/COAL
 EL0280  COUNTRY     -  US
 EL0280  USGS QUAD   -  STONEWALL (2018)
 EL0280
 EL0280                         *CURRENT SURVEY CONTROL
 EL0280  ______________________________________________________________________
 EL0280* NAD 83(1986) POSITION- 34 38 07.     (N) 096 30 43.     (W)   SCALED
 EL0280* NAVD 88 ORTHO HEIGHT -   205.112 (meters)      672.94  (feet) ADJUSTED
 EL0280  ______________________________________________________________________
 EL0280  GEOID HEIGHT    -        -26.695 (meters)                     GEOID18
 EL0280  DYNAMIC HEIGHT  -        204.911 (meters)      672.28  (feet) COMP
 EL0280  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 EL0280
 EL0280  VERT ORDER      -  SECOND    CLASS 0
 EL0280
 EL0280.The horizontal coordinates were scaled from a map and have
 EL0280.an estimated accuracy of +/- 6 seconds.
 EL0280
 EL0280.The orthometric height was determined by differential leveling and
 EL0280.adjusted by the NATIONAL GEODETIC SURVEY
 EL0280.in June 1991.
 EL0280
 EL0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0280.GEOID18 height accuracy estimate available here.
 EL0280
 EL0280.Click photographs - Photos may exist for this station.
 EL0280
 EL0280.The dynamic height is computed by dividing the NAVD 88
 EL0280.geopotential number by the normal gravity value computed on the
 EL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0280.degrees latitude (g = 980.6199 gals.).
 EL0280
 EL0280.The modeled gravity was interpolated from observed gravity values.
 EL0280
 EL0280;                    North         East    Units  Estimated Accuracy
 EL0280;SPC OK S     -   145,420.      736,430.      MT  (+/- 180 meters Scaled)
 EL0280
 EL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD280354(NAD 83)
 EL0280
 EL0280                          SUPERSEDED SURVEY CONTROL
 EL0280
 EL0280  NGVD 29 (??/??/92)  205.037  (m)          672.69   (f) ADJ UNCH    2 0
 EL0280
 EL0280.Superseded values are not recommended for survey control.
 EL0280
 EL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0280.See file dsdata.pdf to determine how the superseded data were derived.
 EL0280
 EL0280_MARKER: DB = BENCH MARK DISK
 EL0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0280_STAMPING: T 45 1934
 EL0280_MARK LOGO: CGS
 EL0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0280+STABILITY: SURFACE MOTION
 EL0280
 EL0280  HISTORY     - Date     Condition        Report By
 EL0280  HISTORY     - 1934     MONUMENTED       CGS
 EL0280  HISTORY     - 20180328 MARK NOT FOUND   OKDOT
 EL0280
 EL0280                          STATION DESCRIPTION
 EL0280
 EL0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0280'1.3 MI SE FROM STONEWALL.
 EL0280'1.3 MILES SOUTHEAST OF A-T AND SF RR. STATION AT PONTOTOC.  300
 EL0280'FEET NORTHWEST OF MILE POST 23.  56 FEET SOUTH OF THE NEAREST
 EL0280'RAIL OF THE ATCHSON-TOPEKA AND SANTA FE RAILWAY.  36 FEET EAST
 EL0280'OF THE CENTER LINE OF THE COLE AND PONTOTOC COUNTY LINE ROAD.
 EL0280'SET ON THE RIGHT-OF-WAY LINE.
 EL0280
 EL0280                          STATION RECOVERY (2018)
 EL0280
 EL0280'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DMM)
 EL0280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0459 ***********************************************************************
 GH0459  DESIGNATION -  T 46
 GH0459  PID         -  GH0459
 GH0459  STATE/COUNTY-  OK/GARFIELD
 GH0459  COUNTRY     -  US
 GH0459  USGS QUAD   -  COVINGTON (2018)
 GH0459
 GH0459                         *CURRENT SURVEY CONTROL
 GH0459  ______________________________________________________________________
 GH0459* NAD 83(1986) POSITION- 36 16 34.     (N) 097 30 45.     (W)   SCALED
 GH0459* NAVD 88 ORTHO HEIGHT -   363.064 (meters)     1191.15  (feet) ADJUSTED
 GH0459  ______________________________________________________________________
 GH0459  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 GH0459  DYNAMIC HEIGHT  -        362.738 (meters)     1190.08  (feet) COMP
 GH0459  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 GH0459
 GH0459  VERT ORDER      -  SECOND    CLASS 0
 GH0459
 GH0459.The horizontal coordinates were scaled from a map and have
 GH0459.an estimated accuracy of +/- 6 seconds.
 GH0459
 GH0459.The orthometric height was determined by differential leveling and
 GH0459.adjusted by the NATIONAL GEODETIC SURVEY
 GH0459.in June 1991.
 GH0459
 GH0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0459.GEOID18 height accuracy estimate available here.
 GH0459
 GH0459.Click photographs - Photos may exist for this station.
 GH0459
 GH0459.The dynamic height is computed by dividing the NAVD 88
 GH0459.geopotential number by the normal gravity value computed on the
 GH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0459.degrees latitude (g = 980.6199 gals.).
 GH0459
 GH0459.The modeled gravity was interpolated from observed gravity values.
 GH0459
 GH0459;                    North         East    Units  Estimated Accuracy
 GH0459;SPC OK N     -   141,700.      643,800.      MT  (+/- 180 meters Scaled)
 GH0459
 GH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF336156(NAD 83)
 GH0459
 GH0459                          SUPERSEDED SURVEY CONTROL
 GH0459
 GH0459  NGVD 29 (??/??/92)  362.921  (m)         1190.68   (f) ADJ UNCH    2 0
 GH0459
 GH0459.Superseded values are not recommended for survey control.
 GH0459
 GH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0459.See file dsdata.pdf to determine how the superseded data were derived.
 GH0459
 GH0459_MARKER: DB = BENCH MARK DISK
 GH0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0459_STAMPING: T 46 1934
 GH0459_MARK LOGO: CGS
 GH0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0459+STABILITY: SURFACE MOTION
 GH0459
 GH0459  HISTORY     - Date     Condition        Report By
 GH0459  HISTORY     - 1934     MONUMENTED       CGS
 GH0459
 GH0459                          STATION DESCRIPTION
 GH0459
 GH0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0459'11.9 MI E FROM FAIRMONT.
 GH0459'AT HAYWARD, GARFIELD COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 GH0459'RAILWAY, 300 FEET EAST OF THE STATION, 168 FEET WEST OF MILEPOST
 GH0459'522, AND 57 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 GH0459'A STANDARD DISK, STAMPED T 46 1934 AND SET IN THE TOP OF A
 GH0459'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0124 ***********************************************************************
 GH0124  DESIGNATION -  T 47
 GH0124  PID         -  GH0124
 GH0124  STATE/COUNTY-  OK/PAWNEE
 GH0124  COUNTRY     -  US
 GH0124  USGS QUAD   -  PAWNEE (2018)
 GH0124
 GH0124                         *CURRENT SURVEY CONTROL
 GH0124  ______________________________________________________________________
 GH0124* NAD 83(1986) POSITION- 36 20 25.49   (N) 096 48 16.81   (W)   HD_HELD1
 GH0124* NAVD 88 ORTHO HEIGHT -   255.736 (meters)      839.03  (feet) ADJUSTED
 GH0124  ______________________________________________________________________
 GH0124  GEOID HEIGHT    -        -28.486 (meters)                     GEOID18
 GH0124  DYNAMIC HEIGHT  -        255.512 (meters)      838.29  (feet) COMP
 GH0124  MODELED GRAVITY -    979,752.5   (mgal)                       NAVD 88
 GH0124
 GH0124  VERT ORDER      -  SECOND    CLASS 0
 GH0124
 GH0124.The horizontal coordinates were determined by differentially corrected
 GH0124.hand held GPS observations or other comparable positioning techniques
 GH0124.and have an estimated accuracy of +/- 3 meters.
 GH0124
 GH0124.The orthometric height was determined by differential leveling and
 GH0124.adjusted by the NATIONAL GEODETIC SURVEY
 GH0124.in June 1991.
 GH0124
 GH0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0124.GEOID18 height accuracy estimate available here.
 GH0124
 GH0124.Click photographs - Photos may exist for this station.
 GH0124
 GH0124.The dynamic height is computed by dividing the NAVD 88
 GH0124.geopotential number by the normal gravity value computed on the
 GH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0124.degrees latitude (g = 980.6199 gals.).
 GH0124
 GH0124.The modeled gravity was interpolated from observed gravity values.
 GH0124
 GH0124;                    North         East    Units  Estimated Accuracy
 GH0124;SPC OK N     -   149,384.2     707,302.2     MT  (+/- 3 meters HH1 GPS) 
 GH0124
 GH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9702023943(NAD 83)
 GH0124
 GH0124                          SUPERSEDED SURVEY CONTROL
 GH0124
 GH0124  NGVD 29 (??/??/92)  255.628  (m)          838.67   (f) ADJ UNCH    2 0
 GH0124
 GH0124.Superseded values are not recommended for survey control.
 GH0124
 GH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0124.See file dsdata.pdf to determine how the superseded data were derived.
 GH0124
 GH0124_MARKER: DB = BENCH MARK DISK
 GH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0124_STAMPING: T 47 1934
 GH0124_MARK LOGO: CGS
 GH0124_PROJECTION: PROJECTING 20 CENTIMETERS
 GH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0124+STABILITY: SURFACE MOTION
 GH0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0124+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH0124
 GH0124  HISTORY     - Date     Condition        Report By
 GH0124  HISTORY     - 1934     MONUMENTED       CGS
 GH0124  HISTORY     - 20220209 GOOD             OKDOT
 GH0124
 GH0124                          STATION DESCRIPTION
 GH0124
 GH0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0124'AT PAWNEE.
 GH0124'AT PAWNEE, PAWNEE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 GH0124'60 FEET NORTH OF THE STATION, 2 FEET SOUTH OF MILEPOST 478,
 GH0124'82 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PAWNEE MERCANTILE
 GH0124'CO. WAREHOUSE, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 GH0124'A STANDARD DISK, STAMPED T 47 1934 AND SET IN THE TOP OF A
 GH0124'CONCRETE POST.
 GH0124
 GH0124                          STATION RECOVERY (2022)
 GH0124
 GH0124'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0124'CONCRETE POST IS STARTING TO DETERIORATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0079 ***********************************************************************
 GH0079  DESIGNATION -  T 48
 GH0079  PID         -  GH0079
 GH0079  STATE/COUNTY-  OK/TULSA
 GH0079  COUNTRY     -  US
 GH0079  USGS QUAD   -  SAND SPRINGS (2018)
 GH0079
 GH0079                         *CURRENT SURVEY CONTROL
 GH0079  ______________________________________________________________________
 GH0079* NAD 83(1986) POSITION- 36 08 04.86   (N) 096 01 45.46   (W)   HD_HELD1
 GH0079* NAVD 88 ORTHO HEIGHT -   195.464 (meters)      641.28  (feet) ADJUSTED
 GH0079  ______________________________________________________________________
 GH0079  GEOID HEIGHT    -        -28.842 (meters)                     GEOID18
 GH0079  DYNAMIC HEIGHT  -        195.294 (meters)      640.73  (feet) COMP
 GH0079  MODELED GRAVITY -    979,757.6   (mgal)                       NAVD 88
 GH0079
 GH0079  VERT ORDER      -  SECOND    CLASS 0
 GH0079
 GH0079.The horizontal coordinates were determined by differentially corrected
 GH0079.hand held GPS observations or other comparable positioning techniques
 GH0079.and have an estimated accuracy of +/- 3 meters.
 GH0079
 GH0079.The orthometric height was determined by differential leveling and
 GH0079.adjusted by the NATIONAL GEODETIC SURVEY
 GH0079.in June 1991.
 GH0079
 GH0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0079.GEOID18 height accuracy estimate available here.
 GH0079
 GH0079.Click photographs - Photos may exist for this station.
 GH0079
 GH0079.The dynamic height is computed by dividing the NAVD 88
 GH0079.geopotential number by the normal gravity value computed on the
 GH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0079.degrees latitude (g = 980.6199 gals.).
 GH0079
 GH0079.The modeled gravity was interpolated from observed gravity values.
 GH0079
 GH0079;                    North         East    Units  Estimated Accuracy
 GH0079;SPC OK N     -   127,696.4     777,361.6     MT  (+/- 3 meters HH1 GPS) 
 GH0079
 GH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6732302975(NAD 83)
 GH0079
 GH0079                          SUPERSEDED SURVEY CONTROL
 GH0079
 GH0079  NGVD 29 (??/??/92)  195.348  (m)          640.90   (f) ADJ UNCH    2 0
 GH0079
 GH0079.Superseded values are not recommended for survey control.
 GH0079
 GH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0079.See file dsdata.pdf to determine how the superseded data were derived.
 GH0079
 GH0079_MARKER: DB = BENCH MARK DISK
 GH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0079_STAMPING: T 48 1934
 GH0079_MARK LOGO: CGS
 GH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0079+STABILITY: SURFACE MOTION
 GH0079
 GH0079  HISTORY     - Date     Condition        Report By
 GH0079  HISTORY     - 1934     MONUMENTED       CGS
 GH0079
 GH0079                          STATION DESCRIPTION
 GH0079
 GH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0079'3 MI W FROM TULSA.
 GH0079'3.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0079'UNION STATION AT TULSA, TULSA COUNTY, 320 FEET SOUTHEAST OF
 GH0079'A SMALL FARMHOUSE, AT A ROAD CROSSING, 30 FEET EAST OF THE
 GH0079'NORTH-AND-SOUTH SECTION-LINE ROAD, 36 FEET SOUTH OF THE CENTERLINE
 GH0079'OF THE TRACK, AND 18 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 GH0079'A STANDARD DISK, STAMPED T 48 1934 AND SET IN THE TOP OF A
 GH0079'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0138 ***********************************************************************
 GH0138  DESIGNATION -  T 49
 GH0138  PID         -  GH0138
 GH0138  STATE/COUNTY-  OK/PAYNE
 GH0138  COUNTRY     -  US
 GH0138  USGS QUAD   -  YALE (2018)
 GH0138
 GH0138                         *CURRENT SURVEY CONTROL
 GH0138  ______________________________________________________________________
 GH0138* NAD 83(1986) POSITION- 36 01 44.     (N) 096 44 24.     (W)   SCALED
 GH0138* NAVD 88 ORTHO HEIGHT -   256.867 (meters)      842.74  (feet) ADJUSTED
 GH0138  ______________________________________________________________________
 GH0138  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 GH0138  DYNAMIC HEIGHT  -        256.639 (meters)      841.99  (feet) COMP
 GH0138  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 GH0138
 GH0138  VERT ORDER      -  SECOND    CLASS 0
 GH0138
 GH0138.The horizontal coordinates were scaled from a map and have
 GH0138.an estimated accuracy of +/- 6 seconds.
 GH0138
 GH0138.The orthometric height was determined by differential leveling and
 GH0138.adjusted by the NATIONAL GEODETIC SURVEY
 GH0138.in June 1991.
 GH0138
 GH0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0138.GEOID18 height accuracy estimate available here.
 GH0138
 GH0138.Click photographs - Photos may exist for this station.
 GH0138
 GH0138.The dynamic height is computed by dividing the NAVD 88
 GH0138.geopotential number by the normal gravity value computed on the
 GH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0138.degrees latitude (g = 980.6199 gals.).
 GH0138
 GH0138.The modeled gravity was interpolated from observed gravity values.
 GH0138
 GH0138;                    North         East    Units  Estimated Accuracy
 GH0138;SPC OK N     -   114,900.      713,560.      MT  (+/- 180 meters Scaled)
 GH0138
 GH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE036895(NAD 83)
 GH0138
 GH0138                          SUPERSEDED SURVEY CONTROL
 GH0138
 GH0138  NGVD 29 (??/??/92)  256.769  (m)          842.42   (f) ADJ UNCH    2 0
 GH0138
 GH0138.Superseded values are not recommended for survey control.
 GH0138
 GH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0138.See file dsdata.pdf to determine how the superseded data were derived.
 GH0138
 GH0138_MARKER: DB = BENCH MARK DISK
 GH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0138_STAMPING: T 49 1934
 GH0138_MARK LOGO: CGS
 GH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0138+STABILITY: SURFACE MOTION
 GH0138
 GH0138  HISTORY     - Date     Condition        Report By
 GH0138  HISTORY     - 1934     MONUMENTED       CGS
 GH0138  HISTORY     - 1942     GOOD             CGS
 GH0138
 GH0138                          STATION DESCRIPTION
 GH0138
 GH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0138'4.2 MI N FROM CUSHING.
 GH0138'4.2 MILES NORTH OF AT AND SF RR DEPOT, AT CUSHING 182 FEET
 GH0138'SOUTHEAST OF CULVERT 78A.  41 FEET SOUTH OF EAST AND WEST
 GH0138'SECTION LINE ROAD.  50 FEET EAST OF THE CENTERLINE OF ATCHISON
 GH0138'TOPEKA AND SANTA FE RAILROAD.  2 FEET SOUTHWEST OF THE FENCE
 GH0138'CORNER.
 GH0138
 GH0138                          STATION RECOVERY (1942)
 GH0138
 GH0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 GH0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0183 ***********************************************************************
 GH0183  DESIGNATION -  T 50
 GH0183  PID         -  GH0183
 GH0183  STATE/COUNTY-  OK/OSAGE
 GH0183  COUNTRY     -  US
 GH0183  USGS QUAD   -  BURBANK (2018)
 GH0183
 GH0183                         *CURRENT SURVEY CONTROL
 GH0183  ______________________________________________________________________
 GH0183* NAD 83(1986) POSITION- 36 41 54.     (N) 096 43 32.     (W)   SCALED
 GH0183* NAVD 88 ORTHO HEIGHT -   285.438 (meters)      936.47  (feet) ADJUSTED
 GH0183  ______________________________________________________________________
 GH0183  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 GH0183  DYNAMIC HEIGHT  -        285.195 (meters)      935.68  (feet) COMP
 GH0183  MODELED GRAVITY -    979,773.6   (mgal)                       NAVD 88
 GH0183
 GH0183  VERT ORDER      -  SECOND    CLASS 0
 GH0183
 GH0183.The horizontal coordinates were scaled from a map and have
 GH0183.an estimated accuracy of +/- 6 seconds.
 GH0183
 GH0183.The orthometric height was determined by differential leveling and
 GH0183.adjusted by the NATIONAL GEODETIC SURVEY
 GH0183.in June 1991.
 GH0183
 GH0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0183.GEOID18 height accuracy estimate available here.
 GH0183
 GH0183.Click photographs - Photos may exist for this station.
 GH0183
 GH0183.The dynamic height is computed by dividing the NAVD 88
 GH0183.geopotential number by the normal gravity value computed on the
 GH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0183.degrees latitude (g = 980.6199 gals.).
 GH0183
 GH0183.The modeled gravity was interpolated from observed gravity values.
 GH0183
 GH0183;                    North         East    Units  Estimated Accuracy
 GH0183;SPC OK N     -   189,190.      713,880.      MT  (+/- 180 meters Scaled)
 GH0183
 GH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF031638(NAD 83)
 GH0183
 GH0183                          SUPERSEDED SURVEY CONTROL
 GH0183
 GH0183  NGVD 29 (??/??/92)  285.323  (m)          936.10   (f) ADJ UNCH    2 0
 GH0183
 GH0183.Superseded values are not recommended for survey control.
 GH0183
 GH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0183.See file dsdata.pdf to determine how the superseded data were derived.
 GH0183
 GH0183_MARKER: DB = BENCH MARK DISK
 GH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0183_STAMPING: 936.097 T 50 1934
 GH0183_MARK LOGO: CGS
 GH0183_PROJECTION: PROJECTING 10 CENTIMETERS
 GH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0183+STABILITY: SURFACE MOTION
 GH0183
 GH0183  HISTORY     - Date     Condition        Report By
 GH0183  HISTORY     - 1934     MONUMENTED       CGS
 GH0183  HISTORY     - 1940     GOOD             CGS
 GH0183  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0183
 GH0183                          STATION DESCRIPTION
 GH0183
 GH0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0183'AT BURBANK.
 GH0183'AT BURBANK, OSAGE COUNTY, ABOUT 373 FEET NORTHWEST OF THE
 GH0183'NORTHWEST END OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 GH0183'2.1 FEET SOUTHEAST OF THE THIRD POLE NORTHWEST OF THE STATION,
 GH0183'AND 23.7 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK.
 GH0183'A STANDARD DISK, STAMPED 936.097 T 50 1934 AND SET IN THE
 GH0183'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 GH0183
 GH0183                          STATION RECOVERY (1940)
 GH0183
 GH0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0183'RECOVERED IN GOOD CONDITION.
 GH0183
 GH0183                          STATION RECOVERY (1976)
 GH0183
 GH0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0221 ***********************************************************************
 EL0221  DESIGNATION -  T 56
 EL0221  PID         -  EL0221
 EL0221  STATE/COUNTY-  OK/MURRAY
 EL0221  COUNTRY     -  US
 EL0221  USGS QUAD   -  ROFF SOUTH (2018)
 EL0221
 EL0221                         *CURRENT SURVEY CONTROL
 EL0221  ______________________________________________________________________
 EL0221* NAD 83(1986) POSITION- 34 31 24.     (N) 096 51 29.     (W)   SCALED
 EL0221* NAVD 88 ORTHO HEIGHT -   377.116 (meters)     1237.25  (feet) ADJUSTED
 EL0221  ______________________________________________________________________
 EL0221  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 EL0221  DYNAMIC HEIGHT  -        376.742 (meters)     1236.03  (feet) COMP
 EL0221  MODELED GRAVITY -    979,631.1   (mgal)                       NAVD 88
 EL0221
 EL0221  VERT ORDER      -  SECOND    CLASS 0
 EL0221
 EL0221.The horizontal coordinates were scaled from a map and have
 EL0221.an estimated accuracy of +/- 6 seconds.
 EL0221
 EL0221.The orthometric height was determined by differential leveling and
 EL0221.adjusted by the NATIONAL GEODETIC SURVEY
 EL0221.in June 1991.
 EL0221
 EL0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0221.GEOID18 height accuracy estimate available here.
 EL0221
 EL0221.Click photographs - Photos may exist for this station.
 EL0221
 EL0221.The dynamic height is computed by dividing the NAVD 88
 EL0221.geopotential number by the normal gravity value computed on the
 EL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0221.degrees latitude (g = 980.6199 gals.).
 EL0221
 EL0221.The modeled gravity was interpolated from observed gravity values.
 EL0221
 EL0221;                    North         East    Units  Estimated Accuracy
 EL0221;SPC OK S     -   132,590.      704,840.      MT  (+/- 180 meters Scaled)
 EL0221
 EL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD965222(NAD 83)
 EL0221
 EL0221                          SUPERSEDED SURVEY CONTROL
 EL0221
 EL0221  NGVD 29 (??/??/92)  377.025  (m)         1236.96   (f) ADJ UNCH    2 0
 EL0221
 EL0221.Superseded values are not recommended for survey control.
 EL0221
 EL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0221.See file dsdata.pdf to determine how the superseded data were derived.
 EL0221
 EL0221_MARKER: DB = BENCH MARK DISK
 EL0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0221_STAMPING: T 56 1934
 EL0221_MARK LOGO: CGS
 EL0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0221+STABILITY: SURFACE MOTION
 EL0221
 EL0221  HISTORY     - Date     Condition        Report By
 EL0221  HISTORY     - 1934     MONUMENTED       CGS
 EL0221
 EL0221                          STATION DESCRIPTION
 EL0221
 EL0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0221'AT SCULLIN.
 EL0221'AT SCULLIN 0.4 MILE NORTH OF SAINT LOUIS AND SAN FRANCISCO RAILWAY
 EL0221'STATION, AT SCULLIN.  0.1 MILE NORTH, OF NORTH LEG OF JUNCTION,
 EL0221'OF SULPHUR SPUR LINE.  93 FEET EAST OF NEAREST RAIL OF SAINT
 EL0221'LOUIS AND SAN FRANCISCO RAILWAY MAIN TRACK.  54 FT EAST OF MILE
 EL0221'POLE 570/25.  ON RAILROAD PROPERTY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0246 ***********************************************************************
 EL0246  DESIGNATION -  T 57 RESET
 EL0246  PID         -  EL0246
 EL0246  STATE/COUNTY-  OK/SEMINOLE
 EL0246  COUNTRY     -  US
 EL0246  USGS QUAD   -  SASAKWA (2018)
 EL0246
 EL0246                         *CURRENT SURVEY CONTROL
 EL0246  ______________________________________________________________________
 EL0246* NAD 83(1986) POSITION- 34 56 56.     (N) 096 31 30.     (W)   SCALED
 EL0246* NAVD 88 ORTHO HEIGHT -   255.96  (meters)      839.8   (feet) RESET
 EL0246  ______________________________________________________________________
 EL0246  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 EL0246  VERT ORDER      -  THIRD
 EL0246
 EL0246.The horizontal coordinates were scaled from a map and have
 EL0246.an estimated accuracy of +/- 6 seconds.
 EL0246
 EL0246.The orthometric height was computed from unverified reset data.
 EL0246
 EL0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0246.GEOID18 height accuracy estimate available here.
 EL0246
 EL0246.Click photographs - Photos may exist for this station.
 EL0246
 EL0246;                    North         East    Units  Estimated Accuracy
 EL0246;SPC OK S     -   180,190.      734,720.      MT  (+/- 180 meters Scaled)
 EL0246
 EL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD260701(NAD 83)
 EL0246
 EL0246                          SUPERSEDED SURVEY CONTROL
 EL0246
 EL0246.No superseded survey control is available for this station.
 EL0246
 EL0246_MARKER: DB = BENCH MARK DISK
 EL0246_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EL0246_SP_SET: PORCH
 EL0246_STAMPING: T 57 RESET 1963
 EL0246_MARK LOGO: CGS
 EL0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0246
 EL0246  HISTORY     - Date     Condition        Report By
 EL0246  HISTORY     - 1963     MONUMENTED       CGS
 EL0246  HISTORY     - 1964     GOOD             CGS
 EL0246  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0246
 EL0246                          STATION DESCRIPTION
 EL0246
 EL0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EL0246'AT SASAKWA, OKLAHOMA, SEMINOLE COUNTY, 109 FEET EAST AND 32.5
 EL0246'FEET NORTH OF THE INTERSECTION OF THE ST. LOUIS-SAN FRANCISCO
 EL0246'RAILWAY AND OKLAHOMA STATE HIGHWAY NO. 56, AND SET IN THE CONCRETE
 EL0246'PORCH OF DONERS STORE.
 EL0246
 EL0246                          STATION RECOVERY (2017)
 EL0246
 EL0246'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0125 ***********************************************************************
 FJ0125  DESIGNATION -  T 58
 FJ0125  PID         -  FJ0125
 FJ0125  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0125  COUNTRY     -  US
 FJ0125  USGS QUAD   -  BROOKSVILLE (2018)
 FJ0125
 FJ0125                         *CURRENT SURVEY CONTROL
 FJ0125  ______________________________________________________________________
 FJ0125* NAD 83(1986) POSITION- 35 14 47.     (N) 096 58 01.     (W)   SCALED
 FJ0125* NAVD 88 ORTHO HEIGHT -   313.276 (meters)     1027.81  (feet) ADJUSTED
 FJ0125  ______________________________________________________________________
 FJ0125  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 FJ0125  DYNAMIC HEIGHT  -        312.976 (meters)     1026.82  (feet) COMP
 FJ0125  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 FJ0125
 FJ0125  VERT ORDER      -  SECOND    CLASS 0
 FJ0125
 FJ0125.The horizontal coordinates were scaled from a map and have
 FJ0125.an estimated accuracy of +/- 6 seconds.
 FJ0125
 FJ0125.The orthometric height was determined by differential leveling and
 FJ0125.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0125.in June 1991.
 FJ0125
 FJ0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0125.GEOID18 height accuracy estimate available here.
 FJ0125
 FJ0125.Click photographs - Photos may exist for this station.
 FJ0125
 FJ0125.The dynamic height is computed by dividing the NAVD 88
 FJ0125.geopotential number by the normal gravity value computed on the
 FJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0125.degrees latitude (g = 980.6199 gals.).
 FJ0125
 FJ0125.The modeled gravity was interpolated from observed gravity values.
 FJ0125
 FJ0125;                    North         East    Units  Estimated Accuracy
 FJ0125;SPC OK S     -   212,690.      694,020.      MT  (+/- 180 meters Scaled)
 FJ0125
 FJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE849022(NAD 83)
 FJ0125
 FJ0125                          SUPERSEDED SURVEY CONTROL
 FJ0125
 FJ0125  NGVD 29 (??/??/92)  313.189  (m)         1027.52   (f) ADJ UNCH    2 0
 FJ0125
 FJ0125.Superseded values are not recommended for survey control.
 FJ0125
 FJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0125.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0125
 FJ0125_MARKER: DB = BENCH MARK DISK
 FJ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0125_STAMPING: T 58 1934
 FJ0125_MARK LOGO: CGS
 FJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0125+STABILITY: SURFACE MOTION
 FJ0125
 FJ0125  HISTORY     - Date     Condition        Report By
 FJ0125  HISTORY     - 1934     MONUMENTED       CGS
 FJ0125  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0125
 FJ0125                          STATION DESCRIPTION
 FJ0125
 FJ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0125'1.7 MI SW FROM TECUMSEH.
 FJ0125'ABOUT 1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 FJ0125'FE RAILWAY FROM THE STATION AT TECUMSEH, POTTAWATOMIE COUNTY,
 FJ0125'ABOUT 180 FEET NORTHEAST OF CULVERT 139 D, ABOUT 30 FEET NORTH
 FJ0125'OF THE CENTER LINE OF A SECTION-LINE ROAD, 42 FEET SOUTHEAST OF
 FJ0125'THE EAST RAIL, AND INSIDE OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 FJ0125'DISK, STAMPED T 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0125
 FJ0125                          STATION RECOVERY (1971)
 FJ0125
 FJ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0034 ***********************************************************************
 FJ0034  DESIGNATION -  T 6
 FJ0034  PID         -  FJ0034
 FJ0034  STATE/COUNTY-  OK/OKFUSKEE
 FJ0034  COUNTRY     -  US
 FJ0034  USGS QUAD   -  DUSTIN (2018)
 FJ0034
 FJ0034                         *CURRENT SURVEY CONTROL
 FJ0034  ______________________________________________________________________
 FJ0034* NAD 83(1986) POSITION- 35 18 26.76   (N) 096 02 26.55   (W)   HD_HELD1
 FJ0034* NAVD 88 ORTHO HEIGHT -   203.912 (meters)      669.00  (feet) ADJUSTED
 FJ0034  ______________________________________________________________________
 FJ0034  GEOID HEIGHT    -        -29.060 (meters)                     GEOID18
 FJ0034  DYNAMIC HEIGHT  -        203.716 (meters)      668.36  (feet) COMP
 FJ0034  MODELED GRAVITY -    979,671.7   (mgal)                       NAVD 88
 FJ0034
 FJ0034  VERT ORDER      -  FIRST     CLASS II
 FJ0034
 FJ0034.The horizontal coordinates were determined by differentially corrected
 FJ0034.hand held GPS observations or other comparable positioning techniques
 FJ0034.and have an estimated accuracy of +/- 3 meters.
 FJ0034
 FJ0034.The orthometric height was determined by differential leveling and
 FJ0034.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0034.in June 1991.
 FJ0034
 FJ0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0034.GEOID18 height accuracy estimate available here.
 FJ0034
 FJ0034.Click photographs - Photos may exist for this station.
 FJ0034
 FJ0034.The dynamic height is computed by dividing the NAVD 88
 FJ0034.geopotential number by the normal gravity value computed on the
 FJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0034.degrees latitude (g = 980.6199 gals.).
 FJ0034
 FJ0034.The modeled gravity was interpolated from observed gravity values.
 FJ0034
 FJ0034;                    North         East    Units  Estimated Accuracy
 FJ0034;SPC OK N     -    35,909.2     778,186.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0034
 FJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6906611155(NAD 83)
 FJ0034
 FJ0034                          SUPERSEDED SURVEY CONTROL
 FJ0034
 FJ0034  NGVD 29 (??/??/92)  203.802  (m)          668.64   (f) ADJ UNCH    1 2
 FJ0034
 FJ0034.Superseded values are not recommended for survey control.
 FJ0034
 FJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0034.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0034
 FJ0034_MARKER: DB = BENCH MARK DISK
 FJ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0034_STAMPING: 668.640 T 6 1933
 FJ0034_MARK LOGO: CGS
 FJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0034+STABILITY: SURFACE MOTION
 FJ0034
 FJ0034  HISTORY     - Date     Condition        Report By
 FJ0034  HISTORY     - 1933     MONUMENTED       CGS
 FJ0034  HISTORY     - 1940     GOOD             CGS
 FJ0034
 FJ0034                          STATION DESCRIPTION
 FJ0034
 FJ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0034'2.7 MI NW FROM DUSTIN.
 FJ0034'2.7 MILES N.W. OF DUSTIN, ON THE FT. S. AND W.R.R., MILE POLE NO
 FJ0034'111 PLUS 10 POLES, .8 OF A MILE W. OF THE CROSSING OF THE FT.
 FJ0034'S. AND W.R.R. AND THE K.O.G. R.R., AND 40 FEET N.E. OF THE
 FJ0034'RAILROAD.  A STANDARD DISK SET IN A CONCRETE POST.
 FJ0034
 FJ0034                          STATION RECOVERY (1940)
 FJ0034
 FJ0034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 FJ0034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0678 ***********************************************************************
 FH0678  DESIGNATION -  T 60
 FH0678  PID         -  FH0678
 FH0678  STATE/COUNTY-  OK/MCINTOSH
 FH0678  COUNTRY     -  US
 FH0678  USGS QUAD   -  CHECOTAH (2018)
 FH0678
 FH0678                         *CURRENT SURVEY CONTROL
 FH0678  ______________________________________________________________________
 FH0678* NAD 83(1986) POSITION- 35 23 30.     (N) 095 33 31.     (W)   SCALED
 FH0678* NAVD 88 ORTHO HEIGHT -   209.107 (meters)      686.05  (feet) ADJUSTED
 FH0678  ______________________________________________________________________
 FH0678  GEOID HEIGHT    -        -29.866 (meters)                     GEOID18
 FH0678  DYNAMIC HEIGHT  -        208.909 (meters)      685.40  (feet) COMP
 FH0678  MODELED GRAVITY -    979,683.6   (mgal)                       NAVD 88
 FH0678
 FH0678  VERT ORDER      -  SECOND    CLASS 0
 FH0678
 FH0678.The horizontal coordinates were scaled from a map and have
 FH0678.an estimated accuracy of +/- 6 seconds.
 FH0678
 FH0678.The orthometric height was determined by differential leveling and
 FH0678.adjusted by the NATIONAL GEODETIC SURVEY
 FH0678.in June 1991.
 FH0678
 FH0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0678.GEOID18 height accuracy estimate available here.
 FH0678
 FH0678.Click photographs - Photos may exist for this station.
 FH0678
 FH0678.The dynamic height is computed by dividing the NAVD 88
 FH0678.geopotential number by the normal gravity value computed on the
 FH0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0678.degrees latitude (g = 980.6199 gals.).
 FH0678
 FH0678.The modeled gravity was interpolated from observed gravity values.
 FH0678
 FH0678;                    North         East    Units  Estimated Accuracy
 FH0678;SPC OK S     -   231,010.      821,790.      MT  (+/- 180 meters Scaled)
 FH0678
 FH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV676194(NAD 83)
 FH0678
 FH0678                          SUPERSEDED SURVEY CONTROL
 FH0678
 FH0678  NGVD 29 (??/??/92)  209.002  (m)          685.70   (f) ADJ UNCH    2 0
 FH0678
 FH0678.Superseded values are not recommended for survey control.
 FH0678
 FH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0678.See file dsdata.pdf to determine how the superseded data were derived.
 FH0678
 FH0678_MARKER: DB = BENCH MARK DISK
 FH0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0678_STAMPING: T 60 1934
 FH0678_MARK LOGO: CGS
 FH0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0678+STABILITY: SURFACE MOTION
 FH0678
 FH0678  HISTORY     - Date     Condition        Report By
 FH0678  HISTORY     - 1934     MONUMENTED       CGS
 FH0678  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0678  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0678
 FH0678                          STATION DESCRIPTION
 FH0678
 FH0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0678'5.8 MI S FROM CHECOTAH.
 FH0678'0.4 MILE NORTH OF MILEPOST 531.  60 FEET WEST OF NEAREST RAIL OF
 FH0678'MISSOURI-KANSAS-TEXAS RAILROAD TRACK.  47 FEET NORTH OF THE
 FH0678'CENTERLINE OF SECTION LINE ROAD, INSIDE OF RAILWAY PROPERTY
 FH0678'FENCE LINE.
 FH0678
 FH0678                          STATION RECOVERY (1960)
 FH0678
 FH0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0678'MARK NOT FOUND.
 FH0678
 FH0678                          STATION RECOVERY (1984)
 FH0678
 FH0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0678'NOT RECOVERED, PROBABLY TAKEN OUT WHEN THE NEW RAILROAD BED WAS BUILT,
 FH0678'FENCE LINE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0473 ***********************************************************************
 FH0473  DESIGNATION -  T 61
 FH0473  PID         -  FH0473
 FH0473  STATE/COUNTY-  OK/WAGONER
 FH0473  COUNTRY     -  US
 FH0473  USGS QUAD   -  WAGONER WEST (2018)
 FH0473
 FH0473                         *CURRENT SURVEY CONTROL
 FH0473  ______________________________________________________________________
 FH0473* NAD 83(1986) POSITION- 35 59 21.     (N) 095 22 54.     (W)   SCALED
 FH0473* NAVD 88 ORTHO HEIGHT -   177.387 (meters)      581.98  (feet) ADJUSTED
 FH0473  ______________________________________________________________________
 FH0473  GEOID HEIGHT    -        -29.269 (meters)                     GEOID18
 FH0473  DYNAMIC HEIGHT  -        177.230 (meters)      581.46  (feet) COMP
 FH0473  MODELED GRAVITY -    979,744.3   (mgal)                       NAVD 88
 FH0473
 FH0473  VERT ORDER      -  SECOND    CLASS 0
 FH0473
 FH0473.The horizontal coordinates were scaled from a map and have
 FH0473.an estimated accuracy of +/- 6 seconds.
 FH0473
 FH0473.The orthometric height was determined by differential leveling and
 FH0473.adjusted by the NATIONAL GEODETIC SURVEY
 FH0473.in June 1991.
 FH0473
 FH0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0473.GEOID18 height accuracy estimate available here.
 FH0473
 FH0473.Click photographs - Photos may exist for this station.
 FH0473
 FH0473.The dynamic height is computed by dividing the NAVD 88
 FH0473.geopotential number by the normal gravity value computed on the
 FH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0473.degrees latitude (g = 980.6199 gals.).
 FH0473
 FH0473.The modeled gravity was interpolated from observed gravity values.
 FH0473
 FH0473;                    North         East    Units  Estimated Accuracy
 FH0473;SPC OK N     -   112,930.      836,070.      MT  (+/- 180 meters Scaled)
 FH0473
 FH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV852853(NAD 83)
 FH0473
 FH0473                          SUPERSEDED SURVEY CONTROL
 FH0473
 FH0473  NGVD 29 (??/??/92)  177.275  (m)          581.61   (f) ADJ UNCH    2 0
 FH0473
 FH0473.Superseded values are not recommended for survey control.
 FH0473
 FH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0473.See file dsdata.pdf to determine how the superseded data were derived.
 FH0473
 FH0473_MARKER: DB = BENCH MARK DISK
 FH0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0473_STAMPING: T 61 1934
 FH0473_MARK LOGO: CGS
 FH0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0473+STABILITY: SURFACE MOTION
 FH0473
 FH0473  HISTORY     - Date     Condition        Report By
 FH0473  HISTORY     - 1934     MONUMENTED       CGS
 FH0473  HISTORY     - 1973     POOR             USGS
 FH0473
 FH0473                          STATION DESCRIPTION
 FH0473
 FH0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0473'2.3 MI N FROM WAGONER.
 FH0473'2.3 MILES NORTH OF WAGONER M.K. AND T.RR. STATION 45 FEET
 FH0473'WEST OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.
 FH0473'27 FEET SOUTHEAST OF MILE POST 486.
 FH0473
 FH0473                          STATION RECOVERY (1973)
 FH0473
 FH0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FH0473'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0288 ***********************************************************************
 GG0288  DESIGNATION -  T 62
 GG0288  PID         -  GG0288
 GG0288  STATE/COUNTY-  OK/CRAIG
 GG0288  COUNTRY     -  US
 GG0288  USGS QUAD   -  BIG CABIN (2019)
 GG0288
 GG0288                         *CURRENT SURVEY CONTROL
 GG0288  ______________________________________________________________________
 GG0288* NAD 83(1986) POSITION- 36 32 32.     (N) 095 13 15.     (W)   SCALED
 GG0288* NAVD 88 ORTHO HEIGHT -   218.374 (meters)      716.45  (feet) ADJUSTED
 GG0288  ______________________________________________________________________
 GG0288  GEOID HEIGHT    -        -29.272 (meters)                     GEOID18
 GG0288  DYNAMIC HEIGHT  -        218.190 (meters)      715.85  (feet) COMP
 GG0288  MODELED GRAVITY -    979,786.3   (mgal)                       NAVD 88
 GG0288
 GG0288  VERT ORDER      -  SECOND    CLASS 0
 GG0288
 GG0288.The horizontal coordinates were scaled from a map and have
 GG0288.an estimated accuracy of +/- 6 seconds.
 GG0288
 GG0288.The orthometric height was determined by differential leveling and
 GG0288.adjusted by the NATIONAL GEODETIC SURVEY
 GG0288.in June 1991.
 GG0288
 GG0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0288.GEOID18 height accuracy estimate available here.
 GG0288
 GG0288.Click photographs - Photos may exist for this station.
 GG0288
 GG0288.The dynamic height is computed by dividing the NAVD 88
 GG0288.geopotential number by the normal gravity value computed on the
 GG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0288.degrees latitude (g = 980.6199 gals.).
 GG0288
 GG0288.The modeled gravity was interpolated from observed gravity values.
 GG0288
 GG0288;                    North         East    Units  Estimated Accuracy
 GG0288;SPC OK N     -   174,680.      848,810.      MT  (+/- 180 meters Scaled)
 GG0288
 GG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA012463(NAD 83)
 GG0288
 GG0288                          SUPERSEDED SURVEY CONTROL
 GG0288
 GG0288  NGVD 29 (??/??/92)  218.256  (m)          716.06   (f) ADJ UNCH    2 0
 GG0288
 GG0288.Superseded values are not recommended for survey control.
 GG0288
 GG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0288.See file dsdata.pdf to determine how the superseded data were derived.
 GG0288
 GG0288_MARKER: DB = BENCH MARK DISK
 GG0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0288_STAMPING: T 62 1934
 GG0288_MARK LOGO: CGS
 GG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0288+STABILITY: SURFACE MOTION
 GG0288
 GG0288  HISTORY     - Date     Condition        Report By
 GG0288  HISTORY     - 1934     MONUMENTED       CGS
 GG0288
 GG0288                          STATION DESCRIPTION
 GG0288
 GG0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0288'0.4 MI N FROM BIG CABIN.
 GG0288'96 FEET NORTHEAST OF INTERSECTION OF MISSOURI-KANSAS AND
 GG0288'TEXAS MAIN TRACK WITH SECTION LINE ROAD.  0.4 MILE NORTH
 GG0288'OF BIG CABIN RAILWAY DEPOT.  INSIDE OF RAILWAY PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0365 ***********************************************************************
 GG0365  DESIGNATION -  T 63
 GG0365  PID         -  GG0365
 GG0365  STATE/COUNTY-  OK/MAYES
 GG0365  COUNTRY     -  US
 GG0365  USGS QUAD   -  SALINA (2019)
 GG0365
 GG0365                         *CURRENT SURVEY CONTROL
 GG0365  ______________________________________________________________________
 GG0365* NAD 83(1986) POSITION- 36 17 34.     (N) 095 09 02.     (W)   SCALED
 GG0365* NAVD 88 ORTHO HEIGHT -   196.815 (meters)      645.72  (feet) ADJUSTED
 GG0365  ______________________________________________________________________
 GG0365  GEOID HEIGHT    -        -29.058 (meters)                     GEOID18
 GG0365  DYNAMIC HEIGHT  -        196.647 (meters)      645.17  (feet) COMP
 GG0365  MODELED GRAVITY -    979,775.0   (mgal)                       NAVD 88
 GG0365
 GG0365  VERT ORDER      -  SECOND    CLASS 0
 GG0365
 GG0365.The horizontal coordinates were scaled from a map and have
 GG0365.an estimated accuracy of +/- 6 seconds.
 GG0365
 GG0365.The orthometric height was determined by differential leveling and
 GG0365.adjusted by the NATIONAL GEODETIC SURVEY
 GG0365.in June 1991.
 GG0365
 GG0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0365.GEOID18 height accuracy estimate available here.
 GG0365
 GG0365.Click photographs - Photos may exist for this station.
 GG0365
 GG0365.The dynamic height is computed by dividing the NAVD 88
 GG0365.geopotential number by the normal gravity value computed on the
 GG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0365.degrees latitude (g = 980.6199 gals.).
 GG0365
 GG0365.The modeled gravity was interpolated from observed gravity values.
 GG0365
 GG0365;                    North         East    Units  Estimated Accuracy
 GG0365;SPC OK N     -   147,190.      855,910.      MT  (+/- 180 meters Scaled)
 GG0365
 GG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA068185(NAD 83)
 GG0365
 GG0365                          SUPERSEDED SURVEY CONTROL
 GG0365
 GG0365  NGVD 29 (??/??/92)  196.701  (m)          645.34   (f) ADJ UNCH    2 0
 GG0365
 GG0365.Superseded values are not recommended for survey control.
 GG0365
 GG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0365.See file dsdata.pdf to determine how the superseded data were derived.
 GG0365
 GG0365_MARKER: DB = BENCH MARK DISK
 GG0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0365_STAMPING: T 63 1934
 GG0365_MARK LOGO: CGS
 GG0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0365+STABILITY: SURFACE MOTION
 GG0365
 GG0365  HISTORY     - Date     Condition        Report By
 GG0365  HISTORY     - 1934     MONUMENTED       CGS
 GG0365  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0365
 GG0365                          STATION DESCRIPTION
 GG0365
 GG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0365'AT SALINA.
 GG0365'AT SALINA, MAYES COUNTY, ON STATE HIGHWAY 20, 150 FEET NORTHEAST
 GG0365'OF THE NORTH ENTRANCE TO THE HIGH SCHOOL, 42 FEET WEST OF THE
 GG0365'NORTHEAST CORNER OF THE BUILDING, AND 48 FEET SOUTH OF THE
 GG0365'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 63 1934 AND
 GG0365'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE PRESENT HIGH SCHOOL
 GG0365'BUILDINGS HAVE BEEN ERECTED SINCE THE MARK WAS SET.  FROM ALL
 GG0365'INDICATIONS THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0562 ***********************************************************************
 EK0562  DESIGNATION -  T 63
 EK0562  PID         -  EK0562
 EK0562  STATE/COUNTY-  OK/PUSHMATAHA
 EK0562  COUNTRY     -  US
 EK0562  USGS QUAD   -  MOYERS (2019)
 EK0562
 EK0562                         *CURRENT SURVEY CONTROL
 EK0562  ______________________________________________________________________
 EK0562* NAD 83(1986) POSITION- 34 19 22.     (N) 095 38 16.     (W)   SCALED
 EK0562* NAVD 88 ORTHO HEIGHT -   151.165 (meters)      495.95  (feet) ADJUSTED
 EK0562  ______________________________________________________________________
 EK0562  GEOID HEIGHT    -        -30.340 (meters)                     GEOID18
 EK0562  DYNAMIC HEIGHT  -        151.000 (meters)      495.41  (feet) COMP
 EK0562  MODELED GRAVITY -    979,545.0   (mgal)                       NAVD 88
 EK0562
 EK0562  VERT ORDER      -  SECOND    CLASS 0
 EK0562
 EK0562.The horizontal coordinates were scaled from a map and have
 EK0562.an estimated accuracy of +/- 6 seconds.
 EK0562
 EK0562.The orthometric height was determined by differential leveling and
 EK0562.adjusted by the NATIONAL GEODETIC SURVEY
 EK0562.in June 1991.
 EK0562
 EK0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0562.GEOID18 height accuracy estimate available here.
 EK0562
 EK0562.Click photographs - Photos may exist for this station.
 EK0562
 EK0562.The dynamic height is computed by dividing the NAVD 88
 EK0562.geopotential number by the normal gravity value computed on the
 EK0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0562.degrees latitude (g = 980.6199 gals.).
 EK0562
 EK0562.The modeled gravity was interpolated from observed gravity values.
 EK0562
 EK0562;                    North         East    Units  Estimated Accuracy
 EK0562;SPC OK S     -   112,300.      817,370.      MT  (+/- 180 meters Scaled)
 EK0562
 EK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU573010(NAD 83)
 EK0562
 EK0562                          SUPERSEDED SURVEY CONTROL
 EK0562
 EK0562  NGVD 29 (??/??/92)  151.080  (m)          495.67   (f) ADJ UNCH    2 0
 EK0562
 EK0562.Superseded values are not recommended for survey control.
 EK0562
 EK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0562.See file dsdata.pdf to determine how the superseded data were derived.
 EK0562
 EK0562_MARKER: DB = BENCH MARK DISK
 EK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0562_STAMPING: T 63 1934
 EK0562_MARK LOGO: CGS
 EK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0562+STABILITY: SURFACE MOTION
 EK0562
 EK0562  HISTORY     - Date     Condition        Report By
 EK0562  HISTORY     - 1934     MONUMENTED       CGS
 EK0562
 EK0562                          STATION DESCRIPTION
 EK0562
 EK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0562'1.1 MI S FROM MOYERS.
 EK0562'1.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0562'THE STATION AT MOYERS, PUSHMATAHA COUNTY, ABOUT 10 FEET NORTHEAST
 EK0562'OF THE FIRST POLE NORTH OF THE THIRTIETH POLE SOUTH OF MILEPOST
 EK0562'534, AT THE CROSSING OF A THIRD CLASS ROAD, AND 30 FEET SOUTH
 EK0562'OF THE TRACK.  A STANDARD DISK, STAMPED T 63 1934 AND SET IN THE
 EK0562'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0371 ***********************************************************************
 DM0371  DESIGNATION -  T 64
 DM0371  PID         -  DM0371
 DM0371  STATE/COUNTY-  OK/MCCURTAIN
 DM0371  COUNTRY     -  US
 DM0371  USGS QUAD   -  MILLERTON (2019)
 DM0371
 DM0371                         *CURRENT SURVEY CONTROL
 DM0371  ______________________________________________________________________
 DM0371* NAD 83(1986) POSITION- 33 59 35.     (N) 095 03 07.     (W)   SCALED
 DM0371* NAVD 88 ORTHO HEIGHT -   145.815 (meters)      478.39  (feet) ADJUSTED
 DM0371  ______________________________________________________________________
 DM0371  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 DM0371  DYNAMIC HEIGHT  -        145.665 (meters)      477.90  (feet) COMP
 DM0371  MODELED GRAVITY -    979,604.4   (mgal)                       NAVD 88
 DM0371
 DM0371  VERT ORDER      -  FIRST     CLASS II
 DM0371
 DM0371.The horizontal coordinates were scaled from a map and have
 DM0371.an estimated accuracy of +/- 6 seconds.
 DM0371
 DM0371.The orthometric height was determined by differential leveling and
 DM0371.adjusted by the NATIONAL GEODETIC SURVEY
 DM0371.in June 1991.
 DM0371
 DM0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0371.GEOID18 height accuracy estimate available here.
 DM0371
 DM0371.Click photographs - Photos may exist for this station.
 DM0371
 DM0371.The dynamic height is computed by dividing the NAVD 88
 DM0371.geopotential number by the normal gravity value computed on the
 DM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0371.degrees latitude (g = 980.6199 gals.).
 DM0371
 DM0371.The modeled gravity was interpolated from observed gravity values.
 DM0371
 DM0371;                    North         East    Units  Estimated Accuracy
 DM0371;SPC OK S     -    77,160.      872,340.      MT  (+/- 180 meters Scaled)
 DM0371
 DM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT104632(NAD 83)
 DM0371
 DM0371                          SUPERSEDED SURVEY CONTROL
 DM0371
 DM0371  NGVD 29 (??/??/92)  145.782  (m)          478.29   (f) ADJ UNCH    1 2
 DM0371
 DM0371.Superseded values are not recommended for survey control.
 DM0371
 DM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0371.See file dsdata.pdf to determine how the superseded data were derived.
 DM0371
 DM0371_MARKER: DB = BENCH MARK DISK
 DM0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0371_STAMPING: T 64 1934
 DM0371_MARK LOGO: CGS
 DM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0371+STABILITY: SURFACE MOTION
 DM0371
 DM0371  HISTORY     - Date     Condition        Report By
 DM0371  HISTORY     - 1934     MONUMENTED       CGS
 DM0371  HISTORY     - 1944     GOOD             SLSFRR
 DM0371  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0371
 DM0371                          STATION DESCRIPTION
 DM0371
 DM0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0371'2.5 MI E FROM VALIANT.
 DM0371'2.5 MILE EAST OF VALIANT ST. L. AND S.F. RR DEPOT.  AT ST. LOUIS AND
 DM0371'SAN FRANCISCO RR CROSSING.  40 FEET NORTH OF THE RAILROAD TRACK IN
 DM0371'FENCE CORNER.  30 FEET EAST OF THE COUNTY ROAD.  SOUTH OF U.S. HIGHWAY
 DM0371'70.  50 FEET WEST OF THE TWENTY-SEVENTH POLE EAST OF MILEPOST, 586.
 DM0371
 DM0371                          STATION RECOVERY (1944)
 DM0371
 DM0371'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0371'RECOVERED IN GOOD CONDITION.
 DM0371
 DM0371                          STATION RECOVERY (1986)
 DM0371
 DM0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0314 ***********************************************************************
 GG0314  DESIGNATION -  T 64
 GG0314  PID         -  GG0314
 GG0314  STATE/COUNTY-  OK/CRAIG
 GG0314  COUNTRY     -  US
 GG0314  USGS QUAD   -  WELCH SOUTH (2019)
 GG0314
 GG0314                         *CURRENT SURVEY CONTROL
 GG0314  ______________________________________________________________________
 GG0314* NAD 83(1986) POSITION- 36 51 33.     (N) 095 05 18.     (W)   SCALED
 GG0314* NAVD 88 ORTHO HEIGHT -   245.686 (meters)      806.05  (feet) ADJUSTED
 GG0314  ______________________________________________________________________
 GG0314  GEOID HEIGHT    -        -29.481 (meters)                     GEOID18
 GG0314  DYNAMIC HEIGHT  -        245.486 (meters)      805.40  (feet) COMP
 GG0314  MODELED GRAVITY -    979,810.5   (mgal)                       NAVD 88
 GG0314
 GG0314  VERT ORDER      -  SECOND    CLASS 0
 GG0314
 GG0314.The horizontal coordinates were scaled from a map and have
 GG0314.an estimated accuracy of +/- 6 seconds.
 GG0314
 GG0314.The orthometric height was determined by differential leveling and
 GG0314.adjusted by the NATIONAL GEODETIC SURVEY
 GG0314.in June 1991.
 GG0314
 GG0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0314.GEOID18 height accuracy estimate available here.
 GG0314
 GG0314.Click photographs - Photos may exist for this station.
 GG0314
 GG0314.The dynamic height is computed by dividing the NAVD 88
 GG0314.geopotential number by the normal gravity value computed on the
 GG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0314.degrees latitude (g = 980.6199 gals.).
 GG0314
 GG0314.The modeled gravity was interpolated from observed gravity values.
 GG0314
 GG0314;                    North         East    Units  Estimated Accuracy
 GG0314;SPC OK N     -   210,180.      859,620.      MT  (+/- 180 meters Scaled)
 GG0314
 GG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA138812(NAD 83)
 GG0314
 GG0314                          SUPERSEDED SURVEY CONTROL
 GG0314
 GG0314  NGVD 29 (??/??/92)  245.571  (m)          805.68   (f) ADJ UNCH    2 0
 GG0314
 GG0314.Superseded values are not recommended for survey control.
 GG0314
 GG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0314.See file dsdata.pdf to determine how the superseded data were derived.
 GG0314
 GG0314_MARKER: DB = BENCH MARK DISK
 GG0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0314_STAMPING: T 64 1934
 GG0314_MARK LOGO: CGS
 GG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0314+STABILITY: SURFACE MOTION
 GG0314
 GG0314  HISTORY     - Date     Condition        Report By
 GG0314  HISTORY     - 1934     MONUMENTED       CGS
 GG0314  HISTORY     - 1971     MARK NOT FOUND   USGS
 GG0314  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0314
 GG0314                          STATION DESCRIPTION
 GG0314
 GG0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0314'1.1 MI S FROM WELCH.
 GG0314'0.3 MILE SOUTH OF MISSOURI-KANSAS AND TEXAS RAILWAY SEMAPHORE
 GG0314'422.  76 FEET EAST OF NEAREST RAIL OF MAIN TRACK.  40 FEET SOUTH
 GG0314'OF CENTER LINE OF SECTION LINE ROAD.
 GG0314
 GG0314                          STATION RECOVERY (1971)
 GG0314
 GG0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GG0314'MARK NOT FOUND.
 GG0314
 GG0314                          STATION RECOVERY (2016)
 GG0314
 GG0314'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0314'AREA IS DOZED NO EVIDENCE OF MONUMENT LOCATED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0572 ***********************************************************************
 EK0572  DESIGNATION -  T 65
 EK0572  PID         -  EK0572
 EK0572  STATE/COUNTY-  OK/PUSHMATAHA
 EK0572  COUNTRY     -  US
 EK0572  USGS QUAD   -  DUNBAR (2019)
 EK0572
 EK0572                         *CURRENT SURVEY CONTROL
 EK0572  ______________________________________________________________________
 EK0572* NAD 83(1986) POSITION- 34 27 12.     (N) 095 33 59.     (W)   SCALED
 EK0572* NAVD 88 ORTHO HEIGHT -   155.495 (meters)      510.15  (feet) ADJUSTED
 EK0572  ______________________________________________________________________
 EK0572  GEOID HEIGHT    -        -30.759 (meters)                     GEOID18
 EK0572  DYNAMIC HEIGHT  -        155.327 (meters)      509.60  (feet) COMP
 EK0572  MODELED GRAVITY -    979,551.0   (mgal)                       NAVD 88
 EK0572
 EK0572  VERT ORDER      -  SECOND    CLASS 0
 EK0572
 EK0572.The horizontal coordinates were scaled from a map and have
 EK0572.an estimated accuracy of +/- 6 seconds.
 EK0572
 EK0572.The orthometric height was determined by differential leveling and
 EK0572.adjusted by the NATIONAL GEODETIC SURVEY
 EK0572.in June 1991.
 EK0572
 EK0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0572.GEOID18 height accuracy estimate available here.
 EK0572
 EK0572.Click photographs - Photos may exist for this station.
 EK0572
 EK0572.The dynamic height is computed by dividing the NAVD 88
 EK0572.geopotential number by the normal gravity value computed on the
 EK0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0572.degrees latitude (g = 980.6199 gals.).
 EK0572
 EK0572.The modeled gravity was interpolated from observed gravity values.
 EK0572
 EK0572;                    North         East    Units  Estimated Accuracy
 EK0572;SPC OK S     -   126,930.      823,590.      MT  (+/- 180 meters Scaled)
 EK0572
 EK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU642154(NAD 83)
 EK0572
 EK0572                          SUPERSEDED SURVEY CONTROL
 EK0572
 EK0572  NGVD 29 (??/??/92)  155.408  (m)          509.87   (f) ADJ UNCH    2 0
 EK0572
 EK0572.Superseded values are not recommended for survey control.
 EK0572
 EK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0572.See file dsdata.pdf to determine how the superseded data were derived.
 EK0572
 EK0572_MARKER: DB = BENCH MARK DISK
 EK0572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0572_SP_SET: CULVERT HEADWALL
 EK0572_STAMPING: T 65 1934
 EK0572_MARK LOGO: CGS
 EK0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0572+STABILITY: SURFACE MOTION
 EK0572
 EK0572  HISTORY     - Date     Condition        Report By
 EK0572  HISTORY     - 1934     MONUMENTED       CGS
 EK0572  HISTORY     - 1960     GOOD             CGS
 EK0572
 EK0572                          STATION DESCRIPTION
 EK0572
 EK0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0572'AT DUNBAR.
 EK0572'AT THE SOUTH EDGE OF DUNBAR, PUSHMATAHA COUNTY, ON THE ST.
 EK0572'LOUIS-SAN FRANCISCO RAILWAY, ABOUT 3 POLES NORTH OF THE SWITCH
 EK0572'NEAR MILEPOST 523, IN THE TOP OF A CULVERT HEAD WALL, AND 20 FEET
 EK0572'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 EK0572'T 65 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0435 ***********************************************************************
 EK0435  DESIGNATION -  T 66
 EK0435  PID         -  EK0435
 EK0435  STATE/COUNTY-  OK/LE FLORE
 EK0435  COUNTRY     -  US
 EK0435  USGS QUAD   -  TALIHINA (2018)
 EK0435
 EK0435                         *CURRENT SURVEY CONTROL
 EK0435  ______________________________________________________________________
 EK0435* NAD 83(1986) POSITION- 34 50 00.93   (N) 095 03 34.17   (W)   HD_HELD1
 EK0435* NAVD 88 ORTHO HEIGHT -   197.193 (meters)      646.96  (feet) ADJUSTED
 EK0435  ______________________________________________________________________
 EK0435  GEOID HEIGHT    -        -31.656 (meters)                     GEOID18
 EK0435  DYNAMIC HEIGHT  -        196.986 (meters)      646.28  (feet) COMP
 EK0435  MODELED GRAVITY -    979,583.1   (mgal)                       NAVD 88
 EK0435
 EK0435  VERT ORDER      -  SECOND    CLASS 0
 EK0435
 EK0435.The horizontal coordinates were determined by differentially corrected
 EK0435.hand held GPS observations or other comparable positioning techniques
 EK0435.and have an estimated accuracy of +/- 3 meters.
 EK0435
 EK0435.The orthometric height was determined by differential leveling and
 EK0435.adjusted by the NATIONAL GEODETIC SURVEY
 EK0435.in June 1991.
 EK0435
 EK0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0435.GEOID18 height accuracy estimate available here.
 EK0435
 EK0435.Click photographs - Photos may exist for this station.
 EK0435
 EK0435.The dynamic height is computed by dividing the NAVD 88
 EK0435.geopotential number by the normal gravity value computed on the
 EK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0435.degrees latitude (g = 980.6199 gals.).
 EK0435
 EK0435.The modeled gravity was interpolated from observed gravity values.
 EK0435
 EK0435;                    North         East    Units  Estimated Accuracy
 EK0435;SPC OK S     -   170,332.2     868,923.2     MT  (+/- 3 meters HH1 GPS) 
 EK0435
 EK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1167456523(NAD 83)
 EK0435
 EK0435                          SUPERSEDED SURVEY CONTROL
 EK0435
 EK0435  NGVD 29 (??/??/92)  197.072  (m)          646.56   (f) ADJ UNCH    2 0
 EK0435
 EK0435.Superseded values are not recommended for survey control.
 EK0435
 EK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0435.See file dsdata.pdf to determine how the superseded data were derived.
 EK0435
 EK0435_MARKER: DB = BENCH MARK DISK
 EK0435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EK0435_SP_SET: TOWER BASE
 EK0435_STAMPING: T 66 1934
 EK0435_MARK LOGO: CGS
 EK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0435+STABILITY: SURFACE MOTION
 EK0435
 EK0435  HISTORY     - Date     Condition        Report By
 EK0435  HISTORY     - 1934     MONUMENTED       CGS
 EK0435  HISTORY     - 1959     GOOD             CGS
 EK0435
 EK0435                          STATION DESCRIPTION
 EK0435
 EK0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0435'AT BENGAL.
 EK0435'AT BENGAL, LATIMER COUNTY, ABOUT 120 FEET NORTH OF THE ST.
 EK0435'LOUIS-SAN FRANCISCO RAILWAY STATION, SIGNBOARD, ABOUT 3 POLES
 EK0435'NORTH OF THE TWENTIETH POLE SOUTH OF MILEPOST 475, AT THE MAIL
 EK0435'CRANE STOP, IN THE TOP OF THE CONCRETE BASE OF THE OLD TOWER,
 EK0435'AND 10 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED T 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0261 ***********************************************************************
 FH0261  DESIGNATION -  T 67
 FH0261  PID         -  FH0261
 FH0261  STATE/COUNTY-  OK/SEQUOYAH
 FH0261  COUNTRY     -  US
 FH0261  USGS QUAD   -  MULDROW SW (2018)
 FH0261
 FH0261                         *CURRENT SURVEY CONTROL
 FH0261  ______________________________________________________________________
 FH0261* NAD 83(1986) POSITION- 35 19 58.     (N) 094 38 06.     (W)   SCALED
 FH0261* NAVD 88 ORTHO HEIGHT -   143.346 (meters)      470.29  (feet) ADJUSTED
 FH0261  ______________________________________________________________________
 FH0261  GEOID HEIGHT    -        -30.464 (meters)                     GEOID18
 FH0261  DYNAMIC HEIGHT  -        143.209 (meters)      469.84  (feet) COMP
 FH0261  MODELED GRAVITY -    979,680.0   (mgal)                       NAVD 88
 FH0261
 FH0261  VERT ORDER      -  SECOND    CLASS 0
 FH0261
 FH0261.The horizontal coordinates were scaled from a map and have
 FH0261.an estimated accuracy of +/- 6 seconds.
 FH0261
 FH0261.The orthometric height was determined by differential leveling and
 FH0261.adjusted by the NATIONAL GEODETIC SURVEY
 FH0261.in June 1991.
 FH0261
 FH0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0261.GEOID18 height accuracy estimate available here.
 FH0261
 FH0261.Click photographs - Photos may exist for this station.
 FH0261
 FH0261.The dynamic height is computed by dividing the NAVD 88
 FH0261.geopotential number by the normal gravity value computed on the
 FH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0261.degrees latitude (g = 980.6199 gals.).
 FH0261
 FH0261.The modeled gravity was interpolated from observed gravity values.
 FH0261
 FH0261;                    North         East    Units  Estimated Accuracy
 FH0261;SPC OK N     -    42,230.      905,890.      MT  (+/- 180 meters Scaled)
 FH0261
 FH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV514111(NAD 83)
 FH0261
 FH0261                          SUPERSEDED SURVEY CONTROL
 FH0261
 FH0261  NGVD 29 (??/??/92)  143.259  (m)          470.01   (f) ADJ UNCH    2 0
 FH0261
 FH0261.Superseded values are not recommended for survey control.
 FH0261
 FH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0261.See file dsdata.pdf to determine how the superseded data were derived.
 FH0261
 FH0261_MARKER: DB = BENCH MARK DISK
 FH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0261_STAMPING: T 67 1934
 FH0261_MARK LOGO: CGS
 FH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0261+STABILITY: SURFACE MOTION
 FH0261
 FH0261  HISTORY     - Date     Condition        Report By
 FH0261  HISTORY     - 1934     MONUMENTED       CGS
 FH0261  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0261
 FH0261                          STATION DESCRIPTION
 FH0261
 FH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0261'4.7 MI S FROM GANS.
 FH0261'4.7 MILES SOUTH OF GANS K.C.S. RR DEPOT.  6 POLES SOUTH OF
 FH0261'MILEPOST 304 AT KANSAS CITY SOUTHERN RAILROAD CROSSING.  70
 FH0261'FEET EAST OF THE TRACK, 20 FEET SOUTH OF THE CENTERLINE OF THE
 FH0261'CROSSING.  400 FEET SOUTH OF MEETING HOUSE.
 FH0261
 FH0261                          STATION RECOVERY (1959)
 FH0261
 FH0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0364 ***********************************************************************
 FH0364  DESIGNATION -  T 68
 FH0364  PID         -  FH0364
 FH0364  STATE/COUNTY-  OK/SEQUOYAH
 FH0364  COUNTRY     -  US
 FH0364  USGS QUAD   -  MARBLE CITY (2018)
 FH0364
 FH0364                         *CURRENT SURVEY CONTROL
 FH0364  ______________________________________________________________________
 FH0364* NAD 83(1986) POSITION- 35 34 43.     (N) 094 49 21.     (W)   SCALED
 FH0364* NAVD 88 ORTHO HEIGHT -   191.633 (meters)      628.72  (feet) ADJUSTED
 FH0364  ______________________________________________________________________
 FH0364  GEOID HEIGHT    -        -29.518 (meters)                     GEOID18
 FH0364  DYNAMIC HEIGHT  -        191.456 (meters)      628.14  (feet) COMP
 FH0364  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 FH0364
 FH0364  VERT ORDER      -  SECOND    CLASS 0
 FH0364
 FH0364.The horizontal coordinates were scaled from a map and have
 FH0364.an estimated accuracy of +/- 6 seconds.
 FH0364
 FH0364.The orthometric height was determined by differential leveling and
 FH0364.adjusted by the NATIONAL GEODETIC SURVEY
 FH0364.in June 1991.
 FH0364
 FH0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0364.GEOID18 height accuracy estimate available here.
 FH0364
 FH0364.Click photographs - Photos may exist for this station.
 FH0364
 FH0364.The dynamic height is computed by dividing the NAVD 88
 FH0364.geopotential number by the normal gravity value computed on the
 FH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0364.degrees latitude (g = 980.6199 gals.).
 FH0364
 FH0364.The modeled gravity was interpolated from observed gravity values.
 FH0364
 FH0364;                    North         East    Units  Estimated Accuracy
 FH0364;SPC OK N     -    68,910.      887,960.      MT  (+/- 180 meters Scaled)
 FH0364
 FH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV348387(NAD 83)
 FH0364
 FH0364                          SUPERSEDED SURVEY CONTROL
 FH0364
 FH0364  NGVD 29 (??/??/92)  191.521  (m)          628.35   (f) ADJ UNCH    2 0
 FH0364
 FH0364.Superseded values are not recommended for survey control.
 FH0364
 FH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0364.See file dsdata.pdf to determine how the superseded data were derived.
 FH0364
 FH0364_MARKER: DB = BENCH MARK DISK
 FH0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0364_STAMPING: T 68 1934
 FH0364_MARK LOGO: CGS
 FH0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0364+STABILITY: SURFACE MOTION
 FH0364
 FH0364  HISTORY     - Date     Condition        Report By
 FH0364  HISTORY     - 1934     MONUMENTED       CGS
 FH0364  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0364
 FH0364                          STATION DESCRIPTION
 FH0364
 FH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0364'AT MARBLE CITY.
 FH0364'AT MARBLE CITY KCS RR DEPOT.  150 FEET SOUTH OF THE KANSAS CITY
 FH0364'SOUTHERN RAILROAD DEPOT.  40 FEET EAST OF THE TRACK, 300 FEET
 FH0364'NORTHWEST OF SECTION HOUSE, EAST OF MAIL POUCH POST.
 FH0364
 FH0364                          STATION RECOVERY (1972)
 FH0364
 FH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0364'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0400 ***********************************************************************
 FH0400  DESIGNATION -  T 69
 FH0400  PID         -  FH0400
 FH0400  STATE/COUNTY-  OK/ADAIR
 FH0400  COUNTRY     -  US
 FH0400  USGS QUAD   -  CHRISTIE (2019)
 FH0400
 FH0400                         *CURRENT SURVEY CONTROL
 FH0400  ______________________________________________________________________
 FH0400* NAD 83(1986) POSITION- 35 53 13.     (N) 094 38 10.     (W)   SCALED
 FH0400* NAVD 88 ORTHO HEIGHT -   296.747 (meters)      973.58  (feet) ADJUSTED
 FH0400  ______________________________________________________________________
 FH0400  GEOID HEIGHT    -        -28.705 (meters)                     GEOID18
 FH0400  DYNAMIC HEIGHT  -        296.478 (meters)      972.69  (feet) COMP
 FH0400  MODELED GRAVITY -    979,717.8   (mgal)                       NAVD 88
 FH0400
 FH0400  VERT ORDER      -  SECOND    CLASS 0
 FH0400
 FH0400.The horizontal coordinates were scaled from a map and have
 FH0400.an estimated accuracy of +/- 6 seconds.
 FH0400
 FH0400.The orthometric height was determined by differential leveling and
 FH0400.adjusted by the NATIONAL GEODETIC SURVEY
 FH0400.in June 1991.
 FH0400
 FH0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0400.GEOID18 height accuracy estimate available here.
 FH0400
 FH0400.Click photographs - Photos may exist for this station.
 FH0400
 FH0400.The dynamic height is computed by dividing the NAVD 88
 FH0400.geopotential number by the normal gravity value computed on the
 FH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0400.degrees latitude (g = 980.6199 gals.).
 FH0400
 FH0400.The modeled gravity was interpolated from observed gravity values.
 FH0400
 FH0400;                    North         East    Units  Estimated Accuracy
 FH0400;SPC OK N     -   103,670.      903,660.      MT  (+/- 180 meters Scaled)
 FH0400
 FH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV523726(NAD 83)
 FH0400
 FH0400                          SUPERSEDED SURVEY CONTROL
 FH0400
 FH0400  NGVD 29 (??/??/92)  296.595  (m)          973.08   (f) ADJ UNCH    2 0
 FH0400
 FH0400.Superseded values are not recommended for survey control.
 FH0400
 FH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0400.See file dsdata.pdf to determine how the superseded data were derived.
 FH0400
 FH0400_MARKER: DB = BENCH MARK DISK
 FH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0400_STAMPING: T 69 1934
 FH0400_MARK LOGO: CGS
 FH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0400+STABILITY: SURFACE MOTION
 FH0400
 FH0400  HISTORY     - Date     Condition        Report By
 FH0400  HISTORY     - 1934     MONUMENTED       CGS
 FH0400  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0400
 FH0400                          STATION DESCRIPTION
 FH0400
 FH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0400'2.8 MI S FROM BARON.
 FH0400'2.8 MILES SOUTH OF BARON K.C.S. RR DEPOT NEAR 6TH POLE NORTH
 FH0400'OF MILEPOST 253 AT KANSAS CITY SOUTHERN RAILROAD CROSSING.  1/4
 FH0400'MILE WEST OF OKLAHOMA HIGHWAY 17.  30 FEET WEST OF THE TRACK,
 FH0400'40 FEET NORTH OF ROAD IN FENCE LINE.  NOTE-- A THROUGH SEARCH
 FH0400'OF THE AREA FAILED TO TURN UP ANY EVIDENCE OF THIS BENCH MARK,
 FH0400'THE BENCH MARK HAS PROBABLY BEEN DESTROYED OR COVERED UP BY
 FH0400'GRADING ALONG THE RAILROAD RIGHT-OF-WAY.
 FH0400
 FH0400                          STATION RECOVERY (1972)
 FH0400
 FH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0180 ***********************************************************************
 FJ0180  DESIGNATION -  T 7
 FJ0180  PID         -  FJ0180
 FJ0180  STATE/COUNTY-  OK/OKFUSKEE
 FJ0180  COUNTRY     -  US
 FJ0180  USGS QUAD   -  PADEN (2018)
 FJ0180
 FJ0180                         *CURRENT SURVEY CONTROL
 FJ0180  ______________________________________________________________________
 FJ0180* NAD 83(1986) POSITION- 35 30 29.     (N) 096 34 21.     (W)   SCALED
 FJ0180* NAVD 88 ORTHO HEIGHT -   296.761 (meters)      973.62  (feet) ADJUSTED
 FJ0180  ______________________________________________________________________
 FJ0180  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 FJ0180  DYNAMIC HEIGHT  -        296.483 (meters)      972.71  (feet) COMP
 FJ0180  MODELED GRAVITY -    979,689.1   (mgal)                       NAVD 88
 FJ0180
 FJ0180  VERT ORDER      -  FIRST     CLASS II
 FJ0180
 FJ0180.The horizontal coordinates were scaled from a map and have
 FJ0180.an estimated accuracy of +/- 6 seconds.
 FJ0180
 FJ0180.The orthometric height was determined by differential leveling and
 FJ0180.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0180.in June 1991.
 FJ0180
 FJ0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0180.GEOID18 height accuracy estimate available here.
 FJ0180
 FJ0180.Click photographs - Photos may exist for this station.
 FJ0180
 FJ0180.The dynamic height is computed by dividing the NAVD 88
 FJ0180.geopotential number by the normal gravity value computed on the
 FJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0180.degrees latitude (g = 980.6199 gals.).
 FJ0180
 FJ0180.The modeled gravity was interpolated from observed gravity values.
 FJ0180
 FJ0180;                    North         East    Units  Estimated Accuracy
 FJ0180;SPC OK N     -    57,320.      729,500.      MT  (+/- 180 meters Scaled)
 FJ0180
 FJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE201320(NAD 83)
 FJ0180
 FJ0180                          SUPERSEDED SURVEY CONTROL
 FJ0180
 FJ0180  NGVD 29 (??/??/92)  296.625  (m)          973.18   (f) ADJ UNCH    1 2
 FJ0180
 FJ0180.Superseded values are not recommended for survey control.
 FJ0180
 FJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0180.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0180
 FJ0180_MARKER: DB = BENCH MARK DISK
 FJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0180_STAMPING: T 7 1933
 FJ0180_MARK LOGO: CGS
 FJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0180+STABILITY: SURFACE MOTION
 FJ0180
 FJ0180  HISTORY     - Date     Condition        Report By
 FJ0180  HISTORY     - 1933     MONUMENTED       CGS
 FJ0180  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0180  HISTORY     - 1984     GOOD             NGS
 FJ0180  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0180  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FJ0180  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FJ0180
 FJ0180                          STATION DESCRIPTION
 FJ0180
 FJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0180'AT PADEN.
 FJ0180'AT PADEN, IN SOUTH WEST CORNER OF SCHOOL YARD AT PADEN, OKLA.
 FJ0180'250 FT. WEST OF SCHOOL BLDG.  45 FT. NORTH OF CENTER LINE OF
 FJ0180'STREET.  96 FT. EAST OF CENTER LINE OF F. S. AND W. R. R. AT
 FJ0180'MILE POST 151 PLUS 8 POLES.
 FJ0180
 FJ0180                          STATION RECOVERY (1964)
 FJ0180
 FJ0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0180'MARK NOT FOUND.
 FJ0180
 FJ0180                          STATION RECOVERY (1984)
 FJ0180
 FJ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0180'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 250 FEET WEST OF THE SCHOOL
 FJ0180'BUILDING, ADD 160.02 METERS (525.0 FT) WEST OF SCHOOL BUILDING.
 FJ0180'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FJ0180'THE MARK IS 1.0 M ABOVE WEST 7TH STREET.
 FJ0180
 FJ0180                          STATION RECOVERY (1988)
 FJ0180
 FJ0180'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0180'MARK NOT FOUND.
 FJ0180
 FJ0180                          STATION RECOVERY (1990)
 FJ0180
 FJ0180'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0180'MARK NOT FOUND.
 FJ0180
 FJ0180                          STATION RECOVERY (1990)
 FJ0180
 FJ0180'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0233 ***********************************************************************
 GG0233  DESIGNATION -  T 70
 GG0233  PID         -  GG0233
 GG0233  STATE/COUNTY-  OK/DELAWARE
 GG0233  COUNTRY     -  US
 GG0233  USGS QUAD   -  CAYUGA (2018)
 GG0233
 GG0233                         *CURRENT SURVEY CONTROL
 GG0233  ______________________________________________________________________
 GG0233* NAD 83(1986) POSITION- 36 37 39.58   (N) 094 42 55.33   (W)   HD_HELD1
 GG0233* NAVD 88 ORTHO HEIGHT -   252.168 (meters)      827.32  (feet) ADJUSTED
 GG0233  ______________________________________________________________________
 GG0233  GEOID HEIGHT    -        -28.948 (meters)                     GEOID18
 GG0233  DYNAMIC HEIGHT  -        251.958 (meters)      826.63  (feet) COMP
 GG0233  MODELED GRAVITY -    979,792.8   (mgal)                       NAVD 88
 GG0233
 GG0233  VERT ORDER      -  SECOND    CLASS 0
 GG0233
 GG0233.The horizontal coordinates were determined by differentially corrected
 GG0233.hand held GPS observations or other comparable positioning techniques
 GG0233.and have an estimated accuracy of +/- 3 meters.
 GG0233
 GG0233.The orthometric height was determined by differential leveling and
 GG0233.adjusted by the NATIONAL GEODETIC SURVEY
 GG0233.in June 1991.
 GG0233
 GG0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0233.GEOID18 height accuracy estimate available here.
 GG0233
 GG0233.Click photographs - Photos may exist for this station.
 GG0233
 GG0233.The dynamic height is computed by dividing the NAVD 88
 GG0233.geopotential number by the normal gravity value computed on the
 GG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0233.degrees latitude (g = 980.6199 gals.).
 GG0233
 GG0233.The modeled gravity was interpolated from observed gravity values.
 GG0233
 GG0233;                    North         East    Units  Estimated Accuracy
 GG0233;SPC OK N     -   185,566.8     893,727.2     MT  (+/- 3 meters HH1 GPS) 
 GG0233
 GG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4662554938(NAD 83)
 GG0233
 GG0233                          SUPERSEDED SURVEY CONTROL
 GG0233
 GG0233  NGVD 29 (??/??/92)  252.070  (m)          827.00   (f) ADJ UNCH    2 0
 GG0233
 GG0233.Superseded values are not recommended for survey control.
 GG0233
 GG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0233.See file dsdata.pdf to determine how the superseded data were derived.
 GG0233
 GG0233_MARKER: DB = BENCH MARK DISK
 GG0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0233_SP_SET: CULVERT HEADWALL
 GG0233_STAMPING: T 70 1934
 GG0233_MARK LOGO: CGS
 GG0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0233+STABILITY: SURFACE MOTION
 GG0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0233+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2019
 GG0233
 GG0233  HISTORY     - Date     Condition        Report By
 GG0233  HISTORY     - 1934     MONUMENTED       CGS
 GG0233  HISTORY     - 1988     GOOD             USPSQD
 GG0233  HISTORY     - 20180815 GOOD             OKDOT
 GG0233  HISTORY     - 20191018 GOOD             USPSQD
 GG0233
 GG0233                          STATION DESCRIPTION
 GG0233
 GG0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0233'3.3 MI E FROM GROVE.
 GG0233'3.3 MILES EAST ALONG STATE HIGHWAY 25 FROM THE ST. LOUIS-SAN
 GG0233'FRANCISCO RAILWAY STATION AT GROVE, DELAWARE COUNTY, THENCE
 GG0233'2.1 MILES NORTH ALONG STATE HIGHWAY 10, 1/4 MILE WEST OF TWO
 GG0233'FARMHOUSES, AT A CURVE, AT A CONCRETE CULVERT, AND IN THE TOP
 GG0233'OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED T 70 1934.
 GG0233
 GG0233                          STATION RECOVERY (1988)
 GG0233
 GG0233'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0233'RECOVERED IN GOOD CONDITION.
 GG0233
 GG0233                          STATION RECOVERY (2018)
 GG0233
 GG0233'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SH)
 GG0233'RECOVERED IN GOOD CONDITION.
 GG0233
 GG0233                          STATION RECOVERY (2019)
 GG0233
 GG0233'RECOVERY NOTE BY US POWER SQUADRON 2019 (MAM)
 GG0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0708 ***********************************************************************
 GK0708  DESIGNATION -  T 71
 GK0708  PID         -  GK0708
 GK0708  STATE/COUNTY-  OK/TEXAS
 GK0708  COUNTRY     -  US
 GK0708  USGS QUAD   -  TEXHOMA NW (2018)
 GK0708
 GK0708                         *CURRENT SURVEY CONTROL
 GK0708  ______________________________________________________________________
 GK0708* NAD 83(1986) POSITION- 36 37 49.     (N) 101 53 20.     (W)   SCALED
 GK0708* NAVD 88 ORTHO HEIGHT -  1061.977 (meters)     3484.17  (feet) ADJUSTED
 GK0708  ______________________________________________________________________
 GK0708  GEOID HEIGHT    -        -25.491 (meters)                     GEOID18
 GK0708  DYNAMIC HEIGHT  -       1060.847 (meters)     3480.46  (feet) COMP
 GK0708  MODELED GRAVITY -    979,531.7   (mgal)                       NAVD 88
 GK0708
 GK0708  VERT ORDER      -  SECOND    CLASS 0
 GK0708
 GK0708.The horizontal coordinates were scaled from a map and have
 GK0708.an estimated accuracy of +/- 6 seconds.
 GK0708
 GK0708.The orthometric height was determined by differential leveling and
 GK0708.adjusted by the NATIONAL GEODETIC SURVEY
 GK0708.in June 1991.
 GK0708
 GK0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0708.GEOID18 height accuracy estimate available here.
 GK0708
 GK0708.Click photographs - Photos may exist for this station.
 GK0708
 GK0708.The dynamic height is computed by dividing the NAVD 88
 GK0708.geopotential number by the normal gravity value computed on the
 GK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0708.degrees latitude (g = 980.6199 gals.).
 GK0708
 GK0708.The modeled gravity was interpolated from observed gravity values.
 GK0708
 GK0708;                    North         East    Units  Estimated Accuracy
 GK0708;SPC OK N     -   187,850.      252,280.      MT  (+/- 180 meters Scaled)
 GK0708
 GK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF416577(NAD 83)
 GK0708
 GK0708                          SUPERSEDED SURVEY CONTROL
 GK0708
 GK0708  NGVD 29 (??/??/92) 1061.494  (m)         3482.58   (f) ADJ UNCH    2 0
 GK0708
 GK0708.Superseded values are not recommended for survey control.
 GK0708
 GK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0708.See file dsdata.pdf to determine how the superseded data were derived.
 GK0708
 GK0708_MARKER: DB = BENCH MARK DISK
 GK0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0708_STAMPING: T 71 1935
 GK0708_MARK LOGO: CGS
 GK0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0708+STABILITY: SURFACE MOTION
 GK0708
 GK0708  HISTORY     - Date     Condition        Report By
 GK0708  HISTORY     - 1935     MONUMENTED       CGS
 GK0708  HISTORY     - 19980504 GOOD             OKDOT
 GK0708
 GK0708                          STATION DESCRIPTION
 GK0708
 GK0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0708'12.4 MI S FROM EVA.
 GK0708'12.4 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0708'0.2 MILES SOUTH OF A FARMHOUSE, ABOUT 0.1 MILE SOUTH OF THE TOP OF A
 GK0708'HILL, AND 33 FEET WEST OF THE CENTER LINE OF THE ROAD. A STANDARD
 GK0708'DISK, STAMPED T 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0708
 GK0708                          STATION RECOVERY (1998)
 GK0708
 GK0708'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0708'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND SH 95 AT FOUR
 GK0708'CORNERS, GO EAST ON US 64 FOR 1.0 MILE (1.6 KM) TO A CROSS ROAD. TURN
 GK0708'RIGHT AND GO SOUTH ON A GRAVEL COUNTY ROAD FOR 8.0 MILES (12.9 KM) TO
 GK0708'THE BEGINNING OF AN ASPHALT ROAD.  CONTINUE SOUTH FOR 1.1 MILES (1.8
 GK0708'KM) TO THE MARK ON THE RIGHT.  IT IS 125 FEET (38.1 M) NORTH OF A
 GK0708'POWER POLE, 50 FEET (15.2 M) WEST OF THE CENTERLINE OF THE COUNTY
 GK0708'ROAD, 1 FOOT (0.3 M) EAST OF THE WEST ROAD RIGHT-OF-WAY FENCE, 2 FEET
 GK0708'(0.6 M) SOUTH OF A STEEL OKDOT WITNESS POST.  IT IS SET IN THE TOP OF
 GK0708'A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0769 ***********************************************************************
 GK0769  DESIGNATION -  T 72
 GK0769  PID         -  GK0769
 GK0769  STATE/COUNTY-  OK/TEXAS
 GK0769  COUNTRY     -  US
 GK0769  USGS QUAD   -  EVA (2018)
 GK0769
 GK0769                         *CURRENT SURVEY CONTROL
 GK0769  ______________________________________________________________________
 GK0769* NAD 83(1986) POSITION- 36 45 43.     (N) 101 56 33.     (W)   SCALED
 GK0769* NAVD 88 ORTHO HEIGHT -  1100.079 (meters)     3609.18  (feet) ADJUSTED
 GK0769  ______________________________________________________________________
 GK0769  GEOID HEIGHT    -        -25.158 (meters)                     GEOID18
 GK0769  DYNAMIC HEIGHT  -       1098.918 (meters)     3605.37  (feet) COMP
 GK0769  MODELED GRAVITY -    979,538.3   (mgal)                       NAVD 88
 GK0769
 GK0769  VERT ORDER      -  SECOND    CLASS 0
 GK0769
 GK0769.The horizontal coordinates were scaled from a map and have
 GK0769.an estimated accuracy of +/- 6 seconds.
 GK0769
 GK0769.The orthometric height was determined by differential leveling and
 GK0769.adjusted by the NATIONAL GEODETIC SURVEY
 GK0769.in June 1991.
 GK0769
 GK0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0769.GEOID18 height accuracy estimate available here.
 GK0769
 GK0769.Click photographs - Photos may exist for this station.
 GK0769
 GK0769.The dynamic height is computed by dividing the NAVD 88
 GK0769.geopotential number by the normal gravity value computed on the
 GK0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0769.degrees latitude (g = 980.6199 gals.).
 GK0769
 GK0769.The modeled gravity was interpolated from observed gravity values.
 GK0769
 GK0769;                    North         East    Units  Estimated Accuracy
 GK0769;SPC OK N     -   202,650.      248,080.      MT  (+/- 180 meters Scaled)
 GK0769
 GK0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF373725(NAD 83)
 GK0769
 GK0769                          SUPERSEDED SURVEY CONTROL
 GK0769
 GK0769  NGVD 29 (??/??/92) 1099.589  (m)         3607.57   (f) ADJ UNCH    2 0
 GK0769
 GK0769.Superseded values are not recommended for survey control.
 GK0769
 GK0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0769.See file dsdata.pdf to determine how the superseded data were derived.
 GK0769
 GK0769_MARKER: DB = BENCH MARK DISK
 GK0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0769_STAMPING: T 72 1935
 GK0769_MARK LOGO: CGS
 GK0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0769+STABILITY: SURFACE MOTION
 GK0769
 GK0769  HISTORY     - Date     Condition        Report By
 GK0769  HISTORY     - 1935     MONUMENTED       CGS
 GK0769  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0769
 GK0769                          STATION DESCRIPTION
 GK0769
 GK0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0769'30.0 MI W FROM GUYMON.
 GK0769'30.0 MI. W. OF ALONG U.S. HWY NO. 64 ABOUT 400 FT. W. OF A WHITE
 GK0769'HOUSE, AT A CROSS ROAD, 50 FT. N.OF THE CENTER LINE OF THE HWY., 45
 GK0769'FT. E. OF THE CENTER LINE OF THE CROSS ROAD, AND 2 FT. W. OF A
 GK0769'TELEPHONE POLE.
 GK0769
 GK0769                          STATION RECOVERY (1973)
 GK0769
 GK0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9438 ***********************************************************************
 DR9438  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9438  DESIGNATION -  T 72 1199
 DR9438  PID         -  DR9438
 DR9438  STATE/COUNTY-  OK/TULSA
 DR9438  COUNTRY     -  US
 DR9438  USGS QUAD   -  COLLINSVILLE (2019)
 DR9438
 DR9438                         *CURRENT SURVEY CONTROL
 DR9438  ______________________________________________________________________
 DR9438* NAD 83(2011) POSITION- 36 19 43.25609(N) 095 49 16.27184(W)   ADJUSTED
 DR9438* NAD 83(2011) ELLIP HT-   179.955 (meters)        (11/01/23)   ADJUSTED
 DR9438* NAD 83(2011) EPOCH   -  2010.00
 DR9438* NAVD 88 ORTHO HEIGHT -   209.04  (meters)      685.8   (feet) GPS OBS
 DR9438  ______________________________________________________________________
 DR9438  GEOID HEIGHT    -        -29.085 (meters)                     GEOID18
 DR9438  NAD 83(2011) X  -   -521,789.032 (meters)                     COMP
 DR9438  NAD 83(2011) Y  - -5,118,092.561 (meters)                     COMP
 DR9438  NAD 83(2011) Z  -  3,757,742.500 (meters)                     COMP
 DR9438  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DR9438
 DR9438  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9438  Standards:
 DR9438         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9438            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9438  -------------------------------------------------------------------
 DR9438  NETWORK    0.42   1.04           0.17   0.17   0.53     -0.05088266
 DR9438  -------------------------------------------------------------------
 DR9438  Click here for local accuracies and other accuracy information.
 DR9438
 DR9438.The horizontal coordinates were established by GPS observations
 DR9438.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9438
 DR9438.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9438.been affixed to the stable North American tectonic plate. See 
 DR9438.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9438
 DR9438.The horizontal coordinates are valid at the epoch date displayed above
 DR9438.which is a decimal equivalence of Year/Month/Day.
 DR9438
 DR9438.The orthometric height was determined by GPS observations and a
 DR9438.high-resolution geoid model using precise GPS observation and
 DR9438.processing techniques.
 DR9438
 DR9438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9438.GEOID18 height accuracy estimate available here.
 DR9438
 DR9438.Click photographs - Photos may exist for this station.
 DR9438
 DR9438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9438
 DR9438.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9438
 DR9438.The ellipsoidal height was determined by GPS observations
 DR9438.and is referenced to NAD 83.
 DR9438
 DR9438. The following values were computed from the NAD 83(2011) position.
 DR9438
 DR9438;                    North         East     Units Scale Factor Converg.
 DR9438;SPC OK N     -   149,616.848   795,605.103   MT  0.99994935   +1 17 09.0
 DR9438;SPC OK N     -   490,867.94  2,610,247.74   sFT  0.99994935   +1 17 09.0
 DR9438;UTM  15      - 4,024,100.332   246,761.679   MT  1.00039021   -1 40 19.9
 DR9438
 DR9438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9438!SPC OK N     -   0.99997176  x   0.99994935  =   0.99992111
 DR9438!UTM  15      -   0.99997176  x   1.00039021  =   1.00036196
 DR9438
 DR9438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4676124100(NAD 83)
 DR9438
 DR9438                          SUPERSEDED SURVEY CONTROL
 DR9438
 DR9438.No superseded survey control is available for this station.
 DR9438
 DR9438_MARKER: DD = SURVEY DISK
 DR9438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9438_SP_SET: DROP INLET
 DR9438_STAMPING: T-72-1199
 DR9438_MARK LOGO: OKDOT
 DR9438_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9438+STABILITY: SURFACE MOTION
 DR9438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9438+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2023
 DR9438
 DR9438  HISTORY     - Date     Condition        Report By
 DR9438  HISTORY     - 20010330 MONUMENTED       OKDOT
 DR9438  HISTORY     - 20230921 GOOD             OKDOT
 DR9438
 DR9438                          STATION DESCRIPTION
 DR9438
 DR9438'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2001 (BRE)
 DR9438'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF VERA,
 DR9438'7.9 MI (12.7 KM) NORTH-NORTHEAST OF MINGO AND 2.6 MI (4.2 KM)
 DR9438'SOUTH-SOUTHEAST OF COLLINSVILLE.
 DR9438'
 DR9438'THE STATION IS APPROXIMATELY 0.54 MI (0.87 KM) SOUTH OF BRIDGE FOR
 DR9438'126TH ST. NORTH.  STATION IS EASIER TO GET TO FROM THE NORTH DUE TO
 DR9438'CABLE BARRIER.  STATION IS APPROXIMATELY 244 FT (74.4 M) SOUTH OF A
 DR9438'POWER LINE CROSSING US-169.
 DR9438'
 DR9438'THE BRASS BENCH MARK DISK IS LOCATED ON THE SOUTH SIDE OF A DROP
 DR9438'INLET.  THE MARK IS APPROXIMATELY 28 FT (8.5 M) WEST OF THE WEST EDGE
 DR9438'OF ASPHALT FOR NORTHBOUND LANES OF US-169 AND APPROXIMATELY 28 FT (8.5
 DR9438'M) EAST OF THE EAST EDGE OF ASPHALT FOR SOUTHBOUND LANES OF US-169.
 DR9438
 DR9438                          STATION RECOVERY (2023)
 DR9438
 DR9438'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BE)
 DR9438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9442 ***********************************************************************
 DR9442  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9442  DESIGNATION -  T 72 131
 DR9442  PID         -  DR9442
 DR9442  STATE/COUNTY-  OK/TULSA
 DR9442  COUNTRY     -  US
 DR9442  USGS QUAD   -  COLLINSVILLE NE (2019)
 DR9442
 DR9442                         *CURRENT SURVEY CONTROL
 DR9442  ______________________________________________________________________
 DR9442* NAD 83(2011) POSITION- 36 24 33.01770(N) 095 49 37.14367(W)   ADJUSTED
 DR9442* NAD 83(2011) ELLIP HT-   175.387 (meters)        (11/01/23)   ADJUSTED
 DR9442* NAD 83(2011) EPOCH   -  2010.00
 DR9442* NAVD 88 ORTHO HEIGHT -   204.48  (meters)      670.9   (feet) GPS OBS
 DR9442  ______________________________________________________________________
 DR9442  GEOID HEIGHT    -        -29.092 (meters)                     GEOID18
 DR9442  NAD 83(2011) X  -   -521,768.836 (meters)                     COMP
 DR9442  NAD 83(2011) Y  - -5,112,767.033 (meters)                     COMP
 DR9442  NAD 83(2011) Z  -  3,764,931.828 (meters)                     COMP
 DR9442  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 DR9442
 DR9442  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9442  Standards:
 DR9442         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9442            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9442  -------------------------------------------------------------------
 DR9442  NETWORK    0.47   1.20           0.20   0.18   0.61     -0.04866146
 DR9442  -------------------------------------------------------------------
 DR9442  Click here for local accuracies and other accuracy information.
 DR9442
 DR9442.The horizontal coordinates were established by GPS observations
 DR9442.and adjusted by the OK DEPT OF TRANSP in November 2023.
 DR9442
 DR9442.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9442.been affixed to the stable North American tectonic plate. See 
 DR9442.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9442
 DR9442.The horizontal coordinates are valid at the epoch date displayed above
 DR9442.which is a decimal equivalence of Year/Month/Day.
 DR9442
 DR9442.The orthometric height was determined by GPS observations and a
 DR9442.high-resolution geoid model using precise GPS observation and
 DR9442.processing techniques.
 DR9442
 DR9442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9442.GEOID18 height accuracy estimate available here.
 DR9442
 DR9442.Click photographs - Photos may exist for this station.
 DR9442
 DR9442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9442
 DR9442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9442
 DR9442.The ellipsoidal height was determined by GPS observations
 DR9442.and is referenced to NAD 83.
 DR9442
 DR9442. The following values were computed from the NAD 83(2011) position.
 DR9442
 DR9442;                    North         East     Units Scale Factor Converg.
 DR9442;SPC OK N     -   158,534.082   794,884.812   MT  0.99995428   +1 16 56.6
 DR9442;SPC OK N     -   520,123.90  2,607,884.59   sFT  0.99995428   +1 16 56.6
 DR9442;UTM  15      - 4,033,046.791   246,502.653   MT  1.00039182   -1 40 43.8
 DR9442
 DR9442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9442!SPC OK N     -   0.99997248  x   0.99995428  =   0.99992676
 DR9442!UTM  15      -   0.99997248  x   1.00039182  =   1.00036428
 DR9442
 DR9442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4650233046(NAD 83)
 DR9442
 DR9442                          SUPERSEDED SURVEY CONTROL
 DR9442
 DR9442.No superseded survey control is available for this station.
 DR9442
 DR9442_MARKER: DD = SURVEY DISK
 DR9442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9442_STAMPING: T-72-131 TRI. STA. 1968
 DR9442_MARK LOGO: OKDOT
 DR9442_PROJECTION: RECESSED 5 CENTIMETERS
 DR9442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9442+STABILITY: SURFACE MOTION
 DR9442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9442+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2023
 DR9442
 DR9442  HISTORY     - Date     Condition        Report By
 DR9442  HISTORY     - 1968     MONUMENTED       OKDOT
 DR9442  HISTORY     - 20230907 GOOD             OKDOT
 DR9442
 DR9442                          STATION DESCRIPTION
 DR9442
 DR9442'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9442'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF OOLOGAH,
 DR9442'4.1 MI (6.6 KM) SOUTHEAST OF VERA AND 3.2 MI (5.1 KM) NORTH-NORTHEAST
 DR9442'OF COLLINSVILLE.
 DR9442'
 DR9442'TO REACH THE MONUMENT FROM THE INTERSECTION OF MAIN ST. AND 129TH E.
 DR9442'AVENUE IN COLLINSVILLE, GO NORTH 3 MI (4.8 KM) TO INTERSECTION OF N.
 DR9442'129TH E AVENUE AND E 176TH ST. NORTH, THEN GO EAST 0.2 MI (0.3 KM) TO
 DR9442'TOP OF HILL.  MONUMENT ON NORTH SIDE OF ROAD.
 DR9442'
 DR9442'MONUMENT LOCATED APPROXIMATELY 1000 FT (304.8 M) EAST AND 20 FT (6.1
 DR9442'M) NORTH OF THE SOUTHWEST.  CORNER OF SECTION 4, T22N, R14E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR8578 ***********************************************************************
 DR8578  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8578  DESIGNATION -  T 72 1775
 DR8578  PID         -  DR8578
 DR8578  STATE/COUNTY-  OK/TULSA
 DR8578  COUNTRY     -  US
 DR8578  USGS QUAD   -  LEONARD (2018)
 DR8578
 DR8578                         *CURRENT SURVEY CONTROL
 DR8578  ______________________________________________________________________
 DR8578* NAD 83(2011) POSITION- 35 54 42.95753(N) 095 45 54.96211(W)   ADJUSTED
 DR8578* NAD 83(2011) ELLIP HT-   147.575 (meters)        (01/04/23)   ADJUSTED
 DR8578* NAD 83(2011) EPOCH   -  2010.00
 DR8578* NAVD 88 ORTHO HEIGHT -   176.77  (meters)      580.0   (feet) GPS OBS
 DR8578  ______________________________________________________________________
 DR8578  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 DR8578  NAD 83(2011) X  -   -519,529.382 (meters)                     COMP
 DR8578  NAD 83(2011) Y  - -5,145,695.588 (meters)                     COMP
 DR8578  NAD 83(2011) Z  -  3,720,368.276 (meters)                     COMP
 DR8578  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 DR8578
 DR8578  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8578  Standards:
 DR8578         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8578            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8578  -------------------------------------------------------------------
 DR8578  NETWORK    0.40   0.80           0.17   0.16   0.41     -0.04182062
 DR8578  -------------------------------------------------------------------
 DR8578  Click here for local accuracies and other accuracy information.
 DR8578
 DR8578.The horizontal coordinates were established by GPS observations
 DR8578.and adjusted by the OK DEPT OF TRANSP in January 2023.
 DR8578
 DR8578.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8578.been affixed to the stable North American tectonic plate. See 
 DR8578.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8578
 DR8578.The horizontal coordinates are valid at the epoch date displayed above
 DR8578.which is a decimal equivalence of Year/Month/Day.
 DR8578
 DR8578.The orthometric height was determined by GPS observations and a
 DR8578.high-resolution geoid model using precise GPS observation and
 DR8578.processing techniques.
 DR8578
 DR8578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8578.GEOID18 height accuracy estimate available here.
 DR8578
 DR8578.Click photographs - Photos may exist for this station.
 DR8578
 DR8578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8578
 DR8578.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8578
 DR8578.The ellipsoidal height was determined by GPS observations
 DR8578.and is referenced to NAD 83.
 DR8578
 DR8578. The following values were computed from the NAD 83(2011) position.
 DR8578
 DR8578;                    North         East     Units Scale Factor Converg.
 DR8578;SPC OK N     -   103,502.563   801,688.705   MT  0.99995530   +1 19 07.8
 DR8578;SPC OK N     -   339,574.66  2,630,207.03   sFT  0.99995530   +1 19 07.8
 DR8578;UTM  15      - 3,977,714.106   250,465.757   MT  1.00036733   -1 37 22.0
 DR8578
 DR8578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8578!SPC OK N     -   0.99997684  x   0.99995530  =   0.99993214
 DR8578!UTM  15      -   0.99997684  x   1.00036733  =   1.00034416
 DR8578
 DR8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5046577714(NAD 83)
 DR8578
 DR8578                          SUPERSEDED SURVEY CONTROL
 DR8578
 DR8578.No superseded survey control is available for this station.
 DR8578
 DR8578_MARKER: B = BOLT
 DR8578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR8578_SP_SET: CULVERT HEADWALL
 DR8578_STAMPING: T-72-1775
 DR8578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR8578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8578+STABILITY: SURFACE MOTION
 DR8578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8578+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2023
 DR8578
 DR8578  HISTORY     - Date     Condition        Report By
 DR8578  HISTORY     - 20221010 MONUMENTED       OKDOT
 DR8578  HISTORY     - 20230315 GOOD             OKDOT
 DR8578
 DR8578                          STATION DESCRIPTION
 DR8578
 DR8578'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (GEH)
 DR8578'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DR8578'COWETA, 6.9 MI (11.1 KM) EAST-SOUTHEAST OF BIXBY AND 2.0 MI (3.2 KM)
 DR8578'EAST-SOUTHEAST OF LEONARD.
 DR8578'
 DR8578'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND US HIGHWAY 64
 DR8578'IN HASKELL, PROCEED NORTHWEST ON US-64 (8.0MI) TO THE STATION ON THE
 DR8578'LEFT.  THE STATION MONUMENT IS IN THE SOUTH HEADWALL OF A CONCRETE BOX
 DR8578'CULVERT CROSSING US HIGHWAY 64. IT IS 70 FT (21.3 M) EAST-SOUTHEAST OF
 DR8578'A 30 IN PECAN TREE, 65 FT (19.8 M) NORTH-NORTHWEST OF A 24 IN PECAN
 DR8578'TREE, 36 FT (11.0 M) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 DR8578'ABOUT 6 FT (1.8 M) LOWER THAN THE HIGHWAY.
 DR8578'
 DR8578'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 DR8578
 DR8578                          STATION RECOVERY (2023)
 DR8578
 DR8578'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR8578'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0340 ***********************************************************************
 GL0340  DESIGNATION -  T 73
 GL0340  PID         -  GL0340
 GL0340  STATE/COUNTY-  OK/CIMARRON
 GL0340  COUNTRY     -  US
 GL0340  USGS QUAD   -  FELT NE (2018)
 GL0340
 GL0340                         *CURRENT SURVEY CONTROL
 GL0340  ______________________________________________________________________
 GL0340* NAD 83(1986) POSITION- 36 44 02.     (N) 102 48 20.     (W)   SCALED
 GL0340* NAVD 88 ORTHO HEIGHT -  1379.691 (meters)     4526.54  (feet) ADJUSTED
 GL0340  ______________________________________________________________________
 GL0340  GEOID HEIGHT    -        -23.007 (meters)                     GEOID18
 GL0340  DYNAMIC HEIGHT  -       1378.138 (meters)     4521.44  (feet) COMP
 GL0340  MODELED GRAVITY -    979,457.7   (mgal)                       NAVD 88
 GL0340
 GL0340  VERT ORDER      -  SECOND    CLASS 0
 GL0340
 GL0340.The horizontal coordinates were scaled from a map and have
 GL0340.an estimated accuracy of +/- 6 seconds.
 GL0340
 GL0340.The orthometric height was determined by differential leveling and
 GL0340.adjusted by the NATIONAL GEODETIC SURVEY
 GL0340.in June 1991.
 GL0340
 GL0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0340.GEOID18 height accuracy estimate available here.
 GL0340
 GL0340.Click photographs - Photos may exist for this station.
 GL0340
 GL0340.The dynamic height is computed by dividing the NAVD 88
 GL0340.geopotential number by the normal gravity value computed on the
 GL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0340.degrees latitude (g = 980.6199 gals.).
 GL0340
 GL0340.The modeled gravity was interpolated from observed gravity values.
 GL0340
 GL0340;                    North         East    Units  Estimated Accuracy
 GL0340;SPC OK N     -   203,010.      170,940.      MT  (+/- 180 meters Scaled)
 GL0340
 GL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA959675(NAD 83)
 GL0340
 GL0340                          SUPERSEDED SURVEY CONTROL
 GL0340
 GL0340.No superseded survey control is available for this station.
 GL0340
 GL0340_MARKER: DB = BENCH MARK DISK
 GL0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0340_STAMPING: T 73 1935
 GL0340_MARK LOGO: CGS
 GL0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0340+STABILITY: SURFACE MOTION
 GL0340
 GL0340  HISTORY     - Date     Condition        Report By
 GL0340  HISTORY     - 1935     MONUMENTED       CGS
 GL0340  HISTORY     - 1941     GOOD             CGS
 GL0340  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0340
 GL0340                          STATION DESCRIPTION
 GL0340
 GL0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0340'6.1 MI E FROM WHEELESS.
 GL0340'TO REACH BENCH MARK FROM THE POST OFFICE AT WHEELESS, PROCEED EAST ON
 GL0340'GRADED ROAD, GO 4.1 MILES TO CROSS ROADS.  THENCE, TURN LEFT (NORTH),
 GL0340'GO 1.0 MILE.  TURN RIGHT (EAST) AND GO 1.0 MILE TO INTERSECTION OF
 GL0340'ROAD WITH U.S. HIGHWAY NO. 64 AND SITE OF BENCH MARK.  BENCH MARK IS
 GL0340'AT THE INTERSECTION OF THE ROAD TO WHEELESS AND U.S. HIGHWAY NO. 64.
 GL0340'ABOUT 250.0 FEET WEST OF THE CENTER OF THE TURN OF HIGHWAY NO. 64.
 GL0340'125.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  30.0 FEET
 GL0340'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  3.0 FEET EAST OF A 4 X
 GL0340'4 INCH WOODEN MARKER POST.  2.0 FEET SOUTHWEST OF A GATE POST.  A
 GL0340'STANDARD DISK SET IN CONCRETE POST PROJECTING 0.3 FOOT.  NEAR THE
 GL0340'SOUTHEAST CORNER OF SECTION 11, T 3 N, R 2 E.
 GL0340
 GL0340                          STATION RECOVERY (1966)
 GL0340
 GL0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0770 ***********************************************************************
 GK0770  DESIGNATION -  T 74
 GK0770  PID         -  GK0770
 GK0770  STATE/COUNTY-  OK/TEXAS
 GK0770  COUNTRY     -  US
 GK0770  USGS QUAD   -  EVA (2018)
 GK0770
 GK0770                         *CURRENT SURVEY CONTROL
 GK0770  ______________________________________________________________________
 GK0770* NAD 83(1986) POSITION- 36 45 42.     (N) 101 57 31.     (W)   SCALED
 GK0770* NAVD 88 ORTHO HEIGHT -  1096.739 (meters)     3598.22  (feet) ADJUSTED
 GK0770  ______________________________________________________________________
 GK0770  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 GK0770  DYNAMIC HEIGHT  -       1095.580 (meters)     3594.42  (feet) COMP
 GK0770  MODELED GRAVITY -    979,536.8   (mgal)                       NAVD 88
 GK0770
 GK0770  VERT ORDER      -  SECOND    CLASS 0
 GK0770
 GK0770.The horizontal coordinates were scaled from a map and have
 GK0770.an estimated accuracy of +/- 6 seconds.
 GK0770
 GK0770.The orthometric height was determined by differential leveling and
 GK0770.adjusted by the NATIONAL GEODETIC SURVEY
 GK0770.in June 1991.
 GK0770
 GK0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0770.GEOID18 height accuracy estimate available here.
 GK0770
 GK0770.Click photographs - Photos may exist for this station.
 GK0770
 GK0770.The dynamic height is computed by dividing the NAVD 88
 GK0770.geopotential number by the normal gravity value computed on the
 GK0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0770.degrees latitude (g = 980.6199 gals.).
 GK0770
 GK0770.The modeled gravity was interpolated from observed gravity values.
 GK0770
 GK0770;                    North         East    Units  Estimated Accuracy
 GK0770;SPC OK N     -   202,670.      246,640.      MT  (+/- 180 meters Scaled)
 GK0770
 GK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF359725(NAD 83)
 GK0770
 GK0770                          SUPERSEDED SURVEY CONTROL
 GK0770
 GK0770  NGVD 29 (??/??/92) 1096.248  (m)         3596.61   (f) ADJ UNCH    2 0
 GK0770
 GK0770.Superseded values are not recommended for survey control.
 GK0770
 GK0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0770.See file dsdata.pdf to determine how the superseded data were derived.
 GK0770
 GK0770_MARKER: DB = BENCH MARK DISK
 GK0770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0770_SP_SET: BOX CULVERT HEADWALL
 GK0770_STAMPING: T 74 1935
 GK0770_MARK LOGO: CGS
 GK0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0770+STABILITY: SURFACE MOTION
 GK0770
 GK0770  HISTORY     - Date     Condition        Report By
 GK0770  HISTORY     - 1935     MONUMENTED       CGS
 GK0770
 GK0770                          STATION DESCRIPTION
 GK0770
 GK0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0770'31.0 MI W FROM GUYMON.
 GK0770'31.0 MI. W. OF ALONG U.S. HWY. NO. 64 33.0 MI E OF BOISE CITY ABOUT
 GK0770'0.1 MI. E. OF A SECTION LINE FENCE, ON THE S. CURB OF A CONCRETE BOX
 GK0770'CULVERT, AT THE E. END OF THE CULVERT, AND 20 FT. S. OF THE CENTER
 GK0770'LINE OF THE HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0634 ***********************************************************************
 FH0634  DESIGNATION -  T 77
 FH0634  PID         -  FH0634
 FH0634  STATE/COUNTY-  OK/SEQUOYAH
 FH0634  COUNTRY     -  US
 FH0634  USGS QUAD   -  STIGLER NE (2018)
 FH0634
 FH0634                         *CURRENT SURVEY CONTROL
 FH0634  ______________________________________________________________________
 FH0634* NAD 83(1986) POSITION- 35 28 35.     (N) 095 04 29.     (W)   SCALED
 FH0634* NAVD 88 ORTHO HEIGHT -   140.065 (meters)      459.53  (feet) ADJUSTED
 FH0634  ______________________________________________________________________
 FH0634  GEOID HEIGHT    -        -29.955 (meters)                     GEOID18
 FH0634  DYNAMIC HEIGHT  -        139.935 (meters)      459.10  (feet) COMP
 FH0634  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 FH0634
 FH0634  VERT ORDER      -  SECOND    CLASS 0
 FH0634
 FH0634.The horizontal coordinates were scaled from a map and have
 FH0634.an estimated accuracy of +/- 6 seconds.
 FH0634
 FH0634.The orthometric height was determined by differential leveling and
 FH0634.adjusted by the NATIONAL GEODETIC SURVEY
 FH0634.in June 1991.
 FH0634
 FH0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0634.GEOID18 height accuracy estimate available here.
 FH0634
 FH0634.Click photographs - Photos may exist for this station.
 FH0634
 FH0634.The dynamic height is computed by dividing the NAVD 88
 FH0634.geopotential number by the normal gravity value computed on the
 FH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0634.degrees latitude (g = 980.6199 gals.).
 FH0634
 FH0634.The modeled gravity was interpolated from observed gravity values.
 FH0634
 FH0634;                    North         East    Units  Estimated Accuracy
 FH0634;SPC OK N     -    56,860.      865,450.      MT  (+/- 180 meters Scaled)
 FH0634
 FH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV117278(NAD 83)
 FH0634
 FH0634                          SUPERSEDED SURVEY CONTROL
 FH0634
 FH0634  NGVD 29 (??/??/92)  139.942  (m)          459.13   (f) ADJ UNCH    2 0
 FH0634
 FH0634.Superseded values are not recommended for survey control.
 FH0634
 FH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0634.See file dsdata.pdf to determine how the superseded data were derived.
 FH0634
 FH0634_MARKER: DB = BENCH MARK DISK
 FH0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0634_STAMPING: T 77 1940
 FH0634_MARK LOGO: CGS
 FH0634_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0634+STABILITY: SURFACE MOTION
 FH0634
 FH0634  HISTORY     - Date     Condition        Report By
 FH0634  HISTORY     - 1940     MONUMENTED       CGS
 FH0634  HISTORY     - 1960     MARK NOT FOUND   USGS
 FH0634
 FH0634                          STATION DESCRIPTION
 FH0634
 FH0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0634'5.7 MI SE FROM GORE.
 FH0634'5.7 MILES SOUTHEAST OF MISSOURI PACIFIC RAILROAD STATION.
 FH0634'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION IN GORE,
 FH0634'PROCEED EAST ON U.S. HIGHWAY NO. 64, GO 2.8 MILES TURN RIGHT
 FH0634'(SOUTH) ONTO GRADED DIRT ROAD, GO 1.3 MILES, TURN LEFT (EAST)
 FH0634'ON GRADED ROAD, GO 0.1 MILE, TURN RIGHT (SOUTH) ONTO FARM ROAD,
 FH0634'GO 1.5 MILES.  BENCH MARK IS LOCATED ALONG TRAIL LEADING TO
 FH0634'TERRELL SPRING, ON TOE OF HILL AT NORTH EDGE OF TERRELL BOTTOMS,
 FH0634'250 FEET SOUTHWEST OF TERRELL SPRING, 45 FEET WEST OF A SMALL
 FH0634'CREEK, 44 FEET NORTH OF CENTER LINE OF FARM ROAD LEADING INTO
 FH0634'THE BOTTOM LANDS, 3 FEET NORTH OF A 4 X 4 INCH WOODEN POST
 FH0634'PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.8 FOOT.
 FH0634'NOTE-- NEAR TWO CREEKS 4 OR 5 FEET OF SILT DEPOSITED IN THE
 FH0634'AREA DUE TO FLOODING.
 FH0634
 FH0634                          STATION RECOVERY (1960)
 FH0634
 FH0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FH0634'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0621 ***********************************************************************
 FH0621  DESIGNATION -  T 78
 FH0621  PID         -  FH0621
 FH0621  STATE/COUNTY-  OK/MUSKOGEE
 FH0621  COUNTRY     -  US
 FH0621  USGS QUAD   -  STIGLER WEST (2018)
 FH0621
 FH0621                         *CURRENT SURVEY CONTROL
 FH0621  ______________________________________________________________________
 FH0621* NAD 83(1986) POSITION- 35 17 10.     (N) 095 13 40.     (W)   SCALED
 FH0621* NAVD 88 ORTHO HEIGHT -   161.259 (meters)      529.06  (feet) ADJUSTED
 FH0621  ______________________________________________________________________
 FH0621  GEOID HEIGHT    -        -30.453 (meters)                     GEOID18
 FH0621  DYNAMIC HEIGHT  -        161.104 (meters)      528.56  (feet) COMP
 FH0621  MODELED GRAVITY -    979,669.9   (mgal)                       NAVD 88
 FH0621
 FH0621  VERT ORDER      -  SECOND    CLASS 0
 FH0621
 FH0621.The horizontal coordinates were scaled from a map and have
 FH0621.an estimated accuracy of +/- 6 seconds.
 FH0621
 FH0621.The orthometric height was determined by differential leveling and
 FH0621.adjusted by the NATIONAL GEODETIC SURVEY
 FH0621.in June 1991.
 FH0621
 FH0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0621.GEOID18 height accuracy estimate available here.
 FH0621
 FH0621.Click photographs - Photos may exist for this station.
 FH0621
 FH0621.The dynamic height is computed by dividing the NAVD 88
 FH0621.geopotential number by the normal gravity value computed on the
 FH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0621.degrees latitude (g = 980.6199 gals.).
 FH0621
 FH0621.The modeled gravity was interpolated from observed gravity values.
 FH0621
 FH0621;                    North         East    Units  Estimated Accuracy
 FH0621;SPC OK N     -    35,350.      852,170.      MT  (+/- 180 meters Scaled)
 FH0621
 FH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV974070(NAD 83)
 FH0621
 FH0621                          SUPERSEDED SURVEY CONTROL
 FH0621
 FH0621  NGVD 29 (??/??/92)  161.156  (m)          528.73   (f) ADJ UNCH    2 0
 FH0621
 FH0621.Superseded values are not recommended for survey control.
 FH0621
 FH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0621.See file dsdata.pdf to determine how the superseded data were derived.
 FH0621
 FH0621_MARKER: DB = BENCH MARK DISK
 FH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0621_STAMPING: T 78 1940
 FH0621_MARK LOGO: CGS
 FH0621_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0621+STABILITY: SURFACE MOTION
 FH0621
 FH0621  HISTORY     - Date     Condition        Report By
 FH0621  HISTORY     - 1940     MONUMENTED       CGS
 FH0621
 FH0621                          STATION DESCRIPTION
 FH0621
 FH0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0621'1.1 MI E FROM BRIARTOWN.
 FH0621'1.1 MILES EAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 FH0621'AT BRIARTOWN, MUSKOGEE COUNTY, ABOUT 625 FEET EAST OF MILEPOST
 FH0621'62, AT A FARM-ROAD CROSSING, 39 FEET NORTHWEST OF THE CROSSING,
 FH0621'28 FEET WEST OF THE CENTERLINE OF THE ROAD, 23 FEET NORTH OF
 FH0621'THE TRACK, 28 FEET EAST OF A POLE, AND 2.6 FEET EAST OF A WHITE
 FH0621'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED T 78 1940 AND
 FH0621'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 FH0621'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0256 ***********************************************************************
 FJ0256  DESIGNATION -  T 8
 FJ0256  PID         -  FJ0256
 FJ0256  STATE/COUNTY-  OK/LINCOLN
 FJ0256  COUNTRY     -  US
 FJ0256  USGS QUAD   -  WELLSTON (2018)
 FJ0256
 FJ0256                         *CURRENT SURVEY CONTROL
 FJ0256  ______________________________________________________________________
 FJ0256* NAD 83(1986) POSITION- 35 41 18.     (N) 097 01 09.     (W)   SCALED
 FJ0256* NAVD 88 ORTHO HEIGHT -   258.403 (meters)      847.78  (feet) ADJUSTED
 FJ0256  ______________________________________________________________________
 FJ0256  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 FJ0256  DYNAMIC HEIGHT  -        258.162 (meters)      846.99  (feet) COMP
 FJ0256  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 FJ0256
 FJ0256  VERT ORDER      -  FIRST     CLASS II
 FJ0256
 FJ0256.The horizontal coordinates were scaled from a map and have
 FJ0256.an estimated accuracy of +/- 6 seconds.
 FJ0256
 FJ0256.The orthometric height was determined by differential leveling and
 FJ0256.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0256.in August 1994.
 FJ0256
 FJ0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0256.GEOID18 height accuracy estimate available here.
 FJ0256
 FJ0256.Click photographs - Photos may exist for this station.
 FJ0256
 FJ0256.The dynamic height is computed by dividing the NAVD 88
 FJ0256.geopotential number by the normal gravity value computed on the
 FJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0256.degrees latitude (g = 980.6199 gals.).
 FJ0256
 FJ0256.The modeled gravity was interpolated from observed gravity values.
 FJ0256
 FJ0256;                    North         East    Units  Estimated Accuracy
 FJ0256;SPC OK N     -    76,820.      688,780.      MT  (+/- 180 meters Scaled)
 FJ0256
 FJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE792511(NAD 83)
 FJ0256
 FJ0256                          SUPERSEDED SURVEY CONTROL
 FJ0256
 FJ0256  NAVD 88 (06/15/91)  258.420  (m)          847.83   (f) SUPERSEDED  1 2
 FJ0256  NGVD 29 (??/??/92)  258.325  (m)          847.52   (f) ADJ UNCH    1 2
 FJ0256
 FJ0256.Superseded values are not recommended for survey control.
 FJ0256
 FJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0256.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0256
 FJ0256_MARKER: DB = BENCH MARK DISK
 FJ0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0256_SP_SET: PIER CAP
 FJ0256_STAMPING: T 8 1933
 FJ0256_MARK LOGO: CGS
 FJ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0256
 FJ0256  HISTORY     - Date     Condition        Report By
 FJ0256  HISTORY     - 1933     MONUMENTED       CGS
 FJ0256  HISTORY     - 1944     MARK NOT FOUND
 FJ0256
 FJ0256                          STATION DESCRIPTION
 FJ0256
 FJ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0256'0.3 MI W FROM WARWICK.
 FJ0256'0.3 MILE W. OF WARWICK.  ON S.L.-S.F.R.R. AT MP 503/05, 0.5
 FJ0256'MILE W. OF WARWICK STATION AND FT. S. AND W. R.R. CROSSING.
 FJ0256'6 FEET S. OF TRACK.  IN CAP OF BRIDGE 503.2 OVER DEEP FORK.
 FJ0256
 FJ0256                          STATION RECOVERY (1944)
 FJ0256
 FJ0256'RECOVERED 1944
 FJ0256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0334 ***********************************************************************
 GJ0334  DESIGNATION -  T 81
 GJ0334  PID         -  GJ0334
 GJ0334  STATE/COUNTY-  OK/WOODWARD
 GJ0334  COUNTRY     -  US
 GJ0334  USGS QUAD   -  FARGO (2018)
 GJ0334
 GJ0334                         *CURRENT SURVEY CONTROL
 GJ0334  ______________________________________________________________________
 GJ0334* NAD 83(1986) POSITION- 36 25 59.     (N) 099 31 03.     (W)   SCALED
 GJ0334* NAVD 88 ORTHO HEIGHT -   663.378 (meters)     2176.43  (feet) ADJUSTED
 GJ0334  ______________________________________________________________________
 GJ0334  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0334  DYNAMIC HEIGHT  -        662.728 (meters)     2174.30  (feet) COMP
 GJ0334  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 GJ0334
 GJ0334  VERT ORDER      -  FIRST     CLASS II
 GJ0334
 GJ0334.This mark is at West Woodward Airport (WWR)
 GJ0334
 GJ0334.The horizontal coordinates were scaled from a map and have
 GJ0334.an estimated accuracy of +/- 6 seconds.
 GJ0334
 GJ0334.The orthometric height was determined by differential leveling and
 GJ0334.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0334.in June 1991.
 GJ0334
 GJ0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0334.GEOID18 height accuracy estimate available here.
 GJ0334
 GJ0334.Click photographs - Photos may exist for this station.
 GJ0334
 GJ0334.The dynamic height is computed by dividing the NAVD 88
 GJ0334.geopotential number by the normal gravity value computed on the
 GJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0334.degrees latitude (g = 980.6199 gals.).
 GJ0334
 GJ0334.The modeled gravity was interpolated from observed gravity values.
 GJ0334
 GJ0334;                    North         East    Units  Estimated Accuracy
 GJ0334;SPC OK N     -   160,070.      463,940.      MT  (+/- 180 meters Scaled)
 GJ0334
 GJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF536321(NAD 83)
 GJ0334
 GJ0334                          SUPERSEDED SURVEY CONTROL
 GJ0334
 GJ0334  NGVD 29 (??/??/92)  663.108  (m)         2175.55   (f) ADJ UNCH    1 2
 GJ0334
 GJ0334.Superseded values are not recommended for survey control.
 GJ0334
 GJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0334.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0334
 GJ0334_MARKER: DB = BENCH MARK DISK
 GJ0334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GJ0334_SP_SET: FLOOR
 GJ0334_STAMPING: T 81 1945
 GJ0334_MARK LOGO: CGS
 GJ0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0334
 GJ0334  HISTORY     - Date     Condition        Report By
 GJ0334  HISTORY     - 1945     MONUMENTED       CGS
 GJ0334
 GJ0334                          STATION DESCRIPTION
 GJ0334
 GJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0334'7.3 MI NE FROM FARGO.
 GJ0334'MARK IS LOCATED ABOUT 7.3 MILES NORTHEAST OF FARGO AT THE WOODWARD
 GJ0334'ARMY AIR FIELD, AT NORTHWEST END OF THE MAIN HANGAR, 3 FEET
 GJ0334'EAST OF WEST END OF HANGAR, 12 FEET SOUTH OF NORTH SIDE OF THE
 GJ0334'HANGAR, A DISK SET IN CONCRETE FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0511 ***********************************************************************
 FJ0511  DESIGNATION -  T 9
 FJ0511  PID         -  FJ0511
 FJ0511  STATE/COUNTY-  OK/OKLAHOMA
 FJ0511  COUNTRY     -  US
 FJ0511  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0511
 FJ0511                         *CURRENT SURVEY CONTROL
 FJ0511  ______________________________________________________________________
 FJ0511* NAD 83(1986) POSITION- 35 28 19.     (N) 097 36 02.     (W)   SCALED
 FJ0511* NAVD 88 ORTHO HEIGHT -   369.619 (meters)     1212.66  (feet) POSTED
 FJ0511  ______________________________________________________________________
 FJ0511  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 FJ0511  DYNAMIC HEIGHT  -        369.26  (meters)     1211.5   (feet) COMP
 FJ0511  MODELED GRAVITY -    979,663.0   (mgal)                       NAVD 88
 FJ0511
 FJ0511  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0511
 FJ0511.The horizontal coordinates were scaled from a map and have
 FJ0511.an estimated accuracy of +/- 6 seconds.
 FJ0511
 FJ0511.The orthometric height was determined by differential leveling
 FJ0511.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0511
 FJ0511.* This is a POSTED BENCH MARK height.
 FJ0511
 FJ0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0511.GEOID18 height accuracy estimate available here.
 FJ0511
 FJ0511.Click photographs - Photos may exist for this station.
 FJ0511
 FJ0511.The dynamic height is computed by dividing the NAVD 88
 FJ0511.geopotential number by the normal gravity value computed on the
 FJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0511.degrees latitude (g = 980.6199 gals.).
 FJ0511
 FJ0511.The modeled gravity was interpolated from observed gravity values.
 FJ0511
 FJ0511;                    North         East    Units  Estimated Accuracy
 FJ0511;SPC OK N     -    52,440.      636,260.      MT  (+/- 180 meters Scaled)
 FJ0511
 FJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE269262(NAD 83)
 FJ0511
 FJ0511                          SUPERSEDED SURVEY CONTROL
 FJ0511
 FJ0511  NAVD 88 (06/15/91)  369.678  (m)         1212.85   (f) SUPERSEDED  1 2
 FJ0511  NGVD 29 (??/??/92)  369.536  (m)         1212.39   (f) ADJ UNCH    1 2
 FJ0511
 FJ0511.Superseded values are not recommended for survey control.
 FJ0511
 FJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0511.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0511
 FJ0511_MARKER: DB = BENCH MARK DISK
 FJ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0511_STAMPING: T 9 1933
 FJ0511_MARK LOGO: CGS
 FJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0511+STABILITY: SURFACE MOTION
 FJ0511
 FJ0511  HISTORY     - Date     Condition        Report By
 FJ0511  HISTORY     - 1933     MONUMENTED       CGS
 FJ0511  HISTORY     - 1954     MARK NOT FOUND   USGS
 FJ0511
 FJ0511                          STATION DESCRIPTION
 FJ0511
 FJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0511'5 MI W FROM OKLAHOMA CITY.
 FJ0511'5 MILES W. OF OKLAHOMA CITY, ON THE C.R.I. AND P.R.R., AT MILE
 FJ0511'POLE NO 491 PLUS 24 POLES AT A GRADE CROSSING, 48 FEET S. OF THE
 FJ0511'RAILROAD, 28 FEET E. OF THE ROAD, AND 100 FEET N. OF A WHITE
 FJ0511'HOUSE.
 FJ0511
 FJ0511                          STATION RECOVERY (1954)
 FJ0511
 FJ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FJ0511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0220 ***********************************************************************
 EM0220  DESIGNATION -  T 96
 EM0220  PID         -  EM0220
 EM0220  STATE/COUNTY-  OK/KIOWA
 EM0220  COUNTRY     -  US
 EM0220  USGS QUAD   -  LONG MOUNTAIN (2018)
 EM0220
 EM0220                         *CURRENT SURVEY CONTROL
 EM0220  ______________________________________________________________________
 EM0220* NAD 83(1986) POSITION- 34 39 31.     (N) 099 01 05.     (W)   SCALED
 EM0220* NAVD 88 ORTHO HEIGHT -   413.662 (meters)     1357.16  (feet) ADJUSTED
 EM0220  ______________________________________________________________________
 EM0220  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 EM0220  DYNAMIC HEIGHT  -        413.254 (meters)     1355.82  (feet) COMP
 EM0220  MODELED GRAVITY -    979,634.2   (mgal)                       NAVD 88
 EM0220
 EM0220  VERT ORDER      -  SECOND    CLASS 0
 EM0220
 EM0220.The horizontal coordinates were scaled from a map and have
 EM0220.an estimated accuracy of +/- 6 seconds.
 EM0220
 EM0220.The orthometric height was determined by differential leveling and
 EM0220.adjusted by the NATIONAL GEODETIC SURVEY
 EM0220.in June 1991.
 EM0220
 EM0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0220.GEOID18 height accuracy estimate available here.
 EM0220
 EM0220.Click photographs - Photos may exist for this station.
 EM0220
 EM0220.The dynamic height is computed by dividing the NAVD 88
 EM0220.geopotential number by the normal gravity value computed on the
 EM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0220.degrees latitude (g = 980.6199 gals.).
 EM0220
 EM0220.The modeled gravity was interpolated from observed gravity values.
 EM0220
 EM0220;                    North         East    Units  Estimated Accuracy
 EM0220;SPC OK S     -   147,480.      506,690.      MT  (+/- 180 meters Scaled)
 EM0220
 EM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD983351(NAD 83)
 EM0220
 EM0220                          SUPERSEDED SURVEY CONTROL
 EM0220
 EM0220  NGVD 29 (??/??/92)  413.525  (m)         1356.71   (f) ADJ UNCH    2 0
 EM0220
 EM0220.Superseded values are not recommended for survey control.
 EM0220
 EM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0220.See file dsdata.pdf to determine how the superseded data were derived.
 EM0220
 EM0220_MARKER: DB = BENCH MARK DISK
 EM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0220_STAMPING: T 96 1934
 EM0220_MARK LOGO: CGS
 EM0220_PROJECTION: FLUSH
 EM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0220+STABILITY: SURFACE MOTION
 EM0220
 EM0220  HISTORY     - Date     Condition        Report By
 EM0220  HISTORY     - 1934     MONUMENTED       CGS
 EM0220  HISTORY     - 1962     GOOD             USGS
 EM0220  HISTORY     - 1963     GOOD             CGS
 EM0220
 EM0220                          STATION DESCRIPTION
 EM0220
 EM0220'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0220'4.0 MI W FROM SNYDER.
 EM0220'SNYDER, 4.0 MILES WEST OF.  T.2 N., R, 18 W., NEAR 1/4 COR SECS. 7 AND
 EM0220'8.  49 FT. NORTH AND 36 FT. EAST OF INTERSECTION OF R.R. TRACKS AND
 EM0220'NORTH-SOUTH SECTION LINE ROAD.  IN CONC. POST FLUSH.  STANDARD DISK
 EM0220'STAMPED T 96 1934 PAINTED B.M. 135
 EM0220
 EM0220                          STATION RECOVERY (1963)
 EM0220
 EM0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0457 ***********************************************************************
 EM0457  DESIGNATION -  T 97
 EM0457  PID         -  EM0457
 EM0457  STATE/COUNTY-  OK/HARMON
 EM0457  COUNTRY     -  US
 EM0457  USGS QUAD   -  GOULD (2018)
 EM0457
 EM0457                         *CURRENT SURVEY CONTROL
 EM0457  ______________________________________________________________________
 EM0457* NAD 83(1986) POSITION- 34 40 15.     (N) 099 45 54.     (W)   SCALED
 EM0457* NAVD 88 ORTHO HEIGHT -   496.183 (meters)     1627.89  (feet) POSTED
 EM0457  ______________________________________________________________________
 EM0457  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 EM0457  DYNAMIC HEIGHT  -        495.64  (meters)     1626.1   (feet) COMP
 EM0457  MODELED GRAVITY -    979,522.1   (mgal)                       NAVD 88
 EM0457
 EM0457  VERT ORDER      -  * POSTED, SEE BELOW
 EM0457
 EM0457.The horizontal coordinates were scaled from a map and have
 EM0457.an estimated accuracy of +/- 6 seconds.
 EM0457
 EM0457.The orthometric height was determined by differential leveling
 EM0457.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0457
 EM0457.* This is a POSTED BENCH MARK height.
 EM0457
 EM0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0457.GEOID18 height accuracy estimate available here.
 EM0457
 EM0457.Click photographs - Photos may exist for this station.
 EM0457
 EM0457.The dynamic height is computed by dividing the NAVD 88
 EM0457.geopotential number by the normal gravity value computed on the
 EM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0457.degrees latitude (g = 980.6199 gals.).
 EM0457
 EM0457.The modeled gravity was interpolated from observed gravity values.
 EM0457
 EM0457;                    North         East    Units  Estimated Accuracy
 EM0457;SPC OK S     -   149,770.      438,250.      MT  (+/- 180 meters Scaled)
 EM0457
 EM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD299368(NAD 83)
 EM0457
 EM0457                          SUPERSEDED SURVEY CONTROL
 EM0457
 EM0457  NGVD 29 (??/??/92)  495.945  (m)         1627.11   (f) ADJ UNCH    2 0
 EM0457
 EM0457.Superseded values are not recommended for survey control.
 EM0457
 EM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0457.See file dsdata.pdf to determine how the superseded data were derived.
 EM0457
 EM0457_MARKER: DB = BENCH MARK DISK
 EM0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0457_SP_SET: FOUNDATION
 EM0457_STAMPING: T 97 1934
 EM0457_MARK LOGO: CGS
 EM0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0457
 EM0457  HISTORY     - Date     Condition        Report By
 EM0457  HISTORY     - 1934     MONUMENTED       CGS
 EM0457  HISTORY     - 1963     GOOD             CGS
 EM0457  HISTORY     - 1978     GOOD             DOD
 EM0457
 EM0457                          STATION DESCRIPTION
 EM0457
 EM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0457'8.6 MI E FROM HOLLIS.
 EM0457'8.6 MI. E OF ON M.K.T.RAILROAD ABOUT 0.5 MI E OF GOULD, 10 FT. N.
 EM0457'CENTER LINE OF TRACK, SET VERTICALLY IN CONC. FOUNDATION FOR 3 PILLAR
 EM0457'PIER UNDER BRIDGE, ABOUT 3 FT. ABOVE TRACK, AND AT SECOND PIER FROM N.
 EM0457'END OF THE BRIDGE.
 EM0457
 EM0457                          STATION RECOVERY (1963)
 EM0457
 EM0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0457'RECOVERED IN GOOD CONDITION.
 EM0457
 EM0457                          STATION RECOVERY (1978)
 EM0457
 EM0457'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EM0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0468 ***********************************************************************
 EK0468  DESIGNATION -  T 99
 EK0468  PID         -  EK0468
 EK0468  STATE/COUNTY-  OK/PUSHMATAHA
 EK0468  COUNTRY     -  US
 EK0468  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0468
 EK0468                         *CURRENT SURVEY CONTROL
 EK0468  ______________________________________________________________________
 EK0468* NAD 83(1986) POSITION- 34 21 50.     (N) 095 04 02.     (W)   SCALED
 EK0468* NAVD 88 ORTHO HEIGHT -   271.567 (meters)      890.97  (feet) ADJUSTED
 EK0468  ______________________________________________________________________
 EK0468  GEOID HEIGHT    -        -30.922 (meters)                     GEOID18
 EK0468  DYNAMIC HEIGHT  -        271.265 (meters)      889.98  (feet) COMP
 EK0468  MODELED GRAVITY -    979,519.0   (mgal)                       NAVD 88
 EK0468
 EK0468  VERT ORDER      -  SECOND    CLASS 0
 EK0468
 EK0468.The horizontal coordinates were scaled from a map and have
 EK0468.an estimated accuracy of +/- 6 seconds.
 EK0468
 EK0468.The orthometric height was determined by differential leveling and
 EK0468.adjusted by the NATIONAL GEODETIC SURVEY
 EK0468.in June 1991.
 EK0468
 EK0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0468.GEOID18 height accuracy estimate available here.
 EK0468
 EK0468.Click photographs - Photos may exist for this station.
 EK0468
 EK0468.The dynamic height is computed by dividing the NAVD 88
 EK0468.geopotential number by the normal gravity value computed on the
 EK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0468.degrees latitude (g = 980.6199 gals.).
 EK0468
 EK0468.The modeled gravity was interpolated from observed gravity values.
 EK0468
 EK0468;                    North         East    Units  Estimated Accuracy
 EK0468;SPC OK S     -   118,230.      869,730.      MT  (+/- 180 meters Scaled)
 EK0468
 EK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU098044(NAD 83)
 EK0468
 EK0468                          SUPERSEDED SURVEY CONTROL
 EK0468
 EK0468  NGVD 29 (??/??/92)  271.489  (m)          890.71   (f) ADJ UNCH    2 0
 EK0468
 EK0468.Superseded values are not recommended for survey control.
 EK0468
 EK0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0468.See file dsdata.pdf to determine how the superseded data were derived.
 EK0468
 EK0468_MARKER: DB = BENCH MARK DISK
 EK0468_SETTING: 66 = SET IN ROCK OUTCROP
 EK0468_STAMPING: T 99 1960
 EK0468_MARK LOGO: CGS
 EK0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0468+STABILITY: POSITION/ELEVATION WELL
 EK0468
 EK0468  HISTORY     - Date     Condition        Report By
 EK0468  HISTORY     - 1960     MONUMENTED       CGS
 EK0468
 EK0468                          STATION DESCRIPTION
 EK0468
 EK0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0468'4.2 MI SW FROM PICKENS.
 EK0468'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0468'AT PICKENS, THENCE 3.55 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 EK0468'IN SECTION 24, R 21 E, T 2 S, SET IN THE TOP OF A ROCK OUTCROP
 EK0468'WHICH PROJECTS 3 FEET ABOVE THE GROUND, 66 FEET NORTH OF THE
 EK0468'CENTER LINE OF THE ROAD, AND ABOUT 3 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1077 ***********************************************************************
 FJ1077  DESIGNATION -  T11N R7W SEC 9 SE COR 1902
 FJ1077  PID         -  FJ1077
 FJ1077  STATE/COUNTY-  OK/CANADIAN
 FJ1077  COUNTRY     -  US
 FJ1077  USGS QUAD   -  UNION CITY (2018)
 FJ1077
 FJ1077                         *CURRENT SURVEY CONTROL
 FJ1077  ______________________________________________________________________
 FJ1077* NAD 83(1993) POSITION- 35 26 07.42324(N) 097 56 14.15942(W)   ADJUSTED
 FJ1077* NAVD 88 ORTHO HEIGHT -   432.    (meters)     1417.    (feet) VERTCON3
 FJ1077  ______________________________________________________________________
 FJ1077  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FJ1077  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 FJ1077  HORZ ORDER      -  THIRD
 FJ1077
 FJ1077.The horizontal coordinates were established by classical geodetic methods
 FJ1077.and adjusted by the National Geodetic Survey in November 1994.
 FJ1077
 FJ1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1077
 FJ1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1077.GEOID18 height accuracy estimate available here.
 FJ1077
 FJ1077.Click photographs - Photos may exist for this station.
 FJ1077
 FJ1077.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1077
 FJ1077. The following values were computed from the NAD 83(1993) position.
 FJ1077
 FJ1077;                    North         East     Units Scale Factor Converg.
 FJ1077;SPC OK N     -    48,310.647   605,696.476   MT  1.00002642   +0 02 13.3
 FJ1077;SPC OK N     -   158,499.18  1,987,189.19   sFT  1.00002642   +0 02 13.3
 FJ1077;SPC OK S     -   233,181.695   605,696.588   MT  1.00004618   +0 02 08.2
 FJ1077;SPC OK S     -   765,030.28  1,987,189.56   sFT  1.00004618   +0 02 08.2
 FJ1077;UTM  14      - 3,921,847.198   596,461.536   MT  0.99971467   +0 36 58.3
 FJ1077
 FJ1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1077!SPC OK N     -   0.99993641  x   1.00002642  =   0.99996283
 FJ1077!SPC OK S     -   0.99993641  x   1.00004618  =   0.99998259
 FJ1077!UTM  14      -   0.99993641  x   0.99971467  =   0.99965110
 FJ1077
 FJ1077:                Primary Azimuth Mark                     Grid Az
 FJ1077:SPC OK N     -  EL RENO EAST BASE                        344 35 38.3
 FJ1077:SPC OK S     -  EL RENO EAST BASE                        344 35 43.4
 FJ1077:UTM  14      -  EL RENO EAST BASE                        344 00 53.3
 FJ1077
 FJ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9646121847(NAD 83)
 FJ1077
 FJ1077|---------------------------------------------------------------------|
 FJ1077| PID    Reference Object                     Distance      Geod. Az  |
 FJ1077|                                                           dddmmss.s |
 FJ1077| FJ0465 EL RENO EAST BASE                   APPROX. 1.1 KM 3443751.6 |
 FJ1077|---------------------------------------------------------------------|
 FJ1077
 FJ1077                          SUPERSEDED SURVEY CONTROL
 FJ1077
 FJ1077  NAD 83(1986)-  35 26 07.42838(N)    097 56 14.14375(W) AD(       ) 3
 FJ1077  NAD 27      -  35 26 07.23800(N)    097 56 12.97400(W) AD(       ) 3
 FJ1077  USSD        -  35 26 07.16200(N)    097 56 13.30800(W) AD(       ) 3
 FJ1077  NGVD 29 (07/19/86)  432.     (m)         1417.     (f) VERT ANG       
 FJ1077
 FJ1077.Superseded values are not recommended for survey control.
 FJ1077
 FJ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1077.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1077
 FJ1077_MARKER: V = STONE MONUMENT
 FJ1077_SETTING: 0 = UNSPECIFIED SETTING
 FJ1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1077
 FJ1077  HISTORY     - Date     Condition        Report By
 FJ1077  HISTORY     - 1902     MONUMENTED       CGS
 FJ1077  HISTORY     - 1934     GOOD             CGS
 FJ1077
 FJ1077                          STATION DESCRIPTION
 FJ1077
 FJ1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 FJ1077'A STONE (SEE DESCRIPTION OF STATION EL RENO EAST BASE).
 FJ1077
 FJ1077                          STATION RECOVERY (1934)
 FJ1077
 FJ1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1077'COMMON TO SECS. 9, 10, 15 AND 16, T. 11 N., R. 7 W.  IF IT IS IN
 FJ1077'PLACE, IT IS UNDER PAVED U.S. HIGHWAY 81.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1113 ***********************************************************************
 FJ1113  DESIGNATION -  T14N R6W SEC 17 SE COR 1902
 FJ1113  PID         -  FJ1113
 FJ1113  STATE/COUNTY-  OK/CANADIAN
 FJ1113  COUNTRY     -  US
 FJ1113  USGS QUAD   -  EL RENO NE (2018)
 FJ1113
 FJ1113                         *CURRENT SURVEY CONTROL
 FJ1113  ______________________________________________________________________
 FJ1113* NAD 83(1993) POSITION- 35 40 54.92124(N) 097 51 06.57168(W)   ADJUSTED
 FJ1113* NAVD 88 ORTHO HEIGHT -   393.    (meters)     1289.    (feet) VERTCON3
 FJ1113  ______________________________________________________________________
 FJ1113  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 FJ1113  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 FJ1113  HORZ ORDER      -  THIRD
 FJ1113
 FJ1113.The horizontal coordinates were established by classical geodetic methods
 FJ1113.and adjusted by the National Geodetic Survey in November 1994.
 FJ1113
 FJ1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1113
 FJ1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1113.GEOID18 height accuracy estimate available here.
 FJ1113
 FJ1113.Click photographs - Photos may exist for this station.
 FJ1113
 FJ1113.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1113
 FJ1113. The following values were computed from the NAD 83(1993) position.
 FJ1113
 FJ1113;                    North         East     Units Scale Factor Converg.
 FJ1113;SPC OK N     -    75,671.506   613,413.146   MT  0.99998108   +0 05 14.8
 FJ1113;SPC OK N     -   248,265.60  2,012,506.30   sFT  0.99998108   +0 05 14.8
 FJ1113;UTM  14      - 3,949,277.219   603,898.435   MT  0.99973302   +0 40 11.2
 FJ1113
 FJ1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1113!SPC OK N     -   0.99994255  x   0.99998108  =   0.99992363
 FJ1113!UTM  14      -   0.99994255  x   0.99973302  =   0.99967558
 FJ1113
 FJ1113:                Primary Azimuth Mark                     Grid Az
 FJ1113:SPC OK N     -  EICHOFF                                  349 23 57.7
 FJ1113:UTM  14      -  EICHOFF                                  348 49 01.3
 FJ1113
 FJ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0389849277(NAD 83)
 FJ1113
 FJ1113|---------------------------------------------------------------------|
 FJ1113| PID    Reference Object                     Distance      Geod. Az  |
 FJ1113|                                                           dddmmss.s |
 FJ1113| FJ1110 EICHOFF                             APPROX. 1.6 KM 3492912.5 |
 FJ1113|---------------------------------------------------------------------|
 FJ1113
 FJ1113                          SUPERSEDED SURVEY CONTROL
 FJ1113
 FJ1113  NAD 83(1986)-  35 40 54.92637(N)    097 51 06.55681(W) AD(       ) 3
 FJ1113  NAD 27      -  35 40 54.75551(N)    097 51 05.38510(W) AD(       ) 3
 FJ1113  USSD        -  35 40 54.68000(N)    097 51 05.70000(W) AD(       ) 3
 FJ1113  NGVD 29 (07/19/86)  393.     (m)         1289.     (f) VERT ANG       
 FJ1113
 FJ1113.Superseded values are not recommended for survey control.
 FJ1113
 FJ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1113.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1113
 FJ1113_MARKER: V = STONE MONUMENT
 FJ1113_SETTING: 0 = UNSPECIFIED SETTING
 FJ1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1113
 FJ1113  HISTORY     - Date     Condition        Report By
 FJ1113  HISTORY     - 1902     MONUMENTED       CGS
 FJ1113  HISTORY     - 1934     GOOD             CGS
 FJ1113
 FJ1113                          STATION DESCRIPTION
 FJ1113
 FJ1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 FJ1113'A STONE (SEE DESCRIPTION OF STATION EICHOFF).
 FJ1113
 FJ1113                          STATION RECOVERY (1934)
 FJ1113
 FJ1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1113'SOUTHEAST CORNER OF SEC. 17, T. 14 N., R. 6 W., ACCORDING TO
 FJ1113'INFORMATION GIVEN BY MRS. THELANS SON-IN-LAW LIVING ON LAND, THIS
 FJ1113'CORNER MARK WAS IN PLACE, BUT IN ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1153 ***********************************************************************
 FJ1153  DESIGNATION -  T17N R7W SEC 29 SW COR 1902
 FJ1153  PID         -  FJ1153
 FJ1153  STATE/COUNTY-  OK/KINGFISHER
 FJ1153  COUNTRY     -  US
 FJ1153  USGS QUAD   -  DOVER (2018)
 FJ1153
 FJ1153                         *CURRENT SURVEY CONTROL
 FJ1153  ______________________________________________________________________
 FJ1153* NAD 83(1993) POSITION- 35 54 46.56914(N) 097 58 44.01043(W)   ADJUSTED
 FJ1153* NAVD 88 ORTHO HEIGHT -   354.7   (meters)     1164.    (feet) VERTCON3
 FJ1153  ______________________________________________________________________
 FJ1153  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 FJ1153  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 FJ1153  HORZ ORDER      -  THIRD
 FJ1153
 FJ1153.The horizontal coordinates were established by classical geodetic methods
 FJ1153.and adjusted by the National Geodetic Survey in November 1994.
 FJ1153
 FJ1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1153
 FJ1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1153.GEOID18 height accuracy estimate available here.
 FJ1153
 FJ1153.Click photographs - Photos may exist for this station.
 FJ1153
 FJ1153.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1153
 FJ1153. The following values were computed from the NAD 83(1993) position.
 FJ1153
 FJ1153;                    North         East     Units Scale Factor Converg.
 FJ1153;SPC OK N     -   101,292.766   601,905.199   MT  0.99995522   +0 00 44.8
 FJ1153;SPC OK N     -   332,324.68  1,974,750.64   sFT  0.99995522   +0 00 44.8
 FJ1153;UTM  14      - 3,974,773.419   592,132.641   MT  0.99970459   +0 35 56.3
 FJ1153
 FJ1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1153!SPC OK N     -   0.99994861  x   0.99995522  =   0.99990383
 FJ1153!UTM  14      -   0.99994861  x   0.99970459  =   0.99965321
 FJ1153
 FJ1153:                Primary Azimuth Mark                     Grid Az
 FJ1153:SPC OK N     -  BURSON RESET                             037 23 49.5
 FJ1153:UTM  14      -  BURSON RESET                             036 48 38.0
 FJ1153
 FJ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9213274773(NAD 83)
 FJ1153
 FJ1153|---------------------------------------------------------------------|
 FJ1153| PID    Reference Object                     Distance      Geod. Az  |
 FJ1153|                                                           dddmmss.s |
 FJ1153| FJ1152 BURSON RESET                        APPROX. 1.8 KM 0372434.3 |
 FJ1153|---------------------------------------------------------------------|
 FJ1153
 FJ1153                          SUPERSEDED SURVEY CONTROL
 FJ1153
 FJ1153  NAD 83(1986)-  35 54 46.57421(N)    097 58 43.99699(W) AD(       ) 3
 FJ1153  NAD 27      -  35 54 46.65324(N)    097 58 42.59512(W) AD(       ) 3
 FJ1153  USSD        -  35 54 46.58700(N)    097 58 42.90000(W) AD(       ) 3
 FJ1153  NGVD 29 (07/19/86)  354.5    (m)         1163.     (f) VERT ANG       
 FJ1153
 FJ1153.Superseded values are not recommended for survey control.
 FJ1153
 FJ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1153.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1153
 FJ1153_MARKER: Z = SEE DESCRIPTION
 FJ1153_SETTING: 0 = UNSPECIFIED SETTING
 FJ1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1153
 FJ1153  HISTORY     - Date     Condition        Report By
 FJ1153  HISTORY     - 1902     MONUMENTED       CGS
 FJ1153  HISTORY     - 1934     GOOD             CGS
 FJ1153
 FJ1153                          STATION DESCRIPTION
 FJ1153
 FJ1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 FJ1153'(SEE DESCRIPTION OF STATION BURSON).
 FJ1153
 FJ1153                          STATION RECOVERY (1934)
 FJ1153
 FJ1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1153'SOUTHWEST CORNER OF SEC. 29, T. 17 N., R. 7 W., IF IN PLACE,
 FJ1153'IS ABOUT 2 FEET IN ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1417 ***********************************************************************
 GL1417  DESIGNATION -  T1N R4E SEC 36 SE COR
 GL1417  PID         -  GL1417
 GL1417  STATE/COUNTY-  OK/CIMARRON
 GL1417  COUNTRY     -  US
 GL1417  USGS QUAD   -  BOISE CITY SE (2018)
 GL1417
 GL1417                         *CURRENT SURVEY CONTROL
 GL1417  ______________________________________________________________________
 GL1417* NAD 83(1993) POSITION- 36 30 05.62088(N) 102 34 16.26696(W)   ADJUSTED
 GL1417* NAVD 88 ORTHO HEIGHT -  1268.0   (meters)     4160.    (feet) VERTCON3
 GL1417  ______________________________________________________________________
 GL1417  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 GL1417  LAPLACE CORR    -         -4.51  (seconds)                    DEFLEC18
 GL1417  HORZ ORDER      -  FIRST
 GL1417
 GL1417.The horizontal coordinates were established by classical geodetic methods
 GL1417.and adjusted by the National Geodetic Survey in November 1994.
 GL1417
 GL1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1417
 GL1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1417.GEOID18 height accuracy estimate available here.
 GL1417
 GL1417.Click photographs - Photos may exist for this station.
 GL1417
 GL1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1417
 GL1417. The following values were computed from the NAD 83(1993) position.
 GL1417
 GL1417;                    North         East     Units Scale Factor Converg.
 GL1417;SPC OK N     -   176,243.698   190,637.405   MT  0.99996236   -2 41 51.6
 GL1417;SPC OK N     -   578,226.20    625,449.55   sFT  0.99996236   -2 41 51.6
 GL1417;SPC TX N     - 1,278,054.584   104,026.523   MT  1.00008977   -0 37 14.8
 GL1417;SPC TX N     - 4,193,084.08    341,293.68   sFT  1.00008977   -0 37 14.8
 GL1417;UTM  13      - 4,042,324.812   717,527.992   MT  1.00018302   +1 26 43.2
 GL1417
 GL1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1417!SPC OK N     -   0.99980478  x   0.99996236  =   0.99976714
 GL1417!SPC TX N     -   0.99980478  x   1.00008977  =   0.99989453
 GL1417!UTM  13      -   0.99980478  x   1.00018302  =   0.99998776
 GL1417
 GL1417:                Primary Azimuth Mark                     Grid Az
 GL1417:SPC OK N     -  T1N R4E SEC 36 SE COR RM 2               272 45 47.2
 GL1417:SPC TX N     -  T1N R4E SEC 36 SE COR RM 2               270 41 10.4
 GL1417:UTM  13      -  T1N R4E SEC 36 SE COR RM 2               268 37 12.4
 GL1417
 GL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1752742324(NAD 83)
 GL1417
 GL1417|---------------------------------------------------------------------|
 GL1417| PID    Reference Object                     Distance      Geod. Az  |
 GL1417|                                                           dddmmss.s |
 GL1417| CM9303 T1N R4E SEC 36 SE COR RM 1           29.568 METERS 01720     |
 GL1417| CM9304 T1N R4E SEC 36 SE COR RM 2                         2700355.6 |
 GL1417| GL1442 RABBIT EAR BUTTE N MOST PEAK        APPROX.53.7 KM 2732548.6 |
 GL1417|---------------------------------------------------------------------|
 GL1417
 GL1417                          SUPERSEDED SURVEY CONTROL
 GL1417
 GL1417  NAD 83(1992)-  36 30 05.63235(N)    102 34 16.25957(W) AD(       ) 1
 GL1417  NAD 83(1986)-  36 30 05.63290(N)    102 34 16.25934(W) AD(       ) 1
 GL1417  NAD 27      -  36 30 05.53800(N)    102 34 14.58700(W) AD(       ) 1
 GL1417  NGVD 29 (07/19/86) 1267.5    (m)         4158.     (f) VERT ANG       
 GL1417
 GL1417.Superseded values are not recommended for survey control.
 GL1417
 GL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1417.See file dsdata.pdf to determine how the superseded data were derived.
 GL1417
 GL1417_MARKER: DS = TRIANGULATION STATION DISK
 GL1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1417
 GL1417  HISTORY     - Date     Condition        Report By
 GL1417  HISTORY     - 1931     MONUMENTED       CGS
 GL1417  HISTORY     - 1968     MARK NOT FOUND   CGS
 GL1417
 GL1417                          STATION DESCRIPTION
 GL1417
 GL1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1417'ON AN EAST-AND-WEST FENCE LINE, AT WEST END OF A LONG WIRE
 GL1417'GATE AND AT FOOT OF WIRE BRACE ON WEST GATE POST.  REACHED
 GL1417'FROM BOISE CITY BY GOING SOUTH ON OKLAHOMA ROUTE 41 (ROAD
 GL1417'TO DALHART, TEX.) TO POINT WHERE ROAD TURNS LEFT ALONG STATE
 GL1417'LINE.  TURN RIGHT AND GO 1 MILE TO STATION.  FROM TEXLINE,
 GL1417'TEX., GO EAST 14 MILES ON MAIN ROAD FROM A MAGNOLIA FILLING
 GL1417'STATION, NORTH 4 MILES, EAST 10-1/2 MILES TO A T-INTERSECTION.
 GL1417'THENCE NORTH 3-1/2 MILES TO ANOTHER T-INTERSECTION.  THEN
 GL1417'WEST 0.8 MILE TO WHERE MAIN ROAD TURNS TO RIGHT, AND CONTINUE
 GL1417'STRAIGHT AHEAD 1 MILE TO STATION.  SURFACE MARK IS STANDARD
 GL1417'DISK STATION MARK IN CONCRETE.  NO UNDERGROUND
 GL1417'MARK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 GL1417'CONCRETE.  ONE IS 0.38 MILE FROM STATION N 89 DEG 56 MIN W.
 GL1417'THE OTHER IS 29.568 METERS (97.01 FEET)
 GL1417'FROM STATION N 17 DEG 20 MIN E.  BEARING FROM STATION
 GL1417'OF RABBIT EAR BUTTE, NORTHERNMOST PEAK, TIP, N 86 DEG 34 MIN W.
 GL1417
 GL1417                          STATION RECOVERY (1968)
 GL1417
 GL1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GL1417'STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK) AND REFERENCE
 GL1417'MARK NO. 2 WERE SEARCHED FOR BUT NOT FOUND.  SINCE THE STATION
 GL1417'WAS NOT REFERENCED TO ANY EXISTING LANDMARKS THE STATION
 GL1417'WAS NOT RECOVERED.  ABOUT 2 HOURS WAS SPENT DIGGING FOR THE
 GL1417'MARKS.  ASSUMED ALL MARKS ARE INPLACE BUT COVERED WITH HEAVY
 GL1417'SAND.
 GL1417'
 GL1417'TO REACH THE STATION FROM THE SOUTH SIDE OF THE SQUARE IN
 GL1417'BOISE CITY, GO SOUTHWEST ON U.S. HIGHWAYS 56 AND 64 FOR 3.35
 GL1417'MILES TO THE JUNCTION OF U.S. HIGHWAY 385.  TURN LEFT AND GO
 GL1417'SOUTH ON U.S. HIGHWAY 385 FOR 14.35 MILES TO A CROSSROAD
 GL1417'JUST SOUTH OF A SIGN LEAVING OKLAHOMA.  TURN RIGHT AND GO WEST
 GL1417'ON STATE LINE ROAD FOR 1.0 MILE TO STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0938 ***********************************************************************
 EL0938  DESIGNATION -  T1S R5W SEC 25 SW COR 1902
 EL0938  PID         -  EL0938
 EL0938  STATE/COUNTY-  OK/STEPHENS
 EL0938  COUNTRY     -  US
 EL0938  USGS QUAD   -  VELMA (2018)
 EL0938
 EL0938                         *CURRENT SURVEY CONTROL
 EL0938  ______________________________________________________________________
 EL0938* NAD 83(1993) POSITION- 34 26 03.71633(N) 097 41 04.86393(W)   NO CHECK
 EL0938* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) SCALED
 EL0938  ______________________________________________________________________
 EL0938  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 EL0938  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 EL0938  HORZ ORDER      -  THIRD
 EL0938
 EL0938.The horizontal coordinates were established by classical geodetic methods
 EL0938.and adjusted by the National Geodetic Survey in November 1994.
 EL0938
 EL0938.No horizontal observational check was made to the station.
 EL0938
 EL0938.The orthometric height was scaled from a topographic map.
 EL0938
 EL0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0938.GEOID18 height accuracy estimate available here.
 EL0938
 EL0938.Click photographs - Photos may exist for this station.
 EL0938
 EL0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0938
 EL0938. The following values were computed from the NAD 83(1993) position.
 EL0938
 EL0938;                    North         East     Units Scale Factor Converg.
 EL0938;SPC OK S     -   122,175.188   628,979.448   MT  0.99993934   +0 10 44.3
 EL0938;SPC OK S     -   400,836.43  2,063,576.74   sFT  0.99993934   +0 10 44.3
 EL0938;UTM  14      - 3,811,103.741   620,848.652   MT  0.99978001   +0 44 37.9
 EL0938
 EL0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0938!SPC OK S     -   0.99994187  x   0.99993934  =   0.99988122
 EL0938!UTM  14      -   0.99994187  x   0.99978001  =   0.99972190
 EL0938
 EL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2084811103(NAD 83)
 EL0938
 EL0938                          SUPERSEDED SURVEY CONTROL
 EL0938
 EL0938  NAD 83(1986)-  34 26 03.72053(N)    097 41 04.85167(W) AD(       ) 3
 EL0938  NAD 27      -  34 26 03.42000(N)    097 41 03.74000(W) AD(       ) 3
 EL0938  USSD        -  34 26 03.33000(N)    097 41 04.14000(W) AD(       ) 3
 EL0938
 EL0938.Superseded values are not recommended for survey control.
 EL0938
 EL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0938.See file dsdata.pdf to determine how the superseded data were derived.
 EL0938
 EL0938_MARKER: Z = SEE DESCRIPTION
 EL0938_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 EL0938_SP_SET: OBJECT IMBEDDED IN GROUND
 EL0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0938
 EL0938  HISTORY     - Date     Condition        Report By
 EL0938  HISTORY     - 1902     MONUMENTED       USGS
 EL0938
 EL0938                          STATION DESCRIPTION
 EL0938
 EL0938'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 EL0938'SEE STATION ARBUCKLE-VELMA USGS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0691 ***********************************************************************
 EM0691  DESIGNATION -  T1S R8W SECS 9 16 QUAR SEC COR
 EM0691  PID         -  EM0691
 EM0691  STATE/COUNTY-  OK/STEPHENS
 EM0691  COUNTRY     -  US
 EM0691  USGS QUAD   -  EMPIRE CITY (2018)
 EM0691
 EM0691                         *CURRENT SURVEY CONTROL
 EM0691  ______________________________________________________________________
 EM0691* NAD 83(1993) POSITION- 34 28 42.16275(N) 098 02 36.69043(W)   NO CHECK
 EM0691* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 EM0691  ______________________________________________________________________
 EM0691  GEOID HEIGHT    -        -25.541 (meters)                     GEOID18
 EM0691  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 EM0691  HORZ ORDER      -  THIRD
 EM0691
 EM0691.The horizontal coordinates were established by classical geodetic methods
 EM0691.and adjusted by the National Geodetic Survey in November 1994.
 EM0691
 EM0691.No horizontal observational check was made to the station.
 EM0691
 EM0691.The orthometric height was scaled from a topographic map.
 EM0691
 EM0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0691.GEOID18 height accuracy estimate available here.
 EM0691
 EM0691.Click photographs - Photos may exist for this station.
 EM0691
 EM0691.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0691
 EM0691. The following values were computed from the NAD 83(1993) position.
 EM0691
 EM0691;                    North         East     Units Scale Factor Converg.
 EM0691;SPC OK S     -   127,012.867   596,001.872   MT  0.99993764   -0 01 28.9
 EM0691;SPC OK S     -   416,708.05  1,955,382.81   sFT  0.99993764   -0 01 28.9
 EM0691;UTM  14      - 3,815,614.748   587,831.639   MT  0.99969509   +0 32 29.4
 EM0691
 EM0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0691!SPC OK S     -   0.99994545  x   0.99993764  =   0.99988309
 EM0691!UTM  14      -   0.99994545  x   0.99969509  =   0.99964055
 EM0691
 EM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND8783115614(NAD 83)
 EM0691
 EM0691                          SUPERSEDED SURVEY CONTROL
 EM0691
 EM0691  NAD 83(1986)-  34 28 42.16617(N)    098 02 36.67627(W) AD(       ) 3
 EM0691  NAD 27      -  34 28 41.88000(N)    098 02 35.55000(W) AD(       ) 3
 EM0691  USSD        -  34 28 41.81000(N)    098 02 35.93000(W) AD(       ) 3
 EM0691
 EM0691.Superseded values are not recommended for survey control.
 EM0691
 EM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0691.See file dsdata.pdf to determine how the superseded data were derived.
 EM0691
 EM0691_MARKER: U = CONCRETE POST
 EM0691_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 EM0691_SP_SET: OBJECT IMBEDDED IN GROUND
 EM0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0691
 EM0691  HISTORY     - Date     Condition        Report By
 EM0691  HISTORY     - 1902     MONUMENTED       CGS
 EM0691
 EM0691                          STATION DESCRIPTION
 EM0691
 EM0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 EM0691'SEE STATION DUNCAN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0806 ***********************************************************************
 GH0806  DESIGNATION -  T21N R7W SECS 23 24 Q SEC COR
 GH0806  PID         -  GH0806
 GH0806  STATE/COUNTY-  OK/GARFIELD
 GH0806  COUNTRY     -  US
 GH0806  USGS QUAD   -  WAUKOMIS (2018)
 GH0806
 GH0806                         *CURRENT SURVEY CONTROL
 GH0806  ______________________________________________________________________
 GH0806* NAD 83(1993) POSITION- 36 16 55.96405(N) 097 54 27.65913(W)   ADJUSTED
 GH0806* NAVD 88 ORTHO HEIGHT -   384.    (meters)     1260.    (feet) SCALED
 GH0806  ______________________________________________________________________
 GH0806  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 GH0806  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 GH0806  HORZ ORDER      -  THIRD
 GH0806
 GH0806.The horizontal coordinates were established by classical geodetic methods
 GH0806.and adjusted by the National Geodetic Survey in November 1994.
 GH0806
 GH0806.The orthometric height was scaled from a topographic map.
 GH0806
 GH0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0806.GEOID18 height accuracy estimate available here.
 GH0806
 GH0806.Click photographs - Photos may exist for this station.
 GH0806
 GH0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0806
 GH0806. The following values were computed from the NAD 83(1993) position.
 GH0806
 GH0806;                    North         East     Units Scale Factor Converg.
 GH0806;SPC OK N     -   142,269.571   608,293.438   MT  0.99994741   +0 03 16.1
 GH0806;SPC OK N     -   466,762.75  1,995,709.39   sFT  0.99994741   +0 03 16.1
 GH0806;UTM  14      - 4,015,804.047   598,097.768   MT  0.99971857   +0 38 47.2
 GH0806
 GH0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0806!SPC OK N     -   0.99994405  x   0.99994741  =   0.99989147
 GH0806!UTM  14      -   0.99994405  x   0.99971857  =   0.99966264
 GH0806
 GH0806:                Primary Azimuth Mark                     Grid Az
 GH0806:SPC OK N     -  ENID ICE PLANT STACK                     012 51 52.8
 GH0806:UTM  14      -  ENID ICE PLANT STACK                     012 16 21.7
 GH0806
 GH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9809715804(NAD 83)
 GH0806
 GH0806|---------------------------------------------------------------------|
 GH0806| PID    Reference Object                     Distance      Geod. Az  |
 GH0806|                                                           dddmmss.s |
 GH0806| GH0813 ENID ICE PLANT STACK                APPROX.12.1 KM 0125508.9 |
 GH0806| GH0396 WAUKOMIS                            305.050 METERS 31539     |
 GH0806|---------------------------------------------------------------------|
 GH0806
 GH0806                          SUPERSEDED SURVEY CONTROL
 GH0806
 GH0806  NAD 83(1986)-  36 16 55.96960(N)    097 54 27.64695(W) AD(       ) 3
 GH0806  NAD 27      -  36 16 55.85200(N)    097 54 26.44600(W) AD(       ) 3
 GH0806  USSD        -  36 16 55.78300(N)    097 54 26.73200(W) AD(       ) 3
 GH0806
 GH0806.Superseded values are not recommended for survey control.
 GH0806
 GH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0806.See file dsdata.pdf to determine how the superseded data were derived.
 GH0806
 GH0806_MARKER: DD = SURVEY DISK
 GH0806_SETTING: 0 = UNSPECIFIED SETTING
 GH0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0806
 GH0806  HISTORY     - Date     Condition        Report By
 GH0806  HISTORY     - 1902     MONUMENTED       USGLO
 GH0806  HISTORY     - 1934     GOOD             USGLO
 GH0806
 GH0806                          STATION DESCRIPTION
 GH0806
 GH0806'DESCRIBED BY US GENERAL LAND OFFICE 1902 (WB)
 GH0806'A STONE 304.6 METERS (999 FEET) BEARING S 44 DEG 21 MIN E.
 GH0806
 GH0806                          STATION RECOVERY (1934)
 GH0806
 GH0806'RECOVERY NOTE BY US GENERAL LAND OFFICE 1934 (CLG)
 GH0806'COMMON TO SECTIONS 23 AND 24, T. 21 N., R. 7 W., NOW LOCATED
 GH0806'BY 1-1/4-INCH IRON PIPES SET 2 FEET IN THE GROUND, PROJECTING
 GH0806'2 INCHES, SET 26 FEET EAST AND 26 FEET WEST OF STONE, THE
 GH0806'STONE IN LINE OF MARKERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0763 ***********************************************************************
 GH0763  DESIGNATION -  T23N R4W SEC 25 CENTER 1902
 GH0763  PID         -  GH0763
 GH0763  STATE/COUNTY-  OK/GARFIELD
 GH0763  COUNTRY     -  US
 GH0763  USGS QUAD   -  GARBER (2018)
 GH0763
 GH0763                         *CURRENT SURVEY CONTROL
 GH0763  ______________________________________________________________________
 GH0763* NAD 83(1993) POSITION- 36 26 26.85448(N) 097 34 39.04646(W)   NO CHECK
 GH0763* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 GH0763  ______________________________________________________________________
 GH0763  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 GH0763  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 GH0763  HORZ ORDER      -  THIRD
 GH0763
 GH0763.The horizontal coordinates were established by classical geodetic methods
 GH0763.and adjusted by the National Geodetic Survey in November 1994.
 GH0763
 GH0763.No horizontal observational check was made to the station.
 GH0763
 GH0763.The orthometric height was scaled from a topographic map.
 GH0763
 GH0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0763.GEOID18 height accuracy estimate available here.
 GH0763
 GH0763.Click photographs - Photos may exist for this station.
 GH0763
 GH0763.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0763
 GH0763. The following values were computed from the NAD 83(1993) position.
 GH0763
 GH0763;                    North         East     Units Scale Factor Converg.
 GH0763;SPC OK N     -   159,944.207   637,878.123   MT  0.99995675   +0 14 57.6
 GH0763;SPC OK N     -   524,750.29  2,092,771.81   sFT  0.99995675   +0 14 57.6
 GH0763;UTM  14      - 4,033,780.813   627,492.017   MT  0.99980026   +0 50 42.2
 GH0763
 GH0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0763!SPC OK N     -   0.99994790  x   0.99995675  =   0.99990465
 GH0763!UTM  14      -   0.99994790  x   0.99980026  =   0.99974817
 GH0763
 GH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2749233780(NAD 83)
 GH0763
 GH0763                          SUPERSEDED SURVEY CONTROL
 GH0763
 GH0763  NAD 83(1986)-  36 26 26.86316(N)    097 34 39.03510(W) AD(       ) 3
 GH0763  NAD 27      -  36 26 26.74000(N)    097 34 37.86000(W) AD(       ) 3
 GH0763  USSD        -  36 26 26.66000(N)    097 34 38.13000(W) AD(       ) 3
 GH0763
 GH0763.Superseded values are not recommended for survey control.
 GH0763
 GH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0763.See file dsdata.pdf to determine how the superseded data were derived.
 GH0763
 GH0763_MARKER: DD = SURVEY DISK
 GH0763_SETTING: 0 = UNSPECIFIED SETTING
 GH0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0763
 GH0763  HISTORY     - Date     Condition        Report By
 GH0763  HISTORY     - 1902     MONUMENTED       CGS
 GH0763  HISTORY     - 1934     GOOD             USGLO
 GH0763
 GH0763                          STATION DESCRIPTION
 GH0763
 GH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 GH0763'SEE DESCRIPTION OF STATION GARBER.
 GH0763
 GH0763                          STATION RECOVERY (1934)
 GH0763
 GH0763'RECOVERY NOTE BY US GENERAL LAND OFFICE 1934 (CLG)
 GH0763'THE CENTER OF SECTION 25, T. 23 N., R. 4 W.  IF IT IS IN PLACE,
 GH0763'IT IS IN THE CENTER OF THE NORTH-SOUTH ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0846 ***********************************************************************
 GH0846  DESIGNATION -  T24N R4W SEC 3 SW COR STONE
 GH0846  PID         -  GH0846
 GH0846  STATE/COUNTY-  OK/GARFIELD
 GH0846  COUNTRY     -  US
 GH0846  USGS QUAD   -  LAMONT SE (2018)
 GH0846
 GH0846                         *CURRENT SURVEY CONTROL
 GH0846  ______________________________________________________________________
 GH0846* NAD 83(1997) POSITION- 36 34 41.62547(N) 097 37 20.30215(W)   NO CHECK
 GH0846* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 GH0846  ______________________________________________________________________
 GH0846  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 GH0846  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 GH0846  HORZ ORDER      -  THIRD
 GH0846
 GH0846.The horizontal coordinates were established by classical geodetic methods
 GH0846.and adjusted by the National Geodetic Survey in October 1998.
 GH0846
 GH0846.No horizontal observational check was made to the station.
 GH0846
 GH0846.The orthometric height was scaled from a topographic map.
 GH0846
 GH0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0846.GEOID18 height accuracy estimate available here.
 GH0846
 GH0846.Click photographs - Photos may exist for this station.
 GH0846
 GH0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0846
 GH0846. The following values were computed from the NAD 83(1997) position.
 GH0846
 GH0846;                    North         East     Units Scale Factor Converg.
 GH0846;SPC OK N     -   175,178.090   633,802.873   MT  0.99997104   +0 13 22.4
 GH0846;SPC OK N     -   574,730.12  2,079,401.59   sFT  0.99997104   +0 13 22.4
 GH0846;UTM  14      - 4,048,968.830   623,258.984   MT  0.99978718   +0 49 16.0
 GH0846
 GH0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0846!SPC OK N     -   0.99995104  x   0.99997104  =   0.99992208
 GH0846!UTM  14      -   0.99995104  x   0.99978718  =   0.99973823
 GH0846
 GH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2325848968(NAD 83)
 GH0846
 GH0846                          SUPERSEDED SURVEY CONTROL
 GH0846
 GH0846  NAD 83(1993)-  36 34 41.62588(N)    097 37 20.30207(W) AD(       ) 3
 GH0846  NAD 83(1986)-  36 34 41.63438(N)    097 37 20.29203(W) AD(       ) 3
 GH0846  NAD 27      -  36 34 41.52000(N)    097 37 19.11000(W) AD(       ) 3
 GH0846  USSD        -  36 34 41.44000(N)    097 37 19.37000(W) AD(       ) 3
 GH0846
 GH0846.Superseded values are not recommended for survey control.
 GH0846
 GH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0846.See file dsdata.pdf to determine how the superseded data were derived.
 GH0846
 GH0846_MARKER: V = STONE MONUMENT
 GH0846_SETTING: 0 = UNSPECIFIED SETTING
 GH0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0846
 GH0846  HISTORY     - Date     Condition        Report By
 GH0846  HISTORY     - 1902     MONUMENTED       CGS
 GH0846  HISTORY     - 1934     GOOD             CGS
 GH0846
 GH0846                          STATION DESCRIPTION
 GH0846
 GH0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 GH0846'A STONE.
 GH0846
 GH0846                          STATION RECOVERY (1934)
 GH0846
 GH0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0846'SOUTHWEST CORNER OF SEC. 3, T. 24 N., R. 4 W., IS IN A GRADED
 GH0846'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0836 ***********************************************************************
 GH0836  DESIGNATION -  T28N R5W SEC 14 SE COR
 GH0836  PID         -  GH0836
 GH0836  STATE/COUNTY-  OK/GRANT
 GH0836  COUNTRY     -  US
 GH0836  USGS QUAD   -  RENFROW (2018)
 GH0836
 GH0836                         *CURRENT SURVEY CONTROL
 GH0836  ______________________________________________________________________
 GH0836* NAD 83(1997) POSITION- 36 53 51.97307(N) 097 41 46.51867(W)   NO CHECK
 GH0836* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 GH0836  ______________________________________________________________________
 GH0836  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 GH0836  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 GH0836  HORZ ORDER      -  THIRD
 GH0836
 GH0836.The horizontal coordinates were established by classical geodetic methods
 GH0836.and adjusted by the National Geodetic Survey in October 1998.
 GH0836
 GH0836.No horizontal observational check was made to the station.
 GH0836
 GH0836.The orthometric height was scaled from a topographic map.
 GH0836
 GH0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0836.GEOID18 height accuracy estimate available here.
 GH0836
 GH0836.Click photographs - Photos may exist for this station.
 GH0836
 GH0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0836
 GH0836. The following values were computed from the NAD 83(1997) position.
 GH0836
 GH0836;                    North         East     Units Scale Factor Converg.
 GH0836;SPC OK N     -   210,614.896   627,073.661   MT  1.00002655   +0 10 45.3
 GH0836;SPC OK N     -   690,992.37  2,057,324.17   sFT  1.00002655   +0 10 45.3
 GH0836;UTM  14      - 4,084,325.342   616,160.025   MT  0.99976623   +0 46 58.2
 GH0836
 GH0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0836!SPC OK N     -   0.99994588  x   1.00002655  =   0.99997243
 GH0836!UTM  14      -   0.99994588  x   0.99976623  =   0.99971213
 GH0836
 GH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1616084325(NAD 83)
 GH0836
 GH0836                          SUPERSEDED SURVEY CONTROL
 GH0836
 GH0836  NAD 83(1993)-  36 53 51.97501(N)    097 41 46.51938(W) AD(       ) 3
 GH0836  NAD 83(1986)-  36 53 51.98096(N)    097 41 46.50983(W) AD(       ) 3
 GH0836  NAD 27      -  36 53 51.89000(N)    097 41 45.32000(W) AD(       ) 3
 GH0836  USSD        -  36 53 51.82000(N)    097 41 45.55000(W) AD(       ) 3
 GH0836
 GH0836.Superseded values are not recommended for survey control.
 GH0836
 GH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0836.See file dsdata.pdf to determine how the superseded data were derived.
 GH0836
 GH0836_MARKER: Z = SEE DESCRIPTION
 GH0836_SETTING: 0 = UNSPECIFIED SETTING
 GH0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0836
 GH0836  HISTORY     - Date     Condition        Report By
 GH0836  HISTORY     - 1902     MONUMENTED       CGS
 GH0836  HISTORY     - 1934     SEE DESCRIPTION  CGS
 GH0836
 GH0836                          STATION DESCRIPTION
 GH0836
 GH0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0836'SECTION CORNER IS SUPPOSED TO BE IN PLACE BUT IN ROAD GRADE
 GH0836'APPROXIMATELY 2 FEET BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0958 ***********************************************************************
 EL0958  DESIGNATION -  T5S R7W SEC 25 CENTER 1902
 EL0958  PID         -  EL0958
 EL0958  STATE/COUNTY-  OK/JEFFERSON
 EL0958  COUNTRY     -  US
 EL0958  USGS QUAD   -  RYAN (2019)
 EL0958
 EL0958                         *CURRENT SURVEY CONTROL
 EL0958  ______________________________________________________________________
 EL0958* NAD 83(1993) POSITION- 34 05 34.63922(N) 097 53 10.55424(W)   NO CHECK
 EL0958* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) VERTCON3
 EL0958  ______________________________________________________________________
 EL0958  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 EL0958  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 EL0958  HORZ ORDER      -  THIRD
 EL0958
 EL0958.The horizontal coordinates were established by classical geodetic methods
 EL0958.and adjusted by the National Geodetic Survey in November 1994.
 EL0958
 EL0958.No horizontal observational check was made to the station.
 EL0958
 EL0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0958
 EL0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0958.GEOID18 height accuracy estimate available here.
 EL0958
 EL0958.Click photographs - Photos may exist for this station.
 EL0958
 EL0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0958
 EL0958. The following values were computed from the NAD 83(1993) position.
 EL0958
 EL0958;                    North         East     Units Scale Factor Converg.
 EL0958;SPC OK S     -    84,265.945   610,495.627   MT  0.99997246   +0 03 52.4
 EL0958;SPC OK S     -   276,462.52  2,002,934.40   sFT  0.99997246   +0 03 52.4
 EL0958;SPC TXNC     - 2,269,233.560   656,639.746   MT  1.00003767   +0 20 05.0
 EL0958;SPC TXNC     - 7,444,977.10  2,154,325.57   sFT  1.00003767   +0 20 05.0
 EL0958;UTM  14      - 3,773,022.531   602,741.264   MT  0.99973012   +0 37 27.6
 EL0958
 EL0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0958!SPC OK S     -   0.99995678  x   0.99997246  =   0.99992924
 EL0958!SPC TXNC     -   0.99995678  x   1.00003767  =   0.99999445
 EL0958!UTM  14      -   0.99995678  x   0.99973012  =   0.99968691
 EL0958
 EL0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0274173022(NAD 83)
 EL0958
 EL0958                          SUPERSEDED SURVEY CONTROL
 EL0958
 EL0958  NAD 83(1986)-  34 05 34.64241(N)    097 53 10.54229(W) AD(       ) 3
 EL0958  NAD 27      -  34 05 34.30000(N)    097 53 09.42000(W) AD(       ) 3
 EL0958  USSD        -  34 05 34.22000(N)    097 53 09.85000(W) AD(       ) 3
 EL0958  NGVD 29 (07/19/86)  301.     (m)          988.     (f) VERT ANG       
 EL0958
 EL0958.Superseded values are not recommended for survey control.
 EL0958
 EL0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0958.See file dsdata.pdf to determine how the superseded data were derived.
 EL0958
 EL0958_MARKER: V = STONE MONUMENT
 EL0958_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 EL0958_SP_SET: OBJECT IMBEDDED IN GROUND
 EL0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0958
 EL0958  HISTORY     - Date     Condition        Report By
 EL0958  HISTORY     - 1902     MONUMENTED       CGS
 EL0958  HISTORY     - 1934     POOR             CGS
 EL0958
 EL0958                          STATION DESCRIPTION
 EL0958
 EL0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 EL0958'ABOUT 5 MILES EAST AND ONE MILE NORTH OF SUGDEN, NEAR HIGHEST POINT OF
 EL0958'RIDGE RUNNING NORTH AND SOUTH ON LADE BELONGING (IN 1923) TO W.A.
 EL0958'PADDOCK.  MARKED BY A STONE POST.  STATION BENTON (SEE DESCRIPTION
 EL0958'THEREOF) IS 123.93 METERS (406.6 FEET) DISTANT N 77 DEG 62 MIN 14 SEC
 EL0958'W.  IN THE ORIGINAL RECORDS THIS POINT WAS INCORRECTLY DESCRIBED AS
 EL0958'T5S, R7W, SEC. 24 SOUTHWEST CORNER.
 EL0958
 EL0958                          STATION RECOVERY (1934)
 EL0958
 EL0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0958'IN PLACE, BUT BROKEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0938 ***********************************************************************
 FJ0938  DESIGNATION -  T6N R2W SECS 7 AND 8 COR 1902
 FJ0938  PID         -  FJ0938
 FJ0938  STATE/COUNTY-  OK/MCCLAIN
 FJ0938  COUNTRY     -  US
 FJ0938  USGS QUAD   -  WASHINGTON (2018)
 FJ0938
 FJ0938                         *CURRENT SURVEY CONTROL
 FJ0938  ______________________________________________________________________
 FJ0938* NAD 83(1993) POSITION- 35 00 28.58555(N) 097 26 30.18692(W)   ADJUSTED
 FJ0938* NAVD 88 ORTHO HEIGHT -   347.    (meters)     1138.    (feet) SCALED
 FJ0938  ______________________________________________________________________
 FJ0938  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 FJ0938  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 FJ0938  HORZ ORDER      -  SECOND
 FJ0938
 FJ0938.The horizontal coordinates were established by classical geodetic methods
 FJ0938.and adjusted by the National Geodetic Survey in November 1994.
 FJ0938
 FJ0938.The orthometric height was scaled from a topographic map.
 FJ0938
 FJ0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0938.GEOID18 height accuracy estimate available here.
 FJ0938
 FJ0938.Click photographs - Photos may exist for this station.
 FJ0938
 FJ0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0938
 FJ0938. The following values were computed from the NAD 83(1993) position.
 FJ0938
 FJ0938;                    North         East     Units Scale Factor Converg.
 FJ0938;SPC OK S     -   185,897.008   650,957.430   MT  0.99996321   +0 19 00.8
 FJ0938;SPC OK S     -   609,897.10  2,135,682.83   sFT  0.99996321   +0 19 00.8
 FJ0938;UTM  14      - 3,875,033.051   642,188.061   MT  0.99984917   +0 53 38.8
 FJ0938
 FJ0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0938!SPC OK S     -   0.99994962  x   0.99996321  =   0.99991283
 FJ0938!UTM  14      -   0.99994962  x   0.99984917  =   0.99979880
 FJ0938
 FJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4218875033(NAD 83)
 FJ0938
 FJ0938                          SUPERSEDED SURVEY CONTROL
 FJ0938
 FJ0938  NAD 83(1986)-  35 00 28.59107(N)    097 26 30.17162(W) AD(       ) 2
 FJ0938  NAD 27      -  35 00 28.34000(N)    097 26 29.07000(W) AD(       ) 2
 FJ0938  USSD        -  35 00 28.24000(N)    097 26 29.42000(W) AD(       ) 3
 FJ0938
 FJ0938.Superseded values are not recommended for survey control.
 FJ0938
 FJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0938.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0938
 FJ0938_MARKER: V = STONE MONUMENT
 FJ0938_SETTING: 0 = UNSPECIFIED SETTING
 FJ0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0938
 FJ0938  HISTORY     - Date     Condition        Report By
 FJ0938  HISTORY     - 1902     MONUMENTED       CGS
 FJ0938  HISTORY     - 1934     MARK NOT FOUND   CGS
 FJ0938
 FJ0938                          STATION DESCRIPTION
 FJ0938
 FJ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 FJ0938'A STONE SEE DESCRIPTION OF STATION PURCELL (U.S.G.S.).
 FJ0938
 FJ0938                          STATION RECOVERY (1934)
 FJ0938
 FJ0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ0938'THE QUARTER-SECTION COMMON TO SECS. 7 AND 8, T. 6 N., R. 2 W.,
 FJ0938'WAS NOT RECOVERED.  IF IT IS IN PLACE, IT IS IN ROAD GRADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7914 ***********************************************************************
 DR7914  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7914  DESIGNATION -  T72666
 DR7914  PID         -  DR7914
 DR7914  STATE/COUNTY-  OK/TULSA
 DR7914  COUNTRY     -  US
 DR7914  USGS QUAD   -  JENKS (2019)
 DR7914
 DR7914                         *CURRENT SURVEY CONTROL
 DR7914  ______________________________________________________________________
 DR7914* NAD 83(2011) POSITION- 36 05 49.31666(N) 095 59 04.81037(W)   ADJUSTED
 DR7914* NAD 83(2011) ELLIP HT-   162.142 (meters)        (01/20/22)   ADJUSTED
 DR7914* NAD 83(2011) EPOCH   -  2010.00
 DR7914* NAVD 88 ORTHO HEIGHT -   191.08  (meters)      626.9   (feet) GPS OBS
 DR7914  ______________________________________________________________________
 DR7914  GEOID HEIGHT    -        -28.911 (meters)                     GEOID18
 DR7914  NAD 83(2011) X  -   -537,972.282 (meters)                     COMP
 DR7914  NAD 83(2011) Y  - -5,131,672.144 (meters)                     COMP
 DR7914  NAD 83(2011) Z  -  3,736,992.288 (meters)                     COMP
 DR7914  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 DR7914
 DR7914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7914  Standards:
 DR7914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7914  -------------------------------------------------------------------
 DR7914  NETWORK    0.42   0.80           0.18   0.16   0.41      0.08865370
 DR7914  -------------------------------------------------------------------
 DR7914  Click here for local accuracies and other accuracy information.
 DR7914
 DR7914.The horizontal coordinates were established by GPS observations
 DR7914.and adjusted by the CITY OF TULSA in January 2022.
 DR7914
 DR7914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7914.been affixed to the stable North American tectonic plate. See 
 DR7914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7914
 DR7914.The horizontal coordinates are valid at the epoch date displayed above
 DR7914.which is a decimal equivalence of Year/Month/Day.
 DR7914
 DR7914.The orthometric height was determined by GPS observations and a
 DR7914.high-resolution geoid model using precise GPS observation and
 DR7914.processing techniques.
 DR7914
 DR7914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7914.GEOID18 height accuracy estimate available here.
 DR7914
 DR7914.Click photographs - Photos may exist for this station.
 DR7914
 DR7914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7914
 DR7914.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7914
 DR7914.The ellipsoidal height was determined by GPS observations
 DR7914.and is referenced to NAD 83.
 DR7914
 DR7914. The following values were computed from the NAD 83(2011) position.
 DR7914
 DR7914;                    North         East     Units Scale Factor Converg.
 DR7914;SPC OK N     -   123,602.193   781,463.963   MT  0.99994616   +1 11 21.6
 DR7914;SPC OK N     -   405,518.19  2,563,853.02   sFT  0.99994616   +1 11 21.6
 DR7914;UTM  15      - 3,998,836.415   231,291.273   MT  1.00048977   -1 45 34.1
 DR7914;UTM  14      - 3,998,921.670   771,469.898   MT  1.00050815   +1 46 39.3
 DR7914
 DR7914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7914!SPC OK N     -   0.99997455  x   0.99994616  =   0.99992071
 DR7914!UTM  15      -   0.99997455  x   1.00048977  =   1.00046431
 DR7914!UTM  14      -   0.99997455  x   1.00050815  =   1.00048269
 DR7914
 DR7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3129198836(NAD 83)
 DR7914
 DR7914                          SUPERSEDED SURVEY CONTROL
 DR7914
 DR7914.No superseded survey control is available for this station.
 DR7914
 DR7914_MARKER: DV = VERTICAL CONTROL DISK
 DR7914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7914_STAMPING: T72666
 DR7914_MARK LOGO: COTOK
 DR7914_PROJECTION: RECESSED 8 CENTIMETERS
 DR7914_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7914+STABILITY: SURFACE MOTION
 DR7914
 DR7914  HISTORY     - Date     Condition        Report By
 DR7914  HISTORY     - 20210924 MONUMENTED       COTOK
 DR7914
 DR7914                          STATION DESCRIPTION
 DR7914
 DR7914'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7914'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF SAND
 DR7914'SPRINGS, 5.2 MI (8.4 KM) NORTH OF JENKS AND 3.9 MI (6.3 KM) SOUTH OF
 DR7914'TULSA.
 DR7914'
 DR7914'TO REACH FROM THE INTERSECTION OF EAST 41ST STREET AND RIVERSIDE DRIVE
 DR7914'PROCEED SOUTH ON RIVERSIDE FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DR7914'RIGHT (WEST SIDE OF RIVERSIDE).
 DR7914'
 DR7914'IT IS 158 FT (48.2 M) SOUTH OF EXTENDED CENTERLINE OF E 45TH COURT,
 DR7914'131 FT (39.9 M) NORTH OF ELK STATUE, 69 FT (21.0 M) WEST OF THE WEST
 DR7914'CURB OF RIVERSIDE DRIVE, 17 FT (5.2 M) EAST OF THE BIKE PATH, 11 FT
 DR7914'(3.4 M) WEST OF THE SOUTHWEST CORNER OF A MANHOLE SET IN THE TOP OF A
 DR7914'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT 0.3 FT (9 CM) LOWER THAN
 DR7914'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1068 ***********************************************************************
 FJ1068  DESIGNATION -  T9N R7W SEC 5 8 SEC COR
 FJ1068  PID         -  FJ1068
 FJ1068  STATE/COUNTY-  OK/GRADY
 FJ1068  COUNTRY     -  US
 FJ1068  USGS QUAD   -  MINCO (2018)
 FJ1068
 FJ1068                         *CURRENT SURVEY CONTROL
 FJ1068  ______________________________________________________________________
 FJ1068* NAD 83(1993) POSITION- 35 16 34.50030(N) 097 57 45.14159(W)   ADJUSTED
 FJ1068* NAVD 88 ORTHO HEIGHT -   421.5   (meters)     1383.    (feet) VERTCON3
 FJ1068  ______________________________________________________________________
 FJ1068  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 FJ1068  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 FJ1068  HORZ ORDER      -  THIRD
 FJ1068
 FJ1068.The horizontal coordinates were established by classical geodetic methods
 FJ1068.and adjusted by the National Geodetic Survey in November 1994.
 FJ1068
 FJ1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1068
 FJ1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1068.GEOID18 height accuracy estimate available here.
 FJ1068
 FJ1068.Click photographs - Photos may exist for this station.
 FJ1068
 FJ1068.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1068
 FJ1068. The following values were computed from the NAD 83(1993) position.
 FJ1068
 FJ1068;                    North         East     Units Scale Factor Converg.
 FJ1068;SPC OK S     -   215,523.377   603,408.213   MT  1.00000876   +0 01 16.5
 FJ1068;SPC OK S     -   707,096.28  1,979,681.78   sFT  1.00000876   +0 01 16.5
 FJ1068;UTM  14      - 3,904,172.211   594,352.463   MT  0.99970971   +0 35 57.1
 FJ1068
 FJ1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1068!SPC OK S     -   0.99993808  x   1.00000876  =   0.99994684
 FJ1068!UTM  14      -   0.99993808  x   0.99970971  =   0.99964780
 FJ1068
 FJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9435204172(NAD 83)
 FJ1068
 FJ1068                          SUPERSEDED SURVEY CONTROL
 FJ1068
 FJ1068  NAD 83(1986)-  35 16 34.50522(N)    097 57 45.12489(W) AD(       ) 3
 FJ1068  NAD 27      -  35 16 34.29000(N)    097 57 43.96000(W) AD(       ) 3
 FJ1068  NGVD 29 (07/19/86)  421.3    (m)         1382.     (f) VERT ANG       
 FJ1068
 FJ1068.Superseded values are not recommended for survey control.
 FJ1068
 FJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1068.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1068
 FJ1068_MARKER: V = STONE MONUMENT
 FJ1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1068
 FJ1068  HISTORY     - Date     Condition        Report By
 FJ1068  HISTORY     - 1902     MONUMENTED       CGS
 FJ1068  HISTORY     - 1934     MARK NOT FOUND   CGS
 FJ1068
 FJ1068                          STATION DESCRIPTION
 FJ1068
 FJ1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 FJ1068'A STONE (SEE DESCRIPTION OF STATION CARSON).
 FJ1068
 FJ1068                          STATION RECOVERY (1934)
 FJ1068
 FJ1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1068'A STONE AT THE QUARTER-SECTION CORNER OF SECTIONS 5 AND 8, T9N, R7W.
 FJ1068'NOT RECOVERED.  THE GROUND WAS FILLED IN AT THIS LOCATION 2 TO 3 FEET,
 FJ1068'AND THE ROAD ABOVE THAT WAS FILLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0865 ***********************************************************************
 EL0865  DESIGNATION -  TABLE HILL
 EL0865  PID         -  EL0865
 EL0865  STATE/COUNTY-  OK/GARVIN
 EL0865  COUNTRY     -  US
 EL0865  USGS QUAD   -  ELMORE CITY NORTH (2018)
 EL0865
 EL0865                         *CURRENT SURVEY CONTROL
 EL0865  ______________________________________________________________________
 EL0865* NAD 83(1993) POSITION- 34 40 18.33977(N) 097 29 42.31790(W)   ADJUSTED
 EL0865* NAVD 88 ORTHO HEIGHT -   394.6   (meters)     1295.    (feet) VERTCON3
 EL0865  ______________________________________________________________________
 EL0865  GEOID HEIGHT    -        -25.529 (meters)                     GEOID18
 EL0865  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 EL0865  HORZ ORDER      -  FIRST
 EL0865
 EL0865.The horizontal coordinates were established by classical geodetic methods
 EL0865.and adjusted by the National Geodetic Survey in November 1994.
 EL0865
 EL0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0865
 EL0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0865.GEOID18 height accuracy estimate available here.
 EL0865
 EL0865.Click photographs - Photos may exist for this station.
 EL0865
 EL0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0865
 EL0865. The following values were computed from the NAD 83(1993) position.
 EL0865
 EL0865;                    North         East     Units Scale Factor Converg.
 EL0865;SPC OK S     -   148,578.836   646,272.664   MT  0.99993711   +0 17 11.7
 EL0865;SPC OK S     -   487,462.40  2,120,312.90   sFT  0.99993711   +0 17 11.7
 EL0865;UTM  14      - 3,837,673.810   637,877.447   MT  0.99983431   +0 51 22.5
 EL0865
 EL0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0865!SPC OK S     -   0.99994207  x   0.99993711  =   0.99987918
 EL0865!UTM  14      -   0.99994207  x   0.99983431  =   0.99977639
 EL0865
 EL0865:                Primary Azimuth Mark                     Grid Az
 EL0865:SPC OK S     -  TABLE HILL AZ MK                         237 58 39.0
 EL0865:UTM  14      -  TABLE HILL AZ MK                         237 24 28.2
 EL0865
 EL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3787737673(NAD 83)
 EL0865
 EL0865|---------------------------------------------------------------------|
 EL0865| PID    Reference Object                     Distance      Geod. Az  |
 EL0865|                                                           dddmmss.s |
 EL0865| CY2406 TABLE HILL RM 2                      21.234 METERS 07912     |
 EL0865| EL0853 AIRPORT BN PAUL VALLEY MUN APT      APPROX.25.4 KM 0810131.1 |
 EL0865| EL0867 T2N R3E SEC 3 SE COR 1902           APPROX. 0.6 KM 1594114.0 |
 EL0865| CY2409 TABLE HILL RM S                     124.873 METERS 16811     |
 EL0865| CY2404 TABLE HILL AZ MK                                   2381550.7 |
 EL0865| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX. 0.5 KM 2984606.7 |
 EL0865| CY2405 TABLE HILL RM 1                      36.677 METERS 33729     |
 EL0865| CY2407 TABLE HILL RM 3                      34.266 METERS 34452     |
 EL0865| CY2408 TABLE HILL RM N                     126.440 METERS 35928     |
 EL0865|---------------------------------------------------------------------|
 EL0865
 EL0865                          SUPERSEDED SURVEY CONTROL
 EL0865
 EL0865  NAD 83(1986)-  34 40 18.34466(N)    097 29 42.30440(W) AD(       ) 1
 EL0865  NAD 27      -  34 40 18.05881(N)    097 29 41.20703(W) AD(       ) 1
 EL0865  USSD        -  34 40 17.96300(N)    097 29 41.57700(W) AD(       ) 3
 EL0865  NGVD 29 (07/19/86)  394.5    (m)         1294.     (f) VERT ANG       
 EL0865
 EL0865.Superseded values are not recommended for survey control.
 EL0865
 EL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0865.See file dsdata.pdf to determine how the superseded data were derived.
 EL0865
 EL0865_MARKER: DS = TRIANGULATION STATION DISK
 EL0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0865_STAMPING: TABE HILLL 1902 1920
 EL0865_MARK LOGO: CGS
 EL0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0865+STABILITY: SURFACE MOTION
 EL0865
 EL0865  HISTORY     - Date     Condition        Report By
 EL0865  HISTORY     - 1902     MONUMENTED       USGS
 EL0865  HISTORY     - 1920     SEE DESCRIPTION  CGS
 EL0865  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0865  HISTORY     - 1935     SEE DESCRIPTION  CGS
 EL0865  HISTORY     - 1948     GOOD             CGS
 EL0865  HISTORY     - 1955     GOOD             CGS
 EL0865  HISTORY     - 1957     GOOD             CGS
 EL0865
 EL0865                          STATION DESCRIPTION
 EL0865
 EL0865'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (OWF)
 EL0865'ABOUT 4-1/2 MILES NORTH OF VILLAGE OF FOSTER, 2 MILES SOUTH 80 DEG
 EL0865'WEST OF HIGHEST AND MOST TABLE-LIKE OF HILLS LOCALLY KNOWN AS
 EL0865'TABLE HILLS, ABOUT 600 YARDS EAST OF WAGON ROAD, ON TIMBERED
 EL0865'TRACT OF LAND OWNED BY JOHN W. HUNTER.   SURFACE MARK
 EL0865'WAS COPPER BOLT IN TOP OF STONE POST BEARING THE LETTERS U.S.G.S.
 EL0865'AND SMALL TRIANGLE.  STONE CEMENTED IN PLACE AND CEMENT HAD
 EL0865'INSCRIBED--U.S.C. AND G.S. 1902.  UNDERGROUND MARK IS NAIL IN
 EL0865'TOP OF 4-INCH TERRA-COTTA PIPE, FILLED WITH AND SET IN
 EL0865'CONCRETE WITH TOP SURFACE 20 INCHES BELOW SURFACE OF GROUND.
 EL0865
 EL0865                          STATION RECOVERY (1920)
 EL0865
 EL0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 EL0865'IN 1920 REPORTED THAT SURFACE MARK HAD BEEN DUG UP AND
 EL0865'BROKEN, BUT UNDERGROUND MARK WAS UNDISTRUBED.  STANDARD
 EL0865'STATION DISK WAS SET IN CONCRETE FOR NEW SURFACE MARK.
 EL0865'ORIGINAL REFERENCE MARKS WERE PROBABLY NAILS IN CONCRETE IN
 EL0865'TERRA-COTTA PIPE SET IN CONCRETE.  ONE WAS 126.440 METERS
 EL0865'(414.83 FEET) FROM STATION N 0 DEG 31 MIN 30 SEC W.
 EL0865'OTHER WAS 124.873 METERS (409.69 FEET) FROM STATION S 11 DEG 49
 EL0865'MIN 15 SEC E.  IN 1920 REFERENCE MARKS WERE REPORTED DUG
 EL0865'UP AND BROKEN, AND STANDARD REFERENCE DISK WAS SET IN CONCRETE
 EL0865'33.69 METERS (110.5 FEET) FROM STATION N 7 DEG 27 MIN E.
 EL0865'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM
 EL0865'STATION--PAULS VALLEY, WATER TANK, 16 MILES, N 73 DEG 21 MIN 25 SEC E.
 EL0865'T. 2 N., R. 3 E., SEC. 3, S.E. CORNER, 0.4 MILE, S 20 DEG
 EL0865'DEG 18 MIN 45 SEC E.  EAST BABLE OF ROOF OF HOME OWNED IN 1902 BY
 EL0865'641.9 METERS (2,106 FEET), 187 DEG 24 MIN 02 SEC.  FROM AN
 EL0865'UNMARKED ECCENTRIC POINT 0.223 METER (0.73 FOOT) FROM STATION IN
 EL0865'BEARING S 83 DEG E,SOUTHWEST CORNER OF STONE CHIMNEY WAS
 EL0865'OBSERVED ABOUT 1/2 MILE AWAY BEARING N 6 DEG 13 MIN 56 SEC E.
 EL0865
 EL0865                          STATION RECOVERY (1934)
 EL0865
 EL0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0865'SURFACE MARK SET IN 1920 IS DESTROYED.  THE UNDERGROUND MARK ABOUT
 EL0865'2 FEET BELOW THE SURFACE IS GOOD.  ABOUT 10 INCHES OF DIRT WAS
 EL0865'PLACED OVER THE MARK AND THE ORIGINAL SURFACE CONCRETE BLOCK,
 EL0865'BEARING COPPER BOLT, WAS NOT SET BUT PLACED OVER THE MARK FOR
 EL0865'LOCATION ONLY.  REFERENCE MARK 409.69 FEET FROM THE STATION
 EL0865'S 11 DEG 49 MIN 15 SEC E WAS DESTROYED, AND PARTS OF BROKEN
 EL0865'MARK WERE FOUND ON THE SURFACE.  REFERENCE MARK 414.83 FEET
 EL0865'FROM THE STATION N O DEG 31 MIN 30 SEC W WAS NOT
 EL0865'RECOVERED.  THE POSITION OF THE REFERENCE MARK 110.5 FEET FROM THE
 EL0865'STATION N 7 DEG 27 MIN E WAS LOCATED BUT THE GROUND HAD BEEN
 EL0865'DISTRUBED AND NO MARK FOUND.  SOUTHEAST CORNER OF SEC. 3, T. 2
 EL0865'N., R. 3 W., IS IN GOOD CONDITION.
 EL0865'
 EL0865'STATION IS ABOUT 4 MILES NORTH OF FOSTER, IN THE NORTHEAST CORNER
 EL0865'OF SE 1/4 NW 1/4 SE 1/4 OF SEC. 3, T. 2 N., R. 3 W., ON RECENTLY
 EL0865'CLEARED LAND OWNED BY W. GARDNER, ABOUT 33 YARDS SOUTH AND 20
 EL0865'YARDS WEST OF NORTHEAST CORNER OF THE FIELD.  AN OAK TREE 10
 EL0865'INCHES IN DIAMETER BLAZED AND MARKED WITH A TRIANGLE IS ABOUT 21
 EL0865'YARDS EAST AND 1 YARD SOUTH.
 EL0865
 EL0865                          STATION RECOVERY (1935)
 EL0865
 EL0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL0865'THE SURFACE MARK OF THIS STATION, WITH TABLET SET IN 1920, WAS
 EL0865'REMOVED, AND THE UNDERGROUND MARK, A NAIL IN THE CENTER OF A
 EL0865'TERRA-COTTA PIPE, 4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED
 EL0865'WITH CONCRETE AND SET ABOUT 20 INCHES BELOW THE SURFACE OF THE
 EL0865'GROUND, WAS RECOVERED.  THE ORIGINAL REFERENCE MARKS SET IN 1902
 EL0865'AND THE REFERENCE MARK SET IN 1920 HAVE BEEN DESTROYED.  THE
 EL0865'STATION WAS RE-MARKED AS FOLLOWS--THE UNDERGROUND MARK WAS NOT
 EL0865'DISTURBED OR CHANGED.  A LAYER OF SAND ABOUT 4 INCHES DEEP WAS
 EL0865'PLACED OVER THE UNDERGROUND MARK.  THEN THE OLD CONCRETE
 EL0865'BLOCK, WHICH WAS SET OVER THE UNDERGROUND MARK IN 1920, WAS
 EL0865'SET DIRECTLY OVER IT AND REINFORCED TO A 17- BY 17-INCH MASS UP
 EL0865'TO THE GROUND SURFACE, THEN TAPERED TO A 12- BY 12-INCH PIER,
 EL0865'WITH TOP ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  THE PROPERTY
 EL0865'OWNER DESIRED THAT THE MARK BE HIGH ENOUGH TO SHOW, SO IT COULD
 EL0865'BE AVOIDED IN CULTIVATION.  THE SURFACE MARK IS
 EL0865'STAMPED WITH THE NAME AND THE DATES 1902 AND 1920.  TWO NEW
 EL0865'REFERENCE MARKS WERE ESTABLISHED.
 EL0865'
 EL0865'THE STATION IS ABOUT 4-1/2 MILES NORTH OF THE VILLAGE OF FOSTER ON
 EL0865'PROPERTY FORMERLY OWNED BY MR. JOHN W. HUNTER AND NOW OWNED BY
 EL0865'MR. W.J. GARDNER.
 EL0865'
 EL0865'TO REACH FROM FOSTER, GO NORTH ON STATE HIGHWAY 29 FOR ABOUT 1/2
 EL0865'MILE TO THE POINT WHERE THE HIGHWAY TURNS WEST, CONTINUE NORTH ON
 EL0865'DIRT ROAD, (KEEPING MAIN ROAD AND BEARING NORTHWEST TO BEST GET UP
 EL0865'THE HILL TO THE TOP OF THE RIDGE) FOR 3.7 MILES NORTH OF STATE
 EL0865'HIGHWAY 29.  MR. GARDNER LIVES ON THE EAST SIDE OF THE
 EL0865'NORTH-SOUTH ROAD.  THE STATION IS ABOUT 1/2 MILE NORTHEAST OF THE
 EL0865'ROAD AND OWNERS HOME, IN THE NORTHEAST CORNER OF THE FIELD AT
 EL0865'THE EDGE OF THE WOOD.
 EL0865'
 EL0865'REFERENCE MARK NO. 1 (1935) IS A STANDARD REFERENCE DISK SET IN
 EL0865'CONCRETE, 2.5 FEET NORTH OF EAST-WEST
 EL0865'FENCE, 100 FEET WEST OF FENCE CORNER AND WOOD LOT, 36.695 METERS
 EL0865'(120.34 FEET) FROM THE STATION IN MAGNETIC BEARING N 36 DEG 30 MIN W
 EL0865'AND 45.97 METERS (150.84 FEET) FROM REFERENCE MARK NO. 2
 EL0865'(1935) N 63 DEG 22 MIN 30 SEC W.
 EL0865'
 EL0865'REFERENCE MARK NO. 2 (1935) IS A STANDARD REFERENCE DISK SET
 EL0865'IN CONCRETE, 1.5 FEET EAST OF NORTH-SOUTH FENCE ON THE
 EL0865'WEST SIDE OF WOOD LOT, 115 FEET SOUTH OF FENCE CORNER,
 EL0865'21.235 METERS (69.67 FEET) FROM THE STATION N 65 DEG 14 MIN 30 SEC E.
 EL0865'65 DEG 14 MIN 30 SEC.
 EL0865
 EL0865                          STATION RECOVERY (1948)
 EL0865
 EL0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0865'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EL0865'CONDITION.  A COMPLETE AND NEW DESCRIPTION FOLLOWS WITH THE
 EL0865'FOLLOWING ADDITIONS AND CORRECTIONS--A NEW AZIMUTH MARK WAS
 EL0865'ESTABLISHED AND THE DISTANCE OF REFERENCE MARK NO. 1 WAS FOUND
 EL0865'TO BE 36.667 METERS AND NOT 36.695.
 EL0865'
 EL0865'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF FOSTER ON WHAT IS
 EL0865'LOCALLY KNOWN AS TABLE HILLS AND ON THE PROPERTY OF MR. TOM
 EL0865'GARDNER.  IT IS IN THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 EL0865'113 FEET SOUTH OF AN EAST-WEST FENCE AND 69.5 FEET WEST OF A
 EL0865'NORTH-SOUTH FENCE.  IT IS A STANDARD USC AND GS DISK STAMPED
 EL0865'TABLE HILL 1902 1920 AND PROJECTS 1 FOOT.
 EL0865'
 EL0865'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION AT THE SOUTH
 EL0865'EDGE OF SCRUB OAK TIMBER, 100 FEET WEST OF A FENCE CORNER AND 2
 EL0865'FEET NORTH OF THE EAST-WEST FENCE.  IT IS A STANDARD USC AND GS
 EL0865'DISK, FLUSH WITH THE GROUND AND STAMPED RM 1 TABLE HILL 1902
 EL0865'1920.
 EL0865'
 EL0865'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, AT THE WEST
 EL0865'EDGE OF SCRUB OAK TIMBER, 104 FEET SOUTH OF A FENCE CORNER AND IN
 EL0865'A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD USC AND GS DISK, FLUSH
 EL0865'WITH THE GROUND AND STAMPED RM 2 TABLE HILL 1902 1920.
 EL0865'
 EL0865'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 1 FOOT NORTHEAST OF
 EL0865'THE NORTHWEST CORNER OF A SMALL GARDEN PLOT, ABOUT 160 FEET
 EL0865'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 155 FEET EAST OF
 EL0865'A NORTH-SOUTH DIRT ROAD AND 1.5 FEET EAST OF A WITNESS POST.  IT
 EL0865'IS STAMPED TABLE HILL 1948 AND PROJECTS 4 INCHES.
 EL0865'
 EL0865'TO REACH FROM FOSTER, FROM THE COMBINATION GROCERY STORE AND SERVICE
 EL0865'STATION, GO WEST ON STATE HIGHWAY 29 FOR 0.05 MILE TO A T-ROAD RIGHT
 EL0865'JUST AFTER CROSSING THE BRIDGE OVER HONEY CREEK, TURN RIGHT ACROSS
 EL0865'ANOTHER BRIDGE AND GO NORTH ON DIRT ROAD FOR 2.35 MILES TO A
 EL0865'POINT WHERE THE MAIN ROAD TURNS LEFT, TURN LEFT AND FOLLOW MAIN
 EL0865'ROAD WEST AND NORTH FOR 1.85 MILES TO A SMALL WHITE HOUSE ON THE
 EL0865'RIGHT, TURN RIGHT INTO YARD AND GO EAST FOR ABOUT 155 FEET TO
 EL0865'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  FROM THE ENTRANCE TO
 EL0865'THE YARD, TURN LEFT AND GO NORTH ALONG EAST SIDE OF FENCE FOR
 EL0865'0.2 MILE TO A FENCE CORNER, TURN RIGHT AND GO EAST ALONG SOUTH
 EL0865'SIDE OF FENCE FOR 0.3 MILE TO FENCE CORNER AND THE STATION
 EL0865'JUST SOUTHWEST OF THE FENCE CORNER.
 EL0865'
 EL0865'A 47 FOOT SIGNAL AT LANIER 1902 IS VISIBLE AT 30 FEET.
 EL0865'
 EL0865'A 47 FOOT SIGNAL AT ARBUCKLE-VELMA (USGS) 1902 IS VISIBLE AT 30
 EL0865'FEET.
 EL0865'
 EL0865'A 74 FOOT SIGNAL AT OSARIA-MARLOW 2 (USGS) IS VISIBLE AT 30 FEET.
 EL0865
 EL0865                          STATION RECOVERY (1955)
 EL0865
 EL0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0865'STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED
 EL0865'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 EL0865'TO HAVE BEEN DESTROYED.  THE ROUTE TO STATION HAS CHANGED AND
 EL0865'THE TOM GARDNER RESIDENCE, AT THE AZIMUTH MARK SITE, IS NO LONGER
 EL0865'IN EXISTANCE.  REFERENCE MARK 3 WAS ESTABLISHED THIS YEAR.
 EL0865'
 EL0865'A NEW DESCRIPTION FOLLOWS--
 EL0865'
 EL0865'STATION IS LOCATED IN THE NORTHEAST CORNER OF A FIELD ON THE EAST
 EL0865'EDGE OF A HIGH MESA LOCALLY KNOWN AS TABLE HILLS.  IT IS ABOUT
 EL0865'4.5 MILES NORTH OF FOSTER, 5.5 MILES MILES WEST AND 3 MILES NORTH
 EL0865'OF ELMORE CITY AND 0.3 MILE SOUTHWEST OF A TALL OIL COMPANY RADIO
 EL0865'TOWER.
 EL0865'
 EL0865'TO REACH THE STATION FROM THE STOP LIGHT IN ELMORE CITY DRIVE
 EL0865'WEST ON STATE HIGHWAY 29 FOR 5.1 MILES TO A CROSS ROAD.  TURN RIGHT
 EL0865'AND DRIVE NORTH ON BLADED ROAD FOR 1.8 MILES TO A Y-FORK.  KEEP
 EL0865'LEFT AND DRIVE WEST AND NORTH FOR 1.6 MILES TO A CROSS ROAD AND A
 EL0865'MAGNOLIA PETROLEUM SIGN, ROSS GARDNER UNIT NO. 1.  TURN RIGHT AND
 EL0865'DRIVE EAST FOR 0.05 MILE TO CROSS ROAD.  TURN LEFT, NORTH, AND
 EL0865'CONTINUE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  KEEP
 EL0865'STRAIGHT AHEAD, NORTH, FOR 0.2 MILE TO A CATTLE-GUARD AND TWIN
 EL0865'OIL TANKS.  JUST BEFORE CROSSING CATTLE-GUARD, TURN SHARP
 EL0865'RIGHT OFF ROAD THROUGH OPENING IN FENCE AND DRIVE EAST ON
 EL0865'TRACK ROAD ALONG SOUTH SIDE OF AN EAST-WEST FENCE FOR 0.3
 EL0865'MILE TO CORNER OF FIELD AND STATION.
 EL0865'
 EL0865'SURFACE-STATION MARK, A  STANDARD DISK STAMPED TABLE HILL 1902
 EL0865'IS A U.S.C. AND G.S. DISK SET IN THE TOP OF A CONCRETE MONUMENT
 EL0865'WHICH IS 24 INCHES SQUARE AND PROJECTS ABOUT 18 INCHES ABOVE
 EL0865'GROUND.  IT IS 113 FEET SOUTH OF AN EAST-WEST FENCE AND 69.5
 EL0865'FEET WEST OF A NORTH-SOUTH FENCE.
 EL0865'FEET WEST OF A NORTH-SOUTH FENCE.
 EL0865'
 EL0865'REFERENCE MARK 2, IS A STANDARD U.S.C. AND G.S. DISK
 EL0865'STAMPED TABLE HILL 1902 1920 AND IS FLUSH WITH THE SURFACE OF THE
 EL0865'GROUND.  IT IS SET IN THE NORTH-SOUTH FENCE, 104 FEET SOUTH OF THE
 EL0865'FENCE CORNER.
 EL0865'
 EL0865'REFERENCE MARK 3,IS A STANDARD U.S.C. AND G.S. DISK
 EL0865'STAMPED TABLE HILL NO 3 1902 1920 AND PROJECTS 4 INCHES ABOVE THE
 EL0865'SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH OF A TRACK ROAD AND 1
 EL0865'FOOT SOUTH OF THE EAST-WEST FENCE.
 EL0865'
 EL0865'AZIMUTH MARK, IS A STANDARD DISK, U.S.C. AND G.S., STAMPED
 EL0865'TABLE HILL 1948 AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 155
 EL0865'FEET EAST OF THE NORTH-SOUTH BLADED ROAD AND 1.5 FEET EAST OF A
 EL0865'WITNESS POST.
 EL0865'
 EL0865'OBSERVATIONS WERE MADE FROM THE TOP OF A 64 FOOT STEEL TOWER.
 EL0865
 EL0865                          STATION RECOVERY (1957)
 EL0865
 EL0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0865'STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED BY R.L.
 EL0865'ENGDAHL IN 1955 AND WERE FOUND TO BE IN GOOD CONDITION.  AN
 EL0865'ADDITIONAL MEASUREMENT WAS MADE TO THE AZIMUTH MARK AS FOLLOWS--IT
 EL0865'IS 338 FEET NORTH OF THE WEST ONE OF TWO CRUDE OIL STORAGE TANKS.
 EL0865'THE STATION IS IN SECTION 3, T 2 N, R 3 W.
 EL0865'
 EL0865'HEIGHT OF LIGHT ABOVE STATION MARK--23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1041 ***********************************************************************
 FJ1041  DESIGNATION -  TABLER
 FJ1041  PID         -  FJ1041
 FJ1041  STATE/COUNTY-  OK/GRADY
 FJ1041  COUNTRY     -  US
 FJ1041  USGS QUAD   -  TABLER (2018)
 FJ1041
 FJ1041                         *CURRENT SURVEY CONTROL
 FJ1041  ______________________________________________________________________
 FJ1041* NAD 83(1993) POSITION- 35 03 50.82233(N) 097 46 19.00463(W)   ADJUSTED
 FJ1041* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ1041  ______________________________________________________________________
 FJ1041  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 FJ1041  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 FJ1041  HORZ ORDER      -  SECOND
 FJ1041
 FJ1041.The horizontal coordinates were established by classical geodetic methods
 FJ1041.and adjusted by the National Geodetic Survey in November 1994.
 FJ1041
 FJ1041.The orthometric height was scaled from a topographic map.
 FJ1041
 FJ1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1041.GEOID18 height accuracy estimate available here.
 FJ1041
 FJ1041.Click photographs - Photos may exist for this station.
 FJ1041
 FJ1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1041
 FJ1041. The following values were computed from the NAD 83(1993) position.
 FJ1041
 FJ1041;                    North         East     Units Scale Factor Converg.
 FJ1041;SPC OK S     -   192,011.716   620,801.782   MT  0.99997093   +0 07 46.0
 FJ1041;SPC OK S     -   629,958.44  2,036,747.18   sFT  0.99997093   +0 07 46.0
 FJ1041;UTM  14      - 3,880,842.945   611,977.440   MT  0.99975453   +0 42 20.1
 FJ1041
 FJ1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1041!SPC OK S     -   0.99994401  x   0.99997093  =   0.99991494
 FJ1041!UTM  14      -   0.99994401  x   0.99975453  =   0.99969855
 FJ1041
 FJ1041:                Primary Azimuth Mark                     Grid Az
 FJ1041:SPC OK S     -  TABLER AZ MK                             062 15 36.9
 FJ1041:UTM  14      -  TABLER AZ MK                             061 41 02.8
 FJ1041
 FJ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1197780842(NAD 83)
 FJ1041
 FJ1041|---------------------------------------------------------------------|
 FJ1041| PID    Reference Object                     Distance      Geod. Az  |
 FJ1041|                                                           dddmmss.s |
 FJ1041| CL5517 TABLER RM 1                           6.803 METERS 00504     |
 FJ1041| CL5516 TABLER AZ MK                                       0622322.9 |
 FJ1041| CL5518 TABLER RM 2                           7.332 METERS 24513     |
 FJ1041| FJ1042 CHICKASHA RADIO STATION KKC 849 MAS APPROX.12.2 KM 2470505.3 |
 FJ1041|---------------------------------------------------------------------|
 FJ1041
 FJ1041                          SUPERSEDED SURVEY CONTROL
 FJ1041
 FJ1041  NAD 83(1986)-  35 03 50.82768(N)    097 46 18.98809(W) AD(       ) 2
 FJ1041  NAD 27      -  35 03 50.58870(N)    097 46 17.83938(W) AD(       ) 2
 FJ1041
 FJ1041.Superseded values are not recommended for survey control.
 FJ1041
 FJ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1041.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1041
 FJ1041_MARKER: DS = TRIANGULATION STATION DISK
 FJ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1041_STAMPING: TABLER 1957
 FJ1041_MARK LOGO: CGS
 FJ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1041+STABILITY: SURFACE MOTION
 FJ1041
 FJ1041  HISTORY     - Date     Condition        Report By
 FJ1041  HISTORY     - 1957     MONUMENTED       CGS
 FJ1041  HISTORY     - 1968     GOOD             CGS
 FJ1041  HISTORY     - 1976     GOOD             DMA
 FJ1041  HISTORY     - 1981     GOOD             LOCENG
 FJ1041
 FJ1041                          STATION DESCRIPTION
 FJ1041
 FJ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1041'STATION IS ON THE ROAD RIGHT-OF-WAY OF U.S. HIGHWAYS 62 AND
 FJ1041'277, ON A LOW RIDGE, ABOUT 3 MILES EAST-NORTHEAST OF TABLER,
 FJ1041'ABOUT 10 MILES EAST-NORTHEAST OF CHICKASHA, IN THE SOUTHWEST
 FJ1041'1/4 OF SECTION 19, T 7 N, R 5 W.
 FJ1041'
 FJ1041'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 277 AND
 FJ1041'STATE HIGHWAY 39, IN TABLER BY GOING NORTHEASTERLY ON
 FJ1041'U.S. HIGHWAYS 62 AND 277 FOR 3.25 MILES TO A SIDE ROAD RIGHT,
 FJ1041'AT TOP OF SMALL HILL, CONTINUE NORTHEASTERLY ON HIGHWAYS
 FJ1041'62 AND 277 FOR 0.25 MILE TO STATION ON THE LEFT.  TO REACH
 FJ1041'THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON U.S. HIGHWAYS
 FJ1041'62 AND 277 FOR 0.4 MILE TO MARK ON THE RIGHT.
 FJ1041'
 FJ1041'THE STATION MARKS ARE STANDARD DISKS, STAMPED TABLER 1957.
 FJ1041'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ1041'CONCRETE POST PROJECTING 5 INCHES.  IT IS 137 FEET NORTH OF
 FJ1041'A POWERLINE POLE, 51 FEET NORTHWEST OF THE CENTER OF U.S.
 FJ1041'HIGHWAYS 62 AND 277, AND 15 FEET SOUTHEAST OF THE SOUTHEAST
 FJ1041'END OF A FENCE.  A WHITE POST WAS SET 3 FEET NORTHEAST OF
 FJ1041'THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 FJ1041'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 FJ1041'
 FJ1041'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TABLER NO 1
 FJ1041'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1041'PROJECTING 4 INCHES.  IT IS 159 FEET NORTH OF THE POWERLINE
 FJ1041'POLE, 73 FEET NORTHWEST OF THE CENTER OF HIGHWAYS 62 AND
 FJ1041'277 AND 2 FEET NORTHEAST OF A WIRE FENCE.
 FJ1041'
 FJ1041'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TABLER NO 2
 FJ1041'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1041'PROJECTING 3 INCHES.  IT IS 130 FEET NORTH OF THE POWERLINE
 FJ1041'POLE, 52 FEET NORTHWEST OF THE CENTER OF HIGHWAYS 62 AND 277
 FJ1041'AND 32 FEET SOUTH OF THE END OF THE FENCE.
 FJ1041'
 FJ1041'AZIMUTH MARK IS A STANDARD DISK, STAMPED TABLER 1957, SET
 FJ1041'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST, PROJECTING
 FJ1041'4 INCHES.  IT IS 103 FEET SOUTHEAST OF A ROAD RIGHT-OF-WAY
 FJ1041'FENCE, 51 FEET SOUTHEAST OF THE CENTER OF HIGHWAYS 62 AND
 FJ1041'277 AND 1 FOOT SOUTHWEST OF A POWERLINE POLE.  A WHITE POST
 FJ1041'WAS SET 1 FOOT SOUTH OF THE MARK.
 FJ1041
 FJ1041                          STATION RECOVERY (1968)
 FJ1041
 FJ1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1041'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FJ1041'AND THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND
 FJ1041'IN GOOD CONDITION.
 FJ1041'
 FJ1041'STATION MARK IS 2 FEET NORTH-NORTHWEST OF A CORNER BRACE
 FJ1041'POST, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 FJ1041'
 FJ1041'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE CORNER FENCE
 FJ1041'POST.
 FJ1041'
 FJ1041'REFERENCE MARK NO. 2 IS 24 FEET SOUTHWEST OF A THE CORNER
 FJ1041'FENCE POST AND 4 FEET NORTHWEST OF A FENCE.
 FJ1041'
 FJ1041'AZIMUTH MARK IS 12 FEET SOUTHWEST OF THE SOUTHWEST BRACE POST
 FJ1041'IN FENCELINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 FJ1041'
 FJ1041'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN CHICKASHA,
 FJ1041'GO EAST AND NORTHEAST ON U.S. HIGHWAYS 62 AND 277 FOR 6.4
 FJ1041'MILES TO THE JUNCTION OF STATE HIGHWAY 39 AT THE VILLAGE
 FJ1041'OF TABLER.  KEEP LEFT AND GO NORTHEAST OF U.S. HIGHWAYS
 FJ1041'62 AND 277 FOR 3.35 MILES TO THE STATION ON THE LEFT.
 FJ1041'
 FJ1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ1041'3 MILES EAST-NORTHEAST OF TABLER.
 FJ1041
 FJ1041                          STATION RECOVERY (1976)
 FJ1041
 FJ1041'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 FJ1041'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 FJ1041'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FJ1041
 FJ1041                          STATION RECOVERY (1981)
 FJ1041
 FJ1041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1041'FOUND STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND
 FJ1041'NO. 2 IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0413 ***********************************************************************
 FH0413  DESIGNATION -  TAHLEQUAH
 FH0413  PID         -  FH0413
 FH0413  STATE/COUNTY-  OK/CHEROKEE
 FH0413  COUNTRY     -  US
 FH0413  USGS QUAD   -  TAHLEQUAH (2019)
 FH0413
 FH0413                         *CURRENT SURVEY CONTROL
 FH0413  ______________________________________________________________________
 FH0413* NAD 83(1986) POSITION- 35 54 52.5    (N) 094 58 45.4    (W)   HD_HELD2
 FH0413* NAVD 88 ORTHO HEIGHT -   266.252 (meters)      873.53  (feet) ADJUSTED
 FH0413  ______________________________________________________________________
 FH0413  GEOID HEIGHT    -        -29.006 (meters)                     GEOID18
 FH0413  DYNAMIC HEIGHT  -        266.013 (meters)      872.74  (feet) COMP
 FH0413  MODELED GRAVITY -    979,730.0   (mgal)                       NAVD 88
 FH0413
 FH0413  VERT ORDER      -  SECOND    CLASS 0
 FH0413
 FH0413.The horizontal coordinates were established by autonomous hand held GPS
 FH0413.observations and have an estimated accuracy of +/- 10 meters.
 FH0413
 FH0413.The orthometric height was determined by differential leveling and
 FH0413.adjusted by the NATIONAL GEODETIC SURVEY
 FH0413.in June 1991.
 FH0413
 FH0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0413.GEOID18 height accuracy estimate available here.
 FH0413
 FH0413.Click photographs - Photos may exist for this station.
 FH0413
 FH0413.The dynamic height is computed by dividing the NAVD 88
 FH0413.geopotential number by the normal gravity value computed on the
 FH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0413.degrees latitude (g = 980.6199 gals.).
 FH0413
 FH0413.The modeled gravity was interpolated from observed gravity values.
 FH0413
 FH0413;                    North         East    Units  Estimated Accuracy
 FH0413;SPC OK N     -   105,716.      872,597.      MT  (+/- 10 meters HH2 GPS)
 FH0413
 FH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2140976284(NAD 83)
 FH0413
 FH0413                          SUPERSEDED SURVEY CONTROL
 FH0413
 FH0413  NGVD 29 (??/??/92)  266.117  (m)          873.09   (f) ADJ UNCH    2 0
 FH0413
 FH0413.Superseded values are not recommended for survey control.
 FH0413
 FH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0413.See file dsdata.pdf to determine how the superseded data were derived.
 FH0413
 FH0413_MARKER: DB = BENCH MARK DISK
 FH0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0413_SP_SET: CONCRETE WALL
 FH0413_STAMPING: TAHLEQUAH 1934
 FH0413_MARK LOGO: CGS
 FH0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0413+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 FH0413
 FH0413  HISTORY     - Date     Condition        Report By
 FH0413  HISTORY     - 1934     MONUMENTED       CGS
 FH0413  HISTORY     - 1960     GOOD             CGS
 FH0413  HISTORY     - 20120725 GOOD             GEOCAC
 FH0413
 FH0413                          STATION DESCRIPTION
 FH0413
 FH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0413'AT TAHLEQUAH.
 FH0413'1.5 FT. EAST OF NORTHWEST CORNER OF MUNICIPAL LIGHT PLANT, 1.1
 FH0413'FT. ABOVE LEVEL OF GROUND, BRONZE TABLET SET VERTICALLY IN
 FH0413'NORTH CONCRETE WALL OF TAHLEQUAH MUNICIPAL LIGHT PLANT.
 FH0413
 FH0413                          STATION RECOVERY (1960)
 FH0413
 FH0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0413'RECOVERED IN GOOD CONDITION.
 FH0413
 FH0413                          STATION RECOVERY (2012)
 FH0413
 FH0413'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH0413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1091 ***********************************************************************
 EM1091  CBN         -  This is a Cooperative Base Network Control Station.
 EM1091  DESIGNATION -  TAHOE
 EM1091  PID         -  EM1091
 EM1091  STATE/COUNTY-  OK/CADDO
 EM1091  COUNTRY     -  US
 EM1091  USGS QUAD   -  BOONE (2018)
 EM1091
 EM1091                         *CURRENT SURVEY CONTROL
 EM1091  ______________________________________________________________________
 EM1091* NAD 83(2011) POSITION- 34 53 54.95500(N) 098 24 45.37062(W)   ADJUSTED
 EM1091* NAD 83(2011) ELLIP HT-   376.771 (meters)        (06/27/12)   ADJUSTED
 EM1091* NAD 83(2011) EPOCH   -  2010.00
 EM1091* NAVD 88 ORTHO HEIGHT -   403.1   (meters)     1323.    (feet) GPS OBS
 EM1091  ______________________________________________________________________
 EM1091  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM1091  GEOID HEIGHT    -        -26.240 (meters)                     GEOID96
 EM1091  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 EM1091  NAD 83(2011) X  -   -766,202.740 (meters)                     COMP
 EM1091  NAD 83(2011) Y  - -5,180,828.972 (meters)                     COMP
 EM1091  NAD 83(2011) Z  -  3,628,861.768 (meters)                     COMP
 EM1091  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC18
 EM1091
 EM1091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1091  Standards:
 EM1091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1091  -------------------------------------------------------------------
 EM1091  NETWORK    1.91   3.59           0.80   0.76   1.83      0.06938809
 EM1091  -------------------------------------------------------------------
 EM1091  Click here for local accuracies and other accuracy information.
 EM1091
 EM1091.The horizontal coordinates were established by GPS observations
 EM1091.and adjusted by the National Geodetic Survey in June 2012.
 EM1091
 EM1091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1091.been affixed to the stable North American tectonic plate. See 
 EM1091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1091
 EM1091.The horizontal coordinates are valid at the epoch date displayed above
 EM1091.which is a decimal equivalence of Year/Month/Day.
 EM1091
 EM1091.The orthometric height was determined by GPS observations and a
 EM1091.high-resolution geoid model.
 EM1091
 EM1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1091.GEOID18 height accuracy estimate available here.
 EM1091
 EM1091.Click photographs - Photos may exist for this station.
 EM1091
 EM1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1091
 EM1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1091
 EM1091.The ellipsoidal height was determined by GPS observations
 EM1091.and is referenced to NAD 83.
 EM1091
 EM1091. The following values were computed from the NAD 83(2011) position.
 EM1091
 EM1091;                    North         East     Units Scale Factor Converg.
 EM1091;SPC OK S     -   173,703.336   562,289.780   MT  0.99995095   -0 14 03.1
 EM1091;SPC OK S     -   569,891.69  1,844,779.05   sFT  0.99995095   -0 14 03.1
 EM1091;UTM  14      - 3,861,955.525   553,667.320   MT  0.99963550   +0 20 09.9
 EM1091
 EM1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1091!SPC OK S     -   0.99994086  x   0.99995095  =   0.99989182
 EM1091!UTM  14      -   0.99994086  x   0.99963550  =   0.99957638
 EM1091
 EM1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5366761955(NAD 83)
 EM1091
 EM1091                          SUPERSEDED SURVEY CONTROL
 EM1091
 EM1091  NAD 83(2007)-  34 53 54.95494(N)    098 24 45.37118(W) AD(2002.00) 0
 EM1091  ELLIP H (02/10/07)  376.786  (m)                       GP(2002.00)    
 EM1091  ELLIP H (04/16/01)  376.799  (m)                       GP(       ) 4 2
 EM1091  NAD 83(1993)-  34 53 54.95476(N)    098 24 45.37116(W) AD(       ) B
 EM1091  ELLIP H (05/09/94)  376.840  (m)                       GP(       ) 4 2
 EM1091  NAVD 88 (01/13/95)  403.1    (m)  UNKNOWN  model used  GPS OBS        
 EM1091  NAVD 88 (05/09/94)  403.1    (m)  GEOID93  model used  GPS OBS        
 EM1091
 EM1091.Superseded values are not recommended for survey control.
 EM1091
 EM1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1091.See file dsdata.pdf to determine how the superseded data were derived.
 EM1091
 EM1091_MARKER: I = METAL ROD
 EM1091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1091_STAMPING: TAHOE 1993
 EM1091_MARK LOGO: NGS
 EM1091_PROJECTION: RECESSED 1 CENTIMETERS
 EM1091_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EM1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1091+SATELLITE: SATELLITE OBSERVATIONS - 1993
 EM1091_ROD/PIPE-DEPTH: 4.9 meters
 EM1091_SLEEVE-DEPTH  : 0.9 meters
 EM1091
 EM1091  HISTORY     - Date     Condition        Report By
 EM1091  HISTORY     - 1993     MONUMENTED       NGS
 EM1091  HISTORY     - 20000123 GOOD             LOCSUR
 EM1091
 EM1091                          STATION DESCRIPTION
 EM1091
 EM1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1091'STATION IS LOCATED ABOUT 35 KM (21.75 MI)  NORTH OF LAWTON, 4.5 KM
 EM1091'(2.80 MI)  WEST OF APACHE, ALONG STATE HIGHWAY 19, ON THE
 EM1091'RIGHT-OF-WAY, ON TOP OF A RISE, AT A FIELD ENTRANCE, IN T 5 N, R 12
 EM1091'W, NORTH EDGE OF SECTION 24.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EM1091'TRANSPORTATION.
 EM1091'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62, 281 AND STATE HIGHWAY
 EM1091'19 ON THE NORTH SIDE OF APACHE, GO WEST ON HIGHWAY 19 FOR 3.88 KM
 EM1091'(2.40 MI)  TO A CROSSROAD (PAVED LEFT, GRAVEL RIGHT).  CONTINUE
 EM1091'AHEAD, WEST, ON HIGHWAY 19 FOR 0.31 KM (0.20 MI)  TO HIGH GROUND AND
 EM1091'STATION ON THE LEFT.
 EM1091'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 EM1091'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 EM1091'WITH LOGO CAP SURROUNDED  BY CONCRETE SET 1 CM BELOW GROUND.  IT IS
 EM1091'11.7 M (38.4 FT)  SOUTH FROM, AND LEVEL WITH THE HIGHWAY CENTER, 3.4
 EM1091'M (11.2 FT)  NORTH FROM A METAL WITNESS POST, 5.2 M (17.1 FT)
 EM1091'NORTHEAST FROM A T-FENCE CORNER, 10.9 M (35.8 FT)  EAST FROM THE FIELD
 EM1091'ENTRANCE CENTER, 7.3 M (24.0 FT)  EAST-SOUTHEAST FROM THE SOUTH END
 EM1091'OF A SMALL CONCRETE CULVERT HEADWALL UNDER THE FIELD ROAD, AND 1.0 M
 EM1091'(3.3 FT)  WEST FROM A FIBERGLASS WITNESS POST.
 EM1091'DESCRIBED BY D.G. AUG
 EM1091
 EM1091                          STATION RECOVERY (2000)
 EM1091
 EM1091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM1091'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM1091'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD FOR GPS OCCUPATION
 EM1091'POINT, NO OBSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0955 ***********************************************************************
 EK0955  DESIGNATION -  TALIHINA
 EK0955  PID         -  EK0955
 EK0955  STATE/COUNTY-  OK/LE FLORE
 EK0955  COUNTRY     -  US
 EK0955  USGS QUAD   -  ALBION (2019)
 EK0955
 EK0955                         *CURRENT SURVEY CONTROL
 EK0955  ______________________________________________________________________
 EK0955* NAD 83(1993) POSITION- 34 44 26.68869(N) 095 02 12.27948(W)   ADJUSTED
 EK0955* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 EK0955  ______________________________________________________________________
 EK0955  GEOID HEIGHT    -        -31.752 (meters)                     GEOID18
 EK0955  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 EK0955  HORZ ORDER      -  SECOND
 EK0955
 EK0955.The horizontal coordinates were established by classical geodetic methods
 EK0955.and adjusted by the National Geodetic Survey in November 1994.
 EK0955
 EK0955.The orthometric height was scaled from a topographic map.
 EK0955
 EK0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0955.GEOID18 height accuracy estimate available here.
 EK0955
 EK0955.Click photographs - Photos may exist for this station.
 EK0955
 EK0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0955
 EK0955. The following values were computed from the NAD 83(1993) position.
 EK0955
 EK0955;                    North         East     Units Scale Factor Converg.
 EK0955;SPC OK S     -   160,098.138   871,305.268   MT  0.99993966   +1 40 55.2
 EK0955;SPC OK S     -   525,255.31  2,858,607.37   sFT  0.99993966   +1 40 55.2
 EK0955;UTM  15      - 3,846,182.510   313,545.542   MT  1.00002851   -1 09 39.6
 EK0955
 EK0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0955!SPC OK S     -   0.99997075  x   0.99993966  =   0.99991041
 EK0955!UTM  15      -   0.99997075  x   1.00002851  =   0.99999926
 EK0955
 EK0955:                Primary Azimuth Mark                     Grid Az
 EK0955:SPC OK S     -  TALIHINA AZ MK 2                         311 01 25.3
 EK0955:UTM  15      -  TALIHINA AZ MK 2                         313 52 00.1
 EK0955
 EK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1354546182(NAD 83)
 EK0955
 EK0955|---------------------------------------------------------------------|
 EK0955| PID    Reference Object                     Distance      Geod. Az  |
 EK0955|                                                           dddmmss.s |
 EK0955| CY2416 TALIHINA RM 1                        28.403 METERS 03731     |
 EK0955| CY2418 TALIHINA RM 3                        27.816 METERS 03748     |
 EK0955| EK0951 SYCAMORE LOOKOUT TOWER              APPROX.13.3 KM 0725858.7 |
 EK0955| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.24.2 KM 1213222.0 |
 EK0955| CY2417 TALIHINA RM 2                        13.006 METERS 13300     |
 EK0955| EK0952 TALIHINA ST TB SANATORIUM TANK      APPROX. 5.1 KM 3042130.1 |
 EK0955| CY2415 TALIHINA AZ MK 2                                   3124220.5 |
 EK0955| CY2414 TALIHINA AZ MK                                     3124313.3 |
 EK0955|---------------------------------------------------------------------|
 EK0955
 EK0955                          SUPERSEDED SURVEY CONTROL
 EK0955
 EK0955  NAD 83(1986)-  34 44 26.68940(N)    095 02 12.26780(W) AD(       ) 2
 EK0955  NAD 27      -  34 44 26.32800(N)    095 02 11.41200(W) AD(       ) 2
 EK0955
 EK0955.Superseded values are not recommended for survey control.
 EK0955
 EK0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0955.See file dsdata.pdf to determine how the superseded data were derived.
 EK0955
 EK0955_MARKER: DS = TRIANGULATION STATION DISK
 EK0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0955_STAMPING: TALIHINA 1952
 EK0955_MARK LOGO: CGS
 EK0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0955+STABILITY: SURFACE MOTION
 EK0955
 EK0955  HISTORY     - Date     Condition        Report By
 EK0955  HISTORY     - 1952     MONUMENTED       CGS
 EK0955  HISTORY     - 1959     GOOD             CGS
 EK0955  HISTORY     - 20100524 POOR             OKDOT
 EK0955
 EK0955                          STATION DESCRIPTION
 EK0955
 EK0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0955'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH AND 1/2 MILE EAST
 EK0955'OF THE CENTER OF TALIHINA.  IT IS 49 FEET WEST SOUTHWEST OF THE
 EK0955'CENTERLINE OF STATE HIGHWAY 63, 5 FEET NORTH OF A WHITE WITNESS
 EK0955'POST AND 5 FEET EAST NORTHEAST OF A RIGHT-OF-WAY FENCELINE.
 EK0955'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0955'TALHINA 1952.
 EK0955'
 EK0955'REFERENCE MARK NO. 1 IS 48 FEET EAST NORTHEAST OF THE CENTERLINE
 EK0955'OF THE HIGHWAY AND 2 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCELINE.
 EK0955'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0955'TALIHINA NO 1 1952.
 EK0955'
 EK0955'REFERENCE MARK NO. 2 IS 54 FEET WEST SOUTHWEST OF THE CENTERLINE
 EK0955'OF THE HIGHWAY AND 1 FOOT EAST NORTHEAST OF A RIGHT-OF-WAY
 EK0955'FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0955'IS STAMPED TALIHINA NO 2 1952.
 EK0955'
 EK0955'AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF A ROAD,
 EK0955'3 FEET EAST OF THE RIGHT OF-WAY FENCELINE AND 3.6 FEET NORTH
 EK0955'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 EK0955'4 INCHES AND THE DISK IS STAMPED TALIHINA 1952.
 EK0955'
 EK0955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND
 EK0955'STATE HIGHWAY 63 IN THE CENTER OF TALIHINA, GO SOUTHEAST AND
 EK0955'SOUTH ON U.S. HIGHWAY 271 AND STATE HIGHWAY 63 FOR 0.65 MILE
 EK0955'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE A FEW YARDS
 EK0955'TO THE JUNCTION OF U.S. HIGHWAY 271 AND STATE HIGHWAY 63.
 EK0955'TURN LEFT ON STATE HIGHWAY 63 FOR 0.3 MILE TO STATION ON
 EK0955'RIGHT AS DESCRIBED.
 EK0955'
 EK0955'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0955
 EK0955                          STATION RECOVERY (1959)
 EK0955
 EK0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0955'STATION RECOVERED AS DESCRIBED AND STATION AND R.M. NO. 2
 EK0955'FOUND IN GOOD CONDITION.  THE STATION MARK IS ON THE SOUTHWEST
 EK0955'RIGHT OF WAY OF STATE HIGHWAY 63 AND IS ABOUT 17 FEET NORTHWEST
 EK0955'OF THE CENTER OF A GATE LEADING TO SOME BUTANE STORAGE TANKS.
 EK0955'R.M. NO. 1 HAD BEEN PUSHED OVER.  THIS MARK WAS RESET IN
 EK0955'APPROXIMATELY THE SAME LOCATION AND THE DISK WAS RESTAMPED
 EK0955'TALIHINA NO 3 1959.  THE AZIMUTH MARK WAS FOUND LYING ON ITS
 EK0955'SIDE.  THIS MARK WAS RESET NEAR ITS ORIGINAL LOCATION AND THE
 EK0955'DISK WAS RESTAMPED TALIHINA 1952 RESET 1959.  THE AZIMUTH
 EK0955'MARK IS NEAR THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 EK0955'HIGHWAY 63, 33 FEET NORTH-NORTHWEST OF A HIGHWAY SIGN,
 EK0955'ABOUT OPPOSITE ANOTHER HIGHWAY SIGN, ABOUT 27 FEET WEST OF
 EK0955'THE CENTERLINE OF THE HIGHWAY AND 3-1/2 FEET EAST OF
 EK0955'THE RIGHT OF WAY FENCE.  THE MARK PROJECTS 4 INCHES.
 EK0955'
 EK0955'THE WATER TANK AT THE TALIHINA STATE T.B. SANITARIUM WAS NOT
 EK0955'VISABLE FROM THE GROUND DUE TO SOME TREES THAT WERE ON LINE.
 EK0955'
 EK0955'THE ANGLE BETWEEN THE SYCAMORE AND KIAMICHI LOOKOUT TOWERS
 EK0955'FAILED TO CHECK BY ABOUT 1 MINUTE.
 EK0955'
 EK0955'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EK0955
 EK0955                          STATION RECOVERY (2010)
 EK0955
 EK0955'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2010 (KRS)
 EK0955'CONCRETE BASE AND BRASS STEM RECOVERED IN GOOD CONDITION, BRASS CAP
 EK0955'MISSING. DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0952 ***********************************************************************
 EK0952  DESIGNATION -  TALIHINA ST TB SANATORIUM TANK
 EK0952  PID         -  EK0952
 EK0952  STATE/COUNTY-  OK/LATIMER
 EK0952  COUNTRY     -  US
 EK0952  USGS QUAD   -  TALIHINA (2018)
 EK0952
 EK0952                         *CURRENT SURVEY CONTROL
 EK0952  ______________________________________________________________________
 EK0952* NAD 83(1993) POSITION- 34 46 00.68412(N) 095 04 58.94760(W)   ADJUSTED
 EK0952  ______________________________________________________________________
 EK0952  GEOID HEIGHT    -        -31.682 (meters)                     GEOID18
 EK0952  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 EK0952  HORZ ORDER      -  THIRD
 EK0952
 EK0952.The horizontal coordinates were established by classical geodetic methods
 EK0952.and adjusted by the National Geodetic Survey in November 1994.
 EK0952
 EK0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0952.GEOID18 height accuracy estimate available here.
 EK0952
 EK0952.Click photographs - Photos may exist for this station.
 EK0952
 EK0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0952
 EK0952. The following values were computed from the NAD 83(1993) position.
 EK0952
 EK0952;                    North         East     Units Scale Factor Converg.
 EK0952;SPC OK S     -   162,869.816   866,984.008   MT  0.99994100   +1 39 20.6
 EK0952;SPC OK S     -   534,348.72  2,844,430.03   sFT  0.99994100   +1 39 20.6
 EK0952;UTM  15      - 3,849,165.434   309,366.688   MT  1.00004793   -1 11 17.5
 EK0952
 EK0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0936649165(NAD 83)
 EK0952
 EK0952                          SUPERSEDED SURVEY CONTROL
 EK0952
 EK0952  NAD 83(1986)-  34 46 00.68498(N)    095 04 58.93625(W) AD(       ) 3
 EK0952  NAD 27      -  34 46 00.33300(N)    095 04 58.08100(W) AD(       ) 3
 EK0952
 EK0952.Superseded values are not recommended for survey control.
 EK0952
 EK0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0952.See file dsdata.pdf to determine how the superseded data were derived.
 EK0952
 EK0952_MARKER: 53 = ELEVATED TANK
 EK0952
 EK0952  HISTORY     - Date     Condition        Report By
 EK0952  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0952
 EK0952                          STATION DESCRIPTION
 EK0952
 EK0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0952'STATION IS LOCATED ABOUT 2 MILES WEST NORTHWEST OF TALIHINA
 EK0952'AT THE STATE T.B. SANATARIUM.  STATION IS 50 FEET NORTH
 EK0952'OF THE APPROXIMATE CENTERLINE OF STREET AND 30 FEET WEST
 EK0952'OF THE APPROXIMATE CENTERLINE OF STREET.  STATION IS ABOUT
 EK0952'120 FEET HIGH AND 26 FEET SQUARE AT BASE.  THE ENTIRE STRUCTURE
 EK0952'IS OF STEEL AND PAINTED SILVER.  THERE IS A T.B. CROSS PAINTED
 EK0952'ON THE EAST SIDE OF THE TANK, IN RED.
 EK0952'
 EK0952'THE POINT INTERSECTED WAS THE BALL FINIAL.
 EK0952'
 EK0952'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 EK0952'ROUTE 63 IN TALIHINA GO WESTERLY ON STATE ROUTE 63 FOR 1.7
 EK0952'MILES TO T ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.35
 EK0952'MILE TO FORKS.  KEEP RIGHT FORK FOR 1.1 MILES TO CROSS STREET.
 EK0952'KEEP STRAIGHT AHEAD FOR 0.2 MILE TO STATION ON RIGHT OR
 EK0952'NORTH SIDE OF STREET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1038 ***********************************************************************
 FH1038  DESIGNATION -  TAMAHA
 FH1038  PID         -  FH1038
 FH1038  STATE/COUNTY-  OK/HASKELL
 FH1038  COUNTRY     -  US
 FH1038  USGS QUAD   -  VIAN (2019)
 FH1038
 FH1038                         *CURRENT SURVEY CONTROL
 FH1038  ______________________________________________________________________
 FH1038* NAD 83(1993) POSITION- 35 23 06.56216(N) 094 59 11.93079(W)   ADJUSTED
 FH1038* NAVD 88 ORTHO HEIGHT -   176.32  (+/-2cm)      578.5   (feet) VERTCON3
 FH1038  ______________________________________________________________________
 FH1038  GEOID HEIGHT    -        -30.254 (meters)                     GEOID18
 FH1038  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 FH1038  HORZ ORDER      -  FIRST
 FH1038  VERT ORDER      -  THIRD ? (See Below)
 FH1038
 FH1038.The horizontal coordinates were established by classical geodetic methods
 FH1038.and adjusted by the National Geodetic Survey in November 1994.
 FH1038
 FH1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1038
 FH1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1038.GEOID18 height accuracy estimate available here.
 FH1038
 FH1038.The vertical order pertains to the NGVD 29 superseded value.
 FH1038
 FH1038.Click photographs - Photos may exist for this station.
 FH1038
 FH1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1038
 FH1038. The following values were computed from the NAD 83(1993) position.
 FH1038
 FH1038;                    North         East     Units Scale Factor Converg.
 FH1038;SPC OK S     -   231,692.242   873,756.757   MT  1.00003353   +1 42 37.5
 FH1038;SPC OK S     -   760,143.63  2,866,650.29   sFT  1.00003353   +1 42 37.5
 FH1038;UTM  15      - 3,917,568.711   319,556.681   MT  1.00000126   -1 09 02.6
 FH1038
 FH1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1038!SPC OK S     -   0.99997707  x   1.00003353  =   1.00001060
 FH1038!UTM  15      -   0.99997707  x   1.00000126  =   0.99997833
 FH1038
 FH1038:                Primary Azimuth Mark                     Grid Az
 FH1038:SPC OK S     -  TAMAHA AZ MK                             305 57 29.3
 FH1038:UTM  15      -  TAMAHA AZ MK                             308 49 09.4
 FH1038
 FH1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1955617568(NAD 83)
 FH1038
 FH1038|---------------------------------------------------------------------|
 FH1038| PID    Reference Object                     Distance      Geod. Az  |
 FH1038|                                                           dddmmss.s |
 FH1038| CI3366 TAMAHA RM 1                          26.938 METERS 00109     |
 FH1038| CI3367 TAMAHA RM 2                          13.334 METERS 10821     |
 FH1038| CI3365 TAMAHA AZ MK                                       3074006.8 |
 FH1038|---------------------------------------------------------------------|
 FH1038
 FH1038                          SUPERSEDED SURVEY CONTROL
 FH1038
 FH1038  NAD 83(1986)-  35 23 06.57161(N)    094 59 11.91949(W) AD(       ) 1
 FH1038  NAD 27      -  35 23 06.22600(N)    094 59 11.08200(W) AD(       ) 1
 FH1038  NGVD 29             176.21   (m)          578.1    (f) LEVELING    3  
 FH1038
 FH1038.Superseded values are not recommended for survey control.
 FH1038
 FH1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1038.See file dsdata.pdf to determine how the superseded data were derived.
 FH1038
 FH1038_MARKER: DS = TRIANGULATION STATION DISK
 FH1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1038_STAMPING: TAMAHA 1940
 FH1038_MARK LOGO: CGS
 FH1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1038+STABILITY: SURFACE MOTION
 FH1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1038+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 FH1038
 FH1038  HISTORY     - Date     Condition        Report By
 FH1038  HISTORY     - 1940     MONUMENTED       CGS
 FH1038  HISTORY     - 1959     GOOD             CGS
 FH1038  HISTORY     - 20091202 GOOD             INDIV
 FH1038
 FH1038                          STATION DESCRIPTION
 FH1038
 FH1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1038'STATION IS LOCATED ABOUT 12 MILES NE OF STIGLER, 10 MILES
 FH1038'NNW OF KEOTA, 1/2 MILE SW OF TAMAHA AT THE HIGHEST POINT OF
 FH1038'A SMALL GRADE IN THE COUNTY ROAD.
 FH1038'
 FH1038'STATION MARK IS 2 FEET W OF FENCE LINE IN E EDGE OF CLEARED
 FH1038'PASTURE GROUND, 17.5 FEET W OF CENTER LINE OF ROAD, 5.1
 FH1038'FEET SW OF WHITE WITNESS POST, PROJECTING 4 INCHES AND STAMPED
 FH1038'TAMAHA 1940.
 FH1038'
 FH1038'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1038'BRONZE DISKS SET IN CONCRETE.
 FH1038'
 FH1038'REFERENCE MARK NO.1 IS 15.5 FEET W OF ROAD IN FENCE LINE
 FH1038'N OF STATION, PROJECTING 4 INCHES, AT THE SAME ELEVATION
 FH1038'AS THE STATION AND IS STAMPED TAMAHA NO.1 1940.  REFERENCE
 FH1038'MARK NO.2 IS 1 FOOT E OF FENCE LINE, ACROSS ROAD FROM STATION,
 FH1038'24 FEET E OF ROAD, PROJECTING 4 INCHES, AT THE SAME ELEVATION
 FH1038'AS THE STATION AND IS STAMPED TAMAHA NO.2 1940.
 FH1038'
 FH1038'AZIMUTH MARK IS IN FENCE LINE, 16 FEET W OF ROAD, 3.9 FEET S
 FH1038'OF WHITE WITNESS POST, PROJECTING 6 INCHES AND IS STAMPED,
 FH1038'TAMAHA 1940.
 FH1038'
 FH1038'TO REACH AZIMUTH MARK FROM STATION, GO N 0.4 MILE TOWARDS
 FH1038'TAMAHA, TURN LEFT (W) AND GO 1.1 MILES TO CROSSROADS, TURN
 FH1038'RIGHT AND GO N 0.6 MILE TO MARK ON LEFT ABOUT 50 FEET SE
 FH1038'OF SE CORNER OF VERNON WILSONS HOUSE.
 FH1038'
 FH1038'TO REACH FROM STIGLER, FOLLOW OKLAHOMA STATE HIGHWAY 10 E
 FH1038'3.7 MILES TO GRAVEL ROAD LEADING LEFT (N), TURN LEFT AND GO
 FH1038'4.0 MILES TO GARLAND SCHOOL, TURN RIGHT (E) AND GO 0.6 MILE,
 FH1038'TURN LEFT AND GO N 0.25 MILE, TURN RIGHT AND GO E 0.4 MILE,
 FH1038'TURN LEFT AND GO N 4.75 MILES TO JUNCTION OF SEVERAL ROADS,
 FH1038'TURN RIGHT ON EASTERLY ROAD AND GO 3.2 MILES TO WHERE MAIN ROAD
 FH1038'BEARS LEFT INTO TAMAHA AND DIRT ROAD LEADS STRAIGHT AHEAD,
 FH1038'CONTINUE STRAIGHT AHEAD ON DIRT ROAD 0.05 MILE TO T-ROAD,
 FH1038'TURN RIGHT (S) AND GO UPGRADE SLIGHTLY 0.4 MILE TO STATION
 FH1038'ON RIGHT AT TOP OF GRADE.
 FH1038'
 FH1038'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 FH1038
 FH1038                          STATION RECOVERY (1959)
 FH1038
 FH1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1038'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1038'CONDITION.
 FH1038'
 FH1038'THE AZIMUTH MARK IS 0.55 MILE NORTH OF CROSSROADS INSTEAD OF
 FH1038'0.6 MILE AS DESCRIBED IN 1940 DESCRIPTION.  IT IS 19 PACES
 FH1038'SOUTH OF SOUTH GATE POST OF WIRE GATE.  THE HOUSE THAT WAS
 FH1038'NEAR THIS MARK IS GONE.
 FH1038'
 FH1038'THE ORIGINAL DESCRIPTION TO REACH THIS STATION FROM STIGLER IS
 FH1038'ADEQUATE.
 FH1038
 FH1038                          STATION RECOVERY (2009)
 FH1038
 FH1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BW)
 FH1038'STATION IS IN GOOD CONDITION. RM-1 IS IN GOOD CONDITION. RM-2 IS
 FH1038'DESTROYED. AZMUTH MARK WAS NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1104 ***********************************************************************
 FJ1104  DESIGNATION -  TANK
 FJ1104  PID         -  FJ1104
 FJ1104  STATE/COUNTY-  OK/OKLAHOMA
 FJ1104  COUNTRY     -  US
 FJ1104  USGS QUAD   -  BRITTON (2018)
 FJ1104
 FJ1104                         *CURRENT SURVEY CONTROL
 FJ1104  ______________________________________________________________________
 FJ1104* NAD 83(1993) POSITION- 35 31 31.84782(N) 097 35 22.52737(W)   ADJUSTED
 FJ1104* NAVD 88 ORTHO HEIGHT -   410.    (meters)     1345.    (feet) SCALED
 FJ1104  ______________________________________________________________________
 FJ1104  GEOID HEIGHT    -        -27.013 (meters)                     GEOID18
 FJ1104  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 FJ1104  HORZ ORDER      -  FIRST
 FJ1104
 FJ1104.The horizontal coordinates were established by classical geodetic methods
 FJ1104.and adjusted by the National Geodetic Survey in November 1994.
 FJ1104
 FJ1104.The orthometric height was scaled from a topographic map.
 FJ1104
 FJ1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1104.GEOID18 height accuracy estimate available here.
 FJ1104
 FJ1104.Click photographs - Photos may exist for this station.
 FJ1104
 FJ1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1104
 FJ1104. The following values were computed from the NAD 83(1993) position.
 FJ1104
 FJ1104;                    North         East     Units Scale Factor Converg.
 FJ1104;SPC OK N     -    58,386.185   637,224.563   MT  1.00000772   +0 14 31.9
 FJ1104;SPC OK N     -   191,555.34  2,090,627.59   sFT  1.00000772   +0 14 31.9
 FJ1104;UTM  14      - 3,932,237.695   627,878.140   MT  0.99980152   +0 49 10.7
 FJ1104
 FJ1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1104!SPC OK N     -   0.99993988  x   1.00000772  =   0.99994760
 FJ1104!UTM  14      -   0.99993988  x   0.99980152  =   0.99974141
 FJ1104
 FJ1104:                Primary Azimuth Mark                     Grid Az
 FJ1104:SPC OK N     -  OKLA CITY RADIO STA KOCY MAST            129 18 13.0
 FJ1104:UTM  14      -  OKLA CITY RADIO STA KOCY MAST            128 43 34.2
 FJ1104
 FJ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2787832237(NAD 83)
 FJ1104
 FJ1104|---------------------------------------------------------------------|
 FJ1104| PID    Reference Object                     Distance      Geod. Az  |
 FJ1104|                                                           dddmmss.s |
 FJ1104| FJ1098 OKLA CITY LAKE HEFNER TANK          APPROX. 6.4 KM 0032945.9 |
 FJ1104| FJ0869 EDMOND RODKEY ELEV ROD              APPROX.17.0 KM 0340520.8 |
 FJ1104| FJ1097 OKLA CITY NICHOLS HILL MUN TK       APPROX. 3.6 KM 0353657.7 |
 FJ1104| FJ1100 OKLA CITY NICHOLS HILL SPHERE       APPROX. 4.7 KM 0375326.3 |
 FJ1104| FJ0874 EDMOND STATE HWY PATROL MAST        APPROX.14.8 KM 0412535.1 |
 FJ1104| FJ1096 OKLA CITY BRITTON MUNICIPAL TK      APPROX. 6.9 KM 0491550.7 |
 FJ1104| FJ1099 OKLA CITY TV STA KWY MAST           APPROX. 8.5 KM 0613413.4 |
 FJ1104| FJ0867 OKLA CITY TV STA KMPT MAST          APPROX.10.0 KM 0644732.7 |
 FJ1104| FJ1102 OKLA CITY NICHOLS HILL MUN TK       APPROX. 6.1 KM 0645735.8 |
 FJ1104| FJ0862 OKLA CITY TV STA KWTV MAST          APPROX. 8.8 KM 0721548.2 |
 FJ1104| FJ1101 OKLA CITY BELLE ISLE STA STACK      APPROX. 4.8 KM 0864706.6 |
 FJ1104| FJ0868 OKLA CITY RAD STA KBYE MAST         APPROX.10.5 KM 0880557.2 |
 FJ1104| FJ1014 OKLA CITY UNIVERSITY TOWER          APPROX. 5.5 KM 1284434.2 |
 FJ1104| FJ1013 OKLA CITY RADIO STA KOCY MAST       APPROX. 8.0 KM 1293244.9 |
 FJ1104| FJ1016 OKLA CITY RAD STA KTVQ ANT          APPROX. 9.2 KM 1333116.7 |
 FJ1104| FJ1009 OKLA CITY GENERAL MILLS ELEV        APPROX. 8.4 KM 1375223.4 |
 FJ1104| FJ1012 OKLA CITY PENN ST MUNICIPAL TK      APPROX. 6.7 KM 1464421.8 |
 FJ1104| FJ1015 OKLA CITY ARMOUR STACK              APPROX. 8.7 KM 1601216.0 |
 FJ1104| CL5523 TANK RM 1                            19.520 METERS 17158     |
 FJ1104| CL5522 TANK AZ MK                                         1733303.5 |
 FJ1104| FJ1093 WARR ACRES PUTNAM SCHOOL STACK      APPROX. 2.8 KM 2373314.8 |
 FJ1104| FJ1106 BETHANY MUNICIPAL TANK              APPROX. 4.0 KM 2464033.7 |
 FJ1104| FJ1105 BETHANY ST JOSEPHS HOME TANK        APPROX. 4.9 KM 2521246.2 |
 FJ1104| FJ1095 WARR ACRES MUNICIPAL TANK           APPROX. 2.3 KM 2624838.2 |
 FJ1104| CL5524 TANK RM 2                            13.890 METERS 32817     |
 FJ1104|---------------------------------------------------------------------|
 FJ1104
 FJ1104                          SUPERSEDED SURVEY CONTROL
 FJ1104
 FJ1104  NAD 83(1986)-  35 31 31.85386(N)    097 35 22.51043(W) AD(       ) 1
 FJ1104  NAD 27      -  35 31 31.64787(N)    097 35 21.36900(W) AD(       ) 1
 FJ1104
 FJ1104.Superseded values are not recommended for survey control.
 FJ1104
 FJ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1104.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1104
 FJ1104_MARKER: DS = TRIANGULATION STATION DISK
 FJ1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1104_STAMPING: TANK 1955
 FJ1104_MARK LOGO: CGS
 FJ1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1104+STABILITY: SURFACE MOTION
 FJ1104
 FJ1104  HISTORY     - Date     Condition        Report By
 FJ1104  HISTORY     - 1955     MONUMENTED       CGS
 FJ1104  HISTORY     - 1968     GOOD             OKDH
 FJ1104  HISTORY     - 1970     GOOD             NGS
 FJ1104
 FJ1104                          STATION DESCRIPTION
 FJ1104
 FJ1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1104'THE STATION IS IN THE NORTHWEST EDGE OF OKLAHOMA CITY ABOUT
 FJ1104'6 MILES NORTHWEST OF THE CENTER OF TOWN.  IT IS 1-1/4 MILES WEST
 FJ1104'OF N. MAY AVE., 1 MILE NORTH OF U.S. HIGHWAYS 270 AND 66, 1/2
 FJ1104'MILE SOUTHWEST OF STATE HIGHWAY 3 AND ON A HIGH DIRT MOUND
 FJ1104'WITH TWO LARGE CITY WATER TANKS.  THE TANKS HAVE THE WORDS
 FJ1104'YOUR CITY OKLAHOMA CITY WATER DEPARTMENT PRINTED ON THEM.  THE
 FJ1104'PROPERTY IS OWNED BY THE CITY.
 FJ1104'
 FJ1104'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING GO WEST
 FJ1104'ON 23RD STREET FOR 4.35 MILES TO N. PORTLAND AVE., TURN RIGHT AND
 FJ1104'GO NORTH ON PORTLAND AVE. FOR 1.95 MILES TO NW 50TH STREET,
 FJ1104'TURN LEFT AND GO WEST ON NW 50TH STREET FOR 0.3 MILE TO A
 FJ1104'DIRT CROSSROAD WITH A HOUSE (3928 NW 50TH STREET) IN THE
 FJ1104'SOUTHWEST ANGLE OF THE INTERSECTION AND THE AZIMUTH MARK IN THE
 FJ1104'NORTHWEST ANGLE.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR
 FJ1104'0.2 MILE TO A LOCKED GATE IN A CYCLONE FENCE, PASS THROUGH
 FJ1104'GATE AND GO NORTHWEST 0.1 MILE TO A DRIVEWAY LEADING TO
 FJ1104'THE TOP OF THE MOUND, GO UP DRIVEWAY AND BEAR LEFT TO
 FJ1104'NORTHEAST EDGE OF MOUND AND THE STATION.
 FJ1104'
 FJ1104'THE STATION MARK IS 160.4 FEET NORTHEAST OF THE NORTHERN ONE
 FJ1104'OF THE TWO ROUND TANKS, 12 FEET SOUTHEAST OF THE EDGE OF THE
 FJ1104'MOUND 3.5 FEET SOUTH OF A WITNESS POST AND PROJECTS 6 INCHES.
 FJ1104'THE DISK IS STAMPED TANK 1955.
 FJ1104'
 FJ1104'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 1 FOOT NORTH OF
 FJ1104'OF A WITNESS POST ON THE EAST EDGE OF THE MOUND AND PROJECTS
 FJ1104'4 INCHES.  THE DISK IS STAMPED TANK NO. 1 1955.
 FJ1104'
 FJ1104'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 30 FEET
 FJ1104'EAST OF THE CENTER OF THE DRIVEWAY, 2 FEET EAST OF A WITNESS POST
 FJ1104'ON THE NORTH EDGE OF THE MOUND AND PROJECTS 4 INCHES.  THE DISK
 FJ1104'IS STAMPED TANK NO. 2 1955.
 FJ1104'
 FJ1104'THE AZIMUTH MARK, 0.25 MILE SOUTH OF THE STATION, IS 34 FEET
 FJ1104'NORTH OF THE CENTER OF THE DIRT ROAD, 32 FEET NORTH OF THE CENTER
 FJ1104'OF NORTHWEST 50TH STREET, 3 FEET WEST OF A POWER POLE, 3 FEET
 FJ1104'EAST-NORTHEAST OF A WITNESS POST AND PROJECTS 6 INCHES.  THE DISK
 FJ1104'IS STAMPED TANK 1955.
 FJ1104'
 FJ1104'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FJ1104
 FJ1104                          STATION RECOVERY (1968)
 FJ1104
 FJ1104'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1104'TANK 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1104'
 FJ1104'TANK NO. 1 1955, DESTROYED.
 FJ1104'
 FJ1104'TANK NO. 2 1955, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1104'
 FJ1104'TANK 1955, AZIMUTH DESTROYED.
 FJ1104'
 FJ1104'AZIMUTH FOUND LAYING ON GROUND SURFACE.
 FJ1104
 FJ1104                          STATION RECOVERY (1970)
 FJ1104
 FJ1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1104'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 FJ1104'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TILTED AND THE
 FJ1104'NEW DISTANCE IS 45.29 FEET.  DUE TO ADVERSE WEATHER CONDITIONS A
 FJ1104'NEW DIRECTION WAS NOT DETERMINED.  THE AZIMUTH MARK HAS BEEN
 FJ1104'DESTROYED BY STREET CONSTRUCTION.  A NEW AZIMUTH MARK WAS NOT SET
 FJ1104'AND THE WAR ACRES, MUN. WATER TANK, 1955 CAN BE USED FOR A NATURAL
 FJ1104'AZIMUTH AND SEVERAL OTHER INTERSECTION STATIONS ARE VISIBLE.
 FJ1104'
 FJ1104'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 FJ1104'
 FJ1104'THE STATION AREA IS FENCED AND A KEY IS REQUIRED TO ENTER THE AREA.
 FJ1104'FOR ENTRANCE CALL MR. BILL ROBERSON AT PUMP STATION PHONE 12266.
 FJ1104'
 FJ1104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OKLAHOMA CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN4404 ***********************************************************************
 DN4404  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4404  DESIGNATION -  TAOS
 DN4404  PID         -  DN4404
 DN4404  STATE/COUNTY-  OK/ROGERS
 DN4404  COUNTRY     -  US
 DN4404  USGS QUAD   -  MINGO (2019)
 DN4404
 DN4404                         *CURRENT SURVEY CONTROL
 DN4404  ______________________________________________________________________
 DN4404* NAD 83(2011) POSITION- 36 13 43.55727(N) 095 47 15.28781(W)   ADJUSTED
 DN4404* NAD 83(2011) ELLIP HT-   147.948 (meters)        (06/27/12)   ADJUSTED
 DN4404* NAD 83(2011) EPOCH   -  2010.00
 DN4404* NAVD 88 ORTHO HEIGHT -   177.08  (meters)      581.0   (feet) GPS OBS
 DN4404  ______________________________________________________________________
 DN4404  GEOID HEIGHT    -        -29.127 (meters)                     GEOID18
 DN4404  NAD 83(2011) X  -   -519,445.911 (meters)                     COMP
 DN4404  NAD 83(2011) Y  - -5,124,899.201 (meters)                     COMP
 DN4404  NAD 83(2011) Z  -  3,748,785.460 (meters)                     COMP
 DN4404  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DN4404
 DN4404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN4404  Standards:
 DN4404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN4404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN4404  -------------------------------------------------------------------
 DN4404  NETWORK    0.34   0.88           0.15   0.13   0.45     -0.02113953
 DN4404  -------------------------------------------------------------------
 DN4404  Click here for local accuracies and other accuracy information.
 DN4404
 DN4404.The horizontal coordinates were established by GPS observations
 DN4404.and adjusted by the National Geodetic Survey in June 2012.
 DN4404
 DN4404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN4404.been affixed to the stable North American tectonic plate. See 
 DN4404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN4404
 DN4404.The horizontal coordinates are valid at the epoch date displayed above
 DN4404.which is a decimal equivalence of Year/Month/Day.
 DN4404
 DN4404.The orthometric height was determined by GPS observations and a
 DN4404.high-resolution geoid model using precise GPS observation and
 DN4404.processing techniques.
 DN4404
 DN4404.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4404.GEOID18 height accuracy estimate available here.
 DN4404
 DN4404.Click photographs - Photos may exist for this station.
 DN4404
 DN4404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4404
 DN4404.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN4404
 DN4404.The ellipsoidal height was determined by GPS observations
 DN4404.and is referenced to NAD 83.
 DN4404
 DN4404. The following values were computed from the NAD 83(2011) position.
 DN4404
 DN4404;                    North         East     Units Scale Factor Converg.
 DN4404;SPC OK N     -   138,601.406   798,874.274   MT  0.99994598   +1 18 20.4
 DN4404;SPC OK N     -   454,728.11  2,620,973.35   sFT  0.99994598   +1 18 20.4
 DN4404;UTM  15      - 4,012,926.106   249,459.615   MT  1.00037348   -1 38 54.0
 DN4404
 DN4404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4404!SPC OK N     -   0.99997678  x   0.99994598  =   0.99992276
 DN4404!UTM  15      -   0.99997678  x   1.00037348  =   1.00035025
 DN4404
 DN4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4945912926(NAD 83)
 DN4404
 DN4404                          SUPERSEDED SURVEY CONTROL
 DN4404
 DN4404  NAD 83(2007)-  36 13 43.55731(N)    095 47 15.28847(W) AD(2002.00) B
 DN4404  ELLIP H (11/09/11)  147.965  (m)                       GP(2002.00) 4 2
 DN4404  NAVD 88 (11/09/11)  177.1    (m)  GEOID09  model used  GPS OBS        
 DN4404
 DN4404.Superseded values are not recommended for survey control.
 DN4404
 DN4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN4404.See file dsdata.pdf to determine how the superseded data were derived.
 DN4404
 DN4404_MARKER: F = FLANGE-ENCASED ROD
 DN4404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN4404_STAMPING: TAOS 2011
 DN4404_MARK LOGO: NONE
 DN4404_PROJECTION: RECESSED 1 CENTIMETERS
 DN4404_MAGNETIC: I = MARKER IS A STEEL ROD
 DN4404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4404+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2023
 DN4404_ROD/PIPE-DEPTH: 5.7 meters
 DN4404_SLEEVE-DEPTH  : .9 meters
 DN4404
 DN4404  HISTORY     - Date     Condition        Report By
 DN4404  HISTORY     - 20110413 MONUMENTED       AIRDAT
 DN4404  HISTORY     - 20200930 GOOD             COTOK
 DN4404  HISTORY     - 20230405 GOOD             OKDOT
 DN4404
 DN4404                          STATION DESCRIPTION
 DN4404
 DN4404'DESCRIBED BY AERIAL DATA SERVICE INCORPORATED 2011 (JJH)
 DN4404'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF
 DN4404'COLLINSVILLE, 4.6 MI (7.4 KM) EAST OF MINGO AND 3.6 MI (5.8 KM)
 DN4404'NORTHWEST OF CATOOSA.  OWNERSHIP--CITY OF TULSA.
 DN4404'
 DN4404'TO REACH FROM THE INTERSECTION OF HIGHWAY 167 AND HIGHWAY 266.  GO
 DN4404'WEST ON HIGHWAY 266 FOR 2.61 KM (1.62 MI) TO GRAVEL DRIVE WAY.  TURN
 DN4404'RIGHT, GO NORTH FOR 0.1 M (0.3 FT) TO STATION AHEAD.
 DN4404'
 DN4404'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 DN4404'GREASE FILLED SLEEVE 90 CM (35 INCHES) LONG ENCASED IN A 12.7 CM (5
 DN4404'INCH) PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET 1.5 CM (1
 DN4404'INCH) BELOW GROUND.  IT IS 36.67 M (120.3 FT) NORTHEAST OF SOUTHEAST
 DN4404'FENCE CORNER POST, 31.58 M (103.6 FT) EAST OF NORTHEAST FENCE CORNER
 DN4404'POST, 10.42 M (34.2 FT) WEST OF CARSONITE WITNESS POST.
 DN4404
 DN4404                          STATION RECOVERY (2020)
 DN4404
 DN4404'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 DN4404'RECOVERED IN GOOD CONDITION.
 DN4404
 DN4404                          STATION RECOVERY (2023)
 DN4404
 DN4404'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DN4404'MARK RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1205 ***********************************************************************
 FJ1205  DESIGNATION -  TATE
 FJ1205  PID         -  FJ1205
 FJ1205  STATE/COUNTY-  OK/SEMINOLE
 FJ1205  COUNTRY     -  US
 FJ1205  USGS QUAD   -  TATE MOUNTAIN (2018)
 FJ1205
 FJ1205                         *CURRENT SURVEY CONTROL
 FJ1205  ______________________________________________________________________
 FJ1205* NAD 83(1993) POSITION- 35 04 50.18779(N) 096 32 23.41413(W)   ADJUSTED
 FJ1205* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 FJ1205  ______________________________________________________________________
 FJ1205  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 FJ1205  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC18
 FJ1205  HORZ ORDER      -  FIRST
 FJ1205
 FJ1205.The horizontal coordinates were established by classical geodetic methods
 FJ1205.and adjusted by the National Geodetic Survey in November 1994.
 FJ1205
 FJ1205.The orthometric height was scaled from a topographic map.
 FJ1205
 FJ1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1205.GEOID18 height accuracy estimate available here.
 FJ1205
 FJ1205.Click photographs - Photos may exist for this station.
 FJ1205
 FJ1205.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1205
 FJ1205. The following values were computed from the NAD 83(1993) position.
 FJ1205
 FJ1205;                    North         East     Units Scale Factor Converg.
 FJ1205;SPC OK S     -   194,780.749   733,156.545   MT  0.99997338   +0 49 43.7
 FJ1205;SPC OK S     -   639,043.17  2,405,364.43   sFT  0.99997338   +0 49 43.7
 FJ1205;UTM  14      - 3,884,750.781   724,297.130   MT  1.00022007   +1 24 52.3
 FJ1205
 FJ1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1205!SPC OK S     -   0.99995171  x   0.99997338  =   0.99992509
 FJ1205!UTM  14      -   0.99995171  x   1.00022007  =   1.00017177
 FJ1205
 FJ1205:                Primary Azimuth Mark                     Grid Az
 FJ1205:SPC OK S     -  TATE AZ MK                               081 34 07.7
 FJ1205:UTM  14      -  TATE AZ MK                               080 58 59.1
 FJ1205
 FJ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2429784750(NAD 83)
 FJ1205
 FJ1205|---------------------------------------------------------------------|
 FJ1205| PID    Reference Object                     Distance      Geod. Az  |
 FJ1205|                                                           dddmmss.s |
 FJ1205| FJ1191 WEWOKA MUNICIPAL TANK               APPROX. 8.6 KM 0281942.0 |
 FJ1205| CI3377 TATE AZ MK                                         0822351.4 |
 FJ1205| EL0717 ALLEN WATER TANK                    APPROX.25.3 KM 1524613.7 |
 FJ1205| EL0796 FRANCIS WATER TANK                  APPROX.22.5 KM 1915424.7 |
 FJ1205| CI3378 TATE RM 1                            22.200 METERS 19740     |
 FJ1205| CI3379 TATE RM 2                            20.057 METERS 32908     |
 FJ1205|---------------------------------------------------------------------|
 FJ1205
 FJ1205                          SUPERSEDED SURVEY CONTROL
 FJ1205
 FJ1205  NAD 83(1986)-  35 04 50.18830(N)    096 32 23.39844(W) AD(       ) 1
 FJ1205  NAD 27      -  35 04 49.90600(N)    096 32 22.34800(W) AD(       ) 1
 FJ1205
 FJ1205.Superseded values are not recommended for survey control.
 FJ1205
 FJ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1205.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1205
 FJ1205_MARKER: DS = TRIANGULATION STATION DISK
 FJ1205_SETTING: 66 = SET IN ROCK OUTCROP
 FJ1205_STAMPING: TATE 1935
 FJ1205_MARK LOGO: CGS
 FJ1205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ1205+STABILITY: POSITION/ELEVATION WELL
 FJ1205
 FJ1205  HISTORY     - Date     Condition        Report By
 FJ1205  HISTORY     - 1935     MONUMENTED       CGS
 FJ1205
 FJ1205                          STATION DESCRIPTION
 FJ1205
 FJ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1205'STATION IS LOCATED IN T. 7 N., R. 7 E., NORTHWEST QUARTER
 FJ1205'OF SECTION 14, ABOUT 7 MILES WEST OF HOLDENVILLE, AND 4.5
 FJ1205'MILES SOUTH, 2.5 MILES WEST OF WEWOKA, ON THE EAST SIDE OF A ROCKY
 FJ1205'PROMINENT RIDGE, WHICH HAS BLUFFS ON THE EAST SIDE AND IS
 FJ1205'LEVEL TO THE WEST.  THE TOP IS COVERED WITH TIMBER AND ROCK.
 FJ1205'
 FJ1205'REACHED FROM WEWOKA (JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1205'HIGHWAY 56) IN TOWN AT LARGE CONOCO FILLING STATION.  GO
 FJ1205'SOUTH ON U.S. HIGHWAY 270 AND STATE HIGHWAY 56, 5.0 MILES
 FJ1205'AND TURN WEST ONTO GRAVEL ROAD AND GO 2.5 MILES, TAKE LEFT
 FJ1205'FORK (DIRT) JUST BEFORE TOP OF HILL ON THE EAST SIDE OF A SMALL
 FJ1205'CEMETERY, AND GO 0.1 MILE, TAKE RIGHT FORK (SOUTH) AND GO 0.05
 FJ1205'MILE, TAKE RIGHT FORK (SOUTHWEST AND SOUTH) ALONG WEST SIDE
 FJ1205'OF PIT AND GO 0.05 MILE, TAKE LEFT FORK (SOUTH) AND GO 0.25
 FJ1205'MILE, GATE IN NORTH-AND-SOUTH FENCE, KEEP ON EAST SIDE OF
 FJ1205'FENCE ABOUT 50 YARDS TO STATION.
 FJ1205'
 FJ1205'REFERENCE MARK NO. 1 IS 72.84 FEET, 22.200 METERS, SOUTHWEST
 FJ1205'OF STATION, SET 50 FEET EAST OF NORTH-SOUTH FENCE LINE.
 FJ1205'
 FJ1205'REFERENCE MARK NO. 2 IS 65.81 FEET, 20.057 METERS NORTHWEST
 FJ1205'OF STATION, SET 33 FEET EAST OF NORTH-SOUTH FENCE LINE.
 FJ1205'
 FJ1205'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING TRAIL NORTH
 FJ1205'0.45 MILE TO MAIN ROAD, TURN RIGHT (EAST) AND GO 0.65 MILE TO TOP
 FJ1205'OF GRADE AND TURN RIGHT, GO 0.35 MILE TO HOUSE ON RIGHT.  MARK IS
 FJ1205'SET 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER POST OF YARD.
 FJ1205'
 FJ1205'SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0929 ***********************************************************************
 EL0929  DESIGNATION -  TATUMS
 EL0929  PID         -  EL0929
 EL0929  STATE/COUNTY-  OK/CARTER
 EL0929  COUNTRY     -  US
 EL0929  USGS QUAD   -  TATUMS (2018)
 EL0929
 EL0929                         *CURRENT SURVEY CONTROL
 EL0929  ______________________________________________________________________
 EL0929* NAD 83(1993) POSITION- 34 27 47.79852(N) 097 28 25.31161(W)   ADJUSTED
 EL0929* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 EL0929  ______________________________________________________________________
 EL0929  GEOID HEIGHT    -        -25.530 (meters)                     GEOID18
 EL0929  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 EL0929  HORZ ORDER      -  SECOND
 EL0929
 EL0929.The horizontal coordinates were established by classical geodetic methods
 EL0929.and adjusted by the National Geodetic Survey in November 1994.
 EL0929
 EL0929.The orthometric height was scaled from a topographic map.
 EL0929
 EL0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0929.GEOID18 height accuracy estimate available here.
 EL0929
 EL0929.Click photographs - Photos may exist for this station.
 EL0929
 EL0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0929
 EL0929. The following values were computed from the NAD 83(1993) position.
 EL0929
 EL0929;                    North         East     Units Scale Factor Converg.
 EL0929;SPC OK S     -   125,462.979   648,353.572   MT  0.99993816   +0 17 55.5
 EL0929;SPC OK S     -   411,623.12  2,127,140.01   sFT  0.99993816   +0 17 55.5
 EL0929;UTM  14      - 3,814,581.962   640,186.932   MT  0.99984224   +0 51 49.8
 EL0929
 EL0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0929!SPC OK S     -   0.99995235  x   0.99993816  =   0.99989051
 EL0929!UTM  14      -   0.99995235  x   0.99984224  =   0.99979460
 EL0929
 EL0929:                Primary Azimuth Mark                     Grid Az
 EL0929:SPC OK S     -  VELMA=ARBUCKLE                           260 16 37.9
 EL0929:UTM  14      -  VELMA=ARBUCKLE                           259 42 43.6
 EL0929
 EL0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4018614581(NAD 83)
 EL0929
 EL0929|---------------------------------------------------------------------|
 EL0929| PID    Reference Object                     Distance      Geod. Az  |
 EL0929|                                                           dddmmss.s |
 EL0929| CY2431 TATUMS RM 1                          10.250 METERS 11749     |
 EL0929| EL0937 VELMA=ARBUCKLE                      APPROX.19.7 KM 2603433.4 |
 EL0929| EL0936 VELMA RADIO STA KKC 380 MAST        APPROX.17.7 KM 2651441.2 |
 EL0929| CY2430 TATUMS AZ MK                                       2725233.8 |
 EL0929| EL0930 TUSSY PUMPING STA RADIO MAST        APPROX. 7.2 KM 2882754.7 |
 EL0929| CY2432 TATUMS RM 2                           8.976 METERS 30953     |
 EL0929| EL0866 DOWELL INC MOBILE TEL RAD MAST      APPROX.23.5 KM 3540521.6 |
 EL0929|---------------------------------------------------------------------|
 EL0929
 EL0929                          SUPERSEDED SURVEY CONTROL
 EL0929
 EL0929  NAD 83(1986)-  34 27 47.80272(N)    097 28 25.29829(W) AD(       ) 2
 EL0929  NAD 27      -  34 27 47.49540(N)    097 28 24.20880(W) AD(       ) 2
 EL0929
 EL0929.Superseded values are not recommended for survey control.
 EL0929
 EL0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0929.See file dsdata.pdf to determine how the superseded data were derived.
 EL0929
 EL0929_MARKER: DS = TRIANGULATION STATION DISK
 EL0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0929_STAMPING: TATUMS 1955
 EL0929_MARK LOGO: CGS
 EL0929_PROJECTION: FLUSH
 EL0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0929+STABILITY: SURFACE MOTION
 EL0929
 EL0929  HISTORY     - Date     Condition        Report By
 EL0929  HISTORY     - 1955     MONUMENTED       CGS
 EL0929  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 EL0929
 EL0929                          STATION DESCRIPTION
 EL0929
 EL0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0929'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF RATLIFF
 EL0929'CITY, 1 MILE SOUTH OF TATUMS, 56 FEET WEST NORTHWEST OF THE
 EL0929'CENTER OF A CATTLE GUARD, 38 FEET SOUTH OF THE CENTER OF A
 EL0929'GRADED ROAD AND 20 FEET SOUTH SOUTHEAST OF A WITNESS POST.
 EL0929'IT IS SET FLUSH AND IS STAMPED TATUMS 1955.
 EL0929'
 EL0929'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF THE CENTER OF THE GRADED
 EL0929'ROAD AND 28 FEET WEST OF THE CENTER OF THE CATTLE GUARD.
 EL0929'IT IS SET FLUSH AND IS STAMPED TATUMS NO 1 1955.
 EL0929'
 EL0929'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE CENTER OF THE
 EL0929'GRADED ROAD AND 15 FEET WEST OF THE WITNESS POST.  IT IS
 EL0929'SET FLUSH AND IS STAMPED TATUMS NO 2 1955.
 EL0929'
 EL0929'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 EL0929'2-1/2 FEET NORTHEAST OF A POWER LINE POLE AND 2 FEET NORTHEAST
 EL0929'OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED TATUMS
 EL0929'1955.
 EL0929'
 EL0929'TO REACH THE STATION FROM THE POST OFFICE IN TATUMS GO SOUTH
 EL0929'FOR 0.1 MILE TO STATE HIGHWAY 7, TURN RIGHT AND GO 0.2 MILE
 EL0929'TO THE TATUMS SCHOOL ON THE RIGHT.  CONTINUE SOUTHWEST ON
 EL0929'STATE HIGHWAY 7 FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT,
 EL0929'SOUTH, AND GO 0.55 MILE TO A CROSSROAD.  TURN LEFT, EAST, AND
 EL0929'GO 0.05 MILE TO A CATTLE GUARD AND STATION ON THE RIGHT.
 EL0929'
 EL0929'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.05
 EL0929'MILE TO A CROSSROAD, CONTINUE WEST FOR 0.2 MILE TO THE AZIMUTH
 EL0929'MARK ON THE RIGHT.
 EL0929
 EL0929                          STATION RECOVERY (1980)
 EL0929
 EL0929'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MDC)
 EL0929'TRI-STATION IN A GOOD STATE OF REPAIR WITH RM NO. 1 ALSO IN PROPER
 EL0929'LOCATION.  THE AZIMUTH MARK APPEARS TO BE MISSING, BUT I JUST
 EL0929'MAY HAVE MISSED FINDING IT.  HOWEVER RM NO. 2 HAD BEEN COMPLETELY
 EL0929'REMOVED AND CARRIED OFF.  IN DISCUSSING THIS WITH AN OIL FIELD
 EL0929'EMPLOYEE (NAME NOT LEARNED) HE INFORMED ME THAT A CONCRETE COLUMN
 EL0929'CONTAINING A BRASS MONUMENT HAD BEEN SEEN A 1/4 OF A MILE SOUTH
 EL0929'DOWN AN OIL FIELD ROAD LYING IN THE BARROW DITCH.  I
 EL0929'INVESTIGATED THE AREA AND FOUND THIS TO BE THE LOST RM NO. 2.
 EL0929'THE PROPERTY OWNER AT THE TRI-STATION LOCATION HAD BUILT A FENCE
 EL0929'MAKING IT UNFEASIBLE TO REPLACE THE RM NO. 2 TO ITS ORIGINAL
 EL0929'LOCATION, THEREFORE I REPLACED THE MONUMENT TO A NEW
 EL0929'LOCATION--
 EL0929'
 EL0929'RM NO. 2 NEW LOCATION 63.93 FEET AT GEODETIC AZ OF 193 DEG 16 MIN
 EL0929'02 SEC APPROXIMATELY 20 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 EL0929'ROAD, 4 FEET NORTH OF THE E-W FENCE LINE ON THE NORTH SIDE OF THE
 EL0929'ROAD, AND 6 FEET ENE OF A POWER POLE.  RM PROTRUDES 0.3 FEET.
 EL0929'
 EL0929'ADDITIONAL NOTE--RM NO. 1 IS NOW BURIED WITH 1-FT OF FILL FOR LAWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR7908 ***********************************************************************
 DR7908  HT_MOD      -  This is a Height Modernization Survey Station.
 DR7908  DESIGNATION -  TC05
 DR7908  PID         -  DR7908
 DR7908  STATE/COUNTY-  OK/TULSA
 DR7908  COUNTRY     -  US
 DR7908  USGS QUAD   -  BIXBY (2018)
 DR7908
 DR7908                         *CURRENT SURVEY CONTROL
 DR7908  ______________________________________________________________________
 DR7908* NAD 83(2011) POSITION- 35 59 18.59412(N) 095 55 37.43311(W)   ADJUSTED
 DR7908* NAD 83(2011) ELLIP HT-   156.893 (meters)        (01/20/22)   ADJUSTED
 DR7908* NAD 83(2011) EPOCH   -  2010.00
 DR7908* NAVD 88 ORTHO HEIGHT -   185.93  (meters)      610.0   (feet) GPS OBS
 DR7908  ______________________________________________________________________
 DR7908  GEOID HEIGHT    -        -29.008 (meters)                     GEOID18
 DR7908  NAD 83(2011) X  -   -533,543.951 (meters)                     COMP
 DR7908  NAD 83(2011) Y  - -5,139,254.416 (meters)                     COMP
 DR7908  NAD 83(2011) Z  -  3,727,251.320 (meters)                     COMP
 DR7908  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DR7908
 DR7908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7908  Standards:
 DR7908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7908  -------------------------------------------------------------------
 DR7908  NETWORK    0.49   0.86           0.22   0.17   0.44      0.15202046
 DR7908  -------------------------------------------------------------------
 DR7908  Click here for local accuracies and other accuracy information.
 DR7908
 DR7908.The horizontal coordinates were established by GPS observations
 DR7908.and adjusted by the CITY OF TULSA in January 2022.
 DR7908
 DR7908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7908.been affixed to the stable North American tectonic plate. See 
 DR7908.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7908
 DR7908.The horizontal coordinates are valid at the epoch date displayed above
 DR7908.which is a decimal equivalence of Year/Month/Day.
 DR7908
 DR7908.The orthometric height was determined by GPS observations and a
 DR7908.high-resolution geoid model using precise GPS observation and
 DR7908.processing techniques.
 DR7908
 DR7908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7908.GEOID18 height accuracy estimate available here.
 DR7908
 DR7908.Click photographs - Photos may exist for this station.
 DR7908
 DR7908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7908
 DR7908.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7908
 DR7908.The ellipsoidal height was determined by GPS observations
 DR7908.and is referenced to NAD 83.
 DR7908
 DR7908. The following values were computed from the NAD 83(2011) position.
 DR7908
 DR7908;                    North         East     Units Scale Factor Converg.
 DR7908;SPC OK N     -   111,671.857   786,907.123   MT  0.99995026   +1 13 24.0
 DR7908;SPC OK N     -   366,376.75  2,581,711.12   sFT  0.99995026   +1 13 24.0
 DR7908;UTM  15      - 3,986,635.633   236,116.499   MT  1.00045812   -1 43 15.6
 DR7908;UTM  14      - 3,987,040.743   777,037.993   MT  1.00054582   +1 48 24.8
 DR7908
 DR7908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7908!SPC OK N     -   0.99997538  x   0.99995026  =   0.99992564
 DR7908!UTM  15      -   0.99997538  x   1.00045812  =   1.00043349
 DR7908!UTM  14      -   0.99997538  x   1.00054582  =   1.00052118
 DR7908
 DR7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV3611686635(NAD 83)
 DR7908
 DR7908                          SUPERSEDED SURVEY CONTROL
 DR7908
 DR7908.No superseded survey control is available for this station.
 DR7908
 DR7908_MARKER: DV = VERTICAL CONTROL DISK
 DR7908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7908_STAMPING: TC05
 DR7908_MARK LOGO: COTOK
 DR7908_PROJECTION: RECESSED 5 CENTIMETERS
 DR7908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7908+STABILITY: SURFACE MOTION
 DR7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7908+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2021
 DR7908
 DR7908  HISTORY     - Date     Condition        Report By
 DR7908  HISTORY     - 20210922 MONUMENTED       COTOK
 DR7908
 DR7908                          STATION DESCRIPTION
 DR7908
 DR7908'DESCRIBED BY CITY OF TULSA 2021 (MWF)
 DR7908'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF
 DR7908'LEONARD, 4.0 MI (6.5 KM) NORTHWEST OF BIXBY AND 3.3 MI (5.3 KM)
 DR7908'SOUTHEAST OF JENKS.
 DR7908'
 DR7908'TO REACH FROM THE INTERSECTION OF E 121ST SOUTH AND YALE AVENUE
 DR7908'PROCEED WEST ON 121ST FOR 0.3 MI (0.5 KM) TO SANDUSKY AVENUE, THE
 DR7908'STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 DR7908'
 DR7908'THE STATION IS 59 FT (18.0 M) NORTH OF THE CENTERLINE OF 121ST STREET,
 DR7908'47 FT (14.3 M) EAST OF THE CENTERLINE OF SANDUSKY AVENUE, 34.7 FT
 DR7908'(10.6 M) SOUTHEAST OF CUT X ON TOP OF CURB FOR SANDUSKY AVENUE, 33.1
 DR7908'FT (10.1 M) NORTH OF GUY WIRE ANCHOR, 30.0 FT (9.1 M) EAST-NORTHEAST
 DR7908'OF CUT X ON TOP OF CURB FOR SANDUSKY AVENUE. THE STATION IS A 3 INCH
 DR7908'(8 CM) ALUMINUM CAP IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST
 DR7908'AND ABOUT 0.2 FT (6 CM) BELOW THE SURFACE OF THE GROUND. NO MAGNETIC
 DR7908'MATERIAL IN THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0128 ***********************************************************************
 FJ0128  DESIGNATION -  TECUMSEH
 FJ0128  PID         -  FJ0128
 FJ0128  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0128  COUNTRY     -  US
 FJ0128  USGS QUAD   -  SHAWNEE (2018)
 FJ0128
 FJ0128                         *CURRENT SURVEY CONTROL
 FJ0128  ______________________________________________________________________
 FJ0128* NAD 83(1986) POSITION- 35 15 37.     (N) 096 56 09.     (W)   SCALED
 FJ0128* NAVD 88 ORTHO HEIGHT -   327.376 (meters)     1074.07  (feet) ADJUSTED
 FJ0128  ______________________________________________________________________
 FJ0128  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 FJ0128  DYNAMIC HEIGHT  -        327.062 (meters)     1073.04  (feet) COMP
 FJ0128  MODELED GRAVITY -    979,667.7   (mgal)                       NAVD 88
 FJ0128
 FJ0128  VERT ORDER      -  SECOND    CLASS 0
 FJ0128
 FJ0128.The horizontal coordinates were scaled from a map and have
 FJ0128.an estimated accuracy of +/- 6 seconds.
 FJ0128
 FJ0128.The orthometric height was determined by differential leveling and
 FJ0128.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0128.in June 1991.
 FJ0128
 FJ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0128.GEOID18 height accuracy estimate available here.
 FJ0128
 FJ0128.Click photographs - Photos may exist for this station.
 FJ0128
 FJ0128.The dynamic height is computed by dividing the NAVD 88
 FJ0128.geopotential number by the normal gravity value computed on the
 FJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0128.degrees latitude (g = 980.6199 gals.).
 FJ0128
 FJ0128.The modeled gravity was interpolated from observed gravity values.
 FJ0128
 FJ0128;                    North         East    Units  Estimated Accuracy
 FJ0128;SPC OK S     -   214,260.      696,840.      MT  (+/- 180 meters Scaled)
 FJ0128
 FJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE877038(NAD 83)
 FJ0128
 FJ0128                          SUPERSEDED SURVEY CONTROL
 FJ0128
 FJ0128  NGVD 29 (??/??/92)  327.288  (m)         1073.78   (f) ADJ UNCH    2 0
 FJ0128
 FJ0128.Superseded values are not recommended for survey control.
 FJ0128
 FJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0128.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0128
 FJ0128_MARKER: DB = BENCH MARK DISK
 FJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0128_STAMPING: TECUMSEH 1934
 FJ0128_MARK LOGO: CGS
 FJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0128+STABILITY: SURFACE MOTION
 FJ0128
 FJ0128  HISTORY     - Date     Condition        Report By
 FJ0128  HISTORY     - 1934     MONUMENTED       CGS
 FJ0128  HISTORY     - 1934     GOOD             CGS
 FJ0128  HISTORY     - 1957     MARK NOT FOUND   USGS
 FJ0128
 FJ0128                          STATION DESCRIPTION
 FJ0128
 FJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0128'AT TECUMSEH.
 FJ0128'AT TECUMSEH, POTTAWATOMIE COUNTY, AT THE CITY WATER TANK, ABOUT
 FJ0128'120 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 18, AND BETWEEN
 FJ0128'THE TWO WEST LEGS OF THE TANK.  A STANDARD DISK, STAMPED TECUMSEH
 FJ0128'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- WATER TANK
 FJ0128'HAS BEEN MOVED.  THERE IS NOW A FILLING STATION AT THAT LOCATION.
 FJ0128
 FJ0128                          STATION RECOVERY (1957)
 FJ0128
 FJ0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 FJ0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1245 ***********************************************************************
 FJ1245  DESIGNATION -  TECUMSEH
 FJ1245  PID         -  FJ1245
 FJ1245  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1245  COUNTRY     -  US
 FJ1245  USGS QUAD   -  SHAWNEE (2018)
 FJ1245
 FJ1245                         *CURRENT SURVEY CONTROL
 FJ1245  ______________________________________________________________________
 FJ1245* NAD 83(1993) POSITION- 35 15 40.92851(N) 096 57 48.85477(W)   ADJUSTED
 FJ1245* NAVD 88 ORTHO HEIGHT -   346.04  (+/-2cm)     1135.3   (feet) VERTCON3
 FJ1245  ______________________________________________________________________
 FJ1245  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 FJ1245  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 FJ1245  HORZ ORDER      -  SECOND
 FJ1245  VERT ORDER      -  THIRD ? (See Below)
 FJ1245
 FJ1245.The horizontal coordinates were established by classical geodetic methods
 FJ1245.and adjusted by the National Geodetic Survey in November 1994.
 FJ1245
 FJ1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1245
 FJ1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1245.GEOID18 height accuracy estimate available here.
 FJ1245
 FJ1245.The vertical order pertains to the NGVD 29 superseded value.
 FJ1245
 FJ1245.Click photographs - Photos may exist for this station.
 FJ1245
 FJ1245.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1245
 FJ1245. The following values were computed from the NAD 83(1993) position.
 FJ1245
 FJ1245;                    North         East     Units Scale Factor Converg.
 FJ1245;SPC OK S     -   214,355.927   694,310.767   MT  1.00000566   +0 35 17.9
 FJ1245;SPC OK S     -   703,266.07  2,277,917.91   sFT  1.00000566   +0 35 17.9
 FJ1245;UTM  14      - 3,903,929.532   685,247.824   MT  1.00002293   +1 10 33.5
 FJ1245
 FJ1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1245!SPC OK S     -   0.99994991  x   1.00000566  =   0.99995557
 FJ1245!UTM  14      -   0.99994991  x   1.00002293  =   0.99997284
 FJ1245
 FJ1245:                Primary Azimuth Mark                     Grid Az
 FJ1245:SPC OK S     -  TECUMSEH AZ MK                           096 02 45.2
 FJ1245:UTM  14      -  TECUMSEH AZ MK                           095 27 29.6
 FJ1245
 FJ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8524703929(NAD 83)
 FJ1245
 FJ1245|---------------------------------------------------------------------|
 FJ1245| PID    Reference Object                     Distance      Geod. Az  |
 FJ1245|                                                           dddmmss.s |
 FJ1245| CI3385 TECUMSEH AZ MK                                     0963803.1 |
 FJ1245| CI3386 TECUMSEH RM 1                        29.212 METERS 15447     |
 FJ1245| CI3387 TECUMSEH RM 2                        29.831 METERS 25022     |
 FJ1245|---------------------------------------------------------------------|
 FJ1245
 FJ1245                          SUPERSEDED SURVEY CONTROL
 FJ1245
 FJ1245  NAD 83(1986)-  35 15 40.93352(N)    096 57 48.83725(W) AD(       ) 2
 FJ1245  NAD 27      -  35 15 40.67500(N)    096 57 47.75531(W) AD(       ) 2
 FJ1245  NGVD 29             345.95   (m)         1135.0    (f) LEVELING    3  
 FJ1245
 FJ1245.Superseded values are not recommended for survey control.
 FJ1245
 FJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1245.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1245
 FJ1245_MARKER: DS = TRIANGULATION STATION DISK
 FJ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1245_STAMPING: TECUMSEH 1957
 FJ1245_MARK LOGO: CGS
 FJ1245_PROJECTION: FLUSH
 FJ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1245+STABILITY: SURFACE MOTION
 FJ1245
 FJ1245  HISTORY     - Date     Condition        Report By
 FJ1245  HISTORY     - 1957     MONUMENTED       CGS
 FJ1245
 FJ1245                          STATION DESCRIPTION
 FJ1245
 FJ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1245'STATION IS ABOUT 1-1/2 MILES WEST OF TECUMSEH, IN THE SOUTHWEST
 FJ1245'CORNER OF SECTION 11, T 9 N, R 3 E, ON THE HIGHEST POINT
 FJ1245'IN THE IMMEDIATE VICINITY AND ON LAND OWNED BY MRS. GEORGE
 FJ1245'HARN OF OKLAHOMA CITY.
 FJ1245'
 FJ1245'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 18 AT
 FJ1245'THE NORTH EDGE OF TECUMSEH, GO WEST ON HIGHWAY 9 FOR 1.05
 FJ1245'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON
 FJ1245'THE HIGHWAY FOR 0.35 MILE TO THE TOP OF A HILL AT A FARM
 FJ1245'HOUSE AND THE STATION ON THE RIGHT.
 FJ1245'
 FJ1245'STATION MARKS ARE STANDARD DISKS, STAMPED TECUMSEH 1957.
 FJ1245'THE SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST
 FJ1245'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 203 FEET NORTH
 FJ1245'OF THE CENTER OF THE HIGHWAY, 90 FEET NORTHEAST OF THE
 FJ1245'NORTHEAST CORNER OF THE HOUSE, 66 FEET NORTHWEST OF AN EAST
 FJ1245'GATE POST, 32 FEET NORTHEAST OF A POWERLINE POLE, 28 FEET
 FJ1245'WEST OF THE CENTER OF A DRIVEWAY, 21 FEET EAST OF A BARN
 FJ1245'LOT FENCE AND ABOUT 20 FEET ABOVE THE HIGHWAY LEVEL.  A
 FJ1245'WITNESS POST WAS SET 97 FEET SOUTH-SOUTHEAST OF THE MARK.
 FJ1245'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ1245'34 INCHES BELOW THE GROUND SURFACE.
 FJ1245'
 FJ1245'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TECUMSEH NO 1
 FJ1245'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 FJ1245'INCHES.  IT IS 107 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FJ1245'79 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 57 FEET
 FJ1245'NORTH OF A RIGHT-OF-WAY FENCE CORNER, 31 FEET SOUTH OF THE GATE
 FJ1245'POST, 19 FEET EAST OF THE CENTER OF THE DRIVEWAY, 2 FEET
 FJ1245'NORTH OF THE WITNESS POST, 1 FOOT WEST OF A FENCE AND ABOUT
 FJ1245'20 FEET ABOVE THE HIGHWAY LEVEL.
 FJ1245'
 FJ1245'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TECUMSEH NO 2
 FJ1245'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 FJ1245'INCHES.  IT IS 159 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 FJ1245'67 FEET SOUTHWEST OF THE POWERLINE POLE, 61 FEET NORTHWEST
 FJ1245'OF THE NORTHWEST CORNER OF THE HOUSE, 1 FOOT NORTHEAST OF A
 FJ1245'FENCE CORNER AND ABOUT 20 FEET ABOVE THE HIGHWAY LEVEL.
 FJ1245'
 FJ1245'AZIMUTH MARK IS A STANDARD DISK, STAMPED TECUMSEH 1957, SET
 FJ1245'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 FJ1245'IS 111 FEET EAST OF THE CENTER OF A DRIVEWAY 93 FEET EAST OF
 FJ1245'A RIGHT-OF-WAY FENCE CORNER, 80 FEET EAST OF A POWERLINE
 FJ1245'POLE, 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT
 FJ1245'NORTH OF THE RIGHT-OF-WAY FENCE AND ABOUT 10 FEET ABOVE THE
 FJ1245'HIGHWAY LEVEL.
 FJ1245'
 FJ1245'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE7174 ***********************************************************************
 DE7174  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7174  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7174  DESIGNATION -  TECUMSEH CORS ARP
 DE7174  CORS_ID     -  OKTE
 DE7174  PID         -  DE7174
 DE7174  STATE/COUNTY-  OK/POTTAWATOMIE
 DE7174  COUNTRY     -  US
 DE7174  USGS QUAD   -  SHAWNEE (2018)
 DE7174
 DE7174                         *CURRENT SURVEY CONTROL
 DE7174  ______________________________________________________________________
 DE7174* NAD 83(2011) POSITION- 35 15 36.66888(N) 096 53 52.10820(W)   ADJUSTED
 DE7174* NAD 83(2011) ELLIP HT-   303.059 (meters)        (04/??/25)   ADJUSTED
 DE7174* NAD 83(2011) EPOCH   -  2010.00
 DE7174* NAVD 88 ORTHO HEIGHT -   330.08  (meters)     1082.9   (feet) GPS OBS
 DE7174  ______________________________________________________________________
 DE7174  GEOID HEIGHT    -        -27.003 (meters)                     GEOID18
 DE7174  NAD 83(2011) X  -   -626,203.110 (meters)                     COMP
 DE7174  NAD 83(2011) Y  - -5,176,324.216 (meters)                     COMP
 DE7174  NAD 83(2011) Z  -  3,661,649.653 (meters)                     COMP
 DE7174
 DE7174  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7174  Standards:
 DE7174         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7174            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7174  -------------------------------------------------------------------
 DE7174  NETWORK    0.36   0.49           0.15   0.13   0.25     -0.44816600
 DE7174  -------------------------------------------------------------------
 DE7174
 DE7174.The coordinates were established by GPS observations
 DE7174.and adjusted by the National Geodetic Survey in April 2025.
 DE7174
 DE7174.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7174.been affixed to the stable North American Tectonic Plate. 
 DE7174
 DE7174.The coordinates are valid at the epoch date displayed above
 DE7174.which is a decimal equivalence of Year/Month/Day.
 DE7174
 DE7174.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE7174.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE7174.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE7174.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE7174.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE7174.published epoch of 2010.00.
 DE7174
 DE7174.Additional information on MYCS is available at:
 DE7174.https://geodesy.noaa.gov/CORS/index.shtml
 DE7174
 DE7174.The orthometric height was determined by GPS observations and a
 DE7174.high-resolution geoid model using precise GPS observation and
 DE7174.processing techniques.
 DE7174
 DE7174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7174.GEOID18 height accuracy estimate available here.
 DE7174
 DE7174.The PID for the CORS L1 Phase Center is DQ5172.
 DE7174
 DE7174.Click photographs - Photos may exist for this station.
 DE7174
 DE7174.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7174
 DE7174.The ellipsoidal height was determined by GPS observations
 DE7174.and is referenced to NAD 83.
 DE7174
 DE7174. The following values were computed from the NAD 83(2011) position.
 DE7174
 DE7174;                    North         East     Units Scale Factor Converg.
 DE7174;SPC OK S     -   214,288.053   700,296.124   MT  1.00000542   +0 37 32.2
 DE7174;SPC OK S     -   703,043.39  2,297,554.87   sFT  1.00000542   +0 37 32.2
 DE7174;UTM  14      - 3,903,923.086   691,233.750   MT  1.00005071   +1 12 50.2
 DE7174
 DE7174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7174!SPC OK S     -   0.99995243  x   1.00000542  =   0.99995785
 DE7174!UTM  14      -   0.99995243  x   1.00005071  =   1.00000314
 DE7174
 DE7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9123303923(NAD 83)
 DE7174
 DE7174                          SUPERSEDED SURVEY CONTROL
 DE7174
 DE7174  NAD 83(2011)-  35 15 36.66910(N)    096 53 52.10765(W) AD(2010.00) c
 DE7174  ELLIP H (07/??/22)  303.047  (m)                       GP(2010.00) c c
 DE7174  NAD 83(2011)-  35 15 36.66865(N)    096 53 52.10764(W) AD(2010.00) c
 DE7174  ELLIP H (06/??/19)  303.076  (m)                       GP(2010.00) c c
 DE7174  NAD 83(2011)-  35 15 36.66823(N)    096 53 52.10812(W) AD(2010.00) c
 DE7174  NAD 83(2011)-  35 15 36.66872(N)    096 53 52.10775(W) AD(2010.00) c
 DE7174  ELLIP H (08/??/11)  303.075  (m)                       GP(2010.00) c c
 DE7174  NAD 83(2007)-  35 15 36.66864(N)    096 53 52.10853(W) AD(2002.00) c
 DE7174  NAD 83(CORS)-  35 15 36.66864(N)    096 53 52.10853(W) AD(2002.00) c
 DE7174  ELLIP H (09/??/02)  303.077  (m)                       GP(2002.00) c c
 DE7174
 DE7174.Superseded values are not recommended for survey control.
 DE7174
 DE7174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7174.See file dsdata.pdf to determine how the superseded data were derived.
 DE7174
 DE7174_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7174
 DE7174                          STATION DESCRIPTION
 DE7174
 DE7174'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE7174'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE7174'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE7174'AND LOG FILES ACCESSIBLE AT:
 DE7174'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1223 ***********************************************************************
 FJ1223  DESIGNATION -  TECUMSEH GIRLS TOWN TANK
 FJ1223  PID         -  FJ1223
 FJ1223  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1223  COUNTRY     -  US
 FJ1223  USGS QUAD   -  BROOKSVILLE (2018)
 FJ1223
 FJ1223                         *CURRENT SURVEY CONTROL
 FJ1223  ______________________________________________________________________
 FJ1223* NAD 83(1993) POSITION- 35 14 54.53690(N) 096 56 38.15959(W)   ADJUSTED
 FJ1223  ______________________________________________________________________
 FJ1223  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 FJ1223  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 FJ1223  HORZ ORDER      -  THIRD
 FJ1223
 FJ1223.The horizontal coordinates were established by classical geodetic methods
 FJ1223.and adjusted by the National Geodetic Survey in November 1994.
 FJ1223
 FJ1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1223.GEOID18 height accuracy estimate available here.
 FJ1223
 FJ1223.Click photographs - Photos may exist for this station.
 FJ1223
 FJ1223.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1223
 FJ1223. The following values were computed from the NAD 83(1993) position.
 FJ1223
 FJ1223;                    North         East     Units Scale Factor Converg.
 FJ1223;SPC OK S     -   212,944.819   696,112.596   MT  1.00000303   +0 35 58.0
 FJ1223;SPC OK S     -   698,636.46  2,283,829.41   sFT  1.00000303   +0 35 58.0
 FJ1223;UTM  14      - 3,902,536.944   687,064.071   MT  1.00003127   +1 11 13.0
 FJ1223
 FJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8706402536(NAD 83)
 FJ1223
 FJ1223                          SUPERSEDED SURVEY CONTROL
 FJ1223
 FJ1223  NAD 83(1986)-  35 14 54.54179(N)    096 56 38.14171(W) AD(       ) 3
 FJ1223  NAD 27      -  35 14 54.28196(N)    096 56 37.06211(W) AD(       ) 3
 FJ1223
 FJ1223.Superseded values are not recommended for survey control.
 FJ1223
 FJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1223.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1223
 FJ1223_MARKER: 53 = ELEVATED TANK
 FJ1223
 FJ1223  HISTORY     - Date     Condition        Report By
 FJ1223  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1223
 FJ1223                          STATION DESCRIPTION
 FJ1223
 FJ1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1223'STATION IS ABOUT 1 MILE SOUTH OF TECUMSEH AND 0.15 MILE SOUTH OF
 FJ1223'STATE HIGHWAY 18, ON THE GROUNDS OF THE OKLAHOMA, STATE SCHOOL
 FJ1223'FOR GIRLS.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR STRUCTURAL
 FJ1223'STEEL LEGS AND IT IS ABOUT 90 FEET HIGH.  THE POINT OBSERVED ON
 FJ1223'WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1240 ***********************************************************************
 FJ1240  DESIGNATION -  TECUMSEH MUNICIPAL TANK
 FJ1240  PID         -  FJ1240
 FJ1240  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1240  COUNTRY     -  US
 FJ1240  USGS QUAD   -  SHAWNEE (2018)
 FJ1240
 FJ1240                         *CURRENT SURVEY CONTROL
 FJ1240  ______________________________________________________________________
 FJ1240* NAD 83(1993) POSITION- 35 15 37.54191(N) 096 56 09.07149(W)   ADJUSTED
 FJ1240  ______________________________________________________________________
 FJ1240  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 FJ1240  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 FJ1240  HORZ ORDER      -  THIRD
 FJ1240
 FJ1240.The horizontal coordinates were established by classical geodetic methods
 FJ1240.and adjusted by the National Geodetic Survey in November 1994.
 FJ1240
 FJ1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1240.GEOID18 height accuracy estimate available here.
 FJ1240
 FJ1240.Click photographs - Photos may exist for this station.
 FJ1240
 FJ1240.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1240
 FJ1240. The following values were computed from the NAD 83(1993) position.
 FJ1240
 FJ1240;                    North         East     Units Scale Factor Converg.
 FJ1240;SPC OK S     -   214,277.807   696,833.960   MT  1.00000547   +0 36 14.5
 FJ1240;SPC OK S     -   703,009.77  2,286,196.08   sFT  1.00000547   +0 36 14.5
 FJ1240;UTM  14      - 3,903,877.301   687,771.744   MT  1.00003453   +1 11 31.1
 FJ1240
 FJ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8777103877(NAD 83)
 FJ1240
 FJ1240                          SUPERSEDED SURVEY CONTROL
 FJ1240
 FJ1240  NAD 83(1986)-  35 15 37.54693(N)    096 56 09.05348(W) AD(       ) 3
 FJ1240  NAD 27      -  35 15 37.28825(N)    096 56 07.97008(W) AD(       ) 3
 FJ1240
 FJ1240.Superseded values are not recommended for survey control.
 FJ1240
 FJ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1240.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1240
 FJ1240_MARKER: 53 = ELEVATED TANK
 FJ1240
 FJ1240  HISTORY     - Date     Condition        Report By
 FJ1240  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1240
 FJ1240                          STATION DESCRIPTION
 FJ1240
 FJ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1240'STATION IS NEAR THE NORTHEAST PART OF TOWN AND AT THE JUNCTION
 FJ1240'OF STATE HIGHWAYS 9 AND 18.  IT IS AN ELEVATED TANK SUPPORTED
 FJ1240'BY FOUR STRUCTURAL STEEL LEGS AND IT IS ABOUT 135 FEET HIGH.
 FJ1240'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1235 ***********************************************************************
 FJ1235  DESIGNATION -  TECUMSEH SINCLAIR PIPE MAST
 FJ1235  PID         -  FJ1235
 FJ1235  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1235  COUNTRY     -  US
 FJ1235  USGS QUAD   -  SHAWNEE (2018)
 FJ1235
 FJ1235                         *CURRENT SURVEY CONTROL
 FJ1235  ______________________________________________________________________
 FJ1235* NAD 83(1993) POSITION- 35 16 40.45581(N) 096 56 58.80449(W)   ADJUSTED
 FJ1235  ______________________________________________________________________
 FJ1235  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 FJ1235  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 FJ1235  HORZ ORDER      -  THIRD
 FJ1235
 FJ1235.The horizontal coordinates were established by classical geodetic methods
 FJ1235.and adjusted by the National Geodetic Survey in November 1994.
 FJ1235
 FJ1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1235.GEOID18 height accuracy estimate available here.
 FJ1235
 FJ1235.Click photographs - Photos may exist for this station.
 FJ1235
 FJ1235.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1235
 FJ1235. The following values were computed from the NAD 83(1993) position.
 FJ1235
 FJ1235;                    North         East     Units Scale Factor Converg.
 FJ1235;SPC OK S     -   216,203.443   695,556.735   MT  1.00000911   +0 35 46.3
 FJ1235;SPC OK S     -   709,327.46  2,282,005.72   sFT  1.00000911   +0 35 46.3
 FJ1235;UTM  14      - 3,905,789.771   686,474.790   MT  1.00002855   +1 11 04.2
 FJ1235
 FJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8647405789(NAD 83)
 FJ1235
 FJ1235                          SUPERSEDED SURVEY CONTROL
 FJ1235
 FJ1235  NAD 83(1986)-  35 16 40.46104(N)    096 56 58.78653(W) AD(       ) 3
 FJ1235  NAD 27      -  35 16 40.20428(N)    096 56 57.70556(W) AD(       ) 3
 FJ1235
 FJ1235.Superseded values are not recommended for survey control.
 FJ1235
 FJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1235.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1235
 FJ1235_MARKER: 44 = MICROWAVE MAST
 FJ1235
 FJ1235  HISTORY     - Date     Condition        Report By
 FJ1235  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1235
 FJ1235                          STATION DESCRIPTION
 FJ1235
 FJ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1235'STATION IS 1 MILE NORTH AND 1 MILE WEST OF TECUMSEH.  IT IS
 FJ1235'A SKELETAL STEEL STRUCTURE, PAINTED RED AND WHITE, 320 FEET HIGH
 FJ1235'AND THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF THE
 FJ1235'MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1052 ***********************************************************************
 FH1052  DESIGNATION -  TEEHEE
 FH1052  PID         -  FH1052
 FH1052  STATE/COUNTY-  OK/SEQUOYAH
 FH1052  COUNTRY     -  US
 FH1052  USGS QUAD   -  GORE (2019)
 FH1052
 FH1052                         *CURRENT SURVEY CONTROL
 FH1052  ______________________________________________________________________
 FH1052* NAD 83(1993) POSITION- 35 36 11.47739(N) 095 03 59.35606(W)   ADJUSTED
 FH1052* NAVD 88 ORTHO HEIGHT -   249.    (meters)      817.    (feet) SCALED
 FH1052  ______________________________________________________________________
 FH1052  GEOID HEIGHT    -        -29.579 (meters)                     GEOID18
 FH1052  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 FH1052  HORZ ORDER      -  FIRST
 FH1052
 FH1052.The horizontal coordinates were established by classical geodetic methods
 FH1052.and adjusted by the National Geodetic Survey in November 1994.
 FH1052
 FH1052.The orthometric height was scaled from a topographic map.
 FH1052
 FH1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1052.GEOID18 height accuracy estimate available here.
 FH1052
 FH1052.Click photographs - Photos may exist for this station.
 FH1052
 FH1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1052
 FH1052. The following values were computed from the NAD 83(1993) position.
 FH1052
 FH1052;                    North         East     Units Scale Factor Converg.
 FH1052;SPC OK N     -    70,941.107   865,772.803   MT  0.99999357   +1 43 52.3
 FH1052;SPC OK N     -   232,745.95  2,840,456.27   sFT  0.99999357   +1 43 52.3
 FH1052;UTM  15      - 3,941,903.391   312,810.621   MT  1.00003181   -1 12 12.2
 FH1052
 FH1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1052!SPC OK N     -   0.99996554  x   0.99999357  =   0.99995911
 FH1052!UTM  15      -   0.99996554  x   1.00003181  =   0.99999735
 FH1052
 FH1052:                Primary Azimuth Mark                     Grid Az
 FH1052:SPC OK N     -  TEEHEE AZ MK                             033 34 07.3
 FH1052:UTM  15      -  TEEHEE AZ MK                             036 30 11.8
 FH1052
 FH1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1281041903(NAD 83)
 FH1052
 FH1052|---------------------------------------------------------------------|
 FH1052| PID    Reference Object                     Distance      Geod. Az  |
 FH1052|                                                           dddmmss.s |
 FH1052| CI3388 TEEHEE AZ MK                                       0351759.6 |
 FH1052| CI3389 TEEHEE RM 1                          39.053 METERS 09024     |
 FH1052| FH1054 TEEHEE AZ MK 2                      382.258 METERS 10921     |
 FH1052| CI3391 TEEHEE RM 3                                        11016     |
 FH1052| CI3392 TEEHEE RM 4                                        19204     |
 FH1052| CI3390 TEEHEE RM 2                          30.413 METERS 19824     |
 FH1052|---------------------------------------------------------------------|
 FH1052
 FH1052                          SUPERSEDED SURVEY CONTROL
 FH1052
 FH1052  NAD 83(1986)-  35 36 11.49027(N)    095 03 59.34011(W) AD(       ) 1
 FH1052  NAD 27      -  35 36 11.14800(N)    095 03 58.49900(W) AD(       ) 1
 FH1052
 FH1052.Superseded values are not recommended for survey control.
 FH1052
 FH1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1052.See file dsdata.pdf to determine how the superseded data were derived.
 FH1052
 FH1052_MARKER: DS = TRIANGULATION STATION DISK
 FH1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1052_STAMPING: TEEHEE 1940
 FH1052_MARK LOGO: CGS
 FH1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1052+STABILITY: SURFACE MOTION
 FH1052
 FH1052  HISTORY     - Date     Condition        Report By
 FH1052  HISTORY     - 1940     MONUMENTED       CGS
 FH1052  HISTORY     - 1955     GOOD             SSC
 FH1052  HISTORY     - 1959     GOOD             CGS
 FH1052  HISTORY     - 19740627 MARK NOT FOUND   USGS
 FH1052  HISTORY     - 1977     GOOD             NGS
 FH1052
 FH1052                          STATION DESCRIPTION
 FH1052
 FH1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1052'STATION IS LOCATED ABOUT 6 MILES NE OF GORE, ON THE SUMMIT OF
 FH1052'A TIMBERED RIDGE, ON PROPERTY OF CHARLES TEEHEE, WHO LIVES ABOUT
 FH1052'200 FEET N OF THE STATION.
 FH1052'
 FH1052'SURFACE, UNDERGROUND, REFERENCE MARK NO.1 AND AZIMUTH MARKS ARE
 FH1052'STANDARD DISKS SET IN CONCRETE.
 FH1052'
 FH1052'REFERENCE MARK NO.2 IS A STANDARD DISK IN A DRILL HOLE IN
 FH1052'OUTCROPPING BEDROCK.
 FH1052'
 FH1052'STATION MARK IS STAMPED TEEHEE 1940 AND PROJECTS 8 INCHES.
 FH1052'IT IS 200 FEET S OF MR. TEEHEES HOUSE, 51 FEET N OF THE CENTER
 FH1052'OF THE MAIN ROAD, 21 FEET N OF A 14-INCH OAK TREE AND 9 FEET SW
 FH1052'OF A WHITE REFERENCE POST.
 FH1052'
 FH1052'REFERENCE MARK NO.1 IS STAMPED TEEHEE NO.1 1940 AND PROJECTS
 FH1052'6 INCHES.  IT IS 24 FEET E OF THE CENTER OF A DIRT ROAD, 69 FEET
 FH1052'S OF THE CENTER OF THE MAIN ROAD, 12 FEET S OF A 16-INCH OAK
 FH1052'TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.  REFERENCE MARK
 FH1052'NO.2 IS STAMPED TEEHEE NO.2, 1940 AND IS 8 INCHES BELOW THE
 FH1052'SURFACE.  IT IS 38 FEET N OF THE CENTER OF THE MAIN ROAD, 5.5
 FH1052'FEET E OF A 4-INCH OAK TREE AND ABOUT 2 FEET LOWER THAN THE
 FH1052'STATION.
 FH1052'
 FH1052'THE AZIMUTH MARK IS STAMPED TEEHEE 1940 AND PROJECTS 8 INCHES.
 FH1052'IT IS 16 FEET N OF THE CENTER OF THE MAIN ROAD, 8 FEET S OF A
 FH1052'20-INCH OAK TREE AND 4.6 FEET E OF A WHITE REFERENCE POST.
 FH1052'
 FH1052'TO REACH AZIMUTH FROM THE STATION, GO NE ON MAIN ROAD 0.2 MILE TO
 FH1052'AZIMUTH ON THE LEFT SIDE OF THE ROAD.
 FH1052'
 FH1052'TO REACH THE STATION FROM GORE, GO N ON STATE HIGHWAY 10 FOR
 FH1052'0.25 MILE TO A TURN RIGHT (E) TURN RIGHT AND GO 1 MILE TO A TURN
 FH1052'LEFT AND GO 2.65 MILES TO A TURN RIGHT (E), TURN RIGHT AND
 FH1052'FOLLOW MAIN ROAD E AND N FOR 3.8 MILES TO A FORK AND STATION ON
 FH1052'THE LEFT (N) SIDE OF THE MAIN ROAD, NEAR MR. TEEHEES HOUSE.
 FH1052'
 FH1052'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1052
 FH1052                          STATION RECOVERY (1955)
 FH1052
 FH1052'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (SMR)
 FH1052'STATION RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1052'
 FH1052'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 FH1052'DESCRIBED.  REFERENCE MARKS WERE NOT VISITED.
 FH1052
 FH1052                          STATION RECOVERY (1959)
 FH1052
 FH1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1052'STATION RECOVERED AND STATION, R.M. NO. 2 AND AZIMUTH MARK
 FH1052'FOUND IN GOOD CONDITION.  THE STATION IS ON THE SUMMIT OF A
 FH1052'TIMBERED RIDGE ABOUT 1 MILE WEST OF THE TENKILLER RESERVOIR,
 FH1052'WEST OF A Y INTERSECTION WITH A TREE IN CENTER OF INTERSECTION, 55
 FH1052'FEET NORTHWEST OF THE CENTERLINE OF THE SURFACED ROAD, 44 FEET
 FH1052'SOUTHEAST OF THE CENTER OF A WOODS ROAD AND 20.8 FEET NORTHWEST
 FH1052'OF A LARGE TRIANGLE BLAZED HICKORY TREE.  THE MARK PROJECTS
 FH1052'ABOUT 5 INCHES.  R.M. NO. 1 WAS DESTROYED BY ROAD CONSTRUCTION.
 FH1052'R.M. NO. 2 IS 40 FEET NORTHWEST OF CENTERLINE OF MAIN
 FH1052'ROAD, 34 FEET WEST-SOUTHWEST OF A CURVE SIGN AND 5 FEET
 FH1052'EAST-NORTHEAST OF A TRIANGLE BLAZED TWIN-OAK TREE.  THIS MARK
 FH1052'IS ABOUT 18 INCHES BELOW THE SURFACE.  THE AZIMUTH MARK IS
 FH1052'ABOUT 0.15 MILE NORTHEAST OF THE STATION, ABOUT 75 FEET
 FH1052'SOUTHEAST OF OF THE CENTERLINE OF THE SURFACED ROAD, ON
 FH1052'NORTHWEST SIDE OF AN OLD ABANDONED ROAD AND 6 FEET SOUTH OF A
 FH1052'LARGE OAK TREE.
 FH1052'
 FH1052'TO REACH THE STATION FROM GORE, FROM THE POST OFFICE, GO
 FH1052'NORTHEAST FOR 0.3 MILE TO JUNCTION WITH STATE HIGHWAY 100,
 FH1052'CONTINUE NORTHEASTERLY ON STATE HIGHWAY 100 FOR 6.0 MILES TO
 FH1052'FORKS AND JUNCTION WITH 10A, TAKE LEFT FORK UPHILL ON ROUTE 10A
 FH1052'FOR 0.45 MILE TO A SIDE ROAD RIGHT AND STATION ON LEFT AS
 FH1052'DESCRIBED.
 FH1052'
 FH1052'TO REACH THE AZIMUTH FROM STATION CONTINUE NORTHEAST FOR 0.1
 FH1052'MILE TO AN OLD ROAD ON RIGHT THAT HAS BEEN CLOSED, CONTINUE ON
 FH1052'OLD ROAD FOR 0.05 MILE TO MARK ON LEFT.
 FH1052
 FH1052                          STATION RECOVERY (1974)
 FH1052
 FH1052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WEK)
 FH1052'MARK NOT FOUND.
 FH1052
 FH1052                          STATION RECOVERY (1977)
 FH1052
 FH1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FH1052'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 FH1052'GOOD CONDITION.  THE REFERENCE MARKS 1 AND 2, WERE NOT RECOVERED AND
 FH1052'ITS BELIEVED THEY HAVE BEEN DESTROYED.
 FH1052'
 FH1052'THE LINE OF SIGHT FROM THE STATION TO AZIMUTH MARK 1940, IS NOW
 FH1052'BLOCKED BY TREES ON LINE.
 FH1052'
 FH1052'REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK 2, WERE ESTABLISHED AT THIS
 FH1052'TIME.  POLARIS WAS OBSERVED.
 FH1052'
 FH1052'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FH1052'
 FH1052'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF GORE, 1 MILE
 FH1052'WEST OF TENKILLER RESERVOIR AND ABOUT 80 FEET WEST-SOUTHWEST OF THE
 FH1052'INTERSECTION OF ROADS.
 FH1052'
 FH1052'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 100,
 FH1052'IN GORE.  GO NORTHERLY ON STATE HIGHWAY 100 FOR 5.8 MILES TO
 FH1052'JUNCTION OF STATE HIGHWAY 10A ON THE LEFT.  KEEP LEFT AND FOLLOW
 FH1052'STATE HIGHWAY 10A NORTHERLY FOR 0.5 MILE TO A SIDE ROAD ON
 FH1052'THE RIGHT AND STATION ON LEFT IN PASTURE.
 FH1052'
 FH1052'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FH1052'POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED TEEHEE 1940.  IT
 FH1052'IS 79 FEET EAST-SOUTHEAST OF A LONE 12-INCH OAK TREE, 54 FEET WEST
 FH1052'OF THE CENTER OF ROAD, 33 FEET SOUTH OF THE TANGENT OF ROAD LEADING
 FH1052'EASTERLY, AND 26.6 FEET WEST OF FENCE LINE AND WITNESS SIGN.
 FH1052'
 FH1052'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 FH1052'BEDROCK THAT IS FLUSH WITH THE GROUND AND IS STAMPED TEEHEE 1940 NO
 FH1052'3 1977.  IT IS 70 FEET EAST OF THE CENTER OF ROAD, 59 FEET
 FH1052'SOUTH-SOUTHEAST OF A LONE TREE, THAT IS LOCATED IN THE TRIANGLE
 FH1052'FORMED BY THE INTERSECTION OF ROADS, AND 26 FEET SOUTH OF THE
 FH1052'CENTER ROAD.
 FH1052'
 FH1052'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN DRILL HOLE, IN
 FH1052'BEDROCK THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED TEEHEE 1940 NO 4
 FH1052'1977.  IT IS ABOUT 180 FEET SOUTH OF THE INTERSECTION OF ROADS, 22
 FH1052'FEET WEST OF THE CENTER OF ROAD AND 5.6 FEET EAST OF THE FENCE
 FH1052'LINE.
 FH1052'
 FH1052'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN BEDROCK, THAT
 FH1052'PROJECTS ABOUT 12-INCHES AND IS STAMPED TEEHEE 1940 2 1977.  IT IS
 FH1052'18 FEET NORTH OF THE CENTER OF ROAD, AND 13 FEET SOUTH-SOUTHWEST OF
 FH1052'A 8-INCH OAK TREE WITH A WITNESS SIGN.
 FH1052'
 FH1052'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROADS, GO EASTERLY
 FH1052'ON SURFACE ROAD FOR 0.2 MILE TO MARK ON THE LEFT.
 FH1052'
 FH1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GORE 6-MILES NNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1054 ***********************************************************************
 FH1054  DESIGNATION -  TEEHEE AZ MK 2
 FH1054  PID         -  FH1054
 FH1054  STATE/COUNTY-  OK/SEQUOYAH
 FH1054  COUNTRY     -  US
 FH1054  USGS QUAD   -  GORE (2019)
 FH1054
 FH1054                         *CURRENT SURVEY CONTROL
 FH1054  ______________________________________________________________________
 FH1054* NAD 83(1993) POSITION- 35 36 07.36754(N) 095 03 45.02731(W)   NO CHECK
 FH1054* NAVD 88 ORTHO HEIGHT -   285.    (meters)      935.    (feet) SCALED
 FH1054  ______________________________________________________________________
 FH1054  GEOID HEIGHT    -        -29.581 (meters)                     GEOID18
 FH1054  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 FH1054  HORZ ORDER      -  THIRD
 FH1054
 FH1054.The horizontal coordinates were established by classical geodetic methods
 FH1054.and adjusted by the National Geodetic Survey in November 1994.
 FH1054
 FH1054.No horizontal observational check was made to the station.
 FH1054
 FH1054.The orthometric height was scaled from a topographic map.
 FH1054
 FH1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1054.GEOID18 height accuracy estimate available here.
 FH1054
 FH1054.Click photographs - Photos may exist for this station.
 FH1054
 FH1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1054
 FH1054. The following values were computed from the NAD 83(1993) position.
 FH1054
 FH1054;                    North         East     Units Scale Factor Converg.
 FH1054;SPC OK N     -    70,825.404   866,137.127   MT  0.99999377   +1 44 00.8
 FH1054;SPC OK N     -   232,366.35  2,841,651.56   sFT  0.99999377   +1 44 00.8
 FH1054;UTM  15      - 3,941,769.182   313,168.557   MT  1.00003016   -1 12 03.7
 FH1054
 FH1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1054!SPC OK N     -   0.99995989  x   0.99999377  =   0.99995366
 FH1054!UTM  15      -   0.99995989  x   1.00003016  =   0.99999005
 FH1054
 FH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1316841769(NAD 83)
 FH1054
 FH1054                          SUPERSEDED SURVEY CONTROL
 FH1054
 FH1054  NAD 83(1986)-  35 36 07.38044(N)    095 03 45.01135(W) AD(       ) 3
 FH1054  NAD 27      -  35 36 07.03808(N)    095 03 44.17067(W) AD(       ) 3
 FH1054
 FH1054.Superseded values are not recommended for survey control.
 FH1054
 FH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1054.See file dsdata.pdf to determine how the superseded data were derived.
 FH1054
 FH1054_MARKER: DZ = AZIMUTH MARK DISK
 FH1054_SETTING: 66 = SET IN ROCK OUTCROP
 FH1054_STAMPING: TEEHEE 1940 2 1977
 FH1054_MARK LOGO: NGS
 FH1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1054+STABILITY: POSITION/ELEVATION WELL
 FH1054
 FH1054  HISTORY     - Date     Condition        Report By
 FH1054  HISTORY     - 1977     MONUMENTED       NGS
 FH1054
 FH1054                          STATION DESCRIPTION
 FH1054
 FH1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FH1054'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF WEBBERS
 FH1054'FALLS, 5.9 MI (9.5 KM) NORTH-NORTHEAST OF GORE AND 4.1 MI (6.6 KM)
 FH1054'WEST OF BLACKGUM.
 FH1054'
 FH1054'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 100, IN GORE, GO
 FH1054'NORTHERLY ON STATE HIGHWAY 100 FOR 5.8 MI (9.3 KM) TO JUNCTION OF
 FH1054'STATE HIGHWAY 10A ON THE LEFT. KEEP LEFT AND FOLLOW STATE HIGHWAY 10A
 FH1054'NORTHERLY FOR 0.5 MI (0.8 KM) TO A SIDE ROAD ON THE RIGHT AND STATION
 FH1054'ON THE LEFT IN PASTURE.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 MI
 FH1054'(0.3 KM) TO THE MARK ON THE LEFT.
 FH1054'
 FH1054'IT IS 18 FT (5.5 M) NORTH OF THE CENTERLINE OF THE ROAD AND 5.6 FT
 FH1054'(1.7 M) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0868 ***********************************************************************
 EM0868  DESIGNATION -  TEPEE RESET
 EM0868  PID         -  EM0868
 EM0868  STATE/COUNTY-  OK/KIOWA
 EM0868  COUNTRY     -  US
 EM0868  USGS QUAD   -  LONE WOLF (2018)
 EM0868
 EM0868                         *CURRENT SURVEY CONTROL
 EM0868  ______________________________________________________________________
 EM0868* NAD 83(1993) POSITION- 34 52 40.09307(N) 099 12 16.93840(W)   ADJUSTED
 EM0868* NAVD 88 ORTHO HEIGHT -   688.3   (meters)     2258.    (feet) VERTCON3
 EM0868  ______________________________________________________________________
 EM0868  GEOID HEIGHT    -        -25.641 (meters)                     GEOID18
 EM0868  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 EM0868  HORZ ORDER      -  FIRST
 EM0868
 EM0868.The horizontal coordinates were established by classical geodetic methods
 EM0868.and adjusted by the National Geodetic Survey in November 1994.
 EM0868
 EM0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0868
 EM0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0868.GEOID18 height accuracy estimate available here.
 EM0868
 EM0868.Click photographs - Photos may exist for this station.
 EM0868
 EM0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0868
 EM0868. The following values were computed from the NAD 83(1993) position.
 EM0868
 EM0868;                    North         East     Units Scale Factor Converg.
 EM0868;SPC OK S     -   171,976.612   489,869.662   MT  0.99994903   -0 41 01.7
 EM0868;SPC OK S     -   564,226.60  1,607,180.72   sFT  0.99994903   -0 41 01.7
 EM0868;UTM  14      - 3,859,511.198   481,292.579   MT  0.99960431   -0 07 01.4
 EM0868
 EM0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0868!SPC OK S     -   0.99989600  x   0.99994903  =   0.99984504
 EM0868!UTM  14      -   0.99989600  x   0.99960431  =   0.99950035
 EM0868
 EM0868:                Primary Azimuth Mark                     Grid Az
 EM0868:SPC OK S     -  BLAIR                                    234 47 37.4
 EM0868:UTM  14      -  BLAIR                                    234 13 37.1
 EM0868
 EM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8129259511(NAD 83)
 EM0868
 EM0868|---------------------------------------------------------------------|
 EM0868| PID    Reference Object                     Distance      Geod. Az  |
 EM0868|                                                           dddmmss.s |
 EM0868| CX8789 TEPEE AZ MK                                        0053014.5 |
 EM0868| FK0590 SENTINEL WATER TANK                 APPROX.31.2 KM 0053434.1 |
 EM0868| FK0584 HOBART WATER TANK                   APPROX.19.4 KM 0314609.4 |
 EM0868| FK0581 HOBART SE MUNICIPAL TANK            APPROX.19.3 KM 0330205.7 |
 EM0868| CX8792 TEPEE RM 2                           31.730 METERS 03630     |
 EM0868| CX8790 TEPEE RM                             31.729 METERS 03631     |
 EM0868| FK0550 GOTEBO WATER TANK                   APPROX.36.7 KM 0541556.5 |
 EM0868| EM0861 SADDLE MOUNTAIN                     APPROX.40.2 KM 1012707.8 |
 EM0868| CX8791 TEPEE RM 1                           14.896 METERS 12252     |
 EM0868| EM0888 ALTUS COMPRESS CO WATER TANK        APPROX.30.2 KM 2054930.0 |
 EM0868| EM0915 BLAIR                               APPROX.17.8 KM 2340635.7 |
 EM0868| EM1010 MANGUM MUNICIPAL TANK               APPROX.27.3 KM 2691657.0 |
 EM0868| EM1009 PONDER FIELD AIRWAY BEACON          APPROX.27.6 KM 2753239.7 |
 EM0868| EM0910 LONE WOLF MUNICIPAL TANK            APPROX.13.2 KM 3401544.8 |
 EM0868|---------------------------------------------------------------------|
 EM0868
 EM0868                          SUPERSEDED SURVEY CONTROL
 EM0868
 EM0868  NAD 83(1986)-  34 52 40.10037(N)    099 12 16.93238(W) AD(       ) 1
 EM0868  NAD 27      -  34 52 39.88400(N)    099 12 15.65100(W) AD(       ) 1
 EM0868  USSD        -  34 52 39.82300(N)    099 12 16.02100(W) AD(       ) 3
 EM0868  NGVD 29 (07/19/86)  688.1    (m)         2258.     (f) VERT ANG       
 EM0868
 EM0868.Superseded values are not recommended for survey control.
 EM0868
 EM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0868.See file dsdata.pdf to determine how the superseded data were derived.
 EM0868
 EM0868_MARKER: DS = TRIANGULATION STATION DISK
 EM0868_SETTING: 66 = SET IN ROCK OUTCROP
 EM0868_STAMPING: TEPEE 1921 1934
 EM0868_MARK LOGO: CGS
 EM0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0868+STABILITY: POSITION/ELEVATION WELL
 EM0868
 EM0868  HISTORY     - Date     Condition        Report By
 EM0868  HISTORY     - 1934     MONUMENTED       CGS
 EM0868  HISTORY     - 1948     GOOD             CGS
 EM0868  HISTORY     - 1961     GOOD             CGS
 EM0868  HISTORY     - 1963     GOOD             CGS
 EM0868
 EM0868                          STATION DESCRIPTION
 EM0868
 EM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RLE)
 EM0868'THE STATION IS LOCATED IN SEC. 28, 300 YARDS WEST OF THE CENTER OF THE
 EM0868'EAST SIDE OF SECTION LINE, T5N, R19W, ABOUT 10 MILES SOUTH AND 7 MILES
 EM0868'WEST OF HOBART.  THE MARK IS ON THE MOST EASTERLY OF THE HIGH PEAKS OF
 EM0868'THE TEPEE MOUNTAINS.  THE DRILL HOLE WAS FOUND IN ROCK MARKING THE
 EM0868'LOCATION OF THE OLD MARK AND A NEW STANDARD DISK WAS PUT IN AND MARKED
 EM0868'TEPEE 1921 1935.
 EM0868'
 EM0868'REFERENCE MARK NO. 1 IS SET SOUTHEAST OF STATION, IN A LARGE BOULDER,
 EM0868'A NEW STANDARD DISK WAS ESTABLISHED.
 EM0868'
 EM0868'REFERENCE MARK 1921 IS SET NORTHEAST OF STATION, IN A LARGE BOULDER,
 EM0868'AND WAS FOUND IN GOOD CONDITION.
 EM0868'
 EM0868'AZIMUTH MARK A STANDARD DISK IS SET 2 FEET EAST OF A NORTH-SOUTH
 EM0868'FENCE, 3 FEET SOUTH OF AN EAST-WEST FENCE AND 40 FEET SOUTH OF
 EM0868'CENTERLINE OF GRAVEL ROAD.
 EM0868'
 EM0868'TO REACH FROM STATION, GO DOWN NORTH SIDE OF MOUNTAIN TO JOHN
 EM0868'ANDERSONS SHACK AND GO 1.2 MILES TO GRAVEL ROAD AND MARK IN SE ANGLE
 EM0868'OF FENCES.
 EM0868'
 EM0868'TO REACH STATION, FROM SOUTHWEST CORNER OF THE COURTHOUSE IN HOBART GO
 EM0868'WEST 2 BLOCKS AND TURN SOUTH FOR 0.6 MILE TO CROSSROADS.  CONTINUE
 EM0868'SOUTH FOR 7.0 MILES AND TURN WEST ON GRAVEL ROAD FOR 3.45 MILES AND
 EM0868'KEEP MAIN GRAVEL ROAD AHEAD AT LEFT FORK FOR 1.0 MILE TO CROSS ROAD.
 EM0868'FOLLOW ROAD W FOR 2.0 MILES AND TURN LEFT ALONG SECTION LINE FENCE FOR
 EM0868'0.5 MILE.  GO THROUGH GATE AND FOLLOW ROAD TO JOHN ANDERSONS SHACK.
 EM0868'FROM HERE A TRUCK CAN BE DRIVEN TO THE FOOT OF MOUNTAIN.  LEAVE TRUCK
 EM0868'AND CLIMB MOUNTAIN TO HIGHEST POINT AND STATION.
 EM0868
 EM0868                          STATION RECOVERY (1948)
 EM0868
 EM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0868'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 EM0868'CONDITION WITH THE EXCEPTION OF REFERENCE MARK 1921 WHICH WAS FOUND TO
 EM0868'BE BADLY BATTERED.  THE DATES STAMPED ON THE STATION MARK ARE 1921
 EM0868'1934 INSTEAD OF 1921 1935.  A SHORTER MEASUREMENT WAS OBTAINED BETWEEN
 EM0868'THE STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK 1921 AS SHOWN
 EM0868'BELOW.  A COMPLETE DESCRIPTION FOLLOWS.
 EM0868'
 EM0868'THE STATION IS LOCATED ON THE SUMMIT OF THE MOST EASTERLY OF TWO HIGH
 EM0868'PEAKS OF TEPEE MOUNTAIN, ABOUT 10.0 MILES SOUTH AND 7.0 MILES WEST OF
 EM0868'HOBART AND 4.0 MILES EAST OF LUGERT POST OFFICE.  IT IS STAMPED TEPEE
 EM0868'1921 1934.
 EM0868'
 EM0868'REFERENCE MARK 1921 IS ABOUT 5.0 FEET BELOW THE ELEVATION OF THE
 EM0868'STATION.  IT IS STAMPED TEPEE 1921.
 EM0868'
 EM0868'AZIMUTH MARK IS 39.0 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF A
 EM0868'CROSSROAD, 20.0 FEET WEST OF THE CENTER OF A TRACK ROAD, 3.0 FEET
 EM0868'SOUTHEAST OF A FENCE CORNER, AND 1.5 FEET EAST OF A FENCE LINE.  IT IS
 EM0868'SET FLUSH WITH THE GROUND AND IS STAMPED TEPEE AZI 1934.
 EM0868'
 EM0868'TO REACH THE STATION FROM LUGERT POST OFFICE, GO NORTHERLY ON STATE
 EM0868'HIGHWAY NO. 44 FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT, EAST AND GO
 EM0868'3.2 MILES TO A T ROAD RIGHT, AZIMUTH MARK IS 1.0 MILE EAST ON THE
 EM0868'RIGHT SIDE OF ROAD, TURN RIGHT AND GO SOUTH FOR 1.05 MILE TO A T ROAD
 EM0868'LEFT, TURN LEFT AND GO EAST FOR 1.0 MILE TO THE END OF TRUCK TRAVEL,
 EM0868'JUST NORTH OF THE BASE OF THE MOUNTAIN, PACK SOUTH UP STEEP SLOPE TO
 EM0868'THE SUMMIT AND THE STATION AS DESCRIBED.  ABOUT 45 MINUTES IS REQUIRED
 EM0868'TO MAKE THE PACK.
 EM0868'
 EM0868'A 4 FOOT SIGNAL AT ROOSEVELT IS VISIBLE AT 4 FEET.
 EM0868'
 EM0868'A 4 FOOT SIGNAL AT CENTER IS VISIBLE AT 4 FEET.
 EM0868'
 EM0868'A 4 FOOT SIGNAL AT HEADRICK 1935 1948 IS VISIBLE AT 4 FEET.
 EM0868'
 EM0868'A 4 FOOT SIGNAL AT WALSH 1921 1948 IS VISIBLE AT 4 FEET.
 EM0868'
 EM0868'A 4 FOOT SIGNAL AT BLAIR IS VISIBLE AT 4 FEET.
 EM0868
 EM0868                          STATION RECOVERY (1961)
 EM0868
 EM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0868'THE STATION WAS RECOVERED AS DESCRIBED AND THE DIRECTIONS CHECKED TO
 EM0868'ALL THE MARKS.  THE DISTANCE TO REFERENCE MARK 1921 CHECKED BUT A
 EM0868'LONGER DISTANCE WAS FOUND ON REFERENCE MARK 1.  ALL THE MARKS ARE IN
 EM0868'GOOD CONDITION.
 EM0868'
 EM0868'TO REACH THE STATION FROM THE RAILROAD STATION AT LUGERT SIDING, ABOUT
 EM0868'6-1/2 MILES SOUTH OF LONE WOLF, GO NORTHERLY ON STATE HIGHWAY 44 FOR
 EM0868'0.3 MILE TO A GRAVELED CROSSROAD, TURN RIGHT (EAST) FOR 3.2 MILES TO A
 EM0868'SIDE ROAD RIGHT.* TURN RIGHT, SOUTH FOR 1.05 MILES TO A SIDE ROAD LEFT
 EM0868'(EAST) TURN LEFT FOR 0.7 MILE TO THE TOP OF A SMALL RISE AND THE END
 EM0868'OF TRUCK TRAVEL.  FROM HERE PACK SOUTH TO THE TOP OF THE MOUNTAIN AND
 EM0868'THE STATION.  APPROXIMATELY A 1 HOUR PACK.
 EM0868'
 EM0868'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE EAST FOR 1 MILE TO
 EM0868'THE MARK IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.  IT IS 40 FEET
 EM0868'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 12 FEET WEST OF THE CENTER
 EM0868'OF THE TRACK ROAD, 2.3 FEET SOUTHEAST OF A FENCE CORNER AND 1.8 FEET
 EM0868'EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED TEPEE
 EM0868'AZI 1934.
 EM0868'
 EM0868'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 EM0868
 EM0868                          STATION RECOVERY (1963)
 EM0868
 EM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0868'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 EM0868'CONDITION.  THE AZIMUTH MARK WAS FOUND IN A LEANING POSITION.  IT HAD
 EM0868'EVIDENTLY BEEN STRUCK BY HEAVY MACHINERY.  IT IS ABOUT 1-1/2 MILES
 EM0868'NORTH OF THE STATION, RATHER THAN 2.25 MILES AS LISTED IN THE 1935
 EM0868'DESCRIPTION.
 EM0868'
 EM0868'THE CGS+SS MARK, WHICH WAS OBSERVED ON IN 1935, WAS FOUND IN GOOD
 EM0868'CONDITION.  IT IS ABOUT 1-1/2 MILES NORTH OF THE STATION, RATHER THAN
 EM0868'2.25 MILES AS LISTED IN THE 1935 DESCRIPTION.  IT IS 33.5 FEET SOUTH
 EM0868'OF THE CENTER OF THE EAST-WEST ROAD, 3.5 FEET NORTH OF FENCE LINE,
 EM0868'150.0 FEET EAST OF A POWER POLE 175.5 FEET EAST OF THE CENTER OF A
 EM0868'NORTH-SOUTH SECTION LINE ROAD, AND 184.5 FEET EAST OF AZIMUTH MARK.
 EM0868'IT IS A CGS+SS STANDARD DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 EM0868'POST, PROJECTING ABOUT 2 INCHES.  IT IS STAMPED 25 D 36 TT 1934.
 EM0868'
 EM0868'THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 9
 EM0868'AT THE EAST EDGE OF LONE WOLF, BY GOING SOUTH ON STATE HIGHWAY 44 FOR
 EM0868'6.55 MILES TO A CROSS ROAD, (THIS IS ABOUT 1/4 MILE NORTH OF THE
 EM0868'LUGERT SIDING), TURN LEFT AND GO EAST ON GRADED ROAD FOR 3.15 MILES TO
 EM0868'A SIDE ROAD RIGHT (SOUTH)  (*) TURN RIGHT AND GO SOUTH FOR 1.0 MILE,
 EM0868'THENCE TURN LEFT AND GO EAST FOR 0.75 MILE TO THE END OF TRUCK TRAVEL.
 EM0868'THENCE PACK SOUTH-SOUTHEAST TO THE HIGHEST POINT AND THE STATION.
 EM0868'
 EM0868'(*) TO REACH THE AZIMUTH MARK, CGS+SS MARK, CONTINUE EAST FOR 1.0 MILE
 EM0868'TO A NORTH-SOUTH SECTION LINE AND THE MARK AS DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0782 ***********************************************************************
 GG0782  DESIGNATION -  TERESITA
 GG0782  PID         -  GG0782
 GG0782  STATE/COUNTY-  OK/CHEROKEE
 GG0782  COUNTRY     -  US
 GG0782  USGS QUAD   -  PEGGS (2019)
 GG0782
 GG0782                         *CURRENT SURVEY CONTROL
 GG0782  ______________________________________________________________________
 GG0782* NAD 83(1993) POSITION- 36 07 03.52678(N) 095 01 36.02161(W)   ADJUSTED
 GG0782* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GG0782  ______________________________________________________________________
 GG0782  GEOID HEIGHT    -        -28.857 (meters)                     GEOID18
 GG0782  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 GG0782  HORZ ORDER      -  FIRST
 GG0782
 GG0782.The horizontal coordinates were established by classical geodetic methods
 GG0782.and adjusted by the National Geodetic Survey in November 1994.
 GG0782
 GG0782.The orthometric height was scaled from a topographic map.
 GG0782
 GG0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0782.GEOID18 height accuracy estimate available here.
 GG0782
 GG0782.Click photographs - Photos may exist for this station.
 GG0782
 GG0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0782
 GG0782. The following values were computed from the NAD 83(1993) position.
 GG0782
 GG0782;                    North         East     Units Scale Factor Converg.
 GG0782;SPC OK N     -   128,104.397   867,631.058   MT  0.99994578   +1 45 16.9
 GG0782;SPC OK N     -   420,289.18  2,846,552.90   sFT  0.99994578   +1 45 16.9
 GG0782;UTM  15      - 3,998,899.245   317,600.786   MT  1.00000994   -1 11 41.8
 GG0782
 GG0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0782!SPC OK N     -   0.99994942  x   0.99994578  =   0.99989520
 GG0782!UTM  15      -   0.99994942  x   1.00000994  =   0.99995936
 GG0782
 GG0782:                Primary Azimuth Mark                     Grid Az
 GG0782:SPC OK N     -  MILLER                                   284 51 32.4
 GG0782:UTM  15      -  MILLER                                   287 48 31.1
 GG0782
 GG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1760098899(NAD 83)
 GG0782
 GG0782|---------------------------------------------------------------------|
 GG0782| PID    Reference Object                     Distance      Geod. Az  |
 GG0782|                                                           dddmmss.s |
 GG0782| CI3393 TERESITA RM 1                                      09559     |
 GG0782| GG0783 MILLER                              APPROX.15.8 KM 2863649.3 |
 GG0782| CI3394 TERESITA RM 2                                      34019     |
 GG0782|---------------------------------------------------------------------|
 GG0782
 GG0782                          SUPERSEDED SURVEY CONTROL
 GG0782
 GG0782  NAD 83(1986)-  36 07 03.54209(N)    095 01 36.01380(W) AD(       ) 1
 GG0782  NAD 27      -  36 07 03.21400(N)    095 01 35.15500(W) AD(       ) 1
 GG0782
 GG0782.Superseded values are not recommended for survey control.
 GG0782
 GG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0782.See file dsdata.pdf to determine how the superseded data were derived.
 GG0782
 GG0782_MARKER: DS = TRIANGULATION STATION DISK
 GG0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0782_STAMPING: TERESITA 1939
 GG0782_MARK LOGO: CGS
 GG0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0782+STABILITY: SURFACE MOTION
 GG0782
 GG0782  HISTORY     - Date     Condition        Report By
 GG0782  HISTORY     - 1939     MONUMENTED       CGS
 GG0782  HISTORY     - 1960     GOOD             CGS
 GG0782
 GG0782                          STATION DESCRIPTION
 GG0782
 GG0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0782'ABOUT 7 MILES AIR LINE SOUTH OF ROSE, 2 MILES NORTHWEST OF
 GG0782'TERESITA, IN THE SOUTHWEST QUARTER OF SEC. 13, T. 19 N.,
 GG0782'R. 21 E., ON THE HIGHEST PART OF A TIMBER-COVERED RIDGE,
 GG0782'ON THE WEST SIDE OF THE TERESITA-BRYANT ROAD, ABOUT 150
 GG0782'FEET WEST OF A LARGE TRIANGULAR-BLAZED WHITE OAK TREE.
 GG0782'
 GG0782'TO REACH FROM ROSE GO SOUTH ON GRAVEL ROAD 2.9 MILES, THENCE
 GG0782'LEFT (EAST) 1.5 MILES, THENCE RIGHT (SOUTH) ON GRADED DIRT
 GG0782'ROAD FOR 3.4 MILES TO WHERE ROAD TURNS EAST, THENCE CONTINUE
 GG0782'SOUTH AND WEST ON UNIMPROVED ROAD 0.4 MILE TO A FORK, TAKE
 GG0782'RIGHT FORK (WEST) FOR 0.2 MILE TO A FORK, THENCE RIGHT FORK
 GG0782'0.1 MILE, THENCE LEFT FORK (NORTHWEST) 0.85 MILE TO A FORK,
 GG0782'THENCE RIGHT FORK (NORTH) 0.05 MILE TO HIGHEST POINT AND
 GG0782'STATION.
 GG0782'
 GG0782'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GG0782'DISKS SET IN CONCRETE.
 GG0782'
 GG0782'NO AZIMUTH MARK COULD BE ESTABLISHED THAT WOULD SEE THE
 GG0782'STATION FROM THE GROUND WITHOUT CONSIDERABLE CLEARING.
 GG0782'
 GG0782'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GG0782
 GG0782                          STATION RECOVERY (1960)
 GG0782
 GG0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0782'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 GG0782'IN GOOD CONDITION.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 GG0782'
 GG0782'THE ROADS IN THE AREA HAVE BEEN CHANGED SO A NEW DESCRIPTION
 GG0782'TO REACH FOLLOWS-
 GG0782'
 GG0782'TO REACH FROM ROSE, FROM CROSSROADS AT EAST EDGE OF VILLAGE,
 GG0782'GO SOUTH ON GRAVEL ROAD FOR 3.0 MILES TO FORKS, TAKE LEFT
 GG0782'FORK AND GO EAST FOR 1.5 MILES, TURN RIGHT AND GO SOUTH FOR
 GG0782'3.4 MILES TO A T-INTERSECTION, TURN RIGHT AND GO WEST AND
 GG0782'SOUTH ON MAIN ROAD FOR 1.0 MILE TO A T-INTERSECTION, TURN
 GG0782'RIGHT AND GO WESTERLY ON MAIN WOODS ROAD FOR 0.85 MILE TO A SIDE
 GG0782'ROAD LEFT JUST AFTER ROAD MAKES A TURN TO THE RIGHT, TURN
 GG0782'LEFT AND GO 0.1 MILE TO A ROAD ON LEFT, TURN LEFT THROUGH
 GG0782'AN OLD GATE AND GO 0.05 MILE TO FORKS AND STATION ABOUT
 GG0782'100 FEET TO SOUTH ALONG RIGHT FORK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1414 ***********************************************************************
 DN1414  DESIGNATION -  TERRAL MUNICIPAL TANK
 DN1414  PID         -  DN1414
 DN1414  STATE/COUNTY-  OK/JEFFERSON
 DN1414  COUNTRY     -  US
 DN1414  USGS QUAD   -  TERRAL (2019)
 DN1414
 DN1414                         *CURRENT SURVEY CONTROL
 DN1414  ______________________________________________________________________
 DN1414* NAD 83(1993) POSITION- 33 53 50.32038(N) 097 56 12.53824(W)   ADJUSTED
 DN1414  ______________________________________________________________________
 DN1414  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 DN1414  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 DN1414  HORZ ORDER      -  THIRD
 DN1414
 DN1414.The horizontal coordinates were established by classical geodetic methods
 DN1414.and adjusted by the National Geodetic Survey in November 1994.
 DN1414
 DN1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1414.GEOID18 height accuracy estimate available here.
 DN1414
 DN1414.Click photographs - Photos may exist for this station.
 DN1414
 DN1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1414
 DN1414. The following values were computed from the NAD 83(1993) position.
 DN1414
 DN1414;                    North         East     Units Scale Factor Converg.
 DN1414;SPC OK S     -    62,560.806   605,844.281   MT  1.00000728   +0 02 09.1
 DN1414;SPC OK S     -   205,251.58  1,987,674.11   sFT  1.00000728   +0 02 09.1
 DN1414;SPC TXNC     - 2,247,506.259   652,090.923   MT  0.99998139   +0 18 25.8
 DN1414;SPC TXNC     - 7,373,693.45  2,139,401.64   sFT  0.99998139   +0 18 25.8
 DN1414;UTM  14      - 3,751,278.839   598,302.858   MT  0.99971913   +0 35 34.8
 DN1414
 DN1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9830251278(NAD 83)
 DN1414
 DN1414                          SUPERSEDED SURVEY CONTROL
 DN1414
 DN1414  NAD 83(1986)-  33 53 50.32345(N)    097 56 12.52720(W) AD(       ) 3
 DN1414  NAD 27      -  33 53 49.96300(N)    097 56 11.40200(W) AD(       ) 3
 DN1414
 DN1414.Superseded values are not recommended for survey control.
 DN1414
 DN1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1414.See file dsdata.pdf to determine how the superseded data were derived.
 DN1414
 DN1414_MARKER: 53 = ELEVATED TANK
 DN1414
 DN1414  HISTORY     - Date     Condition        Report By
 DN1414  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1414  HISTORY     - 1965     GOOD             CGS
 DN1414  HISTORY     - 1968     GOOD             CGS
 DN1414
 DN1414                          STATION DESCRIPTION
 DN1414
 DN1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1414'THE STATION IS LOCATED NEAR THE CENTER OF TERRAL ABOUT TWO
 DN1414'BLOCKS EAST OF U.S. HIGHWAY NO. 81
 DN1414'
 DN1414'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 DN1414'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 DN1414'HEIGHT OF 125.0 FEET.
 DN1414'
 DN1414'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 DN1414
 DN1414                          STATION RECOVERY (1965)
 DN1414
 DN1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DN1414'THIS TANK HAS PREVIOUSLY BEEN LOCATED BUT NO INFORMATION WAS
 DN1414'AVAILABLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 DN1414'
 DN1414'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 DN1414'ELEVATED WATER TANK, SUPPORTED BY FOUR LEGS, THAT HAS AN OVERALL
 DN1414'HEIGHT OF 125 FEET.  IT IS LOCATED BEHIND THE CITY HALL IN THE
 DN1414'EAST PART OF TOWN.
 DN1414
 DN1414                          STATION RECOVERY (1968)
 DN1414
 DN1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 DN1414'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0593 ***********************************************************************
 FK0593  DESIGNATION -  TERY
 FK0593  PID         -  FK0593
 FK0593  STATE/COUNTY-  OK/GREER
 FK0593  COUNTRY     -  US
 FK0593  USGS QUAD   -  WILLOW (2018)
 FK0593
 FK0593                         *CURRENT SURVEY CONTROL
 FK0593  ______________________________________________________________________
 FK0593* NAD 83(1993) POSITION- 35 03 57.60271(N) 099 31 06.96701(W)   ADJUSTED
 FK0593* NAVD 88 ORTHO HEIGHT -   537.5   (meters)     1763.    (feet) VERTCON3
 FK0593  ______________________________________________________________________
 FK0593  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 FK0593  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 FK0593  HORZ ORDER      -  FIRST
 FK0593
 FK0593.The horizontal coordinates were established by classical geodetic methods
 FK0593.and adjusted by the National Geodetic Survey in November 1994.
 FK0593
 FK0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0593
 FK0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0593.GEOID18 height accuracy estimate available here.
 FK0593
 FK0593.Click photographs - Photos may exist for this station.
 FK0593
 FK0593.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0593
 FK0593. The following values were computed from the NAD 83(1993) position.
 FK0593
 FK0593;                    North         East     Units Scale Factor Converg.
 FK0593;SPC OK S     -   193,239.085   461,490.228   MT  0.99997121   -0 51 43.1
 FK0593;SPC OK S     -   633,985.23  1,514,072.52   sFT  0.99997121   -0 51 43.1
 FK0593;UTM  14      - 3,880,485.285   452,714.523   MT  0.99962756   -0 17 52.6
 FK0593
 FK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0593!SPC OK S     -   0.99991975  x   0.99997121  =   0.99989096
 FK0593!UTM  14      -   0.99991975  x   0.99962756  =   0.99954734
 FK0593
 FK0593:                Primary Azimuth Mark                     Grid Az
 FK0593:SPC OK S     -  WILLOW MUNICIPAL TANK                    166 59 17.6
 FK0593:UTM  14      -  WILLOW MUNICIPAL TANK                    166 25 27.1
 FK0593
 FK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5271480485(NAD 83)
 FK0593
 FK0593|---------------------------------------------------------------------|
 FK0593| PID    Reference Object                     Distance      Geod. Az  |
 FK0593|                                                           dddmmss.s |
 FK0593| CL3392 TERY RM 1                            12.735 METERS 09507     |
 FK0593| FK0595 WILLOW MUNICIPAL TANK               APPROX. 1.7 KM 1660734.5 |
 FK0593| FK0596 BRINKMAN MUNICIPAL TANK             APPROX. 6.1 KM 1793439.3 |
 FK0593| CL3393 TERY RM 2                             8.471 METERS 32040     |
 FK0593|---------------------------------------------------------------------|
 FK0593
 FK0593                          SUPERSEDED SURVEY CONTROL
 FK0593
 FK0593  NAD 83(1986)-  35 03 57.60806(N)    099 31 06.96203(W) AD(       ) 1
 FK0593  NAD 27      -  35 03 57.41330(N)    099 31 05.63770(W) AD(       ) 1
 FK0593  NGVD 29 (07/19/86)  537.3    (m)         1763.     (f) VERT ANG       
 FK0593
 FK0593.Superseded values are not recommended for survey control.
 FK0593
 FK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0593.See file dsdata.pdf to determine how the superseded data were derived.
 FK0593
 FK0593_MARKER: DS = TRIANGULATION STATION DISK
 FK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0593_STAMPING: TERY 1961
 FK0593_MARK LOGO: CGS
 FK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0593+STABILITY: SURFACE MOTION
 FK0593
 FK0593  HISTORY     - Date     Condition        Report By
 FK0593  HISTORY     - 1961     MONUMENTED       CGS
 FK0593  HISTORY     - 1963     GOOD             CGS
 FK0593
 FK0593                          STATION DESCRIPTION
 FK0593
 FK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0593'THE STATION IS LOCATED 4 MILES NORTH OF BRINKMAN, 1 MILE
 FK0593'NORTHWEST OF WILLOW AND 100 YARDS SOUTH OF A CEMETERY.
 FK0593'
 FK0593'TO REACH FROM THE POST OFFICE IN WILLOW, GO WEST ON MAIN
 FK0593'STREET FOR 0.4 MILE TO A T-ROAD, TURN RIGHT AND GO NORTH
 FK0593'FOR 1.0 MILE TO THE STATION ON THE RIGHT JUST BEFORE RACHING
 FK0593'A CEMETERY.
 FK0593'
 FK0593'THE STATION MARK IS A STANDARD DISK, STAMPED TERY 1961, SET
 FK0593'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FK0593'6 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A GRAVELED
 FK0593'ROAD, 40 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING
 FK0593'TO CEMETERY AND 5 FEET NORTH OF FENCE.  A METAL WITNESS
 FK0593'POST WAS SET 4.9 FEET SOUTHWEST OF THE MARK.
 FK0593'
 FK0593'RM 1 IS A STANDARD REFERENCE DISK, STAMPED TERY NO 1 1961,
 FK0593'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 FK0593'PROJECTS 4 INCHES.  IT IS 82 FEET EAST OF THE GRAVELED ROAD,
 FK0593'46 FEET EAST OF THE WITNESS POST, 43 FEET SOUTH OF THE CEMETERY
 FK0593'ROAD AND 1 FOOT NORTH OF FENCE.
 FK0593'
 FK0593'RM 2 IS A STANDARD REFERENCE DISK, STAMPED TERY NO 2 1961,
 FK0593'CEMENTED IN A DRILLHOLE IN BRIDGE ABUTMENT.  IT IS 28 FEET
 FK0593'NORTHWEST OF THE WITNESS POST, 23 FEET WEST OF GRAVELED ROAD
 FK0593'AND 15 FEET SOUTH OF CEMETERY ROAD.
 FK0593'
 FK0593'STATION WILLOW CAN BE USED AS AN AZIMUTH FOR THIS STATION,
 FK0593'SEE DESCRIPTION THEREOF.
 FK0593
 FK0593                          STATION RECOVERY (1963)
 FK0593
 FK0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0593'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 FK0593'
 FK0593'STATION IS 1 MILE NORTH AND 1/2 MILE WEST OF WILLOW, IN THE
 FK0593'SW CORNER OF THE NW 1/4 OF SEC. 22, T. 7 N., R. 22 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1121 ***********************************************************************
 FH1121  DESIGNATION -  TEXANA RESET
 FH1121  PID         -  FH1121
 FH1121  STATE/COUNTY-  OK/MCINTOSH
 FH1121  COUNTRY     -  US
 FH1121  USGS QUAD   -  TEXANNA (2018)
 FH1121
 FH1121                         *CURRENT SURVEY CONTROL
 FH1121  ______________________________________________________________________
 FH1121* NAD 83(1993) POSITION- 35 21 05.09570(N) 095 24 12.86079(W)   ADJUSTED
 FH1121* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 FH1121  ______________________________________________________________________
 FH1121  GEOID HEIGHT    -        -30.108 (meters)                     GEOID18
 FH1121  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 FH1121  HORZ ORDER      -  FIRST
 FH1121
 FH1121.The horizontal coordinates were established by classical geodetic methods
 FH1121.and adjusted by the National Geodetic Survey in November 1994.
 FH1121
 FH1121.The orthometric height was scaled from a topographic map.
 FH1121
 FH1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1121.GEOID18 height accuracy estimate available here.
 FH1121
 FH1121.Click photographs - Photos may exist for this station.
 FH1121
 FH1121.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1121
 FH1121. The following values were computed from the NAD 83(1993) position.
 FH1121
 FH1121;                    North         East     Units Scale Factor Converg.
 FH1121;SPC OK S     -   226,897.413   835,985.302   MT  1.00002547   +1 28 25.6
 FH1121;SPC OK S     -   744,412.60  2,742,728.44   sFT  1.00002547   +1 28 25.6
 FH1121;UTM  15      - 3,914,666.367   281,590.516   MT  1.00018791   -1 23 28.4
 FH1121
 FH1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1121!SPC OK S     -   0.99997128  x   1.00002547  =   0.99999675
 FH1121!UTM  15      -   0.99997128  x   1.00018791  =   1.00015918
 FH1121
 FH1121:                Primary Azimuth Mark                     Grid Az
 FH1121:SPC OK S     -  TEXANA AZ MK                             118 01 19.8
 FH1121:UTM  15      -  TEXANA AZ MK                             120 53 13.8
 FH1121
 FH1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8159014666(NAD 83)
 FH1121
 FH1121|---------------------------------------------------------------------|
 FH1121| PID    Reference Object                     Distance      Geod. Az  |
 FH1121|                                                           dddmmss.s |
 FH1121| CI3397 TEXANA RM 2                          25.773 METERS 00504     |
 FH1121| CI3396 TEXANA RM 1                         112.288 METERS 11841     |
 FH1121| CI3395 TEXANA AZ MK                                       1192945.4 |
 FH1121|---------------------------------------------------------------------|
 FH1121
 FH1121                          SUPERSEDED SURVEY CONTROL
 FH1121
 FH1121  NAD 83(1986)-  35 21 05.11163(N)    095 24 12.85281(W) AD(       ) 1
 FH1121  NAD 27      -  35 21 04.76000(N)    095 24 11.94400(W) AD(       ) 1
 FH1121
 FH1121.Superseded values are not recommended for survey control.
 FH1121
 FH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1121.See file dsdata.pdf to determine how the superseded data were derived.
 FH1121
 FH1121_MARKER: DS = TRIANGULATION STATION DISK
 FH1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1121_STAMPING: TEXANA 1940 1960
 FH1121_MARK LOGO: CGS
 FH1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1121+STABILITY: SURFACE MOTION
 FH1121
 FH1121  HISTORY     - Date     Condition        Report By
 FH1121  HISTORY     - 1960     MONUMENTED       CGS
 FH1121  HISTORY     - 19861222 GOOD             LOCSUR
 FH1121
 FH1121                          STATION DESCRIPTION
 FH1121
 FH1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1121'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND.
 FH1121'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION SO
 FH1121'THE SURFACE STATION MARK WAS RESET BY PLUMBING OVER THE
 FH1121'UNDERGROUND MARK.  THE STATION IS LOCATED NEAR THE NORTH EDGE
 FH1121'OF SOME CLEARED LAND ABOUT 0.1 MILE EAST OF MR. SWAN SANDSTRUMS
 FH1121'HOUSE AND ABOUT 85 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 FH1121'THE MARK PROJECTS ABOUT 4 INCHES.  R.M. NO. 1 IS IN A LARGE
 FH1121'BOULDER ABOUT 112 METERS SOUTHEAST OF THE STATION.  R.M. NO. 2
 FH1121'IS NEAR THE FENCE LINE ABOUT 26 METERS NORTH-NORTHWEST OF
 FH1121'THE STATION.  THE AZIMUTH MARK IS ABOUT 0.5 MILE (AIRLINE)
 FH1121'SOUTHEAST OF THE STATION, ON NORTHWEST EDGE OF FIRST RIDGE
 FH1121'TO SOUTHEAST AND IS 24 PACES NORTH OF AN OLD EAST-WEST
 FH1121'FENCE LINE.  THERE IS A LARGE BOULDER ON THE OUTCROP JUST
 FH1121'TO SOUTH OF THE MARK.
 FH1121'
 FH1121'TO REACH THE STATION FROM TEXANA, FROM CROSSROADS JUST NORTH
 FH1121'OF POST OFFICE AND ASSEMBLY OF GOD CHURCH, GO NORTHEAST
 FH1121'FOR ABOUT 50 YARDS THEN BEAR RIGHT AND GO EAST AND NORTHEAST
 FH1121'FOR 1.6 MILES TO FORKS, TAKE LEFT FORK ON MAIN ROAD FOR 0.25
 FH1121'MILE TO A GATE ON RIGHT AT MR. SANDSTRUMS MAILBOX, TURN
 FH1121'RIGHT THROUGH GATE AND GO SOUTHEAST ACROSS YARD FOR 0.1
 FH1121'MILE TO GATE SOUTHEAST OF HOUSE, GO THROUGH GATE AND GO
 FH1121'EAST-NORTHEAST FOR 0.05 MILE TO STATION.
 FH1121'
 FH1121'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 FH1121'
 FH1121'R.M. 1 IS LOCATED 4.5 MILES N AND 10.0 MILES E OF EUFAULA,
 FH1121'415 FEET SE OF OF R.M. 2, 315 FEET S OF E-W FENCE, 75 FEET
 FH1121'NE OF 18-INCH OAK TREE WITH SQUARE BLAZE ON NE SIDE, SET
 FH1121'FLUSH IN A LARGE BEDROCK OUTCROPPING WHICH IS ABOUT 30 FEET
 FH1121'IN DIAMETER.  THE MARK IS A STANDARD DISK STAMPED TEXANA NO.
 FH1121'1 1940.
 FH1121'
 FH1121'R.M.2 IS LOCATED IN T 10 N, R 18 E, SE 1/4 SECTION 9, 688
 FH1121'FEET E ALONG FENCE FROM PRIVATE DRIVE SOUTHEAST, ONE FOOT N
 FH1121'OF FENCE LINE, 308 FEET E OF FENCE CORNER, 6 FEET E OF 10-INCH
 FH1121'OAK TREE, ON PROPERTY OF SWAN SANSTRUM.  MARK SET IN CONCRETE
 FH1121'POST PROJECTING 0.3 FOOT AND IS A STANDARD DISK STAMPED
 FH1121'TEXANA NO. 2 1940.
 FH1121
 FH1121                          STATION RECOVERY (1986)
 FH1121
 FH1121'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RH)
 FH1121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0946 ***********************************************************************
 GK0946  DESIGNATION -  TEXHOMA CIMARRON UTIL CO TANK
 GK0946  PID         -  GK0946
 GK0946  STATE/COUNTY-  OK/TEXAS
 GK0946  COUNTRY     -  US
 GK0946  USGS QUAD   -  TEXHOMA NORTH (2018)
 GK0946
 GK0946                         *CURRENT SURVEY CONTROL
 GK0946  ______________________________________________________________________
 GK0946* NAD 83(1993) POSITION- 36 30 12.81589(N) 101 46 58.06786(W)   ADJUSTED
 GK0946  ______________________________________________________________________
 GK0946  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 GK0946  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC18
 GK0946  HORZ ORDER      -  THIRD
 GK0946
 GK0946.The horizontal coordinates were established by classical geodetic methods
 GK0946.and adjusted by the National Geodetic Survey in November 1994.
 GK0946
 GK0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0946.GEOID18 height accuracy estimate available here.
 GK0946
 GK0946.Click photographs - Photos may exist for this station.
 GK0946
 GK0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0946
 GK0946. The following values were computed from the NAD 83(1993) position.
 GK0946
 GK0946;                    North         East     Units Scale Factor Converg.
 GK0946;SPC OK N     -   173,427.595   261,209.023   MT  0.99996256   -2 13 56.7
 GK0946;SPC OK N     -   568,987.03    856,983.27   sFT  0.99996256   -2 13 56.7
 GK0946;SPC TX N     - 1,277,792.691   174,662.842   MT  1.00009043   -0 09 50.0
 GK0946;SPC TX N     - 4,192,224.85    573,039.67   sFT  1.00009043   -0 09 50.0
 GK0946;UTM  14      - 4,043,405.049   250,768.435   MT  1.00036537   -1 39 22.5
 GK0946
 GK0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5076843405(NAD 83)
 GK0946
 GK0946                          SUPERSEDED SURVEY CONTROL
 GK0946
 GK0946  NAD 83(1986)-  36 30 12.82627(N)    101 46 58.05271(W) AD(       ) 3
 GK0946  NAD 27      -  36 30 12.73200(N)    101 46 56.46300(W) AD(       ) 3
 GK0946
 GK0946.Superseded values are not recommended for survey control.
 GK0946
 GK0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0946.See file dsdata.pdf to determine how the superseded data were derived.
 GK0946
 GK0946_MARKER: 53 = ELEVATED TANK
 GK0946
 GK0946  HISTORY     - Date     Condition        Report By
 GK0946  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK0946  HISTORY     - 1952     GOOD             CGS
 GK0946
 GK0946                          STATION DESCRIPTION
 GK0946
 GK0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0946'STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF TEXHOMA.  IT IS A
 GK0946'SILVER COLORED TANK SUPPORTED BY FOUR LEGS CONSTRUCTED OF STRUCTURAL
 GK0946'STEEL.  THE TOP OF TANK IS ABOUT 120 FEET ABOVE THE GROUND.  THE
 GK0946'BALL MOUNTED ON TOP OF THE TANK WAS INTERSECTED.  THIS TANK WAS
 GK0946'FORMERLY THE PROPERTY OF THE CIMARRON UTILITIES COMPANY.
 GK0946'
 GK0946'PROBABLY THE SAME AS TEXHOMA, CIMARRON UTILITIES CO., W.T., 1931.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1188 ***********************************************************************
 DN1188  DESIGNATION -  TEXOMA
 DN1188  PID         -  DN1188
 DN1188  STATE/COUNTY-  OK/BRYAN
 DN1188  COUNTRY     -  US
 DN1188  USGS QUAD   -  DENISON DAM (2019)
 DN1188
 DN1188                         *CURRENT SURVEY CONTROL
 DN1188  ______________________________________________________________________
 DN1188* NAD 83(1993) POSITION- 33 51 08.48186(N) 096 34 05.77174(W)   ADJUSTED
 DN1188* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 DN1188  ______________________________________________________________________
 DN1188  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DN1188  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 DN1188  HORZ ORDER      -  THIRD
 DN1188
 DN1188.The horizontal coordinates were established by classical geodetic methods
 DN1188.and adjusted by the National Geodetic Survey in November 1994.
 DN1188
 DN1188.The orthometric height was scaled from a topographic map.
 DN1188
 DN1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1188.GEOID18 height accuracy estimate available here.
 DN1188
 DN1188.Click photographs - Photos may exist for this station.
 DN1188
 DN1188.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1188
 DN1188. The following values were computed from the NAD 83(1993) position.
 DN1188
 DN1188;                    North         East     Units Scale Factor Converg.
 DN1188;SPC OK S     -    58,512.155   732,496.275   MT  1.00001691   +0 48 45.6
 DN1188;SPC OK S     -   191,968.63  2,403,198.20   sFT  1.00001691   +0 48 45.6
 DN1188;SPC TXNC     - 2,244,023.844   778,755.219   MT  0.99997012   +1 03 12.8
 DN1188;SPC TXNC     - 7,362,268.23  2,554,966.08   sFT  0.99997012   +1 03 12.8
 DN1188;UTM  14      - 3,748,446.179   724,978.604   MT  1.00022401   +1 21 18.6
 DN1188
 DN1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1188!SPC OK S     -   0.99997213  x   1.00001691  =   0.99998904
 DN1188!SPC TXNC     -   0.99997213  x   0.99997012  =   0.99994225
 DN1188!UTM  14      -   0.99997213  x   1.00022401  =   1.00019613
 DN1188
 DN1188:                Primary Azimuth Mark                     Grid Az
 DN1188:SPC OK S     -  TEXOMA AZ MK                             185 21 43.7
 DN1188:SPC TXNC     -  TEXOMA AZ MK                             185 07 16.5
 DN1188:UTM  14      -  TEXOMA AZ MK                             184 49 10.7
 DN1188
 DN1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2497848446(NAD 83)
 DN1188
 DN1188|---------------------------------------------------------------------|
 DN1188| PID    Reference Object                     Distance      Geod. Az  |
 DN1188|                                                           dddmmss.s |
 DN1188| CY2448 TEXOMA RM 1                          13.988 METERS 14350     |
 DN1188| DN1193 DENISON WAPLES PLATTER TANK         APPROX.11.3 KM 1635638.8 |
 DN1188| DN1197 DENISON ST PATRICKS CATH CH TR      APPROX.10.8 KM 1650054.1 |
 DN1188| DN1225 DENISON SE MUNICIPAL TANK           APPROX.12.7 KM 1660201.7 |
 DN1188| DN1202 DENISON MUNICIPAL STANDPIPE         APPROX. 9.8 KM 1674305.1 |
 DN1188| CY2447 TEXOMA AZ MK                                       1861029.3 |
 DN1188| DN1191 DENISON PUMPING STA MUN TANK        APPROX. 6.3 KM 1861525.5 |
 DN1188| CY2449 TEXOMA RM 2                          14.475 METERS 23313     |
 DN1188|---------------------------------------------------------------------|
 DN1188
 DN1188                          SUPERSEDED SURVEY CONTROL
 DN1188
 DN1188  NAD 83(1986)-  33 51 08.48614(N)    096 34 05.76446(W) AD(       ) 3
 DN1188  NAD 27      -  33 51 08.12090(N)    096 34 04.79240(W) AD(       ) 3
 DN1188
 DN1188.Superseded values are not recommended for survey control.
 DN1188
 DN1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1188.See file dsdata.pdf to determine how the superseded data were derived.
 DN1188
 DN1188_MARKER: DS = TRIANGULATION STATION DISK
 DN1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1188_STAMPING: TEXOMA 1955
 DN1188_MARK LOGO: CGS
 DN1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1188+STABILITY: SURFACE MOTION
 DN1188
 DN1188  HISTORY     - Date     Condition        Report By
 DN1188  HISTORY     - 1955     MONUMENTED       CGS
 DN1188  HISTORY     - 1957     GOOD             CGS
 DN1188
 DN1188                          STATION DESCRIPTION
 DN1188
 DN1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1188'THE STATION IS LOCATED AT THE NORTH EDGE OF A LARGE TRIANGLE
 DN1188'OF GROUND FORMED BY THREE ROADS AT THE EXTREME NORTH END OF
 DN1188'DENISON DAM, ABOUT 7 MILES NORTH NORTHWEST OF DENISON, 4
 DN1188'MILES WEST OF COLBERT, 25 FEET SOUTH OF THE CENTERLINE OF THE
 DN1188'EAST-WEST ROAD AND 10 FEET WEST SOUTHWEST OF A WHITE WITNESS
 DN1188'POST.
 DN1188'
 DN1188'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 DN1188'HIGHWAY 75A, IN THE WEST EDGE OF DENISON, GO WEST, ON STATE
 DN1188'HIGHWAY 75A, FOR 4.8 MILES TO THE SOUTH END OF DENISON DAM.
 DN1188'CONTINUE NORTH, ON STATE HIGHWAY 75A, FOR 1.8 MILES TO THE
 DN1188'AZIMUTH MARK.  CONTINUE NORTH, STATE HIGHWAY 75A, FOR 0.5 MILE TO
 DN1188'FORKS.  TAKE RIGHT FORK, AND GO NORTH 0.15 MILE TO SIDE ROAD
 DN1188'LEFT.  TURN LEFT, AND GO WEST 0.05 MILE TO THE STATION.
 DN1188'
 DN1188'THE STATION MARK IS A STANDARD DISK, STAMPED TEXOMA 1955, SET
 DN1188'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1188'ABOUT 4 INCHES.
 DN1188'
 DN1188'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED TEXOMA
 DN1188'NO 1 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1188'WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION
 DN1188'AS THE STATION.  IT IS LOCATED 65 FEET SOUTH OF THE CENTERLINE
 DN1188'OF THE EAST-WEST ROAD.
 DN1188'
 DN1188'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED TEXOMA NO 2
 DN1188'1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 DN1188'PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION AS
 DN1188'THE STATION.  IT IS LOCATED 67 FEET SOUTH OF THE CENTERLINE
 DN1188'OF THE EAST-WEST ROAD.
 DN1188'
 DN1188'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TEXOMA 1955,
 DN1188'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 DN1188'PROJECTS ABOUT 6 INCHES.  IT IS LOCATED ON THE WEST SIDE OF
 DN1188'DENISON DAM, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 DN1188'AND 1 FOOT WEST OF THE WEST GUARD RAIL.
 DN1188'
 DN1188'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DN1188
 DN1188                          STATION RECOVERY (1957)
 DN1188
 DN1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1188'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN1188'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1188'STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1508 ***********************************************************************
 DN1508  CBN         -  This is a Cooperative Base Network Control Station.
 DN1508  DESIGNATION -  THACKER
 DN1508  PID         -  DN1508
 DN1508  STATE/COUNTY-  OK/LOVE
 DN1508  COUNTRY     -  US
 DN1508  USGS QUAD   -  THACKERVILLE (2019)
 DN1508
 DN1508                         *CURRENT SURVEY CONTROL
 DN1508  ______________________________________________________________________
 DN1508* NAD 83(2011) POSITION- 33 48 30.63017(N) 097 08 24.11055(W)   ADJUSTED
 DN1508* NAD 83(2011) ELLIP HT-   244.421 (meters)        (06/27/12)   ADJUSTED
 DN1508* NAD 83(2011) EPOCH   -  2010.00
 DN1508* NAVD 88 ORTHO HEIGHT -   270.2   (meters)      886.    (feet) GPS OBS
 DN1508  ______________________________________________________________________
 DN1508  NAVD 88 orthometric height was determined with geoid model    GEOID96
 DN1508  GEOID HEIGHT    -        -25.713 (meters)                     GEOID96
 DN1508  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 DN1508  NAD 83(2011) X  -   -659,422.147 (meters)                     COMP
 DN1508  NAD 83(2011) Y  - -5,264,168.570 (meters)                     COMP
 DN1508  NAD 83(2011) Z  -  3,528,953.679 (meters)                     COMP
 DN1508  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 DN1508
 DN1508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1508  Standards:
 DN1508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1508  -------------------------------------------------------------------
 DN1508  NETWORK    1.92   3.90           0.82   0.75   1.99      0.00659949
 DN1508  -------------------------------------------------------------------
 DN1508  Click here for local accuracies and other accuracy information.
 DN1508
 DN1508.The horizontal coordinates were established by GPS observations
 DN1508.and adjusted by the National Geodetic Survey in June 2012.
 DN1508
 DN1508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1508.been affixed to the stable North American tectonic plate. See 
 DN1508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1508
 DN1508.The horizontal coordinates are valid at the epoch date displayed above
 DN1508.which is a decimal equivalence of Year/Month/Day.
 DN1508
 DN1508.The orthometric height was determined by GPS observations and a
 DN1508.high-resolution geoid model.
 DN1508
 DN1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1508.GEOID18 height accuracy estimate available here.
 DN1508
 DN1508.Click photographs - Photos may exist for this station.
 DN1508
 DN1508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1508
 DN1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1508
 DN1508.The ellipsoidal height was determined by GPS observations
 DN1508.and is referenced to NAD 83.
 DN1508
 DN1508. The following values were computed from the NAD 83(2011) position.
 DN1508
 DN1508;                    North         East     Units Scale Factor Converg.
 DN1508;SPC OK S     -    53,048.018   679,627.087   MT  1.00002688   +0 29 17.3
 DN1508;SPC OK S     -   174,041.71  2,229,743.20   sFT  1.00002688   +0 29 17.3
 DN1508;SPC TXNC     - 2,238,331.948   725,913.107   MT  0.99995972   +0 44 30.2
 DN1508;SPC TXNC     - 7,343,594.07  2,381,599.92   sFT  0.99995972   +0 44 30.2
 DN1508;UTM  14      - 3,742,479.273   672,160.204   MT  0.99996539   +1 02 06.6
 DN1508
 DN1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1508!SPC OK S     -   0.99996163  x   1.00002688  =   0.99998851
 DN1508!SPC TXNC     -   0.99996163  x   0.99995972  =   0.99992135
 DN1508!UTM  14      -   0.99996163  x   0.99996539  =   0.99992702
 DN1508
 DN1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7216042479(NAD 83)
 DN1508
 DN1508                          SUPERSEDED SURVEY CONTROL
 DN1508
 DN1508  NAD 83(2007)-  33 48 30.63014(N)    097 08 24.11118(W) AD(2002.00) 0
 DN1508  ELLIP H (02/10/07)  244.436  (m)                       GP(2002.00)    
 DN1508  ELLIP H (04/16/01)  244.448  (m)                       GP(       ) 4 2
 DN1508  NAD 83(1993)-  33 48 30.62974(N)    097 08 24.11117(W) AD(       ) B
 DN1508  ELLIP H (05/09/94)  244.505  (m)                       GP(       ) 4 2
 DN1508  NAVD 88 (01/13/95)  270.3    (m)  UNKNOWN  model used  GPS OBS        
 DN1508  NAVD 88 (05/09/94)  270.2    (m)  GEOID93  model used  GPS OBS        
 DN1508
 DN1508.Superseded values are not recommended for survey control.
 DN1508
 DN1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1508.See file dsdata.pdf to determine how the superseded data were derived.
 DN1508
 DN1508_MARKER: F = FLANGE-ENCASED ROD
 DN1508_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1508_STAMPING: THACKER 1993
 DN1508_MARK LOGO: NGS
 DN1508_PROJECTION: RECESSED 5 CENTIMETERS
 DN1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1508+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 DN1508_ROD/PIPE-DEPTH: 28.1 meters
 DN1508_SLEEVE-DEPTH  : 0.9 meters
 DN1508
 DN1508  HISTORY     - Date     Condition        Report By
 DN1508  HISTORY     - 1993     MONUMENTED       NGS
 DN1508  HISTORY     - 20021025 GOOD             JCLS
 DN1508  HISTORY     - 20080402 GOOD             JCLS
 DN1508  HISTORY     - 20160414 GOOD             GRWAS
 DN1508
 DN1508                          STATION DESCRIPTION
 DN1508
 DN1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 DN1508'STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTH OF MARIETTA, 1.5 KM
 DN1508'(0.95 MI) NORTH-NORTHEAST OF THACKERVILLE, BETWEEN US HIGHWAY 77 AND
 DN1508'RAILROAD TRACKS, ON ROAD RIGHT-OF-WAY, AT TOP OF RISE, IN THE
 DN1508'NORTHWEST 1/4 OF SECTION 6, T 9 S, R 1 E.  OWNERSHIP--OKLAHOMA
 DN1508'DEPARTMENT OF TRANSPORTATION.
 DN1508'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 DN1508'AND STATE HIGHWAY 153 (EXIT 5) JUST EAST OF THACKERVILLE, GO WEST ON
 DN1508'HIGHWAY 153 FOR 0.75 KM (0.45 MI) TO THE JUNCTION WITH US HIGHWAY 77
 DN1508'IN THACKERVILLE.  TURN RIGHT, NORTH, ON HIGHWAY 77 FOR 1.52 KM
 DN1508'(0.95 MI) TO TOP OF A RISE AND THE STATION ON THE LEFT.
 DN1508'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 DN1508'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN 12.7 CM PVC PIPE
 DN1508'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 136 M
 DN1508'(446.2 FT) SOUTH FROM THE CENTER OF A PAVEDROAD CROSSING THE TRACKS,
 DN1508'9.8 M (32.2 FT) WEST OF, AND SLIGHTLY HIGHER THAN, THE HIGHWAY
 DN1508'CENTER, 14.8 M (48.6 FT) EAST OF THE EAST RAIL OF THE EAST TRACK, 0.3
 DN1508'M (1.0 FT) EAST OF A STEEL WITNESS POST, 45.1 M (148.0 FT) NORTH OF A
 DN1508'TELEPHONE PEDASTAL SS, AND 0.7 M (2.3 FT) NORTH OF A FIBERGLASS
 DN1508'WITNESS POST.
 DN1508
 DN1508                          STATION RECOVERY (2002)
 DN1508
 DN1508'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DN1508'RECOVERED IN GOOD CONDITION.
 DN1508
 DN1508                          STATION RECOVERY (2008)
 DN1508
 DN1508'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 DN1508'RECOVERED IN GOOD CONDITION.
 DN1508
 DN1508                          STATION RECOVERY (2016)
 DN1508
 DN1508'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 DN1508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1080 ***********************************************************************
 DN1080  DESIGNATION -  THIRTEEN
 DN1080  PID         -  DN1080
 DN1080  STATE/COUNTY-  OK/BRYAN
 DN1080  COUNTRY     -  US
 DN1080  USGS QUAD   -  ACHILLE (2018)
 DN1080
 DN1080                         *CURRENT SURVEY CONTROL
 DN1080  ______________________________________________________________________
 DN1080* NAD 83(1993) POSITION- 33 51 28.80608(N) 096 24 49.61132(W)   ADJUSTED
 DN1080* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 DN1080  ______________________________________________________________________
 DN1080  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 DN1080  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DN1080  HORZ ORDER      -  SECOND
 DN1080
 DN1080.The horizontal coordinates were established by classical geodetic methods
 DN1080.and adjusted by the National Geodetic Survey in November 1994.
 DN1080
 DN1080.The orthometric height was scaled from a topographic map.
 DN1080
 DN1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1080.GEOID18 height accuracy estimate available here.
 DN1080
 DN1080.Click photographs - Photos may exist for this station.
 DN1080
 DN1080.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1080
 DN1080. The following values were computed from the NAD 83(1993) position.
 DN1080
 DN1080;                    North         East     Units Scale Factor Converg.
 DN1080;SPC OK S     -    59,352.022   746,782.157   MT  1.00001566   +0 54 01.3
 DN1080;SPC OK S     -   194,724.09  2,450,067.79   sFT  1.00001566   +0 54 01.3
 DN1080;SPC TXNC     - 2,244,923.295   793,036.821   MT  0.99997150   +1 08 16.1
 DN1080;SPC TXNC     - 7,365,219.18  2,601,821.64   sFT  0.99997150   +1 08 16.1
 DN1080;UTM  14      - 3,749,421.350   739,259.448   MT  1.00030576   +1 26 29.6
 DN1080
 DN1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1080!SPC OK S     -   0.99997088  x   1.00001566  =   0.99998654
 DN1080!SPC TXNC     -   0.99997088  x   0.99997150  =   0.99994238
 DN1080!UTM  14      -   0.99997088  x   1.00030576  =   1.00027663
 DN1080
 DN1080:                Primary Azimuth Mark                     Grid Az
 DN1080:SPC OK S     -  THIRTEEN AZ MK                           017 57 10.4
 DN1080:SPC TXNC     -  THIRTEEN AZ MK                           017 42 55.6
 DN1080:UTM  14      -  THIRTEEN AZ MK                           017 24 42.1
 DN1080
 DN1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3925949421(NAD 83)
 DN1080
 DN1080|---------------------------------------------------------------------|
 DN1080| PID    Reference Object                     Distance      Geod. Az  |
 DN1080|                                                           dddmmss.s |
 DN1080| CY2450 THIRTEEN AZ MK                                     0185111.7 |
 DN1080| CY2451 THIRTEEN RM 1                        12.168 METERS 09420     |
 DN1080| CY2452 THIRTEEN RM 2                         8.551 METERS 17703     |
 DN1080|---------------------------------------------------------------------|
 DN1080
 DN1080                          SUPERSEDED SURVEY CONTROL
 DN1080
 DN1080  NAD 83(1986)-  33 51 28.81146(N)    096 24 49.60372(W) AD(       ) 2
 DN1080  NAD 27      -  33 51 28.44970(N)    096 24 48.64090(W) AD(       ) 2
 DN1080
 DN1080.Superseded values are not recommended for survey control.
 DN1080
 DN1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1080.See file dsdata.pdf to determine how the superseded data were derived.
 DN1080
 DN1080_MARKER: DS = TRIANGULATION STATION DISK
 DN1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1080_STAMPING: THIRTEEN 1955
 DN1080_MARK LOGO: CGS
 DN1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1080+STABILITY: SURFACE MOTION
 DN1080
 DN1080  HISTORY     - Date     Condition        Report By
 DN1080  HISTORY     - 1955     MONUMENTED       CGS
 DN1080  HISTORY     - 1957     GOOD             CGS
 DN1080
 DN1080                          STATION DESCRIPTION
 DN1080
 DN1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1080'THE STATION IS LOCATED ON THE WEST SIDE OF A GRADED ROAD ABOUT
 DN1080'4 MILES AIRLINE EAST OF COLBERT, 5 MILES AIRLINE SOUTH-SOUTHEAST
 DN1080'OF CALERA, AND 9 MILES AIRLINE NORTHEAST OF DENISON, TEXAS.
 DN1080'
 DN1080'TO REACH THE STATION FROM THE POST OFFICE IN COLBERT GO NORTH
 DN1080'ON U.S. HIGHWAY 75 FOR ABOUT 100 YARDS TO A CROSS ROAD.  TURN
 DN1080'RIGHT AND GO EAST 1.4 MILES TO A RAILROAD TRACK.  CROSS THE
 DN1080'TRACK AND CONTINUE EAST 3.6 MILES TO AN INTERSECTION.  TURN
 DN1080'LEFT OFF OF THE MAIN ROAD AND GO NORTH ON A GRADED ROAD 0.4
 DN1080'MILE TO A WITNESS POST AND THE STATION ON THE LEFT.
 DN1080'
 DN1080'THE STATION MARK IS A STANDARD DISK STAMPED THIRTEEN 1955
 DN1080'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1080'6 INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTHWEST OF A
 DN1080'WITNESS POST, 4 FEET WEST OF A FENCE LINE, AND 20 FEET WEST OF
 DN1080'THE CENTERLINE OF THE ROAD.
 DN1080'
 DN1080'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED THIRTEEN
 DN1080'NO 1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1080'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST
 DN1080'OF A FENCE LINE, 20 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DN1080'AND 1 FOOT HIGHER THAN THE STATION.
 DN1080'
 DN1080'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED THIRTEEN
 DN1080'NO 2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 DN1080'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3 FEET WEST OF A
 DN1080'FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 DN1080'
 DN1080'THE AZIMUTH MARK IS A STANDARD DISK STAMPED THIRTEEN 1955 SET
 DN1080'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 DN1080'INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A FENCE LINE
 DN1080'AND 18 FEET EAST OF A FENCE CORNER.
 DN1080'
 DN1080'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A
 DN1080'GRADED ROAD 0.2 MILE TO A SMALL FARM HOUSE ON THE RIGHT.
 DN1080'TURN RIGHT THROUGH A GATE AND GO EAST ON A DIM FARM ROAD
 DN1080'0.05 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.
 DN1080
 DN1080                          STATION RECOVERY (1957)
 DN1080
 DN1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1080'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1080'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1080'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0231 ***********************************************************************
 FK0231  DESIGNATION -  THOMAS
 FK0231  PID         -  FK0231
 FK0231  STATE/COUNTY-  OK/CUSTER
 FK0231  COUNTRY     -  US
 FK0231  USGS QUAD   -  FAY (2018)
 FK0231
 FK0231                         *CURRENT SURVEY CONTROL
 FK0231  ______________________________________________________________________
 FK0231* NAD 83(1986) POSITION- 35 45 06.23   (N) 098 44 51.38   (W)   HD_HELD1
 FK0231* NAVD 88 ORTHO HEIGHT -   546.973 (meters)     1794.53  (feet) ADJUSTED
 FK0231  ______________________________________________________________________
 FK0231  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 FK0231  DYNAMIC HEIGHT  -        546.441 (meters)     1792.78  (feet) COMP
 FK0231  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 FK0231
 FK0231  VERT ORDER      -  SECOND    CLASS 0
 FK0231
 FK0231.The horizontal coordinates were determined by differentially corrected
 FK0231.hand held GPS observations or other comparable positioning techniques
 FK0231.and have an estimated accuracy of +/- 3 meters.
 FK0231
 FK0231.The orthometric height was determined by differential leveling and
 FK0231.adjusted by the NATIONAL GEODETIC SURVEY
 FK0231.in June 1991.
 FK0231
 FK0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0231.GEOID18 height accuracy estimate available here.
 FK0231
 FK0231.Click photographs - Photos may exist for this station.
 FK0231
 FK0231.The dynamic height is computed by dividing the NAVD 88
 FK0231.geopotential number by the normal gravity value computed on the
 FK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0231.degrees latitude (g = 980.6199 gals.).
 FK0231
 FK0231.The modeled gravity was interpolated from observed gravity values.
 FK0231
 FK0231;                    North         East    Units  Estimated Accuracy
 FK0231;SPC OK N     -    83,666.9     532,385.1     MT  (+/- 3 meters HH1 GPS) 
 FK0231
 FK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2281856441(NAD 83)
 FK0231
 FK0231                          SUPERSEDED SURVEY CONTROL
 FK0231
 FK0231  NGVD 29 (??/??/92)  546.764  (m)         1793.84   (f) ADJ UNCH    2 0
 FK0231
 FK0231.Superseded values are not recommended for survey control.
 FK0231
 FK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0231.See file dsdata.pdf to determine how the superseded data were derived.
 FK0231
 FK0231_MARKER: DB = BENCH MARK DISK
 FK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0231_STAMPING: THOMAS 1934
 FK0231_MARK LOGO: CGS
 FK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0231+STABILITY: SURFACE MOTION
 FK0231
 FK0231  HISTORY     - Date     Condition        Report By
 FK0231  HISTORY     - 1934     MONUMENTED       CGS
 FK0231  HISTORY     - 1935     GOOD             CGS
 FK0231
 FK0231                          STATION DESCRIPTION
 FK0231
 FK0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0231'AT THOMAS.
 FK0231'AT THOMAS 195 FEET SOUTH OF THOMAS HIGH SCHOOL, 10 FEET SOUTH
 FK0231'OF FOUNTAIN IN CENTER OF SMALL PARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0825 ***********************************************************************
 EM0825  DESIGNATION -  THOMAS
 EM0825  PID         -  EM0825
 EM0825  STATE/COUNTY-  OK/COMANCHE
 EM0825  COUNTRY     -  US
 EM0825  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0825
 EM0825                         *CURRENT SURVEY CONTROL
 EM0825  ______________________________________________________________________
 EM0825* NAD 83(1993) POSITION- 34 43 23.62784(N) 098 32 07.92625(W)   ADJUSTED
 EM0825* NAVD 88 ORTHO HEIGHT -   497.    (meters)     1631.    (feet) SCALED
 EM0825  ______________________________________________________________________
 EM0825  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 EM0825  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 EM0825  HORZ ORDER      -  THIRD
 EM0825
 EM0825.The horizontal coordinates were established by classical geodetic methods
 EM0825.and adjusted by the National Geodetic Survey in November 1994.
 EM0825
 EM0825.The orthometric height was scaled from a topographic map.
 EM0825
 EM0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0825.GEOID18 height accuracy estimate available here.
 EM0825
 EM0825.Click photographs - Photos may exist for this station.
 EM0825
 EM0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0825
 EM0825. The following values were computed from the NAD 83(1993) position.
 EM0825
 EM0825;                    North         East     Units Scale Factor Converg.
 EM0825;SPC OK S     -   154,302.571   550,951.171   MT  0.99993887   -0 18 14.3
 EM0825;SPC OK S     -   506,241.02  1,807,578.97   sFT  0.99993887   -0 18 14.3
 EM0825;UTM  14      - 3,842,449.202   542,525.573   MT  0.99962229   +0 15 52.4
 EM0825
 EM0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0825!SPC OK S     -   0.99992598  x   0.99993887  =   0.99986486
 EM0825!UTM  14      -   0.99992598  x   0.99962229  =   0.99954830
 EM0825
 EM0825:                Primary Azimuth Mark                     Grid Az
 EM0825:SPC OK S     -  PRATT                                    115 17 18.5
 EM0825:UTM  14      -  PRATT                                    114 43 11.8
 EM0825
 EM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4252542449(NAD 83)
 EM0825
 EM0825|---------------------------------------------------------------------|
 EM0825| PID    Reference Object                     Distance      Geod. Az  |
 EM0825|                                                           dddmmss.s |
 EM0825| EM0821 PRATT                               APPROX. 1.1 KM 1145904.2 |
 EM0825|---------------------------------------------------------------------|
 EM0825
 EM0825                          SUPERSEDED SURVEY CONTROL
 EM0825
 EM0825  NAD 83(1986)-  34 43 23.63340(N)    098 32 07.91131(W) AD(       ) 3
 EM0825  NAD 27      -  34 43 23.38800(N)    098 32 06.69800(W) AD(       ) 3
 EM0825
 EM0825.Superseded values are not recommended for survey control.
 EM0825
 EM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0825.See file dsdata.pdf to determine how the superseded data were derived.
 EM0825
 EM0825_MARKER: B = BOLT
 EM0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0825+STABILITY: SURFACE MOTION
 EM0825
 EM0825  HISTORY     - Date     Condition        Report By
 EM0825  HISTORY     - 1945     MONUMENTED       USA
 EM0825  HISTORY     - 20151110 POOR             GEOCAC
 EM0825
 EM0825                          STATION DESCRIPTION
 EM0825
 EM0825'DESCRIBED BY US ARMY 1945
 EM0825'SUMMIT OF FIRST HILL W OF LAKE ELMER THOMAS AND ABOUT ONE
 EM0825'MILE S OF SCENIC HWY.  MARKED BY A 3/4 IN IRON BOLT, THREADED
 EM0825'END UP, EMBEDDED IN CONCRETE, 30.5 FT. SW OF NEAREST TELEPHONE
 EM0825'POLE.  PROJECTS ONE INCH.  THOMAS 623 INSCRIBED IN CEMENT.
 EM0825
 EM0825                          STATION RECOVERY (2015)
 EM0825
 EM0825'RECOVERY NOTE BY GEOCACHING 2015 (MDR)
 EM0825'BOLT STILL PRESENT, BUT THE CONCRETE IS ALMOST ALL CRUMBLED AWAY.
 EM0825'TELEPHONE POLE IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0779 ***********************************************************************
 GH0779  DESIGNATION -  THOMAS
 GH0779  PID         -  GH0779
 GH0779  STATE/COUNTY-  OK/KINGFISHER
 GH0779  COUNTRY     -  US
 GH0779  USGS QUAD   -  LOVELL (2018)
 GH0779
 GH0779                         *CURRENT SURVEY CONTROL
 GH0779  ______________________________________________________________________
 GH0779* NAD 83(1993) POSITION- 36 06 31.72138(N) 097 42 52.99652(W)   ADJUSTED
 GH0779* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0779  ______________________________________________________________________
 GH0779  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 GH0779  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 GH0779  HORZ ORDER      -  THIRD
 GH0779
 GH0779.The horizontal coordinates were established by classical geodetic methods
 GH0779.and adjusted by the National Geodetic Survey in November 1994.
 GH0779
 GH0779.The orthometric height was scaled from a topographic map.
 GH0779
 GH0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0779.GEOID18 height accuracy estimate available here.
 GH0779
 GH0779.Click photographs - Photos may exist for this station.
 GH0779
 GH0779.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0779
 GH0779. The following values were computed from the NAD 83(1993) position.
 GH0779
 GH0779;                    North         East     Units Scale Factor Converg.
 GH0779;SPC OK N     -   123,063.402   625,684.977   MT  0.99994593   +0 10 06.1
 GH0779;SPC OK N     -   403,750.51  2,052,768.13   sFT  0.99994593   +0 10 06.1
 GH0779;UTM  14      - 3,996,782.077   615,682.767   MT  0.99976489   +0 45 27.1
 GH0779
 GH0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0779!SPC OK N     -   0.99995411  x   0.99994593  =   0.99990004
 GH0779!UTM  14      -   0.99995411  x   0.99976489  =   0.99971901
 GH0779
 GH0779:                Primary Azimuth Mark                     Grid Az
 GH0779:SPC OK N     -  THOMAS AZ MK                             038 40 41.0
 GH0779:UTM  14      -  THOMAS AZ MK                             038 05 20.0
 GH0779
 GH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1568296782(NAD 83)
 GH0779
 GH0779|---------------------------------------------------------------------|
 GH0779| PID    Reference Object                     Distance      Geod. Az  |
 GH0779|                                                           dddmmss.s |
 GH0779| CL5544 THOMAS AZ MK                                       0385047.1 |
 GH0779| GH0783 MARSHALL FARMERS COOP ELEV          APPROX. 9.3 KM 0580251.0 |
 GH0779| CL5545 THOMAS RM 1                          14.412 METERS 12152     |
 GH0779| GH0781 LOVELL ELEVATOR                     APPROX. 9.4 KM 1284607.9 |
 GH0779| CL5546 THOMAS RM 2                          12.518 METERS 23236     |
 GH0779|---------------------------------------------------------------------|
 GH0779
 GH0779                          SUPERSEDED SURVEY CONTROL
 GH0779
 GH0779  NAD 83(1986)-  36 06 31.72717(N)    097 42 52.98446(W) AD(       ) 3
 GH0779  NAD 27      -  36 06 31.58977(N)    097 42 51.79624(W) AD(       ) 3
 GH0779
 GH0779.Superseded values are not recommended for survey control.
 GH0779
 GH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0779.See file dsdata.pdf to determine how the superseded data were derived.
 GH0779
 GH0779_MARKER: DS = TRIANGULATION STATION DISK
 GH0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0779_STAMPING: THOMAS 1954
 GH0779_MARK LOGO: CGS
 GH0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0779+STABILITY: SURFACE MOTION
 GH0779
 GH0779  HISTORY     - Date     Condition        Report By
 GH0779  HISTORY     - 1954     MONUMENTED       CGS
 GH0779  HISTORY     - 1967     GOOD             PHILIP
 GH0779
 GH0779                          STATION DESCRIPTION
 GH0779
 GH0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 GH0779'THE STATION IS LOCATED ON LAND OWNED BY MR. J.D. THOMAS.  IT
 GH0779'IS ABOUT 10-1/4 MILES EAST OF HENNESSEY, 2-1/2 MILES SOUTH AND 5
 GH0779'MILES WEST OF MARSHALL, 1/2 MILE SOUTH OF STATE HIGHWAY 51.
 GH0779'IN THE NE 1/4 OF SEC. 22, T 19 N., R 5 W., ON THE HIGHEST
 GH0779'POINT OF A SMALL MOUND IN PASTURE LAND.
 GH0779'
 GH0779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND
 GH0779'74 THAT IS 11-1/4 MILES NORTH OF CRESCENT, GO WEST ON HIGHWAY
 GH0779'51 FOR 7.0 MILES TO A CROSSROADS, TURN LEFT, GO SOUTH FOR 0.5
 GH0779'MILE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE AND
 GH0779'FOLLOW TRACK ROAD WEST FOR 0.2 MILE TO MOUND AND THE STATION
 GH0779'SITE.
 GH0779'
 GH0779'THE STATION MARK IS 26 FEET NORTH OF FENCE LINE, 5 FEET SOUTHEAST
 GH0779'OF A WITNESS POST, THE MARK PROJECTS 2 INCHES AND THE DISK IS
 GH0779'STAMPED THOMAS 1954.
 GH0779'
 GH0779'REFERENCE MARK NO. 1 SOUTHEAST OF THE STATION IS 1 FOOT NORTH
 GH0779'OF A FENCE LINE, THE MARK PROJECTS 4 INCHES AND THE DISK IS
 GH0779'STAMPED THOMAS NO 1 1954.
 GH0779'
 GH0779'REFERENCE MARK NO. 2, 1 FOOT NORTH OF A FENCE LINE, THE MARK
 GH0779'PROJECTS 6 INCHES AND THE DISK IS STAMPED THOMAS NO 2 1954.
 GH0779'
 GH0779'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILES NORTHEAST OF THE
 GH0779'STATION, IS 38 FEET WEST OF CENTER OF DIRT ROAD, 4 FEET NORTH
 GH0779'OF A WITNESS POST, 1 FOOT WEST OF FENCE LINE, THE MARK PROJECTS
 GH0779'3 INCHES AND THE DISK IS STAMPED THOMAS 1954.
 GH0779'
 GH0779'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GH0779
 GH0779                          STATION RECOVERY (1967)
 GH0779
 GH0779'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1967
 GH0779'STATION RECOVERED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0563 ***********************************************************************
 FK0563  DESIGNATION -  THOMAS
 FK0563  PID         -  FK0563
 FK0563  STATE/COUNTY-  OK/CUSTER
 FK0563  COUNTRY     -  US
 FK0563  USGS QUAD   -  ROUGH CREEK (2018)
 FK0563
 FK0563                         *CURRENT SURVEY CONTROL
 FK0563  ______________________________________________________________________
 FK0563* NAD 83(1993) POSITION- 35 45 17.71141(N) 098 50 10.26975(W)   ADJUSTED
 FK0563* NAVD 88 ORTHO HEIGHT -   562.73  (+/-2cm)     1846.2   (feet) VERTCON3
 FK0563  ______________________________________________________________________
 FK0563  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 FK0563  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 FK0563  HORZ ORDER      -  FIRST
 FK0563  VERT ORDER      -  THIRD ? (See Below)
 FK0563
 FK0563.The horizontal coordinates were established by classical geodetic methods
 FK0563.and adjusted by the National Geodetic Survey in November 1994.
 FK0563
 FK0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0563
 FK0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0563.GEOID18 height accuracy estimate available here.
 FK0563
 FK0563.The vertical order pertains to the NGVD 29 superseded value.
 FK0563
 FK0563.Click photographs - Photos may exist for this station.
 FK0563
 FK0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0563
 FK0563. The following values were computed from the NAD 83(1993) position.
 FK0563
 FK0563;                    North         East     Units Scale Factor Converg.
 FK0563;SPC OK N     -    84,086.062   524,376.915   MT  0.99997117   -0 29 36.5
 FK0563;SPC OK N     -   275,872.36  1,720,393.26   sFT  0.99997117   -0 29 36.5
 FK0563;UTM  14      - 3,956,778.407   514,809.715   MT  0.99960270   +0 05 44.6
 FK0563
 FK0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0563!SPC OK N     -   0.99991597  x   0.99997117  =   0.99988714
 FK0563!UTM  14      -   0.99991597  x   0.99960270  =   0.99951871
 FK0563
 FK0563:                Primary Azimuth Mark                     Grid Az
 FK0563:SPC OK N     -  THOMAS AZ MK 2                           266 17 29.5
 FK0563:UTM  14      -  THOMAS AZ MK 2                           265 42 08.4
 FK0563
 FK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1480956778(NAD 83)
 FK0563
 FK0563|---------------------------------------------------------------------|
 FK0563| PID    Reference Object                     Distance      Geod. Az  |
 FK0563|                                                           dddmmss.s |
 FK0563| FK0553 THOMAS MUNICIPAL WATER TANK         APPROX. 7.9 KM 0922313.2 |
 FK0563| CL3399 THOMAS RM 1                          78.696 METERS 09424     |
 FK0563| CL3397 THOMAS AZ MK                                       1430116.5 |
 FK0563| CL3400 THOMAS RM 2                          35.423 METERS 17942     |
 FK0563| CL3401 THOMAS RM 3                          28.712 METERS 18546     |
 FK0563| FK0560 CUSTER MUNICIPAL WATER TANK         APPROX.10.9 KM 2060449.9 |
 FK0563| CL3402 THOMAS RM 4                          41.368 METERS 22633     |
 FK0563| CL3398 THOMAS AZ MK 2                                     2654753.0 |
 FK0563|---------------------------------------------------------------------|
 FK0563
 FK0563                          SUPERSEDED SURVEY CONTROL
 FK0563
 FK0563  NAD 83(1986)-  35 45 17.71346(N)    098 50 10.25578(W) AD(       ) 1
 FK0563  NAD 27      -  35 45 17.53659(N)    098 50 08.93859(W) AD(       ) 1
 FK0563  NGVD 29             562.51   (m)         1845.5    (f) LEVELING    3  
 FK0563
 FK0563.Superseded values are not recommended for survey control.
 FK0563
 FK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0563.See file dsdata.pdf to determine how the superseded data were derived.
 FK0563
 FK0563_MARKER: DS = TRIANGULATION STATION DISK
 FK0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0563_STAMPING: THOMAS 1934
 FK0563_MARK LOGO: CGS
 FK0563_PROJECTION: RECESSED 20 CENTIMETERS
 FK0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0563+STABILITY: SURFACE MOTION
 FK0563
 FK0563  HISTORY     - Date     Condition        Report By
 FK0563  HISTORY     - 1934     MONUMENTED       CGS
 FK0563  HISTORY     - 1956     MARK NOT FOUND   USGS
 FK0563  HISTORY     - 1961     MARK NOT FOUND   USGS
 FK0563  HISTORY     - 1976     GOOD             NGS
 FK0563
 FK0563                          STATION DESCRIPTION
 FK0563
 FK0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FK0563'THE STATION IS LOCATED IN SEC. 19 ON THE 1/2 SECTION LINE, 130 FEET
 FK0563'NORTH OF ITS SECTION LINE IN T15N, R16W, 1 MILE NORTH AND 4-1/2 MILES
 FK0563'WEST OF THE TOWN OF THOMAS.
 FK0563'
 FK0563'TO REACH FROM THE TOWN OF THOMAS, GO NORTH 0.75 MILE (FROM A POINT ON
 FK0563'THE WEST SIDE OF THOMAS WHERE STATE HIGHWAY 33 TURNS SOUTH) TURN WEST
 FK0563'OF CROSSROADS AND GO 4.5 MILES TO TOP OF GRADE AND HOME OF WALTER
 FK0563'JONES.
 FK0563'
 FK0563'THE STATION IS 350 FEET WEST-SOUTHWEST OF MR. JONES HOME 2 FEET EAST
 FK0563'OF NORTH-SOUTH FENCE LINE AND 145 FEET NORTH OF CENTERLINE OF 1/2
 FK0563'SECTION-LINE ROAD SET FLUSH WITH GROUND.
 FK0563'
 FK0563'REFERENCE MARK NO. 1 IS 258.19 FEET FROM STATION, 24 FEET WEST OF
 FK0563'CENTERLINE OF PRIVATE ROAD LEADING TO MR. JONES HOUSE, 110 FEET NORTH
 FK0563'OF EAST-WEST RIGHT-OF-WAY FENCE LINE ALONG NORTH SIDE OF 1/2
 FK0563'SECTION-LINE ROAD, AND PROJECTS 8 INCHES.
 FK0563'
 FK0563'REFERENCE MARK NO. 2 IS 35.423 METERS, 116.22 FEET FROM STATION, 27
 FK0563'FEET NORTH OF CENTERLINE OF ROAD, 3 FEET NORTH OF RIGHT-OF-WAY FENCE
 FK0563'LINE.
 FK0563'
 FK0563'AZIMUTH MARK IS 0.7 MILE SOUTHEAST OF STATION, 27 FEET WEST OF
 FK0563'CENTERLINE OF NORTH-SOUTH ROAD, 1 FOOT NORTH OF NORTH GATE POST OF
 FK0563'GATE ENTERING FIELD.
 FK0563'
 FK0563'TO REACH FROM STATION GO EAST ON 1/2 SECTION-LINE ROAD 0.4 MILE TO
 FK0563'T-ROAD, GO RIGHT (SOUTH) 0.6 MILE TO MARK RIGHT (WEST) IN WEST
 FK0563'RIGHT-OF-WAY FENCE LINE.  MARK SET AS DESCRIBED.
 FK0563'
 FK0563'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FK0563
 FK0563                          STATION RECOVERY (1956)
 FK0563
 FK0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FK0563'STATION WAS NOT FOUND.  REFERENCE MARK NO. 1 DESTROYED, POST
 FK0563'LYING ON GROUND.  REFERENCE MARK NO. 2 DESTROYED, PHYSICAL
 FK0563'SITE LIES IN LARGE DITCH.  AZIMUTH MARK FOUND IN GOOD CONDITION.
 FK0563
 FK0563                          STATION RECOVERY (1961)
 FK0563
 FK0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FK0563'STATION WAS NOT FOUND.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 FK0563'REFERENCE MARK NO. 2 WAS NOT FOUND.  AZIMUTH MARK IS ALL RIGHT.
 FK0563
 FK0563                          STATION RECOVERY (1976)
 FK0563
 FK0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FK0563'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FK0563'AZIMUTH MARK WAS FOUND IN POOR CONDITION.  REFERENCE MARKS 1 AND 2
 FK0563'WERE FOUND TO HAVE BEEN DESTROYED.
 FK0563'
 FK0563'REFERENCE MARKS 3 AND 4, AND A NEW AZIMUTH MARK WERE ESTABLISHED AT
 FK0563'THIS TIME.  A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 FK0563'
 FK0563'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF PUTMAN, 7-1/2 MILES
 FK0563'EAST OF THE INTERSECTION OF U. S. HIGHWAY 183 AND STATE HIGHWAY 47, 7
 FK0563'MILES NORTHEAST OF CUSTER, 5 MILES WEST OF THOMAS AND AT THE WEST EDGE
 FK0563'OF A CULTIVATED FIELD.
 FK0563'
 FK0563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 47 IN
 FK0563'THOMAS, GO WEST AND THEN NORTH ON STATE HIGHWAY 47 FOR 0.8 MILE, TO
 FK0563'WHERE THE HIGHWAY WILL TURN LEFT AND GO WEST.  CONTINUE WEST ON STATE
 FK0563'HIGHWAY 47 FOR 4.6 MILES TO STATION ON THE RIGHT.
 FK0563'
 FK0563'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FK0563'POST, THAT IS ABOUT 8-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 FK0563'STAMPED THOMAS 1934.  IT IS 154 FEET NORTH OF THE CENTER-LINE OF
 FK0563'HIGHWAY, 94 FEET NORTH OF A METAL WITNESS POST, AND 10 FEET EAST OF
 FK0563'THE WEST EDGE OF CULTIVATED FIELD.
 FK0563'
 FK0563'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FK0563'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED THOMAS 1934
 FK0563'NO 3 1976.  IT IS 60 FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 26 FEET
 FK0563'EAST OF THE CENTER OF A FIELD ROAD, 1-FOOT WEST OF A LONE FENCE POST
 FK0563'AND 1.6 FEET EAST OF A METAL WITNESS POST.
 FK0563'
 FK0563'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FK0563'CONCRETE POST, THAT PROJECTS ABOUT 10-INCHES AND IS STAMPED THOMAS
 FK0563'1934 NO 4 1976.  IT IS 64 FEET WEST OF THE CENTER OF FIELD ROAD, 61
 FK0563'FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 2 FEET EAST OF A CONCRETE
 FK0563'RIGHT-OF-WAY POST AND 1-FOOT EAST OF A METAL WITNESS POST.
 FK0563'
 FK0563'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE NORTH END
 FK0563'OF THE EAST HEAD-WALL OF CULVERT AND IS STAMPED THOMAS 1934 1976.  IT
 FK0563'IS 30 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 16 FEET EAST OF THE
 FK0563'CENTER OF A GRAVEL ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 FK0563'ROAD-BED OF HIGHWAY.
 FK0563'
 FK0563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THOMAS 5-MILES WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0698 ***********************************************************************
 GJ0698  DESIGNATION -  THOMAS
 GJ0698  PID         -  GJ0698
 GJ0698  STATE/COUNTY-  OK/ELLIS
 GJ0698  COUNTRY     -  US
 GJ0698  USGS QUAD   -  FARGO NW (2018)
 GJ0698
 GJ0698                         *CURRENT SURVEY CONTROL
 GJ0698  ______________________________________________________________________
 GJ0698* NAD 83(1993) POSITION- 36 27 02.85662(N) 099 38 27.01245(W)   ADJUSTED
 GJ0698* NAVD 88 ORTHO HEIGHT -   715.    (meters)     2346.    (feet) SCALED
 GJ0698  ______________________________________________________________________
 GJ0698  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GJ0698  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 GJ0698  HORZ ORDER      -  SECOND
 GJ0698
 GJ0698.The horizontal coordinates were established by classical geodetic methods
 GJ0698.and adjusted by the National Geodetic Survey in November 1994.
 GJ0698
 GJ0698.The orthometric height was scaled from a topographic map.
 GJ0698
 GJ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0698.GEOID18 height accuracy estimate available here.
 GJ0698
 GJ0698.Click photographs - Photos may exist for this station.
 GJ0698
 GJ0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0698
 GJ0698. The following values were computed from the NAD 83(1993) position.
 GJ0698
 GJ0698;                    North         East     Units Scale Factor Converg.
 GJ0698;SPC OK N     -   162,214.419   452,915.905   MT  0.99995760   -0 58 06.0
 GJ0698;SPC OK N     -   532,198.47  1,485,941.60   sFT  0.99995760   -0 58 06.0
 GJ0698;UTM  14      - 4,034,140.740   442,573.045   MT  0.99964063   -0 22 50.7
 GJ0698
 GJ0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0698!SPC OK N     -   0.99989219  x   0.99995760  =   0.99984979
 GJ0698!UTM  14      -   0.99989219  x   0.99964063  =   0.99953285
 GJ0698
 GJ0698:                Primary Azimuth Mark                     Grid Az
 GJ0698:SPC OK N     -  THOMAS AZ MK                             099 01 19.8
 GJ0698:UTM  14      -  THOMAS AZ MK                             098 26 04.5
 GJ0698
 GJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4257334140(NAD 83)
 GJ0698
 GJ0698|---------------------------------------------------------------------|
 GJ0698| PID    Reference Object                     Distance      Geod. Az  |
 GJ0698|                                                           dddmmss.s |
 GJ0698| GJ0744 FORT SUPPLY MICROWAVE MAST          APPROX.22.3 KM 0032021.5 |
 GJ0698| CL3403 THOMAS AZ MK                                       0980313.8 |
 GJ0698| GJ0690 WOODWARD MUN AIRPORT BEACON         APPROX.11.2 KM 0994046.9 |
 GJ0698| CL3404 THOMAS RM 1                          23.918 METERS 11053     |
 GJ0698| GJ0692 FARGO GRAIN CO WEST ELEVATOR        APPROX. 8.3 KM 1701950.8 |
 GJ0698| GJ0694 FARGO MUNICIPAL WATER TANK          APPROX. 9.0 KM 1705509.5 |
 GJ0698| CL3405 THOMAS RM 2                          50.131 METERS 20837     |
 GJ0698|---------------------------------------------------------------------|
 GJ0698
 GJ0698                          SUPERSEDED SURVEY CONTROL
 GJ0698
 GJ0698  NAD 83(1986)-  36 27 02.86317(N)    099 38 27.00087(W) AD(       ) 2
 GJ0698  NAD 27      -  36 27 02.73105(N)    099 38 25.58258(W) AD(       ) 2
 GJ0698
 GJ0698.Superseded values are not recommended for survey control.
 GJ0698
 GJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0698.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0698
 GJ0698_MARKER: DS = TRIANGULATION STATION DISK
 GJ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0698_STAMPING: THOMAS 1963
 GJ0698_MARK LOGO: CGS
 GJ0698_PROJECTION: FLUSH
 GJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0698+STABILITY: SURFACE MOTION
 GJ0698
 GJ0698  HISTORY     - Date     Condition        Report By
 GJ0698  HISTORY     - 1963     MONUMENTED       CGS
 GJ0698
 GJ0698                          STATION DESCRIPTION
 GJ0698
 GJ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0698'THE STATION IS ABOUT 6 MILES NORTH OF FARGO, 11-1/2 MILES NORTHEAST
 GJ0698'OF GAGE, 14 MILES WEST OF WOODWARD, NEAR THE EAST END AND ON THE
 GJ0698'HIGHEST POINT OF A ROCK RIMMED BUTTE AND ON LAND OWNED BY JOHN
 GJ0698'THOMAS.
 GJ0698'
 GJ0698'TO REACH THE STATION FROM THE MAIN CROSS STREETS IN FARGO, GO NORTH
 GJ0698'ON A PAVED ROAD FOR 4.2 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 GJ0698'NORTH ON A GRADED ROAD FOR 1.0 MILE TO A FARMHOUSE ON THE LEFT.
 GJ0698'CONTINUE NORTH FOR 0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 GJ0698'PASS THROUGH THE GATE AND GO WEST ON A TRACK ROAD FOR 0.5 MILE TO A
 GJ0698'GATE IN A NORTH-SOUTH FENCE AND THE AZIMUTH MARK.  CONTINUE WEST
 GJ0698'FOR 0.7 MILE TO A SADDLE.  TURN SHARP RIGHT AND GO EAST-NORTHEAST
 GJ0698'TO THE HIGHEST POINT AND THE STATION.
 GJ0698'
 GJ0698'THE STATION MARK IS A STANDARD DISK, STAMPED THOMAS 1963, SET IN
 GJ0698'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 GJ0698'IS 3.9 FEET SOUTH OF A WITNESS POST.
 GJ0698'
 GJ0698'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED THOMAS NO 1 1963,
 GJ0698'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP FLUSH WITH
 GJ0698'THE GROUND.  IT IS ON THE EAST SLOPE OF THE BUTTE AND ABOUT 5 FEET
 GJ0698'LOWER THAN THE STATION.
 GJ0698'
 GJ0698'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED THOMAS NO 2 1963,
 GJ0698'CEMENTED IN A DRILL HOLE IN A ROCK LEDGE FORMING THE EAST RIM OF THE
 GJ0698'BUTTE.  IT IS ABOUT 8 FEET LOWER THAN THE STATION.
 GJ0698'
 GJ0698'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED THOMAS 1963, SET IN
 GJ0698'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0698'IS 1.9 FEET NORTH OF A WITNESS POST, 2.1 FEET SOUTHWEST OF A FENCE
 GJ0698'CORNER, 39.9 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 23.2
 GJ0698'FEET NORTH OF A NORTH GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0553 ***********************************************************************
 FK0553  DESIGNATION -  THOMAS MUNICIPAL WATER TANK
 FK0553  PID         -  FK0553
 FK0553  STATE/COUNTY-  OK/CUSTER
 FK0553  COUNTRY     -  US
 FK0553  USGS QUAD   -  FAY (2018)
 FK0553
 FK0553                         *CURRENT SURVEY CONTROL
 FK0553  ______________________________________________________________________
 FK0553* NAD 83(1993) POSITION- 35 45 06.92288(N) 098 44 56.12645(W)   ADJUSTED
 FK0553  ______________________________________________________________________
 FK0553  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 FK0553  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 FK0553  HORZ ORDER      -  THIRD
 FK0553
 FK0553.The horizontal coordinates were established by classical geodetic methods
 FK0553.and adjusted by the National Geodetic Survey in November 1994.
 FK0553
 FK0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0553.GEOID18 height accuracy estimate available here.
 FK0553
 FK0553.Click photographs - Photos may exist for this station.
 FK0553
 FK0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0553
 FK0553. The following values were computed from the NAD 83(1993) position.
 FK0553
 FK0553;                    North         East     Units Scale Factor Converg.
 FK0553;SPC OK N     -    83,689.148   532,265.997   MT  0.99997154   -0 26 31.1
 FK0553;SPC OK N     -   274,570.15  1,746,276.03   sFT  0.99997154   -0 26 31.1
 FK0553;UTM  14      - 3,956,462.720   522,699.564   MT  0.99960635   +0 08 48.1
 FK0553
 FK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE2269956462(NAD 83)
 FK0553
 FK0553                          SUPERSEDED SURVEY CONTROL
 FK0553
 FK0553  NAD 83(1986)-  35 45 06.92435(N)    098 44 56.11354(W) AD(       ) 3
 FK0553  NAD 27      -  35 45 06.73832(N)    098 44 54.80252(W) AD(       ) 3
 FK0553
 FK0553.Superseded values are not recommended for survey control.
 FK0553
 FK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0553.See file dsdata.pdf to determine how the superseded data were derived.
 FK0553
 FK0553_MARKER: 53 = ELEVATED TANK
 FK0553
 FK0553  HISTORY     - Date     Condition        Report By
 FK0553  HISTORY     - 1935     FIRST OBSERVED   CGS
 FK0553
 FK0553                          STATION DESCRIPTION
 FK0553
 FK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FK0553'POINT OBSERVED UPON IS FINIAL, SILVER MUNICIPAL WATER TANK
 FK0553'LOCATED IN THE NORTH PART OF THOMAS.  APPROXIMATELY 125 FEET
 FK0553'HIGH.
 FK0553'
 FK0553'INTERSECTION STATION OBSERVED UPON FROM THOMAS, EISEMAN, DEWEY
 FK0553'AND BURGTORF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0783 ***********************************************************************
 EM0783  DESIGNATION -  THOMPSON
 EM0783  PID         -  EM0783
 EM0783  STATE/COUNTY-  OK/TILLMAN
 EM0783  COUNTRY     -  US
 EM0783  USGS QUAD   -  HOLLISTER NE (2018)
 EM0783
 EM0783                         *CURRENT SURVEY CONTROL
 EM0783  ______________________________________________________________________
 EM0783* NAD 83(1993) POSITION- 34 23 29.40693(N) 098 47 33.36228(W)   ADJUSTED
 EM0783* NAVD 88 ORTHO HEIGHT -   354.1   (meters)     1162.    (feet) VERTCON3
 EM0783  ______________________________________________________________________
 EM0783  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 EM0783  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 EM0783  HORZ ORDER      -  SECOND
 EM0783
 EM0783.The horizontal coordinates were established by classical geodetic methods
 EM0783.and adjusted by the National Geodetic Survey in November 1994.
 EM0783
 EM0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0783
 EM0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0783.GEOID18 height accuracy estimate available here.
 EM0783
 EM0783.Click photographs - Photos may exist for this station.
 EM0783
 EM0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0783
 EM0783. The following values were computed from the NAD 83(1993) position.
 EM0783
 EM0783;                    North         East     Units Scale Factor Converg.
 EM0783;SPC OK S     -   117,661.481   527,118.406   MT  0.99994157   -0 26 59.6
 EM0783;SPC OK S     -   386,027.71  1,729,387.64   sFT  0.99994157   -0 26 59.6
 EM0783;UTM  14      - 3,805,585.811   519,064.583   MT  0.99960448   +0 07 01.7
 EM0783
 EM0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0783!SPC OK S     -   0.99994864  x   0.99994157  =   0.99989021
 EM0783!UTM  14      -   0.99994864  x   0.99960448  =   0.99955314
 EM0783
 EM0783:                Primary Azimuth Mark                     Grid Az
 EM0783:SPC OK S     -  THOMPSON AZ MK                           089 40 07.7
 EM0783:UTM  14      -  THOMPSON AZ MK                           089 06 06.4
 EM0783
 EM0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1906405585(NAD 83)
 EM0783
 EM0783|---------------------------------------------------------------------|
 EM0783| PID    Reference Object                     Distance      Geod. Az  |
 EM0783|                                                           dddmmss.s |
 EM0783| CX8801 THOMPSON AZ MK                                     0891308.1 |
 EM0783| CX8802 THOMPSON RM 1                         7.782 METERS 25838     |
 EM0783| CX8803 THOMPSON RM 2                        27.788 METERS 35612     |
 EM0783|---------------------------------------------------------------------|
 EM0783
 EM0783                          SUPERSEDED SURVEY CONTROL
 EM0783
 EM0783  NAD 83(1986)-  34 23 29.41265(N)    098 47 33.34803(W) AD(       ) 2
 EM0783  NAD 27      -  34 23 29.11600(N)    098 47 32.10000(W) AD(       ) 2
 EM0783  NGVD 29 (07/19/86)  354.0    (m)         1161.     (f) VERT ANG       
 EM0783
 EM0783.Superseded values are not recommended for survey control.
 EM0783
 EM0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0783.See file dsdata.pdf to determine how the superseded data were derived.
 EM0783
 EM0783_MARKER: DS = TRIANGULATION STATION DISK
 EM0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0783_STAMPING: THOMPSON 1948
 EM0783_MARK LOGO: CGS
 EM0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0783+STABILITY: SURFACE MOTION
 EM0783
 EM0783  HISTORY     - Date     Condition        Report By
 EM0783  HISTORY     - 1948     MONUMENTED       CGS
 EM0783  HISTORY     - 1963     GOOD             CGS
 EM0783  HISTORY     - 1974     MARK NOT FOUND   USGS
 EM0783
 EM0783                          STATION DESCRIPTION
 EM0783
 EM0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0783'THE STATION IS LOCATED ABOUT 13 MILES EAST OF FREDERICK
 EM0783'AND 5.5 MILES NORTHEAST OF HOLLISTER ON THE SOUTH SIDE OF
 EM0783'THE RIGHT-OF-WAY OF STATE ROUTE 5.  IT IS ABOUT 300 FEET
 EM0783'EAST-NORTHEAST OF A WHITE FARMHOUSE, 100 FEET EAST OF THE
 EM0783'EAST END OF A GATE, 42 FEET SOUTH OF STATE ROUTE 5, 6.5 FEET
 EM0783'NORTH OF AN EAST-WEST FENCE LINE AND 6.5 FEET NORTH OF A
 EM0783'WITNESS POST.  IT IS STAMPED THOMPSON 1948 AND PROJECTS
 EM0783'5 INCHES.
 EM0783'
 EM0783'REFERENCE MARK NO 1 IS WEST OF THE STATION, 48 FEET SOUTH
 EM0783'OF STATE ROUTE 5, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 EM0783'IT IS STAMPED THOMPSON NO 1 1948 AND PROJECTS 5 INCHES.
 EM0783'
 EM0783'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 49 FEET NORTH
 EM0783'OF THE CENTER OF STATE ROUTE 5, 1 FOOT SOUTH OF AN EAST-WEST
 EM0783'FENCE LINE.  IT IS STAMPED THOMPSON NO 2 1948 AND PROJECTS
 EM0783'4 INCHES.
 EM0783'
 EM0783'THE AZIMUTH MARK IS ABOUT 0.75 MILE EAST OF THE STATION,
 EM0783'40 FEET NORTH OF THE CENTER OF STATE ROUTE 5, 2 FEET WEST
 EM0783'OF A WITNESS POST, 2 FEET SOUTHEAST OF THE EAST END OF A
 EM0783'WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 EM0783'IS STAMPED THOMPSON 1948 AND PROJECTS 4 INCHES.
 EM0783'
 EM0783'TO REACH THE STATION FROM THE POST OFFICE IN CHATTANOOGA,
 EM0783'GO WEST AND SOUTH ON STATE ROUTE 36 FOR 3.15 MILES TO THE
 EM0783'JUNCTION OF STATE ROUTE 36 AND STATE ROUTE 5, TURN RIGHT
 EM0783'AND GO WEST ON STATE ROUTE 5 FOR 5.85 MILES TO THE AZIMUTH
 EM0783'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON STATE ROUTE
 EM0783'5 FOR 0.75 MILE TO THE STATION ON THE SOUTH SIDE OF THE
 EM0783'ROAD AS DESCRIBED.
 EM0783'
 EM0783'A 47 FOOT SIGNAL AT STATION JACK IS VISIBLE AT 4 FEET.
 EM0783'
 EM0783'A 47 FOOT SIGNAL AT STATION LOVELAND IS VISIBLE AT 4 FEET.
 EM0783'
 EM0783'A 47 FOOT SIGNAL AT STATION HOLLISTER IS VISIBLE AT 4 FEET.
 EM0783'
 EM0783'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 EM0783
 EM0783                          STATION RECOVERY (1963)
 EM0783
 EM0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0783'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 EM0783'EXCEPT THE SURFACE STATION MARK, IT HAS BEEN HIT WITH FARM
 EM0783'OR ROAD EQUIPMENT AND TILTED OUT OF POSITION.
 EM0783'
 EM0783'AZIMUTH MARK IS ABOUT 0.85 MILE EAST OF THE STATION, EAST OF
 EM0783'A FARM HOUSE AND 33.0 FEET EAST OF CORNER FENCE POST, THE
 EM0783'CORNER FENCE POST IS AT EAST EDGE OF DRIVEWAY LEADING TO
 EM0783'FARM HOUSE, 3.5 FEET SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE
 EM0783'LINE AND PROJECT 4 INCHES.
 EM0783'
 EM0783'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0783
 EM0783                          STATION RECOVERY (1974)
 EM0783
 EM0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WEK)
 EM0783'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0711 ***********************************************************************
 GG0711  DESIGNATION -  TIFF
 GG0711  PID         -  GG0711
 GG0711  STATE/COUNTY-  OK/OTTAWA
 GG0711  COUNTRY     -  US
 GG0711  USGS QUAD   -  CAYUGA (2018)
 GG0711
 GG0711                         *CURRENT SURVEY CONTROL
 GG0711  ______________________________________________________________________
 GG0711* NAD 83(1997) POSITION- 36 42 12.91704(N) 094 40 28.31472(W)   ADJUSTED
 GG0711* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GG0711  ______________________________________________________________________
 GG0711  GEOID HEIGHT    -        -28.990 (meters)                     GEOID18
 GG0711  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 GG0711  HORZ ORDER      -  FIRST
 GG0711
 GG0711.The horizontal coordinates were established by classical geodetic methods
 GG0711.and adjusted by the National Geodetic Survey in February 2000.
 GG0711
 GG0711.The orthometric height was scaled from a topographic map.
 GG0711
 GG0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0711.GEOID18 height accuracy estimate available here.
 GG0711
 GG0711.Click photographs - Photos may exist for this station.
 GG0711
 GG0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0711
 GG0711. The following values were computed from the NAD 83(1997) position.
 GG0711
 GG0711;                    North         East     Units Scale Factor Converg.
 GG0711;SPC OK N     -   194,111.734   897,089.172   MT  0.99998910   +1 57 45.1
 GG0711;SPC OK N     -   636,848.25  2,943,200.06   sFT  0.99998910   +1 57 45.1
 GG0711;UTM  15      - 4,063,297.841   350,424.254   MT  0.99987564   -1 00 03.6
 GG0711
 GG0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0711!SPC OK N     -   0.99994945  x   0.99998910  =   0.99993855
 GG0711!UTM  15      -   0.99994945  x   0.99987564  =   0.99982510
 GG0711
 GG0711:                Primary Azimuth Mark                     Grid Az
 GG0711:SPC OK N     -  HICKORY                                  251 18 58.9
 GG0711:UTM  15      -  HICKORY                                  254 16 47.6
 GG0711
 GG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5042463297(NAD 83)
 GG0711
 GG0711|---------------------------------------------------------------------|
 GG0711| PID    Reference Object                     Distance      Geod. Az  |
 GG0711|                                                           dddmmss.s |
 GG0711| CI3410 TIFF RM 1                            12.374 METERS 09537     |
 GG0711| CI3411 TIFF RM 2                            13.450 METERS 17642     |
 GG0711| GG0712 HICKORY                             APPROX.16.9 KM 2531644.0 |
 GG0711| GG0728 FAIRLAND SHELL OZARK PLINE TK       APPROX.18.5 KM 2880041.2 |
 GG0711| GG0729 FAIRLAND MUNICIPAL TANK             APPROX.16.4 KM 2883125.5 |
 GG0711| GG0700 WYANDOTTE SENECA INDIAN SCH TK      APPROX.11.8 KM 3363659.1 |
 GG0711| CI3412 TIFF RM 3                            25.567 METERS 34806     |
 GG0711|---------------------------------------------------------------------|
 GG0711
 GG0711                          SUPERSEDED SURVEY CONTROL
 GG0711
 GG0711  NAD 83(1997)-  36 42 12.91769(N)    094 40 28.31429(W) AD(       ) 1
 GG0711  NAD 83(1993)-  36 42 12.92540(N)    094 40 28.31067(W) AD(       ) 1
 GG0711  NAD 83(1986)-  36 42 12.93610(N)    094 40 28.31487(W) AD(       ) 1
 GG0711  NAD 27      -  36 42 12.68860(N)    094 40 27.50330(W) AD(       ) 1
 GG0711
 GG0711.Superseded values are not recommended for survey control.
 GG0711
 GG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0711.See file dsdata.pdf to determine how the superseded data were derived.
 GG0711
 GG0711_MARKER: DS = TRIANGULATION STATION DISK
 GG0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0711_STAMPING: TIFF 1960
 GG0711_MARK LOGO: CGS
 GG0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0711+STABILITY: SURFACE MOTION
 GG0711
 GG0711  HISTORY     - Date     Condition        Report By
 GG0711  HISTORY     - 1960     MONUMENTED       CGS
 GG0711
 GG0711                          STATION DESCRIPTION
 GG0711
 GG0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0711'ABOUT 9-1/2 MILES NORTH OF GROVE OKLAHOMA, ABOUT 4 MILES
 GG0711'NORTHWEST OF TIFF CITY MISSOURI, ABOUT 2-3/4 MILES WEST
 GG0711'OF THE MISSOURI OKLAHOMA STATE LINE, IN THE SOUTHWEST 1/4 OF
 GG0711'SECTION 25, T 26 N, R 24 E. AND ON PROPERTY OWNED BY MR.
 GG0711'WILLIAM C. LEEPER.  IT IS 3 FEET SOUTHWEST OF A WITNESS
 GG0711'POST, 19 FEET NORTH OF A 10 INCH OAK TREE WITH A TRIANGULAR
 GG0711'BLAZE ON ITS EAST SIDE AND 35 FEET EAST OF A 15 INCH OAK
 GG0711'TREE WITH A TRIANGULAR BLAZE ON ITS EAST SIDE.  THE MONUMENT
 GG0711'PROJECTS 5 INCHES AND THE DISK IS STAMPED TIFF 1960.
 GG0711'
 GG0711'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY
 GG0711'60 IN SENECA MISSOURI, GO WESTERLY ON U.S. HIGHWAY 5.9 MILES
 GG0711'TO THE JUNCTION WITH STATE HIGHWAY 10.  TURN LEFT AND GO
 GG0711'SOUTHERLY ON HIGHWAY 10 FOR 6.25 MILES TO A CROSSROAD JUST
 GG0711'NORTH OF A BRIDGE.  TURN LEFT AND GO SOUTHEASTERLY ON A WINDING
 GG0711'GRAVELED ROAD FOR 2.85 MILES TO A SIDE ROAD LEFT.  CONTINUE
 GG0711'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.95 MILE TO THE
 GG0711'TOP OF A HILL AND A DIM TRACK ROAD RIGHT.  TURN RIGHT AND
 GG0711'GO SOUTHWEST ON THE DIM TRACK ROAD FOR 0.1 MILE TO A FORK.
 GG0711'TAKE LEFT FORK AND GO 0.05 MILE.  TURN RIGHT AND GO ABOUT
 GG0711'150 FEET TO TOP OF A HILL AND THE STATION.
 GG0711'
 GG0711'REFERENCE MARK 1 IS 19 FEET SOUTHEAST OF A 12 INCH OAK TREE
 GG0711'AND 38 FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 GG0711'2 INCHES AND THE DISK IS STAMPED TIFF NO 1 1960.
 GG0711'
 GG0711'REFERENCE MARK 2 IS 25 FEET SOUTH OF A 10 INCH OAK TREE,
 GG0711'32 FEET NORTHWEST OF A 24 INCH OAK TREE AND 46 FEET SOUTH
 GG0711'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 GG0711'DISK IS STAMPED TIFF NO 2 1960.
 GG0711'
 GG0711'REFERENCE MARK 3 IS 82 FEET NORTH OF A WITNESS POST AND 2
 GG0711'FEET WEST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 GG0711'AND THE DISK IS STAMPED TIFF NO 3 1960.
 GG0711'
 GG0711'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 GG0711'
 GG0711'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0729 ***********************************************************************
 EM0729  DESIGNATION -  TILL
 EM0729  PID         -  EM0729
 EM0729  STATE/COUNTY-  OK/TILLMAN
 EM0729  COUNTRY     -  US
 EM0729  USGS QUAD   -  WHITES LAKE (2018)
 EM0729
 EM0729                         *CURRENT SURVEY CONTROL
 EM0729  ______________________________________________________________________
 EM0729* NAD 83(1993) POSITION- 34 19 28.86278(N) 098 36 35.13285(W)   ADJUSTED
 EM0729* NAVD 88 ORTHO HEIGHT -   327.7   (meters)     1075.    (feet) VERTCON3
 EM0729  ______________________________________________________________________
 EM0729  GEOID HEIGHT    -        -26.689 (meters)                     GEOID18
 EM0729  LAPLACE CORR    -          4.69  (seconds)                    DEFLEC18
 EM0729  HORZ ORDER      -  THIRD
 EM0729
 EM0729.The horizontal coordinates were established by classical geodetic methods
 EM0729.and adjusted by the National Geodetic Survey in November 1994.
 EM0729
 EM0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0729
 EM0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0729.GEOID18 height accuracy estimate available here.
 EM0729
 EM0729.Click photographs - Photos may exist for this station.
 EM0729
 EM0729.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0729
 EM0729. The following values were computed from the NAD 83(1993) position.
 EM0729
 EM0729;                    North         East     Units Scale Factor Converg.
 EM0729;SPC OK S     -   110,133.219   543,886.130   MT  0.99994614   -0 20 46.0
 EM0729;SPC OK S     -   361,328.74  1,784,399.74   sFT  0.99994614   -0 20 46.0
 EM0729;UTM  14      - 3,798,226.200   535,900.309   MT  0.99961589   +0 13 12.2
 EM0729
 EM0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0729!SPC OK S     -   0.99995275  x   0.99994614  =   0.99989889
 EM0729!UTM  14      -   0.99995275  x   0.99961589  =   0.99956866
 EM0729
 EM0729:                Primary Azimuth Mark                     Grid Az
 EM0729:SPC OK S     -  EMERSON                                  075 15 54.5
 EM0729:UTM  14      -  EMERSON                                  074 41 56.3
 EM0729
 EM0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3590098226(NAD 83)
 EM0729
 EM0729|---------------------------------------------------------------------|
 EM0729| PID    Reference Object                     Distance      Geod. Az  |
 EM0729|                                                           dddmmss.s |
 EM0729| EM0728 EMERSON                             APPROX.10.0 KM 0745508.5 |
 EM0729| CX8819 TILL RM 1                            17.998 METERS 10042     |
 EM0729| CX8818 TILL AZ MK                                         1773742.3 |
 EM0729| CX8820 TILL RM 2                             9.090 METERS 18643     |
 EM0729|---------------------------------------------------------------------|
 EM0729
 EM0729                          SUPERSEDED SURVEY CONTROL
 EM0729
 EM0729  NAD 83(1986)-  34 19 28.86735(N)    098 36 35.11799(W) AD(       ) 3
 EM0729  NAD 27      -  34 19 28.55700(N)    098 36 33.90600(W) AD(       ) 3
 EM0729  NGVD 29 (07/19/86)  327.6    (m)         1075.     (f) VERT ANG       
 EM0729
 EM0729.Superseded values are not recommended for survey control.
 EM0729
 EM0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0729.See file dsdata.pdf to determine how the superseded data were derived.
 EM0729
 EM0729_MARKER: DS = TRIANGULATION STATION DISK
 EM0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0729_STAMPING: TILL 1948
 EM0729_MARK LOGO: CGS
 EM0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0729+STABILITY: SURFACE MOTION
 EM0729
 EM0729  HISTORY     - Date     Condition        Report By
 EM0729  HISTORY     - 1948     MONUMENTED       CGS
 EM0729  HISTORY     - 1963     GOOD             CGS
 EM0729
 EM0729                          STATION DESCRIPTION
 EM0729
 EM0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0729'LOCATED ABOUT 6.5 MILES NORTH AND 4.1 MILES EAST OF GRANDFIELD
 EM0729'ON THE RIGHT-OF-WAY OF THE TILLMAN-COTTON COUNTY LINE ROAD.  IT IS
 EM0729'28 FEET WEST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD,
 EM0729'4 FEET EAST OF THE FENCE LINE, 57 FEET SOUTH OF THE SOUTH
 EM0729'END OF A WIRE GATE, 6 FEET SOUTHEAST OF A WITNESS POST AND
 EM0729'IS JUST EAST OF AN OLD BUILDING.  IT IS STAMPED TILL 1948
 EM0729'AND PROJECTS 4 INCHES.
 EM0729'
 EM0729'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 27
 EM0729'FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF THE
 EM0729'FENCE LINE.  IT IS STAMPED TILL NO 1 1948 AND PROJECTS 3 INCHES.
 EM0729'
 EM0729'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 32
 EM0729'FEET WEST OF THE CENTER OF THE ROAD AND IS IN THE NORTH-SOUTH
 EM0729'FENCE LINE.  IT IS STAMPED TILL NO 2 1948 AND PROJECTS 3 INCHES.
 EM0729'
 EM0729'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 28 FEET
 EM0729'EAST OF THE CENTER OF THE ROAD, 1 FOOT WEST OF THE NORTH-SOUTH
 EM0729'FENCE, 2.5 FEET NORTH OF A WITNESS POST AND 0.1 MILE NORTH
 EM0729'OF A CROSSROAD.  IT IS STAMPED TILL 1948 AND PROJECTS 5 INCHES.
 EM0729'
 EM0729'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EM0729'HIGHWAY 36 AT THE NORTHEAST EDGE OF GRANDFIELD, GO NORTH
 EM0729'ON HIGHWAY 36 FOR 6.2 MILES TO A CROSSROADS AND A SCHOOLHOUSE
 EM0729'IN THE NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT,
 EM0729'EAST, ON DIRT ROAD AND GO 4.1 MILES TO A CROSSROAD.  TURN
 EM0729'LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EM0729'NORTH FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EM0729'
 EM0729'AN 87 FOOT SIGNAL AT EMERSON IS VISIBLE FROM THE GROUND.
 EM0729'
 EM0729'A 4 FOOT SIGNAL AT DEVOL IS VISIBLE FROM THE GROUND.
 EM0729
 EM0729                          STATION RECOVERY (1963)
 EM0729
 EM0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0729'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 EM0729'IN GOOD CONDITION.  THE STATION IS IN THE NE 1/4 OF THE SE
 EM0729'1/4 OF SEC. 1, T. 3 S., R 14 W.
 EM0729'
 EM0729'AZIMUTH MARK HAS BEEN HIT BY ROAD GRADER AND KNOCKED OUT
 EM0729'OF ITS ORIGINAL POSITION.
 EM0729'
 EM0729'THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0835 ***********************************************************************
 EM0835  CBN         -  This is a Cooperative Base Network Control Station.
 EM0835  DESIGNATION -  TILLMAN
 EM0835  PID         -  EM0835
 EM0835  STATE/COUNTY-  OK/TILLMAN
 EM0835  COUNTRY     -  US
 EM0835  USGS QUAD   -  POST OAK CREEK (2018)
 EM0835
 EM0835                         *CURRENT SURVEY CONTROL
 EM0835  ______________________________________________________________________
 EM0835* NAD 83(2011) POSITION- 34 30 26.69653(N) 098 42 34.24430(W)   ADJUSTED
 EM0835* NAD 83(2011) ELLIP HT-   352.551 (meters)        (06/27/12)   ADJUSTED
 EM0835* NAD 83(2011) EPOCH   -  2010.00
 EM0835* NAVD 88 ORTHO HEIGHT -   378.7   (meters)     1242.    (feet) GPS OBS
 EM0835  ______________________________________________________________________
 EM0835  NAVD 88 orthometric height was determined with geoid model    GEOID96
 EM0835  GEOID HEIGHT    -        -26.092 (meters)                     GEOID96
 EM0835  GEOID HEIGHT    -        -26.094 (meters)                     GEOID18
 EM0835  NAD 83(2011) X  -   -796,777.966 (meters)                     COMP
 EM0835  NAD 83(2011) Y  - -5,201,191.999 (meters)                     COMP
 EM0835  NAD 83(2011) Z  -  3,593,169.590 (meters)                     COMP
 EM0835  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 EM0835
 EM0835  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0835  Standards:
 EM0835         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0835            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0835  -------------------------------------------------------------------
 EM0835  NETWORK    2.44   5.33           1.06   0.93   2.72      0.01252693
 EM0835  -------------------------------------------------------------------
 EM0835  Click here for local accuracies and other accuracy information.
 EM0835
 EM0835.The horizontal coordinates were established by GPS observations
 EM0835.and adjusted by the National Geodetic Survey in June 2012.
 EM0835
 EM0835.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0835.been affixed to the stable North American tectonic plate. See 
 EM0835.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0835
 EM0835.The horizontal coordinates are valid at the epoch date displayed above
 EM0835.which is a decimal equivalence of Year/Month/Day.
 EM0835
 EM0835.The orthometric height was determined by GPS observations and a
 EM0835.high-resolution geoid model.
 EM0835
 EM0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0835.GEOID18 height accuracy estimate available here.
 EM0835
 EM0835.Click photographs - Photos may exist for this station.
 EM0835
 EM0835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0835
 EM0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0835
 EM0835.The ellipsoidal height was determined by GPS observations
 EM0835.and is referenced to NAD 83.
 EM0835
 EM0835. The following values were computed from the NAD 83(2011) position.
 EM0835
 EM0835;                    North         East     Units Scale Factor Converg.
 EM0835;SPC OK S     -   130,461.907   534,848.826   MT  0.99993684   -0 24 09.8
 EM0835;SPC OK S     -   428,023.77  1,754,749.86   sFT  0.99993684   -0 24 09.8
 EM0835;UTM  14      - 3,818,457.849   526,665.393   MT  0.99960876   +0 09 52.4
 EM0835
 EM0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0835!SPC OK S     -   0.99994466  x   0.99993684  =   0.99988150
 EM0835!UTM  14      -   0.99994466  x   0.99960876  =   0.99955344
 EM0835
 EM0835:                Primary Azimuth Mark                     Grid Az
 EM0835:SPC OK S     -  TILLMAN AZ MK                            088 26 57.8
 EM0835:UTM  14      -  TILLMAN AZ MK                            087 52 55.6
 EM0835
 EM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2666518457(NAD 83)
 EM0835
 EM0835|---------------------------------------------------------------------|
 EM0835| PID    Reference Object                     Distance      Geod. Az  |
 EM0835|                                                           dddmmss.s |
 EM0835| EM0839 CACHE MUNICIPAL TANK                APPROX.15.4 KM 0282405.8 |
 EM0835| CX8824 TILLMAN AZ MK                                      0880248.0 |
 EM0835| EM0834 TT 25 C 28                           22.930 METERS 09135     |
 EM0835| CX8826 TILLMAN RM 2                         10.905 METERS 26551     |
 EM0835| EM0831 INDIAHOMA CHICKASHA COTTON STK      APPROX.13.0 KM 3440732.6 |
 EM0835| CX8825 TILLMAN RM 1                         21.678 METERS 35836     |
 EM0835|---------------------------------------------------------------------|
 EM0835
 EM0835                          SUPERSEDED SURVEY CONTROL
 EM0835
 EM0835  NAD 83(2007)-  34 30 26.69653(N)    098 42 34.24491(W) AD(2002.00) 0
 EM0835  ELLIP H (02/10/07)  352.560  (m)                       GP(2002.00)    
 EM0835  ELLIP H (04/16/01)  352.569  (m)                       GP(       ) 4 2
 EM0835  NAD 83(1993)-  34 30 26.69646(N)    098 42 34.24482(W) AD(       ) B
 EM0835  ELLIP H (05/09/94)  352.616  (m)                       GP(       ) 4 2
 EM0835  NAD 83(1986)-  34 30 26.70488(N)    098 42 34.22666(W) AD(       ) 3
 EM0835  NAD 27      -  34 30 26.42300(N)    098 42 32.98000(W) AD(       ) 3
 EM0835  NAVD 88 (01/13/95)  378.7    (m)  UNKNOWN  model used  GPS OBS        
 EM0835  NAVD 88 (05/09/94)  378.7    (m)  GEOID93  model used  GPS OBS        
 EM0835  NGVD 29 (07/19/86)  378.7    (m)         1242.     (f) VERT ANG       
 EM0835
 EM0835.Superseded values are not recommended for survey control.
 EM0835
 EM0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0835.See file dsdata.pdf to determine how the superseded data were derived.
 EM0835
 EM0835_MARKER: DS = TRIANGULATION STATION DISK
 EM0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0835_STAMPING: TILLMAN 1948
 EM0835_MARK LOGO: CGS
 EM0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0835+STABILITY: SURFACE MOTION
 EM0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0835+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2009
 EM0835
 EM0835  HISTORY     - Date     Condition        Report By
 EM0835  HISTORY     - 1948     MONUMENTED       CGS
 EM0835  HISTORY     - 1948     GOOD             CGS
 EM0835  HISTORY     - 1963     GOOD             CGS
 EM0835  HISTORY     - 19930407 GOOD             NGS
 EM0835  HISTORY     - 20090423 GOOD             INDIV
 EM0835
 EM0835                          STATION DESCRIPTION
 EM0835
 EM0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0835'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF
 EM0835'CHATTANOOGA ON THE RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.
 EM0835'IT IS 35 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET NORTH
 EM0835'OF AN EAST-WEST FENCE LINE AND 5.8 FEET EAST-NORTHEAST OF A
 EM0835'WITNESS POST.  IT IS STAMPED TILLMAN 1948 AND PROJECTS 4 INCHES.
 EM0835'
 EM0835'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF THE CENTER OF AN
 EM0835'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 EM0835'LINE.  IT IS STAMPED TILLMAN NO 1 1948 AND PROJECTS 3 INCHES.
 EM0835'
 EM0835'REFERENCE MARK NO. 2 IS 37 FEET SOUTH OF THE CENTER OF AN
 EM0835'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 EM0835'IT IS STAMPED TILLMAN NO 2 1948 AND PROJECTS 6 INCHES.
 EM0835'
 EM0835'CONSERVATION COMMISSION OF OKLAHOMA STATE SURVEY B.M. NO.
 EM0835'25C28TT 1936 IS 35 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 EM0835'DIRT ROAD AND 2.5 FEET NORTHWEST OF A FENCE CORNER.  IT IS
 EM0835'A BRONZE DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 EM0835'POST PROJECTING 5 INCHES.  IT IS STAMPED 25C28TT 1936.
 EM0835'
 EM0835'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF AN EAST-WEST
 EM0835'DIRT ROAD, 33 FEET EAST OF A NORTH-SOUTH DIRT ROAD, 4 FEET
 EM0835'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 EM0835'AND 2.2 FEET WEST OF A WITNESS POST.  IT IS STAMPED TILLMAN
 EM0835'1948 AND PROJECTS 3 INCHES.
 EM0835'
 EM0835'TO REACH THE STATION FROM THE POST OFFICE IN CHATTANOOGA,
 EM0835'GO EAST ON STATE HIGHWAY 36 FOR 0.75 MILE TO A CROSSROADS,
 EM0835'TURN LEFT, NORTH, AND GO 6 MILES TO A T INTERSECTION TURN LEFT,
 EM0835'WEST, AND GO 3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 EM0835'DESCRIBED.  CONTINUE WEST FOR 0.35 MILE TO THE STATION ON THE
 EM0835'LEFT AS DESCRIBED.
 EM0835'
 EM0835'A 47 FOOT SIGNAL AT JACK IS VISIBLE AT 4 FEET.
 EM0835'
 EM0835'A 74 FOOT SIGNAL AT HOMA IS VISIBLE AT 4 FEET.
 EM0835
 EM0835                          STATION RECOVERY (1948)
 EM0835
 EM0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 EM0835'RECOVERED IN GOOD CONDITION.
 EM0835
 EM0835                          STATION RECOVERY (1963)
 EM0835
 EM0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0835'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0835'IT IS AT THE COMANCHE-TILLMAN COUNTY LINE, IN THE NW 1/4
 EM0835'OF SEC. 6, T. 1 S., R. 14 W.  THE FENCE LINE USED AS REFERENCE TO
 EM0835'THE LOCATION OF THE STATION, REFERENCE MARK NUMBER TWO AND
 EM0835'TT 25C28 HAS BEEN REMOVED AND THE AREA BEING FARMED TO EDGE
 EM0835'OF THE ROAD BED, MARKS ARE ON ROAD RIGHT-OF-WAY AND BEING
 EM0835'FARMED AROUND, ALL OF THESE MARKS PROJECT ABOUT THE SAME
 EM0835'AS DESCRIBED IN 1948.
 EM0835'
 EM0835'R.M. NO. 1 IS UNDER THE EAST-WEST FENCE LINE ON THE NORTH
 EM0835'SIDE OF THE ROAD AND LEVEL WITH GROUND SURFACE.  AZIMUTH
 EM0835'MARK FOUND AS DESCRIBED IN 1948.
 EM0835'
 EM0835'THE 1948 DESCRIPTION TO REACH THE STATION FROM THE POST OFFICE
 EM0835'IN CHATTANOOGA WAS NOT CHECKED.
 EM0835
 EM0835                          STATION RECOVERY (1993)
 EM0835
 EM0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EM0835'STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTH-SOUTHWEST OF CACHE, 10
 EM0835'KM (6.20 MI) NORTHWEST OF CHATTANOOGA, ABOUT 400 M (1312.3 FT)
 EM0835'EAST-NORTHEAST OF TILLMAN COUNTY STANDPIPES 1 AND 2, ON THE SOUTH SIDE
 EM0835'OF THE TILLMAN-COMANCHE COUNTY LINE, ALONG A PAVED ROAD, ON THE
 EM0835'RIGHT-OF-WAY, ADJACENT TO A PASTURE, IN THE NORTHWEST 1/4 OF SECTION
 EM0835'6, T 1 S, R 14 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EM0835'TO REACH FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAY 62 AND STATE
 EM0835'HIGHWAY 115, ABOUT 2 KM (1.25 MI) NORTH OF CACHE, GO SOUTH ON COUNTY
 EM0835'MAINTAINED PAVED ROAD (8TH AVENUE) FOR 8.72 KM (5.40 MI) TO AN
 EM0835'ELECTRIC SUBSTATION ON THE RIGHT. CONTINUE SOUTH FOR 5.91 KM
 EM0835'(3.65 MI) TO A FORK.  BEAR RIGHT ON COUNTY ROAD, SOUTHWEST, FOR 0.99
 EM0835'KM (0.60 MI) TO A FORK.  BEAR RIGHT, WEST, ON PAVED ROAD FOR 6.13 KM
 EM0835'(3.80 MI) TO HIGH GROUND AND STATION ON THE LEFT JUST PAST A BROWN,
 EM0835'WOOD HOUSE ON THE LEFT.
 EM0835'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 EM0835'PROJECTING 15 CM ABOVE GROUND.  IT IS 10.8 M (35.4 FT) SOUTH OF, AND
 EM0835'LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS
 EM0835'WITNESS POST, 1.3 M (4.3 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 1.1 M
 EM0835'(3.6 FT) EAST OF A METAL WITNESS POST, 1.1 M (3.6 FT) SOUTH OF A
 EM0835'METAL WITNESS POST, 1.0 M (3.3 FT) WEST OF A METAL WITNESS POST, 23.8
 EM0835'M (78.1 FT) WEST OF A BRACED PIPE FENCE CORNER POST, AND 29.5 M
 EM0835'(96.8 FT) SOUTHEAST OF A UTILITY POLE ACROSS THE ROAD.
 EM0835
 EM0835                          STATION RECOVERY (2009)
 EM0835
 EM0835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0835'MARK, RM 2 AND TT25 C RECOVERED. RM1 AND AZIMUTH COULD NOT BE LOCATED.
 EM0835'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0989 ***********************************************************************
 FJ0989  DESIGNATION -  TINKER
 FJ0989  PID         -  FJ0989
 FJ0989  STATE/COUNTY-  OK/OKLAHOMA
 FJ0989  COUNTRY     -  US
 FJ0989  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0989
 FJ0989                         *CURRENT SURVEY CONTROL
 FJ0989  ______________________________________________________________________
 FJ0989* NAD 83(1993) POSITION- 35 25 05.92082(N) 097 23 00.74591(W)   ADJUSTED
 FJ0989* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 FJ0989  ______________________________________________________________________
 FJ0989  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 FJ0989  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 FJ0989  HORZ ORDER      -  FIRST
 FJ0989
 FJ0989.The horizontal coordinates were established by classical geodetic methods
 FJ0989.and adjusted by the National Geodetic Survey in November 1994.
 FJ0989
 FJ0989.The orthometric height was scaled from a topographic map.
 FJ0989
 FJ0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0989.GEOID18 height accuracy estimate available here.
 FJ0989
 FJ0989.Click photographs - Photos may exist for this station.
 FJ0989
 FJ0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0989
 FJ0989. The following values were computed from the NAD 83(1993) position.
 FJ0989
 FJ0989;                    North         East     Units Scale Factor Converg.
 FJ0989;SPC OK N     -    46,591.062   655,988.879   MT  1.00003024   +0 21 49.7
 FJ0989;SPC OK N     -   152,857.51  2,152,190.18   sFT  1.00003024   +0 21 49.7
 FJ0989;SPC OK S     -   231,455.366   655,989.554   MT  1.00004179   +0 20 59.7
 FJ0989;SPC OK S     -   759,366.48  2,152,192.40   sFT  1.00004179   +0 20 59.7
 FJ0989;UTM  14      - 3,920,633.752   646,756.444   MT  0.99986542   +0 56 13.1
 FJ0989
 FJ0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0989!SPC OK N     -   0.99994363  x   1.00003024  =   0.99997387
 FJ0989!SPC OK S     -   0.99994363  x   1.00004179  =   0.99998542
 FJ0989!UTM  14      -   0.99994363  x   0.99986542  =   0.99980906
 FJ0989
 FJ0989:                Primary Azimuth Mark                     Grid Az
 FJ0989:SPC OK N     -  TINKER AZ MK                             178 28 34.1
 FJ0989:SPC OK S     -  TINKER AZ MK                             178 29 24.1
 FJ0989:UTM  14      -  TINKER AZ MK                             177 54 10.7
 FJ0989
 FJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4675620633(NAD 83)
 FJ0989
 FJ0989|---------------------------------------------------------------------|
 FJ0989| PID    Reference Object                     Distance      Geod. Az  |
 FJ0989|                                                           dddmmss.s |
 FJ0989| CL5560 TINKER RM 1                          23.234 METERS 07705     |
 FJ0989| FJ0991 TINKER AFB RADAR ANTENNA            392.385 METERS 10824     |
 FJ0989| FJ0968 AIRPORT BCN TINKER AFB              APPROX. 1.4 KM 1351149.4 |
 FJ0989| CL5559 TINKER AZ MK                                       1785023.8 |
 FJ0989| CL5561 TINKER RM 2                          25.844 METERS 17910     |
 FJ0989|---------------------------------------------------------------------|
 FJ0989
 FJ0989                          SUPERSEDED SURVEY CONTROL
 FJ0989
 FJ0989  NAD 83(1986)-  35 25 05.92691(N)    097 23 00.72854(W) AD(       ) 1
 FJ0989  NAD 27      -  35 25 05.69962(N)    097 22 59.60525(W) AD(       ) 1
 FJ0989
 FJ0989.Superseded values are not recommended for survey control.
 FJ0989
 FJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0989.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0989
 FJ0989_MARKER: DS = TRIANGULATION STATION DISK
 FJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0989_STAMPING: TINKER 1955
 FJ0989_MARK LOGO: CGS
 FJ0989_PROJECTION: FLUSH
 FJ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0989+STABILITY: SURFACE MOTION
 FJ0989
 FJ0989  HISTORY     - Date     Condition        Report By
 FJ0989  HISTORY     - 1955     MONUMENTED       CGS
 FJ0989  HISTORY     - 1959     GOOD             CGS
 FJ0989  HISTORY     - 1974     GOOD             NGS
 FJ0989
 FJ0989                          STATION DESCRIPTION
 FJ0989
 FJ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0989'THE STATION IS LOCATED ON TINKER AIR FORCE BASE ABOUT 1
 FJ0989'MILE EAST AND 1 MILE SOUTH OF THE POST OFFICE IN MIDWEST
 FJ0989'CITY, ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE MAIN CONTROL
 FJ0989'TOWER, AND ABOUT 0.3 MILE NORTHWEST OF THE FLIGHT TEST BRANCH
 FJ0989'BUILDING.
 FJ0989'
 FJ0989'TO REACH FROM THE POST OFFICE IN MIDWEST CITY GO EAST ON SE
 FJ0989'29 TH STREET FOR 0.6 MILE TO AN ENTRANCE GATE AT TINKER FIELD
 FJ0989'ON THE RIGHT, TURN RIGHT (SOUTH) THROUGH ENTRANCE FOR 0.1
 FJ0989'MILE TO 5 TH STREET ON THE BASE, TURN LEFT (EAST) ON 5TH
 FJ0989'STREET FOR 0.15 MILE WHERE PAVING ENDS AND A GRAVEL ROAD ANGLES
 FJ0989'RIGHT ACROSS THE FIELD, CONTINUE ON GRAVEL ROAD FOR 0.15
 FJ0989'MILE TO A NORTH-SOUTH RUNWAY, TURN RIGHT ON RUNWAY FOR 0.4
 FJ0989'MILE TO A CROSSING TAXI STRIP, CONTINUE SOUTH ALONG THE
 FJ0989'RUNWAY FOR 0.6 MILE TO THE INTERSECTION WITH AN EAST-WEST
 FJ0989'RUNWAY AND STATION IN THE NORTHWEST ANGLE.
 FJ0989'
 FJ0989'THE STATION MARK IS 318 FEET WEST OF THE WEST EDGE OF A
 FJ0989'NORTH-SOUTH RUNWAY, 253 FEET NORTH OF THE NORTH EDGE OF
 FJ0989'AN EAST-WEST RUNWAY, 76 FEET EAST OF THE SOUTHEAST CORNER
 FJ0989'OF A RADAR DIRECTIVE CONTROL UNIT, AND 4 FEET SOUTHWEST OF
 FJ0989'A WITNESS POST.  THE MARK IS LEVEL WITH THE SURFACE OF THE
 FJ0989'GROUND AND IS STAMPED TINKER 1955.
 FJ0989'
 FJ0989'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 214 FEET WEST
 FJ0989'OF THE WEST EDGE OF THE NORTH-SOUTH RUNWAY.  THE MARK IS
 FJ0989'LEVEL WITH THE SURFACE OF THE GROUND AND IS STAMPED TINKER NO
 FJ0989'1 1955.
 FJ0989'
 FJ0989'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 165 FEET NORTH
 FJ0989'OF THE NORTH EDGE OF THE EAST-WEST RUNWAY AND 2 FEET NORTHWEST
 FJ0989'OF A WITNESS POST.  THE MARK IS LEVEL WITH THE SURFACE OF THE
 FJ0989'GROUND AND IS STAMPED TINKER NO 2 1955.
 FJ0989'
 FJ0989'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE SOUTH OF THE STATION,
 FJ0989'IS 129 FEET EAST OF A CYLINDRICAL CONCRETE STRUCTURE UNDER
 FJ0989'CONSTRUCTION AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS
 FJ0989'LEVEL WITH THE SURFACE OF THE GROUND AND IS STAMPED TINKER
 FJ0989'1955.
 FJ0989'
 FJ0989'THE BASE ENGINEER SHOULD BE CONTACTED BEFORE A RECOVERY OF THIS
 FJ0989'STATION IS MADE, SINCE CONSTRUCTION IN THE AREA MAY ALTER
 FJ0989'THIS DESCRIPTION.
 FJ0989'
 FJ0989'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FJ0989
 FJ0989                          STATION RECOVERY (1959)
 FJ0989
 FJ0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ0989'THE STATION, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 FJ0989'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 FJ0989'DESCRIPTION IS ADEQUATE EXCEPT THAT 253 FEET NORTH OF AN
 FJ0989'EAST-WEST RUNWAY SHOULD READ 253 FEET NORTH OF AN EAST-WEST
 FJ0989'TAXIWAY, AND THE RADAR DIRECTION CONTROL UNIT LOCATED 76
 FJ0989'FEET WEST OF THE STATION HAS BEEN REMOVED.
 FJ0989
 FJ0989                          STATION RECOVERY (1974)
 FJ0989
 FJ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 FJ0989'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 FJ0989'DESCRIBED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT SEARCHED
 FJ0989'FOR.
 FJ0989'
 FJ0989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TINKER AIR
 FJ0989'FORCE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0998 ***********************************************************************
 FJ0998  DESIGNATION -  TINKER AFB CONTROL TOWER
 FJ0998  PID         -  FJ0998
 FJ0998  STATE/COUNTY-  OK/OKLAHOMA
 FJ0998  COUNTRY     -  US
 FJ0998  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0998
 FJ0998                         *CURRENT SURVEY CONTROL
 FJ0998  ______________________________________________________________________
 FJ0998* NAD 83(1993) POSITION- 35 25 34.11218(N) 097 23 15.18715(W)   ADJUSTED
 FJ0998  ______________________________________________________________________
 FJ0998  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 FJ0998  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 FJ0998  HORZ ORDER      -  THIRD
 FJ0998
 FJ0998.The horizontal coordinates were established by classical geodetic methods
 FJ0998.and adjusted by the National Geodetic Survey in November 1994.
 FJ0998
 FJ0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0998.GEOID18 height accuracy estimate available here.
 FJ0998
 FJ0998.Click photographs - Photos may exist for this station.
 FJ0998
 FJ0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0998
 FJ0998. The following values were computed from the NAD 83(1993) position.
 FJ0998
 FJ0998;                    North         East     Units Scale Factor Converg.
 FJ0998;SPC OK N     -    47,457.593   655,619.070   MT  1.00002848   +0 21 41.2
 FJ0998;SPC OK N     -   155,700.45  2,150,976.90   sFT  1.00002848   +0 21 41.2
 FJ0998;SPC OK S     -   232,321.998   655,619.949   MT  1.00004379   +0 20 51.5
 FJ0998;SPC OK S     -   762,209.76  2,150,979.78   sFT  1.00004379   +0 20 51.5
 FJ0998;UTM  14      - 3,921,496.398   646,378.045   MT  0.99986405   +0 56 05.4
 FJ0998
 FJ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4637821496(NAD 83)
 FJ0998
 FJ0998                          SUPERSEDED SURVEY CONTROL
 FJ0998
 FJ0998  NAD 83(1986)-  35 25 34.11820(N)    097 23 15.16904(W) AD(       ) 3
 FJ0998  NAD 27      -  35 25 33.89481(N)    097 23 14.04241(W) AD(       ) 3
 FJ0998
 FJ0998.Superseded values are not recommended for survey control.
 FJ0998
 FJ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0998.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0998
 FJ0998_MARKER: 55 = TOWER
 FJ0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0998+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ0998
 FJ0998  HISTORY     - Date     Condition        Report By
 FJ0998  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0998  HISTORY     - 1959     GOOD             CGS
 FJ0998  HISTORY     - 1974     GOOD             NGS
 FJ0998  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0998
 FJ0998                          STATION DESCRIPTION
 FJ0998
 FJ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0998'THE STATION IS THE CUPOLA IN THE CENTER OF THE TOP OF THE
 FJ0998'GREEN GLASS ENCLOSED CONTROL ROOM ATOP THE MAIN HANGER AT THE
 FJ0998'EAST SIDE OF TINKER AIR FORCE BASE.
 FJ0998
 FJ0998                          STATION RECOVERY (1959)
 FJ0998
 FJ0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 FJ0998'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 FJ0998'BY O.S.R. IN 1957.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 FJ0998
 FJ0998                          STATION RECOVERY (1974)
 FJ0998
 FJ0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 FJ0998'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW
 FJ0998'CONTROL TOWER HAS BEEN CONSTRUCTED AT TINKER AND THIS ONE ABANDONED.
 FJ0998'
 FJ0998'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TINKER AIR FORCE
 FJ0998'BASE.
 FJ0998
 FJ0998                          STATION RECOVERY (2009)
 FJ0998
 FJ0998'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 FJ0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0999 ***********************************************************************
 FJ0999  DESIGNATION -  TINKER AFB RACON ANTENNA
 FJ0999  PID         -  FJ0999
 FJ0999  STATE/COUNTY-  OK/OKLAHOMA
 FJ0999  COUNTRY     -  US
 FJ0999  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0999
 FJ0999                         *CURRENT SURVEY CONTROL
 FJ0999  ______________________________________________________________________
 FJ0999* NAD 83(1993) POSITION- 35 26 55.67651(N) 097 24 18.04211(W)   ADJUSTED
 FJ0999  ______________________________________________________________________
 FJ0999  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 FJ0999  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 FJ0999  HORZ ORDER      -  THIRD
 FJ0999
 FJ0999.The horizontal coordinates were established by classical geodetic methods
 FJ0999.and adjusted by the National Geodetic Survey in November 1994.
 FJ0999
 FJ0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0999.GEOID18 height accuracy estimate available here.
 FJ0999
 FJ0999.Click photographs - Photos may exist for this station.
 FJ0999
 FJ0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0999
 FJ0999. The following values were computed from the NAD 83(1993) position.
 FJ0999
 FJ0999;                    North         East     Units Scale Factor Converg.
 FJ0999;SPC OK N     -    49,961.488   654,018.092   MT  1.00002348   +0 21 04.1
 FJ0999;SPC OK N     -   163,915.32  2,145,724.36   sFT  1.00002348   +0 21 04.1
 FJ0999;SPC OK S     -   234,826.325   654,019.533   MT  1.00004969   +0 20 15.8
 FJ0999;SPC OK S     -   770,426.03  2,145,729.08   sFT  1.00004969   +0 20 15.8
 FJ0999;UTM  14      - 3,923,983.725   644,752.343   MT  0.99985822   +0 55 30.8
 FJ0999
 FJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4475223983(NAD 83)
 FJ0999
 FJ0999                          SUPERSEDED SURVEY CONTROL
 FJ0999
 FJ0999  NAD 83(1986)-  35 26 55.68284(N)    097 24 18.02427(W) AD(       ) 3
 FJ0999  NAD 27      -  35 26 55.46276(N)    097 24 16.89312(W) AD(       ) 3
 FJ0999
 FJ0999.Superseded values are not recommended for survey control.
 FJ0999
 FJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0999.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0999
 FJ0999_MARKER: 92 = ANTENNA ON ROOF
 FJ0999
 FJ0999  HISTORY     - Date     Condition        Report By
 FJ0999  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ0999
 FJ0999                          STATION DESCRIPTION
 FJ0999
 FJ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ0999'THE STATION IS THE ANTENNA ATOP THE TALLEST AND CENTER ONE OF
 FJ0999'FIVE RED AND WHITE PAINTED WOODEN POLES, LOCATED IN THE
 FJ0999'SOUTHEAST ANGLE OF THE INTERSECTION OF AIR DEPOT ROAD AND SE
 FJ0999'15TH STREET AT THE NORTH EDGE OF MIDWEST CITY.
 FJ0999'
 FJ0999'THE INSTALLATION IS OWNED AND OPERATED BY TINKER FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0993 ***********************************************************************
 FJ0993  DESIGNATION -  TINKER AFB S TANK OF TWO
 FJ0993  PID         -  FJ0993
 FJ0993  STATE/COUNTY-  OK/OKLAHOMA
 FJ0993  COUNTRY     -  US
 FJ0993  USGS QUAD   -  MIDWEST CITY (2018)
 FJ0993
 FJ0993                         *CURRENT SURVEY CONTROL
 FJ0993  ______________________________________________________________________
 FJ0993* NAD 83(1993) POSITION- 35 26 03.47333(N) 097 23 38.93336(W)   ADJUSTED
 FJ0993  ______________________________________________________________________
 FJ0993  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 FJ0993  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 FJ0993  HORZ ORDER      -  THIRD
 FJ0993
 FJ0993.The horizontal coordinates were established by classical geodetic methods
 FJ0993.and adjusted by the National Geodetic Survey in November 1994.
 FJ0993
 FJ0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0993.GEOID18 height accuracy estimate available here.
 FJ0993
 FJ0993.Click photographs - Photos may exist for this station.
 FJ0993
 FJ0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0993
 FJ0993. The following values were computed from the NAD 83(1993) position.
 FJ0993
 FJ0993;                    North         East     Units Scale Factor Converg.
 FJ0993;SPC OK N     -    48,358.724   655,014.404   MT  1.00002666   +0 21 27.2
 FJ0993;SPC OK N     -   158,656.91  2,148,993.09   sFT  1.00002666   +0 21 27.2
 FJ0993;SPC OK S     -   233,223.290   655,015.489   MT  1.00004590   +0 20 38.0
 FJ0993;SPC OK S     -   765,166.74  2,148,996.65   sFT  1.00004590   +0 20 38.0
 FJ0993;UTM  14      - 3,922,391.284   645,764.490   MT  0.99986184   +0 55 52.3
 FJ0993
 FJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4576422391(NAD 83)
 FJ0993
 FJ0993                          SUPERSEDED SURVEY CONTROL
 FJ0993
 FJ0993  NAD 83(1986)-  35 26 03.48037(N)    097 23 38.91751(W) AD(       ) 3
 FJ0993  NAD 27      -  35 26 03.27070(N)    097 23 37.80700(W) AD(       ) 3
 FJ0993
 FJ0993.Superseded values are not recommended for survey control.
 FJ0993
 FJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0993.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0993
 FJ0993_MARKER: 51 = TANK
 FJ0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0993+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 FJ0993
 FJ0993  HISTORY     - Date     Condition        Report By
 FJ0993  HISTORY     - 1961     FIRST OBSERVED   CGS
 FJ0993  HISTORY     - 20090419 GOOD             GEOCAC
 FJ0993
 FJ0993                          STATION DESCRIPTION
 FJ0993
 FJ0993'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0871 ***********************************************************************
 EM0871  DESIGNATION -  TIP
 EM0871  PID         -  EM0871
 EM0871  STATE/COUNTY-  OK/TILLMAN
 EM0871  COUNTRY     -  US
 EM0871  USGS QUAD   -  TIPTON SE (2018)
 EM0871
 EM0871                         *CURRENT SURVEY CONTROL
 EM0871  ______________________________________________________________________
 EM0871* NAD 83(1993) POSITION- 34 30 26.24904(N) 099 06 13.23479(W)   ADJUSTED
 EM0871* NAVD 88 ORTHO HEIGHT -   424.9   (meters)     1394.    (feet) VERTCON3
 EM0871  ______________________________________________________________________
 EM0871  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 EM0871  LAPLACE CORR    -          4.92  (seconds)                    DEFLEC18
 EM0871  HORZ ORDER      -  THIRD
 EM0871
 EM0871.The horizontal coordinates were established by classical geodetic methods
 EM0871.and adjusted by the National Geodetic Survey in November 1994.
 EM0871
 EM0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0871
 EM0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0871.GEOID18 height accuracy estimate available here.
 EM0871
 EM0871.Click photographs - Photos may exist for this station.
 EM0871
 EM0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0871
 EM0871. The following values were computed from the NAD 83(1993) position.
 EM0871
 EM0871;                    North         East     Units Scale Factor Converg.
 EM0871;SPC OK S     -   130,773.194   498,655.633   MT  0.99993684   -0 37 35.3
 EM0871;SPC OK S     -   429,045.05  1,636,006.02   sFT  0.99993684   -0 37 35.3
 EM0871;UTM  14      - 3,818,410.649   490,483.003   MT  0.99960112   -0 03 31.4
 EM0871
 EM0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0871!SPC OK S     -   0.99993757  x   0.99993684  =   0.99987441
 EM0871!UTM  14      -   0.99993757  x   0.99960112  =   0.99953871
 EM0871
 EM0871:                Primary Azimuth Mark                     Grid Az
 EM0871:SPC OK S     -  TIP AZ MK                                272 11 31.7
 EM0871:UTM  14      -  TIP AZ MK                                271 37 27.8
 EM0871
 EM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9048318410(NAD 83)
 EM0871
 EM0871|---------------------------------------------------------------------|
 EM0871| PID    Reference Object                     Distance      Geod. Az  |
 EM0871|                                                           dddmmss.s |
 EM0871| CX8828 TIP RM 1                             26.618 METERS 01826     |
 EM0871| CX8829 TIP RM 2                             13.278 METERS 09440     |
 EM0871| EM0873 TIPTON MUNICIPAL TANK               APPROX. 3.5 KM 2634737.5 |
 EM0871| CX8827 TIP AZ MK                                          2713356.4 |
 EM0871| EM0874 HEADRICK MUNICIPAL TANK             APPROX.13.6 KM 3452634.4 |
 EM0871|---------------------------------------------------------------------|
 EM0871
 EM0871                          SUPERSEDED SURVEY CONTROL
 EM0871
 EM0871  NAD 83(1986)-  34 30 26.25757(N)    099 06 13.22521(W) AD(       ) 3
 EM0871  NAD 27      -  34 30 25.98300(N)    099 06 11.94200(W) AD(       ) 3
 EM0871  NGVD 29 (07/19/86)  424.7    (m)         1393.     (f) VERT ANG       
 EM0871
 EM0871.Superseded values are not recommended for survey control.
 EM0871
 EM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0871.See file dsdata.pdf to determine how the superseded data were derived.
 EM0871
 EM0871_MARKER: DS = TRIANGULATION STATION DISK
 EM0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0871_STAMPING: TIP 1948
 EM0871_MARK LOGO: CGS
 EM0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0871+STABILITY: SURFACE MOTION
 EM0871
 EM0871  HISTORY     - Date     Condition        Report By
 EM0871  HISTORY     - 1948     MONUMENTED       CGS
 EM0871  HISTORY     - 1962     GOOD             USGS
 EM0871  HISTORY     - 1963     GOOD             CGS
 EM0871  HISTORY     - 20171003 MARK NOT FOUND   INDIV
 EM0871
 EM0871                          STATION DESCRIPTION
 EM0871
 EM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0871'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 0.3 MILES NORTH OF
 EM0871'TIPTON, ON THE SUMMIT OF A LOW RIDGE.  THE MARK, STAMPED TIP 1948, IS
 EM0871'46 FEET SOUTH OF THE CENTER OF A HARD SURFACED ROAD, 7 FEET NORTHEAST
 EM0871'OF A WITNESS POST, 4 FEET NORTH OF AN EAST-WEST FENCE AND PROJECTS 4
 EM0871'INCHES.
 EM0871'
 EM0871'REFERENCE MARK NO. 1, STAMPED TIP NO 1 1948, IS 39 FEET NORTH OF THE
 EM0871'CENTER OF A HARD SURFACED ROAD, 9 FEET WEST OF A TREE, 6 INCHES SOUTH
 EM0871'OF AN EAST-WEST FENCE AND PROJECTS 4 INCHES.
 EM0871'
 EM0871'REFERENCE MARK NO. 2, STAMPED TIP NO 2 1948, IS 49 FEET SOUTH OF THE
 EM0871'CENTER OF A HARD SURFACED ROAD, 100 FEET WEST OF THE CENTER OF A FARM
 EM0871'LANE, 1 FOOT NORTH OF AN EAST-WEST FENCE AND PROJECTS 4 INCHES.
 EM0871'
 EM0871'THE AZIMUTH MARK, STAMPED TIP 1948, IS 48 FEET NORTH OF THE CENTER OF
 EM0871'A HARD SURFACED ROAD, 2.5 FEET EAST OF A WITNESS POST AND PROJECTS 4
 EM0871'INCHES.
 EM0871'
 EM0871'TO REACH THE STATION FROM THE MAIN INTERSECTION IN TIPTON GO NORTH FOR
 EM0871'0.3 MILE TO A SMALL PARK ON THE RIGHT (EAST) SIDE OF ROAD.  TURN RIGHT
 EM0871'ON HARD SURFACED ROAD AND GO EAST FOR 1.6 MILES TO THE AZIMUTH MARK ON
 EM0871'THE LEFT (NORTH) SIDE OF ROAD.  0.1 MILE WEST OF SMALL FARM HOUSE ON
 EM0871'THE NORTH SIDE ON THE ROAD.  CONTINUE AHEAD, EAST, FOR 0.6 MILE TO THE
 EM0871'SUMMIT OF A LOW RIDGE AND STATION ALONG SOUTH SIDE OF ROAD.
 EM0871'
 EM0871'A 4 FOOT SIGNAL AT STATION HESS 1923 IS VISIBLE AT 4 FEET.  A 4 FOOT
 EM0871'SIGNAL AT STATION HEADRICK 1935 1948 IS VISIBLE AT FOUR FEET.
 EM0871
 EM0871                          STATION RECOVERY (1962)
 EM0871
 EM0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0871'STATION LOCATED IN TWPS 1N, AND 1S, R18W, NEAR SOUTH CORNER OF
 EM0871'COMMON SECS. 32 AND 33, AND N 1/4 COR OF SEC. 5, 46 FEET N
 EM0871'AND 682 FEET E OF STATE HWY 5C FROM INTERSECTION OF T-ROAD
 EM0871'NORTH, 56 FEET W OF TELEPHONE POLE, SET IN CONCRETE POST,
 EM0871'FLUSH WITH GROUND, A STANDARD DISK STAMPED TIP 1948.
 EM0871'
 EM0871'R.M. 1 WAS NOT FOUND, PROBABLY DESTROYED AS DESCRIBED AREA
 EM0871'IS NOW A COTTON FIELD.
 EM0871'
 EM0871'R.M. 2 IS 44 FEET E OF STATION, 49 FEET S OF STATE HWY 5C,
 EM0871'12 FEET W OF A TELEPHONE POLE, SET IN CONCRETE POST FLUSH
 EM0871'WITH GROUND, A STANDARD DISK STAMPED TIP NO 2 1948.
 EM0871'
 EM0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MI. N
 EM0871'AND 2.1 MI. E OF TIPTON
 EM0871
 EM0871                          STATION RECOVERY (1963)
 EM0871
 EM0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0871'STATION, REFERENCE MARK NUMBER TWO AND AZIMUTH MARK RECOVERED AND
 EM0871'FOUND IN GOOD CONDITION.
 EM0871'
 EM0871'THE STATION IS IN THE NORTHEAST 1/4 OF SEC. 5, T1S, R18W.
 EM0871'
 EM0871'STATION IS 46.0 FEET SOUTH FROM THE CENTER OF THE EAST-WEST SECTION
 EM0871'LINE ROAD AND 186.0 FEET EAST FROM A POINT ON LINE WITH THE EAST SIDE
 EM0871'OF FARM HOUSE ON NORTH SIDE OF THE ROAD.  IT IS 3 INCHES BELOW GROUND
 EM0871'LEVEL.
 EM0871'
 EM0871'R.M. NO. 1 HAS BEEN DESTROYED, NO EVIDENCE OF THE MARK FOUND, THE AREA
 EM0871'IN WHICH IT WAS LOCATED IS NOW A CULTIVATED FIELD.
 EM0871'
 EM0871'R.M. NO. 2 IS 48.5 FEET SOUTH FROM THE CENTER OF THE ROAD AND 230.0
 EM0871'FEET EAST FROM A POINT ON LINE WITH THE EAST SIDE OF THE FARM HOUSE ON
 EM0871'THE NORTH SIDE OF THE ROAD.  THE MARK IS 1 INCH BELOW GROUND LEVEL.
 EM0871'
 EM0871'AZIMUTH MARK IS 48.0 FEET NORTH FROM THE CENTER OF THE SURFACED ROAD
 EM0871'AND 15 FEET EAST FROM THE CENTER OF A DRIVEWAY INTO FIELD.  IT
 EM0871'PROJECTS 4 INCHES.
 EM0871'
 EM0871'THE DESCRIPTION TO REACH IS ADEQUATE.
 EM0871
 EM0871                          STATION RECOVERY (2017)
 EM0871
 EM0871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (PJ)
 EM0871'PERFORMED THOROUGH SEARCH NEAR COORDINATES NO TRACE OF TRI STATION TIP
 EM0871'OR ANY REFERENCES WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0765 ***********************************************************************
 EM0765  DESIGNATION -  TIPTON
 EM0765  PID         -  EM0765
 EM0765  STATE/COUNTY-  OK/TILLMAN
 EM0765  COUNTRY     -  US
 EM0765  USGS QUAD   -  AUGAR CREEK (2018)
 EM0765
 EM0765                         *CURRENT SURVEY CONTROL
 EM0765  ______________________________________________________________________
 EM0765* NAD 83(1993) POSITION- 34 09 13.88922(N) 098 45 53.53878(W)   ADJUSTED
 EM0765* NAVD 88 ORTHO HEIGHT -   353.8   (meters)     1161.    (feet) VERTCON3
 EM0765  ______________________________________________________________________
 EM0765  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 EM0765  LAPLACE CORR    -          3.57  (seconds)                    DEFLEC18
 EM0765  HORZ ORDER      -  SECOND
 EM0765
 EM0765.The horizontal coordinates were established by classical geodetic methods
 EM0765.and adjusted by the National Geodetic Survey in November 1994.
 EM0765
 EM0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0765
 EM0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0765.GEOID18 height accuracy estimate available here.
 EM0765
 EM0765.Click photographs - Photos may exist for this station.
 EM0765
 EM0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0765
 EM0765. The following values were computed from the NAD 83(1993) position.
 EM0765
 EM0765;                    North         East     Units Scale Factor Converg.
 EM0765;SPC OK S     -    91,282.659   529,468.345   MT  0.99996397   -0 26 03.0
 EM0765;SPC OK S     -   299,483.19  1,737,097.40   sFT  0.99996397   -0 26 03.0
 EM0765;SPC TXNC     - 2,275,854.845   575,572.693   MT  1.00005759   -0 08 40.1
 EM0765;SPC TXNC     - 7,466,700.44  1,888,358.08   sFT  1.00005759   -0 08 40.1
 EM0765;UTM  14      - 3,779,240.642   521,674.368   MT  0.99960579   +0 07 55.2
 EM0765
 EM0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0765!SPC OK S     -   0.99994878  x   0.99996397  =   0.99991275
 EM0765!SPC TXNC     -   0.99994878  x   1.00005759  =   1.00000637
 EM0765!UTM  14      -   0.99994878  x   0.99960579  =   0.99955459
 EM0765
 EM0765:                Primary Azimuth Mark                     Grid Az
 EM0765:SPC OK S     -  OKLA TEX BDRY WIT COR SEC 10             181 25 22.2
 EM0765:SPC TXNC     -  OKLA TEX BDRY WIT COR SEC 10             181 07 59.3
 EM0765:UTM  14      -  OKLA TEX BDRY WIT COR SEC 10             180 51 24.0
 EM0765
 EM0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2167479240(NAD 83)
 EM0765
 EM0765|---------------------------------------------------------------------|
 EM0765| PID    Reference Object                     Distance      Geod. Az  |
 EM0765|                                                           dddmmss.s |
 EM0765| EM0767 OKLA TEX BDRY WIT COR SEC 10        APPROX. 1.2 KM 1805919.2 |
 EM0765| CX8830 TIPTON RM                           152.640 METERS 27350     |
 EM0765|---------------------------------------------------------------------|
 EM0765
 EM0765                          SUPERSEDED SURVEY CONTROL
 EM0765
 EM0765  NAD 83(1986)-  34 09 13.89409(N)    098 45 53.52588(W) AD(       ) 2
 EM0765  NAD 27      -  34 09 13.56700(N)    098 45 52.29000(W) AD(       ) 2
 EM0765  USSD        -  34 09 13.53400(N)    098 45 52.70400(W) AD(       ) 3
 EM0765  NGVD 29 (07/19/86)  353.7    (m)         1160.     (f) VERT ANG       
 EM0765
 EM0765.Superseded values are not recommended for survey control.
 EM0765
 EM0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0765.See file dsdata.pdf to determine how the superseded data were derived.
 EM0765
 EM0765_MARKER: DS = TRIANGULATION STATION DISK
 EM0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0765_STAMPING: TIPTON 1923
 EM0765_MARK LOGO: CGS
 EM0765_PROJECTION: FLUSH
 EM0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0765+STABILITY: SURFACE MOTION
 EM0765
 EM0765  HISTORY     - Date     Condition        Report By
 EM0765  HISTORY     - 1923     MONUMENTED       CGS
 EM0765  HISTORY     - 1934     GOOD             CGS
 EM0765  HISTORY     - 1963     GOOD             CGS
 EM0765  HISTORY     - 1976     GOOD             TEXACO
 EM0765
 EM0765                          STATION DESCRIPTION
 EM0765
 EM0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0765'STATION IS ABOUT 5 MILES W AND 5 MILES S OF THE RAILROAD
 EM0765'DEPOT AT GRANDFIELD, IN THE NW 1/4 SEC. 3, T 5 S, R 15 W,
 EM0765'ON THE MOST NORTHERLY AND HIGHEST SAND HILL IN THE VICINITY,
 EM0765'ABOUT 60 METERS (197 FEET) E OF ROADWAY ON W SECTION LINE,
 EM0765'ON LAND BELONGING TO MR. PHARIS AND IN CHARGE OF MR. TIPTON,
 EM0765'WHO LIVES ABOUT 1/3 MILE NW OF THE STATION IN THE NE CORNER
 EM0765'OF SEC. 4.
 EM0765'
 EM0765'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0765'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0765'
 EM0765'THE REFERENCE MARK IS IN E FENCE LINE OF ROADWAY, AND 152.64
 EM0765'METERS (500.8 FEET) FROM STATION, N 86 DEG 09 MIN 59 SEC W.
 EM0765'
 EM0765'ELEVATION OF STATION 353.7 METERS (1,160 FEET).
 EM0765
 EM0765                          STATION RECOVERY (1934)
 EM0765
 EM0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0765'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 EM0765
 EM0765                          STATION RECOVERY (1963)
 EM0765
 EM0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0765'STATION AND REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION,
 EM0765'THE STATION IS ON THE MOST NORTHERLY AND HIGHEST SAND KNOLL
 EM0765'IN THE VICINITY.  THE MARK IS FLUSH WITH THE GROUND SURFACE.
 EM0765'
 EM0765'REFERENCE MARK IS 191.0 FEET SOUTH FROM A CORNER FENCE POST
 EM0765'AT THE NORTHWEST CORNER OF A FIELD, 6 INCHES EAST OF THE
 EM0765'EAST FENCE LINE OF THE OLD UN-USED SECTION LINE ROAD AND
 EM0765'4.0 FEET NORTH OF A TRIPLE NOTCHED FENCE POST.  THE MARK
 EM0765'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EM0765'
 EM0765'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 36 AND U.S. HIGHWAY
 EM0765'70 AT THE NORTHEAST EDGE OF GRANDFIELD, GO WEST ON HIGHWAY
 EM0765'70 FOR 1.0 MILE TO CROSSROADS, TURN LEFT, GO SOUTH ON SURFACED
 EM0765'AND SAND ROAD FOR 5.05 MILES TO CROSSROAD, TURN RIGHT AND
 EM0765'GO WEST ON SANDY ROAD FOR 4.05 MILES TO CROSSROAD AT HOUSE
 EM0765'IN THE SOUTHWEST ANGLE, TURN LEFT AND GO SOUTH ON TRACK ROAD
 EM0765'FOR 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 EM0765'SOUTH FOR 0.15 MILE TO REFERENCE MARK ON THE LEFT AS DESCRIBED
 EM0765'AND STATION ON TOP OF SAND KNOLL ABOUT 0.1 MILE TO THE EAST.
 EM0765
 EM0765                          STATION RECOVERY (1976)
 EM0765
 EM0765'RECOVERY NOTE BY TEXACO INCORPORATED 1976 (RDM)
 EM0765'STATION TIPTON RECOVERED VERY GOOD.
 EM0765'
 EM0765'REFERENCE MARK NOT LOOKED FOR.
 EM0765'
 EM0765'DIRECTION IN 1963 ARE STILL VERY GOOD TO LOCATE STATION.
 EM0765'
 EM0765'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SW GRANDFIELD,
 EM0765'OKLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0873 ***********************************************************************
 EM0873  DESIGNATION -  TIPTON MUNICIPAL TANK
 EM0873  PID         -  EM0873
 EM0873  STATE/COUNTY-  OK/TILLMAN
 EM0873  COUNTRY     -  US
 EM0873  USGS QUAD   -  TIPTON (2018)
 EM0873
 EM0873                         *CURRENT SURVEY CONTROL
 EM0873  ______________________________________________________________________
 EM0873* NAD 83(1993) POSITION- 34 30 13.89701(N) 099 08 30.20369(W)   ADJUSTED
 EM0873  ______________________________________________________________________
 EM0873  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 EM0873  LAPLACE CORR    -          4.66  (seconds)                    DEFLEC18
 EM0873  HORZ ORDER      -  THIRD
 EM0873
 EM0873.The horizontal coordinates were established by classical geodetic methods
 EM0873.and adjusted by the National Geodetic Survey in November 1994.
 EM0873
 EM0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0873.GEOID18 height accuracy estimate available here.
 EM0873
 EM0873.Click photographs - Photos may exist for this station.
 EM0873
 EM0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0873
 EM0873. The following values were computed from the NAD 83(1993) position.
 EM0873
 EM0873;                    North         East     Units Scale Factor Converg.
 EM0873;SPC OK S     -   130,431.480   495,157.841   MT  0.99993692   -0 38 53.0
 EM0873;SPC OK S     -   427,923.95  1,624,530.35   sFT  0.99993692   -0 38 53.0
 EM0873;UTM  14      - 3,818,034.418   486,989.941   MT  0.99960209   -0 04 49.0
 EM0873
 EM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD8698918034(NAD 83)
 EM0873
 EM0873                          SUPERSEDED SURVEY CONTROL
 EM0873
 EM0873  NAD 83(1986)-  34 30 13.90461(N)    099 08 30.19496(W) AD(       ) 3
 EM0873  NAD 27      -  34 30 13.63000(N)    099 08 28.91700(W) AD(       ) 3
 EM0873
 EM0873.Superseded values are not recommended for survey control.
 EM0873
 EM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0873.See file dsdata.pdf to determine how the superseded data were derived.
 EM0873
 EM0873_MARKER: 53 = ELEVATED TANK
 EM0873
 EM0873  HISTORY     - Date     Condition        Report By
 EM0873  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0873  HISTORY     - 1948     GOOD             CGS
 EM0873  HISTORY     - 1957     GOOD             CGS
 EM0873
 EM0873                          STATION DESCRIPTION
 EM0873
 EM0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0873'POINT OBSERVED WAS FINIAL OF WATER TANK, LOCATED IN THE
 EM0873'APPROXIMATE CENTER OF THE TOWN OF TIPTON.  THIS TANK IS ABOUT
 EM0873'90 FEET HIGH, AND PROBABLY OWNED BY THE CITY OF TIPTON.
 EM0873'
 EM0873'THIS STATION WAS NOT VISITED.
 EM0873'
 EM0873'THIS STATION WAS OBSERVED UPON FROM STATION SNYDER, HESS, FREDERICK
 EM0873'AND HARRISON.
 EM0873
 EM0873                          STATION RECOVERY (1948)
 EM0873
 EM0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0873'THE STATION IS LOCATED ONE BLOCK NORTH OF THE BUSINESS DISTRICT
 EM0873'OF TIPTON, 160.0 FEET EAST-SOUTHEAST OF THE CENTER OF INTERSECTION
 EM0873'OF A CROSS STREET, AND 63.0 FEET SOUTH OF THE CENTER OF A GRADED
 EM0873'STREET.  TANK PROPER IS SUPPORTED ATOP A FOUR LEGGED STEEL
 EM0873'TRUSSWORK STRUCTURE AND HAS A CONE SHAPED ROOF WITH A BALL AT
 EM0873'ITS APEX.  IT HAS AN OVERALL HEIGHT OF 126.82 FEET.  THE POINT
 EM0873'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 EM0873
 EM0873                          STATION RECOVERY (1957)
 EM0873
 EM0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0873'POINT OBSERVED ON WAS THE FINIAL AT THE SUMMIT OF THE TIPTON
 EM0873'MUNICIPAL WATER TANK.  THE STATION WAS NOT VISITED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0176 ***********************************************************************
 EL0176  DESIGNATION -  TISHOMINGO
 EL0176  PID         -  EL0176
 EL0176  STATE/COUNTY-  OK/JOHNSTON
 EL0176  COUNTRY     -  US
 EL0176  USGS QUAD   -  TISHOMINGO (2018)
 EL0176
 EL0176                         *CURRENT SURVEY CONTROL
 EL0176  ______________________________________________________________________
 EL0176* NAD 83(1986) POSITION- 34 14 12.03   (N) 096 40 51.63   (W)   HD_HELD1
 EL0176* NAVD 88 ORTHO HEIGHT -   204.324 (meters)      670.35  (feet) ADJUSTED
 EL0176  ______________________________________________________________________
 EL0176  GEOID HEIGHT    -        -25.718 (meters)                     GEOID18
 EL0176  DYNAMIC HEIGHT  -        204.124 (meters)      669.70  (feet) COMP
 EL0176  MODELED GRAVITY -    979,650.4   (mgal)                       NAVD 88
 EL0176
 EL0176  VERT ORDER      -  SECOND    CLASS 0
 EL0176
 EL0176.The horizontal coordinates were determined by differentially corrected
 EL0176.hand held GPS observations or other comparable positioning techniques
 EL0176.and have an estimated accuracy of +/- 3 meters.
 EL0176
 EL0176.The orthometric height was determined by differential leveling and
 EL0176.adjusted by the NATIONAL GEODETIC SURVEY
 EL0176.in June 1991.
 EL0176
 EL0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0176.GEOID18 height accuracy estimate available here.
 EL0176
 EL0176.Click photographs - Photos may exist for this station.
 EL0176
 EL0176.The dynamic height is computed by dividing the NAVD 88
 EL0176.geopotential number by the normal gravity value computed on the
 EL0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0176.degrees latitude (g = 980.6199 gals.).
 EL0176
 EL0176.The modeled gravity was interpolated from observed gravity values.
 EL0176
 EL0176;                    North         East    Units  Estimated Accuracy
 EL0176;SPC OK S     -   100,995.5     721,506.8     MT  (+/- 3 meters HH1 GPS) 
 EL0176
 EL0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1357990831(NAD 83)
 EL0176
 EL0176                          SUPERSEDED SURVEY CONTROL
 EL0176
 EL0176  NGVD 29 (??/??/92)  204.282  (m)          670.22   (f) ADJ UNCH    2 0
 EL0176
 EL0176.Superseded values are not recommended for survey control.
 EL0176
 EL0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0176.See file dsdata.pdf to determine how the superseded data were derived.
 EL0176
 EL0176_MARKER: DB = BENCH MARK DISK
 EL0176_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0176+WITH SETTING: PAVEMENT
 EL0176_SP_SET: GRANITE BASE
 EL0176_STAMPING: TISHOMINGO 1934
 EL0176_MARK LOGO: CGS
 EL0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0176+STABILITY: SURFACE MOTION
 EL0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0176+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 EL0176
 EL0176  HISTORY     - Date     Condition        Report By
 EL0176  HISTORY     - 1934     MONUMENTED       CGS
 EL0176  HISTORY     - 20170615 GOOD             OKDOT
 EL0176
 EL0176                          STATION DESCRIPTION
 EL0176
 EL0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0176'IN TISHOMINGO.
 EL0176'IN THE TOWN OF, AT CITY HALL, VERTICAL BRONZE TABLET SET IN
 EL0176'GRANITE BASE FOR THREE SMALL COLUMNS AT NORTHEAST SIDE OF MAIN
 EL0176'ENTRANCE TO CITY HALL, 222 FEET SOUTHEAST OF CENTERLINE OF ROCK
 EL0176'ISLAND R.R. MAIN LINE TRACK, 48 FEET SOUTH OF CENTERLINE OF MAIN
 EL0176'STREET, 44 FEET EAST OF CENTERLINE OF CAPITAL AVE., 4.6 FEET
 EL0176'NORTHEAST OF CENTERLINE OF MAIN ENTRANCE TO BUILDING, 1.8 FEET ABOVE
 EL0176'SIDEWALK.
 EL0176
 EL0176                          STATION RECOVERY (2017)
 EL0176
 EL0176'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0772 ***********************************************************************
 EL0772  DESIGNATION -  TISHOMINGO MURRAY SCH AGRI TK
 EL0772  PID         -  EL0772
 EL0772  STATE/COUNTY-  OK/JOHNSTON
 EL0772  COUNTRY     -  US
 EL0772  USGS QUAD   -  TISHOMINGO (2018)
 EL0772
 EL0772                         *CURRENT SURVEY CONTROL
 EL0772  ______________________________________________________________________
 EL0772* NAD 83(1993) POSITION- 34 13 24.07361(N) 096 40 46.64150(W)   ADJUSTED
 EL0772  ______________________________________________________________________
 EL0772  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 EL0772  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 EL0772  HORZ ORDER      -  THIRD
 EL0772
 EL0772.The horizontal coordinates were established by classical geodetic methods
 EL0772.and adjusted by the National Geodetic Survey in November 1994.
 EL0772
 EL0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0772.GEOID18 height accuracy estimate available here.
 EL0772
 EL0772.Click photographs - Photos may exist for this station.
 EL0772
 EL0772.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0772
 EL0772. The following values were computed from the NAD 83(1993) position.
 EL0772
 EL0772;                    North         East     Units Scale Factor Converg.
 EL0772;SPC OK S     -    99,519.653   721,653.724   MT  0.99995565   +0 44 58.1
 EL0772;SPC OK S     -   326,507.39  2,367,625.59   sFT  0.99995565   +0 44 58.1
 EL0772;UTM  14      - 3,789,356.440   713,740.992   MT  1.00016318   +1 18 19.9
 EL0772
 EL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1374089356(NAD 83)
 EL0772
 EL0772                          SUPERSEDED SURVEY CONTROL
 EL0772
 EL0772  NAD 83(1986)-  34 13 24.07955(N)    096 40 46.63355(W) AD(       ) 3
 EL0772  NAD 27      -  34 13 23.74000(N)    096 40 45.61800(W) AD(       ) 3
 EL0772
 EL0772.Superseded values are not recommended for survey control.
 EL0772
 EL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0772.See file dsdata.pdf to determine how the superseded data were derived.
 EL0772
 EL0772_MARKER: 53 = ELEVATED TANK
 EL0772
 EL0772  HISTORY     - Date     Condition        Report By
 EL0772  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0772
 EL0772                          STATION DESCRIPTION
 EL0772
 EL0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0772'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF TISHOMINGO AT
 EL0772'THE WEST EDGE OF THE MURRAY STATE SCHOOL OF AGRICULTURE CAMPUS.
 EL0772'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 EL0772'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 EL0772'HEIGHT OF 105.0 FEET.
 EL0772'
 EL0772'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0703 ***********************************************************************
 GJ0703  DESIGNATION -  TOELINER
 GJ0703  PID         -  GJ0703
 GJ0703  STATE/COUNTY-  OK/ELLIS
 GJ0703  COUNTRY     -  US
 GJ0703  USGS QUAD   -  HARMON NW (2018)
 GJ0703
 GJ0703                         *CURRENT SURVEY CONTROL
 GJ0703  ______________________________________________________________________
 GJ0703* NAD 83(1993) POSITION- 36 12 26.50745(N) 099 38 19.10032(W)   ADJUSTED
 GJ0703* NAVD 88 ORTHO HEIGHT -   759.    (meters)     2490.    (feet) SCALED
 GJ0703  ______________________________________________________________________
 GJ0703  GEOID HEIGHT    -        -28.330 (meters)                     GEOID18
 GJ0703  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 GJ0703  HORZ ORDER      -  SECOND
 GJ0703
 GJ0703.The horizontal coordinates were established by classical geodetic methods
 GJ0703.and adjusted by the National Geodetic Survey in November 1994.
 GJ0703
 GJ0703.The orthometric height was scaled from a topographic map.
 GJ0703
 GJ0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0703.GEOID18 height accuracy estimate available here.
 GJ0703
 GJ0703.Click photographs - Photos may exist for this station.
 GJ0703
 GJ0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0703
 GJ0703. The following values were computed from the NAD 83(1993) position.
 GJ0703
 GJ0703;                    North         East     Units Scale Factor Converg.
 GJ0703;SPC OK N     -   135,204.013   452,657.029   MT  0.99994565   -0 58 01.3
 GJ0703;SPC OK N     -   443,581.83  1,485,092.27   sFT  0.99994565   -0 58 01.3
 GJ0703;UTM  14      - 4,007,137.460   442,591.688   MT  0.99964061   -0 22 38.1
 GJ0703
 GJ0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0703!SPC OK N     -   0.99988529  x   0.99994565  =   0.99983095
 GJ0703!UTM  14      -   0.99988529  x   0.99964061  =   0.99952594
 GJ0703
 GJ0703:                Primary Azimuth Mark                     Grid Az
 GJ0703:SPC OK N     -  TOELINER AZ MK                           326 30 33.5
 GJ0703:UTM  14      -  TOELINER AZ MK                           325 55 10.3
 GJ0703
 GJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4259107137(NAD 83)
 GJ0703
 GJ0703|---------------------------------------------------------------------|
 GJ0703| PID    Reference Object                     Distance      Geod. Az  |
 GJ0703|                                                           dddmmss.s |
 GJ0703| CL3445 TOELINER RM 2                        12.003 METERS 06905     |
 GJ0703| GJ0706 ARNETT MUNICIPAL WATER TANK         APPROX.14.2 KM 2352715.7 |
 GJ0703| GJ0707 ARNETT COUNTY COURTHOUSE MAST       APPROX.14.4 KM 2354345.0 |
 GJ0703| CL3443 TOELINER AZ MK                                     3253232.2 |
 GJ0703| CL3444 TOELINER RM 1                        10.161 METERS 34441     |
 GJ0703|---------------------------------------------------------------------|
 GJ0703
 GJ0703                          SUPERSEDED SURVEY CONTROL
 GJ0703
 GJ0703  NAD 83(1986)-  36 12 26.51417(N)    099 38 19.08974(W) AD(       ) 2
 GJ0703  NAD 27      -  36 12 26.36944(N)    099 38 17.67869(W) AD(       ) 2
 GJ0703
 GJ0703.Superseded values are not recommended for survey control.
 GJ0703
 GJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0703.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0703
 GJ0703_MARKER: DS = TRIANGULATION STATION DISK
 GJ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0703_STAMPING: TOELINER 1963
 GJ0703_MARK LOGO: CGS
 GJ0703_PROJECTION: FLUSH
 GJ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0703+STABILITY: SURFACE MOTION
 GJ0703
 GJ0703  HISTORY     - Date     Condition        Report By
 GJ0703  HISTORY     - 1963     MONUMENTED       CGS
 GJ0703
 GJ0703                          STATION DESCRIPTION
 GJ0703
 GJ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0703'STATION IS LOCATED, AIRLINE, 11-1/2 MILES SOUTH OF FARGO, 14 MILES
 GJ0703'EAST SOUTHEAST OF SHATTUCK, 9 MILES EAST OF ARNETT, 6 MILES
 GJ0703'NORTHWEST OF HARMON, 5 MILES NORTH OF U. S. HIGHWAY 60, IN PASTURE
 GJ0703'LAND ON THE HIGHEST BRUSHY POINT IN THE IMMEDIATE VICINITY.  THE
 GJ0703'LAND IS OWNED BY MR. TOELLNER.
 GJ0703'
 GJ0703'TO REACH THE STATION FROM THE U. S. POST OFFICE IN HARMON, GO
 GJ0703'WEST ON U. S. HIGHWAY 60 FOR 8.1 MILES TO A CROSSROAD.  TURN RIGHT,
 GJ0703'NORTH, ON GRAVELED ROAD, AND GO 5.5 MILES TO A SECTION-LINE ROAD
 GJ0703'ON THE RIGHT.  TURN RIGHT, EAST, AND GO 3.1 MILES TO WHERE THE
 GJ0703'MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.1 MILE
 GJ0703'TO A WIRE GATE JUST SOUTH OF FARM BUILDINGS.  PASS THROUGH GATE
 GJ0703'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT ALONG THE
 GJ0703'FENCE LINE.  CONTINUE EAST FOR 0.1 MILE TO THE NORTHEAST CORNER
 GJ0703'OF A FENCELINE.  TURN RIGHT AND GO 0.05 MILE TO A DIM, TRACK
 GJ0703'ROAD FORK.  TAKE THE LEFT FORK AND FOLLOW THE DIM TRACK ROAD
 GJ0703'SOUTH-SOUTHEASTERLY FOR 0.5 MILE TO AN OLD FENCE LINE ON TOP OF THE
 GJ0703'RIDGE.  PASS THROUGH FENCE LINE AND CONTINUE SOUTH SOUTHEASTERLY
 GJ0703'FOR 0.25 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 GJ0703'STATION.
 GJ0703'
 GJ0703'STATION MARK IS A STANDARD DISK, STAMPED TOELLNER 1963, SET IN THE
 GJ0703'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 GJ0703'4.4 FEET NORTHWEST OF A METAL WITNESS POST.
 GJ0703'
 GJ0703'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TOELLNER NO 1 1963,
 GJ0703'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0703'GROUND, ABOUT 1-1/2 FEET LOWER THAN THE STATION AND 37.0 FEET NORTH
 GJ0703'NORTHWEST OF THE WITNESS POST.
 GJ0703'
 GJ0703'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOELLNER NO 2 1963,
 GJ0703'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GJ0703'GROUND, 37.3 FEET NORTHEAST OF THE WITNESS POST AND ABOUT 2 FEET
 GJ0703'LOWER THAN THE STATION.
 GJ0703'
 GJ0703'AZIMUTH MARK IS A STANDARD DISK, STAMPED TOELLNER 1963, SET IN THE
 GJ0703'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 GJ0703'64.5 FEET SOUTHEAST OF A POWERLINE POLE, 57.5 FEET SOUTH OF THE
 GJ0703'CENTER OF THE TRACK ROAD, 3.0 FEET EAST OF A METAL WITNESS POST
 GJ0703'AND 1.0 FEET NORTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0731 ***********************************************************************
 EL0731  DESIGNATION -  TOKA
 EL0731  PID         -  EL0731
 EL0731  STATE/COUNTY-  OK/ATOKA
 EL0731  COUNTRY     -  US
 EL0731  USGS QUAD   -  LEHIGH (2019)
 EL0731
 EL0731                         *CURRENT SURVEY CONTROL
 EL0731  ______________________________________________________________________
 EL0731* NAD 83(1993) POSITION- 34 22 59.25598(N) 096 08 00.05771(W)   ADJUSTED
 EL0731* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 EL0731  ______________________________________________________________________
 EL0731  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 EL0731  LAPLACE CORR    -         -9.03  (seconds)                    DEFLEC18
 EL0731  HORZ ORDER      -  THIRD
 EL0731
 EL0731.The horizontal coordinates were established by classical geodetic methods
 EL0731.and adjusted by the National Geodetic Survey in November 1994.
 EL0731
 EL0731.The orthometric height was scaled from a topographic map.
 EL0731
 EL0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0731.GEOID18 height accuracy estimate available here.
 EL0731
 EL0731.Click photographs - Photos may exist for this station.
 EL0731
 EL0731.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0731
 EL0731. The following values were computed from the NAD 83(1993) position.
 EL0731
 EL0731;                    North         East     Units Scale Factor Converg.
 EL0731;SPC OK S     -   118,033.518   771,652.316   MT  0.99994207   +1 03 34.4
 EL0731;SPC OK S     -   387,248.30  2,531,662.64   sFT  0.99994207   +1 03 34.4
 EL0731;UTM  14      - 3,808,363.074   763,574.689   MT  1.00045641   +1 37 11.3
 EL0731
 EL0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0731!SPC OK S     -   0.99997426  x   0.99994207  =   0.99991633
 EL0731!UTM  14      -   0.99997426  x   1.00045641  =   1.00043066
 EL0731
 EL0731:                Primary Azimuth Mark                     Grid Az
 EL0731:SPC OK S     -  BALD                                     052 06 02.5
 EL0731:UTM  14      -  BALD                                     051 32 25.6
 EL0731
 EL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6357408363(NAD 83)
 EL0731
 EL0731|---------------------------------------------------------------------|
 EL0731| PID    Reference Object                     Distance      Geod. Az  |
 EL0731|                                                           dddmmss.s |
 EL0731| CY2477 TOKA RM 1                             9.369 METERS 01600     |
 EL0731| EL0732 ATOKA EAST MUNICIPAL TANK           237.099 METERS 03323     |
 EL0731| EL0722 BALD                                APPROX. 4.9 KM 0530936.9 |
 EL0731| CY2478 TOKA RM 2                            13.605 METERS 11007     |
 EL0731| CY2476 TOKA AZ MK                                         3332833.0 |
 EL0731|---------------------------------------------------------------------|
 EL0731
 EL0731                          SUPERSEDED SURVEY CONTROL
 EL0731
 EL0731  NAD 83(1986)-  34 22 59.26131(N)    096 08 00.05028(W) AD(       ) 3
 EL0731  NAD 27      -  34 22 58.91510(N)    096 07 59.07480(W) AD(       ) 3
 EL0731
 EL0731.Superseded values are not recommended for survey control.
 EL0731
 EL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0731.See file dsdata.pdf to determine how the superseded data were derived.
 EL0731
 EL0731_MARKER: DS = TRIANGULATION STATION DISK
 EL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0731_STAMPING: TOKA 1955
 EL0731_MARK LOGO: CGS
 EL0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0731+STABILITY: SURFACE MOTION
 EL0731
 EL0731  HISTORY     - Date     Condition        Report By
 EL0731  HISTORY     - 1955     MONUMENTED       CGS
 EL0731  HISTORY     - 1969     SEE DESCRIPTION  DMA
 EL0731  HISTORY     - 20130315 MARK NOT FOUND   GEOCAC
 EL0731
 EL0731                          STATION DESCRIPTION
 EL0731
 EL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0731'THE STATION IS LOCATED IN THE WEST PART OF THE TOWN OF ATOKA,
 EL0731'ON THE SUMMIT OF A HILL THAT LIES ALONG THE EAST EDGE OF A
 EL0731'CEMETARY WHICH IS AT THE WEST END OF THIRD STREET.
 EL0731'
 EL0731'THE STATION MARK IS A STANDARD DISK STAMPED TOKA 1955 SET IN
 EL0731'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 EL0731'INCHES ABOVE THE GROUND.  THE MARK IS 10.0 FEET WEST OF THE
 EL0731'CENTERLINE OF A DIRT ROAD, 7.0 FEET SOUTH OF A WHITE WITNESS
 EL0731'POST AND 3.0 FEET EAST OF THE EAST EDGE OF THE CEMETARY.
 EL0731'
 EL0731'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TOKA
 EL0731'NO 1 1955 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 EL0731'THAT PROJECTS 2 FEET ABOVE THE GROUND.  THE MARK IS 12.0
 EL0731'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND IT IS AT THE
 EL0731'STATION ELEVATION.
 EL0731'
 EL0731'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TOKA
 EL0731'NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EL0731'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS 32.0 FEET
 EL0731'EAST OF THE CENTERLINE OF THE DIRT ROAD, 1.5 FEET WEST OF
 EL0731'A NORTH SOUTH FENCE LINE AND IT IS ABOUT 2 FEET LOWER THAN
 EL0731'THE STATION.
 EL0731'
 EL0731'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TOKA 1955 SET
 EL0731'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0731'3 INCHES ABOVE THE GROUND.  THE MARK IS 87.0 FEET WEST OF A WIRE
 EL0731'GATE, 49.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 75
 EL0731'AND STATE HIGHWAY 3 AND 1.0 FOOT SOUTH OF AN EAST WEST FENCE
 EL0731'LINE.
 EL0731'
 EL0731'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 EL0731'69 AND 75 AND STATE HIGHWAYS 7 AND 3 AT THE WEST END OF COURT
 EL0731'STREET IN ATOKA.  GO NORTH ON U.S. HIGHWAYS 69 AND 75 AND
 EL0731'STATE HIGHWAY 3 FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 EL0731'69 AND 75 AND STATE HIGHWAY 3.  TURN LEFT ON U.S. HIGHWAY
 EL0731'75 AND STATE HIGHWAY 3 AND GO WEST FOR 0.9 MILE TO THE AZIMUTH
 EL0731'MARK ON THE RIGHT.
 EL0731'
 EL0731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69
 EL0731'AND 75 AND STATE HIGHWAYS 7 AND 3 AT THE WEST END OF COURT
 EL0731'STREET IN ATOKA.  GO SOUTH ON U.S. HIGHWAYS 69 AND 75 AND
 EL0731'STATE HIGHWAY 7 FOR 0.25 MILE TO THE INTERSECTION OF THIRD
 EL0731'STREET.  TURN RIGHT ON THIRD STREET AND GO WEST FOR 0.2 MILE
 EL0731'TO THE END OF THE STREET AT THE ENTRANCE TO THE CEMETARY.
 EL0731'TURN LEFT ON A DIRT ROAD AND GO SOUTH FOR 0.05 MILE TO THE
 EL0731'STATION AS DESCRIBED.
 EL0731'
 EL0731'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0731
 EL0731                          STATION RECOVERY (1969)
 EL0731
 EL0731'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0731'STATION APPEARS TO BE DESTROYED DUE TO ROAD CONSTRUCTION.  BOTH
 EL0731'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 EL0731'BRIEF SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.
 EL0731'
 EL0731'ROUTE DESCRIPTION IS ADEQUATE.
 EL0731
 EL0731                          STATION RECOVERY (2013)
 EL0731
 EL0731'RECOVERY NOTE BY GEOCACHING 2013 (LPC)
 EL0731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1286 ***********************************************************************
 DM1286  DESIGNATION -  TOM
 DM1286  PID         -  DM1286
 DM1286  STATE/COUNTY-  OK/MCCURTAIN
 DM1286  COUNTRY     -  US
 DM1286  USGS QUAD   -  TOM (2019)
 DM1286
 DM1286                         *CURRENT SURVEY CONTROL
 DM1286  ______________________________________________________________________
 DM1286* NAD 83(1997) POSITION- 33 44 08.93127(N) 094 33 40.90678(W)   ADJUSTED
 DM1286* NAVD 88 ORTHO HEIGHT -   120.    (meters)      394.    (feet) SCALED
 DM1286  ______________________________________________________________________
 DM1286  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 DM1286  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 DM1286  HORZ ORDER      -  SECOND
 DM1286
 DM1286.The horizontal coordinates were established by classical geodetic methods
 DM1286.and adjusted by the National Geodetic Survey in September 1999.
 DM1286
 DM1286.The orthometric height was scaled from a topographic map.
 DM1286
 DM1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1286.GEOID18 height accuracy estimate available here.
 DM1286
 DM1286.Click photographs - Photos may exist for this station.
 DM1286
 DM1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1286
 DM1286. The following values were computed from the NAD 83(1997) position.
 DM1286
 DM1286;                    North         East     Units Scale Factor Converg.
 DM1286;SPC OK S     -    50,072.815   918,610.423   MT  1.00004470   +1 57 06.6
 DM1286;SPC OK S     -   164,280.56  3,013,807.70   sFT  1.00004470   +1 57 06.6
 DM1286;SPC TXNC     - 2,236,295.113   964,886.693   MT  0.99994377   +2 08 53.2
 DM1286;SPC TXNC     - 7,336,911.55  3,165,632.43   sFT  0.99994377   +2 08 53.2
 DM1286;UTM  15      - 3,733,958.883   355,359.761   MT  0.99985791   -0 52 02.2
 DM1286
 DM1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1286!SPC OK S     -   0.99998543  x   1.00004470  =   1.00003013
 DM1286!SPC TXNC     -   0.99998543  x   0.99994377  =   0.99992920
 DM1286!UTM  15      -   0.99998543  x   0.99985791  =   0.99984334
 DM1286
 DM1286:                Primary Azimuth Mark                     Grid Az
 DM1286:SPC OK S     -  TOM AZ MK                                271 50 38.2
 DM1286:SPC TXNC     -  TOM AZ MK                                271 38 51.6
 DM1286:UTM  15      -  TOM AZ MK                                274 39 47.0
 DM1286
 DM1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5535933958(NAD 83)
 DM1286
 DM1286|---------------------------------------------------------------------|
 DM1286| PID    Reference Object                     Distance      Geod. Az  |
 DM1286|                                                           dddmmss.s |
 DM1286| CX6393 TOM RM 1                             34.275 METERS 04229     |
 DM1286| DM1185 FOREMAN MUNICIPAL TANK              APPROX.15.3 KM 0952252.2 |
 DM1286| CX6392 TOM AZ MK                                          2734744.8 |
 DM1286| CX6394 TOM RM 2                             38.038 METERS 27523     |
 DM1286| DM1284 HAWORTH MUNICIPAL TANK              APPROX.14.9 KM 3254433.4 |
 DM1286|---------------------------------------------------------------------|
 DM1286
 DM1286                          SUPERSEDED SURVEY CONTROL
 DM1286
 DM1286  NAD 83(1993)-  33 44 08.93273(N)    094 33 40.90587(W) AD(       ) 2
 DM1286  NAD 83(1986)-  33 44 08.93762(N)    094 33 40.89708(W) AD(       ) 2
 DM1286  NAD 27      -  33 44 08.52500(N)    094 33 40.14500(W) AD(       ) 2
 DM1286
 DM1286.Superseded values are not recommended for survey control.
 DM1286
 DM1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1286.See file dsdata.pdf to determine how the superseded data were derived.
 DM1286
 DM1286_MARKER: DS = TRIANGULATION STATION DISK
 DM1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1286_STAMPING: TOM 1952
 DM1286_MARK LOGO: CGS
 DM1286_PROJECTION: FLUSH
 DM1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1286+STABILITY: SURFACE MOTION
 DM1286
 DM1286  HISTORY     - Date     Condition        Report By
 DM1286  HISTORY     - 1952     MONUMENTED       CGS
 DM1286  HISTORY     - 1956     GOOD             CGS
 DM1286
 DM1286                          STATION DESCRIPTION
 DM1286
 DM1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1286'THE STATION IS LOCATED ABOUT 3/4 MILES EAST OF THE SMALL VILLAGE OF
 DM1286'TOM ON THE SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.  IT IS 81 FEET
 DM1286'NORTHWEST OF A LARGE OAK TREE, 51 FEET SOUTH OF THE CENTER OF
 DM1286'THE ROAD, 18 FEET EAST OF A FENCE AND 16 FEET EAST OF A WITNESS
 DM1286'POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DM1286'AND THE DISK IS STAMPED TOM 1952.
 DM1286'
 DM1286'REFERENCE MARK NO. 1 IS 68 FEET EAST OF A POWER POLE, 32 FEET
 DM1286'NORTH OF THE CENTER OF THE ROAD AND 2 FEET SOUTH OF A FENCE.
 DM1286'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TOM NO 1 1952.
 DM1286'
 DM1286'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE CENTER OF THE
 DM1286'ROAD AND 30 FEET WEST-SOUTHWEST OF A FENCE CORNER.  THE MARK
 DM1286'PROJECTS 4 INCHES AND THE DISK IS STAMPED TOM NO 2 1952.
 DM1286'
 DM1286'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF THE ROAD,
 DM1286'8 FEET NORTHEAST OF A POWER POLE, 3 FEET SOUTH OF A FENCE AND
 DM1286'2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 DM1286'IS STAMPED TOM 1952.
 DM1286'
 DM1286'TO REACH THE STATION FROM THE MAIN INTERSECTION IN
 DM1286'TOWN, GO EAST ON A GRAVEL ROAD FOR 0.4 MILES TO THE AZIMUTH
 DM1286'MARK ON THE LEFT, CONTINUE ON EAST ON THE GRAVEL ROAD FOR 0.25
 DM1286'MILES TO THE STATION AS DESCRIBED ON THE RIGHT.
 DM1286'
 DM1286'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DM1286
 DM1286                          STATION RECOVERY (1956)
 DM1286
 DM1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1286'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 DM1286'6 INCHES BELOW THE SURFACE.  BOTH REFERENCE MARKS APPEAR TO HAVE
 DM1286'BEEN DESTROYED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DM1286'CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1019 ***********************************************************************
 EL1019  DESIGNATION -  TOM
 EL1019  PID         -  EL1019
 EL1019  STATE/COUNTY-  OK/GRADY
 EL1019  COUNTRY     -  US
 EL1019  USGS QUAD   -  ALEX (2018)
 EL1019
 EL1019                         *CURRENT SURVEY CONTROL
 EL1019  ______________________________________________________________________
 EL1019* NAD 83(1993) POSITION- 34 56 33.47192(N) 097 51 46.04521(W)   ADJUSTED
 EL1019* NAVD 88 ORTHO HEIGHT -   370.4   (meters)     1215.    (feet) VERTCON3
 EL1019  ______________________________________________________________________
 EL1019  GEOID HEIGHT    -        -26.186 (meters)                     GEOID18
 EL1019  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 EL1019  HORZ ORDER      -  FIRST
 EL1019
 EL1019.The horizontal coordinates were established by classical geodetic methods
 EL1019.and adjusted by the National Geodetic Survey in November 1994.
 EL1019
 EL1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1019
 EL1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1019.GEOID18 height accuracy estimate available here.
 EL1019
 EL1019.Click photographs - Photos may exist for this station.
 EL1019
 EL1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1019
 EL1019. The following values were computed from the NAD 83(1993) position.
 EL1019
 EL1019;                    North         East     Units Scale Factor Converg.
 EL1019;SPC OK S     -   178,519.478   612,533.793   MT  0.99995545   +0 04 40.4
 EL1019;SPC OK S     -   585,692.65  2,009,621.29   sFT  0.99995545   +0 04 40.4
 EL1019;UTM  14      - 3,867,271.417   603,847.004   MT  0.99973291   +0 39 05.0
 EL1019
 EL1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1019!SPC OK S     -   0.99994597  x   0.99995545  =   0.99990143
 EL1019!UTM  14      -   0.99994597  x   0.99973291  =   0.99967890
 EL1019
 EL1019:                Primary Azimuth Mark                     Grid Az
 EL1019:SPC OK S     -  TOM AZ MK                                091 06 09.8
 EL1019:UTM  14      -  TOM AZ MK                                090 31 45.2
 EL1019
 EL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0384767271(NAD 83)
 EL1019
 EL1019|---------------------------------------------------------------------|
 EL1019| PID    Reference Object                     Distance      Geod. Az  |
 EL1019|                                                           dddmmss.s |
 EL1019| CY2479 TOM AZ MK                                          0911050.2 |
 EL1019| EL1026 RUSH SPRINGS ATT MICROWAVE          APPROX.15.7 KM 2035336.6 |
 EL1019| EL1030 RUSH SPRINGS W FARMERS MAST         APPROX.14.9 KM 2112702.4 |
 EL1019| CY2480 TOM RM 1                             38.572 METERS 22218     |
 EL1019| FJ1053 CHICKASHA KNDR RADIO MAST           APPROX.12.9 KM 3054040.2 |
 EL1019| CY2481 TOM RM 2                             25.448 METERS 31748     |
 EL1019|---------------------------------------------------------------------|
 EL1019
 EL1019                          SUPERSEDED SURVEY CONTROL
 EL1019
 EL1019  NAD 83(1986)-  34 56 33.47662(N)    097 51 46.02891(W) AD(       ) 1
 EL1019  NAD 27      -  34 56 33.23172(N)    097 51 44.88051(W) AD(       ) 1
 EL1019  NGVD 29 (07/19/86)  370.3    (m)         1215.     (f) VERT ANG       
 EL1019
 EL1019.Superseded values are not recommended for survey control.
 EL1019
 EL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1019.See file dsdata.pdf to determine how the superseded data were derived.
 EL1019
 EL1019_MARKER: DS = TRIANGULATION STATION DISK
 EL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1019_STAMPING: TOM 1957
 EL1019_MARK LOGO: CGS
 EL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1019+STABILITY: SURFACE MOTION
 EL1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1019+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 EL1019
 EL1019  HISTORY     - Date     Condition        Report By
 EL1019  HISTORY     - 1957     MONUMENTED       CGS
 EL1019  HISTORY     - 1968     GOOD             CGS
 EL1019  HISTORY     - 1976     GOOD             NGS
 EL1019  HISTORY     - 1976     GOOD             NGS
 EL1019  HISTORY     - 20121205 GOOD             INDIV
 EL1019
 EL1019                          STATION DESCRIPTION
 EL1019
 EL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1019'STATION IS IN A FARM YARD ON LAND OWNED BY MR. TOM CARLIN, ABOUT
 EL1019'5 MILES NORTHWEST OF ALEX, ABOUT 8 MILES SOUTHEAST OF CHICKASHA, IN
 EL1019'SECTION 32, T 6 N, R 6 W.
 EL1019'
 EL1019'REACHED FROM THE NORTHEAST CORNER OF THE POST OFFICE IN CHICKASHA
 EL1019'BY GOING SOUTH ON U.S. HIGHWAYS 81 AND 277 FOR 3.95 MILES TO
 EL1019'JUNCTION OF STATE HIGHWAY 19 ON THE LEFT, TURN LEFT ON HIGHWAY
 EL1019'19 AND GO SOUTHEASTERLY FOR 4.4 MILES TO A BRIDGE OVER THE
 EL1019'LITTLE WASHITA RIVER, CONTINUE SOUTHEASTERLY ON HIGHWAY 19 FOR
 EL1019'1.3 MILES TO CROSSROADS, TURN RIGHT WEST, FOR 0.45 MILE TO A
 EL1019'T-ROAD LEFT, TURN LEFT, SOUTH, FOR 1 MILE TO A T-ROAD LEFT,
 EL1019'TURN LEFT, EAST FOR 0.05 MILE TO ENTRANCE TO FARM HOME ON THE
 EL1019'LEFT AND STATION.
 EL1019'
 EL1019'STATION MARKS ARE STANDARD DISKS, STAMPED TOM 1957.  THE SURFACE
 EL1019'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 EL1019'PROJECTING 1 INCH.  IT IS 141 FEET NORTH OF THE CENTER OF A GRADED
 EL1019'ROAD, 91 FEET EAST OF THE NORTHEAST CORNER OF A FARM HOUSE,
 EL1019'58 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL TIN SHED,
 EL1019'53 FEET WEST-SOUTHWEST OF A BARN LOT FENCE CORNER, 26 FEET
 EL1019'EAST OF A POWERLINE POLE AND 37 FEET EAST OF THE CENTER
 EL1019'OF A DRIVEWAY IN FARMYARD.  THE UNDERGROUND MARK WAS SET
 EL1019'IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 EL1019'SURFACE.
 EL1019'
 EL1019'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TOM NO 1 1957, SET
 EL1019'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6
 EL1019'INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF A GRADED ROAD, 32
 EL1019'FEET EAST OF THE EAST DRIVEWAY LEADING INTO FARM YARD, 16 FEET
 EL1019'SOUTH OF THE SOUTHEAST CORNER OF THE FARM HOUSE AND 1 FOOT
 EL1019'NORTHEAST OF A POWERLINE POLE.
 EL1019'
 EL1019'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOM NO 2 1957, SET
 EL1019'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6
 EL1019'INCHES.  IT IS 66 FEET NORTHWEST OF A POWERLINE POLE, 60 FEET
 EL1019'NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 27 FEET WEST
 EL1019'OF THE SOUTHWEST CORNER OF A SMALL TIN SHED AND 3 FEET NORTH OF
 EL1019'THE SOUTH END OF A GARDEN FENCE.
 EL1019'
 EL1019'AZIMUTH MARK IS A STANDARD DISK, STAMPED TOM 1957, SET IN THE TOP
 EL1019'OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EL1019'35 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 1 FOOT NORTH OF
 EL1019'A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1 FOOT EAST OF
 EL1019'THE MARK.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 EL1019'GRADED ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT.
 EL1019'
 EL1019'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EL1019
 EL1019                          STATION RECOVERY (1968)
 EL1019
 EL1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1019'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EL1019'CONDITION.  DUE TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 EL1019'
 EL1019'THE STATION IS IN A FARM YARD, ABOUT 8 MILES SOUTHEAST OF CHICKASHA,
 EL1019'5 MILES NORTHWEST OF ALEX AND ON LAND OWNED BY MR. TOM CARLIN.
 EL1019'
 EL1019'TO REACH THE STATION FROM THE POST OFFICE IN CHICKASHA, GO SOUTH
 EL1019'ON U.S. HIGHWAY 81 AND 277 FOR 3.95 MILES TO JUNCTION WITH STATE
 EL1019'HIGHWAY 19.  TURN LEFT AND GO SOUTHEASTERLY ON STATE HIGHWAY 19
 EL1019'FOR 4.4 MILES TO A BRIDGE OVER LITTLE WASHITA RIVER.  CONTINUE
 EL1019'SOUTHEASTERLY ON STATE HIGHWAY 19 FOR 1.3 MILES TO A CROSSROADS.
 EL1019'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.45 MILE TO A
 EL1019'SIDEROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 1.0
 EL1019'MILE TO A SIDEROAD LEFT.  TURN LEFT AND GO EAST ON A GRADED ROAD
 EL1019'FOR 0.05 MILE TO A WIRE GATE AND ENTRANCE TO FARM YARD AND STATION
 EL1019'ON THE LEFT.  THE STATION MARK IS A STANDARD DISK, STAMPED TOM
 EL1019'1957, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 EL1019'THAT IS FLUSH WITH THE GROUND.  IT IS 19 FEET WEST OF A FENCE AND
 EL1019'A METAL WITNESS POST AND 59 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EL1019'A METAL BUILDING.
 EL1019'
 EL1019'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TOM NO 1 1957, SET
 EL1019'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EL1019'6 INCHES.  IT IS 1.6 FEET NORTHEAST OF A POWERLINE POLE, 27 FEET
 EL1019'SOUTHEAST OF THE CENTERLINE OF FARM DRIVEWAY, 39 FEET NORTH OF
 EL1019'THE CENTERLINE OF A GRADED ROAD AND 44 FEET EAST-NORTHEAST OF THE
 EL1019'EAST GATE POST.
 EL1019'
 EL1019'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TOM NO 2 1957, SET
 EL1019'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 EL1019'INCHES.  IT IS 1 FOOT EAST OF A BOARD FENCE, 5.7 FEET NORTHWEST
 EL1019'OF THE WEST GATE POST, 3 FEET NORTH OF A BOARD FENCE AND 27 FEET
 EL1019'WEST OF THE SOUTHWEST CORNER OF A METAL BUILDING.
 EL1019'
 EL1019'AZIMUTH MARK IS A STANDARD DISK, STAMPED TOM 1957, SET IN THE
 EL1019'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 EL1019'IT IS 2.6 FEET WEST OF A METAL WITNESS POST, 0.5 FEET NORTH OF A
 EL1019'FENCELINE AND 35 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD.
 EL1019'
 EL1019'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED ROAD
 EL1019'FOR 0.8 MILE TO AZMUTH MARK ON THE LEFT.
 EL1019
 EL1019                          STATION RECOVERY (1976)
 EL1019
 EL1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 EL1019'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 EL1019'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EL1019
 EL1019                          STATION RECOVERY (1976)
 EL1019
 EL1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLR)
 EL1019'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 EL1019'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EL1019
 EL1019                          STATION RECOVERY (2012)
 EL1019
 EL1019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (PJ)
 EL1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0633 ***********************************************************************
 FK0633  DESIGNATION -  TONGPORT
 FK0633  PID         -  FK0633
 FK0633  STATE/COUNTY-  OK/BLAINE
 FK0633  COUNTRY     -  US
 FK0633  USGS QUAD   -  WATONGA (2018)
 FK0633
 FK0633                         *CURRENT SURVEY CONTROL
 FK0633  ______________________________________________________________________
 FK0633* NAD 83(1993) POSITION- 35 51 35.54103(N) 098 25 13.72952(W)   ADJUSTED
 FK0633* NAD 83(1993) ELLIP HT-   440.199 (meters)        (11/28/94)   ADJUSTED
 FK0633* NAVD 88 ORTHO HEIGHT -   467.3   (meters)     1533.    (feet) VERTCON3
 FK0633  ______________________________________________________________________
 FK0633  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FK0633  NAD 83(1993) X  -   -757,879.755 (meters)                     COMP
 FK0633  NAD 83(1993) Y  - -5,119,687.769 (meters)                     COMP
 FK0633  NAD 83(1993) Z  -  3,715,859.606 (meters)                     COMP
 FK0633  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 FK0633  HORZ ORDER      -  SECOND
 FK0633  ELLP ORDER      -  FIFTH     CLASS I
 FK0633
 FK0633.This mark is at Watonga Airport (OK78)
 FK0633
 FK0633.The horizontal coordinates were established by GPS observations
 FK0633.and adjusted by the National Geodetic Survey in November 1994.
 FK0633
 FK0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0633
 FK0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0633.GEOID18 height accuracy estimate available here.
 FK0633
 FK0633.Click photographs - Photos may exist for this station.
 FK0633
 FK0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0633
 FK0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0633
 FK0633.The ellipsoidal height was determined by GPS observations
 FK0633.and is referenced to NAD 83.
 FK0633
 FK0633. The following values were computed from the NAD 83(1993) position.
 FK0633
 FK0633;                    North         East     Units Scale Factor Converg.
 FK0633;SPC OK N     -    95,487.302   562,022.626   MT  0.99995973   -0 14 53.3
 FK0633;SPC OK N     -   313,277.92  1,843,902.57   sFT  0.99995973   -0 14 53.3
 FK0633;UTM  14      - 3,968,561.462   552,323.248   MT  0.99963373   +0 20 22.2
 FK0633
 FK0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0633!SPC OK N     -   0.99993091  x   0.99995973  =   0.99989065
 FK0633!UTM  14      -   0.99993091  x   0.99963373  =   0.99956467
 FK0633
 FK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE5232368561(NAD 83)
 FK0633
 FK0633                          SUPERSEDED SURVEY CONTROL
 FK0633
 FK0633  NAD 83(1986)-  35 51 35.54595(N)    098 25 13.71694(W) AD(       ) 2
 FK0633  NGVD 29 (11/30/89)  467.2    (m)  RAPSU86  model used  GPS OBS        
 FK0633
 FK0633.Superseded values are not recommended for survey control.
 FK0633
 FK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0633.See file dsdata.pdf to determine how the superseded data were derived.
 FK0633
 FK0633_MARKER: I = METAL ROD
 FK0633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FK0633_STAMPING: TONGPORT 1989
 FK0633_MARK LOGO: NGS
 FK0633_PROJECTION: RECESSED 4 CENTIMETERS
 FK0633_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0633+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2011
 FK0633_ROD/PIPE-DEPTH: 19.2 meters
 FK0633_SLEEVE-DEPTH  : 1.0 meters
 FK0633
 FK0633  HISTORY     - Date     Condition        Report By
 FK0633  HISTORY     - 1989     MONUMENTED       NGS
 FK0633  HISTORY     - 20051110 GOOD             AIRDAT
 FK0633  HISTORY     - 20110422 GOOD             WOOLPT
 FK0633
 FK0633                          STATION DESCRIPTION
 FK0633
 FK0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FK0633'THE STATION IS LOCATED 13.6 KM (8.45 MI) SOUTHWEST OF HITCHCOCK, 2.0
 FK0633'KM (1.25 MI) NORTH OF WATONGA, AND 1.3 KM (0.80 MI) EAST OF STATE
 FK0633'HIGHWAY 51A, AT THE WATONGA MUNICIPAL AIRPORT, IN THE SOUTH END OF A
 FK0633'GRASS STRIP BETWEEN THE SINGLE ASPHALT RUNWAY AND A PARALLEL TAXIWAY.
 FK0633'OWNERSHIP--CITY OF WATONGA, AIRPORT MANAGER IS ROGER BECKLOFF, ROUTE 3
 FK0633'BOX 50, WATONGA OK 73772. PHONE (405) 623-7350 OR HOME (405) 891-3433.
 FK0633'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 33 IN
 FK0633'WATONGA, GO NORTH FOR 2.0 KM (1.25 MI) ON HIGHWAY 8 TO A PAVED DRIVE
 FK0633'ON THE LEFT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.60 MI) ON THE
 FK0633'AIRPORT ENTRANCE DRIVE, ACROSS THE APRON AND ON THE MAIN CONNECTING
 FK0633'TAXIWAY PASSING THE AIRPORT OFFICE ON THE RIGHT TO THE STATION ON THE
 FK0633'RIGHT JUST BEFORE REACHING THE RUNWAY.
 FK0633'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FK0633'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 19.2 METERS IN A GREASE
 FK0633'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FK0633'COVERED BY A STANDARD NGS LOGO CAP 4 CM BELOW GROUND.  LOCATED 20.8 M
 FK0633'(68.2 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY, 15.8 M
 FK0633'(51.8 FT) NORTH FROM THE NORTH EDGE OF THE MAIN CONNECTING TAXIWAY,
 FK0633'15.7 M (51.5 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 FK0633'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
 FK0633
 FK0633                          STATION RECOVERY (2005)
 FK0633
 FK0633'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2005 (KEG)
 FK0633'RECOVERED IN GOOD CONDITION.
 FK0633
 FK0633                          STATION RECOVERY (2011)
 FK0633
 FK0633'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 FK0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0682 ***********************************************************************
 GH0682  DESIGNATION -  TONK
 GH0682  PID         -  GH0682
 GH0682  STATE/COUNTY-  OK/KAY
 GH0682  COUNTRY     -  US
 GH0682  USGS QUAD   -  TONKAWA (2018)
 GH0682
 GH0682                         *CURRENT SURVEY CONTROL
 GH0682  ______________________________________________________________________
 GH0682* NAD 83(1997) POSITION- 36 42 35.29384(N) 097 20 46.21271(W)   ADJUSTED
 GH0682* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 GH0682  ______________________________________________________________________
 GH0682  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 GH0682  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 GH0682  HORZ ORDER      -  THIRD
 GH0682
 GH0682.The horizontal coordinates were established by classical geodetic methods
 GH0682.and adjusted by the National Geodetic Survey in October 1998.
 GH0682
 GH0682.The orthometric height was scaled from a topographic map.
 GH0682
 GH0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0682.GEOID18 height accuracy estimate available here.
 GH0682
 GH0682.Click photographs - Photos may exist for this station.
 GH0682
 GH0682.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0682
 GH0682. The following values were computed from the NAD 83(1997) position.
 GH0682
 GH0682;                    North         East     Units Scale Factor Converg.
 GH0682;SPC OK N     -   189,909.713   658,417.888   MT  0.99999012   +0 23 09.1
 GH0682;SPC OK N     -   623,062.12  2,160,159.35   sFT  0.99999012   +0 23 09.1
 GH0682;UTM  14      - 4,063,955.313   647,714.507   MT  0.99986882   +0 59 19.6
 GH0682
 GH0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0682!SPC OK N     -   0.99995583  x   0.99999012  =   0.99994595
 GH0682!UTM  14      -   0.99995583  x   0.99986882  =   0.99982465
 GH0682
 GH0682:                Primary Azimuth Mark                     Grid Az
 GH0682:SPC OK N     -  TONK AZ MK                               089 38 18.9
 GH0682:UTM  14      -  TONK AZ MK                               089 02 08.4
 GH0682
 GH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4771463955(NAD 83)
 GH0682
 GH0682|---------------------------------------------------------------------|
 GH0682| PID    Reference Object                     Distance      Geod. Az  |
 GH0682|                                                           dddmmss.s |
 GH0682| CL5570 TONK RM 2                            10.212 METERS 03146     |
 GH0682| CL5569 TONK RM 1                             4.910 METERS 08019     |
 GH0682| CL5568 TONK AZ MK                                         0900128.0 |
 GH0682|---------------------------------------------------------------------|
 GH0682
 GH0682                          SUPERSEDED SURVEY CONTROL
 GH0682
 GH0682  NAD 83(1993)-  36 42 35.29467(N)    097 20 46.21236(W) AD(       ) 3
 GH0682  NAD 83(1986)-  36 42 35.30376(N)    097 20 46.20194(W) AD(       ) 3
 GH0682  NAD 27      -  36 42 35.18236(N)    097 20 45.03999(W) AD(       ) 3
 GH0682
 GH0682.Superseded values are not recommended for survey control.
 GH0682
 GH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0682.See file dsdata.pdf to determine how the superseded data were derived.
 GH0682
 GH0682_MARKER: DS = TRIANGULATION STATION DISK
 GH0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0682_STAMPING: TONK 1963
 GH0682_MARK LOGO: CGS
 GH0682_PROJECTION: FLUSH
 GH0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0682+STABILITY: SURFACE MOTION
 GH0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0682+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 GH0682
 GH0682  HISTORY     - Date     Condition        Report By
 GH0682  HISTORY     - 1963     MONUMENTED       CGS
 GH0682  HISTORY     - 20080317 GOOD             AIRDAT
 GH0682  HISTORY     - 20080529 GOOD             GEOCAC
 GH0682  HISTORY     - 20140410 GOOD             GEOCAC
 GH0682
 GH0682                          STATION DESCRIPTION
 GH0682
 GH0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0682'STATION IS LOCATED 3 MILES NORTHWEST OF TONKAWA, 1 MILE
 GH0682'NORTH OF THE JUNCTION OF U.S. HIGHWAY 60 AND INTERSTATE HIGHWAY
 GH0682'35 AND AT THE WEST END OF A BRIDGE OVER INTERSTATE HIGHWAY 35.
 GH0682'
 GH0682'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 177, IN
 GH0682'TONKAWA, GO NORTH AND WEST ON HIGHWAY 60 FOR 2.4 MILES TO A
 GH0682'CROSSROAD, TURN RIGHT, NORTH, ON GRADED ROAD, AND GO 1.0 MILE TO
 GH0682'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF A CROSSROAD, TURN
 GH0682'LEFT, WEST, AND GO 0.55 MILE TO THE WEST END OF A BRIDGE
 GH0682'OVER INTERSTATE HIGHWAY 35 AND THE STATION ON THE LEFT.
 GH0682'
 GH0682'STATION MARK IS A STANDARD DISK, STAMPED TONK 1963, SET IN
 GH0682'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0682'GROUND.  IT IS 15 FEET WEST OF THE WEST END OF THE BRIDGE,
 GH0682'14 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4.6 FEET EAST
 GH0682'OF A METAL WITNESS POST AND 2.7 FEET SOUTH OF A GUARD RAIL.
 GH0682'
 GH0682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TONK NO 1 1963,
 GH0682'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 GH0682'CONCRETE BRIDGE.  IT IS 1.0 FEET EAST OF THE WEST EDGE OF
 GH0682'THE CURBING, 0.9 FEET SOUTH OF THE NORTH EDGE OF THE CURBING
 GH0682'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GH0682'
 GH0682'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TONK NO 2 1963,
 GH0682'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 GH0682'CONCRETE BRIDGE.  IT IS 2.8 FEET EAST OF THE WEST EDGE OF THE
 GH0682'CURBING, 1.0 FEET NORTH OF THE SOUTH EDGE OF THE CURBING
 GH0682'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GH0682'
 GH0682'AZIMUTH MARK IS A STANDARD DISK, STAMPED TONK 1963, SET
 GH0682'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0682'3 INCHES.  IT IS 29 FEET WEST OF THE CENTERLINE OF THE
 GH0682'NORTH-SOUTH ROAD, 25 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 GH0682'ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST AND 2.0 FEET SOUTH
 GH0682'OF A POWER LINE POLE.
 GH0682
 GH0682                          STATION RECOVERY (2008)
 GH0682
 GH0682'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GH0682'RECOVERED IN GOOD CONDITION.
 GH0682
 GH0682                          STATION RECOVERY (2008)
 GH0682
 GH0682'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 GH0682'RECOVERED STATION,RM1,RM2 AND AZIMUTH
 GH0682
 GH0682                          STATION RECOVERY (2014)
 GH0682
 GH0682'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0682'RECOVERED STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK, IN GOOD
 GH0682'CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0683 ***********************************************************************
 GH0683  DESIGNATION -  TONKAWA
 GH0683  PID         -  GH0683
 GH0683  STATE/COUNTY-  OK/KAY
 GH0683  COUNTRY     -  US
 GH0683  USGS QUAD   -  TONKAWA (2018)
 GH0683
 GH0683                         *CURRENT SURVEY CONTROL
 GH0683  ______________________________________________________________________
 GH0683* NAD 83(1997) POSITION- 36 42 08.82036(N) 097 17 02.38419(W)   ADJUSTED
 GH0683* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0683  ______________________________________________________________________
 GH0683  GEOID HEIGHT    -        -28.719 (meters)                     GEOID18
 GH0683  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 GH0683  HORZ ORDER      -  SECOND
 GH0683
 GH0683.The horizontal coordinates were established by classical geodetic methods
 GH0683.and adjusted by the National Geodetic Survey in October 1998.
 GH0683
 GH0683.The orthometric height was scaled from a topographic map.
 GH0683
 GH0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0683.GEOID18 height accuracy estimate available here.
 GH0683
 GH0683.Click photographs - Photos may exist for this station.
 GH0683
 GH0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0683
 GH0683. The following values were computed from the NAD 83(1997) position.
 GH0683
 GH0683;                    North         East     Units Scale Factor Converg.
 GH0683;SPC OK N     -   189,132.873   663,978.938   MT  0.99998891   +0 25 21.2
 GH0683;SPC OK N     -   620,513.43  2,178,404.23   sFT  0.99998891   +0 25 21.2
 GH0683;UTM  14      - 4,063,237.128   653,282.810   MT  0.99988947   +1 01 32.8
 GH0683
 GH0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0683!SPC OK N     -   0.99995553  x   0.99998891  =   0.99994444
 GH0683!UTM  14      -   0.99995553  x   0.99988947  =   0.99984500
 GH0683
 GH0683:                Primary Azimuth Mark                     Grid Az
 GH0683:SPC OK N     -  TONKAWA AZ MK                            184 12 25.5
 GH0683:UTM  14      -  TONKAWA AZ MK                            183 36 13.9
 GH0683
 GH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5328263237(NAD 83)
 GH0683
 GH0683|---------------------------------------------------------------------|
 GH0683| PID    Reference Object                     Distance      Geod. Az  |
 GH0683|                                                           dddmmss.s |
 GH0683| CL5572 TONKAWA RM 1                         18.151 METERS 05910     |
 GH0683| GH0659 PONCA CITY HOSPITAL STACK           APPROX.19.4 KM 0822307.3 |
 GH0683| GH0661 PONCA CITY CONTL PL MICROWAVE       APPROX.17.3 KM 0935002.0 |
 GH0683| GH0673 MARLAND MUNICIPAL TANK              APPROX.19.9 KM 1432622.2 |
 GH0683| CL5571 TONKAWA AZ MK                                      1843746.7 |
 GH0683| CL5573 TONKAWA RM 2                         19.559 METERS 19642     |
 GH0683| GH0684 TONKAWA FARMERS COOP ELEVATOR       APPROX. 3.4 KM 2170042.7 |
 GH0683|---------------------------------------------------------------------|
 GH0683
 GH0683                          SUPERSEDED SURVEY CONTROL
 GH0683
 GH0683  NAD 83(1993)-  36 42 08.82109(N)    097 17 02.38374(W) AD(       ) 2
 GH0683  NAD 83(1986)-  36 42 08.83049(N)    097 17 02.37309(W) AD(       ) 2
 GH0683  NAD 27      -  36 42 08.70675(N)    097 17 01.22040(W) AD(       ) 2
 GH0683
 GH0683.Superseded values are not recommended for survey control.
 GH0683
 GH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0683.See file dsdata.pdf to determine how the superseded data were derived.
 GH0683
 GH0683_MARKER: DS = TRIANGULATION STATION DISK
 GH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0683_STAMPING: TONKAWA 1963
 GH0683_MARK LOGO: CGS
 GH0683_PROJECTION: FLUSH
 GH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0683+STABILITY: SURFACE MOTION
 GH0683
 GH0683  HISTORY     - Date     Condition        Report By
 GH0683  HISTORY     - 1963     MONUMENTED       CGS
 GH0683
 GH0683                          STATION DESCRIPTION
 GH0683
 GH0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0683'THE STATION IS LOCATED 1-3/4 MILES NORTHEAST OF TONKAWA, AND
 GH0683'8-1/2 MILES SOUTH OF BLACKWELL AND JUST WEST OF US HIGHWAY
 GH0683'177.  IT IS IN A FARM YARD AND ON THE PROPERTY OF MRS. EFFIE
 GH0683'SCHATZ AND WEST OF HER HOUSE.
 GH0683'
 GH0683'TO REACH FROM THE INTERSECTION OF MAIN AND NORTH STREETS AND THE
 GH0683'JUNCTION OF US HIGHWAYS 60 AND 177 IN TONKAWA, GO EAST ON
 GH0683'NORTH STREET AND US HIGHWAYS 60 AND 177 FOR 1.5 MILES TO
 GH0683'THEIR JUNCTION.  TURN LEFT AND GO NORTH ON US HIGHWAY 177
 GH0683'FOR 1.0 MILE TO A CROSSROAD.  TO REACH THE AZIMUTH MARK TURN
 GH0683'LEFT, SOUTH, FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT,
 GH0683'SOUTH SIDE OF THE ROAD.  FROM THE CROSSROAD CONTINUE NORTH FOR
 GH0683'FOR 0.5 MILE TO A DRIVE WAY ON THE LEFT, WEST, SIDE OF THE
 GH0683'HIGHWAY AND A STEEL PICKET FENCE AROUND THE YARD.  TURN LEFT
 GH0683'INTO THE DRIVE WAY AND GO WEST FOR 0.1 MILE TO THE EAST SIDE OF
 GH0683'A BARN AND THE STATION.
 GH0683'
 GH0683'THE STATION MARK IS A STANDARD DISK, STAMPED TONKAWA 1963, SET IN
 GH0683'THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 GH0683'OF THE GROUND.  IT IS 45 FEET WEST OF A BARN, 28 FEET NORTHEAST
 GH0683'OF THE NORTHEAST CORNER OF A BARN, 26 FEET NORTHEAST OF THE SOUTH
 GH0683'END OF A CATTLE GUARD, 20.5 FEET SOUTH OF A 24 INCH OAK TREE
 GH0683'AND 19 FEET EAST OF A FENCE.
 GH0683'
 GH0683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TONKAWA NO 1
 GH0683'1963, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 GH0683'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET SOUTH OF A
 GH0683'EAST-WEST FENCE AND 47.5 FEET WEST OF A 24 INCH OAK TREE.  THE
 GH0683'MARK IS THE SAME ELEVATION AS THE STATION MARK.
 GH0683'
 GH0683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TONKAWA NO 2 1963,
 GH0683'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0683'THE SURFACE OF THE GROUND.  IT IS 1.5 FEET EAST OF THE BARN
 GH0683'AND 17 FEET SOUTH OF THE CENTER OF THE BARN DOORWAY.  THE MARK
 GH0683'IS 1 FOOT LOWER THAN THE STATION MARK.
 GH0683'
 GH0683'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TONKAWA 1963,
 GH0683'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH
 GH0683'WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF THE
 GH0683'CENTERLINE OF THE ROAD, 4.5 FEET WEST OF A POWERLINE POLE
 GH0683'AND 1.5 FEET EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0680 ***********************************************************************
 GH0680  DESIGNATION -  TONKAWA EAST MUNICIPAL TANK
 GH0680  PID         -  GH0680
 GH0680  STATE/COUNTY-  OK/KAY
 GH0680  COUNTRY     -  US
 GH0680  USGS QUAD   -  TONKAWA (2018)
 GH0680
 GH0680                         *CURRENT SURVEY CONTROL
 GH0680  ______________________________________________________________________
 GH0680* NAD 83(1997) POSITION- 36 40 52.24120(N) 097 18 03.84720(W)   ADJUSTED
 GH0680  ______________________________________________________________________
 GH0680  GEOID HEIGHT    -        -28.683 (meters)                     GEOID18
 GH0680  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 GH0680  HORZ ORDER      -  THIRD
 GH0680
 GH0680.The horizontal coordinates were established by classical geodetic methods
 GH0680.and adjusted by the National Geodetic Survey in October 1998.
 GH0680
 GH0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0680.GEOID18 height accuracy estimate available here.
 GH0680
 GH0680.Click photographs - Photos may exist for this station.
 GH0680
 GH0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0680
 GH0680. The following values were computed from the NAD 83(1997) position.
 GH0680
 GH0680;                    North         East     Units Scale Factor Converg.
 GH0680;SPC OK N     -   186,761.255   662,470.387   MT  0.99998552   +0 24 44.9
 GH0680;SPC OK N     -   612,732.55  2,173,454.93   sFT  0.99998552   +0 24 44.9
 GH0680;UTM  14      - 4,060,850.007   651,799.447   MT  0.99988389   +1 00 54.3
 GH0680
 GH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5179960850(NAD 83)
 GH0680
 GH0680                          SUPERSEDED SURVEY CONTROL
 GH0680
 GH0680  NAD 83(1993)-  36 40 52.24192(N)    097 18 03.84688(W) AD(       ) 3
 GH0680  NAD 83(1986)-  36 40 52.25119(N)    097 18 03.83594(W) AD(       ) 3
 GH0680  NAD 27      -  36 40 52.12581(N)    097 18 02.68086(W) AD(       ) 3
 GH0680
 GH0680.Superseded values are not recommended for survey control.
 GH0680
 GH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0680.See file dsdata.pdf to determine how the superseded data were derived.
 GH0680
 GH0680_MARKER: 53 = ELEVATED TANK
 GH0680
 GH0680  HISTORY     - Date     Condition        Report By
 GH0680  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0680
 GH0680                          STATION DESCRIPTION
 GH0680
 GH0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0680'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH
 GH0680'ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS.  IT IS LOCATED
 GH0680'AT THE INTERSECTION OF NORTH PUBLIC STREET AND EAST NORTH
 GH0680'AVENUE IN TONKAWA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0684 ***********************************************************************
 GH0684  DESIGNATION -  TONKAWA FARMERS COOP ELEVATOR
 GH0684  PID         -  GH0684
 GH0684  STATE/COUNTY-  OK/KAY
 GH0684  COUNTRY     -  US
 GH0684  USGS QUAD   -  TONKAWA (2018)
 GH0684
 GH0684                         *CURRENT SURVEY CONTROL
 GH0684  ______________________________________________________________________
 GH0684* NAD 83(1997) POSITION- 36 40 39.59859(N) 097 18 25.88251(W)   ADJUSTED
 GH0684  ______________________________________________________________________
 GH0684  GEOID HEIGHT    -        -28.674 (meters)                     GEOID18
 GH0684  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 GH0684  HORZ ORDER      -  THIRD
 GH0684
 GH0684.The horizontal coordinates were established by classical geodetic methods
 GH0684.and adjusted by the National Geodetic Survey in October 1998.
 GH0684
 GH0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0684.GEOID18 height accuracy estimate available here.
 GH0684
 GH0684.Click photographs - Photos may exist for this station.
 GH0684
 GH0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0684
 GH0684. The following values were computed from the NAD 83(1997) position.
 GH0684
 GH0684;                    North         East     Units Scale Factor Converg.
 GH0684;SPC OK N     -   186,367.635   661,926.090   MT  0.99998497   +0 24 31.9
 GH0684;SPC OK N     -   611,441.15  2,171,669.18   sFT  0.99998497   +0 24 31.9
 GH0684;UTM  14      - 4,060,450.726   651,259.375   MT  0.99988188   +1 00 40.8
 GH0684
 GH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5125960450(NAD 83)
 GH0684
 GH0684                          SUPERSEDED SURVEY CONTROL
 GH0684
 GH0684  NAD 83(1993)-  36 40 39.59931(N)    097 18 25.88221(W) AD(       ) 3
 GH0684  NAD 83(1986)-  36 40 39.60852(N)    097 18 25.87129(W) AD(       ) 3
 GH0684  NAD 27      -  36 40 39.48385(N)    097 18 24.71638(W) AD(       ) 3
 GH0684
 GH0684.Superseded values are not recommended for survey control.
 GH0684
 GH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0684.See file dsdata.pdf to determine how the superseded data were derived.
 GH0684
 GH0684_MARKER: 65 = GRAIN ELEVATOR
 GH0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0684+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GH0684
 GH0684  HISTORY     - Date     Condition        Report By
 GH0684  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0684  HISTORY     - 20030709 GOOD             USPSQD
 GH0684
 GH0684                          STATION DESCRIPTION
 GH0684
 GH0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0684'THE STATION IS THE HOPPER LOCATED NEAR THE CENTER OF THE
 GH0684'TOP OF THE HEADHOUSE AT THE SOUTH END OF A 175 FOOT HIGH
 GH0684'ELEVATOR.  IT IS LOCATED IN THE TOWN OF TONKAWA.
 GH0684
 GH0684                          STATION RECOVERY (2003)
 GH0684
 GH0684'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 GH0684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0681 ***********************************************************************
 GH0681  DESIGNATION -  TONKAWA WEST MUNICIPAL TANK
 GH0681  PID         -  GH0681
 GH0681  STATE/COUNTY-  OK/KAY
 GH0681  COUNTRY     -  US
 GH0681  USGS QUAD   -  TONKAWA (2018)
 GH0681
 GH0681                         *CURRENT SURVEY CONTROL
 GH0681  ______________________________________________________________________
 GH0681* NAD 83(1997) POSITION- 36 40 46.88804(N) 097 18 33.38059(W)   ADJUSTED
 GH0681  ______________________________________________________________________
 GH0681  GEOID HEIGHT    -        -28.672 (meters)                     GEOID18
 GH0681  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 GH0681  HORZ ORDER      -  THIRD
 GH0681
 GH0681.The horizontal coordinates were established by classical geodetic methods
 GH0681.and adjusted by the National Geodetic Survey in October 1998.
 GH0681
 GH0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0681.GEOID18 height accuracy estimate available here.
 GH0681
 GH0681.Click photographs - Photos may exist for this station.
 GH0681
 GH0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0681
 GH0681. The following values were computed from the NAD 83(1997) position.
 GH0681
 GH0681;                    North         East     Units Scale Factor Converg.
 GH0681;SPC OK N     -   186,591.000   661,738.326   MT  0.99998529   +0 24 27.5
 GH0681;SPC OK N     -   612,173.97  2,171,053.16   sFT  0.99998529   +0 24 27.5
 GH0681;UTM  14      - 4,060,672.081   651,069.292   MT  0.99988117   +1 00 36.5
 GH0681
 GH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5106960672(NAD 83)
 GH0681
 GH0681                          SUPERSEDED SURVEY CONTROL
 GH0681
 GH0681  NAD 83(1993)-  36 40 46.88875(N)    097 18 33.38030(W) AD(       ) 3
 GH0681  NAD 83(1986)-  36 40 46.89799(N)    097 18 33.36933(W) AD(       ) 3
 GH0681  NAD 27      -  36 40 46.77401(N)    097 18 32.21300(W) AD(       ) 3
 GH0681
 GH0681.Superseded values are not recommended for survey control.
 GH0681
 GH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0681.See file dsdata.pdf to determine how the superseded data were derived.
 GH0681
 GH0681_MARKER: 53 = ELEVATED TANK
 GH0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0681+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 GH0681
 GH0681  HISTORY     - Date     Condition        Report By
 GH0681  HISTORY     - 1963     FIRST OBSERVED   CGS
 GH0681  HISTORY     - 20030709 GOOD             USPSQD
 GH0681
 GH0681                          STATION DESCRIPTION
 GH0681
 GH0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0681'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH
 GH0681'ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS.  IT IS LOCATED
 GH0681'ON EAST TONKAWA STREET, BETWEEN MAIN STREET AND 7TH STREET
 GH0681'IN TONKAWA.
 GH0681
 GH0681                          STATION RECOVERY (2003)
 GH0681
 GH0681'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 GH0681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1046 ***********************************************************************
 GH1046  DESIGNATION -  TONKPORT
 GH1046  PID         -  GH1046
 GH1046  STATE/COUNTY-  OK/KAY
 GH1046  COUNTRY     -  US
 GH1046  USGS QUAD   -  TONKAWA (2018)
 GH1046
 GH1046                         *CURRENT SURVEY CONTROL
 GH1046  ______________________________________________________________________
 GH1046* NAD 83(1997) POSITION- 36 44 55.90773(N) 097 20 56.19810(W)   ADJUSTED
 GH1046* NAD 83(1997) ELLIP HT-   283.683 (meters)        (10/02/98)   ADJUSTED
 GH1046* NAVD 88 ORTHO HEIGHT -   312.4   (meters)     1025.    (feet) VERTCON3
 GH1046  ______________________________________________________________________
 GH1046  GEOID HEIGHT    -        -28.646 (meters)                     GEOID18
 GH1046  NAD 83(1997) X  -   -654,517.899 (meters)                     COMP
 GH1046  NAD 83(1997) Y  - -5,074,911.215 (meters)                     COMP
 GH1046  NAD 83(1997) Z  -  3,795,268.253 (meters)                     COMP
 GH1046  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 GH1046  HORZ ORDER      -  SECOND
 GH1046  ELLP ORDER      -  FOURTH    CLASS I
 GH1046
 GH1046.This mark is at Blackwell Airport (OK56)
 GH1046
 GH1046.The horizontal coordinates were established by GPS observations
 GH1046.and adjusted by the National Geodetic Survey in October 1998.
 GH1046
 GH1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1046
 GH1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1046.GEOID18 height accuracy estimate available here.
 GH1046
 GH1046.Click photographs - Photos may exist for this station.
 GH1046
 GH1046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1046
 GH1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1046
 GH1046.The ellipsoidal height was determined by GPS observations
 GH1046.and is referenced to NAD 83.
 GH1046
 GH1046. The following values were computed from the NAD 83(1997) position.
 GH1046
 GH1046;                    North         East     Units Scale Factor Converg.
 GH1046;SPC OK N     -   194,242.446   658,141.002   MT  0.99999680   +0 23 03.2
 GH1046;SPC OK N     -   637,277.09  2,159,250.94   sFT  0.99999680   +0 23 03.2
 GH1046;UTM  14      - 4,068,284.347   647,392.050   MT  0.99986764   +0 59 16.9
 GH1046
 GH1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1046!SPC OK N     -   0.99995548  x   0.99999680  =   0.99995228
 GH1046!UTM  14      -   0.99995548  x   0.99986764  =   0.99982313
 GH1046
 GH1046:                Primary Azimuth Mark                     Grid Az
 GH1046:SPC OK N     -  TONKPORT AZ MK                           179 17 14.6
 GH1046:UTM  14      -  TONKPORT AZ MK                           178 41 00.9
 GH1046
 GH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4739268284(NAD 83)
 GH1046
 GH1046|---------------------------------------------------------------------|
 GH1046| PID    Reference Object                     Distance      Geod. Az  |
 GH1046|                                                           dddmmss.s |
 GH1046| GH1047 TONKPORT AZ MK                      APPROX. 0.9 KM 1794017.8 |
 GH1046|---------------------------------------------------------------------|
 GH1046
 GH1046                          SUPERSEDED SURVEY CONTROL
 GH1046
 GH1046  NAD 83(1993)-  36 44 55.90775(N)    097 20 56.19810(W) AD(       ) 2
 GH1046  ELLIP H (11/28/94)  283.684  (m)                       GP(       ) 5 1
 GH1046  NAD 83(1986)-  36 44 55.91508(N)    097 20 56.18821(W) AD(       ) 2
 GH1046  NGVD 29 (11/30/89)  312.3    (m)  RAPSU86  model used  GPS OBS        
 GH1046
 GH1046.Superseded values are not recommended for survey control.
 GH1046
 GH1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1046.See file dsdata.pdf to determine how the superseded data were derived.
 GH1046
 GH1046_MARKER: I = METAL ROD
 GH1046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1046_STAMPING: TONKPORT 1989
 GH1046_MARK LOGO: NGS
 GH1046_PROJECTION: FLUSH
 GH1046_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1046+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GH1046_ROD/PIPE-DEPTH: 10.1 meters
 GH1046_SLEEVE-DEPTH  : 1.0 meters
 GH1046
 GH1046  HISTORY     - Date     Condition        Report By
 GH1046  HISTORY     - 1989     MONUMENTED       NGS
 GH1046
 GH1046                          STATION DESCRIPTION
 GH1046
 GH1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GH1046'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTHWEST OF TONKAWA, AT
 GH1046'THE BLACKWELL-TONKAWA MUNICIPAL AIRPORT, IN THE NORTHEAST CORNER OF
 GH1046'THE MIDDLE ONE OF THREE GRASS STRIPS BETWEEN THE RUNWAY AND PARALLEL
 GH1046'TAXIWAY.  OWNERSHIP---CITIES OF BLACKWELL AND TONKAWA, C/O AIRPORT
 GH1046'MANAGER ED MANG, RR 2 BOX 120B, BLACKWELL OK 74631.  PHONE (405)
 GH1046'363-4242.
 GH1046'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 GH1046'HUBBARD ROAD (EXIT 218), 8.2 KM (5.10 MI) NORTHWEST OF TONKAWA, GO
 GH1046'WEST FOR 0.3 KM (0.20 MI) ON HUBBARD ROAD TO A PAVED ROAD LEFT.  TURN
 GH1046'LEFT AND GO SOUTH THEN EAST FOR 0.5 KM (0.30 MI) ON THE AIRPORT
 GH1046'ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE RIGHT AND A GRAVEL ROAD
 GH1046'AHEAD.  GO SOUTH THEN WEST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD,
 GH1046'PASSING TO THE EAST AND SOUTH OF THE AIRPORT OFFICE, TO A TAXIWAY.
 GH1046'CONTINUE WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO A PARALLEL
 GH1046'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 40 METERS ON THE PARALLEL TAXIWAY
 GH1046'TO THE STATION ON THE RIGHT JUST PAST A CONNECTING TAXIWAY RIGHT.
 GH1046'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GH1046'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.1 METERS IN A GREASE
 GH1046'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GH1046'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GH1046'23.3 M (76.4 FT) NORTHEAST FROM THE WEST CORNER OF A 0.7 METER BY 1.8
 GH1046'METER CONCRETE HEADWALL, 8.2 M (26.9 FT) SOUTH-SOUTHWEST FROM THE
 GH1046'CENTER OF THE CURVING SOUTHWEST JUNCTION OF THE PARALLEL TAXIWAY AND
 GH1046'CONNECTING TAXIWAY, AND 8.2 M (26.9 FT) WEST FROM THE WEST EDGE OF THE
 GH1046'PARALLEL TAXIWAY.
 GH1046'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1047 ***********************************************************************
 GH1047  DESIGNATION -  TONKPORT AZ MK
 GH1047  PID         -  GH1047
 GH1047  STATE/COUNTY-  OK/KAY
 GH1047  COUNTRY     -  US
 GH1047  USGS QUAD   -  TONKAWA (2018)
 GH1047
 GH1047                         *CURRENT SURVEY CONTROL
 GH1047  ______________________________________________________________________
 GH1047* NAD 83(1997) POSITION- 36 44 26.08896(N) 097 20 55.98574(W)   ADJUSTED
 GH1047* NAD 83(1997) ELLIP HT-   277.369 (meters)        (11/28/94)   ADJUSTED
 GH1047* NAVD 88 ORTHO HEIGHT -   306.2   (meters)     1005.    (feet) VERTCON3
 GH1047  ______________________________________________________________________
 GH1047  GEOID HEIGHT    -        -28.643 (meters)                     GEOID18
 GH1047  NAD 83(1997) X  -   -654,582.369 (meters)                     COMP
 GH1047  NAD 83(1997) Y  - -5,075,452.282 (meters)                     COMP
 GH1047  NAD 83(1997) Z  -  3,794,527.890 (meters)                     COMP
 GH1047  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 GH1047  HORZ ORDER      -  SECOND
 GH1047  ELLP ORDER      -  FIFTH     CLASS I
 GH1047
 GH1047.This mark is at Blackwell Airport (OK56)
 GH1047
 GH1047.The horizontal coordinates were established by GPS observations
 GH1047.and adjusted by the National Geodetic Survey in October 1998.
 GH1047
 GH1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1047
 GH1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1047.GEOID18 height accuracy estimate available here.
 GH1047
 GH1047.Click photographs - Photos may exist for this station.
 GH1047
 GH1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH1047
 GH1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1047
 GH1047.The ellipsoidal height was determined by GPS observations
 GH1047.and is referenced to NAD 83.
 GH1047
 GH1047. The following values were computed from the NAD 83(1997) position.
 GH1047
 GH1047;                    North         East     Units Scale Factor Converg.
 GH1047;SPC OK N     -   193,323.318   658,152.434   MT  0.99999534   +0 23 03.3
 GH1047;SPC OK N     -   634,261.59  2,159,288.44   sFT  0.99999534   +0 23 03.3
 GH1047;UTM  14      - 4,067,365.509   647,413.164   MT  0.99986772   +0 59 16.3
 GH1047
 GH1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1047!SPC OK N     -   0.99995647  x   0.99999534  =   0.99995181
 GH1047!UTM  14      -   0.99995647  x   0.99986772  =   0.99982420
 GH1047
 GH1047:                Primary Azimuth Mark                     Grid Az
 GH1047:SPC OK N     -  TONKPORT                                 359 17 14.6
 GH1047:UTM  14      -  TONKPORT                                 358 41 01.6
 GH1047
 GH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4741367365(NAD 83)
 GH1047
 GH1047|---------------------------------------------------------------------|
 GH1047| PID    Reference Object                     Distance      Geod. Az  |
 GH1047|                                                           dddmmss.s |
 GH1047| GH1046 TONKPORT                            APPROX. 0.9 KM 3594017.9 |
 GH1047|---------------------------------------------------------------------|
 GH1047
 GH1047                          SUPERSEDED SURVEY CONTROL
 GH1047
 GH1047  NAD 83(1993)-  36 44 26.08898(N)    097 20 55.98574(W) AD(       ) 2
 GH1047  NAD 83(1986)-  36 44 26.09582(N)    097 20 55.97777(W) AD(       ) 2
 GH1047  NGVD 29 (11/30/89)  306.1    (m)  RAPSU86  model used  GPS OBS        
 GH1047
 GH1047.Superseded values are not recommended for survey control.
 GH1047
 GH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1047.See file dsdata.pdf to determine how the superseded data were derived.
 GH1047
 GH1047_MARKER: I = METAL ROD
 GH1047_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GH1047_STAMPING: TONKPORT AZ MK 1989
 GH1047_MARK LOGO: NGS
 GH1047_PROJECTION: FLUSH
 GH1047_MAGNETIC: I = MARKER IS A STEEL ROD
 GH1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH1047+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GH1047_ROD/PIPE-DEPTH: 6.8 meters
 GH1047_SLEEVE-DEPTH  : 1.0 meters
 GH1047
 GH1047  HISTORY     - Date     Condition        Report By
 GH1047  HISTORY     - 1989     MONUMENTED       NGS
 GH1047
 GH1047                          STATION DESCRIPTION
 GH1047
 GH1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GH1047'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTHWEST OF TONKAWA, AT
 GH1047'THE BLACKWELL-TONKAWA MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF
 GH1047'THE SOUTHERN MOST ONE OF THREE GRASS STRIPS BETWEEN THE RUNWAY AND THE
 GH1047'PARALLEL TAXIWAY.  OWNERSHIP---CITIES OF BLACKWELL AND TONKAWA, C/O
 GH1047'AIRPORT MANAGER ED MANG, RR 2 BOX 120B, BLACKWELL OK 74631.  PHONE
 GH1047'(405) 363-4242.
 GH1047'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 GH1047'HUBBARD ROAD (EXIT 218), 8.2 KM (5.10 MI) NORTHWEST OF TONKAWA, GO
 GH1047'WEST FOR 0.3 KM (0.20 MI) ON HUBBARD ROAD TO A PAVED ROAD LEFT.  TURN
 GH1047'LEFT AND GO SOUTH THEN EAST FOR 0.5 KM (0.30 MI) ON THE AIRPORT
 GH1047'ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE RIGHT AND A GRAVEL ROAD
 GH1047'AHEAD.  GO SOUTH THEN WEST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD,
 GH1047'PASSING TO THE EAST THEN SOUTH OF THE AIRPORT OFFICE, TO A TAXIWAY.
 GH1047'CONTINUE WEST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE PARALLEL
 GH1047'TAXIWAY.  TURN LEFT AND GO SOUTH FOR 1.0 KM (0.60 MI) ON THE PARALLEL
 GH1047'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE A CONNECTING TAXIWAY
 GH1047'RIGHT.
 GH1047'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GH1047'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.8 METERS IN A GREASE
 GH1047'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GH1047'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GH1047'32.3 M (106.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE SOUTH END OF
 GH1047'THE PARALLEL TAXIWAY, 13.7 M (44.9 FT) NORTHEAST FROM THE NORTHEAST
 GH1047'CORNER OF A 0.7 METER BY 1.8 METER CONCRETE HEADWALL, AND 5.9 M
 GH1047'(19.4 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY.
 GH1047'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0970 ***********************************************************************
 EK0970  DESIGNATION -  TOWSON
 EK0970  PID         -  EK0970
 EK0970  STATE/COUNTY-  OK/CHOCTAW
 EK0970  COUNTRY     -  US
 EK0970  USGS QUAD   -  SWINK (2019)
 EK0970
 EK0970                         *CURRENT SURVEY CONTROL
 EK0970  ______________________________________________________________________
 EK0970* NAD 83(1993) POSITION- 34 01 21.07072(N) 095 13 31.75500(W)   ADJUSTED
 EK0970* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 EK0970  ______________________________________________________________________
 EK0970  GEOID HEIGHT    -        -29.003 (meters)                     GEOID18
 EK0970  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 EK0970  HORZ ORDER      -  FIRST
 EK0970
 EK0970.The horizontal coordinates were established by classical geodetic methods
 EK0970.and adjusted by the National Geodetic Survey in November 1994.
 EK0970
 EK0970.The orthometric height was scaled from a topographic map.
 EK0970
 EK0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0970.GEOID18 height accuracy estimate available here.
 EK0970
 EK0970.Click photographs - Photos may exist for this station.
 EK0970
 EK0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0970
 EK0970. The following values were computed from the NAD 83(1993) position.
 EK0970
 EK0970;                    North         East     Units Scale Factor Converg.
 EK0970;SPC OK S     -    79,968.732   856,218.632   MT  0.99998366   +1 34 29.5
 EK0970;SPC OK S     -   262,364.08  2,809,110.63   sFT  0.99998366   +1 34 29.5
 EK0970;SPC TXNC     - 2,265,968.060   902,391.169   MT  1.00001606   +1 47 09.2
 EK0970;SPC TXNC     - 7,434,263.54  2,960,595.03   sFT  1.00001606   +1 47 09.2
 EK0970;UTM  15      - 3,766,886.469   294,515.829   MT  1.00012053   -1 14 44.3
 EK0970
 EK0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0970!SPC OK S     -   0.99998053  x   0.99998366  =   0.99996419
 EK0970!SPC TXNC     -   0.99998053  x   1.00001606  =   0.99999659
 EK0970!UTM  15      -   0.99998053  x   1.00012053  =   1.00010106
 EK0970
 EK0970:                Primary Azimuth Mark                     Grid Az
 EK0970:SPC OK S     -  TOWSON AZ MK                             094 59 22.8
 EK0970:SPC TXNC     -  TOWSON AZ MK                             094 46 43.1
 EK0970:UTM  15      -  TOWSON AZ MK                             097 48 36.6
 EK0970
 EK0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9451566886(NAD 83)
 EK0970
 EK0970|---------------------------------------------------------------------|
 EK0970| PID    Reference Object                     Distance      Geod. Az  |
 EK0970|                                                           dddmmss.s |
 EK0970| CY2486 TOWSON RM 1                          23.826 METERS 08114     |
 EK0970| CY2485 TOWSON AZ MK                                       0963352.3 |
 EK0970| EK0969 VALLIANT MUNICIPAL TANK             APPROX.11.8 KM 1002531.1 |
 EK0970| EK0509 M 64                                 79.569 METERS 24009     |
 EK0970| CY2487 TOWSON RM 2                          25.012 METERS 25406     |
 EK0970| EK0973 FORT TOWSON MUNICIPAL TANK          APPROX. 3.9 KM 2650256.9 |
 EK0970| EK0972 BULL CREEK LOOKOUT TOWER            APPROX.12.2 KM 3541410.3 |
 EK0970|---------------------------------------------------------------------|
 EK0970
 EK0970                          SUPERSEDED SURVEY CONTROL
 EK0970
 EK0970  NAD 83(1986)-  34 01 21.07622(N)    095 13 31.74364(W) AD(       ) 1
 EK0970  NAD 27      -  34 01 20.69400(N)    095 13 30.90800(W) AD(       ) 1
 EK0970
 EK0970.Superseded values are not recommended for survey control.
 EK0970
 EK0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0970.See file dsdata.pdf to determine how the superseded data were derived.
 EK0970
 EK0970_MARKER: DS = TRIANGULATION STATION DISK
 EK0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0970_STAMPING: TOWSON 1951
 EK0970_MARK LOGO: CGS
 EK0970_PROJECTION: FLUSH
 EK0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0970+STABILITY: SURFACE MOTION
 EK0970
 EK0970  HISTORY     - Date     Condition        Report By
 EK0970  HISTORY     - 1951     MONUMENTED       CGS
 EK0970  HISTORY     - 1957     GOOD             CGS
 EK0970
 EK0970                          STATION DESCRIPTION
 EK0970
 EK0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0970'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF FT. TOWSON, ON
 EK0970'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 70.  IT IS 98.5 FEET
 EK0970'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE, 54 FEET
 EK0970'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHEAST
 EK0970'OF A POWER-LINE POLE, AND 13 FEET SOUTH OF A FENCE.  THE
 EK0970'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 EK0970'DISK IS STAMPED, TOWSON 1951.
 EK0970'
 EK0970'REFERENCE MARK NO. 1 IS 61 FEET NORTH OF THE CENTERLINE OF
 EK0970'THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 EK0970'ABOUT 6 INCHES AND THE DISK IS STAMPED, TOWSON NO 1 1951.
 EK0970'
 EK0970'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE CENTERLINE OF
 EK0970'THE HIGHWAY, 9 FEET SOUTHEAST OF A 14 INCH ELM TREE, AND 1
 EK0970'FOOT NORTH OF A YARD-FENCE OF POLE CONSTRUCTION.  THE MARK
 EK0970'PROJECTS 4 INCHES AND THE DISC IS STAMPED, TOWSON NO 2 1951.
 EK0970'
 EK0970'AZIMUTH MARK IS 52 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EK0970'9.4 FEET NORTH OF A CONCRETE CULVERT, AND 2.5 FEET NORTH OF
 EK0970'A WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 EK0970'DISC IS STAMPED, TOWSON 1951.
 EK0970'
 EK0970'BENCH MARK M-64 IS 63 FEET SOUTH OF THE CENTERLINE OF THE
 EK0970'HIGHWAY, 43 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 EK0970'TRACKS, 19 FEET EAST OF THE CENTER OF A GRAVEL ROAD, AND 4.5
 EK0970'FEET SOUTH OF A FENCE CORNER.  THE MARK IS A 7-BY-7 INCH
 EK0970'CONCRETE POST THAT PROJECTS ABOUT 16 INCHES WITH A STANDARD
 EK0970'BENCH MARK DISK SET IN THE TOP THAT IS STAMPED, 4C 46 M64
 EK0970'1934.  THE TRAVERSE DISTANCE IS AS SHOWN ABOVE.
 EK0970'
 EK0970'TO REACH THE STATION FROM THE POST OFFICE IN FT. TOWSON,
 EK0970'GO EAST ON U.S. HIGHWAY 70 FOR 2.4 MILES TO A BROWN STONE
 EK0970'HOUSE AND THE STATION ON THE LEFT.
 EK0970'
 EK0970'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 EK0970'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT BY A CONCRETE
 EK0970'CULVERT.
 EK0970'
 EK0970'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EK0970
 EK0970                          STATION RECOVERY (1957)
 EK0970
 EK0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 EK0970'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EK0970'IN GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE THE AZIMUTH
 EK0970'MARK.  THE DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 EK0970'CORRECT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0864 ***********************************************************************
 GH0864  DESIGNATION -  TPS 25 26N RS 6 7W TWP COR
 GH0864  PID         -  GH0864
 GH0864  STATE/COUNTY-  OK/GRANT
 GH0864  COUNTRY     -  US
 GH0864  USGS QUAD   -  POND CREEK NW (2018)
 GH0864
 GH0864                         *CURRENT SURVEY CONTROL
 GH0864  ______________________________________________________________________
 GH0864* NAD 83(1997) POSITION- 36 40 49.84567(N) 097 53 36.88704(W)   ADJUSTED
 GH0864* NAVD 88 ORTHO HEIGHT -   353.    (meters)     1158.    (feet) VERTCON3
 GH0864  ______________________________________________________________________
 GH0864  GEOID HEIGHT    -        -27.899 (meters)                     GEOID18
 GH0864  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 GH0864  HORZ ORDER      -  THIRD
 GH0864
 GH0864.The horizontal coordinates were established by classical geodetic methods
 GH0864.and adjusted by the National Geodetic Survey in October 1998.
 GH0864
 GH0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0864
 GH0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0864.GEOID18 height accuracy estimate available here.
 GH0864
 GH0864.Click photographs - Photos may exist for this station.
 GH0864
 GH0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0864
 GH0864. The following values were computed from the NAD 83(1997) position.
 GH0864
 GH0864;                    North         East     Units Scale Factor Converg.
 GH0864;SPC OK N     -   186,467.763   609,511.990   MT  0.99998542   +0 03 46.1
 GH0864;SPC OK N     -   611,769.65  1,999,707.25   sFT  0.99998542   +0 03 46.1
 GH0864;UTM  14      - 4,060,001.772   598,857.048   MT  0.99972040   +0 39 39.5
 GH0864
 GH0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0864!SPC OK N     -   0.99994896  x   0.99998542  =   0.99993438
 GH0864!UTM  14      -   0.99994896  x   0.99972040  =   0.99966937
 GH0864
 GH0864:                Primary Azimuth Mark                     Grid Az
 GH0864:SPC OK N     -  VICAR                                    198 15 23.5
 GH0864:UTM  14      -  VICAR                                    197 39 30.1
 GH0864
 GH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9885760001(NAD 83)
 GH0864
 GH0864|---------------------------------------------------------------------|
 GH0864| PID    Reference Object                     Distance      Geod. Az  |
 GH0864|                                                           dddmmss.s |
 GH0864| GH0862 VICAR                               APPROX. 0.7 KM 1981909.6 |
 GH0864|---------------------------------------------------------------------|
 GH0864
 GH0864                          SUPERSEDED SURVEY CONTROL
 GH0864
 GH0864  NAD 83(1993)-  36 40 49.84686(N)    097 53 36.88788(W) AD(       ) 3
 GH0864  NAD 83(1986)-  36 40 49.85208(N)    097 53 36.87588(W) AD(       ) 3
 GH0864  NAD 27      -  36 40 49.74000(N)    097 53 35.67000(W) AD(       ) 3
 GH0864  USSD        -  36 40 49.68000(N)    097 53 35.92000(W) AD(       ) 3
 GH0864  NGVD 29 (07/19/86)  353.     (m)         1158.     (f) VERT ANG       
 GH0864
 GH0864.Superseded values are not recommended for survey control.
 GH0864
 GH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0864.See file dsdata.pdf to determine how the superseded data were derived.
 GH0864
 GH0864_MARKER: Z = SEE DESCRIPTION
 GH0864_SP_SET: WOOD POST
 GH0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0864
 GH0864  HISTORY     - Date     Condition        Report By
 GH0864  HISTORY     - 1902     MONUMENTED       CGS
 GH0864  HISTORY     - 1934     MARK NOT FOUND   CGS
 GH0864
 GH0864                          STATION DESCRIPTION
 GH0864
 GH0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 GH0864'CEDAR POST.
 GH0864
 GH0864                          STATION RECOVERY (1934)
 GH0864
 GH0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0864'POST MARKING THE CORNER COMMON TO TPS. 25 AND 26 N., RS.
 GH0864'6 AND 7 W. NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0569 ***********************************************************************
 FK0569  DESIGNATION -  TRAIL
 FK0569  PID         -  FK0569
 FK0569  STATE/COUNTY-  OK/DEWEY
 FK0569  COUNTRY     -  US
 FK0569  USGS QUAD   -  TRAIL (2018)
 FK0569
 FK0569                         *CURRENT SURVEY CONTROL
 FK0569  ______________________________________________________________________
 FK0569* NAD 83(1993) POSITION- 35 57 11.20907(N) 099 19 58.68239(W)   ADJUSTED
 FK0569* NAVD 88 ORTHO HEIGHT -   668.    (meters)     2192.    (feet) SCALED
 FK0569  ______________________________________________________________________
 FK0569  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 FK0569  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 FK0569  HORZ ORDER      -  FIRST
 FK0569
 FK0569.The horizontal coordinates were established by classical geodetic methods
 FK0569.and adjusted by the National Geodetic Survey in November 1994.
 FK0569
 FK0569.The orthometric height was scaled from a topographic map.
 FK0569
 FK0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0569.GEOID18 height accuracy estimate available here.
 FK0569
 FK0569.Click photographs - Photos may exist for this station.
 FK0569
 FK0569.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0569
 FK0569. The following values were computed from the NAD 83(1993) position.
 FK0569
 FK0569;                    North         East     Units Scale Factor Converg.
 FK0569;SPC OK N     -   106,575.869   479,753.154   MT  0.99995237   -0 47 11.9
 FK0569;SPC OK N     -   349,657.66  1,573,990.14   sFT  0.99995237   -0 47 11.9
 FK0569;UTM  14      - 3,978,799.317   469,972.640   MT  0.99961111   -0 11 43.8
 FK0569
 FK0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0569!SPC OK N     -   0.99989955  x   0.99995237  =   0.99985192
 FK0569!UTM  14      -   0.99989955  x   0.99961111  =   0.99951070
 FK0569
 FK0569:                Primary Azimuth Mark                     Grid Az
 FK0569:SPC OK N     -  TRAIL AZ MK                              055 47 27.1
 FK0569:UTM  14      -  TRAIL AZ MK                              055 11 59.0
 FK0569
 FK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME6997278799(NAD 83)
 FK0569
 FK0569|---------------------------------------------------------------------|
 FK0569| PID    Reference Object                     Distance      Geod. Az  |
 FK0569|                                                           dddmmss.s |
 FK0569| GJ0676 VICI WATER TANK                     APPROX.22.0 KM 0081643.0 |
 FK0569| GJ0675 VICI FARMERS CO OP ASSN E ELEV      APPROX.22.2 KM 0083149.7 |
 FK0569| CL3451 TRAIL RM 1                            9.258 METERS 03737     |
 FK0569| CL3450 TRAIL AZ MK                                        0550015.2 |
 FK0569| CL3452 TRAIL RM 2                           10.851 METERS 29732     |
 FK0569|---------------------------------------------------------------------|
 FK0569
 FK0569                          SUPERSEDED SURVEY CONTROL
 FK0569
 FK0569  NAD 83(1986)-  35 57 11.21261(N)    099 19 58.67375(W) AD(       ) 1
 FK0569  NAD 27      -  35 57 11.04293(N)    099 19 57.29070(W) AD(       ) 1
 FK0569
 FK0569.Superseded values are not recommended for survey control.
 FK0569
 FK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0569.See file dsdata.pdf to determine how the superseded data were derived.
 FK0569
 FK0569_MARKER: DS = TRIANGULATION STATION DISK
 FK0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0569_STAMPING: TRAIL 1963
 FK0569_MARK LOGO: CGS
 FK0569_PROJECTION: FLUSH
 FK0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0569+STABILITY: SURFACE MOTION
 FK0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0569+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2017
 FK0569
 FK0569  HISTORY     - Date     Condition        Report By
 FK0569  HISTORY     - 1963     MONUMENTED       CGS
 FK0569  HISTORY     - 20170919 GOOD             INDIV
 FK0569
 FK0569                          STATION DESCRIPTION
 FK0569
 FK0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 FK0569'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 2-1/2 MILES WEST OF
 FK0569'CAMARGO, 5-3/4 MILES NORTH AND 1 MILE EAST OF LEEDEY, ON THE HIGHEST
 FK0569'POINT OF A BARE RIDGE AND ON LAND LEASED BY IRA M. FARRIS OF
 FK0569'LEEDEY.
 FK0569'
 FK0569'TO REACH THE STATION FROM THE FIRST STATE BANK IN CAMARGO, GO SOUTH
 FK0569'ON STATE HIGHWAY 34 FOR 4.35 MILES TO A CROSSROADS.  TURN RIGHT AND
 FK0569'GO WEST ON A GRADED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 FK0569'LEFT.  CONTINUE WEST FOR 0.1 MILE TO A GATE AT A CURVE IN THE
 FK0569'ROAD.  PASS THROUGH THE GATE AND GO SOUTH, WEST AND NORTHWEST ON
 FK0569'A WINDING ROAD FOR 0.55 MILE TO THE HIGHEST POINT AT THE STATION
 FK0569'ON THE RIGHT.
 FK0569'
 FK0569'THE STATION MARK IS A STANDARD DISK, STAMPED TRAIL 1963, SET IN THE
 FK0569'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 FK0569'3.9 FEET NORTH OF A WITNESS POST AND 52.2 FEET NORTHEAST OF THE
 FK0569'CENTERLINE OF THE ROAD.
 FK0569'
 FK0569'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRAIL NO. 1 1963, SET IN
 FK0569'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 FK0569'IS 82.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND AT ABOUT
 FK0569'THE SAME ELEVATION AS THE STATION.
 FK0569'
 FK0569'REFERENCE MARK 2 IS STANDARD DISK, STAMPED TRAIL NO. 2 1963, SET IN
 FK0569'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 FK0569'IS 48.3 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND ABOUT 2
 FK0569'FEET LOWER THAN THE STATION.
 FK0569'
 FK0569'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TRAIL 1963, SET IN THE
 FK0569'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 FK0569'ABOUT 100 FEET SOUTHWEST AND 15 FEET LOWER THAN THE TOP OF A GRADE,
 FK0569'34.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1.9 FEET WEST
 FK0569'OF A WITNESS POST.
 FK0569
 FK0569                          STATION RECOVERY (2017)
 FK0569
 FK0569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (ES)
 FK0569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0963 ***********************************************************************
 GK0963  DESIGNATION -  TRANSWESTERN PIPELINE CO MAST
 GK0963  PID         -  GK0963
 GK0963  STATE/COUNTY-  OK/BEAVER
 GK0963  COUNTRY     -  US
 GK0963  USGS QUAD   -  SLAPOUT (2018)
 GK0963
 GK0963                         *CURRENT SURVEY CONTROL
 GK0963  ______________________________________________________________________
 GK0963* NAD 83(1993) POSITION- 36 32 13.29161(N) 100 06 38.58852(W)   ADJUSTED
 GK0963  ______________________________________________________________________
 GK0963  GEOID HEIGHT    -        -27.815 (meters)                     GEOID18
 GK0963  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 GK0963  HORZ ORDER      -  THIRD
 GK0963
 GK0963.The horizontal coordinates were established by classical geodetic methods
 GK0963.and adjusted by the National Geodetic Survey in November 1994.
 GK0963
 GK0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0963.GEOID18 height accuracy estimate available here.
 GK0963
 GK0963.Click photographs - Photos may exist for this station.
 GK0963
 GK0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0963
 GK0963. The following values were computed from the NAD 83(1993) position.
 GK0963
 GK0963;                    North         East     Units Scale Factor Converg.
 GK0963;SPC OK N     -   172,594.563   411,009.716   MT  0.99996615   -1 14 44.3
 GK0963;SPC OK N     -   566,254.00  1,348,454.38   sFT  0.99996615   -1 14 44.3
 GK0963;SPC TX N     - 1,282,344.614   324,416.483   MT  1.00010170   +0 48 18.5
 GK0963;SPC TX N     - 4,207,158.95  1,064,356.41   sFT  1.00010170   +0 48 18.5
 GK0963;UTM  14      - 4,044,088.883   400,574.812   MT  0.99972179   -0 39 40.7
 GK0963
 GK0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0057444088(NAD 83)
 GK0963
 GK0963                          SUPERSEDED SURVEY CONTROL
 GK0963
 GK0963  NAD 83(1986)-  36 32 13.29768(N)    100 06 38.57673(W) AD(       ) 3
 GK0963  NAD 27      -  36 32 13.17564(N)    100 06 37.09720(W) AD(       ) 3
 GK0963
 GK0963.Superseded values are not recommended for survey control.
 GK0963
 GK0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0963.See file dsdata.pdf to determine how the superseded data were derived.
 GK0963
 GK0963_MARKER: 42 = RADIO/TV MAST
 GK0963
 GK0963  HISTORY     - Date     Condition        Report By
 GK0963  HISTORY     - 1970     FIRST OBSERVED   NGS
 GK0963
 GK0963                          STATION DESCRIPTION
 GK0963
 GK0963'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0918 ***********************************************************************
 FJ0918  DESIGNATION -  TRIBBEY
 FJ0918  PID         -  FJ0918
 FJ0918  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0918  COUNTRY     -  US
 FJ0918  USGS QUAD   -  TRIBBEY (2018)
 FJ0918
 FJ0918                         *CURRENT SURVEY CONTROL
 FJ0918  ______________________________________________________________________
 FJ0918* NAD 83(1993) POSITION- 35 06 32.30582(N) 097 05 12.91172(W)   ADJUSTED
 FJ0918* NAVD 88 ORTHO HEIGHT -   351.11  (+/-2cm)     1151.9   (feet) VERTCON3
 FJ0918  ______________________________________________________________________
 FJ0918  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 FJ0918  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 FJ0918  HORZ ORDER      -  SECOND
 FJ0918  VERT ORDER      -  THIRD ? (See Below)
 FJ0918
 FJ0918.The horizontal coordinates were established by classical geodetic methods
 FJ0918.and adjusted by the National Geodetic Survey in November 1994.
 FJ0918
 FJ0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0918
 FJ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0918.GEOID18 height accuracy estimate available here.
 FJ0918
 FJ0918.The vertical order pertains to the NGVD 29 superseded value.
 FJ0918
 FJ0918.Click photographs - Photos may exist for this station.
 FJ0918
 FJ0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0918
 FJ0918. The following values were computed from the NAD 83(1993) position.
 FJ0918
 FJ0918;                    North         East     Units Scale Factor Converg.
 FJ0918;SPC OK S     -   197,341.052   683,239.766   MT  0.99997778   +0 31 05.8
 FJ0918;SPC OK S     -   647,443.10  2,241,595.80   sFT  0.99997778   +0 31 05.8
 FJ0918;UTM  14      - 3,886,802.395   674,351.023   MT  0.99997465   +1 06 02.0
 FJ0918
 FJ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0918!SPC OK S     -   0.99994905  x   0.99997778  =   0.99992683
 FJ0918!UTM  14      -   0.99994905  x   0.99997465  =   0.99992370
 FJ0918
 FJ0918:                Primary Azimuth Mark                     Grid Az
 FJ0918:SPC OK S     -  TRIBBEY AZ MK                            329 39 08.6
 FJ0918:UTM  14      -  TRIBBEY AZ MK                            329 04 12.4
 FJ0918
 FJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7435186802(NAD 83)
 FJ0918
 FJ0918|---------------------------------------------------------------------|
 FJ0918| PID    Reference Object                     Distance      Geod. Az  |
 FJ0918|                                                           dddmmss.s |
 FJ0918| FJ1235 TECUMSEH SINCLAIR PIPE MAST         APPROX.22.5 KM 0333942.8 |
 FJ0918| FJ1240 TECUMSEH MUNICIPAL TANK             APPROX.21.7 KM 0391611.1 |
 FJ0918| FJ1223 TECUMSEH GIRLS TOWN TANK            APPROX.20.2 KM 0400223.0 |
 FJ0918| CL5589 TRIBBEY RM 1                         22.848 METERS 20211     |
 FJ0918| CL5590 TRIBBEY RM 2                         22.101 METERS 27330     |
 FJ0918| CL5588 TRIBBEY AZ MK                                      3301014.4 |
 FJ0918|---------------------------------------------------------------------|
 FJ0918
 FJ0918                          SUPERSEDED SURVEY CONTROL
 FJ0918
 FJ0918  NAD 83(1986)-  35 06 32.31078(N)    097 05 12.89556(W) AD(       ) 2
 FJ0918  NAD 27      -  35 06 32.04695(N)    097 05 11.80995(W) AD(       ) 2
 FJ0918  NGVD 29             351.02   (m)         1151.6    (f) LEVELING    3  
 FJ0918
 FJ0918.Superseded values are not recommended for survey control.
 FJ0918
 FJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0918.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0918
 FJ0918_MARKER: DS = TRIANGULATION STATION DISK
 FJ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0918_STAMPING: TRIBBEY 1957
 FJ0918_MARK LOGO: CGS
 FJ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0918+STABILITY: SURFACE MOTION
 FJ0918
 FJ0918  HISTORY     - Date     Condition        Report By
 FJ0918  HISTORY     - 1957     MONUMENTED       CGS
 FJ0918
 FJ0918                          STATION DESCRIPTION
 FJ0918
 FJ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0918'STATION IS ON A TIMBERED HILL ABOUT 5 MILES SOUTHWEST OF MACOMB,
 FJ0918'3 MILES EAST OF THE CLEVELAND-POTTAWATOMIE COUNTY LINE AND 2
 FJ0918'MILES WEST OF TRIBBEY.  IT IS NEAR THE CENTER OF THE WEST EDGE OF
 FJ0918'SECTION 3, T 7 N, R 2 E, AND ON THE PROPERTY OF C.R. FRAZIER
 FJ0918'OF OKLAHOMA CITY.
 FJ0918'
 FJ0918'REACHED FROM THE INTERSECTION OF MAIN STREET AND A GRAVELED
 FJ0918'ROAD AT THE EAST EDGE OF TRIBBEY (JUST NORTH OF THE RAILROAD
 FJ0918'CROSSING), GO WEST FOR 0.15 MILE TO A T-INTERSECTION, TURN
 FJ0918'LEFT AND GO SOUTH AND WESTERLY FOR 1.8 MILES TO A POINT WHERE
 FJ0918'THE MAIN ROAD TURNS LEFT, CONTINUE WEST ON GRADED ROAD FOR
 FJ0918'0.1 MILE TO A POINT WHERE THE ROAD TURNS NORTH, AND THE STATION
 FJ0918'ON THE LEFT, CONTINUE NORTH FOR 0.25 MILE TO THE SOUTHWEST
 FJ0918'CORNER OF A CLEARING ON THE RIGHT AND THE AZIMUTH MARK ON THE
 FJ0918'LEFT.
 FJ0918'
 FJ0918'THE STATION MARKS ARE STANDARD DISKS, STAMPED TRIBBEY 1957.
 FJ0918'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ0918'POST PROJECTING 2 INCHES.  IT IS 90 FEET SOUTHEAST OF A ROAD
 FJ0918'RIGHT-OF-WAY FENCE CORNER (ACROSS THE GRADED ROAD), 37 FEET
 FJ0918'SOUTH OF THE CENTER OF A GRADED ROAD, 25 FEET SOUTHWEST OF A
 FJ0918'TRIANGLE BLAZE ON THE NORTH SIDE OF A 10-INCH OAK TREE AND 17
 FJ0918'FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET
 FJ0918'1 FOOT NORTHWEST OF THE MARK.  THE UNDERGROUND MARK WAS SET
 FJ0918'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ0918'SURFACE.
 FJ0918'
 FJ0918'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRIBBEY NO 1 1957,
 FJ0918'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 FJ0918'INCHES.  IT IS 105 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 FJ0918'89 FEET EAST OF THE CENTER OF A TRACK ROAD, 86 FEET SOUTH OF
 FJ0918'THE RIGHT-OF-WAY FENCE AND 34 FEET WEST OF THE WEST EDGE OF A
 FJ0918'CLEARING.
 FJ0918'
 FJ0918'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TRIBBEY NO 2 1957,
 FJ0918'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ0918'4 INCHES.  IT IS 59 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 FJ0918'46 FEET SOUTHWEST OF THE CENTER OF THE GRADED ROAD (CENTER OF
 FJ0918'POINT WHERE ROAD TURNS NORTH), 29 FEET SOUTHEAST OF THE CENTER
 FJ0918'OF THE TRACK ROAD AND 9 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FJ0918'
 FJ0918'AZIMUTH MARK IS A STANDARD DISK, STAMPED TRIBBEY 1957, SET
 FJ0918'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 2
 FJ0918'INCHES.  IT IS 25 FEET WEST OF THE CENTER OF THE GRADED ROAD,
 FJ0918'13 FEET SOUTHWEST OF A POWERLINE POLE AND 6 FEET WEST OF A
 FJ0918'ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 2 FEET NORTHEAST
 FJ0918'OF THE MARK.
 FJ0918'
 FJ0918'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1305 ***********************************************************************
 FJ1305  DESIGNATION -  TRYON
 FJ1305  PID         -  FJ1305
 FJ1305  STATE/COUNTY-  OK/LINCOLN
 FJ1305  COUNTRY     -  US
 FJ1305  USGS QUAD   -  TRYON SOUTH (2018)
 FJ1305
 FJ1305                         *CURRENT SURVEY CONTROL
 FJ1305  ______________________________________________________________________
 FJ1305* NAD 83(1993) POSITION- 35 52 11.73004(N) 096 55 21.90820(W)   ADJUSTED
 FJ1305* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 FJ1305  ______________________________________________________________________
 FJ1305  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 FJ1305  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 FJ1305  HORZ ORDER      -  THIRD
 FJ1305
 FJ1305.The horizontal coordinates were established by classical geodetic methods
 FJ1305.and adjusted by the National Geodetic Survey in November 1994.
 FJ1305
 FJ1305.The orthometric height was scaled from a topographic map.
 FJ1305
 FJ1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1305.GEOID18 height accuracy estimate available here.
 FJ1305
 FJ1305.Click photographs - Photos may exist for this station.
 FJ1305
 FJ1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1305
 FJ1305. The following values were computed from the NAD 83(1993) position.
 FJ1305
 FJ1305;                    North         East     Units Scale Factor Converg.
 FJ1305;SPC OK N     -    97,060.117   697,281.876   MT  0.99995881   +0 38 08.6
 FJ1305;SPC OK N     -   318,438.07  2,287,665.62   sFT  0.99995881   +0 38 08.6
 FJ1305;UTM  14      - 3,971,513.867   687,537.345   MT  1.00003339   +1 13 03.0
 FJ1305
 FJ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1305!SPC OK N     -   0.99995416  x   0.99995881  =   0.99991298
 FJ1305!UTM  14      -   0.99995416  x   1.00003339  =   0.99998755
 FJ1305
 FJ1305:                Primary Azimuth Mark                     Grid Az
 FJ1305:SPC OK N     -  TRYON AZ MK                              209 54 04.3
 FJ1305:UTM  14      -  TRYON AZ MK                              209 19 09.9
 FJ1305
 FJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8753771513(NAD 83)
 FJ1305
 FJ1305|---------------------------------------------------------------------|
 FJ1305| PID    Reference Object                     Distance      Geod. Az  |
 FJ1305|                                                           dddmmss.s |
 FJ1305| CI3440 TRYON RM 1                           26.278 METERS 15500     |
 FJ1305| CI3439 TRYON AZ MK                                        2103212.9 |
 FJ1305| CI3441 TRYON RM 2                           24.872 METERS 27117     |
 FJ1305|---------------------------------------------------------------------|
 FJ1305
 FJ1305                          SUPERSEDED SURVEY CONTROL
 FJ1305
 FJ1305  NAD 83(1986)-  35 52 11.73971(N)    096 55 21.88977(W) AD(       ) 3
 FJ1305  NAD 27      -  35 52 11.53223(N)    096 55 20.78005(W) AD(       ) 3
 FJ1305
 FJ1305.Superseded values are not recommended for survey control.
 FJ1305
 FJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1305.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1305
 FJ1305_MARKER: DS = TRIANGULATION STATION DISK
 FJ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1305_STAMPING: TRYON 1954
 FJ1305_MARK LOGO: CGS
 FJ1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1305+STABILITY: SURFACE MOTION
 FJ1305
 FJ1305  HISTORY     - Date     Condition        Report By
 FJ1305  HISTORY     - 1954     MONUMENTED       CGS
 FJ1305  HISTORY     - 19750327 MARK NOT FOUND   USGS
 FJ1305
 FJ1305                          STATION DESCRIPTION
 FJ1305
 FJ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1305'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF AGRA, 2 MILES
 FJ1305'EAST OF TRYON, AND ON PROPERTY OWNED BY MR. A.G. FLOWER.  IN THE
 FJ1305'S SIDE OF SEC. 7, T 16 N., R 4 E.
 FJ1305'
 FJ1305'REACHED FROM THE POST OFFICE IN TRYON BY GOING NORTH OF THE
 FJ1305'MAIN STREET FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT, EAST, AND
 FJ1305'GO 2.15 MILE TO A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD,
 FJ1305'EASTERLY, FOR 0.1 MILE TO THE STATION ON THE LEFT.
 FJ1305'
 FJ1305'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 FJ1305'MILE TO A LANE TO MR. W.P. GLADDENS FARMHOUSE ON THE LEFT.
 FJ1305'TURN LEFT, PASSING TO THE WEST OF MR. GLADDENS FARMHOUSE, AND
 FJ1305'FOLLOW A FIELD ROAD SOUTHWESTERLY FOR 0.4 MILE TO THE AZIMUTH
 FJ1305'MARK AT THE NORTHERN EDGE OF A GROVE OF TREES.
 FJ1305'
 FJ1305'THE STATION MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTER
 FJ1305'OF A GRADED ROAD, 6 FEET NORTH OF A WITNESS POST, AND PROJECTS
 FJ1305'5 INCHES.  THE DISK IS STAMPED TRYON 1954.
 FJ1305'
 FJ1305'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS 40 FEET
 FJ1305'SOUTH OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 1 FOOT
 FJ1305'NORTH OF A FENCE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 FJ1305'TRYON NO 1 1954.
 FJ1305'
 FJ1305'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 43 FEET NORTH OF
 FJ1305'THE APPROXIMATE CENTER OF THE GRADED ROAD AND PROJECTS 7 INCHES.
 FJ1305'THE DISK IS STAMPED TRYON NO 2 1954.
 FJ1305'
 FJ1305'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE SOUTHWEST OF THE STATION,
 FJ1305'IS 5 FEET WEST OF A WITNESS POST AND PROJECTS 6 INCHES.  THE
 FJ1305'DISK IS STAMPED TRYON 1954.
 FJ1305'
 FJ1305'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FJ1305
 FJ1305                          STATION RECOVERY (1975)
 FJ1305
 FJ1305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GDS)
 FJ1305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0967 ***********************************************************************
 EK0967  DESIGNATION -  TS J 59
 EK0967  PID         -  EK0967
 EK0967  STATE/COUNTY-  OK/MCCURTAIN
 EK0967  COUNTRY     -  US
 EK0967  USGS QUAD   -  WRIGHT CITY (2018)
 EK0967
 EK0967                         *CURRENT SURVEY CONTROL
 EK0967  ______________________________________________________________________
 EK0967* NAD 83(1993) POSITION- 34 00 14.62402(N) 095 06 04.87893(W)   ADJUSTED
 EK0967* NAVD 88 ORTHO HEIGHT -   158.    (meters)      518.    (feet) SCALED
 EK0967  ______________________________________________________________________
 EK0967  GEOID HEIGHT    -        -28.653 (meters)                     GEOID18
 EK0967  LAPLACE CORR    -          3.05  (seconds)                    DEFLEC18
 EK0967  HORZ ORDER      -  SECOND
 EK0967
 EK0967.The horizontal coordinates were established by classical geodetic methods
 EK0967.and adjusted by the National Geodetic Survey in November 1994.
 EK0967
 EK0967.The orthometric height was scaled from a topographic map.
 EK0967
 EK0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0967.GEOID18 height accuracy estimate available here.
 EK0967
 EK0967.Click photographs - Photos may exist for this station.
 EK0967
 EK0967.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0967
 EK0967. The following values were computed from the NAD 83(1993) position.
 EK0967
 EK0967;                    North         East     Units Scale Factor Converg.
 EK0967;SPC OK S     -    78,244.393   867,737.604   MT  0.99998685   +1 38 43.1
 EK0967;SPC OK S     -   256,706.81  2,846,902.46   sFT  0.99998685   +1 38 43.1
 EK0967;SPC TXNC     - 2,264,285.836   913,916.698   MT  1.00001065   +1 51 13.0
 EK0967;SPC TXNC     - 7,428,744.45  2,998,408.37   sFT  1.00001065   +1 51 13.0
 EK0967;UTM  15      - 3,764,597.123   305,937.210   MT  1.00006427   -1 10 32.0
 EK0967
 EK0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0967!SPC OK S     -   0.99997969  x   0.99998685  =   0.99996654
 EK0967!SPC TXNC     -   0.99997969  x   1.00001065  =   0.99999034
 EK0967!UTM  15      -   0.99997969  x   1.00006427  =   1.00004396
 EK0967
 EK0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0593764597(NAD 83)
 EK0967
 EK0967                          SUPERSEDED SURVEY CONTROL
 EK0967
 EK0967  NAD 83(1986)-  34 00 14.62930(N)    095 06 04.86763(W) AD(       ) 2
 EK0967  NAD 27      -  34 00 14.24400(N)    095 06 04.04600(W) AD(       ) 2
 EK0967
 EK0967.Superseded values are not recommended for survey control.
 EK0967
 EK0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0967.See file dsdata.pdf to determine how the superseded data were derived.
 EK0967
 EK0967_MARKER: DD = SURVEY DISK
 EK0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0967_STAMPING: TS J 59
 EK0967_MARK LOGO: USACE
 EK0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0967+STABILITY: SURFACE MOTION
 EK0967
 EK0967  HISTORY     - Date     Condition        Report By
 EK0967  HISTORY     - 1951     MONUMENTED       USACE
 EK0967
 EK0967                          STATION DESCRIPTION
 EK0967
 EK0967'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951 (JCT)
 EK0967'THE STATION IS LOCATED AT THE WEST EDGE OF VALLIANT, ON THE
 EK0967'NORTH SIDE OF U.S. HIGHWAY 70.  IT IS A STANDARD U.S.E.D.
 EK0967'BRONZE DISK SET IN CIRCULAR CONCRETE POST.  IT IS 120 FEET NORTH
 EK0967'OF THE CENTERLINE OF U.S. HIGHWAY 70 AND 53 FEET NORTH OF A
 EK0967'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EK0967'DISK IS STAMPED TS J59.
 EK0967'
 EK0967'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0967'VALLIANT TO TS J59 (USE) AND THE DISTANCE IS 98.561 METERS
 EK0967'OR 323.36 FEET.
 EK0967'
 EK0967'TO REACH FROM THE MAIN INTERSECTION IN VALLIANT, GO WEST
 EK0967'ON U.S. HIGHWAY 70 FOR 0.45 MILE TO STATION ON NORTH SIDE
 EK0967'OF ROAD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0976 ***********************************************************************
 FJ0976  DESIGNATION -  TT 1 C
 FJ0976  PID         -  FJ0976
 FJ0976  STATE/COUNTY-  OK/CLEVELAND
 FJ0976  COUNTRY     -  US
 FJ0976  USGS QUAD   -  FRANKLIN (2018)
 FJ0976
 FJ0976                         *CURRENT SURVEY CONTROL
 FJ0976  ______________________________________________________________________
 FJ0976* NAD 83(1993) POSITION- 35 21 46.46082(N) 097 15 54.31826(W)   ADJUSTED
 FJ0976* NAVD 88 ORTHO HEIGHT -   349.52  (+/-2cm)     1146.7   (feet) VERTCON3
 FJ0976  ______________________________________________________________________
 FJ0976  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 FJ0976  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 FJ0976  HORZ ORDER      -  SECOND
 FJ0976  VERT ORDER      -  THIRD ? (See Below)
 FJ0976
 FJ0976.The horizontal coordinates were established by classical geodetic methods
 FJ0976.and adjusted by the National Geodetic Survey in November 1994.
 FJ0976
 FJ0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0976
 FJ0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0976.GEOID18 height accuracy estimate available here.
 FJ0976
 FJ0976.The vertical order pertains to the NGVD 29 superseded value.
 FJ0976
 FJ0976.Click photographs - Photos may exist for this station.
 FJ0976
 FJ0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0976
 FJ0976. The following values were computed from the NAD 83(1993) position.
 FJ0976
 FJ0976;                    North         East     Units Scale Factor Converg.
 FJ0976;SPC OK S     -   225,380.208   666,792.477   MT  1.00002818   +0 25 01.7
 FJ0976;SPC OK S     -   739,434.90  2,187,634.98   sFT  1.00002818   +0 25 01.7
 FJ0976;UTM  14      - 3,914,670.501   657,619.429   MT  0.99990617   +1 00 15.5
 FJ0976
 FJ0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0976!SPC OK S     -   0.99994936  x   1.00002818  =   0.99997754
 FJ0976!UTM  14      -   0.99994936  x   0.99990617  =   0.99985553
 FJ0976
 FJ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5761914670(NAD 83)
 FJ0976
 FJ0976                          SUPERSEDED SURVEY CONTROL
 FJ0976
 FJ0976  NAD 83(1986)-  35 21 46.46686(N)    097 15 54.30098(W) AD(       ) 2
 FJ0976  NAD 27      -  35 21 46.23087(N)    097 15 53.19184(W) AD(       ) 2
 FJ0976  NGVD 29             349.44   (m)         1146.5    (f) LEVELING    3  
 FJ0976
 FJ0976.Superseded values are not recommended for survey control.
 FJ0976
 FJ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0976.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0976
 FJ0976_MARKER: DB = BENCH MARK DISK
 FJ0976_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0976_STAMPING: TT 1C 1933
 FJ0976_MARK LOGO: USGS
 FJ0976_PROJECTION: FLUSH
 FJ0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0976
 FJ0976  HISTORY     - Date     Condition        Report By
 FJ0976  HISTORY     - 1933     MONUMENTED       USGS
 FJ0976  HISTORY     - 1957     GOOD             CGS
 FJ0976
 FJ0976                          STATION DESCRIPTION
 FJ0976
 FJ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0976'STATION IS ABOUT 6 MILES WEST AND 3 MILES SOUTH OF NEWALLA,
 FJ0976'IN THE SOUTH EDGE OF THE LIBERTY SCHOOL SCHOOLYARD, IN THE
 FJ0976'SOUTHEAST 1/4 OF SECTION 2, T 10 N, R 1 W.
 FJ0976'
 FJ0976'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 FJ0976'TT 1C 1933, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 FJ0976'POST FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET WEST OF
 FJ0976'THE CENTER OF A NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER
 FJ0976'OF AN EAST-WEST ROAD, 31 FEET SOUTHWEST OF THE SOUTHEAST
 FJ0976'CORNER OF THE SCHOOL BUILDING, 7 FEET NORTH OF THE WEST EDGE
 FJ0976'OF THE SCHOOLYARD AND 2 FEET EAST OF THE EAST EDGE OF A
 FJ0976'SIDEWALK.
 FJ0976'
 FJ0976'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 FJ0976'STATION LIBERTY.  THE DISTANCE = 700.854M. (2,299.25 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0858 ***********************************************************************
 FJ0858  DESIGNATION -  TT 1 EV
 FJ0858  PID         -  FJ0858
 FJ0858  STATE/COUNTY-  OK/OKLAHOMA
 FJ0858  COUNTRY     -  US
 FJ0858  USGS QUAD   -  JONES (2018)
 FJ0858
 FJ0858                         *CURRENT SURVEY CONTROL
 FJ0858  ______________________________________________________________________
 FJ0858* NAD 83(1993) POSITION- 35 35 04.75125(N) 097 15 38.01336(W)   ADJUSTED
 FJ0858* NAVD 88 ORTHO HEIGHT -   378.    (meters)     1240.    (feet) SCALED
 FJ0858  ______________________________________________________________________
 FJ0858  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 FJ0858  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 FJ0858  HORZ ORDER      -  SECOND
 FJ0858
 FJ0858.The horizontal coordinates were established by classical geodetic methods
 FJ0858.and adjusted by the National Geodetic Survey in November 1994.
 FJ0858
 FJ0858.The orthometric height was scaled from a topographic map.
 FJ0858
 FJ0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0858.GEOID18 height accuracy estimate available here.
 FJ0858
 FJ0858.Click photographs - Photos may exist for this station.
 FJ0858
 FJ0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0858
 FJ0858. The following values were computed from the NAD 83(1993) position.
 FJ0858
 FJ0858;                    North         East     Units Scale Factor Converg.
 FJ0858;SPC OK N     -    65,124.345   667,017.682   MT  0.99999678   +0 26 11.0
 FJ0858;SPC OK N     -   213,662.12  2,188,373.85   sFT  0.99999678   +0 26 11.0
 FJ0858;UTM  14      - 3,939,274.322   657,597.467   MT  0.99990607   +1 00 44.6
 FJ0858
 FJ0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0858!SPC OK N     -   0.99994495  x   0.99999678  =   0.99994173
 FJ0858!UTM  14      -   0.99994495  x   0.99990607  =   0.99985102
 FJ0858
 FJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5759739274(NAD 83)
 FJ0858
 FJ0858                          SUPERSEDED SURVEY CONTROL
 FJ0858
 FJ0858  NAD 83(1986)-  35 35 04.75736(N)    097 15 37.99506(W) AD(       ) 2
 FJ0858  NAD 27      -  35 35 04.54024(N)    097 15 36.87428(W) AD(       ) 2
 FJ0858
 FJ0858.Superseded values are not recommended for survey control.
 FJ0858
 FJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0858.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0858
 FJ0858_MARKER: DB = BENCH MARK DISK
 FJ0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0858_STAMPING: TT 1 EV 1955
 FJ0858_MARK LOGO: USGS
 FJ0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0858+STABILITY: SURFACE MOTION
 FJ0858
 FJ0858  HISTORY     - Date     Condition        Report By
 FJ0858  HISTORY     - 1955     MONUMENTED       USGS
 FJ0858
 FJ0858                          STATION DESCRIPTION
 FJ0858
 FJ0858'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (NET)
 FJ0858'THE STATION IS LOCATED ABOUT 1-3/4 MILES EAST AND 1-1/4 MILES
 FJ0858'NORTH OF JONES, NEAR THE CENTER OF THE SOUTHWEST QUARTER
 FJ0858'OF SECTION 24, T 13 N, R 1 W.
 FJ0858'
 FJ0858'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 FJ0858'THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES AND IS
 FJ0858'STAMPED 1955 TT 1 EV.  IT IS 14.302 METERS NORTH OF TRIANGULATION
 FJ0858'STATION JONES FROM WHICH A TRAVERSE CONNECTION WAS MADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0471 ***********************************************************************
 FJ0471  DESIGNATION -  TT 1 H RESET
 FJ0471  PID         -  FJ0471
 FJ0471  STATE/COUNTY-  OK/CANADIAN
 FJ0471  COUNTRY     -  US
 FJ0471  USGS QUAD   -  UNION CITY (2018)
 FJ0471
 FJ0471                         *CURRENT SURVEY CONTROL
 FJ0471  ______________________________________________________________________
 FJ0471* NAD 83(1986) POSITION- 35 29 37.     (N) 097 59 25.     (W)   SCALED
 FJ0471* NAVD 88 ORTHO HEIGHT -   437.655 (meters)     1435.87  (feet) ADJUSTED
 FJ0471  ______________________________________________________________________
 FJ0471  GEOID HEIGHT    -        -27.068 (meters)                     GEOID18
 FJ0471  DYNAMIC HEIGHT  -        437.226 (meters)     1434.47  (feet) COMP
 FJ0471  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 FJ0471
 FJ0471  VERT ORDER      -  FIRST     CLASS II
 FJ0471
 FJ0471.The horizontal coordinates were scaled from a map and have
 FJ0471.an estimated accuracy of +/- 6 seconds.
 FJ0471
 FJ0471.The orthometric height was determined by differential leveling and
 FJ0471.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0471.in June 1991.
 FJ0471
 FJ0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0471.GEOID18 height accuracy estimate available here.
 FJ0471
 FJ0471.Click photographs - Photos may exist for this station.
 FJ0471
 FJ0471.The dynamic height is computed by dividing the NAVD 88
 FJ0471.geopotential number by the normal gravity value computed on the
 FJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0471.degrees latitude (g = 980.6199 gals.).
 FJ0471
 FJ0471.The modeled gravity was interpolated from observed gravity values.
 FJ0471
 FJ0471;                    North         East    Units  Estimated Accuracy
 FJ0471;SPC OK N     -    54,770.      600,880.      MT  (+/- 180 meters Scaled)
 FJ0471
 FJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE915282(NAD 83)
 FJ0471
 FJ0471                          SUPERSEDED SURVEY CONTROL
 FJ0471
 FJ0471  NGVD 29 (??/??/92)  437.472  (m)         1435.27   (f) ADJ UNCH    1 2
 FJ0471
 FJ0471.Superseded values are not recommended for survey control.
 FJ0471
 FJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0471.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0471
 FJ0471_MARKER: DD = SURVEY DISK
 FJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0471_STAMPING: TT 1 H 1940 RESET 1953
 FJ0471_MARK LOGO: USGS
 FJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0471+STABILITY: SURFACE MOTION
 FJ0471
 FJ0471  HISTORY     - Date     Condition        Report By
 FJ0471  HISTORY     - 1953     MONUMENTED       USGS
 FJ0471  HISTORY     - 1953     GOOD             CGS
 FJ0471  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0471
 FJ0471                          STATION DESCRIPTION
 FJ0471
 FJ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0471'5 MI SW FROM EL RENO.
 FJ0471'2.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0471'RAILROAD FROM THE STATION AT EL RENO, THENCE 2.3 MILES WEST
 FJ0471'ALONG A GRADED DIRT ROAD, 37 FEET NORTH OF THE CENTER LINE OF
 FJ0471'AN EAST AND WEST ROAD, 32 FEET WEST OF THE CENTER LINE OF A
 FJ0471'NORTH AND SOUTH ROAD, 4.5 FEET NORTH OF A TELEPHONE POLE, 4
 FJ0471'FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WITNESS
 FJ0471'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 FJ0471'ABOVE THE GROUND.
 FJ0471
 FJ0471                          STATION RECOVERY (1975)
 FJ0471
 FJ0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0223 ***********************************************************************
 GK0223  DESIGNATION -  TT 107
 GK0223  PID         -  GK0223
 GK0223  STATE/COUNTY-  OK/BEAVER
 GK0223  COUNTRY     -  US
 GK0223  USGS QUAD   -  TURPIN EAST (2018)
 GK0223
 GK0223                         *CURRENT SURVEY CONTROL
 GK0223  ______________________________________________________________________
 GK0223* NAD 83(1986) POSITION- 36 52 14.     (N) 100 49 07.     (W)   SCALED
 GK0223* NAVD 88 ORTHO HEIGHT -   829.489 (meters)     2721.42  (feet) ADJUSTED
 GK0223  ______________________________________________________________________
 GK0223  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 GK0223  DYNAMIC HEIGHT  -        828.668 (meters)     2718.72  (feet) COMP
 GK0223  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 GK0223
 GK0223  VERT ORDER      -  SECOND    CLASS 0
 GK0223
 GK0223.The horizontal coordinates were scaled from a map and have
 GK0223.an estimated accuracy of +/- 6 seconds.
 GK0223
 GK0223.The orthometric height was determined by differential leveling and
 GK0223.adjusted by the NATIONAL GEODETIC SURVEY
 GK0223.in June 1991.
 GK0223
 GK0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0223.GEOID18 height accuracy estimate available here.
 GK0223
 GK0223.Click photographs - Photos may exist for this station.
 GK0223
 GK0223.The dynamic height is computed by dividing the NAVD 88
 GK0223.geopotential number by the normal gravity value computed on the
 GK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0223.degrees latitude (g = 980.6199 gals.).
 GK0223
 GK0223.The modeled gravity was interpolated from observed gravity values.
 GK0223
 GK0223;                    North         East    Units  Estimated Accuracy
 GK0223;SPC OK N     -   211,200.      348,720.      MT  (+/- 180 meters Scaled)
 GK0223
 GK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF379820(NAD 83)
 GK0223
 GK0223                          SUPERSEDED SURVEY CONTROL
 GK0223
 GK0223  NGVD 29 (??/??/92)  829.132  (m)         2720.24   (f) ADJ UNCH    2 0
 GK0223
 GK0223.Superseded values are not recommended for survey control.
 GK0223
 GK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0223.See file dsdata.pdf to determine how the superseded data were derived.
 GK0223
 GK0223_MARKER: DD = SURVEY DISK
 GK0223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GK0223_STAMPING: TT 107 1934
 GK0223_MARK LOGO: CGS+SS
 GK0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0223
 GK0223  HISTORY     - Date     Condition        Report By
 GK0223  HISTORY     - 1934     MONUMENTED       OKGS
 GK0223  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0223
 GK0223                          STATION DESCRIPTION
 GK0223
 GK0223'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GK0223'3.0 MI E FROM TURPIN.
 GK0223'3.0 MILES EAST OF HWY. CROSSING 0.3 MILE EAST TURPIN 90 FEET SOUTH OF
 GK0223'TELEGRAPH POST, 55 FEET SOUTH OF NEAREST RAIL OF BEAVER MEADE AND
 GK0223'ENGLEWOOD RAILROAD TRACK, 45 FEET WEST OF SECTION LINE ROAD, 1 1/2
 GK0223'FEET NORTH OF FENCE LINE.
 GK0223
 GK0223                          STATION RECOVERY (1973)
 GK0223
 GK0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0708 ***********************************************************************
 GH0708  DESIGNATION -  TT 11 A 25
 GH0708  PID         -  GH0708
 GH0708  STATE/COUNTY-  OK/NOBLE
 GH0708  COUNTRY     -  US
 GH0708  USGS QUAD   -  MORRISON (2018)
 GH0708
 GH0708                         *CURRENT SURVEY CONTROL
 GH0708  ______________________________________________________________________
 GH0708* NAD 83(1993) POSITION- 36 17 23.61629(N) 097 04 36.24184(W)   ADJUSTED
 GH0708* NAVD 88 ORTHO HEIGHT -   297.20  (+/-2cm)      975.1   (feet) VERTCON3
 GH0708  ______________________________________________________________________
 GH0708  GEOID HEIGHT    -        -28.427 (meters)                     GEOID18
 GH0708  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GH0708  HORZ ORDER      -  SECOND
 GH0708  VERT ORDER      -  THIRD ? (See Below)
 GH0708
 GH0708.The horizontal coordinates were established by classical geodetic methods
 GH0708.and adjusted by the National Geodetic Survey in November 1994.
 GH0708
 GH0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0708
 GH0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0708.GEOID18 height accuracy estimate available here.
 GH0708
 GH0708.The vertical order pertains to the NGVD 29 superseded value.
 GH0708
 GH0708.Click photographs - Photos may exist for this station.
 GH0708
 GH0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0708
 GH0708. The following values were computed from the NAD 83(1993) position.
 GH0708
 GH0708;                    North         East     Units Scale Factor Converg.
 GH0708;SPC OK N     -   143,512.258   682,933.759   MT  0.99994768   +0 32 41.5
 GH0708;SPC OK N     -   470,839.80  2,240,591.84   sFT  0.99994768   +0 32 41.5
 GH0708;UTM  14      - 4,017,818.709   672,712.583   MT  0.99996754   +1 08 19.0
 GH0708
 GH0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0708!SPC OK N     -   0.99995782  x   0.99994768  =   0.99990550
 GH0708!UTM  14      -   0.99995782  x   0.99996754  =   0.99992536
 GH0708
 GH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7271217818(NAD 83)
 GH0708
 GH0708                          SUPERSEDED SURVEY CONTROL
 GH0708
 GH0708  NAD 83(1986)-  36 17 23.62705(N)    097 04 36.22756(W) AD(       ) 2
 GH0708  NAD 27      -  36 17 23.45890(N)    097 04 35.08496(W) AD(       ) 2
 GH0708  NGVD 29             297.08   (m)          974.7    (f) LEVELING    3  
 GH0708
 GH0708.Superseded values are not recommended for survey control.
 GH0708
 GH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0708.See file dsdata.pdf to determine how the superseded data were derived.
 GH0708
 GH0708_MARKER: DD = SURVEY DISK
 GH0708_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0708_STAMPING: TT 11 A 25 1934
 GH0708_MARK LOGO: CGS+SS
 GH0708_PROJECTION: FLUSH
 GH0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0708
 GH0708  HISTORY     - Date     Condition        Report By
 GH0708  HISTORY     - 1934     MONUMENTED       OKGS
 GH0708  HISTORY     - 1963     GOOD             OKGS
 GH0708
 GH0708                          STATION DESCRIPTION
 GH0708
 GH0708'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1963 (JCC)
 GH0708'STATION IS ABOUT 12 MILES EAST OF PERRY, 4 MILES WEST OF MORRISON,
 GH0708'3 MILES SOUTHEAST OF SUMNER, 0.5 MILE WEST OF THE JUNCTON
 GH0708'OF U.S. HIGHWAY 64 AND STATE HIGHWAY 40 AND ON HIGHWAY RIGHT-OF-WAY
 GH0708'PROPERTY.
 GH0708'
 GH0708'STATION IS A COAST AND GEODEDIC SURVEY AND OKLAHOMA STATE
 GH0708'SURVEY BRONZE DISK, STAMPED TT 11 A 25 1934, SET IN TOP
 GH0708'OF A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GH0708'IT IS 123.5 FEET EAST OF THE CENTERLINE OF A FARM DRIVEWAY
 GH0708'87 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 48.5 FEET
 GH0708'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64 AND IN A FENCELINE.
 GH0708'
 GH0708'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AUBURN.
 GH0708'THE DISTANCE BEING 98.28 FEET OR 29.995 METERS NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0717 ***********************************************************************
 GH0717  DESIGNATION -  TT 11 B 16 RESET
 GH0717  PID         -  GH0717
 GH0717  STATE/COUNTY-  OK/PAYNE
 GH0717  COUNTRY     -  US
 GH0717  USGS QUAD   -  STILLWATER SOUTH (2018)
 GH0717
 GH0717                         *CURRENT SURVEY CONTROL
 GH0717  ______________________________________________________________________
 GH0717* NAD 83(1993) POSITION- 36 05 09.43956(N) 097 03 04.65295(W)   ADJUSTED
 GH0717* NAVD 88 ORTHO HEIGHT -   281.21  (+/-2cm)      922.6   (feet) VERTCON3
 GH0717  ______________________________________________________________________
 GH0717  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 GH0717  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 GH0717  HORZ ORDER      -  SECOND
 GH0717  VERT ORDER      -  THIRD ? (See Below)
 GH0717
 GH0717.The horizontal coordinates were established by classical geodetic methods
 GH0717.and adjusted by the National Geodetic Survey in November 1994.
 GH0717
 GH0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0717
 GH0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0717.GEOID18 height accuracy estimate available here.
 GH0717
 GH0717.The vertical order pertains to the NGVD 29 superseded value.
 GH0717
 GH0717.Click photographs - Photos may exist for this station.
 GH0717
 GH0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0717
 GH0717. The following values were computed from the NAD 83(1993) position.
 GH0717
 GH0717;                    North         East     Units Scale Factor Converg.
 GH0717;SPC OK N     -   120,907.126   685,440.108   MT  0.99994642   +0 33 35.6
 GH0717;SPC OK N     -   396,676.13  2,248,814.75   sFT  0.99994642   +0 33 35.6
 GH0717;UTM  14      - 3,995,240.013   675,452.034   MT  0.99997931   +1 08 53.1
 GH0717
 GH0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0717!SPC OK N     -   0.99996029  x   0.99994642  =   0.99990671
 GH0717!UTM  14      -   0.99996029  x   0.99997931  =   0.99993960
 GH0717
 GH0717:                Primary Azimuth Mark                     Grid Az
 GH0717:SPC OK N     -  TT 11 B 16 AZ MK                         182 24 46.2
 GH0717:UTM  14      -  TT 11 B 16 AZ MK                         181 49 28.7
 GH0717
 GH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7545295240(NAD 83)
 GH0717
 GH0717|---------------------------------------------------------------------|
 GH0717| PID    Reference Object                     Distance      Geod. Az  |
 GH0717|                                                           dddmmss.s |
 GH0717| CL5602 TT 11 B 16 RM 1                       6.855 METERS 00727     |
 GH0717| CL5603 TT 11 B 16 RM 2                       8.887 METERS 08743     |
 GH0717| CL5601 TT 11 B 16 AZ MK                                   1825821.8 |
 GH0717| GH0718 STILLWATER OK A AND M PWR STK       APPROX. 4.3 KM 3383822.9 |
 GH0717| GH0720 STILLWATER MUNICIPAL TANK           APPROX. 3.0 KM 3493209.6 |
 GH0717| GH0719 STILLWATER LT PWR PLT CONC STK      APPROX. 3.6 KM 3554635.9 |
 GH0717|---------------------------------------------------------------------|
 GH0717
 GH0717                          SUPERSEDED SURVEY CONTROL
 GH0717
 GH0717  NAD 83(1986)-  36 05 09.44979(N)    097 03 04.63681(W) AD(       ) 2
 GH0717  NAD 27      -  36 05 09.26200(N)    097 03 03.52300(W) AD(       ) 2
 GH0717  NGVD 29             281.09   (m)          922.2    (f) LEVELING    3  
 GH0717
 GH0717.Superseded values are not recommended for survey control.
 GH0717
 GH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0717.See file dsdata.pdf to determine how the superseded data were derived.
 GH0717
 GH0717_MARKER: DD = SURVEY DISK
 GH0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0717_STAMPING: TT 11 B 16 1938 1970
 GH0717_MARK LOGO: OKDH
 GH0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0717+STABILITY: SURFACE MOTION
 GH0717
 GH0717  HISTORY     - Date     Condition        Report By
 GH0717  HISTORY     - 1970     MONUMENTED       NGS
 GH0717  HISTORY     - 1981     GOOD             LOCENG
 GH0717
 GH0717                          STATION DESCRIPTION
 GH0717
 GH0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GH0717'THE STATION DISK WAS REPORTED REMOVED FROM THE CONCRETE
 GH0717'POST BY THE OKLAHOMA STATE HIGHWAY DEPARTMENT AND A NEW
 GH0717'OKLAHOMA STATE HIGHWAY DISK SET BY THE ABOVE PARTY.  THE STATION
 GH0717'MARK WAS RESET VERTICALLY OVER THE MARK AND AN UNDERGROUND
 GH0717'MARK WAS ALSO SET.  REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 GH0717'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GH0717'THE REFERENCE MARKS WERE FOUND TO BE REVERSED IN THE 1938
 GH0717'DESCRIPTIONS BOX SCORE.  THE DIRECTION BETWEEN THE AZIMUTH
 GH0717'MARK AND THE STILLWATER MUNICIPAL WATER TANK, 1938 FAILED
 GH0717'TO CHECK BY 8.8 SECONDS.  THE DISTANCE TO REFERENCE MARK
 GH0717'NO. 1 CHECKED BUT THE DIRECTION FAILED TO CHECK BY 3
 GH0717'MINUTES 03 SECONDS.  THE DISTANCE TO REFERENCE MARK NO. 2
 GH0717'CHECKED BUT THE DIRECTION FAILED TO CHECK BY 2 MINUTES 12
 GH0717'SECONDS.
 GH0717'
 GH0717'FOLLOWING IS A NEW DESCRIPTION.
 GH0717'
 GH0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 177
 GH0717'AND STATE HIGHWAY 51 IN STILLWATER, GO SOUTH ON U.S. HIGHWAY
 GH0717'177 FOR 2.4 MILES TO A REVERSE ROAD FORK.  TURN SHARP LEFT
 GH0717'AND THEN GO NORTH ON OLD STATE HIGHWAY 40 FOR 0.25 MILE TO
 GH0717'A TRAILER COURT ON THE LEFT AND THE STATION ON THE RIGHT.
 GH0717'
 GH0717'STATION MARKS ARE STANDARD DISKS STAMPED TT 11 B 16 1938 1970.
 GH0717'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 GH0717'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37.5
 GH0717'FEET EAST OF THE CENTER OF OLD STATE HIGHWAY 40, 8.5 MILES
 GH0717'WEST OF A POWERLINE POLE, 6 FEET WEST OF A FENCE, 2 FEET SOUTH
 GH0717'OF A YELLOW WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
 GH0717'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0717'30 INCHES BELOW THE SURFACE OF THE GROUND.
 GH0717'
 GH0717'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TT 11 B 1 NO.
 GH0717'1 1934 1938, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 GH0717'WHICH PROJECTS 4 INCHES.  IT IS 40 FEET EAST OF THE CENTER
 GH0717'OF OLD STATE HIGHWAY 40, 24 FEET WEST OF A POWERLINE POLE,
 GH0717'AND 2.5 FEET WEST OF A NORTH-SOUTH FENCE.
 GH0717'
 GH0717'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TT 11 B 16 NO.
 GH0717'2 1934 1938, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 GH0717'WHICH PROJECTS 5 INCHES.  IT IS 23 FEET EAST OF A NORTH-SOUTH
 GH0717'FENCE AND 19.5 FEET EAST OF A POWERLINE POLE.
 GH0717'
 GH0717'AZIMUTH MARK, A STANDARD DISK STAMPED TT 11 B 16 1934 1938,
 GH0717'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 GH0717'1 INCH.  IT IS 42.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 GH0717'177 AND 17.5 FEET SOUTH OF THE CENTER OF A CONCRETE DRIVEWAY
 GH0717'LEADING TO A HOUSE WITH A ROCK FACE.
 GH0717'
 GH0717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 GH0717'OLD STATE HIGHWAY 40 AND THEN U.S. HIGHWAY 177 FOR 0.25
 GH0717'MILE TO THE MARK ON THE RIGHT.
 GH0717'
 GH0717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 GH0717'MILES S OF STILLWATER.
 GH0717
 GH0717                          STATION RECOVERY (1981)
 GH0717
 GH0717'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 GH0717'SOON TO BE DESTROYED BY HIGHWAY CONST.
 GH0717'
 GH0717'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MI S. AND 0.5 MI E. OF
 GH0717'STILLWATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0711 ***********************************************************************
 GH0711  DESIGNATION -  TT 11 B 5 E
 GH0711  PID         -  GH0711
 GH0711  STATE/COUNTY-  OK/PAYNE
 GH0711  COUNTRY     -  US
 GH0711  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0711
 GH0711                         *CURRENT SURVEY CONTROL
 GH0711  ______________________________________________________________________
 GH0711* NAD 83(1993) POSITION- 36 09 54.50395(N) 097 04 10.50517(W)   ADJUSTED
 GH0711* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 GH0711  ______________________________________________________________________
 GH0711  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 GH0711  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 GH0711  HORZ ORDER      -  SECOND
 GH0711
 GH0711.The horizontal coordinates were established by classical geodetic methods
 GH0711.and adjusted by the National Geodetic Survey in November 1994.
 GH0711
 GH0711.The orthometric height was scaled from a topographic map.
 GH0711
 GH0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0711.GEOID18 height accuracy estimate available here.
 GH0711
 GH0711.Click photographs - Photos may exist for this station.
 GH0711
 GH0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0711
 GH0711. The following values were computed from the NAD 83(1993) position.
 GH0711
 GH0711;                    North         East     Units Scale Factor Converg.
 GH0711;SPC OK N     -   129,676.727   683,708.569   MT  0.99994541   +0 32 56.7
 GH0711;SPC OK N     -   425,447.73  2,243,133.86   sFT  0.99994541   +0 32 56.7
 GH0711;UTM  14      - 4,003,991.601   673,630.338   MT  0.99997147   +1 08 22.0
 GH0711
 GH0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0711!SPC OK N     -   0.99995780  x   0.99994541  =   0.99990322
 GH0711!UTM  14      -   0.99995780  x   0.99997147  =   0.99992928
 GH0711
 GH0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7363003991(NAD 83)
 GH0711
 GH0711                          SUPERSEDED SURVEY CONTROL
 GH0711
 GH0711  NAD 83(1986)-  36 09 54.51422(N)    097 04 10.48990(W) AD(       ) 2
 GH0711  NAD 27      -  36 09 54.33900(N)    097 04 09.35900(W) AD(       ) 2
 GH0711
 GH0711.Superseded values are not recommended for survey control.
 GH0711
 GH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0711.See file dsdata.pdf to determine how the superseded data were derived.
 GH0711
 GH0711_MARKER: DD = SURVEY DISK
 GH0711_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0711_STAMPING: 11 B 5 TT 1934
 GH0711_MARK LOGO: CGS+SS
 GH0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0711
 GH0711  HISTORY     - Date     Condition        Report By
 GH0711  HISTORY     - 1934     MONUMENTED       OKGS
 GH0711  HISTORY     - 1938     GOOD             OKGS
 GH0711
 GH0711                          STATION DESCRIPTION
 GH0711
 GH0711'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1938
 GH0711'STATION IS NEAR THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER
 GH0711'OF SECTION 35, T. 20 N., R. 2 E., ABOUT 3.5 MILES NORTH AND 0.5
 GH0711'MILE WEST OF THE STOPLIGHT IN THE CENTER OF STILLWATER.  IT IS
 GH0711'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 40, 10 FEET EAST OF THE
 GH0711'WEST RIGHT-OF-WAY FENCE LINE AND OPPOSITE A BROWN HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0902 ***********************************************************************
 FJ0902  DESIGNATION -  TT 11 EV
 FJ0902  PID         -  FJ0902
 FJ0902  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0902  COUNTRY     -  US
 FJ0902  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0902
 FJ0902                         *CURRENT SURVEY CONTROL
 FJ0902  ______________________________________________________________________
 FJ0902* NAD 83(1993) POSITION- 35 22 14.51194(N) 097 01 06.98539(W)   ADJUSTED
 FJ0902* NAVD 88 ORTHO HEIGHT -   308.75  (+/-2cm)     1013.0   (feet) VERTCON3
 FJ0902  ______________________________________________________________________
 FJ0902  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FJ0902  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 FJ0902  HORZ ORDER      -  SECOND
 FJ0902  VERT ORDER      -  THIRD ? (See Below)
 FJ0902
 FJ0902.The horizontal coordinates were established by classical geodetic methods
 FJ0902.and adjusted by the National Geodetic Survey in November 1994.
 FJ0902
 FJ0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0902
 FJ0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0902.GEOID18 height accuracy estimate available here.
 FJ0902
 FJ0902.The vertical order pertains to the NGVD 29 superseded value.
 FJ0902
 FJ0902.Click photographs - Photos may exist for this station.
 FJ0902
 FJ0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0902
 FJ0902. The following values were computed from the NAD 83(1993) position.
 FJ0902
 FJ0902;                    North         East     Units Scale Factor Converg.
 FJ0902;SPC OK S     -   226,435.137   689,184.925   MT  1.00003003   +0 33 25.4
 FJ0902;SPC OK S     -   742,895.95  2,261,100.87   sFT  1.00003003   +0 33 25.4
 FJ0902;UTM  14      - 3,915,955.337   679,998.124   MT  0.99999929   +1 08 50.2
 FJ0902
 FJ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0902!SPC OK S     -   0.99995579  x   1.00003003  =   0.99998582
 FJ0902!UTM  14      -   0.99995579  x   0.99999929  =   0.99995508
 FJ0902
 FJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7999815955(NAD 83)
 FJ0902
 FJ0902                          SUPERSEDED SURVEY CONTROL
 FJ0902
 FJ0902  NAD 83(1986)-  35 22 14.51768(N)    097 01 06.96728(W) AD(       ) 2
 FJ0902  NAD 27      -  35 22 14.26853(N)    097 01 05.87830(W) AD(       ) 2
 FJ0902  NGVD 29             308.67   (m)         1012.7    (f) LEVELING    3  
 FJ0902
 FJ0902.Superseded values are not recommended for survey control.
 FJ0902
 FJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0902.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0902
 FJ0902_MARKER: DB = BENCH MARK DISK
 FJ0902_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0902_STAMPING: TT 11 EV 1013 1955
 FJ0902_MARK LOGO: USGS
 FJ0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0902
 FJ0902  HISTORY     - Date     Condition        Report By
 FJ0902  HISTORY     - 1955     MONUMENTED       USGS
 FJ0902
 FJ0902                          STATION DESCRIPTION
 FJ0902
 FJ0902'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (NET)
 FJ0902'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF SHAWNEE,
 FJ0902'2 MILES SOUTHEAST OF DALE NEAR THE EAST SIDE OF THE NORTHWEST
 FJ0902'1/4 OF SECTION 6, T 10 N, R 3 E.
 FJ0902'
 FJ0902'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 FJ0902'1955 1013 TT 11 EV.  IT IS 55 FEET WEST OF THE SOUTHWEST
 FJ0902'RAIL OF A RAILROAD TRACK, 5 FEET WEST OF A TELEPHONE POLE
 FJ0902'AND 28.583 METERS SOUTHWEST OF TRIANGULATION STATION DALE
 FJ0902'SE BASE FROM WHICH A TRAVERSE CONNECTION WAS MADE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0270 ***********************************************************************
 GH0270  DESIGNATION -  TT 12 L
 GH0270  PID         -  GH0270
 GH0270  STATE/COUNTY-  OK/KAY
 GH0270  COUNTRY     -  US
 GH0270  USGS QUAD   -  PONCA CITY (2018)
 GH0270
 GH0270                         *CURRENT SURVEY CONTROL
 GH0270  ______________________________________________________________________
 GH0270* NAD 83(1986) POSITION- 36 37 45.54   (N) 097 05 09.40   (W)   HD_HELD1
 GH0270* NAVD 88 ORTHO HEIGHT -   282.650 (meters)      927.33  (feet) ADJUSTED
 GH0270  ______________________________________________________________________
 GH0270  GEOID HEIGHT    -        -28.820 (meters)                     GEOID18
 GH0270  DYNAMIC HEIGHT  -        282.406 (meters)      926.53  (feet) COMP
 GH0270  MODELED GRAVITY -    979,761.3   (mgal)                       NAVD 88
 GH0270
 GH0270  VERT ORDER      -  SECOND    CLASS 0
 GH0270
 GH0270.The horizontal coordinates were determined by differentially corrected
 GH0270.hand held GPS observations or other comparable positioning techniques
 GH0270.and have an estimated accuracy of +/- 3 meters.
 GH0270
 GH0270.The orthometric height was determined by differential leveling and
 GH0270.adjusted by the NATIONAL GEODETIC SURVEY
 GH0270.in June 1991.
 GH0270
 GH0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0270.GEOID18 height accuracy estimate available here.
 GH0270
 GH0270.Click photographs - Photos may exist for this station.
 GH0270
 GH0270.The dynamic height is computed by dividing the NAVD 88
 GH0270.geopotential number by the normal gravity value computed on the
 GH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0270.degrees latitude (g = 980.6199 gals.).
 GH0270
 GH0270.The modeled gravity was interpolated from observed gravity values.
 GH0270
 GH0270;                    North         East    Units  Estimated Accuracy
 GH0270;SPC OK N     -   181,166.2     681,751.8     MT  (+/- 3 meters HH1 GPS) 
 GH0270
 GH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7113755458(NAD 83)
 GH0270
 GH0270                          SUPERSEDED SURVEY CONTROL
 GH0270
 GH0270  NGVD 29 (??/??/92)  282.523  (m)          926.91   (f) ADJ UNCH    2 0
 GH0270
 GH0270.Superseded values are not recommended for survey control.
 GH0270
 GH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0270.See file dsdata.pdf to determine how the superseded data were derived.
 GH0270
 GH0270_MARKER: DD = SURVEY DISK
 GH0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0270_SP_SET: ABUTMENT
 GH0270_STAMPING: TT 12L 1930
 GH0270_MARK LOGO: USGS
 GH0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0270
 GH0270  HISTORY     - Date     Condition        Report By
 GH0270  HISTORY     - 1930     MONUMENTED       USGS
 GH0270  HISTORY     - 1934     GOOD             CGS
 GH0270
 GH0270                          STATION DESCRIPTION
 GH0270
 GH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0270'6.2 MI N FROM MARLAND.
 GH0270'ABOUT 5.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0270'RAILWAY FROM THE STATION AT PONCA CITY, KAY COUNTY, ABOUT 1.2 MILES
 GH0270'SOUTHWEST OF THE STATION AT WHITE EAGLE, AT STEEL BRIDGE 294 A
 GH0270'OVER SALT FORK OF ARKANSAS RIVER, IN THE TOP OF THE CAPSTONE
 GH0270'OF THE NORTHEAST ABUTMENT, 4 FEET NORTHWEST OF THE SOUTHEAST
 GH0270'END, AND 7 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A
 GH0270'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED T.T. 12 L
 GH0270'1930.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0980 ***********************************************************************
 EK0980  DESIGNATION -  TT 12 MT
 EK0980  PID         -  EK0980
 EK0980  STATE/COUNTY-  OK/CHOCTAW
 EK0980  COUNTRY     -  US
 EK0980  USGS QUAD   -  HUGO (2019)
 EK0980
 EK0980                         *CURRENT SURVEY CONTROL
 EK0980  ______________________________________________________________________
 EK0980* NAD 83(1993) POSITION- 34 00 54.93366(N) 095 31 23.14488(W)   ADJUSTED
 EK0980* NAVD 88 ORTHO HEIGHT -   187.63  (+/-2cm)      615.6   (feet) VERTCON3
 EK0980  ______________________________________________________________________
 EK0980  GEOID HEIGHT    -        -29.065 (meters)                     GEOID18
 EK0980  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 EK0980  HORZ ORDER      -  SECOND
 EK0980  VERT ORDER      -  THIRD ? (See Below)
 EK0980
 EK0980.The horizontal coordinates were established by classical geodetic methods
 EK0980.and adjusted by the National Geodetic Survey in November 1994.
 EK0980
 EK0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0980
 EK0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0980.GEOID18 height accuracy estimate available here.
 EK0980
 EK0980.The vertical order pertains to the NGVD 29 superseded value.
 EK0980
 EK0980.Click photographs - Photos may exist for this station.
 EK0980
 EK0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0980
 EK0980. The following values were computed from the NAD 83(1993) position.
 EK0980
 EK0980;                    North         East     Units Scale Factor Converg.
 EK0980;SPC OK S     -    78,448.742   828,760.927   MT  0.99998490   +1 24 21.4
 EK0980;SPC OK S     -   257,377.25  2,719,026.47   sFT  0.99998490   +1 24 21.4
 EK0980;SPC TXNC     - 2,264,345.309   874,938.499   MT  1.00001392   +1 37 24.9
 EK0980;SPC TXNC     - 7,428,939.57  2,870,527.39   sFT  1.00001392   +1 37 24.9
 EK0980;UTM  15      - 3,766,718.806   267,010.847   MT  1.00026922   -1 24 43.5
 EK0980
 EK0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0980!SPC OK S     -   0.99997511  x   0.99998490  =   0.99996001
 EK0980!SPC TXNC     -   0.99997511  x   1.00001392  =   0.99998903
 EK0980!UTM  15      -   0.99997511  x   1.00026922  =   1.00024432
 EK0980
 EK0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6701066718(NAD 83)
 EK0980
 EK0980                          SUPERSEDED SURVEY CONTROL
 EK0980
 EK0980  NAD 83(1986)-  34 00 54.93951(N)    095 31 23.13446(W) AD(       ) 2
 EK0980  NAD 27      -  34 00 54.56400(N)    095 31 22.27800(W) AD(       ) 2
 EK0980  NGVD 29             187.56   (m)          615.4    (f) LEVELING    3  
 EK0980
 EK0980.Superseded values are not recommended for survey control.
 EK0980
 EK0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0980.See file dsdata.pdf to determine how the superseded data were derived.
 EK0980
 EK0980_MARKER: DB = BENCH MARK DISK
 EK0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0980_STAMPING: TT 12 MT 1949
 EK0980_MARK LOGO: USGS
 EK0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0980+STABILITY: SURFACE MOTION
 EK0980
 EK0980  HISTORY     - Date     Condition        Report By
 EK0980  HISTORY     - 1949     MONUMENTED       USGS
 EK0980  HISTORY     - 1951     GOOD             USGS
 EK0980
 EK0980                          STATION DESCRIPTION
 EK0980
 EK0980'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 EK0980'THE STATION IS LOCATED IN THE NORTHWEST PART OF HUGO AND JUST SOUTH
 EK0980'OF THE HUGO, MUNICIPAL STANDPIPE.  IT IS 57 FEET SOUTH OF THE
 EK0980'SOUTHEAST CORNER OF A HOUSE, 9 FEET SOUTH OF THE CENTER OF A DIRT
 EK0980'ROAD, 5 FEET EAST OF A POWER POLE AND 2.5 FEET NORTH OF A FENCE
 EK0980'CORNER.  A STANDARD USGS BENCH MARK DISK, STAMPED TT 12 MT 1949,
 EK0980'IS SET IN TOP OF A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS 4
 EK0980'INCHES.
 EK0980'
 EK0980'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HUGO TO
 EK0980'TT 12 MT (USGS).  THE DISTANCE IS 32.180 METERS (105.58 FEET)
 EK0980'SOUTHWEST.
 EK0980'
 EK0980'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN HUGO, GO WEST ON US
 EK0980'HIGHWAYS 271 AND 70 FOR 0.6 MILE TO A CROSS-STREET.  TURN RIGHT AND
 EK0980'GO NORTH FOR 0.2 MILE TO THE HUGO, MUNICIPAL STANDPIPE AND THE
 EK0980'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0274 ***********************************************************************
 GH0274  DESIGNATION -  TT 14 L
 GH0274  PID         -  GH0274
 GH0274  STATE/COUNTY-  OK/KAY
 GH0274  COUNTRY     -  US
 GH0274  USGS QUAD   -  PONCA CITY (2018)
 GH0274
 GH0274                         *CURRENT SURVEY CONTROL
 GH0274  ______________________________________________________________________
 GH0274* NAD 83(1986) POSITION- 36 42 06.25   (N) 097 05 06.65   (W)   HD_HELD1
 GH0274* NAVD 88 ORTHO HEIGHT -   308.409 (meters)     1011.84  (feet) ADJUSTED
 GH0274  ______________________________________________________________________
 GH0274  GEOID HEIGHT    -        -28.871 (meters)                     GEOID18
 GH0274  DYNAMIC HEIGHT  -        308.145 (meters)     1010.97  (feet) COMP
 GH0274  MODELED GRAVITY -    979,768.6   (mgal)                       NAVD 88
 GH0274
 GH0274  VERT ORDER      -  SECOND    CLASS 0
 GH0274
 GH0274.The horizontal coordinates were determined by differentially corrected
 GH0274.hand held GPS observations or other comparable positioning techniques
 GH0274.and have an estimated accuracy of +/- 3 meters.
 GH0274
 GH0274.The orthometric height was determined by differential leveling and
 GH0274.adjusted by the NATIONAL GEODETIC SURVEY
 GH0274.in June 1991.
 GH0274
 GH0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0274.GEOID18 height accuracy estimate available here.
 GH0274
 GH0274.Click photographs - Photos may exist for this station.
 GH0274
 GH0274.The dynamic height is computed by dividing the NAVD 88
 GH0274.geopotential number by the normal gravity value computed on the
 GH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0274.degrees latitude (g = 980.6199 gals.).
 GH0274
 GH0274.The modeled gravity was interpolated from observed gravity values.
 GH0274
 GH0274;                    North         East    Units  Estimated Accuracy
 GH0274;SPC OK N     -   189,202.9     681,744.4     MT  (+/- 3 meters HH1 GPS) 
 GH0274
 GH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7104563494(NAD 83)
 GH0274
 GH0274                          SUPERSEDED SURVEY CONTROL
 GH0274
 GH0274  NGVD 29 (??/??/92)  308.280  (m)         1011.42   (f) ADJ UNCH    2 0
 GH0274
 GH0274.Superseded values are not recommended for survey control.
 GH0274
 GH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0274.See file dsdata.pdf to determine how the superseded data were derived.
 GH0274
 GH0274_MARKER: DD = SURVEY DISK
 GH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0274_STAMPING: TT 14 L 1930
 GH0274_MARK LOGO: USGS
 GH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0274+STABILITY: SURFACE MOTION
 GH0274
 GH0274  HISTORY     - Date     Condition        Report By
 GH0274  HISTORY     - 1930     MONUMENTED       USGS
 GH0274  HISTORY     - 1934     GOOD             CGS
 GH0274
 GH0274                          STATION DESCRIPTION
 GH0274
 GH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0274'IN PONCA CITY.
 GH0274'AT PONCA CITY, KAY COUNTY, 13 FEET NORTHWEST OF THE NORTHWEST
 GH0274'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, IN
 GH0274'THE SOUTHWEST CORNER OF THE STATION PARK, AND 22.5 FEET EAST OF
 GH0274'THE CENTER LINE OF THE EAST MAIN TRACK.  A UNITED STATES GEOLOGICAL
 GH0274'SURVEY STANDARD DISK, STAMPED TT 14 L 1930 AND SET IN THE TOP OF A
 GH0274'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0904 ***********************************************************************
 FJ0904  DESIGNATION -  TT 15 EV
 FJ0904  PID         -  FJ0904
 FJ0904  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0904  COUNTRY     -  US
 FJ0904  USGS QUAD   -  SHAWNEE RESERVOIR (2018)
 FJ0904
 FJ0904                         *CURRENT SURVEY CONTROL
 FJ0904  ______________________________________________________________________
 FJ0904* NAD 83(1993) POSITION- 35 15 39.31187(N) 097 00 08.13796(W)   ADJUSTED
 FJ0904* NAVD 88 ORTHO HEIGHT -   343.04  (+/-2cm)     1125.5   (feet) VERTCON3
 FJ0904  ______________________________________________________________________
 FJ0904  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 FJ0904  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 FJ0904  HORZ ORDER      -  SECOND
 FJ0904  VERT ORDER      -  THIRD ? (See Below)
 FJ0904
 FJ0904.The horizontal coordinates were established by classical geodetic methods
 FJ0904.and adjusted by the National Geodetic Survey in November 1994.
 FJ0904
 FJ0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0904
 FJ0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0904.GEOID18 height accuracy estimate available here.
 FJ0904
 FJ0904.The vertical order pertains to the NGVD 29 superseded value.
 FJ0904
 FJ0904.Click photographs - Photos may exist for this station.
 FJ0904
 FJ0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0904
 FJ0904. The following values were computed from the NAD 83(1993) position.
 FJ0904
 FJ0904;                    North         East     Units Scale Factor Converg.
 FJ0904;SPC OK S     -   214,270.634   690,790.767   MT  1.00000557   +0 33 58.8
 FJ0904;SPC OK S     -   702,986.24  2,266,369.37   sFT  1.00000557   +0 33 58.8
 FJ0904;UTM  14      - 3,903,808.151   681,728.851   MT  1.00000701   +1 09 13.0
 FJ0904
 FJ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0904!SPC OK S     -   0.99995038  x   1.00000557  =   0.99995595
 FJ0904!UTM  14      -   0.99995038  x   1.00000701  =   0.99995739
 FJ0904
 FJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8172803808(NAD 83)
 FJ0904
 FJ0904                          SUPERSEDED SURVEY CONTROL
 FJ0904
 FJ0904  NAD 83(1986)-  35 15 39.31704(N)    097 00 08.12023(W) AD(       ) 2
 FJ0904  NAD 27      -  35 15 39.05959(N)    097 00 07.03835(W) AD(       ) 2
 FJ0904  NGVD 29             342.95   (m)         1125.2    (f) LEVELING    3  
 FJ0904
 FJ0904.Superseded values are not recommended for survey control.
 FJ0904
 FJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0904.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0904
 FJ0904_MARKER: DB = BENCH MARK DISK
 FJ0904_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0904_STAMPING: TT 15 EV 1125
 FJ0904_MARK LOGO: USGS
 FJ0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0904
 FJ0904  HISTORY     - Date     Condition        Report By
 FJ0904  HISTORY     - 1955     MONUMENTED       USGS
 FJ0904
 FJ0904                          STATION DESCRIPTION
 FJ0904
 FJ0904'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (OSR)
 FJ0904'STATION IS ABOUT 4 MILES WEST OF TECUMSEH, IN SECTION 17, T
 FJ0904'9 N, R 3 E.
 FJ0904'
 FJ0904'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 FJ0904'1125 TT 15 EV, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 FJ0904'POST PROJECTING 2 INCHES.  IT IS 49 FEET NORTH OF THE CENTER OF
 FJ0904'STATE HIGHWAY 9, 3 FEET WEST OF A TELEPHONE POLE AND 2 FEET
 FJ0904'SOUTH OF A FENCE.  A TRAVERSE CONNECTION WAS MADE TO THIS
 FJ0904'MARK FROM TRIANGULATION STATION SQUIRREL.  THE DISTANCE =
 FJ0904'65.530 M. (215.00 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR9645 ***********************************************************************
 DR9645  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9645  DESIGNATION -  TT 17 LG
 DR9645  PID         -  DR9645
 DR9645  STATE/COUNTY-  OK/OTTAWA
 DR9645  COUNTRY     -  US
 DR9645  USGS QUAD   -  MIAMI SE (2018)
 DR9645
 DR9645                         *CURRENT SURVEY CONTROL
 DR9645  ______________________________________________________________________
 DR9645* NAD 83(2011) POSITION- 36 52 17.16279(N) 094 46 31.59077(W)   ADJUSTED
 DR9645* NAD 83(2011) ELLIP HT-   220.476 (meters)        (01/10/24)   ADJUSTED
 DR9645* NAD 83(2011) EPOCH   -  2010.00
 DR9645* NAVD 88 ORTHO HEIGHT -   249.81  (meters)      819.6   (feet) GPS OBS
 DR9645  ______________________________________________________________________
 DR9645  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 DR9645  NAD 83(2011) X  -   -425,306.550 (meters)                     COMP
 DR9645  NAD 83(2011) Y  - -5,091,008.951 (meters)                     COMP
 DR9645  NAD 83(2011) Z  -  3,806,121.067 (meters)                     COMP
 DR9645  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 DR9645
 DR9645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9645  Standards:
 DR9645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9645  -------------------------------------------------------------------
 DR9645  NETWORK    0.51   1.14           0.22   0.20   0.58      0.01132874
 DR9645  -------------------------------------------------------------------
 DR9645  Click here for local accuracies and other accuracy information.
 DR9645
 DR9645.The horizontal coordinates were established by GPS observations
 DR9645.and adjusted by the OK DEPT OF TRANSP in January 2024.
 DR9645
 DR9645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9645.been affixed to the stable North American tectonic plate. See 
 DR9645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9645
 DR9645.The horizontal coordinates are valid at the epoch date displayed above
 DR9645.which is a decimal equivalence of Year/Month/Day.
 DR9645
 DR9645.The orthometric height was determined by GPS observations and a
 DR9645.high-resolution geoid model using precise GPS observation and
 DR9645.processing techniques.
 DR9645
 DR9645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9645.GEOID18 height accuracy estimate available here.
 DR9645
 DR9645.Click photographs - Photos may exist for this station.
 DR9645
 DR9645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9645
 DR9645.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9645
 DR9645.The ellipsoidal height was determined by GPS observations
 DR9645.and is referenced to NAD 83.
 DR9645
 DR9645. The following values were computed from the NAD 83(2011) position.
 DR9645
 DR9645;                    North         East     Units Scale Factor Converg.
 DR9645;SPC OK N     -   212,423.927   887,458.956   MT  1.00002079   +1 54 10.7
 DR9645;SPC OK N     -   696,927.50  2,911,604.92   sFT  1.00002079   +1 54 10.7
 DR9645;UTM  15      - 4,082,081.688   341,755.435   MT  0.99990850   -1 03 55.9
 DR9645
 DR9645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9645!SPC OK N     -   0.99996540  x   1.00002079  =   0.99998619
 DR9645!UTM  15      -   0.99996540  x   0.99990850  =   0.99987390
 DR9645
 DR9645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4175582081(NAD 83)
 DR9645
 DR9645                          SUPERSEDED SURVEY CONTROL
 DR9645
 DR9645.No superseded survey control is available for this station.
 DR9645
 DR9645_MARKER: DB = BENCH MARK DISK
 DR9645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9645_STAMPING: TT 17 LG 1959
 DR9645_MARK LOGO: USGS
 DR9645_PROJECTION: FLUSH
 DR9645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9645+STABILITY: SURFACE MOTION
 DR9645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9645+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2023
 DR9645
 DR9645  HISTORY     - Date     Condition        Report By
 DR9645  HISTORY     - 19590101 MONUMENTED       USGS
 DR9645  HISTORY     - 20231204 GOOD             OKDOT
 DR9645
 DR9645                          STATION DESCRIPTION
 DR9645
 DR9645'DESCRIBED BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 DR9645'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF PEORIA,
 DR9645'6.1 MI (9.8 KM) NORTH-NORTHWEST OF WYANDOTTE AND 5.6 MI (9.0 KM) EAST
 DR9645'OF MIAMI.
 DR9645'
 DR9645'TO REACH THE MARK FROM THE INTERSECTION OF SH 10 AND SH 137 HEAD EAST
 DR9645'ON SH 10 FOR APPROXIMATELY 0.7 MI (1.1 KM) AND THE MONUMENT WILL BE ON
 DR9645'THE NORTH SIDE OF THE ROAD.
 DR9645'
 DR9645'THE BENCH MARK IS APPROXIMATELY 68 FT (20.7 M) NORTH OF THE CENTERLINE
 DR9645'OF SH 10.  IT IS APPROXIMATELY 31 FT (9.4 M) EAST OF A GRAVEL DRIVE
 DR9645'AND IS APPROXIMATELY 6 FT (1.8 M) WEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0987 ***********************************************************************
 GH0987  DESIGNATION -  TT 17 Y
 GH0987  PID         -  GH0987
 GH0987  STATE/COUNTY-  OK/PAYNE
 GH0987  COUNTRY     -  US
 GH0987  USGS QUAD   -  GLENCOE (2018)
 GH0987
 GH0987                         *CURRENT SURVEY CONTROL
 GH0987  ______________________________________________________________________
 GH0987* NAD 83(1993) POSITION- 36 12 15.73938(N) 096 59 52.50061(W)   ADJUSTED
 GH0987* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 GH0987  ______________________________________________________________________
 GH0987  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 GH0987  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 GH0987  HORZ ORDER      -  SECOND
 GH0987
 GH0987.The horizontal coordinates were established by classical geodetic methods
 GH0987.and adjusted by the National Geodetic Survey in November 1994.
 GH0987
 GH0987.The orthometric height was scaled from a topographic map.
 GH0987
 GH0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0987.GEOID18 height accuracy estimate available here.
 GH0987
 GH0987.Click photographs - Photos may exist for this station.
 GH0987
 GH0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0987
 GH0987. The following values were computed from the NAD 83(1993) position.
 GH0987
 GH0987;                    North         East     Units Scale Factor Converg.
 GH0987;SPC OK N     -   134,093.715   690,111.314   MT  0.99994562   +0 35 29.0
 GH0987;SPC OK N     -   439,939.13  2,264,140.20   sFT  0.99994562   +0 35 29.0
 GH0987;UTM  14      - 4,008,474.566   679,987.441   MT  0.99999917   +1 10 58.4
 GH0987
 GH0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0987!SPC OK N     -   0.99995640  x   0.99994562  =   0.99990202
 GH0987!UTM  14      -   0.99995640  x   0.99999917  =   0.99995557
 GH0987
 GH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7998708474(NAD 83)
 GH0987
 GH0987                          SUPERSEDED SURVEY CONTROL
 GH0987
 GH0987  NAD 83(1986)-  36 12 15.75030(N)    096 59 52.48554(W) AD(       ) 2
 GH0987  NAD 27      -  36 12 15.56900(N)    096 59 51.35300(W) AD(       ) 2
 GH0987
 GH0987.Superseded values are not recommended for survey control.
 GH0987
 GH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0987.See file dsdata.pdf to determine how the superseded data were derived.
 GH0987
 GH0987_MARKER: DD = SURVEY DISK
 GH0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0987_STAMPING: TT STA. 17Y 1927
 GH0987_MARK LOGO: USGS
 GH0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0987+STABILITY: SURFACE MOTION
 GH0987
 GH0987  HISTORY     - Date     Condition        Report By
 GH0987  HISTORY     - 1927     MONUMENTED       USGS
 GH0987
 GH0987                          STATION DESCRIPTION
 GH0987
 GH0987'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 GH0987'TT-17Y U.S.G.S. AND S.S. IS A U.S. GEOLOGICAL SURVEY STANDARD
 GH0987'TRAVERSE DISK STAMPED TT STA. 17Y, 1927, SET IN A 6-INCH
 GH0987'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT IS
 GH0987'66 FEET NORTHWEST OF THE RAILROAD CROSSING, OPPOSITE MILEPOST
 GH0987'22, AND 30 FEET SOUTH OF ROAD FORKS.
 GH0987'
 GH0987'TO REACH FROM THE STOPLIGHT IN STILLWATER, GO NORTH ON STATE
 GH0987'HIGHWAY 40 FOR 6.0 MILES TO A SIGN YOST LAKE 3-1/2 MILES, THENCE
 GH0987'EAST 4.0 MILES TO RAILROAD CROSSING AND STATION 100 FEET EAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0910 ***********************************************************************
 FJ0910  DESIGNATION -  TT 18
 FJ0910  PID         -  FJ0910
 FJ0910  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0910  COUNTRY     -  US
 FJ0910  USGS QUAD   -  STELLA (2018)
 FJ0910
 FJ0910                         *CURRENT SURVEY CONTROL
 FJ0910  ______________________________________________________________________
 FJ0910* NAD 83(1993) POSITION- 35 15 39.17037(N) 097 07 31.98008(W)   ADJUSTED
 FJ0910* NAVD 88 ORTHO HEIGHT -   336.36  (+/-2cm)     1103.5   (feet) VERTCON3
 FJ0910  ______________________________________________________________________
 FJ0910  GEOID HEIGHT    -        -26.752 (meters)                     GEOID18
 FJ0910  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 FJ0910  HORZ ORDER      -  SECOND
 FJ0910  VERT ORDER      -  THIRD ? (See Below)
 FJ0910
 FJ0910.The horizontal coordinates were established by classical geodetic methods
 FJ0910.and adjusted by the National Geodetic Survey in November 1994.
 FJ0910
 FJ0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0910
 FJ0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0910.GEOID18 height accuracy estimate available here.
 FJ0910
 FJ0910.The vertical order pertains to the NGVD 29 superseded value.
 FJ0910
 FJ0910.Click photographs - Photos may exist for this station.
 FJ0910
 FJ0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0910
 FJ0910. The following values were computed from the NAD 83(1993) position.
 FJ0910
 FJ0910;                    North         East     Units Scale Factor Converg.
 FJ0910;SPC OK S     -   214,162.233   679,572.198   MT  1.00000556   +0 29 46.9
 FJ0910;SPC OK S     -   702,630.59  2,229,563.12   sFT  1.00000556   +0 29 46.9
 FJ0910;UTM  14      - 3,903,584.895   670,512.240   MT  0.99995832   +1 04 56.6
 FJ0910
 FJ0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0910!SPC OK S     -   0.99995141  x   1.00000556  =   0.99995696
 FJ0910!UTM  14      -   0.99995141  x   0.99995832  =   0.99990973
 FJ0910
 FJ0910:                Primary Azimuth Mark                     Grid Az
 FJ0910:SPC OK S     -  PINK                                     105 14 49.9
 FJ0910:UTM  14      -  PINK                                     104 39 40.2
 FJ0910
 FJ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7051203584(NAD 83)
 FJ0910
 FJ0910|---------------------------------------------------------------------|
 FJ0910| PID    Reference Object                     Distance      Geod. Az  |
 FJ0910|                                                           dddmmss.s |
 FJ0910| FJ0901 PINK                                APPROX. 0.8 KM 1054436.8 |
 FJ0910| FJ0906 PINK AZ MK                          155.315 METERS 19333     |
 FJ0910|---------------------------------------------------------------------|
 FJ0910
 FJ0910                          SUPERSEDED SURVEY CONTROL
 FJ0910
 FJ0910  NAD 83(1986)-  35 15 39.17593(N)    097 07 31.96287(W) AD(       ) 2
 FJ0910  NAD 27      -  35 15 38.92324(N)    097 07 30.86844(W) AD(       ) 2
 FJ0910  NGVD 29             336.28   (m)         1103.3    (f) LEVELING    3  
 FJ0910
 FJ0910.Superseded values are not recommended for survey control.
 FJ0910
 FJ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0910.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0910
 FJ0910_MARKER: DB = BENCH MARK DISK
 FJ0910_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0910_STAMPING: TT 18 1103 1955
 FJ0910_MARK LOGO: USGS
 FJ0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0910
 FJ0910  HISTORY     - Date     Condition        Report By
 FJ0910  HISTORY     - 1955     MONUMENTED       USGS
 FJ0910
 FJ0910                          STATION DESCRIPTION
 FJ0910
 FJ0910'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (OSR)
 FJ0910'STATION IS ABOUT 3/4 MILE EAST OF PINK, IN THE NORTHWEST 1/4
 FJ0910'OF SECTION 19, T 9 N, R 2 E.
 FJ0910'
 FJ0910'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 FJ0910'TT 18 1103 1955, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 FJ0910'POST PROJECTING 6 INCHES.  IT IS 75 FEET SOUTHWEST OF THE
 FJ0910'SOUTHWEST CORNER OF A FARM HOUSE, 20 FEET WEST OF THE CENTER OF
 FJ0910'A DRIVEWAY LEADING TO THE FARM HOUSE, 9 FEET SOUTH OF POWERLINE
 FJ0910'POLE NUMBER 3357 AND 3 FEET SOUTHEAST OF A T-FENCE JUNCTION.
 FJ0910'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 FJ0910'STATION PINK.  THE DISTANCE = 761.270 METERS, (2,497.57 FEET)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0464 ***********************************************************************
 FJ0464  DESIGNATION -  TT 19 A 1
 FJ0464  PID         -  FJ0464
 FJ0464  STATE/COUNTY-  OK/CANADIAN
 FJ0464  COUNTRY     -  US
 FJ0464  USGS QUAD   -  UNION CITY (2018)
 FJ0464
 FJ0464                         *CURRENT SURVEY CONTROL
 FJ0464  ______________________________________________________________________
 FJ0464* NAD 83(1986) POSITION- 35 26 05.     (N) 097 56 13.     (W)   SCALED
 FJ0464* NAVD 88 ORTHO HEIGHT -   432.389 (meters)     1418.60  (feet) POSTED
 FJ0464  ______________________________________________________________________
 FJ0464  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FJ0464  DYNAMIC HEIGHT  -        431.96  (meters)     1417.2   (feet) COMP
 FJ0464  MODELED GRAVITY -    979,635.9   (mgal)                       NAVD 88
 FJ0464
 FJ0464  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0464
 FJ0464.The horizontal coordinates were scaled from a map and have
 FJ0464.an estimated accuracy of +/- 6 seconds.
 FJ0464
 FJ0464.The orthometric height was determined by differential leveling
 FJ0464.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0464
 FJ0464.* This is a POSTED BENCH MARK height.
 FJ0464
 FJ0464.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0464.GEOID18 height accuracy estimate available here.
 FJ0464
 FJ0464.Click photographs - Photos may exist for this station.
 FJ0464
 FJ0464.The dynamic height is computed by dividing the NAVD 88
 FJ0464.geopotential number by the normal gravity value computed on the
 FJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0464.degrees latitude (g = 980.6199 gals.).
 FJ0464
 FJ0464.The modeled gravity was interpolated from observed gravity values.
 FJ0464
 FJ0464;                    North         East    Units  Estimated Accuracy
 FJ0464;SPC OK N     -    48,240.      605,730.      MT  (+/- 180 meters Scaled)
 FJ0464
 FJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE964217(NAD 83)
 FJ0464
 FJ0464                          SUPERSEDED SURVEY CONTROL
 FJ0464
 FJ0464  NGVD 29 (??/??/92)  432.211  (m)         1418.01   (f) ADJ UNCH    1 2
 FJ0464
 FJ0464.Superseded values are not recommended for survey control.
 FJ0464
 FJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0464.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0464
 FJ0464_MARKER: DD = SURVEY DISK
 FJ0464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0464_STAMPING: 19 A 1 TT
 FJ0464_MARK LOGO: CGS+SS
 FJ0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0464
 FJ0464  HISTORY     - Date     Condition        Report By
 FJ0464  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0464  HISTORY     - 1953     GOOD             CGS
 FJ0464  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0464
 FJ0464                          STATION DESCRIPTION
 FJ0464
 FJ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0464'3.8 MI N FROM UNION CITY.
 FJ0464'2.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0464'RAILROAD FROM THE STATION AT UNION CITY, THENCE 0.9 MILE EAST
 FJ0464'ALONG A DIRT ROAD, 190 FEET SOUTH OF THE CENTER OF AN INTERSECTION
 FJ0464'WITH U.S. HIGHWAY 81, 45 FEET WEST OF THE CENTER LINE OF THE
 FJ0464'HIGHWAY, 4 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 FJ0464'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 FJ0464'ABOVE THE GROUND.
 FJ0464
 FJ0464                          STATION RECOVERY (1986)
 FJ0464
 FJ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0461 ***********************************************************************
 FJ0461  DESIGNATION -  TT 19 A 2
 FJ0461  PID         -  FJ0461
 FJ0461  STATE/COUNTY-  OK/CANADIAN
 FJ0461  COUNTRY     -  US
 FJ0461  USGS QUAD   -  UNION CITY (2018)
 FJ0461
 FJ0461                         *CURRENT SURVEY CONTROL
 FJ0461  ______________________________________________________________________
 FJ0461* NAD 83(1986) POSITION- 35 24 20.     (N) 097 56 12.     (W)   SCALED
 FJ0461* NAVD 88 ORTHO HEIGHT -   411.372 (meters)     1349.64  (feet) POSTED
 FJ0461  ______________________________________________________________________
 FJ0461  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 FJ0461  DYNAMIC HEIGHT  -        410.97  (meters)     1348.3   (feet) COMP
 FJ0461  MODELED GRAVITY -    979,632.5   (mgal)                       NAVD 88
 FJ0461
 FJ0461  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0461
 FJ0461.The horizontal coordinates were scaled from a map and have
 FJ0461.an estimated accuracy of +/- 6 seconds.
 FJ0461
 FJ0461.The orthometric height was determined by differential leveling
 FJ0461.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0461
 FJ0461.* This is a POSTED BENCH MARK height.
 FJ0461
 FJ0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0461.GEOID18 height accuracy estimate available here.
 FJ0461
 FJ0461.Click photographs - Photos may exist for this station.
 FJ0461
 FJ0461.The dynamic height is computed by dividing the NAVD 88
 FJ0461.geopotential number by the normal gravity value computed on the
 FJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0461.degrees latitude (g = 980.6199 gals.).
 FJ0461
 FJ0461.The modeled gravity was interpolated from observed gravity values.
 FJ0461
 FJ0461;                    North         East    Units  Estimated Accuracy
 FJ0461;SPC OK N     -    45,000.      605,750.      MT  (+/- 180 meters Scaled)
 FJ0461
 FJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE965185(NAD 83)
 FJ0461
 FJ0461                          SUPERSEDED SURVEY CONTROL
 FJ0461
 FJ0461  NGVD 29 (??/??/92)  411.200  (m)         1349.08   (f) ADJ UNCH    1 2
 FJ0461
 FJ0461.Superseded values are not recommended for survey control.
 FJ0461
 FJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0461.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0461
 FJ0461_MARKER: DD = SURVEY DISK
 FJ0461_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0461_STAMPING: 19 A 2 TT
 FJ0461_MARK LOGO: CGS+SS
 FJ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0461
 FJ0461  HISTORY     - Date     Condition        Report By
 FJ0461  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0461  HISTORY     - 1953     GOOD             CGS
 FJ0461  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0461
 FJ0461                          STATION DESCRIPTION
 FJ0461
 FJ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0461'1.3 MI N FROM UNION CITY.
 FJ0461'0.9 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0461'RAILROAD FROM THE STATION AT UNION CITY, THENCE 0.4 MILE EAST
 FJ0461'ALONG A DIRT ROAD, 390 FEET SOUTH OF THE CENTER OF AN INTERSECTION
 FJ0461'WITH U.S. HIGHWAY 81, 47 FEET EAST OF THE CENTER LINE OF THE
 FJ0461'HIGHWAY, 6 FEET NORTH OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE,
 FJ0461'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FJ0461'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FJ0461
 FJ0461                          STATION RECOVERY (1986)
 FJ0461
 FJ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0457 ***********************************************************************
 FJ0457  DESIGNATION -  TT 19 A 4
 FJ0457  PID         -  FJ0457
 FJ0457  STATE/COUNTY-  OK/CANADIAN
 FJ0457  COUNTRY     -  US
 FJ0457  USGS QUAD   -  UNION CITY (2018)
 FJ0457
 FJ0457                         *CURRENT SURVEY CONTROL
 FJ0457  ______________________________________________________________________
 FJ0457* NAD 83(1986) POSITION- 35 23 02.     (N) 097 56 09.     (W)   SCALED
 FJ0457* NAVD 88 ORTHO HEIGHT -   400.642 (meters)     1314.44  (feet) POSTED
 FJ0457  ______________________________________________________________________
 FJ0457  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 FJ0457  DYNAMIC HEIGHT  -        400.24  (meters)     1313.1   (feet) COMP
 FJ0457  MODELED GRAVITY -    979,630.3   (mgal)                       NAVD 88
 FJ0457
 FJ0457  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0457
 FJ0457.The horizontal coordinates were scaled from a map and have
 FJ0457.an estimated accuracy of +/- 6 seconds.
 FJ0457
 FJ0457.The orthometric height was determined by differential leveling
 FJ0457.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0457
 FJ0457.* This is a POSTED BENCH MARK height.
 FJ0457
 FJ0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0457.GEOID18 height accuracy estimate available here.
 FJ0457
 FJ0457.Click photographs - Photos may exist for this station.
 FJ0457
 FJ0457.The dynamic height is computed by dividing the NAVD 88
 FJ0457.geopotential number by the normal gravity value computed on the
 FJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0457.degrees latitude (g = 980.6199 gals.).
 FJ0457
 FJ0457.The modeled gravity was interpolated from observed gravity values.
 FJ0457
 FJ0457;                    North         East    Units  Estimated Accuracy
 FJ0457;SPC OK N     -    42,600.      605,830.      MT  (+/- 180 meters Scaled)
 FJ0457
 FJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE966161(NAD 83)
 FJ0457
 FJ0457                          SUPERSEDED SURVEY CONTROL
 FJ0457
 FJ0457  NGVD 29 (??/??/92)  400.473  (m)         1313.89   (f) ADJ UNCH    1 2
 FJ0457
 FJ0457.Superseded values are not recommended for survey control.
 FJ0457
 FJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0457.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0457
 FJ0457_MARKER: DD = SURVEY DISK
 FJ0457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0457_STAMPING: 19 A 4 TT 1934
 FJ0457_MARK LOGO: CGS+SS
 FJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0457
 FJ0457  HISTORY     - Date     Condition        Report By
 FJ0457  HISTORY     - 1934     MONUMENTED       OKGS
 FJ0457  HISTORY     - 1953     GOOD             CGS
 FJ0457  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0457
 FJ0457                          STATION DESCRIPTION
 FJ0457
 FJ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0457'0.8 MI S FROM UNION CITY.
 FJ0457'0.8 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0457'RAILROAD FROM THE STATION AT UNION CITY, 94 FEET WEST OF THE
 FJ0457'WEST RAIL, 20 FEET WEST OF THE 1ST POLE NORTH OF MILEPOST 413,
 FJ0457'3 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 FJ0457'10 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 FJ0457'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FJ0457
 FJ0457                          STATION RECOVERY (1986)
 FJ0457
 FJ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0982 ***********************************************************************
 GH0982  DESIGNATION -  TT 19 Y
 GH0982  PID         -  GH0982
 GH0982  STATE/COUNTY-  OK/PAYNE
 GH0982  COUNTRY     -  US
 GH0982  USGS QUAD   -  RIPLEY (2018)
 GH0982
 GH0982                         *CURRENT SURVEY CONTROL
 GH0982  ______________________________________________________________________
 GH0982* NAD 83(1993) POSITION- 36 06 58.84682(N) 096 59 52.98800(W)   ADJUSTED
 GH0982* NAVD 88 ORTHO HEIGHT -   282.75  (+/-2cm)      927.7   (feet) VERTCON3
 GH0982  ______________________________________________________________________
 GH0982  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GH0982  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GH0982  HORZ ORDER      -  SECOND
 GH0982  VERT ORDER      -  THIRD ? (See Below)
 GH0982
 GH0982.The horizontal coordinates were established by classical geodetic methods
 GH0982.and adjusted by the National Geodetic Survey in November 1994.
 GH0982
 GH0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0982
 GH0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0982.GEOID18 height accuracy estimate available here.
 GH0982
 GH0982.The vertical order pertains to the NGVD 29 superseded value.
 GH0982
 GH0982.Click photographs - Photos may exist for this station.
 GH0982
 GH0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0982
 GH0982. The following values were computed from the NAD 83(1993) position.
 GH0982
 GH0982;                    North         East     Units Scale Factor Converg.
 GH0982;SPC OK N     -   124,327.134   690,199.935   MT  0.99994580   +0 35 28.7
 GH0982;SPC OK N     -   407,896.61  2,264,430.95   sFT  0.99994580   +0 35 28.7
 GH0982;UTM  14      - 3,998,708.889   680,176.681   MT  1.00000001   +1 10 49.1
 GH0982
 GH0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0982!SPC OK N     -   0.99996005  x   0.99994580  =   0.99990586
 GH0982!UTM  14      -   0.99996005  x   1.00000001  =   0.99996006
 GH0982
 GH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE8017698708(NAD 83)
 GH0982
 GH0982                          SUPERSEDED SURVEY CONTROL
 GH0982
 GH0982  NAD 83(1986)-  36 06 58.85748(N)    096 59 52.97206(W) AD(       ) 2
 GH0982  NAD 27      -  36 06 58.66800(N)    096 59 51.85500(W) AD(       ) 2
 GH0982  NGVD 29             282.64   (m)          927.3    (f) LEVELING    3  
 GH0982
 GH0982.Superseded values are not recommended for survey control.
 GH0982
 GH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0982.See file dsdata.pdf to determine how the superseded data were derived.
 GH0982
 GH0982_MARKER: DD = SURVEY DISK
 GH0982_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0982_STAMPING: SS TT 19Y
 GH0982_MARK LOGO: CGS+SS
 GH0982_PROJECTION: PROJECTING 8 CENTIMETERS
 GH0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0982
 GH0982  HISTORY     - Date     Condition        Report By
 GH0982  HISTORY     - 1934     MONUMENTED       OKGS
 GH0982  HISTORY     - 1938     GOOD             OKGS
 GH0982
 GH0982                          STATION DESCRIPTION
 GH0982
 GH0982'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1938
 GH0982'THE U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION
 GH0982'WAS USED AS A REFERENCE MARK.  IT IS A COPPER DISK SET IN
 GH0982'A CONCRETE POST, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND AND
 GH0982'STAMPED SS TT 19Y.
 GH0982'
 GH0982'STATION IS LOCATED ABOUT 3.5 MILES EAST OF STILLWATER IN THE
 GH0982'NORTHEAST CORNER OF ROAD INTERSECTION, NORTH OF THE
 GH0982'CENTER LINE OF STATE HIGHWAY 51 AND SOUTHEAST OF
 GH0982'THE SOUTHEAST CORNER OF A METAL GRANARY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0851 ***********************************************************************
 FJ0851  DESIGNATION -  TT 2 EV
 FJ0851  PID         -  FJ0851
 FJ0851  STATE/COUNTY-  OK/LINCOLN
 FJ0851  COUNTRY     -  US
 FJ0851  USGS QUAD   -  HORSESHOE LAKE (2018)
 FJ0851
 FJ0851                         *CURRENT SURVEY CONTROL
 FJ0851  ______________________________________________________________________
 FJ0851* NAD 83(1993) POSITION- 35 31 35.86851(N) 097 07 55.45744(W)   ADJUSTED
 FJ0851* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 FJ0851  ______________________________________________________________________
 FJ0851  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 FJ0851  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 FJ0851  HORZ ORDER      -  SECOND
 FJ0851
 FJ0851.The horizontal coordinates were established by classical geodetic methods
 FJ0851.and adjusted by the National Geodetic Survey in November 1994.
 FJ0851
 FJ0851.The orthometric height was scaled from a topographic map.
 FJ0851
 FJ0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0851.GEOID18 height accuracy estimate available here.
 FJ0851
 FJ0851.Click photographs - Photos may exist for this station.
 FJ0851
 FJ0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0851
 FJ0851. The following values were computed from the NAD 83(1993) position.
 FJ0851
 FJ0851;                    North         East     Units Scale Factor Converg.
 FJ0851;SPC OK N     -    58,783.292   678,720.167   MT  1.00000751   +0 30 43.9
 FJ0851;SPC OK N     -   192,858.18  2,226,767.75   sFT  1.00000751   +0 30 43.9
 FJ0851;SPC OK S     -   243,641.420   678,725.254   MT  1.00007113   +0 29 33.5
 FJ0851;SPC OK S     -   799,346.89  2,226,784.44   sFT  1.00007113   +0 29 33.5
 FJ0851;UTM  14      - 3,933,051.431   669,362.119   MT  0.99995348   +1 05 08.4
 FJ0851
 FJ0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0851!SPC OK N     -   0.99994573  x   1.00000751  =   0.99995324
 FJ0851!SPC OK S     -   0.99994573  x   1.00007113  =   1.00001686
 FJ0851!UTM  14      -   0.99994573  x   0.99995348  =   0.99989921
 FJ0851
 FJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE6936233051(NAD 83)
 FJ0851
 FJ0851                          SUPERSEDED SURVEY CONTROL
 FJ0851
 FJ0851  NAD 83(1986)-  35 31 35.87485(N)    097 07 55.43937(W) AD(       ) 2
 FJ0851  NAD 27      -  35 31 35.64640(N)    097 07 54.33166(W) AD(       ) 2
 FJ0851
 FJ0851.Superseded values are not recommended for survey control.
 FJ0851
 FJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0851.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0851
 FJ0851_MARKER: DB = BENCH MARK DISK
 FJ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0851_STAMPING: TT 2 EV 1955
 FJ0851_MARK LOGO: USGS
 FJ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0851+STABILITY: SURFACE MOTION
 FJ0851
 FJ0851  HISTORY     - Date     Condition        Report By
 FJ0851  HISTORY     - 1955     MONUMENTED       USGS
 FJ0851
 FJ0851                          STATION DESCRIPTION
 FJ0851
 FJ0851'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (NET)
 FJ0851'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF
 FJ0851'MC LOUD, 3 MILES NORTHEAST OF HARRAH IN THE SOUTHEAST 1/4
 FJ0851'OF SECTION 7, T 12 N, R 2 E, ON PROPERTY OWNED BY MRS. C.P.
 FJ0851'CARPENTER.
 FJ0851'
 FJ0851'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 FJ0851'THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 FJ0851'27.730 METERS SOUTHWEST OF TRIANGULATION STATION KICKAPOO
 FJ0851'FROM WHICH A TRAVERSE CONNECTION WAS MADE.
 FJ0851'
 FJ0851'THE DISK IS STAMPED TT 2 EV 1955.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0702 ***********************************************************************
 EM0702  DESIGNATION -  TT 25 A 27
 EM0702  PID         -  EM0702
 EM0702  STATE/COUNTY-  OK/JEFFERSON
 EM0702  COUNTRY     -  US
 EM0702  USGS QUAD   -  WAURIKA WEST (2019)
 EM0702
 EM0702                         *CURRENT SURVEY CONTROL
 EM0702  ______________________________________________________________________
 EM0702* NAD 83(1993) POSITION- 34 14 32.18039(N) 098 07 18.49263(W)   ADJUSTED
 EM0702* NAVD 88 ORTHO HEIGHT -   316.03  (+/-2cm)     1036.8   (feet) VERTCON3
 EM0702  ______________________________________________________________________
 EM0702  GEOID HEIGHT    -        -25.460 (meters)                     GEOID18
 EM0702  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 EM0702  HORZ ORDER      -  SECOND
 EM0702  VERT ORDER      -  THIRD ? (See Below)
 EM0702
 EM0702.The horizontal coordinates were established by classical geodetic methods
 EM0702.and adjusted by the National Geodetic Survey in November 1994.
 EM0702
 EM0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0702
 EM0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0702.GEOID18 height accuracy estimate available here.
 EM0702
 EM0702.The vertical order pertains to the NGVD 29 superseded value.
 EM0702
 EM0702.Click photographs - Photos may exist for this station.
 EM0702
 EM0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0702
 EM0702. The following values were computed from the NAD 83(1993) position.
 EM0702
 EM0702;                    North         East     Units Scale Factor Converg.
 EM0702;SPC OK S     -   100,829.230   588,779.779   MT  0.99995364   -0 04 08.9
 EM0702;SPC OK S     -   330,803.90  1,931,688.32   sFT  0.99995364   -0 04 08.9
 EM0702;SPC TXNC     - 2,285,694.916   634,843.106   MT  1.00008853   +0 12 22.6
 EM0702;SPC TXNC     - 7,498,984.07  2,082,814.42   sFT  1.00008853   +0 12 22.6
 EM0702;UTM  14      - 3,789,367.936   580,869.748   MT  0.99968061   +0 29 39.1
 EM0702
 EM0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0702!SPC OK S     -   0.99995439  x   0.99995364  =   0.99990803
 EM0702!SPC TXNC     -   0.99995439  x   1.00008853  =   1.00004291
 EM0702!UTM  14      -   0.99995439  x   0.99968061  =   0.99963501
 EM0702
 EM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8086989367(NAD 83)
 EM0702
 EM0702                          SUPERSEDED SURVEY CONTROL
 EM0702
 EM0702  NAD 83(1986)-  34 14 32.18384(N)    098 07 18.47923(W) AD(       ) 2
 EM0702  NAD 27      -  34 14 31.86000(N)    098 07 17.33200(W) AD(       ) 2
 EM0702  NGVD 29             315.95   (m)         1036.6    (f) LEVELING    3  
 EM0702
 EM0702.Superseded values are not recommended for survey control.
 EM0702
 EM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0702.See file dsdata.pdf to determine how the superseded data were derived.
 EM0702
 EM0702_MARKER: DD = SURVEY DISK
 EM0702_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0702_STAMPING: TT 25A27 1934
 EM0702_MARK LOGO: CGS+SS
 EM0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0702
 EM0702  HISTORY     - Date     Condition        Report By
 EM0702  HISTORY     - 1934     MONUMENTED       OKGS
 EM0702  HISTORY     - 1948     GOOD             CGS
 EM0702
 EM0702                          STATION DESCRIPTION
 EM0702
 EM0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EM0702'SEE STATION JEFF
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1028 ***********************************************************************
 FJ1028  DESIGNATION -  TT 25 C
 FJ1028  PID         -  FJ1028
 FJ1028  STATE/COUNTY-  OK/MCCLAIN
 FJ1028  COUNTRY     -  US
 FJ1028  USGS QUAD   -  NEWCASTLE (2018)
 FJ1028
 FJ1028                         *CURRENT SURVEY CONTROL
 FJ1028  ______________________________________________________________________
 FJ1028* NAD 83(1993) POSITION- 35 07 52.46425(N) 097 30 43.90909(W)   ADJUSTED
 FJ1028* NAVD 88 ORTHO HEIGHT -   394.91  (+/-2cm)     1295.6   (feet) VERTCON3
 FJ1028  ______________________________________________________________________
 FJ1028  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 FJ1028  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 FJ1028  HORZ ORDER      -  SECOND
 FJ1028  VERT ORDER      -  THIRD ? (See Below)
 FJ1028
 FJ1028.The horizontal coordinates were established by classical geodetic methods
 FJ1028.and adjusted by the National Geodetic Survey in November 1994.
 FJ1028
 FJ1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1028
 FJ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1028.GEOID18 height accuracy estimate available here.
 FJ1028
 FJ1028.The vertical order pertains to the NGVD 29 superseded value.
 FJ1028
 FJ1028.Click photographs - Photos may exist for this station.
 FJ1028
 FJ1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1028
 FJ1028. The following values were computed from the NAD 83(1993) position.
 FJ1028
 FJ1028;                    North         East     Units Scale Factor Converg.
 FJ1028;SPC OK S     -   199,542.221   644,458.429   MT  0.99998142   +0 16 36.8
 FJ1028;SPC OK S     -   654,664.77  2,114,360.70   sFT  0.99998142   +0 16 36.8
 FJ1028;UTM  14      - 3,888,610.147   635,552.552   MT  0.99982645   +0 51 22.6
 FJ1028
 FJ1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1028!SPC OK S     -   0.99994215  x   0.99998142  =   0.99992358
 FJ1028!UTM  14      -   0.99994215  x   0.99982645  =   0.99976861
 FJ1028
 FJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3555288610(NAD 83)
 FJ1028
 FJ1028                          SUPERSEDED SURVEY CONTROL
 FJ1028
 FJ1028  NAD 83(1986)-  35 07 52.46996(N)    097 30 43.89328(W) AD(       ) 2
 FJ1028  NAD 27      -  35 07 52.22480(N)    097 30 42.77171(W) AD(       ) 2
 FJ1028  NGVD 29             394.81   (m)         1295.3    (f) LEVELING    3  
 FJ1028
 FJ1028.Superseded values are not recommended for survey control.
 FJ1028
 FJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1028.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1028
 FJ1028_MARKER: DB = BENCH MARK DISK
 FJ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1028_STAMPING: 1298 TT 25 C 1933
 FJ1028_MARK LOGO: USGS
 FJ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1028+STABILITY: SURFACE MOTION
 FJ1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1028+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2014
 FJ1028
 FJ1028  HISTORY     - Date     Condition        Report By
 FJ1028  HISTORY     - 1933     MONUMENTED       USGS
 FJ1028  HISTORY     - 1957     GOOD             CGS
 FJ1028  HISTORY     - 20140226 GOOD             INDIV
 FJ1028
 FJ1028                          STATION DESCRIPTION
 FJ1028
 FJ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1028'STATION IS ABOUT 5 MILES SOUTH AND 2 MILES WEST OF NORMAN,
 FJ1028'IN THE NORTHEAST 1/4 OF SECTION 33, T 8 N, R 3 W.
 FJ1028'
 FJ1028'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 FJ1028'1298 TT 25 C 1933, SET IN THE TOP OF A 8-INCH, SQUARE, CONCRETE POST
 FJ1028'PROJECTING 3 INCHES.  IT IS 106 FEET SOUTH OF THE CENTER
 FJ1028'OF AN EAST-WEST ROAD, 72 FEET WEST OF THE SOUTHWEST CORNER
 FJ1028'OF A HOUSE, 60 FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE CORNER,
 FJ1028'21 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD AND 4 FEET
 FJ1028'EAST OF A ROAD RIGHT-OF-WAY FENCE.  A TRAVERSE CONNECTION
 FJ1028'WAS MADE TO THIS MARK FROM TRIANGULATION STATION GOLDSBY.
 FJ1028'THE DISTANCE = 35.067 M. (115.04 FT.)
 FJ1028
 FJ1028                          STATION RECOVERY (2014)
 FJ1028
 FJ1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JF)
 FJ1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0851 ***********************************************************************
 EM0851  DESIGNATION -  TT 25 C 18
 EM0851  PID         -  EM0851
 EM0851  STATE/COUNTY-  OK/TILLMAN
 EM0851  COUNTRY     -  US
 EM0851  USGS QUAD   -  MANITOU (2018)
 EM0851
 EM0851                         *CURRENT SURVEY CONTROL
 EM0851  ______________________________________________________________________
 EM0851* NAD 83(1993) POSITION- 34 30 27.06627(N) 098 55 35.96689(W)   ADJUSTED
 EM0851* NAVD 88 ORTHO HEIGHT -   388.40  (+/-2cm)     1274.3   (feet) VERTCON3
 EM0851  ______________________________________________________________________
 EM0851  GEOID HEIGHT    -        -26.517 (meters)                     GEOID18
 EM0851  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 EM0851  HORZ ORDER      -  SECOND
 EM0851  VERT ORDER      -  THIRD ? (See Below)
 EM0851
 EM0851.The horizontal coordinates were established by classical geodetic methods
 EM0851.and adjusted by the National Geodetic Survey in November 1994.
 EM0851
 EM0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0851
 EM0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0851.GEOID18 height accuracy estimate available here.
 EM0851
 EM0851.The vertical order pertains to the NGVD 29 superseded value.
 EM0851
 EM0851.Click photographs - Photos may exist for this station.
 EM0851
 EM0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0851
 EM0851. The following values were computed from the NAD 83(1993) position.
 EM0851
 EM0851;                    North         East     Units Scale Factor Converg.
 EM0851;SPC OK S     -   130,634.899   514,910.007   MT  0.99993683   -0 31 33.6
 EM0851;SPC OK S     -   428,591.33  1,689,333.91   sFT  0.99993683   -0 31 33.6
 EM0851;UTM  14      - 3,818,433.384   506,732.478   MT  0.99960056   +0 02 29.6
 EM0851
 EM0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0851!SPC OK S     -   0.99994320  x   0.99993683  =   0.99988003
 EM0851!UTM  14      -   0.99994320  x   0.99960056  =   0.99954378
 EM0851
 EM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0673218433(NAD 83)
 EM0851
 EM0851                          SUPERSEDED SURVEY CONTROL
 EM0851
 EM0851  NAD 83(1986)-  34 30 27.07263(N)    098 55 35.95474(W) AD(       ) 2
 EM0851  NAD 27      -  34 30 26.79140(N)    098 55 34.68270(W) AD(       ) 2
 EM0851  NGVD 29             388.28   (m)         1273.9    (f) LEVELING    3  
 EM0851
 EM0851.Superseded values are not recommended for survey control.
 EM0851
 EM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0851.See file dsdata.pdf to determine how the superseded data were derived.
 EM0851
 EM0851_MARKER: DD = SURVEY DISK
 EM0851_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0851_STAMPING: 25 C 18 TT 1936
 EM0851_MARK LOGO: OKCC
 EM0851_PROJECTION: PROJECTING 5 CENTIMETERS
 EM0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0851
 EM0851  HISTORY     - Date     Condition        Report By
 EM0851  HISTORY     - 1936     MONUMENTED       OKCC
 EM0851  HISTORY     - 1948     GOOD             OKGS
 EM0851
 EM0851                          STATION DESCRIPTION
 EM0851
 EM0851'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1948
 EM0851'SEE STATION MAN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0834 ***********************************************************************
 EM0834  DESIGNATION -  TT 25 C 28
 EM0834  PID         -  EM0834
 EM0834  STATE/COUNTY-  OK/TILLMAN
 EM0834  COUNTRY     -  US
 EM0834  USGS QUAD   -  POST OAK CREEK (2018)
 EM0834
 EM0834                         *CURRENT SURVEY CONTROL
 EM0834  ______________________________________________________________________
 EM0834* NAD 83(1993) POSITION- 34 30 26.67585(N) 098 42 33.34626(W)   ADJUSTED
 EM0834* NAVD 88 ORTHO HEIGHT -   378.72  (+/-2cm)     1242.5   (feet) VERTCON3
 EM0834  ______________________________________________________________________
 EM0834  GEOID HEIGHT    -        -26.094 (meters)                     GEOID18
 EM0834  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 EM0834  HORZ ORDER      -  SECOND
 EM0834  VERT ORDER      -  THIRD ? (See Below)
 EM0834
 EM0834.The horizontal coordinates were established by classical geodetic methods
 EM0834.and adjusted by the National Geodetic Survey in November 1994.
 EM0834
 EM0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0834
 EM0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0834.GEOID18 height accuracy estimate available here.
 EM0834
 EM0834.The vertical order pertains to the NGVD 29 superseded value.
 EM0834
 EM0834.Click photographs - Photos may exist for this station.
 EM0834
 EM0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0834
 EM0834. The following values were computed from the NAD 83(1993) position.
 EM0834
 EM0834;                    North         East     Units Scale Factor Converg.
 EM0834;SPC OK S     -   130,461.109   534,871.727   MT  0.99993684   -0 24 09.3
 EM0834;SPC OK S     -   428,021.16  1,754,824.99   sFT  0.99993684   -0 24 09.3
 EM0834;UTM  14      - 3,818,457.278   526,688.294   MT  0.99960878   +0 09 52.9
 EM0834
 EM0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0834!SPC OK S     -   0.99994465  x   0.99993684  =   0.99988149
 EM0834!UTM  14      -   0.99994465  x   0.99960878  =   0.99955345
 EM0834
 EM0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2668818457(NAD 83)
 EM0834
 EM0834                          SUPERSEDED SURVEY CONTROL
 EM0834
 EM0834  NAD 83(1986)-  34 30 26.68427(N)    098 42 33.32810(W) AD(       ) 2
 EM0834  NAD 27      -  34 30 26.40200(N)    098 42 32.08100(W) AD(       ) 2
 EM0834  NGVD 29             378.60   (m)         1242.1    (f) LEVELING    3  
 EM0834
 EM0834.Superseded values are not recommended for survey control.
 EM0834
 EM0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0834.See file dsdata.pdf to determine how the superseded data were derived.
 EM0834
 EM0834_MARKER: DD = SURVEY DISK
 EM0834_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0834_STAMPING: 25 C 28 77 1936
 EM0834_MARK LOGO: OKCC
 EM0834_PROJECTION: PROJECTING 13 CENTIMETERS
 EM0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0834
 EM0834  HISTORY     - Date     Condition        Report By
 EM0834  HISTORY     - 1936     MONUMENTED       OKCC
 EM0834  HISTORY     - 1948     GOOD             OKGS
 EM0834
 EM0834                          STATION DESCRIPTION
 EM0834
 EM0834'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1948
 EM0834'SEE STATION TILLMAN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0864 ***********************************************************************
 EM0864  DESIGNATION -  TT 25 D 27
 EM0864  PID         -  EM0864
 EM0864  STATE/COUNTY-  OK/KIOWA
 EM0864  COUNTRY     -  US
 EM0864  USGS QUAD   -  ROOSEVELT (2018)
 EM0864
 EM0864                         *CURRENT SURVEY CONTROL
 EM0864  ______________________________________________________________________
 EM0864* NAD 83(1993) POSITION- 34 51 21.79166(N) 099 03 02.95875(W)   ADJUSTED
 EM0864* NAVD 88 ORTHO HEIGHT -   453.64  (+/-2cm)     1488.3   (feet) VERTCON3
 EM0864  ______________________________________________________________________
 EM0864  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 EM0864  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 EM0864  HORZ ORDER      -  SECOND
 EM0864  VERT ORDER      -  THIRD ? (See Below)
 EM0864
 EM0864.The horizontal coordinates were established by classical geodetic methods
 EM0864.and adjusted by the National Geodetic Survey in November 1994.
 EM0864
 EM0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0864
 EM0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0864.GEOID18 height accuracy estimate available here.
 EM0864
 EM0864.The vertical order pertains to the NGVD 29 superseded value.
 EM0864
 EM0864.Click photographs - Photos may exist for this station.
 EM0864
 EM0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0864
 EM0864. The following values were computed from the NAD 83(1993) position.
 EM0864
 EM0864;                    North         East     Units Scale Factor Converg.
 EM0864;SPC OK S     -   169,406.750   503,911.519   MT  0.99994716   -0 35 47.3
 EM0864;SPC OK S     -   555,795.31  1,653,249.71   sFT  0.99994716   -0 35 47.3
 EM0864;UTM  14      - 3,857,081.283   495,354.313   MT  0.99960027   -0 01 44.6
 EM0864
 EM0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0864!SPC OK S     -   0.99993281  x   0.99994716  =   0.99987997
 EM0864!UTM  14      -   0.99993281  x   0.99960027  =   0.99953311
 EM0864
 EM0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9535457081(NAD 83)
 EM0864
 EM0864                          SUPERSEDED SURVEY CONTROL
 EM0864
 EM0864  NAD 83(1986)-  34 51 21.79981(N)    099 03 02.95332(W) AD(       ) 2
 EM0864  NAD 27      -  34 51 21.58100(N)    099 03 01.67600(W) AD(       ) 2
 EM0864  NGVD 29             453.49   (m)         1487.8    (f) LEVELING    3  
 EM0864
 EM0864.Superseded values are not recommended for survey control.
 EM0864
 EM0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0864.See file dsdata.pdf to determine how the superseded data were derived.
 EM0864
 EM0864_MARKER: DD = SURVEY DISK
 EM0864_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0864_STAMPING: 25 D 27 TT 1934
 EM0864_MARK LOGO: CGS+SS
 EM0864_PROJECTION: PROJECTING 8 CENTIMETERS
 EM0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0864
 EM0864  HISTORY     - Date     Condition        Report By
 EM0864  HISTORY     - 1934     MONUMENTED       OKGS
 EM0864  HISTORY     - 1948     GOOD             OKGS
 EM0864
 EM0864                          STATION DESCRIPTION
 EM0864
 EM0864'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1948
 EM0864'SEE STATION ROOSEVELT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0921 ***********************************************************************
 EM0921  DESIGNATION -  TT 25 D 3
 EM0921  PID         -  EM0921
 EM0921  STATE/COUNTY-  OK/TILLMAN
 EM0921  COUNTRY     -  US
 EM0921  USGS QUAD   -  FREDERICK (2018)
 EM0921
 EM0921                         *CURRENT SURVEY CONTROL
 EM0921  ______________________________________________________________________
 EM0921* NAD 83(1993) POSITION- 34 26 58.63420(N) 099 00 09.43406(W)   ADJUSTED
 EM0921* NAVD 88 ORTHO HEIGHT -   393.85  (+/-2cm)     1292.2   (feet) VERTCON3
 EM0921  ______________________________________________________________________
 EM0921  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 EM0921  LAPLACE CORR    -          4.08  (seconds)                    DEFLEC18
 EM0921  HORZ ORDER      -  SECOND
 EM0921  VERT ORDER      -  THIRD ? (See Below)
 EM0921
 EM0921.The horizontal coordinates were established by classical geodetic methods
 EM0921.and adjusted by the National Geodetic Survey in November 1994.
 EM0921
 EM0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0921
 EM0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0921.GEOID18 height accuracy estimate available here.
 EM0921
 EM0921.The vertical order pertains to the NGVD 29 superseded value.
 EM0921
 EM0921.Click photographs - Photos may exist for this station.
 EM0921
 EM0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0921
 EM0921. The following values were computed from the NAD 83(1993) position.
 EM0921
 EM0921;                    North         East     Units Scale Factor Converg.
 EM0921;SPC OK S     -   124,279.612   507,871.153   MT  0.99993869   -0 34 08.8
 EM0921;SPC OK S     -   407,740.69  1,666,240.61   sFT  0.99993869   -0 34 08.8
 EM0921;UTM  14      - 3,812,010.851   499,759.278   MT  0.99960000   -0 00 05.3
 EM0921
 EM0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0921!SPC OK S     -   0.99994244  x   0.99993869  =   0.99988113
 EM0921!UTM  14      -   0.99994244  x   0.99960000  =   0.99954246
 EM0921
 EM0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9975912010(NAD 83)
 EM0921
 EM0921                          SUPERSEDED SURVEY CONTROL
 EM0921
 EM0921  NAD 83(1986)-  34 26 58.63982(N)    099 00 09.42237(W) AD(       ) 2
 EM0921  NAD 27      -  34 26 58.35840(N)    099 00 08.14800(W) AD(       ) 2
 EM0921  NGVD 29             393.71   (m)         1291.7    (f) LEVELING    3  
 EM0921
 EM0921.Superseded values are not recommended for survey control.
 EM0921
 EM0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0921.See file dsdata.pdf to determine how the superseded data were derived.
 EM0921
 EM0921_MARKER: DD = SURVEY DISK
 EM0921_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0921_STAMPING: TT 25 D 3
 EM0921_MARK LOGO: CGS+SS
 EM0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0921
 EM0921  HISTORY     - Date     Condition        Report By
 EM0921  HISTORY     - 1934     MONUMENTED       OKGS
 EM0921  HISTORY     - 1961     GOOD             CGS
 EM0921
 EM0921                          STATION DESCRIPTION
 EM0921
 EM0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0921'SEE STATION ERICK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0914 ***********************************************************************
 EM0914  DESIGNATION -  TT 25 E 12
 EM0914  PID         -  EM0914
 EM0914  STATE/COUNTY-  OK/GREER
 EM0914  COUNTRY     -  US
 EM0914  USGS QUAD   -  BLAIR (2018)
 EM0914
 EM0914                         *CURRENT SURVEY CONTROL
 EM0914  ______________________________________________________________________
 EM0914* NAD 83(1993) POSITION- 34 50 49.33641(N) 099 20 01.25298(W)   ADJUSTED
 EM0914* NAVD 88 ORTHO HEIGHT -   464.52  (+/-2cm)     1524.0   (feet) VERTCON3
 EM0914  ______________________________________________________________________
 EM0914  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 EM0914  LAPLACE CORR    -          6.50  (seconds)                    DEFLEC18
 EM0914  HORZ ORDER      -  THIRD
 EM0914  VERT ORDER      -  THIRD ? (See Below)
 EM0914
 EM0914.The horizontal coordinates were established by classical geodetic methods
 EM0914.and adjusted by the National Geodetic Survey in November 1994.
 EM0914
 EM0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0914
 EM0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0914.GEOID18 height accuracy estimate available here.
 EM0914
 EM0914.The vertical order pertains to the NGVD 29 superseded value.
 EM0914
 EM0914.Click photographs - Photos may exist for this station.
 EM0914
 EM0914.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0914
 EM0914. The following values were computed from the NAD 83(1993) position.
 EM0914
 EM0914;                    North         East     Units Scale Factor Converg.
 EM0914;SPC OK S     -   168,712.247   478,034.620   MT  0.99994643   -0 45 25.3
 EM0914;SPC OK S     -   553,516.76  1,568,351.92   sFT  0.99994643   -0 45 25.3
 EM0914;UTM  14      - 3,856,131.119   469,494.407   MT  0.99961147   -0 11 26.4
 EM0914
 EM0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0914!SPC OK S     -   0.99993118  x   0.99994643  =   0.99987761
 EM0914!UTM  14      -   0.99993118  x   0.99961147  =   0.99954267
 EM0914
 EM0914:                Primary Azimuth Mark                     Grid Az
 EM0914:SPC OK S     -  TT 25 E 12 AZ MK                         181 08 37.3
 EM0914:UTM  14      -  TT 25 E 12 AZ MK                         180 34 38.4
 EM0914
 EM0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6949456131(NAD 83)
 EM0914
 EM0914|---------------------------------------------------------------------|
 EM0914| PID    Reference Object                     Distance      Geod. Az  |
 EM0914|                                                           dddmmss.s |
 EM0914| CX8859 TT 25 E 12 RM 2                      15.355 METERS 00307     |
 EM0914| CX8857 TT 25 E 12 AZ MK                                   1802312.0 |
 EM0914| EM0913 BLAIR MUNICIPAL TANK                APPROX. 7.3 KM 1815844.2 |
 EM0914| CX8858 TT 25 E 12 RM 1                      13.419 METERS 18232     |
 EM0914|---------------------------------------------------------------------|
 EM0914
 EM0914                          SUPERSEDED SURVEY CONTROL
 EM0914
 EM0914  NAD 83(1986)-  34 50 49.34278(N)    099 20 01.24694(W) AD(       ) 3
 EM0914  NAD 27      -  34 50 49.12500(N)    099 19 59.94400(W) AD(       ) 3
 EM0914  NGVD 29             464.35   (m)         1523.5    (f) LEVELING    3  
 EM0914
 EM0914.Superseded values are not recommended for survey control.
 EM0914
 EM0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0914.See file dsdata.pdf to determine how the superseded data were derived.
 EM0914
 EM0914_MARKER: DD = SURVEY DISK
 EM0914_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0914_STAMPING: 25 E 12 TT 1936
 EM0914_MARK LOGO: OKCC
 EM0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0914
 EM0914  HISTORY     - Date     Condition        Report By
 EM0914  HISTORY     - 1936     MONUMENTED       OKCC
 EM0914  HISTORY     - 1948     GOOD             CGS
 EM0914  HISTORY     - 1963     GOOD             CGS
 EM0914
 EM0914                          STATION DESCRIPTION
 EM0914
 EM0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0914'STATION IS LOCATED 4.5 MILES NORTH OF BLAIR ALONG THE SANTA FE
 EM0914'RAILROAD RIGHT-OF-WAY.  THE MARK, STAMPED 25 E 12 TT 1936,
 EM0914'IS A STANDARD CONSERVATION COMMISSION OF OKLAHOMA STATE SURVEY
 EM0914'DISC, SET IN THE TOP OF A 7 BY 7 INCH CONCRETE POST THAT
 EM0914'PROJECTS 12 INCHES.  THE MARK IS 150 FEET WEST OF U.S. HIGHWAY
 EM0914'NO. 283, 40 FEET WEST OF THE SANTA FE RAILROAD TRACKS AND
 EM0914'9 FEET EAST OF A NORTH-SOUTH FENCE.
 EM0914'
 EM0914'REFERENCE MARK NO. 1, STAMPED TT 25 E 12 NO 1 1948, IS 40
 EM0914'FEET WEST OF THE SANTA FE RAILROAD TRACKS, 9 FEET EAST OF
 EM0914'NORTH-SOUTH FENCE AND PROJECTS 6 INCHES.
 EM0914'
 EM0914'REFERENCE MARK NO. 2, STAMPED TT 25 E 12 NO 2 1948, IS 39
 EM0914'FEET WEST OF THE SANTA FE RAILROAD TRACKS, 10 FEET EAST OF A
 EM0914'NORTH-SOUTH FENCE, 18 FEET SOUTH OF A TELEPHONE POLE AND
 EM0914'PROJECTS 4 INCHES.
 EM0914'
 EM0914'THE AZIMUTH MARK, STAMPED TT 25 E 12 1948 IS 65 FEET WEST OF
 EM0914'THE CENTER OF U.S. HIGHWAY NO. 283, 30 FEET EAST OF THE SANTA
 EM0914'FE RAILROAD TRACKS, 25 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 EM0914'DIRT ROAD, 1.5 FEET WEST OF A POWERLINE POLE AND IS SET FLUSH
 EM0914'WITH THE GROUND.
 EM0914'
 EM0914'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BLAIR,
 EM0914'GO NORTH ON U.S. HIGHWAY NO. 283 FOR 4.15 MILES TO A CROSSROAD
 EM0914'AND AZIMUTH MARK IN SOUTHWEST ANGLE OF INTERSECTION NEAR
 EM0914'POWERLINE POLE.  CONTINUE NORTH ON U.S. HIGHWAY 283 FOR 0.5
 EM0914'MILE TO STATION MARK ON THE LEFT, WEST SIDE OF ROAD ALONG
 EM0914'FENCE LINE.
 EM0914'
 EM0914'A 4 FOOT SIGNAL AT STATION BLAIR IS VISIBLE AT 4 FEET.
 EM0914'
 EM0914'A 100 FOOT SIGNAL AT STATION MANGUM IS VISIBLE AT 4 FEET.
 EM0914
 EM0914                          STATION RECOVERY (1963)
 EM0914
 EM0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0914'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND
 EM0914'IN GOOD CONDITION.  IT IS IN THE SW 1/4 OF SEC. 5, T. 4 N.,
 EM0914'R. 20 W.
 EM0914'
 EM0914'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 19 AND U.S. HIGHWAY
 EM0914'283 IN BLAIR, GO NORTH ON HIGHWAY 283 FOR 4.0 MILES TO CROSSROAD
 EM0914'AND AZIMUTH MARK IN THE SOUTHWEST ANGLE AS DESCRIBED IN 1948.
 EM0914'CONTINUE NORTH ON HIGHWAY FOR 0.35 MILE TO TOP OF GRADE AND
 EM0914'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0769 ***********************************************************************
 EM0769  DESIGNATION -  TT 26 D 5
 EM0769  PID         -  EM0769
 EM0769  STATE/COUNTY-  OK/TILLMAN
 EM0769  COUNTRY     -  US
 EM0769  USGS QUAD   -  AUGAR CREEK (2018)
 EM0769
 EM0769                         *CURRENT SURVEY CONTROL
 EM0769  ______________________________________________________________________
 EM0769* NAD 83(1993) POSITION- 34 13 56.66049(N) 098 46 07.08344(W)   ADJUSTED
 EM0769* NAVD 88 ORTHO HEIGHT -   346.10  (+/-2cm)     1135.5   (feet) VERTCON3
 EM0769  ______________________________________________________________________
 EM0769  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 EM0769  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC18
 EM0769  HORZ ORDER      -  THIRD
 EM0769  VERT ORDER      -  THIRD ? (See Below)
 EM0769
 EM0769.The horizontal coordinates were established by classical geodetic methods
 EM0769.and adjusted by the National Geodetic Survey in November 1994.
 EM0769
 EM0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0769
 EM0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0769.GEOID18 height accuracy estimate available here.
 EM0769
 EM0769.The vertical order pertains to the NGVD 29 superseded value.
 EM0769
 EM0769.Click photographs - Photos may exist for this station.
 EM0769
 EM0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0769
 EM0769. The following values were computed from the NAD 83(1993) position.
 EM0769
 EM0769;                    North         East     Units Scale Factor Converg.
 EM0769;SPC OK S     -    99,997.645   529,187.750   MT  0.99995468   -0 26 10.6
 EM0769;SPC OK S     -   328,075.61  1,736,176.81   sFT  0.99995468   -0 26 10.6
 EM0769;SPC TXNC     - 2,284,569.276   575,247.995   MT  1.00008496   -0 08 47.4
 EM0769;SPC TXNC     - 7,495,291.03  1,887,292.80   sFT  1.00008496   -0 08 47.4
 EM0769;UTM  14      - 3,787,949.350   521,307.780   MT  0.99960560   +0 07 48.6
 EM0769
 EM0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0769!SPC OK S     -   0.99994997  x   0.99995468  =   0.99990465
 EM0769!SPC TXNC     -   0.99994997  x   1.00008496  =   1.00003493
 EM0769!UTM  14      -   0.99994997  x   0.99960560  =   0.99955559
 EM0769
 EM0769:                Primary Azimuth Mark                     Grid Az
 EM0769:SPC OK S     -  TT 26 D 5 AZ MK                          092 18 33.3
 EM0769:SPC TXNC     -  TT 26 D 5 AZ MK                          092 01 10.1
 EM0769:UTM  14      -  TT 26 D 5 AZ MK                          091 44 34.1
 EM0769
 EM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2130787949(NAD 83)
 EM0769
 EM0769|---------------------------------------------------------------------|
 EM0769| PID    Reference Object                     Distance      Geod. Az  |
 EM0769|                                                           dddmmss.s |
 EM0769| CX8861 TT 26 D 5 RM 1                       19.392 METERS 09056     |
 EM0769| CX8860 TT 26 D 5 AZ MK                                    0915222.7 |
 EM0769| EM0757 GRANDFIELD MUNICIPAL TANK           APPROX. 7.8 KM 0961733.1 |
 EM0769| CX8862 TT 26 D 5 RM 2                       21.430 METERS 17649     |
 EM0769|---------------------------------------------------------------------|
 EM0769
 EM0769                          SUPERSEDED SURVEY CONTROL
 EM0769
 EM0769  NAD 83(1986)-  34 13 56.66569(N)    098 46 07.06960(W) AD(       ) 3
 EM0769  NAD 27      -  34 13 56.34400(N)    098 46 05.83900(W) AD(       ) 3
 EM0769  NGVD 29             345.99   (m)         1135.1    (f) LEVELING    3  
 EM0769
 EM0769.Superseded values are not recommended for survey control.
 EM0769
 EM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0769.See file dsdata.pdf to determine how the superseded data were derived.
 EM0769
 EM0769_MARKER: DD = SURVEY DISK
 EM0769_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0769_STAMPING: TT 26 D5 1934
 EM0769_MARK LOGO: CGS+SS
 EM0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0769
 EM0769  HISTORY     - Date     Condition        Report By
 EM0769  HISTORY     - 1934     MONUMENTED       OKGS
 EM0769  HISTORY     - 1948     GOOD             CGS
 EM0769  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0769
 EM0769                          STATION DESCRIPTION
 EM0769
 EM0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0769'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF GRANDFIELD
 EM0769'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY NO 70 AND ABOUT
 EM0769'225 FEET SOUTH-SOUTHEAST OF THE C.B. REYNOLDS FARM HOUSE.
 EM0769'IT IS 33 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 70,
 EM0769'26 FEET EAST OF EAST END OF GATE INTO FARM YARD, 5 FEET
 EM0769'EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE ON
 EM0769'SOUTH SIDE OF GARDEN.  IT IS A U.S.C. AND G.S. AND STATE
 EM0769'TRAVERSE STATION MARK SET IN THE TOP OF A 6 INCH SQUARE
 EM0769'CONCRETE POST.  IT IS STAMPED 26D5TT 1934 AND PROJECTS 3
 EM0769'INCHES.
 EM0769'
 EM0769'REFERENCE MARK NO 1 IS EAST OF THE STATION, 33 FEET NORTH
 EM0769'OF THE CENTER OF U.S. HIGHWAY NO 70 AND 1 FOOT SOUTH OF FENCE
 EM0769'LINE.  IT IS STAMPED 26D5TT NO 1 1948 AND PROJECTS 2 INCHES.
 EM0769'
 EM0769'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 37 FEET SOUTH
 EM0769'OF THE CENTER OF U.S. HIGHWAY NO 70 AND 1 FOOT NORTH OF
 EM0769'FENCE LINE.  IT IS STAMPED 26D5TT NO 2 1948 AND PROJECTS 5 INCHES.
 EM0769'
 EM0769'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST-SOUTHEAST OF THE
 EM0769'STATION, 40 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO 70,
 EM0769'18 FEET WEST OF WEST END OF GATE INTO THE UNION SCHOOL YARD
 EM0769'AND 1 FOOT NORTH OF FENCE LINE.  IT IS STAMPED 26D5TT 1948
 EM0769'AND PROJECTS 3 INCHES.
 EM0769'
 EM0769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 70
 EM0769'AND STATE ROUTE NO 36 IN THE NORTHEAST EDGE OF GRANDFIELD, GO
 EM0769'WEST ON U.S. HIGHWAY NO 70 FOR 4.65 MILES TO THE UNION GRADE
 EM0769'SCHOOL HOUSE ON THE LEFT AND AZIMUTH MARK AS DESCRIBED,
 EM0769'CONTINUE WEST ON U.S. HIGHWAY 70 FOR 0.6 MILES TO THE C.B.
 EM0769'REYNOLDS MAIL BOX ON THE NORTH SIDE OF HIGHWAY AND STATION
 EM0769'JUST EAST OF ALONG FENCE LINE AS DESCRIBED.
 EM0769'
 EM0769'A 47 FOOT SIGNAL AT STATION LOVELAND IS VISIBLE AT 4 FEET.
 EM0769'
 EM0769'A 74 FOOT SIGNAL AT STATION GRANDFIELD ECC 1923 IS VISIBLE
 EM0769'FROM THE GROUND.
 EM0769'
 EM0769'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EM0769
 EM0769                          STATION RECOVERY (1963)
 EM0769
 EM0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0769'A THOROUGH SEARCH WAS MADE FOR MARKS AT THIS STATION AND NONE
 EM0769'FOUND.  U.S. HIGHWAY 70 HAS BEEN WIDENED AND A CURVE IN THE
 EM0769'NEW LOCATION OF THE HIGHWAY STARTED IN THE VICINITY OF THE
 EM0769'STATION.  FROM INFORMATION OBTAINED AT THE HOUSE OCCUPIED
 EM0769'BY MR. C.B. REYNOLDS IN 1948 THE MARKS WERE DUG OUT AND
 EM0769'THOUGHT TO HAVE BEEN RESET, IF THEY WERE RE-SET THE DATA
 EM0769'WAS NOT FURNISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1296 ***********************************************************************
 DM1296  DESIGNATION -  TT 26 ONA
 DM1296  PID         -  DM1296
 DM1296  STATE/COUNTY-  OK/MCCURTAIN
 DM1296  COUNTRY     -  US
 DM1296  USGS QUAD   -  DE KALB NW (2019)
 DM1296
 DM1296                         *CURRENT SURVEY CONTROL
 DM1296  ______________________________________________________________________
 DM1296* NAD 83(1993) POSITION- 33 42 46.32402(N) 094 41 39.10336(W)   ADJUSTED
 DM1296* NAVD 88 ORTHO HEIGHT -   104.    (meters)      341.    (feet) SCALED
 DM1296  ______________________________________________________________________
 DM1296  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 DM1296  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 DM1296  HORZ ORDER      -  SECOND
 DM1296
 DM1296.The horizontal coordinates were established by classical geodetic methods
 DM1296.and adjusted by the National Geodetic Survey in November 1994.
 DM1296
 DM1296.The orthometric height was scaled from a topographic map.
 DM1296
 DM1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1296.GEOID18 height accuracy estimate available here.
 DM1296
 DM1296.Click photographs - Photos may exist for this station.
 DM1296
 DM1296.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1296
 DM1296. The following values were computed from the NAD 83(1993) position.
 DM1296
 DM1296;                    North         East     Units Scale Factor Converg.
 DM1296;SPC OK S     -    47,117.719   906,390.535   MT  1.00005065   +1 52 35.1
 DM1296;SPC OK S     -   154,585.38  2,973,716.28   sFT  1.00005065   +1 52 35.1
 DM1296;SPC TXNC     - 2,233,298.175   952,678.375   MT  0.99993907   +2 04 32.4
 DM1296;SPC TXNC     - 7,327,079.10  3,125,578.97   sFT  0.99993907   +2 04 32.4
 DM1296;UTM  15      - 3,731,608.535   343,011.429   MT  0.99990383   -0 56 25.9
 DM1296
 DM1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1296!SPC OK S     -   0.99998794  x   1.00005065  =   1.00003859
 DM1296!SPC TXNC     -   0.99998794  x   0.99993907  =   0.99992701
 DM1296!UTM  15      -   0.99998794  x   0.99990383  =   0.99989177
 DM1296
 DM1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4301131608(NAD 83)
 DM1296
 DM1296                          SUPERSEDED SURVEY CONTROL
 DM1296
 DM1296  NAD 83(1986)-  33 42 46.33296(N)    094 41 39.09360(W) AD(       ) 2
 DM1296  NAD 27      -  33 42 45.94100(N)    094 41 38.34300(W) AD(       ) 2
 DM1296
 DM1296.Superseded values are not recommended for survey control.
 DM1296
 DM1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1296.See file dsdata.pdf to determine how the superseded data were derived.
 DM1296
 DM1296_MARKER: DD = SURVEY DISK
 DM1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1296_STAMPING: TT 26 ONA 1949
 DM1296_MARK LOGO: USGS
 DM1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1296+STABILITY: SURFACE MOTION
 DM1296
 DM1296  HISTORY     - Date     Condition        Report By
 DM1296  HISTORY     - 1949     MONUMENTED       USGS
 DM1296  HISTORY     - 1952     GOOD             CGS
 DM1296
 DM1296                          STATION DESCRIPTION
 DM1296
 DM1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1296'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HARRIS IN THE
 DM1296'NORTHWEST CORNER OF A SCHOOL YARD.  STATION IS 50 FEET EAST OF
 DM1296'THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 3 FEET SOUTHEAST
 DM1296'OF FENCE CORNER.  THE MARK IS AN 8 X 8 CONCRETE POST WITH
 DM1296'STANDARD DISK, WHICH PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 DM1296'STAMPED TT 26 O.N.A. 1949.
 DM1296'
 DM1296'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HARRIS
 DM1296'AND THE DISTANCE IS 23.576 METERS, 77.35 FEET SOUTH SOUTHWEST.
 DM1296'
 DM1296'TO REACH FROM THE POST OFFICE IN HARRIS GO SOUTH, EAST AND SOUTH
 DM1296'ON MAIN GRAVEL ROAD FOR 4.4 MILES TO SCHOOLHOUSE AND STATION
 DM1296'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0622 ***********************************************************************
 EM0622  DESIGNATION -  TT 28 C 15
 EM0622  PID         -  EM0622
 EM0622  STATE/COUNTY-  OK/COMANCHE
 EM0622  COUNTRY     -  US
 EM0622  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0622
 EM0622                         *CURRENT SURVEY CONTROL
 EM0622  ______________________________________________________________________
 EM0622* NAD 83(1993) POSITION- 34 35 39.48313(N) 098 19 01.86846(W)   ADJUSTED
 EM0622* NAVD 88 ORTHO HEIGHT -   360.26  (+/-2cm)     1182.0   (feet) VERTCON3
 EM0622  ______________________________________________________________________
 EM0622  GEOID HEIGHT    -        -25.685 (meters)                     GEOID18
 EM0622  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 EM0622  HORZ ORDER      -  SECOND
 EM0622  VERT ORDER      -  THIRD ? (See Below)
 EM0622
 EM0622.The horizontal coordinates were established by classical geodetic methods
 EM0622.and adjusted by the National Geodetic Survey in November 1994.
 EM0622
 EM0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0622
 EM0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0622.GEOID18 height accuracy estimate available here.
 EM0622
 EM0622.The vertical order pertains to the NGVD 29 superseded value.
 EM0622
 EM0622.Click photographs - Photos may exist for this station.
 EM0622
 EM0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0622
 EM0622. The following values were computed from the NAD 83(1993) position.
 EM0622
 EM0622;                    North         East     Units Scale Factor Converg.
 EM0622;SPC OK S     -   139,916.409   570,904.425   MT  0.99993596   -0 10 48.1
 EM0622;SPC OK S     -   459,042.42  1,873,042.27   sFT  0.99993596   -0 10 48.1
 EM0622;UTM  14      - 3,828,265.914   562,614.433   MT  0.99964832   +0 23 15.7
 EM0622
 EM0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0622!SPC OK S     -   0.99994748  x   0.99993596  =   0.99988345
 EM0622!UTM  14      -   0.99994748  x   0.99964832  =   0.99959582
 EM0622
 EM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6261428265(NAD 83)
 EM0622
 EM0622                          SUPERSEDED SURVEY CONTROL
 EM0622
 EM0622  NAD 83(1986)-  34 35 39.48757(N)    098 19 01.85275(W) AD(       ) 2
 EM0622  NAD 27      -  34 35 39.22500(N)    098 19 00.67200(W) AD(       ) 2
 EM0622  NGVD 29             360.16   (m)         1181.6    (f) LEVELING    3  
 EM0622
 EM0622.Superseded values are not recommended for survey control.
 EM0622
 EM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0622.See file dsdata.pdf to determine how the superseded data were derived.
 EM0622
 EM0622_MARKER: DD = SURVEY DISK
 EM0622_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0622_STAMPING: TT 28C15 1934
 EM0622_MARK LOGO: CGS+SS
 EM0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0622
 EM0622  HISTORY     - Date     Condition        Report By
 EM0622  HISTORY     - 1934     MONUMENTED       OKGS
 EM0622  HISTORY     - 1947     GOOD             CGS
 EM0622
 EM0622                          STATION DESCRIPTION
 EM0622
 EM0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0622'SEE STATION LINCOLN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0830 ***********************************************************************
 EM0830  DESIGNATION -  TT 28 C 24
 EM0830  PID         -  EM0830
 EM0830  STATE/COUNTY-  OK/COMANCHE
 EM0830  COUNTRY     -  US
 EM0830  USGS QUAD   -  TAUPA (2018)
 EM0830
 EM0830                         *CURRENT SURVEY CONTROL
 EM0830  ______________________________________________________________________
 EM0830* NAD 83(1993) POSITION- 34 37 24.20754(N) 098 33 20.31445(W)   ADJUSTED
 EM0830* NAVD 88 ORTHO HEIGHT -   396.89  (+/-2cm)     1302.1   (feet) VERTCON3
 EM0830  ______________________________________________________________________
 EM0830  GEOID HEIGHT    -        -25.652 (meters)                     GEOID18
 EM0830  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 EM0830  HORZ ORDER      -  THIRD
 EM0830  VERT ORDER      -  THIRD ? (See Below)
 EM0830
 EM0830.The horizontal coordinates were established by classical geodetic methods
 EM0830.and adjusted by the National Geodetic Survey in November 1994.
 EM0830
 EM0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0830
 EM0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0830.GEOID18 height accuracy estimate available here.
 EM0830
 EM0830.The vertical order pertains to the NGVD 29 superseded value.
 EM0830
 EM0830.Click photographs - Photos may exist for this station.
 EM0830
 EM0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0830
 EM0830. The following values were computed from the NAD 83(1993) position.
 EM0830
 EM0830;                    North         East     Units Scale Factor Converg.
 EM0830;SPC OK S     -   143,237.790   549,048.581   MT  0.99993618   -0 18 55.4
 EM0830;SPC OK S     -   469,939.32  1,801,336.89   sFT  0.99993618   -0 18 55.4
 EM0830;UTM  14      - 3,831,369.599   540,733.371   MT  0.99962045   +0 15 08.9
 EM0830
 EM0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0830!SPC OK S     -   0.99994173  x   0.99993618  =   0.99987791
 EM0830!UTM  14      -   0.99994173  x   0.99962045  =   0.99956220
 EM0830
 EM0830:                Primary Azimuth Mark                     Grid Az
 EM0830:SPC OK S     -  TT 28 C 24 AZ MK                         088 57 25.6
 EM0830:UTM  14      -  TT 28 C 24 AZ MK                         088 23 21.3
 EM0830
 EM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4073331369(NAD 83)
 EM0830
 EM0830|---------------------------------------------------------------------|
 EM0830| PID    Reference Object                     Distance      Geod. Az  |
 EM0830|                                                           dddmmss.s |
 EM0830| CX8864 TT 28 C 24 RM 1                      30.187 METERS 00948     |
 EM0830| EM0799 FORT SILL NORTH GRUBER TARGET       APPROX. 4.5 KM 0150807.9 |
 EM0830| EM0829 FORT SILL CARLTON MT TARGET         APPROX. 7.1 KM 0275002.1 |
 EM0830| CX8863 TT 28 C 24 AZ MK                                   0883830.2 |
 EM0830| CX8865 TT 28 C 24 RM 2                      21.249 METERS 09217     |
 EM0830|---------------------------------------------------------------------|
 EM0830
 EM0830                          SUPERSEDED SURVEY CONTROL
 EM0830
 EM0830  NAD 83(1986)-  34 37 24.21129(N)    098 33 20.30152(W) AD(       ) 3
 EM0830  NAD 27      -  34 37 23.95200(N)    098 33 19.08700(W) AD(       ) 3
 EM0830  NGVD 29             396.77   (m)         1301.7    (f) LEVELING    3  
 EM0830
 EM0830.Superseded values are not recommended for survey control.
 EM0830
 EM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0830.See file dsdata.pdf to determine how the superseded data were derived.
 EM0830
 EM0830_MARKER: DD = SURVEY DISK
 EM0830_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0830_STAMPING: 28 C 24 TT 1934
 EM0830_MARK LOGO: CGS+SS
 EM0830_PROJECTION: PROJECTING 8 CENTIMETERS
 EM0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0830
 EM0830  HISTORY     - Date     Condition        Report By
 EM0830  HISTORY     - 1934     MONUMENTED       OKGS
 EM0830  HISTORY     - 1948     GOOD             OKGS
 EM0830  HISTORY     - 1963     GOOD             CGS
 EM0830  HISTORY     - 20000224 GOOD             LOCSUR
 EM0830  HISTORY     - 20090206 MARK NOT FOUND   CLOLS
 EM0830
 EM0830                          STATION DESCRIPTION
 EM0830
 EM0830'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1948 (RLE)
 EM0830'STATION IS LOCATED ABOUT 9.5 MILES WEST AND 1.5 MILES NORTH
 EM0830'OF THE CENTER OF LAWTON ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 EM0830'62.  IT IS 45 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 43
 EM0830'FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING SOUTH TO
 EM0830'THE HOUSE, 4 FEET NORTH OF THE EAST-WEST FENCE, 9 FEET
 EM0830'WEST-NORTHWEST OF A TELEPHONE POLE AND 6 FEET NORTHEAST OF A
 EM0830'WITNESS POST.  THE MARK IS A USC AND GS AND STATE SURVEY
 EM0830'DISK SET IN TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 EM0830'3 INCHES.  IT IS STAMPED 28C24TT 1934.
 EM0830'
 EM0830'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY AND 46 FEET NORTH
 EM0830'OF THE CENTER OF U.S. HIGHWAY 62, 18 FEET EAST OF THE CENTER OF
 EM0830'A LANE LEADING NORTH, 12 FEET EAST OF THE EAST END OF A WIRE
 EM0830'GATE AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.  IT IS STAMPED
 EM0830'28C24TT NO 1 1948.  PROJECTS 6 INCHES.
 EM0830'
 EM0830'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 48 FEET SOUTH
 EM0830'OF THE CENTER OF THE HIGHWAY, 2.5 FEET NORTH-NORTHWEST OF A
 EM0830'STEEL SIGN POST AND 1 FOOT NORTH OF THE EAST-WEST FENCE
 EM0830'LINE.  IT IS STAMPED 28C24TT NO 2 1948 AND PROJECTS 6 INCHES.
 EM0830'
 EM0830'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 50 FEET NORTH OF
 EM0830'THE CENTER OF U.S. HIGHWAY 62, 6 FEET EAST OF A FENCE CORNER,
 EM0830'38 FEET EAST OF A DIRT ROAD LEADING NORTH, 1 FOOT SOUTH OF THE
 EM0830'EAST-WEST FENCE AND 2 FEET WEST OF A WITNESS POST.  IT IS
 EM0830'STAMPED 28C24TT 1948 AND PROJECTS 6 INCHES.
 EM0830'
 EM0830'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 277 AND 62
 EM0830'(ABOUT 1.5 MILES NORTHEAST OF THE CENTER OF LAWTON) GO WEST
 EM0830'ON U.S. HIGHWAY 62 FOR 9.05 MILES TO THE AZIMUTH MARK ON THE
 EM0830'RIGHT.  CONTINUE WEST FOR 0.65 MILE TO THE TOP OF THE HILL
 EM0830'AND THE STATION ON THE LEFT AS DESCRIBED.
 EM0830'
 EM0830'A 12 FOOT SIGNAL AT SIGNAL IS VISIBLE FROM THE GROUND.
 EM0830'
 EM0830'A 4 FOOT SIGNAL AT HILL IS VISIBLE FROM THE GROUND.
 EM0830
 EM0830                          STATION RECOVERY (1963)
 EM0830
 EM0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0830'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 EM0830'AND FOUND IN GOOD CONDITION.  THE FENCE LINE USED AS REFERENCE
 EM0830'TO REFERENCE MARK NUMBER ONE HAS BEEN REMOVED AND A ROCK
 EM0830'WALL HAS BEEN BUILT ON BOTH SIDES OF THE DRIVEWAY LEADING
 EM0830'NORTH TO FARM HOUSE.  THE STATION IS IN THE NE 1/4 OF THE
 EM0830'NW 1/4 OF SEC. 27, T. 2 N., R. 13 W.
 EM0830'
 EM0830'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 EM0830
 EM0830                          STATION RECOVERY (2000)
 EM0830
 EM0830'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0830'RECOVERED AS DESCRIBED.
 EM0830
 EM0830                          STATION RECOVERY (2009)
 EM0830
 EM0830'RECOVERY NOTE BY CITY LAWTON OK LAND SURV 2009 (DP)
 EM0830'MARK APPEARS TO HAVE BEEN DESTROYED. RM 1 APPEARS DESTROYED BY NEW
 EM0830'DRIVE. RM  NO.2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EM0830'SUBMITTED OPUS-DB ON BOTH RM NO.2 AND THE AZIMUTH MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0580 ***********************************************************************
 EM0580  DESIGNATION -  TT 29 B 47
 EM0580  PID         -  EM0580
 EM0580  STATE/COUNTY-  OK/CADDO
 EM0580  COUNTRY     -  US
 EM0580  USGS QUAD   -  FLETCHER (2018)
 EM0580
 EM0580                         *CURRENT SURVEY CONTROL
 EM0580  ______________________________________________________________________
 EM0580* NAD 83(1993) POSITION- 34 51 26.40756(N) 098 14 00.58160(W)   ADJUSTED
 EM0580* NAVD 88 ORTHO HEIGHT -   423.64  (+/-2cm)     1389.9   (feet) VERTCON3
 EM0580  ______________________________________________________________________
 EM0580  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 EM0580  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 EM0580  HORZ ORDER      -  SECOND
 EM0580  VERT ORDER      -  THIRD ? (See Below)
 EM0580
 EM0580.The horizontal coordinates were established by classical geodetic methods
 EM0580.and adjusted by the National Geodetic Survey in November 1994.
 EM0580
 EM0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0580
 EM0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0580.GEOID18 height accuracy estimate available here.
 EM0580
 EM0580.The vertical order pertains to the NGVD 29 superseded value.
 EM0580
 EM0580.Click photographs - Photos may exist for this station.
 EM0580
 EM0580.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0580
 EM0580. The following values were computed from the NAD 83(1993) position.
 EM0580
 EM0580;                    North         East     Units Scale Factor Converg.
 EM0580;SPC OK S     -   169,073.523   578,648.894   MT  0.99994727   -0 07 57.1
 EM0580;SPC OK S     -   554,702.05  1,898,450.58   sFT  0.99994727   -0 07 57.1
 EM0580;UTM  14      - 3,857,490.168   570,066.772   MT  0.99966051   +0 26 17.2
 EM0580
 EM0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0580!SPC OK S     -   0.99993766  x   0.99994727  =   0.99988493
 EM0580!UTM  14      -   0.99993766  x   0.99966051  =   0.99959819
 EM0580
 EM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND7006657490(NAD 83)
 EM0580
 EM0580                          SUPERSEDED SURVEY CONTROL
 EM0580
 EM0580  NAD 83(1986)-  34 51 26.41349(N)    098 14 00.56602(W) AD(       ) 2
 EM0580  NAD 27      -  34 51 26.17200(N)    098 13 59.38700(W) AD(       ) 2
 EM0580  NGVD 29             423.50   (m)         1389.4    (f) LEVELING    3  
 EM0580
 EM0580.Superseded values are not recommended for survey control.
 EM0580
 EM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0580.See file dsdata.pdf to determine how the superseded data were derived.
 EM0580
 EM0580_MARKER: DD = SURVEY DISK
 EM0580_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0580_STAMPING: TT 29B47 1934
 EM0580_MARK LOGO: CGS+SS
 EM0580_PROJECTION: FLUSH
 EM0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0580
 EM0580  HISTORY     - Date     Condition        Report By
 EM0580  HISTORY     - 1934     MONUMENTED       OKGS
 EM0580  HISTORY     - 1947     GOOD             CGS
 EM0580
 EM0580                          STATION DESCRIPTION
 EM0580
 EM0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EM0580'SEE STATION CYRIL
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1044 ***********************************************************************
 DN1044  DESIGNATION -  TT 3 B
 DN1044  PID         -  DN1044
 DN1044  STATE/COUNTY-  OK/BRYAN
 DN1044  COUNTRY     -  US
 DN1044  USGS QUAD   -  BENNINGTON SOUTH (2018)
 DN1044
 DN1044                         *CURRENT SURVEY CONTROL
 DN1044  ______________________________________________________________________
 DN1044* NAD 83(1993) POSITION- 33 58 57.53529(N) 096 00 28.13184(W)   ADJUSTED
 DN1044* NAVD 88 ORTHO HEIGHT -   183.43  (+/-2cm)      601.8   (feet) VERTCON3
 DN1044  ______________________________________________________________________
 DN1044  GEOID HEIGHT    -        -27.467 (meters)                     GEOID18
 DN1044  LAPLACE CORR    -         -6.25  (seconds)                    DEFLEC18
 DN1044  HORZ ORDER      -  SECOND
 DN1044  VERT ORDER      -  THIRD ? (See Below)
 DN1044
 DN1044.The horizontal coordinates were established by classical geodetic methods
 DN1044.and adjusted by the National Geodetic Survey in November 1994.
 DN1044
 DN1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1044
 DN1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1044.GEOID18 height accuracy estimate available here.
 DN1044
 DN1044.The vertical order pertains to the NGVD 29 superseded value.
 DN1044
 DN1044.Click photographs - Photos may exist for this station.
 DN1044
 DN1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1044
 DN1044. The following values were computed from the NAD 83(1993) position.
 DN1044
 DN1044;                    North         East     Units Scale Factor Converg.
 DN1044;SPC OK S     -    73,841.198   784,071.386   MT  0.99999067   +1 07 50.9
 DN1044;SPC OK S     -   242,260.66  2,572,407.54   sFT  0.99999067   +1 07 50.9
 DN1044;UTM  14      - 3,764,268.717   776,425.531   MT  1.00054206   +1 40 24.7
 DN1044;UTM  15      - 3,764,311.026   222,130.142   MT  1.00055193   -1 40 56.2
 DN1044
 DN1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1044!SPC OK S     -   0.99997552  x   0.99999067  =   0.99996619
 DN1044!UTM  14      -   0.99997552  x   1.00054206  =   1.00051756
 DN1044!UTM  15      -   0.99997552  x   1.00055193  =   1.00052743
 DN1044
 DN1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7642564268(NAD 83)
 DN1044
 DN1044                          SUPERSEDED SURVEY CONTROL
 DN1044
 DN1044  NAD 83(1986)-  33 58 57.54114(N)    096 00 28.12360(W) AD(       ) 2
 DN1044  NAD 27      -  33 58 57.19220(N)    096 00 27.19210(W) AD(       ) 2
 DN1044  NGVD 29             183.37   (m)          601.6    (f) LEVELING    3  
 DN1044
 DN1044.Superseded values are not recommended for survey control.
 DN1044
 DN1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1044.See file dsdata.pdf to determine how the superseded data were derived.
 DN1044
 DN1044_MARKER: DB = BENCH MARK DISK
 DN1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1044_STAMPING: TT 3B 1947 602
 DN1044_MARK LOGO: USGS
 DN1044_PROJECTION: FLUSH
 DN1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1044+STABILITY: SURFACE MOTION
 DN1044
 DN1044  HISTORY     - Date     Condition        Report By
 DN1044  HISTORY     - 1947     MONUMENTED       USGS
 DN1044  HISTORY     - 1955     GOOD             CGS
 DN1044
 DN1044                          STATION DESCRIPTION
 DN1044
 DN1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1044'STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF BOKCHITO,
 DN1044'6.5 MILES SOUTHWEST OF BOSWELL, 2.25 MILES SOUTHEAST OF
 DN1044'BENNINGTON AT THE NORTH SIDE OF A DIRT T ROAD.
 DN1044'
 DN1044'STATION, STAMPED TT 3B 602 1947, IS A U.S. GEOLOGICAL SURVEY
 DN1044'BENCH MARK DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 DN1044'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 122.090 FEET
 DN1044'SOUTH OF TRIANGULATION STATION PERCELL, 52.0 FEET SOUTHEAST
 DN1044'OF THE CENTER OF T ROAD, AND 0.5 FOOT NORTH OF AN EAST-WEST
 DN1044'FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1049 ***********************************************************************
 DN1049  DESIGNATION -  TT 3 DC
 DN1049  PID         -  DN1049
 DN1049  STATE/COUNTY-  OK/BRYAN
 DN1049  COUNTRY     -  US
 DN1049  USGS QUAD   -  BLUE (2018)
 DN1049
 DN1049                         *CURRENT SURVEY CONTROL
 DN1049  ______________________________________________________________________
 DN1049* NAD 83(1993) POSITION- 33 55 25.62608(N) 096 08 48.81598(W)   ADJUSTED
 DN1049* NAVD 88 ORTHO HEIGHT -   182.00  (+/-2cm)      597.1   (feet) VERTCON3
 DN1049  ______________________________________________________________________
 DN1049  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 DN1049  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 DN1049  HORZ ORDER      -  SECOND
 DN1049  VERT ORDER      -  THIRD ? (See Below)
 DN1049
 DN1049.The horizontal coordinates were established by classical geodetic methods
 DN1049.and adjusted by the National Geodetic Survey in November 1994.
 DN1049
 DN1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1049
 DN1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1049.GEOID18 height accuracy estimate available here.
 DN1049
 DN1049.The vertical order pertains to the NGVD 29 superseded value.
 DN1049
 DN1049.Click photographs - Photos may exist for this station.
 DN1049
 DN1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1049
 DN1049. The following values were computed from the NAD 83(1993) position.
 DN1049
 DN1049;                    North         East     Units Scale Factor Converg.
 DN1049;SPC OK S     -    67,068.308   771,342.308   MT  1.00000189   +1 03 06.7
 DN1049;SPC OK S     -   220,039.94  2,530,645.56   sFT  1.00000189   +1 03 06.7
 DN1049;SPC TXNC     - 2,252,739.802   817,564.480   MT  0.99998832   +1 17 00.1
 DN1049;SPC TXNC     - 7,390,863.83  2,682,292.80   sFT  0.99998832   +1 17 00.1
 DN1049;UTM  14      - 3,757,372.245   763,754.719   MT  1.00045767   +1 35 35.6
 DN1049
 DN1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1049!SPC OK S     -   0.99997566  x   1.00000189  =   0.99997755
 DN1049!SPC TXNC     -   0.99997566  x   0.99998832  =   0.99996398
 DN1049!UTM  14      -   0.99997566  x   1.00045767  =   1.00043332
 DN1049
 DN1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6375457372(NAD 83)
 DN1049
 DN1049                          SUPERSEDED SURVEY CONTROL
 DN1049
 DN1049  NAD 83(1986)-  33 55 25.63167(N)    096 08 48.80798(W) AD(       ) 2
 DN1049  NAD 27      -  33 55 25.28000(N)    096 08 47.86500(W) AD(       ) 2
 DN1049  NGVD 29             181.95   (m)          596.9    (f) LEVELING    3  
 DN1049
 DN1049.Superseded values are not recommended for survey control.
 DN1049
 DN1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1049.See file dsdata.pdf to determine how the superseded data were derived.
 DN1049
 DN1049_MARKER: DD = SURVEY DISK
 DN1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1049_STAMPING: TT 3 DC 1954 596
 DN1049_MARK LOGO: USGS
 DN1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1049+STABILITY: SURFACE MOTION
 DN1049
 DN1049  HISTORY     - Date     Condition        Report By
 DN1049  HISTORY     - 1954     MONUMENTED       USGS
 DN1049
 DN1049                          STATION DESCRIPTION
 DN1049
 DN1049'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DC)
 DN1049'STATION IS LOCATED ABOUT 6-1/4 MILES SOUTH OF BOKCHITO,
 DN1049'3-1/2 MILES NORTH NORTHEAST OF ALBANY AT THE EAST SIDE OF A
 DN1049'NORTH-SOUTH SECTION LINE ROAD AND ON THE CREST OF A LOW RIDGE.
 DN1049'
 DN1049'STATION, STAMPED TT 3 DC 1954 596, IS A U.S. GEOLOGICAL
 DN1049'SURVEY ALUMINUM DISK SET IN THE TOP OF A CONCRETE MONUMENT
 DN1049'THAT IS 8-INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES.
 DN1049'IT IS 30.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 DN1049'EAST OF A FENCE LINE, 2.0 FEET WEST OF A POWER POLE WITH BM
 DN1049'596-4 PAINTED ON IT, 300 FEET SOUTH OF A CROSS ROAD, AND
 DN1049'1854.30 FEET SOUTH OF TRIANGULATION STATION ALBANY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0899 ***********************************************************************
 FJ0899  DESIGNATION -  TT 3 EV
 FJ0899  PID         -  FJ0899
 FJ0899  STATE/COUNTY-  OK/LINCOLN
 FJ0899  COUNTRY     -  US
 FJ0899  USGS QUAD   -  MCLOUD (2018)
 FJ0899
 FJ0899                         *CURRENT SURVEY CONTROL
 FJ0899  ______________________________________________________________________
 FJ0899* NAD 83(1993) POSITION- 35 29 33.63768(N) 097 06 47.86656(W)   ADJUSTED
 FJ0899* NAVD 88 ORTHO HEIGHT -   358.12  (+/-2cm)     1174.9   (feet) VERTCON3
 FJ0899  ______________________________________________________________________
 FJ0899  GEOID HEIGHT    -        -27.251 (meters)                     GEOID18
 FJ0899  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 FJ0899  HORZ ORDER      -  SECOND
 FJ0899  VERT ORDER      -  THIRD ? (See Below)
 FJ0899
 FJ0899.The horizontal coordinates were established by classical geodetic methods
 FJ0899.and adjusted by the National Geodetic Survey in November 1994.
 FJ0899
 FJ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0899
 FJ0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0899.GEOID18 height accuracy estimate available here.
 FJ0899
 FJ0899.The vertical order pertains to the NGVD 29 superseded value.
 FJ0899
 FJ0899.Click photographs - Photos may exist for this station.
 FJ0899
 FJ0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0899
 FJ0899. The following values were computed from the NAD 83(1993) position.
 FJ0899
 FJ0899;                    North         East     Units Scale Factor Converg.
 FJ0899;SPC OK N     -    55,031.712   680,457.419   MT  1.00001425   +0 31 23.8
 FJ0899;SPC OK N     -   180,549.88  2,232,467.38   sFT  1.00001425   +0 31 23.8
 FJ0899;SPC OK S     -   239,889.033   680,461.308   MT  1.00006155   +0 30 11.9
 FJ0899;SPC OK S     -   787,035.94  2,232,480.14   sFT  1.00006155   +0 30 11.9
 FJ0899;UTM  14      - 3,929,317.610   671,136.703   MT  0.99996093   +1 05 44.5
 FJ0899
 FJ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0899!SPC OK N     -   0.99994807  x   1.00001425  =   0.99996232
 FJ0899!SPC OK S     -   0.99994807  x   1.00006155  =   1.00000962
 FJ0899!UTM  14      -   0.99994807  x   0.99996093  =   0.99990900
 FJ0899
 FJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7113629317(NAD 83)
 FJ0899
 FJ0899                          SUPERSEDED SURVEY CONTROL
 FJ0899
 FJ0899  NAD 83(1986)-  35 29 33.64385(N)    097 06 47.84839(W) AD(       ) 2
 FJ0899  NAD 27      -  35 29 33.41184(N)    097 06 46.74423(W) AD(       ) 2
 FJ0899  NGVD 29             358.04   (m)         1174.7    (f) LEVELING    3  
 FJ0899
 FJ0899.Superseded values are not recommended for survey control.
 FJ0899
 FJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0899.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0899
 FJ0899_MARKER: DB = BENCH MARK DISK
 FJ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0899_STAMPING: TT 3 EV 1175 1955
 FJ0899_MARK LOGO: USGS
 FJ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0899+STABILITY: SURFACE MOTION
 FJ0899
 FJ0899  HISTORY     - Date     Condition        Report By
 FJ0899  HISTORY     - 1955     MONUMENTED       USGS
 FJ0899
 FJ0899                          STATION DESCRIPTION
 FJ0899
 FJ0899'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (NET)
 FJ0899'THE STATION IS LOCATED ABOUT 3 MILES EAST OF HARRAH, 1.5
 FJ0899'MILES EAST OF THE LINCOLN-OKLAHOMA COUNTY LINE NEAR THE
 FJ0899'CENTER OF THE NORTH SIDE OF SECTION 29, T 12 N, R 2 E.
 FJ0899'
 FJ0899'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET 37
 FJ0899'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 62, 3 FEET
 FJ0899'SOUTH OF AN EAST-WEST FENCE AND 26.308 METERS NORTH OF
 FJ0899'TRIANGULATION STATION HARRAH FROM WHICH A TRAVERSE CONNECTION WAS
 FJ0899'MADE.
 FJ0899'
 FJ0899'THE DISK IS STAMPED 1955 1175 TT 3 EV.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0774 ***********************************************************************
 GH0774  DESIGNATION -  TT 3 LAN
 GH0774  PID         -  GH0774
 GH0774  STATE/COUNTY-  OK/GARFIELD
 GH0774  COUNTRY     -  US
 GH0774  USGS QUAD   -  BRECKINRIDGE (2018)
 GH0774
 GH0774                         *CURRENT SURVEY CONTROL
 GH0774  ______________________________________________________________________
 GH0774* NAD 83(1993) POSITION- 36 22 36.51524(N) 097 44 50.70801(W)   ADJUSTED
 GH0774* NAVD 88 ORTHO HEIGHT -   367.    (meters)     1204.    (feet) SCALED
 GH0774  ______________________________________________________________________
 GH0774  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 GH0774  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 GH0774  HORZ ORDER      -  SECOND
 GH0774
 GH0774.The horizontal coordinates were established by classical geodetic methods
 GH0774.and adjusted by the National Geodetic Survey in November 1994.
 GH0774
 GH0774.The orthometric height was scaled from a topographic map.
 GH0774
 GH0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0774.GEOID18 height accuracy estimate available here.
 GH0774
 GH0774.Click photographs - Photos may exist for this station.
 GH0774
 GH0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0774
 GH0774. The following values were computed from the NAD 83(1993) position.
 GH0774
 GH0774;                    North         East     Units Scale Factor Converg.
 GH0774;SPC OK N     -   152,791.607   622,663.701   MT  0.99995206   +0 08 56.6
 GH0774;SPC OK N     -   501,283.80  2,042,855.83   sFT  0.99995206   +0 08 56.6
 GH0774;UTM  14      - 4,026,471.951   612,355.344   MT  0.99975553   +0 44 34.7
 GH0774
 GH0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0774!SPC OK N     -   0.99994676  x   0.99995206  =   0.99989882
 GH0774!UTM  14      -   0.99994676  x   0.99975553  =   0.99970230
 GH0774
 GH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1235526471(NAD 83)
 GH0774
 GH0774                          SUPERSEDED SURVEY CONTROL
 GH0774
 GH0774  NAD 83(1986)-  36 22 36.52297(N)    097 44 50.69749(W) AD(       ) 2
 GH0774  NAD 27      -  36 22 36.39972(N)    097 44 49.50294(W) AD(       ) 2
 GH0774
 GH0774.Superseded values are not recommended for survey control.
 GH0774
 GH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0774.See file dsdata.pdf to determine how the superseded data were derived.
 GH0774
 GH0774_MARKER: DD = SURVEY DISK
 GH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0774_STAMPING: TT 3 LAN 1955
 GH0774_MARK LOGO: USGS
 GH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0774+STABILITY: SURFACE MOTION
 GH0774
 GH0774  HISTORY     - Date     Condition        Report By
 GH0774  HISTORY     - 1955     MONUMENTED       USGS
 GH0774
 GH0774                          STATION DESCRIPTION
 GH0774
 GH0774'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (JCC)
 GH0774'THE STATION IS ABOUT 7-1/4 MILES EAST AND 1-1/4 MILE SOUTH OF ENID,
 GH0774'311 FEET NORTH OF THE CENTERLINE OF A SIDE ROAD EXTENDING WEST, 34.3
 GH0774'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 3.2 FEET EAST OF
 GH0774'A FENCE.
 GH0774'
 GH0774'THE MARK IS A USGS BRONZE DISK STAMPED TT 3 LAN 1955, SET IN THE TOP
 GH0774'OF A CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND PROJECTING 6
 GH0774'INCHES.
 GH0774'
 GH0774'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PATTERSON, THE
 GH0774'DISTANCE BEING 1072.0 (326.7 METERS) SOUTH OF PATTERSON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1302 ***********************************************************************
 FJ1302  DESIGNATION -  TT 32 Y
 FJ1302  PID         -  FJ1302
 FJ1302  STATE/COUNTY-  OK/PAYNE
 FJ1302  COUNTRY     -  US
 FJ1302  USGS QUAD   -  CUSHING (2018)
 FJ1302
 FJ1302                         *CURRENT SURVEY CONTROL
 FJ1302  ______________________________________________________________________
 FJ1302* NAD 83(1993) POSITION- 35 58 01.52065(N) 096 47 06.12326(W)   ADJUSTED
 FJ1302* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 FJ1302  ______________________________________________________________________
 FJ1302  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 FJ1302  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 FJ1302  HORZ ORDER      -  SECOND
 FJ1302
 FJ1302.The horizontal coordinates were established by classical geodetic methods
 FJ1302.and adjusted by the National Geodetic Survey in November 1994.
 FJ1302
 FJ1302.The orthometric height was scaled from a topographic map.
 FJ1302
 FJ1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1302.GEOID18 height accuracy estimate available here.
 FJ1302
 FJ1302.Click photographs - Photos may exist for this station.
 FJ1302
 FJ1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1302
 FJ1302. The following values were computed from the NAD 83(1993) position.
 FJ1302
 FJ1302;                    North         East     Units Scale Factor Converg.
 FJ1302;SPC OK N     -   107,986.682   709,583.115   MT  0.99995149   +0 43 01.2
 FJ1302;SPC OK N     -   354,286.31  2,328,023.94   sFT  0.99995149   +0 43 01.2
 FJ1302;UTM  14      - 3,982,566.221   699,728.073   MT  1.00009156   +1 18 04.8
 FJ1302
 FJ1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1302!SPC OK N     -   0.99995372  x   0.99995149  =   0.99990521
 FJ1302!UTM  14      -   0.99995372  x   1.00009156  =   1.00004527
 FJ1302
 FJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9972882566(NAD 83)
 FJ1302
 FJ1302                          SUPERSEDED SURVEY CONTROL
 FJ1302
 FJ1302  NAD 83(1986)-  35 58 01.53269(N)    096 47 06.10486(W) AD(       ) 2
 FJ1302  NAD 27      -  35 58 01.30155(N)    096 47 05.01135(W) AD(       ) 2
 FJ1302
 FJ1302.Superseded values are not recommended for survey control.
 FJ1302
 FJ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1302.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1302
 FJ1302_MARKER: P = PIPE CAP
 FJ1302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FJ1302_STAMPING: TT 32 Y 1927
 FJ1302_MARK LOGO: USGS
 FJ1302_MAGNETIC: P = MARKER IS A STEEL PIPE
 FJ1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1302
 FJ1302  HISTORY     - Date     Condition        Report By
 FJ1302  HISTORY     - 1927     MONUMENTED       USGS
 FJ1302  HISTORY     - 20180314 MARK NOT FOUND   MCA
 FJ1302
 FJ1302                          STATION DESCRIPTION
 FJ1302
 FJ1302'DESCRIBED BY US GEOLOGICAL SURVEY 1927 (CIA)
 FJ1302'STATION IS A STANDARD BRONZE TABLET SET IN CONCRETE IN AN
 FJ1302'IRON PIPE EXTENDING ABOUT 12 INCHES ABOVE GROUND.  MARK IS
 FJ1302'SET 32 FEET WEST OF CENTER LINE OF ROAD, 2 FEET WEST OF
 FJ1302'NORTH-SOUTH FENCE.  REACHED FROM CUSHING SAME AS U.S.C. AND G.S.
 FJ1302'STATION CUSHING.  A TIE WAS MADE TO THIS STATION FROM U.S.C.
 FJ1302'AND G.S. STATION CUSHING, DISTANCE 28.71 FEET, 8.750 METERS.
 FJ1302'
 FJ1302'DIRECTION WAS ALSO OBSERVED.
 FJ1302
 FJ1302                          STATION RECOVERY (2018)
 FJ1302
 FJ1302'RECOVERY NOTE BY METRO CONSULTING ASSOCIATES 2018 (CCM)
 FJ1302'MEASURED 28.71 FT (8.8 M) NORTHERLY OF FJ1301 AND PROBED A LARGE ARC
 FJ1302'SEARCHING FOR THE MARK.  THE MARK WAS MORE THAN LIKELY DESTROYED
 FJ1302'DURING ROAD CONSTRUCTION AND R/W GRADING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0929 ***********************************************************************
 FJ0929  DESIGNATION -  TT 33 C
 FJ0929  PID         -  FJ0929
 FJ0929  STATE/COUNTY-  OK/CLEVELAND
 FJ0929  COUNTRY     -  US
 FJ0929  USGS QUAD   -  DENVER (2018)
 FJ0929
 FJ0929                         *CURRENT SURVEY CONTROL
 FJ0929  ______________________________________________________________________
 FJ0929* NAD 83(1993) POSITION- 35 07 52.46964(N) 097 18 05.92704(W)   ADJUSTED
 FJ0929* NAVD 88 ORTHO HEIGHT -   362.59  (+/-2cm)     1189.6   (feet) VERTCON3
 FJ0929  ______________________________________________________________________
 FJ0929  GEOID HEIGHT    -        -26.378 (meters)                     GEOID18
 FJ0929  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 FJ0929  HORZ ORDER      -  SECOND
 FJ0929  VERT ORDER      -  THIRD ? (See Below)
 FJ0929
 FJ0929.The horizontal coordinates were established by classical geodetic methods
 FJ0929.and adjusted by the National Geodetic Survey in November 1994.
 FJ0929
 FJ0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0929
 FJ0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0929.GEOID18 height accuracy estimate available here.
 FJ0929
 FJ0929.The vertical order pertains to the NGVD 29 superseded value.
 FJ0929
 FJ0929.Click photographs - Photos may exist for this station.
 FJ0929
 FJ0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0929
 FJ0929. The following values were computed from the NAD 83(1993) position.
 FJ0929
 FJ0929;                    North         East     Units Scale Factor Converg.
 FJ0929;SPC OK S     -   199,655.135   663,647.774   MT  0.99998142   +0 23 47.0
 FJ0929;SPC OK S     -   655,035.22  2,177,317.74   sFT  0.99998142   +0 23 47.0
 FJ0929;UTM  14      - 3,888,917.354   654,737.439   MT  0.99989509   +0 58 39.0
 FJ0929
 FJ0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0929!SPC OK S     -   0.99994723  x   0.99998142  =   0.99992865
 FJ0929!UTM  14      -   0.99994723  x   0.99989509  =   0.99984232
 FJ0929
 FJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5473788917(NAD 83)
 FJ0929
 FJ0929                          SUPERSEDED SURVEY CONTROL
 FJ0929
 FJ0929  NAD 83(1986)-  35 07 52.47526(N)    097 18 05.91067(W) AD(       ) 2
 FJ0929  NAD 27      -  35 07 52.22409(N)    097 18 04.81415(W) AD(       ) 2
 FJ0929  NGVD 29             362.50   (m)         1189.3    (f) LEVELING    3  
 FJ0929
 FJ0929.Superseded values are not recommended for survey control.
 FJ0929
 FJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0929.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0929
 FJ0929_MARKER: DB = BENCH MARK DISK
 FJ0929_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0929_STAMPING: 1189 TT 33C 1933
 FJ0929_MARK LOGO: USGS
 FJ0929_PROJECTION: PROJECTING 10 CENTIMETERS
 FJ0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0929
 FJ0929  HISTORY     - Date     Condition        Report By
 FJ0929  HISTORY     - 1933     MONUMENTED       USGS
 FJ0929  HISTORY     - 1957     GOOD             CGS
 FJ0929
 FJ0929                          STATION DESCRIPTION
 FJ0929
 FJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0929'STATION IS ABOUT 5 MILES EAST OF NOBLE, IN THE NORTHEAST
 FJ0929'1/4 OF SECTION 33, T 8 N, R 1 W.
 FJ0929'
 FJ0929'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 FJ0929'STAMPED 1189 TT 33C 1933, SET IN THE TOP OF AN 8-INCH, SQUARE,
 FJ0929'CONCRETE POST PROJECTING 4 INCHES.  IT IS 86 FEET EAST OF A
 FJ0929'TELEPHONE POLE, 52 FEET SOUTH OF THE CENTER OF A MACADAM
 FJ0929'ROAD, 10 FEET SOUTH OF A T-FENCE JUNCTION.  A TRAVERSE CONNECTION
 FJ0929'WAS MADE TO THIS MARK FROM TRIANGULATION STATION MAGUIRE.
 FJ0929'THE DISTANCE = 162.4 M. (532.91 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1037 ***********************************************************************
 FJ1037  DESIGNATION -  TT 34 EV
 FJ1037  PID         -  FJ1037
 FJ1037  STATE/COUNTY-  OK/GRADY
 FJ1037  COUNTRY     -  US
 FJ1037  USGS QUAD   -  BLANCHARD (2018)
 FJ1037
 FJ1037                         *CURRENT SURVEY CONTROL
 FJ1037  ______________________________________________________________________
 FJ1037* NAD 83(1993) POSITION- 35 14 50.12363(N) 097 43 30.99484(W)   ADJUSTED
 FJ1037* NAVD 88 ORTHO HEIGHT -   403.18  (+/-2cm)     1322.8   (feet) VERTCON3
 FJ1037  ______________________________________________________________________
 FJ1037  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 FJ1037  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 FJ1037  HORZ ORDER      -  SECOND
 FJ1037  VERT ORDER      -  THIRD ? (See Below)
 FJ1037
 FJ1037.The horizontal coordinates were established by classical geodetic methods
 FJ1037.and adjusted by the National Geodetic Survey in November 1994.
 FJ1037
 FJ1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1037
 FJ1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1037.GEOID18 height accuracy estimate available here.
 FJ1037
 FJ1037.The vertical order pertains to the NGVD 29 superseded value.
 FJ1037
 FJ1037.Click photographs - Photos may exist for this station.
 FJ1037
 FJ1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1037
 FJ1037. The following values were computed from the NAD 83(1993) position.
 FJ1037
 FJ1037;                    North         East     Units Scale Factor Converg.
 FJ1037;SPC OK S     -   212,340.054   625,003.384   MT  1.00000278   +0 09 21.4
 FJ1037;SPC OK S     -   696,652.33  2,050,531.94   sFT  1.00000278   +0 09 21.4
 FJ1037;UTM  14      - 3,901,208.028   615,972.877   MT  0.99976575   +0 44 08.6
 FJ1037
 FJ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1037!SPC OK S     -   0.99994091  x   1.00000278  =   0.99994369
 FJ1037!UTM  14      -   0.99994091  x   0.99976575  =   0.99970667
 FJ1037
 FJ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1597201208(NAD 83)
 FJ1037
 FJ1037                          SUPERSEDED SURVEY CONTROL
 FJ1037
 FJ1037  NAD 83(1986)-  35 14 50.12922(N)    097 43 30.97848(W) AD(       ) 2
 FJ1037  NAD 27      -  35 14 49.89911(N)    097 43 29.82927(W) AD(       ) 2
 FJ1037  NGVD 29             403.06   (m)         1322.4    (f) LEVELING    3  
 FJ1037
 FJ1037.Superseded values are not recommended for survey control.
 FJ1037
 FJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1037.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1037
 FJ1037_MARKER: DB = BENCH MARK DISK
 FJ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1037_STAMPING: TT 34 EV 1955
 FJ1037_MARK LOGO: USGS
 FJ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1037+STABILITY: SURFACE MOTION
 FJ1037
 FJ1037  HISTORY     - Date     Condition        Report By
 FJ1037  HISTORY     - 1955     MONUMENTED       USGS
 FJ1037  HISTORY     - 1957     GOOD             USGS
 FJ1037
 FJ1037                          STATION DESCRIPTION
 FJ1037
 FJ1037'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 FJ1037'STATION IS ABOUT 5 MILES SOUTHEAST OF TUTTLE, IN SOUTHERN
 FJ1037'PART OF SECTION 16, T 9 N, R 5 W.
 FJ1037'
 FJ1037'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 FJ1037'STAMPED 34 EV 1955 TT, SET IN THE TOP OF A 6-INCH, SQUARE,
 FJ1037'CONCRETE POST PROJECTING 6 INCHES.  IT IS ON THE ROAD RIGHT-OF-WAY,
 FJ1037'118 FEET EAST OF A POWERLINE POLE, 43 FEET SOUTH OF THE
 FJ1037'CENTER OF A GRADED ROAD AND 1 FOOT NORTH OF A ROAD RIGHT-OF-WAY
 FJ1037'FENCE.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM
 FJ1037'TRIANGULATION STATION WALDRON.  THE DISTANCE = 507.393 M.
 FJ1037'(1,664.68 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1021 ***********************************************************************
 EL1021  DESIGNATION -  TT 39
 EL1021  PID         -  EL1021
 EL1021  STATE/COUNTY-  OK/GRADY
 EL1021  COUNTRY     -  US
 EL1021  USGS QUAD   -  EAST ROARING CREEK (2018)
 EL1021
 EL1021                         *CURRENT SURVEY CONTROL
 EL1021  ______________________________________________________________________
 EL1021* NAD 83(1993) POSITION- 34 50 28.67025(N) 097 45 22.18479(W)   ADJUSTED
 EL1021* NAVD 88 ORTHO HEIGHT -   364.00  (+/-2cm)     1194.2   (feet) VERTCON3
 EL1021  ______________________________________________________________________
 EL1021  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 EL1021  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 EL1021  HORZ ORDER      -  SECOND
 EL1021  VERT ORDER      -  THIRD ? (See Below)
 EL1021
 EL1021.The horizontal coordinates were established by classical geodetic methods
 EL1021.and adjusted by the National Geodetic Survey in November 1994.
 EL1021
 EL1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1021
 EL1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1021.GEOID18 height accuracy estimate available here.
 EL1021
 EL1021.The vertical order pertains to the NGVD 29 superseded value.
 EL1021
 EL1021.Click photographs - Photos may exist for this station.
 EL1021
 EL1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1021
 EL1021. The following values were computed from the NAD 83(1993) position.
 EL1021
 EL1021;                    North         East     Units Scale Factor Converg.
 EL1021;SPC OK S     -   167,296.623   622,301.150   MT  0.99994597   +0 08 18.3
 EL1021;SPC OK S     -   548,872.34  2,041,666.36   sFT  0.99994597   +0 08 18.3
 EL1021;UTM  14      - 3,856,149.065   613,724.073   MT  0.99975940   +0 42 38.5
 EL1021
 EL1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1021!SPC OK S     -   0.99994694  x   0.99994597  =   0.99989291
 EL1021!UTM  14      -   0.99994694  x   0.99975940  =   0.99970635
 EL1021
 EL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD1372456149(NAD 83)
 EL1021
 EL1021                          SUPERSEDED SURVEY CONTROL
 EL1021
 EL1021  NAD 83(1986)-  34 50 28.67492(N)    097 45 22.16861(W) AD(       ) 2
 EL1021  NAD 27      -  34 50 28.41759(N)    097 45 21.03828(W) AD(       ) 2
 EL1021  NGVD 29             363.91   (m)         1193.9    (f) LEVELING    3  
 EL1021
 EL1021.Superseded values are not recommended for survey control.
 EL1021
 EL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1021.See file dsdata.pdf to determine how the superseded data were derived.
 EL1021
 EL1021_MARKER: DB = BENCH MARK DISK
 EL1021_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL1021_STAMPING: TT 39 LEE 1948
 EL1021_MARK LOGO: USGS
 EL1021_PROJECTION: PROJECTING 15 CENTIMETERS
 EL1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL1021
 EL1021  HISTORY     - Date     Condition        Report By
 EL1021  HISTORY     - 1948     MONUMENTED       USGS
 EL1021  HISTORY     - 1957     GOOD             CGS
 EL1021
 EL1021                          STATION DESCRIPTION
 EL1021
 EL1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL1021'STATION IS ABOUT 3 MILES EAST OF BRADLEY, IN SECTION 5, T 4 N, R 5 W.
 EL1021'
 EL1021'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED TT
 EL1021'39 LEE 1948, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 6
 EL1021'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 91.5 FEET SOUTH OF
 EL1021'A POWERLINE POLE, 29 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD
 EL1021'AND 25 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD.  A TRAVERSE
 EL1021'CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION STATION
 EL1021'MORRIS.  THE DISTANCE = 102.421 M. (336.01 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0658 ***********************************************************************
 GH0658  DESIGNATION -  TT 40 L
 GH0658  PID         -  GH0658
 GH0658  STATE/COUNTY-  OK/KAY
 GH0658  COUNTRY     -  US
 GH0658  USGS QUAD   -  PECKHAM (2018)
 GH0658
 GH0658                         *CURRENT SURVEY CONTROL
 GH0658  ______________________________________________________________________
 GH0658* NAD 83(1997) POSITION- 36 53 01.06928(N) 097 08 17.69758(W)   ADJUSTED
 GH0658* NAVD 88 ORTHO HEIGHT -   352.95  (+/-2cm)     1158.0   (feet) VERTCON3
 GH0658  ______________________________________________________________________
 GH0658  GEOID HEIGHT    -        -28.959 (meters)                     GEOID18
 GH0658  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 GH0658  HORZ ORDER      -  SECOND
 GH0658  VERT ORDER      -  THIRD ? (See Below)
 GH0658
 GH0658.The horizontal coordinates were established by classical geodetic methods
 GH0658.and adjusted by the National Geodetic Survey in October 1998.
 GH0658
 GH0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0658
 GH0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0658.GEOID18 height accuracy estimate available here.
 GH0658
 GH0658.The vertical order pertains to the NGVD 29 superseded value.
 GH0658
 GH0658.Click photographs - Photos may exist for this station.
 GH0658
 GH0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0658
 GH0658. The following values were computed from the NAD 83(1997) position.
 GH0658
 GH0658;                    North         East     Units Scale Factor Converg.
 GH0658;SPC OK N     -   209,344.263   676,823.396   MT  1.00002343   +0 30 30.8
 GH0658;SPC OK N     -   686,823.64  2,220,544.76   sFT  1.00002343   +0 30 30.8
 GH0658;UTM  14      - 4,083,581.402   665,911.591   MT  0.99993912   +1 07 03.6
 GH0658
 GH0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0658!SPC OK N     -   0.99994916  x   1.00002343  =   0.99997259
 GH0658!UTM  14      -   0.99994916  x   0.99993912  =   0.99988828
 GH0658
 GH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6591183581(NAD 83)
 GH0658
 GH0658                          SUPERSEDED SURVEY CONTROL
 GH0658
 GH0658  NAD 83(1993)-  36 53 01.07000(N)    097 08 17.69611(W) AD(       ) 2
 GH0658  NAD 83(1986)-  36 53 01.08062(N)    097 08 17.68724(W) AD(       ) 2
 GH0658  NAD 27      -  36 53 00.96604(N)    097 08 16.54210(W) AD(       ) 2
 GH0658  NGVD 29             352.82   (m)         1157.5    (f) LEVELING    3  
 GH0658
 GH0658.Superseded values are not recommended for survey control.
 GH0658
 GH0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0658.See file dsdata.pdf to determine how the superseded data were derived.
 GH0658
 GH0658_MARKER: DD = SURVEY DISK
 GH0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0658_STAMPING: TT 40L 1930
 GH0658_MARK LOGO: USGS
 GH0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0658+STABILITY: SURFACE MOTION
 GH0658
 GH0658  HISTORY     - Date     Condition        Report By
 GH0658  HISTORY     - 1930     MONUMENTED       USGS
 GH0658
 GH0658                          STATION DESCRIPTION
 GH0658
 GH0658'DESCRIBED BY US GEOLOGICAL SURVEY 1930 (OSR)
 GH0658'LOCATED ABOUT 4-1/2 MILES WEST OF NEWKIRK, 2-1/4 MILES EAST AND 1/4
 GH0658'MILE SOUTH OF THE VILLAGE OF PECKMAN AND IN THE SOUTHWEST CORNER OF
 GH0658'SECTION 19, T28N, R2E.
 GH0658'
 GH0658'MARK IS A USGS STATION MARK DISK STAMPED T.T.40 L. 1930.  IT IS SET IN
 GH0658'THE TOP OF AN 8 INCH SQUARE, CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 GH0658'IS 79 FEET EAST OF DIRT ROAD CENTER, 32 FEET NORTH OF SURFACED ROAD
 GH0658'CENTER AND 8 FEET WEST OF A TELEPHONE POLE.  A TRAVERSE CONNECTION WAS
 GH0658'MADE TO TRIANGULATION STATION PECK, THE DISTANCE BEING 13.059 METERS
 GH0658'OR 42.84 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1509 ***********************************************************************
 DN1509  CBN         -  This is a Cooperative Base Network Control Station.
 DN1509  DESIGNATION -  TT 5 DC
 DN1509  PID         -  DN1509
 DN1509  STATE/COUNTY-  OK/BRYAN
 DN1509  COUNTRY     -  US
 DN1509  USGS QUAD   -  YUBA (2018)
 DN1509
 DN1509                         *CURRENT SURVEY CONTROL
 DN1509  ______________________________________________________________________
 DN1509* NAD 83(2011) POSITION- 33 51 53.50483(N) 096 09 50.98964(W)   ADJUSTED
 DN1509* NAD 83(2011) ELLIP HT-   131.060 (meters)        (06/27/12)   ADJUSTED
 DN1509* NAD 83(2011) EPOCH   -  2010.00
 DN1509* NAVD 88 ORTHO HEIGHT -   158.0   (meters)      518.    (feet) GPS OBS
 DN1509  ______________________________________________________________________
 DN1509  NAVD 88 orthometric height was determined with geoid model    GEOID96
 DN1509  GEOID HEIGHT    -        -26.783 (meters)                     GEOID96
 DN1509  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 DN1509  NAD 83(2011) X  -   -569,287.181 (meters)                     COMP
 DN1509  NAD 83(2011) Y  - -5,271,081.645 (meters)                     COMP
 DN1509  NAD 83(2011) Z  -  3,534,082.768 (meters)                     COMP
 DN1509  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 DN1509
 DN1509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN1509  Standards:
 DN1509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN1509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN1509  -------------------------------------------------------------------
 DN1509  NETWORK    2.34   4.78           0.99   0.92   2.44      0.14399589
 DN1509  -------------------------------------------------------------------
 DN1509  Click here for local accuracies and other accuracy information.
 DN1509
 DN1509.The horizontal coordinates were established by GPS observations
 DN1509.and adjusted by the National Geodetic Survey in June 2012.
 DN1509
 DN1509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN1509.been affixed to the stable North American tectonic plate. See 
 DN1509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN1509
 DN1509.The horizontal coordinates are valid at the epoch date displayed above
 DN1509.which is a decimal equivalence of Year/Month/Day.
 DN1509
 DN1509.The orthometric height was determined by GPS observations and a
 DN1509.high-resolution geoid model.
 DN1509
 DN1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1509.GEOID18 height accuracy estimate available here.
 DN1509
 DN1509.Click photographs - Photos may exist for this station.
 DN1509
 DN1509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1509
 DN1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1509
 DN1509.The ellipsoidal height was determined by GPS observations
 DN1509.and is referenced to NAD 83.
 DN1509
 DN1509. The following values were computed from the NAD 83(2011) position.
 DN1509
 DN1509;                    North         East     Units Scale Factor Converg.
 DN1509;SPC OK S     -    60,504.438   769,864.481   MT  1.00001417   +1 02 31.4
 DN1509;SPC OK S     -   198,504.98  2,525,797.05   sFT  1.00001417   +1 02 31.4
 DN1509;UTM  14      - 3,750,791.806   762,338.214   MT  1.00044849   +1 34 52.1
 DN1509
 DN1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1509!SPC OK S     -   0.99997943  x   1.00001417  =   0.99999360
 DN1509!UTM  14      -   0.99997943  x   1.00044849  =   1.00042791
 DN1509
 DN1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6233850791(NAD 83)
 DN1509
 DN1509                          SUPERSEDED SURVEY CONTROL
 DN1509
 DN1509  NAD 83(2007)-  33 51 53.50486(N)    096 09 50.99039(W) AD(2002.00) 0
 DN1509  ELLIP H (02/10/07)  131.078  (m)                       GP(2002.00)    
 DN1509  ELLIP H (04/16/01)  131.073  (m)                       GP(       ) 4 2
 DN1509  NAD 83(1993)-  33 51 53.50452(N)    096 09 50.99026(W) AD(       ) B
 DN1509  ELLIP H (05/09/94)  131.146  (m)                       GP(       ) 4 2
 DN1509  NAVD 88 (01/13/95)  158.0    (m)  UNKNOWN  model used  GPS OBS        
 DN1509  NAVD 88 (05/09/94)  158.0    (m)  GEOID93  model used  GPS OBS        
 DN1509
 DN1509.Superseded values are not recommended for survey control.
 DN1509
 DN1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1509.See file dsdata.pdf to determine how the superseded data were derived.
 DN1509
 DN1509_MARKER: DB = BENCH MARK DISK
 DN1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1509_STAMPING: TT 5 DC 518 1954
 DN1509_MARK LOGO: USGS
 DN1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1509+STABILITY: SURFACE MOTION
 DN1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1509+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DN1509
 DN1509  HISTORY     - Date     Condition        Report By
 DN1509  HISTORY     - 1954     MONUMENTED       USGS
 DN1509  HISTORY     - 19930504 GOOD             NGS
 DN1509
 DN1509                          STATION DESCRIPTION
 DN1509
 DN1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 DN1509'THE STATION IS LOCATED ABOUT 23 KM (14.30 MI) SOUTHEAST OF DURANT, 4
 DN1509'KM (2.50 MI) NORTH OF THE TEXAS BORDER, 1.5 KM (0.95 MI) SOUTH OF
 DN1509'ALBANY IN GRASS AT THE CENTER OF THE WEST EDGE OF A LARGE OPEN
 DN1509'PASTURE.  OWNERSHIP--RALPH WILSON, ROUTE 2, BOKCHITO, OK 74726. PHONE
 DN1509'405-924-0427.  CALL HIM IN ADVANCE TO LET HIM KNOW WHEN YOU WILL BE
 DN1509'OCCUPYING THIS STATION.
 DN1509'TO REACH FROM THE T-JUNCTION OF STATE HIGHWAYS 78 AND 70 E, ABOUT 6 KM
 DN1509'(3.70 MI) SOUTH OF DURANT, GO EAST ON HIGHWAY 70 E FOR 6.5 KM
 DN1509'(4.05 MI) TO A PAVED ROAD ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT
 DN1509'IN THE SMALL TOWN OF ROBERTA.  CONTINUE AHEAD, EAST, ON HIGHWAY 70 E
 DN1509'FOR 9.4 KM (5.85 MI) TO THE CENTER ONE OF THREE GRAVEL ROADS ON THE
 DN1509'RIGHT IN THE SMALL TOWN OF UTICA.  CONTINUE AHEAD, EAST, ON HIGHWAY
 DN1509'70 E FOR 4.5 KM (2.80 MI) TO THE CENTER ONE OF THREE SMALL BRIDGES IN
 DN1509'A GROUP. CONTINUE AHEAD, EAST, ON HIGHWAY 70 E FOR 3.35 KM (2.10 MI)
 DN1509'TO A PAVED CROSSROAD ON THE WEST SIDE OF THE POST OFFICE IN THE SMALL
 DN1509'TOWN OF ALBANY.  TURN RIGHT, SOUTH, ON THE PAVED ROAD FOR 1.66 KM
 DN1509'(1.05 MI) TO A GRAVEL CROSSROAD AND THE END OF THE PAVEMENT. CONTINUE
 DN1509'AHEAD, SOUTH, ON THE GRAVEL ROAD FOR 0.19 KM (0.10 MI) TO THE STATION
 DN1509'ON THE LEFT.
 DN1509'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 DN1509'PROJECTING 3 CM.  IT IS 35.5 M (116.5 FT) NORTH FROM A POWER POLE,
 DN1509'13.6 M (44.6 FT) EAST FROM THE CENTER, AND ABOUT 1.5 M (4.9 FT)
 DN1509'HIGHER THAN THE GRAVEL ROAD, 2.4 M (7.9 FT) EAST FROM A FIBERGLASS
 DN1509'WITNESS POST AND A METAL WITNESS POST IN A FENCELINE, AND 0.17 M
 DN1509'(0.56 FT) WEST OF A METAL WITNESS POST.
 DN1509'DESCRIBED BY D.G. AUG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0199 ***********************************************************************
 FK0199  DESIGNATION -  TT 6
 FK0199  PID         -  FK0199
 FK0199  STATE/COUNTY-  OK/CUSTER
 FK0199  COUNTRY     -  US
 FK0199  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0199
 FK0199                         *CURRENT SURVEY CONTROL
 FK0199  ______________________________________________________________________
 FK0199* NAD 83(1986) POSITION- 35 32 56.74   (N) 098 52 11.64   (W)   HD_HELD1
 FK0199* NAVD 88 ORTHO HEIGHT -   505.156 (meters)     1657.33  (feet) ADJUSTED
 FK0199  ______________________________________________________________________
 FK0199  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 FK0199  DYNAMIC HEIGHT  -        504.653 (meters)     1655.68  (feet) COMP
 FK0199  MODELED GRAVITY -    979,621.9   (mgal)                       NAVD 88
 FK0199
 FK0199  VERT ORDER      -  FIRST     CLASS II
 FK0199
 FK0199.The horizontal coordinates were determined by differentially corrected
 FK0199.hand held GPS observations or other comparable positioning techniques
 FK0199.and have an estimated accuracy of +/- 3 meters.
 FK0199
 FK0199.The orthometric height was determined by differential leveling and
 FK0199.adjusted by the NATIONAL GEODETIC SURVEY
 FK0199.in June 1991.
 FK0199
 FK0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0199.GEOID18 height accuracy estimate available here.
 FK0199
 FK0199.Click photographs - Photos may exist for this station.
 FK0199
 FK0199.The dynamic height is computed by dividing the NAVD 88
 FK0199.geopotential number by the normal gravity value computed on the
 FK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0199.degrees latitude (g = 980.6199 gals.).
 FK0199
 FK0199.The modeled gravity was interpolated from observed gravity values.
 FK0199
 FK0199;                    North         East    Units  Estimated Accuracy
 FK0199;SPC OK N     -    61,277.2     521,123.4     MT  (+/- 3 meters HH1 GPS) 
 FK0199
 FK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1179133946(NAD 83)
 FK0199
 FK0199                          SUPERSEDED SURVEY CONTROL
 FK0199
 FK0199  NGVD 29 (??/??/92)  504.951  (m)         1656.66   (f) ADJ UNCH    1 2
 FK0199
 FK0199.Superseded values are not recommended for survey control.
 FK0199
 FK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0199.See file dsdata.pdf to determine how the superseded data were derived.
 FK0199
 FK0199_MARKER: DB = BENCH MARK DISK
 FK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0199_STAMPING: TT 6 G B 1950
 FK0199_MARK LOGO: USGS
 FK0199_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0199+STABILITY: SURFACE MOTION
 FK0199
 FK0199  HISTORY     - Date     Condition        Report By
 FK0199  HISTORY     - 1950     MONUMENTED       USGS
 FK0199  HISTORY     - 1953     GOOD             CGS
 FK0199
 FK0199                          STATION DESCRIPTION
 FK0199
 FK0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0199'6.9 MI E FROM CLINTON.
 FK0199'6.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0199'RAILROAD FROM THE STATION AT CLINTON, 106 FEET NORTHEAST OF THE
 FK0199'CENTER OF A GRAVELED ROAD CROSSING, 41 FEET NORTH OF THE NORTH
 FK0199'RAIL OF THE MAIN TRACK, 6 FEET WEST OF A TELEPHONE POLE,
 FK0199'6 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST,
 FK0199'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 FK0199'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0833 ***********************************************************************
 GH0833  DESIGNATION -  TT 67 L
 GH0833  PID         -  GH0833
 GH0833  STATE/COUNTY-  OK/GRANT
 GH0833  COUNTRY     -  US
 GH0833  USGS QUAD   -  WAKITA SE (2018)
 GH0833
 GH0833                         *CURRENT SURVEY CONTROL
 GH0833  ______________________________________________________________________
 GH0833* NAD 83(1997) POSITION- 36 52 08.37389(N) 097 45 00.34206(W)   ADJUSTED
 GH0833* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 GH0833  ______________________________________________________________________
 GH0833  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 GH0833  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 GH0833  HORZ ORDER      -  SECOND
 GH0833
 GH0833.The horizontal coordinates were established by classical geodetic methods
 GH0833.and adjusted by the National Geodetic Survey in October 1998.
 GH0833
 GH0833.The orthometric height was scaled from a topographic map.
 GH0833
 GH0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0833.GEOID18 height accuracy estimate available here.
 GH0833
 GH0833.Click photographs - Photos may exist for this station.
 GH0833
 GH0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0833
 GH0833. The following values were computed from the NAD 83(1997) position.
 GH0833
 GH0833;                    North         East     Units Scale Factor Converg.
 GH0833;SPC OK N     -   207,407.547   622,282.992   MT  1.00002027   +0 08 50.9
 GH0833;SPC OK N     -   680,469.59  2,041,606.78   sFT  1.00002027   +0 08 50.9
 GH0833;UTM  14      - 4,081,068.608   611,404.634   MT  0.99975290   +0 45 00.0
 GH0833
 GH0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0833!SPC OK N     -   0.99995089  x   1.00002027  =   0.99997116
 GH0833!UTM  14      -   0.99995089  x   0.99975290  =   0.99970380
 GH0833
 GH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1140481068(NAD 83)
 GH0833
 GH0833                          SUPERSEDED SURVEY CONTROL
 GH0833
 GH0833  NAD 83(1993)-  36 52 08.37564(N)    097 45 00.34306(W) AD(       ) 2
 GH0833  NAD 83(1986)-  36 52 08.38134(N)    097 45 00.33304(W) AD(       ) 2
 GH0833  NAD 27      -  36 52 08.28724(N)    097 44 59.14083(W) AD(       ) 2
 GH0833
 GH0833.Superseded values are not recommended for survey control.
 GH0833
 GH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0833.See file dsdata.pdf to determine how the superseded data were derived.
 GH0833
 GH0833_MARKER: DB = BENCH MARK DISK
 GH0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0833_STAMPING: TT 67 L 1930
 GH0833_MARK LOGO: USGS
 GH0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0833+STABILITY: SURFACE MOTION
 GH0833
 GH0833  HISTORY     - Date     Condition        Report By
 GH0833  HISTORY     - 1930     MONUMENTED       USGS
 GH0833
 GH0833                          STATION DESCRIPTION
 GH0833
 GH0833'DESCRIBED BY US GEOLOGICAL SURVEY 1930 (OSR)
 GH0833'THE STATION IS LOCATED 1 MILE WEST AND 4 MILES NORTH OF MEDFORD, IN
 GH0833'THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 28, T28N, R5W, ON
 GH0833'THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 GH0833'
 GH0833'STATION IS A USGS DISK STAMPED TT 67 L.  IT HAS A TRIANGLE AND CROSS
 GH0833'CAST IN ITS CENTER, IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST
 GH0833'PROJECTING 2 INCHES.
 GH0833'
 GH0833'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLYDE TO
 GH0833'THIS MARK.  THE DISTANCE BEING 28.814M., (94.53 FT.) NORTHWEST OF THE
 GH0833'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0713 ***********************************************************************
 GH0713  DESIGNATION -  TT 7 76
 GH0713  PID         -  GH0713
 GH0713  STATE/COUNTY-  OK/PAYNE
 GH0713  COUNTRY     -  US
 GH0713  USGS QUAD   -  STILLWATER NORTH (2018)
 GH0713
 GH0713                         *CURRENT SURVEY CONTROL
 GH0713  ______________________________________________________________________
 GH0713* NAD 83(1993) POSITION- 36 07 49.88406(N) 097 04 43.03488(W)   ADJUSTED
 GH0713* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 GH0713  ______________________________________________________________________
 GH0713  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 GH0713  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 GH0713  HORZ ORDER      -  SECOND
 GH0713
 GH0713.The horizontal coordinates were established by classical geodetic methods
 GH0713.and adjusted by the National Geodetic Survey in November 1994.
 GH0713
 GH0713.The orthometric height was scaled from a topographic map.
 GH0713
 GH0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0713.GEOID18 height accuracy estimate available here.
 GH0713
 GH0713.Click photographs - Photos may exist for this station.
 GH0713
 GH0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0713
 GH0713. The following values were computed from the NAD 83(1993) position.
 GH0713
 GH0713;                    North         East     Units Scale Factor Converg.
 GH0713;SPC OK N     -   125,828.234   682,932.081   MT  0.99994562   +0 32 37.5
 GH0713;SPC OK N     -   412,821.46  2,240,586.34   sFT  0.99994562   +0 32 37.5
 GH0713;UTM  14      - 4,000,135.223   672,893.495   MT  0.99996833   +1 07 59.4
 GH0713
 GH0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0713!SPC OK N     -   0.99995748  x   0.99994562  =   0.99990311
 GH0713!UTM  14      -   0.99995748  x   0.99996833  =   0.99992582
 GH0713
 GH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7289300135(NAD 83)
 GH0713
 GH0713                          SUPERSEDED SURVEY CONTROL
 GH0713
 GH0713  NAD 83(1986)-  36 07 49.89415(N)    097 04 43.01920(W) AD(       ) 2
 GH0713  NAD 27      -  36 07 49.71600(N)    097 04 41.89500(W) AD(       ) 2
 GH0713
 GH0713.Superseded values are not recommended for survey control.
 GH0713
 GH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0713.See file dsdata.pdf to determine how the superseded data were derived.
 GH0713
 GH0713_MARKER: DD = SURVEY DISK
 GH0713_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0713_STAMPING: 7-76 TT 1938
 GH0713_MARK LOGO: OKCC
 GH0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0713
 GH0713  HISTORY     - Date     Condition        Report By
 GH0713  HISTORY     - 1938     MONUMENTED       OKCC
 GH0713
 GH0713                          STATION DESCRIPTION
 GH0713
 GH0713'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1938 (PLB)
 GH0713'IN THE NORTHERN PART OF THE CITY OF STILLWATER, AND ABOUT
 GH0713'.45 MILE NORTHWEST OF THE OKLAHOMA A. AND M. COLLEGE.  THE
 GH0713'STATION IS 26 PACES SOUTH OF THE SOUTHWEST CORNER OF P.S.
 GH0713'DONNELLS HOME (A WHITE FRAME TWO-STORY HOUSE), 11 PACES
 GH0713'NORTH OF THE CENTER LINE OF AN EAST-AND-WEST GRADED ROAD
 GH0713'AND 31 PACES WEST-NORTHWEST FROM INTERSECTION OF ROAD AND
 GH0713'DRIVEWAY LEADING TO THE DONNELL HOME.  STATION MARK IS A
 GH0713'COPPER DISK SET IN CONCRETE POST AND PROJECTING THREE INCHES
 GH0713'ABOVE THE GROUND.  IT IS STAMPED CONSERVATION COMMISSION OF
 GH0713'OKLAHOMA STATE SURVEY, 7-76 T.T. 1938.
 GH0713'
 GH0713'THIS IS AN INTERSECTION STATION.
 GH0713'
 GH0713'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0776 ***********************************************************************
 GH0776  DESIGNATION -  TT 7 H 50
 GH0776  PID         -  GH0776
 GH0776  STATE/COUNTY-  OK/LOGAN
 GH0776  COUNTRY     -  US
 GH0776  USGS QUAD   -  BRIDGE CREEK (2018)
 GH0776
 GH0776                         *CURRENT SURVEY CONTROL
 GH0776  ______________________________________________________________________
 GH0776* NAD 83(1993) POSITION- 36 06 57.24690(N) 097 35 46.58589(W)   ADJUSTED
 GH0776* NAVD 88 ORTHO HEIGHT -   322.85  (+/-2cm)     1059.2   (feet) VERTCON3
 GH0776  ______________________________________________________________________
 GH0776  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 GH0776  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 GH0776  HORZ ORDER      -  SECOND
 GH0776  VERT ORDER      -  THIRD ? (See Below)
 GH0776
 GH0776.The horizontal coordinates were established by classical geodetic methods
 GH0776.and adjusted by the National Geodetic Survey in November 1994.
 GH0776
 GH0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0776
 GH0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0776.GEOID18 height accuracy estimate available here.
 GH0776
 GH0776.The vertical order pertains to the NGVD 29 superseded value.
 GH0776
 GH0776.Click photographs - Photos may exist for this station.
 GH0776
 GH0776.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0776
 GH0776. The following values were computed from the NAD 83(1993) position.
 GH0776
 GH0776;                    North         East     Units Scale Factor Converg.
 GH0776;SPC OK N     -   123,887.955   636,346.024   MT  0.99994581   +0 14 17.7
 GH0776;SPC OK N     -   406,455.73  2,087,745.25   sFT  0.99994581   +0 14 17.7
 GH0776;UTM  14      - 3,997,716.062   626,333.010   MT  0.99979665   +0 49 39.0
 GH0776
 GH0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0776!SPC OK N     -   0.99995371  x   0.99994581  =   0.99989952
 GH0776!UTM  14      -   0.99995371  x   0.99979665  =   0.99975037
 GH0776
 GH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2633397716(NAD 83)
 GH0776
 GH0776                          SUPERSEDED SURVEY CONTROL
 GH0776
 GH0776  NAD 83(1986)-  36 06 57.25331(N)    097 35 46.57594(W) AD(       ) 2
 GH0776  NAD 27      -  36 06 57.11283(N)    097 35 45.39824(W) AD(       ) 2
 GH0776  NGVD 29             322.71   (m)         1058.8    (f) LEVELING    3  
 GH0776
 GH0776.Superseded values are not recommended for survey control.
 GH0776
 GH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0776.See file dsdata.pdf to determine how the superseded data were derived.
 GH0776
 GH0776_MARKER: DD = SURVEY DISK
 GH0776_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0776_STAMPING: 7 H 50 TT 1938
 GH0776_MARK LOGO: OKCC
 GH0776_PROJECTION: PROJECTING 10 CENTIMETERS
 GH0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0776
 GH0776  HISTORY     - Date     Condition        Report By
 GH0776  HISTORY     - 1938     MONUMENTED       OKCC
 GH0776  HISTORY     - 1955     GOOD             OKCC
 GH0776
 GH0776                          STATION DESCRIPTION
 GH0776
 GH0776'DESCRIBED BY OKLAHOMA CONSERVATION COMMISSION 1955 (NET)
 GH0776'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF LOVELL,
 GH0776'3.5 MILES SOUTHEAST OF MARSHALL, IN THE NORTHWEST 1/4 OF SECTION
 GH0776'23, T 19 N, R 4 W, IN THE NORTHWEST EDGE OF THE PLEASANT
 GH0776'RIDGE CEMETERY.
 GH0776'
 GH0776'IT IS A CONSERVATION COMMISSION OF OKLA. DISK SET IN THE TOP
 GH0776'OF A CONCRETE POST THAT PROJECTS 4 INCHES AND IS 12 FEET
 GH0776'SOUTHEAST OF THE NORTHWEST CORNER OF THE CEMETERY AND 7.971 METERS
 GH0776'SOUTHEAST OF TRIANGULATION STATION PLEASANT HILL FROM WHICH A
 GH0776'TRAVERSE CONNECTION WAS MADE.
 GH0776'
 GH0776'THE DISK IS STAMPED 7 H 50 TT 1938.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0869 ***********************************************************************
 GH0869  DESIGNATION -  TT 70 L
 GH0869  PID         -  GH0869
 GH0869  STATE/COUNTY-  OK/GRANT
 GH0869  COUNTRY     -  US
 GH0869  USGS QUAD   -  WAKITA NE (2018)
 GH0869
 GH0869                         *CURRENT SURVEY CONTROL
 GH0869  ______________________________________________________________________
 GH0869* NAD 83(1997) POSITION- 36 59 54.89549(N) 097 45 02.02618(W)   ADJUSTED
 GH0869* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 GH0869  ______________________________________________________________________
 GH0869  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 GH0869  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 GH0869  HORZ ORDER      -  SECOND
 GH0869
 GH0869.The horizontal coordinates were established by classical geodetic methods
 GH0869.and adjusted by the National Geodetic Survey in October 1998.
 GH0869
 GH0869.The orthometric height was scaled from a topographic map.
 GH0869
 GH0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0869.GEOID18 height accuracy estimate available here.
 GH0869
 GH0869.Click photographs - Photos may exist for this station.
 GH0869
 GH0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0869
 GH0869. The following values were computed from the NAD 83(1997) position.
 GH0869
 GH0869;                    North         East     Units Scale Factor Converg.
 GH0869;SPC OK N     -   221,789.253   622,204.330   MT  1.00005054   +0 08 49.9
 GH0869;SPC OK N     -   727,653.57  2,041,348.71   sFT  1.00005054   +0 08 49.9
 GH0869;UTM  14      - 4,095,444.626   611,174.523   MT  0.99975226   +0 45 07.1
 GH0869
 GH0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0869!SPC OK N     -   0.99994699  x   1.00005054  =   0.99999753
 GH0869!UTM  14      -   0.99994699  x   0.99975226  =   0.99969927
 GH0869
 GH0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1117495444(NAD 83)
 GH0869
 GH0869                          SUPERSEDED SURVEY CONTROL
 GH0869
 GH0869  NAD 83(1993)-  36 59 54.89814(N)    097 45 02.02717(W) AD(       ) 2
 GH0869  NAD 83(1986)-  36 59 54.90346(N)    097 45 02.01848(W) AD(       ) 2
 GH0869  NAD 27      -  36 59 54.81423(N)    097 45 00.82519(W) AD(       ) 2
 GH0869
 GH0869.Superseded values are not recommended for survey control.
 GH0869
 GH0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0869.See file dsdata.pdf to determine how the superseded data were derived.
 GH0869
 GH0869_MARKER: DB = BENCH MARK DISK
 GH0869_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0869_STAMPING: TT 70 L 1930
 GH0869_MARK LOGO: USGS
 GH0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0869
 GH0869  HISTORY     - Date     Condition        Report By
 GH0869  HISTORY     - 1930     MONUMENTED       USGS
 GH0869
 GH0869                          STATION DESCRIPTION
 GH0869
 GH0869'DESCRIBED BY US GEOLOGICAL SURVEY 1930 (OSR)
 GH0869'STATION IS ON THE RIGHT-OF-WAY OF A NORTH-SOUTH GRADED ROAD AND NEAR
 GH0869'THE OKLAHOMA-KANSAS STATE LINE, 8 MILES WEST AND 2-1/4 MILES SOUTH OF
 GH0869'CALDWELL, KANSAS AND IN THE NORTHWEST 1/4 OF SECTION 16, T29N, R5W.
 GH0869'IT IS A STANDARD USGS BENCH MARK DISK STAMPED T. T. 70 L 1930 SET AN
 GH0869'6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS IN
 GH0869'THE NORTHWEST CORNER OF A CULTIVATED FIELD, 59 FEET SOUTH OF THE
 GH0869'CENTER OF AN EAST-WEST ROAD AND 25 FEET EAST OF THE CENTER OF A ROAD
 GH0869'LEADING SOUTH.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 18 INCHES
 GH0869'SOUTH OF THE MARK.
 GH0869'
 GH0869'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLACK THE
 GH0869'DISTANCE = 14.2284 METERS (46.68 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0536 ***********************************************************************
 GH0536  DESIGNATION -  TT 73 L
 GH0536  PID         -  GH0536
 GH0536  STATE/COUNTY-  OK/GRANT
 GH0536  COUNTRY     -  US
 GH0536  USGS QUAD   -  MEDFORD NE (2018)
 GH0536
 GH0536                         *CURRENT SURVEY CONTROL
 GH0536  ______________________________________________________________________
 GH0536* NAD 83(1986) POSITION- 36 59 06.91   (N) 097 36 21.32   (W)   HD_HELD1
 GH0536* NAVD 88 ORTHO HEIGHT -   369.102 (meters)     1210.96  (feet) ADJUSTED
 GH0536  ______________________________________________________________________
 GH0536  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 GH0536  DYNAMIC HEIGHT  -        368.796 (meters)     1209.96  (feet) COMP
 GH0536  MODELED GRAVITY -    979,792.5   (mgal)                       NAVD 88
 GH0536
 GH0536  VERT ORDER      -  FIRST     CLASS II
 GH0536
 GH0536.The horizontal coordinates were determined by differentially corrected
 GH0536.hand held GPS observations or other comparable positioning techniques
 GH0536.and have an estimated accuracy of +/- 3 meters.
 GH0536
 GH0536.The orthometric height was determined by differential leveling and
 GH0536.adjusted by the NATIONAL GEODETIC SURVEY
 GH0536.in June 1991.
 GH0536
 GH0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0536.GEOID18 height accuracy estimate available here.
 GH0536
 GH0536.Click photographs - Photos may exist for this station.
 GH0536
 GH0536.The dynamic height is computed by dividing the NAVD 88
 GH0536.geopotential number by the normal gravity value computed on the
 GH0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0536.degrees latitude (g = 980.6199 gals.).
 GH0536
 GH0536.The modeled gravity was interpolated from observed gravity values.
 GH0536
 GH0536;                    North         East    Units  Estimated Accuracy
 GH0536;SPC OK N     -   220,352.6     635,085.9     MT  (+/- 3 meters HH1 GPS) 
 GH0536
 GH0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2406694144(NAD 83)
 GH0536
 GH0536                          SUPERSEDED SURVEY CONTROL
 GH0536
 GH0536  NGVD 29 (??/??/92)  368.994  (m)         1210.61   (f) ADJ UNCH    1 2
 GH0536
 GH0536.Superseded values are not recommended for survey control.
 GH0536
 GH0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0536.See file dsdata.pdf to determine how the superseded data were derived.
 GH0536
 GH0536_MARKER: DB = BENCH MARK DISK
 GH0536_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0536_STAMPING: TT 73 L 1930
 GH0536_MARK LOGO: USGS
 GH0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0536
 GH0536  HISTORY     - Date     Condition        Report By
 GH0536  HISTORY     - 1930     MONUMENTED       USGS
 GH0536  HISTORY     - 1933     GOOD             CGS
 GH0536
 GH0536                          STATION DESCRIPTION
 GH0536
 GH0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GH0536'3 MI S FROM CALDWELL.
 GH0536'IN GRANT COUNTY, OKLAHOMA, 3.0 MILES SOUTH OF CALDWELL, SUMNER
 GH0536'COUNTY, KANSAS, 1.0 MILE SOUTH OF THE VIADUCT OVER THE CHICAGO,
 GH0536'ROCK ISLAND AND PACIFIC RAILROAD AT THE KANSAS-OKLAHOMA STATE
 GH0536'LINE, 1/2 MILE EAST OF THE TRACK, 57 YARDS EAST OF THE SOUTHWEST
 GH0536'CORNER OF SECTION 14, AND 10 YARDS NORTH OF THE CENTER LINE
 GH0536'OF AN EAST-AND-WEST ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 GH0536'STANDARD DISK, STAMPED T T 73 L 1930 AND SET IN THE TOP OF
 GH0536'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0505 ***********************************************************************
 GH0505  DESIGNATION -  TT 77 L
 GH0505  PID         -  GH0505
 GH0505  STATE/COUNTY-  OK/GRANT
 GH0505  COUNTRY     -  US
 GH0505  USGS QUAD   -  MEDFORD (2018)
 GH0505
 GH0505                         *CURRENT SURVEY CONTROL
 GH0505  ______________________________________________________________________
 GH0505* NAD 83(1986) POSITION- 36 48 24.83   (N) 097 43 55.94   (W)   HD_HELD1
 GH0505* NAVD 88 ORTHO HEIGHT -   333.244 (meters)     1093.32  (feet) ADJUSTED
 GH0505  ______________________________________________________________________
 GH0505  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GH0505  DYNAMIC HEIGHT  -        332.966 (meters)     1092.41  (feet) COMP
 GH0505  MODELED GRAVITY -    979,786.2   (mgal)                       NAVD 88
 GH0505
 GH0505  VERT ORDER      -  FIRST     CLASS II
 GH0505
 GH0505.The horizontal coordinates were determined by differentially corrected
 GH0505.hand held GPS observations or other comparable positioning techniques
 GH0505.and have an estimated accuracy of +/- 3 meters.
 GH0505
 GH0505.The orthometric height was determined by differential leveling and
 GH0505.adjusted by the NATIONAL GEODETIC SURVEY
 GH0505.in June 1991.
 GH0505
 GH0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0505.GEOID18 height accuracy estimate available here.
 GH0505
 GH0505.Click photographs - Photos may exist for this station.
 GH0505
 GH0505.The dynamic height is computed by dividing the NAVD 88
 GH0505.geopotential number by the normal gravity value computed on the
 GH0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0505.degrees latitude (g = 980.6199 gals.).
 GH0505
 GH0505.The modeled gravity was interpolated from observed gravity values.
 GH0505
 GH0505;                    North         East    Units  Estimated Accuracy
 GH0505;SPC OK N     -   200,520.7     623,897.1     MT  (+/- 3 meters HH1 GPS) 
 GH0505
 GH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1309074200(NAD 83)
 GH0505
 GH0505                          SUPERSEDED SURVEY CONTROL
 GH0505
 GH0505  NGVD 29 (??/??/92)  333.123  (m)         1092.92   (f) ADJ UNCH    1 2
 GH0505
 GH0505.Superseded values are not recommended for survey control.
 GH0505
 GH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0505.See file dsdata.pdf to determine how the superseded data were derived.
 GH0505
 GH0505_MARKER: DB = BENCH MARK DISK
 GH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0505_STAMPING: TT 77 L 1930
 GH0505_MARK LOGO: USGS
 GH0505_PROJECTION: RECESSED 12 CENTIMETERS
 GH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0505+STABILITY: SURFACE MOTION
 GH0505
 GH0505  HISTORY     - Date     Condition        Report By
 GH0505  HISTORY     - 1930     MONUMENTED       USGS
 GH0505  HISTORY     - 1953     GOOD             CGS
 GH0505  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0505
 GH0505                          STATION DESCRIPTION
 GH0505
 GH0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0505'AT MEDFORD.
 GH0505'AT MEDFORD, 198 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHICAGO,
 GH0505'ROCK ISLAND AND PACIFIC RAILROAD STATION, 26 FEET SOUTH OF THE
 GH0505'CENTER LINE OF AN EAST AND WEST STREET, 17.4 FEET WEST OF THE WEST
 GH0505'RAIL OF THE MAIN TRACK, 3 FEET SOUTH OF A ROAD CROSSING SIGN,
 GH0505'1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0505'POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
 GH0505
 GH0505                          STATION RECOVERY (1985)
 GH0505
 GH0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0505'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0840 ***********************************************************************
 EM0840  DESIGNATION -  TT 8 E
 EM0840  PID         -  EM0840
 EM0840  STATE/COUNTY-  OK/COMANCHE
 EM0840  COUNTRY     -  US
 EM0840  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0840
 EM0840                         *CURRENT SURVEY CONTROL
 EM0840  ______________________________________________________________________
 EM0840* NAD 83(1993) POSITION- 34 42 31.24926(N) 098 37 41.36019(W)   ADJUSTED
 EM0840* NAVD 88 ORTHO HEIGHT -   452.47  (+/-2cm)     1484.5   (feet) VERTCON3
 EM0840  ______________________________________________________________________
 EM0840  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 EM0840  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 EM0840  HORZ ORDER      -  THIRD
 EM0840  VERT ORDER      -  THIRD ? (See Below)
 EM0840
 EM0840.The horizontal coordinates were established by classical geodetic methods
 EM0840.and adjusted by the National Geodetic Survey in November 1994.
 EM0840
 EM0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0840
 EM0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0840.GEOID18 height accuracy estimate available here.
 EM0840
 EM0840.The vertical order pertains to the NGVD 29 superseded value.
 EM0840
 EM0840.Click photographs - Photos may exist for this station.
 EM0840
 EM0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0840
 EM0840. The following values were computed from the NAD 83(1993) position.
 EM0840
 EM0840;                    North         East     Units Scale Factor Converg.
 EM0840;SPC OK S     -   152,737.533   542,458.256   MT  0.99993829   -0 21 23.6
 EM0840;SPC OK S     -   501,106.39  1,779,715.13   sFT  0.99993829   -0 21 23.6
 EM0840;UTM  14      - 3,840,800.515   534,051.319   MT  0.99961429   +0 12 42.2
 EM0840
 EM0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0840!SPC OK S     -   0.99993298  x   0.99993829  =   0.99987128
 EM0840!UTM  14      -   0.99993298  x   0.99961429  =   0.99954730
 EM0840
 EM0840:                Primary Azimuth Mark                     Grid Az
 EM0840:SPC OK S     -  EDGE                                     127 03 21.7
 EM0840:UTM  14      -  EDGE                                     126 29 15.9
 EM0840
 EM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3405140800(NAD 83)
 EM0840
 EM0840|---------------------------------------------------------------------|
 EM0840| PID    Reference Object                     Distance      Geod. Az  |
 EM0840|                                                           dddmmss.s |
 EM0840| EM0809 EDGE                                APPROX. 1.2 KM 1264158.1 |
 EM0840|---------------------------------------------------------------------|
 EM0840
 EM0840                          SUPERSEDED SURVEY CONTROL
 EM0840
 EM0840  NAD 83(1986)-  34 42 31.25484(N)    098 37 41.34460(W) AD(       ) 3
 EM0840  NAD 27      -  34 42 30.99900(N)    098 37 40.12200(W) AD(       ) 3
 EM0840  NGVD 29             452.32   (m)         1484.0    (f) LEVELING    3  
 EM0840
 EM0840.Superseded values are not recommended for survey control.
 EM0840
 EM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0840.See file dsdata.pdf to determine how the superseded data were derived.
 EM0840
 EM0840_MARKER: DB = BENCH MARK DISK
 EM0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0840_STAMPING: TT 8 E 1936 1484
 EM0840_MARK LOGO: USGS
 EM0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0840+STABILITY: SURFACE MOTION
 EM0840
 EM0840  HISTORY     - Date     Condition        Report By
 EM0840  HISTORY     - 1936     MONUMENTED       USGS
 EM0840
 EM0840                          STATION DESCRIPTION
 EM0840
 EM0840'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 EM0840'NEAR CENTER OF TRIANGLE AT CACHE WYE ABOUT 5.7 MILES N OF
 EM0840'CACHE.  MARKED BY A STANDARD USGS BENCH MARK DISC. STAMPED
 EM0840'TT8E 1936, 1484 FT., SET IN CONCRETE BLOCK 102 FT. E OF N-S
 EM0840'ROAD AT E ROAD PRODUCED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0903 ***********************************************************************
 EK0903  DESIGNATION -  TT 8 MT
 EK0903  PID         -  EK0903
 EK0903  STATE/COUNTY-  OK/MCCURTAIN
 EK0903  COUNTRY     -  US
 EK0903  USGS QUAD   -  BROKEN BOW (2018)
 EK0903
 EK0903                         *CURRENT SURVEY CONTROL
 EK0903  ______________________________________________________________________
 EK0903* NAD 83(1993) POSITION- 34 01 17.47694(N) 094 44 30.75396(W)   ADJUSTED
 EK0903* NAVD 88 ORTHO HEIGHT -   147.64  (+/-2cm)      484.4   (feet) VERTCON3
 EK0903  ______________________________________________________________________
 EK0903  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 EK0903  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 EK0903  HORZ ORDER      -  SECOND
 EK0903  VERT ORDER      -  THIRD ? (See Below)
 EK0903
 EK0903.The horizontal coordinates were established by classical geodetic methods
 EK0903.and adjusted by the National Geodetic Survey in November 1994.
 EK0903
 EK0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK0903
 EK0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0903.GEOID18 height accuracy estimate available here.
 EK0903
 EK0903.The vertical order pertains to the NGVD 29 superseded value.
 EK0903
 EK0903.Click photographs - Photos may exist for this station.
 EK0903
 EK0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0903
 EK0903. The following values were computed from the NAD 83(1993) position.
 EK0903
 EK0903;                    North         East     Units Scale Factor Converg.
 EK0903;SPC OK S     -    81,192.564   900,868.035   MT  0.99998383   +1 50 57.7
 EK0903;SPC OK S     -   266,379.27  2,955,597.88   sFT  0.99998383   +1 50 57.7
 EK0903;UTM  15      - 3,765,910.297   339,172.757   MT  0.99991885   -0 58 29.3
 EK0903
 EK0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0903!SPC OK S     -   0.99998123  x   0.99998383  =   0.99996506
 EK0903!UTM  15      -   0.99998123  x   0.99991885  =   0.99990008
 EK0903
 EK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3917265910(NAD 83)
 EK0903
 EK0903                          SUPERSEDED SURVEY CONTROL
 EK0903
 EK0903  NAD 83(1986)-  34 01 17.48247(N)    094 44 30.74580(W) AD(       ) 2
 EK0903  NAD 27      -  34 01 17.08600(N)    094 44 29.97100(W) AD(       ) 2
 EK0903  NGVD 29             147.62   (m)          484.3    (f) LEVELING    3  
 EK0903
 EK0903.Superseded values are not recommended for survey control.
 EK0903
 EK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0903.See file dsdata.pdf to determine how the superseded data were derived.
 EK0903
 EK0903_MARKER: DB = BENCH MARK DISK
 EK0903_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0903_STAMPING: TT 8 MT 1949
 EK0903_MARK LOGO: USGS
 EK0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0903
 EK0903  HISTORY     - Date     Condition        Report By
 EK0903  HISTORY     - 1949     MONUMENTED       USGS
 EK0903
 EK0903                          STATION DESCRIPTION
 EK0903
 EK0903'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DAJ)
 EK0903'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF BROKEN BOW AND IN THE
 EK0903'NORTHEAST CORNER OF THE BALL PARK.  IT IS 79.5 FEET SOUTH OF THE
 EK0903'CENTERLINE OF AN EAST AND WEST STREET AND 13 FEET WEST OF THE EAST
 EK0903'BOUNDARY FENCE OF THE BALL PARK.  IT IS A STANDARD USGS BENCH MARK SET
 EK0903'IN A 6 X 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND THE
 EK0903'DISK IS STAMPED TT 8 MT 1949.
 EK0903'
 EK0903'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BROKEN BOW
 EK0903'TO TT 8 MT.  IT IS 55.66 FEET OR 16.964 METERS NORTH.
 EK0903'
 EK0903'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE HIGHWAY 21 IN
 EK0903'THE SOUTHWEST PART OF BROKEN BOW, GO SOUTH ON HIGHWAYS 70 AND 21 FOR
 EK0903'0.35 MILE TO A GRAVELED STREET RIGHT, TURN RIGHT (WEST) 0.1 MILE TO
 EK0903'THE NORTHEAST CORNER OF THE BALL PARK AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0458 ***********************************************************************
 GH0458  DESIGNATION -  TT 9 C 7
 GH0458  PID         -  GH0458
 GH0458  STATE/COUNTY-  OK/GARFIELD
 GH0458  COUNTRY     -  US
 GH0458  USGS QUAD   -  COVINGTON (2018)
 GH0458
 GH0458                         *CURRENT SURVEY CONTROL
 GH0458  ______________________________________________________________________
 GH0458* NAD 83(1986) POSITION- 36 17 09.     (N) 097 32 45.     (W)   SCALED
 GH0458* NAVD 88 ORTHO HEIGHT -   351.38  (+/-2cm)     1152.8   (feet) VERTCON3
 GH0458  ______________________________________________________________________
 GH0458  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 GH0458  VERT ORDER      -  ? (See Below)
 GH0458
 GH0458.The horizontal coordinates were scaled from a map and have
 GH0458.an estimated accuracy of +/- 6 seconds.
 GH0458
 GH0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0458
 GH0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0458.GEOID18 height accuracy estimate available here.
 GH0458
 GH0458.The vertical order pertains to the NGVD 29 superseded value.
 GH0458
 GH0458.Click photographs - Photos may exist for this station.
 GH0458
 GH0458;                    North         East    Units  Estimated Accuracy
 GH0458;SPC OK N     -   142,760.      640,800.      MT  (+/- 180 meters Scaled)
 GH0458
 GH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF305166(NAD 83)
 GH0458
 GH0458                          SUPERSEDED SURVEY CONTROL
 GH0458
 GH0458  NGVD 29 (??/??/92)  351.239  (m)         1152.36   (f) ADJ UNCH       
 GH0458
 GH0458.Superseded values are not recommended for survey control.
 GH0458
 GH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0458.See file dsdata.pdf to determine how the superseded data were derived.
 GH0458
 GH0458_MARKER: N = NAIL
 GH0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0458+STABILITY: SURFACE MOTION
 GH0458
 GH0458  HISTORY     - Date     Condition        Report By
 GH0458  HISTORY     - 1934     MONUMENTED       OKGS
 GH0458
 GH0458                          STATION DESCRIPTION
 GH0458
 GH0458'DESCRIBED BY OKLAHOMA GEODETIC SURVEY 1934
 GH0458'10.1 MI E FROM FAIRMONT.
 GH0458'10.1 MILES EAST OF ST. L. AND S.F. RR DEPOT, AT FAIRMONT, AT
 GH0458'MILEPOST 532/25.  ON ST. LOUIS AND SAN FRANCISCO RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0824 ***********************************************************************
 EM0824  DESIGNATION -  TT 9 E
 EM0824  PID         -  EM0824
 EM0824  STATE/COUNTY-  OK/COMANCHE
 EM0824  COUNTRY     -  US
 EM0824  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0824
 EM0824                         *CURRENT SURVEY CONTROL
 EM0824  ______________________________________________________________________
 EM0824* NAD 83(1993) POSITION- 34 44 13.96951(N) 098 34 57.84794(W)   ADJUSTED
 EM0824* NAVD 88 ORTHO HEIGHT -   505.82  (+/-2cm)     1659.5   (feet) VERTCON3
 EM0824  ______________________________________________________________________
 EM0824  GEOID HEIGHT    -        -25.499 (meters)                     GEOID18
 EM0824  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 EM0824  HORZ ORDER      -  THIRD
 EM0824  VERT ORDER      -  THIRD ? (See Below)
 EM0824
 EM0824.The horizontal coordinates were established by classical geodetic methods
 EM0824.and adjusted by the National Geodetic Survey in November 1994.
 EM0824
 EM0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0824
 EM0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0824.GEOID18 height accuracy estimate available here.
 EM0824
 EM0824.The vertical order pertains to the NGVD 29 superseded value.
 EM0824
 EM0824.Click photographs - Photos may exist for this station.
 EM0824
 EM0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0824
 EM0824. The following values were computed from the NAD 83(1993) position.
 EM0824
 EM0824;                    North         East     Units Scale Factor Converg.
 EM0824;SPC OK S     -   155,877.698   546,637.154   MT  0.99993949   -0 19 50.8
 EM0824;SPC OK S     -   511,408.75  1,793,425.40   sFT  0.99993949   -0 19 50.8
 EM0824;UTM  14      - 3,843,980.956   538,197.521   MT  0.99961798   +0 14 16.0
 EM0824
 EM0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0824!SPC OK S     -   0.99992461  x   0.99993949  =   0.99986410
 EM0824!UTM  14      -   0.99992461  x   0.99961798  =   0.99954262
 EM0824
 EM0824:                Primary Azimuth Mark                     Grid Az
 EM0824:SPC OK S     -  KETCH                                    185 58 38.5
 EM0824:UTM  14      -  KETCH                                    185 24 31.7
 EM0824
 EM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3819743980(NAD 83)
 EM0824
 EM0824|---------------------------------------------------------------------|
 EM0824| PID    Reference Object                     Distance      Geod. Az  |
 EM0824|                                                           dddmmss.s |
 EM0824| EM0802 KETCH                               APPROX. 1.6 KM 1853847.7 |
 EM0824|---------------------------------------------------------------------|
 EM0824
 EM0824                          SUPERSEDED SURVEY CONTROL
 EM0824
 EM0824  NAD 83(1986)-  34 44 13.97490(N)    098 34 57.83289(W) AD(       ) 3
 EM0824  NAD 27      -  34 44 13.73200(N)    098 34 56.61600(W) AD(       ) 3
 EM0824  NGVD 29             505.66   (m)         1659.0    (f) LEVELING    3  
 EM0824
 EM0824.Superseded values are not recommended for survey control.
 EM0824
 EM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0824.See file dsdata.pdf to determine how the superseded data were derived.
 EM0824
 EM0824_MARKER: DB = BENCH MARK DISK
 EM0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0824_STAMPING: TT 9 E 1936 1660
 EM0824_MARK LOGO: USGS
 EM0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0824+STABILITY: SURFACE MOTION
 EM0824
 EM0824  HISTORY     - Date     Condition        Report By
 EM0824  HISTORY     - 1936     MONUMENTED       USGS
 EM0824  HISTORY     - 1945     GOOD             CGS
 EM0824  HISTORY     - 20250315 MARK NOT FOUND   INDIV
 EM0824
 EM0824                          STATION DESCRIPTION
 EM0824
 EM0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EM0824'NEAR THE NORTH END OF MEERS WYE ONE MILE S OF MT. ROOSEVELT.
 EM0824'MARKED BY STANDARD U.S.G.S. BENCH MARK DISC, STAMPED TT 9 E
 EM0824'1936 1660 FEET SET IN CONCRETE BLOCK 101 FT. S OF ROAD JUNCTION.
 EM0824
 EM0824                          STATION RECOVERY (2025)
 EM0824
 EM0824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2025 (MH)
 EM0824'A BROKEN CONCRETE BASE WAS FOUND IN THREE PIECES ON THE SURFACE AT THE
 EM0824'LOCATION DESCRIBED ON THE DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0847 ***********************************************************************
 GH0847  DESIGNATION -  TT 94 L
 GH0847  PID         -  GH0847
 GH0847  STATE/COUNTY-  OK/GARFIELD
 GH0847  COUNTRY     -  US
 GH0847  USGS QUAD   -  HUNTER (2018)
 GH0847
 GH0847                         *CURRENT SURVEY CONTROL
 GH0847  ______________________________________________________________________
 GH0847* NAD 83(1993) POSITION- 36 30 23.78365(N) 097 44 49.80700(W)   ADJUSTED
 GH0847* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 GH0847  ______________________________________________________________________
 GH0847  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 GH0847  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 GH0847  HORZ ORDER      -  SECOND
 GH0847
 GH0847.The horizontal coordinates were established by classical geodetic methods
 GH0847.and adjusted by the National Geodetic Survey in November 1994.
 GH0847
 GH0847.The orthometric height was scaled from a topographic map.
 GH0847
 GH0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0847.GEOID18 height accuracy estimate available here.
 GH0847
 GH0847.Click photographs - Photos may exist for this station.
 GH0847
 GH0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0847
 GH0847. The following values were computed from the NAD 83(1993) position.
 GH0847
 GH0847;                    North         East     Units Scale Factor Converg.
 GH0847;SPC OK N     -   167,194.185   622,648.652   MT  0.99996288   +0 08 57.1
 GH0847;SPC OK N     -   548,536.26  2,042,806.45   sFT  0.99996288   +0 08 57.1
 GH0847;UTM  14      - 4,040,870.690   612,190.750   MT  0.99975507   +0 44 43.5
 GH0847
 GH0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0847!SPC OK N     -   0.99994975  x   0.99996288  =   0.99991264
 GH0847!UTM  14      -   0.99994975  x   0.99975507  =   0.99970484
 GH0847
 GH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1219040870(NAD 83)
 GH0847
 GH0847                          SUPERSEDED SURVEY CONTROL
 GH0847
 GH0847  NAD 83(1986)-  36 30 23.79220(N)    097 44 49.79686(W) AD(       ) 2
 GH0847  NAD 27      -  36 30 23.67698(N)    097 44 48.60025(W) AD(       ) 2
 GH0847
 GH0847.Superseded values are not recommended for survey control.
 GH0847
 GH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0847.See file dsdata.pdf to determine how the superseded data were derived.
 GH0847
 GH0847_MARKER: DD = SURVEY DISK
 GH0847_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0847_STAMPING: TT 94 L 1142 1930
 GH0847_MARK LOGO: USGS
 GH0847_PROJECTION: FLUSH
 GH0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0847
 GH0847  HISTORY     - Date     Condition        Report By
 GH0847  HISTORY     - 1930     MONUMENTED       USGS
 GH0847
 GH0847                          STATION DESCRIPTION
 GH0847
 GH0847'DESCRIBED BY US GEOLOGICAL SURVEY 1930 (JCC)
 GH0847'THE STATION IS ABOUT 4-3/4 MILES WEST AND 4 MILES SOUTH OF HUNTER, IN
 GH0847'PASTURE LAND, ON THE WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD.
 GH0847'
 GH0847'IT IS 24.1 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 GH0847'NORTH-SOUTH FENCE AND 64.9 FEET NORTH OF THE CENTERLINE OF AN
 GH0847'EAST-WEST ROAD.  IT IS A USGS BRONZE DISK STAMPED T.T. 94 L. 1142
 GH0847'1930, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0847'GROUND.
 GH0847'
 GH0847'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION UNION, THE
 GH0847'DISTANCE BEING 95.59 FEET, 29.135 METERS NORTH-NORTHEAST OF STATION
 GH0847'UNION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1226 ***********************************************************************
 FJ1226  DESIGNATION -  TUCHKA
 FJ1226  PID         -  FJ1226
 FJ1226  STATE/COUNTY-  OK/SEMINOLE
 FJ1226  COUNTRY     -  US
 FJ1226  USGS QUAD   -  SHAWNEE NE (2018)
 FJ1226
 FJ1226                         *CURRENT SURVEY CONTROL
 FJ1226  ______________________________________________________________________
 FJ1226* NAD 83(1993) POSITION- 35 22 37.31658(N) 096 45 05.51488(W)   ADJUSTED
 FJ1226* NAVD 88 ORTHO HEIGHT -   304.    (meters)      997.    (feet) SCALED
 FJ1226  ______________________________________________________________________
 FJ1226  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 FJ1226  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 FJ1226  HORZ ORDER      -  THIRD
 FJ1226
 FJ1226.The horizontal coordinates were established by classical geodetic methods
 FJ1226.and adjusted by the National Geodetic Survey in November 1994.
 FJ1226
 FJ1226.The orthometric height was scaled from a topographic map.
 FJ1226
 FJ1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1226.GEOID18 height accuracy estimate available here.
 FJ1226
 FJ1226.Click photographs - Photos may exist for this station.
 FJ1226
 FJ1226.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1226
 FJ1226. The following values were computed from the NAD 83(1993) position.
 FJ1226
 FJ1226;                    North         East     Units Scale Factor Converg.
 FJ1226;SPC OK S     -   227,405.992   713,445.810   MT  1.00003156   +0 42 31.1
 FJ1226;SPC OK S     -   746,081.16  2,340,696.79   sFT  1.00003156   +0 42 31.1
 FJ1226;UTM  14      - 3,917,176.787   704,248.284   MT  1.00011413   +1 18 08.0
 FJ1226
 FJ1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1226!SPC OK S     -   0.99995658  x   1.00003156  =   0.99998814
 FJ1226!UTM  14      -   0.99995658  x   1.00011413  =   1.00007070
 FJ1226
 FJ1226:                Primary Azimuth Mark                     Grid Az
 FJ1226:SPC OK S     -  TUCHKA AZ MK                             088 47 11.1
 FJ1226:UTM  14      -  TUCHKA AZ MK                             088 11 34.2
 FJ1226
 FJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0424817176(NAD 83)
 FJ1226
 FJ1226|---------------------------------------------------------------------|
 FJ1226| PID    Reference Object                     Distance      Geod. Az  |
 FJ1226|                                                           dddmmss.s |
 FJ1226| CI3445 TUCHKA RM 1                           8.592 METERS 06131     |
 FJ1226| CI3444 TUCHKA AZ MK                                       0892942.2 |
 FJ1226| CI3446 TUCHKA RM 2                           8.694 METERS 33226     |
 FJ1226|---------------------------------------------------------------------|
 FJ1226
 FJ1226                          SUPERSEDED SURVEY CONTROL
 FJ1226
 FJ1226  NAD 83(1986)-  35 22 37.32129(N)    096 45 05.49568(W) AD(       ) 3
 FJ1226  NAD 27      -  35 22 37.06036(N)    096 45 04.41691(W) AD(       ) 3
 FJ1226
 FJ1226.Superseded values are not recommended for survey control.
 FJ1226
 FJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1226.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1226
 FJ1226_MARKER: DS = TRIANGULATION STATION DISK
 FJ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1226_STAMPING: TUCHKA 1957
 FJ1226_MARK LOGO: CGS
 FJ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1226+STABILITY: SURFACE MOTION
 FJ1226
 FJ1226  HISTORY     - Date     Condition        Report By
 FJ1226  HISTORY     - 1957     MONUMENTED       CGS
 FJ1226
 FJ1226                          STATION DESCRIPTION
 FJ1226
 FJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1226'STATION IS ABOUT 12 MILES NORTH-NORTHWEST OF SEMINOLE, 10
 FJ1226'MILES EAST-NORTHEAST OF SHAWNEE, ON THE NORTH SIDE OF NORTHWEST
 FJ1226'1/4 OF SECTION 2, T. 10 N., R. 5 E., ON THE LAND OWNED BY MR. ERVIN
 FJ1226'KRUEGER.
 FJ1226'
 FJ1226'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE
 FJ1226'HIGHWAY 18 IN THE NORTHEAST EDGE OF SHAWNEE, GO EAST ON
 FJ1226'U.S. HIGHWAY 270 FOR 6.8 MILES TO CROSSROADS, CONTINUE STRAIGHT
 FJ1226'AHEAD (EAST) FOR 0.2 MILES TO WHERE THE HIGHWAY CURVES TO THE
 FJ1226'RIGHT AND A GRAVEL ROAD LEADS STRAIGHT AHEAD, CONTINUE STRAIGHT
 FJ1226'AHEAD AND GO EAST FOR 1.5 MILES TO CROSSROADS, TURN LEFT
 FJ1226'AND GO NORTH FOR 3.0 MILES TO CROSSROADS, TURN RIGHT AND GO
 FJ1226'EAST FOR 0.45 MILES TO CROSSROADS AND THE STATION ON THE
 FJ1226'RIGHT.
 FJ1226'
 FJ1226'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 FJ1226'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FJ1226'
 FJ1226'STATION MARKS ARE STANDARD DISKS, STAMPED TUCHKA 1957.  THE
 FJ1226'SURFACE MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE
 FJ1226'POST WHICH PROJECTS 2 INCHES.  IT IS 67 FEET SOUTHWEST OF
 FJ1226'THE CENTER OF CROSSROADS, 40 FEET SOUTHWEST OF A FENCE CORNER,
 FJ1226'35 FEET WEST OF THE NORTH END OF A CATTLE GUARD, 15 FEET
 FJ1226'SOUTHEAST OF A TELEPHONE POLE, 200 FEET SOUTHWEST OF THE
 FJ1226'SOUTHWEST CORNER OF A HOUSE.  A 4 IN X 4 IN WHITE WITNESS
 FJ1226'POST WAS SET 27 FEET NORTHEAST OF THE MARK.  THE UNDERGROUND
 FJ1226'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 FJ1226'THE GROUND SURFACE.
 FJ1226'
 FJ1226'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TUCHKA NO 1 1957,
 FJ1226'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1226'PROJECTS 6 INCHES.  IT IS 72 FEET SOUTHWEST OF A POWERLINE
 FJ1226'POLE, 45 FEET SOUTHWEST OF THE CENTER OF CROSSROADS, 11 FEET
 FJ1226'WEST OF THE NORTH END OF A CATTLE GUARD AND 1 FOOT WEST OF
 FJ1226'A FENCE.
 FJ1226'
 FJ1226'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TUCHKA NO 2 1957,
 FJ1226'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1226'PROJECTS 2 INCHES.  IT IS 34 FEET WEST OF A FENCE CORNER,
 FJ1226'24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 13 FEET NORTH
 FJ1226'OF A TELEPHONE POLE AND 9 FEET SOUTH OF A FENCE.
 FJ1226'
 FJ1226'AZIMUTH MARK IS A STANDARD DISK, STAMPED TUCHKA 1957, SET
 FJ1226'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1226'5 INCHES.  IT IS 93 FEET SOUTHEAST OF A TELEPHONE POLE, 31
 FJ1226'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH
 FJ1226'OF A FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1
 FJ1226'FOOT EAST OF THE MARK.
 FJ1226'
 FJ1226'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0906 ***********************************************************************
 EL0906  DESIGNATION -  TUCKER
 EL0906  PID         -  EL0906
 EL0906  STATE/COUNTY-  OK/LOVE
 EL0906  COUNTRY     -  US
 EL0906  USGS QUAD   -  LAKE MURRAY (2018)
 EL0906
 EL0906                         *CURRENT SURVEY CONTROL
 EL0906  ______________________________________________________________________
 EL0906* NAD 83(1993) POSITION- 34 02 57.82196(N) 097 05 09.23985(W)   ADJUSTED
 EL0906* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 EL0906  ______________________________________________________________________
 EL0906  GEOID HEIGHT    -        -26.240 (meters)                     GEOID18
 EL0906  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 EL0906  HORZ ORDER      -  SECOND
 EL0906
 EL0906.The horizontal coordinates were established by classical geodetic methods
 EL0906.and adjusted by the National Geodetic Survey in November 1994.
 EL0906
 EL0906.The orthometric height was scaled from a topographic map.
 EL0906
 EL0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0906.GEOID18 height accuracy estimate available here.
 EL0906
 EL0906.Click photographs - Photos may exist for this station.
 EL0906
 EL0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0906
 EL0906. The following values were computed from the NAD 83(1993) position.
 EL0906
 EL0906;                    North         East     Units Scale Factor Converg.
 EL0906;SPC OK S     -    79,810.419   684,397.117   MT  0.99997921   +0 31 07.9
 EL0906;SPC OK S     -   261,844.68  2,245,392.87   sFT  0.99997921   +0 31 07.9
 EL0906;UTM  14      - 3,769,285.522   676,672.969   MT  0.99998478   +1 04 19.2
 EL0906
 EL0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0906!SPC OK S     -   0.99996534  x   0.99997921  =   0.99994455
 EL0906!UTM  14      -   0.99996534  x   0.99998478  =   0.99995012
 EL0906
 EL0906:                Primary Azimuth Mark                     Grid Az
 EL0906:SPC OK S     -  TUCKER AZ MK                             225 58 38.3
 EL0906:UTM  14      -  TUCKER AZ MK                             225 25 27.0
 EL0906
 EL0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7667269285(NAD 83)
 EL0906
 EL0906|---------------------------------------------------------------------|
 EL0906| PID    Reference Object                     Distance      Geod. Az  |
 EL0906|                                                           dddmmss.s |
 EL0906| CY2508 TUCKER AZ MK                                       2262946.2 |
 EL0906|---------------------------------------------------------------------|
 EL0906
 EL0906                          SUPERSEDED SURVEY CONTROL
 EL0906
 EL0906  NAD 83(1986)-  34 02 57.82737(N)    097 05 09.23139(W) AD(       ) 2
 EL0906  NAD 27      -  34 02 57.47610(N)    097 05 08.18650(W) AD(       ) 2
 EL0906
 EL0906.Superseded values are not recommended for survey control.
 EL0906
 EL0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0906.See file dsdata.pdf to determine how the superseded data were derived.
 EL0906
 EL0906_MARKER: DS = TRIANGULATION STATION DISK
 EL0906_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EL0906_SP_SET: BUILDING ROOF
 EL0906_STAMPING: TUCKER 1955
 EL0906_MARK LOGO: CGS
 EL0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0906+STABILITY: POSITION/ELEVATION WELL
 EL0906
 EL0906  HISTORY     - Date     Condition        Report By
 EL0906  HISTORY     - 1955     MONUMENTED       CGS
 EL0906
 EL0906                          STATION DESCRIPTION
 EL0906
 EL0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0906'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHEAST OF
 EL0906'ARDMORE AND 7.0 MILES NORTH OF MARIETTA ON THE TOP OF THE TUCKER
 EL0906'TOWER MUSEUM IN THE LAKE MURRAY STATE PARK.  IT IS A STANDARD
 EL0906'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE
 EL0906'MUSEUM TOWER AND IT IS STAMPED TUCKER 1955.
 EL0906'
 EL0906'THERE IS NO SUITABLE PLACE FOR REFERENCE MARKS.
 EL0906'
 EL0906'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 60 FEET WEST OF
 EL0906'THE CENTER OF STATE HIGHWAY 77A AND 2 FEET EAST OF A WITNESS
 EL0906'POST.  IT IS STAMPED TUCKER 1955 AND THE ROCK PROJECTS 4
 EL0906'INCHES.
 EL0906'
 EL0906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY FOR
 EL0906'0.8 MILE TO STATE HIGHWAY 77A, TURN RIGHT AND GO NORTHWESTERLY
 EL0906'ON HIGHWAY FOR 1.0 MILE TO THE TOP OF A SMALL HILL AND MARK ON
 EL0906'LEFT AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC8700 ***********************************************************************
 AC8700  HT_MOD      -  This is a Height Modernization Survey Station.
 AC8700  SACS        -  This is a Secondary Airport Control Station.
 AC8700  DESIGNATION -  TUL H
 AC8700  PID         -  AC8700
 AC8700  STATE/COUNTY-  OK/TULSA
 AC8700  COUNTRY     -  US
 AC8700  USGS QUAD   -  TULSA (2019)
 AC8700
 AC8700                         *CURRENT SURVEY CONTROL
 AC8700  ______________________________________________________________________
 AC8700* NAD 83(2011) POSITION- 36 11 31.50961(N) 095 54 03.40466(W)   ADJUSTED
 AC8700* NAD 83(2011) ELLIP HT-   176.676 (meters)        (06/27/12)   ADJUSTED
 AC8700* NAD 83(2011) EPOCH   -  2010.00
 AC8700* NAVD 88 ORTHO HEIGHT -   205.73  (meters)      675.0   (feet) GPS OBS
 AC8700  ______________________________________________________________________
 AC8700  GEOID HEIGHT    -        -29.015 (meters)                     GEOID18
 AC8700  NAD 83(2011) X  -   -529,834.632 (meters)                     COMP
 AC8700  NAD 83(2011) Y  - -5,126,276.195 (meters)                     COMP
 AC8700  NAD 83(2011) Z  -  3,745,518.368 (meters)                     COMP
 AC8700  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 AC8700
 AC8700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC8700  Standards:
 AC8700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC8700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC8700  -------------------------------------------------------------------
 AC8700  NETWORK    0.56   1.18           0.25   0.20   0.60      0.00527388
 AC8700  -------------------------------------------------------------------
 AC8700  Click here for local accuracies and other accuracy information.
 AC8700
 AC8700.This mark is at Tulsa Int'l Airport (TUL)
 AC8700
 AC8700.The horizontal coordinates were established by GPS observations
 AC8700.and adjusted by the National Geodetic Survey in June 2012.
 AC8700
 AC8700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC8700.been affixed to the stable North American tectonic plate. See 
 AC8700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC8700
 AC8700.The horizontal coordinates are valid at the epoch date displayed above
 AC8700.which is a decimal equivalence of Year/Month/Day.
 AC8700
 AC8700.The orthometric height was determined by GPS observations and a
 AC8700.high-resolution geoid model.
 AC8700
 AC8700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC8700.GEOID18 height accuracy estimate available here.
 AC8700
 AC8700.Click photographs - Photos may exist for this station.
 AC8700
 AC8700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8700
 AC8700.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC8700
 AC8700.The ellipsoidal height was determined by GPS observations
 AC8700.and is referenced to NAD 83.
 AC8700
 AC8700. The following values were computed from the NAD 83(2011) position.
 AC8700
 AC8700;                    North         East     Units Scale Factor Converg.
 AC8700;SPC OK N     -   134,306.198   788,773.448   MT  0.99994550   +1 14 19.5
 AC8700;SPC OK N     -   440,636.25  2,587,834.22   sFT  0.99994550   +1 14 19.5
 AC8700;UTM  15      - 4,009,155.295   239,146.159   MT  1.00043849   -1 42 50.2
 AC8700
 AC8700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8700!SPC OK N     -   0.99997227  x   0.99994550  =   0.99991777
 AC8700!UTM  15      -   0.99997227  x   1.00043849  =   1.00041075
 AC8700
 AC8700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3914609155(NAD 83)
 AC8700
 AC8700                          SUPERSEDED SURVEY CONTROL
 AC8700
 AC8700  NAD 83(2007)-  36 11 31.50972(N)    095 54 03.40552(W) AD(2002.00) 0
 AC8700  ELLIP H (02/10/07)  176.693  (m)                       GP(2002.00)    
 AC8700  NAD 83(1993)-  36 11 31.50966(N)    095 54 03.40571(W) AD(       ) 1
 AC8700  ELLIP H (03/07/02)  176.705  (m)                       GP(       ) 4 2
 AC8700  NAVD 88 (03/07/02)  205.67   (m)  GEOID99  model used  GPS OBS        
 AC8700
 AC8700.Superseded values are not recommended for survey control.
 AC8700
 AC8700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8700.See file dsdata.pdf to determine how the superseded data were derived.
 AC8700
 AC8700_MARKER: DD = SURVEY DISK
 AC8700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8700_STAMPING: TUL H 1992
 AC8700_MARK LOGO: NOS
 AC8700_PROJECTION: FLUSH
 AC8700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8700+STABILITY: SURFACE MOTION
 AC8700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8700+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2020
 AC8700
 AC8700  HISTORY     - Date     Condition        Report By
 AC8700  HISTORY     - 1992     MONUMENTED       NOS
 AC8700  HISTORY     - 20010604 GOOD             MSAM
 AC8700  HISTORY     - 20030418 GOOD             NGS
 AC8700  HISTORY     - 20090721 GOOD             PB
 AC8700  HISTORY     - 20121113 GOOD             WOOLPT
 AC8700  HISTORY     - 20140617 GOOD             JACOBS
 AC8700  HISTORY     - 20160811 GOOD             INDIV
 AC8700  HISTORY     - 20191002 GOOD             WOOLPT
 AC8700  HISTORY     - 20200916 GOOD             COTOK
 AC8700
 AC8700                          STATION DESCRIPTION
 AC8700
 AC8700'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (DRM)
 AC8700'THE STATION IS LOCATED AT THE TULSA INTERNATIONAL AIRPORT NEAR RUNWAY
 AC8700'END 36L IN THE GRASS AREA SOUTH OF TAXIWAY Z2.  THE STATION IS LOCATED
 AC8700'29.3 FT (8.9 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 41.3 FT (12.6
 AC8700'M) SOUTHWEST OF THE FIRST TAXIWAY LIGHT EAST OF THE HOLD BAR, AND 51.8
 AC8700'FT (15.8 M) NORTHWEST OF THE SOUTH END OF A 2X6 FT CONCRETE SIGN BASE
 AC8700'NO SIGN, AND ON LINE WITH THE HOLD BAR.  THE STATION IS A STANDARD NOS
 AC8700'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 0.2 FT (6.1 CM)
 AC8700'BELOW THE SURFACE.  A 12 INCH ROUND CONCRETE PAD WAS PLACED OVER THE
 AC8700'TOP OF THE DISK FOR PROTECTION.  THE DISK IS STAMPED---TUL H 1992---.
 AC8700
 AC8700                          STATION RECOVERY (2001)
 AC8700
 AC8700'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC8700'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INCORPORATED 2001 (KCH)
 AC8700'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) NORTHEAST OF TULSA,
 AC8700'OKLAHOMA AND 8.0 KM (5.0 MI) SOUTHWEST OF OWASSO, OKLAHOMA.  THE
 AC8700'STATION IS AT THE TULSA INTERNATIONAL AIRPORT.  IT IS IN THE
 AC8700'SOUTHWEST SECTION OF THE AIRPORT, EAST OF RUNWAY 36L-18R AND SOUTH OF
 AC8700'TAXIWAY M2.  THIS IS A CONTROLLED AIRPORT.  ESCORT IS REQUIRED FOR
 AC8700'ACCESS TO THIS STATION.  PERMISSION TO USE THIS STATION MUST BE
 AC8700'OBTAINED FROM THE AIRPORT MANAGER.  CONTACT TONI MORELLI AT
 AC8700'918-838-5061.  OWNERSHIP-TULSA INTERNATIONAL AIRPORT.
 AC8700'
 AC8700'TO REACH THE STATION FROM THE INTERSECTION OF APACHE ROAD AND
 AC8700'SHERIDAN, GO NORTH ON SHERIDAN FOR 0.06 KM (0.04 MI).  TURN RIGHT,
 AC8700'EAST, ON THE NORTH SIDE OF THE CATIPILER BUILDING.  CONTINUE EAST, FOR
 AC8700'0.12 KM (0.07 MI) TO AIRPORT GATE NUMBER 24.  PROCEED THROUGH THE GATE
 AC8700'EAST ON TAXIWAY MIKE 2 FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 AC8700'RIGHT.
 AC8700'
 AC8700'THE STATION IS A NOS SURVEY DISK SET IN THE TOP CENTER OF A CONCRETE
 AC8700'POST RECESSED 6 CM (2 INCHES) BELOW THE SURFACE.  8.9 M (29.2 FT)
 AC8700'SOUTH OF THE SOUTH EDGE OF TAXIWAY M2, 12.6 M (41.3 FT) SOUTHWEST OF
 AC8700'THE FIRST TAXIWAY LIGHT EAST OF THE HOLD BAR AND 10.1 M (33.1 FT)
 AC8700'NORTHEAST OF A CHISELED X IN THE SOUTHEAST CORNER OF A CONCRETE PAD
 AC8700'FOR A SIGN -M2-TTM- AND 0.9 M (3.0 FT) NORTH OF A CARSONITE WITNESS
 AC8700'POST.  A 12 INCH ROUND CONCRETE PAD WAS PLACED OVER THE TOP OF THE
 AC8700'DISK FOR PROTECTION.  THIS STATION IS DESIGNATED AS A SECONDARY
 AC8700'AIRPORT CONTROL STATION.
 AC8700
 AC8700                          STATION RECOVERY (2003)
 AC8700
 AC8700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GFS)
 AC8700'RECOVERED AS DESCRIBED
 AC8700
 AC8700                          STATION RECOVERY (2009)
 AC8700
 AC8700'RECOVERY NOTE BY PBS&J 2009
 AC8700'RECOVERED IN GOOD CONDITION.
 AC8700
 AC8700                          STATION RECOVERY (2012)
 AC8700
 AC8700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (GCB)
 AC8700'RECOVERED IN GOOD CONDITION.
 AC8700
 AC8700                          STATION RECOVERY (2014)
 AC8700
 AC8700'RECOVERY NOTE BY JACOBS 2014 (DR)
 AC8700'RECOVERED IN GOOD CONDITION.
 AC8700
 AC8700                          STATION RECOVERY (2016)
 AC8700
 AC8700'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RM)
 AC8700'RECOVERED AS DESCRIBED
 AC8700
 AC8700                          STATION RECOVERY (2019)
 AC8700
 AC8700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (RW)
 AC8700'RECOVERED IN GOOD CONDITION.
 AC8700
 AC8700                          STATION RECOVERY (2020)
 AC8700
 AC8700'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 AC8700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8103 ***********************************************************************
 AJ8103  PACS        -  This is a Primary Airport Control Station.
 AJ8103  DESIGNATION -  TUL I
 AJ8103  PID         -  AJ8103
 AJ8103  STATE/COUNTY-  OK/TULSA
 AJ8103  COUNTRY     -  US
 AJ8103  USGS QUAD   -  TULSA (2019)
 AJ8103
 AJ8103                         *CURRENT SURVEY CONTROL
 AJ8103  ______________________________________________________________________
 AJ8103* NAD 83(2011) POSITION- 36 11 57.30353(N) 095 53 04.33263(W)   ADJUSTED
 AJ8103* NAD 83(2011) ELLIP HT-   169.836 (meters)        (06/27/12)   ADJUSTED
 AJ8103* NAD 83(2011) EPOCH   -  2010.00
 AJ8103* NAVD 88 ORTHO HEIGHT -   198.85  (meters)      652.4   (feet) GPS OBS
 AJ8103  ______________________________________________________________________
 AJ8103  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8103  GEOID HEIGHT    -        -28.938 (meters)                     GEOID99
 AJ8103  GEOID HEIGHT    -        -29.035 (meters)                     GEOID18
 AJ8103  NAD 83(2011) X  -   -528,317.796 (meters)                     COMP
 AJ8103  NAD 83(2011) Y  - -5,125,955.184 (meters)                     COMP
 AJ8103  NAD 83(2011) Z  -  3,746,155.951 (meters)                     COMP
 AJ8103  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 AJ8103
 AJ8103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8103  Standards:
 AJ8103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8103  -------------------------------------------------------------------
 AJ8103  NETWORK    0.84   2.23           0.39   0.28   1.14     -0.10652659
 AJ8103  -------------------------------------------------------------------
 AJ8103  Click here for local accuracies and other accuracy information.
 AJ8103
 AJ8103.This mark is at Tulsa Int'l Airport (TUL)
 AJ8103
 AJ8103.The horizontal coordinates were established by GPS observations
 AJ8103.and adjusted by the National Geodetic Survey in June 2012.
 AJ8103
 AJ8103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8103.been affixed to the stable North American tectonic plate. See 
 AJ8103.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8103
 AJ8103.The horizontal coordinates are valid at the epoch date displayed above
 AJ8103.which is a decimal equivalence of Year/Month/Day.
 AJ8103
 AJ8103.The orthometric height was determined by GPS observations and a
 AJ8103.high-resolution geoid model.
 AJ8103
 AJ8103.GPS derived orthometric heights for airport stations designated as
 AJ8103.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8103.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8103.not indicate centimeter accuracy relative to other marks which are
 AJ8103.part of the published vertical control network.
 AJ8103
 AJ8103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8103.GEOID18 height accuracy estimate available here.
 AJ8103
 AJ8103.Click photographs - Photos may exist for this station.
 AJ8103
 AJ8103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8103
 AJ8103.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8103
 AJ8103.The ellipsoidal height was determined by GPS observations
 AJ8103.and is referenced to NAD 83.
 AJ8103
 AJ8103. The following values were computed from the NAD 83(2011) position.
 AJ8103
 AJ8103;                    North         East     Units Scale Factor Converg.
 AJ8103;SPC OK N     -   135,133.041   790,231.589   MT  0.99994556   +1 14 54.4
 AJ8103;SPC OK N     -   443,348.99  2,592,618.14   sFT  0.99994556   +1 14 54.4
 AJ8103;UTM  15      - 4,009,906.292   240,645.690   MT  1.00042887   -1 42 16.4
 AJ8103
 AJ8103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8103!SPC OK N     -   0.99997335  x   0.99994556  =   0.99991891
 AJ8103!UTM  15      -   0.99997335  x   1.00042887  =   1.00040220
 AJ8103
 AJ8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4064509906(NAD 83)
 AJ8103
 AJ8103                          SUPERSEDED SURVEY CONTROL
 AJ8103
 AJ8103  NAD 83(2007)-  36 11 57.30365(N)    095 53 04.33349(W) AD(2002.00) 0
 AJ8103  ELLIP H (02/10/07)  169.854  (m)                       GP(2002.00)    
 AJ8103  NAD 83(1993)-  36 11 57.30336(N)    095 53 04.33358(W) AD(       ) B
 AJ8103  ELLIP H (03/07/02)  169.865  (m)                       GP(       ) 4 2
 AJ8103
 AJ8103.Superseded values are not recommended for survey control.
 AJ8103
 AJ8103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8103.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8103
 AJ8103_MARKER: F = FLANGE-ENCASED ROD
 AJ8103_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AJ8103_STAMPING: TUL I 2001
 AJ8103_MARK LOGO: NGS
 AJ8103_PROJECTION: FLUSH
 AJ8103_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8103+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2016
 AJ8103_ROD/PIPE-DEPTH: 3.05 meters
 AJ8103_SLEEVE-DEPTH  : 0.90 meters
 AJ8103
 AJ8103  HISTORY     - Date     Condition        Report By
 AJ8103  HISTORY     - 20010604 MONUMENTED       MSAM
 AJ8103  HISTORY     - 20030418 GOOD             NGS
 AJ8103  HISTORY     - 20090721 GOOD             PB
 AJ8103  HISTORY     - 20121113 GOOD             WOOLPT
 AJ8103  HISTORY     - 20140617 GOOD             JACOBS
 AJ8103  HISTORY     - 20160811 GOOD             INDIV
 AJ8103  HISTORY     - 20191002 GOOD             WOOLPT
 AJ8103
 AJ8103                          STATION DESCRIPTION
 AJ8103
 AJ8103'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8103'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) NORTHEAST OF TULSA,
 AJ8103'OKLAHOMA AND 8.0 KM (5.0 MI) SOUTHWEST OF OWASSO, OKLAHOMA.  THE
 AJ8103'STATION IS AT THE TULSA INTERNATIONAL AIRPORT.  IT IS IN THE CENTRAL
 AJ8103'SECTION OF THE AIRPORT, IN A GRASSY AREA EAST OF THE TOWER AND HANGER
 AJ8103'31, WEST OF RUNWAY 18L-36R AND EAST OF TAXIWAY J. THIS IS A
 AJ8103'CONTROLLED AIRPORT.  ESCORT IS REQUIRED FOR ACCESS TO THIS STATION.
 AJ8103'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8103'MANAGER.  CONTACT TONI MORELLI AT 918-838-5061.  OWNERSHIP-TULSA
 AJ8103'INTERNATIONAL AIRPORT.
 AJ8103'
 AJ8103'TO REACH THE STATION FROM THE INTERSECTION OF APACHE ROAD AND
 AJ8103'SHERIDAN, GO NORTH ON SHERIDAN FOR1.6 KM (1.0 MI) TO AN INTERSECTION.
 AJ8103'TURN RIGHT, EAST, ON PORT ROAD FOR 0.8 KM (0.5 MI) O AN INTERSECTION.
 AJ8103'TURN RIGHT, SOUTH, ON 74TH FOR 0.6 KM (0.4 MI) TO AN INTERSECTION.
 AJ8103'TURN LEFT, EAST, ON AN UNMARKED ROAD FOR 0.5 KM (0.3 MI) TO AN
 AJ8103'INTERSECTION.  TURN RIGHT, SOUTH, FOR 0.3 KM (0.2 MI) TO THE
 AJ8103'MAINTENANCE BUILDING GATE NUMBER 117.  PROCEED NORTH, THROUGH THE GATE
 AJ8103'FOR 0.1 KM (0.1 MI) TO THE EQUIPMENT BUILDING ROAD.  TURN RIGHT, EAST,
 AJ8103'ON EQUIPMENT BUILDING ROAD FOR 0.16 KM (0.10 MI) TO TAXIWAY JULIET.
 AJ8103'TURN RIGHT, SOUTH, ON TAXIWAY JULIET FOR 0.3 KM (0.2 MI) TO THE
 AJ8103'STATION ON THE LEFT.
 AJ8103'
 AJ8103'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8103'TO REFUSAL AT A DEPTH OF 3.05 M (10.0 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8103'LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 AJ8103'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  THE SLEEVE
 AJ8103'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  IT IS 36.5
 AJ8103'M (119.8 FT) EAST OF THE EAST EDGE OF TAXIWAY J, 35.9 M (117.8 FT)
 AJ8103'EAST-NORTHEAST OF A CIRCULAR CONCRETE PAD WITH A CHISELED CROSS AND
 AJ8103'34.6 M (113.5 FT) EAST-SOUTHEAST OF A TAXIWAY LIGHT, 0.9 M (3.0 FT)
 AJ8103'WEST OF A CARSONITE WITNESS POST AND 0.9 M (3.0 FT) EAST OF A
 AJ8103'CARSONITE WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY
 AJ8103'AIRPORT CONTROL STATION.
 AJ8103
 AJ8103                          STATION RECOVERY (2003)
 AJ8103
 AJ8103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GFS)
 AJ8103'RECOVERED AS DESCRIBED
 AJ8103
 AJ8103                          STATION RECOVERY (2009)
 AJ8103
 AJ8103'RECOVERY NOTE BY PBS&J 2009
 AJ8103'RECOVERED IN GOOD CONDITION.
 AJ8103
 AJ8103                          STATION RECOVERY (2012)
 AJ8103
 AJ8103'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (GCB)
 AJ8103'RECOVERED IN GOOD CONDITION.
 AJ8103
 AJ8103                          STATION RECOVERY (2014)
 AJ8103
 AJ8103'RECOVERY NOTE BY JACOBS 2014 (DR)
 AJ8103'RECOVERED IN GOOD CONDITION.
 AJ8103
 AJ8103                          STATION RECOVERY (2016)
 AJ8103
 AJ8103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RM)
 AJ8103'RECOVERED AS DESCRIBED
 AJ8103
 AJ8103                          STATION RECOVERY (2019)
 AJ8103
 AJ8103'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (RW)
 AJ8103'RECOVERED AS DESCRIBED.  THE CONSTRUCTION PROJECT IMMEDIATELY WEST OF
 AJ8103'THE MARK DOES NOT APPEAR THAT IT WILL IMPACT THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AJ8120 ***********************************************************************
 AJ8120  SACS        -  This is a Secondary Airport Control Station.
 AJ8120  DESIGNATION -  TUL J
 AJ8120  PID         -  AJ8120
 AJ8120  STATE/COUNTY-  OK/TULSA
 AJ8120  COUNTRY     -  US
 AJ8120  USGS QUAD   -  TULSA (2019)
 AJ8120
 AJ8120                         *CURRENT SURVEY CONTROL
 AJ8120  ______________________________________________________________________
 AJ8120* NAD 83(2011) POSITION- 36 12 47.08969(N) 095 52 56.72677(W)   ADJUSTED
 AJ8120* NAD 83(2011) ELLIP HT-   160.506 (meters)        (06/27/12)   ADJUSTED
 AJ8120* NAD 83(2011) EPOCH   -  2010.00
 AJ8120* NAVD 88 ORTHO HEIGHT -   189.52  (meters)      621.8   (feet) GPS OBS
 AJ8120  ______________________________________________________________________
 AJ8120  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8120  GEOID HEIGHT    -        -28.943 (meters)                     GEOID99
 AJ8120  GEOID HEIGHT    -        -29.040 (meters)                     GEOID18
 AJ8120  NAD 83(2011) X  -   -528,035.106 (meters)                     COMP
 AJ8120  NAD 83(2011) Y  - -5,125,065.471 (meters)                     COMP
 AJ8120  NAD 83(2011) Z  -  3,747,388.703 (meters)                     COMP
 AJ8120  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 AJ8120
 AJ8120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8120  Standards:
 AJ8120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8120  -------------------------------------------------------------------
 AJ8120  NETWORK    0.88   2.31           0.41   0.29   1.18     -0.10319133
 AJ8120  -------------------------------------------------------------------
 AJ8120  Click here for local accuracies and other accuracy information.
 AJ8120
 AJ8120.This mark is at Tulsa Int'l Airport (TUL)
 AJ8120
 AJ8120.The horizontal coordinates were established by GPS observations
 AJ8120.and adjusted by the National Geodetic Survey in June 2012.
 AJ8120
 AJ8120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8120.been affixed to the stable North American tectonic plate. See 
 AJ8120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8120
 AJ8120.The horizontal coordinates are valid at the epoch date displayed above
 AJ8120.which is a decimal equivalence of Year/Month/Day.
 AJ8120
 AJ8120.The orthometric height was determined by GPS observations and a
 AJ8120.high-resolution geoid model.
 AJ8120
 AJ8120.GPS derived orthometric heights for airport stations designated as
 AJ8120.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8120.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8120.not indicate centimeter accuracy relative to other marks which are
 AJ8120.part of the published vertical control network.
 AJ8120
 AJ8120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8120.GEOID18 height accuracy estimate available here.
 AJ8120
 AJ8120.Click photographs - Photos may exist for this station.
 AJ8120
 AJ8120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8120
 AJ8120.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8120
 AJ8120.The ellipsoidal height was determined by GPS observations
 AJ8120.and is referenced to NAD 83.
 AJ8120
 AJ8120. The following values were computed from the NAD 83(2011) position.
 AJ8120
 AJ8120;                    North         East     Units Scale Factor Converg.
 AJ8120;SPC OK N     -   136,671.293   790,388.080   MT  0.99994572   +1 14 58.9
 AJ8120;SPC OK N     -   448,395.73  2,593,131.56   sFT  0.99994572   +1 14 58.9
 AJ8120;UTM  15      - 4,011,435.176   240,881.339   MT  1.00042736   -1 42 13.9
 AJ8120
 AJ8120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8120!SPC OK N     -   0.99997481  x   0.99994572  =   0.99992053
 AJ8120!UTM  15      -   0.99997481  x   1.00042736  =   1.00040216
 AJ8120
 AJ8120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4088111435(NAD 83)
 AJ8120
 AJ8120                          SUPERSEDED SURVEY CONTROL
 AJ8120
 AJ8120  NAD 83(2007)-  36 12 47.08980(N)    095 52 56.72762(W) AD(2002.00) 0
 AJ8120  ELLIP H (02/10/07)  160.524  (m)                       GP(2002.00)    
 AJ8120  NAD 83(1993)-  36 12 47.08939(N)    095 52 56.72766(W) AD(       ) 1
 AJ8120  ELLIP H (03/07/02)  160.535  (m)                       GP(       ) 4 2
 AJ8120
 AJ8120.Superseded values are not recommended for survey control.
 AJ8120
 AJ8120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8120.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8120
 AJ8120_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8120_STAMPING: TUL J 2001
 AJ8120_MARK LOGO: NGS
 AJ8120_PROJECTION: FLUSH
 AJ8120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8120+STABILITY: SURFACE MOTION
 AJ8120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8120+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2019
 AJ8120
 AJ8120  HISTORY     - Date     Condition        Report By
 AJ8120  HISTORY     - 20010604 MONUMENTED       MSAM
 AJ8120  HISTORY     - 20030418 GOOD             NGS
 AJ8120  HISTORY     - 20090721 GOOD             PB
 AJ8120  HISTORY     - 20121113 GOOD             WOOLPT
 AJ8120  HISTORY     - 20140617 GOOD             JACOBS
 AJ8120  HISTORY     - 20160811 GOOD             INDIV
 AJ8120  HISTORY     - 20191002 GOOD             WOOLPT
 AJ8120
 AJ8120                          STATION DESCRIPTION
 AJ8120
 AJ8120'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8120'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) NORTHEAST OF TULSA,
 AJ8120'OKLAHOMA AND 8.0 KM (5.0 MI) SOUTHWEST OF OWASSO, OKLAHOMA.
 AJ8120'
 AJ8120'THE STATION IS AT THE TULSA INTERNATIONAL AIRPORT.  IT IS IN THE
 AJ8120'NORTHEAST SECTION OF THE AIRPORT.  IT IS EAST AND SOUTH OF TAXIWAY J
 AJ8120'AND WEST OF RUNWAY 18L-36R.  THIS IS A CONTROLLED AIRPORT.  ESCORT IS
 AJ8120'REQUIRED FOR ACCESS TO THIS STATION.  PERMISSION TO USE THIS STATION
 AJ8120'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT TONI MORELLI AT
 AJ8120'918-838-5061.  OWNERSHIP--TULSA INTERNATIONAL AIRPORT.
 AJ8120'
 AJ8120'TO REACH THE STATION FROM THE INTERSECTION OF APACHE ROAD AND
 AJ8120'SHERIDAN, GO NORTH ON SHERIDAN FOR1.6 KM (1.0 MI) TO AN INTERSECTION,
 AJ8120'TURN RIGHT (EAST) ON PORT ROAD FOR 0.8 KM (0.5 MI) TO AN INTERSECTION.
 AJ8120'TURN RIGHT (SOUTH) ON 74TH FOR 0.6 KM (0.4 MI) TO AN INTERSECTION.
 AJ8120'TURN LEFT (EAST) ON AN UNMARKED ROAD FOR 0.5 KM ( 0.3 MI) TO AN
 AJ8120'INTERSECTION.  TURN RIGHT (SOUTH) FOR 0.3 KM (0.2 MI) TO THE
 AJ8120'MAINTENANCE BUILDING GATE NUMBER 117. PROCEED NORTH, THROUGH THE GATE
 AJ8120'FOR 0.1 KM (0.06 MI) TO THE EQUIPMENT BUILDING ROAD.  TURN RIGHT
 AJ8120'(EAST) ON EQUIPMENT BUILDING ROAD FOR 0.16 KM (0.1 MI) TO TAXIWAY
 AJ8120'JULIET.  TURN LEFT (NORTH) ON TAXIWAY JULIET FOR 1.3 KM (0.8 MI) TO
 AJ8120'THE STATION ON THE RIGHT.
 AJ8120'
 AJ8120'THE STATION IS A NGS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER OF
 AJ8120'A CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 56.8 M (186.35 FT)
 AJ8120'WEST OF THE WEST EDGE OF RUNWAY 18L-36R, 40.0 M (131.2 FT )
 AJ8120'EAST-SOUTHEAST OF THE SEVENTH RUNWAY LIGHT WEST AND SOUTH OF THE HOLD
 AJ8120'BAR ON TAXIWAY J, 18.0 M (59.0 FT) EAST OF A CHISELED X IN THE
 AJ8120'HEADWALL OF A SMALL CULVERT AND 0.9 M (3. FT) WEST OF A CARSONITE
 AJ8120'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8120'CONTROL STATION.
 AJ8120
 AJ8120                          STATION RECOVERY (2003)
 AJ8120
 AJ8120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GFS)
 AJ8120'RECOVERED AS DESCRIBED.
 AJ8120
 AJ8120                          STATION RECOVERY (2009)
 AJ8120
 AJ8120'RECOVERY NOTE BY PBS&J 2009
 AJ8120'RECOVERED IN GOOD CONDITION.
 AJ8120
 AJ8120                          STATION RECOVERY (2012)
 AJ8120
 AJ8120'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (GCB)
 AJ8120'RECOVERED IN GOOD CONDITION.
 AJ8120
 AJ8120                          STATION RECOVERY (2014)
 AJ8120
 AJ8120'RECOVERY NOTE BY JACOBS 2014 (DR)
 AJ8120'RECOVERED IN GOOD CONDITION.
 AJ8120
 AJ8120                          STATION RECOVERY (2016)
 AJ8120
 AJ8120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (RM)
 AJ8120'RECOVERED AS DESCRIBED
 AJ8120
 AJ8120                          STATION RECOVERY (2019)
 AJ8120
 AJ8120'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2019 (RW)
 AJ8120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0423 ***********************************************************************
 GG0423  DESIGNATION -  TULSA
 GG0423  PID         -  GG0423
 GG0423  STATE/COUNTY-  OK/TULSA
 GG0423  COUNTRY     -  US
 GG0423  USGS QUAD   -  TULSA (2019)
 GG0423
 GG0423                         *CURRENT SURVEY CONTROL
 GG0423  ______________________________________________________________________
 GG0423* NAD 83(1993) POSITION- 36 09 11.33149(N) 095 59 23.03590(W)   ADJUSTED
 GG0423* NAVD 88 ORTHO HEIGHT -   226.971 (meters)      744.65  (feet) ADJUSTED
 GG0423  ______________________________________________________________________
 GG0423  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 GG0423  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 GG0423  DYNAMIC HEIGHT  -        226.774 (meters)      744.01  (feet) COMP
 GG0423  MODELED GRAVITY -    979,755.5   (mgal)                       NAVD 88
 GG0423
 GG0423  HORZ ORDER      -  FIRST
 GG0423  VERT ORDER      -  FIRST     CLASS II
 GG0423
 GG0423.The horizontal coordinates were established by classical geodetic methods
 GG0423.and adjusted by the National Geodetic Survey in November 1994.
 GG0423
 GG0423.The orthometric height was determined by differential leveling and
 GG0423.adjusted by the NATIONAL GEODETIC SURVEY
 GG0423.in June 1991.
 GG0423
 GG0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0423.GEOID18 height accuracy estimate available here.
 GG0423
 GG0423.Click photographs - Photos may exist for this station.
 GG0423
 GG0423.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0423
 GG0423.The dynamic height is computed by dividing the NAVD 88
 GG0423.geopotential number by the normal gravity value computed on the
 GG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0423.degrees latitude (g = 980.6199 gals.).
 GG0423
 GG0423.The modeled gravity was interpolated from observed gravity values.
 GG0423
 GG0423. The following values were computed from the NAD 83(1993) position.
 GG0423
 GG0423;                    North         East     Units Scale Factor Converg.
 GG0423;SPC OK N     -   129,817.690   780,879.267   MT  0.99994544   +1 11 10.9
 GG0423;SPC OK N     -   425,910.20  2,561,934.73   sFT  0.99994544   +1 11 10.9
 GG0423;UTM  15      - 4,005,077.165   231,027.087   MT  1.00049151   -1 45 53.4
 GG0423;UTM  14      - 4,005,134.302   770,820.930   MT  1.00050380   +1 46 37.1
 GG0423
 GG0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0423!SPC OK N     -   0.99996891  x   0.99994544  =   0.99991436
 GG0423!UTM  15      -   0.99996891  x   1.00049151  =   1.00046041
 GG0423!UTM  14      -   0.99996891  x   1.00050380  =   1.00047270
 GG0423
 GG0423:                Primary Azimuth Mark                     Grid Az
 GG0423:SPC OK N     -  TULSA AZ MK                              121 44 29.4
 GG0423:UTM  15      -  TULSA AZ MK                              124 41 33.7
 GG0423:UTM  14      -  TULSA AZ MK                              121 09 03.2
 GG0423
 GG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3102705077(NAD 83)
 GG0423
 GG0423|---------------------------------------------------------------------|
 GG0423| PID    Reference Object                     Distance      Geod. Az  |
 GG0423|                                                           dddmmss.s |
 GG0423| GG0833 TULSA SPARTON AIRCRAFT CO TANK      APPROX. 8.4 KM 0674233.1 |
 GG0423| CI3451 TULSA AZ MK                                        1225540.3 |
 GG0423| CI3453 TULSA RM 2                            2.630 METERS 20412     |
 GG0423| CI3452 TULSA RM 1                            7.342 METERS 35044     |
 GG0423|---------------------------------------------------------------------|
 GG0423
 GG0423                          SUPERSEDED SURVEY CONTROL
 GG0423
 GG0423  NAD 83(1986)-  36 09 11.35563(N)    095 59 23.02103(W) AD(       ) 1
 GG0423  NAD 27      -  36 09 11.00400(N)    095 59 22.03500(W) AD(       ) 1
 GG0423  NGVD 29 (??/??/92)  226.852  (m)          744.26   (f) ADJ UNCH    1 2
 GG0423  NGVD 29             226.85   (m)          744.3    (f) LEVELING    3  
 GG0423
 GG0423.Superseded values are not recommended for survey control.
 GG0423
 GG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0423.See file dsdata.pdf to determine how the superseded data were derived.
 GG0423
 GG0423_MARKER: DB = BENCH MARK DISK
 GG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0423_STAMPING: TULSA 1933
 GG0423_MARK LOGO: CGS
 GG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0423+STABILITY: SURFACE MOTION
 GG0423
 GG0423  HISTORY     - Date     Condition        Report By
 GG0423  HISTORY     - 1933     MONUMENTED       CGS
 GG0423  HISTORY     - 1934     GOOD             CGS
 GG0423  HISTORY     - 19940401 MARK NOT FOUND   NGS
 GG0423  HISTORY     - 20081105 MARK NOT FOUND   AIRDAT
 GG0423
 GG0423                          STATION DESCRIPTION
 GG0423
 GG0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GG0423'AT TULSA.
 GG0423'AT TULSA, TULSA COUNTY, AT THE SOUTHWEST CORNER OF THE
 GG0423'INTERSECTION OF CINCINNATI AVENUE AND EAST FOURTH STREET, IN
 GG0423'THE NORTHEAST CORNER OF THE CITY HALL YARD, AND IN THE ANGLE FORMED
 GG0423'BY THE SIDEWALK.  A STANDARD DISK, STAMPED TULSA 1933 AND SET
 GG0423'IN THE TOP OF A CONCRETE POST LEVEL WITH THE SIDEWALK.
 GG0423
 GG0423                          STATION RECOVERY (1934)
 GG0423
 GG0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GG0423'STATION IS LOCATED ON THE ROOF OF THE TWENTY-FIFTH FLOOR
 GG0423'OF THE NATIONAL BANK BUILDING IN THE CITY OF TULSA.  THIS IS THE
 GG0423'HIGHEST BUILDING IN THE CITY.  THERE IS A TOWER ABOUT 50
 GG0423'FEET ABOVE THE STATION.
 GG0423'
 GG0423'STATION MARK IS A STANDARD BRONZE DISK EMBEDDED IN THE TAR
 GG0423'ROOF AND IS ABOUT 2 INCHES BELOW THE SURFACE.  MARK IS ON THE
 GG0423'S SIDE OF THE E ROOF, 2.72 METERS N OF THE S EDGE OF THE
 GG0423'ROOF, 4.65 METERS NW OF THE SE MARBLE CORNER STONE AND 1.35
 GG0423'METERS E OF THE E WALL OF TOWER.
 GG0423'
 GG0423'REFERENCE MARK NO. 1 IS SLIGHTLY E OF N OF STATION, 7.342
 GG0423'METERS (24.09 FEET), IN N EDGE OF ROOF, 0.88 METER FROM
 GG0423'N EDGE.  MARK IS EMBEDDED IN TAR ROOF AND IS FLUSH WITH
 GG0423'SURFACE.
 GG0423'
 GG0423'REFERENCE MARK NO. 2 IS SLIGHTLY W OF S OF STATION, 2.630
 GG0423'METERS (8.63 FEET) AND 0.87 METER FROM S EDGE OF ROOF.  MARK
 GG0423'IS EMBEDDED IN TAR ROOF AND IS SET FLUSH WITH THE SURFACE.
 GG0423'(IT WILL BE COVERED AGAIN WITH TAR).
 GG0423'
 GG0423'REFERENCE MARKS WERE TOO CLOSE FOR OBSERVATIONS CLOSER THAN
 GG0423'MINUTES.
 GG0423'
 GG0423'AZIMUTH MARK IS 11 BLOCKS SE OF STATION, 100 FEET S OF CORNER
 GG0423'OF ELEVENTH STREET AND NORFOLK AVENUE, 2.0 FEET W OF FENCE OF
 GG0423'TENNIS COURT.
 GG0423'
 GG0423'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 GG0423
 GG0423                          STATION RECOVERY (1994)
 GG0423
 GG0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0423'MARK NOT FOUND.
 GG0423
 GG0423                          STATION RECOVERY (2008)
 GG0423
 GG0423'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0423'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0839 ***********************************************************************
 GG0839  DESIGNATION -  TULSA BAPTIST CHURCH SPIRE
 GG0839  PID         -  GG0839
 GG0839  STATE/COUNTY-  OK/TULSA
 GG0839  COUNTRY     -  US
 GG0839  USGS QUAD   -  TULSA (2019)
 GG0839
 GG0839                         *CURRENT SURVEY CONTROL
 GG0839  ______________________________________________________________________
 GG0839* NAD 83(1993) POSITION- 36 08 34.55939(N) 095 57 02.88815(W)   ADJUSTED
 GG0839  ______________________________________________________________________
 GG0839  GEOID HEIGHT    -        -28.947 (meters)                     GEOID18
 GG0839  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 GG0839  HORZ ORDER      -  THIRD
 GG0839
 GG0839.The horizontal coordinates were established by classical geodetic methods
 GG0839.and adjusted by the National Geodetic Survey in November 1994.
 GG0839
 GG0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0839.GEOID18 height accuracy estimate available here.
 GG0839
 GG0839.Click photographs - Photos may exist for this station.
 GG0839
 GG0839.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0839
 GG0839. The following values were computed from the NAD 83(1993) position.
 GG0839
 GG0839;                    North         East     Units Scale Factor Converg.
 GG0839;SPC OK N     -   128,757.820   784,405.497   MT  0.99994550   +1 12 33.6
 GG0839;SPC OK N     -   422,432.95  2,573,503.70   sFT  0.99994550   +1 12 33.6
 GG0839;UTM  15      - 4,003,836.502   234,495.931   MT  1.00046866   -1 44 29.1
 GG0839;UTM  14      - 4,004,110.240   774,359.911   MT  1.00052759   +1 47 58.4
 GG0839
 GG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3449503836(NAD 83)
 GG0839
 GG0839                          SUPERSEDED SURVEY CONTROL
 GG0839
 GG0839  NAD 83(1986)-  36 08 34.58334(N)    095 57 02.87267(W) AD(       ) 3
 GG0839  NAD 27      -  36 08 34.21000(N)    095 57 01.88000(W) AD(       ) 3
 GG0839
 GG0839.Superseded values are not recommended for survey control.
 GG0839
 GG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0839.See file dsdata.pdf to determine how the superseded data were derived.
 GG0839
 GG0839_MARKER: 90 = CHURCH SPIRE
 GG0839
 GG0839  HISTORY     - Date     Condition        Report By
 GG0839  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0839
 GG0839                          STATION DESCRIPTION
 GG0839
 GG0839'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0831 ***********************************************************************
 GG0831  DESIGNATION -  TULSA BOSTON AVE ME CHURCH
 GG0831  PID         -  GG0831
 GG0831  STATE/COUNTY-  OK/TULSA
 GG0831  COUNTRY     -  US
 GG0831  USGS QUAD   -  TULSA (2019)
 GG0831
 GG0831                         *CURRENT SURVEY CONTROL
 GG0831  ______________________________________________________________________
 GG0831* NAD 83(1993) POSITION- 36 08 38.39788(N) 095 59 04.85681(W)   ADJUSTED
 GG0831  ______________________________________________________________________
 GG0831  GEOID HEIGHT    -        -28.905 (meters)                     GEOID18
 GG0831  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 GG0831  HORZ ORDER      -  THIRD
 GG0831
 GG0831.The horizontal coordinates were established by classical geodetic methods
 GG0831.and adjusted by the National Geodetic Survey in November 1994.
 GG0831
 GG0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0831.GEOID18 height accuracy estimate available here.
 GG0831
 GG0831.Click photographs - Photos may exist for this station.
 GG0831
 GG0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0831
 GG0831. The following values were computed from the NAD 83(1993) position.
 GG0831
 GG0831;                    North         East     Units Scale Factor Converg.
 GG0831;SPC OK N     -   128,812.281   781,354.635   MT  0.99994549   +1 11 21.6
 GG0831;SPC OK N     -   422,611.63  2,563,494.33   sFT  0.99994549   +1 11 21.6
 GG0831;UTM  15      - 4,004,048.056   231,450.295   MT  1.00048871   -1 45 41.3
 GG0831;UTM  14      - 4,004,133.284   771,306.905   MT  1.00050705   +1 46 46.5
 GG0831
 GG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3145004048(NAD 83)
 GG0831
 GG0831                          SUPERSEDED SURVEY CONTROL
 GG0831
 GG0831  NAD 83(1986)-  36 08 38.42131(N)    095 59 04.84125(W) AD(       ) 3
 GG0831  NAD 27      -  36 08 38.08300(N)    095 59 03.87200(W) AD(       ) 3
 GG0831
 GG0831.Superseded values are not recommended for survey control.
 GG0831
 GG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0831.See file dsdata.pdf to determine how the superseded data were derived.
 GG0831
 GG0831_MARKER: 90 = CHURCH SPIRE
 GG0831
 GG0831  HISTORY     - Date     Condition        Report By
 GG0831  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0831  HISTORY     - 1938     GOOD             CGS
 GG0831  HISTORY     - 19840717 GOOD             USPSQD
 GG0831
 GG0831                          STATION DESCRIPTION
 GG0831
 GG0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0831'NO PREVIOUS DESCRIPTION.  STATION IS THE CENTER OF THE BLACK TOP
 GG0831'ON THE BOSTON AVENUE METHODIST EPISCOPAL CHURCH, LOCATED AT
 GG0831'S THIRTY-THIRD AVENUE AND U.S. HIGHWAY 64.  THIS IS AN
 GG0831'INTERSECTION STATION.
 GG0831
 GG0831                          STATION RECOVERY (1984)
 GG0831
 GG0831'RECOVERY NOTE BY US POWER SQUADRON 1984 (RSF)
 GG0831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0840 ***********************************************************************
 GG0840  DESIGNATION -  TULSA CATH CATH TALLEST SPIRE
 GG0840  PID         -  GG0840
 GG0840  STATE/COUNTY-  OK/TULSA
 GG0840  COUNTRY     -  US
 GG0840  USGS QUAD   -  TULSA (2019)
 GG0840
 GG0840                         *CURRENT SURVEY CONTROL
 GG0840  ______________________________________________________________________
 GG0840* NAD 83(1993) POSITION- 36 08 51.87371(N) 095 59 24.51867(W)   ADJUSTED
 GG0840  ______________________________________________________________________
 GG0840  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 GG0840  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 GG0840  HORZ ORDER      -  THIRD
 GG0840
 GG0840.The horizontal coordinates were established by classical geodetic methods
 GG0840.and adjusted by the National Geodetic Survey in November 1994.
 GG0840
 GG0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0840.GEOID18 height accuracy estimate available here.
 GG0840
 GG0840.Click photographs - Photos may exist for this station.
 GG0840
 GG0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0840
 GG0840. The following values were computed from the NAD 83(1993) position.
 GG0840
 GG0840;                    North         East     Units Scale Factor Converg.
 GG0840;SPC OK N     -   129,217.343   780,854.627   MT  0.99994547   +1 11 10.0
 GG0840;SPC OK N     -   423,940.57  2,561,853.89   sFT  0.99994547   +1 11 10.0
 GG0840;UTM  15      - 4,004,478.555   230,971.541   MT  1.00049188   -1 45 53.5
 GG0840;UTM  14      - 4,004,533.397   770,802.467   MT  1.00050368   +1 46 35.4
 GG0840
 GG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3097104478(NAD 83)
 GG0840
 GG0840                          SUPERSEDED SURVEY CONTROL
 GG0840
 GG0840  NAD 83(1986)-  36 08 51.89798(N)    095 59 24.50363(W) AD(       ) 3
 GG0840  NAD 27      -  36 08 51.54500(N)    095 59 23.52000(W) AD(       ) 3
 GG0840
 GG0840.Superseded values are not recommended for survey control.
 GG0840
 GG0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0840.See file dsdata.pdf to determine how the superseded data were derived.
 GG0840
 GG0840_MARKER: 90 = CHURCH SPIRE
 GG0840
 GG0840  HISTORY     - Date     Condition        Report By
 GG0840  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0840
 GG0840                          STATION DESCRIPTION
 GG0840
 GG0840'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DE8101 ***********************************************************************
 DE8101  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8101  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8101  DESIGNATION -  TULSA CORS ARP
 DE8101  CORS_ID     -  OKTU
 DE8101  PID         -  DE8101
 DE8101  STATE/COUNTY-  OK/TULSA
 DE8101  COUNTRY     -  US
 DE8101  USGS QUAD   -  MINGO (2019)
 DE8101
 DE8101                         *CURRENT SURVEY CONTROL
 DE8101  ______________________________________________________________________
 DE8101* NAD 83(2011) POSITION- 36 12 38.11372(N) 095 51 15.78245(W)   ADJUSTED
 DE8101* NAD 83(2011) ELLIP HT-   169.227 (meters)        (04/??/25)   ADJUSTED
 DE8101* NAD 83(2011) EPOCH   -  2010.00
 DE8101* NAVD 88 ORTHO HEIGHT -   198.30  (meters)      650.6   (feet) GPS OBS
 DE8101  ______________________________________________________________________
 DE8101  GEOID HEIGHT    -        -29.068 (meters)                     GEOID18
 DE8101  NAD 83(2011) X  -   -525,544.267 (meters)                     COMP
 DE8101  NAD 83(2011) Y  - -5,125,492.872 (meters)                     COMP
 DE8101  NAD 83(2011) Z  -  3,747,170.624 (meters)                     COMP
 DE8101
 DE8101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE8101  Standards:
 DE8101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE8101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE8101  -------------------------------------------------------------------
 DE8101  NETWORK    0.22   0.31           0.10   0.07   0.16     -0.45019000
 DE8101  -------------------------------------------------------------------
 DE8101
 DE8101.The coordinates were established by GPS observations
 DE8101.and adjusted by the National Geodetic Survey in April 2025.
 DE8101
 DE8101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE8101.been affixed to the stable North American Tectonic Plate. 
 DE8101
 DE8101.The coordinates are valid at the epoch date displayed above
 DE8101.which is a decimal equivalence of Year/Month/Day.
 DE8101
 DE8101.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DE8101.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DE8101.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DE8101.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DE8101.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DE8101.published epoch of 2010.00.
 DE8101
 DE8101.Additional information on MYCS is available at:
 DE8101.https://geodesy.noaa.gov/CORS/index.shtml
 DE8101
 DE8101.The orthometric height was determined by GPS observations and a
 DE8101.high-resolution geoid model using precise GPS observation and
 DE8101.processing techniques.
 DE8101
 DE8101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8101.GEOID18 height accuracy estimate available here.
 DE8101
 DE8101.The PID for the CORS L1 Phase Center is DR3560.
 DE8101
 DE8101.Click photographs - Photos may exist for this station.
 DE8101
 DE8101.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8101
 DE8101.The ellipsoidal height was determined by GPS observations
 DE8101.and is referenced to NAD 83.
 DE8101
 DE8101. The following values were computed from the NAD 83(2011) position.
 DE8101
 DE8101;                    North         East     Units Scale Factor Converg.
 DE8101;SPC OK N     -   136,450.060   792,914.828   MT  0.99994569   +1 15 58.4
 DE8101;SPC OK N     -   447,669.91  2,601,421.40   sFT  0.99994569   +1 15 58.4
 DE8101;UTM  15      - 4,011,083.880   243,394.522   MT  1.00041139   -1 41 13.8
 DE8101
 DE8101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8101!SPC OK N     -   0.99997344  x   0.99994569  =   0.99991913
 DE8101!UTM  15      -   0.99997344  x   1.00041139  =   1.00038482
 DE8101
 DE8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4339411083(NAD 83)
 DE8101
 DE8101                          SUPERSEDED SURVEY CONTROL
 DE8101
 DE8101  NAD 83(2011)-  36 12 38.11389(N)    095 51 15.78258(W) AD(2010.00) c
 DE8101  ELLIP H (06/??/19)  169.230  (m)                       GP(2010.00) c c
 DE8101  NAD 83(2011)-  36 12 38.11373(N)    095 51 15.78266(W) AD(2010.00) c
 DE8101  NAD 83(2011)-  36 12 38.11390(N)    095 51 15.78258(W) AD(2010.00) c
 DE8101  ELLIP H (08/??/11)  169.222  (m)                       GP(2010.00) c c
 DE8101  NAD 83(2007)-  36 12 38.11370(N)    095 51 15.78321(W) AD(2002.00) c
 DE8101  NAD 83(CORS)-  36 12 38.11370(N)    095 51 15.78321(W) AD(2002.00) c
 DE8101  ELLIP H (10/??/02)  169.242  (m)                       GP(2002.00) c c
 DE8101
 DE8101.Superseded values are not recommended for survey control.
 DE8101
 DE8101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8101.See file dsdata.pdf to determine how the superseded data were derived.
 DE8101
 DE8101_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8101
 DE8101                          STATION DESCRIPTION
 DE8101
 DE8101'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DE8101'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DE8101'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DE8101'AND LOG FILES ACCESSIBLE AT:
 DE8101'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0841 ***********************************************************************
 GG0841  DESIGNATION -  TULSA NATL BANK BLDG UPPER TWR
 GG0841  PID         -  GG0841
 GG0841  STATE/COUNTY-  OK/TULSA
 GG0841  COUNTRY     -  US
 GG0841  USGS QUAD   -  TULSA (2019)
 GG0841
 GG0841                         *CURRENT SURVEY CONTROL
 GG0841  ______________________________________________________________________
 GG0841* NAD 83(1993) POSITION- 36 09 11.35475(N) 095 59 23.27062(W)   ADJUSTED
 GG0841  ______________________________________________________________________
 GG0841  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 GG0841  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 GG0841  HORZ ORDER      -  THIRD
 GG0841
 GG0841.The horizontal coordinates were established by classical geodetic methods
 GG0841.and adjusted by the National Geodetic Survey in November 1994.
 GG0841
 GG0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0841.GEOID18 height accuracy estimate available here.
 GG0841
 GG0841.Click photographs - Photos may exist for this station.
 GG0841
 GG0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0841
 GG0841. The following values were computed from the NAD 83(1993) position.
 GG0841
 GG0841;                    North         East     Units Scale Factor Converg.
 GG0841;SPC OK N     -   129,818.286   780,873.387   MT  0.99994544   +1 11 10.7
 GG0841;SPC OK N     -   425,912.16  2,561,915.44   sFT  0.99994544   +1 11 10.7
 GG0841;UTM  15      - 4,005,078.063   231,021.241   MT  1.00049155   -1 45 53.6
 GG0841;UTM  14      - 4,005,134.837   770,815.040   MT  1.00050377   +1 46 37.0
 GG0841
 GG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3102105078(NAD 83)
 GG0841
 GG0841                          SUPERSEDED SURVEY CONTROL
 GG0841
 GG0841  NAD 83(1986)-  36 09 11.37894(N)    095 59 23.25558(W) AD(       ) 3
 GG0841  NAD 27      -  36 09 11.02000(N)    095 59 22.26500(W) AD(       ) 3
 GG0841
 GG0841.Superseded values are not recommended for survey control.
 GG0841
 GG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0841.See file dsdata.pdf to determine how the superseded data were derived.
 GG0841
 GG0841_MARKER: 55 = TOWER
 GG0841
 GG0841  HISTORY     - Date     Condition        Report By
 GG0841  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0841  HISTORY     - 1959     GOOD             CGS
 GG0841  HISTORY     - 1960     GOOD             CGS
 GG0841  HISTORY     - 1970     GOOD             NGS
 GG0841  HISTORY     - 1974     GOOD             NGS
 GG0841  HISTORY     - 1976     GOOD             NGS
 GG0841  HISTORY     - 1980     GOOD             NGS
 GG0841
 GG0841                          STATION DESCRIPTION
 GG0841
 GG0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JKR)
 GG0841'THIS INTERSECTION STATION IS THE TOWER ATOP THE TULSA NATIONAL
 GG0841'BANK BUILDING IN TULSA.  THERE IS A MAST RISING FROM THE TOP OF
 GG0841'THE TOWER.  THE BUILDING IS VERY PROMINENT- IT IS THE
 GG0841'HIGHEST BUILDING IN THE CITY, AND IS LOCATED ON BOSTON STREET,
 GG0841'BETWEEN 3RD AND 4TH STREETS.
 GG0841
 GG0841                          STATION RECOVERY (1960)
 GG0841
 GG0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 GG0841'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 GG0841
 GG0841                          STATION RECOVERY (1970)
 GG0841
 GG0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 GG0841'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GG0841'
 GG0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TULSA.
 GG0841
 GG0841                          STATION RECOVERY (1974)
 GG0841
 GG0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 GG0841'RECOVERED AS DESCRIBED.
 GG0841
 GG0841                          STATION RECOVERY (1976)
 GG0841
 GG0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 GG0841'STATION RECOVERED IN GOOD CONDITION.  BUILDING IS NO LONGER THE
 GG0841'TALLEST BUILDING IN THE AREA AND THE TOP SECTION HAS BEEN PAINTED
 GG0841'WHITE.
 GG0841'
 GG0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN TULSA.
 GG0841
 GG0841                          STATION RECOVERY (1980)
 GG0841
 GG0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 GG0841'RECOVERED AS DESCRIBED.
 GG0841'
 GG0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TULSA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0837 ***********************************************************************
 GG0837  DESIGNATION -  TULSA PHILTOWER CENTER OF TOP
 GG0837  PID         -  GG0837
 GG0837  STATE/COUNTY-  OK/TULSA
 GG0837  COUNTRY     -  US
 GG0837  USGS QUAD   -  TULSA (2019)
 GG0837
 GG0837                         *CURRENT SURVEY CONTROL
 GG0837  ______________________________________________________________________
 GG0837* NAD 83(1993) POSITION- 36 09 08.04945(N) 095 59 19.15954(W)   ADJUSTED
 GG0837  ______________________________________________________________________
 GG0837  GEOID HEIGHT    -        -28.898 (meters)                     GEOID18
 GG0837  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 GG0837  HORZ ORDER      -  THIRD
 GG0837
 GG0837.The horizontal coordinates were established by classical geodetic methods
 GG0837.and adjusted by the National Geodetic Survey in November 1994.
 GG0837
 GG0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0837.GEOID18 height accuracy estimate available here.
 GG0837
 GG0837.Click photographs - Photos may exist for this station.
 GG0837
 GG0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0837
 GG0837. The following values were computed from the NAD 83(1993) position.
 GG0837
 GG0837;                    North         East     Units Scale Factor Converg.
 GG0837;SPC OK N     -   129,718.563   780,978.234   MT  0.99994544   +1 11 13.2
 GG0837;SPC OK N     -   425,584.99  2,562,259.42   sFT  0.99994544   +1 11 13.2
 GG0837;UTM  15      - 4,004,973.017   231,120.870   MT  1.00049089   -1 45 51.0
 GG0837;UTM  14      - 4,005,036.145   770,920.969   MT  1.00050447   +1 46 39.3
 GG0837
 GG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3112004973(NAD 83)
 GG0837
 GG0837                          SUPERSEDED SURVEY CONTROL
 GG0837
 GG0837  NAD 83(1986)-  36 09 08.07346(N)    095 59 19.14437(W) AD(       ) 3
 GG0837  NAD 27      -  36 09 07.72100(N)    095 59 18.15900(W) AD(       ) 3
 GG0837
 GG0837.Superseded values are not recommended for survey control.
 GG0837
 GG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0837.See file dsdata.pdf to determine how the superseded data were derived.
 GG0837
 GG0837_MARKER: 55 = TOWER
 GG0837
 GG0837  HISTORY     - Date     Condition        Report By
 GG0837  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0837  HISTORY     - 1976     GOOD             NGS
 GG0837  HISTORY     - 19840717 GOOD             USPSQD
 GG0837
 GG0837                          STATION DESCRIPTION
 GG0837
 GG0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 GG0837'NO DESCRIPTION AVAILABLE.  POSITION CHECKS BY AZIMUTH.
 GG0837'
 GG0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN TULSA.
 GG0837
 GG0837                          STATION RECOVERY (1984)
 GG0837
 GG0837'RECOVERY NOTE BY US POWER SQUADRON 1984 (RSF)
 GG0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0838 ***********************************************************************
 GG0838  DESIGNATION -  TULSA PUBLIC MARKET FLAGPOLE
 GG0838  PID         -  GG0838
 GG0838  STATE/COUNTY-  OK/TULSA
 GG0838  COUNTRY     -  US
 GG0838  USGS QUAD   -  TULSA (2019)
 GG0838
 GG0838                         *CURRENT SURVEY CONTROL
 GG0838  ______________________________________________________________________
 GG0838* NAD 83(1993) POSITION- 36 08 54.20863(N) 095 58 56.27726(W)   ADJUSTED
 GG0838  ______________________________________________________________________
 GG0838  GEOID HEIGHT    -        -28.907 (meters)                     GEOID18
 GG0838  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 GG0838  HORZ ORDER      -  THIRD
 GG0838
 GG0838.The horizontal coordinates were established by classical geodetic methods
 GG0838.and adjusted by the National Geodetic Survey in November 1994.
 GG0838
 GG0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0838.GEOID18 height accuracy estimate available here.
 GG0838
 GG0838.Click photographs - Photos may exist for this station.
 GG0838
 GG0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0838
 GG0838. The following values were computed from the NAD 83(1993) position.
 GG0838
 GG0838;                    North         East     Units Scale Factor Converg.
 GG0838;SPC OK N     -   129,303.934   781,558.938   MT  0.99994546   +1 11 26.7
 GG0838;SPC OK N     -   424,224.66  2,564,164.62   sFT  0.99994546   +1 11 26.7
 GG0838;UTM  15      - 4,004,528.800   231,679.761   MT  1.00048719   -1 45 36.9
 GG0838;UTM  14      - 4,004,627.293   771,506.244   MT  1.00050839   +1 46 52.2
 GG0838
 GG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3167904528(NAD 83)
 GG0838
 GG0838                          SUPERSEDED SURVEY CONTROL
 GG0838
 GG0838  NAD 83(1986)-  36 08 54.23236(N)    095 58 56.26173(W) AD(       ) 3
 GG0838  NAD 27      -  36 08 53.88000(N)    095 58 55.28000(W) AD(       ) 3
 GG0838
 GG0838.Superseded values are not recommended for survey control.
 GG0838
 GG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0838.See file dsdata.pdf to determine how the superseded data were derived.
 GG0838
 GG0838_MARKER: 62 = FLAGPOLE
 GG0838
 GG0838  HISTORY     - Date     Condition        Report By
 GG0838  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0838
 GG0838                          STATION DESCRIPTION
 GG0838
 GG0838'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0943 ***********************************************************************
 GH0943  DESIGNATION -  TULSA RED TANK
 GH0943  PID         -  GH0943
 GH0943  STATE/COUNTY-  OK/TULSA
 GH0943  COUNTRY     -  US
 GH0943  USGS QUAD   -  SAND SPRINGS (2018)
 GH0943
 GH0943                         *CURRENT SURVEY CONTROL
 GH0943  ______________________________________________________________________
 GH0943* NAD 83(1993) POSITION- 36 08 58.84817(N) 096 01 36.73990(W)   ADJUSTED
 GH0943  ______________________________________________________________________
 GH0943  GEOID HEIGHT    -        -28.845 (meters)                     GEOID18
 GH0943  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 GH0943  HORZ ORDER      -  THIRD
 GH0943
 GH0943.The horizontal coordinates were established by classical geodetic methods
 GH0943.and adjusted by the National Geodetic Survey in November 1994.
 GH0943
 GH0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0943.GEOID18 height accuracy estimate available here.
 GH0943
 GH0943.Click photographs - Photos may exist for this station.
 GH0943
 GH0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0943
 GH0943. The following values were computed from the NAD 83(1993) position.
 GH0943
 GH0943;                    North         East     Units Scale Factor Converg.
 GH0943;SPC OK N     -   129,364.466   777,545.779   MT  0.99994546   +1 09 52.0
 GH0943;SPC OK N     -   424,423.25  2,550,998.11   sFT  0.99994546   +1 09 52.0
 GH0943;UTM  14      - 4,004,646.478   767,490.468   MT  1.00048171   +1 45 17.6
 GH0943;UTM  15      - 4,004,796.007   227,672.817   MT  1.00051389   -1 47 11.9
 GH0943
 GH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6749004646(NAD 83)
 GH0943
 GH0943                          SUPERSEDED SURVEY CONTROL
 GH0943
 GH0943  NAD 83(1986)-  36 08 58.87136(N)    096 01 36.72440(W) AD(       ) 3
 GH0943  NAD 27      -  36 08 58.54000(N)    096 01 35.74000(W) AD(       ) 3
 GH0943
 GH0943.Superseded values are not recommended for survey control.
 GH0943
 GH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0943.See file dsdata.pdf to determine how the superseded data were derived.
 GH0943
 GH0943_MARKER: 53 = ELEVATED TANK
 GH0943
 GH0943  HISTORY     - Date     Condition        Report By
 GH0943  HISTORY     - 1938     FIRST OBSERVED   CGS
 GH0943
 GH0943                          STATION DESCRIPTION
 GH0943
 GH0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0943'THIS STATION IS A RED ELEVATED TANK WITH A SIGN A. C.
 GH0943'TRACTORS-FRED E. COOPER CO., LOCATED AT SOUTH THIRTY-THIRD
 GH0943'AVENUE AND U.S. HIGHWAY 64.  THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0833 ***********************************************************************
 GG0833  DESIGNATION -  TULSA SPARTON AIRCRAFT CO TANK
 GG0833  PID         -  GG0833
 GG0833  STATE/COUNTY-  OK/TULSA
 GG0833  COUNTRY     -  US
 GG0833  USGS QUAD   -  TULSA (2019)
 GG0833
 GG0833                         *CURRENT SURVEY CONTROL
 GG0833  ______________________________________________________________________
 GG0833* NAD 83(1993) POSITION- 36 10 53.98091(N) 095 54 13.83189(W)   ADJUSTED
 GG0833  ______________________________________________________________________
 GG0833  GEOID HEIGHT    -        -29.010 (meters)                     GEOID18
 GG0833  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 GG0833  HORZ ORDER      -  THIRD
 GG0833
 GG0833.The horizontal coordinates were established by classical geodetic methods
 GG0833.and adjusted by the National Geodetic Survey in November 1994.
 GG0833
 GG0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0833.GEOID18 height accuracy estimate available here.
 GG0833
 GG0833.Click photographs - Photos may exist for this station.
 GG0833
 GG0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0833
 GG0833. The following values were computed from the NAD 83(1993) position.
 GG0833
 GG0833;                    North         East     Units Scale Factor Converg.
 GG0833;SPC OK N     -   133,144.160   788,537.974   MT  0.99994544   +1 14 13.3
 GG0833;SPC OK N     -   436,823.80  2,587,061.67   sFT  0.99994544   +1 14 13.3
 GG0833;UTM  15      - 4,008,006.360   238,850.998   MT  1.00044039   -1 42 54.9
 GG0833
 GG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3885008006(NAD 83)
 GG0833
 GG0833                          SUPERSEDED SURVEY CONTROL
 GG0833
 GG0833  NAD 83(1986)-  36 10 54.00520(N)    095 54 13.81660(W) AD(       ) 3
 GG0833  NAD 27      -  36 10 53.65800(N)    095 54 12.84600(W) AD(       ) 3
 GG0833
 GG0833.Superseded values are not recommended for survey control.
 GG0833
 GG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0833.See file dsdata.pdf to determine how the superseded data were derived.
 GG0833
 GG0833_MARKER: 51 = TANK
 GG0833
 GG0833  HISTORY     - Date     Condition        Report By
 GG0833  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0833  HISTORY     - 1946     SEE DESCRIPTION  CGS
 GG0833
 GG0833                          STATION DESCRIPTION
 GG0833
 GG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (SCD)
 GG0833'THIS TANK WAS REMOVED IN MAY 1942 FROM INFORMATION FURNISHED
 GG0833'BY THE GENERAL MANAGER OF SPARTON AIRCRAFT COMPANY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0825 ***********************************************************************
 GG0825  DESIGNATION -  TULSA STATION KVOO W RAD MAST
 GG0825  PID         -  GG0825
 GG0825  STATE/COUNTY-  OK/TULSA
 GG0825  COUNTRY     -  US
 GG0825  USGS QUAD   -  MINGO (2019)
 GG0825
 GG0825                         *CURRENT SURVEY CONTROL
 GG0825  ______________________________________________________________________
 GG0825* NAD 83(1993) POSITION- 36 08 47.67022(N) 095 48 29.69929(W)   ADJUSTED
 GG0825  ______________________________________________________________________
 GG0825  GEOID HEIGHT    -        -29.097 (meters)                     GEOID18
 GG0825  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 GG0825  HORZ ORDER      -  THIRD
 GG0825
 GG0825.The horizontal coordinates were established by classical geodetic methods
 GG0825.and adjusted by the National Geodetic Survey in November 1994.
 GG0825
 GG0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0825.GEOID18 height accuracy estimate available here.
 GG0825
 GG0825.Click photographs - Photos may exist for this station.
 GG0825
 GG0825.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0825
 GG0825. The following values were computed from the NAD 83(1993) position.
 GG0825
 GG0825;                    North         East     Units Scale Factor Converg.
 GG0825;SPC OK N     -   129,441.983   797,222.438   MT  0.99994547   +1 17 36.4
 GG0825;SPC OK N     -   424,677.57  2,615,553.95   sFT  0.99994547   +1 17 36.4
 GG0825;UTM  15      - 4,003,859.983   247,337.282   MT  1.00038666   -1 39 26.4
 GG0825
 GG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4733703859(NAD 83)
 GG0825
 GG0825                          SUPERSEDED SURVEY CONTROL
 GG0825
 GG0825  NAD 83(1986)-  36 08 47.69451(N)    095 48 29.68378(W) AD(       ) 3
 GG0825  NAD 27      -  36 08 47.34000(N)    095 48 28.73800(W) AD(       ) 3
 GG0825
 GG0825.Superseded values are not recommended for survey control.
 GG0825
 GG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0825.See file dsdata.pdf to determine how the superseded data were derived.
 GG0825
 GG0825_MARKER: 42 = RADIO/TV MAST
 GG0825
 GG0825  HISTORY     - Date     Condition        Report By
 GG0825  HISTORY     - 1934     FIRST OBSERVED   CGS
 GG0825
 GG0825                          STATION DESCRIPTION
 GG0825
 GG0825'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0830 ***********************************************************************
 GG0830  DESIGNATION -  TULSA UNIV KENDALL HALL BELFRY
 GG0830  PID         -  GG0830
 GG0830  STATE/COUNTY-  OK/TULSA
 GG0830  COUNTRY     -  US
 GG0830  USGS QUAD   -  TULSA (2019)
 GG0830
 GG0830                         *CURRENT SURVEY CONTROL
 GG0830  ______________________________________________________________________
 GG0830* NAD 83(1993) POSITION- 36 09 06.38129(N) 095 56 44.28421(W)   ADJUSTED
 GG0830  ______________________________________________________________________
 GG0830  GEOID HEIGHT    -        -28.953 (meters)                     GEOID18
 GG0830  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 GG0830  HORZ ORDER      -  THIRD
 GG0830
 GG0830.The horizontal coordinates were established by classical geodetic methods
 GG0830.and adjusted by the National Geodetic Survey in November 1994.
 GG0830
 GG0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0830.GEOID18 height accuracy estimate available here.
 GG0830
 GG0830.Click photographs - Photos may exist for this station.
 GG0830
 GG0830.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0830
 GG0830. The following values were computed from the NAD 83(1993) position.
 GG0830
 GG0830;                    North         East     Units Scale Factor Converg.
 GG0830;SPC OK N     -   129,748.212   784,849.718   MT  0.99994545   +1 12 44.6
 GG0830;SPC OK N     -   425,682.26  2,574,961.12   sFT  0.99994545   +1 12 44.6
 GG0830;UTM  15      - 4,004,803.216   234,990.807   MT  1.00046542   -1 44 19.4
 GG0830;UTM  14      - 4,005,105.738   774,794.156   MT  1.00053052   +1 48 10.7
 GG0830
 GG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3499004803(NAD 83)
 GG0830
 GG0830                          SUPERSEDED SURVEY CONTROL
 GG0830
 GG0830  NAD 83(1986)-  36 09 06.40517(N)    095 56 44.26867(W) AD(       ) 3
 GG0830  NAD 27      -  36 09 06.07000(N)    095 56 43.30000(W) AD(       ) 3
 GG0830
 GG0830.Superseded values are not recommended for survey control.
 GG0830
 GG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0830.See file dsdata.pdf to determine how the superseded data were derived.
 GG0830
 GG0830_MARKER: 75 = BELFRY
 GG0830
 GG0830  HISTORY     - Date     Condition        Report By
 GG0830  HISTORY     - 1938     FIRST OBSERVED   CGS
 GG0830
 GG0830                          STATION DESCRIPTION
 GG0830
 GG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0830'STATION IS THE CENTER OF THE BELFRY ON KENDALL HALL, TULSA
 GG0830'UNIVERSITY, LOCATED AT SOUTH COLLEGE AND EAST SEVENTH STREETS.
 GG0830'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0714 ***********************************************************************
 EL0714  DESIGNATION -  TUPELO
 EL0714  PID         -  EL0714
 EL0714  STATE/COUNTY-  OK/COAL
 EL0714  COUNTRY     -  US
 EL0714  USGS QUAD   -  TUPELO (2018)
 EL0714
 EL0714                         *CURRENT SURVEY CONTROL
 EL0714  ______________________________________________________________________
 EL0714* NAD 83(1993) POSITION- 34 36 36.54651(N) 096 25 27.14711(W)   ADJUSTED
 EL0714* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 EL0714  ______________________________________________________________________
 EL0714  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 EL0714  LAPLACE CORR    -         -6.97  (seconds)                    DEFLEC18
 EL0714  HORZ ORDER      -  THIRD
 EL0714
 EL0714.The horizontal coordinates were established by classical geodetic methods
 EL0714.and adjusted by the National Geodetic Survey in November 1994.
 EL0714
 EL0714.The orthometric height was scaled from a topographic map.
 EL0714
 EL0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0714.GEOID18 height accuracy estimate available here.
 EL0714
 EL0714.Click photographs - Photos may exist for this station.
 EL0714
 EL0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0714
 EL0714. The following values were computed from the NAD 83(1993) position.
 EL0714
 EL0714;                    North         East     Units Scale Factor Converg.
 EL0714;SPC OK S     -   142,757.018   744,515.021   MT  0.99993604   +0 53 40.0
 EL0714;SPC OK S     -   468,361.98  2,442,629.70   sFT  0.99993604   +0 53 40.0
 EL0714;UTM  14      - 3,832,828.396   736,183.105   MT  1.00028761   +1 27 49.3
 EL0714
 EL0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0714!SPC OK S     -   0.99996813  x   0.99993604  =   0.99990417
 EL0714!UTM  14      -   0.99996813  x   1.00028761  =   1.00025573
 EL0714
 EL0714:                Primary Azimuth Mark                     Grid Az
 EL0714:SPC OK S     -  TUPELO AZ MK                             181 21 33.4
 EL0714:UTM  14      -  TUPELO AZ MK                             180 47 24.1
 EL0714
 EL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3618332828(NAD 83)
 EL0714
 EL0714|---------------------------------------------------------------------|
 EL0714| PID    Reference Object                     Distance      Geod. Az  |
 EL0714|                                                           dddmmss.s |
 EL0714| CY2512 TUPELO RM 1                           9.120 METERS 00331     |
 EL0714| CY2513 TUPELO RM 2                          29.301 METERS 05403     |
 EL0714| CY2511 TUPELO AZ MK                                       1821513.4 |
 EL0714|---------------------------------------------------------------------|
 EL0714
 EL0714                          SUPERSEDED SURVEY CONTROL
 EL0714
 EL0714  NAD 83(1986)-  34 36 36.55055(N)    096 25 27.13854(W) AD(       ) 3
 EL0714  NAD 27      -  34 36 36.23500(N)    096 25 26.12380(W) AD(       ) 3
 EL0714
 EL0714.Superseded values are not recommended for survey control.
 EL0714
 EL0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0714.See file dsdata.pdf to determine how the superseded data were derived.
 EL0714
 EL0714_MARKER: DS = TRIANGULATION STATION DISK
 EL0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0714_STAMPING: TUPELO 1955
 EL0714_MARK LOGO: CGS
 EL0714_PROJECTION: FLUSH
 EL0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0714+STABILITY: SURFACE MOTION
 EL0714
 EL0714  HISTORY     - Date     Condition        Report By
 EL0714  HISTORY     - 1955     MONUMENTED       CGS
 EL0714  HISTORY     - 1969     GOOD             DMA
 EL0714
 EL0714                          STATION DESCRIPTION
 EL0714
 EL0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0714'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 48,
 EL0714'ABOUT 1/3 MILE NORTHWEST OF THE VILLAGE OF TUPELO, ABOUT 6 MILES
 EL0714'AIRLINE EAST-SOUTHEAST OF STONEWALL, AND ABOUT 12 MILES AIRLINE
 EL0714'WEST-NORTHWEST OF COALGATE.
 EL0714'
 EL0714'TO REACH THE STATION FROM THE POST OFFICE IN TUPELO GO WEST ON
 EL0714'STATE HIGHWAY 3 0.15 MILE TO A CROSS ROAD.  TURN RIGHT ONTO STATE
 EL0714'HIGHWAY 48 AND GO NORTH ABOUT 50 YARDS TO A CULVERT AND THE
 EL0714'AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD, NORTH, AND
 EL0714'GO 0.3 MILE TO A WITNESS POST AND THE STATION.
 EL0714'
 EL0714'THE STATION MARK IS A STANDARD DISK STAMPED TUPELO 1955 SET
 EL0714'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 EL0714'WITH THE TOP OF THE GROUND.  IT IS 3 FEET WEST OF A FENCE LINE,
 EL0714'17 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET NORTHWEST
 EL0714'OF A WITNESS POST.
 EL0714'
 EL0714'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED TUPELO NO
 EL0714'1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 EL0714'IS FLUSH WITH THE TOP OF THE GROUND.  IT IS 1 FOOT WEST OF A
 EL0714'FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 EL0714'
 EL0714'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED TUPELO
 EL0714'NO 2 1955 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 EL0714'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 5 FEET LOWER THAN
 EL0714'THE STATION.
 EL0714'
 EL0714'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 EL0714'48 AND IS A STANDARD DISK STAMPED TUPELO 1955 CEMENTED IN A DRILL
 EL0714'HOLE IN THE TOP AND NEAR THE NORTH EDGE OF A CONCRETE CULVERT
 EL0714'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 16 FEET WEST
 EL0714'OF THE CENTERLINE OF THE ROAD.
 EL0714
 EL0714                          STATION RECOVERY (1969)
 EL0714
 EL0714'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0714'STATION, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED
 EL0714'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 IS NOW 10
 EL0714'INCHES BELOW THE SURFACE OF THE GROUND.
 EL0714'
 EL0714'ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1335 ***********************************************************************
 GL1335  DESIGNATION -  TURBYFILL
 GL1335  PID         -  GL1335
 GL1335  STATE/COUNTY-  OK/CIMARRON
 GL1335  COUNTRY     -  US
 GL1335  USGS QUAD   -  GRIGGS NE (2018)
 GL1335
 GL1335                         *CURRENT SURVEY CONTROL
 GL1335  ______________________________________________________________________
 GL1335* NAD 83(1997) POSITION- 36 41 22.94032(N) 102 02 13.78096(W)   ADJUSTED
 GL1335* NAVD 88 ORTHO HEIGHT -  1129.7   (meters)     3706.    (feet) VERTCON3
 GL1335  ______________________________________________________________________
 GL1335  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 GL1335  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC18
 GL1335  HORZ ORDER      -  FIRST
 GL1335
 GL1335.The horizontal coordinates were established by classical geodetic methods
 GL1335.and adjusted by the National Geodetic Survey in October 1998.
 GL1335
 GL1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1335
 GL1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1335.GEOID18 height accuracy estimate available here.
 GL1335
 GL1335.Click photographs - Photos may exist for this station.
 GL1335
 GL1335.The Laplace correction was computed from DEFLEC18 derived deflections.
 GL1335
 GL1335. The following values were computed from the NAD 83(1997) position.
 GL1335
 GL1335;                    North         East     Units Scale Factor Converg.
 GL1335;SPC OK N     -   194,983.248   239,299.274   MT  0.99998686   -2 22 57.1
 GL1335;SPC OK N     -   639,707.54    785,101.03   sFT  0.99998686   -2 22 57.1
 GL1335;UTM  13      - 4,064,542.923   764,723.118   MT  1.00046345   +1 46 16.6
 GL1335;UTM  14      - 4,064,750.914   228,634.536   MT  1.00050733   -1 48 56.7
 GL1335
 GL1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1335!SPC OK N     -   0.99982666  x   0.99998686  =   0.99981352
 GL1335!UTM  13      -   0.99982666  x   1.00046345  =   1.00029003
 GL1335!UTM  14      -   0.99982666  x   1.00050733  =   1.00033390
 GL1335
 GL1335:                Primary Azimuth Mark                     Grid Az
 GL1335:SPC OK N     -  TURBYFILL AZ MK                          295 33 09.0
 GL1335:UTM  13      -  TURBYFILL AZ MK                          291 23 55.3
 GL1335:UTM  14      -  TURBYFILL AZ MK                          294 59 08.6
 GL1335
 GL1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6472364542(NAD 83)
 GL1335
 GL1335|---------------------------------------------------------------------|
 GL1335| PID    Reference Object                     Distance      Geod. Az  |
 GL1335|                                                           dddmmss.s |
 GL1335| CM9411 TURBYFILL RM 1                       40.295 METERS 08927     |
 GL1335| CM9412 TURBYFILL RM 2                       35.762 METERS 24351     |
 GL1335| CM9410 TURBYFILL AZ MK                                    2931011.9 |
 GL1335|---------------------------------------------------------------------|
 GL1335
 GL1335                          SUPERSEDED SURVEY CONTROL
 GL1335
 GL1335  NAD 83(1993)-  36 41 22.94026(N)    102 02 13.78089(W) AD(       ) 1
 GL1335  NAD 83(1986)-  36 41 22.95265(N)    102 02 13.76762(W) AD(       ) 1
 GL1335  NAD 27      -  36 41 22.87054(N)    102 02 12.15349(W) AD(       ) 1
 GL1335  NGVD 29 (07/19/86) 1129.2    (m)         3705.     (f) VERT ANG       
 GL1335
 GL1335.Superseded values are not recommended for survey control.
 GL1335
 GL1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1335.See file dsdata.pdf to determine how the superseded data were derived.
 GL1335
 GL1335_MARKER: DS = TRIANGULATION STATION DISK
 GL1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1335_STAMPING: TURBYFILL 1934
 GL1335_MARK LOGO: CGS
 GL1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1335+STABILITY: SURFACE MOTION
 GL1335
 GL1335  HISTORY     - Date     Condition        Report By
 GL1335  HISTORY     - 1934     MONUMENTED       CGS
 GL1335  HISTORY     - 1960     GOOD             CGS
 GL1335  HISTORY     - 1963     SEE DESCRIPTION  LOCENG
 GL1335  HISTORY     - 1971     SEE DESCRIPTION  USGS
 GL1335
 GL1335                          STATION DESCRIPTION
 GL1335
 GL1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1335'THE STATION IS LOCATED ABOUT 11 MILES SW OF EVA AND 5 MILES
 GL1335'S OF U.S. HIGHWAY 64.  IT IS ON THE HIGHEST GROUND IN THE
 GL1335'IMMEDIATE VICINITY AND IS IN THE RIGHT-OF-WAY OF AN E AND W
 GL1335'SECTIN LINE ROAD.  IT IS IN SEC. 25, T 3 N, R 9 E.
 GL1335'
 GL1335'THE STATION MARK PROJECTS 6 INCHES AND IS 3 FEET S OF THE
 GL1335'RIGHT-OF-WAY FENCE ON THE N SIDE OF THE ABOVE E AND W SECTION
 GL1335'LINE ROAD.
 GL1335'
 GL1335'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1335'BRONZE DISKS SET IN CONCRETE.
 GL1335'
 GL1335'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS E OF THE STATION
 GL1335'IN THE ABOVE FENCE.
 GL1335'
 GL1335'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS WSW OF THE STATION,
 GL1335'54.5 FEET S OF THE ABOVE FENCE.
 GL1335'
 GL1335'THE AZIMUTH MARK PROJETS 3 INCHES AND IS WNW OF THE STATION,
 GL1335'21 FEET W OF THE CENTER LINE OF A GRADED N AND S ROAD.
 GL1335'
 GL1335'TO REACH THE STATIN FROM EVA (A SMALL TOWN ON THE MISSOURI
 GL1335'KANSAS TEXAS RAILROAD) GO S ON THE MAIN ROAD FROM THE RAILROAD
 GL1335'TRACKS 2.3 MILES TO U.S. HIGHWAY 64.  HERE TURN RIGHT
 GL1335'AND GO W ON U.S. HIGHWAY 64 FOR 6.2 MILES TO COTTONWOOD SERVICE
 GL1335'STATION ON THE N SIDE OF THE HIGHWAY.  CONTINUE W ON HIGHWAY
 GL1335'1.2 MILES TO A GRADED CROSSROADS.  HERE LEAVE U.S. HIGHWAY 64,
 GL1335'TURN LEFT, AND GO S ON GRADED ROAD 1.2 MILES TO MIDWELL SCHOOL,
 GL1335'DISTRICT 54, ON THE RIGHT SIDE OF THE ROAD.  CONTINUE S ON
 GL1335'MAIN ROAD 2.3 MILES TO E.H. TURBYFILLS HOUSE AND BUILDINGS
 GL1335'ON THE LEFT SIDE OF THE ROAD.  (THE AZIMUTH MARK IS ON THE
 GL1335'RIGHT SIDE OF THE ROAD AT THIS POINT.) CONTINUE S 0.3 MILE
 GL1335'TO A CROSSROADS.  HERE TURN LEFT AND GO E ON TRACK SECTION
 GL1335'LINE ROAD 0.7 MILE TO THE STATION ON THE LEFT SIDE OF THE
 GL1335'ROAD.
 GL1335'
 GL1335'A 35-FOOT STAND WILL CLEAR ALL LINES.
 GL1335
 GL1335                          STATION RECOVERY (1960)
 GL1335
 GL1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 GL1335'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GL1335'A COMPLETE NEW DESCRIPTION FOLLOWS--
 GL1335'
 GL1335'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF EVA AND
 GL1335'5 MILES SOUTH OF U.S. HIGHWAY NO. 64.  IT IS ON THE HIGHEST
 GL1335'GROUND IN THE IMMEDIATE VICINITY AND IS IN THE RIGHT-OF-WAY
 GL1335'OF AN EAST-WEST SECTION LINE ROAD.  IT IS IN SECTION 25, T 3 N,
 GL1335'R 9 E.
 GL1335'
 GL1335'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EVA, GO SOUTH
 GL1335'ON STATE HIGHWAY NO. 95 FOR 2.4 MILES TO THE JUNCTION OF U.S.
 GL1335'HIGHWAY NO. 64.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO.
 GL1335'64 FOR 7.6 MILES TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON A
 GL1335'DIRT ROAD FOR 4.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 GL1335'CONTINUE SOUTH ON DIRT ROAD FOR 0.3 MILE TO A T-ROAD ON THE
 GL1335'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.7 MILE TO THE
 GL1335'STATION SITE ON THE LEFT.
 GL1335'
 GL1335'STATION MARK, A STANDARD DISK STAMPED TURBYFILL 1934, IS
 GL1335'SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 GL1335'POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 GL1335'5.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 22.0 FEET NORTH
 GL1335'OF THE CENTER OF A DIRT ROAD, AND 51.0 FEET NORTH OF AN EAST-WEST
 GL1335'FENCE LINE.
 GL1335'
 GL1335'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TURBYFILL NO.
 GL1335'1 1934, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 GL1335'POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 GL1335'3.6 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 24.0 FEET NORTH
 GL1335'OF THE CENTER OF A DIRT ROAD.
 GL1335'
 GL1335'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TURBYFILL NO.
 GL1335'2 1934, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 GL1335'CONCRETE POST WHICH PROJECTS 16 INCHES.  IT IS 73.0 FEET EAST
 GL1335'OF THE EAST EDGE OF A WIRE GATE AND 28.0 FEET SOUTH OF THE
 GL1335'CENTER OF A DIRT ROAD.
 GL1335'
 GL1335'AZIMUTH MARK, A STANDARD DISK STAMPED TURBYFILL 1934, IS
 GL1335'SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 GL1335'POST WHICH PROJECTS 1 INCH.  IT IS 44.0 FEET WEST OF THE CENTER
 GL1335'OF A DIRT ROAD AND IS IN THE CENTER OF A NORTH-SOUTH FENCE LINE.
 GL1335
 GL1335                          STATION RECOVERY (1963)
 GL1335
 GL1335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (RTS)
 GL1335'STATION RECOVERED BY BURR OIL CO
 GL1335'
 GL1335'STATION HAS BEEN DUG UP AND MOVED ACROSS PRESENT ROAD.  R.M.
 GL1335'2 LOOKS UNDISTURBED.  DID NOT RECOVER R.M. 1 OR AZIMUTH MARK
 GL1335'SINCE NO DESCRIPTION WAS AVAILABLE AT THE TIME THE STATION
 GL1335'WAS VISITED.  THEY BOTH COULD BE INTACT.
 GL1335
 GL1335                          STATION RECOVERY (1971)
 GL1335
 GL1335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JEK)
 GL1335'STA. HAS BEEN MOVED FROM N. TO S. SIDE OF RD., R.M. 1 HAS
 GL1335'BEEN MOVED FROM N. TO S. SIDE OF RD, R.M. 2 WAS FOUND TILTED
 GL1335'BUT SOLID AND PROBABLY IN THE ORIGINAL LOCATION.  AZ. MK. NOT
 GL1335'FOUND-SAND DRIFTED INTO FENCE LINE.
 GL1335'
 GL1335'DISTANCES OR DIRECTIONS TO R.M.S COULD NOT BE CHECKED (STATION
 GL1335'HAS BEEN MOVED).  THE DESCRIPTION TO REACH IS ADEQUATE.
 GL1335'STA. IS 28 FT. S. CENTER OF DIRT RD., 0.5 FT. S. OF S. R/W FE.,
 GL1335'R.M. 1 IS E. OF STA. S. CENTER OF RD. 0.5 FT. S. OF S. R/W FE.
 GL1335'R.M. 2 IS W. OF THE STA., 28 FT. S. CENTER OF RD., 0.5 FT. S.
 GL1335'R/W FE. AND THE ARROW IS POINTED TOWARD APPROX. LOCATION OF
 GL1335'ORIGINAL STA. MK. (NE)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0954 ***********************************************************************
 EL0954  DESIGNATION -  TURK
 EL0954  PID         -  EL0954
 EL0954  STATE/COUNTY-  OK/JEFFERSON
 EL0954  COUNTRY     -  US
 EL0954  USGS QUAD   -  RYAN NE (2018)
 EL0954
 EL0954                         *CURRENT SURVEY CONTROL
 EL0954  ______________________________________________________________________
 EL0954* NAD 83(1993) POSITION- 34 14 04.09229(N) 097 50 34.49886(W)   ADJUSTED
 EL0954* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 EL0954  ______________________________________________________________________
 EL0954  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 EL0954  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 EL0954  HORZ ORDER      -  SECOND
 EL0954
 EL0954.The horizontal coordinates were established by classical geodetic methods
 EL0954.and adjusted by the National Geodetic Survey in November 1994.
 EL0954
 EL0954.The orthometric height was scaled from a topographic map.
 EL0954
 EL0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0954.GEOID18 height accuracy estimate available here.
 EL0954
 EL0954.Click photographs - Photos may exist for this station.
 EL0954
 EL0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0954
 EL0954. The following values were computed from the NAD 83(1993) position.
 EL0954
 EL0954;                    North         East     Units Scale Factor Converg.
 EL0954;SPC OK S     -    99,968.282   614,471.480   MT  0.99995446   +0 05 21.0
 EL0954;SPC OK S     -   327,979.27  2,015,978.51   sFT  0.99995446   +0 05 21.0
 EL0954;UTM  14      - 3,788,759.443   606,562.365   MT  0.99973997   +0 39 03.7
 EL0954
 EL0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0954!SPC OK S     -   0.99995503  x   0.99995446  =   0.99990949
 EL0954!UTM  14      -   0.99995503  x   0.99973997  =   0.99969501
 EL0954
 EL0954:                Primary Azimuth Mark                     Grid Az
 EL0954:SPC OK S     -  TURK AZ MK                               122 40 24.4
 EL0954:UTM  14      -  TURK AZ MK                               122 06 41.7
 EL0954
 EL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0656288759(NAD 83)
 EL0954
 EL0954|---------------------------------------------------------------------|
 EL0954| PID    Reference Object                     Distance      Geod. Az  |
 EL0954|                                                           dddmmss.s |
 EL0954| CY2516 TURK RM 2                            12.408 METERS 00422     |
 EL0954| CY2515 TURK RM 1                            14.165 METERS 09744     |
 EL0954| EL0941 RINGLING MUNICIPAL TANK             APPROX.23.6 KM 1050037.7 |
 EL0954| CY2514 TURK AZ MK                                         1224545.4 |
 EL0954|---------------------------------------------------------------------|
 EL0954
 EL0954                          SUPERSEDED SURVEY CONTROL
 EL0954
 EL0954  NAD 83(1986)-  34 14 04.09680(N)    097 50 34.48665(W) AD(       ) 2
 EL0954  NAD 27      -  34 14 03.76970(N)    097 50 33.36780(W) AD(       ) 2
 EL0954
 EL0954.Superseded values are not recommended for survey control.
 EL0954
 EL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0954.See file dsdata.pdf to determine how the superseded data were derived.
 EL0954
 EL0954_MARKER: DS = TRIANGULATION STATION DISK
 EL0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0954_STAMPING: TURK 1955
 EL0954_MARK LOGO: CGS
 EL0954_PROJECTION: FLUSH
 EL0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0954+STABILITY: SURFACE MOTION
 EL0954
 EL0954  HISTORY     - Date     Condition        Report By
 EL0954  HISTORY     - 1955     MONUMENTED       CGS
 EL0954
 EL0954                          STATION DESCRIPTION
 EL0954
 EL0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0954'STATION IS LOCATED ON THE HIGHEST PART OF A GRASS COVERED RIDGE
 EL0954'WHICH LIES IN AN APPROX. NORTH-SOUTH DIRECTION.  THERE IS ANOTHER
 EL0954'HIGH POINT, ALMOST THE SAME ELEVATION AS THE STATION HILL, ABOUT
 EL0954'0.5 MILE SOUTH-SOUTHWEST OF STATION.  THE STATION IS ABOUT 8
 EL0954'MILES EAST OF ADDINGTON AND 15 MILES NORTHEAST OF WAURIKA.
 EL0954'
 EL0954'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 81, WHICH
 EL0954'IS 1.0 MILE EAST OF WAURIKA, DRIVE EAST ON U.S. HIGHWAY 70 FOR
 EL0954'7.0 MILES TO A T-ROAD LEFT.  TURN LEFT AND DRIVE NORTH ON BLADED
 EL0954'ROAD FOR 3.0 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND DRIVE EAST
 EL0954'ON BLADED ROAD FOR 3.0 MILES TO A T-ROAD JUNCTION.  TURN LEFT,
 EL0954'PASS THROUGH GATE AND CONTINUE NORTH FOR 0.6 MILE TO RANCH
 EL0954'BUILDINGS.  CONTINUE RANCH ROAD NORTH FOR 0.15 MILE TO A GATE.
 EL0954'PASS THROUGH GATE AND DRIVE NORTH ACROSS A DAM TO THE
 EL0954'NORTHEAST CORNER OF POND TO A Y-FORK.  TAKE LEFT FORK AND
 EL0954'DRIVE 0.6 MILE WEST NORTHWEST TO A Y-FORK.  KEEP LEFT AND
 EL0954'CONTINUE TRACK ROAD FOR 0.6 MILE TO A Y-FORK.  KEEP LEFT FORK
 EL0954'AGAIN AND DRIVE WEST NORTHWEST FOR 1.1 MILES TO A Y-FORK AND
 EL0954'THE AZIMUTH MARK ON THE RIGHT.  KEEP LEFT FORK AND DRIVE WEST
 EL0954'UP HILL FOR 0.3 MILE TO A CROSS ROAD AT SUMMIT OF HILL AND
 EL0954'STATION ON THE RIGHT.
 EL0954'
 EL0954'SURFACE-STATION MARK, STAMPED TURK 1955, IS A STANDARD DISK SET
 EL0954'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0954'FLUSH WITH THE GROUND.  IT IS 40 FEET NORTHWEST OF CROSS ROAD
 EL0954'AND ABOUT 300 YARDS WEST SOUTHWEST OF A SMALL POND.
 EL0954'
 EL0954'UNDERGROUND-STATION MARK, STAMPED TURK 1955, IS SET IN A MASS
 EL0954'OF CONCRETE ABOUT 6 INCHES IN DIAMETER AND 36 INCHES BELOW THE
 EL0954'SURFACE OF THE GROUND.  THE CENTER OF THE UNDERGROUND MARK IS SET
 EL0954'PLUMB WITH THE CENTER OF THE SURFACE MARK.
 EL0954'
 EL0954'REFERENCE MARK 1, STAMPED TURK NO 1 1955, IS A STANDARD DISK SET
 EL0954'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0954'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME
 EL0954'ELEVATION AS THE STATION MARK.
 EL0954'
 EL0954'REFERENCE MARK 2, STAMPED TURK NO 2 1955, IS A STANDARD DISK
 EL0954'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 EL0954'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME
 EL0954'ELEVATION AS THE STATION MARK.
 EL0954'
 EL0954'AZIMUTH MARK, STAMPED TURK 1955, IS A STANDARD DISK SET IN THE
 EL0954'TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS 6
 EL0954'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET 7 FEET SOUTH
 EL0954'OF THE CENTERLINE OF TRACK ROAD, 4 FEET NORTHWEST OF A WHITE
 EL0954'WITNESS POST AND 78 FEET NORTH OF THE NORTH OF THE NORTH ONE OF
 EL0954'TWO STEEL PIPES WHICH ARE 6 INCHES IN DIAMETER AND PROJECT
 EL0954'ABOUT 10 FEET ABOVE THE GROUND.
 EL0954'
 EL0954'OBSERVATIONS WERE MADE FROM A 10 FOOT TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0822 ***********************************************************************
 EL0822  DESIGNATION -  TURKEY
 EL0822  PID         -  EL0822
 EL0822  STATE/COUNTY-  OK/GARVIN
 EL0822  COUNTRY     -  US
 EL0822  USGS QUAD   -  HART (2018)
 EL0822
 EL0822                         *CURRENT SURVEY CONTROL
 EL0822  ______________________________________________________________________
 EL0822* NAD 83(1993) POSITION- 34 40 05.12554(N) 096 59 25.22107(W)   ADJUSTED
 EL0822* NAVD 88 ORTHO HEIGHT -   372.51  (+/-2cm)     1222.1   (feet) VERTCON3
 EL0822  ______________________________________________________________________
 EL0822  GEOID HEIGHT    -        -25.496 (meters)                     GEOID18
 EL0822  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 EL0822  HORZ ORDER      -  FIRST
 EL0822  VERT ORDER      -  THIRD ? (See Below)
 EL0822
 EL0822.The horizontal coordinates were established by classical geodetic methods
 EL0822.and adjusted by the National Geodetic Survey in November 1994.
 EL0822
 EL0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0822
 EL0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0822.GEOID18 height accuracy estimate available here.
 EL0822
 EL0822.The vertical order pertains to the NGVD 29 superseded value.
 EL0822
 EL0822.Click photographs - Photos may exist for this station.
 EL0822
 EL0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0822
 EL0822. The following values were computed from the NAD 83(1993) position.
 EL0822
 EL0822;                    North         East     Units Scale Factor Converg.
 EL0822;SPC OK S     -   148,518.719   692,533.345   MT  0.99993701   +0 34 23.2
 EL0822;SPC OK S     -   487,265.16  2,272,086.48   sFT  0.99993701   +0 34 23.2
 EL0822;UTM  14      - 3,838,073.903   684,135.727   MT  1.00001792   +1 08 36.5
 EL0822
 EL0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0822!SPC OK S     -   0.99994553  x   0.99993701  =   0.99988254
 EL0822!UTM  14      -   0.99994553  x   1.00001792  =   0.99996345
 EL0822
 EL0822:                Primary Azimuth Mark                     Grid Az
 EL0822:SPC OK S     -  TURKEY AZ MK                             096 19 47.9
 EL0822:UTM  14      -  TURKEY AZ MK                             095 45 34.6
 EL0822
 EL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8413538073(NAD 83)
 EL0822
 EL0822|---------------------------------------------------------------------|
 EL0822| PID    Reference Object                     Distance      Geod. Az  |
 EL0822|                                                           dddmmss.s |
 EL0822| EL0833 STRATFORD MUNICIPAL TANK            APPROX.14.3 KM 0100231.7 |
 EL0822| EL0831 STONE BUILDING CENTER CUPOLA        APPROX.21.7 KM 0455803.8 |
 EL0822| CY2517 TURKEY AZ MK                                       0965411.1 |
 EL0822| EL0815 ROFF MUNICIPAL TANK                 APPROX.14.4 KM 1083512.8 |
 EL0822| EL0819 SULPHUR MUNICIPAL TANK              APPROX.17.9 KM 1690939.1 |
 EL0822| CY2519 TURKEY RM 2                         117.196 METERS 25956     |
 EL0822| CY2518 TURKEY RM 1                         123.353 METERS 28832     |
 EL0822| EL0854 PAULS VALLEY STA KVLH MAST          APPROX.24.0 KM 2902703.5 |
 EL0822| EL0851 PAULS VALLEY MUNICIPAL TANK         APPROX.22.5 KM 2903405.5 |
 EL0822|---------------------------------------------------------------------|
 EL0822
 EL0822                          SUPERSEDED SURVEY CONTROL
 EL0822
 EL0822  NAD 83(1986)-  34 40 05.13014(N)    096 59 25.20926(W) AD(       ) 1
 EL0822  NAD 27      -  34 40 04.82170(N)    096 59 24.14410(W) AD(       ) 1
 EL0822  USSD        -  34 40 04.72100(N)    096 59 24.50000(W) AD(       ) 3
 EL0822  NGVD 29 (07/19/86)  372.42   (m)         1221.8    (f) LEVELING    3  
 EL0822
 EL0822.Superseded values are not recommended for survey control.
 EL0822
 EL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0822.See file dsdata.pdf to determine how the superseded data were derived.
 EL0822
 EL0822_MARKER: DS = TRIANGULATION STATION DISK
 EL0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0822_STAMPING: TURKEY 1919 1954
 EL0822_MARK LOGO: CGS
 EL0822_PROJECTION: RECESSED 30 CENTIMETERS
 EL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0822+STABILITY: SURFACE MOTION
 EL0822
 EL0822  HISTORY     - Date     Condition        Report By
 EL0822  HISTORY     - 1919     MONUMENTED       CGS
 EL0822  HISTORY     - 1934     GOOD             CGS
 EL0822  HISTORY     - 1936     GOOD             CGS
 EL0822  HISTORY     - 1937     GOOD             CGS
 EL0822  HISTORY     - 1954     SEE DESCRIPTION  CGS
 EL0822  HISTORY     - 1957     GOOD             CGS
 EL0822  HISTORY     - 1968     GOOD             CGS
 EL0822  HISTORY     - 1982     GOOD             OKDH
 EL0822
 EL0822                          STATION DESCRIPTION
 EL0822
 EL0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (RLS)
 EL0822'ABOUT 9 MILES S AND 1-1/2 MILES W OF STRATFORD, IN CULTIVATED
 EL0822'FIELD ON TOP OF KNOLL NEAR TURKEY SPRINGS, 175 METERS (574 FEET)
 EL0822'FROM HALF-SECTION CORNER BETWEEN SECS. 4 AND 9, T. 2 N.,
 EL0822'R. 3 E.
 EL0822'
 EL0822'STATION MARKED BY BRONZE STATION DISK IN CONCRETE.
 EL0822'
 EL0822'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE, 123.55
 EL0822'METERS (405.3 FEET).
 EL0822'
 EL0822'BEARING FROM STATION TO STRATFORD WATER TANK IS N 10 DEG 02 MIN
 EL0822'33 SEC.  AND TO SULPHUR WATER TANK, 349 DEG 09 MIN 38 SEC.
 EL0822
 EL0822                          STATION RECOVERY (1934)
 EL0822
 EL0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0822'SITUATED ON LAND OWNED BY A.B. VERNON AND OCCUPIED BY E.D. HUGHES,
 EL0822'IN SECTION 4, 1 MILE N AND 1 MILE W OF PRAIRIE VIEW SCHOOL (WHICH
 EL0822'IS ON SULPHUR-SHAWNEE HIGHWAY 10 MILES N OF SULPHUR), ABOUT
 EL0822'0.3 MILE W AND 0.2 MILE N OF SE SECTION CORNER, ABOUT 125 YARDS
 EL0822'W OF SMALL GREEN BOXCAR HOUSE, AND 7 YARDS N OF E-W FENCE.  A
 EL0822'BRONZE DISK IN CONCRETE, STAMPED TURKEY-1919 AND SET FLUSH WITH
 EL0822'THE GROUND.  GOOD.
 EL0822'
 EL0822'REFERENCE MARK (405.3 FEET DISTANT N 71 DEG 29 MIN W)
 EL0822'IS 44 YARDS N OF FIELD FENCE IN ABANDONED FENCE LINE.  GOOD.
 EL0822'
 EL0822'STRATFORD WATER TANK GOOD.
 EL0822'
 EL0822'SULPHUR WATER TANK GOOD.
 EL0822
 EL0822                          STATION RECOVERY (1936)
 EL0822
 EL0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (NEW)
 EL0822'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.
 EL0822
 EL0822                          STATION RECOVERY (1937)
 EL0822
 EL0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 EL0822'ABOUT 12.3 MILES BY ROAD N OF SULPHUR, 10.5 MILES BY ROAD S OF
 EL0822'STRATFORD, AND 1.5 MILES W OF THE STRATFORD-SULPHUR ROAD, ON
 EL0822'LAND BELONGING TO E.D. HUGHES.
 EL0822'
 EL0822'MR. HUGHES HOUSE.  IT IS 126 PACES W OF HUGHES TENANT HOUSE, ON
 EL0822'HIGHEST GROUND IN A CULTIVATED FIELD, 109 PACES S OF E-W FENCE
 EL0822'ALONG N SIDE OF THE FIELD, AND 132 PACES E OF N-S FENCE ALONG W
 EL0822'SIDE OF FIELD.
 EL0822'
 EL0822'MARK, A BRONZE STATION DISK, IS IN A 12-INCH SQUARE CONCRETE
 EL0822'BLOCK LEVEL WITH THE SURFACE.
 EL0822'
 EL0822'REFERENCE MARK IS A BRONZE REFERENCE DISK IN A 12-INCH SQUARE
 EL0822'BLOCK OF CONCRETE.  IT IS 6 PACES W OF N-S FENCE ALONG W EDGE OF
 EL0822'FIELD IN A PASTURE, AND 123.55 METERS FROM THE STATION IN AZIMUTH
 EL0822'108 DEG 31 MIN.  THE MARKS WERE FOUND IN GOOD CONDITION.
 EL0822'
 EL0822'TO REACH THE STATION FROM SULPHUR POST OFFICE, GO N ON THE STRATFORD
 EL0822'ROAD (STATE HIGHWAY 18) FOR 10.0 MILES TO A DIRT ROAD LEFT (W).
 EL0822'THERE TURN W AND FOLLOW THE DIRT ROAD W FOR 1.25 MILES TO MR.
 EL0822'HUGHES HOUSE ON RIGHT.  THEN PASS THROUGH LOTS AND LAND TO N FOR
 EL0822'0.15 MILE TO TENANT HOUSE.  THE STATION IS 126 PACES W OF THE
 EL0822'TENANT HOUSE.
 EL0822
 EL0822                          STATION RECOVERY (1954)
 EL0822
 EL0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0822'STATION MARK, AND REFERENCE MARK 1 WERE RECOVERED
 EL0822'AND FOUND TO BE IN GOOD CONDITION.  SURFACE STATION MARK, AT THE
 EL0822'REQUEST OF THE LAND OWNER, WAS LOWERED TO 12 INCHES BELOW THE
 EL0822'SURFACE OF THE GROUND.
 EL0822'
 EL0822'A NEW DESCRIPTION OF THE STATION FOLLOWS--
 EL0822'
 EL0822'STATION IS LOCATED ON THE HIGHEST PART OF A CULTIVATED KNOLL, 175
 EL0822'METERS (574 FEET) FROM HALF SECTION CORNER BETWEEN SECTIONS 4 AND
 EL0822'9, T 2 N., R 3 E., 0.2 MILE NORTHWEST OF FARM HOUSE AND 9 MILES
 EL0822'SOUTH AND 1.5 MILES WEST OF STRATFORD.
 EL0822'
 EL0822'TO REACH FROM THE SULPHUR HIGH SCHOOL IN SULPHUR, DRIVE EAST AND
 EL0822'NORTH ON STATE HIGHWAY 18 FOR 10 MILES TO ITS JUNCTION WITH STATE
 EL0822'HIGHWAY 29.  CONTINUE NORTH ON STATE HIGHWAY 18 FOR 1.0 MILE TO
 EL0822'A CROSS ROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND
 EL0822'DRIVE WEST FOR 0.7 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD,
 EL0822'WEST, FOR 0.25 MILE TO A FARM HOUSE ON THE RIGHT.  TURN RIGHT,
 EL0822'PASS TO LEFT OF FARM HOUSE AND DRIVE 0.05 MILE TO A GATE.  PASS
 EL0822'THROUGH GATE AND CONTINUE FARM ROAD NORTH FOR 0.1 MILE, THENCE
 EL0822'BEAR WEST FOR 0.1 MILE TO SUMMIT OF HILL AND STATION.
 EL0822'
 EL0822'STATION MARK, STAMPED TURKEY 1919 1954, IS A STANDARD DISK SET IN
 EL0822'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND 12 INCHES
 EL0822'BELOW THE SURFACE OF THE GROUND.
 EL0822'
 EL0822'REFERENCE MARK 1, NO STAMPING, IS A STANDARD DISK SET IN THE TOP
 EL0822'OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND PROJECTS 2 INCHES
 EL0822'ABOVE THE SURFACE OF THE GROUND.
 EL0822'
 EL0822'THE MARK IS SET ON THE WEST EDGE OF CULTIVATED FIELD, ABOUT 5 FEET
 EL0822'LOWER IN ELEVATION THAN THE STATION MARK AND 8 FEET NORTH OF A
 EL0822'SMALL OAK TREE UPON WHICH IS A TRIANGLE BLAZE.
 EL0822'
 EL0822'REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED THIS YEAR.
 EL0822'
 EL0822'REFERENCE MARK 2, STAMPED TURKEY NO 2 1919, IS A STANDARD DISK
 EL0822'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0822'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE WEST
 EL0822'EDGE OF CULTIVATED FIELD, ABOUT 5 FEET LOWER IN ELEVATION THAN
 EL0822'THE STATION MARK, 9 FEET SOUTHEAST OF AN OAK TREE AND 2 FEET EAST
 EL0822'OF A WITNESS POST.
 EL0822'
 EL0822'AZIMUTH MARK, STAMPED TURKEY 1919 1954, IS A STANDARD DISK SET IN
 EL0822'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 EL0822'4 INCHES ABOVE THE GROUND.  IT IS LOCATED IN THE SOUTHEAST CORNER
 EL0822'OF CROSS ROAD, 84 FEET EAST OF CENTER OF STATE HIGHWAY 18, 20 FEET
 EL0822'SOUTH OF CENTER OF BLADED ROAD, 1.5 FEET NORTH OF WITNESS POST
 EL0822'AND 12 INCHES WEST OF FENCE CORNER.
 EL0822'
 EL0822'OBSERVATIONS WERE MADE FROM THE TOP OF A 90 FOOT STEEL TOWER.
 EL0822
 EL0822                          STATION RECOVERY (1957)
 EL0822
 EL0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0822'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 EL0822'DESCRIBED IN 1954.  THE STATION MARK IS NOW FLUSH WITH THE GROUND
 EL0822'SURFACE INSTEAD OF 12 INCHES BELOW THE GROUND SURFACE AS STATED
 EL0822'IN THE 1954 DESCRIPTION.  THE LAND IS OWNED BY MR. CALVIN BOXLEY,
 EL0822'641 NATIONAL BUILDING, OKLAHOMA CITY.  ADDITIONAL MEASUREMENTS
 EL0822'WERE MADE TO THE MARKS AND ARE AS FOLLOWS--STATION MARK IS 682 FEET
 EL0822'NORTH OF A NAIL EMBEDDED IN A TRIANGULAR BLAZE ON THE NORTH
 EL0822'SIDE OF THE EAST FORK OF A TWIN OAK TREE, 563 FEET NORTH OF A
 EL0822'BARN LOT FENCE CORNER, AND 323 FEET WEST OF A FIELD FENCE
 EL0822'CORNER.  REFERENCE MARK 1 IS AT THE WEST EDGE OF A CULTIVATED
 EL0822'FIELD, IN A HEDGE ROW NEAR THE EAST SIDE OF A GULLY, 146 FEET
 EL0822'SOUTH OF THE SOUTH EDGE OF A SMALL POND AND 10 FEET NORTH OF A
 EL0822'8 INCH OAK TREE.  REFERENCE MARK 2 IS AT THE WEST EDGE OF THE
 EL0822'CULTIVATED FIELD IN THE HEDGE ROW NEAR THE EAST SIDE OF THE
 EL0822'GULLY, AND 345 FEET SOUTH OF THE SOUTH EDGE OF THE SMALL POND.  A
 EL0822'WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.  THE AZIMUTH
 EL0822'MARK IS 135 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 51
 EL0822'FEET SOUTH OF A POWERLINE POLE, 49 FEET EAST OF THE CENTER OF
 EL0822'STATE HIGHWAY 18, 22 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND
 EL0822'2 FEET SOUTH OF A FENCE CORNER.  A WHITE WITNESS POST WAS SET 2
 EL0822'FEET SOUTHEAST OF THE MARK.
 EL0822'
 EL0822'HEIGHT OF LIGHT ABOVE THE STATION MARK--23 METERS.
 EL0822
 EL0822                          STATION RECOVERY (1968)
 EL0822
 EL0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0822'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EL0822'
 EL0822'THE ROUTE TO THE STATION WAS ADEQUATE.
 EL0822'
 EL0822'MINOR CHANGES HAVE BEEN MADE TO LANDMARKS SURROUNDING THE STATION,
 EL0822'BUT THE PREVIOUS DESCRIPTION IS STILL ADEQUATE.
 EL0822
 EL0822                          STATION RECOVERY (1982)
 EL0822
 EL0822'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1982 (BEG)
 EL0822'TURKEY AZIMUTH MARK IN GOOD CONDITION.
 EL0822'
 EL0822'R.M. 1 IN GOOD CONDITION.
 EL0822'
 EL0822'R.M. 2 IN GOOD CONDITION.
 EL0822'
 EL0822'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 EL0822'CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 EL0822'
 EL0822'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH 1.5 MILES
 EL0822'WEST OF STRATFORD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0680 ***********************************************************************
 GJ0680  CBN         -  This is a Cooperative Base Network Control Station.
 GJ0680  DESIGNATION -  TURKEY
 GJ0680  PID         -  GJ0680
 GJ0680  STATE/COUNTY-  OK/ELLIS
 GJ0680  COUNTRY     -  US
 GJ0680  USGS QUAD   -  VICI NW (2018)
 GJ0680
 GJ0680                         *CURRENT SURVEY CONTROL
 GJ0680  ______________________________________________________________________
 GJ0680* NAD 83(2011) POSITION- 36 08 41.15611(N) 099 23 38.10146(W)   ADJUSTED
 GJ0680* NAD 83(2011) ELLIP HT-   698.060 (meters)        (06/27/12)   ADJUSTED
 GJ0680* NAD 83(2011) EPOCH   -  2010.00
 GJ0680* NAVD 88 ORTHO HEIGHT -   726.3   (meters)     2383.    (feet) GPS OBS
 GJ0680  ______________________________________________________________________
 GJ0680  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GJ0680  GEOID HEIGHT    -        -28.160 (meters)                     GEOID96
 GJ0680  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 GJ0680  NAD 83(2011) X  -   -841,748.861 (meters)                     COMP
 GJ0680  NAD 83(2011) Y  - -5,087,944.970 (meters)                     COMP
 GJ0680  NAD 83(2011) Z  -  3,741,586.902 (meters)                     COMP
 GJ0680  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 GJ0680
 GJ0680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0680  Standards:
 GJ0680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0680  -------------------------------------------------------------------
 GJ0680  NETWORK    1.70   2.72           0.76   0.61   1.39      0.06052091
 GJ0680  -------------------------------------------------------------------
 GJ0680  Click here for local accuracies and other accuracy information.
 GJ0680
 GJ0680.The horizontal coordinates were established by GPS observations
 GJ0680.and adjusted by the National Geodetic Survey in June 2012.
 GJ0680
 GJ0680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0680.been affixed to the stable North American tectonic plate. See 
 GJ0680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0680
 GJ0680.The horizontal coordinates are valid at the epoch date displayed above
 GJ0680.which is a decimal equivalence of Year/Month/Day.
 GJ0680
 GJ0680.The orthometric height was determined by GPS observations and a
 GJ0680.high-resolution geoid model.
 GJ0680
 GJ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0680.GEOID18 height accuracy estimate available here.
 GJ0680
 GJ0680.Click photographs - Photos may exist for this station.
 GJ0680
 GJ0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0680
 GJ0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0680
 GJ0680.The ellipsoidal height was determined by GPS observations
 GJ0680.and is referenced to NAD 83.
 GJ0680
 GJ0680. The following values were computed from the NAD 83(2011) position.
 GJ0680
 GJ0680;                    North         East     Units Scale Factor Converg.
 GJ0680;SPC OK N     -   127,915.469   474,560.546   MT  0.99994549   -0 49 21.4
 GJ0680;SPC OK N     -   419,669.33  1,556,954.06   sFT  0.99994549   -0 49 21.4
 GJ0680;UTM  14      - 4,000,077.121   464,562.105   MT  0.99961547   -0 13 56.4
 GJ0680
 GJ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0680!SPC OK N     -   0.99989045  x   0.99994549  =   0.99983595
 GJ0680!UTM  14      -   0.99989045  x   0.99961547  =   0.99950597
 GJ0680
 GJ0680:                Primary Azimuth Mark                     Grid Az
 GJ0680:SPC OK N     -  TURKEY AZ MK                             092 00 09.7
 GJ0680:UTM  14      -  TURKEY AZ MK                             091 24 44.7
 GJ0680
 GJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6456200077(NAD 83)
 GJ0680
 GJ0680|---------------------------------------------------------------------|
 GJ0680| PID    Reference Object                     Distance      Geod. Az  |
 GJ0680|                                                           dddmmss.s |
 GJ0680| GJ0675 VICI FARMERS CO OP ASSN E ELEV      APPROX. 8.8 KM 0853706.9 |
 GJ0680| GJ0676 VICI WATER TANK                     APPROX. 8.7 KM 0865440.3 |
 GJ0680| CL3480 TURKEY AZ MK                                       0911048.3 |
 GJ0680| CL3481 TURKEY RM 1                          35.275 METERS 18930     |
 GJ0680| CL3482 TURKEY RM 2                          25.045 METERS 27521     |
 GJ0680|---------------------------------------------------------------------|
 GJ0680
 GJ0680                          SUPERSEDED SURVEY CONTROL
 GJ0680
 GJ0680  NAD 83(2007)-  36 08 41.15609(N)    099 23 38.10217(W) AD(2002.00) 0
 GJ0680  ELLIP H (02/10/07)  698.082  (m)                       GP(2002.00)    
 GJ0680  ELLIP H (04/16/01)  698.079  (m)                       GP(       ) 4 2
 GJ0680  NAD 83(1993)-  36 08 41.15591(N)    099 23 38.10200(W) AD(       ) B
 GJ0680  ELLIP H (05/09/94)  698.108  (m)                       GP(       ) 4 2
 GJ0680  NAD 83(1986)-  36 08 41.16150(N)    099 23 38.09223(W) AD(       ) 1
 GJ0680  NAD 27      -  36 08 41.00884(N)    099 23 36.70182(W) AD(       ) 1
 GJ0680  NAVD 88 (01/13/95)  726.3    (m)  UNKNOWN  model used  GPS OBS        
 GJ0680  NAVD 88 (05/09/94)  726.3    (m)  GEOID93  model used  GPS OBS        
 GJ0680
 GJ0680.Superseded values are not recommended for survey control.
 GJ0680
 GJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0680.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0680
 GJ0680_MARKER: DS = TRIANGULATION STATION DISK
 GJ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0680_STAMPING: TURKEY 1963
 GJ0680_MARK LOGO: CGS
 GJ0680_PROJECTION: FLUSH
 GJ0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0680+STABILITY: SURFACE MOTION
 GJ0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0680+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1993
 GJ0680
 GJ0680  HISTORY     - Date     Condition        Report By
 GJ0680  HISTORY     - 1963     MONUMENTED       CGS
 GJ0680  HISTORY     - 1963     GOOD             CGS
 GJ0680  HISTORY     - 19930508 GOOD             NGS
 GJ0680
 GJ0680                          STATION DESCRIPTION
 GJ0680
 GJ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0680'THE STATION IS ON THE NORTH RIGHT-OF-WAY OF U. S. HIGHWAY 60, ABOUT
 GJ0680'9-1/4 MILES EAST OF HARMON AND 5-1/2 MILES WEST OF VICI.
 GJ0680'
 GJ0680'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO WEST ON U. S.
 GJ0680'HIGHWAY 60 FOR 4.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GJ0680'CONTINUE WEST ON HIGHWAY FOR 0.15 MILE TO THE DEWEY-ELLIS COUNTY
 GJ0680'LINE.  CONTINUE WEST ON HIGHWAY FOR 0.7 MILE TO THE STATION ON THE
 GJ0680'RIGHT.
 GJ0680'
 GJ0680'STATION MARK IS A STANDARD DISK, STAMPED TURKEY 1963, SET IN THE TOP
 GJ0680'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0680'IT IS 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET
 GJ0680'EAST OF A TELEPHONE LINE POLE WITH A TRIANGULAR BLAZE ON IT, 9.5
 GJ0680'FEET SOUTH OF A WIRE FENCE AND 2 FEET WEST OF A WITNESS POST.
 GJ0680'
 GJ0680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TURKEY NO 1 1963, SET
 GJ0680'IN THE TOP OF 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0680'SURFACE.  IT IS 142 FEET EAST OF A POWER LINE POLE, 62 FEET SOUTH
 GJ0680'OF THE CENTERLINE OF THE HIGHWAY, 1.3 FEET NORTH OF A WIRE FENCE
 GJ0680'AND ABOUT 2 FEET HIGHER THAN THE STATION.
 GJ0680'
 GJ0680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURKEY NO 2 1963, SET
 GJ0680'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0680'IT IS 61 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 56 FEET WEST
 GJ0680'OF THE TELEPHONE LINE POLE, 1 FOOT SOUTH OF THE WIRE FENCE AND
 GJ0680'ABOUT 1 FOOT HIGHER THAN THE STATION.
 GJ0680'
 GJ0680'AZIMUTH MARK IS A STANDARD DISK, STAMPED TURKEY 1963, SET IN THE TOP
 GJ0680'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 GJ0680'IT IS 69.5 FEET EAST OF A FENCE CORNER, 67.5 FEET SOUTH OF THE
 GJ0680'CENTERLINE OF THE HIGHWAY, 37 FEET WEST OF A POWER LINE POLE, 2
 GJ0680'FEET NORTH OF A WIRE FENCE AND 2 FEET WEST OF A WITNESS POST.
 GJ0680'
 GJ0680'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GJ0680
 GJ0680                          STATION RECOVERY (1963)
 GJ0680
 GJ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0680'RECOVERED IN GOOD CONDITION.
 GJ0680
 GJ0680                          STATION RECOVERY (1993)
 GJ0680
 GJ0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0680'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 FOUND OUT
 GJ0680'OF THE GROUND.  NO DATA AVAILABLE ON OTHER MARKS.
 GJ0680'STATION IS LOCATED ABOUT 9 KM (5.60 MI) WEST OF VICI, 1.5 KM
 GJ0680'(0.95 MI) SOUTHWEST OF THE ELLIS-WOODWARD-DEWEY COUNTIES JUNCTION
 GJ0680'CORNER, ALONG HIGHWAYS 60 AND 51, JUST EAST OF A FIELD ROAD, ON A
 GJ0680'SLOPED SANDY BANK, IN THE SOUTHWEST 1/4 OF SECTION 1, T 19 N, R 21 W.
 GJ0680'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 GJ0680'TO REACH FROM THE JUNCTION OF US HIGHWAY 60 AND STATE HIGHWAYS 34
 GJ0680'NORTH AND 51 IN VICI, GO WEST ON HIGHWAYS 60 AND 51 FOR 7.74 KM
 GJ0680'(4.80 MI) TO A GRAVEL CROSSROAD AT THE ELLIS-DEWEY COUNTY LINE.
 GJ0680'CONTINUE AHEAD FOR 1.06 KM (0.65 MI) TO TOP OF RISE AND STATION ON
 GJ0680'THE RIGHT.
 GJ0680'STATION MARK IS SET IN THE TOP OF A 35-CM SQUARE CONCRETE POST
 GJ0680'PROJECTING 15 CM ON SIDE FACING HIGHWAY.  IT IS 16.0 M (52.5 FT)
 GJ0680'NORTH OF, AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 2.8 M
 GJ0680'(9.2 FT) SOUTH OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 GJ0680'FENCE, 0.7 M (2.3 FT) WEST OF A METAL WITNESS POST, AND 22.9 M
 GJ0680'(75.1 FT) EAST-SOUTHEAST OF THE EAST GATEPOST AT THE FIELD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0845 ***********************************************************************
 GG0845  DESIGNATION -  TURLEY
 GG0845  PID         -  GG0845
 GG0845  STATE/COUNTY-  OK/TULSA
 GG0845  COUNTRY     -  US
 GG0845  USGS QUAD   -  SPERRY (2019)
 GG0845
 GG0845                         *CURRENT SURVEY CONTROL
 GG0845  ______________________________________________________________________
 GG0845* NAD 83(1993) POSITION- 36 15 12.97264(N) 095 59 14.19376(W)   ADJUSTED
 GG0845* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 GG0845  ______________________________________________________________________
 GG0845  GEOID HEIGHT    -        -28.890 (meters)                     GEOID18
 GG0845  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 GG0845  HORZ ORDER      -  FIRST
 GG0845
 GG0845.The horizontal coordinates were established by classical geodetic methods
 GG0845.and adjusted by the National Geodetic Survey in November 1994.
 GG0845
 GG0845.The orthometric height was scaled from a topographic map.
 GG0845
 GG0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0845.GEOID18 height accuracy estimate available here.
 GG0845
 GG0845.Click photographs - Photos may exist for this station.
 GG0845
 GG0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0845
 GG0845. The following values were computed from the NAD 83(1993) position.
 GG0845
 GG0845;                    North         East     Units Scale Factor Converg.
 GG0845;SPC OK N     -   140,966.132   780,869.177   MT  0.99994653   +1 11 16.1
 GG0845;SPC OK N     -   462,486.38  2,561,901.62   sFT  0.99994653   +1 11 16.1
 GG0845;UTM  15      - 4,016,217.376   231,591.707   MT  1.00048775   -1 46 03.4
 GG0845;UTM  14      - 4,016,288.259   770,695.436   MT  1.00050295   +1 46 57.7
 GG0845
 GG0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0845!SPC OK N     -   0.99995885  x   0.99994653  =   0.99990538
 GG0845!UTM  15      -   0.99995885  x   1.00048775  =   1.00044658
 GG0845!UTM  14      -   0.99995885  x   1.00050295  =   1.00046178
 GG0845
 GG0845:                Primary Azimuth Mark                     Grid Az
 GG0845:SPC OK N     -  TURLEY AZ MK                             005 38 26.6
 GG0845:UTM  15      -  TURLEY AZ MK                             008 35 46.1
 GG0845:UTM  14      -  TURLEY AZ MK                             005 02 45.0
 GG0845
 GG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3159116217(NAD 83)
 GG0845
 GG0845|---------------------------------------------------------------------|
 GG0845| PID    Reference Object                     Distance      Geod. Az  |
 GG0845|                                                           dddmmss.s |
 GG0845| CI3460 TURLEY AZ MK                                       0064942.7 |
 GG0845| CI3461 TURLEY RM 1                          38.090 METERS 01726     |
 GG0845| GG0831 TULSA BOSTON AVE ME CHURCH          APPROX.12.2 KM 1785401.7 |
 GG0845| CI3462 TURLEY RM 2                          85.450 METERS 29124     |
 GG0845|---------------------------------------------------------------------|
 GG0845
 GG0845                          SUPERSEDED SURVEY CONTROL
 GG0845
 GG0845  NAD 83(1986)-  36 15 12.99608(N)    095 59 14.18005(W) AD(       ) 1
 GG0845  NAD 27      -  36 15 12.66800(N)    095 59 13.18600(W) AD(       ) 1
 GG0845
 GG0845.Superseded values are not recommended for survey control.
 GG0845
 GG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0845.See file dsdata.pdf to determine how the superseded data were derived.
 GG0845
 GG0845_MARKER: DS = TRIANGULATION STATION DISK
 GG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0845_STAMPING: TURLEY 1938
 GG0845_MARK LOGO: CGS
 GG0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0845+STABILITY: SURFACE MOTION
 GG0845
 GG0845  HISTORY     - Date     Condition        Report By
 GG0845  HISTORY     - 1938     MONUMENTED       CGS
 GG0845  HISTORY     - 1954     GOOD             USGS
 GG0845  HISTORY     - 1960     GOOD             CGS
 GG0845  HISTORY     - 20181016 MARK NOT FOUND   COTOK
 GG0845
 GG0845                          STATION DESCRIPTION
 GG0845
 GG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GG0845'ABOUT 1.5 MILES AIR LINE NORTH-NORTHWEST OF TURLEY, 8.0
 GG0845'MILES NORTH OF TULSA AND 3.0 MILES SOUTH OF SPERRY, IN THE
 GG0845'NORTHWEST QUARTER OF SEC. 36, T. 21 N., R. 12 E., ABOUT
 GG0845'0.1 MILE SOUTH OF A DIRT ROAD, 45 FEET WEST OF A WIRE FENCE,
 GG0845'60 FEET EAST OF A TRAIL-ROAD ON THE SOUTH BROW OF A
 GG0845'LIGHTLY-TIMBERED RIDGE ON WHAT IS APPARENTLY PUBLIC PROPERTY.
 GG0845'NO ONE IS LIVING NEAR BY.
 GG0845'
 GG0845'TO REACH FROM THE CONSOLIDATED SCHOOL IN TURLEY, GO NORTH
 GG0845'ON STATE HIGHWAY 11 FOR 1.6 MILES TO A CROSS ROAD AT CAMPBELLS
 GG0845'GROCERY STORE, THENCE LEFT (WEST) FOR 1.0 MILE, TURN RIGHT AND
 GG0845'FOLLOW WINDING ROAD 0.25 MILE TO A T-ROAD, THENCE RIGHT (SOUTH)
 GG0845'AND FOLLOW MAIN ROAD 1.1 MILES TO TOP OF HILL.  THE STATION IS
 GG0845'ABOUT 100 YARDS TO EAST OF ROAD.
 GG0845'
 GG0845'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GG0845'DISKS SET IN CONCRETE.
 GG0845'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK.
 GG0845'
 GG0845'AZIMUTH MARK IS ABOUT 1.5 MILES NORTHEAST OF THE STATION, IN
 GG0845'THE SOUTH ABUTMENT OF A CONCRETE CULVERT, ABOUT 200 FEET WEST OF
 GG0845'A RAILROAD CROSSING.
 GG0845'
 GG0845'TO REACH THE AZIMUTH FROM STATION GO NORTH 1.8 MILES, THENCE
 GG0845'EAST 0.45 MILE TO A CONCRETE CULVERT JUST BEFORE CROSSING
 GG0845'RAILROAD TRACKS.
 GG0845'
 GG0845'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 GG0845
 GG0845                          STATION RECOVERY (1954)
 GG0845
 GG0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GG0845'CHANGE- THENCE RIGHT (SOUTH) AND FOLLOW MAIN ROAD 1.1 MILES
 GG0845'TO TOP OF HILL.  TO READ- THENCE LEFT (SOUTH) AND FOLLOW MAIN
 GG0845'ROAD 1.1 MILES TO TOP OF HILL.
 GG0845
 GG0845                          STATION RECOVERY (1960)
 GG0845
 GG0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 GG0845'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 GG0845'IN GOOD CONDITION AS DESCRIBED.  DISTANCES TO THE REFERENCE
 GG0845'MARKS CHECKED WITH THE PUBLISHED DISTANCE.  A DIFFERENCE OF
 GG0845'2 MIN 06 SEC WAS FOUND IN THE ANGLE BETWEEN THE TWO REFERENCE
 GG0845'MARKS.  THE AZIMUTH MARK WAS NOT VISITED.
 GG0845
 GG0845                          STATION RECOVERY (2018)
 GG0845
 GG0845'RECOVERY NOTE BY CITY OF TULSA 2018 (MWF)
 GG0845'THE CONCRETE POST AND BRASS STEM ARE STILL IN PLACE.  THE BRASS CAP IS
 GG0845'MISSING.  A NATIONAL GEODETIC SURVEY WITNESS POST WITH SIGN ARE IN
 GG0845'PLACE ABOUT 4 FT (1.2 M) NORTH OF THE MONUMENT.  TURLEY REFERENCE MARK
 GG0845'2 (PID=CI3462) WAS FOUND IN POOR CONDITION ALSO, THE CAP AND STEM ARE
 GG0845'MISSING FROM THE CONCRETE POST FROM THE REFERENCE MARK.  THE OTHER
 GG0845'REFERENCE OBJECTS WERE NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0985 ***********************************************************************
 EL0985  DESIGNATION -  TURNBULL
 EL0985  PID         -  EL0985
 EL0985  STATE/COUNTY-  OK/MCCLAIN
 EL0985  COUNTRY     -  US
 EL0985  USGS QUAD   -  BRADLEY (2018)
 EL0985
 EL0985                         *CURRENT SURVEY CONTROL
 EL0985  ______________________________________________________________________
 EL0985* NAD 83(1993) POSITION- 34 53 04.10214(N) 097 37 44.08404(W)   ADJUSTED
 EL0985* NAVD 88 ORTHO HEIGHT -   351.62  (+/-2cm)     1153.6   (feet) VERTCON3
 EL0985  ______________________________________________________________________
 EL0985  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 EL0985  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 EL0985  HORZ ORDER      -  THIRD
 EL0985  VERT ORDER      -  THIRD ? (See Below)
 EL0985
 EL0985.The horizontal coordinates were established by classical geodetic methods
 EL0985.and adjusted by the National Geodetic Survey in February 1996.
 EL0985
 EL0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0985
 EL0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0985.GEOID18 height accuracy estimate available here.
 EL0985
 EL0985.The vertical order pertains to the NGVD 29 superseded value.
 EL0985
 EL0985.Click photographs - Photos may exist for this station.
 EL0985
 EL0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0985
 EL0985. The following values were computed from the NAD 83(1993) position.
 EL0985
 EL0985;                    North         East     Units Scale Factor Converg.
 EL0985;SPC OK S     -   172,121.599   633,921.681   MT  0.99994963   +0 12 38.3
 EL0985;SPC OK S     -   564,702.28  2,079,791.38   sFT  0.99994963   +0 12 38.3
 EL0985;UTM  14      - 3,861,089.151   625,293.790   MT  0.99979348   +0 47 03.3
 EL0985
 EL0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0985!SPC OK S     -   0.99994889  x   0.99994963  =   0.99989852
 EL0985!UTM  14      -   0.99994889  x   0.99979348  =   0.99974238
 EL0985
 EL0985:                Primary Azimuth Mark                     Grid Az
 EL0985:SPC OK S     -  TURNBULL AZ MK                           187 07 23.7
 EL0985:UTM  14      -  TURNBULL AZ MK                           186 32 58.7
 EL0985
 EL0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2529361089(NAD 83)
 EL0985
 EL0985|---------------------------------------------------------------------|
 EL0985| PID    Reference Object                     Distance      Geod. Az  |
 EL0985|                                                           dddmmss.s |
 EL0985| EL0988 29 C 48 TT                           62.218 METERS 08926     |
 EL0985| CY2526 TURNBULL RM 2                         9.198 METERS 14227     |
 EL0985| EL0979 LINDSAY MUNICIPAL TANK              APPROX. 5.7 KM 1543650.6 |
 EL0985| EL0982 LINDSAY RURAL ELEC COOP MAST        APPROX. 4.5 KM 1662422.1 |
 EL0985| EL0981 LINDSAY WELL SERV CO MAST           APPROX. 5.2 KM 1714101.9 |
 EL0985| CY2525 TURNBULL RM 1                         8.337 METERS 18544     |
 EL0985| CY2524 TURNBULL AZ MK                                     1872002.0 |
 EL0985|---------------------------------------------------------------------|
 EL0985
 EL0985                          SUPERSEDED SURVEY CONTROL
 EL0985
 EL0985  NAD 83(1986)-  34 53 04.10619(N)    097 37 44.06915(W) AD(       ) 3
 EL0985  NAD 27      -  34 53 03.84796(N)    097 37 42.94862(W) AD(       ) 3
 EL0985  NGVD 29             351.52   (m)         1153.3    (f) LEVELING    3  
 EL0985
 EL0985.Superseded values are not recommended for survey control.
 EL0985
 EL0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0985.See file dsdata.pdf to determine how the superseded data were derived.
 EL0985
 EL0985_MARKER: DS = TRIANGULATION STATION DISK
 EL0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0985_STAMPING: TURNBULL 1957
 EL0985_MARK LOGO: CGS
 EL0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0985+STABILITY: SURFACE MOTION
 EL0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0985+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2011
 EL0985
 EL0985  HISTORY     - Date     Condition        Report By
 EL0985  HISTORY     - 1957     MONUMENTED       CGS
 EL0985  HISTORY     - 1976     GOOD             DMA
 EL0985  HISTORY     - 20110125 GOOD             INDIV
 EL0985
 EL0985                          STATION DESCRIPTION
 EL0985
 EL0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0985'STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 1.25 MILES WEST OF
 EL0985'LINDSAY, IN THE SOUTHWEST 1/4 OF SECTION 21, T 5 N, R 4 W.
 EL0985'
 EL0985'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 EL0985'76 AT THE WEST EDGE OF LINDSAY, GO NORTHERLY ON HIGHWAY 76 FOR
 EL0985'3.2 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY ON
 EL0985'HIGHWAY 19 FOR 0.25 MILE TO THE STATION ON THE RIGHT, JUST AFTER
 EL0985'PASSING A T-ROAD RIGHT.
 EL0985'
 EL0985'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 EL0985'CONCRETE POSTS.
 EL0985'
 EL0985'STATION MARKS ARE STAMPED TURNBULL 1957.  THE SURFACE MARK
 EL0985'PROJECTS 7 INCHES, AND IS 56 FEET EAST OF THE CENTER OF STATE
 EL0985'HIGHWAY 76, 3 FEET WEST OF A ROAD RIGHT-OF-WAY FENCE, 49 FEET
 EL0985'NORTH OF THE CENTER OF A GRADED ROAD, 23 FEET NORTH OF A FENCE
 EL0985'CORNER, 32 FEET WEST OF A TELEPHONE POLE, AND 160 FEET SOUTH OF
 EL0985'A DRIVEWAY TO A BARN.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 EL0985'4 FEET SOUTHEAST OF THE MARK.  THE UNDERGROUND MARK WAS 30
 EL0985'INCHES BELOW THE GROUND SURFACE.
 EL0985'
 EL0985'REFERENCE MARK 1 PROJECTS 3 INCHES, AND IS 58 FEET EAST OF THE
 EL0985'CENTER OF STATE HIGHWAY 76, 76 FEET NORTH OF THE CENTER OF A
 EL0985'GRADED ROAD, 51 FEET NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF
 EL0985'A ROAD RIGHT-OF-WAY FENCE.  IT IS STAMPED TURNBULL NO 1 1957.
 EL0985'
 EL0985'REFERENCE MARK 2 PROJECTS 4 INCHES, AND IS 77 FEET EAST OF THE
 EL0985'CENTER OF STATE HIGHWAY 76, 24 FEET NORTH OF THE CENTER OF A
 EL0985'GRADED ROAD, 17 FEET EAST OF A CORNER FENCE POST, 2.5 FEET WEST
 EL0985'OF A TELEPHONE POLE, AND IS SET IN THE SOUTH EDGE OF A ROAD
 EL0985'RIGHT-OF-WAY FENCE.  IT IS STAMPED TURNBULL NO 2 1957
 EL0985'
 EL0985'THE AZIMUTH MARK PROJECTS 6 INCHES, AND IS 61 FEET WEST OF THE
 EL0985'CENTER OF STATE HIGHWAY, 59 FEET SOUTH OF A POWERLINE POLE, 2 FEET
 EL0985'NORTH OF A CORNER FENCE POST, 1 FOOT EAST OF A ROAD RIGHT-OF-WAY
 EL0985'FENCE, 220 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE
 EL0985'FRAME HOUSE, AND 227 FEET NORTH-NORTHWEST OF A DRIVEWAY CULVERT.
 EL0985'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 EL0985'AZIMUTH MARK.  IT IS STAMPED TURNBULL 1957.
 EL0985'
 EL0985'OKLAHOMA STATE SURVEY STATION.  THE DISK IS STAMPED NO C 48 TT
 EL0985'1936, AND IS SET IN THE TOP OF A 4 INCH SQUARE, CONCRETE POST
 EL0985'THAT PROJECTS 8 INCHES, AND IS 260 FEET EAST OF THE CENTER OF
 EL0985'STATE HIGHWAY 76, 53 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 EL0985'27.5 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE, 19 FEET NORTHWEST
 EL0985'OF A POWERLINE POLE, AND 32.5 FEET NORTHWEST OF THE NORTHWEST
 EL0985'CORNER OF A GAS LINE SHELTER.  A PRECISE TRAVERSE CONNECTION
 EL0985'WAS MADE.
 EL0985
 EL0985                          STATION RECOVERY (1976)
 EL0985
 EL0985'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (JLR)
 EL0985'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND
 EL0985'NO. 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EL0985
 EL0985                          STATION RECOVERY (2011)
 EL0985
 EL0985'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JM)
 EL0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0648 ***********************************************************************
 GJ0648  DESIGNATION -  TURTLE
 GJ0648  PID         -  GJ0648
 GJ0648  STATE/COUNTY-  OK/WOODWARD
 GJ0648  COUNTRY     -  US
 GJ0648  USGS QUAD   -  FAIRVALLEY SW (2018)
 GJ0648
 GJ0648                         *CURRENT SURVEY CONTROL
 GJ0648  ______________________________________________________________________
 GJ0648* NAD 83(1993) POSITION- 36 30 55.77544(N) 099 09 37.83012(W)   ADJUSTED
 GJ0648* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 GJ0648  ______________________________________________________________________
 GJ0648  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 GJ0648  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 GJ0648  HORZ ORDER      -  SECOND
 GJ0648
 GJ0648.The horizontal coordinates were established by classical geodetic methods
 GJ0648.and adjusted by the National Geodetic Survey in November 1994.
 GJ0648
 GJ0648.The orthometric height was scaled from a topographic map.
 GJ0648
 GJ0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0648.GEOID18 height accuracy estimate available here.
 GJ0648
 GJ0648.Click photographs - Photos may exist for this station.
 GJ0648
 GJ0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0648
 GJ0648. The following values were computed from the NAD 83(1993) position.
 GJ0648
 GJ0648;                    North         East     Units Scale Factor Converg.
 GJ0648;SPC OK N     -   168,772.035   496,055.733   MT  0.99996381   -0 41 05.5
 GJ0648;SPC OK N     -   553,712.92  1,627,476.18   sFT  0.99996381   -0 41 05.5
 GJ0648;UTM  14      - 4,041,138.627   485,628.490   MT  0.99960254   -0 05 43.8
 GJ0648
 GJ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0648!SPC OK N     -   0.99990348  x   0.99996381  =   0.99986729
 GJ0648!UTM  14      -   0.99990348  x   0.99960254  =   0.99950605
 GJ0648
 GJ0648:                Primary Azimuth Mark                     Grid Az
 GJ0648:SPC OK N     -  TURTLE AZ MK                             229 03 02.0
 GJ0648:UTM  14      -  TURTLE AZ MK                             228 27 40.3
 GJ0648
 GJ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8562841138(NAD 83)
 GJ0648
 GJ0648|---------------------------------------------------------------------|
 GJ0648| PID    Reference Object                     Distance      Geod. Az  |
 GJ0648|                                                           dddmmss.s |
 GJ0648| CL3487 TURTLE RM 1                          10.933 METERS 03223     |
 GJ0648| CL3488 TURTLE RM 2                           9.274 METERS 15919     |
 GJ0648| CL3486 TURTLE AZ MK                                       2282156.5 |
 GJ0648|---------------------------------------------------------------------|
 GJ0648
 GJ0648                          SUPERSEDED SURVEY CONTROL
 GJ0648
 GJ0648  NAD 83(1986)-  36 30 55.77980(N)    099 09 37.81734(W) AD(       ) 2
 GJ0648  NAD 27      -  36 30 55.65439(N)    099 09 36.45168(W) AD(       ) 2
 GJ0648
 GJ0648.Superseded values are not recommended for survey control.
 GJ0648
 GJ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0648.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0648
 GJ0648_MARKER: DS = TRIANGULATION STATION DISK
 GJ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0648_STAMPING: TURTLE 1963
 GJ0648_MARK LOGO: CGS
 GJ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0648+STABILITY: SURFACE MOTION
 GJ0648
 GJ0648  HISTORY     - Date     Condition        Report By
 GJ0648  HISTORY     - 1963     MONUMENTED       CGS
 GJ0648
 GJ0648                          STATION DESCRIPTION
 GJ0648
 GJ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0648'THE STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF MOORELAND AND 8 MILES
 GJ0648'NORTHWEST OF QUINLAN, ON THE SUMMIT OF A BRUSH COVERED KNOLL WHICH
 GJ0648'IS THE HIGHEST ONE OF SEVERAL KNOLLS IN THE IMMEDIATE VICINITY AND
 GJ0648'ON LAND OWNED BY C. C. COCKREILL WHO LIVES IN MOORELAND.
 GJ0648'
 GJ0648'TO REACH THE STATION FROM THE POST OFFICE IN MOORELAND GO NORTHEAST
 GJ0648'AND NORTH ON STATE HIGHWAY 50 FOR 5.2 MILES TO TWO SMALL CONCRETE
 GJ0648'BRIDGES ON THE EAST AND WEST SIDES OF THE HIGHWAY.  TURN RIGHT AND
 GJ0648'GO EAST ON A TRACK ROAD FOR 1.0 MILE TO A CROSSROADS.  CONTINUE
 GJ0648'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 GJ0648'FOR 0.35 MILE TO A GATE.  PASS THROUGH THE GATE AND GO NORTHEAST
 GJ0648'AND NORTH FOR 0.2 MILE TO A FORK.  BEAR LEFT, CONTINUE
 GJ0648'NORTHEAST AND EAST FOR 0.7 MILE TO A CURVE IN THE ROAD, ABOUT
 GJ0648'50 FEET SOUTH OF A FENCE.  BEAR RIGHT AND GO EAST FOR 0.2 MILE TO
 GJ0648'A CEDAR TREE ON THE LEFT.  TURN RIGHT AND GO SOUTH, ACROSS
 GJ0648'COUNTRY FOR 0.2 MILE TO THE SUMMIT OF THE KNOLL AND THE STATION.
 GJ0648'
 GJ0648'THE STATION MARK IS A STANDARD DISK, STAMPED TURTLE 1963, SET IN THE
 GJ0648'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0648'4.7 FEET SOUTH OF A WITNESS POST.
 GJ0648'
 GJ0648'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TURTLE NO 1 1963, SET
 GJ0648'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0648'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 GJ0648'
 GJ0648'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TURTLE NO 2 1963, SET
 GJ0648'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0648'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GJ0648'
 GJ0648'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TURTLE 1963, SET IN THE
 GJ0648'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 GJ0648'1.0 FOOT SOUTH OF A NORTH RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF A
 GJ0648'WITNESS POST, 24.0 FEET NORTH AND ABOUT 4 FEET HIGHER THAN THE
 GJ0648'CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0828 ***********************************************************************
 EM0828  DESIGNATION -  TURTLE 1945
 EM0828  PID         -  EM0828
 EM0828  STATE/COUNTY-  OK/COMANCHE
 EM0828  COUNTRY     -  US
 EM0828  USGS QUAD   -  MOUNT SCOTT (2018)
 EM0828
 EM0828                         *CURRENT SURVEY CONTROL
 EM0828  ______________________________________________________________________
 EM0828* NAD 83(1993) POSITION- 34 44 54.22389(N) 098 35 52.98528(W)   ADJUSTED
 EM0828* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 EM0828  ______________________________________________________________________
 EM0828  GEOID HEIGHT    -        -25.464 (meters)                     GEOID18
 EM0828  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 EM0828  HORZ ORDER      -  THIRD
 EM0828
 EM0828.The horizontal coordinates were established by classical geodetic methods
 EM0828.and adjusted by the National Geodetic Survey in November 1994.
 EM0828
 EM0828.The orthometric height was scaled from a topographic map.
 EM0828
 EM0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0828.GEOID18 height accuracy estimate available here.
 EM0828
 EM0828.Click photographs - Photos may exist for this station.
 EM0828
 EM0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0828
 EM0828. The following values were computed from the NAD 83(1993) position.
 EM0828
 EM0828;                    North         East     Units Scale Factor Converg.
 EM0828;SPC OK S     -   157,126.265   545,241.993   MT  0.99994003   -0 20 22.1
 EM0828;SPC OK S     -   515,505.09  1,788,848.11   sFT  0.99994003   -0 20 22.1
 EM0828;UTM  14      - 3,845,215.218   536,790.493   MT  0.99961668   +0 13 44.8
 EM0828
 EM0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0828!SPC OK S     -   0.99990352  x   0.99994003  =   0.99984356
 EM0828!UTM  14      -   0.99990352  x   0.99961668  =   0.99952024
 EM0828
 EM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3679045215(NAD 83)
 EM0828
 EM0828                          SUPERSEDED SURVEY CONTROL
 EM0828
 EM0828  NAD 83(1986)-  34 44 54.22918(N)    098 35 52.97013(W) AD(       ) 3
 EM0828  NAD 27      -  34 44 53.98700(N)    098 35 51.75700(W) AD(       ) 3
 EM0828
 EM0828.Superseded values are not recommended for survey control.
 EM0828
 EM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0828.See file dsdata.pdf to determine how the superseded data were derived.
 EM0828
 EM0828_MARKER: I = METAL ROD
 EM0828_SETTING: 66 = SET IN ROCK OUTCROP
 EM0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0828+STABILITY: POSITION/ELEVATION WELL
 EM0828
 EM0828  HISTORY     - Date     Condition        Report By
 EM0828  HISTORY     - 1945     MONUMENTED       USA
 EM0828
 EM0828                          STATION DESCRIPTION
 EM0828
 EM0828'DESCRIBED BY US ARMY 1945
 EM0828'NEAR THE TOP OF HILL 2115 WHICH IS ABOUT 1-1/4 MILES NW
 EM0828'OF MEERS WYE.  MARKED BY PIECE OF 3/8 IN REINFORCING ROD CEMENTED
 EM0828'IN DRILL HOLE IN TOP OF ROCK OUTCROP ABOUT 45 FT. E OF HIGHEST
 EM0828'PART OF HILL.  PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0961 ***********************************************************************
 EK0961  DESIGNATION -  TUSKAHOMA
 EK0961  PID         -  EK0961
 EK0961  STATE/COUNTY-  OK/PUSHMATAHA
 EK0961  COUNTRY     -  US
 EK0961  USGS QUAD   -  CLAYTON (2019)
 EK0961
 EK0961                         *CURRENT SURVEY CONTROL
 EK0961  ______________________________________________________________________
 EK0961* NAD 83(1993) POSITION- 34 37 22.91897(N) 095 16 35.30231(W)   ADJUSTED
 EK0961* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 EK0961  ______________________________________________________________________
 EK0961  GEOID HEIGHT    -        -31.575 (meters)                     GEOID18
 EK0961  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 EK0961  HORZ ORDER      -  SECOND
 EK0961
 EK0961.The horizontal coordinates were established by classical geodetic methods
 EK0961.and adjusted by the National Geodetic Survey in November 1994.
 EK0961
 EK0961.The orthometric height was scaled from a topographic map.
 EK0961
 EK0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0961.GEOID18 height accuracy estimate available here.
 EK0961
 EK0961.Click photographs - Photos may exist for this station.
 EK0961
 EK0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0961
 EK0961. The following values were computed from the NAD 83(1993) position.
 EK0961
 EK0961;                    North         East     Units Scale Factor Converg.
 EK0961;SPC OK S     -   146,426.875   849,714.398   MT  0.99993617   +1 32 45.3
 EK0961;SPC OK S     -   480,402.17  2,787,771.32   sFT  0.99993617   +1 32 45.3
 EK0961;UTM  15      - 3,833,596.562   291,300.290   MT  1.00013688   -1 17 38.0
 EK0961
 EK0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0961!SPC OK S     -   0.99997512  x   0.99993617  =   0.99991129
 EK0961!UTM  15      -   0.99997512  x   1.00013688  =   1.00011199
 EK0961
 EK0961:                Primary Azimuth Mark                     Grid Az
 EK0961:SPC OK S     -  TUSKAHOMA AZ MK                          356 57 25.9
 EK0961:UTM  15      -  TUSKAHOMA AZ MK                          359 47 49.2
 EK0961
 EK0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9130033596(NAD 83)
 EK0961
 EK0961|---------------------------------------------------------------------|
 EK0961| PID    Reference Object                     Distance      Geod. Az  |
 EK0961|                                                           dddmmss.s |
 EK0961| CY2532 TUSKAHOMA RM 1                       15.083 METERS 00423     |
 EK0961| CY2533 TUSKAHOMA RM 2                       14.800 METERS 14336     |
 EK0961| CY2531 TUSKAHOMA AZ MK 2                                  35818     |
 EK0961| CY2530 TUSKAHOMA AZ MK                                    3583011.2 |
 EK0961|---------------------------------------------------------------------|
 EK0961
 EK0961                          SUPERSEDED SURVEY CONTROL
 EK0961
 EK0961  NAD 83(1986)-  34 37 22.92018(N)    095 16 35.29014(W) AD(       ) 2
 EK0961  NAD 27      -  34 37 22.55700(N)    095 16 34.39800(W) AD(       ) 2
 EK0961
 EK0961.Superseded values are not recommended for survey control.
 EK0961
 EK0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0961.See file dsdata.pdf to determine how the superseded data were derived.
 EK0961
 EK0961_MARKER: DS = TRIANGULATION STATION DISK
 EK0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0961_STAMPING: TUSKAHOMA 1952
 EK0961_MARK LOGO: CGS
 EK0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0961+STABILITY: SURFACE MOTION
 EK0961
 EK0961  HISTORY     - Date     Condition        Report By
 EK0961  HISTORY     - 1952     MONUMENTED       CGS
 EK0961  HISTORY     - 1960     GOOD             FAMC
 EK0961  HISTORY     - 1961     GOOD             CGS
 EK0961  HISTORY     - 19710511 POOR             USGS
 EK0961  HISTORY     - 1975     POOR             USACE
 EK0961
 EK0961                          STATION DESCRIPTION
 EK0961
 EK0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0961'STATION IS LOCATED ABOUT 3/4 OF A MILE NORTH OF THE TUSKAHOMA
 EK0961'POST OFFICE AND JUST NORTH OF U.S. HIGHWAY 271 ON THE RIGHT
 EK0961'OF WAY OF A GRAVEL ROAD.  STATION IS 89 FEET NORTH OF THE
 EK0961'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 271, 20 FEET EAST OF
 EK0961'THE APPROXIMATE CENTERLINE OF GRAVEL ROAD, 7 FEET SOUTHWEST OF
 EK0961'WITNESS POST AND 4 FEET WEST OF FENCE.  THE MARK PROJECTS ABOUT
 EK0961'6 INCHES AND THE DISK IS STAMPED TUSKAHOMA 1952.
 EK0961'
 EK0961'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE APPROXIMATE
 EK0961'CENTERLINE OF GRAVEL ROAD AND 1 FOOT WEST OF FENCE.  THE
 EK0961'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TUSKAHOMA
 EK0961'NO 1 1952.
 EK0961'
 EK0961'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE APPROXIMATE
 EK0961'CENTERLINE OF HIGHWAY, 27 FEET NORTHEAST OF POWER POLE, 24
 EK0961'FEET EAST OF FENCE CORNER AND 1 FOOT SOUTH OF FENCE.  THE
 EK0961'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TUSKAHOMA
 EK0961'NO 2 1952.
 EK0961'
 EK0961'AZIMUTH MARK IS 62 FEET EAST OF THE APPROXIMATE CENTERLINE
 EK0961'OF GRAVEL ROAD, 48 FEET NORTHWEST OF POWER POLE WITH TRANSFORMER,
 EK0961'40 FEET WEST OF FENCE AND 5 FEET NORTHEAST OF WITNESS POST.
 EK0961'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED TUSKAHOMA
 EK0961'1952.
 EK0961'
 EK0961'TO REACH FROM THE POST OFFICE IN TUSKAHOMA GO WEST AND NORTH
 EK0961'ON THE MAIN GRAVEL ROAD FOR 0.8 MILE TO U.S. HIGHWAY 271
 EK0961'AND STATION IN THE NORTHEAST ANGLE OF CROSSROADS AS DESCRIBED.
 EK0961'CONTINUE NORTH ON GRAVEL ROAD FOR 0.2 MILE TO AZIMUTH MARK
 EK0961'ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED.
 EK0961'
 EK0961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0961
 EK0961                          STATION RECOVERY (1960)
 EK0961
 EK0961'RECOVERY NOTE BY FALCON AIR MAPS COMPANY 1960 (MWT)
 EK0961'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK SHOULD
 EK0961'BE MOVED AS IT IS NOW ON AN ISOLATED MOUND OF DIRT FROM
 EK0961'AROUND WHICH THE DIRT HAS BEEN REMOVED FOR ROAD CONSTRUCTION
 EK0961'PURPOSES.
 EK0961
 EK0961                          STATION RECOVERY (1961)
 EK0961
 EK0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FAR)
 EK0961'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EK0961'CONDITION.  THE AZIMUTH MARK WAS RECOVERED ON A LARGE MOUND OF
 EK0961'EARTH IN AN AREA WHERE GRAVEL HAD BEEN REMOVED.  THIS MARK WAS
 EK0961'MOVED 103.10 FEET (31.425 METERS) ON LINE AWAY FROM THE STATION.
 EK0961'
 EK0961'THE PRESENT AZIMUTH MARK IS ABOUT 95 FEET NORTHEAST OF THE
 EK0961'CENTERLINE OF THE ROAD, NEAR THE NORTH END OF A CURVE, 6 FEET
 EK0961'NORTH OF THE BANK OF A SMALL GRAVEL PIT AND 3 FEET EAST OF A
 EK0961'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 EK0961'THE DISK IS STAMPED TUSKAHOMA 1952 RESET 1961.
 EK0961'
 EK0961'THE 1952 DESCRIPTION TO REACH THE STATION FROM TUSKAHOMA
 EK0961'IS ADEQUATE.
 EK0961
 EK0961                          STATION RECOVERY (1971)
 EK0961
 EK0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (NOH)
 EK0961'MARK RECOVERED IN POOR CONDITION.
 EK0961
 EK0961                          STATION RECOVERY (1975)
 EK0961
 EK0961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1975 (JPL)
 EK0961'TUSKAHOMA CAP HAS BEEN PRYED ON BUT MARK APPEARS OKAY.
 EK0961'
 EK0961'R.M. NO. 1 MARK IS IN GOOD CONDITION.
 EK0961'
 EK0961'R.M. NO. 2 MARK IS IN GOOD CONDITION.
 EK0961'
 EK0961'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 EK0961'
 EK0961'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI. NO. OF TUSKAHOMA
 EK0961'OKLA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0930 ***********************************************************************
 EL0930  DESIGNATION -  TUSSY PUMPING STA RADIO MAST
 EL0930  PID         -  EL0930
 EL0930  STATE/COUNTY-  OK/CARTER
 EL0930  COUNTRY     -  US
 EL0930  USGS QUAD   -  RATLIFF CITY (2018)
 EL0930
 EL0930                         *CURRENT SURVEY CONTROL
 EL0930  ______________________________________________________________________
 EL0930* NAD 83(1993) POSITION- 34 29 01.33677(N) 097 32 51.55737(W)   ADJUSTED
 EL0930  ______________________________________________________________________
 EL0930  GEOID HEIGHT    -        -25.630 (meters)                     GEOID18
 EL0930  LAPLACE CORR    -          2.56  (seconds)                    DEFLEC18
 EL0930  HORZ ORDER      -  THIRD
 EL0930
 EL0930.The horizontal coordinates were established by classical geodetic methods
 EL0930.and adjusted by the National Geodetic Survey in November 1994.
 EL0930
 EL0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0930.GEOID18 height accuracy estimate available here.
 EL0930
 EL0930.Click photographs - Photos may exist for this station.
 EL0930
 EL0930.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0930
 EL0930. The following values were computed from the NAD 83(1993) position.
 EL0930
 EL0930;                    North         East     Units Scale Factor Converg.
 EL0930;SPC OK S     -   127,695.896   641,548.717   MT  0.99993747   +0 15 24.3
 EL0930;SPC OK S     -   418,948.95  2,104,814.42   sFT  0.99993747   +0 15 24.3
 EL0930;UTM  14      - 3,816,747.392   633,361.107   MT  0.99981922   +0 49 20.6
 EL0930
 EL0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3336116747(NAD 83)
 EL0930
 EL0930                          SUPERSEDED SURVEY CONTROL
 EL0930
 EL0930  NAD 83(1986)-  34 29 01.34093(N)    097 32 51.54447(W) AD(       ) 3
 EL0930  NAD 27      -  34 29 01.03800(N)    097 32 50.44300(W) AD(       ) 3
 EL0930
 EL0930.Superseded values are not recommended for survey control.
 EL0930
 EL0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0930.See file dsdata.pdf to determine how the superseded data were derived.
 EL0930
 EL0930_MARKER: 42 = RADIO/TV MAST
 EL0930
 EL0930  HISTORY     - Date     Condition        Report By
 EL0930  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0930
 EL0930                          STATION DESCRIPTION
 EL0930
 EL0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0930'THE STATION IS LOCATED ABOUT 1 MILE EAST AND 2-1/2 MILES NORTH OF
 EL0930'COUNTY LINE AT THE TUSSY PUMPING STATION.  IT IS THE PROPERTY
 EL0930'OF THE CHEROKEE PIPELINE COMPANY AND THE CALL LETTERS ARE
 EL0930'KKC 645.
 EL0930'
 EL0930'IT IS A STEEL TRUSS STRUCTURE SUPPORTED BY MANY GUY CABLES,
 EL0930'IS PAINTED ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT
 EL0930'AT THE TOP OF THE MAST AND AN OVER-ALL HEIGHT OF 300.0 FEET.
 EL0930'
 EL0930'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE MAST.
 EL0930'
 EL0930'TO REACH THE STATION FROM THE POST OFFICE IN COUNTY LINE, GO
 EL0930'EAST ON STATE ROUTE NO. 7 FOR 1.0 MILE TO A ROAD LEFT, TURN
 EL0930'LEFT AND GO NORTH FOR 2.5 MILES TO THE TUSSY PUMPING STATION
 EL0930'ABOUT 1/2 MILE WEST AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1062 ***********************************************************************
 FJ1062  DESIGNATION -  TUTTLE
 FJ1062  PID         -  FJ1062
 FJ1062  STATE/COUNTY-  OK/GRADY
 FJ1062  COUNTRY     -  US
 FJ1062  USGS QUAD   -  TUTTLE (2018)
 FJ1062
 FJ1062                         *CURRENT SURVEY CONTROL
 FJ1062  ______________________________________________________________________
 FJ1062* NAD 83(1993) POSITION- 35 15 15.05831(N) 097 51 56.14142(W)   ADJUSTED
 FJ1062* NAVD 88 ORTHO HEIGHT -   421.    (meters)     1381.    (feet) SCALED
 FJ1062  ______________________________________________________________________
 FJ1062  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 FJ1062  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 FJ1062  HORZ ORDER      -  THIRD
 FJ1062
 FJ1062.The horizontal coordinates were established by classical geodetic methods
 FJ1062.and adjusted by the National Geodetic Survey in November 1994.
 FJ1062
 FJ1062.The orthometric height was scaled from a topographic map.
 FJ1062
 FJ1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1062.GEOID18 height accuracy estimate available here.
 FJ1062
 FJ1062.Click photographs - Photos may exist for this station.
 FJ1062
 FJ1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1062
 FJ1062. The following values were computed from the NAD 83(1993) position.
 FJ1062
 FJ1062;                    North         East     Units Scale Factor Converg.
 FJ1062;SPC OK S     -   213,082.615   612,231.586   MT  1.00000419   +0 04 34.6
 FJ1062;SPC OK S     -   699,088.55  2,008,629.80   sFT  1.00000419   +0 04 34.6
 FJ1062;UTM  14      - 3,901,821.293   603,197.487   MT  0.99973124   +0 39 17.4
 FJ1062
 FJ1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1062!SPC OK S     -   0.99993811  x   1.00000419  =   0.99994230
 FJ1062!UTM  14      -   0.99993811  x   0.99973124  =   0.99966936
 FJ1062
 FJ1062:                Primary Azimuth Mark                     Grid Az
 FJ1062:SPC OK S     -  TUTTLE AZ MK                             148 56 58.7
 FJ1062:UTM  14      -  TUTTLE AZ MK                             148 22 15.9
 FJ1062
 FJ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0319701821(NAD 83)
 FJ1062
 FJ1062|---------------------------------------------------------------------|
 FJ1062| PID    Reference Object                     Distance      Geod. Az  |
 FJ1062|                                                           dddmmss.s |
 FJ1062| CL5625 TUTTLE RM 1                           9.984 METERS 06003     |
 FJ1062| FJ1040 OKLA NATURAL GAS MICROWAVE          APPROX. 8.5 KM 1064551.9 |
 FJ1062| CL5626 TUTTLE RM 2                           8.730 METERS 13814     |
 FJ1062| CL5624 TUTTLE AZ MK                                       1490133.3 |
 FJ1062| FJ1054 AMBER MOORE STAUFFER ELEV           APPROX.10.5 KM 1870104.6 |
 FJ1062|---------------------------------------------------------------------|
 FJ1062
 FJ1062                          SUPERSEDED SURVEY CONTROL
 FJ1062
 FJ1062  NAD 83(1986)-  35 15 15.06337(N)    097 51 56.12548(W) AD(       ) 3
 FJ1062  NAD 27      -  35 15 14.84066(N)    097 51 54.97190(W) AD(       ) 3
 FJ1062
 FJ1062.Superseded values are not recommended for survey control.
 FJ1062
 FJ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1062.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1062
 FJ1062_MARKER: DS = TRIANGULATION STATION DISK
 FJ1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1062_STAMPING: TUTTLE 1957
 FJ1062_MARK LOGO: CGS
 FJ1062_PROJECTION: FLUSH
 FJ1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1062+STABILITY: SURFACE MOTION
 FJ1062
 FJ1062  HISTORY     - Date     Condition        Report By
 FJ1062  HISTORY     - 1957     MONUMENTED       CGS
 FJ1062  HISTORY     - 1986     GOOD             DMA
 FJ1062
 FJ1062                          STATION DESCRIPTION
 FJ1062
 FJ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1062'STATION IS LOCATED 2-1/2 MILES SOUTH AND 2-3/4 MILES WEST
 FJ1062'OF TUTTLE.  IT IS IN SECTION 18, T. 9. N., R. 6. W., ON THE
 FJ1062'HIGHEST POINT IN THE VICINITY AND ON PASTURE LAND OWNED BY
 FJ1062'MR. FANNIE THOMAS.
 FJ1062'
 FJ1062'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 92 IN
 FJ1062'TUTTLE, GO SOUTH SOUTHWEST ON STATE HIGHWAY 92 TOWARD AMBER
 FJ1062'FOR 2.6 MILES TO T-ROAD RIGHT, TURN RIGHT, WEST, AND GO 0.55
 FJ1062'MILE TO T-INTERSECTION, TURN LEFT, SOUTH, AND GO 0.05 MILE
 FJ1062'TO T-ROAD RIGHT, TURN RIGHT, WEST, AND GO 0.95 MILE TO
 FJ1062'T-INTERSECTION, TURN LEFT, SOUTH, AND GO 0.35 MILE TO A FIELD
 FJ1062'ROAD ON THE RIGHT AND A CATTLE GUARD, TURN RIGHT ACROSS
 FJ1062'CATTLE GUARD AND GO SOUTHWEST 107 FEET TO HIGHEST POINT AND
 FJ1062'STATION.  TO REACH THE AZIMUTH MARK, GO SOUTH ON GRADED ROAD
 FJ1062'FOR 0.75 MILE TO MARK ON RIGHT.
 FJ1062'
 FJ1062'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 FJ1062'CONCRETE POSTS.
 FJ1062'
 FJ1062'STATION MARKS ARE STAMPED TUTTLE 1957.  THE SURFACE MARK
 FJ1062'IS FLUSH.  IT IS 107 FEET SOUTHWEST OF THE SOUTH END OF A
 FJ1062'CATTLE GUARD, 105 FEET SOUTH OF AN EAST-WEST PROPERTY LINE
 FJ1062'FENCE, 90 WEST OF THE CENTER OF A GRADED ROAD, 70 SOUTH
 FJ1062'OF THE CENTER OF A FIELD ROAD, 24 FEET WEST OF A NORTH-SOUTH
 FJ1062'FENCE BORDERING THE WEST SIDE OF A STOCK PEN.  A 4 IN X 4 IN
 FJ1062'WHITE WITNESS POST WAS SET 29 FEET SOUTHEAST OF THE MARK.
 FJ1062'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ1062'30 INCHES BELOW GROUND SURFACE.
 FJ1062'
 FJ1062'REFERENCE MARK 1 PROJECTS 4 INCHES AND IS STAMPED TUTTLE NO
 FJ1062'1 1957.  IT IS 86 FEET SOUTH OF AN EAST-WEST PROPERTY LINE
 FJ1062'FENCE, 65 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 57 FEET
 FJ1062'WEST OF THE CENTER OF A GRADED ROAD AND 1 FOOT WEST OF THE
 FJ1062'WEST STOCK PEN FENCE.
 FJ1062'
 FJ1062'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED TUTTLE NO
 FJ1062'2 1957.  IT IS 124 SOUTH OF THE EAST-WEST PROPERTY LINE FENCE,
 FJ1062'103 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 61 FEET WEST
 FJ1062'OF THE CENTER OF THE GRADED ROAD, 2 FEET NORTH OF A 4 IN X 4 IN
 FJ1062'WHITE WITNESS POST AND 1 FOOT WEST OF THE WEST STOCK PEN FENCE.
 FJ1062'
 FJ1062'AZIMUTH MARK PROJECTS 6 INCHES AND IS STAMPED TUTTLE 1957.
 FJ1062'IT IS 13 FEET WEST OF THE CENTER OF THE GRADED ROAD, 1 FOOT
 FJ1062'NORTH OF AN EAST-WEST PROPERTY LINE FENCE AND 1 FOOT WEST
 FJ1062'OF A NORTH-SOUTH ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 FJ1062'WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 FJ1062
 FJ1062                          STATION RECOVERY (1986)
 FJ1062
 FJ1062'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 FJ1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1063 ***********************************************************************
 FJ1063  DESIGNATION -  TUTTLE MUNICIPAL TANK
 FJ1063  PID         -  FJ1063
 FJ1063  STATE/COUNTY-  OK/GRADY
 FJ1063  COUNTRY     -  US
 FJ1063  USGS QUAD   -  TUTTLE (2018)
 FJ1063
 FJ1063                         *CURRENT SURVEY CONTROL
 FJ1063  ______________________________________________________________________
 FJ1063* NAD 83(1993) POSITION- 35 17 24.73335(N) 097 49 03.44764(W)   ADJUSTED
 FJ1063  ______________________________________________________________________
 FJ1063  GEOID HEIGHT    -        -26.823 (meters)                     GEOID18
 FJ1063  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 FJ1063  HORZ ORDER      -  THIRD
 FJ1063
 FJ1063.The horizontal coordinates were established by classical geodetic methods
 FJ1063.and adjusted by the National Geodetic Survey in November 1994.
 FJ1063
 FJ1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1063.GEOID18 height accuracy estimate available here.
 FJ1063
 FJ1063.Click photographs - Photos may exist for this station.
 FJ1063
 FJ1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1063
 FJ1063. The following values were computed from the NAD 83(1993) position.
 FJ1063
 FJ1063;                    North         East     Units Scale Factor Converg.
 FJ1063;SPC OK S     -   217,085.843   616,589.932   MT  1.00001173   +0 06 12.7
 FJ1063;SPC OK S     -   712,222.47  2,022,928.80   sFT  1.00001173   +0 06 12.7
 FJ1063;UTM  14      - 3,905,867.268   607,513.980   MT  0.99974245   +0 40 59.3
 FJ1063
 FJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0751305867(NAD 83)
 FJ1063
 FJ1063                          SUPERSEDED SURVEY CONTROL
 FJ1063
 FJ1063  NAD 83(1986)-  35 17 24.73909(N)    097 49 03.43109(W) AD(       ) 3
 FJ1063  NAD 27      -  35 17 24.51823(N)    097 49 02.27238(W) AD(       ) 3
 FJ1063
 FJ1063.Superseded values are not recommended for survey control.
 FJ1063
 FJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1063.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1063
 FJ1063_MARKER: 53 = ELEVATED TANK
 FJ1063
 FJ1063  HISTORY     - Date     Condition        Report By
 FJ1063  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1063
 FJ1063                          STATION DESCRIPTION
 FJ1063
 FJ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1063'THE STATION IS LOCATED 500 FEET SOUTHWEST OF THE JUNCTION
 FJ1063'OF STATE HIGHWAYS 37 AND 92 IN THE WEST EDGE OF TUTTLE.
 FJ1063'
 FJ1063'IT IS AN ELEVATED TANK, SILVER IN COLOR, FOUR-LEGGED AND
 FJ1063'90 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX OF
 FJ1063'THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0982 ***********************************************************************
 FJ0982  DESIGNATION -  TV STA KETA RELAY MAST
 FJ0982  PID         -  FJ0982
 FJ0982  STATE/COUNTY-  OK/CLEVELAND
 FJ0982  COUNTRY     -  US
 FJ0982  USGS QUAD   -  MOORE (2018)
 FJ0982
 FJ0982                         *CURRENT SURVEY CONTROL
 FJ0982  ______________________________________________________________________
 FJ0982* NAD 83(1993) POSITION- 35 22 06.93847(N) 097 26 30.85376(W)   ADJUSTED
 FJ0982  ______________________________________________________________________
 FJ0982  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 FJ0982  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 FJ0982  HORZ ORDER      -  THIRD
 FJ0982
 FJ0982.The horizontal coordinates were established by classical geodetic methods
 FJ0982.and adjusted by the National Geodetic Survey in November 1994.
 FJ0982
 FJ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0982.GEOID18 height accuracy estimate available here.
 FJ0982
 FJ0982.Click photographs - Photos may exist for this station.
 FJ0982
 FJ0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0982
 FJ0982. The following values were computed from the NAD 83(1993) position.
 FJ0982
 FJ0982;                    North         East     Units Scale Factor Converg.
 FJ0982;SPC OK S     -   225,908.387   650,719.300   MT  1.00002953   +0 19 00.4
 FJ0982;SPC OK S     -   741,167.77  2,134,901.57   sFT  1.00002953   +0 19 00.4
 FJ0982;UTM  14      - 3,915,034.153   641,544.146   MT  0.99984690   +0 54 07.3
 FJ0982
 FJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4154415034(NAD 83)
 FJ0982
 FJ0982                          SUPERSEDED SURVEY CONTROL
 FJ0982
 FJ0982  NAD 83(1986)-  35 22 06.94479(N)    097 26 30.83648(W) AD(       ) 3
 FJ0982  NAD 27      -  35 22 06.71529(N)    097 26 29.70800(W) AD(       ) 3
 FJ0982
 FJ0982.Superseded values are not recommended for survey control.
 FJ0982
 FJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0982.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0982
 FJ0982_MARKER: 42 = RADIO/TV MAST
 FJ0982
 FJ0982  HISTORY     - Date     Condition        Report By
 FJ0982  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0982
 FJ0982                          STATION DESCRIPTION
 FJ0982
 FJ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0982'THE STATION IS LOCATED 5.0 MILES SOUTH OF DEL CITY IN SECTION
 FJ0982'6, T 10 N, R 2 W.
 FJ0982'
 FJ0982'IT IS A VERTICAL SKELETON STEEL STRUCTURE 200 FEET IN HEIGHT,
 FJ0982'PAINTED ALTERNATELY RED AND WHITE AND HAS TWO SQUARE SHAPED
 FJ0982'REFLECTORS AT ITS TOP.  THE POINT INTERSECTED WAS THE RED
 FJ0982'PULSATING LIGHT AT THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0806 ***********************************************************************
 EL0806  DESIGNATION -  TV STATION KTEN MAST
 EL0806  PID         -  EL0806
 EL0806  STATE/COUNTY-  OK/PONTOTOC
 EL0806  COUNTRY     -  US
 EL0806  USGS QUAD   -  VAMOOSA (2018)
 EL0806
 EL0806                         *CURRENT SURVEY CONTROL
 EL0806  ______________________________________________________________________
 EL0806* NAD 83(1993) POSITION- 34 54 06.57455(N) 096 40 38.38421(W)   ADJUSTED
 EL0806  ______________________________________________________________________
 EL0806  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 EL0806  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC18
 EL0806  HORZ ORDER      -  THIRD
 EL0806
 EL0806.The horizontal coordinates were established by classical geodetic methods
 EL0806.and adjusted by the National Geodetic Survey in November 1994.
 EL0806
 EL0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0806.GEOID18 height accuracy estimate available here.
 EL0806
 EL0806.Click photographs - Photos may exist for this station.
 EL0806
 EL0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0806
 EL0806. The following values were computed from the NAD 83(1993) position.
 EL0806
 EL0806;                    North         East     Units Scale Factor Converg.
 EL0806;SPC OK S     -   174,776.293   720,878.904   MT  0.99995126   +0 45 02.8
 EL0806;SPC OK S     -   573,411.89  2,365,083.54   sFT  0.99995126   +0 45 02.8
 EL0806;UTM  14      - 3,864,618.070   712,220.643   MT  1.00015511   +1 19 46.1
 EL0806
 EL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1222064618(NAD 83)
 EL0806
 EL0806                          SUPERSEDED SURVEY CONTROL
 EL0806
 EL0806  NAD 83(1986)-  34 54 06.57734(N)    096 40 38.37048(W) AD(       ) 3
 EL0806  NAD 27      -  34 54 06.25800(N)    096 40 37.36500(W) AD(       ) 3
 EL0806
 EL0806.Superseded values are not recommended for survey control.
 EL0806
 EL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0806.See file dsdata.pdf to determine how the superseded data were derived.
 EL0806
 EL0806_MARKER: 42 = RADIO/TV MAST
 EL0806
 EL0806  HISTORY     - Date     Condition        Report By
 EL0806  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0806
 EL0806                          STATION DESCRIPTION
 EL0806
 EL0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0806'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF ADA ABOUT 0.1 MILE
 EL0806'WEST OF STATE ROUTE NO. 99.  IT IS A TUBULAR STEEL STRUCTURE
 EL0806'SUPPORTED BY MANY GUY CABLES, IS PAINTED ALTERNATELY RED AND WHITE,
 EL0806'HAS A RED FLASHING LIGHT AT THE TOP OF THE ANTENNAE AND AN
 EL0806'OVER-ALL HEIGHT OF 720.0 FEET.
 EL0806'
 EL0806'THE POINT OBSERVED UPON WAS THE TOP OF THE MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0837 ***********************************************************************
 EL0837  DESIGNATION -  TV STATION KVSO RELAY MAST
 EL0837  PID         -  EL0837
 EL0837  STATE/COUNTY-  OK/MCCLAIN
 EL0837  COUNTRY     -  US
 EL0837  USGS QUAD   -  WANETTE (2018)
 EL0837
 EL0837                         *CURRENT SURVEY CONTROL
 EL0837  ______________________________________________________________________
 EL0837* NAD 83(1993) POSITION- 34 52 54.06610(N) 097 06 13.97321(W)   ADJUSTED
 EL0837  ______________________________________________________________________
 EL0837  GEOID HEIGHT    -        -25.926 (meters)                     GEOID18
 EL0837  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 EL0837  HORZ ORDER      -  THIRD
 EL0837
 EL0837.The horizontal coordinates were established by classical geodetic methods
 EL0837.and adjusted by the National Geodetic Survey in November 1994.
 EL0837
 EL0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0837.GEOID18 height accuracy estimate available here.
 EL0837
 EL0837.Click photographs - Photos may exist for this station.
 EL0837
 EL0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0837
 EL0837. The following values were computed from the NAD 83(1993) position.
 EL0837
 EL0837;                    North         East     Units Scale Factor Converg.
 EL0837;SPC OK S     -   172,113.608   681,917.375   MT  0.99994938   +0 30 31.1
 EL0837;SPC OK S     -   564,676.06  2,237,257.25   sFT  0.99994938   +0 30 31.1
 EL0837;UTM  14      - 3,861,562.618   673,283.671   MT  0.99997009   +1 05 04.7
 EL0837
 EL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7328361562(NAD 83)
 EL0837
 EL0837                          SUPERSEDED SURVEY CONTROL
 EL0837
 EL0837  NAD 83(1986)-  34 52 54.07104(N)    097 06 13.95861(W) AD(       ) 3
 EL0837  NAD 27      -  34 52 53.79391(N)    097 06 12.88211(W) AD(       ) 3
 EL0837
 EL0837.Superseded values are not recommended for survey control.
 EL0837
 EL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0837.See file dsdata.pdf to determine how the superseded data were derived.
 EL0837
 EL0837_MARKER: 27 = RADIO RANGE MAST
 EL0837
 EL0837  HISTORY     - Date     Condition        Report By
 EL0837  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0837
 EL0837                          STATION DESCRIPTION
 EL0837
 EL0837'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0976 ***********************************************************************
 GH0976  DESIGNATION -  TWIN
 GH0976  PID         -  GH0976
 GH0976  STATE/COUNTY-  OK/PAYNE
 GH0976  COUNTRY     -  US
 GH0976  USGS QUAD   -  TWIN MOUNDS (2018)
 GH0976
 GH0976                         *CURRENT SURVEY CONTROL
 GH0976  ______________________________________________________________________
 GH0976* NAD 83(1993) POSITION- 36 06 57.63648(N) 096 46 41.31915(W)   ADJUSTED
 GH0976* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0976  ______________________________________________________________________
 GH0976  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 GH0976  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 GH0976  HORZ ORDER      -  FIRST
 GH0976
 GH0976.The horizontal coordinates were established by classical geodetic methods
 GH0976.and adjusted by the National Geodetic Survey in November 1994.
 GH0976
 GH0976.The orthometric height was scaled from a topographic map.
 GH0976
 GH0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0976.GEOID18 height accuracy estimate available here.
 GH0976
 GH0976.Click photographs - Photos may exist for this station.
 GH0976
 GH0976.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0976
 GH0976. The following values were computed from the NAD 83(1993) position.
 GH0976
 GH0976;                    North         East     Units Scale Factor Converg.
 GH0976;SPC OK N     -   124,516.561   709,996.581   MT  0.99994581   +0 43 15.9
 GH0976;SPC OK N     -   408,518.08  2,329,380.45   sFT  0.99994581   +0 43 15.9
 GH0976;UTM  14      - 3,999,101.849   699,972.309   MT  1.00009275   +1 18 36.2
 GH0976
 GH0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0976!SPC OK N     -   0.99995545  x   0.99994581  =   0.99990127
 GH0976!UTM  14      -   0.99995545  x   1.00009275  =   1.00004820
 GH0976
 GH0976:                Primary Azimuth Mark                     Grid Az
 GH0976:SPC OK N     -  TT STA 23 Y                              265 29 16.6
 GH0976:UTM  14      -  TT STA 23 Y                              264 53 56.3
 GH0976
 GH0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9997299101(NAD 83)
 GH0976
 GH0976|---------------------------------------------------------------------|
 GH0976| PID    Reference Object                     Distance      Geod. Az  |
 GH0976|                                                           dddmmss.s |
 GH0976| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX.22.8 KM 0564417.4 |
 GH0976| GH0968 JENNINGS MUNICIPAL TANK             APPROX.20.3 KM 0683726.3 |
 GH0976| CI3469 TWIN AZ MK                                         0923324.8 |
 GH0976| GH0972 YALE MUNICIPAL TANK                 APPROX. 6.1 KM 0931423.6 |
 GH0976| CI3470 TWIN RM 1                            11.450 METERS 13413     |
 GH0976| FJ1297 CUSHING ST PAUL CATH CH SPIRE       APPROX.14.9 KM 1762810.5 |
 GH0976| FJ1298 CUSHING HALLIBURTON MAST            APPROX.13.8 KM 1763053.3 |
 GH0976| GH0977 CUSHING ELECTRONIC LAB RAD MST      APPROX.12.7 KM 1822730.3 |
 GH0976| CI3471 TWIN RM 2                            11.187 METERS 22039     |
 GH0976| GH0980 RIPLEY MUNICIPAL TANK               APPROX.15.6 KM 2252555.7 |
 GH0976| CI3443 TT STA 23 Y                                        2661232.5 |
 GH0976| GH0984 GLENCOE ATT MICROWAVE MAST          APPROX.16.0 KM 3051454.2 |
 GH0976|---------------------------------------------------------------------|
 GH0976
 GH0976                          SUPERSEDED SURVEY CONTROL
 GH0976
 GH0976  NAD 83(1986)-  36 06 57.64881(N)    096 46 41.30241(W) AD(       ) 1
 GH0976  NAD 27      -  36 06 57.42900(N)    096 46 40.19940(W) AD(       ) 1
 GH0976
 GH0976.Superseded values are not recommended for survey control.
 GH0976
 GH0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0976.See file dsdata.pdf to determine how the superseded data were derived.
 GH0976
 GH0976_MARKER: DS = TRIANGULATION STATION DISK
 GH0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0976_STAMPING: TWIN 1935
 GH0976_MARK LOGO: CGS
 GH0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0976+STABILITY: SURFACE MOTION
 GH0976
 GH0976  HISTORY     - Date     Condition        Report By
 GH0976  HISTORY     - 1935     MONUMENTED       CGS
 GH0976  HISTORY     - 1938     GOOD             CGS
 GH0976  HISTORY     - 1954     GOOD             CGS
 GH0976  HISTORY     - 1961     GOOD             CGS
 GH0976  HISTORY     - 1968     GOOD             CGS
 GH0976  HISTORY     - 1969     GOOD             DMA
 GH0976  HISTORY     - 1970     GOOD             OKDH
 GH0976  HISTORY     - 1971     GOOD             OKDH
 GH0976
 GH0976                          STATION DESCRIPTION
 GH0976
 GH0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0976'IN THE SOUTHWEST QUARTER OF SECTION 16, T. 19 N., R. 5 E.,
 GH0976'ON THE MOST NORTHWESTERLY ONE OF TWO MOUNDS KNOWN LOCALLY
 GH0976'AS TWIN MOUNDS, 22 FEET NORTH OF NORTH FENCE OF EAST-WEST ROAD.
 GH0976'
 GH0976'THIS STATION MAY BE USED AS LAPLACE STATION WITH HARRIS
 GH0976'LAPLACE AZIMUTH STATION AS INITIAL, OR AS INITIAL FOR HARRIS
 GH0976'LAPLACE AZIMUTH STATION.
 GH0976'
 GH0976'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 18, WHICH
 GH0976'IS 11 MILES NORTH OF CUSHING, GO SOUTH ON STATE HIGHWAY 18
 GH0976'FOR 1 MILE TO CROSSROADS, TURN RIGHT AND GO WEST FOR 1 MILE
 GH0976'TO STATION ON TOP OF MOUND ON NORTH SIDE OF ROAD.
 GH0976'
 GH0976'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GH0976'BRONZE DISKS SET IN CONCRETE.
 GH0976'
 GH0976'REFERENCE MARK NO. 1 IS IN NORTH FENCE OF ROAD, SOUTHEAST OF
 GH0976'STATION.  REFERENCE MARK NO. 2 IS IN NORTH FENCE OF ROAD,
 GH0976'SOUTHWEST OF STATION.
 GH0976'
 GH0976'AZIMUTH MARK IS 0.4 MILE EAST OF STATION ON SOUTH SIDE OF ROAD,
 GH0976'20 FEET SOUTH OF CENTER LINE OF ROAD.
 GH0976'
 GH0976'U.S. GEOLOGICAL SURVEY STATION MOUNT WAS ON THIS SAME HILL,
 GH0976'NOW DESTROYED.
 GH0976'
 GH0976'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH0976
 GH0976                          STATION RECOVERY (1938)
 GH0976
 GH0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0976'ABOUT 15 MILES EAST OF STILLWATER, 1.0 MILE SOUTH OF STATE
 GH0976'HIGHWAY 51, 1.0 MILE WEST OF STATE HIGHWAY 18 ON THE NORTHWESTERLY
 GH0976'ONE OF TWO MOUNDS KNOWN LOCALLY AS TWIN MOUNDS, IN THE SOUTHWEST
 GH0976'QUARTER OF SEC. 16, T. 19 N., R. 5 E., ON THE SOUTH END OF
 GH0976'THE MOUND, 22 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 GH0976'OF AN EAST-WEST ROAD.
 GH0976'
 GH0976'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0976'BRONZE DISKS SET IN CONCRETE.
 GH0976'
 GH0976'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 51 AND 18, WHICH
 GH0976'IS 16 MILES EAST OF STILLWATER, GO SOUTH ON 18 FOR 1 MILE
 GH0976'TO CROSSROADS, THENCE RIGHT (WEST) FOR 1 MILE TO STATION
 GH0976'ON TOP OF MOUND ON THE NORTH SIDE OF THE ROAD.
 GH0976'
 GH0976'REFERENCE MARK NO. 1 IS IN THE FENCE LINE SOUTHEAST OF THE
 GH0976'STATION.  REFERENCE MARK NO. 2, IS IN THE FENCE LINE SOUTHWEST
 GH0976'OF THE STATION.
 GH0976'
 GH0976'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION 20 FEET SOUTH
 GH0976'OF CENTER LINE OF ROAD.
 GH0976
 GH0976                          STATION RECOVERY (1954)
 GH0976
 GH0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0976'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 GH0976'IN GOOD CONDITION.
 GH0976'
 GH0976'THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO HAVE
 GH0976'BEEN DESTROYED.
 GH0976'
 GH0976'A TRANSIT TRAVERSE STATION ESTABLISHED BY THE U.S. GEOLOGICAL
 GH0976'SURVEY IN COOPERATION WITH THE STATE WAS USED AS AN AZIMUTH
 GH0976'MARK.  A NEW DESCRIPTION FOLLOWS.
 GH0976'
 GH0976'THE STATION IS 15 MILES EAST OF STILLWATER, 10 MILES NORTH OF
 GH0976'CUSHING AND 0.6 MILE WEST OF STATE HIGHWAY 18.  IT IS IN THE
 GH0976'SW 1/4 OF SEC. 16, T. 19 N., R. 5 E., NEAR THE SOUTH END OF
 GH0976'A LARGE MOUND ON THE PROPERTY OF MR. KENNITH JOHNSON.
 GH0976'
 GH0976'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 33 IN
 GH0976'CUSHING, GO NORTH ON STATE HIGHWAY 18 FOR 8.9 MILES TO A
 GH0976'CROSSROAD, TURN LEFT AND GO WEST FOR 0.6 MILE TO THE SOUTH
 GH0976'END OF A PROMINENT MOUND AND THE STATION SITE ON THE RIGHT.
 GH0976'
 GH0976'THE STATION MARK, ON THE HIGHEST POINT OF THE
 GH0976'MOUND, 22 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE,
 GH0976'PROJECTS 5 INCHES AND THE DISK IS STAMPED TWIN 1935.
 GH0976'
 GH0976'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION AND 1
 GH0976'FOOT NORTH OF A FENCE LINE, PROJECTS 5 INCHES AND THE DISK
 GH0976'IS STAMPED TWIN NO 1 1935.
 GH0976'
 GH0976'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION AND
 GH0976'1 FOOT NORTH OF A FENCE LINE, PROJECTS 7 INCHES AND THE DISK
 GH0976'IS STAMPED TWIN NO 2 1935.
 GH0976'
 GH0976'USGS TT STA. NO 23 Y 1927 IS APPROXIMATELY 0.4 MILE WEST
 GH0976'OF THE STATION, 45 FEET SOUTHWEST OF THE CENTER OF A ROAD
 GH0976'INTERSECTION, 5 FEET NORTH OF A FENCE CORNER AND 2 FEET
 GH0976'SOUTHEAST OF A WHITE POST.
 GH0976'
 GH0976'THE MARK IS A USGS DISK SET IN THE TOP OF A CONCRETE POST
 GH0976'WHICH PROJECTS 7 INCHES.  THE DISK IS STAMPED TT STA. NO 23
 GH0976'Y 1927.
 GH0976
 GH0976                          STATION RECOVERY (1961)
 GH0976
 GH0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GS)
 GH0976'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GH0976
 GH0976                          STATION RECOVERY (1968)
 GH0976
 GH0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0976'THE STATION WAS VISUALLY RECOVERED AT THIS TIME.  THE STATION
 GH0976'MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 GH0976'AND FOUND TO BE IN GOOD CONDITION.
 GH0976'
 GH0976'DUE TO SOME CHANGES IN HIGHWAYS A NEW TO REACH FOLLOWS.
 GH0976'
 GH0976'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND STATE
 GH0976'HIGHWAY 18 ABOUT 15 MILES EAST OF STILLWATER, GO NORTH ON STATE
 GH0976'HIGHWAY 18 FOR 0.55 MILE TO A GRADED CROSSROAD.  TURN LEFT AND
 GH0976'GO WEST ON GRADED ROAD FOR 0.7 MILE TO A SHARP CURVE AND STATION
 GH0976'ON RIGHT ON A PROMINENT HILL.
 GH0976'
 GH0976'THE AZIMUTH MARK WAS NOT FOUND AT THIS TIME.
 GH0976
 GH0976                          STATION RECOVERY (1969)
 GH0976
 GH0976'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 GH0976'STATION TWIN 1935 AND RMS NO.1 AND NO 2 WERE FOUND IN GOOD CONDITION.
 GH0976'THE EIGHT BY EIGHT FOOT CONCRETE PAD AROUND STATION TWIN WAS FOUND
 GH0976'INTACT.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.  DUE TO THE
 GH0976'CONSTRUCTION OF A NEW STATE HIGHWAY 51, THE STATION DESCRIPTION
 GH0976'SHOULD BE REVISED TO READ AS FOLLOWS- FROM THE INTERSECTION OF
 GH0976'STATE HIGHWAYS 51 AND 18, WHICH IS ABOUT 15 MILES EAST OF
 GH0976'STILLWATER AND 10 MILES NORTH OF CUSHING, PROCEED NORTH ON 18 FOR
 GH0976'0.5 MILE TO A CROSSROADS.  TURN LEFT AND PROCEED WEST ON DIRT
 GH0976'COUNTY ROAD FOR 0.8 MILES TO GATE ON RIGHT NEAR OIL STORAGE
 GH0976'TANKS.  TURN RIGHT AND PROCEED NORTH THROUGH WIRE GATE AND FOLLOW
 GH0976'TRAIL WHICH TURNS EAST FOR 0.2 MILE TO TOP OF HILL AND STATION
 GH0976'TWIN 1935.
 GH0976
 GH0976                          STATION RECOVERY (1970)
 GH0976
 GH0976'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970
 GH0976'THE STATION MARKER AND BOTH REFERENCE MARKS WERE EASILY FOUND FROM
 GH0976'PUBLISHED DATA AND IN GOOD CONDITION, SHOWING NO SIGNS OF BEING
 GH0976'DISTURBED.
 GH0976
 GH0976                          STATION RECOVERY (1971)
 GH0976
 GH0976'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 GH0976'TWIN 1935- RECOVERED IN GOOD CONDITION.
 GH0976'
 GH0976'TWIN RM NO 1 AND 2 1935- RECOVERED IN GOOD CONDITION.
 GH0976'
 GH0976'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 51 AND 18,
 GH0976'ABOUT 15 MILES EAST OF STILLWATER, GO NORTH ON S.H. 18 FOR
 GH0976'0.60 MILE TO CROSSROAD, THENCE LEFT (WEST) FOR 0.65 MILE
 GH0976'TO THE STATION ON TOP OF A MOUND ON THE NORTH SIDE OF THE ROAD.
 GH0976'
 GH0976'DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX. 15 MILES EAST
 GH0976'AND 0.60 MILE NORTH OF STILLWATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1092 ***********************************************************************
 EM1092  CBN         -  This is a Cooperative Base Network Control Station.
 EM1092  DESIGNATION -  TWO
 EM1092  PID         -  EM1092
 EM1092  STATE/COUNTY-  OK/COMANCHE
 EM1092  COUNTRY     -  US
 EM1092  USGS QUAD   -  FORT SILL (2018)
 EM1092
 EM1092                         *CURRENT SURVEY CONTROL
 EM1092  ______________________________________________________________________
 EM1092* NAD 83(2011) POSITION- 34 38 34.28892(N) 098 23 17.02218(W)   ADJUSTED
 EM1092* NAD 83(2011) ELLIP HT-   321.866 (meters)        (06/27/12)   ADJUSTED
 EM1092* NAD 83(2011) EPOCH   -  2010.00
 EM1092* NAVD 88 ORTHO HEIGHT -   347.6   (meters)     1140.    (feet) GPS OBS
 EM1092  ______________________________________________________________________
 EM1092  NAVD 88 orthometric height was determined with geoid model    GEOID99
 EM1092  GEOID HEIGHT    -        -25.719 (meters)                     GEOID99
 EM1092  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 EM1092  NAD 83(2011) X  -   -766,337.394 (meters)                     COMP
 EM1092  NAD 83(2011) Y  - -5,197,119.623 (meters)                     COMP
 EM1092  NAD 83(2011) Z  -  3,605,524.155 (meters)                     COMP
 EM1092  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 EM1092
 EM1092  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1092  Standards:
 EM1092         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1092            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1092  -------------------------------------------------------------------
 EM1092  NETWORK    1.86   4.06           0.82   0.69   2.07      0.03137220
 EM1092  -------------------------------------------------------------------
 EM1092  Click here for local accuracies and other accuracy information.
 EM1092
 EM1092.The horizontal coordinates were established by GPS observations
 EM1092.and adjusted by the National Geodetic Survey in June 2012.
 EM1092
 EM1092.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1092.been affixed to the stable North American tectonic plate. See 
 EM1092.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1092
 EM1092.The horizontal coordinates are valid at the epoch date displayed above
 EM1092.which is a decimal equivalence of Year/Month/Day.
 EM1092
 EM1092.The orthometric height was determined by GPS observations and a
 EM1092.high-resolution geoid model.
 EM1092
 EM1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1092.GEOID18 height accuracy estimate available here.
 EM1092
 EM1092.Click photographs - Photos may exist for this station.
 EM1092
 EM1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1092
 EM1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1092
 EM1092.The ellipsoidal height was determined by GPS observations
 EM1092.and is referenced to NAD 83.
 EM1092
 EM1092. The following values were computed from the NAD 83(2011) position.
 EM1092
 EM1092;                    North         East     Units Scale Factor Converg.
 EM1092;SPC OK S     -   145,325.359   564,423.673   MT  0.99993646   -0 13 13.0
 EM1092;SPC OK S     -   476,788.28  1,851,780.00   sFT  0.99993646   -0 13 13.0
 EM1092;UTM  14      - 3,833,608.795   556,082.297   MT  0.99963877   +0 20 52.3
 EM1092
 EM1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1092!SPC OK S     -   0.99994948  x   0.99993646  =   0.99988594
 EM1092!UTM  14      -   0.99994948  x   0.99963877  =   0.99958827
 EM1092
 EM1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5608233608(NAD 83)
 EM1092
 EM1092                          SUPERSEDED SURVEY CONTROL
 EM1092
 EM1092  NAD 83(2007)-  34 38 34.28890(N)    098 23 17.02273(W) AD(2002.00) 0
 EM1092  ELLIP H (02/10/07)  321.878  (m)                       GP(2002.00)    
 EM1092  ELLIP H (04/16/01)  321.903  (m)                       GP(       ) 4 2
 EM1092  NAD 83(1993)-  34 38 34.28862(N)    098 23 17.02268(W) AD(       ) B
 EM1092  ELLIP H (05/09/94)  321.944  (m)                       GP(       ) 4 2
 EM1092  NAVD 88 (07/24/98)  347.6    (m)  GEOID96  model used  GPS OBS        
 EM1092  NAVD 88 (01/13/95)  347.7    (m)  UNKNOWN  model used  GPS OBS        
 EM1092  NAVD 88 (05/09/94)  347.6    (m)  GEOID93  model used  GPS OBS        
 EM1092
 EM1092.Superseded values are not recommended for survey control.
 EM1092
 EM1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1092.See file dsdata.pdf to determine how the superseded data were derived.
 EM1092
 EM1092_MARKER: F = FLANGE-ENCASED ROD
 EM1092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1092_STAMPING: TWO 1993
 EM1092_MARK LOGO: NGS
 EM1092_PROJECTION: FLUSH
 EM1092_MAGNETIC: I = MARKER IS A STEEL ROD
 EM1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1092+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM1092
 EM1092  HISTORY     - Date     Condition        Report By
 EM1092  HISTORY     - 1993     MONUMENTED       NGS
 EM1092  HISTORY     - 20000220 GOOD             LOCSUR
 EM1092  HISTORY     - 20010530 GOOD             MSAM
 EM1092  HISTORY     - 20081003 GOOD             CLOLS
 EM1092  HISTORY     - 20140727 GOOD             GEOCAC
 EM1092  HISTORY     - 20180711 GOOD             OKDOT
 EM1092
 EM1092                          STATION DESCRIPTION
 EM1092
 EM1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1092'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF LAWTON, AT EXIT
 EM1092'40C OF INTERSTATE HIGHWAY 44 (ABOUT 140 M (459.3 FT) SOUTHEAST OF
 EM1092'GATE 2 TO FORT SILL), IN THE WEST LAWN AREA OF THE INTERCHANGE.
 EM1092'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EM1092'TO REACH FROM THE OVERPASS AT EXIT 40C, GO NORTHWEST TOWARDS GATE 2
 EM1092'FOR 60 M (196.8 FT) TO THE STATION ON THE LEFT.  CONTINUE AHEAD FOR
 EM1092'10 M (32.8 FT) TO END OF GUARDRAIL, THEN TURN LEFT TO THE STATION.
 EM1092'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN
 EM1092'AGREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 EM1092'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 33.7
 EM1092'M (110.6 FT) WEST OF THE NORTHWEST END OF THE OVERPASS BANNISTER,
 EM1092'21.5 M (70.5 FT) SOUTH-SOUTHEAST OF THE END OF THE GUARDRAIL WHERE IT
 EM1092'GOES INTO THE GROUND, 81.1 M (266.1 FT) SOUTHEAST OF THE NORTHWEST
 EM1092'CORNER OF THE LAWN AREA, 25.7 M (84.3 FT) EAST-NORTHEAST OF THE EDGE
 EM1092'OF THE SOUTHBOUND ENTRANCE RAMP TO THE HIGHWAY, 32 M (105.0 FT)
 EM1092'NORTHWEST OF THE EMBANKMENT ALONG THE HIGHWAY, 1.2 M (3.9 FT) NORTH OF
 EM1092'A METAL WITNESS POST, 1.1 M (3.6 FT) SOUTH OF A METAL WITNESS POST,
 EM1092'1.1 M (3.6 FT) EAST OF A METAL WITNESS POST, AND 1.1 M (3.6 FT) WEST
 EM1092'OF A METAL WITNESS POST.
 EM1092
 EM1092                          STATION RECOVERY (2000)
 EM1092
 EM1092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM1092'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM1092'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED GOOD GPS OCCUPATION POINT,
 EM1092'NO OBSTRUCTIONS.
 EM1092
 EM1092                          STATION RECOVERY (2001)
 EM1092
 EM1092'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 EM1092'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 EM1092'RECOVERED AS DESCRIBED.
 EM1092
 EM1092                          STATION RECOVERY (2008)
 EM1092
 EM1092'RECOVERY NOTE BY CITY LAWTON OK LAND SURV 2008 (DP)
 EM1092'CITY OF LAWTON DERIVED NAVD-88 ELEVATION OF 1140.375 BY TIES TO W152
 EM1092'AND OTHER NETWORK VERTICAL POINTS IN THE CITY OF LAWTON
 EM1092'NAD83(NSRS2007) ADJUSTMENT.
 EM1092
 EM1092                          STATION RECOVERY (2014)
 EM1092
 EM1092'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM1092'RECOVERD IN GOOD CONDITION.  FOUR WITNESS POSTS SURROUND THE MARK.
 EM1092'ACCESS BY PARKING ALONG HIGHWAY IS THE EASIEST.
 EM1092
 EM1092                          STATION RECOVERY (2018)
 EM1092
 EM1092'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM1092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1231 ***********************************************************************
 FJ1231  DESIGNATION -  TYNER
 FJ1231  PID         -  FJ1231
 FJ1231  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ1231  COUNTRY     -  US
 FJ1231  USGS QUAD   -  SHAWNEE (2018)
 FJ1231
 FJ1231                         *CURRENT SURVEY CONTROL
 FJ1231  ______________________________________________________________________
 FJ1231* NAD 83(1993) POSITION- 35 15 39.74501(N) 096 53 04.43964(W)   ADJUSTED
 FJ1231* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 FJ1231  ______________________________________________________________________
 FJ1231  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 FJ1231  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 FJ1231  HORZ ORDER      -  THIRD
 FJ1231
 FJ1231.The horizontal coordinates were established by classical geodetic methods
 FJ1231.and adjusted by the National Geodetic Survey in November 1994.
 FJ1231
 FJ1231.The orthometric height was scaled from a topographic map.
 FJ1231
 FJ1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1231.GEOID18 height accuracy estimate available here.
 FJ1231
 FJ1231.Click photographs - Photos may exist for this station.
 FJ1231
 FJ1231.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1231
 FJ1231. The following values were computed from the NAD 83(1993) position.
 FJ1231
 FJ1231;                    North         East     Units Scale Factor Converg.
 FJ1231;SPC OK S     -   214,396.084   701,499.943   MT  1.00000559   +0 37 59.3
 FJ1231;SPC OK S     -   703,397.82  2,301,504.40   sFT  1.00000559   +0 37 59.3
 FJ1231;UTM  14      - 3,904,043.479   692,436.453   MT  1.00005639   +1 13 17.8
 FJ1231
 FJ1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1231!SPC OK S     -   0.99995086  x   1.00000559  =   0.99995645
 FJ1231!UTM  14      -   0.99995086  x   1.00005639  =   1.00000725
 FJ1231
 FJ1231:                Primary Azimuth Mark                     Grid Az
 FJ1231:SPC OK S     -  TYNER AZ MK                              267 08 16.8
 FJ1231:UTM  14      -  TYNER AZ MK                              266 32 58.3
 FJ1231
 FJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9243604043(NAD 83)
 FJ1231
 FJ1231|---------------------------------------------------------------------|
 FJ1231| PID    Reference Object                     Distance      Geod. Az  |
 FJ1231|                                                           dddmmss.s |
 FJ1231| CI3473 TYNER RM 1                           28.201 METERS 15054     |
 FJ1231| CI3474 TYNER RM 2                           33.690 METERS 25207     |
 FJ1231| FJ1223 TECUMSEH GIRLS TOWN TANK            APPROX. 5.6 KM 2553324.3 |
 FJ1231| CI3472 TYNER AZ MK                                        2674616.1 |
 FJ1231| FJ1240 TECUMSEH MUNICIPAL TANK             APPROX. 4.7 KM 2691052.7 |
 FJ1231| FJ1235 TECUMSEH SINCLAIR PIPE MAST         APPROX. 6.2 KM 2873253.6 |
 FJ1231|---------------------------------------------------------------------|
 FJ1231
 FJ1231                          SUPERSEDED SURVEY CONTROL
 FJ1231
 FJ1231  NAD 83(1986)-  35 15 39.74963(N)    096 53 04.42158(W) AD(       ) 3
 FJ1231  NAD 27      -  35 15 39.48788(N)    096 53 03.34727(W) AD(       ) 3
 FJ1231
 FJ1231.Superseded values are not recommended for survey control.
 FJ1231
 FJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1231.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1231
 FJ1231_MARKER: DS = TRIANGULATION STATION DISK
 FJ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1231_STAMPING: TYNER 1957
 FJ1231_MARK LOGO: CGS
 FJ1231_PROJECTION: RECESSED 30 CENTIMETERS
 FJ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1231+STABILITY: SURFACE MOTION
 FJ1231
 FJ1231  HISTORY     - Date     Condition        Report By
 FJ1231  HISTORY     - 1957     MONUMENTED       CGS
 FJ1231  HISTORY     - 1969     GOOD             CGS
 FJ1231
 FJ1231                          STATION DESCRIPTION
 FJ1231
 FJ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1231'STATION IS ALONG STATE HIGHWAY 9, ON A SMALL BARE RIDGE
 FJ1231'WHICH RUNS NORTH AND SOUTH, IN SECTION 9, T 9 N., R 4 E.,
 FJ1231'ON LAND OWNED AND OCCUPIED BY MR. L.B. KIEFFER.
 FJ1231'
 FJ1231'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 18
 FJ1231'AT THE NORTH EDGE OF TECUMSEH, GO EAST ON STATE HIGHWAY 9
 FJ1231'FOR 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 FJ1231'EAST ON HIGHWAY FOR 0.9 MILE TO A DRIVEWAY ON THE LEFT, TURN
 FJ1231'LEFT THROUGH DRIVEWAY AND BEAR RIGHT (EAST) ON PRIVATE DRIVE
 FJ1231'FOR 0.1 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 FJ1231'THE HOME OF MR. KIEFFER.
 FJ1231'
 FJ1231'STATION MARKS ARE STANDARD DISKS, STAMPED TYNER 1957.  SURFACE
 FJ1231'MARK IS SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1231'WHICH IS 12 INCHES BELOW THE GROUND SURFACE, 252 FEET SOUTH
 FJ1231'OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 112 FEET NORTHEAST
 FJ1231'OF A FENCE CORNER, 153 FEET NORTH OF THE CENTER OF STATE
 FJ1231'HIGHWAY 9, AND 37 FEET NORTH OF THE CENTER OF THE ENTRANCE
 FJ1231'DRIVE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 FJ1231'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 FJ1231'
 FJ1231'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TYNER NO 1 1957,
 FJ1231'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1231'PROJECTS 4 INCHES.  IT IS 72 FEET NORTH OF THE CENTER OF
 FJ1231'THE HIGHWAY, 42 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 FJ1231'DRIVE AND 1 FOOT NORTHEAST OF A POWERLINE POLE.
 FJ1231'
 FJ1231'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TYNER NO 2
 FJ1231'1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1231'WHICH PROJECTS 2 INCHES.  IT IS 123 FEET NORTH OF THE CENTER
 FJ1231'OF THE HIGHWAY, 26 FEET NORTH OF THE CENTER OF THE ENTRANCE
 FJ1231'DRIVE, 2 FEET NORTH OF THE FENCE CORNER.  A 4 IN X 4 IN
 FJ1231'WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 FJ1231'
 FJ1231'AZIMUTH MARK IS A STANDARD DISK, STAMPED TYNER 1957, SET
 FJ1231'IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 FJ1231'6 INCHES.  IT IS 58 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 FJ1231'9, 4 FEET NORTH OF A RIGHT-OF-WAY FENCE AND 3 FEET EAST
 FJ1231'OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 FJ1231'SET 2 FEET NORTHWEST OF THE MARK.
 FJ1231'
 FJ1231'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1231
 FJ1231                          STATION RECOVERY (1969)
 FJ1231
 FJ1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1231'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 FJ1231'DESCRIBED.  A BRIEF SEARCH WAS MADE FOR THE REFERENCE MARKS BUT THEY
 FJ1231'WERE NOT FOUND.
 FJ1231'
 FJ1231'ROUTE DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0258 ***********************************************************************
 GK0258  DESIGNATION -  TYRONE
 GK0258  PID         -  GK0258
 GK0258  STATE/COUNTY-  OK/TEXAS
 GK0258  COUNTRY     -  US
 GK0258  USGS QUAD   -  TYRONE (2018)
 GK0258
 GK0258                         *CURRENT SURVEY CONTROL
 GK0258  ______________________________________________________________________
 GK0258* NAD 83(1986) POSITION- 36 57 16.5    (N) 101 04 10.0    (W)   HD_HELD2
 GK0258* NAVD 88 ORTHO HEIGHT -   892.475 (meters)     2928.06  (feet) ADJUSTED
 GK0258  ______________________________________________________________________
 GK0258  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 GK0258  DYNAMIC HEIGHT  -        891.585 (meters)     2925.14  (feet) COMP
 GK0258  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 GK0258
 GK0258  VERT ORDER      -  FIRST     CLASS II
 GK0258
 GK0258.The horizontal coordinates were established by autonomous hand held GPS
 GK0258.observations and have an estimated accuracy of +/- 10 meters.
 GK0258
 GK0258.The orthometric height was determined by differential leveling and
 GK0258.adjusted by the NATIONAL GEODETIC SURVEY
 GK0258.in June 1991.
 GK0258
 GK0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0258.GEOID18 height accuracy estimate available here.
 GK0258
 GK0258.Click photographs - Photos may exist for this station.
 GK0258
 GK0258.The dynamic height is computed by dividing the NAVD 88
 GK0258.geopotential number by the normal gravity value computed on the
 GK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0258.degrees latitude (g = 980.6199 gals.).
 GK0258
 GK0258.The modeled gravity was interpolated from observed gravity values.
 GK0258
 GK0258;                    North         East    Units  Estimated Accuracy
 GK0258;SPC OK N     -   221,199.      326,656.      MT  (+/- 10 meters HH2 GPS)
 GK0258
 GK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1574891835(NAD 83)
 GK0258
 GK0258                          SUPERSEDED SURVEY CONTROL
 GK0258
 GK0258  NGVD 29 (??/??/92)  892.070  (m)         2926.73   (f) ADJ UNCH    1 2
 GK0258
 GK0258.Superseded values are not recommended for survey control.
 GK0258
 GK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0258.See file dsdata.pdf to determine how the superseded data were derived.
 GK0258
 GK0258_MARKER: DB = BENCH MARK DISK
 GK0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0258_SP_SET: MONUMENT FOUNDATION
 GK0258_STAMPING: TYRONE 1933
 GK0258_MARK LOGO: CGS
 GK0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0258
 GK0258  HISTORY     - Date     Condition        Report By
 GK0258  HISTORY     - 1933     MONUMENTED       CGS
 GK0258
 GK0258                          STATION DESCRIPTION
 GK0258
 GK0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0258'IN TYRONE.
 GK0258'ALONG THE ROCK ISLAND RAIL ROAD 5 POLES SOUTH WEST OF MILE POLE 444.
 GK0258'SET IN CENTER OF NORTH EAST SIDE OF CONCRETE FOUNDATION OF WAR
 GK0258'MEMORIAL MONUMENT 120 FT. NORTH WEST OF CENTER LINE OF MAIN LINE
 GK0258'RAILROAD TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK1089 ***********************************************************************
 GK1089  DESIGNATION -  TYRONE
 GK1089  PID         -  GK1089
 GK1089  STATE/COUNTY-  OK/TEXAS
 GK1089  COUNTRY     -  US
 GK1089  USGS QUAD   -  LITTLE PONDEROSA (2018)
 GK1089
 GK1089                         *CURRENT SURVEY CONTROL
 GK1089  ______________________________________________________________________
 GK1089* NAD 83(1997) POSITION- 36 59 53.85566(N) 100 58 38.22428(W)   ADJUSTED
 GK1089* NAVD 88 ORTHO HEIGHT -   892.46  (+/-2cm)     2928.0   (feet) VERTCON3
 GK1089  ______________________________________________________________________
 GK1089  GEOID HEIGHT    -        -26.816 (meters)                     GEOID18
 GK1089  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 GK1089  HORZ ORDER      -  SECOND
 GK1089  VERT ORDER      -  THIRD ? (See Below)
 GK1089
 GK1089.The horizontal coordinates were established by classical geodetic methods
 GK1089.and adjusted by the National Geodetic Survey in October 1998.
 GK1089
 GK1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1089
 GK1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK1089.GEOID18 height accuracy estimate available here.
 GK1089
 GK1089.The vertical order pertains to the NGVD 29 superseded value.
 GK1089
 GK1089.Click photographs - Photos may exist for this station.
 GK1089
 GK1089.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK1089
 GK1089. The following values were computed from the NAD 83(1997) position.
 GK1089
 GK1089;                    North         East     Units Scale Factor Converg.
 GK1089;SPC OK N     -   225,792.103   335,009.166   MT  1.00005047   -1 45 25.3
 GK1089;SPC OK N     -   740,786.26  1,099,109.24   sFT  1.00005047   -1 45 25.3
 GK1089;UTM  14      - 4,096,510.450   324,055.348   MT  0.99998137   -1 11 24.8
 GK1089
 GK1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1089!SPC OK N     -   0.99986417  x   1.00005047  =   0.99991463
 GK1089!UTM  14      -   0.99986417  x   0.99998137  =   0.99984554
 GK1089
 GK1089:                Primary Azimuth Mark                     Grid Az
 GK1089:SPC OK N     -  TYRONE AZ MK                             006 24 55.3
 GK1089:UTM  14      -  TYRONE AZ MK                             005 50 54.8
 GK1089
 GK1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2405596510(NAD 83)
 GK1089
 GK1089|---------------------------------------------------------------------|
 GK1089| PID    Reference Object                     Distance      Geod. Az  |
 GK1089|                                                           dddmmss.s |
 GK1089| CL3503 TYRONE AZ MK                                       0043930.0 |
 GK1089| HH0969 VORTAC LIBERAL MUN AIRPORT          APPROX. 5.1 KM 0060219.6 |
 GK1089| CL3504 TYRONE RM 1                         136.200 METERS 00650     |
 GK1089| HH0966 LIBERAL MUNICIPAL WATER TANK        APPROX. 7.0 KM 0414616.1 |
 GK1089| HH0958 LIBERAL FIRST BAPTIST CH SPIRE      APPROX. 6.3 KM 0432906.8 |
 GK1089| HH0957 LIBERAL NEW MUN TANK                APPROX. 6.8 KM 0520017.3 |
 GK1089| CL3505 TYRONE RM 2                          19.727 METERS 09316     |
 GK1089| GK0800 TYRONE MUNICIPAL WATER TANK         APPROX. 9.4 KM 2384525.3 |
 GK1089|---------------------------------------------------------------------|
 GK1089
 GK1089                          SUPERSEDED SURVEY CONTROL
 GK1089
 GK1089  NAD 83(1993)-  36 59 53.86685(N)    100 58 38.22771(W) AD(       ) 2
 GK1089  NAD 83(1986)-  36 59 53.86611(N)    100 58 38.22325(W) AD(       ) 2
 GK1089  NAD 27      -  36 59 53.77106(N)    100 58 36.61438(W) AD(       ) 2
 GK1089  NGVD 29             892.07   (m)         2926.7    (f) LEVELING    3  
 GK1089
 GK1089.Superseded values are not recommended for survey control.
 GK1089
 GK1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1089.See file dsdata.pdf to determine how the superseded data were derived.
 GK1089
 GK1089_MARKER: DS = TRIANGULATION STATION DISK
 GK1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1089_STAMPING: TYRONE 1933
 GK1089_MARK LOGO: CGS
 GK1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK1089+STABILITY: SURFACE MOTION
 GK1089
 GK1089  HISTORY     - Date     Condition        Report By
 GK1089  HISTORY     - 1933     MONUMENTED       CGS
 GK1089  HISTORY     - 1945     GOOD             CGS
 GK1089  HISTORY     - 1959     GOOD             CGS
 GK1089  HISTORY     - 1965     GOOD             CGS
 GK1089  HISTORY     - 1966     GOOD             USGS
 GK1089
 GK1089                          STATION DESCRIPTION
 GK1089
 GK1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 GK1089'ABOUT 5.5 MILES NORTHEAST OF TYRONE, OKLAHOMA, AND 4.5 MILES
 GK1089'SOUTHWEST OF LIBERAL, KANSAS, 1.1 MILES EAST OF RAILROAD TRACK
 GK1089'WHERE IT CROSSES OKLAHOMA-KANSAS STATE LINE, ON A PROMINENT SAND
 GK1089'RIDGE THAT RUNS NORTH AND SOUTH, IN THE NORTH FRACTION OF SEC.
 GK1089'11, T. 6 N., R. 19 E.  STATION IS ON THE OKLAHOMA-KANSAS STATE
 GK1089'LINE, 6 FEET NORTH OF SOUTH ROAD ALLOWANCE FENCE.  164 FEET
 GK1089'SOUTHEAST OF CENTER OF OLD WINDMILL, WHICH IS IN ROAD
 GK1089'ALLOWANCE.  185 FEET SOUTHWEST OF FENCE CORNER AT SOUTHEAST
 GK1089'CORNER OF FIELD AND NORTHWEST CORNER OF INTERSECTION OF
 GK1089'SECTION-LINE ROAD WITH OKLAHOMA-KANSAS STATE LINE.
 GK1089'
 GK1089'REFERENCE MARK NO. 1 IS NORTH OF STATION, 7 FEET SOUTH OF NORTH
 GK1089'ROAD ALLOWANCE FENCE.  108 FEET EAST OF ABOVE WINDMILL, 120
 GK1089'FEET WEST OF ABOVE FENCE CORNER.  ON SAME RIDGE AS STATION.
 GK1089'
 GK1089'REFERENCE MARK NO. 2 IS EAST OF STATION AND ON SAME KNOLL,
 GK1089'1 FOOT NORTH OF SOUTH ROAD ALLOWANCE FENCE.
 GK1089'
 GK1089'AZIMUTH MARK IS NORTH OF STATION IN NORTH-AND-SOUTH FENCE ON
 GK1089'EAST SIDE OF SECTION-LINE ROAD.  APPROXIMATELY 200 YARDS SOUTH
 GK1089'OF U.S. HIGHWAY 54.
 GK1089'
 GK1089'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE GROUND.
 GK1089'
 GK1089'STATION REACHED FROM RAILROAD CROSSING IN LIBERAL BY U.S.
 GK1089'HIGHWAYS 83 AND 54, 0.4 MILE SOUTH, THEN TURN RIGHT ON U.S.
 GK1089'HIGHWAY 54 AND GO SOUTHWEST 3.45 MILES TO SAND ROAD LEADING
 GK1089'SOUTH, TURN LEFT AND FOLLOW ROAD SOUTH 0.75 MILE TO THE
 GK1089'OKLAHOMA-KANSAS STATE LINE, THEN SOUTHWEST ABOUT 40 YARDS TO
 GK1089'STATION AT TOP OF RIDGE.
 GK1089'
 GK1089'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN
 GK1089'SQUARE CONCRETE POSTS.
 GK1089
 GK1089                          STATION RECOVERY (1945)
 GK1089
 GK1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 GK1089'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 GK1089'REFERENCE MARKS VERIFIED AS CORRECT.
 GK1089
 GK1089                          STATION RECOVERY (1959)
 GK1089
 GK1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GK1089'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GK1089'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
 GK1089'IT IS PROBABLY BURIED BENEATH SAND THAT HAS DRIFTED ALONG
 GK1089'THE FENCE LINE.
 GK1089'
 GK1089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 GK1089'54 AND 83 IN LIBERAL, GO SOUTH ALONG U.S. HIGHWAY 54 TO THE
 GK1089'OKLAHOMA - KANSAS STATE LINE AND A TRACK ROAD RUNNING EAST
 GK1089'ALONG THE BOUNDARY.  TURN LEFT (EAST) AND GO 1.1 MILES TO
 GK1089'STATION SITE ON TOP OF RIDGE.
 GK1089
 GK1089                          STATION RECOVERY (1965)
 GK1089
 GK1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 GK1089'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 GK1089'DESCRIBED AND WERE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GK1089'SEARCHED FOR, BUT WAS NOT FOUND.  THE 1959 REVISED DESCRIPTION
 GK1089'IS ADEQUATE FOR DIRECTIONS IN FINDING THE MARK, ALTHOUGH THE
 GK1089'TRACK ROAD IS OVERGROWN WITH GRASS AND BRUSH.
 GK1089
 GK1089                          STATION RECOVERY (1966)
 GK1089
 GK1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GK1089'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0801 ***********************************************************************
 GK0801  DESIGNATION -  TYRONE COMPTON GRAIN CO ELEV
 GK0801  PID         -  GK0801
 GK0801  STATE/COUNTY-  OK/TEXAS
 GK0801  COUNTRY     -  US
 GK0801  USGS QUAD   -  TYRONE (2018)
 GK0801
 GK0801                         *CURRENT SURVEY CONTROL
 GK0801  ______________________________________________________________________
 GK0801* NAD 83(1997) POSITION- 36 57 16.21150(N) 101 04 06.99180(W)   ADJUSTED
 GK0801  ______________________________________________________________________
 GK0801  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 GK0801  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 GK0801  HORZ ORDER      -  THIRD
 GK0801
 GK0801.The horizontal coordinates were established by classical geodetic methods
 GK0801.and adjusted by the National Geodetic Survey in October 1998.
 GK0801
 GK0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0801.GEOID18 height accuracy estimate available here.
 GK0801
 GK0801.Click photographs - Photos may exist for this station.
 GK0801
 GK0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0801
 GK0801. The following values were computed from the NAD 83(1997) position.
 GK0801
 GK0801;                    North         East     Units Scale Factor Converg.
 GK0801;SPC OK N     -   221,187.698   326,730.005   MT  1.00003967   -1 48 39.3
 GK0801;SPC OK N     -   725,679.97  1,071,946.69   sFT  1.00003967   -1 48 39.3
 GK0801;UTM  14      - 4,091,824.570   315,822.523   MT  1.00001790   -1 14 38.2
 GK0801
 GK0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1582291824(NAD 83)
 GK0801
 GK0801                          SUPERSEDED SURVEY CONTROL
 GK0801
 GK0801  NAD 83(1993)-  36 57 16.22003(N)    101 04 06.99003(W) AD(       ) 3
 GK0801  NAD 83(1986)-  36 57 16.22136(N)    101 04 06.98724(W) AD(       ) 3
 GK0801  NAD 27      -  36 57 16.11561(N)    101 04 05.38097(W) AD(       ) 3
 GK0801
 GK0801.Superseded values are not recommended for survey control.
 GK0801
 GK0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0801.See file dsdata.pdf to determine how the superseded data were derived.
 GK0801
 GK0801_MARKER: 65 = GRAIN ELEVATOR
 GK0801
 GK0801  HISTORY     - Date     Condition        Report By
 GK0801  HISTORY     - 1972     FIRST OBSERVED   USGS
 GK0801
 GK0801                          STATION DESCRIPTION
 GK0801
 GK0801'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 GK0801'T. 6 N., R. 18 E., ABOUT 1300 FT. N. AND 1000 FT. E. OF COR. SECS.
 GK0801'25, 26, 35, AND 36.
 GK0801'
 GK0801'ABOUT 700 FT. SE. OF TYRONE, OKLAHOMA, POST OFFICE.
 GK0801'
 GK0801'AT SE. CORNER OF MAIN STREET AND FORENCE STREET IN TYRONE.
 GK0801'
 GK0801'MARK IS VENT ATOP HEADHOUSE OF COMPTON GRIN CO. GRAIN ELEV.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0800 ***********************************************************************
 GK0800  DESIGNATION -  TYRONE MUNICIPAL WATER TANK
 GK0800  PID         -  GK0800
 GK0800  STATE/COUNTY-  OK/TEXAS
 GK0800  COUNTRY     -  US
 GK0800  USGS QUAD   -  TYRONE (2018)
 GK0800
 GK0800                         *CURRENT SURVEY CONTROL
 GK0800  ______________________________________________________________________
 GK0800* NAD 83(1997) POSITION- 36 57 16.37151(N) 101 04 01.43947(W)   ADJUSTED
 GK0800* NAVD 88 ORTHO HEIGHT -   895.    (meters)     2936.    (feet) SCALED
 GK0800  ______________________________________________________________________
 GK0800  GEOID HEIGHT    -        -26.775 (meters)                     GEOID18
 GK0800  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 GK0800  HORZ ORDER      -  THIRD
 GK0800
 GK0800.The horizontal coordinates were established by classical geodetic methods
 GK0800.and adjusted by the National Geodetic Survey in October 1998.
 GK0800
 GK0800.The orthometric height was scaled from a topographic map.
 GK0800
 GK0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0800.GEOID18 height accuracy estimate available here.
 GK0800
 GK0800.Click photographs - Photos may exist for this station.
 GK0800
 GK0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0800
 GK0800. The following values were computed from the NAD 83(1997) position.
 GK0800
 GK0800;                    North         East     Units Scale Factor Converg.
 GK0800;SPC OK N     -   221,188.288   326,867.463   MT  1.00003968   -1 48 36.1
 GK0800;SPC OK N     -   725,681.91  1,072,397.67   sFT  1.00003968   -1 48 36.1
 GK0800;UTM  14      - 4,091,826.521   315,959.965   MT  1.00001728   -1 14 34.9
 GK0800
 GK0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0800!SPC OK N     -   0.99986370  x   1.00003968  =   0.99990338
 GK0800!UTM  14      -   0.99986370  x   1.00001728  =   0.99988098
 GK0800
 GK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1595991826(NAD 83)
 GK0800
 GK0800                          SUPERSEDED SURVEY CONTROL
 GK0800
 GK0800  NAD 83(1993)-  36 57 16.38227(N)    101 04 01.44364(W) AD(       ) 3
 GK0800  NAD 83(1986)-  36 57 16.38077(N)    101 04 01.43846(W) AD(       ) 3
 GK0800  NAD 27      -  36 57 16.29801(N)    101 03 59.78932(W) AD(       ) 3
 GK0800
 GK0800.Superseded values are not recommended for survey control.
 GK0800
 GK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0800.See file dsdata.pdf to determine how the superseded data were derived.
 GK0800
 GK0800_MARKER: 53 = ELEVATED TANK
 GK0800
 GK0800  HISTORY     - Date     Condition        Report By
 GK0800  HISTORY     - 1933     FIRST OBSERVED   CGS
 GK0800  HISTORY     - 1945     GOOD             CGS
 GK0800  HISTORY     - 1959     GOOD             CGS
 GK0800  HISTORY     - 1965     GOOD             CGS
 GK0800  HISTORY     - 1966     GOOD             USGS
 GK0800
 GK0800                          STATION DESCRIPTION
 GK0800
 GK0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WB)
 GK0800'AN INTERSECTION STATION, LOCATED IN THE TOWN OF TYRONE, NEAR
 GK0800'CENTER THEREOF, AND APPROXIMATELY 300 FEET SOUTHEAST OF THE
 GK0800'RAILROAD.  IT IS AN ELEVATED SILVER TANK, 110 FEET HIGH, AND
 GK0800'IS THE ONLY TANK IN THAT VICINITY.
 GK0800
 GK0800                          STATION RECOVERY (1959)
 GK0800
 GK0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GK0800'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.B.
 GK0800'IN 1945.  THE DESCRIPTION IS ADEQUATE.
 GK0800
 GK0800                          STATION RECOVERY (1965)
 GK0800
 GK0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 GK0800'THE STATION WAS VERIFIED BY LOCAL INQUIRY AND IS IN GOOD CONDITION.
 GK0800'
 GK0800'THE STATION IS A SMALL TANK PAINTED SILVER WITH A CONICAL ROOF AND IS
 GK0800'THE ONLY SUCH TANK IN THE TOWN.  FROM DISTANT STATIONS IT MAY BE
 GK0800'CONFUSED WITH A SIMILAR TANK ERECTED RECENTLY AT A REFINERY ABOUT 2
 GK0800'MILES NORTHEAST OF TYRONE.
 GK0800
 GK0800                          STATION RECOVERY (1966)
 GK0800
 GK0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GK0800'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0451 ***********************************************************************
 FJ0451  DESIGNATION -  U
 FJ0451  PID         -  FJ0451
 FJ0451  STATE/COUNTY-  OK/GRADY
 FJ0451  COUNTRY     -  US
 FJ0451  USGS QUAD   -  MINCO (2018)
 FJ0451
 FJ0451                         *CURRENT SURVEY CONTROL
 FJ0451  ______________________________________________________________________
 FJ0451* NAD 83(1986) POSITION- 35 18 45.     (N) 097 56 36.     (W)   SCALED
 FJ0451* NAVD 88 ORTHO HEIGHT -   396.661 (meters)     1301.38  (feet) POSTED
 FJ0451  ______________________________________________________________________
 FJ0451  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 FJ0451  DYNAMIC HEIGHT  -        396.27  (meters)     1300.1   (feet) COMP
 FJ0451  MODELED GRAVITY -    979,624.4   (mgal)                       NAVD 88
 FJ0451
 FJ0451  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0451
 FJ0451.The horizontal coordinates were scaled from a map and have
 FJ0451.an estimated accuracy of +/- 6 seconds.
 FJ0451
 FJ0451.The orthometric height was determined by differential leveling
 FJ0451.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0451
 FJ0451.* This is a POSTED BENCH MARK height.
 FJ0451
 FJ0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0451.GEOID18 height accuracy estimate available here.
 FJ0451
 FJ0451.Click photographs - Photos may exist for this station.
 FJ0451
 FJ0451.The dynamic height is computed by dividing the NAVD 88
 FJ0451.geopotential number by the normal gravity value computed on the
 FJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0451.degrees latitude (g = 980.6199 gals.).
 FJ0451
 FJ0451.The modeled gravity was interpolated from observed gravity values.
 FJ0451
 FJ0451;                    North         East    Units  Estimated Accuracy
 FJ0451;SPC OK S     -   219,550.      605,150.      MT  (+/- 180 meters Scaled)
 FJ0451
 FJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE960082(NAD 83)
 FJ0451
 FJ0451                          SUPERSEDED SURVEY CONTROL
 FJ0451
 FJ0451  NGVD 29 (??/??/92)  396.504  (m)         1300.86   (f) ADJ UNCH    1 2
 FJ0451
 FJ0451.Superseded values are not recommended for survey control.
 FJ0451
 FJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0451.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0451
 FJ0451_MARKER: Q = CHISELED SQUARE
 FJ0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0451_SP_SET: WATER TABLE
 FJ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0451
 FJ0451  HISTORY     - Date     Condition        Report By
 FJ0451  HISTORY     - 1902     MONUMENTED       CGS
 FJ0451  HISTORY     - 1953     GOOD             CGS
 FJ0451  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0451
 FJ0451                          STATION DESCRIPTION
 FJ0451
 FJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0451'AT MINCO.
 FJ0451'AT MINCO, 1 1/2 BLOCKS WEST OF THE CHICAGO, ROCK ISLAND AND
 FJ0451'PACIFIC RAILROAD STATION, 3 FEET ABOVE THE SIDEWALK, IN THE
 FJ0451'TOP OF THE WEST END OF THE WATER TABLE OF THE NORTH WINDOW OF
 FJ0451'THE FIRST NATIONAL BANK BUILDING, ON THE SOUTH SIDE OF MAIN
 FJ0451'STREET.
 FJ0451
 FJ0451                          STATION RECOVERY (1986)
 FJ0451
 FJ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0209 ***********************************************************************
 GK0209  DESIGNATION -  U 10
 GK0209  PID         -  GK0209
 GK0209  STATE/COUNTY-  OK/BEAVER
 GK0209  COUNTRY     -  US
 GK0209  USGS QUAD   -  TURPIN WEST (2018)
 GK0209
 GK0209                         *CURRENT SURVEY CONTROL
 GK0209  ______________________________________________________________________
 GK0209* NAD 83(1986) POSITION- 36 46 33.     (N) 100 52 57.     (W)   SCALED
 GK0209* NAVD 88 ORTHO HEIGHT -   830.636 (meters)     2725.18  (feet) ADJUSTED
 GK0209  ______________________________________________________________________
 GK0209  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 GK0209  DYNAMIC HEIGHT  -        829.806 (meters)     2722.46  (feet) COMP
 GK0209  MODELED GRAVITY -    979,604.1   (mgal)                       NAVD 88
 GK0209
 GK0209  VERT ORDER      -  FIRST     CLASS II
 GK0209
 GK0209.The horizontal coordinates were scaled from a map and have
 GK0209.an estimated accuracy of +/- 6 seconds.
 GK0209
 GK0209.The orthometric height was determined by differential leveling and
 GK0209.adjusted by the NATIONAL GEODETIC SURVEY
 GK0209.in June 1991.
 GK0209
 GK0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0209.GEOID18 height accuracy estimate available here.
 GK0209
 GK0209.Click photographs - Photos may exist for this station.
 GK0209
 GK0209.The dynamic height is computed by dividing the NAVD 88
 GK0209.geopotential number by the normal gravity value computed on the
 GK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0209.degrees latitude (g = 980.6199 gals.).
 GK0209
 GK0209.The modeled gravity was interpolated from observed gravity values.
 GK0209
 GK0209;                    North         East    Units  Estimated Accuracy
 GK0209;SPC OK N     -   200,860.      342,710.      MT  (+/- 180 meters Scaled)
 GK0209
 GK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF320716(NAD 83)
 GK0209
 GK0209                          SUPERSEDED SURVEY CONTROL
 GK0209
 GK0209  NGVD 29 (??/??/92)  830.271  (m)         2723.98   (f) ADJ UNCH    1 2
 GK0209
 GK0209.Superseded values are not recommended for survey control.
 GK0209
 GK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0209.See file dsdata.pdf to determine how the superseded data were derived.
 GK0209
 GK0209_MARKER: DB = BENCH MARK DISK
 GK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0209_STAMPING: U 10 1934
 GK0209_MARK LOGO: CGS
 GK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0209+STABILITY: SURFACE MOTION
 GK0209
 GK0209  HISTORY     - Date     Condition        Report By
 GK0209  HISTORY     - 1934     MONUMENTED       CGS
 GK0209  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0209
 GK0209                          STATION DESCRIPTION
 GK0209
 GK0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0209'21.5 MI S FROM LIBERAL, KS.
 GK0209'6.0 MILES SOUTH OF JUNCTION U.S. HIGHWAY 85 AND U.S. 64 0.3 MILE SOUTH
 GK0209'OF SMALL FARM HOUSE ON THE EAST SIDE OF THE HIGHWAY 33 FEET EAST OF
 GK0209'THE CENTERLINE OF U.S. HIGHWAY 83.  ONE FOOT WE OF THE SECTION LINE
 GK0209'FENCE CORNER.
 GK0209
 GK0209                          STATION RECOVERY (1965)
 GK0209
 GK0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0491 ***********************************************************************
 EK0491  DESIGNATION -  U 100
 EK0491  PID         -  EK0491
 EK0491  STATE/COUNTY-  OK/PUSHMATAHA
 EK0491  COUNTRY     -  US
 EK0491  USGS QUAD   -  SPENCERVILLE (2019)
 EK0491
 EK0491                         *CURRENT SURVEY CONTROL
 EK0491  ______________________________________________________________________
 EK0491* NAD 83(1986) POSITION- 34 14 31.     (N) 095 22 27.     (W)   SCALED
 EK0491* NAVD 88 ORTHO HEIGHT -   180.448 (meters)      592.02  (feet) ADJUSTED
 EK0491  ______________________________________________________________________
 EK0491  GEOID HEIGHT    -        -30.505 (meters)                     GEOID18
 EK0491  DYNAMIC HEIGHT  -        180.249 (meters)      591.37  (feet) COMP
 EK0491  MODELED GRAVITY -    979,532.9   (mgal)                       NAVD 88
 EK0491
 EK0491  VERT ORDER      -  SECOND    CLASS 0
 EK0491
 EK0491.The horizontal coordinates were scaled from a map and have
 EK0491.an estimated accuracy of +/- 6 seconds.
 EK0491
 EK0491.The orthometric height was determined by differential leveling and
 EK0491.adjusted by the NATIONAL GEODETIC SURVEY
 EK0491.in June 1991.
 EK0491
 EK0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0491.GEOID18 height accuracy estimate available here.
 EK0491
 EK0491.Click photographs - Photos may exist for this station.
 EK0491
 EK0491.The dynamic height is computed by dividing the NAVD 88
 EK0491.geopotential number by the normal gravity value computed on the
 EK0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0491.degrees latitude (g = 980.6199 gals.).
 EK0491
 EK0491.The modeled gravity was interpolated from observed gravity values.
 EK0491
 EK0491;                    North         East    Units  Estimated Accuracy
 EK0491;SPC OK S     -   103,930.      841,860.      MT  (+/- 180 meters Scaled)
 EK0491
 EK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT813915(NAD 83)
 EK0491
 EK0491                          SUPERSEDED SURVEY CONTROL
 EK0491
 EK0491  NGVD 29 (??/??/92)  180.369  (m)          591.76   (f) ADJ UNCH    2 0
 EK0491
 EK0491.Superseded values are not recommended for survey control.
 EK0491
 EK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0491.See file dsdata.pdf to determine how the superseded data were derived.
 EK0491
 EK0491_MARKER: DB = BENCH MARK DISK
 EK0491_SETTING: 66 = SET IN ROCK OUTCROP
 EK0491_STAMPING: U 100 1960
 EK0491_MARK LOGO: CGS
 EK0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0491+STABILITY: POSITION/ELEVATION WELL
 EK0491
 EK0491  HISTORY     - Date     Condition        Report By
 EK0491  HISTORY     - 1960     MONUMENTED       CGS
 EK0491
 EK0491                          STATION DESCRIPTION
 EK0491
 EK0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0491'4.2 MI NE FROM RATTAN.
 EK0491'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0491'OFFICE AT RATTAN, THENCE 3.7 MILES NORTHEAST ALONG A GRAVELED
 EK0491'ROAD, ABOUT 0.1 MILE SOUTH OF A FARM HOUSE, IN SECTION 1, R 18 E,
 EK0491'T 4 S, SET IN THE TOP OF A FLAT ROCK FLUSH WITH THE GROUND,
 EK0491'69 FEET WEST OF THE CENTER LINE OF THE ROAD, 41 FEET WEST OF A
 EK0491'FENCE, AND ABOUT 2 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0483 ***********************************************************************
 FK0483  DESIGNATION -  U 103
 FK0483  PID         -  FK0483
 FK0483  STATE/COUNTY-  OK/ROGER MILLS
 FK0483  COUNTRY     -  US
 FK0483  USGS QUAD   -  MACKIE (2018)
 FK0483
 FK0483                         *CURRENT SURVEY CONTROL
 FK0483  ______________________________________________________________________
 FK0483* NAD 83(1986) POSITION- 35 40 04.86   (N) 099 46 26.27   (W)   HD_HELD1
 FK0483* NAVD 88 ORTHO HEIGHT -   612.548 (meters)     2009.67  (feet) ADJUSTED
 FK0483  ______________________________________________________________________
 FK0483  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 FK0483  DYNAMIC HEIGHT  -        611.901 (meters)     2007.55  (feet) COMP
 FK0483  MODELED GRAVITY -    979,557.4   (mgal)                       NAVD 88
 FK0483
 FK0483  VERT ORDER      -  SECOND    CLASS 0
 FK0483
 FK0483.The horizontal coordinates were determined by differentially corrected
 FK0483.hand held GPS observations or other comparable positioning techniques
 FK0483.and have an estimated accuracy of +/- 3 meters.
 FK0483
 FK0483.The orthometric height was determined by differential leveling and
 FK0483.adjusted by the NATIONAL GEODETIC SURVEY
 FK0483.in June 1991.
 FK0483
 FK0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0483.GEOID18 height accuracy estimate available here.
 FK0483
 FK0483.Click photographs - Photos may exist for this station.
 FK0483
 FK0483.The dynamic height is computed by dividing the NAVD 88
 FK0483.geopotential number by the normal gravity value computed on the
 FK0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0483.degrees latitude (g = 980.6199 gals.).
 FK0483
 FK0483.The modeled gravity was interpolated from observed gravity values.
 FK0483
 FK0483;                    North         East    Units  Estimated Accuracy
 FK0483;SPC OK N     -    75,585.7     439,396.8     MT  (+/- 3 meters HH1 GPS) 
 FK0483
 FK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME2995247403(NAD 83)
 FK0483
 FK0483                          SUPERSEDED SURVEY CONTROL
 FK0483
 FK0483  NGVD 29 (??/??/92)  612.261  (m)         2008.73   (f) ADJ UNCH    2 0
 FK0483
 FK0483.Superseded values are not recommended for survey control.
 FK0483
 FK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0483.See file dsdata.pdf to determine how the superseded data were derived.
 FK0483
 FK0483_MARKER: DB = BENCH MARK DISK
 FK0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0483_STAMPING: U 103 1934
 FK0483_MARK LOGO: CGS
 FK0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0483+STABILITY: SURFACE MOTION
 FK0483
 FK0483  HISTORY     - Date     Condition        Report By
 FK0483  HISTORY     - 1934     MONUMENTED       CGS
 FK0483
 FK0483                          STATION DESCRIPTION
 FK0483
 FK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0483'8.4 MI NW FROM CHEYENNE.
 FK0483'8.4 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0483'0.4 MILE SOUTH OF MILEPOST 72, 72 FEET EAST OF NEAREST RAIL OF
 FK0483'PANHANDLE AND SANTA FE TRACK, 36 FEET SOUTH OF CENTER LINE OF
 FK0483'SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0465 ***********************************************************************
 FK0465  DESIGNATION -  U 104
 FK0465  PID         -  FK0465
 FK0465  STATE/COUNTY-  OK/ELLIS
 FK0465  COUNTRY     -  US
 FK0465  USGS QUAD   -  ROLL NW (2018)
 FK0465
 FK0465                         *CURRENT SURVEY CONTROL
 FK0465  ______________________________________________________________________
 FK0465* NAD 83(1986) POSITION- 35 53 05.     (N) 099 43 42.     (W)   SCALED
 FK0465* NAVD 88 ORTHO HEIGHT -   668.677 (meters)     2193.82  (feet) ADJUSTED
 FK0465  ______________________________________________________________________
 FK0465  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 FK0465  DYNAMIC HEIGHT  -        667.977 (meters)     2191.52  (feet) COMP
 FK0465  MODELED GRAVITY -    979,565.9   (mgal)                       NAVD 88
 FK0465
 FK0465  VERT ORDER      -  SECOND    CLASS 0
 FK0465
 FK0465.The horizontal coordinates were scaled from a map and have
 FK0465.an estimated accuracy of +/- 6 seconds.
 FK0465
 FK0465.The orthometric height was determined by differential leveling and
 FK0465.adjusted by the NATIONAL GEODETIC SURVEY
 FK0465.in June 1991.
 FK0465
 FK0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0465.GEOID18 height accuracy estimate available here.
 FK0465
 FK0465.Click photographs - Photos may exist for this station.
 FK0465
 FK0465.The dynamic height is computed by dividing the NAVD 88
 FK0465.geopotential number by the normal gravity value computed on the
 FK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0465.degrees latitude (g = 980.6199 gals.).
 FK0465
 FK0465.The modeled gravity was interpolated from observed gravity values.
 FK0465
 FK0465;                    North         East    Units  Estimated Accuracy
 FK0465;SPC OK N     -    99,550.      443,960.      MT  (+/- 180 meters Scaled)
 FK0465
 FK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME342714(NAD 83)
 FK0465
 FK0465                          SUPERSEDED SURVEY CONTROL
 FK0465
 FK0465  NGVD 29 (??/??/92)  668.376  (m)         2192.83   (f) ADJ UNCH    2 0
 FK0465
 FK0465.Superseded values are not recommended for survey control.
 FK0465
 FK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0465.See file dsdata.pdf to determine how the superseded data were derived.
 FK0465
 FK0465_MARKER: DB = BENCH MARK DISK
 FK0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0465_STAMPING: U 104 1934
 FK0465_MARK LOGO: CGS
 FK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0465+STABILITY: SURFACE MOTION
 FK0465
 FK0465  HISTORY     - Date     Condition        Report By
 FK0465  HISTORY     - 1934     MONUMENTED       CGS
 FK0465  HISTORY     - 1964     MARK NOT FOUND   USGS
 FK0465
 FK0465                          STATION DESCRIPTION
 FK0465
 FK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0465'18.5 MILES SOUTHEAST OF ELLIS CO., COURTHOUSE AT ARNETT 50 FEET
 FK0465'WEST OF CENTERLINE OF U.S. HIGHWAY 283.  ON CREST OF FIRST HILL
 FK0465'ABOUT ONE MILE NORTH OF NORTH END OF CANADIAN RIVER BRIDGE.
 FK0465
 FK0465                          STATION RECOVERY (1964)
 FK0465
 FK0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FK0465'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0356 ***********************************************************************
 GJ0356  DESIGNATION -  U 105
 GJ0356  PID         -  GJ0356
 GJ0356  STATE/COUNTY-  OK/ELLIS
 GJ0356  COUNTRY     -  US
 GJ0356  USGS QUAD   -  SHATTUCK (2018)
 GJ0356
 GJ0356                         *CURRENT SURVEY CONTROL
 GJ0356  ______________________________________________________________________
 GJ0356* NAD 83(1986) POSITION- 36 20 54.     (N) 099 58 58.     (W)   SCALED
 GJ0356* NAVD 88 ORTHO HEIGHT -   700.991 (meters)     2299.83  (feet) ADJUSTED
 GJ0356  ______________________________________________________________________
 GJ0356  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 GJ0356  DYNAMIC HEIGHT  -        700.285 (meters)     2297.52  (feet) COMP
 GJ0356  MODELED GRAVITY -    979,601.7   (mgal)                       NAVD 88
 GJ0356
 GJ0356  VERT ORDER      -  SECOND    CLASS 0
 GJ0356
 GJ0356.The horizontal coordinates were scaled from a map and have
 GJ0356.an estimated accuracy of +/- 6 seconds.
 GJ0356
 GJ0356.The orthometric height was determined by differential leveling and
 GJ0356.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0356.in June 1991.
 GJ0356
 GJ0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0356.GEOID18 height accuracy estimate available here.
 GJ0356
 GJ0356.Click photographs - Photos may exist for this station.
 GJ0356
 GJ0356.The dynamic height is computed by dividing the NAVD 88
 GJ0356.geopotential number by the normal gravity value computed on the
 GJ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0356.degrees latitude (g = 980.6199 gals.).
 GJ0356
 GJ0356.The modeled gravity was interpolated from observed gravity values.
 GJ0356
 GJ0356;                    North         East    Units  Estimated Accuracy
 GJ0356;SPC OK N     -   151,420.      422,040.      MT  (+/- 180 meters Scaled)
 GJ0356
 GJ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF118230(NAD 83)
 GJ0356
 GJ0356                          SUPERSEDED SURVEY CONTROL
 GJ0356
 GJ0356  NGVD 29 (??/??/92)  700.684  (m)         2298.83   (f) ADJ UNCH    2 0
 GJ0356
 GJ0356.Superseded values are not recommended for survey control.
 GJ0356
 GJ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0356.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0356
 GJ0356_MARKER: DB = BENCH MARK DISK
 GJ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0356_STAMPING: U 105 1934
 GJ0356_MARK LOGO: CGS
 GJ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0356+STABILITY: SURFACE MOTION
 GJ0356
 GJ0356  HISTORY     - Date     Condition        Report By
 GJ0356  HISTORY     - 1934     MONUMENTED       CGS
 GJ0356  HISTORY     - 1972     GOOD             NGS
 GJ0356  HISTORY     - 1972     GOOD             NGS
 GJ0356
 GJ0356                          STATION DESCRIPTION
 GJ0356
 GJ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GJ0356'8.3 MI NW FROM SHATTUCK.
 GJ0356'ABOUT 8.3 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILROAD
 GJ0356'THE STATION AT SHATTUCK, ELLIS COUNTY, 75 FEET SOUTHEAST OF THE
 GJ0356'TWELFTH POLE SOUTHEAST OF MILE POST 8, 42 FEET NORTH OF A SECTION
 GJ0356'LINE ROAD, AND 85 FEET SOUTHWEST OF THE NEAREST RAIL.  A STANDARD
 GJ0356'DISK, STAMPED U 105 1934 AND IN THE TOP OF A CONCRETE POST.
 GJ0356
 GJ0356                          STATION RECOVERY (1972)
 GJ0356
 GJ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GJ0356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0377 ***********************************************************************
 GJ0377  DESIGNATION -  U 106
 GJ0377  PID         -  GJ0377
 GJ0377  STATE/COUNTY-  OK/HARPER
 GJ0377  COUNTRY     -  US
 GJ0377  USGS QUAD   -  ROSSTON (2018)
 GJ0377
 GJ0377                         *CURRENT SURVEY CONTROL
 GJ0377  ______________________________________________________________________
 GJ0377* NAD 83(1986) POSITION- 36 48 05.     (N) 099 55 35.     (W)   SCALED
 GJ0377* NAVD 88 ORTHO HEIGHT -   648.572 (meters)     2127.86  (feet) ADJUSTED
 GJ0377  ______________________________________________________________________
 GJ0377  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 GJ0377  DYNAMIC HEIGHT  -        647.963 (meters)     2125.86  (feet) COMP
 GJ0377  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 GJ0377
 GJ0377  VERT ORDER      -  SECOND    CLASS 0
 GJ0377
 GJ0377.The horizontal coordinates were scaled from a map and have
 GJ0377.an estimated accuracy of +/- 6 seconds.
 GJ0377
 GJ0377.The orthometric height was determined by differential leveling and
 GJ0377.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0377.in June 1991.
 GJ0377
 GJ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0377.GEOID18 height accuracy estimate available here.
 GJ0377
 GJ0377.Click photographs - Photos may exist for this station.
 GJ0377
 GJ0377.The dynamic height is computed by dividing the NAVD 88
 GJ0377.geopotential number by the normal gravity value computed on the
 GJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0377.degrees latitude (g = 980.6199 gals.).
 GJ0377
 GJ0377.The modeled gravity was interpolated from observed gravity values.
 GJ0377
 GJ0377;                    North         East    Units  Estimated Accuracy
 GJ0377;SPC OK N     -   201,580.      428,090.      MT  (+/- 180 meters Scaled)
 GJ0377
 GJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF173732(NAD 83)
 GJ0377
 GJ0377                          SUPERSEDED SURVEY CONTROL
 GJ0377
 GJ0377  NGVD 29 (??/??/92)  648.289  (m)         2126.93   (f) ADJ UNCH    2 0
 GJ0377
 GJ0377.Superseded values are not recommended for survey control.
 GJ0377
 GJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0377.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0377
 GJ0377_MARKER: DB = BENCH MARK DISK
 GJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0377_STAMPING: U 106 1934
 GJ0377_MARK LOGO: CGS
 GJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0377+STABILITY: SURFACE MOTION
 GJ0377
 GJ0377  HISTORY     - Date     Condition        Report By
 GJ0377  HISTORY     - 1934     MONUMENTED       CGS
 GJ0377  HISTORY     - 1971     MARK NOT FOUND   NGS
 GJ0377
 GJ0377                          STATION DESCRIPTION
 GJ0377
 GJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0377'0.8 MI SE FROM ROSSTON.
 GJ0377'0.5 MILE SOUTHEAST OF MILE POLE 263.  40 FEET NORTHEAST OF NEAREST
 GJ0377'RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  30 FEET EAST
 GJ0377'OF CENTER LINE OF ROAD CROSSING TRACK.  NOTE-- MARK PROBABLY
 GJ0377'COVERED OVER BY DRIFTING SAND.
 GJ0377
 GJ0377                          STATION RECOVERY (1971)
 GJ0377
 GJ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GJ0377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0229 ***********************************************************************
 GK0229  DESIGNATION -  U 107
 GK0229  PID         -  GK0229
 GK0229  STATE/COUNTY-  OK/BEAVER
 GK0229  COUNTRY     -  US
 GK0229  USGS QUAD   -  FORGAN (2018)
 GK0229
 GK0229                         *CURRENT SURVEY CONTROL
 GK0229  ______________________________________________________________________
 GK0229* NAD 83(1986) POSITION- 36 53 01.     (N) 100 36 11.     (W)   SCALED
 GK0229* NAVD 88 ORTHO HEIGHT -   792.744 (meters)     2600.86  (feet) ADJUSTED
 GK0229  ______________________________________________________________________
 GK0229  GEOID HEIGHT    -        -27.206 (meters)                     GEOID18
 GK0229  DYNAMIC HEIGHT  -        791.974 (meters)     2598.33  (feet) COMP
 GK0229  MODELED GRAVITY -    979,634.5   (mgal)                       NAVD 88
 GK0229
 GK0229  VERT ORDER      -  SECOND    CLASS 0
 GK0229
 GK0229.The horizontal coordinates were scaled from a map and have
 GK0229.an estimated accuracy of +/- 6 seconds.
 GK0229
 GK0229.The orthometric height was determined by differential leveling and
 GK0229.adjusted by the NATIONAL GEODETIC SURVEY
 GK0229.in June 1991.
 GK0229
 GK0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0229.GEOID18 height accuracy estimate available here.
 GK0229
 GK0229.Click photographs - Photos may exist for this station.
 GK0229
 GK0229.The dynamic height is computed by dividing the NAVD 88
 GK0229.geopotential number by the normal gravity value computed on the
 GK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0229.degrees latitude (g = 980.6199 gals.).
 GK0229
 GK0229.The modeled gravity was interpolated from observed gravity values.
 GK0229
 GK0229;                    North         East    Units  Estimated Accuracy
 GK0229;SPC OK N     -   212,110.      367,970.      MT  (+/- 180 meters Scaled)
 GK0229
 GK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF571831(NAD 83)
 GK0229
 GK0229                          SUPERSEDED SURVEY CONTROL
 GK0229
 GK0229  NGVD 29 (??/??/92)  792.410  (m)         2599.77   (f) ADJ UNCH    2 0
 GK0229
 GK0229.Superseded values are not recommended for survey control.
 GK0229
 GK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0229.See file dsdata.pdf to determine how the superseded data were derived.
 GK0229
 GK0229_MARKER: DB = BENCH MARK DISK
 GK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0229_STAMPING: U 107 1934
 GK0229_MARK LOGO: CGS
 GK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0229+STABILITY: SURFACE MOTION
 GK0229
 GK0229  HISTORY     - Date     Condition        Report By
 GK0229  HISTORY     - 1934     MONUMENTED       CGS
 GK0229  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0229
 GK0229                          STATION DESCRIPTION
 GK0229
 GK0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0229'4.7 MI W FROM FORGAN.
 GK0229'4.7 MILES WEST OF FORGAN M.K.T.RR. STATION 80 FEET EAST OF ELEVENTH
 GK0229'POLE EAST OF MILE POLE 11.  45 FEET EAST OF CENTER LINE OF SECTION
 GK0229'LINE ROAD.  45 FEET NORTH OF THE NEAREST RAIL OF BEAVER MEADE AND
 GK0229'ENGLEWOOD RAILWAY TRACK.
 GK0229
 GK0229                          STATION RECOVERY (1973)
 GK0229
 GK0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0196 ***********************************************************************
 GJ0196  DESIGNATION -  U 108
 GJ0196  PID         -  GJ0196
 GJ0196  STATE/COUNTY-  OK/HARPER
 GJ0196  COUNTRY     -  US
 GJ0196  USGS QUAD   -  SELMAN (2018)
 GJ0196
 GJ0196                         *CURRENT SURVEY CONTROL
 GJ0196  ______________________________________________________________________
 GJ0196* NAD 83(1986) POSITION- 36 46 33.     (N) 099 25 20.     (W)   SCALED
 GJ0196* NAVD 88 ORTHO HEIGHT -   503.378 (meters)     1651.50  (feet) ADJUSTED
 GJ0196  ______________________________________________________________________
 GJ0196  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 GJ0196  DYNAMIC HEIGHT  -        502.912 (meters)     1649.97  (feet) COMP
 GJ0196  MODELED GRAVITY -    979,689.0   (mgal)                       NAVD 88
 GJ0196
 GJ0196  VERT ORDER      -  SECOND    CLASS 0
 GJ0196
 GJ0196.The horizontal coordinates were scaled from a map and have
 GJ0196.an estimated accuracy of +/- 6 seconds.
 GJ0196
 GJ0196.The orthometric height was determined by differential leveling and
 GJ0196.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0196.in June 1991.
 GJ0196
 GJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0196.GEOID18 height accuracy estimate available here.
 GJ0196
 GJ0196.Click photographs - Photos may exist for this station.
 GJ0196
 GJ0196.The dynamic height is computed by dividing the NAVD 88
 GJ0196.geopotential number by the normal gravity value computed on the
 GJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0196.degrees latitude (g = 980.6199 gals.).
 GJ0196
 GJ0196.The modeled gravity was interpolated from observed gravity values.
 GJ0196
 GJ0196;                    North         East    Units  Estimated Accuracy
 GJ0196;SPC OK N     -   197,970.      473,040.      MT  (+/- 180 meters Scaled)
 GJ0196
 GJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF623700(NAD 83)
 GJ0196
 GJ0196                          SUPERSEDED SURVEY CONTROL
 GJ0196
 GJ0196  NGVD 29 (??/??/92)  503.121  (m)         1650.66   (f) ADJ UNCH    2 0
 GJ0196
 GJ0196.Superseded values are not recommended for survey control.
 GJ0196
 GJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0196
 GJ0196_MARKER: DB = BENCH MARK DISK
 GJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0196_STAMPING: U 108 1934
 GJ0196_MARK LOGO: CGS
 GJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0196+STABILITY: SURFACE MOTION
 GJ0196
 GJ0196  HISTORY     - Date     Condition        Report By
 GJ0196  HISTORY     - 1934     MONUMENTED       CGS
 GJ0196  HISTORY     - 1967     MARK NOT FOUND
 GJ0196
 GJ0196                          STATION DESCRIPTION
 GJ0196
 GJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0196'4.5 MI SE FROM SELMAN.
 GJ0196'4.5 MILES SOUTHEAST OF A.T AND SF. RR. STATION AT SELMAN 0.25
 GJ0196'MILES WEST OF MILEPOST 39, 60 FEET EAST OF ATCHISON TOPEKA
 GJ0196'AND SANTA FE RAILROAD BRIDGE 39 C, 24 FEET NORTH OF NEAREST
 GJ0196'RAIL OF TRACK, 24 FEET SOUTHEAST OF GATE IN FENCE LINE IN
 GJ0196'FARM YARD, 18 FEET SOUTH OF FENCE CORNER.
 GJ0196
 GJ0196                          STATION RECOVERY (1967)
 GJ0196
 GJ0196'RECOVERED 1967
 GJ0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0213 ***********************************************************************
 GJ0213  DESIGNATION -  U 109
 GJ0213  PID         -  GJ0213
 GJ0213  STATE/COUNTY-  OK/WOODS
 GJ0213  COUNTRY     -  US
 GJ0213  USGS QUAD   -  EDITH (2018)
 GJ0213
 GJ0213                         *CURRENT SURVEY CONTROL
 GJ0213  ______________________________________________________________________
 GJ0213* NAD 83(1986) POSITION- 36 49 16.     (N) 099 08 12.     (W)   SCALED
 GJ0213* NAVD 88 ORTHO HEIGHT -   523.538 (meters)     1717.64  (feet) ADJUSTED
 GJ0213  ______________________________________________________________________
 GJ0213  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 GJ0213  DYNAMIC HEIGHT  -        523.061 (meters)     1716.08  (feet) COMP
 GJ0213  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 GJ0213
 GJ0213  VERT ORDER      -  SECOND    CLASS 0
 GJ0213
 GJ0213.The horizontal coordinates were scaled from a map and have
 GJ0213.an estimated accuracy of +/- 6 seconds.
 GJ0213
 GJ0213.The orthometric height was determined by differential leveling and
 GJ0213.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0213.in June 1991.
 GJ0213
 GJ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0213.GEOID18 height accuracy estimate available here.
 GJ0213
 GJ0213.Click photographs - Photos may exist for this station.
 GJ0213
 GJ0213.The dynamic height is computed by dividing the NAVD 88
 GJ0213.geopotential number by the normal gravity value computed on the
 GJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0213.degrees latitude (g = 980.6199 gals.).
 GJ0213
 GJ0213.The modeled gravity was interpolated from observed gravity values.
 GJ0213
 GJ0213;                    North         East    Units  Estimated Accuracy
 GJ0213;SPC OK N     -   202,660.      498,590.      MT  (+/- 180 meters Scaled)
 GJ0213
 GJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF878750(NAD 83)
 GJ0213
 GJ0213                          SUPERSEDED SURVEY CONTROL
 GJ0213
 GJ0213  NGVD 29 (??/??/92)  523.296  (m)         1716.85   (f) ADJ UNCH    2 0
 GJ0213
 GJ0213.Superseded values are not recommended for survey control.
 GJ0213
 GJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0213.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0213
 GJ0213_MARKER: DB = BENCH MARK DISK
 GJ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0213_STAMPING: U 109 1934
 GJ0213_MARK LOGO: CGS
 GJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0213+STABILITY: SURFACE MOTION
 GJ0213
 GJ0213  HISTORY     - Date     Condition        Report By
 GJ0213  HISTORY     - 1934     MONUMENTED       CGS
 GJ0213
 GJ0213                          STATION DESCRIPTION
 GJ0213
 GJ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0213'4.7 MI NW FROM FREEDOM.
 GJ0213'4.7 MILES NORTHWEST OF FREEDOM A.T.S.F.RR. STATION 450 FEET
 GJ0213'WEST OF KNOLL.  50 FEET NORTH OF CENTER-LINE OF U.S. HIGHWAY
 GJ0213'64 AND OKLAHOMA STATE HIGHWAY 50.  2 FEET SOUTH OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0153 ***********************************************************************
 GJ0153  DESIGNATION -  U 110
 GJ0153  PID         -  GJ0153
 GJ0153  STATE/COUNTY-  OK/WOODS
 GJ0153  COUNTRY     -  US
 GJ0153  USGS QUAD   -  CAPRON (2018)
 GJ0153
 GJ0153                         *CURRENT SURVEY CONTROL
 GJ0153  ______________________________________________________________________
 GJ0153* NAD 83(1986) POSITION- 36 53 45.     (N) 098 34 29.     (W)   SCALED
 GJ0153* NAVD 88 ORTHO HEIGHT -   393.654 (meters)     1291.51  (feet) ADJUSTED
 GJ0153  ______________________________________________________________________
 GJ0153  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 GJ0153  DYNAMIC HEIGHT  -        393.311 (meters)     1290.39  (feet) COMP
 GJ0153  MODELED GRAVITY -    979,747.8   (mgal)                       NAVD 88
 GJ0153
 GJ0153  VERT ORDER      -  SECOND    CLASS 0
 GJ0153
 GJ0153.The horizontal coordinates were scaled from a map and have
 GJ0153.an estimated accuracy of +/- 6 seconds.
 GJ0153
 GJ0153.The orthometric height was determined by differential leveling and
 GJ0153.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0153.in June 1991.
 GJ0153
 GJ0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0153.GEOID18 height accuracy estimate available here.
 GJ0153
 GJ0153.Click photographs - Photos may exist for this station.
 GJ0153
 GJ0153.The dynamic height is computed by dividing the NAVD 88
 GJ0153.geopotential number by the normal gravity value computed on the
 GJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0153.degrees latitude (g = 980.6199 gals.).
 GJ0153
 GJ0153.The modeled gravity was interpolated from observed gravity values.
 GJ0153
 GJ0153;                    North         East    Units  Estimated Accuracy
 GJ0153;SPC OK N     -   210,510.      548,770.      MT  (+/- 180 meters Scaled)
 GJ0153
 GJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF378834(NAD 83)
 GJ0153
 GJ0153                          SUPERSEDED SURVEY CONTROL
 GJ0153
 GJ0153  NGVD 29 (??/??/92)  393.468  (m)         1290.90   (f) ADJ UNCH    2 0
 GJ0153
 GJ0153.Superseded values are not recommended for survey control.
 GJ0153
 GJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0153.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0153
 GJ0153_MARKER: DB = BENCH MARK DISK
 GJ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0153_STAMPING: U 110 1934
 GJ0153_MARK LOGO: CGS
 GJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0153+STABILITY: SURFACE MOTION
 GJ0153
 GJ0153  HISTORY     - Date     Condition        Report By
 GJ0153  HISTORY     - 1934     MONUMENTED       CGS
 GJ0153
 GJ0153                          STATION DESCRIPTION
 GJ0153
 GJ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0153'AT CAPRON.
 GJ0153'AT CAPRON 168 FEET NORTHEAST OF ATCHISON TOPEKA AND SANTA FE
 GJ0153'STATION, 30 FEET WEST OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0002 ***********************************************************************
 GJ0002  DESIGNATION -  U 111
 GJ0002  PID         -  GJ0002
 GJ0002  STATE/COUNTY-  OK/ALFALFA
 GJ0002  COUNTRY     -  US
 GJ0002  USGS QUAD   -  CARMEN (2018)
 GJ0002
 GJ0002                         *CURRENT SURVEY CONTROL
 GJ0002  ______________________________________________________________________
 GJ0002* NAD 83(1986) POSITION- 36 31 15.     (N) 098 27 10.     (W)   SCALED
 GJ0002* NAVD 88 ORTHO HEIGHT -   396.142 (meters)     1299.68  (feet) ADJUSTED
 GJ0002  ______________________________________________________________________
 GJ0002  GEOID HEIGHT    -        -27.824 (meters)                     GEOID18
 GJ0002  DYNAMIC HEIGHT  -        395.790 (meters)     1298.52  (feet) COMP
 GJ0002  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GJ0002
 GJ0002  VERT ORDER      -  SECOND    CLASS 0
 GJ0002
 GJ0002.The horizontal coordinates were scaled from a map and have
 GJ0002.an estimated accuracy of +/- 6 seconds.
 GJ0002
 GJ0002.The orthometric height was determined by differential leveling and
 GJ0002.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0002.in June 1991.
 GJ0002
 GJ0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0002.GEOID18 height accuracy estimate available here.
 GJ0002
 GJ0002.Click photographs - Photos may exist for this station.
 GJ0002
 GJ0002.The dynamic height is computed by dividing the NAVD 88
 GJ0002.geopotential number by the normal gravity value computed on the
 GJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0002.degrees latitude (g = 980.6199 gals.).
 GJ0002
 GJ0002.The modeled gravity was interpolated from observed gravity values.
 GJ0002
 GJ0002;                    North         East    Units  Estimated Accuracy
 GJ0002;SPC OK N     -   168,840.      559,450.      MT  (+/- 180 meters Scaled)
 GJ0002
 GJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF489418(NAD 83)
 GJ0002
 GJ0002                          SUPERSEDED SURVEY CONTROL
 GJ0002
 GJ0002  NGVD 29 (??/??/92)  395.977  (m)         1299.13   (f) ADJ UNCH    2 0
 GJ0002
 GJ0002.Superseded values are not recommended for survey control.
 GJ0002
 GJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0002.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0002
 GJ0002_MARKER: DB = BENCH MARK DISK
 GJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0002_STAMPING: U 111 1935
 GJ0002_MARK LOGO: CGS
 GJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0002+STABILITY: SURFACE MOTION
 GJ0002
 GJ0002  HISTORY     - Date     Condition        Report By
 GJ0002  HISTORY     - 1935     MONUMENTED       CGS
 GJ0002
 GJ0002                          STATION DESCRIPTION
 GJ0002
 GJ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0002'0.9 MI N FROM ALINE.
 GJ0002'0.9 MILE NORTH OF A.T. AND SF. RR. STATION AT ALINE, 0.5 MILE
 GJ0002'SOUTH OF MILEPOST 318, 33 FEET EAST OF NEAREST RAIL OF ATCHISON
 GJ0002'TOPEKA AND SANTA FE TRACK, 25 FEET SOUTH OF CENTER LINE OF OLD
 GJ0002'SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0237 ***********************************************************************
 FK0237  DESIGNATION -  U 112
 FK0237  PID         -  FK0237
 FK0237  STATE/COUNTY-  OK/DEWEY
 FK0237  COUNTRY     -  US
 FK0237  USGS QUAD   -  OAKWOOD (2018)
 FK0237
 FK0237                         *CURRENT SURVEY CONTROL
 FK0237  ______________________________________________________________________
 FK0237* NAD 83(1986) POSITION- 35 53 54.     (N) 098 42 28.     (W)   SCALED
 FK0237* NAVD 88 ORTHO HEIGHT -   530.775 (meters)     1741.38  (feet) ADJUSTED
 FK0237  ______________________________________________________________________
 FK0237  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 FK0237  DYNAMIC HEIGHT  -        530.261 (meters)     1739.70  (feet) COMP
 FK0237  MODELED GRAVITY -    979,648.2   (mgal)                       NAVD 88
 FK0237
 FK0237  VERT ORDER      -  SECOND    CLASS 0
 FK0237
 FK0237.The horizontal coordinates were scaled from a map and have
 FK0237.an estimated accuracy of +/- 6 seconds.
 FK0237
 FK0237.The orthometric height was determined by differential leveling and
 FK0237.adjusted by the NATIONAL GEODETIC SURVEY
 FK0237.in June 1991.
 FK0237
 FK0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0237.GEOID18 height accuracy estimate available here.
 FK0237
 FK0237.Click photographs - Photos may exist for this station.
 FK0237
 FK0237.The dynamic height is computed by dividing the NAVD 88
 FK0237.geopotential number by the normal gravity value computed on the
 FK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0237.degrees latitude (g = 980.6199 gals.).
 FK0237
 FK0237.The modeled gravity was interpolated from observed gravity values.
 FK0237
 FK0237;                    North         East    Units  Estimated Accuracy
 FK0237;SPC OK N     -    99,910.      536,110.      MT  (+/- 180 meters Scaled)
 FK0237
 FK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE263727(NAD 83)
 FK0237
 FK0237                          SUPERSEDED SURVEY CONTROL
 FK0237
 FK0237  NGVD 29 (??/??/92)  530.556  (m)         1740.67   (f) ADJ UNCH    2 0
 FK0237
 FK0237.Superseded values are not recommended for survey control.
 FK0237
 FK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0237.See file dsdata.pdf to determine how the superseded data were derived.
 FK0237
 FK0237_MARKER: DB = BENCH MARK DISK
 FK0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0237_STAMPING: U 112 1935
 FK0237_MARK LOGO: CGS
 FK0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0237+STABILITY: SURFACE MOTION
 FK0237
 FK0237  HISTORY     - Date     Condition        Report By
 FK0237  HISTORY     - 1935     MONUMENTED       CGS
 FK0237
 FK0237                          STATION DESCRIPTION
 FK0237
 FK0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0237'2.3 MI S FROM OAKWOOD.
 FK0237'2.3 MILES SOUTH OF SANTA FE STATION AT OAKWOOD 105 FEET SOUTH OF
 FK0237'SEVENTH POLE SOUTHWEST OF MILE POLE 367 42 FEET WEST OF CENTER
 FK0237'LINE OF NORTH AND SOUTH SECTION LINE ROAD.  25 FEET EAST OF
 FK0237'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE RAILWAY TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0120 ***********************************************************************
 GJ0120  DESIGNATION -  U 113
 GJ0120  PID         -  GJ0120
 GJ0120  STATE/COUNTY-  OK/MAJOR
 GJ0120  COUNTRY     -  US
 GJ0120  USGS QUAD   -  GLASS MOUNTAINS SW (2018)
 GJ0120
 GJ0120                         *CURRENT SURVEY CONTROL
 GJ0120  ______________________________________________________________________
 GJ0120* NAD 83(1986) POSITION- 36 21 43.89   (N) 098 39 29.41   (W)   HD_HELD1
 GJ0120* NAVD 88 ORTHO HEIGHT -   411.485 (meters)     1350.01  (feet) ADJUSTED
 GJ0120  ______________________________________________________________________
 GJ0120  GEOID HEIGHT    -        -27.800 (meters)                     GEOID18
 GJ0120  DYNAMIC HEIGHT  -        411.110 (meters)     1348.78  (feet) COMP
 GJ0120  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 GJ0120
 GJ0120  VERT ORDER      -  SECOND    CLASS 0
 GJ0120
 GJ0120.The horizontal coordinates were determined by differentially corrected
 GJ0120.hand held GPS observations or other comparable positioning techniques
 GJ0120.and have an estimated accuracy of +/- 3 meters.
 GJ0120
 GJ0120.The orthometric height was determined by differential leveling and
 GJ0120.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0120.in June 1991.
 GJ0120
 GJ0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0120.GEOID18 height accuracy estimate available here.
 GJ0120
 GJ0120.Click photographs - Photos may exist for this station.
 GJ0120
 GJ0120.The dynamic height is computed by dividing the NAVD 88
 GJ0120.geopotential number by the normal gravity value computed on the
 GJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0120.degrees latitude (g = 980.6199 gals.).
 GJ0120
 GJ0120.The modeled gravity was interpolated from observed gravity values.
 GJ0120
 GJ0120;                    North         East    Units  Estimated Accuracy
 GJ0120;SPC OK N     -   151,340.3     540,932.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0120
 GJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3066624176(NAD 83)
 GJ0120
 GJ0120                          SUPERSEDED SURVEY CONTROL
 GJ0120
 GJ0120  NGVD 29 (??/??/92)  411.305  (m)         1349.42   (f) ADJ UNCH    2 0
 GJ0120
 GJ0120.Superseded values are not recommended for survey control.
 GJ0120
 GJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0120.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0120
 GJ0120_MARKER: DB = BENCH MARK DISK
 GJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0120_STAMPING: U 113 1935
 GJ0120_MARK LOGO: CGS
 GJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0120+STABILITY: SURFACE MOTION
 GJ0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0120+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 GJ0120
 GJ0120  HISTORY     - Date     Condition        Report By
 GJ0120  HISTORY     - 1935     MONUMENTED       CGS
 GJ0120  HISTORY     - 20090807 GOOD             GEOCAC
 GJ0120  HISTORY     - 20220622 GOOD             OKDOT
 GJ0120
 GJ0120                          STATION DESCRIPTION
 GJ0120
 GJ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0120'9.8 MI W FROM ORIENTA.
 GJ0120'9.8 MILES WEST OF SANTA FE STATION AT ORIENTA 45 FEET NORTH OF
 GJ0120'CENTER LINE OF PROPOSED ROAD, 40 FEET WEST OF CENTER LINE OF
 GJ0120'STATE HIGHWAY 15, WHERE HIGHWAY MAKES RIGHT ANGLE CURVE.
 GJ0120
 GJ0120                          STATION RECOVERY (2009)
 GJ0120
 GJ0120'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GJ0120'RECOVERED IN GOOD CONDITION.
 GJ0120
 GJ0120                          STATION RECOVERY (2022)
 GJ0120
 GJ0120'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (AG)
 GJ0120'ON THE NORTHWEST CORNER OF THE US412 AND NS244 INTERSECTION 2 FT (0.6
 GJ0120'M) NORTH OF A TRIANGULAR CONCRETE PILLAR THAT STANDS 2 FT (0.6 M)
 GJ0120'TALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0064 ***********************************************************************
 FK0064  DESIGNATION -  U 114
 FK0064  PID         -  FK0064
 FK0064  STATE/COUNTY-  OK/KINGFISHER
 FK0064  COUNTRY     -  US
 FK0064  USGS QUAD   -  OMEGA (2018)
 FK0064
 FK0064                         *CURRENT SURVEY CONTROL
 FK0064  ______________________________________________________________________
 FK0064* NAD 83(1986) POSITION- 35 50 28.31   (N) 098 11 22.70   (W)   HD_HELD1
 FK0064* NAVD 88 ORTHO HEIGHT -   366.271 (meters)     1201.67  (feet) ADJUSTED
 FK0064  ______________________________________________________________________
 FK0064  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 FK0064  DYNAMIC HEIGHT  -        365.934 (meters)     1200.57  (feet) COMP
 FK0064  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 FK0064
 FK0064  VERT ORDER      -  SECOND    CLASS 0
 FK0064
 FK0064.The horizontal coordinates were determined by differentially corrected
 FK0064.hand held GPS observations or other comparable positioning techniques
 FK0064.and have an estimated accuracy of +/- 3 meters.
 FK0064
 FK0064.The orthometric height was determined by differential leveling and
 FK0064.adjusted by the NATIONAL GEODETIC SURVEY
 FK0064.in June 1991.
 FK0064
 FK0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0064.GEOID18 height accuracy estimate available here.
 FK0064
 FK0064.Click photographs - Photos may exist for this station.
 FK0064
 FK0064.The dynamic height is computed by dividing the NAVD 88
 FK0064.geopotential number by the normal gravity value computed on the
 FK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0064.degrees latitude (g = 980.6199 gals.).
 FK0064
 FK0064.The modeled gravity was interpolated from observed gravity values.
 FK0064
 FK0064;                    North         East    Units  Estimated Accuracy
 FK0064;SPC OK N     -    93,349.7     582,867.9     MT  (+/- 3 meters HH1 GPS) 
 FK0064
 FK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7318266638(NAD 83)
 FK0064
 FK0064                          SUPERSEDED SURVEY CONTROL
 FK0064
 FK0064  NGVD 29 (??/??/92)  366.117  (m)         1201.17   (f) ADJ UNCH    2 0
 FK0064
 FK0064.Superseded values are not recommended for survey control.
 FK0064
 FK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0064.See file dsdata.pdf to determine how the superseded data were derived.
 FK0064
 FK0064_MARKER: DB = BENCH MARK DISK
 FK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0064_STAMPING: U 114 1935
 FK0064_MARK LOGO: CGS
 FK0064_PROJECTION: FLUSH
 FK0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0064+STABILITY: SURFACE MOTION
 FK0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0064+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2021
 FK0064
 FK0064  HISTORY     - Date     Condition        Report By
 FK0064  HISTORY     - 1935     MONUMENTED       CGS
 FK0064  HISTORY     - 19951115 GOOD             OKDOT
 FK0064  HISTORY     - 20210720 GOOD             OKDOT
 FK0064
 FK0064                          STATION DESCRIPTION
 FK0064
 FK0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0064'12.6 MI E FROM WATONGA.
 FK0064'12.6 MILES EAST OF ROCK ISLAND STATION AT WATONGA.  165 FEET
 FK0064'NORTHWEST OF NORTHWEST CORNER OF SNETHENVILLE SERVICE STATION,
 FK0064'60 FEET NORTH OF CENTER LINE OF HIGHWAY 33, 30 FEET WEST OF
 FK0064'CENTER LINE OF SECTION LINE ROAD.
 FK0064
 FK0064                          STATION RECOVERY (1995)
 FK0064
 FK0064'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0064'FROM THE JUNCTION OF US 281 AND STATE HIGHWAY 3 IN WATONGA, GO EAST ON
 FK0064'STATE HIGHWAY 3, 19.7 KM (12.25 MI) TO A CROSS ROAD AND THE
 FK0064'BLAINE/KINGFISHER COUNTY LINE.  CONTINUE EAST 1.6 KM (1.00 MI) TO A
 FK0064'CROSS ROAD AND THE STATION ON THE LEFT.  FROM THE JUNCTION OF US 81
 FK0064'AND STATE HIGHWAY 3 IN KINGFISHER, GO WEST ON STATE HIGHWAY 3 FOR 24.3
 FK0064'KM (15.10 MI) TO A CROSS ROAD AND THE STATION ON THE RIGHT. ACROSS THE
 FK0064'HIGHWAY FROM THE KINGFISHER CO-OP GRAIN ELEVATOR.  16.9 M (55.4 FT)
 FK0064'NORTH OF THE CENTER OF STATE HIGHWAY 3, 11.0 M (36.1 FT) WEST OF THE
 FK0064'CENTER OF A PAVED CROSS ROAD.  20.6 M (67.6 FT) SOUTH AND 3.1 M (10.2
 FK0064'FT) EAST OF THE SOUTHEAST CORNER OF A METAL BARN.  IN AN N-S FENCE 1.3
 FK0064'M (4.3 FT) NORTH OF A CORNER POST, MARK IS FLUSH WITH THE GROUND.
 FK0064
 FK0064                          STATION RECOVERY (2021)
 FK0064
 FK0064'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FK0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0374 ***********************************************************************
 GL0374  DESIGNATION -  U 12
 GL0374  PID         -  GL0374
 GL0374  STATE/COUNTY-  OK/CIMARRON
 GL0374  COUNTRY     -  US
 GL0374  USGS QUAD   -  KENTON SE (2018)
 GL0374
 GL0374                         *CURRENT SURVEY CONTROL
 GL0374  ______________________________________________________________________
 GL0374* NAD 83(1986) POSITION- 36 45 06.     (N) 102 48 17.     (W)   SCALED
 GL0374* NAVD 88 ORTHO HEIGHT -  1371.009 (meters)     4498.05  (feet) ADJUSTED
 GL0374  ______________________________________________________________________
 GL0374  GEOID HEIGHT    -        -23.011 (meters)                     GEOID18
 GL0374  DYNAMIC HEIGHT  -       1369.466 (meters)     4492.99  (feet) COMP
 GL0374  MODELED GRAVITY -    979,458.7   (mgal)                       NAVD 88
 GL0374
 GL0374  VERT ORDER      -  SECOND    CLASS 0
 GL0374
 GL0374.The horizontal coordinates were scaled from a map and have
 GL0374.an estimated accuracy of +/- 6 seconds.
 GL0374
 GL0374.The orthometric height was determined by differential leveling and
 GL0374.adjusted by the NATIONAL GEODETIC SURVEY
 GL0374.in June 1991.
 GL0374
 GL0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0374.GEOID18 height accuracy estimate available here.
 GL0374
 GL0374.Click photographs - Photos may exist for this station.
 GL0374
 GL0374.The dynamic height is computed by dividing the NAVD 88
 GL0374.geopotential number by the normal gravity value computed on the
 GL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0374.degrees latitude (g = 980.6199 gals.).
 GL0374
 GL0374.The modeled gravity was interpolated from observed gravity values.
 GL0374
 GL0374;                    North         East    Units  Estimated Accuracy
 GL0374;SPC OK N     -   204,970.      171,110.      MT  (+/- 180 meters Scaled)
 GL0374
 GL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA959695(NAD 83)
 GL0374
 GL0374                          SUPERSEDED SURVEY CONTROL
 GL0374
 GL0374.No superseded survey control is available for this station.
 GL0374
 GL0374_MARKER: DB = BENCH MARK DISK
 GL0374_SETTING: 66 = SET IN ROCK OUTCROP
 GL0374_STAMPING: U 12 1939
 GL0374_MARK LOGO: CGS
 GL0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0374+STABILITY: POSITION/ELEVATION WELL
 GL0374
 GL0374  HISTORY     - Date     Condition        Report By
 GL0374  HISTORY     - 1939     MONUMENTED       CGS
 GL0374
 GL0374                          STATION DESCRIPTION
 GL0374
 GL0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0374'7.3 MI NE FROM WHEELESS.
 GL0374'7.3 MILES NORTHEAST OF BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64. 16.5
 GL0374'FEET EAST OF CENTER-LINE OF HIGHWAY.  SET IN NORTHEAST WINGWALL OF
 GL0374'NORTH ABUTMENT OF A SANDSTONE HIGHWAY CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0355 ***********************************************************************
 GH0355  DESIGNATION -  U 130
 GH0355  PID         -  GH0355
 GH0355  STATE/COUNTY-  OK/NOBLE
 GH0355  COUNTRY     -  US
 GH0355  USGS QUAD   -  RED ROCK (2018)
 GH0355
 GH0355                         *CURRENT SURVEY CONTROL
 GH0355  ______________________________________________________________________
 GH0355* NAD 83(1986) POSITION- 36 27 59.     (N) 097 10 24.     (W)   SCALED
 GH0355* NAVD 88 ORTHO HEIGHT -   271.264 (meters)      889.97  (feet) ADJUSTED
 GH0355  ______________________________________________________________________
 GH0355  GEOID HEIGHT    -        -28.643 (meters)                     GEOID18
 GH0355  DYNAMIC HEIGHT  -        271.027 (meters)      889.19  (feet) COMP
 GH0355  MODELED GRAVITY -    979,751.3   (mgal)                       NAVD 88
 GH0355
 GH0355  VERT ORDER      -  SECOND    CLASS 0
 GH0355
 GH0355.The horizontal coordinates were scaled from a map and have
 GH0355.an estimated accuracy of +/- 6 seconds.
 GH0355
 GH0355.The orthometric height was determined by differential leveling and
 GH0355.adjusted by the NATIONAL GEODETIC SURVEY
 GH0355.in June 1991.
 GH0355
 GH0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0355.GEOID18 height accuracy estimate available here.
 GH0355
 GH0355.Click photographs - Photos may exist for this station.
 GH0355
 GH0355.The dynamic height is computed by dividing the NAVD 88
 GH0355.geopotential number by the normal gravity value computed on the
 GH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0355.degrees latitude (g = 980.6199 gals.).
 GH0355
 GH0355.The modeled gravity was interpolated from observed gravity values.
 GH0355
 GH0355;                    North         East    Units  Estimated Accuracy
 GH0355;SPC OK N     -   163,020.      674,090.      MT  (+/- 180 meters Scaled)
 GH0355
 GH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF636372(NAD 83)
 GH0355
 GH0355                          SUPERSEDED SURVEY CONTROL
 GH0355
 GH0355  NGVD 29 (??/??/92)  271.141  (m)          889.57   (f) ADJ UNCH    2 0
 GH0355
 GH0355.Superseded values are not recommended for survey control.
 GH0355
 GH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0355.See file dsdata.pdf to determine how the superseded data were derived.
 GH0355
 GH0355_MARKER: DB = BENCH MARK DISK
 GH0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0355_STAMPING: U 130 1934
 GH0355_MARK LOGO: CGS
 GH0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0355+STABILITY: SURFACE MOTION
 GH0355
 GH0355  HISTORY     - Date     Condition        Report By
 GH0355  HISTORY     - 1934     MONUMENTED       CGS
 GH0355
 GH0355                          STATION DESCRIPTION
 GH0355
 GH0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0355'AT RED ROCK.
 GH0355'IN THE TOWN OF, ALONG A.T. AND S.F.RY. FROM STATION.  AT RED
 GH0355'ROCK, NOBLE COUNTY, 93 FEET EAST OF THE NORTHEAST CORNER OF THE
 GH0355'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 0.2 MILE
 GH0355'NORTH OF MILEPOST 307, 73.6 FEET EAST OF THE CENTER LINE OF
 GH0355'THE MAIN TRACK, AND 3 FEET NORTH OF A POLE.  A STANDARD DISK,
 GH0355'STAMPED U 130 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0056 ***********************************************************************
 GH0056  DESIGNATION -  U 131
 GH0056  PID         -  GH0056
 GH0056  STATE/COUNTY-  OK/OSAGE
 GH0056  COUNTRY     -  US
 GH0056  USGS QUAD   -  BLUESTEM LAKE (2018)
 GH0056
 GH0056                         *CURRENT SURVEY CONTROL
 GH0056  ______________________________________________________________________
 GH0056* NAD 83(1986) POSITION- 36 40 00.     (N) 096 23 13.     (W)   SCALED
 GH0056* NAVD 88 ORTHO HEIGHT -   265.557 (meters)      871.25  (feet) ADJUSTED
 GH0056  ______________________________________________________________________
 GH0056  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 GH0056  DYNAMIC HEIGHT  -        265.339 (meters)      870.53  (feet) COMP
 GH0056  MODELED GRAVITY -    979,804.3   (mgal)                       NAVD 88
 GH0056
 GH0056  VERT ORDER      -  SECOND    CLASS 0
 GH0056
 GH0056.The horizontal coordinates were scaled from a map and have
 GH0056.an estimated accuracy of +/- 6 seconds.
 GH0056
 GH0056.The orthometric height was determined by differential leveling and
 GH0056.adjusted by the NATIONAL GEODETIC SURVEY
 GH0056.in June 1991.
 GH0056
 GH0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0056.GEOID18 height accuracy estimate available here.
 GH0056
 GH0056.Click photographs - Photos may exist for this station.
 GH0056
 GH0056.The dynamic height is computed by dividing the NAVD 88
 GH0056.geopotential number by the normal gravity value computed on the
 GH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0056.degrees latitude (g = 980.6199 gals.).
 GH0056
 GH0056.The modeled gravity was interpolated from observed gravity values.
 GH0056
 GH0056;                    North         East    Units  Estimated Accuracy
 GH0056;SPC OK N     -   186,120.      744,200.      MT  (+/- 180 meters Scaled)
 GH0056
 GH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF335610(NAD 83)
 GH0056
 GH0056                          SUPERSEDED SURVEY CONTROL
 GH0056
 GH0056  NGVD 29 (??/??/92)  265.444  (m)          870.88   (f) ADJ UNCH    2 0
 GH0056
 GH0056.Superseded values are not recommended for survey control.
 GH0056
 GH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0056.See file dsdata.pdf to determine how the superseded data were derived.
 GH0056
 GH0056_MARKER: DB = BENCH MARK DISK
 GH0056_SETTING: 66 = SET IN ROCK OUTCROP
 GH0056_STAMPING: U 131 1934
 GH0056_MARK LOGO: CGS
 GH0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0056+STABILITY: POSITION/ELEVATION WELL
 GH0056
 GH0056  HISTORY     - Date     Condition        Report By
 GH0056  HISTORY     - 1934     MONUMENTED       CGS
 GH0056
 GH0056                          STATION DESCRIPTION
 GH0056
 GH0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0056'3.3 MI W FROM PAWHUSKA.
 GH0056'3.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE FIRST NATIONAL
 GH0056'BANK BUILDING AT PAWHUSKA, OSAGE COUNTY, ON THE INSIDE OF A CURVE,
 GH0056'300 FEET NORTHEAST OF THE NORTHEAST END OF A STONE BRIDGE OVER
 GH0056'A DRAW, 100 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 GH0056'CULVERT, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IN
 GH0056'THE TOP OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED U 131
 GH0056'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0006 ***********************************************************************
 GH0006  DESIGNATION -  U 132
 GH0006  PID         -  GH0006
 GH0006  STATE/COUNTY-  OK/OSAGE
 GH0006  COUNTRY     -  US
 GH0006  USGS QUAD   -  PEARSONIA (2018)
 GH0006
 GH0006                         *CURRENT SURVEY CONTROL
 GH0006  ______________________________________________________________________
 GH0006* NAD 83(1986) POSITION- 36 45 46.     (N) 096 24 55.     (W)   SCALED
 GH0006* NAVD 88 ORTHO HEIGHT -   275.886 (meters)      905.14  (feet) ADJUSTED
 GH0006  ______________________________________________________________________
 GH0006  GEOID HEIGHT    -        -28.535 (meters)                     GEOID18
 GH0006  DYNAMIC HEIGHT  -        275.662 (meters)      904.40  (feet) COMP
 GH0006  MODELED GRAVITY -    979,809.7   (mgal)                       NAVD 88
 GH0006
 GH0006  VERT ORDER      -  SECOND    CLASS 0
 GH0006
 GH0006.The horizontal coordinates were scaled from a map and have
 GH0006.an estimated accuracy of +/- 6 seconds.
 GH0006
 GH0006.The orthometric height was determined by differential leveling and
 GH0006.adjusted by the NATIONAL GEODETIC SURVEY
 GH0006.in June 1991.
 GH0006
 GH0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0006.GEOID18 height accuracy estimate available here.
 GH0006
 GH0006.Click photographs - Photos may exist for this station.
 GH0006
 GH0006.The dynamic height is computed by dividing the NAVD 88
 GH0006.geopotential number by the normal gravity value computed on the
 GH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0006.degrees latitude (g = 980.6199 gals.).
 GH0006
 GH0006.The modeled gravity was interpolated from observed gravity values.
 GH0006
 GH0006;                    North         East    Units  Estimated Accuracy
 GH0006;SPC OK N     -   196,750.      741,490.      MT  (+/- 180 meters Scaled)
 GH0006
 GH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF307716(NAD 83)
 GH0006
 GH0006                          SUPERSEDED SURVEY CONTROL
 GH0006
 GH0006  NGVD 29 (??/??/92)  275.771  (m)          904.76   (f) ADJ UNCH    2 0
 GH0006
 GH0006.Superseded values are not recommended for survey control.
 GH0006
 GH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0006.See file dsdata.pdf to determine how the superseded data were derived.
 GH0006
 GH0006_MARKER: DB = BENCH MARK DISK
 GH0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0006_SP_SET: CULVERT RETAINING WALL
 GH0006_STAMPING: U 132 1934
 GH0006_MARK LOGO: CGS
 GH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0006+STABILITY: SURFACE MOTION
 GH0006
 GH0006  HISTORY     - Date     Condition        Report By
 GH0006  HISTORY     - 1934     MONUMENTED       CGS
 GH0006
 GH0006                          STATION DESCRIPTION
 GH0006
 GH0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0006'9.4 MI NW FROM PAWHUSKA.
 GH0006'9.4 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0006'STATION AT PAWHUSKA, OSAGE COUNTY, 340 FEET SOUTHWEST OF MILEPOST
 GH0006'210, AT THE MIDDLE OF A CURVE, AT A CONCRETE CULVERT, IN THE TOP
 GH0006'OF THE WEST END OF THE RETAINING WALL, AND 9.4 FEET NORTH OF
 GH0006'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED U 132
 GH0006'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0112 ***********************************************************************
 GH0112  DESIGNATION -  U 133
 GH0112  PID         -  GH0112
 GH0112  STATE/COUNTY-  OK/OSAGE
 GH0112  COUNTRY     -  US
 GH0112  USGS QUAD   -  AVANT (2018)
 GH0112
 GH0112                         *CURRENT SURVEY CONTROL
 GH0112  ______________________________________________________________________
 GH0112* NAD 83(1986) POSITION- 36 27 13.     (N) 096 00 58.     (W)   SCALED
 GH0112* NAVD 88 ORTHO HEIGHT -   199.763 (meters)      655.39  (feet) ADJUSTED
 GH0112  ______________________________________________________________________
 GH0112  GEOID HEIGHT    -        -28.764 (meters)                     GEOID18
 GH0112  DYNAMIC HEIGHT  -        199.595 (meters)      654.84  (feet) COMP
 GH0112  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0112
 GH0112  VERT ORDER      -  SECOND    CLASS 0
 GH0112
 GH0112.The horizontal coordinates were scaled from a map and have
 GH0112.an estimated accuracy of +/- 6 seconds.
 GH0112
 GH0112.The orthometric height was determined by differential leveling and
 GH0112.adjusted by the NATIONAL GEODETIC SURVEY
 GH0112.in June 1991.
 GH0112
 GH0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0112.GEOID18 height accuracy estimate available here.
 GH0112
 GH0112.Click photographs - Photos may exist for this station.
 GH0112
 GH0112.The dynamic height is computed by dividing the NAVD 88
 GH0112.geopotential number by the normal gravity value computed on the
 GH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0112.degrees latitude (g = 980.6199 gals.).
 GH0112
 GH0112.The modeled gravity was interpolated from observed gravity values.
 GH0112
 GH0112;                    North         East    Units  Estimated Accuracy
 GH0112;SPC OK N     -   163,100.      777,830.      MT  (+/- 180 meters Scaled)
 GH0112
 GH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF674384(NAD 83)
 GH0112
 GH0112                          SUPERSEDED SURVEY CONTROL
 GH0112
 GH0112  NGVD 29 (??/??/92)  199.650  (m)          655.02   (f) ADJ UNCH    2 0
 GH0112
 GH0112.Superseded values are not recommended for survey control.
 GH0112
 GH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0112.See file dsdata.pdf to determine how the superseded data were derived.
 GH0112
 GH0112_MARKER: DB = BENCH MARK DISK
 GH0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0112_STAMPING: U 133 1934
 GH0112_MARK LOGO: CGS
 GH0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0112+STABILITY: SURFACE MOTION
 GH0112
 GH0112  HISTORY     - Date     Condition        Report By
 GH0112  HISTORY     - 1934     MONUMENTED       CGS
 GH0112
 GH0112                          STATION DESCRIPTION
 GH0112
 GH0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0112'3.6 MI SE FROM AVANT.
 GH0112'3.6 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0112'THE STATION AT AVANT, OSAGE COUNTY, 500 FEET WEST OF MILEPOST
 GH0112'173, AT THE MIDDLE OF A CURVE, AT A CONCRETE CULVERT, IN THE
 GH0112'TOP OF THE CONCRETE RETAINING WALL, 0.8 FOOT WEST OF THE EAST
 GH0112'END, 25 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 GH0112'15 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 133
 GH0112'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0276 ***********************************************************************
 GG0276  DESIGNATION -  U 134
 GG0276  PID         -  GG0276
 GG0276  STATE/COUNTY-  OK/CRAIG
 GG0276  COUNTRY     -  US
 GG0276  USGS QUAD   -  VINITA (2019)
 GG0276
 GG0276                         *CURRENT SURVEY CONTROL
 GG0276  ______________________________________________________________________
 GG0276* NAD 83(1986) POSITION- 36 39 21.     (N) 095 12 56.     (W)   SCALED
 GG0276* NAVD 88 ORTHO HEIGHT -   212.639 (meters)      697.63  (feet) ADJUSTED
 GG0276  ______________________________________________________________________
 GG0276  GEOID HEIGHT    -        -29.346 (meters)                     GEOID18
 GG0276  DYNAMIC HEIGHT  -        212.462 (meters)      697.05  (feet) COMP
 GG0276  MODELED GRAVITY -    979,793.1   (mgal)                       NAVD 88
 GG0276
 GG0276  VERT ORDER      -  SECOND    CLASS 0
 GG0276
 GG0276.The horizontal coordinates were scaled from a map and have
 GG0276.an estimated accuracy of +/- 6 seconds.
 GG0276
 GG0276.The orthometric height was determined by differential leveling and
 GG0276.adjusted by the NATIONAL GEODETIC SURVEY
 GG0276.in June 1991.
 GG0276
 GG0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0276.GEOID18 height accuracy estimate available here.
 GG0276
 GG0276.Click photographs - Photos may exist for this station.
 GG0276
 GG0276.The dynamic height is computed by dividing the NAVD 88
 GG0276.geopotential number by the normal gravity value computed on the
 GG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0276.degrees latitude (g = 980.6199 gals.).
 GG0276
 GG0276.The modeled gravity was interpolated from observed gravity values.
 GG0276
 GG0276;                    North         East    Units  Estimated Accuracy
 GG0276;SPC OK N     -   187,290.      848,920.      MT  (+/- 180 meters Scaled)
 GG0276
 GG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA019589(NAD 83)
 GG0276
 GG0276                          SUPERSEDED SURVEY CONTROL
 GG0276
 GG0276  NGVD 29 (??/??/92)  212.523  (m)          697.25   (f) ADJ UNCH    2 0
 GG0276
 GG0276.Superseded values are not recommended for survey control.
 GG0276
 GG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0276.See file dsdata.pdf to determine how the superseded data were derived.
 GG0276
 GG0276_MARKER: DB = BENCH MARK DISK
 GG0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0276_STAMPING: U 134 1934
 GG0276_MARK LOGO: CGS
 GG0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0276+STABILITY: SURFACE MOTION
 GG0276
 GG0276  HISTORY     - Date     Condition        Report By
 GG0276  HISTORY     - 1934     MONUMENTED       CGS
 GG0276
 GG0276                          STATION DESCRIPTION
 GG0276
 GG0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0276'5.4 MI W FROM VINITA.
 GG0276'5.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE MISSOUR-KANSAS-TEXAS
 GG0276'RAILROAD STATION AT VINITA, CRAIG COUNTY, 27 FEET NORTH OF THE
 GG0276'CENTERLINE OF AN EAST-AND-WEST DIRT CROSSROAD, ON THE OUTSIDE
 GG0276'OF A CURVE, 15.6 FEET WEST OF THE WEST END OF A CONCRETE BOX
 GG0276'CULVERT, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GG0276'3.8 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE.  A
 GG0276'STANDARD DISK, STAMPED U 134 1934 AND SET IN THE TOP OF A
 GG0276'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0266 ***********************************************************************
 GG0266  DESIGNATION -  U 135
 GG0266  PID         -  GG0266
 GG0266  STATE/COUNTY-  OK/NOWATA
 GG0266  COUNTRY     -  US
 GG0266  USGS QUAD   -  CHELSEA NW (2019)
 GG0266
 GG0266                         *CURRENT SURVEY CONTROL
 GG0266  ______________________________________________________________________
 GG0266* NAD 83(1986) POSITION- 36 41 56.     (N) 095 28 22.     (W)   SCALED
 GG0266* NAVD 88 ORTHO HEIGHT -   211.572 (meters)      694.13  (feet) ADJUSTED
 GG0266  ______________________________________________________________________
 GG0266  GEOID HEIGHT    -        -29.398 (meters)                     GEOID18
 GG0266  DYNAMIC HEIGHT  -        211.397 (meters)      693.56  (feet) COMP
 GG0266  MODELED GRAVITY -    979,798.8   (mgal)                       NAVD 88
 GG0266
 GG0266  VERT ORDER      -  SECOND    CLASS 0
 GG0266
 GG0266.The horizontal coordinates were scaled from a map and have
 GG0266.an estimated accuracy of +/- 6 seconds.
 GG0266
 GG0266.The orthometric height was determined by differential leveling and
 GG0266.adjusted by the NATIONAL GEODETIC SURVEY
 GG0266.in June 1991.
 GG0266
 GG0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0266.GEOID18 height accuracy estimate available here.
 GG0266
 GG0266.Click photographs - Photos may exist for this station.
 GG0266
 GG0266.The dynamic height is computed by dividing the NAVD 88
 GG0266.geopotential number by the normal gravity value computed on the
 GG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0266.degrees latitude (g = 980.6199 gals.).
 GG0266
 GG0266.The modeled gravity was interpolated from observed gravity values.
 GG0266
 GG0266;                    North         East    Units  Estimated Accuracy
 GG0266;SPC OK N     -   191,440.      825,810.      MT  (+/- 180 meters Scaled)
 GG0266
 GG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA790643(NAD 83)
 GG0266
 GG0266                          SUPERSEDED SURVEY CONTROL
 GG0266
 GG0266  NGVD 29 (??/??/92)  211.449  (m)          693.73   (f) ADJ UNCH    2 0
 GG0266
 GG0266.Superseded values are not recommended for survey control.
 GG0266
 GG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0266.See file dsdata.pdf to determine how the superseded data were derived.
 GG0266
 GG0266_MARKER: DB = BENCH MARK DISK
 GG0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0266_SP_SET: BRIDGE
 GG0266_STAMPING: U 135 1934
 GG0266_MARK LOGO: CGS
 GG0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0266
 GG0266  HISTORY     - Date     Condition        Report By
 GG0266  HISTORY     - 1934     MONUMENTED       CGS
 GG0266
 GG0266                          STATION DESCRIPTION
 GG0266
 GG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0266'9.8 MI E FROM NOWATA.
 GG0266'9.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE MISSOURI PACIFIC
 GG0266'RAILROAD STATION AT NOWATA, NOWATA COUNTY, 3.8 MILES EAST OF
 GG0266'THE JUNCTION OF STATE HIGHWAY 28, 0.3 MILE WEST OF A
 GG0266'NORTH-AND-SOUTH DIRT-ROAD CROSSING, AT THE CONCRETE BRIDGE OVER
 GG0266'ELKS LAKE, IN THE TOP OF THE RETAINING WALL, AND 12.8 FEET
 GG0266'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GG0266'STAMPED U 135 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0083 ***********************************************************************
 GH0083  DESIGNATION -  U 136
 GH0083  PID         -  GH0083
 GH0083  STATE/COUNTY-  OK/PAWNEE
 GH0083  COUNTRY     -  US
 GH0083  USGS QUAD   -  CLEVELAND (2018)
 GH0083
 GH0083                         *CURRENT SURVEY CONTROL
 GH0083  ______________________________________________________________________
 GH0083* NAD 83(1986) POSITION- 36 18 03.     (N) 096 27 49.     (W)   SCALED
 GH0083* NAVD 88 ORTHO HEIGHT -   226.824 (meters)      744.17  (feet) ADJUSTED
 GH0083  ______________________________________________________________________
 GH0083  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 GH0083  DYNAMIC HEIGHT  -        226.630 (meters)      743.54  (feet) COMP
 GH0083  MODELED GRAVITY -    979,771.2   (mgal)                       NAVD 88
 GH0083
 GH0083  VERT ORDER      -  SECOND    CLASS 0
 GH0083
 GH0083.The horizontal coordinates were scaled from a map and have
 GH0083.an estimated accuracy of +/- 6 seconds.
 GH0083
 GH0083.The orthometric height was determined by differential leveling and
 GH0083.adjusted by the NATIONAL GEODETIC SURVEY
 GH0083.in June 1991.
 GH0083
 GH0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0083.GEOID18 height accuracy estimate available here.
 GH0083
 GH0083.Click photographs - Photos may exist for this station.
 GH0083
 GH0083.The dynamic height is computed by dividing the NAVD 88
 GH0083.geopotential number by the normal gravity value computed on the
 GH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0083.degrees latitude (g = 980.6199 gals.).
 GH0083
 GH0083.The modeled gravity was interpolated from observed gravity values.
 GH0083
 GH0083;                    North         East    Units  Estimated Accuracy
 GH0083;SPC OK N     -   145,420.      737,990.      MT  (+/- 180 meters Scaled)
 GH0083
 GH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF277203(NAD 83)
 GH0083
 GH0083                          SUPERSEDED SURVEY CONTROL
 GH0083
 GH0083  NGVD 29 (??/??/92)  226.724  (m)          743.84   (f) ADJ UNCH    2 0
 GH0083
 GH0083.Superseded values are not recommended for survey control.
 GH0083
 GH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0083.See file dsdata.pdf to determine how the superseded data were derived.
 GH0083
 GH0083_MARKER: DB = BENCH MARK DISK
 GH0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0083_SP_SET: BUILDING
 GH0083_STAMPING: U 136 1934
 GH0083_MARK LOGO: CGS
 GH0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0083
 GH0083  HISTORY     - Date     Condition        Report By
 GH0083  HISTORY     - 1934     MONUMENTED       CGS
 GH0083
 GH0083                          STATION DESCRIPTION
 GH0083
 GH0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0083'AT CLEVELAND.
 GH0083'AT CLEVELAND, PAWNEE COUNTY, AT THE MISSOURI-KANSAS-TEXAS
 GH0083'RAILROAD STATION, IN THE FACE OF THE SOUTH BRICK WALL, 27.4
 GH0083'FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, 2.8 FEET
 GH0083'EAST OF THE SOUTHWEST CORNER OF THE STATION AND ABOUT 4.2 FEET
 GH0083'HIGHER THAN THE BRICK PLATFORM.  A STANDARD DISK, STAMPED U
 GH0083'136 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0084 ***********************************************************************
 GH0084  DESIGNATION -  U 136 RESET
 GH0084  PID         -  GH0084
 GH0084  STATE/COUNTY-  OK/PAWNEE
 GH0084  COUNTRY     -  US
 GH0084  USGS QUAD   -  CLEVELAND (2018)
 GH0084
 GH0084                         *CURRENT SURVEY CONTROL
 GH0084  ______________________________________________________________________
 GH0084* NAD 83(1986) POSITION- 36 18 03.     (N) 096 27 49.     (W)   SCALED
 GH0084* NAVD 88 ORTHO HEIGHT -   229.26  (+/-2cm)      752.2   (feet) VERTCON3
 GH0084  ______________________________________________________________________
 GH0084  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 GH0084  VERT ORDER      -  THIRD (See Below)
 GH0084
 GH0084.The horizontal coordinates were scaled from a map and have
 GH0084.an estimated accuracy of +/- 6 seconds.
 GH0084
 GH0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0084
 GH0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0084.GEOID18 height accuracy estimate available here.
 GH0084
 GH0084.The vertical order pertains to the NGVD 29 superseded value.
 GH0084
 GH0084.Click photographs - Photos may exist for this station.
 GH0084
 GH0084;                    North         East    Units  Estimated Accuracy
 GH0084;SPC OK N     -   145,420.      737,990.      MT  (+/- 180 meters Scaled)
 GH0084
 GH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF277203(NAD 83)
 GH0084
 GH0084                          SUPERSEDED SURVEY CONTROL
 GH0084
 GH0084  NGVD 29 (??/??/??)  229.16   (m)          751.8    (f) RESET       3  
 GH0084
 GH0084.Superseded values are not recommended for survey control.
 GH0084
 GH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0084.See file dsdata.pdf to determine how the superseded data were derived.
 GH0084
 GH0084_MARKER: DB = BENCH MARK DISK
 GH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0084_STAMPING: U 136 RESET 1961
 GH0084_MARK LOGO: CGS
 GH0084_PROJECTION: PROJECTING 3 CENTIMETERS
 GH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0084+STABILITY: SURFACE MOTION
 GH0084
 GH0084  HISTORY     - Date     Condition        Report By
 GH0084  HISTORY     - 1961     MONUMENTED       CGS
 GH0084
 GH0084                          STATION DESCRIPTION
 GH0084
 GH0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 GH0084'AT CLEVELAND.
 GH0084'THIS MARK IS LOCATED AT CLEVELAND, SOUTH OF THE MAIN BUSINESS
 GH0084'DISTRICT, ON THE WEST SIDE OF PROPOSED U.S. HIGHWAY 64, 87.5
 GH0084'FEET SOUTH OF THE SOUTH SIDE OF THE BARLOW FORD GARAGE, 12
 GH0084'FEET WEST OF THE WEST RIGHT OF WAY OF THE NEW PROPOSED HIGHWAY
 GH0084'AND 1.5 FEET NORTH OF A CONCRETE RETAINING WALL ALONG THE
 GH0084'SOUTH SIDE OF THE LOT TO SOUTH OF THE FORD GARAGE AND SET IN THE
 GH0084'TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCHES ABOVE THE
 GH0084'SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0445 ***********************************************************************
 GG0445  DESIGNATION -  U 137
 GG0445  PID         -  GG0445
 GG0445  STATE/COUNTY-  OK/WAGONER
 GG0445  COUNTRY     -  US
 GG0445  USGS QUAD   -  ONETA (2019)
 GG0445
 GG0445                         *CURRENT SURVEY CONTROL
 GG0445  ______________________________________________________________________
 GG0445* NAD 83(1986) POSITION- 36 01 28.     (N) 095 43 32.     (W)   SCALED
 GG0445* NAVD 88 ORTHO HEIGHT -   213.395 (meters)      700.11  (feet) ADJUSTED
 GG0445  ______________________________________________________________________
 GG0445  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 GG0445  DYNAMIC HEIGHT  -        213.206 (meters)      699.49  (feet) COMP
 GG0445  MODELED GRAVITY -    979,744.7   (mgal)                       NAVD 88
 GG0445
 GG0445  VERT ORDER      -  SECOND    CLASS 0
 GG0445
 GG0445.The horizontal coordinates were scaled from a map and have
 GG0445.an estimated accuracy of +/- 6 seconds.
 GG0445
 GG0445.The orthometric height was determined by differential leveling and
 GG0445.adjusted by the NATIONAL GEODETIC SURVEY
 GG0445.in June 1991.
 GG0445
 GG0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0445.GEOID18 height accuracy estimate available here.
 GG0445
 GG0445.Click photographs - Photos may exist for this station.
 GG0445
 GG0445.The dynamic height is computed by dividing the NAVD 88
 GG0445.geopotential number by the normal gravity value computed on the
 GG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0445.degrees latitude (g = 980.6199 gals.).
 GG0445
 GG0445.The modeled gravity was interpolated from observed gravity values.
 GG0445
 GG0445;                    North         East    Units  Estimated Accuracy
 GG0445;SPC OK N     -   116,070.      804,980.      MT  (+/- 180 meters Scaled)
 GG0445
 GG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV543900(NAD 83)
 GG0445
 GG0445                          SUPERSEDED SURVEY CONTROL
 GG0445
 GG0445  NGVD 29 (??/??/92)  213.276  (m)          699.72   (f) ADJ UNCH    2 0
 GG0445
 GG0445.Superseded values are not recommended for survey control.
 GG0445
 GG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0445.See file dsdata.pdf to determine how the superseded data were derived.
 GG0445
 GG0445_MARKER: DB = BENCH MARK DISK
 GG0445_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0445_STAMPING: U 137 1934
 GG0445_MARK LOGO: CGS
 GG0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0445
 GG0445  HISTORY     - Date     Condition        Report By
 GG0445  HISTORY     - 1934     MONUMENTED       CGS
 GG0445  HISTORY     - 1960     GOOD             CGS
 GG0445
 GG0445                          STATION DESCRIPTION
 GG0445
 GG0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0445'1.1 MI NW FROM ONETA.
 GG0445'ABOUT 900 FEET NORTH OF M.P. 296, 60 FEET EAST OF CENTERLINE
 GG0445'OF NORTH-SOUTH DIRT ROAD CROSSING, 48.3 FEET NORTH OF CENTERLINE
 GG0445'OF MISSOURI, KANSAS, TEXAS R.R., 27 FEET EAST OF 5TH TELEGRAPH
 GG0445'POLE NORTHWEST OF M.P. 296.  TABLET SET IN PRECAST CONCRETE
 GG0445'POST.
 GG0445
 GG0445                          STATION RECOVERY (1960)
 GG0445
 GG0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0529 ***********************************************************************
 FH0529  DESIGNATION -  U 139
 FH0529  PID         -  FH0529
 FH0529  STATE/COUNTY-  OK/MUSKOGEE
 FH0529  COUNTRY     -  US
 FH0529  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0529
 FH0529                         *CURRENT SURVEY CONTROL
 FH0529  ______________________________________________________________________
 FH0529* NAD 83(1986) POSITION- 35 44 16.     (N) 095 24 14.     (W)   SCALED
 FH0529* NAVD 88 ORTHO HEIGHT -   175.586 (meters)      576.07  (feet) ADJUSTED
 FH0529  ______________________________________________________________________
 FH0529  GEOID HEIGHT    -        -29.475 (meters)                     GEOID18
 FH0529  DYNAMIC HEIGHT  -        175.427 (meters)      575.55  (feet) COMP
 FH0529  MODELED GRAVITY -    979,725.7   (mgal)                       NAVD 88
 FH0529
 FH0529  VERT ORDER      -  SECOND    CLASS 0
 FH0529
 FH0529.The horizontal coordinates were scaled from a map and have
 FH0529.an estimated accuracy of +/- 6 seconds.
 FH0529
 FH0529.The orthometric height was determined by differential leveling and
 FH0529.adjusted by the NATIONAL GEODETIC SURVEY
 FH0529.in June 1991.
 FH0529
 FH0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0529.GEOID18 height accuracy estimate available here.
 FH0529
 FH0529.Click photographs - Photos may exist for this station.
 FH0529
 FH0529.The dynamic height is computed by dividing the NAVD 88
 FH0529.geopotential number by the normal gravity value computed on the
 FH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0529.degrees latitude (g = 980.6199 gals.).
 FH0529
 FH0529.The modeled gravity was interpolated from observed gravity values.
 FH0529
 FH0529;                    North         East    Units  Estimated Accuracy
 FH0529;SPC OK N     -    85,000.      834,810.      MT  (+/- 180 meters Scaled)
 FH0529
 FH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV826575(NAD 83)
 FH0529
 FH0529                          SUPERSEDED SURVEY CONTROL
 FH0529
 FH0529  NGVD 29 (??/??/92)  175.472  (m)          575.69   (f) ADJ UNCH    2 0
 FH0529
 FH0529.Superseded values are not recommended for survey control.
 FH0529
 FH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0529.See file dsdata.pdf to determine how the superseded data were derived.
 FH0529
 FH0529_MARKER: DB = BENCH MARK DISK
 FH0529_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0529_STAMPING: U 139 1934
 FH0529_MARK LOGO: CGS
 FH0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0529
 FH0529  HISTORY     - Date     Condition        Report By
 FH0529  HISTORY     - 1934     MONUMENTED       CGS
 FH0529  HISTORY     - 1974     MARK NOT FOUND   USGS
 FH0529
 FH0529                          STATION DESCRIPTION
 FH0529
 FH0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0529'1.9 MI SW FROM MUSKOGEE.
 FH0529'1.9 MILES SOUTHWEST OF, ALONG S.L. AND S.F.RY, FROM STATION.
 FH0529'ABOUT 365 FEET EAST OF EAST SWITCH STAND TO WEST MUSKOGEE
 FH0529'SIDING, 330 FEET WEST OF M.P. 458-5, 49 FEET NORTH OF CENTERLINE
 FH0529'OF ST. LOUIS AND SAN FRANCISCO RY., 15 FEET NORTH OF TELEGRAPH
 FH0529'POLE, 1 FOOT SOUTH OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0529'POST.
 FH0529
 FH0529                          STATION RECOVERY (1974)
 FH0529
 FH0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FH0529'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0235 ***********************************************************************
 GK0235  DESIGNATION -  U 14
 GK0235  PID         -  GK0235
 GK0235  STATE/COUNTY-  OK/TEXAS
 GK0235  COUNTRY     -  US
 GK0235  USGS QUAD   -  GUYMON (2018)
 GK0235
 GK0235                         *CURRENT SURVEY CONTROL
 GK0235  ______________________________________________________________________
 GK0235* NAD 83(1986) POSITION- 36 40 53.8    (N) 101 28 51.9    (W)   HD_HELD2
 GK0235* NAVD 88 ORTHO HEIGHT -   953.199 (meters)     3127.29  (feet) ADJUSTED
 GK0235  ______________________________________________________________________
 GK0235  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 GK0235  DYNAMIC HEIGHT  -        952.214 (meters)     3124.06  (feet) COMP
 GK0235  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 GK0235
 GK0235  VERT ORDER      -  FIRST     CLASS II
 GK0235
 GK0235.The horizontal coordinates were established by autonomous hand held GPS
 GK0235.observations and have an estimated accuracy of +/- 10 meters.
 GK0235
 GK0235.The orthometric height was determined by differential leveling and
 GK0235.adjusted by the NATIONAL GEODETIC SURVEY
 GK0235.in June 1991.
 GK0235
 GK0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0235.GEOID18 height accuracy estimate available here.
 GK0235
 GK0235.Click photographs - Photos may exist for this station.
 GK0235
 GK0235.The dynamic height is computed by dividing the NAVD 88
 GK0235.geopotential number by the normal gravity value computed on the
 GK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0235.degrees latitude (g = 980.6199 gals.).
 GK0235
 GK0235.The modeled gravity was interpolated from observed gravity values.
 GK0235
 GK0235;                    North         East    Units  Estimated Accuracy
 GK0235;SPC OK N     -   192,162.      288,927.      MT  (+/- 10 meters HH2 GPS)
 GK0235
 GK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7830562421(NAD 83)
 GK0235
 GK0235                          SUPERSEDED SURVEY CONTROL
 GK0235
 GK0235  NGVD 29 (??/??/92)  952.761  (m)         3125.85   (f) ADJ UNCH    1 2
 GK0235
 GK0235.Superseded values are not recommended for survey control.
 GK0235
 GK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0235.See file dsdata.pdf to determine how the superseded data were derived.
 GK0235
 GK0235_MARKER: DB = BENCH MARK DISK
 GK0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0235_SP_SET: BUILDING
 GK0235_STAMPING: U 14 1933
 GK0235_MARK LOGO: CGS
 GK0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GK0235+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GK0235
 GK0235  HISTORY     - Date     Condition        Report By
 GK0235  HISTORY     - 1933     MONUMENTED       CGS
 GK0235  HISTORY     - 1971     GOOD             NGS
 GK0235  HISTORY     - 20020724 GOOD             NGS
 GK0235  HISTORY     - 20090806 GOOD             GEOCAC
 GK0235
 GK0235                          STATION DESCRIPTION
 GK0235
 GK0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0235'IN GUYMON.
 GK0235'AT THE TEXAS COUNTY COURTHOUSE, NORTH WEST CORNER OF MAIN AND 4TH.
 GK0235'STREETS.  SET IN CONCRETE BLOCK IN BRICK WALL ON THE EAST SIDE OF THE
 GK0235'NORTH ENTRANCE.  SET VERTICALLY 3 FEET HIGH.
 GK0235
 GK0235                          STATION RECOVERY (1971)
 GK0235
 GK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0235'RECOVERED IN GOOD CONDITION.
 GK0235
 GK0235                          STATION RECOVERY (2002)
 GK0235
 GK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 GK0235'RECOVERED IN GOOD CONDITION.
 GK0235
 GK0235                          STATION RECOVERY (2009)
 GK0235
 GK0235'RECOVERY NOTE BY GEOCACHING 2009 (TFW)
 GK0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0620 ***********************************************************************
 FH0620  DESIGNATION -  U 140
 FH0620  PID         -  FH0620
 FH0620  STATE/COUNTY-  OK/MUSKOGEE
 FH0620  COUNTRY     -  US
 FH0620  USGS QUAD   -  STIGLER WEST (2018)
 FH0620
 FH0620                         *CURRENT SURVEY CONTROL
 FH0620  ______________________________________________________________________
 FH0620* NAD 83(1986) POSITION- 35 16 58.     (N) 095 12 45.     (W)   SCALED
 FH0620* NAVD 88 ORTHO HEIGHT -   153.551 (meters)      503.78  (feet) ADJUSTED
 FH0620  ______________________________________________________________________
 FH0620  GEOID HEIGHT    -        -30.475 (meters)                     GEOID18
 FH0620  DYNAMIC HEIGHT  -        153.403 (meters)      503.29  (feet) COMP
 FH0620  MODELED GRAVITY -    979,670.3   (mgal)                       NAVD 88
 FH0620
 FH0620  VERT ORDER      -  SECOND    CLASS 0
 FH0620
 FH0620.The horizontal coordinates were scaled from a map and have
 FH0620.an estimated accuracy of +/- 6 seconds.
 FH0620
 FH0620.The orthometric height was determined by differential leveling and
 FH0620.adjusted by the NATIONAL GEODETIC SURVEY
 FH0620.in June 1991.
 FH0620
 FH0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0620.GEOID18 height accuracy estimate available here.
 FH0620
 FH0620.Click photographs - Photos may exist for this station.
 FH0620
 FH0620.The dynamic height is computed by dividing the NAVD 88
 FH0620.geopotential number by the normal gravity value computed on the
 FH0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0620.degrees latitude (g = 980.6199 gals.).
 FH0620
 FH0620.The modeled gravity was interpolated from observed gravity values.
 FH0620
 FH0620;                    North         East    Units  Estimated Accuracy
 FH0620;SPC OK N     -    35,020.      853,570.      MT  (+/- 180 meters Scaled)
 FH0620
 FH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV987066(NAD 83)
 FH0620
 FH0620                          SUPERSEDED SURVEY CONTROL
 FH0620
 FH0620  NGVD 29 (??/??/92)  153.447  (m)          503.43   (f) ADJ UNCH    2 0
 FH0620
 FH0620.Superseded values are not recommended for survey control.
 FH0620
 FH0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0620.See file dsdata.pdf to determine how the superseded data were derived.
 FH0620
 FH0620_MARKER: DB = BENCH MARK DISK
 FH0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0620_SP_SET: BRIDGE PIER
 FH0620_STAMPING: U 140 1934
 FH0620_MARK LOGO: CGS
 FH0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0620
 FH0620  HISTORY     - Date     Condition        Report By
 FH0620  HISTORY     - 1934     MONUMENTED       CGS
 FH0620  HISTORY     - 1960     GOOD             CGS
 FH0620  HISTORY     - 20021008 GOOD             OKDOT
 FH0620
 FH0620                          STATION DESCRIPTION
 FH0620
 FH0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0620'2 MI SE FROM BRIARTOWN.
 FH0620'2.0 MILES SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0620'STATION AT BRIARTOWN, MUSKOGEE COUNTY, ABOUT 360 FEET SOUTHEAST
 FH0620'OF MILEPOST 61, AT THE NORTHWEST END OF STEEL BRIDGE 60.9 OVER
 FH0620'CANADIAN RIVER, IN THE TOP OF THE NORTHWEST CONCRETE PIER, 12.4
 FH0620'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 6.5 FEET
 FH0620'LOWER THAN THE TRACK.
 FH0620
 FH0620                          STATION RECOVERY (2002)
 FH0620
 FH0620'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (BIW)
 FH0620'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0321 ***********************************************************************
 FJ0321  DESIGNATION -  U 142
 FJ0321  PID         -  FJ0321
 FJ0321  STATE/COUNTY-  OK/MCCLAIN
 FJ0321  COUNTRY     -  US
 FJ0321  USGS QUAD   -  PURCELL (2018)
 FJ0321
 FJ0321                         *CURRENT SURVEY CONTROL
 FJ0321  ______________________________________________________________________
 FJ0321* NAD 83(1986) POSITION- 35 01 53.     (N) 097 21 31.     (W)   SCALED
 FJ0321* NAVD 88 ORTHO HEIGHT -   319.531 (meters)     1048.33  (feet) ADJUSTED
 FJ0321  ______________________________________________________________________
 FJ0321  GEOID HEIGHT    -        -26.170 (meters)                     GEOID18
 FJ0321  DYNAMIC HEIGHT  -        319.222 (meters)     1047.31  (feet) COMP
 FJ0321  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 FJ0321
 FJ0321  VERT ORDER      -  SECOND    CLASS 0
 FJ0321
 FJ0321.The horizontal coordinates were scaled from a map and have
 FJ0321.an estimated accuracy of +/- 6 seconds.
 FJ0321
 FJ0321.The orthometric height was determined by differential leveling and
 FJ0321.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0321.in August 1994.
 FJ0321
 FJ0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0321.GEOID18 height accuracy estimate available here.
 FJ0321
 FJ0321.Click photographs - Photos may exist for this station.
 FJ0321
 FJ0321.The dynamic height is computed by dividing the NAVD 88
 FJ0321.geopotential number by the normal gravity value computed on the
 FJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0321.degrees latitude (g = 980.6199 gals.).
 FJ0321
 FJ0321.The modeled gravity was interpolated from observed gravity values.
 FJ0321
 FJ0321;                    North         East    Units  Estimated Accuracy
 FJ0321;SPC OK S     -   188,540.      658,530.      MT  (+/- 180 meters Scaled)
 FJ0321
 FJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD497777(NAD 83)
 FJ0321
 FJ0321                          SUPERSEDED SURVEY CONTROL
 FJ0321
 FJ0321  NAVD 88 (06/15/91)  319.536  (m)         1048.34   (f) SUPERSEDED  2 0
 FJ0321  NGVD 29 (??/??/92)  319.434  (m)         1048.01   (f) ADJ UNCH    2 0
 FJ0321
 FJ0321.Superseded values are not recommended for survey control.
 FJ0321
 FJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0321.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0321
 FJ0321_MARKER: DB = BENCH MARK DISK
 FJ0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0321_SP_SET: CULVERT HEADWALL
 FJ0321_STAMPING: U 142 1934
 FJ0321_MARK LOGO: CGS
 FJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0321+STABILITY: SURFACE MOTION
 FJ0321
 FJ0321  HISTORY     - Date     Condition        Report By
 FJ0321  HISTORY     - 1934     MONUMENTED       CGS
 FJ0321  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FJ0321
 FJ0321                          STATION DESCRIPTION
 FJ0321
 FJ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0321'1.3 MI N FROM PURCELL.
 FJ0321'1.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0321'FROM THE STATION AT PURCELL, 250 FEET NORTH OF MILEPOST 416,
 FJ0321'450 FEET SOUTHEAST OF A BARN, 250 FEET NORTH OF A YARD-LIMIT
 FJ0321'SIGN, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST HEADWALL, 1.1
 FJ0321'FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND 14.6 FEET EAST
 FJ0321'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED U 142
 FJ0321'1934.
 FJ0321
 FJ0321                          STATION RECOVERY (1997)
 FJ0321
 FJ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0321'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0624 ***********************************************************************
 FJ0624  DESIGNATION -  U 143
 FJ0624  PID         -  FJ0624
 FJ0624  STATE/COUNTY-  OK/OKLAHOMA
 FJ0624  COUNTRY     -  US
 FJ0624  USGS QUAD   -  BRITTON (2018)
 FJ0624
 FJ0624                         *CURRENT SURVEY CONTROL
 FJ0624  ______________________________________________________________________
 FJ0624* NAD 83(1986) POSITION- 35 33 55.     (N) 097 31 52.     (W)   SCALED
 FJ0624* NAVD 88 ORTHO HEIGHT -   372.564 (meters)     1222.32  (feet) ADJUSTED
 FJ0624  ______________________________________________________________________
 FJ0624  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 FJ0624  DYNAMIC HEIGHT  -        372.211 (meters)     1221.16  (feet) COMP
 FJ0624  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 FJ0624
 FJ0624  VERT ORDER      -  SECOND    CLASS 0
 FJ0624
 FJ0624.The horizontal coordinates were scaled from a map and have
 FJ0624.an estimated accuracy of +/- 6 seconds.
 FJ0624
 FJ0624.The orthometric height was determined by differential leveling and
 FJ0624.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0624.in August 1994.
 FJ0624
 FJ0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0624.GEOID18 height accuracy estimate available here.
 FJ0624
 FJ0624.Click photographs - Photos may exist for this station.
 FJ0624
 FJ0624.The dynamic height is computed by dividing the NAVD 88
 FJ0624.geopotential number by the normal gravity value computed on the
 FJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0624.degrees latitude (g = 980.6199 gals.).
 FJ0624
 FJ0624.The modeled gravity was interpolated from observed gravity values.
 FJ0624
 FJ0624;                    North         East    Units  Estimated Accuracy
 FJ0624;SPC OK N     -    62,820.      642,510.      MT  (+/- 180 meters Scaled)
 FJ0624
 FJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE331367(NAD 83)
 FJ0624
 FJ0624                          SUPERSEDED SURVEY CONTROL
 FJ0624
 FJ0624  NAVD 88 (06/15/91)  372.620  (m)         1222.50   (f) SUPERSEDED  2 0
 FJ0624  NGVD 29 (??/??/92)  372.488  (m)         1222.07   (f) ADJ UNCH    2 0
 FJ0624
 FJ0624.Superseded values are not recommended for survey control.
 FJ0624
 FJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0624.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0624
 FJ0624_MARKER: DB = BENCH MARK DISK
 FJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0624_STAMPING: U 143 1934
 FJ0624_MARK LOGO: CGS
 FJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0624+STABILITY: SURFACE MOTION
 FJ0624
 FJ0624  HISTORY     - Date     Condition        Report By
 FJ0624  HISTORY     - 1934     MONUMENTED       CGS
 FJ0624  HISTORY     - 1945     GOOD             CGS
 FJ0624  HISTORY     - 19850404 MARK NOT FOUND   USPSQD
 FJ0624  HISTORY     - 20240123 MARK NOT FOUND   OKDOT
 FJ0624
 FJ0624                          STATION DESCRIPTION
 FJ0624
 FJ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FJ0624'AT BRITTON.
 FJ0624'AT BRITTON, OKLAHOMA COUNTY, 0.1 MILE SOUTH ALONG THE ATCHISON,
 FJ0624'TOPEKA AND SANTA FE RAILWAY FROM THE STATION, IN THE RAILROAD
 FJ0624'PARK, AT A STREET CROSSING, 60.2 FEET SOUTHEAST OF THE CENTERLINE
 FJ0624'OF THE STREET, 40.5 FEET EAST OF THE CENTERLINE OF THE TRACK,
 FJ0624'29.2 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 66, AND 2
 FJ0624'FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED U 143 1934
 FJ0624'AND SET IN THE TOP OF A CONCRETE POST.
 FJ0624
 FJ0624                          STATION RECOVERY (1985)
 FJ0624
 FJ0624'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0624'MARK NOT FOUND.
 FJ0624
 FJ0624                          STATION RECOVERY (2024)
 FJ0624
 FJ0624'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (CP)
 FJ0624'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0334 ***********************************************************************
 GH0334  DESIGNATION -  U 144
 GH0334  PID         -  GH0334
 GH0334  STATE/COUNTY-  OK/LOGAN
 GH0334  COUNTRY     -  US
 GH0334  USGS QUAD   -  MULHALL (2018)
 GH0334
 GH0334                         *CURRENT SURVEY CONTROL
 GH0334  ______________________________________________________________________
 GH0334* NAD 83(1986) POSITION- 36 02 54.     (N) 097 25 29.     (W)   SCALED
 GH0334* NAVD 88 ORTHO HEIGHT -   299.248 (meters)      981.78  (feet) ADJUSTED
 GH0334  ______________________________________________________________________
 GH0334  GEOID HEIGHT    -        -27.961 (meters)                     GEOID18
 GH0334  DYNAMIC HEIGHT  -        298.976 (meters)      980.89  (feet) COMP
 GH0334  MODELED GRAVITY -    979,715.2   (mgal)                       NAVD 88
 GH0334
 GH0334  VERT ORDER      -  SECOND    CLASS 0
 GH0334
 GH0334.The horizontal coordinates were scaled from a map and have
 GH0334.an estimated accuracy of +/- 6 seconds.
 GH0334
 GH0334.The orthometric height was determined by differential leveling and
 GH0334.adjusted by the NATIONAL GEODETIC SURVEY
 GH0334.in June 1991.
 GH0334
 GH0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0334.GEOID18 height accuracy estimate available here.
 GH0334
 GH0334.Click photographs - Photos may exist for this station.
 GH0334
 GH0334.The dynamic height is computed by dividing the NAVD 88
 GH0334.geopotential number by the normal gravity value computed on the
 GH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0334.degrees latitude (g = 980.6199 gals.).
 GH0334
 GH0334.The modeled gravity was interpolated from observed gravity values.
 GH0334
 GH0334;                    North         East    Units  Estimated Accuracy
 GH0334;SPC OK N     -   116,470.      651,830.      MT  (+/- 180 meters Scaled)
 GH0334
 GH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE418904(NAD 83)
 GH0334
 GH0334                          SUPERSEDED SURVEY CONTROL
 GH0334
 GH0334  NGVD 29 (??/??/92)  299.120  (m)          981.36   (f) ADJ UNCH    2 0
 GH0334
 GH0334.Superseded values are not recommended for survey control.
 GH0334
 GH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0334.See file dsdata.pdf to determine how the superseded data were derived.
 GH0334
 GH0334_MARKER: DB = BENCH MARK DISK
 GH0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0334_STAMPING: U 144 1934
 GH0334_MARK LOGO: CGS
 GH0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0334+STABILITY: SURFACE MOTION
 GH0334
 GH0334  HISTORY     - Date     Condition        Report By
 GH0334  HISTORY     - 1934     MONUMENTED       CGS
 GH0334  HISTORY     - 1974     MARK NOT FOUND   USGS
 GH0334
 GH0334                          STATION DESCRIPTION
 GH0334
 GH0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0334'1.6 MI S FROM MULHALL.
 GH0334'1.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0334'FROM THE STATION AT MULHALL, 0.4 MILE SOUTH OF MILEPOST 340, AT
 GH0334'A FARM-ROAD CROSSING, 104 FEET NORTHWEST OF THE CENTER OF THE
 GH0334'CROSSING, 97.5 FEET WEST OF THE CENTERLINE OF THE TRACK, 53.2
 GH0334'FEET NORTHWEST OF A POLE, 3.4 FEET NORTHEAST OF THE NORTH END OF
 GH0334'AN IRON GATE, 3 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2 FEET
 GH0334'EAST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 GH0334'U 144 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW
 GH0334'TRACK HAS BEEN LAID EAST OF THE OLD LOCATION.
 GH0334
 GH0334                          STATION RECOVERY (1974)
 GH0334
 GH0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GH0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0311 ***********************************************************************
 FJ0311  DESIGNATION -  U 145
 FJ0311  PID         -  FJ0311
 FJ0311  STATE/COUNTY-  OK/PAYNE
 FJ0311  COUNTRY     -  US
 FJ0311  USGS QUAD   -  COYLE (2018)
 FJ0311
 FJ0311                         *CURRENT SURVEY CONTROL
 FJ0311  ______________________________________________________________________
 FJ0311* NAD 83(1986) POSITION- 35 57 23.     (N) 097 07 54.     (W)   SCALED
 FJ0311* NAVD 88 ORTHO HEIGHT -   260.174 (meters)      853.59  (feet) ADJUSTED
 FJ0311  ______________________________________________________________________
 FJ0311  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 FJ0311  DYNAMIC HEIGHT  -        259.937 (meters)      852.81  (feet) COMP
 FJ0311  MODELED GRAVITY -    979,717.1   (mgal)                       NAVD 88
 FJ0311
 FJ0311  VERT ORDER      -  SECOND    CLASS 0
 FJ0311
 FJ0311.The horizontal coordinates were scaled from a map and have
 FJ0311.an estimated accuracy of +/- 6 seconds.
 FJ0311
 FJ0311.The orthometric height was determined by differential leveling and
 FJ0311.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0311.in June 1991.
 FJ0311
 FJ0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0311.GEOID18 height accuracy estimate available here.
 FJ0311
 FJ0311.Click photographs - Photos may exist for this station.
 FJ0311
 FJ0311.The dynamic height is computed by dividing the NAVD 88
 FJ0311.geopotential number by the normal gravity value computed on the
 FJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0311.degrees latitude (g = 980.6199 gals.).
 FJ0311
 FJ0311.The modeled gravity was interpolated from observed gravity values.
 FJ0311
 FJ0311;                    North         East    Units  Estimated Accuracy
 FJ0311;SPC OK N     -   106,460.      678,330.      MT  (+/- 180 meters Scaled)
 FJ0311
 FJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE684807(NAD 83)
 FJ0311
 FJ0311                          SUPERSEDED SURVEY CONTROL
 FJ0311
 FJ0311  NGVD 29 (??/??/92)  260.059  (m)          853.21   (f) ADJ UNCH    2 0
 FJ0311
 FJ0311.Superseded values are not recommended for survey control.
 FJ0311
 FJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0311.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0311
 FJ0311_MARKER: DB = BENCH MARK DISK
 FJ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0311_STAMPING: U 145 1934
 FJ0311_MARK LOGO: CGS
 FJ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0311+STABILITY: SURFACE MOTION
 FJ0311
 FJ0311  HISTORY     - Date     Condition        Report By
 FJ0311  HISTORY     - 1934     MONUMENTED       CGS
 FJ0311  HISTORY     - 1974     GOOD             USGS
 FJ0311  HISTORY     - 20201013 MARK NOT FOUND   OKDOT
 FJ0311
 FJ0311                          STATION DESCRIPTION
 FJ0311
 FJ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0311'5.5 MI W FROM PERKINS.
 FJ0311'5.5 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0311'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT PERKINS, PAYNE
 FJ0311'COUNTY, ABOUT 350 FEET NORTHEAST OF TRESTLE 55 C, ABOUT 275 FEET
 FJ0311'SOUTHWEST OF A FARMHOUSE, 56 FEET NORTH OF THE CENTERLINE OF THE
 FJ0311'OLD ROADBED, 28 FEET WEST OF THE WEST END OF AN IRON GATE, 45
 FJ0311'FEET NORTH OF THE CENTERLINE OF A FARM ROAD, AND 6.4 FEET NORTH
 FJ0311'OF THE FENCE PARALLELING THE ROADBED.  A STANDARD DISK, STAMPED
 FJ0311'U 145 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0311
 FJ0311                          STATION RECOVERY (1974)
 FJ0311
 FJ0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FJ0311'ABOUT 5.5 MI W. ALONG THE OLD ROADBED OF THE A.T.S.F. RY. FROM THE
 FJ0311'STATION SITE AT PERKINS, PAYNE COUNTY, ABOUT 0.7 MI NE ALONG THE OLD
 FJ0311'GRADE FROM THE COMMUNITY OF GOODNIGHT, T.17N., R.2E., NEAR 1/4 COR.
 FJ0311'BETWEEN SECS. 7 AND 18, ABOUT 350 FT NE OF TRESTLE 55-C, AND ABOUT
 FJ0311'475 FT SW OF A WHITE FARMHOUSE (ABANDONED), 56 FT N. OF THE OLD
 FJ0311'ROADBED, 56 FT S., 35 FT W. AND 2.6 FT HIGHER THAN E-W SEC-LINE RD.
 FJ0311'AT 1/4 SEC. FENCE NORTH, 6.4 FT N. OF THE FENCE PARALLELING THE OLD
 FJ0311'ROADBED, IN CONCRETE POST PROJECTING 5-IN. ABOVE GROUND STD. DISK
 FJ0311'STAMPED U 145 1934.
 FJ0311
 FJ0311                          STATION RECOVERY (2020)
 FJ0311
 FJ0311'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0311'NOT FOUND, MONUMENT APPEARS TO HAVE BEEN DESTROYED DURING CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0093 ***********************************************************************
 FJ0093  DESIGNATION -  U 147
 FJ0093  PID         -  FJ0093
 FJ0093  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0093  COUNTRY     -  US
 FJ0093  USGS QUAD   -  SHAWNEE (2018)
 FJ0093
 FJ0093                         *CURRENT SURVEY CONTROL
 FJ0093  ______________________________________________________________________
 FJ0093* NAD 83(1986) POSITION- 35 19 52.     (N) 096 57 33.     (W)   SCALED
 FJ0093* NAVD 88 ORTHO HEIGHT -   310.833 (meters)     1019.79  (feet) ADJUSTED
 FJ0093  ______________________________________________________________________
 FJ0093  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 FJ0093  DYNAMIC HEIGHT  -        310.536 (meters)     1018.82  (feet) COMP
 FJ0093  MODELED GRAVITY -    979,672.5   (mgal)                       NAVD 88
 FJ0093
 FJ0093  VERT ORDER      -  SECOND    CLASS 0
 FJ0093
 FJ0093.The horizontal coordinates were scaled from a map and have
 FJ0093.an estimated accuracy of +/- 6 seconds.
 FJ0093
 FJ0093.The orthometric height was determined by differential leveling and
 FJ0093.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0093.in August 1994.
 FJ0093
 FJ0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0093.GEOID18 height accuracy estimate available here.
 FJ0093
 FJ0093.Click photographs - Photos may exist for this station.
 FJ0093
 FJ0093.The dynamic height is computed by dividing the NAVD 88
 FJ0093.geopotential number by the normal gravity value computed on the
 FJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0093.degrees latitude (g = 980.6199 gals.).
 FJ0093
 FJ0093.The modeled gravity was interpolated from observed gravity values.
 FJ0093
 FJ0093;                    North         East    Units  Estimated Accuracy
 FJ0093;SPC OK S     -   222,100.      694,630.      MT  (+/- 180 meters Scaled)
 FJ0093
 FJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE854116(NAD 83)
 FJ0093
 FJ0093                          SUPERSEDED SURVEY CONTROL
 FJ0093
 FJ0093  NAVD 88 (06/15/91)  310.836  (m)         1019.80   (f) SUPERSEDED  2 0
 FJ0093  NGVD 29 (??/??/92)  310.751  (m)         1019.52   (f) ADJ UNCH    2 0
 FJ0093
 FJ0093.Superseded values are not recommended for survey control.
 FJ0093
 FJ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0093.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0093
 FJ0093_MARKER: DB = BENCH MARK DISK
 FJ0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0093_SP_SET: BRIDGE ABUTMENT
 FJ0093_STAMPING: U 147 1934
 FJ0093_MARK LOGO: CGS
 FJ0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0093
 FJ0093  HISTORY     - Date     Condition        Report By
 FJ0093  HISTORY     - 1934     MONUMENTED       CGS
 FJ0093  HISTORY     - 1972     GOOD             NGS
 FJ0093  HISTORY     - 20000228 GOOD             OKDOT
 FJ0093
 FJ0093                          STATION DESCRIPTION
 FJ0093
 FJ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0093'2.1 MI W FROM SHAWNEE.
 FJ0093'2.1 MILES WEST ALONG THE OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM
 FJ0093'THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, AT BRIDGE 8 OVER
 FJ0093'NORTH CANADIAN RIVER, IN THE TOP OF THE EAST ABUTMENT, 2.4 FEET
 FJ0093'SOUTH OF THE NORTH END, 1.4 FEET WEST OF THE EAST EDGE, AND 9
 FJ0093'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 FJ0093'STAMPED U 147 1934.
 FJ0093
 FJ0093                          STATION RECOVERY (1972)
 FJ0093
 FJ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FJ0093'RECOVERED IN GOOD CONDITION.
 FJ0093
 FJ0093                          STATION RECOVERY (2000)
 FJ0093
 FJ0093'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000 (RDB)
 FJ0093'MONUMENT IS NOW ON PRIVATE PROPERTY.  MUST HAVE PERMISSION BEFORE
 FJ0093'ENTERING.  THERE IS ALSO AN M K T R R ELEVATION ON THE SW CORNER OF
 FJ0093'THE SAME ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0173 ***********************************************************************
 FJ0173  DESIGNATION -  U 148
 FJ0173  PID         -  FJ0173
 FJ0173  STATE/COUNTY-  OK/SEMINOLE
 FJ0173  COUNTRY     -  US
 FJ0173  USGS QUAD   -  WOLF (2018)
 FJ0173
 FJ0173                         *CURRENT SURVEY CONTROL
 FJ0173  ______________________________________________________________________
 FJ0173* NAD 83(1986) POSITION- 35 00 51.     (N) 096 44 52.     (W)   SCALED
 FJ0173* NAVD 88 ORTHO HEIGHT -   272.447 (meters)      893.85  (feet) ADJUSTED
 FJ0173  ______________________________________________________________________
 FJ0173  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 FJ0173  DYNAMIC HEIGHT  -        272.186 (meters)      893.00  (feet) COMP
 FJ0173  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 FJ0173
 FJ0173  VERT ORDER      -  SECOND    CLASS 0
 FJ0173
 FJ0173.The horizontal coordinates were scaled from a map and have
 FJ0173.an estimated accuracy of +/- 6 seconds.
 FJ0173
 FJ0173.The orthometric height was determined by differential leveling and
 FJ0173.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0173.in June 1991.
 FJ0173
 FJ0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0173.GEOID18 height accuracy estimate available here.
 FJ0173
 FJ0173.Click photographs - Photos may exist for this station.
 FJ0173
 FJ0173.The dynamic height is computed by dividing the NAVD 88
 FJ0173.geopotential number by the normal gravity value computed on the
 FJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0173.degrees latitude (g = 980.6199 gals.).
 FJ0173
 FJ0173.The modeled gravity was interpolated from observed gravity values.
 FJ0173
 FJ0173;                    North         East    Units  Estimated Accuracy
 FJ0173;SPC OK S     -   187,160.      714,290.      MT  (+/- 180 meters Scaled)
 FJ0173
 FJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD055769(NAD 83)
 FJ0173
 FJ0173                          SUPERSEDED SURVEY CONTROL
 FJ0173
 FJ0173  NGVD 29 (??/??/92)  272.357  (m)          893.56   (f) ADJ UNCH    2 0
 FJ0173
 FJ0173.Superseded values are not recommended for survey control.
 FJ0173
 FJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0173.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0173
 FJ0173_MARKER: DB = BENCH MARK DISK
 FJ0173_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0173_STAMPING: U 148 1934
 FJ0173_MARK LOGO: CGS
 FJ0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0173
 FJ0173  HISTORY     - Date     Condition        Report By
 FJ0173  HISTORY     - 1934     MONUMENTED       CGS
 FJ0173  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 FJ0173
 FJ0173                          STATION DESCRIPTION
 FJ0173
 FJ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0173'4.1 MI N FROM KONAWA.
 FJ0173'4.1 MILES NORTH OF, ALONG OKLA. CITY, ADA, ATOKA RY FROM STATION
 FJ0173'ABOUT 0.1 MILE SOUTH OF M.P. 65, 98.1 FEET NORTHEAST OF CENTERLINE
 FJ0173'OF COUNTY ROAD AT RAILROAD CROSSING, 56.9 FEET NORTH OF FENCE
 FJ0173'RUNNING EAST-WEST, 33.6 FEET EAT OF CENTERLINE OF O.C.A.A.RY.
 FJ0173'TRACK, 16.6 FEET WEST OF FENCE PARALLELING RAILROAD, 3.6 FEET
 FJ0173'WEST OF TELEPHONE POLE.  A STANDARD DISK SET IN A CONCRETE POST.
 FJ0173
 FJ0173                          STATION RECOVERY (2017)
 FJ0173
 FJ0173'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 FJ0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0080 ***********************************************************************
 FJ0080  DESIGNATION -  U 149
 FJ0080  PID         -  FJ0080
 FJ0080  STATE/COUNTY-  OK/SEMINOLE
 FJ0080  COUNTRY     -  US
 FJ0080  USGS QUAD   -  WEWOKA EAST (2018)
 FJ0080
 FJ0080                         *CURRENT SURVEY CONTROL
 FJ0080  ______________________________________________________________________
 FJ0080* NAD 83(1986) POSITION- 35 09 40.93   (N) 096 29 40.27   (W)   HD_HELD1
 FJ0080* NAVD 88 ORTHO HEIGHT -   241.000 (meters)      790.68  (feet) ADJUSTED
 FJ0080  ______________________________________________________________________
 FJ0080  GEOID HEIGHT    -        -27.737 (meters)                     GEOID18
 FJ0080  DYNAMIC HEIGHT  -        240.767 (meters)      789.92  (feet) COMP
 FJ0080  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 FJ0080
 FJ0080  VERT ORDER      -  SECOND    CLASS 0
 FJ0080
 FJ0080.The horizontal coordinates were determined by differentially corrected
 FJ0080.hand held GPS observations or other comparable positioning techniques
 FJ0080.and have an estimated accuracy of +/- 3 meters.
 FJ0080
 FJ0080.The orthometric height was determined by differential leveling and
 FJ0080.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0080.in June 1991.
 FJ0080
 FJ0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0080.GEOID18 height accuracy estimate available here.
 FJ0080
 FJ0080.Click photographs - Photos may exist for this station.
 FJ0080
 FJ0080.The dynamic height is computed by dividing the NAVD 88
 FJ0080.geopotential number by the normal gravity value computed on the
 FJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0080.degrees latitude (g = 980.6199 gals.).
 FJ0080
 FJ0080.The modeled gravity was interpolated from observed gravity values.
 FJ0080
 FJ0080;                    North         East    Units  Estimated Accuracy
 FJ0080;SPC OK S     -   203,800.2     737,155.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0080
 FJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2820493813(NAD 83)
 FJ0080
 FJ0080                          SUPERSEDED SURVEY CONTROL
 FJ0080
 FJ0080  NGVD 29 (??/??/92)  240.897  (m)          790.34   (f) ADJ UNCH    2 0
 FJ0080
 FJ0080.Superseded values are not recommended for survey control.
 FJ0080
 FJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0080.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0080
 FJ0080_MARKER: DB = BENCH MARK DISK
 FJ0080_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0080+WITH SETTING: PAVEMENT
 FJ0080_SP_SET: WATER TANK BASE
 FJ0080_STAMPING: U 149 1934
 FJ0080_MARK LOGO: CGS
 FJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0080+STABILITY: SURFACE MOTION
 FJ0080
 FJ0080  HISTORY     - Date     Condition        Report By
 FJ0080  HISTORY     - 1934     MONUMENTED       CGS
 FJ0080  HISTORY     - 1970     GOOD             NGS
 FJ0080  HISTORY     - 1988     GOOD             USPSQD
 FJ0080
 FJ0080                          STATION DESCRIPTION
 FJ0080
 FJ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0080'AT WEWOKA.
 FJ0080'AT WEWOKA, SEMINOLE COUNTY, AT THE FILTER WORKS PLANT, 60.5
 FJ0080'FEET EAST OF THE NORTHEAST CORNER OF THE FILTER HOUSE, IN THE
 FJ0080'TOP OF THE NORTHWEST CORNER OF THE SQUARE BASE SUPPORTING A
 FJ0080'CENTRAL COLUMN TO THE WATER TANK, 9 FEET NORTH OF THE METAL
 FJ0080'CENTRAL COLUMN, 1.1 FEET SOUTHEAST OF THE NORTHWEST SIDE OF THE
 FJ0080'BASE, AND 1 FOOT SOUTHWEST OF THE NORTHEAST SIDE OF THE BASE.
 FJ0080'A STANDARD DISK, STAMPED U 149 1934.
 FJ0080
 FJ0080                          STATION RECOVERY (1970)
 FJ0080
 FJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FJ0080'RECOVERED IN GOOD CONDITION.
 FJ0080
 FJ0080                          STATION RECOVERY (1988)
 FJ0080
 FJ0080'RECOVERY NOTE BY US POWER SQUADRON 1988 (CSF)
 FJ0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0088 ***********************************************************************
 EL0088  DESIGNATION -  U 15
 EL0088  PID         -  EL0088
 EL0088  STATE/COUNTY-  OK/ATOKA
 EL0088  COUNTRY     -  US
 EL0088  USGS QUAD   -  LEHIGH (2019)
 EL0088
 EL0088                         *CURRENT SURVEY CONTROL
 EL0088  ______________________________________________________________________
 EL0088* NAD 83(1986) POSITION- 34 22 54.     (N) 096 07 31.     (W)   SCALED
 EL0088* NAVD 88 ORTHO HEIGHT -   171.860 (meters)      563.84  (feet) ADJUSTED
 EL0088  ______________________________________________________________________
 EL0088  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 EL0088  DYNAMIC HEIGHT  -        171.684 (meters)      563.27  (feet) COMP
 EL0088  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 EL0088
 EL0088  VERT ORDER      -  FIRST     CLASS II
 EL0088
 EL0088.The horizontal coordinates were scaled from a map and have
 EL0088.an estimated accuracy of +/- 6 seconds.
 EL0088
 EL0088.The orthometric height was determined by differential leveling and
 EL0088.adjusted by the NATIONAL GEODETIC SURVEY
 EL0088.in June 1991.
 EL0088
 EL0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0088.GEOID18 height accuracy estimate available here.
 EL0088
 EL0088.Click photographs - Photos may exist for this station.
 EL0088
 EL0088.The dynamic height is computed by dividing the NAVD 88
 EL0088.geopotential number by the normal gravity value computed on the
 EL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0088.degrees latitude (g = 980.6199 gals.).
 EL0088
 EL0088.The modeled gravity was interpolated from observed gravity values.
 EL0088
 EL0088;                    North         East    Units  Estimated Accuracy
 EL0088;SPC OK S     -   117,890.      772,400.      MT  (+/- 180 meters Scaled)
 EL0088
 EL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD643082(NAD 83)
 EL0088
 EL0088                          SUPERSEDED SURVEY CONTROL
 EL0088
 EL0088  NGVD 29 (??/??/92)  171.782  (m)          563.59   (f) ADJ UNCH    1 2
 EL0088
 EL0088.Superseded values are not recommended for survey control.
 EL0088
 EL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0088.See file dsdata.pdf to determine how the superseded data were derived.
 EL0088
 EL0088_MARKER: DB = BENCH MARK DISK
 EL0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0088_STAMPING: U 15 1933
 EL0088_MARK LOGO: CGS
 EL0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0088+STABILITY: SURFACE MOTION
 EL0088
 EL0088  HISTORY     - Date     Condition        Report By
 EL0088  HISTORY     - 1933     MONUMENTED       CGS
 EL0088  HISTORY     - 1934     GOOD             CGS
 EL0088  HISTORY     - 1956     MARK NOT FOUND   USGS
 EL0088
 EL0088                          STATION DESCRIPTION
 EL0088
 EL0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0088'AT ATOKA.
 EL0088'AT ATOKA, ATOKA COUNTY, ON THE MISSOURI-KANSAS-TEXAS RR, ABOUT
 EL0088'195 FEET FROM THE CROSSING, ABOUT 125 FEET SOUTH OF THE STATION,
 EL0088'35 FEET WEST OF THE WEST TRACK, AND IN THE FLOWER PLOT OF THE
 EL0088'STATION.  A STANDARD DISK, STAMPED U 15 1933 AND SET IN THE
 EL0088'TOP OF A CONCRETE POST.
 EL0088
 EL0088                          STATION RECOVERY (1956)
 EL0088
 EL0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EL0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0035 ***********************************************************************
 EL0035  DESIGNATION -  U 150
 EL0035  PID         -  EL0035
 EL0035  STATE/COUNTY-  OK/HUGHES
 EL0035  COUNTRY     -  US
 EL0035  USGS QUAD   -  CALVIN EAST (2018)
 EL0035
 EL0035                         *CURRENT SURVEY CONTROL
 EL0035  ______________________________________________________________________
 EL0035* NAD 83(1986) POSITION- 34 54 10.     (N) 096 08 27.     (W)   SCALED
 EL0035* NAVD 88 ORTHO HEIGHT -   250.657 (meters)      822.36  (feet) ADJUSTED
 EL0035  ______________________________________________________________________
 EL0035  GEOID HEIGHT    -        -28.595 (meters)                     GEOID18
 EL0035  DYNAMIC HEIGHT  -        250.407 (meters)      821.54  (feet) COMP
 EL0035  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 EL0035
 EL0035  VERT ORDER      -  SECOND    CLASS 0
 EL0035
 EL0035.The horizontal coordinates were scaled from a map and have
 EL0035.an estimated accuracy of +/- 6 seconds.
 EL0035
 EL0035.The orthometric height was determined by differential leveling and
 EL0035.adjusted by the NATIONAL GEODETIC SURVEY
 EL0035.in June 1991.
 EL0035
 EL0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0035.GEOID18 height accuracy estimate available here.
 EL0035
 EL0035.Click photographs - Photos may exist for this station.
 EL0035
 EL0035.The dynamic height is computed by dividing the NAVD 88
 EL0035.geopotential number by the normal gravity value computed on the
 EL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0035.degrees latitude (g = 980.6199 gals.).
 EL0035
 EL0035.The modeled gravity was interpolated from observed gravity values.
 EL0035
 EL0035;                    North         East    Units  Estimated Accuracy
 EL0035;SPC OK S     -   175,660.      769,900.      MT  (+/- 180 meters Scaled)
 EL0035
 EL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD612659(NAD 83)
 EL0035
 EL0035                          SUPERSEDED SURVEY CONTROL
 EL0035
 EL0035  NGVD 29 (??/??/92)  250.540  (m)          821.98   (f) ADJ UNCH    2 0
 EL0035
 EL0035.Superseded values are not recommended for survey control.
 EL0035
 EL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0035.See file dsdata.pdf to determine how the superseded data were derived.
 EL0035
 EL0035_MARKER: DB = BENCH MARK DISK
 EL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0035_STAMPING: U 150 1934
 EL0035_MARK LOGO: CGS
 EL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0035+STABILITY: SURFACE MOTION
 EL0035
 EL0035  HISTORY     - Date     Condition        Report By
 EL0035  HISTORY     - 1934     MONUMENTED       CGS
 EL0035
 EL0035                          STATION DESCRIPTION
 EL0035
 EL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0035'2.5 MI W FROM STUART.
 EL0035'2.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EL0035'FROM THE STATION AT STUART, HUGHES COUNTY, 0.2 MILE NORTHWEST
 EL0035'OF MILEPOST 389, 150 FEET EAST OF THE SOUTHEAST END OF A FILL,
 EL0035'66 FEET EAST OF THE CENTER OF A FARM-ROAD CROSSING, 46.9 FEET
 EL0035'NORTHEAST OF THE CENTERLINE OF THE TRACK, 48.2 FEET SOUTHEAST
 EL0035'OF THE SOUTHEAST END OF AN IRON GATE, AND 1.7 FEET SOUTHWEST
 EL0035'OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 EL0035'U 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0112 ***********************************************************************
 EM0112  DESIGNATION -  U 151
 EM0112  PID         -  EM0112
 EM0112  STATE/COUNTY-  OK/COTTON
 EM0112  COUNTRY     -  US
 EM0112  USGS QUAD   -  DEVOL (2018)
 EM0112
 EM0112                         *CURRENT SURVEY CONTROL
 EM0112  ______________________________________________________________________
 EM0112* NAD 83(1986) POSITION- 34 10 25.     (N) 098 34 45.     (W)   SCALED
 EM0112* NAVD 88 ORTHO HEIGHT -   314.582 (meters)     1032.09  (feet) ADJUSTED
 EM0112  ______________________________________________________________________
 EM0112  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 EM0112  DYNAMIC HEIGHT  -        314.244 (meters)     1030.98  (feet) COMP
 EM0112  MODELED GRAVITY -    979,553.1   (mgal)                       NAVD 88
 EM0112
 EM0112  VERT ORDER      -  SECOND    CLASS 0
 EM0112
 EM0112.The horizontal coordinates were scaled from a map and have
 EM0112.an estimated accuracy of +/- 6 seconds.
 EM0112
 EM0112.The orthometric height was determined by differential leveling and
 EM0112.adjusted by the NATIONAL GEODETIC SURVEY
 EM0112.in June 1991.
 EM0112
 EM0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0112.GEOID18 height accuracy estimate available here.
 EM0112
 EM0112.Click photographs - Photos may exist for this station.
 EM0112
 EM0112.The dynamic height is computed by dividing the NAVD 88
 EM0112.geopotential number by the normal gravity value computed on the
 EM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0112.degrees latitude (g = 980.6199 gals.).
 EM0112
 EM0112.The modeled gravity was interpolated from observed gravity values.
 EM0112
 EM0112;                    North         East    Units  Estimated Accuracy
 EM0112;SPC OK S     -    93,360.      546,610.      MT  (+/- 180 meters Scaled)
 EM0112
 EM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC387814(NAD 83)
 EM0112
 EM0112                          SUPERSEDED SURVEY CONTROL
 EM0112
 EM0112  NGVD 29 (??/??/92)  314.478  (m)         1031.75   (f) ADJ UNCH    2 0
 EM0112
 EM0112.Superseded values are not recommended for survey control.
 EM0112
 EM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0112.See file dsdata.pdf to determine how the superseded data were derived.
 EM0112
 EM0112_MARKER: DB = BENCH MARK DISK
 EM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0112_STAMPING: U 151 1934
 EM0112_MARK LOGO: CGS
 EM0112_PROJECTION: FLUSH
 EM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0112+STABILITY: SURFACE MOTION
 EM0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0112+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2017
 EM0112
 EM0112  HISTORY     - Date     Condition        Report By
 EM0112  HISTORY     - 1934     MONUMENTED       CGS
 EM0112  HISTORY     - 1963     GOOD             CGS
 EM0112  HISTORY     - 20070911 GOOD             AIRDAT
 EM0112  HISTORY     - 20170108 GOOD             WOOLPT
 EM0112
 EM0112                          STATION DESCRIPTION
 EM0112
 EM0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0112'1.2 MI SE FROM DEVOL.
 EM0112'1.2 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM STATION 47.5 FEET EAST OF
 EM0112'CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  43 FEET NORTH OF CENTERLINE
 EM0112'OF CROSS SECTION ROAD.  21 FEET NORTHEAST OF TELEGRAPH POLE 8020. 17.5
 EM0112'FEET SOUTH OF GATE AT RIGHT ANGLE TO R/W FENCE.  9 FEET NORTH OF R/W
 EM0112'FENCE CORNER.  1.9 FEET WEST OF R/W FENCE.
 EM0112
 EM0112                          STATION RECOVERY (1963)
 EM0112
 EM0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0112'RECOVERED IN GOOD CONDITION.
 EM0112
 EM0112                          STATION RECOVERY (2007)
 EM0112
 EM0112'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2007 (KEG)
 EM0112'RECOVERED AS DESCRIBED.
 EM0112
 EM0112                          STATION RECOVERY (2017)
 EM0112
 EM0112'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (DJK)
 EM0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0002 ***********************************************************************
 EM0002  DESIGNATION -  U 152
 EM0002  PID         -  EM0002
 EM0002  STATE/COUNTY-  OK/COMANCHE
 EM0002  COUNTRY     -  US
 EM0002  USGS QUAD   -  LAWTON (2018)
 EM0002
 EM0002                         *CURRENT SURVEY CONTROL
 EM0002  ______________________________________________________________________
 EM0002* NAD 83(1986) POSITION- 34 32 10.     (N) 098 23 18.     (W)   SCALED
 EM0002* NAVD 88 ORTHO HEIGHT -   317.972 (meters)     1043.21  (feet) ADJUSTED
 EM0002  ______________________________________________________________________
 EM0002  GEOID HEIGHT    -        -25.573 (meters)                     GEOID18
 EM0002  DYNAMIC HEIGHT  -        317.656 (meters)     1042.18  (feet) COMP
 EM0002  MODELED GRAVITY -    979,632.3   (mgal)                       NAVD 88
 EM0002
 EM0002  VERT ORDER      -  SECOND    CLASS 0
 EM0002
 EM0002.The horizontal coordinates were scaled from a map and have
 EM0002.an estimated accuracy of +/- 6 seconds.
 EM0002
 EM0002.The orthometric height was determined by differential leveling and
 EM0002.adjusted by the NATIONAL GEODETIC SURVEY
 EM0002.in June 1991.
 EM0002
 EM0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0002.GEOID18 height accuracy estimate available here.
 EM0002
 EM0002.Click photographs - Photos may exist for this station.
 EM0002
 EM0002.The dynamic height is computed by dividing the NAVD 88
 EM0002.geopotential number by the normal gravity value computed on the
 EM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0002.degrees latitude (g = 980.6199 gals.).
 EM0002
 EM0002.The modeled gravity was interpolated from observed gravity values.
 EM0002
 EM0002;                    North         East    Units  Estimated Accuracy
 EM0002;SPC OK S     -   133,490.      564,350.      MT  (+/- 180 meters Scaled)
 EM0002
 EM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND561217(NAD 83)
 EM0002
 EM0002                          SUPERSEDED SURVEY CONTROL
 EM0002
 EM0002  NGVD 29 (??/??/92)  317.884  (m)         1042.92   (f) ADJ UNCH    2 0
 EM0002
 EM0002.Superseded values are not recommended for survey control.
 EM0002
 EM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0002.See file dsdata.pdf to determine how the superseded data were derived.
 EM0002
 EM0002_MARKER: DB = BENCH MARK DISK
 EM0002_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0002_STAMPING: U 152 1934
 EM0002_MARK LOGO: CGS
 EM0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0002
 EM0002  HISTORY     - Date     Condition        Report By
 EM0002  HISTORY     - 1934     MONUMENTED       CGS
 EM0002  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0002
 EM0002                          STATION DESCRIPTION
 EM0002
 EM0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0002'5.2 MI S FROM LAWTON.
 EM0002'5.2 MILES SOUTH OF, ALONG C.R.I. AND P.RY, FROM POST OFFICE ABOUT 0.2
 EM0002'MILES EAST OF SMALL WHITE FRAME HOUSE WITH GRREN TRIMMINGS.  135 FEET
 EM0002'SOUTHWEST OF M.P. 501.  72 FEET WEST OF CENTERLINE OF CHICAGO, ROCK
 EM0002'ISLAND AND PACIFIC RY. TRACK.  36 FEET SOUTH OF CENTERLINE OF CROSS
 EM0002'SECTION ROAD.  4.4 FEET SOUTHEAST OF NORTHWEST R/W FENCE CORNER.
 EM0002'TABLET SET IN PRECAST CONCRETE POST.
 EM0002
 EM0002                          STATION RECOVERY (1987)
 EM0002
 EM0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0002'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0019 ***********************************************************************
 EM0019  DESIGNATION -  U 153
 EM0019  PID         -  EM0019
 EM0019  STATE/COUNTY-  OK/CADDO
 EM0019  COUNTRY     -  US
 EM0019  USGS QUAD   -  APACHE (2018)
 EM0019
 EM0019                         *CURRENT SURVEY CONTROL
 EM0019  ______________________________________________________________________
 EM0019* NAD 83(1986) POSITION- 34 55 00.     (N) 098 21 25.     (W)   SCALED
 EM0019* NAVD 88 ORTHO HEIGHT -   395.142 (meters)     1296.40  (feet) ADJUSTED
 EM0019  ______________________________________________________________________
 EM0019  GEOID HEIGHT    -        -26.477 (meters)                     GEOID18
 EM0019  DYNAMIC HEIGHT  -        394.733 (meters)     1295.05  (feet) COMP
 EM0019  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 EM0019
 EM0019  VERT ORDER      -  SECOND    CLASS 0
 EM0019
 EM0019.The horizontal coordinates were scaled from a map and have
 EM0019.an estimated accuracy of +/- 6 seconds.
 EM0019
 EM0019.The orthometric height was determined by differential leveling and
 EM0019.adjusted by the NATIONAL GEODETIC SURVEY
 EM0019.in June 1991.
 EM0019
 EM0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0019.GEOID18 height accuracy estimate available here.
 EM0019
 EM0019.Click photographs - Photos may exist for this station.
 EM0019
 EM0019.The dynamic height is computed by dividing the NAVD 88
 EM0019.geopotential number by the normal gravity value computed on the
 EM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0019.degrees latitude (g = 980.6199 gals.).
 EM0019
 EM0019.The modeled gravity was interpolated from observed gravity values.
 EM0019
 EM0019;                    North         East    Units  Estimated Accuracy
 EM0019;SPC OK S     -   175,690.      567,380.      MT  (+/- 180 meters Scaled)
 EM0019
 EM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND587639(NAD 83)
 EM0019
 EM0019                          SUPERSEDED SURVEY CONTROL
 EM0019
 EM0019  NGVD 29 (??/??/92)  394.997  (m)         1295.92   (f) ADJ UNCH    2 0
 EM0019
 EM0019.Superseded values are not recommended for survey control.
 EM0019
 EM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0019.See file dsdata.pdf to determine how the superseded data were derived.
 EM0019
 EM0019_MARKER: DB = BENCH MARK DISK
 EM0019_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0019_STAMPING: U 153 1934
 EM0019_MARK LOGO: CGS
 EM0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0019
 EM0019  HISTORY     - Date     Condition        Report By
 EM0019  HISTORY     - 1934     MONUMENTED       CGS
 EM0019  HISTORY     - 1963     GOOD             CGS
 EM0019  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0019
 EM0019                          STATION DESCRIPTION
 EM0019
 EM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0019'1.8 MI NE FROM APACHE.
 EM0019'1.8 MILE NORTHEAST OF, ALONG C.R.I. AND P.RY, FROM STATION 370 FEET
 EM0019'NORTHEAST OF NORTHEAST END OF RAILROAD TRESTLE NO. 4742.  135 FEET
 EM0019'SOUTHWEST OF 4TH TELEGRAPH POLE SOUTHWEST OF MILEPOST 474.  105 FEET
 EM0019'SOUTHWEST OF CENTERLINE OF HIGHWAY CROSSING.  73 FEET WEST OF
 EM0019'CENTERLINE OF U.S. HWY. 62.  47.9 FEET EAST OF TELEPHONE POLE.  36.8
 EM0019'FEET NORTHWEST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC
 EM0019'R.R.TRACK.  3.5 FEET NORTHEAST OF R/W CROSS FENCE.  TABLET SET IN
 EM0019'PRECAST CONCRETE POST.
 EM0019
 EM0019                          STATION RECOVERY (1963)
 EM0019
 EM0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0019'RECOVERED IN GOOD CONDITION.
 EM0019
 EM0019                          STATION RECOVERY (1987)
 EM0019
 EM0019'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0209 ***********************************************************************
 EL0209  DESIGNATION -  U 156
 EL0209  PID         -  EL0209
 EL0209  STATE/COUNTY-  OK/MARSHALL
 EL0209  COUNTRY     -  US
 EL0209  USGS QUAD   -  RAVIA (2018)
 EL0209
 EL0209                         *CURRENT SURVEY CONTROL
 EL0209  ______________________________________________________________________
 EL0209* NAD 83(1986) POSITION- 34 09 34.     (N) 096 45 30.     (W)   SCALED
 EL0209* NAVD 88 ORTHO HEIGHT -   218.790 (meters)      717.81  (feet) ADJUSTED
 EL0209  ______________________________________________________________________
 EL0209  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 EL0209  DYNAMIC HEIGHT  -        218.566 (meters)      717.08  (feet) COMP
 EL0209  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 EL0209
 EL0209  VERT ORDER      -  SECOND    CLASS 0
 EL0209
 EL0209.The horizontal coordinates were scaled from a map and have
 EL0209.an estimated accuracy of +/- 6 seconds.
 EL0209
 EL0209.The orthometric height was determined by differential leveling and
 EL0209.adjusted by the NATIONAL GEODETIC SURVEY
 EL0209.in June 1991.
 EL0209
 EL0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0209.GEOID18 height accuracy estimate available here.
 EL0209
 EL0209.Click photographs - Photos may exist for this station.
 EL0209
 EL0209.The dynamic height is computed by dividing the NAVD 88
 EL0209.geopotential number by the normal gravity value computed on the
 EL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0209.degrees latitude (g = 980.6199 gals.).
 EL0209
 EL0209.The modeled gravity was interpolated from observed gravity values.
 EL0209
 EL0209;                    North         East    Units  Estimated Accuracy
 EL0209;SPC OK S     -    92,340.      714,490.      MT  (+/- 180 meters Scaled)
 EL0209
 EL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC066821(NAD 83)
 EL0209
 EL0209                          SUPERSEDED SURVEY CONTROL
 EL0209
 EL0209  NGVD 29 (??/??/92)  218.738  (m)          717.64   (f) ADJ UNCH    2 0
 EL0209
 EL0209.Superseded values are not recommended for survey control.
 EL0209
 EL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0209.See file dsdata.pdf to determine how the superseded data were derived.
 EL0209
 EL0209_MARKER: DB = BENCH MARK DISK
 EL0209_SETTING: 66 = SET IN ROCK OUTCROP
 EL0209_STAMPING: U 156 1934
 EL0209_MARK LOGO: CGS
 EL0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0209+STABILITY: POSITION/ELEVATION WELL
 EL0209
 EL0209  HISTORY     - Date     Condition        Report By
 EL0209  HISTORY     - 1934     MONUMENTED       CGS
 EL0209
 EL0209                          STATION DESCRIPTION
 EL0209
 EL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0209'2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0209'THE STATION AT RANDOLPH, MARSHALL COUNTY, 15.4 FEET NORTHWEST
 EL0209'OF THE FOURTH POLE NORTH OF MILEPOST 598, 48 FEET SOUTHWEST OF
 EL0209'POLE 13264, IN A ROCKY BANK OF A SHORT ROCK CUT, 23.6 FEET EAST
 EL0209'OF THE CENTERLINE OF THE TRACK, IN A 4.5-FOOT SQUARE BOULDER,
 EL0209'ABOUT 2.5 FEET HIGHER THAN THE TOP OF THE RAIL, AND ABOUT 1.5
 EL0209'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED U 156 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0018 ***********************************************************************
 EL0018  DESIGNATION -  U 158
 EL0018  PID         -  EL0018
 EL0018  STATE/COUNTY-  OK/COAL
 EL0018  COUNTRY     -  US
 EL0018  USGS QUAD   -  COALGATE (2018)
 EL0018
 EL0018                         *CURRENT SURVEY CONTROL
 EL0018  ______________________________________________________________________
 EL0018* NAD 83(1986) POSITION- 34 34 34.     (N) 096 10 22.     (W)   SCALED
 EL0018* NAVD 88 ORTHO HEIGHT -   181.300 (meters)      594.82  (feet) ADJUSTED
 EL0018  ______________________________________________________________________
 EL0018  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 EL0018  DYNAMIC HEIGHT  -        181.118 (meters)      594.22  (feet) COMP
 EL0018  MODELED GRAVITY -    979,624.3   (mgal)                       NAVD 88
 EL0018
 EL0018  VERT ORDER      -  SECOND    CLASS 0
 EL0018
 EL0018.The horizontal coordinates were scaled from a map and have
 EL0018.an estimated accuracy of +/- 6 seconds.
 EL0018
 EL0018.The orthometric height was determined by differential leveling and
 EL0018.adjusted by the NATIONAL GEODETIC SURVEY
 EL0018.in June 1991.
 EL0018
 EL0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0018.GEOID18 height accuracy estimate available here.
 EL0018
 EL0018.Click photographs - Photos may exist for this station.
 EL0018
 EL0018.The dynamic height is computed by dividing the NAVD 88
 EL0018.geopotential number by the normal gravity value computed on the
 EL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0018.degrees latitude (g = 980.6199 gals.).
 EL0018
 EL0018.The modeled gravity was interpolated from observed gravity values.
 EL0018
 EL0018;                    North         East    Units  Estimated Accuracy
 EL0018;SPC OK S     -   139,370.      767,640.      MT  (+/- 180 meters Scaled)
 EL0018
 EL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD593296(NAD 83)
 EL0018
 EL0018                          SUPERSEDED SURVEY CONTROL
 EL0018
 EL0018  NGVD 29 (??/??/92)  181.224  (m)          594.57   (f) ADJ UNCH    2 0
 EL0018
 EL0018.Superseded values are not recommended for survey control.
 EL0018
 EL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0018.See file dsdata.pdf to determine how the superseded data were derived.
 EL0018
 EL0018_MARKER: DB = BENCH MARK DISK
 EL0018_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0018_STAMPING: U 158 1934
 EL0018_MARK LOGO: CGS
 EL0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0018
 EL0018  HISTORY     - Date     Condition        Report By
 EL0018  HISTORY     - 1934     MONUMENTED       CGS
 EL0018  HISTORY     - 19960229 GOOD             OKDOT
 EL0018
 EL0018                          STATION DESCRIPTION
 EL0018
 EL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0018'2.5 MI SW FROM CAIRO.
 EL0018'ABOUT 2.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0018'PACIFIC RAILWAY FROM THE SCHOOL AT CAIRO, COAL COUNTY, 17.4 FEET
 EL0018'NORTHWEST OF MILEPOST 39+15, ABOUT 0.5 MILE NORTHEAST OF A STEEL
 EL0018'BRIDGE, ABOUT 0.2 MILE NORTHEAST OF A SMALL FARMHOUSE ON THE
 EL0018'NORTHWEST SIDE OF A ROAD, ABOUT 400 FEET SOUTHWEST OF A ROAD
 EL0018'CROSSING AND A GATEWAY IN THE RIGHT-OF-WAY FENCE, 47 FEET
 EL0018'NORTHWEST OF THE CENTER LINE OF THE TRACK, 23 FEET SOUTHEAST OF
 EL0018'THE CENTER LINE OF A ROAD PARALLELING THE TRACK, AND 3.2 FEET
 EL0018'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EL0018'U 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EL0018
 EL0018                          STATION RECOVERY (1996)
 EL0018
 EL0018'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (BW)
 EL0018'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0634 ***********************************************************************
 EK0634  DESIGNATION -  U 159
 EK0634  PID         -  EK0634
 EK0634  STATE/COUNTY-  OK/PITTSBURG
 EK0634  COUNTRY     -  US
 EK0634  USGS QUAD   -  HARTSHORNE (2018)
 EK0634
 EK0634                         *CURRENT SURVEY CONTROL
 EK0634  ______________________________________________________________________
 EK0634* NAD 83(1986) POSITION- 34 51 32.     (N) 095 34 51.     (W)   SCALED
 EK0634* NAVD 88 ORTHO HEIGHT -   187.973 (meters)      616.71  (feet) ADJUSTED
 EK0634  ______________________________________________________________________
 EK0634  GEOID HEIGHT    -        -30.652 (meters)                     GEOID18
 EK0634  DYNAMIC HEIGHT  -        187.780 (meters)      616.07  (feet) COMP
 EK0634  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 EK0634
 EK0634  VERT ORDER      -  SECOND    CLASS 0
 EK0634
 EK0634.The horizontal coordinates were scaled from a map and have
 EK0634.an estimated accuracy of +/- 6 seconds.
 EK0634
 EK0634.The orthometric height was determined by differential leveling and
 EK0634.adjusted by the NATIONAL GEODETIC SURVEY
 EK0634.in June 1991.
 EK0634
 EK0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0634.GEOID18 height accuracy estimate available here.
 EK0634
 EK0634.Click photographs - Photos may exist for this station.
 EK0634
 EK0634.The dynamic height is computed by dividing the NAVD 88
 EK0634.geopotential number by the normal gravity value computed on the
 EK0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0634.degrees latitude (g = 980.6199 gals.).
 EK0634
 EK0634.The modeled gravity was interpolated from observed gravity values.
 EK0634
 EK0634;                    North         East    Units  Estimated Accuracy
 EK0634;SPC OK S     -   171,870.      821,190.      MT  (+/- 180 meters Scaled)
 EK0634
 EK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU640604(NAD 83)
 EK0634
 EK0634                          SUPERSEDED SURVEY CONTROL
 EK0634
 EK0634  NGVD 29 (??/??/92)  187.868  (m)          616.36   (f) ADJ UNCH    2 0
 EK0634
 EK0634.Superseded values are not recommended for survey control.
 EK0634
 EK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0634.See file dsdata.pdf to determine how the superseded data were derived.
 EK0634
 EK0634_MARKER: DB = BENCH MARK DISK
 EK0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0634_SP_SET: UNDERPASS COPING
 EK0634_STAMPING: U 159 1934
 EK0634_MARK LOGO: CGS
 EK0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0634
 EK0634  HISTORY     - Date     Condition        Report By
 EK0634  HISTORY     - 1934     MONUMENTED       CGS
 EK0634  HISTORY     - 1966     MARK NOT FOUND   USGS
 EK0634
 EK0634                          STATION DESCRIPTION
 EK0634
 EK0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0634'AT HAILEYVILLE.
 EK0634'AT THE NORTHWEST END OF HAILEYVILLE, PITTSBURG COUNTY, ON THE
 EK0634'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AT THE UNDERPASS OF
 EK0634'U.S. HIGHWAY 270, IN THE SOUTH CORNER OF THE TOP COPING STONE,
 EK0634'11 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT
 EK0634'15 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 EK0634'U 159 1934.
 EK0634
 EK0634                          STATION RECOVERY (1966)
 EK0634
 EK0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EK0634'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0687 ***********************************************************************
 FH0687  DESIGNATION -  U 16
 FH0687  PID         -  FH0687
 FH0687  STATE/COUNTY-  OK/PITTSBURG
 FH0687  COUNTRY     -  US
 FH0687  USGS QUAD   -  CROWDER (2018)
 FH0687
 FH0687                         *CURRENT SURVEY CONTROL
 FH0687  ______________________________________________________________________
 FH0687* NAD 83(1986) POSITION- 35 04 54.     (N) 095 42 10.     (W)   SCALED
 FH0687* NAVD 88 ORTHO HEIGHT -   179.906 (meters)      590.24  (feet) ADJUSTED
 FH0687  ______________________________________________________________________
 FH0687  GEOID HEIGHT    -        -30.061 (meters)                     GEOID18
 FH0687  DYNAMIC HEIGHT  -        179.728 (meters)      589.66  (feet) COMP
 FH0687  MODELED GRAVITY -    979,642.6   (mgal)                       NAVD 88
 FH0687
 FH0687  VERT ORDER      -  FIRST     CLASS II
 FH0687
 FH0687.The horizontal coordinates were scaled from a map and have
 FH0687.an estimated accuracy of +/- 6 seconds.
 FH0687
 FH0687.The orthometric height was determined by differential leveling and
 FH0687.adjusted by the NATIONAL GEODETIC SURVEY
 FH0687.in June 1991.
 FH0687
 FH0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0687.GEOID18 height accuracy estimate available here.
 FH0687
 FH0687.Click photographs - Photos may exist for this station.
 FH0687
 FH0687.The dynamic height is computed by dividing the NAVD 88
 FH0687.geopotential number by the normal gravity value computed on the
 FH0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0687.degrees latitude (g = 980.6199 gals.).
 FH0687
 FH0687.The modeled gravity was interpolated from observed gravity values.
 FH0687
 FH0687;                    North         East    Units  Estimated Accuracy
 FH0687;SPC OK S     -   196,320.      809,480.      MT  (+/- 180 meters Scaled)
 FH0687
 FH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU535854(NAD 83)
 FH0687
 FH0687                          SUPERSEDED SURVEY CONTROL
 FH0687
 FH0687  NGVD 29 (??/??/92)  179.800  (m)          589.89   (f) ADJ UNCH    1 2
 FH0687
 FH0687.Superseded values are not recommended for survey control.
 FH0687
 FH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0687.See file dsdata.pdf to determine how the superseded data were derived.
 FH0687
 FH0687_MARKER: DB = BENCH MARK DISK
 FH0687_STAMPING: U 16 1933
 FH0687_MARK LOGO: CGS
 FH0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0687
 FH0687  HISTORY     - Date     Condition        Report By
 FH0687  HISTORY     - 1933     MONUMENTED       CGS
 FH0687
 FH0687                          STATION DESCRIPTION
 FH0687
 FH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0687'3.3 MI S FROM CROWDER.
 FH0687'3.3 MILES SOUTH OF CROWDER ON THE M-K-T RAILROAD, ABOUT 0.3 MILE
 FH0687'NORTH OF MILE POLE 555, 365 FEET SOUTH OF SEMAPHORES MARKED
 FH0687'554.6, 554.7, 65 FEET EAST OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0455 ***********************************************************************
 EK0455  DESIGNATION -  U 160
 EK0455  PID         -  EK0455
 EK0455  STATE/COUNTY-  OK/LATIMER
 EK0455  COUNTRY     -  US
 EK0455  USGS QUAD   -  RED OAK (2018)
 EK0455
 EK0455                         *CURRENT SURVEY CONTROL
 EK0455  ______________________________________________________________________
 EK0455* NAD 83(1986) POSITION- 34 57 01.09   (N) 095 04 50.93   (W)   HD_HELD1
 EK0455* NAVD 88 ORTHO HEIGHT -   180.593 (meters)      592.50  (feet) ADJUSTED
 EK0455  ______________________________________________________________________
 EK0455  GEOID HEIGHT    -        -31.486 (meters)                     GEOID18
 EK0455  DYNAMIC HEIGHT  -        180.407 (meters)      591.89  (feet) COMP
 EK0455  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 EK0455
 EK0455  VERT ORDER      -  SECOND    CLASS 0
 EK0455
 EK0455.The horizontal coordinates were determined by differentially corrected
 EK0455.hand held GPS observations or other comparable positioning techniques
 EK0455.and have an estimated accuracy of +/- 3 meters.
 EK0455
 EK0455.The orthometric height was determined by differential leveling and
 EK0455.adjusted by the NATIONAL GEODETIC SURVEY
 EK0455.in June 1991.
 EK0455
 EK0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0455.GEOID18 height accuracy estimate available here.
 EK0455
 EK0455.Click photographs - Photos may exist for this station.
 EK0455
 EK0455.The dynamic height is computed by dividing the NAVD 88
 EK0455.geopotential number by the normal gravity value computed on the
 EK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0455.degrees latitude (g = 980.6199 gals.).
 EK0455
 EK0455.The modeled gravity was interpolated from observed gravity values.
 EK0455
 EK0455;                    North         East    Units  Estimated Accuracy
 EK0455;SPC OK S     -   183,217.3     866,599.4     MT  (+/- 3 meters HH1 GPS) 
 EK0455
 EK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU0999369508(NAD 83)
 EK0455
 EK0455                          SUPERSEDED SURVEY CONTROL
 EK0455
 EK0455  NGVD 29 (??/??/92)  180.482  (m)          592.13   (f) ADJ UNCH    2 0
 EK0455
 EK0455.Superseded values are not recommended for survey control.
 EK0455
 EK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0455.See file dsdata.pdf to determine how the superseded data were derived.
 EK0455
 EK0455_MARKER: DB = BENCH MARK DISK
 EK0455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0455_STAMPING: U 160 1934
 EK0455_MARK LOGO: CGS
 EK0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0455
 EK0455  HISTORY     - Date     Condition        Report By
 EK0455  HISTORY     - 1934     MONUMENTED       CGS
 EK0455  HISTORY     - 1963     GOOD             CGS
 EK0455  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EK0455
 EK0455                          STATION DESCRIPTION
 EK0455
 EK0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0455'AT RED OAK.
 EK0455'AT RED OAK, LATIMER COUNTY, 23.8 FEET WEST OF THE WEST END OF THE
 EK0455'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 7K.3 FEET
 EK0455'SOUTHWEST OF MILEPOST 322+10, 82 FEET WEST OF THE STATION
 EK0455'SEMAPHORE, 11.2 FEET NORTH OF THE NORTH SIDE OF A COAL SHED, AND
 EK0455'20.6 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 EK0455'DISK, STAMPED U 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0455
 EK0455                          STATION RECOVERY (1963)
 EK0455
 EK0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EK0455'RECOVERED IN GOOD CONDITION.
 EK0455
 EK0455                          STATION RECOVERY (1988)
 EK0455
 EK0455'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0455'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0696 ***********************************************************************
 FH0696  DESIGNATION -  U 161
 FH0696  PID         -  FH0696
 FH0696  STATE/COUNTY-  OK/MUSKOGEE
 FH0696  COUNTRY     -  US
 FH0696  USGS QUAD   -  BOYNTON (2018)
 FH0696
 FH0696                         *CURRENT SURVEY CONTROL
 FH0696  ______________________________________________________________________
 FH0696* NAD 83(1986) POSITION- 35 38 43.     (N) 095 39 32.     (W)   SCALED
 FH0696* NAVD 88 ORTHO HEIGHT -   192.675 (meters)      632.13  (feet) ADJUSTED
 FH0696  ______________________________________________________________________
 FH0696  GEOID HEIGHT    -        -29.476 (meters)                     GEOID18
 FH0696  DYNAMIC HEIGHT  -        192.497 (meters)      631.55  (feet) COMP
 FH0696  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 FH0696
 FH0696  VERT ORDER      -  SECOND    CLASS 0
 FH0696
 FH0696.The horizontal coordinates were scaled from a map and have
 FH0696.an estimated accuracy of +/- 6 seconds.
 FH0696
 FH0696.The orthometric height was determined by differential leveling and
 FH0696.adjusted by the NATIONAL GEODETIC SURVEY
 FH0696.in June 1991.
 FH0696
 FH0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0696.GEOID18 height accuracy estimate available here.
 FH0696
 FH0696.Click photographs - Photos may exist for this station.
 FH0696
 FH0696.The dynamic height is computed by dividing the NAVD 88
 FH0696.geopotential number by the normal gravity value computed on the
 FH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0696.degrees latitude (g = 980.6199 gals.).
 FH0696
 FH0696.The modeled gravity was interpolated from observed gravity values.
 FH0696
 FH0696;                    North         East    Units  Estimated Accuracy
 FH0696;SPC OK N     -    74,150.      812,000.      MT  (+/- 180 meters Scaled)
 FH0696
 FH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV592478(NAD 83)
 FH0696
 FH0696                          SUPERSEDED SURVEY CONTROL
 FH0696
 FH0696  NGVD 29 (??/??/92)  192.562  (m)          631.76   (f) ADJ UNCH    2 0
 FH0696
 FH0696.Superseded values are not recommended for survey control.
 FH0696
 FH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0696.See file dsdata.pdf to determine how the superseded data were derived.
 FH0696
 FH0696_MARKER: DB = BENCH MARK DISK
 FH0696_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0696+WITH SETTING: PAVEMENT
 FH0696_SP_SET: COLUMN
 FH0696_STAMPING: U 161 1934
 FH0696_MARK LOGO: CGS
 FH0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0696+STABILITY: SURFACE MOTION
 FH0696
 FH0696  HISTORY     - Date     Condition        Report By
 FH0696  HISTORY     - 1934     MONUMENTED       CGS
 FH0696  HISTORY     - 1960     GOOD             CGS
 FH0696
 FH0696                          STATION DESCRIPTION
 FH0696
 FH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0696'IN BOYNTON.
 FH0696'IN THE TOWN OF, AT BOYNTON HIGH SCHOOL.  6.4 FEET SOUTH OF
 FH0696'CENTERLINE OF WEST FRONT ENTRANCE, 4.8 FEET ABOVE LEVEL OF GROUND,
 FH0696'BRONZE TABLET SET VERTICALLY IN SOUTH COLUMN TO ARCH OVER
 FH0696'WEST FRONT ENTRANCE TO BOYNTON HIGH SCHOOL.
 FH0696
 FH0696                          STATION RECOVERY (1960)
 FH0696
 FH0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0707 ***********************************************************************
 FH0707  DESIGNATION -  U 162
 FH0707  PID         -  FH0707
 FH0707  STATE/COUNTY-  OK/OKMULGEE
 FH0707  COUNTRY     -  US
 FH0707  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH0707
 FH0707                         *CURRENT SURVEY CONTROL
 FH0707  ______________________________________________________________________
 FH0707* NAD 83(1986) POSITION- 35 38 15.     (N) 095 55 59.     (W)   SCALED
 FH0707* NAVD 88 ORTHO HEIGHT -   213.325 (meters)      699.88  (feet) ADJUSTED
 FH0707  ______________________________________________________________________
 FH0707  GEOID HEIGHT    -        -29.139 (meters)                     GEOID18
 FH0707  DYNAMIC HEIGHT  -        213.127 (meters)      699.23  (feet) COMP
 FH0707  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 FH0707
 FH0707  VERT ORDER      -  SECOND    CLASS 0
 FH0707
 FH0707.The horizontal coordinates were scaled from a map and have
 FH0707.an estimated accuracy of +/- 6 seconds.
 FH0707
 FH0707.The orthometric height was determined by differential leveling and
 FH0707.adjusted by the NATIONAL GEODETIC SURVEY
 FH0707.in June 1991.
 FH0707
 FH0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0707.GEOID18 height accuracy estimate available here.
 FH0707
 FH0707.Click photographs - Photos may exist for this station.
 FH0707
 FH0707.The dynamic height is computed by dividing the NAVD 88
 FH0707.geopotential number by the normal gravity value computed on the
 FH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0707.degrees latitude (g = 980.6199 gals.).
 FH0707
 FH0707.The modeled gravity was interpolated from observed gravity values.
 FH0707
 FH0707;                    North         East    Units  Estimated Accuracy
 FH0707;SPC OK N     -    72,730.      787,200.      MT  (+/- 180 meters Scaled)
 FH0707
 FH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV344477(NAD 83)
 FH0707
 FH0707                          SUPERSEDED SURVEY CONTROL
 FH0707
 FH0707  NGVD 29 (??/??/92)  213.214  (m)          699.52   (f) ADJ UNCH    2 0
 FH0707
 FH0707.Superseded values are not recommended for survey control.
 FH0707
 FH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0707.See file dsdata.pdf to determine how the superseded data were derived.
 FH0707
 FH0707_MARKER: DB = BENCH MARK DISK
 FH0707_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0707_STAMPING: U 162 1934
 FH0707_MARK LOGO: CGS
 FH0707_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0707+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2022
 FH0707
 FH0707  HISTORY     - Date     Condition        Report By
 FH0707  HISTORY     - 1934     MONUMENTED       CGS
 FH0707  HISTORY     - 19970429 GOOD             NGS
 FH0707  HISTORY     - 20220213 GOOD             OKDOT
 FH0707
 FH0707                          STATION DESCRIPTION
 FH0707
 FH0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0707'2.7 MI E FROM OKMULGEE.
 FH0707'2.7 MILES EAST OF, ALONG S.L. AND S.F. RY. FROM STATION.  ABOUT
 FH0707'110 FEET EAST OF MILE POLE 492-25, 55 FEET NORTH OF INTERSECTION
 FH0707'OF CENTERLINES OF OIL ROAD WITH RAILROAD, 48.1 FEET NORTH OF
 FH0707'CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 3.4 FEET SOUTHWEST
 FH0707'OF NORTHEAST CORNER OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0707'POST.
 FH0707
 FH0707                          STATION RECOVERY (1997)
 FH0707
 FH0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0707'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 FH0707'U.S.  HIGHWAY 62 IN MORRIS, THENCE 6.6 KM (4.10 MI) WESTERLY ALONG A
 FH0707'PAVED ROAD, 10.0 M (32.8 FT) NORTHWEST OF THE ROAD CENTER AT A CURVE
 FH0707'IN THE ROAD, 2.7 M (8.9 FT) SOUTH OF THE EXTENDEDE CENTER OF THE ROAD,
 FH0707'1.0 M (3.3 FT) WEST OF THE EXTENDED CENTER OF THE ROAD, 0.9 M (3.0 FT)
 FH0707'SOUTH OF THE SOUTH END OF A CHAIN-LINK FENCE AND A WITNESS POST, 0.3 M
 FH0707'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 FH0707'(0.3 FT) ABOVE THE GROUND SURFACE.
 FH0707
 FH0707                          STATION RECOVERY (2022)
 FH0707
 FH0707'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FH0707'WOULD HAVE TO CUT DOWN APROX.  5 LARGE TREES TO MADE IT SUITABLE FOR
 FH0707'SURVEY GRADE GPS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0258 ***********************************************************************
 GG0258  DESIGNATION -  U 163
 GG0258  PID         -  GG0258
 GG0258  STATE/COUNTY-  OK/OTTAWA
 GG0258  COUNTRY     -  US
 GG0258  USGS QUAD   -  AFTON (2018)
 GG0258
 GG0258                         *CURRENT SURVEY CONTROL
 GG0258  ______________________________________________________________________
 GG0258* NAD 83(1986) POSITION- 36 44 04.32   (N) 094 52 49.38   (W)   HD_HELD1
 GG0258* NAVD 88 ORTHO HEIGHT -   248.577 (meters)      815.54  (feet) ADJUSTED
 GG0258  ______________________________________________________________________
 GG0258  GEOID HEIGHT    -        -29.221 (meters)                     GEOID18
 GG0258  DYNAMIC HEIGHT  -        248.372 (meters)      814.87  (feet) COMP
 GG0258  MODELED GRAVITY -    979,799.2   (mgal)                       NAVD 88
 GG0258
 GG0258  VERT ORDER      -  SECOND    CLASS 0
 GG0258
 GG0258.The horizontal coordinates were determined by differentially corrected
 GG0258.hand held GPS observations or other comparable positioning techniques
 GG0258.and have an estimated accuracy of +/- 3 meters.
 GG0258
 GG0258.The orthometric height was determined by differential leveling and
 GG0258.adjusted by the NATIONAL GEODETIC SURVEY
 GG0258.in June 1991.
 GG0258
 GG0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0258.GEOID18 height accuracy estimate available here.
 GG0258
 GG0258.Click photographs - Photos may exist for this station.
 GG0258
 GG0258.The dynamic height is computed by dividing the NAVD 88
 GG0258.geopotential number by the normal gravity value computed on the
 GG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0258.degrees latitude (g = 980.6199 gals.).
 GG0258
 GG0258.The modeled gravity was interpolated from observed gravity values.
 GG0258
 GG0258;                    North         East    Units  Estimated Accuracy
 GG0258;SPC OK N     -   196,933.6     878,595.1     MT  (+/- 3 meters HH1 GPS) 
 GG0258
 GG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3210267072(NAD 83)
 GG0258
 GG0258                          SUPERSEDED SURVEY CONTROL
 GG0258
 GG0258  NGVD 29 (??/??/92)  248.470  (m)          815.19   (f) ADJ UNCH    2 0
 GG0258
 GG0258.Superseded values are not recommended for survey control.
 GG0258
 GG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0258.See file dsdata.pdf to determine how the superseded data were derived.
 GG0258
 GG0258_MARKER: DB = BENCH MARK DISK
 GG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0258_STAMPING: U 163 1934
 GG0258_MARK LOGO: CGS
 GG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0258+STABILITY: SURFACE MOTION
 GG0258
 GG0258  HISTORY     - Date     Condition        Report By
 GG0258  HISTORY     - 1934     MONUMENTED       CGS
 GG0258  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0258
 GG0258                          STATION DESCRIPTION
 GG0258
 GG0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0258'2.1 MI SW FROM FAIRLAND.
 GG0258'2.1 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0258'FROM THE STATION AT FAIRLAND, OTTAWA COUNTY, 0.8 MILE NORTHEAST
 GG0258'OF THE SIDING AT SURLIS, 145 FEET NORTHWEST OF POLE 342+25, 1000
 GG0258'FEET NORTHEAST OF DOUBLE SEMAPHORE 3428 AND 3429, 140 FEET
 GG0258'WEST OF THE NORTHWEST END OF A CONCRETE CULVERT, AND 99 FEET
 GG0258'NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 GG0258'STAMPED U 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0258
 GG0258                          STATION RECOVERY (1988)
 GG0258
 GG0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0421 ***********************************************************************
 FH0421  DESIGNATION -  U 164
 FH0421  PID         -  FH0421
 FH0421  STATE/COUNTY-  OK/CHEROKEE
 FH0421  COUNTRY     -  US
 FH0421  USGS QUAD   -  TAHLEQUAH (2019)
 FH0421
 FH0421                         *CURRENT SURVEY CONTROL
 FH0421  ______________________________________________________________________
 FH0421* NAD 83(1986) POSITION- 35 52 48.     (N) 094 53 52.     (W)   SCALED
 FH0421* NAVD 88 ORTHO HEIGHT -   225.491 (meters)      739.80  (feet) ADJUSTED
 FH0421  ______________________________________________________________________
 FH0421  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 FH0421  DYNAMIC HEIGHT  -        225.290 (meters)      739.14  (feet) COMP
 FH0421  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 FH0421
 FH0421  VERT ORDER      -  SECOND    CLASS 0
 FH0421
 FH0421.The horizontal coordinates were scaled from a map and have
 FH0421.an estimated accuracy of +/- 6 seconds.
 FH0421
 FH0421.The orthometric height was determined by differential leveling and
 FH0421.adjusted by the NATIONAL GEODETIC SURVEY
 FH0421.in June 1991.
 FH0421
 FH0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0421.GEOID18 height accuracy estimate available here.
 FH0421
 FH0421.Click photographs - Photos may exist for this station.
 FH0421
 FH0421.The dynamic height is computed by dividing the NAVD 88
 FH0421.geopotential number by the normal gravity value computed on the
 FH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0421.degrees latitude (g = 980.6199 gals.).
 FH0421
 FH0421.The modeled gravity was interpolated from observed gravity values.
 FH0421
 FH0421;                    North         East    Units  Estimated Accuracy
 FH0421;SPC OK N     -   102,110.      880,070.      MT  (+/- 180 meters Scaled)
 FH0421
 FH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV286723(NAD 83)
 FH0421
 FH0421                          SUPERSEDED SURVEY CONTROL
 FH0421
 FH0421  NGVD 29 (??/??/92)  225.354  (m)          739.35   (f) ADJ UNCH    2 0
 FH0421
 FH0421.Superseded values are not recommended for survey control.
 FH0421
 FH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0421.See file dsdata.pdf to determine how the superseded data were derived.
 FH0421
 FH0421_MARKER: DB = BENCH MARK DISK
 FH0421_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0421_STAMPING: U 164 1934
 FH0421_MARK LOGO: CGS
 FH0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0421
 FH0421  HISTORY     - Date     Condition        Report By
 FH0421  HISTORY     - 1934     MONUMENTED       CGS
 FH0421
 FH0421                          STATION DESCRIPTION
 FH0421
 FH0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0421'AT WELLING.
 FH0421'AT WELLING, ALONG ST.L. AND S.F.RY. FROM STATION 250 FEET
 FH0421'NORTHEAST OF NORTHEAST END OF WOODEN RY. TRESTLE 411.0, 125
 FH0421'FEET NORTHEAST OF NORTHEAST END OF ST. LOUIS AND SAN FRANCISCO
 FH0421'RY. STATION, 28.3 FEET NORTHWEST OF CENTERLINE OF MAIN LINE
 FH0421'TRACK OF ST. L. AND S.F.RY., 5.9 FEET SOUTHWEST OF M.P. 411.
 FH0421'TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0293 ***********************************************************************
 EK0293  DESIGNATION -  U 165
 EK0293  PID         -  EK0293
 EK0293  STATE/COUNTY-  OK/MCCURTAIN
 EK0293  COUNTRY     -  US
 EK0293  USGS QUAD   -  BROKEN BOW (2018)
 EK0293
 EK0293                         *CURRENT SURVEY CONTROL
 EK0293  ______________________________________________________________________
 EK0293* NAD 83(1986) POSITION- 34 01 34.     (N) 094 44 18.     (W)   SCALED
 EK0293* NAVD 88 ORTHO HEIGHT -   142.424 (meters)      467.27  (feet) ADJUSTED
 EK0293  ______________________________________________________________________
 EK0293  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 EK0293  DYNAMIC HEIGHT  -        142.280 (meters)      466.80  (feet) COMP
 EK0293  MODELED GRAVITY -    979,624.0   (mgal)                       NAVD 88
 EK0293
 EK0293  VERT ORDER      -  SECOND    CLASS 0
 EK0293
 EK0293.The horizontal coordinates were scaled from a map and have
 EK0293.an estimated accuracy of +/- 6 seconds.
 EK0293
 EK0293.The orthometric height was determined by differential leveling and
 EK0293.adjusted by the NATIONAL GEODETIC SURVEY
 EK0293.in June 1991.
 EK0293
 EK0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0293.GEOID18 height accuracy estimate available here.
 EK0293
 EK0293.Click photographs - Photos may exist for this station.
 EK0293
 EK0293.The dynamic height is computed by dividing the NAVD 88
 EK0293.geopotential number by the normal gravity value computed on the
 EK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0293.degrees latitude (g = 980.6199 gals.).
 EK0293
 EK0293.The modeled gravity was interpolated from observed gravity values.
 EK0293
 EK0293;                    North         East    Units  Estimated Accuracy
 EK0293;SPC OK S     -    81,710.      901,180.      MT  (+/- 180 meters Scaled)
 EK0293
 EK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT395664(NAD 83)
 EK0293
 EK0293                          SUPERSEDED SURVEY CONTROL
 EK0293
 EK0293  NGVD 29 (??/??/92)  142.399  (m)          467.19   (f) ADJ UNCH    2 0
 EK0293
 EK0293.Superseded values are not recommended for survey control.
 EK0293
 EK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0293.See file dsdata.pdf to determine how the superseded data were derived.
 EK0293
 EK0293_MARKER: DB = BENCH MARK DISK
 EK0293_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0293_STAMPING: U 165 1934
 EK0293_MARK LOGO: CGS
 EK0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0293+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2012
 EK0293
 EK0293  HISTORY     - Date     Condition        Report By
 EK0293  HISTORY     - 1934     MONUMENTED       CGS
 EK0293  HISTORY     - 19960630 GOOD             OKDOT
 EK0293  HISTORY     - 20120810 GOOD             INDIV
 EK0293
 EK0293                          STATION DESCRIPTION
 EK0293
 EK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0293'IN BROKEN BOW.
 EK0293'IN BROKEN BOW, 82 FEET SOUTH OF CENTERLINE OF U.S. HWY. 70,
 EK0293'54 FEET WEST OF WEST END OF DEPOT, 45.3 FEET NORTH OF CENTERLINE
 EK0293'OF T.O. AND E. R.R. MAIN LINE TRACK, 11.3 FEET SOUTH OF CENTERLINE
 EK0293'OF TRACK ON NORTH SIDE OF DEPOT, 2.2 FEET WEST OF TELEGRAPH POLE.
 EK0293'TABLET SET IN PRECAST CONCRETE POST.
 EK0293
 EK0293                          STATION RECOVERY (1996)
 EK0293
 EK0293'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (BW)
 EK0293'RECOVERED AS DESCRIBED.
 EK0293
 EK0293                          STATION RECOVERY (2012)
 EK0293
 EK0293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DLK)
 EK0293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0388 ***********************************************************************
 EK0388  DESIGNATION -  U 166
 EK0388  PID         -  EK0388
 EK0388  STATE/COUNTY-  OK/LE FLORE
 EK0388  COUNTRY     -  US
 EK0388  USGS QUAD   -  SUMMERFIELD (2018)
 EK0388
 EK0388                         *CURRENT SURVEY CONTROL
 EK0388  ______________________________________________________________________
 EK0388* NAD 83(1986) POSITION- 34 57 51.     (N) 094 48 17.     (W)   SCALED
 EK0388* NAVD 88 ORTHO HEIGHT -   164.256 (meters)      538.90  (feet) ADJUSTED
 EK0388  ______________________________________________________________________
 EK0388  GEOID HEIGHT    -        -31.602 (meters)                     GEOID18
 EK0388  DYNAMIC HEIGHT  -        164.087 (meters)      538.34  (feet) COMP
 EK0388  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 EK0388
 EK0388  VERT ORDER      -  SECOND    CLASS 0
 EK0388
 EK0388.The horizontal coordinates were scaled from a map and have
 EK0388.an estimated accuracy of +/- 6 seconds.
 EK0388
 EK0388.The orthometric height was determined by differential leveling and
 EK0388.adjusted by the NATIONAL GEODETIC SURVEY
 EK0388.in June 1991.
 EK0388
 EK0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0388.GEOID18 height accuracy estimate available here.
 EK0388
 EK0388.Click photographs - Photos may exist for this station.
 EK0388
 EK0388.The dynamic height is computed by dividing the NAVD 88
 EK0388.geopotential number by the normal gravity value computed on the
 EK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0388.degrees latitude (g = 980.6199 gals.).
 EK0388
 EK0388.The modeled gravity was interpolated from observed gravity values.
 EK0388
 EK0388;                    North         East    Units  Estimated Accuracy
 EK0388;SPC OK S     -   185,520.      891,760.      MT  (+/- 180 meters Scaled)
 EK0388
 EK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU352705(NAD 83)
 EK0388
 EK0388                          SUPERSEDED SURVEY CONTROL
 EK0388
 EK0388  NGVD 29 (??/??/92)  164.149  (m)          538.55   (f) ADJ UNCH    2 0
 EK0388
 EK0388.Superseded values are not recommended for survey control.
 EK0388
 EK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0388.See file dsdata.pdf to determine how the superseded data were derived.
 EK0388
 EK0388_MARKER: DB = BENCH MARK DISK
 EK0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0388_STAMPING: U 166 1934
 EK0388_MARK LOGO: CGS
 EK0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0388+STABILITY: SURFACE MOTION
 EK0388
 EK0388  HISTORY     - Date     Condition        Report By
 EK0388  HISTORY     - 1934     MONUMENTED       CGS
 EK0388  HISTORY     - 1959     GOOD             CGS
 EK0388
 EK0388                          STATION DESCRIPTION
 EK0388
 EK0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0388'5.8 MI W FROM WISTER.
 EK0388'ABOUT 5.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0388'RAILWAY FROM THE STATION AT WISTER, LE FLORE COUNTY, 91.6 FEET
 EK0388'SOUTHEAST OF THE FIRST POLE NORTHEAST OF MILEPOST 306+20,
 EK0388'ABOUT 0.3 MILE SOUTHWEST OF A STEEL GIRDER BRIDGE, ABOUT 300
 EK0388'FEET NORTHWEST OF A SMALL SQUARE FARMHOUSE AND A LARGE TIN ROOFED
 EK0388'BARN, AT A ROAD CROSSING, 22 FEET SOUTHWEST OF THE CENTER LINE
 EK0388'OF THE ROAD, 49.5 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 EK0388'AND 2.1 FEET NORTHEAST OF THE RIGHT-OF-WAY CROSS FENCE.  A
 EK0388'STANDARD DISK, STAMPED U 166 1934 AND SET IN THE TOP OF A
 EK0388'CONCRETE POST.
 EK0388
 EK0388                          STATION RECOVERY (1959)
 EK0388
 EK0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0364 ***********************************************************************
 EK0364  DESIGNATION -  U 167
 EK0364  PID         -  EK0364
 EK0364  STATE/COUNTY-  OK/LE FLORE
 EK0364  COUNTRY     -  US
 EK0364  USGS QUAD   -  HONTUBBY (2018)
 EK0364
 EK0364                         *CURRENT SURVEY CONTROL
 EK0364  ______________________________________________________________________
 EK0364* NAD 83(1986) POSITION- 34 48 19.2    (N) 094 37 23.3    (W)   HD_HELD2
 EK0364* NAVD 88 ORTHO HEIGHT -   169.510 (meters)      556.13  (feet) ADJUSTED
 EK0364  ______________________________________________________________________
 EK0364  GEOID HEIGHT    -        -31.579 (meters)                     GEOID18
 EK0364  DYNAMIC HEIGHT  -        169.331 (meters)      555.55  (feet) COMP
 EK0364  MODELED GRAVITY -    979,577.7   (mgal)                       NAVD 88
 EK0364
 EK0364  VERT ORDER      -  SECOND    CLASS 0
 EK0364
 EK0364.The horizontal coordinates were established by autonomous hand held GPS
 EK0364.observations and have an estimated accuracy of +/- 10 meters.
 EK0364
 EK0364.The orthometric height was determined by differential leveling and
 EK0364.adjusted by the NATIONAL GEODETIC SURVEY
 EK0364.in June 1991.
 EK0364
 EK0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0364.GEOID18 height accuracy estimate available here.
 EK0364
 EK0364.Click photographs - Photos may exist for this station.
 EK0364
 EK0364.The dynamic height is computed by dividing the NAVD 88
 EK0364.geopotential number by the normal gravity value computed on the
 EK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0364.degrees latitude (g = 980.6199 gals.).
 EK0364
 EK0364.The modeled gravity was interpolated from observed gravity values.
 EK0364
 EK0364;                    North         East    Units  Estimated Accuracy
 EK0364;SPC OK S     -   168,448.      908,921.      MT  (+/- 10 meters HH2 GPS)
 EK0364
 EK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5152852656(NAD 83)
 EK0364
 EK0364                          SUPERSEDED SURVEY CONTROL
 EK0364
 EK0364  NGVD 29 (??/??/92)  169.409  (m)          555.80   (f) ADJ UNCH    2 0
 EK0364
 EK0364.Superseded values are not recommended for survey control.
 EK0364
 EK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0364.See file dsdata.pdf to determine how the superseded data were derived.
 EK0364
 EK0364_MARKER: DB = BENCH MARK DISK
 EK0364_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EK0364_SP_SET: ABUTMENT
 EK0364_STAMPING: U 167 1934
 EK0364_MARK LOGO: CGS
 EK0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0364+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2011
 EK0364
 EK0364  HISTORY     - Date     Condition        Report By
 EK0364  HISTORY     - 1934     MONUMENTED       CGS
 EK0364  HISTORY     - 1959     GOOD             CGS
 EK0364  HISTORY     - 1977     MARK NOT FOUND   USGS
 EK0364  HISTORY     - 20111206 GOOD             OKDOT
 EK0364
 EK0364                          STATION DESCRIPTION
 EK0364
 EK0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0364'3.9 MI N FROM STAPP.
 EK0364'3.9 MILES NORTH OF, ALONG K.C.S.RY. FROM STATION.  BRONZE TABLET
 EK0364'IN WEST ABUTMENT OF R.R. TRESTLE A-346, 60 FEET NORTHEAST OF
 EK0364'5TH TELEGRAPH POLE EAST OF M.P. 345, 8.3 FEET NORTH OF CENTERLINE
 EK0364'OF KANSAS CITY SOUTHERN R.R. TRACK, 2.5 FEET BELOW TOP OF RAILS.
 EK0364
 EK0364                          STATION RECOVERY (1959)
 EK0364
 EK0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0364'RECOVERED IN GOOD CONDITION.
 EK0364
 EK0364                          STATION RECOVERY (1977)
 EK0364
 EK0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0364'MARK NOT FOUND.
 EK0364
 EK0364                          STATION RECOVERY (2011)
 EK0364
 EK0364'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2011 (JDK)
 EK0364'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0191 ***********************************************************************
 FK0191  DESIGNATION -  U 169
 FK0191  PID         -  FK0191
 FK0191  STATE/COUNTY-  OK/CUSTER
 FK0191  COUNTRY     -  US
 FK0191  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0191
 FK0191                         *CURRENT SURVEY CONTROL
 FK0191  ______________________________________________________________________
 FK0191* NAD 83(1986) POSITION- 35 33 13.     (N) 098 47 48.     (W)   SCALED
 FK0191* NAVD 88 ORTHO HEIGHT -   531.782 (meters)     1744.69  (feet) ADJUSTED
 FK0191  ______________________________________________________________________
 FK0191  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 FK0191  DYNAMIC HEIGHT  -        531.253 (meters)     1742.95  (feet) COMP
 FK0191  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 FK0191
 FK0191  VERT ORDER      -  FIRST     CLASS II
 FK0191
 FK0191.The horizontal coordinates were scaled from a map and have
 FK0191.an estimated accuracy of +/- 6 seconds.
 FK0191
 FK0191.The orthometric height was determined by differential leveling and
 FK0191.adjusted by the NATIONAL GEODETIC SURVEY
 FK0191.in June 1991.
 FK0191
 FK0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0191.GEOID18 height accuracy estimate available here.
 FK0191
 FK0191.Click photographs - Photos may exist for this station.
 FK0191
 FK0191.The dynamic height is computed by dividing the NAVD 88
 FK0191.geopotential number by the normal gravity value computed on the
 FK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0191.degrees latitude (g = 980.6199 gals.).
 FK0191
 FK0191.The modeled gravity was interpolated from observed gravity values.
 FK0191
 FK0191;                    North         East    Units  Estimated Accuracy
 FK0191;SPC OK N     -    61,720.      527,770.      MT  (+/- 180 meters Scaled)
 FK0191
 FK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE184344(NAD 83)
 FK0191
 FK0191                          SUPERSEDED SURVEY CONTROL
 FK0191
 FK0191  NGVD 29 (??/??/92)  531.574  (m)         1744.01   (f) ADJ UNCH    1 2
 FK0191
 FK0191.Superseded values are not recommended for survey control.
 FK0191
 FK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0191.See file dsdata.pdf to determine how the superseded data were derived.
 FK0191
 FK0191_MARKER: DB = BENCH MARK DISK
 FK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0191_STAMPING: U 169 1953
 FK0191_MARK LOGO: CGS
 FK0191_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0191+STABILITY: SURFACE MOTION
 FK0191
 FK0191  HISTORY     - Date     Condition        Report By
 FK0191  HISTORY     - 1953     MONUMENTED       CGS
 FK0191
 FK0191                          STATION DESCRIPTION
 FK0191
 FK0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0191'5.8 MI W FROM WEATHERFORD.
 FK0191'5.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0191'RAILROAD FROM THE STATION AT WEATHERFORD, 15 POLES EAST OF
 FK0191'MILEPOST 569, 46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14.6
 FK0191'FEET SOUTHEAST OF THE CENTER OF A STEEL GATE, 1 FOOT NORTHEAST
 FK0191'OF A FENCE, 3.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 FK0191'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0631 ***********************************************************************
 FJ0631  DESIGNATION -  U 170
 FJ0631  PID         -  FJ0631
 FJ0631  STATE/COUNTY-  OK/CANADIAN
 FJ0631  COUNTRY     -  US
 FJ0631  USGS QUAD   -  EL RENO (2018)
 FJ0631
 FJ0631                         *CURRENT SURVEY CONTROL
 FJ0631  ______________________________________________________________________
 FJ0631* NAD 83(1986) POSITION- 35 33 27.     (N) 097 59 20.     (W)   SCALED
 FJ0631* NAVD 88 ORTHO HEIGHT -   406.177 (meters)     1332.60  (feet) ADJUSTED
 FJ0631  ______________________________________________________________________
 FJ0631  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 FJ0631  DYNAMIC HEIGHT  -        405.782 (meters)     1331.30  (feet) COMP
 FJ0631  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 FJ0631
 FJ0631  VERT ORDER      -  FIRST     CLASS II
 FJ0631
 FJ0631.The horizontal coordinates were scaled from a map and have
 FJ0631.an estimated accuracy of +/- 6 seconds.
 FJ0631
 FJ0631.The orthometric height was determined by differential leveling and
 FJ0631.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0631.in June 1991.
 FJ0631
 FJ0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0631.GEOID18 height accuracy estimate available here.
 FJ0631
 FJ0631.Click photographs - Photos may exist for this station.
 FJ0631
 FJ0631.The dynamic height is computed by dividing the NAVD 88
 FJ0631.geopotential number by the normal gravity value computed on the
 FJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0631.degrees latitude (g = 980.6199 gals.).
 FJ0631
 FJ0631.The modeled gravity was interpolated from observed gravity values.
 FJ0631
 FJ0631;                    North         East    Units  Estimated Accuracy
 FJ0631;SPC OK N     -    61,860.      601,010.      MT  (+/- 180 meters Scaled)
 FJ0631
 FJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE916353(NAD 83)
 FJ0631
 FJ0631                          SUPERSEDED SURVEY CONTROL
 FJ0631
 FJ0631  NGVD 29 (??/??/92)  406.004  (m)         1332.03   (f) ADJ UNCH    1 2
 FJ0631
 FJ0631.Superseded values are not recommended for survey control.
 FJ0631
 FJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0631.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0631
 FJ0631_MARKER: DB = BENCH MARK DISK
 FJ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0631_STAMPING: U 170 1953
 FJ0631_MARK LOGO: CGS
 FJ0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0631+STABILITY: SURFACE MOTION
 FJ0631
 FJ0631  HISTORY     - Date     Condition        Report By
 FJ0631  HISTORY     - 1953     MONUMENTED       CGS
 FJ0631
 FJ0631                          STATION DESCRIPTION
 FJ0631
 FJ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0631'2.4 MI NW FROM EL RENO.
 FJ0631'2.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0631'RAILROAD FROM THE STATION AT EL RENO, 22 FEET EAST OF THE 2ND
 FJ0631'POLE WEST OF MILEPOST 515, 34.8 FEET SOUTH OF THE SOUTH RAIL,
 FJ0631'12.7 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET
 FJ0631'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FJ0631'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0169 ***********************************************************************
 FK0169  DESIGNATION -  U 172
 FK0169  PID         -  FK0169
 FK0169  STATE/COUNTY-  OK/CADDO
 FK0169  COUNTRY     -  US
 FK0169  USGS QUAD   -  HYDRO (2018)
 FK0169
 FK0169                         *CURRENT SURVEY CONTROL
 FK0169  ______________________________________________________________________
 FK0169* NAD 83(1986) POSITION- 35 32 51.     (N) 098 36 58.     (W)   SCALED
 FK0169* NAVD 88 ORTHO HEIGHT -   455.572 (meters)     1494.66  (feet) ADJUSTED
 FK0169  ______________________________________________________________________
 FK0169  GEOID HEIGHT    -        -27.039 (meters)                     GEOID18
 FK0169  DYNAMIC HEIGHT  -        455.121 (meters)     1493.18  (feet) COMP
 FK0169  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 FK0169
 FK0169  VERT ORDER      -  FIRST     CLASS II
 FK0169
 FK0169.The horizontal coordinates were scaled from a map and have
 FK0169.an estimated accuracy of +/- 6 seconds.
 FK0169
 FK0169.The orthometric height was determined by differential leveling and
 FK0169.adjusted by the NATIONAL GEODETIC SURVEY
 FK0169.in June 1991.
 FK0169
 FK0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0169.GEOID18 height accuracy estimate available here.
 FK0169
 FK0169.Click photographs - Photos may exist for this station.
 FK0169
 FK0169.The dynamic height is computed by dividing the NAVD 88
 FK0169.geopotential number by the normal gravity value computed on the
 FK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0169.degrees latitude (g = 980.6199 gals.).
 FK0169
 FK0169.The modeled gravity was interpolated from observed gravity values.
 FK0169
 FK0169;                    North         East    Units  Estimated Accuracy
 FK0169;SPC OK S     -   245,790.      544,130.      MT  (+/- 180 meters Scaled)
 FK0169
 FK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE347338(NAD 83)
 FK0169
 FK0169                          SUPERSEDED SURVEY CONTROL
 FK0169
 FK0169  NGVD 29 (??/??/92)  455.375  (m)         1494.01   (f) ADJ UNCH    1 2
 FK0169
 FK0169.Superseded values are not recommended for survey control.
 FK0169
 FK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0169.See file dsdata.pdf to determine how the superseded data were derived.
 FK0169
 FK0169_MARKER: DB = BENCH MARK DISK
 FK0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0169_SP_SET: BRIDGE
 FK0169_STAMPING: U 172 1953
 FK0169_MARK LOGO: CGS
 FK0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0169
 FK0169  HISTORY     - Date     Condition        Report By
 FK0169  HISTORY     - 1953     MONUMENTED       CGS
 FK0169
 FK0169                          STATION DESCRIPTION
 FK0169
 FK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0169'2.2 MI W FROM HYDRO.
 FK0169'2.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0169'RAILROAD FROM THE STATION AT HYDRO, 7 POLES EAST OF MILEPOST
 FK0169'557, 8.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 5 FEET BELOW
 FK0169'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF
 FK0169'THE NORTHWEST CONCRETE PIER OF BRIDGE 5568.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0297 ***********************************************************************
 FK0297  DESIGNATION -  U 173
 FK0297  PID         -  FK0297
 FK0297  STATE/COUNTY-  OK/CUSTER
 FK0297  COUNTRY     -  US
 FK0297  USGS QUAD   -  STAFFORD (2018)
 FK0297
 FK0297                         *CURRENT SURVEY CONTROL
 FK0297  ______________________________________________________________________
 FK0297* NAD 83(1986) POSITION- 35 30 55.     (N) 099 00 19.     (W)   SCALED
 FK0297* NAVD 88 ORTHO HEIGHT -   469.881 (meters)     1541.60  (feet) ADJUSTED
 FK0297  ______________________________________________________________________
 FK0297  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 FK0297  DYNAMIC HEIGHT  -        469.408 (meters)     1540.05  (feet) COMP
 FK0297  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 FK0297
 FK0297  VERT ORDER      -  FIRST     CLASS II
 FK0297
 FK0297.The horizontal coordinates were scaled from a map and have
 FK0297.an estimated accuracy of +/- 6 seconds.
 FK0297
 FK0297.The orthometric height was determined by differential leveling and
 FK0297.adjusted by the NATIONAL GEODETIC SURVEY
 FK0297.in June 1991.
 FK0297
 FK0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0297.GEOID18 height accuracy estimate available here.
 FK0297
 FK0297.Click photographs - Photos may exist for this station.
 FK0297
 FK0297.The dynamic height is computed by dividing the NAVD 88
 FK0297.geopotential number by the normal gravity value computed on the
 FK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0297.degrees latitude (g = 980.6199 gals.).
 FK0297
 FK0297.The modeled gravity was interpolated from observed gravity values.
 FK0297
 FK0297;                    North         East    Units  Estimated Accuracy
 FK0297;SPC OK N     -    57,640.      508,810.      MT  (+/- 180 meters Scaled)
 FK0297
 FK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME995301(NAD 83)
 FK0297
 FK0297                          SUPERSEDED SURVEY CONTROL
 FK0297
 FK0297  NGVD 29 (??/??/92)  469.671  (m)         1540.91   (f) ADJ UNCH    1 2
 FK0297
 FK0297.Superseded values are not recommended for survey control.
 FK0297
 FK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0297.See file dsdata.pdf to determine how the superseded data were derived.
 FK0297
 FK0297_MARKER: DB = BENCH MARK DISK
 FK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0297_STAMPING: U 173 1953
 FK0297_MARK LOGO: CGS
 FK0297_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0297+STABILITY: SURFACE MOTION
 FK0297
 FK0297  HISTORY     - Date     Condition        Report By
 FK0297  HISTORY     - 1953     MONUMENTED       CGS
 FK0297  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0297
 FK0297                          STATION DESCRIPTION
 FK0297
 FK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0297'2.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0297'RAILROAD FROM THE STATION AT CLINTON, 0.2 MILE NORTHEAST OF
 FK0297'THE CROSSING OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD,
 FK0297'7 1/2 POLES SOUTHWEST OF MILEPOST 583, 77 FEET SOUTH OF THE
 FK0297'CENTER LINE OF A GRAVELED ROAD CROSSING, 46.5 FEET SOUTHEAST
 FK0297'OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A FENCE, 2.6 FEET
 FK0297'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0297'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0297
 FK0297                          STATION RECOVERY (1981)
 FK0297
 FK0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0400 ***********************************************************************
 FK0400  DESIGNATION -  U 175
 FK0400  PID         -  FK0400
 FK0400  STATE/COUNTY-  OK/BECKHAM
 FK0400  COUNTRY     -  US
 FK0400  USGS QUAD   -  DOXEY (2018)
 FK0400
 FK0400                         *CURRENT SURVEY CONTROL
 FK0400  ______________________________________________________________________
 FK0400* NAD 83(1986) POSITION- 35 20 02.     (N) 099 33 42.     (W)   SCALED
 FK0400* NAVD 88 ORTHO HEIGHT -   574.454 (meters)     1884.69  (feet) ADJUSTED
 FK0400  ______________________________________________________________________
 FK0400  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 FK0400  DYNAMIC HEIGHT  -        573.853 (meters)     1882.72  (feet) COMP
 FK0400  MODELED GRAVITY -    979,570.2   (mgal)                       NAVD 88
 FK0400
 FK0400  VERT ORDER      -  FIRST     CLASS II
 FK0400
 FK0400.The horizontal coordinates were scaled from a map and have
 FK0400.an estimated accuracy of +/- 6 seconds.
 FK0400
 FK0400.The orthometric height was determined by differential leveling and
 FK0400.adjusted by the NATIONAL GEODETIC SURVEY
 FK0400.in June 1991.
 FK0400
 FK0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0400.GEOID18 height accuracy estimate available here.
 FK0400
 FK0400.Click photographs - Photos may exist for this station.
 FK0400
 FK0400.The dynamic height is computed by dividing the NAVD 88
 FK0400.geopotential number by the normal gravity value computed on the
 FK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0400.degrees latitude (g = 980.6199 gals.).
 FK0400
 FK0400.The modeled gravity was interpolated from observed gravity values.
 FK0400
 FK0400;                    North         East    Units  Estimated Accuracy
 FK0400;SPC OK S     -   223,020.      458,020.      MT  (+/- 180 meters Scaled)
 FK0400
 FK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME489102(NAD 83)
 FK0400
 FK0400                          SUPERSEDED SURVEY CONTROL
 FK0400
 FK0400  NGVD 29 (??/??/92)  574.209  (m)         1883.88   (f) ADJ UNCH    1 2
 FK0400
 FK0400.Superseded values are not recommended for survey control.
 FK0400
 FK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0400.See file dsdata.pdf to determine how the superseded data were derived.
 FK0400
 FK0400_MARKER: DB = BENCH MARK DISK
 FK0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0400_STAMPING: U 175 1953
 FK0400_MARK LOGO: CGS
 FK0400_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0400+STABILITY: SURFACE MOTION
 FK0400
 FK0400  HISTORY     - Date     Condition        Report By
 FK0400  HISTORY     - 1953     MONUMENTED       CGS
 FK0400
 FK0400                          STATION DESCRIPTION
 FK0400
 FK0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0400'5.6 MI NE FROM SAYRE.
 FK0400'5.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0400'RAILROAD FROM THE STATION AT SAYRE, 48 FEET SOUTH OF THE 5TH
 FK0400'POLE NORTH OF MILEPOST 621, 46 FEET WEST OF THE WEST RAIL, 1.8
 FK0400'FEET EAST OF A FENCE, 2.7 FEET NORTH OF A WITNESS POST, SET IN
 FK0400'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 FK0400'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0429 ***********************************************************************
 FK0429  DESIGNATION -  U 176
 FK0429  PID         -  FK0429
 FK0429  STATE/COUNTY-  OK/BECKHAM
 FK0429  COUNTRY     -  US
 FK0429  USGS QUAD   -  TEXOLA (2018)
 FK0429
 FK0429                         *CURRENT SURVEY CONTROL
 FK0429  ______________________________________________________________________
 FK0429* NAD 83(1986) POSITION- 35 12 12.     (N) 099 52 52.     (W)   SCALED
 FK0429* NAVD 88 ORTHO HEIGHT -   638.898 (meters)     2096.12  (feet) ADJUSTED
 FK0429  ______________________________________________________________________
 FK0429  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 FK0429  DYNAMIC HEIGHT  -        638.257 (meters)     2094.01  (feet) COMP
 FK0429  MODELED GRAVITY -    979,607.8   (mgal)                       NAVD 88
 FK0429
 FK0429  VERT ORDER      -  FIRST     CLASS II
 FK0429
 FK0429.The horizontal coordinates were scaled from a map and have
 FK0429.an estimated accuracy of +/- 6 seconds.
 FK0429
 FK0429.The orthometric height was determined by differential leveling and
 FK0429.adjusted by the NATIONAL GEODETIC SURVEY
 FK0429.in June 1991.
 FK0429
 FK0429.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0429.GEOID18 height accuracy estimate available here.
 FK0429
 FK0429.Click photographs - Photos may exist for this station.
 FK0429
 FK0429.The dynamic height is computed by dividing the NAVD 88
 FK0429.geopotential number by the normal gravity value computed on the
 FK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0429.degrees latitude (g = 980.6199 gals.).
 FK0429
 FK0429.The modeled gravity was interpolated from observed gravity values.
 FK0429
 FK0429;                    North         East    Units  Estimated Accuracy
 FK0429;SPC OK S     -   209,030.      428,710.      MT  (+/- 180 meters Scaled)
 FK0429
 FK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD197959(NAD 83)
 FK0429
 FK0429                          SUPERSEDED SURVEY CONTROL
 FK0429
 FK0429  NGVD 29 (??/??/92)  638.678  (m)         2095.40   (f) ADJ UNCH    1 2
 FK0429
 FK0429.Superseded values are not recommended for survey control.
 FK0429
 FK0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0429.See file dsdata.pdf to determine how the superseded data were derived.
 FK0429
 FK0429_MARKER: DB = BENCH MARK DISK
 FK0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0429_STAMPING: U 176 1953
 FK0429_MARK LOGO: CGS
 FK0429_PROJECTION: PROJECTING 6 CENTIMETERS
 FK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0429+STABILITY: SURFACE MOTION
 FK0429
 FK0429  HISTORY     - Date     Condition        Report By
 FK0429  HISTORY     - 1953     MONUMENTED       CGS
 FK0429  HISTORY     - 19870910 POOR             USPSQD
 FK0429
 FK0429                          STATION DESCRIPTION
 FK0429
 FK0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0429'1.7 MI SW FROM ERICK.
 FK0429'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0429'RAILROAD FROM THE STATION AT ERICK, THENCE 0.75 MILE SOUTH
 FK0429'ALONG A GRADED ROAD, THENCE 0.3 MILE WEST ALONG A GRADED ROAD,
 FK0429'95 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE HADDOCK AIRPORT,
 FK0429'84 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE,
 FK0429'35 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, SET
 FK0429'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 FK0429'GROUND.
 FK0429
 FK0429                          STATION RECOVERY (1987)
 FK0429
 FK0429'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0429'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0514 ***********************************************************************
 GH0514  DESIGNATION -  U 180
 GH0514  PID         -  GH0514
 GH0514  STATE/COUNTY-  OK/GRANT
 GH0514  COUNTRY     -  US
 GH0514  USGS QUAD   -  WAKITA SE (2018)
 GH0514
 GH0514                         *CURRENT SURVEY CONTROL
 GH0514  ______________________________________________________________________
 GH0514* NAD 83(1986) POSITION- 36 51 45.     (N) 097 51 46.     (W)   SCALED
 GH0514* NAVD 88 ORTHO HEIGHT -   339.598 (meters)     1114.16  (feet) ADJUSTED
 GH0514  ______________________________________________________________________
 GH0514  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 GH0514  DYNAMIC HEIGHT  -        339.316 (meters)     1113.24  (feet) COMP
 GH0514  MODELED GRAVITY -    979,790.5   (mgal)                       NAVD 88
 GH0514
 GH0514  VERT ORDER      -  FIRST     CLASS II
 GH0514
 GH0514.The horizontal coordinates were scaled from a map and have
 GH0514.an estimated accuracy of +/- 6 seconds.
 GH0514
 GH0514.The orthometric height was determined by differential leveling and
 GH0514.adjusted by the NATIONAL GEODETIC SURVEY
 GH0514.in June 1991.
 GH0514
 GH0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0514.GEOID18 height accuracy estimate available here.
 GH0514
 GH0514.Click photographs - Photos may exist for this station.
 GH0514
 GH0514.The dynamic height is computed by dividing the NAVD 88
 GH0514.geopotential number by the normal gravity value computed on the
 GH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0514.degrees latitude (g = 980.6199 gals.).
 GH0514
 GH0514.The modeled gravity was interpolated from observed gravity values.
 GH0514
 GH0514;                    North         East    Units  Estimated Accuracy
 GH0514;SPC OK N     -   206,670.      612,240.      MT  (+/- 180 meters Scaled)
 GH0514
 GH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF013802(NAD 83)
 GH0514
 GH0514                          SUPERSEDED SURVEY CONTROL
 GH0514
 GH0514  NGVD 29 (??/??/92)  339.484  (m)         1113.79   (f) ADJ UNCH    1 2
 GH0514
 GH0514.Superseded values are not recommended for survey control.
 GH0514
 GH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0514.See file dsdata.pdf to determine how the superseded data were derived.
 GH0514
 GH0514_MARKER: DB = BENCH MARK DISK
 GH0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0514_STAMPING: U 180 1953
 GH0514_MARK LOGO: CGS
 GH0514_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0514+STABILITY: SURFACE MOTION
 GH0514
 GH0514  HISTORY     - Date     Condition        Report By
 GH0514  HISTORY     - 1953     MONUMENTED       CGS
 GH0514  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0514
 GH0514                          STATION DESCRIPTION
 GH0514
 GH0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0514'3.6 MI SE FROM WAKITA.
 GH0514'3.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0514'RAILROAD FROM THE STATION AT WAKITA, 10 POLES SOUTHEAST OF
 GH0514'MILEPOST 94, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 GH0514'WEST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 3.5 FEET
 GH0514'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0514'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0514
 GH0514                          STATION RECOVERY (1985)
 GH0514
 GH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0514'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0490 ***********************************************************************
 GH0490  DESIGNATION -  U 181
 GH0490  PID         -  GH0490
 GH0490  STATE/COUNTY-  OK/GRANT
 GH0490  COUNTRY     -  US
 GH0490  USGS QUAD   -  POND CREEK (2018)
 GH0490
 GH0490                         *CURRENT SURVEY CONTROL
 GH0490  ______________________________________________________________________
 GH0490* NAD 83(1986) POSITION- 36 39 52.     (N) 097 48 30.     (W)   SCALED
 GH0490* NAVD 88 ORTHO HEIGHT -   321.539 (meters)     1054.92  (feet) ADJUSTED
 GH0490  ______________________________________________________________________
 GH0490  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 GH0490  DYNAMIC HEIGHT  -        321.268 (meters)     1054.03  (feet) COMP
 GH0490  MODELED GRAVITY -    979,778.3   (mgal)                       NAVD 88
 GH0490
 GH0490  VERT ORDER      -  FIRST     CLASS II
 GH0490
 GH0490.The horizontal coordinates were scaled from a map and have
 GH0490.an estimated accuracy of +/- 6 seconds.
 GH0490
 GH0490.The orthometric height was determined by differential leveling and
 GH0490.adjusted by the NATIONAL GEODETIC SURVEY
 GH0490.in June 1991.
 GH0490
 GH0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0490.GEOID18 height accuracy estimate available here.
 GH0490
 GH0490.Click photographs - Photos may exist for this station.
 GH0490
 GH0490.The dynamic height is computed by dividing the NAVD 88
 GH0490.geopotential number by the normal gravity value computed on the
 GH0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0490.degrees latitude (g = 980.6199 gals.).
 GH0490
 GH0490.The modeled gravity was interpolated from observed gravity values.
 GH0490
 GH0490;                    North         East    Units  Estimated Accuracy
 GH0490;SPC OK N     -   184,700.      617,140.      MT  (+/- 180 meters Scaled)
 GH0490
 GH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF064583(NAD 83)
 GH0490
 GH0490                          SUPERSEDED SURVEY CONTROL
 GH0490
 GH0490  NGVD 29 (??/??/92)  321.423  (m)         1054.54   (f) SUPERSEDED  1 2
 GH0490  NGVD 29 (04/22/92)  321.388  (m)         1054.42   (f) ADJUSTED    1 2
 GH0490
 GH0490.Superseded values are not recommended for survey control.
 GH0490
 GH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0490.See file dsdata.pdf to determine how the superseded data were derived.
 GH0490
 GH0490_MARKER: DB = BENCH MARK DISK
 GH0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0490_STAMPING: U 181 1953
 GH0490_MARK LOGO: CGS
 GH0490_PROJECTION: FLUSH
 GH0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0490+STABILITY: SURFACE MOTION
 GH0490
 GH0490  HISTORY     - Date     Condition        Report By
 GH0490  HISTORY     - 1953     MONUMENTED       CGS
 GH0490  HISTORY     - 1985     GOOD             NGS
 GH0490
 GH0490                          STATION DESCRIPTION
 GH0490
 GH0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0490'0.7 MI SW FROM POND CREEK.
 GH0490'0.3 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GH0490'POND CREEK, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 81 AND
 GH0490'60, AT THE POND CREEK AIRPORT, 2 FEET WEST OF THE NORTHWEST
 GH0490'CORNER OF THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE
 GH0490'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GH0490
 GH0490                          STATION RECOVERY (1985)
 GH0490
 GH0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0490'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.48 KM (0.3
 GH0490'MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN PONDCREEK, THENCE
 GH0490'0.64 KM (0.4 MI) WESTERLY TO THE ENTRANCE TO THE PONDCREEK AIRPORT,
 GH0490'THENCE 0.16 KM (0.1 MI) SOUTH ALONG A GRAVEL ROAD TO THE AIRPORT
 GH0490'HANGER (NOW A MACHINE SHOP), 30.1 METERS (100 FT) NORTH OF THE
 GH0490'NORTHWEST CORNER OF THE MACHINE SHOP, 6.1 METERS (20 FT) EAST OF A GAS
 GH0490'PUMP AND 0.61 METER (2 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 GH0490'CONCRETE SLAB.
 GH0490'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0420 ***********************************************************************
 GH0420  DESIGNATION -  U 182
 GH0420  PID         -  GH0420
 GH0420  STATE/COUNTY-  OK/GARFIELD
 GH0420  COUNTRY     -  US
 GH0420  USGS QUAD   -  ENID EAST (2018)
 GH0420
 GH0420                         *CURRENT SURVEY CONTROL
 GH0420  ______________________________________________________________________
 GH0420* NAD 83(1986) POSITION- 36 24 52.     (N) 097 52 08.     (W)   SCALED
 GH0420* NAVD 88 ORTHO HEIGHT -   380.969 (meters)     1249.90  (feet) ADJUSTED
 GH0420  ______________________________________________________________________
 GH0420  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 GH0420  DYNAMIC HEIGHT  -        380.635 (meters)     1248.80  (feet) COMP
 GH0420  MODELED GRAVITY -    979,743.1   (mgal)                       NAVD 88
 GH0420
 GH0420  VERT ORDER      -  FIRST     CLASS II
 GH0420
 GH0420.The horizontal coordinates were scaled from a map and have
 GH0420.an estimated accuracy of +/- 6 seconds.
 GH0420
 GH0420.The orthometric height was determined by differential leveling and
 GH0420.adjusted by the NATIONAL GEODETIC SURVEY
 GH0420.in June 1991.
 GH0420
 GH0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0420.GEOID18 height accuracy estimate available here.
 GH0420
 GH0420.Click photographs - Photos may exist for this station.
 GH0420
 GH0420.The dynamic height is computed by dividing the NAVD 88
 GH0420.geopotential number by the normal gravity value computed on the
 GH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0420.degrees latitude (g = 980.6199 gals.).
 GH0420
 GH0420.The modeled gravity was interpolated from observed gravity values.
 GH0420
 GH0420;                    North         East    Units  Estimated Accuracy
 GH0420;SPC OK N     -   156,950.      611,760.      MT  (+/- 180 meters Scaled)
 GH0420
 GH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF014305(NAD 83)
 GH0420
 GH0420                          SUPERSEDED SURVEY CONTROL
 GH0420
 GH0420  NGVD 29 (??/??/92)  380.826  (m)         1249.43   (f) ADJ UNCH    1 2
 GH0420
 GH0420.Superseded values are not recommended for survey control.
 GH0420
 GH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0420.See file dsdata.pdf to determine how the superseded data were derived.
 GH0420
 GH0420_MARKER: DB = BENCH MARK DISK
 GH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0420_STAMPING: U 182 1953
 GH0420_MARK LOGO: CGS
 GH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0420+STABILITY: SURFACE MOTION
 GH0420
 GH0420  HISTORY     - Date     Condition        Report By
 GH0420  HISTORY     - 1953     MONUMENTED       CGS
 GH0420  HISTORY     - 1985     GOOD             NGS
 GH0420
 GH0420                          STATION DESCRIPTION
 GH0420
 GH0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0420'1.6 MI N FROM ENID.
 GH0420'1.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0420'RAILROAD FROM THE STATION AT ENID, 5 POLES SOUTH OF MILEPOST
 GH0420'340, 58 FEET NORTH OF THE NORTH SIDE OF A LOADING DOCK, 18 FEET
 GH0420'WEST OF THE WEST RAIL OF A SIDE TRACK, 5 FEET NORTH OF A TELEPHONE
 GH0420'POLE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GH0420'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0420
 GH0420                          STATION RECOVERY (1985)
 GH0420
 GH0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0370 ***********************************************************************
 GH0370  DESIGNATION -  U 183
 GH0370  PID         -  GH0370
 GH0370  STATE/COUNTY-  OK/KINGFISHER
 GH0370  COUNTRY     -  US
 GH0370  USGS QUAD   -  HENNESSEY (2018)
 GH0370
 GH0370                         *CURRENT SURVEY CONTROL
 GH0370  ______________________________________________________________________
 GH0370* NAD 83(1986) POSITION- 36 06 04.     (N) 097 54 05.     (W)   SCALED
 GH0370* NAVD 88 ORTHO HEIGHT -   349.551 (meters)     1146.82  (feet) POSTED
 GH0370  ______________________________________________________________________
 GH0370  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 GH0370  DYNAMIC HEIGHT  -        349.24  (meters)     1145.8   (feet) COMP
 GH0370  MODELED GRAVITY -    979,722.6   (mgal)                       NAVD 88
 GH0370
 GH0370  VERT ORDER      -  * POSTED, SEE BELOW
 GH0370
 GH0370.The horizontal coordinates were scaled from a map and have
 GH0370.an estimated accuracy of +/- 6 seconds.
 GH0370
 GH0370.The orthometric height was determined by differential leveling
 GH0370.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0370
 GH0370.* This is a POSTED BENCH MARK height.
 GH0370
 GH0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0370.GEOID18 height accuracy estimate available here.
 GH0370
 GH0370.Click photographs - Photos may exist for this station.
 GH0370
 GH0370.The dynamic height is computed by dividing the NAVD 88
 GH0370.geopotential number by the normal gravity value computed on the
 GH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0370.degrees latitude (g = 980.6199 gals.).
 GH0370
 GH0370.The modeled gravity was interpolated from observed gravity values.
 GH0370
 GH0370;                    North         East    Units  Estimated Accuracy
 GH0370;SPC OK N     -   122,180.      608,880.      MT  (+/- 180 meters Scaled)
 GH0370
 GH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE988957(NAD 83)
 GH0370
 GH0370                          SUPERSEDED SURVEY CONTROL
 GH0370
 GH0370  NGVD 29 (??/??/92)  349.388  (m)         1146.28   (f) ADJ UNCH    1 2
 GH0370
 GH0370.Superseded values are not recommended for survey control.
 GH0370
 GH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0370.See file dsdata.pdf to determine how the superseded data were derived.
 GH0370
 GH0370_MARKER: DB = BENCH MARK DISK
 GH0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0370_STAMPING: U 183 1953
 GH0370_MARK LOGO: CGS
 GH0370_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0370+STABILITY: SURFACE MOTION
 GH0370
 GH0370  HISTORY     - Date     Condition        Report By
 GH0370  HISTORY     - 1953     MONUMENTED       CGS
 GH0370  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0370
 GH0370                          STATION DESCRIPTION
 GH0370
 GH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0370'0.5 MI S FROM HENNESSEY.
 GH0370'0.5 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0370'FROM THE STATION AT HENNESSEY, 3 POLES SOUTH OF A ROAD CROSSING,
 GH0370'78 FEET WEST OF THE WEST RAIL, 6 FEET EAST OF THE FIRST POLE
 GH0370'SOUTH OF MILEPOST 362, 2 FEET NORTH OF A WITNESS POST, SET IN
 GH0370'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0370'GROUND.
 GH0370
 GH0370                          STATION RECOVERY (1985)
 GH0370
 GH0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0370'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0579 ***********************************************************************
 FJ0579  DESIGNATION -  U 184
 FJ0579  PID         -  FJ0579
 FJ0579  STATE/COUNTY-  OK/KINGFISHER
 FJ0579  COUNTRY     -  US
 FJ0579  USGS QUAD   -  DOVER (2018)
 FJ0579
 FJ0579                         *CURRENT SURVEY CONTROL
 FJ0579  ______________________________________________________________________
 FJ0579* NAD 83(1986) POSITION- 35 53 05.     (N) 097 55 25.     (W)   SCALED
 FJ0579* NAVD 88 ORTHO HEIGHT -   315.062 (meters)     1033.67  (feet) ADJUSTED
 FJ0579  ______________________________________________________________________
 FJ0579  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 FJ0579  DYNAMIC HEIGHT  -        314.775 (meters)     1032.72  (feet) COMP
 FJ0579  MODELED GRAVITY -    979,715.0   (mgal)                       NAVD 88
 FJ0579
 FJ0579  VERT ORDER      -  FIRST     CLASS II
 FJ0579
 FJ0579.The horizontal coordinates were scaled from a map and have
 FJ0579.an estimated accuracy of +/- 6 seconds.
 FJ0579
 FJ0579.The orthometric height was determined by differential leveling and
 FJ0579.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0579.in June 1991.
 FJ0579
 FJ0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0579.GEOID18 height accuracy estimate available here.
 FJ0579
 FJ0579.Click photographs - Photos may exist for this station.
 FJ0579
 FJ0579.The dynamic height is computed by dividing the NAVD 88
 FJ0579.geopotential number by the normal gravity value computed on the
 FJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0579.degrees latitude (g = 980.6199 gals.).
 FJ0579
 FJ0579.The modeled gravity was interpolated from observed gravity values.
 FJ0579
 FJ0579;                    North         East    Units  Estimated Accuracy
 FJ0579;SPC OK N     -    98,170.      606,900.      MT  (+/- 180 meters Scaled)
 FJ0579
 FJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE971716(NAD 83)
 FJ0579
 FJ0579                          SUPERSEDED SURVEY CONTROL
 FJ0579
 FJ0579  NGVD 29 (??/??/92)  314.935  (m)         1033.25   (f) ADJ UNCH    1 2
 FJ0579
 FJ0579.Superseded values are not recommended for survey control.
 FJ0579
 FJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0579.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0579
 FJ0579_MARKER: DB = BENCH MARK DISK
 FJ0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0579_STAMPING: U 184 1953
 FJ0579_MARK LOGO: CGS
 FJ0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0579+STABILITY: SURFACE MOTION
 FJ0579
 FJ0579  HISTORY     - Date     Condition        Report By
 FJ0579  HISTORY     - 1953     MONUMENTED       CGS
 FJ0579  HISTORY     - 1985     MARK NOT FOUND   NGS
 FJ0579
 FJ0579                          STATION DESCRIPTION
 FJ0579
 FJ0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0579'1.7 MI N FROM KINGFISHER.
 FJ0579'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0579'RAILROAD FROM THE STATION AT KINGFISHER, ACROSS THE TRACK FROM
 FJ0579'MILEPOST 377, 3 POLES SOUTH OF A ROAD CROSSING, 45 FEET EAST OF
 FJ0579'THE EAST RAIL, 15 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET WEST
 FJ0579'OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FJ0579'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0579
 FJ0579                          STATION RECOVERY (1985)
 FJ0579
 FJ0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0579'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 FJ0579'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0544 ***********************************************************************
 FJ0544  DESIGNATION -  U 185
 FJ0544  PID         -  FJ0544
 FJ0544  STATE/COUNTY-  OK/CANADIAN
 FJ0544  COUNTRY     -  US
 FJ0544  USGS QUAD   -  FORT RENO (2018)
 FJ0544
 FJ0544                         *CURRENT SURVEY CONTROL
 FJ0544  ______________________________________________________________________
 FJ0544* NAD 83(1986) POSITION- 35 36 32.     (N) 098 00 00.     (W)   SCALED
 FJ0544* NAVD 88 ORTHO HEIGHT -   423.025 (meters)     1387.87  (feet) ADJUSTED
 FJ0544  ______________________________________________________________________
 FJ0544  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ0544  DYNAMIC HEIGHT  -        422.617 (meters)     1386.54  (feet) COMP
 FJ0544  MODELED GRAVITY -    979,656.8   (mgal)                       NAVD 88
 FJ0544
 FJ0544  VERT ORDER      -  FIRST     CLASS II
 FJ0544
 FJ0544.The horizontal coordinates were scaled from a map and have
 FJ0544.an estimated accuracy of +/- 6 seconds.
 FJ0544
 FJ0544.The orthometric height was determined by differential leveling and
 FJ0544.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0544.in June 1991.
 FJ0544
 FJ0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0544.GEOID18 height accuracy estimate available here.
 FJ0544
 FJ0544.Click photographs - Photos may exist for this station.
 FJ0544
 FJ0544.The dynamic height is computed by dividing the NAVD 88
 FJ0544.geopotential number by the normal gravity value computed on the
 FJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0544.degrees latitude (g = 980.6199 gals.).
 FJ0544
 FJ0544.The modeled gravity was interpolated from observed gravity values.
 FJ0544
 FJ0544;                    North         East    Units  Estimated Accuracy
 FJ0544;SPC OK N     -    67,560.      600,000.      MT  (+/- 180 meters Scaled)
 FJ0544
 FJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE905410(NAD 83)
 FJ0544
 FJ0544                          SUPERSEDED SURVEY CONTROL
 FJ0544
 FJ0544  NGVD 29 (??/??/92)  422.858  (m)         1387.33   (f) ADJ UNCH    1 2
 FJ0544
 FJ0544.Superseded values are not recommended for survey control.
 FJ0544
 FJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0544.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0544
 FJ0544_MARKER: DB = BENCH MARK DISK
 FJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0544_STAMPING: U 185 1953
 FJ0544_MARK LOGO: CGS
 FJ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0544+STABILITY: SURFACE MOTION
 FJ0544
 FJ0544  HISTORY     - Date     Condition        Report By
 FJ0544  HISTORY     - 1953     MONUMENTED       CGS
 FJ0544  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0544
 FJ0544                          STATION DESCRIPTION
 FJ0544
 FJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0544'5.8 MI N FROM EL RENO.
 FJ0544'5.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0544'RAILROAD FROM THE STATION AT EL RENO, 10 POLES NORTH OF MILEPOST
 FJ0544'397, 4 POLES NORTH OF SEMAPHORE 396.9, 2 POLES SOUTH OF A ROAD
 FJ0544'CROSSING, 41 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 4
 FJ0544'FEET SOUTH OF A TELEPHONE POLE, 3 FEET EAST OF A FENCE, 3 FEET
 FJ0544'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0544'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0544
 FJ0544                          STATION RECOVERY (1984)
 FJ0544
 FJ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0450 ***********************************************************************
 FJ0450  DESIGNATION -  U 186
 FJ0450  PID         -  FJ0450
 FJ0450  STATE/COUNTY-  OK/GRADY
 FJ0450  COUNTRY     -  US
 FJ0450  USGS QUAD   -  MINCO (2018)
 FJ0450
 FJ0450                         *CURRENT SURVEY CONTROL
 FJ0450  ______________________________________________________________________
 FJ0450* NAD 83(1986) POSITION- 35 18 44.81   (N) 097 56 29.19   (W)   HD_HELD1
 FJ0450* NAVD 88 ORTHO HEIGHT -   395.382 (meters)     1297.18  (feet) ADJUSTED
 FJ0450  ______________________________________________________________________
 FJ0450  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 FJ0450  DYNAMIC HEIGHT  -        394.988 (meters)     1295.89  (feet) COMP
 FJ0450  MODELED GRAVITY -    979,624.5   (mgal)                       NAVD 88
 FJ0450
 FJ0450  VERT ORDER      -  FIRST     CLASS II
 FJ0450
 FJ0450.The horizontal coordinates were determined by differentially corrected
 FJ0450.hand held GPS observations or other comparable positioning techniques
 FJ0450.and have an estimated accuracy of +/- 3 meters.
 FJ0450
 FJ0450.The orthometric height was determined by differential leveling and
 FJ0450.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0450.in June 1991.
 FJ0450
 FJ0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0450.GEOID18 height accuracy estimate available here.
 FJ0450
 FJ0450.Click photographs - Photos may exist for this station.
 FJ0450
 FJ0450.The dynamic height is computed by dividing the NAVD 88
 FJ0450.geopotential number by the normal gravity value computed on the
 FJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0450.degrees latitude (g = 980.6199 gals.).
 FJ0450
 FJ0450.The modeled gravity was interpolated from observed gravity values.
 FJ0450
 FJ0450;                    North         East    Units  Estimated Accuracy
 FJ0450;SPC OK S     -   219,540.3     605,325.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0450
 FJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9622808207(NAD 83)
 FJ0450
 FJ0450                          SUPERSEDED SURVEY CONTROL
 FJ0450
 FJ0450  NGVD 29 (??/??/92)  395.225  (m)         1296.67   (f) ADJ UNCH    1 2
 FJ0450
 FJ0450.Superseded values are not recommended for survey control.
 FJ0450
 FJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0450.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0450
 FJ0450_MARKER: DB = BENCH MARK DISK
 FJ0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FJ0450_SP_SET: CULVERT HEADWALL
 FJ0450_STAMPING: U 186 1953
 FJ0450_MARK LOGO: CGS
 FJ0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0450+STABILITY: SURFACE MOTION
 FJ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0450+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 FJ0450
 FJ0450  HISTORY     - Date     Condition        Report By
 FJ0450  HISTORY     - 1953     MONUMENTED       CGS
 FJ0450  HISTORY     - 1986     GOOD             NGS
 FJ0450  HISTORY     - 19940211 GOOD             NGS
 FJ0450  HISTORY     - 20050718 GOOD             INDIV
 FJ0450
 FJ0450                          STATION DESCRIPTION
 FJ0450
 FJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0450'AT MINCO.
 FJ0450'AT MINCO, 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FJ0450'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 71 FEET
 FJ0450'WEST OF THE WEST RAIL, 21 FEET NORTH OF THE CENTER LINE OF
 FJ0450'STATE HIGHWAY 37, SET IN THE TOP OF THE NORTHEAST WINGWALL OF
 FJ0450'A CONCRETE CULVERT UNDER THE HIGHWAY.
 FJ0450
 FJ0450                          STATION RECOVERY (1986)
 FJ0450
 FJ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0450'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN MINCO, AT
 FJ0450'THE INTERSECTION OF STATE HIGHWAY 37 AND THE OKLAHOMA KANSAS TEXAS
 FJ0450'RAILROAD.
 FJ0450
 FJ0450                          STATION RECOVERY (1994)
 FJ0450
 FJ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0450'IN MINCO, AT THE INTERSECTION OF STATE HIGHWAY 37 AND THE UNION
 FJ0450'PACIFIC RAILROAD, IN TOP OF AND 0.9 M (3.0 FT) SOUTH OF THE NORTH END
 FJ0450'OF THE NORTHEAST CONCRETE WINGWALL OF A CULVERT UNDER THE HIGHWAY,
 FJ0450'21.6 M (70.9 FT) WEST OF THE NEAR RAIL, 9.8 M (32.2 FT) SOUTHEAST OF
 FJ0450'A UTILITY POLE WITH 1 GUY CABLE, AND 6.5 M (21.3 FT) NORTH OF AND
 FJ0450'LEVEL WITH THE HIGHWAY CENTERLINE.
 FJ0450
 FJ0450                          STATION RECOVERY (2005)
 FJ0450
 FJ0450'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JGT)
 FJ0450'USC AND GS BRASS MON. NO. U-186 1953 AT MINCO 71 FT. S.W. OF THE S.W.
 FJ0450'CORNER OF CRI AND P RAILROAD STATION 71 FT. WEST OF THE WEST RAIL 21
 FJ0450'FT. NORTH OF WEST RAIL 21 FT NORTH OF THE CENTERLINE OF S.H. 37 SET IN
 FJ0450'TOP WINGWALL OF CONCRETE CULVERT UNDER THE HIGHWAY. SAP 851(1) S.H. 37
 FJ0450'PLANS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0678 ***********************************************************************
 FJ0678  DESIGNATION -  U 192
 FJ0678  PID         -  FJ0678
 FJ0678  STATE/COUNTY-  OK/OKLAHOMA
 FJ0678  COUNTRY     -  US
 FJ0678  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0678
 FJ0678                         *CURRENT SURVEY CONTROL
 FJ0678  ______________________________________________________________________
 FJ0678* NAD 83(1986) POSITION- 35 27 51.1    (N) 097 34 39.5    (W)   HD_HELD2
 FJ0678* NAVD 88 ORTHO HEIGHT -   368.841 (meters)     1210.11  (feet) ADJUSTED
 FJ0678  ______________________________________________________________________
 FJ0678  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 FJ0678  DYNAMIC HEIGHT  -        368.487 (meters)     1208.94  (feet) COMP
 FJ0678  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 FJ0678
 FJ0678  VERT ORDER      -  FIRST     CLASS II
 FJ0678
 FJ0678.The horizontal coordinates were established by autonomous hand held GPS
 FJ0678.observations and have an estimated accuracy of +/- 10 meters.
 FJ0678
 FJ0678.The orthometric height was determined by differential leveling and
 FJ0678.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0678.in August 1994.
 FJ0678
 FJ0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0678.GEOID18 height accuracy estimate available here.
 FJ0678
 FJ0678.Click photographs - Photos may exist for this station.
 FJ0678
 FJ0678.The dynamic height is computed by dividing the NAVD 88
 FJ0678.geopotential number by the normal gravity value computed on the
 FJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0678.degrees latitude (g = 980.6199 gals.).
 FJ0678
 FJ0678.The modeled gravity was interpolated from observed gravity values.
 FJ0678
 FJ0678;                    North         East    Units  Estimated Accuracy
 FJ0678;SPC OK N     -    51,588.      638,338.      MT  (+/- 10 meters HH2 GPS)
 FJ0678
 FJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2905925451(NAD 83)
 FJ0678
 FJ0678                          SUPERSEDED SURVEY CONTROL
 FJ0678
 FJ0678  NAVD 88 (??/??/92)  368.908  (m)         1210.33   (f) POSTED      3  
 FJ0678
 FJ0678.Superseded values are not recommended for survey control.
 FJ0678
 FJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0678.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0678
 FJ0678_MARKER: DV = VERTICAL CONTROL DISK
 FJ0678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0678_SP_SET: BRIDGE PIER
 FJ0678_STAMPING: U 192 1984
 FJ0678_MARK LOGO: NGS
 FJ0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0678+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1994
 FJ0678
 FJ0678  HISTORY     - Date     Condition        Report By
 FJ0678  HISTORY     - 1984     MONUMENTED       NGS
 FJ0678  HISTORY     - 1988     GOOD             USPSQD
 FJ0678  HISTORY     - 19940114 GOOD             NGS
 FJ0678
 FJ0678                          STATION DESCRIPTION
 FJ0678
 FJ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0678'6.0 KM (3.7 MI) WEST FROM OKLAHOMA CITY.
 FJ0678'THE MARK IS 1.52 M ABOVE HIGHWAY.
 FJ0678'6.0 KM (3.7 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0678'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, 0.5 KM (0.3 MI) EAST OF
 FJ0678'THE INTERSECTION OF RENO AVENUE AND NORTH PORTLAND AVENUE, SET
 FJ0678'VERTICALLY IN THE EAST SIDE OF THE EAST PIER UNDER INTERSTATE HIGHWAY
 FJ0678'240 SOUTHBOUND, 6.61 METERS (21.7 FT) SOUTH OF THE CENTERLINE OF THE
 FJ0678'RENO AVENUE EASTBOUND LANES, AND 2.49 METERS (8.2 FT) SOUTH OF THE
 FJ0678'SOUTH CURB OF THE RENO AVENUE EASTBOUND LANES.
 FJ0678
 FJ0678                          STATION RECOVERY (1988)
 FJ0678
 FJ0678'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0678'RECOVERED IN GOOD CONDITION.
 FJ0678
 FJ0678                          STATION RECOVERY (1994)
 FJ0678
 FJ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0678'6.0 KM (3.70 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0678'THE SANTA FE RAILROAD IN OKLAHOMA CITY, SET VERTICALLY IN THE EAST
 FJ0678'FACE OF THE MOST EASTERLY 1 OF 4 CONCRETE COLUMNS OF THE FIRST PIER
 FJ0678'NORTH OF THE SOUTH ABUTMENT OF THE INTERSTATE HIGHWAY 44 SOUTHBOUND
 FJ0678'LANES OVERPASS OF THE AVENUE, 0.5 KM (0.30 MI) EAST OF THE
 FJ0678'INTERSECTION NORTH PORTLAND AVENUE, 9.7 M (31.8 FT) EAST OF THE
 FJ0678'CENTER OF THE OVERPASS, 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF
 FJ0678'THE EASTBOUND LANES OF THE AVENUE, AND 1.7 M (5.6 FT) ABOVE THE LEVEL
 FJ0678'OF THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0710 ***********************************************************************
 FJ0710  DESIGNATION -  U 193
 FJ0710  PID         -  FJ0710
 FJ0710  STATE/COUNTY-  OK/LINCOLN
 FJ0710  COUNTRY     -  US
 FJ0710  USGS QUAD   -  HARRAH (2018)
 FJ0710
 FJ0710                         *CURRENT SURVEY CONTROL
 FJ0710  ______________________________________________________________________
 FJ0710* NAD 83(1986) POSITION- 35 29 33.     (N) 097 08 16.     (W)   SCALED
 FJ0710* NAVD 88 ORTHO HEIGHT -   328.918 (meters)     1079.13  (feet) ADJUSTED
 FJ0710  ______________________________________________________________________
 FJ0710  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 FJ0710  DYNAMIC HEIGHT  -        328.607 (meters)     1078.10  (feet) COMP
 FJ0710  MODELED GRAVITY -    979,678.4   (mgal)                       NAVD 88
 FJ0710
 FJ0710  VERT ORDER      -  FIRST     CLASS II
 FJ0710
 FJ0710.The horizontal coordinates were scaled from a map and have
 FJ0710.an estimated accuracy of +/- 6 seconds.
 FJ0710
 FJ0710.The orthometric height was determined by differential leveling and
 FJ0710.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0710.in August 1994.
 FJ0710
 FJ0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0710.GEOID18 height accuracy estimate available here.
 FJ0710
 FJ0710.Click photographs - Photos may exist for this station.
 FJ0710
 FJ0710.The dynamic height is computed by dividing the NAVD 88
 FJ0710.geopotential number by the normal gravity value computed on the
 FJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0710.degrees latitude (g = 980.6199 gals.).
 FJ0710
 FJ0710.The modeled gravity was interpolated from observed gravity values.
 FJ0710
 FJ0710;                    North         East    Units  Estimated Accuracy
 FJ0710;SPC OK N     -    54,990.      678,240.      MT  (+/- 180 meters Scaled)
 FJ0710
 FJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE689292(NAD 83)
 FJ0710
 FJ0710                          SUPERSEDED SURVEY CONTROL
 FJ0710
 FJ0710  NAVD 88 (06/15/91)  328.960  (m)         1079.26   (f) SUPERSEDED  1 2
 FJ0710
 FJ0710.Superseded values are not recommended for survey control.
 FJ0710
 FJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0710.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0710
 FJ0710_MARKER: I = METAL ROD
 FJ0710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0710_STAMPING: U 193 1984
 FJ0710_MARK LOGO: NGS
 FJ0710_PROJECTION: FLUSH
 FJ0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0710_ROD/PIPE-DEPTH: 13.4 meters
 FJ0710
 FJ0710  HISTORY     - Date     Condition        Report By
 FJ0710  HISTORY     - 1984     MONUMENTED       NGS
 FJ0710  HISTORY     - 1988     GOOD             USPSQD
 FJ0710  HISTORY     - 1989     GOOD             USPSQD
 FJ0710  HISTORY     - 1990     GOOD             USPSQD
 FJ0710  HISTORY     - 1990     GOOD             USPSQD
 FJ0710
 FJ0710                          STATION DESCRIPTION
 FJ0710
 FJ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0710'2.9 KM (1.8 MI) EAST FROM HARRAH.
 FJ0710'2.9 KM (1.8 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S.
 FJ0710'HIGHWAY 270 IN HARRAH, AT A METAL GATE AND ENTRANCE ROAD LEADING NORTH
 FJ0710'TO A WHITE FRAME HOUSE, 0.3 KM (0.2 MI) EAST OF THE OKLAHOMA-LINCOLN
 FJ0710'COUNTY LINE, 14.9 METERS (48.9 FT) NORTH OF THE CENTERLINE OF THE
 FJ0710'HIGHWAY, 8.2 METERS (27.0 FT) WEST OF THE CENTER OF THE METAL GATE AND
 FJ0710'ENTRANCE ROAD, 0.31 METERS (1.0 FT) SOUTH OF A FENCE LINE, AND
 FJ0710'3.8 METERS (12.5 FT) WEST OF A CORNER FENCE POST.  NOTE, ROD DRIVEN TO
 FJ0710'REFUSAL.
 FJ0710'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 FJ0710'THE MARK IS 0.31 M BELOW HIGHWAY.
 FJ0710
 FJ0710                          STATION RECOVERY (1988)
 FJ0710
 FJ0710'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0710'RECOVERED IN GOOD CONDITION.
 FJ0710
 FJ0710                          STATION RECOVERY (1989)
 FJ0710
 FJ0710'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0710'RECOVERED IN GOOD CONDITION.
 FJ0710
 FJ0710                          STATION RECOVERY (1990)
 FJ0710
 FJ0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0710'RECOVERED IN GOOD CONDITION.
 FJ0710
 FJ0710                          STATION RECOVERY (1990)
 FJ0710
 FJ0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0708 ***********************************************************************
 FJ0708  DESIGNATION -  U 194
 FJ0708  PID         -  FJ0708
 FJ0708  STATE/COUNTY-  OK/OKLAHOMA
 FJ0708  COUNTRY     -  US
 FJ0708  USGS QUAD   -  HARRAH (2018)
 FJ0708
 FJ0708                         *CURRENT SURVEY CONTROL
 FJ0708  ______________________________________________________________________
 FJ0708* NAD 83(1986) POSITION- 35 29 23.     (N) 097 09 47.     (W)   SCALED
 FJ0708* NAVD 88 ORTHO HEIGHT -   335.315 (meters)     1100.11  (feet) ADJUSTED
 FJ0708  ______________________________________________________________________
 FJ0708  GEOID HEIGHT    -        -27.204 (meters)                     GEOID18
 FJ0708  DYNAMIC HEIGHT  -        334.998 (meters)     1099.07  (feet) COMP
 FJ0708  MODELED GRAVITY -    979,676.9   (mgal)                       NAVD 88
 FJ0708
 FJ0708  VERT ORDER      -  FIRST     CLASS II
 FJ0708
 FJ0708.The horizontal coordinates were scaled from a map and have
 FJ0708.an estimated accuracy of +/- 6 seconds.
 FJ0708
 FJ0708.The orthometric height was determined by differential leveling and
 FJ0708.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0708.in August 1994.
 FJ0708
 FJ0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0708.GEOID18 height accuracy estimate available here.
 FJ0708
 FJ0708.Click photographs - Photos may exist for this station.
 FJ0708
 FJ0708.The dynamic height is computed by dividing the NAVD 88
 FJ0708.geopotential number by the normal gravity value computed on the
 FJ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0708.degrees latitude (g = 980.6199 gals.).
 FJ0708
 FJ0708.The modeled gravity was interpolated from observed gravity values.
 FJ0708
 FJ0708;                    North         East    Units  Estimated Accuracy
 FJ0708;SPC OK N     -    54,660.      675,950.      MT  (+/- 180 meters Scaled)
 FJ0708
 FJ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE666289(NAD 83)
 FJ0708
 FJ0708                          SUPERSEDED SURVEY CONTROL
 FJ0708
 FJ0708  NAVD 88 (06/15/91)  335.361  (m)         1100.26   (f) SUPERSEDED  1 2
 FJ0708
 FJ0708.Superseded values are not recommended for survey control.
 FJ0708
 FJ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0708.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0708
 FJ0708_MARKER: I = METAL ROD
 FJ0708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ0708_STAMPING: U 194 1984
 FJ0708_MARK LOGO: NGS
 FJ0708_PROJECTION: FLUSH
 FJ0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0708+STABILITY: POSITION/ELEVATION WELL
 FJ0708_ROD/PIPE-DEPTH: 6.1 meters
 FJ0708_SLEEVE-DEPTH  : 3.0 meters
 FJ0708
 FJ0708  HISTORY     - Date     Condition        Report By
 FJ0708  HISTORY     - 1984     MONUMENTED       NGS
 FJ0708  HISTORY     - 1988     GOOD             USPSQD
 FJ0708  HISTORY     - 1989     GOOD             USPSQD
 FJ0708  HISTORY     - 1990     GOOD             USPSQD
 FJ0708  HISTORY     - 1990     GOOD             USPSQD
 FJ0708  HISTORY     - 20210323 MARK NOT FOUND   OKDOT
 FJ0708
 FJ0708                          STATION DESCRIPTION
 FJ0708
 FJ0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0708'IN HARRAH.
 FJ0708'IN HARRAH, 0.16 KM (0.1 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 FJ0708'62 AND U.S. HIGHWAY 270, AT THE SOUTH SIDE OF THE CHURCH OF THE
 FJ0708'NAZARENE, IN A SMALL GRASSY TRIANGLE, 31.4 METERS (103.0 FT) NORTH OF
 FJ0708'THE CENTERLINE OF NORTH STREET (U.S. HIGHWAY 270 EAST), 3.9 METERS
 FJ0708'(12.8 FT) SOUTH OF THE SOUTH FACE OF THE CHURCH BUILDING, 4.5 METERS
 FJ0708'(14.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING,
 FJ0708'4.1 METERS (13.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK TO THE
 FJ0708'CHURCH, 6.7 METERS (22.0 FT) EAST OF THE APPROXIMATE CENTER OF A
 FJ0708'GRAVEL DRIVE TO THE CHURCH, 17.5 METERS (57.5 FT) NORTH OF STOP SIGN,
 FJ0708'AND 12.1 METERS (39.7 FT) EAST-NORTHEAST OF POWERLINE POLE NUMBER 400
 FJ0708'WITH GUY WIRE AND TRANSFORMER.  NOTE, ROD DRIVEN TO SUDDEN REFUSAL AND
 FJ0708'ANCHORED.
 FJ0708'THE MARK IS 0.31 M ABOVE CHURCH PARKING AREA.
 FJ0708
 FJ0708                          STATION RECOVERY (1988)
 FJ0708
 FJ0708'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0708'RECOVERED IN GOOD CONDITION.
 FJ0708
 FJ0708                          STATION RECOVERY (1989)
 FJ0708
 FJ0708'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0708'RECOVERED IN GOOD CONDITION.
 FJ0708
 FJ0708                          STATION RECOVERY (1990)
 FJ0708
 FJ0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSF)
 FJ0708'RECOVERED IN GOOD CONDITION.
 FJ0708
 FJ0708                          STATION RECOVERY (1990)
 FJ0708
 FJ0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0708'RECOVERED IN GOOD CONDITION.
 FJ0708
 FJ0708                          STATION RECOVERY (2021)
 FJ0708
 FJ0708'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 FJ0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0746 ***********************************************************************
 FJ0746  DESIGNATION -  U 195
 FJ0746  PID         -  FJ0746
 FJ0746  STATE/COUNTY-  OK/OKFUSKEE
 FJ0746  COUNTRY     -  US
 FJ0746  USGS QUAD   -  PRAGUE NE (2018)
 FJ0746
 FJ0746                         *CURRENT SURVEY CONTROL
 FJ0746  ______________________________________________________________________
 FJ0746* NAD 83(1986) POSITION- 35 29 51.78   (N) 096 33 14.04   (W)   HD_HELD1
 FJ0746* NAVD 88 ORTHO HEIGHT -   311.762 (meters)     1022.84  (feet) ADJUSTED
 FJ0746  ______________________________________________________________________
 FJ0746  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 FJ0746  DYNAMIC HEIGHT  -        311.468 (meters)     1021.87  (feet) COMP
 FJ0746  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 FJ0746
 FJ0746  VERT ORDER      -  FIRST     CLASS II
 FJ0746
 FJ0746.The horizontal coordinates were determined by differentially corrected
 FJ0746.hand held GPS observations or other comparable positioning techniques
 FJ0746.and have an estimated accuracy of +/- 3 meters.
 FJ0746
 FJ0746.The orthometric height was determined by differential leveling and
 FJ0746.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0746.in June 1991.
 FJ0746
 FJ0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0746.GEOID18 height accuracy estimate available here.
 FJ0746
 FJ0746.Click photographs - Photos may exist for this station.
 FJ0746
 FJ0746.The dynamic height is computed by dividing the NAVD 88
 FJ0746.geopotential number by the normal gravity value computed on the
 FJ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0746.degrees latitude (g = 980.6199 gals.).
 FJ0746
 FJ0746.The modeled gravity was interpolated from observed gravity values.
 FJ0746
 FJ0746;                    North         East    Units  Estimated Accuracy
 FJ0746;SPC OK N     -    56,200.6     731,204.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0746
 FJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2187230991(NAD 83)
 FJ0746
 FJ0746                          SUPERSEDED SURVEY CONTROL
 FJ0746
 FJ0746.No superseded survey control is available for this station.
 FJ0746
 FJ0746_MARKER: DV = VERTICAL CONTROL DISK
 FJ0746_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0746_STAMPING: U 195 1984
 FJ0746_MARK LOGO: NGS
 FJ0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0746+STABILITY: POSITION/ELEVATION WELL
 FJ0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0746+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0746
 FJ0746  HISTORY     - Date     Condition        Report By
 FJ0746  HISTORY     - 1984     MONUMENTED       NGS
 FJ0746  HISTORY     - 1988     GOOD             USPSQD
 FJ0746  HISTORY     - 1990     GOOD             USPSQD
 FJ0746  HISTORY     - 1990     GOOD             USPSQD
 FJ0746  HISTORY     - 20220629 GOOD             OKDOT
 FJ0746  HISTORY     - 20240717 GOOD             OKDOT
 FJ0746
 FJ0746                          STATION DESCRIPTION
 FJ0746
 FJ0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0746'1.68 KM (1.05 MI) EAST FROM PADEN.
 FJ0746'1.68 KM (1.05 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0746'PADEN, SET IN TOP OF AND NEAR CENTER OF A SLOPED 5- BY 5-FOOT OUTCROP
 FJ0746'FLUSH WITH THE GROUND, 15.85 METERS (52.0 FT) NORTH OF THE CENTERLINE
 FJ0746'OF THE HIGHWAY, AND 4.26 METERS (14.0 FT) SOUTH OF THE RIGHT-OF-WAY
 FJ0746'FENCE.
 FJ0746'THE MARK IS 4.3 METERS  S FROM A WITNESS POST.
 FJ0746'THE MARK IS 0.6 M ABOVE HIGHWAY.
 FJ0746
 FJ0746                          STATION RECOVERY (1988)
 FJ0746
 FJ0746'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0746'RECOVERED IN GOOD CONDITION.
 FJ0746
 FJ0746                          STATION RECOVERY (1990)
 FJ0746
 FJ0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0746'RECOVERED IN GOOD CONDITION.
 FJ0746
 FJ0746                          STATION RECOVERY (1990)
 FJ0746
 FJ0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0746'RECOVERED IN GOOD CONDITION.
 FJ0746
 FJ0746                          STATION RECOVERY (2022)
 FJ0746
 FJ0746'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (BE)
 FJ0746'RECOVERED IN GOOD CONDITION BY ODOT.  N 352951.78 W 963314.04.
 FJ0746
 FJ0746                          STATION RECOVERY (2024)
 FJ0746
 FJ0746'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0770 ***********************************************************************
 FJ0770  DESIGNATION -  U 196
 FJ0770  PID         -  FJ0770
 FJ0770  STATE/COUNTY-  OK/OKFUSKEE
 FJ0770  COUNTRY     -  US
 FJ0770  USGS QUAD   -  CLEARVIEW (2018)
 FJ0770
 FJ0770                         *CURRENT SURVEY CONTROL
 FJ0770  ______________________________________________________________________
 FJ0770* NAD 83(1986) POSITION- 35 25 52.38   (N) 096 07 35.74   (W)   HD_HELD1
 FJ0770* NAVD 88 ORTHO HEIGHT -   243.407 (meters)      798.58  (feet) ADJUSTED
 FJ0770  ______________________________________________________________________
 FJ0770  GEOID HEIGHT    -        -28.852 (meters)                     GEOID18
 FJ0770  DYNAMIC HEIGHT  -        243.176 (meters)      797.82  (feet) COMP
 FJ0770  MODELED GRAVITY -    979,677.9   (mgal)                       NAVD 88
 FJ0770
 FJ0770  VERT ORDER      -  FIRST     CLASS II
 FJ0770
 FJ0770.The horizontal coordinates were determined by differentially corrected
 FJ0770.hand held GPS observations or other comparable positioning techniques
 FJ0770.and have an estimated accuracy of +/- 3 meters.
 FJ0770
 FJ0770.The orthometric height was determined by differential leveling and
 FJ0770.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0770.in June 1991.
 FJ0770
 FJ0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0770.GEOID18 height accuracy estimate available here.
 FJ0770
 FJ0770.Click photographs - Photos may exist for this station.
 FJ0770
 FJ0770.The dynamic height is computed by dividing the NAVD 88
 FJ0770.geopotential number by the normal gravity value computed on the
 FJ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0770.degrees latitude (g = 980.6199 gals.).
 FJ0770
 FJ0770.The modeled gravity was interpolated from observed gravity values.
 FJ0770
 FJ0770;                    North         East    Units  Estimated Accuracy
 FJ0770;SPC OK N     -    49,486.5     770,111.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0770
 FJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6085624658(NAD 83)
 FJ0770
 FJ0770                          SUPERSEDED SURVEY CONTROL
 FJ0770
 FJ0770.No superseded survey control is available for this station.
 FJ0770
 FJ0770_MARKER: F = FLANGE-ENCASED ROD
 FJ0770_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0770+WITH SETTING: INFORMATION.
 FJ0770_STAMPING: U 196 1984
 FJ0770_MARK LOGO: NGS
 FJ0770_PROJECTION: FLUSH
 FJ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0770+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0770_ROD/PIPE-DEPTH: 2.4 meters
 FJ0770
 FJ0770  HISTORY     - Date     Condition        Report By
 FJ0770  HISTORY     - 1984     MONUMENTED       NGS
 FJ0770  HISTORY     - 1988     GOOD             USPSQD
 FJ0770  HISTORY     - 1990     GOOD             USPSQD
 FJ0770  HISTORY     - 20060801 GOOD             AIRDAT
 FJ0770  HISTORY     - 20240717 GOOD             OKDOT
 FJ0770
 FJ0770                          STATION DESCRIPTION
 FJ0770
 FJ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0770'14.64 KM (9.15 MI) WEST FROM HENRYETTA.
 FJ0770'14.64 KM (9.15 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0770'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, AT EXIT RAMP 231 LEADING EAST,
 FJ0770'0.6 KM (0.4 MI) WEST OF MILEPOST NUMBER 232, 39.6 METERS (130.0 FT)
 FJ0770'SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES, 28.6 METERS
 FJ0770'(94.0 FT) SOUTH OF THE CENTER OF EXIT RAMP NUMBER 231 LEADING EAST,
 FJ0770'AND 0.3 METER (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0770'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0770'THE MARK IS 0.3 M ABOVE EASTBOUND HIGHWAY.
 FJ0770
 FJ0770                          STATION RECOVERY (1988)
 FJ0770
 FJ0770'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0770'RECOVERED IN GOOD CONDITION.
 FJ0770
 FJ0770                          STATION RECOVERY (1990)
 FJ0770
 FJ0770'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0770'RECOVERED IN GOOD CONDITION.
 FJ0770
 FJ0770                          STATION RECOVERY (2006)
 FJ0770
 FJ0770'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 FJ0770'RECOVERED AS DESCRIBED.
 FJ0770
 FJ0770                          STATION RECOVERY (2024)
 FJ0770
 FJ0770'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0857 ***********************************************************************
 FH0857  DESIGNATION -  U 197
 FH0857  PID         -  FH0857
 FH0857  STATE/COUNTY-  OK/MCINTOSH
 FH0857  COUNTRY     -  US
 FH0857  USGS QUAD   -  PIERCE (2018)
 FH0857
 FH0857                         *CURRENT SURVEY CONTROL
 FH0857  ______________________________________________________________________
 FH0857* NAD 83(2011) POSITION- 35 27 07.75922(N) 095 41 46.23316(W)   ADJUSTED
 FH0857* NAD 83(2011) ELLIP HT-   162.984 (meters)        (09/11/23)   ADJUSTED
 FH0857* NAD 83(2011) EPOCH   -  2010.00
 FH0857* NAVD 88 ORTHO HEIGHT -   192.570 (meters)      631.79  (feet) ADJUSTED
 FH0857  ______________________________________________________________________
 FH0857  GEOID HEIGHT    -        -29.629 (meters)                     GEOID18
 FH0857  NAD 83(2011) X  -   -516,278.607 (meters)                     COMP
 FH0857  NAD 83(2011) Y  - -5,175,940.132 (meters)                     COMP
 FH0857  NAD 83(2011) Z  -  3,678,939.630 (meters)                     COMP
 FH0857  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 FH0857  DYNAMIC HEIGHT  -        192.389 (meters)      631.20  (feet) COMP
 FH0857  MODELED GRAVITY -    979,690.5   (mgal)                       NAVD 88
 FH0857
 FH0857  VERT ORDER      -  FIRST     CLASS II
 FH0857
 FH0857  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0857  Standards:
 FH0857         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0857            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0857  -------------------------------------------------------------------
 FH0857  NETWORK    0.63   1.41           0.27   0.24   0.72     -0.05442631
 FH0857  -------------------------------------------------------------------
 FH0857  Click here for local accuracies and other accuracy information.
 FH0857
 FH0857.The horizontal coordinates were established by GPS observations
 FH0857.and adjusted by the OK DEPT OF TRANSP in September 2023.
 FH0857
 FH0857.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0857.been affixed to the stable North American tectonic plate. See 
 FH0857.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0857
 FH0857.The horizontal coordinates are valid at the epoch date displayed above
 FH0857.which is a decimal equivalence of Year/Month/Day.
 FH0857
 FH0857.The orthometric height was determined by differential leveling and
 FH0857.adjusted by the NATIONAL GEODETIC SURVEY
 FH0857.in June 1991.
 FH0857
 FH0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0857.GEOID18 height accuracy estimate available here.
 FH0857
 FH0857.Click photographs - Photos may exist for this station.
 FH0857
 FH0857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0857
 FH0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0857
 FH0857.The ellipsoidal height was determined by GPS observations
 FH0857.and is referenced to NAD 83.
 FH0857
 FH0857.The dynamic height is computed by dividing the NAVD 88
 FH0857.geopotential number by the normal gravity value computed on the
 FH0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0857.degrees latitude (g = 980.6199 gals.).
 FH0857
 FH0857.The modeled gravity was interpolated from observed gravity values.
 FH0857
 FH0857. The following values were computed from the NAD 83(2011) position.
 FH0857
 FH0857;                    North         East     Units Scale Factor Converg.
 FH0857;SPC OK S     -   237,426.279   809,140.855   MT  1.00005057   +1 18 27.7
 FH0857;SPC OK S     -   778,956.05  2,654,656.29   sFT  1.00005057   +1 18 27.7
 FH0857;UTM  15      - 3,926,528.133   255,300.747   MT  1.00033796   -1 33 52.6
 FH0857
 FH0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0857!SPC OK S     -   0.99997442  x   1.00005057  =   1.00002499
 FH0857!UTM  15      -   0.99997442  x   1.00033796  =   1.00031237
 FH0857
 FH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5530026528(NAD 83)
 FH0857
 FH0857                          SUPERSEDED SURVEY CONTROL
 FH0857
 FH0857.No superseded survey control is available for this station.
 FH0857
 FH0857_MARKER: F = FLANGE-ENCASED ROD
 FH0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0857_STAMPING: U 197 1984
 FH0857_MARK LOGO: NGS
 FH0857_PROJECTION: FLUSH
 FH0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0857+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 FH0857_ROD/PIPE-DEPTH: 24.4 meters
 FH0857
 FH0857  HISTORY     - Date     Condition        Report By
 FH0857  HISTORY     - 1984     MONUMENTED       NGS
 FH0857  HISTORY     - 1988     GOOD             USPSQD
 FH0857  HISTORY     - 1989     GOOD             USPSQD
 FH0857  HISTORY     - 1990     GOOD             USPSQD
 FH0857  HISTORY     - 20220712 GOOD             OKDOT
 FH0857  HISTORY     - 20230816 GOOD             OKDOT
 FH0857
 FH0857                          STATION DESCRIPTION
 FH0857
 FH0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0857'26.5 KM (16.45 MI) EAST FROM HENRYETTA.
 FH0857'26.5 KM (16.45 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0857'INTERCHANGE OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET ABOUT 0.3 KM
 FH0857'(0.2 MI) EAST OF A POWERLINE CROSSING, ABOUT 0.5 KM (0.3 MI) EAST OF
 FH0857'MILEPOST NUMBER 267, 35.7 METERS (117.0 FT) SOUTH OF THE CENTERLINE OF
 FH0857'THE HIGHWAY EASTBOUND LANES, 0.6 METER (2.0 FT) NORTH OF THE
 FH0857'WESTERNMOST ONE OF TWO RIGHT-OF-WAY FENCE LINE BRACE POSTS, AND
 FH0857'0.2 METER (0.5 FT) NORTHEAST OF A WITNESS POST.  NOTE, TWO SETS OF
 FH0857'WITNESS POSTS ARE AT THIS STATION.
 FH0857'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 FH0857'THE MARK IS 1.5 M BELOW EASTBOUND HIGHWAY.
 FH0857
 FH0857                          STATION RECOVERY (1988)
 FH0857
 FH0857'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0857'RECOVERED IN GOOD CONDITION.
 FH0857
 FH0857                          STATION RECOVERY (1989)
 FH0857
 FH0857'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0857'RECOVERED IN GOOD CONDITION.
 FH0857
 FH0857                          STATION RECOVERY (1990)
 FH0857
 FH0857'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0857'RECOVERED IN GOOD CONDITION.
 FH0857
 FH0857                          STATION RECOVERY (2022)
 FH0857
 FH0857'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0857'MONUMENT RECOVERED IN GOOD CONDITION BY ODOT.
 FH0857
 FH0857                          STATION RECOVERY (2023)
 FH0857
 FH0857'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0857'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0902 ***********************************************************************
 FH0902  DESIGNATION -  U 199
 FH0902  PID         -  FH0902
 FH0902  STATE/COUNTY-  OK/SEQUOYAH
 FH0902  COUNTRY     -  US
 FH0902  USGS QUAD   -  VIAN (2019)
 FH0902
 FH0902                         *CURRENT SURVEY CONTROL
 FH0902  ______________________________________________________________________
 FH0902* NAD 83(1986) POSITION- 35 27 15.11   (N) 094 53 05.61   (W)   HD_HELD1
 FH0902* NAVD 88 ORTHO HEIGHT -   175.271 (meters)      575.03  (feet) ADJUSTED
 FH0902  ______________________________________________________________________
 FH0902  GEOID HEIGHT    -        -30.010 (meters)                     GEOID18
 FH0902  DYNAMIC HEIGHT  -        175.108 (meters)      574.50  (feet) COMP
 FH0902  MODELED GRAVITY -    979,701.4   (mgal)                       NAVD 88
 FH0902
 FH0902  VERT ORDER      -  FIRST     CLASS II
 FH0902
 FH0902.The horizontal coordinates were determined by differentially corrected
 FH0902.hand held GPS observations or other comparable positioning techniques
 FH0902.and have an estimated accuracy of +/- 3 meters.
 FH0902
 FH0902.The orthometric height was determined by differential leveling and
 FH0902.adjusted by the NATIONAL GEODETIC SURVEY
 FH0902.in June 1991.
 FH0902
 FH0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0902.GEOID18 height accuracy estimate available here.
 FH0902
 FH0902.Click photographs - Photos may exist for this station.
 FH0902
 FH0902.The dynamic height is computed by dividing the NAVD 88
 FH0902.geopotential number by the normal gravity value computed on the
 FH0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0902.degrees latitude (g = 980.6199 gals.).
 FH0902
 FH0902.The modeled gravity was interpolated from observed gravity values.
 FH0902
 FH0902;                    North         East    Units  Estimated Accuracy
 FH0902;SPC OK N     -    54,931.4     882,750.0     MT  (+/- 3 meters HH1 GPS) 
 FH0902
 FH0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2894625046(NAD 83)
 FH0902
 FH0902                          SUPERSEDED SURVEY CONTROL
 FH0902
 FH0902.No superseded survey control is available for this station.
 FH0902
 FH0902_MARKER: DV = VERTICAL CONTROL DISK
 FH0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0902_SP_SET: BRIDGE RETAINING WALL
 FH0902_STAMPING: U 199 1984
 FH0902_MARK LOGO: NGS
 FH0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0902+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2022
 FH0902
 FH0902  HISTORY     - Date     Condition        Report By
 FH0902  HISTORY     - 1984     MONUMENTED       NGS
 FH0902  HISTORY     - 1988     GOOD             USPSQD
 FH0902  HISTORY     - 1989     GOOD             USPSQD
 FH0902  HISTORY     - 1990     GOOD             USPSQD
 FH0902  HISTORY     - 20020815 GOOD             OKDOT
 FH0902  HISTORY     - 20220802 GOOD             OKDOT
 FH0902
 FH0902                          STATION DESCRIPTION
 FH0902
 FH0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0902'9.2 KM (5.7 MI) EAST FROM VIAN.
 FH0902'9.2 KM (5.7 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0902'STATE HIGHWAY 82 (ABOUT 1.1 KM (0.7 MI) SOUTH OF VIAN), AT THE EAST
 FH0902'END OF THE WESTBOUND OVERPASS BRIDGE OVER DWIGHT MISSION ROAD, SET IN
 FH0902'TOP OF THE LOWER ONE OF THREE LEVELS OF THE SOUTH RETAINING WALL, ALSO
 FH0902'8.9 KM (5.55 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0902'U.S. HIGHWAY 59 (ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF SALLISAW,
 FH0902'25.75 METERS (84.5 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES,
 FH0902'4.87 METERS (16.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES,
 FH0902'0.54 METERS (1.8 FT) WEST OF THE EAST END OF THE RETAINING WALL, AND
 FH0902'0.21 METERS (0.7 FT) EAST OF THE EAST END OF THE SECOND LEVEL OF THE
 FH0902'WALL.
 FH0902'THE MARK IS 0.7 M ABOVE WESTBOUND LANES.
 FH0902
 FH0902                          STATION RECOVERY (1988)
 FH0902
 FH0902'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0902'RECOVERED IN GOOD CONDITION.
 FH0902
 FH0902                          STATION RECOVERY (1989)
 FH0902
 FH0902'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0902'RECOVERED IN GOOD CONDITION.
 FH0902
 FH0902                          STATION RECOVERY (1990)
 FH0902
 FH0902'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0902'RECOVERED IN GOOD CONDITION.
 FH0902
 FH0902                          STATION RECOVERY (2002)
 FH0902
 FH0902'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0902'RECOVERED IN GOOD CONDITION.
 FH0902
 FH0902                          STATION RECOVERY (2022)
 FH0902
 FH0902'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0911 ***********************************************************************
 FH0911  DESIGNATION -  U 200
 FH0911  PID         -  FH0911
 FH0911  STATE/COUNTY-  OK/SEQUOYAH
 FH0911  COUNTRY     -  US
 FH0911  USGS QUAD   -  SALLISAW (2019)
 FH0911
 FH0911                         *CURRENT SURVEY CONTROL
 FH0911  ______________________________________________________________________
 FH0911* NAD 83(1986) POSITION- 35 27 16.91   (N) 094 45 51.64   (W)   HD_HELD1
 FH0911* NAVD 88 ORTHO HEIGHT -   150.771 (meters)      494.65  (feet) ADJUSTED
 FH0911  ______________________________________________________________________
 FH0911  GEOID HEIGHT    -        -29.984 (meters)                     GEOID18
 FH0911  DYNAMIC HEIGHT  -        150.630 (meters)      494.19  (feet) COMP
 FH0911  MODELED GRAVITY -    979,694.5   (mgal)                       NAVD 88
 FH0911
 FH0911  VERT ORDER      -  FIRST     CLASS II
 FH0911
 FH0911.The horizontal coordinates were determined by differentially corrected
 FH0911.hand held GPS observations or other comparable positioning techniques
 FH0911.and have an estimated accuracy of +/- 3 meters.
 FH0911
 FH0911.The orthometric height was determined by differential leveling and
 FH0911.adjusted by the NATIONAL GEODETIC SURVEY
 FH0911.in June 1991.
 FH0911
 FH0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0911.GEOID18 height accuracy estimate available here.
 FH0911
 FH0911.Click photographs - Photos may exist for this station.
 FH0911
 FH0911.The dynamic height is computed by dividing the NAVD 88
 FH0911.geopotential number by the normal gravity value computed on the
 FH0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0911.degrees latitude (g = 980.6199 gals.).
 FH0911
 FH0911.The modeled gravity was interpolated from observed gravity values.
 FH0911
 FH0911;                    North         East    Units  Estimated Accuracy
 FH0911;SPC OK N     -    55,344.7     893,686.0     MT  (+/- 3 meters HH1 GPS) 
 FH0911
 FH0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3988724899(NAD 83)
 FH0911
 FH0911                          SUPERSEDED SURVEY CONTROL
 FH0911
 FH0911.No superseded survey control is available for this station.
 FH0911
 FH0911_MARKER: DV = VERTICAL CONTROL DISK
 FH0911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0911_SP_SET: BRIDGE ABUTMENT
 FH0911_STAMPING: U 200 1984
 FH0911_MARK LOGO: NGS
 FH0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0911+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0911
 FH0911  HISTORY     - Date     Condition        Report By
 FH0911  HISTORY     - 1984     MONUMENTED       NGS
 FH0911  HISTORY     - 1988     GOOD             USPSQD
 FH0911  HISTORY     - 1989     GOOD             USPSQD
 FH0911  HISTORY     - 1990     GOOD             USPSQD
 FH0911  HISTORY     - 20220801 GOOD             OKDOT
 FH0911
 FH0911                          STATION DESCRIPTION
 FH0911
 FH0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0911'0.7 KM (0.45 MI) NW FROM SALLISAW.
 FH0911'0.7 KM (0.45 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION AND
 FH0911'OVERPASS OF INTERSTATE HIGHWAY 40 (ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF
 FH0911'SALLISAW), AT A CONCRETE BRIDGE OVER THE LITTLE SALLISAW CREEK, SET IN
 FH0911'TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, ABOUT 2.22 METERS
 FH0911'(7.3 FT) BELOW THE TOP OF THE CONCRETE RAILING, SOUTHWEST AND ACROSS
 FH0911'THE HIGHWAY FROM THE MATTOX SQUARE, 9.66 METERS (31.7 FT) SOUTHWEST OF
 FH0911'THE CENTERLINE OF U.S. HIGHWAY 64, 0.33 METERS (1.1 FT) SOUTHEAST OF
 FH0911'THE NORTHWEST EDGE OF THE ABUTMENT, AND 0.09 METERS (0.3 FT) NORTHEAST
 FH0911'OF THE SOUTHWEST END OF THE ABUTMENT.
 FH0911'THE MARK IS 1.52 M BELOW HIGHWAY.
 FH0911
 FH0911                          STATION RECOVERY (1988)
 FH0911
 FH0911'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0911'RECOVERED IN GOOD CONDITION.
 FH0911
 FH0911                          STATION RECOVERY (1989)
 FH0911
 FH0911'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0911'RECOVERED IN GOOD CONDITION.
 FH0911
 FH0911                          STATION RECOVERY (1990)
 FH0911
 FH0911'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0911'RECOVERED IN GOOD CONDITION.
 FH0911
 FH0911                          STATION RECOVERY (2022)
 FH0911
 FH0911'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1130 ***********************************************************************
 DM1130  DESIGNATION -  U 203
 DM1130  PID         -  DM1130
 DM1130  STATE/COUNTY-  OK/MCCURTAIN
 DM1130  COUNTRY     -  US
 DM1130  USGS QUAD   -  IDABEL (2019)
 DM1130
 DM1130                         *CURRENT SURVEY CONTROL
 DM1130  ______________________________________________________________________
 DM1130* NAD 83(1993) POSITION- 33 54 16.62723(N) 094 50 30.63666(W)   ADJUSTED
 DM1130* NAD 83(1993) ELLIP HT-   122.570 (meters)        (11/28/94)   ADJUSTED
 DM1130* NAVD 88 ORTHO HEIGHT -   150.505 (meters)      493.78  (feet) ADJUSTED
 DM1130  ______________________________________________________________________
 DM1130  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 DM1130  NAD 83(1993) X  -   -447,287.798 (meters)                     COMP
 DM1130  NAD 83(1993) Y  - -5,280,358.402 (meters)                     COMP
 DM1130  NAD 83(1993) Z  -  3,537,738.928 (meters)                     COMP
 DM1130  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 DM1130  DYNAMIC HEIGHT  -        150.352 (meters)      493.28  (feet) COMP
 DM1130  MODELED GRAVITY -    979,622.6   (mgal)                       NAVD 88
 DM1130
 DM1130  HORZ ORDER      -  SECOND
 DM1130  VERT ORDER      -  FIRST     CLASS II
 DM1130  ELLP ORDER      -  FIFTH     CLASS I
 DM1130
 DM1130.This mark is at Idabel Airport (F62)
 DM1130
 DM1130.The horizontal coordinates were established by GPS observations
 DM1130.and adjusted by the National Geodetic Survey in November 1994.
 DM1130
 DM1130.The orthometric height was determined by differential leveling and
 DM1130.adjusted by the NATIONAL GEODETIC SURVEY
 DM1130.in June 1991.
 DM1130
 DM1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1130.GEOID18 height accuracy estimate available here.
 DM1130
 DM1130.Click photographs - Photos may exist for this station.
 DM1130
 DM1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1130
 DM1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1130
 DM1130.The ellipsoidal height was determined by GPS observations
 DM1130.and is referenced to NAD 83.
 DM1130
 DM1130.The dynamic height is computed by dividing the NAVD 88
 DM1130.geopotential number by the normal gravity value computed on the
 DM1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1130.degrees latitude (g = 980.6199 gals.).
 DM1130
 DM1130.The modeled gravity was interpolated from observed gravity values.
 DM1130
 DM1130. The following values were computed from the NAD 83(1993) position.
 DM1130
 DM1130;                    North         East     Units Scale Factor Converg.
 DM1130;SPC OK S     -    67,938.537   892,045.343   MT  1.00000577   +1 47 33.4
 DM1130;SPC OK S     -   222,895.02  2,926,652.10   sFT  1.00000577   +1 47 33.4
 DM1130;UTM  15      - 3,753,107.477   329,708.704   MT  0.99995750   -1 01 39.5
 DM1130
 DM1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1130!SPC OK S     -   0.99998076  x   1.00000577  =   0.99998653
 DM1130!UTM  15      -   0.99998076  x   0.99995750  =   0.99993826
 DM1130
 DM1130:                Primary Azimuth Mark                     Grid Az
 DM1130:SPC OK S     -  BELLPORT                                 223 47 27.4
 DM1130:UTM  15      -  BELLPORT                                 226 36 40.3
 DM1130
 DM1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2970853107(NAD 83)
 DM1130
 DM1130|---------------------------------------------------------------------|
 DM1130| PID    Reference Object                     Distance      Geod. Az  |
 DM1130|                                                           dddmmss.s |
 DM1130| DM1467 BELLPORT                            423.740 METERS 2253500.8 |
 DM1130|---------------------------------------------------------------------|
 DM1130
 DM1130                          SUPERSEDED SURVEY CONTROL
 DM1130
 DM1130  NAD 83(1986)-  33 54 16.62928(N)    094 50 30.63436(W) AD(       ) 2
 DM1130  NAD 83(1986)-  33 54 16.62859(N)    094 50 30.65114(W) AD(       ) 2
 DM1130  NGVD 29             150.54   (m)          493.9    (f) LEVELING    3  
 DM1130
 DM1130.Superseded values are not recommended for survey control.
 DM1130
 DM1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1130.See file dsdata.pdf to determine how the superseded data were derived.
 DM1130
 DM1130_MARKER: I = METAL ROD
 DM1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1130_STAMPING: U 203 1986
 DM1130_MARK LOGO: NGS
 DM1130_PROJECTION: RECESSED 1 CENTIMETERS
 DM1130_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1130+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 DM1130_ROD/PIPE-DEPTH: 4.0 meters
 DM1130
 DM1130  HISTORY     - Date     Condition        Report By
 DM1130  HISTORY     - 1986     MONUMENTED       NGS
 DM1130  HISTORY     - 19890301 GOOD             NGS
 DM1130
 DM1130                          STATION DESCRIPTION
 DM1130
 DM1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1130'2.1 KM (1.3 MI) WEST FROM IDABEL.
 DM1130'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
 DM1130'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1130'U.S. HIGHWAY 259 IN IDABEL, THENCE 0.7 KM (0.45 MI) WEST ALONG
 DM1130'NORTHWEST 9TH STREET, THENCE 0.2 KM (0.1 MI) NORTH ALONG A PAVED
 DM1130'DRIVEWAY, 29.2 M (95.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 DM1130'HANGAR AT THE IDABEL MUNICIPAL AIRPORT, 12.8 M (42.0 FT) WEST OF THE
 DM1130'NORTHWEST CORNER OF THE AIRPORT OFFICE, 9.8 M (32.2 FT) NORTHEAST OF
 DM1130'THE CENTER OF A WATER METER COVER, 3.7 M (12.1 FT) SOUTH OF THE SOUTH
 DM1130'EDGE OF THE AIRPORT TAXI STRIP, 1.8 M (5.9 FT) SOUTHWEST OF THE
 DM1130'SOUTHWEST EDGE OF A SIDEWALK, AND 0.9 M (3.0 FT) NORTHWEST OF A FLAG
 DM1130'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1130
 DM1130                          STATION RECOVERY (1989)
 DM1130
 DM1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DM1130'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 DM1130'FOLLOWS.
 DM1130'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTHWEST OF IDABEL, 1.4
 DM1130'KM (0.85 MI) NORTH OF STATE HIGHWAY 37, AND 1.1 KM (0.70 MI) WEST OF
 DM1130'U.S. HIGHWAY 70, AT THE IDABEL AIRPORT.  OWNERSHIP--CITY OF IDABEL,
 DM1130'CITY HALL, IDABEL OK 74745.  AIRPORT MANAGER IS RICK BILLINGSLEY, RT 2
 DM1130'BOX 100, IDABEL OK 74745.  PHONE (405) 286-7608.
 DM1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DM1130'HIGHWAY 37 IN IDABEL, GO NORTHWEST ON HIGHWAY 70 FOR 0.9 KM (0.55 MI)
 DM1130'TO A PAVED STREET ON THE LEFT.  TURN LEFT AND GO WEST ON NORTHWEST 9TH
 DM1130'STREET FOR 0.5 KM (0.30 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 DM1130'AND GO NORTH ON THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO A GRAVELED ROAD
 DM1130'ON THE LEFT.  TURN LEFT AND GO WEST AND NORTH ON THE GRAVELED ROAD FOR
 DM1130'0.2 KM (0.10 MI) TO AN APRON.  TURN LEFT AND GO WEST, SOUTH, AND WEST
 DM1130'ON APRON PASSING BETWEEN TWO HANGARS TO THE STATION AND OFFICE ON THE
 DM1130'LEFT.
 DM1130'THE STATION IS A STANDARD NGS FLANGED ENCASED STAINLESS STEEL ROD WITH
 DM1130'LOGO CAP SET IN THE TOP OF A 5-INCH PVC PIPE CEMENTED INTO THE GROUND,
 DM1130'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP, AND IS FLUSH
 DM1130'WITH THE GROUND.  LOCATED 18.6 M (61.0 FT) SOUTH OF THE EXTENDED
 DM1130'CENTERLINE OF A TAXIWAY, 12.1 M (39.7 FT) WEST OF THE NORTHWEST CORNER
 DM1130'OF THE OFFICE, 1.9 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DM1130'SIDEWALK LEADING TO THE OFFICE, AND 0.9 M (3.0 FT) NORTHWEST OF THE
 DM1130'NORTHWEST FACE OF THE CONCRETE BASE OF A FLAGPOLE.
 DM1130'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0828 ***********************************************************************
 FJ0828  DESIGNATION -  U 204
 FJ0828  PID         -  FJ0828
 FJ0828  STATE/COUNTY-  OK/KINGFISHER
 FJ0828  COUNTRY     -  US
 FJ0828  USGS QUAD   -  DOVER (2018)
 FJ0828
 FJ0828                         *CURRENT SURVEY CONTROL
 FJ0828  ______________________________________________________________________
 FJ0828* NAD 83(1986) POSITION- 35 55 39.     (N) 097 55 28.     (W)   SCALED
 FJ0828* NAVD 88 ORTHO HEIGHT -   333.400 (meters)     1093.83  (feet) ADJUSTED
 FJ0828  ______________________________________________________________________
 FJ0828  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 FJ0828  DYNAMIC HEIGHT  -        333.099 (meters)     1092.84  (feet) COMP
 FJ0828  MODELED GRAVITY -    979,719.6   (mgal)                       NAVD 88
 FJ0828
 FJ0828  VERT ORDER      -  FIRST     CLASS II
 FJ0828
 FJ0828.The horizontal coordinates were scaled from a map and have
 FJ0828.an estimated accuracy of +/- 6 seconds.
 FJ0828
 FJ0828.The orthometric height was determined by differential leveling and
 FJ0828.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0828.in June 1991.
 FJ0828
 FJ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0828.GEOID18 height accuracy estimate available here.
 FJ0828
 FJ0828.Click photographs - Photos may exist for this station.
 FJ0828
 FJ0828.The dynamic height is computed by dividing the NAVD 88
 FJ0828.geopotential number by the normal gravity value computed on the
 FJ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0828.degrees latitude (g = 980.6199 gals.).
 FJ0828
 FJ0828.The modeled gravity was interpolated from observed gravity values.
 FJ0828
 FJ0828;                    North         East    Units  Estimated Accuracy
 FJ0828;SPC OK N     -   102,910.      606,820.      MT  (+/- 180 meters Scaled)
 FJ0828
 FJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE970764(NAD 83)
 FJ0828
 FJ0828                          SUPERSEDED SURVEY CONTROL
 FJ0828
 FJ0828  NGVD 29 (04/22/92)  333.240  (m)         1093.30   (f) ADJUSTED    1 2
 FJ0828
 FJ0828.Superseded values are not recommended for survey control.
 FJ0828
 FJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0828.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0828
 FJ0828_MARKER: I = METAL ROD
 FJ0828_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0828+WITH SETTING: INFORMATION.
 FJ0828_STAMPING: U 204 1985
 FJ0828_MARK LOGO: NGS
 FJ0828_PROJECTION: FLUSH
 FJ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0828_ROD/PIPE-DEPTH: 2.4 meters
 FJ0828
 FJ0828  HISTORY     - Date     Condition        Report By
 FJ0828  HISTORY     - 1985     MONUMENTED       NGS
 FJ0828
 FJ0828                          STATION DESCRIPTION
 FJ0828
 FJ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0828'6.5 KM (4.05 MI) SOUTH FROM DOVER.
 FJ0828'6.48 KM (4.03 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0828'DOVER, ALSO 7.96 KM (4.95 MI) NORTH OF KINGFISHER, IN THE SOUTHEAST
 FJ0828'CORNER OF THE JUNCTION OF A GRAVEL NORTH-SOUTH SECTION LINE ROAD, 0.84
 FJ0828'KM (0.52 MI) SOUTHWEST OF THE SOUTH END OF A BRIDGE OVER THE RAILROAD,
 FJ0828'25.6 METERS (84 FT) SOUTH OF THE NORTH BOUND LANES, 82.0 METERS
 FJ0828'(269 FT) EAST OF THE CENTER OF THE ROAD, 35.7 METERS (117 FT) WEST OF
 FJ0828'THE EAST END OF THE RIGHT OF WAY FENCE, 13.6 METERS (44.5 FT) NORTH OF
 FJ0828'THE CENTER OF A PAVED ROAD PARALELLING THE HIGHWAY LEADING EAST TO THE
 FJ0828'STATE HIGHWAY YARD, 5.0 METERS (16.5 FT) WEST OF A POWER POLE AND
 FJ0828'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ROD SET TO
 FJ0828'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 FJ0828'LOGO CAP.
 FJ0828'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FJ0828'THE MARK IS 0.3 M ABOVE THE NORTH BOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0575 ***********************************************************************
 GH0575  DESIGNATION -  U 205
 GH0575  PID         -  GH0575
 GH0575  STATE/COUNTY-  OK/GRANT
 GH0575  COUNTRY     -  US
 GH0575  USGS QUAD   -  POND CREEK (2018)
 GH0575
 GH0575                         *CURRENT SURVEY CONTROL
 GH0575  ______________________________________________________________________
 GH0575* NAD 83(1986) POSITION- 36 39 57.     (N) 097 50 23.     (W)   SCALED
 GH0575* NAVD 88 ORTHO HEIGHT -   328.478 (meters)     1077.68  (feet) ADJUSTED
 GH0575  ______________________________________________________________________
 GH0575  GEOID HEIGHT    -        -27.938 (meters)                     GEOID18
 GH0575  DYNAMIC HEIGHT  -        328.200 (meters)     1076.77  (feet) COMP
 GH0575  MODELED GRAVITY -    979,777.3   (mgal)                       NAVD 88
 GH0575
 GH0575  VERT ORDER      -  FIRST     CLASS II
 GH0575
 GH0575.The horizontal coordinates were scaled from a map and have
 GH0575.an estimated accuracy of +/- 6 seconds.
 GH0575
 GH0575.The orthometric height was determined by differential leveling and
 GH0575.adjusted by the NATIONAL GEODETIC SURVEY
 GH0575.in June 1991.
 GH0575
 GH0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0575.GEOID18 height accuracy estimate available here.
 GH0575
 GH0575.Click photographs - Photos may exist for this station.
 GH0575
 GH0575.The dynamic height is computed by dividing the NAVD 88
 GH0575.geopotential number by the normal gravity value computed on the
 GH0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0575.degrees latitude (g = 980.6199 gals.).
 GH0575
 GH0575.The modeled gravity was interpolated from observed gravity values.
 GH0575
 GH0575;                    North         East    Units  Estimated Accuracy
 GH0575;SPC OK N     -   184,850.      614,330.      MT  (+/- 180 meters Scaled)
 GH0575
 GH0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF036584(NAD 83)
 GH0575
 GH0575                          SUPERSEDED SURVEY CONTROL
 GH0575
 GH0575  NGVD 29 (04/22/92)  328.325  (m)         1077.18   (f) ADJUSTED    1 2
 GH0575
 GH0575.Superseded values are not recommended for survey control.
 GH0575
 GH0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0575.See file dsdata.pdf to determine how the superseded data were derived.
 GH0575
 GH0575_MARKER: I = METAL ROD
 GH0575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0575+WITH SETTING: INFORMATION.
 GH0575_STAMPING: U 205 1985
 GH0575_MARK LOGO: NGS
 GH0575_PROJECTION: FLUSH
 GH0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0575_ROD/PIPE-DEPTH: 2.4 meters
 GH0575
 GH0575  HISTORY     - Date     Condition        Report By
 GH0575  HISTORY     - 1985     MONUMENTED       NGS
 GH0575  HISTORY     - 20090202 MARK NOT FOUND   OKDOT
 GH0575
 GH0575                          STATION DESCRIPTION
 GH0575
 GH0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0575'4.0 KM (2.5 MI) WEST FROM PONDCREEK.
 GH0575'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0575'PONDCREEK, THENCE 3.5 KM (2.2 MI) SOUTH AND WEST ALONG US HIGHWAY 81
 GH0575'AND US HIGHWAY 60, AT A DIRT ROAD CROSSING, 10.4 METERS (34.2 FT)
 GH0575'SOUTH OF THE HIGHWAY CENTERLINE, 18.4 METERS (60.6 FT) WEST OF THE
 GH0575'CENTER OF THE ROAD, 0.3 METER (0.8 FT) NORTH OF A RIGHT OF WAY FENCE
 GH0575'AND 11.4 METERS (37.4 FT) WEST OF A POWER POLE.  ROD SET TO ANCHORED
 GH0575'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GH0575'CAP.
 GH0575'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0575'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GH0575
 GH0575                          STATION RECOVERY (2009)
 GH0575
 GH0575'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0575'I BELIEVE MONUMENT HAS BEEN DESTROYED
 GH0575'DUE TO HIGHWAY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0623 ***********************************************************************
 GH0623  DESIGNATION -  U 206
 GH0623  PID         -  GH0623
 GH0623  STATE/COUNTY-  OK/GRANT
 GH0623  COUNTRY     -  US
 GH0623  USGS QUAD   -  WAKITA (2018)
 GH0623
 GH0623                         *CURRENT SURVEY CONTROL
 GH0623  ______________________________________________________________________
 GH0623* NAD 83(1986) POSITION- 36 52 59.     (N) 097 56 56.     (W)   SCALED
 GH0623* NAVD 88 ORTHO HEIGHT -   346.180 (meters)     1135.76  (feet) ADJUSTED
 GH0623  ______________________________________________________________________
 GH0623  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 GH0623  DYNAMIC HEIGHT  -        345.895 (meters)     1134.82  (feet) COMP
 GH0623  MODELED GRAVITY -    979,797.7   (mgal)                       NAVD 88
 GH0623
 GH0623  VERT ORDER      -  FIRST     CLASS II
 GH0623
 GH0623.The horizontal coordinates were scaled from a map and have
 GH0623.an estimated accuracy of +/- 6 seconds.
 GH0623
 GH0623.The orthometric height was determined by differential leveling and
 GH0623.adjusted by the NATIONAL GEODETIC SURVEY
 GH0623.in June 1991.
 GH0623
 GH0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0623.GEOID18 height accuracy estimate available here.
 GH0623
 GH0623.Click photographs - Photos may exist for this station.
 GH0623
 GH0623.The dynamic height is computed by dividing the NAVD 88
 GH0623.geopotential number by the normal gravity value computed on the
 GH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0623.degrees latitude (g = 980.6199 gals.).
 GH0623
 GH0623.The modeled gravity was interpolated from observed gravity values.
 GH0623
 GH0623;                    North         East    Units  Estimated Accuracy
 GH0623;SPC OK N     -   208,940.      604,560.      MT  (+/- 180 meters Scaled)
 GH0623
 GH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF936824(NAD 83)
 GH0623
 GH0623                          SUPERSEDED SURVEY CONTROL
 GH0623
 GH0623.No superseded survey control is available for this station.
 GH0623
 GH0623_MARKER: I = METAL ROD
 GH0623_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GH0623+WITH SETTING: INFORMATION.
 GH0623_STAMPING: U 206 1985
 GH0623_MARK LOGO: NGS
 GH0623_PROJECTION: FLUSH
 GH0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0623_ROD/PIPE-DEPTH: 1.5 meters
 GH0623
 GH0623  HISTORY     - Date     Condition        Report By
 GH0623  HISTORY     - 1985     MONUMENTED       NGS
 GH0623
 GH0623                          STATION DESCRIPTION
 GH0623
 GH0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0623'2.5 KM (1.55 MI) WEST FROM WAKITA.
 GH0623'2.49 KM (1.55 MI) WEST ALONG A PAVED ROAD (MAIN STREET) FROM THE POST
 GH0623'OFFICE IN WAKITA, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK
 GH0623'ROAD LEADING SOUTH, 0.22 KM (0.14 MI) EAST OF THE BRIDGE OVER DUEL
 GH0623'CREEK, 11.7 METERS (38.5 FT) SOUTH OF THE CENTER OF THE ROAD, 4.9
 GH0623'METERS (16 FT) WEST OF THE CENTER OF THE TRACK ROAD, 48.3 METERS
 GH0623'(158.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 4 BY 4 FOOT
 GH0623'CONCRETE BOX CULVERT, 1.8 METERS (6 FT) WEST OF THE WEST END OF A WIRE
 GH0623'GATE AND 0.3 METER (1 FT) NORTH OF THE FENCE.  ROD SET TO 8 FOOT
 GH0623'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GH0623'LOGO CAP.
 GH0623'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0623'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0425 ***********************************************************************
 GJ0425  DESIGNATION -  U 207
 GJ0425  PID         -  GJ0425
 GJ0425  STATE/COUNTY-  OK/GRANT
 GJ0425  COUNTRY     -  US
 GJ0425  USGS QUAD   -  MANCHESTER (2018)
 GJ0425
 GJ0425                         *CURRENT SURVEY CONTROL
 GJ0425  ______________________________________________________________________
 GJ0425* NAD 83(1986) POSITION- 36 58 46.99   (N) 098 02 19.86   (W)   HD_HELD1
 GJ0425* NAVD 88 ORTHO HEIGHT -   374.984 (meters)     1230.26  (feet) ADJUSTED
 GJ0425  ______________________________________________________________________
 GJ0425  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 GJ0425  DYNAMIC HEIGHT  -        374.670 (meters)     1229.23  (feet) COMP
 GJ0425  MODELED GRAVITY -    979,782.7   (mgal)                       NAVD 88
 GJ0425
 GJ0425  VERT ORDER      -  FIRST     CLASS II
 GJ0425
 GJ0425.The horizontal coordinates were determined by differentially corrected
 GJ0425.hand held GPS observations or other comparable positioning techniques
 GJ0425.and have an estimated accuracy of +/- 3 meters.
 GJ0425
 GJ0425.The orthometric height was determined by differential leveling and
 GJ0425.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0425.in June 1991.
 GJ0425
 GJ0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0425.GEOID18 height accuracy estimate available here.
 GJ0425
 GJ0425.Click photographs - Photos may exist for this station.
 GJ0425
 GJ0425.The dynamic height is computed by dividing the NAVD 88
 GJ0425.geopotential number by the normal gravity value computed on the
 GJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0425.degrees latitude (g = 980.6199 gals.).
 GJ0425
 GJ0425.The modeled gravity was interpolated from observed gravity values.
 GJ0425
 GJ0425;                    North         East    Units  Estimated Accuracy
 GJ0425;SPC OK N     -   219,668.0     596,540.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0425
 GJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8554393054(NAD 83)
 GJ0425
 GJ0425                          SUPERSEDED SURVEY CONTROL
 GJ0425
 GJ0425.No superseded survey control is available for this station.
 GJ0425
 GJ0425_MARKER: I = METAL ROD
 GJ0425_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GJ0425+WITH SETTING: INFORMATION.
 GJ0425_STAMPING: U 207 1985
 GJ0425_MARK LOGO: NGS
 GJ0425_PROJECTION: FLUSH
 GJ0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0425+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2017
 GJ0425_ROD/PIPE-DEPTH: 1.2 meters
 GJ0425
 GJ0425  HISTORY     - Date     Condition        Report By
 GJ0425  HISTORY     - 1985     MONUMENTED       NGS
 GJ0425  HISTORY     - 20170106 GOOD             WOOLPT
 GJ0425
 GJ0425                          STATION DESCRIPTION
 GJ0425
 GJ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0425'1.8 KM (1.1 MI) SOUTH FROM MANCHESTER.
 GJ0425'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GJ0425'MANCHESTER, THENCE 1.57 KM (0.98 MI) SOUTH ALONG STATE HIGHWAY 132, IN
 GJ0425'THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING EAST TO
 GJ0425'AN OIL STORAGE TANK, 2.12 KM (1.32 MI) SOUTH OF THE OKLAHOMA-KANSAS
 GJ0425'STATE LINE, 16.3 METERS (53.5 FT) EAST OF THE HIGHWAY CENTERLINE, 6.4
 GJ0425'METERS (21 FT) SOUTH OF THE CENTER OF THE ROAD, 8.8 METERS (29 FT)
 GJ0425'NORTH OF A BURIED HIGH PRESSURE GAS LINE, 4.6 METERS (15 FT) SOUTH OF
 GJ0425'THE SOUTHWEST CORNER OF A CATTLE GUARD IN THE DIRT ROAD AND 0.3 METER
 GJ0425'(1 FT) WEST OF THE RIGHT OF WAY FENCE.  ROD SET TO ANCHORED REFUSAL.
 GJ0425'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GJ0425'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GJ0425'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GJ0425
 GJ0425                          STATION RECOVERY (2017)
 GJ0425
 GJ0425'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2017 (DJK)
 GJ0425'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0773 ***********************************************************************
 EK0773  DESIGNATION -  U 208
 EK0773  PID         -  EK0773
 EK0773  STATE/COUNTY-  OK/CHOCTAW
 EK0773  COUNTRY     -  US
 EK0773  USGS QUAD   -  FORT TOWSON (2019)
 EK0773
 EK0773                         *CURRENT SURVEY CONTROL
 EK0773  ______________________________________________________________________
 EK0773* NAD 83(1986) POSITION- 34 01 02.     (N) 095 15 24.     (W)   SCALED
 EK0773* NAVD 88 ORTHO HEIGHT -   136.901 (meters)      449.15  (feet) ADJUSTED
 EK0773  ______________________________________________________________________
 EK0773  GEOID HEIGHT    -        -29.006 (meters)                     GEOID18
 EK0773  DYNAMIC HEIGHT  -        136.756 (meters)      448.67  (feet) COMP
 EK0773  MODELED GRAVITY -    979,574.9   (mgal)                       NAVD 88
 EK0773
 EK0773  VERT ORDER      -  FIRST     CLASS II
 EK0773
 EK0773.The horizontal coordinates were scaled from a map and have
 EK0773.an estimated accuracy of +/- 6 seconds.
 EK0773
 EK0773.The orthometric height was determined by differential leveling and
 EK0773.adjusted by the NATIONAL GEODETIC SURVEY
 EK0773.in June 1991.
 EK0773
 EK0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0773.GEOID18 height accuracy estimate available here.
 EK0773
 EK0773.Click photographs - Photos may exist for this station.
 EK0773
 EK0773.The dynamic height is computed by dividing the NAVD 88
 EK0773.geopotential number by the normal gravity value computed on the
 EK0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0773.degrees latitude (g = 980.6199 gals.).
 EK0773
 EK0773.The modeled gravity was interpolated from observed gravity values.
 EK0773
 EK0773;                    North         East    Units  Estimated Accuracy
 EK0773;SPC OK S     -    79,300.      853,360.      MT  (+/- 180 meters Scaled)
 EK0773
 EK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT916663(NAD 83)
 EK0773
 EK0773                          SUPERSEDED SURVEY CONTROL
 EK0773
 EK0773.No superseded survey control is available for this station.
 EK0773
 EK0773_MARKER: DV = VERTICAL CONTROL DISK
 EK0773_SETTING: 66 = SET IN ROCK OUTCROP
 EK0773_STAMPING: U 208 1986
 EK0773_MARK LOGO: NGS
 EK0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0773+STABILITY: POSITION/ELEVATION WELL
 EK0773
 EK0773  HISTORY     - Date     Condition        Report By
 EK0773  HISTORY     - 1986     MONUMENTED       NGS
 EK0773
 EK0773                          STATION DESCRIPTION
 EK0773
 EK0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0773'25.6 KM (15.9 MI) EAST FROM HUGO.
 EK0773'25.6 KM (15.9 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0773'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, NEAR THE CENTER OF THE
 EK0773'SOUTHWEST 1/4 OF A 37 BY 43 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 EK0773'115.3 M (378.3 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 209 LEADING
 EK0773'SOUTH, 30.2 (99.1 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON
 EK0773'NORTHERN RAILROAD,  29.7 M (97.4 FT) WEST-NORTHWEST OF UTILITY
 EK0773'PEDESTAL NUMBER 300 295 LP1, 23.3 M (76.4 FT) SOUTH OF THE CENTERLINE
 EK0773'OF THE HIGHWAY, AND 7.8 M (25.6 FT) SOUTHEAST OF UTILITY POLE NUMBER
 EK0773'5620-19-2835.
 EK0773'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 EK0773'THE MARK IS 21.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0804 ***********************************************************************
 EK0804  DESIGNATION -  U 209
 EK0804  PID         -  EK0804
 EK0804  STATE/COUNTY-  OK/CHOCTAW
 EK0804  COUNTRY     -  US
 EK0804  USGS QUAD   -  BOSWELL SW (2018)
 EK0804
 EK0804                         *CURRENT SURVEY CONTROL
 EK0804  ______________________________________________________________________
 EK0804* NAD 83(1986) POSITION- 34 01 34.62   (N) 095 53 09.97   (W)   HD_HELD1
 EK0804* NAVD 88 ORTHO HEIGHT -   188.965 (meters)      619.96  (feet) ADJUSTED
 EK0804  ______________________________________________________________________
 EK0804  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 EK0804  DYNAMIC HEIGHT  -        188.766 (meters)      619.31  (feet) COMP
 EK0804  MODELED GRAVITY -    979,580.3   (mgal)                       NAVD 88
 EK0804
 EK0804  VERT ORDER      -  FIRST     CLASS II
 EK0804
 EK0804.The horizontal coordinates were determined by differentially corrected
 EK0804.hand held GPS observations or other comparable positioning techniques
 EK0804.and have an estimated accuracy of +/- 3 meters.
 EK0804
 EK0804.The orthometric height was determined by differential leveling and
 EK0804.adjusted by the NATIONAL GEODETIC SURVEY
 EK0804.in June 1991.
 EK0804
 EK0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0804.GEOID18 height accuracy estimate available here.
 EK0804
 EK0804.Click photographs - Photos may exist for this station.
 EK0804
 EK0804.The dynamic height is computed by dividing the NAVD 88
 EK0804.geopotential number by the normal gravity value computed on the
 EK0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0804.degrees latitude (g = 980.6199 gals.).
 EK0804
 EK0804.The modeled gravity was interpolated from observed gravity values.
 EK0804
 EK0804;                    North         East    Units  Estimated Accuracy
 EK0804;SPC OK S     -    78,908.9     795,214.2     MT  (+/- 3 meters HH1 GPS) 
 EK0804
 EK0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT3351468827(NAD 83)
 EK0804
 EK0804                          SUPERSEDED SURVEY CONTROL
 EK0804
 EK0804.No superseded survey control is available for this station.
 EK0804
 EK0804_MARKER: I = METAL ROD
 EK0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0804_STAMPING: U 209 1986
 EK0804_MARK LOGO: NGS
 EK0804_PROJECTION: FLUSH
 EK0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0804_ROD/PIPE-DEPTH: 4.3 meters
 EK0804
 EK0804  HISTORY     - Date     Condition        Report By
 EK0804  HISTORY     - 1986     MONUMENTED       NGS
 EK0804
 EK0804                          STATION DESCRIPTION
 EK0804
 EK0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0804'36.6 KM (22.75 MI) WEST FROM HUGO.
 EK0804'36.6 KM (22.75 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0804'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 18.0 M (59.1 FT) NORTH
 EK0804'OF THE CENTERLINE OF THE HIGHWAY, 16.5 M (54.1 FT) WEST OF THE CENTER
 EK0804'OF INDIAN ROAD LEADING NORTH, 6.8 M (22.3 FT) WEST OF A FENCE CORNER,
 EK0804'AND 0.9 M (3.0 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 EK0804'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0804'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0804'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0657 ***********************************************************************
 EL0657  DESIGNATION -  U 210
 EL0657  PID         -  EL0657
 EL0657  STATE/COUNTY-  OK/STEPHENS
 EL0657  COUNTRY     -  US
 EL0657  USGS QUAD   -  COMANCHE (2018)
 EL0657
 EL0657                         *CURRENT SURVEY CONTROL
 EL0657  ______________________________________________________________________
 EL0657* NAD 83(1986) POSITION- 34 22 22.     (N) 097 57 50.     (W)   SCALED
 EL0657* NAVD 88 ORTHO HEIGHT -   299.764 (meters)      983.48  (feet) ADJUSTED
 EL0657  ______________________________________________________________________
 EL0657  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 EL0657  DYNAMIC HEIGHT  -        299.462 (meters)      982.48  (feet) COMP
 EL0657  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 EL0657
 EL0657  VERT ORDER      -  FIRST     CLASS II
 EL0657
 EL0657.The horizontal coordinates were scaled from a map and have
 EL0657.an estimated accuracy of +/- 6 seconds.
 EL0657
 EL0657.The orthometric height was determined by differential leveling and
 EL0657.adjusted by the NATIONAL GEODETIC SURVEY
 EL0657.in June 1991.
 EL0657
 EL0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0657.GEOID18 height accuracy estimate available here.
 EL0657
 EL0657.Click photographs - Photos may exist for this station.
 EL0657
 EL0657.The dynamic height is computed by dividing the NAVD 88
 EL0657.geopotential number by the normal gravity value computed on the
 EL0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0657.degrees latitude (g = 980.6199 gals.).
 EL0657
 EL0657.The modeled gravity was interpolated from observed gravity values.
 EL0657
 EL0657;                    North         East    Units  Estimated Accuracy
 EL0657;SPC OK S     -   115,300.      603,320.      MT  (+/- 180 meters Scaled)
 EL0657
 EL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND952039(NAD 83)
 EL0657
 EL0657                          SUPERSEDED SURVEY CONTROL
 EL0657
 EL0657.No superseded survey control is available for this station.
 EL0657
 EL0657_MARKER: I = METAL ROD
 EL0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0657_STAMPING: U 210 1986
 EL0657_MARK LOGO: NGS
 EL0657_PROJECTION: FLUSH
 EL0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0657_ROD/PIPE-DEPTH: 10.4 meters
 EL0657
 EL0657  HISTORY     - Date     Condition        Report By
 EL0657  HISTORY     - 1986     MONUMENTED       NGS
 EL0657
 EL0657                          STATION DESCRIPTION
 EL0657
 EL0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0657'IN COMANCHE.
 EL0657'IN COMANCHE, AT THE INTERSECTION OF U.S. HIGHWAY 81 (THIRD STREET) AND
 EL0657'NORTH AVENUE, 12.3 M (40.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 EL0657'5.5 M (18.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 EL0657'EAST OF A UTILITY POLE WITH A STREET LIGHT.  NOTE--ACCESS TO DATUM
 EL0657'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0657'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST AND FENCE
 EL0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0682 ***********************************************************************
 EL0682  DESIGNATION -  U 211
 EL0682  PID         -  EL0682
 EL0682  STATE/COUNTY-  OK/GRADY
 EL0682  COUNTRY     -  US
 EL0682  USGS QUAD   -  MARLOW (2018)
 EL0682
 EL0682                         *CURRENT SURVEY CONTROL
 EL0682  ______________________________________________________________________
 EL0682* NAD 83(1986) POSITION- 34 43 49.42   (N) 097 57 28.30   (W)   HD_HELD1
 EL0682* NAVD 88 ORTHO HEIGHT -   406.563 (meters)     1333.87  (feet) ADJUSTED
 EL0682  ______________________________________________________________________
 EL0682  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 EL0682  DYNAMIC HEIGHT  -        406.142 (meters)     1332.48  (feet) COMP
 EL0682  MODELED GRAVITY -    979,587.2   (mgal)                       NAVD 88
 EL0682
 EL0682  VERT ORDER      -  FIRST     CLASS II
 EL0682
 EL0682.The horizontal coordinates were determined by differentially corrected
 EL0682.hand held GPS observations or other comparable positioning techniques
 EL0682.and have an estimated accuracy of +/- 3 meters.
 EL0682
 EL0682.The orthometric height was determined by differential leveling and
 EL0682.adjusted by the NATIONAL GEODETIC SURVEY
 EL0682.in June 1991.
 EL0682
 EL0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0682.GEOID18 height accuracy estimate available here.
 EL0682
 EL0682.Click photographs - Photos may exist for this station.
 EL0682
 EL0682.The dynamic height is computed by dividing the NAVD 88
 EL0682.geopotential number by the normal gravity value computed on the
 EL0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0682.degrees latitude (g = 980.6199 gals.).
 EL0682
 EL0682.The modeled gravity was interpolated from observed gravity values.
 EL0682
 EL0682;                    North         East    Units  Estimated Accuracy
 EL0682;SPC OK S     -   154,968.0     603,859.1     MT  (+/- 3 meters HH1 GPS) 
 EL0682
 EL0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9540943639(NAD 83)
 EL0682
 EL0682                          SUPERSEDED SURVEY CONTROL
 EL0682
 EL0682.No superseded survey control is available for this station.
 EL0682
 EL0682_MARKER: F = FLANGE-ENCASED ROD
 EL0682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0682+WITH SETTING: INFORMATION.
 EL0682_STAMPING: U 211 1986
 EL0682_MARK LOGO: NGS
 EL0682_PROJECTION: FLUSH
 EL0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0682+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0682_ROD/PIPE-DEPTH: 2.9 meters
 EL0682
 EL0682  HISTORY     - Date     Condition        Report By
 EL0682  HISTORY     - 1986     MONUMENTED       NGS
 EL0682  HISTORY     - 20180711 GOOD             OKDOT
 EL0682
 EL0682                          STATION DESCRIPTION
 EL0682
 EL0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0682'27.9 KM (17.35 MI) NORTH FROM DUNCAN.
 EL0682'27.9 KM (17.35 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0682'WITH PATE STREET  AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN,
 EL0682'34.0 M (111.5 FT) SOUTHWEST OF A UTILITY POLE WITH TWO TRANSFORMERS,
 EL0682'20.2 M (66.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6.2 M
 EL0682'(20.3 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO
 EL0682'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0682'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0682'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 EL0682
 EL0682                          STATION RECOVERY (2018)
 EL0682
 EL0682'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0966 ***********************************************************************
 DN0966  DESIGNATION -  U 212
 DN0966  PID         -  DN0966
 DN0966  STATE/COUNTY-  OK/BRYAN
 DN0966  COUNTRY     -  US
 DN0966  USGS QUAD   -  PLATTER (2018)
 DN0966
 DN0966                         *CURRENT SURVEY CONTROL
 DN0966  ______________________________________________________________________
 DN0966* NAD 83(1986) POSITION- 33 52 40.9    (N) 096 30 02.5    (W)   HD_HELD2
 DN0966* NAVD 88 ORTHO HEIGHT -   211.113 (meters)      692.63  (feet) ADJUSTED
 DN0966  ______________________________________________________________________
 DN0966  GEOID HEIGHT    -        -26.520 (meters)                     GEOID18
 DN0966  DYNAMIC HEIGHT  -        210.890 (meters)      691.89  (feet) COMP
 DN0966  MODELED GRAVITY -    979,573.6   (mgal)                       NAVD 88
 DN0966
 DN0966  VERT ORDER      -  FIRST     CLASS II
 DN0966
 DN0966.The horizontal coordinates were established by autonomous hand held GPS
 DN0966.observations and have an estimated accuracy of +/- 10 meters.
 DN0966
 DN0966.The orthometric height was determined by differential leveling and
 DN0966.adjusted by the NATIONAL GEODETIC SURVEY
 DN0966.in June 1991.
 DN0966
 DN0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0966.GEOID18 height accuracy estimate available here.
 DN0966
 DN0966.Click photographs - Photos may exist for this station.
 DN0966
 DN0966.The dynamic height is computed by dividing the NAVD 88
 DN0966.geopotential number by the normal gravity value computed on the
 DN0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0966.degrees latitude (g = 980.6199 gals.).
 DN0966
 DN0966.The modeled gravity was interpolated from observed gravity values.
 DN0966
 DN0966;                    North         East    Units  Estimated Accuracy
 DN0966;SPC OK S     -    61,450.      738,707.      MT  (+/- 10 meters HH2 GPS)
 DN0966
 DN0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3116251443(NAD 83)
 DN0966
 DN0966                          SUPERSEDED SURVEY CONTROL
 DN0966
 DN0966.No superseded survey control is available for this station.
 DN0966
 DN0966_MARKER: DV = VERTICAL CONTROL DISK
 DN0966_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0966_SP_SET: BRIDGE ABUTMENT
 DN0966_STAMPING: U 212 1986
 DN0966_MARK LOGO: NGS
 DN0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0966+STABILITY: POSITION/ELEVATION WELL
 DN0966
 DN0966  HISTORY     - Date     Condition        Report By
 DN0966  HISTORY     - 1986     MONUMENTED       NGS
 DN0966
 DN0966                          STATION DESCRIPTION
 DN0966
 DN0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0966'14.4 KM (8.95 MI) NORTH FROM DENISON TX.
 DN0966'14.4 KM (8.95 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0966'WITH FARM ROAD 120 IN DENISON, OR 17.1 KM (10.6 MI) SOUTHWESTERLY
 DN0966'ALONG U.S. HIGHWAY 69 BUSINESS ROUTE AND U.S. HIGHWAY 69 FROM ITS
 DN0966'JUNCTION WITH U.S. HIGHWAY 70 IN DURANT, IN TOP OF AND 2.9 M (9.5 FT)
 DN0966'SOUTH THE NORTH END OF THE NORTHWEST ABUTMENT OF A FARM ROAD OVERPASS,
 DN0966'22.7 M (74.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 DN0966'LANES OF THE HIGHWAY, AND 5.3 M (17.4 FT) EAST OF THE CENTER OF A
 DN0966'PAVED ROAD.
 DN0966'THE MARK IS 1.1 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0650 ***********************************************************************
 EL0650  DESIGNATION -  U 213
 EL0650  PID         -  EL0650
 EL0650  STATE/COUNTY-  OK/JEFFERSON
 EL0650  COUNTRY     -  US
 EL0650  USGS QUAD   -  WAURIKA EAST (2018)
 EL0650
 EL0650                         *CURRENT SURVEY CONTROL
 EL0650  ______________________________________________________________________
 EL0650* NAD 83(1986) POSITION- 34 14 44.     (N) 097 57 53.     (W)   SCALED
 EL0650* NAVD 88 ORTHO HEIGHT -   282.870 (meters)      928.05  (feet) ADJUSTED
 EL0650  ______________________________________________________________________
 EL0650  GEOID HEIGHT    -        -25.465 (meters)                     GEOID18
 EL0650  DYNAMIC HEIGHT  -        282.585 (meters)      927.11  (feet) COMP
 EL0650  MODELED GRAVITY -    979,621.3   (mgal)                       NAVD 88
 EL0650
 EL0650  VERT ORDER      -  FIRST     CLASS II
 EL0650
 EL0650.The horizontal coordinates were scaled from a map and have
 EL0650.an estimated accuracy of +/- 6 seconds.
 EL0650
 EL0650.The orthometric height was determined by differential leveling and
 EL0650.adjusted by the NATIONAL GEODETIC SURVEY
 EL0650.in June 1991.
 EL0650
 EL0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0650.GEOID18 height accuracy estimate available here.
 EL0650
 EL0650.Click photographs - Photos may exist for this station.
 EL0650
 EL0650.The dynamic height is computed by dividing the NAVD 88
 EL0650.geopotential number by the normal gravity value computed on the
 EL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0650.degrees latitude (g = 980.6199 gals.).
 EL0650
 EL0650.The modeled gravity was interpolated from observed gravity values.
 EL0650
 EL0650;                    North         East    Units  Estimated Accuracy
 EL0650;SPC OK S     -   101,190.      603,250.      MT  (+/- 180 meters Scaled)
 EL0650
 EL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC953898(NAD 83)
 EL0650
 EL0650                          SUPERSEDED SURVEY CONTROL
 EL0650
 EL0650.No superseded survey control is available for this station.
 EL0650
 EL0650_MARKER: I = METAL ROD
 EL0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0650+WITH SETTING: INFORMATION.
 EL0650_STAMPING: U 213 1986
 EL0650_MARK LOGO: NGS
 EL0650_PROJECTION: FLUSH
 EL0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0650_ROD/PIPE-DEPTH: 2.3 meters
 EL0650
 EL0650  HISTORY     - Date     Condition        Report By
 EL0650  HISTORY     - 1986     MONUMENTED       NGS
 EL0650
 EL0650                          STATION DESCRIPTION
 EL0650
 EL0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0650'10.3 KM (6.4 MI) NORTH FROM WAURIKA.
 EL0650'10.3 KM (6.4 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0650'WITH U.S. HIGHWAY 70 IN WAURIKA, 37.2 M (122.0 FT) SOUTHEAST OF THE
 EL0650'CENTERLINE OF THE HIGHWAY, 12.7 M (41.7 FT) NORTHEAST OF THE CENTER OF
 EL0650'A PAVED ROAD AT THE NORTH EDGE OF ADDINGTON, AND 2.5 M (8.2 FT)
 EL0650'SOUTHEAST OF THE SOUTHEAST CORNER OF AN 8 BY 10 FOOT GENERAL TELEPHONE
 EL0650'BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EL0650'CAP.
 EL0650'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EL0650'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0791 ***********************************************************************
 FJ0791  DESIGNATION -  U 214
 FJ0791  PID         -  FJ0791
 FJ0791  STATE/COUNTY-  OK/GRADY
 FJ0791  COUNTRY     -  US
 FJ0791  USGS QUAD   -  POCASSET (2018)
 FJ0791
 FJ0791                         *CURRENT SURVEY CONTROL
 FJ0791  ______________________________________________________________________
 FJ0791* NAD 83(1986) POSITION- 35 08 11.     (N) 097 57 42.     (W)   SCALED
 FJ0791* NAVD 88 ORTHO HEIGHT -   350.467 (meters)     1149.82  (feet) ADJUSTED
 FJ0791  ______________________________________________________________________
 FJ0791  GEOID HEIGHT    -        -26.689 (meters)                     GEOID18
 FJ0791  DYNAMIC HEIGHT  -        350.119 (meters)     1148.68  (feet) COMP
 FJ0791  MODELED GRAVITY -    979,630.2   (mgal)                       NAVD 88
 FJ0791
 FJ0791  VERT ORDER      -  FIRST     CLASS II
 FJ0791
 FJ0791.The horizontal coordinates were scaled from a map and have
 FJ0791.an estimated accuracy of +/- 6 seconds.
 FJ0791
 FJ0791.The orthometric height was determined by differential leveling and
 FJ0791.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0791.in June 1991.
 FJ0791
 FJ0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0791.GEOID18 height accuracy estimate available here.
 FJ0791
 FJ0791.Click photographs - Photos may exist for this station.
 FJ0791
 FJ0791.The dynamic height is computed by dividing the NAVD 88
 FJ0791.geopotential number by the normal gravity value computed on the
 FJ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0791.degrees latitude (g = 980.6199 gals.).
 FJ0791
 FJ0791.The modeled gravity was interpolated from observed gravity values.
 FJ0791
 FJ0791;                    North         East    Units  Estimated Accuracy
 FJ0791;SPC OK S     -   200,010.      603,490.      MT  (+/- 180 meters Scaled)
 FJ0791
 FJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND945886(NAD 83)
 FJ0791
 FJ0791                          SUPERSEDED SURVEY CONTROL
 FJ0791
 FJ0791.No superseded survey control is available for this station.
 FJ0791
 FJ0791_MARKER: DV = VERTICAL CONTROL DISK
 FJ0791_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0791_STAMPING: U 214 1986
 FJ0791_MARK LOGO: NGS
 FJ0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0791+STABILITY: POSITION/ELEVATION WELL
 FJ0791
 FJ0791  HISTORY     - Date     Condition        Report By
 FJ0791  HISTORY     - 1986     MONUMENTED       NGS
 FJ0791
 FJ0791                          STATION DESCRIPTION
 FJ0791
 FJ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0791'11.3 KM (7.0 MI) NORTH FROM CHICKASHA.
 FJ0791'11.3 KM (7.0 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0791'BUILDING IN CHICKASHA, 28.1 M (92.2 FT) SOUTH OF A UTILITY POLE, 18.2
 FJ0791'M (59.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.1 M (52.8 FT)
 FJ0791'SOUTHEAST OF A FENCE CORNER, 10.9 M (35.8 FT) EAST OF A FENCE, AND
 FJ0791'10.6 M (34.8 FT) WEST OF THE SOUTH END OF THE WEST HEADWALL OF A
 FJ0791'CONCRETE CULVERT.
 FJ0791'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0791'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1379 ***********************************************************************
 FJ1379  DESIGNATION -  U 215
 FJ1379  PID         -  FJ1379
 FJ1379  STATE/COUNTY-  OK/CLEVELAND
 FJ1379  COUNTRY     -  US
 FJ1379  USGS QUAD   -  NORMAN (2018)
 FJ1379
 FJ1379                         *CURRENT SURVEY CONTROL
 FJ1379  ______________________________________________________________________
 FJ1379* NAD 83(1986) POSITION- 35 12 14.76   (N) 097 28 01.75   (W)   HD_HELD1
 FJ1379* NAVD 88 ORTHO HEIGHT -   350.574 (meters)     1150.17  (feet) ADJUSTED
 FJ1379  ______________________________________________________________________
 FJ1379  GEOID HEIGHT    -        -26.511 (meters)                     GEOID18
 FJ1379  DYNAMIC HEIGHT  -        350.234 (meters)     1149.06  (feet) COMP
 FJ1379  MODELED GRAVITY -    979,652.5   (mgal)                       NAVD 88
 FJ1379
 FJ1379  VERT ORDER      -  FIRST     CLASS II
 FJ1379
 FJ1379.The horizontal coordinates were determined by differentially corrected
 FJ1379.hand held GPS observations or other comparable positioning techniques
 FJ1379.and have an estimated accuracy of +/- 3 meters.
 FJ1379
 FJ1379.The orthometric height was determined by differential leveling and
 FJ1379.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1379.in August 1994.
 FJ1379
 FJ1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1379.GEOID18 height accuracy estimate available here.
 FJ1379
 FJ1379.Click photographs - Photos may exist for this station.
 FJ1379
 FJ1379.The dynamic height is computed by dividing the NAVD 88
 FJ1379.geopotential number by the normal gravity value computed on the
 FJ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1379.degrees latitude (g = 980.6199 gals.).
 FJ1379
 FJ1379.The modeled gravity was interpolated from observed gravity values.
 FJ1379
 FJ1379;                    North         East    Units  Estimated Accuracy
 FJ1379;SPC OK S     -   207,646.1     648,521.1     MT  (+/- 3 meters HH1 GPS) 
 FJ1379
 FJ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3953296753(NAD 83)
 FJ1379
 FJ1379                          SUPERSEDED SURVEY CONTROL
 FJ1379
 FJ1379.No superseded survey control is available for this station.
 FJ1379
 FJ1379_MARKER: F = FLANGE-ENCASED ROD
 FJ1379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1379_STAMPING: U 215 1994
 FJ1379_MARK LOGO: NGS
 FJ1379_PROJECTION: FLUSH
 FJ1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1379+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 FJ1379_ROD/PIPE-DEPTH: 18.3 meters
 FJ1379
 FJ1379  HISTORY     - Date     Condition        Report By
 FJ1379  HISTORY     - 1994     MONUMENTED       NGS
 FJ1379  HISTORY     - 20220614 GOOD             WHE
 FJ1379
 FJ1379                          STATION DESCRIPTION
 FJ1379
 FJ1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1379'IN NORMAN, AT THE INTERSECTION OF LINDSEY STREET AND MCGEE DRIVE, 59.7
 FJ1379'M (195.9 FT) EAST OF THE DRIVE CENTER, 23.2 M (76.1 FT) SOUTH OF THE
 FJ1379'CENTER OF THE WEST ENTRANCE DOOR TO THE BETHAL BAPTIST CHURCH, 19.8 M
 FJ1379'(65.0 FT) NORTH OF THE STREET CENTER, 8.0 M (26.2 FT) NORTHEAST OF A
 FJ1379'UTILITY POLE, 3.8 M (12.5 FT) NORTH-NORTHEAST OF A GAS METER, 1.7 M
 FJ1379'(5.6 FT) SOUTH OF THE CENTER OF A SIGN (BETHAL BAPTIST CHURCH), AND
 FJ1379'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE MONUMENT IS
 FJ1379'ON PROPERTY OWNED BY THE BETHAL BAPTIST CHURCH, 1717 WEST LINDSEY
 FJ1379'STREET, NORMAN, OK 73069, TELEPHONE NUMBER (405) 329-3749.  ACCESS TO
 FJ1379'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1379
 FJ1379                          STATION RECOVERY (2022)
 FJ1379
 FJ1379'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2022 (TC)
 FJ1379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1404 ***********************************************************************
 FJ1404  DESIGNATION -  U 216
 FJ1404  PID         -  FJ1404
 FJ1404  STATE/COUNTY-  OK/OKLAHOMA
 FJ1404  COUNTRY     -  US
 FJ1404  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1404
 FJ1404                         *CURRENT SURVEY CONTROL
 FJ1404  ______________________________________________________________________
 FJ1404* NAD 83(1986) POSITION- 35 26 59.79   (N) 097 30 44.46   (W)   HD_HELD1
 FJ1404* NAVD 88 ORTHO HEIGHT -   359.813 (meters)     1180.49  (feet) ADJUSTED
 FJ1404  ______________________________________________________________________
 FJ1404  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 FJ1404  DYNAMIC HEIGHT  -        359.468 (meters)     1179.35  (feet) COMP
 FJ1404  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 FJ1404
 FJ1404  VERT ORDER      -  FIRST     CLASS II
 FJ1404
 FJ1404.The horizontal coordinates were determined by differentially corrected
 FJ1404.hand held GPS observations or other comparable positioning techniques
 FJ1404.and have an estimated accuracy of +/- 3 meters.
 FJ1404
 FJ1404.The orthometric height was determined by differential leveling and
 FJ1404.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1404.in August 1994.
 FJ1404
 FJ1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1404.GEOID18 height accuracy estimate available here.
 FJ1404
 FJ1404.Click photographs - Photos may exist for this station.
 FJ1404
 FJ1404.The dynamic height is computed by dividing the NAVD 88
 FJ1404.geopotential number by the normal gravity value computed on the
 FJ1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1404.degrees latitude (g = 980.6199 gals.).
 FJ1404
 FJ1404.The modeled gravity was interpolated from observed gravity values.
 FJ1404
 FJ1404;                    North         East    Units  Estimated Accuracy
 FJ1404;SPC OK N     -    50,033.9     644,272.5     MT  (+/- 3 meters HH1 GPS) 
 FJ1404
 FJ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3500823958(NAD 83)
 FJ1404
 FJ1404                          SUPERSEDED SURVEY CONTROL
 FJ1404
 FJ1404.No superseded survey control is available for this station.
 FJ1404
 FJ1404_MARKER: I = METAL ROD
 FJ1404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1404_STAMPING: U 216 1994
 FJ1404_MARK LOGO: NGS
 FJ1404_PROJECTION: FLUSH
 FJ1404_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1404+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 FJ1404_ROD/PIPE-DEPTH: 13.6 meters
 FJ1404
 FJ1404  HISTORY     - Date     Condition        Report By
 FJ1404  HISTORY     - 1994     MONUMENTED       NGS
 FJ1404  HISTORY     - 20090318 GOOD             INDIV
 FJ1404
 FJ1404                          STATION DESCRIPTION
 FJ1404
 FJ1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1404'IN OKLAHOMA CITY, AT THE INTERSECTION OF SOUTHEAST 15TH STREET AND
 FJ1404'SOUTH SANTA FE AVENUE, 25.3 M (83.0 FT) NORTH OF THE STREET
 FJ1404'CENTERLINE, 21.4 M (70.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 FJ1404'SOUTHEAST 15TH STREET BRIDGE SPANNING THE NORTH CANADIAN RIVER, 9.5 M
 FJ1404'(31.2 FT) EAST OF THE AVENUE CENTERLINE, 2.3 M (7.5 FT) WEST OF A
 FJ1404'WITNESS POST AND CHAIN-LINK FENCE, 2.0 M (6.6 FT) EAST OF THE MOST
 FJ1404'WESTERLY OF 3 UTILITY POLES, 0.9 M (3.0 FT) WEST OF THE CENTER 1 OF 3
 FJ1404'UTILITY POLES, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
 FJ1404'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1404
 FJ1404                          STATION RECOVERY (2009)
 FJ1404
 FJ1404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ1404'EXCAVATED THIS POINT AFTER PROBING WITH A ROD AND USED IT IN A LOCAL
 FJ1404'SURVEY. FOUND IT TO CHECK FLAT FOR ELEVATION WITH OTHER MARKS IN THE
 FJ1404'AREA. DESCRIPTION IS GOOD. LID IS MISSING FROM MONUMENT WELL, AND NO
 FJ1404'MAGNETIC MATERIAL IS PRESENT. BRYAN HULL, E.D. HILL SURVEYING AND
 FJ1404'ENGINEERING, OKC, OK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1065 ***********************************************************************
 EL1065  DESIGNATION -  U 217
 EL1065  PID         -  EL1065
 EL1065  STATE/COUNTY-  OK/CARTER
 EL1065  COUNTRY     -  US
 EL1065  USGS QUAD   -  MANNSVILLE (2018)
 EL1065
 EL1065                         *CURRENT SURVEY CONTROL
 EL1065  ______________________________________________________________________
 EL1065* NAD 83(1986) POSITION- 34 11 14.68   (N) 096 58 16.90   (W)   HD_HELD1
 EL1065* NAVD 88 ORTHO HEIGHT -   241.474 (meters)      792.24  (feet) ADJUSTED
 EL1065  ______________________________________________________________________
 EL1065  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 EL1065  DYNAMIC HEIGHT  -        241.222 (meters)      791.41  (feet) COMP
 EL1065  MODELED GRAVITY -    979,587.7   (mgal)                       NAVD 88
 EL1065
 EL1065  VERT ORDER      -  FIRST     CLASS II
 EL1065
 EL1065.The horizontal coordinates were determined by differentially corrected
 EL1065.hand held GPS observations or other comparable positioning techniques
 EL1065.and have an estimated accuracy of +/- 3 meters.
 EL1065
 EL1065.The orthometric height was determined by differential leveling and
 EL1065.adjusted by the NATIONAL GEODETIC SURVEY
 EL1065.in August 1994.
 EL1065
 EL1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1065.GEOID18 height accuracy estimate available here.
 EL1065
 EL1065.Click photographs - Photos may exist for this station.
 EL1065
 EL1065.The dynamic height is computed by dividing the NAVD 88
 EL1065.geopotential number by the normal gravity value computed on the
 EL1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1065.degrees latitude (g = 980.6199 gals.).
 EL1065
 EL1065.The modeled gravity was interpolated from observed gravity values.
 EL1065
 EL1065;                    North         East    Units  Estimated Accuracy
 EL1065;SPC OK S     -    95,220.3     694,815.9     MT  (+/- 3 meters HH1 GPS) 
 EL1065
 EL1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8694284796(NAD 83)
 EL1065
 EL1065                          SUPERSEDED SURVEY CONTROL
 EL1065
 EL1065.No superseded survey control is available for this station.
 EL1065
 EL1065_MARKER: F = FLANGE-ENCASED ROD
 EL1065_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EL1065_STAMPING: U 217 1994
 EL1065_MARK LOGO: NGS
 EL1065_PROJECTION: FLUSH
 EL1065_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1065+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EL1065_ROD/PIPE-DEPTH: 4.3 meters
 EL1065_SLEEVE-DEPTH  : 0.9 meters
 EL1065
 EL1065  HISTORY     - Date     Condition        Report By
 EL1065  HISTORY     - 1994     MONUMENTED       NGS
 EL1065  HISTORY     - 20220324 GOOD             WSRR
 EL1065
 EL1065                          STATION DESCRIPTION
 EL1065
 EL1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1065'8.2 KM (5.10 MI) WESTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL1065'IN MANNSVILLE, 19.1 M (62.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 18.3
 EL1065'M (60.0 FT) WEST OF THE CENTER OF A DRIVEWAY, 8.3 M (27.2 FT) WEST OF
 EL1065'A FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND
 EL1065'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 EL1065'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 EL1065'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 EL1065
 EL1065                          STATION RECOVERY (2022)
 EL1065
 EL1065'RECOVERY NOTE BY WALKERSVILLE SOUTHERN RR 2022 (MFM)
 EL1065'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0967 ***********************************************************************
 GG0967  DESIGNATION -  U 218
 GG0967  PID         -  GG0967
 GG0967  STATE/COUNTY-  OK/TULSA
 GG0967  COUNTRY     -  US
 GG0967  USGS QUAD   -  MINGO (2019)
 GG0967
 GG0967                         *CURRENT SURVEY CONTROL
 GG0967  ______________________________________________________________________
 GG0967* NAD 83(1986) POSITION- 36 08 02.63   (N) 095 51 32.61   (W)   HD_HELD1
 GG0967* NAVD 88 ORTHO HEIGHT -   197.753 (meters)      648.79  (feet) ADJUSTED
 GG0967  ______________________________________________________________________
 GG0967  GEOID HEIGHT    -        -29.055 (meters)                     GEOID18
 GG0967  DYNAMIC HEIGHT  -        197.579 (meters)      648.22  (feet) COMP
 GG0967  MODELED GRAVITY -    979,750.7   (mgal)                       NAVD 88
 GG0967
 GG0967  VERT ORDER      -  FIRST     CLASS II
 GG0967
 GG0967.The horizontal coordinates were determined by differentially corrected
 GG0967.hand held GPS observations or other comparable positioning techniques
 GG0967.and have an estimated accuracy of +/- 3 meters.
 GG0967
 GG0967.The orthometric height was determined by differential leveling and
 GG0967.adjusted by the NATIONAL GEODETIC SURVEY
 GG0967.in August 1994.
 GG0967
 GG0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0967.GEOID18 height accuracy estimate available here.
 GG0967
 GG0967.Click photographs - Photos may exist for this station.
 GG0967
 GG0967.The dynamic height is computed by dividing the NAVD 88
 GG0967.geopotential number by the normal gravity value computed on the
 GG0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0967.degrees latitude (g = 980.6199 gals.).
 GG0967
 GG0967.The modeled gravity was interpolated from observed gravity values.
 GG0967
 GG0967;                    North         East    Units  Estimated Accuracy
 GG0967;SPC OK N     -   127,952.1     792,681.8     MT  (+/- 3 meters HH1 GPS) 
 GG0967
 GG0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4272302605(NAD 83)
 GG0967
 GG0967                          SUPERSEDED SURVEY CONTROL
 GG0967
 GG0967.No superseded survey control is available for this station.
 GG0967
 GG0967_MARKER: F = FLANGE-ENCASED ROD
 GG0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0967_STAMPING: U 218 1994
 GG0967_MARK LOGO: NGS
 GG0967_PROJECTION: FLUSH
 GG0967_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0967+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 GG0967_ROD/PIPE-DEPTH: 4.3 meters
 GG0967
 GG0967  HISTORY     - Date     Condition        Report By
 GG0967  HISTORY     - 1994     MONUMENTED       NGS
 GG0967  HISTORY     - 20081105 GOOD             AIRDAT
 GG0967  HISTORY     - 20220616 GOOD             OKDOT
 GG0967
 GG0967                          STATION DESCRIPTION
 GG0967
 GG0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0967'3.5 KM (2.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 169 FROM THE JUNCTION OF
 GG0967'INTERSTATE HIGHWAY 244 IN TULSA, 62.7 M (205.7 FT) EAST OF THE
 GG0967'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 52.9 M (173.6 FT)
 GG0967'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF 21ST STREET, 14.8 M
 GG0967'(48.6 FT) EAST OF THE CENTER OF THE 21ST STREET NORTHBOUND ON-RAMP,
 GG0967'3.4 M (11.2 FT) SOUTH OF THE NORTH END OF A CHAIN-LINK FENCE ON THE
 GG0967'WEST SIDE OF A CONCRETE DITCH, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 GG0967'ON RAMP, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 GG0967'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GG0967
 GG0967                          STATION RECOVERY (2008)
 GG0967
 GG0967'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0967'TOP OF LOGO CAP AND PART OF PVC IS MISSING.
 GG0967
 GG0967                          STATION RECOVERY (2022)
 GG0967
 GG0967'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0967'BEHIND A LOCKED GATE, CONTACT CITY OF TULSA FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1409 ***********************************************************************
 FJ1409  DESIGNATION -  U 219
 FJ1409  PID         -  FJ1409
 FJ1409  STATE/COUNTY-  OK/CREEK
 FJ1409  COUNTRY     -  US
 FJ1409  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1409
 FJ1409                         *CURRENT SURVEY CONTROL
 FJ1409  ______________________________________________________________________
 FJ1409* NAD 83(1986) POSITION- 35 54 04.59   (N) 096 02 11.04   (W)   HD_HELD1
 FJ1409* NAVD 88 ORTHO HEIGHT -   214.499 (meters)      703.74  (feet) ADJUSTED
 FJ1409  ______________________________________________________________________
 FJ1409  GEOID HEIGHT    -        -28.860 (meters)                     GEOID18
 FJ1409  DYNAMIC HEIGHT  -        214.308 (meters)      703.11  (feet) COMP
 FJ1409  MODELED GRAVITY -    979,733.6   (mgal)                       NAVD 88
 FJ1409
 FJ1409  VERT ORDER      -  FIRST     CLASS II
 FJ1409
 FJ1409.The horizontal coordinates were determined by differentially corrected
 FJ1409.hand held GPS observations or other comparable positioning techniques
 FJ1409.and have an estimated accuracy of +/- 3 meters.
 FJ1409
 FJ1409.The orthometric height was determined by differential leveling and
 FJ1409.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1409.in August 1994.
 FJ1409
 FJ1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1409.GEOID18 height accuracy estimate available here.
 FJ1409
 FJ1409.Click photographs - Photos may exist for this station.
 FJ1409
 FJ1409.The dynamic height is computed by dividing the NAVD 88
 FJ1409.geopotential number by the normal gravity value computed on the
 FJ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1409.degrees latitude (g = 980.6199 gals.).
 FJ1409
 FJ1409.The modeled gravity was interpolated from observed gravity values.
 FJ1409
 FJ1409;                    North         East    Units  Estimated Accuracy
 FJ1409;SPC OK N     -   101,791.2     777,246.0     MT  (+/- 3 meters HH1 GPS) 
 FJ1409
 FJ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6747277056(NAD 83)
 FJ1409
 FJ1409                          SUPERSEDED SURVEY CONTROL
 FJ1409
 FJ1409.No superseded survey control is available for this station.
 FJ1409
 FJ1409_MARKER: F = FLANGE-ENCASED ROD
 FJ1409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1409+WITH SETTING: INFORMATION.
 FJ1409_STAMPING: U 219 1994
 FJ1409_MARK LOGO: NGS
 FJ1409_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1409+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1409
 FJ1409  HISTORY     - Date     Condition        Report By
 FJ1409  HISTORY     - 1994     MONUMENTED       NGS
 FJ1409  HISTORY     - 20220531 GOOD             OKDOT
 FJ1409
 FJ1409                          STATION DESCRIPTION
 FJ1409
 FJ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1409'12.6 KM (7.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1409'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, THENCE 2.2 KM
 FJ1409'(1.35 MI) EASTERLY ALONG WEST 81ST STREET SOUTH, A METAL ROD DRIVEN
 FJ1409'3.1 METERS AND FLUSH WITH THE GROUND, 19.2 M (63.0 FT)
 FJ1409'NORTH OF AND LEVEL WITH THE STREET CENTER, 8.4 M (27.6 FT) WEST OF THE
 FJ1409'CENTER OF A GRAVELED ROAD, 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE,
 FJ1409'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 FJ1409'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 FJ1409'AND ANCHORED.
 FJ1409
 FJ1409                          STATION RECOVERY (2022)
 FJ1409
 FJ1409'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9267 ***********************************************************************
 AC9267  DESIGNATION -  U 220
 AC9267  PID         -  AC9267
 AC9267  STATE/COUNTY-  OK/OKMULGEE
 AC9267  COUNTRY     -  US
 AC9267  USGS QUAD   -  OKMULGEE NE (2018)
 AC9267
 AC9267                         *CURRENT SURVEY CONTROL
 AC9267  ______________________________________________________________________
 AC9267* NAD 83(1986) POSITION- 35 40 04.02   (N) 095 51 18.57   (W)   HD_HELD1
 AC9267* NAVD 88 ORTHO HEIGHT -   217.657 (meters)      714.10  (feet) ADJUSTED
 AC9267  ______________________________________________________________________
 AC9267  GEOID HEIGHT    -        -29.225 (meters)                     GEOID18
 AC9267  DYNAMIC HEIGHT  -        217.456 (meters)      713.44  (feet) COMP
 AC9267  MODELED GRAVITY -    979,704.7   (mgal)                       NAVD 88
 AC9267
 AC9267  VERT ORDER      -  SECOND    CLASS I
 AC9267
 AC9267.The horizontal coordinates were determined by differentially corrected
 AC9267.hand held GPS observations or other comparable positioning techniques
 AC9267.and have an estimated accuracy of +/- 3 meters.
 AC9267
 AC9267.The orthometric height was determined by differential leveling and
 AC9267.adjusted by the NATIONAL GEODETIC SURVEY
 AC9267.in July 2002.
 AC9267
 AC9267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9267.GEOID18 height accuracy estimate available here.
 AC9267
 AC9267.Click photographs - Photos may exist for this station.
 AC9267
 AC9267.The dynamic height is computed by dividing the NAVD 88
 AC9267.geopotential number by the normal gravity value computed on the
 AC9267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9267.degrees latitude (g = 980.6199 gals.).
 AC9267
 AC9267.The modeled gravity was interpolated from observed gravity values.
 AC9267
 AC9267;                    North         East    Units  Estimated Accuracy
 AC9267;SPC OK N     -    76,237.4     794,175.6     MT  (+/- 3 meters HH1 GPS) 
 AC9267
 AC9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4156150858(NAD 83)
 AC9267
 AC9267                          SUPERSEDED SURVEY CONTROL
 AC9267
 AC9267.No superseded survey control is available for this station.
 AC9267
 AC9267_MARKER: I = METAL ROD
 AC9267_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9267_STAMPING: U 220 1997
 AC9267_MARK LOGO: NGS
 AC9267_PROJECTION: FLUSH
 AC9267_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9267+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9267_ROD/PIPE-DEPTH: 3.6 meters
 AC9267_SLEEVE-DEPTH  : 0.9 meters
 AC9267
 AC9267  HISTORY     - Date     Condition        Report By
 AC9267  HISTORY     - 1997     MONUMENTED       NGS
 AC9267
 AC9267                          STATION DESCRIPTION
 AC9267
 AC9267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9267'7.1 KM (4.40 MI) NORTHERLY ALONG STATE HIGHWAY 52 FROM THE JUNCTION OF
 AC9267'U.S.  HIGHWAY 62 IN MORRIS, 11.4 M (37.4 FT) EAST OF THE HIGHWAY
 AC9267'CENTERLINE, 7.5 M (24.6 FT) SOUTH OF THE CENTER OF A DRIVEWAY AND THE
 AC9267'EXTENDED CENTER OF A GRAVELED ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AC9267'THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND T-FENCE
 AC9267'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC9267'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9193 ***********************************************************************
 AC9193  DESIGNATION -  U 221
 AC9193  PID         -  AC9193
 AC9193  STATE/COUNTY-  OK/MCCLAIN
 AC9193  COUNTRY     -  US
 AC9193  USGS QUAD   -  WAYNE (2018)
 AC9193
 AC9193                         *CURRENT SURVEY CONTROL
 AC9193  ______________________________________________________________________
 AC9193* NAD 83(1986) POSITION- 34 58 55.     (N) 097 22 22.     (W)   SCALED
 AC9193* NAVD 88 ORTHO HEIGHT -   341.509 (meters)     1120.43  (feet) ADJUSTED
 AC9193  ______________________________________________________________________
 AC9193  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 AC9193  DYNAMIC HEIGHT  -        341.176 (meters)     1119.34  (feet) COMP
 AC9193  MODELED GRAVITY -    979,650.9   (mgal)                       NAVD 88
 AC9193
 AC9193  VERT ORDER      -  SECOND    CLASS I
 AC9193
 AC9193.The horizontal coordinates were scaled from a map and have
 AC9193.an estimated accuracy of +/- 6 seconds.
 AC9193
 AC9193.The orthometric height was determined by differential leveling and
 AC9193.adjusted by the NATIONAL GEODETIC SURVEY
 AC9193.in July 2002.
 AC9193
 AC9193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9193.GEOID18 height accuracy estimate available here.
 AC9193
 AC9193.Click photographs - Photos may exist for this station.
 AC9193
 AC9193.The dynamic height is computed by dividing the NAVD 88
 AC9193.geopotential number by the normal gravity value computed on the
 AC9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9193.degrees latitude (g = 980.6199 gals.).
 AC9193
 AC9193.The modeled gravity was interpolated from observed gravity values.
 AC9193
 AC9193;                    North         East    Units  Estimated Accuracy
 AC9193;SPC OK S     -   183,050.      657,270.      MT  (+/- 180 meters Scaled)
 AC9193
 AC9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD485722(NAD 83)
 AC9193
 AC9193                          SUPERSEDED SURVEY CONTROL
 AC9193
 AC9193.No superseded survey control is available for this station.
 AC9193
 AC9193_MARKER: DV = VERTICAL CONTROL DISK
 AC9193_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC9193_SP_SET: BRIDGE ABUTMENT
 AC9193_STAMPING: U 221 1997
 AC9193_MARK LOGO: NGS
 AC9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9193+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9193
 AC9193  HISTORY     - Date     Condition        Report By
 AC9193  HISTORY     - 1997     MONUMENTED       NGS
 AC9193
 AC9193                          STATION DESCRIPTION
 AC9193
 AC9193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9193'IN PURCELL, AT THE INTERSECTION OF STATE HIGHWAY 74 AND INTERSTATE
 AC9193'HIGHWAY 35 (EXIT 91) , SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 AC9193'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE INTERSTATE
 AC9193'HIGHWAY, 22.0 M (72.2 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES
 AC9193'OF THE INTERSTATE, 6.8 M (22.3 FT) SOUTHEAST OF THE HIGHWAY
 AC9193'CENTERLINE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0295 ***********************************************************************
 FK0295  DESIGNATION -  U 25
 FK0295  PID         -  FK0295
 FK0295  STATE/COUNTY-  OK/ROGER MILLS
 FK0295  COUNTRY     -  US
 FK0295  USGS QUAD   -  BIG KIOWA CREEK (2018)
 FK0295
 FK0295                         *CURRENT SURVEY CONTROL
 FK0295  ______________________________________________________________________
 FK0295* NAD 83(1986) POSITION- 35 31 51.     (N) 099 22 35.     (W)   SCALED
 FK0295* NAVD 88 ORTHO HEIGHT -   588.926 (meters)     1932.17  (feet) ADJUSTED
 FK0295  ______________________________________________________________________
 FK0295  GEOID HEIGHT    -        -27.531 (meters)                     GEOID18
 FK0295  DYNAMIC HEIGHT  -        588.321 (meters)     1930.18  (feet) COMP
 FK0295  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 FK0295
 FK0295  VERT ORDER      -  SECOND    CLASS 0
 FK0295
 FK0295.The horizontal coordinates were scaled from a map and have
 FK0295.an estimated accuracy of +/- 6 seconds.
 FK0295
 FK0295.The orthometric height was determined by differential leveling and
 FK0295.adjusted by the NATIONAL GEODETIC SURVEY
 FK0295.in June 1991.
 FK0295
 FK0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0295.GEOID18 height accuracy estimate available here.
 FK0295
 FK0295.Click photographs - Photos may exist for this station.
 FK0295
 FK0295.The dynamic height is computed by dividing the NAVD 88
 FK0295.geopotential number by the normal gravity value computed on the
 FK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0295.degrees latitude (g = 980.6199 gals.).
 FK0295
 FK0295.The modeled gravity was interpolated from observed gravity values.
 FK0295
 FK0295;                    North         East    Units  Estimated Accuracy
 FK0295;SPC OK N     -    59,780.      475,170.      MT  (+/- 180 meters Scaled)
 FK0295
 FK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME658319(NAD 83)
 FK0295
 FK0295                          SUPERSEDED SURVEY CONTROL
 FK0295
 FK0295  NGVD 29 (??/??/92)  588.662  (m)         1931.30   (f) ADJ UNCH    2 0
 FK0295
 FK0295.Superseded values are not recommended for survey control.
 FK0295
 FK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0295.See file dsdata.pdf to determine how the superseded data were derived.
 FK0295
 FK0295_MARKER: DB = BENCH MARK DISK
 FK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0295_STAMPING: U 25 1934
 FK0295_MARK LOGO: CGS
 FK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0295+STABILITY: SURFACE MOTION
 FK0295
 FK0295  HISTORY     - Date     Condition        Report By
 FK0295  HISTORY     - 1934     MONUMENTED       CGS
 FK0295  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0295  HISTORY     - 19960626 MARK NOT FOUND   OKDOT
 FK0295
 FK0295                          STATION DESCRIPTION
 FK0295
 FK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0295'AT CARPENTER.
 FK0295'AT CARPENTER, ROGER MILLS COUNTY, 396 FEET NORTH OF THE
 FK0295'MISSOURI-KANSAS-TEXAS RAILROAD STATION, 385 FEET NORTH OF
 FK0295'MILEPOST 145, 300 FEET SOUTH OF BRIDGE 145.1, 35 FEET NORTHEAST
 FK0295'OF THE PORCH OF THE SECTION FOREMANS HOUSE, 24 FEET WEST OF
 FK0295'THE WEST RAIL OF THE MAIN TRACK, AND AT THE NORTHEAST CORNER
 FK0295'OF THE YARD AROUND THE SECTION FOREMANS HOUSE.  A STANDARD
 FK0295'DISK, STAMPED U 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0295
 FK0295                          STATION RECOVERY (1986)
 FK0295
 FK0295'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0295'MARK NOT FOUND.
 FK0295
 FK0295                          STATION RECOVERY (1996)
 FK0295
 FK0295'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0488 ***********************************************************************
 EM0488  DESIGNATION -  U 26
 EM0488  PID         -  EM0488
 EM0488  STATE/COUNTY-  OK/GREER
 EM0488  COUNTRY     -  US
 EM0488  USGS QUAD   -  MANGUM NORTH (2018)
 EM0488
 EM0488                         *CURRENT SURVEY CONTROL
 EM0488  ______________________________________________________________________
 EM0488* NAD 83(1986) POSITION- 34 59 14.97   (N) 099 31 17.95   (W)   HD_HELD1
 EM0488* NAVD 88 ORTHO HEIGHT -   503.138 (meters)     1650.71  (feet) ADJUSTED
 EM0488  ______________________________________________________________________
 EM0488  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 EM0488  DYNAMIC HEIGHT  -        502.628 (meters)     1649.04  (feet) COMP
 EM0488  MODELED GRAVITY -    979,605.8   (mgal)                       NAVD 88
 EM0488
 EM0488  VERT ORDER      -  SECOND    CLASS 0
 EM0488
 EM0488.The horizontal coordinates were determined by differentially corrected
 EM0488.hand held GPS observations or other comparable positioning techniques
 EM0488.and have an estimated accuracy of +/- 3 meters.
 EM0488
 EM0488.The orthometric height was determined by differential leveling and
 EM0488.adjusted by the NATIONAL GEODETIC SURVEY
 EM0488.in June 1991.
 EM0488
 EM0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0488.GEOID18 height accuracy estimate available here.
 EM0488
 EM0488.Click photographs - Photos may exist for this station.
 EM0488
 EM0488.The dynamic height is computed by dividing the NAVD 88
 EM0488.geopotential number by the normal gravity value computed on the
 EM0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0488.degrees latitude (g = 980.6199 gals.).
 EM0488
 EM0488.The modeled gravity was interpolated from observed gravity values.
 EM0488
 EM0488;                    North         East    Units  Estimated Accuracy
 EM0488;SPC OK S     -   184,534.7     461,080.7     MT  (+/- 3 meters HH1 GPS) 
 EM0488
 EM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5239071780(NAD 83)
 EM0488
 EM0488                          SUPERSEDED SURVEY CONTROL
 EM0488
 EM0488  NGVD 29 (??/??/92)  502.939  (m)         1650.06   (f) ADJ UNCH    2 0
 EM0488
 EM0488.Superseded values are not recommended for survey control.
 EM0488
 EM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0488.See file dsdata.pdf to determine how the superseded data were derived.
 EM0488
 EM0488_MARKER: DB = BENCH MARK DISK
 EM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0488_STAMPING: U 26 1934
 EM0488_MARK LOGO: CGS
 EM0488_PROJECTION: FLUSH
 EM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0488+STABILITY: SURFACE MOTION
 EM0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0488+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2023
 EM0488
 EM0488  HISTORY     - Date     Condition        Report By
 EM0488  HISTORY     - 1934     MONUMENTED       CGS
 EM0488  HISTORY     - 1963     GOOD             CGS
 EM0488  HISTORY     - 20230112 GOOD             PRIVTE
 EM0488
 EM0488                          STATION DESCRIPTION
 EM0488
 EM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0488'1.6 MI S FROM BRINKMAN.
 EM0488'1.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0488'STATION AT BRINKMAN, GREER COUNTY, 1/4 MILE SOUTH OF MILEPOST 104, AT
 EM0488'A SECTION-LINE ROAD CROSSING, 60 FEET EAST OF THE EAST RAIL, 30 FEET
 EM0488'NORTH OF THE CENTERLINE OF THE ROAD, AND AT A FENCE CORNER.  A
 EM0488'STANDARD DISK, STAMPED U 26 1934 AND SET IN THE TOP OF A CONCRETE
 EM0488'POST.  NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD
 EM0488'CROSSING IS ABOUT 0.4 MILE SOUTH OF MILEPOST 104.
 EM0488
 EM0488                          STATION RECOVERY (1963)
 EM0488
 EM0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0488'RECOVERED IN GOOD CONDITION.
 EM0488
 EM0488                          STATION RECOVERY (2023)
 EM0488
 EM0488'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2023 (JFD)
 EM0488'RAILROAD TRACK IS NO LONGER VISIBLE.  RAILROAD BED IS VISIBLE AND ALL
 EM0488'OTHER DESCRIPTIONS REMAIN THE SAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0384 ***********************************************************************
 FK0384  DESIGNATION -  U 28
 FK0384  PID         -  FK0384
 FK0384  STATE/COUNTY-  OK/WASHITA
 FK0384  COUNTRY     -  US
 FK0384  USGS QUAD   -  ROCKY (2018)
 FK0384
 FK0384                         *CURRENT SURVEY CONTROL
 FK0384  ______________________________________________________________________
 FK0384* NAD 83(1986) POSITION- 35 09 24.     (N) 099 03 37.     (W)   SCALED
 FK0384* NAVD 88 ORTHO HEIGHT -   502.324 (meters)     1648.04  (feet) ADJUSTED
 FK0384  ______________________________________________________________________
 FK0384  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 FK0384  DYNAMIC HEIGHT  -        501.812 (meters)     1646.36  (feet) COMP
 FK0384  MODELED GRAVITY -    979,598.4   (mgal)                       NAVD 88
 FK0384
 FK0384  VERT ORDER      -  SECOND    CLASS 0
 FK0384
 FK0384.The horizontal coordinates were scaled from a map and have
 FK0384.an estimated accuracy of +/- 6 seconds.
 FK0384
 FK0384.The orthometric height was determined by differential leveling and
 FK0384.adjusted by the NATIONAL GEODETIC SURVEY
 FK0384.in June 1991.
 FK0384
 FK0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0384.GEOID18 height accuracy estimate available here.
 FK0384
 FK0384.Click photographs - Photos may exist for this station.
 FK0384
 FK0384.The dynamic height is computed by dividing the NAVD 88
 FK0384.geopotential number by the normal gravity value computed on the
 FK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0384.degrees latitude (g = 980.6199 gals.).
 FK0384
 FK0384.The modeled gravity was interpolated from observed gravity values.
 FK0384
 FK0384;                    North         East    Units  Estimated Accuracy
 FK0384;SPC OK S     -   202,760.      503,400.      MT  (+/- 180 meters Scaled)
 FK0384
 FK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD945904(NAD 83)
 FK0384
 FK0384                          SUPERSEDED SURVEY CONTROL
 FK0384
 FK0384  NGVD 29 (??/??/92)  502.120  (m)         1647.37   (f) ADJ UNCH    2 0
 FK0384
 FK0384.Superseded values are not recommended for survey control.
 FK0384
 FK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0384.See file dsdata.pdf to determine how the superseded data were derived.
 FK0384
 FK0384_MARKER: DB = BENCH MARK DISK
 FK0384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0384_SP_SET: STEP
 FK0384_STAMPING: 1647.372 U 28 1934
 FK0384_MARK LOGO: CGS
 FK0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0384
 FK0384  HISTORY     - Date     Condition        Report By
 FK0384  HISTORY     - 1934     MONUMENTED       CGS
 FK0384  HISTORY     - 1940     GOOD             CGS
 FK0384
 FK0384                          STATION DESCRIPTION
 FK0384
 FK0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FK0384'AT ROCKY.
 FK0384'AT ROCKY, ONE BLOCK EAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 FK0384'ONE BLOCK WEST OF THE POST OFFICE, 40 FEET WEST OF THE CENTERLINE
 FK0384'OF STATE HIGHWAY 14, AT THE STATE BANK, AND IN THE TOP OF THE
 FK0384'NORTH STEP, 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FK0384'STAMPED 1647.372 U 28 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0156 ***********************************************************************
 EM0156  DESIGNATION -  U 29
 EM0156  PID         -  EM0156
 EM0156  STATE/COUNTY-  OK/KIOWA
 EM0156  COUNTRY     -  US
 EM0156  USGS QUAD   -  SNYDER (2018)
 EM0156
 EM0156                         *CURRENT SURVEY CONTROL
 EM0156  ______________________________________________________________________
 EM0156* NAD 83(1986) POSITION- 34 41 50.     (N) 098 56 58.     (W)   SCALED
 EM0156* NAVD 88 ORTHO HEIGHT -   419.820 (meters)     1377.36  (feet) ADJUSTED
 EM0156  ______________________________________________________________________
 EM0156  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 EM0156  DYNAMIC HEIGHT  -        419.403 (meters)     1375.99  (feet) COMP
 EM0156  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 EM0156
 EM0156  VERT ORDER      -  SECOND    CLASS 0
 EM0156
 EM0156.The horizontal coordinates were scaled from a map and have
 EM0156.an estimated accuracy of +/- 6 seconds.
 EM0156
 EM0156.The orthometric height was determined by differential leveling and
 EM0156.adjusted by the NATIONAL GEODETIC SURVEY
 EM0156.in June 1991.
 EM0156
 EM0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0156.GEOID18 height accuracy estimate available here.
 EM0156
 EM0156.Click photographs - Photos may exist for this station.
 EM0156
 EM0156.The dynamic height is computed by dividing the NAVD 88
 EM0156.geopotential number by the normal gravity value computed on the
 EM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0156.degrees latitude (g = 980.6199 gals.).
 EM0156
 EM0156.The modeled gravity was interpolated from observed gravity values.
 EM0156
 EM0156;                    North         East    Units  Estimated Accuracy
 EM0156;SPC OK S     -   151,700.      513,020.      MT  (+/- 180 meters Scaled)
 EM0156
 EM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND046394(NAD 83)
 EM0156
 EM0156                          SUPERSEDED SURVEY CONTROL
 EM0156
 EM0156  NGVD 29 (??/??/92)  419.681  (m)         1376.90   (f) ADJ UNCH    2 0
 EM0156
 EM0156.Superseded values are not recommended for survey control.
 EM0156
 EM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0156.See file dsdata.pdf to determine how the superseded data were derived.
 EM0156
 EM0156_MARKER: DB = BENCH MARK DISK
 EM0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0156_SP_SET: BUILDING WALL
 EM0156_STAMPING: U 29 1934
 EM0156_MARK LOGO: CGS
 EM0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0156
 EM0156  HISTORY     - Date     Condition        Report By
 EM0156  HISTORY     - 1934     MONUMENTED       CGS
 EM0156  HISTORY     - 1963     GOOD             CGS
 EM0156  HISTORY     - 1984     GOOD             LOCSUR
 EM0156  HISTORY     - 19960515 GOOD             OKDOT
 EM0156
 EM0156                          STATION DESCRIPTION
 EM0156
 EM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0156'IN MOUNTAIN PARK.
 EM0156'AT MOUNTAIN PARK, 2 BLOCKS EAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EM0156'STATION, AT THE PLANTERS STATE BANK, IN THE NORTH FRONT BRICK WALL,
 EM0156'WEST OF THE DOOR, AND 5 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED
 EM0156'U 29 1934 AND SET VERTICALLY.
 EM0156
 EM0156                          STATION RECOVERY (1963)
 EM0156
 EM0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0156'RECOVERED IN GOOD CONDITION.
 EM0156
 EM0156                          STATION RECOVERY (1984)
 EM0156
 EM0156'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 EM0156'RECOVERED IN GOOD CONDITION.
 EM0156
 EM0156                          STATION RECOVERY (1996)
 EM0156
 EM0156'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0156'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0127 ***********************************************************************
 FK0127  DESIGNATION -  U 30
 FK0127  PID         -  FK0127
 FK0127  STATE/COUNTY-  OK/KIOWA
 FK0127  COUNTRY     -  US
 FK0127  USGS QUAD   -  GOTEBO WEST (2018)
 FK0127
 FK0127                         *CURRENT SURVEY CONTROL
 FK0127  ______________________________________________________________________
 FK0127* NAD 83(1986) POSITION- 35 03 12.     (N) 098 57 18.     (W)   SCALED
 FK0127* NAVD 88 ORTHO HEIGHT -   461.653 (meters)     1514.61  (feet) ADJUSTED
 FK0127  ______________________________________________________________________
 FK0127  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 FK0127  DYNAMIC HEIGHT  -        461.191 (meters)     1513.09  (feet) COMP
 FK0127  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 FK0127
 FK0127  VERT ORDER      -  SECOND    CLASS 0
 FK0127
 FK0127.The horizontal coordinates were scaled from a map and have
 FK0127.an estimated accuracy of +/- 6 seconds.
 FK0127
 FK0127.The orthometric height was determined by differential leveling and
 FK0127.adjusted by the NATIONAL GEODETIC SURVEY
 FK0127.in June 1991.
 FK0127
 FK0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0127.GEOID18 height accuracy estimate available here.
 FK0127
 FK0127.Click photographs - Photos may exist for this station.
 FK0127
 FK0127.The dynamic height is computed by dividing the NAVD 88
 FK0127.geopotential number by the normal gravity value computed on the
 FK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0127.degrees latitude (g = 980.6199 gals.).
 FK0127
 FK0127.The modeled gravity was interpolated from observed gravity values.
 FK0127
 FK0127;                    North         East    Units  Estimated Accuracy
 FK0127;SPC OK S     -   191,200.      512,880.      MT  (+/- 180 meters Scaled)
 FK0127
 FK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND041789(NAD 83)
 FK0127
 FK0127                          SUPERSEDED SURVEY CONTROL
 FK0127
 FK0127  NGVD 29 (??/??/92)  461.484  (m)         1514.05   (f) ADJ UNCH    2 0
 FK0127
 FK0127.Superseded values are not recommended for survey control.
 FK0127
 FK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0127.See file dsdata.pdf to determine how the superseded data were derived.
 FK0127
 FK0127_MARKER: DB = BENCH MARK DISK
 FK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0127_STAMPING: U 30 1934
 FK0127_MARK LOGO: CGS
 FK0127_PROJECTION: FLUSH
 FK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0127+STABILITY: SURFACE MOTION
 FK0127
 FK0127  HISTORY     - Date     Condition        Report By
 FK0127  HISTORY     - 1934     MONUMENTED       CGS
 FK0127  HISTORY     - 1963     GOOD             CGS
 FK0127
 FK0127                          STATION DESCRIPTION
 FK0127
 FK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0127'4.8 MI W FROM GOTEBO.
 FK0127'4.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0127'FROM THE STATION IN GOTEBO, 8.1 MILES EAST FROM THE STATION IN
 FK0127'HOBART, AT A NORTH-SOUTH SECTION LINE ROAD CROSSING, 43.0 FEET
 FK0127'SOUTH OF THE SOUTH RAIL, 44.0 FEET EAST OF THE CENTER OF THE
 FK0127'ROAD, 51.0 FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND 4 FEET
 FK0127'NORTHEAST OF FENCE POST, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0080 ***********************************************************************
 FK0080  DESIGNATION -  U 31
 FK0080  PID         -  FK0080
 FK0080  STATE/COUNTY-  OK/CADDO
 FK0080  COUNTRY     -  US
 FK0080  USGS QUAD   -  ANADARKO WEST (2018)
 FK0080
 FK0080                         *CURRENT SURVEY CONTROL
 FK0080  ______________________________________________________________________
 FK0080* NAD 83(1986) POSITION- 35 06 06.     (N) 098 20 17.     (W)   SCALED
 FK0080* NAVD 88 ORTHO HEIGHT -   373.608 (meters)     1225.75  (feet) ADJUSTED
 FK0080  ______________________________________________________________________
 FK0080  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 FK0080  DYNAMIC HEIGHT  -        373.225 (meters)     1224.49  (feet) COMP
 FK0080  MODELED GRAVITY -    979,599.2   (mgal)                       NAVD 88
 FK0080
 FK0080  VERT ORDER      -  SECOND    CLASS 0
 FK0080
 FK0080.The horizontal coordinates were scaled from a map and have
 FK0080.an estimated accuracy of +/- 6 seconds.
 FK0080
 FK0080.The orthometric height was determined by differential leveling and
 FK0080.adjusted by the NATIONAL GEODETIC SURVEY
 FK0080.in June 1991.
 FK0080
 FK0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0080.GEOID18 height accuracy estimate available here.
 FK0080
 FK0080.Click photographs - Photos may exist for this station.
 FK0080
 FK0080.The dynamic height is computed by dividing the NAVD 88
 FK0080.geopotential number by the normal gravity value computed on the
 FK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0080.degrees latitude (g = 980.6199 gals.).
 FK0080
 FK0080.The modeled gravity was interpolated from observed gravity values.
 FK0080
 FK0080;                    North         East    Units  Estimated Accuracy
 FK0080;SPC OK S     -   196,210.      569,180.      MT  (+/- 180 meters Scaled)
 FK0080
 FK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND603845(NAD 83)
 FK0080
 FK0080                          SUPERSEDED SURVEY CONTROL
 FK0080
 FK0080  NGVD 29 (??/??/92)  373.465  (m)         1225.28   (f) ADJ UNCH    2 0
 FK0080
 FK0080.Superseded values are not recommended for survey control.
 FK0080
 FK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0080.See file dsdata.pdf to determine how the superseded data were derived.
 FK0080
 FK0080_MARKER: DB = BENCH MARK DISK
 FK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0080_STAMPING: U 31 1934
 FK0080_MARK LOGO: CGS
 FK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0080+STABILITY: SURFACE MOTION
 FK0080
 FK0080  HISTORY     - Date     Condition        Report By
 FK0080  HISTORY     - 1934     MONUMENTED       CGS
 FK0080  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0080
 FK0080                          STATION DESCRIPTION
 FK0080
 FK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0080'AT WASHITA.
 FK0080'AT WASHITA, CADDO COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0080'RAILROAD, 0.2 MILE SOUTH OF THE STATION, AT A ROAD CROSSING,
 FK0080'50 FEET WEST OF THE TRACK, 20 FEET NORTH OF THE ROAD, AND IN
 FK0080'THE FENCE LINE.  A STANDARD DISK, STAMPED U 31 1934 AND SET
 FK0080'IN THE TOP OF A CONCRETE POST.
 FK0080
 FK0080                          STATION RECOVERY (1963)
 FK0080
 FK0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0329 ***********************************************************************
 GJ0329  DESIGNATION -  U 32
 GJ0329  PID         -  GJ0329
 GJ0329  STATE/COUNTY-  OK/WOODWARD
 GJ0329  COUNTRY     -  US
 GJ0329  USGS QUAD   -  FARGO (2018)
 GJ0329
 GJ0329                         *CURRENT SURVEY CONTROL
 GJ0329  ______________________________________________________________________
 GJ0329* NAD 83(1986) POSITION- 36 24 44.     (N) 099 32 45.     (W)   SCALED
 GJ0329* NAVD 88 ORTHO HEIGHT -   658.939 (meters)     2161.87  (feet) ADJUSTED
 GJ0329  ______________________________________________________________________
 GJ0329  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GJ0329  DYNAMIC HEIGHT  -        658.292 (meters)     2159.75  (feet) COMP
 GJ0329  MODELED GRAVITY -    979,628.4   (mgal)                       NAVD 88
 GJ0329
 GJ0329  VERT ORDER      -  FIRST     CLASS II
 GJ0329
 GJ0329.The horizontal coordinates were scaled from a map and have
 GJ0329.an estimated accuracy of +/- 6 seconds.
 GJ0329
 GJ0329.The orthometric height was determined by differential leveling and
 GJ0329.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0329.in June 1991.
 GJ0329
 GJ0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0329.GEOID18 height accuracy estimate available here.
 GJ0329
 GJ0329.Click photographs - Photos may exist for this station.
 GJ0329
 GJ0329.The dynamic height is computed by dividing the NAVD 88
 GJ0329.geopotential number by the normal gravity value computed on the
 GJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0329.degrees latitude (g = 980.6199 gals.).
 GJ0329
 GJ0329.The modeled gravity was interpolated from observed gravity values.
 GJ0329
 GJ0329;                    North         East    Units  Estimated Accuracy
 GJ0329;SPC OK N     -   157,800.      461,360.      MT  (+/- 180 meters Scaled)
 GJ0329
 GJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF510298(NAD 83)
 GJ0329
 GJ0329                          SUPERSEDED SURVEY CONTROL
 GJ0329
 GJ0329  NGVD 29 (??/??/92)  658.664  (m)         2160.97   (f) ADJ UNCH    1 2
 GJ0329
 GJ0329.Superseded values are not recommended for survey control.
 GJ0329
 GJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0329.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0329
 GJ0329_MARKER: DB = BENCH MARK DISK
 GJ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0329_STAMPING: U 32 1934
 GJ0329_MARK LOGO: CGS
 GJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0329+STABILITY: SURFACE MOTION
 GJ0329
 GJ0329  HISTORY     - Date     Condition        Report By
 GJ0329  HISTORY     - 1934     MONUMENTED       CGS
 GJ0329
 GJ0329                          STATION DESCRIPTION
 GJ0329
 GJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0329'4.9 MI NE FROM FARGO.
 GJ0329'4.9 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO 742 FEET WEST
 GJ0329'OF MILE POST 393.  92 FEET NORTH OF THE CENTERLINE OF ATCHISON TOPEKA
 GJ0329'AND SANTA FE RAILROAD.  8 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY
 GJ0329'FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0255 ***********************************************************************
 GJ0255  DESIGNATION -  U 33
 GJ0255  PID         -  GJ0255
 GJ0255  STATE/COUNTY-  OK/DEWEY
 GJ0255  COUNTRY     -  US
 GJ0255  USGS QUAD   -  CAMARGO (2018)
 GJ0255
 GJ0255                         *CURRENT SURVEY CONTROL
 GJ0255  ______________________________________________________________________
 GJ0255* NAD 83(1986) POSITION- 36 00 58.     (N) 099 17 32.     (W)   SCALED
 GJ0255* NAVD 88 ORTHO HEIGHT -   582.023 (meters)     1909.52  (feet) ADJUSTED
 GJ0255  ______________________________________________________________________
 GJ0255  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 GJ0255  DYNAMIC HEIGHT  -        581.438 (meters)     1907.60  (feet) COMP
 GJ0255  MODELED GRAVITY -    979,610.1   (mgal)                       NAVD 88
 GJ0255
 GJ0255  VERT ORDER      -  SECOND    CLASS 0
 GJ0255
 GJ0255.The horizontal coordinates were scaled from a map and have
 GJ0255.an estimated accuracy of +/- 6 seconds.
 GJ0255
 GJ0255.The orthometric height was determined by differential leveling and
 GJ0255.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0255.in June 1991.
 GJ0255
 GJ0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0255.GEOID18 height accuracy estimate available here.
 GJ0255
 GJ0255.Click photographs - Photos may exist for this station.
 GJ0255
 GJ0255.The dynamic height is computed by dividing the NAVD 88
 GJ0255.geopotential number by the normal gravity value computed on the
 GJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0255.degrees latitude (g = 980.6199 gals.).
 GJ0255
 GJ0255.The modeled gravity was interpolated from observed gravity values.
 GJ0255
 GJ0255;                    North         East    Units  Estimated Accuracy
 GJ0255;SPC OK N     -   113,520.      483,520.      MT  (+/- 180 meters Scaled)
 GJ0255
 GJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME736857(NAD 83)
 GJ0255
 GJ0255                          SUPERSEDED SURVEY CONTROL
 GJ0255
 GJ0255  NGVD 29 (??/??/92)  581.777  (m)         1908.71   (f) ADJ UNCH    2 0
 GJ0255
 GJ0255.Superseded values are not recommended for survey control.
 GJ0255
 GJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0255.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0255
 GJ0255_MARKER: DB = BENCH MARK DISK
 GJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0255_STAMPING: U 33 1934
 GJ0255_MARK LOGO: CGS
 GJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0255+STABILITY: SURFACE MOTION
 GJ0255
 GJ0255  HISTORY     - Date     Condition        Report By
 GJ0255  HISTORY     - 1934     MONUMENTED       CGS
 GJ0255  HISTORY     - 1958     MARK NOT FOUND   CGS
 GJ0255
 GJ0255                          STATION DESCRIPTION
 GJ0255
 GJ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GJ0255'AT CAMARGO.
 GJ0255'AT CAMARGO, DEWEY COUNTY, 280 FEET SOUTHWEST OF THE
 GJ0255'MISSOURI-KANSAS-TEXAS RAILROAD STATION, ABOUT 210 FEET NORTH OF THE
 GJ0255'NORTH END OF A STOCKYARD FENCE, AND 54 FEET WEST OF THE CENTERLINE
 GJ0255'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED U 33 1934 AND
 GJ0255'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 GJ0255'IN DECEMBER 1952 THAT THE STATION BUILDING IS 250 FEET FROM THE
 GJ0255'NORTH STOCKYARD FENCE.  THE MARK WAS NOT RECOVERED AT THAT TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0105 ***********************************************************************
 GJ0105  DESIGNATION -  U 34
 GJ0105  PID         -  GJ0105
 GJ0105  STATE/COUNTY-  OK/BLAINE
 GJ0105  COUNTRY     -  US
 GJ0105  USGS QUAD   -  LONGDALE (2018)
 GJ0105
 GJ0105                         *CURRENT SURVEY CONTROL
 GJ0105  ______________________________________________________________________
 GJ0105* NAD 83(1986) POSITION- 36 07 40.     (N) 098 35 16.     (W)   SCALED
 GJ0105* NAVD 88 ORTHO HEIGHT -   493.915 (meters)     1620.45  (feet) ADJUSTED
 GJ0105  ______________________________________________________________________
 GJ0105  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 GJ0105  DYNAMIC HEIGHT  -        493.454 (meters)     1618.94  (feet) COMP
 GJ0105  MODELED GRAVITY -    979,684.1   (mgal)                       NAVD 88
 GJ0105
 GJ0105  VERT ORDER      -  SECOND    CLASS 0
 GJ0105
 GJ0105.The horizontal coordinates were scaled from a map and have
 GJ0105.an estimated accuracy of +/- 6 seconds.
 GJ0105
 GJ0105.The orthometric height was determined by differential leveling and
 GJ0105.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0105.in June 1991.
 GJ0105
 GJ0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0105.GEOID18 height accuracy estimate available here.
 GJ0105
 GJ0105.Click photographs - Photos may exist for this station.
 GJ0105
 GJ0105.The dynamic height is computed by dividing the NAVD 88
 GJ0105.geopotential number by the normal gravity value computed on the
 GJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0105.degrees latitude (g = 980.6199 gals.).
 GJ0105
 GJ0105.The modeled gravity was interpolated from observed gravity values.
 GJ0105
 GJ0105;                    North         East    Units  Estimated Accuracy
 GJ0105;SPC OK N     -   125,290.      547,090.      MT  (+/- 180 meters Scaled)
 GJ0105
 GJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE370981(NAD 83)
 GJ0105
 GJ0105                          SUPERSEDED SURVEY CONTROL
 GJ0105
 GJ0105  NGVD 29 (??/??/92)  493.719  (m)         1619.81   (f) ADJ UNCH    2 0
 GJ0105
 GJ0105.Superseded values are not recommended for survey control.
 GJ0105
 GJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0105.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0105
 GJ0105_MARKER: DB = BENCH MARK DISK
 GJ0105_STAMPING: U 34 1934
 GJ0105_MARK LOGO: CGS
 GJ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0105
 GJ0105  HISTORY     - Date     Condition        Report By
 GJ0105  HISTORY     - 1934     MONUMENTED       CGS
 GJ0105  HISTORY     - 1935     GOOD             CGS
 GJ0105
 GJ0105                          STATION DESCRIPTION
 GJ0105
 GJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0105'2.1 MI W FROM LONGDALE.
 GJ0105'2.1 MILES WEST OF INTERSECTION OF ATCHISON TOPEKA AND SANTA FE
 GJ0105'TRACK AND MAIN STREET AT LONGDALE, 144 FEET NORTH OF CENTER LINE
 GJ0105'OF STATE HIGHWAY 44, AT BEND OF HIGHWAY TO THE SOUTH, IN NORTHWEST
 GJ0105'SECTION CORNER, 30 FEET NORTH OF EAST AND WEST SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0330 ***********************************************************************
 EM0330  DESIGNATION -  U 36
 EM0330  PID         -  EM0330
 EM0330  STATE/COUNTY-  OK/TILLMAN
 EM0330  COUNTRY     -  US
 EM0330  USGS QUAD   -  FREDERICK (2018)
 EM0330
 EM0330                         *CURRENT SURVEY CONTROL
 EM0330  ______________________________________________________________________
 EM0330* NAD 83(1986) POSITION- 34 27 23.     (N) 098 59 59.     (W)   SCALED
 EM0330* NAVD 88 ORTHO HEIGHT -   386.285 (meters)     1267.34  (feet) ADJUSTED
 EM0330  ______________________________________________________________________
 EM0330  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 EM0330  DYNAMIC HEIGHT  -        385.870 (meters)     1265.98  (feet) COMP
 EM0330  MODELED GRAVITY -    979,548.6   (mgal)                       NAVD 88
 EM0330
 EM0330  VERT ORDER      -  SECOND    CLASS 0
 EM0330
 EM0330.The horizontal coordinates were scaled from a map and have
 EM0330.an estimated accuracy of +/- 6 seconds.
 EM0330
 EM0330.The orthometric height was determined by differential leveling and
 EM0330.adjusted by the NATIONAL GEODETIC SURVEY
 EM0330.in June 1991.
 EM0330
 EM0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0330.GEOID18 height accuracy estimate available here.
 EM0330
 EM0330.Click photographs - Photos may exist for this station.
 EM0330
 EM0330.The dynamic height is computed by dividing the NAVD 88
 EM0330.geopotential number by the normal gravity value computed on the
 EM0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0330.degrees latitude (g = 980.6199 gals.).
 EM0330
 EM0330.The modeled gravity was interpolated from observed gravity values.
 EM0330
 EM0330;                    North         East    Units  Estimated Accuracy
 EM0330;SPC OK S     -   125,030.      508,150.      MT  (+/- 180 meters Scaled)
 EM0330
 EM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND000127(NAD 83)
 EM0330
 EM0330                          SUPERSEDED SURVEY CONTROL
 EM0330
 EM0330  NGVD 29 (??/??/92)  386.157  (m)         1266.92   (f) ADJ UNCH    2 0
 EM0330
 EM0330.Superseded values are not recommended for survey control.
 EM0330
 EM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0330.See file dsdata.pdf to determine how the superseded data were derived.
 EM0330
 EM0330_MARKER: DB = BENCH MARK DISK
 EM0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0330_SP_SET: ABUTMENT
 EM0330_STAMPING: U 36 1934
 EM0330_MARK LOGO: CGS
 EM0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0330
 EM0330  HISTORY     - Date     Condition        Report By
 EM0330  HISTORY     - 1934     MONUMENTED       CGS
 EM0330  HISTORY     - 1963     GOOD             CGS
 EM0330  HISTORY     - 1979     MARK NOT FOUND   USGS
 EM0330
 EM0330                          STATION DESCRIPTION
 EM0330
 EM0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0330'3.6 MI S FROM MANITOU.
 EM0330'3.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0330'STATION AT MANITOU, ABOUT 500 FEET SOUTH OF THE FIFTEENTH POLE SOUTH
 EM0330'OF MILEPOST 758, 100 FEET EAST OF THE TRACK, AT A BRIDGE ON STATE
 EM0330'HIGHWAY 14, AND IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT, 1 FOOT
 EM0330'HIGHER THAN THE ROADBED.  A STANDARD DISK, STAMPED U 36 1934.
 EM0330
 EM0330                          STATION RECOVERY (1963)
 EM0330
 EM0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0330'RECOVERED IN GOOD CONDITION.
 EM0330
 EM0330                          STATION RECOVERY (1979)
 EM0330
 EM0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EM0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0455 ***********************************************************************
 EL0455  DESIGNATION -  U 39
 EL0455  PID         -  EL0455
 EL0455  STATE/COUNTY-  OK/MURRAY
 EL0455  COUNTRY     -  US
 EL0455  USGS QUAD   -  DOUGHERTY (2018)
 EL0455
 EL0455                         *CURRENT SURVEY CONTROL
 EL0455  ______________________________________________________________________
 EL0455* NAD 83(1986) POSITION- 34 23 58.     (N) 097 03 19.     (W)   SCALED
 EL0455* NAVD 88 ORTHO HEIGHT -   235.745 (meters)      773.44  (feet) ADJUSTED
 EL0455  ______________________________________________________________________
 EL0455  GEOID HEIGHT    -        -25.336 (meters)                     GEOID18
 EL0455  DYNAMIC HEIGHT  -        235.513 (meters)      772.68  (feet) COMP
 EL0455  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 EL0455
 EL0455  VERT ORDER      -  SECOND    CLASS 0
 EL0455
 EL0455.The horizontal coordinates were scaled from a map and have
 EL0455.an estimated accuracy of +/- 6 seconds.
 EL0455
 EL0455.The orthometric height was determined by differential leveling and
 EL0455.adjusted by the NATIONAL GEODETIC SURVEY
 EL0455.in June 1991.
 EL0455
 EL0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0455.GEOID18 height accuracy estimate available here.
 EL0455
 EL0455.Click photographs - Photos may exist for this station.
 EL0455
 EL0455.The dynamic height is computed by dividing the NAVD 88
 EL0455.geopotential number by the normal gravity value computed on the
 EL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0455.degrees latitude (g = 980.6199 gals.).
 EL0455
 EL0455.The modeled gravity was interpolated from observed gravity values.
 EL0455
 EL0455;                    North         East    Units  Estimated Accuracy
 EL0455;SPC OK S     -   118,660.      686,860.      MT  (+/- 180 meters Scaled)
 EL0455
 EL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD787081(NAD 83)
 EL0455
 EL0455                          SUPERSEDED SURVEY CONTROL
 EL0455
 EL0455  NGVD 29 (??/??/92)  235.692  (m)          773.27   (f) ADJ UNCH    2 0
 EL0455
 EL0455.Superseded values are not recommended for survey control.
 EL0455
 EL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0455.See file dsdata.pdf to determine how the superseded data were derived.
 EL0455
 EL0455_MARKER: DB = BENCH MARK DISK
 EL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0455_STAMPING: U 39 1934
 EL0455_MARK LOGO: CGS
 EL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0455+STABILITY: SURFACE MOTION
 EL0455
 EL0455  HISTORY     - Date     Condition        Report By
 EL0455  HISTORY     - 1934     MONUMENTED       CGS
 EL0455  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0455
 EL0455                          STATION DESCRIPTION
 EL0455
 EL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0455'AT DOUGHERTY.
 EL0455'AT DOUGHERTY.  150 FEET SOUTH OF GULF COLORADO AND SANTA FE
 EL0455'RR DEPOT.  50 FEET EAST OF TRACK, UNDER TELEPHONE LINE.
 EL0455
 EL0455                          STATION RECOVERY (2018)
 EL0455
 EL0455'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0455'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0251 ***********************************************************************
 FH0251  DESIGNATION -  U 4
 FH0251  PID         -  FH0251
 FH0251  STATE/COUNTY-  OK/LE FLORE
 FH0251  COUNTRY     -  US
 FH0251  USGS QUAD   -  PANAMA (2018)
 FH0251
 FH0251                         *CURRENT SURVEY CONTROL
 FH0251  ______________________________________________________________________
 FH0251* NAD 83(1986) POSITION- 35 11 14.     (N) 094 41 57.     (W)   SCALED
 FH0251* NAVD 88 ORTHO HEIGHT -   142.542 (meters)      467.66  (feet) ADJUSTED
 FH0251  ______________________________________________________________________
 FH0251  GEOID HEIGHT    -        -31.003 (meters)                     GEOID18
 FH0251  DYNAMIC HEIGHT  -        142.403 (meters)      467.20  (feet) COMP
 FH0251  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 FH0251
 FH0251  VERT ORDER      -  FIRST     CLASS II
 FH0251
 FH0251.The horizontal coordinates were scaled from a map and have
 FH0251.an estimated accuracy of +/- 6 seconds.
 FH0251
 FH0251.The orthometric height was determined by differential leveling and
 FH0251.adjusted by the NATIONAL GEODETIC SURVEY
 FH0251.in June 1991.
 FH0251
 FH0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0251.GEOID18 height accuracy estimate available here.
 FH0251
 FH0251.Click photographs - Photos may exist for this station.
 FH0251
 FH0251.The dynamic height is computed by dividing the NAVD 88
 FH0251.geopotential number by the normal gravity value computed on the
 FH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0251.degrees latitude (g = 980.6199 gals.).
 FH0251
 FH0251.The modeled gravity was interpolated from observed gravity values.
 FH0251
 FH0251;                    North         East    Units  Estimated Accuracy
 FH0251;SPC OK S     -   210,560.      900,580.      MT  (+/- 180 meters Scaled)
 FH0251
 FH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU452951(NAD 83)
 FH0251
 FH0251                          SUPERSEDED SURVEY CONTROL
 FH0251
 FH0251  NGVD 29 (??/??/92)  142.438  (m)          467.32   (f) ADJ UNCH    1 2
 FH0251
 FH0251.Superseded values are not recommended for survey control.
 FH0251
 FH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0251.See file dsdata.pdf to determine how the superseded data were derived.
 FH0251
 FH0251_MARKER: DB = BENCH MARK DISK
 FH0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0251_STAMPING: 467.315 U 4 1933
 FH0251_MARK LOGO: CGS
 FH0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0251+STABILITY: SURFACE MOTION
 FH0251
 FH0251  HISTORY     - Date     Condition        Report By
 FH0251  HISTORY     - 1933     MONUMENTED       CGS
 FH0251  HISTORY     - 1959     GOOD             CGS
 FH0251
 FH0251                          STATION DESCRIPTION
 FH0251
 FH0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0251'4.8 MI E FROM BOKOSHE.
 FH0251'4.8 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0251'FROM BOKOSHE, LE FLORE COUNTY, AT A ROAD CROSSING, 40 FEET EAST
 FH0251'OF THE CENTERLINE OF THE ROAD, AND 40 FEET SOUTH OF THE OLD
 FH0251'ROADBED, AND SET IN THE TOP OF A CONCRETE POST.  JUST NORTH
 FH0251'ACROSS THE RAILROAD RIGHT OF WAY FENCE FROM A SMALL HOUSE WITH
 FH0251'IMITATION BRICK SIDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0402 ***********************************************************************
 EL0402  DESIGNATION -  U 40
 EL0402  PID         -  EL0402
 EL0402  STATE/COUNTY-  OK/CARTER
 EL0402  COUNTRY     -  US
 EL0402  USGS QUAD   -  ARDMORE EAST (2018)
 EL0402
 EL0402                         *CURRENT SURVEY CONTROL
 EL0402  ______________________________________________________________________
 EL0402* NAD 83(1986) POSITION- 34 09 06.     (N) 097 01 46.     (W)   SCALED
 EL0402* NAVD 88 ORTHO HEIGHT -   268.401 (meters)      880.58  (feet) ADJUSTED
 EL0402  ______________________________________________________________________
 EL0402  GEOID HEIGHT    -        -26.161 (meters)                     GEOID18
 EL0402  DYNAMIC HEIGHT  -        268.118 (meters)      879.65  (feet) COMP
 EL0402  MODELED GRAVITY -    979,573.8   (mgal)                       NAVD 88
 EL0402
 EL0402  VERT ORDER      -  FIRST     CLASS II
 EL0402
 EL0402.The horizontal coordinates were scaled from a map and have
 EL0402.an estimated accuracy of +/- 6 seconds.
 EL0402
 EL0402.The orthometric height was determined by differential leveling and
 EL0402.adjusted by the NATIONAL GEODETIC SURVEY
 EL0402.in June 1991.
 EL0402
 EL0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0402.GEOID18 height accuracy estimate available here.
 EL0402
 EL0402.Click photographs - Photos may exist for this station.
 EL0402
 EL0402.The dynamic height is computed by dividing the NAVD 88
 EL0402.geopotential number by the normal gravity value computed on the
 EL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0402.degrees latitude (g = 980.6199 gals.).
 EL0402
 EL0402.The modeled gravity was interpolated from observed gravity values.
 EL0402
 EL0402;                    North         East    Units  Estimated Accuracy
 EL0402;SPC OK S     -    91,200.      689,500.      MT  (+/- 180 meters Scaled)
 EL0402
 EL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC816807(NAD 83)
 EL0402
 EL0402                          SUPERSEDED SURVEY CONTROL
 EL0402
 EL0402  NGVD 29 (??/??/92)  268.329  (m)          880.34   (f) ADJ UNCH    1 2
 EL0402
 EL0402.Superseded values are not recommended for survey control.
 EL0402
 EL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0402.See file dsdata.pdf to determine how the superseded data were derived.
 EL0402
 EL0402_MARKER: DB = BENCH MARK DISK
 EL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0402_STAMPING: U 40 1934
 EL0402_MARK LOGO: CGS
 EL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0402+STABILITY: SURFACE MOTION
 EL0402
 EL0402  HISTORY     - Date     Condition        Report By
 EL0402  HISTORY     - 1934     MONUMENTED       CGS
 EL0402  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0402
 EL0402                          STATION DESCRIPTION
 EL0402
 EL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0402'5.4 MI E FROM ARDMORE.
 EL0402'5.4 MILES EAST OF ARDMORE AT AND SF DEPOT.  AT PROVENCE ST. LOUIS
 EL0402'AND SAN FRANCISCO RR STATION, SOUTH 100 FEET.
 EL0402
 EL0402                          STATION RECOVERY (1963)
 EL0402
 EL0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0552 ***********************************************************************
 EL0552  DESIGNATION -  U 41
 EL0552  PID         -  EL0552
 EL0552  STATE/COUNTY-  OK/GRADY
 EL0552  COUNTRY     -  US
 EL0552  USGS QUAD   -  NINNEKAH (2018)
 EL0552
 EL0552                         *CURRENT SURVEY CONTROL
 EL0552  ______________________________________________________________________
 EL0552* NAD 83(1986) POSITION- 34 59 07.98   (N) 097 55 41.46   (W)   HD_HELD1
 EL0552* NAVD 88 ORTHO HEIGHT -   349.018 (meters)     1145.07  (feet) ADJUSTED
 EL0552  ______________________________________________________________________
 EL0552  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 EL0552  DYNAMIC HEIGHT  -        348.674 (meters)     1143.94  (feet) COMP
 EL0552  MODELED GRAVITY -    979,639.9   (mgal)                       NAVD 88
 EL0552
 EL0552  VERT ORDER      -  FIRST     CLASS II
 EL0552
 EL0552.The horizontal coordinates were determined by differentially corrected
 EL0552.hand held GPS observations or other comparable positioning techniques
 EL0552.and have an estimated accuracy of +/- 3 meters.
 EL0552
 EL0552.The orthometric height was determined by differential leveling and
 EL0552.adjusted by the NATIONAL GEODETIC SURVEY
 EL0552.in June 1991.
 EL0552
 EL0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0552.GEOID18 height accuracy estimate available here.
 EL0552
 EL0552.Click photographs - Photos may exist for this station.
 EL0552
 EL0552.The dynamic height is computed by dividing the NAVD 88
 EL0552.geopotential number by the normal gravity value computed on the
 EL0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0552.degrees latitude (g = 980.6199 gals.).
 EL0552
 EL0552.The modeled gravity was interpolated from observed gravity values.
 EL0552
 EL0552;                    North         East    Units  Estimated Accuracy
 EL0552;SPC OK S     -   183,274.5     606,556.9     MT  (+/- 3 meters HH1 GPS) 
 EL0552
 EL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9782471965(NAD 83)
 EL0552
 EL0552                          SUPERSEDED SURVEY CONTROL
 EL0552
 EL0552  NGVD 29 (??/??/92)  348.918  (m)         1144.74   (f) ADJ UNCH    1 2
 EL0552
 EL0552.Superseded values are not recommended for survey control.
 EL0552
 EL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0552.See file dsdata.pdf to determine how the superseded data were derived.
 EL0552
 EL0552_MARKER: DB = BENCH MARK DISK
 EL0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0552_STAMPING: U 41 1934
 EL0552_MARK LOGO: CGS
 EL0552_PROJECTION: PROJECTING 20 CENTIMETERS
 EL0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0552+STABILITY: SURFACE MOTION
 EL0552
 EL0552  HISTORY     - Date     Condition        Report By
 EL0552  HISTORY     - 1934     MONUMENTED       CGS
 EL0552  HISTORY     - 1953     GOOD             CGS
 EL0552  HISTORY     - 1986     GOOD             NGS
 EL0552
 EL0552                          STATION DESCRIPTION
 EL0552
 EL0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0552'2.3 MI N FROM NINNEKAH.
 EL0552'2.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0552'RAILROAD FROM THE STATION AT NINNEKAH, 129 FEET SOUTH OF THE
 EL0552'CENTER LINE OF AN EAST AND WEST ROAD, 50 FEET WEST OF THE WEST
 EL0552'RAIL, 47 FEET EAST OF A FENCE, 25 FEET NORTH OF MILEPOST 441, 2
 EL0552'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EL0552'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EL0552
 EL0552                          STATION RECOVERY (1986)
 EL0552
 EL0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0552'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.4 KM (4.6
 EL0552'MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 EL0552'CHICKASHA, THENCE 1.6 KM (1.0 MI) EAST ALONG A DIRT ROAD, 39.6 M
 EL0552'(129.9 FT) SOUTH OF THE CENTER OF THE ROAD, 15.3 M (50.2 FT) WEST OF
 EL0552'THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD, 14.4 M (47.2 FT)
 EL0552'EAST OF A FENCE, AND 10.8 M (35.4 FT) NORTH OF MILEPOST 441.
 EL0552'NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0324 ***********************************************************************
 EL0324  DESIGNATION -  U 42
 EL0324  PID         -  EL0324
 EL0324  STATE/COUNTY-  OK/GARVIN
 EL0324  COUNTRY     -  US
 EL0324  USGS QUAD   -  PAOLI (2018)
 EL0324
 EL0324                         *CURRENT SURVEY CONTROL
 EL0324  ______________________________________________________________________
 EL0324* NAD 83(1986) POSITION- 34 47 07.13   (N) 097 20 08.10   (W)   HD_HELD1
 EL0324* NAVD 88 ORTHO HEIGHT -   278.016 (meters)      912.12  (feet) ADJUSTED
 EL0324  ______________________________________________________________________
 EL0324  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 EL0324  DYNAMIC HEIGHT  -        277.745 (meters)      911.24  (feet) COMP
 EL0324  MODELED GRAVITY -    979,652.8   (mgal)                       NAVD 88
 EL0324
 EL0324  VERT ORDER      -  SECOND    CLASS 0
 EL0324
 EL0324.The horizontal coordinates were determined by differentially corrected
 EL0324.hand held GPS observations or other comparable positioning techniques
 EL0324.and have an estimated accuracy of +/- 3 meters.
 EL0324
 EL0324.The orthometric height was determined by differential leveling and
 EL0324.adjusted by the NATIONAL GEODETIC SURVEY
 EL0324.in June 1991.
 EL0324
 EL0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0324.GEOID18 height accuracy estimate available here.
 EL0324
 EL0324.Click photographs - Photos may exist for this station.
 EL0324
 EL0324.The dynamic height is computed by dividing the NAVD 88
 EL0324.geopotential number by the normal gravity value computed on the
 EL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0324.degrees latitude (g = 980.6199 gals.).
 EL0324
 EL0324.The modeled gravity was interpolated from observed gravity values.
 EL0324
 EL0324;                    North         East    Units  Estimated Accuracy
 EL0324;SPC OK S     -   161,259.5     660,807.4     MT  (+/- 3 meters HH1 GPS) 
 EL0324
 EL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5228350497(NAD 83)
 EL0324
 EL0324                          SUPERSEDED SURVEY CONTROL
 EL0324
 EL0324  NGVD 29 (??/??/92)  277.940  (m)          911.87   (f) ADJ UNCH    2 0
 EL0324
 EL0324.Superseded values are not recommended for survey control.
 EL0324
 EL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0324.See file dsdata.pdf to determine how the superseded data were derived.
 EL0324
 EL0324_MARKER: DB = BENCH MARK DISK
 EL0324_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0324_SP_SET: BOX CULVERT
 EL0324_STAMPING: U 42 1934
 EL0324_MARK LOGO: CGS
 EL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0324+STABILITY: SURFACE MOTION
 EL0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0324+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 EL0324
 EL0324  HISTORY     - Date     Condition        Report By
 EL0324  HISTORY     - 1934     MONUMENTED       CGS
 EL0324  HISTORY     - 1963     GOOD             USGS
 EL0324  HISTORY     - 20180712 GOOD             OKDOT
 EL0324
 EL0324                          STATION DESCRIPTION
 EL0324
 EL0324'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0324'6.2 MI SE FROM MAYSVILLE.
 EL0324'MAYSVILLE, 2.2 MILES SOUTH AND 4.0 MILES EAST OF, T. 4 N., R. 1 W.,
 EL0324'IN S.W. 1/4 OF THE S.W. 1/4 OF SEC. 29, 0.3 MILE WEST OF MILEPOST
 EL0324'7, OPPOSITE R.R. BRIDGE 7A, 24 FT. NORTH OF STATE HWY. 19, IN
 EL0324'CENTER OF NORTH HEADWALL FOR CONCRETE BOX CULVERT, STANDARD
 EL0324'DISK STAMPED U-42 1934 PAINTED B.M.
 EL0324
 EL0324                          STATION RECOVERY (2018)
 EL0324
 EL0324'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EL0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0838 ***********************************************************************
 DN0838  DESIGNATION -  U 43
 DN0838  PID         -  DN0838
 DN0838  STATE/COUNTY-  OK/JEFFERSON
 DN0838  COUNTRY     -  US
 DN0838  USGS QUAD   -  TERRAL (2019)
 DN0838
 DN0838                         *CURRENT SURVEY CONTROL
 DN0838  ______________________________________________________________________
 DN0838* NAD 83(1986) POSITION- 33 59 52.     (N) 097 56 48.     (W)   SCALED
 DN0838* NAVD 88 ORTHO HEIGHT -   254.810 (meters)      835.99  (feet) ADJUSTED
 DN0838  ______________________________________________________________________
 DN0838  GEOID HEIGHT    -        -26.294 (meters)                     GEOID18
 DN0838  DYNAMIC HEIGHT  -        254.540 (meters)      835.10  (feet) COMP
 DN0838  MODELED GRAVITY -    979,569.9   (mgal)                       NAVD 88
 DN0838
 DN0838  VERT ORDER      -  FIRST     CLASS II
 DN0838
 DN0838.The horizontal coordinates were scaled from a map and have
 DN0838.an estimated accuracy of +/- 6 seconds.
 DN0838
 DN0838.The orthometric height was determined by differential leveling and
 DN0838.adjusted by the NATIONAL GEODETIC SURVEY
 DN0838.in June 1991.
 DN0838
 DN0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0838.GEOID18 height accuracy estimate available here.
 DN0838
 DN0838.Click photographs - Photos may exist for this station.
 DN0838
 DN0838.The dynamic height is computed by dividing the NAVD 88
 DN0838.geopotential number by the normal gravity value computed on the
 DN0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0838.degrees latitude (g = 980.6199 gals.).
 DN0838
 DN0838.The modeled gravity was interpolated from observed gravity values.
 DN0838
 DN0838;                    North         East    Units  Estimated Accuracy
 DN0838;SPC OK S     -    73,700.      604,930.      MT  (+/- 180 meters Scaled)
 DN0838
 DN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC972624(NAD 83)
 DN0838
 DN0838                          SUPERSEDED SURVEY CONTROL
 DN0838
 DN0838  NGVD 29 (??/??/92)  254.708  (m)          835.65   (f) ADJ UNCH    1 2
 DN0838
 DN0838.Superseded values are not recommended for survey control.
 DN0838
 DN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0838.See file dsdata.pdf to determine how the superseded data were derived.
 DN0838
 DN0838_MARKER: DB = BENCH MARK DISK
 DN0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0838_STAMPING: U 43 1934
 DN0838_MARK LOGO: CGS
 DN0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0838+STABILITY: SURFACE MOTION
 DN0838
 DN0838  HISTORY     - Date     Condition        Report By
 DN0838  HISTORY     - 1934     MONUMENTED       CGS
 DN0838  HISTORY     - 1963     GOOD             CGS
 DN0838  HISTORY     - 1986     POOR             NGS
 DN0838
 DN0838                          STATION DESCRIPTION
 DN0838
 DN0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DN0838'1.6 MI S FROM RYAN.
 DN0838'1.6 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0838'FROM THE STATION AT RYAN, JEFFERSON COUNTY, 165 FEET NORTH OF THE
 DN0838'TENTH POLE SOUTH OF MILEPOST 512, 43 FEET WEST OF THE WEST RAIL, 39
 DN0838'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF
 DN0838'POLES.  A STANDARD DISK, STAMPED U 43 1934 AND SET IN THE TOP OF A
 DN0838'CONCRETE POST.  NOTE-- THIS MARK PROJECTS 15 INCHES ABOVE GROUND AND
 DN0838'IS NOW 52.0 FEET WEST FROM THE WEST RAIL AND 24.0 FEET EAST A FENCE
 DN0838'LINE, IN LINE WITH TELEPHONE POLES AND 12 FEET EAST OF A ROAD LEADING
 DN0838'TO A FARMHOUSE, THIS ROAD CROSSES TRACKS JUST NORTH OF THE MARK.
 DN0838
 DN0838                          STATION RECOVERY (1986)
 DN0838
 DN0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0838'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  20.3 KM (12.6
 DN0838'MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0838'HIGHWAY 70 IN WAURIKA, THENCE 1.5 KM (0.95 MI) NORTHWEST ALONG THE
 DN0838'OKLAHOMA KANSAS TEXAS RAILROAD.  NOTE--NOT LEVELED TO THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0349 ***********************************************************************
 EL0349  DESIGNATION -  U 44
 EL0349  PID         -  EL0349
 EL0349  STATE/COUNTY-  OK/MCCLAIN
 EL0349  COUNTRY     -  US
 EL0349  USGS QUAD   -  WANETTE (2018)
 EL0349
 EL0349                         *CURRENT SURVEY CONTROL
 EL0349  ______________________________________________________________________
 EL0349* NAD 83(1986) POSITION- 34 52 35.     (N) 097 03 15.     (W)   SCALED
 EL0349* NAVD 88 ORTHO HEIGHT -   309.848 (meters)     1016.56  (feet) ADJUSTED
 EL0349  ______________________________________________________________________
 EL0349  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 EL0349  DYNAMIC HEIGHT  -        309.546 (meters)     1015.57  (feet) COMP
 EL0349  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 EL0349
 EL0349  VERT ORDER      -  SECOND    CLASS 0
 EL0349
 EL0349.The horizontal coordinates were scaled from a map and have
 EL0349.an estimated accuracy of +/- 6 seconds.
 EL0349
 EL0349.The orthometric height was determined by differential leveling and
 EL0349.adjusted by the NATIONAL GEODETIC SURVEY
 EL0349.in June 1991.
 EL0349
 EL0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0349.GEOID18 height accuracy estimate available here.
 EL0349
 EL0349.Click photographs - Photos may exist for this station.
 EL0349
 EL0349.The dynamic height is computed by dividing the NAVD 88
 EL0349.geopotential number by the normal gravity value computed on the
 EL0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0349.degrees latitude (g = 980.6199 gals.).
 EL0349
 EL0349.The modeled gravity was interpolated from observed gravity values.
 EL0349
 EL0349;                    North         East    Units  Estimated Accuracy
 EL0349;SPC OK S     -   171,570.      686,470.      MT  (+/- 180 meters Scaled)
 EL0349
 EL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD778610(NAD 83)
 EL0349
 EL0349                          SUPERSEDED SURVEY CONTROL
 EL0349
 EL0349  NGVD 29 (??/??/92)  309.761  (m)         1016.27   (f) ADJ UNCH    2 0
 EL0349
 EL0349.Superseded values are not recommended for survey control.
 EL0349
 EL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0349.See file dsdata.pdf to determine how the superseded data were derived.
 EL0349
 EL0349_MARKER: DB = BENCH MARK DISK
 EL0349_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0349_SP_SET: WATER SPOUT FOUNDATION
 EL0349_STAMPING: U 44 1934
 EL0349_MARK LOGO: CGS
 EL0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0349+STABILITY: SURFACE MOTION
 EL0349
 EL0349  HISTORY     - Date     Condition        Report By
 EL0349  HISTORY     - 1934     MONUMENTED       CGS
 EL0349
 EL0349                          STATION DESCRIPTION
 EL0349
 EL0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0349'AT BYARS.
 EL0349'AT BYARS.  IT IS SET IN THE NORTHWEST SIDE OF THE CENTER OF A
 EL0349'CONCRETE FOUNDATION OF AN ATCHISON-TOPEKA AND SANTA FE RAILWAY
 EL0349'WATER SPOUT, BETWEEN THE MAIN TRACK, AND A SIDING.  144 FEET
 EL0349'SOUTHWEST OF THE RAILWAY TICKET OFFICE WINDOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0001 ***********************************************************************
 EL0001  DESIGNATION -  U 45
 EL0001  PID         -  EL0001
 EL0001  STATE/COUNTY-  OK/COAL
 EL0001  COUNTRY     -  US
 EL0001  USGS QUAD   -  TUPELO (2018)
 EL0001
 EL0001                         *CURRENT SURVEY CONTROL
 EL0001  ______________________________________________________________________
 EL0001* NAD 83(1986) POSITION- 34 37 18.     (N) 096 29 18.     (W)   SCALED
 EL0001* NAVD 88 ORTHO HEIGHT -   202.813 (meters)      665.40  (feet) ADJUSTED
 EL0001  ______________________________________________________________________
 EL0001  GEOID HEIGHT    -        -26.770 (meters)                     GEOID18
 EL0001  DYNAMIC HEIGHT  -        202.614 (meters)      664.74  (feet) COMP
 EL0001  MODELED GRAVITY -    979,650.5   (mgal)                       NAVD 88
 EL0001
 EL0001  VERT ORDER      -  SECOND    CLASS 0
 EL0001
 EL0001.The horizontal coordinates were scaled from a map and have
 EL0001.an estimated accuracy of +/- 6 seconds.
 EL0001
 EL0001.The orthometric height was determined by differential leveling and
 EL0001.adjusted by the NATIONAL GEODETIC SURVEY
 EL0001.in June 1991.
 EL0001
 EL0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0001.GEOID18 height accuracy estimate available here.
 EL0001
 EL0001.Click photographs - Photos may exist for this station.
 EL0001
 EL0001.The dynamic height is computed by dividing the NAVD 88
 EL0001.geopotential number by the normal gravity value computed on the
 EL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0001.degrees latitude (g = 980.6199 gals.).
 EL0001
 EL0001.The modeled gravity was interpolated from observed gravity values.
 EL0001
 EL0001;                    North         East    Units  Estimated Accuracy
 EL0001;SPC OK S     -   143,940.      738,620.      MT  (+/- 180 meters Scaled)
 EL0001
 EL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD302339(NAD 83)
 EL0001
 EL0001                          SUPERSEDED SURVEY CONTROL
 EL0001
 EL0001  NGVD 29 (??/??/92)  202.739  (m)          665.15   (f) ADJ UNCH    2 0
 EL0001
 EL0001.Superseded values are not recommended for survey control.
 EL0001
 EL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0001.See file dsdata.pdf to determine how the superseded data were derived.
 EL0001
 EL0001_MARKER: DB = BENCH MARK DISK
 EL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0001_STAMPING: U 45 1934
 EL0001_MARK LOGO: CGS
 EL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0001+STABILITY: SURFACE MOTION
 EL0001
 EL0001  HISTORY     - Date     Condition        Report By
 EL0001  HISTORY     - 1934     MONUMENTED       CGS
 EL0001  HISTORY     - 1957     MARK NOT FOUND   CGS
 EL0001
 EL0001                          STATION DESCRIPTION
 EL0001
 EL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0001'3.1 MI SE FROM STONEWALL.
 EL0001'IN COAL COUNTY, 3.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 EL0001'AND SANTA FE RAILWAY FROM THE STATION AT STONEWALL, PONTOTOC
 EL0001'COUNTY, 90 FEET SOUTHEAST OF CULVERT 21 A, 45 FEET SOUTHEAST OF
 EL0001'THE CROSSING OF A SECTION-LINE ROAD, AND 36 FEET WEST OF THE
 EL0001'WEST RAIL.  A STANDARD DISK, STAMPED U 45 1934 AND SET IN THE
 EL0001'TOP OF A CONCRETE POST.
 EL0001
 EL0001                          STATION RECOVERY (1957)
 EL0001
 EL0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EL0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0296 ***********************************************************************
 GH0296  DESIGNATION -  U 46
 GH0296  PID         -  GH0296
 GH0296  STATE/COUNTY-  OK/GARFIELD
 GH0296  COUNTRY     -  US
 GH0296  USGS QUAD   -  LUCIEN (2018)
 GH0296
 GH0296                         *CURRENT SURVEY CONTROL
 GH0296  ______________________________________________________________________
 GH0296* NAD 83(1986) POSITION- 36 16 31.     (N) 097 28 57.     (W)   SCALED
 GH0296* NAVD 88 ORTHO HEIGHT -   355.486 (meters)     1166.29  (feet) ADJUSTED
 GH0296  ______________________________________________________________________
 GH0296  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 GH0296  DYNAMIC HEIGHT  -        355.166 (meters)     1165.24  (feet) COMP
 GH0296  MODELED GRAVITY -    979,722.1   (mgal)                       NAVD 88
 GH0296
 GH0296  VERT ORDER      -  SECOND    CLASS 0
 GH0296
 GH0296.The horizontal coordinates were scaled from a map and have
 GH0296.an estimated accuracy of +/- 6 seconds.
 GH0296
 GH0296.The orthometric height was determined by differential leveling and
 GH0296.adjusted by the NATIONAL GEODETIC SURVEY
 GH0296.in June 1991.
 GH0296
 GH0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0296.GEOID18 height accuracy estimate available here.
 GH0296
 GH0296.Click photographs - Photos may exist for this station.
 GH0296
 GH0296.The dynamic height is computed by dividing the NAVD 88
 GH0296.geopotential number by the normal gravity value computed on the
 GH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0296.degrees latitude (g = 980.6199 gals.).
 GH0296
 GH0296.The modeled gravity was interpolated from observed gravity values.
 GH0296
 GH0296;                    North         East    Units  Estimated Accuracy
 GH0296;SPC OK N     -   141,620.      646,490.      MT  (+/- 180 meters Scaled)
 GH0296
 GH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF362155(NAD 83)
 GH0296
 GH0296                          SUPERSEDED SURVEY CONTROL
 GH0296
 GH0296  NGVD 29 (??/??/92)  355.343  (m)         1165.82   (f) ADJ UNCH    2 0
 GH0296
 GH0296.Superseded values are not recommended for survey control.
 GH0296
 GH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0296.See file dsdata.pdf to determine how the superseded data were derived.
 GH0296
 GH0296_MARKER: DB = BENCH MARK DISK
 GH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0296_STAMPING: U 46 1934
 GH0296_MARK LOGO: CGS
 GH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0296+STABILITY: SURFACE MOTION
 GH0296
 GH0296  HISTORY     - Date     Condition        Report By
 GH0296  HISTORY     - 1934     MONUMENTED       CGS
 GH0296  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0296
 GH0296                          STATION DESCRIPTION
 GH0296
 GH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0296'11.3 MI W FROM PERRY.
 GH0296'IN GARFIELD COUNTY, 11.3 MILES WEST ALONG THE ST. LOUIS-SAN
 GH0296'FRANCISCO RAILWAY FROM THE CITY PARK AT PERRY, NOBLE COUNTY,
 GH0296'490 FEET SOUTHWEST OF MILEPOST 520, AT A ROAD CROSSING, 54 FEET
 GH0296'NORTH OF THE EAST-AND-WEST SECTION-LINE ROAD, 45 FEET WEST OF
 GH0296'THE CENTERLINE OF THE TRACK, AND 15 FEET EAST OF THE RIGHT-OF-WAY
 GH0296'FENCE.  A STANDARD DISK, STAMPED U 46 1934 AND SET IN THE TOP OF
 GH0296'A CONCRETE POST.
 GH0296
 GH0296                          STATION RECOVERY (1972)
 GH0296
 GH0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0126 ***********************************************************************
 GH0126  DESIGNATION -  U 47
 GH0126  PID         -  GH0126
 GH0126  STATE/COUNTY-  OK/PAWNEE
 GH0126  COUNTRY     -  US
 GH0126  USGS QUAD   -  PAWNEE (2018)
 GH0126
 GH0126                         *CURRENT SURVEY CONTROL
 GH0126  ______________________________________________________________________
 GH0126* NAD 83(1986) POSITION- 36 19 46.00   (N) 096 46 28.89   (W)   HD_HELD1
 GH0126* NAVD 88 ORTHO HEIGHT -   261.691 (meters)      858.56  (feet) ADJUSTED
 GH0126  ______________________________________________________________________
 GH0126  GEOID HEIGHT    -        -28.464 (meters)                     GEOID18
 GH0126  DYNAMIC HEIGHT  -        261.463 (meters)      857.82  (feet) COMP
 GH0126  MODELED GRAVITY -    979,754.3   (mgal)                       NAVD 88
 GH0126
 GH0126  VERT ORDER      -  SECOND    CLASS 0
 GH0126
 GH0126.The horizontal coordinates were determined by differentially corrected
 GH0126.hand held GPS observations or other comparable positioning techniques
 GH0126.and have an estimated accuracy of +/- 3 meters.
 GH0126
 GH0126.The orthometric height was determined by differential leveling and
 GH0126.adjusted by the NATIONAL GEODETIC SURVEY
 GH0126.in June 1991.
 GH0126
 GH0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0126.GEOID18 height accuracy estimate available here.
 GH0126
 GH0126.Click photographs - Photos may exist for this station.
 GH0126
 GH0126.The dynamic height is computed by dividing the NAVD 88
 GH0126.geopotential number by the normal gravity value computed on the
 GH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0126.degrees latitude (g = 980.6199 gals.).
 GH0126
 GH0126.The modeled gravity was interpolated from observed gravity values.
 GH0126
 GH0126;                    North         East    Units  Estimated Accuracy
 GH0126;SPC OK N     -   148,200.7     710,008.5     MT  (+/- 3 meters HH1 GPS) 
 GH0126
 GH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9973922788(NAD 83)
 GH0126
 GH0126                          SUPERSEDED SURVEY CONTROL
 GH0126
 GH0126  NGVD 29 (??/??/92)  261.584  (m)          858.21   (f) ADJ UNCH    2 0
 GH0126
 GH0126.Superseded values are not recommended for survey control.
 GH0126
 GH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0126.See file dsdata.pdf to determine how the superseded data were derived.
 GH0126
 GH0126_MARKER: DB = BENCH MARK DISK
 GH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0126_STAMPING: U 47 1934
 GH0126_MARK LOGO: CGS
 GH0126_PROJECTION: PROJECTING 30 CENTIMETERS
 GH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0126+STABILITY: SURFACE MOTION
 GH0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0126+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 GH0126
 GH0126  HISTORY     - Date     Condition        Report By
 GH0126  HISTORY     - 1934     MONUMENTED       CGS
 GH0126  HISTORY     - 20130103 GOOD             OKDOT
 GH0126  HISTORY     - 20220209 GOOD             OKDOT
 GH0126
 GH0126                          STATION DESCRIPTION
 GH0126
 GH0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0126'2 MI E FROM PAWNEE.
 GH0126'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0126'THE STATION AT PAWNEE, PAWNEE COUNTY, 18 FEET NORTH OF MILEPOST
 GH0126'476, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 9 FEET
 GH0126'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 47
 GH0126'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0126
 GH0126                          STATION RECOVERY (2013)
 GH0126
 GH0126'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (RDS)
 GH0126'RECOVERED IN GOOD CONDITION.
 GH0126
 GH0126                          STATION RECOVERY (2022)
 GH0126
 GH0126'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 GH0126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0080 ***********************************************************************
 GH0080  DESIGNATION -  U 48
 GH0080  PID         -  GH0080
 GH0080  STATE/COUNTY-  OK/TULSA
 GH0080  COUNTRY     -  US
 GH0080  USGS QUAD   -  SAND SPRINGS (2018)
 GH0080
 GH0080                         *CURRENT SURVEY CONTROL
 GH0080  ______________________________________________________________________
 GH0080* NAD 83(1986) POSITION- 36 08 42.70   (N) 096 00 17.22   (W)   HD_HELD1
 GH0080* NAVD 88 ORTHO HEIGHT -   197.803 (meters)      648.96  (feet) ADJUSTED
 GH0080  ______________________________________________________________________
 GH0080  GEOID HEIGHT    -        -28.878 (meters)                     GEOID18
 GH0080  DYNAMIC HEIGHT  -        197.630 (meters)      648.39  (feet) COMP
 GH0080  MODELED GRAVITY -    979,756.6   (mgal)                       NAVD 88
 GH0080
 GH0080  VERT ORDER      -  SECOND    CLASS 0
 GH0080
 GH0080.The horizontal coordinates were determined by differentially corrected
 GH0080.hand held GPS observations or other comparable positioning techniques
 GH0080.and have an estimated accuracy of +/- 3 meters.
 GH0080
 GH0080.The orthometric height was determined by differential leveling and
 GH0080.adjusted by the NATIONAL GEODETIC SURVEY
 GH0080.in June 1991.
 GH0080
 GH0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0080.GEOID18 height accuracy estimate available here.
 GH0080
 GH0080.Click photographs - Photos may exist for this station.
 GH0080
 GH0080.The dynamic height is computed by dividing the NAVD 88
 GH0080.geopotential number by the normal gravity value computed on the
 GH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0080.degrees latitude (g = 980.6199 gals.).
 GH0080
 GH0080.The modeled gravity was interpolated from observed gravity values.
 GH0080
 GH0080;                    North         East    Units  Estimated Accuracy
 GH0080;SPC OK N     -   128,907.5     779,543.3     MT  (+/- 3 meters HH1 GPS) 
 GH0080
 GH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6949304209(NAD 83)
 GH0080
 GH0080                          SUPERSEDED SURVEY CONTROL
 GH0080
 GH0080  NGVD 29 (??/??/92)  197.685  (m)          648.57   (f) ADJ UNCH    2 0
 GH0080
 GH0080.Superseded values are not recommended for survey control.
 GH0080
 GH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0080.See file dsdata.pdf to determine how the superseded data were derived.
 GH0080
 GH0080_MARKER: DB = BENCH MARK DISK
 GH0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0080_SP_SET: BRIDGE ABUTMENT
 GH0080_STAMPING: U 48 1934
 GH0080_MARK LOGO: CGS
 GH0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0080
 GH0080  HISTORY     - Date     Condition        Report By
 GH0080  HISTORY     - 1934     MONUMENTED       CGS
 GH0080
 GH0080                          STATION DESCRIPTION
 GH0080
 GH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0080'1.2 MI SW FROM TULSA.
 GH0080'1.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0080'FROM UNION STATION AT TULSA, TULSA COUNTY, 60 FEET SOUTHWEST
 GH0080'OF BLOCK SIGNAL 424.6, AT THE NORTH END OF THE BRIDGE OVER
 GH0080'ARKANSAS RIVER, AND IN THE TOP OF THE WEST CONCRETE ABUTMENT.
 GH0080'A STANDARD DISK, STAMPED U 48 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0140 ***********************************************************************
 GH0140  DESIGNATION -  U 49
 GH0140  PID         -  GH0140
 GH0140  STATE/COUNTY-  OK/PAYNE
 GH0140  COUNTRY     -  US
 GH0140  USGS QUAD   -  YALE (2018)
 GH0140
 GH0140                         *CURRENT SURVEY CONTROL
 GH0140  ______________________________________________________________________
 GH0140* NAD 83(1986) POSITION- 36 03 54.     (N) 096 42 54.     (W)   SCALED
 GH0140* NAVD 88 ORTHO HEIGHT -   251.843 (meters)      826.25  (feet) ADJUSTED
 GH0140  ______________________________________________________________________
 GH0140  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 GH0140  DYNAMIC HEIGHT  -        251.620 (meters)      825.52  (feet) COMP
 GH0140  MODELED GRAVITY -    979,739.5   (mgal)                       NAVD 88
 GH0140
 GH0140  VERT ORDER      -  SECOND    CLASS 0
 GH0140
 GH0140.The horizontal coordinates were scaled from a map and have
 GH0140.an estimated accuracy of +/- 6 seconds.
 GH0140
 GH0140.The orthometric height was determined by differential leveling and
 GH0140.adjusted by the NATIONAL GEODETIC SURVEY
 GH0140.in June 1991.
 GH0140
 GH0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0140.GEOID18 height accuracy estimate available here.
 GH0140
 GH0140.Click photographs - Photos may exist for this station.
 GH0140
 GH0140.The dynamic height is computed by dividing the NAVD 88
 GH0140.geopotential number by the normal gravity value computed on the
 GH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0140.degrees latitude (g = 980.6199 gals.).
 GH0140
 GH0140.The modeled gravity was interpolated from observed gravity values.
 GH0140
 GH0140;                    North         East    Units  Estimated Accuracy
 GH0140;SPC OK N     -   118,930.      715,760.      MT  (+/- 180 meters Scaled)
 GH0140
 GH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE057935(NAD 83)
 GH0140
 GH0140                          SUPERSEDED SURVEY CONTROL
 GH0140
 GH0140  NGVD 29 (??/??/92)  251.746  (m)          825.94   (f) ADJ UNCH    2 0
 GH0140
 GH0140.Superseded values are not recommended for survey control.
 GH0140
 GH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0140.See file dsdata.pdf to determine how the superseded data were derived.
 GH0140
 GH0140_MARKER: DB = BENCH MARK DISK
 GH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0140_STAMPING: U 49 1934
 GH0140_MARK LOGO: CGS
 GH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0140+STABILITY: SURFACE MOTION
 GH0140
 GH0140  HISTORY     - Date     Condition        Report By
 GH0140  HISTORY     - 1934     MONUMENTED       CGS
 GH0140
 GH0140                          STATION DESCRIPTION
 GH0140
 GH0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0140'3.4 MI S FROM YALE.
 GH0140'3.4 MILES SOUTH OF AT AND SF RR DEPOT, AT YALE 120 FEET WEST
 GH0140'OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD DEPOT AT NORFORK.
 GH0140'96 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  2 FEET
 GH0140'EAST OF THE RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0579 ***********************************************************************
 FH0579  DESIGNATION -  U 5
 FH0579  PID         -  FH0579
 FH0579  STATE/COUNTY-  OK/PITTSBURG
 FH0579  COUNTRY     -  US
 FH0579  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0579
 FH0579                         *CURRENT SURVEY CONTROL
 FH0579  ______________________________________________________________________
 FH0579* NAD 83(1986) POSITION- 35 07 20.     (N) 095 22 27.     (W)   SCALED
 FH0579* NAVD 88 ORTHO HEIGHT -   193.581 (meters)      635.11  (feet) ADJUSTED
 FH0579  ______________________________________________________________________
 FH0579  GEOID HEIGHT    -        -30.633 (meters)                     GEOID18
 FH0579  DYNAMIC HEIGHT  -        193.390 (meters)      634.48  (feet) COMP
 FH0579  MODELED GRAVITY -    979,642.9   (mgal)                       NAVD 88
 FH0579
 FH0579  VERT ORDER      -  FIRST     CLASS II
 FH0579
 FH0579.The horizontal coordinates were scaled from a map and have
 FH0579.an estimated accuracy of +/- 6 seconds.
 FH0579
 FH0579.The orthometric height was determined by differential leveling and
 FH0579.adjusted by the NATIONAL GEODETIC SURVEY
 FH0579.in June 1991.
 FH0579
 FH0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0579.GEOID18 height accuracy estimate available here.
 FH0579
 FH0579.Click photographs - Photos may exist for this station.
 FH0579
 FH0579.The dynamic height is computed by dividing the NAVD 88
 FH0579.geopotential number by the normal gravity value computed on the
 FH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0579.degrees latitude (g = 980.6199 gals.).
 FH0579
 FH0579.The modeled gravity was interpolated from observed gravity values.
 FH0579
 FH0579;                    North         East    Units  Estimated Accuracy
 FH0579;SPC OK S     -   201,550.      839,320.      MT  (+/- 180 meters Scaled)
 FH0579
 FH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU836891(NAD 83)
 FH0579
 FH0579                          SUPERSEDED SURVEY CONTROL
 FH0579
 FH0579  NGVD 29 (??/??/92)  193.469  (m)          634.74   (f) ADJ UNCH    1 2
 FH0579
 FH0579.Superseded values are not recommended for survey control.
 FH0579
 FH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0579.See file dsdata.pdf to determine how the superseded data were derived.
 FH0579
 FH0579_MARKER: DB = BENCH MARK DISK
 FH0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0579_STAMPING: 634.740 U 5 1933
 FH0579_MARK LOGO: CGS
 FH0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0579+STABILITY: SURFACE MOTION
 FH0579
 FH0579  HISTORY     - Date     Condition        Report By
 FH0579  HISTORY     - 1933     MONUMENTED       CGS
 FH0579
 FH0579                          STATION DESCRIPTION
 FH0579
 FH0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0579'AT QUINTON.
 FH0579'AT QUINTON, PITTSBURG COUNTY, ON NORTH I STREET, AT THE HIGH
 FH0579'SCHOOL, 24 FEET EAST OF THE EAST PROPERTY LINE OF THE STREET,
 FH0579'AND 4 FEET NORTH AND 1.5 FEET WEST OF THE SOUTHWEST CORNER OF
 FH0579'THE BUILDING.  A STANDARD DISK, STAMPED 634.740 U 5 1933 AND SET
 FH0579'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0184 ***********************************************************************
 GH0184  DESIGNATION -  U 50
 GH0184  PID         -  GH0184
 GH0184  STATE/COUNTY-  OK/OSAGE
 GH0184  COUNTRY     -  US
 GH0184  USGS QUAD   -  BURBANK (2018)
 GH0184
 GH0184                         *CURRENT SURVEY CONTROL
 GH0184  ______________________________________________________________________
 GH0184* NAD 83(1986) POSITION- 36 43 23.     (N) 096 44 27.     (W)   SCALED
 GH0184* NAVD 88 ORTHO HEIGHT -   296.877 (meters)      974.00  (feet) ADJUSTED
 GH0184  ______________________________________________________________________
 GH0184  GEOID HEIGHT    -        -28.768 (meters)                     GEOID18
 GH0184  DYNAMIC HEIGHT  -        296.624 (meters)      973.17  (feet) COMP
 GH0184  MODELED GRAVITY -    979,772.7   (mgal)                       NAVD 88
 GH0184
 GH0184  VERT ORDER      -  SECOND    CLASS 0
 GH0184
 GH0184.The horizontal coordinates were scaled from a map and have
 GH0184.an estimated accuracy of +/- 6 seconds.
 GH0184
 GH0184.The orthometric height was determined by differential leveling and
 GH0184.adjusted by the NATIONAL GEODETIC SURVEY
 GH0184.in June 1991.
 GH0184
 GH0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0184.GEOID18 height accuracy estimate available here.
 GH0184
 GH0184.Click photographs - Photos may exist for this station.
 GH0184
 GH0184.The dynamic height is computed by dividing the NAVD 88
 GH0184.geopotential number by the normal gravity value computed on the
 GH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0184.degrees latitude (g = 980.6199 gals.).
 GH0184
 GH0184.The modeled gravity was interpolated from observed gravity values.
 GH0184
 GH0184;                    North         East    Units  Estimated Accuracy
 GH0184;SPC OK N     -   191,910.      712,480.      MT  (+/- 180 meters Scaled)
 GH0184
 GH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF017665(NAD 83)
 GH0184
 GH0184                          SUPERSEDED SURVEY CONTROL
 GH0184
 GH0184  NGVD 29 (??/??/92)  296.757  (m)          973.61   (f) ADJ UNCH    2 0
 GH0184
 GH0184.Superseded values are not recommended for survey control.
 GH0184
 GH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0184.See file dsdata.pdf to determine how the superseded data were derived.
 GH0184
 GH0184_MARKER: DB = BENCH MARK DISK
 GH0184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0184_SP_SET: CULVERT HEADWALL
 GH0184_STAMPING: 973.610 U 50 1934
 GH0184_MARK LOGO: CGS
 GH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0184+STABILITY: SURFACE MOTION
 GH0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0184+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 GH0184
 GH0184  HISTORY     - Date     Condition        Report By
 GH0184  HISTORY     - 1934     MONUMENTED       CGS
 GH0184  HISTORY     - 1940     GOOD             CGS
 GH0184  HISTORY     - 20020411 GOOD             OKDOT
 GH0184
 GH0184                          STATION DESCRIPTION
 GH0184
 GH0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0184'2.1 MI N FROM BURBANK.
 GH0184'ABOUT 2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0184'RAILWAY FROM THE STATION AT BURBANK, OSAGE COUNTY, IN THE TOP
 GH0184'OF THE NORTHEAST CORNER OF STONE CULVERT 23 C, 22 FEET EAST
 GH0184'OF THE CENTER LINE OF THE TRACK, AND 3 FEET LOWER THAN THE
 GH0184'RAIL.  A STANDARD DISK, STAMPED 973.610 U 50 1934.
 GH0184
 GH0184                          STATION RECOVERY (1940)
 GH0184
 GH0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0184'RECOVERED IN GOOD CONDITION.
 GH0184
 GH0184                          STATION RECOVERY (2002)
 GH0184
 GH0184'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 GH0184'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0046 ***********************************************************************
 EL0046  DESIGNATION -  U 57
 EL0046  PID         -  EL0046
 EL0046  STATE/COUNTY-  OK/SEMINOLE
 EL0046  COUNTRY     -  US
 EL0046  USGS QUAD   -  ALLEN (2018)
 EL0046
 EL0046                         *CURRENT SURVEY CONTROL
 EL0046  ______________________________________________________________________
 EL0046* NAD 83(1986) POSITION- 34 57 56.     (N) 096 29 38.     (W)   SCALED
 EL0046* NAVD 88 ORTHO HEIGHT -   233.277 (meters)      765.34  (feet) ADJUSTED
 EL0046  ______________________________________________________________________
 EL0046  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 EL0046  DYNAMIC HEIGHT  -        233.051 (meters)      764.60  (feet) COMP
 EL0046  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 EL0046
 EL0046  VERT ORDER      -  SECOND    CLASS 0
 EL0046
 EL0046.The horizontal coordinates were scaled from a map and have
 EL0046.an estimated accuracy of +/- 6 seconds.
 EL0046
 EL0046.The orthometric height was determined by differential leveling and
 EL0046.adjusted by the NATIONAL GEODETIC SURVEY
 EL0046.in June 1991.
 EL0046
 EL0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0046.GEOID18 height accuracy estimate available here.
 EL0046
 EL0046.Click photographs - Photos may exist for this station.
 EL0046
 EL0046.The dynamic height is computed by dividing the NAVD 88
 EL0046.geopotential number by the normal gravity value computed on the
 EL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0046.degrees latitude (g = 980.6199 gals.).
 EL0046
 EL0046.The modeled gravity was interpolated from observed gravity values.
 EL0046
 EL0046;                    North         East    Units  Estimated Accuracy
 EL0046;SPC OK S     -   182,080.      737,540.      MT  (+/- 180 meters Scaled)
 EL0046
 EL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD288720(NAD 83)
 EL0046
 EL0046                          SUPERSEDED SURVEY CONTROL
 EL0046
 EL0046  NGVD 29 (??/??/92)  233.182  (m)          765.03   (f) ADJ UNCH    2 0
 EL0046
 EL0046.Superseded values are not recommended for survey control.
 EL0046
 EL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0046.See file dsdata.pdf to determine how the superseded data were derived.
 EL0046
 EL0046_MARKER: DB = BENCH MARK DISK
 EL0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0046_SP_SET: PIER
 EL0046_STAMPING: U 57 1934
 EL0046_MARK LOGO: CGS
 EL0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0046
 EL0046  HISTORY     - Date     Condition        Report By
 EL0046  HISTORY     - 1934     MONUMENTED       CGS
 EL0046  HISTORY     - 1970     GOOD             NGS
 EL0046
 EL0046                          STATION DESCRIPTION
 EL0046
 EL0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0046'2.2 MILES NORTHEAST OF STL AND SF RR. STATION AT SASAKWA.  SET
 EL0046'IN THE NORTHWEST SIDE OF THE NORTHEAST CONCRETE PIER OF SAINT
 EL0046'LOUIS AND SAN FRANCISCO RAILWAY BRIDGE 530.1, OVER LITTLE RIVER.
 EL0046'6 FEET BELOW THE LEVEL OF THE TRACK.
 EL0046
 EL0046                          STATION RECOVERY (1970)
 EL0046
 EL0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EL0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0356 ***********************************************************************
 EL0356  DESIGNATION -  U 58
 EL0356  PID         -  EL0356
 EL0356  STATE/COUNTY-  OK/MCCLAIN
 EL0356  COUNTRY     -  US
 EL0356  USGS QUAD   -  WANETTE (2018)
 EL0356
 EL0356                         *CURRENT SURVEY CONTROL
 EL0356  ______________________________________________________________________
 EL0356* NAD 83(1986) POSITION- 34 54 20.     (N) 097 03 06.     (W)   SCALED
 EL0356* NAVD 88 ORTHO HEIGHT -   297.585 (meters)      976.33  (feet) ADJUSTED
 EL0356  ______________________________________________________________________
 EL0356  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 EL0356  DYNAMIC HEIGHT  -        297.296 (meters)      975.38  (feet) COMP
 EL0356  MODELED GRAVITY -    979,652.9   (mgal)                       NAVD 88
 EL0356
 EL0356  VERT ORDER      -  SECOND    CLASS 0
 EL0356
 EL0356.The horizontal coordinates were scaled from a map and have
 EL0356.an estimated accuracy of +/- 6 seconds.
 EL0356
 EL0356.The orthometric height was determined by differential leveling and
 EL0356.adjusted by the NATIONAL GEODETIC SURVEY
 EL0356.in June 1991.
 EL0356
 EL0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0356.GEOID18 height accuracy estimate available here.
 EL0356
 EL0356.Click photographs - Photos may exist for this station.
 EL0356
 EL0356.The dynamic height is computed by dividing the NAVD 88
 EL0356.geopotential number by the normal gravity value computed on the
 EL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0356.degrees latitude (g = 980.6199 gals.).
 EL0356
 EL0356.The modeled gravity was interpolated from observed gravity values.
 EL0356
 EL0356;                    North         East    Units  Estimated Accuracy
 EL0356;SPC OK S     -   174,810.      686,670.      MT  (+/- 180 meters Scaled)
 EL0356
 EL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD780643(NAD 83)
 EL0356
 EL0356                          SUPERSEDED SURVEY CONTROL
 EL0356
 EL0356  NGVD 29 (??/??/92)  297.502  (m)          976.05   (f) ADJ UNCH    2 0
 EL0356
 EL0356.Superseded values are not recommended for survey control.
 EL0356
 EL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0356.See file dsdata.pdf to determine how the superseded data were derived.
 EL0356
 EL0356_MARKER: DB = BENCH MARK DISK
 EL0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0356_STAMPING: U 58 1934
 EL0356_MARK LOGO: CGS
 EL0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0356+STABILITY: SURFACE MOTION
 EL0356
 EL0356  HISTORY     - Date     Condition        Report By
 EL0356  HISTORY     - 1934     MONUMENTED       CGS
 EL0356  HISTORY     - 1965     MARK NOT FOUND   USGS
 EL0356
 EL0356                          STATION DESCRIPTION
 EL0356
 EL0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0356'2.1 MI NE FROM BYARS.
 EL0356'2.1 MILES NORTHEAST OF A.T. AND S.F. RR. STATION AT BYARS,
 EL0356'10.25 MILES SOUTH OF MILE POST 167.  18 FEET EAST OF NEAREST
 EL0356'RAIL OF ATCHISON TOPEKA AND SANTA FE RAILWAY TRACK.  18 FEET
 EL0356'NORTH OF CENTER LINE OF SECTION LINE ROAD, 7 FEET NORTH OF
 EL0356'WIGWAG SIGNAL.
 EL0356
 EL0356                          STATION RECOVERY (1965)
 EL0356
 EL0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0493 ***********************************************************************
 FH0493  DESIGNATION -  U 59
 FH0493  PID         -  FH0493
 FH0493  STATE/COUNTY-  OK/MUSKOGEE
 FH0493  COUNTRY     -  US
 FH0493  USGS QUAD   -  BRAGGS (2018)
 FH0493
 FH0493                         *CURRENT SURVEY CONTROL
 FH0493  ______________________________________________________________________
 FH0493* NAD 83(1986) POSITION- 35 44 02.     (N) 095 12 54.     (W)   SCALED
 FH0493* NAVD 88 ORTHO HEIGHT -   156.788 (meters)      514.40  (feet) ADJUSTED
 FH0493  ______________________________________________________________________
 FH0493  GEOID HEIGHT    -        -29.420 (meters)                     GEOID18
 FH0493  DYNAMIC HEIGHT  -        156.647 (meters)      513.93  (feet) COMP
 FH0493  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 FH0493
 FH0493  VERT ORDER      -  SECOND    CLASS 0
 FH0493
 FH0493.The horizontal coordinates were scaled from a map and have
 FH0493.an estimated accuracy of +/- 6 seconds.
 FH0493
 FH0493.The orthometric height was determined by differential leveling and
 FH0493.adjusted by the NATIONAL GEODETIC SURVEY
 FH0493.in June 1991.
 FH0493
 FH0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0493.GEOID18 height accuracy estimate available here.
 FH0493
 FH0493.Click photographs - Photos may exist for this station.
 FH0493
 FH0493.The dynamic height is computed by dividing the NAVD 88
 FH0493.geopotential number by the normal gravity value computed on the
 FH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0493.degrees latitude (g = 980.6199 gals.).
 FH0493
 FH0493.The modeled gravity was interpolated from observed gravity values.
 FH0493
 FH0493;                    North         East    Units  Estimated Accuracy
 FH0493;SPC OK N     -    85,040.      851,910.      MT  (+/- 180 meters Scaled)
 FH0493
 FH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV996566(NAD 83)
 FH0493
 FH0493                          SUPERSEDED SURVEY CONTROL
 FH0493
 FH0493  NGVD 29 (??/??/92)  156.669  (m)          514.00   (f) ADJ UNCH    2 0
 FH0493
 FH0493.Superseded values are not recommended for survey control.
 FH0493
 FH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0493.See file dsdata.pdf to determine how the superseded data were derived.
 FH0493
 FH0493_MARKER: DB = BENCH MARK DISK
 FH0493_SETTING: 80 = SET IN A BOULDER
 FH0493_STAMPING: U 59 1934
 FH0493_MARK LOGO: CGS
 FH0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0493+STABILITY: SURFACE MOTION
 FH0493
 FH0493  HISTORY     - Date     Condition        Report By
 FH0493  HISTORY     - 1934     MONUMENTED       CGS
 FH0493  HISTORY     - 1934     GOOD             CGS
 FH0493  HISTORY     - 1960     GOOD             CGS
 FH0493
 FH0493                          STATION DESCRIPTION
 FH0493
 FH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0493'4.9 MI SE FROM FORT GIBSON.
 FH0493'4.9 MILES SOUTHEAST OF FORT GIBSON, MUSKOGEE COUNTY, OKLAHOMA,
 FH0493'50 FEET NORTH OF MILEPOST 563/5, 14 FEET EAST OF CENTER-LINE
 FH0493'OF MISSOURI PACIFIC TRACK, 10 FEET NORTH OF CENTER-LINE OF
 FH0493'CONCRETE CULVERT, STANDARD TABLET CEMENTED IN TOP SURFACE OF
 FH0493'LIMESTONE (NOT SANDSTONE AS DESCRIBED) BOULDER, 6 FT. X 10 FT.
 FH0493'6 FT. THICK.
 FH0493
 FH0493                          STATION RECOVERY (1960)
 FH0493
 FH0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0656 ***********************************************************************
 FH0656  DESIGNATION -  U 6
 FH0656  PID         -  FH0656
 FH0656  STATE/COUNTY-  OK/PITTSBURG
 FH0656  COUNTRY     -  US
 FH0656  USGS QUAD   -  INDIANOLA (2018)
 FH0656
 FH0656                         *CURRENT SURVEY CONTROL
 FH0656  ______________________________________________________________________
 FH0656* NAD 83(1986) POSITION- 35 10 40.     (N) 095 48 25.     (W)   SCALED
 FH0656* NAVD 88 ORTHO HEIGHT -   193.650 (meters)      635.33  (feet) ADJUSTED
 FH0656  ______________________________________________________________________
 FH0656  GEOID HEIGHT    -        -29.701 (meters)                     GEOID18
 FH0656  DYNAMIC HEIGHT  -        193.461 (meters)      634.71  (feet) COMP
 FH0656  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FH0656
 FH0656  VERT ORDER      -  FIRST     CLASS II
 FH0656
 FH0656.The horizontal coordinates were scaled from a map and have
 FH0656.an estimated accuracy of +/- 6 seconds.
 FH0656
 FH0656.The orthometric height was determined by differential leveling and
 FH0656.adjusted by the NATIONAL GEODETIC SURVEY
 FH0656.in June 1991.
 FH0656
 FH0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0656.GEOID18 height accuracy estimate available here.
 FH0656
 FH0656.Click photographs - Photos may exist for this station.
 FH0656
 FH0656.The dynamic height is computed by dividing the NAVD 88
 FH0656.geopotential number by the normal gravity value computed on the
 FH0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0656.degrees latitude (g = 980.6199 gals.).
 FH0656
 FH0656.The modeled gravity was interpolated from observed gravity values.
 FH0656
 FH0656;                    North         East    Units  Estimated Accuracy
 FH0656;SPC OK S     -   206,770.      799,750.      MT  (+/- 180 meters Scaled)
 FH0656
 FH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU443963(NAD 83)
 FH0656
 FH0656                          SUPERSEDED SURVEY CONTROL
 FH0656
 FH0656  NGVD 29 (??/??/92)  193.543  (m)          634.98   (f) ADJ UNCH    1 2
 FH0656
 FH0656.Superseded values are not recommended for survey control.
 FH0656
 FH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0656.See file dsdata.pdf to determine how the superseded data were derived.
 FH0656
 FH0656_MARKER: DB = BENCH MARK DISK
 FH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0656_STAMPING: 634.982 U 6 1933
 FH0656_MARK LOGO: CGS
 FH0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0656+STABILITY: SURFACE MOTION
 FH0656
 FH0656  HISTORY     - Date     Condition        Report By
 FH0656  HISTORY     - 1933     MONUMENTED       CGS
 FH0656
 FH0656                          STATION DESCRIPTION
 FH0656
 FH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0656'1.9 MI NW FROM INDIANOLA.
 FH0656'1.9 MILES NORTHWEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0656'RAILWAY FROM INDIANOLA, PITTSBURG COUNTY, ABOUT 1.4 MILES
 FH0656'NORTH OF THE SOUTHEAST CORNER OF SECTION 10, T 8 N, R 14 E, AT
 FH0656'A ROAD CROSSING, 25 FEET NORTH OF THE OLD ROADBED, 20 FEET WEST
 FH0656'OF THE CENTER LINE OF THE ROAD, AND ON THE NORTH BANK OF A DITCH.
 FH0656'A STANDARD DISK, ERRONEOUSLY STAMPED 634.982 U 5 1933 AND SET IN
 FH0656'THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS ERRONEOUSLY
 FH0656'STAMPED U 5 1933.  HOWEVER IT IS FAR ENOUGH FROM THE OTHER U 5
 FH0656'WHICH IS AT QUINTON THAT NO CONFUSION SHOULD ARISE FROM THIS
 FH0656'ERROR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0677 ***********************************************************************
 FH0677  DESIGNATION -  U 60
 FH0677  PID         -  FH0677
 FH0677  STATE/COUNTY-  OK/MCINTOSH
 FH0677  COUNTRY     -  US
 FH0677  USGS QUAD   -  EUFAULA (2018)
 FH0677
 FH0677                         *CURRENT SURVEY CONTROL
 FH0677  ______________________________________________________________________
 FH0677* NAD 83(1986) POSITION- 35 21 35.     (N) 095 33 55.     (W)   SCALED
 FH0677* NAVD 88 ORTHO HEIGHT -   183.289 (meters)      601.34  (feet) ADJUSTED
 FH0677  ______________________________________________________________________
 FH0677  GEOID HEIGHT    -        -29.917 (meters)                     GEOID18
 FH0677  DYNAMIC HEIGHT  -        183.114 (meters)      600.77  (feet) COMP
 FH0677  MODELED GRAVITY -    979,678.5   (mgal)                       NAVD 88
 FH0677
 FH0677  VERT ORDER      -  SECOND    CLASS 0
 FH0677
 FH0677.The horizontal coordinates were scaled from a map and have
 FH0677.an estimated accuracy of +/- 6 seconds.
 FH0677
 FH0677.The orthometric height was determined by differential leveling and
 FH0677.adjusted by the NATIONAL GEODETIC SURVEY
 FH0677.in June 1991.
 FH0677
 FH0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0677.GEOID18 height accuracy estimate available here.
 FH0677
 FH0677.Click photographs - Photos may exist for this station.
 FH0677
 FH0677.The dynamic height is computed by dividing the NAVD 88
 FH0677.geopotential number by the normal gravity value computed on the
 FH0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0677.degrees latitude (g = 980.6199 gals.).
 FH0677
 FH0677.The modeled gravity was interpolated from observed gravity values.
 FH0677
 FH0677;                    North         East    Units  Estimated Accuracy
 FH0677;SPC OK S     -   227,450.      821,270.      MT  (+/- 180 meters Scaled)
 FH0677
 FH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV669159(NAD 83)
 FH0677
 FH0677                          SUPERSEDED SURVEY CONTROL
 FH0677
 FH0677  NGVD 29 (??/??/92)  183.187  (m)          601.01   (f) ADJ UNCH    2 0
 FH0677
 FH0677.Superseded values are not recommended for survey control.
 FH0677
 FH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0677.See file dsdata.pdf to determine how the superseded data were derived.
 FH0677
 FH0677_MARKER: DB = BENCH MARK DISK
 FH0677_SETTING: 80 = SET IN A BOULDER
 FH0677_STAMPING: U 60 1934
 FH0677_MARK LOGO: CGS
 FH0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0677+STABILITY: SURFACE MOTION
 FH0677
 FH0677  HISTORY     - Date     Condition        Report By
 FH0677  HISTORY     - 1934     MONUMENTED       CGS
 FH0677  HISTORY     - 1960     GOOD             USGS
 FH0677  HISTORY     - 20220215 MARK NOT FOUND   OKDOT
 FH0677
 FH0677                          STATION DESCRIPTION
 FH0677
 FH0677'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FH0677'5.2 MI N FROM EUFAULA.
 FH0677'EUFAULA, 5.2 MILES NORTH AND 1.1 MILES EAST OF (AIRLINE), T.
 FH0677'10 N., R. 16 E., IN NORTHEAST 1/4 SECTION 12, 408 FEET NORTH
 FH0677'ALONG R.R. TRACKS FROM A R.R. SIGNAL BOX, 93 FEET EAST OF EAST
 FH0677'RAIL OF TRACKS, 5 FEET WEST OF RIGHT OF WAY FENCE, ON WEST END
 FH0677'OF A 13 BY 8 FEET BOULDER, A STANDARD DISK STAMPED U 60 1934
 FH0677'PAINTED U.S.B.M. 801.0
 FH0677
 FH0677                          STATION RECOVERY (2022)
 FH0677
 FH0677'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FH0677'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0044 ***********************************************************************
 DN0044  DESIGNATION -  U 61
 DN0044  PID         -  DN0044
 DN0044  STATE/COUNTY-  OK/BRYAN
 DN0044  COUNTRY     -  US
 DN0044  USGS QUAD   -  ROBERTA (2018)
 DN0044
 DN0044                         *CURRENT SURVEY CONTROL
 DN0044  ______________________________________________________________________
 DN0044* NAD 83(1986) POSITION- 33 59 21.     (N) 096 22 08.     (W)   SCALED
 DN0044* NAVD 88 ORTHO HEIGHT -   197.743 (meters)      648.76  (feet) ADJUSTED
 DN0044  ______________________________________________________________________
 DN0044  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 DN0044  DYNAMIC HEIGHT  -        197.538 (meters)      648.09  (feet) COMP
 DN0044  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 DN0044
 DN0044  VERT ORDER      -  FIRST     CLASS II
 DN0044
 DN0044.The horizontal coordinates were scaled from a map and have
 DN0044.an estimated accuracy of +/- 6 seconds.
 DN0044
 DN0044.The orthometric height was determined by differential leveling and
 DN0044.adjusted by the NATIONAL GEODETIC SURVEY
 DN0044.in June 1991.
 DN0044
 DN0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0044.GEOID18 height accuracy estimate available here.
 DN0044
 DN0044.Click photographs - Photos may exist for this station.
 DN0044
 DN0044.The dynamic height is computed by dividing the NAVD 88
 DN0044.geopotential number by the normal gravity value computed on the
 DN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0044.degrees latitude (g = 980.6199 gals.).
 DN0044
 DN0044.The modeled gravity was interpolated from observed gravity values.
 DN0044
 DN0044;                    North         East    Units  Estimated Accuracy
 DN0044;SPC OK S     -    73,970.      750,700.      MT  (+/- 180 meters Scaled)
 DN0044
 DN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC430640(NAD 83)
 DN0044
 DN0044                          SUPERSEDED SURVEY CONTROL
 DN0044
 DN0044  NGVD 29 (??/??/92)  197.675  (m)          648.54   (f) ADJ UNCH    1 2
 DN0044
 DN0044.Superseded values are not recommended for survey control.
 DN0044
 DN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0044.See file dsdata.pdf to determine how the superseded data were derived.
 DN0044
 DN0044_MARKER: DB = BENCH MARK DISK
 DN0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0044_STAMPING: U 61 1934
 DN0044_MARK LOGO: CGS
 DN0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0044+STABILITY: SURFACE MOTION
 DN0044
 DN0044  HISTORY     - Date     Condition        Report By
 DN0044  HISTORY     - 1934     MONUMENTED       CGS
 DN0044  HISTORY     - 1967     MARK NOT FOUND   USGS
 DN0044  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0044
 DN0044                          STATION DESCRIPTION
 DN0044
 DN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0044'IN DURANT.
 DN0044'EAST OF U. S. HIGHWAYS 75 AND 73.  SOUTHEAST CORNER OF 1ST AND PINE
 DN0044'STREET.  800 FEET WEST OF ST. LOUIS AND SAN FRANCISCOO RAILROAD TRACK.
 DN0044
 DN0044                          STATION RECOVERY (1967)
 DN0044
 DN0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DN0044'MARK NOT FOUND.
 DN0044
 DN0044                          STATION RECOVERY (1986)
 DN0044
 DN0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0325 ***********************************************************************
 GG0325  DESIGNATION -  U 61
 GG0325  PID         -  GG0325
 GG0325  STATE/COUNTY-  OK/WAGONER
 GG0325  COUNTRY     -  US
 GG0325  USGS QUAD   -  NEODESHA (2019)
 GG0325
 GG0325                         *CURRENT SURVEY CONTROL
 GG0325  ______________________________________________________________________
 GG0325* NAD 83(1986) POSITION- 36 01 10.     (N) 095 22 37.     (W)   SCALED
 GG0325* NAVD 88 ORTHO HEIGHT -   179.473 (meters)      588.82  (feet) ADJUSTED
 GG0325  ______________________________________________________________________
 GG0325  GEOID HEIGHT    -        -29.245 (meters)                     GEOID18
 GG0325  DYNAMIC HEIGHT  -        179.315 (meters)      588.30  (feet) COMP
 GG0325  MODELED GRAVITY -    979,745.1   (mgal)                       NAVD 88
 GG0325
 GG0325  VERT ORDER      -  SECOND    CLASS 0
 GG0325
 GG0325.The horizontal coordinates were scaled from a map and have
 GG0325.an estimated accuracy of +/- 6 seconds.
 GG0325
 GG0325.The orthometric height was determined by differential leveling and
 GG0325.adjusted by the NATIONAL GEODETIC SURVEY
 GG0325.in June 1991.
 GG0325
 GG0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0325.GEOID18 height accuracy estimate available here.
 GG0325
 GG0325.Click photographs - Photos may exist for this station.
 GG0325
 GG0325.The dynamic height is computed by dividing the NAVD 88
 GG0325.geopotential number by the normal gravity value computed on the
 GG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0325.degrees latitude (g = 980.6199 gals.).
 GG0325
 GG0325.The modeled gravity was interpolated from observed gravity values.
 GG0325
 GG0325;                    North         East    Units  Estimated Accuracy
 GG0325;SPC OK N     -   116,300.      836,410.      MT  (+/- 180 meters Scaled)
 GG0325
 GG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV858887(NAD 83)
 GG0325
 GG0325                          SUPERSEDED SURVEY CONTROL
 GG0325
 GG0325  NGVD 29 (??/??/92)  179.360  (m)          588.45   (f) ADJ UNCH    2 0
 GG0325
 GG0325.Superseded values are not recommended for survey control.
 GG0325
 GG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0325.See file dsdata.pdf to determine how the superseded data were derived.
 GG0325
 GG0325_MARKER: DB = BENCH MARK DISK
 GG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0325_STAMPING: U 61 1934
 GG0325_MARK LOGO: CGS
 GG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0325+STABILITY: SURFACE MOTION
 GG0325
 GG0325  HISTORY     - Date     Condition        Report By
 GG0325  HISTORY     - 1934     MONUMENTED       CGS
 GG0325  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0325
 GG0325                          STATION DESCRIPTION
 GG0325
 GG0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0325'4.2 MI N FROM WAGONER.
 GG0325'4.2 MILES NORTH OF WAGONER M.K. AND T. R.R. STATION 198 FEET
 GG0325'SOUTH OF MILE POST 484.  115 FEET NORTH OF ENTERSECTION OF SECTION
 GG0325'LINE ROAD, AND MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  87 FEET
 GG0325'SOUTHEAST OF NEAREST RAIL OF MAIN TRACK.
 GG0325
 GG0325                          STATION RECOVERY (1968)
 GG0325
 GG0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0291 ***********************************************************************
 GG0291  DESIGNATION -  U 62
 GG0291  PID         -  GG0291
 GG0291  STATE/COUNTY-  OK/CRAIG
 GG0291  COUNTRY     -  US
 GG0291  USGS QUAD   -  BIG CABIN (2019)
 GG0291
 GG0291                         *CURRENT SURVEY CONTROL
 GG0291  ______________________________________________________________________
 GG0291* NAD 83(1986) POSITION- 36 34 00.     (N) 095 11 57.     (W)   SCALED
 GG0291* NAVD 88 ORTHO HEIGHT -   208.676 (meters)      684.63  (feet) ADJUSTED
 GG0291  ______________________________________________________________________
 GG0291  GEOID HEIGHT    -        -29.284 (meters)                     GEOID18
 GG0291  DYNAMIC HEIGHT  -        208.501 (meters)      684.06  (feet) COMP
 GG0291  MODELED GRAVITY -    979,788.2   (mgal)                       NAVD 88
 GG0291
 GG0291  VERT ORDER      -  SECOND    CLASS 0
 GG0291
 GG0291.The horizontal coordinates were scaled from a map and have
 GG0291.an estimated accuracy of +/- 6 seconds.
 GG0291
 GG0291.The orthometric height was determined by differential leveling and
 GG0291.adjusted by the NATIONAL GEODETIC SURVEY
 GG0291.in June 1991.
 GG0291
 GG0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0291.GEOID18 height accuracy estimate available here.
 GG0291
 GG0291.Click photographs - Photos may exist for this station.
 GG0291
 GG0291.The dynamic height is computed by dividing the NAVD 88
 GG0291.geopotential number by the normal gravity value computed on the
 GG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0291.degrees latitude (g = 980.6199 gals.).
 GG0291
 GG0291.The modeled gravity was interpolated from observed gravity values.
 GG0291
 GG0291;                    North         East    Units  Estimated Accuracy
 GG0291;SPC OK N     -   177,450.      850,670.      MT  (+/- 180 meters Scaled)
 GG0291
 GG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA032490(NAD 83)
 GG0291
 GG0291                          SUPERSEDED SURVEY CONTROL
 GG0291
 GG0291  NGVD 29 (??/??/92)  208.562  (m)          684.26   (f) ADJ UNCH    2 0
 GG0291
 GG0291.Superseded values are not recommended for survey control.
 GG0291
 GG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0291.See file dsdata.pdf to determine how the superseded data were derived.
 GG0291
 GG0291_MARKER: DB = BENCH MARK DISK
 GG0291_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0291_STAMPING: U 62 1934
 GG0291_MARK LOGO: CGS
 GG0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0291
 GG0291  HISTORY     - Date     Condition        Report By
 GG0291  HISTORY     - 1934     MONUMENTED       CGS
 GG0291
 GG0291                          STATION DESCRIPTION
 GG0291
 GG0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0291'2.5 MI N FROM BIG CABIN.
 GG0291'0.25 MILE NORTH OF MISSOURI-KANSAS AND TEXAS RAILWAY SEMAPHORE
 GG0291'444.5.  66 FEET WEST OF NEAREST RAIL OF TRACK.  21 FEET NORTH
 GG0291'OF CENTER LINE OF SECTION LINE ROAD, AND INSIDE OF RAILWAY
 GG0291'PROPERTY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0366 ***********************************************************************
 GG0366  DESIGNATION -  U 63
 GG0366  PID         -  GG0366
 GG0366  STATE/COUNTY-  OK/MAYES
 GG0366  COUNTRY     -  US
 GG0366  USGS QUAD   -  SALINA (2019)
 GG0366
 GG0366                         *CURRENT SURVEY CONTROL
 GG0366  ______________________________________________________________________
 GG0366* NAD 83(1986) POSITION- 36 17 35.     (N) 095 09 35.     (W)   SCALED
 GG0366* NAVD 88 ORTHO HEIGHT -   188.746 (meters)      619.24  (feet) ADJUSTED
 GG0366  ______________________________________________________________________
 GG0366  GEOID HEIGHT    -        -29.068 (meters)                     GEOID18
 GG0366  DYNAMIC HEIGHT  -        188.586 (meters)      618.72  (feet) COMP
 GG0366  MODELED GRAVITY -    979,777.3   (mgal)                       NAVD 88
 GG0366
 GG0366  VERT ORDER      -  SECOND    CLASS 0
 GG0366
 GG0366.The horizontal coordinates were scaled from a map and have
 GG0366.an estimated accuracy of +/- 6 seconds.
 GG0366
 GG0366.The orthometric height was determined by differential leveling and
 GG0366.adjusted by the NATIONAL GEODETIC SURVEY
 GG0366.in June 1991.
 GG0366
 GG0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0366.GEOID18 height accuracy estimate available here.
 GG0366
 GG0366.Click photographs - Photos may exist for this station.
 GG0366
 GG0366.The dynamic height is computed by dividing the NAVD 88
 GG0366.geopotential number by the normal gravity value computed on the
 GG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0366.degrees latitude (g = 980.6199 gals.).
 GG0366
 GG0366.The modeled gravity was interpolated from observed gravity values.
 GG0366
 GG0366;                    North         East    Units  Estimated Accuracy
 GG0366;SPC OK N     -   147,200.      855,090.      MT  (+/- 180 meters Scaled)
 GG0366
 GG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA060186(NAD 83)
 GG0366
 GG0366                          SUPERSEDED SURVEY CONTROL
 GG0366
 GG0366  NGVD 29 (??/??/92)  188.635  (m)          618.88   (f) ADJ UNCH    2 0
 GG0366
 GG0366.Superseded values are not recommended for survey control.
 GG0366
 GG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0366.See file dsdata.pdf to determine how the superseded data were derived.
 GG0366
 GG0366_MARKER: DB = BENCH MARK DISK
 GG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0366_STAMPING: U 63 1934
 GG0366_MARK LOGO: CGS
 GG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0366+STABILITY: SURFACE MOTION
 GG0366
 GG0366  HISTORY     - Date     Condition        Report By
 GG0366  HISTORY     - 1934     MONUMENTED       CGS
 GG0366  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0366
 GG0366                          STATION DESCRIPTION
 GG0366
 GG0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0366'AT SALINA.
 GG0366'AT SALINA, MAYES COUNTY, 265 FEET NORTHEAST OF THE KANSAS,
 GG0366'OKLAHOMA AND GULF RAILWAY STATION, 112 FEET EAST OF THE NEAREST
 GG0366'RAIL OF THE MAIN TRACK, AND 40 FEET NORTH OF THE CENTERLINE OF
 GG0366'STATE HIGHWAY 20.  A STANDARD DISK, STAMPED U 63 1934 AND SET IN
 GG0366'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0563 ***********************************************************************
 EK0563  DESIGNATION -  U 63
 EK0563  PID         -  EK0563
 EK0563  STATE/COUNTY-  OK/PUSHMATAHA
 EK0563  COUNTRY     -  US
 EK0563  USGS QUAD   -  MOYERS (2019)
 EK0563
 EK0563                         *CURRENT SURVEY CONTROL
 EK0563  ______________________________________________________________________
 EK0563* NAD 83(1986) POSITION- 34 19 35.11   (N) 095 38 59.83   (W)   HD_HELD1
 EK0563* NAVD 88 ORTHO HEIGHT -   147.477 (meters)      483.85  (feet) ADJUSTED
 EK0563  ______________________________________________________________________
 EK0563  GEOID HEIGHT    -        -30.308 (meters)                     GEOID18
 EK0563  DYNAMIC HEIGHT  -        147.315 (meters)      483.32  (feet) COMP
 EK0563  MODELED GRAVITY -    979,542.1   (mgal)                       NAVD 88
 EK0563
 EK0563  VERT ORDER      -  SECOND    CLASS 0
 EK0563
 EK0563.The horizontal coordinates were determined by differentially corrected
 EK0563.hand held GPS observations or other comparable positioning techniques
 EK0563.and have an estimated accuracy of +/- 3 meters.
 EK0563
 EK0563.The orthometric height was determined by differential leveling and
 EK0563.adjusted by the NATIONAL GEODETIC SURVEY
 EK0563.in June 1991.
 EK0563
 EK0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0563.GEOID18 height accuracy estimate available here.
 EK0563
 EK0563.Click photographs - Photos may exist for this station.
 EK0563
 EK0563.The dynamic height is computed by dividing the NAVD 88
 EK0563.geopotential number by the normal gravity value computed on the
 EK0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0563.degrees latitude (g = 980.6199 gals.).
 EK0563
 EK0563.The modeled gravity was interpolated from observed gravity values.
 EK0563
 EK0563;                    North         East    Units  Estimated Accuracy
 EK0563;SPC OK S     -   112,673.6     816,243.4     MT  (+/- 3 meters HH1 GPS) 
 EK0563
 EK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU5619001530(NAD 83)
 EK0563
 EK0563                          SUPERSEDED SURVEY CONTROL
 EK0563
 EK0563  NGVD 29 (??/??/92)  147.391  (m)          483.57   (f) ADJ UNCH    2 0
 EK0563
 EK0563.Superseded values are not recommended for survey control.
 EK0563
 EK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0563.See file dsdata.pdf to determine how the superseded data were derived.
 EK0563
 EK0563_MARKER: DB = BENCH MARK DISK
 EK0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0563_STAMPING: U 63 1934
 EK0563_MARK LOGO: CGS
 EK0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0563+STABILITY: SURFACE MOTION
 EK0563
 EK0563  HISTORY     - Date     Condition        Report By
 EK0563  HISTORY     - 1934     MONUMENTED       CGS
 EK0563  HISTORY     - 1960     GOOD             CGS
 EK0563
 EK0563                          STATION DESCRIPTION
 EK0563
 EK0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0563'AT MOYERS.
 EK0563'AT MOYERS, PUSHMATAHA COUNTY, ABOUT 90 FEET SOUTHWEST OF THE
 EK0563'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 50 FEET NORTH
 EK0563'OF THE TWENTY-FIFTH POLE SOUTH OF MILEPOST 533, AT A CROSSING
 EK0563'SIGNPOST, AND 30 FEET WEST OF THE TRACK.  A STANDARD DISK,
 EK0563'STAMPED U 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0315 ***********************************************************************
 GG0315  DESIGNATION -  U 64
 GG0315  PID         -  GG0315
 GG0315  STATE/COUNTY-  OK/CRAIG
 GG0315  COUNTRY     -  US
 GG0315  USGS QUAD   -  WELCH SOUTH (2019)
 GG0315
 GG0315                         *CURRENT SURVEY CONTROL
 GG0315  ______________________________________________________________________
 GG0315* NAD 83(1986) POSITION- 36 52 26.     (N) 095 05 35.     (W)   SCALED
 GG0315* NAVD 88 ORTHO HEIGHT -   251.848 (meters)      826.27  (feet) ADJUSTED
 GG0315  ______________________________________________________________________
 GG0315  GEOID HEIGHT    -        -29.500 (meters)                     GEOID18
 GG0315  DYNAMIC HEIGHT  -        251.643 (meters)      825.60  (feet) COMP
 GG0315  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 GG0315
 GG0315  VERT ORDER      -  SECOND    CLASS 0
 GG0315
 GG0315.The horizontal coordinates were scaled from a map and have
 GG0315.an estimated accuracy of +/- 6 seconds.
 GG0315
 GG0315.The orthometric height was determined by differential leveling and
 GG0315.adjusted by the NATIONAL GEODETIC SURVEY
 GG0315.in June 1991.
 GG0315
 GG0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0315.GEOID18 height accuracy estimate available here.
 GG0315
 GG0315.Click photographs - Photos may exist for this station.
 GG0315
 GG0315.The dynamic height is computed by dividing the NAVD 88
 GG0315.geopotential number by the normal gravity value computed on the
 GG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0315.degrees latitude (g = 980.6199 gals.).
 GG0315
 GG0315.The modeled gravity was interpolated from observed gravity values.
 GG0315
 GG0315;                    North         East    Units  Estimated Accuracy
 GG0315;SPC OK N     -   211,800.      859,150.      MT  (+/- 180 meters Scaled)
 GG0315
 GG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA134829(NAD 83)
 GG0315
 GG0315                          SUPERSEDED SURVEY CONTROL
 GG0315
 GG0315  NGVD 29 (??/??/92)  251.732  (m)          825.89   (f) ADJ UNCH    2 0
 GG0315
 GG0315.Superseded values are not recommended for survey control.
 GG0315
 GG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0315.See file dsdata.pdf to determine how the superseded data were derived.
 GG0315
 GG0315_MARKER: DB = BENCH MARK DISK
 GG0315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0315_STAMPING: U 64 1934
 GG0315_MARK LOGO: CGS
 GG0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0315
 GG0315  HISTORY     - Date     Condition        Report By
 GG0315  HISTORY     - 1934     MONUMENTED       CGS
 GG0315  HISTORY     - 1971     MARK NOT FOUND   NGS
 GG0315  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0315
 GG0315                          STATION DESCRIPTION
 GG0315
 GG0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0315'AT WELCH.
 GG0315'264 FEET SOUTH OF MISSOURI-KANSAS AND TEXAS RAILWAY DEPOT AT
 GG0315'WELCH.  30 FEET NORTH OF OKLAHOMA STATE HIGHWAY 2, U.S. 75
 GG0315'25 FEET EAST OF NEAREST RAIL OF MAIN TRACK.
 GG0315
 GG0315                          STATION RECOVERY (1971)
 GG0315
 GG0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GG0315'MARK NOT FOUND.
 GG0315
 GG0315                          STATION RECOVERY (2016)
 GG0315
 GG0315'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0315'AREA IS DOZED NO EVIDENCE OF MONUMENT LOCATED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0573 ***********************************************************************
 EK0573  DESIGNATION -  U 65 NORTH DUNBAR
 EK0573  PID         -  EK0573
 EK0573  STATE/COUNTY-  OK/PUSHMATAHA
 EK0573  COUNTRY     -  US
 EK0573  USGS QUAD   -  DUNBAR (2019)
 EK0573
 EK0573                         *CURRENT SURVEY CONTROL
 EK0573  ______________________________________________________________________
 EK0573* NAD 83(1986) POSITION- 34 27 30.     (N) 095 33 38.     (W)   SCALED
 EK0573* NAVD 88 ORTHO HEIGHT -   163.351 (meters)      535.93  (feet) ADJUSTED
 EK0573  ______________________________________________________________________
 EK0573  GEOID HEIGHT    -        -30.783 (meters)                     GEOID18
 EK0573  DYNAMIC HEIGHT  -        163.174 (meters)      535.35  (feet) COMP
 EK0573  MODELED GRAVITY -    979,551.0   (mgal)                       NAVD 88
 EK0573
 EK0573  VERT ORDER      -  SECOND    CLASS 0
 EK0573
 EK0573.The horizontal coordinates were scaled from a map and have
 EK0573.an estimated accuracy of +/- 6 seconds.
 EK0573
 EK0573.The orthometric height was determined by differential leveling and
 EK0573.adjusted by the NATIONAL GEODETIC SURVEY
 EK0573.in June 1991.
 EK0573
 EK0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0573.GEOID18 height accuracy estimate available here.
 EK0573
 EK0573.Click photographs - Photos may exist for this station.
 EK0573
 EK0573.The dynamic height is computed by dividing the NAVD 88
 EK0573.geopotential number by the normal gravity value computed on the
 EK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0573.degrees latitude (g = 980.6199 gals.).
 EK0573
 EK0573.The modeled gravity was interpolated from observed gravity values.
 EK0573
 EK0573;                    North         East    Units  Estimated Accuracy
 EK0573;SPC OK S     -   127,500.      824,110.      MT  (+/- 180 meters Scaled)
 EK0573
 EK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU647159(NAD 83)
 EK0573
 EK0573                          SUPERSEDED SURVEY CONTROL
 EK0573
 EK0573  NGVD 29 (??/??/92)  163.262  (m)          535.64   (f) ADJ UNCH    2 0
 EK0573
 EK0573.Superseded values are not recommended for survey control.
 EK0573
 EK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0573.See file dsdata.pdf to determine how the superseded data were derived.
 EK0573
 EK0573_MARKER: P = PIPE CAP
 EK0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0573_STAMPING: U 65 NORTH DUNBAR 1930
 EK0573_MARK LOGO: USACE
 EK0573_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0573
 EK0573  HISTORY     - Date     Condition        Report By
 EK0573  HISTORY     - 1930     MONUMENTED       USACE
 EK0573  HISTORY     - 1960     GOOD             CGS
 EK0573
 EK0573                          STATION DESCRIPTION
 EK0573
 EK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0573'AT DUNBAR.
 EK0573'AT DUNBAR, PUSHMATAHA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0573'RAILWAY, ABOUT 30 FEET NORTH OF THE SECOND POLE NORTH OF THE
 EK0573'FIFTEENTH POLE SOUTH OF MILEPOST 522, AT A CROSSING NEAR A
 EK0573'SECTION HOUSE, 35 FEET WEST OF THE TRACK, AND AT THE FENCE
 EK0573'CORNER.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED
 EK0573'U 65 NORTH DUNBAR 1930 AND RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0436 ***********************************************************************
 EK0436  DESIGNATION -  U 66
 EK0436  PID         -  EK0436
 EK0436  STATE/COUNTY-  OK/LE FLORE
 EK0436  COUNTRY     -  US
 EK0436  USGS QUAD   -  TALIHINA (2018)
 EK0436
 EK0436                         *CURRENT SURVEY CONTROL
 EK0436  ______________________________________________________________________
 EK0436* NAD 83(1986) POSITION- 34 51 01.10   (N) 095 01 49.78   (W)   HD_HELD1
 EK0436* NAVD 88 ORTHO HEIGHT -   181.557 (meters)      595.66  (feet) ADJUSTED
 EK0436  ______________________________________________________________________
 EK0436  GEOID HEIGHT    -        -31.672 (meters)                     GEOID18
 EK0436  DYNAMIC HEIGHT  -        181.367 (meters)      595.03  (feet) COMP
 EK0436  MODELED GRAVITY -    979,587.1   (mgal)                       NAVD 88
 EK0436
 EK0436  VERT ORDER      -  SECOND    CLASS 0
 EK0436
 EK0436.The horizontal coordinates were determined by differentially corrected
 EK0436.hand held GPS observations or other comparable positioning techniques
 EK0436.and have an estimated accuracy of +/- 3 meters.
 EK0436
 EK0436.The orthometric height was determined by differential leveling and
 EK0436.adjusted by the NATIONAL GEODETIC SURVEY
 EK0436.in June 1991.
 EK0436
 EK0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0436.GEOID18 height accuracy estimate available here.
 EK0436
 EK0436.Click photographs - Photos may exist for this station.
 EK0436
 EK0436.The dynamic height is computed by dividing the NAVD 88
 EK0436.geopotential number by the normal gravity value computed on the
 EK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0436.degrees latitude (g = 980.6199 gals.).
 EK0436
 EK0436.The modeled gravity was interpolated from observed gravity values.
 EK0436
 EK0436;                    North         East    Units  Estimated Accuracy
 EK0436;SPC OK S     -   172,263.1     871,519.8     MT  (+/- 3 meters HH1 GPS) 
 EK0436
 EK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1436358322(NAD 83)
 EK0436
 EK0436                          SUPERSEDED SURVEY CONTROL
 EK0436
 EK0436  NGVD 29 (??/??/92)  181.440  (m)          595.27   (f) ADJ UNCH    2 0
 EK0436
 EK0436.Superseded values are not recommended for survey control.
 EK0436
 EK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0436.See file dsdata.pdf to determine how the superseded data were derived.
 EK0436
 EK0436_MARKER: DB = BENCH MARK DISK
 EK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0436_STAMPING: U 66 1934
 EK0436_MARK LOGO: CGS
 EK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0436+STABILITY: SURFACE MOTION
 EK0436
 EK0436  HISTORY     - Date     Condition        Report By
 EK0436  HISTORY     - 1934     MONUMENTED       CGS
 EK0436  HISTORY     - 1959     GOOD             CGS
 EK0436  HISTORY     - 1977     GOOD             USGS
 EK0436
 EK0436                          STATION DESCRIPTION
 EK0436
 EK0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0436'2.2 MI NE FROM BENGAL.
 EK0436'IN LE FLORE COUNTY, ABOUT 2.2 MILES NORTHEAST ALONG THE ST.
 EK0436'LOUIS-SAN FRANCISCO RAILWAY FROM THE STATION AT BENGAL, LATIMER
 EK0436'COUNTY, ABOUT 15 POLES SOUTHWEST OF MILEPOST 473, AND 45 FEET NORTH
 EK0436'OF THE TRACK.  A STANDARD DISK, STAMPED U 66 1934 AND SET IN THE
 EK0436'TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS RECOVERED NEAR THE
 EK0436'9TH POLE NORTH OF THE NORTH END OF BRIDGE 473.6.  THIS IS THE
 EK0436'3RD POLE NORTH OF AN ABANDONED ROAD CROSSING WITH STEEL GATES
 EK0436'ON BOTH SIDES OF THE RAILROAD RIGHT OF WAY.  THE MARK PROJECTS
 EK0436'ABOUT 1 1/2 FEET.
 EK0436
 EK0436                          STATION RECOVERY (1977)
 EK0436
 EK0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EK0436'IN LEFLORE COUNTY, ABOUT 2.2 MI NE ALONG THE SL. AND SF. RY. FROM THE
 EK0436'STATION AT BENGAL, IN NE 1/4 SEC. 6, T. 4 N., R. 22 E., 45 FT N. OF
 EK0436'TRACK ABOUT 390 FT E. OF AN ABANDONED RD. CROSSING WITH STEEL GATES
 EK0436'ON BOTH SIDES OF THE RAILROAD RIGHT OF WAY, ABOUT 0.25 MI NE OF
 EK0436'BRIDGE OVER LONG CREEK, 66 FT E. OF SMALL CLEARING ON N. SIDE OF
 EK0436'TRACK, IN CONCRETE POST PROJECTING 18- IN. ABOVE GROUND, STANDARD
 EK0436'DISK STAMPED U 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0264 ***********************************************************************
 FH0264  DESIGNATION -  U 67
 FH0264  PID         -  FH0264
 FH0264  STATE/COUNTY-  OK/SEQUOYAH
 FH0264  COUNTRY     -  US
 FH0264  USGS QUAD   -  MULDROW SW (2018)
 FH0264
 FH0264                         *CURRENT SURVEY CONTROL
 FH0264  ______________________________________________________________________
 FH0264* NAD 83(1986) POSITION- 35 21 34.     (N) 094 39 28.     (W)   SCALED
 FH0264* NAVD 88 ORTHO HEIGHT -   146.692 (meters)      481.27  (feet) ADJUSTED
 FH0264  ______________________________________________________________________
 FH0264  GEOID HEIGHT    -        -30.363 (meters)                     GEOID18
 FH0264  DYNAMIC HEIGHT  -        146.553 (meters)      480.82  (feet) COMP
 FH0264  MODELED GRAVITY -    979,684.8   (mgal)                       NAVD 88
 FH0264
 FH0264  VERT ORDER      -  SECOND    CLASS 0
 FH0264
 FH0264.The horizontal coordinates were scaled from a map and have
 FH0264.an estimated accuracy of +/- 6 seconds.
 FH0264
 FH0264.The orthometric height was determined by differential leveling and
 FH0264.adjusted by the NATIONAL GEODETIC SURVEY
 FH0264.in June 1991.
 FH0264
 FH0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0264.GEOID18 height accuracy estimate available here.
 FH0264
 FH0264.Click photographs - Photos may exist for this station.
 FH0264
 FH0264.The dynamic height is computed by dividing the NAVD 88
 FH0264.geopotential number by the normal gravity value computed on the
 FH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0264.degrees latitude (g = 980.6199 gals.).
 FH0264
 FH0264.The modeled gravity was interpolated from observed gravity values.
 FH0264
 FH0264;                    North         East    Units  Estimated Accuracy
 FH0264;SPC OK N     -    45,110.      903,720.      MT  (+/- 180 meters Scaled)
 FH0264
 FH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV493141(NAD 83)
 FH0264
 FH0264                          SUPERSEDED SURVEY CONTROL
 FH0264
 FH0264  NGVD 29 (??/??/92)  146.608  (m)          481.00   (f) ADJ UNCH    2 0
 FH0264
 FH0264.Superseded values are not recommended for survey control.
 FH0264
 FH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0264.See file dsdata.pdf to determine how the superseded data were derived.
 FH0264
 FH0264_MARKER: DB = BENCH MARK DISK
 FH0264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0264_STAMPING: U 67 1934
 FH0264_MARK LOGO: CGS
 FH0264_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0264
 FH0264  HISTORY     - Date     Condition        Report By
 FH0264  HISTORY     - 1934     MONUMENTED       CGS
 FH0264  HISTORY     - 1940     GOOD             CGS
 FH0264  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0264
 FH0264                          STATION DESCRIPTION
 FH0264
 FH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0264'2.6 MI SE FROM GANS.
 FH0264'BENCH MARK IS 360 FEET NORTHWEST OF MILE-POST 302, 60 WEST OF
 FH0264'CENTER LINE OF TRACK, 25 FEET SOUTH OF CENTER LINE OF GRADED
 FH0264'DIRT ROAD, 2 FEET WEST OF FENCE LINE, 2 FEET SOUTH OF 4 X 4
 FH0264'INCH WOODEN POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT
 FH0264'PROJECTS ABOUT 0.6 FEET.  A STD. DISK BM SET IN PRECAST CONCRETE
 FH0264'POST.
 FH0264
 FH0264                          STATION RECOVERY (1959)
 FH0264
 FH0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0366 ***********************************************************************
 FH0366  DESIGNATION -  U 68
 FH0366  PID         -  FH0366
 FH0366  STATE/COUNTY-  OK/SEQUOYAH
 FH0366  COUNTRY     -  US
 FH0366  USGS QUAD   -  MARBLE CITY (2018)
 FH0366
 FH0366                         *CURRENT SURVEY CONTROL
 FH0366  ______________________________________________________________________
 FH0366* NAD 83(1986) POSITION- 35 34 50.     (N) 094 49 21.     (W)   SCALED
 FH0366* NAVD 88 ORTHO HEIGHT -   190.417 (meters)      624.73  (feet) ADJUSTED
 FH0366  ______________________________________________________________________
 FH0366  GEOID HEIGHT    -        -29.511 (meters)                     GEOID18
 FH0366  DYNAMIC HEIGHT  -        190.242 (meters)      624.15  (feet) COMP
 FH0366  MODELED GRAVITY -    979,710.6   (mgal)                       NAVD 88
 FH0366
 FH0366  VERT ORDER      -  SECOND    CLASS 0
 FH0366
 FH0366.The horizontal coordinates were scaled from a map and have
 FH0366.an estimated accuracy of +/- 6 seconds.
 FH0366
 FH0366.The orthometric height was determined by differential leveling and
 FH0366.adjusted by the NATIONAL GEODETIC SURVEY
 FH0366.in June 1991.
 FH0366
 FH0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0366.GEOID18 height accuracy estimate available here.
 FH0366
 FH0366.Click photographs - Photos may exist for this station.
 FH0366
 FH0366.The dynamic height is computed by dividing the NAVD 88
 FH0366.geopotential number by the normal gravity value computed on the
 FH0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0366.degrees latitude (g = 980.6199 gals.).
 FH0366
 FH0366.The modeled gravity was interpolated from observed gravity values.
 FH0366
 FH0366;                    North         East    Units  Estimated Accuracy
 FH0366;SPC OK N     -    69,130.      887,950.      MT  (+/- 180 meters Scaled)
 FH0366
 FH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV348389(NAD 83)
 FH0366
 FH0366                          SUPERSEDED SURVEY CONTROL
 FH0366
 FH0366  NGVD 29 (??/??/92)  190.306  (m)          624.36   (f) ADJ UNCH    2 0
 FH0366
 FH0366.Superseded values are not recommended for survey control.
 FH0366
 FH0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0366.See file dsdata.pdf to determine how the superseded data were derived.
 FH0366
 FH0366_MARKER: DB = BENCH MARK DISK
 FH0366_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0366_STAMPING: U 68 1934
 FH0366_MARK LOGO: CGS
 FH0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0366
 FH0366  HISTORY     - Date     Condition        Report By
 FH0366  HISTORY     - 1934     MONUMENTED       CGS
 FH0366  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0366
 FH0366                          STATION DESCRIPTION
 FH0366
 FH0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0366'AT MARBLE CITY.
 FH0366'AT MARBLE CITY KCS RR DEPOT.  2000 FEET NORTH OF KANSAS CITY
 FH0366'SOUTHERN RAILROAD STATION, 1000 FEET NORTH OF MILEPOST 281.
 FH0366'85 FEET WEST OF THE TRACK.  SOUTHEAST OF THE HOUSE.
 FH0366
 FH0366                          STATION RECOVERY (1960)
 FH0366
 FH0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0402 ***********************************************************************
 FH0402  DESIGNATION -  U 69
 FH0402  PID         -  FH0402
 FH0402  STATE/COUNTY-  OK/ADAIR
 FH0402  COUNTRY     -  US
 FH0402  USGS QUAD   -  WESTVILLE (2019)
 FH0402
 FH0402                         *CURRENT SURVEY CONTROL
 FH0402  ______________________________________________________________________
 FH0402* NAD 83(1986) POSITION- 35 55 21.     (N) 094 36 40.     (W)   SCALED
 FH0402* NAVD 88 ORTHO HEIGHT -   273.238 (meters)      896.45  (feet) ADJUSTED
 FH0402  ______________________________________________________________________
 FH0402  GEOID HEIGHT    -        -28.652 (meters)                     GEOID18
 FH0402  DYNAMIC HEIGHT  -        272.991 (meters)      895.64  (feet) COMP
 FH0402  MODELED GRAVITY -    979,721.7   (mgal)                       NAVD 88
 FH0402
 FH0402  VERT ORDER      -  SECOND    CLASS 0
 FH0402
 FH0402.The horizontal coordinates were scaled from a map and have
 FH0402.an estimated accuracy of +/- 6 seconds.
 FH0402
 FH0402.The orthometric height was determined by differential leveling and
 FH0402.adjusted by the NATIONAL GEODETIC SURVEY
 FH0402.in June 1991.
 FH0402
 FH0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0402.GEOID18 height accuracy estimate available here.
 FH0402
 FH0402.Click photographs - Photos may exist for this station.
 FH0402
 FH0402.The dynamic height is computed by dividing the NAVD 88
 FH0402.geopotential number by the normal gravity value computed on the
 FH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0402.degrees latitude (g = 980.6199 gals.).
 FH0402
 FH0402.The modeled gravity was interpolated from observed gravity values.
 FH0402
 FH0402;                    North         East    Units  Estimated Accuracy
 FH0402;SPC OK N     -   107,690.      905,780.      MT  (+/- 180 meters Scaled)
 FH0402
 FH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV546765(NAD 83)
 FH0402
 FH0402                          SUPERSEDED SURVEY CONTROL
 FH0402
 FH0402  NGVD 29 (??/??/92)  273.094  (m)          895.98   (f) ADJ UNCH    2 0
 FH0402
 FH0402.Superseded values are not recommended for survey control.
 FH0402
 FH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0402.See file dsdata.pdf to determine how the superseded data were derived.
 FH0402
 FH0402_MARKER: DB = BENCH MARK DISK
 FH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0402_STAMPING: U 69 1934
 FH0402_MARK LOGO: CGS
 FH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0402+STABILITY: SURFACE MOTION
 FH0402
 FH0402  HISTORY     - Date     Condition        Report By
 FH0402  HISTORY     - 1934     MONUMENTED       CGS
 FH0402  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0402
 FH0402                          STATION DESCRIPTION
 FH0402
 FH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0402'AT BARON.
 FH0402'IN THE SOUTH EDGE OF BARON.  100 FEET SOUTH OF KANSAS CITY
 FH0402'SOUTHERN RAILROAD DEPOT, 50 FEET EAST OF THE TRACK.  NEAR
 FH0402'MILEPOST 250 OPPOSITE TRACK FROM MAIL CRANE.
 FH0402
 FH0402                          STATION RECOVERY (1960)
 FH0402
 FH0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0181 ***********************************************************************
 FJ0181  DESIGNATION -  U 7
 FJ0181  PID         -  FJ0181
 FJ0181  STATE/COUNTY-  OK/OKFUSKEE
 FJ0181  COUNTRY     -  US
 FJ0181  USGS QUAD   -  PADEN (2018)
 FJ0181
 FJ0181                         *CURRENT SURVEY CONTROL
 FJ0181  ______________________________________________________________________
 FJ0181* NAD 83(1986) POSITION- 35 30 54.     (N) 096 36 00.     (W)   SCALED
 FJ0181* NAVD 88 ORTHO HEIGHT -   302.784 (meters)      993.38  (feet) POSTED
 FJ0181  ______________________________________________________________________
 FJ0181  GEOID HEIGHT    -        -27.991 (meters)                     GEOID18
 FJ0181  DYNAMIC HEIGHT  -        302.50  (meters)      992.5   (feet) COMP
 FJ0181  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 FJ0181
 FJ0181  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0181
 FJ0181.The horizontal coordinates were scaled from a map and have
 FJ0181.an estimated accuracy of +/- 6 seconds.
 FJ0181
 FJ0181.The orthometric height was determined by differential leveling
 FJ0181.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0181
 FJ0181.* This is a POSTED BENCH MARK height.
 FJ0181
 FJ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0181.GEOID18 height accuracy estimate available here.
 FJ0181
 FJ0181.Click photographs - Photos may exist for this station.
 FJ0181
 FJ0181.The dynamic height is computed by dividing the NAVD 88
 FJ0181.geopotential number by the normal gravity value computed on the
 FJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0181.degrees latitude (g = 980.6199 gals.).
 FJ0181
 FJ0181.The modeled gravity was interpolated from observed gravity values.
 FJ0181
 FJ0181;                    North         East    Units  Estimated Accuracy
 FJ0181;SPC OK N     -    58,060.      726,990.      MT  (+/- 180 meters Scaled)
 FJ0181
 FJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE176328(NAD 83)
 FJ0181
 FJ0181                          SUPERSEDED SURVEY CONTROL
 FJ0181
 FJ0181  NGVD 29 (??/??/92)  302.655  (m)          992.96   (f) ADJ UNCH    1 2
 FJ0181
 FJ0181.Superseded values are not recommended for survey control.
 FJ0181
 FJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0181.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0181
 FJ0181_MARKER: DB = BENCH MARK DISK
 FJ0181_STAMPING: U 7 1933
 FJ0181_MARK LOGO: CGS
 FJ0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0181
 FJ0181  HISTORY     - Date     Condition        Report By
 FJ0181  HISTORY     - 1933     MONUMENTED       CGS
 FJ0181  HISTORY     - 1934     GOOD             CGS
 FJ0181  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0181
 FJ0181                          STATION DESCRIPTION
 FJ0181
 FJ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0181'1.8 MI W FROM PADEN.
 FJ0181'1.8 MILES WEST OF PADEN, 29 1/2 FT. NORTH OF CENTER LINE OF F. S.
 FJ0181'AND W. R. R. AT MILE POST 153 PLUS 1 POLE.  122 FT. EAST OF
 FJ0181'CENTER LINE OF DIRT ROAD.
 FJ0181
 FJ0181                          STATION RECOVERY (1934)
 FJ0181
 FJ0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0181'RECOVERED IN GOOD CONDITION.
 FJ0181
 FJ0181                          STATION RECOVERY (1984)
 FJ0181
 FJ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0181'NOT RECOVERED, PROBABLY REMOVED BY RAILROAD EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0234 ***********************************************************************
 GG0234  DESIGNATION -  U 70
 GG0234  PID         -  GG0234
 GG0234  STATE/COUNTY-  OK/DELAWARE
 GG0234  COUNTRY     -  US
 GG0234  USGS QUAD   -  CAYUGA (2018)
 GG0234
 GG0234                         *CURRENT SURVEY CONTROL
 GG0234  ______________________________________________________________________
 GG0234* NAD 83(1986) POSITION- 36 38 40.     (N) 094 42 22.     (W)   SCALED
 GG0234* NAVD 88 ORTHO HEIGHT -   224.769 (meters)      737.43  (feet) ADJUSTED
 GG0234  ______________________________________________________________________
 GG0234  GEOID HEIGHT    -        -28.962 (meters)                     GEOID18
 GG0234  DYNAMIC HEIGHT  -        224.582 (meters)      736.82  (feet) COMP
 GG0234  MODELED GRAVITY -    979,793.5   (mgal)                       NAVD 88
 GG0234
 GG0234  VERT ORDER      -  SECOND    CLASS 0
 GG0234
 GG0234.The horizontal coordinates were scaled from a map and have
 GG0234.an estimated accuracy of +/- 6 seconds.
 GG0234
 GG0234.The orthometric height was determined by differential leveling and
 GG0234.adjusted by the NATIONAL GEODETIC SURVEY
 GG0234.in June 1991.
 GG0234
 GG0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0234.GEOID18 height accuracy estimate available here.
 GG0234
 GG0234.Click photographs - Photos may exist for this station.
 GG0234
 GG0234.The dynamic height is computed by dividing the NAVD 88
 GG0234.geopotential number by the normal gravity value computed on the
 GG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0234.degrees latitude (g = 980.6199 gals.).
 GG0234
 GG0234.The modeled gravity was interpolated from observed gravity values.
 GG0234
 GG0234;                    North         East    Units  Estimated Accuracy
 GG0234;SPC OK N     -   187,460.      894,490.      MT  (+/- 180 meters Scaled)
 GG0234
 GG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA474567(NAD 83)
 GG0234
 GG0234                          SUPERSEDED SURVEY CONTROL
 GG0234
 GG0234  NGVD 29 (??/??/92)  224.672  (m)          737.11   (f) ADJ UNCH    2 0
 GG0234
 GG0234.Superseded values are not recommended for survey control.
 GG0234
 GG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0234.See file dsdata.pdf to determine how the superseded data were derived.
 GG0234
 GG0234_MARKER: DB = BENCH MARK DISK
 GG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0234_SP_SET: BRIDGE
 GG0234_STAMPING: U 70 1934
 GG0234_MARK LOGO: CGS
 GG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0234
 GG0234  HISTORY     - Date     Condition        Report By
 GG0234  HISTORY     - 1934     MONUMENTED       CGS
 GG0234
 GG0234                          STATION DESCRIPTION
 GG0234
 GG0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0234'7.1 MI NE FROM GROVE.
 GG0234'IN LARGE CONCRETE HIGHWAY BRIDGE.  NORTHEAST OF INDIAN TOURIST
 GG0234'PARK ON HIGHWAY 10.  IN FLOOR OF BRIDGE AT NORTHEAST CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0235 ***********************************************************************
 GG0235  DESIGNATION -  U 70 RESET
 GG0235  PID         -  GG0235
 GG0235  STATE/COUNTY-  OK/DELAWARE
 GG0235  COUNTRY     -  US
 GG0235  USGS QUAD   -  CAYUGA (2018)
 GG0235
 GG0235                         *CURRENT SURVEY CONTROL
 GG0235  ______________________________________________________________________
 GG0235* NAD 83(1986) POSITION- 36 38 39.     (N) 094 42 22.     (W)   SCALED
 GG0235* NAVD 88 ORTHO HEIGHT -   231.45  (+/-2cm)      759.3   (feet) VERTCON3
 GG0235  ______________________________________________________________________
 GG0235  GEOID HEIGHT    -        -28.962 (meters)                     GEOID18
 GG0235  VERT ORDER      -  THIRD (See Below)
 GG0235
 GG0235.The horizontal coordinates were scaled from a map and have
 GG0235.an estimated accuracy of +/- 6 seconds.
 GG0235
 GG0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0235
 GG0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0235.GEOID18 height accuracy estimate available here.
 GG0235
 GG0235.The vertical order pertains to the NGVD 29 superseded value.
 GG0235
 GG0235.Click photographs - Photos may exist for this station.
 GG0235
 GG0235;                    North         East    Units  Estimated Accuracy
 GG0235;SPC OK N     -   187,430.      894,490.      MT  (+/- 180 meters Scaled)
 GG0235
 GG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA474567(NAD 83)
 GG0235
 GG0235                          SUPERSEDED SURVEY CONTROL
 GG0235
 GG0235  NGVD 29 (??/??/??)  231.36   (m)          759.1    (f) RESET       3  
 GG0235
 GG0235.Superseded values are not recommended for survey control.
 GG0235
 GG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0235.See file dsdata.pdf to determine how the superseded data were derived.
 GG0235
 GG0235_MARKER: DB = BENCH MARK DISK
 GG0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0235_STAMPING: U 70 RESET 1939
 GG0235_MARK LOGO: CGS
 GG0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0235+STABILITY: SURFACE MOTION
 GG0235
 GG0235  HISTORY     - Date     Condition        Report By
 GG0235  HISTORY     - 1939     MONUMENTED       LOCENG
 GG0235  HISTORY     - 1988     GOOD             USPSQD
 GG0235
 GG0235                          STATION DESCRIPTION
 GG0235
 GG0235'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 GG0235'3.3 MI E FROM GROVE.
 GG0235'3.3 MILES EAST ALONG STATE HIGHWAY 25 FROM THE ST. LOUIS-SAN
 GG0235'FRANCISCO RAILWAY STATION AT GROVE, DELAWARE COUNTY, THENCE
 GG0235'4.8 MILES NORTH ALONG STATE HIGHWAY 10, AT CAMP KEMP, 172.5
 GG0235'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MESS HALL, 100 FEET
 GG0235'FROM THE CENTERLINE OF THE HIGHWAY, AT THE EAST POINT OF A
 GG0235'HIGHWAY CUT, ON THE SOUTH SIDE OF ELK RIVER, AND AT THE EDGE OF
 GG0235'THE BLUFF.  A STANDARD DISK, STAMPED U 70 RESET 1939 AND SET IN
 GG0235'THE TOP OF A CONCRETE POST.
 GG0235
 GG0235                          STATION RECOVERY (1988)
 GG0235
 GG0235'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0709 ***********************************************************************
 GK0709  DESIGNATION -  U 71
 GK0709  PID         -  GK0709
 GK0709  STATE/COUNTY-  OK/TEXAS
 GK0709  COUNTRY     -  US
 GK0709  USGS QUAD   -  TEXHOMA NW (2018)
 GK0709
 GK0709                         *CURRENT SURVEY CONTROL
 GK0709  ______________________________________________________________________
 GK0709* NAD 83(1986) POSITION- 36 38 44.     (N) 101 53 18.     (W)   SCALED
 GK0709* NAVD 88 ORTHO HEIGHT -  1070.488 (meters)     3512.09  (feet) ADJUSTED
 GK0709  ______________________________________________________________________
 GK0709  GEOID HEIGHT    -        -25.468 (meters)                     GEOID18
 GK0709  DYNAMIC HEIGHT  -       1069.352 (meters)     3508.37  (feet) COMP
 GK0709  MODELED GRAVITY -    979,533.7   (mgal)                       NAVD 88
 GK0709
 GK0709  VERT ORDER      -  SECOND    CLASS 0
 GK0709
 GK0709.The horizontal coordinates were scaled from a map and have
 GK0709.an estimated accuracy of +/- 6 seconds.
 GK0709
 GK0709.The orthometric height was determined by differential leveling and
 GK0709.adjusted by the NATIONAL GEODETIC SURVEY
 GK0709.in June 1991.
 GK0709
 GK0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0709.GEOID18 height accuracy estimate available here.
 GK0709
 GK0709.Click photographs - Photos may exist for this station.
 GK0709
 GK0709.The dynamic height is computed by dividing the NAVD 88
 GK0709.geopotential number by the normal gravity value computed on the
 GK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0709.degrees latitude (g = 980.6199 gals.).
 GK0709
 GK0709.The modeled gravity was interpolated from observed gravity values.
 GK0709
 GK0709;                    North         East    Units  Estimated Accuracy
 GK0709;SPC OK N     -   189,550.      252,390.      MT  (+/- 180 meters Scaled)
 GK0709
 GK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF417594(NAD 83)
 GK0709
 GK0709                          SUPERSEDED SURVEY CONTROL
 GK0709
 GK0709  NGVD 29 (??/??/92) 1070.004  (m)         3510.50   (f) ADJ UNCH    2 0
 GK0709
 GK0709.Superseded values are not recommended for survey control.
 GK0709
 GK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0709.See file dsdata.pdf to determine how the superseded data were derived.
 GK0709
 GK0709_MARKER: DB = BENCH MARK DISK
 GK0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0709_STAMPING: U 71 1935
 GK0709_MARK LOGO: CGS
 GK0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0709+STABILITY: SURFACE MOTION
 GK0709
 GK0709  HISTORY     - Date     Condition        Report By
 GK0709  HISTORY     - 1935     MONUMENTED       CGS
 GK0709  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0709
 GK0709                          STATION DESCRIPTION
 GK0709
 GK0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0709'11.5 MI S FROM EVA.
 GK0709'11.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT A
 GK0709'ROAD CROSSING, 34 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 GK0709'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND WEST ROAD, AND
 GK0709'4 FEET EAST OF A POLE. A STANDARD DISK, STAMPED U 71 1935 AND SET IN
 GK0709'THE TOP OF A CONCRETE POST.
 GK0709
 GK0709                          STATION RECOVERY (1973)
 GK0709
 GK0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0341 ***********************************************************************
 GL0341  DESIGNATION -  U 73
 GL0341  PID         -  GL0341
 GL0341  STATE/COUNTY-  OK/CIMARRON
 GL0341  COUNTRY     -  US
 GL0341  USGS QUAD   -  FELT NE (2018)
 GL0341
 GL0341                         *CURRENT SURVEY CONTROL
 GL0341  ______________________________________________________________________
 GL0341* NAD 83(1986) POSITION- 36 44 01.     (N) 102 49 24.     (W)   SCALED
 GL0341* NAVD 88 ORTHO HEIGHT -  1386.670 (meters)     4549.43  (feet) ADJUSTED
 GL0341  ______________________________________________________________________
 GL0341  GEOID HEIGHT    -        -22.952 (meters)                     GEOID18
 GL0341  DYNAMIC HEIGHT  -       1385.107 (meters)     4544.31  (feet) COMP
 GL0341  MODELED GRAVITY -    979,455.8   (mgal)                       NAVD 88
 GL0341
 GL0341  VERT ORDER      -  SECOND    CLASS 0
 GL0341
 GL0341.The horizontal coordinates were scaled from a map and have
 GL0341.an estimated accuracy of +/- 6 seconds.
 GL0341
 GL0341.The orthometric height was determined by differential leveling and
 GL0341.adjusted by the NATIONAL GEODETIC SURVEY
 GL0341.in June 1991.
 GL0341
 GL0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0341.GEOID18 height accuracy estimate available here.
 GL0341
 GL0341.Click photographs - Photos may exist for this station.
 GL0341
 GL0341.The dynamic height is computed by dividing the NAVD 88
 GL0341.geopotential number by the normal gravity value computed on the
 GL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0341.degrees latitude (g = 980.6199 gals.).
 GL0341
 GL0341.The modeled gravity was interpolated from observed gravity values.
 GL0341
 GL0341;                    North         East    Units  Estimated Accuracy
 GL0341;SPC OK N     -   203,050.      169,350.      MT  (+/- 180 meters Scaled)
 GL0341
 GL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA943675(NAD 83)
 GL0341
 GL0341                          SUPERSEDED SURVEY CONTROL
 GL0341
 GL0341.No superseded survey control is available for this station.
 GL0341
 GL0341_MARKER: DB = BENCH MARK DISK
 GL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0341_STAMPING: U 73 1935
 GL0341_MARK LOGO: CGS
 GL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0341+STABILITY: SURFACE MOTION
 GL0341
 GL0341  HISTORY     - Date     Condition        Report By
 GL0341  HISTORY     - 1935     MONUMENTED       CGS
 GL0341  HISTORY     - 1941     GOOD             CGS
 GL0341  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0341
 GL0341                          STATION DESCRIPTION
 GL0341
 GL0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0341'5.1 MI E FROM WHEELESS.
 GL0341'TO REACH BENCH MARK FROM THE POST OFFICE AT WHEELESS, PROCEED EAST ON
 GL0341'GRADED ROAD, GO 4.1 MILES TO CROSS ROADS.  THENCE, TURN LEFT (NORTH),
 GL0341'GO 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS AT A CROSS ROADS.
 GL0341'1.0 MILE WEST OF THE INTERSECTION OF ROAD FROM WHEELESS WITH U. S.
 GL0341'HIGHWAY NO. 64.  41.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 GL0341'ROAD.  40.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  2.0
 GL0341'FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  2.0 FEET NORTHWEST OF
 GL0341'A MAIL BOX POST.  A STANDARD DISK SET IN CONCRETE POST PROJECTING 0.8
 GL0341'FOOT.  NEAR THE NORTHWEST CORNER SECTION 15, T 3 N, R 2 ECM.
 GL0341
 GL0341                          STATION RECOVERY (1966)
 GL0341
 GL0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0341'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0772 ***********************************************************************
 GK0772  DESIGNATION -  U 74
 GK0772  PID         -  GK0772
 GK0772  STATE/COUNTY-  OK/TEXAS
 GK0772  COUNTRY     -  US
 GK0772  USGS QUAD   -  EVA (2018)
 GK0772
 GK0772                         *CURRENT SURVEY CONTROL
 GK0772  ______________________________________________________________________
 GK0772* NAD 83(1986) POSITION- 36 45 44.     (N) 101 59 46.     (W)   SCALED
 GK0772* NAVD 88 ORTHO HEIGHT -  1110.973 (meters)     3644.92  (feet) ADJUSTED
 GK0772  ______________________________________________________________________
 GK0772  GEOID HEIGHT    -        -25.013 (meters)                     GEOID18
 GK0772  DYNAMIC HEIGHT  -       1109.796 (meters)     3641.06  (feet) COMP
 GK0772  MODELED GRAVITY -    979,533.6   (mgal)                       NAVD 88
 GK0772
 GK0772  VERT ORDER      -  SECOND    CLASS 0
 GK0772
 GK0772.The horizontal coordinates were scaled from a map and have
 GK0772.an estimated accuracy of +/- 6 seconds.
 GK0772
 GK0772.The orthometric height was determined by differential leveling and
 GK0772.adjusted by the NATIONAL GEODETIC SURVEY
 GK0772.in June 1991.
 GK0772
 GK0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0772.GEOID18 height accuracy estimate available here.
 GK0772
 GK0772.Click photographs - Photos may exist for this station.
 GK0772
 GK0772.The dynamic height is computed by dividing the NAVD 88
 GK0772.geopotential number by the normal gravity value computed on the
 GK0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0772.degrees latitude (g = 980.6199 gals.).
 GK0772
 GK0772.The modeled gravity was interpolated from observed gravity values.
 GK0772
 GK0772;                    North         East    Units  Estimated Accuracy
 GK0772;SPC OK N     -   202,870.      243,300.      MT  (+/- 180 meters Scaled)
 GK0772
 GK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF325726(NAD 83)
 GK0772
 GK0772                          SUPERSEDED SURVEY CONTROL
 GK0772
 GK0772  NGVD 29 (??/??/92) 1110.476  (m)         3643.29   (f) ADJ UNCH    2 0
 GK0772
 GK0772.Superseded values are not recommended for survey control.
 GK0772
 GK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0772.See file dsdata.pdf to determine how the superseded data were derived.
 GK0772
 GK0772_MARKER: DB = BENCH MARK DISK
 GK0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0772_STAMPING: U 74 1935
 GK0772_MARK LOGO: CGS
 GK0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0772+STABILITY: SURFACE MOTION
 GK0772
 GK0772  HISTORY     - Date     Condition        Report By
 GK0772  HISTORY     - 1935     MONUMENTED       CGS
 GK0772  HISTORY     - 1970     MARK NOT FOUND   USGS
 GK0772
 GK0772                          STATION DESCRIPTION
 GK0772
 GK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0772'31.0 MI E FROM BOISE CITY.
 GK0772'31.0 MI. E. OF ALONG U.S. HWY. NO. 64 ABOUT 85 FT. E. OF A SECTION
 GK0772'LINE FENCE, 50 FT. N. OF THE CENTER LINE OF THE HWY., AND 2 FT. W. OF
 GK0772'A TELEPHONE POLE.
 GK0772
 GK0772                          STATION RECOVERY (1970)
 GK0772
 GK0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GK0772'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0273 ***********************************************************************
 GK0273  DESIGNATION -  U 75
 GK0273  PID         -  GK0273
 GK0273  STATE/COUNTY-  OK/TEXAS
 GK0273  COUNTRY     -  US
 GK0273  USGS QUAD   -  STRAIGHT SW (2018)
 GK0273
 GK0273                         *CURRENT SURVEY CONTROL
 GK0273  ______________________________________________________________________
 GK0273* NAD 83(1986) POSITION- 36 50 06.     (N) 101 29 32.     (W)   SCALED
 GK0273* NAVD 88 ORTHO HEIGHT -   965.838 (meters)     3168.75  (feet) ADJUSTED
 GK0273  ______________________________________________________________________
 GK0273  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 GK0273  DYNAMIC HEIGHT  -        964.848 (meters)     3165.51  (feet) COMP
 GK0273  MODELED GRAVITY -    979,573.6   (mgal)                       NAVD 88
 GK0273
 GK0273  VERT ORDER      -  SECOND    CLASS 0
 GK0273
 GK0273.The horizontal coordinates were scaled from a map and have
 GK0273.an estimated accuracy of +/- 6 seconds.
 GK0273
 GK0273.The orthometric height was determined by differential leveling and
 GK0273.adjusted by the NATIONAL GEODETIC SURVEY
 GK0273.in June 1991.
 GK0273
 GK0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0273.GEOID18 height accuracy estimate available here.
 GK0273
 GK0273.Click photographs - Photos may exist for this station.
 GK0273
 GK0273.The dynamic height is computed by dividing the NAVD 88
 GK0273.geopotential number by the normal gravity value computed on the
 GK0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0273.degrees latitude (g = 980.6199 gals.).
 GK0273
 GK0273.The modeled gravity was interpolated from observed gravity values.
 GK0273
 GK0273;                    North         East    Units  Estimated Accuracy
 GK0273;SPC OK N     -   209,210.      288,540.      MT  (+/- 180 meters Scaled)
 GK0273
 GK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF777794(NAD 83)
 GK0273
 GK0273                          SUPERSEDED SURVEY CONTROL
 GK0273
 GK0273  NGVD 29 (??/??/92)  965.404  (m)         3167.33   (f) ADJ UNCH    2 0
 GK0273
 GK0273.Superseded values are not recommended for survey control.
 GK0273
 GK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0273.See file dsdata.pdf to determine how the superseded data were derived.
 GK0273
 GK0273_MARKER: DB = BENCH MARK DISK
 GK0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0273_STAMPING: U 75 1935
 GK0273_MARK LOGO: CGS
 GK0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0273+STABILITY: SURFACE MOTION
 GK0273
 GK0273  HISTORY     - Date     Condition        Report By
 GK0273  HISTORY     - 1935     MONUMENTED       CGS
 GK0273  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0273
 GK0273                          STATION DESCRIPTION
 GK0273
 GK0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0273'7.5 MI SE FROM HOUGH.
 GK0273'7.5 MI. S.E. ALONG ROAD TO GUYMON ABOUT 38 FT. S. OF THE CENTER LINE
 GK0273'OF A CROSS-ROAD, ABOUT 48 FT. W. OF THE CENTER LINE OF THE MAIN ROAD
 GK0273'AND 10 FT. S. OF A TELEPHONE POLE.
 GK0273
 GK0273                          STATION RECOVERY (1965)
 GK0273
 GK0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0317 ***********************************************************************
 FH0317  DESIGNATION -  U 76
 FH0317  PID         -  FH0317
 FH0317  STATE/COUNTY-  OK/SEQUOYAH
 FH0317  COUNTRY     -  US
 FH0317  USGS QUAD   -  VIAN (2019)
 FH0317
 FH0317                         *CURRENT SURVEY CONTROL
 FH0317  ______________________________________________________________________
 FH0317* NAD 83(1986) POSITION- 35 23 31.     (N) 094 53 06.     (W)   SCALED
 FH0317* NAVD 88 ORTHO HEIGHT -   143.418 (meters)      470.53  (feet) ADJUSTED
 FH0317  ______________________________________________________________________
 FH0317  GEOID HEIGHT    -        -30.254 (meters)                     GEOID18
 FH0317  DYNAMIC HEIGHT  -        143.283 (meters)      470.09  (feet) COMP
 FH0317  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 FH0317
 FH0317  VERT ORDER      -  SECOND    CLASS 0
 FH0317
 FH0317.The horizontal coordinates were scaled from a map and have
 FH0317.an estimated accuracy of +/- 6 seconds.
 FH0317
 FH0317.The orthometric height was determined by differential leveling and
 FH0317.adjusted by the NATIONAL GEODETIC SURVEY
 FH0317.in June 1991.
 FH0317
 FH0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0317.GEOID18 height accuracy estimate available here.
 FH0317
 FH0317.Click photographs - Photos may exist for this station.
 FH0317
 FH0317.The dynamic height is computed by dividing the NAVD 88
 FH0317.geopotential number by the normal gravity value computed on the
 FH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0317.degrees latitude (g = 980.6199 gals.).
 FH0317
 FH0317.The modeled gravity was interpolated from observed gravity values.
 FH0317
 FH0317;                    North         East    Units  Estimated Accuracy
 FH0317;SPC OK N     -    48,030.      882,960.      MT  (+/- 180 meters Scaled)
 FH0317
 FH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV288181(NAD 83)
 FH0317
 FH0317                          SUPERSEDED SURVEY CONTROL
 FH0317
 FH0317  NGVD 29 (??/??/92)  143.304  (m)          470.16   (f) ADJ UNCH    2 0
 FH0317
 FH0317.Superseded values are not recommended for survey control.
 FH0317
 FH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0317.See file dsdata.pdf to determine how the superseded data were derived.
 FH0317
 FH0317_MARKER: DB = BENCH MARK DISK
 FH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0317_STAMPING: U 76 1940
 FH0317_MARK LOGO: CGS
 FH0317_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0317+STABILITY: SURFACE MOTION
 FH0317
 FH0317  HISTORY     - Date     Condition        Report By
 FH0317  HISTORY     - 1940     MONUMENTED       CGS
 FH0317  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0317
 FH0317                          STATION DESCRIPTION
 FH0317
 FH0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0317'10.4 MI SW FROM SALLISAW.
 FH0317'10.4 MILES SOUTHWEST OF POST OFFICE IN SALLISAW TO REACH FROM
 FH0317'POST OFFICE IN SALLISAW, PROCEED WEST ON U.S. HIGHWAY NO. 64,
 FH0317'GO 5.5 MILES, TURN LEFT (SOUTH) ONTO GRADED ROAD, GO 4.9 MILES.
 FH0317'BENCH MARK IS 6.2 MILES SOUTH OF MC KEY SIDING, 90 FEET NORTHWEST
 FH0317'OF SMALL ROAD BRIDGE, 26 FEET NORTH OF GATE ACROSS FARM ROAD, 23
 FH0317'FEET WEST OF CENTER LINE OF NORTH-SOUTH GRADED ROAD, 2.5 FEET
 FH0317'NORTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 18
 FH0317'INCHES.  MONUMENT PROJECTS 0.5 FOOT.
 FH0317
 FH0317                          STATION RECOVERY (1959)
 FH0317
 FH0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0635 ***********************************************************************
 FH0635  DESIGNATION -  U 77
 FH0635  PID         -  FH0635
 FH0635  STATE/COUNTY-  OK/SEQUOYAH
 FH0635  COUNTRY     -  US
 FH0635  USGS QUAD   -  STIGLER NE (2018)
 FH0635
 FH0635                         *CURRENT SURVEY CONTROL
 FH0635  ______________________________________________________________________
 FH0635* NAD 83(1986) POSITION- 35 28 19.     (N) 095 04 29.     (W)   SCALED
 FH0635* NAVD 88 ORTHO HEIGHT -   142.680 (meters)      468.11  (feet) ADJUSTED
 FH0635  ______________________________________________________________________
 FH0635  GEOID HEIGHT    -        -29.969 (meters)                     GEOID18
 FH0635  DYNAMIC HEIGHT  -        142.547 (meters)      467.67  (feet) COMP
 FH0635  MODELED GRAVITY -    979,703.5   (mgal)                       NAVD 88
 FH0635
 FH0635  VERT ORDER      -  SECOND    CLASS 0
 FH0635
 FH0635.The horizontal coordinates were scaled from a map and have
 FH0635.an estimated accuracy of +/- 6 seconds.
 FH0635
 FH0635.The orthometric height was determined by differential leveling and
 FH0635.adjusted by the NATIONAL GEODETIC SURVEY
 FH0635.in June 1991.
 FH0635
 FH0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0635.GEOID18 height accuracy estimate available here.
 FH0635
 FH0635.Click photographs - Photos may exist for this station.
 FH0635
 FH0635.The dynamic height is computed by dividing the NAVD 88
 FH0635.geopotential number by the normal gravity value computed on the
 FH0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0635.degrees latitude (g = 980.6199 gals.).
 FH0635
 FH0635.The modeled gravity was interpolated from observed gravity values.
 FH0635
 FH0635;                    North         East    Units  Estimated Accuracy
 FH0635;SPC OK N     -    56,360.      865,470.      MT  (+/- 180 meters Scaled)
 FH0635
 FH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV117273(NAD 83)
 FH0635
 FH0635                          SUPERSEDED SURVEY CONTROL
 FH0635
 FH0635  NGVD 29 (??/??/92)  142.556  (m)          467.70   (f) ADJ UNCH    2 0
 FH0635
 FH0635.Superseded values are not recommended for survey control.
 FH0635
 FH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0635.See file dsdata.pdf to determine how the superseded data were derived.
 FH0635
 FH0635_MARKER: DB = BENCH MARK DISK
 FH0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0635_STAMPING: U 77 1940
 FH0635_MARK LOGO: CGS
 FH0635_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0635+STABILITY: SURFACE MOTION
 FH0635
 FH0635  HISTORY     - Date     Condition        Report By
 FH0635  HISTORY     - 1940     MONUMENTED       CGS
 FH0635  HISTORY     - 1963     MARK NOT FOUND   USGS
 FH0635
 FH0635                          STATION DESCRIPTION
 FH0635
 FH0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0635'6 MI SE FROM GORE.
 FH0635'6.0 MILES SOUTHEAST OF MISSOURI PACIFIC RAILROAD STATION.
 FH0635'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION IN GORE,
 FH0635'PROCEED EAST ON U.S. HIGHWAY NO. 64, GO 2.8 MILES, TURN RIGHT
 FH0635'(SOUTH) ONTO GRADED DIRT ROAD, GO 1.3 MILES, TURN LEFT (EAST)
 FH0635'ON GRADED DIRT ROAD, GO 0.1 MILE, TURN RIGHT (SOUTH) ONTO
 FH0635'A FARM ROAD, PASS TERRELL SPRING, CROSS CULTIVATED FIELD
 FH0635'ON BOTTOM LAND, GO 1.8 MILES.  BENCH MARK IS LOCATED ON THE
 FH0635'NORTH BANK OF THE ARKANSAS RIVER, ABOUT 0.5 MILE NORTHEAST AND
 FH0635'ACROSS THE RIVER FROM THE MOUTH OF DIRTY CREEK, 0.3 MILE SOUTHWEST
 FH0635'OF TERRELL SPRING, ON RIDGE 80 FEET NORTHEAST OF MOST EASTERLY
 FH0635'ONE OF TWO LARGE COTTONWOOD TREES WHICH ARE 50 FEET APART,
 FH0635'2 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A 4 X 4 INCH WOODEN
 FH0635'POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS
 FH0635'0.8 FOOT.
 FH0635
 FH0635                          STATION RECOVERY (1963)
 FH0635
 FH0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FH0635'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0533 ***********************************************************************
 FH0533  DESIGNATION -  U 78
 FH0533  PID         -  FH0533
 FH0533  STATE/COUNTY-  OK/MUSKOGEE
 FH0533  COUNTRY     -  US
 FH0533  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0533
 FH0533                         *CURRENT SURVEY CONTROL
 FH0533  ______________________________________________________________________
 FH0533* NAD 83(1986) POSITION- 35 45 12.     (N) 095 21 52.     (W)   SCALED
 FH0533* NAVD 88 ORTHO HEIGHT -   182.240 (meters)      597.90  (feet) ADJUSTED
 FH0533  ______________________________________________________________________
 FH0533  GEOID HEIGHT    -        -29.454 (meters)                     GEOID18
 FH0533  DYNAMIC HEIGHT  -        182.075 (meters)      597.36  (feet) COMP
 FH0533  MODELED GRAVITY -    979,728.4   (mgal)                       NAVD 88
 FH0533
 FH0533  VERT ORDER      -  SECOND    CLASS 0
 FH0533
 FH0533.The horizontal coordinates were scaled from a map and have
 FH0533.an estimated accuracy of +/- 6 seconds.
 FH0533
 FH0533.The orthometric height was determined by differential leveling and
 FH0533.adjusted by the NATIONAL GEODETIC SURVEY
 FH0533.in June 1991.
 FH0533
 FH0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0533.GEOID18 height accuracy estimate available here.
 FH0533
 FH0533.Click photographs - Photos may exist for this station.
 FH0533
 FH0533.The dynamic height is computed by dividing the NAVD 88
 FH0533.geopotential number by the normal gravity value computed on the
 FH0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0533.degrees latitude (g = 980.6199 gals.).
 FH0533
 FH0533.The modeled gravity was interpolated from observed gravity values.
 FH0533
 FH0533;                    North         East    Units  Estimated Accuracy
 FH0533;SPC OK N     -    86,820.      838,330.      MT  (+/- 180 meters Scaled)
 FH0533
 FH0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV862591(NAD 83)
 FH0533
 FH0533                          SUPERSEDED SURVEY CONTROL
 FH0533
 FH0533  NGVD 29 (??/??/92)  182.125  (m)          597.52   (f) ADJ UNCH    2 0
 FH0533
 FH0533.Superseded values are not recommended for survey control.
 FH0533
 FH0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0533.See file dsdata.pdf to determine how the superseded data were derived.
 FH0533
 FH0533_MARKER: DB = BENCH MARK DISK
 FH0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0533_STAMPING: U 78 1940
 FH0533_MARK LOGO: CGS
 FH0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0533+STABILITY: SURFACE MOTION
 FH0533
 FH0533  HISTORY     - Date     Condition        Report By
 FH0533  HISTORY     - 1940     MONUMENTED       CGS
 FH0533  HISTORY     - 1960     GOOD             CGS
 FH0533
 FH0533                          STATION DESCRIPTION
 FH0533
 FH0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0533'AT MUSKOGEE.
 FH0533'THIS MARK RECOVERED ON THE NORTH SIDE OF FONDULAC STREET, BETWEEN
 FH0533'MILL AND CHEROKEE STREETS, 68 FEET NORTH OF THE CENTERLINE OF
 FH0533'FOUNDULAC STREET, 65.5 FEET WEST OF THE MAIN TRACK (EAST TRACKS)
 FH0533'AND 3 FEET SOUTH OF A SIGNAL TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0257 ***********************************************************************
 FJ0257  DESIGNATION -  U 8
 FJ0257  PID         -  FJ0257
 FJ0257  STATE/COUNTY-  OK/LINCOLN
 FJ0257  COUNTRY     -  US
 FJ0257  USGS QUAD   -  WELLSTON (2018)
 FJ0257
 FJ0257                         *CURRENT SURVEY CONTROL
 FJ0257  ______________________________________________________________________
 FJ0257* NAD 83(1986) POSITION- 35 41 39.     (N) 097 02 05.     (W)   SCALED
 FJ0257* NAVD 88 ORTHO HEIGHT -   258.815 (meters)      849.13  (feet) ADJUSTED
 FJ0257  ______________________________________________________________________
 FJ0257  GEOID HEIGHT    -        -27.771 (meters)                     GEOID18
 FJ0257  DYNAMIC HEIGHT  -        258.574 (meters)      848.34  (feet) COMP
 FJ0257  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 FJ0257
 FJ0257  VERT ORDER      -  FIRST     CLASS II
 FJ0257
 FJ0257.The horizontal coordinates were scaled from a map and have
 FJ0257.an estimated accuracy of +/- 6 seconds.
 FJ0257
 FJ0257.The orthometric height was determined by differential leveling and
 FJ0257.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0257.in August 1994.
 FJ0257
 FJ0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0257.GEOID18 height accuracy estimate available here.
 FJ0257
 FJ0257.Click photographs - Photos may exist for this station.
 FJ0257
 FJ0257.The dynamic height is computed by dividing the NAVD 88
 FJ0257.geopotential number by the normal gravity value computed on the
 FJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0257.degrees latitude (g = 980.6199 gals.).
 FJ0257
 FJ0257.The modeled gravity was interpolated from observed gravity values.
 FJ0257
 FJ0257;                    North         East    Units  Estimated Accuracy
 FJ0257;SPC OK N     -    77,450.      687,370.      MT  (+/- 180 meters Scaled)
 FJ0257
 FJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE778518(NAD 83)
 FJ0257
 FJ0257                          SUPERSEDED SURVEY CONTROL
 FJ0257
 FJ0257  NAVD 88 (06/15/91)  258.833  (m)          849.19   (f) SUPERSEDED  1 2
 FJ0257  NGVD 29 (??/??/92)  258.738  (m)          848.88   (f) ADJ UNCH    1 2
 FJ0257
 FJ0257.Superseded values are not recommended for survey control.
 FJ0257
 FJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0257.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0257
 FJ0257_MARKER: DB = BENCH MARK DISK
 FJ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0257_STAMPING: U 8 1933
 FJ0257_MARK LOGO: CGS
 FJ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0257+STABILITY: SURFACE MOTION
 FJ0257
 FJ0257  HISTORY     - Date     Condition        Report By
 FJ0257  HISTORY     - 1933     MONUMENTED       CGS
 FJ0257  HISTORY     - 1934     GOOD             CGS
 FJ0257  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0257
 FJ0257                          STATION DESCRIPTION
 FJ0257
 FJ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0257'1.3 MI W FROM WARWICK.
 FJ0257'1.3 MILES W. OF WARWICK.  ON S.L.-S.F. R.R. AT MP 504/04.  40
 FJ0257'FEET N. OF TRACK AT FENCE LINE AND 90 FEET E. OF FARM CROSSING.
 FJ0257
 FJ0257                          STATION RECOVERY (1934)
 FJ0257
 FJ0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0257'RECOVERED IN GOOD CONDITION.
 FJ0257
 FJ0257                          STATION RECOVERY (2022)
 FJ0257
 FJ0257'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0335 ***********************************************************************
 GJ0335  DESIGNATION -  U 81
 GJ0335  PID         -  GJ0335
 GJ0335  STATE/COUNTY-  OK/WOODWARD
 GJ0335  COUNTRY     -  US
 GJ0335  USGS QUAD   -  FARGO (2018)
 GJ0335
 GJ0335                         *CURRENT SURVEY CONTROL
 GJ0335  ______________________________________________________________________
 GJ0335* NAD 83(1993) POSITION- 36 26 13.92216(N) 099 31 04.88674(W)   ADJUSTED
 GJ0335* NAVD 88 ORTHO HEIGHT -   660.844 (meters)     2168.12  (feet) ADJUSTED
 GJ0335  ______________________________________________________________________
 GJ0335  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GJ0335  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GJ0335  DYNAMIC HEIGHT  -        660.197 (meters)     2166.00  (feet) COMP
 GJ0335  MODELED GRAVITY -    979,632.5   (mgal)                       NAVD 88
 GJ0335
 GJ0335  HORZ ORDER      -  SECOND
 GJ0335  VERT ORDER      -  FIRST     CLASS II
 GJ0335
 GJ0335.This mark is at West Woodward Airport (WWR)
 GJ0335
 GJ0335.The horizontal coordinates were established by classical geodetic methods
 GJ0335.and adjusted by the National Geodetic Survey in November 1994.
 GJ0335
 GJ0335.The orthometric height was determined by differential leveling and
 GJ0335.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0335.in June 1991.
 GJ0335
 GJ0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0335.GEOID18 height accuracy estimate available here.
 GJ0335
 GJ0335.Click photographs - Photos may exist for this station.
 GJ0335
 GJ0335.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0335
 GJ0335.The dynamic height is computed by dividing the NAVD 88
 GJ0335.geopotential number by the normal gravity value computed on the
 GJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0335.degrees latitude (g = 980.6199 gals.).
 GJ0335
 GJ0335.The modeled gravity was interpolated from observed gravity values.
 GJ0335
 GJ0335. The following values were computed from the NAD 83(1993) position.
 GJ0335
 GJ0335;                    North         East     Units Scale Factor Converg.
 GJ0335;SPC OK N     -   160,527.206   463,900.281   MT  0.99995646   -0 53 45.1
 GJ0335;SPC OK N     -   526,663.01  1,521,979.51   sFT  0.99995646   -0 53 45.1
 GJ0335;UTM  14      - 4,032,566.828   453,570.593   MT  0.99962656   -0 18 27.7
 GJ0335
 GJ0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0335!SPC OK N     -   0.99990073  x   0.99995646  =   0.99985720
 GJ0335!UTM  14      -   0.99990073  x   0.99962656  =   0.99952733
 GJ0335
 GJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5357032566(NAD 83)
 GJ0335
 GJ0335                          SUPERSEDED SURVEY CONTROL
 GJ0335
 GJ0335  NAD 83(1986)-  36 26 13.92818(N)    099 31 04.87497(W) AD(       ) 2
 GJ0335  NAD 27      -  36 26 13.79488(N)    099 31 03.47052(W) AD(       ) 2
 GJ0335  NGVD 29 (??/??/92)  660.574  (m)         2167.23   (f) ADJ UNCH    1 2
 GJ0335  NGVD 29             660.57   (m)         2167.2    (f) LEVELING    3  
 GJ0335
 GJ0335.Superseded values are not recommended for survey control.
 GJ0335
 GJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0335.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0335
 GJ0335_MARKER: DB = BENCH MARK DISK
 GJ0335_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GJ0335+WITH SETTING: PAVEMENT
 GJ0335_SP_SET: TOWER FOUNDATION
 GJ0335_STAMPING: U 81 1945
 GJ0335_MARK LOGO: CGS
 GJ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0335+STABILITY: SURFACE MOTION
 GJ0335
 GJ0335  HISTORY     - Date     Condition        Report By
 GJ0335  HISTORY     - 1945     MONUMENTED       CGS
 GJ0335  HISTORY     - 1963     GOOD             CGS
 GJ0335  HISTORY     - 1963     GOOD             CGS
 GJ0335
 GJ0335                          STATION DESCRIPTION
 GJ0335
 GJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GJ0335'7.5 MI NE FROM FARGO.
 GJ0335'MARK IS LOCATED ABOUT 7.5 MILES NORTHEAST OF FARGO AT THE
 GJ0335'WOODWARD ARMY AIR FIELD AT THE MAIN CONTROL TOWER, 75 FEET EAST
 GJ0335'OF EAST EDGE OF NORTHSOUTH TAXIWAY AND PLANE PARKING AREA, IN
 GJ0335'THE FOUNDATION OF THE SOUTHWEST LEG OF THE CONTROL TOWER.
 GJ0335'NOTE-- U81 IS AT WOODWARD MUNICIPAL AIRPORT.  THE CONTROL TOWER
 GJ0335'HAS BEEN TAKEN DOWN.
 GJ0335
 GJ0335                          STATION RECOVERY (1963)
 GJ0335
 GJ0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0335'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH IN WOODWARD, GO
 GJ0335'WEST ON U. S. HIGHWAYS 270, 183 AND STATE HIGHWAYS 15 AND 3 FOR 1.9
 GJ0335'MILES TO WHERE STATE HIGHWAY 15 CONTINUES STRAIGHT AHEAD AND THE
 GJ0335'OTHER HIGHWAYS TURN TO THE RIGHT, NORTH.  CONTINUE AHEAD, WEST, ON
 GJ0335'HIGHWAY 15 FOR 3.8 MILES TO WHERE THE HIGHWAY TURNS TO THE LEFT,
 GJ0335'SOUTH.  CONTINUE STRAIGHT AHEAD, WEST, ON GRAVELED ROAD FOR 1.5
 GJ0335'MILES TO THE WOODWARD MUNICIPAL AIRPORT.  TURN RIGHT JUST AFTER
 GJ0335'PASSING THE WATER TOWER AND GO NORTH ON PAVED ROAD FOR 0.2 MILE TO
 GJ0335'A CROSSROADS, TURN LEFT, WEST, FOR 0.05 MILE TO THE STATION.
 GJ0335'
 GJ0335'BENCH MARK U 81 IS A STANDARD DISK, STAMPED U 81 1945, CEMENTED IN A
 GJ0335'DRILL HOLE IN THE TOP OF A 15 INCH SQUARE CONCRETE POST PROJECTING 8
 GJ0335'INCHES AND WHICH IS THE FOUNDATION OF THE SOUTHWEST LEG OF AN OLD
 GJ0335'ABANDONED CONTROL TOWER.  IT IS 158 FEET NORTH-NORTHWEST OF A
 GJ0335'POWER LINE POLE, 98 FEET NORTH OF THE CENTERLINE OF THE PAVED
 GJ0335'ROAD, 74 FEET EAST OF THE EAST EDGE OF THE RUN-WAY.
 GJ0335
 GJ0335                          STATION RECOVERY (1963)
 GJ0335
 GJ0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GJ0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0512 ***********************************************************************
 FJ0512  DESIGNATION -  U 9
 FJ0512  PID         -  FJ0512
 FJ0512  STATE/COUNTY-  OK/OKLAHOMA
 FJ0512  COUNTRY     -  US
 FJ0512  USGS QUAD   -  MUSTANG (2018)
 FJ0512
 FJ0512                         *CURRENT SURVEY CONTROL
 FJ0512  ______________________________________________________________________
 FJ0512* NAD 83(1986) POSITION- 35 28 10.     (N) 097 38 11.     (W)   SCALED
 FJ0512* NAVD 88 ORTHO HEIGHT -   372.917 (meters)     1223.48  (feet) POSTED
 FJ0512  ______________________________________________________________________
 FJ0512  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 FJ0512  DYNAMIC HEIGHT  -        372.56  (meters)     1222.3   (feet) COMP
 FJ0512  MODELED GRAVITY -    979,659.5   (mgal)                       NAVD 88
 FJ0512
 FJ0512  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0512
 FJ0512.The horizontal coordinates were scaled from a map and have
 FJ0512.an estimated accuracy of +/- 6 seconds.
 FJ0512
 FJ0512.The orthometric height was determined by differential leveling
 FJ0512.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0512
 FJ0512.* This is a POSTED BENCH MARK height.
 FJ0512
 FJ0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0512.GEOID18 height accuracy estimate available here.
 FJ0512
 FJ0512.Click photographs - Photos may exist for this station.
 FJ0512
 FJ0512.The dynamic height is computed by dividing the NAVD 88
 FJ0512.geopotential number by the normal gravity value computed on the
 FJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0512.degrees latitude (g = 980.6199 gals.).
 FJ0512
 FJ0512.The modeled gravity was interpolated from observed gravity values.
 FJ0512
 FJ0512;                    North         East    Units  Estimated Accuracy
 FJ0512;SPC OK N     -    52,150.      633,000.      MT  (+/- 180 meters Scaled)
 FJ0512
 FJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE237259(NAD 83)
 FJ0512
 FJ0512                          SUPERSEDED SURVEY CONTROL
 FJ0512
 FJ0512  NAVD 88 (06/15/91)  372.970  (m)         1223.65   (f) SUPERSEDED  1 2
 FJ0512  NGVD 29 (??/??/92)  372.826  (m)         1223.18   (f) ADJ UNCH    1 2
 FJ0512
 FJ0512.Superseded values are not recommended for survey control.
 FJ0512
 FJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0512.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0512
 FJ0512_MARKER: DB = BENCH MARK DISK
 FJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0512_STAMPING: 1223.180 U 9 1933
 FJ0512_MARK LOGO: CGS
 FJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0512+STABILITY: SURFACE MOTION
 FJ0512
 FJ0512  HISTORY     - Date     Condition        Report By
 FJ0512  HISTORY     - 1933     MONUMENTED       CGS
 FJ0512  HISTORY     - 1964     GOOD             USGS
 FJ0512  HISTORY     - 1966     GOOD             CGS
 FJ0512  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0512  HISTORY     - 19850313 MARK NOT FOUND   USPSQD
 FJ0512
 FJ0512                          STATION DESCRIPTION
 FJ0512
 FJ0512'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FJ0512'6.9 MI W FROM OKLAHOMA CITY.
 FJ0512'6.9 MILES W. ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RR
 FJ0512'FROM OKLAHOMA CITY, OKLAHOMA OC., ABOUT 1 MI. E. OF THE STATION
 FJ0512'AT COUNCIL, 25 POLES W. OF MILEPOST 495, AT A RD CROSSING, 51
 FJ0512'FT. W. OF THE CENTER LINE OF THE RD, 35 FT. N. OF THE TRACK,
 FJ0512'33 FT E. OF SE CORNER OF LARGED WAREHOUSE, 9 FT. SW OF POWER
 FJ0512'POLE, 1 FT. E. OF STEEL WITNESS POST.  A STANDARD DISK, STAMPED
 FJ0512'1223.180 U O 1933 AND SET IN TOP OF A CONCRETE POST.
 FJ0512
 FJ0512                          STATION RECOVERY (1966)
 FJ0512
 FJ0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FJ0512'RECOVERED IN GOOD CONDITION.
 FJ0512
 FJ0512                          STATION RECOVERY (1984)
 FJ0512
 FJ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0512'SEARCHED FOR AND NOT RECOVERED THIS DATE.  NEW DRAINAGE DITCH HAS BEEN
 FJ0512'ENLARGED AND DREDGED.  MARK LOST.
 FJ0512
 FJ0512                          STATION RECOVERY (1985)
 FJ0512
 FJ0512'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0512'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0221 ***********************************************************************
 EM0221  DESIGNATION -  U 96
 EM0221  PID         -  EM0221
 EM0221  STATE/COUNTY-  OK/KIOWA
 EM0221  COUNTRY     -  US
 EM0221  USGS QUAD   -  LONG MOUNTAIN (2018)
 EM0221
 EM0221                         *CURRENT SURVEY CONTROL
 EM0221  ______________________________________________________________________
 EM0221* NAD 83(1986) POSITION- 34 39 27.     (N) 099 03 16.     (W)   SCALED
 EM0221* NAVD 88 ORTHO HEIGHT -   423.376 (meters)     1389.03  (feet) ADJUSTED
 EM0221  ______________________________________________________________________
 EM0221  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 EM0221  DYNAMIC HEIGHT  -        422.957 (meters)     1387.65  (feet) COMP
 EM0221  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 EM0221
 EM0221  VERT ORDER      -  SECOND    CLASS 0
 EM0221
 EM0221.The horizontal coordinates were scaled from a map and have
 EM0221.an estimated accuracy of +/- 6 seconds.
 EM0221
 EM0221.The orthometric height was determined by differential leveling and
 EM0221.adjusted by the NATIONAL GEODETIC SURVEY
 EM0221.in June 1991.
 EM0221
 EM0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0221.GEOID18 height accuracy estimate available here.
 EM0221
 EM0221.Click photographs - Photos may exist for this station.
 EM0221
 EM0221.The dynamic height is computed by dividing the NAVD 88
 EM0221.geopotential number by the normal gravity value computed on the
 EM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0221.degrees latitude (g = 980.6199 gals.).
 EM0221
 EM0221.The modeled gravity was interpolated from observed gravity values.
 EM0221
 EM0221;                    North         East    Units  Estimated Accuracy
 EM0221;SPC OK S     -   147,390.      503,350.      MT  (+/- 180 meters Scaled)
 EM0221
 EM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD950350(NAD 83)
 EM0221
 EM0221                          SUPERSEDED SURVEY CONTROL
 EM0221
 EM0221  NGVD 29 (??/??/92)  423.234  (m)         1388.56   (f) ADJ UNCH    2 0
 EM0221
 EM0221.Superseded values are not recommended for survey control.
 EM0221
 EM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0221.See file dsdata.pdf to determine how the superseded data were derived.
 EM0221
 EM0221_MARKER: DB = BENCH MARK DISK
 EM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0221_STAMPING: U 96 1934
 EM0221_MARK LOGO: CGS
 EM0221_PROJECTION: RECESSED 6 CENTIMETERS
 EM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0221+STABILITY: SURFACE MOTION
 EM0221
 EM0221  HISTORY     - Date     Condition        Report By
 EM0221  HISTORY     - 1934     MONUMENTED       CGS
 EM0221  HISTORY     - 1963     GOOD             CGS
 EM0221
 EM0221                          STATION DESCRIPTION
 EM0221
 EM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0221'5.9 MI WEST FROM SNYDER.
 EM0221'ABOUT 5.9 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EM0221'THE STATION AT SNYDER, KIOWA COUNTY, 15 FEET NORTH OF MILE POST 670-10
 EM0221'OR THE THIRD POLE WEST OF ROAD CROSSING, ABOUT 0.1 MILE WEST OF ROAD
 EM0221'CROSSING, 49 FEET NORTH OF THE CENTER LINE OF THE TRACK AND 1 FOOT
 EM0221'SOUTH OF THE FENCE, AND ABOUT 2 INCHES BELOW THE SURFACE OF THE
 EM0221'GROUND. A STANDARD DISK, STAMPED U 96 1934 AND SET IN THE TOP OF A
 EM0221'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0458 ***********************************************************************
 EM0458  DESIGNATION -  U 97
 EM0458  PID         -  EM0458
 EM0458  STATE/COUNTY-  OK/HARMON
 EM0458  COUNTRY     -  US
 EM0458  USGS QUAD   -  GOULD (2018)
 EM0458
 EM0458                         *CURRENT SURVEY CONTROL
 EM0458  ______________________________________________________________________
 EM0458* NAD 83(1986) POSITION- 34 40 26.90   (N) 099 46 54.70   (W)   HD_HELD1
 EM0458* NAVD 88 ORTHO HEIGHT -   490.524 (meters)     1609.33  (feet) POSTED
 EM0458  ______________________________________________________________________
 EM0458  GEOID HEIGHT    -        -27.915 (meters)                     GEOID18
 EM0458  DYNAMIC HEIGHT  -        489.98  (meters)     1607.5   (feet) COMP
 EM0458  MODELED GRAVITY -    979,520.9   (mgal)                       NAVD 88
 EM0458
 EM0458  VERT ORDER      -  * POSTED, SEE BELOW
 EM0458
 EM0458.The horizontal coordinates were determined by differentially corrected
 EM0458.hand held GPS observations or other comparable positioning techniques
 EM0458.and have an estimated accuracy of +/- 3 meters.
 EM0458
 EM0458.The orthometric height was determined by differential leveling
 EM0458.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0458
 EM0458.* This is a POSTED BENCH MARK height.
 EM0458
 EM0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0458.GEOID18 height accuracy estimate available here.
 EM0458
 EM0458.Click photographs - Photos may exist for this station.
 EM0458
 EM0458.The dynamic height is computed by dividing the NAVD 88
 EM0458.geopotential number by the normal gravity value computed on the
 EM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0458.degrees latitude (g = 980.6199 gals.).
 EM0458
 EM0458.The modeled gravity was interpolated from observed gravity values.
 EM0458
 EM0458;                    North         East    Units  Estimated Accuracy
 EM0458;SPC OK S     -   150,168.1     436,713.7     MT  (+/- 3 meters HH1 GPS) 
 EM0458
 EM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD2837137185(NAD 83)
 EM0458
 EM0458                          SUPERSEDED SURVEY CONTROL
 EM0458
 EM0458  NGVD 29 (??/??/92)  490.287  (m)         1608.55   (f) ADJ UNCH    2 0
 EM0458
 EM0458.Superseded values are not recommended for survey control.
 EM0458
 EM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0458.See file dsdata.pdf to determine how the superseded data were derived.
 EM0458
 EM0458_MARKER: DB = BENCH MARK DISK
 EM0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0458_SP_SET: ABUTMENT
 EM0458_STAMPING: U 97 1934
 EM0458_MARK LOGO: CGS
 EM0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0458+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2018
 EM0458
 EM0458  HISTORY     - Date     Condition        Report By
 EM0458  HISTORY     - 1934     MONUMENTED       CGS
 EM0458  HISTORY     - 1963     GOOD             CGS
 EM0458  HISTORY     - 1978     GOOD             USGS
 EM0458  HISTORY     - 1986     GOOD             DMA
 EM0458  HISTORY     - 20180712 GOOD             OKDOT
 EM0458
 EM0458                          STATION DESCRIPTION
 EM0458
 EM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0458'7.6 MI E FROM HOLLIS.
 EM0458'7.6 MI E ON M.K.T. RY ABOUT 0.5 MI W OF GOULD, 26 FEET S.W. OF MILE
 EM0458'POLE NO. 103, 21 FEET E OF THE CENTERLINE OF US HWY NO. 62, 12 FEET N
 EM0458'OF THE CENTERLINE OF THE TRACK, IN THE S END OF THE ABUTMENT OF A
 EM0458'CONCRETE CULVERT.
 EM0458
 EM0458                          STATION RECOVERY (1963)
 EM0458
 EM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0458'RECOVERED IN GOOD CONDITION.
 EM0458
 EM0458                          STATION RECOVERY (1978)
 EM0458
 EM0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EM0458'RR IS ABANDONED NOW, AND ONLY THE GRADE EXISTS. BM IS 1/2 MILE WEST
 EM0458'OF GOULD, ALONG HWY 62 (U S HWY) AT THE POINT WHERE THE HIGHWAY
 EM0458'CROSSES THE OLD RR GRADE. ABOUT 20 FT EAST AND 12 FT NORTH OF THE
 EM0458'CENTERLINE OF THE HWY AND THE OLD RR GRADE, AND SET IN THE TOP OF THE
 EM0458'SOUTH END OF THE EAST ABUTMENT OF A CONCRETE CULVERT. A STANDARD
 EM0458'TABLET STAMPED U 97 1934.
 EM0458
 EM0458                          STATION RECOVERY (1986)
 EM0458
 EM0458'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 EM0458'RECOVERED IN GOOD CONDITION.
 EM0458
 EM0458                          STATION RECOVERY (2018)
 EM0458
 EM0458'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EM0458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0469 ***********************************************************************
 EK0469  DESIGNATION -  U 99
 EK0469  PID         -  EK0469
 EK0469  STATE/COUNTY-  OK/PUSHMATAHA
 EK0469  COUNTRY     -  US
 EK0469  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0469
 EK0469                         *CURRENT SURVEY CONTROL
 EK0469  ______________________________________________________________________
 EK0469* NAD 83(1986) POSITION- 34 21 34.     (N) 095 04 59.     (W)   SCALED
 EK0469* NAVD 88 ORTHO HEIGHT -   254.224 (meters)      834.07  (feet) ADJUSTED
 EK0469  ______________________________________________________________________
 EK0469  GEOID HEIGHT    -        -30.925 (meters)                     GEOID18
 EK0469  DYNAMIC HEIGHT  -        253.942 (meters)      833.14  (feet) COMP
 EK0469  MODELED GRAVITY -    979,521.1   (mgal)                       NAVD 88
 EK0469
 EK0469  VERT ORDER      -  SECOND    CLASS 0
 EK0469
 EK0469.The horizontal coordinates were scaled from a map and have
 EK0469.an estimated accuracy of +/- 6 seconds.
 EK0469
 EK0469.The orthometric height was determined by differential leveling and
 EK0469.adjusted by the NATIONAL GEODETIC SURVEY
 EK0469.in June 1991.
 EK0469
 EK0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0469.GEOID18 height accuracy estimate available here.
 EK0469
 EK0469.Click photographs - Photos may exist for this station.
 EK0469
 EK0469.The dynamic height is computed by dividing the NAVD 88
 EK0469.geopotential number by the normal gravity value computed on the
 EK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0469.degrees latitude (g = 980.6199 gals.).
 EK0469
 EK0469.The modeled gravity was interpolated from observed gravity values.
 EK0469
 EK0469;                    North         East    Units  Estimated Accuracy
 EK0469;SPC OK S     -   117,700.      868,290.      MT  (+/- 180 meters Scaled)
 EK0469
 EK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU084039(NAD 83)
 EK0469
 EK0469                          SUPERSEDED SURVEY CONTROL
 EK0469
 EK0469  NGVD 29 (??/??/92)  254.146  (m)          833.81   (f) ADJ UNCH    2 0
 EK0469
 EK0469.Superseded values are not recommended for survey control.
 EK0469
 EK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0469.See file dsdata.pdf to determine how the superseded data were derived.
 EK0469
 EK0469_MARKER: DB = BENCH MARK DISK
 EK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0469_STAMPING: U 99 1960
 EK0469_MARK LOGO: CGS
 EK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0469+STABILITY: SURFACE MOTION
 EK0469
 EK0469  HISTORY     - Date     Condition        Report By
 EK0469  HISTORY     - 1960     MONUMENTED       CGS
 EK0469
 EK0469                          STATION DESCRIPTION
 EK0469
 EK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0469'5 MI SW FROM PICKENS.
 EK0469'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0469'AT PICKENS, THENCE 4.45 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 EK0469'IN SECTION 26, R 21 E, T 2 S, 23 FEET SOUTHEAST OF THE CENTER
 EK0469'LINE OF THE ROAD, 2.2 FEET NORTHWEST OF A METAL WITNESS POST,
 EK0469'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EK0469'PROJECTING 8 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0799 ***********************************************************************
 EK0799  DESIGNATION -  UNGER
 EK0799  PID         -  EK0799
 EK0799  STATE/COUNTY-  OK/CHOCTAW
 EK0799  COUNTRY     -  US
 EK0799  USGS QUAD   -  BOSWELL (2018)
 EK0799
 EK0799                         *CURRENT SURVEY CONTROL
 EK0799  ______________________________________________________________________
 EK0799* NAD 83(1993) POSITION- 34 01 37.55818(N) 095 47 31.50295(W)   ADJUSTED
 EK0799* NAVD 88 ORTHO HEIGHT -   164.900 (meters)      541.01  (feet) ADJUSTED
 EK0799  ______________________________________________________________________
 EK0799  GEOID HEIGHT    -        -28.574 (meters)                     GEOID18
 EK0799  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC18
 EK0799  DYNAMIC HEIGHT  -        164.724 (meters)      540.43  (feet) COMP
 EK0799  MODELED GRAVITY -    979,569.2   (mgal)                       NAVD 88
 EK0799
 EK0799  HORZ ORDER      -  SECOND
 EK0799  VERT ORDER      -  FIRST     CLASS II
 EK0799
 EK0799.The horizontal coordinates were established by classical geodetic methods
 EK0799.and adjusted by the National Geodetic Survey in November 1994.
 EK0799
 EK0799.The orthometric height was determined by differential leveling and
 EK0799.adjusted by the NATIONAL GEODETIC SURVEY
 EK0799.in June 1991.
 EK0799
 EK0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0799.GEOID18 height accuracy estimate available here.
 EK0799
 EK0799.Click photographs - Photos may exist for this station.
 EK0799
 EK0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0799
 EK0799.The dynamic height is computed by dividing the NAVD 88
 EK0799.geopotential number by the normal gravity value computed on the
 EK0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0799.degrees latitude (g = 980.6199 gals.).
 EK0799
 EK0799.The modeled gravity was interpolated from observed gravity values.
 EK0799
 EK0799. The following values were computed from the NAD 83(1993) position.
 EK0799
 EK0799;                    North         East     Units Scale Factor Converg.
 EK0799;SPC OK S     -    79,185.239   803,893.288   MT  0.99998289   +1 15 11.7
 EK0799;SPC OK S     -   259,793.57  2,637,439.90   sFT  0.99998289   +1 15 11.7
 EK0799;UTM  15      - 3,768,677.378   242,200.555   MT  1.00041935   -1 33 47.8
 EK0799
 EK0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0799!SPC OK S     -   0.99997860  x   0.99998289  =   0.99996149
 EK0799!UTM  15      -   0.99997860  x   1.00041935  =   1.00039794
 EK0799
 EK0799:                Primary Azimuth Mark                     Grid Az
 EK0799:SPC OK S     -  UNGER AZ MK                              276 57 29.2
 EK0799:UTM  15      -  UNGER AZ MK                              279 46 28.7
 EK0799
 EK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4220068677(NAD 83)
 EK0799
 EK0799|---------------------------------------------------------------------|
 EK0799| PID    Reference Object                     Distance      Geod. Az  |
 EK0799|                                                           dddmmss.s |
 EK0799| EK0984 SOPER MUNICIPAL TANK                APPROX. 8.9 KM 0831609.4 |
 EK0799| EK0990 NO 4 C 13                            32.132 METERS 10811     |
 EK0799| CY2541 UNGER AZ MK                                        2781240.9 |
 EK0799| CY2542 UNGER RM 1                           16.647 METERS 28535     |
 EK0799|---------------------------------------------------------------------|
 EK0799
 EK0799                          SUPERSEDED SURVEY CONTROL
 EK0799
 EK0799  NAD 83(1986)-  34 01 37.56417(N)    095 47 31.49428(W) AD(       ) 2
 EK0799  NAD 27      -  34 01 37.20500(N)    095 47 30.59500(W) AD(       ) 2
 EK0799  NGVD 29             164.77   (m)          540.6    (f) LEVELING    3  
 EK0799
 EK0799.Superseded values are not recommended for survey control.
 EK0799
 EK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0799.See file dsdata.pdf to determine how the superseded data were derived.
 EK0799
 EK0799_MARKER: DS = TRIANGULATION STATION DISK
 EK0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0799_STAMPING: UNGER 1951
 EK0799_MARK LOGO: CGS
 EK0799_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0799+STABILITY: SURFACE MOTION
 EK0799
 EK0799  HISTORY     - Date     Condition        Report By
 EK0799  HISTORY     - 1951     MONUMENTED       CGS
 EK0799  HISTORY     - 1957     GOOD             CGS
 EK0799  HISTORY     - 1979     MARK NOT FOUND   MJH
 EK0799  HISTORY     - 1986     GOOD             NGS
 EK0799
 EK0799                          STATION DESCRIPTION
 EK0799
 EK0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0799'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST AND 1/4 MILE SOUTH
 EK0799'OF SOPER AND ABOUT 1/2 MILE WEST OF A CROSSROADS STORE KNOWN
 EK0799'AS UNGER.  IT IS ON THE RIGHT-OF-WAY OF A RAILROAD.  IT IS
 EK0799'66 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70, 43 FEET
 EK0799'NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 23 FEET NORTHWEST
 EK0799'OF A TELEPHONE POLE, 8 FEET SOUTHWEST OF A WHITE WITNESS
 EK0799'POST AND 5 FEET SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH
 EK0799'WITH THE GROUND AND THE DISK IS STAMPED UNGER 1951.
 EK0799'
 EK0799'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE CENTERLINE
 EK0799'OF U.S. HIGHWAY 70, 35 FEET EAST SOUTHEAST OF A POWERLINE
 EK0799'POLE, 50 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK
 EK0799'AND 2 FEET NORTH OF A FENCELINE.  THE MARK IS SET FLUSH
 EK0799'WITH THE GROUND AND THE DISK IS STAMPED UNGER NO 1 1951.
 EK0799'
 EK0799'NO. 4 C 13 (OKLA. GEOD. S.) IS 84 FEET SOUTH OF THE CENTERLINE
 EK0799'OF U.S. HIGHWAY 70, AND 24 FEET NORTH OF THE NORTH RAIL OF
 EK0799'A RAILROAD TRACK.  IT IS A STANDARD USC AND GS AND STATE
 EK0799'SURVEY BENCH MARK DISK SET IN A 4 X 4 CONCRETE POST WHICH
 EK0799'PROJECTS ABOUT 8 INCHES.  THE DISK IS STAMPED NO 4 C 13 - TT
 EK0799'1935 AND WAS USED AS REFERENCE MARK NO. 2.
 EK0799'
 EK0799'AZIMUTH MARK IS 56 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 EK0799'70, 3.5 FEET NORTH EAST OF A WHITE WITNESS POST, 51 FEET
 EK0799'NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 24 FEET EAST
 EK0799'OF THE CENTERLINE OF A DIRT ROAD, 11 FEET NORTHEAST OF A
 EK0799'CORNER POST, 22 FEET NORTH NORTHEAST OF A TELEPHONE POLE,
 EK0799'17 FEET SOUTHEAST OF A POWERLINE POLE AND 4 FEET NORTH OF A
 EK0799'RIGHT-OF-WAY FENCELINE.  THE MARK IS SET FLUSH WITH THE
 EK0799'GROUND AND THE DISK IS STAMPED UNGER 1951.
 EK0799'
 EK0799'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SOPER,
 EK0799'GO WEST ON U.S. HIGHWAY 70 FOR 5.5 MILES TO STATION ON SOUTH
 EK0799'SIDE OF HIGHWAY AS DESCRIBED.
 EK0799'
 EK0799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 EK0799'HIGHWAY 70 FOR 0.35 MILE TO MARK ON SOUTH SIDE OF HIGHWAY AS
 EK0799'DESCRIBED.
 EK0799'
 EK0799'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EK0799'UNGER TO NO 4 C 13 (OKLA. GEOD. S.) AND THE DISTANCE AS
 EK0799'SHOWN ABOVE.
 EK0799'
 EK0799'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EK0799
 EK0799                          STATION RECOVERY (1957)
 EK0799
 EK0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 EK0799'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 EK0799'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 EK0799'PROCEEDING TO STATION SITE ARE CORRECT.
 EK0799
 EK0799                          STATION RECOVERY (1979)
 EK0799
 EK0799'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1979 (JC)
 EK0799'R.M. 1 RECOVERED GOOD.
 EK0799'
 EK0799'R.M. 2 RECOVERED GOOD.
 EK0799'
 EK0799'AZ.MK. RECOVERED GOOD.
 EK0799'
 EK0799'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES WEST AND 1/4
 EK0799'MILE SOUTH OF SOPER.
 EK0799
 EK0799                          STATION RECOVERY (1986)
 EK0799
 EK0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0799'27.7 KM (17.2 MI) WEST FROM HUGO.
 EK0799'27.7 KM (17.2 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0799'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 1.0 KM (0.6 MI) WEST OF
 EK0799'A CROSSROAD IN UNGER, 27.3 M (89.6 FT) EAST-SOUTHEAST OF A UTILITY
 EK0799'POLE, 20.2 M (66.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 EK0799'13.1 M (43.0 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 EK0799'RAILROAD.
 EK0799'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 EK0799'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1409 ***********************************************************************
 DN1409  DESIGNATION -  UNION
 DN1409  PID         -  DN1409
 DN1409  STATE/COUNTY-  OK/JEFFERSON
 DN1409  COUNTRY     -  US
 DN1409  USGS QUAD   -  FLEETWOOD (2019)
 DN1409
 DN1409                         *CURRENT SURVEY CONTROL
 DN1409  ______________________________________________________________________
 DN1409* NAD 83(1993) POSITION- 33 57 12.93324(N) 097 51 17.18044(W)   ADJUSTED
 DN1409* NAVD 88 ORTHO HEIGHT -   297.    (meters)      974.    (feet) SCALED
 DN1409  ______________________________________________________________________
 DN1409  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 DN1409  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 DN1409  HORZ ORDER      -  SECOND
 DN1409
 DN1409.The horizontal coordinates were established by classical geodetic methods
 DN1409.and adjusted by the National Geodetic Survey in November 1994.
 DN1409
 DN1409.The orthometric height was scaled from a topographic map.
 DN1409
 DN1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1409.GEOID18 height accuracy estimate available here.
 DN1409
 DN1409.Click photographs - Photos may exist for this station.
 DN1409
 DN1409.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1409
 DN1409. The following values were computed from the NAD 83(1993) position.
 DN1409
 DN1409;                    North         East     Units Scale Factor Converg.
 DN1409;SPC OK S     -    68,811.430   613,424.060   MT  0.99999608   +0 04 56.8
 DN1409;SPC OK S     -   225,758.83  2,012,542.10   sFT  0.99999608   +0 04 56.8
 DN1409;SPC TXNC     - 2,253,792.501   659,641.024   MT  0.99999638   +0 21 06.9
 DN1409;SPC TXNC     - 7,394,317.56  2,164,172.26   sFT  0.99999638   +0 21 06.9
 DN1409;UTM  14      - 3,757,601.149   605,819.442   MT  0.99973804   +0 38 22.9
 DN1409
 DN1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1409!SPC OK S     -   0.99995748  x   0.99999608  =   0.99995356
 DN1409!SPC TXNC     -   0.99995748  x   0.99999638  =   0.99995386
 DN1409!UTM  14      -   0.99995748  x   0.99973804  =   0.99969553
 DN1409
 DN1409:                Primary Azimuth Mark                     Grid Az
 DN1409:SPC OK S     -  UNION AZ MK                              325 37 36.8
 DN1409:SPC TXNC     -  UNION AZ MK                              325 21 26.7
 DN1409:UTM  14      -  UNION AZ MK                              325 04 10.7
 DN1409
 DN1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0581957601(NAD 83)
 DN1409
 DN1409|---------------------------------------------------------------------|
 DN1409| PID    Reference Object                     Distance      Geod. Az  |
 DN1409|                                                           dddmmss.s |
 DN1409| CY2545 UNION RM 1                          236.850 METERS 25430     |
 DN1409| EL0959 RYAN MUNICIPAL TANK                 APPROX.11.8 KM 3122728.1 |
 DN1409| CY2544 UNION AZ MK                                        3254233.6 |
 DN1409| CY2546 UNION RM 2                          135.462 METERS 35405     |
 DN1409|---------------------------------------------------------------------|
 DN1409
 DN1409                          SUPERSEDED SURVEY CONTROL
 DN1409
 DN1409  NAD 83(1986)-  33 57 12.93643(N)    097 51 17.16894(W) AD(       ) 2
 DN1409  NAD 27      -  33 57 12.58050(N)    097 51 16.05300(W) AD(       ) 2
 DN1409
 DN1409.Superseded values are not recommended for survey control.
 DN1409
 DN1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1409.See file dsdata.pdf to determine how the superseded data were derived.
 DN1409
 DN1409_MARKER: DS = TRIANGULATION STATION DISK
 DN1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1409_STAMPING: UNION 1955
 DN1409_MARK LOGO: CGS
 DN1409_PROJECTION: RECESSED 20 CENTIMETERS
 DN1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1409+STABILITY: SURFACE MOTION
 DN1409
 DN1409  HISTORY     - Date     Condition        Report By
 DN1409  HISTORY     - 1955     MONUMENTED       CGS
 DN1409  HISTORY     - 1963     GOOD             CGS
 DN1409  HISTORY     - 1967     GOOD             USAF
 DN1409  HISTORY     - 1983     GOOD             OKDH
 DN1409
 DN1409                          STATION DESCRIPTION
 DN1409
 DN1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1409'THE STATION IS LOCATED ON THE HIGHEST PART OF A GRASS COVERED
 DN1409'HILL ABOUT 1 MILE EAST AND 1 MILE NORTH OF UNION VALLEY,
 DN1409'5 MILES EAST AND 5 MILES SOUTH OF RYAN, 4 MILES NORTH AND
 DN1409'5 MILES EAST OF TERRAL.  IT IS STAMPED UNION 1955 AND IS 8
 DN1409'INCHES BELOW THE SURFACE.
 DN1409'
 DN1409'REFERENCE MARK NO. 1 IS 17 FEET EAST OF CENTER OF BLADED ROAD
 DN1409'AND 9 FEET NORTH OF A GATE POST.  IT IS STAMPED UNION NO 1 1955
 DN1409'AND PROJECTS 8 INCHES.
 DN1409'
 DN1409'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF CENTER OF BLADED ROAD,
 DN1409'3 FEET NORTH OF A FENCE AND 3 FEET SOUTH OF POWER LINE POLE NO.
 DN1409'735 MI 47.  IT IS STAMPED UNION NO 2 1955 AND PROJECTS 2 INCHES.
 DN1409'
 DN1409'THE AZIMUTH MARK IS 17 FEET EAST OF CENTER OF BLADED ROAD, 2
 DN1409'FEET SOUTH OF T FENCE CORNER, 2 FEET SOUTH OF WITNESS POST AND
 DN1409'1 FOOT WEST OF FENCE.
 DN1409'
 DN1409'TO REACH THE STATION FROM UNION VALLEY CONSOLIDATED DISTRICT
 DN1409'NO. 53 SCHOOL HOUSE, GO EAST FOR 1 MILE TO CROSSROAD, TURN
 DN1409'LEFT AND GO NORTH FOR 0.85 MILE TO GATE ON RIGHT, PASS THROUGH
 DN1409'GATE AND GO EASTERLY FOR 0.15 MILE TO SUMMIT OF HILL AND
 DN1409'STATION AS DESCRIBED.  TO REACH AZIMUTH MARK FROM GATE, CONTINUE
 DN1409'NORTH FOR 0.2 MILE TO AZIMUTH MARK AS DESCRIBED.
 DN1409
 DN1409                          STATION RECOVERY (1963)
 DN1409
 DN1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 DN1409'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION EXCEPT
 DN1409'REFERENCE MARK NUMBER ONE, THE DISK IN THIS MARK CAN BE MOVED
 DN1409'A LITTLE AND THE ARROW DOES NOT POINT TOWARD THE STATION.
 DN1409'THIS MARK IS AT GATE INTO PASTURE ENROUTE TO STATION.  THE
 DN1409'STATION IS IN THE NW 1/4 OF SEC. 17, T. 7 S., R. 6 W.
 DN1409'
 DN1409'THE DESCRIPTION TO REACH WAS NOT CHECKED.
 DN1409
 DN1409                          STATION RECOVERY (1967)
 DN1409
 DN1409'RECOVERY NOTE BY US AIR FORCE 1967
 DN1409'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION, EXCEPT
 DN1409'REFERENCE MARK NUMBER ONE WHICH HAS A LOOSE DISK - THE ARROW
 DN1409'DOES NOT POINT TOWARD THE STATION.
 DN1409'
 DN1409'DUE TO CONSTRUCTION, THE TO REACH IS CHANGED AS FOLLOWS--FROM
 DN1409'MAIN STREET IN TERRAL, OKLAHOMA, GO NORTH ON HWY 81 FOR 3.0 MILES
 DN1409'TO SURFACED ROAD RIGHT.  TURN RIGHT (EAST) FOR 4.9 MILES TO
 DN1409'DIRT CROSSROADS.  TURN LEFT (NORTH) FOR 0.9 MILE TO A GATE
 DN1409'RIGHT AND ABANDONED FARM HOUSE ON LEFT.  ENTER GATE, DRIVE CROSS
 DN1409'COUNTRY IN A NORTHEASTERLY DIRECTION TO HIGHEST POINT AND
 DN1409'STATION AS DESCRIBED.
 DN1409
 DN1409                          STATION RECOVERY (1983)
 DN1409
 DN1409'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (BEG)
 DN1409'UNION IN GOOD CONDITION.
 DN1409'
 DN1409'R.M. NO. 1 IN GOOD CONDITION.
 DN1409'
 DN1409'R.M. NO. 2 IN GOOD CONDITION.
 DN1409'
 DN1409'AZIMUTH MARK IN GOOD CONDITION.
 DN1409'
 DN1409'SET STEEL WITNESS POST WITH SIGN 3 FEET EAST OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1044 ***********************************************************************
 FJ1044  CBN         -  This is a Cooperative Base Network Control Station.
 FJ1044  DESIGNATION -  UNION
 FJ1044  PID         -  FJ1044
 FJ1044  STATE/COUNTY-  OK/GRADY
 FJ1044  COUNTRY     -  US
 FJ1044  USGS QUAD   -  CHICKASHA (2018)
 FJ1044
 FJ1044                         *CURRENT SURVEY CONTROL
 FJ1044  ______________________________________________________________________
 FJ1044* NAD 83(2011) POSITION- 35 00 01.80099(N) 097 53 13.90142(W)   ADJUSTED
 FJ1044* NAD 83(2011) ELLIP HT-   331.385 (meters)        (06/27/12)   ADJUSTED
 FJ1044* NAD 83(2011) EPOCH   -  2010.00
 FJ1044* NAVD 88 ORTHO HEIGHT -   357.7   (meters)     1174.    (feet) GPS OBS
 FJ1044  ______________________________________________________________________
 FJ1044  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FJ1044  GEOID HEIGHT    -        -26.244 (meters)                     GEOID96
 FJ1044  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 FJ1044  NAD 83(2011) X  -   -717,768.640 (meters)                     COMP
 FJ1044  NAD 83(2011) Y  - -5,181,185.172 (meters)                     COMP
 FJ1044  NAD 83(2011) Z  -  3,638,102.450 (meters)                     COMP
 FJ1044  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 FJ1044
 FJ1044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1044  Standards:
 FJ1044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1044  -------------------------------------------------------------------
 FJ1044  NETWORK    1.79   3.41           0.75   0.71   1.74      0.05771698
 FJ1044  -------------------------------------------------------------------
 FJ1044  Click here for local accuracies and other accuracy information.
 FJ1044
 FJ1044.The horizontal coordinates were established by GPS observations
 FJ1044.and adjusted by the National Geodetic Survey in June 2012.
 FJ1044
 FJ1044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1044.been affixed to the stable North American tectonic plate. See 
 FJ1044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1044
 FJ1044.The horizontal coordinates are valid at the epoch date displayed above
 FJ1044.which is a decimal equivalence of Year/Month/Day.
 FJ1044
 FJ1044.The orthometric height was determined by GPS observations and a
 FJ1044.high-resolution geoid model.
 FJ1044
 FJ1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1044.GEOID18 height accuracy estimate available here.
 FJ1044
 FJ1044.Click photographs - Photos may exist for this station.
 FJ1044
 FJ1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1044
 FJ1044.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1044
 FJ1044.The ellipsoidal height was determined by GPS observations
 FJ1044.and is referenced to NAD 83.
 FJ1044
 FJ1044. The following values were computed from the NAD 83(2011) position.
 FJ1044
 FJ1044;                    North         East     Units Scale Factor Converg.
 FJ1044;SPC OK S     -   184,936.459   610,297.323   MT  0.99996226   +0 03 50.5
 FJ1044;SPC OK S     -   606,745.70  2,002,283.80   sFT  0.99996226   +0 03 50.5
 FJ1044;UTM  14      - 3,873,664.212   601,546.896   MT  0.99972709   +0 38 18.0
 FJ1044
 FJ1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1044!SPC OK S     -   0.99994799  x   0.99996226  =   0.99991025
 FJ1044!UTM  14      -   0.99994799  x   0.99972709  =   0.99967509
 FJ1044
 FJ1044:                Primary Azimuth Mark                     Grid Az
 FJ1044:SPC OK S     -  UNION AZ MK                              268 01 28.3
 FJ1044:UTM  14      -  UNION AZ MK                              267 27 00.8
 FJ1044
 FJ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0154673664(NAD 83)
 FJ1044
 FJ1044|---------------------------------------------------------------------|
 FJ1044| PID    Reference Object                     Distance      Geod. Az  |
 FJ1044|                                                           dddmmss.s |
 FJ1044| CL5632 UNION RM 1                            8.205 METERS 08727     |
 FJ1044| CL5633 UNION RM 2                           16.840 METERS 17913     |
 FJ1044| CL5631 UNION AZ MK                                        2680518.8 |
 FJ1044| FJ1042 CHICKASHA RADIO STATION KKC 849 MAS APPROX. 2.4 KM 3413308.9 |
 FJ1044|---------------------------------------------------------------------|
 FJ1044
 FJ1044                          SUPERSEDED SURVEY CONTROL
 FJ1044
 FJ1044  NAD 83(2007)-  35 00 01.80095(N)    097 53 13.90198(W) AD(2002.00) 0
 FJ1044  ELLIP H (02/10/07)  331.401  (m)                       GP(2002.00)    
 FJ1044  ELLIP H (04/16/01)  331.411  (m)                       GP(       ) 4 2
 FJ1044  NAD 83(1993)-  35 00 01.80058(N)    097 53 13.90198(W) AD(       ) B
 FJ1044  ELLIP H (05/09/94)  331.454  (m)                       GP(       ) 4 2
 FJ1044  NAD 83(1986)-  35 00 01.81176(N)    097 53 13.88882(W) AD(       ) 3
 FJ1044  NAD 27      -  35 00 01.56959(N)    097 53 12.73417(W) AD(       ) 3
 FJ1044  NAVD 88 (01/13/95)  357.7    (m)  UNKNOWN  model used  GPS OBS        
 FJ1044  NAVD 88 (05/09/94)  357.7    (m)  GEOID93  model used  GPS OBS        
 FJ1044
 FJ1044.Superseded values are not recommended for survey control.
 FJ1044
 FJ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1044.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1044
 FJ1044_MARKER: DS = TRIANGULATION STATION DISK
 FJ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1044_STAMPING: UNION 1957
 FJ1044_MARK LOGO: CGS
 FJ1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1044+STABILITY: SURFACE MOTION
 FJ1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1044+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 FJ1044
 FJ1044  HISTORY     - Date     Condition        Report By
 FJ1044  HISTORY     - 1957     MONUMENTED       CGS
 FJ1044  HISTORY     - 1957     GOOD             CGS
 FJ1044  HISTORY     - 1976     GOOD             NGS
 FJ1044  HISTORY     - 19930412 GOOD             NGS
 FJ1044  HISTORY     - 20021004 GOOD             OKDOT
 FJ1044  HISTORY     - 20040122 GOOD             OKDOT
 FJ1044  HISTORY     - 20080401 GOOD             AIRDAT
 FJ1044
 FJ1044                          STATION DESCRIPTION
 FJ1044
 FJ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1044'STATION IS LOCATED ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION
 FJ1044'LINE ROAD, ABOUT 3-1/2 MILES EAST AND 2-1/2 MILES SOUTH
 FJ1044'OF CHICKASHA AND 0.4 MILE EAST OF THE UNION HILL SCHOOL, IN
 FJ1044'THE SOUTHEAST 1/4 OF SECTION 12, T. 6. N, R. 7. W.
 FJ1044'
 FJ1044'TO REACH FROM THE POST OFFICE IN CHICKASHA GO SOUTH ON U.S.
 FJ1044'HIGHWAYS 81 AND 277 FOR 3.9 MILES TO JUNCTION OF STATE HIGHWAY
 FJ1044'19, TURN LEFT, EAST, ON HIGHWAY 19 AND GO 2.3 MILES TO T-ROAD
 FJ1044'LEFT, TURN LEFT, NORTH, AND GO 0.5 MILE TO T-INTERSECTION
 FJ1044'AT UNION HILL SCHOOL AND AZIMUTH MARK ON THE RIGHT, TURN RIGHT,
 FJ1044'EAST, AND GO 0.4 MILE TO FARM HOME AND STATION ON LEFT.
 FJ1044'
 FJ1044'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH
 FJ1044'SQUARE, CONCRETE POSTS.
 FJ1044'
 FJ1044'STATION MARKS ARE STAMPED UNION 1957.  THE SURFACE MARK
 FJ1044'PROJECTS 6 INCHES.  IT IS 176 FEET SOUTHWEST OF THE SOUTHWEST
 FJ1044'CORNER OF A FARM HOUSE, 167 FEET SOUTH OF THE SOUTHWEST
 FJ1044'CORNER OF A CATTLE SHED, 115 FEET WEST OF A TELEPHONE POLE,
 FJ1044'82 FEET WEST OF A FARM HOME DRIVEWAY, 55 FEET WEST OF A
 FJ1044'FENCE CORNER, 28 FEET NORTH OF AN EAST-WEST SECTION LINE
 FJ1044'ROAD AND 2 FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN
 FJ1044'X 4 IN WHITE WITNESS POST WAS SET 4 FEET SOUTHEAST OF THE
 FJ1044'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 FJ1044'OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FJ1044'
 FJ1044'REFERENCE MARK 1 PROJECTS 2 INCHES AND IS STAMPED UNION
 FJ1044'NO 1 1957.  IT IS 168 FEET SOUTH OF THE SOUTHWEST CORNER
 FJ1044'OF THE CATTLE SHED, 164 FEET SOUTHWEST OF THE SOUTHWEST
 FJ1044'CORNER OF THE HOUSE, 89 FEET WEST OF THE TELEPHONE POLE, 56
 FJ1044'FEET WEST OF THE DRIVEWAY, 28 FEET NORTH OF THE CENTER OF
 FJ1044'THE SECTION LINE ROAD, 27 FEET WEST OF THE FENCE CORNER,
 FJ1044'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 FJ1044'
 FJ1044'REFERENCE MARK 2 PROJECTS 4 INCHES AND IS STAMPED UNION NO
 FJ1044'2 1957.  IT IS 239 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FJ1044'OF THE HOUSE, 222 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FJ1044'THE CATTLE SHED, 107 FEET WEST OF A TRANSFORMER POLE, 90
 FJ1044'FEET SOUTHWEST OF THE DRIVEWAY, 78 FEET SOUTHWEST OF THE
 FJ1044'FENCE CORNER, 30 FEET SOUTH OF THE CENTER OF THE SECTION
 FJ1044'LINE ROAD AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 FJ1044'
 FJ1044'AZIMUTH MARK PROJECTS 6 INCHES AND IS STAMPED UNION 1957.
 FJ1044'IT IS 120 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 FJ1044'HOUSE, 43 FEET EAST OF A TELEPHONE POLE, 38 FEET SOUTH OF
 FJ1044'THE CENTER OF AN EAST-WEST SECTION LINE ROAD, 24 FEET EAST
 FJ1044'OF A NORTH-SOUTH SECTION LINE ROAD, 2 FEET SOUTHEAST OF
 FJ1044'A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 FJ1044'SET SOUTHWEST OF THE MARK 4 FEET.
 FJ1044
 FJ1044                          STATION RECOVERY (1957)
 FJ1044
 FJ1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 FJ1044'RECOVERED IN GOOD CONDITION.
 FJ1044
 FJ1044                          STATION RECOVERY (1976)
 FJ1044
 FJ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLR)
 FJ1044'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 FJ1044'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FJ1044
 FJ1044                          STATION RECOVERY (1993)
 FJ1044
 FJ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ1044'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHEAST OF CHICKASHA, 4 KM
 FJ1044'(2.50 MI) EAST-NORTHEAST OF THE JUNCTION OF US HIGHWAYS 81, 277 AND
 FJ1044'STATE HIGHWAY 19, ALONG A PAVED ROAD, IN A LAWN IN FRONT OF A BRICK
 FJ1044'HOUSE SET BACK FROM THE ROAD, ON THE RIGHT-OF-WAY, AT TOP OF A RISE,
 FJ1044'IN THE SOUTHEAST 1/4 OF SECTION 12. T 6 N, R 7 W. OWNERSHIP--OKLAHOMA
 FJ1044'DEPARTMENT OF TRANSPORTATION.
 FJ1044'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 44
 FJ1044'AND US HIGHWAYS 81 AND 277 ON THE SOUTH SIDE OF CHICKASHA, GO SOUTH
 FJ1044'ON HIGHWAYS 81 AND 277 FOR 3.48 KM (2.15 MI) TO THE JUNCTION OF STATE
 FJ1044'HIGHWAY 19 ON THE LEFT.  TURN LEFT, EAST, ON HIGHWAY 19 FOR 3.92 KM
 FJ1044'(2.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON UNION HILL ROAD
 FJ1044'FOR 0.80 KM (0.50 MI) TO A T-ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 FJ1044'TURN RIGHT, EAST, ON COTTONWOOD ROAD FOR 0.58 KM (0.35 MI) TO TOP OF
 FJ1044'RISE AND STATION ON THE LEFT.
 FJ1044'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 FJ1044'PROJECTING 1 CM ABOVE GROUND.  IT IS 8.8 M (28.9 FT) NORTH OF, AND 1
 FJ1044'M (3.3 FT) ABOVE THE ROAD CENTER, 0.3 M (1.0 FT) WEST-NORTHWEST OF A
 FJ1044'METAL WITNESS POST, 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST, 17.7
 FJ1044'M (58.1 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH LINE ACROSS THE
 FJ1044'ROAD, 25.5 M (83.7 FT) WEST OF A GRAVEL DRIVEWAY TO A WHITE FRAME
 FJ1044'HOUSE, AND 29.5 M (96.8 FT) EAST OF THE CENTER OF A GRAVEL DRIVE.
 FJ1044
 FJ1044                          STATION RECOVERY (2002)
 FJ1044
 FJ1044'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (RET)
 FJ1044'RECOVERED IN GOOD CONDITION
 FJ1044
 FJ1044                          STATION RECOVERY (2004)
 FJ1044
 FJ1044'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004 (GSR)
 FJ1044'RECOVERED IN GOOD CONDITION.
 FJ1044
 FJ1044                          STATION RECOVERY (2008)
 FJ1044
 FJ1044'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FJ1044'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0849 ***********************************************************************
 GH0849  DESIGNATION -  UNION
 GH0849  PID         -  GH0849
 GH0849  STATE/COUNTY-  OK/GARFIELD
 GH0849  COUNTRY     -  US
 GH0849  USGS QUAD   -  HUNTER (2018)
 GH0849
 GH0849                         *CURRENT SURVEY CONTROL
 GH0849  ______________________________________________________________________
 GH0849* NAD 83(1993) POSITION- 36 30 22.88782(N) 097 44 50.18044(W)   ADJUSTED
 GH0849* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 GH0849  ______________________________________________________________________
 GH0849  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 GH0849  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 GH0849  HORZ ORDER      -  THIRD
 GH0849
 GH0849.The horizontal coordinates were established by classical geodetic methods
 GH0849.and adjusted by the National Geodetic Survey in November 1994.
 GH0849
 GH0849.The orthometric height was scaled from a topographic map.
 GH0849
 GH0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0849.GEOID18 height accuracy estimate available here.
 GH0849
 GH0849.Click photographs - Photos may exist for this station.
 GH0849
 GH0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0849
 GH0849. The following values were computed from the NAD 83(1993) position.
 GH0849
 GH0849;                    North         East     Units Scale Factor Converg.
 GH0849;SPC OK N     -   167,166.548   622,639.431   MT  0.99996285   +0 08 56.9
 GH0849;SPC OK N     -   548,445.58  2,042,776.20   sFT  0.99996285   +0 08 56.9
 GH0849;UTM  14      - 4,040,842.965   612,181.820   MT  0.99975505   +0 44 43.2
 GH0849
 GH0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0849!SPC OK N     -   0.99994975  x   0.99996285  =   0.99991261
 GH0849!UTM  14      -   0.99994975  x   0.99975505  =   0.99970482
 GH0849
 GH0849:                Primary Azimuth Mark                     Grid Az
 GH0849:SPC OK N     -  UNION AZ MK                              270 23 32.6
 GH0849:UTM  14      -  UNION AZ MK                              269 47 46.3
 GH0849
 GH0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF1218140842(NAD 83)
 GH0849
 GH0849|---------------------------------------------------------------------|
 GH0849| PID    Reference Object                     Distance      Geod. Az  |
 GH0849|                                                           dddmmss.s |
 GH0849| GH0847 TT 94 L                              29.135 METERS 01836     |
 GH0849| GH0815 ENID HWY PAT RAD STA KKE 569        APPROX.14.4 KM 2360113.1 |
 GH0849| GH0814 ENID RADIO STA KGWA NORTH MAST      APPROX.17.3 KM 2440144.0 |
 GH0849| CL5634 UNION AZ MK                                        2703229.5 |
 GH0849| CL5635 UNION RM 1                           15.478 METERS 27035     |
 GH0849|---------------------------------------------------------------------|
 GH0849
 GH0849                          SUPERSEDED SURVEY CONTROL
 GH0849
 GH0849  NAD 83(1986)-  36 30 22.89637(N)    097 44 50.17029(W) AD(       ) 3
 GH0849  NAD 27      -  36 30 22.78114(N)    097 44 48.97366(W) AD(       ) 3
 GH0849
 GH0849.Superseded values are not recommended for survey control.
 GH0849
 GH0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0849.See file dsdata.pdf to determine how the superseded data were derived.
 GH0849
 GH0849_MARKER: DS = TRIANGULATION STATION DISK
 GH0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0849_STAMPING: UNION 1963
 GH0849_MARK LOGO: CGS
 GH0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0849+STABILITY: SURFACE MOTION
 GH0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0849+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 GH0849
 GH0849  HISTORY     - Date     Condition        Report By
 GH0849  HISTORY     - 1963     MONUMENTED       CGS
 GH0849  HISTORY     - 20101204 GOOD             INDIV
 GH0849
 GH0849                          STATION DESCRIPTION
 GH0849
 GH0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0849'THE STATION IS ABOUT 4-3/4 MILES WEST AND 4 MILES SOUTH OF
 GH0849'HUNTER, ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD.
 GH0849'
 GH0849'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HUNTER, GO
 GH0849'WEST ON A PAVED ROAD FOR 4.7 MILES TO A CROSSROADS.  TURN
 GH0849'LEFT AND GO SOUTH ON A GRADED ROAD FOR 3.85 MILES TO A FARM HOUSE
 GH0849'ON THE RIGHT.  CONTINUE SOUTH FOR 0.25 MILE TO A CROSSROADS AND
 GH0849'THE STATION.
 GH0849'
 GH0849'THE STATION MARK IS A STANDARD DISK, STAMPED UNION 1963, SET
 GH0849'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0849'INCHES.  IT IS 27.9 FEET SOUTH OF THE CENTERLINE OF AN
 GH0849'EAST-WEST ROAD, 55.1 FEET WEST OF THE CENTERLINE OF A
 GH0849'NORTH-SOUTH ROAD, 28.5 FEET WEST OF A FENCE CORNER POST AND
 GH0849'3.9 FEET WEST OF A WITNESS POST.
 GH0849'
 GH0849'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UNION NO 1 1963,
 GH0849'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0849'2 INCHES.  IT IS 79.3 FEET WEST OF THE CORNER POST, 28.3 FEET
 GH0849'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1 FOOT NORTH
 GH0849'OF AN EAST-WEST FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 GH0849'STATION.
 GH0849'
 GH0849'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY BRONZE
 GH0849'DISK, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH
 GH0849'WITH THE GROUND.  THE DISK IS STAMPED T.T. 94 L. 1142 1930.
 GH0849'IT IS 24.1 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 GH0849'2 FEET WEST OF A NORTH-SOUTH FENCE, 64.9 FEET NORTH OF THE
 GH0849'CENTERLINE OF THE EAST-WEST ROAD AND ABOUT 2 FEET ABOVE THE
 GH0849'ELEVATION OF THE STATION.
 GH0849'
 GH0849'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED UNION 1963,
 GH0849'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0849'3 INCHES.  IT IS 29.5 FEET SOUTH OF THE CENTERLINE OF THE
 GH0849'ROAD, 8.7 FEET WEST OF A WEST GATE POST, 2.4 FEET NORTHEAST
 GH0849'OF A WITNESS POST AND 1.9 FEET NORTH OF AN EAST-WEST FENCE.
 GH0849'TO REACH THE MARK FROM THE STATION GO WEST FOR 0.35 MILE TO
 GH0849'THE MARK ON THE LEFT.
 GH0849
 GH0849                          STATION RECOVERY (2010)
 GH0849
 GH0849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0849'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1278 ***********************************************************************
 FJ1278  DESIGNATION -  UNION
 FJ1278  PID         -  FJ1278
 FJ1278  STATE/COUNTY-  OK/LINCOLN
 FJ1278  COUNTRY     -  US
 FJ1278  USGS QUAD   -  DAVENPORT (2018)
 FJ1278
 FJ1278                         *CURRENT SURVEY CONTROL
 FJ1278  ______________________________________________________________________
 FJ1278* NAD 83(1993) POSITION- 35 44 45.60674(N) 096 52 10.84982(W)   ADJUSTED
 FJ1278* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 FJ1278  ______________________________________________________________________
 FJ1278  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 FJ1278  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 FJ1278  HORZ ORDER      -  SECOND
 FJ1278
 FJ1278.The horizontal coordinates were established by classical geodetic methods
 FJ1278.and adjusted by the National Geodetic Survey in November 1994.
 FJ1278
 FJ1278.The orthometric height was scaled from a topographic map.
 FJ1278
 FJ1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1278.GEOID18 height accuracy estimate available here.
 FJ1278
 FJ1278.Click photographs - Photos may exist for this station.
 FJ1278
 FJ1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1278
 FJ1278. The following values were computed from the NAD 83(1993) position.
 FJ1278
 FJ1278;                    North         East     Units Scale Factor Converg.
 FJ1278;SPC OK N     -    83,366.069   702,234.433   MT  0.99997229   +0 40 01.4
 FJ1278;SPC OK N     -   273,510.18  2,303,914.14   sFT  0.99997229   +0 40 01.4
 FJ1278;UTM  14      - 3,957,869.546   692,628.637   MT  1.00005726   +1 14 41.6
 FJ1278
 FJ1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1278!SPC OK N     -   0.99995541  x   0.99997229  =   0.99992770
 FJ1278!UTM  14      -   0.99995541  x   1.00005726  =   1.00001267
 FJ1278
 FJ1278:                Primary Azimuth Mark                     Grid Az
 FJ1278:SPC OK N     -  UNION AZ MK                              294 53 31.7
 FJ1278:UTM  14      -  UNION AZ MK                              294 18 51.5
 FJ1278
 FJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9262857869(NAD 83)
 FJ1278
 FJ1278|---------------------------------------------------------------------|
 FJ1278| PID    Reference Object                     Distance      Geod. Az  |
 FJ1278|                                                           dddmmss.s |
 FJ1278| CI3477 UNION RM 1                           21.663 METERS 08953     |
 FJ1278| FJ1293 CHANDLER MUNICIPAL STANDPIPE        APPROX. 4.5 KM 1915103.6 |
 FJ1278| FJ1294 CHANDLER COUNTY CTHSE DOME          APPROX. 5.0 KM 1922023.6 |
 FJ1278| FJ1292 CHANDLER SHERIFFS RAD MAST          APPROX. 5.0 KM 1923403.8 |
 FJ1278| CI3478 UNION RM 2                           19.164 METERS 27015     |
 FJ1278| CI3476 UNION AZ MK                                        2953333.1 |
 FJ1278| FJ0836 CARNEY BAPTIST CHURCH SPIRE         APPROX.14.7 KM 2981501.4 |
 FJ1278|---------------------------------------------------------------------|
 FJ1278
 FJ1278                          SUPERSEDED SURVEY CONTROL
 FJ1278
 FJ1278  NAD 83(1986)-  35 44 45.61585(N)    096 52 10.83043(W) AD(       ) 2
 FJ1278  NAD 27      -  35 44 45.38482(N)    096 52 09.73493(W) AD(       ) 2
 FJ1278
 FJ1278.Superseded values are not recommended for survey control.
 FJ1278
 FJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1278.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1278
 FJ1278_MARKER: DS = TRIANGULATION STATION DISK
 FJ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1278_STAMPING: UNION 1954
 FJ1278_MARK LOGO: CGS
 FJ1278_PROJECTION: PROJECTING
 FJ1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1278+STABILITY: SURFACE MOTION
 FJ1278
 FJ1278  HISTORY     - Date     Condition        Report By
 FJ1278  HISTORY     - 1954     MONUMENTED       CGS
 FJ1278
 FJ1278                          STATION DESCRIPTION
 FJ1278
 FJ1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1278'THE STATION IS LOCATED AT THE NORTHERN EDGE OF A PASTURE
 FJ1278'OWNED BY MRS. H. RITTENHOUSE.  IT IS 9 MILES SOUTHEAST OF CARNEY
 FJ1278'AND 3.5 MILES NORTH OF CHANDLER.
 FJ1278'
 FJ1278'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY
 FJ1278'18 AT THE NORTH EDGE OF CHANDLER BY GOING NORTH ON HIGHWAY 18 FOR
 FJ1278'3.4 MILES TO A CROSSROAD.  TURN RIGHT, EAST, AND GO 0.5 MILE TO
 FJ1278'A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, AND GO 0.25 MILE TO THE
 FJ1278'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD, SOUTHERLY,
 FJ1278'FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT, EAST, AND
 FJ1278'GO 0.35 MILE TO THE TOP OF A RISE AND THE STATION ON THE
 FJ1278'RIGHT.
 FJ1278'
 FJ1278'THE STATION MARK IS 21 FEET SOUTH OF THE APPROXIMATE CENTER
 FJ1278'LINE OF A GRADED ROAD, 6 FEET SOUTH OF A FENCE, 4 FEET SOUTH
 FJ1278'OF A WITNESS POST, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 FJ1278'UNION 1954.
 FJ1278'
 FJ1278'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 20 FEET SOUTH OF
 FJ1278'THE APPROXIMATE CENTER OF THE ROAD, 3 FEET SOUTH OF THE FENCE,
 FJ1278'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED UNION NO 1 1954.
 FJ1278'
 FJ1278'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 19 FEET SOUTH
 FJ1278'OF THE APPROXIMATE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE
 FJ1278'FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED UNION NO
 FJ1278'2 1954.
 FJ1278'
 FJ1278'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 FJ1278'STATION, IS 25 FEET EAST OF THE APPROXIMATE CENTER OF A GRADED
 FJ1278'ROAD, 2 FEET EAST OF TELEPHONE POLE NO. 13, 2 FEET NORTH
 FJ1278'OF A WITNESS POST, 1 FOOT EAST OF A FENCE, AND PROJECTS 5
 FJ1278'INCHES.  THE DISK IS STAMPED UNION 1954.
 FJ1278'
 FJ1278'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0774 ***********************************************************************
 GG0774  DESIGNATION -  UNION
 GG0774  PID         -  GG0774
 GG0774  STATE/COUNTY-  OK/CRAIG
 GG0774  COUNTRY     -  US
 GG0774  USGS QUAD   -  CENTRALIA (2019)
 GG0774
 GG0774                         *CURRENT SURVEY CONTROL
 GG0774  ______________________________________________________________________
 GG0774* NAD 83(1997) POSITION- 36 48 54.55926(N) 095 15 38.95501(W)   ADJUSTED
 GG0774* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 GG0774  ______________________________________________________________________
 GG0774  GEOID HEIGHT    -        -29.469 (meters)                     GEOID18
 GG0774  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 GG0774  HORZ ORDER      -  FIRST
 GG0774
 GG0774.The horizontal coordinates were established by classical geodetic methods
 GG0774.and adjusted by the National Geodetic Survey in October 1998.
 GG0774
 GG0774.The orthometric height was scaled from a topographic map.
 GG0774
 GG0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0774.GEOID18 height accuracy estimate available here.
 GG0774
 GG0774.Click photographs - Photos may exist for this station.
 GG0774
 GG0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0774
 GG0774. The following values were computed from the NAD 83(1997) position.
 GG0774
 GG0774;                    North         East     Units Scale Factor Converg.
 GG0774;SPC OK N     -   204,851.804   844,377.674   MT  1.00000921   +1 36 59.5
 GG0774;SPC OK N     -   672,084.63  2,770,262.42   sFT  1.00000921   +1 36 59.5
 GG0774;UTM  15      - 4,076,752.115   298,340.281   MT  1.00010102   -1 21 18.8
 GG0774
 GG0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0774!SPC OK N     -   0.99996035  x   1.00000921  =   0.99996956
 GG0774!UTM  15      -   0.99996035  x   1.00010102  =   1.00006137
 GG0774
 GG0774:                Primary Azimuth Mark                     Grid Az
 GG0774:SPC OK N     -  UNION AZ MK                              178 36 18.3
 GG0774:UTM  15      -  UNION AZ MK                              181 34 36.6
 GG0774
 GG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9834076752(NAD 83)
 GG0774
 GG0774|---------------------------------------------------------------------|
 GG0774| PID    Reference Object                     Distance      Geod. Az  |
 GG0774|                                                           dddmmss.s |
 GG0774| CI3482 UNION RM 1                           25.058 METERS 08737     |
 GG0774| GG0753 VINITA EASTERN STATE HOSP TANK      APPROX.21.4 KM 1434042.3 |
 GG0774| GG0754 VINITA EASTERN STATE HOSP STK       APPROX.21.3 KM 1440026.5 |
 GG0774| CI3481 UNION AZ MK                                        1801317.8 |
 GG0774| CI3483 UNION RM 2                           32.440 METERS 19609     |
 GG0774|---------------------------------------------------------------------|
 GG0774
 GG0774                          SUPERSEDED SURVEY CONTROL
 GG0774
 GG0774  NAD 83(1993)-  36 48 54.56153(N)    095 15 38.95560(W) AD(       ) 1
 GG0774  NAD 83(1986)-  36 48 54.57969(N)    095 15 38.94127(W) AD(       ) 1
 GG0774  NAD 27      -  36 48 54.28620(N)    095 15 38.05090(W) AD(       ) 1
 GG0774
 GG0774.Superseded values are not recommended for survey control.
 GG0774
 GG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0774.See file dsdata.pdf to determine how the superseded data were derived.
 GG0774
 GG0774_MARKER: DS = TRIANGULATION STATION DISK
 GG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0774_STAMPING: UNION 1958
 GG0774_MARK LOGO: CGS
 GG0774_PROJECTION: FLUSH
 GG0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0774+STABILITY: SURFACE MOTION
 GG0774
 GG0774  HISTORY     - Date     Condition        Report By
 GG0774  HISTORY     - 1958     MONUMENTED       CGS
 GG0774
 GG0774                          STATION DESCRIPTION
 GG0774
 GG0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0774'THE STATION IS LOCATED IN A PASTURE, ABOUT 13 MILES NORTHWEST
 GG0774'OF VINITA AND 11 MILES SOUTHWEST OF WELCH, 26 FEET WEST OF THE
 GG0774'CENTER OF A RANCH ROAD, 21 FEET NORTHEAST OF THE SOUTHEAST
 GG0774'CORNER OF AN UN-PAINTED BOARD CORRAL, 12 FEET EAST OF THE
 GG0774'CORRAL AND 6 FEET SOUTH OF A WITNESS POST.  IT IS A FLUSH
 GG0774'MARK AND IS STAMPED UNION 1958.
 GG0774'
 GG0774'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE CENTER OF THE ROAD AND
 GG0774'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND IS
 GG0774'STAMPED UNION NO 1 1958.
 GG0774'
 GG0774'REFERENCE MARK NO. 2 IS 85 FEET SOUTH OF THE SOUTH SIDE OF THE
 GG0774'CORRAL AND 48 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK
 GG0774'PROJECTS 4 INCHES AND IS STAMPED UNION NO 2 1958.
 GG0774'
 GG0774'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 GG0774'NO. 2 IS 153.7 FEET.
 GG0774'
 GG0774'THE AZIMUTH MARK IS 82 FEET NORTH-NORTHWEST OF THE CENTER
 GG0774'OF THE GRAVELED ROAD, OPPOSITE THE CENTER OF THE RANCH ROAD,
 GG0774'19 FEET WEST OF THE CENTER OF THE RANCH ROAD, 8 FEET NORTH
 GG0774'OF A FENCE CORNER AND 1 FOOT NORTH OF A WITNESS POST.  THE
 GG0774'MARK PROJECTS 3 INCHES AND IS SET IN A BOULDER WHICH MEASURES
 GG0774'ABOUT 2 FEET BY 4 FEET.  IT IS STAMPED UNION 1958.
 GG0774'
 GG0774'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GG0774'59 AND STATE HIGHWAY 10 IN THE WEST EDGE OF WELCH, GO SOUTHERLY
 GG0774'ON HIGHWAY 59 FOR 5.7 MILES TO A GRAVELED CROSSROAD, TURN
 GG0774'RIGHT ON THE GRAVELED ROAD AND GO WESTERLY FOR 6.4 MILES
 GG0774'TO A RANCH ROAD ON THE RIGHT AT A WIRE GATE, AND THE AZIMUTH
 GG0774'MARK AS DESCRIBED.  TURN RIGHT THROUGH THE GATE AND GO 0.6
 GG0774'MILES ON THE RANCH ROAD TO AN ABANDONED HOUSE, BEAR TO THE
 GG0774'RIGHT AROUND THE HOUSE AND CONTINUE ON THE RANCH ROAD FOR 0.35
 GG0774'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GG0774'
 GG0774'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 GG0774'
 GG0774'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1060 ***********************************************************************
 FJ1060  DESIGNATION -  UNION CITY
 FJ1060  PID         -  FJ1060
 FJ1060  STATE/COUNTY-  OK/CANADIAN
 FJ1060  COUNTRY     -  US
 FJ1060  USGS QUAD   -  MINCO NE (2018)
 FJ1060
 FJ1060                         *CURRENT SURVEY CONTROL
 FJ1060  ______________________________________________________________________
 FJ1060* NAD 83(1993) POSITION- 35 23 30.57775(N) 097 51 57.84723(W)   ADJUSTED
 FJ1060* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 FJ1060  ______________________________________________________________________
 FJ1060  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 FJ1060  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 FJ1060  HORZ ORDER      -  THIRD
 FJ1060
 FJ1060.The horizontal coordinates were established by classical geodetic methods
 FJ1060.and adjusted by the National Geodetic Survey in November 1994.
 FJ1060
 FJ1060.The orthometric height was scaled from a topographic map.
 FJ1060
 FJ1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1060.GEOID18 height accuracy estimate available here.
 FJ1060
 FJ1060.Click photographs - Photos may exist for this station.
 FJ1060
 FJ1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1060
 FJ1060. The following values were computed from the NAD 83(1993) position.
 FJ1060
 FJ1060;                    North         East     Units Scale Factor Converg.
 FJ1060;SPC OK N     -    43,483.237   612,168.216   MT  1.00003633   +0 04 44.5
 FJ1060;SPC OK N     -   142,661.25  2,008,421.89   sFT  1.00003633   +0 04 44.5
 FJ1060;SPC OK S     -   228,353.990   612,168.202   MT  1.00003517   +0 04 33.7
 FJ1060;SPC OK S     -   749,191.38  2,008,421.84   sFT  1.00003517   +0 04 33.7
 FJ1060;UTM  14      - 3,917,086.843   602,979.671   MT  0.99973069   +0 39 24.4
 FJ1060
 FJ1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1060!SPC OK N     -   0.99994159  x   1.00003633  =   0.99997791
 FJ1060!SPC OK S     -   0.99994159  x   1.00003517  =   0.99997675
 FJ1060!UTM  14      -   0.99994159  x   0.99973069  =   0.99967229
 FJ1060
 FJ1060:                Primary Azimuth Mark                     Grid Az
 FJ1060:SPC OK N     -  UNION CITY AZ MK                         268 48 31.5
 FJ1060:SPC OK S     -  UNION CITY AZ MK                         268 48 42.3
 FJ1060:UTM  14      -  UNION CITY AZ MK                         268 13 51.6
 FJ1060
 FJ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE0297917086(NAD 83)
 FJ1060
 FJ1060|---------------------------------------------------------------------|
 FJ1060| PID    Reference Object                     Distance      Geod. Az  |
 FJ1060|                                                           dddmmss.s |
 FJ1060| FJ1063 TUTTLE MUNICIPAL TANK               APPROX.12.1 KM 1583900.8 |
 FJ1060| CL5637 UNION CITY RM 1                      21.169 METERS 18356     |
 FJ1060| FJ1069 MINCO MUNICIPAL TANK                APPROX.11.5 KM 2202455.2 |
 FJ1060| CL5636 UNION CITY AZ MK                                   2685316.0 |
 FJ1060| CL5638 UNION CITY RM 2                      27.727 METERS 26959     |
 FJ1060| FJ1076 UNION CITY FARMERS GRAIN ELEV       APPROX. 6.6 KM 2712138.2 |
 FJ1060| FJ1074 UNION CITY ST JOSEPHS CATH CH       APPROX. 6.9 KM 2730555.7 |
 FJ1060|---------------------------------------------------------------------|
 FJ1060
 FJ1060                          SUPERSEDED SURVEY CONTROL
 FJ1060
 FJ1060  NAD 83(1986)-  35 23 30.58290(N)    097 51 57.83050(W) AD(       ) 3
 FJ1060  NAD 27      -  35 23 30.37555(N)    097 51 56.66248(W) AD(       ) 3
 FJ1060
 FJ1060.Superseded values are not recommended for survey control.
 FJ1060
 FJ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1060.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1060
 FJ1060_MARKER: DS = TRIANGULATION STATION DISK
 FJ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1060_STAMPING: UNION CITY 1957
 FJ1060_MARK LOGO: CGS
 FJ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1060+STABILITY: SURFACE MOTION
 FJ1060
 FJ1060  HISTORY     - Date     Condition        Report By
 FJ1060  HISTORY     - 1957     MONUMENTED       CGS
 FJ1060  HISTORY     - 19880209 GOOD             OKDOT
 FJ1060
 FJ1060                          STATION DESCRIPTION
 FJ1060
 FJ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1060'STATION IS LOCATED ON A LOW RIDGE, ON THE RIGHT-OF-WAY OF
 FJ1060'STATE HIGHWAY 152, 4 MILES EAST OF UNION CITY, IN THE SOUTHWEST
 FJ1060'1/4 OF SECTION 29, T 11 N, R 6 W.
 FJ1060'
 FJ1060'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 FJ1060'152 IN UNION CITY BY GOING EAST ON HIGHWAY 152 FOR 3.5 MILES
 FJ1060'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON HIGHWAY 152
 FJ1060'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 FJ1060'
 FJ1060'STATION MARKS ARE STANDARD DISKS, STAMPED UNION CITY 1957.
 FJ1060'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 FJ1060'CONCRETE POST PROJECTING 4 INCHES.  IT IS 53 FEET EAST OF THE
 FJ1060'CENTER OF A NORTH-SOUTH GRADED ROAD, 33 FEET NORTH OF THE
 FJ1060'CENTER OF HIGHWAY 152, 19 FEET EAST OF A ROAD RIGHT-OF-WAY
 FJ1060'FENCE CORNER AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 FJ1060'A WHITE POST WAS SET 4 FEET WEST OF THE MARK.  THE UNDERGROUND
 FJ1060'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 FJ1060'THE GROUND SURFACE.
 FJ1060'
 FJ1060'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UNION CITY NO 1
 FJ1060'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1060'PROJECTING 5 INCHES.  IT IS 73 FEET EAST OF A POWERLINE POLE,
 FJ1060'38 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD,
 FJ1060'36 FEET SOUTH OF THE CENTER OF HIGHWAY 152, 4 FEET EAST OF
 FJ1060'A ROAD RIGHT-OF-WAY FENCE CORNER AND 1 FOOT NORTH OF A
 FJ1060'RIGHT-OF-WAY FENCE.
 FJ1060'
 FJ1060'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UNION CITY NO
 FJ1060'2 1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 FJ1060'PROJECTING 6 INCHES.  IT IS 72 FEET NORTH OF THE POWERLINE
 FJ1060'POLE, 35 FEET WEST OF THE CENTER OF THE GRADED ROAD, 33 FEET
 FJ1060'NORTH OF THE CENTER OF HIGHWAY 152, 3 FEET WEST OF A ROAD
 FJ1060'RIGHT-OF-WAY FENCE CORNER AND 1 FOOT SOUTH OF A ROAD
 FJ1060'RIGHT-OF-WAY FENCE.
 FJ1060'
 FJ1060'AZIMUTH MARK IS A STANDARD DISK, STAMPED UNION CITY 1957,
 FJ1060'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 FJ1060'5 INCHES.  IT IS 145 FEET WEST OF A POWERLINE POLE, 100 FEET WEST
 FJ1060'OF A ROAD RIGHT-OF-WAY FENCE CORNER, 34 FEET SOUTH OF THE
 FJ1060'CENTER OF HIGHWAY 152 AND 1 FOOT NORTH OF A ROAD RIGHT-OF-WAY
 FJ1060'FENCE.  A WHITE POST WAS SET 2 FEET WEST OF THE MARK.
 FJ1060
 FJ1060                          STATION RECOVERY (1988)
 FJ1060
 FJ1060'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1988 (BAL)
 FJ1060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1076 ***********************************************************************
 FJ1076  DESIGNATION -  UNION CITY FARMERS GRAIN ELEV
 FJ1076  PID         -  FJ1076
 FJ1076  STATE/COUNTY-  OK/CANADIAN
 FJ1076  COUNTRY     -  US
 FJ1076  USGS QUAD   -  UNION CITY (2018)
 FJ1076
 FJ1076                         *CURRENT SURVEY CONTROL
 FJ1076  ______________________________________________________________________
 FJ1076* NAD 83(1993) POSITION- 35 23 35.61709(N) 097 56 21.04814(W)   ADJUSTED
 FJ1076  ______________________________________________________________________
 FJ1076  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 FJ1076  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 FJ1076  HORZ ORDER      -  THIRD
 FJ1076
 FJ1076.The horizontal coordinates were established by classical geodetic methods
 FJ1076.and adjusted by the National Geodetic Survey in November 1994.
 FJ1076
 FJ1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1076.GEOID18 height accuracy estimate available here.
 FJ1076
 FJ1076.Click photographs - Photos may exist for this station.
 FJ1076
 FJ1076.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1076
 FJ1076. The following values were computed from the NAD 83(1993) position.
 FJ1076
 FJ1076;                    North         East     Units Scale Factor Converg.
 FJ1076;SPC OK N     -    43,631.887   605,525.649   MT  1.00003601   +0 02 09.2
 FJ1076;SPC OK N     -   143,148.95  1,986,628.73   sFT  1.00003601   +0 02 09.2
 FJ1076;SPC OK S     -   228,502.894   605,525.647   MT  1.00003551   +0 02 04.3
 FJ1076;SPC OK S     -   749,679.91  1,986,628.73   sFT  1.00003551   +0 02 04.3
 FJ1076;UTM  14      - 3,917,168.433   596,338.028   MT  0.99971437   +0 36 52.0
 FJ1076
 FJ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9633817168(NAD 83)
 FJ1076
 FJ1076                          SUPERSEDED SURVEY CONTROL
 FJ1076
 FJ1076  NAD 83(1986)-  35 23 35.62229(N)    097 56 21.03170(W) AD(       ) 3
 FJ1076  NAD 27      -  35 23 35.41890(N)    097 56 19.85426(W) AD(       ) 3
 FJ1076
 FJ1076.Superseded values are not recommended for survey control.
 FJ1076
 FJ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1076.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1076
 FJ1076_MARKER: 65 = GRAIN ELEVATOR
 FJ1076
 FJ1076  HISTORY     - Date     Condition        Report By
 FJ1076  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1076  HISTORY     - 1988     GOOD             USPSQD
 FJ1076
 FJ1076                          STATION DESCRIPTION
 FJ1076
 FJ1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1076'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF UNION CITY,
 FJ1076'0.05 MILE NORTH OF JUNCTION U.S. HIGHWAY 81 AND STATE HIGHWAY
 FJ1076'152, AND 0.1 MILE WEST OF U.S. HIGHWAY 81.
 FJ1076'
 FJ1076'IT IS A METAL COVERED WOODEN STRUCTURE 65 FEET IN HEIGHT,
 FJ1076'SILVER IN COLOR AND SOUTH ONE OF TWO ELEVATORS.  THE POINT
 FJ1076'INTERSECTED WAS THE TOP-CENTER.
 FJ1076
 FJ1076                          STATION RECOVERY (1988)
 FJ1076
 FJ1076'RECOVERY NOTE BY US POWER SQUADRON 1988 (CSF)
 FJ1076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1074 ***********************************************************************
 FJ1074  DESIGNATION -  UNION CITY ST JOSEPHS CATH CH
 FJ1074  PID         -  FJ1074
 FJ1074  STATE/COUNTY-  OK/CANADIAN
 FJ1074  COUNTRY     -  US
 FJ1074  USGS QUAD   -  UNION CITY (2018)
 FJ1074
 FJ1074                         *CURRENT SURVEY CONTROL
 FJ1074  ______________________________________________________________________
 FJ1074* NAD 83(1993) POSITION- 35 23 42.54062(N) 097 56 29.62833(W)   ADJUSTED
 FJ1074  ______________________________________________________________________
 FJ1074  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 FJ1074  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 FJ1074  HORZ ORDER      -  THIRD
 FJ1074
 FJ1074.The horizontal coordinates were established by classical geodetic methods
 FJ1074.and adjusted by the National Geodetic Survey in November 1994.
 FJ1074
 FJ1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1074.GEOID18 height accuracy estimate available here.
 FJ1074
 FJ1074.Click photographs - Photos may exist for this station.
 FJ1074
 FJ1074.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1074
 FJ1074. The following values were computed from the NAD 83(1993) position.
 FJ1074
 FJ1074;                    North         East     Units Scale Factor Converg.
 FJ1074;SPC OK N     -    43,845.137   605,308.984   MT  1.00003556   +0 02 04.2
 FJ1074;SPC OK N     -   143,848.59  1,985,917.89   sFT  1.00003556   +0 02 04.2
 FJ1074;SPC OK S     -   228,716.149   605,308.987   MT  1.00003599   +0 01 59.4
 FJ1074;SPC OK S     -   750,379.57  1,985,917.90   sFT  1.00003599   +0 01 59.4
 FJ1074;UTM  14      - 3,917,379.416   596,119.291   MT  0.99971385   +0 36 47.2
 FJ1074
 FJ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9611917379(NAD 83)
 FJ1074
 FJ1074                          SUPERSEDED SURVEY CONTROL
 FJ1074
 FJ1074  NAD 83(1986)-  35 23 42.54581(N)    097 56 29.61192(W) AD(       ) 3
 FJ1074  NAD 27      -  35 23 42.34212(N)    097 56 28.43606(W) AD(       ) 3
 FJ1074
 FJ1074.Superseded values are not recommended for survey control.
 FJ1074
 FJ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1074.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1074
 FJ1074_MARKER: 90 = CHURCH SPIRE
 FJ1074
 FJ1074  HISTORY     - Date     Condition        Report By
 FJ1074  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1074
 FJ1074                          STATION DESCRIPTION
 FJ1074
 FJ1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1074'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF UNION CITY,
 FJ1074'0.2 MILE NORTH OF JUNCTION U.S. HIGHWAY 81 AND STATE HIGHWAY
 FJ1074'152, AND 0.2 MILE WEST OF U.S. HIGHWAY 81.
 FJ1074'
 FJ1074'IT IS SILVER IN COLOR, 70 FEET IN HEIGHT AND ERECTED ON
 FJ1074'THE TAN BRICK CHURCH.  THE POINT INTERSECTED WAS THE APEX
 FJ1074'OF THE SPIRE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1075 ***********************************************************************
 FJ1075  DESIGNATION -  UNION RED ELEV CENTER TOP
 FJ1075  PID         -  FJ1075
 FJ1075  STATE/COUNTY-  OK/CANADIAN
 FJ1075  COUNTRY     -  US
 FJ1075  USGS QUAD   -  UNION CITY (2018)
 FJ1075
 FJ1075                         *CURRENT SURVEY CONTROL
 FJ1075  ______________________________________________________________________
 FJ1075* NAD 83(1993) POSITION- 35 23 38.66586(N) 097 56 22.30738(W)   ADJUSTED
 FJ1075  ______________________________________________________________________
 FJ1075  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 FJ1075  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 FJ1075  HORZ ORDER      -  THIRD
 FJ1075
 FJ1075.The horizontal coordinates were established by classical geodetic methods
 FJ1075.and adjusted by the National Geodetic Survey in November 1994.
 FJ1075
 FJ1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1075.GEOID18 height accuracy estimate available here.
 FJ1075
 FJ1075.Click photographs - Photos may exist for this station.
 FJ1075
 FJ1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1075
 FJ1075. The following values were computed from the NAD 83(1993) position.
 FJ1075
 FJ1075;                    North         East     Units Scale Factor Converg.
 FJ1075;SPC OK N     -    43,725.830   605,493.812   MT  1.00003581   +0 02 08.5
 FJ1075;SPC OK N     -   143,457.16  1,986,524.28   sFT  1.00003581   +0 02 08.5
 FJ1075;SPC OK S     -   228,596.838   605,493.811   MT  1.00003572   +0 02 03.6
 FJ1075;SPC OK S     -   749,988.13  1,986,524.28   sFT  1.00003572   +0 02 03.6
 FJ1075;UTM  14      - 3,917,262.019   596,305.254   MT  0.99971430   +0 36 51.4
 FJ1075
 FJ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9630517262(NAD 83)
 FJ1075
 FJ1075                          SUPERSEDED SURVEY CONTROL
 FJ1075
 FJ1075  NAD 83(1986)-  35 23 38.67064(N)    097 56 22.29144(W) AD(       ) 3
 FJ1075  NAD 27      -  35 23 38.47200(N)    097 56 21.12300(W) AD(       ) 3
 FJ1075  USSD        -  35 23 38.39700(N)    097 56 21.46100(W) AD(       ) 3
 FJ1075
 FJ1075.Superseded values are not recommended for survey control.
 FJ1075
 FJ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1075.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1075
 FJ1075_MARKER: 65 = GRAIN ELEVATOR
 FJ1075
 FJ1075  HISTORY     - Date     Condition        Report By
 FJ1075  HISTORY     - 1902     FIRST OBSERVED   CGS
 FJ1075  HISTORY     - 1934     GOOD             CGS
 FJ1075
 FJ1075                          STATION DESCRIPTION
 FJ1075
 FJ1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ1075'ELEVATOR IS OWNED AND OPERATED BY FARMERS COOPERATIVE UNION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0946 ***********************************************************************
 FJ0946  DESIGNATION -  UNIVERSITY
 FJ0946  PID         -  FJ0946
 FJ0946  STATE/COUNTY-  OK/CLEVELAND
 FJ0946  COUNTRY     -  US
 FJ0946  USGS QUAD   -  NORMAN (2018)
 FJ0946
 FJ0946                         *CURRENT SURVEY CONTROL
 FJ0946  ______________________________________________________________________
 FJ0946* NAD 83(1993) POSITION- 35 12 14.25483(N) 097 26 00.34988(W)   ADJUSTED
 FJ0946* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 FJ0946  ______________________________________________________________________
 FJ0946  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 FJ0946  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 FJ0946  HORZ ORDER      -  SECOND
 FJ0946
 FJ0946.The horizontal coordinates were established by classical geodetic methods
 FJ0946.and adjusted by the National Geodetic Survey in November 1994.
 FJ0946
 FJ0946.The orthometric height was scaled from a topographic map.
 FJ0946
 FJ0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0946.GEOID18 height accuracy estimate available here.
 FJ0946
 FJ0946.Click photographs - Photos may exist for this station.
 FJ0946
 FJ0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0946
 FJ0946. The following values were computed from the NAD 83(1993) position.
 FJ0946
 FJ0946;                    North         East     Units Scale Factor Converg.
 FJ0946;SPC OK S     -   207,647.266   651,591.860   MT  0.99999433   +0 19 17.7
 FJ0946;SPC OK S     -   681,256.07  2,137,764.29   sFT  0.99999433   +0 19 17.7
 FJ0946;UTM  14      - 3,896,785.830   642,602.445   MT  0.99985062   +0 54 11.7
 FJ0946
 FJ0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0946!SPC OK S     -   0.99994890  x   0.99999433  =   0.99994323
 FJ0946!UTM  14      -   0.99994890  x   0.99985062  =   0.99979953
 FJ0946
 FJ0946:                Primary Azimuth Mark                     Grid Az
 FJ0946:SPC OK S     -  UNIVERSITY AZ MK                         092 07 26.7
 FJ0946:UTM  14      -  UNIVERSITY AZ MK                         091 32 32.7
 FJ0946
 FJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4260296785(NAD 83)
 FJ0946
 FJ0946|---------------------------------------------------------------------|
 FJ0946| PID    Reference Object                     Distance      Geod. Az  |
 FJ0946|                                                           dddmmss.s |
 FJ0946| CL5640 UNIVERSITY RM 1                      19.652 METERS 04720     |
 FJ0946| FJ0940 22 B 11 TT                           28.086 METERS 06936     |
 FJ0946| FJ0941 33                                   31.953 METERS 09051     |
 FJ0946| CL5639 UNIVERSITY AZ MK                                   0922644.4 |
 FJ0946| CL5641 UNIVERSITY RM 2                      30.504 METERS 13728     |
 FJ0946| FJ0955 NORMAN SOUTH MUNICIPAL TANK          32.012 METERS 16020     |
 FJ0946|---------------------------------------------------------------------|
 FJ0946
 FJ0946                          SUPERSEDED SURVEY CONTROL
 FJ0946
 FJ0946  NAD 83(1986)-  35 12 14.26114(N)    097 26 00.33341(W) AD(       ) 2
 FJ0946  NAD 27      -  35 12 14.01941(N)    097 25 59.21540(W) AD(       ) 2
 FJ0946
 FJ0946.Superseded values are not recommended for survey control.
 FJ0946
 FJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0946.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0946
 FJ0946_MARKER: DS = TRIANGULATION STATION DISK
 FJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0946_STAMPING: UNIVERSITY 1957
 FJ0946_MARK LOGO: CGS
 FJ0946_PROJECTION: FLUSH
 FJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0946+STABILITY: SURFACE MOTION
 FJ0946
 FJ0946  HISTORY     - Date     Condition        Report By
 FJ0946  HISTORY     - 1957     MONUMENTED       CGS
 FJ0946  HISTORY     - 20100617 MARK NOT FOUND   GEOCAC
 FJ0946
 FJ0946                          STATION DESCRIPTION
 FJ0946
 FJ0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0946'STATION IS ABOUT 1-1/4 MILES SOUTHEAST OF THE CENTER OF
 FJ0946'NORMAN, 0.05 MILE WEST OF A CROSSROADS FORMED BY U.S. HIGHWAY
 FJ0946'77 AND LINDSAY ROAD, AT THE EXTREME SOUTHEAST CORNER OF
 FJ0946'THE UNIVERSITY OF OKLAHOMA CAMPUS, IN SECTION 32, T 9 N,
 FJ0946'R 2 W, AND ACROSS LINDSAY ROAD FROM THE SOUTH NORMAN MUNICIPAL
 FJ0946'WATER TANK.
 FJ0946'
 FJ0946'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 FJ0946'CONCRETE POSTS.
 FJ0946'
 FJ0946'STATION MARKS ARE STAMPED UNIVERSITY 1957.  THE SURFACE
 FJ0946'MARK IS FLUSH WITH THE GROUND AND IS 133 FEET WEST OF THE
 FJ0946'WEST RAIL OF A RAILROAD TRACK, 64 FEET SOUTHWEST OF A POWERLINE
 FJ0946'POLE, 40 FEET NORTH OF THE CENTER OF LINDSAY ROAD AND 30
 FJ0946'FEET NORTHEAST OF THE CENTER OF THE TOP OF A ROCK GATE POST.
 FJ0946'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FJ0946'30 INCHES BELOW GROUND SURFACE.
 FJ0946'
 FJ0946'REFERENCE MARK 1 PROJECTS 6 INCHES AND IS STAMPED UNIVERSITY
 FJ0946'NO 1 1957.  IT IS 84 FEET NORTH OF THE CENTER OF LINDSAY
 FJ0946'ROAD, 58 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 FJ0946'1 FOOT SOUTHEAST OF A POWERLINE POLE AND 1 FOOT NORTHWEST
 FJ0946'OF A WHITE WITNESS POST.
 FJ0946'
 FJ0946'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED UNIVERSITY
 FJ0946'NO 2 1957.  IT IS 101 FEET WEST OF THE WEST RAIL OF THE
 FJ0946'RAILROAD TRACK, 35 FEET SOUTH OF THE CENTER OF LINDSAY ROAD
 FJ0946'AND 18 FEET EAST OF THE NORTHEAST LEG OF THE WATER TANK.
 FJ0946'
 FJ0946'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ON
 FJ0946'LINDSAY ROAD (CROSSING RAILROAD TRACKS AND U.S. HIGHWAY 77)
 FJ0946'FOR 0.25 MILE TO TOP OF GRADE AND MARK ON RIGHT.  THE MARK
 FJ0946'PROJECTS 6 INCHES AND IS STAMPED UNIVERSITY 1957.  IT IS
 FJ0946'119 FEET WEST OF THE CENTER OF VIRGINIA STREET (EXTENDED),
 FJ0946'73 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 40
 FJ0946'FEET EAST OF A POWERLINE POLE AND 1 FOOT NORTH OF A ROAD
 FJ0946'RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS SET 1 FOOT
 FJ0946'EAST OF THE MARK.
 FJ0946'
 FJ0946'A UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY
 FJ0946'DISK, STAMPED 22 B 11 T T 1934, SET IN A 6 INCH SQUARE CONCRETE
 FJ0946'POST PROJECTING 10 INCHES, IS NEAR THE CENTER OF A SMALL
 FJ0946'TRIANGLE FORMED BY 5 IRON POSTS AND 29 FEET WEST OF THE
 FJ0946'WEST RAIL OF THE RAILROAD TRACKS.  A TRAVERSE CONNECTION
 FJ0946'WAS MADE.
 FJ0946'
 FJ0946'A UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 FJ0946'NO 33 1152 OKLAHOMA, IS FASTENED TO THE TOP OF A 3 INCH
 FJ0946'IRON PIPE AND PROJECTS 12 INCHES.  THE PIPE IS LOOSE AND
 FJ0946'LEANING TO THE NORTH.  IT IS 28 FEET WEST OF THE WEST RAIL
 FJ0946'OF THE RAILROAD TRACKS.  A TRAVERSE CONNECTION WAS MADE.
 FJ0946'
 FJ0946'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ0946
 FJ0946                          STATION RECOVERY (2010)
 FJ0946
 FJ0946'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ0946'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 FJ0946'MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0512 ***********************************************************************
 GJ0512  DESIGNATION -  UPAS
 GJ0512  PID         -  GJ0512
 GJ0512  STATE/COUNTY-  OK/ALFALFA
 GJ0512  COUNTRY     -  US
 GJ0512  USGS QUAD   -  HELENA (2018)
 GJ0512
 GJ0512                         *CURRENT SURVEY CONTROL
 GJ0512  ______________________________________________________________________
 GJ0512* NAD 83(1997) POSITION- 36 37 02.57465(N) 098 17 19.55424(W)   ADJUSTED
 GJ0512* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 GJ0512  ______________________________________________________________________
 GJ0512  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 GJ0512  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 GJ0512  HORZ ORDER      -  SECOND
 GJ0512
 GJ0512.The horizontal coordinates were established by classical geodetic methods
 GJ0512.and adjusted by the National Geodetic Survey in October 1998.
 GJ0512
 GJ0512.The orthometric height was scaled from a topographic map.
 GJ0512
 GJ0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0512.GEOID18 height accuracy estimate available here.
 GJ0512
 GJ0512.Click photographs - Photos may exist for this station.
 GJ0512
 GJ0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0512
 GJ0512. The following values were computed from the NAD 83(1997) position.
 GJ0512
 GJ0512;                    North         East     Units Scale Factor Converg.
 GJ0512;SPC OK N     -   179,495.402   574,168.977   MT  0.99997617   -0 10 13.5
 GJ0512;SPC OK N     -   588,894.50  1,883,752.72   sFT  0.99997617   -0 10 13.5
 GJ0512;UTM  14      - 4,052,664.121   563,599.034   MT  0.99964983   +0 25 27.3
 GJ0512
 GJ0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0512!SPC OK N     -   0.99993749  x   0.99997617  =   0.99991366
 GJ0512!UTM  14      -   0.99993749  x   0.99964983  =   0.99958734
 GJ0512
 GJ0512:                Primary Azimuth Mark                     Grid Az
 GJ0512:SPC OK N     -  UPAS AZ MK                               343 07 13.7
 GJ0512:UTM  14      -  UPAS AZ MK                               342 31 32.9
 GJ0512
 GJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6359952664(NAD 83)
 GJ0512
 GJ0512|---------------------------------------------------------------------|
 GJ0512| PID    Reference Object                     Distance      Geod. Az  |
 GJ0512|                                                           dddmmss.s |
 GJ0512| GJ0507 JET MUNICIPAL WATER TANK            APPROX.11.0 KM 0604728.0 |
 GJ0512| GJ0510 HELENA MUNICIPAL WATER TANK         APPROX. 8.1 KM 1673832.9 |
 GJ0512| CL3513 UPAS RM 1                            20.647 METERS 19732     |
 GJ0512| CL3514 UPAS RM 2                             9.231 METERS 31655     |
 GJ0512| GJ0522 CHEROKEE REA SHORT WAVE MAST        APPROX.16.4 KM 3361236.6 |
 GJ0512| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.17.2 KM 3391000.1 |
 GJ0512| CL3512 UPAS AZ MK                                         3425700.2 |
 GJ0512|---------------------------------------------------------------------|
 GJ0512
 GJ0512                          SUPERSEDED SURVEY CONTROL
 GJ0512
 GJ0512  NAD 83(1993)-  36 37 02.57497(N)    098 17 19.55470(W) AD(       ) 2
 GJ0512  NAD 83(1986)-  36 37 02.57953(N)    098 17 19.54242(W) AD(       ) 2
 GJ0512  NAD 27      -  36 37 02.46747(N)    098 17 18.28505(W) AD(       ) 2
 GJ0512
 GJ0512.Superseded values are not recommended for survey control.
 GJ0512
 GJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0512.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0512
 GJ0512_MARKER: DS = TRIANGULATION STATION DISK
 GJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0512_STAMPING: UPAS 1951
 GJ0512_MARK LOGO: CGS
 GJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0512+STABILITY: SURFACE MOTION
 GJ0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0512+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 GJ0512
 GJ0512  HISTORY     - Date     Condition        Report By
 GJ0512  HISTORY     - 1951     MONUMENTED       CGS
 GJ0512  HISTORY     - 20120402 GOOD             INDIV
 GJ0512
 GJ0512                          STATION DESCRIPTION
 GJ0512
 GJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0512'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF CHEROKEE AND IS ON
 GJ0512'LAND OWNED BY MR. J. F. BROWN.  IT IS SITUATED AT THE HIGHEST POINT
 GJ0512'OF A LOW RIDGE, 21 FEET EAST OF A FENCE LINE AND 4 FEET WEST OF A
 GJ0512'WITNESS POST.  IT IS STAMPED UPAS 1951 AND PROJECTS 4 INCHES ABOVE
 GJ0512'THE SURFACE OF THE GROUND.
 GJ0512'
 GJ0512'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE.  IT IS STAMPED UPAS
 GJ0512'NO 1 1951 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 GJ0512'
 GJ0512'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE.  IT IS STAMPED UPAS
 GJ0512'NO 2 1951 AND PROJECTS 8 INCHES ABOVE THE GROUND.
 GJ0512'
 GJ0512'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2 IS 86.7
 GJ0512'FEET.
 GJ0512'
 GJ0512'THE AZIMUTH MARK IS LOCATED IN A FENCE LINE, 30 FEET SOUTH FROM THE
 GJ0512'CENTER OF THE ROAD AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 GJ0512'UPAS 1951 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 GJ0512'
 GJ0512'TO REACH THE STATION FROM THE COURT HOUSE IN CHEROKEE, GO SOUTHERLY
 GJ0512'AND EAST ON U. S. HIGHWAY 64 FOR 8.9 MILES TO A CROSSROAD.  TURN
 GJ0512'RIGHT ON A GRAVELED ROAD AND GO SOUTH FOR 3.0 MILES TO A CROSSROAD,
 GJ0512'TURN LEFT ON A GRADED ROAD AND GO EAST FOR 1.0 MILE TO THE
 GJ0512'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.1
 GJ0512'MILE TO A BOARD GATE ON THE RIGHT, PASS THROUGH GATE AND FOLLOW TRACK
 GJ0512'ROAD SOUTHERLY FOR 0.35 MILE TO THE HIGHEST POINT IN THE FIELD AND
 GJ0512'THE STATION AS DESCRIBED.
 GJ0512'
 GJ0512'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GJ0512
 GJ0512                          STATION RECOVERY (2012)
 GJ0512
 GJ0512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 GJ0512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0162 ***********************************************************************
 EM0162  FBN         -  This is a Federal Base Network Control Station.
 EM0162  DESIGNATION -  UPTO
 EM0162  PID         -  EM0162
 EM0162  STATE/COUNTY-  OK/KIOWA
 EM0162  COUNTRY     -  US
 EM0162  USGS QUAD   -  SNYDER (2018)
 EM0162
 EM0162                         *CURRENT SURVEY CONTROL
 EM0162  ______________________________________________________________________
 EM0162* NAD 83(2011) POSITION- 34 40 40.80224(N) 098 57 02.59088(W)   ADJUSTED
 EM0162* NAD 83(2011) ELLIP HT-   397.219 (meters)        (06/27/12)   ADJUSTED
 EM0162* NAD 83(2011) EPOCH   -  2010.00
 EM0162* NAVD 88 ORTHO HEIGHT -   422.909 (meters)     1387.49  (feet) ADJUSTED
 EM0162  ______________________________________________________________________
 EM0162  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 EM0162  NAD 83(2011) X  -   -817,001.225 (meters)                     COMP
 EM0162  NAD 83(2011) Y  - -5,187,214.504 (meters)                     COMP
 EM0162  NAD 83(2011) Z  -  3,608,773.868 (meters)                     COMP
 EM0162  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 EM0162  DYNAMIC HEIGHT  -        422.490 (meters)     1386.12  (feet) COMP
 EM0162  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 EM0162
 EM0162  VERT ORDER      -  SECOND    CLASS 0
 EM0162
 EM0162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0162  Standards:
 EM0162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0162  -------------------------------------------------------------------
 EM0162  NETWORK    0.43   0.96           0.19   0.16   0.49      0.08820502
 EM0162  -------------------------------------------------------------------
 EM0162  Click here for local accuracies and other accuracy information.
 EM0162
 EM0162.The horizontal coordinates were established by GPS observations
 EM0162.and adjusted by the National Geodetic Survey in June 2012.
 EM0162
 EM0162.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0162.been affixed to the stable North American tectonic plate. See 
 EM0162.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0162
 EM0162.The horizontal coordinates are valid at the epoch date displayed above
 EM0162.which is a decimal equivalence of Year/Month/Day.
 EM0162
 EM0162.The orthometric height was determined by differential leveling and
 EM0162.adjusted by the NATIONAL GEODETIC SURVEY
 EM0162.in June 1991.
 EM0162
 EM0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0162.GEOID18 height accuracy estimate available here.
 EM0162
 EM0162.Click photographs - Photos may exist for this station.
 EM0162
 EM0162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0162
 EM0162.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0162
 EM0162.The ellipsoidal height was determined by GPS observations
 EM0162.and is referenced to NAD 83.
 EM0162
 EM0162.The dynamic height is computed by dividing the NAVD 88
 EM0162.geopotential number by the normal gravity value computed on the
 EM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0162.degrees latitude (g = 980.6199 gals.).
 EM0162
 EM0162.The modeled gravity was interpolated from observed gravity values.
 EM0162
 EM0162. The following values were computed from the NAD 83(2011) position.
 EM0162
 EM0162;                    North         East     Units Scale Factor Converg.
 EM0162;SPC OK S     -   149,565.530   512,878.678   MT  0.99993728   -0 32 22.7
 EM0162;SPC OK S     -   490,699.58  1,682,669.46   sFT  0.99993728   -0 32 22.7
 EM0162;UTM  14      - 3,837,336.610   504,514.455   MT  0.99960025   +0 01 40.9
 EM0162
 EM0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0162!SPC OK S     -   0.99993765  x   0.99993728  =   0.99987494
 EM0162!UTM  14      -   0.99993765  x   0.99960025  =   0.99953793
 EM0162
 EM0162:                Primary Azimuth Mark                     Grid Az
 EM0162:SPC OK S     -  SNYDER                                   157 17 54.5
 EM0162:UTM  14      -  SNYDER                                   156 43 50.9
 EM0162
 EM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0451437336(NAD 83)
 EM0162
 EM0162|---------------------------------------------------------------------|
 EM0162| PID    Reference Object                     Distance      Geod. Az  |
 EM0162|                                                           dddmmss.s |
 EM0162| EM0163 UPTO RM 1                             8.820 METERS 00538     |
 EM0162| EM0856 SNYDER                              APPROX. 3.8 KM 1564531.8 |
 EM0162| EM0854 SNYDER MUNICIPAL TANK               APPROX. 2.7 KM 1782328.2 |
 EM0162| CX8892 UPTO RM 2                            18.455 METERS 22526     |
 EM0162| EM0853 MOUNTAIN PARK MUNICIPAL TANK        APPROX. 1.5 KM 3592929.0 |
 EM0162|---------------------------------------------------------------------|
 EM0162
 EM0162                          SUPERSEDED SURVEY CONTROL
 EM0162
 EM0162  NAD 83(2007)-  34 40 40.80214(N)    098 57 02.59130(W) AD(2002.00) 0
 EM0162  ELLIP H (02/10/07)  397.237  (m)                       GP(2002.00)    
 EM0162  ELLIP H (06/09/00)  397.239  (m)                       GP(       ) 2 2
 EM0162  NAD 83(1993)-  34 40 40.80237(N)    098 57 02.59135(W) AD(       ) B
 EM0162  ELLIP H (05/09/94)  397.298  (m)                       GP(       ) 4 2
 EM0162  NAD 83(1986)-  34 40 40.81253(N)    098 57 02.57984(W) AD(       ) 2
 EM0162  NAD 27      -  34 40 40.56230(N)    098 57 01.30700(W) AD(       ) 2
 EM0162  NAVD 88             422.91   (m)         1387.5    (f) LEVELING    3  
 EM0162  NGVD 29 (??/??/92)  422.772  (m)         1387.04   (f) ADJ UNCH    2 0
 EM0162  NGVD 29             422.77   (m)         1387.0    (f) LEVELING    3  
 EM0162
 EM0162.Superseded values are not recommended for survey control.
 EM0162
 EM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0162.See file dsdata.pdf to determine how the superseded data were derived.
 EM0162
 EM0162_MARKER: DS = TRIANGULATION STATION DISK
 EM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0162_STAMPING: UPTO 1961
 EM0162_MARK LOGO: CGS
 EM0162_PROJECTION: FLUSH
 EM0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0162+STABILITY: SURFACE MOTION
 EM0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0162+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0162
 EM0162  HISTORY     - Date     Condition        Report By
 EM0162  HISTORY     - 1961     MONUMENTED       CGS
 EM0162  HISTORY     - 1961     GOOD             CGS
 EM0162  HISTORY     - 1963     GOOD             CGS
 EM0162  HISTORY     - 1988     GOOD             NGS
 EM0162  HISTORY     - 19930411 GOOD             NGS
 EM0162  HISTORY     - 19990819 GOOD             NGS
 EM0162  HISTORY     - 20010913 GOOD             LOCSUR
 EM0162  HISTORY     - 20140424 GOOD             INDIV
 EM0162  HISTORY     - 20180711 GOOD             OKDOT
 EM0162
 EM0162                          STATION DESCRIPTION
 EM0162
 EM0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0162'THE STATION IS ABOUT 1-1/4 MILES NORTH OF SNYDER AND ON THE
 EM0162'RIGHT-OF-WAY OF U.S. HIGHWAY 183.  IT IS 102.6 FEET NORTHEAST
 EM0162'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 39 FEET WEST OF
 EM0162'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF A TELEPHONE
 EM0162'POLE AND 11.0 FEET WEST OF A METAL WITNESS POST.  THE SQUARE
 EM0162'CONCRETE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EM0162'UPTO 1961.
 EM0162'
 EM0162'REFERENCE MARK 1 IS 35 FEET SOUTH OF A POWER POLE, 40 FEET
 EM0162'WEST OF THE CENTER LINE OF THE HIGHWAY AND 34.5 FEET NORTH OF
 EM0162'THE METAL WITNESS POST.  THE CONCRETE MONUMENT PROJECTS 4
 EM0162'INCHES AND THE DISK IS STAMPED UPTO NO 1 1961.
 EM0162'
 EM0162'REFERENCE MARK 2 IS 78 FEET WEST OF THE CENTER LINE OF THE
 EM0162'HIGHWAY, 64.7 FEET SOUTHWEST OF THE METAL WITNESS POST AND 43
 EM0162'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE.
 EM0162'THE CONCRETE MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND
 EM0162'AND THE DISK IS STAMPED UPTO NO 2 1961.
 EM0162'
 EM0162'TO REACH THE STATION FROM THE POST OFFICE IN SNYDER, GO
 EM0162'NORTHERLY ON U.S. HIGHWAY 183 FOR 1.25 MILES TO THE STATION
 EM0162'ON THE LEFT, WEST, SIDE OF THE ROAD.
 EM0162'
 EM0162'NOTE--STATION SNYDER 1935 MAY BE USED AS AN AZIMUTH MARK.
 EM0162'
 EM0162'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EM0162
 EM0162                          STATION RECOVERY (1961)
 EM0162
 EM0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0162'1.2 MI N FROM SNYDER.
 EM0162'1.25 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE IN
 EM0162'SNYDER, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 39
 EM0162'FEET WEST OF THE CENTER OF THE HIGHWAY, 12 FEET NORTHWEST OF A
 EM0162'TELEPHONE POLE, AND 11.0 FEET WEST OF A WITNESS POST.
 EM0162
 EM0162                          STATION RECOVERY (1963)
 EM0162
 EM0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0162'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EM0162'CONDITION AS DESCRIBED.
 EM0162
 EM0162                          STATION RECOVERY (1988)
 EM0162
 EM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0162'THE STATION WAS RECOVERED AT THIS DATE.
 EM0162'OTHER MARKS WERE NOT SEARCHED FOR.
 EM0162'
 EM0162'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 EM0162'NORTH OF SNYDER AND ON RIGHT-OF-WAY OF US HIGHWAY 183.
 EM0162'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION, OKLAHOMA CITY, OK
 EM0162'73105, PHONE 405-521-2554.
 EM0162'THIS STATION IS ALSO NEAR PROPERTY OWNED BY MR. FLOYD PATTERSON,
 EM0162'ROUTE 2, BOX 17, SNYDER OK 73566, PHONE 405-569-2573.
 EM0162'
 EM0162'TO REACH THE STATION FROM THE SNYDER 1930 CITY HALL IN SNYDER, GO
 EM0162'NORTH ON US HIGHWAY 183 FOR 2.3 KM (1.4 MI) TO THE STATION ON THE
 EM0162'LEFT.
 EM0162'
 EM0162'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---UPTO
 EM0162'1961---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 EM0162'WITH THE GROUND SURFACE.  LOCATED 31.3 METERS (102.6 FT) NORTHEAST
 EM0162'FROM NORTHEAST CORNER OF FRAME HOUSE, 11.4 METERS (37.5 FT) WEST
 EM0162'FROM CENTER OF US HIGHWAY 183 AND 3.7 METERS (12.0 FT) NORTHWEST
 EM0162'FROM TELEPHONE POLE AND A FIBERGLASS WITNESS POST.
 EM0162'
 EM0162'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0162'
 EM0162'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0162'
 EM0162'DESCRIBED BY D.A. BOWLING.
 EM0162
 EM0162                          STATION RECOVERY (1993)
 EM0162
 EM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EM0162'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 EM0162'WERE NOT RECOVERED.  THE HOUSE AT THE STATION SITE HAS BEEN REMOVED
 EM0162'ALONG WITH MOST OF THE REFERENCE POINTS.
 EM0162'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF SNYDER, ALONG US
 EM0162'HIGHWAY 183, ON THE RIGHT-OF-WAY, AT THE SOUTH END OF A SLIGHT CURVE,
 EM0162'AT A METAL SHOP-TYPE BUILDING, IN GRASS, IN A CIRCULAR DIRT DRIVE.
 EM0162'OWNERSHIP--OKLAHOMA DEPARTMENT OF TRANSPORTATION.
 EM0162'TO REACH FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAYS 62 AND 183
 EM0162'ABOUT 2 KM (1.25 MI) SOUTH OF SNYDER, GO NORTH ON HIGHWAY 183 FOR
 EM0162'2.98 KM (1.85 MI) TO THE RAILROAD CROSSING IN SNYDER.  CONTINUE AHEAD
 EM0162'FOR 1.53 KM (0.95 MI) TO THE BEGINNING OF A CURVE AND THE STATION ON
 EM0162'THE LEFT.
 EM0162'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 2 CM
 EM0162'BELOW GROUND.  IT IS 17.2 M (56.4 FT) WEST OF, AND SLIGHTLY LOWER
 EM0162'THAN THE HIGHWAY CENTER, 0.2 M (0.7 FT) EAST OF A FIBERGLASS WITNESS
 EM0162'POST, 19.8 M (65.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE 0267-02-8874,
 EM0162'22.5 M (73.8 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 23.6 M
 EM0162'(77.4 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER, AND 0.4 M (1.3 FT)
 EM0162'NORTH OF THE EXTENDED SOUTH WALL OF THE BUILDING.
 EM0162
 EM0162                          STATION RECOVERY (1999)
 EM0162
 EM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EM0162'RECOVERED AS DESCRIBED.
 EM0162
 EM0162                          STATION RECOVERY (2001)
 EM0162
 EM0162'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 EM0162'RECOVERED IN GOOD CONDITION.
 EM0162
 EM0162                          STATION RECOVERY (2014)
 EM0162
 EM0162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JW)
 EM0162'RECOVERED IN GOOD CONDITION.
 EM0162
 EM0162                          STATION RECOVERY (2018)
 EM0162
 EM0162'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0163 ***********************************************************************
 EM0163  DESIGNATION -  UPTO RM 1
 EM0163  PID         -  EM0163
 EM0163  STATE/COUNTY-  OK/KIOWA
 EM0163  COUNTRY     -  US
 EM0163  USGS QUAD   -  SNYDER (2018)
 EM0163
 EM0163                         *CURRENT SURVEY CONTROL
 EM0163  ______________________________________________________________________
 EM0163* NAD 83(1986) POSITION- 34 40 41.09   (N) 098 57 02.56   (W)   HD_HELD1
 EM0163* NAVD 88 ORTHO HEIGHT -   422.752 (meters)     1386.98  (feet) ADJUSTED
 EM0163  ______________________________________________________________________
 EM0163  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 EM0163  DYNAMIC HEIGHT  -        422.333 (meters)     1385.60  (feet) COMP
 EM0163  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 EM0163
 EM0163  VERT ORDER      -  SECOND    CLASS 0
 EM0163
 EM0163.The horizontal coordinates were determined by differentially corrected
 EM0163.hand held GPS observations or other comparable positioning techniques
 EM0163.and have an estimated accuracy of +/- 3 meters.
 EM0163
 EM0163.The orthometric height was determined by differential leveling and
 EM0163.adjusted by the NATIONAL GEODETIC SURVEY
 EM0163.in June 1991.
 EM0163
 EM0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0163.GEOID18 height accuracy estimate available here.
 EM0163
 EM0163.Click photographs - Photos may exist for this station.
 EM0163
 EM0163.The dynamic height is computed by dividing the NAVD 88
 EM0163.geopotential number by the normal gravity value computed on the
 EM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0163.degrees latitude (g = 980.6199 gals.).
 EM0163
 EM0163.The modeled gravity was interpolated from observed gravity values.
 EM0163
 EM0163;                    North         East    Units  Estimated Accuracy
 EM0163;SPC OK S     -   149,574.4     512,879.5     MT  (+/- 3 meters HH1 GPS) 
 EM0163
 EM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0451537345(NAD 83)
 EM0163
 EM0163                          SUPERSEDED SURVEY CONTROL
 EM0163
 EM0163  NGVD 29 (??/??/92)  422.614  (m)         1386.53   (f) ADJ UNCH    2 0
 EM0163
 EM0163.Superseded values are not recommended for survey control.
 EM0163
 EM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0163.See file dsdata.pdf to determine how the superseded data were derived.
 EM0163
 EM0163_MARKER: DR = REFERENCE MARK DISK
 EM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0163_STAMPING: UPTO NO 1 1961
 EM0163_MARK LOGO: CGS
 EM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0163+STABILITY: SURFACE MOTION
 EM0163
 EM0163  HISTORY     - Date     Condition        Report By
 EM0163  HISTORY     - 1961     MONUMENTED       CGS
 EM0163  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0163
 EM0163                          STATION DESCRIPTION
 EM0163
 EM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0163'1.2 MI N FROM SNYDER.
 EM0163'1.25 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE POST OFFICE IN
 EM0163'SNYDER, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 40
 EM0163'FEET WEST OF THE CENTER OF THE HIGHWAY, AND 34.5 FEET NORTH OF A
 EM0163'WITNESS POST.
 EM0163
 EM0163                          STATION RECOVERY (1987)
 EM0163
 EM0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0290 ***********************************************************************
 GG0290  DESIGNATION -  UU 62
 GG0290  PID         -  GG0290
 GG0290  STATE/COUNTY-  OK/CRAIG
 GG0290  COUNTRY     -  US
 GG0290  USGS QUAD   -  BIG CABIN (2019)
 GG0290
 GG0290                         *CURRENT SURVEY CONTROL
 GG0290  ______________________________________________________________________
 GG0290* NAD 83(1986) POSITION- 36 33 55.     (N) 095 12 02.     (W)   SCALED
 GG0290* NAVD 88 ORTHO HEIGHT -   208.662 (meters)      684.59  (feet) ADJUSTED
 GG0290  ______________________________________________________________________
 GG0290  GEOID HEIGHT    -        -29.284 (meters)                     GEOID18
 GG0290  DYNAMIC HEIGHT  -        208.487 (meters)      684.01  (feet) COMP
 GG0290  MODELED GRAVITY -    979,788.1   (mgal)                       NAVD 88
 GG0290
 GG0290  VERT ORDER      -  SECOND    CLASS 0
 GG0290
 GG0290.The horizontal coordinates were scaled from a map and have
 GG0290.an estimated accuracy of +/- 6 seconds.
 GG0290
 GG0290.The orthometric height was determined by differential leveling and
 GG0290.adjusted by the NATIONAL GEODETIC SURVEY
 GG0290.in June 1991.
 GG0290
 GG0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0290.GEOID18 height accuracy estimate available here.
 GG0290
 GG0290.Click photographs - Photos may exist for this station.
 GG0290
 GG0290.The dynamic height is computed by dividing the NAVD 88
 GG0290.geopotential number by the normal gravity value computed on the
 GG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0290.degrees latitude (g = 980.6199 gals.).
 GG0290
 GG0290.The modeled gravity was interpolated from observed gravity values.
 GG0290
 GG0290;                    North         East    Units  Estimated Accuracy
 GG0290;SPC OK N     -   177,290.      850,550.      MT  (+/- 180 meters Scaled)
 GG0290
 GG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA030489(NAD 83)
 GG0290
 GG0290                          SUPERSEDED SURVEY CONTROL
 GG0290
 GG0290  NGVD 29 (??/??/92)  208.548  (m)          684.21   (f) ADJ UNCH    2 0
 GG0290
 GG0290.Superseded values are not recommended for survey control.
 GG0290
 GG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0290.See file dsdata.pdf to determine how the superseded data were derived.
 GG0290
 GG0290_MARKER: DB = BENCH MARK DISK
 GG0290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0290_SP_SET: CULVERT HEADWALL
 GG0290_STAMPING: UU 62 1934
 GG0290_MARK LOGO: CGS
 GG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0290+STABILITY: SURFACE MOTION
 GG0290
 GG0290  HISTORY     - Date     Condition        Report By
 GG0290  HISTORY     - 1934     MONUMENTED       CGS
 GG0290
 GG0290                          STATION DESCRIPTION
 GG0290
 GG0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0290'2.4 MI N FROM BIG CABIN.
 GG0290'SET ON THE SOUTHWEST CORNER OF CONCRETE CULVERT.  0.15 MILE
 GG0290'NORTH OF MISSOURI-KANSAS AND TEXAS RAILWAY SEMAPHORE 444.5.
 GG0290'10 FEET WEST OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0210 ***********************************************************************
 GK0210  DESIGNATION -  V 10
 GK0210  PID         -  GK0210
 GK0210  STATE/COUNTY-  OK/BEAVER
 GK0210  COUNTRY     -  US
 GK0210  USGS QUAD   -  RED HORSE CREEK (2018)
 GK0210
 GK0210                         *CURRENT SURVEY CONTROL
 GK0210  ______________________________________________________________________
 GK0210* NAD 83(1986) POSITION- 36 44 48.62   (N) 100 52 58.56   (W)   HD_HELD1
 GK0210* NAVD 88 ORTHO HEIGHT -   807.392 (meters)     2648.92  (feet) ADJUSTED
 GK0210  ______________________________________________________________________
 GK0210  GEOID HEIGHT    -        -27.215 (meters)                     GEOID18
 GK0210  DYNAMIC HEIGHT  -        806.584 (meters)     2646.27  (feet) COMP
 GK0210  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 GK0210
 GK0210  VERT ORDER      -  FIRST     CLASS II
 GK0210
 GK0210.The horizontal coordinates were determined by differentially corrected
 GK0210.hand held GPS observations or other comparable positioning techniques
 GK0210.and have an estimated accuracy of +/- 3 meters.
 GK0210
 GK0210.The orthometric height was determined by differential leveling and
 GK0210.adjusted by the NATIONAL GEODETIC SURVEY
 GK0210.in June 1991.
 GK0210
 GK0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0210.GEOID18 height accuracy estimate available here.
 GK0210
 GK0210.Click photographs - Photos may exist for this station.
 GK0210
 GK0210.The dynamic height is computed by dividing the NAVD 88
 GK0210.geopotential number by the normal gravity value computed on the
 GK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0210.degrees latitude (g = 980.6199 gals.).
 GK0210
 GK0210.The modeled gravity was interpolated from observed gravity values.
 GK0210
 GK0210;                    North         East    Units  Estimated Accuracy
 GK0210;SPC OK N     -   197,645.1     342,575.8     MT  (+/- 3 meters HH1 GPS) 
 GK0210
 GK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3190168441(NAD 83)
 GK0210
 GK0210                          SUPERSEDED SURVEY CONTROL
 GK0210
 GK0210  NGVD 29 (??/??/92)  807.030  (m)         2647.73   (f) ADJ UNCH    1 2
 GK0210
 GK0210.Superseded values are not recommended for survey control.
 GK0210
 GK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0210.See file dsdata.pdf to determine how the superseded data were derived.
 GK0210
 GK0210_MARKER: DB = BENCH MARK DISK
 GK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0210_STAMPING: V 10 1934
 GK0210_MARK LOGO: CGS
 GK0210_PROJECTION: FLUSH
 GK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0210+STABILITY: SURFACE MOTION
 GK0210
 GK0210  HISTORY     - Date     Condition        Report By
 GK0210  HISTORY     - 1934     MONUMENTED       CGS
 GK0210  HISTORY     - 1966     GOOD             USGS
 GK0210
 GK0210                          STATION DESCRIPTION
 GK0210
 GK0210'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0210'8.5 MI SW FROM TURPIN.
 GK0210'TURPIN, BEAVER COUNTY, 8.0 MI. S. AND 0.5 MI. W. FROM JUNC. OF U. S.
 GK0210'HWYS. 64 AND 83 AT, T. 3 N., R. 20 E., NEAR CORNER SECS. 2, 3, 10 AND
 GK0210'11, 48 FT. S. AND 34 FT. W. OF T-RD. W., 12 FT. S. AND 1 FT. E. OF A
 GK0210'FENCE CORNER S. AND W., IN CONC. POST SET FLUSH WITH GROUND. A
 GK0210'STANDARD USC AND GS DISK STAMPED V-10 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0490 ***********************************************************************
 EK0490  DESIGNATION -  V 100
 EK0490  PID         -  EK0490
 EK0490  STATE/COUNTY-  OK/PUSHMATAHA
 EK0490  COUNTRY     -  US
 EK0490  USGS QUAD   -  CLOUDY (2019)
 EK0490
 EK0490                         *CURRENT SURVEY CONTROL
 EK0490  ______________________________________________________________________
 EK0490* NAD 83(1986) POSITION- 34 15 05.36   (N) 095 21 40.57   (W)   HD_HELD1
 EK0490* NAVD 88 ORTHO HEIGHT -   202.655 (meters)      664.88  (feet) ADJUSTED
 EK0490  ______________________________________________________________________
 EK0490  GEOID HEIGHT    -        -30.554 (meters)                     GEOID18
 EK0490  DYNAMIC HEIGHT  -        202.432 (meters)      664.15  (feet) COMP
 EK0490  MODELED GRAVITY -    979,532.4   (mgal)                       NAVD 88
 EK0490
 EK0490  VERT ORDER      -  SECOND    CLASS 0
 EK0490
 EK0490.The horizontal coordinates were determined by differentially corrected
 EK0490.hand held GPS observations or other comparable positioning techniques
 EK0490.and have an estimated accuracy of +/- 3 meters.
 EK0490
 EK0490.The orthometric height was determined by differential leveling and
 EK0490.adjusted by the NATIONAL GEODETIC SURVEY
 EK0490.in June 1991.
 EK0490
 EK0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0490.GEOID18 height accuracy estimate available here.
 EK0490
 EK0490.Click photographs - Photos may exist for this station.
 EK0490
 EK0490.The dynamic height is computed by dividing the NAVD 88
 EK0490.geopotential number by the normal gravity value computed on the
 EK0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0490.degrees latitude (g = 980.6199 gals.).
 EK0490
 EK0490.The modeled gravity was interpolated from observed gravity values.
 EK0490
 EK0490;                    North         East    Units  Estimated Accuracy
 EK0490;SPC OK S     -   105,021.4     843,018.6     MT  (+/- 3 meters HH1 GPS) 
 EK0490
 EK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8256392563(NAD 83)
 EK0490
 EK0490                          SUPERSEDED SURVEY CONTROL
 EK0490
 EK0490  NGVD 29 (??/??/92)  202.575  (m)          664.61   (f) ADJ UNCH    2 0
 EK0490
 EK0490.Superseded values are not recommended for survey control.
 EK0490
 EK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0490.See file dsdata.pdf to determine how the superseded data were derived.
 EK0490
 EK0490_MARKER: DB = BENCH MARK DISK
 EK0490_SETTING: 66 = SET IN ROCK OUTCROP
 EK0490_STAMPING: V 100 1960
 EK0490_MARK LOGO: CGS
 EK0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0490+STABILITY: POSITION/ELEVATION WELL
 EK0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0490+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 EK0490
 EK0490  HISTORY     - Date     Condition        Report By
 EK0490  HISTORY     - 1960     MONUMENTED       CGS
 EK0490  HISTORY     - 1969     GOOD             DOD
 EK0490  HISTORY     - 20180808 GOOD             OKDOT
 EK0490
 EK0490                          STATION DESCRIPTION
 EK0490
 EK0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0490'5.2 MI NE FROM RATTAN.
 EK0490'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0490'OFFICE AT RATTAN, THENCE 4.75 MILES NORTHEAST ALONG A GRAVELED
 EK0490'ROAD, IN SECTION 31, R 19 E, T 3 S, SET IN THE TOP OF A ROCK
 EK0490'OUTCROP, 37 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 86
 EK0490'YARDS NORTHEAST OF THE CENTER OF A T JUNCTION WITH A ROAD LEADING
 EK0490'SOUTHEAST, 7 FEET NORTHWEST OF A FENCE, AND ABOUT LEVEL WITH
 EK0490'THE ROAD.
 EK0490
 EK0490                          STATION RECOVERY (1969)
 EK0490
 EK0490'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 EK0490'RECOVERED IN GOOD CONDITION.
 EK0490
 EK0490                          STATION RECOVERY (2018)
 EK0490
 EK0490'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AP)
 EK0490'THE MARK IS ADJACENT TO TALL TIMBER ON PRIVATE PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0482 ***********************************************************************
 FK0482  DESIGNATION -  V 103
 FK0482  PID         -  FK0482
 FK0482  STATE/COUNTY-  OK/ROGER MILLS
 FK0482  COUNTRY     -  US
 FK0482  USGS QUAD   -  CHEYENNE NW (2018)
 FK0482
 FK0482                         *CURRENT SURVEY CONTROL
 FK0482  ______________________________________________________________________
 FK0482* NAD 83(1986) POSITION- 35 38 58.     (N) 099 44 56.     (W)   SCALED
 FK0482* NAVD 88 ORTHO HEIGHT -   608.324 (meters)     1995.81  (feet) ADJUSTED
 FK0482  ______________________________________________________________________
 FK0482  GEOID HEIGHT    -        -27.939 (meters)                     GEOID18
 FK0482  DYNAMIC HEIGHT  -        607.683 (meters)     1993.71  (feet) COMP
 FK0482  MODELED GRAVITY -    979,559.9   (mgal)                       NAVD 88
 FK0482
 FK0482  VERT ORDER      -  SECOND    CLASS 0
 FK0482
 FK0482.The horizontal coordinates were scaled from a map and have
 FK0482.an estimated accuracy of +/- 6 seconds.
 FK0482
 FK0482.The orthometric height was determined by differential leveling and
 FK0482.adjusted by the NATIONAL GEODETIC SURVEY
 FK0482.in June 1991.
 FK0482
 FK0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0482.GEOID18 height accuracy estimate available here.
 FK0482
 FK0482.Click photographs - Photos may exist for this station.
 FK0482
 FK0482.The dynamic height is computed by dividing the NAVD 88
 FK0482.geopotential number by the normal gravity value computed on the
 FK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0482.degrees latitude (g = 980.6199 gals.).
 FK0482
 FK0482.The modeled gravity was interpolated from observed gravity values.
 FK0482
 FK0482;                    North         East    Units  Estimated Accuracy
 FK0482;SPC OK N     -    73,480.      441,630.      MT  (+/- 180 meters Scaled)
 FK0482
 FK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME322453(NAD 83)
 FK0482
 FK0482                          SUPERSEDED SURVEY CONTROL
 FK0482
 FK0482  NGVD 29 (??/??/92)  608.038  (m)         1994.87   (f) ADJ UNCH    2 0
 FK0482
 FK0482.Superseded values are not recommended for survey control.
 FK0482
 FK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0482.See file dsdata.pdf to determine how the superseded data were derived.
 FK0482
 FK0482_MARKER: DB = BENCH MARK DISK
 FK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0482_STAMPING: V 103 1934
 FK0482_MARK LOGO: CGS
 FK0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0482+STABILITY: SURFACE MOTION
 FK0482
 FK0482  HISTORY     - Date     Condition        Report By
 FK0482  HISTORY     - 1934     MONUMENTED       CGS
 FK0482  HISTORY     - 19870506 MARK NOT FOUND   USPSQD
 FK0482
 FK0482                          STATION DESCRIPTION
 FK0482
 FK0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0482'6.1 MI NW FROM CHEYENNE.
 FK0482'6.1 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0482'0.3 MILE WEST OF MILEPOST 75, 53 FEET SOUTHEAST OF PANHANDLE
 FK0482'AND SANTA FE CULVERT 74 F, 36 FEET EAST OF OLD ABANDONED SECTION
 FK0482'LINE ROAD, 30 FEET SOUTH OF NEAREST RAIL OF TRACK.
 FK0482
 FK0482                          STATION RECOVERY (1987)
 FK0482
 FK0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0357 ***********************************************************************
 GJ0357  DESIGNATION -  V 105
 GJ0357  PID         -  GJ0357
 GJ0357  STATE/COUNTY-  OK/ELLIS
 GJ0357  COUNTRY     -  US
 GJ0357  USGS QUAD   -  SHATTUCK (2018)
 GJ0357
 GJ0357                         *CURRENT SURVEY CONTROL
 GJ0357  ______________________________________________________________________
 GJ0357* NAD 83(1986) POSITION- 36 19 07.     (N) 099 57 32.     (W)   SCALED
 GJ0357* NAVD 88 ORTHO HEIGHT -   689.270 (meters)     2261.38  (feet) ADJUSTED
 GJ0357  ______________________________________________________________________
 GJ0357  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 GJ0357  DYNAMIC HEIGHT  -        688.575 (meters)     2259.10  (feet) COMP
 GJ0357  MODELED GRAVITY -    979,602.9   (mgal)                       NAVD 88
 GJ0357
 GJ0357  VERT ORDER      -  SECOND    CLASS 0
 GJ0357
 GJ0357.The horizontal coordinates were scaled from a map and have
 GJ0357.an estimated accuracy of +/- 6 seconds.
 GJ0357
 GJ0357.The orthometric height was determined by differential leveling and
 GJ0357.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0357.in June 1991.
 GJ0357
 GJ0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0357.GEOID18 height accuracy estimate available here.
 GJ0357
 GJ0357.Click photographs - Photos may exist for this station.
 GJ0357
 GJ0357.The dynamic height is computed by dividing the NAVD 88
 GJ0357.geopotential number by the normal gravity value computed on the
 GJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0357.degrees latitude (g = 980.6199 gals.).
 GJ0357
 GJ0357.The modeled gravity was interpolated from observed gravity values.
 GJ0357
 GJ0357;                    North         East    Units  Estimated Accuracy
 GJ0357;SPC OK N     -   148,080.      424,110.      MT  (+/- 180 meters Scaled)
 GJ0357
 GJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF139197(NAD 83)
 GJ0357
 GJ0357                          SUPERSEDED SURVEY CONTROL
 GJ0357
 GJ0357  NGVD 29 (??/??/92)  688.908  (m)         2260.19   (f) ADJ UNCH    2 0
 GJ0357
 GJ0357.Superseded values are not recommended for survey control.
 GJ0357
 GJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0357.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0357
 GJ0357_MARKER: DB = BENCH MARK DISK
 GJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0357_STAMPING: V 105 1934
 GJ0357_MARK LOGO: CGS
 GJ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0357+STABILITY: SURFACE MOTION
 GJ0357
 GJ0357  HISTORY     - Date     Condition        Report By
 GJ0357  HISTORY     - 1934     MONUMENTED       CGS
 GJ0357  HISTORY     - 1968     MARK NOT FOUND   USGS
 GJ0357
 GJ0357                          STATION DESCRIPTION
 GJ0357
 GJ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0357'5.8 MI NW FROM SHATTUCK.
 GJ0357'5.8 MILES NORTHWEST OF SHATTUCK P. AND SF. RR. STATION 175 FEET
 GJ0357'SOUTH OF 5TH POST WEST OF MILEPOST 5, 100 FEET SOUTH OF NEAREST
 GJ0357'RAIL OF PANHANDLE AND SANTA FE TRACK, 30 FEET WEST OF SECTION
 GJ0357'LINE ROAD, ON OPPOSITE SIDE OF TRACK FROM POST.
 GJ0357
 GJ0357                          STATION RECOVERY (1968)
 GJ0357
 GJ0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0387 ***********************************************************************
 GJ0387  DESIGNATION -  V 106
 GJ0387  PID         -  GJ0387
 GJ0387  STATE/COUNTY-  OK/HARPER
 GJ0387  COUNTRY     -  US
 GJ0387  USGS QUAD   -  ROSSTON (2018)
 GJ0387
 GJ0387                         *CURRENT SURVEY CONTROL
 GJ0387  ______________________________________________________________________
 GJ0387* NAD 83(1986) POSITION- 36 48 42.     (N) 099 56 09.     (W)   SCALED
 GJ0387* NAVD 88 ORTHO HEIGHT -   652.527 (meters)     2140.83  (feet) ADJUSTED
 GJ0387  ______________________________________________________________________
 GJ0387  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 GJ0387  DYNAMIC HEIGHT  -        651.914 (meters)     2138.82  (feet) COMP
 GJ0387  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 GJ0387
 GJ0387  VERT ORDER      -  SECOND    CLASS 0
 GJ0387
 GJ0387.The horizontal coordinates were scaled from a map and have
 GJ0387.an estimated accuracy of +/- 6 seconds.
 GJ0387
 GJ0387.The orthometric height was determined by differential leveling and
 GJ0387.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0387.in June 1991.
 GJ0387
 GJ0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0387.GEOID18 height accuracy estimate available here.
 GJ0387
 GJ0387.Click photographs - Photos may exist for this station.
 GJ0387
 GJ0387.The dynamic height is computed by dividing the NAVD 88
 GJ0387.geopotential number by the normal gravity value computed on the
 GJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0387.degrees latitude (g = 980.6199 gals.).
 GJ0387
 GJ0387.The modeled gravity was interpolated from observed gravity values.
 GJ0387
 GJ0387;                    North         East    Units  Estimated Accuracy
 GJ0387;SPC OK N     -   202,740.      427,270.      MT  (+/- 180 meters Scaled)
 GJ0387
 GJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF165743(NAD 83)
 GJ0387
 GJ0387                          SUPERSEDED SURVEY CONTROL
 GJ0387
 GJ0387  NGVD 29 (??/??/92)  652.244  (m)         2139.90   (f) ADJ UNCH    2 0
 GJ0387
 GJ0387.Superseded values are not recommended for survey control.
 GJ0387
 GJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0387.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0387
 GJ0387_MARKER: DB = BENCH MARK DISK
 GJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0387_STAMPING: V 106 1934
 GJ0387_MARK LOGO: CGS
 GJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0387+STABILITY: SURFACE MOTION
 GJ0387
 GJ0387  HISTORY     - Date     Condition        Report By
 GJ0387  HISTORY     - 1934     MONUMENTED       CGS
 GJ0387
 GJ0387                          STATION DESCRIPTION
 GJ0387
 GJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0387'AT ROSSTON.
 GJ0387'115 FEET NORTH OF MISSOURI KANSAS AND TEXAS RAILWAY STATION.
 GJ0387'65 FEET SOUTH OF ROAD CROSSING TRACK.  24 FEET EAST OF NEAREST
 GJ0387'RAIL OF MAIN TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0228 ***********************************************************************
 GK0228  DESIGNATION -  V 107
 GK0228  PID         -  GK0228
 GK0228  STATE/COUNTY-  OK/BEAVER
 GK0228  COUNTRY     -  US
 GK0228  USGS QUAD   -  FLORIS (2018)
 GK0228
 GK0228                         *CURRENT SURVEY CONTROL
 GK0228  ______________________________________________________________________
 GK0228* NAD 83(1986) POSITION- 36 52 21.     (N) 100 38 20.     (W)   SCALED
 GK0228* NAVD 88 ORTHO HEIGHT -   791.204 (meters)     2595.81  (feet) ADJUSTED
 GK0228  ______________________________________________________________________
 GK0228  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 GK0228  DYNAMIC HEIGHT  -        790.432 (meters)     2593.28  (feet) COMP
 GK0228  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 GK0228
 GK0228  VERT ORDER      -  SECOND    CLASS 0
 GK0228
 GK0228.The horizontal coordinates were scaled from a map and have
 GK0228.an estimated accuracy of +/- 6 seconds.
 GK0228
 GK0228.The orthometric height was determined by differential leveling and
 GK0228.adjusted by the NATIONAL GEODETIC SURVEY
 GK0228.in June 1991.
 GK0228
 GK0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0228.GEOID18 height accuracy estimate available here.
 GK0228
 GK0228.Click photographs - Photos may exist for this station.
 GK0228
 GK0228.The dynamic height is computed by dividing the NAVD 88
 GK0228.geopotential number by the normal gravity value computed on the
 GK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0228.degrees latitude (g = 980.6199 gals.).
 GK0228
 GK0228.The modeled gravity was interpolated from observed gravity values.
 GK0228
 GK0228;                    North         East    Units  Estimated Accuracy
 GK0228;SPC OK N     -   210,970.      364,740.      MT  (+/- 180 meters Scaled)
 GK0228
 GK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF539819(NAD 83)
 GK0228
 GK0228                          SUPERSEDED SURVEY CONTROL
 GK0228
 GK0228  NGVD 29 (??/??/92)  790.866  (m)         2594.70   (f) ADJ UNCH    2 0
 GK0228
 GK0228.Superseded values are not recommended for survey control.
 GK0228
 GK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0228.See file dsdata.pdf to determine how the superseded data were derived.
 GK0228
 GK0228_MARKER: DB = BENCH MARK DISK
 GK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0228_STAMPING: V 107 1934
 GK0228_MARK LOGO: CGS
 GK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0228+STABILITY: SURFACE MOTION
 GK0228
 GK0228  HISTORY     - Date     Condition        Report By
 GK0228  HISTORY     - 1934     MONUMENTED       CGS
 GK0228
 GK0228                          STATION DESCRIPTION
 GK0228
 GK0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0228'6.8 MI W FROM FORGAN.
 GK0228'6.8 MILES WEST OF FORGAN M. K. T. RR. STATION 90 FEET SOUTHEAST OF
 GK0228'13TH. POST WEST OF MILEPOST 13, 45 FEET SOUTH OF TRACK OF BEAVER MEADE
 GK0228'AND ENGLEWOOD RAILROAD, 35 FEET WEST OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0197 ***********************************************************************
 GJ0197  DESIGNATION -  V 108
 GJ0197  PID         -  GJ0197
 GJ0197  STATE/COUNTY-  OK/HARPER
 GJ0197  COUNTRY     -  US
 GJ0197  USGS QUAD   -  SELMAN (2018)
 GJ0197
 GJ0197                         *CURRENT SURVEY CONTROL
 GJ0197  ______________________________________________________________________
 GJ0197* NAD 83(1986) POSITION- 36 46 17.     (N) 099 23 52.     (W)   SCALED
 GJ0197* NAVD 88 ORTHO HEIGHT -   502.673 (meters)     1649.19  (feet) ADJUSTED
 GJ0197  ______________________________________________________________________
 GJ0197  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GJ0197  DYNAMIC HEIGHT  -        502.207 (meters)     1647.66  (feet) COMP
 GJ0197  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 GJ0197
 GJ0197  VERT ORDER      -  SECOND    CLASS 0
 GJ0197
 GJ0197.The horizontal coordinates were scaled from a map and have
 GJ0197.an estimated accuracy of +/- 6 seconds.
 GJ0197
 GJ0197.The orthometric height was determined by differential leveling and
 GJ0197.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0197.in June 1991.
 GJ0197
 GJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0197.GEOID18 height accuracy estimate available here.
 GJ0197
 GJ0197.Click photographs - Photos may exist for this station.
 GJ0197
 GJ0197.The dynamic height is computed by dividing the NAVD 88
 GJ0197.geopotential number by the normal gravity value computed on the
 GJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0197.degrees latitude (g = 980.6199 gals.).
 GJ0197
 GJ0197.The modeled gravity was interpolated from observed gravity values.
 GJ0197
 GJ0197;                    North         East    Units  Estimated Accuracy
 GJ0197;SPC OK N     -   197,450.      475,210.      MT  (+/- 180 meters Scaled)
 GJ0197
 GJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF645695(NAD 83)
 GJ0197
 GJ0197                          SUPERSEDED SURVEY CONTROL
 GJ0197
 GJ0197  NGVD 29 (??/??/92)  502.418  (m)         1648.35   (f) ADJ UNCH    2 0
 GJ0197
 GJ0197.Superseded values are not recommended for survey control.
 GJ0197
 GJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0197
 GJ0197_MARKER: DB = BENCH MARK DISK
 GJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0197_STAMPING: V 108 1934
 GJ0197_MARK LOGO: CGS
 GJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0197+STABILITY: SURFACE MOTION
 GJ0197
 GJ0197  HISTORY     - Date     Condition        Report By
 GJ0197  HISTORY     - 1934     MONUMENTED       CGS
 GJ0197
 GJ0197                          STATION DESCRIPTION
 GJ0197
 GJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0197'6.1 MI SE FROM SELMAN.
 GJ0197'6.1 MILES SOUTHEAST OF A.T AND SF. RR. STATION AT SELMAN 0.7
 GJ0197'MILE NORTHWEST OF LOVEDALE, 0.25 MILE EAST OF MILEPOST 38,
 GJ0197'45 FEET NORTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0197'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0214 ***********************************************************************
 GJ0214  DESIGNATION -  V 109
 GJ0214  PID         -  GJ0214
 GJ0214  STATE/COUNTY-  OK/WOODS
 GJ0214  COUNTRY     -  US
 GJ0214  USGS QUAD   -  EDITH (2018)
 GJ0214
 GJ0214                         *CURRENT SURVEY CONTROL
 GJ0214  ______________________________________________________________________
 GJ0214* NAD 83(1986) POSITION- 36 50 28.     (N) 099 09 57.     (W)   SCALED
 GJ0214* NAVD 88 ORTHO HEIGHT -   502.947 (meters)     1650.09  (feet) ADJUSTED
 GJ0214  ______________________________________________________________________
 GJ0214  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 GJ0214  DYNAMIC HEIGHT  -        502.487 (meters)     1648.58  (feet) COMP
 GJ0214  MODELED GRAVITY -    979,701.0   (mgal)                       NAVD 88
 GJ0214
 GJ0214  VERT ORDER      -  SECOND    CLASS 0
 GJ0214
 GJ0214.The horizontal coordinates were scaled from a map and have
 GJ0214.an estimated accuracy of +/- 6 seconds.
 GJ0214
 GJ0214.The orthometric height was determined by differential leveling and
 GJ0214.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0214.in June 1991.
 GJ0214
 GJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0214.GEOID18 height accuracy estimate available here.
 GJ0214
 GJ0214.Click photographs - Photos may exist for this station.
 GJ0214
 GJ0214.The dynamic height is computed by dividing the NAVD 88
 GJ0214.geopotential number by the normal gravity value computed on the
 GJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0214.degrees latitude (g = 980.6199 gals.).
 GJ0214
 GJ0214.The modeled gravity was interpolated from observed gravity values.
 GJ0214
 GJ0214;                    North         East    Units  Estimated Accuracy
 GJ0214;SPC OK N     -   204,910.      496,010.      MT  (+/- 180 meters Scaled)
 GJ0214
 GJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF852772(NAD 83)
 GJ0214
 GJ0214                          SUPERSEDED SURVEY CONTROL
 GJ0214
 GJ0214  NGVD 29 (??/??/92)  502.702  (m)         1649.28   (f) ADJ UNCH    2 0
 GJ0214
 GJ0214.Superseded values are not recommended for survey control.
 GJ0214
 GJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0214.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0214
 GJ0214_MARKER: DB = BENCH MARK DISK
 GJ0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0214_SP_SET: BRIDGE
 GJ0214_STAMPING: V 109 1934
 GJ0214_MARK LOGO: CGS
 GJ0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0214
 GJ0214  HISTORY     - Date     Condition        Report By
 GJ0214  HISTORY     - 1934     MONUMENTED       CGS
 GJ0214
 GJ0214                          STATION DESCRIPTION
 GJ0214
 GJ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0214'7 MI NW FROM FREEDOM.
 GJ0214'7.0 MILES NORTHWEST OF FREEDOM A.T. AND S.F.RR. STATION ON
 GJ0214'NORTHEAST WINGWALL OF CONCRETE U.S. HIGHWAY 64 AND OKLAHOMA
 GJ0214'STATE HIGHWAY 50, BRIDGE OVER MOCCASIN CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0151 ***********************************************************************
 GJ0151  DESIGNATION -  V 110
 GJ0151  PID         -  GJ0151
 GJ0151  STATE/COUNTY-  OK/WOODS
 GJ0151  COUNTRY     -  US
 GJ0151  USGS QUAD   -  CAPRON (2018)
 GJ0151
 GJ0151                         *CURRENT SURVEY CONTROL
 GJ0151  ______________________________________________________________________
 GJ0151* NAD 83(1986) POSITION- 36 55 12.     (N) 098 33 29.     (W)   SCALED
 GJ0151* NAVD 88 ORTHO HEIGHT -   387.629 (meters)     1271.75  (feet) ADJUSTED
 GJ0151  ______________________________________________________________________
 GJ0151  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 GJ0151  DYNAMIC HEIGHT  -        387.292 (meters)     1270.64  (feet) COMP
 GJ0151  MODELED GRAVITY -    979,750.5   (mgal)                       NAVD 88
 GJ0151
 GJ0151  VERT ORDER      -  SECOND    CLASS 0
 GJ0151
 GJ0151.The horizontal coordinates were scaled from a map and have
 GJ0151.an estimated accuracy of +/- 6 seconds.
 GJ0151
 GJ0151.The orthometric height was determined by differential leveling and
 GJ0151.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0151.in June 1991.
 GJ0151
 GJ0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0151.GEOID18 height accuracy estimate available here.
 GJ0151
 GJ0151.Click photographs - Photos may exist for this station.
 GJ0151
 GJ0151.The dynamic height is computed by dividing the NAVD 88
 GJ0151.geopotential number by the normal gravity value computed on the
 GJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0151.degrees latitude (g = 980.6199 gals.).
 GJ0151
 GJ0151.The modeled gravity was interpolated from observed gravity values.
 GJ0151
 GJ0151;                    North         East    Units  Estimated Accuracy
 GJ0151;SPC OK N     -   213,180.      550,270.      MT  (+/- 180 meters Scaled)
 GJ0151
 GJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF393860(NAD 83)
 GJ0151
 GJ0151                          SUPERSEDED SURVEY CONTROL
 GJ0151
 GJ0151  NGVD 29 (??/??/92)  387.445  (m)         1271.14   (f) ADJ UNCH    2 0
 GJ0151
 GJ0151.Superseded values are not recommended for survey control.
 GJ0151
 GJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0151.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0151
 GJ0151_MARKER: DB = BENCH MARK DISK
 GJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0151_STAMPING: V 110 1934
 GJ0151_MARK LOGO: CGS
 GJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0151+STABILITY: SURFACE MOTION
 GJ0151
 GJ0151  HISTORY     - Date     Condition        Report By
 GJ0151  HISTORY     - 1934     MONUMENTED       CGS
 GJ0151  HISTORY     - 1968     GOOD             USGS
 GJ0151
 GJ0151                          STATION DESCRIPTION
 GJ0151
 GJ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0151'1.9 MI NE FROM CAPRON.
 GJ0151'1.9 MILES NORTHEAST OF CAPRON A.T. AND SF. RR. STATION 750
 GJ0151'FEET SOUTHWEST OF RAILROAD BRIDGE 314 A, 100 FEET EAST OF
 GJ0151'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 60 FEET
 GJ0151'WEST OF CENTER LINE OF SECTION LINE ROAD, ON TOP OF SMALL KNOLL
 GJ0151'IN SOUTHWEST SECTION CORNER.
 GJ0151
 GJ0151                          STATION RECOVERY (1968)
 GJ0151
 GJ0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GJ0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0001 ***********************************************************************
 GJ0001  FBN         -  This is a Federal Base Network Control Station.
 GJ0001  DESIGNATION -  V 111
 GJ0001  PID         -  GJ0001
 GJ0001  STATE/COUNTY-  OK/ALFALFA
 GJ0001  COUNTRY     -  US
 GJ0001  USGS QUAD   -  CARMEN (2018)
 GJ0001
 GJ0001                         *CURRENT SURVEY CONTROL
 GJ0001  ______________________________________________________________________
 GJ0001* NAD 83(2011) POSITION- 36 30 30.77758(N) 098 27 12.80988(W)   ADJUSTED
 GJ0001* NAD 83(2011) ELLIP HT-   365.658 (meters)        (06/27/12)   ADJUSTED
 GJ0001* NAD 83(2011) EPOCH   -  2010.00
 GJ0001* NAVD 88 ORTHO HEIGHT -   393.478 (meters)     1290.94  (feet) ADJUSTED
 GJ0001  ______________________________________________________________________
 GJ0001  GEOID HEIGHT    -        -27.809 (meters)                     GEOID18
 GJ0001  NAD 83(2011) X  -   -754,579.008 (meters)                     COMP
 GJ0001  NAD 83(2011) Y  - -5,077,154.067 (meters)                     COMP
 GJ0001  NAD 83(2011) Z  -  3,773,914.674 (meters)                     COMP
 GJ0001  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 GJ0001  DYNAMIC HEIGHT  -        393.129 (meters)     1289.79  (feet) COMP
 GJ0001  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 GJ0001
 GJ0001  VERT ORDER      -  SECOND    CLASS 0
 GJ0001
 GJ0001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GJ0001  Standards:
 GJ0001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GJ0001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GJ0001  -------------------------------------------------------------------
 GJ0001  NETWORK    0.49   1.06           0.22   0.18   0.54      0.04232689
 GJ0001  -------------------------------------------------------------------
 GJ0001  Click here for local accuracies and other accuracy information.
 GJ0001
 GJ0001.The horizontal coordinates were established by GPS observations
 GJ0001.and adjusted by the National Geodetic Survey in June 2012.
 GJ0001
 GJ0001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GJ0001.been affixed to the stable North American tectonic plate. See 
 GJ0001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GJ0001
 GJ0001.The horizontal coordinates are valid at the epoch date displayed above
 GJ0001.which is a decimal equivalence of Year/Month/Day.
 GJ0001
 GJ0001.The orthometric height was determined by differential leveling and
 GJ0001.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0001.in June 1991.
 GJ0001
 GJ0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0001.GEOID18 height accuracy estimate available here.
 GJ0001
 GJ0001.Click photographs - Photos may exist for this station.
 GJ0001
 GJ0001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0001
 GJ0001.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0001
 GJ0001.The ellipsoidal height was determined by GPS observations
 GJ0001.and is referenced to NAD 83.
 GJ0001
 GJ0001.The dynamic height is computed by dividing the NAVD 88
 GJ0001.geopotential number by the normal gravity value computed on the
 GJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0001.degrees latitude (g = 980.6199 gals.).
 GJ0001
 GJ0001.The modeled gravity was interpolated from observed gravity values.
 GJ0001
 GJ0001. The following values were computed from the NAD 83(2011) position.
 GJ0001
 GJ0001;                    North         East     Units Scale Factor Converg.
 GJ0001;SPC OK N     -   167,475.173   559,371.328   MT  0.99996308   -0 16 03.6
 GJ0001;SPC OK N     -   549,458.13  1,835,204.10   sFT  0.99996308   -0 16 03.6
 GJ0001;UTM  14      - 4,040,495.232   548,931.569   MT  0.99962950   +0 19 30.4
 GJ0001
 GJ0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0001!SPC OK N     -   0.99994262  x   0.99996308  =   0.99990570
 GJ0001!UTM  14      -   0.99994262  x   0.99962950  =   0.99957214
 GJ0001
 GJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4893140495(NAD 83)
 GJ0001
 GJ0001                          SUPERSEDED SURVEY CONTROL
 GJ0001
 GJ0001  NAD 83(2007)-  36 30 30.77761(N)    098 27 12.81070(W) AD(2002.00) 0
 GJ0001  ELLIP H (02/10/07)  365.683  (m)                       GP(2002.00)    
 GJ0001  ELLIP H (06/09/00)  365.670  (m)                       GP(       ) 2 2
 GJ0001  NAD 83(1993)-  36 30 30.77741(N)    098 27 12.81015(W) AD(       ) B
 GJ0001  ELLIP H (05/09/94)  365.740  (m)                       GP(       ) 4 2
 GJ0001  NAD 83(1986)-  36 30 30.78128(N)    098 27 12.79597(W) AD(       ) 2
 GJ0001  NAVD 88             393.48   (m)         1290.9    (f) LEVELING    3  
 GJ0001  NGVD 29 (??/??/92)  393.314  (m)         1290.40   (f) ADJ UNCH    2 0
 GJ0001  NGVD 29 (11/30/89)  393.     (m)  RAPSU86  model used  GPS OBS        
 GJ0001
 GJ0001.Superseded values are not recommended for survey control.
 GJ0001
 GJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0001.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0001
 GJ0001_MARKER: DB = BENCH MARK DISK
 GJ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0001_STAMPING: V 111 1935
 GJ0001_MARK LOGO: CGS
 GJ0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0001+STABILITY: SURFACE MOTION
 GJ0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0001+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 GJ0001
 GJ0001  HISTORY     - Date     Condition        Report By
 GJ0001  HISTORY     - 1935     MONUMENTED       CGS
 GJ0001  HISTORY     - 19890301 GOOD             NGS
 GJ0001  HISTORY     - 19930422 GOOD             NGS
 GJ0001  HISTORY     - 19990816 GOOD             NGS
 GJ0001  HISTORY     - 20021003 GOOD             NGS
 GJ0001  HISTORY     - 20110426 GOOD             OKDOT
 GJ0001
 GJ0001                          STATION DESCRIPTION
 GJ0001
 GJ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0001'AT ALINE.
 GJ0001'AT ALINE, 109 FEET SOUTHWEST OF ATCHISON TOPEKA AND SANTA FE
 GJ0001'STATION, 35 FEET WEST OF NEAREST RAIL OF MAIN TRACK, 11TH. POLE
 GJ0001'SOUTH OF MILEPOST 319.
 GJ0001
 GJ0001                          STATION RECOVERY (1989)
 GJ0001
 GJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GJ0001'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GJ0001'FOLLOWS.
 GJ0001'THE STATION IS LOCATED ABOUT 26.6 KM (16.55 MI) NORTH OF FAIRVIEW,
 GJ0001'17.0 KM (10.55 MI) WEST-SOUTHWEST OF HELENA, AND 8.0 KM (4.95 MI)
 GJ0001'SOUTH OF CARMEN.  OWNERSHIP--ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 GJ0001'TO REACH THE STATION FROM THE POST OFFICE IN CARMEN, GO EAST ON STATE
 GJ0001'HIGHWAY 45 FOR 2.9 KM (1.80 MI) TO THE JUNCTION OF STATE HIGHWAY 8.
 GJ0001'TURN RIGHT AND GO SOUTH ON HIGHWAY 8 FOR 8.0 KM (4.95 MI) TO THE
 GJ0001'JUNCTION OF STATE HIGHWAY 8B ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 GJ0001'HIGHWAY 8B FOR 2.1 KM (1.30 MI) TO A PAVED STREET ON THE RIGHT (IN THE
 GJ0001'SMALL TOWN OF ALINE).  TURN RIGHT AND GO NORTH ON MAIN STREET FOR 0.4
 GJ0001'KM (0.25 MI) TO A DIRT CROSS-STREET.  TURN LEFT AND GO WEST ON THE
 GJ0001'DIRT STREET FOR 0.4 KM (0.25 MI) TO A GRAVELED DRIVEWAY ON THE LEFT,
 GJ0001'JUST AFTER CROSSING RAILROAD TRACKS.  TURN LEFT AND GO SOUTH ON THE
 GJ0001'GRAVELED DRIVEWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT, AT
 GJ0001'A CURVE IN THE DRIVEWAY.
 GJ0001'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 GJ0001'CONCRETE POST THAT PROJECTS 30 CM ABOVE THE GROUND.  LOCATED 12.1 M
 GJ0001'(39.7 FT) SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 10.3 M (33.8 FT)
 GJ0001'WEST OF THE NEAR RAIL, AND 0.7 M (2.3 FT) NORTH OF A CARSONITE WITNESS
 GJ0001'POST.
 GJ0001'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GJ0001
 GJ0001                          STATION RECOVERY (1993)
 GJ0001
 GJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GJ0001'STATION IS LOCATED ABOUT 50 KM (31.05 MI) WEST-NORTHWEST OF ENID, 8 KM
 GJ0001'(4.95 MI) SOUTH OF CARMEN, AT ALINE, ON THE WEST SIDE OF TOWN, ALONG
 GJ0001'THE RIGHT-OF-WAY OF THE NOW-REMOVED RAILROAD TRACK, AT A CURVE IN A
 GJ0001'DIRT ROAD LEADING TO A PRIVATE RESIDENCE, ACROSS RIGHT-OF-WAY FROM AN
 GJ0001'OLD METAL ELEVATOR.  OWNERSHIP--TOWN OF ALINE.
 GJ0001'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 45 WEST, ABOUT 3 KM
 GJ0001'(1.85 MI) EAST OF CARMEN, GO SOUTH ON HIGHWAYS 8 AND 45 FOR 4.86 KM
 GJ0001'(3.00 MI) TO THE JUNCTION OF HIGHWAY 45 EAST.  CONTINUE SOUTH ON
 GJ0001'HIGHWAY 8 FOR 3.24 KM (2.00 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 GJ0001'WEST, ON STATE HIGHWAY 8B FOR 2.18 KM (1.35 MI) TO THE HIGHWAY END AT
 GJ0001'A ROAD RIGHT.  TURN RIGHT, NORTH, ON MAIN STREET FOR 0.34 KM
 GJ0001'(0.20 MI) TO A CROSS STREET AT THE POST OFFICE.  TURN LEFT, WEST, FOR
 GJ0001'0.24 KM (0.15 MI) TO A DIRT ROAD LEFT JUST PAST RAILROAD
 GJ0001'RIGHT-OF-WAY. TURN LEFT, SOUTH, FOR 0.12 KM (0.05 MI) TO A ROAD CURVE
 GJ0001'RIGHT AND STATION ON THE LEFT.
 GJ0001'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 GJ0001'PROJECTING 15 CM ABOVE GROUND ON A SMALL HUMP LEFT BY GRADING, IN A
 GJ0001'MOWED AREA.  IT IS 12.3 M (40.4 FT) SOUTHEAST OF, AND 0.5 M (1.6 FT)
 GJ0001'LOWER THAN THE ROAD CENTER IN THE CURVE, 33.4 M (109.6 FT)
 GJ0001'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD RAILROAD STATION,
 GJ0001'29.9 M (98.1 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE METAL
 GJ0001'ELEVATOR, 29.8 M (97.8 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 GJ0001'THE ELEVATOR, 0.7 M (2.3 FT) NORTH OF A FIBERGLASS WITNESS POST, 0.75
 GJ0001'M (2.46 FT) SOUTH OF A METAL WITNESS POST, 0.65 M (2.13 FT) WEST OF A
 GJ0001'METAL WITNESS POST, AND 0.65 M (2.13 FT) EAST OF A METAL WITNESS
 GJ0001'POST.
 GJ0001
 GJ0001                          STATION RECOVERY (1999)
 GJ0001
 GJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GJ0001'THE STATION IS LOCATED ABOUT 50 KM (31.05 MI) WEST-NORTHWEST OF ENID,
 GJ0001'8 KM (4.95 MI) SOUTH OF CARMEN, ON THE WEST SIDE OF ALINE, ALONG THE
 GJ0001'RIGHT-OF-WAY OF THE NOW REMOVED RAILROAD TRACK, AT A CURVE IN A DIRT
 GJ0001'ROAD LEADING TO A PRIVATE RESIDENCE, ACROSS THE RIGHT-OF-WAY FROM AN
 GJ0001'OLD METAL ELEVATOR.  OWNERSHIP--TOWN OF ALINE.  TO REACH FROM THE
 GJ0001'JUNCTION OF STATE HIGHWAYS 8 AND 45 WEST, ABOUT 3 KM (1.85 MI) EAST OF
 GJ0001'CARMEN, GO SOUTH ON COMBINED HIGHWAYS 8 AND 45 FOR 4.86 KM (3.00 MI)
 GJ0001'TO THE JUNCTION OF HIGHWAY 45 EAST.  CONTINUE SOUTH ON HIGHWAY 8 FOR
 GJ0001'3.24 KM (2.00 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST ON STATE
 GJ0001'HIGHWAY 8B FOR 2.18 KM (1.35 MI) TO A ROAD RIGHT.  TURN RIGHT, NORTH
 GJ0001'ON MAIN STREET FOR 0.34 KM (0.20 MI) TO A CROSS STREET AT THE POST
 GJ0001'OFFICE.  TURN LEFT, WEST FOR 0.24 KM (0.15 MI) TO A DIRT ROAD LEFT
 GJ0001'JUST PAST RAILROAD RIGHT-OF-WAY.  TURN LEFT, SOUTH FOR 0.12 KM (0.05
 GJ0001'MI) TO A ROAD CURVE RIGHT AND STATION ON THE LEFT.  THE STATION IS SET
 GJ0001'IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 15 CM ABOVE
 GJ0001'GROUND ON A SMALL HUMP LEFT BY GRADING, IN A MOWED AREA. IT IS 12.3 M
 GJ0001'(40.4 FT) SOUTHEAST OF, AND 0.5 M (1.6 FT) LOWER THAN THE ROAD CENTER
 GJ0001'IN THE CURVE, 33.4 M (109.6 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 GJ0001'CORNER OF THE OLD RAILROAD STATION, 32.16 M (105.51 FT) WEST-SOUTHWEST
 GJ0001'OF THE SOUTHWEST CORNER OF A ONE STORY METAL STORAGE SHED WITH A SLANT
 GJ0001'ROOF, 12.04 M (39.50 FT) WEST OF THE CENTER OF THE GRAVEL DRIVE
 GJ0001'LEADING TO THE OLD RAILROAD STATION, 0.7 M (2.3 FT) NORTH OF A
 GJ0001'FIBERGLASS WITNESS POST, 0.75 M (2.46 FT) SOUTH OF A METAL WITNESS
 GJ0001'POST, 0.65 M (2.13 FT) WEST OF A METAL WITNESS POST AND 0.65 M (2.13
 GJ0001'FT) EAST OF A METAL WITNESS POST.
 GJ0001
 GJ0001                          STATION RECOVERY (2002)
 GJ0001
 GJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GJ0001'RECOVERED AS DESCRIBED.
 GJ0001
 GJ0001                          STATION RECOVERY (2011)
 GJ0001
 GJ0001'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2011 (TEM)
 GJ0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0236 ***********************************************************************
 FK0236  DESIGNATION -  V 112
 FK0236  PID         -  FK0236
 FK0236  STATE/COUNTY-  OK/DEWEY
 FK0236  COUNTRY     -  US
 FK0236  USGS QUAD   -  OAKWOOD (2018)
 FK0236
 FK0236                         *CURRENT SURVEY CONTROL
 FK0236  ______________________________________________________________________
 FK0236* NAD 83(1986) POSITION- 35 52 31.     (N) 098 43 44.     (W)   SCALED
 FK0236* NAVD 88 ORTHO HEIGHT -   505.879 (meters)     1659.70  (feet) ADJUSTED
 FK0236  ______________________________________________________________________
 FK0236  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 FK0236  DYNAMIC HEIGHT  -        505.388 (meters)     1658.09  (feet) COMP
 FK0236  MODELED GRAVITY -    979,646.6   (mgal)                       NAVD 88
 FK0236
 FK0236  VERT ORDER      -  SECOND    CLASS 0
 FK0236
 FK0236.The horizontal coordinates were scaled from a map and have
 FK0236.an estimated accuracy of +/- 6 seconds.
 FK0236
 FK0236.The orthometric height was determined by differential leveling and
 FK0236.adjusted by the NATIONAL GEODETIC SURVEY
 FK0236.in June 1991.
 FK0236
 FK0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0236.GEOID18 height accuracy estimate available here.
 FK0236
 FK0236.Click photographs - Photos may exist for this station.
 FK0236
 FK0236.The dynamic height is computed by dividing the NAVD 88
 FK0236.geopotential number by the normal gravity value computed on the
 FK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0236.degrees latitude (g = 980.6199 gals.).
 FK0236
 FK0236.The modeled gravity was interpolated from observed gravity values.
 FK0236
 FK0236;                    North         East    Units  Estimated Accuracy
 FK0236;SPC OK N     -    97,360.      534,180.      MT  (+/- 180 meters Scaled)
 FK0236
 FK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE244701(NAD 83)
 FK0236
 FK0236                          SUPERSEDED SURVEY CONTROL
 FK0236
 FK0236  NGVD 29 (??/??/92)  505.663  (m)         1659.00   (f) ADJ UNCH    2 0
 FK0236
 FK0236.Superseded values are not recommended for survey control.
 FK0236
 FK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0236.See file dsdata.pdf to determine how the superseded data were derived.
 FK0236
 FK0236_MARKER: DB = BENCH MARK DISK
 FK0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0236_STAMPING: V 112 1935
 FK0236_MARK LOGO: CGS
 FK0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0236+STABILITY: SURFACE MOTION
 FK0236
 FK0236  HISTORY     - Date     Condition        Report By
 FK0236  HISTORY     - 1935     MONUMENTED       CGS
 FK0236  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0236
 FK0236                          STATION DESCRIPTION
 FK0236
 FK0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0236'4.3 MI S FROM OAKWOOD.
 FK0236'4.3 MILES SOUTH OF SANTA FE STATION AT OAKWOOD 93 FEET SOUTH
 FK0236'OF SIXTH POLE SOUTHWEST OF MILE POLE 369.  50 FEET SOUTHEAST OF
 FK0236'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE RAILWAY TRACK, AND
 FK0236'INSIDE OF RAILWAY PROPERTY LINE.
 FK0236
 FK0236                          STATION RECOVERY (1984)
 FK0236
 FK0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0122 ***********************************************************************
 GJ0122  DESIGNATION -  V 113
 GJ0122  PID         -  GJ0122
 GJ0122  STATE/COUNTY-  OK/MAJOR
 GJ0122  COUNTRY     -  US
 GJ0122  USGS QUAD   -  GLASS MOUNTAINS NW (2018)
 GJ0122
 GJ0122                         *CURRENT SURVEY CONTROL
 GJ0122  ______________________________________________________________________
 GJ0122* NAD 83(1986) POSITION- 36 22 35.40   (N) 098 40 40.95   (W)   HD_HELD1
 GJ0122* NAVD 88 ORTHO HEIGHT -   424.608 (meters)     1393.07  (feet) ADJUSTED
 GJ0122  ______________________________________________________________________
 GJ0122  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 GJ0122  DYNAMIC HEIGHT  -        424.221 (meters)     1391.80  (feet) COMP
 GJ0122  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 GJ0122
 GJ0122  VERT ORDER      -  SECOND    CLASS 0
 GJ0122
 GJ0122.The horizontal coordinates were determined by differentially corrected
 GJ0122.hand held GPS observations or other comparable positioning techniques
 GJ0122.and have an estimated accuracy of +/- 3 meters.
 GJ0122
 GJ0122.The orthometric height was determined by differential leveling and
 GJ0122.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0122.in June 1991.
 GJ0122
 GJ0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0122.GEOID18 height accuracy estimate available here.
 GJ0122
 GJ0122.Click photographs - Photos may exist for this station.
 GJ0122
 GJ0122.The dynamic height is computed by dividing the NAVD 88
 GJ0122.geopotential number by the normal gravity value computed on the
 GJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0122.degrees latitude (g = 980.6199 gals.).
 GJ0122
 GJ0122.The modeled gravity was interpolated from observed gravity values.
 GJ0122
 GJ0122;                    North         East    Units  Estimated Accuracy
 GJ0122;SPC OK N     -   152,940.2     539,160.6     MT  (+/- 3 meters HH1 GPS) 
 GJ0122
 GJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2887825757(NAD 83)
 GJ0122
 GJ0122                          SUPERSEDED SURVEY CONTROL
 GJ0122
 GJ0122  NGVD 29 (??/??/92)  424.426  (m)         1392.47   (f) ADJ UNCH    2 0
 GJ0122
 GJ0122.Superseded values are not recommended for survey control.
 GJ0122
 GJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0122.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0122
 GJ0122_MARKER: DB = BENCH MARK DISK
 GJ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0122_STAMPING: V 113 1935
 GJ0122_MARK LOGO: CGS
 GJ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0122+STABILITY: SURFACE MOTION
 GJ0122
 GJ0122  HISTORY     - Date     Condition        Report By
 GJ0122  HISTORY     - 1935     MONUMENTED       CGS
 GJ0122
 GJ0122                          STATION DESCRIPTION
 GJ0122
 GJ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0122'12.2 MI NW FROM ORIENTA.
 GJ0122'121.5 MILES NORTHWEST OF SANTA FE STATION AT ORIENTA 0.13 MILE
 GJ0122'WEST OF SECTION LINE ROAD TO NORTH, 0.1 MILE NORTHWEST OF UNPAINTED
 GJ0122'HOUSE, AT TOP OF FIRST SMALL RAISE, 45 FEET NORTH OF CENTER LINE
 GJ0122'OF STATE HIGHWAY 15.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0063 ***********************************************************************
 FK0063  DESIGNATION -  V 114
 FK0063  PID         -  FK0063
 FK0063  STATE/COUNTY-  OK/KINGFISHER
 FK0063  COUNTRY     -  US
 FK0063  USGS QUAD   -  OMEGA (2018)
 FK0063
 FK0063                         *CURRENT SURVEY CONTROL
 FK0063  ______________________________________________________________________
 FK0063* NAD 83(1986) POSITION- 35 50 28.96   (N) 098 09 14.04   (W)   HD_HELD1
 FK0063* NAVD 88 ORTHO HEIGHT -   347.515 (meters)     1140.14  (feet) ADJUSTED
 FK0063  ______________________________________________________________________
 FK0063  GEOID HEIGHT    -        -27.061 (meters)                     GEOID18
 FK0063  DYNAMIC HEIGHT  -        347.196 (meters)     1139.09  (feet) COMP
 FK0063  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 FK0063
 FK0063  VERT ORDER      -  SECOND    CLASS 0
 FK0063
 FK0063.The horizontal coordinates were determined by differentially corrected
 FK0063.hand held GPS observations or other comparable positioning techniques
 FK0063.and have an estimated accuracy of +/- 3 meters.
 FK0063
 FK0063.The orthometric height was determined by differential leveling and
 FK0063.adjusted by the NATIONAL GEODETIC SURVEY
 FK0063.in June 1991.
 FK0063
 FK0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0063.GEOID18 height accuracy estimate available here.
 FK0063
 FK0063.Click photographs - Photos may exist for this station.
 FK0063
 FK0063.The dynamic height is computed by dividing the NAVD 88
 FK0063.geopotential number by the normal gravity value computed on the
 FK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0063.degrees latitude (g = 980.6199 gals.).
 FK0063
 FK0063.The modeled gravity was interpolated from observed gravity values.
 FK0063
 FK0063;                    North         East    Units  Estimated Accuracy
 FK0063;SPC OK N     -    93,364.1     586,096.6     MT  (+/- 3 meters HH1 GPS) 
 FK0063
 FK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE7641066685(NAD 83)
 FK0063
 FK0063                          SUPERSEDED SURVEY CONTROL
 FK0063
 FK0063  NGVD 29 (??/??/92)  347.362  (m)         1139.64   (f) ADJ UNCH    2 0
 FK0063
 FK0063.Superseded values are not recommended for survey control.
 FK0063
 FK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0063.See file dsdata.pdf to determine how the superseded data were derived.
 FK0063
 FK0063_MARKER: DB = BENCH MARK DISK
 FK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0063_STAMPING: V 114 1935
 FK0063_MARK LOGO: CGS
 FK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0063+STABILITY: SURFACE MOTION
 FK0063
 FK0063  HISTORY     - Date     Condition        Report By
 FK0063  HISTORY     - 1935     MONUMENTED       CGS
 FK0063
 FK0063                          STATION DESCRIPTION
 FK0063
 FK0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0063'12.8 MI W FROM KINGFISHER.
 FK0063'12.8 MILES WEST OF CITY WATER PLANT AT KINGFISHER.  150 FEET
 FK0063'EAST OF CENTER OF TRIANGLE MADE BY SECTION LINE ROAD AND STATE
 FK0063'HIGHWAY 33, 45 FEET SOUTH OF STATE HIGHWAY 33, 35 FEET EAST OF
 FK0063'CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0354 ***********************************************************************
 GH0354  DESIGNATION -  V 130
 GH0354  PID         -  GH0354
 GH0354  STATE/COUNTY-  OK/NOBLE
 GH0354  COUNTRY     -  US
 GH0354  USGS QUAD   -  RED ROCK (2018)
 GH0354
 GH0354                         *CURRENT SURVEY CONTROL
 GH0354  ______________________________________________________________________
 GH0354* NAD 83(1986) POSITION- 36 26 06.     (N) 097 10 09.     (W)   SCALED
 GH0354* NAVD 88 ORTHO HEIGHT -   284.300 (meters)      932.74  (feet) ADJUSTED
 GH0354  ______________________________________________________________________
 GH0354  GEOID HEIGHT    -        -28.600 (meters)                     GEOID18
 GH0354  DYNAMIC HEIGHT  -        284.051 (meters)      931.92  (feet) COMP
 GH0354  MODELED GRAVITY -    979,749.0   (mgal)                       NAVD 88
 GH0354
 GH0354  VERT ORDER      -  SECOND    CLASS 0
 GH0354
 GH0354.The horizontal coordinates were scaled from a map and have
 GH0354.an estimated accuracy of +/- 6 seconds.
 GH0354
 GH0354.The orthometric height was determined by differential leveling and
 GH0354.adjusted by the NATIONAL GEODETIC SURVEY
 GH0354.in June 1991.
 GH0354
 GH0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0354.GEOID18 height accuracy estimate available here.
 GH0354
 GH0354.Click photographs - Photos may exist for this station.
 GH0354
 GH0354.The dynamic height is computed by dividing the NAVD 88
 GH0354.geopotential number by the normal gravity value computed on the
 GH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0354.degrees latitude (g = 980.6199 gals.).
 GH0354
 GH0354.The modeled gravity was interpolated from observed gravity values.
 GH0354
 GH0354;                    North         East    Units  Estimated Accuracy
 GH0354;SPC OK N     -   159,540.      674,490.      MT  (+/- 180 meters Scaled)
 GH0354
 GH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF641337(NAD 83)
 GH0354
 GH0354                          SUPERSEDED SURVEY CONTROL
 GH0354
 GH0354  NGVD 29 (??/??/92)  284.175  (m)          932.33   (f) ADJ UNCH    2 0
 GH0354
 GH0354.Superseded values are not recommended for survey control.
 GH0354
 GH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0354.See file dsdata.pdf to determine how the superseded data were derived.
 GH0354
 GH0354_MARKER: DB = BENCH MARK DISK
 GH0354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0354_SP_SET: BOX CULVERT
 GH0354_STAMPING: V 130 1934
 GH0354_MARK LOGO: CGS
 GH0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0354+STABILITY: SURFACE MOTION
 GH0354
 GH0354  HISTORY     - Date     Condition        Report By
 GH0354  HISTORY     - 1934     MONUMENTED       CGS
 GH0354
 GH0354                          STATION DESCRIPTION
 GH0354
 GH0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0354'2.2 MI S FROM RED ROCK.
 GH0354'ABOUT 2.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0354'FE RAILWAY FROM THE STATION AT RED ROCK, NOBLE COUNTY, ABOUT 270
 GH0354'FEET NORTH OF MILEPOST 309, ABOUT 700 FEET SOUTH OF SEMAPHORE
 GH0354'308.1, ABOUT 255 FEET NORTH OF THE CENTER OF A DIRT-ROAD CROSSING,
 GH0354'AT CULVERT 308 C, IN THE TOP OF THE WEST STONE RETAINING WALL,
 GH0354'1.2 FEET NORTH OF THE SOUTH END, AND 16.5 FEET WEST OF THE CENTER
 GH0354'LINE OF THE TRACK.  A STANDARD DISK, STAMPED V 130 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0007 ***********************************************************************
 GH0007  DESIGNATION -  V 132
 GH0007  PID         -  GH0007
 GH0007  STATE/COUNTY-  OK/OSAGE
 GH0007  COUNTRY     -  US
 GH0007  USGS QUAD   -  PEARSONIA (2018)
 GH0007
 GH0007                         *CURRENT SURVEY CONTROL
 GH0007  ______________________________________________________________________
 GH0007* NAD 83(1986) POSITION- 36 45 04.     (N) 096 24 06.     (W)   SCALED
 GH0007* NAVD 88 ORTHO HEIGHT -   268.348 (meters)      880.41  (feet) ADJUSTED
 GH0007  ______________________________________________________________________
 GH0007  GEOID HEIGHT    -        -28.514 (meters)                     GEOID18
 GH0007  DYNAMIC HEIGHT  -        268.130 (meters)      879.69  (feet) COMP
 GH0007  MODELED GRAVITY -    979,810.1   (mgal)                       NAVD 88
 GH0007
 GH0007  VERT ORDER      -  SECOND    CLASS 0
 GH0007
 GH0007.The horizontal coordinates were scaled from a map and have
 GH0007.an estimated accuracy of +/- 6 seconds.
 GH0007
 GH0007.The orthometric height was determined by differential leveling and
 GH0007.adjusted by the NATIONAL GEODETIC SURVEY
 GH0007.in June 1991.
 GH0007
 GH0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0007.GEOID18 height accuracy estimate available here.
 GH0007
 GH0007.Click photographs - Photos may exist for this station.
 GH0007
 GH0007.The dynamic height is computed by dividing the NAVD 88
 GH0007.geopotential number by the normal gravity value computed on the
 GH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0007.degrees latitude (g = 980.6199 gals.).
 GH0007
 GH0007.The modeled gravity was interpolated from observed gravity values.
 GH0007
 GH0007;                    North         East    Units  Estimated Accuracy
 GH0007;SPC OK N     -   195,470.      742,730.      MT  (+/- 180 meters Scaled)
 GH0007
 GH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF319704(NAD 83)
 GH0007
 GH0007                          SUPERSEDED SURVEY CONTROL
 GH0007
 GH0007  NGVD 29 (??/??/92)  268.234  (m)          880.03   (f) ADJ UNCH    2 0
 GH0007
 GH0007.Superseded values are not recommended for survey control.
 GH0007
 GH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0007.See file dsdata.pdf to determine how the superseded data were derived.
 GH0007
 GH0007_MARKER: DB = BENCH MARK DISK
 GH0007_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0007_STAMPING: V 132 1934
 GH0007_MARK LOGO: CGS
 GH0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0007
 GH0007  HISTORY     - Date     Condition        Report By
 GH0007  HISTORY     - 1934     MONUMENTED       CGS
 GH0007
 GH0007                          STATION DESCRIPTION
 GH0007
 GH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0007'7.8 MI NW FROM PAWHUSKA.
 GH0007'7.8 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0007'STATION AT PAWHUSKA, OSAGE COUNTY, 47.2 FEET SOUTHEAST OF THE
 GH0007'STATION SIGN AT MYERS, 0.4 MILE NORTH OF MILEPOST 208, 36 FEET
 GH0007'EAST OF THE CENTER LINE OF THE MAIN TRACK, AND 5.5 FEET NORTH OF
 GH0007'POLE E 41.  A STANDARD DISK, STAMPED V 132 1934 AND SET IN THE
 GH0007'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0113 ***********************************************************************
 GH0113  DESIGNATION -  V 133
 GH0113  PID         -  GH0113
 GH0113  STATE/COUNTY-  OK/OSAGE
 GH0113  COUNTRY     -  US
 GH0113  USGS QUAD   -  AVANT (2018)
 GH0113
 GH0113                         *CURRENT SURVEY CONTROL
 GH0113  ______________________________________________________________________
 GH0113* NAD 83(1986) POSITION- 36 25 46.     (N) 096 00 51.     (W)   SCALED
 GH0113* NAVD 88 ORTHO HEIGHT -   198.504 (meters)      651.26  (feet) ADJUSTED
 GH0113  ______________________________________________________________________
 GH0113  GEOID HEIGHT    -        -28.771 (meters)                     GEOID18
 GH0113  DYNAMIC HEIGHT  -        198.336 (meters)      650.71  (feet) COMP
 GH0113  MODELED GRAVITY -    979,780.5   (mgal)                       NAVD 88
 GH0113
 GH0113  VERT ORDER      -  SECOND    CLASS 0
 GH0113
 GH0113.The horizontal coordinates were scaled from a map and have
 GH0113.an estimated accuracy of +/- 6 seconds.
 GH0113
 GH0113.The orthometric height was determined by differential leveling and
 GH0113.adjusted by the NATIONAL GEODETIC SURVEY
 GH0113.in June 1991.
 GH0113
 GH0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0113.GEOID18 height accuracy estimate available here.
 GH0113
 GH0113.Click photographs - Photos may exist for this station.
 GH0113
 GH0113.The dynamic height is computed by dividing the NAVD 88
 GH0113.geopotential number by the normal gravity value computed on the
 GH0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0113.degrees latitude (g = 980.6199 gals.).
 GH0113
 GH0113.The modeled gravity was interpolated from observed gravity values.
 GH0113
 GH0113;                    North         East    Units  Estimated Accuracy
 GH0113;SPC OK N     -   160,420.      778,050.      MT  (+/- 180 meters Scaled)
 GH0113
 GH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF676357(NAD 83)
 GH0113
 GH0113                          SUPERSEDED SURVEY CONTROL
 GH0113
 GH0113  NGVD 29 (??/??/92)  198.391  (m)          650.89   (f) ADJ UNCH    2 0
 GH0113
 GH0113.Superseded values are not recommended for survey control.
 GH0113
 GH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0113.See file dsdata.pdf to determine how the superseded data were derived.
 GH0113
 GH0113_MARKER: DB = BENCH MARK DISK
 GH0113_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0113_STAMPING: V 133 1934
 GH0113_MARK LOGO: CGS
 GH0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0113
 GH0113  HISTORY     - Date     Condition        Report By
 GH0113  HISTORY     - 1934     MONUMENTED       CGS
 GH0113
 GH0113                          STATION DESCRIPTION
 GH0113
 GH0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0113'4.4 MI NW FROM SKIATOOK.
 GH0113'IN OSAGE COUNTY, 4.4 MILES NORTHWEST ALONG THE MIDLAND VALLEY
 GH0113'RAILROAD FROM THE STATION AT SKIATOOK, TULSA COUNTY, 255 FEET
 GH0113'NORTH OF MILEPOST 171, 330 FEET SOUTH OF THE SOUTH END OF
 GH0113'WOODEN TRESTLE NO. 171.1, AT A DIRT-ROAD CROSSING, 60 FEET
 GH0113'EAST OF THE CENTER LINE OF THE TRACK, 21 FEET SOUTH OF THE
 GH0113'CENTER LINE OF THE ROAD, AND 4 FEET SOUTHWEST OF THE NORTHEAST
 GH0113'CORNER OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GH0113'V 133 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0277 ***********************************************************************
 GG0277  DESIGNATION -  V 134
 GG0277  PID         -  GG0277
 GG0277  STATE/COUNTY-  OK/CRAIG
 GG0277  COUNTRY     -  US
 GG0277  USGS QUAD   -  VINITA (2019)
 GG0277
 GG0277                         *CURRENT SURVEY CONTROL
 GG0277  ______________________________________________________________________
 GG0277* NAD 83(1986) POSITION- 36 39 21.     (N) 095 10 45.     (W)   SCALED
 GG0277* NAVD 88 ORTHO HEIGHT -   214.530 (meters)      703.84  (feet) ADJUSTED
 GG0277  ______________________________________________________________________
 GG0277  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 GG0277  DYNAMIC HEIGHT  -        214.351 (meters)      703.25  (feet) COMP
 GG0277  MODELED GRAVITY -    979,793.8   (mgal)                       NAVD 88
 GG0277
 GG0277  VERT ORDER      -  SECOND    CLASS 0
 GG0277
 GG0277.The horizontal coordinates were scaled from a map and have
 GG0277.an estimated accuracy of +/- 6 seconds.
 GG0277
 GG0277.The orthometric height was determined by differential leveling and
 GG0277.adjusted by the NATIONAL GEODETIC SURVEY
 GG0277.in June 1991.
 GG0277
 GG0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0277.GEOID18 height accuracy estimate available here.
 GG0277
 GG0277.Click photographs - Photos may exist for this station.
 GG0277
 GG0277.The dynamic height is computed by dividing the NAVD 88
 GG0277.geopotential number by the normal gravity value computed on the
 GG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0277.degrees latitude (g = 980.6199 gals.).
 GG0277
 GG0277.The modeled gravity was interpolated from observed gravity values.
 GG0277
 GG0277;                    North         East    Units  Estimated Accuracy
 GG0277;SPC OK N     -   187,390.      852,170.      MT  (+/- 180 meters Scaled)
 GG0277
 GG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA052589(NAD 83)
 GG0277
 GG0277                          SUPERSEDED SURVEY CONTROL
 GG0277
 GG0277  NGVD 29 (??/??/92)  214.416  (m)          703.46   (f) ADJ UNCH    2 0
 GG0277
 GG0277.Superseded values are not recommended for survey control.
 GG0277
 GG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0277.See file dsdata.pdf to determine how the superseded data were derived.
 GG0277
 GG0277_MARKER: DB = BENCH MARK DISK
 GG0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0277_STAMPING: V 134 1934
 GG0277_MARK LOGO: CGS
 GG0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0277+STABILITY: SURFACE MOTION
 GG0277
 GG0277  HISTORY     - Date     Condition        Report By
 GG0277  HISTORY     - 1934     MONUMENTED       CGS
 GG0277  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0277
 GG0277                          STATION DESCRIPTION
 GG0277
 GG0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0277'3.4 MI NW FROM VINITA.
 GG0277'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE
 GG0277'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT VINITA, CRAIG COUNTY,
 GG0277'0.3 MILE EAST OF A CONCRETE BRIDGE, 33 FEET EAST OF THE
 GG0277'CENTERLINE OF A NORTH-AND-SOUTH GRAVEL CROSSROAD, 30 FEET NORTH
 GG0277'OF THE CENTERLINE OF THE HIGHWAY, AND 13.3 FEET NORTH OF THE
 GG0277'SOUTHWEST CORNER OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GG0277'STAMPED V 134 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0277
 GG0277                          STATION RECOVERY (1988)
 GG0277
 GG0277'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0267 ***********************************************************************
 GG0267  DESIGNATION -  V 135
 GG0267  PID         -  GG0267
 GG0267  STATE/COUNTY-  OK/NOWATA
 GG0267  COUNTRY     -  US
 GG0267  USGS QUAD   -  CHELSEA NW (2019)
 GG0267
 GG0267                         *CURRENT SURVEY CONTROL
 GG0267  ______________________________________________________________________
 GG0267* NAD 83(1986) POSITION- 36 41 56.     (N) 095 26 13.     (W)   SCALED
 GG0267* NAVD 88 ORTHO HEIGHT -   232.374 (meters)      762.38  (feet) ADJUSTED
 GG0267  ______________________________________________________________________
 GG0267  GEOID HEIGHT    -        -29.390 (meters)                     GEOID18
 GG0267  DYNAMIC HEIGHT  -        232.181 (meters)      761.75  (feet) COMP
 GG0267  MODELED GRAVITY -    979,798.9   (mgal)                       NAVD 88
 GG0267
 GG0267  VERT ORDER      -  SECOND    CLASS 0
 GG0267
 GG0267.The horizontal coordinates were scaled from a map and have
 GG0267.an estimated accuracy of +/- 6 seconds.
 GG0267
 GG0267.The orthometric height was determined by differential leveling and
 GG0267.adjusted by the NATIONAL GEODETIC SURVEY
 GG0267.in June 1991.
 GG0267
 GG0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0267.GEOID18 height accuracy estimate available here.
 GG0267
 GG0267.Click photographs - Photos may exist for this station.
 GG0267
 GG0267.The dynamic height is computed by dividing the NAVD 88
 GG0267.geopotential number by the normal gravity value computed on the
 GG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0267.degrees latitude (g = 980.6199 gals.).
 GG0267
 GG0267.The modeled gravity was interpolated from observed gravity values.
 GG0267
 GG0267;                    North         East    Units  Estimated Accuracy
 GG0267;SPC OK N     -   191,530.      829,010.      MT  (+/- 180 meters Scaled)
 GG0267
 GG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA822642(NAD 83)
 GG0267
 GG0267                          SUPERSEDED SURVEY CONTROL
 GG0267
 GG0267  NGVD 29 (??/??/92)  232.249  (m)          761.97   (f) ADJ UNCH    2 0
 GG0267
 GG0267.Superseded values are not recommended for survey control.
 GG0267
 GG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0267.See file dsdata.pdf to determine how the superseded data were derived.
 GG0267
 GG0267_MARKER: DB = BENCH MARK DISK
 GG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0267_STAMPING: V 135 1934
 GG0267_MARK LOGO: CGS
 GG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0267+STABILITY: SURFACE MOTION
 GG0267
 GG0267  HISTORY     - Date     Condition        Report By
 GG0267  HISTORY     - 1934     MONUMENTED       CGS
 GG0267
 GG0267                          STATION DESCRIPTION
 GG0267
 GG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0267'7.9 MI W FROM NATALLE.
 GG0267'IN NEWATA COUNTY, ABOUT 7.9 MILES WEST ALONG U.S. HIGHWAY 60
 GG0267'FROM THE POST OFFICE AT NATALLE, CRAIG COUNTY, ABOUT 0.9 MILES
 GG0267'WEST OF A NORTH-AND-SOUTH DIRT ROAD CROSSING, ABOUT 1204 FEET
 GG0267'NORTHEAST OF THE SAM WILKISN PARAMOUTN, 26.4 FEET SOUTH OF THE
 GG0267'CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTHWEST OF THE
 GG0267'INTERSECTION OF THE RIGHT OF WAY FENCE, AND A FENCE.  A STANDARD
 GG0267'DISK, STAMPED V 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0268 ***********************************************************************
 GG0268  DESIGNATION -  V 135 RESET
 GG0268  PID         -  GG0268
 GG0268  STATE/COUNTY-  OK/NOWATA
 GG0268  COUNTRY     -  US
 GG0268  USGS QUAD   -  CHELSEA NW (2019)
 GG0268
 GG0268                         *CURRENT SURVEY CONTROL
 GG0268  ______________________________________________________________________
 GG0268* NAD 83(1986) POSITION- 36 41 55.     (N) 095 26 13.     (W)   SCALED
 GG0268* NAVD 88 ORTHO HEIGHT -   232.44  (+/-2cm)      762.6   (feet) VERTCON3
 GG0268  ______________________________________________________________________
 GG0268  GEOID HEIGHT    -        -29.390 (meters)                     GEOID18
 GG0268  VERT ORDER      -  THIRD (See Below)
 GG0268
 GG0268.The horizontal coordinates were scaled from a map and have
 GG0268.an estimated accuracy of +/- 6 seconds.
 GG0268
 GG0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0268
 GG0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0268.GEOID18 height accuracy estimate available here.
 GG0268
 GG0268.The vertical order pertains to the NGVD 29 superseded value.
 GG0268
 GG0268.Click photographs - Photos may exist for this station.
 GG0268
 GG0268;                    North         East    Units  Estimated Accuracy
 GG0268;SPC OK N     -   191,490.      829,010.      MT  (+/- 180 meters Scaled)
 GG0268
 GG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA822642(NAD 83)
 GG0268
 GG0268                          SUPERSEDED SURVEY CONTROL
 GG0268
 GG0268  NGVD 29 (??/??/??)  232.32   (m)          762.2    (f) RESET       3  
 GG0268
 GG0268.Superseded values are not recommended for survey control.
 GG0268
 GG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0268.See file dsdata.pdf to determine how the superseded data were derived.
 GG0268
 GG0268_MARKER: DB = BENCH MARK DISK
 GG0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0268_STAMPING: V 135 RESET 1936
 GG0268_MARK LOGO: CGS
 GG0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0268+STABILITY: SURFACE MOTION
 GG0268
 GG0268  HISTORY     - Date     Condition        Report By
 GG0268  HISTORY     - 1936     MONUMENTED       OKDH
 GG0268  HISTORY     - 1936     GOOD             CGS
 GG0268
 GG0268                          STATION DESCRIPTION
 GG0268
 GG0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GG0268'NEAR ESTELLA.
 GG0268'1,710 FEET WEST OF THE NORTHEAST CORNER OF SECTION 36, T 26 N,
 GG0268'R 17 E, AND 17 FEET SOUTH OF THE ORIGINAL LOCATION AS DESCRIBED
 GG0268'ON PAGE 4 OF THIS LIST.  A STANDARD DISK, STAMPED V 135 RESET
 GG0268'1936 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0085 ***********************************************************************
 GH0085  DESIGNATION -  V 136
 GH0085  PID         -  GH0085
 GH0085  STATE/COUNTY-  OK/PAWNEE
 GH0085  COUNTRY     -  US
 GH0085  USGS QUAD   -  CLEVELAND (2018)
 GH0085
 GH0085                         *CURRENT SURVEY CONTROL
 GH0085  ______________________________________________________________________
 GH0085* NAD 83(1986) POSITION- 36 18 40.     (N) 096 27 40.     (W)   SCALED
 GH0085* NAVD 88 ORTHO HEIGHT -   236.887 (meters)      777.19  (feet) ADJUSTED
 GH0085  ______________________________________________________________________
 GH0085  GEOID HEIGHT    -        -28.356 (meters)                     GEOID18
 GH0085  DYNAMIC HEIGHT  -        236.685 (meters)      776.52  (feet) COMP
 GH0085  MODELED GRAVITY -    979,774.2   (mgal)                       NAVD 88
 GH0085
 GH0085  VERT ORDER      -  SECOND    CLASS 0
 GH0085
 GH0085.The horizontal coordinates were scaled from a map and have
 GH0085.an estimated accuracy of +/- 6 seconds.
 GH0085
 GH0085.The orthometric height was determined by differential leveling and
 GH0085.adjusted by the NATIONAL GEODETIC SURVEY
 GH0085.in June 1991.
 GH0085
 GH0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0085.GEOID18 height accuracy estimate available here.
 GH0085
 GH0085.Click photographs - Photos may exist for this station.
 GH0085
 GH0085.The dynamic height is computed by dividing the NAVD 88
 GH0085.geopotential number by the normal gravity value computed on the
 GH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0085.degrees latitude (g = 980.6199 gals.).
 GH0085
 GH0085.The modeled gravity was interpolated from observed gravity values.
 GH0085
 GH0085;                    North         East    Units  Estimated Accuracy
 GH0085;SPC OK N     -   146,570.      738,190.      MT  (+/- 180 meters Scaled)
 GH0085
 GH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF279214(NAD 83)
 GH0085
 GH0085                          SUPERSEDED SURVEY CONTROL
 GH0085
 GH0085  NGVD 29 (??/??/92)  236.787  (m)          776.86   (f) ADJ UNCH    2 0
 GH0085
 GH0085.Superseded values are not recommended for survey control.
 GH0085
 GH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0085.See file dsdata.pdf to determine how the superseded data were derived.
 GH0085
 GH0085_MARKER: DB = BENCH MARK DISK
 GH0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0085_SP_SET: BUILDING
 GH0085_STAMPING: V 136 1934
 GH0085_MARK LOGO: CGS
 GH0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0085
 GH0085  HISTORY     - Date     Condition        Report By
 GH0085  HISTORY     - 1934     MONUMENTED       CGS
 GH0085  HISTORY     - 1945     GOOD             CGS
 GH0085
 GH0085                          STATION DESCRIPTION
 GH0085
 GH0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GH0085'AT CLEVELAND.
 GH0085'AT CLEVELAND, PAWNEE COUNTY, AT THE HIGH SCHOOL, IN THE FACE
 GH0085'OF THE SOUTH BRICK WALL, 8.3 FEET WEST OF THE CENTER OF THE
 GH0085'SOUTH FRONT ENTRANCE, AND 4.2 FEET ABOVE GROUND.  A STANDARD
 GH0085'DISK, STAMPED V 136 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0446 ***********************************************************************
 GG0446  DESIGNATION -  V 137
 GG0446  PID         -  GG0446
 GG0446  STATE/COUNTY-  OK/WAGONER
 GG0446  COUNTRY     -  US
 GG0446  USGS QUAD   -  ONETA (2019)
 GG0446
 GG0446                         *CURRENT SURVEY CONTROL
 GG0446  ______________________________________________________________________
 GG0446* NAD 83(1986) POSITION- 36 01 04.     (N) 095 42 26.     (W)   SCALED
 GG0446* NAVD 88 ORTHO HEIGHT -   218.965 (meters)      718.39  (feet) ADJUSTED
 GG0446  ______________________________________________________________________
 GG0446  GEOID HEIGHT    -        -29.186 (meters)                     GEOID18
 GG0446  DYNAMIC HEIGHT  -        218.772 (meters)      717.75  (feet) COMP
 GG0446  MODELED GRAVITY -    979,744.9   (mgal)                       NAVD 88
 GG0446
 GG0446  VERT ORDER      -  SECOND    CLASS 0
 GG0446
 GG0446.The horizontal coordinates were scaled from a map and have
 GG0446.an estimated accuracy of +/- 6 seconds.
 GG0446
 GG0446.The orthometric height was determined by differential leveling and
 GG0446.adjusted by the NATIONAL GEODETIC SURVEY
 GG0446.in June 1991.
 GG0446
 GG0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0446.GEOID18 height accuracy estimate available here.
 GG0446
 GG0446.Click photographs - Photos may exist for this station.
 GG0446
 GG0446.The dynamic height is computed by dividing the NAVD 88
 GG0446.geopotential number by the normal gravity value computed on the
 GG0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0446.degrees latitude (g = 980.6199 gals.).
 GG0446
 GG0446.The modeled gravity was interpolated from observed gravity values.
 GG0446
 GG0446;                    North         East    Units  Estimated Accuracy
 GG0446;SPC OK N     -   115,370.      806,650.      MT  (+/- 180 meters Scaled)
 GG0446
 GG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV560893(NAD 83)
 GG0446
 GG0446                          SUPERSEDED SURVEY CONTROL
 GG0446
 GG0446  NGVD 29 (??/??/92)  218.847  (m)          718.00   (f) ADJ UNCH    2 0
 GG0446
 GG0446.Superseded values are not recommended for survey control.
 GG0446
 GG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0446.See file dsdata.pdf to determine how the superseded data were derived.
 GG0446
 GG0446_MARKER: DB = BENCH MARK DISK
 GG0446_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0446_STAMPING: V 137 1934
 GG0446_MARK LOGO: CGS
 GG0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0446
 GG0446  HISTORY     - Date     Condition        Report By
 GG0446  HISTORY     - 1934     MONUMENTED       CGS
 GG0446  HISTORY     - 1960     GOOD             CGS
 GG0446
 GG0446                          STATION DESCRIPTION
 GG0446
 GG0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0446'IN ONETA.
 GG0446'175 FEET EAST OF EAST END OF MISSOURI, KANSAS, TEXAS R.R. STATION,
 GG0446'165 FEET SOUTHWEST OF M.P. 297, 70 FEET SOUTHWEST OF EAST
 GG0446'SWITCH STAND TO ONETA SIDING, 54 FEET SOUTH OF CENTERLINE
 GG0446'OF MAIN LINE TRACK OF M.K.T. RY. STATION, 2.7 FEET SOUTH
 GG0446'OF TELEPHONE POLE 74.  TABLET SET IN PRECAST CONCRETE POST.
 GG0446
 GG0446                          STATION RECOVERY (1960)
 GG0446
 GG0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0240 ***********************************************************************
 FJ0240  DESIGNATION -  V 138
 FJ0240  PID         -  FJ0240
 FJ0240  STATE/COUNTY-  OK/CREEK
 FJ0240  COUNTRY     -  US
 FJ0240  USGS QUAD   -  DEPEW (2018)
 FJ0240
 FJ0240                         *CURRENT SURVEY CONTROL
 FJ0240  ______________________________________________________________________
 FJ0240* NAD 83(1986) POSITION- 35 47 42.     (N) 096 31 34.     (W)   SCALED
 FJ0240* NAVD 88 ORTHO HEIGHT -   268.734 (meters)      881.67  (feet) ADJUSTED
 FJ0240  ______________________________________________________________________
 FJ0240  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 FJ0240  DYNAMIC HEIGHT  -        268.489 (meters)      880.87  (feet) COMP
 FJ0240  MODELED GRAVITY -    979,714.3   (mgal)                       NAVD 88
 FJ0240
 FJ0240  VERT ORDER      -  SECOND    CLASS 0
 FJ0240
 FJ0240.The horizontal coordinates were scaled from a map and have
 FJ0240.an estimated accuracy of +/- 6 seconds.
 FJ0240
 FJ0240.The orthometric height was determined by differential leveling and
 FJ0240.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0240.in June 1991.
 FJ0240
 FJ0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0240.GEOID18 height accuracy estimate available here.
 FJ0240
 FJ0240.Click photographs - Photos may exist for this station.
 FJ0240
 FJ0240.The dynamic height is computed by dividing the NAVD 88
 FJ0240.geopotential number by the normal gravity value computed on the
 FJ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0240.degrees latitude (g = 980.6199 gals.).
 FJ0240
 FJ0240.The modeled gravity was interpolated from observed gravity values.
 FJ0240
 FJ0240;                    North         East    Units  Estimated Accuracy
 FJ0240;SPC OK N     -    89,220.      733,230.      MT  (+/- 180 meters Scaled)
 FJ0240
 FJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE235640(NAD 83)
 FJ0240
 FJ0240                          SUPERSEDED SURVEY CONTROL
 FJ0240
 FJ0240  NGVD 29 (??/??/92)  268.624  (m)          881.31   (f) ADJ UNCH    2 0
 FJ0240
 FJ0240.Superseded values are not recommended for survey control.
 FJ0240
 FJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0240.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0240
 FJ0240_MARKER: DB = BENCH MARK DISK
 FJ0240_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0240+WITH SETTING: PAVEMENT
 FJ0240_SP_SET: SIGNAL BOX FOUNDATION
 FJ0240_STAMPING: V 138 1934
 FJ0240_MARK LOGO: CGS
 FJ0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0240
 FJ0240  HISTORY     - Date     Condition        Report By
 FJ0240  HISTORY     - 1934     MONUMENTED       CGS
 FJ0240
 FJ0240                          STATION DESCRIPTION
 FJ0240
 FJ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0240'1.6 MI SW FROM DEPEW.
 FJ0240'1.6 MILES SOUTHWEST OF 300 FEET SOUTH OF M.P. 468, 30 FEET
 FJ0240'NORTH OF CENTERLINE OF DIRT ROAD CROSSING, 21.5 FT. EAST OF
 FJ0240'SEMAPHORE 468.1, 114 FT. EAST OF CENTERLINE OF ST. LOUIS AND
 FJ0240'SAN FRANCISCO RY., BRONZE TABLET SET IN NORTHWEST CORNER OF
 FJ0240'CONCRETE FOUNDATION TO SIGNAL BOX FOR SEMAPHORE, 468.1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0236 ***********************************************************************
 GK0236  DESIGNATION -  V 14
 GK0236  PID         -  GK0236
 GK0236  STATE/COUNTY-  OK/TEXAS
 GK0236  COUNTRY     -  US
 GK0236  USGS QUAD   -  GUYMON (2018)
 GK0236
 GK0236                         *CURRENT SURVEY CONTROL
 GK0236  ______________________________________________________________________
 GK0236* NAD 83(1986) POSITION- 36 40 52.     (N) 101 28 43.     (W)   SCALED
 GK0236* NAVD 88 ORTHO HEIGHT -   951.832 (meters)     3122.80  (feet) ADJUSTED
 GK0236  ______________________________________________________________________
 GK0236  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 GK0236  DYNAMIC HEIGHT  -        950.849 (meters)     3119.58  (feet) COMP
 GK0236  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 GK0236
 GK0236  VERT ORDER      -  FIRST     CLASS II
 GK0236
 GK0236.The horizontal coordinates were scaled from a map and have
 GK0236.an estimated accuracy of +/- 6 seconds.
 GK0236
 GK0236.The orthometric height was determined by differential leveling and
 GK0236.adjusted by the NATIONAL GEODETIC SURVEY
 GK0236.in June 1991.
 GK0236
 GK0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0236.GEOID18 height accuracy estimate available here.
 GK0236
 GK0236.Click photographs - Photos may exist for this station.
 GK0236
 GK0236.The dynamic height is computed by dividing the NAVD 88
 GK0236.geopotential number by the normal gravity value computed on the
 GK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0236.degrees latitude (g = 980.6199 gals.).
 GK0236
 GK0236.The modeled gravity was interpolated from observed gravity values.
 GK0236
 GK0236;                    North         East    Units  Estimated Accuracy
 GK0236;SPC OK N     -   192,100.      289,150.      MT  (+/- 180 meters Scaled)
 GK0236
 GK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF785623(NAD 83)
 GK0236
 GK0236                          SUPERSEDED SURVEY CONTROL
 GK0236
 GK0236  NGVD 29 (??/??/92)  951.393  (m)         3121.36   (f) ADJ UNCH    1 2
 GK0236
 GK0236.Superseded values are not recommended for survey control.
 GK0236
 GK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0236.See file dsdata.pdf to determine how the superseded data were derived.
 GK0236
 GK0236_MARKER: DB = BENCH MARK DISK
 GK0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0236_SP_SET: FOUNDATION
 GK0236_STAMPING: V 14 1933
 GK0236_MARK LOGO: CGS
 GK0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GK0236+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GK0236
 GK0236  HISTORY     - Date     Condition        Report By
 GK0236  HISTORY     - 1933     MONUMENTED       CGS
 GK0236  HISTORY     - 1971     GOOD             NGS
 GK0236  HISTORY     - 20020724 GOOD             NGS
 GK0236
 GK0236                          STATION DESCRIPTION
 GK0236
 GK0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0236'IN GUYMON.
 GK0236'AT THE CITY WATER TANK, 4TH, AND SULLIVAN STREETS.  SET IN THE NORTH
 GK0236'CONCRETE BLOCK FOUNDATION OF TANK.  240 FEET SOUTH OF THE CENTERLINE
 GK0236'OF THE TRACKS OF THE ROCK ISLAND RAILROAD, AT POINT, 4TH. STREET
 GK0236'CROSSES TRACKS.
 GK0236
 GK0236                          STATION RECOVERY (1971)
 GK0236
 GK0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0236'RECOVERED IN GOOD CONDITION.
 GK0236
 GK0236                          STATION RECOVERY (2002)
 GK0236
 GK0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 GK0236'WATER TOWER IS IN PLACE, BUT IS FENCED OFF, PREVENTING EASY ACCESS TO
 GK0236'MARK.  RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0622 ***********************************************************************
 FH0622  DESIGNATION -  V 140
 FH0622  PID         -  FH0622
 FH0622  STATE/COUNTY-  OK/MUSKOGEE
 FH0622  COUNTRY     -  US
 FH0622  USGS QUAD   -  STIGLER WEST (2018)
 FH0622
 FH0622                         *CURRENT SURVEY CONTROL
 FH0622  ______________________________________________________________________
 FH0622* NAD 83(1986) POSITION- 35 17 54.     (N) 095 14 21.     (W)   SCALED
 FH0622* NAVD 88 ORTHO HEIGHT -   171.028 (meters)      561.11  (feet) ADJUSTED
 FH0622  ______________________________________________________________________
 FH0622  GEOID HEIGHT    -        -30.405 (meters)                     GEOID18
 FH0622  DYNAMIC HEIGHT  -        170.864 (meters)      560.58  (feet) COMP
 FH0622  MODELED GRAVITY -    979,670.6   (mgal)                       NAVD 88
 FH0622
 FH0622  VERT ORDER      -  SECOND    CLASS 0
 FH0622
 FH0622.The horizontal coordinates were scaled from a map and have
 FH0622.an estimated accuracy of +/- 6 seconds.
 FH0622
 FH0622.The orthometric height was determined by differential leveling and
 FH0622.adjusted by the NATIONAL GEODETIC SURVEY
 FH0622.in June 1991.
 FH0622
 FH0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0622.GEOID18 height accuracy estimate available here.
 FH0622
 FH0622.Click photographs - Photos may exist for this station.
 FH0622
 FH0622.The dynamic height is computed by dividing the NAVD 88
 FH0622.geopotential number by the normal gravity value computed on the
 FH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0622.degrees latitude (g = 980.6199 gals.).
 FH0622
 FH0622.The modeled gravity was interpolated from observed gravity values.
 FH0622
 FH0622;                    North         East    Units  Estimated Accuracy
 FH0622;SPC OK N     -    36,670.      851,090.      MT  (+/- 180 meters Scaled)
 FH0622
 FH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV963084(NAD 83)
 FH0622
 FH0622                          SUPERSEDED SURVEY CONTROL
 FH0622
 FH0622  NGVD 29 (??/??/92)  170.925  (m)          560.78   (f) ADJ UNCH    2 0
 FH0622
 FH0622.Superseded values are not recommended for survey control.
 FH0622
 FH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0622.See file dsdata.pdf to determine how the superseded data were derived.
 FH0622
 FH0622_MARKER: DB = BENCH MARK DISK
 FH0622_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0622_STAMPING: V 140 1934
 FH0622_MARK LOGO: CGS
 FH0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0622
 FH0622  HISTORY     - Date     Condition        Report By
 FH0622  HISTORY     - 1934     MONUMENTED       CGS
 FH0622  HISTORY     - 1960     GOOD             CGS
 FH0622
 FH0622                          STATION DESCRIPTION
 FH0622
 FH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0622'AT BRIARTOWN.
 FH0622'AT BRIARTOWN, MUSKOGEE COUNTY, ON THE MIDLAND VALLEY RAILROAD,
 FH0622'125 FEET NORTH OF THE NORTH END OF THE STATION, ABOUT 280 FEET
 FH0622'NORTHWEST OF MILEPOST 63, 42 FEET NORTHEAST OF THE CENTERLINE
 FH0622'OF THE MAIN TRACK, AND 6 FEET NORTHEAST OF A TELEPHONE POLE.
 FH0622'NOTE-- THE RAILROAD STATION HAS BEEN REMOVED FROM BRIARTOWN.
 FH0622'THE MARK WAS RECOVERED ABOUT 6 FEET EAST OF THE FIRST POLE
 FH0622'NORTH OF A SMALL BUILDING ON THE EAST SIDE OF THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0367 ***********************************************************************
 FJ0367  DESIGNATION -  V 141
 FJ0367  PID         -  FJ0367
 FJ0367  STATE/COUNTY-  OK/MCCLAIN
 FJ0367  COUNTRY     -  US
 FJ0367  USGS QUAD   -  WASHINGTON (2018)
 FJ0367
 FJ0367                         *CURRENT SURVEY CONTROL
 FJ0367  ______________________________________________________________________
 FJ0367* NAD 83(1986) POSITION- 35 03 44.     (N) 097 29 02.     (W)   SCALED
 FJ0367* NAVD 88 ORTHO HEIGHT -   331.145 (meters)     1086.43  (feet) ADJUSTED
 FJ0367  ______________________________________________________________________
 FJ0367  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 FJ0367  DYNAMIC HEIGHT  -        330.822 (meters)     1085.37  (feet) COMP
 FJ0367  MODELED GRAVITY -    979,647.6   (mgal)                       NAVD 88
 FJ0367
 FJ0367  VERT ORDER      -  SECOND    CLASS 0
 FJ0367
 FJ0367.The horizontal coordinates were scaled from a map and have
 FJ0367.an estimated accuracy of +/- 6 seconds.
 FJ0367
 FJ0367.The orthometric height was determined by differential leveling and
 FJ0367.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0367.in June 1991.
 FJ0367
 FJ0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0367.GEOID18 height accuracy estimate available here.
 FJ0367
 FJ0367.Click photographs - Photos may exist for this station.
 FJ0367
 FJ0367.The dynamic height is computed by dividing the NAVD 88
 FJ0367.geopotential number by the normal gravity value computed on the
 FJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0367.degrees latitude (g = 980.6199 gals.).
 FJ0367
 FJ0367.The modeled gravity was interpolated from observed gravity values.
 FJ0367
 FJ0367;                    North         East    Units  Estimated Accuracy
 FJ0367;SPC OK S     -   191,900.      647,080.      MT  (+/- 180 meters Scaled)
 FJ0367
 FJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD382809(NAD 83)
 FJ0367
 FJ0367                          SUPERSEDED SURVEY CONTROL
 FJ0367
 FJ0367  NGVD 29 (??/??/92)  331.040  (m)         1086.09   (f) ADJ UNCH    2 0
 FJ0367
 FJ0367.Superseded values are not recommended for survey control.
 FJ0367
 FJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0367.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0367
 FJ0367_MARKER: DB = BENCH MARK DISK
 FJ0367_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0367_STAMPING: V 141 1934
 FJ0367_MARK LOGO: CGS
 FJ0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0367
 FJ0367  HISTORY     - Date     Condition        Report By
 FJ0367  HISTORY     - 1934     MONUMENTED       CGS
 FJ0367  HISTORY     - 1961     GOOD
 FJ0367  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FJ0367
 FJ0367                          STATION DESCRIPTION
 FJ0367
 FJ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0367'IN WASHINGTON.
 FJ0367'IN THE TOWN OF WASHINGTON MARK SET AT SOUTHWEST SIDE OF ATCHINSON
 FJ0367'TOPEKA SANTA FE, RY., 21.2 FEET SOUTH OF A.T. AND S.F. RY. TRACK
 FJ0367'CENTERLINE, 14.3 FEET SOUTHWEST OF NORTHWEST CORNER OF STATION,
 FJ0367'13.1 FEET WEST OF WEST SIDE OF STATION, 6.1 FEET EAST OF WATER
 FJ0367'PUMP, 3.2 FEET NORTH OF TELEPHONE POLE.  TABLET SET IN PRECAST
 FJ0367'CONCRETE POST.
 FJ0367
 FJ0367                          STATION RECOVERY (1961)
 FJ0367
 FJ0367'RECOVERED 1961
 FJ0367'RECOVERED IN GOOD CONDITION.
 FJ0367
 FJ0367                          STATION RECOVERY (1997)
 FJ0367
 FJ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0367'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0324 ***********************************************************************
 FJ0324  DESIGNATION -  V 142
 FJ0324  PID         -  FJ0324
 FJ0324  STATE/COUNTY-  OK/MCCLAIN
 FJ0324  COUNTRY     -  US
 FJ0324  USGS QUAD   -  PURCELL (2018)
 FJ0324
 FJ0324                         *CURRENT SURVEY CONTROL
 FJ0324  ______________________________________________________________________
 FJ0324* NAD 83(1986) POSITION- 35 03 32.     (N) 097 22 03.     (W)   SCALED
 FJ0324* NAVD 88 ORTHO HEIGHT -   320.291 (meters)     1050.82  (feet) ADJUSTED
 FJ0324  ______________________________________________________________________
 FJ0324  GEOID HEIGHT    -        -26.218 (meters)                     GEOID18
 FJ0324  DYNAMIC HEIGHT  -        319.981 (meters)     1049.80  (feet) COMP
 FJ0324  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 FJ0324
 FJ0324  VERT ORDER      -  SECOND    CLASS 0
 FJ0324
 FJ0324.The horizontal coordinates were scaled from a map and have
 FJ0324.an estimated accuracy of +/- 6 seconds.
 FJ0324
 FJ0324.The orthometric height was determined by differential leveling and
 FJ0324.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0324.in August 1994.
 FJ0324
 FJ0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0324.GEOID18 height accuracy estimate available here.
 FJ0324
 FJ0324.Click photographs - Photos may exist for this station.
 FJ0324
 FJ0324.The dynamic height is computed by dividing the NAVD 88
 FJ0324.geopotential number by the normal gravity value computed on the
 FJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0324.degrees latitude (g = 980.6199 gals.).
 FJ0324
 FJ0324.The modeled gravity was interpolated from observed gravity values.
 FJ0324
 FJ0324;                    North         East    Units  Estimated Accuracy
 FJ0324;SPC OK S     -   191,590.      657,700.      MT  (+/- 180 meters Scaled)
 FJ0324
 FJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD488807(NAD 83)
 FJ0324
 FJ0324                          SUPERSEDED SURVEY CONTROL
 FJ0324
 FJ0324  NAVD 88 (06/15/91)  320.301  (m)         1050.85   (f) SUPERSEDED  2 0
 FJ0324  NGVD 29 (??/??/92)  320.197  (m)         1050.51   (f) ADJ UNCH    2 0
 FJ0324
 FJ0324.Superseded values are not recommended for survey control.
 FJ0324
 FJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0324.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0324
 FJ0324_MARKER: DB = BENCH MARK DISK
 FJ0324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0324_STAMPING: V 142 1934
 FJ0324_MARK LOGO: CGS
 FJ0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0324
 FJ0324  HISTORY     - Date     Condition        Report By
 FJ0324  HISTORY     - 1934     MONUMENTED       CGS
 FJ0324  HISTORY     - 1950     MARK NOT FOUND   CGS
 FJ0324
 FJ0324                          STATION DESCRIPTION
 FJ0324
 FJ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 FJ0324'3.3 MI N FROM PURCELL.
 FJ0324'3.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0324'FROM THE STATION AT PURCELL, 180 FEET NORTHWEST OF MILEPOST 414,
 FJ0324'200 FEET WEST OF A SMALL SHACK, AT A FARM-ROAD CROSSING, 98.9
 FJ0324'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 25.2 FEET NORTHEAST
 FJ0324'OF THE CENTERLINE OF THE ROAD, 17.2 FEET NORTHWEST OF THE
 FJ0324'NORTHWEST END OF A GATE, AND 1.3 FEET SOUTHWEST OF A FENCE
 FJ0324'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED V 142 1934 AND
 FJ0324'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0627 ***********************************************************************
 FJ0627  DESIGNATION -  V 143
 FJ0627  PID         -  FJ0627
 FJ0627  STATE/COUNTY-  OK/OKLAHOMA
 FJ0627  COUNTRY     -  US
 FJ0627  USGS QUAD   -  BRITTON (2018)
 FJ0627
 FJ0627                         *CURRENT SURVEY CONTROL
 FJ0627  ______________________________________________________________________
 FJ0627* NAD 83(1986) POSITION- 35 35 25.     (N) 097 30 59.     (W)   SCALED
 FJ0627* NAVD 88 ORTHO HEIGHT -   359.389 (meters)     1179.10  (feet) ADJUSTED
 FJ0627  ______________________________________________________________________
 FJ0627  GEOID HEIGHT    -        -27.143 (meters)                     GEOID18
 FJ0627  DYNAMIC HEIGHT  -        359.049 (meters)     1177.98  (feet) COMP
 FJ0627  MODELED GRAVITY -    979,678.4   (mgal)                       NAVD 88
 FJ0627
 FJ0627  VERT ORDER      -  SECOND    CLASS 0
 FJ0627
 FJ0627.The horizontal coordinates were scaled from a map and have
 FJ0627.an estimated accuracy of +/- 6 seconds.
 FJ0627
 FJ0627.The orthometric height was determined by differential leveling and
 FJ0627.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0627.in August 1994.
 FJ0627
 FJ0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0627.GEOID18 height accuracy estimate available here.
 FJ0627
 FJ0627.Click photographs - Photos may exist for this station.
 FJ0627
 FJ0627.The dynamic height is computed by dividing the NAVD 88
 FJ0627.geopotential number by the normal gravity value computed on the
 FJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0627.degrees latitude (g = 980.6199 gals.).
 FJ0627
 FJ0627.The modeled gravity was interpolated from observed gravity values.
 FJ0627
 FJ0627;                    North         East    Units  Estimated Accuracy
 FJ0627;SPC OK N     -    65,600.      643,830.      MT  (+/- 180 meters Scaled)
 FJ0627
 FJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE344395(NAD 83)
 FJ0627
 FJ0627                          SUPERSEDED SURVEY CONTROL
 FJ0627
 FJ0627  NAVD 88 (06/15/91)  359.438  (m)         1179.26   (f) SUPERSEDED  2 0
 FJ0627  NGVD 29 (??/??/92)  359.306  (m)         1178.82   (f) ADJ UNCH    2 0
 FJ0627
 FJ0627.Superseded values are not recommended for survey control.
 FJ0627
 FJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0627.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0627
 FJ0627_MARKER: DB = BENCH MARK DISK
 FJ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0627_STAMPING: V 143 1934
 FJ0627_MARK LOGO: CGS
 FJ0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0627+STABILITY: SURFACE MOTION
 FJ0627
 FJ0627  HISTORY     - Date     Condition        Report By
 FJ0627  HISTORY     - 1934     MONUMENTED       CGS
 FJ0627
 FJ0627                          STATION DESCRIPTION
 FJ0627
 FJ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0627'1.8 MI N FROM BRITTON.
 FJ0627'1.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0627'FROM THE STATION AT BRITTON, 180 FEET WEST OF MILEPOST 375,
 FJ0627'0.3 MILE EAST OF THE METHODIST HOME, 0.2 MILE NORTH OF A SIGNAL
 FJ0627'STAND, 98.3 FEET WEST OF THE CENTERLINE OF THE TRACK, 52.9
 FJ0627'FEET WEST OF A POLE, AND 1.5 FEET EAST OF A FENCE PARALLELING
 FJ0627'THE TRACK.  A STANDARD DISK, STAMPED V 143 1934 AND SET IN
 FJ0627'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0336 ***********************************************************************
 GH0336  DESIGNATION -  V 144
 GH0336  PID         -  GH0336
 GH0336  STATE/COUNTY-  OK/LOGAN
 GH0336  COUNTRY     -  US
 GH0336  USGS QUAD   -  MULHALL (2018)
 GH0336
 GH0336                         *CURRENT SURVEY CONTROL
 GH0336  ______________________________________________________________________
 GH0336* NAD 83(1986) POSITION- 36 03 56.     (N) 097 24 29.     (W)   SCALED
 GH0336* NAVD 88 ORTHO HEIGHT -   287.747 (meters)      944.05  (feet) ADJUSTED
 GH0336  ______________________________________________________________________
 GH0336  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 GH0336  DYNAMIC HEIGHT  -        287.486 (meters)      943.19  (feet) COMP
 GH0336  MODELED GRAVITY -    979,715.9   (mgal)                       NAVD 88
 GH0336
 GH0336  VERT ORDER      -  SECOND    CLASS 0
 GH0336
 GH0336.The horizontal coordinates were scaled from a map and have
 GH0336.an estimated accuracy of +/- 6 seconds.
 GH0336
 GH0336.The orthometric height was determined by differential leveling and
 GH0336.adjusted by the NATIONAL GEODETIC SURVEY
 GH0336.in June 1991.
 GH0336
 GH0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0336.GEOID18 height accuracy estimate available here.
 GH0336
 GH0336.Click photographs - Photos may exist for this station.
 GH0336
 GH0336.The dynamic height is computed by dividing the NAVD 88
 GH0336.geopotential number by the normal gravity value computed on the
 GH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0336.degrees latitude (g = 980.6199 gals.).
 GH0336
 GH0336.The modeled gravity was interpolated from observed gravity values.
 GH0336
 GH0336;                    North         East    Units  Estimated Accuracy
 GH0336;SPC OK N     -   118,390.      653,330.      MT  (+/- 180 meters Scaled)
 GH0336
 GH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE433923(NAD 83)
 GH0336
 GH0336                          SUPERSEDED SURVEY CONTROL
 GH0336
 GH0336  NGVD 29 (??/??/92)  287.621  (m)          943.64   (f) ADJ UNCH    2 0
 GH0336
 GH0336.Superseded values are not recommended for survey control.
 GH0336
 GH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0336.See file dsdata.pdf to determine how the superseded data were derived.
 GH0336
 GH0336_MARKER: DB = BENCH MARK DISK
 GH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0336_STAMPING: V 144 1934
 GH0336_MARK LOGO: CGS
 GH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0336+STABILITY: SURFACE MOTION
 GH0336
 GH0336  HISTORY     - Date     Condition        Report By
 GH0336  HISTORY     - 1934     MONUMENTED       CGS
 GH0336  HISTORY     - 1969     GOOD             USACE
 GH0336  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GH0336  HISTORY     - 20210119 MARK NOT FOUND   OKDOT
 GH0336
 GH0336                          STATION DESCRIPTION
 GH0336
 GH0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0336'AT MULHALL.
 GH0336'AT MULHALL, LOGAN COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 GH0336'RAILWAY, 11.1 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION,
 GH0336'150 FEET SOUTH OF A ROAD CROSSING, 48.9 FEET NORTHWEST OF A SIGNAL
 GH0336'STAND, 22.1 FEET WEST OF THE CENTERLINE OF THE TRACK, 1 FOOT
 GH0336'NORTH OF A BRICK WALL, AND 0.7 FOOT WEST OF A BRICK WALL PARALLELING
 GH0336'THE TRACK.  A STANDARD DISK, STAMPED V 144 1934 AND SET IN THE TOP
 GH0336'OF A CONCRETE POST.  NOTE-- THE WALL REFERRED TO IN THE DESCRIPTION
 GH0336'IS REALLY A HIGH CURB, APPROXIMATELY 12 INCHES HIGH.
 GH0336
 GH0336                          STATION RECOVERY (1969)
 GH0336
 GH0336'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1969
 GH0336'RECOVERED IN GOOD CONDITION.
 GH0336
 GH0336                          STATION RECOVERY (1988)
 GH0336
 GH0336'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0336'MARK NOT FOUND.
 GH0336
 GH0336                          STATION RECOVERY (2021)
 GH0336
 GH0336'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (CP)
 GH0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0312 ***********************************************************************
 FJ0312  DESIGNATION -  V 145
 FJ0312  PID         -  FJ0312
 FJ0312  STATE/COUNTY-  OK/PAYNE
 FJ0312  COUNTRY     -  US
 FJ0312  USGS QUAD   -  PERKINS (2018)
 FJ0312
 FJ0312                         *CURRENT SURVEY CONTROL
 FJ0312  ______________________________________________________________________
 FJ0312* NAD 83(1986) POSITION- 35 57 23.     (N) 097 05 45.     (W)   SCALED
 FJ0312* NAVD 88 ORTHO HEIGHT -   258.789 (meters)      849.04  (feet) ADJUSTED
 FJ0312  ______________________________________________________________________
 FJ0312  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 FJ0312  DYNAMIC HEIGHT  -        258.554 (meters)      848.27  (feet) COMP
 FJ0312  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 FJ0312
 FJ0312  VERT ORDER      -  SECOND    CLASS 0
 FJ0312
 FJ0312.The horizontal coordinates were scaled from a map and have
 FJ0312.an estimated accuracy of +/- 6 seconds.
 FJ0312
 FJ0312.The orthometric height was determined by differential leveling and
 FJ0312.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0312.in June 1991.
 FJ0312
 FJ0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0312.GEOID18 height accuracy estimate available here.
 FJ0312
 FJ0312.Click photographs - Photos may exist for this station.
 FJ0312
 FJ0312.The dynamic height is computed by dividing the NAVD 88
 FJ0312.geopotential number by the normal gravity value computed on the
 FJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0312.degrees latitude (g = 980.6199 gals.).
 FJ0312
 FJ0312.The modeled gravity was interpolated from observed gravity values.
 FJ0312
 FJ0312;                    North         East    Units  Estimated Accuracy
 FJ0312;SPC OK N     -   106,490.      681,560.      MT  (+/- 180 meters Scaled)
 FJ0312
 FJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE717807(NAD 83)
 FJ0312
 FJ0312                          SUPERSEDED SURVEY CONTROL
 FJ0312
 FJ0312  NGVD 29 (??/??/92)  258.676  (m)          848.67   (f) ADJ UNCH    2 0
 FJ0312
 FJ0312.Superseded values are not recommended for survey control.
 FJ0312
 FJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0312.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0312
 FJ0312_MARKER: DB = BENCH MARK DISK
 FJ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0312_STAMPING: V 145 1934
 FJ0312_MARK LOGO: CGS
 FJ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0312+STABILITY: SURFACE MOTION
 FJ0312
 FJ0312  HISTORY     - Date     Condition        Report By
 FJ0312  HISTORY     - 1934     MONUMENTED       CGS
 FJ0312  HISTORY     - 1975     MARK NOT FOUND   USGS
 FJ0312
 FJ0312                          STATION DESCRIPTION
 FJ0312
 FJ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0312'3.5 MI W FROM PERKINS.
 FJ0312'3.5 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0312'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT PERKINS, PAYNE
 FJ0312'COUNTY, 0.2 MILE SOUTHWEST OF A FARMHOUSE, 84 FEET NORTH OF THE
 FJ0312'CENTERLINE OF THE OLD ROADBED, 4.1 FEET SOUTHWEST OF THE SOUTH END
 FJ0312'OF A FIELD GATE, AND 1 FOOT SOUTH OF THE FENCE PARALLELING THE
 FJ0312'ROADBED.  A STANDARD DISK, STAMPED V 145 1934 AND SET IN THE TOP
 FJ0312'OF A CONCRETE POST.  NOTE-- MAY HAVE BEEN DESTROYED BY FARM
 FJ0312'MACHINERY.
 FJ0312
 FJ0312                          STATION RECOVERY (1975)
 FJ0312
 FJ0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0312'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0600 ***********************************************************************
 FJ0600  DESIGNATION -  V 146
 FJ0600  PID         -  FJ0600
 FJ0600  STATE/COUNTY-  OK/LOGAN
 FJ0600  COUNTRY     -  US
 FJ0600  USGS QUAD   -  NAVINA (2018)
 FJ0600
 FJ0600                         *CURRENT SURVEY CONTROL
 FJ0600  ______________________________________________________________________
 FJ0600* NAD 83(1986) POSITION- 35 47 54.     (N) 097 37 14.     (W)   SCALED
 FJ0600* NAVD 88 ORTHO HEIGHT -   325.159 (meters)     1066.79  (feet) ADJUSTED
 FJ0600  ______________________________________________________________________
 FJ0600  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 FJ0600  DYNAMIC HEIGHT  -        324.860 (meters)     1065.81  (feet) COMP
 FJ0600  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FJ0600
 FJ0600  VERT ORDER      -  SECOND    CLASS 0
 FJ0600
 FJ0600.The horizontal coordinates were scaled from a map and have
 FJ0600.an estimated accuracy of +/- 6 seconds.
 FJ0600
 FJ0600.The orthometric height was determined by differential leveling and
 FJ0600.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0600.in June 1991.
 FJ0600
 FJ0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0600.GEOID18 height accuracy estimate available here.
 FJ0600
 FJ0600.Click photographs - Photos may exist for this station.
 FJ0600
 FJ0600.The dynamic height is computed by dividing the NAVD 88
 FJ0600.geopotential number by the normal gravity value computed on the
 FJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0600.degrees latitude (g = 980.6199 gals.).
 FJ0600
 FJ0600.The modeled gravity was interpolated from observed gravity values.
 FJ0600
 FJ0600;                    North         East    Units  Estimated Accuracy
 FJ0600;SPC OK N     -    88,640.      634,300.      MT  (+/- 180 meters Scaled)
 FJ0600
 FJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE246624(NAD 83)
 FJ0600
 FJ0600                          SUPERSEDED SURVEY CONTROL
 FJ0600
 FJ0600  NGVD 29 (??/??/92)  325.024  (m)         1066.35   (f) ADJ UNCH    2 0
 FJ0600
 FJ0600.Superseded values are not recommended for survey control.
 FJ0600
 FJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0600.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0600
 FJ0600_MARKER: DB = BENCH MARK DISK
 FJ0600_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0600_STAMPING: V 146 1934
 FJ0600_MARK LOGO: CGS
 FJ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0600
 FJ0600  HISTORY     - Date     Condition        Report By
 FJ0600  HISTORY     - 1934     MONUMENTED       CGS
 FJ0600  HISTORY     - 1968     MARK NOT FOUND   USGS
 FJ0600
 FJ0600                          STATION DESCRIPTION
 FJ0600
 FJ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0600'3.5 MI E FROM CASHION.
 FJ0600'FROM RY. STATION, ALONG CASHION-SEWARD ROAD.  48.5 FEET SOUTHWEST
 FJ0600'OF CENTERLINE OF INTERSECTION OF COUNTY ROADS, 35.2 FEET
 FJ0600'SOUTH OF CENTERLINE OF CASHION TO SEWARD ROAD RUNNING NORTH-SOUTH,
 FJ0600'5.8 FEET SOUTH OF TELEPHONE POLE, 3.1 FEET SOUTHWEST OF NORTHEAST
 FJ0600'FENCE CORNER, 2.5 FEET WEST OF FENCE RUNNING NORTH-SOUTH, 2.2 FEET
 FJ0600'SOUTH OF FENCE PARALLELING CASHION TO SEWARD ROAD.
 FJ0600
 FJ0600                          STATION RECOVERY (1968)
 FJ0600
 FJ0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FJ0600'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0094 ***********************************************************************
 FJ0094  DESIGNATION -  V 147
 FJ0094  PID         -  FJ0094
 FJ0094  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0094  COUNTRY     -  US
 FJ0094  USGS QUAD   -  SHAWNEE (2018)
 FJ0094
 FJ0094                         *CURRENT SURVEY CONTROL
 FJ0094  ______________________________________________________________________
 FJ0094* NAD 83(1986) POSITION- 35 19 32.     (N) 096 56 04.     (W)   SCALED
 FJ0094* NAVD 88 ORTHO HEIGHT -   322.385 (meters)     1057.69  (feet) ADJUSTED
 FJ0094  ______________________________________________________________________
 FJ0094  GEOID HEIGHT    -        -27.085 (meters)                     GEOID18
 FJ0094  DYNAMIC HEIGHT  -        322.078 (meters)     1056.68  (feet) COMP
 FJ0094  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 FJ0094
 FJ0094  VERT ORDER      -  SECOND    CLASS 0
 FJ0094
 FJ0094.The horizontal coordinates were scaled from a map and have
 FJ0094.an estimated accuracy of +/- 6 seconds.
 FJ0094
 FJ0094.The orthometric height was determined by differential leveling and
 FJ0094.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0094.in June 1991.
 FJ0094
 FJ0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0094.GEOID18 height accuracy estimate available here.
 FJ0094
 FJ0094.Click photographs - Photos may exist for this station.
 FJ0094
 FJ0094.The dynamic height is computed by dividing the NAVD 88
 FJ0094.geopotential number by the normal gravity value computed on the
 FJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0094.degrees latitude (g = 980.6199 gals.).
 FJ0094
 FJ0094.The modeled gravity was interpolated from observed gravity values.
 FJ0094
 FJ0094;                    North         East    Units  Estimated Accuracy
 FJ0094;SPC OK S     -   221,500.      696,890.      MT  (+/- 180 meters Scaled)
 FJ0094
 FJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE877111(NAD 83)
 FJ0094
 FJ0094                          SUPERSEDED SURVEY CONTROL
 FJ0094
 FJ0094  NGVD 29 (??/??/92)  322.302  (m)         1057.42   (f) ADJ UNCH    2 0
 FJ0094
 FJ0094.Superseded values are not recommended for survey control.
 FJ0094
 FJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0094.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0094
 FJ0094_MARKER: DB = BENCH MARK DISK
 FJ0094_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0094_STAMPING: V 147 1934
 FJ0094_MARK LOGO: CGS
 FJ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0094
 FJ0094  HISTORY     - Date     Condition        Report By
 FJ0094  HISTORY     - 1934     MONUMENTED       CGS
 FJ0094  HISTORY     - 1954     GOOD             CGS
 FJ0094  HISTORY     - 1972     MARK NOT FOUND   NGS
 FJ0094
 FJ0094                          STATION DESCRIPTION
 FJ0094
 FJ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FJ0094'AT SHAWNEE, POTTAWATOMIE COUNTY, 0.7 MILE WEST ALONG THE
 FJ0094'OKLAHOMA CITY-ADA-ATOKA RAILWAY FROM THE STATION, 0.1 MILE WEST
 FJ0094'OF FOREMANS HOUSE, 53 FEET NORTHWEST OF THE CENTER OF A CROSSING,
 FJ0094'49.2 FEET NORTH OF THE CENTERLINE OF THE TRACK, 8.7 FEET NORTH
 FJ0094'OF A 20-INCH COTTONWOOD TREE, AND 5 FEET SOUTHWEST OF A POLE.
 FJ0094'A STANDARD DISK, STAMPED V 147 1934 AND SET IN THE TOP OF A
 FJ0094'CONCRETE POST.  NOTE-- FOREMANS HOUSE AND CROSSING ARE NO
 FJ0094'LONGER THERE.  20 IN COTTONWOOD TREE HAS BEEN REMOVED AND
 FJ0094'MONUMENT IS FIVE FEET EAST OF POLE.
 FJ0094
 FJ0094                          STATION RECOVERY (1972)
 FJ0094
 FJ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FJ0094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0281 ***********************************************************************
 EL0281  DESIGNATION -  V 148
 EL0281  PID         -  EL0281
 EL0281  STATE/COUNTY-  OK/SEMINOLE
 EL0281  COUNTRY     -  US
 EL0281  USGS QUAD   -  KONAWA (2018)
 EL0281
 EL0281                         *CURRENT SURVEY CONTROL
 EL0281  ______________________________________________________________________
 EL0281* NAD 83(1986) POSITION- 34 59 11.     (N) 096 45 27.     (W)   SCALED
 EL0281* NAVD 88 ORTHO HEIGHT -   297.483 (meters)      975.99  (feet) ADJUSTED
 EL0281  ______________________________________________________________________
 EL0281  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 EL0281  DYNAMIC HEIGHT  -        297.198 (meters)      975.06  (feet) COMP
 EL0281  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 EL0281
 EL0281  VERT ORDER      -  SECOND    CLASS 0
 EL0281
 EL0281.The horizontal coordinates were scaled from a map and have
 EL0281.an estimated accuracy of +/- 6 seconds.
 EL0281
 EL0281.The orthometric height was determined by differential leveling and
 EL0281.adjusted by the NATIONAL GEODETIC SURVEY
 EL0281.in June 1991.
 EL0281
 EL0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0281.GEOID18 height accuracy estimate available here.
 EL0281
 EL0281.Click photographs - Photos may exist for this station.
 EL0281
 EL0281.The dynamic height is computed by dividing the NAVD 88
 EL0281.geopotential number by the normal gravity value computed on the
 EL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0281.degrees latitude (g = 980.6199 gals.).
 EL0281
 EL0281.The modeled gravity was interpolated from observed gravity values.
 EL0281
 EL0281;                    North         East    Units  Estimated Accuracy
 EL0281;SPC OK S     -   184,060.      713,440.      MT  (+/- 180 meters Scaled)
 EL0281
 EL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD046738(NAD 83)
 EL0281
 EL0281                          SUPERSEDED SURVEY CONTROL
 EL0281
 EL0281  NGVD 29 (??/??/92)  297.393  (m)          975.70   (f) ADJ UNCH    2 0
 EL0281
 EL0281.Superseded values are not recommended for survey control.
 EL0281
 EL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0281.See file dsdata.pdf to determine how the superseded data were derived.
 EL0281
 EL0281_MARKER: DB = BENCH MARK DISK
 EL0281_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0281_STAMPING: V 148 1934
 EL0281_MARK LOGO: CGS
 EL0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0281
 EL0281  HISTORY     - Date     Condition        Report By
 EL0281  HISTORY     - 1934     MONUMENTED       CGS
 EL0281
 EL0281                          STATION DESCRIPTION
 EL0281
 EL0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0281'2.1 MI N FROM KONAWA.
 EL0281'2.1 MILES NORTH OF, ALONG OKLA. CITY ADA, ATOKA RY. FROM STATION.
 EL0281'ABOUT 0.1 MILE SOUTH OF M.P. 67, ABOUT 0.1 MILE NORTH OF RAILROAD
 EL0281'CROSSING, 58.3 FEET WEST OF FENCE PARALLELING RAILROAD, 40.7
 EL0281'FEET EAST OF CENTERLINE OF O.C.A.A.RY., 2.7 FEET WEST OF TELEPHONE
 EL0281'POLE, TABLET SET IN PRECAST POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0083 ***********************************************************************
 FJ0083  DESIGNATION -  V 149
 FJ0083  PID         -  FJ0083
 FJ0083  STATE/COUNTY-  OK/SEMINOLE
 FJ0083  COUNTRY     -  US
 FJ0083  USGS QUAD   -  WEWOKA EAST (2018)
 FJ0083
 FJ0083                         *CURRENT SURVEY CONTROL
 FJ0083  ______________________________________________________________________
 FJ0083* NAD 83(1986) POSITION- 35 09 18.     (N) 096 28 23.     (W)   SCALED
 FJ0083* NAVD 88 ORTHO HEIGHT -   236.982 (meters)      777.50  (feet) ADJUSTED
 FJ0083  ______________________________________________________________________
 FJ0083  GEOID HEIGHT    -        -27.787 (meters)                     GEOID18
 FJ0083  DYNAMIC HEIGHT  -        236.753 (meters)      776.75  (feet) COMP
 FJ0083  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 FJ0083
 FJ0083  VERT ORDER      -  SECOND    CLASS 0
 FJ0083
 FJ0083.The horizontal coordinates were scaled from a map and have
 FJ0083.an estimated accuracy of +/- 6 seconds.
 FJ0083
 FJ0083.The orthometric height was determined by differential leveling and
 FJ0083.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0083.in June 1991.
 FJ0083
 FJ0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0083.GEOID18 height accuracy estimate available here.
 FJ0083
 FJ0083.Click photographs - Photos may exist for this station.
 FJ0083
 FJ0083.The dynamic height is computed by dividing the NAVD 88
 FJ0083.geopotential number by the normal gravity value computed on the
 FJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0083.degrees latitude (g = 980.6199 gals.).
 FJ0083
 FJ0083.The modeled gravity was interpolated from observed gravity values.
 FJ0083
 FJ0083;                    North         East    Units  Estimated Accuracy
 FJ0083;SPC OK S     -   203,120.      739,120.      MT  (+/- 180 meters Scaled)
 FJ0083
 FJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD301931(NAD 83)
 FJ0083
 FJ0083                          SUPERSEDED SURVEY CONTROL
 FJ0083
 FJ0083  NGVD 29 (??/??/92)  236.878  (m)          777.16   (f) ADJ UNCH    2 0
 FJ0083
 FJ0083.Superseded values are not recommended for survey control.
 FJ0083
 FJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0083.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0083
 FJ0083_MARKER: DB = BENCH MARK DISK
 FJ0083_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0083_STAMPING: V 149 1934
 FJ0083_MARK LOGO: CGS
 FJ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0083
 FJ0083  HISTORY     - Date     Condition        Report By
 FJ0083  HISTORY     - 1934     MONUMENTED       CGS
 FJ0083  HISTORY     - 1971     MARK NOT FOUND   USGS
 FJ0083
 FJ0083                          STATION DESCRIPTION
 FJ0083
 FJ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0083'1.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0083'RAILWAY FROM THE STATION AT WEWOKA, SEMINOLE COUNTY, 110 FEET
 FJ0083'NORTH OF POLE 417+20, 55.6 FEET EAST OF THE EAST CORNER OF BRIDGE
 FJ0083'417.5, 45 FEET SOUTHEAST OF THE NORTHWEST BANK OF A SMALL CREEK,
 FJ0083'42.1 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 38.9 FEET
 FJ0083'SOUTHEAST OF A CORNER FENCE POST, AND 1.2 FEET SOUTHWEST OF
 FJ0083'A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED V 149
 FJ0083'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0083
 FJ0083                          STATION RECOVERY (1971)
 FJ0083
 FJ0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FJ0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0089 ***********************************************************************
 EL0089  DESIGNATION -  V 15
 EL0089  PID         -  EL0089
 EL0089  STATE/COUNTY-  OK/ATOKA
 EL0089  COUNTRY     -  US
 EL0089  USGS QUAD   -  STRINGTOWN (2019)
 EL0089
 EL0089                         *CURRENT SURVEY CONTROL
 EL0089  ______________________________________________________________________
 EL0089* NAD 83(1986) POSITION- 34 24 28.     (N) 096 06 32.     (W)   SCALED
 EL0089* NAVD 88 ORTHO HEIGHT -   175.685 (meters)      576.39  (feet) ADJUSTED
 EL0089  ______________________________________________________________________
 EL0089  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 EL0089  DYNAMIC HEIGHT  -        175.504 (meters)      575.80  (feet) COMP
 EL0089  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 EL0089
 EL0089  VERT ORDER      -  FIRST     CLASS II
 EL0089
 EL0089.The horizontal coordinates were scaled from a map and have
 EL0089.an estimated accuracy of +/- 6 seconds.
 EL0089
 EL0089.The orthometric height was determined by differential leveling and
 EL0089.adjusted by the NATIONAL GEODETIC SURVEY
 EL0089.in June 1991.
 EL0089
 EL0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0089.GEOID18 height accuracy estimate available here.
 EL0089
 EL0089.Click photographs - Photos may exist for this station.
 EL0089
 EL0089.The dynamic height is computed by dividing the NAVD 88
 EL0089.geopotential number by the normal gravity value computed on the
 EL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0089.degrees latitude (g = 980.6199 gals.).
 EL0089
 EL0089.The modeled gravity was interpolated from observed gravity values.
 EL0089
 EL0089;                    North         East    Units  Estimated Accuracy
 EL0089;SPC OK S     -   120,810.      773,850.      MT  (+/- 180 meters Scaled)
 EL0089
 EL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD657111(NAD 83)
 EL0089
 EL0089                          SUPERSEDED SURVEY CONTROL
 EL0089
 EL0089  NGVD 29 (??/??/92)  175.605  (m)          576.13   (f) ADJ UNCH    1 2
 EL0089
 EL0089.Superseded values are not recommended for survey control.
 EL0089
 EL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0089.See file dsdata.pdf to determine how the superseded data were derived.
 EL0089
 EL0089_MARKER: DB = BENCH MARK DISK
 EL0089_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0089+WITH SETTING: PAVEMENT
 EL0089_SP_SET: SEMAPHORE BASE
 EL0089_STAMPING: V 15 1933
 EL0089_MARK LOGO: CGS
 EL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0089+STABILITY: SURFACE MOTION
 EL0089
 EL0089  HISTORY     - Date     Condition        Report By
 EL0089  HISTORY     - 1933     MONUMENTED       CGS
 EL0089  HISTORY     - 1933     MARK NOT FOUND   CGS
 EL0089  HISTORY     - 1956     MARK NOT FOUND   USGS
 EL0089
 EL0089                          STATION DESCRIPTION
 EL0089
 EL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0089'1.9 MI N FROM ATOKA.
 EL0089'ON THE M-K-T RAILROAD, ABOUT 700 FEET NORTH OF MILE POLE 608,
 EL0089'ABOUT 25 FEET EAST OF THE EAST TRACKS, AND ABOUT 1200 FEET
 EL0089'SOUTH OF M-K-T SEMAPHORE MARKED 607.7.
 EL0089
 EL0089                          STATION RECOVERY (1956)
 EL0089
 EL0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EL0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0036 ***********************************************************************
 EL0036  DESIGNATION -  V 150
 EL0036  PID         -  EL0036
 EL0036  STATE/COUNTY-  OK/HUGHES
 EL0036  COUNTRY     -  US
 EL0036  USGS QUAD   -  STUART (2018)
 EL0036
 EL0036                         *CURRENT SURVEY CONTROL
 EL0036  ______________________________________________________________________
 EL0036* NAD 83(1986) POSITION- 34 53 58.     (N) 096 06 48.     (W)   SCALED
 EL0036* NAVD 88 ORTHO HEIGHT -   227.709 (meters)      747.08  (feet) ADJUSTED
 EL0036  ______________________________________________________________________
 EL0036  GEOID HEIGHT    -        -28.710 (meters)                     GEOID18
 EL0036  DYNAMIC HEIGHT  -        227.482 (meters)      746.33  (feet) COMP
 EL0036  MODELED GRAVITY -    979,634.1   (mgal)                       NAVD 88
 EL0036
 EL0036  VERT ORDER      -  SECOND    CLASS 0
 EL0036
 EL0036.The horizontal coordinates were scaled from a map and have
 EL0036.an estimated accuracy of +/- 6 seconds.
 EL0036
 EL0036.The orthometric height was determined by differential leveling and
 EL0036.adjusted by the NATIONAL GEODETIC SURVEY
 EL0036.in June 1991.
 EL0036
 EL0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0036.GEOID18 height accuracy estimate available here.
 EL0036
 EL0036.Click photographs - Photos may exist for this station.
 EL0036
 EL0036.The dynamic height is computed by dividing the NAVD 88
 EL0036.geopotential number by the normal gravity value computed on the
 EL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0036.degrees latitude (g = 980.6199 gals.).
 EL0036
 EL0036.The modeled gravity was interpolated from observed gravity values.
 EL0036
 EL0036;                    North         East    Units  Estimated Accuracy
 EL0036;SPC OK S     -   175,330.      772,420.      MT  (+/- 180 meters Scaled)
 EL0036
 EL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD637656(NAD 83)
 EL0036
 EL0036                          SUPERSEDED SURVEY CONTROL
 EL0036
 EL0036  NGVD 29 (??/??/92)  227.592  (m)          746.69   (f) ADJ UNCH    2 0
 EL0036
 EL0036.Superseded values are not recommended for survey control.
 EL0036
 EL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0036.See file dsdata.pdf to determine how the superseded data were derived.
 EL0036
 EL0036_MARKER: DB = BENCH MARK DISK
 EL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0036_STAMPING: V 150 1934
 EL0036_MARK LOGO: CGS
 EL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0036+STABILITY: SURFACE MOTION
 EL0036
 EL0036  HISTORY     - Date     Condition        Report By
 EL0036  HISTORY     - 1934     MONUMENTED       CGS
 EL0036
 EL0036                          STATION DESCRIPTION
 EL0036
 EL0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0036'0.9 MI W FROM STUART.
 EL0036'0.9 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 EL0036'FROM THE STATION AT STUART, HUGHES COUNTY, 800 YARDS EAST OF
 EL0036'MILEPOST 388, 62 FEET SOUTHWEST OF THE CENTER OF A COUNTY-ROAD
 EL0036'CROSSING, 47.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3.6
 EL0036'FEET NORTHWEST OF A FENCE CORNER, 3.1 FEET WEST OF A
 EL0036'NORTH-AND-SOUTH FENCE, AND 2.2 FEET NORTH OF A FENCE PARALLELING
 EL0036'THE TRACK.  A STANDARD DISK, STAMPED V 150 1934 AND SET IN THE
 EL0036'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0120 ***********************************************************************
 EM0120  DESIGNATION -  V 151
 EM0120  PID         -  EM0120
 EM0120  STATE/COUNTY-  OK/TILLMAN
 EM0120  COUNTRY     -  US
 EM0120  USGS QUAD   -  GRANDFIELD (2018)
 EM0120
 EM0120                         *CURRENT SURVEY CONTROL
 EM0120  ______________________________________________________________________
 EM0120* NAD 83(1986) POSITION- 34 14 47.09   (N) 098 40 46.24   (W)   HD_HELD1
 EM0120* NAVD 88 ORTHO HEIGHT -   325.949 (meters)     1069.38  (feet) ADJUSTED
 EM0120  ______________________________________________________________________
 EM0120  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 EM0120  DYNAMIC HEIGHT  -        325.598 (meters)     1068.23  (feet) COMP
 EM0120  MODELED GRAVITY -    979,552.6   (mgal)                       NAVD 88
 EM0120
 EM0120  VERT ORDER      -  SECOND    CLASS 0
 EM0120
 EM0120.The horizontal coordinates were determined by differentially corrected
 EM0120.hand held GPS observations or other comparable positioning techniques
 EM0120.and have an estimated accuracy of +/- 3 meters.
 EM0120
 EM0120.The orthometric height was determined by differential leveling and
 EM0120.adjusted by the NATIONAL GEODETIC SURVEY
 EM0120.in June 1991.
 EM0120
 EM0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0120.GEOID18 height accuracy estimate available here.
 EM0120
 EM0120.Click photographs - Photos may exist for this station.
 EM0120
 EM0120.The dynamic height is computed by dividing the NAVD 88
 EM0120.geopotential number by the normal gravity value computed on the
 EM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0120.degrees latitude (g = 980.6199 gals.).
 EM0120
 EM0120.The modeled gravity was interpolated from observed gravity values.
 EM0120
 EM0120;                    North         East    Units  Estimated Accuracy
 EM0120;SPC OK S     -   101,492.5     537,408.8     MT  (+/- 3 meters HH1 GPS) 
 EM0120
 EM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2951089524(NAD 83)
 EM0120
 EM0120                          SUPERSEDED SURVEY CONTROL
 EM0120
 EM0120  NGVD 29 (??/??/92)  325.836  (m)         1069.01   (f) ADJ UNCH    2 0
 EM0120
 EM0120.Superseded values are not recommended for survey control.
 EM0120
 EM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0120.See file dsdata.pdf to determine how the superseded data were derived.
 EM0120
 EM0120_MARKER: DB = BENCH MARK DISK
 EM0120_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0120_STAMPING: V 151 1934
 EM0120_MARK LOGO: CGS
 EM0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0120+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0120
 EM0120  HISTORY     - Date     Condition        Report By
 EM0120  HISTORY     - 1934     MONUMENTED       CGS
 EM0120  HISTORY     - 1963     GOOD             CGS
 EM0120  HISTORY     - 20180711 GOOD             OKDOT
 EM0120
 EM0120                          STATION DESCRIPTION
 EM0120
 EM0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0120'1.1 MI N FROM GRANDFIELD.
 EM0120'1.1 MILES NORTH OF, ALONG STATE HWY. 36, FROM R.R. STA. NORTHWEST
 EM0120'CORNER OF INTERSECTION.  55 FEET WEST OF CENTERLINE OF STATE HWY. 36.
 EM0120'46 FEET NORTH OF CENTERLINE OF CROSS SECTION ROAD ON NORTH SIDE OF
 EM0120'LAKE JEAN MURRAY GOLF COURSE.  13.3 FEET NORTH OF EAST-WEST FENCE. 3.4
 EM0120'FEET WEST OF NORTH-SOUTH FENCE.  2 FEET ABOVE LEVEL OF HIGHWAY. TABLET
 EM0120'SET IN PRECAST CONCRETE POST.
 EM0120
 EM0120                          STATION RECOVERY (1963)
 EM0120
 EM0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0120'RECOVERED IN GOOD CONDITION.
 EM0120
 EM0120                          STATION RECOVERY (2018)
 EM0120
 EM0120'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0003 ***********************************************************************
 EM0003  DESIGNATION -  V 152
 EM0003  PID         -  EM0003
 EM0003  STATE/COUNTY-  OK/COMANCHE
 EM0003  COUNTRY     -  US
 EM0003  USGS QUAD   -  LAWTON (2018)
 EM0003
 EM0003                         *CURRENT SURVEY CONTROL
 EM0003  ______________________________________________________________________
 EM0003* NAD 83(1986) POSITION- 34 33 54.     (N) 098 23 14.     (W)   SCALED
 EM0003* NAVD 88 ORTHO HEIGHT -   320.542 (meters)     1051.64  (feet) ADJUSTED
 EM0003  ______________________________________________________________________
 EM0003  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 EM0003  DYNAMIC HEIGHT  -        320.222 (meters)     1050.60  (feet) COMP
 EM0003  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 EM0003
 EM0003  VERT ORDER      -  SECOND    CLASS 0
 EM0003
 EM0003.The horizontal coordinates were scaled from a map and have
 EM0003.an estimated accuracy of +/- 6 seconds.
 EM0003
 EM0003.The orthometric height was determined by differential leveling and
 EM0003.adjusted by the NATIONAL GEODETIC SURVEY
 EM0003.in June 1991.
 EM0003
 EM0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0003.GEOID18 height accuracy estimate available here.
 EM0003
 EM0003.Click photographs - Photos may exist for this station.
 EM0003
 EM0003.The dynamic height is computed by dividing the NAVD 88
 EM0003.geopotential number by the normal gravity value computed on the
 EM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0003.degrees latitude (g = 980.6199 gals.).
 EM0003
 EM0003.The modeled gravity was interpolated from observed gravity values.
 EM0003
 EM0003;                    North         East    Units  Estimated Accuracy
 EM0003;SPC OK S     -   136,690.      564,470.      MT  (+/- 180 meters Scaled)
 EM0003
 EM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND562249(NAD 83)
 EM0003
 EM0003                          SUPERSEDED SURVEY CONTROL
 EM0003
 EM0003  NGVD 29 (??/??/92)  320.451  (m)         1051.35   (f) ADJ UNCH    2 0
 EM0003
 EM0003.Superseded values are not recommended for survey control.
 EM0003
 EM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0003.See file dsdata.pdf to determine how the superseded data were derived.
 EM0003
 EM0003_MARKER: DB = BENCH MARK DISK
 EM0003_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0003_STAMPING: V 152 1934
 EM0003_MARK LOGO: CGS
 EM0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0003
 EM0003  HISTORY     - Date     Condition        Report By
 EM0003  HISTORY     - 1934     MONUMENTED       CGS
 EM0003  HISTORY     - 1982     GOOD             LOCENG
 EM0003  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0003
 EM0003                          STATION DESCRIPTION
 EM0003
 EM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0003'3.2 MI S FROM LAWTON.
 EM0003'3.2 MILES SOUTH OF, FROM POST OFFICE, ALONG C.RI. AND P. 49 FEET SOUTH
 EM0003'OF CENTERLINE OF CROSS SECTION ROAD.  48.3 FEET EAST OF CENTERLINE OF
 EM0003'CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK.  40 FEET SOUTH OF SOUTH
 EM0003'GUARD RAIL OF SMALL ROAD BRIDGE.  6.6 FEET SOUTH OF M.P. 499.  3 FEET
 EM0003'BELOW TOP OF RAILS.  TABLET SET IN PRECAST CONCRETE POST.
 EM0003
 EM0003                          STATION RECOVERY (1982)
 EM0003
 EM0003'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 EM0003'RECOVERED IN GOOD CONDITION.
 EM0003
 EM0003                          STATION RECOVERY (1987)
 EM0003
 EM0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0020 ***********************************************************************
 EM0020  DESIGNATION -  V 153
 EM0020  PID         -  EM0020
 EM0020  STATE/COUNTY-  OK/CADDO
 EM0020  COUNTRY     -  US
 EM0020  USGS QUAD   -  APACHE (2018)
 EM0020
 EM0020                         *CURRENT SURVEY CONTROL
 EM0020  ______________________________________________________________________
 EM0020* NAD 83(1986) POSITION- 34 56 20.     (N) 098 20 19.     (W)   SCALED
 EM0020* NAVD 88 ORTHO HEIGHT -   398.601 (meters)     1307.74  (feet) ADJUSTED
 EM0020  ______________________________________________________________________
 EM0020  GEOID HEIGHT    -        -26.548 (meters)                     GEOID18
 EM0020  DYNAMIC HEIGHT  -        398.189 (meters)     1306.39  (feet) COMP
 EM0020  MODELED GRAVITY -    979,588.7   (mgal)                       NAVD 88
 EM0020
 EM0020  VERT ORDER      -  SECOND    CLASS 0
 EM0020
 EM0020.The horizontal coordinates were scaled from a map and have
 EM0020.an estimated accuracy of +/- 6 seconds.
 EM0020
 EM0020.The orthometric height was determined by differential leveling and
 EM0020.adjusted by the NATIONAL GEODETIC SURVEY
 EM0020.in June 1991.
 EM0020
 EM0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0020.GEOID18 height accuracy estimate available here.
 EM0020
 EM0020.Click photographs - Photos may exist for this station.
 EM0020
 EM0020.The dynamic height is computed by dividing the NAVD 88
 EM0020.geopotential number by the normal gravity value computed on the
 EM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0020.degrees latitude (g = 980.6199 gals.).
 EM0020
 EM0020.The modeled gravity was interpolated from observed gravity values.
 EM0020
 EM0020;                    North         East    Units  Estimated Accuracy
 EM0020;SPC OK S     -   178,150.      569,070.      MT  (+/- 180 meters Scaled)
 EM0020
 EM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND603664(NAD 83)
 EM0020
 EM0020                          SUPERSEDED SURVEY CONTROL
 EM0020
 EM0020  NGVD 29 (??/??/92)  398.453  (m)         1307.26   (f) ADJ UNCH    2 0
 EM0020
 EM0020.Superseded values are not recommended for survey control.
 EM0020
 EM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0020.See file dsdata.pdf to determine how the superseded data were derived.
 EM0020
 EM0020_MARKER: DB = BENCH MARK DISK
 EM0020_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0020_STAMPING: V 153 1934
 EM0020_MARK LOGO: CGS
 EM0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0020
 EM0020  HISTORY     - Date     Condition        Report By
 EM0020  HISTORY     - 1934     MONUMENTED       CGS
 EM0020  HISTORY     - 1963     GOOD             CGS
 EM0020  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0020
 EM0020                          STATION DESCRIPTION
 EM0020
 EM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0020'1.9 MI SW FROM STECKER.
 EM0020'1.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0020'RAILROAD FROM STECKER, CADDO COUNTY, AT A SECTION LINE ROAD CROSSING,
 EM0020'36.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 46.0 FEET EAST OF THE
 EM0020'CENTER OF THE ROAD, 10.0 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 EM0020'30.5 FEET NORTHEAST OF A CORNER FENCE POST, AND 4.5 FEET SOUTHWEST OF
 EM0020'A TELEPHONE POLE.  A STANDARD DISK, STAMPED V 153 1934 AND SET IN THE
 EM0020'TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 1 INCH.
 EM0020
 EM0020                          STATION RECOVERY (1987)
 EM0020
 EM0020'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0210 ***********************************************************************
 EL0210  DESIGNATION -  V 156
 EL0210  PID         -  EL0210
 EL0210  STATE/COUNTY-  OK/MARSHALL
 EL0210  COUNTRY     -  US
 EL0210  USGS QUAD   -  RAVIA (2018)
 EL0210
 EL0210                         *CURRENT SURVEY CONTROL
 EL0210  ______________________________________________________________________
 EL0210* NAD 83(1986) POSITION- 34 07 44.     (N) 096 45 59.     (W)   SCALED
 EL0210* NAVD 88 ORTHO HEIGHT -   252.672 (meters)      828.97  (feet) ADJUSTED
 EL0210  ______________________________________________________________________
 EL0210  GEOID HEIGHT    -        -26.101 (meters)                     GEOID18
 EL0210  DYNAMIC HEIGHT  -        252.410 (meters)      828.12  (feet) COMP
 EL0210  MODELED GRAVITY -    979,592.2   (mgal)                       NAVD 88
 EL0210
 EL0210  VERT ORDER      -  SECOND    CLASS 0
 EL0210
 EL0210.The horizontal coordinates were scaled from a map and have
 EL0210.an estimated accuracy of +/- 6 seconds.
 EL0210
 EL0210.The orthometric height was determined by differential leveling and
 EL0210.adjusted by the NATIONAL GEODETIC SURVEY
 EL0210.in June 1991.
 EL0210
 EL0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0210.GEOID18 height accuracy estimate available here.
 EL0210
 EL0210.Click photographs - Photos may exist for this station.
 EL0210
 EL0210.The dynamic height is computed by dividing the NAVD 88
 EL0210.geopotential number by the normal gravity value computed on the
 EL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0210.degrees latitude (g = 980.6199 gals.).
 EL0210
 EL0210.The modeled gravity was interpolated from observed gravity values.
 EL0210
 EL0210;                    North         East    Units  Estimated Accuracy
 EL0210;SPC OK S     -    88,940.      713,790.      MT  (+/- 180 meters Scaled)
 EL0210
 EL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC059787(NAD 83)
 EL0210
 EL0210                          SUPERSEDED SURVEY CONTROL
 EL0210
 EL0210  NGVD 29 (??/??/92)  252.609  (m)          828.77   (f) ADJ UNCH    2 0
 EL0210
 EL0210.Superseded values are not recommended for survey control.
 EL0210
 EL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0210.See file dsdata.pdf to determine how the superseded data were derived.
 EL0210
 EL0210_MARKER: DB = BENCH MARK DISK
 EL0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0210_STAMPING: V 156 1934
 EL0210_MARK LOGO: CGS
 EL0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0210+STABILITY: SURFACE MOTION
 EL0210
 EL0210  HISTORY     - Date     Condition        Report By
 EL0210  HISTORY     - 1934     MONUMENTED       CGS
 EL0210  HISTORY     - 1961     GOOD             USGS
 EL0210
 EL0210                          STATION DESCRIPTION
 EL0210
 EL0210'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0210'2.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EL0210'THE STATION AT MADILL, MARSHALL COUNTY, 123 FEET SOUTHWEST OF THE
 EL0210'SECOND POLE SOUTH OF MILEPOLE 600, 108 FEET WEST OF POLE 13360,
 EL0210'AT A SECTION-LINE ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE
 EL0210'OF THE ROAD, 48.7 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 EL0210'9 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE CORNER.
 EL0210'A STANDARD DISK, STAMPED V 156 1934 AND SET IN THE TOP OF A
 EL0210'CONCRETE POST.  NOTE-- USE WITH CAUTION, POST IS BROKEN OFF
 EL0210'ABOUT 8 INCHES BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0019 ***********************************************************************
 EL0019  DESIGNATION -  V 158
 EL0019  PID         -  EL0019
 EL0019  STATE/COUNTY-  OK/COAL
 EL0019  COUNTRY     -  US
 EL0019  USGS QUAD   -  COALGATE (2018)
 EL0019
 EL0019                         *CURRENT SURVEY CONTROL
 EL0019  ______________________________________________________________________
 EL0019* NAD 83(1986) POSITION- 34 35 11.     (N) 096 08 19.     (W)   SCALED
 EL0019* NAVD 88 ORTHO HEIGHT -   194.548 (meters)      638.28  (feet) ADJUSTED
 EL0019  ______________________________________________________________________
 EL0019  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 EL0019  DYNAMIC HEIGHT  -        194.352 (meters)      637.64  (feet) COMP
 EL0019  MODELED GRAVITY -    979,621.9   (mgal)                       NAVD 88
 EL0019
 EL0019  VERT ORDER      -  SECOND    CLASS 0
 EL0019
 EL0019.The horizontal coordinates were scaled from a map and have
 EL0019.an estimated accuracy of +/- 6 seconds.
 EL0019
 EL0019.The orthometric height was determined by differential leveling and
 EL0019.adjusted by the NATIONAL GEODETIC SURVEY
 EL0019.in June 1991.
 EL0019
 EL0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0019.GEOID18 height accuracy estimate available here.
 EL0019
 EL0019.Click photographs - Photos may exist for this station.
 EL0019
 EL0019.The dynamic height is computed by dividing the NAVD 88
 EL0019.geopotential number by the normal gravity value computed on the
 EL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0019.degrees latitude (g = 980.6199 gals.).
 EL0019
 EL0019.The modeled gravity was interpolated from observed gravity values.
 EL0019
 EL0019;                    North         East    Units  Estimated Accuracy
 EL0019;SPC OK S     -   140,570.      770,750.      MT  (+/- 180 meters Scaled)
 EL0019
 EL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD624308(NAD 83)
 EL0019
 EL0019                          SUPERSEDED SURVEY CONTROL
 EL0019
 EL0019  NGVD 29 (??/??/92)  194.468  (m)          638.02   (f) ADJ UNCH    2 0
 EL0019
 EL0019.Superseded values are not recommended for survey control.
 EL0019
 EL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0019.See file dsdata.pdf to determine how the superseded data were derived.
 EL0019
 EL0019_MARKER: DB = BENCH MARK DISK
 EL0019_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0019_STAMPING: V 158 1934
 EL0019_MARK LOGO: CGS
 EL0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0019
 EL0019  HISTORY     - Date     Condition        Report By
 EL0019  HISTORY     - 1934     MONUMENTED       CGS
 EL0019
 EL0019                          STATION DESCRIPTION
 EL0019
 EL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0019'0.5 MI SW FROM CAIRO.
 EL0019'ABOUT 0.5 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0019'PACIFIC RAILWAY FROM THE SCHOOL AT CAIRO, COAL COUNTY, 96 FEET
 EL0019'EAST OF MILEPOST 37+15, ABOUT 0.1 MILE SOUTHWEST OF TRESTLE
 EL0019'C 37-4, ABOUT 300 FEET WEST OF THE WEST SIDE OF A SMALL SQUARE
 EL0019'HOUSE SOUTHEAST OF A ROAD, AT THE SOUTHWEST END OF THE FIRST CUT
 EL0019'SOUTHWEST OF CAIRO, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EL0019'TRACK, 22 FEET NORTHWEST OF THE CENTER LINE OF A ROAD PARALLELING
 EL0019'THE TRACK, AND 2.4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 EL0019'A STANDARD DISK, STAMPED V 158 1934 AND SET IN THE TOP OF A
 EL0019'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0456 ***********************************************************************
 EK0456  DESIGNATION -  V 160
 EK0456  PID         -  EK0456
 EK0456  STATE/COUNTY-  OK/LATIMER
 EK0456  COUNTRY     -  US
 EK0456  USGS QUAD   -  RED OAK (2018)
 EK0456
 EK0456                         *CURRENT SURVEY CONTROL
 EK0456  ______________________________________________________________________
 EK0456* NAD 83(1986) POSITION- 34 57 01.3    (N) 095 04 30.0    (W)   HD_HELD2
 EK0456* NAVD 88 ORTHO HEIGHT -   177.937 (meters)      583.78  (feet) ADJUSTED
 EK0456  ______________________________________________________________________
 EK0456  GEOID HEIGHT    -        -31.495 (meters)                     GEOID18
 EK0456  DYNAMIC HEIGHT  -        177.754 (meters)      583.18  (feet) COMP
 EK0456  MODELED GRAVITY -    979,603.9   (mgal)                       NAVD 88
 EK0456
 EK0456  VERT ORDER      -  SECOND    CLASS 0
 EK0456
 EK0456.The horizontal coordinates were established by autonomous hand held GPS
 EK0456.observations and have an estimated accuracy of +/- 10 meters.
 EK0456
 EK0456.The orthometric height was determined by differential leveling and
 EK0456.adjusted by the NATIONAL GEODETIC SURVEY
 EK0456.in June 1991.
 EK0456
 EK0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0456.GEOID18 height accuracy estimate available here.
 EK0456
 EK0456.Click photographs - Photos may exist for this station.
 EK0456
 EK0456.The dynamic height is computed by dividing the NAVD 88
 EK0456.geopotential number by the normal gravity value computed on the
 EK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0456.degrees latitude (g = 980.6199 gals.).
 EK0456
 EK0456.The modeled gravity was interpolated from observed gravity values.
 EK0456
 EK0456;                    North         East    Units  Estimated Accuracy
 EK0456;SPC OK S     -   183,239.      867,130.      MT  (+/- 10 meters HH2 GPS)
 EK0456
 EK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1052469504(NAD 83)
 EK0456
 EK0456                          SUPERSEDED SURVEY CONTROL
 EK0456
 EK0456  NGVD 29 (??/??/92)  177.826  (m)          583.42   (f) ADJ UNCH    2 0
 EK0456
 EK0456.Superseded values are not recommended for survey control.
 EK0456
 EK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0456.See file dsdata.pdf to determine how the superseded data were derived.
 EK0456
 EK0456_MARKER: DB = BENCH MARK DISK
 EK0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0456_SP_SET: TRESTLE ABUTMENT
 EK0456_STAMPING: V 160 1934
 EK0456_MARK LOGO: CGS
 EK0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0456
 EK0456  HISTORY     - Date     Condition        Report By
 EK0456  HISTORY     - 1934     MONUMENTED       CGS
 EK0456  HISTORY     - 1988     GOOD             USPSQD
 EK0456
 EK0456                          STATION DESCRIPTION
 EK0456
 EK0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0456'AT RED OAK.
 EK0456'AT RED OAK, LATIMER COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0456'RAILWAY, 44.4 FEET SOUTHWEST OF THE SECOND POLE EAST OF MILEPOST
 EK0456'322, 42 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE CORNER,
 EK0456'AT TRESTLE 3220, IN THE WEST ABUTMENT, 24.3 FEET NORTH OF THE
 EK0456'CENTER LINE OF THE MAIN TRACK, AND ABOUT 2.9 FEET LOWER THAN THE
 EK0456'TOP OF THE RAIL.  A STANDARD DISK, STAMPED V 160 1934.
 EK0456
 EK0456                          STATION RECOVERY (1988)
 EK0456
 EK0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0456'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0697 ***********************************************************************
 FH0697  DESIGNATION -  V 161
 FH0697  PID         -  FH0697
 FH0697  STATE/COUNTY-  OK/MUSKOGEE
 FH0697  COUNTRY     -  US
 FH0697  USGS QUAD   -  BOYNTON (2018)
 FH0697
 FH0697                         *CURRENT SURVEY CONTROL
 FH0697  ______________________________________________________________________
 FH0697* NAD 83(1986) POSITION- 35 37 51.     (N) 095 40 46.     (W)   SCALED
 FH0697* NAVD 88 ORTHO HEIGHT -   201.378 (meters)      660.69  (feet) ADJUSTED
 FH0697  ______________________________________________________________________
 FH0697  GEOID HEIGHT    -        -29.468 (meters)                     GEOID18
 FH0697  DYNAMIC HEIGHT  -        201.191 (meters)      660.07  (feet) COMP
 FH0697  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 FH0697
 FH0697  VERT ORDER      -  SECOND    CLASS 0
 FH0697
 FH0697.The horizontal coordinates were scaled from a map and have
 FH0697.an estimated accuracy of +/- 6 seconds.
 FH0697
 FH0697.The orthometric height was determined by differential leveling and
 FH0697.adjusted by the NATIONAL GEODETIC SURVEY
 FH0697.in June 1991.
 FH0697
 FH0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0697.GEOID18 height accuracy estimate available here.
 FH0697
 FH0697.Click photographs - Photos may exist for this station.
 FH0697
 FH0697.The dynamic height is computed by dividing the NAVD 88
 FH0697.geopotential number by the normal gravity value computed on the
 FH0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0697.degrees latitude (g = 980.6199 gals.).
 FH0697
 FH0697.The modeled gravity was interpolated from observed gravity values.
 FH0697
 FH0697;                    North         East    Units  Estimated Accuracy
 FH0697;SPC OK N     -    72,510.      810,180.      MT  (+/- 180 meters Scaled)
 FH0697
 FH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV573463(NAD 83)
 FH0697
 FH0697                          SUPERSEDED SURVEY CONTROL
 FH0697
 FH0697  NGVD 29 (??/??/92)  201.264  (m)          660.31   (f) ADJ UNCH    2 0
 FH0697
 FH0697.Superseded values are not recommended for survey control.
 FH0697
 FH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0697.See file dsdata.pdf to determine how the superseded data were derived.
 FH0697
 FH0697_MARKER: DB = BENCH MARK DISK
 FH0697_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0697_STAMPING: V 161 1934
 FH0697_MARK LOGO: CGS
 FH0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0697
 FH0697  HISTORY     - Date     Condition        Report By
 FH0697  HISTORY     - 1934     MONUMENTED       CGS
 FH0697  HISTORY     - 1960     GOOD             CGS
 FH0697
 FH0697                          STATION DESCRIPTION
 FH0697
 FH0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0697'2.3 MI SW FROM BOYNTON.
 FH0697'2.3 MILES SOUTHWEST OF, ALONG S.L. AND S.F. RY. FROM STATION.
 FH0697'ABOUT 800 FEET WEST OF NORTH-SOUTH DIRT ROAD CROSSING, ABOUT
 FH0697'600 FEET NORTHEAST OF WOODEN RAILROAD TRESTLE 477.3, 48.5 FEET
 FH0697'NORTHWEST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY, 16.5
 FH0697'FEET NORTHWEST OF M.P. 47P-5.  TABLET SET IN PRECAST CONCRETE
 FH0697'POST.
 FH0697
 FH0697                          STATION RECOVERY (1960)
 FH0697
 FH0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0708 ***********************************************************************
 FH0708  DESIGNATION -  V 162
 FH0708  PID         -  FH0708
 FH0708  STATE/COUNTY-  OK/OKMULGEE
 FH0708  COUNTRY     -  US
 FH0708  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH0708
 FH0708                         *CURRENT SURVEY CONTROL
 FH0708  ______________________________________________________________________
 FH0708* NAD 83(1986) POSITION- 35 38 06.     (N) 095 57 38.     (W)   SCALED
 FH0708* NAVD 88 ORTHO HEIGHT -   206.469 (meters)      677.39  (feet) ADJUSTED
 FH0708  ______________________________________________________________________
 FH0708  GEOID HEIGHT    -        -29.100 (meters)                     GEOID18
 FH0708  DYNAMIC HEIGHT  -        206.278 (meters)      676.76  (feet) COMP
 FH0708  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 FH0708
 FH0708  VERT ORDER      -  SECOND    CLASS 0
 FH0708
 FH0708.The horizontal coordinates were scaled from a map and have
 FH0708.an estimated accuracy of +/- 6 seconds.
 FH0708
 FH0708.The orthometric height was determined by differential leveling and
 FH0708.adjusted by the NATIONAL GEODETIC SURVEY
 FH0708.in June 1991.
 FH0708
 FH0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0708.GEOID18 height accuracy estimate available here.
 FH0708
 FH0708.Click photographs - Photos may exist for this station.
 FH0708
 FH0708.The dynamic height is computed by dividing the NAVD 88
 FH0708.geopotential number by the normal gravity value computed on the
 FH0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0708.degrees latitude (g = 980.6199 gals.).
 FH0708
 FH0708.The modeled gravity was interpolated from observed gravity values.
 FH0708
 FH0708;                    North         East    Units  Estimated Accuracy
 FH0708;SPC OK N     -    72,400.      784,710.      MT  (+/- 180 meters Scaled)
 FH0708
 FH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV319475(NAD 83)
 FH0708
 FH0708                          SUPERSEDED SURVEY CONTROL
 FH0708
 FH0708  NGVD 29 (??/??/92)  206.359  (m)          677.03   (f) ADJ UNCH    2 0
 FH0708
 FH0708.Superseded values are not recommended for survey control.
 FH0708
 FH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0708.See file dsdata.pdf to determine how the superseded data were derived.
 FH0708
 FH0708_MARKER: DB = BENCH MARK DISK
 FH0708_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0708_STAMPING: V 162 1934
 FH0708_MARK LOGO: CGS
 FH0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0708
 FH0708  HISTORY     - Date     Condition        Report By
 FH0708  HISTORY     - 1934     MONUMENTED       CGS
 FH0708  HISTORY     - 1969     POOR             CGS
 FH0708  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FH0708
 FH0708                          STATION DESCRIPTION
 FH0708
 FH0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0708'1.1 MI E FROM OKMULGEE.
 FH0708'1.1 MILE EAST OF, ALONG S.L. AND S.F. RY. FROM STATION.  ABOUT
 FH0708'400 FEET EAST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD CROSSING,
 FH0708'255 FEET WEST OF RY. CROSSING 2000 FT. SIGNBOARD, 42.5 FEET
 FH0708'NORTH OF CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS AND SAN
 FH0708'FRANCISCO RY., 3.4 FEET SOUTH OF MILE POLE 494-15.  TABLET SET
 FH0708'IN PRECAST CONCRETE POST.
 FH0708
 FH0708                          STATION RECOVERY (1969)
 FH0708
 FH0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0708'MARK RECOVERED IN POOR CONDITION.
 FH0708
 FH0708                          STATION RECOVERY (1997)
 FH0708
 FH0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0708'A THOROUGH SEARCH REVEALED NO VIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0259 ***********************************************************************
 GG0259  DESIGNATION -  V 163
 GG0259  PID         -  GG0259
 GG0259  STATE/COUNTY-  OK/OTTAWA
 GG0259  COUNTRY     -  US
 GG0259  USGS QUAD   -  AFTON NE (2018)
 GG0259
 GG0259                         *CURRENT SURVEY CONTROL
 GG0259  ______________________________________________________________________
 GG0259* NAD 83(1986) POSITION- 36 44 59.80   (N) 094 50 49.30   (W)   HD_HELD1
 GG0259* NAVD 88 ORTHO HEIGHT -   255.661 (meters)      838.78  (feet) ADJUSTED
 GG0259  ______________________________________________________________________
 GG0259  GEOID HEIGHT    -        -29.211 (meters)                     GEOID18
 GG0259  DYNAMIC HEIGHT  -        255.450 (meters)      838.09  (feet) COMP
 GG0259  MODELED GRAVITY -    979,802.2   (mgal)                       NAVD 88
 GG0259
 GG0259  VERT ORDER      -  SECOND    CLASS 0
 GG0259
 GG0259.The horizontal coordinates were determined by differentially corrected
 GG0259.hand held GPS observations or other comparable positioning techniques
 GG0259.and have an estimated accuracy of +/- 3 meters.
 GG0259
 GG0259.The orthometric height was determined by differential leveling and
 GG0259.adjusted by the NATIONAL GEODETIC SURVEY
 GG0259.in June 1991.
 GG0259
 GG0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0259.GEOID18 height accuracy estimate available here.
 GG0259
 GG0259.Click photographs - Photos may exist for this station.
 GG0259
 GG0259.The dynamic height is computed by dividing the NAVD 88
 GG0259.geopotential number by the normal gravity value computed on the
 GG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0259.degrees latitude (g = 980.6199 gals.).
 GG0259
 GG0259.The modeled gravity was interpolated from observed gravity values.
 GG0259
 GG0259;                    North         East    Units  Estimated Accuracy
 GG0259;SPC OK N     -   198,739.1     881,517.3     MT  (+/- 3 meters HH1 GPS) 
 GG0259
 GG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3511368723(NAD 83)
 GG0259
 GG0259                          SUPERSEDED SURVEY CONTROL
 GG0259
 GG0259  NGVD 29 (??/??/92)  255.555  (m)          838.43   (f) ADJ UNCH    2 0
 GG0259
 GG0259.Superseded values are not recommended for survey control.
 GG0259
 GG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0259.See file dsdata.pdf to determine how the superseded data were derived.
 GG0259
 GG0259_MARKER: DB = BENCH MARK DISK
 GG0259_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0259_STAMPING: V 163 1934
 GG0259_MARK LOGO: CGS
 GG0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0259
 GG0259  HISTORY     - Date     Condition        Report By
 GG0259  HISTORY     - 1934     MONUMENTED       CGS
 GG0259  HISTORY     - 1940     GOOD             CGS
 GG0259  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0259
 GG0259                          STATION DESCRIPTION
 GG0259
 GG0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GG0259'AT FAIRLAND.
 GG0259'AT FAIRLAND, OTTAWA COUNTY, 150 FEET EAST OF THE EAST END OF
 GG0259'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 41.6 FEET EAST OF
 GG0259'THE CENTERLINE OF MAIN STREET, AT THE WEST END OF THE STATION
 GG0259'FLOWER BED, AND 31.9 FEET NORTH OF THE CENTERLINE OF THE MAIN
 GG0259'TRACK.  A STANDARD DISK, STAMPED V 163 1934 AND SET IN THE TOP
 GG0259'OF A CONCRETE POST.
 GG0259
 GG0259                          STATION RECOVERY (1988)
 GG0259
 GG0259'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0422 ***********************************************************************
 FH0422  DESIGNATION -  V 164
 FH0422  PID         -  FH0422
 FH0422  STATE/COUNTY-  OK/CHEROKEE
 FH0422  COUNTRY     -  US
 FH0422  USGS QUAD   -  TAHLEQUAH (2019)
 FH0422
 FH0422                         *CURRENT SURVEY CONTROL
 FH0422  ______________________________________________________________________
 FH0422* NAD 83(1986) POSITION- 35 53 38.     (N) 094 52 38.     (W)   SCALED
 FH0422* NAVD 88 ORTHO HEIGHT -   231.236 (meters)      758.65  (feet) ADJUSTED
 FH0422  ______________________________________________________________________
 FH0422  GEOID HEIGHT    -        -28.931 (meters)                     GEOID18
 FH0422  DYNAMIC HEIGHT  -        231.029 (meters)      757.97  (feet) COMP
 FH0422  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 FH0422
 FH0422  VERT ORDER      -  SECOND    CLASS 0
 FH0422
 FH0422.The horizontal coordinates were scaled from a map and have
 FH0422.an estimated accuracy of +/- 6 seconds.
 FH0422
 FH0422.The orthometric height was determined by differential leveling and
 FH0422.adjusted by the NATIONAL GEODETIC SURVEY
 FH0422.in June 1991.
 FH0422
 FH0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0422.GEOID18 height accuracy estimate available here.
 FH0422
 FH0422.Click photographs - Photos may exist for this station.
 FH0422
 FH0422.The dynamic height is computed by dividing the NAVD 88
 FH0422.geopotential number by the normal gravity value computed on the
 FH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0422.degrees latitude (g = 980.6199 gals.).
 FH0422
 FH0422.The modeled gravity was interpolated from observed gravity values.
 FH0422
 FH0422;                    North         East    Units  Estimated Accuracy
 FH0422;SPC OK N     -   103,710.      881,880.      MT  (+/- 180 meters Scaled)
 FH0422
 FH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV305738(NAD 83)
 FH0422
 FH0422                          SUPERSEDED SURVEY CONTROL
 FH0422
 FH0422  NGVD 29 (??/??/92)  231.098  (m)          758.19   (f) ADJ UNCH    2 0
 FH0422
 FH0422.Superseded values are not recommended for survey control.
 FH0422
 FH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0422.See file dsdata.pdf to determine how the superseded data were derived.
 FH0422
 FH0422_MARKER: DB = BENCH MARK DISK
 FH0422_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0422_STAMPING: V 164 1934
 FH0422_MARK LOGO: CGS
 FH0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0422
 FH0422  HISTORY     - Date     Condition        Report By
 FH0422  HISTORY     - 1934     MONUMENTED       CGS
 FH0422
 FH0422                          STATION DESCRIPTION
 FH0422
 FH0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0422'1.9 MI NE FROM WELLING.
 FH0422'1.9 MILES NORTHEAST OF, ALONG S.L. AND S.F.RY. FROM STATION
 FH0422'ABOUT 360 FEET NORTHWEST OF WOODEN RAILWAY TRESTLE 409.0, 90
 FH0422'FEET NORTHWEST OF CONCRETE CULVERT UNDER RY. BUILT IN 1914,
 FH0422'55 FEET EAST OF M.P. 409-5, 48.7 FEET NORTH OF CENTERLINE OF
 FH0422'ST. LOUIS AND SAN FRANCISCO RY., TABLET SET IN PRECAST CONCRETE
 FH0422'POST, SET ON OUTSIDE OF RAILWAY CURVE.  TABLET SET IN PRECAST
 FH0422'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0294 ***********************************************************************
 EK0294  DESIGNATION -  V 165
 EK0294  PID         -  EK0294
 EK0294  STATE/COUNTY-  OK/MCCURTAIN
 EK0294  COUNTRY     -  US
 EK0294  USGS QUAD   -  BROKEN BOW (2018)
 EK0294
 EK0294                         *CURRENT SURVEY CONTROL
 EK0294  ______________________________________________________________________
 EK0294* NAD 83(1986) POSITION- 34 01 56.81   (N) 094 44 21.38   (W)   HD_HELD1
 EK0294* NAVD 88 ORTHO HEIGHT -   146.633 (meters)      481.08  (feet) ADJUSTED
 EK0294  ______________________________________________________________________
 EK0294  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 EK0294  DYNAMIC HEIGHT  -        146.485 (meters)      480.59  (feet) COMP
 EK0294  MODELED GRAVITY -    979,623.5   (mgal)                       NAVD 88
 EK0294
 EK0294  VERT ORDER      -  SECOND    CLASS 0
 EK0294
 EK0294.The horizontal coordinates were determined by differentially corrected
 EK0294.hand held GPS observations or other comparable positioning techniques
 EK0294.and have an estimated accuracy of +/- 3 meters.
 EK0294
 EK0294.The orthometric height was determined by differential leveling and
 EK0294.adjusted by the NATIONAL GEODETIC SURVEY
 EK0294.in June 1991.
 EK0294
 EK0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0294.GEOID18 height accuracy estimate available here.
 EK0294
 EK0294.Click photographs - Photos may exist for this station.
 EK0294
 EK0294.The dynamic height is computed by dividing the NAVD 88
 EK0294.geopotential number by the normal gravity value computed on the
 EK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0294.degrees latitude (g = 980.6199 gals.).
 EK0294
 EK0294.The modeled gravity was interpolated from observed gravity values.
 EK0294
 EK0294;                    North         East    Units  Estimated Accuracy
 EK0294;SPC OK S     -    82,411.6     901,069.3     MT  (+/- 3 meters HH1 GPS) 
 EK0294
 EK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3943367117(NAD 83)
 EK0294
 EK0294                          SUPERSEDED SURVEY CONTROL
 EK0294
 EK0294  NGVD 29 (??/??/92)  146.608  (m)          481.00   (f) ADJ UNCH    2 0
 EK0294
 EK0294.Superseded values are not recommended for survey control.
 EK0294
 EK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0294.See file dsdata.pdf to determine how the superseded data were derived.
 EK0294
 EK0294_MARKER: DB = BENCH MARK DISK
 EK0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0294_SP_SET: WATER TANK
 EK0294_STAMPING: V 165 1934
 EK0294_MARK LOGO: CGS
 EK0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0294
 EK0294  HISTORY     - Date     Condition        Report By
 EK0294  HISTORY     - 1934     MONUMENTED       CGS
 EK0294
 EK0294                          STATION DESCRIPTION
 EK0294
 EK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0294'IN BROKEN BOW.
 EK0294'IN BROKEN BOW, BRONZE TABLET IN CONCRETE FOUNDATION FOR SOUTHWEST
 EK0294'LEG OF CITY WATER TANK, DIANGONALLY ACROSS INTERSECTION FROM
 EK0294'BROKEN BOW HIGH SCHOOL, 85 FEET EAST OF CENTERLINE OF ST. HWY.
 EK0294'21, 44 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0389 ***********************************************************************
 EK0389  DESIGNATION -  V 166
 EK0389  PID         -  EK0389
 EK0389  STATE/COUNTY-  OK/LE FLORE
 EK0389  COUNTRY     -  US
 EK0389  USGS QUAD   -  SUMMERFIELD (2018)
 EK0389
 EK0389                         *CURRENT SURVEY CONTROL
 EK0389  ______________________________________________________________________
 EK0389* NAD 83(1986) POSITION- 34 58 05.     (N) 094 46 10.     (W)   SCALED
 EK0389* NAVD 88 ORTHO HEIGHT -   156.000 (meters)      511.81  (feet) ADJUSTED
 EK0389  ______________________________________________________________________
 EK0389  GEOID HEIGHT    -        -31.591 (meters)                     GEOID18
 EK0389  DYNAMIC HEIGHT  -        155.840 (meters)      511.29  (feet) COMP
 EK0389  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 EK0389
 EK0389  VERT ORDER      -  SECOND    CLASS 0
 EK0389
 EK0389.The horizontal coordinates were scaled from a map and have
 EK0389.an estimated accuracy of +/- 6 seconds.
 EK0389
 EK0389.The orthometric height was determined by differential leveling and
 EK0389.adjusted by the NATIONAL GEODETIC SURVEY
 EK0389.in June 1991.
 EK0389
 EK0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0389.GEOID18 height accuracy estimate available here.
 EK0389
 EK0389.Click photographs - Photos may exist for this station.
 EK0389
 EK0389.The dynamic height is computed by dividing the NAVD 88
 EK0389.geopotential number by the normal gravity value computed on the
 EK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0389.degrees latitude (g = 980.6199 gals.).
 EK0389
 EK0389.The modeled gravity was interpolated from observed gravity values.
 EK0389
 EK0389;                    North         East    Units  Estimated Accuracy
 EK0389;SPC OK S     -   186,050.      894,960.      MT  (+/- 180 meters Scaled)
 EK0389
 EK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU384709(NAD 83)
 EK0389
 EK0389                          SUPERSEDED SURVEY CONTROL
 EK0389
 EK0389  NGVD 29 (??/??/92)  155.894  (m)          511.46   (f) ADJ UNCH    2 0
 EK0389
 EK0389.Superseded values are not recommended for survey control.
 EK0389
 EK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0389.See file dsdata.pdf to determine how the superseded data were derived.
 EK0389
 EK0389_MARKER: DB = BENCH MARK DISK
 EK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0389_STAMPING: V 166 1934
 EK0389_MARK LOGO: CGS
 EK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0389+STABILITY: SURFACE MOTION
 EK0389
 EK0389  HISTORY     - Date     Condition        Report By
 EK0389  HISTORY     - 1934     MONUMENTED       CGS
 EK0389  HISTORY     - 1959     GOOD             CGS
 EK0389
 EK0389                          STATION DESCRIPTION
 EK0389
 EK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0389'3.7 MI W FROM WISTER.
 EK0389'ABOUT 3.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0389'RAILWAY FROM THE STATION AT WISTER, LE FLORE COUNTY, 87.5 FEET
 EK0389'SOUTH OF THE SECOND POLE EAST OF MILEPOST 304+20, ABOUT 100
 EK0389'FEET SOUTHEAST OF POLE 1420, 89 FEET NORTHWEST OF THE NORTHWEST
 EK0389'CORNER OF A SMALL SQUARE FARMHOUSE, AT A ROAD CROSSING, 33 FEET
 EK0389'WEST OF THE CENTER LINE OF THE ROAD, 42.8 FEET SOUTH OF THE
 EK0389'CENTER LINE OF THE TRACK, 33.5 FEET NORTH OF THE CENTER LINE OF A
 EK0389'LANE SOUTH OF THE TRACK, 7 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 EK0389'AND 2.5 FEET WEST OF THE RIGHT-OF-WAY CROSS FENCE.  A STANDARD
 EK0389'DISK, STAMPED V 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0389
 EK0389                          STATION RECOVERY (1959)
 EK0389
 EK0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0192 ***********************************************************************
 FK0192  DESIGNATION -  V 169
 FK0192  PID         -  FK0192
 FK0192  STATE/COUNTY-  OK/CUSTER
 FK0192  COUNTRY     -  US
 FK0192  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0192
 FK0192                         *CURRENT SURVEY CONTROL
 FK0192  ______________________________________________________________________
 FK0192* NAD 83(1986) POSITION- 35 33 10.     (N) 098 48 53.     (W)   SCALED
 FK0192* NAVD 88 ORTHO HEIGHT -   514.456 (meters)     1687.84  (feet) ADJUSTED
 FK0192  ______________________________________________________________________
 FK0192  GEOID HEIGHT    -        -27.083 (meters)                     GEOID18
 FK0192  DYNAMIC HEIGHT  -        513.944 (meters)     1686.16  (feet) COMP
 FK0192  MODELED GRAVITY -    979,622.6   (mgal)                       NAVD 88
 FK0192
 FK0192  VERT ORDER      -  FIRST     CLASS II
 FK0192
 FK0192.The horizontal coordinates were scaled from a map and have
 FK0192.an estimated accuracy of +/- 6 seconds.
 FK0192
 FK0192.The orthometric height was determined by differential leveling and
 FK0192.adjusted by the NATIONAL GEODETIC SURVEY
 FK0192.in June 1991.
 FK0192
 FK0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0192.GEOID18 height accuracy estimate available here.
 FK0192
 FK0192.Click photographs - Photos may exist for this station.
 FK0192
 FK0192.The dynamic height is computed by dividing the NAVD 88
 FK0192.geopotential number by the normal gravity value computed on the
 FK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0192.degrees latitude (g = 980.6199 gals.).
 FK0192
 FK0192.The modeled gravity was interpolated from observed gravity values.
 FK0192
 FK0192;                    North         East    Units  Estimated Accuracy
 FK0192;SPC OK N     -    61,640.      526,130.      MT  (+/- 180 meters Scaled)
 FK0192
 FK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE167343(NAD 83)
 FK0192
 FK0192                          SUPERSEDED SURVEY CONTROL
 FK0192
 FK0192  NGVD 29 (??/??/92)  514.250  (m)         1687.17   (f) ADJ UNCH    1 2
 FK0192
 FK0192.Superseded values are not recommended for survey control.
 FK0192
 FK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0192.See file dsdata.pdf to determine how the superseded data were derived.
 FK0192
 FK0192_MARKER: DB = BENCH MARK DISK
 FK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0192_STAMPING: V 169 1953
 FK0192_MARK LOGO: CGS
 FK0192_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0192+STABILITY: SURFACE MOTION
 FK0192
 FK0192  HISTORY     - Date     Condition        Report By
 FK0192  HISTORY     - 1953     MONUMENTED       CGS
 FK0192
 FK0192                          STATION DESCRIPTION
 FK0192
 FK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0192'6.9 MI W FROM WEATHERFORD.
 FK0192'6.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0192'RAILROAD FROM THE STATION AT WEATHERFORD, 0.15 MILE NORTHEAST
 FK0192'OF A DIRT ROAD CROSSING, 5 3/4 POLES NORTHEAST OF MILEPOST 570,
 FK0192'112 FEET NORTHWEST OF THE NORTHWEST CORNER OF A RED BARN, 57
 FK0192'FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 45.5
 FK0192'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET SOUTHWEST OF THE
 FK0192'CENTER OF A STEEL GATE, 2 FEET NORTHWEST OF A FENCE, 2.8 FEET
 FK0192'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0192'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0403 ***********************************************************************
 GG0403  DESIGNATION -  V 17
 GG0403  PID         -  GG0403
 GG0403  STATE/COUNTY-  OK/ROGERS
 GG0403  COUNTRY     -  US
 GG0403  USGS QUAD   -  CLAREMORE (2019)
 GG0403
 GG0403                         *CURRENT SURVEY CONTROL
 GG0403  ______________________________________________________________________
 GG0403* NAD 83(1986) POSITION- 36 18 46.     (N) 095 37 03.     (W)   SCALED
 GG0403* NAVD 88 ORTHO HEIGHT -   183.539 (meters)      602.16  (feet) ADJUSTED
 GG0403  ______________________________________________________________________
 GG0403  GEOID HEIGHT    -        -29.210 (meters)                     GEOID18
 GG0403  DYNAMIC HEIGHT  -        183.381 (meters)      601.64  (feet) COMP
 GG0403  MODELED GRAVITY -    979,772.1   (mgal)                       NAVD 88
 GG0403
 GG0403  VERT ORDER      -  FIRST     CLASS II
 GG0403
 GG0403.The horizontal coordinates were scaled from a map and have
 GG0403.an estimated accuracy of +/- 6 seconds.
 GG0403
 GG0403.The orthometric height was determined by differential leveling and
 GG0403.adjusted by the NATIONAL GEODETIC SURVEY
 GG0403.in June 1991.
 GG0403
 GG0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0403.GEOID18 height accuracy estimate available here.
 GG0403
 GG0403.Click photographs - Photos may exist for this station.
 GG0403
 GG0403.The dynamic height is computed by dividing the NAVD 88
 GG0403.geopotential number by the normal gravity value computed on the
 GG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0403.degrees latitude (g = 980.6199 gals.).
 GG0403
 GG0403.The modeled gravity was interpolated from observed gravity values.
 GG0403
 GG0403;                    North         East    Units  Estimated Accuracy
 GG0403;SPC OK N     -   148,280.      813,930.      MT  (+/- 180 meters Scaled)
 GG0403
 GG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA650218(NAD 83)
 GG0403
 GG0403                          SUPERSEDED SURVEY CONTROL
 GG0403
 GG0403  NGVD 29 (??/??/92)  183.422  (m)          601.78   (f) ADJ UNCH    1 2
 GG0403
 GG0403.Superseded values are not recommended for survey control.
 GG0403
 GG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0403.See file dsdata.pdf to determine how the superseded data were derived.
 GG0403
 GG0403_MARKER: DB = BENCH MARK DISK
 GG0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0403_STAMPING: V 17 1933
 GG0403_MARK LOGO: CGS
 GG0403_PROJECTION: RECESSED 5 CENTIMETERS
 GG0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0403+STABILITY: SURFACE MOTION
 GG0403
 GG0403  HISTORY     - Date     Condition        Report By
 GG0403  HISTORY     - 1933     MONUMENTED       CGS
 GG0403  HISTORY     - 1960     GOOD             CGS
 GG0403  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0403  HISTORY     - 19940813 GOOD             LOCENG
 GG0403  HISTORY     - 20010208 MARK NOT FOUND   OKDOT
 GG0403
 GG0403                          STATION DESCRIPTION
 GG0403
 GG0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0403'AT CLAREMORE.
 GG0403'AT CLAREMORE, ROGERS COUNTY, ABOUT 124 FEET NORTH OF THE NORTH
 GG0403'END OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 57 FEET
 GG0403'EAST OF THE EAST RAIL OF THE MAIN TRACK, 50 FEET WEST OF THE
 GG0403'WEST CURB OF THIRD STREET, 42 FEET SOUTH OF THE CENTER LINE OF
 GG0403'STATE HIGHWAY 20, AND 1 FOOT SOUTH OF AN EAST-AND-WEST SIDEWALK.
 GG0403'A STANDARD DISK, STAMPED V 17 1933 AND SET IN THE TOP OF A
 GG0403'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- 45
 GG0403'FEET WEST OF THE WEST CURB OF WICHITA AVE., ABOUT 42 FEET SOUTH
 GG0403'OF THE CENTERLINE OF WILL ROGERS AVE., AND ABOUT 1 FOOT SOUTH
 GG0403'OF A LOW CONCRETE ARCH AT THE SOUTH EDGE OF THE SIDEWALK.  THE
 GG0403'MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 GG0403
 GG0403                          STATION RECOVERY (1987)
 GG0403
 GG0403'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0403'MARK NOT FOUND.
 GG0403
 GG0403                          STATION RECOVERY (1994)
 GG0403
 GG0403'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 GG0403'LOCATED ON SOUTH CENTRAL JM DAVIS BOULEVARD AND WILL ROGERS BOULEVARD,
 GG0403'IN CLAREMORE.  STATION IS 60.2 FEET (18.3 M) EAST OF BURLINGTON
 GG0403'NORTHERN RAILROAD TRACK CORNER LINE, 20.7 FEET (6.3 M) NORTHWEST OF A
 GG0403'14-INCH PINE TREE, 15.8 FEET (4.8 M) WEST OF A 4-INCH FLAG POLE AND
 GG0403'36.1 FEET (11.0 M) SOUTH OF CENTERLINE OF WILL ROGERS BOULEVARD.
 GG0403
 GG0403                          STATION RECOVERY (2001)
 GG0403
 GG0403'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2001 (LDR)
 GG0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0001 ***********************************************************************
 FK0001  DESIGNATION -  V 170
 FK0001  PID         -  FK0001
 FK0001  STATE/COUNTY-  OK/CANADIAN
 FK0001  COUNTRY     -  US
 FK0001  USGS QUAD   -  FORT RENO (2018)
 FK0001
 FK0001                         *CURRENT SURVEY CONTROL
 FK0001  ______________________________________________________________________
 FK0001* NAD 83(1986) POSITION- 35 33 40.     (N) 098 00 14.     (W)   SCALED
 FK0001* NAVD 88 ORTHO HEIGHT -   410.466 (meters)     1346.67  (feet) ADJUSTED
 FK0001  ______________________________________________________________________
 FK0001  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 FK0001  DYNAMIC HEIGHT  -        410.069 (meters)     1345.37  (feet) COMP
 FK0001  MODELED GRAVITY -    979,654.8   (mgal)                       NAVD 88
 FK0001
 FK0001  VERT ORDER      -  FIRST     CLASS II
 FK0001
 FK0001.The horizontal coordinates were scaled from a map and have
 FK0001.an estimated accuracy of +/- 6 seconds.
 FK0001
 FK0001.The orthometric height was determined by differential leveling and
 FK0001.adjusted by the NATIONAL GEODETIC SURVEY
 FK0001.in June 1991.
 FK0001
 FK0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0001.GEOID18 height accuracy estimate available here.
 FK0001
 FK0001.Click photographs - Photos may exist for this station.
 FK0001
 FK0001.The dynamic height is computed by dividing the NAVD 88
 FK0001.geopotential number by the normal gravity value computed on the
 FK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0001.degrees latitude (g = 980.6199 gals.).
 FK0001
 FK0001.The modeled gravity was interpolated from observed gravity values.
 FK0001
 FK0001;                    North         East    Units  Estimated Accuracy
 FK0001;SPC OK N     -    62,260.      599,650.      MT  (+/- 180 meters Scaled)
 FK0001
 FK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE902357(NAD 83)
 FK0001
 FK0001                          SUPERSEDED SURVEY CONTROL
 FK0001
 FK0001  NGVD 29 (??/??/92)  410.294  (m)         1346.11   (f) ADJ UNCH    1 2
 FK0001
 FK0001.Superseded values are not recommended for survey control.
 FK0001
 FK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0001.See file dsdata.pdf to determine how the superseded data were derived.
 FK0001
 FK0001_MARKER: DB = BENCH MARK DISK
 FK0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0001_STAMPING: V 170 1953
 FK0001_MARK LOGO: CGS
 FK0001_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0001+STABILITY: SURFACE MOTION
 FK0001
 FK0001  HISTORY     - Date     Condition        Report By
 FK0001  HISTORY     - 1953     MONUMENTED       CGS
 FK0001
 FK0001                          STATION DESCRIPTION
 FK0001
 FK0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0001'3.4 MI NW FROM EL RENO.
 FK0001'3.4 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0001'RAILROAD FROM THE STATION AT EL RENO, 2 POLES WEST OF MILEPOST
 FK0001'516, 44.3 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A
 FK0001'FENCE, 3 FEET WEST OF A WITNESS POST, 4 FEET ABOVE THE TOP OF
 FK0001'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0001'0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0024 ***********************************************************************
 FK0024  DESIGNATION -  V 171
 FK0024  PID         -  FK0024
 FK0024  STATE/COUNTY-  OK/BLAINE
 FK0024  COUNTRY     -  US
 FK0024  USGS QUAD   -  GEARY SOUTH (2018)
 FK0024
 FK0024                         *CURRENT SURVEY CONTROL
 FK0024  ______________________________________________________________________
 FK0024* NAD 83(1986) POSITION- 35 35 43.     (N) 098 19 49.     (W)   SCALED
 FK0024* NAVD 88 ORTHO HEIGHT -   447.927 (meters)     1469.57  (feet) ADJUSTED
 FK0024  ______________________________________________________________________
 FK0024  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 FK0024  DYNAMIC HEIGHT  -        447.488 (meters)     1468.13  (feet) COMP
 FK0024  MODELED GRAVITY -    979,640.4   (mgal)                       NAVD 88
 FK0024
 FK0024  VERT ORDER      -  FIRST     CLASS II
 FK0024
 FK0024.The horizontal coordinates were scaled from a map and have
 FK0024.an estimated accuracy of +/- 6 seconds.
 FK0024
 FK0024.The orthometric height was determined by differential leveling and
 FK0024.adjusted by the NATIONAL GEODETIC SURVEY
 FK0024.in June 1991.
 FK0024
 FK0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0024.GEOID18 height accuracy estimate available here.
 FK0024
 FK0024.Click photographs - Photos may exist for this station.
 FK0024
 FK0024.The dynamic height is computed by dividing the NAVD 88
 FK0024.geopotential number by the normal gravity value computed on the
 FK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0024.degrees latitude (g = 980.6199 gals.).
 FK0024
 FK0024.The modeled gravity was interpolated from observed gravity values.
 FK0024
 FK0024;                    North         East    Units  Estimated Accuracy
 FK0024;SPC OK N     -    66,100.      570,070.      MT  (+/- 180 meters Scaled)
 FK0024
 FK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE606392(NAD 83)
 FK0024
 FK0024                          SUPERSEDED SURVEY CONTROL
 FK0024
 FK0024  NGVD 29 (??/??/92)  447.732  (m)         1468.93   (f) ADJ UNCH    1 2
 FK0024
 FK0024.Superseded values are not recommended for survey control.
 FK0024
 FK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0024.See file dsdata.pdf to determine how the superseded data were derived.
 FK0024
 FK0024_MARKER: DB = BENCH MARK DISK
 FK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0024_STAMPING: V 171 1953
 FK0024_MARK LOGO: CGS
 FK0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0024+STABILITY: SURFACE MOTION
 FK0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0024+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1994
 FK0024
 FK0024  HISTORY     - Date     Condition        Report By
 FK0024  HISTORY     - 1953     MONUMENTED       CGS
 FK0024  HISTORY     - 19940209 GOOD             NGS
 FK0024
 FK0024                          STATION DESCRIPTION
 FK0024
 FK0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0024'2.4 MI SW FROM GEARY.
 FK0024'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 FK0024'ISLAND AND PACIFIC RAILROAD STATION AT GEARY, THENCE 1.9 MILES
 FK0024'SOUTHWEST ALONG A GRADED DIRT ROAD, 29 FEET WEST OF THE CENTER
 FK0024'LINE OF A ROAD, 1.4 FEET EAST OF A FENCE, 60 FEET NORTH OF THE
 FK0024'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 56 FEET EAST OF THE
 FK0024'CENTER LINE OF A DIRT ROAD LEADING NORTH, 1.9 FEET SOUTH OF A
 FK0024'WITNESS POST, 4 FEET SOUTHEAST OF A POWER POLE, SET IN THE TOP
 FK0024'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FK0024
 FK0024                          STATION RECOVERY (1994)
 FK0024
 FK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FK0024'1.2 KM (0.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE CITY HALL
 FK0024'IN GEARY, THENCE 3.2 KM (2.00 MI) SOUTHWESTERLY ALONG A GRAVELED
 FK0024'ROAD, 14.2 M (46.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 13.4 M
 FK0024'(44.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 11.6 M (38.1 FT)
 FK0024'WEST OF THE CENTER OF A GRAVELED ROAD, 1.5 M (4.9 FT) ABOVE THE LEVEL
 FK0024'OF THE ROADS, 1.3 M (4.3 FT) SOUTHEAST OF A UTILITY POLE, 0.4 M
 FK0024'(1.3 FT) NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT) NORTH OF A
 FK0024'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 FK0024'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0170 ***********************************************************************
 FK0170  DESIGNATION -  V 172
 FK0170  PID         -  FK0170
 FK0170  STATE/COUNTY-  OK/CUSTER
 FK0170  COUNTRY     -  US
 FK0170  USGS QUAD   -  WEATHERFORD (2018)
 FK0170
 FK0170                         *CURRENT SURVEY CONTROL
 FK0170  ______________________________________________________________________
 FK0170* NAD 83(1986) POSITION- 35 32 51.     (N) 098 37 35.     (W)   SCALED
 FK0170* NAVD 88 ORTHO HEIGHT -   460.305 (meters)     1510.18  (feet) ADJUSTED
 FK0170  ______________________________________________________________________
 FK0170  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 FK0170  DYNAMIC HEIGHT  -        459.850 (meters)     1508.69  (feet) COMP
 FK0170  MODELED GRAVITY -    979,630.4   (mgal)                       NAVD 88
 FK0170
 FK0170  VERT ORDER      -  FIRST     CLASS II
 FK0170
 FK0170.The horizontal coordinates were scaled from a map and have
 FK0170.an estimated accuracy of +/- 6 seconds.
 FK0170
 FK0170.The orthometric height was determined by differential leveling and
 FK0170.adjusted by the NATIONAL GEODETIC SURVEY
 FK0170.in June 1991.
 FK0170
 FK0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0170.GEOID18 height accuracy estimate available here.
 FK0170
 FK0170.Click photographs - Photos may exist for this station.
 FK0170
 FK0170.The dynamic height is computed by dividing the NAVD 88
 FK0170.geopotential number by the normal gravity value computed on the
 FK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0170.degrees latitude (g = 980.6199 gals.).
 FK0170
 FK0170.The modeled gravity was interpolated from observed gravity values.
 FK0170
 FK0170;                    North         East    Units  Estimated Accuracy
 FK0170;SPC OK N     -    60,930.      543,200.      MT  (+/- 180 meters Scaled)
 FK0170
 FK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE338338(NAD 83)
 FK0170
 FK0170                          SUPERSEDED SURVEY CONTROL
 FK0170
 FK0170  NGVD 29 (??/??/92)  460.107  (m)         1509.53   (f) ADJ UNCH    1 2
 FK0170
 FK0170.Superseded values are not recommended for survey control.
 FK0170
 FK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0170.See file dsdata.pdf to determine how the superseded data were derived.
 FK0170
 FK0170_MARKER: DB = BENCH MARK DISK
 FK0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0170_SP_SET: BRIDGE
 FK0170_STAMPING: V 172 1953
 FK0170_MARK LOGO: CGS
 FK0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0170
 FK0170  HISTORY     - Date     Condition        Report By
 FK0170  HISTORY     - 1953     MONUMENTED       CGS
 FK0170
 FK0170                          STATION DESCRIPTION
 FK0170
 FK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0170'2.8 MI W FROM HYDRO.
 FK0170'2.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0170'RAILROAD FROM THE STATION AT HYDRO, 14 POLES WEST OF MILEPOST
 FK0170'557, 8 FEET SOUTH OF THE SOUTHWEST CORNER OF BRIDGE 5575, 9.7
 FK0170'FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE WEST END
 FK0170'OF AN ABANDONED CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0298 ***********************************************************************
 FK0298  DESIGNATION -  V 173
 FK0298  PID         -  FK0298
 FK0298  STATE/COUNTY-  OK/CUSTER
 FK0298  COUNTRY     -  US
 FK0298  USGS QUAD   -  STAFFORD (2018)
 FK0298
 FK0298                         *CURRENT SURVEY CONTROL
 FK0298  ______________________________________________________________________
 FK0298* NAD 83(1986) POSITION- 35 30 24.     (N) 099 00 45.     (W)   SCALED
 FK0298* NAVD 88 ORTHO HEIGHT -   468.409 (meters)     1536.77  (feet) ADJUSTED
 FK0298  ______________________________________________________________________
 FK0298  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FK0298  DYNAMIC HEIGHT  -        467.938 (meters)     1535.23  (feet) COMP
 FK0298  MODELED GRAVITY -    979,612.5   (mgal)                       NAVD 88
 FK0298
 FK0298  VERT ORDER      -  FIRST     CLASS II
 FK0298
 FK0298.The horizontal coordinates were scaled from a map and have
 FK0298.an estimated accuracy of +/- 6 seconds.
 FK0298
 FK0298.The orthometric height was determined by differential leveling and
 FK0298.adjusted by the NATIONAL GEODETIC SURVEY
 FK0298.in June 1991.
 FK0298
 FK0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0298.GEOID18 height accuracy estimate available here.
 FK0298
 FK0298.Click photographs - Photos may exist for this station.
 FK0298
 FK0298.The dynamic height is computed by dividing the NAVD 88
 FK0298.geopotential number by the normal gravity value computed on the
 FK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0298.degrees latitude (g = 980.6199 gals.).
 FK0298
 FK0298.The modeled gravity was interpolated from observed gravity values.
 FK0298
 FK0298;                    North         East    Units  Estimated Accuracy
 FK0298;SPC OK N     -    56,700.      508,150.      MT  (+/- 180 meters Scaled)
 FK0298
 FK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME988292(NAD 83)
 FK0298
 FK0298                          SUPERSEDED SURVEY CONTROL
 FK0298
 FK0298  NGVD 29 (??/??/92)  468.199  (m)         1536.08   (f) ADJ UNCH    1 2
 FK0298
 FK0298.Superseded values are not recommended for survey control.
 FK0298
 FK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0298.See file dsdata.pdf to determine how the superseded data were derived.
 FK0298
 FK0298_MARKER: DB = BENCH MARK DISK
 FK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0298_STAMPING: V 173 1953
 FK0298_MARK LOGO: CGS
 FK0298_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0298+STABILITY: SURFACE MOTION
 FK0298
 FK0298  HISTORY     - Date     Condition        Report By
 FK0298  HISTORY     - 1953     MONUMENTED       CGS
 FK0298  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0298
 FK0298                          STATION DESCRIPTION
 FK0298
 FK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0298'3.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0298'RAILROAD FROM THE STATION AT CLINTON, 0.15 MILE SOUTH OF A
 FK0298'GRAVELED ROAD CROSSING, 1 1/2 POLES NORTH OF MILEPOST 584,
 FK0298'46.4 FEET WEST OF THE WEST RAIL, 1.6 FEET EAST OF A FENCE,
 FK0298'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0298'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0298
 FK0298                          STATION RECOVERY (1981)
 FK0298
 FK0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0328 ***********************************************************************
 FK0328  DESIGNATION -  V 174
 FK0328  PID         -  FK0328
 FK0328  STATE/COUNTY-  OK/BECKHAM
 FK0328  COUNTRY     -  US
 FK0328  USGS QUAD   -  CANUTE (2018)
 FK0328
 FK0328                         *CURRENT SURVEY CONTROL
 FK0328  ______________________________________________________________________
 FK0328* NAD 83(1993) POSITION- 35 23 48.02862(N) 099 21 52.09953(W)   ADJUSTED
 FK0328* NAD 83(1993) ELLIP HT-   575.658 (meters)        (11/28/94)   ADJUSTED
 FK0328* NAVD 88 ORTHO HEIGHT -   603.269 (meters)     1979.23  (feet) ADJUSTED
 FK0328  ______________________________________________________________________
 FK0328  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 FK0328  NAD 83(1993) X  -   -847,013.393 (meters)                     COMP
 FK0328  NAD 83(1993) Y  - -5,136,156.319 (meters)                     COMP
 FK0328  NAD 83(1993) Z  -  3,674,162.541 (meters)                     COMP
 FK0328  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 FK0328  DYNAMIC HEIGHT  -        602.641 (meters)     1977.16  (feet) COMP
 FK0328  MODELED GRAVITY -    979,572.5   (mgal)                       NAVD 88
 FK0328
 FK0328  HORZ ORDER      -  SECOND
 FK0328  VERT ORDER      -  FIRST     CLASS II
 FK0328  ELLP ORDER      -  FIFTH     CLASS I
 FK0328
 FK0328.The horizontal coordinates were established by GPS observations
 FK0328.and adjusted by the National Geodetic Survey in November 1994.
 FK0328
 FK0328.The orthometric height was determined by differential leveling and
 FK0328.adjusted by the NATIONAL GEODETIC SURVEY
 FK0328.in June 1991.
 FK0328
 FK0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0328.GEOID18 height accuracy estimate available here.
 FK0328
 FK0328.Click photographs - Photos may exist for this station.
 FK0328
 FK0328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0328
 FK0328.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0328
 FK0328.The ellipsoidal height was determined by GPS observations
 FK0328.and is referenced to NAD 83.
 FK0328
 FK0328.The dynamic height is computed by dividing the NAVD 88
 FK0328.geopotential number by the normal gravity value computed on the
 FK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0328.degrees latitude (g = 980.6199 gals.).
 FK0328
 FK0328.The modeled gravity was interpolated from observed gravity values.
 FK0328
 FK0328. The following values were computed from the NAD 83(1993) position.
 FK0328
 FK0328;                    North         East     Units Scale Factor Converg.
 FK0328;SPC OK S     -   229,721.559   476,043.210   MT  1.00003636   -0 46 28.2
 FK0328;SPC OK S     -   753,678.15  1,561,818.43   sFT  1.00003636   -0 46 28.2
 FK0328;UTM  14      - 3,917,095.191   466,902.545   MT  0.99961350   -0 12 40.0
 FK0328
 FK0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0328!SPC OK S     -   0.99990965  x   1.00003636  =   0.99994601
 FK0328!UTM  14      -   0.99990965  x   0.99961350  =   0.99952319
 FK0328
 FK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME6690217095(NAD 83)
 FK0328
 FK0328                          SUPERSEDED SURVEY CONTROL
 FK0328
 FK0328  NAD 83(1986)-  35 23 48.03391(N)    099 21 52.08807(W) AD(       ) 2
 FK0328  NGVD 29 (??/??/92)  603.013  (m)         1978.39   (f) ADJ UNCH    1 2
 FK0328  NGVD 29 (11/30/89)  603.     (m)  RAPSU86  model used  GPS OBS        
 FK0328
 FK0328.Superseded values are not recommended for survey control.
 FK0328
 FK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0328.See file dsdata.pdf to determine how the superseded data were derived.
 FK0328
 FK0328_MARKER: DB = BENCH MARK DISK
 FK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0328_STAMPING: V 174 1953
 FK0328_MARK LOGO: CGS
 FK0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0328+STABILITY: SURFACE MOTION
 FK0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0328+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2007
 FK0328
 FK0328  HISTORY     - Date     Condition        Report By
 FK0328  HISTORY     - 1953     MONUMENTED       CGS
 FK0328  HISTORY     - 19890301 GOOD             NGS
 FK0328  HISTORY     - 20070509 GOOD             INDIV
 FK0328
 FK0328                          STATION DESCRIPTION
 FK0328
 FK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0328'2.3 MI E FROM ELK CITY.
 FK0328'2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0328'FROM THE STATION AT ELK CITY, AT THE BECKHAM AND WASHITA COUNTY
 FK0328'LINE, 66 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING,
 FK0328'46 FEET SOUTH OF THE SOUTH RAIL, 33 FEET WEST OF THE CENTER LINE
 FK0328'OF A ROAD, 3 FEET NORTH OF A FENCE CORNER, 2.4 FEET SOUTHWEST
 FK0328'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0328'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0328
 FK0328                          STATION RECOVERY (1989)
 FK0328
 FK0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0328'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0328'FOLLOWS.
 FK0328'THE STATION IS LOCATED ABOUT 8.1 KM (5.05 MI) SOUTHWEST OF CANUTE, 4.2
 FK0328'KM (2.60 MI) SOUTHEAST OF ELK CITY, AND 2.6 KM (1.60 MI) SOUTH OF
 FK0328'INTERSTATE HIGWAY 40.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 FK0328'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40
 FK0328'BUSINESS AND STATE HIGHWAY 6 IN THE CENTER OF ELK CITY, GO SOUTH ON
 FK0328'HIGHWAY 6 FOR 2.6 KM (1.60 MI) TO THE INTERSTATE HIGHWAY 40 OVERPASS.
 FK0328'CONTINUE SOUTH ON HIGHWAY 6 FOR 0.4 KM (0.25 MI) TO A PAVED CROSSROAD.
 FK0328'TURN LEFT AND GO EAST FOR 61.0 M (200.1 FT) TO A PAVED ROAD ON THE
 FK0328'LEFT, AT A PHILLIPS 66 SERVICE STATION.  TURN LEFT AND GO NORTH AND
 FK0328'EAST ON THE PAVED ROAD FOR 3.8 KM (2.35 MI) TO A GRAVELED CROSSROAD,
 FK0328'WASHITA COUNTY LINE.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 FK0328'0.4 KM (0.25 MI) TO THE STATION ON THE LEFT, JUST BEFORE CROSSING THE
 FK0328'FARMRAIL RAILROAD TRACKS.
 FK0328'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 FK0328'CONCRETE POST THAT PROJECTING 20 CM ABOVE THE GROUND.  LOCATED 21.1 M
 FK0328'(69.2 FT) SOUTHWEST OF THE CENTER OF THE CROSSING, 15.0 M (49.2 FT)
 FK0328'SOUTH OF THE NEAR RAIL, 10.4 M (34.1 FT) WEST OF THE CENTER OF THE
 FK0328'GRAVELED ROAD, 1.2 M (3.9 FT) WEST OF AN UNDERGROUND CABLE WARNING
 FK0328'SIGNPOST, 1.0 M (3.3 FT) NORTH OF A FENCE CORNER POST, AND 0.9 M
 FK0328'(3.0 FT) EAST OF A CARSONITE WITNESS POST.
 FK0328'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 FK0328
 FK0328                          STATION RECOVERY (2007)
 FK0328
 FK0328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 FK0328'DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0399 ***********************************************************************
 FK0399  DESIGNATION -  V 175
 FK0399  PID         -  FK0399
 FK0399  STATE/COUNTY-  OK/BECKHAM
 FK0399  COUNTRY     -  US
 FK0399  USGS QUAD   -  DOXEY (2018)
 FK0399
 FK0399                         *CURRENT SURVEY CONTROL
 FK0399  ______________________________________________________________________
 FK0399* NAD 83(1986) POSITION- 35 20 38.     (N) 099 32 54.     (W)   SCALED
 FK0399* NAVD 88 ORTHO HEIGHT -   589.707 (meters)     1934.73  (feet) ADJUSTED
 FK0399  ______________________________________________________________________
 FK0399  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 FK0399  DYNAMIC HEIGHT  -        589.090 (meters)     1932.71  (feet) COMP
 FK0399  MODELED GRAVITY -    979,568.1   (mgal)                       NAVD 88
 FK0399
 FK0399  VERT ORDER      -  FIRST     CLASS II
 FK0399
 FK0399.The horizontal coordinates were scaled from a map and have
 FK0399.an estimated accuracy of +/- 6 seconds.
 FK0399
 FK0399.The orthometric height was determined by differential leveling and
 FK0399.adjusted by the NATIONAL GEODETIC SURVEY
 FK0399.in June 1991.
 FK0399
 FK0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0399.GEOID18 height accuracy estimate available here.
 FK0399
 FK0399.Click photographs - Photos may exist for this station.
 FK0399
 FK0399.The dynamic height is computed by dividing the NAVD 88
 FK0399.geopotential number by the normal gravity value computed on the
 FK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0399.degrees latitude (g = 980.6199 gals.).
 FK0399
 FK0399.The modeled gravity was interpolated from observed gravity values.
 FK0399
 FK0399;                    North         East    Units  Estimated Accuracy
 FK0399;SPC OK S     -   224,110.      459,250.      MT  (+/- 180 meters Scaled)
 FK0399
 FK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME501113(NAD 83)
 FK0399
 FK0399                          SUPERSEDED SURVEY CONTROL
 FK0399
 FK0399  NGVD 29 (??/??/92)  589.459  (m)         1933.92   (f) ADJ UNCH    1 2
 FK0399
 FK0399.Superseded values are not recommended for survey control.
 FK0399
 FK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0399.See file dsdata.pdf to determine how the superseded data were derived.
 FK0399
 FK0399_MARKER: DB = BENCH MARK DISK
 FK0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0399_STAMPING: V 175 1953
 FK0399_MARK LOGO: CGS
 FK0399_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0399+STABILITY: SURFACE MOTION
 FK0399
 FK0399  HISTORY     - Date     Condition        Report By
 FK0399  HISTORY     - 1953     MONUMENTED       CGS
 FK0399
 FK0399                          STATION DESCRIPTION
 FK0399
 FK0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0399'6.6 MI NE FROM SAYRE.
 FK0399'6.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0399'RAILROAD FROM THE STATION AT SAYRE, 6 POLES NORTHEAST OF MILEPOST
 FK0399'620, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.9 FEET NORTHWEST
 FK0399'OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 FK0399'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0431 ***********************************************************************
 FK0431  DESIGNATION -  V 176
 FK0431  PID         -  FK0431
 FK0431  STATE/COUNTY-  OK/BECKHAM
 FK0431  COUNTRY     -  US
 FK0431  USGS QUAD   -  TEXOLA (2018)
 FK0431
 FK0431                         *CURRENT SURVEY CONTROL
 FK0431  ______________________________________________________________________
 FK0431* NAD 83(1986) POSITION- 35 12 12.     (N) 099 52 52.     (W)   SCALED
 FK0431* NAVD 88 ORTHO HEIGHT -   637.967 (meters)     2093.06  (feet) ADJUSTED
 FK0431  ______________________________________________________________________
 FK0431  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 FK0431  DYNAMIC HEIGHT  -        637.326 (meters)     2090.96  (feet) COMP
 FK0431  MODELED GRAVITY -    979,607.8   (mgal)                       NAVD 88
 FK0431
 FK0431  VERT ORDER      -  FIRST     CLASS II
 FK0431
 FK0431.The horizontal coordinates were scaled from a map and have
 FK0431.an estimated accuracy of +/- 6 seconds.
 FK0431
 FK0431.The orthometric height was determined by differential leveling and
 FK0431.adjusted by the NATIONAL GEODETIC SURVEY
 FK0431.in June 1991.
 FK0431
 FK0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0431.GEOID18 height accuracy estimate available here.
 FK0431
 FK0431.Click photographs - Photos may exist for this station.
 FK0431
 FK0431.The dynamic height is computed by dividing the NAVD 88
 FK0431.geopotential number by the normal gravity value computed on the
 FK0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0431.degrees latitude (g = 980.6199 gals.).
 FK0431
 FK0431.The modeled gravity was interpolated from observed gravity values.
 FK0431
 FK0431;                    North         East    Units  Estimated Accuracy
 FK0431;SPC OK S     -   209,030.      428,710.      MT  (+/- 180 meters Scaled)
 FK0431
 FK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD197959(NAD 83)
 FK0431
 FK0431                          SUPERSEDED SURVEY CONTROL
 FK0431
 FK0431  NGVD 29 (??/??/92)  637.746  (m)         2092.34   (f) ADJ UNCH    1 2
 FK0431
 FK0431.Superseded values are not recommended for survey control.
 FK0431
 FK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0431.See file dsdata.pdf to determine how the superseded data were derived.
 FK0431
 FK0431_MARKER: DB = BENCH MARK DISK
 FK0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0431_STAMPING: V 176 1953
 FK0431_MARK LOGO: CGS
 FK0431_PROJECTION: PROJECTING 9 CENTIMETERS
 FK0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0431+STABILITY: SURFACE MOTION
 FK0431
 FK0431  HISTORY     - Date     Condition        Report By
 FK0431  HISTORY     - 1953     MONUMENTED       CGS
 FK0431
 FK0431                          STATION DESCRIPTION
 FK0431
 FK0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0431'1.7 MI SW FROM ERICK.
 FK0431'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0431'RAILROAD FROM THE STATION AT ERICK, THENCE 0.75 MILE SOUTH
 FK0431'ALONG A GRADED ROAD, THENCE 0.3 MILE WEST ALONG A GRADED ROAD,
 FK0431'2.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTH HANGAR
 FK0431'AT THE HADDOCK AIRPORT, 20 FEET NORTH OF THE CENTER LINE OF THE
 FK0431'HANGAR, 1.9 FEET WEST OF THE WEST SIDE OF THE HANGAR, SET IN THE
 FK0431'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0008 ***********************************************************************
 FJ0008  DESIGNATION -  V 18
 FJ0008  PID         -  FJ0008
 FJ0008  STATE/COUNTY-  OK/OKMULGEE
 FJ0008  COUNTRY     -  US
 FJ0008  USGS QUAD   -  BEGGS (2018)
 FJ0008
 FJ0008                         *CURRENT SURVEY CONTROL
 FJ0008  ______________________________________________________________________
 FJ0008* NAD 83(1986) POSITION- 35 44 34.     (N) 096 04 04.     (W)   SCALED
 FJ0008* NAVD 88 ORTHO HEIGHT -   223.139 (meters)      732.08  (feet) ADJUSTED
 FJ0008  ______________________________________________________________________
 FJ0008  GEOID HEIGHT    -        -28.872 (meters)                     GEOID18
 FJ0008  DYNAMIC HEIGHT  -        222.936 (meters)      731.42  (feet) COMP
 FJ0008  MODELED GRAVITY -    979,716.3   (mgal)                       NAVD 88
 FJ0008
 FJ0008  VERT ORDER      -  FIRST     CLASS II
 FJ0008
 FJ0008.The horizontal coordinates were scaled from a map and have
 FJ0008.an estimated accuracy of +/- 6 seconds.
 FJ0008
 FJ0008.The orthometric height was determined by differential leveling and
 FJ0008.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0008.in June 1991.
 FJ0008
 FJ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0008.GEOID18 height accuracy estimate available here.
 FJ0008
 FJ0008.Click photographs - Photos may exist for this station.
 FJ0008
 FJ0008.The dynamic height is computed by dividing the NAVD 88
 FJ0008.geopotential number by the normal gravity value computed on the
 FJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0008.degrees latitude (g = 980.6199 gals.).
 FJ0008
 FJ0008.The modeled gravity was interpolated from observed gravity values.
 FJ0008
 FJ0008;                    North         East    Units  Estimated Accuracy
 FJ0008;SPC OK N     -    84,150.      774,760.      MT  (+/- 180 meters Scaled)
 FJ0008
 FJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE651593(NAD 83)
 FJ0008
 FJ0008                          SUPERSEDED SURVEY CONTROL
 FJ0008
 FJ0008  NGVD 29 (??/??/92)  223.025  (m)          731.71   (f) ADJ UNCH    1 2
 FJ0008
 FJ0008.Superseded values are not recommended for survey control.
 FJ0008
 FJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0008.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0008
 FJ0008_MARKER: DB = BENCH MARK DISK
 FJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0008_STAMPING: V 18 1933
 FJ0008_MARK LOGO: CGS
 FJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0008+STABILITY: SURFACE MOTION
 FJ0008
 FJ0008  HISTORY     - Date     Condition        Report By
 FJ0008  HISTORY     - 1933     MONUMENTED       CGS
 FJ0008  HISTORY     - 1971     MARK NOT FOUND   NGS
 FJ0008
 FJ0008                          STATION DESCRIPTION
 FJ0008
 FJ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0008'AT BEGGS.
 FJ0008'LOCATED 84 FT. SOUTH OF SOUTH END OF FRISCO STATION HOUSE AT
 FJ0008'BEGGS, 26 FT. NORTH OF NORTH CURB OF MAIN STREET, OPPOSITE MILE
 FJ0008'POST 456-10, 20 FT. WEST OF WEST RAIL OF MAIN TRACK, 15 FT. WEST
 FJ0008'OF WEST RAIL OF PASSING TRACK.  STANDARD TABLET SET IN TOP OF
 FJ0008'CONCRETE POST 6 IN HIGH.
 FJ0008
 FJ0008                          STATION RECOVERY (1971)
 FJ0008
 FJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FJ0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0504 ***********************************************************************
 GH0504  DESIGNATION -  V 180
 GH0504  PID         -  GH0504
 GH0504  STATE/COUNTY-  OK/GRANT
 GH0504  COUNTRY     -  US
 GH0504  USGS QUAD   -  MEDFORD (2018)
 GH0504
 GH0504                         *CURRENT SURVEY CONTROL
 GH0504  ______________________________________________________________________
 GH0504* NAD 83(1986) POSITION- 36 47 38.     (N) 097 44 25.     (W)   SCALED
 GH0504* NAVD 88 ORTHO HEIGHT -   328.542 (meters)     1077.89  (feet) ADJUSTED
 GH0504  ______________________________________________________________________
 GH0504  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 GH0504  DYNAMIC HEIGHT  -        328.268 (meters)     1076.99  (feet) COMP
 GH0504  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0504
 GH0504  VERT ORDER      -  FIRST     CLASS II
 GH0504
 GH0504.The horizontal coordinates were scaled from a map and have
 GH0504.an estimated accuracy of +/- 6 seconds.
 GH0504
 GH0504.The orthometric height was determined by differential leveling and
 GH0504.adjusted by the NATIONAL GEODETIC SURVEY
 GH0504.in June 1991.
 GH0504
 GH0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0504.GEOID18 height accuracy estimate available here.
 GH0504
 GH0504.Click photographs - Photos may exist for this station.
 GH0504
 GH0504.The dynamic height is computed by dividing the NAVD 88
 GH0504.geopotential number by the normal gravity value computed on the
 GH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0504.degrees latitude (g = 980.6199 gals.).
 GH0504
 GH0504.The modeled gravity was interpolated from observed gravity values.
 GH0504
 GH0504;                    North         East    Units  Estimated Accuracy
 GH0504;SPC OK N     -   199,080.      623,180.      MT  (+/- 180 meters Scaled)
 GH0504
 GH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF123727(NAD 83)
 GH0504
 GH0504                          SUPERSEDED SURVEY CONTROL
 GH0504
 GH0504  NGVD 29 (??/??/92)  328.431  (m)         1077.53   (f) SUPERSEDED  1 2
 GH0504  NGVD 29 (04/22/92)  328.431  (m)         1077.53   (f) ADJUSTED    1 2
 GH0504
 GH0504.Superseded values are not recommended for survey control.
 GH0504
 GH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0504.See file dsdata.pdf to determine how the superseded data were derived.
 GH0504
 GH0504_MARKER: DB = BENCH MARK DISK
 GH0504_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH0504_SP_SET: RAILROAD BRIDGE ABUTMENT
 GH0504_STAMPING: V 180 1953
 GH0504_MARK LOGO: CGS
 GH0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0504
 GH0504  HISTORY     - Date     Condition        Report By
 GH0504  HISTORY     - 1953     MONUMENTED       CGS
 GH0504  HISTORY     - 1985     GOOD             NGS
 GH0504  HISTORY     - 1986     GOOD             NGS
 GH0504
 GH0504                          STATION DESCRIPTION
 GH0504
 GH0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0504'1 MI S FROM MEDFORD.
 GH0504'1.0 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0504'FROM THE STATION AT MEDFORD, 9 FEET WEST OF THE WEST RAIL, 4 FEET
 GH0504'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF
 GH0504'THE SOUTH ABUTMENT OF BRIDGE 312.8.
 GH0504
 GH0504                          STATION RECOVERY (1985)
 GH0504
 GH0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0504'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.95 KM (1.2
 GH0504'MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0504'ROUTE 11 AT MEDFORD, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 GH0504'SMALL RAILROAD BRIDGE, 2.7 METERS (9 FT) WEST OF THE WEST RAIL.
 GH0504'THE MARK IS 1.2 M BELOW THE TRACKS.
 GH0504
 GH0504                          STATION RECOVERY (1986)
 GH0504
 GH0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GH0504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0489 ***********************************************************************
 GH0489  DESIGNATION -  V 181
 GH0489  PID         -  GH0489
 GH0489  STATE/COUNTY-  OK/GRANT
 GH0489  COUNTRY     -  US
 GH0489  USGS QUAD   -  POND CREEK (2018)
 GH0489
 GH0489                         *CURRENT SURVEY CONTROL
 GH0489  ______________________________________________________________________
 GH0489* NAD 83(1986) POSITION- 36 39 56.     (N) 097 48 29.     (W)   SCALED
 GH0489* NAVD 88 ORTHO HEIGHT -   320.561 (meters)     1051.71  (feet) ADJUSTED
 GH0489  ______________________________________________________________________
 GH0489  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 GH0489  DYNAMIC HEIGHT  -        320.290 (meters)     1050.82  (feet) COMP
 GH0489  MODELED GRAVITY -    979,778.4   (mgal)                       NAVD 88
 GH0489
 GH0489  VERT ORDER      -  FIRST     CLASS II
 GH0489
 GH0489.The horizontal coordinates were scaled from a map and have
 GH0489.an estimated accuracy of +/- 6 seconds.
 GH0489
 GH0489.The orthometric height was determined by differential leveling and
 GH0489.adjusted by the NATIONAL GEODETIC SURVEY
 GH0489.in June 1991.
 GH0489
 GH0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0489.GEOID18 height accuracy estimate available here.
 GH0489
 GH0489.Click photographs - Photos may exist for this station.
 GH0489
 GH0489.The dynamic height is computed by dividing the NAVD 88
 GH0489.geopotential number by the normal gravity value computed on the
 GH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0489.degrees latitude (g = 980.6199 gals.).
 GH0489
 GH0489.The modeled gravity was interpolated from observed gravity values.
 GH0489
 GH0489;                    North         East    Units  Estimated Accuracy
 GH0489;SPC OK N     -   184,820.      617,160.      MT  (+/- 180 meters Scaled)
 GH0489
 GH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF065584(NAD 83)
 GH0489
 GH0489                          SUPERSEDED SURVEY CONTROL
 GH0489
 GH0489  NGVD 29 (??/??/92)  320.444  (m)         1051.32   (f) ADJ UNCH    1 2
 GH0489
 GH0489.Superseded values are not recommended for survey control.
 GH0489
 GH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0489.See file dsdata.pdf to determine how the superseded data were derived.
 GH0489
 GH0489_MARKER: DB = BENCH MARK DISK
 GH0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0489_STAMPING: V 181 1953
 GH0489_MARK LOGO: CGS
 GH0489_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0489+STABILITY: SURFACE MOTION
 GH0489
 GH0489  HISTORY     - Date     Condition        Report By
 GH0489  HISTORY     - 1953     MONUMENTED       CGS
 GH0489  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0489
 GH0489                          STATION DESCRIPTION
 GH0489
 GH0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0489'0.7 MI SW FROM POND CREEK.
 GH0489'0.3 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GH0489'POND CREEK, THENCE 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 81
 GH0489'AND 60, AT THE NORTHEAST CORNER OF THE POND CREEK AIRPORT, 225
 GH0489'FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 41 FEET
 GH0489'SOUTH OF THE CENTER LINE OF THE HIGHWAY AT THE NORTHEAST CORNER
 GH0489'OF THE NORTH AND SOUTH RUNWAY, SET IN THE TOP OF A CONCRETE POST
 GH0489'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0489
 GH0489                          STATION RECOVERY (1985)
 GH0489
 GH0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0489'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0461 ***********************************************************************
 GH0461  DESIGNATION -  V 183
 GH0461  PID         -  GH0461
 GH0461  STATE/COUNTY-  OK/GARFIELD
 GH0461  COUNTRY     -  US
 GH0461  USGS QUAD   -  ENID WEST (2018)
 GH0461
 GH0461                         *CURRENT SURVEY CONTROL
 GH0461  ______________________________________________________________________
 GH0461* NAD 83(1986) POSITION- 36 25 00.     (N) 097 54 46.     (W)   SCALED
 GH0461* NAVD 88 ORTHO HEIGHT -   396.408 (meters)     1300.55  (feet) ADJUSTED
 GH0461  ______________________________________________________________________
 GH0461  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 GH0461  DYNAMIC HEIGHT  -        396.060 (meters)     1299.41  (feet) COMP
 GH0461  MODELED GRAVITY -    979,741.6   (mgal)                       NAVD 88
 GH0461
 GH0461  VERT ORDER      -  FIRST     CLASS II
 GH0461
 GH0461.The horizontal coordinates were scaled from a map and have
 GH0461.an estimated accuracy of +/- 6 seconds.
 GH0461
 GH0461.The orthometric height was determined by differential leveling and
 GH0461.adjusted by the NATIONAL GEODETIC SURVEY
 GH0461.in June 1991.
 GH0461
 GH0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0461.GEOID18 height accuracy estimate available here.
 GH0461
 GH0461.Click photographs - Photos may exist for this station.
 GH0461
 GH0461.The dynamic height is computed by dividing the NAVD 88
 GH0461.geopotential number by the normal gravity value computed on the
 GH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0461.degrees latitude (g = 980.6199 gals.).
 GH0461
 GH0461.The modeled gravity was interpolated from observed gravity values.
 GH0461
 GH0461;                    North         East    Units  Estimated Accuracy
 GH0461;SPC OK N     -   157,190.      607,820.      MT  (+/- 180 meters Scaled)
 GH0461
 GH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF974307(NAD 83)
 GH0461
 GH0461                          SUPERSEDED SURVEY CONTROL
 GH0461
 GH0461  NGVD 29 (??/??/92)  396.265  (m)         1300.08   (f) ADJ UNCH    1 2
 GH0461
 GH0461.Superseded values are not recommended for survey control.
 GH0461
 GH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0461.See file dsdata.pdf to determine how the superseded data were derived.
 GH0461
 GH0461_MARKER: DB = BENCH MARK DISK
 GH0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0461_STAMPING: V 183 1953
 GH0461_MARK LOGO: CGS
 GH0461_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0461+STABILITY: SURFACE MOTION
 GH0461
 GH0461  HISTORY     - Date     Condition        Report By
 GH0461  HISTORY     - 1953     MONUMENTED       CGS
 GH0461
 GH0461                          STATION DESCRIPTION
 GH0461
 GH0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0461'2.1 MI NW FROM ENID.
 GH0461'2.1 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0461'RAILROAD FROM THE STATION AT ENID, 98 FEET SOUTHWEST OF MILEPOST
 GH0461'547, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48 FEET NORTHWEST
 GH0461'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 GH0461'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GH0461'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0578 ***********************************************************************
 FJ0578  DESIGNATION -  V 184
 FJ0578  PID         -  FJ0578
 FJ0578  STATE/COUNTY-  OK/KINGFISHER
 FJ0578  COUNTRY     -  US
 FJ0578  USGS QUAD   -  KINGFISHER (2018)
 FJ0578
 FJ0578                         *CURRENT SURVEY CONTROL
 FJ0578  ______________________________________________________________________
 FJ0578* NAD 83(1986) POSITION- 35 52 17.     (N) 097 55 34.     (W)   SCALED
 FJ0578* NAVD 88 ORTHO HEIGHT -   317.164 (meters)     1040.56  (feet) ADJUSTED
 FJ0578  ______________________________________________________________________
 FJ0578  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 FJ0578  DYNAMIC HEIGHT  -        316.875 (meters)     1039.61  (feet) COMP
 FJ0578  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 FJ0578
 FJ0578  VERT ORDER      -  FIRST     CLASS II
 FJ0578
 FJ0578.The horizontal coordinates were scaled from a map and have
 FJ0578.an estimated accuracy of +/- 6 seconds.
 FJ0578
 FJ0578.The orthometric height was determined by differential leveling and
 FJ0578.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0578.in June 1991.
 FJ0578
 FJ0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0578.GEOID18 height accuracy estimate available here.
 FJ0578
 FJ0578.Click photographs - Photos may exist for this station.
 FJ0578
 FJ0578.The dynamic height is computed by dividing the NAVD 88
 FJ0578.geopotential number by the normal gravity value computed on the
 FJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0578.degrees latitude (g = 980.6199 gals.).
 FJ0578
 FJ0578.The modeled gravity was interpolated from observed gravity values.
 FJ0578
 FJ0578;                    North         East    Units  Estimated Accuracy
 FJ0578;SPC OK N     -    96,690.      606,670.      MT  (+/- 180 meters Scaled)
 FJ0578
 FJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE969702(NAD 83)
 FJ0578
 FJ0578                          SUPERSEDED SURVEY CONTROL
 FJ0578
 FJ0578  NGVD 29 (??/??/92)  317.048  (m)         1040.18   (f) SUPERSEDED  1 2
 FJ0578  NGVD 29 (04/22/92)  317.008  (m)         1040.05   (f) ADJUSTED    1 2
 FJ0578
 FJ0578.Superseded values are not recommended for survey control.
 FJ0578
 FJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0578.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0578
 FJ0578_MARKER: DB = BENCH MARK DISK
 FJ0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0578_SP_SET: BRIDGE ABUTMENT
 FJ0578_STAMPING: V 184 1953
 FJ0578_MARK LOGO: CGS
 FJ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0578
 FJ0578  HISTORY     - Date     Condition        Report By
 FJ0578  HISTORY     - 1953     MONUMENTED       CGS
 FJ0578  HISTORY     - 1985     GOOD             NGS
 FJ0578
 FJ0578                          STATION DESCRIPTION
 FJ0578
 FJ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0578'0.7 MI N FROM KINGFISHER.
 FJ0578'0.7 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0578'FROM THE STATION AT KINGFISHER, 2 POLES NORTH OF MILEPOST 375,
 FJ0578'5 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END OF
 FJ0578'THE SOUTH ABUTMENT OF BRIDGE 377-8.
 FJ0578
 FJ0578                          STATION RECOVERY (1985)
 FJ0578
 FJ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0578'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.86 KM (0.53
 FJ0578'MI) NORTH ALONG US HIGHWAY 81 FROM THE COURTHOUSE AT KINGFISHER,
 FJ0578'THENCE 0.34 KM (0.21 MI) EAST ALONG D AVENUE, THENCE 0.12 KM (0.07 MI)
 FJ0578'NORTH ALONG NORTH 4 TH STREET, THENCE 0.14 KM (0.09 MI) EAST ALONG
 FJ0578'EAST F AVENUE, THENCE 0.20 KM (0.12 MI) NORTH ALONG THE CHICAGO, ROCK
 FJ0578'ISLAND AND PACIFIC RAILROAD, IN TOP OF THE WEST END OF THE SOUTH
 FJ0578'ABUTMENT OF RAILROAD BRIDGE 377-8 OVER KINGFISHER CREEK, TWO TELEPHONE
 FJ0578'POLES NORTH OF RAILROAD MILEPOLE 375 AND 1.5 METERS (5 FT) WEST OF THE
 FJ0578'WEST RAIL.
 FJ0578'THE MARK IS 0.3 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0547 ***********************************************************************
 FJ0547  DESIGNATION -  V 185
 FJ0547  PID         -  FJ0547
 FJ0547  STATE/COUNTY-  OK/CANADIAN
 FJ0547  COUNTRY     -  US
 FJ0547  USGS QUAD   -  EL RENO (2018)
 FJ0547
 FJ0547                         *CURRENT SURVEY CONTROL
 FJ0547  ______________________________________________________________________
 FJ0547* NAD 83(1986) POSITION- 35 37 24.     (N) 097 59 48.     (W)   SCALED
 FJ0547* NAVD 88 ORTHO HEIGHT -   413.480 (meters)     1356.56  (feet) ADJUSTED
 FJ0547  ______________________________________________________________________
 FJ0547  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ0547  DYNAMIC HEIGHT  -        413.083 (meters)     1355.26  (feet) COMP
 FJ0547  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 FJ0547
 FJ0547  VERT ORDER      -  FIRST     CLASS II
 FJ0547
 FJ0547.The horizontal coordinates were scaled from a map and have
 FJ0547.an estimated accuracy of +/- 6 seconds.
 FJ0547
 FJ0547.The orthometric height was determined by differential leveling and
 FJ0547.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0547.in June 1991.
 FJ0547
 FJ0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0547.GEOID18 height accuracy estimate available here.
 FJ0547
 FJ0547.Click photographs - Photos may exist for this station.
 FJ0547
 FJ0547.The dynamic height is computed by dividing the NAVD 88
 FJ0547.geopotential number by the normal gravity value computed on the
 FJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0547.degrees latitude (g = 980.6199 gals.).
 FJ0547
 FJ0547.The modeled gravity was interpolated from observed gravity values.
 FJ0547
 FJ0547;                    North         East    Units  Estimated Accuracy
 FJ0547;SPC OK N     -    69,160.      600,300.      MT  (+/- 180 meters Scaled)
 FJ0547
 FJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE908426(NAD 83)
 FJ0547
 FJ0547                          SUPERSEDED SURVEY CONTROL
 FJ0547
 FJ0547  NGVD 29 (??/??/92)  413.317  (m)         1356.02   (f) ADJ UNCH    1 2
 FJ0547
 FJ0547.Superseded values are not recommended for survey control.
 FJ0547
 FJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0547.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0547
 FJ0547_MARKER: DB = BENCH MARK DISK
 FJ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0547_STAMPING: V 185 1953
 FJ0547_MARK LOGO: CGS
 FJ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0547+STABILITY: SURFACE MOTION
 FJ0547
 FJ0547  HISTORY     - Date     Condition        Report By
 FJ0547  HISTORY     - 1953     MONUMENTED       CGS
 FJ0547
 FJ0547                          STATION DESCRIPTION
 FJ0547
 FJ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0547'6.9 MI N FROM EL RENO.
 FJ0547'6.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0547'FROM THE STATION AT EL RENO, 12 POLES NORTH OF MILEPOST 396,
 FJ0547'107 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 FJ0547'47 FEET WEST OF THE WEST RAIL, 47 FEET EAST OF A FENCE, 4.6 FEET
 FJ0547'NORTH OF THE 1ST POLE SOUTH OF A ROAD CROSSING, 2 FEET NORTHWEST
 FJ0547'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0547'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0449 ***********************************************************************
 FJ0449  DESIGNATION -  V 186
 FJ0449  PID         -  FJ0449
 FJ0449  STATE/COUNTY-  OK/GRADY
 FJ0449  COUNTRY     -  US
 FJ0449  USGS QUAD   -  MINCO (2018)
 FJ0449
 FJ0449                         *CURRENT SURVEY CONTROL
 FJ0449  ______________________________________________________________________
 FJ0449* NAD 83(1986) POSITION- 35 17 54.     (N) 097 56 37.     (W)   SCALED
 FJ0449* NAVD 88 ORTHO HEIGHT -   390.649 (meters)     1281.65  (feet) POSTED
 FJ0449  ______________________________________________________________________
 FJ0449  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 FJ0449  DYNAMIC HEIGHT  -        390.26  (meters)     1280.4   (feet) COMP
 FJ0449  MODELED GRAVITY -    979,623.7   (mgal)                       NAVD 88
 FJ0449
 FJ0449  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0449
 FJ0449.The horizontal coordinates were scaled from a map and have
 FJ0449.an estimated accuracy of +/- 6 seconds.
 FJ0449
 FJ0449.The orthometric height was determined by differential leveling
 FJ0449.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0449
 FJ0449.* This is a POSTED BENCH MARK height.
 FJ0449
 FJ0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0449.GEOID18 height accuracy estimate available here.
 FJ0449
 FJ0449.Click photographs - Photos may exist for this station.
 FJ0449
 FJ0449.The dynamic height is computed by dividing the NAVD 88
 FJ0449.geopotential number by the normal gravity value computed on the
 FJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0449.degrees latitude (g = 980.6199 gals.).
 FJ0449
 FJ0449.The modeled gravity was interpolated from observed gravity values.
 FJ0449
 FJ0449;                    North         East    Units  Estimated Accuracy
 FJ0449;SPC OK S     -   217,970.      605,130.      MT  (+/- 180 meters Scaled)
 FJ0449
 FJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE960066(NAD 83)
 FJ0449
 FJ0449                          SUPERSEDED SURVEY CONTROL
 FJ0449
 FJ0449  NGVD 29 (??/??/92)  390.493  (m)         1281.14   (f) ADJ UNCH    1 2
 FJ0449
 FJ0449.Superseded values are not recommended for survey control.
 FJ0449
 FJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0449.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0449
 FJ0449_MARKER: DB = BENCH MARK DISK
 FJ0449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0449_SP_SET: BRIDGE ABUTMENT
 FJ0449_STAMPING: V 186 1953
 FJ0449_MARK LOGO: CGS
 FJ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0449
 FJ0449  HISTORY     - Date     Condition        Report By
 FJ0449  HISTORY     - 1953     MONUMENTED       CGS
 FJ0449  HISTORY     - 1986     GOOD             NGS
 FJ0449
 FJ0449                          STATION DESCRIPTION
 FJ0449
 FJ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0449'1 MI S FROM MINCO.
 FJ0449'1.0 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0449'RAILROAD FROM THE STATION AT MINCO, ACROSS THE TRACK FROM
 FJ0449'MILEPOST 419, 5 FEET EAST OF THE EAST RAIL, SET IN THE TOP
 FJ0449'OF THE EAST END OF THE NORTH ABUTMENT OF BRIDGE 419.0.
 FJ0449
 FJ0449                          STATION RECOVERY (1986)
 FJ0449
 FJ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0449'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.9 KM (14.2
 FJ0449'MI) SOUTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD FROM ITS
 FJ0449'JUNCTION WITH INTERSTATE HIGHWAY 40 IN EL RENO.  NOTE--NOT LEVELED TO
 FJ0449'DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0553 ***********************************************************************
 EL0553  DESIGNATION -  V 187
 EL0553  PID         -  EL0553
 EL0553  STATE/COUNTY-  OK/GRADY
 EL0553  COUNTRY     -  US
 EL0553  USGS QUAD   -  NINNEKAH (2018)
 EL0553
 EL0553                         *CURRENT SURVEY CONTROL
 EL0553  ______________________________________________________________________
 EL0553* NAD 83(1986) POSITION- 34 59 58.     (N) 097 55 44.     (W)   SCALED
 EL0553* NAVD 88 ORTHO HEIGHT -   354.982 (meters)     1164.64  (feet) ADJUSTED
 EL0553  ______________________________________________________________________
 EL0553  GEOID HEIGHT    -        -26.344 (meters)                     GEOID18
 EL0553  DYNAMIC HEIGHT  -        354.632 (meters)     1163.49  (feet) COMP
 EL0553  MODELED GRAVITY -    979,639.6   (mgal)                       NAVD 88
 EL0553
 EL0553  VERT ORDER      -  FIRST     CLASS II
 EL0553
 EL0553.The horizontal coordinates were scaled from a map and have
 EL0553.an estimated accuracy of +/- 6 seconds.
 EL0553
 EL0553.The orthometric height was determined by differential leveling and
 EL0553.adjusted by the NATIONAL GEODETIC SURVEY
 EL0553.in June 1991.
 EL0553
 EL0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0553.GEOID18 height accuracy estimate available here.
 EL0553
 EL0553.Click photographs - Photos may exist for this station.
 EL0553
 EL0553.The dynamic height is computed by dividing the NAVD 88
 EL0553.geopotential number by the normal gravity value computed on the
 EL0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0553.degrees latitude (g = 980.6199 gals.).
 EL0553
 EL0553.The modeled gravity was interpolated from observed gravity values.
 EL0553
 EL0553;                    North         East    Units  Estimated Accuracy
 EL0553;SPC OK S     -   184,820.      606,490.      MT  (+/- 180 meters Scaled)
 EL0553
 EL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND977735(NAD 83)
 EL0553
 EL0553                          SUPERSEDED SURVEY CONTROL
 EL0553
 EL0553  NGVD 29 (??/??/92)  354.879  (m)         1164.30   (f) ADJ UNCH    1 2
 EL0553
 EL0553.Superseded values are not recommended for survey control.
 EL0553
 EL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0553.See file dsdata.pdf to determine how the superseded data were derived.
 EL0553
 EL0553_MARKER: DB = BENCH MARK DISK
 EL0553_STAMPING: V 187 1953
 EL0553_MARK LOGO: CGS
 EL0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0553
 EL0553  HISTORY     - Date     Condition        Report By
 EL0553  HISTORY     - 1953     MONUMENTED       CGS
 EL0553  HISTORY     - 1966     GOOD             CGS
 EL0553  HISTORY     - 1968     GOOD             CGS
 EL0553
 EL0553                          STATION DESCRIPTION
 EL0553
 EL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 EL0553'3.7 MI S FROM CHICKASHA.
 EL0553'3.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0553'RAILROAD FROM THE STATION AT CHICKASHA, 32 FEET SOUTH OF THE
 EL0553'2ND POLE SOUTH OF THE CROSSING, 57 FEET WEST OF THE WEST RAIL,
 EL0553'29 1/2 FEET WEST OF A WIRE FENCE AND 23 FEET NORTH OF A RAVINE.
 EL0553
 EL0553                          STATION RECOVERY (1968)
 EL0553
 EL0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EL0553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0679 ***********************************************************************
 FJ0679  DESIGNATION -  V 192
 FJ0679  PID         -  FJ0679
 FJ0679  STATE/COUNTY-  OK/OKLAHOMA
 FJ0679  COUNTRY     -  US
 FJ0679  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0679
 FJ0679                         *CURRENT SURVEY CONTROL
 FJ0679  ______________________________________________________________________
 FJ0679* NAD 83(1986) POSITION- 35 27 51.4    (N) 097 33 09.1    (W)   HD_HELD2
 FJ0679* NAVD 88 ORTHO HEIGHT -   366.348 (meters)     1201.93  (feet) ADJUSTED
 FJ0679  ______________________________________________________________________
 FJ0679  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 FJ0679  DYNAMIC HEIGHT  -        365.997 (meters)     1200.78  (feet) COMP
 FJ0679  MODELED GRAVITY -    979,665.7   (mgal)                       NAVD 88
 FJ0679
 FJ0679  VERT ORDER      -  FIRST     CLASS II
 FJ0679
 FJ0679.The horizontal coordinates were established by autonomous hand held GPS
 FJ0679.observations and have an estimated accuracy of +/- 10 meters.
 FJ0679
 FJ0679.The orthometric height was determined by differential leveling and
 FJ0679.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0679.in August 1994.
 FJ0679
 FJ0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0679.GEOID18 height accuracy estimate available here.
 FJ0679
 FJ0679.Click photographs - Photos may exist for this station.
 FJ0679
 FJ0679.The dynamic height is computed by dividing the NAVD 88
 FJ0679.geopotential number by the normal gravity value computed on the
 FJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0679.degrees latitude (g = 980.6199 gals.).
 FJ0679
 FJ0679.The modeled gravity was interpolated from observed gravity values.
 FJ0679
 FJ0679;                    North         East    Units  Estimated Accuracy
 FJ0679;SPC OK N     -    51,607.      640,618.      MT  (+/- 10 meters HH2 GPS)
 FJ0679
 FJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3133825494(NAD 83)
 FJ0679
 FJ0679                          SUPERSEDED SURVEY CONTROL
 FJ0679
 FJ0679  NAVD 88 (??/??/92)  366.416  (m)         1202.15   (f) POSTED      3  
 FJ0679
 FJ0679.Superseded values are not recommended for survey control.
 FJ0679
 FJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0679.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0679
 FJ0679_MARKER: DV = VERTICAL CONTROL DISK
 FJ0679_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0679_SP_SET: BRIDGE PIER
 FJ0679_STAMPING: V 192 1984
 FJ0679_MARK LOGO: NGS
 FJ0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0679+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1994
 FJ0679
 FJ0679  HISTORY     - Date     Condition        Report By
 FJ0679  HISTORY     - 1984     MONUMENTED       NGS
 FJ0679  HISTORY     - 1988     GOOD             USPSQD
 FJ0679  HISTORY     - 19940114 GOOD             NGS
 FJ0679
 FJ0679                          STATION DESCRIPTION
 FJ0679
 FJ0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0679'3.7 KM (2.3 MI) WEST FROM OKLAHOMA CITY.
 FJ0679'THE MARK IS 1.67 M ABOVE GROUND.
 FJ0679'3.7 KM (2.3 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0679'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, 0.4 KM (0.25 MI) EAST OF
 FJ0679'THE INTERSECTION OF PENNSYLVANIA AVENUE AND RENO AVENUE, SET
 FJ0679'VERTICALLY IN THE NORTHEAST SIDE OF THE WEST PIER UNDER INTERSTATE
 FJ0679'HIGHWAY 40 BETWEEN THE OKLAHOMA, KANSAS, AND TEXAS RAILROAD TRACKS AND
 FJ0679'THE RENO AVENUE EASTBOUND LANES, 6.85 METERS (22.5 FT) SOUTH OF THE
 FJ0679'CENTERLINE OF THE RENO AVENUE EASTBOUND LANES, 4.72 METERS (15.5 FT)
 FJ0679'EAST OF A LARGE POWERLINE POLE, 2.68 METERS (8.8 FT) SOUTH OF THE
 FJ0679'SOUTH CURB OF THE EASTBOUND LANES, AND 4.96 METERS (16.3 FT) NORTHEAST
 FJ0679'OF THE NORTHEAST RAIL OF THE NORTHEAST ONE OF TWO RAILROAD TRACKS.
 FJ0679
 FJ0679                          STATION RECOVERY (1988)
 FJ0679
 FJ0679'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0679'RECOVERED IN GOOD CONDITION.
 FJ0679
 FJ0679                          STATION RECOVERY (1994)
 FJ0679
 FJ0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0679'3.7 KM (2.30 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0679'THE SANTA FE RAILROAD IN OKLAHOMA CITY, SET VERTICALLY IN THE
 FJ0679'NORTHEAST FACE OF THE MOST WESTERLY OF 8 CONCRETE COLUMNS OF THE
 FJ0679'SECOND PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE INTERSTATE
 FJ0679'HIGHWAY 40 OVERPASS OF THE OKLAHOMA, KANSAS, AND TEXAS RAILROAD AND
 FJ0679'RENO AVENUE, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF
 FJ0679'PENNSYLVANIA AVENUE, 9.9 M (32.5 FT) NORTHEAST OF THE NEAR RAIL, 6.8
 FJ0679'M (22.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 FJ0679'AVENUE, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0711 ***********************************************************************
 FJ0711  DESIGNATION -  V 193
 FJ0711  PID         -  FJ0711
 FJ0711  STATE/COUNTY-  OK/LINCOLN
 FJ0711  COUNTRY     -  US
 FJ0711  USGS QUAD   -  HARRAH (2018)
 FJ0711
 FJ0711                         *CURRENT SURVEY CONTROL
 FJ0711  ______________________________________________________________________
 FJ0711* NAD 83(1986) POSITION- 35 29 32.     (N) 097 07 31.     (W)   SCALED
 FJ0711* NAVD 88 ORTHO HEIGHT -   335.179 (meters)     1099.67  (feet) ADJUSTED
 FJ0711  ______________________________________________________________________
 FJ0711  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 FJ0711  DYNAMIC HEIGHT  -        334.863 (meters)     1098.63  (feet) COMP
 FJ0711  MODELED GRAVITY -    979,679.1   (mgal)                       NAVD 88
 FJ0711
 FJ0711  VERT ORDER      -  FIRST     CLASS II
 FJ0711
 FJ0711.The horizontal coordinates were scaled from a map and have
 FJ0711.an estimated accuracy of +/- 6 seconds.
 FJ0711
 FJ0711.The orthometric height was determined by differential leveling and
 FJ0711.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0711.in August 1994.
 FJ0711
 FJ0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0711.GEOID18 height accuracy estimate available here.
 FJ0711
 FJ0711.Click photographs - Photos may exist for this station.
 FJ0711
 FJ0711.The dynamic height is computed by dividing the NAVD 88
 FJ0711.geopotential number by the normal gravity value computed on the
 FJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0711.degrees latitude (g = 980.6199 gals.).
 FJ0711
 FJ0711.The modeled gravity was interpolated from observed gravity values.
 FJ0711
 FJ0711;                    North         East    Units  Estimated Accuracy
 FJ0711;SPC OK N     -    54,970.      679,370.      MT  (+/- 180 meters Scaled)
 FJ0711
 FJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE700292(NAD 83)
 FJ0711
 FJ0711                          SUPERSEDED SURVEY CONTROL
 FJ0711
 FJ0711  NAVD 88 (06/15/91)  335.220  (m)         1099.80   (f) SUPERSEDED  1 2
 FJ0711
 FJ0711.Superseded values are not recommended for survey control.
 FJ0711
 FJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0711.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0711
 FJ0711_MARKER: DV = VERTICAL CONTROL DISK
 FJ0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0711_SP_SET: HIGHWAY BRIDGE
 FJ0711_STAMPING: V 193 1984
 FJ0711_MARK LOGO: NGS
 FJ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0711
 FJ0711  HISTORY     - Date     Condition        Report By
 FJ0711  HISTORY     - 1984     MONUMENTED       NGS
 FJ0711  HISTORY     - 1988     GOOD             USPSQD
 FJ0711  HISTORY     - 1989     GOOD             USPSQD
 FJ0711  HISTORY     - 1990     GOOD             USPSQD
 FJ0711  HISTORY     - 20230321 MARK NOT FOUND   OKDOT
 FJ0711
 FJ0711                          STATION DESCRIPTION
 FJ0711
 FJ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0711'4.1 KM (2.55 MI) EAST FROM HARRAH.
 FJ0711'4.1 KM (2.55 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S.
 FJ0711'HIGHWAY 270 IN HARRAH, SET IN THE TOP AND MIDDLE OF THE SOUTHEAST
 FJ0711'WINGWALL OF THE SOUTH ABUTMENT OF A TRIPLE BOX CONCRETE HIGHWAY BRIDGE
 FJ0711'OVER A CREEK, 4.6 METERS (15.0 FT) SOUTH OF THE CENTERLINE OF THE
 FJ0711'HIGHWAY, AND 0.91 METERS (3.0 FT) SOUTH OF A METAL GUARDRAIL.
 FJ0711'THE MARK IS 0.31 M ABOVE HIGHWAY.
 FJ0711
 FJ0711                          STATION RECOVERY (1988)
 FJ0711
 FJ0711'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0711'RECOVERED IN GOOD CONDITION.
 FJ0711
 FJ0711                          STATION RECOVERY (1989)
 FJ0711
 FJ0711'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0711'RECOVERED IN GOOD CONDITION.
 FJ0711
 FJ0711                          STATION RECOVERY (1990)
 FJ0711
 FJ0711'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0711'RECOVERED IN GOOD CONDITION.
 FJ0711
 FJ0711                          STATION RECOVERY (2023)
 FJ0711
 FJ0711'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0711'NEW DRAINAGE STRUCTURE IN PLACE.  MARK POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0727 ***********************************************************************
 FJ0727  DESIGNATION -  V 194
 FJ0727  PID         -  FJ0727
 FJ0727  STATE/COUNTY-  OK/LINCOLN
 FJ0727  COUNTRY     -  US
 FJ0727  USGS QUAD   -  MEEKER (2018)
 FJ0727
 FJ0727                         *CURRENT SURVEY CONTROL
 FJ0727  ______________________________________________________________________
 FJ0727* NAD 83(1986) POSITION- 35 30 11.93   (N) 096 54 03.07   (W)   HD_HELD1
 FJ0727* NAVD 88 ORTHO HEIGHT -   270.328 (meters)      886.90  (feet) ADJUSTED
 FJ0727  ______________________________________________________________________
 FJ0727  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 FJ0727  DYNAMIC HEIGHT  -        270.074 (meters)      886.07  (feet) COMP
 FJ0727  MODELED GRAVITY -    979,685.0   (mgal)                       NAVD 88
 FJ0727
 FJ0727  VERT ORDER      -  FIRST     CLASS II
 FJ0727
 FJ0727.The horizontal coordinates were determined by differentially corrected
 FJ0727.hand held GPS observations or other comparable positioning techniques
 FJ0727.and have an estimated accuracy of +/- 3 meters.
 FJ0727
 FJ0727.The orthometric height was determined by differential leveling and
 FJ0727.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0727.in August 1994.
 FJ0727
 FJ0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0727.GEOID18 height accuracy estimate available here.
 FJ0727
 FJ0727.Click photographs - Photos may exist for this station.
 FJ0727
 FJ0727.The dynamic height is computed by dividing the NAVD 88
 FJ0727.geopotential number by the normal gravity value computed on the
 FJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0727.degrees latitude (g = 980.6199 gals.).
 FJ0727
 FJ0727.The modeled gravity was interpolated from observed gravity values.
 FJ0727
 FJ0727;                    North         East    Units  Estimated Accuracy
 FJ0727;SPC OK N     -    56,408.9     699,719.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0727
 FJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE9038430886(NAD 83)
 FJ0727
 FJ0727                          SUPERSEDED SURVEY CONTROL
 FJ0727
 FJ0727  NAVD 88 (06/15/91)  270.349  (m)          886.97   (f) SUPERSEDED  1 2
 FJ0727
 FJ0727.Superseded values are not recommended for survey control.
 FJ0727
 FJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0727.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0727
 FJ0727_MARKER: I = METAL ROD
 FJ0727_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ0727_STAMPING: V 194 1984
 FJ0727_MARK LOGO: NGS
 FJ0727_PROJECTION: FLUSH
 FJ0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0727+STABILITY: POSITION/ELEVATION WELL
 FJ0727_ROD/PIPE-DEPTH: 12.8 meters
 FJ0727_SLEEVE-DEPTH  : 6.1 meters
 FJ0727
 FJ0727  HISTORY     - Date     Condition        Report By
 FJ0727  HISTORY     - 1984     MONUMENTED       NGS
 FJ0727  HISTORY     - 1988     GOOD             USPSQD
 FJ0727  HISTORY     - 1989     GOOD             USPSQD
 FJ0727  HISTORY     - 1990     GOOD             USPSQD
 FJ0727
 FJ0727                          STATION DESCRIPTION
 FJ0727
 FJ0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0727'IN MEEKER.
 FJ0727'IN MEEKER, ONE AND A HALF BLOCKS EAST OF THE POST OFFICE, AT THE SOUTH
 FJ0727'SIDE OF AND IN A GRAVELED AREA OF THE MEEKER CITY HALL AND FIRE
 FJ0727'DEPARTMENT BUILDING, 11.1 METERS (36.4 FT) NORTH OF THE CENTERLINE OF
 FJ0727'HIGHWAY 62, 1.5 METERS (4.8 FT) WEST OF A FLAGPOLE, 4.4 METERS
 FJ0727'(14.5 FT) SOUTH OF THE SOUTH FACE OF CITY HALL BUILDING, 6.6 METERS
 FJ0727'(21.7 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF CITY HALL BUILDING,
 FJ0727'18.4 METERS (60.5 FT) WEST OF THE CENTER OF THE WESTERNMOST ONE OF
 FJ0727'FOUR FIRE ENGINE BAY DOORS, AND 4.5 METERS (14.7 FT) NORTH OF THE
 FJ0727'NORTH CURB OF HIGHWAY 62.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL AND
 FJ0727'ANCHORED.
 FJ0727'THE MARK IS 0.31 M ABOVE HIGHWAY 62.
 FJ0727
 FJ0727                          STATION RECOVERY (1988)
 FJ0727
 FJ0727'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0727'RECOVERED IN GOOD CONDITION.
 FJ0727
 FJ0727                          STATION RECOVERY (1989)
 FJ0727
 FJ0727'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0727'RECOVERED IN GOOD CONDITION.
 FJ0727
 FJ0727                          STATION RECOVERY (1990)
 FJ0727
 FJ0727'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0747 ***********************************************************************
 FJ0747  DESIGNATION -  V 195
 FJ0747  PID         -  FJ0747
 FJ0747  STATE/COUNTY-  OK/OKFUSKEE
 FJ0747  COUNTRY     -  US
 FJ0747  USGS QUAD   -  PRAGUE NE (2018)
 FJ0747
 FJ0747                         *CURRENT SURVEY CONTROL
 FJ0747  ______________________________________________________________________
 FJ0747* NAD 83(1986) POSITION- 35 29 21.52   (N) 096 32 07.93   (W)   HD_HELD1
 FJ0747* NAVD 88 ORTHO HEIGHT -   297.054 (meters)      974.58  (feet) ADJUSTED
 FJ0747  ______________________________________________________________________
 FJ0747  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 FJ0747  DYNAMIC HEIGHT  -        296.774 (meters)      973.67  (feet) COMP
 FJ0747  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 FJ0747
 FJ0747  VERT ORDER      -  FIRST     CLASS II
 FJ0747
 FJ0747.The horizontal coordinates were determined by differentially corrected
 FJ0747.hand held GPS observations or other comparable positioning techniques
 FJ0747.and have an estimated accuracy of +/- 3 meters.
 FJ0747
 FJ0747.The orthometric height was determined by differential leveling and
 FJ0747.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0747.in June 1991.
 FJ0747
 FJ0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0747.GEOID18 height accuracy estimate available here.
 FJ0747
 FJ0747.Click photographs - Photos may exist for this station.
 FJ0747
 FJ0747.The dynamic height is computed by dividing the NAVD 88
 FJ0747.geopotential number by the normal gravity value computed on the
 FJ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0747.degrees latitude (g = 980.6199 gals.).
 FJ0747
 FJ0747.The modeled gravity was interpolated from observed gravity values.
 FJ0747
 FJ0747;                    North         East    Units  Estimated Accuracy
 FJ0747;SPC OK N     -    55,293.1     732,884.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0747
 FJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2356230100(NAD 83)
 FJ0747
 FJ0747                          SUPERSEDED SURVEY CONTROL
 FJ0747
 FJ0747.No superseded survey control is available for this station.
 FJ0747
 FJ0747_MARKER: DV = VERTICAL CONTROL DISK
 FJ0747_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0747_STAMPING: V 195 1984
 FJ0747_MARK LOGO: NGS
 FJ0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0747+STABILITY: POSITION/ELEVATION WELL
 FJ0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0747+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0747
 FJ0747  HISTORY     - Date     Condition        Report By
 FJ0747  HISTORY     - 1984     MONUMENTED       NGS
 FJ0747  HISTORY     - 1988     GOOD             USPSQD
 FJ0747  HISTORY     - 1990     GOOD             USPSQD
 FJ0747  HISTORY     - 1990     GOOD             USPSQD
 FJ0747  HISTORY     - 20220629 GOOD             OKDOT
 FJ0747
 FJ0747                          STATION DESCRIPTION
 FJ0747
 FJ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0747'3.68 KM (2.3 MI) EAST FROM PADEN.
 FJ0747'3.68 KM (2.3 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0747'PADEN, NEAR THE WEST END OF A HIGHWAY CUT, SET IN A MASSIVE AND
 FJ0747'SLOPING OUTCROP, THREE FEET FROM THE SOUTH END AND TEN FEET EAST FROM
 FJ0747'THE BEGINNING OF THE FORMATION, 15.09 METERS (49.5 FT) SOUTH OF THE
 FJ0747'CENTERLINE OF THE HIGHWAY, AND 5.03 METERS (16.5 FT) NORTH OF THE
 FJ0747'RIGHT-OF-WAY FENCE.
 FJ0747'THE MARK IS 0.85 METERS  N FROM A WITNESS POST.
 FJ0747'THE MARK IS 0.8 M ABOVE HIGHWAY.
 FJ0747
 FJ0747                          STATION RECOVERY (1988)
 FJ0747
 FJ0747'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0747'RECOVERED IN GOOD CONDITION.
 FJ0747
 FJ0747                          STATION RECOVERY (1990)
 FJ0747
 FJ0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0747'RECOVERED IN GOOD CONDITION.
 FJ0747
 FJ0747                          STATION RECOVERY (1990)
 FJ0747
 FJ0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0747'RECOVERED IN GOOD CONDITION.
 FJ0747
 FJ0747                          STATION RECOVERY (2022)
 FJ0747
 FJ0747'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0747'NEEDS TREES CUT FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0771 ***********************************************************************
 FJ0771  DESIGNATION -  V 196
 FJ0771  PID         -  FJ0771
 FJ0771  STATE/COUNTY-  OK/OKFUSKEE
 FJ0771  COUNTRY     -  US
 FJ0771  USGS QUAD   -  PHAROAH (2018)
 FJ0771
 FJ0771                         *CURRENT SURVEY CONTROL
 FJ0771  ______________________________________________________________________
 FJ0771* NAD 83(1986) POSITION- 35 25 41.59   (N) 096 06 05.55   (W)   HD_HELD1
 FJ0771* NAVD 88 ORTHO HEIGHT -   240.965 (meters)      790.57  (feet) ADJUSTED
 FJ0771  ______________________________________________________________________
 FJ0771  GEOID HEIGHT    -        -28.903 (meters)                     GEOID18
 FJ0771  DYNAMIC HEIGHT  -        240.736 (meters)      789.81  (feet) COMP
 FJ0771  MODELED GRAVITY -    979,677.8   (mgal)                       NAVD 88
 FJ0771
 FJ0771  VERT ORDER      -  FIRST     CLASS II
 FJ0771
 FJ0771.The horizontal coordinates were determined by differentially corrected
 FJ0771.hand held GPS observations or other comparable positioning techniques
 FJ0771.and have an estimated accuracy of +/- 3 meters.
 FJ0771
 FJ0771.The orthometric height was determined by differential leveling and
 FJ0771.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0771.in June 1991.
 FJ0771
 FJ0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0771.GEOID18 height accuracy estimate available here.
 FJ0771
 FJ0771.Click photographs - Photos may exist for this station.
 FJ0771
 FJ0771.The dynamic height is computed by dividing the NAVD 88
 FJ0771.geopotential number by the normal gravity value computed on the
 FJ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0771.degrees latitude (g = 980.6199 gals.).
 FJ0771
 FJ0771.The modeled gravity was interpolated from observed gravity values.
 FJ0771
 FJ0771;                    North         East    Units  Estimated Accuracy
 FJ0771;SPC OK N     -    49,198.2     772,392.9     MT  (+/- 3 meters HH1 GPS) 
 FJ0771
 FJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6314024392(NAD 83)
 FJ0771
 FJ0771                          SUPERSEDED SURVEY CONTROL
 FJ0771
 FJ0771.No superseded survey control is available for this station.
 FJ0771
 FJ0771_MARKER: F = FLANGE-ENCASED ROD
 FJ0771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0771+WITH SETTING: INFORMATION.
 FJ0771_STAMPING: V 196 1984
 FJ0771_MARK LOGO: NGS
 FJ0771_PROJECTION: FLUSH
 FJ0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0771+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0771_ROD/PIPE-DEPTH: 0.9 meters
 FJ0771
 FJ0771  HISTORY     - Date     Condition        Report By
 FJ0771  HISTORY     - 1984     MONUMENTED       NGS
 FJ0771  HISTORY     - 1989     GOOD             USPSQD
 FJ0771  HISTORY     - 1990     GOOD             USPSQD
 FJ0771  HISTORY     - 20240717 GOOD             OKDOT
 FJ0771
 FJ0771                          STATION DESCRIPTION
 FJ0771
 FJ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0771'12.24 KM (7.65 MI) WEST FROM HENRYETTA.
 FJ0771'12.24 KM (7.65 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0771'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, AT MILEPOST NUMBER 233, 0.08 KM
 FJ0771'(0.05 MI) WEST OF A POWERLINE CROSSING, 36.27 METERS (119.0 FT) SOUTH
 FJ0771'OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES, 39.01 METERS
 FJ0771'(128.0 FT) SOUTHWEST OF MILEPOST NUMBER 233, AND 0.30 METERS (1.0 FT)
 FJ0771'NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0771'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0771'THE MARK IS 0.4 M ABOVE EASTBOUND HIGHWAY.
 FJ0771
 FJ0771                          STATION RECOVERY (1989)
 FJ0771
 FJ0771'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0771'RECOVERED IN GOOD CONDITION.
 FJ0771
 FJ0771                          STATION RECOVERY (1990)
 FJ0771
 FJ0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0771'RECOVERED IN GOOD CONDITION.
 FJ0771
 FJ0771                          STATION RECOVERY (2024)
 FJ0771
 FJ0771'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0771'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0858 ***********************************************************************
 FH0858  DESIGNATION -  V 197
 FH0858  PID         -  FH0858
 FH0858  STATE/COUNTY-  OK/MCINTOSH
 FH0858  COUNTRY     -  US
 FH0858  USGS QUAD   -  PIERCE (2018)
 FH0858
 FH0858                         *CURRENT SURVEY CONTROL
 FH0858  ______________________________________________________________________
 FH0858* NAD 83(1986) POSITION- 35 27 13.76   (N) 095 40 29.42   (W)   HD_HELD1
 FH0858* NAVD 88 ORTHO HEIGHT -   190.835 (meters)      626.10  (feet) ADJUSTED
 FH0858  ______________________________________________________________________
 FH0858  GEOID HEIGHT    -        -29.655 (meters)                     GEOID18
 FH0858  DYNAMIC HEIGHT  -        190.656 (meters)      625.51  (feet) COMP
 FH0858  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 FH0858
 FH0858  VERT ORDER      -  FIRST     CLASS II
 FH0858
 FH0858.The horizontal coordinates were determined by differentially corrected
 FH0858.hand held GPS observations or other comparable positioning techniques
 FH0858.and have an estimated accuracy of +/- 3 meters.
 FH0858
 FH0858.The orthometric height was determined by differential leveling and
 FH0858.adjusted by the NATIONAL GEODETIC SURVEY
 FH0858.in June 1991.
 FH0858
 FH0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0858.GEOID18 height accuracy estimate available here.
 FH0858
 FH0858.Click photographs - Photos may exist for this station.
 FH0858
 FH0858.The dynamic height is computed by dividing the NAVD 88
 FH0858.geopotential number by the normal gravity value computed on the
 FH0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0858.degrees latitude (g = 980.6199 gals.).
 FH0858
 FH0858.The modeled gravity was interpolated from observed gravity values.
 FH0858
 FH0858;                    North         East    Units  Estimated Accuracy
 FH0858;SPC OK S     -   237,655.6     811,073.2     MT  (+/- 3 meters HH1 GPS) 
 FH0858
 FH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5724226660(NAD 83)
 FH0858
 FH0858                          SUPERSEDED SURVEY CONTROL
 FH0858
 FH0858.No superseded survey control is available for this station.
 FH0858
 FH0858_MARKER: F = FLANGE-ENCASED ROD
 FH0858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0858_STAMPING: V 197 1984
 FH0858_MARK LOGO: NGS
 FH0858_PROJECTION: FLUSH
 FH0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0858+STABILITY: POSITION/ELEVATION WELL
 FH0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0858+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 FH0858_ROD/PIPE-DEPTH: 18.3 meters
 FH0858
 FH0858  HISTORY     - Date     Condition        Report By
 FH0858  HISTORY     - 1984     MONUMENTED       NGS
 FH0858  HISTORY     - 20220712 GOOD             OKDOT
 FH0858
 FH0858                          STATION DESCRIPTION
 FH0858
 FH0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0858'28.4 KM (17.65 MI) EAST FROM HENRYETTA.
 FH0858'28.4 KM (17.65 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE
 FH0858'INTERCHANGE OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, ALSO 13.8 KM
 FH0858'(8.6 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE OF OLD
 FH0858'HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, ABOUT 0.1 KM (0.35 MI)
 FH0858'EAST OF A DIRT ROAD UNDERPASS, 35.7 METERS (117.0 FT) SOUTH OF THE
 FH0858'CENTERLINE OF THE HIGHWAY EASTBOUND LANES, 0.5 METER (1.5 FT) NORTH OF
 FH0858'THE WESTERNMOST ONE OF TWO RIGHT-OF-WAY FENCE LINE BRACE POSTS,
 FH0858'0.6 METER (2.0 FT) NORTHWEST OF A WITNESS POST, AND 103.0 METERS
 FH0858'(338.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE SOUTHWEST
 FH0858'WINGWALL OF A 1.2 METERS (4.0 FT) BOX CURVERT.  NOTE, TWO SETS OF
 FH0858'WITNESS POSTS ARE AT THIS STAION.
 FH0858'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 FH0858'THE MARK IS 0.6 M BELOW EASTBOUND HIGHWAY.
 FH0858
 FH0858                          STATION RECOVERY (2022)
 FH0858
 FH0858'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0858'RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0903 ***********************************************************************
 FH0903  DESIGNATION -  V 199
 FH0903  PID         -  FH0903
 FH0903  STATE/COUNTY-  OK/SEQUOYAH
 FH0903  COUNTRY     -  US
 FH0903  USGS QUAD   -  SALLISAW (2019)
 FH0903
 FH0903                         *CURRENT SURVEY CONTROL
 FH0903  ______________________________________________________________________
 FH0903* NAD 83(1986) POSITION- 35 27 15.     (N) 094 52 01.     (W)   SCALED
 FH0903* NAVD 88 ORTHO HEIGHT -   159.803 (meters)      524.29  (feet) ADJUSTED
 FH0903  ______________________________________________________________________
 FH0903  GEOID HEIGHT    -        -30.008 (meters)                     GEOID18
 FH0903  DYNAMIC HEIGHT  -        159.654 (meters)      523.80  (feet) COMP
 FH0903  MODELED GRAVITY -    979,700.2   (mgal)                       NAVD 88
 FH0903
 FH0903  VERT ORDER      -  FIRST     CLASS II
 FH0903
 FH0903.The horizontal coordinates were scaled from a map and have
 FH0903.an estimated accuracy of +/- 6 seconds.
 FH0903
 FH0903.The orthometric height was determined by differential leveling and
 FH0903.adjusted by the NATIONAL GEODETIC SURVEY
 FH0903.in June 1991.
 FH0903
 FH0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0903.GEOID18 height accuracy estimate available here.
 FH0903
 FH0903.Click photographs - Photos may exist for this station.
 FH0903
 FH0903.The dynamic height is computed by dividing the NAVD 88
 FH0903.geopotential number by the normal gravity value computed on the
 FH0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0903.degrees latitude (g = 980.6199 gals.).
 FH0903
 FH0903.The modeled gravity was interpolated from observed gravity values.
 FH0903
 FH0903;                    North         East    Units  Estimated Accuracy
 FH0903;SPC OK N     -    54,980.      884,380.      MT  (+/- 180 meters Scaled)
 FH0903
 FH0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV305250(NAD 83)
 FH0903
 FH0903                          SUPERSEDED SURVEY CONTROL
 FH0903
 FH0903.No superseded survey control is available for this station.
 FH0903
 FH0903_MARKER: DV = VERTICAL CONTROL DISK
 FH0903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0903_SP_SET: BRIDGE PIER
 FH0903_STAMPING: V 199 1984
 FH0903_MARK LOGO: NGS
 FH0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0903+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 FH0903
 FH0903  HISTORY     - Date     Condition        Report By
 FH0903  HISTORY     - 1984     MONUMENTED       NGS
 FH0903  HISTORY     - 1988     GOOD             USPSQD
 FH0903  HISTORY     - 1989     GOOD             USPSQD
 FH0903  HISTORY     - 1990     GOOD             USPSQD
 FH0903  HISTORY     - 20020815 GOOD             OKDOT
 FH0903
 FH0903                          STATION DESCRIPTION
 FH0903
 FH0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0903'5.7 KM (3.55 MI) WEST FROM SALLISAW.
 FH0903'5.7 KM (3.55 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0903'U.S. HIGHWAY 59 (ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF SALLISAW), AT A
 FH0903'CROSS ROAD OVERPASS OVER INTERSTATE 40, SET VERTICALLY ON THE NORTH
 FH0903'SIDE OF THE EAST ONE OF TWO PIERS ON THE EASTBOUND SIDE OF THE
 FH0903'HIGHWAY, ABOUT 1.37 METERS (4.5 FT) ABOVE THE GROUND, ABOUT 0.24 KM
 FH0903'(0.15 MI) WEST OF A HIGH TENTION POWERLINE CROSSING THE HIGHWAY, AND
 FH0903'6.94 METERS (22.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES.
 FH0903'THE MARK IS 1.55 M ABOVE GROUND.
 FH0903
 FH0903                          STATION RECOVERY (1988)
 FH0903
 FH0903'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0903'RECOVERED IN GOOD CONDITION.
 FH0903
 FH0903                          STATION RECOVERY (1989)
 FH0903
 FH0903'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0903'RECOVERED IN GOOD CONDITION.
 FH0903
 FH0903                          STATION RECOVERY (1990)
 FH0903
 FH0903'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0903'RECOVERED IN GOOD CONDITION.
 FH0903
 FH0903                          STATION RECOVERY (2002)
 FH0903
 FH0903'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0190 ***********************************************************************
 FK0190  DESIGNATION -  V 2
 FK0190  PID         -  FK0190
 FK0190  STATE/COUNTY-  OK/CUSTER
 FK0190  COUNTRY     -  US
 FK0190  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0190
 FK0190                         *CURRENT SURVEY CONTROL
 FK0190  ______________________________________________________________________
 FK0190* NAD 83(1986) POSITION- 35 32 38.     (N) 098 47 04.     (W)   SCALED
 FK0190* NAVD 88 ORTHO HEIGHT -   548.642 (meters)     1800.00  (feet) ADJUSTED
 FK0190  ______________________________________________________________________
 FK0190  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 FK0190  DYNAMIC HEIGHT  -        548.096 (meters)     1798.21  (feet) COMP
 FK0190  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 FK0190
 FK0190  VERT ORDER      -  FIRST     CLASS II
 FK0190
 FK0190.The horizontal coordinates were scaled from a map and have
 FK0190.an estimated accuracy of +/- 6 seconds.
 FK0190
 FK0190.The orthometric height was determined by differential leveling and
 FK0190.adjusted by the NATIONAL GEODETIC SURVEY
 FK0190.in June 1991.
 FK0190
 FK0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0190.GEOID18 height accuracy estimate available here.
 FK0190
 FK0190.Click photographs - Photos may exist for this station.
 FK0190
 FK0190.The dynamic height is computed by dividing the NAVD 88
 FK0190.geopotential number by the normal gravity value computed on the
 FK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0190.degrees latitude (g = 980.6199 gals.).
 FK0190
 FK0190.The modeled gravity was interpolated from observed gravity values.
 FK0190
 FK0190;                    North         East    Units  Estimated Accuracy
 FK0190;SPC OK N     -    60,630.      528,870.      MT  (+/- 180 meters Scaled)
 FK0190
 FK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE195333(NAD 83)
 FK0190
 FK0190                          SUPERSEDED SURVEY CONTROL
 FK0190
 FK0190  NGVD 29 (??/??/92)  548.433  (m)         1799.32   (f) ADJ UNCH    1 2
 FK0190
 FK0190.Superseded values are not recommended for survey control.
 FK0190
 FK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0190.See file dsdata.pdf to determine how the superseded data were derived.
 FK0190
 FK0190_MARKER: P = PIPE CAP
 FK0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0190_STAMPING: 1799.288
 FK0190_MARK LOGO: CGS
 FK0190_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0190
 FK0190  HISTORY     - Date     Condition        Report By
 FK0190  HISTORY     - 1909     MONUMENTED       CGS
 FK0190  HISTORY     - 1955     GOOD             CGS
 FK0190
 FK0190                          STATION DESCRIPTION
 FK0190
 FK0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0190'4.8 MI W FROM WEATHERFORD.
 FK0190'4.85 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0190'RAILROAD FROM THE STATION AT WEATHERFORD, 22 POLES WEST OF
 FK0190'MILEPOST 567, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.5
 FK0190'FEET EAST OF A FENCE CORNER, 2.9 FEET SOUTHEAST OF A WITNESS
 FK0190'POST, 7 FEET ABOVE THE TOP OF THE RAILS, SCREWED ON THE TOP OF A
 FK0190'3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0927 ***********************************************************************
 FH0927  DESIGNATION -  V 200
 FH0927  PID         -  FH0927
 FH0927  STATE/COUNTY-  OK/SEQUOYAH
 FH0927  COUNTRY     -  US
 FH0927  USGS QUAD   -  FORT SMITH (2017)
 FH0927
 FH0927                         *CURRENT SURVEY CONTROL
 FH0927  ______________________________________________________________________
 FH0927* NAD 83(1986) POSITION- 35 23 42.90   (N) 094 26 14.40   (W)   HD_HELD1
 FH0927* NAVD 88 ORTHO HEIGHT -   131.106 (meters)      430.14  (feet) ADJUSTED
 FH0927  ______________________________________________________________________
 FH0927  GEOID HEIGHT    -        -30.096 (meters)                     GEOID18
 FH0927  DYNAMIC HEIGHT  -        130.983 (meters)      429.73  (feet) COMP
 FH0927  MODELED GRAVITY -    979,694.4   (mgal)                       NAVD 88
 FH0927
 FH0927  VERT ORDER      -  FIRST     CLASS II
 FH0927
 FH0927.The horizontal coordinates were determined by differentially corrected
 FH0927.hand held GPS observations or other comparable positioning techniques
 FH0927.and have an estimated accuracy of +/- 3 meters.
 FH0927
 FH0927.The orthometric height was determined by differential leveling and
 FH0927.adjusted by the NATIONAL GEODETIC SURVEY
 FH0927.in June 1991.
 FH0927
 FH0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0927.GEOID18 height accuracy estimate available here.
 FH0927
 FH0927.Click photographs - Photos may exist for this station.
 FH0927
 FH0927.The dynamic height is computed by dividing the NAVD 88
 FH0927.geopotential number by the normal gravity value computed on the
 FH0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0927.degrees latitude (g = 980.6199 gals.).
 FH0927
 FH0927.The modeled gravity was interpolated from observed gravity values.
 FH0927
 FH0927;                    North         East    Units  Estimated Accuracy
 FH0927;SPC OK N     -    49,792.6     923,596.6     MT  (+/- 3 meters HH1 GPS) 
 FH0927
 FH0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6947017824(NAD 83)
 FH0927
 FH0927                          SUPERSEDED SURVEY CONTROL
 FH0927
 FH0927.No superseded survey control is available for this station.
 FH0927
 FH0927_MARKER: DV = VERTICAL CONTROL DISK
 FH0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0927_SP_SET: BRIDGE CURB
 FH0927_STAMPING: V 200 1984
 FH0927_MARK LOGO: NGS
 FH0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0927+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2007
 FH0927
 FH0927  HISTORY     - Date     Condition        Report By
 FH0927  HISTORY     - 1984     MONUMENTED       NGS
 FH0927  HISTORY     - 1988     GOOD             USPSQD
 FH0927  HISTORY     - 1989     GOOD             USPSQD
 FH0927  HISTORY     - 1990     GOOD             USPSQD
 FH0927  HISTORY     - 20020815 GOOD             OKDOT
 FH0927  HISTORY     - 20070427 GOOD             PB
 FH0927
 FH0927                          STATION DESCRIPTION
 FH0927
 FH0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0927'0.5 KM (0.3 MI) NW FROM FORT SMITH AR.
 FH0927'0.5 KM (0.3 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE CENTER OF THE
 FH0927'BRIDGE OVER THE ARKANSAS RIVER, SET IN TOP OF THE BRIDGE (WALKWAY) AT
 FH0927'THE NORTHWEST END OF THE BRIDGE OF THE SOUTHEAST BOUND LANES,
 FH0927'5.30 METERS (17.4 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 FH0927'BOUND LANES, 4.57 METERS (15.0 FT) SOUTHEAST OF THE NORTHWEST END OF
 FH0927'THE CONCRETE BRIDGE RAILING WHICH PROJECTS 0.7 METER (2.3 FT),
 FH0927'0.85 METERS (2.8 FT) SOUTHEAST OF A METAL POLE WITH A STREET LIGHT
 FH0927'ATTACHED, AND 0.18 METERS (0.6 FT) SOUTHWEST OF THE SOUTHWEST DEGE OF
 FH0927'THE CONCRETE RAILING.
 FH0927'THE MARK IS ABOVE LEVEL WITH SOUTHEAST BOUND LANES.
 FH0927
 FH0927                          STATION RECOVERY (1988)
 FH0927
 FH0927'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0927'RECOVERED IN GOOD CONDITION.
 FH0927
 FH0927                          STATION RECOVERY (1989)
 FH0927
 FH0927'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0927'RECOVERED IN GOOD CONDITION.
 FH0927
 FH0927                          STATION RECOVERY (1990)
 FH0927
 FH0927'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0927'RECOVERED IN GOOD CONDITION.
 FH0927
 FH0927                          STATION RECOVERY (2002)
 FH0927
 FH0927'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0927'RECOVERED IN GOOD CONDITION.
 FH0927
 FH0927                          STATION RECOVERY (2007)
 FH0927
 FH0927'RECOVERY NOTE BY PBS&J 2007
 FH0927'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1328 ***********************************************************************
 GL1328  DESIGNATION -  V 202
 GL1328  PID         -  GL1328
 GL1328  STATE/COUNTY-  OK/CIMARRON
 GL1328  COUNTRY     -  US
 GL1328  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1328
 GL1328                         *CURRENT SURVEY CONTROL
 GL1328  ______________________________________________________________________
 GL1328* NAD 83(1986) POSITION- 36 54 01.     (N) 102 31 06.     (W)   SCALED
 GL1328* NAVD 88 ORTHO HEIGHT -  1199.659 (meters)     3935.88  (feet) ADJUSTED
 GL1328  ______________________________________________________________________
 GL1328  GEOID HEIGHT    -        -23.726 (meters)                     GEOID18
 GL1328  DYNAMIC HEIGHT  -       1198.369 (meters)     3931.65  (feet) COMP
 GL1328  MODELED GRAVITY -    979,515.2   (mgal)                       NAVD 88
 GL1328
 GL1328  VERT ORDER      -  FIRST     CLASS II
 GL1328
 GL1328.The horizontal coordinates were scaled from a map and have
 GL1328.an estimated accuracy of +/- 6 seconds.
 GL1328
 GL1328.The orthometric height was determined by differential leveling and
 GL1328.adjusted by the NATIONAL GEODETIC SURVEY
 GL1328.in June 1991.
 GL1328
 GL1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1328.GEOID18 height accuracy estimate available here.
 GL1328
 GL1328.Click photographs - Photos may exist for this station.
 GL1328
 GL1328.The dynamic height is computed by dividing the NAVD 88
 GL1328.geopotential number by the normal gravity value computed on the
 GL1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1328.degrees latitude (g = 980.6199 gals.).
 GL1328
 GL1328.The modeled gravity was interpolated from observed gravity values.
 GL1328
 GL1328;                    North         East    Units  Estimated Accuracy
 GL1328;SPC OK N     -   220,220.      197,430.      MT  (+/- 180 meters Scaled)
 GL1328
 GL1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA211866(NAD 83)
 GL1328
 GL1328                          SUPERSEDED SURVEY CONTROL
 GL1328
 GL1328.No superseded survey control is available for this station.
 GL1328
 GL1328_MARKER: I = METAL ROD
 GL1328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1328_STAMPING: V 202 1985
 GL1328_MARK LOGO: NGS
 GL1328_PROJECTION: FLUSH
 GL1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1328_ROD/PIPE-DEPTH: 3.4 meters
 GL1328
 GL1328  HISTORY     - Date     Condition        Report By
 GL1328  HISTORY     - 1985     MONUMENTED       NGS
 GL1328  HISTORY     - 20040706 GOOD             OKDOT
 GL1328
 GL1328                          STATION DESCRIPTION
 GL1328
 GL1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1328'19.1 KM (11.85 MI) NORT FROM BOISE CITY.
 GL1328'19.1 KM (11.85 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1328'COURTHOUSE IN BOISE CITY, 28.0 M (91.9 FT) EAST OF THE NEAR RAIL OF
 GL1328'THE SANTA FE RAILROAD, 16.4 M (53.8 FT) NORTH OF THE CENTER OF A DIRT
 GL1328'ROAD LEADING WEST TO STRONG RANCH, 13.5 M (44.3 FT) WEST OF THE
 GL1328'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT)
 GL1328'NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GL1328'5-INCH LOGO CAP.
 GL1328'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GL1328'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GL1328
 GL1328                          STATION RECOVERY (2004)
 GL1328
 GL1328'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL1328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1131 ***********************************************************************
 DM1131  DESIGNATION -  V 203
 DM1131  PID         -  DM1131
 DM1131  STATE/COUNTY-  OK/MCCURTAIN
 DM1131  COUNTRY     -  US
 DM1131  USGS QUAD   -  IDABEL (2019)
 DM1131
 DM1131                         *CURRENT SURVEY CONTROL
 DM1131  ______________________________________________________________________
 DM1131* NAD 83(1986) POSITION- 33 55 03.     (N) 094 50 37.     (W)   SCALED
 DM1131* NAVD 88 ORTHO HEIGHT -   151.317 (meters)      496.45  (feet) ADJUSTED
 DM1131  ______________________________________________________________________
 DM1131  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 DM1131  DYNAMIC HEIGHT  -        151.165 (meters)      495.95  (feet) COMP
 DM1131  MODELED GRAVITY -    979,623.0   (mgal)                       NAVD 88
 DM1131
 DM1131  VERT ORDER      -  FIRST     CLASS II
 DM1131
 DM1131.The horizontal coordinates were scaled from a map and have
 DM1131.an estimated accuracy of +/- 6 seconds.
 DM1131
 DM1131.The orthometric height was determined by differential leveling and
 DM1131.adjusted by the NATIONAL GEODETIC SURVEY
 DM1131.in June 1991.
 DM1131
 DM1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1131.GEOID18 height accuracy estimate available here.
 DM1131
 DM1131.Click photographs - Photos may exist for this station.
 DM1131
 DM1131.The dynamic height is computed by dividing the NAVD 88
 DM1131.geopotential number by the normal gravity value computed on the
 DM1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1131.degrees latitude (g = 980.6199 gals.).
 DM1131
 DM1131.The modeled gravity was interpolated from observed gravity values.
 DM1131
 DM1131;                    North         East    Units  Estimated Accuracy
 DM1131;SPC OK S     -    69,360.      891,840.      MT  (+/- 180 meters Scaled)
 DM1131
 DM1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT295545(NAD 83)
 DM1131
 DM1131                          SUPERSEDED SURVEY CONTROL
 DM1131
 DM1131.No superseded survey control is available for this station.
 DM1131
 DM1131_MARKER: I = METAL ROD
 DM1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1131_STAMPING: V 203 1986
 DM1131_MARK LOGO: NGS
 DM1131_PROJECTION: FLUSH
 DM1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1131_ROD/PIPE-DEPTH: 3.4 meters
 DM1131
 DM1131  HISTORY     - Date     Condition        Report By
 DM1131  HISTORY     - 1986     MONUMENTED       NGS
 DM1131
 DM1131                          STATION DESCRIPTION
 DM1131
 DM1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1131'3.1 KM (1.9 MI) WEST FROM IDABEL.
 DM1131'3.1 KM (1.95 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1131'U.S. HIGHWAY 259 IN IDABEL, 38.1 M (125.0 FT) SOUTHWEST OF THE
 DM1131'CENTERLINE OF THE HIGHWAY, 20.0 M (65.6 FT) NORTHWEST OF THE
 DM1131'CENTERLINE OF U.S. HIGHWAY 70 BYPASS, AND 8.4 M (27.6 FT) NORTHEAST OF
 DM1131'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.  NOTE--ACCESS TO
 DM1131'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1131'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 DM1131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0829 ***********************************************************************
 FJ0829  DESIGNATION -  V 204
 FJ0829  PID         -  FJ0829
 FJ0829  STATE/COUNTY-  OK/KINGFISHER
 FJ0829  COUNTRY     -  US
 FJ0829  USGS QUAD   -  DOVER (2018)
 FJ0829
 FJ0829                         *CURRENT SURVEY CONTROL
 FJ0829  ______________________________________________________________________
 FJ0829* NAD 83(1986) POSITION- 35 56 36.64   (N) 097 54 52.91   (W)   HD_HELD1
 FJ0829* NAVD 88 ORTHO HEIGHT -   316.879 (meters)     1039.63  (feet) ADJUSTED
 FJ0829  ______________________________________________________________________
 FJ0829  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 FJ0829  DYNAMIC HEIGHT  -        316.592 (meters)     1038.69  (feet) COMP
 FJ0829  MODELED GRAVITY -    979,720.7   (mgal)                       NAVD 88
 FJ0829
 FJ0829  VERT ORDER      -  FIRST     CLASS II
 FJ0829
 FJ0829.The horizontal coordinates were determined by differentially corrected
 FJ0829.hand held GPS observations or other comparable positioning techniques
 FJ0829.and have an estimated accuracy of +/- 3 meters.
 FJ0829
 FJ0829.The orthometric height was determined by differential leveling and
 FJ0829.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0829.in June 1991.
 FJ0829
 FJ0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0829.GEOID18 height accuracy estimate available here.
 FJ0829
 FJ0829.Click photographs - Photos may exist for this station.
 FJ0829
 FJ0829.The dynamic height is computed by dividing the NAVD 88
 FJ0829.geopotential number by the normal gravity value computed on the
 FJ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0829.degrees latitude (g = 980.6199 gals.).
 FJ0829
 FJ0829.The modeled gravity was interpolated from observed gravity values.
 FJ0829
 FJ0829;                    North         East    Units  Estimated Accuracy
 FJ0829;SPC OK N     -   104,688.3     607,696.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0829
 FJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9788778227(NAD 83)
 FJ0829
 FJ0829                          SUPERSEDED SURVEY CONTROL
 FJ0829
 FJ0829  NGVD 29 (04/22/92)  316.717  (m)         1039.10   (f) ADJUSTED    1 2
 FJ0829
 FJ0829.Superseded values are not recommended for survey control.
 FJ0829
 FJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0829.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0829
 FJ0829_MARKER: I = METAL ROD
 FJ0829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0829_STAMPING: V 204 1985
 FJ0829_MARK LOGO: NGS
 FJ0829_PROJECTION: FLUSH
 FJ0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0829_ROD/PIPE-DEPTH: 5.2 meters
 FJ0829
 FJ0829  HISTORY     - Date     Condition        Report By
 FJ0829  HISTORY     - 1985     MONUMENTED       NGS
 FJ0829  HISTORY     - 1989     GOOD             USPSQD
 FJ0829
 FJ0829                          STATION DESCRIPTION
 FJ0829
 FJ0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0829'4.3 KM (2.7 MI) SOUTH FROM DOVER.
 FJ0829'4.26 KM (2.65 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0829'DOVER, IN THE CENTER OF A DOUBLE WOOD POST BRACE IN THE RIGHT OF WAY
 FJ0829'FENCE, 0.84 KM (0.52 MI) SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE
 FJ0829'CIMARRON RIVER, 26.2 METERS (86 FT) EAST OF THE NORTH BOUND LANES,
 FJ0829'22.9 METERS (75 FT) NORTH OF A POWER POLE WITH TWO GUY WIRES AND
 FJ0829'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 FJ0829'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0829'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FJ0829'THE MARK IS 1.0 M BELOW THE NORTH BOUND LANES.
 FJ0829
 FJ0829                          STATION RECOVERY (1989)
 FJ0829
 FJ0829'RECOVERY NOTE BY US POWER SQUADRON 1989 (AC)
 FJ0829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0576 ***********************************************************************
 GH0576  DESIGNATION -  V 205
 GH0576  PID         -  GH0576
 GH0576  STATE/COUNTY-  OK/GRANT
 GH0576  COUNTRY     -  US
 GH0576  USGS QUAD   -  POND CREEK (2018)
 GH0576
 GH0576                         *CURRENT SURVEY CONTROL
 GH0576  ______________________________________________________________________
 GH0576* NAD 83(1986) POSITION- 36 39 57.     (N) 097 49 17.     (W)   SCALED
 GH0576* NAVD 88 ORTHO HEIGHT -   321.410 (meters)     1054.49  (feet) ADJUSTED
 GH0576  ______________________________________________________________________
 GH0576  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 GH0576  DYNAMIC HEIGHT  -        321.138 (meters)     1053.60  (feet) COMP
 GH0576  MODELED GRAVITY -    979,778.0   (mgal)                       NAVD 88
 GH0576
 GH0576  VERT ORDER      -  FIRST     CLASS II
 GH0576
 GH0576.The horizontal coordinates were scaled from a map and have
 GH0576.an estimated accuracy of +/- 6 seconds.
 GH0576
 GH0576.The orthometric height was determined by differential leveling and
 GH0576.adjusted by the NATIONAL GEODETIC SURVEY
 GH0576.in June 1991.
 GH0576
 GH0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0576.GEOID18 height accuracy estimate available here.
 GH0576
 GH0576.Click photographs - Photos may exist for this station.
 GH0576
 GH0576.The dynamic height is computed by dividing the NAVD 88
 GH0576.geopotential number by the normal gravity value computed on the
 GH0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0576.degrees latitude (g = 980.6199 gals.).
 GH0576
 GH0576.The modeled gravity was interpolated from observed gravity values.
 GH0576
 GH0576;                    North         East    Units  Estimated Accuracy
 GH0576;SPC OK N     -   184,850.      615,970.      MT  (+/- 180 meters Scaled)
 GH0576
 GH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF053584(NAD 83)
 GH0576
 GH0576                          SUPERSEDED SURVEY CONTROL
 GH0576
 GH0576  NGVD 29 (04/22/92)  321.258  (m)         1053.99   (f) ADJUSTED    1 2
 GH0576
 GH0576.Superseded values are not recommended for survey control.
 GH0576
 GH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0576.See file dsdata.pdf to determine how the superseded data were derived.
 GH0576
 GH0576_MARKER: I = METAL ROD
 GH0576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0576_STAMPING: V 205 1985
 GH0576_MARK LOGO: NGS
 GH0576_PROJECTION: FLUSH
 GH0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0576_ROD/PIPE-DEPTH: 4.6 meters
 GH0576
 GH0576  HISTORY     - Date     Condition        Report By
 GH0576  HISTORY     - 1985     MONUMENTED       NGS
 GH0576  HISTORY     - 20090202 MARK NOT FOUND   OKDOT
 GH0576
 GH0576                          STATION DESCRIPTION
 GH0576
 GH0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0576'2.3 KM (1.4 MI) WEST FROM PONDCREEK.
 GH0576'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0576'PONDCREEK, THENCE 1.9 KM (1.15 MI) SOUTH AND WEST ALONG US HIGHWAYS 81
 GH0576'AND 60, AT A CROSS ROADS, 14.4 METERS (47.4 FT) SOUTH OF THE HIGHWAY
 GH0576'CENTERLINE, 10.4 METERS (34 FT) EAST OF THE CENTER OF THE ROAD AND 1.2
 GH0576'METERS (4 FT) NORTH-NORTHEAST OF A UTILITY SUPPORT POLE.  NOTE--ACCESS
 GH0576'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0576'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GH0576'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 GH0576
 GH0576                          STATION RECOVERY (2009)
 GH0576
 GH0576'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (RDS)
 GH0576'I BELIEVE MONUMENT HAS BEEN DESTROYED
 GH0576'DUE TO HIGHWAY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0624 ***********************************************************************
 GH0624  DESIGNATION -  V 206
 GH0624  PID         -  GH0624
 GH0624  STATE/COUNTY-  OK/GRANT
 GH0624  COUNTRY     -  US
 GH0624  USGS QUAD   -  WAKITA (2018)
 GH0624
 GH0624                         *CURRENT SURVEY CONTROL
 GH0624  ______________________________________________________________________
 GH0624* NAD 83(1986) POSITION- 36 52 59.     (N) 097 58 33.     (W)   SCALED
 GH0624* NAVD 88 ORTHO HEIGHT -   345.569 (meters)     1133.75  (feet) ADJUSTED
 GH0624  ______________________________________________________________________
 GH0624  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 GH0624  DYNAMIC HEIGHT  -        345.284 (meters)     1132.82  (feet) COMP
 GH0624  MODELED GRAVITY -    979,794.4   (mgal)                       NAVD 88
 GH0624
 GH0624  VERT ORDER      -  FIRST     CLASS II
 GH0624
 GH0624.The horizontal coordinates were scaled from a map and have
 GH0624.an estimated accuracy of +/- 6 seconds.
 GH0624
 GH0624.The orthometric height was determined by differential leveling and
 GH0624.adjusted by the NATIONAL GEODETIC SURVEY
 GH0624.in June 1991.
 GH0624
 GH0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0624.GEOID18 height accuracy estimate available here.
 GH0624
 GH0624.Click photographs - Photos may exist for this station.
 GH0624
 GH0624.The dynamic height is computed by dividing the NAVD 88
 GH0624.geopotential number by the normal gravity value computed on the
 GH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0624.degrees latitude (g = 980.6199 gals.).
 GH0624
 GH0624.The modeled gravity was interpolated from observed gravity values.
 GH0624
 GH0624;                    North         East    Units  Estimated Accuracy
 GH0624;SPC OK N     -   208,940.      602,150.      MT  (+/- 180 meters Scaled)
 GH0624
 GH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF912823(NAD 83)
 GH0624
 GH0624                          SUPERSEDED SURVEY CONTROL
 GH0624
 GH0624.No superseded survey control is available for this station.
 GH0624
 GH0624_MARKER: I = METAL ROD
 GH0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0624_STAMPING: V 206 1985
 GH0624_MARK LOGO: NGS
 GH0624_PROJECTION: FLUSH
 GH0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0624_ROD/PIPE-DEPTH: 8.5 meters
 GH0624
 GH0624  HISTORY     - Date     Condition        Report By
 GH0624  HISTORY     - 1985     MONUMENTED       NGS
 GH0624
 GH0624                          STATION DESCRIPTION
 GH0624
 GH0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0624'4.9 KM (3.05 MI) WEST FROM WAKITA.
 GH0624'4.87 KM (3.03 MI) WEST ALONG A PAVED ROAD (MAIN STREET) FROM THE POST
 GH0624'OFFICE IN WAKITA, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A
 GH0624'GRAVEL DRIVE LEADING SOUTH TO A TWO STORY RANCH HOUSE, 12.5 METERS (41
 GH0624'FT) SOUTH OF THE CENTER OF THE ROAD, 12.8 METERS (42 FT) WEST OF THE
 GH0624'CENTER OF THE DRIVE, 87.8 METERS (288 FT) EAST-SOUTHEAST OF THE
 GH0624'SOUTHEAST CORNER OF THE BRIDGE OVER CROOKED CREEK, 63.1 METERS (207
 GH0624'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 0.6 METER (2
 GH0624'FT) NORTHEAST OF THE NORTHEAST CORNER OF A WOOD POLE FENCE.
 GH0624'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0624'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 GH0624'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0426 ***********************************************************************
 GJ0426  DESIGNATION -  V 207
 GJ0426  PID         -  GJ0426
 GJ0426  STATE/COUNTY-  OK/GRANT
 GJ0426  COUNTRY     -  US
 GJ0426  USGS QUAD   -  MANCHESTER (2018)
 GJ0426
 GJ0426                         *CURRENT SURVEY CONTROL
 GJ0426  ______________________________________________________________________
 GJ0426* NAD 83(1986) POSITION- 36 59 47.     (N) 098 02 05.     (W)   SCALED
 GJ0426* NAVD 88 ORTHO HEIGHT -   394.958 (meters)     1295.79  (feet) ADJUSTED
 GJ0426  ______________________________________________________________________
 GJ0426  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 GJ0426  DYNAMIC HEIGHT  -        394.627 (meters)     1294.71  (feet) COMP
 GJ0426  MODELED GRAVITY -    979,781.4   (mgal)                       NAVD 88
 GJ0426
 GJ0426  VERT ORDER      -  FIRST     CLASS II
 GJ0426
 GJ0426.The horizontal coordinates were scaled from a map and have
 GJ0426.an estimated accuracy of +/- 6 seconds.
 GJ0426
 GJ0426.The orthometric height was determined by differential leveling and
 GJ0426.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0426.in June 1991.
 GJ0426
 GJ0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0426.GEOID18 height accuracy estimate available here.
 GJ0426
 GJ0426.Click photographs - Photos may exist for this station.
 GJ0426
 GJ0426.The dynamic height is computed by dividing the NAVD 88
 GJ0426.geopotential number by the normal gravity value computed on the
 GJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0426.degrees latitude (g = 980.6199 gals.).
 GJ0426
 GJ0426.The modeled gravity was interpolated from observed gravity values.
 GJ0426
 GJ0426;                    North         East    Units  Estimated Accuracy
 GJ0426;SPC OK N     -   221,520.      596,910.      MT  (+/- 180 meters Scaled)
 GJ0426
 GJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF858949(NAD 83)
 GJ0426
 GJ0426                          SUPERSEDED SURVEY CONTROL
 GJ0426
 GJ0426.No superseded survey control is available for this station.
 GJ0426
 GJ0426_MARKER: DV = VERTICAL CONTROL DISK
 GJ0426_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 GJ0426_SP_SET: GRAIN ELEVATOR
 GJ0426_STAMPING: V 207 1985
 GJ0426_MARK LOGO: NGS
 GJ0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GJ0426+STABILITY: POSITION/ELEVATION WELL
 GJ0426
 GJ0426  HISTORY     - Date     Condition        Report By
 GJ0426  HISTORY     - 1985     MONUMENTED       NGS
 GJ0426
 GJ0426                          STATION DESCRIPTION
 GJ0426
 GJ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0426'IN MANCHESTER.
 GJ0426'IN MANCHESTER, VERTICALLY, IN THE WEST FACE OF THE NORTHWEST END OF
 GJ0426'THE NORTHERN MOST 5-STORY STATE LINE GRAIN ELEVATORS, 14.6 METERS (48
 GJ0426'FT) WEST OF THE CENTER OF A GRAVEL ROAD, 9.4 METERS (31 FT) NORTH OF
 GJ0426'THE NORTH FACE OF THE NORTH DOOR EXTENDED FROM THE WEST SIDE OF THE
 GJ0426'ELEVATOR AND 1.0 METER ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0774 ***********************************************************************
 EK0774  DESIGNATION -  V 208
 EK0774  PID         -  EK0774
 EK0774  STATE/COUNTY-  OK/CHOCTAW
 EK0774  COUNTRY     -  US
 EK0774  USGS QUAD   -  FORT TOWSON (2019)
 EK0774
 EK0774                         *CURRENT SURVEY CONTROL
 EK0774  ______________________________________________________________________
 EK0774* NAD 83(1986) POSITION- 34 01 11.     (N) 095 16 13.     (W)   SCALED
 EK0774* NAVD 88 ORTHO HEIGHT -   141.188 (meters)      463.21  (feet) ADJUSTED
 EK0774  ______________________________________________________________________
 EK0774  GEOID HEIGHT    -        -29.040 (meters)                     GEOID18
 EK0774  DYNAMIC HEIGHT  -        141.038 (meters)      462.72  (feet) COMP
 EK0774  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 EK0774
 EK0774  VERT ORDER      -  FIRST     CLASS II
 EK0774
 EK0774.The horizontal coordinates were scaled from a map and have
 EK0774.an estimated accuracy of +/- 6 seconds.
 EK0774
 EK0774.The orthometric height was determined by differential leveling and
 EK0774.adjusted by the NATIONAL GEODETIC SURVEY
 EK0774.in June 1991.
 EK0774
 EK0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0774.GEOID18 height accuracy estimate available here.
 EK0774
 EK0774.Click photographs - Photos may exist for this station.
 EK0774
 EK0774.The dynamic height is computed by dividing the NAVD 88
 EK0774.geopotential number by the normal gravity value computed on the
 EK0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0774.degrees latitude (g = 980.6199 gals.).
 EK0774
 EK0774.The modeled gravity was interpolated from observed gravity values.
 EK0774
 EK0774;                    North         East    Units  Estimated Accuracy
 EK0774;SPC OK S     -    79,550.      852,090.      MT  (+/- 180 meters Scaled)
 EK0774
 EK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT903666(NAD 83)
 EK0774
 EK0774                          SUPERSEDED SURVEY CONTROL
 EK0774
 EK0774.No superseded survey control is available for this station.
 EK0774
 EK0774_MARKER: DV = VERTICAL CONTROL DISK
 EK0774_SETTING: 66 = SET IN ROCK OUTCROP
 EK0774_STAMPING: V 208 1986
 EK0774_MARK LOGO: NGS
 EK0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0774+STABILITY: POSITION/ELEVATION WELL
 EK0774
 EK0774  HISTORY     - Date     Condition        Report By
 EK0774  HISTORY     - 1986     MONUMENTED       NGS
 EK0774
 EK0774                          STATION DESCRIPTION
 EK0774
 EK0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0774'IN FORT TOWSON.
 EK0774'IN FORT TOWSON, AT THE JUNCTION OF U.S. HIGHWAY 70 AND WEST THIRD
 EK0774'STREET, 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.0 M
 EK0774'(29.5 FT) WEST OF THE CENTER OF THE STREET, AND 2.8 M (9.2 FT) WEST OF
 EK0774'A UTILITY POLE.  NOTE--THE DISK IS SET IN BEDROCK 1.3 FT BELOW THE
 EK0774'GROUND SURFACE.  ACCESS IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0774'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0805 ***********************************************************************
 EK0805  DESIGNATION -  V 209
 EK0805  PID         -  EK0805
 EK0805  STATE/COUNTY-  OK/CHOCTAW
 EK0805  COUNTRY     -  US
 EK0805  USGS QUAD   -  BOSWELL SW (2018)
 EK0805
 EK0805                         *CURRENT SURVEY CONTROL
 EK0805  ______________________________________________________________________
 EK0805* NAD 83(1986) POSITION- 34 01 33.     (N) 095 54 11.     (W)   SCALED
 EK0805* NAVD 88 ORTHO HEIGHT -   184.983 (meters)      606.90  (feet) ADJUSTED
 EK0805  ______________________________________________________________________
 EK0805  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 EK0805  DYNAMIC HEIGHT  -        184.789 (meters)      606.26  (feet) COMP
 EK0805  MODELED GRAVITY -    979,582.7   (mgal)                       NAVD 88
 EK0805
 EK0805  VERT ORDER      -  FIRST     CLASS II
 EK0805
 EK0805.The horizontal coordinates were scaled from a map and have
 EK0805.an estimated accuracy of +/- 6 seconds.
 EK0805
 EK0805.The orthometric height was determined by differential leveling and
 EK0805.adjusted by the NATIONAL GEODETIC SURVEY
 EK0805.in June 1991.
 EK0805
 EK0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0805.GEOID18 height accuracy estimate available here.
 EK0805
 EK0805.Click photographs - Photos may exist for this station.
 EK0805
 EK0805.The dynamic height is computed by dividing the NAVD 88
 EK0805.geopotential number by the normal gravity value computed on the
 EK0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0805.degrees latitude (g = 980.6199 gals.).
 EK0805
 EK0805.The modeled gravity was interpolated from observed gravity values.
 EK0805
 EK0805;                    North         East    Units  Estimated Accuracy
 EK0805;SPC OK S     -    78,830.      793,650.      MT  (+/- 180 meters Scaled)
 EK0805
 EK0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT319688(NAD 83)
 EK0805
 EK0805                          SUPERSEDED SURVEY CONTROL
 EK0805
 EK0805.No superseded survey control is available for this station.
 EK0805
 EK0805_MARKER: I = METAL ROD
 EK0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0805_STAMPING: V 209 1986
 EK0805_MARK LOGO: NGS
 EK0805_PROJECTION: FLUSH
 EK0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0805_ROD/PIPE-DEPTH: 3.7 meters
 EK0805
 EK0805  HISTORY     - Date     Condition        Report By
 EK0805  HISTORY     - 1986     MONUMENTED       NGS
 EK0805
 EK0805                          STATION DESCRIPTION
 EK0805
 EK0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0805'38.2 KM (23.75 MI) WEST FROM HUGO.
 EK0805'38.2 KM (23.75 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0805'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 21.8 M (71.5 FT) SOUTH
 EK0805'OF THE CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) EAST OF THE CENTER
 EK0805'OF A GRAVELED ROAD LEADING SOUTH, 3.3 M (10.8 FT) EAST-SOUTHEAST OF
 EK0805'UTILITY PEDESTAL NUMBER 900 1128, AND 1.7 M (5.6 FT) EAST OF A FENCE
 EK0805'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0805'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EK0805'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0658 ***********************************************************************
 EL0658  DESIGNATION -  V 210
 EL0658  PID         -  EL0658
 EL0658  STATE/COUNTY-  OK/STEPHENS
 EL0658  COUNTRY     -  US
 EL0658  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0658
 EL0658                         *CURRENT SURVEY CONTROL
 EL0658  ______________________________________________________________________
 EL0658* NAD 83(1986) POSITION- 34 23 25.     (N) 097 57 54.     (W)   SCALED
 EL0658* NAVD 88 ORTHO HEIGHT -   310.987 (meters)     1020.30  (feet) ADJUSTED
 EL0658  ______________________________________________________________________
 EL0658  GEOID HEIGHT    -        -25.479 (meters)                     GEOID18
 EL0658  DYNAMIC HEIGHT  -        310.674 (meters)     1019.27  (feet) COMP
 EL0658  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 EL0658
 EL0658  VERT ORDER      -  FIRST     CLASS II
 EL0658
 EL0658.The horizontal coordinates were scaled from a map and have
 EL0658.an estimated accuracy of +/- 6 seconds.
 EL0658
 EL0658.The orthometric height was determined by differential leveling and
 EL0658.adjusted by the NATIONAL GEODETIC SURVEY
 EL0658.in June 1991.
 EL0658
 EL0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0658.GEOID18 height accuracy estimate available here.
 EL0658
 EL0658.Click photographs - Photos may exist for this station.
 EL0658
 EL0658.The dynamic height is computed by dividing the NAVD 88
 EL0658.geopotential number by the normal gravity value computed on the
 EL0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0658.degrees latitude (g = 980.6199 gals.).
 EL0658
 EL0658.The modeled gravity was interpolated from observed gravity values.
 EL0658
 EL0658;                    North         East    Units  Estimated Accuracy
 EL0658;SPC OK S     -   117,240.      603,220.      MT  (+/- 180 meters Scaled)
 EL0658
 EL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND951059(NAD 83)
 EL0658
 EL0658                          SUPERSEDED SURVEY CONTROL
 EL0658
 EL0658.No superseded survey control is available for this station.
 EL0658
 EL0658_MARKER: I = METAL ROD
 EL0658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0658+WITH SETTING: INFORMATION.
 EL0658_STAMPING: V 210 1986
 EL0658_MARK LOGO: NGS
 EL0658_PROJECTION: FLUSH
 EL0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0658_ROD/PIPE-DEPTH: 1.7 meters
 EL0658
 EL0658  HISTORY     - Date     Condition        Report By
 EL0658  HISTORY     - 1986     MONUMENTED       NGS
 EL0658
 EL0658                          STATION DESCRIPTION
 EL0658
 EL0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0658'10.2 KM (6.35 MI) SOUTH FROM DUNCAN.
 EL0658'10.2 KM (6.35 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET)
 EL0658'FROM ITS JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, 58.5
 EL0658'M (191.9 FT) SOUTH OF THE CENTER OF PAUL ROAD, 35.7 M (117.1 FT) SOUTH
 EL0658'OFA 10-INCH IRON PIPE FENCE CORNER POST, 28.5 M (93.5 FT) NORTH OF A
 EL0658'UTILITY POLE, AND 13.5 M (44.3 FT) WEST OF THE CENTERLINE OF THE
 EL0658'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EL0658'CAP.
 EL0658'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0658'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0683 ***********************************************************************
 EL0683  DESIGNATION -  V 211
 EL0683  PID         -  EL0683
 EL0683  STATE/COUNTY-  OK/GRADY
 EL0683  COUNTRY     -  US
 EL0683  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0683
 EL0683                         *CURRENT SURVEY CONTROL
 EL0683  ______________________________________________________________________
 EL0683* NAD 83(1986) POSITION- 34 45 02.50   (N) 097 57 27.93   (W)   HD_HELD1
 EL0683* NAVD 88 ORTHO HEIGHT -   403.338 (meters)     1323.28  (feet) ADJUSTED
 EL0683  ______________________________________________________________________
 EL0683  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 EL0683  DYNAMIC HEIGHT  -        402.922 (meters)     1321.92  (feet) COMP
 EL0683  MODELED GRAVITY -    979,590.3   (mgal)                       NAVD 88
 EL0683
 EL0683  VERT ORDER      -  FIRST     CLASS II
 EL0683
 EL0683.The horizontal coordinates were determined by differentially corrected
 EL0683.hand held GPS observations or other comparable positioning techniques
 EL0683.and have an estimated accuracy of +/- 3 meters.
 EL0683
 EL0683.The orthometric height was determined by differential leveling and
 EL0683.adjusted by the NATIONAL GEODETIC SURVEY
 EL0683.in June 1991.
 EL0683
 EL0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0683.GEOID18 height accuracy estimate available here.
 EL0683
 EL0683.Click photographs - Photos may exist for this station.
 EL0683
 EL0683.The dynamic height is computed by dividing the NAVD 88
 EL0683.geopotential number by the normal gravity value computed on the
 EL0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0683.degrees latitude (g = 980.6199 gals.).
 EL0683
 EL0683.The modeled gravity was interpolated from observed gravity values.
 EL0683
 EL0683;                    North         East    Units  Estimated Accuracy
 EL0683;SPC OK S     -   157,219.9     603,867.6     MT  (+/- 3 meters HH1 GPS) 
 EL0683
 EL0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9539545891(NAD 83)
 EL0683
 EL0683                          SUPERSEDED SURVEY CONTROL
 EL0683
 EL0683.No superseded survey control is available for this station.
 EL0683
 EL0683_MARKER: F = FLANGE-ENCASED ROD
 EL0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0683_STAMPING: V 211 1986
 EL0683_MARK LOGO: NGS
 EL0683_PROJECTION: FLUSH
 EL0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0683+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2025
 EL0683_ROD/PIPE-DEPTH: 8.2 meters
 EL0683
 EL0683  HISTORY     - Date     Condition        Report By
 EL0683  HISTORY     - 1986     MONUMENTED       NGS
 EL0683  HISTORY     - 20250731 GOOD             WHE
 EL0683
 EL0683                          STATION DESCRIPTION
 EL0683
 EL0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0683'30.2 KM (18.75 MI) NORTH FROM DUNCAN.
 EL0683'30.2 KM (18.75 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0683'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, 0.4
 EL0683'KM (0.25 MI) SOUTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING
 EL0683'EAST, 35.4 M (116.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.1 M
 EL0683'(49.5 FT) EAST OF AN IRON PIPE FENCE CORNER POST, AND 8.9 M (29.2 FT)
 EL0683'NORTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST.  NOTE--ACCESS TO
 EL0683'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0683'THE MARK IS 0.1 METERS  N FROM  A WITNESS POST AND FENCE
 EL0683'THE MARK IS 0.9 M ABOVE THE ROAD.
 EL0683
 EL0683                          STATION RECOVERY (2025)
 EL0683
 EL0683'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0967 ***********************************************************************
 DN0967  DESIGNATION -  V 212
 DN0967  PID         -  DN0967
 DN0967  STATE/COUNTY-  OK/BRYAN
 DN0967  COUNTRY     -  US
 DN0967  USGS QUAD   -  DENISON DAM (2019)
 DN0967
 DN0967                         *CURRENT SURVEY CONTROL
 DN0967  ______________________________________________________________________
 DN0967* NAD 83(1986) POSITION- 33 51 53.     (N) 096 30 43.     (W)   SCALED
 DN0967* NAVD 88 ORTHO HEIGHT -   203.538 (meters)      667.77  (feet) ADJUSTED
 DN0967  ______________________________________________________________________
 DN0967  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 DN0967  DYNAMIC HEIGHT  -        203.323 (meters)      667.07  (feet) COMP
 DN0967  MODELED GRAVITY -    979,573.3   (mgal)                       NAVD 88
 DN0967
 DN0967  VERT ORDER      -  FIRST     CLASS II
 DN0967
 DN0967.The horizontal coordinates were scaled from a map and have
 DN0967.an estimated accuracy of +/- 6 seconds.
 DN0967
 DN0967.The orthometric height was determined by differential leveling and
 DN0967.adjusted by the NATIONAL GEODETIC SURVEY
 DN0967.in June 1991.
 DN0967
 DN0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0967.GEOID18 height accuracy estimate available here.
 DN0967
 DN0967.Click photographs - Photos may exist for this station.
 DN0967
 DN0967.The dynamic height is computed by dividing the NAVD 88
 DN0967.geopotential number by the normal gravity value computed on the
 DN0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0967.degrees latitude (g = 980.6199 gals.).
 DN0967
 DN0967.The modeled gravity was interpolated from observed gravity values.
 DN0967
 DN0967;                    North         East    Units  Estimated Accuracy
 DN0967;SPC OK S     -    59,960.      737,690.      MT  (+/- 180 meters Scaled)
 DN0967
 DN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC301499(NAD 83)
 DN0967
 DN0967                          SUPERSEDED SURVEY CONTROL
 DN0967
 DN0967.No superseded survey control is available for this station.
 DN0967
 DN0967_MARKER: I = METAL ROD
 DN0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0967_STAMPING: V 212 1986
 DN0967_MARK LOGO: NGS
 DN0967_PROJECTION: FLUSH
 DN0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0967_ROD/PIPE-DEPTH: 13.4 meters
 DN0967
 DN0967  HISTORY     - Date     Condition        Report By
 DN0967  HISTORY     - 1986     MONUMENTED       NGS
 DN0967
 DN0967                          STATION DESCRIPTION
 DN0967
 DN0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0967'12.6 KM (7.8 MI) NORTH FROM DENISON TX.
 DN0967'12.6 KM (7.85 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0967'WITH FARM ROAD 120 IN DENISON, 0.2 KM (0.1 MI) NORTH OF THE SOUTH
 DN0967'BOUND WEIGH STATION BUILDING, 39.3 M (128.9 FT) WEST OF THE CENTERLINE
 DN0967'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT)
 DN0967'WEST-NORTHWEST OF THE CENTER OF THE SERVICE ROAD ENTRANCE TO THE
 DN0967'STATION, AND 3.9 (12.8 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO
 DN0967'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0967'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DN0967'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0651 ***********************************************************************
 EL0651  DESIGNATION -  V 213
 EL0651  PID         -  EL0651
 EL0651  STATE/COUNTY-  OK/JEFFERSON
 EL0651  COUNTRY     -  US
 EL0651  USGS QUAD   -  COMANCHE (2018)
 EL0651
 EL0651                         *CURRENT SURVEY CONTROL
 EL0651  ______________________________________________________________________
 EL0651* NAD 83(1986) POSITION- 34 16 00.     (N) 097 57 38.     (W)   SCALED
 EL0651* NAVD 88 ORTHO HEIGHT -   284.107 (meters)      932.11  (feet) ADJUSTED
 EL0651  ______________________________________________________________________
 EL0651  GEOID HEIGHT    -        -25.444 (meters)                     GEOID18
 EL0651  DYNAMIC HEIGHT  -        283.821 (meters)      931.17  (feet) COMP
 EL0651  MODELED GRAVITY -    979,622.0   (mgal)                       NAVD 88
 EL0651
 EL0651  VERT ORDER      -  FIRST     CLASS II
 EL0651
 EL0651.The horizontal coordinates were scaled from a map and have
 EL0651.an estimated accuracy of +/- 6 seconds.
 EL0651
 EL0651.The orthometric height was determined by differential leveling and
 EL0651.adjusted by the NATIONAL GEODETIC SURVEY
 EL0651.in June 1991.
 EL0651
 EL0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0651.GEOID18 height accuracy estimate available here.
 EL0651
 EL0651.Click photographs - Photos may exist for this station.
 EL0651
 EL0651.The dynamic height is computed by dividing the NAVD 88
 EL0651.geopotential number by the normal gravity value computed on the
 EL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0651.degrees latitude (g = 980.6199 gals.).
 EL0651
 EL0651.The modeled gravity was interpolated from observed gravity values.
 EL0651
 EL0651;                    North         East    Units  Estimated Accuracy
 EL0651;SPC OK S     -   103,530.      603,630.      MT  (+/- 180 meters Scaled)
 EL0651
 EL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC956922(NAD 83)
 EL0651
 EL0651                          SUPERSEDED SURVEY CONTROL
 EL0651
 EL0651.No superseded survey control is available for this station.
 EL0651
 EL0651_MARKER: I = METAL ROD
 EL0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0651_STAMPING: V 213 1986
 EL0651_MARK LOGO: NGS
 EL0651_PROJECTION: FLUSH
 EL0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0651_ROD/PIPE-DEPTH: 8.5 meters
 EL0651
 EL0651  HISTORY     - Date     Condition        Report By
 EL0651  HISTORY     - 1986     MONUMENTED       NGS
 EL0651
 EL0651                          STATION DESCRIPTION
 EL0651
 EL0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0651'12.2 KM (7.6 MI) NORTH FROM WAURIKA.
 EL0651'12.7 KM (7.9 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0651'WITH U.S. HIGHWAY 70 IN WAURIKA, 0.2 KM (0.1 MI) NORTH OF THE
 EL0651'INTERSECTION OF A DRIVEWAY LEADING EAST TO THE JOHN PRICE ESTATE
 EL0651'RANCH, 42.4 M (139.1 FT) SOUTH OF A 10-INCH IRON PIPE FENCE POST, 20.6
 EL0651'M (67.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.3 M (7.5 FT)
 EL0651'NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EL0651'5-INCH LOGO CAP.
 EL0651'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 EL0651'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0792 ***********************************************************************
 FJ0792  DESIGNATION -  V 214
 FJ0792  PID         -  FJ0792
 FJ0792  STATE/COUNTY-  OK/GRADY
 FJ0792  COUNTRY     -  US
 FJ0792  USGS QUAD   -  POCASSET (2018)
 FJ0792
 FJ0792                         *CURRENT SURVEY CONTROL
 FJ0792  ______________________________________________________________________
 FJ0792* NAD 83(1986) POSITION- 35 09 13.     (N) 097 57 26.     (W)   SCALED
 FJ0792* NAVD 88 ORTHO HEIGHT -   344.728 (meters)     1131.00  (feet) ADJUSTED
 FJ0792  ______________________________________________________________________
 FJ0792  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 FJ0792  DYNAMIC HEIGHT  -        344.385 (meters)     1129.87  (feet) COMP
 FJ0792  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FJ0792
 FJ0792  VERT ORDER      -  FIRST     CLASS II
 FJ0792
 FJ0792.The horizontal coordinates were scaled from a map and have
 FJ0792.an estimated accuracy of +/- 6 seconds.
 FJ0792
 FJ0792.The orthometric height was determined by differential leveling and
 FJ0792.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0792.in June 1991.
 FJ0792
 FJ0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0792.GEOID18 height accuracy estimate available here.
 FJ0792
 FJ0792.Click photographs - Photos may exist for this station.
 FJ0792
 FJ0792.The dynamic height is computed by dividing the NAVD 88
 FJ0792.geopotential number by the normal gravity value computed on the
 FJ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0792.degrees latitude (g = 980.6199 gals.).
 FJ0792
 FJ0792.The modeled gravity was interpolated from observed gravity values.
 FJ0792
 FJ0792;                    North         East    Units  Estimated Accuracy
 FJ0792;SPC OK S     -   201,920.      603,900.      MT  (+/- 180 meters Scaled)
 FJ0792
 FJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND949905(NAD 83)
 FJ0792
 FJ0792                          SUPERSEDED SURVEY CONTROL
 FJ0792
 FJ0792.No superseded survey control is available for this station.
 FJ0792
 FJ0792_MARKER: I = METAL ROD
 FJ0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0792+WITH SETTING: INFORMATION.
 FJ0792_STAMPING: V 214 1986
 FJ0792_MARK LOGO: NGS
 FJ0792_PROJECTION: FLUSH
 FJ0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0792_ROD/PIPE-DEPTH: 2.7 meters
 FJ0792
 FJ0792  HISTORY     - Date     Condition        Report By
 FJ0792  HISTORY     - 1986     MONUMENTED       NGS
 FJ0792
 FJ0792                          STATION DESCRIPTION
 FJ0792
 FJ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0792'13.4 KM (8.3 MI) NORTH FROM CHICKASHA.
 FJ0792'13.4 KM (8.3 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0792'BUILDING IN CHICKASHA, 48.4 M (162.1 FT) NORTHWEST OF THE CENTERLINE
 FJ0792'OF THE HIGHWAY, 18.2 M (59.7 FT) EAST OF THE CENTER OF A GRAVELED
 FJ0792'DRIVEWAY, 8.3 M (27.2 FT) NORTH OF A UTILITY POLE, AND 4.2 M (13.8 FT)
 FJ0792'NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 FJ0792'THROUGH A 5-INCH LOGO CAP.
 FJ0792'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST AND FENCE
 FJ0792'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1380 ***********************************************************************
 FJ1380  DESIGNATION -  V 215
 FJ1380  PID         -  FJ1380
 FJ1380  STATE/COUNTY-  OK/CLEVELAND
 FJ1380  COUNTRY     -  US
 FJ1380  USGS QUAD   -  NORMAN (2018)
 FJ1380
 FJ1380                         *CURRENT SURVEY CONTROL
 FJ1380  ______________________________________________________________________
 FJ1380* NAD 83(1986) POSITION- 35 12 14.     (N) 097 27 28.     (W)   SCALED
 FJ1380* NAVD 88 ORTHO HEIGHT -   349.229 (meters)     1145.76  (feet) ADJUSTED
 FJ1380  ______________________________________________________________________
 FJ1380  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 FJ1380  DYNAMIC HEIGHT  -        348.890 (meters)     1144.65  (feet) COMP
 FJ1380  MODELED GRAVITY -    979,652.7   (mgal)                       NAVD 88
 FJ1380
 FJ1380  VERT ORDER      -  FIRST     CLASS II
 FJ1380
 FJ1380.The horizontal coordinates were scaled from a map and have
 FJ1380.an estimated accuracy of +/- 6 seconds.
 FJ1380
 FJ1380.The orthometric height was determined by differential leveling and
 FJ1380.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1380.in August 1994.
 FJ1380
 FJ1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1380.GEOID18 height accuracy estimate available here.
 FJ1380
 FJ1380.Click photographs - Photos may exist for this station.
 FJ1380
 FJ1380.The dynamic height is computed by dividing the NAVD 88
 FJ1380.geopotential number by the normal gravity value computed on the
 FJ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1380.degrees latitude (g = 980.6199 gals.).
 FJ1380
 FJ1380.The modeled gravity was interpolated from observed gravity values.
 FJ1380
 FJ1380;                    North         East    Units  Estimated Accuracy
 FJ1380;SPC OK S     -   207,630.      649,380.      MT  (+/- 180 meters Scaled)
 FJ1380
 FJ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD403967(NAD 83)
 FJ1380
 FJ1380                          SUPERSEDED SURVEY CONTROL
 FJ1380
 FJ1380.No superseded survey control is available for this station.
 FJ1380
 FJ1380_MARKER: I = METAL ROD
 FJ1380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1380_STAMPING: V 215 1994
 FJ1380_MARK LOGO: NGS
 FJ1380_PROJECTION: FLUSH
 FJ1380_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ1380+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1380_ROD/PIPE-DEPTH: 19.3 meters
 FJ1380
 FJ1380  HISTORY     - Date     Condition        Report By
 FJ1380  HISTORY     - 1994     MONUMENTED       NGS
 FJ1380
 FJ1380                          STATION DESCRIPTION
 FJ1380
 FJ1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1380'IN NORMAN, AT THE INTERSECTION OF BERRY ROAD AND LINDSEY STREET, 107.8
 FJ1380'M (353.7 FT) EAST OF THE ROAD CENTER, 23.1 M (75.8 FT) WEST OF THE
 FJ1380'CENTER OF A DRIVEWAY, 13.2 M (43.3 FT) NORTH OF THE STREET
 FJ1380'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.4 M
 FJ1380'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FJ1380'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0650 ***********************************************************************
 FK0650  DESIGNATION -  V 216
 FK0650  PID         -  FK0650
 FK0650  STATE/COUNTY-  OK/CADDO
 FK0650  COUNTRY     -  US
 FK0650  USGS QUAD   -  COGAR SE (2018)
 FK0650
 FK0650                         *CURRENT SURVEY CONTROL
 FK0650  ______________________________________________________________________
 FK0650* NAD 83(1986) POSITION- 35 20 04.20   (N) 098 05 44.68   (W)   HD_HELD1
 FK0650* NAVD 88 ORTHO HEIGHT -   428.193 (meters)     1404.83  (feet) ADJUSTED
 FK0650  ______________________________________________________________________
 FK0650  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 FK0650  DYNAMIC HEIGHT  -        427.764 (meters)     1403.42  (feet) COMP
 FK0650  MODELED GRAVITY -    979,619.3   (mgal)                       NAVD 88
 FK0650
 FK0650  VERT ORDER      -  FIRST     CLASS II
 FK0650
 FK0650.The horizontal coordinates were determined by differentially corrected
 FK0650.hand held GPS observations or other comparable positioning techniques
 FK0650.and have an estimated accuracy of +/- 3 meters.
 FK0650
 FK0650.The orthometric height was determined by differential leveling and
 FK0650.adjusted by the NATIONAL GEODETIC SURVEY
 FK0650.in August 1994.
 FK0650
 FK0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0650.GEOID18 height accuracy estimate available here.
 FK0650
 FK0650.Click photographs - Photos may exist for this station.
 FK0650
 FK0650.The dynamic height is computed by dividing the NAVD 88
 FK0650.geopotential number by the normal gravity value computed on the
 FK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0650.degrees latitude (g = 980.6199 gals.).
 FK0650
 FK0650.The modeled gravity was interpolated from observed gravity values.
 FK0650
 FK0650;                    North         East    Units  Estimated Accuracy
 FK0650;SPC OK S     -   221,989.6     591,295.2     MT  (+/- 3 meters HH1 GPS) 
 FK0650
 FK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8217810513(NAD 83)
 FK0650
 FK0650                          SUPERSEDED SURVEY CONTROL
 FK0650
 FK0650.No superseded survey control is available for this station.
 FK0650
 FK0650_MARKER: I = METAL ROD
 FK0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0650+WITH SETTING: INFORMATION.
 FK0650_STAMPING: V 216 1994
 FK0650_MARK LOGO: NGS
 FK0650_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0650+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0650
 FK0650  HISTORY     - Date     Condition        Report By
 FK0650  HISTORY     - 1994     MONUMENTED       NGS
 FK0650
 FK0650                          STATION DESCRIPTION
 FK0650
 FK0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0650'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0650'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0650'THENCE 14.1 KM (8.75 MI) WESTERLY ALONG STATE HIGHWAY 152, AT THE
 FK0650'CADDO-GRADY COUNTY LINE, A METAL ROD DRIVEN 1.0 METER AND FLUSH
 FK0650'WITH THE GROUND, 30.2 M (99.1 FT) NORTH OF THE HIGHWAY
 FK0650'CENTERLINE, 11.4 M (37.4 FT) NORTH OF UTILITY POLE NUMBER 35 13 6
 FK0650'WITH THREE TRANSFORMERS, 9.3 M (30.5 FT) WEST OF THE CENTER OF A
 FK0650'PAVED ROAD, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE PAVED ROAD, AND 0.4
 FK0650'M (1.3 FT) EAST OF A WITNESS POST AND THE MOST NORTHERLY OF 2 BRACED
 FK0650'FENCE POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FK0650'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1064 ***********************************************************************
 EL1064  DESIGNATION -  V 217
 EL1064  PID         -  EL1064
 EL1064  STATE/COUNTY-  OK/CARTER
 EL1064  COUNTRY     -  US
 EL1064  USGS QUAD   -  MANNSVILLE (2018)
 EL1064
 EL1064                         *CURRENT SURVEY CONTROL
 EL1064  ______________________________________________________________________
 EL1064* NAD 83(1986) POSITION- 34 11 14.69   (N) 096 59 32.64   (W)   HD_HELD1
 EL1064* NAVD 88 ORTHO HEIGHT -   258.263 (meters)      847.32  (feet) ADJUSTED
 EL1064  ______________________________________________________________________
 EL1064  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 EL1064  DYNAMIC HEIGHT  -        257.993 (meters)      846.43  (feet) COMP
 EL1064  MODELED GRAVITY -    979,584.6   (mgal)                       NAVD 88
 EL1064
 EL1064  VERT ORDER      -  FIRST     CLASS II
 EL1064
 EL1064.The horizontal coordinates were determined by differentially corrected
 EL1064.hand held GPS observations or other comparable positioning techniques
 EL1064.and have an estimated accuracy of +/- 3 meters.
 EL1064
 EL1064.The orthometric height was determined by differential leveling and
 EL1064.adjusted by the NATIONAL GEODETIC SURVEY
 EL1064.in August 1994.
 EL1064
 EL1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1064.GEOID18 height accuracy estimate available here.
 EL1064
 EL1064.Click photographs - Photos may exist for this station.
 EL1064
 EL1064.The dynamic height is computed by dividing the NAVD 88
 EL1064.geopotential number by the normal gravity value computed on the
 EL1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1064.degrees latitude (g = 980.6199 gals.).
 EL1064
 EL1064.The modeled gravity was interpolated from observed gravity values.
 EL1064
 EL1064;                    North         East    Units  Estimated Accuracy
 EL1064;SPC OK S     -    95,201.0     692,876.7     MT  (+/- 3 meters HH1 GPS) 
 EL1064
 EL1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8500384758(NAD 83)
 EL1064
 EL1064                          SUPERSEDED SURVEY CONTROL
 EL1064
 EL1064.No superseded survey control is available for this station.
 EL1064
 EL1064_MARKER: I = METAL ROD
 EL1064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1064_STAMPING: V 217 1994
 EL1064_MARK LOGO: NGS
 EL1064_PROJECTION: FLUSH
 EL1064_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1064+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1064_ROD/PIPE-DEPTH: 4.0 meters
 EL1064
 EL1064  HISTORY     - Date     Condition        Report By
 EL1064  HISTORY     - 1994     MONUMENTED       NGS
 EL1064
 EL1064                          STATION DESCRIPTION
 EL1064
 EL1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1064'10.2 KM (6.35 MI) WESTERLY ALONG STATE HIGHWAY 199 FROM THE POST
 EL1064'OFFICE IN MANNSVILLE, 19.3 M (63.3 FT) NORTH OF THE HIGHWAY
 EL1064'CENTERLINE, 11.4 M (37.4 FT) EAST OF THE CENTER OF A DRIVEWAY, 3.3 M
 EL1064'(10.8 FT) EAST OF A T-FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 EL1064'POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 EL1064'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0966 ***********************************************************************
 GG0966  DESIGNATION -  V 218
 GG0966  PID         -  GG0966
 GG0966  STATE/COUNTY-  OK/TULSA
 GG0966  COUNTRY     -  US
 GG0966  USGS QUAD   -  MINGO (2019)
 GG0966
 GG0966                         *CURRENT SURVEY CONTROL
 GG0966  ______________________________________________________________________
 GG0966* NAD 83(2011) POSITION- 36 08 59.26180(N) 095 51 35.47570(W)   ADJUSTED
 GG0966* NAD 83(2011) ELLIP HT-   164.083 (meters)        (09/17/20)   ADJUSTED
 GG0966* NAD 83(2011) EPOCH   -  2010.00
 GG0966* NAVD 88 ORTHO HEIGHT -   193.136 (meters)      633.65  (feet) ADJUSTED
 GG0966  ______________________________________________________________________
 GG0966  GEOID HEIGHT    -        -29.055 (meters)                     GEOID18
 GG0966  NAD 83(2011) X  -   -526,439.769 (meters)                     COMP
 GG0966  NAD 83(2011) Y  - -5,129,399.970 (meters)                     COMP
 GG0966  NAD 83(2011) Z  -  3,741,722.600 (meters)                     COMP
 GG0966  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 GG0966  DYNAMIC HEIGHT  -        192.967 (meters)      633.09  (feet) COMP
 GG0966  MODELED GRAVITY -    979,752.2   (mgal)                       NAVD 88
 GG0966
 GG0966  VERT ORDER      -  FIRST     CLASS II
 GG0966
 GG0966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0966  Standards:
 GG0966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0966  -------------------------------------------------------------------
 GG0966  NETWORK    0.70   1.37           0.31   0.26   0.70     -0.05111494
 GG0966  -------------------------------------------------------------------
 GG0966  Click here for local accuracies and other accuracy information.
 GG0966
 GG0966.The horizontal coordinates were established by GPS observations
 GG0966.and adjusted by the CITY OF TULSA in September 2020.
 GG0966
 GG0966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0966.been affixed to the stable North American tectonic plate. See 
 GG0966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0966
 GG0966.The horizontal coordinates are valid at the epoch date displayed above
 GG0966.which is a decimal equivalence of Year/Month/Day.
 GG0966
 GG0966.The orthometric height was determined by differential leveling and
 GG0966.adjusted by the NATIONAL GEODETIC SURVEY
 GG0966.in August 1994.
 GG0966
 GG0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0966.GEOID18 height accuracy estimate available here.
 GG0966
 GG0966.Click photographs - Photos may exist for this station.
 GG0966
 GG0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0966
 GG0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0966
 GG0966.The ellipsoidal height was determined by GPS observations
 GG0966.and is referenced to NAD 83.
 GG0966
 GG0966.The dynamic height is computed by dividing the NAVD 88
 GG0966.geopotential number by the normal gravity value computed on the
 GG0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0966.degrees latitude (g = 980.6199 gals.).
 GG0966
 GG0966.The modeled gravity was interpolated from observed gravity values.
 GG0966
 GG0966. The following values were computed from the NAD 83(2011) position.
 GG0966
 GG0966;                    North         East     Units Scale Factor Converg.
 GG0966;SPC OK N     -   129,695.565   792,571.740   MT  0.99994546   +1 15 46.8
 GG0966;SPC OK N     -   425,509.53  2,600,295.78   sFT  0.99994546   +1 15 46.8
 GG0966;UTM  15      - 4,004,352.870   242,703.694   MT  1.00041578   -1 41 16.6
 GG0966
 GG0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0966!SPC OK N     -   0.99997425  x   0.99994546  =   0.99991971
 GG0966!UTM  15      -   0.99997425  x   1.00041578  =   1.00039002
 GG0966
 GG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4270304352(NAD 83)
 GG0966
 GG0966                          SUPERSEDED SURVEY CONTROL
 GG0966
 GG0966.No superseded survey control is available for this station.
 GG0966
 GG0966_MARKER: I = METAL ROD
 GG0966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0966_STAMPING: V 218 1994
 GG0966_MARK LOGO: NGS
 GG0966_PROJECTION: FLUSH
 GG0966_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0966+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2020
 GG0966_ROD/PIPE-DEPTH: 3.3 meters
 GG0966
 GG0966  HISTORY     - Date     Condition        Report By
 GG0966  HISTORY     - 1994     MONUMENTED       NGS
 GG0966  HISTORY     - 20081105 GOOD             AIRDAT
 GG0966  HISTORY     - 20201010 GOOD             COTOK
 GG0966
 GG0966                          STATION DESCRIPTION
 GG0966
 GG0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0966'1.7 KM (1.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 169 FROM THE JUNCTION OF
 GG0966'INTERSTATE HIGHWAY 244 IN TULSA, 190.0 M (623.4 FT) NORTH OF THE
 GG0966'CENTER OF 11TH STREET, 45.1 M (148.0 FT) EAST OF THE CENTERLINE OF
 GG0966'THE NORTHBOUND LANES OF THE HIGHWAY, 23.7 M (77.8 FT) NORTHEAST OF
 GG0966'THE CENTER OF THE 11TH STREET NORTHBOUND ON-RAMP, 20.9 M (68.6 FT)
 GG0966'SOUTHEAST OF A UTILITY LIGHT POLE, 8.9 M (29.2 FT) SOUTH OF A
 GG0966'BILLBOARD SIGN LEG, 6.7 M (22.0 FT) EAST OF THE SOUTH END OF A
 GG0966'CHAIN-LINK FENCE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ON RAMP, AND
 GG0966'1.0 M (3.3 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 GG0966'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GG0966
 GG0966                          STATION RECOVERY (2008)
 GG0966
 GG0966'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0966'STATION IS NOW IN TRIANGLE FORMED BY HWY 169 AND NORTH BOUND ON-RAMP.
 GG0966'
 GG0966'WITNESS AND FENCE POST STILL THERE.
 GG0966
 GG0966                          STATION RECOVERY (2020)
 GG0966
 GG0966'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 GG0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1410 ***********************************************************************
 FJ1410  DESIGNATION -  V 219
 FJ1410  PID         -  FJ1410
 FJ1410  STATE/COUNTY-  OK/CREEK
 FJ1410  COUNTRY     -  US
 FJ1410  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1410
 FJ1410                         *CURRENT SURVEY CONTROL
 FJ1410  ______________________________________________________________________
 FJ1410* NAD 83(1986) POSITION- 35 54 04.95   (N) 096 03 37.95   (W)   HD_HELD1
 FJ1410* NAVD 88 ORTHO HEIGHT -   224.284 (meters)      735.84  (feet) ADJUSTED
 FJ1410  ______________________________________________________________________
 FJ1410  GEOID HEIGHT    -        -28.819 (meters)                     GEOID18
 FJ1410  DYNAMIC HEIGHT  -        224.084 (meters)      735.18  (feet) COMP
 FJ1410  MODELED GRAVITY -    979,734.6   (mgal)                       NAVD 88
 FJ1410
 FJ1410  VERT ORDER      -  FIRST     CLASS II
 FJ1410
 FJ1410.The horizontal coordinates were determined by differentially corrected
 FJ1410.hand held GPS observations or other comparable positioning techniques
 FJ1410.and have an estimated accuracy of +/- 3 meters.
 FJ1410
 FJ1410.The orthometric height was determined by differential leveling and
 FJ1410.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1410.in August 1994.
 FJ1410
 FJ1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1410.GEOID18 height accuracy estimate available here.
 FJ1410
 FJ1410.Click photographs - Photos may exist for this station.
 FJ1410
 FJ1410.The dynamic height is computed by dividing the NAVD 88
 FJ1410.geopotential number by the normal gravity value computed on the
 FJ1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1410.degrees latitude (g = 980.6199 gals.).
 FJ1410
 FJ1410.The modeled gravity was interpolated from observed gravity values.
 FJ1410
 FJ1410;                    North         East    Units  Estimated Accuracy
 FJ1410;SPC OK N     -   101,758.5     775,066.9     MT  (+/- 3 meters HH1 GPS) 
 FJ1410
 FJ1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6529277002(NAD 83)
 FJ1410
 FJ1410                          SUPERSEDED SURVEY CONTROL
 FJ1410
 FJ1410.No superseded survey control is available for this station.
 FJ1410
 FJ1410_MARKER: F = FLANGE-ENCASED ROD
 FJ1410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1410_STAMPING: V 219 1994
 FJ1410_MARK LOGO: NGS
 FJ1410_PROJECTION: FLUSH
 FJ1410_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1410+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1410_ROD/PIPE-DEPTH: 4.1 meters
 FJ1410_SLEEVE-DEPTH  : 0.9 meters
 FJ1410
 FJ1410  HISTORY     - Date     Condition        Report By
 FJ1410  HISTORY     - 1994     MONUMENTED       NGS
 FJ1410  HISTORY     - 20220531 GOOD             OKDOT
 FJ1410
 FJ1410                          STATION DESCRIPTION
 FJ1410
 FJ1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1410'12.6 KM (7.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1410'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, 32.2 M (105.6 FT)
 FJ1410'NORTH OF THE EXTENDED CENTER OF WEST 181ST STREET SOUTH, 21.0 M
 FJ1410'(68.9 FT) WEST OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) NORTH OF
 FJ1410'UNDERGROUND CABLE JUNCTION BOX NUMBER 1000 3-1, AND 0.3 M (1.0 FT)
 FJ1410'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 FJ1410'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 FJ1410'SPECIFICATIONS FOR A CLASS A MARK.
 FJ1410
 FJ1410                          STATION RECOVERY (2022)
 FJ1410
 FJ1410'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9192 ***********************************************************************
 AC9192  DESIGNATION -  V 220
 AC9192  PID         -  AC9192
 AC9192  STATE/COUNTY-  OK/MCCLAIN
 AC9192  COUNTRY     -  US
 AC9192  USGS QUAD   -  STEALY (2018)
 AC9192
 AC9192                         *CURRENT SURVEY CONTROL
 AC9192  ______________________________________________________________________
 AC9192* NAD 83(1986) POSITION- 34 58 18.     (N) 097 23 19.     (W)   SCALED
 AC9192* NAVD 88 ORTHO HEIGHT -   347.569 (meters)     1140.32  (feet) ADJUSTED
 AC9192  ______________________________________________________________________
 AC9192  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 AC9192  DYNAMIC HEIGHT  -        347.231 (meters)     1139.21  (feet) COMP
 AC9192  MODELED GRAVITY -    979,649.7   (mgal)                       NAVD 88
 AC9192
 AC9192  VERT ORDER      -  SECOND    CLASS I
 AC9192
 AC9192.The horizontal coordinates were scaled from a map and have
 AC9192.an estimated accuracy of +/- 6 seconds.
 AC9192
 AC9192.The orthometric height was determined by differential leveling and
 AC9192.adjusted by the NATIONAL GEODETIC SURVEY
 AC9192.in July 2002.
 AC9192
 AC9192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9192.GEOID18 height accuracy estimate available here.
 AC9192
 AC9192.Click photographs - Photos may exist for this station.
 AC9192
 AC9192.The dynamic height is computed by dividing the NAVD 88
 AC9192.geopotential number by the normal gravity value computed on the
 AC9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9192.degrees latitude (g = 980.6199 gals.).
 AC9192
 AC9192.The modeled gravity was interpolated from observed gravity values.
 AC9192
 AC9192;                    North         East    Units  Estimated Accuracy
 AC9192;SPC OK S     -   181,900.      655,830.      MT  (+/- 180 meters Scaled)
 AC9192
 AC9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD470710(NAD 83)
 AC9192
 AC9192                          SUPERSEDED SURVEY CONTROL
 AC9192
 AC9192.No superseded survey control is available for this station.
 AC9192
 AC9192_MARKER: I = METAL ROD
 AC9192_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9192+WITH SETTING: INFORMATION.
 AC9192_STAMPING: V 220 1997
 AC9192_MARK LOGO: NGS
 AC9192_PROJECTION: FLUSH
 AC9192_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9192+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9192_ROD/PIPE-DEPTH: 1.2 meters
 AC9192
 AC9192  HISTORY     - Date     Condition        Report By
 AC9192  HISTORY     - 1997     MONUMENTED       NGS
 AC9192
 AC9192                          STATION DESCRIPTION
 AC9192
 AC9192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9192'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9192'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 0.3 KM
 AC9192'(0.20 MI) WESTERLY ALONG A PAVED ROAD, 44.4 M (145.7 FT) WEST WITH A
 AC9192'UTILITY POLE THAT IS NEAR A CONCRETE PAD WITH 2 JUNCTION BOXES AND A
 AC9192'TRANSFORMER, 14.5 M (47.6 FT) NORTH OF THE ROAD CENTERLINE, 11.0 M
 AC9192'(36.1 FT) EAST OF A UTILITY POLE, 1.2 M (3.9 FT) EAST OF THE EXTENDED
 AC9192'CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND
 AC9192'CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AC9192'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC9192'SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A CLASS
 AC9192'A MARK. THE ROD WAS DRIVED TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9194 ***********************************************************************
 AC9194  DESIGNATION -  V 221
 AC9194  PID         -  AC9194
 AC9194  STATE/COUNTY-  OK/MCCLAIN
 AC9194  COUNTRY     -  US
 AC9194  USGS QUAD   -  WAYNE (2018)
 AC9194
 AC9194                         *CURRENT SURVEY CONTROL
 AC9194  ______________________________________________________________________
 AC9194* NAD 83(1986) POSITION- 34 59 35.79   (N) 097 21 59.71   (W)   HD_HELD1
 AC9194* NAVD 88 ORTHO HEIGHT -   315.820 (meters)     1036.15  (feet) ADJUSTED
 AC9194  ______________________________________________________________________
 AC9194  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 AC9194  DYNAMIC HEIGHT  -        315.513 (meters)     1035.15  (feet) COMP
 AC9194  MODELED GRAVITY -    979,652.0   (mgal)                       NAVD 88
 AC9194
 AC9194  VERT ORDER      -  SECOND    CLASS I
 AC9194
 AC9194.The horizontal coordinates were determined by differentially corrected
 AC9194.hand held GPS observations or other comparable positioning techniques
 AC9194.and have an estimated accuracy of +/- 3 meters.
 AC9194
 AC9194.The orthometric height was determined by differential leveling and
 AC9194.adjusted by the NATIONAL GEODETIC SURVEY
 AC9194.in July 2002.
 AC9194
 AC9194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9194.GEOID18 height accuracy estimate available here.
 AC9194
 AC9194.Click photographs - Photos may exist for this station.
 AC9194
 AC9194.The dynamic height is computed by dividing the NAVD 88
 AC9194.geopotential number by the normal gravity value computed on the
 AC9194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9194.degrees latitude (g = 980.6199 gals.).
 AC9194
 AC9194.The modeled gravity was interpolated from observed gravity values.
 AC9194
 AC9194;                    North         East    Units  Estimated Accuracy
 AC9194;SPC OK S     -   184,310.6     657,825.3     MT  (+/- 3 meters HH1 GPS) 
 AC9194
 AC9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4907073516(NAD 83)
 AC9194
 AC9194                          SUPERSEDED SURVEY CONTROL
 AC9194
 AC9194.No superseded survey control is available for this station.
 AC9194
 AC9194_MARKER: F = FLANGE-ENCASED ROD
 AC9194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9194_STAMPING: V 221 1997
 AC9194_MARK LOGO: NGS
 AC9194_PROJECTION: FLUSH
 AC9194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9194+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2024
 AC9194_ROD/PIPE-DEPTH: 13.8 meters
 AC9194_SLEEVE-DEPTH  : 0.9 meters
 AC9194
 AC9194  HISTORY     - Date     Condition        Report By
 AC9194  HISTORY     - 1997     MONUMENTED       NGS
 AC9194  HISTORY     - 20231227 SEE DESCRIPTION  OKDOT
 AC9194  HISTORY     - 20241107 GOOD             WHE
 AC9194
 AC9194                          STATION DESCRIPTION
 AC9194
 AC9194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9194'IN PURCELL, AT THE INTERSECTION OF STATE HIGHWAY 74 (GREEN AVENUE) AND
 AC9194'SHERRI CLASSIC AVENUE, 86.8 M (284.8 FT) EAST OF THE HIGHWAY
 AC9194'CENTERLINE, 4.7 M (15.4 FT) SOUH OF AND LEVEL WITH THE AVENUE CENTER,
 AC9194'3.9 M (12.8 FT) WEST OF THE CENTER OF A GATE, AND 0.3 M (1.0 FT)
 AC9194'NORTHWEST OF A WITNESS POST AND FENCE CORNER.  NOTE--ACCESS TO THE
 AC9194'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC9194'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9194
 AC9194                          STATION RECOVERY (2023)
 AC9194
 AC9194'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 AC9194'MARK APPEARS TO BE SOUND, NOT DISTURBED IN ANY WAY VIABLE, BUT COULD
 AC9194'NOT ACHIEVE OPUS SOLUTION.
 AC9194
 AC9194                          STATION RECOVERY (2024)
 AC9194
 AC9194'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 AC9194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0296 ***********************************************************************
 FK0296  DESIGNATION -  V 25
 FK0296  PID         -  FK0296
 FK0296  STATE/COUNTY-  OK/ROGER MILLS
 FK0296  COUNTRY     -  US
 FK0296  USGS QUAD   -  BIG KIOWA CREEK (2018)
 FK0296
 FK0296                         *CURRENT SURVEY CONTROL
 FK0296  ______________________________________________________________________
 FK0296* NAD 83(1986) POSITION- 35 30 29.     (N) 099 22 54.     (W)   SCALED
 FK0296* NAVD 88 ORTHO HEIGHT -   605.552 (meters)     1986.72  (feet) ADJUSTED
 FK0296  ______________________________________________________________________
 FK0296  GEOID HEIGHT    -        -27.466 (meters)                     GEOID18
 FK0296  DYNAMIC HEIGHT  -        604.928 (meters)     1984.67  (feet) COMP
 FK0296  MODELED GRAVITY -    979,583.9   (mgal)                       NAVD 88
 FK0296
 FK0296  VERT ORDER      -  SECOND    CLASS 0
 FK0296
 FK0296.The horizontal coordinates were scaled from a map and have
 FK0296.an estimated accuracy of +/- 6 seconds.
 FK0296
 FK0296.The orthometric height was determined by differential leveling and
 FK0296.adjusted by the NATIONAL GEODETIC SURVEY
 FK0296.in June 1991.
 FK0296
 FK0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0296.GEOID18 height accuracy estimate available here.
 FK0296
 FK0296.Click photographs - Photos may exist for this station.
 FK0296
 FK0296.The dynamic height is computed by dividing the NAVD 88
 FK0296.geopotential number by the normal gravity value computed on the
 FK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0296.degrees latitude (g = 980.6199 gals.).
 FK0296
 FK0296.The modeled gravity was interpolated from observed gravity values.
 FK0296
 FK0296;                    North         East    Units  Estimated Accuracy
 FK0296;SPC OK N     -    57,260.      474,660.      MT  (+/- 180 meters Scaled)
 FK0296
 FK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME653294(NAD 83)
 FK0296
 FK0296                          SUPERSEDED SURVEY CONTROL
 FK0296
 FK0296  NGVD 29 (??/??/92)  605.287  (m)         1985.85   (f) ADJ UNCH    2 0
 FK0296
 FK0296.Superseded values are not recommended for survey control.
 FK0296
 FK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0296.See file dsdata.pdf to determine how the superseded data were derived.
 FK0296
 FK0296_MARKER: DB = BENCH MARK DISK
 FK0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0296_STAMPING: V 25 1934
 FK0296_MARK LOGO: CGS
 FK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0296+STABILITY: SURFACE MOTION
 FK0296
 FK0296  HISTORY     - Date     Condition        Report By
 FK0296  HISTORY     - 1934     MONUMENTED       CGS
 FK0296  HISTORY     - 19960626 MARK NOT FOUND   OKDOT
 FK0296
 FK0296                          STATION DESCRIPTION
 FK0296
 FK0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0296'1.5 MI S FROM CARPENTER.
 FK0296'IN BECKHAM COUNTY, 1.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS
 FK0296'RAILROAD FROM THE STATION AT CARPENTER, ROGER MILLS COUNTY,
 FK0296'0.4 MILE NORTH OF MILEPOST 43, 325 FEET SOUTH OF THE
 FK0296'BECKHAM-ROGER MILLS COUNTY-LINE ROAD, AND 45 FEET EAST OF THE
 FK0296'CROSSING OF A NORTH-AND-SOUTH SECTION-LINE ROAD.  A STANDARD
 FK0296'DISK, STAMPED V 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0296'NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD
 FK0296'CROSSING IS ABOUT 800 YARDS NORTH OF MILEPOST 143.
 FK0296
 FK0296                          STATION RECOVERY (1996)
 FK0296
 FK0296'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 FK0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0489 ***********************************************************************
 EM0489  DESIGNATION -  V 26
 EM0489  PID         -  EM0489
 EM0489  STATE/COUNTY-  OK/GREER
 EM0489  COUNTRY     -  US
 EM0489  USGS QUAD   -  MANGUM NORTH (2018)
 EM0489
 EM0489                         *CURRENT SURVEY CONTROL
 EM0489  ______________________________________________________________________
 EM0489* NAD 83(1986) POSITION- 34 57 29.     (N) 099 31 16.     (W)   SCALED
 EM0489* NAVD 88 ORTHO HEIGHT -   485.120 (meters)     1591.60  (feet) ADJUSTED
 EM0489  ______________________________________________________________________
 EM0489  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 EM0489  DYNAMIC HEIGHT  -        484.624 (meters)     1589.97  (feet) COMP
 EM0489  MODELED GRAVITY -    979,597.5   (mgal)                       NAVD 88
 EM0489
 EM0489  VERT ORDER      -  SECOND    CLASS 0
 EM0489
 EM0489.The horizontal coordinates were scaled from a map and have
 EM0489.an estimated accuracy of +/- 6 seconds.
 EM0489
 EM0489.The orthometric height was determined by differential leveling and
 EM0489.adjusted by the NATIONAL GEODETIC SURVEY
 EM0489.in June 1991.
 EM0489
 EM0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0489.GEOID18 height accuracy estimate available here.
 EM0489
 EM0489.Click photographs - Photos may exist for this station.
 EM0489
 EM0489.The dynamic height is computed by dividing the NAVD 88
 EM0489.geopotential number by the normal gravity value computed on the
 EM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0489.degrees latitude (g = 980.6199 gals.).
 EM0489
 EM0489.The modeled gravity was interpolated from observed gravity values.
 EM0489
 EM0489;                    North         East    Units  Estimated Accuracy
 EM0489;SPC OK S     -   181,270.      461,080.      MT  (+/- 180 meters Scaled)
 EM0489
 EM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD524685(NAD 83)
 EM0489
 EM0489                          SUPERSEDED SURVEY CONTROL
 EM0489
 EM0489  NGVD 29 (??/??/92)  484.922  (m)         1590.95   (f) ADJ UNCH    2 0
 EM0489
 EM0489.Superseded values are not recommended for survey control.
 EM0489
 EM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0489.See file dsdata.pdf to determine how the superseded data were derived.
 EM0489
 EM0489_MARKER: DB = BENCH MARK DISK
 EM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0489_STAMPING: V 26 1934
 EM0489_MARK LOGO: CGS
 EM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0489+STABILITY: SURFACE MOTION
 EM0489
 EM0489  HISTORY     - Date     Condition        Report By
 EM0489  HISTORY     - 1934     MONUMENTED       CGS
 EM0489  HISTORY     - 1963     GOOD             CGS
 EM0489
 EM0489                          STATION DESCRIPTION
 EM0489
 EM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0489'3.6 MI S FROM BRINKMAN.
 EM0489'3.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0489'STATION AT BRINKMAN, GREER COUNTY, 0.2 MILE SOUTH OF MILEPOST 102, AT
 EM0489'A SECTION-LINE ROAD CROSSING, 54 FEET EAST OF THE EAST RAIL, 30 FEET
 EM0489'SOUTH OF THE CENTERLINE OF THE ROAD, AND AT A FENCE CORNER.  A
 EM0489'STANDARD DISK, STAMPED V 26 1934 AND SET IN THE TOP OF A CONCRETE
 EM0489'POST.  NOTE-- RAILROAD LAND MAPS INDICATE THAT THIS SECTION-LINE ROAD
 EM0489'CROSSING IS ABOUT 0.4 MILE SOUTH OF MILEPOST 102.
 EM0489
 EM0489                          STATION RECOVERY (1963)
 EM0489
 EM0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0513 ***********************************************************************
 EM0513  DESIGNATION -  V 27
 EM0513  PID         -  EM0513
 EM0513  STATE/COUNTY-  OK/JACKSON
 EM0513  COUNTRY     -  US
 EM0513  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0513
 EM0513                         *CURRENT SURVEY CONTROL
 EM0513  ______________________________________________________________________
 EM0513* NAD 83(1986) POSITION- 34 30 53.80   (N) 099 33 19.86   (W)   HD_HELD1
 EM0513* NAVD 88 ORTHO HEIGHT -   415.555 (meters)     1363.37  (feet) ADJUSTED
 EM0513  ______________________________________________________________________
 EM0513  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 EM0513  DYNAMIC HEIGHT  -        415.097 (meters)     1361.86  (feet) COMP
 EM0513  MODELED GRAVITY -    979,521.5   (mgal)                       NAVD 88
 EM0513
 EM0513  VERT ORDER      -  SECOND    CLASS 0
 EM0513
 EM0513.The horizontal coordinates were determined by differentially corrected
 EM0513.hand held GPS observations or other comparable positioning techniques
 EM0513.and have an estimated accuracy of +/- 3 meters.
 EM0513
 EM0513.The orthometric height was determined by differential leveling and
 EM0513.adjusted by the NATIONAL GEODETIC SURVEY
 EM0513.in June 1991.
 EM0513
 EM0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0513.GEOID18 height accuracy estimate available here.
 EM0513
 EM0513.Click photographs - Photos may exist for this station.
 EM0513
 EM0513.The dynamic height is computed by dividing the NAVD 88
 EM0513.geopotential number by the normal gravity value computed on the
 EM0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0513.degrees latitude (g = 980.6199 gals.).
 EM0513
 EM0513.The modeled gravity was interpolated from observed gravity values.
 EM0513
 EM0513;                    North         East    Units  Estimated Accuracy
 EM0513;SPC OK S     -   132,168.5     457,181.6     MT  (+/- 3 meters HH1 GPS) 
 EM0513
 EM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4901019394(NAD 83)
 EM0513
 EM0513                          SUPERSEDED SURVEY CONTROL
 EM0513
 EM0513  NGVD 29 (??/??/92)  415.374  (m)         1362.77   (f) ADJ UNCH    2 0
 EM0513
 EM0513.Superseded values are not recommended for survey control.
 EM0513
 EM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0513.See file dsdata.pdf to determine how the superseded data were derived.
 EM0513
 EM0513_MARKER: DB = BENCH MARK DISK
 EM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0513_STAMPING: V 27 1934
 EM0513_MARK LOGO: CGS
 EM0513_PROJECTION: PROJECTING 30 CENTIMETERS
 EM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0513+STABILITY: SURFACE MOTION
 EM0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0513+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2019
 EM0513
 EM0513  HISTORY     - Date     Condition        Report By
 EM0513  HISTORY     - 1934     MONUMENTED       CGS
 EM0513  HISTORY     - 1961     GOOD             CGS
 EM0513  HISTORY     - 1981     GOOD             LOCSUR
 EM0513  HISTORY     - 20091010 GOOD             INDIV
 EM0513  HISTORY     - 20191211 GOOD             OKDOT
 EM0513
 EM0513                          STATION DESCRIPTION
 EM0513
 EM0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0513'6.2 MI NE FROM ELDORADO.
 EM0513'6.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0513'STATION AT ELDORADO, JACKSON COUNTY, 0.4 MILE SOUTHWEST OF THE STATION
 EM0513'SIGN AT CRETA, 0.2 MILE SOUTHWEST OF MILEPOST 703, 48 FEET NORTHWEST
 EM0513'OF THE NORTHWEST RAIL, 48 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 EM0513'HIGHWAY 44, AND AT THE RAILROAD RIGHT-OF-WAY LINE.  A STANDARD DISK,
 EM0513'STAMPED V 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0513
 EM0513                          STATION RECOVERY (1961)
 EM0513
 EM0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0513'RECOVERED IN GOOD CONDITION.
 EM0513
 EM0513                          STATION RECOVERY (1981)
 EM0513
 EM0513'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EM0513'RECOVERED IN GOOD CONDITION.
 EM0513
 EM0513                          STATION RECOVERY (2009)
 EM0513
 EM0513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 EM0513'RECOVERED AS DESCRIBED
 EM0513
 EM0513                          STATION RECOVERY (2019)
 EM0513
 EM0513'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SJP)
 EM0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0385 ***********************************************************************
 FK0385  DESIGNATION -  V 28
 FK0385  PID         -  FK0385
 FK0385  STATE/COUNTY-  OK/WASHITA
 FK0385  COUNTRY     -  US
 FK0385  USGS QUAD   -  ROCKY (2018)
 FK0385
 FK0385                         *CURRENT SURVEY CONTROL
 FK0385  ______________________________________________________________________
 FK0385* NAD 83(1986) POSITION- 35 09 10.56   (N) 099 03 34.95   (W)   HD_HELD1
 FK0385* NAVD 88 ORTHO HEIGHT -   500.010 (meters)     1640.45  (feet) ADJUSTED
 FK0385  ______________________________________________________________________
 FK0385  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 FK0385  DYNAMIC HEIGHT  -        499.501 (meters)     1638.78  (feet) COMP
 FK0385  MODELED GRAVITY -    979,599.4   (mgal)                       NAVD 88
 FK0385
 FK0385  VERT ORDER      -  SECOND    CLASS 0
 FK0385
 FK0385.The horizontal coordinates were determined by differentially corrected
 FK0385.hand held GPS observations or other comparable positioning techniques
 FK0385.and have an estimated accuracy of +/- 3 meters.
 FK0385
 FK0385.The orthometric height was determined by differential leveling and
 FK0385.adjusted by the NATIONAL GEODETIC SURVEY
 FK0385.in June 1991.
 FK0385
 FK0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0385.GEOID18 height accuracy estimate available here.
 FK0385
 FK0385.Click photographs - Photos may exist for this station.
 FK0385
 FK0385.The dynamic height is computed by dividing the NAVD 88
 FK0385.geopotential number by the normal gravity value computed on the
 FK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0385.degrees latitude (g = 980.6199 gals.).
 FK0385
 FK0385.The modeled gravity was interpolated from observed gravity values.
 FK0385
 FK0385;                    North         East    Units  Estimated Accuracy
 FK0385;SPC OK S     -   202,348.3     503,444.7     MT  (+/- 3 meters HH1 GPS) 
 FK0385
 FK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9456190004(NAD 83)
 FK0385
 FK0385                          SUPERSEDED SURVEY CONTROL
 FK0385
 FK0385  NGVD 29 (??/??/92)  499.807  (m)         1639.78   (f) ADJ UNCH    2 0
 FK0385
 FK0385.Superseded values are not recommended for survey control.
 FK0385
 FK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0385.See file dsdata.pdf to determine how the superseded data were derived.
 FK0385
 FK0385_MARKER: DB = BENCH MARK DISK
 FK0385_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FK0385+WITH SETTING: PAVEMENT
 FK0385_SP_SET: WATER TOWER FOUNDATION
 FK0385_STAMPING: V 28 1934
 FK0385_MARK LOGO: CGS
 FK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0385+STABILITY: SURFACE MOTION
 FK0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0385+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 FK0385
 FK0385  HISTORY     - Date     Condition        Report By
 FK0385  HISTORY     - 1934     MONUMENTED       CGS
 FK0385  HISTORY     - 1959     GOOD             CGS
 FK0385  HISTORY     - 20180711 GOOD             OKDOT
 FK0385
 FK0385                          STATION DESCRIPTION
 FK0385
 FK0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FK0385'AT ROCKY.
 FK0385'AT THE SOUTHEAST EDGE OF ROCKY, AT THE CITY WATER TOWER, 200 FEET
 FK0385'SOUTH OF A SCHOOL BUILDING, 150 FEET EAST OF STATE HIGHWAY 14,
 FK0385'AND IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST CONCRETE
 FK0385'FOUNDATION, 6 INCHES HIGHER THAN THE GROUND.  A STANDARD DISK,
 FK0385'STAMPED V 28 1934.
 FK0385
 FK0385                          STATION RECOVERY (2018)
 FK0385
 FK0385'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FK0385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0128 ***********************************************************************
 FK0128  DESIGNATION -  V 30
 FK0128  PID         -  FK0128
 FK0128  STATE/COUNTY-  OK/KIOWA
 FK0128  COUNTRY     -  US
 FK0128  USGS QUAD   -  GOTEBO WEST (2018)
 FK0128
 FK0128                         *CURRENT SURVEY CONTROL
 FK0128  ______________________________________________________________________
 FK0128* NAD 83(1986) POSITION- 35 03 34.     (N) 098 55 12.     (W)   SCALED
 FK0128* NAVD 88 ORTHO HEIGHT -   447.485 (meters)     1468.12  (feet) ADJUSTED
 FK0128  ______________________________________________________________________
 FK0128  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 FK0128  DYNAMIC HEIGHT  -        447.037 (meters)     1466.65  (feet) COMP
 FK0128  MODELED GRAVITY -    979,619.2   (mgal)                       NAVD 88
 FK0128
 FK0128  VERT ORDER      -  SECOND    CLASS 0
 FK0128
 FK0128.The horizontal coordinates were scaled from a map and have
 FK0128.an estimated accuracy of +/- 6 seconds.
 FK0128
 FK0128.The orthometric height was determined by differential leveling and
 FK0128.adjusted by the NATIONAL GEODETIC SURVEY
 FK0128.in June 1991.
 FK0128
 FK0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0128.GEOID18 height accuracy estimate available here.
 FK0128
 FK0128.Click photographs - Photos may exist for this station.
 FK0128
 FK0128.The dynamic height is computed by dividing the NAVD 88
 FK0128.geopotential number by the normal gravity value computed on the
 FK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0128.degrees latitude (g = 980.6199 gals.).
 FK0128
 FK0128.The modeled gravity was interpolated from observed gravity values.
 FK0128
 FK0128;                    North         East    Units  Estimated Accuracy
 FK0128;SPC OK S     -   191,850.      516,080.      MT  (+/- 180 meters Scaled)
 FK0128
 FK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND072796(NAD 83)
 FK0128
 FK0128                          SUPERSEDED SURVEY CONTROL
 FK0128
 FK0128  NGVD 29 (??/??/92)  447.317  (m)         1467.57   (f) ADJ UNCH    2 0
 FK0128
 FK0128.Superseded values are not recommended for survey control.
 FK0128
 FK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0128.See file dsdata.pdf to determine how the superseded data were derived.
 FK0128
 FK0128_MARKER: DB = BENCH MARK DISK
 FK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0128_STAMPING: V 30 1934
 FK0128_MARK LOGO: CGS
 FK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0128+STABILITY: SURFACE MOTION
 FK0128
 FK0128  HISTORY     - Date     Condition        Report By
 FK0128  HISTORY     - 1934     MONUMENTED       CGS
 FK0128  HISTORY     - 1963     GOOD             CGS
 FK0128
 FK0128                          STATION DESCRIPTION
 FK0128
 FK0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FK0128'2.9 MI W FROM GOTEBO.
 FK0128'2.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0128'RAILROAD FROM THE STATION IN GOTEBO, KIOWA COUNTY, AT A
 FK0128'NORTH-SOUTH SECTION LINE ROAD CROSSING, 87.0 FEET SOUTH OF THE
 FK0128'SOUTH RAIL, 38.0 FEET EAST OF THE CENTER OF THE ROAD, 83.5 FEET
 FK0128'SOUTHWEST OF A TELEPHONE POLE AND 16.5 FEET NORTHEAST OF FENCE
 FK0128'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0081 ***********************************************************************
 FK0081  DESIGNATION -  V 31
 FK0081  PID         -  FK0081
 FK0081  STATE/COUNTY-  OK/CADDO
 FK0081  COUNTRY     -  US
 FK0081  USGS QUAD   -  ANADARKO WEST (2018)
 FK0081
 FK0081                         *CURRENT SURVEY CONTROL
 FK0081  ______________________________________________________________________
 FK0081* NAD 83(1986) POSITION- 35 04 22.     (N) 098 19 22.     (W)   SCALED
 FK0081* NAVD 88 ORTHO HEIGHT -   367.286 (meters)     1205.00  (feet) ADJUSTED
 FK0081  ______________________________________________________________________
 FK0081  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 FK0081  DYNAMIC HEIGHT  -        366.910 (meters)     1203.77  (feet) COMP
 FK0081  MODELED GRAVITY -    979,599.9   (mgal)                       NAVD 88
 FK0081
 FK0081  VERT ORDER      -  SECOND    CLASS 0
 FK0081
 FK0081.The horizontal coordinates were scaled from a map and have
 FK0081.an estimated accuracy of +/- 6 seconds.
 FK0081
 FK0081.The orthometric height was determined by differential leveling and
 FK0081.adjusted by the NATIONAL GEODETIC SURVEY
 FK0081.in June 1991.
 FK0081
 FK0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0081.GEOID18 height accuracy estimate available here.
 FK0081
 FK0081.Click photographs - Photos may exist for this station.
 FK0081
 FK0081.The dynamic height is computed by dividing the NAVD 88
 FK0081.geopotential number by the normal gravity value computed on the
 FK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0081.degrees latitude (g = 980.6199 gals.).
 FK0081
 FK0081.The modeled gravity was interpolated from observed gravity values.
 FK0081
 FK0081;                    North         East    Units  Estimated Accuracy
 FK0081;SPC OK S     -   193,000.      570,560.      MT  (+/- 180 meters Scaled)
 FK0081
 FK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND617813(NAD 83)
 FK0081
 FK0081                          SUPERSEDED SURVEY CONTROL
 FK0081
 FK0081  NGVD 29 (??/??/92)  367.145  (m)         1204.54   (f) ADJ UNCH    2 0
 FK0081
 FK0081.Superseded values are not recommended for survey control.
 FK0081
 FK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0081.See file dsdata.pdf to determine how the superseded data were derived.
 FK0081
 FK0081_MARKER: DB = BENCH MARK DISK
 FK0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0081_STAMPING: V 31 1934
 FK0081_MARK LOGO: CGS
 FK0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0081+STABILITY: SURFACE MOTION
 FK0081
 FK0081  HISTORY     - Date     Condition        Report By
 FK0081  HISTORY     - 1934     MONUMENTED       CGS
 FK0081  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0081
 FK0081                          STATION DESCRIPTION
 FK0081
 FK0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0081'2.1 MI S FROM WASHITA.
 FK0081'2.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0081'RAILROAD FROM THE STATION AT WASHITA, CADDO COUNTY, AT A ROAD
 FK0081'CROSSING, 100 FEET EAST OF THE TRACK, 20 FEET NORTH OF THE
 FK0081'ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED V 31 1934
 FK0081'AND SET IN THE TOP OF A CONCRETE POST.
 FK0081
 FK0081                          STATION RECOVERY (1963)
 FK0081
 FK0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0330 ***********************************************************************
 GJ0330  DESIGNATION -  V 32
 GJ0330  PID         -  GJ0330
 GJ0330  STATE/COUNTY-  OK/WOODWARD
 GJ0330  COUNTRY     -  US
 GJ0330  USGS QUAD   -  FARGO (2018)
 GJ0330
 GJ0330                         *CURRENT SURVEY CONTROL
 GJ0330  ______________________________________________________________________
 GJ0330* NAD 83(1986) POSITION- 36 25 13.     (N) 099 31 58.     (W)   SCALED
 GJ0330* NAVD 88 ORTHO HEIGHT -   664.771 (meters)     2181.00  (feet) ADJUSTED
 GJ0330  ______________________________________________________________________
 GJ0330  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0330  DYNAMIC HEIGHT  -        664.119 (meters)     2178.86  (feet) COMP
 GJ0330  MODELED GRAVITY -    979,629.7   (mgal)                       NAVD 88
 GJ0330
 GJ0330  VERT ORDER      -  FIRST     CLASS II
 GJ0330
 GJ0330.The horizontal coordinates were scaled from a map and have
 GJ0330.an estimated accuracy of +/- 6 seconds.
 GJ0330
 GJ0330.The orthometric height was determined by differential leveling and
 GJ0330.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0330.in June 1991.
 GJ0330
 GJ0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0330.GEOID18 height accuracy estimate available here.
 GJ0330
 GJ0330.Click photographs - Photos may exist for this station.
 GJ0330
 GJ0330.The dynamic height is computed by dividing the NAVD 88
 GJ0330.geopotential number by the normal gravity value computed on the
 GJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0330.degrees latitude (g = 980.6199 gals.).
 GJ0330
 GJ0330.The modeled gravity was interpolated from observed gravity values.
 GJ0330
 GJ0330;                    North         East    Units  Estimated Accuracy
 GJ0330;SPC OK N     -   158,670.      462,550.      MT  (+/- 180 meters Scaled)
 GJ0330
 GJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF522306(NAD 83)
 GJ0330
 GJ0330                          SUPERSEDED SURVEY CONTROL
 GJ0330
 GJ0330  NGVD 29 (??/??/92)  664.496  (m)         2180.10   (f) ADJ UNCH    1 2
 GJ0330
 GJ0330.Superseded values are not recommended for survey control.
 GJ0330
 GJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0330.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0330
 GJ0330_MARKER: DB = BENCH MARK DISK
 GJ0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0330_SP_SET: BRIDGE ABUTMENT
 GJ0330_STAMPING: V 32 1934
 GJ0330_MARK LOGO: CGS
 GJ0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0330
 GJ0330  HISTORY     - Date     Condition        Report By
 GJ0330  HISTORY     - 1934     MONUMENTED       CGS
 GJ0330
 GJ0330                          STATION DESCRIPTION
 GJ0330
 GJ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0330'5.7 MI NE FROM FARGO.
 GJ0330'5.7 MILES NORTHEAST OF AT AND SF DEPOT, AT FARGO IN THE SOUTH FACE
 GJ0330'OF THE NORTH ABUTMENT OF OVERHEAD BRIDGE 392 12 FEET NORTH
 GJ0330'OF THE CENTER LINE OF ATCHISON TOPEKA AND SANTE FE RAILROAD.
 GJ0330'3 FEET ABOVE THE LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0277 ***********************************************************************
 FK0277  DESIGNATION -  V 33
 FK0277  PID         -  FK0277
 FK0277  STATE/COUNTY-  OK/DEWEY
 FK0277  COUNTRY     -  US
 FK0277  USGS QUAD   -  TRAIL (2018)
 FK0277
 FK0277                         *CURRENT SURVEY CONTROL
 FK0277  ______________________________________________________________________
 FK0277* NAD 83(1986) POSITION- 35 59 18.     (N) 099 17 07.     (W)   SCALED
 FK0277* NAVD 88 ORTHO HEIGHT -   564.080 (meters)     1850.65  (feet) ADJUSTED
 FK0277  ______________________________________________________________________
 FK0277  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 FK0277  DYNAMIC HEIGHT  -        563.511 (meters)     1848.79  (feet) COMP
 FK0277  MODELED GRAVITY -    979,607.2   (mgal)                       NAVD 88
 FK0277
 FK0277  VERT ORDER      -  SECOND    CLASS 0
 FK0277
 FK0277.The horizontal coordinates were scaled from a map and have
 FK0277.an estimated accuracy of +/- 6 seconds.
 FK0277
 FK0277.The orthometric height was determined by differential leveling and
 FK0277.adjusted by the NATIONAL GEODETIC SURVEY
 FK0277.in June 1991.
 FK0277
 FK0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0277.GEOID18 height accuracy estimate available here.
 FK0277
 FK0277.Click photographs - Photos may exist for this station.
 FK0277
 FK0277.The dynamic height is computed by dividing the NAVD 88
 FK0277.geopotential number by the normal gravity value computed on the
 FK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0277.degrees latitude (g = 980.6199 gals.).
 FK0277
 FK0277.The modeled gravity was interpolated from observed gravity values.
 FK0277
 FK0277;                    North         East    Units  Estimated Accuracy
 FK0277;SPC OK N     -   110,430.      484,110.      MT  (+/- 180 meters Scaled)
 FK0277
 FK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME742826(NAD 83)
 FK0277
 FK0277                          SUPERSEDED SURVEY CONTROL
 FK0277
 FK0277  NGVD 29 (??/??/92)  563.840  (m)         1849.87   (f) ADJ UNCH    2 0
 FK0277
 FK0277.Superseded values are not recommended for survey control.
 FK0277
 FK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0277.See file dsdata.pdf to determine how the superseded data were derived.
 FK0277
 FK0277_MARKER: DB = BENCH MARK DISK
 FK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0277_STAMPING: V 33 1934
 FK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0277+STABILITY: SURFACE MOTION
 FK0277
 FK0277  HISTORY     - Date     Condition        Report By
 FK0277  HISTORY     - 1934     MONUMENTED       CGS
 FK0277  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0277
 FK0277                          STATION DESCRIPTION
 FK0277
 FK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0277'1.6 MI N FROM TRAIL.
 FK0277'1.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0277'THE STATION T TRAIL, DEWEY COUNTY, 328 FEET SOUTH OF THE SOUTH
 FK0277'END OF A BRIDGE OVER CANADIAN RIVER, 60 FEET WEST OF THE
 FK0277'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF A SECTION-LINE
 FK0277'FENCE.  A STANDARD DISK, STAMPED V 33 1934 AND SET IN THE TOP
 FK0277'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0106 ***********************************************************************
 GJ0106  DESIGNATION -  V 34
 GJ0106  PID         -  GJ0106
 GJ0106  STATE/COUNTY-  OK/BLAINE
 GJ0106  COUNTRY     -  US
 GJ0106  USGS QUAD   -  LONGDALE (2018)
 GJ0106
 GJ0106                         *CURRENT SURVEY CONTROL
 GJ0106  ______________________________________________________________________
 GJ0106* NAD 83(1986) POSITION- 36 07 59.     (N) 098 32 58.     (W)   SCALED
 GJ0106* NAVD 88 ORTHO HEIGHT -   503.174 (meters)     1650.83  (feet) ADJUSTED
 GJ0106  ______________________________________________________________________
 GJ0106  GEOID HEIGHT    -        -27.396 (meters)                     GEOID18
 GJ0106  DYNAMIC HEIGHT  -        502.707 (meters)     1649.30  (feet) COMP
 GJ0106  MODELED GRAVITY -    979,689.2   (mgal)                       NAVD 88
 GJ0106
 GJ0106  VERT ORDER      -  SECOND    CLASS 0
 GJ0106
 GJ0106.The horizontal coordinates were scaled from a map and have
 GJ0106.an estimated accuracy of +/- 6 seconds.
 GJ0106
 GJ0106.The orthometric height was determined by differential leveling and
 GJ0106.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0106.in June 1991.
 GJ0106
 GJ0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0106.GEOID18 height accuracy estimate available here.
 GJ0106
 GJ0106.Click photographs - Photos may exist for this station.
 GJ0106
 GJ0106.The dynamic height is computed by dividing the NAVD 88
 GJ0106.geopotential number by the normal gravity value computed on the
 GJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0106.degrees latitude (g = 980.6199 gals.).
 GJ0106
 GJ0106.The modeled gravity was interpolated from observed gravity values.
 GJ0106
 GJ0106;                    North         East    Units  Estimated Accuracy
 GJ0106;SPC OK N     -   125,860.      550,550.      MT  (+/- 180 meters Scaled)
 GJ0106
 GJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE405988(NAD 83)
 GJ0106
 GJ0106                          SUPERSEDED SURVEY CONTROL
 GJ0106
 GJ0106  NGVD 29 (??/??/92)  502.984  (m)         1650.21   (f) ADJ UNCH    2 0
 GJ0106
 GJ0106.Superseded values are not recommended for survey control.
 GJ0106
 GJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0106.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0106
 GJ0106_MARKER: DB = BENCH MARK DISK
 GJ0106_STAMPING: V 34 1934
 GJ0106_MARK LOGO: CGS
 GJ0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0106
 GJ0106  HISTORY     - Date     Condition        Report By
 GJ0106  HISTORY     - 1934     MONUMENTED       CGS
 GJ0106  HISTORY     - 1935     GOOD             CGS
 GJ0106
 GJ0106                          STATION DESCRIPTION
 GJ0106
 GJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0106'AT LONGDALE.
 GJ0106'AT LONGDALE, BLAINE COUNTY, OKLAHOMA, 557 FEET SOUTHEAST OF
 GJ0106'THE W.B. JOHNSON GRAIN COMPANY ELEVATOR, 225 FEET EAST OF THE
 GJ0106'INTERSECTION OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND MAIN
 GJ0106'STREET OF LONGDALE, 45 FEET SOUTH OF THE CENTER LINE OF MAIN
 GJ0106'STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0438 ***********************************************************************
 GH0438  DESIGNATION -  V 35
 GH0438  PID         -  GH0438
 GH0438  STATE/COUNTY-  OK/GARFIELD
 GH0438  COUNTRY     -  US
 GH0438  USGS QUAD   -  ENID WEST (2018)
 GH0438
 GH0438                         *CURRENT SURVEY CONTROL
 GH0438  ______________________________________________________________________
 GH0438* NAD 83(1986) POSITION- 36 23 17.     (N) 097 54 49.     (W)   SCALED
 GH0438* NAVD 88 ORTHO HEIGHT -   385.624 (meters)     1265.17  (feet) ADJUSTED
 GH0438  ______________________________________________________________________
 GH0438  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 GH0438  DYNAMIC HEIGHT  -        385.285 (meters)     1264.06  (feet) COMP
 GH0438  MODELED GRAVITY -    979,739.6   (mgal)                       NAVD 88
 GH0438
 GH0438  VERT ORDER      -  SECOND    CLASS 0
 GH0438
 GH0438.The horizontal coordinates were scaled from a map and have
 GH0438.an estimated accuracy of +/- 6 seconds.
 GH0438
 GH0438.The orthometric height was determined by differential leveling and
 GH0438.adjusted by the NATIONAL GEODETIC SURVEY
 GH0438.in June 1991.
 GH0438
 GH0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0438.GEOID18 height accuracy estimate available here.
 GH0438
 GH0438.Click photographs - Photos may exist for this station.
 GH0438
 GH0438.The dynamic height is computed by dividing the NAVD 88
 GH0438.geopotential number by the normal gravity value computed on the
 GH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0438.degrees latitude (g = 980.6199 gals.).
 GH0438
 GH0438.The modeled gravity was interpolated from observed gravity values.
 GH0438
 GH0438;                    North         East    Units  Estimated Accuracy
 GH0438;SPC OK N     -   154,010.      607,750.      MT  (+/- 180 meters Scaled)
 GH0438
 GH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF974275(NAD 83)
 GH0438
 GH0438                          SUPERSEDED SURVEY CONTROL
 GH0438
 GH0438  NGVD 29 (??/??/92)  385.480  (m)         1264.70   (f) ADJ UNCH    2 0
 GH0438
 GH0438.Superseded values are not recommended for survey control.
 GH0438
 GH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0438.See file dsdata.pdf to determine how the superseded data were derived.
 GH0438
 GH0438_MARKER: DB = BENCH MARK DISK
 GH0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0438_STAMPING: V 35 1934
 GH0438_MARK LOGO: CGS
 GH0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0438+STABILITY: SURFACE MOTION
 GH0438
 GH0438  HISTORY     - Date     Condition        Report By
 GH0438  HISTORY     - 1934     MONUMENTED       CGS
 GH0438
 GH0438                          STATION DESCRIPTION
 GH0438
 GH0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0438'2.9 MI SW FROM ENID.
 GH0438'2.9 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0438'FROM THE POST OFFICE AT ENID, GARFIELD COUNTY, 88 FEET NORTHEAST
 GH0438'OF MILEPOST 588, 38 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 GH0438'AND 12 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0438'STAMPED V 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0337 ***********************************************************************
 EM0337  DESIGNATION -  V 36
 EM0337  PID         -  EM0337
 EM0337  STATE/COUNTY-  OK/TILLMAN
 EM0337  COUNTRY     -  US
 EM0337  USGS QUAD   -  FREDERICK (2018)
 EM0337
 EM0337                         *CURRENT SURVEY CONTROL
 EM0337  ______________________________________________________________________
 EM0337* NAD 83(1986) POSITION- 34 25 14.     (N) 099 00 39.     (W)   SCALED
 EM0337* NAVD 88 ORTHO HEIGHT -   407.445 (meters)     1336.76  (feet) ADJUSTED
 EM0337  ______________________________________________________________________
 EM0337  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 EM0337  DYNAMIC HEIGHT  -        407.003 (meters)     1335.31  (feet) COMP
 EM0337  MODELED GRAVITY -    979,538.8   (mgal)                       NAVD 88
 EM0337
 EM0337  VERT ORDER      -  SECOND    CLASS 0
 EM0337
 EM0337.The horizontal coordinates were scaled from a map and have
 EM0337.an estimated accuracy of +/- 6 seconds.
 EM0337
 EM0337.The orthometric height was determined by differential leveling and
 EM0337.adjusted by the NATIONAL GEODETIC SURVEY
 EM0337.in June 1991.
 EM0337
 EM0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0337.GEOID18 height accuracy estimate available here.
 EM0337
 EM0337.Click photographs - Photos may exist for this station.
 EM0337
 EM0337.The dynamic height is computed by dividing the NAVD 88
 EM0337.geopotential number by the normal gravity value computed on the
 EM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0337.degrees latitude (g = 980.6199 gals.).
 EM0337
 EM0337.The modeled gravity was interpolated from observed gravity values.
 EM0337
 EM0337;                    North         East    Units  Estimated Accuracy
 EM0337;SPC OK S     -   121,060.      507,080.      MT  (+/- 180 meters Scaled)
 EM0337
 EM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD990087(NAD 83)
 EM0337
 EM0337                          SUPERSEDED SURVEY CONTROL
 EM0337
 EM0337  NGVD 29 (??/??/92)  407.305  (m)         1336.30   (f) ADJ UNCH    2 0
 EM0337
 EM0337.Superseded values are not recommended for survey control.
 EM0337
 EM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0337.See file dsdata.pdf to determine how the superseded data were derived.
 EM0337
 EM0337_MARKER: DB = BENCH MARK DISK
 EM0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0337_STAMPING: V 36 1934
 EM0337_MARK LOGO: CGS
 EM0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0337+STABILITY: SURFACE MOTION
 EM0337
 EM0337  HISTORY     - Date     Condition        Report By
 EM0337  HISTORY     - 1934     MONUMENTED       CGS
 EM0337  HISTORY     - 1963     GOOD             CGS
 EM0337
 EM0337                          STATION DESCRIPTION
 EM0337
 EM0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0337'3.0 MI N FROM FREDERICK.
 EM0337'3.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0337'STATION AT FREDERICK, AT THE CROSSING OF A ROAD LEADING FROM STATE
 EM0337'HIGHWAY 14 ACROSS THE TRACK, 50 FEET WEST OF THE TRACK, 30 FEET SOUTH
 EM0337'OF THE CROSSING, AND 20 FEET SOUTH OF THE ROAD.  A STANDARD DISK,
 EM0337'STAMPED V 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0337
 EM0337                          STATION RECOVERY (1963)
 EM0337
 EM0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0025 ***********************************************************************
 EM0025  DESIGNATION -  V 37
 EM0025  PID         -  EM0025
 EM0025  STATE/COUNTY-  OK/COMANCHE
 EM0025  COUNTRY     -  US
 EM0025  USGS QUAD   -  LAWTON (2018)
 EM0025
 EM0025                         *CURRENT SURVEY CONTROL
 EM0025  ______________________________________________________________________
 EM0025* NAD 83(1986) POSITION- 34 36 09.76   (N) 098 29 31.62   (W)   HD_HELD1
 EM0025* NAVD 88 ORTHO HEIGHT -   369.844 (meters)     1213.40  (feet) ADJUSTED
 EM0025  ______________________________________________________________________
 EM0025  GEOID HEIGHT    -        -25.651 (meters)                     GEOID18
 EM0025  DYNAMIC HEIGHT  -        369.473 (meters)     1212.18  (feet) COMP
 EM0025  MODELED GRAVITY -    979,621.4   (mgal)                       NAVD 88
 EM0025
 EM0025  VERT ORDER      -  SECOND    CLASS 0
 EM0025
 EM0025.The horizontal coordinates were determined by differentially corrected
 EM0025.hand held GPS observations or other comparable positioning techniques
 EM0025.and have an estimated accuracy of +/- 3 meters.
 EM0025
 EM0025.The orthometric height was determined by differential leveling and
 EM0025.adjusted by the NATIONAL GEODETIC SURVEY
 EM0025.in June 1991.
 EM0025
 EM0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0025.GEOID18 height accuracy estimate available here.
 EM0025
 EM0025.Click photographs - Photos may exist for this station.
 EM0025
 EM0025.The dynamic height is computed by dividing the NAVD 88
 EM0025.geopotential number by the normal gravity value computed on the
 EM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0025.degrees latitude (g = 980.6199 gals.).
 EM0025
 EM0025.The modeled gravity was interpolated from observed gravity values.
 EM0025
 EM0025;                    North         East    Units  Estimated Accuracy
 EM0025;SPC OK S     -   140,913.6     554,862.6     MT  (+/- 3 meters HH1 GPS) 
 EM0025
 EM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4656829103(NAD 83)
 EM0025
 EM0025                          SUPERSEDED SURVEY CONTROL
 EM0025
 EM0025  NGVD 29 (??/??/92)  369.729  (m)         1213.02   (f) ADJ UNCH    2 0
 EM0025
 EM0025.Superseded values are not recommended for survey control.
 EM0025
 EM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0025.See file dsdata.pdf to determine how the superseded data were derived.
 EM0025
 EM0025_MARKER: DB = BENCH MARK DISK
 EM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0025_STAMPING: V 37 1934
 EM0025_MARK LOGO: CGS
 EM0025_PROJECTION: RECESSED 1 CENTIMETERS
 EM0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0025+STABILITY: SURFACE MOTION
 EM0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0025+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0025
 EM0025  HISTORY     - Date     Condition        Report By
 EM0025  HISTORY     - 1934     MONUMENTED       CGS
 EM0025  HISTORY     - 1963     GOOD             CGS
 EM0025  HISTORY     - 20000101 GOOD             LOCSUR
 EM0025  HISTORY     - 20010913 GOOD             LOCSUR
 EM0025  HISTORY     - 20090612 GOOD             INDIV
 EM0025  HISTORY     - 20090617 GOOD             OPUS
 EM0025  HISTORY     - 20120402 GOOD             INDIV
 EM0025  HISTORY     - 20140729 GOOD             GEOCAC
 EM0025  HISTORY     - 20180711 GOOD             OKDOT
 EM0025
 EM0025                          STATION DESCRIPTION
 EM0025
 EM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0025'5.6 MI W FROM LAWTON.
 EM0025'5.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM LAWTON,
 EM0025'COMANCHE COUNTY, AT A ROAD CROSSING, 46.0 FEET SOUTH OF THE SOUTH
 EM0025'RAIL, 41.0 FEET EAST OF THE CENTER OF THE ROAD, 5.0 FEET EAST OF A
 EM0025'CORNER FENCE POST AND ON THE NORTH SIDE OF THE FENCE LINE.  A STANDARD
 EM0025'DISK, STAMPED V 37 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 EM0025'WITH THE SURFACE OF THE GROUND.
 EM0025
 EM0025                          STATION RECOVERY (2000)
 EM0025
 EM0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0025'RECOVERED IN GOOD CONDITION.  NOTE--PLANS FOR WIDENING OF 82ND STREET
 EM0025'CALL FOR THIS MARK TO BE DESTROYED.  PLANS SUBMITTED BY OKDOT.
 EM0025
 EM0025                          STATION RECOVERY (2001)
 EM0025
 EM0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 EM0025'82ND STREET HAS BEEN WIDENED INTO A FOUR LANE, BUT THE MARK APPEARED
 EM0025'UNDISTURBED
 EM0025
 EM0025                          STATION RECOVERY (2009)
 EM0025
 EM0025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0025'LOCATED NEAR THE NW CORNER OF SWITZERS STORAGE. ALL TREES HAVE BEEN
 EM0025'REMOVED AND IT NOW HAS CLEAR SKIES.
 EM0025'THE CITY OF LAWTON HAS SUBMITTED AN OPUS-DB ON THIS STATION.
 EM0025
 EM0025                          STATION RECOVERY (2009)
 EM0025
 EM0025'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2009 (OPS)
 EM0025'THE MARK IS FOUND ABOUT 10.4 MI (16.8 KM) NORTHWEST OF GERONIMO, 5.8
 EM0025'MI (9.4 KM) WEST OF LAWTON AND 1.0 MI (1.6 KM) EAST OF TAUPA.
 EM0025
 EM0025                          STATION RECOVERY (2012)
 EM0025
 EM0025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DP)
 EM0025'THERE IS A 2009 OPUS-DB ON THIS MARK. RECENT CITY OF LAWTON NETWORK
 EM0025'SOLUTION FROM 2012 CONFIRMS THE SUSPECT ELEVATION. (DS LISTS 1213.40
 EM0025'ADJ.) 2009 OPUS-DB COMPUTES 1213.93. OUR 2012 CITY NETWORK HOLDING SIX
 EM0025'OTHER BENCHMARKS COMPUTES IT TO BE  1213.97 NAVD-88.
 EM0025
 EM0025                          STATION RECOVERY (2014)
 EM0025
 EM0025'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0025'RECOVERED IN GOOD CONDITION.  THERE IS A WITNESS POST ON THE SOUTH
 EM0025'SIDE OF THE BENCHMARK.  IT SITS ABOUT 4 INCHES BELOW THE SURFACE AND
 EM0025'MAY REQUIRE DIGGING TO UNCOVER.  IT IS STAMPED V 37 AND DATED 1954.
 EM0025
 EM0025                          STATION RECOVERY (2018)
 EM0025
 EM0025'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0458 ***********************************************************************
 EL0458  DESIGNATION -  V 39
 EL0458  PID         -  EL0458
 EL0458  STATE/COUNTY-  OK/MURRAY
 EL0458  COUNTRY     -  US
 EL0458  USGS QUAD   -  DOUGHERTY (2018)
 EL0458
 EL0458                         *CURRENT SURVEY CONTROL
 EL0458  ______________________________________________________________________
 EL0458* NAD 83(1986) POSITION- 34 25 16.     (N) 097 04 42.     (W)   SCALED
 EL0458* NAVD 88 ORTHO HEIGHT -   239.856 (meters)      786.93  (feet) ADJUSTED
 EL0458  ______________________________________________________________________
 EL0458  GEOID HEIGHT    -        -25.304 (meters)                     GEOID18
 EL0458  DYNAMIC HEIGHT  -        239.620 (meters)      786.15  (feet) COMP
 EL0458  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 EL0458
 EL0458  VERT ORDER      -  SECOND    CLASS 0
 EL0458
 EL0458.The horizontal coordinates were scaled from a map and have
 EL0458.an estimated accuracy of +/- 6 seconds.
 EL0458
 EL0458.The orthometric height was determined by differential leveling and
 EL0458.adjusted by the NATIONAL GEODETIC SURVEY
 EL0458.in June 1991.
 EL0458
 EL0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0458.GEOID18 height accuracy estimate available here.
 EL0458
 EL0458.Click photographs - Photos may exist for this station.
 EL0458
 EL0458.The dynamic height is computed by dividing the NAVD 88
 EL0458.geopotential number by the normal gravity value computed on the
 EL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0458.degrees latitude (g = 980.6199 gals.).
 EL0458
 EL0458.The modeled gravity was interpolated from observed gravity values.
 EL0458
 EL0458;                    North         East    Units  Estimated Accuracy
 EL0458;SPC OK S     -   121,050.      684,720.      MT  (+/- 180 meters Scaled)
 EL0458
 EL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD765105(NAD 83)
 EL0458
 EL0458                          SUPERSEDED SURVEY CONTROL
 EL0458
 EL0458  NGVD 29 (??/??/92)  239.801  (m)          786.75   (f) ADJ UNCH    2 0
 EL0458
 EL0458.Superseded values are not recommended for survey control.
 EL0458
 EL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0458.See file dsdata.pdf to determine how the superseded data were derived.
 EL0458
 EL0458_MARKER: DB = BENCH MARK DISK
 EL0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0458_STAMPING: V 39 1934
 EL0458_MARK LOGO: CGS
 EL0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0458+STABILITY: SURFACE MOTION
 EL0458
 EL0458  HISTORY     - Date     Condition        Report By
 EL0458  HISTORY     - 1934     MONUMENTED       CGS
 EL0458  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0458  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0458
 EL0458                          STATION DESCRIPTION
 EL0458
 EL0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0458'2 MI N FROM DOUGHERTY.
 EL0458'2.0 MILES NORTH OF DOUGHERTY G.C. AND S.F. DEPOT.  EAST OF CULVERT
 EL0458'471 B.  UNDER SECOND TELEPHONE LINE EAST AND 12 FEET ABOVE THE
 EL0458'GULF COLORADO AND SANTA FE RR TRACK.
 EL0458
 EL0458                          STATION RECOVERY (1963)
 EL0458
 EL0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0458'MARK NOT FOUND.
 EL0458
 EL0458                          STATION RECOVERY (2018)
 EL0458
 EL0458'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0252 ***********************************************************************
 FH0252  DESIGNATION -  V 4
 FH0252  PID         -  FH0252
 FH0252  STATE/COUNTY-  OK/LE FLORE
 FH0252  COUNTRY     -  US
 FH0252  USGS QUAD   -  PANAMA (2018)
 FH0252
 FH0252                         *CURRENT SURVEY CONTROL
 FH0252  ______________________________________________________________________
 FH0252* NAD 83(1986) POSITION- 35 11 14.     (N) 094 44 06.     (W)   SCALED
 FH0252* NAVD 88 ORTHO HEIGHT -   152.541 (meters)      500.46  (feet) ADJUSTED
 FH0252  ______________________________________________________________________
 FH0252  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 FH0252  DYNAMIC HEIGHT  -        152.392 (meters)      499.97  (feet) COMP
 FH0252  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 FH0252
 FH0252  VERT ORDER      -  FIRST     CLASS II
 FH0252
 FH0252.The horizontal coordinates were scaled from a map and have
 FH0252.an estimated accuracy of +/- 6 seconds.
 FH0252
 FH0252.The orthometric height was determined by differential leveling and
 FH0252.adjusted by the NATIONAL GEODETIC SURVEY
 FH0252.in June 1991.
 FH0252
 FH0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0252.GEOID18 height accuracy estimate available here.
 FH0252
 FH0252.Click photographs - Photos may exist for this station.
 FH0252
 FH0252.The dynamic height is computed by dividing the NAVD 88
 FH0252.geopotential number by the normal gravity value computed on the
 FH0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0252.degrees latitude (g = 980.6199 gals.).
 FH0252
 FH0252.The modeled gravity was interpolated from observed gravity values.
 FH0252
 FH0252;                    North         East    Units  Estimated Accuracy
 FH0252;SPC OK S     -   210,460.      897,320.      MT  (+/- 180 meters Scaled)
 FH0252
 FH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU420951(NAD 83)
 FH0252
 FH0252                          SUPERSEDED SURVEY CONTROL
 FH0252
 FH0252  NGVD 29 (??/??/92)  152.434  (m)          500.11   (f) ADJ UNCH    1 2
 FH0252
 FH0252.Superseded values are not recommended for survey control.
 FH0252
 FH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0252.See file dsdata.pdf to determine how the superseded data were derived.
 FH0252
 FH0252_MARKER: DB = BENCH MARK DISK
 FH0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0252_STAMPING: 500.111 V 4 1933
 FH0252_MARK LOGO: CGS
 FH0252_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0252+STABILITY: SURFACE MOTION
 FH0252
 FH0252  HISTORY     - Date     Condition        Report By
 FH0252  HISTORY     - 1933     MONUMENTED       CGS
 FH0252  HISTORY     - 1959     GOOD             CGS
 FH0252
 FH0252                          STATION DESCRIPTION
 FH0252
 FH0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0252'2.7 MI E FROM BOKOSHE.
 FH0252'2.7 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0252'FROM BOKOSHE, LE FLORE COUNTY, AT THE CROSSING OF STATE HIGHWAY
 FH0252'31, 33 FEET NORTH OF THE OLD ROADBED, 32 FEET WEST OF THE
 FH0252'CENTERLINE OF THE GRAVEL ROAD, 5 FEET EAST OF A TELEPHONE POLE,
 FH0252'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 FH0252'GROUND.  NOTE-- STATE HIGHWAY 3J NOR PARALLELS THE RAILROAD AT
 FH0252'THIS POINT.  THE MARK IS 5 FEET EAST OF POLE 24/10 AND IS JUST
 FH0252'BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0162 ***********************************************************************
 EL0162  DESIGNATION -  V 40
 EL0162  PID         -  EL0162
 EL0162  STATE/COUNTY-  OK/CARTER
 EL0162  COUNTRY     -  US
 EL0162  USGS QUAD   -  MANNSVILLE (2018)
 EL0162
 EL0162                         *CURRENT SURVEY CONTROL
 EL0162  ______________________________________________________________________
 EL0162* NAD 83(1986) POSITION- 34 09 39.     (N) 096 59 09.     (W)   SCALED
 EL0162* NAVD 88 ORTHO HEIGHT -   263.530 (meters)      864.60  (feet) ADJUSTED
 EL0162  ______________________________________________________________________
 EL0162  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 EL0162  DYNAMIC HEIGHT  -        263.253 (meters)      863.69  (feet) COMP
 EL0162  MODELED GRAVITY -    979,577.1   (mgal)                       NAVD 88
 EL0162
 EL0162  VERT ORDER      -  FIRST     CLASS II
 EL0162
 EL0162.The horizontal coordinates were scaled from a map and have
 EL0162.an estimated accuracy of +/- 6 seconds.
 EL0162
 EL0162.The orthometric height was determined by differential leveling and
 EL0162.adjusted by the NATIONAL GEODETIC SURVEY
 EL0162.in June 1991.
 EL0162
 EL0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0162.GEOID18 height accuracy estimate available here.
 EL0162
 EL0162.Click photographs - Photos may exist for this station.
 EL0162
 EL0162.The dynamic height is computed by dividing the NAVD 88
 EL0162.geopotential number by the normal gravity value computed on the
 EL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0162.degrees latitude (g = 980.6199 gals.).
 EL0162
 EL0162.The modeled gravity was interpolated from observed gravity values.
 EL0162
 EL0162;                    North         East    Units  Estimated Accuracy
 EL0162;SPC OK S     -    92,260.      693,510.      MT  (+/- 180 meters Scaled)
 EL0162
 EL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC856818(NAD 83)
 EL0162
 EL0162                          SUPERSEDED SURVEY CONTROL
 EL0162
 EL0162  NGVD 29 (??/??/92)  263.461  (m)          864.37   (f) ADJ UNCH    1 2
 EL0162
 EL0162.Superseded values are not recommended for survey control.
 EL0162
 EL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0162.See file dsdata.pdf to determine how the superseded data were derived.
 EL0162
 EL0162_MARKER: DB = BENCH MARK DISK
 EL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0162_STAMPING: V 40 1934
 EL0162_MARK LOGO: CGS
 EL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0162+STABILITY: SURFACE MOTION
 EL0162
 EL0162  HISTORY     - Date     Condition        Report By
 EL0162  HISTORY     - 1934     MONUMENTED       CGS
 EL0162  HISTORY     - 1961     MARK NOT FOUND   USGS
 EL0162
 EL0162                          STATION DESCRIPTION
 EL0162
 EL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0162'1.8 MI W FROM DURWOOD.
 EL0162'1.8 MILES WEST OF DURWOOD ST. L AND S.F. RR DEPOT.  AT ST. LOUIS
 EL0162'AND SAN FRANCISCO RR CROSSING, MILE POST 106.25.  40 FEET NORTH OF
 EL0162'TRACK, 20 FEET EAST OF THE ROAD.
 EL0162
 EL0162                          STATION RECOVERY (1961)
 EL0162
 EL0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0550 ***********************************************************************
 EL0550  DESIGNATION -  V 41
 EL0550  PID         -  EL0550
 EL0550  STATE/COUNTY-  OK/GRADY
 EL0550  COUNTRY     -  US
 EL0550  USGS QUAD   -  NINNEKAH (2018)
 EL0550
 EL0550                         *CURRENT SURVEY CONTROL
 EL0550  ______________________________________________________________________
 EL0550* NAD 83(1986) POSITION- 34 57 05.     (N) 097 55 38.     (W)   SCALED
 EL0550* NAVD 88 ORTHO HEIGHT -   330.190 (meters)     1083.30  (feet) ADJUSTED
 EL0550  ______________________________________________________________________
 EL0550  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 EL0550  DYNAMIC HEIGHT  -        329.864 (meters)     1082.23  (feet) COMP
 EL0550  MODELED GRAVITY -    979,639.0   (mgal)                       NAVD 88
 EL0550
 EL0550  VERT ORDER      -  FIRST     CLASS II
 EL0550
 EL0550.The horizontal coordinates were scaled from a map and have
 EL0550.an estimated accuracy of +/- 6 seconds.
 EL0550
 EL0550.The orthometric height was determined by differential leveling and
 EL0550.adjusted by the NATIONAL GEODETIC SURVEY
 EL0550.in June 1991.
 EL0550
 EL0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0550.GEOID18 height accuracy estimate available here.
 EL0550
 EL0550.Click photographs - Photos may exist for this station.
 EL0550
 EL0550.The dynamic height is computed by dividing the NAVD 88
 EL0550.geopotential number by the normal gravity value computed on the
 EL0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0550.degrees latitude (g = 980.6199 gals.).
 EL0550
 EL0550.The modeled gravity was interpolated from observed gravity values.
 EL0550
 EL0550;                    North         East    Units  Estimated Accuracy
 EL0550;SPC OK S     -   179,490.      606,650.      MT  (+/- 180 meters Scaled)
 EL0550
 EL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND979681(NAD 83)
 EL0550
 EL0550                          SUPERSEDED SURVEY CONTROL
 EL0550
 EL0550  NGVD 29 (??/??/92)  330.098  (m)         1083.00   (f) ADJ UNCH    1 2
 EL0550
 EL0550.Superseded values are not recommended for survey control.
 EL0550
 EL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0550.See file dsdata.pdf to determine how the superseded data were derived.
 EL0550
 EL0550_MARKER: DB = BENCH MARK DISK
 EL0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0550_STAMPING: V 41 1934
 EL0550_MARK LOGO: CGS
 EL0550_PROJECTION: PROJECTING 9 CENTIMETERS
 EL0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0550+STABILITY: SURFACE MOTION
 EL0550
 EL0550  HISTORY     - Date     Condition        Report By
 EL0550  HISTORY     - 1934     MONUMENTED       CGS
 EL0550  HISTORY     - 1953     GOOD             CGS
 EL0550  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0550
 EL0550                          STATION DESCRIPTION
 EL0550
 EL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0550'AT NINNEKAH.
 EL0550'AT NINNEKAH, 205 FEET NORTH OF THE NORTH END OF THE CHICAGO,
 EL0550'ROCK ISLAND AND PACIFIC RAILROAD STATION, 18 FEET EAST OF THE
 EL0550'EAST RAIL OF THE MAIN TRACK, 16 FEET WEST OF THE WEST RAIL OF
 EL0550'A SIDE TRACK, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 EL0550'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EL0550
 EL0550                          STATION RECOVERY (1986)
 EL0550
 EL0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0327 ***********************************************************************
 EL0327  DESIGNATION -  V 42
 EL0327  PID         -  EL0327
 EL0327  STATE/COUNTY-  OK/GARVIN
 EL0327  COUNTRY     -  US
 EL0327  USGS QUAD   -  PAOLI (2018)
 EL0327
 EL0327                         *CURRENT SURVEY CONTROL
 EL0327  ______________________________________________________________________
 EL0327* NAD 83(1986) POSITION- 34 46 22.     (N) 097 18 26.     (W)   SCALED
 EL0327* NAVD 88 ORTHO HEIGHT -   277.275 (meters)      909.69  (feet) ADJUSTED
 EL0327  ______________________________________________________________________
 EL0327  GEOID HEIGHT    -        -25.632 (meters)                     GEOID18
 EL0327  DYNAMIC HEIGHT  -        277.005 (meters)      908.81  (feet) COMP
 EL0327  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 EL0327
 EL0327  VERT ORDER      -  SECOND    CLASS 0
 EL0327
 EL0327.The horizontal coordinates were scaled from a map and have
 EL0327.an estimated accuracy of +/- 6 seconds.
 EL0327
 EL0327.The orthometric height was determined by differential leveling and
 EL0327.adjusted by the NATIONAL GEODETIC SURVEY
 EL0327.in June 1991.
 EL0327
 EL0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0327.GEOID18 height accuracy estimate available here.
 EL0327
 EL0327.Click photographs - Photos may exist for this station.
 EL0327
 EL0327.The dynamic height is computed by dividing the NAVD 88
 EL0327.geopotential number by the normal gravity value computed on the
 EL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0327.degrees latitude (g = 980.6199 gals.).
 EL0327
 EL0327.The modeled gravity was interpolated from observed gravity values.
 EL0327
 EL0327;                    North         East    Units  Estimated Accuracy
 EL0327;SPC OK S     -   159,890.      663,410.      MT  (+/- 180 meters Scaled)
 EL0327
 EL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD549491(NAD 83)
 EL0327
 EL0327                          SUPERSEDED SURVEY CONTROL
 EL0327
 EL0327  NGVD 29 (??/??/92)  277.200  (m)          909.45   (f) ADJ UNCH    2 0
 EL0327
 EL0327.Superseded values are not recommended for survey control.
 EL0327
 EL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0327.See file dsdata.pdf to determine how the superseded data were derived.
 EL0327
 EL0327_MARKER: DB = BENCH MARK DISK
 EL0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0327_STAMPING: V 42 1934
 EL0327_MARK LOGO: CGS
 EL0327_PROJECTION: PROJECTING 15 CENTIMETERS
 EL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0327+STABILITY: SURFACE MOTION
 EL0327
 EL0327  HISTORY     - Date     Condition        Report By
 EL0327  HISTORY     - 1934     MONUMENTED       CGS
 EL0327  HISTORY     - 1963     GOOD             USGS
 EL0327
 EL0327                          STATION DESCRIPTION
 EL0327
 EL0327'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0327'8.4 MI SE FROM MAYSVILLE.
 EL0327'MAYSVILLE, 3.1 MILES SOUTH AND 5.3 MILES EAST OF, 2.2 MILES
 EL0327'NORTH AND 4.9 MILES WEST OF PAULS VALLEY, T. 4 N., R. 1 W., NEAR
 EL0327'THE CENTER OF THE SOUTHEAST 1/4 OF SEC. 33, 100 FT. SOUTH AND
 EL0327'1226 FT. EAST OF RAILROAD FROM X-ING OF PRIVATE NORTH-SOUTH ROAD,
 EL0327'1 FT. WEST OF A VERTICAL RAIL DRIVEN INTO THE GROUND TO SERVE
 EL0327'AS THE SOUTH R.O.W. FOR THE RAILROAD, IN CONCRETE POST PROJECTING
 EL0327'6 INCHES, STANDARD DISK STAMPED V 42 1934 PAINTED B.M.  C AND OS
 EL0327'LINE 44 WE WERE TOLD BY A LOCAL RESIDENT THAT THE B.M. HAD
 EL0327'BEEN MOVED AT ONE TIME, SO THIS MAY EXPLAIN THE DIFFERENCE IN
 EL0327'ELEVATION WE ARRIVED AT IN TYING TO THE POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0837 ***********************************************************************
 DN0837  DESIGNATION -  V 43
 DN0837  PID         -  DN0837
 DN0837  STATE/COUNTY-  OK/JEFFERSON
 DN0837  COUNTRY     -  US
 DN0837  USGS QUAD   -  TERRAL (2019)
 DN0837
 DN0837                         *CURRENT SURVEY CONTROL
 DN0837  ______________________________________________________________________
 DN0837* NAD 83(1986) POSITION- 33 58 05.0    (N) 097 56 30.4    (W)   HD_HELD2
 DN0837* NAVD 88 ORTHO HEIGHT -   260.379 (meters)      854.26  (feet) ADJUSTED
 DN0837  ______________________________________________________________________
 DN0837  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 DN0837  DYNAMIC HEIGHT  -        260.100 (meters)      853.34  (feet) COMP
 DN0837  MODELED GRAVITY -    979,559.9   (mgal)                       NAVD 88
 DN0837
 DN0837  VERT ORDER      -  FIRST     CLASS II
 DN0837
 DN0837.The horizontal coordinates were established by autonomous hand held GPS
 DN0837.observations and have an estimated accuracy of +/- 10 meters.
 DN0837
 DN0837.The orthometric height was determined by differential leveling and
 DN0837.adjusted by the NATIONAL GEODETIC SURVEY
 DN0837.in June 1991.
 DN0837
 DN0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0837.GEOID18 height accuracy estimate available here.
 DN0837
 DN0837.Click photographs - Photos may exist for this station.
 DN0837
 DN0837.The dynamic height is computed by dividing the NAVD 88
 DN0837.geopotential number by the normal gravity value computed on the
 DN0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0837.degrees latitude (g = 980.6199 gals.).
 DN0837
 DN0837.The modeled gravity was interpolated from observed gravity values.
 DN0837
 DN0837;                    North         East    Units  Estimated Accuracy
 DN0837;SPC OK S     -    70,408.      605,381.      MT  (+/- 10 meters HH2 GPS)
 DN0837
 DN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9776359118(NAD 83)
 DN0837
 DN0837                          SUPERSEDED SURVEY CONTROL
 DN0837
 DN0837  NGVD 29 (??/??/92)  260.238  (m)          853.80   (f) ADJ UNCH    1 2
 DN0837
 DN0837.Superseded values are not recommended for survey control.
 DN0837
 DN0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0837.See file dsdata.pdf to determine how the superseded data were derived.
 DN0837
 DN0837_MARKER: DB = BENCH MARK DISK
 DN0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0837_STAMPING: V 43 1934
 DN0837_MARK LOGO: CGS
 DN0837_PROJECTION: PROJECTING 30 CENTIMETERS
 DN0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0837+STABILITY: SURFACE MOTION
 DN0837
 DN0837  HISTORY     - Date     Condition        Report By
 DN0837  HISTORY     - 1934     MONUMENTED       CGS
 DN0837  HISTORY     - 1963     GOOD             CGS
 DN0837  HISTORY     - 1986     GOOD             NGS
 DN0837
 DN0837                          STATION DESCRIPTION
 DN0837
 DN0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DN0837'3.7 MI S FROM RYAN.
 DN0837'3.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0837'FROM THE STATION AT RYAN, JEFFERSON COUNTY, 460 FEET SOUTH OF THE
 DN0837'TENTH POLE SOUTH OF MILEPOST 514, 85.0 FEET WEST OF THE WEST RAIL, 75
 DN0837'FEET WEST OF THE CROSSING OF A SECTION-LINE ROAD WHICH IS AN OFFSET TO
 DN0837'THE NORTH FROM THE SECTION LINE, AND 8 FEET WEST OF THE WEST
 DN0837'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 43 1934 AND SET IN THE
 DN0837'TOP OF A CONCRETE POST.
 DN0837
 DN0837                          STATION RECOVERY (1986)
 DN0837
 DN0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0837'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  22.2 KM
 DN0837'(13.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0837'HIGHWAY 70 IN WAURIKA, 68.6 M (22.5 1 FT) WEST OF THE CENTERLINE OF
 DN0837'THE HIGHWAY, 25.9 M (85.0 FT) WEST OF THE NEAR RAIL OF THE OKLAHOMA
 DN0837'KANSAS TEXAS RAILROAD, AND 8.1 M (26.6 FT) NORTH-NORTHEAST OF A
 DN0837'UTILITY POLE.
 DN0837'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DN0837'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0347 ***********************************************************************
 EL0347  DESIGNATION -  V 44
 EL0347  PID         -  EL0347
 EL0347  STATE/COUNTY-  OK/MCCLAIN
 EL0347  COUNTRY     -  US
 EL0347  USGS QUAD   -  BYARS (2018)
 EL0347
 EL0347                         *CURRENT SURVEY CONTROL
 EL0347  ______________________________________________________________________
 EL0347* NAD 83(1986) POSITION- 34 52 01.     (N) 097 03 42.     (W)   SCALED
 EL0347* NAVD 88 ORTHO HEIGHT -   303.134 (meters)      994.53  (feet) ADJUSTED
 EL0347  ______________________________________________________________________
 EL0347  GEOID HEIGHT    -        -25.919 (meters)                     GEOID18
 EL0347  DYNAMIC HEIGHT  -        302.838 (meters)      993.56  (feet) COMP
 EL0347  MODELED GRAVITY -    979,651.0   (mgal)                       NAVD 88
 EL0347
 EL0347  VERT ORDER      -  SECOND    CLASS 0
 EL0347
 EL0347.The horizontal coordinates were scaled from a map and have
 EL0347.an estimated accuracy of +/- 6 seconds.
 EL0347
 EL0347.The orthometric height was determined by differential leveling and
 EL0347.adjusted by the NATIONAL GEODETIC SURVEY
 EL0347.in June 1991.
 EL0347
 EL0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0347.GEOID18 height accuracy estimate available here.
 EL0347
 EL0347.Click photographs - Photos may exist for this station.
 EL0347
 EL0347.The dynamic height is computed by dividing the NAVD 88
 EL0347.geopotential number by the normal gravity value computed on the
 EL0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0347.degrees latitude (g = 980.6199 gals.).
 EL0347
 EL0347.The modeled gravity was interpolated from observed gravity values.
 EL0347
 EL0347;                    North         East    Units  Estimated Accuracy
 EL0347;SPC OK S     -   170,510.      685,790.      MT  (+/- 180 meters Scaled)
 EL0347
 EL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD771600(NAD 83)
 EL0347
 EL0347                          SUPERSEDED SURVEY CONTROL
 EL0347
 EL0347  NGVD 29 (??/??/92)  303.047  (m)          994.25   (f) ADJ UNCH    2 0
 EL0347
 EL0347.Superseded values are not recommended for survey control.
 EL0347
 EL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0347.See file dsdata.pdf to determine how the superseded data were derived.
 EL0347
 EL0347_MARKER: DB = BENCH MARK DISK
 EL0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0347_STAMPING: V 44 1934
 EL0347_MARK LOGO: CGS
 EL0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0347+STABILITY: SURFACE MOTION
 EL0347
 EL0347  HISTORY     - Date     Condition        Report By
 EL0347  HISTORY     - 1934     MONUMENTED       CGS
 EL0347
 EL0347                          STATION DESCRIPTION
 EL0347
 EL0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0347'0.8 MI SW FROM BYARS.
 EL0347'0.25 MILE SOUTH OF MILE POST 170.  105 FEET NORTHWEST OF
 EL0347'ATCHISON-TOPEKA AND SANTA FE PUMP HOUSE.  90 FEET WEST OF THE
 EL0347'NEAREST RAIL OF THE TRACK.  ON THE WEST PROPERTY LINE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0002 ***********************************************************************
 EL0002  DESIGNATION -  V 45
 EL0002  PID         -  EL0002
 EL0002  STATE/COUNTY-  OK/COAL
 EL0002  COUNTRY     -  US
 EL0002  USGS QUAD   -  TUPELO (2018)
 EL0002
 EL0002                         *CURRENT SURVEY CONTROL
 EL0002  ______________________________________________________________________
 EL0002* NAD 83(1986) POSITION- 34 36 19.     (N) 096 27 33.     (W)   SCALED
 EL0002* NAVD 88 ORTHO HEIGHT -   205.840 (meters)      675.33  (feet) ADJUSTED
 EL0002  ______________________________________________________________________
 EL0002  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 EL0002  DYNAMIC HEIGHT  -        205.637 (meters)      674.66  (feet) COMP
 EL0002  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 EL0002
 EL0002  VERT ORDER      -  SECOND    CLASS 0
 EL0002
 EL0002.The horizontal coordinates were scaled from a map and have
 EL0002.an estimated accuracy of +/- 6 seconds.
 EL0002
 EL0002.The orthometric height was determined by differential leveling and
 EL0002.adjusted by the NATIONAL GEODETIC SURVEY
 EL0002.in June 1991.
 EL0002
 EL0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0002.GEOID18 height accuracy estimate available here.
 EL0002
 EL0002.Click photographs - Photos may exist for this station.
 EL0002
 EL0002.The dynamic height is computed by dividing the NAVD 88
 EL0002.geopotential number by the normal gravity value computed on the
 EL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0002.degrees latitude (g = 980.6199 gals.).
 EL0002
 EL0002.The modeled gravity was interpolated from observed gravity values.
 EL0002
 EL0002;                    North         East    Units  Estimated Accuracy
 EL0002;SPC OK S     -   142,170.      741,320.      MT  (+/- 180 meters Scaled)
 EL0002
 EL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD329322(NAD 83)
 EL0002
 EL0002                          SUPERSEDED SURVEY CONTROL
 EL0002
 EL0002  NGVD 29 (??/??/92)  205.766  (m)          675.08   (f) ADJ UNCH    2 0
 EL0002
 EL0002.Superseded values are not recommended for survey control.
 EL0002
 EL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0002.See file dsdata.pdf to determine how the superseded data were derived.
 EL0002
 EL0002_MARKER: DB = BENCH MARK DISK
 EL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0002_STAMPING: V 45 1934
 EL0002_MARK LOGO: CGS
 EL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0002+STABILITY: SURFACE MOTION
 EL0002
 EL0002  HISTORY     - Date     Condition        Report By
 EL0002  HISTORY     - 1934     MONUMENTED       CGS
 EL0002
 EL0002                          STATION DESCRIPTION
 EL0002
 EL0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0002'1.9 MI NW FROM TUPELO.
 EL0002'1.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EL0002'RAILWAY FROM THE STATION AT TUPELO, COAL COUNTY, 0.3 MILE
 EL0002'SOUTHEAST OF BRIDGE 19 A, 150 FEET SOUTH OF THE OKLAHOMA
 EL0002'CITY-ADA-ATOKA RAILWAY TRACK, 49 FEET SOUTH OF THE SOUTH RAIL OF
 EL0002'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK, AND 26 FEET
 EL0002'WEST OF THE CENTER LINE OF A SECTION-LINE ROAD.  A STANDRD DISK,
 EL0002'STAMPED V 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0127 ***********************************************************************
 GH0127  DESIGNATION -  V 47
 GH0127  PID         -  GH0127
 GH0127  STATE/COUNTY-  OK/PAWNEE
 GH0127  COUNTRY     -  US
 GH0127  USGS QUAD   -  PAWNEE (2018)
 GH0127
 GH0127                         *CURRENT SURVEY CONTROL
 GH0127  ______________________________________________________________________
 GH0127* NAD 83(1986) POSITION- 36 18 27.     (N) 096 44 59.     (W)   SCALED
 GH0127* NAVD 88 ORTHO HEIGHT -   278.878 (meters)      914.95  (feet) ADJUSTED
 GH0127  ______________________________________________________________________
 GH0127  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 GH0127  DYNAMIC HEIGHT  -        278.634 (meters)      914.15  (feet) COMP
 GH0127  MODELED GRAVITY -    979,752.3   (mgal)                       NAVD 88
 GH0127
 GH0127  VERT ORDER      -  SECOND    CLASS 0
 GH0127
 GH0127.The horizontal coordinates were scaled from a map and have
 GH0127.an estimated accuracy of +/- 6 seconds.
 GH0127
 GH0127.The orthometric height was determined by differential leveling and
 GH0127.adjusted by the NATIONAL GEODETIC SURVEY
 GH0127.in June 1991.
 GH0127
 GH0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0127.GEOID18 height accuracy estimate available here.
 GH0127
 GH0127.Click photographs - Photos may exist for this station.
 GH0127
 GH0127.The dynamic height is computed by dividing the NAVD 88
 GH0127.geopotential number by the normal gravity value computed on the
 GH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0127.degrees latitude (g = 980.6199 gals.).
 GH0127
 GH0127.The modeled gravity was interpolated from observed gravity values.
 GH0127
 GH0127;                    North         East    Units  Estimated Accuracy
 GH0127;SPC OK N     -   145,800.      712,280.      MT  (+/- 180 meters Scaled)
 GH0127
 GH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF020204(NAD 83)
 GH0127
 GH0127                          SUPERSEDED SURVEY CONTROL
 GH0127
 GH0127  NGVD 29 (??/??/92)  278.766  (m)          914.58   (f) ADJ UNCH    2 0
 GH0127
 GH0127.Superseded values are not recommended for survey control.
 GH0127
 GH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0127.See file dsdata.pdf to determine how the superseded data were derived.
 GH0127
 GH0127_MARKER: DB = BENCH MARK DISK
 GH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0127_STAMPING: V 47 1934
 GH0127_MARK LOGO: CGS
 GH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0127+STABILITY: SURFACE MOTION
 GH0127
 GH0127  HISTORY     - Date     Condition        Report By
 GH0127  HISTORY     - 1934     MONUMENTED       CGS
 GH0127  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0127
 GH0127                          STATION DESCRIPTION
 GH0127
 GH0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0127'2.2 MI W FROM CASEY.
 GH0127'2.2 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0127'THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT
 GH0127'CASEY, PAWNEE COUNTY, 66 FEET EAST OF THE FIFTH POLE EAST OF
 GH0127'MILEPOST 474, 51 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 GH0127'4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GH0127'V 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0127
 GH0127                          STATION RECOVERY (1976)
 GH0127
 GH0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0141 ***********************************************************************
 GH0141  DESIGNATION -  V 49
 GH0141  PID         -  GH0141
 GH0141  STATE/COUNTY-  OK/PAYNE
 GH0141  COUNTRY     -  US
 GH0141  USGS QUAD   -  YALE (2018)
 GH0141
 GH0141                         *CURRENT SURVEY CONTROL
 GH0141  ______________________________________________________________________
 GH0141* NAD 83(1986) POSITION- 36 05 11.     (N) 096 42 36.     (W)   SCALED
 GH0141* NAVD 88 ORTHO HEIGHT -   239.886 (meters)      787.03  (feet) ADJUSTED
 GH0141  ______________________________________________________________________
 GH0141  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GH0141  DYNAMIC HEIGHT  -        239.673 (meters)      786.33  (feet) COMP
 GH0141  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 GH0141
 GH0141  VERT ORDER      -  SECOND    CLASS 0
 GH0141
 GH0141.The horizontal coordinates were scaled from a map and have
 GH0141.an estimated accuracy of +/- 6 seconds.
 GH0141
 GH0141.The orthometric height was determined by differential leveling and
 GH0141.adjusted by the NATIONAL GEODETIC SURVEY
 GH0141.in June 1991.
 GH0141
 GH0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0141.GEOID18 height accuracy estimate available here.
 GH0141
 GH0141.Click photographs - Photos may exist for this station.
 GH0141
 GH0141.The dynamic height is computed by dividing the NAVD 88
 GH0141.geopotential number by the normal gravity value computed on the
 GH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0141.degrees latitude (g = 980.6199 gals.).
 GH0141
 GH0141.The modeled gravity was interpolated from observed gravity values.
 GH0141
 GH0141;                    North         East    Units  Estimated Accuracy
 GH0141;SPC OK N     -   121,310.      716,180.      MT  (+/- 180 meters Scaled)
 GH0141
 GH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE061959(NAD 83)
 GH0141
 GH0141                          SUPERSEDED SURVEY CONTROL
 GH0141
 GH0141  NGVD 29 (??/??/92)  239.792  (m)          786.72   (f) ADJ UNCH    2 0
 GH0141
 GH0141.Superseded values are not recommended for survey control.
 GH0141
 GH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0141.See file dsdata.pdf to determine how the superseded data were derived.
 GH0141
 GH0141_MARKER: DB = BENCH MARK DISK
 GH0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0141_SP_SET: PIPE RACK ABUTMENT
 GH0141_STAMPING: V 49 1934
 GH0141_MARK LOGO: CGS
 GH0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0141
 GH0141  HISTORY     - Date     Condition        Report By
 GH0141  HISTORY     - 1934     MONUMENTED       CGS
 GH0141
 GH0141                          STATION DESCRIPTION
 GH0141
 GH0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0141'1.9 MI S FROM YALE.
 GH0141'1.9 MILES SOUTH OF AT AND SF RR DEPOT, AT YALE 230 FEET SOUTHEAST
 GH0141'OF CARTOCO RAILROAD SIDING SIGNBOARD.  110 FEET EAST OF THE
 GH0141'CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  90 FEET
 GH0141'WEST OF THE CENTERLINE OF MISSOURI KANSAS AND TEXAS RAILROAD.
 GH0141'IN THE TOP OF THE MOST NORTHERLY CONCRETE ABUTMENT OF AN OLD PIPE
 GH0141'RACK FOR LOADING OIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0572 ***********************************************************************
 FH0572  DESIGNATION -  V 5
 FH0572  PID         -  FH0572
 FH0572  STATE/COUNTY-  OK/HASKELL
 FH0572  COUNTRY     -  US
 FH0572  USGS QUAD   -  KINTA (2018)
 FH0572
 FH0572                         *CURRENT SURVEY CONTROL
 FH0572  ______________________________________________________________________
 FH0572* NAD 83(1986) POSITION- 35 06 26.     (N) 095 13 34.     (W)   SCALED
 FH0572* NAVD 88 ORTHO HEIGHT -   164.434 (meters)      539.48  (feet) ADJUSTED
 FH0572  ______________________________________________________________________
 FH0572  GEOID HEIGHT    -        -30.935 (meters)                     GEOID18
 FH0572  DYNAMIC HEIGHT  -        164.270 (meters)      538.94  (feet) COMP
 FH0572  MODELED GRAVITY -    979,638.0   (mgal)                       NAVD 88
 FH0572
 FH0572  VERT ORDER      -  FIRST     CLASS II
 FH0572
 FH0572.The horizontal coordinates were scaled from a map and have
 FH0572.an estimated accuracy of +/- 6 seconds.
 FH0572
 FH0572.The orthometric height was determined by differential leveling and
 FH0572.adjusted by the NATIONAL GEODETIC SURVEY
 FH0572.in June 1991.
 FH0572
 FH0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0572.GEOID18 height accuracy estimate available here.
 FH0572
 FH0572.Click photographs - Photos may exist for this station.
 FH0572
 FH0572.The dynamic height is computed by dividing the NAVD 88
 FH0572.geopotential number by the normal gravity value computed on the
 FH0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0572.degrees latitude (g = 980.6199 gals.).
 FH0572
 FH0572.The modeled gravity was interpolated from observed gravity values.
 FH0572
 FH0572;                    North         East    Units  Estimated Accuracy
 FH0572;SPC OK S     -   200,250.      852,860.      MT  (+/- 180 meters Scaled)
 FH0572
 FH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU971872(NAD 83)
 FH0572
 FH0572                          SUPERSEDED SURVEY CONTROL
 FH0572
 FH0572  NGVD 29 (??/??/92)  164.324  (m)          539.12   (f) ADJ UNCH    1 2
 FH0572
 FH0572.Superseded values are not recommended for survey control.
 FH0572
 FH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0572.See file dsdata.pdf to determine how the superseded data were derived.
 FH0572
 FH0572_MARKER: DB = BENCH MARK DISK
 FH0572_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0572_STAMPING: 539.120 V 5 1933
 FH0572_MARK LOGO: CGS
 FH0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0572
 FH0572  HISTORY     - Date     Condition        Report By
 FH0572  HISTORY     - 1933     MONUMENTED       CGS
 FH0572  HISTORY     - 1959     GOOD             CGS
 FH0572
 FH0572                          STATION DESCRIPTION
 FH0572
 FH0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0572'1.1 MI E FROM KINTA.
 FH0572'1.1 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0572'RAILWAY FROM KINTA, HASKELL COUNTY, AT A DIRT-ROAD CROSSING,
 FH0572'48 FEET NORTH OF THE OLD ROADBED, 20 FEET WEST OF THE CENTER
 FH0572'LINE OF THE DIRT ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD
 FH0572'DISK, STAMPED 539.120 V 5 1933 AND SET IN THE TOP OF A
 FH0572'CONCRETE POST.  NOTE-- WEST SIDE OF AN OLD ABANDONED ROAD ABOUT
 FH0572'1 MILE EAST AND 0.8 MILE SOUTH OF KINTA.  IT IS JUST WEST OF
 FH0572'A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF A SMALL TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0223 ***********************************************************************
 EL0223  DESIGNATION -  V 56
 EL0223  PID         -  EL0223
 EL0223  STATE/COUNTY-  OK/MURRAY
 EL0223  COUNTRY     -  US
 EL0223  USGS QUAD   -  ROFF SOUTH (2018)
 EL0223
 EL0223                         *CURRENT SURVEY CONTROL
 EL0223  ______________________________________________________________________
 EL0223* NAD 83(1986) POSITION- 34 34 35.     (N) 096 50 53.     (W)   SCALED
 EL0223* NAVD 88 ORTHO HEIGHT -   387.145 (meters)     1270.16  (feet) ADJUSTED
 EL0223  ______________________________________________________________________
 EL0223  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 EL0223  DYNAMIC HEIGHT  -        386.760 (meters)     1268.90  (feet) COMP
 EL0223  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 EL0223
 EL0223  VERT ORDER      -  SECOND    CLASS 0
 EL0223
 EL0223.The horizontal coordinates were scaled from a map and have
 EL0223.an estimated accuracy of +/- 6 seconds.
 EL0223
 EL0223.The orthometric height was determined by differential leveling and
 EL0223.adjusted by the NATIONAL GEODETIC SURVEY
 EL0223.in June 1991.
 EL0223
 EL0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0223.GEOID18 height accuracy estimate available here.
 EL0223
 EL0223.Click photographs - Photos may exist for this station.
 EL0223
 EL0223.The dynamic height is computed by dividing the NAVD 88
 EL0223.geopotential number by the normal gravity value computed on the
 EL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0223.degrees latitude (g = 980.6199 gals.).
 EL0223
 EL0223.The modeled gravity was interpolated from observed gravity values.
 EL0223
 EL0223;                    North         East    Units  Estimated Accuracy
 EL0223;SPC OK S     -   138,490.      705,690.      MT  (+/- 180 meters Scaled)
 EL0223
 EL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD973281(NAD 83)
 EL0223
 EL0223                          SUPERSEDED SURVEY CONTROL
 EL0223
 EL0223  NGVD 29 (??/??/92)  387.049  (m)         1269.84   (f) ADJ UNCH    2 0
 EL0223
 EL0223.Superseded values are not recommended for survey control.
 EL0223
 EL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0223.See file dsdata.pdf to determine how the superseded data were derived.
 EL0223
 EL0223_MARKER: DB = BENCH MARK DISK
 EL0223_SETTING: 66 = SET IN ROCK OUTCROP
 EL0223_STAMPING: V 56 1934
 EL0223_MARK LOGO: CGS
 EL0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0223+STABILITY: POSITION/ELEVATION WELL
 EL0223
 EL0223  HISTORY     - Date     Condition        Report By
 EL0223  HISTORY     - 1934     MONUMENTED       CGS
 EL0223
 EL0223                          STATION DESCRIPTION
 EL0223
 EL0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0223'1.1 MI N FROM HICKORY.
 EL0223'1.1 MILES NORTH OF ST. L. AND SF. RR. STATION AT HICKORY.  0.2
 EL0223'MILE SOUTH OF SECTION LINE ROAD.  600 FEET NORTH OF MILE POLE
 EL0223'567.  9 FEET EAST OF NEAREST RAIL OF ST. LOUIS AND SAN FRANCISCO
 EL0223'RAILWAY TRACK.  SET IN LEDGE OF LIMESTONE, TWO FEET ABOVE THE
 EL0223'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0047 ***********************************************************************
 EL0047  DESIGNATION -  V 57
 EL0047  PID         -  EL0047
 EL0047  STATE/COUNTY-  OK/HUGHES
 EL0047  COUNTRY     -  US
 EL0047  USGS QUAD   -  ALLEN (2018)
 EL0047
 EL0047                         *CURRENT SURVEY CONTROL
 EL0047  ______________________________________________________________________
 EL0047* NAD 83(1986) POSITION- 34 59 19.     (N) 096 28 59.     (W)   SCALED
 EL0047* NAVD 88 ORTHO HEIGHT -   233.953 (meters)      767.56  (feet) ADJUSTED
 EL0047  ______________________________________________________________________
 EL0047  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 EL0047  DYNAMIC HEIGHT  -        233.726 (meters)      766.82  (feet) COMP
 EL0047  MODELED GRAVITY -    979,660.4   (mgal)                       NAVD 88
 EL0047
 EL0047  VERT ORDER      -  SECOND    CLASS 0
 EL0047
 EL0047.The horizontal coordinates were scaled from a map and have
 EL0047.an estimated accuracy of +/- 6 seconds.
 EL0047
 EL0047.The orthometric height was determined by differential leveling and
 EL0047.adjusted by the NATIONAL GEODETIC SURVEY
 EL0047.in June 1991.
 EL0047
 EL0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0047.GEOID18 height accuracy estimate available here.
 EL0047
 EL0047.Click photographs - Photos may exist for this station.
 EL0047
 EL0047.The dynamic height is computed by dividing the NAVD 88
 EL0047.geopotential number by the normal gravity value computed on the
 EL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0047.degrees latitude (g = 980.6199 gals.).
 EL0047
 EL0047.The modeled gravity was interpolated from observed gravity values.
 EL0047
 EL0047;                    North         East    Units  Estimated Accuracy
 EL0047;SPC OK S     -   184,650.      738,490.      MT  (+/- 180 meters Scaled)
 EL0047
 EL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD297746(NAD 83)
 EL0047
 EL0047                          SUPERSEDED SURVEY CONTROL
 EL0047
 EL0047  NGVD 29 (??/??/92)  233.855  (m)          767.24   (f) ADJ UNCH    2 0
 EL0047
 EL0047.Superseded values are not recommended for survey control.
 EL0047
 EL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0047.See file dsdata.pdf to determine how the superseded data were derived.
 EL0047
 EL0047_MARKER: DB = BENCH MARK DISK
 EL0047_SETTING: 66 = SET IN ROCK OUTCROP
 EL0047_STAMPING: V 57 1934
 EL0047_MARK LOGO: CGS
 EL0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0047+STABILITY: POSITION/ELEVATION WELL
 EL0047
 EL0047  HISTORY     - Date     Condition        Report By
 EL0047  HISTORY     - 1934     MONUMENTED       CGS
 EL0047  HISTORY     - 1970     GOOD             NGS
 EL0047
 EL0047                          STATION DESCRIPTION
 EL0047
 EL0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0047'4.2 MI NE FROM SASAKWA.
 EL0047'4.2 MILES NORTHEAST OF STL AND SF RR. STATION AT SASAKWA.  SET
 EL0047'IN SANDSTONE OUT-CROP LEVEL WITH SAINT LOUIS AND SAN FRANCISCO
 EL0047'RAILWAY TRACK.  185 FEET SOUTH OF MILE POLE 528/15.  70 FEET
 EL0047'WEST OF THE NEAREST RAIL OF TRACK.  25 FEET WEST OF RAILROAD
 EL0047'PROPERTY LINE FENCE.
 EL0047
 EL0047                          STATION RECOVERY (1970)
 EL0047
 EL0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EL0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0358 ***********************************************************************
 EL0358  DESIGNATION -  V 58
 EL0358  PID         -  EL0358
 EL0358  STATE/COUNTY-  OK/MCCLAIN
 EL0358  COUNTRY     -  US
 EL0358  USGS QUAD   -  WANETTE (2018)
 EL0358
 EL0358                         *CURRENT SURVEY CONTROL
 EL0358  ______________________________________________________________________
 EL0358* NAD 83(1986) POSITION- 34 55 05.     (N) 097 03 02.     (W)   SCALED
 EL0358* NAVD 88 ORTHO HEIGHT -   291.590 (meters)      956.66  (feet) ADJUSTED
 EL0358  ______________________________________________________________________
 EL0358  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EL0358  DYNAMIC HEIGHT  -        291.306 (meters)      955.73  (feet) COMP
 EL0358  MODELED GRAVITY -    979,653.4   (mgal)                       NAVD 88
 EL0358
 EL0358  VERT ORDER      -  SECOND    CLASS 0
 EL0358
 EL0358.The horizontal coordinates were scaled from a map and have
 EL0358.an estimated accuracy of +/- 6 seconds.
 EL0358
 EL0358.The orthometric height was determined by differential leveling and
 EL0358.adjusted by the NATIONAL GEODETIC SURVEY
 EL0358.in June 1991.
 EL0358
 EL0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0358.GEOID18 height accuracy estimate available here.
 EL0358
 EL0358.Click photographs - Photos may exist for this station.
 EL0358
 EL0358.The dynamic height is computed by dividing the NAVD 88
 EL0358.geopotential number by the normal gravity value computed on the
 EL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0358.degrees latitude (g = 980.6199 gals.).
 EL0358
 EL0358.The modeled gravity was interpolated from observed gravity values.
 EL0358
 EL0358;                    North         East    Units  Estimated Accuracy
 EL0358;SPC OK S     -   176,190.      686,750.      MT  (+/- 180 meters Scaled)
 EL0358
 EL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD780656(NAD 83)
 EL0358
 EL0358                          SUPERSEDED SURVEY CONTROL
 EL0358
 EL0358  NGVD 29 (??/??/92)  291.507  (m)          956.39   (f) ADJ UNCH    2 0
 EL0358
 EL0358.Superseded values are not recommended for survey control.
 EL0358
 EL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0358.See file dsdata.pdf to determine how the superseded data were derived.
 EL0358
 EL0358_MARKER: DB = BENCH MARK DISK
 EL0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0358_SP_SET: BRIDGE ABUTMENT
 EL0358_STAMPING: V 58 1934
 EL0358_MARK LOGO: CGS
 EL0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0358+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 EL0358
 EL0358  HISTORY     - Date     Condition        Report By
 EL0358  HISTORY     - 1934     MONUMENTED       CGS
 EL0358  HISTORY     - 1965     SEE DESCRIPTION  USGS
 EL0358  HISTORY     - 20220912 POOR             OKDOT
 EL0358
 EL0358                          STATION DESCRIPTION
 EL0358
 EL0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0358'3.1 MI NE FROM BYARS.
 EL0358'3.1 MILES NORTHEAST OF A.T. AND S.F. RR. STATION AT BYARS.
 EL0358'SET ON SOUTHWEST ABUTMENT OF ATCHISON TOPEKA AND SANTA FE RAILWAY
 EL0358'BRIDGE 166 A, OVER CANADIAN RIVER.  4 FEET WEST OF NEAREST
 EL0358'RAIL OF TRACK.  NOTE-- THIS MARK IS STILL IN THE BRIDGE OVER THE
 EL0358'CANADIAN RIVER AS DESCRIBED, BUT THE RAILROAD IS GONE AND THE
 EL0358'BRIDGE NOW HAS A WOODEN FLOOR AND IS USED BY AUTOMOBILES.
 EL0358'THE LARGE CROSS TIE WHICH HELPS TO HOLD THE NEW BRIDGE FLOOR
 EL0358'IS OVER MARK.
 EL0358
 EL0358                          STATION RECOVERY (1965)
 EL0358
 EL0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0358'RECOVERED AS DESCRIBED.
 EL0358
 EL0358                          STATION RECOVERY (2022)
 EL0358
 EL0358'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 EL0358'MARK WAS FOUND AND 3 STATIC SESSIONS WERE OBTAINED, WITH ALL 3 HAVING
 EL0358'OBSERVATION ERRORS.  THESE ERRORS COULD HAVE BEEN CAUSED BY BRIDGE
 EL0358'OBSTRUCTION ON THE NORTH SIDE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0492 ***********************************************************************
 FH0492  DESIGNATION -  V 59
 FH0492  PID         -  FH0492
 FH0492  STATE/COUNTY-  OK/MUSKOGEE
 FH0492  COUNTRY     -  US
 FH0492  USGS QUAD   -  BRAGGS (2018)
 FH0492
 FH0492                         *CURRENT SURVEY CONTROL
 FH0492  ______________________________________________________________________
 FH0492* NAD 83(1986) POSITION- 35 42 08.     (N) 095 13 24.     (W)   SCALED
 FH0492* NAVD 88 ORTHO HEIGHT -   155.064 (meters)      508.74  (feet) ADJUSTED
 FH0492  ______________________________________________________________________
 FH0492  GEOID HEIGHT    -        -29.475 (meters)                     GEOID18
 FH0492  DYNAMIC HEIGHT  -        154.923 (meters)      508.28  (feet) COMP
 FH0492  MODELED GRAVITY -    979,726.1   (mgal)                       NAVD 88
 FH0492
 FH0492  VERT ORDER      -  SECOND    CLASS 0
 FH0492
 FH0492.The horizontal coordinates were scaled from a map and have
 FH0492.an estimated accuracy of +/- 6 seconds.
 FH0492
 FH0492.The orthometric height was determined by differential leveling and
 FH0492.adjusted by the NATIONAL GEODETIC SURVEY
 FH0492.in June 1991.
 FH0492
 FH0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0492.GEOID18 height accuracy estimate available here.
 FH0492
 FH0492.Click photographs - Photos may exist for this station.
 FH0492
 FH0492.The dynamic height is computed by dividing the NAVD 88
 FH0492.geopotential number by the normal gravity value computed on the
 FH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0492.degrees latitude (g = 980.6199 gals.).
 FH0492
 FH0492.The modeled gravity was interpolated from observed gravity values.
 FH0492
 FH0492;                    North         East    Units  Estimated Accuracy
 FH0492;SPC OK N     -    81,510.      851,250.      MT  (+/- 180 meters Scaled)
 FH0492
 FH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV988531(NAD 83)
 FH0492
 FH0492                          SUPERSEDED SURVEY CONTROL
 FH0492
 FH0492  NGVD 29 (??/??/92)  154.944  (m)          508.35   (f) ADJ UNCH    2 0
 FH0492
 FH0492.Superseded values are not recommended for survey control.
 FH0492
 FH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0492.See file dsdata.pdf to determine how the superseded data were derived.
 FH0492
 FH0492_MARKER: DB = BENCH MARK DISK
 FH0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0492_SP_SET: BRIDGE
 FH0492_STAMPING: V 59 1934
 FH0492_MARK LOGO: CGS
 FH0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0492
 FH0492  HISTORY     - Date     Condition        Report By
 FH0492  HISTORY     - 1934     MONUMENTED       CGS
 FH0492  HISTORY     - 1960     GOOD             CGS
 FH0492
 FH0492                          STATION DESCRIPTION
 FH0492
 FH0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0492'3.1 MI NW FROM BRAGGS.
 FH0492'3.1 MILES NORTHWEST OF M.P.RR. STATION AT BRAGGS SET ON NORTHEAST
 FH0492'SIDE OF NORTHWEST RETAINING WALL OF MISSOURI PACIFIC RAILWAY
 FH0492'BRIDGE 104, BOUDINOTT CREEK.  264 FEET SOUTHEAST OF MILE POLE
 FH0492'560/25.
 FH0492
 FH0492                          STATION RECOVERY (1960)
 FH0492
 FH0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0035 ***********************************************************************
 FJ0035  DESIGNATION -  V 6
 FJ0035  PID         -  FJ0035
 FJ0035  STATE/COUNTY-  OK/OKFUSKEE
 FJ0035  COUNTRY     -  US
 FJ0035  USGS QUAD   -  DUSTIN (2018)
 FJ0035
 FJ0035                         *CURRENT SURVEY CONTROL
 FJ0035  ______________________________________________________________________
 FJ0035* NAD 83(1986) POSITION- 35 19 53.     (N) 096 03 36.     (W)   SCALED
 FJ0035* NAVD 88 ORTHO HEIGHT -   206.809 (meters)      678.51  (feet) ADJUSTED
 FJ0035  ______________________________________________________________________
 FJ0035  GEOID HEIGHT    -        -29.014 (meters)                     GEOID18
 FJ0035  DYNAMIC HEIGHT  -        206.611 (meters)      677.86  (feet) COMP
 FJ0035  MODELED GRAVITY -    979,675.1   (mgal)                       NAVD 88
 FJ0035
 FJ0035  VERT ORDER      -  FIRST     CLASS II
 FJ0035
 FJ0035.The horizontal coordinates were scaled from a map and have
 FJ0035.an estimated accuracy of +/- 6 seconds.
 FJ0035
 FJ0035.The orthometric height was determined by differential leveling and
 FJ0035.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0035.in June 1991.
 FJ0035
 FJ0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0035.GEOID18 height accuracy estimate available here.
 FJ0035
 FJ0035.Click photographs - Photos may exist for this station.
 FJ0035
 FJ0035.The dynamic height is computed by dividing the NAVD 88
 FJ0035.geopotential number by the normal gravity value computed on the
 FJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0035.degrees latitude (g = 980.6199 gals.).
 FJ0035
 FJ0035.The modeled gravity was interpolated from observed gravity values.
 FJ0035
 FJ0035;                    North         East    Units  Estimated Accuracy
 FJ0035;SPC OK N     -    38,530.      776,380.      MT  (+/- 180 meters Scaled)
 FJ0035
 FJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE672137(NAD 83)
 FJ0035
 FJ0035                          SUPERSEDED SURVEY CONTROL
 FJ0035
 FJ0035  NGVD 29 (??/??/92)  206.699  (m)          678.15   (f) ADJ UNCH    1 2
 FJ0035
 FJ0035.Superseded values are not recommended for survey control.
 FJ0035
 FJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0035.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0035
 FJ0035_MARKER: DB = BENCH MARK DISK
 FJ0035_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0035_STAMPING: V 6 1933
 FJ0035_MARK LOGO: CGS
 FJ0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0035+STABILITY: POSITION/ELEVATION WELL
 FJ0035
 FJ0035  HISTORY     - Date     Condition        Report By
 FJ0035  HISTORY     - 1933     MONUMENTED       CGS
 FJ0035  HISTORY     - 1934     GOOD             CGS
 FJ0035
 FJ0035                          STATION DESCRIPTION
 FJ0035
 FJ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0035'4.8 MI SE FROM WELEETKA.
 FJ0035'4.8 MILES S.E. OF WELEETKA, ON THE FT. S. AND W.R.R., MILE POLE
 FJ0035'NO 113 PLUS 11 1/2 POLES, 10 RAIL LENGTHS S.E. OF A GRADE CROSSING,
 FJ0035'400 FEET S.E. OF A LOG CABIN, 40 FEET S. OF THE RAILROAD IN A
 FJ0035'FLAT OUTCROP OF ROCK, THE RAILROAD MAKING A CURVE AT THIS POINT.
 FJ0035
 FJ0035                          STATION RECOVERY (1934)
 FJ0035
 FJ0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0675 ***********************************************************************
 FH0675  DESIGNATION -  V 60
 FH0675  PID         -  FH0675
 FH0675  STATE/COUNTY-  OK/MCINTOSH
 FH0675  COUNTRY     -  US
 FH0675  USGS QUAD   -  EUFAULA (2018)
 FH0675
 FH0675                         *CURRENT SURVEY CONTROL
 FH0675  ______________________________________________________________________
 FH0675* NAD 83(1986) POSITION- 35 20 28.     (N) 095 35 02.     (W)   SCALED
 FH0675* NAVD 88 ORTHO HEIGHT -   174.176 (meters)      571.44  (feet) ADJUSTED
 FH0675  ______________________________________________________________________
 FH0675  GEOID HEIGHT    -        -29.929 (meters)                     GEOID18
 FH0675  DYNAMIC HEIGHT  -        174.010 (meters)      570.90  (feet) COMP
 FH0675  MODELED GRAVITY -    979,675.4   (mgal)                       NAVD 88
 FH0675
 FH0675  VERT ORDER      -  SECOND    CLASS 0
 FH0675
 FH0675.The horizontal coordinates were scaled from a map and have
 FH0675.an estimated accuracy of +/- 6 seconds.
 FH0675
 FH0675.The orthometric height was determined by differential leveling and
 FH0675.adjusted by the NATIONAL GEODETIC SURVEY
 FH0675.in June 1991.
 FH0675
 FH0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0675.GEOID18 height accuracy estimate available here.
 FH0675
 FH0675.Click photographs - Photos may exist for this station.
 FH0675
 FH0675.The dynamic height is computed by dividing the NAVD 88
 FH0675.geopotential number by the normal gravity value computed on the
 FH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0675.degrees latitude (g = 980.6199 gals.).
 FH0675
 FH0675.The modeled gravity was interpolated from observed gravity values.
 FH0675
 FH0675;                    North         East    Units  Estimated Accuracy
 FH0675;SPC OK S     -   225,350.      819,630.      MT  (+/- 180 meters Scaled)
 FH0675
 FH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV651139(NAD 83)
 FH0675
 FH0675                          SUPERSEDED SURVEY CONTROL
 FH0675
 FH0675  NGVD 29 (??/??/92)  174.075  (m)          571.11   (f) ADJ UNCH    2 0
 FH0675
 FH0675.Superseded values are not recommended for survey control.
 FH0675
 FH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0675.See file dsdata.pdf to determine how the superseded data were derived.
 FH0675
 FH0675_MARKER: DB = BENCH MARK DISK
 FH0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0675_STAMPING: V 60 1934
 FH0675_MARK LOGO: CGS
 FH0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0675+STABILITY: SURFACE MOTION
 FH0675
 FH0675  HISTORY     - Date     Condition        Report By
 FH0675  HISTORY     - 1934     MONUMENTED       CGS
 FH0675  HISTORY     - 1960     GOOD             CGS
 FH0675
 FH0675                          STATION DESCRIPTION
 FH0675
 FH0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0675'3.9 MI N FROM EUFAULA.
 FH0675'THE SIDING AND SIGN HAS BEEN REMOVED FROM WELLS AND THE ROAD
 FH0675'ALONG THE EAST SIDE OF THE RAILROAD IS NO LONGER A U.S. HIGHWAY.
 FH0675'THE MARK RECOVERED ABOUT 100 FEET SOUTH OF THE EAST-WEST ROAD,
 FH0675'90 FEET EAST OF THE NEAREST RAIL AND ABOUT 36 FEET WEST OF THE
 FH0675'CENTERLINE OF THE NORTH-SOUTH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0326 ***********************************************************************
 GG0326  DESIGNATION -  V 61
 GG0326  PID         -  GG0326
 GG0326  STATE/COUNTY-  OK/WAGONER
 GG0326  COUNTRY     -  US
 GG0326  USGS QUAD   -  ROCKY POINT (2018)
 GG0326
 GG0326                         *CURRENT SURVEY CONTROL
 GG0326  ______________________________________________________________________
 GG0326* NAD 83(2011) POSITION- 36 02 45.97397(N) 095 22 12.53497(W)   ADJUSTED
 GG0326* NAD 83(2011) ELLIP HT-   145.696 (meters)        (07/03/23)   ADJUSTED
 GG0326* NAD 83(2011) EPOCH   -  2010.00
 GG0326* NAVD 88 ORTHO HEIGHT -   174.916 (meters)      573.87  (feet) ADJUSTED
 GG0326  ______________________________________________________________________
 GG0326  GEOID HEIGHT    -        -29.227 (meters)                     GEOID18
 GG0326  NAD 83(2011) X  -   -483,213.252 (meters)                     COMP
 GG0326  NAD 83(2011) Y  - -5,140,446.403 (meters)                     COMP
 GG0326  NAD 83(2011) Z  -  3,732,414.854 (meters)                     COMP
 GG0326  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 GG0326  DYNAMIC HEIGHT  -        174.761 (meters)      573.36  (feet) COMP
 GG0326  MODELED GRAVITY -    979,747.8   (mgal)                       NAVD 88
 GG0326
 GG0326  VERT ORDER      -  SECOND    CLASS 0
 GG0326
 GG0326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0326  Standards:
 GG0326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0326  -------------------------------------------------------------------
 GG0326  NETWORK    0.59   1.27           0.24   0.24   0.65     -0.16092530
 GG0326  -------------------------------------------------------------------
 GG0326  Click here for local accuracies and other accuracy information.
 GG0326
 GG0326.The horizontal coordinates were established by GPS observations
 GG0326.and adjusted by the OK DEPT OF TRANSP in July 2023.
 GG0326
 GG0326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0326.been affixed to the stable North American tectonic plate. See 
 GG0326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0326
 GG0326.The horizontal coordinates are valid at the epoch date displayed above
 GG0326.which is a decimal equivalence of Year/Month/Day.
 GG0326
 GG0326.The orthometric height was determined by differential leveling and
 GG0326.adjusted by the NATIONAL GEODETIC SURVEY
 GG0326.in June 1991.
 GG0326
 GG0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0326.GEOID18 height accuracy estimate available here.
 GG0326
 GG0326.Click photographs - Photos may exist for this station.
 GG0326
 GG0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0326
 GG0326.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0326
 GG0326.The ellipsoidal height was determined by GPS observations
 GG0326.and is referenced to NAD 83.
 GG0326
 GG0326.The dynamic height is computed by dividing the NAVD 88
 GG0326.geopotential number by the normal gravity value computed on the
 GG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0326.degrees latitude (g = 980.6199 gals.).
 GG0326
 GG0326.The modeled gravity was interpolated from observed gravity values.
 GG0326
 GG0326. The following values were computed from the NAD 83(2011) position.
 GG0326
 GG0326;                    North         East     Units Scale Factor Converg.
 GG0326;SPC OK N     -   119,277.192   836,937.623   MT  0.99994764   +1 33 07.2
 GG0326;SPC OK N     -   391,328.59  2,745,852.85   sFT  0.99994764   +1 33 07.2
 GG0326;UTM  15      - 3,991,661.540   286,489.659   MT  1.00016174   -1 23 42.7
 GG0326
 GG0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0326!SPC OK N     -   0.99997713  x   0.99994764  =   0.99992477
 GG0326!UTM  15      -   0.99997713  x   1.00016174  =   1.00013887
 GG0326
 GG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8648991661(NAD 83)
 GG0326
 GG0326                          SUPERSEDED SURVEY CONTROL
 GG0326
 GG0326  NGVD 29 (??/??/92)  174.804  (m)          573.50   (f) ADJ UNCH    2 0
 GG0326
 GG0326.Superseded values are not recommended for survey control.
 GG0326
 GG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0326.See file dsdata.pdf to determine how the superseded data were derived.
 GG0326
 GG0326_MARKER: DB = BENCH MARK DISK
 GG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0326_STAMPING: V 61 1934
 GG0326_MARK LOGO: CGS
 GG0326_PROJECTION: PROJECTING 10 CENTIMETERS
 GG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0326+STABILITY: SURFACE MOTION
 GG0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0326+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2023
 GG0326
 GG0326  HISTORY     - Date     Condition        Report By
 GG0326  HISTORY     - 1934     MONUMENTED       CGS
 GG0326  HISTORY     - 1960     GOOD             CGS
 GG0326  HISTORY     - 20210413 GOOD             OKDOT
 GG0326  HISTORY     - 20230315 GOOD             OKDOT
 GG0326
 GG0326                          STATION DESCRIPTION
 GG0326
 GG0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0326'4.3 MI S FROM MAZIE.
 GG0326'THIS MARK RECOVERED ON THE WEST SIDE OF THE OLD RAILROAD GRADE,
 GG0326'ABOUT MIDWAY BETWEEN THE PRESENT RAILROAD AND U.S. HIGHWAY 69,
 GG0326'ABOUT 60 FEET WEST OF THE CENTERLINE OF THE OLD GRADE AND ABOUT
 GG0326'10 FEET SOUTH OF A FENCE ALONG THE SOUTH SIDE OF A SECTION-LINE
 GG0326'ROAD.  BOTH THE GRADES, FOR THE HIGHWAY AND RAILROAD, HAVE BEEN
 GG0326'RAISED IN THIS AREA SO IT IS POSSIBLE THE MARK WILL BE UNDER
 GG0326'WATER FROM THE BACK-WATER FROM THE FORT GIBSON DAM.
 GG0326
 GG0326                          STATION RECOVERY (2021)
 GG0326
 GG0326'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 GG0326'RECOVERED IN GOOD CONDITION.
 GG0326
 GG0326                          STATION RECOVERY (2023)
 GG0326
 GG0326'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0326'RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0524 ***********************************************************************
 EK0524  DESIGNATION -  V 62
 EK0524  PID         -  EK0524
 EK0524  STATE/COUNTY-  OK/CHOCTAW
 EK0524  COUNTRY     -  US
 EK0524  USGS QUAD   -  SOPER (2019)
 EK0524
 EK0524                         *CURRENT SURVEY CONTROL
 EK0524  ______________________________________________________________________
 EK0524* NAD 83(1986) POSITION- 34 01 48.     (N) 095 43 15.     (W)   SCALED
 EK0524* NAVD 88 ORTHO HEIGHT -   149.334 (meters)      489.94  (feet) ADJUSTED
 EK0524  ______________________________________________________________________
 EK0524  GEOID HEIGHT    -        -28.827 (meters)                     GEOID18
 EK0524  DYNAMIC HEIGHT  -        149.174 (meters)      489.42  (feet) COMP
 EK0524  MODELED GRAVITY -    979,562.7   (mgal)                       NAVD 88
 EK0524
 EK0524  VERT ORDER      -  FIRST     CLASS II
 EK0524
 EK0524.The horizontal coordinates were scaled from a map and have
 EK0524.an estimated accuracy of +/- 6 seconds.
 EK0524
 EK0524.The orthometric height was determined by differential leveling and
 EK0524.adjusted by the NATIONAL GEODETIC SURVEY
 EK0524.in June 1991.
 EK0524
 EK0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0524.GEOID18 height accuracy estimate available here.
 EK0524
 EK0524.Click photographs - Photos may exist for this station.
 EK0524
 EK0524.The dynamic height is computed by dividing the NAVD 88
 EK0524.geopotential number by the normal gravity value computed on the
 EK0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0524.degrees latitude (g = 980.6199 gals.).
 EK0524
 EK0524.The modeled gravity was interpolated from observed gravity values.
 EK0524
 EK0524;                    North         East    Units  Estimated Accuracy
 EK0524;SPC OK S     -    79,650.      810,470.      MT  (+/- 180 meters Scaled)
 EK0524
 EK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT487688(NAD 83)
 EK0524
 EK0524                          SUPERSEDED SURVEY CONTROL
 EK0524
 EK0524  NGVD 29 (??/??/92)  149.272  (m)          489.74   (f) ADJ UNCH    1 2
 EK0524
 EK0524.Superseded values are not recommended for survey control.
 EK0524
 EK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0524.See file dsdata.pdf to determine how the superseded data were derived.
 EK0524
 EK0524_MARKER: DB = BENCH MARK DISK
 EK0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0524_STAMPING: V 62 1934
 EK0524_MARK LOGO: CGS
 EK0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0524+STABILITY: SURFACE MOTION
 EK0524
 EK0524  HISTORY     - Date     Condition        Report By
 EK0524  HISTORY     - 1934     MONUMENTED       CGS
 EK0524  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0524  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0524
 EK0524                          STATION DESCRIPTION
 EK0524
 EK0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0524'1.4 MI W FROM SOPER.
 EK0524'1.4 MILES WEST OF SOPER ST LSFRR NEAR MILE POST 571 AND ST.
 EK0524'LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  30 FEET NORTH OF
 EK0524'THE TRACK, 20 FEET WEST OF THE CROSSING.
 EK0524
 EK0524                          STATION RECOVERY (1967)
 EK0524
 EK0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0524'MARK NOT FOUND.
 EK0524
 EK0524                          STATION RECOVERY (1986)
 EK0524
 EK0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0524'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0292 ***********************************************************************
 GG0292  DESIGNATION -  V 62
 GG0292  PID         -  GG0292
 GG0292  STATE/COUNTY-  OK/CRAIG
 GG0292  COUNTRY     -  US
 GG0292  USGS QUAD   -  BIG CABIN (2019)
 GG0292
 GG0292                         *CURRENT SURVEY CONTROL
 GG0292  ______________________________________________________________________
 GG0292* NAD 83(1986) POSITION- 36 34 38.     (N) 095 11 24.     (W)   SCALED
 GG0292* NAVD 88 ORTHO HEIGHT -   205.516 (meters)      674.26  (feet) ADJUSTED
 GG0292  ______________________________________________________________________
 GG0292  GEOID HEIGHT    -        -29.289 (meters)                     GEOID18
 GG0292  DYNAMIC HEIGHT  -        205.344 (meters)      673.70  (feet) COMP
 GG0292  MODELED GRAVITY -    979,789.0   (mgal)                       NAVD 88
 GG0292
 GG0292  VERT ORDER      -  SECOND    CLASS 0
 GG0292
 GG0292.The horizontal coordinates were scaled from a map and have
 GG0292.an estimated accuracy of +/- 6 seconds.
 GG0292
 GG0292.The orthometric height was determined by differential leveling and
 GG0292.adjusted by the NATIONAL GEODETIC SURVEY
 GG0292.in June 1991.
 GG0292
 GG0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0292.GEOID18 height accuracy estimate available here.
 GG0292
 GG0292.Click photographs - Photos may exist for this station.
 GG0292
 GG0292.The dynamic height is computed by dividing the NAVD 88
 GG0292.geopotential number by the normal gravity value computed on the
 GG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0292.degrees latitude (g = 980.6199 gals.).
 GG0292
 GG0292.The modeled gravity was interpolated from observed gravity values.
 GG0292
 GG0292;                    North         East    Units  Estimated Accuracy
 GG0292;SPC OK N     -   178,640.      851,460.      MT  (+/- 180 meters Scaled)
 GG0292
 GG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA040502(NAD 83)
 GG0292
 GG0292                          SUPERSEDED SURVEY CONTROL
 GG0292
 GG0292  NGVD 29 (??/??/92)  205.403  (m)          673.89   (f) ADJ UNCH    2 0
 GG0292
 GG0292.Superseded values are not recommended for survey control.
 GG0292
 GG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0292.See file dsdata.pdf to determine how the superseded data were derived.
 GG0292
 GG0292_MARKER: DB = BENCH MARK DISK
 GG0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0292_SP_SET: CULVERT HEADWALL
 GG0292_STAMPING: V 62 1934
 GG0292_MARK LOGO: CGS
 GG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0292+STABILITY: SURFACE MOTION
 GG0292
 GG0292  HISTORY     - Date     Condition        Report By
 GG0292  HISTORY     - 1934     MONUMENTED       CGS
 GG0292
 GG0292                          STATION DESCRIPTION
 GG0292
 GG0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0292'3.2 MI NE FROM BIG CABIN.
 GG0292'600 FEET NORTH OF SEMAPHORE 443.7, AND 15 FEET WEST OF THE
 GG0292'NEAREST RAIL OF MISSOURI-KANSAS AND TEXAS RAILROAD TRACK,
 GG0292'SET IN THE SOUTH END OF WEST HEADWALL OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0367 ***********************************************************************
 GG0367  DESIGNATION -  V 63
 GG0367  PID         -  GG0367
 GG0367  STATE/COUNTY-  OK/MAYES
 GG0367  COUNTRY     -  US
 GG0367  USGS QUAD   -  SALINA (2019)
 GG0367
 GG0367                         *CURRENT SURVEY CONTROL
 GG0367  ______________________________________________________________________
 GG0367* NAD 83(1986) POSITION- 36 17 55.     (N) 095 11 24.     (W)   SCALED
 GG0367* NAVD 88 ORTHO HEIGHT -   191.448 (meters)      628.11  (feet) ADJUSTED
 GG0367  ______________________________________________________________________
 GG0367  GEOID HEIGHT    -        -29.093 (meters)                     GEOID18
 GG0367  DYNAMIC HEIGHT  -        191.285 (meters)      627.57  (feet) COMP
 GG0367  MODELED GRAVITY -    979,777.4   (mgal)                       NAVD 88
 GG0367
 GG0367  VERT ORDER      -  SECOND    CLASS 0
 GG0367
 GG0367.The horizontal coordinates were scaled from a map and have
 GG0367.an estimated accuracy of +/- 6 seconds.
 GG0367
 GG0367.The orthometric height was determined by differential leveling and
 GG0367.adjusted by the NATIONAL GEODETIC SURVEY
 GG0367.in June 1991.
 GG0367
 GG0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0367.GEOID18 height accuracy estimate available here.
 GG0367
 GG0367.Click photographs - Photos may exist for this station.
 GG0367
 GG0367.The dynamic height is computed by dividing the NAVD 88
 GG0367.geopotential number by the normal gravity value computed on the
 GG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0367.degrees latitude (g = 980.6199 gals.).
 GG0367
 GG0367.The modeled gravity was interpolated from observed gravity values.
 GG0367
 GG0367;                    North         East    Units  Estimated Accuracy
 GG0367;SPC OK N     -   147,740.      852,350.      MT  (+/- 180 meters Scaled)
 GG0367
 GG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA033192(NAD 83)
 GG0367
 GG0367                          SUPERSEDED SURVEY CONTROL
 GG0367
 GG0367  NGVD 29 (??/??/92)  191.336  (m)          627.74   (f) ADJ UNCH    2 0
 GG0367
 GG0367.Superseded values are not recommended for survey control.
 GG0367
 GG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0367.See file dsdata.pdf to determine how the superseded data were derived.
 GG0367
 GG0367_MARKER: DB = BENCH MARK DISK
 GG0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0367_STAMPING: V 63 1934
 GG0367_MARK LOGO: CGS
 GG0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0367+STABILITY: SURFACE MOTION
 GG0367
 GG0367  HISTORY     - Date     Condition        Report By
 GG0367  HISTORY     - 1934     MONUMENTED       CGS
 GG0367  HISTORY     - 1960     POOR             CGS
 GG0367
 GG0367                          STATION DESCRIPTION
 GG0367
 GG0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0367'2.7 MI W FROM SALINA.
 GG0367'2.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE HIGH SCHOOL
 GG0367'AT SALINA, MAYES COUNTY, 200 FEET NORTH OF A WHITE FARMHOUSE, AND
 GG0367'33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 GG0367'STAMPED V 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0564 ***********************************************************************
 EK0564  DESIGNATION -  V 63
 EK0564  PID         -  EK0564
 EK0564  STATE/COUNTY-  OK/PUSHMATAHA
 EK0564  COUNTRY     -  US
 EK0564  USGS QUAD   -  MOYERS (2019)
 EK0564
 EK0564                         *CURRENT SURVEY CONTROL
 EK0564  ______________________________________________________________________
 EK0564* NAD 83(1986) POSITION- 34 19 35.     (N) 095 38 59.     (W)   SCALED
 EK0564* NAVD 88 ORTHO HEIGHT -   146.728 (meters)      481.39  (feet) ADJUSTED
 EK0564  ______________________________________________________________________
 EK0564  GEOID HEIGHT    -        -30.309 (meters)                     GEOID18
 EK0564  DYNAMIC HEIGHT  -        146.567 (meters)      480.86  (feet) COMP
 EK0564  MODELED GRAVITY -    979,542.1   (mgal)                       NAVD 88
 EK0564
 EK0564  VERT ORDER      -  SECOND    CLASS 0
 EK0564
 EK0564.The horizontal coordinates were scaled from a map and have
 EK0564.an estimated accuracy of +/- 6 seconds.
 EK0564
 EK0564.The orthometric height was determined by differential leveling and
 EK0564.adjusted by the NATIONAL GEODETIC SURVEY
 EK0564.in June 1991.
 EK0564
 EK0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0564.GEOID18 height accuracy estimate available here.
 EK0564
 EK0564.Click photographs - Photos may exist for this station.
 EK0564
 EK0564.The dynamic height is computed by dividing the NAVD 88
 EK0564.geopotential number by the normal gravity value computed on the
 EK0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0564.degrees latitude (g = 980.6199 gals.).
 EK0564
 EK0564.The modeled gravity was interpolated from observed gravity values.
 EK0564
 EK0564;                    North         East    Units  Estimated Accuracy
 EK0564;SPC OK S     -   112,670.      816,270.      MT  (+/- 180 meters Scaled)
 EK0564
 EK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU562015(NAD 83)
 EK0564
 EK0564                          SUPERSEDED SURVEY CONTROL
 EK0564
 EK0564  NGVD 29 (??/??/92)  146.642  (m)          481.11   (f) ADJ UNCH    2 0
 EK0564
 EK0564.Superseded values are not recommended for survey control.
 EK0564
 EK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0564.See file dsdata.pdf to determine how the superseded data were derived.
 EK0564
 EK0564_MARKER: DB = BENCH MARK DISK
 EK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0564_STAMPING: V 63 1934
 EK0564_MARK LOGO: CGS
 EK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0564+STABILITY: SURFACE MOTION
 EK0564
 EK0564  HISTORY     - Date     Condition        Report By
 EK0564  HISTORY     - 1934     MONUMENTED       CGS
 EK0564  HISTORY     - 1960     GOOD             CGS
 EK0564
 EK0564                          STATION DESCRIPTION
 EK0564
 EK0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0564'AT MOYERS.
 EK0564'AT MOYERS, PUSHMATAHA COUNTY, ABOUT 100 FEET NORTH OF THE ST.
 EK0564'LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 25 POLES SOUTH OF
 EK0564'MILEPOST 533, AND 35 FEET EAST OF THE TRACK.  A STANDARD DISK,
 EK0564'STAMPED V 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0372 ***********************************************************************
 DM0372  DESIGNATION -  V 64
 DM0372  PID         -  DM0372
 DM0372  STATE/COUNTY-  OK/MCCURTAIN
 DM0372  COUNTRY     -  US
 DM0372  USGS QUAD   -  MILLERTON (2019)
 DM0372
 DM0372                         *CURRENT SURVEY CONTROL
 DM0372  ______________________________________________________________________
 DM0372* NAD 83(1986) POSITION- 33 58 59.80   (N) 095 00 44.69   (W)   HD_HELD1
 DM0372* NAVD 88 ORTHO HEIGHT -   154.580 (meters)      507.15  (feet) ADJUSTED
 DM0372  ______________________________________________________________________
 DM0372  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 DM0372  DYNAMIC HEIGHT  -        154.422 (meters)      506.63  (feet) COMP
 DM0372  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 DM0372
 DM0372  VERT ORDER      -  FIRST     CLASS II
 DM0372
 DM0372.The horizontal coordinates were determined by differentially corrected
 DM0372.hand held GPS observations or other comparable positioning techniques
 DM0372.and have an estimated accuracy of +/- 3 meters.
 DM0372
 DM0372.The orthometric height was determined by differential leveling and
 DM0372.adjusted by the NATIONAL GEODETIC SURVEY
 DM0372.in June 1991.
 DM0372
 DM0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0372.GEOID18 height accuracy estimate available here.
 DM0372
 DM0372.Click photographs - Photos may exist for this station.
 DM0372
 DM0372.The dynamic height is computed by dividing the NAVD 88
 DM0372.geopotential number by the normal gravity value computed on the
 DM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0372.degrees latitude (g = 980.6199 gals.).
 DM0372
 DM0372.The modeled gravity was interpolated from observed gravity values.
 DM0372
 DM0372;                    North         East    Units  Estimated Accuracy
 DM0372;SPC OK S     -    76,179.5     876,018.7     MT  (+/- 3 meters HH1 GPS) 
 DM0372
 DM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1410762127(NAD 83)
 DM0372
 DM0372                          SUPERSEDED SURVEY CONTROL
 DM0372
 DM0372  NGVD 29 (??/??/92)  154.547  (m)          507.04   (f) ADJ UNCH    1 2
 DM0372
 DM0372.Superseded values are not recommended for survey control.
 DM0372
 DM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0372.See file dsdata.pdf to determine how the superseded data were derived.
 DM0372
 DM0372_MARKER: DB = BENCH MARK DISK
 DM0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0372_STAMPING: V 64 1934
 DM0372_MARK LOGO: CGS
 DM0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0372+STABILITY: SURFACE MOTION
 DM0372
 DM0372  HISTORY     - Date     Condition        Report By
 DM0372  HISTORY     - 1934     MONUMENTED       CGS
 DM0372  HISTORY     - 1944     GOOD             SLSFRR
 DM0372  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0372
 DM0372                          STATION DESCRIPTION
 DM0372
 DM0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0372'IN MILLERTON.
 DM0372'AT MILLERTON ST. L. AND S.F. RR DEPOT.  100 FEET WEST OF ST. LOUIS AND
 DM0372'SAN FRANCISCO RR DEPOT.  12 FEET NORTH OF THE TRACK AT TELEGRAPH POLE.
 DM0372
 DM0372                          STATION RECOVERY (1944)
 DM0372
 DM0372'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0372'RECOVERED IN GOOD CONDITION.
 DM0372
 DM0372                          STATION RECOVERY (1986)
 DM0372
 DM0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0316 ***********************************************************************
 GG0316  DESIGNATION -  V 64
 GG0316  PID         -  GG0316
 GG0316  STATE/COUNTY-  OK/CRAIG
 GG0316  COUNTRY     -  US
 GG0316  USGS QUAD   -  WELCH NORTH (2019)
 GG0316
 GG0316                         *CURRENT SURVEY CONTROL
 GG0316  ______________________________________________________________________
 GG0316* NAD 83(1986) POSITION- 36 53 26.     (N) 095 05 40.     (W)   SCALED
 GG0316* NAVD 88 ORTHO HEIGHT -   261.653 (meters)      858.44  (feet) ADJUSTED
 GG0316  ______________________________________________________________________
 GG0316  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 GG0316  DYNAMIC HEIGHT  -        261.440 (meters)      857.74  (feet) COMP
 GG0316  MODELED GRAVITY -    979,813.1   (mgal)                       NAVD 88
 GG0316
 GG0316  VERT ORDER      -  SECOND    CLASS 0
 GG0316
 GG0316.The horizontal coordinates were scaled from a map and have
 GG0316.an estimated accuracy of +/- 6 seconds.
 GG0316
 GG0316.The orthometric height was determined by differential leveling and
 GG0316.adjusted by the NATIONAL GEODETIC SURVEY
 GG0316.in June 1991.
 GG0316
 GG0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0316.GEOID18 height accuracy estimate available here.
 GG0316
 GG0316.Click photographs - Photos may exist for this station.
 GG0316
 GG0316.The dynamic height is computed by dividing the NAVD 88
 GG0316.geopotential number by the normal gravity value computed on the
 GG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0316.degrees latitude (g = 980.6199 gals.).
 GG0316
 GG0316.The modeled gravity was interpolated from observed gravity values.
 GG0316
 GG0316;                    North         East    Units  Estimated Accuracy
 GG0316;SPC OK N     -   213,650.      858,970.      MT  (+/- 180 meters Scaled)
 GG0316
 GG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA133847(NAD 83)
 GG0316
 GG0316                          SUPERSEDED SURVEY CONTROL
 GG0316
 GG0316  NGVD 29 (??/??/92)  261.535  (m)          858.05   (f) ADJ UNCH    2 0
 GG0316
 GG0316.Superseded values are not recommended for survey control.
 GG0316
 GG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0316.See file dsdata.pdf to determine how the superseded data were derived.
 GG0316
 GG0316_MARKER: DB = BENCH MARK DISK
 GG0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0316_SP_SET: PIER
 GG0316_STAMPING: V 64 1934
 GG0316_MARK LOGO: CGS
 GG0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0316+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2016
 GG0316
 GG0316  HISTORY     - Date     Condition        Report By
 GG0316  HISTORY     - 1934     MONUMENTED       CGS
 GG0316  HISTORY     - 20160723 GOOD             OKDOT
 GG0316
 GG0316                          STATION DESCRIPTION
 GG0316
 GG0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0316'1.2 MI N FROM WELCH.
 GG0316'SET VERTICAL IN SOUTH END OF WEST CENTRAL PIER OF U.S. HIGHWAY 73
 GG0316'OVERPASS OVER MISSOURI-KANSAS AND TEXAS RAILWAY.  4 FEET ABOVE
 GG0316'LEVEL OF TRACK.
 GG0316
 GG0316                          STATION RECOVERY (2016)
 GG0316
 GG0316'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0316'FOUND IN GOOD CONDITION NEW BRIDGE OVER TOP OF RR BEING CONSTRUCTED
 GG0316'THIS DATE. THIS
 GG0316'CAP IS LIKELY TO BE REMOVED WITH IN THE NEXT SEVERAL MONTHS AT
 GG0316'COMPLETION OF CONSTRUCTION
 GG0316'OF BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0574 ***********************************************************************
 EK0574  DESIGNATION -  V 65
 EK0574  PID         -  EK0574
 EK0574  STATE/COUNTY-  OK/PUSHMATAHA
 EK0574  COUNTRY     -  US
 EK0574  USGS QUAD   -  DUNBAR (2019)
 EK0574
 EK0574                         *CURRENT SURVEY CONTROL
 EK0574  ______________________________________________________________________
 EK0574* NAD 83(1986) POSITION- 34 29 05.     (N) 095 32 22.     (W)   SCALED
 EK0574* NAVD 88 ORTHO HEIGHT -   170.961 (meters)      560.89  (feet) ADJUSTED
 EK0574  ______________________________________________________________________
 EK0574  GEOID HEIGHT    -        -30.872 (meters)                     GEOID18
 EK0574  DYNAMIC HEIGHT  -        170.776 (meters)      560.29  (feet) COMP
 EK0574  MODELED GRAVITY -    979,551.8   (mgal)                       NAVD 88
 EK0574
 EK0574  VERT ORDER      -  SECOND    CLASS 0
 EK0574
 EK0574.The horizontal coordinates were scaled from a map and have
 EK0574.an estimated accuracy of +/- 6 seconds.
 EK0574
 EK0574.The orthometric height was determined by differential leveling and
 EK0574.adjusted by the NATIONAL GEODETIC SURVEY
 EK0574.in June 1991.
 EK0574
 EK0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0574.GEOID18 height accuracy estimate available here.
 EK0574
 EK0574.Click photographs - Photos may exist for this station.
 EK0574
 EK0574.The dynamic height is computed by dividing the NAVD 88
 EK0574.geopotential number by the normal gravity value computed on the
 EK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0574.degrees latitude (g = 980.6199 gals.).
 EK0574
 EK0574.The modeled gravity was interpolated from observed gravity values.
 EK0574
 EK0574;                    North         East    Units  Estimated Accuracy
 EK0574;SPC OK S     -   130,470.      825,980.      MT  (+/- 180 meters Scaled)
 EK0574
 EK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU668188(NAD 83)
 EK0574
 EK0574                          SUPERSEDED SURVEY CONTROL
 EK0574
 EK0574  NGVD 29 (??/??/92)  170.870  (m)          560.60   (f) ADJ UNCH    2 0
 EK0574
 EK0574.Superseded values are not recommended for survey control.
 EK0574
 EK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0574.See file dsdata.pdf to determine how the superseded data were derived.
 EK0574
 EK0574_MARKER: DB = BENCH MARK DISK
 EK0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0574_STAMPING: V 65 1934
 EK0574_MARK LOGO: CGS
 EK0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0574+STABILITY: SURFACE MOTION
 EK0574
 EK0574  HISTORY     - Date     Condition        Report By
 EK0574  HISTORY     - 1934     MONUMENTED       CGS
 EK0574  HISTORY     - 1960     GOOD             CGS
 EK0574
 EK0574                          STATION DESCRIPTION
 EK0574
 EK0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0574'2.3 MI N FROM DUNBAR.
 EK0574'2.3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0574'THE STATION AT DUNBAR, PUSHMATAHA COUNTY, ABOUT 3 POLES NORTH
 EK0574'OF THE TENTH POLE SOUTH OF MILEPOST 520, ABOUT 70 FEET WEST OF
 EK0574'THE CENTER LINE OF A COUNTY ROAD, AND 40 FEET EAST OF THE TRACK.
 EK0574'A STANDARD DISK, STAMPED V 65 1934 AND SET IN THE TOP OF A
 EK0574'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0401 ***********************************************************************
 EK0401  DESIGNATION -  V 66
 EK0401  PID         -  EK0401
 EK0401  STATE/COUNTY-  OK/LE FLORE
 EK0401  COUNTRY     -  US
 EK0401  USGS QUAD   -  LEFLORE (2018)
 EK0401
 EK0401                         *CURRENT SURVEY CONTROL
 EK0401  ______________________________________________________________________
 EK0401* NAD 83(1986) POSITION- 34 53 09.02   (N) 094 59 43.23   (W)   HD_HELD1
 EK0401* NAVD 88 ORTHO HEIGHT -   166.882 (meters)      547.51  (feet) ADJUSTED
 EK0401  ______________________________________________________________________
 EK0401  GEOID HEIGHT    -        -31.679 (meters)                     GEOID18
 EK0401  DYNAMIC HEIGHT  -        166.708 (meters)      546.94  (feet) COMP
 EK0401  MODELED GRAVITY -    979,595.0   (mgal)                       NAVD 88
 EK0401
 EK0401  VERT ORDER      -  SECOND    CLASS 0
 EK0401
 EK0401.The horizontal coordinates were determined by differentially corrected
 EK0401.hand held GPS observations or other comparable positioning techniques
 EK0401.and have an estimated accuracy of +/- 3 meters.
 EK0401
 EK0401.The orthometric height was determined by differential leveling and
 EK0401.adjusted by the NATIONAL GEODETIC SURVEY
 EK0401.in June 1991.
 EK0401
 EK0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0401.GEOID18 height accuracy estimate available here.
 EK0401
 EK0401.Click photographs - Photos may exist for this station.
 EK0401
 EK0401.The dynamic height is computed by dividing the NAVD 88
 EK0401.geopotential number by the normal gravity value computed on the
 EK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0401.degrees latitude (g = 980.6199 gals.).
 EK0401
 EK0401.The modeled gravity was interpolated from observed gravity values.
 EK0401
 EK0401;                    North         East    Units  Estimated Accuracy
 EK0401;SPC OK S     -   176,298.3     874,615.8     MT  (+/- 3 meters HH1 GPS) 
 EK0401
 EK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU1765662199(NAD 83)
 EK0401
 EK0401                          SUPERSEDED SURVEY CONTROL
 EK0401
 EK0401  NGVD 29 (??/??/92)  166.769  (m)          547.14   (f) ADJ UNCH    2 0
 EK0401
 EK0401.Superseded values are not recommended for survey control.
 EK0401
 EK0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0401.See file dsdata.pdf to determine how the superseded data were derived.
 EK0401
 EK0401_MARKER: DB = BENCH MARK DISK
 EK0401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0401_SP_SET: CULVERT HEADWALL
 EK0401_STAMPING: V 66 1934
 EK0401_MARK LOGO: CGS
 EK0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0401+STABILITY: SURFACE MOTION
 EK0401
 EK0401  HISTORY     - Date     Condition        Report By
 EK0401  HISTORY     - 1934     MONUMENTED       CGS
 EK0401  HISTORY     - 1959     GOOD             CGS
 EK0401
 EK0401                          STATION DESCRIPTION
 EK0401
 EK0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0401'1.0 MI SW FROM LE FLORE.
 EK0401'1.0 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0401'FROM THE STATION AT LE FLORE, LE FLORE COUNTY, ABOUT 2 POLES
 EK0401'NORTH OF THE FIFTH POLE SOUTH OF MILEPOST 470, AT A CONCRETE
 EK0401'CULVERT, IN THE TOP OF THE EAST HEAD WALL, AND 5 FEET EAST OF
 EK0401'THE TRACK.  A STANDARD DISK, STAMPED V 66 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0266 ***********************************************************************
 FH0266  DESIGNATION -  V 67
 FH0266  PID         -  FH0266
 FH0266  STATE/COUNTY-  OK/SEQUOYAH
 FH0266  COUNTRY     -  US
 FH0266  USGS QUAD   -  GANS (2018)
 FH0266
 FH0266                         *CURRENT SURVEY CONTROL
 FH0266  ______________________________________________________________________
 FH0266* NAD 83(1986) POSITION- 35 23 17.     (N) 094 41 29.     (W)   SCALED
 FH0266* NAVD 88 ORTHO HEIGHT -   162.542 (meters)      533.27  (feet) ADJUSTED
 FH0266  ______________________________________________________________________
 FH0266  GEOID HEIGHT    -        -30.247 (meters)                     GEOID18
 FH0266  DYNAMIC HEIGHT  -        162.389 (meters)      532.77  (feet) COMP
 FH0266  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 FH0266
 FH0266  VERT ORDER      -  SECOND    CLASS 0
 FH0266
 FH0266.The horizontal coordinates were scaled from a map and have
 FH0266.an estimated accuracy of +/- 6 seconds.
 FH0266
 FH0266.The orthometric height was determined by differential leveling and
 FH0266.adjusted by the NATIONAL GEODETIC SURVEY
 FH0266.in June 1991.
 FH0266
 FH0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0266.GEOID18 height accuracy estimate available here.
 FH0266
 FH0266.Click photographs - Photos may exist for this station.
 FH0266
 FH0266.The dynamic height is computed by dividing the NAVD 88
 FH0266.geopotential number by the normal gravity value computed on the
 FH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0266.degrees latitude (g = 980.6199 gals.).
 FH0266
 FH0266.The modeled gravity was interpolated from observed gravity values.
 FH0266
 FH0266;                    North         East    Units  Estimated Accuracy
 FH0266;SPC OK N     -    48,180.      900,560.      MT  (+/- 180 meters Scaled)
 FH0266
 FH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV463173(NAD 83)
 FH0266
 FH0266                          SUPERSEDED SURVEY CONTROL
 FH0266
 FH0266  NGVD 29 (??/??/92)  162.451  (m)          532.97   (f) ADJ UNCH    2 0
 FH0266
 FH0266.Superseded values are not recommended for survey control.
 FH0266
 FH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0266.See file dsdata.pdf to determine how the superseded data were derived.
 FH0266
 FH0266_MARKER: DB = BENCH MARK DISK
 FH0266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0266_STAMPING: V 67 1934
 FH0266_MARK LOGO: CGS
 FH0266_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0266
 FH0266  HISTORY     - Date     Condition        Report By
 FH0266  HISTORY     - 1934     MONUMENTED       CGS
 FH0266  HISTORY     - 1940     GOOD             CGS
 FH0266  HISTORY     - 1966     MARK NOT FOUND   USGS
 FH0266  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0266
 FH0266                          STATION DESCRIPTION
 FH0266
 FH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0266'AT GANS.
 FH0266'BENCH MARK IS ALONG KANSAS CITY SOUTHERN RR TRACK, 119 FEET
 FH0266'NORTH OF RR STATION, 24.8 FEET EAST OF THE CENTER LINE OF THE
 FH0266'TRACK, 3 FEET NORTH OF 4 X 4 INCH WOOD POST PAINTED WHITE
 FH0266'PROJECTING 18 INCHES.  MONUMENT PROJECTS ABOUT 0.5 FOOT.  A STD.
 FH0266'DISK BM IN CONCRETE POST.
 FH0266
 FH0266                          STATION RECOVERY (1966)
 FH0266
 FH0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FH0266'MARK NOT FOUND.
 FH0266
 FH0266                          STATION RECOVERY (1984)
 FH0266
 FH0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0266'NOT RECOVERED, PROBABLY TAKEN OUT WHEN THE RAILROAD STATION WAS
 FH0266'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0370 ***********************************************************************
 FH0370  DESIGNATION -  V 68
 FH0370  PID         -  FH0370
 FH0370  STATE/COUNTY-  OK/SEQUOYAH
 FH0370  COUNTRY     -  US
 FH0370  USGS QUAD   -  MARBLE CITY (2018)
 FH0370
 FH0370                         *CURRENT SURVEY CONTROL
 FH0370  ______________________________________________________________________
 FH0370* NAD 83(1986) POSITION- 35 36 15.     (N) 094 48 00.     (W)   SCALED
 FH0370* NAVD 88 ORTHO HEIGHT -   198.263 (meters)      650.47  (feet) ADJUSTED
 FH0370  ______________________________________________________________________
 FH0370  GEOID HEIGHT    -        -29.408 (meters)                     GEOID18
 FH0370  DYNAMIC HEIGHT  -        198.080 (meters)      649.87  (feet) COMP
 FH0370  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 FH0370
 FH0370  VERT ORDER      -  SECOND    CLASS 0
 FH0370
 FH0370.The horizontal coordinates were scaled from a map and have
 FH0370.an estimated accuracy of +/- 6 seconds.
 FH0370
 FH0370.The orthometric height was determined by differential leveling and
 FH0370.adjusted by the NATIONAL GEODETIC SURVEY
 FH0370.in June 1991.
 FH0370
 FH0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0370.GEOID18 height accuracy estimate available here.
 FH0370
 FH0370.Click photographs - Photos may exist for this station.
 FH0370
 FH0370.The dynamic height is computed by dividing the NAVD 88
 FH0370.geopotential number by the normal gravity value computed on the
 FH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0370.degrees latitude (g = 980.6199 gals.).
 FH0370
 FH0370.The modeled gravity was interpolated from observed gravity values.
 FH0370
 FH0370;                    North         East    Units  Estimated Accuracy
 FH0370;SPC OK N     -    71,810.      889,900.      MT  (+/- 180 meters Scaled)
 FH0370
 FH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV369415(NAD 83)
 FH0370
 FH0370                          SUPERSEDED SURVEY CONTROL
 FH0370
 FH0370  NGVD 29 (??/??/92)  198.148  (m)          650.09   (f) ADJ UNCH    2 0
 FH0370
 FH0370.Superseded values are not recommended for survey control.
 FH0370
 FH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0370.See file dsdata.pdf to determine how the superseded data were derived.
 FH0370
 FH0370_MARKER: DB = BENCH MARK DISK
 FH0370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0370_STAMPING: V 68 1934
 FH0370_MARK LOGO: CGS
 FH0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0370
 FH0370  HISTORY     - Date     Condition        Report By
 FH0370  HISTORY     - 1934     MONUMENTED       CGS
 FH0370  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0370
 FH0370                          STATION DESCRIPTION
 FH0370
 FH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0370'2.2 MI N FROM MARBLE CITY.
 FH0370'2.2 MILES NORTH OF MARBLE CITY KCS RR DEPOT.  6 POLES NORTH
 FH0370'OF MILEPOST 279.  70 FEET WEST OF KANSAS CITY SOUTHERN RAILROAD
 FH0370'TRACK IN FENCE LINE.  6 RAILS NORTH OF WHISTLE POST.  3 1/2
 FH0370'POLES SOUTH OF POLE MARKED 125.
 FH0370
 FH0370                          STATION RECOVERY (1960)
 FH0370
 FH0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0403 ***********************************************************************
 FH0403  DESIGNATION -  V 69
 FH0403  PID         -  FH0403
 FH0403  STATE/COUNTY-  OK/ADAIR
 FH0403  COUNTRY     -  US
 FH0403  USGS QUAD   -  WESTVILLE (2019)
 FH0403
 FH0403                         *CURRENT SURVEY CONTROL
 FH0403  ______________________________________________________________________
 FH0403* NAD 83(1986) POSITION- 35 55 29.     (N) 094 36 32.     (W)   SCALED
 FH0403* NAVD 88 ORTHO HEIGHT -   275.969 (meters)      905.41  (feet) ADJUSTED
 FH0403  ______________________________________________________________________
 FH0403  GEOID HEIGHT    -        -28.647 (meters)                     GEOID18
 FH0403  DYNAMIC HEIGHT  -        275.720 (meters)      904.59  (feet) COMP
 FH0403  MODELED GRAVITY -    979,721.8   (mgal)                       NAVD 88
 FH0403
 FH0403  VERT ORDER      -  SECOND    CLASS 0
 FH0403
 FH0403.The horizontal coordinates were scaled from a map and have
 FH0403.an estimated accuracy of +/- 6 seconds.
 FH0403
 FH0403.The orthometric height was determined by differential leveling and
 FH0403.adjusted by the NATIONAL GEODETIC SURVEY
 FH0403.in June 1991.
 FH0403
 FH0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0403.GEOID18 height accuracy estimate available here.
 FH0403
 FH0403.Click photographs - Photos may exist for this station.
 FH0403
 FH0403.The dynamic height is computed by dividing the NAVD 88
 FH0403.geopotential number by the normal gravity value computed on the
 FH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0403.degrees latitude (g = 980.6199 gals.).
 FH0403
 FH0403.The modeled gravity was interpolated from observed gravity values.
 FH0403
 FH0403;                    North         East    Units  Estimated Accuracy
 FH0403;SPC OK N     -   107,940.      905,970.      MT  (+/- 180 meters Scaled)
 FH0403
 FH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV548767(NAD 83)
 FH0403
 FH0403                          SUPERSEDED SURVEY CONTROL
 FH0403
 FH0403  NGVD 29 (??/??/92)  275.824  (m)          904.93   (f) ADJ UNCH    2 0
 FH0403
 FH0403.Superseded values are not recommended for survey control.
 FH0403
 FH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0403.See file dsdata.pdf to determine how the superseded data were derived.
 FH0403
 FH0403_MARKER: DB = BENCH MARK DISK
 FH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0403_STAMPING: V 69 1934
 FH0403_MARK LOGO: CGS
 FH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0403+STABILITY: SURFACE MOTION
 FH0403
 FH0403  HISTORY     - Date     Condition        Report By
 FH0403  HISTORY     - 1934     MONUMENTED       CGS
 FH0403  HISTORY     - 1972     POOR             NGS
 FH0403
 FH0403                          STATION DESCRIPTION
 FH0403
 FH0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0403'AT BARON.
 FH0403'IN THE NORTH EDGE OF BARON.  5 POLES NORTH OF MILEPOST 250.
 FH0403'NORTH OF COKE PLANT.  70 FEET WEST OF KANSAS CITY SOUTHERN
 FH0403'RAILROAD TRACK, IN FENCE LINE NORTHWEST OF SWITCH STAND.  300
 FH0403'FEET SOUTHWEST OF SCHOOL HOUSE.
 FH0403
 FH0403                          STATION RECOVERY (1972)
 FH0403
 FH0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0403'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0174 ***********************************************************************
 FJ0174  DESIGNATION -  V 7
 FJ0174  PID         -  FJ0174
 FJ0174  STATE/COUNTY-  OK/LINCOLN
 FJ0174  COUNTRY     -  US
 FJ0174  USGS QUAD   -  PRAGUE (2018)
 FJ0174
 FJ0174                         *CURRENT SURVEY CONTROL
 FJ0174  ______________________________________________________________________
 FJ0174* NAD 83(1986) POSITION- 35 29 30.     (N) 096 39 09.     (W)   SCALED
 FJ0174* NAVD 88 ORTHO HEIGHT -   306.973 (meters)     1007.13  (feet) POSTED
 FJ0174  ______________________________________________________________________
 FJ0174  GEOID HEIGHT    -        -27.863 (meters)                     GEOID18
 FJ0174  DYNAMIC HEIGHT  -        306.68  (meters)     1006.2   (feet) COMP
 FJ0174  MODELED GRAVITY -    979,683.4   (mgal)                       NAVD 88
 FJ0174
 FJ0174  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0174
 FJ0174.The horizontal coordinates were scaled from a map and have
 FJ0174.an estimated accuracy of +/- 6 seconds.
 FJ0174
 FJ0174.The orthometric height was determined by differential leveling
 FJ0174.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0174
 FJ0174.* This is a POSTED BENCH MARK height.
 FJ0174
 FJ0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0174.GEOID18 height accuracy estimate available here.
 FJ0174
 FJ0174.Click photographs - Photos may exist for this station.
 FJ0174
 FJ0174.The dynamic height is computed by dividing the NAVD 88
 FJ0174.geopotential number by the normal gravity value computed on the
 FJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0174.degrees latitude (g = 980.6199 gals.).
 FJ0174
 FJ0174.The modeled gravity was interpolated from observed gravity values.
 FJ0174
 FJ0174;                    North         East    Units  Estimated Accuracy
 FJ0174;SPC OK N     -    55,400.      722,270.      MT  (+/- 180 meters Scaled)
 FJ0174
 FJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE129301(NAD 83)
 FJ0174
 FJ0174                          SUPERSEDED SURVEY CONTROL
 FJ0174
 FJ0174  NGVD 29 (??/??/92)  306.858  (m)         1006.75   (f) ADJ UNCH    1 2
 FJ0174
 FJ0174.Superseded values are not recommended for survey control.
 FJ0174
 FJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0174.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0174
 FJ0174_MARKER: DB = BENCH MARK DISK
 FJ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0174_STAMPING: V 7 1933
 FJ0174_MARK LOGO: CGS
 FJ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0174+STABILITY: SURFACE MOTION
 FJ0174
 FJ0174  HISTORY     - Date     Condition        Report By
 FJ0174  HISTORY     - 1933     MONUMENTED       CGS
 FJ0174  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0174  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0174
 FJ0174                          STATION DESCRIPTION
 FJ0174
 FJ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0174'2 MI E FROM PRAGUE.
 FJ0174'2 MILES E. OF PRAGUE.  ON THE FT.S. AND W.R.R., AT MILE POLE NO
 FJ0174'156 PLUS 18 1/2 POLES, AT THE GRADE CROSSING OF HIGHWAY NO 62,
 FJ0174'40 FEET W. OF THE RAILROAD, 40 FEET N. OF THE HIGHWAY, AND 130
 FJ0174'FEET N. OF THE N.E. CORNER OF A CEMETERY.
 FJ0174
 FJ0174                          STATION RECOVERY (1973)
 FJ0174
 FJ0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0174'MARK NOT FOUND.
 FJ0174
 FJ0174                          STATION RECOVERY (1984)
 FJ0174
 FJ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0174'NOT RECOVERED, PROBABLY DESTROYED BY FARM EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0236 ***********************************************************************
 GG0236  DESIGNATION -  V 70
 GG0236  PID         -  GG0236
 GG0236  STATE/COUNTY-  OK/OTTAWA
 GG0236  COUNTRY     -  US
 GG0236  USGS QUAD   -  CAYUGA (2018)
 GG0236
 GG0236                         *CURRENT SURVEY CONTROL
 GG0236  ______________________________________________________________________
 GG0236* NAD 83(1986) POSITION- 36 40 30.     (N) 094 42 40.     (W)   SCALED
 GG0236* NAVD 88 ORTHO HEIGHT -   258.917 (meters)      849.46  (feet) ADJUSTED
 GG0236  ______________________________________________________________________
 GG0236  GEOID HEIGHT    -        -28.999 (meters)                     GEOID18
 GG0236  DYNAMIC HEIGHT  -        258.703 (meters)      848.76  (feet) COMP
 GG0236  MODELED GRAVITY -    979,795.9   (mgal)                       NAVD 88
 GG0236
 GG0236  VERT ORDER      -  SECOND    CLASS 0
 GG0236
 GG0236.The horizontal coordinates were scaled from a map and have
 GG0236.an estimated accuracy of +/- 6 seconds.
 GG0236
 GG0236.The orthometric height was determined by differential leveling and
 GG0236.adjusted by the NATIONAL GEODETIC SURVEY
 GG0236.in June 1991.
 GG0236
 GG0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0236.GEOID18 height accuracy estimate available here.
 GG0236
 GG0236.Click photographs - Photos may exist for this station.
 GG0236
 GG0236.The dynamic height is computed by dividing the NAVD 88
 GG0236.geopotential number by the normal gravity value computed on the
 GG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0236.degrees latitude (g = 980.6199 gals.).
 GG0236
 GG0236.The modeled gravity was interpolated from observed gravity values.
 GG0236
 GG0236;                    North         East    Units  Estimated Accuracy
 GG0236;SPC OK N     -   190,830.      893,930.      MT  (+/- 180 meters Scaled)
 GG0236
 GG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA470601(NAD 83)
 GG0236
 GG0236                          SUPERSEDED SURVEY CONTROL
 GG0236
 GG0236  NGVD 29 (??/??/92)  258.817  (m)          849.14   (f) ADJ UNCH    2 0
 GG0236
 GG0236.Superseded values are not recommended for survey control.
 GG0236
 GG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0236.See file dsdata.pdf to determine how the superseded data were derived.
 GG0236
 GG0236_MARKER: DB = BENCH MARK DISK
 GG0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0236_STAMPING: V 70 1934
 GG0236_MARK LOGO: CGS
 GG0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0236+STABILITY: SURFACE MOTION
 GG0236
 GG0236  HISTORY     - Date     Condition        Report By
 GG0236  HISTORY     - 1934     MONUMENTED       CGS
 GG0236
 GG0236                          STATION DESCRIPTION
 GG0236
 GG0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0236'3.3 MI E FROM DELAWARE.
 GG0236'3.3 MILES EAST ALONG STATE HIGHWAY 25 FROM THE ST. LOUIS-SAN
 GG0236'FRANCISCO RAILWAY STATION AT GROVE, DELAWARE COUNTY, THENCE
 GG0236'5.8 MILES NORTH ALONG STATE HIGHWAY 10, 1/4 MILE WEST OF TOM
 GG0236'THOMLINSONS STONE FARMHOUSE IN 1934, AT A CURVE, IN A FENCE
 GG0236'CORNER, AND JUST EAST OF TWO OAK TREES.  A STANDARD DISK,
 GG0236'STAMPED V 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0710 ***********************************************************************
 GK0710  DESIGNATION -  V 71
 GK0710  PID         -  GK0710
 GK0710  STATE/COUNTY-  OK/TEXAS
 GK0710  COUNTRY     -  US
 GK0710  USGS QUAD   -  TEXHOMA NW (2018)
 GK0710
 GK0710                         *CURRENT SURVEY CONTROL
 GK0710  ______________________________________________________________________
 GK0710* NAD 83(1986) POSITION- 36 39 38.     (N) 101 53 19.     (W)   SCALED
 GK0710* NAVD 88 ORTHO HEIGHT -  1060.979 (meters)     3480.90  (feet) ADJUSTED
 GK0710  ______________________________________________________________________
 GK0710  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 GK0710  DYNAMIC HEIGHT  -       1059.854 (meters)     3477.20  (feet) COMP
 GK0710  MODELED GRAVITY -    979,535.5   (mgal)                       NAVD 88
 GK0710
 GK0710  VERT ORDER      -  SECOND    CLASS 0
 GK0710
 GK0710.The horizontal coordinates were scaled from a map and have
 GK0710.an estimated accuracy of +/- 6 seconds.
 GK0710
 GK0710.The orthometric height was determined by differential leveling and
 GK0710.adjusted by the NATIONAL GEODETIC SURVEY
 GK0710.in June 1991.
 GK0710
 GK0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0710.GEOID18 height accuracy estimate available here.
 GK0710
 GK0710.Click photographs - Photos may exist for this station.
 GK0710
 GK0710.The dynamic height is computed by dividing the NAVD 88
 GK0710.geopotential number by the normal gravity value computed on the
 GK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0710.degrees latitude (g = 980.6199 gals.).
 GK0710
 GK0710.The modeled gravity was interpolated from observed gravity values.
 GK0710
 GK0710;                    North         East    Units  Estimated Accuracy
 GK0710;SPC OK N     -   191,210.      252,440.      MT  (+/- 180 meters Scaled)
 GK0710
 GK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF418611(NAD 83)
 GK0710
 GK0710                          SUPERSEDED SURVEY CONTROL
 GK0710
 GK0710  NGVD 29 (??/??/92) 1060.498  (m)         3479.32   (f) ADJ UNCH    2 0
 GK0710
 GK0710.Superseded values are not recommended for survey control.
 GK0710
 GK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0710.See file dsdata.pdf to determine how the superseded data were derived.
 GK0710
 GK0710_MARKER: DB = BENCH MARK DISK
 GK0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0710_STAMPING: V 71 1935
 GK0710_MARK LOGO: CGS
 GK0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0710+STABILITY: SURFACE MOTION
 GK0710
 GK0710  HISTORY     - Date     Condition        Report By
 GK0710  HISTORY     - 1935     MONUMENTED       CGS
 GK0710  HISTORY     - 19980504 GOOD             OKDOT
 GK0710
 GK0710                          STATION DESCRIPTION
 GK0710
 GK0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0710'10.5 MI S FROM EVA.
 GK0710'10.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT THE
 GK0710'JUNCTION OF A ROAD LEADING WEST, 33 FEET WEST OF THE CENTER LINE OF
 GK0710'THE NORTH-AND-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE
 GK0710'EAST-AND-WEST ROAD, 3 FEET WEST OF A FENCE CORNER. AND 1 FOOT NORTH OF
 GK0710'THE FENCE. A STANDARD DISK, STAMPED V 71 1935 AND SET IN THE TOP OF A
 GK0710'CONCRETE POST.
 GK0710
 GK0710                          STATION RECOVERY (1998)
 GK0710
 GK0710'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0710'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND SH 95 AT FOUR
 GK0710'CORNERS, GO EAST ON US 64 FOR 1.0 MILE (1.6 KM) TO A CROSS ROAD. TURN
 GK0710'RIGHT AND GO SOUTH ON A GRAVEL COUNTY ROAD FOR 7.0 MILES (11.3 KM) TO
 GK0710'THE MARK ON THE RIGHT.  IT IS 38 FEET (11.6 M) WEST OF THE CENTERLINE
 GK0710'OF THE ROAD, 32 FEET (9.8 M) SOUTH OF A FENCE LINE EXTENDING EAST, 2
 GK0710'FEET (0.6 M) EAST OF THE WEST ROAD RIGHT-OF-WAY FENCE, 1 FOOT (0.3 M)
 GK0710'EAST OF A STEEL OKDOT WITNESS POST, 1 FOOT (0.3 M) SOUTH OF A STEEL
 GK0710'USC AND GS WITNESS POST, SET IN A CONCRETE POST THAT PROJECTS 1 INCH
 GK0710'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0001 ***********************************************************************
 GL0001  DESIGNATION -  V 72
 GL0001  PID         -  GL0001
 GL0001  STATE/COUNTY-  OK/TEXAS
 GL0001  COUNTRY     -  US
 GL0001  USGS QUAD   -  HOPKINS (2018)
 GL0001
 GL0001                         *CURRENT SURVEY CONTROL
 GL0001  ______________________________________________________________________
 GL0001* NAD 83(1986) POSITION- 36 45 45.     (N) 102 00 53.     (W)   SCALED
 GL0001* NAVD 88 ORTHO HEIGHT -  1118.610 (meters)     3669.97  (feet) ADJUSTED
 GL0001  ______________________________________________________________________
 GL0001  GEOID HEIGHT    -        -24.962 (meters)                     GEOID18
 GL0001  DYNAMIC HEIGHT  -       1117.427 (meters)     3666.09  (feet) COMP
 GL0001  MODELED GRAVITY -    979,535.7   (mgal)                       NAVD 88
 GL0001
 GL0001  VERT ORDER      -  SECOND    CLASS 0
 GL0001
 GL0001.The horizontal coordinates were scaled from a map and have
 GL0001.an estimated accuracy of +/- 6 seconds.
 GL0001
 GL0001.The orthometric height was determined by differential leveling and
 GL0001.adjusted by the NATIONAL GEODETIC SURVEY
 GL0001.in June 1991.
 GL0001
 GL0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0001.GEOID18 height accuracy estimate available here.
 GL0001
 GL0001.Click photographs - Photos may exist for this station.
 GL0001
 GL0001.The dynamic height is computed by dividing the NAVD 88
 GL0001.geopotential number by the normal gravity value computed on the
 GL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0001.degrees latitude (g = 980.6199 gals.).
 GL0001
 GL0001.The modeled gravity was interpolated from observed gravity values.
 GL0001
 GL0001;                    North         East    Units  Estimated Accuracy
 GL0001;SPC OK N     -   202,970.      241,640.      MT  (+/- 180 meters Scaled)
 GL0001
 GL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA664726(NAD 83)
 GL0001
 GL0001                          SUPERSEDED SURVEY CONTROL
 GL0001
 GL0001  NGVD 29 (??/??/92) 1118.113  (m)         3668.34   (f) ADJ UNCH    2 0
 GL0001
 GL0001.Superseded values are not recommended for survey control.
 GL0001
 GL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0001.See file dsdata.pdf to determine how the superseded data were derived.
 GL0001
 GL0001_MARKER: DB = BENCH MARK DISK
 GL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0001_STAMPING: V 72 1935
 GL0001_MARK LOGO: CGS
 GL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0001+STABILITY: SURFACE MOTION
 GL0001
 GL0001  HISTORY     - Date     Condition        Report By
 GL0001  HISTORY     - 1935     MONUMENTED       CGS
 GL0001  HISTORY     - 1940     MARK NOT FOUND   LOCSUR
 GL0001
 GL0001                          STATION DESCRIPTION
 GL0001
 GL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0001'30.0 MI E FROM BOISE CITY.
 GL0001'30.0 MI. E. OF ALONG U.S. HWY. NO. 64 ABOUT 0.6 MI. E. OF COTTON WOODS
 GL0001'STATION, AT A CROSS ROAD, 50 FT. N. OF THE CENTER LINE OF THE HWY., 3
 GL0001'FT. E. OF A TELEPHONE POLE.
 GL0001
 GL0001                          STATION RECOVERY (1940)
 GL0001
 GL0001'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1940
 GL0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0274 ***********************************************************************
 GK0274  DESIGNATION -  V 75
 GK0274  PID         -  GK0274
 GK0274  STATE/COUNTY-  OK/TEXAS
 GK0274  COUNTRY     -  US
 GK0274  USGS QUAD   -  STRAIGHT SW (2018)
 GK0274
 GK0274                         *CURRENT SURVEY CONTROL
 GK0274  ______________________________________________________________________
 GK0274* NAD 83(1986) POSITION- 36 48 21.     (N) 101 29 30.     (W)   SCALED
 GK0274* NAVD 88 ORTHO HEIGHT -   964.387 (meters)     3163.99  (feet) ADJUSTED
 GK0274  ______________________________________________________________________
 GK0274  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 GK0274  DYNAMIC HEIGHT  -        963.398 (meters)     3160.75  (feet) COMP
 GK0274  MODELED GRAVITY -    979,573.4   (mgal)                       NAVD 88
 GK0274
 GK0274  VERT ORDER      -  SECOND    CLASS 0
 GK0274
 GK0274.The horizontal coordinates were scaled from a map and have
 GK0274.an estimated accuracy of +/- 6 seconds.
 GK0274
 GK0274.The orthometric height was determined by differential leveling and
 GK0274.adjusted by the NATIONAL GEODETIC SURVEY
 GK0274.in June 1991.
 GK0274
 GK0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0274.GEOID18 height accuracy estimate available here.
 GK0274
 GK0274.Click photographs - Photos may exist for this station.
 GK0274
 GK0274.The dynamic height is computed by dividing the NAVD 88
 GK0274.geopotential number by the normal gravity value computed on the
 GK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0274.degrees latitude (g = 980.6199 gals.).
 GK0274
 GK0274.The modeled gravity was interpolated from observed gravity values.
 GK0274
 GK0274;                    North         East    Units  Estimated Accuracy
 GK0274;SPC OK N     -   205,970.      288,480.      MT  (+/- 180 meters Scaled)
 GK0274
 GK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF777762(NAD 83)
 GK0274
 GK0274                          SUPERSEDED SURVEY CONTROL
 GK0274
 GK0274  NGVD 29 (??/??/92)  963.951  (m)         3162.56   (f) ADJ UNCH    2 0
 GK0274
 GK0274.Superseded values are not recommended for survey control.
 GK0274
 GK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0274.See file dsdata.pdf to determine how the superseded data were derived.
 GK0274
 GK0274_MARKER: DB = BENCH MARK DISK
 GK0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0274_STAMPING: V 75 1935
 GK0274_MARK LOGO: CGS
 GK0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0274+STABILITY: SURFACE MOTION
 GK0274
 GK0274  HISTORY     - Date     Condition        Report By
 GK0274  HISTORY     - 1935     MONUMENTED       CGS
 GK0274  HISTORY     - 1965     GOOD             USGS
 GK0274
 GK0274                          STATION DESCRIPTION
 GK0274
 GK0274'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GK0274'8.6 MI N FROM GUYMON.
 GK0274'GUYMON, 8.6 MI. NORTH ALONG STATE HWY 136 FROM THE TEXAS COUNTY
 GK0274'COURTHOUSE NEAR COR OF SECS.  I3-18-19 AND 24, T-4-N, RS-14 AND 15-E,
 GK0274'29 FT. SOUTH AND 154 FT WEST OF X-RDS.  ON EDGE OF A PLOWED FIELD.  A
 GK0274'STD USC AND GS TABLET STAMPED V 35 1935 AND SET IN THE TOP OF A CINC.
 GK0274'POST.  MARKED WITH A WITNESS SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0605 ***********************************************************************
 FH0605  DESIGNATION -  V 77
 FH0605  PID         -  FH0605
 FH0605  STATE/COUNTY-  OK/MUSKOGEE
 FH0605  COUNTRY     -  US
 FH0605  USGS QUAD   -  STIGLER NE (2018)
 FH0605
 FH0605                         *CURRENT SURVEY CONTROL
 FH0605  ______________________________________________________________________
 FH0605* NAD 83(1986) POSITION- 35 27 21.     (N) 095 04 30.     (W)   SCALED
 FH0605* NAVD 88 ORTHO HEIGHT -   143.431 (meters)      470.57  (feet) ADJUSTED
 FH0605  ______________________________________________________________________
 FH0605  GEOID HEIGHT    -        -30.019 (meters)                     GEOID18
 FH0605  DYNAMIC HEIGHT  -        143.297 (meters)      470.13  (feet) COMP
 FH0605  MODELED GRAVITY -    979,701.2   (mgal)                       NAVD 88
 FH0605
 FH0605  VERT ORDER      -  SECOND    CLASS 0
 FH0605
 FH0605.The horizontal coordinates were scaled from a map and have
 FH0605.an estimated accuracy of +/- 6 seconds.
 FH0605
 FH0605.The orthometric height was determined by differential leveling and
 FH0605.adjusted by the NATIONAL GEODETIC SURVEY
 FH0605.in June 1991.
 FH0605
 FH0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0605.GEOID18 height accuracy estimate available here.
 FH0605
 FH0605.Click photographs - Photos may exist for this station.
 FH0605
 FH0605.The dynamic height is computed by dividing the NAVD 88
 FH0605.geopotential number by the normal gravity value computed on the
 FH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0605.degrees latitude (g = 980.6199 gals.).
 FH0605
 FH0605.The modeled gravity was interpolated from observed gravity values.
 FH0605
 FH0605;                    North         East    Units  Estimated Accuracy
 FH0605;SPC OK N     -    54,580.      865,490.      MT  (+/- 180 meters Scaled)
 FH0605
 FH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV116255(NAD 83)
 FH0605
 FH0605                          SUPERSEDED SURVEY CONTROL
 FH0605
 FH0605  NGVD 29 (??/??/92)  143.315  (m)          470.19   (f) ADJ UNCH    2 0
 FH0605
 FH0605.Superseded values are not recommended for survey control.
 FH0605
 FH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0605.See file dsdata.pdf to determine how the superseded data were derived.
 FH0605
 FH0605_MARKER: DB = BENCH MARK DISK
 FH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0605_STAMPING: V 77 1940
 FH0605_MARK LOGO: CGS
 FH0605_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0605+STABILITY: SURFACE MOTION
 FH0605
 FH0605  HISTORY     - Date     Condition        Report By
 FH0605  HISTORY     - 1940     MONUMENTED       CGS
 FH0605  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0605
 FH0605                          STATION DESCRIPTION
 FH0605
 FH0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0605'7.1 MI SE FROM WEBBERS FALLS.
 FH0605'7.1 MILES SOUTHEAST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0605'FROM THE POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON
 FH0605'GRAVELED ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN
 FH0605'GRAVELED ROAD, GO 3.0 MILES, TURN LEFT (EAST) AT T-INTERSECTION,
 FH0605'GO 1.5 MILES, TURN RIGHT (SOUTH) AT T-INTERSECTION GO 0.5 MILE,
 FH0605'TURN LEFT (EAST) AT CROSS-ROADS, GO 1.1 MILES, TURN LEFT (NORTH)
 FH0605'ONTO FARM ROAD, GO 0.3 MILE.  BENCH MARK IS LOCATED NEAR THE SOUTH
 FH0605'BANK OF THE ARKANSAS RIVER, ABOUT MIDWAY BETWEEN THE CANADIAN
 FH0605'RIVER AND DIRTY CREEK, 0.6 MILE NORTHEAST OF BRIDGE OVER DIRTY
 FH0605'CREEK, 700 FEET SOUTH OF THE SOUTH BANK OF ARKANSAS RIVER, 108
 FH0605'FEET EAST OF THE T-INTERSECTION OF FARM ROADS, 9 FEET WEST OF
 FH0605'A COTTONWOOD TREE (TREE IS 1.3 FEET IN DIAMETER AND HAS SEVERAL
 FH0605'LARGE STONES PILED AROUND IT), 2 FEET EAST OF A 4 X 4 INCH
 FH0605'WOODEN POST PAINTED WHITE PROJECTING 1.8 FEET.  MONUMENT PROJECTS
 FH0605'0.5 FOOT.  NOTE-- THE BRIDGE IS GONE OVER DIRTY CREEK.  AREA
 FH0605'FLOODED SEVERAL TIMES.
 FH0605
 FH0605                          STATION RECOVERY (1960)
 FH0605
 FH0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0605'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0535 ***********************************************************************
 FH0535  DESIGNATION -  V 78 RESET
 FH0535  PID         -  FH0535
 FH0535  STATE/COUNTY-  OK/MUSKOGEE
 FH0535  COUNTRY     -  US
 FH0535  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0535
 FH0535                         *CURRENT SURVEY CONTROL
 FH0535  ______________________________________________________________________
 FH0535* NAD 83(1986) POSITION- 35 46 11.     (N) 095 21 28.     (W)   SCALED
 FH0535* NAVD 88 ORTHO HEIGHT -   169.97  (meters)      557.6   (feet) RESET
 FH0535  ______________________________________________________________________
 FH0535  GEOID HEIGHT    -        -29.440 (meters)                     GEOID18
 FH0535  VERT ORDER      -  THIRD
 FH0535
 FH0535.The horizontal coordinates were scaled from a map and have
 FH0535.an estimated accuracy of +/- 6 seconds.
 FH0535
 FH0535.The orthometric height was computed from unverified reset data.
 FH0535
 FH0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0535.GEOID18 height accuracy estimate available here.
 FH0535
 FH0535.Click photographs - Photos may exist for this station.
 FH0535
 FH0535;                    North         East    Units  Estimated Accuracy
 FH0535;SPC OK N     -    88,650.      838,890.      MT  (+/- 180 meters Scaled)
 FH0535
 FH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV868609(NAD 83)
 FH0535
 FH0535                          SUPERSEDED SURVEY CONTROL
 FH0535
 FH0535.No superseded survey control is available for this station.
 FH0535
 FH0535_MARKER: DB = BENCH MARK DISK
 FH0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0535_STAMPING: V 78 RESET 1955
 FH0535_MARK LOGO: CGS
 FH0535_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0535+STABILITY: SURFACE MOTION
 FH0535
 FH0535  HISTORY     - Date     Condition        Report By
 FH0535  HISTORY     - 1955     MONUMENTED       CGS
 FH0535  HISTORY     - 19550423 GOOD             OKDH
 FH0535
 FH0535                          STATION DESCRIPTION
 FH0535
 FH0535'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1955
 FH0535'1.5 MI NW FROM MUSKOGEE.
 FH0535'0.3 MILE NORTHEAST ALONG CHEROKEE STREET FROM THE
 FH0535'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT MUSKOGEE, MUSKOGEE
 FH0535'COUNTY, THENCE 0.1 MILE WEST ALONG FONDULAC STREET, AND THENCE
 FH0535'1.1 MILES NORTH ALONG A GRAVEL ROAD, 0.4 MILE WEST OF THE
 FH0535'CROSSING OF THE MISSOURI-KANSAS-TEXAS AND MIDLAND VALLEY
 FH0535'RAILROADS, 24 FEET SOUTH AND 52 FEET EAST OF THE NORTHWEST
 FH0535'CORNER OF SEC. 24, T 15 N, R 18 E AT THE INTERSECTION OF MILL
 FH0535'AND SHAWNEE STREETS IN MUSKOGEE, 1.5 FEET EAST OF A CONCRETE
 FH0535'RIGHT-OF-WAY MARKER, 1.4 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 FH0535'MARKER, AND 1.5 FEET SOUTH OF AN ALUMINUM-PAINTED WOODEN POST.
 FH0535'A STANDARD DISK, STAMPED V 78 RESET 1955 AND SET IN THE TOP OF A
 FH0535'CONCRETE-FILLED 8-INCH STEEL PIPE PROJECTING 0.3 FOOT ABOVE
 FH0535'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0259 ***********************************************************************
 FJ0259  DESIGNATION -  V 8
 FJ0259  PID         -  FJ0259
 FJ0259  STATE/COUNTY-  OK/LINCOLN
 FJ0259  COUNTRY     -  US
 FJ0259  USGS QUAD   -  WELLSTON (2018)
 FJ0259
 FJ0259                         *CURRENT SURVEY CONTROL
 FJ0259  ______________________________________________________________________
 FJ0259* NAD 83(1986) POSITION- 35 41 40.     (N) 097 04 07.     (W)   SCALED
 FJ0259* NAVD 88 ORTHO HEIGHT -   262.594 (meters)      861.53  (feet) ADJUSTED
 FJ0259  ______________________________________________________________________
 FJ0259  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 FJ0259  DYNAMIC HEIGHT  -        262.349 (meters)      860.72  (feet) COMP
 FJ0259  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 FJ0259
 FJ0259  VERT ORDER      -  FIRST     CLASS II
 FJ0259
 FJ0259.The horizontal coordinates were scaled from a map and have
 FJ0259.an estimated accuracy of +/- 6 seconds.
 FJ0259
 FJ0259.The orthometric height was determined by differential leveling and
 FJ0259.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0259.in August 1994.
 FJ0259
 FJ0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0259.GEOID18 height accuracy estimate available here.
 FJ0259
 FJ0259.Click photographs - Photos may exist for this station.
 FJ0259
 FJ0259.The dynamic height is computed by dividing the NAVD 88
 FJ0259.geopotential number by the normal gravity value computed on the
 FJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0259.degrees latitude (g = 980.6199 gals.).
 FJ0259
 FJ0259.The modeled gravity was interpolated from observed gravity values.
 FJ0259
 FJ0259;                    North         East    Units  Estimated Accuracy
 FJ0259;SPC OK N     -    77,460.      684,300.      MT  (+/- 180 meters Scaled)
 FJ0259
 FJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE747517(NAD 83)
 FJ0259
 FJ0259                          SUPERSEDED SURVEY CONTROL
 FJ0259
 FJ0259  NAVD 88 (06/15/91)  262.614  (m)          861.59   (f) SUPERSEDED  1 2
 FJ0259  NGVD 29 (??/??/92)  262.519  (m)          861.28   (f) ADJ UNCH    1 2
 FJ0259
 FJ0259.Superseded values are not recommended for survey control.
 FJ0259
 FJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0259.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0259
 FJ0259_MARKER: DB = BENCH MARK DISK
 FJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0259_STAMPING: V 8 19133
 FJ0259_MARK LOGO: CGS
 FJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0259+STABILITY: SURFACE MOTION
 FJ0259
 FJ0259  HISTORY     - Date     Condition        Report By
 FJ0259  HISTORY     - 1933     MONUMENTED       CGS
 FJ0259  HISTORY     - 1934     GOOD             CGS
 FJ0259  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 FJ0259
 FJ0259                          STATION DESCRIPTION
 FJ0259
 FJ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0259'IN WELLSTON.
 FJ0259'IN WELLSTON.  ON S.L.-S.F. R.R. AT MP 506/05 1/2.  0.75 MILE
 FJ0259'W. OF WELLSTON STATION.  35 FEET N. OF TRACK AND 70 FEET W.
 FJ0259'OF ROAD CROSSING.
 FJ0259
 FJ0259                          STATION RECOVERY (1934)
 FJ0259
 FJ0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0259'RECOVERED IN GOOD CONDITION.
 FJ0259
 FJ0259                          STATION RECOVERY (2022)
 FJ0259
 FJ0259'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FJ0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0222 ***********************************************************************
 EM0222  DESIGNATION -  V 96
 EM0222  PID         -  EM0222
 EM0222  STATE/COUNTY-  OK/KIOWA
 EM0222  COUNTRY     -  US
 EM0222  USGS QUAD   -  LONG MOUNTAIN (2018)
 EM0222
 EM0222                         *CURRENT SURVEY CONTROL
 EM0222  ______________________________________________________________________
 EM0222* NAD 83(1986) POSITION- 34 38 17.     (N) 099 05 18.     (W)   SCALED
 EM0222* NAVD 88 ORTHO HEIGHT -   406.793 (meters)     1334.62  (feet) ADJUSTED
 EM0222  ______________________________________________________________________
 EM0222  GEOID HEIGHT    -        -26.231 (meters)                     GEOID18
 EM0222  DYNAMIC HEIGHT  -        406.383 (meters)     1333.27  (feet) COMP
 EM0222  MODELED GRAVITY -    979,612.2   (mgal)                       NAVD 88
 EM0222
 EM0222  VERT ORDER      -  SECOND    CLASS 0
 EM0222
 EM0222.The horizontal coordinates were scaled from a map and have
 EM0222.an estimated accuracy of +/- 6 seconds.
 EM0222
 EM0222.The orthometric height was determined by differential leveling and
 EM0222.adjusted by the NATIONAL GEODETIC SURVEY
 EM0222.in June 1991.
 EM0222
 EM0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0222.GEOID18 height accuracy estimate available here.
 EM0222
 EM0222.Click photographs - Photos may exist for this station.
 EM0222
 EM0222.The dynamic height is computed by dividing the NAVD 88
 EM0222.geopotential number by the normal gravity value computed on the
 EM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0222.degrees latitude (g = 980.6199 gals.).
 EM0222
 EM0222.The modeled gravity was interpolated from observed gravity values.
 EM0222
 EM0222;                    North         East    Units  Estimated Accuracy
 EM0222;SPC OK S     -   145,260.      500,220.      MT  (+/- 180 meters Scaled)
 EM0222
 EM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD919329(NAD 83)
 EM0222
 EM0222                          SUPERSEDED SURVEY CONTROL
 EM0222
 EM0222  NGVD 29 (??/??/92)  406.644  (m)         1334.13   (f) ADJ UNCH    2 0
 EM0222
 EM0222.Superseded values are not recommended for survey control.
 EM0222
 EM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0222.See file dsdata.pdf to determine how the superseded data were derived.
 EM0222
 EM0222_MARKER: DB = BENCH MARK DISK
 EM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0222_STAMPING: V 96 1934
 EM0222_MARK LOGO: CGS
 EM0222_PROJECTION: FLUSH
 EM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0222+STABILITY: SURFACE MOTION
 EM0222
 EM0222  HISTORY     - Date     Condition        Report By
 EM0222  HISTORY     - 1934     MONUMENTED       CGS
 EM0222  HISTORY     - 1962     GOOD             USGS
 EM0222  HISTORY     - 1963     GOOD             CGS
 EM0222
 EM0222                          STATION DESCRIPTION
 EM0222
 EM0222'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0222'3.5 MI NE FROM HEADRICK.
 EM0222'HEADRICK, 0.5 MILE NORTH AND 3.0 MILES EAST OF. T. 2 N., R. 18 W.,
 EM0222'NEAR COR. SECS. 15, 16, 21 AND 22.  46 FT. NORTH AND 57 FT. EAST OF
 EM0222'INTERSECTION OF R.R. TRACKS AND ROAD.  15 FT. NORTH AND 2 FT. WEST OF
 EM0222'FENCE CORNER POST.  IN CONCRETE POST FLUSH.  STANDARD DISK STAMPED V
 EM0222'96 1934 PAINTED BM 1334.1.
 EM0222
 EM0222                          STATION RECOVERY (1963)
 EM0222
 EM0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0461 ***********************************************************************
 EM0461  DESIGNATION -  V 97
 EM0461  PID         -  EM0461
 EM0461  STATE/COUNTY-  OK/HARMON
 EM0461  COUNTRY     -  US
 EM0461  USGS QUAD   -  GOULD (2018)
 EM0461
 EM0461                         *CURRENT SURVEY CONTROL
 EM0461  ______________________________________________________________________
 EM0461* NAD 83(1986) POSITION- 34 40 27.     (N) 099 49 09.     (W)   SCALED
 EM0461* NAVD 88 ORTHO HEIGHT -   493.391 (meters)     1618.73  (feet) POSTED
 EM0461  ______________________________________________________________________
 EM0461  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 EM0461  DYNAMIC HEIGHT  -        492.85  (meters)     1617.0   (feet) COMP
 EM0461  MODELED GRAVITY -    979,517.8   (mgal)                       NAVD 88
 EM0461
 EM0461  VERT ORDER      -  * POSTED, SEE BELOW
 EM0461
 EM0461.The horizontal coordinates were scaled from a map and have
 EM0461.an estimated accuracy of +/- 6 seconds.
 EM0461
 EM0461.The orthometric height was determined by differential leveling
 EM0461.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0461
 EM0461.* This is a POSTED BENCH MARK height.
 EM0461
 EM0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0461.GEOID18 height accuracy estimate available here.
 EM0461
 EM0461.Click photographs - Photos may exist for this station.
 EM0461
 EM0461.The dynamic height is computed by dividing the NAVD 88
 EM0461.geopotential number by the normal gravity value computed on the
 EM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0461.degrees latitude (g = 980.6199 gals.).
 EM0461
 EM0461.The modeled gravity was interpolated from observed gravity values.
 EM0461
 EM0461;                    North         East    Units  Estimated Accuracy
 EM0461;SPC OK S     -   150,230.      433,300.      MT  (+/- 180 meters Scaled)
 EM0461
 EM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD249372(NAD 83)
 EM0461
 EM0461                          SUPERSEDED SURVEY CONTROL
 EM0461
 EM0461  NGVD 29 (??/??/92)  493.147  (m)         1617.93   (f) ADJ UNCH    2 0
 EM0461
 EM0461.Superseded values are not recommended for survey control.
 EM0461
 EM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0461.See file dsdata.pdf to determine how the superseded data were derived.
 EM0461
 EM0461_MARKER: DB = BENCH MARK DISK
 EM0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0461_STAMPING: V 97 1934
 EM0461_MARK LOGO: CGS
 EM0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0461+STABILITY: SURFACE MOTION
 EM0461
 EM0461  HISTORY     - Date     Condition        Report By
 EM0461  HISTORY     - 1934     MONUMENTED       CGS
 EM0461  HISTORY     - 1963     GOOD             CGS
 EM0461  HISTORY     - 1978     GOOD             USGS
 EM0461  HISTORY     - 1986     GOOD             DMA
 EM0461
 EM0461                          STATION DESCRIPTION
 EM0461
 EM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0461'5.4 MI E FROM HOLLIS.
 EM0461'5.4 MI E ON M.K.T. RY 7 POLES W OF MILE POST NO. 105, NORTH OF A SMALL
 EM0461'RESERVOIR, 49 FEET N OF THE CENTERLINE OF THE TRACK, 6 FEET N OF A
 EM0461'TELEGRAPH POLE, AND 1 FOOT S OF A FENCE LINE.
 EM0461
 EM0461                          STATION RECOVERY (1963)
 EM0461
 EM0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0461'RECOVERED IN GOOD CONDITION.
 EM0461
 EM0461                          STATION RECOVERY (1978)
 EM0461
 EM0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EM0461'RR IS ABANDONED NOW, ONLY THE GRADE EXISTS. TO REACH FROM GOULD...
 EM0461'FROM THE JUNCTION OF STATE HWY 5 AND US HWY 62 IN GOULD, GO WEST
 EM0461'ALONG HWY 62 3.4 MILES TO AN INTERSECTING NORTH-SOUTH COUNTY DIRT
 EM0461'ROAD. THENCE GO SOUTH ON COUNTY ROAD 0.5 MILES TO THE OLD RR GRADE
 EM0461'CROSSING THE COUNTY ROAD. FROM THE CENTERLINE OF THE COUNTY ROAD AND
 EM0461'THE RR GRADE, GO EAST ON THE OLD RR GRADE A DISTANCE OF 1263 FT. THE
 EM0461'BM IS LOCATED AT A POINT 46 FT NORTH OF THE OLD RR GRADE,
 EM0461'(CENTERLINE), AND ABOUT 1 FT SOUTH OF A FENCE. STANDARD DISC V 97
 EM0461'1934.
 EM0461
 EM0461                          STATION RECOVERY (1986)
 EM0461
 EM0461'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (HDP)
 EM0461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0470 ***********************************************************************
 EK0470  DESIGNATION -  V 99
 EK0470  PID         -  EK0470
 EK0470  STATE/COUNTY-  OK/PUSHMATAHA
 EK0470  COUNTRY     -  US
 EK0470  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0470
 EK0470                         *CURRENT SURVEY CONTROL
 EK0470  ______________________________________________________________________
 EK0470* NAD 83(1986) POSITION- 34 21 11.     (N) 095 06 08.     (W)   SCALED
 EK0470* NAVD 88 ORTHO HEIGHT -   235.917 (meters)      774.00  (feet) ADJUSTED
 EK0470  ______________________________________________________________________
 EK0470  GEOID HEIGHT    -        -30.924 (meters)                     GEOID18
 EK0470  DYNAMIC HEIGHT  -        235.656 (meters)      773.15  (feet) COMP
 EK0470  MODELED GRAVITY -    979,524.8   (mgal)                       NAVD 88
 EK0470
 EK0470  VERT ORDER      -  SECOND    CLASS 0
 EK0470
 EK0470.The horizontal coordinates were scaled from a map and have
 EK0470.an estimated accuracy of +/- 6 seconds.
 EK0470
 EK0470.The orthometric height was determined by differential leveling and
 EK0470.adjusted by the NATIONAL GEODETIC SURVEY
 EK0470.in June 1991.
 EK0470
 EK0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0470.GEOID18 height accuracy estimate available here.
 EK0470
 EK0470.Click photographs - Photos may exist for this station.
 EK0470
 EK0470.The dynamic height is computed by dividing the NAVD 88
 EK0470.geopotential number by the normal gravity value computed on the
 EK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0470.degrees latitude (g = 980.6199 gals.).
 EK0470
 EK0470.The modeled gravity was interpolated from observed gravity values.
 EK0470
 EK0470;                    North         East    Units  Estimated Accuracy
 EK0470;SPC OK S     -   116,940.      866,550.      MT  (+/- 180 meters Scaled)
 EK0470
 EK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU066033(NAD 83)
 EK0470
 EK0470                          SUPERSEDED SURVEY CONTROL
 EK0470
 EK0470  NGVD 29 (??/??/92)  235.841  (m)          773.76   (f) ADJ UNCH    2 0
 EK0470
 EK0470.Superseded values are not recommended for survey control.
 EK0470
 EK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0470.See file dsdata.pdf to determine how the superseded data were derived.
 EK0470
 EK0470_MARKER: DB = BENCH MARK DISK
 EK0470_SETTING: 66 = SET IN ROCK OUTCROP
 EK0470_STAMPING: V 99 1960
 EK0470_MARK LOGO: CGS
 EK0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0470+STABILITY: POSITION/ELEVATION WELL
 EK0470
 EK0470  HISTORY     - Date     Condition        Report By
 EK0470  HISTORY     - 1960     MONUMENTED       CGS
 EK0470
 EK0470                          STATION DESCRIPTION
 EK0470
 EK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0470'6.2 MI SW FROM PICKENS.
 EK0470'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0470'AT PICKENS, THENCE 5.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 EK0470'IN SECTION 26, R 21 E, T 2 S, SET IN THE TOP OF A ROCK OUTCROP
 EK0470'ON THE EAST BANK OF A SMALL DRAW, 94 FEET SOUTHEAST OF THE
 EK0470'CENTER LINE OF THE ROAD, AND ABOUT 6 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0512 ***********************************************************************
 GH0512  DESIGNATION -  V RESET
 GH0512  PID         -  GH0512
 GH0512  STATE/COUNTY-  OK/GRANT
 GH0512  COUNTRY     -  US
 GH0512  USGS QUAD   -  WAKITA SE (2018)
 GH0512
 GH0512                         *CURRENT SURVEY CONTROL
 GH0512  ______________________________________________________________________
 GH0512* NAD 83(1986) POSITION- 36 50 46.     (N) 097 49 12.     (W)   SCALED
 GH0512* NAVD 88 ORTHO HEIGHT -   339.521 (meters)     1113.91  (feet) ADJUSTED
 GH0512  ______________________________________________________________________
 GH0512  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 GH0512  DYNAMIC HEIGHT  -        339.238 (meters)     1112.98  (feet) COMP
 GH0512  MODELED GRAVITY -    979,789.0   (mgal)                       NAVD 88
 GH0512
 GH0512  VERT ORDER      -  FIRST     CLASS II
 GH0512
 GH0512.The horizontal coordinates were scaled from a map and have
 GH0512.an estimated accuracy of +/- 6 seconds.
 GH0512
 GH0512.The orthometric height was determined by differential leveling and
 GH0512.adjusted by the NATIONAL GEODETIC SURVEY
 GH0512.in June 1991.
 GH0512
 GH0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0512.GEOID18 height accuracy estimate available here.
 GH0512
 GH0512.Click photographs - Photos may exist for this station.
 GH0512
 GH0512.The dynamic height is computed by dividing the NAVD 88
 GH0512.geopotential number by the normal gravity value computed on the
 GH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0512.degrees latitude (g = 980.6199 gals.).
 GH0512
 GH0512.The modeled gravity was interpolated from observed gravity values.
 GH0512
 GH0512;                    North         East    Units  Estimated Accuracy
 GH0512;SPC OK N     -   204,850.      616,060.      MT  (+/- 180 meters Scaled)
 GH0512
 GH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF052784(NAD 83)
 GH0512
 GH0512                          SUPERSEDED SURVEY CONTROL
 GH0512
 GH0512  NGVD 29 (??/??/92)  339.403  (m)         1113.52   (f) ADJ UNCH    1 2
 GH0512
 GH0512.Superseded values are not recommended for survey control.
 GH0512
 GH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0512.See file dsdata.pdf to determine how the superseded data were derived.
 GH0512
 GH0512_MARKER: H = DRILL HOLE
 GH0512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0512_STAMPING: USBM
 GH0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0512
 GH0512  HISTORY     - Date     Condition        Report By
 GH0512  HISTORY     - UNK      MONUMENTED       CGS
 GH0512  HISTORY     - 1953     GOOD             CGS
 GH0512  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0512
 GH0512                          STATION DESCRIPTION
 GH0512
 GH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0512'AT CLYDE.
 GH0512'AT CLYDE, 4 1/2 RAILS EAST OF THE STATION SIGN, 40 FEET SOUTH OF
 GH0512'THE SOUTH RAIL OF THE MAIN TRACK, 10 FEET SOUTH OF THE NORTHEAST
 GH0512'CORNER OF AN OLD GRAIN ELEVATOR, 3 FEET EAST OF THE EAST WALL
 GH0512'OF THE ELEVATOR, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 GH0512'STONE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 GH0512
 GH0512                          STATION RECOVERY (1985)
 GH0512
 GH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0512'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0959 ***********************************************************************
 EK0959  DESIGNATION -  VALLEY
 EK0959  PID         -  EK0959
 EK0959  STATE/COUNTY-  OK/PUSHMATAHA
 EK0959  COUNTRY     -  US
 EK0959  USGS QUAD   -  KIAMICHI (2019)
 EK0959
 EK0959                         *CURRENT SURVEY CONTROL
 EK0959  ______________________________________________________________________
 EK0959* NAD 83(1993) POSITION- 34 38 07.95239(N) 095 11 02.44254(W)   ADJUSTED
 EK0959* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 EK0959  ______________________________________________________________________
 EK0959  GEOID HEIGHT    -        -31.648 (meters)                     GEOID18
 EK0959  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 EK0959  HORZ ORDER      -  SECOND
 EK0959
 EK0959.The horizontal coordinates were established by classical geodetic methods
 EK0959.and adjusted by the National Geodetic Survey in November 1994.
 EK0959
 EK0959.The orthometric height was scaled from a topographic map.
 EK0959
 EK0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0959.GEOID18 height accuracy estimate available here.
 EK0959
 EK0959.Click photographs - Photos may exist for this station.
 EK0959
 EK0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0959
 EK0959. The following values were computed from the NAD 83(1993) position.
 EK0959
 EK0959;                    North         East     Units Scale Factor Converg.
 EK0959;SPC OK S     -   148,046.567   858,151.085   MT  0.99993634   +1 35 54.2
 EK0959;SPC OK S     -   485,716.11  2,815,450.68   sFT  0.99993634   +1 35 54.2
 EK0959;UTM  15      - 3,834,796.472   299,808.388   MT  1.00009399   -1 14 30.1
 EK0959
 EK0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0959!SPC OK S     -   0.99997293  x   0.99993634  =   0.99990927
 EK0959!UTM  15      -   0.99997293  x   1.00009399  =   1.00006692
 EK0959
 EK0959:                Primary Azimuth Mark                     Grid Az
 EK0959:SPC OK S     -  VALLEY AZ MK                             091 45 15.1
 EK0959:UTM  15      -  VALLEY AZ MK                             094 35 39.4
 EK0959
 EK0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU9980834796(NAD 83)
 EK0959
 EK0959|---------------------------------------------------------------------|
 EK0959| PID    Reference Object                     Distance      Geod. Az  |
 EK0959|                                                           dddmmss.s |
 EK0959| CY2553 VALLEY RM 1                          22.422 METERS 08500     |
 EK0959| CY2552 VALLEY AZ MK                                       0932109.3 |
 EK0959| CY2554 VALLEY RM 2                          21.603 METERS 18502     |
 EK0959|---------------------------------------------------------------------|
 EK0959
 EK0959                          SUPERSEDED SURVEY CONTROL
 EK0959
 EK0959  NAD 83(1986)-  34 38 07.95433(N)    095 11 02.43070(W) AD(       ) 2
 EK0959  NAD 27      -  34 38 07.59000(N)    095 11 01.55300(W) AD(       ) 2
 EK0959
 EK0959.Superseded values are not recommended for survey control.
 EK0959
 EK0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0959.See file dsdata.pdf to determine how the superseded data were derived.
 EK0959
 EK0959_MARKER: DS = TRIANGULATION STATION DISK
 EK0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0959_STAMPING: VALLEY 1952
 EK0959_MARK LOGO: CGS
 EK0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0959+STABILITY: SURFACE MOTION
 EK0959
 EK0959  HISTORY     - Date     Condition        Report By
 EK0959  HISTORY     - 1952     MONUMENTED       CGS
 EK0959
 EK0959                          STATION DESCRIPTION
 EK0959
 EK0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0959'THE STATION IS LOCATED ABOUT 5-1/4 MILES EAST OF ALBION AND
 EK0959'3/4 MILE EAST OF THE KIAMICHI POST OFFICE.  IT IS 42 FEET NORTH
 EK0959'OF THE CENTERLINE OF U.S. HIGHWAY 271, 9 FEET SOUTH OF A
 EK0959'RIGHT-OF-WAY FENCELINE AND 2 FEET EAST SOUTHEAST OF A WHITE
 EK0959'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0959'IS STAMPED VALLEY 1952.
 EK0959'
 EK0959'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE CENTERLINE OF
 EK0959'THE HIGHWAY, AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 EK0959'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED VALLEY
 EK0959'NO 1 1952.
 EK0959'
 EK0959'REFERENCE MARK NO. 2 IS 65 FEET WEST OF THE CENTERLINE OF
 EK0959'A DIRT ROAD, AND 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 EK0959'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0959'VALLEY NO 2 1952.
 EK0959'
 EK0959'AZIMUTH MARK IS 110 FEET EAST OF THE CENTERLINE OF A ROAD,
 EK0959'77 FEET EAST OF A POWER LINE POLE, 46 FEET SOUTH OF THE
 EK0959'CENTERLINE OF U.S. HIGHWAY 271, 7 FEET NORTH OF A RIGHT-OF-WAY
 EK0959'FENCELINE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE
 EK0959'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED VALLEY 1952.
 EK0959'
 EK0959'TO REACH THE STATION FROM THE RAILROAD TRACK ON U.S. HIGHWAY
 EK0959'271 AT THE EAST EDGE OF ALBION, GO WESTERLY ON U.S. HIGHWAY
 EK0959'271 FOR 4.6 MILES TO THE KIAMICHI POST OFFICE.  CONTINUE
 EK0959'EASTERLY ON U.S. HIGHWAY 271 FOR 0.3 MILE TO AZIMUTH MARK
 EK0959'ON SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE EASTERLY ON
 EK0959'U.S. HIGHWAY 271 FOR 0.3 MILE TO STATION ON NORTH SIDE OF
 EK0959'ROAD AS DESCRIBED.
 EK0959'
 EK0959'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0966 ***********************************************************************
 GH0966  DESIGNATION -  VALLEY
 GH0966  PID         -  GH0966
 GH0966  STATE/COUNTY-  OK/PAWNEE
 GH0966  COUNTRY     -  US
 GH0966  USGS QUAD   -  CASEY (2018)
 GH0966
 GH0966                         *CURRENT SURVEY CONTROL
 GH0966  ______________________________________________________________________
 GH0966* NAD 83(1993) POSITION- 36 15 14.16454(N) 096 41 33.74487(W)   ADJUSTED
 GH0966* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 GH0966  ______________________________________________________________________
 GH0966  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GH0966  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 GH0966  HORZ ORDER      -  THIRD
 GH0966
 GH0966.The horizontal coordinates were established by classical geodetic methods
 GH0966.and adjusted by the National Geodetic Survey in November 1994.
 GH0966
 GH0966.The orthometric height was scaled from a topographic map.
 GH0966
 GH0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0966.GEOID18 height accuracy estimate available here.
 GH0966
 GH0966.Click photographs - Photos may exist for this station.
 GH0966
 GH0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0966
 GH0966. The following values were computed from the NAD 83(1993) position.
 GH0966
 GH0966;                    North         East     Units Scale Factor Converg.
 GH0966;SPC OK N     -   139,918.958   717,481.496   MT  0.99994654   +0 46 17.4
 GH0966;SPC OK N     -   459,050.78  2,353,937.21   sFT  0.99994654   +0 46 17.4
 GH0966;UTM  14      - 4,014,583.214   707,299.118   MT  1.00012950   +1 21 53.8
 GH0966
 GH0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0966!SPC OK N     -   0.99995421  x   0.99994654  =   0.99990075
 GH0966!UTM  14      -   0.99995421  x   1.00012950  =   1.00008371
 GH0966
 GH0966:                Primary Azimuth Mark                     Grid Az
 GH0966:SPC OK N     -  VALLEY AZ MK                             357 57 59.4
 GH0966:UTM  14      -  VALLEY AZ MK                             357 22 23.0
 GH0966
 GH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0729914583(NAD 83)
 GH0966
 GH0966|---------------------------------------------------------------------|
 GH0966| PID    Reference Object                     Distance      Geod. Az  |
 GH0966|                                                           dddmmss.s |
 GH0966| CI3491 VALLEY RM 1                           7.570 METERS 08055     |
 GH0966| GH0967 HALLETT MUNICIPAL STANDPIPE         APPROX.11.7 KM 1034541.0 |
 GH0966| CI3492 VALLEY RM 2                           6.364 METERS 33142     |
 GH0966| CI3490 VALLEY AZ MK                                       3584416.8 |
 GH0966|---------------------------------------------------------------------|
 GH0966
 GH0966                          SUPERSEDED SURVEY CONTROL
 GH0966
 GH0966  NAD 83(1986)-  36 15 14.17774(N)    096 41 33.72952(W) AD(       ) 3
 GH0966  NAD 27      -  36 15 13.95823(N)    096 41 32.62320(W) AD(       ) 3
 GH0966
 GH0966.Superseded values are not recommended for survey control.
 GH0966
 GH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0966.See file dsdata.pdf to determine how the superseded data were derived.
 GH0966
 GH0966_MARKER: DS = TRIANGULATION STATION DISK
 GH0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0966_STAMPING: VALLEY 1963
 GH0966_MARK LOGO: CGS
 GH0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0966+STABILITY: SURFACE MOTION
 GH0966
 GH0966  HISTORY     - Date     Condition        Report By
 GH0966  HISTORY     - 1963     MONUMENTED       CGS
 GH0966
 GH0966                          STATION DESCRIPTION
 GH0966
 GH0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0966'THE STATION IS LOCATED ABOUT 5-3/4 MILE SOUTH AND 6 MILES EAST
 GH0966'OF PAWNEE, 1 MILE NORTHWEST OF MARAMEC AND ON THE HIGHEST POINT
 GH0966'IN THE IMMEDIATE VICINITY.
 GH0966'
 GH0966'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 18 AND U. S. HIGHWAY
 GH0966'64 IN THE EAST EDGE OF PAWNEE, GO SOUTHEAST ON HIGHWAYS 18 AND
 GH0966'64 FOR 2.15 MILES TO A Y-FORK AND THE JUNCTION OF THE HIGHWAYS.
 GH0966'KEEP THE LEFT FORK, U.S. HIGHWAY 64 AND GO EAST FOR 5.4 MILES TO
 GH0966'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 1.5
 GH0966'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 GH0966'PAVED ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT.
 GH0966'
 GH0966'THE STATION MARK IS A STANDARD DISK, STAMPED VALLEY 1963, SET
 GH0966'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GH0966'IT IS ABOUT 100 FEET EAST AND 25 FEET HIGHER THAN THE ROAD, 22
 GH0966'FEET EAST OF THE TOP OF A CUTBANK AND 7 FEET EAST OF A WITNESS
 GH0966'POST.
 GH0966'
 GH0966'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VALLEY NO 1 1963,
 GH0966'CEMENTED IN DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 GH0966'SURFACE.  IT IS 47 FEET EAST OF THE TOP OF THE CUTBANK AND ABOUT
 GH0966'THE SAME ELEVATION AS THE STATION.
 GH0966'
 GH0966'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VALLEY NO 2 1963,
 GH0966'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 GH0966'INCH.  IT IS 13 FEET EAST OF THE TOP OF THE CUTBANK, 18 FEET
 GH0966'NORTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 GH0966'STATION.
 GH0966'
 GH0966'AZIMUTH MARK IS A STANDARD DISK, STAMPED VALLEY 1963, CEMENTED
 GH0966'IN A DRILL HOLE IN THE TOP OF THE SOUTH ONE OF TWO CONCRETE
 GH0966'BRIDGE ABUTMENTS.  IT IS ABOUT 174 FEET SOUTH OF A RAILROAD
 GH0966'CROSSING, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 25 FEET
 GH0966'EAST OF A FENCE AND 26 FEET EAST SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0536 ***********************************************************************
 GJ0536  DESIGNATION -  VALLEY
 GJ0536  PID         -  GJ0536
 GJ0536  STATE/COUNTY-  OK/MAJOR
 GJ0536  COUNTRY     -  US
 GJ0536  USGS QUAD   -  RINGWOOD SW (2018)
 GJ0536
 GJ0536                         *CURRENT SURVEY CONTROL
 GJ0536  ______________________________________________________________________
 GJ0536* NAD 83(1993) POSITION- 36 17 21.86384(N) 098 14 53.30800(W)   ADJUSTED
 GJ0536* NAVD 88 ORTHO HEIGHT -   382.0   (meters)     1253.    (feet) VERTCON3
 GJ0536  ______________________________________________________________________
 GJ0536  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 GJ0536  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 GJ0536  HORZ ORDER      -  SECOND
 GJ0536  VERT ORDER      -  THIRD ? (See Below)
 GJ0536
 GJ0536.The horizontal coordinates were established by classical geodetic methods
 GJ0536.and adjusted by the National Geodetic Survey in November 1994.
 GJ0536
 GJ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0536
 GJ0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0536.GEOID18 height accuracy estimate available here.
 GJ0536
 GJ0536.The vertical order pertains to the NGVD 29 superseded value.
 GJ0536
 GJ0536.Click photographs - Photos may exist for this station.
 GJ0536
 GJ0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0536
 GJ0536. The following values were computed from the NAD 83(1993) position.
 GJ0536
 GJ0536;                    North         East     Units Scale Factor Converg.
 GJ0536;SPC OK N     -   143,092.391   577,709.905   MT  0.99994767   -0 08 47.2
 GJ0536;SPC OK N     -   469,462.29  1,895,369.91   sFT  0.99994767   -0 08 47.2
 GJ0536;UTM  14      - 4,016,310.849   567,515.386   MT  0.99965616   +0 26 42.1
 GJ0536
 GJ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0536!SPC OK N     -   0.99994438  x   0.99994767  =   0.99989205
 GJ0536!UTM  14      -   0.99994438  x   0.99965616  =   0.99960056
 GJ0536
 GJ0536:                Primary Azimuth Mark                     Grid Az
 GJ0536:SPC OK N     -  VALLEY AZ MK                             273 10 48.8
 GJ0536:UTM  14      -  VALLEY AZ MK                             272 35 19.5
 GJ0536
 GJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF6751516310(NAD 83)
 GJ0536
 GJ0536|---------------------------------------------------------------------|
 GJ0536| PID    Reference Object                     Distance      Geod. Az  |
 GJ0536|                                                           dddmmss.s |
 GJ0536| GJ0538 RINGWOOD FARMERS CO OP ELEV         APPROX. 9.8 KM 0021606.3 |
 GJ0536| GJ0545 AMES FARMERS ELEVATOR N ELEV        APPROX. 7.5 KM 1285613.0 |
 GJ0536| CL3518 VALLEY RM 1                          36.110 METERS 19656     |
 GJ0536| CL3517 VALLEY AZ MK                                       2730201.6 |
 GJ0536| CL3519 VALLEY RM 2                          37.896 METERS 29037     |
 GJ0536|---------------------------------------------------------------------|
 GJ0536
 GJ0536                          SUPERSEDED SURVEY CONTROL
 GJ0536
 GJ0536  NAD 83(1986)-  36 17 21.86881(N)    098 14 53.29380(W) AD(       ) 2
 GJ0536  NAD 27      -  36 17 21.74370(N)    098 14 52.04475(W) AD(       ) 2
 GJ0536
 GJ0536.Superseded values are not recommended for survey control.
 GJ0536
 GJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0536.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0536
 GJ0536_MARKER: DS = TRIANGULATION STATION DISK
 GJ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0536_STAMPING: VALLEY 1963
 GJ0536_MARK LOGO: CGS
 GJ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0536+STABILITY: SURFACE MOTION
 GJ0536
 GJ0536  HISTORY     - Date     Condition        Report By
 GJ0536  HISTORY     - 1963     MONUMENTED       CGS
 GJ0536  HISTORY     - 1969     GOOD             USGS
 GJ0536  HISTORY     - 19790119 GOOD             USGS
 GJ0536
 GJ0536                          STATION DESCRIPTION
 GJ0536
 GJ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0536'THE STATION IS ABOUT 12 MILES EAST OF FAIRVIEW AND 3-3/4 MILES
 GJ0536'NORTHWEST OF AMES, IN A TRIANGLE FORMED BY A ROAD INTERSECTIONS.
 GJ0536'
 GJ0536'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 58,
 GJ0536'WHICH IS 9 MILES EAST OF FAIRVIEW, GO NORTH ON HIGHWAY 58 FOR 0.5
 GJ0536'MILE TO THE NORTH END OF BRIDGE OVER THE CIMARRON RIVER.  CONTINUE
 GJ0536'NORTH ON HIGHWAY FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 GJ0536'AND GO EAST ON GRADED ROAD FOR 2.9 MILES TO A SCHOOLHOUSE ON THE
 GJ0536'LEFT.  CONTINUE EAST ON GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH
 GJ0536'MARK ON THE LEFT.  CONTINUE EAST FOR 0.45 TO STATION ON THE
 GJ0536'RIGHT.
 GJ0536'
 GJ0536'THE STATION MARK IS A STANDARD DISK, STAMPED VALLEY 1963, SET IN
 GJ0536'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 GJ0536'IS 82.0 FEET WEST OF CENTERLINE OF A PAVED ROAD, 77.0 FEET SOUTH
 GJ0536'OF CENTERLINE OF A GRADED EAST-WEST ROAD, 69.0 FEET NORTHEAST OF
 GJ0536'CENTERLINE OF A GRADED NORTHWEST-SOUTHEAST ROAD AND 2.7 FEET
 GJ0536'SOUTHWEST OF A WITNESS POST.
 GJ0536'
 GJ0536'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VALLEY NO 1 1963, SET
 GJ0536'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 GJ0536'IT IS 31.0 FEET SOUTHWEST OF CENTERLINE OF NORTHWEST-SOUTHEAST
 GJ0536'ROAD, 34.0 FEET SOUTH OF A FENCE CORNER POST AND 1 FOOT EAST OF A
 GJ0536'FENCE.  IT IS ABOUT 2 FOOT HIGHER THAN THE STATION.
 GJ0536'
 GJ0536'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VALLEY NO 2 1963, SET
 GJ0536'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTION 3 INCHES.
 GJ0536'IT IS 35.0 FEET SOUTH OF CENTERLINE OF AN EAST-WEST ROAD, 34.0 FEET
 GJ0536'NORTHEAST OF CENTERLINE OF A NORTHWEST-SOUTHEAST ROAD AND 3.1 FEET
 GJ0536'EAST OF A POWER LINE POLE.  IT IS ABOUT THE SAME ELEVATION AS THE
 GJ0536'STATION.
 GJ0536'
 GJ0536'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED VALLEY 1963, SET IN THE
 GJ0536'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 31.0
 GJ0536'FEET NORTH OF CENTERLINE OF A GRADED ROAD, 17.8 FEET EAST OF
 GJ0536'CENTERLINE OF A FIELD ROAD, 7.3 FEET SOUTHWEST OF A TELEPHONE POLE
 GJ0536'AND 1.6 FEET SOUTH OF A WITNESS POST.
 GJ0536
 GJ0536                          STATION RECOVERY (1969)
 GJ0536
 GJ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEK)
 GJ0536'THE STATION MARK, RM NO. 1 AND RM NO. 2, AND AZIMUTH WERE FOUND IN
 GJ0536'GOOD CONDITION AS DESCRIBED.
 GJ0536'
 GJ0536'DISTANCE TO RM NO. 1 MISSED 1.08 FT.  TO RM NO. 2 MISSED 1.39 FT.
 GJ0536'
 GJ0536'DIRECTION TO RM NO. 1 MISSED -07.17 SECONDS.  TO RM NO. 2 MISSED
 GJ0536'-64.62 SECONDS.
 GJ0536'
 GJ0536'THE OLD DESCRIPTION IS ADEQUATE.
 GJ0536
 GJ0536                          STATION RECOVERY (1979)
 GJ0536
 GJ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (MJC)
 GJ0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1093 ***********************************************************************
 EM1093  CBN         -  This is a Cooperative Base Network Control Station.
 EM1093  DESIGNATION -  VALLEY GIN
 EM1093  PID         -  EM1093
 EM1093  STATE/COUNTY-  OK/TILLMAN
 EM1093  COUNTRY     -  US
 EM1093  USGS QUAD   -  COWBOY SPRINGS (2018)
 EM1093
 EM1093                         *CURRENT SURVEY CONTROL
 EM1093  ______________________________________________________________________
 EM1093* NAD 83(2011) POSITION- 34 14 50.19802(N) 098 56 35.54038(W)   ADJUSTED
 EM1093* NAD 83(2011) ELLIP HT-   325.234 (meters)        (06/27/12)   ADJUSTED
 EM1093* NAD 83(2011) EPOCH   -  2010.00
 EM1093* NAVD 88 ORTHO HEIGHT -   353.0   (meters)     1158.    (feet) GPS OBS
 EM1093  ______________________________________________________________________
 EM1093  NAVD 88 orthometric height was determined with an earlier geoid model
 EM1093  GEOID HEIGHT    -        -27.778 (meters)                     GEOID18
 EM1093  NAD 83(2011) X  -   -820,515.066 (meters)                     COMP
 EM1093  NAD 83(2011) Y  - -5,213,973.213 (meters)                     COMP
 EM1093  NAD 83(2011) Z  -  3,569,336.207 (meters)                     COMP
 EM1093  LAPLACE CORR    -          3.51  (seconds)                    DEFLEC18
 EM1093
 EM1093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM1093  Standards:
 EM1093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM1093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM1093  -------------------------------------------------------------------
 EM1093  NETWORK    2.94   6.72           1.26   1.14   3.43      0.02160015
 EM1093  -------------------------------------------------------------------
 EM1093  Click here for local accuracies and other accuracy information.
 EM1093
 EM1093.The horizontal coordinates were established by GPS observations
 EM1093.and adjusted by the National Geodetic Survey in June 2012.
 EM1093
 EM1093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM1093.been affixed to the stable North American tectonic plate. See 
 EM1093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM1093
 EM1093.The horizontal coordinates are valid at the epoch date displayed above
 EM1093.which is a decimal equivalence of Year/Month/Day.
 EM1093
 EM1093.The orthometric height was determined by GPS observations and a
 EM1093.high-resolution geoid model.
 EM1093
 EM1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1093.GEOID18 height accuracy estimate available here.
 EM1093
 EM1093.Click photographs - Photos may exist for this station.
 EM1093
 EM1093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM1093
 EM1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1093
 EM1093.The ellipsoidal height was determined by GPS observations
 EM1093.and is referenced to NAD 83.
 EM1093
 EM1093. The following values were computed from the NAD 83(2011) position.
 EM1093
 EM1093;                    North         East     Units Scale Factor Converg.
 EM1093;SPC OK S     -   101,783.520   513,120.788   MT  0.99995313   -0 32 07.4
 EM1093;SPC OK S     -   333,934.77  1,683,463.79   sFT  0.99995313   -0 32 07.4
 EM1093;UTM  14      - 3,789,575.597   505,229.588   MT  0.99960034   +0 01 55.1
 EM1093
 EM1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1093!SPC OK S     -   0.99994895  x   0.99995313  =   0.99990208
 EM1093!UTM  14      -   0.99994895  x   0.99960034  =   0.99954931
 EM1093
 EM1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0522989575(NAD 83)
 EM1093
 EM1093                          SUPERSEDED SURVEY CONTROL
 EM1093
 EM1093  NAD 83(2007)-  34 14 50.19803(N)    098 56 35.54098(W) AD(2002.00) 0
 EM1093  ELLIP H (02/10/07)  325.241  (m)                       GP(2002.00)    
 EM1093  ELLIP H (04/16/01)  325.245  (m)                       GP(       ) 4 2
 EM1093  NAD 83(1993)-  34 14 50.19801(N)    098 56 35.54086(W) AD(       ) B
 EM1093  ELLIP H (05/09/94)  325.295  (m)                       GP(       ) 4 2
 EM1093  NAVD 88 (05/09/94)  353.0    (m)  GEOID93  model used  GPS OBS        
 EM1093
 EM1093.Superseded values are not recommended for survey control.
 EM1093
 EM1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1093.See file dsdata.pdf to determine how the superseded data were derived.
 EM1093
 EM1093_MARKER: I = METAL ROD
 EM1093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM1093_STAMPING: VALLEY GIN 1993
 EM1093_MARK LOGO: NGS
 EM1093_PROJECTION: RECESSED 1 CENTIMETERS
 EM1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1093+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 EM1093_ROD/PIPE-DEPTH: 12.6 meters
 EM1093
 EM1093  HISTORY     - Date     Condition        Report By
 EM1093  HISTORY     - 1993     MONUMENTED       NGS
 EM1093  HISTORY     - 20150309 GOOD             INDIV
 EM1093
 EM1093                          STATION DESCRIPTION
 EM1093
 EM1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EM1093'STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHEAST OF FREDERICK, 12 KM
 EM1093'(7.45 MI) EAST OF DAVIDSON, ALONG STATE HIGHWAY 70, ON THE
 EM1093'RIGHT-OF-WAY, AT A LARGE MOWED AREA AND A LARGE METAL BUILDING, ABOUT
 EM1093'150 M (492.1 FT) SOUTHWEST OF AN OLD GIN, IN THE SOUTHEAST 1/4 OF
 EM1093'SECTION 35, T 3 S, R 17 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 EM1093'TRANSPORTATION.
 EM1093'TO REACH FROM THE JUNCTION OF US HIGHWAYS 70 AND 183 ON THE NORTH SIDE
 EM1093'OF DAVIDSON, GO EAST ON HIGHWAY 70 FOR 9.16 KM (5.70 MI) TO A
 EM1093'CROSSROAD .  CONTINUE AHEAD FOR 3.03 KM (1.90 MI) TO THE STATION ON
 EM1093'THE LEFT AT A LARGE METAL BUILDING.
 EM1093'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 EM1093'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 EM1093'IS 17.3 M (56.8 FT) NORTH OF, AND SLIGHTLY LOWER THAN THE HIGHWAY
 EM1093'CENTER, 1.0 M (3.3 FT) EAST OF A METAL WITNESS POST, 1.0 N WEST OF
 EM1093'METAL WITNESS POST, 1.0 M (3.3 FT) NORTH OF A METAL WITNESS POST, 1.0
 EM1093'M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST, 17.9 M (58.7 FT)
 EM1093'WEST-NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A TWIN CHANNEL
 EM1093'BOX CULVERT IN THE DRAIN DITCH, 44.2 M (145.0 FT) SOUTH OF THE
 EM1093'SOUTHEAST CORNER OF THE METAL BUILDING, ON THE EXTENDED EAST WALL OF
 EM1093'THE BUILDING, AND 1.5 M (4.9 FT) SOUTH OF THE UTILITY POLE LINE.
 EM1093
 EM1093                          STATION RECOVERY (2015)
 EM1093
 EM1093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PJ)
 EM1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0969 ***********************************************************************
 EK0969  DESIGNATION -  VALLIANT MUNICIPAL TANK
 EK0969  PID         -  EK0969
 EK0969  STATE/COUNTY-  OK/MCCURTAIN
 EK0969  COUNTRY     -  US
 EK0969  USGS QUAD   -  WRIGHT CITY (2018)
 EK0969
 EK0969                         *CURRENT SURVEY CONTROL
 EK0969  ______________________________________________________________________
 EK0969* NAD 83(1993) POSITION- 34 00 11.80369(N) 095 06 01.22166(W)   ADJUSTED
 EK0969  ______________________________________________________________________
 EK0969  GEOID HEIGHT    -        -28.645 (meters)                     GEOID18
 EK0969  LAPLACE CORR    -          3.06  (seconds)                    DEFLEC18
 EK0969  HORZ ORDER      -  THIRD
 EK0969
 EK0969.The horizontal coordinates were established by classical geodetic methods
 EK0969.and adjusted by the National Geodetic Survey in November 1994.
 EK0969
 EK0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0969.GEOID18 height accuracy estimate available here.
 EK0969
 EK0969.Click photographs - Photos may exist for this station.
 EK0969
 EK0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0969
 EK0969. The following values were computed from the NAD 83(1993) position.
 EK0969
 EK0969;                    North         East     Units Scale Factor Converg.
 EK0969;SPC OK S     -    78,160.225   867,833.910   MT  0.99998699   +1 38 45.2
 EK0969;SPC OK S     -   256,430.67  2,847,218.42   sFT  0.99998699   +1 38 45.2
 EK0969;SPC TXNC     - 2,264,202.017   914,013.311   MT  1.00001042   +1 51 15.0
 EK0969;SPC TXNC     - 7,428,469.45  2,998,725.34   sFT  1.00001042   +1 51 15.0
 EK0969;UTM  15      - 3,764,508.311   306,029.265   MT  1.00006383   -1 10 29.9
 EK0969
 EK0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0602964508(NAD 83)
 EK0969
 EK0969                          SUPERSEDED SURVEY CONTROL
 EK0969
 EK0969  NAD 83(1986)-  34 00 11.80913(N)    095 06 01.21085(W) AD(       ) 3
 EK0969  NAD 27      -  34 00 11.42400(N)    095 06 00.39000(W) AD(       ) 3
 EK0969
 EK0969.Superseded values are not recommended for survey control.
 EK0969
 EK0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0969.See file dsdata.pdf to determine how the superseded data were derived.
 EK0969
 EK0969_MARKER: 53 = ELEVATED TANK
 EK0969
 EK0969  HISTORY     - Date     Condition        Report By
 EK0969  HISTORY     - 1951     FIRST OBSERVED   CGS
 EK0969
 EK0969                          STATION DESCRIPTION
 EK0969
 EK0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0969'THE STATION IS LOCATED AT THE WEST EDGE OF THE SMALL CITY OF
 EK0969'VALLIANT, ON THE SOUTH SIDE OF U.S. HIGHWAY 70.  IT IS
 EK0969'APPROXIMATELY 90 FEET HIGH, HAS 4-LEGS AND PAINTED SILVER.
 EK0969'
 EK0969'THE POINT INTERSECTED WAS THE BALL ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0808 ***********************************************************************
 EL0808  DESIGNATION -  VAMOOSA
 EL0808  PID         -  EL0808
 EL0808  STATE/COUNTY-  OK/SEMINOLE
 EL0808  COUNTRY     -  US
 EL0808  USGS QUAD   -  VAMOOSA (2018)
 EL0808
 EL0808                         *CURRENT SURVEY CONTROL
 EL0808  ______________________________________________________________________
 EL0808* NAD 83(1993) POSITION- 34 59 44.57839(N) 096 38 00.74435(W)   ADJUSTED
 EL0808* NAVD 88 ORTHO HEIGHT -   303.62  (+/-2cm)      996.1   (feet) VERTCON3
 EL0808  ______________________________________________________________________
 EL0808  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 EL0808  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC18
 EL0808  HORZ ORDER      -  THIRD
 EL0808  VERT ORDER      -  THIRD ? (See Below)
 EL0808
 EL0808.The horizontal coordinates were established by classical geodetic methods
 EL0808.and adjusted by the National Geodetic Survey in November 1994.
 EL0808
 EL0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0808
 EL0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0808.GEOID18 height accuracy estimate available here.
 EL0808
 EL0808.The vertical order pertains to the NGVD 29 superseded value.
 EL0808
 EL0808.Click photographs - Photos may exist for this station.
 EL0808
 EL0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0808
 EL0808. The following values were computed from the NAD 83(1993) position.
 EL0808
 EL0808;                    North         East     Units Scale Factor Converg.
 EL0808;SPC OK S     -   185,244.306   724,739.531   MT  0.99996166   +0 46 32.3
 EL0808;SPC OK S     -   607,755.69  2,377,749.61   sFT  0.99996166   +0 46 32.3
 EL0808;UTM  14      - 3,875,126.846   715,975.821   MT  1.00017492   +1 21 27.8
 EL0808
 EL0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0808!SPC OK S     -   0.99995658  x   0.99996166  =   0.99991824
 EL0808!UTM  14      -   0.99995658  x   1.00017492  =   1.00013149
 EL0808
 EL0808:                Primary Azimuth Mark                     Grid Az
 EL0808:SPC OK S     -  VAMOOSA AZ MK                            228 23 44.1
 EL0808:UTM  14      -  VAMOOSA AZ MK                            227 48 48.6
 EL0808
 EL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD1597575126(NAD 83)
 EL0808
 EL0808|---------------------------------------------------------------------|
 EL0808| PID    Reference Object                     Distance      Geod. Az  |
 EL0808|                                                           dddmmss.s |
 EL0808| CY2562 VAMOOSA RM 1                         10.454 METERS 01106     |
 EL0808| CY2563 VAMOOSA RM 2                          8.886 METERS 11638     |
 EL0808| CY2561 VAMOOSA AZ MK                                      2291016.4 |
 EL0808|---------------------------------------------------------------------|
 EL0808
 EL0808                          SUPERSEDED SURVEY CONTROL
 EL0808
 EL0808  NAD 83(1986)-  34 59 44.58052(N)    096 38 00.72972(W) AD(       ) 3
 EL0808  NAD 27      -  34 59 44.28629(N)    096 37 59.66732(W) AD(       ) 3
 EL0808  NGVD 29             303.53   (m)          995.8    (f) LEVELING    3  
 EL0808
 EL0808.Superseded values are not recommended for survey control.
 EL0808
 EL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0808.See file dsdata.pdf to determine how the superseded data were derived.
 EL0808
 EL0808_MARKER: DS = TRIANGULATION STATION DISK
 EL0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0808_STAMPING: VAMOOSA 1957
 EL0808_MARK LOGO: CGS
 EL0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0808+STABILITY: SURFACE MOTION
 EL0808
 EL0808  HISTORY     - Date     Condition        Report By
 EL0808  HISTORY     - 1957     MONUMENTED       CGS
 EL0808
 EL0808                          STATION DESCRIPTION
 EL0808
 EL0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0808'STATION IS ON THE HIGHEST POINT OF A LOW BUT PROMINENT WOODED RIDGE,
 EL0808'ABOUT 7-1/4 MILES EAST-NORTHEAST OF KONAWA, ABOUT 2 MILES NORTHEAST
 EL0808'OF THE VILLAGE OF VAMOOSA, IN THE NORTHWEST 1/4 OF SECTION 13, T.
 EL0808'6 N., R. 6 E.
 EL0808'
 EL0808'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 99, 3 AND 39, IN THE
 EL0808'NORTHERN EDGE OF KONAWA, BY GOING NORTHEASTERLY ON HIGHWAY 99 FOR
 EL0808'1.2 MILES TO CROSSROADS AT SERVICE STATION IN THE NORTHEAST ANGLE
 EL0808'OF INTERSECTION, TURN RIGHT ONTO MACADAM ROAD FOR 4.8 MILES TO
 EL0808'CROSSROADS JUST AFTER MACADAM ROAD CURVES SOUTHEASTERLY, TURN
 EL0808'SHARP LEFT, NORTH, FOR 1.15 MILES TO CROSSROADS, TURN RIGHT,
 EL0808'EAST, FOR 0.4 MILE TO FORK, TAKE LEFT ROAD NORTHEASTERLY, FOR 0.6
 EL0808'MILE TO AZIMUTH ON THE LEFT, CONTINUE NORTHEASTERLY FOR 0.3 MILE
 EL0808'TO TOP OF RIDGE AND STATION.
 EL0808'
 EL0808'THE STATION MARKS ARE STANDARD DISKS, STAMPED VAMOOSA 1957.  THE
 EL0808'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 EL0808'PROJECTING 2 INCHES.  IT IS 55 FEET EAST OF THE CENTER OF A GRADED
 EL0808'ROAD AND 21 FEET NORTHEAST OF A TRIANGLE BLAZE ON THE WEST SIDE OF
 EL0808'A 10-INCH OAK TREE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3
 EL0808'FEET NORTH-NORTHWEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 EL0808'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 EL0808'SURFACE.
 EL0808'
 EL0808'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VAMOOSA NO 1 1957,
 EL0808'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 5
 EL0808'INCHES.  IT IS 52 FEET NORTH-NORTHEAST OF THE TRIANGLE BLAZE AND
 EL0808'65 FEET EAST OF THE CENTER OF THE ROAD.
 EL0808'
 EL0808'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VAMOOSA NO 2 1957, SET
 EL0808'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3 INCHES.
 EL0808'IT IS 43 FEET EAST OF THE TRIANGLE BLAZE AND 83 FEET EAST OF THE
 EL0808'CENTER OF THE ROAD.
 EL0808'
 EL0808'AZIMUTH MARK IS A STANDARD DISK, STAMPED VAMOOSA 1957, SET IN THE
 EL0808'TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.  IT
 EL0808'IS 28 FEET WEST OF THE CENTER OF A GRADED ROAD, AND 72 FEET SOUTH
 EL0808'OF THE CENTER OF A TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS POST
 EL0808'WAS SET 1 FOOT NORTHEAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0944 ***********************************************************************
 GH0944  DESIGNATION -  VAN SYKE
 GH0944  PID         -  GH0944
 GH0944  STATE/COUNTY-  OK/TULSA
 GH0944  COUNTRY     -  US
 GH0944  USGS QUAD   -  SAPULPA NORTH (2018)
 GH0944
 GH0944                         *CURRENT SURVEY CONTROL
 GH0944  ______________________________________________________________________
 GH0944* NAD 83(1993) POSITION- 36 06 43.40058(N) 096 02 00.23448(W)   ADJUSTED
 GH0944* NAVD 88 ORTHO HEIGHT -   284.    (meters)      932.    (feet) SCALED
 GH0944  ______________________________________________________________________
 GH0944  GEOID HEIGHT    -        -28.831 (meters)                     GEOID18
 GH0944  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC18
 GH0944  HORZ ORDER      -  FIRST
 GH0944
 GH0944.The horizontal coordinates were established by classical geodetic methods
 GH0944.and adjusted by the National Geodetic Survey in November 1994.
 GH0944
 GH0944.The orthometric height was scaled from a topographic map.
 GH0944
 GH0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0944.GEOID18 height accuracy estimate available here.
 GH0944
 GH0944.Click photographs - Photos may exist for this station.
 GH0944
 GH0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0944
 GH0944. The following values were computed from the NAD 83(1993) position.
 GH0944
 GH0944;                    North         East     Units Scale Factor Converg.
 GH0944;SPC OK N     -   125,178.785   777,043.168   MT  0.99994587   +1 09 38.1
 GH0944;SPC OK N     -   410,690.73  2,549,349.13   sFT  0.99994587   +1 09 38.1
 GH0944;UTM  14      - 4,000,453.606   767,030.714   MT  1.00047869   +1 44 58.0
 GH0944;UTM  15      - 4,000,639.372   226,955.030   MT  1.00051872   -1 47 20.0
 GH0944
 GH0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0944!SPC OK N     -   0.99995994  x   0.99994587  =   0.99990581
 GH0944!UTM  14      -   0.99995994  x   1.00047869  =   1.00043861
 GH0944!UTM  15      -   0.99995994  x   1.00051872  =   1.00047864
 GH0944
 GH0944:                Primary Azimuth Mark                     Grid Az
 GH0944:SPC OK N     -  VAN SYKE AZ MK                           178 05 09.4
 GH0944:UTM  14      -  VAN SYKE AZ MK                           177 29 49.5
 GH0944:UTM  15      -  VAN SYKE AZ MK                           181 02 07.5
 GH0944
 GH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6703000453(NAD 83)
 GH0944
 GH0944|---------------------------------------------------------------------|
 GH0944| PID    Reference Object                     Distance      Geod. Az  |
 GH0944|                                                           dddmmss.s |
 GH0944| GH0943 TULSA RED TANK                      APPROX. 4.2 KM 0080028.1 |
 GH0944| CI2623 NATIONAL BANK BLDG FINIAL                          04042     |
 GH0944| GG0838 TULSA PUBLIC MARKET FLAGPOLE        APPROX. 6.1 KM 0484456.2 |
 GH0944| GG0831 TULSA BOSTON AVE ME CHURCH          APPROX. 5.6 KM 0510216.9 |
 GH0944| GG0830 TULSA UNIV KENDALL HALL BELFRY      APPROX. 9.0 KM 0604907.6 |
 GH0944| CI3501 VAN SYKE RM 1                        35.311 METERS 17245     |
 GH0944| CI3500 VAN SYKE AZ MK                                     1791447.5 |
 GH0944| GH0946 AMARILLO ST LOUIS AWY BCN 32        APPROX.11.3 KM 2564239.9 |
 GH0944| CI3502 VAN SYKE RM 2                        27.237 METERS 26933     |
 GH0944| GH0949 KEYSTONE                            APPROX.19.6 KM 2703915.3 |
 GH0944|---------------------------------------------------------------------|
 GH0944
 GH0944                          SUPERSEDED SURVEY CONTROL
 GH0944
 GH0944  NAD 83(1986)-  36 06 43.42338(N)    096 02 00.21854(W) AD(       ) 1
 GH0944  NAD 27      -  36 06 43.09800(N)    096 01 59.24100(W) AD(       ) 1
 GH0944
 GH0944.Superseded values are not recommended for survey control.
 GH0944
 GH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0944.See file dsdata.pdf to determine how the superseded data were derived.
 GH0944
 GH0944_MARKER: DS = TRIANGULATION STATION DISK
 GH0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0944_STAMPING: VAN SYKE 1938
 GH0944_MARK LOGO: CGS
 GH0944_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0944+STABILITY: SURFACE MOTION
 GH0944
 GH0944  HISTORY     - Date     Condition        Report By
 GH0944  HISTORY     - 1938     MONUMENTED       CGS
 GH0944  HISTORY     - 1970     GOOD             USGS
 GH0944  HISTORY     - 1970     GOOD             NGS
 GH0944  HISTORY     - 1970     GOOD             USGS
 GH0944  HISTORY     - 1975     GOOD             LOCENG
 GH0944  HISTORY     - 20040213 GOOD             INDIV
 GH0944  HISTORY     - 20230905 SEE DESCRIPTION  COTOK
 GH0944
 GH0944                          STATION DESCRIPTION
 GH0944
 GH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0944'ABOUT 0.7 MILE NORTH OF THE RAILROAD TRACKS IN RED FORK
 GH0944'AND ABOUT 4.0 MILES SOUTHWEST OF THE POST OFFICE IN TULSA.
 GH0944'ON THE HIGHEST TIMBERED HILL IN THE VICINITY, IN THE SE 1/4 SE 1/4
 GH0944'SEC. 21, T. 19 N., R. 12 E., ON LAND OWNED BY A MR. VANSYKE
 GH0944'WHO LIVES IN ILLINOIS.  THE LAND IS LEASED BY AN OIL COMPANY
 GH0944'AND IS IN CHARGE OF A MR. HART WHO LIVES ABOUT 100 YARDS
 GH0944'NORTH-NORTHEAST OF THE STATION.  THE STATION IS ON THE HIGHEST
 GH0944'PART OF A ROCKY RIDGE 0.05 MILE NORTH-NORTHEAST OF MR. HARTS
 GH0944'HOUSE, JUST NORTH OF A POWER LINE.
 GH0944'
 GH0944'TO REACH FROM THE BANK BUILDING IN RED BANK, GO SOUTHWEST
 GH0944'ON A PAVED STREET, JUST NORTH OF THE BANK BUILDING, FOR 0.45
 GH0944'MILE TO A T-STREET, THENCE RIGHT (NORTH) 0.05 MILE TO A RIGHT
 GH0944'TURN NEAR SCHOOLHOUSE, THENCE RIGHT (EAST) 0.05 MILE TO A
 GH0944'T-ROAD NORTH PAST THE EAST SIDE OF SCHOOL, THENCE LEFT, NORTH,
 GH0944'AND FOLLOW GRADED ROAD, KEEPING LEFT MAIN ROAD, FOR 0.4 MILE
 GH0944'TO A FORK, THENCE LEFT FORK UP FAIRLY STEEP GRADE 0.25 MILE
 GH0944'TO MR. HARTS HOUSE AND STATION.
 GH0944'
 GH0944'SURFACE, UNDERGROUND, REFERENCE NO. 2 AND AZIMUTH MARKS ARE
 GH0944'STANDARD BRONZE DISKS SET IN CONCRETE.
 GH0944'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK
 GH0944'SET IN BEDROCK.
 GH0944'
 GH0944'AZIMUTH MARK IS IN A FENCE LINE ABOUT 300 YARDS SOUTH OF THE
 GH0944'STATION.
 GH0944'
 GH0944'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GH0944
 GH0944                          STATION RECOVERY (1970)
 GH0944
 GH0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GH0944'STA MK., RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 GH0944'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 GH0944'
 GH0944'DISTANCE TO RM 1 MISSED .023 METERS, RM 2 MISSED .288 METERS.
 GH0944'
 GH0944'DIRECTION TO RM 1 MISSED PLUS 61.95 METERS, RM 2 MISSED PLUS 10.52
 GH0944'SECONDS, TO TULSA NATIONAL BANK BUILDING MISSED -19.30 SECONDS.
 GH0944'
 GH0944'THE OLD DESCRIPTION IS ADEQUATE.
 GH0944'
 GH0944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 0.7
 GH0944'MI. N OF THE RAILROAD TRACKS IN RED FORK.
 GH0944
 GH0944                          STATION RECOVERY (1970)
 GH0944
 GH0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 GH0944'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 GH0944'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GH0944'THE DISTANCE TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GH0944'DID NOT CHECK.
 GH0944'
 GH0944'TO REACH THE STATION FROM THE INTERSECTION OF W 38TH STREET
 GH0944'AND SOUTH 34TH STREET AT THE NORTHWEST SIDE OF THE BARK
 GH0944'SCHOOL IN RED FORK, GO EAST ON WEST 38TH STREET FOR 0.05
 GH0944'MILE TO SOUTH 33RD STREET.  TURN LEFT AND GO NORTH ON S 33RD
 GH0944'STREET FOR 0.75 MILE TO A GATE AND A SIDE ROAD RIGHT.  CONTINUE
 GH0944'NORTH AND NORTHWEST ON A BLADED ROAD FOR 0.4 MILE TO A ROAD
 GH0944'FORK.  BEAR RIGHT AND GO NORTHWEST FOR 0.05 MILE TO A LARGE
 GH0944'TRANSMISSION TOWER AND THE STATION ON THE HIGHEST POINT
 GH0944'OF THE HILL.
 GH0944'
 GH0944'STATION IS 64 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 GH0944'TRANSMISSION TOWER AND 2 FEET EAST OF A METAL WITNESS POST.
 GH0944'
 GH0944'REFERENCE MARK NO. 1 IS 117.35 FEET, 35.768 METERS SOUTH
 GH0944'OF THE STATION AND 42.5 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 GH0944'TRANSMISSION TOWER.
 GH0944'
 GH0944'REFERENCE MARK NO. 2 IS 88.98 FEET, 27.121 METERS WEST OF THE
 GH0944'STATION.
 GH0944'
 GH0944'AZIMUTH MARK IS 12 FEET WEST OF A TRACK ROAD AND 1 FOOT NORTH
 GH0944'OF A METAL WITNESS POST.  THE LINE OF SIGHT HAS BEEN CLEARED TO
 GH0944'THE MARK.
 GH0944'
 GH0944'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR ABOUT
 GH0944'300 YARDS TO THE MARK WHICH PAROJECTS 2 INCHES.
 GH0944'
 GH0944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GH0944'3/4 MILE NORTH OF RED FORK WHICH IS AT THE SOUTHWEST SIDE
 GH0944'OF TULSA.
 GH0944
 GH0944                          STATION RECOVERY (1970)
 GH0944
 GH0944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JEK)
 GH0944'RECOVERED IN GOOD CONDITION.
 GH0944
 GH0944                          STATION RECOVERY (1975)
 GH0944
 GH0944'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (JAB)
 GH0944'THE STATION, AZ MARK AND REF MARKS NO. 1 AND NO. 2 WERE ALL FOUND
 GH0944'IN GOOD CONDITION AND AS DESCRIBED.  ALSO THE WITNESS SIGNS AT THE
 GH0944'STATION AND AZ MARK ARE STILL INTACT.
 GH0944'
 GH0944'SOME MINOR CLEARING WAS NECESSARY TO SIGHT THE AZ MARK.  STATION, AZ
 GH0944'AND REF MARKS APPEAR UNDISTURBED AND PUBLISHED INFORMATION IS
 GH0944'ASSUMED TO BE CORRECT.
 GH0944'
 GH0944'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES SOUTHWEST OF
 GH0944'TULSA.
 GH0944
 GH0944                          STATION RECOVERY (2004)
 GH0944
 GH0944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WHC)
 GH0944'MARK FOUND IN GOOD CONDITION.
 GH0944
 GH0944                          STATION RECOVERY (2023)
 GH0944
 GH0944'RECOVERY NOTE BY CITY OF TULSA 2023 (JH)
 GH0944'ONLY FOUND CENTER SECTION OF STATION TRIANGULATION DISC WITH BROKEN
 GH0944'PIECES OF CONCRETE AROUND THE AREA.  CENTER SECTIONS APPEARS TO BE
 GH0944'UNDISTURBED.  SEE PICTURES FOR REFERENCE TO THIS STATEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0541 ***********************************************************************
 GH0541  DESIGNATION -  VANCE
 GH0541  PID         -  GH0541
 GH0541  STATE/COUNTY-  OK/GARFIELD
 GH0541  COUNTRY     -  US
 GH0541  USGS QUAD   -  WAUKOMIS (2018)
 GH0541
 GH0541                         *CURRENT SURVEY CONTROL
 GH0541  ______________________________________________________________________
 GH0541* NAD 83(1993) POSITION- 36 20 27.40781(N) 097 54 26.12391(W)   ADJUSTED
 GH0541* NAVD 88 ORTHO HEIGHT -   391.878 (meters)     1285.69  (feet) ADJUSTED
 GH0541  ______________________________________________________________________
 GH0541  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 GH0541  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 GH0541  DYNAMIC HEIGHT  -        391.531 (meters)     1284.55  (feet) COMP
 GH0541  MODELED GRAVITY -    979,736.7   (mgal)                       NAVD 88
 GH0541
 GH0541  HORZ ORDER      -  THIRD
 GH0541  VERT ORDER      -  FIRST     CLASS II
 GH0541
 GH0541.The horizontal coordinates were established by classical geodetic methods
 GH0541.and adjusted by the National Geodetic Survey in November 1994.
 GH0541
 GH0541.The orthometric height was determined by differential leveling and
 GH0541.adjusted by the NATIONAL GEODETIC SURVEY
 GH0541.in June 1991.
 GH0541
 GH0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0541.GEOID18 height accuracy estimate available here.
 GH0541
 GH0541.Click photographs - Photos may exist for this station.
 GH0541
 GH0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0541
 GH0541.The dynamic height is computed by dividing the NAVD 88
 GH0541.geopotential number by the normal gravity value computed on the
 GH0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0541.degrees latitude (g = 980.6199 gals.).
 GH0541
 GH0541.The modeled gravity was interpolated from observed gravity values.
 GH0541
 GH0541. The following values were computed from the NAD 83(1993) position.
 GH0541
 GH0541;                    North         East     Units Scale Factor Converg.
 GH0541;SPC OK N     -   148,786.717   608,325.523   MT  0.99994998   +0 03 17.0
 GH0541;SPC OK N     -   488,144.42  1,995,814.65   sFT  0.99994998   +0 03 17.0
 GH0541;UTM  14      - 4,022,319.677   598,062.476   MT  0.99971848   +0 38 51.4
 GH0541
 GH0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0541!SPC OK N     -   0.99994285  x   0.99994998  =   0.99989283
 GH0541!UTM  14      -   0.99994285  x   0.99971848  =   0.99966134
 GH0541
 GH0541:                Primary Azimuth Mark                     Grid Az
 GH0541:SPC OK N     -  VANCE AZ MK                              182 22 21.2
 GH0541:UTM  14      -  VANCE AZ MK                              181 46 46.8
 GH0541
 GH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9806222319(NAD 83)
 GH0541
 GH0541|---------------------------------------------------------------------|
 GH0541| PID    Reference Object                     Distance      Geod. Az  |
 GH0541|                                                           dddmmss.s |
 GH0541| GH0807 WAUKOMIS MUNICIPAL STANDPIPE        APPROX. 7.2 KM 1742651.4 |
 GH0541| GH0409 VANCE AZ MK                                        1822538.2 |
 GH0541| GH0407 VANCE RM 1                           27.609 METERS 21745     |
 GH0541| GH0408 VANCE RM 2                           26.905 METERS 32106     |
 GH0541| GH0819 ENID RAD STA KGWA EAST MAST         APPROX.10.8 KM 3534058.8 |
 GH0541|---------------------------------------------------------------------|
 GH0541
 GH0541                          SUPERSEDED SURVEY CONTROL
 GH0541
 GH0541  NAD 83(1986)-  36 20 27.41343(N)    097 54 26.11194(W) AD(       ) 3
 GH0541  NAD 27      -  36 20 27.28290(N)    097 54 24.89956(W) AD(       ) 3
 GH0541  NGVD 29 (??/??/92)  391.730  (m)         1285.20   (f) ADJ UNCH    1 2
 GH0541  NGVD 29             391.73   (m)         1285.2    (f) LEVELING    3  
 GH0541
 GH0541.Superseded values are not recommended for survey control.
 GH0541
 GH0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0541.See file dsdata.pdf to determine how the superseded data were derived.
 GH0541
 GH0541_MARKER: DS = TRIANGULATION STATION DISK
 GH0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0541_STAMPING: VANCE 1951
 GH0541_MARK LOGO: CGS
 GH0541_PROJECTION: RECESSED 10 CENTIMETERS
 GH0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0541+STABILITY: SURFACE MOTION
 GH0541
 GH0541  HISTORY     - Date     Condition        Report By
 GH0541  HISTORY     - 1951     MONUMENTED       CGS
 GH0541  HISTORY     - 1953     GOOD             CGS
 GH0541  HISTORY     - 19781207 SEE DESCRIPTION  USGS
 GH0541  HISTORY     - 1985     GOOD             NGS
 GH0541
 GH0541                          STATION DESCRIPTION
 GH0541
 GH0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0541'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF ENID ON THE VANCE AIR
 GH0541'BASE, JUST SOUTH-SOUTHWEST OF THE CONTROL TOWER.  IT IS 125 FEET
 GH0541'WEST OF THE SOUTHWEST CORNER OF THE BASE OPERATIONS BUILDING AND 55
 GH0541'FEET EAST OF THE EAST EDGE OF THE PARKING RAMP.  IT IS STAMPED
 GH0541'VANCE 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 GH0541'
 GH0541'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 GH0541'DRILL HOLE IN THE EAST EDGE OF THE PARKING RAMP AND IS STAMPED VANCE
 GH0541'NO 1 1951.
 GH0541'
 GH0541'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 GH0541'DRILL HOLE IN THE EAST EDGE OF THE PARKING RAMP, 65 FEET
 GH0541'WEST-NORTHWEST OF THE NORTHWEST LEG OF CONTROL TOWER.  IT IS
 GH0541'STAMPED VANCE NO 2 1951.
 GH0541'
 GH0541'THE DISTANCE BETWEEN R. M. NO. 1 AND R. M. NO. 2 IS 140.33 FEET.
 GH0541'
 GH0541'THE AZIMUTH MARK IS 21 FEET WEST OF THE SOUTHEAST CORNER OF PARKING
 GH0541'RAMP AND 1 FOOT NORTH OF THE SOUTH EDGE OF PARKING RAMP.  IT IS A
 GH0541'STANDARD BRONZE DISK SET IN CONCRETE IN A DRILL HOLE AND IS STAMPED
 GH0541'VANCE 1951.
 GH0541'
 GH0541'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 GH0541'SQUARE IN ENID, GO WEST AND SOUTH ON U. W. HIGHWAY 81 FOR 3.9 MILES
 GH0541'TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.5 MILE TO AIR BASE
 GH0541'GUARD STATION.  TURN LEFT PASSING GUARD STATION AND GO SOUTH FOR
 GH0541'0.1 MILE TO YOUNG ROAD, TURN RIGHT AND GO WEST ON YOUNG ROAD FOR
 GH0541'0.4 MILE TO ELAM ROAD.  TURN LEFT AND GO SOUTH ON ELAM ROAD FOR 0.3
 GH0541'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO
 GH0541'PARKING RAMP.  STATION IS ON RIGHT JUST SOUTH OF CONTROL TOWER AS
 GH0541'DESCRIBED.
 GH0541'
 GH0541'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GH0541
 GH0541                          STATION RECOVERY (1953)
 GH0541
 GH0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (R)
 GH0541'4.0 MILES SOUTH ALONG U. S. HIGHWAY 81 FROM THE POST OFFICE AT ENID,
 GH0541'THENCE 0.5 MILE WEST ALONG A PAVED ROAD, THENCE 0.7 MILE SOUTHWEST
 GH0541'THROUGH VANCE AIR BASE, 38 FEET SOUTH OF SOUTHWEST CORNER OF THE
 GH0541'CONTROL TOWER, 55 FEET EAST OF THE EAST SIDE OF A CONCRETE RAMP, A
 GH0541'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GH0541'WHICH IS FLUSH WITH THE GROUND, STAMPED VANCE 1951.
 GH0541'
 GH0541'VANCE R. M. 1 IS 90.6 FEET SOUTHWEST OF TRIANGUALTION STATION VANCE
 GH0541'1951, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE RAMP,
 GH0541'STAMPED VANCE NO 1 1951.
 GH0541'
 GH0541'VANCE R. M. 2 IS 88.0 FEET NORTHWEST OF TRIANGULATION STATION VANCE
 GH0541'1951, 65.5 FEET WEST OF THE NORTHWEST CORNER OF THE CONTROL TOWER,
 GH0541'2.6 FEET NORTH OF THE WEST END OF A SIDEWALK, A REFERENCE MARK DISK
 GH0541'SET IN THE TOP OF THE EAST EDGE OF A CONCRETE RAMP. STAMPED VANCE
 GH0541'NO 2 1951.
 GH0541'
 GH0541'VANCE 1951 AZIMUTH IS 0.4 MILE SOUTH OF TRIANGULATION STATION VANCE
 GH0541'1951, 222 FEET WEST OF THE SOUTHEAST CORNER OF A PARKING RAMP, 1.6
 GH0541'FEET NORTH OF THE SOUTH EDGE OF THE RAMP, AN AZIMUTH MARK DISK SET
 GH0541'IN THE TOP OF A CONCRETE RAMP, STAMPED VANCE 1951.
 GH0541
 GH0541                          STATION RECOVERY (1978)
 GH0541
 GH0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (MC)
 GH0541'RECOVERED AS DESCRIBED.
 GH0541
 GH0541                          STATION RECOVERY (1985)
 GH0541
 GH0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0541'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.83 KM (3.00
 GH0541'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE HIGHWAY 15 AT
 GH0541'ENID, THENCE 0.80 KM (0.50 MI) WEST ALONG A PAVED ROAD, THENCE 1.13 KM
 GH0541'(0.70 MI) SOUTHWEST THROUGH VANCE AIR FORCE BASE, IN THE CENTER OF A
 GH0541'2.5 BY 2.5 FOOT CONCRETE PROTECTION AREA, 27.6 METERS (90.6 FT)
 GH0541'NORTHEAST OF VANCE RM 1, 5.3 METERS (17.5 FT) NORTHWEST OF THE
 GH0541'NORTHWEST CORNER OF THE AIR CONTROL TOWER, 16.8 METERS (55 FT) EAST OF
 GH0541'THE EAST EDGE OF A CONCRETE RAMP, 2.2 METERS (7.1 FT) SOUTH OF THE
 GH0541'SOUTHEAST CORNER OF A 2 BY 12 FOOT BRICK BASE FOR A VANCE AIR BASE
 GH0541'SIGN AND 0.5 METER (1.5 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH
 GH0541'SIDEWALK.  NOT LEVELED TO DURING THIS SURVEY.
 GH0541'THE MARK IS 0.1 M BELOW THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0810 ***********************************************************************
 GH0810  DESIGNATION -  VANCE AFB RADAR DOME
 GH0810  PID         -  GH0810
 GH0810  STATE/COUNTY-  OK/GARFIELD
 GH0810  COUNTRY     -  US
 GH0810  USGS QUAD   -  WAUKOMIS (2018)
 GH0810
 GH0810                         *CURRENT SURVEY CONTROL
 GH0810  ______________________________________________________________________
 GH0810* NAD 83(1993) POSITION- 36 20 23.91408(N) 097 54 21.47310(W)   ADJUSTED
 GH0810  ______________________________________________________________________
 GH0810  GEOID HEIGHT    -        -27.697 (meters)                     GEOID18
 GH0810  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 GH0810  HORZ ORDER      -  THIRD
 GH0810
 GH0810.The horizontal coordinates were established by classical geodetic methods
 GH0810.and adjusted by the National Geodetic Survey in November 1994.
 GH0810
 GH0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0810.GEOID18 height accuracy estimate available here.
 GH0810
 GH0810.Click photographs - Photos may exist for this station.
 GH0810
 GH0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0810
 GH0810. The following values were computed from the NAD 83(1993) position.
 GH0810
 GH0810;                    North         East     Units Scale Factor Converg.
 GH0810;SPC OK N     -   148,679.144   608,441.600   MT  0.99994993   +0 03 19.8
 GH0810;SPC OK N     -   487,791.49  1,996,195.48   sFT  0.99994993   +0 03 19.8
 GH0810;UTM  14      - 4,022,213.336   598,179.632   MT  0.99971876   +0 38 54.1
 GH0810
 GH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9817922213(NAD 83)
 GH0810
 GH0810                          SUPERSEDED SURVEY CONTROL
 GH0810
 GH0810  NAD 83(1986)-  36 20 23.91924(N)    097 54 21.46009(W) AD(       ) 3
 GH0810  NAD 27      -  36 20 23.79515(N)    097 54 20.25635(W) AD(       ) 3
 GH0810
 GH0810.Superseded values are not recommended for survey control.
 GH0810
 GH0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0810.See file dsdata.pdf to determine how the superseded data were derived.
 GH0810
 GH0810_MARKER: 26 = SPHERICAL RADOME
 GH0810
 GH0810  HISTORY     - Date     Condition        Report By
 GH0810  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0810
 GH0810                          STATION DESCRIPTION
 GH0810
 GH0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0810'STATION IS LOCATED ON THE VANCE AIRFORCE BASE COMPOUND, ABOUT 200
 GH0810'FEET SOUTHEAST OF NORTH BROWN ROAD - ELAM ROAD INTERSECTION.
 GH0810'
 GH0810'A SMALL DOME, WHITE IN COLOR, MOUNTED ON THE TOP OF A STEEL TOWER
 GH0810'WHICH HAS 4 STEEL LEGS.
 GH0810'
 GH0810'POINT INTERSECTED, WAS THE TOP-CENTER OF THE DOME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0808 ***********************************************************************
 GH0808  DESIGNATION -  VANCE AFB WATER TANK
 GH0808  PID         -  GH0808
 GH0808  STATE/COUNTY-  OK/GARFIELD
 GH0808  COUNTRY     -  US
 GH0808  USGS QUAD   -  WAUKOMIS (2018)
 GH0808
 GH0808                         *CURRENT SURVEY CONTROL
 GH0808  ______________________________________________________________________
 GH0808* NAD 83(1993) POSITION- 36 20 23.99181(N) 097 54 13.79121(W)   ADJUSTED
 GH0808  ______________________________________________________________________
 GH0808  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 GH0808  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 GH0808  HORZ ORDER      -  THIRD
 GH0808
 GH0808.The horizontal coordinates were established by classical geodetic methods
 GH0808.and adjusted by the National Geodetic Survey in November 1994.
 GH0808
 GH0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0808.GEOID18 height accuracy estimate available here.
 GH0808
 GH0808.Click photographs - Photos may exist for this station.
 GH0808
 GH0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0808
 GH0808. The following values were computed from the NAD 83(1993) position.
 GH0808
 GH0808;                    North         East     Units Scale Factor Converg.
 GH0808;SPC OK N     -   148,681.728   608,633.155   MT  0.99994993   +0 03 24.3
 GH0808;SPC OK N     -   487,799.97  1,996,823.94   sFT  0.99994993   +0 03 24.3
 GH0808;UTM  14      - 4,022,217.900   598,371.106   MT  0.99971923   +0 38 58.6
 GH0808
 GH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9837122217(NAD 83)
 GH0808
 GH0808                          SUPERSEDED SURVEY CONTROL
 GH0808
 GH0808  NAD 83(1986)-  36 20 23.99838(N)    097 54 13.77990(W) AD(       ) 3
 GH0808  NAD 27      -  36 20 23.87552(N)    097 54 12.56696(W) AD(       ) 3
 GH0808
 GH0808.Superseded values are not recommended for survey control.
 GH0808
 GH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0808.See file dsdata.pdf to determine how the superseded data were derived.
 GH0808
 GH0808_MARKER: 53 = ELEVATED TANK
 GH0808
 GH0808  HISTORY     - Date     Condition        Report By
 GH0808  HISTORY     - 1951     FIRST OBSERVED   CGS
 GH0808  HISTORY     - 1963     GOOD             CGS
 GH0808  HISTORY     - 1968     GOOD             CGS
 GH0808  HISTORY     - 1978     GOOD             NGS
 GH0808
 GH0808                          STATION DESCRIPTION
 GH0808
 GH0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0808'THE STATION IS LOCATED 270 FEET WEST OF THOMPSON AVE AND 120 FEET
 GH0808'SOUTH OF BROWN ROAD.  IT IS A ROUND TANK ORANGE AND WHITE IN COLOR,
 GH0808'IT IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE, AND HAS AN
 GH0808'OVERALL HEIGHT OF 120 FEET.
 GH0808'
 GH0808'THE BACON AT THE APEX WAS THE POINT OBSERVED.
 GH0808
 GH0808                          STATION RECOVERY (1963)
 GH0808
 GH0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0808'STATION RECOVERED AS DESCRIBED IN 1951 BY R. L. ENGDAHL.
 GH0808
 GH0808                          STATION RECOVERY (1968)
 GH0808
 GH0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0808'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GH0808
 GH0808                          STATION RECOVERY (1978)
 GH0808
 GH0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GH0808'STATION RECOVERED AS DESCRIBED.
 GH0808'
 GH0808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT VANCE AIR FORCE
 GH0808'BASE SOUTH OF ENID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0809 ***********************************************************************
 GH0809  DESIGNATION -  VANCE AFB WEATHER TOWER
 GH0809  PID         -  GH0809
 GH0809  STATE/COUNTY-  OK/GARFIELD
 GH0809  COUNTRY     -  US
 GH0809  USGS QUAD   -  WAUKOMIS (2018)
 GH0809
 GH0809                         *CURRENT SURVEY CONTROL
 GH0809  ______________________________________________________________________
 GH0809* NAD 83(1993) POSITION- 36 20 27.05287(N) 097 54 23.52899(W)   ADJUSTED
 GH0809  ______________________________________________________________________
 GH0809  GEOID HEIGHT    -        -27.697 (meters)                     GEOID18
 GH0809  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 GH0809  HORZ ORDER      -  THIRD
 GH0809
 GH0809.The horizontal coordinates were established by classical geodetic methods
 GH0809.and adjusted by the National Geodetic Survey in November 1994.
 GH0809
 GH0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0809.GEOID18 height accuracy estimate available here.
 GH0809
 GH0809.Click photographs - Photos may exist for this station.
 GH0809
 GH0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0809
 GH0809. The following values were computed from the NAD 83(1993) position.
 GH0809
 GH0809;                    North         East     Units Scale Factor Converg.
 GH0809;SPC OK N     -   148,775.839   608,390.241   MT  0.99994997   +0 03 18.6
 GH0809;SPC OK N     -   488,108.73  1,996,026.98   sFT  0.99994997   +0 03 18.6
 GH0809;UTM  14      - 4,022,309.472   598,127.287   MT  0.99971864   +0 38 52.9
 GH0809
 GH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9812722309(NAD 83)
 GH0809
 GH0809                          SUPERSEDED SURVEY CONTROL
 GH0809
 GH0809  NAD 83(1986)-  36 20 27.05870(N)    097 54 23.51695(W) AD(       ) 3
 GH0809  NAD 27      -  36 20 26.93245(N)    097 54 22.30014(W) AD(       ) 3
 GH0809
 GH0809.Superseded values are not recommended for survey control.
 GH0809
 GH0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0809.See file dsdata.pdf to determine how the superseded data were derived.
 GH0809
 GH0809_MARKER: 55 = TOWER
 GH0809
 GH0809  HISTORY     - Date     Condition        Report By
 GH0809  HISTORY     - 1951     FIRST OBSERVED   CGS
 GH0809
 GH0809                          STATION DESCRIPTION
 GH0809
 GH0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0809'THE STATION IS LOCATED 270 FEET WEST OF ELAM ROAD AND 150 FEET NORTH
 GH0809'OF BROWN ROAD.  IT IS A SQUARE STRUCTURE SUPPORTED BY FOUR LEGS OF
 GH0809'STEEL AND HAS AN OVERALL HEIGHT OF 100 FEET.
 GH0809'
 GH0809'THE POINT OBSERVED WAS THE DOME AT THE APEX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0407 ***********************************************************************
 GH0407  DESIGNATION -  VANCE RM 1
 GH0407  PID         -  GH0407
 GH0407  STATE/COUNTY-  OK/GARFIELD
 GH0407  COUNTRY     -  US
 GH0407  USGS QUAD   -  WAUKOMIS (2018)
 GH0407
 GH0407                         *CURRENT SURVEY CONTROL
 GH0407  ______________________________________________________________________
 GH0407* NAD 83(1986) POSITION- 36 20 26.70   (N) 097 54 26.80   (W)   HD_HELD1
 GH0407* NAVD 88 ORTHO HEIGHT -   391.953 (meters)     1285.93  (feet) ADJUSTED
 GH0407  ______________________________________________________________________
 GH0407  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 GH0407  DYNAMIC HEIGHT  -        391.607 (meters)     1284.80  (feet) COMP
 GH0407  MODELED GRAVITY -    979,736.7   (mgal)                       NAVD 88
 GH0407
 GH0407  VERT ORDER      -  FIRST     CLASS II
 GH0407
 GH0407.The horizontal coordinates were determined by differentially corrected
 GH0407.hand held GPS observations or other comparable positioning techniques
 GH0407.and have an estimated accuracy of +/- 3 meters.
 GH0407
 GH0407.The orthometric height was determined by differential leveling and
 GH0407.adjusted by the NATIONAL GEODETIC SURVEY
 GH0407.in June 1991.
 GH0407
 GH0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0407.GEOID18 height accuracy estimate available here.
 GH0407
 GH0407.Click photographs - Photos may exist for this station.
 GH0407
 GH0407.The dynamic height is computed by dividing the NAVD 88
 GH0407.geopotential number by the normal gravity value computed on the
 GH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0407.degrees latitude (g = 980.6199 gals.).
 GH0407
 GH0407.The modeled gravity was interpolated from observed gravity values.
 GH0407
 GH0407;                    North         East    Units  Estimated Accuracy
 GH0407;SPC OK N     -   148,764.9     608,308.7     MT  (+/- 3 meters HH1 GPS) 
 GH0407
 GH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9804522297(NAD 83)
 GH0407
 GH0407                          SUPERSEDED SURVEY CONTROL
 GH0407
 GH0407  NGVD 29 (??/??/92)  391.805  (m)         1285.45   (f) ADJ UNCH    1 2
 GH0407
 GH0407.Superseded values are not recommended for survey control.
 GH0407
 GH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0407.See file dsdata.pdf to determine how the superseded data were derived.
 GH0407
 GH0407_MARKER: DR = REFERENCE MARK DISK
 GH0407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GH0407_SP_SET: CONCRETE LANDING STRIP
 GH0407_STAMPING: VANCE NO 1 1951
 GH0407_MARK LOGO: CGS
 GH0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0407
 GH0407  HISTORY     - Date     Condition        Report By
 GH0407  HISTORY     - 1951     MONUMENTED       CGS
 GH0407  HISTORY     - 1953     GOOD             CGS
 GH0407  HISTORY     - 1985     GOOD             NGS
 GH0407
 GH0407                          STATION DESCRIPTION
 GH0407
 GH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0407'5.2 MI SW FROM ENID.
 GH0407'4.0 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 GH0407'ENID, THENCE 0.5 MILE WEST ALONG A PAVED ROAD, THENCE 0.7 MILE
 GH0407'SOUTHWEST THROUGH VANCE AIR BASE, AT THE CONTROL TOWER, 90.6 FEET
 GH0407'SOUTHWEST OF TRIANGULATION STATION VANCE 1951, SET IN THE TOP OF
 GH0407'THE EAST EDGE OF A CONCRETE RAMP.
 GH0407
 GH0407                          STATION RECOVERY (1985)
 GH0407
 GH0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0407'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.83 KM (3.00
 GH0407'MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE HIGHWAY 15 AT
 GH0407'ENID, THENCE 0.80 KM (0.50 MI) WEST ALONG A PAVED ROAD, THENCE 1.13 KM
 GH0407'(0.70 MI) SOUTHWEST THROUGH VANCE AIR FORCE BASE, IN TOP OF THE EAST
 GH0407'EDGE OF THE CONCRETE LANDING STRIP, 27.6 METERS (90.6 FT) SOUTHWEST OF
 GH0407'TRIANGULATION STATION VANCE AND 22.8 METERS (74.8 FT) SOUTHWEST OF THE
 GH0407'SOUTHWEST CORNER OF THE AIR CONTROL TOWER.  NOT LEVELED TO DURING THIS
 GH0407'SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1199 ***********************************************************************
 FJ1199  DESIGNATION -  VARNUM
 FJ1199  PID         -  FJ1199
 FJ1199  STATE/COUNTY-  OK/SEMINOLE
 FJ1199  COUNTRY     -  US
 FJ1199  USGS QUAD   -  PRAGUE SW (2018)
 FJ1199
 FJ1199                         *CURRENT SURVEY CONTROL
 FJ1199  ______________________________________________________________________
 FJ1199* NAD 83(1993) POSITION- 35 16 58.50044(N) 096 42 02.95279(W)   ADJUSTED
 FJ1199* NAVD 88 ORTHO HEIGHT -   321.    (meters)     1053.    (feet) SCALED
 FJ1199  ______________________________________________________________________
 FJ1199  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 FJ1199  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC18
 FJ1199  HORZ ORDER      -  FIRST
 FJ1199
 FJ1199.The horizontal coordinates were established by classical geodetic methods
 FJ1199.and adjusted by the National Geodetic Survey in November 1994.
 FJ1199
 FJ1199.The orthometric height was scaled from a topographic map.
 FJ1199
 FJ1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1199.GEOID18 height accuracy estimate available here.
 FJ1199
 FJ1199.Click photographs - Photos may exist for this station.
 FJ1199
 FJ1199.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1199
 FJ1199. The following values were computed from the NAD 83(1993) position.
 FJ1199
 FJ1199;                    North         East     Units Scale Factor Converg.
 FJ1199;SPC OK S     -   217,022.985   718,188.023   MT  1.00001018   +0 44 14.8
 FJ1199;SPC OK S     -   712,016.24  2,356,255.21   sFT  1.00001018   +0 44 14.8
 FJ1199;UTM  14      - 3,906,842.266   709,098.096   MT  1.00013885   +1 19 42.7
 FJ1199
 FJ1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1199!SPC OK S     -   0.99995390  x   1.00001018  =   0.99996408
 FJ1199!UTM  14      -   0.99995390  x   1.00013885  =   1.00009275
 FJ1199
 FJ1199:                Primary Azimuth Mark                     Grid Az
 FJ1199:SPC OK S     -  VARNUM AZ MK                             038 40 20.7
 FJ1199:UTM  14      -  VARNUM AZ MK                             038 04 52.8
 FJ1199
 FJ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0909806842(NAD 83)
 FJ1199
 FJ1199|---------------------------------------------------------------------|
 FJ1199| PID    Reference Object                     Distance      Geod. Az  |
 FJ1199|                                                           dddmmss.s |
 FJ1199| CI3505 VARNUM RM 2                         APPROX. 0.8 KM 0135952.4 |
 FJ1199| CI3504 VARNUM RM 1                         APPROX. 1.0 KM 0341306.9 |
 FJ1199| CI3503 VARNUM AZ MK                                       0392435.5 |
 FJ1199| FJ1215 SEMINOLE MUNICIPAL TANK             APPROX. 6.5 KM 1582819.2 |
 FJ1199| FJ1219 SEMINOLE SQUAT MUNICIPAL TANK       APPROX. 7.3 KM 1605719.1 |
 FJ1199|---------------------------------------------------------------------|
 FJ1199
 FJ1199                          SUPERSEDED SURVEY CONTROL
 FJ1199
 FJ1199  NAD 83(1986)-  35 16 58.50403(N)    096 42 02.93426(W) AD(       ) 1
 FJ1199  NAD 27      -  35 16 58.23666(N)    096 42 01.86546(W) AD(       ) 1
 FJ1199
 FJ1199.Superseded values are not recommended for survey control.
 FJ1199
 FJ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1199.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1199
 FJ1199_MARKER: DS = TRIANGULATION STATION DISK
 FJ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1199_STAMPING: VARNUM 1935
 FJ1199_MARK LOGO: CGS
 FJ1199_PROJECTION: RECESSED 30 CENTIMETERS
 FJ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1199+STABILITY: SURFACE MOTION
 FJ1199
 FJ1199  HISTORY     - Date     Condition        Report By
 FJ1199  HISTORY     - 1935     MONUMENTED       CGS
 FJ1199  HISTORY     - 1957     GOOD             CGS
 FJ1199
 FJ1199                          STATION DESCRIPTION
 FJ1199
 FJ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1199'STATION IS ON A TERRACED BARE KNOLL ABOUT 4 MILES NORTH
 FJ1199'AND 1.7 MILES WEST OF SEMINOLE, IN NORTHWEST QUARTER OF
 FJ1199'SECTION 5, T. 9 N., R. 6 E., ON PROPERTY OF VARNUM HEIRS.
 FJ1199'STATION IS ON SUMMIT OF HILL.  MARK IS 12 INCHES UNDERGROUND.
 FJ1199'
 FJ1199'FROM INTERSECTION OF U.S. HIGHWAY 270 AND OKLAHOMA HIGHWAY 48
 FJ1199'IN SEMINOLE, GO NORTH ON STATE HIGHWAY 48 FOR 4.5 MILES TO
 FJ1199'CROSS ROAD, THENCE LEFT (WEST) ON GRAVEL ROAD FOR 1.2 MILES
 FJ1199'TO CROSS ROAD, THENCE LEFT (SOUTH) FOR 0.3 MILE TO GROUP
 FJ1199'OF FARM BUILDINGS.  FOLLOW TRAIL AROUND BARN AND ALONG FENCE
 FJ1199'WESTERLY FOR 0.5 MILE TO FOOT OF TERRACED HILL.  CONTINUE
 FJ1199'SOUTHWESTERLY ABOUT 0.2 MILE TO TOP OF HILL AND STATION.
 FJ1199'
 FJ1199'REFERENCE MARK NO. 1 IS 3172.4 FEET NORTHEAST OF STATION, 20
 FJ1199'FEET NORTH OF CENTER LINE OF ROAD, ABOUT 0.1 MILE WEST OF CROSS
 FJ1199'ROAD.
 FJ1199'
 FJ1199'REFERENCE MARK NO. 2 IS 2703.3 FEET NORTH-NORTHEAST OF STATION,
 FJ1199'20 FEET NORTH OF CENTER LINE OF ROAD, ABOUT 0.3 MILE WEST OF
 FJ1199'CROSS ROAD.
 FJ1199'
 FJ1199'AZIMUTH MARK IS 0.75 MILE NORTHEAST OF STATION IN NORTHEAST
 FJ1199'ANGLE FORMED BY CROSSROADS, 40 FEET EAST OF CENTER LINE OF
 FJ1199'ROAD, 20 FEET NORTH OF CENTER LINE OF ROAD.  TO REACH FROM
 FJ1199'STATION, GO NORTHEASTERLY FOR 0.6 MILE TO GROUP OF FARM BUILDINGS,
 FJ1199'THENCE NORTHERLY FOR 0.3 MILE TO CROSSROADS AND MARK.
 FJ1199'
 FJ1199'TO REACH REFERENCE MARK NO. 1 FROM AZIMUTH MARK, GO WEST ON
 FJ1199'GRAVEL ROAD FOR 0.1 MILE TO MARK JUST NORTH OF PIPELINE.
 FJ1199'
 FJ1199'TO REACH REFERENCE MARK NO. 2 FROM REFERENCE MARK NO. 1, GO WEST
 FJ1199'ON GRAVEL ROAD FOR 0.2 MILE TO MARK JUST NORTH OF PIPELINE.
 FJ1199'
 FJ1199'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FJ1199'BRONZE DISKS SET AS DESCRIBED.
 FJ1199'
 FJ1199'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 FJ1199
 FJ1199                          STATION RECOVERY (1957)
 FJ1199
 FJ1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1199'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 FJ1199'GOOD CONDITION.
 FJ1199'
 FJ1199'THE DISTANCES SHOWN TO THE REFERENCE MARKS WERE 1935 MEASUREMENT.
 FJ1199'
 FJ1199'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9256 ***********************************************************************
 AC9256  DESIGNATION -  VCIO A
 AC9256  PID         -  AC9256
 AC9256  STATE/COUNTY-  OK/DEWEY
 AC9256  COUNTRY     -  US
 AC9256  USGS QUAD   -  MUTUAL SW (2018)
 AC9256
 AC9256                         *CURRENT SURVEY CONTROL
 AC9256  ______________________________________________________________________
 AC9256* NAD 83(2011) POSITION- 36 04 16.01310(N) 099 13 18.03249(W)   ADJUSTED
 AC9256* NAD 83(2011) ELLIP HT-   627.792 (meters)        (06/27/12)   ADJUSTED
 AC9256* NAD 83(2011) EPOCH   -  2010.00
 AC9256* NAVD 88 ORTHO HEIGHT -   655.812 (meters)     2151.61  (feet) ADJUSTED
 AC9256  ______________________________________________________________________
 AC9256  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 AC9256  NAD 83(2011) X  -   -827,212.582 (meters)                     COMP
 AC9256  NAD 83(2011) Y  - -5,095,150.685 (meters)                     COMP
 AC9256  NAD 83(2011) Z  -  3,734,942.279 (meters)                     COMP
 AC9256  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 AC9256  DYNAMIC HEIGHT  -        655.159 (meters)     2149.47  (feet) COMP
 AC9256  MODELED GRAVITY -    979,615.1   (mgal)                       NAVD 88
 AC9256
 AC9256  VERT ORDER      -  SECOND    CLASS I
 AC9256
 AC9256  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9256  Standards:
 AC9256         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9256            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9256  -------------------------------------------------------------------
 AC9256  NETWORK    0.40   0.57           0.18   0.14   0.29     -0.00430192
 AC9256  -------------------------------------------------------------------
 AC9256  Click here for local accuracies and other accuracy information.
 AC9256
 AC9256.This is a reference station for the VICI
 AC9256.National Continuously Operating Reference Station (VCIO).
 AC9256
 AC9256.The horizontal coordinates were established by GPS observations
 AC9256.and adjusted by the National Geodetic Survey in June 2012.
 AC9256
 AC9256.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9256.been affixed to the stable North American tectonic plate. See 
 AC9256.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9256
 AC9256.The horizontal coordinates are valid at the epoch date displayed above
 AC9256.which is a decimal equivalence of Year/Month/Day.
 AC9256
 AC9256.The orthometric height was determined by differential leveling and
 AC9256.adjusted by the NATIONAL GEODETIC SURVEY
 AC9256.in July 2002.
 AC9256
 AC9256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9256.GEOID18 height accuracy estimate available here.
 AC9256
 AC9256.Click photographs - Photos may exist for this station.
 AC9256
 AC9256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9256
 AC9256.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9256
 AC9256.The ellipsoidal height was determined by GPS observations
 AC9256.and is referenced to NAD 83.
 AC9256
 AC9256.The dynamic height is computed by dividing the NAVD 88
 AC9256.geopotential number by the normal gravity value computed on the
 AC9256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9256.degrees latitude (g = 980.6199 gals.).
 AC9256
 AC9256.The modeled gravity was interpolated from observed gravity values.
 AC9256
 AC9256. The following values were computed from the NAD 83(2011) position.
 AC9256
 AC9256;                    North         East     Units Scale Factor Converg.
 AC9256;SPC OK N     -   119,535.395   489,956.951   MT  0.99994682   -0 43 15.5
 AC9256;SPC OK N     -   392,175.71  1,607,467.10   sFT  0.99994682   -0 43 15.5
 AC9256;UTM  14      - 3,991,858.901   480,038.835   MT  0.99960491   -0 07 49.9
 AC9256
 AC9256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9256!SPC OK N     -   0.99990148  x   0.99994682  =   0.99984830
 AC9256!UTM  14      -   0.99990148  x   0.99960491  =   0.99950643
 AC9256
 AC9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8003891858(NAD 83)
 AC9256
 AC9256|---------------------------------------------------------------------|
 AC9256| PID    Reference Object                     Distance      Geod. Az  |
 AC9256|                                                           dddmmss.s |
 AC9256| AB6371 VICI CORS L1 PHASE CENTER           399.026 METERS 08036     |
 AC9256|---------------------------------------------------------------------|
 AC9256
 AC9256                          SUPERSEDED SURVEY CONTROL
 AC9256
 AC9256  NAD 83(2007)-  36 04 16.01277(N)    099 13 18.03382(W) AD(2002.00) 0
 AC9256  ELLIP H (02/10/07)  627.820  (m)                       GP(2002.00)    
 AC9256  ELLIP H (02/05/01)  627.826  (m)                       GP(       ) 2 2
 AC9256  NAD 83(1993)-  36 04 16.01213(N)    099 13 18.03389(W) AD(       ) B
 AC9256  ELLIP H (09/15/97)  627.846  (m)                       GP(       ) 3 2
 AC9256  NAVD 88             655.81   (m)         2151.6    (f) LEVELING    3  
 AC9256
 AC9256.Superseded values are not recommended for survey control.
 AC9256
 AC9256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9256.See file dsdata.pdf to determine how the superseded data were derived.
 AC9256
 AC9256_MARKER: I = METAL ROD
 AC9256_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9256_STAMPING: VCIO A 1997
 AC9256_MARK LOGO: NGS
 AC9256_PROJECTION: FLUSH
 AC9256_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9256+STABILITY: POSITION/ELEVATION WELL
 AC9256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9256+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1997
 AC9256_ROD/PIPE-DEPTH: 4.6 meters
 AC9256_SLEEVE-DEPTH  : 0.9 meters
 AC9256
 AC9256  HISTORY     - Date     Condition        Report By
 AC9256  HISTORY     - 1997     MONUMENTED       NGS
 AC9256  HISTORY     - 19970510 GOOD             NGS
 AC9256
 AC9256                          STATION DESCRIPTION
 AC9256
 AC9256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9256'10.3 KM (6.40 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9256'IN VICI, THENCE 8.0 KM (4.95 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE
 AC9256'3.2 KM (2.00 MI) WESTERLY ALONG A PAVED ROAD, 133.5 M (438.0 FT) SOUTH
 AC9256'OF THE ROAD CENTER, 10.2 M (33.5 FT) EAST OF THE CENTER OF A DIRT
 AC9256'ROAD, 1.3 M (4.3 FT) EAST OF A WITNESS POST AND FENCE, AND 1.0 M (3.3
 AC9256'FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AC9256'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC9256'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AC9256'BY WAYNE BOYD, ROUTE 2 BOX 188, VICI, OK 73859, TELEPHONE NUMBER (405)
 AC9256'995-4999.
 AC9256
 AC9256                          STATION RECOVERY (1997)
 AC9256
 AC9256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9256'STATION WAS RECOVERED USING THE 1997 DESCRIPTION, ALL DIRECTIONS AND
 AC9256'DISTANCES CHEKED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9257 ***********************************************************************
 AC9257  DESIGNATION -  VCIO B
 AC9257  PID         -  AC9257
 AC9257  STATE/COUNTY-  OK/DEWEY
 AC9257  COUNTRY     -  US
 AC9257  USGS QUAD   -  MUTUAL SW (2018)
 AC9257
 AC9257                         *CURRENT SURVEY CONTROL
 AC9257  ______________________________________________________________________
 AC9257* NAD 83(2011) POSITION- 36 04 20.52998(N) 099 12 59.56523(W)   ADJUSTED
 AC9257* NAD 83(2011) ELLIP HT-   622.570 (meters)        (06/27/12)   ADJUSTED
 AC9257* NAD 83(2011) EPOCH   -  2010.00
 AC9257* NAVD 88 ORTHO HEIGHT -   650.579 (meters)     2134.44  (feet) ADJUSTED
 AC9257  ______________________________________________________________________
 AC9257  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 AC9257  NAD 83(2011) X  -   -826,742.595 (meters)                     COMP
 AC9257  NAD 83(2011) Y  - -5,095,139.638 (meters)                     COMP
 AC9257  NAD 83(2011) Z  -  3,735,051.745 (meters)                     COMP
 AC9257  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 AC9257  DYNAMIC HEIGHT  -        649.931 (meters)     2132.32  (feet) COMP
 AC9257  MODELED GRAVITY -    979,615.7   (mgal)                       NAVD 88
 AC9257
 AC9257  VERT ORDER      -  SECOND    CLASS I
 AC9257
 AC9257  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9257  Standards:
 AC9257         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9257            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9257  -------------------------------------------------------------------
 AC9257  NETWORK    0.40   0.57           0.18   0.14   0.29      0.01065779
 AC9257  -------------------------------------------------------------------
 AC9257  Click here for local accuracies and other accuracy information.
 AC9257
 AC9257.This is a reference station for the VICI
 AC9257.National Continuously Operating Reference Station (VCIO).
 AC9257
 AC9257.The horizontal coordinates were established by GPS observations
 AC9257.and adjusted by the National Geodetic Survey in June 2012.
 AC9257
 AC9257.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9257.been affixed to the stable North American tectonic plate. See 
 AC9257.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9257
 AC9257.The horizontal coordinates are valid at the epoch date displayed above
 AC9257.which is a decimal equivalence of Year/Month/Day.
 AC9257
 AC9257.The orthometric height was determined by differential leveling and
 AC9257.adjusted by the NATIONAL GEODETIC SURVEY
 AC9257.in July 2002.
 AC9257
 AC9257.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9257.GEOID18 height accuracy estimate available here.
 AC9257
 AC9257.Click photographs - Photos may exist for this station.
 AC9257
 AC9257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9257
 AC9257.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9257
 AC9257.The ellipsoidal height was determined by GPS observations
 AC9257.and is referenced to NAD 83.
 AC9257
 AC9257.The dynamic height is computed by dividing the NAVD 88
 AC9257.geopotential number by the normal gravity value computed on the
 AC9257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9257.degrees latitude (g = 980.6199 gals.).
 AC9257
 AC9257.The modeled gravity was interpolated from observed gravity values.
 AC9257
 AC9257. The following values were computed from the NAD 83(2011) position.
 AC9257
 AC9257;                    North         East     Units Scale Factor Converg.
 AC9257;SPC OK N     -   119,668.795   490,420.740   MT  0.99994678   -0 43 04.6
 AC9257;SPC OK N     -   392,613.37  1,608,988.71   sFT  0.99994678   -0 43 04.6
 AC9257;UTM  14      - 3,991,997.027   480,501.066   MT  0.99960468   -0 07 39.0
 AC9257
 AC9257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9257!SPC OK N     -   0.99990230  x   0.99994678  =   0.99984908
 AC9257!UTM  14      -   0.99990230  x   0.99960468  =   0.99950702
 AC9257
 AC9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8050191997(NAD 83)
 AC9257
 AC9257|---------------------------------------------------------------------|
 AC9257| PID    Reference Object                     Distance      Geod. Az  |
 AC9257|                                                           dddmmss.s |
 AC9257| AB6371 VICI CORS L1 PHASE CENTER           100.839 METERS 22244     |
 AC9257|---------------------------------------------------------------------|
 AC9257
 AC9257                          SUPERSEDED SURVEY CONTROL
 AC9257
 AC9257  NAD 83(2007)-  36 04 20.52966(N)    099 12 59.56655(W) AD(2002.00) 0
 AC9257  ELLIP H (02/10/07)  622.597  (m)                       GP(2002.00)    
 AC9257  ELLIP H (02/05/01)  622.604  (m)                       GP(       ) 2 2
 AC9257  NAD 83(1993)-  36 04 20.52901(N)    099 12 59.56662(W) AD(       ) B
 AC9257  ELLIP H (09/15/97)  622.624  (m)                       GP(       ) 3 2
 AC9257  NAVD 88             650.58   (m)         2134.4    (f) LEVELING    3  
 AC9257
 AC9257.Superseded values are not recommended for survey control.
 AC9257
 AC9257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9257.See file dsdata.pdf to determine how the superseded data were derived.
 AC9257
 AC9257_MARKER: F = FLANGE-ENCASED ROD
 AC9257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9257_STAMPING: VCIO B 1997
 AC9257_MARK LOGO: NGS
 AC9257_PROJECTION: RECESSED 8 CENTIMETERS
 AC9257_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9257+STABILITY: POSITION/ELEVATION WELL
 AC9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9257+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2016
 AC9257_ROD/PIPE-DEPTH: 5.2 meters
 AC9257_SLEEVE-DEPTH  : 0.9 meters
 AC9257
 AC9257  HISTORY     - Date     Condition        Report By
 AC9257  HISTORY     - 1997     MONUMENTED       NGS
 AC9257  HISTORY     - 19970510 GOOD             NGS
 AC9257  HISTORY     - 20160408 GOOD             GRWAS
 AC9257
 AC9257                          STATION DESCRIPTION
 AC9257
 AC9257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9257'10.3 KM (6.40 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE POST OFFICE
 AC9257'IN VICI, THENCE 8.0 KM (4.95 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE
 AC9257'2.7 KM (1.65 MI) WESTERLY ALONG A PAVED ROAD, 9.2 M (30.2 FT) NORTH OF
 AC9257'THE ROAD CENTER, 6.0 M (19.7 FT) WEST OF THE CENTER OF A FIELD
 AC9257'ENTRANCE AND GATE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5
 AC9257'M (1.6 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AC9257'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC9257'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC9257
 AC9257                          STATION RECOVERY (1997)
 AC9257
 AC9257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 AC9257'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION, ALL
 AC9257'DIRECTIONS AND DISTANCES CHECKED.
 AC9257
 AC9257                          STATION RECOVERY (2016)
 AC9257
 AC9257'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 AC9257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0936 ***********************************************************************
 EL0936  DESIGNATION -  VELMA RADIO STA KKC 380 MAST
 EL0936  PID         -  EL0936
 EL0936  STATE/COUNTY-  OK/STEPHENS
 EL0936  COUNTRY     -  US
 EL0936  USGS QUAD   -  VELMA (2018)
 EL0936
 EL0936                         *CURRENT SURVEY CONTROL
 EL0936  ______________________________________________________________________
 EL0936* NAD 83(1993) POSITION- 34 26 59.70322(N) 097 39 55.39821(W)   ADJUSTED
 EL0936  ______________________________________________________________________
 EL0936  GEOID HEIGHT    -        -25.790 (meters)                     GEOID18
 EL0936  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 EL0936  HORZ ORDER      -  THIRD
 EL0936
 EL0936.The horizontal coordinates were established by classical geodetic methods
 EL0936.and adjusted by the National Geodetic Survey in November 1994.
 EL0936
 EL0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0936.GEOID18 height accuracy estimate available here.
 EL0936
 EL0936.Click photographs - Photos may exist for this station.
 EL0936
 EL0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0936
 EL0936. The following values were computed from the NAD 83(1993) position.
 EL0936
 EL0936;                    North         East     Units Scale Factor Converg.
 EL0936;SPC OK S     -   123,905.963   630,747.148   MT  0.99993867   +0 11 23.8
 EL0936;SPC OK S     -   406,514.81  2,069,376.27   sFT  0.99993867   +0 11 23.8
 EL0936;UTM  14      - 3,812,851.589   622,598.925   MT  0.99978527   +0 45 18.2
 EL0936
 EL0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2259812851(NAD 83)
 EL0936
 EL0936                          SUPERSEDED SURVEY CONTROL
 EL0936
 EL0936  NAD 83(1986)-  34 26 59.70742(N)    097 39 55.38595(W) AD(       ) 3
 EL0936  NAD 27      -  34 26 59.40500(N)    097 39 54.27600(W) AD(       ) 3
 EL0936
 EL0936.Superseded values are not recommended for survey control.
 EL0936
 EL0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0936.See file dsdata.pdf to determine how the superseded data were derived.
 EL0936
 EL0936_MARKER: 42 = RADIO/TV MAST
 EL0936
 EL0936  HISTORY     - Date     Condition        Report By
 EL0936  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0936
 EL0936                          STATION DESCRIPTION
 EL0936
 EL0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0936'THE STATION IS A SINGLE COLUMN STEEL STRUCTURE PAINTED
 EL0936'ALTERNATELY RED AND WHITE, HAVING AN OVER-ALL HEIGHT OF 190
 EL0936'FEET.  THE RED LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
 EL0936'
 EL0936'TO REACH THE STATION FROM THE VELMA POST OFFICE GO SOUTH-EAST
 EL0936'FOR 0.9 MILE TO THE SKELLY OIL COMPANY OFFICE ON THE LEFT AND
 EL0936'STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0937 ***********************************************************************
 EL0937  DESIGNATION -  VELMA=ARBUCKLE
 EL0937  PID         -  EL0937
 EL0937  STATE/COUNTY-  OK/STEPHENS
 EL0937  COUNTRY     -  US
 EL0937  USGS QUAD   -  VELMA (2018)
 EL0937
 EL0937                         *CURRENT SURVEY CONTROL
 EL0937  ______________________________________________________________________
 EL0937* NAD 83(1993) POSITION- 34 26 02.30311(N) 097 41 07.61540(W)   ADJUSTED
 EL0937* NAVD 88 ORTHO HEIGHT -   397.59  (+/-2cm)     1304.4   (feet) VERTCON3
 EL0937  ______________________________________________________________________
 EL0937  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 EL0937  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 EL0937  HORZ ORDER      -  FIRST
 EL0937  VERT ORDER      -  THIRD ? (See Below)
 EL0937
 EL0937.The horizontal coordinates were established by classical geodetic methods
 EL0937.and adjusted by the National Geodetic Survey in November 1994.
 EL0937
 EL0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0937
 EL0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0937.GEOID18 height accuracy estimate available here.
 EL0937
 EL0937.The vertical order pertains to the NGVD 29 superseded value.
 EL0937
 EL0937.Click photographs - Photos may exist for this station.
 EL0937
 EL0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0937
 EL0937. The following values were computed from the NAD 83(1993) position.
 EL0937
 EL0937;                    North         East     Units Scale Factor Converg.
 EL0937;SPC OK S     -   122,131.425   628,909.340   MT  0.99993936   +0 10 42.8
 EL0937;SPC OK S     -   400,692.85  2,063,346.73   sFT  0.99993936   +0 10 42.8
 EL0937;UTM  14      - 3,811,059.295   620,778.991   MT  0.99977981   +0 44 36.3
 EL0937
 EL0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0937!SPC OK S     -   0.99994164  x   0.99993936  =   0.99988100
 EL0937!UTM  14      -   0.99994164  x   0.99977981  =   0.99972146
 EL0937
 EL0937:                Primary Azimuth Mark                     Grid Az
 EL0937:SPC OK S     -  VELMA AZ MK 2                            305 50 26.7
 EL0937:UTM  14      -  VELMA AZ MK 2                            305 16 33.2
 EL0937
 EL0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2077811059(NAD 83)
 EL0937
 EL0937|---------------------------------------------------------------------|
 EL0937| PID    Reference Object                     Distance      Geod. Az  |
 EL0937|                                                           dddmmss.s |
 EL0937| CX9583 VELMA RM                                           00728     |
 EL0937| EL0936 VELMA RADIO STA KKC 380 MAST        APPROX. 2.6 KM 0461055.2 |
 EL0937| EL0938 T1S R5W SEC 25 SW COR 1902           82.651 METERS 05812     |
 EL0937| EL0930 TUSSY PUMPING STA RADIO MAST        APPROX.13.8 KM 0662502.1 |
 EL0937| CX9585 VELMA RM 3                           16.331 METERS 10634     |
 EL0937| CX9584 VELMA RM 2                           16.966 METERS 18002     |
 EL0937| EL0935 28 D 5 TT                           APPROX. 1.1 KM 2723127.4 |
 EL0937| EL0998 DUNCAN BAPTIST CHURCH SPIRE         APPROX.26.1 KM 2873608.7 |
 EL0937| CX9582 VELMA AZ MK                                        3055951.2 |
 EL0937| AE6912 VELMA AZ MK 2                                      3060109.5 |
 EL0937|---------------------------------------------------------------------|
 EL0937
 EL0937                          SUPERSEDED SURVEY CONTROL
 EL0937
 EL0937  NAD 83(1986)-  34 26 02.30733(N)    097 41 07.60312(W) AD(       ) 1
 EL0937  NAD 27      -  34 26 02.00300(N)    097 41 06.49400(W) AD(       ) 1
 EL0937  USSD        -  34 26 01.91300(N)    097 41 06.88700(W) AD(       ) 3
 EL0937  NGVD 29 (07/19/86)  397.50   (m)         1304.1    (f) LEVELING    3  
 EL0937
 EL0937.Superseded values are not recommended for survey control.
 EL0937
 EL0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0937.See file dsdata.pdf to determine how the superseded data were derived.
 EL0937
 EL0937_MARKER: DS = TRIANGULATION STATION DISK
 EL0937_SETTING: 80 = SET IN A BOULDER
 EL0937_STAMPING: VELMA 1902
 EL0937_MARK LOGO: CGS
 EL0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0937+STABILITY: SURFACE MOTION
 EL0937
 EL0937  HISTORY     - Date     Condition        Report By
 EL0937  HISTORY     - 1902     MONUMENTED       USGS
 EL0937  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EL0937  HISTORY     - 1935     SEE DESCRIPTION  CGS
 EL0937  HISTORY     - 1936     GOOD             CGS
 EL0937  HISTORY     - 1937     GOOD             USGS
 EL0937  HISTORY     - 1947     GOOD             CGS
 EL0937  HISTORY     - 1948     GOOD             CGS
 EL0937  HISTORY     - 1955     GOOD             CGS
 EL0937  HISTORY     - 1963     GOOD             CGS
 EL0937
 EL0937                          STATION DESCRIPTION
 EL0937
 EL0937'DESCRIBED BY US GEOLOGICAL SURVEY 1902 (OWF)
 EL0937'ABOUT 9 MILES NORTH FROM LOCO, 2 MILES S. 19 DEG W. FROM
 EL0937'VELMA, ON NORTHWEST QUARTER OF HIGH, TIMBERED, ROCKY RIDGE,
 EL0937'AND 75 YARDS SOUTH OF WIRE FENCE ON SOUTH SIDE OF TRACT LEASED
 EL0937'IN 1902 BY J.B. FRENSLEY AND J.M. FITZHUE.  STATION IS IDENTICAL
 EL0937'WITH U.S. GEOLOGICAL SURVEY STATION VELMA.  ORIGINALLY MARKED
 EL0937'BY STONE 15- BY 10- BY 12-INCHES WHICH WAS FOUND DISTURBED.
 EL0937'STATION WAS RECOVERED AND RE-MARKED AS FOLLOWS--UNDERGROUND
 EL0937'MARK IS 60-PENNY NAIL IN CONCRETE, ABOUT 2 FEET BELOW SURFACE.
 EL0937'SURFACE MARK IS COPPER BOLT IN ORIGINAL GEOLOGICAL SURVEY
 EL0937'STONE WHICH WAS EMBEDDED IN CONCRETE, AND CONCRETE MARKED
 EL0937'U.S.C. AND G.S., 1902.  REFERENCE MARK IS NAIL IN THE
 EL0937'CENTER OF TERRA-COTTA PIPE FILLED WITH CONCRETE AND SET IN A
 EL0937'BLOCK OF CONCRETE 1 FOOT IN DIAMETER, 0.46 METER (1.5
 EL0937'FEET) SOUTH OF FRENSLEYS AND FITZHUES SOUTH FENCE, AND 77.210 METERS
 EL0937'(253.3 FEET) FROM STATION IN BEARINGS N 7 DEG 29 MIN E.
 EL0937'OTHER DISTANCES AND AZIMUTHS FROM STATION ARE--CORNER STONE
 EL0937'COMMON TO SECTIONS 25, 26, 35 AND 36, T. 1 S., R. 5 W., 82.65
 EL0937'METERS (271.2 FEET), N 58 DEG 12 MIN E.  NORTH END OF RIDGE BEAM
 EL0937'OF UNOCCUPIED HOUSE, 285.90 METERS (938.0 FEET), S 14 DEG
 EL0937
 EL0937                          STATION RECOVERY (1934)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0937'THE SURFACE MARK WAS DESTROYED.  THE UNDERGROUND MARK ABOUT
 EL0937'2 FEET BELOW THE SURFACE IS IN GOOD CONDITION.  ABOUT 12
 EL0937'INCHES OF DIRT AND A ROCK APPROXIMATELY 2 FEET BY 10 INCHES
 EL0937'BY 12 INCHES ON ITS END PLACED OVER THE MARK.  A TRIANGLE
 EL0937'WAS CHISELED ON THE SIDE OF THIS ROCK TOWARDS THE ROAD.  ON
 EL0937'FOUR NEARBY ROCKS, ARROWS WERE CHISELED POINTING TOWARDS
 EL0937'THE MARK.  A 14-INCH OAK TREE ABOUT 23 YARDS SOUTHWEST OF
 EL0937'THE MARK WAS BLAZED AND MARKED WITH A TRIANGLE.
 EL0937'
 EL0937'REFERENCE MARK WAS NOT RECOVERED.  ITS POSITION FALLS IN OR
 EL0937'AT THE EDGE OF AN OLD ROAD.  DIGGING AND PRODDING THE GROUND
 EL0937'FAILED TO LOCATED THE MARK.
 EL0937'
 EL0937'THE CORNER STONE COMMON TO SECS. 25, 26, 35 AND 36 HAS BEEN
 EL0937'REPLACED BY A 2-INCH IRON PIPE EXTENDING ABOUT 30 INCHES ABOVE
 EL0937'THE SURFACE.  A NORTH-SOUTH SURFACE PIPE LINE LIES AGAINST
 EL0937'THIS CORNER PIPE.
 EL0937'
 EL0937'HOUSES AND FENCES REFERRED TO IN NOTES ARE GONE.
 EL0937'
 EL0937'THE STATION IS ABOUT 2 MILES SOUTH OF VELMA, IN THE NORTHEAST
 EL0937'CORNER OF SECTION 35, T. 1 S., R. 5 W., ABOUT 40 YARDS WEST
 EL0937'OF A NORTH-SOUTH ROAD, 27 YARDS WEST OF AN OIL WELL.
 EL0937
 EL0937                          STATION RECOVERY (1935)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 EL0937'THE SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK
 EL0937'A NAIL IN CONCRETE,WAS RECOVERED
 EL0937'ABOUT 20 INCHES BELOW THE GROUND SURFACE IN GOOD CONDITION.
 EL0937'REFERENCE MARK SET IN 1902 WAS NOT RECOVERED.  THE STATION
 EL0937'WAS RE-MARKED AS FOLLOWS--THE UNDERGROUND MARK WAS NOT CHANGED.
 EL0937'THE SURFACE MARK IS A CONCRETE PIER WITH A STANDARD STATION
 EL0937'DISK SET IN IT WITH THE TOP ABOUT
 EL0937'AT THE GROUND SURFACE.  THE SURFACE MARK AND REFERENCE MARK
 EL0937'NO. 2 DISKS WERE STAMPED WITH THE NAME AND DATE 1902.
 EL0937'
 EL0937'THE STATION IS ABOUT 9 MILES NORTH OF LOCO AND 2 MILES SOUTH
 EL0937'OF THE VILLAGE OF VELMA.  IT IS NOT KNOWN WHO OWNS THE PROPERTY
 EL0937'THIS STATION IS LOCATED ON, BUT IT IS NO DOUBT A PART OF
 EL0937'PROPERTY LEASED TO AN OIL COMPANY.
 EL0937'
 EL0937'TO REACH FROM VELMA, WHICH IS THE NEAREST VILLAGE, GO EAST
 EL0937'ON STATE HIGHWAY 22 ABOUT 0.6 MILE TO THE SINCLAIR FILLING
 EL0937'STATION AND DIRT ROAD, TURN SOUTH ON THIS DIRT ROAD FOR 0.3
 EL0937'MILE, TURN RIGHT AND GO WEST AND SOUTHWEST FOR 0.6 MILE TO THE
 EL0937'JUNCTION WITH ANOTHER DIRT ROAD FROM THE NORTHWEST, TURN
 EL0937'LEFT AND GO SOUTH 0.3 MILE TO GAS WELL ON THE WEST SIDE OF
 EL0937'THE ROAD.  STATION IS 73 FEET NORTHWEST OF THE GAS WELL.
 EL0937'
 EL0937'REFERENCE MARK NO. 1 (1935) (THE SECTION CORNER COMMON TO
 EL0937'SECS. 25, 26, 35 AND 36, MARKED BY A 1-1/2-INCH PIPE) IS
 EL0937'82.65 METERS (271.2 FEET) FROM THE STATION N 58 DEG 12 MIN E,
 EL0937'80 FEET EAST OF ROAD AND 20 FEET SOUTH OF FENCE.
 EL0937'
 EL0937'REFERENCE MARK NO. 2 (1935) IS A STANDARD REFERENCE TABLET
 EL0937'SET IN A DRILL HOLE, 16.96 METERS
 EL0937'(55.63 FEET) FROM THE STATION.
 EL0937'THE DRILL HOLE IN LINE FROM THE STATION TO THE SECTION CORNER
 EL0937'IS 18.82 METERS (61.73 FEET) FROM REFERENCE MARK NO. 2
 EL0937'AND THE GAS WELL MAIN VERTICAL PIPE
 EL0937'(SOUTHWEST EDGE) IS 26.43 METERS (86.60 FEET) FROM THE SAME
 EL0937'REFERENCE MARK N 56 DEG 54 MIN E. 54 MIN.
 EL0937'
 EL0937'CENTER OF GAS WELL VERTICAL PIPE (WEST SIDE) IS 22.33 METERS
 EL0937'(73.24 FEET) FROM THE STATIONS S 83 DEG 41 MIN E W
 EL0937'AND THE DRILL HOLE IS 3.18 METERS (10.45 FEET) FROM THE STATION
 EL0937
 EL0937                          STATION RECOVERY (1936)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 EL0937'STATION WAS RECOVERED AND MARKS WERE FOUND AS FOLLOWS--AT
 EL0937'THE TIME OF RECONNAISSANCE IN 1936 THE STATION WAS FOUND
 EL0937'TO BE A STANDARD DISK SET IN CONCRETE, 25 PACES WEST OF AN
 EL0937'OIL WELL ON THE HILLTOP AND ABOUT 6 PACES SOUTH OF A PIPE
 EL0937'LINE.  R.M. STAMPED VELMA 1902, NO. 2 IS A STANDARD TABLET
 EL0937'SET IN BEDROCK, 16.95 METERS (55.66 FEET) FROM THE STATION,
 EL0937'BEARING S 13 DEG E MAGNETIC.
 EL0937'
 EL0937'THE STATION IS ABOUT 9.0 MILES NORTH OF LOCO AND 2.0 MILES
 EL0937'S. 19 DEG W. FROM VELMA.
 EL0937'
 EL0937'TO REACH FROM VELMA, GO SOUTHEAST ON THE PAVED HIGHWAY FOR
 EL0937'0.5 MILE, TURN RIGHT OFF THE HIGHWAY AND GO SOUTH ON A GRADED
 EL0937'DIRT ROAD FOR 0.3 MILE, TURN RIGHT AND GO WEST AND SOUTHWEST
 EL0937'ON A GRADED ROAD FOR 1.5 MILES, THEN TAKE LEFT FORK AND GO
 EL0937'SOUTHEAST FOR 0.3 MILE TO THE TOP OF THE HILL AND STATION
 EL0937'WHICH IS ABOUT 40 PACES WEST OF THE ROAD AT THE HIGHEST POINT
 EL0937'OF THE HILL NEAR THE SOUTHWEST END.
 EL0937
 EL0937                          STATION RECOVERY (1937)
 EL0937
 EL0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937 (WM)
 EL0937'STATION RECOVERED AS RE-MARKED AT SOME RECENT DATE, NOTES OF
 EL0937'WHICH WERE NOT ON HAND.  THE MARKS ARE IN GOOD CONDITION.  A
 EL0937'TIE WAS MADE TO TT 28 D 5 (OKLA.GEOD.S.), ESTABLISHING IT AS
 EL0937'AN AZIMUTH MARK.
 EL0937
 EL0937                          STATION RECOVERY (1947)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 EL0937'STATION WAS RECOVERED AS DESCRIBED.  NO ADDITIONAL DETAILS
 EL0937'ARE REQUIRED.
 EL0937
 EL0937                          STATION RECOVERY (1948)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0937'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED
 EL0937'AND FOUND TO BE IN GOOD CONDITION.  AN ATTEMPT WAS MADE TO
 EL0937'RECOVER THE AZIMUTH MARK BUT IT COULD NOT BE FOUND.  REFERENCE
 EL0937'MARK NO. 1 (1935) COULD NOT BE LOCATED.  IT HAS EVIDENTLY
 EL0937'NOW BEEN DESTROYED BY ROAD CONSTRUCTION.
 EL0937'
 EL0937'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE ESTABLISHED.
 EL0937'THE COMPLETE DESCRIPTION FOLLOWS--
 EL0937'
 EL0937'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF LOCO AND 2 MILES
 EL0937'SOUTH OF VELMA ON THE WEST SLOPE OF A HIGH, TIMBERED, ROCKY
 EL0937'RIDGE.  IT IS 151 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 EL0937'DIRT ROAD, OPPOSITE A HOUSE ON THE EAST SIDE OF THE ROAD,
 EL0937'20.5 FEET NORTH OF A 4-INCH PIPE LINE AND 48.5 FEET SOUTHWEST
 EL0937'OF A 2-INCH GAS LINE.  THE MARK IS STAMPED
 EL0937'VELMA 1902 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0937'
 EL0937'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AT
 EL0937'THE SOUTHWEST EDGE OF THE OUTCROPPING BEDROCK AND 35 FEET
 EL0937'SOUTH OF THE 4-INCH PIPE LINE.  IT IS A STANDARD DISK STAMPED
 EL0937'VELMA 1902 NO 2.
 EL0937'
 EL0937'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE
 EL0937'STATION, 22.5 FEET WEST-SOUTHWEST OF A GAS WELL, 10 FEET
 EL0937'NORTH OF THE 4-INCH PIPE LINE AND 99 FEET WEST OF THE CENTER
 EL0937'OF THE NORTH-SOUTH DIRT ROAD.  IT IS A STANDARD DISK STAMPED
 EL0937'VELMA NO 3 1948 AND IS ABOUT 1.5 FEET LOWER THAN THE STATION
 EL0937'MARK.
 EL0937'
 EL0937'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION
 EL0937'IN A Y-INTERSECTION.  IT IS 7.5 FEET WEST OF THE NORTH-SOUTH
 EL0937'ROAD, 46 FEET SOUTH OF THE CENTER OF THE EAST-WEST MAIN
 EL0937'TRAVELED ROAD AND 3 FEET NORTH OF A POWER LINE POLE.  IT IS
 EL0937'STAMPED VELMA 1948 AND PROJECTS 4 INCHES.
 EL0937'
 EL0937'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF VELMA, GO
 EL0937'SOUTHEASTERLY ON STATE HIGHWAY 7 FOR 0.6 MILE TO A CROSSROAD,
 EL0937'TURN RIGHT, SOUTH, ON DIRT ROAD FOR 0.25 MILE TO A T-INTERSECTION,
 EL0937'TURN RIGHT, WEST, FOR 0.15 MILE, KEEP RIGHT FORK AND FOLLOW
 EL0937'THE MAIN ROAD WESTERLY, KEEPING STRAIGHT AHEAD AT ALL
 EL0937'INTERSECTIONS, FOR 1.45 MILES TO A FORKS AND SMALL WHITE
 EL0937'HOUSE WITH A RED ROOF ON THE RIGHT.  TAKE LEFT FORK FOR
 EL0937'0.25 MILE TO A LARGE WOODEN TANK JUST TO RIGHT OF ROAD,
 EL0937'CONTINUE 0.1 MILE, TURN RIGHT, WEST, LEAVING ROAD, FOR ABOUT 50
 EL0937'YARDS TO THE STATION.
 EL0937'
 EL0937'TO REACH THE AZIMUTH MARK FROM THE FORKS AT THE HOUSE WITH
 EL0937'THE RED ROOF, TAKE RIGHT FORK, WEST, FOR 0.25 MILE TO THE
 EL0937'MARK ON THE LEFT AS DESCRIBED.
 EL0937'
 EL0937'A 4 FOOT SIGNAL AT GADDIS IS VISIBLE AT 15 FEET.
 EL0937'
 EL0937'A 74 FOOT SIGNAL AT OSARIA MARLOW (USGS) 2 IS VISIBLE AT 20 FEET.
 EL0937'
 EL0937'A 47 FOOT SIGNAL AT TABLE HILL (USGS) 1902 IS VISIBLE AT 20 FEET.
 EL0937'
 EL0937'A 4 FOOT SIGNAL AT MONUMENT 1902 IS VISIBLE FROM THE GROUND.
 EL0937'
 EL0937'A 4 FOOT SIGNAL AT COMANCHE IS VISIBLE FROM THE GROUND.
 EL0937'
 EL0937'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 20 FEET.
 EL0937
 EL0937                          STATION RECOVERY (1955)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0937'THE STATION, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 EL0937'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 EL0937'MARK HAD BEEN DISTURBED DURING SOME ROAD CONSTRUCTION AND
 EL0937'WAS RESET NEAR THE OLD LOCATION.
 EL0937'
 EL0937'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 EL0937'
 EL0937'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHWEST OF
 EL0937'VELMA ON THE TOP OF A PROMINENT RIDGE, 145 FEET WEST OF THE
 EL0937'CENTER OF A HARD SURFACE ROAD AND 25 FEET WEST OF THE CENTER
 EL0937'OF A 4 LEGGED STEEL OBSERVATION TOWER.  IT IS STAMPED VELMA
 EL0937'1902 AND IS FLUSH WITH THE GROUND SURFACE.
 EL0937'
 EL0937'REFERENCE MARK NO. 2 IS 50 FEET SOUTHWEST OF THE SOUTHWEST
 EL0937'LEG OF OBSERVATION TOWER AND IS ON ABOUT THE SAME ELEVATION
 EL0937'AS THE STATION.  IT IS STAMPED VELMA RM 2 1902.
 EL0937'
 EL0937'REFERENCE MARK NO. 3 IS JUST EAST OF THE OBSERVATION TOWER
 EL0937'AND IS SLIGHTLY LOWER IN ELEVATION THAN THE STATION.  IT IS
 EL0937'STAMPED VELMA NO 3 1948.
 EL0937'
 EL0937'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 65.3 FEET.
 EL0937'
 EL0937'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY NEAR THE EAST
 EL0937'EDGE OF A SMALL TRIANGULAR PLOT OF GROUND, 39 FEET SOUTH OF
 EL0937'THE CENTER OF THE MAIN TRAVELED ROAD, 25 FEET SOUTHWEST OF
 EL0937'THE CENTER OF A DIRT ROAD AND 4 FEET NORTH OF A POWER LINE
 EL0937'POLE.  IT IS STAMPED VELMA 1948 RESET 1954.
 EL0937'
 EL0937'TO REACH THE STATION FROM THE POST OFFICE IN VELMA, GO
 EL0937'SOUTHEASTERLY FOR 0.6 MILE TO A SIDE ROAD RIGHT AT THE WEST
 EL0937'END OF THE VELMA-ALMA SCHOOL, TURN RIGHT AND GO SOUTH FOR
 EL0937'0.25 MILE TO A T INTERSECTION, TURN RIGHT AND GO WESTERLY
 EL0937'ON HARD SURFACED ROAD FOR 1.5 MILES TO A FORK.  (KEEP RIGHT
 EL0937'FORK AND CONTINUE WEST FOR 0.3 MILE TO THE AZIMUTH MARK ON
 EL0937'LEFT AS DESCRIBED).  TAKE LEFT FORK AND GO SOUTHEAST AND SOUTH
 EL0937'FOR 0.3 MILE TO THE TOP OF RIDGE AND STATION JUST WEST OF
 EL0937'OBSERVATION TOWER ON RIGHT AS DESCRIBED.
 EL0937
 EL0937                          STATION RECOVERY (1963)
 EL0937
 EL0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0937'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AND FOUND IN
 EL0937'GOOD CONDITION.  ALL MARKS WERE RECOVERED AS DESCRIBED IN
 EL0937'THE 1955 DESCRIPTION.
 EL0937'
 EL0937'TO REACH FROM THE POST OFFICE IN VELMA, FOLLOW STATE HIGHWAY
 EL0937'7 SOUTHERLY FOR 0.6 MILE TO A SIDE ROAD RIGHT AT THE WEST
 EL0937'END OF THE VELMA-ALMA SCHOOL, TURN RIGHT AND GO SOUTH FOR
 EL0937'0.25 MILE TO A T-INTERSECTION, TURN RIGHT AND GO WEST AND
 EL0937'SOUTHERLY ON SURFACED ROAD FOR 1.6 MILES TO A T-INTERSECTION
 EL0937'(TO REACH THE AZIMUTH MARK, TURN RIGHT AND GO 0.25 MILE TO
 EL0937'SMALL TRIANGLE AND MARK AS DESCRIBED).  TURN LEFT AT
 EL0937'T-INTERSECTION AND FOLLOW SURFACED ROAD SOUTHEAST FOR 0.35 MILE TO
 EL0937'LOOKOUT TOWER ON THE RIGHT AND STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1085 ***********************************************************************
 FH1085  DESIGNATION -  VERDARK
 FH1085  PID         -  FH1085
 FH1085  STATE/COUNTY-  OK/WAGONER
 FH1085  COUNTRY     -  US
 FH1085  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH1085
 FH1085                         *CURRENT SURVEY CONTROL
 FH1085  ______________________________________________________________________
 FH1085* NAD 83(1993) POSITION- 35 49 46.45277(N) 095 22 29.95208(W)   ADJUSTED
 FH1085* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 FH1085  ______________________________________________________________________
 FH1085  GEOID HEIGHT    -        -29.398 (meters)                     GEOID18
 FH1085  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 FH1085  HORZ ORDER      -  FIRST
 FH1085
 FH1085.The horizontal coordinates were established by classical geodetic methods
 FH1085.and adjusted by the National Geodetic Survey in November 1994.
 FH1085
 FH1085.The orthometric height was scaled from a topographic map.
 FH1085
 FH1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1085.GEOID18 height accuracy estimate available here.
 FH1085
 FH1085.Click photographs - Photos may exist for this station.
 FH1085
 FH1085.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1085
 FH1085. The following values were computed from the NAD 83(1993) position.
 FH1085
 FH1085;                    North         East     Units Scale Factor Converg.
 FH1085;SPC OK N     -    95,249.173   837,151.340   MT  0.99996269   +1 32 56.9
 FH1085;SPC OK N     -   312,496.66  2,746,554.02   sFT  0.99996269   +1 32 56.9
 FH1085;UTM  15      - 3,967,649.196   285,468.982   MT  1.00016715   -1 23 26.8
 FH1085
 FH1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1085!SPC OK N     -   0.99997729  x   0.99996269  =   0.99993998
 FH1085!UTM  15      -   0.99997729  x   1.00016715  =   1.00014443
 FH1085
 FH1085:                Primary Azimuth Mark                     Grid Az
 FH1085:SPC OK N     -  VERDARK AZ MK                            101 31 45.8
 FH1085:UTM  15      -  VERDARK AZ MK                            104 28 09.5
 FH1085
 FH1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8546867649(NAD 83)
 FH1085
 FH1085|---------------------------------------------------------------------|
 FH1085| PID    Reference Object                     Distance      Geod. Az  |
 FH1085|                                                           dddmmss.s |
 FH1085| CI3516 VERDARK AZ MK                                      1030442.7 |
 FH1085| CI3517 VERDARK RM 1                         30.668 METERS 19059     |
 FH1085| CI3518 VERDARK RM 2                         37.101 METERS 29930     |
 FH1085|---------------------------------------------------------------------|
 FH1085
 FH1085                          SUPERSEDED SURVEY CONTROL
 FH1085
 FH1085  NAD 83(1986)-  35 49 46.47380(N)    095 22 29.93674(W) AD(       ) 1
 FH1085  NAD 27      -  35 49 46.11400(N)    095 22 29.05200(W) AD(       ) 1
 FH1085
 FH1085.Superseded values are not recommended for survey control.
 FH1085
 FH1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1085.See file dsdata.pdf to determine how the superseded data were derived.
 FH1085
 FH1085_MARKER: DS = TRIANGULATION STATION DISK
 FH1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1085_STAMPING: VERDARK 1940
 FH1085_MARK LOGO: CGS
 FH1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1085+STABILITY: SURFACE MOTION
 FH1085
 FH1085  HISTORY     - Date     Condition        Report By
 FH1085  HISTORY     - 1940     MONUMENTED       CGS
 FH1085  HISTORY     - 1960     GOOD             CGS
 FH1085
 FH1085                          STATION DESCRIPTION
 FH1085
 FH1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1085'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW WEED-COVERED
 FH1085'MOUND ABOUT 5.5 MILES N OF MUSKOGEE AND ABOUT 7 MILES WNW OF FORT
 FH1085'GIBSON.
 FH1085'
 FH1085'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1085'DISKS SET IN CONCRETE.
 FH1085'
 FH1085'STATION IS STAMPED VERDARK 1940, AND PROJECTS ABOUT 6 INCHES.
 FH1085'IT IS 8 FEET S OF A WHITE REFERENCE POST, 28 FEET NE OF FARMHOUSE
 FH1085'AND ABOUT 50 FEET S OF THE CENTER LINE OF DIRT ROAD.
 FH1085'
 FH1085'REFERENCE MARK NO.1 IS STAMPED VERDARK NO.1, 1940, AND PROJECTS
 FH1085'ABOUT 6 INCHES.  IT IS 41 FEET S OF THE SE CORNER OF FARMHOUSE,
 FH1085'20.5 FEET N OF A CULTIVATED FIELD AND 22 FEET SW OF A 30-INCH
 FH1085'MULBERRY TREE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 FH1085'REFERENCE MARK NO.2 IS STAMPED VERDARK NO.2, 1940, AND PROJECTS
 FH1085'ABOUT 4 INCHES.  IT IS 22 FEET S OF THE CENTER LINE OF A DIRT
 FH1085'ROAD AND 35 FEET W OF A DIRT ROAD LEADING TO THE FARMHOUSE.  IT
 FH1085'IS ABOUT 2 FEET LOWER THAN THE STATION.
 FH1085'
 FH1085'AZIMUTH MARK IS STAMPED VERDARK 1940, AND PROJECTS ABOUT 5 INCHES.
 FH1085'IT IS 2.0 FEET SE OF A FENCE CORNER, 26 FEET S OF THE CENTER
 FH1085'LINE OF ROAD AND 7.2 FEET E OF A WHITE REFERENCE POST.
 FH1085'
 FH1085'TO REACH THE STATION FROM THE POST OFFICE IN MUSKOGEE GO FIRST
 FH1085'E THEN N ON U.S. HIGHWAY 69 FOR 5.4 MILES TO THE ARKANSAS RIVER
 FH1085'BRIDGE.  CONTINUE ON U.S. HIGHWAY 69 (N) FOR 2.45 MILES, THENCE
 FH1085'LEFT AND FOLLOW GRADED DIRT ROAD W 2.1 MILES TO THE AZIMUTH
 FH1085'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE, THENCE
 FH1085'RIGHT ON MAIN-TRAVELED ROAD 0.15 MILE, THENCE LEFT (W) ON
 FH1085'NARROW DIRT ROAD FOR 0.15 MILE TO TOP OF HILL AND STATION AT
 FH1085'FARMHOUSE ON THE LEFT.
 FH1085
 FH1085                          STATION RECOVERY (1960)
 FH1085
 FH1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1085'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION EXCEPT R.M.
 FH1085'NO. 2.  THIS MARK PROJECTS ABOUT 2 FEET BUT IS STILL SOLID.
 FH1085'
 FH1085'DUE TO SOME ROAD CHANGES A NEW DESCRIPTION TO REACH FOLLOWS-
 FH1085'
 FH1085'TO REACH FROM MUSKOGEE, FROM THE JUNCTION OF U.S. HIGHWAY 62
 FH1085'AND STATE HIGHWAY 16 IN NORTHEAST EDGE OF THE CITY, GO NORTH ON
 FH1085'STATE HIGHWAY 16 (OLD U.S. HIGHWAY 69) FOR 4.05 MILES TO A SIDE
 FH1085'ROAD LEFT, TURN LEFT AND GO WEST FOR 2.05 MILES TO THE AZIMUTH
 FH1085'MARK ON THE LEFT (THIS MARK IS ABOUT 0.1 MILE EAST OF A WHITE
 FH1085'HOUSE, SOUTH-SOUTHWEST ACROSS ROAD FROM ANOTHER WHITE HOUSE AND
 FH1085'2 FEET SOUTHEAST OF A FENCE CORNER), CONTINUE WEST, NORTH AND
 FH1085'WEST ON MAIN ROAD FOR 0.85 MILE TO TWO DRIVEWAYS ON LEFT,
 FH1085'TURN LEFT ON EAST DRIVEWAY AND GO SOUTH AND EAST FOR 0.2 MILE
 FH1085'TO STATION TO NORTHEAST OF THE SOUTHEAST ONE OF TWO
 FH1085'HOUSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1078 ***********************************************************************
 FH1078  DESIGNATION -  VERMILION
 FH1078  PID         -  FH1078
 FH1078  STATE/COUNTY-  OK/WAGONER
 FH1078  COUNTRY     -  US
 FH1078  USGS QUAD   -  WAGONER EAST (2018)
 FH1078
 FH1078                         *CURRENT SURVEY CONTROL
 FH1078  ______________________________________________________________________
 FH1078* NAD 83(1993) POSITION- 35 53 51.32046(N) 095 17 00.80515(W)   ADJUSTED
 FH1078* NAVD 88 ORTHO HEIGHT -   222.    (meters)      728.    (feet) SCALED
 FH1078  ______________________________________________________________________
 FH1078  GEOID HEIGHT    -        -29.307 (meters)                     GEOID18
 FH1078  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 FH1078  HORZ ORDER      -  FIRST
 FH1078
 FH1078.The horizontal coordinates were established by classical geodetic methods
 FH1078.and adjusted by the National Geodetic Survey in November 1994.
 FH1078
 FH1078.The orthometric height was scaled from a topographic map.
 FH1078
 FH1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1078.GEOID18 height accuracy estimate available here.
 FH1078
 FH1078.Click photographs - Photos may exist for this station.
 FH1078
 FH1078.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1078
 FH1078. The following values were computed from the NAD 83(1993) position.
 FH1078
 FH1078;                    North         East     Units Scale Factor Converg.
 FH1078;SPC OK N     -   103,020.260   845,198.119   MT  0.99995644   +1 36 11.2
 FH1078;SPC OK N     -   337,992.30  2,772,954.16   sFT  0.99995644   +1 36 11.2
 FH1078;UTM  15      - 3,974,998.516   293,905.474   MT  1.00012341   -1 20 21.9
 FH1078
 FH1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1078!SPC OK N     -   0.99996974  x   0.99995644  =   0.99992618
 FH1078!UTM  15      -   0.99996974  x   1.00012341  =   1.00009315
 FH1078
 FH1078:                Primary Azimuth Mark                     Grid Az
 FH1078:SPC OK N     -  VERMILION AZ MK                          244 09 19.3
 FH1078:UTM  15      -  VERMILION AZ MK                          247 05 52.4
 FH1078
 FH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9390574998(NAD 83)
 FH1078
 FH1078|---------------------------------------------------------------------|
 FH1078| PID    Reference Object                     Distance      Geod. Az  |
 FH1078|                                                           dddmmss.s |
 FH1078| CI3520 VERMILION RM 1                       39.356 METERS 21655     |
 FH1078| CI3519 VERMILION AZ MK                                    2454530.5 |
 FH1078| FH1076 WAGONER MUNICIPAL TANK              APPROX.10.7 KM 3094010.7 |
 FH1078| CI3521 VERMILION RM 2                       25.192 METERS 31057     |
 FH1078|---------------------------------------------------------------------|
 FH1078
 FH1078                          SUPERSEDED SURVEY CONTROL
 FH1078
 FH1078  NAD 83(1986)-  35 53 51.34159(N)    095 17 00.78776(W) AD(       ) 1
 FH1078  NAD 27      -  35 53 50.98500(N)    095 16 59.92200(W) AD(       ) 1
 FH1078
 FH1078.Superseded values are not recommended for survey control.
 FH1078
 FH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1078.See file dsdata.pdf to determine how the superseded data were derived.
 FH1078
 FH1078_MARKER: DS = TRIANGULATION STATION DISK
 FH1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1078_STAMPING: VERMILION 1940
 FH1078_MARK LOGO: CGS
 FH1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1078+STABILITY: SURFACE MOTION
 FH1078
 FH1078  HISTORY     - Date     Condition        Report By
 FH1078  HISTORY     - 1940     MONUMENTED       CGS
 FH1078  HISTORY     - 1960     GOOD             CGS
 FH1078
 FH1078                          STATION DESCRIPTION
 FH1078
 FH1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1078'STATION IS LOCATED ABOUT 6-1/2 MILES SE OF WAGONER, 7-1/2 MILES
 FH1078'NNW OF FORT GIBSON.  IT IS ON THE HIGHEST PART OF A PARTLY
 FH1078'TIMBERED RIDGE LYING JUST W OF NEOSHO RIVER.  IT IS ON LAND
 FH1078'OWNED AND OCCUPIED BY MRS. S.D. SHOCKLEY, 75 FEET SE OF HER
 FH1078'RESIDENCE.
 FH1078'
 FH1078'SURFACE, UNDERGOUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1078'DISKS SET IN CONCRETE.
 FH1078'
 FH1078'THE STATION MARK PROJECTS 6 INCHES AND IS STAMPED VERMILION 1940.
 FH1078'
 FH1078'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 FH1078'IN A PASTURE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED VERMILION
 FH1078'NO.1, 1940.  REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION
 FH1078'AS THE STATION, 15 FEET S OF THE CENTER LINE OF AN E-W ROAD.
 FH1078'THE MARK PROJECTS 4 INCHES AND IS STAMPED VERMILION NO.2,
 FH1078'1940.
 FH1078'
 FH1078'THE AZIMUTH MARK IS ABOUT 1.0 MILE SW OF THE STATION, 25 FEET E OF
 FH1078'THE CENTER LINE OF AN E-W ROAD AND ABOUT 100 YARDS SE OF A
 FH1078'FARMHOUSE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED VERMILION
 FH1078'1940.  THERE IS A WHITE REFERENCE POST 3 FEET SW OF THE MARK.
 FH1078'
 FH1078'TO REACH THE STATION FROM WAGONER, START AT THE COURT HOUSE.
 FH1078'GO E ON STATE HIGHWAY 51 FOR 0.1 MILE, THENCE RIGHT (S) ON U.S.
 FH1078'HIGHWAY 69 FOR 4.4 MILES TO A GRADED DIRT ROAD LEADING E.  TURN
 FH1078'E AND GO 3.45 MILES TO A T-ROAD.  THE AZIMUTH MARK IS 0.75 MILE
 FH1078'S OF THE T-ROAD, ON THE E SIDE OF THE ROAD.  FROM THE T-ROAD
 FH1078'CONTINUE E FOR 1.0 MILE TO WHERE THE ROAD TURNS S.  AT THIS
 FH1078'POINT PASS THROUGH GATE ON THE RIGHT AND GO 0.25 MILE TO THE END
 FH1078'OF ROAD AND STATION.
 FH1078'
 FH1078'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1078
 FH1078                          STATION RECOVERY (1960)
 FH1078
 FH1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1078'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1078'CONDITION.
 FH1078'
 FH1078'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM OKAY, OKLA.
 FH1078'
 FH1078'TO REACH FROM THE MAIN INTERSECTION IN OKAY, 0.05 MILE WEST OF THE
 FH1078'POST OFFICE, GO EAST, NORTH AND EAST ON SURFACED ROAD FOR 1.3
 FH1078'MILES TO CROSSROADS, TURN LEFT AND GO NORTH ON SURFACED ROAD
 FH1078'FOR 2.0 MILES TO CROSSROADS, (TO REACH AZIMUTH MARK CONTINUE
 FH1078'NORTH FOR 0.25 MILE TO MARK ON RIGHT, 0.15 MILE NORTH OF A
 FH1078'CATTLE GUARD, 52 YARDS NORTH OF THE CENTER OF A ROAD
 FH1078'INTERSECTION AND 25 FEET EAST OF THE CENTERLINE OF THE ROAD),
 FH1078'TURN RIGHT AND GO EAST FOR 1.0 MILE TO CROSSROADS, TURN
 FH1078'LEFT AND GO NORTH FOR 0.95 MILE TO A DRIVEWAY ON THE RIGHT,
 FH1078'TURN RIGHT ACROSS A CATTLE GUARD AND GO EAST FOR 0.2 MILE TO
 FH1078'HOUSE AND STATION TO SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1040 ***********************************************************************
 FH1040  DESIGNATION -  VIADUCT
 FH1040  PID         -  FH1040
 FH1040  STATE/COUNTY-  OK/SEQUOYAH
 FH1040  COUNTRY     -  US
 FH1040  USGS QUAD   -  VIAN (2019)
 FH1040
 FH1040                         *CURRENT SURVEY CONTROL
 FH1040  ______________________________________________________________________
 FH1040* NAD 83(1993) POSITION- 35 28 17.58755(N) 094 56 11.30930(W)   ADJUSTED
 FH1040* NAVD 88 ORTHO HEIGHT -   170.75  (+/-2cm)      560.2   (feet) VERTCON3
 FH1040  ______________________________________________________________________
 FH1040  GEOID HEIGHT    -        -29.952 (meters)                     GEOID18
 FH1040  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 FH1040  HORZ ORDER      -  FIRST
 FH1040  VERT ORDER      -  THIRD ? (See Below)
 FH1040
 FH1040.The horizontal coordinates were established by classical geodetic methods
 FH1040.and adjusted by the National Geodetic Survey in November 1994.
 FH1040
 FH1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FH1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FH1040
 FH1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1040.GEOID18 height accuracy estimate available here.
 FH1040
 FH1040.The vertical order pertains to the NGVD 29 superseded value.
 FH1040
 FH1040.Click photographs - Photos may exist for this station.
 FH1040
 FH1040.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1040
 FH1040. The following values were computed from the NAD 83(1993) position.
 FH1040
 FH1040;                    North         East     Units Scale Factor Converg.
 FH1040;SPC OK N     -    56,707.004   878,008.782   MT  1.00001863   +1 48 28.5
 FH1040;SPC OK N     -   186,046.23  2,880,600.48   sFT  1.00001863   +1 48 28.5
 FH1040;SPC OK S     -   241,410.951   878,022.563   MT  1.00005577   +1 44 20.1
 FH1040;SPC OK S     -   792,029.10  2,880,645.69   sFT  1.00005577   +1 44 20.1
 FH1040;UTM  15      - 3,927,061.791   324,302.180   MT  0.99998043   -1 07 26.5
 FH1040
 FH1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1040!SPC OK N     -   0.99997790  x   1.00001863  =   0.99999653
 FH1040!SPC OK S     -   0.99997790  x   1.00005577  =   1.00003367
 FH1040!UTM  15      -   0.99997790  x   0.99998043  =   0.99995833
 FH1040
 FH1040:                Primary Azimuth Mark                     Grid Az
 FH1040:SPC OK N     -  VIADUCT AZ MK RESET                      130 35 08.5
 FH1040:SPC OK S     -  VIADUCT AZ MK RESET                      130 39 16.9
 FH1040:UTM  15      -  VIADUCT AZ MK RESET                      133 31 03.5
 FH1040
 FH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2430227061(NAD 83)
 FH1040
 FH1040|---------------------------------------------------------------------|
 FH1040| PID    Reference Object                     Distance      Geod. Az  |
 FH1040|                                                           dddmmss.s |
 FH1040| CI3533 VIADUCT AZ MK                                      1313114.9 |
 FH1040| CI3534 VIADUCT AZ MK RESET                                1322337.0 |
 FH1040| CI3535 VIADUCT RM 1                         31.065 METERS 16435     |
 FH1040| CI3536 VIADUCT RM 2                         40.026 METERS 26157     |
 FH1040| FH1037 VIAN MUNICIPAL TANK                 APPROX. 4.3 KM 3141258.0 |
 FH1040| CI3537 VIADUCT RM 3                         20.632 METERS 35545     |
 FH1040|---------------------------------------------------------------------|
 FH1040
 FH1040                          SUPERSEDED SURVEY CONTROL
 FH1040
 FH1040  NAD 83(1986)-  35 28 17.59649(N)    094 56 11.29558(W) AD(       ) 1
 FH1040  NAD 27      -  35 28 17.25600(N)    094 56 10.46800(W) AD(       ) 1
 FH1040  NGVD 29             170.63   (m)          559.8    (f) LEVELING    3  
 FH1040
 FH1040.Superseded values are not recommended for survey control.
 FH1040
 FH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1040.See file dsdata.pdf to determine how the superseded data were derived.
 FH1040
 FH1040_MARKER: DS = TRIANGULATION STATION DISK
 FH1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1040_STAMPING: VIADUCT 1940
 FH1040_MARK LOGO: CGS
 FH1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1040+STABILITY: SURFACE MOTION
 FH1040
 FH1040  HISTORY     - Date     Condition        Report By
 FH1040  HISTORY     - 1940     MONUMENTED       CGS
 FH1040  HISTORY     - 1959     POOR             CGS
 FH1040  HISTORY     - 1965     POOR             USGS
 FH1040
 FH1040                          STATION DESCRIPTION
 FH1040
 FH1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1040'STATION IS LOCATED IN SEQUOYAH COUNTY, ABOUT 2.9 MILES SE OF
 FH1040'VIAN AND ABOUT 8 MILES WNW OF SALLISAW.  IT IS ABOUT 150
 FH1040'YARDS SE OF A VIADUCT OVER THE MISSOURI PACIFIC RAILROAD,
 FH1040'50 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 64 AND ON A
 FH1040'SPOIL BANK OF THE HIGHWAY.
 FH1040'
 FH1040'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1040'BRONZE DISKS SET IN CONCRETE.
 FH1040'
 FH1040'STATION MARK PROJECTS 5 INCHES AND IS STAMPED VIADUCT 1940.
 FH1040'THERE IS A WHITE REFERENCE POST 8 FEET N OF THE STATION.
 FH1040'
 FH1040'REFERENCE MARK NO.1 IS ABOUT 2 FEET LOWER THAN THE STATION,
 FH1040'35 FEET E OF THE CENTER LINE OF THE HIGHWAY, ON SPOIL BANK.
 FH1040'IT PROJECTS 6 INCHES AND IS STAMPED VIADUCT NO.1 1940.
 FH1040'REFERENCE MARK NO.2 IS ABOUT 1 METER LOWER THAN THE STATION,
 FH1040'60 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 64.  IT PROJECTS
 FH1040'6 INCHES AND IS STAMPED VIADUCT NO.2 1940.
 FH1040'
 FH1040'AZIMUTH MARK IS 0.75 MILE SE OF THE STATION, 60 FEET SW OF
 FH1040'THE CENTER LINE OF U.S. HIGHWAY 64, AT THE SE CORNER OF
 FH1040'A CULTIVATED FIELD.  THE MARK PROJECTS 6 INCHES AND IS
 FH1040'STAMPED VIADUCT 1940.  THERE IS A WHITE REFERENCE POST
 FH1040'2-1/2 FEET SE OF THE MARK.
 FH1040'
 FH1040'TO REACH THE AZIMUTH MARK, GO SE ON U.S. HIGHWAY 64 FOR
 FH1040'0.75 MILE.
 FH1040'
 FH1040'TO REACH THE STATION START AT THE CITY HALL IN VIAN, GO SE
 FH1040'ON U.S. HIGHWAY 64 FOR 2.9 MILES TO THE VIADUCT OVER THE MISSOURI
 FH1040'PACIFIC RAILROAD.  CONTINUE FOR 150 YARDS TO THE STATION ON THE N
 FH1040'SIDE OF THE ROAD.
 FH1040
 FH1040                          STATION RECOVERY (1959)
 FH1040
 FH1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1040'THIS STATION RECOVERED AND THE DISK HAD BEEN BROKEN OFF FROM
 FH1040'THE SURFACE STATION MARK.  THE STEM OF THE DISK WAS STILL
 FH1040'EMBEDDED IN THE CONCRETE AND THE MARK APPEARED TO BE IN ITS
 FH1040'ORIGINAL POSITION.  A SMALL TRIANGLE WAS CUT AROUND A HOLE
 FH1040'IN THE CENTER OF THE DISK AND THIS WAS USED FOR THE STATION
 FH1040'MARK.  THE STATION IS ABOUT 67 FEET EAST OF THE CENTERLINE
 FH1040'OF THE PRESENT HIGHWAY BUT A NEW HIGHWAY IS UNDER CONSTRUCTION
 FH1040'TO THE WEST.  THE STATION WILL BE APPROXIMATELY 100 FEET
 FH1040'EAST OF THE CENTERLINE OF THE NEW HIGHWAY.  R.M. NO. 1
 FH1040'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE BETWEEN
 FH1040'STATION AND THIS MARK CHECKED.  R.M. NO. 2 WAS FOUND LYING
 FH1040'ON TOP OF THE GROUND.  THIS MARK WAS RESET 67.69 FEET NORTH
 FH1040'OF THE STATION AND AT ABOUT THE SAME ELEVATION.  THE
 FH1040'MARK PROJECTS 4 INCHES AND THE DISK WAS RESTAMPED
 FH1040'VIADUCT NO 3 1959.  THE AZIMUTH MARK WAS FOUND LYING
 FH1040'ON TOP OF THE GROUND.  THIS MARK WAS RESET IN THE
 FH1040'VICINITY OF ITS ORIGINAL LOCATION.  IT IS ABOUT 0.75 MILE
 FH1040'SOUTHEAST OF THE STATION, 67 FEET EAST-SOUTHEAST OF A
 FH1040'FENCE CORNER AND 64 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 FH1040'NEW HIGHWAY.  MARK PROJECTS ABOUT 8 INCHES AND THE
 FH1040'DISK IS STAMPED VIADUCT 1940 RESET 1959.
 FH1040'
 FH1040'THE DISTANCE CHECKED TO R.M. NO. 1 BUT THE ANGLE BETWEEN
 FH1040'THIS MARK AND THE VIAN WATER TANK FAILED TO CHECK BY ABOUT
 FH1040'3 MINUTES.
 FH1040'
 FH1040'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM VIAN IS
 FH1040'ADEQUATE.
 FH1040
 FH1040                          STATION RECOVERY (1965)
 FH1040
 FH1040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FH1040'STATION MARK HAS BEEN STRUCK BY EARTH MOVING EQUIPMENT BUT HAS NOT
 FH1040'BEEN MOVED.
 FH1040'
 FH1040'DISTANCE AND DIRECTION WAS MEASURED TO R. M. 3.  DIRECTION OF VIAN
 FH1040'WAS SET ON LOWER PLATE AND TURNED TO R. M. 3 WAS 214 DEG 05 MIN
 FH1040'53 SEC.  67.73 FEET.
 FH1040'
 FH1040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MILES SE OF
 FH1040'VIAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1050 ***********************************************************************
 FH1050  DESIGNATION -  VIAN
 FH1050  PID         -  FH1050
 FH1050  STATE/COUNTY-  OK/SEQUOYAH
 FH1050  COUNTRY     -  US
 FH1050  USGS QUAD   -  GORE (2019)
 FH1050
 FH1050                         *CURRENT SURVEY CONTROL
 FH1050  ______________________________________________________________________
 FH1050* NAD 83(1993) POSITION- 35 32 10.70852(N) 095 00 02.86189(W)   ADJUSTED
 FH1050* NAVD 88 ORTHO HEIGHT -   272.    (meters)      892.    (feet) SCALED
 FH1050  ______________________________________________________________________
 FH1050  GEOID HEIGHT    -        -29.724 (meters)                     GEOID18
 FH1050  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 FH1050  HORZ ORDER      -  FIRST
 FH1050
 FH1050.The horizontal coordinates were established by classical geodetic methods
 FH1050.and adjusted by the National Geodetic Survey in November 1994.
 FH1050
 FH1050.The orthometric height was scaled from a topographic map.
 FH1050
 FH1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1050.GEOID18 height accuracy estimate available here.
 FH1050
 FH1050.Click photographs - Photos may exist for this station.
 FH1050
 FH1050.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1050
 FH1050. The following values were computed from the NAD 83(1993) position.
 FH1050
 FH1050;                    North         East     Units Scale Factor Converg.
 FH1050;SPC OK N     -    63,706.063   871,951.818   MT  1.00000565   +1 46 11.9
 FH1050;SPC OK N     -   209,008.98  2,860,728.59   sFT  1.00000565   +1 46 11.9
 FH1050;SPC OK S     -   248,417.595   871,973.627   MT  1.00007393   +1 42 08.6
 FH1050;SPC OK S     -   815,016.73  2,860,800.14   sFT  1.00007393   +1 42 08.6
 FH1050;UTM  15      - 3,934,361.422   318,611.333   MT  1.00000547   -1 09 47.6
 FH1050
 FH1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1050!SPC OK N     -   0.99996195  x   1.00000565  =   0.99996760
 FH1050!SPC OK S     -   0.99996195  x   1.00007393  =   1.00003588
 FH1050!UTM  15      -   0.99996195  x   1.00000547  =   0.99996742
 FH1050
 FH1050:                Primary Azimuth Mark                     Grid Az
 FH1050:SPC OK N     -  BADGER                                   110 10 51.1
 FH1050:SPC OK S     -  BADGER                                   110 14 54.4
 FH1050:UTM  15      -  BADGER                                   113 06 50.6
 FH1050
 FH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1861134361(NAD 83)
 FH1050
 FH1050|---------------------------------------------------------------------|
 FH1050| PID    Reference Object                     Distance      Geod. Az  |
 FH1050|                                                           dddmmss.s |
 FH1050| CI3539 VIAN RM 1                            23.288 METERS 05000     |
 FH1050| CI3538 VIAN AZ MK                                         0895528.2 |
 FH1050| FH1031 BADGER                              APPROX.15.5 KM 1115703.0 |
 FH1050| CI3540 VIAN RM 2                            28.746 METERS 30059     |
 FH1050|---------------------------------------------------------------------|
 FH1050
 FH1050                          SUPERSEDED SURVEY CONTROL
 FH1050
 FH1050  NAD 83(1986)-  35 32 10.71926(N)    095 00 02.84670(W) AD(       ) 1
 FH1050  NAD 27      -  35 32 10.37700(N)    095 00 02.01300(W) AD(       ) 1
 FH1050
 FH1050.Superseded values are not recommended for survey control.
 FH1050
 FH1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1050.See file dsdata.pdf to determine how the superseded data were derived.
 FH1050
 FH1050_MARKER: DS = TRIANGULATION STATION DISK
 FH1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1050_STAMPING: VIAN 1940
 FH1050_MARK LOGO: CGS
 FH1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1050+STABILITY: SURFACE MOTION
 FH1050
 FH1050  HISTORY     - Date     Condition        Report By
 FH1050  HISTORY     - 1940     MONUMENTED       CGS
 FH1050  HISTORY     - 1959     GOOD             CGS
 FH1050
 FH1050                          STATION DESCRIPTION
 FH1050
 FH1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1050'STATION IS ABOUT 3 MILES NW OF VIAN, 7 MILES E OF GORE,
 FH1050'ON THE HIGHEST POINT ON THE N END OF A PASTURE WITH SCATTERED
 FH1050'BRUSH, ON LAND OWNED BY THE WALTER INVESTMENT COMPANY, OKLAHOMA
 FH1050'CITY.
 FH1050'
 FH1050'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FH1050'SET IN CONCRETE.
 FH1050'
 FH1050'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 FH1050'
 FH1050'STATION IS 32 FEET S OF CENTER LINE OF ROAD, 5 FEET SSW
 FH1050'OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND IS STAMPED
 FH1050'VIAN 1940.
 FH1050'
 FH1050'REFERENCE MARK NO.1 IS 1 FOOT S OF FENCE LINE, 18 FEET N OF
 FH1050'ROAD, 3 FEET BELOW STATION, PROJECTS 6 INCHES, AND IS STAMPED
 FH1050'VIAN NO.1, 1940.  REFERENCE MARK NO.2 IS 1-1/2 FEET S OF
 FH1050'FENCE LINE, 18 FEET N OF ROAD, 1 FOOT BELOW STATION, PROJECTS
 FH1050'6 INCHES, AND IS STAMPED VIAN NO.2, 1940.
 FH1050'
 FH1050'AZIMUTH MARK IS REACHED FROM STATION BY GOING E ON DIRT
 FH1050'ROAD 0.55 MILE TO MARK ON RIGHT AT A LEFT TURN IN ROAD ABOUT
 FH1050'50 YARDS SE OF HOUSE ON LEFT.  MARK IS 21 FEET S OF ROAD,
 FH1050'9.7 FEET W OF TRIANGLE BLAZE ON SMALL OAK TREE, 4.3 FEET W
 FH1050'OF WHITE WITNESS POST, IS FLUSH WITH GROUND, AND IS STAMPED
 FH1050'VIAN 1940.
 FH1050'
 FH1050'TO REACH FROM VIAN GO W ON U.S. HIGHWAY 64 FOR 1.75 MILES
 FH1050'TO DIRT ROAD LEADING RIGHT (N) UP GRADE, TURN RIGHT AND GO
 FH1050'2.55 MILES TO T-ROAD, TURN LEFT (W) AND GO 0.05 MILE TO
 FH1050'STATION ON LEFT (S) SIDE OF ROAD.
 FH1050'
 FH1050'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FH1050
 FH1050                          STATION RECOVERY (1959)
 FH1050
 FH1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1050'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 FH1050'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK DISK HAS
 FH1050'BEEN REMOVED FROM THE DRILL HOLE.  THE DRILL HOLE WAS FOUND
 FH1050'AS DESCRIBED FROM THE ROAD AND A BLAZED OAK TREE AND ANOTHER
 FH1050'TRIANGLE BLAZE WAS CUT ON THE SMALL OAK TREE 9.7 FEET EAST.
 FH1050'THE CENTER OF THIS DRILLED HOLE IN THE ROCK COULD PROBABLY
 FH1050'BE USED FOR THE AZIMUTH WITH GOOD RESULTS.
 FH1050'
 FH1050'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM VIAN IS
 FH1050'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1037 ***********************************************************************
 FH1037  DESIGNATION -  VIAN MUNICIPAL TANK
 FH1037  PID         -  FH1037
 FH1037  STATE/COUNTY-  OK/SEQUOYAH
 FH1037  COUNTRY     -  US
 FH1037  USGS QUAD   -  VIAN (2019)
 FH1037
 FH1037                         *CURRENT SURVEY CONTROL
 FH1037  ______________________________________________________________________
 FH1037* NAD 83(1993) POSITION- 35 29 54.76927(N) 094 58 13.46556(W)   ADJUSTED
 FH1037  ______________________________________________________________________
 FH1037  GEOID HEIGHT    -        -29.858 (meters)                     GEOID18
 FH1037  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FH1037  HORZ ORDER      -  THIRD
 FH1037
 FH1037.The horizontal coordinates were established by classical geodetic methods
 FH1037.and adjusted by the National Geodetic Survey in November 1994.
 FH1037
 FH1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1037.GEOID18 height accuracy estimate available here.
 FH1037
 FH1037.Click photographs - Photos may exist for this station.
 FH1037
 FH1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1037
 FH1037. The following values were computed from the NAD 83(1993) position.
 FH1037
 FH1037;                    North         East     Units Scale Factor Converg.
 FH1037;SPC OK N     -    59,604.039   874,837.052   MT  1.00001306   +1 47 16.5
 FH1037;SPC OK N     -   195,550.92  2,870,194.56   sFT  1.00001306   +1 47 16.5
 FH1037;SPC OK S     -   244,311.910   874,854.168   MT  1.00006318   +1 43 10.7
 FH1037;SPC OK S     -   801,546.66  2,870,250.72   sFT  1.00006318   +1 43 10.7
 FH1037;UTM  15      - 3,930,117.191   321,282.884   MT  0.99999361   -1 08 40.1
 FH1037
 FH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV2128230117(NAD 83)
 FH1037
 FH1037                          SUPERSEDED SURVEY CONTROL
 FH1037
 FH1037  NAD 83(1986)-  35 29 54.77880(N)    094 58 13.45130(W) AD(       ) 3
 FH1037  NAD 27      -  35 29 54.44000(N)    094 58 12.62000(W) AD(       ) 3
 FH1037
 FH1037.Superseded values are not recommended for survey control.
 FH1037
 FH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1037.See file dsdata.pdf to determine how the superseded data were derived.
 FH1037
 FH1037_MARKER: 53 = ELEVATED TANK
 FH1037
 FH1037  HISTORY     - Date     Condition        Report By
 FH1037  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1037
 FH1037                          STATION DESCRIPTION
 FH1037
 FH1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1037'POINT OBSERVED UPON WAS THE FINIAL OF THE VIAN MUNICIPAL WATER
 FH1037'TANK.  THIS IS A BLACK STEEL STRUCTURE 80 FEET TO THE BOTTOM
 FH1037'OF THE TANK AND 30 FEET BOTTOM TO TOP.  THE TANK HAS A 10-INCH
 FH1037'STANDPIPE EXTENDING FROM THE GROUND TO ITS BASE.
 FH1037'
 FH1037'THE TANK IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 64, NEAR
 FH1037'THE CENTER OF THE TOWN OF VIAN.
 FH1037'
 FH1037'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0862 ***********************************************************************
 GH0862  DESIGNATION -  VICAR
 GH0862  PID         -  GH0862
 GH0862  STATE/COUNTY-  OK/GRANT
 GH0862  COUNTRY     -  US
 GH0862  USGS QUAD   -  POND CREEK NW (2018)
 GH0862
 GH0862                         *CURRENT SURVEY CONTROL
 GH0862  ______________________________________________________________________
 GH0862* NAD 83(1997) POSITION- 36 40 28.27173(N) 097 53 45.75456(W)   ADJUSTED
 GH0862* NAVD 88 ORTHO HEIGHT -   362.1   (meters)     1188.    (feet) VERTCON3
 GH0862  ______________________________________________________________________
 GH0862  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 GH0862  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 GH0862  HORZ ORDER      -  FIRST
 GH0862
 GH0862.The horizontal coordinates were established by classical geodetic methods
 GH0862.and adjusted by the National Geodetic Survey in October 1998.
 GH0862
 GH0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0862
 GH0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0862.GEOID18 height accuracy estimate available here.
 GH0862
 GH0862.Click photographs - Photos may exist for this station.
 GH0862
 GH0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0862
 GH0862. The following values were computed from the NAD 83(1997) position.
 GH0862
 GH0862;                    North         East     Units Scale Factor Converg.
 GH0862;SPC OK N     -   185,802.508   609,292.538   MT  0.99998448   +0 03 40.9
 GH0862;SPC OK N     -   609,587.06  1,998,987.27   sFT  0.99998448   +0 03 40.9
 GH0862;UTM  14      - 4,059,334.439   598,644.609   MT  0.99971988   +0 39 33.9
 GH0862
 GH0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0862!SPC OK N     -   0.99994756  x   0.99998448  =   0.99993204
 GH0862!UTM  14      -   0.99994756  x   0.99971988  =   0.99966746
 GH0862
 GH0862:                Primary Azimuth Mark                     Grid Az
 GH0862:SPC OK N     -  KREMLIN ELEVATOR EAST GABLE              158 42 13.9
 GH0862:UTM  14      -  KREMLIN ELEVATOR EAST GABLE              158 06 20.9
 GH0862
 GH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9864459334(NAD 83)
 GH0862
 GH0862|---------------------------------------------------------------------|
 GH0862| PID    Reference Object                     Distance      Geod. Az  |
 GH0862|                                                           dddmmss.s |
 GH0862| CL5662 VICAR RM                            261.820 METERS 12159     |
 GH0862| GH0858 KREMLIN ELEVATOR EAST GABLE         APPROX.15.2 KM 1584554.8 |
 GH0862|---------------------------------------------------------------------|
 GH0862
 GH0862                          SUPERSEDED SURVEY CONTROL
 GH0862
 GH0862  NAD 83(1993)-  36 40 28.27272(N)    097 53 45.75547(W) AD(       ) 1
 GH0862  NAD 83(1986)-  36 40 28.27777(N)    097 53 45.74349(W) AD(       ) 1
 GH0862  NAD 27      -  36 40 28.16900(N)    097 53 44.53300(W) AD(       ) 1
 GH0862  USSD        -  36 40 28.10700(N)    097 53 44.78600(W) AD(       ) 3
 GH0862  NGVD 29 (07/19/86)  361.9    (m)         1187.     (f) VERT ANG       
 GH0862
 GH0862.Superseded values are not recommended for survey control.
 GH0862
 GH0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0862.See file dsdata.pdf to determine how the superseded data were derived.
 GH0862
 GH0862_MARKER: N = NAIL
 GH0862_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 GH0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0862
 GH0862  HISTORY     - Date     Condition        Report By
 GH0862  HISTORY     - 1902     MONUMENTED       CGS
 GH0862  HISTORY     - 1934     GOOD             CGS
 GH0862  HISTORY     - 1935     MARK NOT FOUND   CGS
 GH0862  HISTORY     - 1947     MARK NOT FOUND   CGS
 GH0862  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GH0862
 GH0862                          STATION DESCRIPTION
 GH0862
 GH0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 GH0862'IN NE 1/4 SEC. 1, T. 25 N., R. 7 W., 5 MILES WEST AND 1/2 MILE
 GH0862'NORTH OF POND CREEK, ON HIGHEST POINT OF LOW RIDGE RUNNING
 GH0862'ABOUT EAST AND WEST, ON LAND OWNED IN 1902 BY J.F. VICKERS.
 GH0862'SURFACE AND UNDERGROUND MARKS ARE IRON NAILS IN THE CENTER
 GH0862'OF TERRA-COTTA PIPES, 4 INCHES IN DIAMETER AND 2 FEET LONG,
 GH0862'FILLED WITH CONCRETE AND SET IN CONCRETE BLOCKS.  THE
 GH0862'UNDERGROUND MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 GH0862'REFERENCE MARK IS IRON NAIL IN THE CENTER OF TERRA-COTTA
 GH0862'PIPE FILLED WITH CONCRETE AND SET IN A BLOCK OF CONCRETE
 GH0862'1 FOOT IN DIAMETER IN THE FENCE CORNER, NEAR QUARTER-SECTION
 GH0862'CORNER, COMMON TO SECTIONS 1 OF R. 7 W. AND 6 OF R. 6
 GH0862'W., AND 261.82 METERS (859.0 FEET) FROM STATION
 GH0862'S 58 DEG 02 MIN E.  TOWNSHIP CORNER TPS. 25 AND 26 N.,
 GH0862'RS. 6 AND 7 W., CEDAR POST, IS 700.4 METERS (2,298 FEET) FROM
 GH0862'STATION N 18 DEG 19 MIN E.
 GH0862
 GH0862                          STATION RECOVERY (1934)
 GH0862
 GH0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0862'ORIGINAL DESCRIPTION IS GOOD.  THE LAND IS NOW OWNED BY W.L.
 GH0862'SPERRY OF POND CREEK.  STATION NOT RECOVERED.  SURFACE MARK
 GH0862'UNDOUBTEDLY DESTROYED.  CHAINING AND APPROXIMATE ANGLE FROM
 GH0862'REFERENCE MARK INSUFFICIENT TO LOCATE STATION.  THE UNDERGROUND
 GH0862'MARK IS PROBABLY IN PLACE AS GROUND INDICATES LITTLE CHANGE
 GH0862'IN SURFACE.  REFERENCE MARK WAS RECOVERED IN GOOD CONDITION
 GH0862'20 INCHES BELOW THE SURFACE, IN THE SOUTHEAST CORNER OF THE
 GH0862'NORTHEAST QUARTER OF SEC. 1 T. 25 N., R. 7 W., 2 FEET NORTH
 GH0862'AND 2 FEET WEST OF SOUTHEAST CORNER POST OF QUARTER SECTION.
 GH0862
 GH0862                          STATION RECOVERY (1935)
 GH0862
 GH0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 GH0862'SOME PRODDING AND DIGGING WAS DONE, BUT THE STATION WAS NOT
 GH0862'RECOVERED.  ACCORDING TO A REPORT OF THE PRESENT PROPERTY
 GH0862'OWNER, THE SURFACE MARK HAS BEEN DUG OUT MANY YEARS AGO.
 GH0862'THE UNDERGROUND MARK IS THOUGHT TO BE IN ITS ORIGINAL POSITION
 GH0862'BUT CAN ONLY BE RECOVERED BY ESTABLISHING A NEW STATION OR
 GH0862'EXTENSIVE DIGGING.  THE REFERENCE MARK SET IN 1902 WAS RECOVERED
 GH0862'IN GOOD CONDITION IN FENCE CORNER AS DESCRIBED IN SPECIAL
 GH0862'PUBLICATION NO. 190 ABOUT 20 INCHES BELOW THE SURFACE OF THE
 GH0862'GROUND.
 GH0862'
 GH0862'TO REACH FROM ENID GO TO THE JUNCTION OF U.S. HIGHWAYS 64 AND
 GH0862'81 ABOUT 15 MILES NORTH, TURN WEST AND GO 1 MILE TO A DIRT
 GH0862'ROAD, TURN NORTH ON THIS ROAD AND GO 0.6 MILE.  STATION IS
 GH0862'ON HIGH HILL WEST OF NORTH-SOUTH ROAD IN CULTIVATED FIELD.
 GH0862'THE REFERENCE MARK IS IN THE FENCE CORNER AT THE SOUTHEAST
 GH0862'CORNER OF THE FIELD.
 GH0862
 GH0862                          STATION RECOVERY (1947)
 GH0862
 GH0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0862'STATION WAS NOT RECOVERED.  ALL SURFACE MARKS HAVE BEEN
 GH0862'DESTROYED AND LOCAL FEATURES HAVE BEEN CHANGED.  THE UNDERGROUND
 GH0862'MARK IS PROBABLY IN PLACE BUT CAN BE RECOVERED BY TRIANGULATION
 GH0862'ONLY.
 GH0862
 GH0862                          STATION RECOVERY (1951)
 GH0862
 GH0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0862'THE STATION WAS RECOVERED BUT WAS FOUND TO BE LYING ON ITS
 GH0862'SIDE ABOUT 1 FOOT BELOW THE GROUND SURFACE AND JUST WEST
 GH0862'OF THE SUB-SURFACE MARK.  THE SUB-SURFACE MARK WAS FOUND TO
 GH0862'BE IN GOOD CONDITION.  IT IS AN 8 INCH TILE PIPE FILLED
 GH0862'WITH CONCRETE AND HAS A NAIL IN THE CENTER AND IS ABOUT 2.5
 GH0862'FEET BELOW THE GROUND SURFACE.  IT IS IN A CULTIVATED FIELD
 GH0862'ON THE HIGHEST POINT OF A SMALL ROUND HILL, 453 FEET NORTH
 GH0862'OF AN EAST-WEST FENCE LINE AND 216 FEET SOUTH OF AN EAST-WEST
 GH0862'FENCE LINE.
 GH0862'
 GH0862'THE DISTANCE FROM VICAR 2 IS 138.230 METERS NORTH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0863 ***********************************************************************
 GH0863  DESIGNATION -  VICAR 2 RESET
 GH0863  PID         -  GH0863
 GH0863  STATE/COUNTY-  OK/GRANT
 GH0863  COUNTRY     -  US
 GH0863  USGS QUAD   -  POND CREEK NW (2018)
 GH0863
 GH0863                         *CURRENT SURVEY CONTROL
 GH0863  ______________________________________________________________________
 GH0863* NAD 83(1997) POSITION- 36 40 23.78787(N) 097 53 45.67695(W)   ADJUSTED
 GH0863* NAVD 88 ORTHO HEIGHT -   360.1   (meters)     1181.    (feet) VERTCON3
 GH0863  ______________________________________________________________________
 GH0863  GEOID HEIGHT    -        -27.893 (meters)                     GEOID18
 GH0863  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 GH0863  HORZ ORDER      -  FIRST
 GH0863
 GH0863.The horizontal coordinates were established by classical geodetic methods
 GH0863.and adjusted by the National Geodetic Survey in October 1998.
 GH0863
 GH0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0863
 GH0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0863.GEOID18 height accuracy estimate available here.
 GH0863
 GH0863.Click photographs - Photos may exist for this station.
 GH0863
 GH0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0863
 GH0863. The following values were computed from the NAD 83(1997) position.
 GH0863
 GH0863;                    North         East     Units Scale Factor Converg.
 GH0863;SPC OK N     -   185,664.296   609,294.613   MT  0.99998429   +0 03 40.9
 GH0863;SPC OK N     -   609,133.61  1,998,994.08   sFT  0.99998429   +0 03 40.9
 GH0863;UTM  14      - 4,059,196.293   598,648.125   MT  0.99971989   +0 39 33.9
 GH0863
 GH0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0863!SPC OK N     -   0.99994787  x   0.99998429  =   0.99993216
 GH0863!UTM  14      -   0.99994787  x   0.99971989  =   0.99966778
 GH0863
 GH0863:                Primary Azimuth Mark                     Grid Az
 GH0863:SPC OK N     -  VICAR 2 AZ MK                            205 46 34.6
 GH0863:UTM  14      -  VICAR 2 AZ MK                            205 10 41.6
 GH0863
 GH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9864859196(NAD 83)
 GH0863
 GH0863|---------------------------------------------------------------------|
 GH0863| PID    Reference Object                     Distance      Geod. Az  |
 GH0863|                                                           dddmmss.s |
 GH0863| GH0855 JEFFERSON FEUQUAY ELEV N ELEV       APPROX.11.0 KM 0610902.7 |
 GH0863| CL5664 VICAR 2 RM 1                         12.935 METERS 09008     |
 GH0863| GH0857 POND CREEK FARMERS GRAIN ELEV       APPROX. 8.3 KM 0922612.8 |
 GH0863| GH0856 POND CREEK MUNICIPAL TANK           APPROX. 8.7 KM 0930001.6 |
 GH0863| GH0803 NORTH ENID MUNICIPAL TANK           APPROX.27.2 KM 1702134.0 |
 GH0863| GH0815 ENID HWY PAT RAD STA KKE 569        APPROX.26.6 KM 1770201.9 |
 GH0863| CL5663 VICAR 2 AZ MK                                      2055015.5 |
 GH0863| GJ0498 NASH MUNICIPAL WATER TANK           APPROX.14.0 KM 2643404.2 |
 GH0863| CL5665 VICAR 2 RM 2                         11.488 METERS 27038     |
 GH0863|---------------------------------------------------------------------|
 GH0863
 GH0863                          SUPERSEDED SURVEY CONTROL
 GH0863
 GH0863  NAD 83(1993)-  36 40 23.78886(N)    097 53 45.67786(W) AD(       ) 1
 GH0863  NAD 83(1986)-  36 40 23.79397(N)    097 53 45.66588(W) AD(       ) 1
 GH0863  NAD 27      -  36 40 23.68494(N)    097 53 44.45553(W) AD(       ) 1
 GH0863  NGVD 29 (07/19/86)  359.9    (m)         1181.     (f) VERT ANG       
 GH0863
 GH0863.Superseded values are not recommended for survey control.
 GH0863
 GH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0863.See file dsdata.pdf to determine how the superseded data were derived.
 GH0863
 GH0863_MARKER: DS = TRIANGULATION STATION DISK
 GH0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0863_STAMPING: VICAR 2 1951
 GH0863_MARK LOGO: CGS
 GH0863_PROJECTION: RECESSED 36 CENTIMETERS
 GH0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0863+STABILITY: SURFACE MOTION
 GH0863
 GH0863  HISTORY     - Date     Condition        Report By
 GH0863  HISTORY     - 1968     MONUMENTED       CGS
 GH0863  HISTORY     - 1969     GOOD             CGS
 GH0863
 GH0863                          STATION DESCRIPTION
 GH0863
 GH0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0863'THE STATION IS LOCATED ABOUT 5 MILES WEST OF POND CREEK AND
 GH0863'IS ON LAND OWNED BY MR. MARK RENTFROW.  IT IS SITUATED ON
 GH0863'THE HIGHEST POINT OF A LOW HILL AND IS SET IN AN EAST-WEST
 GH0863'FENCE LINE, 5 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 GH0863'VICAR 2 1951 AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 GH0863'GROUND.
 GH0863'
 GH0863'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81,
 GH0863'64 AND 60 AT FOUR CORNERS, GO WEST ON U.S. HIGHWAY 64 FOR 1.0
 GH0863'MILE TO A CROSSROAD, (CONTINUE WEST FOR 0.35 MILE TO THE
 GH0863'AZIMUTH MARK ON THE LEFT) TURN RIGHT AND GO NORTH FOR 0.5 MILE TO
 GH0863'THE TOP OF A RISE.  FROM THIS POINT PACK WEST ALONG THE
 GH0863'FENCE LINE FOR ABOUT 1/4 MILE TO THE HIGHEST POINT OF THE
 GH0863'HILL AND THE STATION AS DESCRIBED.
 GH0863'
 GH0863'THE STATION MARK, REFERENCE MARK NOS. 1 AND 2 AND THE AZIMUTH
 GH0863'MARK WERE RECOVERED IN GOOD CONDITION.  THE TO REACH IS
 GH0863'ADEQUATE.  THE STATION SURFACE MARK, AT THE REQUEST OF THE PROPERTY
 GH0863'OWNER WAS LOWERED TO 16 INCHES BELOW THE SURFACE.
 GH0863
 GH0863                          STATION RECOVERY (1969)
 GH0863
 GH0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GH0863'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 GH0863'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GH0863'THE 1951 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 GH0863'
 GH0863'THE STATION MARK IS 4 FEET WEST OF A METAL WITNESS POST,
 GH0863'5 FEET EAST OF A WOODEN WITNESS POST, 0.5 FEET NORTH OF AN
 GH0863'EAST-WEST FENCE, AND 14 INCHES BELOW THE SURFACE OF THE GROUND.
 GH0863'
 GH0863'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE AZIMUTH MARK.
 GH0863'
 GH0863'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GH0863'5 MILES WEST OF POND CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0674 ***********************************************************************
 GJ0674  DESIGNATION -  VICI
 GJ0674  PID         -  GJ0674
 GJ0674  STATE/COUNTY-  OK/WOODWARD
 GJ0674  COUNTRY     -  US
 GJ0674  USGS QUAD   -  VICI (2018)
 GJ0674
 GJ0674                         *CURRENT SURVEY CONTROL
 GJ0674  ______________________________________________________________________
 GJ0674* NAD 83(1993) POSITION- 36 10 41.73334(N) 099 15 19.39248(W)   ADJUSTED
 GJ0674* NAVD 88 ORTHO HEIGHT -   675.    (meters)     2215.    (feet) SCALED
 GJ0674  ______________________________________________________________________
 GJ0674  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GJ0674  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 GJ0674  HORZ ORDER      -  FIRST
 GJ0674
 GJ0674.The horizontal coordinates were established by classical geodetic methods
 GJ0674.and adjusted by the National Geodetic Survey in November 1994.
 GJ0674
 GJ0674.The orthometric height was scaled from a topographic map.
 GJ0674
 GJ0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0674.GEOID18 height accuracy estimate available here.
 GJ0674
 GJ0674.Click photographs - Photos may exist for this station.
 GJ0674
 GJ0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0674
 GJ0674. The following values were computed from the NAD 83(1993) position.
 GJ0674
 GJ0674;                    North         East     Units Scale Factor Converg.
 GJ0674;SPC OK N     -   131,461.389   487,074.290   MT  0.99994543   -0 44 27.1
 GJ0674;SPC OK N     -   431,302.91  1,598,009.57   sFT  0.99994543   -0 44 27.1
 GJ0674;UTM  14      - 4,003,750.519   477,034.484   MT  0.99960650   -0 09 02.7
 GJ0674
 GJ0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0674!SPC OK N     -   0.99989844  x   0.99994543  =   0.99984387
 GJ0674!UTM  14      -   0.99989844  x   0.99960650  =   0.99950498
 GJ0674
 GJ0674:                Primary Azimuth Mark                     Grid Az
 GJ0674:SPC OK N     -  VICI AZ MK                               062 46 09.6
 GJ0674:UTM  14      -  VICI AZ MK                               062 10 45.2
 GJ0674
 GJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7703403750(NAD 83)
 GJ0674
 GJ0674|---------------------------------------------------------------------|
 GJ0674| PID    Reference Object                     Distance      Geod. Az  |
 GJ0674|                                                           dddmmss.s |
 GJ0674| CL3523 VICI AZ MK                                         0620142.5 |
 GJ0674| CL3524 VICI RM 1                            15.920 METERS 11131     |
 GJ0674| CL3525 VICI RM 2                            13.155 METERS 19922     |
 GJ0674| GJ0676 VICI WATER TANK                     APPROX. 5.0 KM 2293454.4 |
 GJ0674| GJ0675 VICI FARMERS CO OP ASSN E ELEV      APPROX. 4.8 KM 2302724.4 |
 GJ0674|---------------------------------------------------------------------|
 GJ0674
 GJ0674                          SUPERSEDED SURVEY CONTROL
 GJ0674
 GJ0674  NAD 83(1986)-  36 10 41.73778(N)    099 15 19.38115(W) AD(       ) 1
 GJ0674  NAD 27      -  36 10 41.58919(N)    099 15 18.00479(W) AD(       ) 1
 GJ0674
 GJ0674.Superseded values are not recommended for survey control.
 GJ0674
 GJ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0674.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0674
 GJ0674_MARKER: DS = TRIANGULATION STATION DISK
 GJ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0674_STAMPING: VICI 1963
 GJ0674_MARK LOGO: CGS
 GJ0674_PROJECTION: FLUSH
 GJ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0674+STABILITY: SURFACE MOTION
 GJ0674
 GJ0674  HISTORY     - Date     Condition        Report By
 GJ0674  HISTORY     - 1963     MONUMENTED       CGS
 GJ0674
 GJ0674                          STATION DESCRIPTION
 GJ0674
 GJ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0674'THE STATION IS ON A LOW, BRUSH COVERED HILL, ABOUT 8 MILES SOUTHEAST
 GJ0674'OF SHARON, 6 MILES SOUTHWEST OF MUTUAL AND 3-1/4 MILES NORTHEAST OF
 GJ0674'VICI.
 GJ0674'
 GJ0674'TO REACH THE STATION FROM THE POST OFFICE IN VICI, GO EAST ON U. S.
 GJ0674'HIGHWAY 60 FOR 3.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 GJ0674'NORTH ON GRADED ROAD FOR 2.55 MILES TO A WIRE GATE ON THE LEFT, JUST
 GJ0674'SOUTH OF A WINDMILL.  TURN LEFT, AND GO THROUGH WIRE GATE, WESTERLY
 GJ0674'FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST FOR
 GJ0674'0.55 MILE TO A FENCE CORNER.  CONTINUE WEST ON TRACK ROAD FOR 0.05
 GJ0674'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST AND SOUTHWEST
 GJ0674'ON TRACK ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION.
 GJ0674'
 GJ0674'STATION MARK IS A STANDARD DISK, STAMPED VICI 1963, SET IN THE TOP OF
 GJ0674'A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 GJ0674'10.8 FEET EAST OF A NORTH-SOUTH WIRE FENCE AND 10 FEET EAST OF A
 GJ0674'WITNESS POST.
 GJ0674'
 GJ0674'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VICI NO 1 1963, SET IN
 GJ0674'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GJ0674'SURFACE.  IT IS 62 FEET EAST OF THE WIRE FENCE AND ABOUT 1 FOOT
 GJ0674'LOWER THAN THE STATION.
 GJ0674'
 GJ0674'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VICI NO 2 1963, SET IN
 GJ0674'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 GJ0674'1.4 FEET EAST OF THE WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE
 GJ0674'STATION.
 GJ0674'
 GJ0674'AZIMUTH MARK IS A STANDARD DISK, STAMPED VICI 1963, SET IN THE TOP
 GJ0674'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 GJ0674'IS 121 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 1.5 FEET WEST
 GJ0674'OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AF9525 ***********************************************************************
 AF9525  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9525  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9525  DESIGNATION -  VICI CORS ARP
 AF9525  CORS_ID     -  VCIO
 AF9525  PID         -  AF9525
 AF9525  STATE/COUNTY-  OK/DEWEY
 AF9525  COUNTRY     -  US
 AF9525  USGS QUAD   -  MUTUAL SW (2018)
 AF9525
 AF9525                         *CURRENT SURVEY CONTROL
 AF9525  ______________________________________________________________________
 AF9525* NAD 83(2011) POSITION- 36 04 18.12692(N) 099 13 02.29996(W)   ADJUSTED
 AF9525* NAD 83(2011) ELLIP HT-   624.969 (meters)        (04/??/25)   ADJUSTED
 AF9525* NAD 83(2011) EPOCH   -  2010.00
 AF9525* NAVD 88 ORTHO HEIGHT -   652.97  (meters)     2142.3   (feet) GPS OBS
 AF9525  ______________________________________________________________________
 AF9525  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9525  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 AF9525  NAD 83(2011) X  -   -826,817.444 (meters)                     COMP
 AF9525  NAD 83(2011) Y  - -5,095,173.642 (meters)                     COMP
 AF9525  NAD 83(2011) Z  -  3,734,993.284 (meters)                     COMP
 AF9525
 AF9525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9525  Standards:
 AF9525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9525  -------------------------------------------------------------------
 AF9525  NETWORK    0.38   0.70           0.15   0.15   0.36     -0.35264700
 AF9525  -------------------------------------------------------------------
 AF9525
 AF9525.The coordinates were established by GPS observations
 AF9525.and adjusted by the National Geodetic Survey in April 2025.
 AF9525
 AF9525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9525.been affixed to the stable North American Tectonic Plate. 
 AF9525
 AF9525.The coordinates are valid at the epoch date displayed above
 AF9525.which is a decimal equivalence of Year/Month/Day.
 AF9525
 AF9525.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9525.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9525.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9525.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9525.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9525.published epoch of 2010.00.
 AF9525
 AF9525.Additional information on MYCS is available at:
 AF9525.https://geodesy.noaa.gov/CORS/index.shtml
 AF9525
 AF9525.The orthometric height was determined by GPS observations and a
 AF9525.high-resolution geoid model using precise GPS observation and
 AF9525.processing techniques.
 AF9525
 AF9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9525.GEOID18 height accuracy estimate available here.
 AF9525
 AF9525.The PID for the CORS L1 Phase Center is AB6371.
 AF9525
 AF9525.Click photographs - Photos may exist for this station.
 AF9525
 AF9525.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9525
 AF9525.The ellipsoidal height was determined by GPS observations
 AF9525.and is referenced to NAD 83.
 AF9525
 AF9525. The following values were computed from the NAD 83(2011) position.
 AF9525
 AF9525;                    North         East     Units Scale Factor Converg.
 AF9525;SPC OK N     -   119,595.594   490,351.391   MT  0.99994680   -0 43 06.2
 AF9525;SPC OK N     -   392,373.21  1,608,761.19   sFT  0.99994680   -0 43 06.2
 AF9525;UTM  14      - 3,991,923.141   480,432.498   MT  0.99960472   -0 07 40.6
 AF9525
 AF9525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9525!SPC OK N     -   0.99990192  x   0.99994680  =   0.99984873
 AF9525!UTM  14      -   0.99990192  x   0.99960472  =   0.99950668
 AF9525
 AF9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME8043291923(NAD 83)
 AF9525
 AF9525                          SUPERSEDED SURVEY CONTROL
 AF9525
 AF9525  NAD 83(2011)-  36 04 18.12704(N)    099 13 02.30007(W) AD(2010.00) c
 AF9525  ELLIP H (06/??/19)  624.972  (m)                       GP(2010.00) c c
 AF9525  NAD 83(2011)-  36 04 18.12662(N)    099 13 02.30049(W) AD(2010.00) c
 AF9525  NAD 83(2011)-  36 04 18.12700(N)    099 13 02.30000(W) AD(2010.00) c
 AF9525  ELLIP H (08/??/11)  624.967  (m)                       GP(2010.00) c c
 AF9525  NAD 83(2007)-  36 04 18.12670(N)    099 13 02.30140(W) AD(2002.00) c
 AF9525  NAD 83(CORS)-  36 04 18.12670(N)    099 13 02.30140(W) AD(2002.00) c
 AF9525  ELLIP H (03/??/02)  624.992  (m)                       GP(2002.00) c c
 AF9525  NAD 83(CORS)-  36 04 18.12617(N)    099 13 02.30130(W) AD(1997.00) c
 AF9525  ELLIP H (04/??/00)  624.993  (m)                       GP(1997.00) c c
 AF9525  NAD 83(CORS)-  36 04 18.12602(N)    099 13 02.30145(W) AD(1997.00) c
 AF9525  ELLIP H (04/??/96)  625.012  (m)                       GP(1997.00) c c
 AF9525  NAD 83(CORS)-  36 04 18.12602(N)    099 13 02.30145(W) AD(1996.00) c
 AF9525  ELLIP H (04/??/96)  625.012  (m)                       GP(1996.00) c c
 AF9525
 AF9525.Superseded values are not recommended for survey control.
 AF9525
 AF9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9525.See file dsdata.pdf to determine how the superseded data were derived.
 AF9525
 AF9525_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9525
 AF9525                          STATION DESCRIPTION
 AF9525
 AF9525'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9525'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9525'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9525'AND LOG FILES ACCESSIBLE AT:
 AF9525'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0675 ***********************************************************************
 GJ0675  DESIGNATION -  VICI FARMERS CO OP ASSN E ELEV
 GJ0675  PID         -  GJ0675
 GJ0675  STATE/COUNTY-  OK/DEWEY
 GJ0675  COUNTRY     -  US
 GJ0675  USGS QUAD   -  VICI (2018)
 GJ0675
 GJ0675                         *CURRENT SURVEY CONTROL
 GJ0675  ______________________________________________________________________
 GJ0675* NAD 83(1993) POSITION- 36 09 02.82705(N) 099 17 47.06945(W)   ADJUSTED
 GJ0675  ______________________________________________________________________
 GJ0675  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 GJ0675  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 GJ0675  HORZ ORDER      -  THIRD
 GJ0675
 GJ0675.The horizontal coordinates were established by classical geodetic methods
 GJ0675.and adjusted by the National Geodetic Survey in November 1994.
 GJ0675
 GJ0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0675.GEOID18 height accuracy estimate available here.
 GJ0675
 GJ0675.Click photographs - Photos may exist for this station.
 GJ0675
 GJ0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0675
 GJ0675. The following values were computed from the NAD 83(1993) position.
 GJ0675
 GJ0675;                    North         East     Units Scale Factor Converg.
 GJ0675;SPC OK N     -   128,461.752   483,343.809   MT  0.99994545   -0 45 54.3
 GJ0675;SPC OK N     -   421,461.60  1,585,770.48   sFT  0.99994545   -0 45 54.3
 GJ0675;UTM  14      - 4,000,713.643   473,336.347   MT  0.99960876   -0 10 29.5
 GJ0675
 GJ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7333600713(NAD 83)
 GJ0675
 GJ0675                          SUPERSEDED SURVEY CONTROL
 GJ0675
 GJ0675  NAD 83(1986)-  36 09 02.83166(N)    099 17 47.05860(W) AD(       ) 3
 GJ0675  NAD 27      -  36 09 02.67811(N)    099 17 45.67691(W) AD(       ) 3
 GJ0675
 GJ0675.Superseded values are not recommended for survey control.
 GJ0675
 GJ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0675.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0675
 GJ0675_MARKER: 65 = GRAIN ELEVATOR
 GJ0675
 GJ0675  HISTORY     - Date     Condition        Report By
 GJ0675  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0675
 GJ0675                          STATION DESCRIPTION
 GJ0675
 GJ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0675'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF A 150 FOOT
 GJ0675'HIGH ELEVATOR, THE HIGHEST AND MOST EASTERLY ONE OF TWO.  IT IS
 GJ0675'LOCATED IN THE NORTHERN PART OF VICI.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0676 ***********************************************************************
 GJ0676  DESIGNATION -  VICI WATER TANK
 GJ0676  PID         -  GJ0676
 GJ0676  STATE/COUNTY-  OK/DEWEY
 GJ0676  COUNTRY     -  US
 GJ0676  USGS QUAD   -  VICI (2018)
 GJ0676
 GJ0676                         *CURRENT SURVEY CONTROL
 GJ0676  ______________________________________________________________________
 GJ0676* NAD 83(1993) POSITION- 36 08 56.15620(N) 099 17 52.21117(W)   ADJUSTED
 GJ0676  ______________________________________________________________________
 GJ0676  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 GJ0676  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 GJ0676  HORZ ORDER      -  THIRD
 GJ0676
 GJ0676.The horizontal coordinates were established by classical geodetic methods
 GJ0676.and adjusted by the National Geodetic Survey in November 1994.
 GJ0676
 GJ0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0676.GEOID18 height accuracy estimate available here.
 GJ0676
 GJ0676.Click photographs - Photos may exist for this station.
 GJ0676
 GJ0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0676
 GJ0676. The following values were computed from the NAD 83(1993) position.
 GJ0676
 GJ0676;                    North         East     Units Scale Factor Converg.
 GJ0676;SPC OK N     -   128,257.885   483,212.548   MT  0.99994546   -0 45 57.3
 GJ0676;SPC OK N     -   420,792.74  1,585,339.83   sFT  0.99994546   -0 45 57.3
 GJ0676;UTM  14      - 4,000,508.504   473,207.236   MT  0.99960884   -0 10 32.5
 GJ0676
 GJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7320700508(NAD 83)
 GJ0676
 GJ0676                          SUPERSEDED SURVEY CONTROL
 GJ0676
 GJ0676  NAD 83(1986)-  36 08 56.16078(N)    099 17 52.20042(W) AD(       ) 3
 GJ0676  NAD 27      -  36 08 56.00915(N)    099 17 50.81997(W) AD(       ) 3
 GJ0676
 GJ0676.Superseded values are not recommended for survey control.
 GJ0676
 GJ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0676.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0676
 GJ0676_MARKER: 53 = ELEVATED TANK
 GJ0676
 GJ0676  HISTORY     - Date     Condition        Report By
 GJ0676  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0676
 GJ0676                          STATION DESCRIPTION
 GJ0676
 GJ0676'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0870 ***********************************************************************
 EM0870  DESIGNATION -  VICKERS
 EM0870  PID         -  EM0870
 EM0870  STATE/COUNTY-  OK/KIOWA
 EM0870  COUNTRY     -  US
 EM0870  USGS QUAD   -  LONG MOUNTAIN (2018)
 EM0870
 EM0870                         *CURRENT SURVEY CONTROL
 EM0870  ______________________________________________________________________
 EM0870* NAD 83(1993) POSITION- 34 38 17.19215(N) 099 03 43.73164(W)   ADJUSTED
 EM0870* NAVD 88 ORTHO HEIGHT -   421.6   (meters)     1383.    (feet) VERTCON3
 EM0870  ______________________________________________________________________
 EM0870  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 EM0870  LAPLACE CORR    -          6.91  (seconds)                    DEFLEC18
 EM0870  HORZ ORDER      -  THIRD
 EM0870
 EM0870.The horizontal coordinates were established by classical geodetic methods
 EM0870.and adjusted by the National Geodetic Survey in November 1994.
 EM0870
 EM0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0870
 EM0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0870.GEOID18 height accuracy estimate available here.
 EM0870
 EM0870.Click photographs - Photos may exist for this station.
 EM0870
 EM0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0870
 EM0870. The following values were computed from the NAD 83(1993) position.
 EM0870
 EM0870;                    North         East     Units Scale Factor Converg.
 EM0870;SPC OK S     -   145,242.505   502,621.520   MT  0.99993638   -0 36 10.4
 EM0870;SPC OK S     -   476,516.45  1,649,017.44   sFT  0.99993638   -0 36 10.4
 EM0870;UTM  14      - 3,832,913.673   494,304.066   MT  0.99960040   -0 02 07.2
 EM0870
 EM0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0870!SPC OK S     -   0.99993791  x   0.99993638  =   0.99987430
 EM0870!UTM  14      -   0.99993791  x   0.99960040  =   0.99953834
 EM0870
 EM0870:                Primary Azimuth Mark                     Grid Az
 EM0870:SPC OK S     -  VICKERS AZ MK                            269 19 22.6
 EM0870:UTM  14      -  VICKERS AZ MK                            268 45 19.4
 EM0870
 EM0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9430432913(NAD 83)
 EM0870
 EM0870|---------------------------------------------------------------------|
 EM0870| PID    Reference Object                     Distance      Geod. Az  |
 EM0870|                                                           dddmmss.s |
 EM0870| CX8911 VICKERS RM 1                         16.310 METERS 08853     |
 EM0870| CX8912 VICKERS RM 2                         24.991 METERS 18031     |
 EM0870| CX8910 VICKERS AZ MK                                      2684312.2 |
 EM0870|---------------------------------------------------------------------|
 EM0870
 EM0870                          SUPERSEDED SURVEY CONTROL
 EM0870
 EM0870  NAD 83(1986)-  34 38 17.20175(N)    099 03 43.72413(W) AD(       ) 3
 EM0870  NAD 27      -  34 38 16.94400(N)    099 03 42.44100(W) AD(       ) 3
 EM0870  NGVD 29 (07/19/86)  421.5    (m)         1383.     (f) VERT ANG       
 EM0870
 EM0870.Superseded values are not recommended for survey control.
 EM0870
 EM0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0870.See file dsdata.pdf to determine how the superseded data were derived.
 EM0870
 EM0870_MARKER: DS = TRIANGULATION STATION DISK
 EM0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0870_STAMPING: VICKERS 1948
 EM0870_MARK LOGO: CGS
 EM0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0870+STABILITY: SURFACE MOTION
 EM0870
 EM0870  HISTORY     - Date     Condition        Report By
 EM0870  HISTORY     - 1948     MONUMENTED       CGS
 EM0870  HISTORY     - 1963     GOOD             CGS
 EM0870
 EM0870                          STATION DESCRIPTION
 EM0870
 EM0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0870'THE STATION IS LOCATED ABOUT 7 MILES WEST OF SNYDER AND ABOUT
 EM0870'4.5 MILES EAST-NORTHEAST OF HEADRICK.  IT IS ON THE RIGHT-OF-WAY
 EM0870'AND 49 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 62, 35 FEET
 EM0870'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 6 FEET SOUTHWEST
 EM0870'OF A REFERENCE POST AND 4.5 FEET SOUTH OF AN EAST-WEST FENCE
 EM0870'LINE.  IT IS STAMPED VICKERS 1948 AND PROJECTS 5 INCHES.
 EM0870'
 EM0870'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE CENTER OF U.S.
 EM0870'HIGHWAY 62 AND 1.5 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 EM0870'IS STAMPED VICKERS NO 1 1948 AND PROJECTS 5 INCHES.
 EM0870'
 EM0870'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTER OF U.S.
 EM0870'HIGHWAY 62 AND SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED
 EM0870'VICKERS NO 2 1948 AND PROJECTS 6 INCHES.
 EM0870'
 EM0870'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 EM0870'62 AND 26 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.
 EM0870'IT IS SET IN A DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE
 EM0870'CULVERT.  IT IS STAMPED VICKERS 1948
 EM0870'
 EM0870'TO REACH THE STATION FROM HEADRICK, GO EAST ON U.S. HIGHWAY
 EM0870'62 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EM0870'EAST FOR 0.4 MILE TO A T ROAD LEFT AND THE STATION AS DESCRIBED.
 EM0870'
 EM0870'A 4 FOOT SIGNAL AT HEADRICK 1935 1948 IS VISIBLE AT 4 FEET.
 EM0870'
 EM0870'A 4 FOOT SIGNAL AT CENTER IS VISIBLE AT 4 FEET.
 EM0870
 EM0870                          STATION RECOVERY (1963)
 EM0870
 EM0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0870'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK RECOVERED AND
 EM0870'FOUND IN GOOD CONDITION.  THE MARKS ARE STAMPED VICKERS 1948.
 EM0870'
 EM0870'REFERENCE MARK NO. 1 WAS FOUND LEANING.  IT HAD BEEN STRUCK
 EM0870'BY HEAVY MACHINERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0177 ***********************************************************************
 EL0177  DESIGNATION -  VICKSBURG DIST M 6 L
 EL0177  PID         -  EL0177
 EL0177  STATE/COUNTY-  OK/JOHNSTON
 EL0177  COUNTRY     -  US
 EL0177  USGS QUAD   -  TISHOMINGO (2018)
 EL0177
 EL0177                         *CURRENT SURVEY CONTROL
 EL0177  ______________________________________________________________________
 EL0177* NAD 83(1986) POSITION- 34 14 17.     (N) 096 40 48.     (W)   SCALED
 EL0177* NAVD 88 ORTHO HEIGHT -   211.384 (meters)      693.52  (feet) ADJUSTED
 EL0177  ______________________________________________________________________
 EL0177  GEOID HEIGHT    -        -25.715 (meters)                     GEOID18
 EL0177  DYNAMIC HEIGHT  -        211.177 (meters)      692.84  (feet) COMP
 EL0177  MODELED GRAVITY -    979,650.5   (mgal)                       NAVD 88
 EL0177
 EL0177  VERT ORDER      -  SECOND    CLASS 0
 EL0177
 EL0177.The horizontal coordinates were scaled from a map and have
 EL0177.an estimated accuracy of +/- 6 seconds.
 EL0177
 EL0177.The orthometric height was determined by differential leveling and
 EL0177.adjusted by the NATIONAL GEODETIC SURVEY
 EL0177.in June 1991.
 EL0177
 EL0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0177.GEOID18 height accuracy estimate available here.
 EL0177
 EL0177.Click photographs - Photos may exist for this station.
 EL0177
 EL0177.The dynamic height is computed by dividing the NAVD 88
 EL0177.geopotential number by the normal gravity value computed on the
 EL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0177.degrees latitude (g = 980.6199 gals.).
 EL0177
 EL0177.The modeled gravity was interpolated from observed gravity values.
 EL0177
 EL0177;                    North         East    Units  Estimated Accuracy
 EL0177;SPC OK S     -   101,150.      721,600.      MT  (+/- 180 meters Scaled)
 EL0177
 EL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC136909(NAD 83)
 EL0177
 EL0177                          SUPERSEDED SURVEY CONTROL
 EL0177
 EL0177  NGVD 29 (??/??/92)  211.342  (m)          693.38   (f) ADJ UNCH    2 0
 EL0177
 EL0177.Superseded values are not recommended for survey control.
 EL0177
 EL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0177.See file dsdata.pdf to determine how the superseded data were derived.
 EL0177
 EL0177_MARKER: DD = SURVEY DISK
 EL0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0177_STAMPING: VICKSBURG DIST M6L
 EL0177_MARK LOGO: USACE
 EL0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0177
 EL0177  HISTORY     - Date     Condition        Report By
 EL0177  HISTORY     - UNK      MONUMENTED       USACE
 EL0177  HISTORY     - 1934     GOOD             CGS
 EL0177
 EL0177                          STATION DESCRIPTION
 EL0177
 EL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0177'IN TOWN OF TISHOMINGO, IN WEST CORNER OF JOHNSTON COUNTY COURTHOUSE
 EL0177'GROUNDS, ON TOP OF SHOULDER OF BANK-- TABLET ON IRON PIPE AND
 EL0177'PROJECTING 1 FOOT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0909 ***********************************************************************
 EM0909  DESIGNATION -  VICTORY
 EM0909  PID         -  EM0909
 EM0909  STATE/COUNTY-  OK/JACKSON
 EM0909  COUNTRY     -  US
 EM0909  USGS QUAD   -  MARTHA (2018)
 EM0909
 EM0909                         *CURRENT SURVEY CONTROL
 EM0909  ______________________________________________________________________
 EM0909* NAD 83(1993) POSITION- 34 38 18.21914(N) 099 28 14.57074(W)   ADJUSTED
 EM0909* NAVD 88 ORTHO HEIGHT -   439.63  (+/-2cm)     1442.4   (feet) VERTCON3
 EM0909  ______________________________________________________________________
 EM0909  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 EM0909  LAPLACE CORR    -          3.51  (seconds)                    DEFLEC18
 EM0909  HORZ ORDER      -  THIRD
 EM0909  VERT ORDER      -  THIRD ? (See Below)
 EM0909
 EM0909.The horizontal coordinates were established by classical geodetic methods
 EM0909.and adjusted by the National Geodetic Survey in November 1994.
 EM0909
 EM0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0909
 EM0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0909.GEOID18 height accuracy estimate available here.
 EM0909
 EM0909.The vertical order pertains to the NGVD 29 superseded value.
 EM0909
 EM0909.Click photographs - Photos may exist for this station.
 EM0909
 EM0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0909
 EM0909. The following values were computed from the NAD 83(1993) position.
 EM0909
 EM0909;                    North         East     Units Scale Factor Converg.
 EM0909;SPC OK S     -   145,744.096   465,166.594   MT  0.99993639   -0 50 05.3
 EM0909;SPC OK S     -   478,162.09  1,526,134.07   sFT  0.99993639   -0 50 05.3
 EM0909;UTM  14      - 3,833,044.281   456,858.282   MT  0.99962294   -0 16 03.2
 EM0909
 EM0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0909!SPC OK S     -   0.99993532  x   0.99993639  =   0.99987171
 EM0909!UTM  14      -   0.99993532  x   0.99962294  =   0.99955828
 EM0909
 EM0909:                Primary Azimuth Mark                     Grid Az
 EM0909:SPC OK S     -  VICTORY AZ MK                            095 00 29.8
 EM0909:UTM  14      -  VICTORY AZ MK                            094 26 27.7
 EM0909
 EM0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5685833044(NAD 83)
 EM0909
 EM0909|---------------------------------------------------------------------|
 EM0909| PID    Reference Object                     Distance      Geod. Az  |
 EM0909|                                                           dddmmss.s |
 EM0909| CX8914 VICTORY RM 1                                       00709     |
 EM0909| CX8913 VICTORY AZ MK                                      0941024.5 |
 EM0909| EM1018 DUKE MUNICIPAL TANK                 APPROX. 9.6 KM 2855736.5 |
 EM0909| CX8915 VICTORY RM 2                         14.850 METERS 28601     |
 EM0909|---------------------------------------------------------------------|
 EM0909
 EM0909                          SUPERSEDED SURVEY CONTROL
 EM0909
 EM0909  NAD 83(1986)-  34 38 18.22574(N)    099 28 14.56361(W) AD(       ) 3
 EM0909  NAD 27      -  34 38 17.97800(N)    099 28 13.24200(W) AD(       ) 3
 EM0909  NGVD 29             439.43   (m)         1441.7    (f) LEVELING    3  
 EM0909
 EM0909.Superseded values are not recommended for survey control.
 EM0909
 EM0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0909.See file dsdata.pdf to determine how the superseded data were derived.
 EM0909
 EM0909_MARKER: DS = TRIANGULATION STATION DISK
 EM0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0909_STAMPING: VICTORY 1948
 EM0909_MARK LOGO: CGS
 EM0909_PROJECTION: FLUSH
 EM0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0909+STABILITY: SURFACE MOTION
 EM0909
 EM0909  HISTORY     - Date     Condition        Report By
 EM0909  HISTORY     - 1948     MONUMENTED       CGS
 EM0909  HISTORY     - 1962     GOOD             USGS
 EM0909  HISTORY     - 1963     GOOD             CGS
 EM0909
 EM0909                          STATION DESCRIPTION
 EM0909
 EM0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0909'THE STATION IS LOCATED ABOUT 8 MILES WEST OF ALTUS, ABOUT
 EM0909'100 YARDS NORTH OF U.S. HIGHWAY 62 ON THE SOUTHEAST END OF
 EM0909'A LOW RIDGE.  IT IS 15 FEET WEST OF THE EAST END OF THE RIDGE.
 EM0909'IT IS STAMPED VICTORY 1948 AND IS FLUSH WITH THE SURFACE OF
 EM0909'THE GROUND.
 EM0909'
 EM0909'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE RIDGE AND
 EM0909'ABOUT 25 FEET LOWER THAN THE STATION.  IT IS 15 FEET WEST OF
 EM0909'A LARGE WASHOUT.  IT IS STAMPED VICTORY NO 1 1948 AND PROJECTS
 EM0909'6 INCHES.
 EM0909'
 EM0909'REFERENCE MARK NO. 2 IS 10 FEET NORTH OF THE SOUTH EDGE OF
 EM0909'THE RIDGE AND 1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED
 EM0909'VICTORY NO 2 1948 AND PROJECTS 6 INCHES.
 EM0909'
 EM0909'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY BENCH
 EM0909'MARK.  IT IS 48 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 62,
 EM0909'37 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 13 FEET
 EM0909'WEST OF A FENCE CORNER, 8 FEET WEST OF A REFERENCE POST, AND
 EM0909'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET IN A 6
 EM0909'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 EM0909'25B13 TT 1934.
 EM0909'
 EM0909'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 EM0909'IN ALTUS, GO WEST ON U.S. HIGHWAY 62 FOR 7 MILES TO A CROSSROAD
 EM0909'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 EM0909'FOR 0.8 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 EM0909'
 EM0909'A 74 FOOT SIGNAL AT DUKE IS VISIBLE AT 4 FEET.
 EM0909'
 EM0909'AN 87 FOOT SIGNAL AT QUARRY IS VISIBLE AT 4 FEET.
 EM0909
 EM0909                          STATION RECOVERY (1962)
 EM0909
 EM0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0909'STATION LOCATED IN T2N, R22W IN SW 1/4 SEC. 13, APPROX. 1051
 EM0909'FEET NE OF INTERSECTION OF U.S. HWY 62 AND CROSS ROADS, ABOUT
 EM0909'100 YARDS N OF U.S. HWY 62 ON SE END OF PROMINENT RIDGE,
 EM0909'15 FEET W OF EAST END OF RIDGE, SET IN CONCRETE POST, FLUSH
 EM0909'WITH GROUND, A STANDARD DISK STAMPED VICTORY 1948.
 EM0909'
 EM0909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.8 MILES
 EM0909'W OF ALTUS
 EM0909
 EM0909                          STATION RECOVERY (1963)
 EM0909
 EM0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0909'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 EM0909'AS DESCRIBED.  THE TO REACH IS ENTIRELY ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1079 ***********************************************************************
 FH1079  DESIGNATION -  VICTORY
 FH1079  PID         -  FH1079
 FH1079  STATE/COUNTY-  OK/CHEROKEE
 FH1079  COUNTRY     -  US
 FH1079  USGS QUAD   -  WAGONER EAST (2018)
 FH1079
 FH1079                         *CURRENT SURVEY CONTROL
 FH1079  ______________________________________________________________________
 FH1079* NAD 83(1993) POSITION- 35 57 33.49921(N) 095 16 00.11567(W)   ADJUSTED
 FH1079* NAVD 88 ORTHO HEIGHT -   192.    (meters)      630.    (feet) SCALED
 FH1079  ______________________________________________________________________
 FH1079  GEOID HEIGHT    -        -29.247 (meters)                     GEOID18
 FH1079  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 FH1079  HORZ ORDER      -  SECOND
 FH1079
 FH1079.The horizontal coordinates were established by classical geodetic methods
 FH1079.and adjusted by the National Geodetic Survey in November 1994.
 FH1079
 FH1079.The orthometric height was scaled from a topographic map.
 FH1079
 FH1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1079.GEOID18 height accuracy estimate available here.
 FH1079
 FH1079.Click photographs - Photos may exist for this station.
 FH1079
 FH1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1079
 FH1079. The following values were computed from the NAD 83(1993) position.
 FH1079
 FH1079;                    North         East     Units Scale Factor Converg.
 FH1079;SPC OK N     -   109,907.839   846,526.657   MT  0.99995197   +1 36 47.0
 FH1079;SPC OK N     -   360,589.30  2,777,312.87   sFT  0.99995197   +1 36 47.0
 FH1079;UTM  15      - 3,981,809.910   295,586.226   MT  1.00011490   -1 19 53.4
 FH1079
 FH1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1079!SPC OK N     -   0.99997444  x   0.99995197  =   0.99992641
 FH1079!UTM  15      -   0.99997444  x   1.00011490  =   1.00008934
 FH1079
 FH1079:                Primary Azimuth Mark                     Grid Az
 FH1079:SPC OK N     -  VICTORY AZ MK                            159 08 49.0
 FH1079:UTM  15      -  VICTORY AZ MK                            162 05 29.4
 FH1079
 FH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9558681809(NAD 83)
 FH1079
 FH1079|---------------------------------------------------------------------|
 FH1079| PID    Reference Object                     Distance      Geod. Az  |
 FH1079|                                                           dddmmss.s |
 FH1079| CI3542 VICTORY RM 1                         35.860 METERS 00742     |
 FH1079| CI3543 VICTORY RM 2                         24.966 METERS 09445     |
 FH1079| CI3541 VICTORY AZ MK                                      1604536.0 |
 FH1079|---------------------------------------------------------------------|
 FH1079
 FH1079                          SUPERSEDED SURVEY CONTROL
 FH1079
 FH1079  NAD 83(1986)-  35 57 33.52106(N)    095 16 00.09734(W) AD(       ) 2
 FH1079  NAD 27      -  35 57 33.16200(N)    095 15 59.23700(W) AD(       ) 2
 FH1079
 FH1079.Superseded values are not recommended for survey control.
 FH1079
 FH1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1079.See file dsdata.pdf to determine how the superseded data were derived.
 FH1079
 FH1079_MARKER: DS = TRIANGULATION STATION DISK
 FH1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1079_STAMPING: VICTORY 1940
 FH1079_MARK LOGO: CGS
 FH1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1079+STABILITY: SURFACE MOTION
 FH1079
 FH1079  HISTORY     - Date     Condition        Report By
 FH1079  HISTORY     - 1940     MONUMENTED       CGS
 FH1079  HISTORY     - 1960     GOOD             CGS
 FH1079
 FH1079                          STATION DESCRIPTION
 FH1079
 FH1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1079'STATION IS ABOUT 6-1/2 MILES E OF WAGONER AND 0.9 MILE W
 FH1079'OF VICTORY CHAPEL SCHOOL.  IT IS ON THE CREST OF A PARTLY
 FH1079'CULTIVATED RIDGE, 100 FEET N OF AN E-W ROAD, ON THE PROPERTY
 FH1079'OF A.B. FLEMING WHO LIVES 100 FEET W OF THE STATION.
 FH1079'
 FH1079'SURFACE, UNDERGROUND AND REFERENCE MARK NO.2 ARE STANDARD DISKS
 FH1079'SET IN CONCRETE.
 FH1079'
 FH1079'REFERENCE MARK NO.1 IS A STANDARD DISK WEDGED IN A DRILL
 FH1079'HOLE.
 FH1079'
 FH1079'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1079'
 FH1079'THE STATION MARK PROJECTS 8 INCHES AND IS STAMPED VICTORY 1940.
 FH1079'
 FH1079'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 FH1079'STATION, IN AN OPEN FIELD.  IT IS SET IN A BOULDER ABOUT 2
 FH1079'BY 3 FEET IN SIZE, THE TOP OF WHICH PROJECTS 4 INCHES, AND
 FH1079'IS STAMPED VICTORY NO.1, 1940.  REFERENCE MARK NO.2 IS ABOUT
 FH1079'2 FEET LOWER THAN THE STATION, 20 FEET N OF AN E-W ROAD, IN
 FH1079'A CLUMP OF SMALL OAK TREES.  IT PROJECTS 6 INCHES AND IS
 FH1079'STAMPED VICTORY NO.2, 1940.
 FH1079'
 FH1079'THE AZIMUTH MARK IS STAMPED VICTORY 1940, AND IS 50 FEET
 FH1079'E OF G.F. ROSENTHAFS RESIDENCE AND 10 FEET NW OF A 24-INCH
 FH1079'LOCUST TREE.  THE MARK PROJECTS 8 INCHES.  THERE IS A WHITE
 FH1079'REFERENCE POST 2 FEET S OF THE MARK.
 FH1079'
 FH1079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON PRIVATE
 FH1079'FARM ROAD FOR 0.25 MILE TO FARMHOUSE AND MARK.
 FH1079'
 FH1079'TO REACH THE STATION FROM THE COURT HOUSE IN WAGONER GO E
 FH1079'ON STATE HIGHWAY 51 FOR 6.6 MILES TO THE GRAND RIVER BRIDGE,
 FH1079'CONTINUE ON SAME ROAD FOR 1.4 MILES TO A SMALL STORE ON THE
 FH1079'N SIDE OF THE ROAD AND A GRADED ROAD LEADING N.  TURN N FOR
 FH1079'2.0 MILES, THENCE W 1.3 MILES TO THE STATION ON THE N SIDE
 FH1079'OF THE ROAD.
 FH1079'
 FH1079'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 FH1079
 FH1079                          STATION RECOVERY (1960)
 FH1079
 FH1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1079'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FH1079'THE STATION IS ABOUT 100 FEET NORTH OF AN OLD ABANDONED
 FH1079'SECTION-LINE ROAD.  THE HOUSE, THAT WAS ABOUT 100 FEET WEST
 FH1079'OF THE STATION, HAS BEEN REMOVED.  THE AZIMUTH MARK IS ABOUT
 FH1079'0.25 MILE SOUTH-SOUTHEAST OF THE STATION, ABOUT 48 FEET
 FH1079'EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN OLD VACANT HOUSE
 FH1079'AND 1 FOOT NORTH OF A SMALL TREE.  THE AZIMUTH MARK DISK
 FH1079'IS SET IN A TILE FILLED WITH CONCRETE AND PROJECTING ABOUT
 FH1079'4 INCHES.
 FH1079'
 FH1079'TO REACH THE STATION FROM WAGONER, FROM THE COURT HOUSE,
 FH1079'GO EAST ON STATE HIGHWAY 51 FOR 0.4 MILE, TURN RIGHT AND GO
 FH1079'SOUTH AND EAST ON HIGHWAY 51 FOR 7.1 MILES TO THE EAST END
 FH1079'OF THE GRAND RIVER BRIDGE, CONTINUE EAST FOR 1.25 MILES
 FH1079'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.9 MILES
 FH1079'TO FORKS, TAKE RIGHT FORK AND GO EAST AND NORTH ON MAIN ROAD
 FH1079'FOR 0.5 MILE TO ANGLING CROSSROADS, TURN LEFT AND GO WEST
 FH1079'AND SOUTHWEST FOR 1.1 MILES TO A SECTION-LINE ROAD ON RIGHT,
 FH1079'BEAR RIGHT AND GO WEST ON AN OLD SECTION-LINE ROAD FOR 0.3
 FH1079'MILE TO TOP OF RIDGE AND STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0750 ***********************************************************************
 GJ0750  DESIGNATION -  VIEW
 GJ0750  PID         -  GJ0750
 GJ0750  STATE/COUNTY-  OK/HARPER
 GJ0750  COUNTRY     -  US
 GJ0750  USGS QUAD   -  ROSSTON NW (2018)
 GJ0750
 GJ0750                         *CURRENT SURVEY CONTROL
 GJ0750  ______________________________________________________________________
 GJ0750* NAD 83(1997) POSITION- 36 55 30.29170(N) 099 57 04.03452(W)   ADJUSTED
 GJ0750* NAVD 88 ORTHO HEIGHT -   701.    (meters)     2300.    (feet) SCALED
 GJ0750  ______________________________________________________________________
 GJ0750  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 GJ0750  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 GJ0750  HORZ ORDER      -  SECOND
 GJ0750
 GJ0750.The horizontal coordinates were established by classical geodetic methods
 GJ0750.and adjusted by the National Geodetic Survey in October 1998.
 GJ0750
 GJ0750.The orthometric height was scaled from a topographic map.
 GJ0750
 GJ0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0750.GEOID18 height accuracy estimate available here.
 GJ0750
 GJ0750.Click photographs - Photos may exist for this station.
 GJ0750
 GJ0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0750
 GJ0750. The following values were computed from the NAD 83(1997) position.
 GJ0750
 GJ0750;                    North         East     Units Scale Factor Converg.
 GJ0750;SPC OK N     -   215,350.289   426,163.250   MT  1.00003274   -1 09 05.2
 GJ0750;SPC OK N     -   706,528.41  1,398,170.60   sFT  1.00003274   -1 09 05.2
 GJ0750;SPC OK S     -   400,218.785   426,033.275   MT  1.00077541   -1 06 27.0
 GJ0750;SPC OK S     - 1,313,051.13  1,397,744.17   sFT  1.00077541   -1 06 27.0
 GJ0750;UTM  14      - 4,086,983.847   415,288.972   MT  0.99968840   -0 34 17.2
 GJ0750
 GJ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0750!SPC OK N     -   0.99989428  x   1.00003274  =   0.99992702
 GJ0750!SPC OK S     -   0.99989428  x   1.00077541  =   1.00066961
 GJ0750!UTM  14      -   0.99989428  x   0.99968840  =   0.99958271
 GJ0750
 GJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1528886983(NAD 83)
 GJ0750
 GJ0750                          SUPERSEDED SURVEY CONTROL
 GJ0750
 GJ0750  NAD 83(1993)-  36 55 30.29699(N)    099 57 04.03475(W) AD(       ) 2
 GJ0750  NAD 83(1986)-  36 55 30.29156(N)    099 57 04.02961(W) AD(       ) 2
 GJ0750  NAD 27      -  36 55 30.17991(N)    099 57 02.54608(W) AD(       ) 2
 GJ0750
 GJ0750.Superseded values are not recommended for survey control.
 GJ0750
 GJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0750.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0750
 GJ0750_MARKER: B = BOLT
 GJ0750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GJ0750_MAGNETIC: P = MARKER IS A STEEL PIPE
 GJ0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0750
 GJ0750  HISTORY     - Date     Condition        Report By
 GJ0750  HISTORY     - 1970     MONUMENTED       BOR
 GJ0750
 GJ0750                          STATION DESCRIPTION
 GJ0750
 GJ0750'DESCRIBED BY US BUREAU OF RECLAMATION 1970 (JCC)
 GJ0750'MARK IS LOCATED ABOUT 19.0 MILES WEST-NORTHWEST OF BUFFALO, 8.0
 GJ0750'MILES SOUTH OF ENGLEWOOD, 7.0 MILES NORTHEAST OF GATE, 5-1/2 MILES
 GJ0750'SOUTH OF THE KANSAS-OKLAHOMA STATE LINE AND ON THE HIGHEST PART OF
 GJ0750'A PROMINENT RIDGE LOCATED IN PASTURELAND WHICH IS OWNED BY MR. COOK
 GJ0750'WHO LIVES ABOUT 3/4 MILE SOUTH OF THE STATION HILL.
 GJ0750'
 GJ0750'TO REACH FROM THE POST OFFICE IN ENGLEWOOD, GO WEST ON MAIN STREET
 GJ0750'FOR 0.05 MILE TO INTERSECTION OF U. S. HIGHWAY 283.  TURN LEFT AND
 GJ0750'GO SOUTH ON THE HIGHWAY FOR 2.4 MILES TO THE KANSAS-OKLAHOMA STATE
 GJ0750'LINE.  CONTINUE SOUTH ON THE HIGHWAY FOR 5.65 MILES TO A SIDE
 GJ0750'ROAD LEFT.  TURN LEFT AND FOLLOW PASTURE ROAD EASTERLY FOR 0.35
 GJ0750'MILES TO A CATTLEGUARD ON THE RIGHT, CONTINUE EASTERLY ON THE ROAD
 GJ0750'FOR 0.25 MILE TO A FENCE CORNER.  BEAR LEFT AND GO NORTHEAST ON VERY
 GJ0750'DIM TRACK ROAD FOR 0.05 MILE TO TRACK ROAD LEADING NORTHERLY.  BEAR
 GJ0750'LEFT AND FOLLOW TRACK ROAD NORTHERLY FOR 0.4 MILE TO THE HIGHEST
 GJ0750'PART OF THE HILL AND THE STATION.
 GJ0750'
 GJ0750'THE MARK IS A 1-INCH IRON BOLT SET IN THE TOP OF A 6-INCH METAL
 GJ0750'STOVEPIPE WHICH IS FILLED WITH CONCRETE.  THE MARK IS UNSTAMPED AND
 GJ0750'THE POINT TRAVERSED TO WAS THE TOP-CENTER OF THE IRON BOLT.  A
 GJ0750'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOLT, THE
 GJ0750'DISTANCE BEING 4.613 M. (15.13 FT.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0297 ***********************************************************************
 GG0297  DESIGNATION -  VINITA
 GG0297  PID         -  GG0297
 GG0297  STATE/COUNTY-  OK/CRAIG
 GG0297  COUNTRY     -  US
 GG0297  USGS QUAD   -  VINITA (2019)
 GG0297
 GG0297                         *CURRENT SURVEY CONTROL
 GG0297  ______________________________________________________________________
 GG0297* NAD 83(2011) POSITION- 36 38 19.41078(N) 095 09 13.85392(W)   ADJUSTED
 GG0297* NAD 83(2011) ELLIP HT-   184.075 (meters)        (11/20/23)   ADJUSTED
 GG0297* NAD 83(2011) EPOCH   -  2010.00
 GG0297* NAVD 88 ORTHO HEIGHT -   213.348 (meters)      699.96  (feet) ADJUSTED
 GG0297  ______________________________________________________________________
 GG0297  GEOID HEIGHT    -        -29.316 (meters)                     GEOID18
 GG0297  NAD 83(2011) X  -   -460,305.875 (meters)                     COMP
 GG0297  NAD 83(2011) Y  - -5,103,451.205 (meters)                     COMP
 GG0297  NAD 83(2011) Z  -  3,785,408.098 (meters)                     COMP
 GG0297  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 GG0297  DYNAMIC HEIGHT  -        213.170 (meters)      699.38  (feet) COMP
 GG0297  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 GG0297
 GG0297  VERT ORDER      -  SECOND    CLASS 0
 GG0297
 GG0297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0297  Standards:
 GG0297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0297  -------------------------------------------------------------------
 GG0297  NETWORK    0.64   1.49           0.29   0.23   0.76     -0.00924559
 GG0297  -------------------------------------------------------------------
 GG0297  Click here for local accuracies and other accuracy information.
 GG0297
 GG0297.The horizontal coordinates were established by GPS observations
 GG0297.and adjusted by the OK DEPT OF TRANSP in November 2023.
 GG0297
 GG0297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0297.been affixed to the stable North American tectonic plate. See 
 GG0297.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0297
 GG0297.The horizontal coordinates are valid at the epoch date displayed above
 GG0297.which is a decimal equivalence of Year/Month/Day.
 GG0297
 GG0297.The orthometric height was determined by differential leveling and
 GG0297.adjusted by the NATIONAL GEODETIC SURVEY
 GG0297.in June 1991.
 GG0297
 GG0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0297.GEOID18 height accuracy estimate available here.
 GG0297
 GG0297.Click photographs - Photos may exist for this station.
 GG0297
 GG0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0297
 GG0297.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0297
 GG0297.The ellipsoidal height was determined by GPS observations
 GG0297.and is referenced to NAD 83.
 GG0297
 GG0297.The dynamic height is computed by dividing the NAVD 88
 GG0297.geopotential number by the normal gravity value computed on the
 GG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0297.degrees latitude (g = 980.6199 gals.).
 GG0297
 GG0297.The modeled gravity was interpolated from observed gravity values.
 GG0297
 GG0297. The following values were computed from the NAD 83(2011) position.
 GG0297
 GG0297;                    North         East     Units Scale Factor Converg.
 GG0297;SPC OK N     -   185,555.964   854,492.493   MT  0.99997916   +1 40 46.7
 GG0297;SPC OK N     -   608,778.19  2,803,447.45   sFT  0.99997916   +1 40 46.7
 GG0297;UTM  15      - 4,056,956.658   307,443.024   MT  1.00005683   -1 17 08.7
 GG0297
 GG0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0297!SPC OK N     -   0.99997111  x   0.99997916  =   0.99995027
 GG0297!UTM  15      -   0.99997111  x   1.00005683  =   1.00002794
 GG0297
 GG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0744356956(NAD 83)
 GG0297
 GG0297                          SUPERSEDED SURVEY CONTROL
 GG0297
 GG0297  NGVD 29 (??/??/92)  213.235  (m)          699.59   (f) ADJ UNCH    2 0
 GG0297
 GG0297.Superseded values are not recommended for survey control.
 GG0297
 GG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0297.See file dsdata.pdf to determine how the superseded data were derived.
 GG0297
 GG0297_MARKER: DB = BENCH MARK DISK
 GG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0297_STAMPING: VINITA 1934
 GG0297_MARK LOGO: CGS
 GG0297_PROJECTION: RECESSED 5 CENTIMETERS
 GG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0297+STABILITY: SURFACE MOTION
 GG0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0297+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2023
 GG0297
 GG0297  HISTORY     - Date     Condition        Report By
 GG0297  HISTORY     - 1934     MONUMENTED       CGS
 GG0297  HISTORY     - 1934     GOOD             CGS
 GG0297  HISTORY     - 20031022 GOOD             OKDOT
 GG0297  HISTORY     - 20101211 GOOD             INDIV
 GG0297  HISTORY     - 20120725 GOOD             GEOCAC
 GG0297  HISTORY     - 20231017 GOOD             OKDOT
 GG0297
 GG0297                          STATION DESCRIPTION
 GG0297
 GG0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0297'IN VINITA.
 GG0297'IN THE TOWN OF VINITA, AT THE CITY HALL, 36 FEET EAST OF
 GG0297'SOUTHEAST CORNER OF CITY HALL, 24 FEET NORTH OF NORTH CURB OF
 GG0297'ILLINOIS AVENUE, BRONZE TABLET SET IN TOP OF LIMESTONE POST
 GG0297'IN SOUTHWEST CORNER OF CITY PARKS PLAZA.
 GG0297
 GG0297                          STATION RECOVERY (2003)
 GG0297
 GG0297'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2003 (GAK)
 GG0297'RECOVERED IN GOOD CONDITION.
 GG0297
 GG0297                          STATION RECOVERY (2010)
 GG0297
 GG0297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (TFC)
 GG0297'MONUMENT FOUND AS DESCRIBED, EXCEPT THAT ROAD HAS BEEN WIDENED SO
 GG0297'MEASUREMENT FROM NORTH CURB OF ROAD TO MONUMENT IS NOT 24' BUT INSTEAD
 GG0297'IS ABOUT 12'. MONUMENT IS FLUSH WITH GROUND AT SOUTHWEST CORNER OF
 GG0297'PARKING SPACE, 0.5' WEST OF END OF CURB.
 GG0297
 GG0297                          STATION RECOVERY (2012)
 GG0297
 GG0297'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0297'RECOVERED IN GOOD CONDITION.
 GG0297
 GG0297                          STATION RECOVERY (2023)
 GG0297
 GG0297'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0297'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0753 ***********************************************************************
 GG0753  DESIGNATION -  VINITA EASTERN STATE HOSP TANK
 GG0753  PID         -  GG0753
 GG0753  STATE/COUNTY-  OK/CRAIG
 GG0753  COUNTRY     -  US
 GG0753  USGS QUAD   -  VINITA NE (2019)
 GG0753
 GG0753                         *CURRENT SURVEY CONTROL
 GG0753  ______________________________________________________________________
 GG0753* NAD 83(1997) POSITION- 36 39 33.77325(N) 095 07 07.53034(W)   ADJUSTED
 GG0753  ______________________________________________________________________
 GG0753  GEOID HEIGHT    -        -29.312 (meters)                     GEOID18
 GG0753  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 GG0753  HORZ ORDER      -  THIRD
 GG0753
 GG0753.The horizontal coordinates were established by classical geodetic methods
 GG0753.and adjusted by the National Geodetic Survey in October 1998.
 GG0753
 GG0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0753.GEOID18 height accuracy estimate available here.
 GG0753
 GG0753.Click photographs - Photos may exist for this station.
 GG0753
 GG0753.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0753
 GG0753. The following values were computed from the NAD 83(1997) position.
 GG0753
 GG0753;                    North         East     Units Scale Factor Converg.
 GG0753;SPC OK N     -   187,939.702   857,561.172   MT  0.99998218   +1 42 01.3
 GG0753;SPC OK N     -   616,598.84  2,813,515.28   sFT  0.99998218   +1 42 01.3
 GG0753;UTM  15      - 4,059,178.596   310,631.137   MT  1.00004182   -1 15 55.4
 GG0753
 GG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1063159178(NAD 83)
 GG0753
 GG0753                          SUPERSEDED SURVEY CONTROL
 GG0753
 GG0753  NAD 83(1993)-  36 39 33.77454(N)    095 07 07.53051(W) AD(       ) 3
 GG0753  NAD 83(1986)-  36 39 33.79699(N)    095 07 07.51719(W) AD(       ) 3
 GG0753  NAD 27      -  36 39 33.51100(N)    095 07 06.62500(W) AD(       ) 3
 GG0753
 GG0753.Superseded values are not recommended for survey control.
 GG0753
 GG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0753.See file dsdata.pdf to determine how the superseded data were derived.
 GG0753
 GG0753_MARKER: 53 = ELEVATED TANK
 GG0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0753+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0753
 GG0753  HISTORY     - Date     Condition        Report By
 GG0753  HISTORY     - 1958     FIRST OBSERVED   CGS
 GG0753  HISTORY     - 20120725 GOOD             GEOCAC
 GG0753
 GG0753                          STATION DESCRIPTION
 GG0753
 GG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0753'THE STATION IS LOCATED ABOUT 200 FEET EAST OF BUILDING NO. 3
 GG0753'OF THE EASTERN STATE HOSPITAL, WHICH IS ABOUT 2 MILES NORTHEAST
 GG0753'OF VINITA.  THE TANK (MUSHROOM TYPE) IS SUPPORTED BY A 6-LEGGED
 GG0753'STEEL STRUCTURE, PAINTED SILVER IN COLOR AND ABOUT 120 FEET IN
 GG0753'OVERALL HEIGHT.
 GG0753'
 GG0753'POINT OBSERVED WAS TOP AND CENTER OF TANK.
 GG0753
 GG0753                          STATION RECOVERY (2012)
 GG0753
 GG0753'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0759 ***********************************************************************
 GG0759  DESIGNATION -  VINITA MUNICIPAL TANK
 GG0759  PID         -  GG0759
 GG0759  STATE/COUNTY-  OK/CRAIG
 GG0759  COUNTRY     -  US
 GG0759  USGS QUAD   -  VINITA (2019)
 GG0759
 GG0759                         *CURRENT SURVEY CONTROL
 GG0759  ______________________________________________________________________
 GG0759* NAD 83(1997) POSITION- 36 38 31.79206(N) 095 09 45.03263(W)   ADJUSTED
 GG0759  ______________________________________________________________________
 GG0759  GEOID HEIGHT    -        -29.322 (meters)                     GEOID18
 GG0759  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 GG0759  HORZ ORDER      -  THIRD
 GG0759
 GG0759.The horizontal coordinates were established by classical geodetic methods
 GG0759.and adjusted by the National Geodetic Survey in October 1998.
 GG0759
 GG0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0759.GEOID18 height accuracy estimate available here.
 GG0759
 GG0759.Click photographs - Photos may exist for this station.
 GG0759
 GG0759.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0759
 GG0759. The following values were computed from the NAD 83(1997) position.
 GG0759
 GG0759;                    North         East     Units Scale Factor Converg.
 GG0759;SPC OK N     -   185,914.781   853,707.149   MT  0.99997965   +1 40 28.3
 GG0759;SPC OK N     -   609,955.41  2,800,870.87   sFT  0.99997965   +1 40 28.3
 GG0759;UTM  15      - 4,057,355.656   306,677.234   MT  1.00006047   -1 17 27.7
 GG0759
 GG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0667757355(NAD 83)
 GG0759
 GG0759                          SUPERSEDED SURVEY CONTROL
 GG0759
 GG0759  NAD 83(1993)-  36 38 31.79362(N)    095 09 45.03309(W) AD(       ) 3
 GG0759  NAD 83(1986)-  36 38 31.81644(N)    095 09 45.01890(W) AD(       ) 3
 GG0759  NAD 27      -  36 38 31.52400(N)    095 09 44.11400(W) AD(       ) 3
 GG0759
 GG0759.Superseded values are not recommended for survey control.
 GG0759
 GG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0759.See file dsdata.pdf to determine how the superseded data were derived.
 GG0759
 GG0759_MARKER: 53 = ELEVATED TANK
 GG0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0759+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2012
 GG0759
 GG0759  HISTORY     - Date     Condition        Report By
 GG0759  HISTORY     - 1958     FIRST OBSERVED   CGS
 GG0759  HISTORY     - 20120725 GOOD             GEOCAC
 GG0759
 GG0759                          STATION DESCRIPTION
 GG0759
 GG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0759'THE STATION IS LOCATED IN THE NORTHWEST PART OF TOWN, ABOUT
 GG0759'150 FEET NORTHWEST OF THE INTERSECTION OF WEST ILLINOIS AVE.
 GG0759'AND NORTH FOREMAN STREET.  THE TANK IS SUPPORTED BY A 10-LEGGED
 GG0759'STEEL STRUCTURE 120 FEET IN OVERALL HEIGHT AND IS SILVER IN
 GG0759'COLOR.
 GG0759'
 GG0759'POINT OBSERVED WAS BALL AT APEX.
 GG0759
 GG0759                          STATION RECOVERY (2012)
 GG0759
 GG0759'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0757 ***********************************************************************
 GG0757  DESIGNATION -  VINITA RADIO STATION KVIN MAST
 GG0757  PID         -  GG0757
 GG0757  STATE/COUNTY-  OK/CRAIG
 GG0757  COUNTRY     -  US
 GG0757  USGS QUAD   -  VINITA (2019)
 GG0757
 GG0757                         *CURRENT SURVEY CONTROL
 GG0757  ______________________________________________________________________
 GG0757* NAD 83(1997) POSITION- 36 38 02.10698(N) 095 10 02.18292(W)   ADJUSTED
 GG0757  ______________________________________________________________________
 GG0757  GEOID HEIGHT    -        -29.319 (meters)                     GEOID18
 GG0757  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 GG0757  HORZ ORDER      -  THIRD
 GG0757
 GG0757.The horizontal coordinates were established by classical geodetic methods
 GG0757.and adjusted by the National Geodetic Survey in October 1998.
 GG0757
 GG0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0757.GEOID18 height accuracy estimate available here.
 GG0757
 GG0757.Click photographs - Photos may exist for this station.
 GG0757
 GG0757.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0757
 GG0757. The following values were computed from the NAD 83(1997) position.
 GG0757
 GG0757;                    North         East     Units Scale Factor Converg.
 GG0757;SPC OK N     -   184,987.701   853,308.005   MT  0.99997847   +1 40 18.2
 GG0757;SPC OK N     -   606,913.82  2,799,561.35   sFT  0.99997847   +1 40 18.2
 GG0757;UTM  15      - 4,056,450.392   306,230.627   MT  1.00006260   -1 17 37.0
 GG0757
 GG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA0623056450(NAD 83)
 GG0757
 GG0757                          SUPERSEDED SURVEY CONTROL
 GG0757
 GG0757  NAD 83(1993)-  36 38 02.10844(N)    095 10 02.18340(W) AD(       ) 3
 GG0757  NAD 83(1986)-  36 38 02.13135(N)    095 10 02.16914(W) AD(       ) 3
 GG0757  NAD 27      -  36 38 01.83700(N)    095 10 01.26300(W) AD(       ) 3
 GG0757
 GG0757.Superseded values are not recommended for survey control.
 GG0757
 GG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0757.See file dsdata.pdf to determine how the superseded data were derived.
 GG0757
 GG0757_MARKER: 42 = RADIO/TV MAST
 GG0757
 GG0757  HISTORY     - Date     Condition        Report By
 GG0757  HISTORY     - 1958     FIRST OBSERVED   CGS
 GG0757
 GG0757                          STATION DESCRIPTION
 GG0757
 GG0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0757'THE STATION IS LOCATED IN THE WEST PART OF TOWN, AT 601 SOUTH
 GG0757'FOREMAN STREET.  IT IS A STEEL STRUCTURE, PAINTED ALTERNATELY
 GG0757'RED AND WHITE, 190 FEET IN OVERALL HEIGHT.
 GG0757'
 GG0757'POINT OBSERVED WAS RED FLASHING LIGHT AT TOP AND CENTER OF MAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1046 ***********************************************************************
 EM1046  DESIGNATION -  VINSON
 EM1046  PID         -  EM1046
 EM1046  STATE/COUNTY-  OK/HARMON
 EM1046  COUNTRY     -  US
 EM1046  USGS QUAD   -  MADGE (2018)
 EM1046
 EM1046                         *CURRENT SURVEY CONTROL
 EM1046  ______________________________________________________________________
 EM1046* NAD 83(1993) POSITION- 34 54 42.74284(N) 099 53 42.69499(W)   ADJUSTED
 EM1046* NAVD 88 ORTHO HEIGHT -   602.5   (meters)     1977.    (feet) VERTCON3
 EM1046  ______________________________________________________________________
 EM1046  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 EM1046  LAPLACE CORR    -          2.17  (seconds)                    DEFLEC18
 EM1046  HORZ ORDER      -  FIRST
 EM1046
 EM1046.The horizontal coordinates were established by classical geodetic methods
 EM1046.and adjusted by the National Geodetic Survey in November 1994.
 EM1046
 EM1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1046
 EM1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1046.GEOID18 height accuracy estimate available here.
 EM1046
 EM1046.Click photographs - Photos may exist for this station.
 EM1046
 EM1046.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1046
 EM1046. The following values were computed from the NAD 83(1993) position.
 EM1046
 EM1046;                    North         East     Units Scale Factor Converg.
 EM1046;SPC OK S     -   176,724.595   426,824.456   MT  0.99995224   -1 04 32.7
 EM1046;SPC OK S     -   579,803.94  1,400,339.90   sFT  0.99995224   -1 04 32.7
 EM1046;SPC TX N     - 1,102,351.047   346,642.956   MT  0.99994962   +0 55 48.2
 EM1046;SPC TX N     - 3,616,630.06  1,137,277.76   sFT  0.99994962   +0 55 48.2
 EM1046;UTM  14      - 3,863,635.824   418,223.511   MT  0.99968242   -0 30 44.5
 EM1046
 EM1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1046!SPC OK S     -   0.99990973  x   0.99995224  =   0.99986197
 EM1046!SPC TX N     -   0.99990973  x   0.99994962  =   0.99985935
 EM1046!UTM  14      -   0.99990973  x   0.99968242  =   0.99959217
 EM1046
 EM1046:                Primary Azimuth Mark                     Grid Az
 EM1046:SPC OK S     -  VINSON AZ MK                             113 44 49.5
 EM1046:SPC TX N     -  VINSON AZ MK                             111 44 28.6
 EM1046:UTM  14      -  VINSON AZ MK                             113 11 01.3
 EM1046
 EM1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1822363635(NAD 83)
 EM1046
 EM1046|---------------------------------------------------------------------|
 EM1046| PID    Reference Object                     Distance      Geod. Az  |
 EM1046|                                                           dddmmss.s |
 EM1046| CX8919 VINSON RM 2                         403.526 METERS 0325426.9 |
 EM1046| CX8918 VINSON RM                            26.690 METERS 08720     |
 EM1046| CX8917 VINSON AZ MK                                       1124016.8 |
 EM1046| CX8920 VINSON RM 3                         181.871 METERS 25506     |
 EM1046| EN0637 WELLINGTON MUNICIPAL TANK           APPROX.29.8 KM 2584416.5 |
 EM1046| FL1948 SHAMROCK WATER TANK                 APPROX.46.6 KM 3161030.9 |
 EM1046|---------------------------------------------------------------------|
 EM1046
 EM1046                          SUPERSEDED SURVEY CONTROL
 EM1046
 EM1046  NAD 83(1986)-  34 54 42.74771(N)    099 53 42.68781(W) AD(       ) 1
 EM1046  NAD 27      -  34 54 42.55100(N)    099 53 41.31700(W) AD(       ) 1
 EM1046  USSD        -  34 54 42.49200(N)    099 53 41.69800(W) AD(       ) 3
 EM1046  NGVD 29 (07/19/86)  602.2    (m)         1976.     (f) VERT ANG       
 EM1046
 EM1046.Superseded values are not recommended for survey control.
 EM1046
 EM1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1046.See file dsdata.pdf to determine how the superseded data were derived.
 EM1046
 EM1046_MARKER: DS = TRIANGULATION STATION DISK
 EM1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1046_STAMPING: VINSON 1921
 EM1046_MARK LOGO: CGS
 EM1046_PROJECTION: FLUSH
 EM1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1046+STABILITY: SURFACE MOTION
 EM1046
 EM1046  HISTORY     - Date     Condition        Report By
 EM1046  HISTORY     - 1921     MONUMENTED       CGS
 EM1046  HISTORY     - 1927     GOOD             CGS
 EM1046  HISTORY     - 1934     GOOD             CGS
 EM1046  HISTORY     - 1936     GOOD             CGS
 EM1046  HISTORY     - 1948     GOOD             CGS
 EM1046  HISTORY     - 1958     GOOD             CGS
 EM1046  HISTORY     - 1963     GOOD             CGS
 EM1046  HISTORY     - 19700301 GOOD             USGS
 EM1046  HISTORY     - 1973     GOOD             USAF
 EM1046
 EM1046                          STATION DESCRIPTION
 EM1046
 EM1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EM1046'ONE AND ONE-HALF MILES WEST AND 3/4 MILE NORTH OF THE VINSON POST
 EM1046'OFFICE, IN THE NORTHEAST 1/4 SEC. 18, T5N, R25W, ON PROPERTY BELONGING
 EM1046'(IN 1927) TO MR. REYNOLDS AND RENTED BY J.B. SHIRLEY, ON TOP OF A HIGH
 EM1046'KNOLL ON LINE BETWEEN COTTON PATCH AND CORN PATCH, ABOUT 1/2 MILE
 EM1046'NORTHWEST OF SHIRLEYS HOUSE.
 EM1046'
 EM1046'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE.
 EM1046'
 EM1046'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE, 26.69 METERS
 EM1046'(87.6 FEET) FROM STATION, N 87 DEG 20 MIN E.
 EM1046'
 EM1046'REACHED FROM VINSON 1-1/2 MILES WEST ON HIGHWAY 9, THENCE NORTH 3/4
 EM1046'MILE TO SHIRLEYS HOUSE.
 EM1046
 EM1046                          STATION RECOVERY (1934)
 EM1046
 EM1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM1046'ORIGINAL DESCRIPTION GOOD.  R.L. OVERTON LAND OWNER.  STATION GOOD.
 EM1046'REFERENCE MARK DESTROYED, BROKEN AND LYING AT STATION.
 EM1046
 EM1046                          STATION RECOVERY (1936)
 EM1046
 EM1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (NEW)
 EM1046'STATION RECOVERED.  REFERENCE MARK HAS BEEN DESTROYED.  DISK
 EM1046'IS LYING AT TRIANGULATION STATION.
 EM1046
 EM1046                          STATION RECOVERY (1948)
 EM1046
 EM1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1046'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 EM1046'REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE
 EM1046'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 EM1046'
 EM1046'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT CULTIVATED HILL
 EM1046'ABOUT 2.0 MILES WEST-NORTHWEST OF THE VILLAGE OF VINSON AND 4.5 FEET
 EM1046'WEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 EM1046'STAMPED VINSON 1921.
 EM1046'
 EM1046'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 27.0
 EM1046'FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT SOUTH OF A
 EM1046'FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED VINSON NO 2 1948.
 EM1046'
 EM1046'REFERENCE MARK NO. 3 IS AT THE WEST EDGE OF A CULTIVATED FIELD AND 1.0
 EM1046'FOOT EAST OF FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED VINSON
 EM1046'NO 2 1948.
 EM1046'
 EM1046'AZIMUTH MARK IS 150.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 EM1046'FARM HOUSE, 23.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 1.5 FEET
 EM1046'NORTH OF A WITNESS POST, AND 1.5 FOOT WEST OF A FENCE LINE.  IT
 EM1046'PROJECTS 5 INCHES AND IS STAMPED VINSON 1948.
 EM1046'
 EM1046'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF VINSON, GO
 EM1046'WEST ON STATE HIGHWAY NO. 9 FOR 1.6 MILES, TURN RIGHT (NORTH) AND GO
 EM1046'0.6 MILE TO A FARM HOUSE ON THE LEFT, AZIMUTH MARK ON THE RIGHT,
 EM1046'CONTINUE NORTH ON GRADED ROAD FOR 0.35 MILE TO A T INTERSECTION, TURN
 EM1046'LEFT AND GO WEST FOR 0.4 MILE TO A GATE ON THE LEFT, TURN LEFT THROUGH
 EM1046'GATE AND GO SOUTH-SOUTHWEST FOR 0.25 MILE TO THE SUMMIT OF HILL AND
 EM1046'THE STATION AS DESCRIBED.
 EM1046'
 EM1046'A 4 FOOT SIGNAL AT SELF 1921 1948 IS VISIBLE AT 4 FEET.
 EM1046'
 EM1046'A 4 FOOT SIGNAL AT JESTER IS VISIBLE AT 4 FEET.
 EM1046'
 EM1046'A 74 FOOT SIGNAL AT REED IS VISIBLE AT 4 FEET.
 EM1046'
 EM1046'A 4 FOOT SIGNAL AT FRANCIS IS VISIBLE AT 4 FEET.
 EM1046'
 EM1046'A 74 FOOT SIGNAL AT KERBO IS VISIBLE AT 4 FEET.
 EM1046'
 EM1046'A 4 FOOT SIGNAL AT DAY 1923 IS VISIBLE AT 4 FEET.
 EM1046
 EM1046                          STATION RECOVERY (1958)
 EM1046
 EM1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EM1046'THE STATION MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK
 EM1046'WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 2 WAS DESTROYED
 EM1046'WHEN THE ROAD WAS IMPROVED AND THE CONCRETE WAS FOUND IN
 EM1046'THE GRADER DITCH.  THE DISK WAS REMOVED BY THIS UNIT.
 EM1046
 EM1046                          STATION RECOVERY (1963)
 EM1046
 EM1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1046'STATION AND REFERENCE MARK NUMBER THREE RECOVERED AND FOUND IN GOOD
 EM1046'CONDITION AS DESCRIBED IN THE 1948 DESCRIPTION.
 EM1046'
 EM1046'AZIMUTH MARK RECOVERED IN FAIR CONDITION, PART OF THE DIRT HAS BEEN
 EM1046'GRADED FROM ONE SIDE OF MARK LEAVING ABOUT 15 INCHES EXPOSED.
 EM1046'
 EM1046'REFERENCE MARK NUMBER TWO HAS BEEN DESTROYED.  THE 1948 DESCRIPTION TO
 EM1046'REACH IS ADEQUATE.
 EM1046
 EM1046                          STATION RECOVERY (1970)
 EM1046
 EM1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (EWB)
 EM1046'RECOVERED IN GOOD CONDITION.
 EM1046
 EM1046                          STATION RECOVERY (1973)
 EM1046
 EM1046'RECOVERY NOTE BY US AIR FORCE 1973
 EM1046'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EM1046'
 EM1046'ROUTE DESCRIPTION FOLLOWS--TO REACH STATION FROM THE POST OFFICE IN
 EM1046'THE VILLAGE OF VINSON, GO WEST ON STATE HIGHWAY NO. 9 FOR 1.6 MILES.
 EM1046'TURN RIGHT (NORTH) AND GO 0.6 MILE TO A FARM HOUSE ON THE LEFT.
 EM1046'
 EM1046'THE AZIMUTH MARK IS ON THE RIGHT.  CONTINUE NORTH ON GRADED ROAD FOR
 EM1046'0.35 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST FOR 0.4 MILE TO A
 EM1046'GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND GO SOUTHWEST FOR
 EM1046'0.25 MILE TO THE SUMMIT OF HILL AND THE STATION.
 EM1046'
 EM1046'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL AND 4.5 FEET
 EM1046'WEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 EM1046'STAMPED VINSON 1921.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0887 ***********************************************************************
 EL0887  DESIGNATION -  VIOLA
 EL0887  PID         -  EL0887
 EL0887  STATE/COUNTY-  OK/MURRAY
 EL0887  COUNTRY     -  US
 EL0887  USGS QUAD   -  DOUGHERTY (2018)
 EL0887
 EL0887                         *CURRENT SURVEY CONTROL
 EL0887  ______________________________________________________________________
 EL0887* NAD 83(1993) POSITION- 34 26 43.95780(N) 097 04 43.54973(W)   ADJUSTED
 EL0887* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 EL0887  ______________________________________________________________________
 EL0887  GEOID HEIGHT    -        -25.286 (meters)                     GEOID18
 EL0887  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 EL0887  HORZ ORDER      -  THIRD
 EL0887
 EL0887.The horizontal coordinates were established by classical geodetic methods
 EL0887.and adjusted by the National Geodetic Survey in November 1994.
 EL0887
 EL0887.The orthometric height was scaled from a topographic map.
 EL0887
 EL0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0887.GEOID18 height accuracy estimate available here.
 EL0887
 EL0887.Click photographs - Photos may exist for this station.
 EL0887
 EL0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0887
 EL0887. The following values were computed from the NAD 83(1993) position.
 EL0887
 EL0887;                    North         East     Units Scale Factor Converg.
 EL0887;SPC OK S     -   123,756.154   684,654.939   MT  0.99993886   +0 31 22.5
 EL0887;SPC OK S     -   406,023.32  2,246,238.75   sFT  0.99993886   +0 31 22.5
 EL0887;UTM  14      - 3,813,232.971   676,502.336   MT  0.99998401   +1 05 13.1
 EL0887
 EL0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0887!SPC OK S     -   0.99995106  x   0.99993886  =   0.99988992
 EL0887!UTM  14      -   0.99995106  x   0.99998401  =   0.99993507
 EL0887
 EL0887:                Primary Azimuth Mark                     Grid Az
 EL0887:SPC OK S     -  VIOLA AZ MK                              335 22 48.5
 EL0887:UTM  14      -  VIOLA AZ MK                              334 48 57.9
 EL0887
 EL0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7650213232(NAD 83)
 EL0887
 EL0887|---------------------------------------------------------------------|
 EL0887| PID    Reference Object                     Distance      Geod. Az  |
 EL0887|                                                           dddmmss.s |
 EL0887| CY2587 VIOLA RM 1                            6.836 METERS 10427     |
 EL0887| CY2586 VIOLA AZ MK                                        3355411.0 |
 EL0887| CY2588 VIOLA RM 2                            6.300 METERS 33735     |
 EL0887|---------------------------------------------------------------------|
 EL0887
 EL0887                          SUPERSEDED SURVEY CONTROL
 EL0887
 EL0887  NAD 83(1986)-  34 26 43.96286(N)    097 04 43.54115(W) AD(       ) 3
 EL0887  NAD 27      -  34 26 43.64460(N)    097 04 42.47580(W) AD(       ) 3
 EL0887
 EL0887.Superseded values are not recommended for survey control.
 EL0887
 EL0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0887.See file dsdata.pdf to determine how the superseded data were derived.
 EL0887
 EL0887_MARKER: DS = TRIANGULATION STATION DISK
 EL0887_SETTING: 66 = SET IN ROCK OUTCROP
 EL0887_STAMPING: VIOLA 1954
 EL0887_MARK LOGO: CGS
 EL0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0887+STABILITY: POSITION/ELEVATION WELL
 EL0887
 EL0887  HISTORY     - Date     Condition        Report By
 EL0887  HISTORY     - 1954     MONUMENTED       CGS
 EL0887
 EL0887                          STATION DESCRIPTION
 EL0887
 EL0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0887'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF SULPHUR,
 EL0887'ABOUT 5 MILES SOUTH SOUTHEAST OF DAVIS AND ABOUT 1-1/2 MILES
 EL0887'EAST SOUTHEAST OF THE RAYFORD QUARRY ON THE SUMMIT OF A LOW
 EL0887'RIDGE THAT EXTENDS NORTHWEST-SOUTHEAST.  THE STATION MARK
 EL0887'IS SET IN OUTCROPPING BEDROCK 8 FEET SOUTH OF A CAIRN AND
 EL0887'IS STAMPED VIOLA 1954.
 EL0887'
 EL0887'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE CAIRN AND
 EL0887'IS STAMPED VIOLA NO 1 1954.
 EL0887'
 EL0887'REFERENCE MARK NO. 2 IS 14 FEET NORTHWEST OF THE CAIRN AND ABOUT
 EL0887'1-1/2 FEET BELOW STATION ELEVATION.  IT IS STAMPED VIOLA NO 2
 EL0887'1954.
 EL0887'
 EL0887'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 38.55 FEET.
 EL0887'
 EL0887'THE AZIMUTH MARK IS 61 FEET NORTHWEST OF A ROAD FORKS, 2 FEET
 EL0887'SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 EL0887'LINE.  IT PROJECTS 6 INCHES AND IS STAMPED VIOLA 1954.
 EL0887'
 EL0887'TO REACH THE STATION FROM THE DAVIS RAILROAD DEPOT GO EAST
 EL0887'ON U.S. HIGHWAY 77 AND STATE HIGHWAY 7 FOR 0.1 MILE TO THEIR
 EL0887'JUNCTION, CONTINUE EAST ON STATE HIGHWAY 7 FOR 1.7 MILES TO
 EL0887'THE JUNCTION WITH STATE HIGHWAY 7C, TURN RIGHT AND GO SOUTHERLY
 EL0887'ON STATE HIGHWAY 7C FOR 4.0 MILES TO A FORKS AND THE AZIMUTH
 EL0887'MARK ON THE RIGHT.  TAKE LEFT FORK AND GO SOUTHEASTERLY FOR
 EL0887'0.65 MILE TO A GATE AND DRIVEWAY INTO A PASTURE ON THE RIGHT,
 EL0887'TURN RIGHT PASSING THRU GATE AND GO UPHILL FOR 0.2 MILE TO
 EL0887'A FORK, TAKE RIGHT FORK AND GO ABOUT 85 YARDS TO AN OPENING
 EL0887'IN THE TREES AND A DIM TRACK ROAD RIGHT, TURN RIGHT UPHILL
 EL0887'AND FOLLOW THE CREST OF THE RIDGE FOR 0.4 MILE TO THE
 EL0887'CAIRN, STATION AND REFERENCE MARKS AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0520 ***********************************************************************
 GH0520  DESIGNATION -  W
 GH0520  PID         -  GH0520
 GH0520  STATE/COUNTY-  OK/GRANT
 GH0520  COUNTRY     -  US
 GH0520  USGS QUAD   -  WAKITA (2018)
 GH0520
 GH0520                         *CURRENT SURVEY CONTROL
 GH0520  ______________________________________________________________________
 GH0520* NAD 83(1986) POSITION- 36 53 00.     (N) 097 55 21.     (W)   SCALED
 GH0520* NAVD 88 ORTHO HEIGHT -   360.418 (meters)     1182.47  (feet) ADJUSTED
 GH0520  ______________________________________________________________________
 GH0520  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 GH0520  DYNAMIC HEIGHT  -        360.120 (meters)     1181.49  (feet) COMP
 GH0520  MODELED GRAVITY -    979,795.7   (mgal)                       NAVD 88
 GH0520
 GH0520  VERT ORDER      -  FIRST     CLASS II
 GH0520
 GH0520.The horizontal coordinates were scaled from a map and have
 GH0520.an estimated accuracy of +/- 6 seconds.
 GH0520
 GH0520.The orthometric height was determined by differential leveling and
 GH0520.adjusted by the NATIONAL GEODETIC SURVEY
 GH0520.in June 1991.
 GH0520
 GH0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0520.GEOID18 height accuracy estimate available here.
 GH0520
 GH0520.Click photographs - Photos may exist for this station.
 GH0520
 GH0520.The dynamic height is computed by dividing the NAVD 88
 GH0520.geopotential number by the normal gravity value computed on the
 GH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0520.degrees latitude (g = 980.6199 gals.).
 GH0520
 GH0520.The modeled gravity was interpolated from observed gravity values.
 GH0520
 GH0520;                    North         East    Units  Estimated Accuracy
 GH0520;SPC OK N     -   208,970.      606,910.      MT  (+/- 180 meters Scaled)
 GH0520
 GH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF960824(NAD 83)
 GH0520
 GH0520                          SUPERSEDED SURVEY CONTROL
 GH0520
 GH0520  NGVD 29 (??/??/92)  360.306  (m)         1182.10   (f) ADJ UNCH    1 2
 GH0520
 GH0520.Superseded values are not recommended for survey control.
 GH0520
 GH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0520.See file dsdata.pdf to determine how the superseded data were derived.
 GH0520
 GH0520_MARKER: X = CHISELED CROSS
 GH0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0520_SP_SET: BUILDING
 GH0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0520
 GH0520  HISTORY     - Date     Condition        Report By
 GH0520  HISTORY     - 1902     MONUMENTED       CGS
 GH0520  HISTORY     - 1953     GOOD             CGS
 GH0520  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0520
 GH0520                          STATION DESCRIPTION
 GH0520
 GH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0520'AT WAKITA.
 GH0520'AT WAKITA, AT THE FUSS FOOD STORE WHICH WAS THE OLD MASONIC
 GH0520'HALL, ON THE NORTH SIDE OF MAIN STREET, AT THE SOUTHEAST CORNER
 GH0520'OF THE BUILDING, 4 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN
 GH0520'THE CENTER OF THE SOUTH SIDE OF THE EAST COLUMN OF THE BUILDING.
 GH0520
 GH0520                          STATION RECOVERY (1985)
 GH0520
 GH0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0520'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 GH0520'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0785 ***********************************************************************
 FJ0785  DESIGNATION -  W
 FJ0785  PID         -  FJ0785
 FJ0785  STATE/COUNTY-  OK/GRADY
 FJ0785  COUNTRY     -  US
 FJ0785  USGS QUAD   -  CHICKASHA (2018)
 FJ0785
 FJ0785                         *CURRENT SURVEY CONTROL
 FJ0785  ______________________________________________________________________
 FJ0785* NAD 83(1986) POSITION- 35 05 07.     (N) 097 57 35.     (W)   SCALED
 FJ0785* NAVD 88 ORTHO HEIGHT -   338.956 (meters)     1112.06  (feet) ADJUSTED
 FJ0785  ______________________________________________________________________
 FJ0785  GEOID HEIGHT    -        -26.572 (meters)                     GEOID18
 FJ0785  DYNAMIC HEIGHT  -        338.620 (meters)     1110.96  (feet) COMP
 FJ0785  MODELED GRAVITY -    979,634.0   (mgal)                       NAVD 88
 FJ0785
 FJ0785  VERT ORDER      -  FIRST     CLASS II
 FJ0785
 FJ0785.The horizontal coordinates were scaled from a map and have
 FJ0785.an estimated accuracy of +/- 6 seconds.
 FJ0785
 FJ0785.The orthometric height was determined by differential leveling and
 FJ0785.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0785.in June 1991.
 FJ0785
 FJ0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0785.GEOID18 height accuracy estimate available here.
 FJ0785
 FJ0785.Click photographs - Photos may exist for this station.
 FJ0785
 FJ0785.The dynamic height is computed by dividing the NAVD 88
 FJ0785.geopotential number by the normal gravity value computed on the
 FJ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0785.degrees latitude (g = 980.6199 gals.).
 FJ0785
 FJ0785.The modeled gravity was interpolated from observed gravity values.
 FJ0785
 FJ0785;                    North         East    Units  Estimated Accuracy
 FJ0785;SPC OK S     -   194,340.      603,670.      MT  (+/- 180 meters Scaled)
 FJ0785
 FJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND948829(NAD 83)
 FJ0785
 FJ0785                          SUPERSEDED SURVEY CONTROL
 FJ0785
 FJ0785.No superseded survey control is available for this station.
 FJ0785
 FJ0785_MARKER: DD = SURVEY DISK
 FJ0785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0785_SP_SET: BRIDGE ABUTMENT
 FJ0785_STAMPING: W
 FJ0785_MARK LOGO: OKDH
 FJ0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0785
 FJ0785  HISTORY     - Date     Condition        Report By
 FJ0785  HISTORY     - UNK      MONUMENTED       OKDH
 FJ0785  HISTORY     - 1986     GOOD             NGS
 FJ0785
 FJ0785                          STATION DESCRIPTION
 FJ0785
 FJ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0785'5.6 KM (3.5 MI) NORTH FROM CHICKASHA.
 FJ0785'5.6 KM (3.5 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0785'BUILDING IN CHICKASHA, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 FJ0785'A HIGHWAY BRIDGE SPANNING THE WASHITA RIVER, 7.5 M (24.6 FT) EAST OF
 FJ0785'THE CENTERLINE OF THE HIGHWAY, AND 3.7 M (12.1 FT) NORTH OF THE SOUTH
 FJ0785'END OF THE BRIDGE GUARDRAIL.
 FJ0785'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0211 ***********************************************************************
 GK0211  DESIGNATION -  W 10
 GK0211  PID         -  GK0211
 GK0211  STATE/COUNTY-  OK/BEAVER
 GK0211  COUNTRY     -  US
 GK0211  USGS QUAD   -  RED HORSE CREEK (2018)
 GK0211
 GK0211                         *CURRENT SURVEY CONTROL
 GK0211  ______________________________________________________________________
 GK0211* NAD 83(1986) POSITION- 36 42 53.     (N) 100 52 58.     (W)   SCALED
 GK0211* NAVD 88 ORTHO HEIGHT -   781.147 (meters)     2562.81  (feet) ADJUSTED
 GK0211  ______________________________________________________________________
 GK0211  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 GK0211  DYNAMIC HEIGHT  -        780.364 (meters)     2560.24  (feet) COMP
 GK0211  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 GK0211
 GK0211  VERT ORDER      -  FIRST     CLASS II
 GK0211
 GK0211.The horizontal coordinates were scaled from a map and have
 GK0211.an estimated accuracy of +/- 6 seconds.
 GK0211
 GK0211.The orthometric height was determined by differential leveling and
 GK0211.adjusted by the NATIONAL GEODETIC SURVEY
 GK0211.in June 1991.
 GK0211
 GK0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0211.GEOID18 height accuracy estimate available here.
 GK0211
 GK0211.Click photographs - Photos may exist for this station.
 GK0211
 GK0211.The dynamic height is computed by dividing the NAVD 88
 GK0211.geopotential number by the normal gravity value computed on the
 GK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0211.degrees latitude (g = 980.6199 gals.).
 GK0211
 GK0211.The modeled gravity was interpolated from observed gravity values.
 GK0211
 GK0211;                    North         East    Units  Estimated Accuracy
 GK0211;SPC OK N     -   194,080.      342,480.      MT  (+/- 180 meters Scaled)
 GK0211
 GK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF318648(NAD 83)
 GK0211
 GK0211                          SUPERSEDED SURVEY CONTROL
 GK0211
 GK0211  NGVD 29 (??/??/92)  780.787  (m)         2561.63   (f) ADJ UNCH    1 2
 GK0211
 GK0211.Superseded values are not recommended for survey control.
 GK0211
 GK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0211.See file dsdata.pdf to determine how the superseded data were derived.
 GK0211
 GK0211_MARKER: DB = BENCH MARK DISK
 GK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0211_STAMPING: W 10 1934
 GK0211_MARK LOGO: CGS
 GK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0211+STABILITY: SURFACE MOTION
 GK0211
 GK0211  HISTORY     - Date     Condition        Report By
 GK0211  HISTORY     - 1934     MONUMENTED       CGS
 GK0211  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0211
 GK0211                          STATION DESCRIPTION
 GK0211
 GK0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0211'25.7 MI S FROM LIBERAL, KS.
 GK0211'10.2 MILES SOUTH OF JUNCTION U.S. HIGHWAY 83 AND U.S. 64 525 FEET
 GK0211'NORTH OF THE NORTH END OF HIGHWAY BRIDGE OVER PALODURO RIVER.  39 FEET
 GK0211'WEST OF THE CENTERLINE OF U.S. HIGHWAY 83.  3 FEET NORTHWEST OF THE
 GK0211'SECTION LINE FENCE CORNER.
 GK0211
 GK0211                          STATION RECOVERY (1965)
 GK0211
 GK0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0489 ***********************************************************************
 EK0489  DESIGNATION -  W 100
 EK0489  PID         -  EK0489
 EK0489  STATE/COUNTY-  OK/PUSHMATAHA
 EK0489  COUNTRY     -  US
 EK0489  USGS QUAD   -  CLOUDY (2019)
 EK0489
 EK0489                         *CURRENT SURVEY CONTROL
 EK0489  ______________________________________________________________________
 EK0489* NAD 83(1986) POSITION- 34 15 33.     (N) 095 20 54.     (W)   SCALED
 EK0489* NAVD 88 ORTHO HEIGHT -   206.915 (meters)      678.85  (feet) ADJUSTED
 EK0489  ______________________________________________________________________
 EK0489  GEOID HEIGHT    -        -30.593 (meters)                     GEOID18
 EK0489  DYNAMIC HEIGHT  -        206.688 (meters)      678.11  (feet) COMP
 EK0489  MODELED GRAVITY -    979,531.1   (mgal)                       NAVD 88
 EK0489
 EK0489  VERT ORDER      -  SECOND    CLASS 0
 EK0489
 EK0489.The horizontal coordinates were scaled from a map and have
 EK0489.an estimated accuracy of +/- 6 seconds.
 EK0489
 EK0489.The orthometric height was determined by differential leveling and
 EK0489.adjusted by the NATIONAL GEODETIC SURVEY
 EK0489.in June 1991.
 EK0489
 EK0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0489.GEOID18 height accuracy estimate available here.
 EK0489
 EK0489.Click photographs - Photos may exist for this station.
 EK0489
 EK0489.The dynamic height is computed by dividing the NAVD 88
 EK0489.geopotential number by the normal gravity value computed on the
 EK0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0489.degrees latitude (g = 980.6199 gals.).
 EK0489
 EK0489.The modeled gravity was interpolated from observed gravity values.
 EK0489
 EK0489;                    North         East    Units  Estimated Accuracy
 EK0489;SPC OK S     -   105,900.      844,190.      MT  (+/- 180 meters Scaled)
 EK0489
 EK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT837933(NAD 83)
 EK0489
 EK0489                          SUPERSEDED SURVEY CONTROL
 EK0489
 EK0489  NGVD 29 (??/??/92)  206.836  (m)          678.59   (f) ADJ UNCH    2 0
 EK0489
 EK0489.Superseded values are not recommended for survey control.
 EK0489
 EK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0489.See file dsdata.pdf to determine how the superseded data were derived.
 EK0489
 EK0489_MARKER: DB = BENCH MARK DISK
 EK0489_SETTING: 66 = SET IN ROCK OUTCROP
 EK0489_STAMPING: W 100 1960
 EK0489_MARK LOGO: CGS
 EK0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0489+STABILITY: POSITION/ELEVATION WELL
 EK0489
 EK0489  HISTORY     - Date     Condition        Report By
 EK0489  HISTORY     - 1960     MONUMENTED       CGS
 EK0489
 EK0489                          STATION DESCRIPTION
 EK0489
 EK0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0489'6.2 MI NE FROM RATTAN.
 EK0489'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAYS 3 AND 7 FROM THE POST
 EK0489'OFFICE AT RATTAN, THENCE 5.7 MILES NORTHEAST ALONG A GRAVELED
 EK0489'ROAD, ALSO 5.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE
 EK0489'POST OFFICE AT CLOUDY, IN SECTION 29, R 19 E, T 3 S, ABOUT 300
 EK0489'FEET WEST OF A FARMHOUSE SET IN THE TOP OF A ROCK OUTCROP WHICH
 EK0489'PROJECTS 4 INCHES ABOVE THE GROUND, 68 FEET NORTHWEST OF THE
 EK0489'CENTER LINE OF THE ROAD, 49 FEET NORTHWEST OF A FENCE, AND ABOUT
 EK0489'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0481 ***********************************************************************
 FK0481  DESIGNATION -  W 103
 FK0481  PID         -  FK0481
 FK0481  STATE/COUNTY-  OK/ROGER MILLS
 FK0481  COUNTRY     -  US
 FK0481  USGS QUAD   -  CHEYENNE NW (2018)
 FK0481
 FK0481                         *CURRENT SURVEY CONTROL
 FK0481  ______________________________________________________________________
 FK0481* NAD 83(1986) POSITION- 35 38 19.     (N) 099 44 08.     (W)   SCALED
 FK0481* NAVD 88 ORTHO HEIGHT -   600.272 (meters)     1969.39  (feet) ADJUSTED
 FK0481  ______________________________________________________________________
 FK0481  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 FK0481  DYNAMIC HEIGHT  -        599.640 (meters)     1967.32  (feet) COMP
 FK0481  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 FK0481
 FK0481  VERT ORDER      -  SECOND    CLASS 0
 FK0481
 FK0481.The horizontal coordinates were scaled from a map and have
 FK0481.an estimated accuracy of +/- 6 seconds.
 FK0481
 FK0481.The orthometric height was determined by differential leveling and
 FK0481.adjusted by the NATIONAL GEODETIC SURVEY
 FK0481.in June 1991.
 FK0481
 FK0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0481.GEOID18 height accuracy estimate available here.
 FK0481
 FK0481.Click photographs - Photos may exist for this station.
 FK0481
 FK0481.The dynamic height is computed by dividing the NAVD 88
 FK0481.geopotential number by the normal gravity value computed on the
 FK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0481.degrees latitude (g = 980.6199 gals.).
 FK0481
 FK0481.The modeled gravity was interpolated from observed gravity values.
 FK0481
 FK0481;                    North         East    Units  Estimated Accuracy
 FK0481;SPC OK N     -    72,260.      442,820.      MT  (+/- 180 meters Scaled)
 FK0481
 FK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME334441(NAD 83)
 FK0481
 FK0481                          SUPERSEDED SURVEY CONTROL
 FK0481
 FK0481  NGVD 29 (??/??/92)  599.988  (m)         1968.46   (f) ADJ UNCH    2 0
 FK0481
 FK0481.Superseded values are not recommended for survey control.
 FK0481
 FK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0481.See file dsdata.pdf to determine how the superseded data were derived.
 FK0481
 FK0481_MARKER: DB = BENCH MARK DISK
 FK0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0481_STAMPING: W 103 1934
 FK0481_MARK LOGO: CGS
 FK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0481+STABILITY: SURFACE MOTION
 FK0481
 FK0481  HISTORY     - Date     Condition        Report By
 FK0481  HISTORY     - 1934     MONUMENTED       CGS
 FK0481  HISTORY     - 19870506 MARK NOT FOUND   USPSQD
 FK0481
 FK0481                          STATION DESCRIPTION
 FK0481
 FK0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0481'4.8 MI NW FROM CHEYENNE.
 FK0481'4.8 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0481'400 FEET SOUTH OF MILEPOST 76, 90 FEET EAST OF NEAREST RAIL OF
 FK0481'PANHANDLE AND SANTA FE TRACK, 36 FEET SOUTH OF CENTER LINE OF
 FK0481'SECTION LINE ROAD, 7 FEET WEST OF CORNER OF FENCE LINE, AND ON
 FK0481'OUTSIDE OF FENCE.
 FK0481
 FK0481                          STATION RECOVERY (1987)
 FK0481
 FK0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0481'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0467 ***********************************************************************
 FK0467  DESIGNATION -  W 104
 FK0467  PID         -  FK0467
 FK0467  STATE/COUNTY-  OK/ROGER MILLS
 FK0467  COUNTRY     -  US
 FK0467  USGS QUAD   -  ROLL (2018)
 FK0467
 FK0467                         *CURRENT SURVEY CONTROL
 FK0467  ______________________________________________________________________
 FK0467* NAD 83(1986) POSITION- 35 49 53.76   (N) 099 43 47.71   (W)   HD_HELD1
 FK0467* NAVD 88 ORTHO HEIGHT -   670.469 (meters)     2199.70  (feet) ADJUSTED
 FK0467  ______________________________________________________________________
 FK0467  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 FK0467  DYNAMIC HEIGHT  -        669.766 (meters)     2197.39  (feet) COMP
 FK0467  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 FK0467
 FK0467  VERT ORDER      -  SECOND    CLASS 0
 FK0467
 FK0467.The horizontal coordinates were determined by differentially corrected
 FK0467.hand held GPS observations or other comparable positioning techniques
 FK0467.and have an estimated accuracy of +/- 3 meters.
 FK0467
 FK0467.The orthometric height was determined by differential leveling and
 FK0467.adjusted by the NATIONAL GEODETIC SURVEY
 FK0467.in June 1991.
 FK0467
 FK0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0467.GEOID18 height accuracy estimate available here.
 FK0467
 FK0467.Click photographs - Photos may exist for this station.
 FK0467
 FK0467.The dynamic height is computed by dividing the NAVD 88
 FK0467.geopotential number by the normal gravity value computed on the
 FK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0467.degrees latitude (g = 980.6199 gals.).
 FK0467
 FK0467.The modeled gravity was interpolated from observed gravity values.
 FK0467
 FK0467;                    North         East    Units  Estimated Accuracy
 FK0467;SPC OK N     -    93,660.6     443,707.3     MT  (+/- 3 meters HH1 GPS) 
 FK0467
 FK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME3407365516(NAD 83)
 FK0467
 FK0467                          SUPERSEDED SURVEY CONTROL
 FK0467
 FK0467  NGVD 29 (??/??/92)  670.168  (m)         2198.71   (f) ADJ UNCH    2 0
 FK0467
 FK0467.Superseded values are not recommended for survey control.
 FK0467
 FK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0467.See file dsdata.pdf to determine how the superseded data were derived.
 FK0467
 FK0467_MARKER: DB = BENCH MARK DISK
 FK0467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0467_SP_SET: CULVERT HEADWALL
 FK0467_STAMPING: W 104 1934
 FK0467_MARK LOGO: CGS
 FK0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0467+STABILITY: SURFACE MOTION
 FK0467
 FK0467  HISTORY     - Date     Condition        Report By
 FK0467  HISTORY     - 1934     MONUMENTED       CGS
 FK0467  HISTORY     - 19950913 GOOD             OKDOT
 FK0467
 FK0467                          STATION DESCRIPTION
 FK0467
 FK0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0467'16 MI NW FROM CHEYENNE.
 FK0467'16.0 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0467'19 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 283, ON SOUTH END
 FK0467'OF WEST HEADWALL OF CONCRETE CULVERT.
 FK0467
 FK0467                          STATION RECOVERY (1995)
 FK0467
 FK0467'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0467'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0358 ***********************************************************************
 GJ0358  DESIGNATION -  W 105
 GJ0358  PID         -  GJ0358
 GJ0358  STATE/COUNTY-  OK/ELLIS
 GJ0358  COUNTRY     -  US
 GJ0358  USGS QUAD   -  SHATTUCK (2018)
 GJ0358
 GJ0358                         *CURRENT SURVEY CONTROL
 GJ0358  ______________________________________________________________________
 GJ0358* NAD 83(1986) POSITION- 36 18 15.     (N) 099 56 15.     (W)   SCALED
 GJ0358* NAVD 88 ORTHO HEIGHT -   685.542 (meters)     2249.15  (feet) ADJUSTED
 GJ0358  ______________________________________________________________________
 GJ0358  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 GJ0358  DYNAMIC HEIGHT  -        684.852 (meters)     2246.89  (feet) COMP
 GJ0358  MODELED GRAVITY -    979,603.9   (mgal)                       NAVD 88
 GJ0358
 GJ0358  VERT ORDER      -  SECOND    CLASS 0
 GJ0358
 GJ0358.The horizontal coordinates were scaled from a map and have
 GJ0358.an estimated accuracy of +/- 6 seconds.
 GJ0358
 GJ0358.The orthometric height was determined by differential leveling and
 GJ0358.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0358.in June 1991.
 GJ0358
 GJ0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0358.GEOID18 height accuracy estimate available here.
 GJ0358
 GJ0358.Click photographs - Photos may exist for this station.
 GJ0358
 GJ0358.The dynamic height is computed by dividing the NAVD 88
 GJ0358.geopotential number by the normal gravity value computed on the
 GJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0358.degrees latitude (g = 980.6199 gals.).
 GJ0358
 GJ0358.The modeled gravity was interpolated from observed gravity values.
 GJ0358
 GJ0358;                    North         East    Units  Estimated Accuracy
 GJ0358;SPC OK N     -   146,440.      426,000.      MT  (+/- 180 meters Scaled)
 GJ0358
 GJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF158180(NAD 83)
 GJ0358
 GJ0358                          SUPERSEDED SURVEY CONTROL
 GJ0358
 GJ0358  NGVD 29 (??/??/92)  685.242  (m)         2248.16   (f) ADJ UNCH    2 0
 GJ0358
 GJ0358.Superseded values are not recommended for survey control.
 GJ0358
 GJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0358.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0358
 GJ0358_MARKER: DB = BENCH MARK DISK
 GJ0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0358_SP_SET: CULVERT HEADWALL
 GJ0358_STAMPING: W 105 1934
 GJ0358_MARK LOGO: CGS
 GJ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0358+STABILITY: SURFACE MOTION
 GJ0358
 GJ0358  HISTORY     - Date     Condition        Report By
 GJ0358  HISTORY     - 1934     MONUMENTED       CGS
 GJ0358
 GJ0358                          STATION DESCRIPTION
 GJ0358
 GJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0358'4.2 MI NW FROM SHATTUCK.
 GJ0358'42 MILES NORTHWEST OF SHATTUCK P. AND SF. RR. STATION 20 FEET
 GJ0358'NORTHWEST OF NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, IN
 GJ0358'CEMENT CULVERT PASSING UNDER BOTH ROAD AND TRACK, CULVERT 3 B.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0386 ***********************************************************************
 GJ0386  DESIGNATION -  W 106
 GJ0386  PID         -  GJ0386
 GJ0386  STATE/COUNTY-  OK/HARPER
 GJ0386  COUNTRY     -  US
 GJ0386  USGS QUAD   -  ROSSTON (2018)
 GJ0386
 GJ0386                         *CURRENT SURVEY CONTROL
 GJ0386  ______________________________________________________________________
 GJ0386* NAD 83(1986) POSITION- 36 49 39.     (N) 099 57 44.     (W)   SCALED
 GJ0386* NAVD 88 ORTHO HEIGHT -   659.888 (meters)     2164.98  (feet) ADJUSTED
 GJ0386  ______________________________________________________________________
 GJ0386  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 GJ0386  DYNAMIC HEIGHT  -        659.270 (meters)     2162.96  (feet) COMP
 GJ0386  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 GJ0386
 GJ0386  VERT ORDER      -  SECOND    CLASS 0
 GJ0386
 GJ0386.The horizontal coordinates were scaled from a map and have
 GJ0386.an estimated accuracy of +/- 6 seconds.
 GJ0386
 GJ0386.The orthometric height was determined by differential leveling and
 GJ0386.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0386.in June 1991.
 GJ0386
 GJ0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0386.GEOID18 height accuracy estimate available here.
 GJ0386
 GJ0386.Click photographs - Photos may exist for this station.
 GJ0386
 GJ0386.The dynamic height is computed by dividing the NAVD 88
 GJ0386.geopotential number by the normal gravity value computed on the
 GJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0386.degrees latitude (g = 980.6199 gals.).
 GJ0386
 GJ0386.The modeled gravity was interpolated from observed gravity values.
 GJ0386
 GJ0386;                    North         East    Units  Estimated Accuracy
 GJ0386;SPC OK N     -   204,540.      424,960.      MT  (+/- 180 meters Scaled)
 GJ0386
 GJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF141761(NAD 83)
 GJ0386
 GJ0386                          SUPERSEDED SURVEY CONTROL
 GJ0386
 GJ0386  NGVD 29 (??/??/92)  659.605  (m)         2164.05   (f) ADJ UNCH    2 0
 GJ0386
 GJ0386.Superseded values are not recommended for survey control.
 GJ0386
 GJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0386.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0386
 GJ0386_MARKER: DB = BENCH MARK DISK
 GJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0386_STAMPING: W 106 1934
 GJ0386_MARK LOGO: CGS
 GJ0386_PROJECTION: FLUSH
 GJ0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0386+STABILITY: SURFACE MOTION
 GJ0386
 GJ0386  HISTORY     - Date     Condition        Report By
 GJ0386  HISTORY     - 1934     MONUMENTED       CGS
 GJ0386  HISTORY     - 19980504 GOOD             OKDOT
 GJ0386
 GJ0386                          STATION DESCRIPTION
 GJ0386
 GJ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0386'1.9 MI NW FROM ROSSTON.
 GJ0386'0.28 MILE NORTHWEST OF MILEPOLE 266.  42 FEET SOUTHWEST OF
 GJ0386'NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  21 FEET
 GJ0386'EAST OF CENTER LINE OF SECTION LINE ROAD CROSSING TRACK.
 GJ0386
 GJ0386                          STATION RECOVERY (1998)
 GJ0386
 GJ0386'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GJ0386'LOCATED AT THE JUNCTION OF US 64 AND US 283 WEST OF ROSSTON.  THE MARK
 GJ0386'IS 175 FEET (53.3 M) SOUTH OF THE CENTERLINE OF US 64, 5 FEET (1.5 M)
 GJ0386'EAST OF THE PROJECTED CENTERLINE OF US 283, 42 FEET (12.8 M) EAST OF A
 GJ0386'NORTH-SOUTH FENCE LINE, 33 FEET (10.1 M) SOUTH OF THE SOUTH HIGHWAY
 GJ0386'RIGHT-OF-WAY FENCE, ALONG AN ABANDONED RAILROAD BED, 34 FEET (10.4 M)
 GJ0386'SOUTH OF A STEEL OKDOT WITNESS POST, 1 FOOT (0.3 M) NORTH OF A STEEL
 GJ0386'USC AND GS WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 GJ0386'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0227 ***********************************************************************
 GK0227  DESIGNATION -  W 107
 GK0227  PID         -  GK0227
 GK0227  STATE/COUNTY-  OK/BEAVER
 GK0227  COUNTRY     -  US
 GK0227  USGS QUAD   -  FLORIS (2018)
 GK0227
 GK0227                         *CURRENT SURVEY CONTROL
 GK0227  ______________________________________________________________________
 GK0227* NAD 83(1986) POSITION- 36 52 13.     (N) 100 40 27.     (W)   SCALED
 GK0227* NAVD 88 ORTHO HEIGHT -   802.516 (meters)     2632.92  (feet) ADJUSTED
 GK0227  ______________________________________________________________________
 GK0227  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 GK0227  DYNAMIC HEIGHT  -        801.729 (meters)     2630.34  (feet) COMP
 GK0227  MODELED GRAVITY -    979,624.7   (mgal)                       NAVD 88
 GK0227
 GK0227  VERT ORDER      -  SECOND    CLASS 0
 GK0227
 GK0227.The horizontal coordinates were scaled from a map and have
 GK0227.an estimated accuracy of +/- 6 seconds.
 GK0227
 GK0227.The orthometric height was determined by differential leveling and
 GK0227.adjusted by the NATIONAL GEODETIC SURVEY
 GK0227.in June 1991.
 GK0227
 GK0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0227.GEOID18 height accuracy estimate available here.
 GK0227
 GK0227.Click photographs - Photos may exist for this station.
 GK0227
 GK0227.The dynamic height is computed by dividing the NAVD 88
 GK0227.geopotential number by the normal gravity value computed on the
 GK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0227.degrees latitude (g = 980.6199 gals.).
 GK0227
 GK0227.The modeled gravity was interpolated from observed gravity values.
 GK0227
 GK0227;                    North         East    Units  Estimated Accuracy
 GK0227;SPC OK N     -   210,810.      361,590.      MT  (+/- 180 meters Scaled)
 GK0227
 GK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF507817(NAD 83)
 GK0227
 GK0227                          SUPERSEDED SURVEY CONTROL
 GK0227
 GK0227  NGVD 29 (??/??/92)  802.172  (m)         2631.79   (f) ADJ UNCH    2 0
 GK0227
 GK0227.Superseded values are not recommended for survey control.
 GK0227
 GK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0227.See file dsdata.pdf to determine how the superseded data were derived.
 GK0227
 GK0227_MARKER: DB = BENCH MARK DISK
 GK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0227_STAMPING: W 107 1934
 GK0227_MARK LOGO: CGS
 GK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0227+STABILITY: SURFACE MOTION
 GK0227
 GK0227  HISTORY     - Date     Condition        Report By
 GK0227  HISTORY     - 1934     MONUMENTED       CGS
 GK0227  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0227
 GK0227                          STATION DESCRIPTION
 GK0227
 GK0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0227'8.8 MI W FROM FORGAN.
 GK0227'8.8 MILES WEST OF FORGAN M. K. T. RR. STATION 120 FEET SOUTHWEST OF
 GK0227'14TH POST WEST OF MILEPOST 15, 45 FEET SOUTH OF NEAREST RAIL OF BEAVER
 GK0227'MEADE AND ENGLEWOOD RAILROAD TRACK, 30 FEET EAST OF CENTER LINE OF
 GK0227'ROAD, IN SOUTHWEST CORNER OF SECTION LINE AND RAILROAD LINE.
 GK0227
 GK0227                          STATION RECOVERY (1973)
 GK0227
 GK0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0227'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0215 ***********************************************************************
 GJ0215  DESIGNATION -  W 109
 GJ0215  PID         -  GJ0215
 GJ0215  STATE/COUNTY-  OK/WOODS
 GJ0215  COUNTRY     -  US
 GJ0215  USGS QUAD   -  EDITH (2018)
 GJ0215
 GJ0215                         *CURRENT SURVEY CONTROL
 GJ0215  ______________________________________________________________________
 GJ0215* NAD 83(1986) POSITION- 36 50 29.     (N) 099 12 19.     (W)   SCALED
 GJ0215* NAVD 88 ORTHO HEIGHT -   512.796 (meters)     1682.40  (feet) ADJUSTED
 GJ0215  ______________________________________________________________________
 GJ0215  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 GJ0215  DYNAMIC HEIGHT  -        512.326 (meters)     1680.86  (feet) COMP
 GJ0215  MODELED GRAVITY -    979,700.6   (mgal)                       NAVD 88
 GJ0215
 GJ0215  VERT ORDER      -  SECOND    CLASS 0
 GJ0215
 GJ0215.The horizontal coordinates were scaled from a map and have
 GJ0215.an estimated accuracy of +/- 6 seconds.
 GJ0215
 GJ0215.The orthometric height was determined by differential leveling and
 GJ0215.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0215.in June 1991.
 GJ0215
 GJ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0215.GEOID18 height accuracy estimate available here.
 GJ0215
 GJ0215.Click photographs - Photos may exist for this station.
 GJ0215
 GJ0215.The dynamic height is computed by dividing the NAVD 88
 GJ0215.geopotential number by the normal gravity value computed on the
 GJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0215.degrees latitude (g = 980.6199 gals.).
 GJ0215
 GJ0215.The modeled gravity was interpolated from observed gravity values.
 GJ0215
 GJ0215;                    North         East    Units  Estimated Accuracy
 GJ0215;SPC OK N     -   204,980.      492,500.      MT  (+/- 180 meters Scaled)
 GJ0215
 GJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF816772(NAD 83)
 GJ0215
 GJ0215                          SUPERSEDED SURVEY CONTROL
 GJ0215
 GJ0215  NGVD 29 (??/??/92)  512.548  (m)         1681.58   (f) ADJ UNCH    2 0
 GJ0215
 GJ0215.Superseded values are not recommended for survey control.
 GJ0215
 GJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0215.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0215
 GJ0215_MARKER: DB = BENCH MARK DISK
 GJ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0215_STAMPING: W 109 1934
 GJ0215_MARK LOGO: CGS
 GJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0215+STABILITY: SURFACE MOTION
 GJ0215
 GJ0215  HISTORY     - Date     Condition        Report By
 GJ0215  HISTORY     - 1934     MONUMENTED       CGS
 GJ0215  HISTORY     - 1970     MARK NOT FOUND   USGS
 GJ0215
 GJ0215                          STATION DESCRIPTION
 GJ0215
 GJ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0215'9.2 MI NW FROM FREEDOM.
 GJ0215'9.2 MILES NORTHWEST OF FREEDOM A.T. AND SF. RR. STATION 120
 GJ0215'FEET WEST OF SERVICE STATION, 55 FEET NORTH OF CENTER LINE OF
 GJ0215'HIGHWAYS 50 AND 64, 1 FOOT SOUTH OF FENCE LINE.
 GJ0215
 GJ0215                          STATION RECOVERY (1970)
 GJ0215
 GJ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GJ0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0150 ***********************************************************************
 GJ0150  DESIGNATION -  W 110
 GJ0150  PID         -  GJ0150
 GJ0150  STATE/COUNTY-  OK/WOODS
 GJ0150  COUNTRY     -  US
 GJ0150  USGS QUAD   -  CAPRON (2018)
 GJ0150
 GJ0150                         *CURRENT SURVEY CONTROL
 GJ0150  ______________________________________________________________________
 GJ0150* NAD 83(1986) POSITION- 36 56 32.     (N) 098 32 37.     (W)   SCALED
 GJ0150* NAVD 88 ORTHO HEIGHT -   386.449 (meters)     1267.87  (feet) ADJUSTED
 GJ0150  ______________________________________________________________________
 GJ0150  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GJ0150  DYNAMIC HEIGHT  -        386.113 (meters)     1266.77  (feet) COMP
 GJ0150  MODELED GRAVITY -    979,752.7   (mgal)                       NAVD 88
 GJ0150
 GJ0150  VERT ORDER      -  SECOND    CLASS 0
 GJ0150
 GJ0150.The horizontal coordinates were scaled from a map and have
 GJ0150.an estimated accuracy of +/- 6 seconds.
 GJ0150
 GJ0150.The orthometric height was determined by differential leveling and
 GJ0150.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0150.in June 1991.
 GJ0150
 GJ0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0150.GEOID18 height accuracy estimate available here.
 GJ0150
 GJ0150.Click photographs - Photos may exist for this station.
 GJ0150
 GJ0150.The dynamic height is computed by dividing the NAVD 88
 GJ0150.geopotential number by the normal gravity value computed on the
 GJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0150.degrees latitude (g = 980.6199 gals.).
 GJ0150
 GJ0150.The modeled gravity was interpolated from observed gravity values.
 GJ0150
 GJ0150;                    North         East    Units  Estimated Accuracy
 GJ0150;SPC OK N     -   215,640.      551,570.      MT  (+/- 180 meters Scaled)
 GJ0150
 GJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF406885(NAD 83)
 GJ0150
 GJ0150                          SUPERSEDED SURVEY CONTROL
 GJ0150
 GJ0150  NGVD 29 (??/??/92)  386.265  (m)         1267.27   (f) ADJ UNCH    2 0
 GJ0150
 GJ0150.Superseded values are not recommended for survey control.
 GJ0150
 GJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0150.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0150
 GJ0150_MARKER: DB = BENCH MARK DISK
 GJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0150_STAMPING: W 110 1934
 GJ0150_MARK LOGO: CGS
 GJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0150+STABILITY: SURFACE MOTION
 GJ0150
 GJ0150  HISTORY     - Date     Condition        Report By
 GJ0150  HISTORY     - 1934     MONUMENTED       CGS
 GJ0150
 GJ0150                          STATION DESCRIPTION
 GJ0150
 GJ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0150'3.7 MI NE FROM CAPRON.
 GJ0150'3.7 MILES NORTHEAST OF CAPRON A.T. AND S.F. RR STATION 120
 GJ0150'FEET NORTHWEST OF 9TH POLE NORTHEAST OF MILEPOST 313, 60 FEET
 GJ0150'WEST OF THE NEAREST RAIL OF THE ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0150'40 FEET SOUTH OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0082 ***********************************************************************
 GJ0082  DESIGNATION -  W 111
 GJ0082  PID         -  GJ0082
 GJ0082  STATE/COUNTY-  OK/ALFALFA
 GJ0082  COUNTRY     -  US
 GJ0082  USGS QUAD   -  CLEO SPRINGS (2018)
 GJ0082
 GJ0082                         *CURRENT SURVEY CONTROL
 GJ0082  ______________________________________________________________________
 GJ0082* NAD 83(1986) POSITION- 36 28 39.     (N) 098 27 33.     (W)   SCALED
 GJ0082* NAVD 88 ORTHO HEIGHT -   386.470 (meters)     1267.94  (feet) ADJUSTED
 GJ0082  ______________________________________________________________________
 GJ0082  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 GJ0082  DYNAMIC HEIGHT  -        386.126 (meters)     1266.82  (feet) COMP
 GJ0082  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 GJ0082
 GJ0082  VERT ORDER      -  SECOND    CLASS 0
 GJ0082
 GJ0082.The horizontal coordinates were scaled from a map and have
 GJ0082.an estimated accuracy of +/- 6 seconds.
 GJ0082
 GJ0082.The orthometric height was determined by differential leveling and
 GJ0082.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0082.in June 1991.
 GJ0082
 GJ0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0082.GEOID18 height accuracy estimate available here.
 GJ0082
 GJ0082.Click photographs - Photos may exist for this station.
 GJ0082
 GJ0082.The dynamic height is computed by dividing the NAVD 88
 GJ0082.geopotential number by the normal gravity value computed on the
 GJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0082.degrees latitude (g = 980.6199 gals.).
 GJ0082
 GJ0082.The modeled gravity was interpolated from observed gravity values.
 GJ0082
 GJ0082;                    North         East    Units  Estimated Accuracy
 GJ0082;SPC OK N     -   164,030.      558,850.      MT  (+/- 180 meters Scaled)
 GJ0082
 GJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF484370(NAD 83)
 GJ0082
 GJ0082                          SUPERSEDED SURVEY CONTROL
 GJ0082
 GJ0082  NGVD 29 (??/??/92)  386.307  (m)         1267.41   (f) ADJ UNCH    2 0
 GJ0082
 GJ0082.Superseded values are not recommended for survey control.
 GJ0082
 GJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0082.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0082
 GJ0082_MARKER: DB = BENCH MARK DISK
 GJ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0082_STAMPING: W 111 1935
 GJ0082_MARK LOGO: CGS
 GJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0082+STABILITY: SURFACE MOTION
 GJ0082
 GJ0082  HISTORY     - Date     Condition        Report By
 GJ0082  HISTORY     - 1935     MONUMENTED       CGS
 GJ0082  HISTORY     - 19960723 MARK NOT FOUND   OKDOT
 GJ0082
 GJ0082                          STATION DESCRIPTION
 GJ0082
 GJ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0082'2.2 MI S FROM ALINE.
 GJ0082'2.2 MILES SOUTH OF A.T. AND SF. RR. STATION AT ALINE 0.4 MILE
 GJ0082'NORTH OF MILEPOST 322, 45 FEET EAST OF NEAREST RAIL OF ATCHISON
 GJ0082'TOPEKA AND SANTA FE TRACK, 35 FEET SOUTH OF CENTER LINE OF
 GJ0082'SECTION LINE ROAD.
 GJ0082
 GJ0082                          STATION RECOVERY (1996)
 GJ0082
 GJ0082'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GJ0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0123 ***********************************************************************
 GJ0123  DESIGNATION -  W 113
 GJ0123  PID         -  GJ0123
 GJ0123  STATE/COUNTY-  OK/MAJOR
 GJ0123  COUNTRY     -  US
 GJ0123  USGS QUAD   -  GLASS MOUNTAINS NW (2018)
 GJ0123
 GJ0123                         *CURRENT SURVEY CONTROL
 GJ0123  ______________________________________________________________________
 GJ0123* NAD 83(1986) POSITION- 36 22 34.     (N) 098 42 41.     (W)   SCALED
 GJ0123* NAVD 88 ORTHO HEIGHT -   414.021 (meters)     1358.33  (feet) ADJUSTED
 GJ0123  ______________________________________________________________________
 GJ0123  GEOID HEIGHT    -        -27.862 (meters)                     GEOID18
 GJ0123  DYNAMIC HEIGHT  -        413.641 (meters)     1357.09  (feet) COMP
 GJ0123  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 GJ0123
 GJ0123  VERT ORDER      -  SECOND    CLASS 0
 GJ0123
 GJ0123.The horizontal coordinates were scaled from a map and have
 GJ0123.an estimated accuracy of +/- 6 seconds.
 GJ0123
 GJ0123.The orthometric height was determined by differential leveling and
 GJ0123.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0123.in June 1991.
 GJ0123
 GJ0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0123.GEOID18 height accuracy estimate available here.
 GJ0123
 GJ0123.Click photographs - Photos may exist for this station.
 GJ0123
 GJ0123.The dynamic height is computed by dividing the NAVD 88
 GJ0123.geopotential number by the normal gravity value computed on the
 GJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0123.degrees latitude (g = 980.6199 gals.).
 GJ0123
 GJ0123.The modeled gravity was interpolated from observed gravity values.
 GJ0123
 GJ0123;                    North         East    Units  Estimated Accuracy
 GJ0123;SPC OK N     -   152,920.      536,170.      MT  (+/- 180 meters Scaled)
 GJ0123
 GJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF258257(NAD 83)
 GJ0123
 GJ0123                          SUPERSEDED SURVEY CONTROL
 GJ0123
 GJ0123  NGVD 29 (??/??/92)  413.836  (m)         1357.73   (f) ADJ UNCH    2 0
 GJ0123
 GJ0123.Superseded values are not recommended for survey control.
 GJ0123
 GJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0123.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0123
 GJ0123_MARKER: DB = BENCH MARK DISK
 GJ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0123_STAMPING: W 113 1935
 GJ0123_MARK LOGO: CGS
 GJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0123+STABILITY: SURFACE MOTION
 GJ0123
 GJ0123  HISTORY     - Date     Condition        Report By
 GJ0123  HISTORY     - 1935     MONUMENTED       CGS
 GJ0123
 GJ0123                          STATION DESCRIPTION
 GJ0123
 GJ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0123'14.2 MI NW FROM ORIENTA.
 GJ0123'14.17 MILES NORTHWEST OF SANTA FE STATION AT ORIENTA 45 FEET
 GJ0123'NORTH OF CENTER LINE OF SECTION LINE ROAD, 40 FEET WEST OF CENTER
 GJ0123'LINE OF STATE HIGHWAY 15, WHERE HIGHWAY MAKES A RIGHT ANGLE CURVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0008 ***********************************************************************
 GH0008  DESIGNATION -  W 132
 GH0008  PID         -  GH0008
 GH0008  STATE/COUNTY-  OK/OSAGE
 GH0008  COUNTRY     -  US
 GH0008  USGS QUAD   -  BLUESTEM LAKE (2018)
 GH0008
 GH0008                         *CURRENT SURVEY CONTROL
 GH0008  ______________________________________________________________________
 GH0008* NAD 83(1986) POSITION- 36 43 33.     (N) 096 23 46.     (W)   SCALED
 GH0008* NAVD 88 ORTHO HEIGHT -   262.700 (meters)      861.87  (feet) ADJUSTED
 GH0008  ______________________________________________________________________
 GH0008  GEOID HEIGHT    -        -28.476 (meters)                     GEOID18
 GH0008  DYNAMIC HEIGHT  -        262.486 (meters)      861.17  (feet) COMP
 GH0008  MODELED GRAVITY -    979,808.9   (mgal)                       NAVD 88
 GH0008
 GH0008  VERT ORDER      -  SECOND    CLASS 0
 GH0008
 GH0008.The horizontal coordinates were scaled from a map and have
 GH0008.an estimated accuracy of +/- 6 seconds.
 GH0008
 GH0008.The orthometric height was determined by differential leveling and
 GH0008.adjusted by the NATIONAL GEODETIC SURVEY
 GH0008.in June 1991.
 GH0008
 GH0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0008.GEOID18 height accuracy estimate available here.
 GH0008
 GH0008.Click photographs - Photos may exist for this station.
 GH0008
 GH0008.The dynamic height is computed by dividing the NAVD 88
 GH0008.geopotential number by the normal gravity value computed on the
 GH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0008.degrees latitude (g = 980.6199 gals.).
 GH0008
 GH0008.The modeled gravity was interpolated from observed gravity values.
 GH0008
 GH0008;                    North         East    Units  Estimated Accuracy
 GH0008;SPC OK N     -   192,680.      743,270.      MT  (+/- 180 meters Scaled)
 GH0008
 GH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF325676(NAD 83)
 GH0008
 GH0008                          SUPERSEDED SURVEY CONTROL
 GH0008
 GH0008  NGVD 29 (??/??/92)  262.586  (m)          861.50   (f) ADJ UNCH    2 0
 GH0008
 GH0008.Superseded values are not recommended for survey control.
 GH0008
 GH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0008.See file dsdata.pdf to determine how the superseded data were derived.
 GH0008
 GH0008_MARKER: DB = BENCH MARK DISK
 GH0008_SETTING: 66 = SET IN ROCK OUTCROP
 GH0008_STAMPING: W 132 1934
 GH0008_MARK LOGO: CGS
 GH0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0008+STABILITY: POSITION/ELEVATION WELL
 GH0008
 GH0008  HISTORY     - Date     Condition        Report By
 GH0008  HISTORY     - 1934     MONUMENTED       CGS
 GH0008
 GH0008                          STATION DESCRIPTION
 GH0008
 GH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0008'6 MI NW FROM PAWHUSKA.
 GH0008'ABOUT 6 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM
 GH0008'THE STATION AT PAWHUSKA, OSAGE COUNTY, 0.4 MILE SOUTH OF MILEPOST
 GH0008'207, 0.4 MILE NORTH OF A STOCK CORRAL, 125 FEET WEST OF TELEPHONE
 GH0008'POLE HE 32, AT THE NORTH END OF A CURVE, 85 FEET WEST OF THE
 GH0008'CENTER LINE OF THE TRACK, 50 FEET SOUTH OF THE NORTHEAST CORNER OF
 GH0008'THE RIGHT-OF-WAY FENCE, 40 FEET EAST OF THE TOP EDGE OF THE EAST
 GH0008'BANK OF A CREEK, 3.5 FEET WEST OF A ROCK CAIRN, AND IN THE TOP
 GH0008'OF A SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED W 132 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0115 ***********************************************************************
 GH0115  DESIGNATION -  W 133
 GH0115  PID         -  GH0115
 GH0115  STATE/COUNTY-  OK/OSAGE
 GH0115  COUNTRY     -  US
 GH0115  USGS QUAD   -  AVANT (2018)
 GH0115
 GH0115                         *CURRENT SURVEY CONTROL
 GH0115  ______________________________________________________________________
 GH0115* NAD 83(1986) POSITION- 36 23 38.     (N) 096 00 12.     (W)   SCALED
 GH0115* NAVD 88 ORTHO HEIGHT -   196.007 (meters)      643.07  (feet) ADJUSTED
 GH0115  ______________________________________________________________________
 GH0115  GEOID HEIGHT    -        -28.807 (meters)                     GEOID18
 GH0115  DYNAMIC HEIGHT  -        195.840 (meters)      642.52  (feet) COMP
 GH0115  MODELED GRAVITY -    979,776.6   (mgal)                       NAVD 88
 GH0115
 GH0115  VERT ORDER      -  SECOND    CLASS 0
 GH0115
 GH0115.The horizontal coordinates were scaled from a map and have
 GH0115.an estimated accuracy of +/- 6 seconds.
 GH0115
 GH0115.The orthometric height was determined by differential leveling and
 GH0115.adjusted by the NATIONAL GEODETIC SURVEY
 GH0115.in June 1991.
 GH0115
 GH0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0115.GEOID18 height accuracy estimate available here.
 GH0115
 GH0115.Click photographs - Photos may exist for this station.
 GH0115
 GH0115.The dynamic height is computed by dividing the NAVD 88
 GH0115.geopotential number by the normal gravity value computed on the
 GH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0115.degrees latitude (g = 980.6199 gals.).
 GH0115
 GH0115.The modeled gravity was interpolated from observed gravity values.
 GH0115
 GH0115;                    North         East    Units  Estimated Accuracy
 GH0115;SPC OK N     -   156,500.      779,110.      MT  (+/- 180 meters Scaled)
 GH0115
 GH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF687318(NAD 83)
 GH0115
 GH0115                          SUPERSEDED SURVEY CONTROL
 GH0115
 GH0115  NGVD 29 (??/??/92)  195.893  (m)          642.69   (f) ADJ UNCH    2 0
 GH0115
 GH0115.Superseded values are not recommended for survey control.
 GH0115
 GH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0115.See file dsdata.pdf to determine how the superseded data were derived.
 GH0115
 GH0115_MARKER: DB = BENCH MARK DISK
 GH0115_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0115_STAMPING: W 133 1934
 GH0115_MARK LOGO: CGS
 GH0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0115
 GH0115  HISTORY     - Date     Condition        Report By
 GH0115  HISTORY     - 1934     MONUMENTED       CGS
 GH0115
 GH0115                          STATION DESCRIPTION
 GH0115
 GH0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0115'1.8 MI N FROM SKIATOOK.
 GH0115'IN OSAGE COUNTY, 1.8 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD
 GH0115'FROM THE STATION AT SKIATOOK, TULSA COUNTY, 0.4 MILE NORTH OF
 GH0115'MILEPOST 168, 0.2 MILE EAST OF THE RAY MALOY FARMHOUSE, 48.4
 GH0115'FEET WEST OF THE CENTER LINE OF THE TRACK, 40.8 FEET NORTH OF
 GH0115'THE INTERSECTION OF A FENCE WITH THE RIGHT-OF-WAY FENCE, 21
 GH0115'FEET NORTH OF THE CENTER OF A WAGON GATE, AND 1.6 FEET EAST OF
 GH0115'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 133 1934
 GH0115'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0278 ***********************************************************************
 GG0278  DESIGNATION -  W 134
 GG0278  PID         -  GG0278
 GG0278  STATE/COUNTY-  OK/CRAIG
 GG0278  COUNTRY     -  US
 GG0278  USGS QUAD   -  VINITA (2019)
 GG0278
 GG0278                         *CURRENT SURVEY CONTROL
 GG0278  ______________________________________________________________________
 GG0278* NAD 83(1986) POSITION- 36 39 21.     (N) 095 08 36.     (W)   SCALED
 GG0278* NAVD 88 ORTHO HEIGHT -   213.563 (meters)      700.66  (feet) ADJUSTED
 GG0278  ______________________________________________________________________
 GG0278  GEOID HEIGHT    -        -29.322 (meters)                     GEOID18
 GG0278  DYNAMIC HEIGHT  -        213.385 (meters)      700.08  (feet) COMP
 GG0278  MODELED GRAVITY -    979,794.4   (mgal)                       NAVD 88
 GG0278
 GG0278  VERT ORDER      -  SECOND    CLASS 0
 GG0278
 GG0278.The horizontal coordinates were scaled from a map and have
 GG0278.an estimated accuracy of +/- 6 seconds.
 GG0278
 GG0278.The orthometric height was determined by differential leveling and
 GG0278.adjusted by the NATIONAL GEODETIC SURVEY
 GG0278.in June 1991.
 GG0278
 GG0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0278.GEOID18 height accuracy estimate available here.
 GG0278
 GG0278.Click photographs - Photos may exist for this station.
 GG0278
 GG0278.The dynamic height is computed by dividing the NAVD 88
 GG0278.geopotential number by the normal gravity value computed on the
 GG0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0278.degrees latitude (g = 980.6199 gals.).
 GG0278
 GG0278.The modeled gravity was interpolated from observed gravity values.
 GG0278
 GG0278;                    North         East    Units  Estimated Accuracy
 GG0278;SPC OK N     -   187,480.      855,380.      MT  (+/- 180 meters Scaled)
 GG0278
 GG0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA084588(NAD 83)
 GG0278
 GG0278                          SUPERSEDED SURVEY CONTROL
 GG0278
 GG0278  NGVD 29 (??/??/92)  213.450  (m)          700.29   (f) ADJ UNCH    2 0
 GG0278
 GG0278.Superseded values are not recommended for survey control.
 GG0278
 GG0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0278.See file dsdata.pdf to determine how the superseded data were derived.
 GG0278
 GG0278_MARKER: DB = BENCH MARK DISK
 GG0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0278_STAMPING: W 134 1934
 GG0278_MARK LOGO: CGS
 GG0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0278+STABILITY: SURFACE MOTION
 GG0278
 GG0278  HISTORY     - Date     Condition        Report By
 GG0278  HISTORY     - 1934     MONUMENTED       CGS
 GG0278
 GG0278                          STATION DESCRIPTION
 GG0278
 GG0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0278'1.5 MI NW FROM VINITA.
 GG0278'1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 60 FROM THE
 GG0278'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT VINITA, CRAIG COUNTY,
 GG0278'AT THE JUNCTION OF U.S. HIGHWAY 73, 23.2 FEET WEST OF THE WEST
 GG0278'END OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 73, 43.4 FEET
 GG0278'WEST OF THE CENTERLINE OF U.S. HIGHWAY 73, 36 FEET NORTH OF THE
 GG0278'CENTERLINE OF U.S. HIGHWAY 60, AND 7.5 FEET NORTH OF THE SOUTHEAST
 GG0278'CORNER OF A FENCE.  A STANDARD DISK, STAMPED W 134 1934 AND SET
 GG0278'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0269 ***********************************************************************
 GG0269  DESIGNATION -  W 135
 GG0269  PID         -  GG0269
 GG0269  STATE/COUNTY-  OK/CRAIG
 GG0269  COUNTRY     -  US
 GG0269  USGS QUAD   -  CHELSEA NW (2019)
 GG0269
 GG0269                         *CURRENT SURVEY CONTROL
 GG0269  ______________________________________________________________________
 GG0269* NAD 83(1986) POSITION- 36 41 56.     (N) 095 24 15.     (W)   SCALED
 GG0269* NAVD 88 ORTHO HEIGHT -   251.710 (meters)      825.82  (feet) ADJUSTED
 GG0269  ______________________________________________________________________
 GG0269  GEOID HEIGHT    -        -29.379 (meters)                     GEOID18
 GG0269  DYNAMIC HEIGHT  -        251.501 (meters)      825.13  (feet) COMP
 GG0269  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GG0269
 GG0269  VERT ORDER      -  SECOND    CLASS 0
 GG0269
 GG0269.The horizontal coordinates were scaled from a map and have
 GG0269.an estimated accuracy of +/- 6 seconds.
 GG0269
 GG0269.The orthometric height was determined by differential leveling and
 GG0269.adjusted by the NATIONAL GEODETIC SURVEY
 GG0269.in June 1991.
 GG0269
 GG0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0269.GEOID18 height accuracy estimate available here.
 GG0269
 GG0269.Click photographs - Photos may exist for this station.
 GG0269
 GG0269.The dynamic height is computed by dividing the NAVD 88
 GG0269.geopotential number by the normal gravity value computed on the
 GG0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0269.degrees latitude (g = 980.6199 gals.).
 GG0269
 GG0269.The modeled gravity was interpolated from observed gravity values.
 GG0269
 GG0269;                    North         East    Units  Estimated Accuracy
 GG0269;SPC OK N     -   191,600.      831,940.      MT  (+/- 180 meters Scaled)
 GG0269
 GG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA852641(NAD 83)
 GG0269
 GG0269                          SUPERSEDED SURVEY CONTROL
 GG0269
 GG0269  NGVD 29 (??/??/92)  251.586  (m)          825.41   (f) ADJ UNCH    2 0
 GG0269
 GG0269.Superseded values are not recommended for survey control.
 GG0269
 GG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0269.See file dsdata.pdf to determine how the superseded data were derived.
 GG0269
 GG0269_MARKER: DB = BENCH MARK DISK
 GG0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0269_STAMPING: W 136 1934
 GG0269_MARK LOGO: CGS
 GG0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0269+STABILITY: SURFACE MOTION
 GG0269
 GG0269  HISTORY     - Date     Condition        Report By
 GG0269  HISTORY     - 1934     MONUMENTED       CGS
 GG0269
 GG0269                          STATION DESCRIPTION
 GG0269
 GG0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0269'5.6 MI W FROM BASS.
 GG0269'ABOUT 5.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 GG0269'AT ESTELLE COUNTY ABOUT 0.3 MILE WEST OF THE PUBLIC SCHOOL AT
 GG0269'BASS, ABOUT 0.3 MILE WEST OF A NORTH-AND-SOUTH DIRT ROAD CROSSING
 GG0269'ABOUT 1050 FEET WEST OF THE BOTTOM OF A HIGH WAY DIP, 31 FEET
 GG0269'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 9 FEET SOUTH
 GG0269'OF THE NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED
 GG0269'W 136 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0270 ***********************************************************************
 GG0270  DESIGNATION -  W 135 RESET
 GG0270  PID         -  GG0270
 GG0270  STATE/COUNTY-  OK/CRAIG
 GG0270  COUNTRY     -  US
 GG0270  USGS QUAD   -  CHELSEA NW (2019)
 GG0270
 GG0270                         *CURRENT SURVEY CONTROL
 GG0270  ______________________________________________________________________
 GG0270* NAD 83(1986) POSITION- 36 41 56.     (N) 095 24 15.     (W)   SCALED
 GG0270* NAVD 88 ORTHO HEIGHT -   251.62  (meters)      825.5   (feet) RESET
 GG0270  ______________________________________________________________________
 GG0270  GEOID HEIGHT    -        -29.379 (meters)                     GEOID18
 GG0270  VERT ORDER      -  THIRD
 GG0270
 GG0270.The horizontal coordinates were scaled from a map and have
 GG0270.an estimated accuracy of +/- 6 seconds.
 GG0270
 GG0270.The orthometric height was computed from unverified reset data.
 GG0270
 GG0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0270.GEOID18 height accuracy estimate available here.
 GG0270
 GG0270.Click photographs - Photos may exist for this station.
 GG0270
 GG0270;                    North         East    Units  Estimated Accuracy
 GG0270;SPC OK N     -   191,600.      831,940.      MT  (+/- 180 meters Scaled)
 GG0270
 GG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA852641(NAD 83)
 GG0270
 GG0270                          SUPERSEDED SURVEY CONTROL
 GG0270
 GG0270.No superseded survey control is available for this station.
 GG0270
 GG0270_MARKER: DB = BENCH MARK DISK
 GG0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0270_STAMPING: W 135 1934
 GG0270_MARK LOGO: CGS
 GG0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0270+STABILITY: SURFACE MOTION
 GG0270
 GG0270  HISTORY     - Date     Condition        Report By
 GG0270  HISTORY     - 1936     MONUMENTED       OKDH
 GG0270  HISTORY     - 19360912 GOOD             CGS
 GG0270
 GG0270                          STATION DESCRIPTION
 GG0270
 GG0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GG0270'5.6 MI W FROM ESTELLA.
 GG0270'5.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GG0270'ESTELLA, CRAIG COUNTY, 0.3 MILE WEST OF THE PUBLIC SCHOOL AT
 GG0270'ROSS, 0.3 MILE WEST OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING,
 GG0270'1000 FEET WEST OF THE BOTTOM OF A HIGHWAY DIP, 31 FEET SOUTH
 GG0270'OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET SOUTH OF THE
 GG0270'NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED W 135
 GG0270'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0081 ***********************************************************************
 GH0081  DESIGNATION -  W 136
 GH0081  PID         -  GH0081
 GH0081  STATE/COUNTY-  OK/PAWNEE
 GH0081  COUNTRY     -  US
 GH0081  USGS QUAD   -  CLEVELAND (2018)
 GH0081
 GH0081                         *CURRENT SURVEY CONTROL
 GH0081  ______________________________________________________________________
 GH0081* NAD 83(1986) POSITION- 36 17 50.     (N) 096 29 11.     (W)   SCALED
 GH0081* NAVD 88 ORTHO HEIGHT -   233.689 (meters)      766.69  (feet) ADJUSTED
 GH0081  ______________________________________________________________________
 GH0081  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 GH0081  DYNAMIC HEIGHT  -        233.488 (meters)      766.04  (feet) COMP
 GH0081  MODELED GRAVITY -    979,768.9   (mgal)                       NAVD 88
 GH0081
 GH0081  VERT ORDER      -  SECOND    CLASS 0
 GH0081
 GH0081.The horizontal coordinates were scaled from a map and have
 GH0081.an estimated accuracy of +/- 6 seconds.
 GH0081
 GH0081.The orthometric height was determined by differential leveling and
 GH0081.adjusted by the NATIONAL GEODETIC SURVEY
 GH0081.in June 1991.
 GH0081
 GH0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0081.GEOID18 height accuracy estimate available here.
 GH0081
 GH0081.Click photographs - Photos may exist for this station.
 GH0081
 GH0081.The dynamic height is computed by dividing the NAVD 88
 GH0081.geopotential number by the normal gravity value computed on the
 GH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0081.degrees latitude (g = 980.6199 gals.).
 GH0081
 GH0081.The modeled gravity was interpolated from observed gravity values.
 GH0081
 GH0081;                    North         East    Units  Estimated Accuracy
 GH0081;SPC OK N     -   144,990.      735,950.      MT  (+/- 180 meters Scaled)
 GH0081
 GH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF257198(NAD 83)
 GH0081
 GH0081                          SUPERSEDED SURVEY CONTROL
 GH0081
 GH0081  NGVD 29 (??/??/92)  233.588  (m)          766.36   (f) ADJ UNCH    2 0
 GH0081
 GH0081.Superseded values are not recommended for survey control.
 GH0081
 GH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0081.See file dsdata.pdf to determine how the superseded data were derived.
 GH0081
 GH0081_MARKER: DB = BENCH MARK DISK
 GH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0081_STAMPING: W 136 1934
 GH0081_MARK LOGO: CGS
 GH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0081+STABILITY: SURFACE MOTION
 GH0081
 GH0081  HISTORY     - Date     Condition        Report By
 GH0081  HISTORY     - 1934     MONUMENTED       CGS
 GH0081  HISTORY     - 1965     MARK NOT FOUND   USGS
 GH0081
 GH0081                          STATION DESCRIPTION
 GH0081
 GH0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0081'1.3 MI SW FROM CLEVELAND.
 GH0081'1.3 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0081'FROM THE STATION AT CLEVELAND, PAWNEE COUNTY, 600 FEET SOUTHWEST
 GH0081'OF THE SIGNBOARD AT THE SIDING AT HELMICK, 2100 FEET NORTH
 GH0081'OF MILEPOST 250, AND 37.2 FEET SOUTHEAST OF THE CENTERLINE OF
 GH0081'THE MAIN TRACK.  A STANDARD DISK, STAMPED W 136 1934 AND SET
 GH0081'IN THE TOP OF A CONCRETE POST.  NOTE-- NEW RR GRADE HAS BEEN
 GH0081'BUILT IN THE AREA AND BM MAY HAVE BEEN COVERED.
 GH0081
 GH0081                          STATION RECOVERY (1965)
 GH0081
 GH0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GH0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0448 ***********************************************************************
 GG0448  HT_MOD      -  This is a Height Modernization Survey Station.
 GG0448  DESIGNATION -  W 137
 GG0448  PID         -  GG0448
 GG0448  STATE/COUNTY-  OK/WAGONER
 GG0448  COUNTRY     -  US
 GG0448  USGS QUAD   -  ONETA (2019)
 GG0448
 GG0448                         *CURRENT SURVEY CONTROL
 GG0448  ______________________________________________________________________
 GG0448* NAD 83(2011) POSITION- 36 00 01.31054(N) 095 40 47.38158(W)   ADJUSTED
 GG0448* NAD 83(2011) ELLIP HT-   179.122 (meters)        (07/03/23)   ADJUSTED
 GG0448* NAD 83(2011) EPOCH   -  2010.00
 GG0448* NAVD 88 ORTHO HEIGHT -   208.33  (meters)      683.5   (feet) GPS OBS
 GG0448  ______________________________________________________________________
 GG0448  GEOID HEIGHT    -        -29.205 (meters)                     GEOID18
 GG0448  NAD 83(2011) X  -   -511,287.896 (meters)                     COMP
 GG0448  NAD 83(2011) Y  - -5,140,756.753 (meters)                     COMP
 GG0448  NAD 83(2011) Z  -  3,728,329.641 (meters)                     COMP
 GG0448  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 GG0448
 GG0448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0448  Standards:
 GG0448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0448  -------------------------------------------------------------------
 GG0448  NETWORK    0.94   1.96           0.39   0.38   1.00     -0.09502161
 GG0448  -------------------------------------------------------------------
 GG0448  Click here for local accuracies and other accuracy information.
 GG0448
 GG0448.The horizontal coordinates were established by GPS observations
 GG0448.and adjusted by the OK DEPT OF TRANSP in July 2023.
 GG0448
 GG0448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0448.been affixed to the stable North American tectonic plate. See 
 GG0448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0448
 GG0448.The horizontal coordinates are valid at the epoch date displayed above
 GG0448.which is a decimal equivalence of Year/Month/Day.
 GG0448
 GG0448.The orthometric height was determined by GPS observations and a
 GG0448.high-resolution geoid model using precise GPS observation and
 GG0448.processing techniques.
 GG0448
 GG0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0448.GEOID18 height accuracy estimate available here.
 GG0448
 GG0448.Click photographs - Photos may exist for this station.
 GG0448
 GG0448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0448
 GG0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0448
 GG0448.The ellipsoidal height was determined by GPS observations
 GG0448.and is referenced to NAD 83.
 GG0448
 GG0448. The following values were computed from the NAD 83(2011) position.
 GG0448
 GG0448;                    North         East     Units Scale Factor Converg.
 GG0448;SPC OK N     -   113,492.363   809,163.837   MT  0.99994964   +1 22 09.3
 GG0448;SPC OK N     -   372,349.53  2,654,731.69   sFT  0.99994964   +1 22 09.3
 GG0448;UTM  15      - 3,987,310.631   258,447.117   MT  1.00031901   -1 34 33.4
 GG0448
 GG0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0448!SPC OK N     -   0.99997189  x   0.99994964  =   0.99992153
 GG0448!UTM  15      -   0.99997189  x   1.00031901  =   1.00029089
 GG0448
 GG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5844787310(NAD 83)
 GG0448
 GG0448                          SUPERSEDED SURVEY CONTROL
 GG0448
 GG0448  NAVD 88 (06/15/91)  208.419  (m)          683.79   (f) ADJUSTED    2 0
 GG0448  NGVD 29 (??/??/92)  208.301  (m)          683.40   (f) ADJ UNCH    2 0
 GG0448
 GG0448.Superseded values are not recommended for survey control.
 GG0448
 GG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0448.See file dsdata.pdf to determine how the superseded data were derived.
 GG0448
 GG0448_MARKER: DB = BENCH MARK DISK
 GG0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0448_SP_SET: CULVERT HEADWALL
 GG0448_STAMPING: W 137 1934
 GG0448_MARK LOGO: CGS
 GG0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0448+STABILITY: SURFACE MOTION
 GG0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0448+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2023
 GG0448
 GG0448  HISTORY     - Date     Condition        Report By
 GG0448  HISTORY     - 1934     MONUMENTED       CGS
 GG0448  HISTORY     - 1969     GOOD             CGS
 GG0448  HISTORY     - 1989     GOOD             USPSQD
 GG0448  HISTORY     - 20230125 GOOD             OKDOT
 GG0448  HISTORY     - 20230315 GOOD             OKDOT
 GG0448
 GG0448                          STATION DESCRIPTION
 GG0448
 GG0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0448'2 MI SE FROM ONETA.
 GG0448'ABOUT 1000 FEET SOUTHEAST OF INTERSECTION OF STATE HWY. 51
 GG0448'WITH RAILROAD TRACK, 185 FEET SOUTH OF M.P. 299, 11.4 FEET
 GG0448'SOUTHWEST OF CENTERLINE OF MISSOURI, KANSAS, TEXAS RY., 2.8
 GG0448'FEET NORTHWEST OF SOUTHEAST END OF CONCRETE HEADWALL, BRONZE
 GG0448'TABLET SET HORIZONTALLY IN SOUTHEAST END OF HEADWALL TO CONCRETE
 GG0448'CULVERT UNDER RAILROAD.
 GG0448
 GG0448                          STATION RECOVERY (1969)
 GG0448
 GG0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GG0448'RECOVERED IN GOOD CONDITION.
 GG0448
 GG0448                          STATION RECOVERY (1989)
 GG0448
 GG0448'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHS)
 GG0448'RECOVERED IN GOOD CONDITION.
 GG0448
 GG0448                          STATION RECOVERY (2023)
 GG0448
 GG0448'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 GG0448'CLOSE TO TRACKS.  RECOVERED IN GOOD CONDITION BY ODOT.
 GG0448
 GG0448                          STATION RECOVERY (2023)
 GG0448
 GG0448'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0448'RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0242 ***********************************************************************
 FJ0242  DESIGNATION -  W 138
 FJ0242  PID         -  FJ0242
 FJ0242  STATE/COUNTY-  OK/CREEK
 FJ0242  COUNTRY     -  US
 FJ0242  USGS QUAD   -  DEPEW (2018)
 FJ0242
 FJ0242                         *CURRENT SURVEY CONTROL
 FJ0242  ______________________________________________________________________
 FJ0242* NAD 83(1986) POSITION- 35 46 47.     (N) 096 33 10.     (W)   SCALED
 FJ0242* NAVD 88 ORTHO HEIGHT -   261.698 (meters)      858.59  (feet) ADJUSTED
 FJ0242  ______________________________________________________________________
 FJ0242  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 FJ0242  DYNAMIC HEIGHT  -        261.459 (meters)      857.80  (feet) COMP
 FJ0242  MODELED GRAVITY -    979,712.3   (mgal)                       NAVD 88
 FJ0242
 FJ0242  VERT ORDER      -  SECOND    CLASS 0
 FJ0242
 FJ0242.The horizontal coordinates were scaled from a map and have
 FJ0242.an estimated accuracy of +/- 6 seconds.
 FJ0242
 FJ0242.The orthometric height was determined by differential leveling and
 FJ0242.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0242.in June 1991.
 FJ0242
 FJ0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0242.GEOID18 height accuracy estimate available here.
 FJ0242
 FJ0242.Click photographs - Photos may exist for this station.
 FJ0242
 FJ0242.The dynamic height is computed by dividing the NAVD 88
 FJ0242.geopotential number by the normal gravity value computed on the
 FJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0242.degrees latitude (g = 980.6199 gals.).
 FJ0242
 FJ0242.The modeled gravity was interpolated from observed gravity values.
 FJ0242
 FJ0242;                    North         East    Units  Estimated Accuracy
 FJ0242;SPC OK N     -    87,490.      730,840.      MT  (+/- 180 meters Scaled)
 FJ0242
 FJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE211622(NAD 83)
 FJ0242
 FJ0242                          SUPERSEDED SURVEY CONTROL
 FJ0242
 FJ0242  NGVD 29 (??/??/92)  261.590  (m)          858.23   (f) ADJ UNCH    2 0
 FJ0242
 FJ0242.Superseded values are not recommended for survey control.
 FJ0242
 FJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0242.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0242
 FJ0242_MARKER: DB = BENCH MARK DISK
 FJ0242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0242_STAMPING: W 138 1934
 FJ0242_MARK LOGO: CGS
 FJ0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0242
 FJ0242  HISTORY     - Date     Condition        Report By
 FJ0242  HISTORY     - 1934     MONUMENTED       CGS
 FJ0242
 FJ0242                          STATION DESCRIPTION
 FJ0242
 FJ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0242'1.9 MI NE FROM MILFAY.
 FJ0242'1.9 MILES NORTHEAST OF SLSFRY 1800 FEET SOUTHWEST OF DIRT
 FJ0242'ROAD CROSSING, 570 FEET SOUTHWEST OF SANDSTONE CULVERT UNDER
 FJ0242'RAILROAD, 270 FEET NORTHEAST OF M.P. 470-5, 40.3 FEET SOUTHEAST
 FJ0242'OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO RY., 3.5 FEET
 FJ0242'SOUTHEAST OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE
 FJ0242'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0531 ***********************************************************************
 FH0531  DESIGNATION -  W 139
 FH0531  PID         -  FH0531
 FH0531  STATE/COUNTY-  OK/MUSKOGEE
 FH0531  COUNTRY     -  US
 FH0531  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0531
 FH0531                         *CURRENT SURVEY CONTROL
 FH0531  ______________________________________________________________________
 FH0531* NAD 83(1986) POSITION- 35 43 18.     (N) 095 27 20.     (W)   SCALED
 FH0531* NAVD 88 ORTHO HEIGHT -   179.800 (meters)      589.89  (feet) ADJUSTED
 FH0531  ______________________________________________________________________
 FH0531  GEOID HEIGHT    -        -29.493 (meters)                     GEOID18
 FH0531  DYNAMIC HEIGHT  -        179.637 (meters)      589.36  (feet) COMP
 FH0531  MODELED GRAVITY -    979,722.6   (mgal)                       NAVD 88
 FH0531
 FH0531  VERT ORDER      -  SECOND    CLASS 0
 FH0531
 FH0531.The horizontal coordinates were scaled from a map and have
 FH0531.an estimated accuracy of +/- 6 seconds.
 FH0531
 FH0531.The orthometric height was determined by differential leveling and
 FH0531.adjusted by the NATIONAL GEODETIC SURVEY
 FH0531.in June 1991.
 FH0531
 FH0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0531.GEOID18 height accuracy estimate available here.
 FH0531
 FH0531.Click photographs - Photos may exist for this station.
 FH0531
 FH0531.The dynamic height is computed by dividing the NAVD 88
 FH0531.geopotential number by the normal gravity value computed on the
 FH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0531.degrees latitude (g = 980.6199 gals.).
 FH0531
 FH0531.The modeled gravity was interpolated from observed gravity values.
 FH0531
 FH0531;                    North         East    Units  Estimated Accuracy
 FH0531;SPC OK N     -    83,090.      830,190.      MT  (+/- 180 meters Scaled)
 FH0531
 FH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV778558(NAD 83)
 FH0531
 FH0531                          SUPERSEDED SURVEY CONTROL
 FH0531
 FH0531  NGVD 29 (??/??/92)  179.687  (m)          589.52   (f) ADJ UNCH    2 0
 FH0531
 FH0531.Superseded values are not recommended for survey control.
 FH0531
 FH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0531.See file dsdata.pdf to determine how the superseded data were derived.
 FH0531
 FH0531_MARKER: DB = BENCH MARK DISK
 FH0531_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0531_STAMPING: W 139 1934
 FH0531_MARK LOGO: CGS
 FH0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0531
 FH0531  HISTORY     - Date     Condition        Report By
 FH0531  HISTORY     - 1934     MONUMENTED       CGS
 FH0531  HISTORY     - 1960     GOOD             CGS
 FH0531
 FH0531                          STATION DESCRIPTION
 FH0531
 FH0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0531'5.2 MI SW FROM MUSKOGEE.
 FH0531'5.2 MILES SOUTHWEST OF, ALONG S.L. AND S.F.RY. FROM STATION.
 FH0531'ABOUT 375 FEET SOUTHWEST OF M.P. 461-15, 165 FEET SOUTHEAST OF
 FH0531'NORTHWEST END OF CONCRETE CULVERT, BUILT IN 1914, UNDER R.R.,
 FH0531'48.4 FEET NORTHWEST OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO
 FH0531'RY., 4.5 FEET SOUTHEAST OF TELEPHONE POLE 55.  TABLET SET IN
 FH0531'PRECAST CONCRETE POST.
 FH0531
 FH0531                          STATION RECOVERY (1960)
 FH0531
 FH0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0238 ***********************************************************************
 GK0238  DESIGNATION -  W 14
 GK0238  PID         -  GK0238
 GK0238  STATE/COUNTY-  OK/TEXAS
 GK0238  COUNTRY     -  US
 GK0238  USGS QUAD   -  GUYMON (2018)
 GK0238
 GK0238                         *CURRENT SURVEY CONTROL
 GK0238  ______________________________________________________________________
 GK0238* NAD 83(1986) POSITION- 36 41 52.     (N) 101 27 23.     (W)   SCALED
 GK0238* NAVD 88 ORTHO HEIGHT -   939.501 (meters)     3082.35  (feet) ADJUSTED
 GK0238  ______________________________________________________________________
 GK0238  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 GK0238  DYNAMIC HEIGHT  -        938.533 (meters)     3079.17  (feet) COMP
 GK0238  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 GK0238
 GK0238  VERT ORDER      -  FIRST     CLASS II
 GK0238
 GK0238.The horizontal coordinates were scaled from a map and have
 GK0238.an estimated accuracy of +/- 6 seconds.
 GK0238
 GK0238.The orthometric height was determined by differential leveling and
 GK0238.adjusted by the NATIONAL GEODETIC SURVEY
 GK0238.in June 1991.
 GK0238
 GK0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0238.GEOID18 height accuracy estimate available here.
 GK0238
 GK0238.Click photographs - Photos may exist for this station.
 GK0238
 GK0238.The dynamic height is computed by dividing the NAVD 88
 GK0238.geopotential number by the normal gravity value computed on the
 GK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0238.degrees latitude (g = 980.6199 gals.).
 GK0238
 GK0238.The modeled gravity was interpolated from observed gravity values.
 GK0238
 GK0238;                    North         East    Units  Estimated Accuracy
 GK0238;SPC OK N     -   193,880.      291,200.      MT  (+/- 180 meters Scaled)
 GK0238
 GK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF805641(NAD 83)
 GK0238
 GK0238                          SUPERSEDED SURVEY CONTROL
 GK0238
 GK0238  NGVD 29 (??/??/92)  939.065  (m)         3080.92   (f) ADJ UNCH    1 2
 GK0238
 GK0238.Superseded values are not recommended for survey control.
 GK0238
 GK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0238.See file dsdata.pdf to determine how the superseded data were derived.
 GK0238
 GK0238_MARKER: DB = BENCH MARK DISK
 GK0238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0238_SP_SET: CULVERT HEADWALL
 GK0238_STAMPING: W 14 1933
 GK0238_MARK LOGO: CGS
 GK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0238+STABILITY: SURFACE MOTION
 GK0238
 GK0238  HISTORY     - Date     Condition        Report By
 GK0238  HISTORY     - 1933     MONUMENTED       CGS
 GK0238  HISTORY     - 1971     MARK NOT FOUND   NGS
 GK0238
 GK0238                          STATION DESCRIPTION
 GK0238
 GK0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0238'1.7 MI NE FROM GUYMON.
 GK0238'1.7 MILES NORTHEAST OF GUYMON DEPOT ALONG THE ROCK ISLAND RAIL ROAD AT
 GK0238'ROAD CROSSING 33 POLES SOUTH WEST OF MILE POLE NO. 471.  SET IN SIDE
 GK0238'ROAD CONCRETE CULVERT.  SOUTH EAST END OF NORTH EAST HEADWALL. 105 FT.
 GK0238'SOUTH EAST OF THE CENTER LINE OF TRACK.  NOTE-- RD. WORK IN AREA.
 GK0238
 GK0238                          STATION RECOVERY (1971)
 GK0238
 GK0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 GK0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0623 ***********************************************************************
 FH0623  DESIGNATION -  W 140
 FH0623  PID         -  FH0623
 FH0623  STATE/COUNTY-  OK/MUSKOGEE
 FH0623  COUNTRY     -  US
 FH0623  USGS QUAD   -  PORUM (2018)
 FH0623
 FH0623                         *CURRENT SURVEY CONTROL
 FH0623  ______________________________________________________________________
 FH0623* NAD 83(1986) POSITION- 35 19 20.35   (N) 095 15 24.62   (W)   HD_HELD1
 FH0623* NAVD 88 ORTHO HEIGHT -   188.078 (meters)      617.05  (feet) ADJUSTED
 FH0623  ______________________________________________________________________
 FH0623  GEOID HEIGHT    -        -30.317 (meters)                     GEOID18
 FH0623  DYNAMIC HEIGHT  -        187.898 (meters)      616.46  (feet) COMP
 FH0623  MODELED GRAVITY -    979,672.4   (mgal)                       NAVD 88
 FH0623
 FH0623  VERT ORDER      -  SECOND    CLASS 0
 FH0623
 FH0623.The horizontal coordinates were determined by differentially corrected
 FH0623.hand held GPS observations or other comparable positioning techniques
 FH0623.and have an estimated accuracy of +/- 3 meters.
 FH0623
 FH0623.The orthometric height was determined by differential leveling and
 FH0623.adjusted by the NATIONAL GEODETIC SURVEY
 FH0623.in June 1991.
 FH0623
 FH0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0623.GEOID18 height accuracy estimate available here.
 FH0623
 FH0623.Click photographs - Photos may exist for this station.
 FH0623
 FH0623.The dynamic height is computed by dividing the NAVD 88
 FH0623.geopotential number by the normal gravity value computed on the
 FH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0623.degrees latitude (g = 980.6199 gals.).
 FH0623
 FH0623.The modeled gravity was interpolated from observed gravity values.
 FH0623
 FH0623;                    North         East    Units  Estimated Accuracy
 FH0623;SPC OK N     -    39,286.6     849,412.3     MT  (+/- 3 meters HH1 GPS) 
 FH0623
 FH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9485211124(NAD 83)
 FH0623
 FH0623                          SUPERSEDED SURVEY CONTROL
 FH0623
 FH0623  NGVD 29 (??/??/92)  187.970  (m)          616.70   (f) ADJ UNCH    2 0
 FH0623
 FH0623.Superseded values are not recommended for survey control.
 FH0623
 FH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0623.See file dsdata.pdf to determine how the superseded data were derived.
 FH0623
 FH0623_MARKER: DB = BENCH MARK DISK
 FH0623_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0623_STAMPING: W 140 1934
 FH0623_MARK LOGO: CGS
 FH0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0623
 FH0623  HISTORY     - Date     Condition        Report By
 FH0623  HISTORY     - 1934     MONUMENTED       CGS
 FH0623  HISTORY     - 1960     GOOD             CGS
 FH0623  HISTORY     - 20021008 GOOD             OKDOT
 FH0623  HISTORY     - 20210511 GOOD             OKDOT
 FH0623
 FH0623                          STATION DESCRIPTION
 FH0623
 FH0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0623'2 MI NW FROM BRIARTOWN.
 FH0623'2.0 MILES NORTHWEST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 FH0623'STATION AT BRIARTOWN, MUSKOGEE COUNTY, 8.6 FEET SOUTH OF MILEPOST
 FH0623'65, ABOUT 1200 FEET NORTH OF A DIRT-ROAD CROSSING, ABOUT 900
 FH0623'FEET NORTH OF A CONCRETE-PIPE CULVERT, AND 35.6 FEET EAST OF
 FH0623'THE CENTERLINE OF THE TRACK.
 FH0623
 FH0623                          STATION RECOVERY (2002)
 FH0623
 FH0623'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (BIW)
 FH0623'RECOVERED AS DESCRIBED
 FH0623
 FH0623                          STATION RECOVERY (2021)
 FH0623
 FH0623'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0366 ***********************************************************************
 FJ0366  DESIGNATION -  W 141
 FJ0366  PID         -  FJ0366
 FJ0366  STATE/COUNTY-  OK/MCCLAIN
 FJ0366  COUNTRY     -  US
 FJ0366  USGS QUAD   -  WASHINGTON (2018)
 FJ0366
 FJ0366                         *CURRENT SURVEY CONTROL
 FJ0366  ______________________________________________________________________
 FJ0366* NAD 83(1986) POSITION- 35 03 17.     (N) 097 29 02.     (W)   SCALED
 FJ0366* NAVD 88 ORTHO HEIGHT -   351.193 (meters)     1152.21  (feet) ADJUSTED
 FJ0366  ______________________________________________________________________
 FJ0366  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 FJ0366  DYNAMIC HEIGHT  -        350.850 (meters)     1151.08  (feet) COMP
 FJ0366  MODELED GRAVITY -    979,647.2   (mgal)                       NAVD 88
 FJ0366
 FJ0366  VERT ORDER      -  SECOND    CLASS 0
 FJ0366
 FJ0366.The horizontal coordinates were scaled from a map and have
 FJ0366.an estimated accuracy of +/- 6 seconds.
 FJ0366
 FJ0366.The orthometric height was determined by differential leveling and
 FJ0366.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0366.in June 1991.
 FJ0366
 FJ0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0366.GEOID18 height accuracy estimate available here.
 FJ0366
 FJ0366.Click photographs - Photos may exist for this station.
 FJ0366
 FJ0366.The dynamic height is computed by dividing the NAVD 88
 FJ0366.geopotential number by the normal gravity value computed on the
 FJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0366.degrees latitude (g = 980.6199 gals.).
 FJ0366
 FJ0366.The modeled gravity was interpolated from observed gravity values.
 FJ0366
 FJ0366;                    North         East    Units  Estimated Accuracy
 FJ0366;SPC OK S     -   191,070.      647,080.      MT  (+/- 180 meters Scaled)
 FJ0366
 FJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD382801(NAD 83)
 FJ0366
 FJ0366                          SUPERSEDED SURVEY CONTROL
 FJ0366
 FJ0366  NGVD 29 (??/??/92)  351.088  (m)         1151.86   (f) ADJ UNCH    2 0
 FJ0366
 FJ0366.Superseded values are not recommended for survey control.
 FJ0366
 FJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0366.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0366
 FJ0366_MARKER: DB = BENCH MARK DISK
 FJ0366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0366_SP_SET: STEP
 FJ0366_STAMPING: W 141 1934
 FJ0366_MARK LOGO: CGS
 FJ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0366
 FJ0366  HISTORY     - Date     Condition        Report By
 FJ0366  HISTORY     - 1934     MONUMENTED       CGS
 FJ0366  HISTORY     - 1963     GOOD             USGS
 FJ0366  HISTORY     - 19970429 MARK NOT FOUND   NGS
 FJ0366
 FJ0366                          STATION DESCRIPTION
 FJ0366
 FJ0366'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FJ0366'AT WASHINGTON.
 FJ0366'AT WASHINGTON, T. 7 N., R. 3 W., IN THE S.W. 1/4 OF THE N.W.
 FJ0366'1/4 OF THE N.E. 1/4 OF SEC. 26, AT THE HIGH SCHOOL, 29 FT.
 FJ0366'EAST OF THE NORTHWEST CORNER OF THE OLD BUILDING, 5.6 FT. WEST
 FJ0366'OF THE CENTER OF THE MAIN ENTRANCE DOOR, IN THE TOP OF THE
 FJ0366'WEST END OF THE TOP CONCRETE STEP, AND 2 1/2 FT. ABOVE THE
 FJ0366'GROUND, A STANDARD DISK STAMPED W 141 1934
 FJ0366
 FJ0366                          STATION RECOVERY (1997)
 FJ0366
 FJ0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FJ0366'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0326 ***********************************************************************
 FJ0326  DESIGNATION -  W 142
 FJ0326  PID         -  FJ0326
 FJ0326  STATE/COUNTY-  OK/CLEVELAND
 FJ0326  COUNTRY     -  US
 FJ0326  USGS QUAD   -  WASHINGTON (2018)
 FJ0326
 FJ0326                         *CURRENT SURVEY CONTROL
 FJ0326  ______________________________________________________________________
 FJ0326* NAD 83(1986) POSITION- 35 05 04.     (N) 097 22 51.     (W)   SCALED
 FJ0326* NAVD 88 ORTHO HEIGHT -   325.827 (meters)     1068.98  (feet) ADJUSTED
 FJ0326  ______________________________________________________________________
 FJ0326  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 FJ0326  DYNAMIC HEIGHT  -        325.511 (meters)     1067.95  (feet) COMP
 FJ0326  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 FJ0326
 FJ0326  VERT ORDER      -  SECOND    CLASS 0
 FJ0326
 FJ0326.The horizontal coordinates were scaled from a map and have
 FJ0326.an estimated accuracy of +/- 6 seconds.
 FJ0326
 FJ0326.The orthometric height was determined by differential leveling and
 FJ0326.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0326.in August 1994.
 FJ0326
 FJ0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0326.GEOID18 height accuracy estimate available here.
 FJ0326
 FJ0326.Click photographs - Photos may exist for this station.
 FJ0326
 FJ0326.The dynamic height is computed by dividing the NAVD 88
 FJ0326.geopotential number by the normal gravity value computed on the
 FJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0326.degrees latitude (g = 980.6199 gals.).
 FJ0326
 FJ0326.The modeled gravity was interpolated from observed gravity values.
 FJ0326
 FJ0326;                    North         East    Units  Estimated Accuracy
 FJ0326;SPC OK S     -   194,420.      656,460.      MT  (+/- 180 meters Scaled)
 FJ0326
 FJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD476836(NAD 83)
 FJ0326
 FJ0326                          SUPERSEDED SURVEY CONTROL
 FJ0326
 FJ0326  NAVD 88 (06/15/91)  325.843  (m)         1069.04   (f) SUPERSEDED  2 0
 FJ0326  NGVD 29 (??/??/92)  325.736  (m)         1068.69   (f) ADJ UNCH    2 0
 FJ0326
 FJ0326.Superseded values are not recommended for survey control.
 FJ0326
 FJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0326.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0326
 FJ0326_MARKER: DB = BENCH MARK DISK
 FJ0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0326_SP_SET: BRIDGE ABUTMENT
 FJ0326_STAMPING: W 142 1934
 FJ0326_MARK LOGO: CGS
 FJ0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0326
 FJ0326  HISTORY     - Date     Condition        Report By
 FJ0326  HISTORY     - 1934     MONUMENTED       CGS
 FJ0326
 FJ0326                          STATION DESCRIPTION
 FJ0326
 FJ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0326'3.9 MI S FROM NOBLE.
 FJ0326'3.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0326'FROM THE STATION AT NOBLE, AT BRIDGE 412 A OVER CANADIAN RIVER,
 FJ0326'IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT, 1 FOOT SOUTHWEST OF
 FJ0326'THE NORTHEAST END OF THE ABUTMENT, AND 12.1 FEET EAST OF THE
 FJ0326'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED W 142 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0273 ***********************************************************************
 FJ0273  DESIGNATION -  W 143
 FJ0273  PID         -  FJ0273
 FJ0273  STATE/COUNTY-  OK/OKLAHOMA
 FJ0273  COUNTRY     -  US
 FJ0273  USGS QUAD   -  SPENCER (2018)
 FJ0273
 FJ0273                         *CURRENT SURVEY CONTROL
 FJ0273  ______________________________________________________________________
 FJ0273* NAD 83(1986) POSITION- 35 36 53.     (N) 097 29 46.     (W)   SCALED
 FJ0273* NAVD 88 ORTHO HEIGHT -   355.667 (meters)     1166.88  (feet) ADJUSTED
 FJ0273  ______________________________________________________________________
 FJ0273  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 FJ0273  DYNAMIC HEIGHT  -        355.332 (meters)     1165.79  (feet) COMP
 FJ0273  MODELED GRAVITY -    979,679.9   (mgal)                       NAVD 88
 FJ0273
 FJ0273  VERT ORDER      -  SECOND    CLASS 0
 FJ0273
 FJ0273.The horizontal coordinates were scaled from a map and have
 FJ0273.an estimated accuracy of +/- 6 seconds.
 FJ0273
 FJ0273.The orthometric height was determined by differential leveling and
 FJ0273.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0273.in August 1994.
 FJ0273
 FJ0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0273.GEOID18 height accuracy estimate available here.
 FJ0273
 FJ0273.Click photographs - Photos may exist for this station.
 FJ0273
 FJ0273.The dynamic height is computed by dividing the NAVD 88
 FJ0273.geopotential number by the normal gravity value computed on the
 FJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0273.degrees latitude (g = 980.6199 gals.).
 FJ0273
 FJ0273.The modeled gravity was interpolated from observed gravity values.
 FJ0273
 FJ0273;                    North         East    Units  Estimated Accuracy
 FJ0273;SPC OK N     -    68,320.      645,650.      MT  (+/- 180 meters Scaled)
 FJ0273
 FJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE362422(NAD 83)
 FJ0273
 FJ0273                          SUPERSEDED SURVEY CONTROL
 FJ0273
 FJ0273  NAVD 88 (06/15/91)  355.710  (m)         1167.03   (f) SUPERSEDED  2 0
 FJ0273  NGVD 29 (??/??/92)  355.577  (m)         1166.59   (f) ADJ UNCH    2 0
 FJ0273
 FJ0273.Superseded values are not recommended for survey control.
 FJ0273
 FJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0273.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0273
 FJ0273_MARKER: DB = BENCH MARK DISK
 FJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0273_STAMPING: W 143 1934
 FJ0273_MARK LOGO: CGS
 FJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0273+STABILITY: SURFACE MOTION
 FJ0273
 FJ0273  HISTORY     - Date     Condition        Report By
 FJ0273  HISTORY     - 1934     MONUMENTED       CGS
 FJ0273  HISTORY     - 20010930 MARK NOT FOUND   INDIV
 FJ0273
 FJ0273                          STATION DESCRIPTION
 FJ0273
 FJ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0273'2.8 MI S FROM EDMOND.
 FJ0273'2.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0273'FROM THE STATION AT EDMOND, 145 FEET NORTHWEST OF MILEPOST 373,
 FJ0273'49.4 FEET WEST OF THE CENTERLINE OF A COUNTY ROAD, 22.6 FEET SOUTH
 FJ0273'OF A FENCE CORNER, 11.1 FEET SOUTHWEST OF A POLE, 9.6 FEET WEST
 FJ0273'OF A SOUTHEAST-AND-NORTHWEST FENCE, AND 1.6 FEET EAST OF A FENCE
 FJ0273'PARALLELING THE TRACK.  A STANDARD DISK STAMPED W 143 1934 AND
 FJ0273'SET IN THE TOP OF A CONCRETE POST.
 FJ0273
 FJ0273                          STATION RECOVERY (2001)
 FJ0273
 FJ0273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (WHH)
 FJ0273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0335 ***********************************************************************
 GH0335  DESIGNATION -  W 144
 GH0335  PID         -  GH0335
 GH0335  STATE/COUNTY-  OK/LOGAN
 GH0335  COUNTRY     -  US
 GH0335  USGS QUAD   -  MULHALL (2018)
 GH0335
 GH0335                         *CURRENT SURVEY CONTROL
 GH0335  ______________________________________________________________________
 GH0335* NAD 83(1986) POSITION- 36 03 54.1    (N) 097 24 26.1    (W)   HD_HELD2
 GH0335* NAVD 88 ORTHO HEIGHT -   288.087 (meters)      945.17  (feet) ADJUSTED
 GH0335  ______________________________________________________________________
 GH0335  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 GH0335  DYNAMIC HEIGHT  -        287.825 (meters)      944.31  (feet) COMP
 GH0335  MODELED GRAVITY -    979,715.9   (mgal)                       NAVD 88
 GH0335
 GH0335  VERT ORDER      -  SECOND    CLASS 0
 GH0335
 GH0335.The horizontal coordinates were established by autonomous hand held GPS
 GH0335.observations and have an estimated accuracy of +/- 10 meters.
 GH0335
 GH0335.The orthometric height was determined by differential leveling and
 GH0335.adjusted by the NATIONAL GEODETIC SURVEY
 GH0335.in June 1991.
 GH0335
 GH0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0335.GEOID18 height accuracy estimate available here.
 GH0335
 GH0335.Click photographs - Photos may exist for this station.
 GH0335
 GH0335.The dynamic height is computed by dividing the NAVD 88
 GH0335.geopotential number by the normal gravity value computed on the
 GH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0335.degrees latitude (g = 980.6199 gals.).
 GH0335
 GH0335.The modeled gravity was interpolated from observed gravity values.
 GH0335
 GH0335;                    North         East    Units  Estimated Accuracy
 GH0335;SPC OK N     -   118,331.      653,397.      MT  (+/- 10 meters HH2 GPS)
 GH0335
 GH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4343892334(NAD 83)
 GH0335
 GH0335                          SUPERSEDED SURVEY CONTROL
 GH0335
 GH0335  NGVD 29 (??/??/92)  287.961  (m)          944.75   (f) ADJ UNCH    2 0
 GH0335
 GH0335.Superseded values are not recommended for survey control.
 GH0335
 GH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0335.See file dsdata.pdf to determine how the superseded data were derived.
 GH0335
 GH0335_MARKER: DB = BENCH MARK DISK
 GH0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0335_SP_SET: BUILDING
 GH0335_STAMPING: W 144 1934
 GH0335_MARK LOGO: CGS
 GH0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0335+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2016
 GH0335
 GH0335  HISTORY     - Date     Condition        Report By
 GH0335  HISTORY     - 1934     MONUMENTED       CGS
 GH0335  HISTORY     - 1988     GOOD             USPSQD
 GH0335  HISTORY     - 20161122 GOOD             OKDOT
 GH0335
 GH0335                          STATION DESCRIPTION
 GH0335
 GH0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0335'AT MULHALL.
 GH0335'AT MULHALL, LOGAN COUNTY, AT THE OKLAHOMA STATE BANK BUILDING IN
 GH0335'1934, IN THE SANDSTONE WALL AT THE SOUTHEAST CORNER OF THE
 GH0335'BUILDING, 5.9 FEET WEST OF THE MIDDLE OF THE FRONT ENTRANCE
 GH0335'DOOR, 3 FEET EAST OF A WINDOW, AND 4.4 FEET ABOVE THE GROUND.
 GH0335'A STANDARD DISK, STAMPED W 144 1934 AND SET VERTICALLY.
 GH0335
 GH0335                          STATION RECOVERY (1988)
 GH0335
 GH0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0335'RECOVERED IN GOOD CONDITION.
 GH0335
 GH0335                          STATION RECOVERY (2016)
 GH0335
 GH0335'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (AJG)
 GH0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0096 ***********************************************************************
 FJ0096  DESIGNATION -  W 147
 FJ0096  PID         -  FJ0096
 FJ0096  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0096  COUNTRY     -  US
 FJ0096  USGS QUAD   -  SHAWNEE (2018)
 FJ0096
 FJ0096                         *CURRENT SURVEY CONTROL
 FJ0096  ______________________________________________________________________
 FJ0096* NAD 83(1986) POSITION- 35 19 28.     (N) 096 55 20.     (W)   SCALED
 FJ0096* NAVD 88 ORTHO HEIGHT -   316.272 (meters)     1037.64  (feet) ADJUSTED
 FJ0096  ______________________________________________________________________
 FJ0096  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 FJ0096  DYNAMIC HEIGHT  -        315.971 (meters)     1036.65  (feet) COMP
 FJ0096  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 FJ0096
 FJ0096  VERT ORDER      -  SECOND    CLASS 0
 FJ0096
 FJ0096.The horizontal coordinates were scaled from a map and have
 FJ0096.an estimated accuracy of +/- 6 seconds.
 FJ0096
 FJ0096.The orthometric height was determined by differential leveling and
 FJ0096.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0096.in June 1991.
 FJ0096
 FJ0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0096.GEOID18 height accuracy estimate available here.
 FJ0096
 FJ0096.Click photographs - Photos may exist for this station.
 FJ0096
 FJ0096.The dynamic height is computed by dividing the NAVD 88
 FJ0096.geopotential number by the normal gravity value computed on the
 FJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0096.degrees latitude (g = 980.6199 gals.).
 FJ0096
 FJ0096.The modeled gravity was interpolated from observed gravity values.
 FJ0096
 FJ0096;                    North         East    Units  Estimated Accuracy
 FJ0096;SPC OK S     -   221,390.      698,000.      MT  (+/- 180 meters Scaled)
 FJ0096
 FJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE888110(NAD 83)
 FJ0096
 FJ0096                          SUPERSEDED SURVEY CONTROL
 FJ0096
 FJ0096  NGVD 29 (??/??/92)  316.192  (m)         1037.37   (f) ADJ UNCH    2 0
 FJ0096
 FJ0096.Superseded values are not recommended for survey control.
 FJ0096
 FJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0096.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0096
 FJ0096_MARKER: DB = BENCH MARK DISK
 FJ0096_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0096_STAMPING: W 147 1934
 FJ0096_MARK LOGO: CGS
 FJ0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0096
 FJ0096  HISTORY     - Date     Condition        Report By
 FJ0096  HISTORY     - 1934     MONUMENTED       CGS
 FJ0096  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0096
 FJ0096                          STATION DESCRIPTION
 FJ0096
 FJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0096'AT SHAWNEE, POTTAWATOMIE COUNTY, 132 FEET SOUTHEAST OF THE
 FJ0096'SOUTHEAST CORNER OF THE OKLAHOMA CITY-ADA-ATOKA RAILWAY STATION,
 FJ0096'40 FEET SOUTHWEST OF THE CENTER OF THE SOUTH-WESTERN BELL STREET
 FJ0096'CROSSING, 16.9 FEET EAST OF AN IRON GATE, 7.1 FEET WEST OF A
 FJ0096'DE-RAIL SIGN, 30.7 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 FJ0096'AND 2.3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED W 147
 FJ0096'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0096
 FJ0096                          STATION RECOVERY (1964)
 FJ0096
 FJ0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0283 ***********************************************************************
 EL0283  DESIGNATION -  W 148
 EL0283  PID         -  EL0283
 EL0283  STATE/COUNTY-  OK/SEMINOLE
 EL0283  COUNTRY     -  US
 EL0283  USGS QUAD   -  KONAWA (2018)
 EL0283
 EL0283                         *CURRENT SURVEY CONTROL
 EL0283  ______________________________________________________________________
 EL0283* NAD 83(1986) POSITION- 34 57 36.09   (N) 096 45 07.25   (W)   HD_HELD1
 EL0283* NAVD 88 ORTHO HEIGHT -   293.233 (meters)      962.05  (feet) ADJUSTED
 EL0283  ______________________________________________________________________
 EL0283  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 EL0283  DYNAMIC HEIGHT  -        292.951 (meters)      961.12  (feet) COMP
 EL0283  MODELED GRAVITY -    979,665.2   (mgal)                       NAVD 88
 EL0283
 EL0283  VERT ORDER      -  SECOND    CLASS 0
 EL0283
 EL0283.The horizontal coordinates were determined by differentially corrected
 EL0283.hand held GPS observations or other comparable positioning techniques
 EL0283.and have an estimated accuracy of +/- 3 meters.
 EL0283
 EL0283.The orthometric height was determined by differential leveling and
 EL0283.adjusted by the NATIONAL GEODETIC SURVEY
 EL0283.in June 1991.
 EL0283
 EL0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0283.GEOID18 height accuracy estimate available here.
 EL0283
 EL0283.Click photographs - Photos may exist for this station.
 EL0283
 EL0283.The dynamic height is computed by dividing the NAVD 88
 EL0283.geopotential number by the normal gravity value computed on the
 EL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0283.degrees latitude (g = 980.6199 gals.).
 EL0283
 EL0283.The modeled gravity was interpolated from observed gravity values.
 EL0283
 EL0283;                    North         East    Units  Estimated Accuracy
 EL0283;SPC OK S     -   181,145.1     713,974.0     MT  (+/- 3 meters HH1 GPS) 
 EL0283
 EL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0525070917(NAD 83)
 EL0283
 EL0283                          SUPERSEDED SURVEY CONTROL
 EL0283
 EL0283  NGVD 29 (??/??/92)  293.143  (m)          961.75   (f) ADJ UNCH    2 0
 EL0283
 EL0283.Superseded values are not recommended for survey control.
 EL0283
 EL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0283.See file dsdata.pdf to determine how the superseded data were derived.
 EL0283
 EL0283_MARKER: DB = BENCH MARK DISK
 EL0283_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0283_STAMPING: W 148 1934
 EL0283_MARK LOGO: CGS
 EL0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0283
 EL0283  HISTORY     - Date     Condition        Report By
 EL0283  HISTORY     - 1934     MONUMENTED       CGS
 EL0283  HISTORY     - 1957     POOR             USGS
 EL0283  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0283
 EL0283                          STATION DESCRIPTION
 EL0283
 EL0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0283'IN KONAWA.
 EL0283'IN THE TOWN OF, AT RAILROAD STATION 99.2 FEET NORTHWEST OF HWY.
 EL0283'48 AT RAILROAD CROSSING, 43.6 FEET SOUTHEAST OF EAST CORNER
 EL0283'OF RAILROAD STATION, 23.8 FEET SOUTHWEST OF CENTERLINE OF OKLA.
 EL0283'CITY, ADA, ATOKA.  RAILWAY, 1 FOOT NORTH OF TELEPHONE POLE.
 EL0283'TABLET SET IN PRECAST CONCRETE POST.
 EL0283
 EL0283                          STATION RECOVERY (1957)
 EL0283
 EL0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EL0283'MARK RECOVERED IN POOR CONDITION.
 EL0283
 EL0283                          STATION RECOVERY (2017)
 EL0283
 EL0283'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0084 ***********************************************************************
 FJ0084  DESIGNATION -  W 149
 FJ0084  PID         -  FJ0084
 FJ0084  STATE/COUNTY-  OK/SEMINOLE
 FJ0084  COUNTRY     -  US
 FJ0084  USGS QUAD   -  WEWOKA EAST (2018)
 FJ0084
 FJ0084                         *CURRENT SURVEY CONTROL
 FJ0084  ______________________________________________________________________
 FJ0084* NAD 83(1986) POSITION- 35 08 40.     (N) 096 26 38.     (W)   SCALED
 FJ0084* NAVD 88 ORTHO HEIGHT -   239.681 (meters)      786.35  (feet) ADJUSTED
 FJ0084  ______________________________________________________________________
 FJ0084  GEOID HEIGHT    -        -27.852 (meters)                     GEOID18
 FJ0084  DYNAMIC HEIGHT  -        239.449 (meters)      785.59  (feet) COMP
 FJ0084  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 FJ0084
 FJ0084  VERT ORDER      -  SECOND    CLASS 0
 FJ0084
 FJ0084.The horizontal coordinates were scaled from a map and have
 FJ0084.an estimated accuracy of +/- 6 seconds.
 FJ0084
 FJ0084.The orthometric height was determined by differential leveling and
 FJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0084.in June 1991.
 FJ0084
 FJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0084.GEOID18 height accuracy estimate available here.
 FJ0084
 FJ0084.Click photographs - Photos may exist for this station.
 FJ0084
 FJ0084.The dynamic height is computed by dividing the NAVD 88
 FJ0084.geopotential number by the normal gravity value computed on the
 FJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0084.degrees latitude (g = 980.6199 gals.).
 FJ0084
 FJ0084.The modeled gravity was interpolated from observed gravity values.
 FJ0084
 FJ0084;                    North         East    Units  Estimated Accuracy
 FJ0084;SPC OK S     -   201,990.      741,800.      MT  (+/- 180 meters Scaled)
 FJ0084
 FJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD328920(NAD 83)
 FJ0084
 FJ0084                          SUPERSEDED SURVEY CONTROL
 FJ0084
 FJ0084  NGVD 29 (??/??/92)  239.575  (m)          786.01   (f) ADJ UNCH    2 0
 FJ0084
 FJ0084.Superseded values are not recommended for survey control.
 FJ0084
 FJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0084.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0084
 FJ0084_MARKER: DB = BENCH MARK DISK
 FJ0084_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0084_STAMPING: W 149 1934
 FJ0084_MARK LOGO: CGS
 FJ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0084
 FJ0084  HISTORY     - Date     Condition        Report By
 FJ0084  HISTORY     - 1934     MONUMENTED       CGS
 FJ0084  HISTORY     - 1969     GOOD             CGS
 FJ0084  HISTORY     - 20220919 MARK NOT FOUND   OKDOT
 FJ0084
 FJ0084                          STATION DESCRIPTION
 FJ0084
 FJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0084'3.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0084'RAILWAY FROM THE STATION AT WEWOKA, SEMINOLE COUNTY, 225 FEET
 FJ0084'SOUTH OF POLE 415+20, AT A COUNTY-ROAD CROSSING, 37 FEET SOUTH
 FJ0084'OF THE CENTERLINE OF THE ROAD, 41 FEET EAST OF THE TRACK, 4.6 FEET
 FJ0084'SOUTH OF THE CORNER POST OF A FENCE, AND 1.6 FEET WEST OF A
 FJ0084'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED W 149
 FJ0084'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0084
 FJ0084                          STATION RECOVERY (1969)
 FJ0084
 FJ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0084'RECOVERED IN GOOD CONDITION.
 FJ0084
 FJ0084                          STATION RECOVERY (2022)
 FJ0084
 FJ0084'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (CP)
 FJ0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0092 ***********************************************************************
 EL0092  DESIGNATION -  W 15
 EL0092  PID         -  EL0092
 EL0092  STATE/COUNTY-  OK/ATOKA
 EL0092  COUNTRY     -  US
 EL0092  USGS QUAD   -  STRINGTOWN (2019)
 EL0092
 EL0092                         *CURRENT SURVEY CONTROL
 EL0092  ______________________________________________________________________
 EL0092* NAD 83(1986) POSITION- 34 25 58.     (N) 096 04 46.     (W)   SCALED
 EL0092* NAVD 88 ORTHO HEIGHT -   180.607 (meters)      592.54  (feet) ADJUSTED
 EL0092  ______________________________________________________________________
 EL0092  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 EL0092  DYNAMIC HEIGHT  -        180.421 (meters)      591.93  (feet) COMP
 EL0092  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 EL0092
 EL0092  VERT ORDER      -  FIRST     CLASS II
 EL0092
 EL0092.The horizontal coordinates were scaled from a map and have
 EL0092.an estimated accuracy of +/- 6 seconds.
 EL0092
 EL0092.The orthometric height was determined by differential leveling and
 EL0092.adjusted by the NATIONAL GEODETIC SURVEY
 EL0092.in June 1991.
 EL0092
 EL0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0092.GEOID18 height accuracy estimate available here.
 EL0092
 EL0092.Click photographs - Photos may exist for this station.
 EL0092
 EL0092.The dynamic height is computed by dividing the NAVD 88
 EL0092.geopotential number by the normal gravity value computed on the
 EL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0092.degrees latitude (g = 980.6199 gals.).
 EL0092
 EL0092.The modeled gravity was interpolated from observed gravity values.
 EL0092
 EL0092;                    North         East    Units  Estimated Accuracy
 EL0092;SPC OK S     -   123,630.      776,500.      MT  (+/- 180 meters Scaled)
 EL0092
 EL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD683140(NAD 83)
 EL0092
 EL0092                          SUPERSEDED SURVEY CONTROL
 EL0092
 EL0092  NGVD 29 (??/??/92)  180.524  (m)          592.27   (f) ADJ UNCH    1 2
 EL0092
 EL0092.Superseded values are not recommended for survey control.
 EL0092
 EL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0092.See file dsdata.pdf to determine how the superseded data were derived.
 EL0092
 EL0092_MARKER: DB = BENCH MARK DISK
 EL0092_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0092+WITH SETTING: PAVEMENT
 EL0092_SP_SET: SEMAPHORE BASE
 EL0092_STAMPING: W 15 1933
 EL0092_MARK LOGO: CGS
 EL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0092+STABILITY: SURFACE MOTION
 EL0092
 EL0092  HISTORY     - Date     Condition        Report By
 EL0092  HISTORY     - 1933     MONUMENTED       CGS
 EL0092  HISTORY     - 1934     GOOD             CGS
 EL0092
 EL0092                          STATION DESCRIPTION
 EL0092
 EL0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0092'4.2 MI N FROM ATOKA.
 EL0092'ON THE M.K.T. R.R. 0.4 MI. NORTH OF MILEPOST 606, 60 FT. WEST
 EL0092'OF WEST TRACKS, AND 125 FT. SOUTHWEST OF SEMAPHORE MARKED 605.6.
 EL0092
 EL0092                          STATION RECOVERY (1934)
 EL0092
 EL0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0037 ***********************************************************************
 EL0037  DESIGNATION -  W 150
 EL0037  PID         -  EL0037
 EL0037  STATE/COUNTY-  OK/HUGHES
 EL0037  COUNTRY     -  US
 EL0037  USGS QUAD   -  STUART (2018)
 EL0037
 EL0037                         *CURRENT SURVEY CONTROL
 EL0037  ______________________________________________________________________
 EL0037* NAD 83(1986) POSITION- 34 54 14.     (N) 096 05 55.     (W)   SCALED
 EL0037* NAVD 88 ORTHO HEIGHT -   221.556 (meters)      726.89  (feet) ADJUSTED
 EL0037  ______________________________________________________________________
 EL0037  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 EL0037  DYNAMIC HEIGHT  -        221.336 (meters)      726.17  (feet) COMP
 EL0037  MODELED GRAVITY -    979,636.1   (mgal)                       NAVD 88
 EL0037
 EL0037  VERT ORDER      -  SECOND    CLASS 0
 EL0037
 EL0037.The horizontal coordinates were scaled from a map and have
 EL0037.an estimated accuracy of +/- 6 seconds.
 EL0037
 EL0037.The orthometric height was determined by differential leveling and
 EL0037.adjusted by the NATIONAL GEODETIC SURVEY
 EL0037.in June 1991.
 EL0037
 EL0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0037.GEOID18 height accuracy estimate available here.
 EL0037
 EL0037.Click photographs - Photos may exist for this station.
 EL0037
 EL0037.The dynamic height is computed by dividing the NAVD 88
 EL0037.geopotential number by the normal gravity value computed on the
 EL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0037.degrees latitude (g = 980.6199 gals.).
 EL0037
 EL0037.The modeled gravity was interpolated from observed gravity values.
 EL0037
 EL0037;                    North         East    Units  Estimated Accuracy
 EL0037;SPC OK S     -   175,850.      773,760.      MT  (+/- 180 meters Scaled)
 EL0037
 EL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD651662(NAD 83)
 EL0037
 EL0037                          SUPERSEDED SURVEY CONTROL
 EL0037
 EL0037  NGVD 29 (??/??/92)  221.440  (m)          726.51   (f) ADJ UNCH    2 0
 EL0037
 EL0037.Superseded values are not recommended for survey control.
 EL0037
 EL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0037.See file dsdata.pdf to determine how the superseded data were derived.
 EL0037
 EL0037_MARKER: DB = BENCH MARK DISK
 EL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0037_STAMPING: W 150 1934
 EL0037_MARK LOGO: CGS
 EL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0037+STABILITY: SURFACE MOTION
 EL0037
 EL0037  HISTORY     - Date     Condition        Report By
 EL0037  HISTORY     - 1934     MONUMENTED       CGS
 EL0037  HISTORY     - 1969     GOOD             CGS
 EL0037
 EL0037                          STATION DESCRIPTION
 EL0037
 EL0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0037'AT STUART.
 EL0037'AT STUART, HUGHES COUNTY, 45.1 FEET WEST OF THE NORTHWEST CORNER
 EL0037'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, 24.6
 EL0037'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 4.2 FEET SOUTHEAST
 EL0037'OF THE NORTHWEST FENCE CORNER OF A PARK, AND 1 FOOT SOUTH OF A
 EL0037'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED W 150 1934
 EL0037'AND SET IN THE TOP OF A CONCRETE POST.
 EL0037
 EL0037                          STATION RECOVERY (1969)
 EL0037
 EL0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0121 ***********************************************************************
 EM0121  DESIGNATION -  W 151
 EM0121  PID         -  EM0121
 EM0121  STATE/COUNTY-  OK/TILLMAN
 EM0121  COUNTRY     -  US
 EM0121  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0121
 EM0121                         *CURRENT SURVEY CONTROL
 EM0121  ______________________________________________________________________
 EM0121* NAD 83(1986) POSITION- 34 16 32.     (N) 098 40 47.     (W)   SCALED
 EM0121* NAVD 88 ORTHO HEIGHT -   309.553 (meters)     1015.59  (feet) ADJUSTED
 EM0121  ______________________________________________________________________
 EM0121  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 EM0121  DYNAMIC HEIGHT  -        309.221 (meters)     1014.50  (feet) COMP
 EM0121  MODELED GRAVITY -    979,554.7   (mgal)                       NAVD 88
 EM0121
 EM0121  VERT ORDER      -  SECOND    CLASS 0
 EM0121
 EM0121.The horizontal coordinates were scaled from a map and have
 EM0121.an estimated accuracy of +/- 6 seconds.
 EM0121
 EM0121.The orthometric height was determined by differential leveling and
 EM0121.adjusted by the NATIONAL GEODETIC SURVEY
 EM0121.in June 1991.
 EM0121
 EM0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0121.GEOID18 height accuracy estimate available here.
 EM0121
 EM0121.Click photographs - Photos may exist for this station.
 EM0121
 EM0121.The dynamic height is computed by dividing the NAVD 88
 EM0121.geopotential number by the normal gravity value computed on the
 EM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0121.degrees latitude (g = 980.6199 gals.).
 EM0121
 EM0121.The modeled gravity was interpolated from observed gravity values.
 EM0121
 EM0121;                    North         East    Units  Estimated Accuracy
 EM0121;SPC OK S     -   104,730.      537,410.      MT  (+/- 180 meters Scaled)
 EM0121
 EM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC294927(NAD 83)
 EM0121
 EM0121                          SUPERSEDED SURVEY CONTROL
 EM0121
 EM0121  NGVD 29 (??/??/92)  309.447  (m)         1015.24   (f) ADJ UNCH    2 0
 EM0121
 EM0121.Superseded values are not recommended for survey control.
 EM0121
 EM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0121.See file dsdata.pdf to determine how the superseded data were derived.
 EM0121
 EM0121_MARKER: DB = BENCH MARK DISK
 EM0121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0121_STAMPING: W 151 1934
 EM0121_MARK LOGO: CGS
 EM0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0121
 EM0121  HISTORY     - Date     Condition        Report By
 EM0121  HISTORY     - 1934     MONUMENTED       CGS
 EM0121  HISTORY     - 1963     GOOD             CGS
 EM0121  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EM0121
 EM0121                          STATION DESCRIPTION
 EM0121
 EM0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0121'3.2 MI N FROM GRANDFIELD.
 EM0121'3.2 MILES NORTH OF, ALONG ST. HWY. 36, FROM R.R. STATION NORTHEAST
 EM0121'CORNER OF INTERSECTION.  500 FEET SOUTH OF DREDGED DRAINAGE DITCH. 108
 EM0121'FEET SOUTH OF SOUTH END OF CONCRETE HIGHWAY BRIDGE.  62 FEET EAST OF
 EM0121'CENTERLINE OF STATE HWY. 36.  53 FEET NORTH OF CENTERLINE OF CROSS
 EM0121'SECTION ROAD.  26 FEET NORTHEAST OF TELEPHONE POLE.  TABLET SET IN
 EM0121'PRECAST CONCRETE POST.
 EM0121
 EM0121                          STATION RECOVERY (1963)
 EM0121
 EM0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0121'RECOVERED IN GOOD CONDITION.
 EM0121
 EM0121                          STATION RECOVERY (1986)
 EM0121
 EM0121'RECOVERY NOTE BY US POWER SQUADRON 1986 (RRB)
 EM0121'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0005 ***********************************************************************
 EM0005  DESIGNATION -  W 152
 EM0005  PID         -  EM0005
 EM0005  STATE/COUNTY-  OK/COMANCHE
 EM0005  COUNTRY     -  US
 EM0005  USGS QUAD   -  FORT SILL (2018)
 EM0005
 EM0005                         *CURRENT SURVEY CONTROL
 EM0005  ______________________________________________________________________
 EM0005* NAD 83(2011) POSITION- 34 39 24.35050(N) 098 22 56.81895(W)   ADJUSTED
 EM0005* NAD 83(2011) ELLIP HT-   312.387 (meters)        (06/27/12)   ADJUSTED
 EM0005* NAD 83(2011) EPOCH   -  2010.00
 EM0005* NAVD 88 ORTHO HEIGHT -   338.159 (meters)     1109.44  (feet) ADJUSTED
 EM0005  ______________________________________________________________________
 EM0005  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 EM0005  NAD 83(2011) X  -   -765,699.337 (meters)                     COMP
 EM0005  NAD 83(2011) Y  - -5,196,319.184 (meters)                     COMP
 EM0005  NAD 83(2011) Z  -  3,606,787.878 (meters)                     COMP
 EM0005  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 EM0005  DYNAMIC HEIGHT  -        337.819 (meters)     1108.33  (feet) COMP
 EM0005  MODELED GRAVITY -    979,620.4   (mgal)                       NAVD 88
 EM0005
 EM0005  VERT ORDER      -  SECOND    CLASS 0
 EM0005
 EM0005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EM0005  Standards:
 EM0005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EM0005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EM0005  -------------------------------------------------------------------
 EM0005  NETWORK    2.61   5.23           1.16   0.95   2.67     -0.05660443
 EM0005  -------------------------------------------------------------------
 EM0005  Click here for local accuracies and other accuracy information.
 EM0005
 EM0005.The horizontal coordinates were established by GPS observations
 EM0005.and adjusted by the National Geodetic Survey in June 2012.
 EM0005
 EM0005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EM0005.been affixed to the stable North American tectonic plate. See 
 EM0005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EM0005
 EM0005.The horizontal coordinates are valid at the epoch date displayed above
 EM0005.which is a decimal equivalence of Year/Month/Day.
 EM0005
 EM0005.The orthometric height was determined by differential leveling and
 EM0005.adjusted by the NATIONAL GEODETIC SURVEY
 EM0005.in June 1991.
 EM0005
 EM0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0005.GEOID18 height accuracy estimate available here.
 EM0005
 EM0005.Click photographs - Photos may exist for this station.
 EM0005
 EM0005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0005
 EM0005.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0005
 EM0005.The ellipsoidal height was determined by GPS observations
 EM0005.and is referenced to NAD 83.
 EM0005
 EM0005.The dynamic height is computed by dividing the NAVD 88
 EM0005.geopotential number by the normal gravity value computed on the
 EM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0005.degrees latitude (g = 980.6199 gals.).
 EM0005
 EM0005.The modeled gravity was interpolated from observed gravity values.
 EM0005
 EM0005. The following values were computed from the NAD 83(2011) position.
 EM0005
 EM0005;                    North         East     Units Scale Factor Converg.
 EM0005;SPC OK S     -   146,865.937   564,944.007   MT  0.99993674   -0 13 01.5
 EM0005;SPC OK S     -   481,842.66  1,853,487.13   sFT  0.99993674   -0 13 01.5
 EM0005;UTM  14      - 3,835,153.997   556,587.177   MT  0.99963947   +0 21 04.3
 EM0005
 EM0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0005!SPC OK S     -   0.99995097  x   0.99993674  =   0.99988771
 EM0005!UTM  14      -   0.99995097  x   0.99963947  =   0.99959045
 EM0005
 EM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5658735153(NAD 83)
 EM0005
 EM0005                          SUPERSEDED SURVEY CONTROL
 EM0005
 EM0005  NAD 83(2007)-  34 39 24.35030(N)    098 22 56.81945(W) AD(2002.00) 0
 EM0005  ELLIP H (02/10/07)  312.411  (m)                       GP(2002.00)    
 EM0005  NAD 83(1993)-  34 39 24.35004(N)    098 22 56.81944(W) AD(       ) 1
 EM0005  ELLIP H (03/07/02)  312.428  (m)                       GP(       ) 4 2
 EM0005  NAD 83(1993)-  34 39 24.35184(N)    098 22 56.81936(W) AD(       ) 1
 EM0005  ELLIP H (11/28/94)  312.466  (m)                       GP(       ) 5 1
 EM0005  NAD 83(1986)-  34 39 24.35730(N)    098 22 56.80411(W) AD(       ) 1
 EM0005  NAVD 88             338.16   (m)         1109.4    (f) LEVELING    3  
 EM0005  NGVD 29 (??/??/92)  338.054  (m)         1109.10   (f) ADJ UNCH    2 0
 EM0005  NGVD 29 (12/08/88)  338.     (m)  RAPSU86  model used  GPS OBS        
 EM0005
 EM0005.Superseded values are not recommended for survey control.
 EM0005
 EM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0005.See file dsdata.pdf to determine how the superseded data were derived.
 EM0005
 EM0005_MARKER: DB = BENCH MARK DISK
 EM0005_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0005_STAMPING: W 152 1934
 EM0005_MARK LOGO: CGS
 EM0005_PROJECTION: RECESSED 51 CENTIMETERS
 EM0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0005+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2016
 EM0005
 EM0005  HISTORY     - Date     Condition        Report By
 EM0005  HISTORY     - 1934     MONUMENTED       CGS
 EM0005  HISTORY     - 1971     GOOD             OKDH
 EM0005  HISTORY     - 1988     GOOD             NGS
 EM0005  HISTORY     - 20000216 GOOD             LOCSUR
 EM0005  HISTORY     - 20010530 GOOD             MSAM
 EM0005  HISTORY     - 20121201 GOOD             MARDET
 EM0005  HISTORY     - 20140727 GOOD             GEOCAC
 EM0005  HISTORY     - 20160428 GOOD             GRWAS
 EM0005
 EM0005                          STATION DESCRIPTION
 EM0005
 EM0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0005'4.3 MI N FROM LAWTON.
 EM0005'4.3 MILES NORTH OF, ALONG C.R.I. AND P.RY, FROM POST OFFICE 550 FEET
 EM0005'SOUTH OF SOUTH END OF FORT SILL RAILROAD STATION.  114 FEET WEST OF
 EM0005'CENTERLINE OF FRISCO R.R. MAIN LINE TRACK.  96 FEET EAST OF EAST SIDE
 EM0005'OF STOCK LOADING CHUTE NO.4.  39 FEET EAST OF CENTERLINE OF CHICAGO,
 EM0005'ROCK ISLAND AND PACIFIC RY. MAIN LINE TRACK.  17.5 FEET SOUTH OF M.P.
 EM0005'492-20.  TABLET SET IN PRECAST CONCRETE POST.
 EM0005
 EM0005                          STATION RECOVERY (1971)
 EM0005
 EM0005'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0005'RECOVERED IN GOOD CONDITION.
 EM0005
 EM0005                          STATION RECOVERY (1988)
 EM0005
 EM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EM0005'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 EM0005'NORTHEAST OF LAWTON AND ABOUT 0.3 KM (0.2 MI) SOUTH-SOUTHEAST OF
 EM0005'KEY GATE ONTO FORT SILL.
 EM0005'OWNERSHIP--US ARMY INSTALLATION, CONTACT LTCM GEORGE E. LEIGH, NOAA
 EM0005'LIAISON OFFICER, US ARMY FIELD ARTILLERY SCHOOL, FORT SILL, OK
 EM0005'73503-5600, PHONE 405-351-4300.
 EM0005'
 EM0005'TO REACH THE STATION FROM KEY GATE ONTO FORT SILL, WHICH IS ON THE
 EM0005'WEST SIDE OF INTERSTATE HIGHWAY 44 WHICH CROSSES THROUGH FORT SILL,
 EM0005'GO EAST ON SHERIDAN ROAD FOR 0.2 KM (0.1 MI), PASSING UNDER
 EM0005'INTERSTATE HIGHWAY 44, TO A GRAVEL ROAD RIGHT JUST BEFORE REACHING
 EM0005'RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI)
 EM0005'CROSSING OVER FOUR SETS OF TRACKS TO A GRAVEL ROAD RIGHT.  TURN
 EM0005'RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 EM0005'
 EM0005'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---W 152
 EM0005'1934---, SET IN THE TOP OF ROUND CONCRETE MONUMENT THAT IS
 EM0005'SURROUNDED BY A CONCRETE PIPE AND RECESSED 1.0 METER (3.3 FT) BELOW
 EM0005'THE GROUND SURFACE.  THE CONCRETE PIPE PROJECTS ABOUT 15 CM AND IS
 EM0005'40 CM IN DIAMETER.  LOCATED 29.0 METERS (95.1 FT) WEST FROM SET OF
 EM0005'RAILROAD TRACKS, 20.7 METERS (68.0 FT) SOUTH FROM RM 1, 15.6 METERS
 EM0005'(51.2 FT) WEST FROM RM 2, 7.0 METERS (23.0 FT) EAST FROM SET OF
 EM0005'RAILROAD TRACKS AND 1.0 METER (3.3 FT) EAST FROM A METAL WITNESS
 EM0005'POST.
 EM0005'
 EM0005'GPS SURVEY, FORT SILL, OKLAHOMA.
 EM0005'
 EM0005'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EM0005'
 EM0005'DESCRIBED BY D.A. BOWLING.
 EM0005
 EM0005                          STATION RECOVERY (2000)
 EM0005
 EM0005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0005'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0005'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED A GOOD GPS OCCUPATION
 EM0005'POINT, NO OBSTRUCTIONS.
 EM0005
 EM0005                          STATION RECOVERY (2001)
 EM0005
 EM0005'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 EM0005'RECOVERY NOTE  BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 EM0005'RECOVERED AS DESCRIBED.
 EM0005
 EM0005                          STATION RECOVERY (2012)
 EM0005
 EM0005'RECOVERY NOTE BY FT SILL MARINE DETACHMENT 2012 (WLD)
 EM0005'A FENCELINE HAS BEEN ERECTED ALONG THE EAST SIDE OF THE INTERSTATE
 EM0005'ALONG THE FT SILL MILITARY RESERVATION BOUNDARY.  ACCESS TO THE
 EM0005'STATION IS EASIEST FROM SOUTH BOUNDARY ROAD.
 EM0005
 EM0005                          STATION RECOVERY (2014)
 EM0005
 EM0005'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0005'RECOVERD IN GOOD CONDITION.  THERE ARE TWO WITNESS POSTS RIGHT NEXT TO
 EM0005'BENCH MARK.  YOU WILL HAVE TO PASS THROUGH THE ARMY BASIC TRAINING PT
 EM0005'AREA TO ACCESS THIS AS THE FENCE HAS BEEN EXTENDED TO ENCLOSE IT FROM
 EM0005'ALL FOUR SIDES.
 EM0005
 EM0005                          STATION RECOVERY (2016)
 EM0005
 EM0005'RECOVERY NOTE BY GRW AERIAL SURVEY 2016 (CJW)
 EM0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0021 ***********************************************************************
 EM0021  DESIGNATION -  W 153
 EM0021  PID         -  EM0021
 EM0021  STATE/COUNTY-  OK/CADDO
 EM0021  COUNTRY     -  US
 EM0021  USGS QUAD   -  APACHE (2018)
 EM0021
 EM0021                         *CURRENT SURVEY CONTROL
 EM0021  ______________________________________________________________________
 EM0021* NAD 83(1986) POSITION- 34 57 28.     (N) 098 18 58.     (W)   SCALED
 EM0021* NAVD 88 ORTHO HEIGHT -   411.094 (meters)     1348.73  (feet) ADJUSTED
 EM0021  ______________________________________________________________________
 EM0021  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 EM0021  DYNAMIC HEIGHT  -        410.669 (meters)     1347.34  (feet) COMP
 EM0021  MODELED GRAVITY -    979,590.0   (mgal)                       NAVD 88
 EM0021
 EM0021  VERT ORDER      -  SECOND    CLASS 0
 EM0021
 EM0021.The horizontal coordinates were scaled from a map and have
 EM0021.an estimated accuracy of +/- 6 seconds.
 EM0021
 EM0021.The orthometric height was determined by differential leveling and
 EM0021.adjusted by the NATIONAL GEODETIC SURVEY
 EM0021.in June 1991.
 EM0021
 EM0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0021.GEOID18 height accuracy estimate available here.
 EM0021
 EM0021.Click photographs - Photos may exist for this station.
 EM0021
 EM0021.The dynamic height is computed by dividing the NAVD 88
 EM0021.geopotential number by the normal gravity value computed on the
 EM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0021.degrees latitude (g = 980.6199 gals.).
 EM0021
 EM0021.The modeled gravity was interpolated from observed gravity values.
 EM0021
 EM0021;                    North         East    Units  Estimated Accuracy
 EM0021;SPC OK S     -   180,240.      571,130.      MT  (+/- 180 meters Scaled)
 EM0021
 EM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND624685(NAD 83)
 EM0021
 EM0021                          SUPERSEDED SURVEY CONTROL
 EM0021
 EM0021  NGVD 29 (??/??/92)  410.942  (m)         1348.23   (f) ADJ UNCH    2 0
 EM0021
 EM0021.Superseded values are not recommended for survey control.
 EM0021
 EM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0021.See file dsdata.pdf to determine how the superseded data were derived.
 EM0021
 EM0021_MARKER: DB = BENCH MARK DISK
 EM0021_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0021_STAMPING: W 153 1934
 EM0021_MARK LOGO: CGS
 EM0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0021
 EM0021  HISTORY     - Date     Condition        Report By
 EM0021  HISTORY     - 1934     MONUMENTED       CGS
 EM0021  HISTORY     - 1963     GOOD             CGS
 EM0021  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0021
 EM0021                          STATION DESCRIPTION
 EM0021
 EM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0021'IN STECKER.
 EM0021'AT STECKER, CADDO COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0021'RAILROAD, 0.1 MILE NORTHEAST OF A SURFACED ROAD CROSSING, 45.5 FEET
 EM0021'NORTHWEST OF THE NORTHWEST RAIL, 1.0 FOOT SOUTHEAST  OF RIGHT-OF-WAY
 EM0021'FENCE, 22.0 FEET NORTHWEST OF A TELEPHONE POLE WITH A PHONE BOX, AND
 EM0021'94.0 FEET NORTHWEST OF A SIGN POST STECKER.  A STANDARD DISK, STAMPED
 EM0021'W 153 1934 AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING
 EM0021'2 INCHES.
 EM0021
 EM0021                          STATION RECOVERY (1987)
 EM0021
 EM0021'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0021'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0468 ***********************************************************************
 EL0468  DESIGNATION -  W 155
 EL0468  PID         -  EL0468
 EL0468  STATE/COUNTY-  OK/CARTER
 EL0468  COUNTRY     -  US
 EL0468  USGS QUAD   -  TATUMS (2018)
 EL0468
 EL0468                         *CURRENT SURVEY CONTROL
 EL0468  ______________________________________________________________________
 EL0468* NAD 83(1986) POSITION- 34 29 33.     (N) 097 24 22.     (W)   SCALED
 EL0468* NAVD 88 ORTHO HEIGHT -   279.198 (meters)      916.00  (feet) ADJUSTED
 EL0468  ______________________________________________________________________
 EL0468  GEOID HEIGHT    -        -25.332 (meters)                     GEOID18
 EL0468  DYNAMIC HEIGHT  -        278.926 (meters)      915.11  (feet) COMP
 EL0468  MODELED GRAVITY -    979,652.1   (mgal)                       NAVD 88
 EL0468
 EL0468  VERT ORDER      -  SECOND    CLASS 0
 EL0468
 EL0468.The horizontal coordinates were scaled from a map and have
 EL0468.an estimated accuracy of +/- 6 seconds.
 EL0468
 EL0468.The orthometric height was determined by differential leveling and
 EL0468.adjusted by the NATIONAL GEODETIC SURVEY
 EL0468.in June 1991.
 EL0468
 EL0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0468.GEOID18 height accuracy estimate available here.
 EL0468
 EL0468.Click photographs - Photos may exist for this station.
 EL0468
 EL0468.The dynamic height is computed by dividing the NAVD 88
 EL0468.geopotential number by the normal gravity value computed on the
 EL0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0468.degrees latitude (g = 980.6199 gals.).
 EL0468
 EL0468.The modeled gravity was interpolated from observed gravity values.
 EL0468
 EL0468;                    North         East    Units  Estimated Accuracy
 EL0468;SPC OK S     -   128,740.      654,540.      MT  (+/- 180 meters Scaled)
 EL0468
 EL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD463179(NAD 83)
 EL0468
 EL0468                          SUPERSEDED SURVEY CONTROL
 EL0468
 EL0468  NGVD 29 (??/??/92)  279.123  (m)          915.76   (f) ADJ UNCH    2 0
 EL0468
 EL0468.Superseded values are not recommended for survey control.
 EL0468
 EL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0468.See file dsdata.pdf to determine how the superseded data were derived.
 EL0468
 EL0468_MARKER: DB = BENCH MARK DISK
 EL0468_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0468_STAMPING: W 155 1934
 EL0468_MARK LOGO: CGS
 EL0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0468
 EL0468  HISTORY     - Date     Condition        Report By
 EL0468  HISTORY     - 1934     MONUMENTED       CGS
 EL0468
 EL0468                          STATION DESCRIPTION
 EL0468
 EL0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0468'10.1 MI E FROM COUNTY LINE.
 EL0468'10.1 MILES EAST OF, ALONG ST. HWY. 22, FROM SCHOOL.  327 FEET
 EL0468'EAST OF EAST END OF HIGHWAY BRIDGE WITH CONCRETE SIDE RAILS,
 EL0468'52 FEET NORTH OF CENTERLINE OF ST. HWY. 22, 5.1 FEET EAST OF
 EL0468'TELEPHONE POLE, 2.6 FEET SOUTH OF FENCE, 2.5 FEET BELOW LEVEL
 EL0468'OF HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0174 ***********************************************************************
 EL0174  DESIGNATION -  W 156
 EL0174  PID         -  EL0174
 EL0174  STATE/COUNTY-  OK/JOHNSTON
 EL0174  COUNTRY     -  US
 EL0174  USGS QUAD   -  TISHOMINGO (2018)
 EL0174
 EL0174                         *CURRENT SURVEY CONTROL
 EL0174  ______________________________________________________________________
 EL0174* NAD 83(1986) POSITION- 34 12 35.     (N) 096 43 26.     (W)   SCALED
 EL0174* NAVD 88 ORTHO HEIGHT -   195.668 (meters)      641.95  (feet) ADJUSTED
 EL0174  ______________________________________________________________________
 EL0174  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 EL0174  DYNAMIC HEIGHT  -        195.473 (meters)      641.31  (feet) COMP
 EL0174  MODELED GRAVITY -    979,635.9   (mgal)                       NAVD 88
 EL0174
 EL0174  VERT ORDER      -  SECOND    CLASS 0
 EL0174
 EL0174.The horizontal coordinates were scaled from a map and have
 EL0174.an estimated accuracy of +/- 6 seconds.
 EL0174
 EL0174.The orthometric height was determined by differential leveling and
 EL0174.adjusted by the NATIONAL GEODETIC SURVEY
 EL0174.in June 1991.
 EL0174
 EL0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0174.GEOID18 height accuracy estimate available here.
 EL0174
 EL0174.Click photographs - Photos may exist for this station.
 EL0174
 EL0174.The dynamic height is computed by dividing the NAVD 88
 EL0174.geopotential number by the normal gravity value computed on the
 EL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0174.degrees latitude (g = 980.6199 gals.).
 EL0174
 EL0174.The modeled gravity was interpolated from observed gravity values.
 EL0174
 EL0174;                    North         East    Units  Estimated Accuracy
 EL0174;SPC OK S     -    97,960.      717,600.      MT  (+/- 180 meters Scaled)
 EL0174
 EL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC096877(NAD 83)
 EL0174
 EL0174                          SUPERSEDED SURVEY CONTROL
 EL0174
 EL0174  NGVD 29 (??/??/92)  195.626  (m)          641.82   (f) ADJ UNCH    2 0
 EL0174
 EL0174.Superseded values are not recommended for survey control.
 EL0174
 EL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0174.See file dsdata.pdf to determine how the superseded data were derived.
 EL0174
 EL0174_MARKER: DB = BENCH MARK DISK
 EL0174_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0174_STAMPING: W 156 1934
 EL0174_MARK LOGO: CGS
 EL0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0174
 EL0174  HISTORY     - Date     Condition        Report By
 EL0174  HISTORY     - 1934     MONUMENTED       CGS
 EL0174
 EL0174                          STATION DESCRIPTION
 EL0174
 EL0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0174'2.1 MI NE FROM RANDOLPH.
 EL0174'2.1 MILES NORTHEAST OF, ALONG C.R.I. AND P.RY., 159 FEET SOUTH OF
 EL0174'M.P. 87-5, 45.4 FEET SOUTHEAST OF CENTERLINE OF CHICAGO, ROCK
 EL0174'ISLAND AND PACIFIC R.R. TRACK, 14.3 FEET SOUTHWEST OF CENTERLINE
 EL0174'OF CROSS ROAD AND GATEWAY IN R/W FENCE, 9 FEET NORTHWEST OF OAK
 EL0174'TREE 2.8 FEET IN DIAMETER AT BASE, 4.7 FEET NORTHWEST OF R/W
 EL0174'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0011 ***********************************************************************
 EL0011  DESIGNATION -  W 157
 EL0011  PID         -  EL0011
 EL0011  STATE/COUNTY-  OK/COAL
 EL0011  COUNTRY     -  US
 EL0011  USGS QUAD   -  CENTRAHOMA (2018)
 EL0011
 EL0011                         *CURRENT SURVEY CONTROL
 EL0011  ______________________________________________________________________
 EL0011* NAD 83(1986) POSITION- 34 31 09.     (N) 096 16 48.     (W)   SCALED
 EL0011* NAVD 88 ORTHO HEIGHT -   194.953 (meters)      639.61  (feet) ADJUSTED
 EL0011  ______________________________________________________________________
 EL0011  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 EL0011  DYNAMIC HEIGHT  -        194.758 (meters)      638.97  (feet) COMP
 EL0011  MODELED GRAVITY -    979,632.9   (mgal)                       NAVD 88
 EL0011
 EL0011  VERT ORDER      -  SECOND    CLASS 0
 EL0011
 EL0011.The horizontal coordinates were scaled from a map and have
 EL0011.an estimated accuracy of +/- 6 seconds.
 EL0011
 EL0011.The orthometric height was determined by differential leveling and
 EL0011.adjusted by the NATIONAL GEODETIC SURVEY
 EL0011.in June 1991.
 EL0011
 EL0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0011.GEOID18 height accuracy estimate available here.
 EL0011
 EL0011.Click photographs - Photos may exist for this station.
 EL0011
 EL0011.The dynamic height is computed by dividing the NAVD 88
 EL0011.geopotential number by the normal gravity value computed on the
 EL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0011.degrees latitude (g = 980.6199 gals.).
 EL0011
 EL0011.The modeled gravity was interpolated from observed gravity values.
 EL0011
 EL0011;                    North         East    Units  Estimated Accuracy
 EL0011;SPC OK S     -   132,880.      757,910.      MT  (+/- 180 meters Scaled)
 EL0011
 EL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD496230(NAD 83)
 EL0011
 EL0011                          SUPERSEDED SURVEY CONTROL
 EL0011
 EL0011  NGVD 29 (??/??/92)  194.883  (m)          639.38   (f) ADJ UNCH    2 0
 EL0011
 EL0011.Superseded values are not recommended for survey control.
 EL0011
 EL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0011.See file dsdata.pdf to determine how the superseded data were derived.
 EL0011
 EL0011_MARKER: DB = BENCH MARK DISK
 EL0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0011_SP_SET: CULVERT HEADWALL
 EL0011_STAMPING: W 157 1934
 EL0011_MARK LOGO: CGS
 EL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0011+STABILITY: SURFACE MOTION
 EL0011
 EL0011  HISTORY     - Date     Condition        Report By
 EL0011  HISTORY     - 1934     MONUMENTED       CGS
 EL0011
 EL0011                          STATION DESCRIPTION
 EL0011
 EL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0011'4.1 MI SW FROM COALGATE.
 EL0011'4.1 MILES SOUTHWEST OF COALGATE COAL COUNTY, ALONG STATE HIGHWAY
 EL0011'31, NEAR THE CENTER OF THE NORTHWEST 1/4 OF SEC. 32, T 1 N, R 10 E,
 EL0011'100 FEET NORMAL TO AND ON THE NORTHWEST SIDE OF THE HIGHWAY 31,
 EL0011'12 FEET NORMAL TO AND ON THE NORTHWEST SIDE OF THE ABANDONED
 EL0011'RAILROAD BED OVER A DRAIN, AND IN THE NORTHWEST CONCRETE HEADWALL
 EL0011'OF A CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0020 ***********************************************************************
 EL0020  DESIGNATION -  W 158
 EL0020  PID         -  EL0020
 EL0020  STATE/COUNTY-  OK/COAL
 EL0020  COUNTRY     -  US
 EL0020  USGS QUAD   -  COALGATE (2018)
 EL0020
 EL0020                         *CURRENT SURVEY CONTROL
 EL0020  ______________________________________________________________________
 EL0020* NAD 83(1986) POSITION- 34 35 26.88   (N) 096 07 56.43   (W)   HD_HELD1
 EL0020* NAVD 88 ORTHO HEIGHT -   196.907 (meters)      646.02  (feet) ADJUSTED
 EL0020  ______________________________________________________________________
 EL0020  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 EL0020  DYNAMIC HEIGHT  -        196.708 (meters)      645.37  (feet) COMP
 EL0020  MODELED GRAVITY -    979,621.7   (mgal)                       NAVD 88
 EL0020
 EL0020  VERT ORDER      -  SECOND    CLASS 0
 EL0020
 EL0020.The horizontal coordinates were determined by differentially corrected
 EL0020.hand held GPS observations or other comparable positioning techniques
 EL0020.and have an estimated accuracy of +/- 3 meters.
 EL0020
 EL0020.The orthometric height was determined by differential leveling and
 EL0020.adjusted by the NATIONAL GEODETIC SURVEY
 EL0020.in June 1991.
 EL0020
 EL0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0020.GEOID18 height accuracy estimate available here.
 EL0020
 EL0020.Click photographs - Photos may exist for this station.
 EL0020
 EL0020.The dynamic height is computed by dividing the NAVD 88
 EL0020.geopotential number by the normal gravity value computed on the
 EL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0020.degrees latitude (g = 980.6199 gals.).
 EL0020
 EL0020.The modeled gravity was interpolated from observed gravity values.
 EL0020
 EL0020;                    North         East    Units  Estimated Accuracy
 EL0020;SPC OK S     -   141,067.3     771,318.8     MT  (+/- 3 meters HH1 GPS) 
 EL0020
 EL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6301331404(NAD 83)
 EL0020
 EL0020                          SUPERSEDED SURVEY CONTROL
 EL0020
 EL0020  NGVD 29 (??/??/92)  196.825  (m)          645.75   (f) ADJ UNCH    2 0
 EL0020
 EL0020.Superseded values are not recommended for survey control.
 EL0020
 EL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0020.See file dsdata.pdf to determine how the superseded data were derived.
 EL0020
 EL0020_MARKER: DB = BENCH MARK DISK
 EL0020_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0020_STAMPING: W 158 1934
 EL0020_MARK LOGO: CGS
 EL0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0020
 EL0020  HISTORY     - Date     Condition        Report By
 EL0020  HISTORY     - 1934     MONUMENTED       CGS
 EL0020
 EL0020                          STATION DESCRIPTION
 EL0020
 EL0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0020'AT CAIRO.
 EL0020'AT CAIRO, COAL COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0020'RAILWAY, 93 FEET NORTHWEST OF MILEPOST 37, ABOUT 183 FEET
 EL0020'NORTHEAST OF A RIGHT-OF-WAY CROSS FENCE, ABOUT 135 FEET SOUTHEAST
 EL0020'OF THE FRONT OF THE SCHOOL, ABOUT 118 FEET NORTHWEST OF THE CENTER
 EL0020'LINE OF THE MAIN TRACK, 17 FEET NORTHEAST OF A 2.7-FOOT OAK
 EL0020'STUMP ABOUT 4.5 FEET HIGH, AND 2.8 FEET SOUTHEAST OF THE
 EL0020'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED W 158 1934 AND SET
 EL0020'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0365 ***********************************************************************
 FJ0365  DESIGNATION -  W 16
 FJ0365  PID         -  FJ0365
 FJ0365  STATE/COUNTY-  OK/OKLAHOMA
 FJ0365  COUNTRY     -  US
 FJ0365  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0365
 FJ0365                         *CURRENT SURVEY CONTROL
 FJ0365  ______________________________________________________________________
 FJ0365* NAD 83(1986) POSITION- 35 23 50.     (N) 097 35 53.     (W)   SCALED
 FJ0365* NAVD 88 ORTHO HEIGHT -   389.26  (+/-2cm)     1277.1   (feet) VERTCON3
 FJ0365  ______________________________________________________________________
 FJ0365  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 FJ0365  VERT ORDER      -  ? (See Below)
 FJ0365
 FJ0365.This mark is at Will Rogers World Airport (OKC)
 FJ0365
 FJ0365.The horizontal coordinates were scaled from a map and have
 FJ0365.an estimated accuracy of +/- 6 seconds.
 FJ0365
 FJ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0365
 FJ0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0365.GEOID18 height accuracy estimate available here.
 FJ0365
 FJ0365.The vertical order pertains to the NGVD 29 superseded value.
 FJ0365
 FJ0365.Click photographs - Photos may exist for this station.
 FJ0365
 FJ0365;                    North         East    Units  Estimated Accuracy
 FJ0365;SPC OK N     -    44,150.      636,520.      MT  (+/- 180 meters Scaled)
 FJ0365
 FJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE273179(NAD 83)
 FJ0365
 FJ0365                          SUPERSEDED SURVEY CONTROL
 FJ0365
 FJ0365  NGVD 29 (??/??/92)  389.189  (m)         1276.86   (f) ADJ UNCH       
 FJ0365
 FJ0365.Superseded values are not recommended for survey control.
 FJ0365
 FJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0365.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0365
 FJ0365_MARKER: DB = BENCH MARK DISK
 FJ0365_STAMPING: W 16 1953
 FJ0365_MARK LOGO: CGS
 FJ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0365
 FJ0365  HISTORY     - Date     Condition        Report By
 FJ0365  HISTORY     - 1953     MONUMENTED       CGS
 FJ0365  HISTORY     - 1961     GOOD             CGS
 FJ0365  HISTORY     - 1975     GOOD             NGS
 FJ0365  HISTORY     - 19850430 MARK NOT FOUND   USPSQD
 FJ0365  HISTORY     - 19940303 MARK NOT FOUND   NGS
 FJ0365
 FJ0365                          STATION DESCRIPTION
 FJ0365
 FJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FJ0365'9 MI SW FROM OKLAHOMA CITY.
 FJ0365'AT WILL ROGERS AIRPORT, 350 FEET WEST OF THE NORTHWEST CORNER
 FJ0365'OF THE TERMINAL BUILDING, 85 FEET NORTHWEST OF THE INTERSECTION
 FJ0365'OF A TAXIWAY RUNNING WEST FROM THE BUILDING AND AN EAST-WEST
 FJ0365'TAXIWAY RUNNING ALONG THE WEST EDGE OF THE PARKING APRON IN
 FJ0365'FRONT OF THER TERMINAL, AND 47 FEET SOUTH OF THE SOUTHEAST
 FJ0365'CORNER OF A STORM DRAIN.  A STANDARD DISK, STAMPED W 16 1953.
 FJ0365'NOTE-- THIS MARK IS NOW 0.3 FOOT BELOW THE SURFACE OF THE
 FJ0365'ASPHALT.  THERE IS A SLEEVE AROUND IT, AND IT CAN BE EASILY
 FJ0365'REACHED.
 FJ0365
 FJ0365                          STATION RECOVERY (1975)
 FJ0365
 FJ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FJ0365'RECOVERED IN GOOD CONDITION.
 FJ0365
 FJ0365                          STATION RECOVERY (1985)
 FJ0365
 FJ0365'RECOVERY NOTE BY US POWER SQUADRON 1985 (GDS)
 FJ0365'MARK NOT FOUND.
 FJ0365
 FJ0365                          STATION RECOVERY (1994)
 FJ0365
 FJ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0698 ***********************************************************************
 FH0698  DESIGNATION -  W 161
 FH0698  PID         -  FH0698
 FH0698  STATE/COUNTY-  OK/MUSKOGEE
 FH0698  COUNTRY     -  US
 FH0698  USGS QUAD   -  COUNCIL HILL (2018)
 FH0698
 FH0698                         *CURRENT SURVEY CONTROL
 FH0698  ______________________________________________________________________
 FH0698* NAD 83(1986) POSITION- 35 36 58.     (N) 095 42 46.     (W)   SCALED
 FH0698* NAVD 88 ORTHO HEIGHT -   217.714 (meters)      714.28  (feet) ADJUSTED
 FH0698  ______________________________________________________________________
 FH0698  GEOID HEIGHT    -        -29.440 (meters)                     GEOID18
 FH0698  DYNAMIC HEIGHT  -        217.512 (meters)      713.62  (feet) COMP
 FH0698  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FH0698
 FH0698  VERT ORDER      -  SECOND    CLASS 0
 FH0698
 FH0698.The horizontal coordinates were scaled from a map and have
 FH0698.an estimated accuracy of +/- 6 seconds.
 FH0698
 FH0698.The orthometric height was determined by differential leveling and
 FH0698.adjusted by the NATIONAL GEODETIC SURVEY
 FH0698.in June 1991.
 FH0698
 FH0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0698.GEOID18 height accuracy estimate available here.
 FH0698
 FH0698.Click photographs - Photos may exist for this station.
 FH0698
 FH0698.The dynamic height is computed by dividing the NAVD 88
 FH0698.geopotential number by the normal gravity value computed on the
 FH0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0698.degrees latitude (g = 980.6199 gals.).
 FH0698
 FH0698.The modeled gravity was interpolated from observed gravity values.
 FH0698
 FH0698;                    North         East    Units  Estimated Accuracy
 FH0698;SPC OK N     -    70,800.      807,200.      MT  (+/- 180 meters Scaled)
 FH0698
 FH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV542447(NAD 83)
 FH0698
 FH0698                          SUPERSEDED SURVEY CONTROL
 FH0698
 FH0698  NGVD 29 (??/??/92)  217.600  (m)          713.91   (f) ADJ UNCH    2 0
 FH0698
 FH0698.Superseded values are not recommended for survey control.
 FH0698
 FH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0698.See file dsdata.pdf to determine how the superseded data were derived.
 FH0698
 FH0698_MARKER: DB = BENCH MARK DISK
 FH0698_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0698_STAMPING: W 161 1934
 FH0698_MARK LOGO: CGS
 FH0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0698
 FH0698  HISTORY     - Date     Condition        Report By
 FH0698  HISTORY     - 1934     MONUMENTED       CGS
 FH0698  HISTORY     - 1960     GOOD             CGS
 FH0698
 FH0698                          STATION DESCRIPTION
 FH0698
 FH0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0698'4.4 MI SW FROM BOYNTON.
 FH0698'4.4 MILES SOUTHWEST OF, ALONG S.L. AND S.F. RY. FROM STATION.
 FH0698'ABOUT 500 FEET WEST OF CONCRETE CULVERT UNDER RAILROAD, BUILT
 FH0698'IN 1912, 48.3 FEET NORTH OF CENTERLINE OF ST. LOUIS, SAN
 FH0698'FRANCISCO RY., 30 FEET EAST OF CENTERLINE OF NORTH-SOUTH DIRT
 FH0698'ROAD CROSSING, 16.4 FEET NORTH OF M.P. 47R-10, 4.4 FEET EAST
 FH0698'OF SOUTHWEST CORNER OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0698'POST, SET ON INSIDE OF RAILROAD CURVE.
 FH0698
 FH0698                          STATION RECOVERY (1960)
 FH0698
 FH0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0260 ***********************************************************************
 GG0260  DESIGNATION -  W 163
 GG0260  PID         -  GG0260
 GG0260  STATE/COUNTY-  OK/OTTAWA
 GG0260  COUNTRY     -  US
 GG0260  USGS QUAD   -  MIAMI SE (2018)
 GG0260
 GG0260                         *CURRENT SURVEY CONTROL
 GG0260  ______________________________________________________________________
 GG0260* NAD 83(1986) POSITION- 36 45 03.     (N) 094 50 32.     (W)   SCALED
 GG0260* NAVD 88 ORTHO HEIGHT -   252.544 (meters)      828.55  (feet) ADJUSTED
 GG0260  ______________________________________________________________________
 GG0260  GEOID HEIGHT    -        -29.208 (meters)                     GEOID18
 GG0260  DYNAMIC HEIGHT  -        252.336 (meters)      827.87  (feet) COMP
 GG0260  MODELED GRAVITY -    979,802.4   (mgal)                       NAVD 88
 GG0260
 GG0260  VERT ORDER      -  SECOND    CLASS 0
 GG0260
 GG0260.The horizontal coordinates were scaled from a map and have
 GG0260.an estimated accuracy of +/- 6 seconds.
 GG0260
 GG0260.The orthometric height was determined by differential leveling and
 GG0260.adjusted by the NATIONAL GEODETIC SURVEY
 GG0260.in June 1991.
 GG0260
 GG0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0260.GEOID18 height accuracy estimate available here.
 GG0260
 GG0260.Click photographs - Photos may exist for this station.
 GG0260
 GG0260.The dynamic height is computed by dividing the NAVD 88
 GG0260.geopotential number by the normal gravity value computed on the
 GG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0260.degrees latitude (g = 980.6199 gals.).
 GG0260
 GG0260.The modeled gravity was interpolated from observed gravity values.
 GG0260
 GG0260;                    North         East    Units  Estimated Accuracy
 GG0260;SPC OK N     -   198,850.      881,940.      MT  (+/- 180 meters Scaled)
 GG0260
 GG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA355688(NAD 83)
 GG0260
 GG0260                          SUPERSEDED SURVEY CONTROL
 GG0260
 GG0260  NGVD 29 (??/??/92)  252.438  (m)          828.21   (f) ADJ UNCH    2 0
 GG0260
 GG0260.Superseded values are not recommended for survey control.
 GG0260
 GG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0260.See file dsdata.pdf to determine how the superseded data were derived.
 GG0260
 GG0260_MARKER: DB = BENCH MARK DISK
 GG0260_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0260_STAMPING: W 163 1934
 GG0260_MARK LOGO: CGS
 GG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0260
 GG0260  HISTORY     - Date     Condition        Report By
 GG0260  HISTORY     - 1934     MONUMENTED       CGS
 GG0260  HISTORY     - 1958     MARK NOT FOUND   USGS
 GG0260
 GG0260                          STATION DESCRIPTION
 GG0260
 GG0260'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 GG0260'AT FAIRLAND.
 GG0260'AT FAIRLAND, OTTAWA COUNTY, 0.2 MILE EAST OF THE ST. LOUIS-SAN
 GG0260'FRANCISCO RAILWAY STATION, 270 FEET WEST OF POLE 340+10, AT THE
 GG0260'CROSSING OF THE KANSAS, OKLAHOMA AND GULF RAILWAY, 79.2 FEET
 GG0260'NORTHEAST OF THE CENTERLINE OF THE KANSAS, OKLAHOMA AND GULF
 GG0260'RAILWAY, 37.8 FEET NORTH OF THE NORTH CORNER OF A SIGNAL TOWER
 GG0260'HOUSE, 69.5 FEET NORTHWEST OF THE CENTERLINE OF THE ST.
 GG0260'LOUIS-SAN FRANCISCO RAILWAY, AND 3.1 FEET EAST OF THE WEST
 GG0260'CORNER OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GG0260'W 163 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AN
 GG0260'AREA OF 50 SQUARE FEET OF THE MOST LIKELY LOCATION WAS PROBED
 GG0260'AND EXCAVATED TO A DEPTH OF A FOOT IN AN ATTEMPT TO LOCATE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0423 ***********************************************************************
 FH0423  DESIGNATION -  W 164
 FH0423  PID         -  FH0423
 FH0423  STATE/COUNTY-  OK/CHEROKEE
 FH0423  COUNTRY     -  US
 FH0423  USGS QUAD   -  PROCTOR (2019)
 FH0423
 FH0423                         *CURRENT SURVEY CONTROL
 FH0423  ______________________________________________________________________
 FH0423* NAD 83(1986) POSITION- 35 54 20.     (N) 094 52 08.     (W)   SCALED
 FH0423* NAVD 88 ORTHO HEIGHT -   213.401 (meters)      700.13  (feet) ADJUSTED
 FH0423  ______________________________________________________________________
 FH0423  GEOID HEIGHT    -        -28.906 (meters)                     GEOID18
 FH0423  DYNAMIC HEIGHT  -        213.209 (meters)      699.50  (feet) COMP
 FH0423  MODELED GRAVITY -    979,728.3   (mgal)                       NAVD 88
 FH0423
 FH0423  VERT ORDER      -  SECOND    CLASS 0
 FH0423
 FH0423.The horizontal coordinates were scaled from a map and have
 FH0423.an estimated accuracy of +/- 6 seconds.
 FH0423
 FH0423.The orthometric height was determined by differential leveling and
 FH0423.adjusted by the NATIONAL GEODETIC SURVEY
 FH0423.in June 1991.
 FH0423
 FH0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0423.GEOID18 height accuracy estimate available here.
 FH0423
 FH0423.Click photographs - Photos may exist for this station.
 FH0423
 FH0423.The dynamic height is computed by dividing the NAVD 88
 FH0423.geopotential number by the normal gravity value computed on the
 FH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0423.degrees latitude (g = 980.6199 gals.).
 FH0423
 FH0423.The modeled gravity was interpolated from observed gravity values.
 FH0423
 FH0423;                    North         East    Units  Estimated Accuracy
 FH0423;SPC OK N     -   105,030.      882,590.      MT  (+/- 180 meters Scaled)
 FH0423
 FH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV313750(NAD 83)
 FH0423
 FH0423                          SUPERSEDED SURVEY CONTROL
 FH0423
 FH0423  NGVD 29 (??/??/92)  213.261  (m)          699.67   (f) ADJ UNCH    2 0
 FH0423
 FH0423.Superseded values are not recommended for survey control.
 FH0423
 FH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0423.See file dsdata.pdf to determine how the superseded data were derived.
 FH0423
 FH0423_MARKER: DB = BENCH MARK DISK
 FH0423_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0423_STAMPING: W 164 1934
 FH0423_MARK LOGO: CGS
 FH0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0423
 FH0423  HISTORY     - Date     Condition        Report By
 FH0423  HISTORY     - 1934     MONUMENTED       CGS
 FH0423
 FH0423                          STATION DESCRIPTION
 FH0423
 FH0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0423'3.4 MI NE FROM WELLING.
 FH0423'3.4 MILES NORTHEAST OF, ALONG S.L. AND S.F.RY. FROM STATION.
 FH0423'ABOUT 400 FEET NORTHEAST OF WOODEN RAILWAY TRESTLE 407.5, ABOUT
 FH0423'200 FEET SOUTHWEST OF M.P. 407-15, 48 FEET SOUTH OF CENTERLINE
 FH0423'OF ST. LOUIS AND SAN FRANCISCO RY, 2 FEET NORTH OF R/W FENCE.
 FH0423'TABLET SET IN PRECAST CONCRETE POST.  SET AT SOUTH POINT OF BASE
 FH0423'OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0390 ***********************************************************************
 EK0390  DESIGNATION -  W 166
 EK0390  PID         -  EK0390
 EK0390  STATE/COUNTY-  OK/LE FLORE
 EK0390  COUNTRY     -  US
 EK0390  USGS QUAD   -  WISTER (2018)
 EK0390
 EK0390                         *CURRENT SURVEY CONTROL
 EK0390  ______________________________________________________________________
 EK0390* NAD 83(1986) POSITION- 34 58 01.     (N) 094 44 18.     (W)   SCALED
 EK0390* NAVD 88 ORTHO HEIGHT -   148.635 (meters)      487.65  (feet) ADJUSTED
 EK0390  ______________________________________________________________________
 EK0390  GEOID HEIGHT    -        -31.593 (meters)                     GEOID18
 EK0390  DYNAMIC HEIGHT  -        148.483 (meters)      487.15  (feet) COMP
 EK0390  MODELED GRAVITY -    979,613.4   (mgal)                       NAVD 88
 EK0390
 EK0390  VERT ORDER      -  SECOND    CLASS 0
 EK0390
 EK0390.The horizontal coordinates were scaled from a map and have
 EK0390.an estimated accuracy of +/- 6 seconds.
 EK0390
 EK0390.The orthometric height was determined by differential leveling and
 EK0390.adjusted by the NATIONAL GEODETIC SURVEY
 EK0390.in June 1991.
 EK0390
 EK0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0390.GEOID18 height accuracy estimate available here.
 EK0390
 EK0390.Click photographs - Photos may exist for this station.
 EK0390
 EK0390.The dynamic height is computed by dividing the NAVD 88
 EK0390.geopotential number by the normal gravity value computed on the
 EK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0390.degrees latitude (g = 980.6199 gals.).
 EK0390
 EK0390.The modeled gravity was interpolated from observed gravity values.
 EK0390
 EK0390;                    North         East    Units  Estimated Accuracy
 EK0390;SPC OK S     -   186,020.      897,810.      MT  (+/- 180 meters Scaled)
 EK0390
 EK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU413707(NAD 83)
 EK0390
 EK0390                          SUPERSEDED SURVEY CONTROL
 EK0390
 EK0390  NGVD 29 (??/??/92)  148.531  (m)          487.31   (f) ADJ UNCH    2 0
 EK0390
 EK0390.Superseded values are not recommended for survey control.
 EK0390
 EK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0390.See file dsdata.pdf to determine how the superseded data were derived.
 EK0390
 EK0390_MARKER: DB = BENCH MARK DISK
 EK0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0390_SP_SET: ABUTMENT
 EK0390_STAMPING: W 166 1934
 EK0390_MARK LOGO: CGS
 EK0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0390
 EK0390  HISTORY     - Date     Condition        Report By
 EK0390  HISTORY     - 1934     MONUMENTED       CGS
 EK0390  HISTORY     - 1959     GOOD             CGS
 EK0390
 EK0390                          STATION DESCRIPTION
 EK0390
 EK0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0390'1.9 MI W FROM WISTER.
 EK0390'ABOUT 1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0390'RAILWAY FROM THE STATION AT WISTER, LE FLORE COUNTY, 56.5
 EK0390'FEET SOUTHEAST OF THE SECOND POLE EAST OF MILEPOST 302+15, ABOUT
 EK0390'660 FEET WEST OF THE WEST END OF BRIDGE 3025 OVER MOUNTAIN CREEK,
 EK0390'AT TRESTLE 3027, IN THE EAST ABUTMENT, 8.3 FEET SOUTH OF THE
 EK0390'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 EK0390'TOP OF THE RAIL.  A STANDARD DISK, STAMPED W 166 1934.
 EK0390
 EK0390                          STATION RECOVERY (1959)
 EK0390
 EK0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0193 ***********************************************************************
 FK0193  DESIGNATION -  W 169
 FK0193  PID         -  FK0193
 FK0193  STATE/COUNTY-  OK/CUSTER
 FK0193  COUNTRY     -  US
 FK0193  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0193
 FK0193                         *CURRENT SURVEY CONTROL
 FK0193  ______________________________________________________________________
 FK0193* NAD 83(1986) POSITION- 35 32 45.     (N) 098 49 51.     (W)   SCALED
 FK0193* NAVD 88 ORTHO HEIGHT -   510.349 (meters)     1674.37  (feet) ADJUSTED
 FK0193  ______________________________________________________________________
 FK0193  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 FK0193  DYNAMIC HEIGHT  -        509.841 (meters)     1672.70  (feet) COMP
 FK0193  MODELED GRAVITY -    979,622.1   (mgal)                       NAVD 88
 FK0193
 FK0193  VERT ORDER      -  FIRST     CLASS II
 FK0193
 FK0193.The horizontal coordinates were scaled from a map and have
 FK0193.an estimated accuracy of +/- 6 seconds.
 FK0193
 FK0193.The orthometric height was determined by differential leveling and
 FK0193.adjusted by the NATIONAL GEODETIC SURVEY
 FK0193.in June 1991.
 FK0193
 FK0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0193.GEOID18 height accuracy estimate available here.
 FK0193
 FK0193.Click photographs - Photos may exist for this station.
 FK0193
 FK0193.The dynamic height is computed by dividing the NAVD 88
 FK0193.geopotential number by the normal gravity value computed on the
 FK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0193.degrees latitude (g = 980.6199 gals.).
 FK0193
 FK0193.The modeled gravity was interpolated from observed gravity values.
 FK0193
 FK0193;                    North         East    Units  Estimated Accuracy
 FK0193;SPC OK N     -    60,880.      524,660.      MT  (+/- 180 meters Scaled)
 FK0193
 FK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE153335(NAD 83)
 FK0193
 FK0193                          SUPERSEDED SURVEY CONTROL
 FK0193
 FK0193  NGVD 29 (??/??/92)  510.143  (m)         1673.69   (f) ADJ UNCH    1 2
 FK0193
 FK0193.Superseded values are not recommended for survey control.
 FK0193
 FK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0193.See file dsdata.pdf to determine how the superseded data were derived.
 FK0193
 FK0193_MARKER: DB = BENCH MARK DISK
 FK0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0193_STAMPING: W 169 1953
 FK0193_MARK LOGO: CGS
 FK0193_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0193+STABILITY: SURFACE MOTION
 FK0193
 FK0193  HISTORY     - Date     Condition        Report By
 FK0193  HISTORY     - 1953     MONUMENTED       CGS
 FK0193
 FK0193                          STATION DESCRIPTION
 FK0193
 FK0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0193'7.9 MI W FROM WEATHERFORD.
 FK0193'7.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0193'RAILROAD FROM THE STATION AT WEATHERFORD, 5 POLES NORTHEAST
 FK0193'OF MILEPOST 571, 3 RAILS SOUTHWEST OF THE SOUTHWEST END OF A
 FK0193'LARGE FILL, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 FK0193'NORTHWEST OF A FENCE, 3.5 FEET NORTHEAST OF A WITNESS POST,
 FK0193'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FK0193'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0405 ***********************************************************************
 GG0405  DESIGNATION -  W 17
 GG0405  PID         -  GG0405
 GG0405  STATE/COUNTY-  OK/ROGERS
 GG0405  COUNTRY     -  US
 GG0405  USGS QUAD   -  SAGEEYAH (2018)
 GG0405
 GG0405                         *CURRENT SURVEY CONTROL
 GG0405  ______________________________________________________________________
 GG0405* NAD 83(1986) POSITION- 36 16 36.     (N) 095 38 30.     (W)   SCALED
 GG0405* NAVD 88 ORTHO HEIGHT -   194.327 (meters)      637.55  (feet) ADJUSTED
 GG0405  ______________________________________________________________________
 GG0405  GEOID HEIGHT    -        -29.203 (meters)                     GEOID18
 GG0405  DYNAMIC HEIGHT  -        194.160 (meters)      637.01  (feet) COMP
 GG0405  MODELED GRAVITY -    979,769.1   (mgal)                       NAVD 88
 GG0405
 GG0405  VERT ORDER      -  FIRST     CLASS II
 GG0405
 GG0405.The horizontal coordinates were scaled from a map and have
 GG0405.an estimated accuracy of +/- 6 seconds.
 GG0405
 GG0405.The orthometric height was determined by differential leveling and
 GG0405.adjusted by the NATIONAL GEODETIC SURVEY
 GG0405.in June 1991.
 GG0405
 GG0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0405.GEOID18 height accuracy estimate available here.
 GG0405
 GG0405.Click photographs - Photos may exist for this station.
 GG0405
 GG0405.The dynamic height is computed by dividing the NAVD 88
 GG0405.geopotential number by the normal gravity value computed on the
 GG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0405.degrees latitude (g = 980.6199 gals.).
 GG0405
 GG0405.The modeled gravity was interpolated from observed gravity values.
 GG0405
 GG0405;                    North         East    Units  Estimated Accuracy
 GG0405;SPC OK N     -   144,220.      811,860.      MT  (+/- 180 meters Scaled)
 GG0405
 GG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA627178(NAD 83)
 GG0405
 GG0405                          SUPERSEDED SURVEY CONTROL
 GG0405
 GG0405  NGVD 29 (??/??/92)  194.207  (m)          637.16   (f) ADJ UNCH    1 2
 GG0405
 GG0405.Superseded values are not recommended for survey control.
 GG0405
 GG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0405.See file dsdata.pdf to determine how the superseded data were derived.
 GG0405
 GG0405_MARKER: DB = BENCH MARK DISK
 GG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0405_STAMPING: W 17 1933
 GG0405_MARK LOGO: CGS
 GG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0405+STABILITY: SURFACE MOTION
 GG0405
 GG0405  HISTORY     - Date     Condition        Report By
 GG0405  HISTORY     - 1933     MONUMENTED       CGS
 GG0405  HISTORY     - 1960     GOOD             CGS
 GG0405  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0405
 GG0405                          STATION DESCRIPTION
 GG0405
 GG0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0405'2.7 MI SW FROM CLAREMORE.
 GG0405'2.7 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0405'FROM THE STATION AT CLAREMORE, ROGERS COUNTY, OPPOSITE SIGNAL
 GG0405'TOWERS 4004 AND 4005, ABOUT 17 POLES SOUTH OF MILEPOST 400,
 GG0405'ABOUT 65 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 66,
 GG0405'AND ABOUT 55 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD
 GG0405'DISK, STAMPED W 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 GG0405'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- 16 FEET SOUTHWEST
 GG0405'OF DOLE NO. 200+17.
 GG0405
 GG0405                          STATION RECOVERY (1987)
 GG0405
 GG0405'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 GG0405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0002 ***********************************************************************
 FK0002  DESIGNATION -  W 170
 FK0002  PID         -  FK0002
 FK0002  STATE/COUNTY-  OK/CANADIAN
 FK0002  COUNTRY     -  US
 FK0002  USGS QUAD   -  FORT RENO (2018)
 FK0002
 FK0002                         *CURRENT SURVEY CONTROL
 FK0002  ______________________________________________________________________
 FK0002* NAD 83(1986) POSITION- 35 33 54.     (N) 098 01 14.     (W)   SCALED
 FK0002* NAVD 88 ORTHO HEIGHT -   409.930 (meters)     1344.91  (feet) ADJUSTED
 FK0002  ______________________________________________________________________
 FK0002  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 FK0002  DYNAMIC HEIGHT  -        409.534 (meters)     1343.61  (feet) COMP
 FK0002  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 FK0002
 FK0002  VERT ORDER      -  FIRST     CLASS II
 FK0002
 FK0002.The horizontal coordinates were scaled from a map and have
 FK0002.an estimated accuracy of +/- 6 seconds.
 FK0002
 FK0002.The orthometric height was determined by differential leveling and
 FK0002.adjusted by the NATIONAL GEODETIC SURVEY
 FK0002.in June 1991.
 FK0002
 FK0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0002.GEOID18 height accuracy estimate available here.
 FK0002
 FK0002.Click photographs - Photos may exist for this station.
 FK0002
 FK0002.The dynamic height is computed by dividing the NAVD 88
 FK0002.geopotential number by the normal gravity value computed on the
 FK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0002.degrees latitude (g = 980.6199 gals.).
 FK0002
 FK0002.The modeled gravity was interpolated from observed gravity values.
 FK0002
 FK0002;                    North         East    Units  Estimated Accuracy
 FK0002;SPC OK N     -    62,690.      598,140.      MT  (+/- 180 meters Scaled)
 FK0002
 FK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE887361(NAD 83)
 FK0002
 FK0002                          SUPERSEDED SURVEY CONTROL
 FK0002
 FK0002  NGVD 29 (??/??/92)  409.758  (m)         1344.35   (f) ADJ UNCH    1 2
 FK0002
 FK0002.Superseded values are not recommended for survey control.
 FK0002
 FK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0002.See file dsdata.pdf to determine how the superseded data were derived.
 FK0002
 FK0002_MARKER: DB = BENCH MARK DISK
 FK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0002_STAMPING: W 170 1953
 FK0002_MARK LOGO: CGS
 FK0002_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0002+STABILITY: SURFACE MOTION
 FK0002
 FK0002  HISTORY     - Date     Condition        Report By
 FK0002  HISTORY     - 1953     MONUMENTED       CGS
 FK0002
 FK0002                          STATION DESCRIPTION
 FK0002
 FK0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0002'4.4 MI W FROM EL RENO.
 FK0002'4.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0002'RAILROAD FROM THE STATION AT EL RENO, 1 POLE WEST OF MILEPOST
 FK0002'517, 43.4 FEET NORTH OF THE NORTH RAIL, 29.4 FEET SOUTH OF THE
 FK0002'CENTER LINE OF A TRACK ROAD, 2.5 FEET SOUTH OF A FENCE, 3 FEET
 FK0002'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0002'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0025 ***********************************************************************
 FK0025  DESIGNATION -  W 171
 FK0025  PID         -  FK0025
 FK0025  STATE/COUNTY-  OK/BLAINE
 FK0025  COUNTRY     -  US
 FK0025  USGS QUAD   -  GEARY SOUTH (2018)
 FK0025
 FK0025                         *CURRENT SURVEY CONTROL
 FK0025  ______________________________________________________________________
 FK0025* NAD 83(1986) POSITION- 35 34 48.     (N) 098 19 52.     (W)   SCALED
 FK0025* NAVD 88 ORTHO HEIGHT -   438.594 (meters)     1438.95  (feet) ADJUSTED
 FK0025  ______________________________________________________________________
 FK0025  GEOID HEIGHT    -        -27.019 (meters)                     GEOID18
 FK0025  DYNAMIC HEIGHT  -        438.164 (meters)     1437.54  (feet) COMP
 FK0025  MODELED GRAVITY -    979,640.3   (mgal)                       NAVD 88
 FK0025
 FK0025  VERT ORDER      -  FIRST     CLASS II
 FK0025
 FK0025.The horizontal coordinates were scaled from a map and have
 FK0025.an estimated accuracy of +/- 6 seconds.
 FK0025
 FK0025.The orthometric height was determined by differential leveling and
 FK0025.adjusted by the NATIONAL GEODETIC SURVEY
 FK0025.in June 1991.
 FK0025
 FK0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0025.GEOID18 height accuracy estimate available here.
 FK0025
 FK0025.Click photographs - Photos may exist for this station.
 FK0025
 FK0025.The dynamic height is computed by dividing the NAVD 88
 FK0025.geopotential number by the normal gravity value computed on the
 FK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0025.degrees latitude (g = 980.6199 gals.).
 FK0025
 FK0025.The modeled gravity was interpolated from observed gravity values.
 FK0025
 FK0025;                    North         East    Units  Estimated Accuracy
 FK0025;SPC OK N     -    64,400.      569,990.      MT  (+/- 180 meters Scaled)
 FK0025
 FK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE606375(NAD 83)
 FK0025
 FK0025                          SUPERSEDED SURVEY CONTROL
 FK0025
 FK0025  NGVD 29 (??/??/92)  438.400  (m)         1438.32   (f) ADJ UNCH    1 2
 FK0025
 FK0025.Superseded values are not recommended for survey control.
 FK0025
 FK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0025.See file dsdata.pdf to determine how the superseded data were derived.
 FK0025
 FK0025_MARKER: DB = BENCH MARK DISK
 FK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0025_STAMPING: W 171 1953
 FK0025_MARK LOGO: CGS
 FK0025_PROJECTION: FLUSH
 FK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0025+STABILITY: SURFACE MOTION
 FK0025
 FK0025  HISTORY     - Date     Condition        Report By
 FK0025  HISTORY     - 1953     MONUMENTED       CGS
 FK0025
 FK0025                          STATION DESCRIPTION
 FK0025
 FK0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0025'3.4 MI SW FROM GEARY.
 FK0025'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 FK0025'ISLAND AND PACIFIC RAILROAD STATION AT GEARY, THENCE 2.9 MILES
 FK0025'SOUTHWEST ALONG A GRADED DIRT ROAD, 51.4 FEET WEST OF THE CENTER
 FK0025'LINE OF A ROAD, 84.3 FEET SOUTHEAST OF THE CENTER OF A ROAD
 FK0025'CROSSING ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 43.8
 FK0025'FEET EAST OF THE EAST RAIL, 3.6 FEET NORTH OF A WITNESS POST,
 FK0025'8.6 FEET NORTHEAST OF A TELEPHONE POLE, SET IN THE TOP OF A
 FK0025'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0171 ***********************************************************************
 FK0171  DESIGNATION -  W 172
 FK0171  PID         -  FK0171
 FK0171  STATE/COUNTY-  OK/CUSTER
 FK0171  COUNTRY     -  US
 FK0171  USGS QUAD   -  WEATHERFORD (2018)
 FK0171
 FK0171                         *CURRENT SURVEY CONTROL
 FK0171  ______________________________________________________________________
 FK0171* NAD 83(1986) POSITION- 35 32 24.     (N) 098 38 20.     (W)   SCALED
 FK0171* NAVD 88 ORTHO HEIGHT -   466.266 (meters)     1529.74  (feet) ADJUSTED
 FK0171  ______________________________________________________________________
 FK0171  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 FK0171  DYNAMIC HEIGHT  -        465.804 (meters)     1528.23  (feet) COMP
 FK0171  MODELED GRAVITY -    979,629.3   (mgal)                       NAVD 88
 FK0171
 FK0171  VERT ORDER      -  FIRST     CLASS II
 FK0171
 FK0171.The horizontal coordinates were scaled from a map and have
 FK0171.an estimated accuracy of +/- 6 seconds.
 FK0171
 FK0171.The orthometric height was determined by differential leveling and
 FK0171.adjusted by the NATIONAL GEODETIC SURVEY
 FK0171.in June 1991.
 FK0171
 FK0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0171.GEOID18 height accuracy estimate available here.
 FK0171
 FK0171.Click photographs - Photos may exist for this station.
 FK0171
 FK0171.The dynamic height is computed by dividing the NAVD 88
 FK0171.geopotential number by the normal gravity value computed on the
 FK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0171.degrees latitude (g = 980.6199 gals.).
 FK0171
 FK0171.The modeled gravity was interpolated from observed gravity values.
 FK0171
 FK0171;                    North         East    Units  Estimated Accuracy
 FK0171;SPC OK N     -    60,110.      542,060.      MT  (+/- 180 meters Scaled)
 FK0171
 FK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE327329(NAD 83)
 FK0171
 FK0171                          SUPERSEDED SURVEY CONTROL
 FK0171
 FK0171  NGVD 29 (??/??/92)  466.065  (m)         1529.08   (f) ADJ UNCH    1 2
 FK0171
 FK0171.Superseded values are not recommended for survey control.
 FK0171
 FK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0171.See file dsdata.pdf to determine how the superseded data were derived.
 FK0171
 FK0171_MARKER: DB = BENCH MARK DISK
 FK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0171_STAMPING: W 172 1953
 FK0171_MARK LOGO: CGS
 FK0171_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0171+STABILITY: SURFACE MOTION
 FK0171
 FK0171  HISTORY     - Date     Condition        Report By
 FK0171  HISTORY     - 1953     MONUMENTED       CGS
 FK0171  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0171
 FK0171                          STATION DESCRIPTION
 FK0171
 FK0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0171'3.7 MI W FROM HYDRO.
 FK0171'3.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0171'RAILROAD FROM THE STATION AT HYDRO, 10 3/4 POLES SOUTHWEST OF
 FK0171'MILEPOST 558, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET
 FK0171'SOUTHEAST OF A FENCE, 3.6 FEET SOUTHWEST OF A WITNESS POST,
 FK0171'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FK0171'THE GROUND.
 FK0171
 FK0171                          STATION RECOVERY (1984)
 FK0171
 FK0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0299 ***********************************************************************
 FK0299  DESIGNATION -  W 173
 FK0299  PID         -  FK0299
 FK0299  STATE/COUNTY-  OK/CUSTER
 FK0299  COUNTRY     -  US
 FK0299  USGS QUAD   -  DILL CITY NE (2018)
 FK0299
 FK0299                         *CURRENT SURVEY CONTROL
 FK0299  ______________________________________________________________________
 FK0299* NAD 83(1986) POSITION- 35 29 40.     (N) 099 01 14.     (W)   SCALED
 FK0299* NAVD 88 ORTHO HEIGHT -   465.289 (meters)     1526.54  (feet) ADJUSTED
 FK0299  ______________________________________________________________________
 FK0299  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 FK0299  DYNAMIC HEIGHT  -        464.820 (meters)     1525.00  (feet) COMP
 FK0299  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 FK0299
 FK0299  VERT ORDER      -  FIRST     CLASS II
 FK0299
 FK0299.The horizontal coordinates were scaled from a map and have
 FK0299.an estimated accuracy of +/- 6 seconds.
 FK0299
 FK0299.The orthometric height was determined by differential leveling and
 FK0299.adjusted by the NATIONAL GEODETIC SURVEY
 FK0299.in June 1991.
 FK0299
 FK0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0299.GEOID18 height accuracy estimate available here.
 FK0299
 FK0299.Click photographs - Photos may exist for this station.
 FK0299
 FK0299.The dynamic height is computed by dividing the NAVD 88
 FK0299.geopotential number by the normal gravity value computed on the
 FK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0299.degrees latitude (g = 980.6199 gals.).
 FK0299
 FK0299.The modeled gravity was interpolated from observed gravity values.
 FK0299
 FK0299;                    North         East    Units  Estimated Accuracy
 FK0299;SPC OK N     -    55,350.      507,400.      MT  (+/- 180 meters Scaled)
 FK0299
 FK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME981278(NAD 83)
 FK0299
 FK0299                          SUPERSEDED SURVEY CONTROL
 FK0299
 FK0299  NGVD 29 (??/??/92)  465.077  (m)         1525.84   (f) ADJ UNCH    1 2
 FK0299
 FK0299.Superseded values are not recommended for survey control.
 FK0299
 FK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0299.See file dsdata.pdf to determine how the superseded data were derived.
 FK0299
 FK0299_MARKER: DB = BENCH MARK DISK
 FK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0299_STAMPING: W 173 1953
 FK0299_MARK LOGO: CGS
 FK0299_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0299+STABILITY: SURFACE MOTION
 FK0299
 FK0299  HISTORY     - Date     Condition        Report By
 FK0299  HISTORY     - 1953     MONUMENTED       CGS
 FK0299
 FK0299                          STATION DESCRIPTION
 FK0299
 FK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0299'4.25 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0299'RAILROAD FROM THE STATION AT CLINTON, 8 RAILS SOUTHWEST OF
 FK0299'THE STATION SIGN AT PARKERSBURG, 3 RAILS NORTHEAST OF THE CENTER
 FK0299'O A DIRT ROAD CROSSING, 103 FEET EAST OF MILEPOST 585, 45.6
 FK0299'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 2 FEET
 FK0299'NORTHWEST OF A FENCE, 2.6 FEET NORTHEAST OF A WITNESS POST,
 FK0299'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 FK0299'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0330 ***********************************************************************
 FK0330  DESIGNATION -  W 174
 FK0330  PID         -  FK0330
 FK0330  STATE/COUNTY-  OK/BECKHAM
 FK0330  COUNTRY     -  US
 FK0330  USGS QUAD   -  ELK CITY (2018)
 FK0330
 FK0330                         *CURRENT SURVEY CONTROL
 FK0330  ______________________________________________________________________
 FK0330* NAD 83(1986) POSITION- 35 23 57.     (N) 099 22 51.     (W)   SCALED
 FK0330* NAVD 88 ORTHO HEIGHT -   592.623 (meters)     1944.30  (feet) ADJUSTED
 FK0330  ______________________________________________________________________
 FK0330  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 FK0330  DYNAMIC HEIGHT  -        592.005 (meters)     1942.27  (feet) COMP
 FK0330  MODELED GRAVITY -    979,571.6   (mgal)                       NAVD 88
 FK0330
 FK0330  VERT ORDER      -  FIRST     CLASS II
 FK0330
 FK0330.The horizontal coordinates were scaled from a map and have
 FK0330.an estimated accuracy of +/- 6 seconds.
 FK0330
 FK0330.The orthometric height was determined by differential leveling and
 FK0330.adjusted by the NATIONAL GEODETIC SURVEY
 FK0330.in June 1991.
 FK0330
 FK0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0330.GEOID18 height accuracy estimate available here.
 FK0330
 FK0330.Click photographs - Photos may exist for this station.
 FK0330
 FK0330.The dynamic height is computed by dividing the NAVD 88
 FK0330.geopotential number by the normal gravity value computed on the
 FK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0330.degrees latitude (g = 980.6199 gals.).
 FK0330
 FK0330.The modeled gravity was interpolated from observed gravity values.
 FK0330
 FK0330;                    North         East    Units  Estimated Accuracy
 FK0330;SPC OK S     -   230,020.      474,560.      MT  (+/- 180 meters Scaled)
 FK0330
 FK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME654173(NAD 83)
 FK0330
 FK0330                          SUPERSEDED SURVEY CONTROL
 FK0330
 FK0330  NGVD 29 (??/??/92)  592.366  (m)         1943.45   (f) ADJ UNCH    1 2
 FK0330
 FK0330.Superseded values are not recommended for survey control.
 FK0330
 FK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0330.See file dsdata.pdf to determine how the superseded data were derived.
 FK0330
 FK0330_MARKER: DB = BENCH MARK DISK
 FK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0330_STAMPING: W 174 1953
 FK0330_MARK LOGO: CGS
 FK0330_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0330+STABILITY: SURFACE MOTION
 FK0330
 FK0330  HISTORY     - Date     Condition        Report By
 FK0330  HISTORY     - 1953     MONUMENTED       CGS
 FK0330  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0330
 FK0330                          STATION DESCRIPTION
 FK0330
 FK0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0330'1.3 MI E FROM ELK CITY.
 FK0330'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0330'FROM THE STATION AT ELK CITY, 63 FEET SOUTHEAST OF THE CENTER
 FK0330'OF A DIRT ROAD CROSSING, 44 FEET SOUTH OF THE SOUTH RAIL, 31 FEET
 FK0330'EAST OF THE CENTER LINE OF A ROAD, 6 FEET NORTH OF A FENCE,
 FK0330'3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0330'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FK0330
 FK0330                          STATION RECOVERY (1986)
 FK0330
 FK0330'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0398 ***********************************************************************
 FK0398  DESIGNATION -  W 175
 FK0398  PID         -  FK0398
 FK0398  STATE/COUNTY-  OK/BECKHAM
 FK0398  COUNTRY     -  US
 FK0398  USGS QUAD   -  DOXEY (2018)
 FK0398
 FK0398                         *CURRENT SURVEY CONTROL
 FK0398  ______________________________________________________________________
 FK0398* NAD 83(1986) POSITION- 35 21 10.     (N) 099 32 20.     (W)   SCALED
 FK0398* NAVD 88 ORTHO HEIGHT -   601.054 (meters)     1971.96  (feet) ADJUSTED
 FK0398  ______________________________________________________________________
 FK0398  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 FK0398  DYNAMIC HEIGHT  -        600.424 (meters)     1969.89  (feet) COMP
 FK0398  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 FK0398
 FK0398  VERT ORDER      -  FIRST     CLASS II
 FK0398
 FK0398.The horizontal coordinates were scaled from a map and have
 FK0398.an estimated accuracy of +/- 6 seconds.
 FK0398
 FK0398.The orthometric height was determined by differential leveling and
 FK0398.adjusted by the NATIONAL GEODETIC SURVEY
 FK0398.in June 1991.
 FK0398
 FK0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0398.GEOID18 height accuracy estimate available here.
 FK0398
 FK0398.Click photographs - Photos may exist for this station.
 FK0398
 FK0398.The dynamic height is computed by dividing the NAVD 88
 FK0398.geopotential number by the normal gravity value computed on the
 FK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0398.degrees latitude (g = 980.6199 gals.).
 FK0398
 FK0398.The modeled gravity was interpolated from observed gravity values.
 FK0398
 FK0398;                    North         East    Units  Estimated Accuracy
 FK0398;SPC OK S     -   225,080.      460,130.      MT  (+/- 180 meters Scaled)
 FK0398
 FK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME510122(NAD 83)
 FK0398
 FK0398                          SUPERSEDED SURVEY CONTROL
 FK0398
 FK0398  NGVD 29 (??/??/92)  600.802  (m)         1971.13   (f) ADJ UNCH    1 2
 FK0398
 FK0398.Superseded values are not recommended for survey control.
 FK0398
 FK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0398.See file dsdata.pdf to determine how the superseded data were derived.
 FK0398
 FK0398_MARKER: DB = BENCH MARK DISK
 FK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0398_STAMPING: W 175 1953
 FK0398_MARK LOGO: CGS
 FK0398_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0398+STABILITY: SURFACE MOTION
 FK0398
 FK0398  HISTORY     - Date     Condition        Report By
 FK0398  HISTORY     - 1953     MONUMENTED       CGS
 FK0398
 FK0398                          STATION DESCRIPTION
 FK0398
 FK0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0398'7.4 MI NW FROM SAYRE.
 FK0398'7.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0398'RAILROAD FROM THE STATION AT SAYRE, 85 FEET SOUTHWEST OF MILEPOST
 FK0398'619, 0.1 MILE NORTHEAST OF A GRAVELED ROAD CROSSING, 46 FEET
 FK0398'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET SOUTHEAST OF A FENCE,
 FK0398'2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FK0398'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0430 ***********************************************************************
 FK0430  DESIGNATION -  W 176
 FK0430  PID         -  FK0430
 FK0430  STATE/COUNTY-  OK/BECKHAM
 FK0430  COUNTRY     -  US
 FK0430  USGS QUAD   -  TEXOLA (2018)
 FK0430
 FK0430                         *CURRENT SURVEY CONTROL
 FK0430  ______________________________________________________________________
 FK0430* NAD 83(1986) POSITION- 35 12 12.     (N) 099 52 52.     (W)   SCALED
 FK0430* NAVD 88 ORTHO HEIGHT -   638.352 (meters)     2094.33  (feet) ADJUSTED
 FK0430  ______________________________________________________________________
 FK0430  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 FK0430  DYNAMIC HEIGHT  -        637.711 (meters)     2092.22  (feet) COMP
 FK0430  MODELED GRAVITY -    979,607.8   (mgal)                       NAVD 88
 FK0430
 FK0430  VERT ORDER      -  FIRST     CLASS II
 FK0430
 FK0430.The horizontal coordinates were scaled from a map and have
 FK0430.an estimated accuracy of +/- 6 seconds.
 FK0430
 FK0430.The orthometric height was determined by differential leveling and
 FK0430.adjusted by the NATIONAL GEODETIC SURVEY
 FK0430.in June 1991.
 FK0430
 FK0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0430.GEOID18 height accuracy estimate available here.
 FK0430
 FK0430.Click photographs - Photos may exist for this station.
 FK0430
 FK0430.The dynamic height is computed by dividing the NAVD 88
 FK0430.geopotential number by the normal gravity value computed on the
 FK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0430.degrees latitude (g = 980.6199 gals.).
 FK0430
 FK0430.The modeled gravity was interpolated from observed gravity values.
 FK0430
 FK0430;                    North         East    Units  Estimated Accuracy
 FK0430;SPC OK S     -   209,030.      428,710.      MT  (+/- 180 meters Scaled)
 FK0430
 FK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD197959(NAD 83)
 FK0430
 FK0430                          SUPERSEDED SURVEY CONTROL
 FK0430
 FK0430  NGVD 29 (??/??/92)  638.131  (m)         2093.60   (f) ADJ UNCH    1 2
 FK0430
 FK0430.Superseded values are not recommended for survey control.
 FK0430
 FK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0430.See file dsdata.pdf to determine how the superseded data were derived.
 FK0430
 FK0430_MARKER: DB = BENCH MARK DISK
 FK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0430_STAMPING: W 176 1953
 FK0430_MARK LOGO: CGS
 FK0430_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0430+STABILITY: SURFACE MOTION
 FK0430
 FK0430  HISTORY     - Date     Condition        Report By
 FK0430  HISTORY     - 1953     MONUMENTED       CGS
 FK0430  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0430
 FK0430                          STATION DESCRIPTION
 FK0430
 FK0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0430'1.7 MI SW FROM ERICK.
 FK0430'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0430'RAILROAD FROM THE STATION AT ERICK, THENCE 0.75 MILE SOUTH
 FK0430'ALONG A GRADED ROAD, THENCE 0.3 MILE WEST ALONG A GRADED DIRT
 FK0430'ROAD, 4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE NORTH
 FK0430'HANGAR AT THE HADDOCK AIRPORT, 21.5 FEET SOUTH OF A FENCE,
 FK0430'2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0430'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FK0430
 FK0430                          STATION RECOVERY (1987)
 FK0430
 FK0430'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0009 ***********************************************************************
 FJ0009  DESIGNATION -  W 18
 FJ0009  PID         -  FJ0009
 FJ0009  STATE/COUNTY-  OK/OKMULGEE
 FJ0009  COUNTRY     -  US
 FJ0009  USGS QUAD   -  BEGGS (2018)
 FJ0009
 FJ0009                         *CURRENT SURVEY CONTROL
 FJ0009  ______________________________________________________________________
 FJ0009* NAD 83(1986) POSITION- 35 42 47.     (N) 096 02 48.     (W)   SCALED
 FJ0009* NAVD 88 ORTHO HEIGHT -   208.554 (meters)      684.23  (feet) ADJUSTED
 FJ0009  ______________________________________________________________________
 FJ0009  GEOID HEIGHT    -        -28.918 (meters)                     GEOID18
 FJ0009  DYNAMIC HEIGHT  -        208.364 (meters)      683.61  (feet) COMP
 FJ0009  MODELED GRAVITY -    979,715.8   (mgal)                       NAVD 88
 FJ0009
 FJ0009  VERT ORDER      -  FIRST     CLASS II
 FJ0009
 FJ0009.The horizontal coordinates were scaled from a map and have
 FJ0009.an estimated accuracy of +/- 6 seconds.
 FJ0009
 FJ0009.The orthometric height was determined by differential leveling and
 FJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0009.in June 1991.
 FJ0009
 FJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0009.GEOID18 height accuracy estimate available here.
 FJ0009
 FJ0009.Click photographs - Photos may exist for this station.
 FJ0009
 FJ0009.The dynamic height is computed by dividing the NAVD 88
 FJ0009.geopotential number by the normal gravity value computed on the
 FJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0009.degrees latitude (g = 980.6199 gals.).
 FJ0009
 FJ0009.The modeled gravity was interpolated from observed gravity values.
 FJ0009
 FJ0009;                    North         East    Units  Estimated Accuracy
 FJ0009;SPC OK N     -    80,890.      776,740.      MT  (+/- 180 meters Scaled)
 FJ0009
 FJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE671561(NAD 83)
 FJ0009
 FJ0009                          SUPERSEDED SURVEY CONTROL
 FJ0009
 FJ0009  NGVD 29 (??/??/92)  208.443  (m)          683.87   (f) ADJ UNCH    1 2
 FJ0009
 FJ0009.Superseded values are not recommended for survey control.
 FJ0009
 FJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0009.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0009
 FJ0009_MARKER: DB = BENCH MARK DISK
 FJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0009_STAMPING: W 18 1933
 FJ0009_MARK LOGO: CGS
 FJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0009+STABILITY: SURFACE MOTION
 FJ0009
 FJ0009  HISTORY     - Date     Condition        Report By
 FJ0009  HISTORY     - 1933     MONUMENTED       CGS
 FJ0009  HISTORY     - 1935     GOOD
 FJ0009
 FJ0009                          STATION DESCRIPTION
 FJ0009
 FJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0009'2.5 MI S FROM BEGGS.
 FJ0009'LOCATED 2.5 MILE SOUTH OF BEGGS, ON THE FRISCO RIGHT OF WAY, 167
 FJ0009'YARDS NORTH OF ROAD UNDERPASS FOR U.S. HIGHWAY NO. 75, 2 FT.
 FJ0009'SOUTHWEST OF TELEGRAPH POLE MARKED 458-30, 31 FT. EAST OF EAST
 FJ0009'RAIL OF TRACK, 13 FT. WEST OF RIGHT OF WAY FENCE.  STANDARD
 FJ0009'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 FJ0009
 FJ0009                          STATION RECOVERY (1935)
 FJ0009
 FJ0009'RECOVERED 1935
 FJ0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0501 ***********************************************************************
 GH0501  DESIGNATION -  W 180
 GH0501  PID         -  GH0501
 GH0501  STATE/COUNTY-  OK/GRANT
 GH0501  COUNTRY     -  US
 GH0501  USGS QUAD   -  MEDFORD (2018)
 GH0501
 GH0501                         *CURRENT SURVEY CONTROL
 GH0501  ______________________________________________________________________
 GH0501* NAD 83(1986) POSITION- 36 47 31.     (N) 097 44 33.     (W)   SCALED
 GH0501* NAVD 88 ORTHO HEIGHT -   330.418 (meters)     1084.05  (feet) ADJUSTED
 GH0501  ______________________________________________________________________
 GH0501  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 GH0501  DYNAMIC HEIGHT  -        330.142 (meters)     1083.14  (feet) COMP
 GH0501  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0501
 GH0501  VERT ORDER      -  FIRST     CLASS II
 GH0501
 GH0501.This mark is at Medford Airport (OK68)
 GH0501
 GH0501.The horizontal coordinates were scaled from a map and have
 GH0501.an estimated accuracy of +/- 6 seconds.
 GH0501
 GH0501.The orthometric height was determined by differential leveling and
 GH0501.adjusted by the NATIONAL GEODETIC SURVEY
 GH0501.in June 1991.
 GH0501
 GH0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0501.GEOID18 height accuracy estimate available here.
 GH0501
 GH0501.Click photographs - Photos may exist for this station.
 GH0501
 GH0501.The dynamic height is computed by dividing the NAVD 88
 GH0501.geopotential number by the normal gravity value computed on the
 GH0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0501.degrees latitude (g = 980.6199 gals.).
 GH0501
 GH0501.The modeled gravity was interpolated from observed gravity values.
 GH0501
 GH0501;                    North         East    Units  Estimated Accuracy
 GH0501;SPC OK N     -   198,860.      622,980.      MT  (+/- 180 meters Scaled)
 GH0501
 GH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF121725(NAD 83)
 GH0501
 GH0501                          SUPERSEDED SURVEY CONTROL
 GH0501
 GH0501  NGVD 29 (??/??/92)  330.303  (m)         1083.67   (f) SUPERSEDED  1 2
 GH0501  NGVD 29 (04/22/92)  330.303  (m)         1083.67   (f) ADJUSTED    1 2
 GH0501
 GH0501.Superseded values are not recommended for survey control.
 GH0501
 GH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0501.See file dsdata.pdf to determine how the superseded data were derived.
 GH0501
 GH0501_MARKER: DB = BENCH MARK DISK
 GH0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0501_STAMPING: W 180 1953
 GH0501_MARK LOGO: CGS
 GH0501_PROJECTION: FLUSH
 GH0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0501+STABILITY: SURFACE MOTION
 GH0501
 GH0501  HISTORY     - Date     Condition        Report By
 GH0501  HISTORY     - 1953     MONUMENTED       CGS
 GH0501  HISTORY     - 1985     GOOD             NGS
 GH0501  HISTORY     - 1986     GOOD             NGS
 GH0501
 GH0501                          STATION DESCRIPTION
 GH0501
 GH0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0501'1.2 MI SW FROM MEDFORD.
 GH0501'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 GH0501'WITH MAIN STREET AT MEDFORD, 54 FEET WEST OF THE CENTER LINE OF
 GH0501'THE HIGHWAY, 23 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE
 GH0501'MEDFORD AIRPORT, 2.5 FEET WEST OF A FENCE, 3 FEET SOUTH OF
 GH0501'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0501'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0501
 GH0501                          STATION RECOVERY (1985)
 GH0501
 GH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0501'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.2 KM (1.35
 GH0501'MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0501'ROUTE 11 AT MEDFORD, AT THE ENTRANCE TO THE MEDFORD MUNICIPAL ATRPORT,
 GH0501'16.5 METERS (54 FT) WEST OF THE HIGHWAY CENTERLINE, 1.5 METERS (4.9
 GH0501'FT) SOUTHWEST OF THE SOUTH END OF A FENCE AND 1.2 METERS (3.8 FT) EAST
 GH0501'OF A 24-INCH CEDAR TREE.
 GH0501'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GH0501
 GH0501                          STATION RECOVERY (1986)
 GH0501
 GH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GH0501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0487 ***********************************************************************
 GH0487  DESIGNATION -  W 181
 GH0487  PID         -  GH0487
 GH0487  STATE/COUNTY-  OK/GRANT
 GH0487  COUNTRY     -  US
 GH0487  USGS QUAD   -  POND CREEK (2018)
 GH0487
 GH0487                         *CURRENT SURVEY CONTROL
 GH0487  ______________________________________________________________________
 GH0487* NAD 83(1986) POSITION- 36 39 06.     (N) 097 48 24.     (W)   SCALED
 GH0487* NAVD 88 ORTHO HEIGHT -   324.274 (meters)     1063.89  (feet) ADJUSTED
 GH0487  ______________________________________________________________________
 GH0487  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 GH0487  DYNAMIC HEIGHT  -        324.000 (meters)     1062.99  (feet) COMP
 GH0487  MODELED GRAVITY -    979,776.5   (mgal)                       NAVD 88
 GH0487
 GH0487  VERT ORDER      -  FIRST     CLASS II
 GH0487
 GH0487.The horizontal coordinates were scaled from a map and have
 GH0487.an estimated accuracy of +/- 6 seconds.
 GH0487
 GH0487.The orthometric height was determined by differential leveling and
 GH0487.adjusted by the NATIONAL GEODETIC SURVEY
 GH0487.in June 1991.
 GH0487
 GH0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0487.GEOID18 height accuracy estimate available here.
 GH0487
 GH0487.Click photographs - Photos may exist for this station.
 GH0487
 GH0487.The dynamic height is computed by dividing the NAVD 88
 GH0487.geopotential number by the normal gravity value computed on the
 GH0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0487.degrees latitude (g = 980.6199 gals.).
 GH0487
 GH0487.The modeled gravity was interpolated from observed gravity values.
 GH0487
 GH0487;                    North         East    Units  Estimated Accuracy
 GH0487;SPC OK N     -   183,280.      617,290.      MT  (+/- 180 meters Scaled)
 GH0487
 GH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF066568(NAD 83)
 GH0487
 GH0487                          SUPERSEDED SURVEY CONTROL
 GH0487
 GH0487  NGVD 29 (??/??/92)  324.156  (m)         1063.50   (f) ADJ UNCH    1 2
 GH0487
 GH0487.Superseded values are not recommended for survey control.
 GH0487
 GH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0487.See file dsdata.pdf to determine how the superseded data were derived.
 GH0487
 GH0487_MARKER: DB = BENCH MARK DISK
 GH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0487_STAMPING: W 181 1953
 GH0487_MARK LOGO: CGS
 GH0487_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0487+STABILITY: SURFACE MOTION
 GH0487
 GH0487  HISTORY     - Date     Condition        Report By
 GH0487  HISTORY     - 1953     MONUMENTED       CGS
 GH0487  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0487
 GH0487                          STATION DESCRIPTION
 GH0487
 GH0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0487'1.2 MI S FROM POND CREEK.
 GH0487'1.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0487'RAILROAD FROM THE STATION AT POND CREEK, 156 FEET NORTH OF THE
 GH0487'CENTER LINE OF AN EAST AND WEST ROAD, 43 FEET EAST OF THE
 GH0487'EAST RAIL, 7 FEET NORTH OF THE 2ND POLE NORTH OF A ROAD CROSSING,
 GH0487'3 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST, SET
 GH0487'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0487'GROUND.
 GH0487
 GH0487                          STATION RECOVERY (1985)
 GH0487
 GH0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0487'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0418 ***********************************************************************
 GH0418  DESIGNATION -  W 182
 GH0418  PID         -  GH0418
 GH0418  STATE/COUNTY-  OK/GARFIELD
 GH0418  COUNTRY     -  US
 GH0418  USGS QUAD   -  ENID EAST (2018)
 GH0418
 GH0418                         *CURRENT SURVEY CONTROL
 GH0418  ______________________________________________________________________
 GH0418* NAD 83(1986) POSITION- 36 24 00.24   (N) 097 52 26.00   (W)   HD_HELD1
 GH0418* NAVD 88 ORTHO HEIGHT -   378.027 (meters)     1240.24  (feet) ADJUSTED
 GH0418  ______________________________________________________________________
 GH0418  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 GH0418  DYNAMIC HEIGHT  -        377.695 (meters)     1239.15  (feet) COMP
 GH0418  MODELED GRAVITY -    979,741.6   (mgal)                       NAVD 88
 GH0418
 GH0418  VERT ORDER      -  FIRST     CLASS II
 GH0418
 GH0418.The horizontal coordinates were determined by differentially corrected
 GH0418.hand held GPS observations or other comparable positioning techniques
 GH0418.and have an estimated accuracy of +/- 3 meters.
 GH0418
 GH0418.The orthometric height was determined by differential leveling and
 GH0418.adjusted by the NATIONAL GEODETIC SURVEY
 GH0418.in June 1991.
 GH0418
 GH0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0418.GEOID18 height accuracy estimate available here.
 GH0418
 GH0418.Click photographs - Photos may exist for this station.
 GH0418
 GH0418.The dynamic height is computed by dividing the NAVD 88
 GH0418.geopotential number by the normal gravity value computed on the
 GH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0418.degrees latitude (g = 980.6199 gals.).
 GH0418
 GH0418.The modeled gravity was interpolated from observed gravity values.
 GH0418
 GH0418;                    North         East    Units  Estimated Accuracy
 GH0418;SPC OK N     -   155,350.1     611,312.4     MT  (+/- 3 meters HH1 GPS) 
 GH0418
 GH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0098028912(NAD 83)
 GH0418
 GH0418                          SUPERSEDED SURVEY CONTROL
 GH0418
 GH0418  NGVD 29 (??/??/92)  377.885  (m)         1239.78   (f) SUPERSEDED  1 2
 GH0418  NGVD 29 (04/22/92)  377.851  (m)         1239.67   (f) ADJUSTED    1 2
 GH0418
 GH0418.Superseded values are not recommended for survey control.
 GH0418
 GH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0418.See file dsdata.pdf to determine how the superseded data were derived.
 GH0418
 GH0418_MARKER: DB = BENCH MARK DISK
 GH0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH0418_SP_SET: BRIDGE ABUTMENT
 GH0418_STAMPING: W 182 1953
 GH0418_MARK LOGO: CGS
 GH0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0418+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 GH0418
 GH0418  HISTORY     - Date     Condition        Report By
 GH0418  HISTORY     - 1953     MONUMENTED       CGS
 GH0418  HISTORY     - 1985     GOOD             NGS
 GH0418  HISTORY     - 20091202 GOOD             INDIV
 GH0418
 GH0418                          STATION DESCRIPTION
 GH0418
 GH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0418'0.7 MI N FROM ENID.
 GH0418'0.7 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0418'RAILROAD FROM THE STATION AT ENID, 4 POLES SOUTH OF MILEPOST
 GH0418'341, 5 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST
 GH0418'END OF THE SOUTH ABUTMENT OF UNDERPASS 341 ON EAST ELM AVENUE.
 GH0418
 GH0418                          STATION RECOVERY (1985)
 GH0418
 GH0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0418'RECOVERED IN GOOD CONDITION.
 GH0418
 GH0418                          STATION RECOVERY (2009)
 GH0418
 GH0418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0460 ***********************************************************************
 GH0460  DESIGNATION -  W 183
 GH0460  PID         -  GH0460
 GH0460  STATE/COUNTY-  OK/GARFIELD
 GH0460  COUNTRY     -  US
 GH0460  USGS QUAD   -  ENID WEST (2018)
 GH0460
 GH0460                         *CURRENT SURVEY CONTROL
 GH0460  ______________________________________________________________________
 GH0460* NAD 83(1986) POSITION- 36 24 25.     (N) 097 53 59.     (W)   SCALED
 GH0460* NAVD 88 ORTHO HEIGHT -   386.207 (meters)     1267.08  (feet) ADJUSTED
 GH0460  ______________________________________________________________________
 GH0460  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 GH0460  DYNAMIC HEIGHT  -        385.868 (meters)     1265.97  (feet) COMP
 GH0460  MODELED GRAVITY -    979,741.4   (mgal)                       NAVD 88
 GH0460
 GH0460  VERT ORDER      -  FIRST     CLASS II
 GH0460
 GH0460.The horizontal coordinates were scaled from a map and have
 GH0460.an estimated accuracy of +/- 6 seconds.
 GH0460
 GH0460.The orthometric height was determined by differential leveling and
 GH0460.adjusted by the NATIONAL GEODETIC SURVEY
 GH0460.in June 1991.
 GH0460
 GH0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0460.GEOID18 height accuracy estimate available here.
 GH0460
 GH0460.Click photographs - Photos may exist for this station.
 GH0460
 GH0460.The dynamic height is computed by dividing the NAVD 88
 GH0460.geopotential number by the normal gravity value computed on the
 GH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0460.degrees latitude (g = 980.6199 gals.).
 GH0460
 GH0460.The modeled gravity was interpolated from observed gravity values.
 GH0460
 GH0460;                    North         East    Units  Estimated Accuracy
 GH0460;SPC OK N     -   156,110.      608,990.      MT  (+/- 180 meters Scaled)
 GH0460
 GH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF986296(NAD 83)
 GH0460
 GH0460                          SUPERSEDED SURVEY CONTROL
 GH0460
 GH0460  NGVD 29 (??/??/92)  386.065  (m)         1266.61   (f) ADJ UNCH    1 2
 GH0460
 GH0460.Superseded values are not recommended for survey control.
 GH0460
 GH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0460.See file dsdata.pdf to determine how the superseded data were derived.
 GH0460
 GH0460_MARKER: DB = BENCH MARK DISK
 GH0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0460_STAMPING: W 183 1953
 GH0460_MARK LOGO: CGS
 GH0460_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0460+STABILITY: SURFACE MOTION
 GH0460
 GH0460  HISTORY     - Date     Condition        Report By
 GH0460  HISTORY     - 1953     MONUMENTED       CGS
 GH0460
 GH0460                          STATION DESCRIPTION
 GH0460
 GH0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0460'1.1 MI NW FROM ENID.
 GH0460'1.1 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0460'RAILROAD FROM THE STATION AT ENID, 38 FEET NORTHEAST OF THE
 GH0460'NORTHEAST RAIL, 10 FEET SOUTHWEST OF A FENCE, 4.4 FEET SOUTHEAST
 GH0460'OF MILEPOST 546, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 GH0460'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0569 ***********************************************************************
 FJ0569  DESIGNATION -  W 184
 FJ0569  PID         -  FJ0569
 FJ0569  STATE/COUNTY-  OK/KINGFISHER
 FJ0569  COUNTRY     -  US
 FJ0569  USGS QUAD   -  KINGFISHER (2018)
 FJ0569
 FJ0569                         *CURRENT SURVEY CONTROL
 FJ0569  ______________________________________________________________________
 FJ0569* NAD 83(1986) POSITION- 35 51 39.7    (N) 097 55 43.3    (W)   HD_HELD2
 FJ0569* NAVD 88 ORTHO HEIGHT -   320.798 (meters)     1052.48  (feet) ADJUSTED
 FJ0569  ______________________________________________________________________
 FJ0569  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 FJ0569  DYNAMIC HEIGHT  -        320.506 (meters)     1051.53  (feet) COMP
 FJ0569  MODELED GRAVITY -    979,711.9   (mgal)                       NAVD 88
 FJ0569
 FJ0569  VERT ORDER      -  FIRST     CLASS II
 FJ0569
 FJ0569.The horizontal coordinates were established by autonomous hand held GPS
 FJ0569.observations and have an estimated accuracy of +/- 10 meters.
 FJ0569
 FJ0569.The orthometric height was determined by differential leveling and
 FJ0569.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0569.in June 1991.
 FJ0569
 FJ0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0569.GEOID18 height accuracy estimate available here.
 FJ0569
 FJ0569.Click photographs - Photos may exist for this station.
 FJ0569
 FJ0569.The dynamic height is computed by dividing the NAVD 88
 FJ0569.geopotential number by the normal gravity value computed on the
 FJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0569.degrees latitude (g = 980.6199 gals.).
 FJ0569
 FJ0569.The modeled gravity was interpolated from observed gravity values.
 FJ0569
 FJ0569;                    North         East    Units  Estimated Accuracy
 FJ0569;SPC OK N     -    95,536.      606,440.      MT  (+/- 10 meters HH2 GPS)
 FJ0569
 FJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9672569064(NAD 83)
 FJ0569
 FJ0569                          SUPERSEDED SURVEY CONTROL
 FJ0569
 FJ0569  NGVD 29 (??/??/92)  320.671  (m)         1052.07   (f) SUPERSEDED  1 2
 FJ0569  NGVD 29 (04/22/92)  320.643  (m)         1051.98   (f) ADJUSTED    1 2
 FJ0569
 FJ0569.Superseded values are not recommended for survey control.
 FJ0569
 FJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0569.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0569
 FJ0569_MARKER: DB = BENCH MARK DISK
 FJ0569_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FJ0569_SP_SET: MASSIVE RETAINING WALL
 FJ0569_STAMPING: W 184 1953
 FJ0569_MARK LOGO: CGS
 FJ0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0569+STABILITY: POSITION/ELEVATION WELL
 FJ0569
 FJ0569  HISTORY     - Date     Condition        Report By
 FJ0569  HISTORY     - 1953     MONUMENTED       CGS
 FJ0569  HISTORY     - 1985     GOOD             NGS
 FJ0569
 FJ0569                          STATION DESCRIPTION
 FJ0569
 FJ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0569'AT KINGFISHER.
 FJ0569'AT KINGFISHER, 8 RAILS SOUTH OF THE SOUTH END OF THE CHICAGO,
 FJ0569'ROCK ISLAND AND PACIFIC RAILROAD STATION, 7 FEET WEST OF THE
 FJ0569'WEST RAIL OF THE MAIN TRACK, AT THE UNDERPASS OF STATE HIGHWAY
 FJ0569'33, SET IN THE TOP OF THE NORTHEAST CORNER OF THE GUARD RAIL OF
 FJ0569'THE UNDERPASS, LEVEL WITH THE TOP OF THE RAILS, IN THE 1ST GUARD
 FJ0569'RAIL WEST OF THE MAIN TRACK.
 FJ0569
 FJ0569                          STATION RECOVERY (1985)
 FJ0569
 FJ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0569'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0548 ***********************************************************************
 FJ0548  DESIGNATION -  W 185
 FJ0548  PID         -  FJ0548
 FJ0548  STATE/COUNTY-  OK/CANADIAN
 FJ0548  COUNTRY     -  US
 FJ0548  USGS QUAD   -  FORT RENO NE (2018)
 FJ0548
 FJ0548                         *CURRENT SURVEY CONTROL
 FJ0548  ______________________________________________________________________
 FJ0548* NAD 83(1986) POSITION- 35 38 22.     (N) 097 59 59.     (W)   SCALED
 FJ0548* NAVD 88 ORTHO HEIGHT -   393.114 (meters)     1289.74  (feet) ADJUSTED
 FJ0548  ______________________________________________________________________
 FJ0548  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FJ0548  DYNAMIC HEIGHT  -        392.738 (meters)     1288.51  (feet) COMP
 FJ0548  MODELED GRAVITY -    979,665.4   (mgal)                       NAVD 88
 FJ0548
 FJ0548  VERT ORDER      -  FIRST     CLASS II
 FJ0548
 FJ0548.The horizontal coordinates were scaled from a map and have
 FJ0548.an estimated accuracy of +/- 6 seconds.
 FJ0548
 FJ0548.The orthometric height was determined by differential leveling and
 FJ0548.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0548.in June 1991.
 FJ0548
 FJ0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0548.GEOID18 height accuracy estimate available here.
 FJ0548
 FJ0548.Click photographs - Photos may exist for this station.
 FJ0548
 FJ0548.The dynamic height is computed by dividing the NAVD 88
 FJ0548.geopotential number by the normal gravity value computed on the
 FJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0548.degrees latitude (g = 980.6199 gals.).
 FJ0548
 FJ0548.The modeled gravity was interpolated from observed gravity values.
 FJ0548
 FJ0548;                    North         East    Units  Estimated Accuracy
 FJ0548;SPC OK N     -    70,950.      600,030.      MT  (+/- 180 meters Scaled)
 FJ0548
 FJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE905444(NAD 83)
 FJ0548
 FJ0548                          SUPERSEDED SURVEY CONTROL
 FJ0548
 FJ0548  NGVD 29 (??/??/92)  392.954  (m)         1289.22   (f) ADJ UNCH    1 2
 FJ0548
 FJ0548.Superseded values are not recommended for survey control.
 FJ0548
 FJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0548.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0548
 FJ0548_MARKER: DB = BENCH MARK DISK
 FJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0548_STAMPING: W 185 1953
 FJ0548_MARK LOGO: CGS
 FJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0548+STABILITY: SURFACE MOTION
 FJ0548
 FJ0548  HISTORY     - Date     Condition        Report By
 FJ0548  HISTORY     - 1953     MONUMENTED       CGS
 FJ0548
 FJ0548                          STATION DESCRIPTION
 FJ0548
 FJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0548'5.9 MI S FROM OKARCHE.
 FJ0548'5.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0548'RAILROAD FROM THE STATION AT OKARCHE, 0.1 MILE NORTH OF A TRESTLE,
 FJ0548'71 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF A FENCE, 2 FEET
 FJ0548'NORTH OF A WITNESS POST, 15 FEET BELOW THE TOP OF THE RAILS, SET
 FJ0548'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FJ0548'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0447 ***********************************************************************
 FJ0447  DESIGNATION -  W 186
 FJ0447  PID         -  FJ0447
 FJ0447  STATE/COUNTY-  OK/GRADY
 FJ0447  COUNTRY     -  US
 FJ0447  USGS QUAD   -  MINCO (2018)
 FJ0447
 FJ0447                         *CURRENT SURVEY CONTROL
 FJ0447  ______________________________________________________________________
 FJ0447* NAD 83(1986) POSITION- 35 17 13.     (N) 097 56 42.     (W)   SCALED
 FJ0447* NAVD 88 ORTHO HEIGHT -   396.117 (meters)     1299.59  (feet) POSTED
 FJ0447  ______________________________________________________________________
 FJ0447  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 FJ0447  DYNAMIC HEIGHT  -        395.72  (meters)     1298.3   (feet) COMP
 FJ0447  MODELED GRAVITY -    979,623.2   (mgal)                       NAVD 88
 FJ0447
 FJ0447  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0447
 FJ0447.The horizontal coordinates were scaled from a map and have
 FJ0447.an estimated accuracy of +/- 6 seconds.
 FJ0447
 FJ0447.The orthometric height was determined by differential leveling
 FJ0447.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0447
 FJ0447.* This is a POSTED BENCH MARK height.
 FJ0447
 FJ0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0447.GEOID18 height accuracy estimate available here.
 FJ0447
 FJ0447.Click photographs - Photos may exist for this station.
 FJ0447
 FJ0447.The dynamic height is computed by dividing the NAVD 88
 FJ0447.geopotential number by the normal gravity value computed on the
 FJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0447.degrees latitude (g = 980.6199 gals.).
 FJ0447
 FJ0447.The modeled gravity was interpolated from observed gravity values.
 FJ0447
 FJ0447;                    North         East    Units  Estimated Accuracy
 FJ0447;SPC OK S     -   216,710.      605,000.      MT  (+/- 180 meters Scaled)
 FJ0447
 FJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE959053(NAD 83)
 FJ0447
 FJ0447                          SUPERSEDED SURVEY CONTROL
 FJ0447
 FJ0447  NGVD 29 (??/??/92)  395.961  (m)         1299.08   (f) ADJ UNCH    1 2
 FJ0447
 FJ0447.Superseded values are not recommended for survey control.
 FJ0447
 FJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0447.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0447
 FJ0447_MARKER: DB = BENCH MARK DISK
 FJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0447_STAMPING: W 186 1953
 FJ0447_MARK LOGO: CGS
 FJ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0447+STABILITY: SURFACE MOTION
 FJ0447
 FJ0447  HISTORY     - Date     Condition        Report By
 FJ0447  HISTORY     - 1953     MONUMENTED       CGS
 FJ0447  HISTORY     - 1978     POOR             DOD
 FJ0447  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0447
 FJ0447                          STATION DESCRIPTION
 FJ0447
 FJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0447'1.8 MI S FROM MINCO.
 FJ0447'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0447'RAILROAD FROM THE STATION AT MINCO, 96 FEET EAST OF THE EAST
 FJ0447'RAIL, 87 FEET EAST OF SEMAPHORE 419.8, 2 FEET WEST OF A FENCE,
 FJ0447'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FJ0447'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0447
 FJ0447                          STATION RECOVERY (1978)
 FJ0447
 FJ0447'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 FJ0447'MARK RECOVERED IN POOR CONDITION.
 FJ0447
 FJ0447                          STATION RECOVERY (1986)
 FJ0447
 FJ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0447'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0680 ***********************************************************************
 FJ0680  DESIGNATION -  W 192
 FJ0680  PID         -  FJ0680
 FJ0680  STATE/COUNTY-  OK/OKLAHOMA
 FJ0680  COUNTRY     -  US
 FJ0680  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0680
 FJ0680                         *CURRENT SURVEY CONTROL
 FJ0680  ______________________________________________________________________
 FJ0680* NAD 83(1986) POSITION- 35 27 50.87   (N) 097 32 14.62   (W)   HD_HELD1
 FJ0680* NAVD 88 ORTHO HEIGHT -   362.023 (meters)     1187.74  (feet) ADJUSTED
 FJ0680  ______________________________________________________________________
 FJ0680  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 FJ0680  DYNAMIC HEIGHT  -        361.677 (meters)     1186.60  (feet) COMP
 FJ0680  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 FJ0680
 FJ0680  VERT ORDER      -  FIRST     CLASS II
 FJ0680
 FJ0680.The horizontal coordinates were determined by differentially corrected
 FJ0680.hand held GPS observations or other comparable positioning techniques
 FJ0680.and have an estimated accuracy of +/- 3 meters.
 FJ0680
 FJ0680.The orthometric height was determined by differential leveling and
 FJ0680.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0680.in August 1994.
 FJ0680
 FJ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0680.GEOID18 height accuracy estimate available here.
 FJ0680
 FJ0680.Click photographs - Photos may exist for this station.
 FJ0680
 FJ0680.The dynamic height is computed by dividing the NAVD 88
 FJ0680.geopotential number by the normal gravity value computed on the
 FJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0680.degrees latitude (g = 980.6199 gals.).
 FJ0680
 FJ0680.The modeled gravity was interpolated from observed gravity values.
 FJ0680
 FJ0680;                    North         East    Units  Estimated Accuracy
 FJ0680;SPC OK N     -    51,597.1     641,991.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0680
 FJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3271125498(NAD 83)
 FJ0680
 FJ0680                          SUPERSEDED SURVEY CONTROL
 FJ0680
 FJ0680  NAVD 88 (??/??/92)  362.093  (m)         1187.97   (f) POSTED      3  
 FJ0680
 FJ0680.Superseded values are not recommended for survey control.
 FJ0680
 FJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0680.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0680
 FJ0680_MARKER: F = FLANGE-ENCASED ROD
 FJ0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0680_STAMPING: W 192 1984
 FJ0680_MARK LOGO: NGS
 FJ0680_PROJECTION: FLUSH
 FJ0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0680+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2022
 FJ0680_ROD/PIPE-DEPTH: 11.0 meters
 FJ0680
 FJ0680  HISTORY     - Date     Condition        Report By
 FJ0680  HISTORY     - 1984     MONUMENTED       NGS
 FJ0680  HISTORY     - 1988     GOOD             USPSQD
 FJ0680  HISTORY     - 19940114 GOOD             NGS
 FJ0680  HISTORY     - 20220616 GOOD             WHE
 FJ0680
 FJ0680                          STATION DESCRIPTION
 FJ0680
 FJ0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0680'2.2 KM (1.40 MI) WEST FROM OKLAHOMA CITY.
 FJ0680'THE MARK IS ABOVE LEVEL WITH RENO AVENUE.
 FJ0680'2.2 KM (1.40 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0680'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, AT SOUTH MCKINNEY STREET
 FJ0680'LEADING NORTH, SET BY A POWERLINE POLE ALONG THE NORTH EDGE OF TOLAN
 FJ0680'PARK, 12.64 METERS (41.5 FT) SOUTH OF THE CENTERLINE OF RENO AVENUE,
 FJ0680'46.60 METERS (152.9 FT) WEST OF THE NORTH END OF THE TOLAN PARK BRICK
 FJ0680'SIGN, 11.03 METERS (36.2 FT) EAST OF A FIRE HYDRANT, 5.48 METERS
 FJ0680'(18.0 FT) EAST OF THE EXTENDED CENTERLINE OF SOUTH MCKINNEY STREET,
 FJ0680'2.28 METERS (7.5 FT) WEST OF A POWERLINE POLE WITH A SMALL
 FJ0680'TRANSFORMER, AND 0.70 METERS (2.3 FT) EAST OF A POWERLINE POLE WITH AN
 FJ0680'ELECTRIC METER.  NOTE, ROD EXCEEDED DRIVING RATE, ROD ANCHORED.
 FJ0680'THE MARK IS 2.62 METERS  SSW FROM A WITNESS POST.
 FJ0680
 FJ0680                          STATION RECOVERY (1988)
 FJ0680
 FJ0680'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0680'RECOVERED IN GOOD CONDITION.
 FJ0680
 FJ0680                          STATION RECOVERY (1994)
 FJ0680
 FJ0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0680'2.2 KM (1.35 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0680'THE SANTA FE RAILROAD IN OKLAHOMA CITY, 46.6 M (152.9 FT) WEST OF THE
 FJ0680'NORTH END OF A SIGN (TOLAN PARK), 13.9 M (45.6 FT) SOUTH OF THE
 FJ0680'AVENUE CENTERLINE, 11.0 M (36.1 FT) EAST OF A FIRE HYDRANT, 5.5 M
 FJ0680'(18.0 FT) EAST OF THE EXTENDED CENTERLINE OF SOUTH MCKINNEY STREET,
 FJ0680'5.2 M (17.1 FT) WEST OF A UTILITY POLE WITH A TRANSFORMER, 2.6 M
 FJ0680'(8.5 FT) SOUTHWEST OF A WITNESS POST, 0.7 M (2.3 FT) EAST OF UTILITY
 FJ0680'POLE WITH AN ELECTRIC METER ATTACHED, AND 0.3 M (1.0 FT) ABOVE THE
 FJ0680'LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 FJ0680'5-INCH LOGO CAP.
 FJ0680
 FJ0680                          STATION RECOVERY (2022)
 FJ0680
 FJ0680'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2022 (TC)
 FJ0680'MARK FOUND AS DESCRIBED.  LID FOUND NOT ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0712 ***********************************************************************
 FJ0712  DESIGNATION -  W 193
 FJ0712  PID         -  FJ0712
 FJ0712  STATE/COUNTY-  OK/LINCOLN
 FJ0712  COUNTRY     -  US
 FJ0712  USGS QUAD   -  MCLOUD (2018)
 FJ0712
 FJ0712                         *CURRENT SURVEY CONTROL
 FJ0712  ______________________________________________________________________
 FJ0712* NAD 83(1986) POSITION- 35 29 33.     (N) 097 06 19.     (W)   SCALED
 FJ0712* NAVD 88 ORTHO HEIGHT -   337.204 (meters)     1106.31  (feet) ADJUSTED
 FJ0712  ______________________________________________________________________
 FJ0712  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 FJ0712  DYNAMIC HEIGHT  -        336.885 (meters)     1105.26  (feet) COMP
 FJ0712  MODELED GRAVITY -    979,680.2   (mgal)                       NAVD 88
 FJ0712
 FJ0712  VERT ORDER      -  FIRST     CLASS II
 FJ0712
 FJ0712.The horizontal coordinates were scaled from a map and have
 FJ0712.an estimated accuracy of +/- 6 seconds.
 FJ0712
 FJ0712.The orthometric height was determined by differential leveling and
 FJ0712.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0712.in August 1994.
 FJ0712
 FJ0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0712.GEOID18 height accuracy estimate available here.
 FJ0712
 FJ0712.Click photographs - Photos may exist for this station.
 FJ0712
 FJ0712.The dynamic height is computed by dividing the NAVD 88
 FJ0712.geopotential number by the normal gravity value computed on the
 FJ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0712.degrees latitude (g = 980.6199 gals.).
 FJ0712
 FJ0712.The modeled gravity was interpolated from observed gravity values.
 FJ0712
 FJ0712;                    North         East    Units  Estimated Accuracy
 FJ0712;SPC OK N     -    55,020.      681,190.      MT  (+/- 180 meters Scaled)
 FJ0712
 FJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE718293(NAD 83)
 FJ0712
 FJ0712                          SUPERSEDED SURVEY CONTROL
 FJ0712
 FJ0712  NAVD 88 (06/15/91)  337.243  (m)         1106.44   (f) SUPERSEDED  1 2
 FJ0712
 FJ0712.Superseded values are not recommended for survey control.
 FJ0712
 FJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0712.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0712
 FJ0712_MARKER: DV = VERTICAL CONTROL DISK
 FJ0712_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0712_SP_SET: BOX CULVERT
 FJ0712_STAMPING: W 193 1984
 FJ0712_MARK LOGO: NGS
 FJ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0712+STABILITY: SURFACE MOTION
 FJ0712
 FJ0712  HISTORY     - Date     Condition        Report By
 FJ0712  HISTORY     - 1984     MONUMENTED       NGS
 FJ0712  HISTORY     - 1988     GOOD             USPSQD
 FJ0712  HISTORY     - 1989     GOOD             USPSQD
 FJ0712  HISTORY     - 1990     GOOD             USPSQD
 FJ0712  HISTORY     - 20230321 MARK NOT FOUND   OKDOT
 FJ0712
 FJ0712                          STATION DESCRIPTION
 FJ0712
 FJ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0712'6.0 KM (3.75 MI) EAST FROM HARRAH.
 FJ0712'6.0 KM (3.75 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S.
 FJ0712'HIGHWAY 270 IN HARRAH, SET IN THE TOP AND 0.67 METERS (2.2 FT) WEST OF
 FJ0712'THE EAST END OF A THIRTEEN-FOOT HEADWALL OF A BOX CULVERT UNDER THE
 FJ0712'HIGHWAY, 6.2 METERS (20.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0712'AND 0.67 METERS (2.2 FT) WEST OF THE EAST END OF THE BRIDGE ABUTMENT.
 FJ0712'THE MARK IS 0.31 M BELOW HIGHWAY.
 FJ0712
 FJ0712                          STATION RECOVERY (1988)
 FJ0712
 FJ0712'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0712'RECOVERED IN GOOD CONDITION.
 FJ0712
 FJ0712                          STATION RECOVERY (1989)
 FJ0712
 FJ0712'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0712'RECOVERED IN GOOD CONDITION.
 FJ0712
 FJ0712                          STATION RECOVERY (1990)
 FJ0712
 FJ0712'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0712'RECOVERED IN GOOD CONDITION.
 FJ0712
 FJ0712                          STATION RECOVERY (2023)
 FJ0712
 FJ0712'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0712'NEW DRAINAGE STRUCTURE IN PLACE.  MARK POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0748 ***********************************************************************
 FJ0748  DESIGNATION -  W 195
 FJ0748  PID         -  FJ0748
 FJ0748  STATE/COUNTY-  OK/OKFUSKEE
 FJ0748  COUNTRY     -  US
 FJ0748  USGS QUAD   -  PRAGUE NE (2018)
 FJ0748
 FJ0748                         *CURRENT SURVEY CONTROL
 FJ0748  ______________________________________________________________________
 FJ0748* NAD 83(1986) POSITION- 35 29 21.     (N) 096 30 38.     (W)   SCALED
 FJ0748* NAVD 88 ORTHO HEIGHT -   281.931 (meters)      924.97  (feet) ADJUSTED
 FJ0748  ______________________________________________________________________
 FJ0748  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 FJ0748  DYNAMIC HEIGHT  -        281.665 (meters)      924.10  (feet) COMP
 FJ0748  MODELED GRAVITY -    979,684.1   (mgal)                       NAVD 88
 FJ0748
 FJ0748  VERT ORDER      -  FIRST     CLASS II
 FJ0748
 FJ0748.The horizontal coordinates were scaled from a map and have
 FJ0748.an estimated accuracy of +/- 6 seconds.
 FJ0748
 FJ0748.The orthometric height was determined by differential leveling and
 FJ0748.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0748.in June 1991.
 FJ0748
 FJ0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0748.GEOID18 height accuracy estimate available here.
 FJ0748
 FJ0748.Click photographs - Photos may exist for this station.
 FJ0748
 FJ0748.The dynamic height is computed by dividing the NAVD 88
 FJ0748.geopotential number by the normal gravity value computed on the
 FJ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0748.degrees latitude (g = 980.6199 gals.).
 FJ0748
 FJ0748.The modeled gravity was interpolated from observed gravity values.
 FJ0748
 FJ0748;                    North         East    Units  Estimated Accuracy
 FJ0748;SPC OK N     -    55,310.      735,150.      MT  (+/- 180 meters Scaled)
 FJ0748
 FJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE258301(NAD 83)
 FJ0748
 FJ0748                          SUPERSEDED SURVEY CONTROL
 FJ0748
 FJ0748.No superseded survey control is available for this station.
 FJ0748
 FJ0748_MARKER: DV = VERTICAL CONTROL DISK
 FJ0748_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0748_STAMPING: W 195 1984
 FJ0748_MARK LOGO: NGS
 FJ0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0748+STABILITY: POSITION/ELEVATION WELL
 FJ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0748+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0748
 FJ0748  HISTORY     - Date     Condition        Report By
 FJ0748  HISTORY     - 1984     MONUMENTED       NGS
 FJ0748  HISTORY     - 1988     GOOD             USPSQD
 FJ0748  HISTORY     - 1990     GOOD             USPSQD
 FJ0748  HISTORY     - 1990     GOOD             USPSQD
 FJ0748  HISTORY     - 20220629 GOOD             OKDOT
 FJ0748
 FJ0748                          STATION DESCRIPTION
 FJ0748
 FJ0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0748'5.92 KM (3.7 MI) EAST FROM PADEN.
 FJ0748'5.92 KM (3.7 MI) EAST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0748'PADEN, ALSO 2.57 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE
 FJ0748'T-JUNCTION OF PECAN STREET AT BOLEY, SET IN THE TOP OF THE NORTH EDGE
 FJ0748'OF AN 18- BY 4-FOOT SLOPED OUTCROP, 14.11 METERS (46.3 FT) NORTH OF
 FJ0748'THE CENTERLINE OF THE HIGHWAY, AND 8.53 METERS (28.0 FT) SOUTH OF THE
 FJ0748'CENTERLINE OF THE OLD HIGHWAY.
 FJ0748'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0748'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0748
 FJ0748                          STATION RECOVERY (1988)
 FJ0748
 FJ0748'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0748'RECOVERED IN GOOD CONDITION.
 FJ0748
 FJ0748                          STATION RECOVERY (1990)
 FJ0748
 FJ0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0748'RECOVERED IN GOOD CONDITION.
 FJ0748
 FJ0748                          STATION RECOVERY (1990)
 FJ0748
 FJ0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0748'RECOVERED IN GOOD CONDITION.
 FJ0748
 FJ0748                          STATION RECOVERY (2022)
 FJ0748
 FJ0748'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0748'MARK NEEDS TREES CLEARED FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0772 ***********************************************************************
 FJ0772  DESIGNATION -  W 196
 FJ0772  PID         -  FJ0772
 FJ0772  STATE/COUNTY-  OK/OKMULGEE
 FJ0772  COUNTRY     -  US
 FJ0772  USGS QUAD   -  PHAROAH (2018)
 FJ0772
 FJ0772                         *CURRENT SURVEY CONTROL
 FJ0772  ______________________________________________________________________
 FJ0772* NAD 83(1986) POSITION- 35 25 37.     (N) 096 04 56.     (W)   SCALED
 FJ0772* NAVD 88 ORTHO HEIGHT -   250.196 (meters)      820.85  (feet) ADJUSTED
 FJ0772  ______________________________________________________________________
 FJ0772  GEOID HEIGHT    -        -28.940 (meters)                     GEOID18
 FJ0772  DYNAMIC HEIGHT  -        249.958 (meters)      820.07  (feet) COMP
 FJ0772  MODELED GRAVITY -    979,677.2   (mgal)                       NAVD 88
 FJ0772
 FJ0772  VERT ORDER      -  FIRST     CLASS II
 FJ0772
 FJ0772.The horizontal coordinates were scaled from a map and have
 FJ0772.an estimated accuracy of +/- 6 seconds.
 FJ0772
 FJ0772.The orthometric height was determined by differential leveling and
 FJ0772.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0772.in June 1991.
 FJ0772
 FJ0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0772.GEOID18 height accuracy estimate available here.
 FJ0772
 FJ0772.Click photographs - Photos may exist for this station.
 FJ0772
 FJ0772.The dynamic height is computed by dividing the NAVD 88
 FJ0772.geopotential number by the normal gravity value computed on the
 FJ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0772.degrees latitude (g = 980.6199 gals.).
 FJ0772
 FJ0772.The modeled gravity was interpolated from observed gravity values.
 FJ0772
 FJ0772;                    North         East    Units  Estimated Accuracy
 FJ0772;SPC OK N     -    49,090.      774,150.      MT  (+/- 180 meters Scaled)
 FJ0772
 FJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE648243(NAD 83)
 FJ0772
 FJ0772                          SUPERSEDED SURVEY CONTROL
 FJ0772
 FJ0772.No superseded survey control is available for this station.
 FJ0772
 FJ0772_MARKER: I = METAL ROD
 FJ0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0772_STAMPING: W 196 1984
 FJ0772_MARK LOGO: NGS
 FJ0772_PROJECTION: FLUSH
 FJ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0772_ROD/PIPE-DEPTH: 4.3 meters
 FJ0772
 FJ0772  HISTORY     - Date     Condition        Report By
 FJ0772  HISTORY     - 1984     MONUMENTED       NGS
 FJ0772  HISTORY     - 1988     GOOD             USPSQD
 FJ0772  HISTORY     - 1990     GOOD             USPSQD
 FJ0772
 FJ0772                          STATION DESCRIPTION
 FJ0772
 FJ0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0772'10.48 KM (6.55 MI) WEST FROM HENRYETTA.
 FJ0772'10.48 KM (6.55 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0772'OF U.S. HIGHWAY 75 AT HENRYETTA, AT MILEPOST NUMBER 234, 0.48 KM
 FJ0772'(0.3 MI) EAST OF THE OKFUSKEE-OKMULGEE COUNTY LINE, 25.60 METERS
 FJ0772'(84.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES,
 FJ0772'35.35 METERS (116.0 FT) EAST-SOUTHEAST OF MILEPOST NUMBER 234, AND
 FJ0772'9.45 METERS (31.0 FT) SOUTH OF THE SOUTHWEST END OF A 3- BY 3-FOOT
 FJ0772'CONCRETE BOX CULVERT.
 FJ0772'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FJ0772
 FJ0772                          STATION RECOVERY (1988)
 FJ0772
 FJ0772'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0772'RECOVERED IN GOOD CONDITION.
 FJ0772
 FJ0772                          STATION RECOVERY (1990)
 FJ0772
 FJ0772'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0859 ***********************************************************************
 FH0859  DESIGNATION -  W 197
 FH0859  PID         -  FH0859
 FH0859  STATE/COUNTY-  OK/MCINTOSH
 FH0859  COUNTRY     -  US
 FH0859  USGS QUAD   -  PIERCE (2018)
 FH0859
 FH0859                         *CURRENT SURVEY CONTROL
 FH0859  ______________________________________________________________________
 FH0859* NAD 83(1986) POSITION- 35 27 14.77   (N) 095 39 47.03   (W)   HD_HELD1
 FH0859* NAVD 88 ORTHO HEIGHT -   198.287 (meters)      650.55  (feet) ADJUSTED
 FH0859  ______________________________________________________________________
 FH0859  GEOID HEIGHT    -        -29.669 (meters)                     GEOID18
 FH0859  DYNAMIC HEIGHT  -        198.101 (meters)      649.94  (feet) COMP
 FH0859  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 FH0859
 FH0859  VERT ORDER      -  FIRST     CLASS II
 FH0859
 FH0859.The horizontal coordinates were determined by differentially corrected
 FH0859.hand held GPS observations or other comparable positioning techniques
 FH0859.and have an estimated accuracy of +/- 3 meters.
 FH0859
 FH0859.The orthometric height was determined by differential leveling and
 FH0859.adjusted by the NATIONAL GEODETIC SURVEY
 FH0859.in June 1991.
 FH0859
 FH0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0859.GEOID18 height accuracy estimate available here.
 FH0859
 FH0859.Click photographs - Photos may exist for this station.
 FH0859
 FH0859.The dynamic height is computed by dividing the NAVD 88
 FH0859.geopotential number by the normal gravity value computed on the
 FH0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0859.degrees latitude (g = 980.6199 gals.).
 FH0859
 FH0859.The modeled gravity was interpolated from observed gravity values.
 FH0859
 FH0859;                    North         East    Units  Estimated Accuracy
 FH0859;SPC OK S     -   237,711.4     812,141.2     MT  (+/- 3 meters HH1 GPS) 
 FH0859
 FH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5831226662(NAD 83)
 FH0859
 FH0859                          SUPERSEDED SURVEY CONTROL
 FH0859
 FH0859.No superseded survey control is available for this station.
 FH0859
 FH0859_MARKER: DV = VERTICAL CONTROL DISK
 FH0859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0859_SP_SET: HEADWALL
 FH0859_STAMPING: W 197 1984
 FH0859_MARK LOGO: NGS
 FH0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0859
 FH0859  HISTORY     - Date     Condition        Report By
 FH0859  HISTORY     - 1984     MONUMENTED       NGS
 FH0859  HISTORY     - 1988     GOOD             USPSQD
 FH0859  HISTORY     - 1989     GOOD             USPSQD
 FH0859  HISTORY     - 1990     GOOD             USPSQD
 FH0859
 FH0859                          STATION DESCRIPTION
 FH0859
 FH0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0859'12.7 KM (7.9 MI) WEST FROM CHECOTAH.
 FH0859'12.7 KM (7.9 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0859'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET IN THE
 FH0859'SOUTH END OF THE EAST HEADWALL OF A 4.9 METERS (16.0 FT) BOX CULVERT,
 FH0859'AT A DIRT ROAD UNDERPASS, ABOUT 0.3 KM (0.2 MI) EAST OF MILEPOST
 FH0859'NUMBER 258, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 FH0859'HIGHWAY EASTBOUND LANES, 0.5 METER (1.5 FT) SOUTH OF THE GUARDRAIL,
 FH0859'AND 9.8 METERS (32.0 FT) NORTH OF THE SOUTH EDGE OF THE SOUTHEAST
 FH0859'WINGWALL.
 FH0859'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FH0859
 FH0859                          STATION RECOVERY (1988)
 FH0859
 FH0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0859'RECOVERED IN GOOD CONDITION.
 FH0859
 FH0859                          STATION RECOVERY (1989)
 FH0859
 FH0859'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0859'RECOVERED IN GOOD CONDITION.
 FH0859
 FH0859                          STATION RECOVERY (1990)
 FH0859
 FH0859'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0859'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0904 ***********************************************************************
 FH0904  DESIGNATION -  W 199
 FH0904  PID         -  FH0904
 FH0904  STATE/COUNTY-  OK/SEQUOYAH
 FH0904  COUNTRY     -  US
 FH0904  USGS QUAD   -  SALLISAW (2019)
 FH0904
 FH0904                         *CURRENT SURVEY CONTROL
 FH0904  ______________________________________________________________________
 FH0904* NAD 83(1986) POSITION- 35 27 13.25   (N) 094 50 26.28   (W)   HD_HELD1
 FH0904* NAVD 88 ORTHO HEIGHT -   157.206 (meters)      515.77  (feet) ADJUSTED
 FH0904  ______________________________________________________________________
 FH0904  GEOID HEIGHT    -        -30.005 (meters)                     GEOID18
 FH0904  DYNAMIC HEIGHT  -        157.059 (meters)      515.28  (feet) COMP
 FH0904  MODELED GRAVITY -    979,698.3   (mgal)                       NAVD 88
 FH0904
 FH0904  VERT ORDER      -  FIRST     CLASS II
 FH0904
 FH0904.The horizontal coordinates were determined by differentially corrected
 FH0904.hand held GPS observations or other comparable positioning techniques
 FH0904.and have an estimated accuracy of +/- 3 meters.
 FH0904
 FH0904.The orthometric height was determined by differential leveling and
 FH0904.adjusted by the NATIONAL GEODETIC SURVEY
 FH0904.in June 1991.
 FH0904
 FH0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0904.GEOID18 height accuracy estimate available here.
 FH0904
 FH0904.Click photographs - Photos may exist for this station.
 FH0904
 FH0904.The dynamic height is computed by dividing the NAVD 88
 FH0904.geopotential number by the normal gravity value computed on the
 FH0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0904.degrees latitude (g = 980.6199 gals.).
 FH0904
 FH0904.The modeled gravity was interpolated from observed gravity values.
 FH0904
 FH0904;                    North         East    Units  Estimated Accuracy
 FH0904;SPC OK N     -    55,003.9     886,767.7     MT  (+/- 3 meters HH1 GPS) 
 FH0904
 FH0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3296124913(NAD 83)
 FH0904
 FH0904                          SUPERSEDED SURVEY CONTROL
 FH0904
 FH0904.No superseded survey control is available for this station.
 FH0904
 FH0904_MARKER: F = FLANGE-ENCASED ROD
 FH0904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0904_STAMPING: W 199 1984
 FH0904_MARK LOGO: NGS
 FH0904_PROJECTION: FLUSH
 FH0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0904+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2022
 FH0904_ROD/PIPE-DEPTH: 3.13 meters
 FH0904
 FH0904  HISTORY     - Date     Condition        Report By
 FH0904  HISTORY     - 1984     MONUMENTED       NGS
 FH0904  HISTORY     - 1988     GOOD             USPSQD
 FH0904  HISTORY     - 1989     GOOD             USPSQD
 FH0904  HISTORY     - 1990     GOOD             USPSQD
 FH0904  HISTORY     - 20020815 GOOD             OKDOT
 FH0904  HISTORY     - 20220331 GOOD             OKDOT
 FH0904
 FH0904                          STATION DESCRIPTION
 FH0904
 FH0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0904'3.3 KM (2.05 MI) WEST FROM SALLISAW.
 FH0904'3.3 KM (2.05 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0904'U.S. HIGHWAY 59 (ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF SALLISAW), AT A
 FH0904'POWERLINE CROSSING THE HIGHWAY, SET NEAR THE SOUTH RIGHT-OF-WAY FENCE
 FH0904'SOUTH OF THE EASTBOUND LANES, ABOUT 0.6 KM (0.4 MI) SOUTH OF THE EAST
 FH0904'END OF THE BLUE RIBBON DOWNS RACE TRACK, 36.05 METERS (118.3 FT) SOUTH
 FH0904'OF THE CENTERLINE OF THE EASTBOUND LANES, 38.40 METERS (126.0 FT) WEST
 FH0904'OF THE WEST ONE OF THREE WOOD FENCE LINE BRACE POSTS, 6.40 METERS
 FH0904'(21.0 FT) EAST OF AN EXTENDED CENTER OF A GRAVEL ROAD LEADING SOUTH,
 FH0904'3.26 METERS (10.7 FT) EAST-NORTHEAST OF THE LARGER ONE OF TWO
 FH0904'POWERLINE POLES, AND 0.42 METERS (1.4 FT) NORTH OF THE SOUTH
 FH0904'RIGHT-OF-WAY FENCE ALONG INTERSTATE 40.
 FH0904'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FH0904'THE MARK IS 0.46 M ABOVE EASTBOUND LANES.
 FH0904
 FH0904                          STATION RECOVERY (1988)
 FH0904
 FH0904'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0904'RECOVERED IN GOOD CONDITION.
 FH0904
 FH0904                          STATION RECOVERY (1989)
 FH0904
 FH0904'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0904'RECOVERED IN GOOD CONDITION.
 FH0904
 FH0904                          STATION RECOVERY (1990)
 FH0904
 FH0904'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0904'RECOVERED IN GOOD CONDITION.
 FH0904
 FH0904                          STATION RECOVERY (2002)
 FH0904
 FH0904'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0904'RECOVERED IN GOOD CONDITION.
 FH0904
 FH0904                          STATION RECOVERY (2022)
 FH0904
 FH0904'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (SH)
 FH0904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0194 ***********************************************************************
 FK0194  DESIGNATION -  W 2
 FK0194  PID         -  FK0194
 FK0194  STATE/COUNTY-  OK/CUSTER
 FK0194  COUNTRY     -  US
 FK0194  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0194
 FK0194                         *CURRENT SURVEY CONTROL
 FK0194  ______________________________________________________________________
 FK0194* NAD 83(1993) POSITION- 35 32 41.75434(N) 098 50 05.72256(W)   ADJUSTED
 FK0194* NAD 83(1993) ELLIP HT-   484.274 (meters)        (11/28/94)   ADJUSTED
 FK0194* NAVD 88 ORTHO HEIGHT -   511.664 (meters)     1678.68  (feet) ADJUSTED
 FK0194  ______________________________________________________________________
 FK0194  GEOID HEIGHT    -        -27.099 (meters)                     GEOID18
 FK0194  NAD 83(1993) X  -   -798,030.026 (meters)                     COMP
 FK0194  NAD 83(1993) Y  - -5,134,259.019 (meters)                     COMP
 FK0194  NAD 83(1993) Z  -  3,687,506.889 (meters)                     COMP
 FK0194  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 FK0194  DYNAMIC HEIGHT  -        511.155 (meters)     1677.01  (feet) COMP
 FK0194  MODELED GRAVITY -    979,622.0   (mgal)                       NAVD 88
 FK0194
 FK0194  HORZ ORDER      -  SECOND
 FK0194  VERT ORDER      -  FIRST     CLASS II
 FK0194  ELLP ORDER      -  FIFTH     CLASS I
 FK0194
 FK0194.The horizontal coordinates were established by GPS observations
 FK0194.and adjusted by the National Geodetic Survey in November 1994.
 FK0194
 FK0194.The orthometric height was determined by differential leveling and
 FK0194.adjusted by the NATIONAL GEODETIC SURVEY
 FK0194.in June 1991.
 FK0194
 FK0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0194.GEOID18 height accuracy estimate available here.
 FK0194
 FK0194.Click photographs - Photos may exist for this station.
 FK0194
 FK0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FK0194
 FK0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0194
 FK0194.The ellipsoidal height was determined by GPS observations
 FK0194.and is referenced to NAD 83.
 FK0194
 FK0194.The dynamic height is computed by dividing the NAVD 88
 FK0194.geopotential number by the normal gravity value computed on the
 FK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0194.degrees latitude (g = 980.6199 gals.).
 FK0194
 FK0194.The modeled gravity was interpolated from observed gravity values.
 FK0194
 FK0194. The following values were computed from the NAD 83(1993) position.
 FK0194
 FK0194;                    North         East     Units Scale Factor Converg.
 FK0194;SPC OK N     -    60,787.548   524,290.788   MT  1.00000402   -0 29 33.8
 FK0194;SPC OK N     -   199,433.81  1,720,110.69   sFT  1.00000402   -0 29 33.8
 FK0194;UTM  14      - 3,933,489.180   514,963.016   MT  0.99960276   +0 05 45.5
 FK0194
 FK0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0194!SPC OK N     -   0.99992400  x   1.00000402  =   0.99992802
 FK0194!UTM  14      -   0.99992400  x   0.99960276  =   0.99952679
 FK0194
 FK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1496333489(NAD 83)
 FK0194
 FK0194                          SUPERSEDED SURVEY CONTROL
 FK0194
 FK0194  NAD 83(1986)-  35 32 41.75985(N)    098 50 05.71031(W) AD(       ) 2
 FK0194  NGVD 29 (??/??/92)  511.458  (m)         1678.01   (f) ADJ UNCH    1 2
 FK0194  NGVD 29 (11/30/89)  511.     (m)  RAPSU86  model used  GPS OBS        
 FK0194
 FK0194.Superseded values are not recommended for survey control.
 FK0194
 FK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0194.See file dsdata.pdf to determine how the superseded data were derived.
 FK0194
 FK0194_MARKER: DB = BENCH MARK DISK
 FK0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0194_STAMPING: 1678.008
 FK0194_MARK LOGO: CGS
 FK0194_PROJECTION: PROJECTING 4 CENTIMETERS
 FK0194_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0194+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 FK0194
 FK0194  HISTORY     - Date     Condition        Report By
 FK0194  HISTORY     - 1909     MONUMENTED       CGS
 FK0194  HISTORY     - 1953     GOOD             CGS
 FK0194  HISTORY     - 19890301 GOOD             NGS
 FK0194
 FK0194                          STATION DESCRIPTION
 FK0194
 FK0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0194'8.1 MI W FROM WEATHERFORD.
 FK0194'8.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0194'RAILROAD FROM THE STATION AT WEATHERFORD, 2 3/4 POLES SOUTHWEST
 FK0194'OF MILEPOST 571, 60 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 FK0194'ROAD CROSSING, 42 FEET SOUTH OF THE SOUTH RAIL, 30 FEET WEST
 FK0194'OF THE CENTER LINE OF A GRAVELED ROAD, 6 FEET NORTH OF A FENCE
 FK0194'CORNER, 9 FEET SOUTHWEST OF A CROSSING SIGN, 1.2 FEET SOUTH
 FK0194'OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 FK0194'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FK0194
 FK0194                          STATION RECOVERY (1989)
 FK0194
 FK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 FK0194'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 FK0194'FOLLOWS.
 FK0194'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) NORTHEAST OF CLINTON,
 FK0194'11.3 KM (7.00 MI) WEST-NORTHWEST OF WEATHERFORD, AND 2.6 KM (1.60 MI)
 FK0194'NORTH OF INTERSTATE HIGHWAY 40.  OWNERSHIP--CUSTER COUNTY.
 FK0194'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FK0194'U.S. HIGHWAY 183 IN SOUTH CLINTON, GO EASTERLY ON HIGHWAY 40 FOR 9.0
 FK0194'KM (5.60 MI) TO EXIT 71.  TAKE EXIT 71 AND GO NORTH ON CUSTER CITY
 FK0194'ROAD FOR 0.9 KM (0.55 MI) TO A GRAVELED ROAD ON THE RIGHT. TURN RIGHT
 FK0194'AND GO EAST ON THE GRAVELED ROAD FOR 3.2 KM (2.00 MI) TO A DIRT ROAD
 FK0194'T-JUNCTION.  TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 2.4 KM
 FK0194'(1.50 MI) TO THE STATION ON THE LEFT, JUST BEFORE CROSSING THE
 FK0194'FARMRAIL RAILROAD.
 FK0194'THE STATION IS A STANDARD USGS DISK SET ON THE TOP OF A 9 CM PIPE THAT
 FK0194'PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 13.7 M (44.9 FT) SOUTH OF THE
 FK0194'NEAR RAIL, 9.2 M (30.2 FT) WEST OF THE CENTER OF THE ROAD, 3.0 M
 FK0194'(9.8 FT) SOUTHWEST OF A RAILROAD CROSSING SIGNPOST, 2.0 M (6.6 FT)
 FK0194'NORTHWEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) EAST OF A METAL
 FK0194'WITNESS POST.
 FK0194'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1329 ***********************************************************************
 GL1329  DESIGNATION -  W 202
 GL1329  PID         -  GL1329
 GL1329  STATE/COUNTY-  OK/CIMARRON
 GL1329  COUNTRY     -  US
 GL1329  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1329
 GL1329                         *CURRENT SURVEY CONTROL
 GL1329  ______________________________________________________________________
 GL1329* NAD 83(1986) POSITION- 36 55 05.0    (N) 102 31 11.8    (W)   HD_HELD2
 GL1329* NAVD 88 ORTHO HEIGHT -  1180.380 (meters)     3872.63  (feet) ADJUSTED
 GL1329  ______________________________________________________________________
 GL1329  GEOID HEIGHT    -        -23.720 (meters)                     GEOID18
 GL1329  DYNAMIC HEIGHT  -       1179.114 (meters)     3868.48  (feet) COMP
 GL1329  MODELED GRAVITY -    979,518.6   (mgal)                       NAVD 88
 GL1329
 GL1329  VERT ORDER      -  FIRST     CLASS II
 GL1329
 GL1329.The horizontal coordinates were established by autonomous hand held GPS
 GL1329.observations and have an estimated accuracy of +/- 10 meters.
 GL1329
 GL1329.The orthometric height was determined by differential leveling and
 GL1329.adjusted by the NATIONAL GEODETIC SURVEY
 GL1329.in June 1991.
 GL1329
 GL1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1329.GEOID18 height accuracy estimate available here.
 GL1329
 GL1329.Click photographs - Photos may exist for this station.
 GL1329
 GL1329.The dynamic height is computed by dividing the NAVD 88
 GL1329.geopotential number by the normal gravity value computed on the
 GL1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1329.degrees latitude (g = 980.6199 gals.).
 GL1329
 GL1329.The modeled gravity was interpolated from observed gravity values.
 GL1329
 GL1329;                    North         East    Units  Estimated Accuracy
 GL1329;SPC OK N     -   222,198.      197,374.      MT  (+/- 10 meters HH2 GPS)
 GL1329
 GL1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2092188655(NAD 83)
 GL1329
 GL1329                          SUPERSEDED SURVEY CONTROL
 GL1329
 GL1329.No superseded survey control is available for this station.
 GL1329
 GL1329_MARKER: DV = VERTICAL CONTROL DISK
 GL1329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GL1329_SP_SET: BRIDGE ABUTMENT
 GL1329_STAMPING: W 202 1985
 GL1329_MARK LOGO: NGS
 GL1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1329
 GL1329  HISTORY     - Date     Condition        Report By
 GL1329  HISTORY     - 1985     MONUMENTED       NGS
 GL1329  HISTORY     - 20040706 GOOD             OKDOT
 GL1329
 GL1329                          STATION DESCRIPTION
 GL1329
 GL1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1329'21.0 KM (13.05 MI) NORT FROM BOISE CITY.
 GL1329'21.0 KM (13.05 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1329'COURTHOUSE IN BOISE CITY, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE
 GL1329'WEST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 GL1329'CIMARRON RIVER, AND 4.1 M (13.5 FT) WEST OF THE CENTERLINE OF THE
 GL1329'HIGHWAY.
 GL1329'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 GL1329
 GL1329                          STATION RECOVERY (2004)
 GL1329
 GL1329'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL1329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1132 ***********************************************************************
 DM1132  DESIGNATION -  W 203
 DM1132  PID         -  DM1132
 DM1132  STATE/COUNTY-  OK/MCCURTAIN
 DM1132  COUNTRY     -  US
 DM1132  USGS QUAD   -  IDABEL (2019)
 DM1132
 DM1132                         *CURRENT SURVEY CONTROL
 DM1132  ______________________________________________________________________
 DM1132* NAD 83(1986) POSITION- 33 55 47.     (N) 094 51 39.     (W)   SCALED
 DM1132* NAVD 88 ORTHO HEIGHT -   149.920 (meters)      491.86  (feet) ADJUSTED
 DM1132  ______________________________________________________________________
 DM1132  GEOID HEIGHT    -        -27.797 (meters)                     GEOID18
 DM1132  DYNAMIC HEIGHT  -        149.769 (meters)      491.37  (feet) COMP
 DM1132  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 DM1132
 DM1132  VERT ORDER      -  FIRST     CLASS II
 DM1132
 DM1132.The horizontal coordinates were scaled from a map and have
 DM1132.an estimated accuracy of +/- 6 seconds.
 DM1132
 DM1132.The orthometric height was determined by differential leveling and
 DM1132.adjusted by the NATIONAL GEODETIC SURVEY
 DM1132.in June 1991.
 DM1132
 DM1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1132.GEOID18 height accuracy estimate available here.
 DM1132
 DM1132.Click photographs - Photos may exist for this station.
 DM1132
 DM1132.The dynamic height is computed by dividing the NAVD 88
 DM1132.geopotential number by the normal gravity value computed on the
 DM1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1132.degrees latitude (g = 980.6199 gals.).
 DM1132
 DM1132.The modeled gravity was interpolated from observed gravity values.
 DM1132
 DM1132;                    North         East    Units  Estimated Accuracy
 DM1132;SPC OK S     -    70,670.      890,200.      MT  (+/- 180 meters Scaled)
 DM1132
 DM1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT280559(NAD 83)
 DM1132
 DM1132                          SUPERSEDED SURVEY CONTROL
 DM1132
 DM1132.No superseded survey control is available for this station.
 DM1132
 DM1132_MARKER: I = METAL ROD
 DM1132_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1132+WITH SETTING: INFORMATION.
 DM1132_STAMPING: W 203 1986
 DM1132_MARK LOGO: NGS
 DM1132_PROJECTION: FLUSH
 DM1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1132_ROD/PIPE-DEPTH: 1.9 meters
 DM1132
 DM1132  HISTORY     - Date     Condition        Report By
 DM1132  HISTORY     - 1986     MONUMENTED       NGS
 DM1132
 DM1132                          STATION DESCRIPTION
 DM1132
 DM1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1132'5.4 KM (3.35 MI) WEST FROM IDABEL.
 DM1132'5.4 KM (3.35 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1132'U.S. HIGHWAY 259 IN IDABEL, 26.8 M (87.9 FT) NORTHEAST OF THE
 DM1132'CENTERLINE OF THE HIGHWAY, 19.5 M (64.0 FT) NORTHWEST OF UTILITY
 DM1132'PEDESTAL NUMBER 700 1863, 10.7 M ( 35.1 FT) EAST OF THE CENTER OF A
 DM1132'GRAVELED ROAD LEADING NORTH, AND 6.5 M (21.3 FT) SOUTHEAST OF A FENCE
 DM1132'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1132'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 DM1132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0830 ***********************************************************************
 FJ0830  DESIGNATION -  W 204
 FJ0830  PID         -  FJ0830
 FJ0830  STATE/COUNTY-  OK/KINGFISHER
 FJ0830  COUNTRY     -  US
 FJ0830  USGS QUAD   -  DOVER (2018)
 FJ0830
 FJ0830                         *CURRENT SURVEY CONTROL
 FJ0830  ______________________________________________________________________
 FJ0830* NAD 83(1986) POSITION- 35 57 29.     (N) 097 54 49.     (W)   SCALED
 FJ0830* NAVD 88 ORTHO HEIGHT -   312.236 (meters)     1024.39  (feet) ADJUSTED
 FJ0830  ______________________________________________________________________
 FJ0830  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 FJ0830  DYNAMIC HEIGHT  -        311.955 (meters)     1023.47  (feet) COMP
 FJ0830  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 FJ0830
 FJ0830  VERT ORDER      -  FIRST     CLASS II
 FJ0830
 FJ0830.The horizontal coordinates were scaled from a map and have
 FJ0830.an estimated accuracy of +/- 6 seconds.
 FJ0830
 FJ0830.The orthometric height was determined by differential leveling and
 FJ0830.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0830.in June 1991.
 FJ0830
 FJ0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0830.GEOID18 height accuracy estimate available here.
 FJ0830
 FJ0830.Click photographs - Photos may exist for this station.
 FJ0830
 FJ0830.The dynamic height is computed by dividing the NAVD 88
 FJ0830.geopotential number by the normal gravity value computed on the
 FJ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0830.degrees latitude (g = 980.6199 gals.).
 FJ0830
 FJ0830.The modeled gravity was interpolated from observed gravity values.
 FJ0830
 FJ0830;                    North         East    Units  Estimated Accuracy
 FJ0830;SPC OK N     -   106,300.      607,790.      MT  (+/- 180 meters Scaled)
 FJ0830
 FJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE979798(NAD 83)
 FJ0830
 FJ0830                          SUPERSEDED SURVEY CONTROL
 FJ0830
 FJ0830  NGVD 29 (04/22/92)  312.074  (m)         1023.86   (f) ADJUSTED    1 2
 FJ0830
 FJ0830.Superseded values are not recommended for survey control.
 FJ0830
 FJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0830.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0830
 FJ0830_MARKER: I = METAL ROD
 FJ0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0830_STAMPING: W 204 1985
 FJ0830_MARK LOGO: NGS
 FJ0830_PROJECTION: FLUSH
 FJ0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0830_ROD/PIPE-DEPTH: 11.0 meters
 FJ0830
 FJ0830  HISTORY     - Date     Condition        Report By
 FJ0830  HISTORY     - 1985     MONUMENTED       NGS
 FJ0830
 FJ0830                          STATION DESCRIPTION
 FJ0830
 FJ0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0830'2.7 KM (1.7 MI) SOUTH FROM DOVER.
 FJ0830'2.65 KM (1.65 MI) SOUTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0830'DOVER, IN THE CENTER OF A DOUBLE WOOD POST BRACE AT THE SOUTH END OF A
 FJ0830'METAL GATE IN THE RIGHT OF WAY FENCE, 0.46 KM (0.29 MI) NORTH OF THE
 FJ0830'NORTH END OF THE BRIDGE OVER THE CIMARRON RIVER, 17.5 METERS (57.5 FT)
 FJ0830'EAST OF THE NORTH BOUND LANES, 18.7 METERS (61.5 FT) SOUTH-SOUTHEAST
 FJ0830'OF THE CENTER OF A TRIPLE WOOD POST BRACE FOR AN ANGLED OFFSET IN THE
 FJ0830'RIGHT OF WAY FENCE, 1.2 METERS (4 FT) SOUTH OF THE SOUTH END OF THE
 FJ0830'GATE AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 FJ0830'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0830'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FJ0830'THE MARK IS 1.5 M BELOW THE NORTH BOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0579 ***********************************************************************
 GH0579  DESIGNATION -  W 205
 GH0579  PID         -  GH0579
 GH0579  STATE/COUNTY-  OK/GRANT
 GH0579  COUNTRY     -  US
 GH0579  USGS QUAD   -  POND CREEK (2018)
 GH0579
 GH0579                         *CURRENT SURVEY CONTROL
 GH0579  ______________________________________________________________________
 GH0579* NAD 83(1997) POSITION- 36 40 50.05888(N) 097 48 13.37293(W)   ADJUSTED
 GH0579* NAD 83(1997) ELLIP HT-   291.358 (meters)        (10/02/98)   ADJUSTED
 GH0579* NAVD 88 ORTHO HEIGHT -   319.417 (meters)     1047.95  (feet) ADJUSTED
 GH0579  ______________________________________________________________________
 GH0579  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 GH0579  NAD 83(1997) X  -   -695,393.717 (meters)                     COMP
 GH0579  NAD 83(1997) Y  - -5,074,051.312 (meters)                     COMP
 GH0579  NAD 83(1997) Z  -  3,789,197.516 (meters)                     COMP
 GH0579  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 GH0579  DYNAMIC HEIGHT  -        319.148 (meters)     1047.07  (feet) COMP
 GH0579  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 GH0579
 GH0579  HORZ ORDER      -  SECOND
 GH0579  VERT ORDER      -  FIRST     CLASS II
 GH0579  ELLP ORDER      -  FOURTH    CLASS I
 GH0579
 GH0579.The horizontal coordinates were established by GPS observations
 GH0579.and adjusted by the National Geodetic Survey in October 1998.
 GH0579
 GH0579.The orthometric height was determined by differential leveling and
 GH0579.adjusted by the NATIONAL GEODETIC SURVEY
 GH0579.in June 1991.
 GH0579
 GH0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0579.GEOID18 height accuracy estimate available here.
 GH0579
 GH0579.Click photographs - Photos may exist for this station.
 GH0579
 GH0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0579
 GH0579.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0579
 GH0579.The ellipsoidal height was determined by GPS observations
 GH0579.and is referenced to NAD 83.
 GH0579
 GH0579.The dynamic height is computed by dividing the NAVD 88
 GH0579.geopotential number by the normal gravity value computed on the
 GH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0579.degrees latitude (g = 980.6199 gals.).
 GH0579
 GH0579.The modeled gravity was interpolated from observed gravity values.
 GH0579
 GH0579. The following values were computed from the NAD 83(1997) position.
 GH0579
 GH0579;                    North         East     Units Scale Factor Converg.
 GH0579;SPC OK N     -   186,486.857   617,544.229   MT  0.99998542   +0 06 57.0
 GH0579;SPC OK N     -   611,832.30  2,026,059.69   sFT  0.99998542   +0 06 57.0
 GH0579;UTM  14      - 4,060,104.740   606,886.601   MT  0.99974075   +0 42 52.8
 GH0579
 GH0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0579!SPC OK N     -   0.99995428  x   0.99998542  =   0.99993970
 GH0579!UTM  14      -   0.99995428  x   0.99974075  =   0.99969504
 GH0579
 GH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0688660104(NAD 83)
 GH0579
 GH0579                          SUPERSEDED SURVEY CONTROL
 GH0579
 GH0579  NAD 83(1993)-  36 40 50.05897(N)    097 48 13.37294(W) AD(       ) 2
 GH0579  ELLIP H (11/28/94)  291.366  (m)                       GP(       ) 5 1
 GH0579  NAD 83(1986)-  36 40 50.06307(N)    097 48 13.36297(W) AD(       ) 2
 GH0579  NGVD 29 (04/22/92)  319.268  (m)         1047.47   (f) ADJUSTED    1 2
 GH0579  NGVD 29             319.24   (m)         1047.4    (f) LEVELING    3  
 GH0579
 GH0579.Superseded values are not recommended for survey control.
 GH0579
 GH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0579.See file dsdata.pdf to determine how the superseded data were derived.
 GH0579
 GH0579_MARKER: I = METAL ROD
 GH0579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0579_STAMPING: W 205 1985
 GH0579_MARK LOGO: NGS
 GH0579_PROJECTION: FLUSH
 GH0579_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GH0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0579+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 GH0579_ROD/PIPE-DEPTH: 6.1 meters
 GH0579
 GH0579  HISTORY     - Date     Condition        Report By
 GH0579  HISTORY     - 1985     MONUMENTED       NGS
 GH0579  HISTORY     - 19890301 GOOD             NGS
 GH0579  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0579
 GH0579                          STATION DESCRIPTION
 GH0579
 GH0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0579'1.8 KM (1.1 MI) NORTH FROM PONDCREEK.
 GH0579'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GH0579'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN POND
 GH0579'CREEK, THENCE 1.37 KM (0.85 MI) NORTH ALONG US HIGHWAY 81, AT A DIRT
 GH0579'CROSS ROAD, 30.1 METERS (98.9 FT) EAST OF THE HIGHWAY CENTERLINE, 21.6
 GH0579'METERS (71 FT) NORTH OF THE CENTER OF THE ROAD, 12.3 METERS (40.3 FT)
 GH0579'NORTH OF A FENCE CORNER, 0.8 METER (2.5 FT) NORTH OF A POWER POLE AND
 GH0579'0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GH0579'THROUGH A 5-INCH LOGO CAP.
 GH0579'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0579
 GH0579                          STATION RECOVERY (1989)
 GH0579
 GH0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0579'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GH0579'FOLLOWS.
 GH0579'THE STATION IS LOCATED ABOUT 22.2 KM (13.80 MI) WEST OF LAMONT, 15.1
 GH0579'KM (9.40 MI) SOUTHWEST OF MEDFORD, AND 1.3 KM (0.80 MI) NORTH OF POND
 GH0579'CREEK.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GH0579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 81 IN
 GH0579'POND CREEK, GO NORTH ON HIGHWAY 81 FOR 1.3 KM (0.80 MI) TO A GRAVELED
 GH0579'ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 GH0579'THE STATION IS A STANDARD NGS ROD WITH LOGO CAP SET IN A 12.7 CM PVC
 GH0579'PIPE CEMENTED IN THE GROUND, AND FLUSH WITH THE GROUND. LOCATED 30.1 M
 GH0579'(98.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 21.6 M (70.9 FT)
 GH0579'NORTH OF THE CENTER OF THE ROAD, 12.3 M (40.4 FT) NORTH OF A FENCE
 GH0579'CORNER, 0.8 M (2.6 FT) NORTH OF A UTILITY POLE, 0.3 M (1.0 FT) WEST OF
 GH0579'A FENCE, AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 GH0579'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GH0579
 GH0579                          STATION RECOVERY (2022)
 GH0579
 GH0579'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0419 ***********************************************************************
 GJ0419  DESIGNATION -  W 206
 GJ0419  PID         -  GJ0419
 GJ0419  STATE/COUNTY-  OK/GRANT
 GJ0419  COUNTRY     -  US
 GJ0419  USGS QUAD   -  MANCHESTER (2018)
 GJ0419
 GJ0419                         *CURRENT SURVEY CONTROL
 GJ0419  ______________________________________________________________________
 GJ0419* NAD 83(1986) POSITION- 36 53 01.71   (N) 098 01 09.28   (W)   HD_HELD1
 GJ0419* NAVD 88 ORTHO HEIGHT -   353.311 (meters)     1159.15  (feet) ADJUSTED
 GJ0419  ______________________________________________________________________
 GJ0419  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 GJ0419  DYNAMIC HEIGHT  -        353.017 (meters)     1158.19  (feet) COMP
 GJ0419  MODELED GRAVITY -    979,790.0   (mgal)                       NAVD 88
 GJ0419
 GJ0419  VERT ORDER      -  FIRST     CLASS II
 GJ0419
 GJ0419.The horizontal coordinates were determined by differentially corrected
 GJ0419.hand held GPS observations or other comparable positioning techniques
 GJ0419.and have an estimated accuracy of +/- 3 meters.
 GJ0419
 GJ0419.The orthometric height was determined by differential leveling and
 GJ0419.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0419.in June 1991.
 GJ0419
 GJ0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0419.GEOID18 height accuracy estimate available here.
 GJ0419
 GJ0419.Click photographs - Photos may exist for this station.
 GJ0419
 GJ0419.The dynamic height is computed by dividing the NAVD 88
 GJ0419.geopotential number by the normal gravity value computed on the
 GJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0419.degrees latitude (g = 980.6199 gals.).
 GJ0419
 GJ0419.The modeled gravity was interpolated from observed gravity values.
 GJ0419
 GJ0419;                    North         East    Units  Estimated Accuracy
 GJ0419;SPC OK N     -   209,023.2     598,284.4     MT  (+/- 3 meters HH1 GPS) 
 GJ0419
 GJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8739782431(NAD 83)
 GJ0419
 GJ0419                          SUPERSEDED SURVEY CONTROL
 GJ0419
 GJ0419.No superseded survey control is available for this station.
 GJ0419
 GJ0419_MARKER: I = METAL ROD
 GJ0419_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GJ0419+WITH SETTING: INFORMATION.
 GJ0419_STAMPING: W 206 1985
 GJ0419_MARK LOGO: NGS
 GJ0419_PROJECTION: FLUSH
 GJ0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0419+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2016
 GJ0419_ROD/PIPE-DEPTH: 2.4 meters
 GJ0419
 GJ0419  HISTORY     - Date     Condition        Report By
 GJ0419  HISTORY     - 1985     MONUMENTED       NGS
 GJ0419  HISTORY     - 20080310 GOOD             AIRDAT
 GJ0419  HISTORY     - 20161204 GOOD             OKDOT
 GJ0419
 GJ0419                          STATION DESCRIPTION
 GJ0419
 GJ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0419'8.7 KM (5.4 MI) WEST FROM WAKITA.
 GJ0419'8.73 KM (5.43 MI) WEST ALONG A PAVED ROAD (MAIN STREET) FROM THE POST
 GJ0419'OFFICE IN WAKITA, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL
 GJ0419'SECTION LINE ROAD, 1.64 KM (1.02 MI) EAST OF THE JUNCTION OF STATE
 GJ0419'HIGHWAY 132, 13.3 METERS (43.5 FT) SOUTH OF THE CENTER OF THE ROAD,
 GJ0419'24.4 METERS (80 FT) EAST OF THE CENTER OF THE SECTION LINE ROAD,
 GJ0419'20.7 METERS (68 FT) WEST-SOUTHWEST OF A ROAD WEIGHT LIMIT SIGN, 1.8
 GJ0419'METERS (6 FT) EAST OF A TELEPHONE CABLE ACCESS BOX D 15 AND 0.3 METER
 GJ0419'(1 FT) NORTH OF AN OLD EAST-WEST FENCE.  ROD SET TO ANCHORED REFUSAL.
 GJ0419'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GJ0419'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GJ0419'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 GJ0419
 GJ0419                          STATION RECOVERY (2008)
 GJ0419
 GJ0419'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GJ0419'RECOVERED IN GOOD CONDITION.
 GJ0419
 GJ0419                          STATION RECOVERY (2016)
 GJ0419
 GJ0419'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GJ0419'A NEW POWER POLE HAS BEEN SET WITHIN THREE FEET TO THE WEST OF THE
 GJ0419'MARKER. THE LOGO CAP AND RING HAVE BEEN DISTURBED AND WILL NO LONGER
 GJ0419'SHUT BUT THE ROD ITSELF APPEARS TO BE IN GOOD CONDITION. THE DIRT FROM
 GJ0419'THE POWER INSTALLATION HAS BURIED THE MARKER A FOOT OR MORE. AN ODOT
 GJ0419'WITNESS SIGN IS APPROX. ONE FOOT NORTH OF THE BM AND A NOAA MARKER IS
 GJ0419'ABOUT ONE FOOT WEST OF THE BM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0776 ***********************************************************************
 EK0776  DESIGNATION -  W 208
 EK0776  PID         -  EK0776
 EK0776  STATE/COUNTY-  OK/CHOCTAW
 EK0776  COUNTRY     -  US
 EK0776  USGS QUAD   -  FORT TOWSON (2019)
 EK0776
 EK0776                         *CURRENT SURVEY CONTROL
 EK0776  ______________________________________________________________________
 EK0776* NAD 83(1986) POSITION- 34 01 41.     (N) 095 18 23.     (W)   SCALED
 EK0776* NAVD 88 ORTHO HEIGHT -   150.862 (meters)      494.95  (feet) ADJUSTED
 EK0776  ______________________________________________________________________
 EK0776  GEOID HEIGHT    -        -29.133 (meters)                     GEOID18
 EK0776  DYNAMIC HEIGHT  -        150.701 (meters)      494.42  (feet) COMP
 EK0776  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 EK0776
 EK0776  VERT ORDER      -  FIRST     CLASS II
 EK0776
 EK0776.The horizontal coordinates were scaled from a map and have
 EK0776.an estimated accuracy of +/- 6 seconds.
 EK0776
 EK0776.The orthometric height was determined by differential leveling and
 EK0776.adjusted by the NATIONAL GEODETIC SURVEY
 EK0776.in June 1991.
 EK0776
 EK0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0776.GEOID18 height accuracy estimate available here.
 EK0776
 EK0776.Click photographs - Photos may exist for this station.
 EK0776
 EK0776.The dynamic height is computed by dividing the NAVD 88
 EK0776.geopotential number by the normal gravity value computed on the
 EK0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0776.degrees latitude (g = 980.6199 gals.).
 EK0776
 EK0776.The modeled gravity was interpolated from observed gravity values.
 EK0776
 EK0776;                    North         East    Units  Estimated Accuracy
 EK0776;SPC OK S     -    80,380.      848,730.      MT  (+/- 180 meters Scaled)
 EK0776
 EK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT870676(NAD 83)
 EK0776
 EK0776                          SUPERSEDED SURVEY CONTROL
 EK0776
 EK0776.No superseded survey control is available for this station.
 EK0776
 EK0776_MARKER: I = METAL ROD
 EK0776_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0776+WITH SETTING: INFORMATION.
 EK0776_STAMPING: W 208 1986
 EK0776_MARK LOGO: NGS
 EK0776_PROJECTION: FLUSH
 EK0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0776_ROD/PIPE-DEPTH: 1.2 meters
 EK0776
 EK0776  HISTORY     - Date     Condition        Report By
 EK0776  HISTORY     - 1986     MONUMENTED       NGS
 EK0776
 EK0776                          STATION DESCRIPTION
 EK0776
 EK0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0776'20.9 KM (13.0 MI) EAST FROM HUGO.
 EK0776'20.9 KM (13.0 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0776'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 0.6 KM (0.35 MI) EAST OF
 EK0776'A HIGHWAY BRIDGE SPANNING BIRD CREEK, 75.0 M (246.1 FT) WEST OF THE
 EK0776'CENTER OF A DRIVEWAY, AND 15.2 M (49.9 FT) NORTH OF THE CENTERLINE OF
 EK0776'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EK0776'CAP.
 EK0776'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0776'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0806 ***********************************************************************
 EK0806  DESIGNATION -  W 209
 EK0806  PID         -  EK0806
 EK0806  STATE/COUNTY-  OK/CHOCTAW
 EK0806  COUNTRY     -  US
 EK0806  USGS QUAD   -  BOSWELL SW (2018)
 EK0806
 EK0806                         *CURRENT SURVEY CONTROL
 EK0806  ______________________________________________________________________
 EK0806* NAD 83(1986) POSITION- 34 01 34.     (N) 095 55 14.     (W)   SCALED
 EK0806* NAVD 88 ORTHO HEIGHT -   178.175 (meters)      584.56  (feet) ADJUSTED
 EK0806  ______________________________________________________________________
 EK0806  GEOID HEIGHT    -        -28.010 (meters)                     GEOID18
 EK0806  DYNAMIC HEIGHT  -        177.989 (meters)      583.95  (feet) COMP
 EK0806  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EK0806
 EK0806  VERT ORDER      -  FIRST     CLASS II
 EK0806
 EK0806.The horizontal coordinates were scaled from a map and have
 EK0806.an estimated accuracy of +/- 6 seconds.
 EK0806
 EK0806.The orthometric height was determined by differential leveling and
 EK0806.adjusted by the NATIONAL GEODETIC SURVEY
 EK0806.in June 1991.
 EK0806
 EK0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0806.GEOID18 height accuracy estimate available here.
 EK0806
 EK0806.Click photographs - Photos may exist for this station.
 EK0806
 EK0806.The dynamic height is computed by dividing the NAVD 88
 EK0806.geopotential number by the normal gravity value computed on the
 EK0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0806.degrees latitude (g = 980.6199 gals.).
 EK0806
 EK0806.The modeled gravity was interpolated from observed gravity values.
 EK0806
 EK0806;                    North         East    Units  Estimated Accuracy
 EK0806;SPC OK S     -    78,820.      792,030.      MT  (+/- 180 meters Scaled)
 EK0806
 EK0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT303688(NAD 83)
 EK0806
 EK0806                          SUPERSEDED SURVEY CONTROL
 EK0806
 EK0806.No superseded survey control is available for this station.
 EK0806
 EK0806_MARKER: I = METAL ROD
 EK0806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0806_STAMPING: W 209 1986
 EK0806_MARK LOGO: NGS
 EK0806_PROJECTION: FLUSH
 EK0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0806_ROD/PIPE-DEPTH: 3.1 meters
 EK0806
 EK0806  HISTORY     - Date     Condition        Report By
 EK0806  HISTORY     - 1986     MONUMENTED       NGS
 EK0806
 EK0806                          STATION DESCRIPTION
 EK0806
 EK0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0806'39.9 KM (24.8 MI) WEST FROM HUGO.
 EK0806'39.9 KM (24.8 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0806'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 18.0 M (59.1 FT) NORTH
 EK0806'OF THE CENTERLINE OF THE HIGHWAY, 17.0 M (55.8 FT) EAST OF THE CENTER
 EK0806'OF A GRAVELED ROAD LEADING NORTH, AND 9.8 M (32.2 FT) EAST OF A FENCE
 EK0806'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0806'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EK0806'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0659 ***********************************************************************
 EL0659  DESIGNATION -  W 210
 EL0659  PID         -  EL0659
 EL0659  STATE/COUNTY-  OK/STEPHENS
 EL0659  COUNTRY     -  US
 EL0659  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0659
 EL0659                         *CURRENT SURVEY CONTROL
 EL0659  ______________________________________________________________________
 EL0659* NAD 83(1986) POSITION- 34 24 32.     (N) 097 57 53.     (W)   SCALED
 EL0659* NAVD 88 ORTHO HEIGHT -   322.236 (meters)     1057.20  (feet) ADJUSTED
 EL0659  ______________________________________________________________________
 EL0659  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 EL0659  DYNAMIC HEIGHT  -        321.910 (meters)     1056.13  (feet) COMP
 EL0659  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 EL0659
 EL0659  VERT ORDER      -  FIRST     CLASS II
 EL0659
 EL0659.The horizontal coordinates were scaled from a map and have
 EL0659.an estimated accuracy of +/- 6 seconds.
 EL0659
 EL0659.The orthometric height was determined by differential leveling and
 EL0659.adjusted by the NATIONAL GEODETIC SURVEY
 EL0659.in June 1991.
 EL0659
 EL0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0659.GEOID18 height accuracy estimate available here.
 EL0659
 EL0659.Click photographs - Photos may exist for this station.
 EL0659
 EL0659.The dynamic height is computed by dividing the NAVD 88
 EL0659.geopotential number by the normal gravity value computed on the
 EL0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0659.degrees latitude (g = 980.6199 gals.).
 EL0659
 EL0659.The modeled gravity was interpolated from observed gravity values.
 EL0659
 EL0659;                    North         East    Units  Estimated Accuracy
 EL0659;SPC OK S     -   119,310.      603,240.      MT  (+/- 180 meters Scaled)
 EL0659
 EL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND951079(NAD 83)
 EL0659
 EL0659                          SUPERSEDED SURVEY CONTROL
 EL0659
 EL0659.No superseded survey control is available for this station.
 EL0659
 EL0659_MARKER: I = METAL ROD
 EL0659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0659+WITH SETTING: INFORMATION.
 EL0659_STAMPING: W 210 1986
 EL0659_MARK LOGO: NGS
 EL0659_PROJECTION: FLUSH
 EL0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0659_ROD/PIPE-DEPTH: 2.4 meters
 EL0659
 EL0659  HISTORY     - Date     Condition        Report By
 EL0659  HISTORY     - 1986     MONUMENTED       NGS
 EL0659
 EL0659                          STATION DESCRIPTION
 EL0659
 EL0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0659'8.2 KM (5.1 MI) SOUTH FROM DUNCAN.
 EL0659'8.2 KM (5.1 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET) FROM
 EL0659'ITS JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, 14.0 M
 EL0659'(45.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) SOUTH
 EL0659'OF THE CORNER OF A FENCE SURROUNDING THE MEL COX TRANSPORT COMPANY,
 EL0659'1.2 M (3.9 FT) EAST OF A UTILITY POLE, AND 1.2 M (3.9 FT) SOUTH OF A
 EL0659'HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD
 EL0659'THROUGH A 5-INCH LOGO CAP.
 EL0659'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0659'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0684 ***********************************************************************
 EL0684  DESIGNATION -  W 211
 EL0684  PID         -  EL0684
 EL0684  STATE/COUNTY-  OK/GRADY
 EL0684  COUNTRY     -  US
 EL0684  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0684
 EL0684                         *CURRENT SURVEY CONTROL
 EL0684  ______________________________________________________________________
 EL0684* NAD 83(1986) POSITION- 34 46 09.02   (N) 097 57 35.70   (W)   HD_HELD1
 EL0684* NAVD 88 ORTHO HEIGHT -   414.054 (meters)     1358.44  (feet) ADJUSTED
 EL0684  ______________________________________________________________________
 EL0684  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 EL0684  DYNAMIC HEIGHT  -        413.628 (meters)     1357.04  (feet) COMP
 EL0684  MODELED GRAVITY -    979,592.7   (mgal)                       NAVD 88
 EL0684
 EL0684  VERT ORDER      -  FIRST     CLASS II
 EL0684
 EL0684.The horizontal coordinates were determined by differentially corrected
 EL0684.hand held GPS observations or other comparable positioning techniques
 EL0684.and have an estimated accuracy of +/- 3 meters.
 EL0684
 EL0684.The orthometric height was determined by differential leveling and
 EL0684.adjusted by the NATIONAL GEODETIC SURVEY
 EL0684.in June 1991.
 EL0684
 EL0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0684.GEOID18 height accuracy estimate available here.
 EL0684
 EL0684.Click photographs - Photos may exist for this station.
 EL0684
 EL0684.The dynamic height is computed by dividing the NAVD 88
 EL0684.geopotential number by the normal gravity value computed on the
 EL0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0684.degrees latitude (g = 980.6199 gals.).
 EL0684
 EL0684.The modeled gravity was interpolated from observed gravity values.
 EL0684
 EL0684;                    North         East    Units  Estimated Accuracy
 EL0684;SPC OK S     -   159,269.5     603,669.2     MT  (+/- 3 meters HH1 GPS) 
 EL0684
 EL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9517647938(NAD 83)
 EL0684
 EL0684                          SUPERSEDED SURVEY CONTROL
 EL0684
 EL0684.No superseded survey control is available for this station.
 EL0684
 EL0684_MARKER: I = METAL ROD
 EL0684_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0684+WITH SETTING: INFORMATION.
 EL0684_STAMPING: W 211 1986
 EL0684_MARK LOGO: NGS
 EL0684_PROJECTION: FLUSH
 EL0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0684_ROD/PIPE-DEPTH: 1.8 meters
 EL0684
 EL0684  HISTORY     - Date     Condition        Report By
 EL0684  HISTORY     - 1986     MONUMENTED       NGS
 EL0684
 EL0684                          STATION DESCRIPTION
 EL0684
 EL0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0684'32.3 KM (20.1 MI) NORTH FROM DUNCAN.
 EL0684'32.3 KM (20.05 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0684'WITH PATE STREET AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, OR
 EL0684'32.8 KM (20.04 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0684'BUILDING IN CHICKASHA, 1.6 KM (0.1 MI) SOUTH OF THE INTERSECTION OF
 EL0684'STATE HIGHWAY 17, 36.0 M (118.1 FT) NORTH OF THE CENTER OF A PAVED
 EL0684'ROAD, 23.1 M (75.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.4
 EL0684'M (1.3 FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO
 EL0684'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0684'THE MARK IS 0.5 METERS  WSW FROM  A WITNESS POST AND FENCE
 EL0684'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0968 ***********************************************************************
 DN0968  DESIGNATION -  W 212
 DN0968  PID         -  DN0968
 DN0968  STATE/COUNTY-  OK/BRYAN
 DN0968  COUNTRY     -  US
 DN0968  USGS QUAD   -  DENISON DAM (2019)
 DN0968
 DN0968                         *CURRENT SURVEY CONTROL
 DN0968  ______________________________________________________________________
 DN0968* NAD 83(1986) POSITION- 33 51 11.2    (N) 096 30 41.2    (W)   HD_HELD2
 DN0968* NAVD 88 ORTHO HEIGHT -   201.977 (meters)      662.65  (feet) ADJUSTED
 DN0968  ______________________________________________________________________
 DN0968  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DN0968  DYNAMIC HEIGHT  -        201.763 (meters)      661.95  (feet) COMP
 DN0968  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DN0968
 DN0968  VERT ORDER      -  FIRST     CLASS II
 DN0968
 DN0968.The horizontal coordinates were established by autonomous hand held GPS
 DN0968.observations and have an estimated accuracy of +/- 10 meters.
 DN0968
 DN0968.The orthometric height was determined by differential leveling and
 DN0968.adjusted by the NATIONAL GEODETIC SURVEY
 DN0968.in June 1991.
 DN0968
 DN0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0968.GEOID18 height accuracy estimate available here.
 DN0968
 DN0968.Click photographs - Photos may exist for this station.
 DN0968
 DN0968.The dynamic height is computed by dividing the NAVD 88
 DN0968.geopotential number by the normal gravity value computed on the
 DN0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0968.degrees latitude (g = 980.6199 gals.).
 DN0968
 DN0968.The modeled gravity was interpolated from observed gravity values.
 DN0968
 DN0968;                    North         East    Units  Estimated Accuracy
 DN0968;SPC OK S     -    58,672.      737,753.      MT  (+/- 10 meters HH2 GPS)
 DN0968
 DN0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3023548655(NAD 83)
 DN0968
 DN0968                          SUPERSEDED SURVEY CONTROL
 DN0968
 DN0968.No superseded survey control is available for this station.
 DN0968
 DN0968_MARKER: DV = VERTICAL CONTROL DISK
 DN0968_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0968_SP_SET: BRIDGE ABUTMENT
 DN0968_STAMPING: W 212 1986
 DN0968_MARK LOGO: NGS
 DN0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0968+STABILITY: POSITION/ELEVATION WELL
 DN0968
 DN0968  HISTORY     - Date     Condition        Report By
 DN0968  HISTORY     - 1986     MONUMENTED       NGS
 DN0968
 DN0968                          STATION DESCRIPTION
 DN0968
 DN0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0968'11.3 KM (7.0 MI) NORTH FROM DENISON TX.
 DN0968'11.3 KM (7.0 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0968'WITH FARM ROAD 120 IN DENISON, IN TOP OF AND 1.0 M (3.3 FT) WEST OF
 DN0968'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE STATE HIGHWAY 75E
 DN0968'OVERPASS OF THE HIGHWAY, AND 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF
 DN0968'THE NORTH BOUND LANES OF THE HIGHWAY.
 DN0968'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0652 ***********************************************************************
 EL0652  DESIGNATION -  W 213
 EL0652  PID         -  EL0652
 EL0652  STATE/COUNTY-  OK/JEFFERSON
 EL0652  COUNTRY     -  US
 EL0652  USGS QUAD   -  COMANCHE (2018)
 EL0652
 EL0652                         *CURRENT SURVEY CONTROL
 EL0652  ______________________________________________________________________
 EL0652* NAD 83(1986) POSITION- 34 16 58.     (N) 097 57 54.     (W)   SCALED
 EL0652* NAVD 88 ORTHO HEIGHT -   288.111 (meters)      945.24  (feet) ADJUSTED
 EL0652  ______________________________________________________________________
 EL0652  GEOID HEIGHT    -        -25.427 (meters)                     GEOID18
 EL0652  DYNAMIC HEIGHT  -        287.822 (meters)      944.30  (feet) COMP
 EL0652  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 EL0652
 EL0652  VERT ORDER      -  FIRST     CLASS II
 EL0652
 EL0652.The horizontal coordinates were scaled from a map and have
 EL0652.an estimated accuracy of +/- 6 seconds.
 EL0652
 EL0652.The orthometric height was determined by differential leveling and
 EL0652.adjusted by the NATIONAL GEODETIC SURVEY
 EL0652.in June 1991.
 EL0652
 EL0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0652.GEOID18 height accuracy estimate available here.
 EL0652
 EL0652.Click photographs - Photos may exist for this station.
 EL0652
 EL0652.The dynamic height is computed by dividing the NAVD 88
 EL0652.geopotential number by the normal gravity value computed on the
 EL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0652.degrees latitude (g = 980.6199 gals.).
 EL0652
 EL0652.The modeled gravity was interpolated from observed gravity values.
 EL0652
 EL0652;                    North         East    Units  Estimated Accuracy
 EL0652;SPC OK S     -   105,320.      603,220.      MT  (+/- 180 meters Scaled)
 EL0652
 EL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC952939(NAD 83)
 EL0652
 EL0652                          SUPERSEDED SURVEY CONTROL
 EL0652
 EL0652.No superseded survey control is available for this station.
 EL0652
 EL0652_MARKER: I = METAL ROD
 EL0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0652_STAMPING: W 213 1986
 EL0652_MARK LOGO: NGS
 EL0652_PROJECTION: FLUSH
 EL0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0652_ROD/PIPE-DEPTH: 3.7 meters
 EL0652
 EL0652  HISTORY     - Date     Condition        Report By
 EL0652  HISTORY     - 1986     MONUMENTED       NGS
 EL0652
 EL0652                          STATION DESCRIPTION
 EL0652
 EL0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0652'14.7 KM (9.15 MI) NORTH FROM WAURIKA.
 EL0652'14.7 KM (9.15 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0652'WITH U.S. HIGHWAY 70 IN WAURIKA, 0.6 KM (0.35 MI) SOUTH OF THE
 EL0652'JEFFERSON-STEPHENS COUNTY LINE, 24.1 M (79.1 FT) WEST OF THE
 EL0652'CENTERLINE OF THE HIGHWAY, AND 7.7 M (25.3 FT) SOUTH OF THE CENTER OF
 EL0652'AN IRON PIPE GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EL0652'5-INCH LOGO CAP.
 EL0652'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EL0652'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0793 ***********************************************************************
 FJ0793  DESIGNATION -  W 214
 FJ0793  PID         -  FJ0793
 FJ0793  STATE/COUNTY-  OK/GRADY
 FJ0793  COUNTRY     -  US
 FJ0793  USGS QUAD   -  POCASSET (2018)
 FJ0793
 FJ0793                         *CURRENT SURVEY CONTROL
 FJ0793  ______________________________________________________________________
 FJ0793* NAD 83(1986) POSITION- 35 10 06.33   (N) 097 57 08.29   (W)   HD_HELD1
 FJ0793* NAVD 88 ORTHO HEIGHT -   357.821 (meters)     1173.95  (feet) ADJUSTED
 FJ0793  ______________________________________________________________________
 FJ0793  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 FJ0793  DYNAMIC HEIGHT  -        357.464 (meters)     1172.78  (feet) COMP
 FJ0793  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 FJ0793
 FJ0793  VERT ORDER      -  FIRST     CLASS II
 FJ0793
 FJ0793.The horizontal coordinates were determined by differentially corrected
 FJ0793.hand held GPS observations or other comparable positioning techniques
 FJ0793.and have an estimated accuracy of +/- 3 meters.
 FJ0793
 FJ0793.The orthometric height was determined by differential leveling and
 FJ0793.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0793.in June 1991.
 FJ0793
 FJ0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0793.GEOID18 height accuracy estimate available here.
 FJ0793
 FJ0793.Click photographs - Photos may exist for this station.
 FJ0793
 FJ0793.The dynamic height is computed by dividing the NAVD 88
 FJ0793.geopotential number by the normal gravity value computed on the
 FJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0793.degrees latitude (g = 980.6199 gals.).
 FJ0793
 FJ0793.The modeled gravity was interpolated from observed gravity values.
 FJ0793
 FJ0793;                    North         East    Units  Estimated Accuracy
 FJ0793;SPC OK S     -   203,561.2     604,345.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0793
 FJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9540992223(NAD 83)
 FJ0793
 FJ0793                          SUPERSEDED SURVEY CONTROL
 FJ0793
 FJ0793.No superseded survey control is available for this station.
 FJ0793
 FJ0793_MARKER: F = FLANGE-ENCASED ROD
 FJ0793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0793_STAMPING: W 214 1986
 FJ0793_MARK LOGO: NGS
 FJ0793_PROJECTION: FLUSH
 FJ0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0793+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 FJ0793_ROD/PIPE-DEPTH: 4.6 meters
 FJ0793
 FJ0793  HISTORY     - Date     Condition        Report By
 FJ0793  HISTORY     - 1986     MONUMENTED       NGS
 FJ0793  HISTORY     - 20241112 GOOD             WHE
 FJ0793
 FJ0793                          STATION DESCRIPTION
 FJ0793
 FJ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0793'15.2 KM (9.45 MI) NORTH FROM CHICKASHA.
 FJ0793'15.2 KM (9.45 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0793'BUILDING IN CHICKASHA, 0.2 KM (0.1 MI) NORTH OF AN ARKLA GAS PIPELINE
 FJ0793'CROSSING, 42.1 M (138.1 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY
 FJ0793'LEADING WEST TO THE DENNEY RESIDENCE, 15.4 M (50.5 FT) EAST OF THE
 FJ0793'CENTERLINE OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF A UTILITY POLE,
 FJ0793'AND 0.8 M (2.6 FT) NORTH OF A GUY WIRE ANCHOR.  NOTE--ACCESS TO DATUM
 FJ0793'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0793'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FJ0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FJ0793
 FJ0793                          STATION RECOVERY (2024)
 FJ0793
 FJ0793'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 FJ0793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1383 ***********************************************************************
 FJ1383  DESIGNATION -  W 215
 FJ1383  PID         -  FJ1383
 FJ1383  STATE/COUNTY-  OK/CLEVELAND
 FJ1383  COUNTRY     -  US
 FJ1383  USGS QUAD   -  NORMAN (2018)
 FJ1383
 FJ1383                         *CURRENT SURVEY CONTROL
 FJ1383  ______________________________________________________________________
 FJ1383* NAD 83(1986) POSITION- 35 13 31.2    (N) 097 26 56.6    (W)   HD_HELD2
 FJ1383* NAVD 88 ORTHO HEIGHT -   357.295 (meters)     1172.23  (feet) ADJUSTED
 FJ1383  ______________________________________________________________________
 FJ1383  GEOID HEIGHT    -        -26.552 (meters)                     GEOID18
 FJ1383  DYNAMIC HEIGHT  -        356.948 (meters)     1171.09  (feet) COMP
 FJ1383  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 FJ1383
 FJ1383  VERT ORDER      -  FIRST     CLASS II
 FJ1383
 FJ1383.The horizontal coordinates were established by autonomous hand held GPS
 FJ1383.observations and have an estimated accuracy of +/- 10 meters.
 FJ1383
 FJ1383.The orthometric height was determined by differential leveling and
 FJ1383.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1383.in August 1994.
 FJ1383
 FJ1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1383.GEOID18 height accuracy estimate available here.
 FJ1383
 FJ1383.Click photographs - Photos may exist for this station.
 FJ1383
 FJ1383.The dynamic height is computed by dividing the NAVD 88
 FJ1383.geopotential number by the normal gravity value computed on the
 FJ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1383.degrees latitude (g = 980.6199 gals.).
 FJ1383
 FJ1383.The modeled gravity was interpolated from observed gravity values.
 FJ1383
 FJ1383;                    North         East    Units  Estimated Accuracy
 FJ1383;SPC OK S     -   210,011.      650,156.      MT  (+/- 10 meters HH2 GPS)
 FJ1383
 FJ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4114299134(NAD 83)
 FJ1383
 FJ1383                          SUPERSEDED SURVEY CONTROL
 FJ1383
 FJ1383.No superseded survey control is available for this station.
 FJ1383
 FJ1383_MARKER: I = METAL ROD
 FJ1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1383_STAMPING: W 215 1994
 FJ1383_MARK LOGO: NGS
 FJ1383_PROJECTION: FLUSH
 FJ1383_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1383+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1383_ROD/PIPE-DEPTH: 3.2 meters
 FJ1383
 FJ1383  HISTORY     - Date     Condition        Report By
 FJ1383  HISTORY     - 1994     MONUMENTED       NGS
 FJ1383  HISTORY     - 20020314 POOR             INDIV
 FJ1383
 FJ1383                          STATION DESCRIPTION
 FJ1383
 FJ1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1383'IN NORMAN, AT THE INTERSECTION OF PARK AVENUE AND ACRES STREET, NEAR
 FJ1383'THE NORTHWEST CORNER OF WELL ANDREWS PARK, 18.7 M (61.4 FT) SOUTH OF
 FJ1383'THE STREET CENTER, 13.1 M (43.0 FT) EAST OF THE AVENUE CENTER, 10.5 M
 FJ1383'(34.4 FT) SOUTHEAST OF A UTILITY LIGHT POLE, 8.8 M (28.9 FT)
 FJ1383'SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 0.9 M (3.0 FT) NORTHEAST
 FJ1383'OF A POST WITH A WITNESS SIGN ATTACHED, 0.3 M (1.0 FT) ABOVE THE
 FJ1383'LEVEL OF THE STREET, AND 0.3 M (1.0 FT) NORTHWEST OF A FENCE.
 FJ1383'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1383
 FJ1383                          STATION RECOVERY (2002)
 FJ1383
 FJ1383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IRH)
 FJ1383'CAP MISSING.  ROD EXPOSED.
 FJ1383'USING DOMESTIC GPS RECIEVER WITH 14FEET ACCURACY AT THE TIME, N35
 FJ1383'13'31.3'' W097 26'56.9'' ELEVATION 1167FT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0649 ***********************************************************************
 FK0649  DESIGNATION -  W 216
 FK0649  PID         -  FK0649
 FK0649  STATE/COUNTY-  OK/GRADY
 FK0649  COUNTRY     -  US
 FK0649  USGS QUAD   -  COGAR SE (2018)
 FK0649
 FK0649                         *CURRENT SURVEY CONTROL
 FK0649  ______________________________________________________________________
 FK0649* NAD 83(1986) POSITION- 35 20 04.67   (N) 098 04 42.57   (W)   HD_HELD1
 FK0649* NAVD 88 ORTHO HEIGHT -   415.582 (meters)     1363.46  (feet) ADJUSTED
 FK0649  ______________________________________________________________________
 FK0649  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 FK0649  DYNAMIC HEIGHT  -        415.166 (meters)     1362.09  (feet) COMP
 FK0649  MODELED GRAVITY -    979,620.6   (mgal)                       NAVD 88
 FK0649
 FK0649  VERT ORDER      -  FIRST     CLASS II
 FK0649
 FK0649.The horizontal coordinates were determined by differentially corrected
 FK0649.hand held GPS observations or other comparable positioning techniques
 FK0649.and have an estimated accuracy of +/- 3 meters.
 FK0649
 FK0649.The orthometric height was determined by differential leveling and
 FK0649.adjusted by the NATIONAL GEODETIC SURVEY
 FK0649.in August 1994.
 FK0649
 FK0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0649.GEOID18 height accuracy estimate available here.
 FK0649
 FK0649.Click photographs - Photos may exist for this station.
 FK0649
 FK0649.The dynamic height is computed by dividing the NAVD 88
 FK0649.geopotential number by the normal gravity value computed on the
 FK0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0649.degrees latitude (g = 980.6199 gals.).
 FK0649
 FK0649.The modeled gravity was interpolated from observed gravity values.
 FK0649
 FK0649;                    North         East    Units  Estimated Accuracy
 FK0649;SPC OK S     -   222,002.7     592,863.8     MT  (+/- 3 meters HH1 GPS) 
 FK0649
 FK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE8374610542(NAD 83)
 FK0649
 FK0649                          SUPERSEDED SURVEY CONTROL
 FK0649
 FK0649.No superseded survey control is available for this station.
 FK0649
 FK0649_MARKER: F = FLANGE-ENCASED ROD
 FK0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FK0649_STAMPING: W 216 1994
 FK0649_MARK LOGO: NGS
 FK0649_PROJECTION: FLUSH
 FK0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0649+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2014
 FK0649_ROD/PIPE-DEPTH: 8.0 meters
 FK0649
 FK0649  HISTORY     - Date     Condition        Report By
 FK0649  HISTORY     - 1994     MONUMENTED       NGS
 FK0649  HISTORY     - 20060302 GOOD             OKDOT
 FK0649  HISTORY     - 20141212 GOOD             JCLS
 FK0649
 FK0649                          STATION DESCRIPTION
 FK0649
 FK0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0649'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0649'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0649'THENCE 12.5 KM (7.75 MI) WESTERLY ALONG STATE HIGHWAY 152, 33.5 NORTH
 FK0649'OF THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) EAST OF THE CENTER OF A
 FK0649'PAVED ROAD, 2.1 M (6.9 FT) NORTH OF THE SOUTHWEST CORNER OF A CORRAL,
 FK0649'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 FK0649'WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 FK0649'THROUGH A 5-INCH LOGO CAP.
 FK0649
 FK0649                          STATION RECOVERY (2006)
 FK0649
 FK0649'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (JGT)
 FK0649'RECOVERD AS DESCRIBED
 FK0649
 FK0649                          STATION RECOVERY (2014)
 FK0649
 FK0649'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 FK0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1063 ***********************************************************************
 EL1063  DESIGNATION -  W 217
 EL1063  PID         -  EL1063
 EL1063  STATE/COUNTY-  OK/CARTER
 EL1063  COUNTRY     -  US
 EL1063  USGS QUAD   -  ARDMORE EAST (2018)
 EL1063
 EL1063                         *CURRENT SURVEY CONTROL
 EL1063  ______________________________________________________________________
 EL1063* NAD 83(1986) POSITION- 34 11 13.     (N) 097 00 35.     (W)   SCALED
 EL1063* NAVD 88 ORTHO HEIGHT -   240.889 (meters)      790.32  (feet) ADJUSTED
 EL1063  ______________________________________________________________________
 EL1063  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 EL1063  DYNAMIC HEIGHT  -        240.636 (meters)      789.49  (feet) COMP
 EL1063  MODELED GRAVITY -    979,583.0   (mgal)                       NAVD 88
 EL1063
 EL1063  VERT ORDER      -  FIRST     CLASS II
 EL1063
 EL1063.The horizontal coordinates were scaled from a map and have
 EL1063.an estimated accuracy of +/- 6 seconds.
 EL1063
 EL1063.The orthometric height was determined by differential leveling and
 EL1063.adjusted by the NATIONAL GEODETIC SURVEY
 EL1063.in August 1994.
 EL1063
 EL1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1063.GEOID18 height accuracy estimate available here.
 EL1063
 EL1063.Click photographs - Photos may exist for this station.
 EL1063
 EL1063.The dynamic height is computed by dividing the NAVD 88
 EL1063.geopotential number by the normal gravity value computed on the
 EL1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1063.degrees latitude (g = 980.6199 gals.).
 EL1063
 EL1063.The modeled gravity was interpolated from observed gravity values.
 EL1063
 EL1063;                    North         East    Units  Estimated Accuracy
 EL1063;SPC OK S     -    95,130.      691,280.      MT  (+/- 180 meters Scaled)
 EL1063
 EL1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC834846(NAD 83)
 EL1063
 EL1063                          SUPERSEDED SURVEY CONTROL
 EL1063
 EL1063.No superseded survey control is available for this station.
 EL1063
 EL1063_MARKER: I = METAL ROD
 EL1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1063_STAMPING: W 217 1994
 EL1063_MARK LOGO: NGS
 EL1063_PROJECTION: FLUSH
 EL1063_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1063+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1063_ROD/PIPE-DEPTH: 3.4 meters
 EL1063
 EL1063  HISTORY     - Date     Condition        Report By
 EL1063  HISTORY     - 1994     MONUMENTED       NGS
 EL1063
 EL1063                          STATION DESCRIPTION
 EL1063
 EL1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1063'0.2 KM (0.10 MI) EASTERLY ALONG 1ST AVENUE SOUTHWEST FROM THE POST
 EL1063'OFFICE IN ARDMORE, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG WASHINGTON
 EL1063'STREET, THENCE 10.6 KM (6.60 MI) EASTERLY ALONG STATE HIGHWAY 199,
 EL1063'24.4 M (80.1 FT) SOUTHEAST OF THE EAST END OF A CULVERT UNDER A
 EL1063'DRIVEWAY, 24.2 M (79.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, 22.1 M
 EL1063'(72.5 FT) EAST OF THE CENTER OF THE DRIVEWAY, 17.4 M (57.1 FT) EAST
 EL1063'OF A FENCE CORNER, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 EL1063'0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 EL1063'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0965 ***********************************************************************
 GG0965  DESIGNATION -  W 218
 GG0965  PID         -  GG0965
 GG0965  STATE/COUNTY-  OK/TULSA
 GG0965  COUNTRY     -  US
 GG0965  USGS QUAD   -  MINGO (2019)
 GG0965
 GG0965                         *CURRENT SURVEY CONTROL
 GG0965  ______________________________________________________________________
 GG0965* NAD 83(1986) POSITION- 36 09 41.79   (N) 095 51 42.12   (W)   HD_HELD1
 GG0965* NAVD 88 ORTHO HEIGHT -   191.348 (meters)      627.78  (feet) ADJUSTED
 GG0965  ______________________________________________________________________
 GG0965  GEOID HEIGHT    -        -29.055 (meters)                     GEOID18
 GG0965  DYNAMIC HEIGHT  -        191.181 (meters)      627.23  (feet) COMP
 GG0965  MODELED GRAVITY -    979,753.4   (mgal)                       NAVD 88
 GG0965
 GG0965  VERT ORDER      -  FIRST     CLASS II
 GG0965
 GG0965.The horizontal coordinates were determined by differentially corrected
 GG0965.hand held GPS observations or other comparable positioning techniques
 GG0965.and have an estimated accuracy of +/- 3 meters.
 GG0965
 GG0965.The orthometric height was determined by differential leveling and
 GG0965.adjusted by the NATIONAL GEODETIC SURVEY
 GG0965.in August 1994.
 GG0965
 GG0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0965.GEOID18 height accuracy estimate available here.
 GG0965
 GG0965.Click photographs - Photos may exist for this station.
 GG0965
 GG0965.The dynamic height is computed by dividing the NAVD 88
 GG0965.geopotential number by the normal gravity value computed on the
 GG0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0965.degrees latitude (g = 980.6199 gals.).
 GG0965
 GG0965.The modeled gravity was interpolated from observed gravity values.
 GG0965
 GG0965;                    North         East    Units  Estimated Accuracy
 GG0965;SPC OK N     -   131,002.4     792,376.8     MT  (+/- 3 meters HH1 GPS) 
 GG0965
 GG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4257605668(NAD 83)
 GG0965
 GG0965                          SUPERSEDED SURVEY CONTROL
 GG0965
 GG0965.No superseded survey control is available for this station.
 GG0965
 GG0965_MARKER: I = METAL ROD
 GG0965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0965_STAMPING: W 218 1994
 GG0965_MARK LOGO: NGS
 GG0965_PROJECTION: FLUSH
 GG0965_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0965+SATELLITE: SATELLITE OBSERVATIONS - 1994
 GG0965_ROD/PIPE-DEPTH: 5.7 meters
 GG0965_SLEEVE-DEPTH  : 0.9 meters
 GG0965
 GG0965  HISTORY     - Date     Condition        Report By
 GG0965  HISTORY     - 1994     MONUMENTED       NGS
 GG0965  HISTORY     - 19981026 POOR             USGS
 GG0965  HISTORY     - 20030819 POOR             INDIV
 GG0965  HISTORY     - 20081105 POOR             AIRDAT
 GG0965
 GG0965                          STATION DESCRIPTION
 GG0965
 GG0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0965'IN TULSA, AT THE INTERSECTION OF U.S. HIGHWAY 169 AND ADMIRAL PLACE,
 GG0965'91.2 M (299.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 GG0965'THE PLACE, 59.7 M (195.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 GG0965'LANES OF THE HIGHWAY, 31.9 M (104.7 FT) SOUTHWEST OF THE SOUTH END OF
 GG0965'A TRIPLE BOX CULVERT UNDER THE HIGHWAY, 2.0 M (6.6 FT) SOUTH OF A
 GG0965'FENCE CORNER, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE PLACE, AND 0.7 M
 GG0965'(2.3 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 GG0965'POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET
 GG0965'THE SPECIFICATIONS FOR A CLASS A MARK.
 GG0965
 GG0965                          STATION RECOVERY (1998)
 GG0965
 GG0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1998 (MWG)
 GG0965'CARSONITE WITNESS SIGN AND ROD ARE APPARENTLY IN GOOD CONDITION.
 GG0965'LOGO-CAP/CONCRETE AND ATTACHED SLEEVE WERE FOUND LYING ACROSS THE HOLE
 GG0965'ABOVE THE ROD.  SAND NO LONGER SURROUNDS TOP OF ROD.  THE CITY OF
 GG0965'TULSA AND TULSA DISTRICT, CORPS OF ENGINEERS, HAVE NEARLY COMPLETED A
 GG0965'RE-CHANNELING PROJECT ON ADJACENT COOLEY CREEK, AND HAVE GRADED A
 GG0965'LEFT-BANK ACCESS ROAD THAT PASSES ABOUT 3 FT (0.9 M) SOUTHWEST OF THE
 GG0965'STATION.  BANK GRADING APPARENTLY -UPROOTED- THE SLEEVE AND LOGO CAP.
 GG0965'WORKMEN NEARBY SAID THAT THE ONLY ADDITIONAL WORK TO BE DONE WAS A
 GG0965'LAYER OF GRAVEL, BUT IT LOOKS TO ME LIKE SOME ADDITIONAL BANK GRADING
 GG0965'AND CLEAN-UP MAY ALSO BE DONE.
 GG0965
 GG0965                          STATION RECOVERY (2003)
 GG0965
 GG0965'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MWG)
 GG0965'THE LOGO CAP AND ITS SETTING ARE GONE, AND A BLACK CHAIN- LINK FENCE
 GG0965'HAS BEEN BUILT ACROSS THE ACCESS ROAD ABOUT 10 FEET BEYOND THE
 GG0965'ROD/MARK.  THE TOP OF THE ROD IS FLUSH WITH THE GROUND, AND THE TOP
 GG0965'6-8 INCHES ARE BENT ABOUT 10-20 DEGREES TO THE SOUTHWEST.  THE 1-INCH
 GG0965'I.D. PVC SLEEVE IS CRUSHED/BROKEN AT THE BEND.
 GG0965'
 GG0965'DESCRIPTION IS GOOD TO 'UNDER THE HIGHWAY', THEN FOLLOW WITH.. 1.4 M
 GG0965'(4.6 FT) ABOVE THE LEVEL OF ADMIRAL PLACE, 3.1 M (10.3 FT) SOUTHEAST
 GG0965'OF (NORMAL TO) A BLACK CHAIN LINK FENCE, AND 0.7 M (2.3 FT) EAST OF A
 GG0965'FENCE POST WITH A CARSONITE WITNESS SIGN.
 GG0965'
 GG0965'(UNTIL REPAIRED, YOU CAN FORGET THE LOGO CAP, AND THE NOTE ABOUT
 GG0965'SLEEVE DEPTH.)
 GG0965
 GG0965                          STATION RECOVERY (2008)
 GG0965
 GG0965'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0965'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1411 ***********************************************************************
 FJ1411  DESIGNATION -  W 219
 FJ1411  PID         -  FJ1411
 FJ1411  STATE/COUNTY-  OK/CREEK
 FJ1411  COUNTRY     -  US
 FJ1411  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1411
 FJ1411                         *CURRENT SURVEY CONTROL
 FJ1411  ______________________________________________________________________
 FJ1411* NAD 83(1986) POSITION- 35 53 11.     (N) 096 03 43.     (W)   SCALED
 FJ1411* NAVD 88 ORTHO HEIGHT -   221.579 (meters)      726.96  (feet) ADJUSTED
 FJ1411  ______________________________________________________________________
 FJ1411  GEOID HEIGHT    -        -28.823 (meters)                     GEOID18
 FJ1411  DYNAMIC HEIGHT  -        221.380 (meters)      726.31  (feet) COMP
 FJ1411  MODELED GRAVITY -    979,732.5   (mgal)                       NAVD 88
 FJ1411
 FJ1411  VERT ORDER      -  FIRST     CLASS II
 FJ1411
 FJ1411.The horizontal coordinates were scaled from a map and have
 FJ1411.an estimated accuracy of +/- 6 seconds.
 FJ1411
 FJ1411.The orthometric height was determined by differential leveling and
 FJ1411.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1411.in August 1994.
 FJ1411
 FJ1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1411.GEOID18 height accuracy estimate available here.
 FJ1411
 FJ1411.Click photographs - Photos may exist for this station.
 FJ1411
 FJ1411.The dynamic height is computed by dividing the NAVD 88
 FJ1411.geopotential number by the normal gravity value computed on the
 FJ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1411.degrees latitude (g = 980.6199 gals.).
 FJ1411
 FJ1411.The modeled gravity was interpolated from observed gravity values.
 FJ1411
 FJ1411;                    North         East    Units  Estimated Accuracy
 FJ1411;SPC OK N     -   100,090.      774,970.      MT  (+/- 180 meters Scaled)
 FJ1411
 FJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE652753(NAD 83)
 FJ1411
 FJ1411                          SUPERSEDED SURVEY CONTROL
 FJ1411
 FJ1411.No superseded survey control is available for this station.
 FJ1411
 FJ1411_MARKER: I = METAL ROD
 FJ1411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1411_STAMPING: W 219 1994
 FJ1411_MARK LOGO: NGS
 FJ1411_PROJECTION: FLUSH
 FJ1411_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1411+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1411_ROD/PIPE-DEPTH: 3.6 meters
 FJ1411
 FJ1411  HISTORY     - Date     Condition        Report By
 FJ1411  HISTORY     - 1994     MONUMENTED       NGS
 FJ1411  HISTORY     - 20220531 MARK NOT FOUND   OKDOT
 FJ1411
 FJ1411                          STATION DESCRIPTION
 FJ1411
 FJ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1411'14.3 KM (8.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1411'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, 37.5 M (123.0 FT)
 FJ1411'WEST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) NORTH OF THE CENTER OF
 FJ1411'WEST 191ST STREET SOUTH, 4.0 M (13.1 FT) WEST OF A UTILITY POLE, 0.4
 FJ1411'M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 FJ1411'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS
 FJ1411'THROUGH A 5-INCH LOGO CAP.
 FJ1411
 FJ1411                          STATION RECOVERY (2022)
 FJ1411
 FJ1411'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1411'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9191 ***********************************************************************
 AC9191  DESIGNATION -  W 220
 AC9191  PID         -  AC9191
 AC9191  STATE/COUNTY-  OK/MCCLAIN
 AC9191  COUNTRY     -  US
 AC9191  USGS QUAD   -  STEALY (2018)
 AC9191
 AC9191                         *CURRENT SURVEY CONTROL
 AC9191  ______________________________________________________________________
 AC9191* NAD 83(1986) POSITION- 34 58 18.     (N) 097 24 23.     (W)   SCALED
 AC9191* NAVD 88 ORTHO HEIGHT -   349.137 (meters)     1145.46  (feet) ADJUSTED
 AC9191  ______________________________________________________________________
 AC9191  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 AC9191  DYNAMIC HEIGHT  -        348.797 (meters)     1144.34  (feet) COMP
 AC9191  MODELED GRAVITY -    979,649.0   (mgal)                       NAVD 88
 AC9191
 AC9191  VERT ORDER      -  SECOND    CLASS I
 AC9191
 AC9191.The horizontal coordinates were scaled from a map and have
 AC9191.an estimated accuracy of +/- 6 seconds.
 AC9191
 AC9191.The orthometric height was determined by differential leveling and
 AC9191.adjusted by the NATIONAL GEODETIC SURVEY
 AC9191.in July 2002.
 AC9191
 AC9191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9191.GEOID18 height accuracy estimate available here.
 AC9191
 AC9191.Click photographs - Photos may exist for this station.
 AC9191
 AC9191.The dynamic height is computed by dividing the NAVD 88
 AC9191.geopotential number by the normal gravity value computed on the
 AC9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9191.degrees latitude (g = 980.6199 gals.).
 AC9191
 AC9191.The modeled gravity was interpolated from observed gravity values.
 AC9191
 AC9191;                    North         East    Units  Estimated Accuracy
 AC9191;SPC OK S     -   181,890.      654,210.      MT  (+/- 180 meters Scaled)
 AC9191
 AC9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD454710(NAD 83)
 AC9191
 AC9191                          SUPERSEDED SURVEY CONTROL
 AC9191
 AC9191.No superseded survey control is available for this station.
 AC9191
 AC9191_MARKER: I = METAL ROD
 AC9191_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9191+WITH SETTING: INFORMATION.
 AC9191_STAMPING: W 220 1997
 AC9191_MARK LOGO: NGS
 AC9191_PROJECTION: FLUSH
 AC9191_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9191+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9191_ROD/PIPE-DEPTH: 3.0 meters
 AC9191
 AC9191  HISTORY     - Date     Condition        Report By
 AC9191  HISTORY     - 1997     MONUMENTED       NGS
 AC9191
 AC9191                          STATION DESCRIPTION
 AC9191
 AC9191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9191'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9191'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 2.0 KM
 AC9191'(1.25 MI) WESTERLY ALONG A PAVED ROAD, 45.5 M (149.3 FT) WEST OF THE
 AC9191'CENTER OF A PAVED ROAD, 16.6 M (54.5 FT) WEST OF A FENCE CORNER, 15.1
 AC9191'M (49.5 FT) NORTH OF THE ROAD CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A
 AC9191'WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AC9191'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC9191'THE SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A
 AC9191'CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9195 ***********************************************************************
 AC9195  DESIGNATION -  W 221
 AC9195  PID         -  AC9195
 AC9195  STATE/COUNTY-  OK/MCCLAIN
 AC9195  COUNTRY     -  US
 AC9195  USGS QUAD   -  WAYNE (2018)
 AC9195
 AC9195                         *CURRENT SURVEY CONTROL
 AC9195  ______________________________________________________________________
 AC9195* NAD 83(1986) POSITION- 34 59 55.     (N) 097 22 01.     (W)   SCALED
 AC9195* NAVD 88 ORTHO HEIGHT -   320.368 (meters)     1051.07  (feet) ADJUSTED
 AC9195  ______________________________________________________________________
 AC9195  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 AC9195  DYNAMIC HEIGHT  -        320.056 (meters)     1050.05  (feet) COMP
 AC9195  MODELED GRAVITY -    979,652.6   (mgal)                       NAVD 88
 AC9195
 AC9195  VERT ORDER      -  SECOND    CLASS I
 AC9195
 AC9195.The horizontal coordinates were scaled from a map and have
 AC9195.an estimated accuracy of +/- 6 seconds.
 AC9195
 AC9195.The orthometric height was determined by differential leveling and
 AC9195.adjusted by the NATIONAL GEODETIC SURVEY
 AC9195.in July 2002.
 AC9195
 AC9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9195.GEOID18 height accuracy estimate available here.
 AC9195
 AC9195.Click photographs - Photos may exist for this station.
 AC9195
 AC9195.The dynamic height is computed by dividing the NAVD 88
 AC9195.geopotential number by the normal gravity value computed on the
 AC9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9195.degrees latitude (g = 980.6199 gals.).
 AC9195
 AC9195.The modeled gravity was interpolated from observed gravity values.
 AC9195
 AC9195;                    North         East    Units  Estimated Accuracy
 AC9195;SPC OK S     -   184,900.      657,790.      MT  (+/- 180 meters Scaled)
 AC9195
 AC9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD490741(NAD 83)
 AC9195
 AC9195                          SUPERSEDED SURVEY CONTROL
 AC9195
 AC9195.No superseded survey control is available for this station.
 AC9195
 AC9195_MARKER: DV = VERTICAL CONTROL DISK
 AC9195_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC9195_SP_SET: ABUTMENT
 AC9195_STAMPING: W 221 1997
 AC9195_MARK LOGO: NGS
 AC9195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9195+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9195
 AC9195  HISTORY     - Date     Condition        Report By
 AC9195  HISTORY     - 1997     MONUMENTED       NGS
 AC9195
 AC9195                          STATION DESCRIPTION
 AC9195
 AC9195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9195'2.0 KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 AC9195'INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , IN TOP OF AND 0.1 M (0.3
 AC9195'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT GUARDRAIL OF
 AC9195'THE NORTHBOUND HIGHWAY BRIDGE SPANNING WALNUT CREEK, 5.3 M (17.4 FT)
 AC9195'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.5 M
 AC9195'(14.8 FT) NORTH OF THE SOUTH END OF A RIDGE RAIL, AND 1.0 M (3.3 FT)
 AC9195'ABOVE THE LEVEL OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0354 ***********************************************************************
 FK0354  DESIGNATION -  W 25
 FK0354  PID         -  FK0354
 FK0354  STATE/COUNTY-  OK/BECKHAM
 FK0354  COUNTRY     -  US
 FK0354  USGS QUAD   -  ELK CITY (2018)
 FK0354
 FK0354                         *CURRENT SURVEY CONTROL
 FK0354  ______________________________________________________________________
 FK0354* NAD 83(1986) POSITION- 35 28 47.     (N) 099 22 53.     (W)   SCALED
 FK0354* NAVD 88 ORTHO HEIGHT -   629.246 (meters)     2064.45  (feet) ADJUSTED
 FK0354  ______________________________________________________________________
 FK0354  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 FK0354  DYNAMIC HEIGHT  -        628.596 (meters)     2062.32  (feet) COMP
 FK0354  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 FK0354
 FK0354  VERT ORDER      -  SECOND    CLASS 0
 FK0354
 FK0354.The horizontal coordinates were scaled from a map and have
 FK0354.an estimated accuracy of +/- 6 seconds.
 FK0354
 FK0354.The orthometric height was determined by differential leveling and
 FK0354.adjusted by the NATIONAL GEODETIC SURVEY
 FK0354.in June 1991.
 FK0354
 FK0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0354.GEOID18 height accuracy estimate available here.
 FK0354
 FK0354.Click photographs - Photos may exist for this station.
 FK0354
 FK0354.The dynamic height is computed by dividing the NAVD 88
 FK0354.geopotential number by the normal gravity value computed on the
 FK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0354.degrees latitude (g = 980.6199 gals.).
 FK0354
 FK0354.The modeled gravity was interpolated from observed gravity values.
 FK0354
 FK0354;                    North         East    Units  Estimated Accuracy
 FK0354;SPC OK S     -   238,960.      474,630.      MT  (+/- 180 meters Scaled)
 FK0354
 FK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME654263(NAD 83)
 FK0354
 FK0354                          SUPERSEDED SURVEY CONTROL
 FK0354
 FK0354  NGVD 29 (??/??/92)  628.976  (m)         2063.57   (f) ADJ UNCH    2 0
 FK0354
 FK0354.Superseded values are not recommended for survey control.
 FK0354
 FK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0354.See file dsdata.pdf to determine how the superseded data were derived.
 FK0354
 FK0354_MARKER: DB = BENCH MARK DISK
 FK0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0354_STAMPING: W 25 1934
 FK0354_MARK LOGO: CGS
 FK0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0354+STABILITY: SURFACE MOTION
 FK0354
 FK0354  HISTORY     - Date     Condition        Report By
 FK0354  HISTORY     - 1934     MONUMENTED       CGS
 FK0354  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0354
 FK0354                          STATION DESCRIPTION
 FK0354
 FK0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0354'3.5 MI SW FROM CARPENTER.
 FK0354'IN BECKHAM COUNTY, 3.5 MILES SOUTHWEST ALONG THE
 FK0354'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT CARPENTER,
 FK0354'ROGER MILLS COUNTY, 0.45 MILE NORTH OF MILEPOST 141, AT A
 FK0354'SECTION-LINE ROAD CROSSING, 96 FEET EAST OF THE EAST RAIL, 27
 FK0354'FEET NORTH OF THE CENTERLINE OF THE ROAD, 18 FEET EAST OF THE
 FK0354'RAILROAD RIGHT-OF-WAY LINE, AND AT THE ROAD RIGHT-OF-WAY LINE.
 FK0354'A STANDARD DISK, STAMPED W 25 1934 AND SET IN THE TOP OF A
 FK0354'CONCRETE POST.
 FK0354
 FK0354                          STATION RECOVERY (1986)
 FK0354
 FK0354'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0490 ***********************************************************************
 EM0490  DESIGNATION -  W 26
 EM0490  PID         -  EM0490
 EM0490  STATE/COUNTY-  OK/GREER
 EM0490  COUNTRY     -  US
 EM0490  USGS QUAD   -  MANGUM NORTH (2018)
 EM0490
 EM0490                         *CURRENT SURVEY CONTROL
 EM0490  ______________________________________________________________________
 EM0490* NAD 83(1986) POSITION- 34 56 01.     (N) 099 31 04.     (W)   SCALED
 EM0490* NAVD 88 ORTHO HEIGHT -   474.158 (meters)     1555.63  (feet) ADJUSTED
 EM0490  ______________________________________________________________________
 EM0490  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 EM0490  DYNAMIC HEIGHT  -        473.669 (meters)     1554.03  (feet) COMP
 EM0490  MODELED GRAVITY -    979,589.9   (mgal)                       NAVD 88
 EM0490
 EM0490  VERT ORDER      -  SECOND    CLASS 0
 EM0490
 EM0490.The horizontal coordinates were scaled from a map and have
 EM0490.an estimated accuracy of +/- 6 seconds.
 EM0490
 EM0490.The orthometric height was determined by differential leveling and
 EM0490.adjusted by the NATIONAL GEODETIC SURVEY
 EM0490.in June 1991.
 EM0490
 EM0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0490.GEOID18 height accuracy estimate available here.
 EM0490
 EM0490.Click photographs - Photos may exist for this station.
 EM0490
 EM0490.The dynamic height is computed by dividing the NAVD 88
 EM0490.geopotential number by the normal gravity value computed on the
 EM0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0490.degrees latitude (g = 980.6199 gals.).
 EM0490
 EM0490.The modeled gravity was interpolated from observed gravity values.
 EM0490
 EM0490;                    North         East    Units  Estimated Accuracy
 EM0490;SPC OK S     -   178,550.      461,350.      MT  (+/- 180 meters Scaled)
 EM0490
 EM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD527658(NAD 83)
 EM0490
 EM0490                          SUPERSEDED SURVEY CONTROL
 EM0490
 EM0490  NGVD 29 (??/??/92)  473.961  (m)         1554.99   (f) ADJ UNCH    2 0
 EM0490
 EM0490.Superseded values are not recommended for survey control.
 EM0490
 EM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0490.See file dsdata.pdf to determine how the superseded data were derived.
 EM0490
 EM0490_MARKER: DB = BENCH MARK DISK
 EM0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0490_STAMPING: W 26 1934
 EM0490_MARK LOGO: CGS
 EM0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0490+STABILITY: SURFACE MOTION
 EM0490
 EM0490  HISTORY     - Date     Condition        Report By
 EM0490  HISTORY     - 1934     MONUMENTED       CGS
 EM0490  HISTORY     - 1963     GOOD             CGS
 EM0490
 EM0490                          STATION DESCRIPTION
 EM0490
 EM0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0490'4.6 MI N FROM MANGUM.
 EM0490'4.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0490'STATION AT MANGUM, GREER COUNTY, 110 FEET SOUTHEAST OF MILEPOST 100,
 EM0490'ABOUT HALFWAY BETWEEN A NORTH-AND-SOUTH SECTION-LINE ROAD CROSSING AND
 EM0490'AN EAST-AND-WEST SECTION-LINE ROAD CROSSING, AND 51 FEET SOUTHWEST OF
 EM0490'THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED W 26 1934 AND SET IN THE
 EM0490'TOP OF A CONCRETE POST.  NOTE-- RAILROAD LAND MAPS INDICATE THAT
 EM0490'MILEPOST 100 IS ABOUT 250 YARDS SOUTHEAST OF THE CROSSING OF THE
 EM0490'NORTH-AND-SOUTH SECTION-LINE ROAD.
 EM0490
 EM0490                          STATION RECOVERY (1963)
 EM0490
 EM0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0516 ***********************************************************************
 EM0516  DESIGNATION -  W 27
 EM0516  PID         -  EM0516
 EM0516  STATE/COUNTY-  OK/JACKSON
 EM0516  COUNTRY     -  US
 EM0516  USGS QUAD   -  PRAIRIE HILL (2018)
 EM0516
 EM0516                         *CURRENT SURVEY CONTROL
 EM0516  ______________________________________________________________________
 EM0516* NAD 83(1986) POSITION- 34 30 12.01   (N) 099 35 23.23   (W)   HD_HELD1
 EM0516* NAVD 88 ORTHO HEIGHT -   440.102 (meters)     1443.90  (feet) ADJUSTED
 EM0516  ______________________________________________________________________
 EM0516  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 EM0516  DYNAMIC HEIGHT  -        439.616 (meters)     1442.31  (feet) COMP
 EM0516  MODELED GRAVITY -    979,518.5   (mgal)                       NAVD 88
 EM0516
 EM0516  VERT ORDER      -  SECOND    CLASS 0
 EM0516
 EM0516.The horizontal coordinates were determined by differentially corrected
 EM0516.hand held GPS observations or other comparable positioning techniques
 EM0516.and have an estimated accuracy of +/- 3 meters.
 EM0516
 EM0516.The orthometric height was determined by differential leveling and
 EM0516.adjusted by the NATIONAL GEODETIC SURVEY
 EM0516.in June 1991.
 EM0516
 EM0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0516.GEOID18 height accuracy estimate available here.
 EM0516
 EM0516.Click photographs - Photos may exist for this station.
 EM0516
 EM0516.The dynamic height is computed by dividing the NAVD 88
 EM0516.geopotential number by the normal gravity value computed on the
 EM0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0516.degrees latitude (g = 980.6199 gals.).
 EM0516
 EM0516.The modeled gravity was interpolated from observed gravity values.
 EM0516
 EM0516;                    North         East    Units  Estimated Accuracy
 EM0516;SPC OK S     -   130,930.0     454,015.1     MT  (+/- 3 meters HH1 GPS) 
 EM0516
 EM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD4585718125(NAD 83)
 EM0516
 EM0516                          SUPERSEDED SURVEY CONTROL
 EM0516
 EM0516  NGVD 29 (??/??/92)  439.916  (m)         1443.29   (f) ADJ UNCH    2 0
 EM0516
 EM0516.Superseded values are not recommended for survey control.
 EM0516
 EM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0516.See file dsdata.pdf to determine how the superseded data were derived.
 EM0516
 EM0516_MARKER: DB = BENCH MARK DISK
 EM0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0516_STAMPING: W 27 1934
 EM0516_MARK LOGO: CGS
 EM0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0516+STABILITY: SURFACE MOTION
 EM0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0516+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EM0516
 EM0516  HISTORY     - Date     Condition        Report By
 EM0516  HISTORY     - 1934     MONUMENTED       CGS
 EM0516  HISTORY     - 1961     GOOD             CGS
 EM0516  HISTORY     - 20180711 GOOD             OKDOT
 EM0516
 EM0516                          STATION DESCRIPTION
 EM0516
 EM0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0516'4.0 MI NE FROM ELDORADO.
 EM0516'4.0 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0516'STATION AT ELDORADO, JACKSON COUNTY, 0.35 MILE WEST OF MILEPOST 705,
 EM0516'39 FEET NORTH OF THE NORTH RAIL, 48 FEET SOUTH OF THE CENTERLINE OF
 EM0516'STATE HIGHWAY 44, AND 5 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE
 EM0516'LINE.  A STANDARD DISK, STAMPED W 27 1934 AND SET IN THE TOP OF A
 EM0516'CONCRETE POST.
 EM0516
 EM0516                          STATION RECOVERY (1961)
 EM0516
 EM0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0516'RECOVERED IN GOOD CONDITION.
 EM0516
 EM0516                          STATION RECOVERY (2018)
 EM0516
 EM0516'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0386 ***********************************************************************
 FK0386  DESIGNATION -  W 28
 FK0386  PID         -  FK0386
 FK0386  STATE/COUNTY-  OK/WASHITA
 FK0386  COUNTRY     -  US
 FK0386  USGS QUAD   -  HOBART (2018)
 FK0386
 FK0386                         *CURRENT SURVEY CONTROL
 FK0386  ______________________________________________________________________
 FK0386* NAD 83(1986) POSITION- 35 07 00.     (N) 099 04 00.     (W)   SCALED
 FK0386* NAVD 88 ORTHO HEIGHT -   487.704 (meters)     1600.08  (feet) ADJUSTED
 FK0386  ______________________________________________________________________
 FK0386  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 FK0386  DYNAMIC HEIGHT  -        487.211 (meters)     1598.46  (feet) COMP
 FK0386  MODELED GRAVITY -    979,609.7   (mgal)                       NAVD 88
 FK0386
 FK0386  VERT ORDER      -  SECOND    CLASS 0
 FK0386
 FK0386.The horizontal coordinates were scaled from a map and have
 FK0386.an estimated accuracy of +/- 6 seconds.
 FK0386
 FK0386.The orthometric height was determined by differential leveling and
 FK0386.adjusted by the NATIONAL GEODETIC SURVEY
 FK0386.in June 1991.
 FK0386
 FK0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0386.GEOID18 height accuracy estimate available here.
 FK0386
 FK0386.Click photographs - Photos may exist for this station.
 FK0386
 FK0386.The dynamic height is computed by dividing the NAVD 88
 FK0386.geopotential number by the normal gravity value computed on the
 FK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0386.degrees latitude (g = 980.6199 gals.).
 FK0386
 FK0386.The modeled gravity was interpolated from observed gravity values.
 FK0386
 FK0386;                    North         East    Units  Estimated Accuracy
 FK0386;SPC OK S     -   198,330.      502,770.      MT  (+/- 180 meters Scaled)
 FK0386
 FK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD939859(NAD 83)
 FK0386
 FK0386                          SUPERSEDED SURVEY CONTROL
 FK0386
 FK0386  NGVD 29 (??/??/92)  487.510  (m)         1599.44   (f) ADJ UNCH    2 0
 FK0386
 FK0386.Superseded values are not recommended for survey control.
 FK0386
 FK0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0386.See file dsdata.pdf to determine how the superseded data were derived.
 FK0386
 FK0386_MARKER: DB = BENCH MARK DISK
 FK0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0386_STAMPING: W 28 1934
 FK0386_MARK LOGO: CGS
 FK0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0386+STABILITY: SURFACE MOTION
 FK0386
 FK0386  HISTORY     - Date     Condition        Report By
 FK0386  HISTORY     - 1934     MONUMENTED       CGS
 FK0386  HISTORY     - 1959     GOOD             USGS
 FK0386
 FK0386                          STATION DESCRIPTION
 FK0386
 FK0386'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FK0386'2.9 MI S FROM ROCKY.
 FK0386'2.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FK0386'THE STATION AT ROCKY, ABOUT 1/2 MILE WEST OF STATE HIGHWAY 14,
 FK0386'AT MILEPOST 710, AT A CROSSING, ABOUT 1,200 FEET EAST OF A
 FK0386'FARMHOUSE, 45 FEET EAST OF THE TRACK, 30 FEET NORTH OF THE
 FK0386'CENTERLINE OF THE ROAD, AND IN THE FENCE LINE.  A STANDARD DISK,
 FK0386'STAMPED W 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0164 ***********************************************************************
 EM0164  DESIGNATION -  W 29
 EM0164  PID         -  EM0164
 EM0164  STATE/COUNTY-  OK/KIOWA
 EM0164  COUNTRY     -  US
 EM0164  USGS QUAD   -  SNYDER (2018)
 EM0164
 EM0164                         *CURRENT SURVEY CONTROL
 EM0164  ______________________________________________________________________
 EM0164* NAD 83(1986) POSITION- 34 39 39.     (N) 098 56 42.     (W)   SCALED
 EM0164* NAVD 88 ORTHO HEIGHT -   415.195 (meters)     1362.19  (feet) ADJUSTED
 EM0164  ______________________________________________________________________
 EM0164  GEOID HEIGHT    -        -25.699 (meters)                     GEOID18
 EM0164  DYNAMIC HEIGHT  -        414.785 (meters)     1360.84  (feet) COMP
 EM0164  MODELED GRAVITY -    979,633.5   (mgal)                       NAVD 88
 EM0164
 EM0164  VERT ORDER      -  SECOND    CLASS 0
 EM0164
 EM0164.The horizontal coordinates were scaled from a map and have
 EM0164.an estimated accuracy of +/- 6 seconds.
 EM0164
 EM0164.The orthometric height was determined by differential leveling and
 EM0164.adjusted by the NATIONAL GEODETIC SURVEY
 EM0164.in June 1991.
 EM0164
 EM0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0164.GEOID18 height accuracy estimate available here.
 EM0164
 EM0164.Click photographs - Photos may exist for this station.
 EM0164
 EM0164.The dynamic height is computed by dividing the NAVD 88
 EM0164.geopotential number by the normal gravity value computed on the
 EM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0164.degrees latitude (g = 980.6199 gals.).
 EM0164
 EM0164.The modeled gravity was interpolated from observed gravity values.
 EM0164
 EM0164;                    North         East    Units  Estimated Accuracy
 EM0164;SPC OK S     -   147,660.      513,390.      MT  (+/- 180 meters Scaled)
 EM0164
 EM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND050354(NAD 83)
 EM0164
 EM0164                          SUPERSEDED SURVEY CONTROL
 EM0164
 EM0164  NGVD 29 (??/??/92)  415.061  (m)         1361.75   (f) ADJ UNCH    2 0
 EM0164
 EM0164.Superseded values are not recommended for survey control.
 EM0164
 EM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0164.See file dsdata.pdf to determine how the superseded data were derived.
 EM0164
 EM0164_MARKER: DB = BENCH MARK DISK
 EM0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0164_SP_SET: TANK FOUNDATION
 EM0164_STAMPING: W 29 1934
 EM0164_MARK LOGO: CGS
 EM0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0164
 EM0164  HISTORY     - Date     Condition        Report By
 EM0164  HISTORY     - 1934     MONUMENTED       CGS
 EM0164  HISTORY     - 1934     GOOD             CGS
 EM0164  HISTORY     - 1963     GOOD             CGS
 EM0164
 EM0164                          STATION DESCRIPTION
 EM0164
 EM0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0164'0.4 MI E FROM SNYDER.
 EM0164'0.4 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0164'STATION AT SNYDER, IN THE RAILROAD YARDS, 30 FEET WEST OF THE TRACK,
 EM0164'AT THE SOUTH END OF AN ELEVATED OIL TANK, BETWEEN THE LADDER LEGS, AND
 EM0164'IN THE TOP OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED W 29
 EM0164'1934.
 EM0164
 EM0164                          STATION RECOVERY (1963)
 EM0164
 EM0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0129 ***********************************************************************
 FK0129  DESIGNATION -  W 30
 FK0129  PID         -  FK0129
 FK0129  STATE/COUNTY-  OK/KIOWA
 FK0129  COUNTRY     -  US
 FK0129  USGS QUAD   -  GOTEBO WEST (2018)
 FK0129
 FK0129                         *CURRENT SURVEY CONTROL
 FK0129  ______________________________________________________________________
 FK0129* NAD 83(1986) POSITION- 35 03 56.     (N) 098 53 05.     (W)   SCALED
 FK0129* NAVD 88 ORTHO HEIGHT -   433.369 (meters)     1421.81  (feet) ADJUSTED
 FK0129  ______________________________________________________________________
 FK0129  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 FK0129  DYNAMIC HEIGHT  -        432.936 (meters)     1420.39  (feet) COMP
 FK0129  MODELED GRAVITY -    979,620.7   (mgal)                       NAVD 88
 FK0129
 FK0129  VERT ORDER      -  SECOND    CLASS 0
 FK0129
 FK0129.The horizontal coordinates were scaled from a map and have
 FK0129.an estimated accuracy of +/- 6 seconds.
 FK0129
 FK0129.The orthometric height was determined by differential leveling and
 FK0129.adjusted by the NATIONAL GEODETIC SURVEY
 FK0129.in June 1991.
 FK0129
 FK0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0129.GEOID18 height accuracy estimate available here.
 FK0129
 FK0129.Click photographs - Photos may exist for this station.
 FK0129
 FK0129.The dynamic height is computed by dividing the NAVD 88
 FK0129.geopotential number by the normal gravity value computed on the
 FK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0129.degrees latitude (g = 980.6199 gals.).
 FK0129
 FK0129.The modeled gravity was interpolated from observed gravity values.
 FK0129
 FK0129;                    North         East    Units  Estimated Accuracy
 FK0129;SPC OK S     -   192,500.      519,300.      MT  (+/- 180 meters Scaled)
 FK0129
 FK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND105803(NAD 83)
 FK0129
 FK0129                          SUPERSEDED SURVEY CONTROL
 FK0129
 FK0129  NGVD 29 (??/??/92)  433.206  (m)         1421.28   (f) ADJ UNCH    2 0
 FK0129
 FK0129.Superseded values are not recommended for survey control.
 FK0129
 FK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0129.See file dsdata.pdf to determine how the superseded data were derived.
 FK0129
 FK0129_MARKER: DB = BENCH MARK DISK
 FK0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0129_SP_SET: BRIDGE
 FK0129_STAMPING: W 30 1934
 FK0129_MARK LOGO: CGS
 FK0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0129
 FK0129  HISTORY     - Date     Condition        Report By
 FK0129  HISTORY     - 1934     MONUMENTED       CGS
 FK0129  HISTORY     - 1963     GOOD             CGS
 FK0129
 FK0129                          STATION DESCRIPTION
 FK0129
 FK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0129'0.7 MI W FROM GOTEBO.
 FK0129'0.7 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0129'RAILROAD FROM THE STATION AT GOTEBO, KIOWA COUNTY, 400 FEET
 FK0129'SOUTHEAST OF WOODEN TRESTLE 591, NEAR A ROAD CROSSING, 100 FEET
 FK0129'SOUTH OF THE TRACK, AND IN THE TOP OF THE NORTHWEST CORNER OF A
 FK0129'HIGHWAY BRIDGE.  A STANDARD DISK, STAMPED W 30 1934.
 FK0129
 FK0129                          STATION RECOVERY (1963)
 FK0129
 FK0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0082 ***********************************************************************
 FK0082  DESIGNATION -  W 31
 FK0082  PID         -  FK0082
 FK0082  STATE/COUNTY-  OK/CADDO
 FK0082  COUNTRY     -  US
 FK0082  USGS QUAD   -  ANADARKO WEST (2018)
 FK0082
 FK0082                         *CURRENT SURVEY CONTROL
 FK0082  ______________________________________________________________________
 FK0082* NAD 83(1986) POSITION- 35 04 33.     (N) 098 15 17.     (W)   SCALED
 FK0082* NAVD 88 ORTHO HEIGHT -   362.825 (meters)     1190.37  (feet) ADJUSTED
 FK0082  ______________________________________________________________________
 FK0082  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 FK0082  DYNAMIC HEIGHT  -        362.458 (meters)     1189.16  (feet) COMP
 FK0082  MODELED GRAVITY -    979,613.4   (mgal)                       NAVD 88
 FK0082
 FK0082  VERT ORDER      -  SECOND    CLASS 0
 FK0082
 FK0082.The horizontal coordinates were scaled from a map and have
 FK0082.an estimated accuracy of +/- 6 seconds.
 FK0082
 FK0082.The orthometric height was determined by differential leveling and
 FK0082.adjusted by the NATIONAL GEODETIC SURVEY
 FK0082.in June 1991.
 FK0082
 FK0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0082.GEOID18 height accuracy estimate available here.
 FK0082
 FK0082.Click photographs - Photos may exist for this station.
 FK0082
 FK0082.The dynamic height is computed by dividing the NAVD 88
 FK0082.geopotential number by the normal gravity value computed on the
 FK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0082.degrees latitude (g = 980.6199 gals.).
 FK0082
 FK0082.The modeled gravity was interpolated from observed gravity values.
 FK0082
 FK0082;                    North         East    Units  Estimated Accuracy
 FK0082;SPC OK S     -   193,320.      576,770.      MT  (+/- 180 meters Scaled)
 FK0082
 FK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND679817(NAD 83)
 FK0082
 FK0082                          SUPERSEDED SURVEY CONTROL
 FK0082
 FK0082  NGVD 29 (??/??/92)  362.693  (m)         1189.94   (f) ADJ UNCH    2 0
 FK0082
 FK0082.Superseded values are not recommended for survey control.
 FK0082
 FK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0082.See file dsdata.pdf to determine how the superseded data were derived.
 FK0082
 FK0082_MARKER: DB = BENCH MARK DISK
 FK0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0082_SP_SET: BRIDGE
 FK0082_STAMPING: W 31 1934
 FK0082_MARK LOGO: CGS
 FK0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0082
 FK0082  HISTORY     - Date     Condition        Report By
 FK0082  HISTORY     - 1934     MONUMENTED       CGS
 FK0082  HISTORY     - 1963     GOOD             CGS
 FK0082  HISTORY     - 1976     GOOD             OKDH
 FK0082  HISTORY     - 1984     GOOD             LOCSUR
 FK0082  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 FK0082
 FK0082                          STATION DESCRIPTION
 FK0082
 FK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0082'0.8 MI W FROM ANADARKO.
 FK0082'0.8 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0082'FROM THE STATION AT ANADARKO, CADDO COUNTY, AT THE EAST END OF
 FK0082'A BRIDGE, IN THE TOP OF THE SOUTH CONCRETE RETAINING WALL, AND
 FK0082'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED W 31 1934.
 FK0082
 FK0082                          STATION RECOVERY (1963)
 FK0082
 FK0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0082'RECOVERED IN GOOD CONDITION.
 FK0082
 FK0082                          STATION RECOVERY (1976)
 FK0082
 FK0082'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976
 FK0082'RECOVERED IN GOOD CONDITION.
 FK0082
 FK0082                          STATION RECOVERY (1984)
 FK0082
 FK0082'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 FK0082'RECOVERED IN GOOD CONDITION.
 FK0082
 FK0082                          STATION RECOVERY (2022)
 FK0082
 FK0082'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 FK0082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0336 ***********************************************************************
 GJ0336  DESIGNATION -  W 32
 GJ0336  PID         -  GJ0336
 GJ0336  STATE/COUNTY-  OK/WOODWARD
 GJ0336  COUNTRY     -  US
 GJ0336  USGS QUAD   -  FARGO (2018)
 GJ0336
 GJ0336                         *CURRENT SURVEY CONTROL
 GJ0336  ______________________________________________________________________
 GJ0336* NAD 83(1986) POSITION- 36 26 02.     (N) 099 30 10.     (W)   SCALED
 GJ0336* NAVD 88 ORTHO HEIGHT -   646.696 (meters)     2121.70  (feet) ADJUSTED
 GJ0336  ______________________________________________________________________
 GJ0336  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GJ0336  DYNAMIC HEIGHT  -        646.062 (meters)     2119.62  (feet) COMP
 GJ0336  MODELED GRAVITY -    979,632.1   (mgal)                       NAVD 88
 GJ0336
 GJ0336  VERT ORDER      -  FIRST     CLASS II
 GJ0336
 GJ0336.The horizontal coordinates were scaled from a map and have
 GJ0336.an estimated accuracy of +/- 6 seconds.
 GJ0336
 GJ0336.The orthometric height was determined by differential leveling and
 GJ0336.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0336.in June 1991.
 GJ0336
 GJ0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0336.GEOID18 height accuracy estimate available here.
 GJ0336
 GJ0336.Click photographs - Photos may exist for this station.
 GJ0336
 GJ0336.The dynamic height is computed by dividing the NAVD 88
 GJ0336.geopotential number by the normal gravity value computed on the
 GJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0336.degrees latitude (g = 980.6199 gals.).
 GJ0336
 GJ0336.The modeled gravity was interpolated from observed gravity values.
 GJ0336
 GJ0336;                    North         East    Units  Estimated Accuracy
 GJ0336;SPC OK N     -   160,140.      465,260.      MT  (+/- 180 meters Scaled)
 GJ0336
 GJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF549321(NAD 83)
 GJ0336
 GJ0336                          SUPERSEDED SURVEY CONTROL
 GJ0336
 GJ0336  NGVD 29 (??/??/92)  646.427  (m)         2120.82   (f) ADJ UNCH    1 2
 GJ0336
 GJ0336.Superseded values are not recommended for survey control.
 GJ0336
 GJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0336.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0336
 GJ0336_MARKER: DB = BENCH MARK DISK
 GJ0336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GJ0336_SP_SET: PIER
 GJ0336_STAMPING: W 32 1934
 GJ0336_MARK LOGO: CGS
 GJ0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0336
 GJ0336  HISTORY     - Date     Condition        Report By
 GJ0336  HISTORY     - 1934     MONUMENTED       CGS
 GJ0336
 GJ0336                          STATION DESCRIPTION
 GJ0336
 GJ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0336'7.8 MI NE FROM FARGO.
 GJ0336'7.8 MILES NORTHEAST OF AT AND SF DEPOT AT FARGO IN THE TOP OF
 GJ0336'THE SOUTHEAST CORNER OF THE NORTHWEST CONCRETE PIER OF OVER HEAD
 GJ0336'CROSSING 390C.  6 FEET WEST OF THE CENTERLINE OF ATCHISON TOPEKA
 GJ0336'AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0278 ***********************************************************************
 FK0278  DESIGNATION -  W 33
 FK0278  PID         -  FK0278
 FK0278  STATE/COUNTY-  OK/DEWEY
 FK0278  COUNTRY     -  US
 FK0278  USGS QUAD   -  TRAIL (2018)
 FK0278
 FK0278                         *CURRENT SURVEY CONTROL
 FK0278  ______________________________________________________________________
 FK0278* NAD 83(1986) POSITION- 35 58 07.     (N) 099 17 50.     (W)   SCALED
 FK0278* NAVD 88 ORTHO HEIGHT -   580.985 (meters)     1906.12  (feet) ADJUSTED
 FK0278  ______________________________________________________________________
 FK0278  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 FK0278  DYNAMIC HEIGHT  -        580.398 (meters)     1904.19  (feet) COMP
 FK0278  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 FK0278
 FK0278  VERT ORDER      -  SECOND    CLASS 0
 FK0278
 FK0278.The horizontal coordinates were scaled from a map and have
 FK0278.an estimated accuracy of +/- 6 seconds.
 FK0278
 FK0278.The orthometric height was determined by differential leveling and
 FK0278.adjusted by the NATIONAL GEODETIC SURVEY
 FK0278.in June 1991.
 FK0278
 FK0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0278.GEOID18 height accuracy estimate available here.
 FK0278
 FK0278.Click photographs - Photos may exist for this station.
 FK0278
 FK0278.The dynamic height is computed by dividing the NAVD 88
 FK0278.geopotential number by the normal gravity value computed on the
 FK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0278.degrees latitude (g = 980.6199 gals.).
 FK0278
 FK0278.The modeled gravity was interpolated from observed gravity values.
 FK0278
 FK0278;                    North         East    Units  Estimated Accuracy
 FK0278;SPC OK N     -   108,250.      483,000.      MT  (+/- 180 meters Scaled)
 FK0278
 FK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME732805(NAD 83)
 FK0278
 FK0278                          SUPERSEDED SURVEY CONTROL
 FK0278
 FK0278  NGVD 29 (??/??/92)  580.738  (m)         1905.30   (f) ADJ UNCH    2 0
 FK0278
 FK0278.Superseded values are not recommended for survey control.
 FK0278
 FK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0278.See file dsdata.pdf to determine how the superseded data were derived.
 FK0278
 FK0278_MARKER: DB = BENCH MARK DISK
 FK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0278_STAMPING: W 33 1934
 FK0278_MARK LOGO: CGS
 FK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0278+STABILITY: SURFACE MOTION
 FK0278
 FK0278  HISTORY     - Date     Condition        Report By
 FK0278  HISTORY     - 1934     MONUMENTED       CGS
 FK0278  HISTORY     - 1958     MARK NOT FOUND   CGS
 FK0278
 FK0278                          STATION DESCRIPTION
 FK0278
 FK0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FK0278'AT TRAIL.
 FK0278'AT TRAIL, DEWEY COUNTY, 63 FEET WEST OF THE MISSOURI-KANSAS-TEXAS
 FK0278'RAILROAD STATION, 340 FEET NORTHWEST OF MILEPOST 181, 48 FEET
 FK0278'WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF THE
 FK0278'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED W 33 1934
 FK0278'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0107 ***********************************************************************
 GJ0107  DESIGNATION -  W 34
 GJ0107  PID         -  GJ0107
 GJ0107  STATE/COUNTY-  OK/BLAINE
 GJ0107  COUNTRY     -  US
 GJ0107  USGS QUAD   -  LONGDALE (2018)
 GJ0107
 GJ0107                         *CURRENT SURVEY CONTROL
 GJ0107  ______________________________________________________________________
 GJ0107* NAD 83(1986) POSITION- 36 08 40.     (N) 098 31 21.     (W)   SCALED
 GJ0107* NAVD 88 ORTHO HEIGHT -   459.412 (meters)     1507.25  (feet) ADJUSTED
 GJ0107  ______________________________________________________________________
 GJ0107  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 GJ0107  DYNAMIC HEIGHT  -        458.987 (meters)     1505.86  (feet) COMP
 GJ0107  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 GJ0107
 GJ0107  VERT ORDER      -  SECOND    CLASS 0
 GJ0107
 GJ0107.The horizontal coordinates were scaled from a map and have
 GJ0107.an estimated accuracy of +/- 6 seconds.
 GJ0107
 GJ0107.The orthometric height was determined by differential leveling and
 GJ0107.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0107.in June 1991.
 GJ0107
 GJ0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0107.GEOID18 height accuracy estimate available here.
 GJ0107
 GJ0107.Click photographs - Photos may exist for this station.
 GJ0107
 GJ0107.The dynamic height is computed by dividing the NAVD 88
 GJ0107.geopotential number by the normal gravity value computed on the
 GJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0107.degrees latitude (g = 980.6199 gals.).
 GJ0107
 GJ0107.The modeled gravity was interpolated from observed gravity values.
 GJ0107
 GJ0107;                    North         East    Units  Estimated Accuracy
 GJ0107;SPC OK N     -   127,110.      552,980.      MT  (+/- 180 meters Scaled)
 GJ0107
 GJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF429000(NAD 83)
 GJ0107
 GJ0107                          SUPERSEDED SURVEY CONTROL
 GJ0107
 GJ0107  NGVD 29 (??/??/92)  459.224  (m)         1506.64   (f) ADJ UNCH    2 0
 GJ0107
 GJ0107.Superseded values are not recommended for survey control.
 GJ0107
 GJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0107.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0107
 GJ0107_MARKER: DB = BENCH MARK DISK
 GJ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0107_STAMPING: W 34 1934
 GJ0107_MARK LOGO: CGS
 GJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0107+STABILITY: SURFACE MOTION
 GJ0107
 GJ0107  HISTORY     - Date     Condition        Report By
 GJ0107  HISTORY     - 1934     MONUMENTED       CGS
 GJ0107
 GJ0107                          STATION DESCRIPTION
 GJ0107
 GJ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0107'2.1 MI E FROM LONGDALE.
 GJ0107'2.1 MILES EAST OF INTERSECTION CRI AND P RR AND MAIN STREET 0.2
 GJ0107'MILE WEST OF SMALL UNPAINTED FARM HOUSE.  120 FEET WEST OF CONCRETE
 GJ0107'ARCH BRIDGE UNDER THE HIGHWAY.  30 FEET NORTH OF THE CENTERLINE
 GJ0107'OF STATE HIGHWAY 44.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0439 ***********************************************************************
 GH0439  DESIGNATION -  W 35
 GH0439  PID         -  GH0439
 GH0439  STATE/COUNTY-  OK/GARFIELD
 GH0439  COUNTRY     -  US
 GH0439  USGS QUAD   -  ENID WEST (2018)
 GH0439
 GH0439                         *CURRENT SURVEY CONTROL
 GH0439  ______________________________________________________________________
 GH0439* NAD 83(1986) POSITION- 36 24 16.     (N) 097 53 07.     (W)   SCALED
 GH0439* NAVD 88 ORTHO HEIGHT -   382.435 (meters)     1254.71  (feet) ADJUSTED
 GH0439  ______________________________________________________________________
 GH0439  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 GH0439  DYNAMIC HEIGHT  -        382.099 (meters)     1253.60  (feet) COMP
 GH0439  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 GH0439
 GH0439  VERT ORDER      -  SECOND    CLASS 0
 GH0439
 GH0439.The horizontal coordinates were scaled from a map and have
 GH0439.an estimated accuracy of +/- 6 seconds.
 GH0439
 GH0439.The orthometric height was determined by differential leveling and
 GH0439.adjusted by the NATIONAL GEODETIC SURVEY
 GH0439.in June 1991.
 GH0439
 GH0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0439.GEOID18 height accuracy estimate available here.
 GH0439
 GH0439.Click photographs - Photos may exist for this station.
 GH0439
 GH0439.The dynamic height is computed by dividing the NAVD 88
 GH0439.geopotential number by the normal gravity value computed on the
 GH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0439.degrees latitude (g = 980.6199 gals.).
 GH0439
 GH0439.The modeled gravity was interpolated from observed gravity values.
 GH0439
 GH0439;                    North         East    Units  Estimated Accuracy
 GH0439;SPC OK N     -   155,840.      610,290.      MT  (+/- 180 meters Scaled)
 GH0439
 GH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF999293(NAD 83)
 GH0439
 GH0439                          SUPERSEDED SURVEY CONTROL
 GH0439
 GH0439  NGVD 29 (??/??/92)  382.292  (m)         1254.24   (f) ADJ UNCH    2 0
 GH0439
 GH0439.Superseded values are not recommended for survey control.
 GH0439
 GH0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0439.See file dsdata.pdf to determine how the superseded data were derived.
 GH0439
 GH0439_MARKER: DB = BENCH MARK DISK
 GH0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0439_STAMPING: W 35 1934
 GH0439_MARK LOGO: CGS
 GH0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0439+STABILITY: SURFACE MOTION
 GH0439
 GH0439  HISTORY     - Date     Condition        Report By
 GH0439  HISTORY     - 1934     MONUMENTED       CGS
 GH0439
 GH0439                          STATION DESCRIPTION
 GH0439
 GH0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0439'0.9 MI SW FROM ENID.
 GH0439'0.9 MILE SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0439'FROM THE POST OFFICE AT ENID, GARFIELD COUNTY, 4 FEET NORTH
 GH0439'OF MILEPOST 586, 99 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 GH0439'AND 57 FEET SOUTH OF A YARD SWITCH.  A STANDARD DISK, STAMPED
 GH0439'W 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0340 ***********************************************************************
 EM0340  DESIGNATION -  W 36
 EM0340  PID         -  EM0340
 EM0340  STATE/COUNTY-  OK/TILLMAN
 EM0340  COUNTRY     -  US
 EM0340  USGS QUAD   -  FREDERICK (2018)
 EM0340
 EM0340                         *CURRENT SURVEY CONTROL
 EM0340  ______________________________________________________________________
 EM0340* NAD 83(1993) POSITION- 34 23 13.57928(N) 099 01 18.21922(W)   ADJUSTED
 EM0340* NAD 83(1993) ELLIP HT-   367.811 (meters)        (11/28/94)   ADJUSTED
 EM0340* NAVD 88 ORTHO HEIGHT -   395.394 (meters)     1297.22  (feet) ADJUSTED
 EM0340  ______________________________________________________________________
 EM0340  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 EM0340  NAD 83(1993) X  -   -826,294.069 (meters)                     COMP
 EM0340  NAD 83(1993) Y  - -5,204,241.647 (meters)                     COMP
 EM0340  NAD 83(1993) Z  -  3,582,171.788 (meters)                     COMP
 EM0340  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 EM0340  DYNAMIC HEIGHT  -        394.963 (meters)     1295.81  (feet) COMP
 EM0340  MODELED GRAVITY -    979,533.2   (mgal)                       NAVD 88
 EM0340
 EM0340  HORZ ORDER      -  SECOND
 EM0340  VERT ORDER      -  SECOND    CLASS 0
 EM0340  ELLP ORDER      -  FIFTH     CLASS I
 EM0340
 EM0340.The horizontal coordinates were established by GPS observations
 EM0340.and adjusted by the National Geodetic Survey in November 1994.
 EM0340
 EM0340.The orthometric height was determined by differential leveling and
 EM0340.adjusted by the NATIONAL GEODETIC SURVEY
 EM0340.in June 1991.
 EM0340
 EM0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0340.GEOID18 height accuracy estimate available here.
 EM0340
 EM0340.Click photographs - Photos may exist for this station.
 EM0340
 EM0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0340
 EM0340.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0340
 EM0340.The ellipsoidal height was determined by GPS observations
 EM0340.and is referenced to NAD 83.
 EM0340
 EM0340.The dynamic height is computed by dividing the NAVD 88
 EM0340.geopotential number by the normal gravity value computed on the
 EM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0340.degrees latitude (g = 980.6199 gals.).
 EM0340
 EM0340.The modeled gravity was interpolated from observed gravity values.
 EM0340
 EM0340. The following values were computed from the NAD 83(1993) position.
 EM0340
 EM0340;                    North         East     Units Scale Factor Converg.
 EM0340;SPC OK S     -   117,363.172   506,045.319   MT  0.99994183   -0 34 47.8
 EM0340;SPC OK S     -   385,049.01  1,660,250.35   sFT  0.99994183   -0 34 47.8
 EM0340;UTM  14      - 3,805,079.021   498,002.654   MT  0.99960005   -0 00 44.2
 EM0340
 EM0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0340!SPC OK S     -   0.99994227  x   0.99994183  =   0.99988410
 EM0340!UTM  14      -   0.99994227  x   0.99960005  =   0.99954234
 EM0340
 EM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9800205079(NAD 83)
 EM0340
 EM0340                          SUPERSEDED SURVEY CONTROL
 EM0340
 EM0340  NAD 83(1986)-  34 23 13.58559(N)    099 01 18.20976(W) AD(       ) 2
 EM0340  NGVD 29 (??/??/92)  395.246  (m)         1296.74   (f) ADJ UNCH    2 0
 EM0340  NGVD 29 (11/30/89)  395.     (m)  RAPSU86  model used  GPS OBS        
 EM0340
 EM0340.Superseded values are not recommended for survey control.
 EM0340
 EM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0340.See file dsdata.pdf to determine how the superseded data were derived.
 EM0340
 EM0340_MARKER: DB = BENCH MARK DISK
 EM0340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0340_SP_SET: CULVERT HEADWALL
 EM0340_STAMPING: W 36 1934
 EM0340_MARK LOGO: CGS
 EM0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0340+STABILITY: SURFACE MOTION
 EM0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0340+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2016
 EM0340
 EM0340  HISTORY     - Date     Condition        Report By
 EM0340  HISTORY     - 1934     MONUMENTED       CGS
 EM0340  HISTORY     - 1940     GOOD             CGS
 EM0340  HISTORY     - 1963     GOOD             CGS
 EM0340  HISTORY     - 19890301 GOOD             NGS
 EM0340  HISTORY     - 20160227 GOOD             GEOCAC
 EM0340
 EM0340                          STATION DESCRIPTION
 EM0340
 EM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EM0340'IN FREDERICK.
 EM0340'AT FREDERICK, ONE BLOCK SOUTH OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EM0340'STATION, 100 FEET SOUTH OF THE FIFTEENTH POLE SOUTH OF MILEPOST 463,
 EM0340'200 FEET SOUTH OF A SINCLAIR REFINING CO. BULK STATION, ON THE WEST
 EM0340'SIDE OF THE TRACK, AND IN THE TOP OF A CULVERT HEADWALL.  A STANDARD
 EM0340'DISK, STAMPED W 36 1934.
 EM0340
 EM0340                          STATION RECOVERY (1963)
 EM0340
 EM0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0340'RECOVERED IN GOOD CONDITION.
 EM0340
 EM0340                          STATION RECOVERY (1989)
 EM0340
 EM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EM0340'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EM0340'FOLLOWS.
 EM0340'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) NORTHEAST OF DAVIDSON,
 EM0340'16.0 KM (9.95 MI) SOUTHEAST OF TIPTON, AND 1.0 KM (0.60 MI) SOUTHWEST
 EM0340'OF FREDERICK.  OWNERSHIP--CITY OF FREDERICK.
 EM0340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE
 EM0340'HIGHWAY 5 IN FREDERICK, GO WEST ON HIGHWAY 5 FOR 0.5 KM (0.30 MI) TO A
 EM0340'CROSS STREET.  TURN LEFT AND GO SOUTH ON SOUTH 6TH STREET FOR 0.5 KM
 EM0340'(0.30 MI) TO THE STATION ON THE LEFT, IN THE HEADWALL OF A CULVERT
 EM0340'UNDER THE BURLINGTON NORTHERN RAILROAD.
 EM0340'THE STATION IS A STANDARD CGS DISK SET IN THE TOP CENTER OF A 0.4 BY
 EM0340'2.7 METER CONCRETE HEADWALL THAT PROJECTS 40 CM ABOVE THE GROUND.
 EM0340'LOCATED 73.7 M (241.8 FT) SOUTH OF THE SOUTHEAST CORNER OF A LARGE
 EM0340'METAL BUILDING, 26.6 M (87.3 FT) EAST OF THE CENTER OF THE STREET, AND
 EM0340'19.8 M (65.0 FT) WEST-NORTHWEST OF THE NEAR RAIL.
 EM0340'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EM0340
 EM0340                          STATION RECOVERY (2016)
 EM0340
 EM0340'RECOVERY NOTE BY GEOCACHING 2016 (MFM)
 EM0340'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0026 ***********************************************************************
 EM0026  DESIGNATION -  W 37
 EM0026  PID         -  EM0026
 EM0026  STATE/COUNTY-  OK/COMANCHE
 EM0026  COUNTRY     -  US
 EM0026  USGS QUAD   -  LAWTON (2018)
 EM0026
 EM0026                         *CURRENT SURVEY CONTROL
 EM0026  ______________________________________________________________________
 EM0026* NAD 83(1986) POSITION- 34 36 01.9    (N) 098 27 28.6    (W)   HD_HELD2
 EM0026* NAVD 88 ORTHO HEIGHT -   351.198 (meters)     1152.22  (feet) ADJUSTED
 EM0026  ______________________________________________________________________
 EM0026  GEOID HEIGHT    -        -25.654 (meters)                     GEOID18
 EM0026  DYNAMIC HEIGHT  -        350.847 (meters)     1151.07  (feet) COMP
 EM0026  MODELED GRAVITY -    979,624.3   (mgal)                       NAVD 88
 EM0026
 EM0026  VERT ORDER      -  SECOND    CLASS 0
 EM0026
 EM0026.The horizontal coordinates were established by autonomous hand held GPS
 EM0026.observations and have an estimated accuracy of +/- 10 meters.
 EM0026
 EM0026.The orthometric height was determined by differential leveling and
 EM0026.adjusted by the NATIONAL GEODETIC SURVEY
 EM0026.in June 1991.
 EM0026
 EM0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0026.GEOID18 height accuracy estimate available here.
 EM0026
 EM0026.Click photographs - Photos may exist for this station.
 EM0026
 EM0026.The dynamic height is computed by dividing the NAVD 88
 EM0026.geopotential number by the normal gravity value computed on the
 EM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0026.degrees latitude (g = 980.6199 gals.).
 EM0026
 EM0026.The modeled gravity was interpolated from observed gravity values.
 EM0026
 EM0026;                    North         East    Units  Estimated Accuracy
 EM0026;SPC OK S     -   140,657.      557,996.      MT  (+/- 10 meters HH2 GPS)
 EM0026
 EM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND4970228878(NAD 83)
 EM0026
 EM0026                          SUPERSEDED SURVEY CONTROL
 EM0026
 EM0026  NGVD 29 (??/??/92)  351.091  (m)         1151.87   (f) ADJ UNCH    2 0
 EM0026
 EM0026.Superseded values are not recommended for survey control.
 EM0026
 EM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0026.See file dsdata.pdf to determine how the superseded data were derived.
 EM0026
 EM0026_MARKER: DB = BENCH MARK DISK
 EM0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0026_SP_SET: CULVERT HEADWALL
 EM0026_STAMPING: W 37 1934
 EM0026_MARK LOGO: CGS
 EM0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0026+STABILITY: SURFACE MOTION
 EM0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0026+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 EM0026
 EM0026  HISTORY     - Date     Condition        Report By
 EM0026  HISTORY     - 1934     MONUMENTED       CGS
 EM0026  HISTORY     - 1963     GOOD             CGS
 EM0026  HISTORY     - 1971     GOOD             OKDH
 EM0026  HISTORY     - 1984     GOOD             LOCSUR
 EM0026  HISTORY     - 20000202 GOOD             LOCSUR
 EM0026  HISTORY     - 20140729 GOOD             GEOCAC
 EM0026
 EM0026                          STATION DESCRIPTION
 EM0026
 EM0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0026'3.6 MI W FROM LAWTON.
 EM0026'3.6 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0026'STATION AT LAWTON, COMANCHE COUNTY, 20 POLES WEST OF MILEPOST 633, 200
 EM0026'FEET WEST OF A ROAD CROSSING, 12 FEET SOUTH OF THE TRACK, IN THE TOP
 EM0026'OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, AND 4 FEET LOWER THAN THE
 EM0026'TRACK.  A STANDARD DISK, STAMPED W 37 1934.
 EM0026
 EM0026                          STATION RECOVERY (1971)
 EM0026
 EM0026'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0026'RECOVERED IN GOOD CONDITION.
 EM0026
 EM0026                          STATION RECOVERY (1984)
 EM0026
 EM0026'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 EM0026'MARK IS APPROXIMATELY 200' WEST OF 52ND STREET IN LAWTON. LOCATED IN
 EM0026'SOUTHEAST QUARTER SECTION 33 T 2 N R 12 W 1 M.
 EM0026
 EM0026                          STATION RECOVERY (2000)
 EM0026
 EM0026'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0026'RECOVERED AS DESCRIBED.
 EM0026
 EM0026                          STATION RECOVERY (2014)
 EM0026
 EM0026'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0026'RECOVERED IN FAIR CONDITION.  LOCATED ON TOP OF SOUTHERN OUTLET OF
 EM0026'CULVERT THAT RUNS UNDER RAILWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0562 ***********************************************************************
 DN0562  DESIGNATION -  W 38
 DN0562  PID         -  DN0562
 DN0562  STATE/COUNTY-  OK/LOVE
 DN0562  COUNTRY     -  US
 DN0562  USGS QUAD   -  THACKERVILLE (2019)
 DN0562
 DN0562                         *CURRENT SURVEY CONTROL
 DN0562  ______________________________________________________________________
 DN0562* NAD 83(1986) POSITION- 33 50 47.     (N) 097 07 41.     (W)   SCALED
 DN0562* NAVD 88 ORTHO HEIGHT -   265.319 (meters)      870.47  (feet) ADJUSTED
 DN0562  ______________________________________________________________________
 DN0562  GEOID HEIGHT    -        -25.923 (meters)                     GEOID18
 DN0562  DYNAMIC HEIGHT  -        265.038 (meters)      869.55  (feet) COMP
 DN0562  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 DN0562
 DN0562  VERT ORDER      -  SECOND    CLASS 0
 DN0562
 DN0562.The horizontal coordinates were scaled from a map and have
 DN0562.an estimated accuracy of +/- 6 seconds.
 DN0562
 DN0562.The orthometric height was determined by differential leveling and
 DN0562.adjusted by the NATIONAL GEODETIC SURVEY
 DN0562.in June 1991.
 DN0562
 DN0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0562.GEOID18 height accuracy estimate available here.
 DN0562
 DN0562.Click photographs - Photos may exist for this station.
 DN0562
 DN0562.The dynamic height is computed by dividing the NAVD 88
 DN0562.geopotential number by the normal gravity value computed on the
 DN0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0562.degrees latitude (g = 980.6199 gals.).
 DN0562
 DN0562.The modeled gravity was interpolated from observed gravity values.
 DN0562
 DN0562;                    North         East    Units  Estimated Accuracy
 DN0562;SPC OK S     -    57,260.      680,700.      MT  (+/- 180 meters Scaled)
 DN0562
 DN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC731467(NAD 83)
 DN0562
 DN0562                          SUPERSEDED SURVEY CONTROL
 DN0562
 DN0562  NGVD 29 (??/??/92)  265.266  (m)          870.29   (f) ADJ UNCH    2 0
 DN0562
 DN0562.Superseded values are not recommended for survey control.
 DN0562
 DN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0562.See file dsdata.pdf to determine how the superseded data were derived.
 DN0562
 DN0562_MARKER: DB = BENCH MARK DISK
 DN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0562_STAMPING: W 38 1934
 DN0562_MARK LOGO: CGS
 DN0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0562+STABILITY: SURFACE MOTION
 DN0562
 DN0562  HISTORY     - Date     Condition        Report By
 DN0562  HISTORY     - 1934     MONUMENTED       CGS
 DN0562  HISTORY     - 1968     MARK NOT FOUND   USGS
 DN0562
 DN0562                          STATION DESCRIPTION
 DN0562
 DN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0562'4.0 MI N FROM THACKERVILLE.
 DN0562'4.0 MILES NORTH OF THACKERVILLE G.C. AND S.F. DEPOT.  AT MILE POST
 DN0562'427.  30 FEET WEST OF GULF COLORAD AND SANTA FE RAILROAD TRACK.  61
 DN0562'FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 77.
 DN0562
 DN0562                          STATION RECOVERY (1968)
 DN0562
 DN0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DN0562'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0460 ***********************************************************************
 EL0460  DESIGNATION -  W 39
 EL0460  PID         -  EL0460
 EL0460  STATE/COUNTY-  OK/MURRAY
 EL0460  COUNTRY     -  US
 EL0460  USGS QUAD   -  DOUGHERTY (2018)
 EL0460
 EL0460                         *CURRENT SURVEY CONTROL
 EL0460  ______________________________________________________________________
 EL0460* NAD 83(1986) POSITION- 34 28 02.     (N) 097 06 28.     (W)   SCALED
 EL0460* NAVD 88 ORTHO HEIGHT -   251.957 (meters)      826.63  (feet) ADJUSTED
 EL0460  ______________________________________________________________________
 EL0460  GEOID HEIGHT    -        -25.274 (meters)                     GEOID18
 EL0460  DYNAMIC HEIGHT  -        251.709 (meters)      825.82  (feet) COMP
 EL0460  MODELED GRAVITY -    979,644.8   (mgal)                       NAVD 88
 EL0460
 EL0460  VERT ORDER      -  SECOND    CLASS 0
 EL0460
 EL0460.The horizontal coordinates were scaled from a map and have
 EL0460.an estimated accuracy of +/- 6 seconds.
 EL0460
 EL0460.The orthometric height was determined by differential leveling and
 EL0460.adjusted by the NATIONAL GEODETIC SURVEY
 EL0460.in June 1991.
 EL0460
 EL0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0460.GEOID18 height accuracy estimate available here.
 EL0460
 EL0460.Click photographs - Photos may exist for this station.
 EL0460
 EL0460.The dynamic height is computed by dividing the NAVD 88
 EL0460.geopotential number by the normal gravity value computed on the
 EL0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0460.degrees latitude (g = 980.6199 gals.).
 EL0460
 EL0460.The modeled gravity was interpolated from observed gravity values.
 EL0460
 EL0460;                    North         East    Units  Estimated Accuracy
 EL0460;SPC OK S     -   126,140.      681,970.      MT  (+/- 180 meters Scaled)
 EL0460
 EL0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD737155(NAD 83)
 EL0460
 EL0460                          SUPERSEDED SURVEY CONTROL
 EL0460
 EL0460  NGVD 29 (??/??/92)  251.893  (m)          826.42   (f) ADJ UNCH    2 0
 EL0460
 EL0460.Superseded values are not recommended for survey control.
 EL0460
 EL0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0460.See file dsdata.pdf to determine how the superseded data were derived.
 EL0460
 EL0460_MARKER: DB = BENCH MARK DISK
 EL0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0460_STAMPING: W 39 1934
 EL0460_MARK LOGO: CGS
 EL0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0460+STABILITY: SURFACE MOTION
 EL0460
 EL0460  HISTORY     - Date     Condition        Report By
 EL0460  HISTORY     - 1934     MONUMENTED       CGS
 EL0460  HISTORY     - 1975     GOOD             NGS
 EL0460  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0460
 EL0460                          STATION DESCRIPTION
 EL0460
 EL0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0460'2.2 MILES SOUTH OF DAVIS RR JUNCTION.  AT GULF COLORADO AND
 EL0460'SANTA FE RR CROSSING WIG WAG NO. 473.6.  50 FEET EAST OF TRACK
 EL0460'IN FENCE CORNER, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 EL0460
 EL0460                          STATION RECOVERY (1975)
 EL0460
 EL0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EL0460'RECOVERED IN GOOD CONDITION.
 EL0460
 EL0460                          STATION RECOVERY (2018)
 EL0460
 EL0460'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0254 ***********************************************************************
 FH0254  DESIGNATION -  W 4
 FH0254  PID         -  FH0254
 FH0254  STATE/COUNTY-  OK/LE FLORE
 FH0254  COUNTRY     -  US
 FH0254  USGS QUAD   -  BOKOSHE (2018)
 FH0254
 FH0254                         *CURRENT SURVEY CONTROL
 FH0254  ______________________________________________________________________
 FH0254* NAD 83(1986) POSITION- 35 11 12.     (N) 094 46 19.     (W)   SCALED
 FH0254* NAVD 88 ORTHO HEIGHT -   155.106 (meters)      508.88  (feet) ADJUSTED
 FH0254  ______________________________________________________________________
 FH0254  GEOID HEIGHT    -        -31.007 (meters)                     GEOID18
 FH0254  DYNAMIC HEIGHT  -        154.953 (meters)      508.38  (feet) COMP
 FH0254  MODELED GRAVITY -    979,651.0   (mgal)                       NAVD 88
 FH0254
 FH0254  VERT ORDER      -  FIRST     CLASS II
 FH0254
 FH0254.The horizontal coordinates were scaled from a map and have
 FH0254.an estimated accuracy of +/- 6 seconds.
 FH0254
 FH0254.The orthometric height was determined by differential leveling and
 FH0254.adjusted by the NATIONAL GEODETIC SURVEY
 FH0254.in June 1991.
 FH0254
 FH0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0254.GEOID18 height accuracy estimate available here.
 FH0254
 FH0254.Click photographs - Photos may exist for this station.
 FH0254
 FH0254.The dynamic height is computed by dividing the NAVD 88
 FH0254.geopotential number by the normal gravity value computed on the
 FH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0254.degrees latitude (g = 980.6199 gals.).
 FH0254
 FH0254.The modeled gravity was interpolated from observed gravity values.
 FH0254
 FH0254;                    North         East    Units  Estimated Accuracy
 FH0254;SPC OK S     -   210,290.      893,960.      MT  (+/- 180 meters Scaled)
 FH0254
 FH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU386951(NAD 83)
 FH0254
 FH0254                          SUPERSEDED SURVEY CONTROL
 FH0254
 FH0254  NGVD 29 (??/??/92)  155.012  (m)          508.57   (f) ADJ UNCH    1 2
 FH0254
 FH0254.Superseded values are not recommended for survey control.
 FH0254
 FH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0254.See file dsdata.pdf to determine how the superseded data were derived.
 FH0254
 FH0254_MARKER: DB = BENCH MARK DISK
 FH0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0254_STAMPING: 508.569 W 4 1933
 FH0254_MARK LOGO: CGS
 FH0254_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0254+STABILITY: SURFACE MOTION
 FH0254
 FH0254  HISTORY     - Date     Condition        Report By
 FH0254  HISTORY     - 1933     MONUMENTED       CGS
 FH0254  HISTORY     - 1959     GOOD             CGS
 FH0254  HISTORY     - 1964     POOR             USGS
 FH0254
 FH0254                          STATION DESCRIPTION
 FH0254
 FH0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0254'0.7 MI E FROM BOKOSHE.
 FH0254'0.7 MILE EAST ALONG THE ABANDONED FORT SMITH AND WESTERN RAILWAY
 FH0254'FROM BOKOSHE, LE FLORE COUNTY, 0.2 MILE WEST OF A WATER TANK,
 FH0254'SOUTH OF A STONE HOUSE ON THE TOP OF A SMALL HILL JUST NORTH
 FH0254'OF THE OLD ROADBED, AT A DIRT-ROAD CROSSING, 50 FEET SOUTH OF
 FH0254'THE OLD ROADBED, 21 FEET EAST OF THE CENTER LINE OF THE DIRT
 FH0254'ROAD, AND 2.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A
 FH0254'STANDARD DISK, STAMPED 508.569 W 4 1933 AND SET IN THE TOP OF
 FH0254'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- MARK
 FH0254'IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 FH0254
 FH0254                          STATION RECOVERY (1964)
 FH0254
 FH0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FH0254'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0163 ***********************************************************************
 EL0163  DESIGNATION -  W 40
 EL0163  PID         -  EL0163
 EL0163  STATE/COUNTY-  OK/MARSHALL
 EL0163  COUNTRY     -  US
 EL0163  USGS QUAD   -  MANNSVILLE (2018)
 EL0163
 EL0163                         *CURRENT SURVEY CONTROL
 EL0163  ______________________________________________________________________
 EL0163* NAD 83(1986) POSITION- 34 09 52.     (N) 096 57 30.     (W)   SCALED
 EL0163* NAVD 88 ORTHO HEIGHT -   252.481 (meters)      828.35  (feet) ADJUSTED
 EL0163  ______________________________________________________________________
 EL0163  GEOID HEIGHT    -        -26.101 (meters)                     GEOID18
 EL0163  DYNAMIC HEIGHT  -        252.216 (meters)      827.48  (feet) COMP
 EL0163  MODELED GRAVITY -    979,580.0   (mgal)                       NAVD 88
 EL0163
 EL0163  VERT ORDER      -  FIRST     CLASS II
 EL0163
 EL0163.The horizontal coordinates were scaled from a map and have
 EL0163.an estimated accuracy of +/- 6 seconds.
 EL0163
 EL0163.The orthometric height was determined by differential leveling and
 EL0163.adjusted by the NATIONAL GEODETIC SURVEY
 EL0163.in June 1991.
 EL0163
 EL0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0163.GEOID18 height accuracy estimate available here.
 EL0163
 EL0163.Click photographs - Photos may exist for this station.
 EL0163
 EL0163.The dynamic height is computed by dividing the NAVD 88
 EL0163.geopotential number by the normal gravity value computed on the
 EL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0163.degrees latitude (g = 980.6199 gals.).
 EL0163
 EL0163.The modeled gravity was interpolated from observed gravity values.
 EL0163
 EL0163;                    North         East    Units  Estimated Accuracy
 EL0163;SPC OK S     -    92,690.      696,040.      MT  (+/- 180 meters Scaled)
 EL0163
 EL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC881822(NAD 83)
 EL0163
 EL0163                          SUPERSEDED SURVEY CONTROL
 EL0163
 EL0163  NGVD 29 (??/??/92)  252.415  (m)          828.13   (f) ADJ UNCH    1 2
 EL0163
 EL0163.Superseded values are not recommended for survey control.
 EL0163
 EL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0163.See file dsdata.pdf to determine how the superseded data were derived.
 EL0163
 EL0163_MARKER: DB = BENCH MARK DISK
 EL0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0163_STAMPING: W 40 1934
 EL0163_MARK LOGO: CGS
 EL0163_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0163+STABILITY: SURFACE MOTION
 EL0163
 EL0163  HISTORY     - Date     Condition        Report By
 EL0163  HISTORY     - 1934     MONUMENTED       CGS
 EL0163  HISTORY     - 1961     GOOD             USGS
 EL0163  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0163
 EL0163                          STATION DESCRIPTION
 EL0163
 EL0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0163'3.1 MI SE FROM DICKSON.
 EL0163'1.6 MILES SOUTH AND 1.5 MILES EAST OF DICKSON, MARSHALL COUNTY,
 EL0163'NEAR THE CENTER OF SECTION 35, T. 4 S., R. 3 E., 36 FEET EAST
 EL0163'CL. ROAD, 52 FEET NORTH (NORMAL) OF CL. RAILROAD TRACKS, 44
 EL0163'FEET NORTH AND 3.2 FEET BELOW THE CROSSING, AND IN A CONCRETE POST
 EL0163'PROJECTING 0.4 FEET.  A STANDARD DISK STAMPED W 40 1934.
 EL0163
 EL0163                          STATION RECOVERY (1961)
 EL0163
 EL0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0163'RECOVERED IN GOOD CONDITION.
 EL0163
 EL0163                          STATION RECOVERY (1994)
 EL0163
 EL0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0546 ***********************************************************************
 EL0546  DESIGNATION -  W 41
 EL0546  PID         -  EL0546
 EL0546  STATE/COUNTY-  OK/GRADY
 EL0546  COUNTRY     -  US
 EL0546  USGS QUAD   -  NINNEKAH (2018)
 EL0546
 EL0546                         *CURRENT SURVEY CONTROL
 EL0546  ______________________________________________________________________
 EL0546* NAD 83(1986) POSITION- 34 55 25.     (N) 097 55 48.     (W)   SCALED
 EL0546* NAVD 88 ORTHO HEIGHT -   348.896 (meters)     1144.67  (feet) ADJUSTED
 EL0546  ______________________________________________________________________
 EL0546  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 EL0546  DYNAMIC HEIGHT  -        348.550 (meters)     1143.53  (feet) COMP
 EL0546  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 EL0546
 EL0546  VERT ORDER      -  SECOND    CLASS 0
 EL0546
 EL0546.The horizontal coordinates were scaled from a map and have
 EL0546.an estimated accuracy of +/- 6 seconds.
 EL0546
 EL0546.The orthometric height was determined by differential leveling and
 EL0546.adjusted by the NATIONAL GEODETIC SURVEY
 EL0546.in June 1991.
 EL0546
 EL0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0546.GEOID18 height accuracy estimate available here.
 EL0546
 EL0546.Click photographs - Photos may exist for this station.
 EL0546
 EL0546.The dynamic height is computed by dividing the NAVD 88
 EL0546.geopotential number by the normal gravity value computed on the
 EL0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0546.degrees latitude (g = 980.6199 gals.).
 EL0546
 EL0546.The modeled gravity was interpolated from observed gravity values.
 EL0546
 EL0546;                    North         East    Units  Estimated Accuracy
 EL0546;SPC OK S     -   176,400.      606,400.      MT  (+/- 180 meters Scaled)
 EL0546
 EL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND977650(NAD 83)
 EL0546
 EL0546                          SUPERSEDED SURVEY CONTROL
 EL0546
 EL0546  NGVD 29 (??/??/92)  348.795  (m)         1144.34   (f) ADJ UNCH    2 0
 EL0546
 EL0546.Superseded values are not recommended for survey control.
 EL0546
 EL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0546.See file dsdata.pdf to determine how the superseded data were derived.
 EL0546
 EL0546_MARKER: DB = BENCH MARK DISK
 EL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0546_STAMPING: W 41 1934
 EL0546_MARK LOGO: CGS
 EL0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0546+STABILITY: SURFACE MOTION
 EL0546
 EL0546  HISTORY     - Date     Condition        Report By
 EL0546  HISTORY     - 1934     MONUMENTED       CGS
 EL0546  HISTORY     - 1953     MARK NOT FOUND   CGS
 EL0546  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0546
 EL0546                          STATION DESCRIPTION
 EL0546
 EL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0546'2 MI S FROM NINNEKAH.
 EL0546'2.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0546'RAILROAD FROM THE STATION AT NINNEKAH, GRADY COUNTY, 0.3 MILE
 EL0546'SOUTH OF MILEPOST 445, 84 FEET WEST OF THE WEST RAIL, AND IN
 EL0546'THE WEST RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED W 41 1934
 EL0546'AND SET IN THE TOP OF A CONCRETE POST.
 EL0546
 EL0546                          STATION RECOVERY (1986)
 EL0546
 EL0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0546'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0331 ***********************************************************************
 EL0331  DESIGNATION -  W 42
 EL0331  PID         -  EL0331
 EL0331  STATE/COUNTY-  OK/GARVIN
 EL0331  COUNTRY     -  US
 EL0331  USGS QUAD   -  PAOLI (2018)
 EL0331
 EL0331                         *CURRENT SURVEY CONTROL
 EL0331  ______________________________________________________________________
 EL0331* NAD 83(1986) POSITION- 34 45 12.     (N) 097 15 39.     (W)   SCALED
 EL0331* NAVD 88 ORTHO HEIGHT -   270.145 (meters)      886.30  (feet) ADJUSTED
 EL0331  ______________________________________________________________________
 EL0331  GEOID HEIGHT    -        -25.577 (meters)                     GEOID18
 EL0331  DYNAMIC HEIGHT  -        269.884 (meters)      885.44  (feet) COMP
 EL0331  MODELED GRAVITY -    979,659.1   (mgal)                       NAVD 88
 EL0331
 EL0331  VERT ORDER      -  SECOND    CLASS 0
 EL0331
 EL0331.The horizontal coordinates were scaled from a map and have
 EL0331.an estimated accuracy of +/- 6 seconds.
 EL0331
 EL0331.The orthometric height was determined by differential leveling and
 EL0331.adjusted by the NATIONAL GEODETIC SURVEY
 EL0331.in June 1991.
 EL0331
 EL0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0331.GEOID18 height accuracy estimate available here.
 EL0331
 EL0331.Click photographs - Photos may exist for this station.
 EL0331
 EL0331.The dynamic height is computed by dividing the NAVD 88
 EL0331.geopotential number by the normal gravity value computed on the
 EL0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0331.degrees latitude (g = 980.6199 gals.).
 EL0331
 EL0331.The modeled gravity was interpolated from observed gravity values.
 EL0331
 EL0331;                    North         East    Units  Estimated Accuracy
 EL0331;SPC OK S     -   157,760.      667,670.      MT  (+/- 180 meters Scaled)
 EL0331
 EL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD591470(NAD 83)
 EL0331
 EL0331                          SUPERSEDED SURVEY CONTROL
 EL0331
 EL0331  NGVD 29 (??/??/92)  270.073  (m)          886.06   (f) ADJ UNCH    2 0
 EL0331
 EL0331.Superseded values are not recommended for survey control.
 EL0331
 EL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0331.See file dsdata.pdf to determine how the superseded data were derived.
 EL0331
 EL0331_MARKER: DB = BENCH MARK DISK
 EL0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0331_STAMPING: W 42 1934
 EL0331_MARK LOGO: CGS
 EL0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0331+STABILITY: SURFACE MOTION
 EL0331
 EL0331  HISTORY     - Date     Condition        Report By
 EL0331  HISTORY     - 1934     MONUMENTED       CGS
 EL0331  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0331
 EL0331                          STATION DESCRIPTION
 EL0331
 EL0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0331'2.8 MI NW FROM PAULS VALLEY.
 EL0331'2.8 MILES NORTHWEST OF A.T. AND S.F. RR. STATION AT PAULS VALLEY.
 EL0331'54 FEET EAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 EL0331'RAILWAY TRACK.  36 FEET NORTH OF RAILWAY CULVERT 2 A.  30 FEET
 EL0331'NORTH OF CENTER LINE OF PUBLIC ROAD, AND IN NORTHEAST CORNER
 EL0331'OF INTERSECTION OF RAILROAD AND PUBLIC.
 EL0331
 EL0331                          STATION RECOVERY (1963)
 EL0331
 EL0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0836 ***********************************************************************
 DN0836  DESIGNATION -  W 43
 DN0836  PID         -  DN0836
 DN0836  STATE/COUNTY-  OK/JEFFERSON
 DN0836  COUNTRY     -  US
 DN0836  USGS QUAD   -  TERRAL (2019)
 DN0836
 DN0836                         *CURRENT SURVEY CONTROL
 DN0836  ______________________________________________________________________
 DN0836* NAD 83(1986) POSITION- 33 56 26.     (N) 097 56 30.     (W)   SCALED
 DN0836* NAVD 88 ORTHO HEIGHT -   258.941 (meters)      849.54  (feet) ADJUSTED
 DN0836  ______________________________________________________________________
 DN0836  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 DN0836  DYNAMIC HEIGHT  -        258.662 (meters)      848.63  (feet) COMP
 DN0836  MODELED GRAVITY -    979,553.3   (mgal)                       NAVD 88
 DN0836
 DN0836  VERT ORDER      -  FIRST     CLASS II
 DN0836
 DN0836.The horizontal coordinates were scaled from a map and have
 DN0836.an estimated accuracy of +/- 6 seconds.
 DN0836
 DN0836.The orthometric height was determined by differential leveling and
 DN0836.adjusted by the NATIONAL GEODETIC SURVEY
 DN0836.in June 1991.
 DN0836
 DN0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0836.GEOID18 height accuracy estimate available here.
 DN0836
 DN0836.Click photographs - Photos may exist for this station.
 DN0836
 DN0836.The dynamic height is computed by dividing the NAVD 88
 DN0836.geopotential number by the normal gravity value computed on the
 DN0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0836.degrees latitude (g = 980.6199 gals.).
 DN0836
 DN0836.The modeled gravity was interpolated from observed gravity values.
 DN0836
 DN0836;                    North         East    Units  Estimated Accuracy
 DN0836;SPC OK S     -    67,360.      605,390.      MT  (+/- 180 meters Scaled)
 DN0836
 DN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978560(NAD 83)
 DN0836
 DN0836                          SUPERSEDED SURVEY CONTROL
 DN0836
 DN0836  NGVD 29 (??/??/92)  258.835  (m)          849.19   (f) ADJ UNCH    1 2
 DN0836
 DN0836.Superseded values are not recommended for survey control.
 DN0836
 DN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0836.See file dsdata.pdf to determine how the superseded data were derived.
 DN0836
 DN0836_MARKER: DB = BENCH MARK DISK
 DN0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0836_STAMPING: W 43 1934
 DN0836_MARK LOGO: CGS
 DN0836_PROJECTION: RECESSED 10 CENTIMETERS
 DN0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0836+STABILITY: SURFACE MOTION
 DN0836
 DN0836  HISTORY     - Date     Condition        Report By
 DN0836  HISTORY     - 1934     MONUMENTED       CGS
 DN0836  HISTORY     - 1963     GOOD             CGS
 DN0836
 DN0836                          STATION DESCRIPTION
 DN0836
 DN0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DN0836'3.0 MI N FROM TERRAL.
 DN0836'3.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0836'FROM THE STATION AT TERRAL, JEFFERSON COUNTY, 75 FEET EAST OF THE
 DN0836'TENTH POLE SOUTH OF MILEPOST 516, AT THE CROSSING OF A SECTION-LINE
 DN0836'ROAD, 45 FEET EAST OF THE EAST RAIL 30 FEET NORTH OF THE CENTER LINE
 DN0836'OF THE ROAD, 44 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, IN
 DN0836'THE SOUTHEAST CORNER OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 INCHES
 DN0836'UNDER GROUND.  A STANDARD DISK, STAMPED W 43 1934 AND SET IN THE TOP
 DN0836'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0350 ***********************************************************************
 EL0350  DESIGNATION -  W 44
 EL0350  PID         -  EL0350
 EL0350  STATE/COUNTY-  OK/MCCLAIN
 EL0350  COUNTRY     -  US
 EL0350  USGS QUAD   -  BYARS (2018)
 EL0350
 EL0350                         *CURRENT SURVEY CONTROL
 EL0350  ______________________________________________________________________
 EL0350* NAD 83(1986) POSITION- 34 52 10.     (N) 097 02 35.     (W)   SCALED
 EL0350* NAVD 88 ORTHO HEIGHT -   323.602 (meters)     1061.68  (feet) ADJUSTED
 EL0350  ______________________________________________________________________
 EL0350  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 EL0350  DYNAMIC HEIGHT  -        323.287 (meters)     1060.65  (feet) COMP
 EL0350  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 EL0350
 EL0350  VERT ORDER      -  SECOND    CLASS 0
 EL0350
 EL0350.The horizontal coordinates were scaled from a map and have
 EL0350.an estimated accuracy of +/- 6 seconds.
 EL0350
 EL0350.The orthometric height was determined by differential leveling and
 EL0350.adjusted by the NATIONAL GEODETIC SURVEY
 EL0350.in June 1991.
 EL0350
 EL0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0350.GEOID18 height accuracy estimate available here.
 EL0350
 EL0350.Click photographs - Photos may exist for this station.
 EL0350
 EL0350.The dynamic height is computed by dividing the NAVD 88
 EL0350.geopotential number by the normal gravity value computed on the
 EL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0350.degrees latitude (g = 980.6199 gals.).
 EL0350
 EL0350.The modeled gravity was interpolated from observed gravity values.
 EL0350
 EL0350;                    North         East    Units  Estimated Accuracy
 EL0350;SPC OK S     -   170,810.      687,490.      MT  (+/- 180 meters Scaled)
 EL0350
 EL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD788603(NAD 83)
 EL0350
 EL0350                          SUPERSEDED SURVEY CONTROL
 EL0350
 EL0350  NGVD 29 (??/??/92)  323.513  (m)         1061.39   (f) ADJ UNCH    2 0
 EL0350
 EL0350.Superseded values are not recommended for survey control.
 EL0350
 EL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0350.See file dsdata.pdf to determine how the superseded data were derived.
 EL0350
 EL0350_MARKER: DB = BENCH MARK DISK
 EL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0350_STAMPING: W 44 1934
 EL0350_MARK LOGO: CGS
 EL0350_PROJECTION: PROJECTING 15 CENTIMETERS
 EL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0350+STABILITY: SURFACE MOTION
 EL0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0350+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2022
 EL0350
 EL0350  HISTORY     - Date     Condition        Report By
 EL0350  HISTORY     - 1934     MONUMENTED       CGS
 EL0350  HISTORY     - 1963     GOOD             USGS
 EL0350  HISTORY     - 20180608 POOR             OKDOT
 EL0350  HISTORY     - 20220830 POOR             OKDOT
 EL0350
 EL0350                          STATION DESCRIPTION
 EL0350
 EL0350'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0350'0.9 MI SE FROM BYARS.
 EL0350'BYARS, 0.3 MILE SOUTH AND 0.6 MILE EAST OF, T. 5 N., R. 2 E.,
 EL0350'ABOUT 0.1 MILE EAST OF 1/4 COR. BETWEEN SECS. 25 AND 36, 32 FT.
 EL0350'NORTH, 34 FT. EAST AND FLUSH WITH R.R. X-ING, 6 FT. SOUTHEAST
 EL0350'OF TELEPHONE POLE, IN CONC. POST PROJECTING 0.5 FT., STANDARD
 EL0350'DISK STAMPED W 44 1934 PAINTED B.M.
 EL0350
 EL0350                          STATION RECOVERY (2018)
 EL0350
 EL0350'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (DR)
 EL0350'MARK OBLITERATED.  FOUND SETTING SEPARATED FROM MARK.
 EL0350
 EL0350                          STATION RECOVERY (2022)
 EL0350
 EL0350'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 EL0350'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0003 ***********************************************************************
 EL0003  DESIGNATION -  W 45
 EL0003  PID         -  EL0003
 EL0003  STATE/COUNTY-  OK/COAL
 EL0003  COUNTRY     -  US
 EL0003  USGS QUAD   -  TUPELO (2018)
 EL0003
 EL0003                         *CURRENT SURVEY CONTROL
 EL0003  ______________________________________________________________________
 EL0003* NAD 83(1986) POSITION- 34 34 40.     (N) 096 23 44.     (W)   SCALED
 EL0003* NAVD 88 ORTHO HEIGHT -   190.869 (meters)      626.21  (feet) ADJUSTED
 EL0003  ______________________________________________________________________
 EL0003  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 EL0003  DYNAMIC HEIGHT  -        190.681 (meters)      625.59  (feet) COMP
 EL0003  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 EL0003
 EL0003  VERT ORDER      -  SECOND    CLASS 0
 EL0003
 EL0003.The horizontal coordinates were scaled from a map and have
 EL0003.an estimated accuracy of +/- 6 seconds.
 EL0003
 EL0003.The orthometric height was determined by differential leveling and
 EL0003.adjusted by the NATIONAL GEODETIC SURVEY
 EL0003.in June 1991.
 EL0003
 EL0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0003.GEOID18 height accuracy estimate available here.
 EL0003
 EL0003.Click photographs - Photos may exist for this station.
 EL0003
 EL0003.The dynamic height is computed by dividing the NAVD 88
 EL0003.geopotential number by the normal gravity value computed on the
 EL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0003.degrees latitude (g = 980.6199 gals.).
 EL0003
 EL0003.The modeled gravity was interpolated from observed gravity values.
 EL0003
 EL0003;                    North         East    Units  Estimated Accuracy
 EL0003;SPC OK S     -   139,210.      747,200.      MT  (+/- 180 meters Scaled)
 EL0003
 EL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD389293(NAD 83)
 EL0003
 EL0003                          SUPERSEDED SURVEY CONTROL
 EL0003
 EL0003  NGVD 29 (??/??/92)  190.800  (m)          625.98   (f) ADJ UNCH    2 0
 EL0003
 EL0003.Superseded values are not recommended for survey control.
 EL0003
 EL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0003.See file dsdata.pdf to determine how the superseded data were derived.
 EL0003
 EL0003_MARKER: DB = BENCH MARK DISK
 EL0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0003_SP_SET: BRIDGE
 EL0003_STAMPING: W 45 1934
 EL0003_MARK LOGO: CGS
 EL0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0003
 EL0003  HISTORY     - Date     Condition        Report By
 EL0003  HISTORY     - 1934     MONUMENTED       CGS
 EL0003  HISTORY     - 1969     GOOD             CGS
 EL0003
 EL0003                          STATION DESCRIPTION
 EL0003
 EL0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0003'2.4 MI SE FROM TUPELO.
 EL0003'2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EL0003'RAILWAY FROM THE STATION AT TUPELO, COAL COUNTY, 50 FEET EAST
 EL0003'OF MILEPOST 15, AT BRIDGE 14 C, IN THE TOP OF THE NORTHEAST
 EL0003'CORNER OF THE WEST CONCRETE PIER, 7 FEET NORTH OF THE NORTH RAIL,
 EL0003'AND 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 EL0003'W 45 1934.
 EL0003
 EL0003                          STATION RECOVERY (1969)
 EL0003
 EL0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0298 ***********************************************************************
 GH0298  DESIGNATION -  W 46
 GH0298  PID         -  GH0298
 GH0298  STATE/COUNTY-  OK/NOBLE
 GH0298  COUNTRY     -  US
 GH0298  USGS QUAD   -  LUCIEN (2018)
 GH0298
 GH0298                         *CURRENT SURVEY CONTROL
 GH0298  ______________________________________________________________________
 GH0298* NAD 83(1986) POSITION- 36 16 33.     (N) 097 24 43.     (W)   SCALED
 GH0298* NAVD 88 ORTHO HEIGHT -   336.477 (meters)     1103.93  (feet) ADJUSTED
 GH0298  ______________________________________________________________________
 GH0298  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GH0298  DYNAMIC HEIGHT  -        336.173 (meters)     1102.93  (feet) COMP
 GH0298  MODELED GRAVITY -    979,720.2   (mgal)                       NAVD 88
 GH0298
 GH0298  VERT ORDER      -  SECOND    CLASS 0
 GH0298
 GH0298.The horizontal coordinates were scaled from a map and have
 GH0298.an estimated accuracy of +/- 6 seconds.
 GH0298
 GH0298.The orthometric height was determined by differential leveling and
 GH0298.adjusted by the NATIONAL GEODETIC SURVEY
 GH0298.in June 1991.
 GH0298
 GH0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0298.GEOID18 height accuracy estimate available here.
 GH0298
 GH0298.Click photographs - Photos may exist for this station.
 GH0298
 GH0298.The dynamic height is computed by dividing the NAVD 88
 GH0298.geopotential number by the normal gravity value computed on the
 GH0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0298.degrees latitude (g = 980.6199 gals.).
 GH0298
 GH0298.The modeled gravity was interpolated from observed gravity values.
 GH0298
 GH0298;                    North         East    Units  Estimated Accuracy
 GH0298;SPC OK N     -   141,720.      652,830.      MT  (+/- 180 meters Scaled)
 GH0298
 GH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF426157(NAD 83)
 GH0298
 GH0298                          SUPERSEDED SURVEY CONTROL
 GH0298
 GH0298  NGVD 29 (??/??/92)  336.334  (m)         1103.46   (f) ADJ UNCH    2 0
 GH0298
 GH0298.Superseded values are not recommended for survey control.
 GH0298
 GH0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0298.See file dsdata.pdf to determine how the superseded data were derived.
 GH0298
 GH0298_MARKER: DB = BENCH MARK DISK
 GH0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0298_STAMPING: W 46 1934
 GH0298_MARK LOGO: CGS
 GH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0298+STABILITY: SURFACE MOTION
 GH0298
 GH0298  HISTORY     - Date     Condition        Report By
 GH0298  HISTORY     - 1934     MONUMENTED       CGS
 GH0298
 GH0298                          STATION DESCRIPTION
 GH0298
 GH0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0298'6.9 MI W FROM PERRY.
 GH0298'6.9 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0298'THE CITY PARK AT PERRY, NOBLE COUNTY, 161 FEET WEST OF THE
 GH0298'FIFTH POLE EAST OF MILEPOST 516, 40 FEET NORTH OF THE CENTERLINE
 GH0298'OF THE TRACK, AND 10 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 GH0298'STANDARD DISK, STAMPED W 46 1934 AND SET IN THE TOP OF A CONCRETE
 GH0298'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0128 ***********************************************************************
 GH0128  DESIGNATION -  W 47
 GH0128  PID         -  GH0128
 GH0128  STATE/COUNTY-  OK/PAWNEE
 GH0128  COUNTRY     -  US
 GH0128  USGS QUAD   -  CASEY (2018)
 GH0128
 GH0128                         *CURRENT SURVEY CONTROL
 GH0128  ______________________________________________________________________
 GH0128* NAD 83(1986) POSITION- 36 17 50.     (N) 096 42 48.     (W)   SCALED
 GH0128* NAVD 88 ORTHO HEIGHT -   257.608 (meters)      845.17  (feet) ADJUSTED
 GH0128  ______________________________________________________________________
 GH0128  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 GH0128  DYNAMIC HEIGHT  -        257.383 (meters)      844.43  (feet) COMP
 GH0128  MODELED GRAVITY -    979,754.2   (mgal)                       NAVD 88
 GH0128
 GH0128  VERT ORDER      -  SECOND    CLASS 0
 GH0128
 GH0128.The horizontal coordinates were scaled from a map and have
 GH0128.an estimated accuracy of +/- 6 seconds.
 GH0128
 GH0128.The orthometric height was determined by differential leveling and
 GH0128.adjusted by the NATIONAL GEODETIC SURVEY
 GH0128.in June 1991.
 GH0128
 GH0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0128.GEOID18 height accuracy estimate available here.
 GH0128
 GH0128.Click photographs - Photos may exist for this station.
 GH0128
 GH0128.The dynamic height is computed by dividing the NAVD 88
 GH0128.geopotential number by the normal gravity value computed on the
 GH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0128.degrees latitude (g = 980.6199 gals.).
 GH0128
 GH0128.The modeled gravity was interpolated from observed gravity values.
 GH0128
 GH0128;                    North         East    Units  Estimated Accuracy
 GH0128;SPC OK N     -   144,700.      715,560.      MT  (+/- 180 meters Scaled)
 GH0128
 GH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF053193(NAD 83)
 GH0128
 GH0128                          SUPERSEDED SURVEY CONTROL
 GH0128
 GH0128  NGVD 29 (??/??/92)  257.502  (m)          844.82   (f) ADJ UNCH    2 0
 GH0128
 GH0128.Superseded values are not recommended for survey control.
 GH0128
 GH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0128.See file dsdata.pdf to determine how the superseded data were derived.
 GH0128
 GH0128_MARKER: DB = BENCH MARK DISK
 GH0128_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GH0128+WITH SETTING: PAVEMENT
 GH0128_SP_SET: SIGNAL BASE
 GH0128_STAMPING: W 47 1934
 GH0128_MARK LOGO: CGS
 GH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0128+STABILITY: SURFACE MOTION
 GH0128
 GH0128  HISTORY     - Date     Condition        Report By
 GH0128  HISTORY     - 1934     MONUMENTED       CGS
 GH0128  HISTORY     - 1976     MARK NOT FOUND   USGS
 GH0128
 GH0128                          STATION DESCRIPTION
 GH0128
 GH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0128'AT CASEY.
 GH0128'AT CASEY, PAWNEE COUNTY, 57 FEET NORTHEAST OF THE JUNCTION OF
 GH0128'THE ST. LOUIS-SAN FRANCISCO RAILWAY AND THE ATCHISON, TOPEKA
 GH0128'AND SANTA FE RAILWAY, 19 FEET NORTH OF THE CENTERLINE OF THE
 GH0128'ST. LOUIS-SAN FRANCISCO RAILWAY TRACK, 15 FEET SOUTH OF THE
 GH0128'CENTERLINE OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK,
 GH0128'AND IN THE TOP OF AN OLD BLOCK-SIGNAL BASE.  A STANDARD DISK,
 GH0128'STAMPED W 47 1934.
 GH0128
 GH0128                          STATION RECOVERY (1976)
 GH0128
 GH0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 GH0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0139 ***********************************************************************
 FJ0139  DESIGNATION -  W 48
 FJ0139  PID         -  FJ0139
 FJ0139  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0139  COUNTRY     -  US
 FJ0139  USGS QUAD   -  SHAWNEE (2018)
 FJ0139
 FJ0139                         *CURRENT SURVEY CONTROL
 FJ0139  ______________________________________________________________________
 FJ0139* NAD 83(1986) POSITION- 35 21 22.     (N) 096 54 59.     (W)   SCALED
 FJ0139* NAVD 88 ORTHO HEIGHT -   322.739 (meters)     1058.85  (feet) ADJUSTED
 FJ0139  ______________________________________________________________________
 FJ0139  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 FJ0139  DYNAMIC HEIGHT  -        322.433 (meters)     1057.85  (feet) COMP
 FJ0139  MODELED GRAVITY -    979,676.6   (mgal)                       NAVD 88
 FJ0139
 FJ0139  VERT ORDER      -  SECOND    CLASS 0
 FJ0139
 FJ0139.The horizontal coordinates were scaled from a map and have
 FJ0139.an estimated accuracy of +/- 6 seconds.
 FJ0139
 FJ0139.The orthometric height was determined by differential leveling and
 FJ0139.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0139.in June 1991.
 FJ0139
 FJ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0139.GEOID18 height accuracy estimate available here.
 FJ0139
 FJ0139.Click photographs - Photos may exist for this station.
 FJ0139
 FJ0139.The dynamic height is computed by dividing the NAVD 88
 FJ0139.geopotential number by the normal gravity value computed on the
 FJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0139.degrees latitude (g = 980.6199 gals.).
 FJ0139
 FJ0139.The modeled gravity was interpolated from observed gravity values.
 FJ0139
 FJ0139;                    North         East    Units  Estimated Accuracy
 FJ0139;SPC OK S     -   224,910.      698,490.      MT  (+/- 180 meters Scaled)
 FJ0139
 FJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE893145(NAD 83)
 FJ0139
 FJ0139                          SUPERSEDED SURVEY CONTROL
 FJ0139
 FJ0139  NGVD 29 (??/??/92)  322.651  (m)         1058.56   (f) ADJ UNCH    2 0
 FJ0139
 FJ0139.Superseded values are not recommended for survey control.
 FJ0139
 FJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0139.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0139
 FJ0139_MARKER: DB = BENCH MARK DISK
 FJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0139_STAMPING: W 48 1934
 FJ0139_MARK LOGO: CGS
 FJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0139+STABILITY: SURFACE MOTION
 FJ0139
 FJ0139  HISTORY     - Date     Condition        Report By
 FJ0139  HISTORY     - 1934     MONUMENTED       CGS
 FJ0139  HISTORY     - 1972     MARK NOT FOUND   NGS
 FJ0139
 FJ0139                          STATION DESCRIPTION
 FJ0139
 FJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0139'2 MI N FROM SHAWNEE.
 FJ0139'ABOUT 2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0139'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, ABOUT
 FJ0139'150 FEET NORTH OF MILEPOST 130, AND 33 FEET WEST OF THE CENTER
 FJ0139'LINE OF THE TRACK.  A STANDARD DISK, STAMPED W 48 1934 AND SET
 FJ0139'IN THE TOP OF A CONCRETE POST.  NOTE-- POSITION NOW PUTS BM IN
 FJ0139'DEEP CUT ALONG RR.
 FJ0139
 FJ0139                          STATION RECOVERY (1972)
 FJ0139
 FJ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FJ0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0143 ***********************************************************************
 GH0143  DESIGNATION -  W 49
 GH0143  PID         -  GH0143
 GH0143  STATE/COUNTY-  OK/PAYNE
 GH0143  COUNTRY     -  US
 GH0143  USGS QUAD   -  YALE (2018)
 GH0143
 GH0143                         *CURRENT SURVEY CONTROL
 GH0143  ______________________________________________________________________
 GH0143* NAD 83(1986) POSITION- 36 06 45.     (N) 096 42 07.     (W)   SCALED
 GH0143* NAVD 88 ORTHO HEIGHT -   248.182 (meters)      814.24  (feet) ADJUSTED
 GH0143  ______________________________________________________________________
 GH0143  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 GH0143  DYNAMIC HEIGHT  -        247.962 (meters)      813.52  (feet) COMP
 GH0143  MODELED GRAVITY -    979,742.9   (mgal)                       NAVD 88
 GH0143
 GH0143  VERT ORDER      -  SECOND    CLASS 0
 GH0143
 GH0143.The horizontal coordinates were scaled from a map and have
 GH0143.an estimated accuracy of +/- 6 seconds.
 GH0143
 GH0143.The orthometric height was determined by differential leveling and
 GH0143.adjusted by the NATIONAL GEODETIC SURVEY
 GH0143.in June 1991.
 GH0143
 GH0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0143.GEOID18 height accuracy estimate available here.
 GH0143
 GH0143.Click photographs - Photos may exist for this station.
 GH0143
 GH0143.The dynamic height is computed by dividing the NAVD 88
 GH0143.geopotential number by the normal gravity value computed on the
 GH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0143.degrees latitude (g = 980.6199 gals.).
 GH0143
 GH0143.The modeled gravity was interpolated from observed gravity values.
 GH0143
 GH0143;                    North         East    Units  Estimated Accuracy
 GH0143;SPC OK N     -   124,220.      716,860.      MT  (+/- 180 meters Scaled)
 GH0143
 GH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE068988(NAD 83)
 GH0143
 GH0143                          SUPERSEDED SURVEY CONTROL
 GH0143
 GH0143  NGVD 29 (??/??/92)  248.086  (m)          813.93   (f) ADJ UNCH    2 0
 GH0143
 GH0143.Superseded values are not recommended for survey control.
 GH0143
 GH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0143.See file dsdata.pdf to determine how the superseded data were derived.
 GH0143
 GH0143_MARKER: DB = BENCH MARK DISK
 GH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0143_STAMPING: W 49 1934
 GH0143_MARK LOGO: CGS
 GH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0143+STABILITY: SURFACE MOTION
 GH0143
 GH0143  HISTORY     - Date     Condition        Report By
 GH0143  HISTORY     - 1934     MONUMENTED       CGS
 GH0143
 GH0143                          STATION DESCRIPTION
 GH0143
 GH0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0143'AT YALE.
 GH0143'AT YALE 190 FEET SOUTH OF THE SOUTH END OF THE ATCHISON TOPEKA
 GH0143'AND SANTA FE RAILROAD DEPOT.  36 FEET NORTH OF SMALL RED OUT
 GH0143'BUILDING 32 FEET EAST OF THE CENTERLINE OF MAIN TRACK.  10 FEET
 GH0143'EAST OF SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0573 ***********************************************************************
 FH0573  DESIGNATION -  W 5
 FH0573  PID         -  FH0573
 FH0573  STATE/COUNTY-  OK/HASKELL
 FH0573  COUNTRY     -  US
 FH0573  USGS QUAD   -  KINTA (2018)
 FH0573
 FH0573                         *CURRENT SURVEY CONTROL
 FH0573  ______________________________________________________________________
 FH0573* NAD 83(1986) POSITION- 35 06 56.     (N) 095 14 37.     (W)   SCALED
 FH0573* NAVD 88 ORTHO HEIGHT -   163.327 (meters)      535.85  (feet) ADJUSTED
 FH0573  ______________________________________________________________________
 FH0573  GEOID HEIGHT    -        -30.888 (meters)                     GEOID18
 FH0573  DYNAMIC HEIGHT  -        163.165 (meters)      535.32  (feet) COMP
 FH0573  MODELED GRAVITY -    979,640.1   (mgal)                       NAVD 88
 FH0573
 FH0573  VERT ORDER      -  FIRST     CLASS II
 FH0573
 FH0573.The horizontal coordinates were scaled from a map and have
 FH0573.an estimated accuracy of +/- 6 seconds.
 FH0573
 FH0573.The orthometric height was determined by differential leveling and
 FH0573.adjusted by the NATIONAL GEODETIC SURVEY
 FH0573.in June 1991.
 FH0573
 FH0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0573.GEOID18 height accuracy estimate available here.
 FH0573
 FH0573.Click photographs - Photos may exist for this station.
 FH0573
 FH0573.The dynamic height is computed by dividing the NAVD 88
 FH0573.geopotential number by the normal gravity value computed on the
 FH0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0573.degrees latitude (g = 980.6199 gals.).
 FH0573
 FH0573.The modeled gravity was interpolated from observed gravity values.
 FH0573
 FH0573;                    North         East    Units  Estimated Accuracy
 FH0573;SPC OK S     -   201,130.      851,240.      MT  (+/- 180 meters Scaled)
 FH0573
 FH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU955881(NAD 83)
 FH0573
 FH0573                          SUPERSEDED SURVEY CONTROL
 FH0573
 FH0573  NGVD 29 (??/??/92)  163.218  (m)          535.49   (f) ADJ UNCH    1 2
 FH0573
 FH0573.Superseded values are not recommended for survey control.
 FH0573
 FH0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0573.See file dsdata.pdf to determine how the superseded data were derived.
 FH0573
 FH0573_MARKER: DB = BENCH MARK DISK
 FH0573_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0573_STAMPING: 535.491 W 5 1933
 FH0573_MARK LOGO: CGS
 FH0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0573
 FH0573  HISTORY     - Date     Condition        Report By
 FH0573  HISTORY     - 1933     MONUMENTED       CGS
 FH0573  HISTORY     - 1959     GOOD             CGS
 FH0573
 FH0573                          STATION DESCRIPTION
 FH0573
 FH0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0573'AT KINTA.
 FH0573'AT KINTA, HASKELL COUNTY, 19 FEET EAST OF THE EAST END OF THE
 FH0573'OLD ABANDONED FORT SMITH AND WESTERN RAILWAY STATION, AND 97
 FH0573'FEET NORTH OF THE OLD ROADBED.  A STANDARD DISK, STAMPED 535.491
 FH0573'W 5 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 0.15
 FH0573'MILE SOUTH OF THE VILLAGE OF KINTA, ABOUT 25 YARDS NORTHEAST
 FH0573'OF AN OLD SHACK COVERED WITH RED SIDING AND ABOUT 9 FEET SOUTHEAST
 FH0573'OF A LARGE ELM TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0188 ***********************************************************************
 GH0188  DESIGNATION -  W 50
 GH0188  PID         -  GH0188
 GH0188  STATE/COUNTY-  OK/KAY
 GH0188  COUNTRY     -  US
 GH0188  USGS QUAD   -  KAW CITY (2018)
 GH0188
 GH0188                         *CURRENT SURVEY CONTROL
 GH0188  ______________________________________________________________________
 GH0188* NAD 83(1986) POSITION- 36 45 56.     (N) 096 50 06.     (W)   SCALED
 GH0188* NAVD 88 ORTHO HEIGHT -   298.696 (meters)      979.97  (feet) ADJUSTED
 GH0188  ______________________________________________________________________
 GH0188  GEOID HEIGHT    -        -28.891 (meters)                     GEOID18
 GH0188  DYNAMIC HEIGHT  -        298.441 (meters)      979.14  (feet) COMP
 GH0188  MODELED GRAVITY -    979,768.4   (mgal)                       NAVD 88
 GH0188
 GH0188  VERT ORDER      -  SECOND    CLASS 0
 GH0188
 GH0188.The horizontal coordinates were scaled from a map and have
 GH0188.an estimated accuracy of +/- 6 seconds.
 GH0188
 GH0188.The orthometric height was determined by differential leveling and
 GH0188.adjusted by the NATIONAL GEODETIC SURVEY
 GH0188.in June 1991.
 GH0188
 GH0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0188.GEOID18 height accuracy estimate available here.
 GH0188
 GH0188.Click photographs - Photos may exist for this station.
 GH0188
 GH0188.The dynamic height is computed by dividing the NAVD 88
 GH0188.geopotential number by the normal gravity value computed on the
 GH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0188.degrees latitude (g = 980.6199 gals.).
 GH0188
 GH0188.The modeled gravity was interpolated from observed gravity values.
 GH0188
 GH0188;                    North         East    Units  Estimated Accuracy
 GH0188;SPC OK N     -   196,520.      704,010.      MT  (+/- 180 meters Scaled)
 GH0188
 GH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF932710(NAD 83)
 GH0188
 GH0188                          SUPERSEDED SURVEY CONTROL
 GH0188
 GH0188  NGVD 29 (??/??/92)  298.576  (m)          979.58   (f) ADJ UNCH    2 0
 GH0188
 GH0188.Superseded values are not recommended for survey control.
 GH0188
 GH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0188.See file dsdata.pdf to determine how the superseded data were derived.
 GH0188
 GH0188_MARKER: DB = BENCH MARK DISK
 GH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0188_STAMPING: W 50 1934
 GH0188_MARK LOGO: CGS
 GH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0188+STABILITY: SURFACE MOTION
 GH0188
 GH0188  HISTORY     - Date     Condition        Report By
 GH0188  HISTORY     - 1934     MONUMENTED       CGS
 GH0188  HISTORY     - 1940     MARK NOT FOUND   CGS
 GH0188
 GH0188                          STATION DESCRIPTION
 GH0188
 GH0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0188'AT KAW.
 GH0188'AT KAW, KAY COUNTY, ABOUT 850 FEET WEST OF THE ATCHISON, TOPEKA
 GH0188'AND SANTA FE RAILWAY STATION, ABOUT 905 FEET EAST OF MILEPOST
 GH0188'17, ABOUT 260 FEET SOUTHEAST OF THE JOHNSON OIL CO. STORAGE
 GH0188'TANKS, 65 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK,
 GH0188'AND 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0188'STAMPED W 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0188
 GH0188                          STATION RECOVERY (1940)
 GH0188
 GH0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0224 ***********************************************************************
 EL0224  FBN         -  This is a Federal Base Network Control Station.
 EL0224  DESIGNATION -  W 56
 EL0224  PID         -  EL0224
 EL0224  STATE/COUNTY-  OK/PONTOTOC
 EL0224  COUNTRY     -  US
 EL0224  USGS QUAD   -  ROFF SOUTH (2018)
 EL0224
 EL0224                         *CURRENT SURVEY CONTROL
 EL0224  ______________________________________________________________________
 EL0224* NAD 83(2011) POSITION- 34 36 27.73849(N) 096 51 18.47379(W)   ADJUSTED
 EL0224* NAD 83(2011) ELLIP HT-   364.341 (meters)        (06/27/12)   ADJUSTED
 EL0224* NAD 83(2011) EPOCH   -  2010.00
 EL0224* NAVD 88 ORTHO HEIGHT -   389.875 (meters)     1279.11  (feet) ADJUSTED
 EL0224  ______________________________________________________________________
 EL0224  GEOID HEIGHT    -        -25.545 (meters)                     GEOID18
 EL0224  NAD 83(2011) X  -   -627,301.124 (meters)                     COMP
 EL0224  NAD 83(2011) Y  - -5,217,995.100 (meters)                     COMP
 EL0224  NAD 83(2011) Z  -  3,602,339.157 (meters)                     COMP
 EL0224  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 EL0224  DYNAMIC HEIGHT  -        389.488 (meters)     1277.85  (feet) COMP
 EL0224  MODELED GRAVITY -    979,630.2   (mgal)                       NAVD 88
 EL0224
 EL0224  VERT ORDER      -  SECOND    CLASS 0
 EL0224
 EL0224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0224  Standards:
 EL0224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0224  -------------------------------------------------------------------
 EL0224  NETWORK    0.57   1.18           0.25   0.21   0.60      0.09148009
 EL0224  -------------------------------------------------------------------
 EL0224  Click here for local accuracies and other accuracy information.
 EL0224
 EL0224.The horizontal coordinates were established by GPS observations
 EL0224.and adjusted by the National Geodetic Survey in June 2012.
 EL0224
 EL0224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0224.been affixed to the stable North American tectonic plate. See 
 EL0224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0224
 EL0224.The horizontal coordinates are valid at the epoch date displayed above
 EL0224.which is a decimal equivalence of Year/Month/Day.
 EL0224
 EL0224.The orthometric height was determined by differential leveling and
 EL0224.adjusted by the NATIONAL GEODETIC SURVEY
 EL0224.in June 1991.
 EL0224
 EL0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0224.GEOID18 height accuracy estimate available here.
 EL0224
 EL0224.Click photographs - Photos may exist for this station.
 EL0224
 EL0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0224
 EL0224.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0224
 EL0224.The ellipsoidal height was determined by GPS observations
 EL0224.and is referenced to NAD 83.
 EL0224
 EL0224.The dynamic height is computed by dividing the NAVD 88
 EL0224.geopotential number by the normal gravity value computed on the
 EL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0224.degrees latitude (g = 980.6199 gals.).
 EL0224
 EL0224.The modeled gravity was interpolated from observed gravity values.
 EL0224
 EL0224. The following values were computed from the NAD 83(2011) position.
 EL0224
 EL0224;                    North         East     Units Scale Factor Converg.
 EL0224;SPC OK S     -   141,953.041   705,000.313   MT  0.99993603   +0 38 59.4
 EL0224;SPC OK S     -   465,724.27  2,312,988.53   sFT  0.99993603   +0 38 59.4
 EL0224;UTM  14      - 3,831,631.767   696,668.732   MT  1.00007676   +1 13 06.9
 EL0224
 EL0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0224!SPC OK S     -   0.99994281  x   0.99993603  =   0.99987884
 EL0224!UTM  14      -   0.99994281  x   1.00007676  =   1.00001957
 EL0224
 EL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD9666831631(NAD 83)
 EL0224
 EL0224                          SUPERSEDED SURVEY CONTROL
 EL0224
 EL0224  NAD 83(2007)-  34 36 27.73842(N)    096 51 18.47428(W) AD(2002.00) 0
 EL0224  ELLIP H (02/10/07)  364.357  (m)                       GP(2002.00)    
 EL0224  ELLIP H (06/09/00)  364.356  (m)                       GP(       ) 2 2
 EL0224  NAD 83(1993)-  34 36 27.73808(N)    096 51 18.47422(W) AD(       ) B
 EL0224  ELLIP H (05/09/94)  364.414  (m)                       GP(       ) 4 2
 EL0224  NAD 83(1986)-  34 36 27.74339(N)    096 51 18.45980(W) AD(       ) 2
 EL0224  NAVD 88             389.87   (m)         1279.1    (f) LEVELING    3  
 EL0224  NGVD 29 (??/??/92)  389.776  (m)         1278.79   (f) ADJ UNCH    2 0
 EL0224  NGVD 29 (11/30/89)  390.     (m)  RAPSU86  model used  GPS OBS        
 EL0224
 EL0224.Superseded values are not recommended for survey control.
 EL0224
 EL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0224.See file dsdata.pdf to determine how the superseded data were derived.
 EL0224
 EL0224_MARKER: DB = BENCH MARK DISK
 EL0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0224_STAMPING: W 56 1934
 EL0224_MARK LOGO: CGS
 EL0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0224+STABILITY: SURFACE MOTION
 EL0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0224+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1999
 EL0224
 EL0224  HISTORY     - Date     Condition        Report By
 EL0224  HISTORY     - 1934     MONUMENTED       CGS
 EL0224  HISTORY     - 19890301 GOOD             NGS
 EL0224  HISTORY     - 19930504 GOOD             NGS
 EL0224  HISTORY     - 19990819 GOOD             NGS
 EL0224
 EL0224                          STATION DESCRIPTION
 EL0224
 EL0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0224'1.4 MI S FROM ROFF.
 EL0224'1.4 MILES SOUTH OF STL. AND SF RR. STATION AT ROFF.  150 FEET
 EL0224'SOUTH OF MILE POLE 564/25.  48 FEET EAST OF NEAREST RAIL OF
 EL0224'ST. LOUIS AND SAN FRANCISCO RAILWAY TRACK.  30 FEET SOUTH OF
 EL0224'CENTER LINE OF SECTION LINE ROAD, ONE MILE NORTH PONTOTOC AND
 EL0224'MURRAY COUNTY LINE.  INSIDE OF RAILROAD PROPERTY FENCE.
 EL0224
 EL0224                          STATION RECOVERY (1989)
 EL0224
 EL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EL0224'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EL0224'FOLLOWS.
 EL0224'THE STATION IS LOCATED ABOUT 23.4 KM (14.55 MI) NORTH-NORTHWEST OF
 EL0224'MILL CREEK, 14.8 KM (9.20 MI) NORTHEAST OF SULPHUR, AND 2.5 KM
 EL0224'(1.55 MI) SOUTHWEST OF ROFF.  OWNERSHIP--PONTOTOC COUNTY.
 EL0224'TO REACH THE STATION FROM THE POST OFFFICE IN ROFF, GO SOUTHERLY ON
 EL0224'STATE HIGHWAY 1 FOR 2.4 KM (1.50 MI) TO A GRAVEL ROAD ON THE RIGHT.
 EL0224'TURN RIGHT AND GO WEST ON COUNTY ROAD 166 FOR 0.9 KM (0.55 MI) TO THE
 EL0224'STATION ON THE LEFT, JUST BEFORE CROSSING THE BURLINGTON NORTHERN
 EL0224'RAILROAD.
 EL0224'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 EL0224'CONCRETE POST THAT PROJECTS 30 CM ABOVE THE GROUND.  LOCATED 14.0 M
 EL0224'(45.9 FT) EAST OF THE NEAR RAIL, 7.0 M (23.0 FT) SOUTH OF THE CENTER
 EL0224'OF THE ROAD, 3.1 M (10.2 FT) NORTHWEST OF THE CENTER OF A GATE AND
 EL0224'FIELD ENTRANCE, 1.9 M (6.2 FT) NORTH-NORTHWEST OF A FENCE CORNER, AND
 EL0224'0.6 M (2.0 FT) WEST OF A CARSONITE WITNESS POST.
 EL0224'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
 EL0224
 EL0224                          STATION RECOVERY (1993)
 EL0224
 EL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EL0224'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) SOUTHWEST OF ADA, 14 KM
 EL0224'(8.70 MI) NORTHEAST OF SULPHUR, 2 KM (1.25 MI) SOUTH OF ROFF IN LOW
 EL0224'BRUSH IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF A GRAVEL ROAD AND
 EL0224'A RAILROAD AND IN THE RAILROAD RIGHT-OF-WAY.  OWNERSHIP--ST LOUIS SAN
 EL0224'FRANCISCO RAILROAD.
 EL0224'TO REACH FROM THE T-JUNCTION OF STATE HIGHWAY 1 AND THE NORTH END OF
 EL0224'THE CHICKISAW TURNPIKE, ABOUT 5 KM (3.10 MI) NORTH OF ROFF, GO SOUTH
 EL0224'ON HIGHWAY 1 FOR 5.8 KM (3.60 MI) TO INTERSECTION OF STATE HIGHWAY 1
 EL0224'(MAIN STREET) AND BROADWAY, ON THE EAST SIDE OF THE HIGH SCHOOL IN
 EL0224'THE CENTER ROFF.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 1 FOR 1.17 KM
 EL0224'(0.70 MI) TO A GRAVEL ROAD ON THE LEFT (CHOCTAW ROAD) AND A
 EL0224'TRANSMISSION TOWER ON THE RIGHT ON THE SOUTH SIDE OF ROFF.  CONTINUE
 EL0224'AHEAD, SOUTH, ON HIGHWAY 1 FOR 1.33 KM (0.80 MI) TO A GRAVEL ROAD ON
 EL0224'THE RIGHT (COUNTY ROAD 166).  TURN RIGHT, WEST, ON COUNTY ROAD 166
 EL0224'FOR 0.95 KM (0.60 MI) TO THE STATION ON THE LEFT JUST BEFORE A
 EL0224'RAILROAD CROSSING.
 EL0224'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 EL0224'PROJECTING 25 CM.  IT IS 14.0 M (45.9 FT) EAST FROM THE EAST RAIL OF
 EL0224'THE RAILROAD TRACKS, 7.1 M (23.3 FT) SOUTH FROM THE CENTER OF THE
 EL0224'GRAVEL ROAD, 10.2 M (33.5 FT) NORTH-NORTHEAST FROM A POWER POLE, 2.3
 EL0224'M (7.5 FT) NORTH FROM TELEPHONE CABLE POST NUMBER RPL 835 1057, 1.9 M
 EL0224'(6.2 FT) NORTH-NORTHWEST FROM A STEEL FENCE CORNER POST AT A GATE,
 EL0224'AND 0.55 M (1.80 FT) WEST FROM A FIBERGLASS WITNESS POST.
 EL0224'DESCRIBED BY D.G. AUG
 EL0224
 EL0224                          STATION RECOVERY (1999)
 EL0224
 EL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EL0224'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF THE CENTER
 EL0224'OF ROFF AND JUST SOUTHEAST OF A RAILROAD CROSSING A GRAVEL ROAD.
 EL0224'OWNERSHIP--ST LOUIS AND SAN FRANCISCO RAILROAD.  TO REACH THE STATION
 EL0224'FROM THE POST OFFICE IN ROFF, LOCATED AT THE JUNCTION OF MAIN STREET
 EL0224'(STATE HIGHWAY 1) AND 9TH STREET, GO SOUTH ON MAIN STREET (HIGHWAY 1)
 EL0224'FOR 2.33 KM (1.45 MI) TO THE JUNCTION OF A GRAVEL ROAD ON THE RIGHT.
 EL0224'TURN RIGHT, WEST ON THE ROAD FOR 0.97 KM (0.60 MI) TO THE STATION ON
 EL0224'THE LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM CONCRETE POST
 EL0224'PROJECTING 20 CM ABOVE GROUND.  LOCATED 14.02 M (46.00 FT) EAST OF THE
 EL0224'EAST RAIL OF THE TRACKS, 7.17 M (23.52 FT) SOUTH OF THE CENTER OF THE
 EL0224'ROAD, 1.9 M (6.2 FT) NORTH-NORTHWEST OF THE NORTHEAST METAL CORNER
 EL0224'GATE POST OF A FENCE AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS
 EL0224'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0048 ***********************************************************************
 EL0048  DESIGNATION -  W 57
 EL0048  PID         -  EL0048
 EL0048  STATE/COUNTY-  OK/HUGHES
 EL0048  COUNTRY     -  US
 EL0048  USGS QUAD   -  ALLEN (2018)
 EL0048
 EL0048                         *CURRENT SURVEY CONTROL
 EL0048  ______________________________________________________________________
 EL0048* NAD 83(1986) POSITION- 34 59 58.     (N) 096 27 38.     (W)   SCALED
 EL0048* NAVD 88 ORTHO HEIGHT -   238.041 (meters)      780.97  (feet) ADJUSTED
 EL0048  ______________________________________________________________________
 EL0048  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 EL0048  DYNAMIC HEIGHT  -        237.810 (meters)      780.22  (feet) COMP
 EL0048  MODELED GRAVITY -    979,659.1   (mgal)                       NAVD 88
 EL0048
 EL0048  VERT ORDER      -  SECOND    CLASS 0
 EL0048
 EL0048.The horizontal coordinates were scaled from a map and have
 EL0048.an estimated accuracy of +/- 6 seconds.
 EL0048
 EL0048.The orthometric height was determined by differential leveling and
 EL0048.adjusted by the NATIONAL GEODETIC SURVEY
 EL0048.in June 1991.
 EL0048
 EL0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0048.GEOID18 height accuracy estimate available here.
 EL0048
 EL0048.Click photographs - Photos may exist for this station.
 EL0048
 EL0048.The dynamic height is computed by dividing the NAVD 88
 EL0048.geopotential number by the normal gravity value computed on the
 EL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0048.degrees latitude (g = 980.6199 gals.).
 EL0048
 EL0048.The modeled gravity was interpolated from observed gravity values.
 EL0048
 EL0048;                    North         East    Units  Estimated Accuracy
 EL0048;SPC OK S     -   185,890.      740,520.      MT  (+/- 180 meters Scaled)
 EL0048
 EL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD317759(NAD 83)
 EL0048
 EL0048                          SUPERSEDED SURVEY CONTROL
 EL0048
 EL0048  NGVD 29 (??/??/92)  237.940  (m)          780.64   (f) ADJ UNCH    2 0
 EL0048
 EL0048.Superseded values are not recommended for survey control.
 EL0048
 EL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0048.See file dsdata.pdf to determine how the superseded data were derived.
 EL0048
 EL0048_MARKER: DB = BENCH MARK DISK
 EL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0048_STAMPING: W 57 1934
 EL0048_MARK LOGO: CGS
 EL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0048+STABILITY: SURFACE MOTION
 EL0048
 EL0048  HISTORY     - Date     Condition        Report By
 EL0048  HISTORY     - 1934     MONUMENTED       CGS
 EL0048  HISTORY     - 1969     GOOD             CGS
 EL0048
 EL0048                          STATION DESCRIPTION
 EL0048
 EL0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0048'1.6 MI SW FROM SPAULDING.
 EL0048'1.6 MILES SOUTHWEST OF STL AND SF RR. STATION AT SPAULDING 300
 EL0048'FEET EAST OF MILE 526/25.  36 FEET NORTH OF NEAREST RAIL OF STL
 EL0048'AND SF RAILWAY TRACK.  18 FEET SOUTH OF THE CENTER LINE OF
 EL0048'SECTION LINE ROAD.  INSIDE OF RAILWAY PROPERTY FENCE.
 EL0048
 EL0048                          STATION RECOVERY (1969)
 EL0048
 EL0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0491 ***********************************************************************
 FH0491  DESIGNATION -  W 59
 FH0491  PID         -  FH0491
 FH0491  STATE/COUNTY-  OK/MUSKOGEE
 FH0491  COUNTRY     -  US
 FH0491  USGS QUAD   -  BRAGGS (2018)
 FH0491
 FH0491                         *CURRENT SURVEY CONTROL
 FH0491  ______________________________________________________________________
 FH0491* NAD 83(1986) POSITION- 35 40 48.     (N) 095 13 02.     (W)   SCALED
 FH0491* NAVD 88 ORTHO HEIGHT -   162.673 (meters)      533.70  (feet) ADJUSTED
 FH0491  ______________________________________________________________________
 FH0491  GEOID HEIGHT    -        -29.505 (meters)                     GEOID18
 FH0491  DYNAMIC HEIGHT  -        162.525 (meters)      533.22  (feet) COMP
 FH0491  MODELED GRAVITY -    979,721.4   (mgal)                       NAVD 88
 FH0491
 FH0491  VERT ORDER      -  SECOND    CLASS 0
 FH0491
 FH0491.The horizontal coordinates were scaled from a map and have
 FH0491.an estimated accuracy of +/- 6 seconds.
 FH0491
 FH0491.The orthometric height was determined by differential leveling and
 FH0491.adjusted by the NATIONAL GEODETIC SURVEY
 FH0491.in June 1991.
 FH0491
 FH0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0491.GEOID18 height accuracy estimate available here.
 FH0491
 FH0491.Click photographs - Photos may exist for this station.
 FH0491
 FH0491.The dynamic height is computed by dividing the NAVD 88
 FH0491.geopotential number by the normal gravity value computed on the
 FH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0491.degrees latitude (g = 980.6199 gals.).
 FH0491
 FH0491.The modeled gravity was interpolated from observed gravity values.
 FH0491
 FH0491;                    North         East    Units  Estimated Accuracy
 FH0491;SPC OK N     -    79,060.      851,880.      MT  (+/- 180 meters Scaled)
 FH0491
 FH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV993507(NAD 83)
 FH0491
 FH0491                          SUPERSEDED SURVEY CONTROL
 FH0491
 FH0491  NGVD 29 (??/??/92)  162.549  (m)          533.30   (f) ADJ UNCH    2 0
 FH0491
 FH0491.Superseded values are not recommended for survey control.
 FH0491
 FH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0491.See file dsdata.pdf to determine how the superseded data were derived.
 FH0491
 FH0491_MARKER: DB = BENCH MARK DISK
 FH0491_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0491_STAMPING: W 59 1934
 FH0491_MARK LOGO: CGS
 FH0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0491
 FH0491  HISTORY     - Date     Condition        Report By
 FH0491  HISTORY     - 1934     MONUMENTED       CGS
 FH0491  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0491
 FH0491                          STATION DESCRIPTION
 FH0491
 FH0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0491'1.4 MI NW FROM BRAGGS.
 FH0491'1.4 MILES NORTHWEST OF M-P RR. STATION AT BRAGGS 241 FEET
 FH0491'NORTHWEST OF MILE POLE 559.  64 FEET SOUTH OF NEAREST RAIL OF
 FH0491'MISSOURI-PACIFIC RAILWAY TRACK.  21 FEET EAST OF CENTER LINE
 FH0491'OF SECTION LINE ROAD.  IN-SIDE OF RAILROAD PROPERTY FENCE.
 FH0491
 FH0491                          STATION RECOVERY (1960)
 FH0491
 FH0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0036 ***********************************************************************
 FJ0036  DESIGNATION -  W 6
 FJ0036  PID         -  FJ0036
 FJ0036  STATE/COUNTY-  OK/OKFUSKEE
 FJ0036  COUNTRY     -  US
 FJ0036  USGS QUAD   -  DUSTIN (2018)
 FJ0036
 FJ0036                         *CURRENT SURVEY CONTROL
 FJ0036  ______________________________________________________________________
 FJ0036* NAD 83(1986) POSITION- 35 19 21.     (N) 096 05 02.     (W)   SCALED
 FJ0036* NAVD 88 ORTHO HEIGHT -   207.379 (meters)      680.38  (feet) ADJUSTED
 FJ0036  ______________________________________________________________________
 FJ0036  GEOID HEIGHT    -        -28.956 (meters)                     GEOID18
 FJ0036  DYNAMIC HEIGHT  -        207.180 (meters)      679.72  (feet) COMP
 FJ0036  MODELED GRAVITY -    979,673.4   (mgal)                       NAVD 88
 FJ0036
 FJ0036  VERT ORDER      -  FIRST     CLASS II
 FJ0036
 FJ0036.The horizontal coordinates were scaled from a map and have
 FJ0036.an estimated accuracy of +/- 6 seconds.
 FJ0036
 FJ0036.The orthometric height was determined by differential leveling and
 FJ0036.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0036.in June 1991.
 FJ0036
 FJ0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0036.GEOID18 height accuracy estimate available here.
 FJ0036
 FJ0036.Click photographs - Photos may exist for this station.
 FJ0036
 FJ0036.The dynamic height is computed by dividing the NAVD 88
 FJ0036.geopotential number by the normal gravity value computed on the
 FJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0036.degrees latitude (g = 980.6199 gals.).
 FJ0036
 FJ0036.The modeled gravity was interpolated from observed gravity values.
 FJ0036
 FJ0036;                    North         East    Units  Estimated Accuracy
 FJ0036;SPC OK N     -    37,500.      774,230.      MT  (+/- 180 meters Scaled)
 FJ0036
 FJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE650127(NAD 83)
 FJ0036
 FJ0036                          SUPERSEDED SURVEY CONTROL
 FJ0036
 FJ0036  NGVD 29 (??/??/92)  207.268  (m)          680.01   (f) ADJ UNCH    1 2
 FJ0036
 FJ0036.Superseded values are not recommended for survey control.
 FJ0036
 FJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0036.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0036
 FJ0036_MARKER: DB = BENCH MARK DISK
 FJ0036_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0036_STAMPING: W 6 1933
 FJ0036_MARK LOGO: CGS
 FJ0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0036+STABILITY: POSITION/ELEVATION WELL
 FJ0036
 FJ0036  HISTORY     - Date     Condition        Report By
 FJ0036  HISTORY     - 1933     MONUMENTED       CGS
 FJ0036  HISTORY     - 1944     POOR             CGS
 FJ0036
 FJ0036                          STATION DESCRIPTION
 FJ0036
 FJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0036'3.1 MI SE FROM WELEETKA.
 FJ0036'3.1 MILES S.E. OF WELEETKA, ON THE FT. S. AND W.R.R., MILE POLE
 FJ0036'NO 114 PLUS 29 POLES, 20 FEET S.W. OF THE RAILROAD IN A FLAT
 FJ0036'OUTCROP OF ROCK.
 FJ0036
 FJ0036                          STATION RECOVERY (1944)
 FJ0036
 FJ0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 FJ0036'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0674 ***********************************************************************
 FH0674  DESIGNATION -  W 60
 FH0674  PID         -  FH0674
 FH0674  STATE/COUNTY-  OK/MCINTOSH
 FH0674  COUNTRY     -  US
 FH0674  USGS QUAD   -  EUFAULA (2018)
 FH0674
 FH0674                         *CURRENT SURVEY CONTROL
 FH0674  ______________________________________________________________________
 FH0674* NAD 83(1986) POSITION- 35 18 58.     (N) 095 35 29.     (W)   SCALED
 FH0674* NAVD 88 ORTHO HEIGHT -   167.982 (meters)      551.12  (feet) ADJUSTED
 FH0674  ______________________________________________________________________
 FH0674  GEOID HEIGHT    -        -29.960 (meters)                     GEOID18
 FH0674  DYNAMIC HEIGHT  -        167.821 (meters)      550.59  (feet) COMP
 FH0674  MODELED GRAVITY -    979,671.2   (mgal)                       NAVD 88
 FH0674
 FH0674  VERT ORDER      -  SECOND    CLASS 0
 FH0674
 FH0674.The horizontal coordinates were scaled from a map and have
 FH0674.an estimated accuracy of +/- 6 seconds.
 FH0674
 FH0674.The orthometric height was determined by differential leveling and
 FH0674.adjusted by the NATIONAL GEODETIC SURVEY
 FH0674.in June 1991.
 FH0674
 FH0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0674.GEOID18 height accuracy estimate available here.
 FH0674
 FH0674.Click photographs - Photos may exist for this station.
 FH0674
 FH0674.The dynamic height is computed by dividing the NAVD 88
 FH0674.geopotential number by the normal gravity value computed on the
 FH0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0674.degrees latitude (g = 980.6199 gals.).
 FH0674
 FH0674.The modeled gravity was interpolated from observed gravity values.
 FH0674
 FH0674;                    North         East    Units  Estimated Accuracy
 FH0674;SPC OK S     -   222,560.      819,010.      MT  (+/- 180 meters Scaled)
 FH0674
 FH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV644111(NAD 83)
 FH0674
 FH0674                          SUPERSEDED SURVEY CONTROL
 FH0674
 FH0674  NGVD 29 (??/??/92)  167.882  (m)          550.79   (f) ADJ UNCH    2 0
 FH0674
 FH0674.Superseded values are not recommended for survey control.
 FH0674
 FH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0674.See file dsdata.pdf to determine how the superseded data were derived.
 FH0674
 FH0674_MARKER: DB = BENCH MARK DISK
 FH0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0674_SP_SET: BRIDGE
 FH0674_STAMPING: W 60 1934
 FH0674_MARK LOGO: CGS
 FH0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0674
 FH0674  HISTORY     - Date     Condition        Report By
 FH0674  HISTORY     - 1934     MONUMENTED       CGS
 FH0674  HISTORY     - 1960     GOOD             CGS
 FH0674
 FH0674                          STATION DESCRIPTION
 FH0674
 FH0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0674'2.2 MI N FROM EUFAULA.
 FH0674'2.2 MILES NORTH OF EUFAULA M.K. AND T. RR. STATION SET IN A
 FH0674'CONCRETE RETAINING WALL, AT NORTH END OF MISSOURI-KANSAS AND
 FH0674'TEXAS RAILROAD BRIDGE 535.9, OVER NORTH CANADIAN RIVER.  4 FEET
 FH0674'EAST OF NEAREST RAIL OF MISSOURI-KANSAS AND TEXAS RAILWAY TRACK.
 FH0674'1 FOOT BELOW LEVEL OF TRACK.
 FH0674
 FH0674                          STATION RECOVERY (1960)
 FH0674
 FH0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0046 ***********************************************************************
 DN0046  DESIGNATION -  W 61
 DN0046  PID         -  DN0046
 DN0046  STATE/COUNTY-  OK/BRYAN
 DN0046  COUNTRY     -  US
 DN0046  USGS QUAD   -  ROBERTA (2018)
 DN0046
 DN0046                         *CURRENT SURVEY CONTROL
 DN0046  ______________________________________________________________________
 DN0046* NAD 83(1986) POSITION- 33 58 51.     (N) 096 18 03.     (W)   SCALED
 DN0046* NAVD 88 ORTHO HEIGHT -   190.479 (meters)      624.93  (feet) ADJUSTED
 DN0046  ______________________________________________________________________
 DN0046  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DN0046  DYNAMIC HEIGHT  -        190.283 (meters)      624.29  (feet) COMP
 DN0046  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 DN0046
 DN0046  VERT ORDER      -  FIRST     CLASS II
 DN0046
 DN0046.The horizontal coordinates were scaled from a map and have
 DN0046.an estimated accuracy of +/- 6 seconds.
 DN0046
 DN0046.The orthometric height was determined by differential leveling and
 DN0046.adjusted by the NATIONAL GEODETIC SURVEY
 DN0046.in June 1991.
 DN0046
 DN0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0046.GEOID18 height accuracy estimate available here.
 DN0046
 DN0046.Click photographs - Photos may exist for this station.
 DN0046
 DN0046.The dynamic height is computed by dividing the NAVD 88
 DN0046.geopotential number by the normal gravity value computed on the
 DN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0046.degrees latitude (g = 980.6199 gals.).
 DN0046
 DN0046.The modeled gravity was interpolated from observed gravity values.
 DN0046
 DN0046;                    North         East    Units  Estimated Accuracy
 DN0046;SPC OK S     -    73,150.      757,000.      MT  (+/- 180 meters Scaled)
 DN0046
 DN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC493633(NAD 83)
 DN0046
 DN0046                          SUPERSEDED SURVEY CONTROL
 DN0046
 DN0046  NGVD 29 (??/??/92)  190.416  (m)          624.72   (f) ADJ UNCH    1 2
 DN0046
 DN0046.Superseded values are not recommended for survey control.
 DN0046
 DN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0046.See file dsdata.pdf to determine how the superseded data were derived.
 DN0046
 DN0046_MARKER: DB = BENCH MARK DISK
 DN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0046_STAMPING: W 61 1934
 DN0046_MARK LOGO: CGS
 DN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0046+STABILITY: SURFACE MOTION
 DN0046
 DN0046  HISTORY     - Date     Condition        Report By
 DN0046  HISTORY     - 1934     MONUMENTED       CGS
 DN0046  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0046
 DN0046                          STATION DESCRIPTION
 DN0046
 DN0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0046'4.6 MI E FROM DURANT.
 DN0046'4.6 MILES EAST OF DURANT COURT HOUSE.  NORTH OF FARM HOUSE.  NORTH
 DN0046'SIDE OF U. S. HIGHWAY 70 IN FENCE.  50 FEET WEST OF HICKORY HOLLOW GUN
 DN0046'CLUB ENTRANCE GATE.  1/4 MILE WEST OF ST. LOUIS ANDD SAN FRANCISCO RR
 DN0046'CROSSING.
 DN0046
 DN0046                          STATION RECOVERY (1986)
 DN0046
 DN0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0327 ***********************************************************************
 GG0327  DESIGNATION -  W 61
 GG0327  PID         -  GG0327
 GG0327  STATE/COUNTY-  OK/WAGONER
 GG0327  COUNTRY     -  US
 GG0327  USGS QUAD   -  ROCKY POINT (2018)
 GG0327
 GG0327                         *CURRENT SURVEY CONTROL
 GG0327  ______________________________________________________________________
 GG0327* NAD 83(2011) POSITION- 36 04 30.77946(N) 095 21 55.66019(W)   ADJUSTED
 GG0327* NAD 83(2011) ELLIP HT-   154.650 (meters)        (07/03/23)   ADJUSTED
 GG0327* NAD 83(2011) EPOCH   -  2010.00
 GG0327* NAVD 88 ORTHO HEIGHT -   183.819 (meters)      603.08  (feet) ADJUSTED
 GG0327  ______________________________________________________________________
 GG0327  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 GG0327  NAD 83(2011) X  -   -482,615.570 (meters)                     COMP
 GG0327  NAD 83(2011) Y  - -5,138,599.898 (meters)                     COMP
 GG0327  NAD 83(2011) Z  -  3,735,031.576 (meters)                     COMP
 GG0327  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 GG0327  DYNAMIC HEIGHT  -        183.658 (meters)      602.55  (feet) COMP
 GG0327  MODELED GRAVITY -    979,751.5   (mgal)                       NAVD 88
 GG0327
 GG0327  VERT ORDER      -  SECOND    CLASS 0
 GG0327
 GG0327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0327  Standards:
 GG0327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0327  -------------------------------------------------------------------
 GG0327  NETWORK    0.42   0.96           0.16   0.18   0.49     -0.06665690
 GG0327  -------------------------------------------------------------------
 GG0327  Click here for local accuracies and other accuracy information.
 GG0327
 GG0327.The horizontal coordinates were established by GPS observations
 GG0327.and adjusted by the OK DEPT OF TRANSP in July 2023.
 GG0327
 GG0327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0327.been affixed to the stable North American tectonic plate. See 
 GG0327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0327
 GG0327.The horizontal coordinates are valid at the epoch date displayed above
 GG0327.which is a decimal equivalence of Year/Month/Day.
 GG0327
 GG0327.The orthometric height was determined by differential leveling and
 GG0327.adjusted by the NATIONAL GEODETIC SURVEY
 GG0327.in June 1991.
 GG0327
 GG0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0327.GEOID18 height accuracy estimate available here.
 GG0327
 GG0327.Click photographs - Photos may exist for this station.
 GG0327
 GG0327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0327
 GG0327.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0327
 GG0327.The ellipsoidal height was determined by GPS observations
 GG0327.and is referenced to NAD 83.
 GG0327
 GG0327.The dynamic height is computed by dividing the NAVD 88
 GG0327.geopotential number by the normal gravity value computed on the
 GG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0327.degrees latitude (g = 980.6199 gals.).
 GG0327
 GG0327.The modeled gravity was interpolated from observed gravity values.
 GG0327
 GG0327. The following values were computed from the NAD 83(2011) position.
 GG0327
 GG0327;                    North         East     Units Scale Factor Converg.
 GG0327;SPC OK N     -   122,517.624   837,272.194   MT  0.99994670   +1 33 17.2
 GG0327;SPC OK N     -   401,959.90  2,746,950.52   sFT  0.99994670   +1 33 17.2
 GG0327;UTM  15      - 3,994,881.166   286,990.531   MT  1.00015910   -1 23 36.3
 GG0327
 GG0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0327!SPC OK N     -   0.99997573  x   0.99994670  =   0.99992243
 GG0327!UTM  15      -   0.99997573  x   1.00015910  =   1.00013482
 GG0327
 GG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8699094881(NAD 83)
 GG0327
 GG0327                          SUPERSEDED SURVEY CONTROL
 GG0327
 GG0327  NAD 83(1993)-  36 04 30.77886(N)    095 21 55.66359(W) AD(       ) 2
 GG0327  ELLIP H (11/28/94)  154.659  (m)                       GP(       ) 5 1
 GG0327  NAD 83(1986)-  36 04 30.78432(N)    095 21 55.66243(W) AD(       ) 2
 GG0327  NGVD 29 (??/??/92)  183.707  (m)          602.71   (f) ADJ UNCH    2 0
 GG0327  NGVD 29 (11/30/89)  184.     (m)  RAPSU86  model used  GPS OBS        
 GG0327
 GG0327.Superseded values are not recommended for survey control.
 GG0327
 GG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0327.See file dsdata.pdf to determine how the superseded data were derived.
 GG0327
 GG0327_MARKER: DB = BENCH MARK DISK
 GG0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0327_STAMPING: W 61 1934
 GG0327_MARK LOGO: CGS
 GG0327_PROJECTION: PROJECTING 15 CENTIMETERS
 GG0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0327+STABILITY: SURFACE MOTION
 GG0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0327+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2023
 GG0327
 GG0327  HISTORY     - Date     Condition        Report By
 GG0327  HISTORY     - 1934     MONUMENTED       CGS
 GG0327  HISTORY     - 1960     GOOD             CGS
 GG0327  HISTORY     - 19890301 GOOD             NGS
 GG0327  HISTORY     - 20230315 GOOD             OKDOT
 GG0327
 GG0327                          STATION DESCRIPTION
 GG0327
 GG0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0327'2.3 MI S FROM MAZIE.
 GG0327'2.3 MILES SOUTH OF MAZIE M-K AND T DEPOT.  222 FEET NORTH OF
 GG0327'MILE POST 480.  60 FEET WEST OF NEAREST RAIL OF MISSOURI-KANSAS
 GG0327'AND TEXAS RAILWAY TRACK.  60 FEET EAST OF CENTER LINE OF U.S.
 GG0327'HIGHWAY 73.  30 FEET SOUTH OF CENTER LINE OF WAGONER, AND MAYES
 GG0327'COUNTY LINE.  NOTE-- 60 FT W OF W RAIL AND 24 FT S OF CENTERLINE
 GG0327'OF COUNTY LINE ROAD.  HIGHWAY HAS BEEN MOVED EAST OF RAILROAD
 GG0327'AND IS NOW DESIGNATED U.S. HWY. 69.
 GG0327
 GG0327                          STATION RECOVERY (1960)
 GG0327
 GG0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 GG0327'RECOVERED IN GOOD CONDITION.
 GG0327
 GG0327                          STATION RECOVERY (1989)
 GG0327
 GG0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0327'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 GG0327'FOLLOWS.
 GG0327'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHWEST OF LOCUST
 GG0327'GROVE, 14.5 KM (9.00 MI) NORTH OF WAGONER, AND 12.0 KM (7.45 MI) SOUTH
 GG0327'OF CHOUTEAU.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GG0327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 GG0327'HIGHWAY 33 IN CHOUTEAU, GO SOUTH ON HIGHWAY 69 FOR 12.8 KM (7.95 MI)
 GG0327'TO A GRAVELED CROSSROAD (WAGONER COUTY LINE).  TURN RIGHT AND GO WEST
 GG0327'ON THE GRAVELED ROAD FOR ABOUT 46.0 M (150.9 FT) TO THE STATION ON THE
 GG0327'LEFT.
 GG0327'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 GG0327'CONCRETE POST THAT PROJECTS 30 CM ABOVE THE GROUND.  LOCATED 26.0 M
 GG0327'(85.3 FT) EAST OF A FENCE CORNER, 16.7 M (54.8 FT) WEST OF THE NEAR
 GG0327'RAIL OF THE MO-KS-TX RAILROAD, 12.2 M (40.0 FT) SOUTHWEST OF A
 GG0327'RAILROAD CROSSING SIGNPOST, 8.2 M (26.9 FT) SOUTH OF THE CENTER OF THE
 GG0327'GRAVELED ROAD, AND 0.7 M (2.3 FT) NORTH OF A CARSONITE WITNESS POST.
 GG0327'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0327
 GG0327                          STATION RECOVERY (2023)
 GG0327
 GG0327'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 GG0327'RECOVERED IN GOOD CONDITION BY OKDOT (BRE).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0293 ***********************************************************************
 GG0293  DESIGNATION -  W 62
 GG0293  PID         -  GG0293
 GG0293  STATE/COUNTY-  OK/CRAIG
 GG0293  COUNTRY     -  US
 GG0293  USGS QUAD   -  BIG CABIN (2019)
 GG0293
 GG0293                         *CURRENT SURVEY CONTROL
 GG0293  ______________________________________________________________________
 GG0293* NAD 83(1986) POSITION- 36 36 54.     (N) 095 09 56.     (W)   SCALED
 GG0293* NAVD 88 ORTHO HEIGHT -   205.817 (meters)      675.25  (feet) ADJUSTED
 GG0293  ______________________________________________________________________
 GG0293  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 GG0293  DYNAMIC HEIGHT  -        205.645 (meters)      674.69  (feet) COMP
 GG0293  MODELED GRAVITY -    979,791.8   (mgal)                       NAVD 88
 GG0293
 GG0293  VERT ORDER      -  SECOND    CLASS 0
 GG0293
 GG0293.The horizontal coordinates were scaled from a map and have
 GG0293.an estimated accuracy of +/- 6 seconds.
 GG0293
 GG0293.The orthometric height was determined by differential leveling and
 GG0293.adjusted by the NATIONAL GEODETIC SURVEY
 GG0293.in June 1991.
 GG0293
 GG0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0293.GEOID18 height accuracy estimate available here.
 GG0293
 GG0293.Click photographs - Photos may exist for this station.
 GG0293
 GG0293.The dynamic height is computed by dividing the NAVD 88
 GG0293.geopotential number by the normal gravity value computed on the
 GG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0293.degrees latitude (g = 980.6199 gals.).
 GG0293
 GG0293.The modeled gravity was interpolated from observed gravity values.
 GG0293
 GG0293;                    North         East    Units  Estimated Accuracy
 GG0293;SPC OK N     -   182,890.      853,520.      MT  (+/- 180 meters Scaled)
 GG0293
 GG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA063543(NAD 83)
 GG0293
 GG0293                          SUPERSEDED SURVEY CONTROL
 GG0293
 GG0293  NGVD 29 (??/??/92)  205.704  (m)          674.88   (f) ADJ UNCH    2 0
 GG0293
 GG0293.Superseded values are not recommended for survey control.
 GG0293
 GG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0293.See file dsdata.pdf to determine how the superseded data were derived.
 GG0293
 GG0293_MARKER: DB = BENCH MARK DISK
 GG0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0293_SP_SET: BRIDGE
 GG0293_STAMPING: W 62 1934
 GG0293_MARK LOGO: CGS
 GG0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0293
 GG0293  HISTORY     - Date     Condition        Report By
 GG0293  HISTORY     - 1934     MONUMENTED       CGS
 GG0293
 GG0293                          STATION DESCRIPTION
 GG0293
 GG0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0293'1.8 MI S FROM VINITA.
 GG0293'SET IN THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF MISSOURI-KANSAS
 GG0293'AND TEXAS RAILWAY BRIDGE OVER BIG CABIN CREEK.  BRIDGE NUMBER
 GG0293'440.6.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0565 ***********************************************************************
 EK0565  DESIGNATION -  W 63
 EK0565  PID         -  EK0565
 EK0565  STATE/COUNTY-  OK/PUSHMATAHA
 EK0565  COUNTRY     -  US
 EK0565  USGS QUAD   -  MOYERS (2019)
 EK0565
 EK0565                         *CURRENT SURVEY CONTROL
 EK0565  ______________________________________________________________________
 EK0565* NAD 83(1986) POSITION- 34 20 21.72   (N) 095 38 17.79   (W)   HD_HELD1
 EK0565* NAVD 88 ORTHO HEIGHT -   147.827 (meters)      485.00  (feet) ADJUSTED
 EK0565  ______________________________________________________________________
 EK0565  GEOID HEIGHT    -        -30.371 (meters)                     GEOID18
 EK0565  DYNAMIC HEIGHT  -        147.665 (meters)      484.46  (feet) COMP
 EK0565  MODELED GRAVITY -    979,545.2   (mgal)                       NAVD 88
 EK0565
 EK0565  VERT ORDER      -  SECOND    CLASS 0
 EK0565
 EK0565.The horizontal coordinates were determined by differentially corrected
 EK0565.hand held GPS observations or other comparable positioning techniques
 EK0565.and have an estimated accuracy of +/- 3 meters.
 EK0565
 EK0565.The orthometric height was determined by differential leveling and
 EK0565.adjusted by the NATIONAL GEODETIC SURVEY
 EK0565.in June 1991.
 EK0565
 EK0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0565.GEOID18 height accuracy estimate available here.
 EK0565
 EK0565.Click photographs - Photos may exist for this station.
 EK0565
 EK0565.The dynamic height is computed by dividing the NAVD 88
 EK0565.geopotential number by the normal gravity value computed on the
 EK0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0565.degrees latitude (g = 980.6199 gals.).
 EK0565
 EK0565.The modeled gravity was interpolated from observed gravity values.
 EK0565
 EK0565;                    North         East    Units  Estimated Accuracy
 EK0565;SPC OK S     -   114,134.4     817,284.2     MT  (+/- 3 meters HH1 GPS) 
 EK0565
 EK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU5730202938(NAD 83)
 EK0565
 EK0565                          SUPERSEDED SURVEY CONTROL
 EK0565
 EK0565  NGVD 29 (??/??/92)  147.741  (m)          484.71   (f) ADJ UNCH    2 0
 EK0565
 EK0565.Superseded values are not recommended for survey control.
 EK0565
 EK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0565.See file dsdata.pdf to determine how the superseded data were derived.
 EK0565
 EK0565_MARKER: DB = BENCH MARK DISK
 EK0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0565_STAMPING: W 63 1934
 EK0565_MARK LOGO: CGS
 EK0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0565+STABILITY: SURFACE MOTION
 EK0565
 EK0565  HISTORY     - Date     Condition        Report By
 EK0565  HISTORY     - 1934     MONUMENTED       CGS
 EK0565  HISTORY     - 1960     GOOD             CGS
 EK0565
 EK0565                          STATION DESCRIPTION
 EK0565
 EK0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0565'1.1 MI NE FROM MOYERS.
 EK0565'1.1 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0565'FROM THE STATION AT MOYERS, PUSHMATAHA COUNTY, ABOUT 10 FEET
 EK0565'NORTHWEST OF THE TWENTIETH POLE SOUTH OF MILEPOST 532, ABOUT 60
 EK0565'FEET WEST OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.
 EK0565'A STANDARD DISK, STAMPED W 63 1934 AND SET IN THE TOP OF A
 EK0565'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0368 ***********************************************************************
 GG0368  DESIGNATION -  W 63
 GG0368  PID         -  GG0368
 GG0368  STATE/COUNTY-  OK/MAYES
 GG0368  COUNTRY     -  US
 GG0368  USGS QUAD   -  SALINA (2019)
 GG0368
 GG0368                         *CURRENT SURVEY CONTROL
 GG0368  ______________________________________________________________________
 GG0368* NAD 83(1986) POSITION- 36 18 26.     (N) 095 12 55.     (W)   SCALED
 GG0368* NAVD 88 ORTHO HEIGHT -   205.142 (meters)      673.04  (feet) ADJUSTED
 GG0368  ______________________________________________________________________
 GG0368  GEOID HEIGHT    -        -29.112 (meters)                     GEOID18
 GG0368  DYNAMIC HEIGHT  -        204.968 (meters)      672.47  (feet) COMP
 GG0368  MODELED GRAVITY -    979,776.9   (mgal)                       NAVD 88
 GG0368
 GG0368  VERT ORDER      -  SECOND    CLASS 0
 GG0368
 GG0368.The horizontal coordinates were scaled from a map and have
 GG0368.an estimated accuracy of +/- 6 seconds.
 GG0368
 GG0368.The orthometric height was determined by differential leveling and
 GG0368.adjusted by the NATIONAL GEODETIC SURVEY
 GG0368.in June 1991.
 GG0368
 GG0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0368.GEOID18 height accuracy estimate available here.
 GG0368
 GG0368.Click photographs - Photos may exist for this station.
 GG0368
 GG0368.The dynamic height is computed by dividing the NAVD 88
 GG0368.geopotential number by the normal gravity value computed on the
 GG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0368.degrees latitude (g = 980.6199 gals.).
 GG0368
 GG0368.The modeled gravity was interpolated from observed gravity values.
 GG0368
 GG0368;                    North         East    Units  Estimated Accuracy
 GG0368;SPC OK N     -   148,630.      850,060.      MT  (+/- 180 meters Scaled)
 GG0368
 GG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA011203(NAD 83)
 GG0368
 GG0368                          SUPERSEDED SURVEY CONTROL
 GG0368
 GG0368  NGVD 29 (??/??/92)  205.029  (m)          672.67   (f) ADJ UNCH    2 0
 GG0368
 GG0368.Superseded values are not recommended for survey control.
 GG0368
 GG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0368.See file dsdata.pdf to determine how the superseded data were derived.
 GG0368
 GG0368_MARKER: DB = BENCH MARK DISK
 GG0368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0368_SP_SET: BOX CULVERT HEADWALL
 GG0368_STAMPING: W 63 1934
 GG0368_MARK LOGO: CGS
 GG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0368+STABILITY: SURFACE MOTION
 GG0368
 GG0368  HISTORY     - Date     Condition        Report By
 GG0368  HISTORY     - 1934     MONUMENTED       CGS
 GG0368  HISTORY     - 1960     GOOD             CGS
 GG0368
 GG0368                          STATION DESCRIPTION
 GG0368
 GG0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0368'4.6 MI W FROM SALINA.
 GG0368'4.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE HIGH SCHOOL AT
 GG0368'SALINA, MAYES COUNTY, AT A CONCRETE BOX CULVERT OVER A ROCKY CREEK,
 GG0368'IN THE TOP OF THE GUARD RAIL, AND 14 FEET NORTH OF THE CENTERLINE
 GG0368'OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 63 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0325 ***********************************************************************
 DM0325  DESIGNATION -  W 64
 DM0325  PID         -  DM0325
 DM0325  STATE/COUNTY-  OK/MCCURTAIN
 DM0325  COUNTRY     -  US
 DM0325  USGS QUAD   -  GARVIN (2019)
 DM0325
 DM0325                         *CURRENT SURVEY CONTROL
 DM0325  ______________________________________________________________________
 DM0325* NAD 83(1986) POSITION- 33 58 05.     (N) 094 58 47.     (W)   SCALED
 DM0325* NAVD 88 ORTHO HEIGHT -   141.527 (meters)      464.33  (feet) ADJUSTED
 DM0325  ______________________________________________________________________
 DM0325  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 DM0325  DYNAMIC HEIGHT  -        141.383 (meters)      463.85  (feet) COMP
 DM0325  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 DM0325
 DM0325  VERT ORDER      -  FIRST     CLASS II
 DM0325
 DM0325.The horizontal coordinates were scaled from a map and have
 DM0325.an estimated accuracy of +/- 6 seconds.
 DM0325
 DM0325.The orthometric height was determined by differential leveling and
 DM0325.adjusted by the NATIONAL GEODETIC SURVEY
 DM0325.in June 1991.
 DM0325
 DM0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0325.GEOID18 height accuracy estimate available here.
 DM0325
 DM0325.Click photographs - Photos may exist for this station.
 DM0325
 DM0325.The dynamic height is computed by dividing the NAVD 88
 DM0325.geopotential number by the normal gravity value computed on the
 DM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0325.degrees latitude (g = 980.6199 gals.).
 DM0325
 DM0325.The modeled gravity was interpolated from observed gravity values.
 DM0325
 DM0325;                    North         East    Units  Estimated Accuracy
 DM0325;SPC OK S     -    74,580.      879,090.      MT  (+/- 180 meters Scaled)
 DM0325
 DM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT170603(NAD 83)
 DM0325
 DM0325                          SUPERSEDED SURVEY CONTROL
 DM0325
 DM0325  NGVD 29 (??/??/92)  141.500  (m)          464.24   (f) ADJ UNCH    1 2
 DM0325
 DM0325.Superseded values are not recommended for survey control.
 DM0325
 DM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0325.See file dsdata.pdf to determine how the superseded data were derived.
 DM0325
 DM0325_MARKER: DB = BENCH MARK DISK
 DM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0325_STAMPING: W 64 1934
 DM0325_MARK LOGO: CGS
 DM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0325+STABILITY: SURFACE MOTION
 DM0325
 DM0325  HISTORY     - Date     Condition        Report By
 DM0325  HISTORY     - 1934     MONUMENTED       CGS
 DM0325  HISTORY     - 1951     GOOD             CGS
 DM0325  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0325
 DM0325                          STATION DESCRIPTION
 DM0325
 DM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0325'2.1 MI E FROM MILLERTON.
 DM0325'2.1 MILES EAST OF MILLERTON ST. L. AND S.F. RR DEPOT.  AT ST. LOUIS
 DM0325'AND SAN FRANCISCO RR. CROSSING ALONG U. S. HIGHWAY 70.  NEAR MILE POST
 DM0325'591.  BETWEEN HIGHWAY AND TRACK.  40 FEET EAST OF THE CROSSING.
 DM0325
 DM0325                          STATION RECOVERY (1951)
 DM0325
 DM0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 DM0325'RECOVERED IN GOOD CONDITION.
 DM0325
 DM0325                          STATION RECOVERY (1986)
 DM0325
 DM0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0318 ***********************************************************************
 GG0318  DESIGNATION -  W 64
 GG0318  PID         -  GG0318
 GG0318  STATE/COUNTY-  OK/CRAIG
 GG0318  COUNTRY     -  US
 GG0318  USGS QUAD   -  WELCH NORTH (2019)
 GG0318
 GG0318                         *CURRENT SURVEY CONTROL
 GG0318  ______________________________________________________________________
 GG0318* NAD 83(1986) POSITION- 36 55 03.     (N) 095 05 39.     (W)   SCALED
 GG0318* NAVD 88 ORTHO HEIGHT -   262.890 (meters)      862.50  (feet) ADJUSTED
 GG0318  ______________________________________________________________________
 GG0318  GEOID HEIGHT    -        -29.556 (meters)                     GEOID18
 GG0318  DYNAMIC HEIGHT  -        262.678 (meters)      861.80  (feet) COMP
 GG0318  MODELED GRAVITY -    979,815.4   (mgal)                       NAVD 88
 GG0318
 GG0318  VERT ORDER      -  SECOND    CLASS 0
 GG0318
 GG0318.The horizontal coordinates were scaled from a map and have
 GG0318.an estimated accuracy of +/- 6 seconds.
 GG0318
 GG0318.The orthometric height was determined by differential leveling and
 GG0318.adjusted by the NATIONAL GEODETIC SURVEY
 GG0318.in June 1991.
 GG0318
 GG0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0318.GEOID18 height accuracy estimate available here.
 GG0318
 GG0318.Click photographs - Photos may exist for this station.
 GG0318
 GG0318.The dynamic height is computed by dividing the NAVD 88
 GG0318.geopotential number by the normal gravity value computed on the
 GG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0318.degrees latitude (g = 980.6199 gals.).
 GG0318
 GG0318.The modeled gravity was interpolated from observed gravity values.
 GG0318
 GG0318;                    North         East    Units  Estimated Accuracy
 GG0318;SPC OK N     -   216,640.      858,900.      MT  (+/- 180 meters Scaled)
 GG0318
 GG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA134877(NAD 83)
 GG0318
 GG0318                          SUPERSEDED SURVEY CONTROL
 GG0318
 GG0318  NGVD 29 (??/??/92)  262.773  (m)          862.11   (f) ADJ UNCH    2 0
 GG0318
 GG0318.Superseded values are not recommended for survey control.
 GG0318
 GG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0318.See file dsdata.pdf to determine how the superseded data were derived.
 GG0318
 GG0318_MARKER: DB = BENCH MARK DISK
 GG0318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0318_STAMPING: W 64 1934
 GG0318_MARK LOGO: CGS
 GG0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0318
 GG0318  HISTORY     - Date     Condition        Report By
 GG0318  HISTORY     - 1934     MONUMENTED       CGS
 GG0318
 GG0318                          STATION DESCRIPTION
 GG0318
 GG0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0318'3.1 MI N FROM WELCH.
 GG0318'0.5 MILE SOUTH OF MILE POST 418.  63 FEET WEST OF NEAREST RAIL
 GG0318'OF TRACK, OF MISSOURI-KANSAS AND TEXAS RAILWAY.  45 FEET NORTH
 GG0318'OF CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0647 ***********************************************************************
 EK0647  DESIGNATION -  W 65
 EK0647  PID         -  EK0647
 EK0647  STATE/COUNTY-  OK/PUSHMATAHA
 EK0647  COUNTRY     -  US
 EK0647  USGS QUAD   -  ADEL (2019)
 EK0647
 EK0647                         *CURRENT SURVEY CONTROL
 EK0647  ______________________________________________________________________
 EK0647* NAD 83(1986) POSITION- 34 30 12.     (N) 095 31 06.     (W)   SCALED
 EK0647* NAVD 88 ORTHO HEIGHT -   158.557 (meters)      520.20  (feet) ADJUSTED
 EK0647  ______________________________________________________________________
 EK0647  GEOID HEIGHT    -        -30.948 (meters)                     GEOID18
 EK0647  DYNAMIC HEIGHT  -        158.386 (meters)      519.64  (feet) COMP
 EK0647  MODELED GRAVITY -    979,553.3   (mgal)                       NAVD 88
 EK0647
 EK0647  VERT ORDER      -  SECOND    CLASS 0
 EK0647
 EK0647.The horizontal coordinates were scaled from a map and have
 EK0647.an estimated accuracy of +/- 6 seconds.
 EK0647
 EK0647.The orthometric height was determined by differential leveling and
 EK0647.adjusted by the NATIONAL GEODETIC SURVEY
 EK0647.in June 1991.
 EK0647
 EK0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0647.GEOID18 height accuracy estimate available here.
 EK0647
 EK0647.Click photographs - Photos may exist for this station.
 EK0647
 EK0647.The dynamic height is computed by dividing the NAVD 88
 EK0647.geopotential number by the normal gravity value computed on the
 EK0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0647.degrees latitude (g = 980.6199 gals.).
 EK0647
 EK0647.The modeled gravity was interpolated from observed gravity values.
 EK0647
 EK0647;                    North         East    Units  Estimated Accuracy
 EK0647;SPC OK S     -   132,580.      827,870.      MT  (+/- 180 meters Scaled)
 EK0647
 EK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU687208(NAD 83)
 EK0647
 EK0647                          SUPERSEDED SURVEY CONTROL
 EK0647
 EK0647  NGVD 29 (??/??/92)  158.469  (m)          519.91   (f) ADJ UNCH    2 0
 EK0647
 EK0647.Superseded values are not recommended for survey control.
 EK0647
 EK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0647.See file dsdata.pdf to determine how the superseded data were derived.
 EK0647
 EK0647_MARKER: DB = BENCH MARK DISK
 EK0647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0647_SP_SET: CULVERT HEADWALL
 EK0647_STAMPING: W 65 1934
 EK0647_MARK LOGO: CGS
 EK0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0647+STABILITY: SURFACE MOTION
 EK0647
 EK0647  HISTORY     - Date     Condition        Report By
 EK0647  HISTORY     - 1934     MONUMENTED       CGS
 EK0647  HISTORY     - 1960     GOOD             CGS
 EK0647
 EK0647                          STATION DESCRIPTION
 EK0647
 EK0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0647'4.1 MI W FROM DUNBAR.
 EK0647'4.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0647'THE STATION AT DUNBAR, PUSHMATAHA COUNTY, ABOUT FIFTEEN POLES
 EK0647'SOUTH OF MILEPOST 518, AT A CONCRETE CULVERT, IN THE TOP OF
 EK0647'THE EAST HEAD WALL, AND 10 FEET EAST OF THE TRACK.  A STANDARD
 EK0647'DISK, STAMPED W 65 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0402 ***********************************************************************
 EK0402  DESIGNATION -  W 66
 EK0402  PID         -  EK0402
 EK0402  STATE/COUNTY-  OK/LE FLORE
 EK0402  COUNTRY     -  US
 EK0402  USGS QUAD   -  LEFLORE (2018)
 EK0402
 EK0402                         *CURRENT SURVEY CONTROL
 EK0402  ______________________________________________________________________
 EK0402* NAD 83(1986) POSITION- 34 53 56.     (N) 094 59 11.     (W)   SCALED
 EK0402* NAVD 88 ORTHO HEIGHT -   162.521 (meters)      533.20  (feet) ADJUSTED
 EK0402  ______________________________________________________________________
 EK0402  GEOID HEIGHT    -        -31.675 (meters)                     GEOID18
 EK0402  DYNAMIC HEIGHT  -        162.353 (meters)      532.65  (feet) COMP
 EK0402  MODELED GRAVITY -    979,599.4   (mgal)                       NAVD 88
 EK0402
 EK0402  VERT ORDER      -  SECOND    CLASS 0
 EK0402
 EK0402.The horizontal coordinates were scaled from a map and have
 EK0402.an estimated accuracy of +/- 6 seconds.
 EK0402
 EK0402.The orthometric height was determined by differential leveling and
 EK0402.adjusted by the NATIONAL GEODETIC SURVEY
 EK0402.in June 1991.
 EK0402
 EK0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0402.GEOID18 height accuracy estimate available here.
 EK0402
 EK0402.Click photographs - Photos may exist for this station.
 EK0402
 EK0402.The dynamic height is computed by dividing the NAVD 88
 EK0402.geopotential number by the normal gravity value computed on the
 EK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0402.degrees latitude (g = 980.6199 gals.).
 EK0402
 EK0402.The modeled gravity was interpolated from observed gravity values.
 EK0402
 EK0402;                    North         East    Units  Estimated Accuracy
 EK0402;SPC OK S     -   177,770.      875,390.      MT  (+/- 180 meters Scaled)
 EK0402
 EK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU185636(NAD 83)
 EK0402
 EK0402                          SUPERSEDED SURVEY CONTROL
 EK0402
 EK0402  NGVD 29 (??/??/92)  162.410  (m)          532.84   (f) ADJ UNCH    2 0
 EK0402
 EK0402.Superseded values are not recommended for survey control.
 EK0402
 EK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0402.See file dsdata.pdf to determine how the superseded data were derived.
 EK0402
 EK0402_MARKER: DB = BENCH MARK DISK
 EK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0402_STAMPING: W 66 1934
 EK0402_MARK LOGO: CGS
 EK0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0402+STABILITY: SURFACE MOTION
 EK0402
 EK0402  HISTORY     - Date     Condition        Report By
 EK0402  HISTORY     - 1934     MONUMENTED       CGS
 EK0402  HISTORY     - 1959     GOOD             CGS
 EK0402
 EK0402                          STATION DESCRIPTION
 EK0402
 EK0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0402'AT LE FLORE.
 EK0402'AT LE FLORE, LE FLORE COUNTY, ABOUT 60 FEET SOUTHWEST OF THE
 EK0402'SOUTHWEST CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION,
 EK0402'AND ABOUT 10 FEET WEST OF THE FIRST POLE SOUTH OF THE THIRTIETH
 EK0402'POLE SOUTH OF MILEPOST 468.  A STANDARD DISK, STAMPED W 66 1934
 EK0402'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0267 ***********************************************************************
 FH0267  DESIGNATION -  W 67
 FH0267  PID         -  FH0267
 FH0267  STATE/COUNTY-  OK/SEQUOYAH
 FH0267  COUNTRY     -  US
 FH0267  USGS QUAD   -  GANS (2018)
 FH0267
 FH0267                         *CURRENT SURVEY CONTROL
 FH0267  ______________________________________________________________________
 FH0267* NAD 83(1986) POSITION- 35 23 28.     (N) 094 41 38.     (W)   SCALED
 FH0267* NAVD 88 ORTHO HEIGHT -   164.330 (meters)      539.14  (feet) ADJUSTED
 FH0267  ______________________________________________________________________
 FH0267  GEOID HEIGHT    -        -30.233 (meters)                     GEOID18
 FH0267  DYNAMIC HEIGHT  -        164.175 (meters)      538.63  (feet) COMP
 FH0267  MODELED GRAVITY -    979,690.0   (mgal)                       NAVD 88
 FH0267
 FH0267  VERT ORDER      -  SECOND    CLASS 0
 FH0267
 FH0267.The horizontal coordinates were scaled from a map and have
 FH0267.an estimated accuracy of +/- 6 seconds.
 FH0267
 FH0267.The orthometric height was determined by differential leveling and
 FH0267.adjusted by the NATIONAL GEODETIC SURVEY
 FH0267.in June 1991.
 FH0267
 FH0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0267.GEOID18 height accuracy estimate available here.
 FH0267
 FH0267.Click photographs - Photos may exist for this station.
 FH0267
 FH0267.The dynamic height is computed by dividing the NAVD 88
 FH0267.geopotential number by the normal gravity value computed on the
 FH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0267.degrees latitude (g = 980.6199 gals.).
 FH0267
 FH0267.The modeled gravity was interpolated from observed gravity values.
 FH0267
 FH0267;                    North         East    Units  Estimated Accuracy
 FH0267;SPC OK N     -    48,510.      900,320.      MT  (+/- 180 meters Scaled)
 FH0267
 FH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV461177(NAD 83)
 FH0267
 FH0267                          SUPERSEDED SURVEY CONTROL
 FH0267
 FH0267  NGVD 29 (??/??/92)  164.246  (m)          538.86   (f) ADJ UNCH    2 0
 FH0267
 FH0267.Superseded values are not recommended for survey control.
 FH0267
 FH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0267.See file dsdata.pdf to determine how the superseded data were derived.
 FH0267
 FH0267_MARKER: DB = BENCH MARK DISK
 FH0267_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0267_STAMPING: W 67 1934
 FH0267_MARK LOGO: CGS
 FH0267_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0267
 FH0267  HISTORY     - Date     Condition        Report By
 FH0267  HISTORY     - 1934     MONUMENTED       CGS
 FH0267  HISTORY     - 1940     GOOD             CGS
 FH0267  HISTORY     - 1959     GOOD             CGS
 FH0267  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0267
 FH0267                          STATION DESCRIPTION
 FH0267
 FH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0267'0.3 MI NW FROM GANS.
 FH0267'BENCH MARK IS NEAR A DIRT ROAD CROSSING RR TRACKS, 36 FEET
 FH0267'SOUTHWEST OF CENTER LINE OF TRACK, 28 FEET WEST OF CENTER LINE
 FH0267'OF DIRT ROAD, 4.7 FEET SOUTHEAST OF MILEPOST NO. 299, 3.6 FEET
 FH0267'WEST OF 4 X 4 INCH WOOD POST PAINTED WHITE PROJECTING 18 INCHES.
 FH0267'MONUMENT PROJECTS ABOUT 0.5 FOOT.  A STD. DISK BM IN CONCRETE
 FH0267'POST.
 FH0267
 FH0267                          STATION RECOVERY (1959)
 FH0267
 FH0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0267'RECOVERED IN GOOD CONDITION.
 FH0267
 FH0267                          STATION RECOVERY (1984)
 FH0267
 FH0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FH0267'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0374 ***********************************************************************
 FH0374  DESIGNATION -  W 68
 FH0374  PID         -  FH0374
 FH0374  STATE/COUNTY-  OK/SEQUOYAH
 FH0374  COUNTRY     -  US
 FH0374  USGS QUAD   -  BUNCH (2019)
 FH0374
 FH0374                         *CURRENT SURVEY CONTROL
 FH0374  ______________________________________________________________________
 FH0374* NAD 83(1986) POSITION- 35 37 35.     (N) 094 47 12.     (W)   SCALED
 FH0374* NAVD 88 ORTHO HEIGHT -   208.266 (meters)      683.29  (feet) ADJUSTED
 FH0374  ______________________________________________________________________
 FH0374  GEOID HEIGHT    -        -29.325 (meters)                     GEOID18
 FH0374  DYNAMIC HEIGHT  -        208.074 (meters)      682.66  (feet) COMP
 FH0374  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 FH0374
 FH0374  VERT ORDER      -  SECOND    CLASS 0
 FH0374
 FH0374.The horizontal coordinates were scaled from a map and have
 FH0374.an estimated accuracy of +/- 6 seconds.
 FH0374
 FH0374.The orthometric height was determined by differential leveling and
 FH0374.adjusted by the NATIONAL GEODETIC SURVEY
 FH0374.in June 1991.
 FH0374
 FH0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0374.GEOID18 height accuracy estimate available here.
 FH0374
 FH0374.Click photographs - Photos may exist for this station.
 FH0374
 FH0374.The dynamic height is computed by dividing the NAVD 88
 FH0374.geopotential number by the normal gravity value computed on the
 FH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0374.degrees latitude (g = 980.6199 gals.).
 FH0374
 FH0374.The modeled gravity was interpolated from observed gravity values.
 FH0374
 FH0374;                    North         East    Units  Estimated Accuracy
 FH0374;SPC OK N     -    74,320.      891,030.      MT  (+/- 180 meters Scaled)
 FH0374
 FH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV382439(NAD 83)
 FH0374
 FH0374                          SUPERSEDED SURVEY CONTROL
 FH0374
 FH0374  NGVD 29 (??/??/92)  208.149  (m)          682.90   (f) ADJ UNCH    2 0
 FH0374
 FH0374.Superseded values are not recommended for survey control.
 FH0374
 FH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0374.See file dsdata.pdf to determine how the superseded data were derived.
 FH0374
 FH0374_MARKER: DB = BENCH MARK DISK
 FH0374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0374_STAMPING: W 68 1934
 FH0374_MARK LOGO: CGS
 FH0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0374
 FH0374  HISTORY     - Date     Condition        Report By
 FH0374  HISTORY     - 1934     MONUMENTED       CGS
 FH0374  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0374
 FH0374                          STATION DESCRIPTION
 FH0374
 FH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0374'4.4 MI N FROM MARBLE CITY.
 FH0374'4.4 MILES NORTH OF MARBLE CITY K.C.S. RR DEPOT.  AT MILEPOST
 FH0374'277 AND KANSAS CITY SOUTHERN RAILROAD CROSSING.  NORTH OF
 FH0374'SWITCH TRACK ON K.C.S. RR.  40 FEET EAST OF THE TRACK, 20
 FH0374'FEET NORTH OF THE CENTERLINE OF CROSSING AND WHITE GATE IN
 FH0374'FENCE.
 FH0374
 FH0374                          STATION RECOVERY (1960)
 FH0374
 FH0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0175 ***********************************************************************
 FJ0175  DESIGNATION -  W 7
 FJ0175  PID         -  FJ0175
 FJ0175  STATE/COUNTY-  OK/LINCOLN
 FJ0175  COUNTRY     -  US
 FJ0175  USGS QUAD   -  PRAGUE (2018)
 FJ0175
 FJ0175                         *CURRENT SURVEY CONTROL
 FJ0175  ______________________________________________________________________
 FJ0175* NAD 83(1986) POSITION- 35 28 54.42   (N) 096 40 55.77   (W)   HD_HELD1
 FJ0175* NAVD 88 ORTHO HEIGHT -   304.467 (meters)      998.91  (feet) ADJUSTED
 FJ0175  ______________________________________________________________________
 FJ0175  GEOID HEIGHT    -        -27.796 (meters)                     GEOID18
 FJ0175  DYNAMIC HEIGHT  -        304.180 (meters)      997.96  (feet) COMP
 FJ0175  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 FJ0175
 FJ0175  VERT ORDER      -  FIRST     CLASS II
 FJ0175
 FJ0175.The horizontal coordinates were determined by differentially corrected
 FJ0175.hand held GPS observations or other comparable positioning techniques
 FJ0175.and have an estimated accuracy of +/- 3 meters.
 FJ0175
 FJ0175.The orthometric height was determined by differential leveling and
 FJ0175.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0175.in June 1991.
 FJ0175
 FJ0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0175.GEOID18 height accuracy estimate available here.
 FJ0175
 FJ0175.Click photographs - Photos may exist for this station.
 FJ0175
 FJ0175.The dynamic height is computed by dividing the NAVD 88
 FJ0175.geopotential number by the normal gravity value computed on the
 FJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0175.degrees latitude (g = 980.6199 gals.).
 FJ0175
 FJ0175.The modeled gravity was interpolated from observed gravity values.
 FJ0175
 FJ0175;                    North         East    Units  Estimated Accuracy
 FJ0175;SPC OK N     -    54,267.3     719,592.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0175
 FJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1027828942(NAD 83)
 FJ0175
 FJ0175                          SUPERSEDED SURVEY CONTROL
 FJ0175
 FJ0175  NGVD 29 (??/??/92)  304.361  (m)          998.56   (f) ADJ UNCH    1 2
 FJ0175
 FJ0175.Superseded values are not recommended for survey control.
 FJ0175
 FJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0175.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0175
 FJ0175_MARKER: DB = BENCH MARK DISK
 FJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0175_STAMPING: 998.558 W 7 1933
 FJ0175_MARK LOGO: CGS
 FJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0175+STABILITY: SURFACE MOTION
 FJ0175
 FJ0175  HISTORY     - Date     Condition        Report By
 FJ0175  HISTORY     - 1933     MONUMENTED       CGS
 FJ0175  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0175  HISTORY     - 1984     GOOD             NGS
 FJ0175  HISTORY     - 1988     GOOD             USPSQD
 FJ0175  HISTORY     - 1990     GOOD             USPSQD
 FJ0175  HISTORY     - 1990     GOOD             USPSQD
 FJ0175
 FJ0175                          STATION DESCRIPTION
 FJ0175
 FJ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0175'IN PRAGUE.
 FJ0175'IN PRAGUE.  IN FRONT YARD OF PRAGUE MUNICIPAL LIGHT AND WATER
 FJ0175'PLANT ADJACENT TO FT. S. AND W. R.R. RIGHT OF WAY AT MP 158/ 17.
 FJ0175'200 FEET W. OF R.R. WATER TANK AND 125 FEET N. OF MAIN TRACK,
 FJ0175'1 FOOT N. OF ENTRANCE WALK AND 1 FOOT W. OF FRONT SIDEWALK.
 FJ0175
 FJ0175                          STATION RECOVERY (1973)
 FJ0175
 FJ0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0175'MARK NOT FOUND.
 FJ0175
 FJ0175                          STATION RECOVERY (1984)
 FJ0175
 FJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0175'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 200 FEET WEST OF THE WATER
 FJ0175'TANK, ADD 45.72 METERS (150.0 FT) NORTH OF THE CENTERLINE OF 5TH
 FJ0175'STREET EAST EXTENSION, AND 11.28 METERS (37.0 FT) WEST OF THE
 FJ0175'CENTERLINE OF BRUNSON AVENUE.
 FJ0175'THE MARK IS ABOVE LEVEL WITH BRUNSON AVENUE.
 FJ0175
 FJ0175                          STATION RECOVERY (1988)
 FJ0175
 FJ0175'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0175'RECOVERED IN GOOD CONDITION.
 FJ0175
 FJ0175                          STATION RECOVERY (1990)
 FJ0175
 FJ0175'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0175'RECOVERED IN GOOD CONDITION.
 FJ0175
 FJ0175                          STATION RECOVERY (1990)
 FJ0175
 FJ0175'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0237 ***********************************************************************
 GG0237  DESIGNATION -  W 70
 GG0237  PID         -  GG0237
 GG0237  STATE/COUNTY-  OK/OTTAWA
 GG0237  COUNTRY     -  US
 GG0237  USGS QUAD   -  CAYUGA (2018)
 GG0237
 GG0237                         *CURRENT SURVEY CONTROL
 GG0237  ______________________________________________________________________
 GG0237* NAD 83(1986) POSITION- 36 42 10.     (N) 094 42 35.     (W)   SCALED
 GG0237* NAVD 88 ORTHO HEIGHT -   276.693 (meters)      907.78  (feet) ADJUSTED
 GG0237  ______________________________________________________________________
 GG0237  GEOID HEIGHT    -        -29.027 (meters)                     GEOID18
 GG0237  DYNAMIC HEIGHT  -        276.465 (meters)      907.04  (feet) COMP
 GG0237  MODELED GRAVITY -    979,797.8   (mgal)                       NAVD 88
 GG0237
 GG0237  VERT ORDER      -  SECOND    CLASS 0
 GG0237
 GG0237.The horizontal coordinates were scaled from a map and have
 GG0237.an estimated accuracy of +/- 6 seconds.
 GG0237
 GG0237.The orthometric height was determined by differential leveling and
 GG0237.adjusted by the NATIONAL GEODETIC SURVEY
 GG0237.in June 1991.
 GG0237
 GG0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0237.GEOID18 height accuracy estimate available here.
 GG0237
 GG0237.Click photographs - Photos may exist for this station.
 GG0237
 GG0237.The dynamic height is computed by dividing the NAVD 88
 GG0237.geopotential number by the normal gravity value computed on the
 GG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0237.degrees latitude (g = 980.6199 gals.).
 GG0237
 GG0237.The modeled gravity was interpolated from observed gravity values.
 GG0237
 GG0237;                    North         East    Units  Estimated Accuracy
 GG0237;SPC OK N     -   193,920.      893,950.      MT  (+/- 180 meters Scaled)
 GG0237
 GG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA472632(NAD 83)
 GG0237
 GG0237                          SUPERSEDED SURVEY CONTROL
 GG0237
 GG0237  NGVD 29 (??/??/92)  276.592  (m)          907.45   (f) ADJ UNCH    2 0
 GG0237
 GG0237.Superseded values are not recommended for survey control.
 GG0237
 GG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0237.See file dsdata.pdf to determine how the superseded data were derived.
 GG0237
 GG0237_MARKER: DB = BENCH MARK DISK
 GG0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0237_STAMPING: W 70 1934
 GG0237_MARK LOGO: CGS
 GG0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0237+STABILITY: SURFACE MOTION
 GG0237
 GG0237  HISTORY     - Date     Condition        Report By
 GG0237  HISTORY     - 1934     MONUMENTED       CGS
 GG0237
 GG0237                          STATION DESCRIPTION
 GG0237
 GG0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0237'8.6 MI S FROM WYANDOTTE.
 GG0237'IN DELAWARE COUNTY, 8.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM
 GG0237'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT WYANDOTTE, OTTAWA
 GG0237'COUNTY, IN A CANYON, 1/4 MILE WEST OF A CABIN IN THE CANYON, 250
 GG0237'FEET EAST OF A WATER WELL, AND 25 FEET SOUTH OF THE CENTERLINE
 GG0237'OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 70 1934 AND SET IN
 GG0237'THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0711 ***********************************************************************
 GK0711  DESIGNATION -  W 71
 GK0711  PID         -  GK0711
 GK0711  STATE/COUNTY-  OK/TEXAS
 GK0711  COUNTRY     -  US
 GK0711  USGS QUAD   -  TEXHOMA NW (2018)
 GK0711
 GK0711                         *CURRENT SURVEY CONTROL
 GK0711  ______________________________________________________________________
 GK0711* NAD 83(1986) POSITION- 36 40 31.     (N) 101 53 19.     (W)   SCALED
 GK0711* NAVD 88 ORTHO HEIGHT -  1066.446 (meters)     3498.83  (feet) ADJUSTED
 GK0711  ______________________________________________________________________
 GK0711  GEOID HEIGHT    -        -25.422 (meters)                     GEOID18
 GK0711  DYNAMIC HEIGHT  -       1065.317 (meters)     3495.13  (feet) COMP
 GK0711  MODELED GRAVITY -    979,537.1   (mgal)                       NAVD 88
 GK0711
 GK0711  VERT ORDER      -  SECOND    CLASS 0
 GK0711
 GK0711.The horizontal coordinates were scaled from a map and have
 GK0711.an estimated accuracy of +/- 6 seconds.
 GK0711
 GK0711.The orthometric height was determined by differential leveling and
 GK0711.adjusted by the NATIONAL GEODETIC SURVEY
 GK0711.in June 1991.
 GK0711
 GK0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0711.GEOID18 height accuracy estimate available here.
 GK0711
 GK0711.Click photographs - Photos may exist for this station.
 GK0711
 GK0711.The dynamic height is computed by dividing the NAVD 88
 GK0711.geopotential number by the normal gravity value computed on the
 GK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0711.degrees latitude (g = 980.6199 gals.).
 GK0711
 GK0711.The modeled gravity was interpolated from observed gravity values.
 GK0711
 GK0711;                    North         East    Units  Estimated Accuracy
 GK0711;SPC OK N     -   192,840.      252,500.      MT  (+/- 180 meters Scaled)
 GK0711
 GK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF418627(NAD 83)
 GK0711
 GK0711                          SUPERSEDED SURVEY CONTROL
 GK0711
 GK0711  NGVD 29 (??/??/92) 1065.966  (m)         3497.26   (f) ADJ UNCH    2 0
 GK0711
 GK0711.Superseded values are not recommended for survey control.
 GK0711
 GK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0711.See file dsdata.pdf to determine how the superseded data were derived.
 GK0711
 GK0711_MARKER: DB = BENCH MARK DISK
 GK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0711_STAMPING: W 71 1935
 GK0711_MARK LOGO: CGS
 GK0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0711+STABILITY: SURFACE MOTION
 GK0711
 GK0711  HISTORY     - Date     Condition        Report By
 GK0711  HISTORY     - 1935     MONUMENTED       CGS
 GK0711  HISTORY     - 19980504 GOOD             OKDOT
 GK0711
 GK0711                          STATION DESCRIPTION
 GK0711
 GK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0711'9.5 MI S FROM EVA.
 GK0711'9.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, 32 FEET
 GK0711'EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A FENCE CORNER,
 GK0711'AND 1 FOOT OF THE FENCE. A STANDARD DISK, STAMPED W 71 1935 AND SET IN
 GK0711'THE TOP OF A CONCRETE POST.
 GK0711
 GK0711                          STATION RECOVERY (1998)
 GK0711
 GK0711'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0711'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND SH 95 AT FOUR
 GK0711'CORNERS, GO EAST ON US 64 FOR 1.0 MILE (1.6 KM) TO A CROSS ROAD. TURN
 GK0711'RIGHT AND GO SOUTH ON A GRAVEL COUNTY ROAD FOR 6.0 MILES (9.7 KM) TO
 GK0711'THE MARK ON THE LEFT.  IT IS 34 FEET (10.4 M) EAST OF THE CENTERLINE
 GK0711'OF THE COUNTY ROAD, 10 FEET (3.0 M) SOUTH OF A FIELD ENTRANCE EAST, 10
 GK0711'FEET (3.0 M) NORTH OF A FIELD ENTRANCE EAST, 4 FEET (1.2 M) NORTHWEST
 GK0711'OF A FENCE CORNER POST, 1.5 FEET (0.5 M) NORTH OF A FENCE LINE EAST, 1
 GK0711'FOOT (0.3 M) WEST OF A STEEL OKDOT WITNESS POST, AND SET IN THE TOP OF
 GK0711'A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0003 ***********************************************************************
 GL0003  DESIGNATION -  W 72
 GL0003  PID         -  GL0003
 GL0003  STATE/COUNTY-  OK/CIMARRON
 GL0003  COUNTRY     -  US
 GL0003  USGS QUAD   -  HOPKINS (2018)
 GL0003
 GL0003                         *CURRENT SURVEY CONTROL
 GL0003  ______________________________________________________________________
 GL0003* NAD 83(1986) POSITION- 36 45 44.     (N) 102 03 03.     (W)   SCALED
 GL0003* NAVD 88 ORTHO HEIGHT -  1131.278 (meters)     3711.53  (feet) ADJUSTED
 GL0003  ______________________________________________________________________
 GL0003  GEOID HEIGHT    -        -24.866 (meters)                     GEOID18
 GL0003  DYNAMIC HEIGHT  -       1130.078 (meters)     3707.60  (feet) COMP
 GL0003  MODELED GRAVITY -    979,531.6   (mgal)                       NAVD 88
 GL0003
 GL0003  VERT ORDER      -  SECOND    CLASS 0
 GL0003
 GL0003.The horizontal coordinates were scaled from a map and have
 GL0003.an estimated accuracy of +/- 6 seconds.
 GL0003
 GL0003.The orthometric height was determined by differential leveling and
 GL0003.adjusted by the NATIONAL GEODETIC SURVEY
 GL0003.in June 1991.
 GL0003
 GL0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0003.GEOID18 height accuracy estimate available here.
 GL0003
 GL0003.Click photographs - Photos may exist for this station.
 GL0003
 GL0003.The dynamic height is computed by dividing the NAVD 88
 GL0003.geopotential number by the normal gravity value computed on the
 GL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0003.degrees latitude (g = 980.6199 gals.).
 GL0003
 GL0003.The modeled gravity was interpolated from observed gravity values.
 GL0003
 GL0003;                    North         East    Units  Estimated Accuracy
 GL0003;SPC OK N     -   203,070.      238,410.      MT  (+/- 180 meters Scaled)
 GL0003
 GL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA632725(NAD 83)
 GL0003
 GL0003                          SUPERSEDED SURVEY CONTROL
 GL0003
 GL0003  NGVD 29 (??/??/92) 1130.772  (m)         3709.87   (f) ADJ UNCH    2 0
 GL0003
 GL0003.Superseded values are not recommended for survey control.
 GL0003
 GL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0003.See file dsdata.pdf to determine how the superseded data were derived.
 GL0003
 GL0003_MARKER: DB = BENCH MARK DISK
 GL0003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0003_SP_SET: BOX CULVERT HEADWALL
 GL0003_STAMPING: W 72 1935
 GL0003_MARK LOGO: CGS
 GL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0003+STABILITY: SURFACE MOTION
 GL0003
 GL0003  HISTORY     - Date     Condition        Report By
 GL0003  HISTORY     - 1935     MONUMENTED       CGS
 GL0003  HISTORY     - 1939     GOOD             USGS
 GL0003
 GL0003                          STATION DESCRIPTION
 GL0003
 GL0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0003'28.0 MI E FROM BOISE CITY.
 GL0003'28.0 MI. E. OF ALONG U.S. HWY. NO. 64 ABOUT 200 FT. W. OF THE
 GL0003'CENTERLINE OF A CROSS ROAD, IN THE S. CURB OF A CONCRETE BOX CULVERT,
 GL0003'AT THE E. END OF THE CULVERT, AND 20 FT. S. OF THE CENTER LINE OF THE
 GL0003'HWY. NEAR THE NORTHEAST CORNER OF SECTION 2, T 3 N, R 9 E..
 GL0003
 GL0003                          STATION RECOVERY (1939)
 GL0003
 GL0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 GL0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0345 ***********************************************************************
 GL0345  DESIGNATION -  W 73
 GL0345  PID         -  GL0345
 GL0345  STATE/COUNTY-  OK/CIMARRON
 GL0345  COUNTRY     -  US
 GL0345  USGS QUAD   -  WHEELESS (2018)
 GL0345
 GL0345                         *CURRENT SURVEY CONTROL
 GL0345  ______________________________________________________________________
 GL0345* NAD 83(1986) POSITION- 36 43 09.     (N) 102 52 38.     (W)   SCALED
 GL0345* NAVD 88 ORTHO HEIGHT -  1414.713 (meters)     4641.44  (feet) ADJUSTED
 GL0345  ______________________________________________________________________
 GL0345  GEOID HEIGHT    -        -22.776 (meters)                     GEOID18
 GL0345  DYNAMIC HEIGHT  -       1413.110 (meters)     4636.18  (feet) COMP
 GL0345  MODELED GRAVITY -    979,448.8   (mgal)                       NAVD 88
 GL0345
 GL0345  VERT ORDER      -  SECOND    CLASS 0
 GL0345
 GL0345.The horizontal coordinates were scaled from a map and have
 GL0345.an estimated accuracy of +/- 6 seconds.
 GL0345
 GL0345.The orthometric height was determined by differential leveling and
 GL0345.adjusted by the NATIONAL GEODETIC SURVEY
 GL0345.in June 1991.
 GL0345
 GL0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0345.GEOID18 height accuracy estimate available here.
 GL0345
 GL0345.Click photographs - Photos may exist for this station.
 GL0345
 GL0345.The dynamic height is computed by dividing the NAVD 88
 GL0345.geopotential number by the normal gravity value computed on the
 GL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0345.degrees latitude (g = 980.6199 gals.).
 GL0345
 GL0345.The modeled gravity was interpolated from observed gravity values.
 GL0345
 GL0345;                    North         East    Units  Estimated Accuracy
 GL0345;SPC OK N     -   201,690.      164,470.      MT  (+/- 180 meters Scaled)
 GL0345
 GL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA895658(NAD 83)
 GL0345
 GL0345                          SUPERSEDED SURVEY CONTROL
 GL0345
 GL0345  NGVD 29 (??/??/92) 1414.044  (m)         4639.24   (f) ADJ UNCH    2 0
 GL0345
 GL0345.Superseded values are not recommended for survey control.
 GL0345
 GL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0345.See file dsdata.pdf to determine how the superseded data were derived.
 GL0345
 GL0345_MARKER: DB = BENCH MARK DISK
 GL0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0345_STAMPING: W 73 1935
 GL0345_MARK LOGO: CGS
 GL0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0345+STABILITY: SURFACE MOTION
 GL0345
 GL0345  HISTORY     - Date     Condition        Report By
 GL0345  HISTORY     - 1935     MONUMENTED       CGS
 GL0345  HISTORY     - 1966     GOOD             USGS
 GL0345
 GL0345                          STATION DESCRIPTION
 GL0345
 GL0345'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0345'1.0 MI E FROM WHEELESS.
 GL0345'WHEELESS, CIMARRON COUNTY, OKLAHOMA, 1.0 MILE E. ALONG PAVED RD. FROM,
 GL0345'T. 3 N., R. 2 E., NEAR THE NE CORNER OF SECTION 19, NEAR A RD.
 GL0345'INTERSECTION, 63 FT. S., 38 FT. W. AND 0.8 FT. HIGHER THAN CROSSRDS.,
 GL0345'1.5 FT. E. OF A WITNESS POST, IN CONCRETE POST PROJECTING 0.5 FT.  A
 GL0345'USC AND GS DISK STAMPED W-73 1935.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0004 ***********************************************************************
 GL0004  DESIGNATION -  W 74
 GL0004  PID         -  GL0004
 GL0004  STATE/COUNTY-  OK/CIMARRON
 GL0004  COUNTRY     -  US
 GL0004  USGS QUAD   -  HOPKINS (2018)
 GL0004
 GL0004                         *CURRENT SURVEY CONTROL
 GL0004  ______________________________________________________________________
 GL0004* NAD 83(1986) POSITION- 36 45 44.     (N) 102 04 06.     (W)   SCALED
 GL0004* NAVD 88 ORTHO HEIGHT -  1138.267 (meters)     3734.46  (feet) ADJUSTED
 GL0004  ______________________________________________________________________
 GL0004  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 GL0004  DYNAMIC HEIGHT  -       1137.058 (meters)     3730.50  (feet) COMP
 GL0004  MODELED GRAVITY -    979,529.8   (mgal)                       NAVD 88
 GL0004
 GL0004  VERT ORDER      -  SECOND    CLASS 0
 GL0004
 GL0004.The horizontal coordinates were scaled from a map and have
 GL0004.an estimated accuracy of +/- 6 seconds.
 GL0004
 GL0004.The orthometric height was determined by differential leveling and
 GL0004.adjusted by the NATIONAL GEODETIC SURVEY
 GL0004.in June 1991.
 GL0004
 GL0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0004.GEOID18 height accuracy estimate available here.
 GL0004
 GL0004.Click photographs - Photos may exist for this station.
 GL0004
 GL0004.The dynamic height is computed by dividing the NAVD 88
 GL0004.geopotential number by the normal gravity value computed on the
 GL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0004.degrees latitude (g = 980.6199 gals.).
 GL0004
 GL0004.The modeled gravity was interpolated from observed gravity values.
 GL0004
 GL0004;                    North         East    Units  Estimated Accuracy
 GL0004;SPC OK N     -   203,140.      236,850.      MT  (+/- 180 meters Scaled)
 GL0004
 GL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA616725(NAD 83)
 GL0004
 GL0004                          SUPERSEDED SURVEY CONTROL
 GL0004
 GL0004  NGVD 29 (??/??/92) 1137.758  (m)         3732.79   (f) ADJ UNCH    2 0
 GL0004
 GL0004.Superseded values are not recommended for survey control.
 GL0004
 GL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0004.See file dsdata.pdf to determine how the superseded data were derived.
 GL0004
 GL0004_MARKER: DB = BENCH MARK DISK
 GL0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0004_SP_SET: BOX CULVERT HEADWALL
 GL0004_STAMPING: W 74 1935
 GL0004_MARK LOGO: CGS
 GL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0004+STABILITY: SURFACE MOTION
 GL0004
 GL0004  HISTORY     - Date     Condition        Report By
 GL0004  HISTORY     - 1935     MONUMENTED       CGS
 GL0004  HISTORY     - 1939     GOOD             USGS
 GL0004
 GL0004                          STATION DESCRIPTION
 GL0004
 GL0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0004'27.0 MI E FROM BOISE CITY.
 GL0004'27.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, ON THE S. CURB
 GL0004'OF A CONCRETE BOX CULVERT, AT THE E. END OF THE CULVERT, 180 FT. W. OF
 GL0004'THE CENTER LINE OF THE CROSS ROAD, AND 20 FT. S. OF THE CENTER LINE OF
 GL0004'THE HIGHWAY, NEAR THE NORTHEAST CORNER OF SECTION 3, T 3 N, R 9 E.
 GL0004
 GL0004                          STATION RECOVERY (1939)
 GL0004
 GL0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 GL0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0276 ***********************************************************************
 GK0276  DESIGNATION -  W 75
 GK0276  PID         -  GK0276
 GK0276  STATE/COUNTY-  OK/TEXAS
 GK0276  COUNTRY     -  US
 GK0276  USGS QUAD   -  STRAIGHT SW (2018)
 GK0276
 GK0276                         *CURRENT SURVEY CONTROL
 GK0276  ______________________________________________________________________
 GK0276* NAD 83(1986) POSITION- 36 46 37.     (N) 101 29 33.     (W)   SCALED
 GK0276* NAVD 88 ORTHO HEIGHT -   954.519 (meters)     3131.62  (feet) ADJUSTED
 GK0276  ______________________________________________________________________
 GK0276  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 GK0276  DYNAMIC HEIGHT  -        953.540 (meters)     3128.41  (feet) COMP
 GK0276  MODELED GRAVITY -    979,573.3   (mgal)                       NAVD 88
 GK0276
 GK0276  VERT ORDER      -  SECOND    CLASS 0
 GK0276
 GK0276.The horizontal coordinates were scaled from a map and have
 GK0276.an estimated accuracy of +/- 6 seconds.
 GK0276
 GK0276.The orthometric height was determined by differential leveling and
 GK0276.adjusted by the NATIONAL GEODETIC SURVEY
 GK0276.in June 1991.
 GK0276
 GK0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0276.GEOID18 height accuracy estimate available here.
 GK0276
 GK0276.Click photographs - Photos may exist for this station.
 GK0276
 GK0276.The dynamic height is computed by dividing the NAVD 88
 GK0276.geopotential number by the normal gravity value computed on the
 GK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0276.degrees latitude (g = 980.6199 gals.).
 GK0276
 GK0276.The modeled gravity was interpolated from observed gravity values.
 GK0276
 GK0276;                    North         East    Units  Estimated Accuracy
 GK0276;SPC OK N     -   202,770.      288,290.      MT  (+/- 180 meters Scaled)
 GK0276
 GK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF775730(NAD 83)
 GK0276
 GK0276                          SUPERSEDED SURVEY CONTROL
 GK0276
 GK0276  NGVD 29 (??/??/92)  954.086  (m)         3130.20   (f) ADJ UNCH    2 0
 GK0276
 GK0276.Superseded values are not recommended for survey control.
 GK0276
 GK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0276.See file dsdata.pdf to determine how the superseded data were derived.
 GK0276
 GK0276_MARKER: DB = BENCH MARK DISK
 GK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0276_STAMPING: W 75 1935
 GK0276_MARK LOGO: CGS
 GK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0276+STABILITY: SURFACE MOTION
 GK0276
 GK0276  HISTORY     - Date     Condition        Report By
 GK0276  HISTORY     - 1935     MONUMENTED       CGS
 GK0276  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0276
 GK0276                          STATION DESCRIPTION
 GK0276
 GK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0276'6.6 MI N FROM GUYMON.
 GK0276'6.6 MI. N. OF CO. HO. ALONG U.S. NO. 64 AND ROAD TO PONY CREEK. ABOUT
 GK0276'2.0 MI. N. ALONG ROAD FROM POINT WHERE U.S. 64 TURNS W., ABOUT 35 FT.
 GK0276'N. AND A 2 FT. W. OF A SECTION LINE FENCE CORNER AND ABOUT 52 FT. W.
 GK0276'OF THE CENTER LINE OF THE HIGHWAY.
 GK0276
 GK0276                          STATION RECOVERY (1965)
 GK0276
 GK0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0319 ***********************************************************************
 FH0319  DESIGNATION -  W 76
 FH0319  PID         -  FH0319
 FH0319  STATE/COUNTY-  OK/SEQUOYAH
 FH0319  COUNTRY     -  US
 FH0319  USGS QUAD   -  KEOTA (2018)
 FH0319
 FH0319                         *CURRENT SURVEY CONTROL
 FH0319  ______________________________________________________________________
 FH0319* NAD 83(1986) POSITION- 35 22 20.     (N) 094 53 40.     (W)   SCALED
 FH0319* NAVD 88 ORTHO HEIGHT -   138.195 (meters)      453.39  (feet) ADJUSTED
 FH0319  ______________________________________________________________________
 FH0319  GEOID HEIGHT    -        -30.330 (meters)                     GEOID18
 FH0319  DYNAMIC HEIGHT  -        138.064 (meters)      452.97  (feet) COMP
 FH0319  MODELED GRAVITY -    979,687.5   (mgal)                       NAVD 88
 FH0319
 FH0319  VERT ORDER      -  SECOND    CLASS 0
 FH0319
 FH0319.The horizontal coordinates were scaled from a map and have
 FH0319.an estimated accuracy of +/- 6 seconds.
 FH0319
 FH0319.The orthometric height was determined by differential leveling and
 FH0319.adjusted by the NATIONAL GEODETIC SURVEY
 FH0319.in June 1991.
 FH0319
 FH0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0319.GEOID18 height accuracy estimate available here.
 FH0319
 FH0319.Click photographs - Photos may exist for this station.
 FH0319
 FH0319.The dynamic height is computed by dividing the NAVD 88
 FH0319.geopotential number by the normal gravity value computed on the
 FH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0319.degrees latitude (g = 980.6199 gals.).
 FH0319
 FH0319.The modeled gravity was interpolated from observed gravity values.
 FH0319
 FH0319;                    North         East    Units  Estimated Accuracy
 FH0319;SPC OK N     -    45,810.      882,170.      MT  (+/- 180 meters Scaled)
 FH0319
 FH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV279159(NAD 83)
 FH0319
 FH0319                          SUPERSEDED SURVEY CONTROL
 FH0319
 FH0319  NGVD 29 (??/??/92)  138.081  (m)          453.02   (f) ADJ UNCH    2 0
 FH0319
 FH0319.Superseded values are not recommended for survey control.
 FH0319
 FH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0319.See file dsdata.pdf to determine how the superseded data were derived.
 FH0319
 FH0319_MARKER: DB = BENCH MARK DISK
 FH0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0319_STAMPING: W 76 1940
 FH0319_MARK LOGO: CGS
 FH0319_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0319+STABILITY: SURFACE MOTION
 FH0319
 FH0319  HISTORY     - Date     Condition        Report By
 FH0319  HISTORY     - 1940     MONUMENTED       CGS
 FH0319  HISTORY     - 1964     MARK NOT FOUND   USGS
 FH0319
 FH0319                          STATION DESCRIPTION
 FH0319
 FH0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0319'12.3 MI SW FROM SALLISAW.
 FH0319'12.3 MILES SOUTHWEST OF POST OFFICE IN SALLISAW TO REACH FROM
 FH0319'POST OFFICE IN SALLISAW, PROCEED WEST ON U.S. HIGHWAY NO. 64,
 FH0319'GO 5.5 MILES, TURN LEFT (SOUTH) ONTO GRADED ROAD, GO 6.0 MILES,
 FH0319'TURN RIGHT (WEST) AT SECTION CORNER AND T-INTERSECTION, GO 0.5
 FH0319'MILES, PASS THROUGH GATE, CONTINUE WEST ON TRACK ROAD THROUGH
 FH0319'PASTURE TO RIVER BANK, GO 0.3 MILE.  BENCH MARK IS AT EDGE OF
 FH0319'OLD CHANNEL OF RIVER, ABOUT 0.3 MILE EAST OF MAIN CHANNEL, 18
 FH0319'FEET EAST OF EDGE OF BANK, 3.2 FEET NORTH OF A 4 X 4 INCH WOODEN
 FH0319'POST PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.5
 FH0319'FOOT.
 FH0319
 FH0319                          STATION RECOVERY (1964)
 FH0319
 FH0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FH0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0604 ***********************************************************************
 FH0604  DESIGNATION -  W 77
 FH0604  PID         -  FH0604
 FH0604  STATE/COUNTY-  OK/MUSKOGEE
 FH0604  COUNTRY     -  US
 FH0604  USGS QUAD   -  STIGLER NE (2018)
 FH0604
 FH0604                         *CURRENT SURVEY CONTROL
 FH0604  ______________________________________________________________________
 FH0604* NAD 83(1986) POSITION- 35 27 23.     (N) 095 05 00.     (W)   SCALED
 FH0604* NAVD 88 ORTHO HEIGHT -   144.142 (meters)      472.91  (feet) ADJUSTED
 FH0604  ______________________________________________________________________
 FH0604  GEOID HEIGHT    -        -30.018 (meters)                     GEOID18
 FH0604  DYNAMIC HEIGHT  -        144.007 (meters)      472.46  (feet) COMP
 FH0604  MODELED GRAVITY -    979,701.4   (mgal)                       NAVD 88
 FH0604
 FH0604  VERT ORDER      -  SECOND    CLASS 0
 FH0604
 FH0604.The horizontal coordinates were scaled from a map and have
 FH0604.an estimated accuracy of +/- 6 seconds.
 FH0604
 FH0604.The orthometric height was determined by differential leveling and
 FH0604.adjusted by the NATIONAL GEODETIC SURVEY
 FH0604.in June 1991.
 FH0604
 FH0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0604.GEOID18 height accuracy estimate available here.
 FH0604
 FH0604.Click photographs - Photos may exist for this station.
 FH0604
 FH0604.The dynamic height is computed by dividing the NAVD 88
 FH0604.geopotential number by the normal gravity value computed on the
 FH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0604.degrees latitude (g = 980.6199 gals.).
 FH0604
 FH0604.The modeled gravity was interpolated from observed gravity values.
 FH0604
 FH0604;                    North         East    Units  Estimated Accuracy
 FH0604;SPC OK N     -    54,620.      864,740.      MT  (+/- 180 meters Scaled)
 FH0604
 FH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV109256(NAD 83)
 FH0604
 FH0604                          SUPERSEDED SURVEY CONTROL
 FH0604
 FH0604  NGVD 29 (??/??/92)  144.026  (m)          472.53   (f) ADJ UNCH    2 0
 FH0604
 FH0604.Superseded values are not recommended for survey control.
 FH0604
 FH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0604.See file dsdata.pdf to determine how the superseded data were derived.
 FH0604
 FH0604_MARKER: DB = BENCH MARK DISK
 FH0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0604_STAMPING: W 77 1940
 FH0604_MARK LOGO: CGS
 FH0604_PROJECTION: PROJECTING 18 CENTIMETERS
 FH0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0604+STABILITY: SURFACE MOTION
 FH0604
 FH0604  HISTORY     - Date     Condition        Report By
 FH0604  HISTORY     - 1940     MONUMENTED       CGS
 FH0604  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0604
 FH0604                          STATION DESCRIPTION
 FH0604
 FH0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0604'6.5 MI SE FROM WEBBERS FALLS.
 FH0604'6.5 MILES SOUTHEAST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0604'FROM POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0604'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0604'ROAD, GO 3.0 MILES, TURN LEFT (EAST) AT T-INTERSECTION, GO 1.5
 FH0604'MILES, TURN RIGHT (SOUTH) AT T-INTERSECTION GO 0.5 MILE, TURN
 FH0604'LEFT (EAST) AT CROSS-ROADS, GO 0.8 MILE.  BENCH MARK IS LOCATED
 FH0604'104 FEET EAST OF EAST END OF MAIN SPAN OF STEEL BRIDGE OVER
 FH0604'DIRTY CREEK, 20 FEET NORTH OF CENTER LINE OF ROAD, 3 FEET EAST
 FH0604'OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 1.8 FEET,
 FH0604'1 FOOT SOUTH OF FENCE.  MONUMENT PROJECTS 0.6 FOOT.  NOTE-- BRIDGE
 FH0604'OVER DIRTY CREEK IS GONE AND THE AREA TO THE EAST CAN ONLY BE
 FH0604'REACHED IN DRY WEATHER.  THE LAND IN AREA HAS BEEN FLOODED
 FH0604'SEVERAL TIMES.
 FH0604
 FH0604                          STATION RECOVERY (1960)
 FH0604
 FH0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0536 ***********************************************************************
 FH0536  DESIGNATION -  W 78
 FH0536  PID         -  FH0536
 FH0536  STATE/COUNTY-  OK/MUSKOGEE
 FH0536  COUNTRY     -  US
 FH0536  USGS QUAD   -  NORTHEAST MUSKOGEE (2018)
 FH0536
 FH0536                         *CURRENT SURVEY CONTROL
 FH0536  ______________________________________________________________________
 FH0536* NAD 83(1986) POSITION- 35 47 02.     (N) 095 21 30.     (W)   SCALED
 FH0536* NAVD 88 ORTHO HEIGHT -   168.866 (meters)      554.02  (feet) ADJUSTED
 FH0536  ______________________________________________________________________
 FH0536  GEOID HEIGHT    -        -29.430 (meters)                     GEOID18
 FH0536  DYNAMIC HEIGHT  -        168.714 (meters)      553.52  (feet) COMP
 FH0536  MODELED GRAVITY -    979,733.2   (mgal)                       NAVD 88
 FH0536
 FH0536  VERT ORDER      -  SECOND    CLASS 0
 FH0536
 FH0536.The horizontal coordinates were scaled from a map and have
 FH0536.an estimated accuracy of +/- 6 seconds.
 FH0536
 FH0536.The orthometric height was determined by differential leveling and
 FH0536.adjusted by the NATIONAL GEODETIC SURVEY
 FH0536.in June 1991.
 FH0536
 FH0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0536.GEOID18 height accuracy estimate available here.
 FH0536
 FH0536.Click photographs - Photos may exist for this station.
 FH0536
 FH0536.The dynamic height is computed by dividing the NAVD 88
 FH0536.geopotential number by the normal gravity value computed on the
 FH0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0536.degrees latitude (g = 980.6199 gals.).
 FH0536
 FH0536.The modeled gravity was interpolated from observed gravity values.
 FH0536
 FH0536;                    North         East    Units  Estimated Accuracy
 FH0536;SPC OK N     -    90,220.      838,790.      MT  (+/- 180 meters Scaled)
 FH0536
 FH0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV868625(NAD 83)
 FH0536
 FH0536                          SUPERSEDED SURVEY CONTROL
 FH0536
 FH0536  NGVD 29 (??/??/92)  168.752  (m)          553.65   (f) ADJ UNCH    2 0
 FH0536
 FH0536.Superseded values are not recommended for survey control.
 FH0536
 FH0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0536.See file dsdata.pdf to determine how the superseded data were derived.
 FH0536
 FH0536_MARKER: DB = BENCH MARK DISK
 FH0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0536_STAMPING: W 78 1940
 FH0536_MARK LOGO: CGS
 FH0536_PROJECTION: PROJECTING 8 CENTIMETERS
 FH0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0536+STABILITY: SURFACE MOTION
 FH0536
 FH0536  HISTORY     - Date     Condition        Report By
 FH0536  HISTORY     - 1940     MONUMENTED       CGS
 FH0536  HISTORY     - 1960     GOOD             CGS
 FH0536
 FH0536                          STATION DESCRIPTION
 FH0536
 FH0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0536'2.5 MI N FROM MUSKOGEE.
 FH0536'THIS MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 FH0536'U.S. 62 BUSINESS ROUTE, AT THE NORTH EDGE OF MUSKOGEE, BY GOING
 FH0536'NORTH ON SECTION-LINE ROAD FOR 1.0 MILE TO THE CANAAN SCHOOL
 FH0536'AT CROSSROADS.  THE MARK IS 91 FEET SOUTHEAST OF THE SOUTHEAST
 FH0536'CORNER OF THE SCHOOL HOUSE AND 6 FEET NORTHWEST OF THE SOUTHEAST
 FH0536'CORNER OF THE SCHOOL YARD.  MARK PROJECTS ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0260 ***********************************************************************
 FJ0260  DESIGNATION -  W 8
 FJ0260  PID         -  FJ0260
 FJ0260  STATE/COUNTY-  OK/LINCOLN
 FJ0260  COUNTRY     -  US
 FJ0260  USGS QUAD   -  WELLSTON (2018)
 FJ0260
 FJ0260                         *CURRENT SURVEY CONTROL
 FJ0260  ______________________________________________________________________
 FJ0260* NAD 83(1986) POSITION- 35 41 58.     (N) 097 06 16.     (W)   SCALED
 FJ0260* NAVD 88 ORTHO HEIGHT -   263.316 (meters)      863.90  (feet) ADJUSTED
 FJ0260  ______________________________________________________________________
 FJ0260  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 FJ0260  DYNAMIC HEIGHT  -        263.071 (meters)      863.09  (feet) COMP
 FJ0260  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 FJ0260
 FJ0260  VERT ORDER      -  FIRST     CLASS II
 FJ0260
 FJ0260.The horizontal coordinates were scaled from a map and have
 FJ0260.an estimated accuracy of +/- 6 seconds.
 FJ0260
 FJ0260.The orthometric height was determined by differential leveling and
 FJ0260.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0260.in August 1994.
 FJ0260
 FJ0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0260.GEOID18 height accuracy estimate available here.
 FJ0260
 FJ0260.Click photographs - Photos may exist for this station.
 FJ0260
 FJ0260.The dynamic height is computed by dividing the NAVD 88
 FJ0260.geopotential number by the normal gravity value computed on the
 FJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0260.degrees latitude (g = 980.6199 gals.).
 FJ0260
 FJ0260.The modeled gravity was interpolated from observed gravity values.
 FJ0260
 FJ0260;                    North         East    Units  Estimated Accuracy
 FJ0260;SPC OK N     -    77,980.      681,050.      MT  (+/- 180 meters Scaled)
 FJ0260
 FJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE714522(NAD 83)
 FJ0260
 FJ0260                          SUPERSEDED SURVEY CONTROL
 FJ0260
 FJ0260  NAVD 88 (06/15/91)  263.339  (m)          863.97   (f) SUPERSEDED  1 2
 FJ0260  NGVD 29 (??/??/92)  263.244  (m)          863.66   (f) ADJ UNCH    1 2
 FJ0260
 FJ0260.Superseded values are not recommended for survey control.
 FJ0260
 FJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0260.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0260
 FJ0260_MARKER: DB = BENCH MARK DISK
 FJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0260_STAMPING: W 8 1933
 FJ0260_MARK LOGO: CGS
 FJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0260+STABILITY: SURFACE MOTION
 FJ0260
 FJ0260  HISTORY     - Date     Condition        Report By
 FJ0260  HISTORY     - 1933     MONUMENTED       CGS
 FJ0260  HISTORY     - 1966     MARK NOT FOUND   USGS
 FJ0260
 FJ0260                          STATION DESCRIPTION
 FJ0260
 FJ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0260'2.9 MI W FROM WELLSTON.
 FJ0260'2.9 MILES W. OF WELLSTON.  ON SOUTH BANK OF DRAINAGE CANAL
 FJ0260'ADJACENT TO S.L.-S.F. R.R. AT MP 508/11.  75 FEET N. OF TRACK
 FJ0260'AND 300 FEET E. OF CROSS-ROAD.  30 FEET N. OF RIGHT OF WAY
 FJ0260'FENCE.
 FJ0260
 FJ0260                          STATION RECOVERY (1966)
 FJ0260
 FJ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FJ0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0514 ***********************************************************************
 FJ0514  DESIGNATION -  W 9
 FJ0514  PID         -  FJ0514
 FJ0514  STATE/COUNTY-  OK/CANADIAN
 FJ0514  COUNTRY     -  US
 FJ0514  USGS QUAD   -  MUSTANG (2018)
 FJ0514
 FJ0514                         *CURRENT SURVEY CONTROL
 FJ0514  ______________________________________________________________________
 FJ0514* NAD 83(1986) POSITION- 35 28 48.     (N) 097 42 47.     (W)   SCALED
 FJ0514* NAVD 88 ORTHO HEIGHT -   388.806 (meters)     1275.61  (feet) POSTED
 FJ0514  ______________________________________________________________________
 FJ0514  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 FJ0514  DYNAMIC HEIGHT  -        388.43  (meters)     1274.4   (feet) COMP
 FJ0514  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 FJ0514
 FJ0514  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0514
 FJ0514.The horizontal coordinates were scaled from a map and have
 FJ0514.an estimated accuracy of +/- 6 seconds.
 FJ0514
 FJ0514.The orthometric height was determined by differential leveling
 FJ0514.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0514
 FJ0514.* This is a POSTED BENCH MARK height.
 FJ0514
 FJ0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0514.GEOID18 height accuracy estimate available here.
 FJ0514
 FJ0514.Click photographs - Photos may exist for this station.
 FJ0514
 FJ0514.The dynamic height is computed by dividing the NAVD 88
 FJ0514.geopotential number by the normal gravity value computed on the
 FJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0514.degrees latitude (g = 980.6199 gals.).
 FJ0514
 FJ0514.The modeled gravity was interpolated from observed gravity values.
 FJ0514
 FJ0514;                    North         East    Units  Estimated Accuracy
 FJ0514;SPC OK N     -    53,300.      626,040.      MT  (+/- 180 meters Scaled)
 FJ0514
 FJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE167270(NAD 83)
 FJ0514
 FJ0514                          SUPERSEDED SURVEY CONTROL
 FJ0514
 FJ0514  NAVD 88 (06/15/91)  388.844  (m)         1275.73   (f) SUPERSEDED  1 2
 FJ0514  NGVD 29 (??/??/92)  388.691  (m)         1275.23   (f) ADJ UNCH    1 2
 FJ0514
 FJ0514.Superseded values are not recommended for survey control.
 FJ0514
 FJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0514.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0514
 FJ0514_MARKER: DB = BENCH MARK DISK
 FJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0514_STAMPING: W 9 1933
 FJ0514_MARK LOGO: CGS
 FJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0514+STABILITY: SURFACE MOTION
 FJ0514
 FJ0514  HISTORY     - Date     Condition        Report By
 FJ0514  HISTORY     - 1933     MONUMENTED       CGS
 FJ0514  HISTORY     - 1966     MARK NOT FOUND   CGS
 FJ0514  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0514
 FJ0514                          STATION DESCRIPTION
 FJ0514
 FJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0514'2.8 MI SE FROM YUKON.
 FJ0514'2 3/4 MILES SE. OF YUKON, ON ROCK ISLAND R.R. AT MP 498/08.
 FJ0514'45 FEET S. OF TRACK, 20 FEET E. OF FARM CROSSING AND 800 FEET NW.
 FJ0514'OF HIGHWAY CROSSING.
 FJ0514
 FJ0514                          STATION RECOVERY (1966)
 FJ0514
 FJ0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 FJ0514'MARK NOT FOUND.
 FJ0514
 FJ0514                          STATION RECOVERY (1984)
 FJ0514
 FJ0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0514'NOT RECOVERED, THE CONCRETE POST WAS FOUND BROKEN IN SMALL PIECES,
 FJ0514'DISK LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0223 ***********************************************************************
 EM0223  DESIGNATION -  W 96
 EM0223  PID         -  EM0223
 EM0223  STATE/COUNTY-  OK/TILLMAN
 EM0223  COUNTRY     -  US
 EM0223  USGS QUAD   -  LONG MOUNTAIN (2018)
 EM0223
 EM0223                         *CURRENT SURVEY CONTROL
 EM0223  ______________________________________________________________________
 EM0223* NAD 83(1986) POSITION- 34 38 08.     (N) 099 05 30.     (W)   SCALED
 EM0223* NAVD 88 ORTHO HEIGHT -   407.932 (meters)     1338.36  (feet) ADJUSTED
 EM0223  ______________________________________________________________________
 EM0223  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 EM0223  DYNAMIC HEIGHT  -        407.519 (meters)     1337.00  (feet) COMP
 EM0223  MODELED GRAVITY -    979,609.7   (mgal)                       NAVD 88
 EM0223
 EM0223  VERT ORDER      -  SECOND    CLASS 0
 EM0223
 EM0223.The horizontal coordinates were scaled from a map and have
 EM0223.an estimated accuracy of +/- 6 seconds.
 EM0223
 EM0223.The orthometric height was determined by differential leveling and
 EM0223.adjusted by the NATIONAL GEODETIC SURVEY
 EM0223.in June 1991.
 EM0223
 EM0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0223.GEOID18 height accuracy estimate available here.
 EM0223
 EM0223.Click photographs - Photos may exist for this station.
 EM0223
 EM0223.The dynamic height is computed by dividing the NAVD 88
 EM0223.geopotential number by the normal gravity value computed on the
 EM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0223.degrees latitude (g = 980.6199 gals.).
 EM0223
 EM0223.The modeled gravity was interpolated from observed gravity values.
 EM0223
 EM0223;                    North         East    Units  Estimated Accuracy
 EM0223;SPC OK S     -   144,990.      499,910.      MT  (+/- 180 meters Scaled)
 EM0223
 EM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD915326(NAD 83)
 EM0223
 EM0223                          SUPERSEDED SURVEY CONTROL
 EM0223
 EM0223  NGVD 29 (??/??/92)  407.782  (m)         1337.86   (f) ADJ UNCH    2 0
 EM0223
 EM0223.Superseded values are not recommended for survey control.
 EM0223
 EM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0223.See file dsdata.pdf to determine how the superseded data were derived.
 EM0223
 EM0223_MARKER: DB = BENCH MARK DISK
 EM0223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0223_SP_SET: PILLAR
 EM0223_STAMPING: W 96 1934
 EM0223_MARK LOGO: CGS
 EM0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0223
 EM0223  HISTORY     - Date     Condition        Report By
 EM0223  HISTORY     - 1934     MONUMENTED       CGS
 EM0223  HISTORY     - 1962     GOOD             USGS
 EM0223  HISTORY     - 1963     GOOD             CGS
 EM0223
 EM0223                          STATION DESCRIPTION
 EM0223
 EM0223'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EM0223'3.0 MI NE FROM HEADRICK.
 EM0223'HEADRICK, 0.2 MILE NORTH AND 2.8 MILES EAST OF. T. 2 N., R. 18., IN
 EM0223'THE NORTHEAST 1/4 SEC. 21. AT THE U.S. HWY. NO 62 BRIDGE OVER THE R.R.
 EM0223'TRACKS.  IN THE CENTER PILLAR AT THE SOUTHWEST END OF THE BRIDGE. 18
 EM0223'FT. WEST AND 5 FT. ABOVE THE C1. OF THE TRACK.  IN THE EAST SURFACE OF
 EM0223'THE PILLAR.  STANDARD DISK SET VERTICALLY AND STAMPED W 96 1934.
 EM0223
 EM0223                          STATION RECOVERY (1963)
 EM0223
 EM0223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0471 ***********************************************************************
 EK0471  DESIGNATION -  W 99
 EK0471  PID         -  EK0471
 EK0471  STATE/COUNTY-  OK/PUSHMATAHA
 EK0471  COUNTRY     -  US
 EK0471  USGS QUAD   -  SIGNAL MOUNTAIN (2019)
 EK0471
 EK0471                         *CURRENT SURVEY CONTROL
 EK0471  ______________________________________________________________________
 EK0471* NAD 83(1986) POSITION- 34 21 00.     (N) 095 07 11.     (W)   SCALED
 EK0471* NAVD 88 ORTHO HEIGHT -   220.520 (meters)      723.49  (feet) ADJUSTED
 EK0471  ______________________________________________________________________
 EK0471  GEOID HEIGHT    -        -30.936 (meters)                     GEOID18
 EK0471  DYNAMIC HEIGHT  -        220.276 (meters)      722.69  (feet) COMP
 EK0471  MODELED GRAVITY -    979,528.5   (mgal)                       NAVD 88
 EK0471
 EK0471  VERT ORDER      -  SECOND    CLASS 0
 EK0471
 EK0471.The horizontal coordinates were scaled from a map and have
 EK0471.an estimated accuracy of +/- 6 seconds.
 EK0471
 EK0471.The orthometric height was determined by differential leveling and
 EK0471.adjusted by the NATIONAL GEODETIC SURVEY
 EK0471.in June 1991.
 EK0471
 EK0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0471.GEOID18 height accuracy estimate available here.
 EK0471
 EK0471.Click photographs - Photos may exist for this station.
 EK0471
 EK0471.The dynamic height is computed by dividing the NAVD 88
 EK0471.geopotential number by the normal gravity value computed on the
 EK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0471.degrees latitude (g = 980.6199 gals.).
 EK0471
 EK0471.The modeled gravity was interpolated from observed gravity values.
 EK0471
 EK0471;                    North         East    Units  Estimated Accuracy
 EK0471;SPC OK S     -   116,550.      864,950.      MT  (+/- 180 meters Scaled)
 EK0471
 EK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU050029(NAD 83)
 EK0471
 EK0471                          SUPERSEDED SURVEY CONTROL
 EK0471
 EK0471  NGVD 29 (??/??/92)  220.445  (m)          723.24   (f) ADJ UNCH    2 0
 EK0471
 EK0471.Superseded values are not recommended for survey control.
 EK0471
 EK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0471.See file dsdata.pdf to determine how the superseded data were derived.
 EK0471
 EK0471_MARKER: DB = BENCH MARK DISK
 EK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0471_STAMPING: W 99 1960
 EK0471_MARK LOGO: CGS
 EK0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0471+STABILITY: SURFACE MOTION
 EK0471
 EK0471  HISTORY     - Date     Condition        Report By
 EK0471  HISTORY     - 1960     MONUMENTED       CGS
 EK0471
 EK0471                          STATION DESCRIPTION
 EK0471
 EK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0471'7.2 MI SW FROM PICKENS.
 EK0471'ABOUT 0.6 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 EK0471'AT PICKENS, THENCE 6.6 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 EK0471'ALSO 11.0 MILES NORTHEAST OF THE POST OFFICE AT CLOUDY, IN A
 EK0471'SMALL CLEARING, IN SECTION 27, R 21 E, T 2 S, 42 FEET NORTH OF
 EK0471'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A METAL WITNESS
 EK0471'POST, ABOUT 1 FOOT ABOVE THE ROAD, AND IN THE TOP OF A CONCRETE
 EK0471'POST PROJECTING 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1094 ***********************************************************************
 FH1094  DESIGNATION -  WAGONER COTTON MILL BLACK TANK
 FH1094  PID         -  FH1094
 FH1094  STATE/COUNTY-  OK/WAGONER
 FH1094  COUNTRY     -  US
 FH1094  USGS QUAD   -  WAGONER WEST (2018)
 FH1094
 FH1094                         *CURRENT SURVEY CONTROL
 FH1094  ______________________________________________________________________
 FH1094* NAD 83(1993) POSITION- 35 57 52.98891(N) 095 22 56.48073(W)   ADJUSTED
 FH1094  ______________________________________________________________________
 FH1094  GEOID HEIGHT    -        -29.287 (meters)                     GEOID18
 FH1094  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 FH1094  HORZ ORDER      -  THIRD
 FH1094
 FH1094.The horizontal coordinates were established by classical geodetic methods
 FH1094.and adjusted by the National Geodetic Survey in November 1994.
 FH1094
 FH1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1094.GEOID18 height accuracy estimate available here.
 FH1094
 FH1094.Click photographs - Photos may exist for this station.
 FH1094
 FH1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1094
 FH1094. The following values were computed from the NAD 83(1993) position.
 FH1094
 FH1094;                    North         East     Units Scale Factor Converg.
 FH1094;SPC OK N     -   110,220.831   836,081.514   MT  0.99995164   +1 32 41.3
 FH1094;SPC OK N     -   361,616.18  2,743,044.10   sFT  0.99995164   +1 32 41.3
 FH1094;UTM  15      - 3,982,659.201   285,168.974   MT  1.00016872   -1 23 58.8
 FH1094
 FH1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV8516882659(NAD 83)
 FH1094
 FH1094                          SUPERSEDED SURVEY CONTROL
 FH1094
 FH1094  NAD 83(1986)-  35 57 53.01353(N)    095 22 56.46768(W) AD(       ) 3
 FH1094  NAD 27      -  35 57 52.66000(N)    095 22 55.59000(W) AD(       ) 3
 FH1094
 FH1094.Superseded values are not recommended for survey control.
 FH1094
 FH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1094.See file dsdata.pdf to determine how the superseded data were derived.
 FH1094
 FH1094_MARKER: 51 = TANK
 FH1094
 FH1094  HISTORY     - Date     Condition        Report By
 FH1094  HISTORY     - 1934     FIRST OBSERVED   CGS
 FH1094
 FH1094                          STATION DESCRIPTION
 FH1094
 FH1094'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0873 ***********************************************************************
 GH0873  DESIGNATION -  WAKITA
 GH0873  PID         -  GH0873
 GH0873  STATE/COUNTY-  OK/GRANT
 GH0873  COUNTRY     -  US
 GH0873  USGS QUAD   -  WAKITA (2018)
 GH0873
 GH0873                         *CURRENT SURVEY CONTROL
 GH0873  ______________________________________________________________________
 GH0873* NAD 83(1997) POSITION- 36 53 00.47006(N) 097 52 32.24748(W)   ADJUSTED
 GH0873* NAVD 88 ORTHO HEIGHT -   343.8   (meters)     1128.    (feet) VERTCON3
 GH0873  ______________________________________________________________________
 GH0873  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GH0873  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 GH0873  HORZ ORDER      -  FIRST
 GH0873
 GH0873.The horizontal coordinates were established by classical geodetic methods
 GH0873.and adjusted by the National Geodetic Survey in October 1998.
 GH0873
 GH0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0873
 GH0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0873.GEOID18 height accuracy estimate available here.
 GH0873
 GH0873.Click photographs - Photos may exist for this station.
 GH0873
 GH0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0873
 GH0873. The following values were computed from the NAD 83(1997) position.
 GH0873
 GH0873;                    North         East     Units Scale Factor Converg.
 GH0873;SPC OK N     -   208,991.947   611,088.018   MT  1.00002340   +0 04 24.2
 GH0873;SPC OK N     -   685,667.75  2,004,877.94   sFT  1.00002340   +0 04 24.2
 GH0873;UTM  14      - 4,082,534.880   600,196.812   MT  0.99972368   +0 40 29.6
 GH0873
 GH0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0873!SPC OK N     -   0.99995045  x   1.00002340  =   0.99997385
 GH0873!UTM  14      -   0.99995045  x   0.99972368  =   0.99967414
 GH0873
 GH0873:                Primary Azimuth Mark                     Grid Az
 GH0873:SPC OK N     -  WAKITA AZ MK                             088 56 02.8
 GH0873:UTM  14      -  WAKITA AZ MK                             088 19 57.4
 GH0873
 GH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0019682534(NAD 83)
 GH0873
 GH0873|---------------------------------------------------------------------|
 GH0873| PID    Reference Object                     Distance      Geod. Az  |
 GH0873|                                                           dddmmss.s |
 GH0873| GH0867 8 B 7                                45.892 METERS 04747     |
 GH0873| CL5685 WAKITA AZ MK                                       0890027.0 |
 GH0873| GH0871 CLYDE ST ANTHONYS CHURCH SPIRE      APPROX. 6.3 KM 1290410.5 |
 GH0873| GH0870 CLYDE CLYDE COOP ASSN ELEV          APPROX. 6.2 KM 1302734.9 |
 GH0873| CL5686 WAKITA RM 1                          33.397 METERS 15853     |
 GH0873| GH0877 WAKITA MUNICIPAL TANK               APPROX. 4.0 KM 2684925.0 |
 GH0873| GH0876 WAKITA FARMERS COOP ELEVATOR        APPROX. 4.0 KM 2713013.9 |
 GH0873| CL5687 WAKITA RM 2                          20.730 METERS 29420     |
 GH0873|---------------------------------------------------------------------|
 GH0873
 GH0873                          SUPERSEDED SURVEY CONTROL
 GH0873
 GH0873  NAD 83(1993)-  36 53 00.47182(N)    097 52 32.24967(W) AD(       ) 1
 GH0873  NAD 83(1986)-  36 53 00.47669(N)    097 52 32.23944(W) AD(       ) 1
 GH0873  NAD 27      -  36 53 00.38537(N)    097 52 31.03197(W) AD(       ) 1
 GH0873  NGVD 29 (07/19/86)  343.7    (m)         1128.     (f) VERT ANG       
 GH0873
 GH0873.Superseded values are not recommended for survey control.
 GH0873
 GH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0873.See file dsdata.pdf to determine how the superseded data were derived.
 GH0873
 GH0873_MARKER: DS = TRIANGULATION STATION DISK
 GH0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0873_STAMPING: WAKITA 1958
 GH0873_MARK LOGO: CGS
 GH0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0873+STABILITY: SURFACE MOTION
 GH0873
 GH0873  HISTORY     - Date     Condition        Report By
 GH0873  HISTORY     - 1958     MONUMENTED       CGS
 GH0873  HISTORY     - 1968     GOOD             CGS
 GH0873
 GH0873                          STATION DESCRIPTION
 GH0873
 GH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0873'STATION IS ABOUT 2-1/2 MILES EAST OF WAKITA, NEAR THE CENTER
 GH0873'OF A TRIANGLE FORMED BY THREE ROADS, ON LAND OWNED BY THE
 GH0873'STATE AND IN THE NORTHEAST CORNER OF SECTION 30, T 28 N, R 6 W.
 GH0873'
 GH0873'REACHED FROM THE MAIN CROSS STREETS IN WAKITA BY GOING EAST
 GH0873'ON A GRAVELED ROAD FOR 2.55 MILES TO THE STATION ON THE RIGHT.
 GH0873'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH
 GH0873'MARK ON THE RIGHT.
 GH0873'
 GH0873'STATION MARKS ARE STANDARD DISKS, STAMPED WAKITA 1958.  SURFACE
 GH0873'MARK IS SET IN A 11-INCH SQUARE CONCRETE POST PROJECTING 6
 GH0873'INCHES.  IT IS 79 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 GH0873'66 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 66 FEET
 GH0873'NORTHEAST OF THE CENTER OF A GRAVELED ROAD FORMING THE SOUTHWEST
 GH0873'SIDE OF THE TRIANGLE.  A WHITE WITNESS POST WAS SET 3 FEET EAST
 GH0873'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 GH0873'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 GH0873'
 GH0873'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAKITA NO 1 1958,
 GH0873'SET IN A 11-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 GH0873'IS NEAR THE SOUTH APEX OF THE TRIANGLE, 39 FEET WEST OF THE
 GH0873'CENTER OF THE NORTH-SOUTH ROAD, 32 FEET NORTHEAST OF THE CENTER
 GH0873'OF THE GRAVELED ROAD FORMING THE SOUTHWEST SIDE OF THE TRIANGLE
 GH0873'AND 1 FOOT NORTHWEST OF A POWERLINE POLE.
 GH0873'
 GH0873'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAKITA NO 2 1958,
 GH0873'SET IN A 11-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 GH0873'IT IS NEAR THE WEST APEX OF THE TRIANGLE, 53 FEET NORTHEAST
 GH0873'OF THE CENTER OF THE GRAVELED ROAD FORMING THE SOUTHWEST SIDE
 GH0873'OF THE TRIANGLE, 40 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 GH0873'ROAD AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.
 GH0873'
 GH0873'AZIMUTH MARK IS A STANDARD DISK, STAMPED WAKITA 1958, SET IN
 GH0873'A 11-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS
 GH0873'31 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 2 FEET
 GH0873'WEST OF A TELEPHONE POLE.  A WHITE WITNESS POST WAS SET 2 FEET
 GH0873'NORTHEAST OF THE MARK.
 GH0873'
 GH0873'NO. 8 B 7 (OKLA. GEOD. S.) IS A BRONZE DISK, STAMPED 8 B 7 T
 GH0873'T 1934 SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 GH0873'IT IS 38 FEET EAST OF THE NORTH-SOUTH ROAD, 38 FEET NORTH OF
 GH0873'THE CENTER OF THE EAST-WEST ROAD AND 3 FEET WEST OF A POWERLINE
 GH0873'GUY POLE.  A SECOND ORDER TRAVERSE CONNECTION WAS MADE TO THIS
 GH0873'MARK.
 GH0873
 GH0873                          STATION RECOVERY (1968)
 GH0873
 GH0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0873'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 GH0873'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GH0873'
 GH0873'BM NO 8B7 MAY HAVE BEEN STRUCK AND APPEARS TO LEAN SOMEWHAT TO THE
 GH0873'SOUTH.  THE DISTANCE TO THE MARK WAS NOT VERIFIED.
 GH0873'
 GH0873'THE TO REACH THE STATION IS ENTIRELY ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0876 ***********************************************************************
 GH0876  DESIGNATION -  WAKITA FARMERS COOP ELEVATOR
 GH0876  PID         -  GH0876
 GH0876  STATE/COUNTY-  OK/GRANT
 GH0876  COUNTRY     -  US
 GH0876  USGS QUAD   -  WAKITA (2018)
 GH0876
 GH0876                         *CURRENT SURVEY CONTROL
 GH0876  ______________________________________________________________________
 GH0876* NAD 83(1997) POSITION- 36 53 03.83771(N) 097 55 13.37219(W)   ADJUSTED
 GH0876  ______________________________________________________________________
 GH0876  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 GH0876  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 GH0876  HORZ ORDER      -  THIRD
 GH0876
 GH0876.The horizontal coordinates were established by classical geodetic methods
 GH0876.and adjusted by the National Geodetic Survey in October 1998.
 GH0876
 GH0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0876.GEOID18 height accuracy estimate available here.
 GH0876
 GH0876.Click photographs - Photos may exist for this station.
 GH0876
 GH0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0876
 GH0876. The following values were computed from the NAD 83(1997) position.
 GH0876
 GH0876;                    North         East     Units Scale Factor Converg.
 GH0876;SPC OK N     -   209,091.570   607,097.887   MT  1.00002360   +0 02 49.2
 GH0876;SPC OK N     -   685,994.59  1,991,786.98   sFT  1.00002360   +0 02 49.2
 GH0876;UTM  14      - 4,082,592.608   596,207.071   MT  0.99971402   +0 38 52.9
 GH0876
 GH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9620782592(NAD 83)
 GH0876
 GH0876                          SUPERSEDED SURVEY CONTROL
 GH0876
 GH0876  NAD 83(1993)-  36 53 03.83949(N)    097 55 13.37442(W) AD(       ) 3
 GH0876  NAD 83(1986)-  36 53 03.84417(N)    097 55 13.36414(W) AD(       ) 3
 GH0876  NAD 27      -  36 53 03.75334(N)    097 55 12.15065(W) AD(       ) 3
 GH0876
 GH0876.Superseded values are not recommended for survey control.
 GH0876
 GH0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0876.See file dsdata.pdf to determine how the superseded data were derived.
 GH0876
 GH0876_MARKER: 65 = GRAIN ELEVATOR
 GH0876
 GH0876  HISTORY     - Date     Condition        Report By
 GH0876  HISTORY     - 1957     FIRST OBSERVED   CGS
 GH0876
 GH0876                          STATION DESCRIPTION
 GH0876
 GH0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0876'THE STATION IS THE CENTER OF THE HEADHOUSE ATOP THE ELEVATOR.
 GH0876'IT IS LOCATED IN THE NORTHEAST EDGE OF WAKITA.  IT IS A
 GH0876'CONCRETE STRUCTURE, WHITE IN COLOR, AND ABOUT 120 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0877 ***********************************************************************
 GH0877  DESIGNATION -  WAKITA MUNICIPAL TANK
 GH0877  PID         -  GH0877
 GH0877  STATE/COUNTY-  OK/GRANT
 GH0877  COUNTRY     -  US
 GH0877  USGS QUAD   -  WAKITA (2018)
 GH0877
 GH0877                         *CURRENT SURVEY CONTROL
 GH0877  ______________________________________________________________________
 GH0877* NAD 83(1997) POSITION- 36 52 57.79339(N) 097 55 12.68755(W)   ADJUSTED
 GH0877  ______________________________________________________________________
 GH0877  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 GH0877  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 GH0877  HORZ ORDER      -  THIRD
 GH0877
 GH0877.The horizontal coordinates were established by classical geodetic methods
 GH0877.and adjusted by the National Geodetic Survey in October 1998.
 GH0877
 GH0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0877.GEOID18 height accuracy estimate available here.
 GH0877
 GH0877.Click photographs - Photos may exist for this station.
 GH0877
 GH0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0877
 GH0877. The following values were computed from the NAD 83(1997) position.
 GH0877
 GH0877;                    North         East     Units Scale Factor Converg.
 GH0877;SPC OK N     -   208,905.255   607,114.994   MT  1.00002323   +0 02 49.6
 GH0877;SPC OK N     -   685,383.32  1,991,843.11   sFT  1.00002323   +0 02 49.6
 GH0877;UTM  14      - 4,082,406.539   596,226.126   MT  0.99971407   +0 38 53.3
 GH0877
 GH0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9622682406(NAD 83)
 GH0877
 GH0877                          SUPERSEDED SURVEY CONTROL
 GH0877
 GH0877  NAD 83(1993)-  36 52 57.79516(N)    097 55 12.68997(W) AD(       ) 3
 GH0877  NAD 83(1986)-  36 52 57.79978(N)    097 55 12.68134(W) AD(       ) 3
 GH0877  NAD 27      -  36 52 57.70895(N)    097 55 11.46965(W) AD(       ) 3
 GH0877
 GH0877.Superseded values are not recommended for survey control.
 GH0877
 GH0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0877.See file dsdata.pdf to determine how the superseded data were derived.
 GH0877
 GH0877_MARKER: 53 = ELEVATED TANK
 GH0877
 GH0877  HISTORY     - Date     Condition        Report By
 GH0877  HISTORY     - 1957     FIRST OBSERVED   CGS
 GH0877
 GH0877                          STATION DESCRIPTION
 GH0877
 GH0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0877'THE STATION IS THE FINIAL ON THE TOP OF THE TANK.  IT IS
 GH0877'LOCATED IN THE EAST EDGE OF WAKITA.  IT IS AN ELEVATED TANK
 GH0877'SUPPORTED BY A FOUR-LEGGED STEEL, SKELETON FRAMEWORK, PAINTED
 GH0877'ALUMINUM IN COLOR AND 110 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1038 ***********************************************************************
 FJ1038  DESIGNATION -  WALDRON
 FJ1038  PID         -  FJ1038
 FJ1038  STATE/COUNTY-  OK/GRADY
 FJ1038  COUNTRY     -  US
 FJ1038  USGS QUAD   -  BLANCHARD (2018)
 FJ1038
 FJ1038                         *CURRENT SURVEY CONTROL
 FJ1038  ______________________________________________________________________
 FJ1038* NAD 83(1993) POSITION- 35 14 50.68394(N) 097 43 51.05321(W)   ADJUSTED
 FJ1038* NAVD 88 ORTHO HEIGHT -   415.47  (+/-2cm)     1363.1   (feet) VERTCON3
 FJ1038  ______________________________________________________________________
 FJ1038  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 FJ1038  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 FJ1038  HORZ ORDER      -  THIRD
 FJ1038  VERT ORDER      -  THIRD ? (See Below)
 FJ1038
 FJ1038.The horizontal coordinates were established by classical geodetic methods
 FJ1038.and adjusted by the National Geodetic Survey in November 1994.
 FJ1038
 FJ1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1038
 FJ1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1038.GEOID18 height accuracy estimate available here.
 FJ1038
 FJ1038.The vertical order pertains to the NGVD 29 superseded value.
 FJ1038
 FJ1038.Click photographs - Photos may exist for this station.
 FJ1038
 FJ1038.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1038
 FJ1038. The following values were computed from the NAD 83(1993) position.
 FJ1038
 FJ1038;                    North         East     Units Scale Factor Converg.
 FJ1038;SPC OK S     -   212,355.956   624,496.237   MT  1.00000281   +0 09 10.0
 FJ1038;SPC OK S     -   696,704.50  2,048,868.07   sFT  1.00000281   +0 09 10.0
 FJ1038;UTM  14      - 3,901,218.795   615,465.715   MT  0.99976431   +0 43 57.1
 FJ1038
 FJ1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1038!SPC OK S     -   0.99993898  x   1.00000281  =   0.99994179
 FJ1038!UTM  14      -   0.99993898  x   0.99976431  =   0.99970330
 FJ1038
 FJ1038:                Primary Azimuth Mark                     Grid Az
 FJ1038:SPC OK S     -  TT 34 EV                                 091 47 45.2
 FJ1038:UTM  14      -  TT 34 EV                                 091 12 58.1
 FJ1038
 FJ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1546501218(NAD 83)
 FJ1038
 FJ1038|---------------------------------------------------------------------|
 FJ1038| PID    Reference Object                     Distance      Geod. Az  |
 FJ1038|                                                           dddmmss.s |
 FJ1038| FJ1037 TT 34 EV                            APPROX. 0.5 KM 0915655.2 |
 FJ1038| CL5688 WALDRON RM 1                         15.412 METERS 18106     |
 FJ1038| CL5689 WALDRON RM 2                         15.886 METERS 27032     |
 FJ1038|---------------------------------------------------------------------|
 FJ1038
 FJ1038                          SUPERSEDED SURVEY CONTROL
 FJ1038
 FJ1038  NAD 83(1986)-  35 14 50.68953(N)    097 43 51.03685(W) AD(       ) 3
 FJ1038  NAD 27      -  35 14 50.45959(N)    097 43 49.88706(W) AD(       ) 3
 FJ1038  NGVD 29             415.34   (m)         1362.7    (f) LEVELING    3  
 FJ1038
 FJ1038.Superseded values are not recommended for survey control.
 FJ1038
 FJ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1038.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1038
 FJ1038_MARKER: DS = TRIANGULATION STATION DISK
 FJ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1038_STAMPING: WALDRON 1957
 FJ1038_MARK LOGO: CGS
 FJ1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1038+STABILITY: SURFACE MOTION
 FJ1038
 FJ1038  HISTORY     - Date     Condition        Report By
 FJ1038  HISTORY     - 1957     MONUMENTED       CGS
 FJ1038  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 FJ1038
 FJ1038                          STATION DESCRIPTION
 FJ1038
 FJ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1038'STATION IS ABOUT 6 MILES SOUTHEAST OF TUTTLE, ON THE EAST SIDE
 FJ1038'OF A LOW, BUT PROMINENT, RIDGE, 0.2 MILE EAST OF THE CREST
 FJ1038'OF THE RIDGE, ON THE ROAD RIGHT-OF-WAY, IN THE SOUTHERN EDGE
 FJ1038'OF SECTION 16, T 9 N, R 5 W.
 FJ1038'
 FJ1038'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 62 AND 277
 FJ1038'AND A GRADED ROAD LEADING WEST, IN THE SOUTH EDGE OF NEWCASTLE,
 FJ1038'BY GOING WEST ON THE GRADED ROAD FOR 7.15 MILES TO THE AZIMUTH
 FJ1038'MARK ON THE LEFT, CONTINUE WEST FOR 0.25 MILE TO STATION ON
 FJ1038'THE RIGHT.
 FJ1038'
 FJ1038'STATION MARKS ARE STANDARD DISKS, STAMPED WALDRON 1957.  THE
 FJ1038'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 FJ1038'POST PROJECTING 4 INCHES.  IT IS 91 FEET WEST OF A POWERLINE
 FJ1038'POLE, 22 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 2
 FJ1038'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A WHITE POST WAS
 FJ1038'SET 3 FEET WEST OF THE MARK.  THE UNDERGROUND MARK WAS SET
 FJ1038'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 FJ1038'SURFACE.
 FJ1038'
 FJ1038'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WALDRON NO 1
 FJ1038'1957, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 FJ1038'IT IS 27 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTH
 FJ1038'OF THE NORTH RIGHT-OF-WAY FENCE.
 FJ1038'
 FJ1038'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WALDRON NO 2 1957,
 FJ1038'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  IT IS
 FJ1038'22 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH
 FJ1038'OF THE NORTH RIGHT-OF-WAY FENCE.
 FJ1038'
 FJ1038'TT 34 EV IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 FJ1038'34 EV 1955 TT, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST
 FJ1038'PROJECTING 6 INCHES.  IT IS 118 FEET EAST OF A POWERLINE POLE,
 FJ1038'43 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 1 FOOT NORTH
 FJ1038'OF ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1 FOOT
 FJ1038'SOUTHEAST OF THE MARK.  A PRECISE TRAVERSE MEASUREMENT WAS MADE
 FJ1038'TO THIS MARK.
 FJ1038
 FJ1038                          STATION RECOVERY (1981)
 FJ1038
 FJ1038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1038'UNABLE TO RECOVER STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS
 FJ1038'NO. 1 AND NO. 2 DUE TO ROAD IMPROVEMENTS IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0846 ***********************************************************************
 EL0846  DESIGNATION -  WALKER
 EL0846  PID         -  EL0846
 EL0846  STATE/COUNTY-  OK/GARVIN
 EL0846  COUNTRY     -  US
 EL0846  USGS QUAD   -  PAULS VALLEY NE (2018)
 EL0846
 EL0846                         *CURRENT SURVEY CONTROL
 EL0846  ______________________________________________________________________
 EL0846* NAD 83(1993) POSITION- 34 43 55.47648(N) 097 06 06.24826(W)   ADJUSTED
 EL0846* NAVD 88 ORTHO HEIGHT -   298.    (meters)      978.    (feet) SCALED
 EL0846  ______________________________________________________________________
 EL0846  GEOID HEIGHT    -        -25.579 (meters)                     GEOID18
 EL0846  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 EL0846  HORZ ORDER      -  THIRD
 EL0846
 EL0846.The horizontal coordinates were established by classical geodetic methods
 EL0846.and adjusted by the National Geodetic Survey in November 1994.
 EL0846
 EL0846.The orthometric height was scaled from a topographic map.
 EL0846
 EL0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0846.GEOID18 height accuracy estimate available here.
 EL0846
 EL0846.Click photographs - Photos may exist for this station.
 EL0846
 EL0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0846
 EL0846. The following values were computed from the NAD 83(1993) position.
 EL0846
 EL0846;                    North         East     Units Scale Factor Converg.
 EL0846;SPC OK S     -   155,519.848   682,261.213   MT  0.99993926   +0 30 35.5
 EL0846;SPC OK S     -   510,234.70  2,238,385.33   sFT  0.99993926   +0 30 35.5
 EL0846;UTM  14      - 3,844,972.680   673,793.727   MT  0.99997229   +1 04 54.4
 EL0846
 EL0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0846!SPC OK S     -   0.99995723  x   0.99993926  =   0.99989649
 EL0846!UTM  14      -   0.99995723  x   0.99997229  =   0.99992952
 EL0846
 EL0846:                Primary Azimuth Mark                     Grid Az
 EL0846:SPC OK S     -  WALKER AZ MK                             023 09 13.0
 EL0846:UTM  14      -  WALKER AZ MK                             022 34 54.1
 EL0846
 EL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7379344972(NAD 83)
 EL0846
 EL0846|---------------------------------------------------------------------|
 EL0846| PID    Reference Object                     Distance      Geod. Az  |
 EL0846|                                                           dddmmss.s |
 EL0846| CY3049 WALKER AZ MK                                       0233948.5 |
 EL0846| CY3050 WALKER RM 1                          14.844 METERS 15317     |
 EL0846| CY3051 WALKER RM 2                          11.605 METERS 22221     |
 EL0846| EL0855 STATE INDUSTRIAL SCHOOL TANK        APPROX.10.7 KM 2445910.6 |
 EL0846| EL0856 PAULS VALLEY MUN STANDPIPE          APPROX.10.2 KM 2663647.5 |
 EL0846|---------------------------------------------------------------------|
 EL0846
 EL0846                          SUPERSEDED SURVEY CONTROL
 EL0846
 EL0846  NAD 83(1986)-  34 43 55.48116(N)    097 06 06.23569(W) AD(       ) 3
 EL0846  NAD 27      -  34 43 55.18520(N)    097 06 05.16260(W) AD(       ) 3
 EL0846
 EL0846.Superseded values are not recommended for survey control.
 EL0846
 EL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0846.See file dsdata.pdf to determine how the superseded data were derived.
 EL0846
 EL0846_MARKER: DS = TRIANGULATION STATION DISK
 EL0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0846_STAMPING: WALKER 1954
 EL0846_MARK LOGO: CGS
 EL0846_PROJECTION: FLUSH
 EL0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0846+STABILITY: SURFACE MOTION
 EL0846
 EL0846  HISTORY     - Date     Condition        Report By
 EL0846  HISTORY     - 1954     MONUMENTED       CGS
 EL0846
 EL0846                          STATION DESCRIPTION
 EL0846
 EL0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0846'THE STATION IS ABOUT 7 MILES EAST OF PAULS VALLEY AND 1/2 MILE
 EL0846'SOUTH-SOUTHEAST OF THE WALKER SCHOOL.  IT IS ON THE SUMMIT OF
 EL0846'A LOW, GRASSY HILL ON LAND LEASED BY THE TEXAS COMPANY AND
 EL0846'OWNED BY S.G. TRIPP.  IT IS 14 FEET NORTH OF THE CENTER OF AN
 EL0846'OLD OIL FIELD ROAD AND 14 FEET SOUTHWEST OF A TRAINGULAR BLAZED
 EL0846'STUMP.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 EL0846'DISK IS STAMPED WALKER 1954.
 EL0846'
 EL0846'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE CENTER OF AN OLD
 EL0846'OIL FIELD ROAD, IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EL0846'THE DISK IS STAMPED WALKER NO 1 1954.
 EL0846'
 EL0846'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF AN OLD
 EL0846'OIL FIELD ROAD, IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EL0846'THE DISK IS STAMPED WALKER NO 2 1954.
 EL0846'
 EL0846'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 EL0846'2 IS 49.96 FEET.
 EL0846'
 EL0846'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTH OF THE SOUTHEAST CORNER
 EL0846'OF A BARN, 2 FEET EAST OF A WITNESS POST AND 1 FOOT WEST OF A
 EL0846'LARGE FENCE CORNER POST.  IT IS SET FLUSH WITH THE SURFACE OF
 EL0846'THE GROUND AND THE DISK IS STAMPED WALKER 1954.
 EL0846'
 EL0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 EL0846'AND STATE ROUTE NO. 29, ONE BLOCK SOUTH OF THE POST OFFICE AND ONE
 EL0846'BLOCK EAST OF THE RAILROAD DEPOT IN WYNNEWOOD, GO EASTERLY ON
 EL0846'STATE ROUTE NO. 29 FOR 2.75 MILES TO A SIDE ROAD LEFT.  HERE
 EL0846'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 6.05 MILES TO A
 EL0846'CROSSROAD, TURN RIGHT AND GO EAST FOR 1.25 MILES TO THE WALKER
 EL0846'SCHOOL ON THE RIGHT, CONTINUE EAST FOR 0.3 MILE TO A FARM DRIVE
 EL0846'RIGHT LEADING INTO THE TRIPP RESIDENCE.  HERE TURN RIGHT AND
 EL0846'GO SOUTH FOR ABOUT 0.1 MILE TO THE FARM HOUSE ON THE LEFT,
 EL0846'CONTINUE SOUTH ON A TRACK ROAD FOR ABOUT 50 YARDS AND THEN BEAR
 EL0846'RIGHT FOR 0.05 MILE TO A WIRE GATE AT THE SOUTHEAST CORNER OF
 EL0846'THE BARN.  PASS THROUGH THIS WIRE GATE, CROSS THE FARM LOT TO
 EL0846'ANOTHER WIRE GATE, PASS THROUGH THIS WIRE GATE AND GO WEST AND
 EL0846'SOUTH ACROSS COUNTRY FOR 0.4 MILE TO THE TOP OF THE HILL AT A
 EL0846'LARGE STUMP AND THE STATION AS DESCRIBED.
 EL0846'
 EL0846'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND EAST
 EL0846'ACROSS COUNTRY FOR 0.4 MILE TO THE SOUTHEAST CORNER OF THE BARN
 EL0846'LOT AND THE AZIMUTH MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0816 ***********************************************************************
 GK0816  DESIGNATION -  WALL
 GK0816  PID         -  GK0816
 GK0816  STATE/COUNTY-  OK/TEXAS
 GK0816  COUNTRY     -  US
 GK0816  USGS QUAD   -  GUYMON SE (2018)
 GK0816
 GK0816                         *CURRENT SURVEY CONTROL
 GK0816  ______________________________________________________________________
 GK0816* NAD 83(1997) POSITION- 36 36 00.31599(N) 101 15 19.01541(W)   ADJUSTED
 GK0816* NAVD 88 ORTHO HEIGHT -   909.6   (meters)     2984.    (feet) VERTCON3
 GK0816  ______________________________________________________________________
 GK0816  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 GK0816  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 GK0816  HORZ ORDER      -  FIRST
 GK0816
 GK0816.The horizontal coordinates were established by classical geodetic methods
 GK0816.and adjusted by the National Geodetic Survey in October 1998.
 GK0816
 GK0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0816
 GK0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0816.GEOID18 height accuracy estimate available here.
 GK0816
 GK0816.Click photographs - Photos may exist for this station.
 GK0816
 GK0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0816
 GK0816. The following values were computed from the NAD 83(1997) position.
 GK0816
 GK0816;                    North         East     Units Scale Factor Converg.
 GK0816;SPC OK N     -   182,420.356   308,793.680   MT  0.99997385   -1 55 15.9
 GK0816;SPC OK N     -   598,490.78  1,013,100.60   sFT  0.99997385   -1 55 15.9
 GK0816;SPC TX N     - 1,288,496.321   221,898.989   MT  1.00012387   +0 08 30.6
 GK0816;SPC TX N     - 4,227,341.68    728,013.60   sFT  1.00012387   +0 08 30.6
 GK0816;UTM  14      - 4,052,878.149   298,272.675   MT  1.00010138   -1 20 42.4
 GK0816
 GK0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0816!SPC OK N     -   0.99986150  x   0.99997385  =   0.99983535
 GK0816!SPC TX N     -   0.99986150  x   1.00012387  =   0.99998535
 GK0816!UTM  14      -   0.99986150  x   1.00010138  =   0.99996286
 GK0816
 GK0816:                Primary Azimuth Mark                     Grid Az
 GK0816:SPC OK N     -  WALL RM 1                                077 38 49.5
 GK0816:SPC TX N     -  WALL RM 1                                075 35 03.0
 GK0816:UTM  14      -  WALL RM 1                                077 04 16.0
 GK0816
 GK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9827252878(NAD 83)
 GK0816
 GK0816|---------------------------------------------------------------------|
 GK0816| PID    Reference Object                     Distance      Geod. Az  |
 GK0816|                                                           dddmmss.s |
 GK0816| GK0813 HARDESTY GRAIN ELEVATOR N GAB       APPROX. 5.9 KM 0745836.3 |
 GK0816| CM9476 WALL RM 1                                          0754333.6 |
 GK0816| CM9477 WALL RM 2                            30.925 METERS 20101     |
 GK0816| GK0818 GUYMON BLACK MUN STANDPIPE          APPROX.21.9 KM 2942831.7 |
 GK0816|---------------------------------------------------------------------|
 GK0816
 GK0816                          SUPERSEDED SURVEY CONTROL
 GK0816
 GK0816  NAD 83(1993)-  36 36 00.31597(N)    101 15 19.01542(W) AD(       ) 1
 GK0816  NAD 83(1986)-  36 36 00.32021(N)    101 15 18.99980(W) AD(       ) 1
 GK0816  NAD 27      -  36 36 00.23600(N)    101 15 17.42600(W) AD(       ) 1
 GK0816  NGVD 29 (07/19/86)  909.2    (m)         2983.     (f) VERT ANG       
 GK0816
 GK0816.Superseded values are not recommended for survey control.
 GK0816
 GK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0816.See file dsdata.pdf to determine how the superseded data were derived.
 GK0816
 GK0816_MARKER: DS = TRIANGULATION STATION DISK
 GK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0816_STAMPING: WALL 1931
 GK0816_MARK LOGO: CGS
 GK0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0816+STABILITY: SURFACE MOTION
 GK0816
 GK0816  HISTORY     - Date     Condition        Report By
 GK0816  HISTORY     - 1931     MONUMENTED       CGS
 GK0816  HISTORY     - 1968     GOOD             USAF
 GK0816
 GK0816                          STATION DESCRIPTION
 GK0816
 GK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0816'STATION IS ABOUT 15 MILES (AIR LINE) ESE OF GUYMON, ABOUT
 GK0816'3-1/2 MILES SW BY W OF HARDESTY, ABOUT 1-1/2 MILES S OF COLDWATER
 GK0816'CREEK, ON A RISE IN THE GROUND, IN PASTURE LAND BELONGING TO
 GK0816'EARL WALL, IN THE CENTRAL PART OF SEC. 32, T 2 N, R 17 E.
 GK0816'
 GK0816'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0816'DISKS SET IN CONCRETE POSTS.
 GK0816'
 GK0816'REFERENCE MARK NO. 1 IS IN AN E-W FENCE LINE WHICH PASSES ABOUT
 GK0816'200 YARDS N OF STATION, AND IS ABOUT 0.4 MILE FROM STATION,
 GK0816'N 75 DEG 44 MIN E.
 GK0816'
 GK0816'REFERENCE MARK NO. 2 IS 101.46 FEET FROM STATION S 21 DEG 01 MIN W.
 GK0816'
 GK0816'OTHER BEARINGS FROM STATION ARE--HARDESTY, GRAIN ELEVATOR,
 GK0816'NORTH GABLE, N 74 DEG 59 MIN E.  GUYMON, BLACK MUNICIPAL
 GK0816'STANDPIPE, CENTER, N 65 DEG 31 MIN W.
 GK0816'
 GK0816'STATION IS REACHED FROM GUYMON BY GOING S ON MAIN STREET TO
 GK0816'END OF STREET, E 11.3 MILES, S 4 MILES, E 3 MILES, S 1 MILE,
 GK0816'AND W THROUGH GATE AND ON WAGON ROAD ALONG SECTION LINE 2 MILES
 GK0816'TO GATE IN FENCE TO S.  GO S THROUGH GATE, TURN SE AND GO 0.4
 GK0816'MILE TO RISE IN GROUND AND STATION SITE.
 GK0816
 GK0816                          STATION RECOVERY (1968)
 GK0816
 GK0816'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 GK0816'STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 2 WERE RECOVERED IN
 GK0816'GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1092 ***********************************************************************
 FH1092  DESIGNATION -  WALLACE
 FH1092  PID         -  FH1092
 FH1092  STATE/COUNTY-  OK/WAGONER
 FH1092  COUNTRY     -  US
 FH1092  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH1092
 FH1092                         *CURRENT SURVEY CONTROL
 FH1092  ______________________________________________________________________
 FH1092* NAD 83(1993) POSITION- 35 49 32.59042(N) 095 28 13.96218(W)   ADJUSTED
 FH1092* NAVD 88 ORTHO HEIGHT -   161.    (meters)      528.    (feet) SCALED
 FH1092  ______________________________________________________________________
 FH1092  GEOID HEIGHT    -        -29.411 (meters)                     GEOID18
 FH1092  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 FH1092  HORZ ORDER      -  FIRST
 FH1092
 FH1092.The horizontal coordinates were established by classical geodetic methods
 FH1092.and adjusted by the National Geodetic Survey in November 1994.
 FH1092
 FH1092.The orthometric height was scaled from a topographic map.
 FH1092
 FH1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1092.GEOID18 height accuracy estimate available here.
 FH1092
 FH1092.Click photographs - Photos may exist for this station.
 FH1092
 FH1092.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1092
 FH1092. The following values were computed from the NAD 83(1993) position.
 FH1092
 FH1092;                    North         East     Units Scale Factor Converg.
 FH1092;SPC OK N     -    94,592.912   828,531.440   MT  0.99996309   +1 29 33.9
 FH1092;SPC OK N     -   310,343.58  2,718,273.57   sFT  0.99996309   +1 29 33.9
 FH1092;UTM  15      - 3,967,435.817   276,824.803   MT  1.00021378   -1 26 48.0
 FH1092
 FH1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1092!SPC OK N     -   0.99997933  x   0.99996309  =   0.99994242
 FH1092!UTM  15      -   0.99997933  x   1.00021378  =   1.00019310
 FH1092
 FH1092:                Primary Azimuth Mark                     Grid Az
 FH1092:SPC OK N     -  WALLACE AZ MK                            079 09 58.0
 FH1092:UTM  15      -  WALLACE AZ MK                            082 06 19.9
 FH1092
 FH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7682467435(NAD 83)
 FH1092
 FH1092|---------------------------------------------------------------------|
 FH1092| PID    Reference Object                     Distance      Geod. Az  |
 FH1092|                                                           dddmmss.s |
 FH1092| CI3557 WALLACE RM 2                         40.633 METERS 02142     |
 FH1092| CI3555 WALLACE AZ MK                                      0803931.9 |
 FH1092| FH1087 MUSKOGEE RBANK PWR PLT E STK        APPROX.17.1 KM 1133130.6 |
 FH1092| FH1086 MUSKOGEE RBANK PWR PLT W STK        APPROX.17.1 KM 1133337.1 |
 FH1092| FH1082 MUSKOGEE BACONE COLLEGE SPIRE       APPROX.13.4 KM 1134432.6 |
 FH1092| FH1089 MUSKOGEE RED STANDPIPE              APPROX.11.9 KM 1284910.8 |
 FH1092| FH1062 MUSKOGEE STA KBIX RADIO MAST        APPROX.12.4 KM 1325257.2 |
 FH1092| FH1091 MUSKOGEE US VETERANS HOSP TANK      APPROX. 8.4 KM 1440419.5 |
 FH1092| FH1073 MUSKOGEE ARMY APT N RAD MAST        APPROX.10.2 KM 1482957.7 |
 FH1092| FH1139 TAFT STATE ORPHANAGE WATER TK       APPROX. 9.2 KM 2265535.0 |
 FH1092| CI3556 WALLACE RM 1                         37.001 METERS 25444     |
 FH1092| FH1140 PORTER BLACK WATER TANK             APPROX. 6.5 KM 3125108.4 |
 FH1092|---------------------------------------------------------------------|
 FH1092
 FH1092                          SUPERSEDED SURVEY CONTROL
 FH1092
 FH1092  NAD 83(1986)-  35 49 32.61243(N)    095 28 13.94818(W) AD(       ) 1
 FH1092  NAD 27      -  35 49 32.25100(N)    095 28 13.04500(W) AD(       ) 1
 FH1092
 FH1092.Superseded values are not recommended for survey control.
 FH1092
 FH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1092.See file dsdata.pdf to determine how the superseded data were derived.
 FH1092
 FH1092_MARKER: DS = TRIANGULATION STATION DISK
 FH1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1092_STAMPING: WALLACE 1934
 FH1092_MARK LOGO: CGS
 FH1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1092+STABILITY: SURFACE MOTION
 FH1092
 FH1092  HISTORY     - Date     Condition        Report By
 FH1092  HISTORY     - 1934     MONUMENTED       CGS
 FH1092  HISTORY     - 1940     GOOD             CGS
 FH1092  HISTORY     - 1955     GOOD             SSC
 FH1092  HISTORY     - 1960     GOOD             CGS
 FH1092  HISTORY     - 19690121 GOOD             USGS
 FH1092
 FH1092                          STATION DESCRIPTION
 FH1092
 FH1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 FH1092'STATION IS LOCATED ABOUT 5 MILES W AND 5-1/2 MILES N OF
 FH1092'MUSKOGEE IN NE 1/4 OF SEC. 35, T.16N, R.17E, ON THE HIGHEST
 FH1092'KNOB IN THE IMMEDIATE VICINITY.
 FH1092'
 FH1092'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FH1092'STANDARD DISKS SET IN CONCRETE.
 FH1092'
 FH1092'REFERENCE MARK NO.1 IS 36.965 METERS (121.28 FEET) W OF
 FH1092'STATION SET IN THE E SIDE OF A CLUMP OF YOUNG OAKS.  REFERENCE
 FH1092'MARK NO.2 IS 40.634 METERS (113.32 FEET) N OF STATION AT
 FH1092'N EDGE OF OAK GROVE.
 FH1092'
 FH1092'AZIMUTH MARK IS 0.9 MILE E OF WALLACES HOUSE, 25 FEET N OF
 FH1092'CENTER LINE OF ROAD AND 3 FEET S OF E-W FENCE.  IT IS NOT
 FH1092'VISIBLE FROM GROUND BUT MAY BE MADE SO BY A SMALL AMOUNT
 FH1092'OF CLEARING.
 FH1092'
 FH1092'STATION IS REACHED FROM MUSKOGEE BY GOING W ON U.S. HIGHWAY
 FH1092'64, FROM THE JUNCTION OF HIGHWAYS 73, 62, AND 64 IN THE
 FH1092'TOWN, 1.0 MILE TO A GRAVEL ROAD LEADING N, GO N 3.0 MILES,
 FH1092'THEN W 0.4 MILE TO S END OF BRIDGE OVER ARKANSAS RIVER, THEN
 FH1092'TURN N OVER BRIDGE AND GO FOR 1.0 MILE, THEN W 0.4 MILE,
 FH1092'THEN N 1.0 MILE, THEN W 2.15 MILES TO A WOODEN BRIDGE WITH IRON
 FH1092'RAILS.  CROSS BRIDGE AND GO 0.3 MILE TO LANE RUNNING TO WILLIAM
 FH1092'WALLACES HOUSE, GO S 0.15 MILE TO REAR OF MR. WALLACES HOUSE
 FH1092'TO GATE.  CONTINUE S AND W THROUGH GATE TO TOP OF RIDGE,
 FH1092'THENCE E TO HIGHEST GROUND AND STATION.  GROUND SLOPES GENTLY
 FH1092'AWAY IN ALL DIRECTIONS FROM STATION AND IS DOTTED WITH
 FH1092'YOUNG OAK TREES.
 FH1092'
 FH1092'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1092
 FH1092                          STATION RECOVERY (1940)
 FH1092
 FH1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1092'STATION RECOVERED WITH ALL MARKS FOUND IN GOOD CONDITION.
 FH1092'IT IS ABOUT 5-1/2 MILES N AND 5 MILES W OF MUSKOGEE, ON A
 FH1092'TIMBERED HILLTOP, THE HIGHEST IN THE VICINITY, ON THE PROPERTY
 FH1092'OF WILLIAM WALLACE, AND ABOUT 0.15 MILE W OF HIS RESIDENCE.
 FH1092'
 FH1092'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FH1092'DISKS SET IN CONCRETE.
 FH1092'
 FH1092'THE STATION PROJECTS 6 INCHES AND IS STAMPED WALLACE 1934.
 FH1092'A WHITE REFERENCE POST WAS SET 5 FEET N OF THE STATION.
 FH1092'
 FH1092'REFERENCE MARK NO.1 IS ABOUT 2 METERS LOWER THAN THE STATION
 FH1092'IN THE TIMBER.  IT PROJECTS 8 INCHES AND IS STAMPED WALLACE
 FH1092'NO.1, 1934.  REFERENCE MARK NO.2 IS ABOUT 1-1/2 METERS LOWER
 FH1092'THAN THE STATION, IN A CLEARED SPOT IN THE TIMBER.  IT PROJECTS
 FH1092'10 INCHES AND IS STAMPED WALLACE NO.2, 1934.
 FH1092'
 FH1092'THE AZIMUTH MARK IS ABOUT 1.0 MILE E OF THE STATION, 1.0 MILE
 FH1092'E OF A HOUSE OCCUPIED BY WILLIAM WALLACE, 25 FEET N OF THE
 FH1092'CENTER LINE OF AN E-W ROAD AND 3 FEET S OF AN E-W FENCE.
 FH1092'IT IS ABOUT 100 YARDS E OF A FARMHOUSE ON THE N SIDE OF THE
 FH1092'ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED WALLACE 1934.
 FH1092'THERE IS A WHITE REFERENCE POST 1-1/2 FEET N OF THE MARK.
 FH1092'
 FH1092'TO REACH THE STATION FROM MUSKOGEE, START AT THE JUNCTION
 FH1092'OF U.S. HIGHWAYS 62, 64 AND STATE HIGHWAY 73.  GO W ON U.S.
 FH1092'HIGHWAY 64 FOR 1.0 MILE TO A GRAVELED ROAD LEADING N.  GO
 FH1092'N FOR 3.0 MILES, THEN W FOR 0.4 MILE TO THE S END OF A BRIDGE
 FH1092'OVER THE ARKANSAS RIVER.  CROSS BRIDGE AND FOLLOW MAIN-TRAVELED
 FH1092'ROAD N AND W 3.85 MILES TO THE AZIMUTH MARK ON THE N SIDE OF
 FH1092'THE ROAD.  CONTINUE N AND W ON MAIN-TRAVELED ROAD FOR 1.0
 FH1092'MILE TO A LANE LEADING S TO WILLIAM WALLACES HOUSE.  TURN
 FH1092'S FOR 0.15 MILE TO REAR OF THE HOUSE AND GATE.  PASS THROUGH
 FH1092'GATE AND FOLLOW TRACK ROAD E ABOUT 0.15 MILE TO HIGHEST PART
 FH1092'OF HILL AND STATION.
 FH1092'
 FH1092'A SLIGHT DISCREPANCY WAS FOUND IN THE DISTANCE TO REFERENCE
 FH1092'MARK NO.1.  THE 1940 DISTANCE WAS CHECKED AND SHOULD BE
 FH1092'CONSIDERED CORRECT.
 FH1092
 FH1092                          STATION RECOVERY (1955)
 FH1092
 FH1092'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 FH1092'RECOVERED BY SEISMOGRAPH SERVICE CORP.
 FH1092'
 FH1092'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FH1092'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 FH1092'
 FH1092'TO REACH FROM MUSKOGEE, START AT THE JUNCTION OF U.S. HIGHWAYS
 FH1092'62, 64 AND 69.  GO N ON U.S. HIGHWAY 69 FO 4.0 MI. TO THE
 FH1092'ARKANSAS RIVER BRIDGE.  CROSS THE BRIDGE AND GO 0.3 MI. TO
 FH1092'A ROAD LEADING W.  TURN LEFT (W) AND GO 1.25 MI. TO A ROAD
 FH1092'LEADING NW, GO ALONG THIS ROAD FOR 1.0 MI., TURN LEFT (W)
 FH1092'AND GO 2.0 MI. TO A ROAD THAT LEADS NW.  GO ALONG THIS ROAD
 FH1092'FOR 0.5 MI. TO A LANE LEADING S TO THE WALLACE HOUSE.  GO S
 FH1092'ON THIS LANE FOR 0.15 MI. TO A HOUSE AND BARN, CONTINUE SW
 FH1092'AROUND THE E SIDE OF THE BARN TO THE TOP OF A RIDGE.  STATION
 FH1092'IS E OF THIS POINT ON THE HIGHEST GROUND SLOPING AWAY IN ALL
 FH1092'DIRECTIONS AND THINLY COVERED WITH OAK TREES.
 FH1092
 FH1092                          STATION RECOVERY (1960)
 FH1092
 FH1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1092'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1092'CONDITION.
 FH1092'
 FH1092'TO REACH THE STATION FROM MUSKOGEE, FROM THE JUNCTION OF
 FH1092'U.S. HIGHWAYS 62, 64 AND 69 IN THE WEST EDGE OF THE CITY,
 FH1092'GO NORTH ON U.S. 69 FOR ABOUT 4.0 MILES TO CROSSROADS ABOUT
 FH1092'0.1 MILE NORTH OF THE ARKANSAS RIVER BRIDGE, TURN LEFT AND
 FH1092'GO WEST AND NORTH ON MAIN ROAD FOR 2.1 MILES TO A SIDE ROAD
 FH1092'LEFT, TURN LEFT AND GO WEST FOR 1.9 MILES TO THE AZIMUTH MARK
 FH1092'ON TOP OF BANK ON RIGHT (ABOUT 0.05 MILE EAST OF A HOUSE),
 FH1092'CONTINUE WEST, NORTH AND WEST FOR 0.9 MILE TO A LANE ON LEFT,
 FH1092'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A HOUSE.  THE STATION
 FH1092'IS ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THIS HOUSE.
 FH1092
 FH1092                          STATION RECOVERY (1969)
 FH1092
 FH1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GLD)
 FH1092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0883 ***********************************************************************
 EL0883  DESIGNATION -  WALLVILLE
 EL0883  PID         -  EL0883
 EL0883  STATE/COUNTY-  OK/GARVIN
 EL0883  COUNTRY     -  US
 EL0883  USGS QUAD   -  MAYSVILLE (2018)
 EL0883
 EL0883                         *CURRENT SURVEY CONTROL
 EL0883  ______________________________________________________________________
 EL0883* NAD 83(1993) POSITION- 34 46 12.62163(N) 097 29 34.49539(W)   ADJUSTED
 EL0883* NAVD 88 ORTHO HEIGHT -   335.87  (+/-2cm)     1101.9   (feet) VERTCON3
 EL0883  ______________________________________________________________________
 EL0883  GEOID HEIGHT    -        -25.708 (meters)                     GEOID18
 EL0883  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 EL0883  HORZ ORDER      -  THIRD
 EL0883  VERT ORDER      -  THIRD ? (See Below)
 EL0883
 EL0883.The horizontal coordinates were established by classical geodetic methods
 EL0883.and adjusted by the National Geodetic Survey in November 1994.
 EL0883
 EL0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0883
 EL0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0883.GEOID18 height accuracy estimate available here.
 EL0883
 EL0883.The vertical order pertains to the NGVD 29 superseded value.
 EL0883
 EL0883.Click photographs - Photos may exist for this station.
 EL0883
 EL0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0883
 EL0883. The following values were computed from the NAD 83(1993) position.
 EL0883
 EL0883;                    North         East     Units Scale Factor Converg.
 EL0883;SPC OK S     -   159,496.370   646,416.959   MT  0.99994119   +0 17 16.2
 EL0883;SPC OK S     -   523,281.01  2,120,786.31   sFT  0.99994119   +0 17 16.2
 EL0883;UTM  14      - 3,848,591.099   637,912.986   MT  0.99983443   +0 51 34.6
 EL0883
 EL0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0883!SPC OK S     -   0.99995132  x   0.99994119  =   0.99989251
 EL0883!UTM  14      -   0.99995132  x   0.99983443  =   0.99978575
 EL0883
 EL0883:                Primary Azimuth Mark                     Grid Az
 EL0883:SPC OK S     -  WALLVILLE AZ MK                          061 32 11.8
 EL0883:UTM  14      -  WALLVILLE AZ MK                          060 57 53.4
 EL0883
 EL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3791248591(NAD 83)
 EL0883
 EL0883|---------------------------------------------------------------------|
 EL0883| PID    Reference Object                     Distance      Geod. Az  |
 EL0883|                                                           dddmmss.s |
 EL0883| CY3056 WALLVILLE AZ MK                                    0614928.0 |
 EL0883| CY3057 WALLVILLE RM 1                       14.093 METERS 08946     |
 EL0883| CY3058 WALLVILLE RM 2                        8.048 METERS 35601     |
 EL0883|---------------------------------------------------------------------|
 EL0883
 EL0883                          SUPERSEDED SURVEY CONTROL
 EL0883
 EL0883  NAD 83(1986)-  34 46 12.62648(N)    097 29 34.48139(W) AD(       ) 3
 EL0883  NAD 27      -  34 46 12.35019(N)    097 29 33.38064(W) AD(       ) 3
 EL0883  NGVD 29             335.79   (m)         1101.7    (f) LEVELING    3  
 EL0883
 EL0883.Superseded values are not recommended for survey control.
 EL0883
 EL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0883.See file dsdata.pdf to determine how the superseded data were derived.
 EL0883
 EL0883_MARKER: DS = TRIANGULATION STATION DISK
 EL0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0883_STAMPING: WALLVILLE 1957
 EL0883_MARK LOGO: CGS
 EL0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0883+STABILITY: SURFACE MOTION
 EL0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0883+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2012
 EL0883
 EL0883  HISTORY     - Date     Condition        Report By
 EL0883  HISTORY     - 1957     MONUMENTED       CGS
 EL0883  HISTORY     - 20120327 GOOD             INDIV
 EL0883
 EL0883                          STATION DESCRIPTION
 EL0883
 EL0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0883'STATION IS LOCATED ABOUT 3.5 MILES SOUTH AND 5.0 MILES WEST
 EL0883'OF MAYSVILLE, ABOUT 1.0 MILE EAST OF THE WALLVILLE STORE,
 EL0883'IN THE SOUTHEAST 1/4 OF SECTION 34, T 4 N, R 3 W.
 EL0883'
 EL0883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EL0883'19 AND 76 AT THE TRAFFIC LIGHT IN MAYSVILLE, GO WEST ON
 EL0883'HIGHWAY 19 FOR 5.85 MILES TO CROSSROADS AND SIGN WALLVILLE,
 EL0883'TURN LEFT AND GO SOUTH FOR 3.6 MILES TO CROSSROADS AND STORE
 EL0883'AT WALLVILLE, TURN LEFT AND GO EAST FOR 1.0 MILE TO CROSSROADS
 EL0883'AT TOP OF HILL AND STATION ON THE LEFT.  (CONTINUE EAST ON
 EL0883'ROAD FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT).
 EL0883'
 EL0883'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE, CONCRETE
 EL0883'POSTS.
 EL0883'
 EL0883'STATION MARKS ARE STAMPED WALLVILLE 1957.  THE SURFACE MARK
 EL0883'PROJECTS 5 INCHES, AND IS 80 FEET NORTH OF A GRAVELED ROAD,
 EL0883'62 FEET NORTH OF A FENCE CORNER, 27 FEET WEST OF A GRADED
 EL0883'ROAD, AND 3 FEET EAST OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN
 EL0883'X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 EL0883'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 EL0883'30 INCHES BELOW THE GROUND SURFACE.
 EL0883'
 EL0883'REFERENCE MARK 1 PROJECTS 5 INCHES, AND IS 56 FEET NORTH
 EL0883'OF A GRAVELED ROAD, 33 FEET NORTH OF A FENCE CORNER, 24
 EL0883'FEET EAST OF A GRADED ROAD, 48 FEET EAST OF A WHITE WITNESS
 EL0883'POST, AND 1 FOOT EAST OF A FENCE.  IT IS STAMPED TURNBULL
 EL0883'NO 1 1957.
 EL0883'
 EL0883'REFERENCE MARK 2 PROJECTS 4 INCHES, AND IS 27 FEET WEST OF
 EL0883'A GRADED ROAD, 88 FEET NORTH OF A FENCE CORNER, 106 FEET
 EL0883'NORTH OF A GRAVELED ROAD, 27 FEET NORTH OF A WHITE WITNESS
 EL0883'POST, AND 1 FOOT EAST OF A FENCE.  IT IS STAMPED TURNBULL
 EL0883'NO 2 1957.
 EL0883'
 EL0883'AZIMUTH MARK PROJECTS 5 INCHES, AND IS 39 FEET SOUTH OF A
 EL0883'CATTLE GUARD, 49 FEET NORTHWEST OF A GRADED ROAD, 28 FEET
 EL0883'WEST-SOUTHWEST OF A GRADED ROAD, 42 FEET NORTH OF A FENCE
 EL0883'CORNER, AND 1 FOOT SOUTH OF A FENCE.  A 4 IN X 4 IN WHITE
 EL0883'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 EL0883'
 EL0883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EL0883
 EL0883                          STATION RECOVERY (2012)
 EL0883
 EL0883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 EL0883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1041 ***********************************************************************
 EK1041  CBN         -  This is a Cooperative Base Network Control Station.
 EK1041  DESIGNATION -  WALNUT
 EK1041  PID         -  EK1041
 EK1041  STATE/COUNTY-  OK/LE FLORE
 EK1041  COUNTRY     -  US
 EK1041  USGS QUAD   -  LYNN MOUNTAIN (2018)
 EK1041
 EK1041                         *CURRENT SURVEY CONTROL
 EK1041  ______________________________________________________________________
 EK1041* NAD 83(2011) POSITION- 34 34 00.22330(N) 094 30 26.68279(W)   ADJUSTED
 EK1041* NAD 83(2011) ELLIP HT-   572.739 (meters)        (06/27/12)   ADJUSTED
 EK1041* NAD 83(2011) EPOCH   -  2010.00
 EK1041* NAVD 88 ORTHO HEIGHT -   603.6   (meters)     1980.    (feet) GPS OBS
 EK1041  ______________________________________________________________________
 EK1041  NAVD 88 orthometric height was determined with an earlier geoid model
 EK1041  GEOID HEIGHT    -        -30.735 (meters)                     GEOID18
 EK1041  NAD 83(2011) X  -   -413,241.053 (meters)                     COMP
 EK1041  NAD 83(2011) Y  - -5,242,055.611 (meters)                     COMP
 EK1041  NAD 83(2011) Z  -  3,598,714.922 (meters)                     COMP
 EK1041  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 EK1041
 EK1041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK1041  Standards:
 EK1041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK1041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK1041  -------------------------------------------------------------------
 EK1041  NETWORK    1.02   2.51           0.46   0.36   1.28      0.08302191
 EK1041  -------------------------------------------------------------------
 EK1041  Click here for local accuracies and other accuracy information.
 EK1041
 EK1041.The horizontal coordinates were established by GPS observations
 EK1041.and adjusted by the National Geodetic Survey in June 2012.
 EK1041
 EK1041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK1041.been affixed to the stable North American tectonic plate. See 
 EK1041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK1041
 EK1041.The horizontal coordinates are valid at the epoch date displayed above
 EK1041.which is a decimal equivalence of Year/Month/Day.
 EK1041
 EK1041.The orthometric height was determined by GPS observations and a
 EK1041.high-resolution geoid model.
 EK1041
 EK1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1041.GEOID18 height accuracy estimate available here.
 EK1041
 EK1041.Click photographs - Photos may exist for this station.
 EK1041
 EK1041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1041
 EK1041.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1041
 EK1041.The ellipsoidal height was determined by GPS observations
 EK1041.and is referenced to NAD 83.
 EK1041
 EK1041. The following values were computed from the NAD 83(2011) position.
 EK1041
 EK1041;                    North         East     Units Scale Factor Converg.
 EK1041;SPC OK S     -   142,356.080   920,418.976   MT  0.99993599   +1 58 56.8
 EK1041;SPC OK S     -   467,046.57  3,019,741.26   sFT  0.99993599   +1 58 56.8
 EK1041;UTM  15      - 3,826,028.838   361,719.323   MT  0.99983569   -0 51 19.4
 EK1041
 EK1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1041!SPC OK S     -   0.99991010  x   0.99993599  =   0.99984610
 EK1041!UTM  15      -   0.99991010  x   0.99983569  =   0.99974581
 EK1041
 EK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6171926028(NAD 83)
 EK1041
 EK1041                          SUPERSEDED SURVEY CONTROL
 EK1041
 EK1041  NAD 83(2007)-  34 34 00.22319(N)    094 30 26.68372(W) AD(2002.00) 0
 EK1041  ELLIP H (02/10/07)  572.759  (m)                       GP(2002.00)    
 EK1041  ELLIP H (04/16/01)  572.755  (m)                       GP(       ) 4 2
 EK1041  NAD 83(1993)-  34 34 00.22320(N)    094 30 26.68369(W) AD(       ) B
 EK1041  ELLIP H (05/09/94)  572.866  (m)                       GP(       ) 4 2
 EK1041  NAVD 88 (01/13/95)  603.6    (m)  UNKNOWN  model used  GPS OBS        
 EK1041  NAVD 88 (05/09/94)  603.6    (m)  GEOID93  model used  GPS OBS        
 EK1041
 EK1041.Superseded values are not recommended for survey control.
 EK1041
 EK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1041.See file dsdata.pdf to determine how the superseded data were derived.
 EK1041
 EK1041_MARKER: DH = HORIZONTAL CONTROL DISK
 EK1041_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EK1041_SP_SET: TOWER LEG FOUNDATION
 EK1041_STAMPING: WALNUT 1993
 EK1041_MARK LOGO: NGS
 EK1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1041+STABILITY: SURFACE MOTION
 EK1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK1041+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 EK1041
 EK1041  HISTORY     - Date     Condition        Report By
 EK1041  HISTORY     - 1993     MONUMENTED       NGS
 EK1041  HISTORY     - 19970409 GOOD             NGS
 EK1041
 EK1041                          STATION DESCRIPTION
 EK1041
 EK1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 EK1041'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHEAST OF SMITHVILLE,
 EK1041'4 KM (2.50 MI) NORTH OF THE LE FLORE COUNTY LINE, 2 KM (1.25 MI) WEST
 EK1041'OF THE ARKANSAS BORDER, IN BRUSH IN A SMALL CLEARING, IN THE
 EK1041'SOUTHEAST ONE OF FOUR TOWER LEG FOUNDATIONS, ON THE HIGHEST POINT ON
 EK1041'WALNUT MOUNTAIN IN OUACHITA NATIONAL FOREST. OWNERSHIP--U.S.
 EK1041'GOVERNMENT.
 EK1041'TO REACH FROM THE T-JUNCTION OF US HIGHWAY 259 AND STATE HIGHWAY 4 ON
 EK1041'THE WEST SIDE OF SMITHVILLE, GO NORTH ON HIGHWAY 259 FOR 5.05 KM
 EK1041'(3.15 MI) TO THE LE FLORE COUNTY LINE.  CONTINUE AHEAD,
 EK1041'NORTH-NORTHWEST, ON HIGHWAY 259 FOR 0.78 KM (0.50 MI) TO A GRAVEL
 EK1041'CROSSROAD.  TURN RIGHT, EAST, ON THE GRAVEL ROAD FOR 5.97 KM
 EK1041'(3.70 MI) TO A WOODEN BRIDGE OVER A CREEK.  CONTINUE AHEAD,
 EK1041'NORTHEAST, ON THE GRAVEL ROAD FOR 2.99 KM (1.85 MI) TO A WOODEN
 EK1041'BRIDGE JUST AFTER A DIRT CROSSROAD.  CONTINUE AHEAD, EAST, ON THE
 EK1041'GRAVEL ROAD FOR 2.83 KM (1.75 MI) TO A GRAVEL CROSSROAD JUST AFTER
 EK1041'THE BEGINNING OF PAVEMENT.  CONTINUE AHEAD, EAST, ON THE PAVED ROAD
 EK1041'FOR 1.22 KM (0.75 MI) TO THE CENTER ONE OF THREE SMALL WOODEN
 EK1041'BRIDGES.  CONTINUE AHEAD, EAST, ON THE PAVED ROAD FOR 1.91 KM
 EK1041'(1.20 MI) TO A DOUBLE DIRT Y-JUNCTION ON THE LEFT AND A SIGN -PREVENT
 EK1041'FOREST FIRES-.  TURN LEFT, NORTHEAST, ON THE DIRT ROAD, PASSING A
 EK1041'HOUSE ON THE RIGHT, FOR 0.21 KM (0.15 MI) TO A CATTLE GUARD. CONTINUE
 EK1041'AHEAD, NORTH, ON THE DIRT ROAD FOR 1.29 KM (0.80 MI) TO A DIRT
 EK1041'Y-JUNCTION.  BEAR LEFT, NORTH-NORTHWEST, ON THE MAIN ROAD FOR 0.49 KM
 EK1041'(0.30 MI) TO A TRAIL ROAD ON THE LEFT. CONTINUE AHEAD, WEST, ON THE
 EK1041'MAIN ROAD FOR 0.34 KM (0.20 MI) TO A DIRT ROAD LEFT AND A GATE ON THE
 EK1041'RIGHT.  CONTINUE AHEAD, NORTHWEST AND UPHILL, ON ROAD NUMBER 6025 FOR
 EK1041'0.36 KM (0.20 MI) TO A DIRT ROAD ON THE RIGHT. CONTINUE AHEAD, NORTH,
 EK1041'ON THE DIRT AND ROCK ROAD FOR 0.26 KM (0.15 MI) TO A SMALL CREEK
 EK1041'CROSSING.  CONTINUE AHEAD, WEST-SOUTHWEST, CROSSING THE CREEK FOR
 EK1041'1.15 KM (0.70 MI) PASSING TWO TRAIL ROADS ON THE LEFT TO A TRAIL ROAD
 EK1041'ON THE LEFT IN A CORNER. CONTINUE AHEAD, NORTHEAST, ON THE MAIN ROAD
 EK1041'FOR 2.45 KM (1.50 MI) TO A TRAIL ROAD ON THE RIGHT. CONTINUE AHEAD,
 EK1041'NORTHEAST, ON THE MAIN ROAD FOR 0.92 KM (0.55 MI) TO A DIM TRAIL ROAD
 EK1041'LEFT.  CONTINUE AHEAD, NORTHEAST AND UPHILL, ON THE MAIN ROAD FOR
 EK1041'1.43 KM (0.90 MI) TO THE HIGHEST POINT OF THE HILL AND THE STATION ON
 EK1041'THE RIGHT.
 EK1041'THE STATION IS SET IN THE TOP OF A 40 CM SQUARE CONCRETE TOWER LEG
 EK1041'FOUNDATION PROJECTING 50 CM ABOVE GROUND.  IT IS 7.8 M (25.6 FT)
 EK1041'SOUTHEAST FROM THE CENTER OF THE DIRT AND ROCK ROAD.
 EK1041
 EK1041                          STATION RECOVERY (1997)
 EK1041
 EK1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 EK1041'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0920 ***********************************************************************
 EM0920  DESIGNATION -  WALSH
 EM0920  PID         -  EM0920
 EM0920  STATE/COUNTY-  OK/GREER
 EM0920  COUNTRY     -  US
 EM0920  USGS QUAD   -  GRANITE (2018)
 EM0920
 EM0920                         *CURRENT SURVEY CONTROL
 EM0920  ______________________________________________________________________
 EM0920* NAD 83(1993) POSITION- 34 58 35.11982(N) 099 24 38.61438(W)   ADJUSTED
 EM0920* NAVD 88 ORTHO HEIGHT -   702.7   (meters)     2305.    (feet) VERTCON3
 EM0920  ______________________________________________________________________
 EM0920  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 EM0920  LAPLACE CORR    -          5.37  (seconds)                    DEFLEC18
 EM0920  HORZ ORDER      -  FIRST
 EM0920
 EM0920.The horizontal coordinates were established by classical geodetic methods
 EM0920.and adjusted by the National Geodetic Survey in November 1994.
 EM0920
 EM0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0920
 EM0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0920.GEOID18 height accuracy estimate available here.
 EM0920
 EM0920.Click photographs - Photos may exist for this station.
 EM0920
 EM0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0920
 EM0920. The following values were computed from the NAD 83(1993) position.
 EM0920
 EM0920;                    North         East     Units Scale Factor Converg.
 EM0920;SPC OK S     -   183,159.701   471,189.892   MT  0.99995930   -0 48 02.7
 EM0920;SPC OK S     -   600,916.45  1,545,895.50   sFT  0.99995930   -0 48 02.7
 EM0920;UTM  14      - 3,870,505.408   462,509.695   MT  0.99961732   -0 14 07.6
 EM0920
 EM0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0920!SPC OK S     -   0.99989378  x   0.99995930  =   0.99985308
 EM0920!UTM  14      -   0.99989378  x   0.99961732  =   0.99951114
 EM0920
 EM0920:                Primary Azimuth Mark                     Grid Az
 EM0920:SPC OK S     -  WALSH AZ                                 187 57 51.2
 EM0920:UTM  14      -  WALSH AZ                                 187 23 56.1
 EM0920
 EM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6250970505(NAD 83)
 EM0920
 EM0920|---------------------------------------------------------------------|
 EM0920| PID    Reference Object                     Distance      Geod. Az  |
 EM0920|                                                           dddmmss.s |
 EM0920| FK0590 SENTINEL WATER TANK                 APPROX.29.7 KM 0471629.2 |
 EM0920| CX8931 WALSH RM 1                           27.595 METERS 06040     |
 EM0920| CX8930 WALSH RM                             27.600 METERS 06043     |
 EM0920| FK0584 HOBART WATER TANK                   APPROX.29.6 KM 0790148.4 |
 EM0920| FK0581 HOBART SE MUNICIPAL TANK            APPROX.29.8 KM 0794750.9 |
 EM0920| EM0910 LONE WOLF MUNICIPAL TANK            APPROX.14.4 KM 0840224.0 |
 EM0920| EM0919 MISSOURI SYNOD EVANGELICAL CH       APPROX. 5.5 KM 1650718.6 |
 EM0920| EM0186 WALSH AZ                            APPROX. 2.0 KM 1870948.5 |
 EM0920| CX8932 WALSH RM 2                            5.886 METERS 20428     |
 EM0920| EM1010 MANGUM MUNICIPAL TANK               APPROX.14.1 KM 2164951.9 |
 EM0920| CX8933 WALSH RM 3                           10.216 METERS 27635     |
 EM0920| FK0596 BRINKMAN MUNICIPAL TANK             APPROX.10.5 KM 2912331.7 |
 EM0920|---------------------------------------------------------------------|
 EM0920
 EM0920                          SUPERSEDED SURVEY CONTROL
 EM0920
 EM0920  NAD 83(1986)-  34 58 35.12573(N)    099 24 38.60865(W) AD(       ) 1
 EM0920  NAD 27      -  34 58 34.92300(N)    099 24 37.30100(W) AD(       ) 1
 EM0920  USSD        -  34 58 34.86300(N)    099 24 37.67000(W) AD(       ) 3
 EM0920  NGVD 29 (07/19/86)  702.5    (m)         2305.     (f) VERT ANG       
 EM0920
 EM0920.Superseded values are not recommended for survey control.
 EM0920
 EM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0920.See file dsdata.pdf to determine how the superseded data were derived.
 EM0920
 EM0920_MARKER: DS = TRIANGULATION STATION DISK
 EM0920_SETTING: 80 = SET IN A BOULDER
 EM0920_STAMPING: WALSH 1921 1948
 EM0920_MARK LOGO: CGS
 EM0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0920+STABILITY: SURFACE MOTION
 EM0920
 EM0920  HISTORY     - Date     Condition        Report By
 EM0920  HISTORY     - 1921     MONUMENTED       CGS
 EM0920  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EM0920  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EM0920  HISTORY     - 1958     GOOD             CGS
 EM0920  HISTORY     - 1961     GOOD             CGS
 EM0920  HISTORY     - 1961     GOOD             CGS
 EM0920  HISTORY     - 1963     GOOD             CGS
 EM0920
 EM0920                          STATION DESCRIPTION
 EM0920
 EM0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EM0920'ABOUT 3 MILES NW OF GRANITE, TOWN ON CHICAGO, ROCK ISLAND
 EM0920'PACIFIC RAILWAY, ON HIGHEST PEAK OF HEADQUARTER MOUNTAINS,
 EM0920'LOCALLY KNOWN AS WALSH MOUNTAINS, IN SE 1/4 SEC. 21, T. 6 N., R.
 EM0920'21 W., ON LAND OWNED BY D.J. HAYNES, WHO LIVES AT FOOT OF W
 EM0920'SIDE OF MOUNTAIN.
 EM0920'
 EM0920'STATION MARKED BY BRONZE STATION DISK IN BOULDER.
 EM0920'
 EM0920'REFERENCE MARK IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK,
 EM0920'27.60 METERS (90.6 FEET) FROM STATION,
 EM0920'N 60 DEG 43 MIN E.
 EM0920
 EM0920                          STATION RECOVERY (1934)
 EM0920
 EM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0920'ORIGINAL DESCRIPTION GOOD.  STATION DISK REMOVED, PART OF CEMENT
 EM0920'REMAINS IN DRILL HOLE.
 EM0920'
 EM0920'REFERENCE MARK BADLY BATTERED BUT IN PLACE.
 EM0920
 EM0920                          STATION RECOVERY (1948)
 EM0920
 EM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0920'THE STATION AND REFERENCE MARK WERE RECOVERED.  THE STATION
 EM0920'DISK WAS MISSING BUT THE ORIGINAL DRILL HOLE WAS FOUND IN GOOD
 EM0920'CONDITION AND A NEW DISK WAS SET IN THE SAME DRILL HOLE.
 EM0920'THE REFERENCE MARK DISK WAS DEFACED OF ALL MARKINGS AND WAS
 EM0920'REPLACED WITH A NEW DISK.  A NEW REFERENCE MARK (R.M. NO. 2)
 EM0920'AND AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  A COMPLETE
 EM0920'NEW DESCRIPTION FOLLOWS--
 EM0920'
 EM0920'THE STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF GRANITE,
 EM0920'ON THE HIGHEST PEAK OF HEADQUARTER MOUNTAINS, LOCALLY KNOWN AS
 EM0920'WALSH MOUNTAIN AND IS ON LAND OWNED BY D.J. HAYNES, WHO LIVES AT
 EM0920'FOOT OF THE WEST SIDE OF MOUNTAIN.  THE DISK IS SET FLUSH IN
 EM0920'A BOULDER, AT THE HIGHEST POINT OF THE PEAK, AND IS STAMPED WALSH
 EM0920'1921 1948.
 EM0920'
 EM0920'REFERENCE MARK NO. 1 (THE MARK REPLACING THE ORIGINAL REFERENCE
 EM0920'MARK) IS ABOUT 1 FOOT LOWER THAN THE STATION.  THE DISK IS
 EM0920'STAMPED WALSH NO 1 1921 1948.
 EM0920'
 EM0920'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EM0920'THE DISK IS STAMPED WALSH NO 2 1921 1948.
 EM0920'
 EM0920'THE AZIMUTH MARK IS LOCATED 1 MILE SOUTH OF THE STATION,
 EM0920'45 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9, 6 FEET EAST OF THE
 EM0920'EAST GATE POST, 1 FOOT EAST OF A REFERENCE POST AND IS SET JUST
 EM0920'INSIDE THE FENCE LINE.  THE DISK IS STAMPED WALSH 1921 1948 AND
 EM0920'PROJECTS 6 INCHES.
 EM0920'
 EM0920'TO REACH THE STATION FROM THE DEPOT IN GRANITE, GO WEST ON
 EM0920'STATE HIGHWAY 9 FOR 1.75 MILES TO A LOCKED GATE AND THE AZIMUTH
 EM0920'MARK ON THE RIGHT, (THE KEY FOR LOCK CAN BE OBTAINED FROM MR.
 EM0920'L.W. COTHRUM AT THE IGA STORE IN GRANITE) TURN RIGHT THROUGH
 EM0920'GATE AND GO NORTH ALONG THE EAST SIDE OF FENCE FOR 0.3 MILE TO A
 EM0920'GATE, PASS THROUGH GATE AND GO NORTHEAST ON A TRACK ROAD FOR
 EM0920'0.15 MILE.  THENCE LEAVE ROAD AND GO NORTHWESTERLY UP RIDGE FOR
 EM0920'0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 EM0920'NORTH-NORTHEAST UP ROCKY RIDGE TO THE HIGHEST POINT AND THE STATION
 EM0920'AS DESCRIBED.  A 40 MINUTE PACK.
 EM0920'
 EM0920'A 4 FOOT SIGNAL AT TEPEE 1921 1934 IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 4 FOOT SIGNAL AT LAKE IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 4 FOOT SIGNAL AT BLAIR IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 100 FOOT SIGNAL AT MANGUM IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 4 FOOT SIGNAL AT PONDER IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 74 FOOT SIGNAL AT REED IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 4 FOOT SIGNAL AT BLOOMINGTON IS VISIBLE AT 4 FEET.
 EM0920'
 EM0920'A 4 FOOT SIGNAL AT HAYSTACK 1921 1948 IS VISIBLE AT 4 FEET.
 EM0920
 EM0920                          STATION RECOVERY (1958)
 EM0920
 EM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EM0920'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 EM0920'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 EM0920'ROAD HAS BEEN CONSTRUCTED TO THE SUMMIT OF THE MOUNTAIN AND AN
 EM0920'INSTALLATION CONSTRUCTED AT THE SUMMIT.  A NEW TO REACH FOLLOWS.
 EM0920'
 EM0920'TO REACH THE STATION FROM THE GRANITE RAILROAD DEPOT GO WEST
 EM0920'ON STATE HIGHWAY 9 FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EM0920'CONTINUE WEST ON STATE HIGHWAY 9 FOR 1.0 MILE TO A CROSSROAD, TURN
 EM0920'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 1.5 MILES TO A T ROAD
 EM0920'AND CATTLE GUARD ON THE RIGHT.  TURN RIGHT ACROSS THE CATTLE
 EM0920'GUARD AND GO EAST ON GRAVELED ROAD FOR 0.8 MILE TO THE FARM
 EM0920'BUILDINGS OF MR. D.J. HAYNES, PASS THRU FARM LOT AND FOLLOW
 EM0920'GRAVELED ROAD UP WINDING STEEP GRADE FOR 1.0 MILE TO THE SUMMIT
 EM0920'AND THE STATION.
 EM0920'
 EM0920'STATION MARK IS 27 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 EM0920'BUILDING AND 15 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 EM0920'BUILDING.  IT IS STAMPED WALSH 1921 1948.
 EM0920'
 EM0920'REFERENCE MARK NO. 2 IS 21 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 EM0920'CORNER OF THE BUILDING.  IT IS STAMPED WALSH NO 2 1921 1948.
 EM0920'
 EM0920'REFERENCE MARK NO. 1 IS 51 FEET EAST-NORTHEAST OF THE NORTHEAST
 EM0920'CORNER OF THE BUILDING AND 21 FEET EAST OF THE CENTER OF A GATE.
 EM0920'IT IS STAMPED WALSH NO 1 1921 1948
 EM0920
 EM0920                          STATION RECOVERY (1961)
 EM0920
 EM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSM)
 EM0920'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EM0920'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EM0920'
 EM0920'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF GRANITE, ON THE
 EM0920'HIGHEST PEAK OF HEADQUARTER MOUNTAIN, LOCALLY KNOWN AS WALSH
 EM0920'MOUNTAIN.
 EM0920'
 EM0920'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANITE, GO WEST ON
 EM0920'STATE HIGHWAY NO. 9 FOR 1.75 MILES TO THE AZIMUTH MARK ON THE
 EM0920'RIGHT.  CONTINUE WEST ON STATE HIGHWAY NO. 9 FOR 0.95 MILE TO
 EM0920'CROSSROADS.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 1.4
 EM0920'MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 EM0920'A GRAVEL ROAD FOR 0.8 MILE TO A FARM HOUSE AND A LOCKED GATE
 EM0920'(THE KEY FOR THE LOCK CAN BE OBTAINED FROM THE FARM HOUSE).
 EM0920'CONTINUE EAST ON A GRADED ROAD 1.0 MILE TO THE TOP OF HILL AND
 EM0920'STATION SITE.
 EM0920'
 EM0920'STATION MARK, A STANDARD DISK STAMPED WALSH 1921 1948, IS SET
 EM0920'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 12.5 FEET WEST
 EM0920'OF THE WEST EDGE OF A SMALL WHITE BUILDING, 16.4 FEET NORTHWEST
 EM0920'OF THE SOUTHWEST CORNER OF BUILDING, AND 28.3 FEET SOUTHWEST
 EM0920'OF THE NORTHWEST CORNER OF BUILDING.
 EM0920'
 EM0920'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WALSH NO 1 1921 1948,
 EM0920'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 53.5 FEET
 EM0920'EAST OF THE NORTHEAST CORNER OF BUILDING AND 9.5 FEET EAST OF A
 EM0920'CORNER FENCE POST.
 EM0920'
 EM0920'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WALSH NO 2 1921 1948,
 EM0920'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 22.0
 EM0920'FEET WEST OF THE SOUTHWEST CORNER OF BUILDING.
 EM0920'
 EM0920'AZIMUTH MARK, A STANDARD DISK STAMPED WALSH 1921 1948, IS SET IN
 EM0920'CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH
 EM0920'PROJECTS 6 INCHES.  IT IS 45.0 FEET NORTH OF THE CENTER LINE
 EM0920'OF STATE HIGHWAY NO. 9 AND 6 FEET EAST OF THE EAST EDGE OF A WIRE
 EM0920'GATE.
 EM0920
 EM0920                          STATION RECOVERY (1961)
 EM0920
 EM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0920'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EM0920'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE BADLY
 EM0920'BATTERED BUT WERE STILL IN PLACE.  THE DISTANCE AND DIRECTION
 EM0920'TO REFERENCE MARK 1 COULD NOT BE CHECKED BECAUSE OF A BUILDING
 EM0920'WHICH HAS BEEN BUILT SINCE THE LAST OBSERVATION.  A REFERENCE
 EM0920'MARK 3 WAS ESTABLISHED.
 EM0920'
 EM0920'A NEW DESCRIPTION FOLLOWS--
 EM0920'
 EM0920'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF GRANITE ON
 EM0920'THE HIGHEST PEAK OF THE HEADQUARTER MOUNTAINS, LOCALLY
 EM0920'KNOWN AS WALSH MOUNTAIN AND IS ON LAND OWNED BY MR. B.J.
 EM0920'HAYNES.
 EM0920'
 EM0920'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANITE, GO
 EM0920'WEST ON STATE HIGHWAY 9 FOR 1.75 MILES TO THE AZIMUTH MARK
 EM0920'ON THE RIGHT, CONTINUE WEST FOR 0.9 MILE TO A CROSSROADS,
 EM0920'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.95 MILE TO
 EM0920'A CROSSROADS AND A CEMETERY ON THE RIGHT, CONTINUE NORTH
 EM0920'FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT CROSSING CATTLE
 EM0920'GUARD AND GO EAST FOR 0.7 MILE TO THE FARM HOME OF MR. B.J.
 EM0920'HAYNES (GET KEY TO LOCKED GATE AT HOUSE), CONTINUE EAST PAST THE
 EM0920'NORTH SIDE OF HOUSE FOR 0.05 MILE TO A LOCKED GATE, PASS
 EM0920'THROUGH TWO GATES, BEAR LEFT PASSING BETWEEN TWO BARNS
 EM0920'AND FOLLOW STEEP ROAD FOR 1.15 MILES TO TOP OF MOUNTAIN
 EM0920'AND STATION JUST WEST OF A FEDERAL AERONAUTICS
 EM0920'ADMINISTRATION BUILDING.
 EM0920'
 EM0920'THE STATION MARK IS A STANDARD STATION DISK STAMPED WALSH
 EM0920'1921 1948 AND IS SET IN A DRILL HOLE IN TOP OF A LARGE
 EM0920'BOULDER WHICH IS FLUSH WITH THE GROUND.  THE MARK IS 49 FEET
 EM0920'SOUTHEAST OF A FEDERAL AERONAUTICS ADMINISTRATION LIGHT TOWER,
 EM0920'28 FEET SOUTHWEST OF THE NORTHWEST CORNER OF F.A.A. BUILDING
 EM0920'AND 16.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF F.A.A.
 EM0920'BUILDING.
 EM0920'
 EM0920'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED WALSH
 EM0920'NO 1 1921 1948 AND IS SET IN A DRILL HOLE IN TOP OF A LARGE
 EM0920'BOULDER PROJECTING ABOUT 1.5 FEET.  THE MARK IS 31 FEET NORTH
 EM0920'OF F.A.A. LIGHT TOWER, 72 FEET SOUTHEAST OF THE SOUTHEAST
 EM0920'CORNER OF THE F.A.A. BUILDING, 53.8 FEET NORTHEAST OF THE
 EM0920'NORTHEAST CORNER OF F.A.A. BUILDING AND 24 FEET EAST OF
 EM0920'CENTER OF GATE.
 EM0920'
 EM0920'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED WALSH
 EM0920'1921 1948 AND IS SET IN A DRILL HOLE IN TOP OF A LARGE BOULDER
 EM0920'WHICH IS ABOUT 2 FEET SQUARE.  THE MARK IS 24 FEET NORTH OF
 EM0920'F.A.A. LIGHT TOWER AND 22 FEET WEST OF THE SOUTHWEST CORNER
 EM0920'CORNER OF THE F.A.A. BUILDING.
 EM0920'
 EM0920'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK STAMPED WALSH
 EM0920'1921 1961 AND IS SET IN A DRILL HOLE IN TOP OF A LARGE BOULDER
 EM0920'WHICH IS ABOUT 7 FEET BELOW THE STATION AND FLUSH WITH THE
 EM0920'GROUND.  THE MARK IS 46.8 FEET NORTHWEST OF F.A.A. LIGHT
 EM0920'TOWER, 33 FEET SOUTH-SOUTHWEST OF F.A.A. LIGHT TOWER AND
 EM0920'20.3 FEET EAST OF FENCE.
 EM0920'
 EM0920'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED WALSH
 EM0920'1921 1948 AND IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 EM0920'PROJECTING 6 INCHES.  THE MARK IS 45 FEET NORTH OF CENTER OF
 EM0920'STATE HIGHWAY 9, 6 FEET EAST OF THE EAST GATE POST, 1 FOOT EAST
 EM0920'OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 EM0920
 EM0920                          STATION RECOVERY (1963)
 EM0920
 EM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0920'ALL MARKS RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION AND
 EM0920'FOUND IN GOOD CONDITION.
 EM0920'
 EM0920'THE 1961 DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0186 ***********************************************************************
 EM0186  DESIGNATION -  WALSH AZ
 EM0186  PID         -  EM0186
 EM0186  STATE/COUNTY-  OK/GREER
 EM0186  COUNTRY     -  US
 EM0186  USGS QUAD   -  GRANITE (2018)
 EM0186
 EM0186                         *CURRENT SURVEY CONTROL
 EM0186  ______________________________________________________________________
 EM0186* NAD 83(1993) POSITION- 34 57 29.22340(N) 099 24 48.67408(W)   ADJUSTED
 EM0186* NAVD 88 ORTHO HEIGHT -   501.377 (meters)     1644.93  (feet) ADJUSTED
 EM0186  ______________________________________________________________________
 EM0186  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 EM0186  LAPLACE CORR    -          5.76  (seconds)                    DEFLEC18
 EM0186  DYNAMIC HEIGHT  -        500.884 (meters)     1643.32  (feet) COMP
 EM0186  MODELED GRAVITY -    979,633.8   (mgal)                       NAVD 88
 EM0186
 EM0186  HORZ ORDER      -  FIRST
 EM0186  VERT ORDER      -  SECOND    CLASS 0
 EM0186
 EM0186.The horizontal coordinates were established by classical geodetic methods
 EM0186.and adjusted by the National Geodetic Survey in November 1994.
 EM0186
 EM0186.The orthometric height was determined by differential leveling and
 EM0186.adjusted by the NATIONAL GEODETIC SURVEY
 EM0186.in June 1991.
 EM0186
 EM0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0186.GEOID18 height accuracy estimate available here.
 EM0186
 EM0186.Click photographs - Photos may exist for this station.
 EM0186
 EM0186.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0186
 EM0186.The dynamic height is computed by dividing the NAVD 88
 EM0186.geopotential number by the normal gravity value computed on the
 EM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0186.degrees latitude (g = 980.6199 gals.).
 EM0186
 EM0186.The modeled gravity was interpolated from observed gravity values.
 EM0186
 EM0186. The following values were computed from the NAD 83(1993) position.
 EM0186
 EM0186;                    North         East     Units Scale Factor Converg.
 EM0186;SPC OK S     -   181,132.846   470,906.327   MT  0.99995717   -0 48 08.4
 EM0186;SPC OK S     -   594,266.68  1,544,965.17   sFT  0.99995717   -0 48 08.4
 EM0186;UTM  14      - 3,868,476.546   462,246.233   MT  0.99961757   -0 14 13.0
 EM0186
 EM0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0186!SPC OK S     -   0.99992538  x   0.99995717  =   0.99988255
 EM0186!UTM  14      -   0.99992538  x   0.99961757  =   0.99954298
 EM0186
 EM0186:                Primary Azimuth Mark                     Grid Az
 EM0186:SPC OK S     -  WALSH                                    007 57 51.1
 EM0186:UTM  14      -  WALSH                                    007 23 55.7
 EM0186
 EM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD6224668476(NAD 83)
 EM0186
 EM0186|---------------------------------------------------------------------|
 EM0186| PID    Reference Object                     Distance      Geod. Az  |
 EM0186|                                                           dddmmss.s |
 EM0186| EM0920 WALSH                               APPROX. 2.0 KM 0070942.7 |
 EM0186|---------------------------------------------------------------------|
 EM0186
 EM0186                          SUPERSEDED SURVEY CONTROL
 EM0186
 EM0186  NAD 83(1986)-  34 57 29.22908(N)    099 24 48.66823(W) AD(       ) 1
 EM0186  NAD 27      -  34 57 29.02490(N)    099 24 47.36100(W) AD(       ) 1
 EM0186  NGVD 29 (??/??/92)  501.209  (m)         1644.38   (f) ADJ UNCH    2 0
 EM0186  NGVD 29             501.21   (m)         1644.4    (f) LEVELING    3  
 EM0186
 EM0186.Superseded values are not recommended for survey control.
 EM0186
 EM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0186.See file dsdata.pdf to determine how the superseded data were derived.
 EM0186
 EM0186_MARKER: DZ = AZIMUTH MARK DISK
 EM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0186_STAMPING: WALSH 1921 1948
 EM0186_MARK LOGO: CGS
 EM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0186+STABILITY: SURFACE MOTION
 EM0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0186+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2011
 EM0186
 EM0186  HISTORY     - Date     Condition        Report By
 EM0186  HISTORY     - 1948     MONUMENTED       CGS
 EM0186  HISTORY     - 1961     GOOD             CGS
 EM0186  HISTORY     - 20110824 GOOD             WOOLPT
 EM0186
 EM0186                          STATION DESCRIPTION
 EM0186
 EM0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0186'THE STATION IS LOCATED 2 MILES WEST OF GRANITE AND 0.85 MILE EAST OF
 EM0186'LAUNCHING SITE 12, ON THE NORTH SIDE OF STATE HIGHWAY 9.
 EM0186'
 EM0186'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANITE, GO WEST ON
 EM0186'STATE HIGHWAY 9 FOR 2.0 MILES TO THE TOP OF THE GRADE AND THE STATION
 EM0186'ON THE RIGHT.
 EM0186'
 EM0186'THE STATION MARK IS A STANDARD AZIMUTH DISK STAMPED WALSH 1921 1948,
 EM0186'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 45
 EM0186'FEET NORTH OF THE CENTER OF THE HIGHWAY, 6 FEET EAST OF THE EAST
 EM0186'GATEPOST OF A WIRE GATE, 4.1 FEET WEST OF A WITNESS POST AND 1 FOOT
 EM0186'NORTH OF THE RIGHT-OF-WAY FENCE, ON PRIVATE PROPERTY.
 EM0186
 EM0186                          STATION RECOVERY (1961)
 EM0186
 EM0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0186'2.0 MILES WEST ALONG STATE HIGHWAY 9 FROM THE RAILROAD DEPOT AT
 EM0186'GRANITE, TO THE TOP OF THE GRADE, 45 FEET NORTH OF THE HIGHWAY, 6 FEET
 EM0186'EAST OF THE EAST GATEPOST OF A WIRE GATE, 4 FEET WEST OF THE WITNESS
 EM0186'POST, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 EM0186'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 EM0186
 EM0186                          STATION RECOVERY (2011)
 EM0186
 EM0186'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (JAY)
 EM0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0064 ***********************************************************************
 EM0064  DESIGNATION -  WALTERS
 EM0064  PID         -  EM0064
 EM0064  STATE/COUNTY-  OK/COTTON
 EM0064  COUNTRY     -  US
 EM0064  USGS QUAD   -  WALTERS (2018)
 EM0064
 EM0064                         *CURRENT SURVEY CONTROL
 EM0064  ______________________________________________________________________
 EM0064* NAD 83(1986) POSITION- 34 21 37.8    (N) 098 18 31.4    (W)   HD_HELD2
 EM0064* NAVD 88 ORTHO HEIGHT -   306.794 (meters)     1006.54  (feet) ADJUSTED
 EM0064  ______________________________________________________________________
 EM0064  GEOID HEIGHT    -        -25.403 (meters)                     GEOID18
 EM0064  DYNAMIC HEIGHT  -        306.492 (meters)     1005.55  (feet) COMP
 EM0064  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 EM0064
 EM0064  VERT ORDER      -  SECOND    CLASS 0
 EM0064
 EM0064.The horizontal coordinates were established by autonomous hand held GPS
 EM0064.observations and have an estimated accuracy of +/- 10 meters.
 EM0064
 EM0064.The orthometric height was determined by differential leveling and
 EM0064.adjusted by the NATIONAL GEODETIC SURVEY
 EM0064.in June 1991.
 EM0064
 EM0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0064.GEOID18 height accuracy estimate available here.
 EM0064
 EM0064.Click photographs - Photos may exist for this station.
 EM0064
 EM0064.The dynamic height is computed by dividing the NAVD 88
 EM0064.geopotential number by the normal gravity value computed on the
 EM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0064.degrees latitude (g = 980.6199 gals.).
 EM0064
 EM0064.The modeled gravity was interpolated from observed gravity values.
 EM0064
 EM0064;                    North         East    Units  Estimated Accuracy
 EM0064;SPC OK S     -   113,980.      571,601.      MT  (+/- 10 meters HH2 GPS)
 EM0064
 EM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6356702345(NAD 83)
 EM0064
 EM0064                          SUPERSEDED SURVEY CONTROL
 EM0064
 EM0064  NGVD 29 (??/??/92)  306.735  (m)         1006.35   (f) ADJ UNCH    2 0
 EM0064
 EM0064.Superseded values are not recommended for survey control.
 EM0064
 EM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0064.See file dsdata.pdf to determine how the superseded data were derived.
 EM0064
 EM0064_MARKER: DB = BENCH MARK DISK
 EM0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0064_SP_SET: BUILDING
 EM0064_STAMPING: WALTERS 1934
 EM0064_MARK LOGO: CGS
 EM0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0064+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2022
 EM0064
 EM0064  HISTORY     - Date     Condition        Report By
 EM0064  HISTORY     - 1934     MONUMENTED       CGS
 EM0064  HISTORY     - 1971     GOOD             OKDH
 EM0064  HISTORY     - 20220324 GOOD             GEOCAC
 EM0064
 EM0064                          STATION DESCRIPTION
 EM0064
 EM0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0064'IN WALTERS.
 EM0064'IN WEST WALL OF COTTON CO.  COURTHOUSE BUILDING, AT RIGHT SIDE OF WEST
 EM0064'ENTRANCE, 1.0 FOOT ABOVE CENTER OF SOUTH CAPSTONE OF ENTRANCE
 EM0064'PLATFORM--TABLET CEMENTED VERTICALLY IN STONE WALL.
 EM0064
 EM0064                          STATION RECOVERY (1971)
 EM0064
 EM0064'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0064'RECOVERED IN GOOD CONDITION.
 EM0064
 EM0064                          STATION RECOVERY (2022)
 EM0064
 EM0064'RECOVERY NOTE BY GEOCACHING 2022 (MFM)
 EM0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1047 ***********************************************************************
 EM1047  DESIGNATION -  WALTERS
 EM1047  PID         -  EM1047
 EM1047  STATE/COUNTY-  OK/COTTON
 EM1047  COUNTRY     -  US
 EM1047  USGS QUAD   -  WALTERS NE (2018)
 EM1047
 EM1047                         *CURRENT SURVEY CONTROL
 EM1047  ______________________________________________________________________
 EM1047* NAD 83(1993) POSITION- 34 26 36.59401(N) 098 15 40.53045(W)   ADJUSTED
 EM1047* NAVD 88 ORTHO HEIGHT -   338.61  (+/-2cm)     1110.9   (feet) VERTCON3
 EM1047  ______________________________________________________________________
 EM1047  GEOID HEIGHT    -        -25.297 (meters)                     GEOID18
 EM1047  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 EM1047  HORZ ORDER      -  SECOND
 EM1047  VERT ORDER      -  THIRD ? (See Below)
 EM1047
 EM1047.The horizontal coordinates were established by classical geodetic methods
 EM1047.and adjusted by the National Geodetic Survey in November 1994.
 EM1047
 EM1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1047
 EM1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1047.GEOID18 height accuracy estimate available here.
 EM1047
 EM1047.The vertical order pertains to the NGVD 29 superseded value.
 EM1047
 EM1047.Click photographs - Photos may exist for this station.
 EM1047
 EM1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1047
 EM1047. The following values were computed from the NAD 83(1993) position.
 EM1047
 EM1047;                    North         East     Units Scale Factor Converg.
 EM1047;SPC OK S     -   123,174.026   575,991.345   MT  0.99993894   -0 08 53.9
 EM1047;SPC OK S     -   404,113.45  1,889,731.60   sFT  0.99993894   -0 08 53.9
 EM1047;UTM  14      - 3,811,579.434   567,865.276   MT  0.99965677   +0 25 04.2
 EM1047
 EM1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1047!SPC OK S     -   0.99995082  x   0.99993894  =   0.99988976
 EM1047!UTM  14      -   0.99995082  x   0.99965677  =   0.99960761
 EM1047
 EM1047:                Primary Azimuth Mark                     Grid Az
 EM1047:SPC OK S     -  WALTERS AZ MK                            004 04 12.2
 EM1047:UTM  14      -  WALTERS AZ MK                            003 30 14.1
 EM1047
 EM1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6786511579(NAD 83)
 EM1047
 EM1047|---------------------------------------------------------------------|
 EM1047| PID    Reference Object                     Distance      Geod. Az  |
 EM1047|                                                           dddmmss.s |
 EM1047| CX8934 WALTERS AZ MK                                      0035518.3 |
 EM1047| EM0717 WALTERS MUNICIPAL TANK              APPROX.10.7 KM 2060947.0 |
 EM1047| CX8935 WALTERS RM 1                         28.709 METERS 22247     |
 EM1047| CX8936 WALTERS RM 2                         33.314 METERS 32427     |
 EM1047|---------------------------------------------------------------------|
 EM1047
 EM1047                          SUPERSEDED SURVEY CONTROL
 EM1047
 EM1047  NAD 83(1986)-  34 26 36.59745(N)    098 15 40.51585(W) AD(       ) 2
 EM1047  NAD 27      -  34 26 36.30500(N)    098 15 39.35200(W) AD(       ) 2
 EM1047  NGVD 29             338.54   (m)         1110.7    (f) LEVELING    3  
 EM1047
 EM1047.Superseded values are not recommended for survey control.
 EM1047
 EM1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1047.See file dsdata.pdf to determine how the superseded data were derived.
 EM1047
 EM1047_MARKER: DS = TRIANGULATION STATION DISK
 EM1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1047_STAMPING: WALTERS 1948
 EM1047_MARK LOGO: CGS
 EM1047_PROJECTION: FLUSH
 EM1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM1047+STABILITY: SURFACE MOTION
 EM1047
 EM1047  HISTORY     - Date     Condition        Report By
 EM1047  HISTORY     - 1948     MONUMENTED       CGS
 EM1047  HISTORY     - 1963     GOOD             CGS
 EM1047  HISTORY     - 1971     GOOD             OKDH
 EM1047  HISTORY     - 1975     GOOD             DMA
 EM1047
 EM1047                          STATION DESCRIPTION
 EM1047
 EM1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM1047'THE STATION IS LOCATED ABOUT 5.75 MILES NORTH AND 2.75 MILES
 EM1047'EAST OF WALTERS ON LAND OWNED AND OCCUPIED BY MR. H.T. DAY.
 EM1047'IT IS ABOUT 0.05 MILE NORTHWEST OF THE DAY FARM HOUSE IN THE
 EM1047'NORTHWEST CORNER OF A FIELD, 44 FEET EAST OF THE CENTER OF
 EM1047'NORTH-SOUTH ROAD, 19 FEET EAST OF FENCE LINE, 9 FEET SOUTH
 EM1047'OF EAST-WEST FENCE LINE AND 12 FEET SOUTHEAST OF WITNESS POST.
 EM1047'IT IS STAMPED WALTERS 1948 AND SET FLUSH WITH THE GROUND
 EM1047'SURFACE.
 EM1047'
 EM1047'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET UNDER THE
 EM1047'FENCE LINE ON THE WEST SIDE OF THE NORTH-SOUTH ROAD, 22 FEET
 EM1047'WEST OF THE CENTER OF THE ROAD.  IT IS STAMPED WALTERS NO 1
 EM1047'1948 AND PROJECTS 4 INCHES.
 EM1047'
 EM1047'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, SET
 EM1047'UNDER THE FENCE LINE ON THE WEST SIDE OF THE ROAD, 22 FEET
 EM1047'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS STAMPED
 EM1047'WALTERS NO 2 1948 AND PROJECTS 4 INCHES.
 EM1047'
 EM1047'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE
 EM1047'STATION, 35 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 120
 EM1047'FEET EAST OF T-ROAD INTERSECTION AND 1 FOOT SOUTHWEST OF WEST
 EM1047'END OF GATE AT THE SOUTHEAST CORNER OF SCHOOL HOUSE YARD.
 EM1047'IT IS STAMPED WALTERS 1948 AND PROJECTS 4 INCHES.  TO REACH
 EM1047'FROM THE STATION, GO NORTH ON DIRT ROAD FOR 0.35 MILE TO
 EM1047'CROSSROADS, TURN RIGHT AND GO EAST FOR ABOUT 150 FEET TO
 EM1047'THE MARK ON THE NORTH SIDE OF ROAD AS DESCRIBED.
 EM1047'
 EM1047'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 EM1047'AND STATE HIGHWAY NO 53 IN THE NORTH EDGE OF WALTERS, GO EAST
 EM1047'ON STATE HIGHWAY 53 FOR 1.7 MILES TO SIDE ROAD LEFT, TURN
 EM1047'LEFT AND GO NORTH FOR 5.10 MILES TO CROSSROADS, TURN RIGHT
 EM1047'AND GO EAST FOR 1.0 MILE TO CROSSROADS, TURN LEFT AND GO
 EM1047'NORTH FOR 0.6 MILE TO LARGE WHITE HOUSE ON THE RIGHT, CONTINUE
 EM1047'NORTH TO NORTHWEST CORNER OF GROVE OF SMALL TREES AND STATION
 EM1047'AS DESCRIBED.
 EM1047'
 EM1047'A 4 FOOT SIGNAL AT STATION TEMPLE IS VISIBLE AT 37 FEET
 EM1047'
 EM1047'A 4 FOOT SIGNAL AT STATION STRAUSS IS VISIBLE FROM THE GROUND
 EM1047'
 EM1047'AN 87 FOOT SIGNAL AT STATION EMERSON IS VISIBLE FROM THE
 EM1047'GROUND
 EM1047'
 EM1047'A 4 FOOT SIGNAL AT STATION CROSBY IS VISIBLE FROM THE GROUND
 EM1047'
 EM1047'A 74 FOOT SIGNAL AT STATION HOLLIDAY IS VISIBLE FROM THE GROUND
 EM1047'
 EM1047'A 4 FOOT SIGNAL AT STATION WOODLAWN IS VISIBLE FROM THE GROUND
 EM1047'
 EM1047'A 47 FOOT SIGNAL AT STATION ZELLA IS VISIBLE FROM THE GROUND
 EM1047'
 EM1047'A 4 FOOT SIGNAL AT STATION HULEN IS VISIBLE FROM THE GROUND
 EM1047'
 EM1047'A 47 FOOT SIGNAL AT STATION DUNCAN 1902 IS VISIBLE FROM THE
 EM1047'GROUND
 EM1047'
 EM1047'A 4 FOOT SIGNAL AT STATION BEAVER IS VISIBLE FROM THE GROUND.
 EM1047'
 EM1047'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 EM1047
 EM1047                          STATION RECOVERY (1963)
 EM1047
 EM1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM1047'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND FOUND
 EM1047'IN GOOD CONDITION.  IT IS IN THE SW 1/4 OF THE NW 1/4 OF
 EM1047'SEC. 28, T. 1 S., R. 10 W., 42.0 FEET EAST FROM THE CENTER OF
 EM1047'NORTH-SOUTH SECTION LINE ROAD, 56 FEET NORTH OF AN EAST-WEST
 EM1047'FENCE LINE AND 14.5 FEET EAST FROM THE EAST RIGHT-OF-WAY
 EM1047'FENCE LINE.  THE MARK IS LEVEL WITH GROUND SURFACE.
 EM1047'
 EM1047'R.M. NO. 1 IS IN THE NORTH-SOUTH FENCE LINE 22.5 FEET WEST
 EM1047'FROM THE CENTER OF THE ROAD AND PROJECTS 3 INCHES.
 EM1047'
 EM1047'R.M. NO. 2 IS IN THE NORTH-SOUTH FENCE LINE 22.5 FEET WEST
 EM1047'FROM THE CENTER OF THE ROAD AND PROJECTS 2 INCHES.
 EM1047'
 EM1047'AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF STATION, 193 FEET
 EM1047'EAST FROM THE CENTER OF CROSSROADS AND 28 FEET NORTH FROM
 EM1047'THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 1 FOOT SOUTH
 EM1047'OF THE EAST-WEST FENCE LINE.
 EM1047
 EM1047                          STATION RECOVERY (1971)
 EM1047
 EM1047'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM1047'WALTER 1948 RECOVERED IN GOOD CONDITION.
 EM1047'
 EM1047'WALTERS AZIMUTH 1948 RECOVERED IN GOOD CONDITION.
 EM1047'
 EM1047'WALTERS R.M. NO. 1 1948 RECOVERED IN GOOD CONDITION.
 EM1047'
 EM1047'WALTERS R.M. NO. 2 1948 RECOVERED IN GOOD CONDITION.
 EM1047
 EM1047                          STATION RECOVERY (1975)
 EM1047
 EM1047'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (DLL)
 EM1047'WALTERS 1948 RECOVERED GOOD.
 EM1047'
 EM1047'WALTERS NO 1 1948 RECOVERED GOOD.
 EM1047'
 EM1047'WALTERS NO 2 RECOVERED GOOD.
 EM1047'
 EM1047'WALTERS 1948 AZ MK RECOVERED GOOD.
 EM1047'
 EM1047'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH NORTH EAST
 EM1047'OF WALTERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0585 ***********************************************************************
 GJ0585  DESIGNATION -  WALTERS
 GJ0585  PID         -  GJ0585
 GJ0585  STATE/COUNTY-  OK/DEWEY
 GJ0585  COUNTRY     -  US
 GJ0585  USGS QUAD   -  HUCMAC (2018)
 GJ0585
 GJ0585                         *CURRENT SURVEY CONTROL
 GJ0585  ______________________________________________________________________
 GJ0585* NAD 83(1993) POSITION- 36 06 24.62092(N) 098 47 17.27300(W)   ADJUSTED
 GJ0585* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 GJ0585  ______________________________________________________________________
 GJ0585  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 GJ0585  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 GJ0585  HORZ ORDER      -  FIRST
 GJ0585
 GJ0585.The horizontal coordinates were established by classical geodetic methods
 GJ0585.and adjusted by the National Geodetic Survey in November 1994.
 GJ0585
 GJ0585.The orthometric height was scaled from a topographic map.
 GJ0585
 GJ0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0585.GEOID18 height accuracy estimate available here.
 GJ0585
 GJ0585.Click photographs - Photos may exist for this station.
 GJ0585
 GJ0585.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0585
 GJ0585. The following values were computed from the NAD 83(1993) position.
 GJ0585
 GJ0585;                    North         East     Units Scale Factor Converg.
 GJ0585;SPC OK N     -   123,094.845   529,039.754   MT  0.99994597   -0 27 54.4
 GJ0585;SPC OK N     -   403,853.67  1,735,691.26   sFT  0.99994597   -0 27 54.4
 GJ0585;UTM  14      - 3,995,819.359   519,069.438   MT  0.99960448   +0 07 29.5
 GJ0585
 GJ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0585!SPC OK N     -   0.99991108  x   0.99994597  =   0.99985705
 GJ0585!UTM  14      -   0.99991108  x   0.99960448  =   0.99951559
 GJ0585
 GJ0585:                Primary Azimuth Mark                     Grid Az
 GJ0585:SPC OK N     -  SEILING MICROWAVE MAST                   267 24 59.8
 GJ0585:UTM  14      -  SEILING MICROWAVE MAST                   266 49 35.9
 GJ0585
 GJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1906995819(NAD 83)
 GJ0585
 GJ0585|---------------------------------------------------------------------|
 GJ0585| PID    Reference Object                     Distance      Geod. Az  |
 GJ0585|                                                           dddmmss.s |
 GJ0585| CL3554 WALTERS RM 1                         12.593 METERS 24339     |
 GJ0585| GJ0587 SEILING WEST FARMERS ELEC MAST      APPROX.15.1 KM 2641054.4 |
 GJ0585| GJ0586 SEILING MICROWAVE MAST              APPROX. 7.5 KM 2665705.4 |
 GJ0585| CL3553 WALTERS AZ MK                                      3191202.3 |
 GJ0585| CL3555 WALTERS RM 2                         12.943 METERS 33311     |
 GJ0585|---------------------------------------------------------------------|
 GJ0585
 GJ0585                          SUPERSEDED SURVEY CONTROL
 GJ0585
 GJ0585  NAD 83(1986)-  36 06 24.62428(N)    098 47 17.25877(W) AD(       ) 1
 GJ0585  NAD 27      -  36 06 24.48024(N)    098 47 15.93092(W) AD(       ) 1
 GJ0585
 GJ0585.Superseded values are not recommended for survey control.
 GJ0585
 GJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0585.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0585
 GJ0585_MARKER: DS = TRIANGULATION STATION DISK
 GJ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0585_STAMPING: WALTERS 1963
 GJ0585_MARK LOGO: CGS
 GJ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0585+STABILITY: SURFACE MOTION
 GJ0585
 GJ0585  HISTORY     - Date     Condition        Report By
 GJ0585  HISTORY     - 1963     MONUMENTED       CGS
 GJ0585
 GJ0585                          STATION DESCRIPTION
 GJ0585
 GJ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0585'STATION IS LOCATED 8-1/2 MILES SOUTHEAST OF SEILING, 1-1/2 MILES
 GJ0585'SOUTH OF A SURFACED ROAD AND ON A PROMINENT KNOLL IN PASTURE LAND
 GJ0585'OWNED BY MRS. C. WALTERS.  SHE LIVES ABOUT 1-1/2 MILES EAST OF THE
 GJ0585'STATION.
 GJ0585'
 GJ0585'STATION IS REACHED FROM SEILING AS FOLLOWS.  FROM THE JUNCTION OF
 GJ0585'U. S. HIGHWAYS 60, 270 AND 281, NORTHEAST OF THE WATER TANK, GO EAST
 GJ0585'ON A SURFACED ROAD FOR 6.9 MILES TO A T INTERSECTION.  TURN RIGHT,
 GJ0585'SOUTH, ON SURFACED ROAD, AND GO 1.0 MILE TO A T INTERSECTION.
 GJ0585'TURN LEFT, EAST, AND GO 0.5 MILE TO TWO GATES ON THE LEFT AND A
 GJ0585'GATE ON THE RIGHT, SOUTH SIDE OF THE ROAD.  TURN RIGHT, THROUGH
 GJ0585'GATE, AND GO SOUTH ON TRACK ROAD FOR 0.5 MILE TO TWO WIRE GATES.
 GJ0585'PASS THROUGH THE LEFT GATE AND CONTINUE SOUTHERLY ON TRACK ROAD
 GJ0585'FOR 0.6 MILE TO A WINDMILL AND TANKS.  CONTINUE SOUTHERLY ON
 GJ0585'TRACK ROAD FOR 0.6 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE
 GJ0585'LEFT.  PASS THROUGH GATE AND CONTINUE FOR 0.1 MILE, THEN TURN
 GJ0585'LEFT, EAST, FOR 0.1 MILE TO TOP OF KNOLL AND STATION.
 GJ0585'
 GJ0585'STATION MARK IS A STANDARD DISK, STAMPED WALTERS 1963, SET IN THE TOP
 GJ0585'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS ON THE
 GJ0585'HIGHEST POINT OF THE KNOLL AND 5.2 FEET WEST SOUTHWEST OF A METAL
 GJ0585'WITNESS POST.
 GJ0585'
 GJ0585'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WALTERS NO 1 1963, SET
 GJ0585'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES AND
 GJ0585'9.0 FEET LOWER THAN THE STATION.
 GJ0585'
 GJ0585'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WALTERS NO 2 1963, SET
 GJ0585'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 GJ0585'6.4 FEET LOWER THAN THE STATION.
 GJ0585'
 GJ0585'AZIMUTH MARK IS A STANDARD DISK, STAMPED WALTERS 1963, SET IN TOP OF
 GJ0585'A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 12.0 FEET
 GJ0585'EAST OF AN EAST GATE POST, 4.5 FEET EAST OF A METAL WITNESS POST
 GJ0585'AND 1.0 FEET SOUTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0717 ***********************************************************************
 EM0717  DESIGNATION -  WALTERS MUNICIPAL TANK
 EM0717  PID         -  EM0717
 EM0717  STATE/COUNTY-  OK/COTTON
 EM0717  COUNTRY     -  US
 EM0717  USGS QUAD   -  WALTERS (2018)
 EM0717
 EM0717                         *CURRENT SURVEY CONTROL
 EM0717  ______________________________________________________________________
 EM0717* NAD 83(1993) POSITION- 34 21 24.26542(N) 098 18 45.51858(W)   ADJUSTED
 EM0717  ______________________________________________________________________
 EM0717  GEOID HEIGHT    -        -25.420 (meters)                     GEOID18
 EM0717  LAPLACE CORR    -          3.62  (seconds)                    DEFLEC18
 EM0717  HORZ ORDER      -  THIRD
 EM0717
 EM0717.The horizontal coordinates were established by classical geodetic methods
 EM0717.and adjusted by the National Geodetic Survey in November 1994.
 EM0717
 EM0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0717.GEOID18 height accuracy estimate available here.
 EM0717
 EM0717.Click photographs - Photos may exist for this station.
 EM0717
 EM0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0717
 EM0717. The following values were computed from the NAD 83(1993) position.
 EM0717
 EM0717;                    North         East     Units Scale Factor Converg.
 EM0717;SPC OK S     -   113,564.036   571,239.412   MT  0.99994378   -0 10 38.9
 EM0717;SPC OK S     -   372,584.67  1,874,141.30   sFT  0.99994378   -0 10 38.9
 EM0717;UTM  14      - 3,801,925.774   563,209.807   MT  0.99964925   +0 23 16.5
 EM0717
 EM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6320901925(NAD 83)
 EM0717
 EM0717                          SUPERSEDED SURVEY CONTROL
 EM0717
 EM0717  NAD 83(1986)-  34 21 24.26864(N)    098 18 45.50462(W) AD(       ) 3
 EM0717  NAD 27      -  34 21 23.95800(N)    098 18 44.34600(W) AD(       ) 3
 EM0717  USSD        -  34 21 23.94400(N)    098 18 44.71000(W) AD(       ) 3
 EM0717
 EM0717.Superseded values are not recommended for survey control.
 EM0717
 EM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0717.See file dsdata.pdf to determine how the superseded data were derived.
 EM0717
 EM0717_MARKER: 53 = ELEVATED TANK
 EM0717
 EM0717  HISTORY     - Date     Condition        Report By
 EM0717  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0717  HISTORY     - 1934     GOOD             CGS
 EM0717  HISTORY     - 1948     GOOD             CGS
 EM0717
 EM0717                          STATION DESCRIPTION
 EM0717
 EM0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0717'STATION IS A LARGE BLACK TOWER TANK.
 EM0717
 EM0717                          STATION RECOVERY (1934)
 EM0717
 EM0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0717'STATION RECOVERED IN GOOD CONDITION.
 EM0717
 EM0717                          STATION RECOVERY (1948)
 EM0717
 EM0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0717'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 EM0717'IN THE WEST EDGE OF TOWN, 50 FEET WEST OF THE CENTER OF S.
 EM0717'SIXTH STREET, 100 FEET EAST OF THE RAILROAD TRACKS AND AT THE
 EM0717'WEST END OF W. CAL STREET.  IT IS 103 FEET HIGH, SUPPORTED BY
 EM0717'FOUR STEEL LEGS.  POINT OBSERVED UPON, FINIAL ON THE APEX
 EM0717'OF THE ROOF.
 EM0717'
 EM0717'PROBABLY SAME STATION AS WALTERS, CITY WATER TANK, 1923.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1110 ***********************************************************************
 FH1110  DESIGNATION -  WALTHERS
 FH1110  PID         -  FH1110
 FH1110  STATE/COUNTY-  OK/HASKELL
 FH1110  COUNTRY     -  US
 FH1110  USGS QUAD   -  SANS BOIS (2018)
 FH1110
 FH1110                         *CURRENT SURVEY CONTROL
 FH1110  ______________________________________________________________________
 FH1110* NAD 83(1993) POSITION- 35 14 39.82910(N) 095 11 35.92579(W)   ADJUSTED
 FH1110* NAVD 88 ORTHO HEIGHT -   254.    (meters)      833.    (feet) SCALED
 FH1110  ______________________________________________________________________
 FH1110  GEOID HEIGHT    -        -30.595 (meters)                     GEOID18
 FH1110  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 FH1110  HORZ ORDER      -  FIRST
 FH1110
 FH1110.The horizontal coordinates were established by classical geodetic methods
 FH1110.and adjusted by the National Geodetic Survey in November 1994.
 FH1110
 FH1110.The orthometric height was scaled from a topographic map.
 FH1110
 FH1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1110.GEOID18 height accuracy estimate available here.
 FH1110
 FH1110.Click photographs - Photos may exist for this station.
 FH1110
 FH1110.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1110
 FH1110. The following values were computed from the NAD 83(1993) position.
 FH1110
 FH1110;                    North         East     Units Scale Factor Converg.
 FH1110;SPC OK S     -   215,540.018   855,420.845   MT  1.00000221   +1 35 35.2
 FH1110;SPC OK S     -   707,150.88  2,806,493.22   sFT  1.00000221   +1 35 35.2
 FH1110;UTM  15      - 3,902,351.150   300,437.080   MT  1.00009083   -1 15 58.0
 FH1110
 FH1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1110!SPC OK S     -   0.99996492  x   1.00000221  =   0.99996713
 FH1110!UTM  15      -   0.99996492  x   1.00009083  =   1.00005574
 FH1110
 FH1110:                Primary Azimuth Mark                     Grid Az
 FH1110:SPC OK S     -  WALTHERS AZ MK                           211 15 58.0
 FH1110:UTM  15      -  WALTHERS AZ MK                           214 07 31.2
 FH1110
 FH1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0043702351(NAD 83)
 FH1110
 FH1110|---------------------------------------------------------------------|
 FH1110| PID    Reference Object                     Distance      Geod. Az  |
 FH1110|                                                           dddmmss.s |
 FH1110| CI3563 WALTHERS RM 1                        12.444 METERS 13208     |
 FH1110| FH1109 WALTHERS AZ MK                      APPROX. 1.6 KM 2125133.2 |
 FH1110| CI3564 WALTHERS RM 2                        13.368 METERS 24356     |
 FH1110|---------------------------------------------------------------------|
 FH1110
 FH1110                          SUPERSEDED SURVEY CONTROL
 FH1110
 FH1110  NAD 83(1986)-  35 14 39.84104(N)    095 11 35.91835(W) AD(       ) 1
 FH1110  NAD 27      -  35 14 39.49200(N)    095 11 35.04500(W) AD(       ) 1
 FH1110
 FH1110.Superseded values are not recommended for survey control.
 FH1110
 FH1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1110.See file dsdata.pdf to determine how the superseded data were derived.
 FH1110
 FH1110_MARKER: DS = TRIANGULATION STATION DISK
 FH1110_SETTING: 66 = SET IN ROCK OUTCROP
 FH1110_STAMPING: WALTHERS 1940
 FH1110_MARK LOGO: CGS
 FH1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1110+STABILITY: POSITION/ELEVATION WELL
 FH1110
 FH1110  HISTORY     - Date     Condition        Report By
 FH1110  HISTORY     - 1940     MONUMENTED       CGS
 FH1110  HISTORY     - 1959     GOOD             CGS
 FH1110  HISTORY     - 1980     GOOD             OKDOT
 FH1110
 FH1110                          STATION DESCRIPTION
 FH1110
 FH1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1110'STATION IS LOCATED IN HASKELL COUNTY, ABOUT 4 MILES W AND 0.8
 FH1110'MILE S OF STIGLER.  IT IS ON THE SW END OF THE MOST WESTERLY
 FH1110'OF SEVERAL ISOLATED HILLS, ON PROPERTY OWNED BY ZENO WALTHERS,
 FH1110'OF STIGLER.  THE STATION IS IN THE TIMBER, 30 FEET N OF WHERE
 FH1110'THE HILL SLOPES SHARPLY TO THE S, AND 250 FEET SW OF AN ABANDONED
 FH1110'ROCK QUARRY.
 FH1110'
 FH1110'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 FH1110'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FH1110'
 FH1110'STATION IS FLUSH WITH THE GROUND AND IS STAMPED WALTHERS
 FH1110'1940.  THERE IS A WHITE REFERENCE POST 6 FEET N OF THE STATION
 FH1110'AND A TRIANGLE BLAZE ON A 12-INCH OAK TREE, 13.5 FEET N OF THE
 FH1110'STATION.
 FH1110'
 FH1110'REFERENCE MARK NO.1 IS ABOUT 2 FEET LOWER THAN THE STATION,
 FH1110'SET IN BEDROCK, AT A POINT WHERE THE RIDGE BREAKS SHARPLY TO THE
 FH1110'S.  IT IS STAMPED WALTHERS NO.1, 1940.  REFERENCE MARK NO.2 IS
 FH1110'ABOUT 1 FOOT LOWER THAN THE STATION, SET IN BEDROCK, AT A POINT
 FH1110'WHERE THE RIDGE BREAKS SHARPLY TO THE S.  IT IS STAMPED WALTHERS
 FH1110'NO.2, 1940.
 FH1110'
 FH1110'FOR THE DESCRIPTION OF THE AZIMUTH MARK SEE WALTHERS AZIMUTH
 FH1110'MARK, 1940.
 FH1110'
 FH1110'TO REACH THE STATION FROM THE POST OFFICE IN STIGLER, GO W
 FH1110'ON STATE HIGHWAY 10 FOR 3.6 MILES TO A PRIVATE ROAD LEADING TO A
 FH1110'FARMHOUSE ON THE S SIDE OF THE ROAD.  PASS THROUGH GATE AND GO S
 FH1110'FOR 0.25 MILE TO THE FARMHOUSE, GO THROUGH BARNYARD, (TWO MORE
 FH1110'GATES), AND FOLLOW TRACK ROAD 0.15 MILE TO HAY SHED AND ANOTHER
 FH1110'GATE.  GO THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.5 MILE SW,
 FH1110'TO THE END OF THE ROAD AT AN ABANDONED ROCK QUARRY.  THE
 FH1110'STATION IS 250 FEET SW OF THE QUARRY.
 FH1110'
 FH1110'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 FH1110
 FH1110                          STATION RECOVERY (1959)
 FH1110
 FH1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1110'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1110'CONDITION.  THE ROAD LEADING TO THE TOP OF THE MOUNTAIN HAS BEEN
 FH1110'ABANDONED AND IT IS NECESSARY TO WALK THE LAST 0.3 MILE.  THE
 FH1110'AZIMUTH MARK RECOVERED IN GOOD CON-CONDITION.  IT IS IN THE
 FH1110'NORTHEAST ANGLE OF CROSSROADS, 28 FEET NORTH OF THE EAST-WEST
 FH1110'FENCE AND 7 FEET EAST OF THE NORTH-SOUTH FENCE.
 FH1110'
 FH1110'TO REACH THE STATION FROM STIGLER, FROM THE COURT HOUSE, GO WEST
 FH1110'ON STATE HIGHWAY 9 FOR 4.25 MILES TO A STEEL GATE ON THE LEFT,
 FH1110'TURN LEFT THROUGH GATE AND DRIVE SOUTHERLY ACROSS PASTURE FOR
 FH1110'0.3 MILE TO END OF TRUCK TRAVEL NEAR THE SOUTHWEST CORNER OF
 FH1110'THE OPEN PASTURE.  PACK SOUTH TO TOP OF RIDGE THEN SOUTHWEST
 FH1110'TO A ROCK QUARRY.  THE STATION IS ABOUT 250 FEET SOUTHWEST OF
 FH1110'THE OLD QUARRY.
 FH1110
 FH1110                          STATION RECOVERY (1980)
 FH1110
 FH1110'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1980 (JWH)
 FH1110'WALTHERS 1940 IN GOOD CONDITION.
 FH1110'WALTHERS NO. 1 1940 IN GOOD CONDITION.
 FH1110'WALTHERS NO. 2 1940 IN GOOD CONDTION.
 FH1110'
 FH1110'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S. E. OF
 FH1110'WHITEFIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1109 ***********************************************************************
 FH1109  DESIGNATION -  WALTHERS AZ MK
 FH1109  PID         -  FH1109
 FH1109  STATE/COUNTY-  OK/HASKELL
 FH1109  COUNTRY     -  US
 FH1109  USGS QUAD   -  SANS BOIS (2018)
 FH1109
 FH1109                         *CURRENT SURVEY CONTROL
 FH1109  ______________________________________________________________________
 FH1109* NAD 83(1993) POSITION- 35 13 55.01105(N) 095 12 11.20684(W)   ADJUSTED
 FH1109* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 FH1109  ______________________________________________________________________
 FH1109  GEOID HEIGHT    -        -30.621 (meters)                     GEOID18
 FH1109  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 FH1109  HORZ ORDER      -  SECOND
 FH1109
 FH1109.The horizontal coordinates were established by classical geodetic methods
 FH1109.and adjusted by the National Geodetic Survey in November 1994.
 FH1109
 FH1109.The orthometric height was scaled from a topographic map.
 FH1109
 FH1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1109.GEOID18 height accuracy estimate available here.
 FH1109
 FH1109.Click photographs - Photos may exist for this station.
 FH1109
 FH1109.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1109
 FH1109. The following values were computed from the NAD 83(1993) position.
 FH1109
 FH1109;                    North         East     Units Scale Factor Converg.
 FH1109;SPC OK S     -   214,134.587   854,567.470   MT  0.99999973   +1 35 15.2
 FH1109;SPC OK S     -   702,539.89  2,803,693.44   sFT  0.99999973   +1 35 15.2
 FH1109;UTM  15      - 3,900,989.909   299,514.580   MT  1.00009538   -1 16 16.9
 FH1109
 FH1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1109!SPC OK S     -   0.99997559  x   0.99999973  =   0.99997532
 FH1109!UTM  15      -   0.99997559  x   1.00009538  =   1.00007097
 FH1109
 FH1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9951400989(NAD 83)
 FH1109
 FH1109                          SUPERSEDED SURVEY CONTROL
 FH1109
 FH1109  NAD 83(1986)-  35 13 55.02300(N)    095 12 11.19973(W) AD(       ) 2
 FH1109  NAD 27      -  35 13 54.67500(N)    095 12 10.32400(W) AD(       ) 2
 FH1109
 FH1109.Superseded values are not recommended for survey control.
 FH1109
 FH1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1109.See file dsdata.pdf to determine how the superseded data were derived.
 FH1109
 FH1109_MARKER: DZ = AZIMUTH MARK DISK
 FH1109_SETTING: 66 = SET IN ROCK OUTCROP
 FH1109_STAMPING: WALTHERS 1940
 FH1109_MARK LOGO: CGS
 FH1109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1109+STABILITY: POSITION/ELEVATION WELL
 FH1109
 FH1109  HISTORY     - Date     Condition        Report By
 FH1109  HISTORY     - 1940     MONUMENTED       CGS
 FH1109  HISTORY     - 19670330 GOOD             USGS
 FH1109  HISTORY     - 1980     GOOD             OKDOT
 FH1109
 FH1109                          STATION DESCRIPTION
 FH1109
 FH1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1109'THIS STATION IS LOCATED IN HASKELL COUNTY, ABOUT 4 MILES W
 FH1109'AND 1-1/2 MILES S OF STIGLER.  IT IS ABOUT 0.8 MILE SW OF
 FH1109'WALTHERS, 1.5 MILES S OF STATE HIGHWAY 10, AT CROSS ROAD.
 FH1109'THE DISK IS SET IN BEDROCK, IN A PASTURE, 60 FEET E OF THE CENTER
 FH1109'LINE OF A N-S ROAD AND 75 FEET N OF THE CENTER LINE OF AN E-W
 FH1109'ROAD.  THERE IS A PIECE OF BEDROCK ABOUT 2 BY 4 FEET IN SIZE
 FH1109'THAT PROJECTS 1-1/2 FEET, 3 FEET S OF THE MARK.  THE MARK
 FH1109'IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 FH1109'
 FH1109'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN STIGLER,
 FH1109'GO W ON STATE HIGHWAY 10 FOR 4.5 MILES TO A ROAD LEADING S.
 FH1109'TURN S AND GO 1.5 MILES TO CROSS ROAD AND AZIMUTH MARK.
 FH1109
 FH1109                          STATION RECOVERY (1967)
 FH1109
 FH1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JKR)
 FH1109'RECOVERED IN GOOD CONDITION.
 FH1109
 FH1109                          STATION RECOVERY (1980)
 FH1109
 FH1109'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1980 (JWH)
 FH1109'WALTHERS AZIMUTH MARK RECOVERED IN EXCELLENT CONDITION.
 FH1109'
 FH1109'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S. E. OF
 FH1109'WHITEFIELD, OKLAHOMA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1091 ***********************************************************************
 FJ1091  DESIGNATION -  WANDELL
 FJ1091  PID         -  FJ1091
 FJ1091  STATE/COUNTY-  OK/KINGFISHER
 FJ1091  COUNTRY     -  US
 FJ1091  USGS QUAD   -  CRESCENT NW (2018)
 FJ1091
 FJ1091                         *CURRENT SURVEY CONTROL
 FJ1091  ______________________________________________________________________
 FJ1091* NAD 83(1993) POSITION- 35 53 54.33878(N) 097 40 38.65661(W)   ADJUSTED
 FJ1091* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 FJ1091  ______________________________________________________________________
 FJ1091  GEOID HEIGHT    -        -27.483 (meters)                     GEOID18
 FJ1091  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 FJ1091  HORZ ORDER      -  THIRD
 FJ1091
 FJ1091.The horizontal coordinates were established by classical geodetic methods
 FJ1091.and adjusted by the National Geodetic Survey in November 1994.
 FJ1091
 FJ1091.The orthometric height was scaled from a topographic map.
 FJ1091
 FJ1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1091.GEOID18 height accuracy estimate available here.
 FJ1091
 FJ1091.Click photographs - Photos may exist for this station.
 FJ1091
 FJ1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1091
 FJ1091. The following values were computed from the NAD 83(1993) position.
 FJ1091
 FJ1091;                    North         East     Units Scale Factor Converg.
 FJ1091;SPC OK N     -    99,731.197   629,122.318   MT  0.99995637   +0 11 25.4
 FJ1091;SPC OK N     -   327,201.44  2,064,045.47   sFT  0.99995637   +0 11 25.4
 FJ1091;UTM  14      - 3,973,490.514   619,358.389   MT  0.99977555   +0 46 32.1
 FJ1091
 FJ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1091!SPC OK N     -   0.99995360  x   0.99995637  =   0.99990997
 FJ1091!UTM  14      -   0.99995360  x   0.99977555  =   0.99972916
 FJ1091
 FJ1091:                Primary Azimuth Mark                     Grid Az
 FJ1091:SPC OK N     -  WANDELL AZ MK                            088 04 02.2
 FJ1091:UTM  14      -  WANDELL AZ MK                            087 28 55.5
 FJ1091
 FJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1935873490(NAD 83)
 FJ1091
 FJ1091|---------------------------------------------------------------------|
 FJ1091| PID    Reference Object                     Distance      Geod. Az  |
 FJ1091|                                                           dddmmss.s |
 FJ1091| CL5701 WANDELL AZ MK                                      0881527.6 |
 FJ1091| CL5702 WANDELL RM 1                         17.920 METERS 09149     |
 FJ1091| CL5705 WANDELL RM 4                         17.921 METERS 09150     |
 FJ1091| FJ1090 CRESCENT CHANNEL 5 TV MAST          APPROX. 9.3 KM 3495748.7 |
 FJ1091| CL5703 WANDELL RM 2                         18.448 METERS 35806     |
 FJ1091| CL5704 WANDELL RM 3                         18.463 METERS 35816     |
 FJ1091|---------------------------------------------------------------------|
 FJ1091
 FJ1091                          SUPERSEDED SURVEY CONTROL
 FJ1091
 FJ1091  NAD 83(1986)-  35 53 54.34512(N)    097 40 38.64220(W) AD(       ) 3
 FJ1091  NAD 27      -  35 53 54.18990(N)    097 40 37.47002(W) AD(       ) 3
 FJ1091
 FJ1091.Superseded values are not recommended for survey control.
 FJ1091
 FJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1091.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1091
 FJ1091_MARKER: DS = TRIANGULATION STATION DISK
 FJ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1091_STAMPING: WANDELL 1954
 FJ1091_MARK LOGO: CGS
 FJ1091_PROJECTION: FLUSH
 FJ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1091+STABILITY: SURFACE MOTION
 FJ1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1091+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2021
 FJ1091
 FJ1091  HISTORY     - Date     Condition        Report By
 FJ1091  HISTORY     - 1954     MONUMENTED       CGS
 FJ1091  HISTORY     - 1967     GOOD             PHILCM
 FJ1091  HISTORY     - 1968     GOOD             CGS
 FJ1091  HISTORY     - 20211220 GOOD             PROFLN
 FJ1091
 FJ1091                          STATION DESCRIPTION
 FJ1091
 FJ1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1091'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF AN EAST-WEST
 FJ1091'SECTION LINE ROAD, 3-3/4 MILES SOUTH AND 4-1/2 MILES WEST
 FJ1091'OF CRESCENT, ABOUT 0.1 MILE WEST OF THE KINGFISHER-LOGAN
 FJ1091'COUNTY LINE.  IN THE NE 1/4 OF SECTION 1, T16N, R5W.
 FJ1091'
 FJ1091'TO REACH FROM STATE HIGHWAY 33 AND 74 (WEST JUNCTION) SOUTH
 FJ1091'OF CRESCENT, GO NORTH ON HIGHWAY 74 FOR 1.15 MILES TO THE
 FJ1091'NORTH END OF A BRIDGE OVER THE CIMARRON RIVER, CONTINUE
 FJ1091'NORTH FOR 0.85 MILE TO A CROSSROAD, TURN LEFT (WEST) FOR
 FJ1091'4.45 MILES TO AN ANGLEING CROSSROAD, CONTINUE WEST FOR
 FJ1091'0.1 MILE TO TOP OF GRADE AND STATION ON LEFT.
 FJ1091'
 FJ1091'THE STATION MARK IS 22 FEET SOUTH OF THE CENTER LINE OF A
 FJ1091'SECTION LINE ROAD, 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 FJ1091'FENCE, AND 4 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS
 FJ1091'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 FJ1091'STAMPED WANDELL 1954.
 FJ1091'
 FJ1091'REFERENCE MARK NO. 1 EAST OF THE STATION, IS 22 FEET SOUTH
 FJ1091'OF THE CENTER OF A SECTION LINE ROAD, AND 1 FOOT NORTH OF
 FJ1091'A DIVIDING FENCE LINE AND THE SOUTH RIGHT-OF-WAY FENCE LINE.
 FJ1091'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED WANDELL
 FJ1091'NO 1 1954.
 FJ1091'
 FJ1091'REFERENCE MARK NO. 2 NORTH OF THE STATION, IS 38 FEET NORTH
 FJ1091'OF THE CENTER OF A SECTION LINE ROAD, AND 1 FOOT NORTH OF
 FJ1091'THE NORTH RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 4 INCHES
 FJ1091'AND IS STAMPED WANDELL NO 2 1954.
 FJ1091'
 FJ1091'THE AZIMUTH MARK APPROXIMATELY 0.35 MILE EAST OF STATION,
 FJ1091'IS 100 FEET WEST OF A SMALL SANDY RISE, 29 FEET NORTH OF THE
 FJ1091'CENTER OF A SECTION LINE ROAD, 2 FEET WEST OF A WITNESS
 FJ1091'POST, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 FJ1091'THE MARK PROJECTS 4 INCHES AND IS STAMPED WANDELL 1954.
 FJ1091
 FJ1091                          STATION RECOVERY (1967)
 FJ1091
 FJ1091'RECOVERY NOTE BY PHILLIPS CHEMICAL COMPANY 1967
 FJ1091'RECOVERED BY PHILLIPS PETRO.
 FJ1091'
 FJ1091'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 FJ1091
 FJ1091                          STATION RECOVERY (1968)
 FJ1091
 FJ1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ1091'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 FJ1091'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 FJ1091'NO. 2 WERE RECOVERED BUT WERE FOUND TILTED.
 FJ1091'
 FJ1091'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 FJ1091'
 FJ1091'FOLLOWING IS A NEW DESCRIPTION.
 FJ1091'
 FJ1091'TO REACH THE STATION FROM THE POST OFFICE IN CRESCENT, GO
 FJ1091'SOUTH ON STATE HIGHWAY 74 FOR 3.75 MILES TO A CROSSROAD.
 FJ1091'TURN RIGHT AND GO WEST ON A SURFACED ROAD AND SAND ROAD FOR
 FJ1091'4.15 MILES TO THE WEST SLOPE OF A SAND CUT AND THE AZIMUTH
 FJ1091'MARK ON THE RIGHT.  CONTINUE WEST ON THE SAND ROAD FOR 0.3 MILE
 FJ1091'TO AN ANGLEING CROSSROAD.  CONTINUE WEST ON THE SAND ROAD FOR
 FJ1091'0.15 MILE TO TOP OF HILL AND THE STATION ON THE LEFT.
 FJ1091'
 FJ1091'STATION MARK, A STANDARD DISK STAMPED WANDELL 1954, IS SET
 FJ1091'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES BELOW
 FJ1091'BLOWING SAND.  IT IS 29 FEET SOUTH OF THE CENTER OF THE SAND
 FJ1091'ROAD, 4 FEET NORTHWEST OF A WOODEN WITNESS POST, AND 3 FEET
 FJ1091'NORTH OF A FENCE AND A METAL WITNESS POST.  THE UNDERGROUND
 FJ1091'MARK WAS NOT INSPECTED.
 FJ1091'
 FJ1091'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WANDELL 1955
 FJ1091'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ1091'IS 10 INCHES BELOW BLOWING SAND.  IT IS 31 FEET NORTH OF THE
 FJ1091'CENTER OF THE SAND ROAD AND 1 FOOT SOUTH OF A FENCE.
 FJ1091'
 FJ1091'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WANDELL 1955
 FJ1091'NO. 4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ1091'IS 4 INCHES BELOW BLOWING SAND.  IT IS 32 FEET SOUTH OF THE
 FJ1091'CENTER OF THE SAND ROAD AND 1 FOOT NORTH OF A FENCE.
 FJ1091'
 FJ1091'AZIMUTH MARK, A STANDARD DISK STAMPED WANDELL 1954, IS SET
 FJ1091'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FJ1091'IT IS 32 FEET NORTH OF THE CENTER OF THE SAND ROAD, 1 FOOT
 FJ1091'SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 FJ1091'
 FJ1091'NOTE- THE SAND DRIFTS BAD AT THE STATION SITE.
 FJ1091'
 FJ1091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 FJ1091'MILES WEST OF CRESCENT.
 FJ1091
 FJ1091                          STATION RECOVERY (2021)
 FJ1091
 FJ1091'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2021 (JLT)
 FJ1091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0921 ***********************************************************************
 FJ0921  DESIGNATION -  WANETTE
 FJ0921  PID         -  FJ0921
 FJ0921  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0921  COUNTRY     -  US
 FJ0921  USGS QUAD   -  TRIBBEY (2018)
 FJ0921
 FJ0921                         *CURRENT SURVEY CONTROL
 FJ0921  ______________________________________________________________________
 FJ0921* NAD 83(1993) POSITION- 35 00 00.86187(N) 097 00 34.04790(W)   ADJUSTED
 FJ0921* NAVD 88 ORTHO HEIGHT -   311.79  (+/-2cm)     1022.9   (feet) VERTCON3
 FJ0921  ______________________________________________________________________
 FJ0921  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 FJ0921  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 FJ0921  HORZ ORDER      -  THIRD
 FJ0921  VERT ORDER      -  THIRD ? (See Below)
 FJ0921
 FJ0921.The horizontal coordinates were established by classical geodetic methods
 FJ0921.and adjusted by the National Geodetic Survey in November 1994.
 FJ0921
 FJ0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0921
 FJ0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0921.GEOID18 height accuracy estimate available here.
 FJ0921
 FJ0921.The vertical order pertains to the NGVD 29 superseded value.
 FJ0921
 FJ0921.Click photographs - Photos may exist for this station.
 FJ0921
 FJ0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0921
 FJ0921. The following values were computed from the NAD 83(1993) position.
 FJ0921
 FJ0921;                    North         East     Units Scale Factor Converg.
 FJ0921;SPC OK S     -   185,345.417   690,419.659   MT  0.99996223   +0 33 44.1
 FJ0921;SPC OK S     -   608,087.42  2,265,151.83   sFT  0.99996223   +0 33 44.1
 FJ0921;UTM  14      - 3,874,879.941   681,652.348   MT  1.00000669   +1 08 31.4
 FJ0921
 FJ0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0921!SPC OK S     -   0.99995519  x   0.99996223  =   0.99991742
 FJ0921!UTM  14      -   0.99995519  x   1.00000669  =   0.99996188
 FJ0921
 FJ0921:                Primary Azimuth Mark                     Grid Az
 FJ0921:SPC OK S     -  WANETTE AZ MK                            087 24 10.7
 FJ0921:UTM  14      -  WANETTE AZ MK                            086 49 23.4
 FJ0921
 FJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8165274879(NAD 83)
 FJ0921
 FJ0921|---------------------------------------------------------------------|
 FJ0921| PID    Reference Object                     Distance      Geod. Az  |
 FJ0921|                                                           dddmmss.s |
 FJ0921| CL5707 WANETTE RM 1                         10.988 METERS 06249     |
 FJ0921| CL5706 WANETTE AZ MK                                      0875754.8 |
 FJ0921| EL0834 ASHER MUNICIPAL TANK                APPROX. 8.0 KM 0982522.4 |
 FJ0921| CL5708 WANETTE RM 2                          9.653 METERS 30109     |
 FJ0921|---------------------------------------------------------------------|
 FJ0921
 FJ0921                          SUPERSEDED SURVEY CONTROL
 FJ0921
 FJ0921  NAD 83(1986)-  35 00 00.86652(N)    097 00 34.03354(W) AD(       ) 3
 FJ0921  NAD 27      -  35 00 00.58583(N)    097 00 32.94622(W) AD(       ) 3
 FJ0921  NGVD 29             311.70   (m)         1022.6    (f) LEVELING    3  
 FJ0921
 FJ0921.Superseded values are not recommended for survey control.
 FJ0921
 FJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0921.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0921
 FJ0921_MARKER: DS = TRIANGULATION STATION DISK
 FJ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0921_STAMPING: WANETTE 1957
 FJ0921_MARK LOGO: CGS
 FJ0921_PROJECTION: RECESSED 23 CENTIMETERS
 FJ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0921+STABILITY: SURFACE MOTION
 FJ0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0921+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 FJ0921
 FJ0921  HISTORY     - Date     Condition        Report By
 FJ0921  HISTORY     - 1957     MONUMENTED       CGS
 FJ0921  HISTORY     - 20111115 GOOD             INDIV
 FJ0921
 FJ0921                          STATION DESCRIPTION
 FJ0921
 FJ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0921'THE STATION IS 5 MILES WEST OF ASHER AND 2-1/2 MILES
 FJ0921'NORTH-NORTHEAST OF WANETTE, ON STATE OWNED LAND, NEAR THE CENTER
 FJ0921'OF THE NORTH EDGE OF SECTION 17, T 6 N, R 3 E.  IT IS IN THE
 FJ0921'NORTH EDGE OF PASTURE LAND AND THERE IS A TWO STORY FARM HOME
 FJ0921'ACROSS THE ROAD, NORTH-NORTHWEST OF THE STATION.
 FJ0921'
 FJ0921'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 FJ0921'AND 102 (1-1/2 MILES NORTH OF WANETTE), GO EAST ON HIGHWAY
 FJ0921'39 FOR 1.85 MILES TO A CROSSROADS, TURN LEFT AND GO NORTH ON
 FJ0921'GRAVEL ROAD FOR 1 MILE TO A CROSSROADS, TURN LEFT AND GO WEST
 FJ0921'FOR 250 FEET TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 FJ0921'ON GRAVEL ROAD FOR 0.35 MILE TO TOP OF HILL AND THE STATION
 FJ0921'ON THE LEFT.
 FJ0921'
 FJ0921'THE STATION MARKS ARE STANDARD DISKS, STAMPED WANETTE 1957.
 FJ0921'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 FJ0921'POST 9 INCHES BELOW THE GROUND SURFACE.  IT IS 43 FEET
 FJ0921'SOUTH-SOUTHEAST OF THE INTERSECTION OF A FARM ROAD (CENTER) AND
 FJ0921'THE GRAVEL ROAD, 40 FEET SOUTH OF THE CENTER OF THE
 FJ0921'GRAVEL ROAD, 29 FEET EAST OF THE ALIGNMENT OF THE EAST WALL
 FJ0921'OF THE FARM HOME AND 16 FEET SOUTH-SOUTHEAST OF A POWERLINE
 FJ0921'POLE AND A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 4
 FJ0921'FEET NORTH OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 FJ0921'IRREGULAR MASS OF CONCRETE 30 INCHE BELOW THE GROUND SURFACE.
 FJ0921'
 FJ0921'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WANETTE NO 1 1957,
 FJ0921'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 3
 FJ0921'INCHES.  IT IS 62 FEET EAST OF THE ALIGNMENT OF THE EAST WALL
 FJ0921'OF THE FARM HOME, 34 FEET EAST OF THE POWERLINE POLE AND 23
 FJ0921'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 FJ0921'
 FJ0921'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WANETTE NO 2 1957,
 FJ0921'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 2
 FJ0921'INCHES.  IT IS 25 FEET WEST OF THE POWERLINE POLE, 23 FEET
 FJ0921'SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 3 FEET EAST OF THE
 FJ0921'ALIGNMENT OF THE EAST WALL OF THE FARM HOME.
 FJ0921'
 FJ0921'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WANETTE 1957,
 FJ0921'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ0921'5 INCHES.  IT IS 130 FEET WEST OF THE ALIGNMENT OF THE WEST
 FJ0921'WALL OF A FARM HOME SOUTHEAST OF THE MARK, 25 FEET NORTH OF THE
 FJ0921'CENTER OF THE GRAVEL ROAD, 7 FEET NORTHEAST OF A TELEPHONE POLE
 FJ0921'AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET
 FJ0921'1 FOOT EAST OF THE MARK.
 FJ0921
 FJ0921                          STATION RECOVERY (2011)
 FJ0921
 FJ0921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 FJ0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0836 ***********************************************************************
 EL0836  DESIGNATION -  WANETTE WATER TANK
 EL0836  PID         -  EL0836
 EL0836  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0836  COUNTRY     -  US
 EL0836  USGS QUAD   -  WANETTE (2018)
 EL0836
 EL0836                         *CURRENT SURVEY CONTROL
 EL0836  ______________________________________________________________________
 EL0836* NAD 83(1993) POSITION- 34 57 43.91716(N) 097 01 40.82385(W)   ADJUSTED
 EL0836  ______________________________________________________________________
 EL0836  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 EL0836  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 EL0836  HORZ ORDER      -  THIRD
 EL0836
 EL0836.The horizontal coordinates were established by classical geodetic methods
 EL0836.and adjusted by the National Geodetic Survey in November 1994.
 EL0836
 EL0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0836.GEOID18 height accuracy estimate available here.
 EL0836
 EL0836.Click photographs - Photos may exist for this station.
 EL0836
 EL0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0836
 EL0836. The following values were computed from the NAD 83(1993) position.
 EL0836
 EL0836;                    North         East     Units Scale Factor Converg.
 EL0836;SPC OK S     -   181,109.134   688,767.150   MT  0.99995764   +0 33 06.2
 EL0836;SPC OK S     -   594,188.88  2,259,730.22   sFT  0.99995764   +0 33 06.2
 EL0836;UTM  14      - 3,870,626.985   680,042.678   MT  0.99999952   +1 07 49.2
 EL0836
 EL0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD8004270626(NAD 83)
 EL0836
 EL0836                          SUPERSEDED SURVEY CONTROL
 EL0836
 EL0836  NAD 83(1986)-  34 57 43.92237(N)    097 01 40.81023(W) AD(       ) 3
 EL0836  NAD 27      -  34 57 43.65400(N)    097 01 39.72400(W) AD(       ) 3
 EL0836  USSD        -  34 57 43.54600(N)    097 01 40.08100(W) AD(       ) 3
 EL0836
 EL0836.Superseded values are not recommended for survey control.
 EL0836
 EL0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0836.See file dsdata.pdf to determine how the superseded data were derived.
 EL0836
 EL0836_MARKER: 51 = TANK
 EL0836
 EL0836  HISTORY     - Date     Condition        Report By
 EL0836  HISTORY     - 1920     FIRST OBSERVED   CGS
 EL0836
 EL0836                          STATION DESCRIPTION
 EL0836
 EL0836'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0761 ***********************************************************************
 EL0761  DESIGNATION -  WAPANUCKA MUNICIPAL STANDPIPE
 EL0761  PID         -  EL0761
 EL0761  STATE/COUNTY-  OK/JOHNSTON
 EL0761  COUNTRY     -  US
 EL0761  USGS QUAD   -  WAPANUCKA SOUTH (2018)
 EL0761
 EL0761                         *CURRENT SURVEY CONTROL
 EL0761  ______________________________________________________________________
 EL0761* NAD 83(1993) POSITION- 34 22 09.15386(N) 096 25 50.45034(W)   ADJUSTED
 EL0761  ______________________________________________________________________
 EL0761  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 EL0761  LAPLACE CORR    -         -7.24  (seconds)                    DEFLEC18
 EL0761  HORZ ORDER      -  THIRD
 EL0761
 EL0761.The horizontal coordinates were established by classical geodetic methods
 EL0761.and adjusted by the National Geodetic Survey in November 1994.
 EL0761
 EL0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0761.GEOID18 height accuracy estimate available here.
 EL0761
 EL0761.Click photographs - Photos may exist for this station.
 EL0761
 EL0761.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0761
 EL0761. The following values were computed from the NAD 83(1993) position.
 EL0761
 EL0761;                    North         East     Units Scale Factor Converg.
 EL0761;SPC OK S     -   116,024.611   744,336.918   MT  0.99994294   +0 53 26.8
 EL0761;SPC OK S     -   380,657.41  2,442,045.37   sFT  0.99994294   +0 53 26.8
 EL0761;UTM  14      - 3,806,086.179   736,268.553   MT  1.00028814   +1 27 04.0
 EL0761
 EL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD3626806086(NAD 83)
 EL0761
 EL0761                          SUPERSEDED SURVEY CONTROL
 EL0761
 EL0761  NAD 83(1986)-  34 22 09.15886(N)    096 25 50.44156(W) AD(       ) 3
 EL0761  NAD 27      -  34 22 08.81900(N)    096 25 49.44500(W) AD(       ) 3
 EL0761
 EL0761.Superseded values are not recommended for survey control.
 EL0761
 EL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0761.See file dsdata.pdf to determine how the superseded data were derived.
 EL0761
 EL0761_MARKER: 52 = STANDPIPE TANK
 EL0761
 EL0761  HISTORY     - Date     Condition        Report By
 EL0761  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0761
 EL0761                          STATION DESCRIPTION
 EL0761
 EL0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0761'THE STATION IS LOCATED AT THE VILLAGE OF WAPANUCKA.
 EL0761'
 EL0761'THE STANDPIPE IS A LARGE STEEL STANDPIPE ABOUT 20 FEET IN
 EL0761'DIAMETER AND 60 FEET HIGH.  THE CENTER OF THE STANDPIPE
 EL0761'WAS INTERSECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1093 ***********************************************************************
 FJ1093  DESIGNATION -  WARR ACRES PUTNAM SCHOOL STACK
 FJ1093  PID         -  FJ1093
 FJ1093  STATE/COUNTY-  OK/OKLAHOMA
 FJ1093  COUNTRY     -  US
 FJ1093  USGS QUAD   -  BRITTON (2018)
 FJ1093
 FJ1093                         *CURRENT SURVEY CONTROL
 FJ1093  ______________________________________________________________________
 FJ1093* NAD 83(1993) POSITION- 35 30 43.66189(N) 097 36 55.20911(W)   ADJUSTED
 FJ1093  ______________________________________________________________________
 FJ1093  GEOID HEIGHT    -        -26.990 (meters)                     GEOID18
 FJ1093  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 FJ1093  HORZ ORDER      -  THIRD
 FJ1093
 FJ1093.The horizontal coordinates were established by classical geodetic methods
 FJ1093.and adjusted by the National Geodetic Survey in November 1994.
 FJ1093
 FJ1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1093.GEOID18 height accuracy estimate available here.
 FJ1093
 FJ1093.Click photographs - Photos may exist for this station.
 FJ1093
 FJ1093.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1093
 FJ1093. The following values were computed from the NAD 83(1993) position.
 FJ1093
 FJ1093;                    North         East     Units Scale Factor Converg.
 FJ1093;SPC OK N     -    56,891.557   634,895.366   MT  1.00001035   +0 13 37.2
 FJ1093;SPC OK N     -   186,651.72  2,082,985.88   sFT  1.00001035   +0 13 37.2
 FJ1093;UTM  14      - 3,930,719.989   625,564.613   MT  0.99979429   +0 48 15.9
 FJ1093
 FJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2556430719(NAD 83)
 FJ1093
 FJ1093                          SUPERSEDED SURVEY CONTROL
 FJ1093
 FJ1093  NAD 83(1986)-  35 30 43.66984(N)    097 36 55.18791(W) AD(       ) 3
 FJ1093  NAD 27      -  35 30 43.46255(N)    097 36 54.03862(W) AD(       ) 3
 FJ1093
 FJ1093.Superseded values are not recommended for survey control.
 FJ1093
 FJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1093.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1093
 FJ1093_MARKER: 63 = STACK
 FJ1093
 FJ1093  HISTORY     - Date     Condition        Report By
 FJ1093  HISTORY     - 1955     FIRST OBSERVED   CGS
 FJ1093  HISTORY     - 1957     GOOD             CGS
 FJ1093  HISTORY     - 1986     GOOD             USPSQD
 FJ1093
 FJ1093                          STATION DESCRIPTION
 FJ1093
 FJ1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1093'THE STATION IS THE TOP OF THE BRICK CHIMNEY FOR THE CENTRAL
 FJ1093'HEATING PLANT OF THE PUTNAM CITY SCHOOL, LOCATED BETWEEN
 FJ1093'40TH STREET AND U.S. HIGHWAY 66, IN WARR ACRES.
 FJ1093
 FJ1093                          STATION RECOVERY (1957)
 FJ1093
 FJ1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 FJ1093'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FJ1093
 FJ1093                          STATION RECOVERY (1986)
 FJ1093
 FJ1093'RECOVERY NOTE BY US POWER SQUADRON 1986 (HR)
 FJ1093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0866 ***********************************************************************
 EM0866  DESIGNATION -  WARREN
 EM0866  PID         -  EM0866
 EM0866  STATE/COUNTY-  OK/JACKSON
 EM0866  COUNTRY     -  US
 EM0866  USGS QUAD   -  WARREN (2018)
 EM0866
 EM0866                         *CURRENT SURVEY CONTROL
 EM0866  ______________________________________________________________________
 EM0866* NAD 83(1993) POSITION- 34 46 48.50335(N) 099 13 48.25085(W)   ADJUSTED
 EM0866* NAVD 88 ORTHO HEIGHT -   501.34  (+/-2cm)     1644.8   (feet) VERTCON3
 EM0866  ______________________________________________________________________
 EM0866  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 EM0866  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC18
 EM0866  HORZ ORDER      -  THIRD
 EM0866  VERT ORDER      -  THIRD ? (See Below)
 EM0866
 EM0866.The horizontal coordinates were established by classical geodetic methods
 EM0866.and adjusted by the National Geodetic Survey in November 1994.
 EM0866
 EM0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0866
 EM0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0866.GEOID18 height accuracy estimate available here.
 EM0866
 EM0866.The vertical order pertains to the NGVD 29 superseded value.
 EM0866
 EM0866.Click photographs - Photos may exist for this station.
 EM0866
 EM0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0866
 EM0866. The following values were computed from the NAD 83(1993) position.
 EM0866
 EM0866;                    North         East     Units Scale Factor Converg.
 EM0866;SPC OK S     -   161,171.401   487,419.007   MT  0.99994177   -0 41 53.5
 EM0866;SPC OK S     -   528,776.50  1,599,140.53   sFT  0.99994177   -0 41 53.5
 EM0866;UTM  14      - 3,848,685.957   478,949.741   MT  0.99960546   -0 07 52.5
 EM0866
 EM0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0866!SPC OK S     -   0.99992540  x   0.99994177  =   0.99986718
 EM0866!UTM  14      -   0.99992540  x   0.99960546  =   0.99953089
 EM0866
 EM0866:                Primary Azimuth Mark                     Grid Az
 EM0866:SPC OK S     -  HEADRICK                                 148 21 53.1
 EM0866:UTM  14      -  HEADRICK                                 147 47 52.1
 EM0866
 EM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7894948685(NAD 83)
 EM0866
 EM0866|---------------------------------------------------------------------|
 EM0866| PID    Reference Object                     Distance      Geod. Az  |
 EM0866|                                                           dddmmss.s |
 EM0866| CX8943 WARREN AZ MK                                       0332826.0 |
 EM0866| EM0876 HEADRICK                            APPROX.13.0 KM 1473959.6 |
 EM0866| CX8945 WARREN RM 2                           9.776 METERS 18223     |
 EM0866| EM0880 ALTUS AFB WATER TANK                APPROX.14.5 KM 1993443.4 |
 EM0866| EM0892 ALTUS ARMY AIRFIELD TOWER           APPROX.14.5 KM 1994037.3 |
 EM0866| EM0896 ALTUS MUNICIPAL TANK                APPROX.18.9 KM 2112915.5 |
 EM0866| EM0885 ALTUS TRADERS COMPRESS CO TANK      APPROX.19.8 KM 2114612.2 |
 EM0866| EM0888 ALTUS COMPRESS CO WATER TANK        APPROX.19.7 KM 2133000.8 |
 EM0866| CX8944 WARREN RM 1                           5.912 METERS 35457     |
 EM0866|---------------------------------------------------------------------|
 EM0866
 EM0866                          SUPERSEDED SURVEY CONTROL
 EM0866
 EM0866  NAD 83(1986)-  34 46 48.51236(N)    099 13 48.24465(W) AD(       ) 3
 EM0866  NAD 27      -  34 46 48.26300(N)    099 13 46.95200(W) AD(       ) 3
 EM0866  NGVD 29             501.17   (m)         1644.3    (f) LEVELING    3  
 EM0866
 EM0866.Superseded values are not recommended for survey control.
 EM0866
 EM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0866.See file dsdata.pdf to determine how the superseded data were derived.
 EM0866
 EM0866_MARKER: DS = TRIANGULATION STATION DISK
 EM0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0866_STAMPING: WARREN 1948
 EM0866_MARK LOGO: CGS
 EM0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0866+STABILITY: SURFACE MOTION
 EM0866
 EM0866  HISTORY     - Date     Condition        Report By
 EM0866  HISTORY     - 1948     MONUMENTED       CGS
 EM0866  HISTORY     - 1957     SEE DESCRIPTION  CGS
 EM0866  HISTORY     - 1962     GOOD             USGS
 EM0866  HISTORY     - 1963     GOOD             CGS
 EM0866
 EM0866                          STATION DESCRIPTION
 EM0866
 EM0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0866'THE STATION IS LOCATED ABOUT 6 MILES EAST OF BLAIR AND 1 MILE
 EM0866'WEST OF WARREN ON THE HIGHEST POINT OF A SAND KNOLL ABOUT
 EM0866'125 FEET WEST OF A NORTH-SOUTH SECTION LINE ROAD.  IT IS
 EM0866'STAMPED WARREN 1948 AND PROJECTS 2 INCHES.
 EM0866'
 EM0866'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 125 FEET
 EM0866'WEST OF A NORTH-SOUTH SECTION LINE ROAD.  IT IS STAMPED WARREN
 EM0866'NO 1 1948 AND PROJECTS 2 INCHES.
 EM0866'
 EM0866'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND 125 FEET
 EM0866'WEST OF A NORTH-SOUTH SECTION LINE ROAD.  IT IS STAMPED WARREN
 EM0866'NO 2 1948 AND PROJECTS 2 INCHES.
 EM0866'
 EM0866'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STAION,
 EM0866'27 FEET NORTH OF THE CENTER OF THE ROAD, 6 FEET EAST OF A
 EM0866'TELEPHONE POLE, AND 2 FEET EAST OF A WITNESS POST.  IT IS
 EM0866'STAMPED WARREN 1948 AND PROJECTS 4 INCHES.
 EM0866'
 EM0866'TO REACH THE STATION FROM THE POST OFFICE IN BLAIR, GO NORTH
 EM0866'ON U.S. HIGHWAY 283 FOR 0.2 MILE TO A CROSSROADS AT A MOBILE
 EM0866'GAS STATION ON THE RIGHT, TURN RIGHT AND FOLLOW A DIRT ROAD
 EM0866'EAST 6.0 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH 0.25
 EM0866'MILE TO A POWER LINE POLE ON THE RIGHT AND STATION AS DESCRIBED.
 EM0866'
 EM0866'TO REACH THE AZIMUTH FROM THE STATION GO NORTH FOR 0.25
 EM0866'MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.15 MILE
 EM0866'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EM0866'
 EM0866'A 4 FOOT SIGNAL AT STATION HEADRICK 1935 1948 FROM 4 FEET.
 EM0866'
 EM0866'A 74 FOOT SIGNAL AT STATION ALTUS IS VISIBLE FROM 4 FEET.
 EM0866'
 EM0866'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EM0866
 EM0866                          STATION RECOVERY (1957)
 EM0866
 EM0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0866'THE SURFACE MONUMENT AT THIS STATION WAS FOUND IN A DAMAGED
 EM0866'CONDITION.  THE SUB-SURFACE MARK WAS RECOVERED IN GOOD CONDITION.
 EM0866'THE REFERENCE MARKS WERE RECOVERED AND MAY HAVE BEEN DISTURBED
 EM0866'IN THE LOOSE SAND IN WHICH THEY ARE LOCATED.  THE AZIMUTH
 EM0866'MARK HAS BEEN LOST.
 EM0866'
 EM0866'A NEW SURFACE MONUMENT WAS SET.  IT IS A STANDARD DISK STAMPED
 EM0866'WARREN 1948-1957 SET IN THE TOP OF A CONCRETE FILLED 8 IN TILE,
 EM0866'BELL END DOWN AND PROJECTING ABOUT 1 FOOT.  REVISED DISTANCE
 EM0866'AND DIRECTIONS FROM THE STATION TO THE REFERENCE MARKS ARE
 EM0866'AS FOLLOWS--
 EM0866'
 EM0866'THE ROUTE TO THE STATION IN THE ORIGINAL DESCRIPTION IS ADEQUATE.
 EM0866'THE REFERENCE MARKS ARE AS DESCRIBED BY R.L.E., 1948.
 EM0866
 EM0866                          STATION RECOVERY (1962)
 EM0866
 EM0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EM0866'STATION IS LOCATED IN T 4 N, R 19 W, NEAR N 1/16 CORNER BETWEEN
 EM0866'SECS. 31 AND 32, 180 FEET N, 93 FEET W AND 28 FEET ABOVE
 EM0866'HIGHWAY FROM A POINT IN LINE WITH FENCE EAST, SET IN CONCRETE
 EM0866'POST PROJECTING 2.0 FEET, A STANDARD DISK STAMPED WARREN
 EM0866'1948-1957.
 EM0866'
 EM0866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 EM0866'W AND 0.23 MILE S OF WARREN
 EM0866
 EM0866                          STATION RECOVERY (1963)
 EM0866
 EM0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0866'STATION WAS NOT OCCUPIED.
 EM0866'
 EM0866'STATION RECOVERED AND THE STATION AND REFERENCE MARKS WERE
 EM0866'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 EM0866'LOCATED.
 EM0866'
 EM0866'THE STATION WAS REACHED AS FOLLOWS.  FROM THE SOUTHEAST CORNER
 EM0866'OF SQUARE IN ALTUS, GO EAST ON U.S. HIGHWAY 62 FOR 6.0 MILES
 EM0866'TO A SURFACED CROSS ROAD, TURN LEFT AND GO NORTH ON SURFACED
 EM0866'ROAD FOR 9.8 MILES TO THE STATION ON THE LEFT, WEST SIDE OF
 EM0866'THE ROAD.  ABOUT 0.25 MILE SOUTH OF A CROSS ROAD AND STATE
 EM0866'HIGHWAY 19.
 EM0866'
 EM0866'THE STATION IS ON THE HIGHEST POINT OF A BRUSH COVERED SANDY
 EM0866'KNOLL.  IN THE EAST CENTER OF THE NORTHEAST 1/4 OF SEC. 31,
 EM0866'T 4 N, R 19 W.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0755 ***********************************************************************
 GH0755  DESIGNATION -  WARREN
 GH0755  PID         -  GH0755
 GH0755  STATE/COUNTY-  OK/NOBLE
 GH0755  COUNTRY     -  US
 GH0755  USGS QUAD   -  LUCIEN (2018)
 GH0755
 GH0755                         *CURRENT SURVEY CONTROL
 GH0755  ______________________________________________________________________
 GH0755* NAD 83(1993) POSITION- 36 19 32.14735(N) 097 25 32.72572(W)   ADJUSTED
 GH0755* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 GH0755  ______________________________________________________________________
 GH0755  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GH0755  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 GH0755  HORZ ORDER      -  SECOND
 GH0755
 GH0755.The horizontal coordinates were established by classical geodetic methods
 GH0755.and adjusted by the National Geodetic Survey in November 1994.
 GH0755
 GH0755.The orthometric height was scaled from a topographic map.
 GH0755
 GH0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0755.GEOID18 height accuracy estimate available here.
 GH0755
 GH0755.Click photographs - Photos may exist for this station.
 GH0755
 GH0755.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0755
 GH0755. The following values were computed from the NAD 83(1993) position.
 GH0755
 GH0755;                    North         East     Units Scale Factor Converg.
 GH0755;SPC OK N     -   147,231.976   651,559.266   MT  0.99994920   +0 20 20.0
 GH0755;SPC OK N     -   483,043.57  2,137,657.36   sFT  0.99994920   +0 20 20.0
 GH0755;UTM  14      - 4,021,212.926   641,302.597   MT  0.99984601   +0 55 57.7
 GH0755
 GH0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0755!SPC OK N     -   0.99995184  x   0.99994920  =   0.99990104
 GH0755!UTM  14      -   0.99995184  x   0.99984601  =   0.99979786
 GH0755
 GH0755:                Primary Azimuth Mark                     Grid Az
 GH0755:SPC OK N     -  WARREN AZ MK                             180 53 36.5
 GH0755:UTM  14      -  WARREN AZ MK                             180 17 58.8
 GH0755
 GH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4130221212(NAD 83)
 GH0755
 GH0755|---------------------------------------------------------------------|
 GH0755| PID    Reference Object                     Distance      Geod. Az  |
 GH0755|                                                           dddmmss.s |
 GH0755| CL5710 WARREN RM 1                          13.360 METERS 17820     |
 GH0755| CL5709 WARREN AZ MK                                       1811356.5 |
 GH0755| CL5711 WARREN RM 2                         166.605 METERS 26454     |
 GH0755|---------------------------------------------------------------------|
 GH0755
 GH0755                          SUPERSEDED SURVEY CONTROL
 GH0755
 GH0755  NAD 83(1986)-  36 19 32.15634(N)    097 25 32.71303(W) AD(       ) 2
 GH0755  NAD 27      -  36 19 32.02464(N)    097 25 31.55363(W) AD(       ) 2
 GH0755
 GH0755.Superseded values are not recommended for survey control.
 GH0755
 GH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0755.See file dsdata.pdf to determine how the superseded data were derived.
 GH0755
 GH0755_MARKER: DS = TRIANGULATION STATION DISK
 GH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0755_STAMPING: WARREN 1963
 GH0755_MARK LOGO: CGS
 GH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0755+STABILITY: SURFACE MOTION
 GH0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0755+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2013
 GH0755
 GH0755  HISTORY     - Date     Condition        Report By
 GH0755  HISTORY     - 1963     MONUMENTED       CGS
 GH0755  HISTORY     - 20130812 GOOD             INDIV
 GH0755
 GH0755                          STATION DESCRIPTION
 GH0755
 GH0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0755'THE STATION IS ABOUT 12 MILES SOUTHEAST OF GARBER, 7-3/4
 GH0755'MILES WEST AND 2-3/4 MILES NORTH OF PERRY AND ON THE EAST SIDE OF
 GH0755'A GRADED ROAD ON ROAD RIGHT-OF-WAY PROPERTY.
 GH0755'
 GH0755'TO REACH THE STATION FROM THE POST OFFICE IN PERRY, GO
 GH0755'SOUTHWEST AND WEST ON U.S. HIGHWAYS 64 AND 77 FOR 5.25 MILES TO
 GH0755'A JUNCTION.  CONTINUE STRAIGHT AHEAD, WEST, ON U.S. HIGHWAY
 GH0755'64 FOR 2.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 GH0755'GRADED ROAD FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 GH0755'WEST ON GRADED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 GH0755'AND GO NORTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GH0755'CONTINUE AHEAD ON GRADED ROAD FOR 0.35 MILE TO THE STATION
 GH0755'ON THE RIGHT.
 GH0755'
 GH0755'STATION MARK IS A STANDARD DISK, STAMPED WARREN 1963, SET IN
 GH0755'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 GH0755'IT IS 24 FEET EAST OF THE CENTERLINE OF A GRADED ROAD, 20.6 FEET
 GH0755'SOUTH OF A T-FENCE CORNER POST, 3.0 FEET WEST OF A FENCE
 GH0755'AND 5.2 FEET NORTHWEST OF A WITNESS POST.
 GH0755'
 GH0755'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WARREN NO 1 1963,
 GH0755'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 GH0755'INCH.  IT IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.0
 GH0755'FOOT WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 GH0755'STATION.
 GH0755'
 GH0755'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WARREN NO 2 1963,
 GH0755'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0755'1 INCH.  IT IS 57.6 FEET SOUTH OF A POWERLINE POLE, 30.0 FEET
 GH0755'WEST OF THE CENTERLINE OF THE ROAD, 1.3 FEET EAST OF THE
 GH0755'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0755'
 GH0755'AZIMUTH MARK IS A STANDARD DISK, STAMPED WARREN 1963, SET
 GH0755'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 GH0755'INCHES.  IT IS 31.0 FEET WEST OF THE CENTERLINE OF A GRADED
 GH0755'ROAD, 1.6 FEET EAST OF A FENCE AND 2.0 FEET NORTH OF A WITNESS
 GH0755'POST.
 GH0755
 GH0755                          STATION RECOVERY (2013)
 GH0755
 GH0755'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JF)
 GH0755'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0703 ***********************************************************************
 GG0703  DESIGNATION -  WARREN
 GG0703  PID         -  GG0703
 GG0703  STATE/COUNTY-  OK/OTTAWA
 GG0703  COUNTRY     -  US
 GG0703  USGS QUAD   -  PEORIA (2018)
 GG0703
 GG0703                         *CURRENT SURVEY CONTROL
 GG0703  ______________________________________________________________________
 GG0703* NAD 83(1997) POSITION- 36 55 32.08491(N) 094 41 53.32370(W)   ADJUSTED
 GG0703* NAVD 88 ORTHO HEIGHT -   285.8   (meters)      938.    (feet) VERTCON3
 GG0703  ______________________________________________________________________
 GG0703  GEOID HEIGHT    -        -29.384 (meters)                     GEOID18
 GG0703  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 GG0703  HORZ ORDER      -  FIRST
 GG0703
 GG0703.The horizontal coordinates were established by classical geodetic methods
 GG0703.and adjusted by the National Geodetic Survey in October 1998.
 GG0703
 GG0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0703
 GG0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0703.GEOID18 height accuracy estimate available here.
 GG0703
 GG0703.Click photographs - Photos may exist for this station.
 GG0703
 GG0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0703
 GG0703. The following values were computed from the NAD 83(1997) position.
 GG0703
 GG0703;                    North         East     Units Scale Factor Converg.
 GG0703;SPC OK N     -   218,661.002   894,142.736   MT  1.00003286   +1 56 54.9
 GG0703;SPC OK N     -   717,390.30  2,933,533.29   sFT  1.00003286   +1 56 54.9
 GG0703;SPC OK N     -   717,390.30  2,933,533.29   sFT  1.00003286   +1 56 54.9
 GG0703;SPC MO W     -    84,229.266   832,346.595   MT  0.99994501   -0 07 08.5
 GG0703;SPC OK N     -   218,661.002   894,142.736   MT  1.00003286   +1 56 54.9
 GG0703;UTM  15      - 4,087,963.457   348,752.349   MT  0.99988182   -1 01 13.4
 GG0703
 GG0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0703!SPC OK N     -   0.99995976  x   1.00003286  =   0.99999262
 GG0703!SPC MO W     -   0.99995976  x   0.99994501  =   0.99990477
 GG0703!SPC OK N     -   0.99995976  x   1.00003286  =   0.99999262
 GG0703!UTM  15      -   0.99995976  x   0.99988182  =   0.99984159
 GG0703
 GG0703:                Primary Azimuth Mark                     Grid Az
 GG0703:SPC OK N     -  WARREN AZ MK                             060 09 20.4
 GG0703:SPC MO W     -  WARREN AZ MK                             062 13 23.8
 GG0703:SPC OK N     -  WARREN AZ MK                             060 09 20.4
 GG0703:UTM  15      -  WARREN AZ MK                             063 07 28.7
 GG0703
 GG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4875287963(NAD 83)
 GG0703
 GG0703|---------------------------------------------------------------------|
 GG0703| PID    Reference Object                     Distance      Geod. Az  |
 GG0703|                                                           dddmmss.s |
 GG0703| GG0690 OKLAHOMA TURNPIKE RADIO MAST        APPROX.10.2 KM 0413158.3 |
 GG0703| CI3568 WARREN AZ MK                                       0620615.3 |
 GG0703| GG0685 SPRING CITY KAN CITY S RR MAST      APPROX.14.4 KM 0871501.1 |
 GG0703| GG0686 SENECA SW BELL TEL CO MAST          APPROX.10.5 KM 1203428.8 |
 GG0703| CI3569 WARREN RM 1                          41.855 METERS 19548     |
 GG0703| GG0721 QUAPAW MUNICIPAL TANK               APPROX. 8.4 KM 2893405.4 |
 GG0703| CI3570 WARREN RM 2                          53.401 METERS 34821     |
 GG0703|---------------------------------------------------------------------|
 GG0703
 GG0703                          SUPERSEDED SURVEY CONTROL
 GG0703
 GG0703  NAD 83(1993)-  36 55 32.09053(N)    094 41 53.32461(W) AD(       ) 1
 GG0703  NAD 83(1986)-  36 55 32.10137(N)    094 41 53.31989(W) AD(       ) 1
 GG0703  NAD 27      -  36 55 31.86591(N)    094 41 52.51281(W) AD(       ) 1
 GG0703  NGVD 29 (07/19/86)  285.7    (m)          937.     (f) VERT ANG       
 GG0703
 GG0703.Superseded values are not recommended for survey control.
 GG0703
 GG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0703.See file dsdata.pdf to determine how the superseded data were derived.
 GG0703
 GG0703_MARKER: DS = TRIANGULATION STATION DISK
 GG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0703_STAMPING: WARREN 1960
 GG0703_MARK LOGO: CGS
 GG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0703+STABILITY: SURFACE MOTION
 GG0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0703+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 GG0703
 GG0703  HISTORY     - Date     Condition        Report By
 GG0703  HISTORY     - 1960     MONUMENTED       CGS
 GG0703  HISTORY     - 1966     GOOD             CGS
 GG0703  HISTORY     - 20090316 GOOD             GEOCAC
 GG0703
 GG0703                          STATION DESCRIPTION
 GG0703
 GG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0703'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF QUAPAW, ABOUT
 GG0703'2 MILES NORTHWEST OF PEORIA, IN THE NW 1/4 OF SEC. 13, T-28-N,
 GG0703'R-24-E, AND ON ROAD RIGHT-OF-WAY.  IT IS 18 FEET EAST OF
 GG0703'THE CENTERLINE OF A GRADED ROAD, 2 FEET NORTH OF A WITNESS
 GG0703'POST AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS
 GG0703'5 INCHES AND THE DISK IS STAMPED WARREN 1960.
 GG0703'
 GG0703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 GG0703'AND STATE HIGHWAY 137 AT THE SOUTH EDGE OF QUAPAW, GO SOUTH
 GG0703'ON HIGHWAY 137 FOR .35 MILE TO A CROSSROAD.  TURN LEFT AND
 GG0703'GO EAST ON THE GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD
 GG0703'RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE GRAVELED
 GG0703'ROAD FOR 0.9 MILE TO A BRIDGE.  CONTINUE SOUTHEASTERLY ON
 GG0703'THE MAIN ROAD FOR 1.2 MILE TO A CONCRETE BRIDGE OVER THE
 GG0703'OKLAHOMA TURNPIKE.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 GG0703'1.6 MILES TO A NARROW SIDE ROAD RIGHT.* TURN RIGHT AND GO
 GG0703'SOUTH ON THE GRADED ROAD FOR 0.25 MILE TO THE STATION ON
 GG0703'THE LEFT AS DESCRIBED.
 GG0703'
 GG0703'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST
 GG0703'ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 GG0703'THE LEFT AS DESCRIBED.
 GG0703'
 GG0703'REFERENCE MARK 1 IS 26 FEET NORTH OF A POWER POLE, 16 FEET
 GG0703'WEST OF THE CENTERLINE OF THE ROAD AND 5 FEET WEST OF A
 GG0703'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 GG0703'WARREN NO 1 1960.
 GG0703'
 GG0703'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTERLINE OF THE
 GG0703'ROAD AND 1 FOOT WEST OF THE FENCE.  THE MONUMENT IS FLUSH
 GG0703'AND THE DISK IS STAMPED WARREN NO 2 1960.
 GG0703'
 GG0703'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE
 GG0703'GRAVELED ROAD, 5 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET
 GG0703'WEST OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 GG0703'AND THE DISK IS STAMPED WARREN 1960.
 GG0703'
 GG0703'NOTE- THIS STATION WAS BUILT IN 1960 BUT WAS NOT OCCUPIED
 GG0703'UNTIL 1961.
 GG0703'
 GG0703'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0703
 GG0703                          STATION RECOVERY (1966)
 GG0703
 GG0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 GG0703'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 GG0703'MARK WERE RECOVERED AS DESCRIBED BY GLEN W. MOORE IN 1961.
 GG0703
 GG0703                          STATION RECOVERY (2009)
 GG0703
 GG0703'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0703'RECOVERED STATION AND REFERENCE MARK 1.
 GG0703'REFERENCE MARK 2 AND AZIMUTH NOT FOUND THIS DATE.
 GG0703'LOCATED ON A PRIVATE DRIVE NOW I WAS TOLD BY THE LAND OWNER.
 GG0703'BUT IT IS STILL MARKED AS A COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1030 ***********************************************************************
 GH1030  DESIGNATION -  WARREN
 GH1030  PID         -  GH1030
 GH1030  STATE/COUNTY-  OK/KAY
 GH1030  COUNTRY     -  US
 GH1030  USGS QUAD   -  KAW CITY NW (2018)
 GH1030
 GH1030                         *CURRENT SURVEY CONTROL
 GH1030  ______________________________________________________________________
 GH1030* NAD 83(1997) POSITION- 36 56 11.15430(N) 096 53 37.78716(W)   ADJUSTED
 GH1030* NAVD 88 ORTHO HEIGHT -   398.    (meters)     1306.    (feet) SCALED
 GH1030  ______________________________________________________________________
 GH1030  GEOID HEIGHT    -        -29.082 (meters)                     GEOID18
 GH1030  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 GH1030  HORZ ORDER      -  FIRST
 GH1030
 GH1030.The horizontal coordinates were established by classical geodetic methods
 GH1030.and adjusted by the National Geodetic Survey in October 1998.
 GH1030
 GH1030.The orthometric height was scaled from a topographic map.
 GH1030
 GH1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1030.GEOID18 height accuracy estimate available here.
 GH1030
 GH1030.Click photographs - Photos may exist for this station.
 GH1030
 GH1030.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1030
 GH1030. The following values were computed from the NAD 83(1997) position.
 GH1030
 GH1030;                    North         East     Units Scale Factor Converg.
 GH1030;SPC OK N     -   215,424.571   698,545.322   MT  1.00003538   +0 39 10.1
 GH1030;SPC OK N     -   706,772.11  2,291,810.78   sFT  1.00003538   +0 39 10.1
 GH1030;UTM  14      - 4,089,892.774   687,566.476   MT  1.00003342   +1 15 57.7
 GH1030
 GH1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1030!SPC OK N     -   0.99994209  x   1.00003538  =   0.99997747
 GH1030!UTM  14      -   0.99994209  x   1.00003342  =   0.99997551
 GH1030
 GH1030:                Primary Azimuth Mark                     Grid Az
 GH1030:SPC OK N     -  WARREN AZ MK                             136 30 21.4
 GH1030:UTM  14      -  WARREN AZ MK                             135 53 33.8
 GH1030
 GH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8756689892(NAD 83)
 GH1030
 GH1030|---------------------------------------------------------------------|
 GH1030| PID    Reference Object                     Distance      Geod. Az  |
 GH1030|                                                           dddmmss.s |
 GH1030| GH1022 BEAVER TWP ATT MICROWAVE TOWER      APPROX. 4.8 KM 0295539.6 |
 GH1030| CI3566 WARREN RM 1                          20.340 METERS 04207     |
 GH1030| GH1001 FORAKER MUNICIPAL TANK              APPROX.29.9 KM 1034907.5 |
 GH1030| GH1002 SHIDLER MUNICIPAL TANK              APPROX.26.9 KM 1295522.7 |
 GH1030| CI3565 WARREN AZ MK                                       1370931.5 |
 GH1030| CI3567 WARREN RM 2                          24.114 METERS 15118     |
 GH1030| GH0649 KILDARE FARMERS COOP ELEVATOR       APPROX.19.5 KM 2240403.5 |
 GH1030| GH0644 NEWKIRK MUNICIPAL TANK              APPROX.15.4 KM 2453744.9 |
 GH1030| GH0645 NEWKIRK FARMERS COOP ELEVATOR       APPROX.15.3 KM 2475035.6 |
 GH1030| GH0646 CHILOCCO INDIAN AGR SCHOOL TK       APPROX.16.8 KM 2894004.6 |
 GH1030|---------------------------------------------------------------------|
 GH1030
 GH1030                          SUPERSEDED SURVEY CONTROL
 GH1030
 GH1030  NAD 83(1993)-  36 56 11.15401(N)    096 53 37.78517(W) AD(       ) 1
 GH1030  NAD 83(1986)-  36 56 11.16705(N)    096 53 37.77681(W) AD(       ) 1
 GH1030  NAD 27      -  36 56 11.05202(N)    096 53 36.65431(W) AD(       ) 1
 GH1030
 GH1030.Superseded values are not recommended for survey control.
 GH1030
 GH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1030.See file dsdata.pdf to determine how the superseded data were derived.
 GH1030
 GH1030_MARKER: DS = TRIANGULATION STATION DISK
 GH1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1030_STAMPING: WARREN 1935
 GH1030_MARK LOGO: CGS
 GH1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1030+STABILITY: SURFACE MOTION
 GH1030
 GH1030  HISTORY     - Date     Condition        Report By
 GH1030  HISTORY     - 1935     MONUMENTED       CGS
 GH1030  HISTORY     - 1958     GOOD             CGS
 GH1030  HISTORY     - 1960     GOOD             CGS
 GH1030
 GH1030                          STATION DESCRIPTION
 GH1030
 GH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1030'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 5,
 GH1030'T. 28 N., R. 4 E., ABOUT 5-1/4 MILES WEST AND 2-1/2 MILES
 GH1030'SOUTH OF HARDY, AND ABOUT 8-1/2 MILES EAST AND 3-1/2 MILES
 GH1030'NORTH OF NEWKIRK, ON THE HIGHEST POINT OF A PROMINENT MESA,
 GH1030'IN PASTURE LAND OWNED BY THE WARREN ESTATE, WHOSE RANCH
 GH1030'HOUSE IS ABOUT 3-1/2 MILES NORTH OF STATION.
 GH1030'
 GH1030'REACHED FROM THE NORTHEAST CORNER OF COURTHOUSE SQUARE IN
 GH1030'NEWKIRK BY GOING EAST 6.0 MILES TO BRIDGE OVER ARKANSAS
 GH1030'RIVER, CONTINUE EAST ON GRAVELED ROAD 3.5 MILES TO CROSSROADS,
 GH1030'THEN LEAVE GRAVELED ROAD, TURN LEFT AND GO NORTH ON GRADED
 GH1030'DIRT ROAD 2.0 MILES TO CROSSROADS, THEN CONTINUE NORTH ON
 GH1030'AN UNIMPROVED SECTION-LINE ROAD FOR 1.1 MILES TO A GATE,
 GH1030'THEN GO THROUGH GATE AND CONTINUE NORTH 0.4 MILE TO ANOTHER
 GH1030'GATE ENTERING PASTURE, GO THROUGH GATE, THEN LEAVE ROAD, TURN
 GH1030'LEFT AND GO WEST ACROSS PASTURE FOR 0.4 MILE TO TOP OF HILL
 GH1030'AND STATION.  STATION IS ON THE HIGHEST POINT OF THIS RIDGE
 GH1030'WHICH RUNS NORTH AND SOUTH.
 GH1030'
 GH1030'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING RIDGE
 GH1030'SOUTHEAST FROM STATION 0.3 MILE TO END OF RIDGE AND OUTCROPPING
 GH1030'BEDROCK.  DISK IS SET IN DRILL HOLE IN BEDROCK.
 GH1030'
 GH1030'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 GH1030'AS DESCRIBED.
 GH1030'
 GH1030'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 GH1030
 GH1030                          STATION RECOVERY (1958)
 GH1030
 GH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH1030'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GH1030'A DIFFERENCE OF 0.011 METERS OR 0.03 FEET WAS NOTED IN THE
 GH1030'DISTANCE TO REFERENCE MARK 2.  ALL OTHER DISTANCES AND DIRECTIONS
 GH1030'CHECKED THOSE OF 1935.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 GH1030'
 GH1030'STATION IS ABOUT 9 MILES EAST AND 3-1/2 MILES NORTH OF NEWKIRK,
 GH1030'7-1/2 MILES SOUTH AND 1/2 MILE EAST OF SILVERDALE, KANSAS, NEAR
 GH1030'THE CENTER OF SECTION 5, T 28 N, R 4 E, ON THE HIGHEST POINT
 GH1030'OF A PROMINENT MESA AND ON LAND OWNED BY MR. W.B. WARREN,
 GH1030'WHO LIVES ABOUT 4-1/4 MILES NORTH AND 1-1/2 MILES WEST OF THE
 GH1030'STATION.
 GH1030'
 GH1030'TO REACH FROM THE RAILROAD STATION AT SILVERDALE, KANSAS,
 GH1030'GO SOUTHERLY ON SURFACED ROAD FOR 1.8 MILES TO BRIDGE OVER
 GH1030'THE ARKANSAS RIVER.  CONTINUE SOUTH FOR 1.25 MILES TO
 GH1030'T-INTERSECTION AT KANSAS-OKLAHOMA STATE LINE.  (MR. WARREN
 GH1030'LIVES ABOUT 1 MILE WEST OF THIS POINT).  TURN LEFT AND GO
 GH1030'EAST FOR 0.1 MILE TO GATE ON EITHER SIDE OF THE ROAD.  TURN
 GH1030'RIGHT THROUGH IRON GATE, KEEP IMMEDIATE RIGHT FORK AND FOLLOW
 GH1030'RANCH ROAD SOUTHERLY FOR 1.05 MILES TO FORK JUST AFTER
 GH1030'CROSSING A WASH.  TAKE LEFT FORK AND CONTINUE SOUTHERLY FOR
 GH1030'1.55 MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 GH1030'FOR 0.45 MILE TO FORK.  TAKE LEFT FORK AND CONTINUE
 GH1030'SOUTHERLY FOR 0.7 MILE TO FORK AT FENCE CORNER A SHORT
 GH1030'DISTANCE TO LEFT.  TAKE LEFT FORK AND CONTINUE FOR 1.1
 GH1030'MILES TO FORK.  TAKE LEFT FORK AND CONTINUE FOR 0.4
 GH1030'MILE TO TWO LONE COTTONWOOD TREES ON RIGHT.  TURN RIGHT
 GH1030'AND GO WESTERLY ACROSS PRAIRIE FOR ABOUT 0.25 MILE TO TOP
 GH1030'AND SOUTHEAST END OF MESA AND AZIMUTH MARK.  TURN RIGHT AND
 GH1030'GO NORTHWEST TO HIGHEST POINT AND NORTHWEST END OF MESA
 GH1030'AND STATION.
 GH1030'
 GH1030'STATION MARKS ARE STANDARD DISKS, STAMPED WARREN 1935.  SURFACE
 GH1030'MARK IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST
 GH1030'WHICH PROJECTS 6 INCHES.  IT IS NEAR THE NORTHWEST END OF
 GH1030'THE MESA.
 GH1030'
 GH1030'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WARREN NO 1 1935.
 GH1030'IT IS SET IN TOP OF A 10 INCH SQUARE, CONCRETE POST WHICH
 GH1030'PROJECTS 6 INCHES.
 GH1030'
 GH1030'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WARREN NO 2 1935.
 GH1030'IT IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST
 GH1030'WHICH PROJECTS 8 INCHES.
 GH1030'
 GH1030'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED WARREN
 GH1030'AZI 1935.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GH1030'BEDROCK WHICH IS FLUSH WITH GROUND SURFACE.
 GH1030
 GH1030                          STATION RECOVERY (1960)
 GH1030
 GH1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JAW)
 GH1030'STATION RECOVERED AS DESCRIBED BY C.I.A. IN 1935 AND ALL
 GH1030'MARKS FOUND TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0847 ***********************************************************************
 FJ0847  DESIGNATION -  WARWICK
 FJ0847  PID         -  FJ0847
 FJ0847  STATE/COUNTY-  OK/LINCOLN
 FJ0847  COUNTRY     -  US
 FJ0847  USGS QUAD   -  WELLSTON (2018)
 FJ0847
 FJ0847                         *CURRENT SURVEY CONTROL
 FJ0847  ______________________________________________________________________
 FJ0847* NAD 83(1993) POSITION- 35 38 38.97609(N) 097 00 56.64847(W)   ADJUSTED
 FJ0847* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 FJ0847  ______________________________________________________________________
 FJ0847  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FJ0847  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 FJ0847  HORZ ORDER      -  SECOND
 FJ0847
 FJ0847.The horizontal coordinates were established by classical geodetic methods
 FJ0847.and adjusted by the National Geodetic Survey in November 1994.
 FJ0847
 FJ0847.The orthometric height was scaled from a topographic map.
 FJ0847
 FJ0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0847.GEOID18 height accuracy estimate available here.
 FJ0847
 FJ0847.Click photographs - Photos may exist for this station.
 FJ0847
 FJ0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0847
 FJ0847. The following values were computed from the NAD 83(1993) position.
 FJ0847
 FJ0847;                    North         East     Units Scale Factor Converg.
 FJ0847;SPC OK N     -    71,923.326   689,139.162   MT  0.99998684   +0 34 51.1
 FJ0847;SPC OK N     -   235,968.45  2,260,950.73   sFT  0.99998684   +0 34 51.1
 FJ0847;UTM  14      - 3,946,295.006   679,648.597   MT  0.99999771   +1 09 23.9
 FJ0847
 FJ0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0847!SPC OK N     -   0.99995521  x   0.99998684  =   0.99994205
 FJ0847!UTM  14      -   0.99995521  x   0.99999771  =   0.99995292
 FJ0847
 FJ0847:                Primary Azimuth Mark                     Grid Az
 FJ0847:SPC OK N     -  WARWICK AZ MK                            346 37 27.7
 FJ0847:UTM  14      -  WARWICK AZ MK                            346 02 54.9
 FJ0847
 FJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7964846295(NAD 83)
 FJ0847
 FJ0847|---------------------------------------------------------------------|
 FJ0847| PID    Reference Object                     Distance      Geod. Az  |
 FJ0847|                                                           dddmmss.s |
 FJ0847| CL5713 WARWICK RM 1                         18.543 METERS 03530     |
 FJ0847| FJ1292 CHANDLER SHERIFFS RAD MAST          APPROX.13.7 KM 0620324.9 |
 FJ0847| FJ1294 CHANDLER COUNTY CTHSE DOME          APPROX.13.8 KM 0620548.9 |
 FJ0847| CL5714 WARWICK RM 2                         22.170 METERS 15309     |
 FJ0847| FJ0845 WELLSTON MUNICIPAL TANK             APPROX. 6.7 KM 3181146.5 |
 FJ0847| CL5712 WARWICK AZ MK                                      3471218.8 |
 FJ0847|---------------------------------------------------------------------|
 FJ0847
 FJ0847                          SUPERSEDED SURVEY CONTROL
 FJ0847
 FJ0847  NAD 83(1986)-  35 38 38.98391(N)    097 00 56.62974(W) AD(       ) 2
 FJ0847  NAD 27      -  35 38 38.75726(N)    097 00 55.52985(W) AD(       ) 2
 FJ0847
 FJ0847.Superseded values are not recommended for survey control.
 FJ0847
 FJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0847.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0847
 FJ0847_MARKER: DS = TRIANGULATION STATION DISK
 FJ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0847_STAMPING: WARWICK 1954
 FJ0847_MARK LOGO: CGS
 FJ0847_PROJECTION: FLUSH
 FJ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0847+STABILITY: SURFACE MOTION
 FJ0847
 FJ0847  HISTORY     - Date     Condition        Report By
 FJ0847  HISTORY     - 1954     MONUMENTED       CGS
 FJ0847
 FJ0847                          STATION DESCRIPTION
 FJ0847
 FJ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0847'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 32, T. 14 N.,
 FJ0847'R. 3 E. ON LAND OWNED AND OCCUPIED BY MRS. RENA DIXON.  IT IS
 FJ0847'3 MILES SOUTH AND 1/2 MILE WEST OF THE TOWN OF WARWICK AND
 FJ0847'NEAR THE SOUTHWEST CORNER OF THE DIXON FARMYARD.
 FJ0847'
 FJ0847'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FJ0847'HIGHWAY 40 WHICH IS ABOUT 3/4 MILE SOUTHWEST OF THE TOWN OF
 FJ0847'WARWICK, GO SOUTH ON THE GRAVEL ROAD FOR 2.1 MILES TO THE
 FJ0847'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD
 FJ0847'FOR 0.45 MILE TO A PRIVATE DRIVEWAY ON THE LEFT, TURN LEFT
 FJ0847'AND FOLLOW THE DRIVEWAY NORTHEASTERLY FOR 0.15 MILE TO THE
 FJ0847'FARMYARD AND STATION.
 FJ0847'
 FJ0847'THE STATION MARK IS 57.5 FEET SOUTH-SOUTHWEST OF A POWER POLE
 FJ0847'WITH TRANSFORMER, 37 FEET WEST OF A FENCE AND LEVEL WITH THE
 FJ0847'SURFACE OF THE GROUND.  THE DISK IS STAMPED WARWICK 1954.
 FJ0847'
 FJ0847'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 11 FEET
 FJ0847'EAST OF THE POWER POLE WITH TRANSFORMER, 1 FOOT WEST OF THE
 FJ0847'FENCE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED WARWICK
 FJ0847'NO. 1 1954.
 FJ0847'
 FJ0847'REFERENCE MARK NO. 2, SOUTHEAST OF THE STATION, IS 1 FOOT
 FJ0847'WEST OF THE FENCE AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 FJ0847'WARWICK NO. 2 1954.
 FJ0847'
 FJ0847'THE AZIMUTH MARK, 0.4 MILE NORTH OF THE STATION, IS 27 FEET
 FJ0847'EAST OF THE CENTER OF THE GRAVEL ROAD, 4 FEET EAST OF A
 FJ0847'BARBED-WIRE FENCE, 4 FEET SOUTH OF A WITNESS POST, 3 FEET
 FJ0847'SOUTH OF A POWER POLE AND PROJECTS 4 INCHES.  THE DISK IS
 FJ0847'STAMPED WARWICK 1954.
 FJ0847'
 FJ0847'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1033 ***********************************************************************
 FJ1033  DESIGNATION -  WASHINGTON
 FJ1033  PID         -  FJ1033
 FJ1033  STATE/COUNTY-  OK/MCCLAIN
 FJ1033  COUNTRY     -  US
 FJ1033  USGS QUAD   -  COLE (2018)
 FJ1033
 FJ1033                         *CURRENT SURVEY CONTROL
 FJ1033  ______________________________________________________________________
 FJ1033* NAD 83(1993) POSITION- 35 00 54.93645(N) 097 30 27.82078(W)   ADJUSTED
 FJ1033* NAVD 88 ORTHO HEIGHT -   383.    (meters)     1257.    (feet) SCALED
 FJ1033  ______________________________________________________________________
 FJ1033  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 FJ1033  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 FJ1033  HORZ ORDER      -  THIRD
 FJ1033
 FJ1033.The horizontal coordinates were established by classical geodetic methods
 FJ1033.and adjusted by the National Geodetic Survey in November 1994.
 FJ1033
 FJ1033.The orthometric height was scaled from a topographic map.
 FJ1033
 FJ1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1033.GEOID18 height accuracy estimate available here.
 FJ1033
 FJ1033.Click photographs - Photos may exist for this station.
 FJ1033
 FJ1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1033
 FJ1033. The following values were computed from the NAD 83(1993) position.
 FJ1033
 FJ1033;                    North         East     Units Scale Factor Converg.
 FJ1033;SPC OK S     -   186,677.668   644,928.478   MT  0.99996416   +0 16 45.9
 FJ1033;SPC OK S     -   612,458.32  2,115,902.85   sFT  0.99996416   +0 16 45.9
 FJ1033;UTM  14      - 3,875,752.857   636,152.306   MT  0.99982847   +0 51 23.0
 FJ1033
 FJ1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1033!SPC OK S     -   0.99994398  x   0.99996416  =   0.99990814
 FJ1033!UTM  14      -   0.99994398  x   0.99982847  =   0.99977245
 FJ1033
 FJ1033:                Primary Azimuth Mark                     Grid Az
 FJ1033:SPC OK S     -  WASHINGTON AZ MK                         266 53 37.9
 FJ1033:UTM  14      -  WASHINGTON AZ MK                         266 19 00.8
 FJ1033
 FJ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3615275752(NAD 83)
 FJ1033
 FJ1033|---------------------------------------------------------------------|
 FJ1033| PID    Reference Object                     Distance      Geod. Az  |
 FJ1033|                                                           dddmmss.s |
 FJ1033| FJ0939 WASHINGTON MUNICIPAL TANK           APPROX. 5.0 KM 0260837.3 |
 FJ1033| CL5716 WASHINGTON RM 1                      23.464 METERS 17301     |
 FJ1033| CL5715 WASHINGTON AZ MK                                   2671023.8 |
 FJ1033| CL5717 WASHINGTON RM 2                       9.830 METERS 27226     |
 FJ1033|---------------------------------------------------------------------|
 FJ1033
 FJ1033                          SUPERSEDED SURVEY CONTROL
 FJ1033
 FJ1033  NAD 83(1986)-  35 00 54.94205(N)    097 30 27.80518(W) AD(       ) 3
 FJ1033  NAD 27      -  35 00 54.68962(N)    097 30 26.68877(W) AD(       ) 3
 FJ1033
 FJ1033.Superseded values are not recommended for survey control.
 FJ1033
 FJ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1033.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1033
 FJ1033_MARKER: DS = TRIANGULATION STATION DISK
 FJ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1033_STAMPING: WASHINGTON 1957
 FJ1033_MARK LOGO: CGS
 FJ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1033+STABILITY: SURFACE MOTION
 FJ1033
 FJ1033  HISTORY     - Date     Condition        Report By
 FJ1033  HISTORY     - 1957     MONUMENTED       CGS
 FJ1033
 FJ1033                          STATION DESCRIPTION
 FJ1033
 FJ1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1033'STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 39,
 FJ1033'ABOUT 3 MILES SOUTHWEST OF WASHINGTON, 7 MILES EAST OF DIBBLE.
 FJ1033'IN SECTION 3, T 6 N., R 3 W.
 FJ1033'
 FJ1033'REACHED FROM THE MAIN INTERSECTION IN WASHINGTON, GO WEST
 FJ1033'AND SOUTH ON STATE HIGHWAY 24 FOR 3.5 MILES TO THE JUNCTION
 FJ1033'OF STATE HIGHWAY 39, TURN RIGHT (WEST) AND GO 0.75 MILE
 FJ1033'TO THE STATION MARK ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY
 FJ1033'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FJ1033'
 FJ1033'STATION MARKS ARE STANDARD DISKS, STAMPED WASHINGTON 1957,
 FJ1033'SURFACE MARK IS SET IN TOP OF A 10 INCH, SQUARE, CONCRETE
 FJ1033'POST WHICH PROJECTS 4 INCHES.  IT IS 39 FEET NORTH OF THE
 FJ1033'CENTER OF STATE HIGHWAY 39, 14 FEET WEST OF A CONCRETE
 FJ1033'RIGHT-OF-WAY POST AND 3 FEET SOUTHWEST OF A T-FENCE CORNER.  A 4
 FJ1033'IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE
 FJ1033'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 FJ1033'OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 FJ1033'
 FJ1033'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WASHINGTON NO
 FJ1033'1 1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1033'WHICH PROJECTS 4 INCHES.  IT IS 89 FEET WEST OF A POWERLINE
 FJ1033'POLE, 36 FEET SOUTH OF THE HIGHWAY CENTER AND 1 FOOT SOUTH
 FJ1033'OF A RIGHT-OF-WAY FENCE.
 FJ1033'
 FJ1033'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WASHINGTON NO
 FJ1033'2 1957, SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST
 FJ1033'WHICH PROJECTS 4 INCHES.  IT IS 40 FEET NORTH OF THE CENTER
 FJ1033'OF THE HIGHWAY, 35 FEET WEST OF A T-FENCE CORNER AND 1 FOOT
 FJ1033'SOUTH OF A RIGHT-OF-WAY FENCE.
 FJ1033'
 FJ1033'AZIMUTH MARK IS A STANDARD DISK, STAMPED WASHINGTON 1957,
 FJ1033'SET IN THE TOP OF A 10 INCH, SQUARE, CONCRETE POST WHICH
 FJ1033'PROJECTS 4 INCHES.  IT IS 116 FEET WEST OF A POWERLINE POLE,
 FJ1033'50 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 26 FEET EAST
 FJ1033'OF A FENCE CORNER, AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 FJ1033'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF
 FJ1033'THE MARK.
 FJ1033'
 FJ1033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0939 ***********************************************************************
 FJ0939  DESIGNATION -  WASHINGTON MUNICIPAL TANK
 FJ0939  PID         -  FJ0939
 FJ0939  STATE/COUNTY-  OK/MCCLAIN
 FJ0939  COUNTRY     -  US
 FJ0939  USGS QUAD   -  WASHINGTON (2018)
 FJ0939
 FJ0939                         *CURRENT SURVEY CONTROL
 FJ0939  ______________________________________________________________________
 FJ0939* NAD 83(1993) POSITION- 35 03 20.70417(N) 097 29 00.80432(W)   ADJUSTED
 FJ0939  ______________________________________________________________________
 FJ0939  GEOID HEIGHT    -        -26.230 (meters)                     GEOID18
 FJ0939  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 FJ0939  HORZ ORDER      -  THIRD
 FJ0939
 FJ0939.The horizontal coordinates were established by classical geodetic methods
 FJ0939.and adjusted by the National Geodetic Survey in November 1994.
 FJ0939
 FJ0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0939.GEOID18 height accuracy estimate available here.
 FJ0939
 FJ0939.Click photographs - Photos may exist for this station.
 FJ0939
 FJ0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0939
 FJ0939. The following values were computed from the NAD 83(1993) position.
 FJ0939
 FJ0939;                    North         East     Units Scale Factor Converg.
 FJ0939;SPC OK S     -   191,180.608   647,111.527   MT  0.99996972   +0 17 35.3
 FJ0939;SPC OK S     -   627,231.71  2,123,065.07   sFT  0.99996972   +0 17 35.3
 FJ0939;UTM  14      - 3,880,276.961   638,289.573   MT  0.99983569   +0 52 16.1
 FJ0939
 FJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD3828980276(NAD 83)
 FJ0939
 FJ0939                          SUPERSEDED SURVEY CONTROL
 FJ0939
 FJ0939  NAD 83(1986)-  35 03 20.70982(N)    097 29 00.78877(W) AD(       ) 3
 FJ0939  NAD 27      -  35 03 20.45900(N)    097 28 59.67428(W) AD(       ) 3
 FJ0939
 FJ0939.Superseded values are not recommended for survey control.
 FJ0939
 FJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0939.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0939
 FJ0939_MARKER: 53 = ELEVATED TANK
 FJ0939
 FJ0939  HISTORY     - Date     Condition        Report By
 FJ0939  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ0939
 FJ0939                          STATION DESCRIPTION
 FJ0939
 FJ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ0939'THE STATION IS LOCATED IN THE SOUTH EDGE OF WASHINGTON.
 FJ0939'
 FJ0939'IT IS AN ELEVATED TANK, SILVER AND BLACK IN COLOR, FOUR-LEGGED,
 FJ0939'AND 85 FEET IN HEIGHT.  THE POINT INTERSECTED WAS THE APEX
 FJ0939'OF THE TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0614 ***********************************************************************
 FK0614  DESIGNATION -  WASHITA
 FK0614  PID         -  FK0614
 FK0614  STATE/COUNTY-  OK/ROGER MILLS
 FK0614  COUNTRY     -  US
 FK0614  USGS QUAD   -  DURHAM (2018)
 FK0614
 FK0614                         *CURRENT SURVEY CONTROL
 FK0614  ______________________________________________________________________
 FK0614* NAD 83(1993) POSITION- 35 49 16.41121(N) 099 59 53.52180(W)   ADJUSTED
 FK0614* NAVD 88 ORTHO HEIGHT -   758.96  (+/-2cm)     2490.0   (feet) VERTCON3
 FK0614  ______________________________________________________________________
 FK0614  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 FK0614  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 FK0614  HORZ ORDER      -  FIRST
 FK0614  VERT ORDER      -  THIRD ? (See Below)
 FK0614
 FK0614.The horizontal coordinates were established by classical geodetic methods
 FK0614.and adjusted by the National Geodetic Survey in November 1994.
 FK0614
 FK0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0614
 FK0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0614.GEOID18 height accuracy estimate available here.
 FK0614
 FK0614.The vertical order pertains to the NGVD 29 superseded value.
 FK0614
 FK0614.Click photographs - Photos may exist for this station.
 FK0614
 FK0614.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0614
 FK0614. The following values were computed from the NAD 83(1993) position.
 FK0614
 FK0614;                    North         East     Units Scale Factor Converg.
 FK0614;SPC OK N     -    92,975.165   419,448.448   MT  0.99996356   -1 10 45.2
 FK0614;SPC OK N     -   305,036.02  1,376,140.45   sFT  0.99996356   -1 10 45.2
 FK0614;SPC TX N     - 1,203,073.820   335,698.775   MT  0.99993558   +0 52 13.2
 FK0614;SPC TX N     - 3,947,084.69  1,101,371.73   sFT  0.99993558   +0 52 13.2
 FK0614;UTM  14      - 3,964,579.751   409,830.499   MT  0.99970019   -0 35 03.3
 FK0614
 FK0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0614!SPC OK N     -   0.99988533  x   0.99996356  =   0.99984889
 FK0614!SPC TX N     -   0.99988533  x   0.99993558  =   0.99982092
 FK0614!UTM  14      -   0.99988533  x   0.99970019  =   0.99958555
 FK0614
 FK0614:                Primary Azimuth Mark                     Grid Az
 FK0614:SPC OK N     -  GEM                                      252 08 28.0
 FK0614:SPC TX N     -  GEM                                      250 05 29.6
 FK0614:UTM  14      -  GEM                                      251 32 46.1
 FK0614
 FK0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0983064579(NAD 83)
 FK0614
 FK0614|---------------------------------------------------------------------|
 FK0614| PID    Reference Object                     Distance      Geod. Az  |
 FK0614|                                                           dddmmss.s |
 FK0614| CL3562 WASHITA RM 1                        123.590 METERS 11934     |
 FK0614| CL3563 WASHITA RM 2                        128.400 METERS 24350     |
 FK0614| FL1880 GEM                                 APPROX. 9.6 KM 2505742.8 |
 FK0614|---------------------------------------------------------------------|
 FK0614
 FK0614                          SUPERSEDED SURVEY CONTROL
 FK0614
 FK0614  NAD 83(1986)-  35 49 16.41719(N)    099 59 53.50998(W) AD(       ) 1
 FK0614  NAD 27      -  35 49 16.25400(N)    099 59 52.08500(W) AD(       ) 1
 FK0614  NGVD 29             758.64   (m)         2489.0    (f) LEVELING    3  
 FK0614
 FK0614.Superseded values are not recommended for survey control.
 FK0614
 FK0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0614.See file dsdata.pdf to determine how the superseded data were derived.
 FK0614
 FK0614_MARKER: DS = TRIANGULATION STATION DISK
 FK0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0614_STAMPING: WASHITA 1927
 FK0614_MARK LOGO: CGS
 FK0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0614+STABILITY: SURFACE MOTION
 FK0614
 FK0614  HISTORY     - Date     Condition        Report By
 FK0614  HISTORY     - 1927     MONUMENTED       CGS
 FK0614  HISTORY     - 1986     GOOD             DMA
 FK0614
 FK0614                          STATION DESCRIPTION
 FK0614
 FK0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FK0614'ABOUT 4 MILES W AND 1-1/2 MILES S OF DURHAM, OKLAHOMA, ABOUT
 FK0614'2,000 FEET E OF OLD STATE LINE, ONE-HALF MILE N OF HIGHWAY
 FK0614'24, ON HIGHEST POINT OF PASTURE LAND, ABOUT 100 METERS (328
 FK0614'FEET) W OF SECTION-LINE ROAD, AND 70 METERS (230 FEET) N
 FK0614'OF FENCE BETWEEN PASTURE AND CULTIVATED FIELD TO S.
 FK0614'
 FK0614'TO REACH FROM DURHAM FOLLOW HIGHWAY 24 W AND S TO FIRST
 FK0614'SECTION-LINE ROAD E OF OLD STATE LINE, FOLLOW THIS ROAD N
 FK0614'ONE-HALF MILE AND STATION WILL BE AT LEFT.
 FK0614'
 FK0614'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FK0614'IN CONCRETE.
 FK0614'
 FK0614'REFERENCE MARK NO. 1 IS 123.59 METERS (405.5 FEET) FROM
 FK0614'STATION, S 60 DEG 26 MIN 01 SEC E.
 FK0614'
 FK0614'REFERENCE MARK NO.2 IS 128.40 METERS (421.3 FEET) FROM STATION,
 FK0614'S 63 DEG 49 MIN 37 SEC W.  ELEVATION OF STATION, 757
 FK0614'METERS (2,484 FEET).
 FK0614
 FK0614                          STATION RECOVERY (1986)
 FK0614
 FK0614'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (RZC)
 FK0614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0999 ***********************************************************************
 GH0999  DESIGNATION -  WATCHORN
 GH0999  PID         -  GH0999
 GH0999  STATE/COUNTY-  OK/PAWNEE
 GH0999  COUNTRY     -  US
 GH0999  USGS QUAD   -  WATCHORN (2018)
 GH0999
 GH0999                         *CURRENT SURVEY CONTROL
 GH0999  ______________________________________________________________________
 GH0999* NAD 83(1993) POSITION- 36 22 44.67162(N) 096 59 47.56337(W)   ADJUSTED
 GH0999* NAVD 88 ORTHO HEIGHT -   321.04  (+/-2cm)     1053.3   (feet) VERTCON3
 GH0999  ______________________________________________________________________
 GH0999  GEOID HEIGHT    -        -28.555 (meters)                     GEOID18
 GH0999  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 GH0999  HORZ ORDER      -  SECOND
 GH0999  VERT ORDER      -  THIRD ? (See Below)
 GH0999
 GH0999.The horizontal coordinates were established by classical geodetic methods
 GH0999.and adjusted by the National Geodetic Survey in November 1994.
 GH0999
 GH0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0999
 GH0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0999.GEOID18 height accuracy estimate available here.
 GH0999
 GH0999.The vertical order pertains to the NGVD 29 superseded value.
 GH0999
 GH0999.Click photographs - Photos may exist for this station.
 GH0999
 GH0999.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0999
 GH0999. The following values were computed from the NAD 83(1993) position.
 GH0999
 GH0999;                    North         East     Units Scale Factor Converg.
 GH0999;SPC OK N     -   153,478.809   690,034.286   MT  0.99995221   +0 35 31.9
 GH0999;SPC OK N     -   503,538.39  2,263,887.49   sFT  0.99995221   +0 35 31.9
 GH0999;UTM  14      - 4,027,858.797   679,709.447   MT  0.99999792   +1 11 19.0
 GH0999
 GH0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0999!SPC OK N     -   0.99995410  x   0.99995221  =   0.99990631
 GH0999!UTM  14      -   0.99995410  x   0.99999792  =   0.99995202
 GH0999
 GH0999:                Primary Azimuth Mark                     Grid Az
 GH0999:SPC OK N     -  WATCHORN AZ MK                           178 13 44.6
 GH0999:UTM  14      -  WATCHORN AZ MK                           177 37 57.5
 GH0999
 GH0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7970927858(NAD 83)
 GH0999
 GH0999|---------------------------------------------------------------------|
 GH0999| PID    Reference Object                     Distance      Geod. Az  |
 GH0999|                                                           dddmmss.s |
 GH0999| CI3578 WATCHORN RM 1                        18.333 METERS 02005     |
 GH0999| CI3579 WATCHORN RM 2                        26.588 METERS 12219     |
 GH0999| CI3577 WATCHORN AZ MK                                     1784916.5 |
 GH0999|---------------------------------------------------------------------|
 GH0999
 GH0999                          SUPERSEDED SURVEY CONTROL
 GH0999
 GH0999  NAD 83(1986)-  36 22 44.68294(N)    096 59 47.54945(W) AD(       ) 2
 GH0999  NAD 27      -  36 22 44.51855(N)    096 59 46.40709(W) AD(       ) 2
 GH0999  NGVD 29             320.92   (m)         1052.9    (f) LEVELING    3  
 GH0999
 GH0999.Superseded values are not recommended for survey control.
 GH0999
 GH0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0999.See file dsdata.pdf to determine how the superseded data were derived.
 GH0999
 GH0999_MARKER: DS = TRIANGULATION STATION DISK
 GH0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0999_STAMPING: WATCHORN 1963
 GH0999_MARK LOGO: CGS
 GH0999_PROJECTION: FLUSH
 GH0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0999+STABILITY: SURFACE MOTION
 GH0999
 GH0999  HISTORY     - Date     Condition        Report By
 GH0999  HISTORY     - 1963     MONUMENTED       CGS
 GH0999
 GH0999                          STATION DESCRIPTION
 GH0999
 GH0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0999'THE STATION IS ABOUT 23 MILES SOUTH AND 4-1/2 MILES EAST
 GH0999'OF PONCA CITY, 6 MILES NORTH AND 4 MILES EAST OF THE JUNCTION
 GH0999'OF U.S. HIGHWAY 64 AND STATE HIGHWAY 40, WHICH IS 12 MILES
 GH0999'NORTH OF STILLWATER AND ON LAND OWNED BY FRANCIS GILBERT
 GH0999'WHO LIVES 1 MILE WEST OF THE STATION.
 GH0999'
 GH0999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GH0999'STATE HIGHWAY 40 (12 MILES NORTH OF STILLWATER) GO NORTH
 GH0999'ON HIGHWAY 40 FOR 8.0 MILES TO STATE HIGHWAY 15.  TURN RIGHT
 GH0999'AND GO EAST ON HIGHWAY 15 (GRAVELED) FOR 4.1 MILES TO A
 GH0999'CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 1.9 MILES TO THE STATION
 GH0999'ON THE RIGHT AT THE TOP OF A GRADE.  CONTINUE SOUTH FOR 0.6 MILE
 GH0999'TO THE AZIMUTH MARK ON THE LEFT.
 GH0999'
 GH0999'THE STATION MARK IS A STANDARD DISK, STAMPED WATCHORN 1963, SET IN
 GH0999'THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH THE GROUND.
 GH0999'IT IS 20.7 FEET WEST OF A NORTH-SOUTH FENCE, 49.8 FEET WEST
 GH0999'OF THE CENTERLINE OF THE GRAVELED ROAD AND 58.1 FEET SOUTHWEST
 GH0999'OF A WITNESS POST.
 GH0999'
 GH0999'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATCHORN NO 1 1963,
 GH0999'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0999'THE GROUND.  IT IS 28.1 FEET WEST OF THE CENTERLINE OF THE
 GH0999'ROAD, 2 FEET NORTH OF A WITNESS POST AND AT ABOUT THE SAME
 GH0999'ELEVATION AS THE STATION.
 GH0999'
 GH0999'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATCHORN NO 2 1963,
 GH0999'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH
 GH0999'THE GROUND.  IT IS 1 FOOT WEST OF A FENCE, 26.1 FEET EAST OF
 GH0999'THE CENTERLINE OF THE ROAD AND AT ABOUT THE SAME ELEVATION
 GH0999'AS THE STATION.
 GH0999'
 GH0999'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WATCHORN 1963.
 GH0999'IT IS 37.0 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 4.2 FEET
 GH0999'NORTH OF A WITNESS POST, 30.2 FEET EAST OF THE CENTERLINE
 GH0999'OF THE ROAD, 1 FOOT WEST OF A FENCE AND 7.1 FEET NORTH OF
 GH0999'A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0751 ***********************************************************************
 GH0751  DESIGNATION -  WATKINS
 GH0751  PID         -  GH0751
 GH0751  STATE/COUNTY-  OK/NOBLE
 GH0751  COUNTRY     -  US
 GH0751  USGS QUAD   -  PERRY (2018)
 GH0751
 GH0751                         *CURRENT SURVEY CONTROL
 GH0751  ______________________________________________________________________
 GH0751* NAD 83(1993) POSITION- 36 18 15.17516(N) 097 19 42.60296(W)   ADJUSTED
 GH0751* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH0751  ______________________________________________________________________
 GH0751  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 GH0751  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 GH0751  HORZ ORDER      -  SECOND
 GH0751
 GH0751.The horizontal coordinates were established by classical geodetic methods
 GH0751.and adjusted by the National Geodetic Survey in November 1994.
 GH0751
 GH0751.The orthometric height was scaled from a topographic map.
 GH0751
 GH0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0751.GEOID18 height accuracy estimate available here.
 GH0751
 GH0751.Click photographs - Photos may exist for this station.
 GH0751
 GH0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0751
 GH0751. The following values were computed from the NAD 83(1993) position.
 GH0751
 GH0751;                    North         East     Units Scale Factor Converg.
 GH0751;SPC OK N     -   144,915.619   660,307.852   MT  0.99994825   +0 23 46.6
 GH0751;SPC OK N     -   475,443.99  2,166,360.01   sFT  0.99994825   +0 23 46.6
 GH0751;UTM  14      - 4,018,987.537   650,073.950   MT  0.99987750   +0 59 23.4
 GH0751
 GH0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0751!SPC OK N     -   0.99994934  x   0.99994825  =   0.99989759
 GH0751!UTM  14      -   0.99994934  x   0.99987750  =   0.99982685
 GH0751
 GH0751:                Primary Azimuth Mark                     Grid Az
 GH0751:SPC OK N     -  WATKINS AZ MK                            359 17 38.0
 GH0751:UTM  14      -  WATKINS AZ MK                            358 42 01.2
 GH0751
 GH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5007318987(NAD 83)
 GH0751
 GH0751|---------------------------------------------------------------------|
 GH0751| PID    Reference Object                     Distance      Geod. Az  |
 GH0751|                                                           dddmmss.s |
 GH0751| GH0744 PERRY HALIBURTON CONSTR RADIO       APPROX. 4.8 KM 0782347.2 |
 GH0751| CL5726 WATKINS RM 1                          7.526 METERS 09006     |
 GH0751| GH0746 PERRY ELLIOT CONSTR RAD MAST        APPROX. 4.3 KM 0984929.7 |
 GH0751| GH0753 PERRY NORTH MUNICIPAL TANK          APPROX. 3.0 KM 1102859.4 |
 GH0751| GH0742 PERRY CATHOLIC CHURCH SPIRE         APPROX. 3.8 KM 1193656.0 |
 GH0751| GH0749 PERRY SOUTH MUNICIPAL TANK          APPROX. 4.5 KM 1213536.7 |
 GH0751| GH0741 PERRY FARMERS COOP ELEVATOR         APPROX. 3.8 KM 1243801.8 |
 GH0751| GH0743 PERRY SMITH TRUCK SERV RAD MST      APPROX. 6.5 KM 1365042.4 |
 GH0751| GH0745 PERRY OKLA HWY DEPT RADIO MAST      APPROX. 6.5 KM 1392339.1 |
 GH0751| GH0754 PERRY MICROWAVE RELAY MAST          APPROX. 6.4 KM 1401727.6 |
 GH0751| CL5727 WATKINS RM 2                         12.807 METERS 14402     |
 GH0751| GH0748 PERRY MONROE CONSTR RAD MAST        APPROX. 3.4 KM 1740955.4 |
 GH0751| CL5725 WATKINS AZ MK                                      3594124.6 |
 GH0751|---------------------------------------------------------------------|
 GH0751
 GH0751                          SUPERSEDED SURVEY CONTROL
 GH0751
 GH0751  NAD 83(1986)-  36 18 15.18459(N)    097 19 42.58968(W) AD(       ) 2
 GH0751  NAD 27      -  36 18 15.04502(N)    097 19 41.43288(W) AD(       ) 2
 GH0751
 GH0751.Superseded values are not recommended for survey control.
 GH0751
 GH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0751.See file dsdata.pdf to determine how the superseded data were derived.
 GH0751
 GH0751_MARKER: DS = TRIANGULATION STATION DISK
 GH0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0751_STAMPING: WATKINS 1963
 GH0751_MARK LOGO: CGS
 GH0751_PROJECTION: FLUSH
 GH0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0751+STABILITY: SURFACE MOTION
 GH0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0751+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2014
 GH0751
 GH0751  HISTORY     - Date     Condition        Report By
 GH0751  HISTORY     - 1963     MONUMENTED       CGS
 GH0751  HISTORY     - 1977     GOOD             OKDH
 GH0751  HISTORY     - 20101208 GOOD             INDIV
 GH0751  HISTORY     - 20140412 GOOD             GEOCAC
 GH0751
 GH0751                          STATION DESCRIPTION
 GH0751
 GH0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0751'STATION IS NEAR THE WEST END OF A BRIDGE OVER INTERSTATE
 GH0751'HIGHWAY 35, ABOUT 2-1/2 MILES NORTHWEST OF PERRY AND 2 MILE
 GH0751'NORTH OF U.S. HIGHWAY 64 AND 77.
 GH0751'
 GH0751'TO REACH FROM THE POST OFFICE IN PERRY, GO NORTH ON U.S. HIGHWAY
 GH0751'64 AND 77 FOR 0.15 MILE TO FIR AVENUE AND THE HIGHWAYS TURN
 GH0751'RIGHT.  TURN LEFT, WEST, ON FIR AVENUE FOR 1.75 MILES TO A
 GH0751'CROSS ROAD.  TURN RIGHT, NORTH, ON GRAVELED ROAD FOR 1.0 MILE TO
 GH0751'A CROSS ROAD.  (TO REACH THE AZIMUTH MARK, CONTINUE AHEAD, NORTH,
 GH0751'ON GRAVELED ROAD FOR 1.0 MILE TO A CROSS ROAD.  TURN LEFT, WEST,
 GH0751'ON GRAVELED ROAD FOR 0.5 MILE TO THE WEST END OF A BRIDGE
 GH0751'OVER INTERSTATE HIGHWAY 35 AND THE AZIMUTH MARK ON THE LEFT).
 GH0751'TURN LEFT, WEST, ON GRAVELED ROAD FOR 0.5 MILE TO THE WEST
 GH0751'END OF A BRIDGE OVER INTERSTATE HIGHWAY 35 AND THE STATION
 GH0751'ON THE RIGHT.
 GH0751'
 GH0751'STATION MARK IS A STANDARD DISK, STAMPED WATKINS 1963, SET IN THE
 GH0751'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GH0751'SURFACE.  IT IS 26 FEET WEST OF THE NORTHWEST END OF THE BRIDGE,
 GH0751'16.5 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 10
 GH0751'FEET WEST OF A WITNESS POST.
 GH0751'
 GH0751'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATKINS NO 1
 GH0751'1963, CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF THE BRIDGE
 GH0751'ABUTMENT.  IT IS 56 FEET WEST OF THE WEST LANE OF INTERSTATE
 GH0751'HIGHWAY 35, 16 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 GH0751'ROAD, 3.5 FEET NORTH OF THE WEST END OF THE NORTH RAIL OF THE
 GH0751'BRIDGE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GH0751'
 GH0751'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATKINS NO 2
 GH0751'1963, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE BRIDGE
 GH0751'ABUTMENT.  IT IS 57 FEET WEST OF THE CENTERLINE OF THE WEST LANE
 GH0751'OF INTERSTATE HIGHWAY 35, 17 FEET SOUTH OF THE CENTERLINE OF
 GH0751'THE GRAVELED ROAD, 2.5 FEET SOUTH OF THE WEST END OF THE SOUTH
 GH0751'RAIL OF THE BRIDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0751'
 GH0751'AZIMUTH MARK IS A STANDARD DISK, STAMPED WATKINS 1963, CEMENTED
 GH0751'IN A DRILL HOLE IN THE SOUTHWEST END OF THE BRIDGE ABUTMENT.
 GH0751'IT IS 55 FEET WEST OF THE CENTERLINE OF THE WEST LANE OF
 GH0751'INTERSTATE HIGHWAY 35, 17 FEET SOUTH OF THE CENTERLINE OF THE
 GH0751'GRAVELED ROAD, 10.2 FEET EAST OF A WITNESS POST AND 2 FEET SOUTH
 GH0751'OF THE WEST END OF THE SOUTH RAIL OF THE BRIDGE.
 GH0751
 GH0751                          STATION RECOVERY (1977)
 GH0751
 GH0751'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1977 (JRP)
 GH0751'WATKINS 1963 RECOVERED IN GOOD CONDITION.
 GH0751'
 GH0751'WATKINS 1963 (AZ.) RECOVERED IN GOOD CONDITION.
 GH0751'
 GH0751'DISTANCE AND DIRECTION FROM THE TOWN--2-1/2 MILES N. W OF PERRY,
 GH0751'OKLAHOMA.
 GH0751
 GH0751                          STATION RECOVERY (2010)
 GH0751
 GH0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0751'RECOVERED AS DESCRIBED
 GH0751
 GH0751                          STATION RECOVERY (2014)
 GH0751
 GH0751'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 GH0751'THE STATION, RM2 AND THE AZIMUTH MARK FOUND AS DESCRIBED. THE DISK FOR
 GH0751'RM2 IS MISSING, BUT THE STEM REMAINS. THE STATION IS 1 FOOT SOUTH OF A
 GH0751'METAL POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0396 ***********************************************************************
 GH0396  DESIGNATION -  WAUKOMIS
 GH0396  PID         -  GH0396
 GH0396  STATE/COUNTY-  OK/GARFIELD
 GH0396  COUNTRY     -  US
 GH0396  USGS QUAD   -  WAUKOMIS (2018)
 GH0396
 GH0396                         *CURRENT SURVEY CONTROL
 GH0396  ______________________________________________________________________
 GH0396* NAD 83(1993) POSITION- 36 17 03.04107(N) 097 54 36.20390(W)   ADJUSTED
 GH0396* NAVD 88 ORTHO HEIGHT -   388.384 (meters)     1274.22  (feet) POSTED
 GH0396  ______________________________________________________________________
 GH0396  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 GH0396  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 GH0396  DYNAMIC HEIGHT  -        388.04  (meters)     1273.1   (feet) COMP
 GH0396  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 GH0396
 GH0396  HORZ ORDER      -  FIRST
 GH0396  VERT ORDER      -  * POSTED, SEE BELOW
 GH0396
 GH0396.The horizontal coordinates were established by classical geodetic methods
 GH0396.and adjusted by the National Geodetic Survey in November 1994.
 GH0396
 GH0396.The orthometric height was determined by differential leveling
 GH0396.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0396
 GH0396.* This is a POSTED BENCH MARK height.
 GH0396
 GH0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0396.GEOID18 height accuracy estimate available here.
 GH0396
 GH0396.Click photographs - Photos may exist for this station.
 GH0396
 GH0396.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0396
 GH0396.The dynamic height is computed by dividing the NAVD 88
 GH0396.geopotential number by the normal gravity value computed on the
 GH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0396.degrees latitude (g = 980.6199 gals.).
 GH0396
 GH0396.The modeled gravity was interpolated from observed gravity values.
 GH0396
 GH0396. The following values were computed from the NAD 83(1993) position.
 GH0396
 GH0396;                    North         East     Units Scale Factor Converg.
 GH0396;SPC OK N     -   142,487.497   608,080.005   MT  0.99994748   +0 03 11.1
 GH0396;SPC OK N     -   467,477.73  1,995,009.15   sFT  0.99994748   +0 03 11.1
 GH0396;UTM  14      - 4,016,019.707   597,882.144   MT  0.99971805   +0 38 42.3
 GH0396
 GH0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0396!SPC OK N     -   0.99994339  x   0.99994748  =   0.99989087
 GH0396!UTM  14      -   0.99994339  x   0.99971805  =   0.99966146
 GH0396
 GH0396:                Primary Azimuth Mark                     Grid Az
 GH0396:SPC OK N     -  A 46                                     065 33 08.1
 GH0396:UTM  14      -  A 46                                     064 57 36.9
 GH0396
 GH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9788216019(NAD 83)
 GH0396
 GH0396|---------------------------------------------------------------------|
 GH0396| PID    Reference Object                     Distance      Geod. Az  |
 GH0396|                                                           dddmmss.s |
 GH0396| GH0809 VANCE AFB WEATHER TOWER             APPROX. 6.3 KM 0025238.9 |
 GH0396| GH0808 VANCE AFB WATER TANK                APPROX. 6.2 KM 0050922.0 |
 GH0396| GH0813 ENID ICE PLANT STACK                APPROX.12.0 KM 0140841.1 |
 GH0396| GH0772 BRECKENRIDGE HIGH ELEV E GABLE      APPROX.23.2 KM 0423343.8 |
 GH0396| GH0773 BRECKENRIDGE ME CHURCH SPIRE        APPROX.23.6 KM 0432603.2 |
 GH0396| GH0400 A 46                                               0653619.2 |
 GH0396| GH0397 WAUKOMIS RM 4                       203.305 METERS 08621     |
 GH0396| CL5737 WAUKOMIS RM                                        10408     |
 GH0396| GH0807 WAUKOMIS MUNICIPAL STANDPIPE        APPROX. 1.3 KM 1312421.2 |
 GH0396| GH0806 T21N R7W SECS 23 24 Q SEC COR       305.050 METERS 13539     |
 GH0396| GH0398 WAUKOMIS RM 5                       250.004 METERS 13542     |
 GH0396| GH0799 BISON LOWER ELEVATOR                APPROX. 9.9 KM 1684026.0 |
 GH0396| GH0789 HENNESSEY SCHOOLHOUSE DOME          APPROX.20.0 KM 1770141.8 |
 GH0396| GH0791 HENNESSEY ELEV CEN SQUARE TOP       APPROX.19.4 KM 1773519.0 |
 GH0396| GH0790 HENNESSEY WIND MILL AT RR           APPROX.19.5 KM 1773652.9 |
 GH0396| GH0792 HENNESSEY ROLLER MILL STACK         APPROX.18.9 KM 1774156.2 |
 GH0396|---------------------------------------------------------------------|
 GH0396
 GH0396                          SUPERSEDED SURVEY CONTROL
 GH0396
 GH0396  NAD 83(1986)-  36 17 03.04672(N)    097 54 36.19186(W) AD(       ) 1
 GH0396  NAD 27      -  36 17 02.92000(N)    097 54 34.98055(W) AD(       ) 1
 GH0396  USSD        -  36 17 02.85100(N)    097 54 35.26600(W) AD(       ) 3
 GH0396  NGVD 29 (??/??/92)  388.241  (m)         1273.75   (f) ADJ UNCH    1 2
 GH0396  NGVD 29             388.24   (m)         1273.8    (f) LEVELING    3  
 GH0396
 GH0396.Superseded values are not recommended for survey control.
 GH0396
 GH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0396.See file dsdata.pdf to determine how the superseded data were derived.
 GH0396
 GH0396_MARKER: DS = TRIANGULATION STATION DISK
 GH0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0396_STAMPING: WAUKOMIS 1902
 GH0396_MARK LOGO: CGS
 GH0396_PROJECTION: RECESSED 46 CENTIMETERS
 GH0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0396+STABILITY: SURFACE MOTION
 GH0396
 GH0396  HISTORY     - Date     Condition        Report By
 GH0396  HISTORY     - 1902     MONUMENTED       CGS
 GH0396  HISTORY     - 1934     MARK NOT FOUND   CGS
 GH0396  HISTORY     - 1935     SEE DESCRIPTION  CGS
 GH0396  HISTORY     - 1937     GOOD             OKDH
 GH0396  HISTORY     - 1947     MARK NOT FOUND   CGS
 GH0396  HISTORY     - 1951     GOOD             CGS
 GH0396  HISTORY     - 1953     GOOD             CGS
 GH0396  HISTORY     - 1953     GOOD             CGS
 GH0396  HISTORY     - 19781207 MARK NOT FOUND   USGS
 GH0396  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0396
 GH0396                          STATION DESCRIPTION
 GH0396
 GH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 GH0396'ABOUT 3/4 MILE NORTHWEST OF TOWN OF WAUKOMIS, IN SEC. 23, T21N,
 GH0396'R7W, ON PROPERTY OWNED IN 1902 BY J. CRICK, ABOUT 100
 GH0396'METERS (328 FEET) NORTHWEST OF HIS DWELLING.  SURFACE AND
 GH0396'UNDERGROUND MARKS ARE IRON NAILS IN THE CENTER OF TERRA-COTTA
 GH0396'PIPES 4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH AND SET
 GH0396'IN CONCRETE.  THE UNDERGROUND MARK IS 2 FEET BELOW SURFACE OF
 GH0396'GROUND.  REFERENCE MARK IS A NAIL IN THE CENTER OF A
 GH0396'TERRA-COTTA PIPE FILLED WITH CONCRETE AND SET IN A BLOCK OF
 GH0396'CONCRETE 1 FOOT IN DIAMETER, IN NORTHWEST CORNER OF MR. CRICKS
 GH0396'GARDEN, ALONGSIDE PUBLIC ROAD, 210.050 METERS (689.14 FEET)
 GH0396'FROM STATION S 75 DEG 52 MIN E.
 GH0396
 GH0396                          STATION RECOVERY (1934)
 GH0396
 GH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0396'PROPERTY OWNED BY H.H. COZART.  ORIGINAL DESCRIPTION GOOD
 GH0396'EXCEPT DISTANCE 328 FEET NW OF DWELLING WHICH SEEMS TO CORRESPOND
 GH0396'TO REFERENCE MARK AND SHOULD BE NE.
 GH0396'
 GH0396'SURFACE STATION MARK DESTROYED, SUBSURFACE MARK GOOD, RECOVERED
 GH0396'ABOUT 30 INCHES BELOW SURFACE, POST SET OVER STATION AS MARKER.
 GH0396'
 GH0396'LOCATED BY RECOVERING 1/4 SECTION CORNER COMMON TO SECTIONS
 GH0396'23 AND 24 WHICH WAS 10 INCHES BELOW SURFACE, CHAINING FROM 1/4
 GH0396'CORNER AND REFERENCE MARK AND PRODDING GROUND WITH ROD.
 GH0396'
 GH0396'REFERENCE MARK RECOVERED IN GOOD CONDITION.
 GH0396
 GH0396                          STATION RECOVERY (1935)
 GH0396
 GH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 GH0396'STATION IS 3/4 MILE NW OF TOWN OF WAUKOMIS IN SEC. 23, T21N,
 GH0396'R7W.  STATION AND REFERENCE MARKS NOS. 2 AND 3, 1935 STAMPED
 GH0396'WITH NAME AND DATE 1902.  REFERENCE MARKS ARE STANDARD DISKS
 GH0396'SET IN CONCRETE.
 GH0396'
 GH0396'STATION SURFACE MARK DESTROYED.  UNDERGROUND MARK RECOVERED
 GH0396'IN GOOD CONDITION, ABOUT 30 INCHES BELOW GROUND SURFACE.
 GH0396'REFERENCE MARK SET IN 1902 WAS RECOVERED IN GOOD CONDITION,
 GH0396'BUT WILL NOT BE PERMANENT, WHEN POWER EQUIPMENT IS USED TO
 GH0396'CULTIVATE FIELD.  THE ORIGINAL DESCRIPTION IS FAULTY IN
 GH0396'DESCRIBING IT AS BEING ABOUT 100 METERS (328 FEET) NW FROM HOME
 GH0396'OF MR. J. CRICK, WHO FORMERLY OWNED THIS PROPERTY.  THE
 GH0396'DISTANCE IS ABOUT CORRECT BUT THE DIRECTION SHOULD BE NE, NOT
 GH0396'NW.  THE STATION IS ABOUT 300 METERS NW OF DWELLING.
 GH0396'THE UNDERGROUND MARK, A NAIL IN CONCRETE FILLED TILE PIPE, WAS
 GH0396'LEFT UNDISTURBED.  A NEW SURFACE MARK WHOSE TOP IS 1.9 FEET
 GH0396'BELOW GROUND SURFACE, WAS SET ABOVE.  THIS IS A STANDARD DISK SET
 GH0396'IN A 14- BY 14- BY 6- INCH CONCRETE PIER ABOVE A 1 INCH
 GH0396'LAYER OF SAND.  THIS STATION IS NOW ON PROPERTY OWNED BY MRS.
 GH0396'NERNA COZART AND IS REACHED BY GOING W FROM TOWN OF WAUKOMIS
 GH0396'(STATE BANK) FOR 0.5 MILE, THEN N 0.3 MILE.  STATION ABOUT
 GH0396'IN MIDDLE OF CULTIVATED FIELD ON W SIDE OF N-AND-S ROAD.  FROM
 GH0396'STATION TO T, 21 N 1/4 SECTION CORNER 23 AND 24 IN MIDDLE OF
 GH0396'ROAD 304.6 METERS (999.0 FEET) S 44 DEG 21 MIN E.
 GH0396'
 GH0396'DISTANCES AND BEARINGS ARE AS FOLLOWS-
 GH0396'
 GH0396'REFERENCE MARK NO. 2, 1935, 72.875 METERS (238.91 FEET) BEARING
 GH0396'S 7 DEG 45 MIN W.
 GH0396'
 GH0396'REFERENCE MARK NO. 3, 1935, 91.02 METERS (298.62 FEET) BEARING
 GH0396'N 86 DEG 15 MIN E.
 GH0396'
 GH0396'N SIDE WAUKOMIS STANDPIPE, BEARING S 48 DEG 42 MIN E.
 GH0396'
 GH0396'REFERENCE MARK NO. 1, 1902, 210.050 METERS (689.14 FEET)
 GH0396'S 75 DEG 52 MIN E.
 GH0396'
 GH0396'REFERENCE MARK NO. 1, 1902, A NAIL IN CONCRETE FILLED TILE
 GH0396'AT GROUND SURFACE, IS 57 FEET N OF E-AND-W FENCE AND 6 FEET
 GH0396'W OF N-AND-S FENCE.
 GH0396'
 GH0396'REFERENCE MARK NO. 2, 1935, IS A STANDARD DISK SET IN CONCRETE,
 GH0396'AT NW CORNER OF ORCHARD, IN FENCE
 GH0396'CORNER, 1.5 FEET S OF N FENCE AND 2.5 FEET E OF W FENCE.
 GH0396'
 GH0396'REFERENCE MARK NO. 3, 1935, IS A STANDARD BRONZE DISK SET IN
 GH0396'CONCRETE, 87 YARDS N OF GATE AT NE
 GH0396'CORNER OF ORCHARD AND BARNYARD AND 1 FOOT W OF N-AND-S FENCE.
 GH0396'
 GH0396'REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 2, 418.1 FEET IN
 GH0396'S 52 DEG 12 MIN W.  REFERENCE MARK NO. 3 TO REFERENCE
 GH0396'MARK NO. 1 S 63 DEG 05 MIN E.
 GH0396
 GH0396                          STATION RECOVERY (1937)
 GH0396
 GH0396'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937 (CHR)
 GH0396'THE STATION IS 0.36 MILE SOUTH AND 390
 GH0396'FEET WEST OF NORTHEAST CORNER OF SECTION 23, T. 21 N., R. 7 W.
 GH0396'NOT TIED TO SECTION LINES.
 GH0396
 GH0396                          STATION RECOVERY (1947)
 GH0396
 GH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 GH0396'STATION WAS NOT RECOVERED.  THE STATION SITE IS ON THE TOP OF A
 GH0396'CULTIVATED HILL ON PROPERTY NOW OWNED BY MR. MC MURRY OF
 GH0396'WAUKOMIS.  IT IS ABOUT 3/4 MILE NW FROM THE CENTER OF WAUKOMIS,
 GH0396'IN SEC. 23, T. 21 N., R. 7 W., AND ABOUT 390 FEET W OF THE N-S
 GH0396'ROAD.  MR. MC MURRY ASSISTED IN THE RECOVERY OF THE PRESENT
 GH0396'KNOWN MARKS BUT COULD GIVE NO INFORMATION AS TO THE PRESENCE
 GH0396'OR CONDITION OF A STATION MARK.  ALL LOCAL FEATURES, FENCES,
 GH0396'AND ROAD LINES, AS GIVEN IN THE ORIGINAL DESCRIPTION HAVE BEEN
 GH0396'CHANGED.  THE ORIGINAL REFERENCE MARK IS BELIEVED TO BE LOST.
 GH0396'
 GH0396'DURING THE SEARCH FOR THE STATION TWO REFERENCE MARKS WERE
 GH0396'RECOVERED FOR WHICH NO DATA NOR DESCRIPTIONS WERE AT HAND.
 GH0396'IT IS BELIEVED THESE MARKS WERE SET BY E.R.M. IN 1937.
 GH0396'
 GH0396'A BRONZE REFERENCE DISK, STAMPED WAUKOMIS 1902 NO 2, SET IN
 GH0396'A CONCRETE BLOCK 14 INCHES SQUARE AND ABOUT 4 INCHES BELOW
 GH0396'THE SURFACE, WAS FOUND ABOUT 75 YARDS S OF THE HIGHEST POINT
 GH0396'OF THE HILL, AND 98 YARDS W OF A LARGE CORNER POST WHICH IS
 GH0396'SURROUNDED WITH ROCKS, PROBABLY THE CORNER OF THE ORIGINAL
 GH0396'FARMYARD.
 GH0396'
 GH0396'A SIMILAR MARK, STAMPED WAUKOMIS 1902 NO 3, WAS FOUND IN THE
 GH0396'FIELD, 78 YARDS N OF THE CORNER POST, AND ABOUT 95 YARDS E
 GH0396'OF THE HIGHEST POINT OF THE HILL.  IT IS FLUSH WITH GROUND.
 GH0396'
 GH0396'A CONSIDERABLE AMOUNT OF DIGGING AND PRODDING WITH A BAR WAS
 GH0396'DONE IN THE GENERAL AREA INDICATED BY THE REFERENCE ARROWS BUT
 GH0396'NO MARK WAS FOUND.
 GH0396'
 GH0396'TO REACH THE STATION SITE FROM THE MAIN CROSSROADS IN WAUKOMIS,
 GH0396'GO W 0.5 MILE, THEN TURN RIGHT AND GO N 0.2 MILE TO A GATE ON
 GH0396'THE LEFT.  GO IN THROUGH THE GATE AND GO NW ABOUT 0.2 MILE TO
 GH0396'THE TOP OF THE HILL AND STATION SITE.
 GH0396
 GH0396                          STATION RECOVERY (1951)
 GH0396
 GH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0396'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 GH0396'REFERENCE MARKS, NUMBER 2 AND 3 WERE FOUND BUT REMOVED BY
 GH0396'REQUEST.  NEW REFERENCE MARKS, NUMBER 4 AND 5 WERE ESTABLISHED
 GH0396'BY THIS PARTY.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 GH0396'
 GH0396'STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST FROM THE CENTER OF
 GH0396'WAUKOMIS AND IS ON LAND OWNED BY MR. A.B. MC MURRAY.  IT IS
 GH0396'SITUATED ON THE HIGHEST POINT OF A CULTIVATED HILL.  IT IS
 GH0396'STAMPED WAUKOMIS 1902 AND IS SET 18 INCHES BELOW THE SURFACE
 GH0396'OF THE GROUND.
 GH0396'
 GH0396'REFERENCE MARK NO. 4 IS LOCATED AT EAST EDGE OF THE FIELD, 6
 GH0396'FEET SOUTH OF A POWER LINE POLE AND 6 FEET WEST OF THE FENCE
 GH0396'LINE.  IT IS STAMPED WAUKOMIS NO 4 1951 AND PROJECTS 3 INCHES
 GH0396'ABOVE THE GROUND.
 GH0396'
 GH0396'REFERENCE MARK NO. 5 IS LOCATED AT EAST EDGE OF THE FIELD,
 GH0396'90 FEET NORTH FROM THE CENTER OF AN OLD DRIVEWAY, 32 FEET WEST
 GH0396'FROM THE CENTER OF THE ROAD AND 2 FEET NORTH OF A POWER LINE
 GH0396'POLE.  IT IS STAMPED WAUKOMIS NO 5 1951 AND PROJECTS 4 INCHES
 GH0396'ABOVE THE GROUND.
 GH0396'
 GH0396'A U.S. COAST AND GEODETIC SURVEY BENCH MARK (STAMPED A 46 1934)
 GH0396'WAS USED FOR AN AZIMUTH MARK.  IT IS LOCATED 59 FEET SOUTHWEST
 GH0396'FROM THE CENTER OF A ROAD AND RAILWAY INTERSECTION, 16 FEET
 GH0396'EAST-SOUTHEAST FROM A POWER LINE POLE, 10 FEET SOUTH OF A
 GH0396'WITNESS POST AND 3 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS
 GH0396'1 INCH ABOVE THE GROUND.
 GH0396'
 GH0396'TO REACH THE STATION FROM THE MAIN INTERSECTION (AT BANK CORNER)
 GH0396'IN WAUKOMIS, GO WEST FOR 0.5 MILE TO A T-ROAD INTERSECTION,
 GH0396'TURN RIGHT ON A GRADED ROAD AND GO NORTH FOR 0.2 MILE TO THE OLD
 GH0396'DRIVEWAY AND REFERENCE MARK NUMBER 5 ON THE LEFT.  FROM THIS
 GH0396'POINT, PACK NORTHWESTERLY FOR 250 METERS TO THE HIGHEST POINT
 GH0396'OF THE FIELD AND THE STATION AS DESCRIBED.
 GH0396'
 GH0396'TO REACH THE AZIMUTH MARK FROM THE OLD DRIVEWAY, CONTINUE
 GH0396'NORTH ON THE GRADED ROAD FOR 0.3 MILE TO A CROSSROAD, TURN
 GH0396'RIGHT AND GO EAST FOR 0.65 MILE TO THE RAILROAD CROSSING
 GH0396'AND THE MARK ON THE RIGHT AS DESCRIBED.
 GH0396
 GH0396                          STATION RECOVERY (1953)
 GH0396
 GH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GH0396'0.5 MILE WEST ALONG A DIRT STREET FROM THE WAUKOMIS STATE BANK
 GH0396'AT WAUKOMIS, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD,
 GH0396'702 FEET WEST OF THE CENTER LINE OF A ROAD, ON THE HIGH POINT
 GH0396'OF THE CENTER OF A CULTIVATED FIELD, A TRIANGULATION STATION
 GH0396'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 1.5 FEET BELOW
 GH0396'THE TOP OF THE GROUND, STAMPED WAUKOMIS 1902.
 GH0396'
 GH0396'WAUKOMIS R.M. 4 IS 667 FEET EAST OF TRIANGULATION STATION
 GH0396'WAUKOMIS 1902, 7.8 FEET WEST OF A FENCE, 35 FEET WEST OF THE
 GH0396'CENTER LINE OF A ROAD, 7.8 FEET SOUTH OF A POWER POLE, 2 FEET
 GH0396'WEST OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP
 GH0396'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 GH0396'WAUKOMIS NO 4 1951.
 GH0396'
 GH0396'WAUKOMIS R.M. 5 IS 82.0 FEET SOUTHEAST OF TRIANGULATION
 GH0396'STATION WAUKOMIS 1902, 236 FEET NORTH OF AN EAST AND WEST
 GH0396'FENCE, 35 FEET WEST OF THE CENTER LINE OF A ROAD, 102 FEET
 GH0396'NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET NORTH
 GH0396'OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST, A REFERENCE
 GH0396'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0396'0.2 FOOT ABOVE THE GROUND, STAMPED WAUKOMIS NO 5 1951.
 GH0396
 GH0396                          STATION RECOVERY (1953)
 GH0396
 GH0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 GH0396'0.7 MI NW FROM WAUKOMIS.
 GH0396'0.5 MILE WEST ALONG A DIRT STREET FROM THE WAUKOMIS STATE BANK
 GH0396'AT WAUKOMIS, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD,
 GH0396'702 FEET WEST OF THE CENTER LINE OF A ROAD, ON THE HIGH POINT
 GH0396'OF THE CENTER OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE
 GH0396'POST WHICH IS 1.5 FEET BELOW THE TOP OF THE GROUND.
 GH0396
 GH0396                          STATION RECOVERY (1978)
 GH0396
 GH0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (MC)
 GH0396'MARK NOT FOUND.
 GH0396
 GH0396                          STATION RECOVERY (1985)
 GH0396
 GH0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0396'NOT RECOVERED.  AREA DESCRIBED IS NOW COVER BY AN OIL DRILL RIG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0399 ***********************************************************************
 GH0399  DESIGNATION -  WAUKOMIS E
 GH0399  PID         -  GH0399
 GH0399  STATE/COUNTY-  OK/GARFIELD
 GH0399  COUNTRY     -  US
 GH0399  USGS QUAD   -  WAUKOMIS (2018)
 GH0399
 GH0399                         *CURRENT SURVEY CONTROL
 GH0399  ______________________________________________________________________
 GH0399* NAD 83(1986) POSITION- 36 17 01.38   (N) 097 54 28.04   (W)   HD_HELD1
 GH0399* NAVD 88 ORTHO HEIGHT -   384.749 (meters)     1262.30  (feet) ADJUSTED
 GH0399  ______________________________________________________________________
 GH0399  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 GH0399  DYNAMIC HEIGHT  -        384.408 (meters)     1261.18  (feet) COMP
 GH0399  MODELED GRAVITY -    979,733.5   (mgal)                       NAVD 88
 GH0399
 GH0399  VERT ORDER      -  SECOND    CLASS 0
 GH0399
 GH0399.The horizontal coordinates were determined by differentially corrected
 GH0399.hand held GPS observations or other comparable positioning techniques
 GH0399.and have an estimated accuracy of +/- 3 meters.
 GH0399
 GH0399.The orthometric height was determined by differential leveling and
 GH0399.adjusted by the NATIONAL GEODETIC SURVEY
 GH0399.in June 1991.
 GH0399
 GH0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0399.GEOID18 height accuracy estimate available here.
 GH0399
 GH0399.Click photographs - Photos may exist for this station.
 GH0399
 GH0399.The dynamic height is computed by dividing the NAVD 88
 GH0399.geopotential number by the normal gravity value computed on the
 GH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0399.degrees latitude (g = 980.6199 gals.).
 GH0399
 GH0399.The modeled gravity was interpolated from observed gravity values.
 GH0399
 GH0399;                    North         East    Units  Estimated Accuracy
 GH0399;SPC OK N     -   142,436.5     608,283.8     MT  (+/- 3 meters HH1 GPS) 
 GH0399
 GH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9808615970(NAD 83)
 GH0399
 GH0399                          SUPERSEDED SURVEY CONTROL
 GH0399
 GH0399  NGVD 29 (??/??/92)  384.605  (m)         1261.82   (f) ADJ UNCH    2 0
 GH0399
 GH0399.Superseded values are not recommended for survey control.
 GH0399
 GH0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0399.See file dsdata.pdf to determine how the superseded data were derived.
 GH0399
 GH0399_MARKER: Z = SEE DESCRIPTION
 GH0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0399+STABILITY: SURFACE MOTION
 GH0399
 GH0399  HISTORY     - Date     Condition        Report By
 GH0399  HISTORY     - 1934     MONUMENTED       CGS
 GH0399  HISTORY     - 1953     MARK NOT FOUND   CGS
 GH0399  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0399
 GH0399                          STATION DESCRIPTION
 GH0399
 GH0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0399'0.5 MI NW FROM WAUKOMIS.
 GH0399'0.5 MILE NORTHWEST OF WAUKOMIS, GARFIELD COUNTY, ON PROPERTY
 GH0399'OWNED IN 1934 BY H.H. COZARD, ON A SECTION-LINE ROAD, 0.4 MILE
 GH0399'SOUTH OF THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0399'RAILROAD, 700 FEET NORTHEAST OF THE COZARD FARMHOUSE, 43 FEET
 GH0399'NORTH OF THE SECOND POLE NORTH OF THE SOUTHEAST CORNER OF THE
 GH0399'PROPERTY, 57 FEET NORTH OF A LARGE LOCUST POST AT THE SOUTHEAST
 GH0399'CORNER OF A FIELD, 36 FEET WEST OF THE CENTER LINE OF THE
 GH0399'NORTH-AND-SOUTH SECTION-LINE ROAD, AND 1 FOOT EAST OF A ROW OF
 GH0399'POLES.  THE FLAT PART OF THE CONCRETE NEAR THE PROJECTING POINT
 GH0399'OF A SPIKE IN THE TOP OF A CONCRETE POST.
 GH0399
 GH0399                          STATION RECOVERY (1985)
 GH0399
 GH0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0399'NOT RECOVERED THIS DATE AND NOT RECOVERED IN 1953.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0807 ***********************************************************************
 GH0807  DESIGNATION -  WAUKOMIS MUNICIPAL STANDPIPE
 GH0807  PID         -  GH0807
 GH0807  STATE/COUNTY-  OK/GARFIELD
 GH0807  COUNTRY     -  US
 GH0807  USGS QUAD   -  WAUKOMIS (2018)
 GH0807
 GH0807                         *CURRENT SURVEY CONTROL
 GH0807  ______________________________________________________________________
 GH0807* NAD 83(1993) POSITION- 36 16 36.00618(N) 097 53 58.34196(W)   ADJUSTED
 GH0807  ______________________________________________________________________
 GH0807  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 GH0807  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 GH0807  HORZ ORDER      -  THIRD
 GH0807
 GH0807.The horizontal coordinates were established by classical geodetic methods
 GH0807.and adjusted by the National Geodetic Survey in November 1994.
 GH0807
 GH0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0807.GEOID18 height accuracy estimate available here.
 GH0807
 GH0807.Click photographs - Photos may exist for this station.
 GH0807
 GH0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0807
 GH0807. The following values were computed from the NAD 83(1993) position.
 GH0807
 GH0807;                    North         East     Units Scale Factor Converg.
 GH0807;SPC OK N     -   141,655.161   609,025.673   MT  0.99994722   +0 03 33.4
 GH0807;SPC OK N     -   464,746.97  1,998,111.73   sFT  0.99994722   +0 03 33.4
 GH0807;UTM  14      - 4,015,197.372   598,836.143   MT  0.99972036   +0 39 04.2
 GH0807
 GH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9883615197(NAD 83)
 GH0807
 GH0807                          SUPERSEDED SURVEY CONTROL
 GH0807
 GH0807  NAD 83(1986)-  36 16 36.01172(N)    097 53 58.32947(W) AD(       ) 3
 GH0807  NAD 27      -  36 16 35.88633(N)    097 53 57.12175(W) AD(       ) 3
 GH0807
 GH0807.Superseded values are not recommended for survey control.
 GH0807
 GH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0807.See file dsdata.pdf to determine how the superseded data were derived.
 GH0807
 GH0807_MARKER: 52 = STANDPIPE TANK
 GH0807
 GH0807  HISTORY     - Date     Condition        Report By
 GH0807  HISTORY     - 1951     FIRST OBSERVED   CGS
 GH0807  HISTORY     - 1960     GOOD             CGS
 GH0807
 GH0807                          STATION DESCRIPTION
 GH0807
 GH0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GH0807'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE TOWN OF WAUKOMIS,
 GH0807'200 FEET WEST FROM THE CENTER OF MAIN STREET.
 GH0807'
 GH0807'THE STANDPIPE (SILVER IN COLOR) IS SET ON A CONCRETE BASE AND HAS AN
 GH0807'OVERALL HEIGHT OF 110 FEET.
 GH0807'
 GH0807'THE TOP AND CENTER OF THE PIPE WAS OBSERVED.
 GH0807
 GH0807                          STATION RECOVERY (1960)
 GH0807
 GH0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 GH0807'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0811 ***********************************************************************
 GH0811  DESIGNATION -  WAUKOMIS MUNICIPAL STANDPIPE
 GH0811  PID         -  GH0811
 GH0811  STATE/COUNTY-  OK/GARFIELD
 GH0811  COUNTRY     -  US
 GH0811  USGS QUAD   -  WAUKOMIS (2018)
 GH0811
 GH0811                         *CURRENT SURVEY CONTROL
 GH0811  ______________________________________________________________________
 GH0811* NAD 83(1993) POSITION- 36 16 45.31437(N) 097 54 26.82564(W)   ADJUSTED
 GH0811  ______________________________________________________________________
 GH0811  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 GH0811  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 GH0811  HORZ ORDER      -  THIRD
 GH0811
 GH0811.The horizontal coordinates were established by classical geodetic methods
 GH0811.and adjusted by the National Geodetic Survey in November 1994.
 GH0811
 GH0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0811.GEOID18 height accuracy estimate available here.
 GH0811
 GH0811.Click photographs - Photos may exist for this station.
 GH0811
 GH0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0811
 GH0811. The following values were computed from the NAD 83(1993) position.
 GH0811
 GH0811;                    North         East     Units Scale Factor Converg.
 GH0811;SPC OK N     -   141,941.349   608,314.550   MT  0.99994731   +0 03 16.6
 GH0811;SPC OK N     -   465,685.91  1,995,778.65   sFT  0.99994731   +0 03 16.6
 GH0811;UTM  14      - 4,015,476.135   598,122.264   MT  0.99971863   +0 38 47.5
 GH0811
 GH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9812215476(NAD 83)
 GH0811
 GH0811                          SUPERSEDED SURVEY CONTROL
 GH0811
 GH0811  NAD 83(1986)-  36 16 45.31955(N)    097 54 26.81284(W) AD(       ) 3
 GH0811  NAD 27      -  36 16 45.19327(N)    097 54 25.60285(W) AD(       ) 3
 GH0811
 GH0811.Superseded values are not recommended for survey control.
 GH0811
 GH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0811.See file dsdata.pdf to determine how the superseded data were derived.
 GH0811
 GH0811_MARKER: 52 = STANDPIPE TANK
 GH0811
 GH0811  HISTORY     - Date     Condition        Report By
 GH0811  HISTORY     - 1968     FIRST OBSERVED   CGS
 GH0811
 GH0811                          STATION DESCRIPTION
 GH0811
 GH0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GH0811'STATION IS LOCATED AT THE SOUTH EDGE OF WAUKOMIS, AT THE WEST END
 GH0811'OF KING STREET AND IN THE NORTHEAST ANGLE OF KING STREET AND A
 GH0811'NORTH-SOUTH SURFACED ROAD.
 GH0811'
 GH0811'A LARGE STEEL STANDPIPE, 120 FEET IN HEIGHT, PAINTED SILVER IN
 GH0811'COLOR AND HAS TWO SMALL MARKER LIGHTS ON TOP.
 GH0811'
 GH0811'POINT INTERSECTED, WAS THE TOP-CENTER OF THE STANDPIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0397 ***********************************************************************
 GH0397  DESIGNATION -  WAUKOMIS RM 4
 GH0397  PID         -  GH0397
 GH0397  STATE/COUNTY-  OK/GARFIELD
 GH0397  COUNTRY     -  US
 GH0397  USGS QUAD   -  WAUKOMIS (2018)
 GH0397
 GH0397                         *CURRENT SURVEY CONTROL
 GH0397  ______________________________________________________________________
 GH0397* NAD 83(1986) POSITION- 36 17 03.46   (N) 097 54 28.07   (W)   HD_HELD1
 GH0397* NAVD 88 ORTHO HEIGHT -   384.252 (meters)     1260.67  (feet) POSTED
 GH0397  ______________________________________________________________________
 GH0397  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 GH0397  DYNAMIC HEIGHT  -        383.91  (meters)     1259.5   (feet) COMP
 GH0397  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 GH0397
 GH0397  VERT ORDER      -  * POSTED, SEE BELOW
 GH0397
 GH0397.The horizontal coordinates were determined by differentially corrected
 GH0397.hand held GPS observations or other comparable positioning techniques
 GH0397.and have an estimated accuracy of +/- 3 meters.
 GH0397
 GH0397.The orthometric height was determined by differential leveling
 GH0397.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0397
 GH0397.* This is a POSTED BENCH MARK height.
 GH0397
 GH0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0397.GEOID18 height accuracy estimate available here.
 GH0397
 GH0397.Click photographs - Photos may exist for this station.
 GH0397
 GH0397.The dynamic height is computed by dividing the NAVD 88
 GH0397.geopotential number by the normal gravity value computed on the
 GH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0397.degrees latitude (g = 980.6199 gals.).
 GH0397
 GH0397.The modeled gravity was interpolated from observed gravity values.
 GH0397
 GH0397;                    North         East    Units  Estimated Accuracy
 GH0397;SPC OK N     -   142,500.6     608,283.0     MT  (+/- 3 meters HH1 GPS) 
 GH0397
 GH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9808416034(NAD 83)
 GH0397
 GH0397                          SUPERSEDED SURVEY CONTROL
 GH0397
 GH0397  NGVD 29 (??/??/92)  384.109  (m)         1260.20   (f) ADJ UNCH    1 2
 GH0397
 GH0397.Superseded values are not recommended for survey control.
 GH0397
 GH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0397.See file dsdata.pdf to determine how the superseded data were derived.
 GH0397
 GH0397_MARKER: DR = REFERENCE MARK DISK
 GH0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0397_STAMPING: WAUKOMIS NO 4 1951
 GH0397_MARK LOGO: CGS
 GH0397_PROJECTION: FLUSH
 GH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0397+STABILITY: SURFACE MOTION
 GH0397
 GH0397  HISTORY     - Date     Condition        Report By
 GH0397  HISTORY     - 1951     MONUMENTED       CGS
 GH0397  HISTORY     - 1953     GOOD             CGS
 GH0397  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0397
 GH0397                          STATION DESCRIPTION
 GH0397
 GH0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0397'0.7 MI NW FROM WAUKOMIS.
 GH0397'0.5 MILE WEST ALONG A DIRT STREET FROM THE WAUKOMIS STATE BANK
 GH0397'AT WAUKOMIS, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD, 667
 GH0397'FEET EAST OF TRIANGULATION STATION WAUKOMIS 1902, 7.8 FEET WEST
 GH0397'OF A FENCE, 35 FEET WEST OF THE CENTER LINE OF A ROAD, 7.8 FEET
 GH0397'SOUTH OF A POWER POLE, 2 FEET WEST OF A WITNESS POST, SET IN
 GH0397'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GH0397
 GH0397                          STATION RECOVERY (1985)
 GH0397
 GH0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0397'NOT RECOVERED.  AREA DESCRIBED IS NOW COVERED BY AN OIL DRILL RIG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0398 ***********************************************************************
 GH0398  DESIGNATION -  WAUKOMIS RM 5
 GH0398  PID         -  GH0398
 GH0398  STATE/COUNTY-  OK/GARFIELD
 GH0398  COUNTRY     -  US
 GH0398  USGS QUAD   -  WAUKOMIS (2018)
 GH0398
 GH0398                         *CURRENT SURVEY CONTROL
 GH0398  ______________________________________________________________________
 GH0398* NAD 83(1986) POSITION- 36 16 57.24   (N) 097 54 29.21   (W)   HD_HELD1
 GH0398* NAVD 88 ORTHO HEIGHT -   384.994 (meters)     1263.10  (feet) POSTED
 GH0398  ______________________________________________________________________
 GH0398  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 GH0398  DYNAMIC HEIGHT  -        384.65  (meters)     1262.0   (feet) COMP
 GH0398  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 GH0398
 GH0398  VERT ORDER      -  * POSTED, SEE BELOW
 GH0398
 GH0398.The horizontal coordinates were determined by differentially corrected
 GH0398.hand held GPS observations or other comparable positioning techniques
 GH0398.and have an estimated accuracy of +/- 3 meters.
 GH0398
 GH0398.The orthometric height was determined by differential leveling
 GH0398.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GH0398
 GH0398.* This is a POSTED BENCH MARK height.
 GH0398
 GH0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0398.GEOID18 height accuracy estimate available here.
 GH0398
 GH0398.Click photographs - Photos may exist for this station.
 GH0398
 GH0398.The dynamic height is computed by dividing the NAVD 88
 GH0398.geopotential number by the normal gravity value computed on the
 GH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0398.degrees latitude (g = 980.6199 gals.).
 GH0398
 GH0398.The modeled gravity was interpolated from observed gravity values.
 GH0398
 GH0398;                    North         East    Units  Estimated Accuracy
 GH0398;SPC OK N     -   142,308.9     608,254.7     MT  (+/- 3 meters HH1 GPS) 
 GH0398
 GH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9805815842(NAD 83)
 GH0398
 GH0398                          SUPERSEDED SURVEY CONTROL
 GH0398
 GH0398  NGVD 29 (??/??/92)  384.851  (m)         1262.63   (f) ADJ UNCH    1 2
 GH0398
 GH0398.Superseded values are not recommended for survey control.
 GH0398
 GH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0398.See file dsdata.pdf to determine how the superseded data were derived.
 GH0398
 GH0398_MARKER: DR = REFERENCE MARK DISK
 GH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0398_STAMPING: WAUKOMIS NO 5 1951
 GH0398_MARK LOGO: CGS
 GH0398_PROJECTION: PROJECTING 6 CENTIMETERS
 GH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0398+STABILITY: SURFACE MOTION
 GH0398
 GH0398  HISTORY     - Date     Condition        Report By
 GH0398  HISTORY     - 1951     MONUMENTED       CGS
 GH0398  HISTORY     - 1953     GOOD             CGS
 GH0398  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0398
 GH0398                          STATION DESCRIPTION
 GH0398
 GH0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0398'0.7 MI NW FROM WAUKOMIS.
 GH0398'0.5 MILE WEST ALONG A DIRT STREET FROM THE WAUKOMIS STATE
 GH0398'BANK AT WAUKOMIS, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD,
 GH0398'236 FEET NORTH OF AN EAST AND WEST FENCE, 35 FEET WEST OF THE
 GH0398'CENTER LINE OF A ROAD, 102 FEET NORTH OF THE CENTER LINE OF A
 GH0398'PRIVATE DRIVEWAY, 2 FEET NORTH OF A POWER POLE, 2 FEET SOUTH
 GH0398'OF A WITNESS POST, 82.0 FEET SOUTHEAST OF TRIANGULATION STATION
 GH0398'WAUKOMIS 1902, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0398'0.2 FOOT ABOVE THE GROUND.
 GH0398
 GH0398                          STATION RECOVERY (1985)
 GH0398
 GH0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0398'NOT RECOVERED.  AREA DESCRIBED IS NOW COVERED BY AN OIL DRILL RIG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0963 ***********************************************************************
 EL0963  DESIGNATION -  WAURIKA CITY WATER TANK
 EL0963  PID         -  EL0963
 EL0963  STATE/COUNTY-  OK/JEFFERSON
 EL0963  COUNTRY     -  US
 EL0963  USGS QUAD   -  WAURIKA EAST (2018)
 EL0963
 EL0963                         *CURRENT SURVEY CONTROL
 EL0963  ______________________________________________________________________
 EL0963* NAD 83(1993) POSITION- 34 09 47.57348(N) 097 59 53.93578(W)   ADJUSTED
 EL0963  ______________________________________________________________________
 EL0963  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 EL0963  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 EL0963  HORZ ORDER      -  THIRD
 EL0963
 EL0963.The horizontal coordinates were established by classical geodetic methods
 EL0963.and adjusted by the National Geodetic Survey in November 1994.
 EL0963
 EL0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0963.GEOID18 height accuracy estimate available here.
 EL0963
 EL0963.Click photographs - Photos may exist for this station.
 EL0963
 EL0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0963
 EL0963. The following values were computed from the NAD 83(1993) position.
 EL0963
 EL0963;                    North         East     Units Scale Factor Converg.
 EL0963;SPC OK S     -    92,053.296   600,155.319   MT  0.99996277   +0 00 03.4
 EL0963;SPC OK S     -   302,011.52  1,969,009.58   sFT  0.99996277   +0 00 03.4
 EL0963;SPC TXNC     - 2,276,972.473   646,261.818   MT  1.00006075   +0 16 25.0
 EL0963;SPC TXNC     - 7,470,367.19  2,120,277.31   sFT  1.00006075   +0 16 25.0
 EL0963;UTM  14      - 3,780,706.397   592,327.849   MT  0.99970508   +0 33 45.1
 EL0963
 EL0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9232780706(NAD 83)
 EL0963
 EL0963                          SUPERSEDED SURVEY CONTROL
 EL0963
 EL0963  NAD 83(1986)-  34 09 47.57607(N)    097 59 53.92341(W) AD(       ) 3
 EL0963  NAD 27      -  34 09 47.24200(N)    097 59 52.79100(W) AD(       ) 3
 EL0963  USSD        -  34 09 47.17400(N)    097 59 53.21000(W) AD(       ) 3
 EL0963
 EL0963.Superseded values are not recommended for survey control.
 EL0963
 EL0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0963.See file dsdata.pdf to determine how the superseded data were derived.
 EL0963
 EL0963_MARKER: 53 = ELEVATED TANK
 EL0963
 EL0963  HISTORY     - Date     Condition        Report By
 EL0963  HISTORY     - 1923     FIRST OBSERVED   CGS
 EL0963  HISTORY     - 1934     GOOD             CGS
 EL0963  HISTORY     - 1968     GOOD             CGS
 EL0963
 EL0963                          STATION DESCRIPTION
 EL0963
 EL0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EL0963'A LARGE BLACK TOWER TANK TO THE REAR OF THE ROCK ISLAND
 EL0963'RAILWAY DEPOT.
 EL0963
 EL0963                          STATION RECOVERY (1934)
 EL0963
 EL0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EL0963'WAURIKA HAS THREE WATER TANKS, TWO NEAR EACH OTHER, IN TOWN,
 EL0963'W AND TALLER, BUILT IN 1930, E AND OLDER ABOUT 1914.  LARGER
 EL0963'AND HIGHER TANK IS ABOUT 1/2 MILE E OF TOWN.  ALL THREE TANKS
 EL0963'ARE GOOD.
 EL0963
 EL0963                          STATION RECOVERY (1968)
 EL0963
 EL0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL0963'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0964 ***********************************************************************
 EL0964  DESIGNATION -  WAURIKA NEW CITY WATER TANK
 EL0964  PID         -  EL0964
 EL0964  STATE/COUNTY-  OK/JEFFERSON
 EL0964  COUNTRY     -  US
 EL0964  USGS QUAD   -  WAURIKA EAST (2018)
 EL0964
 EL0964                         *CURRENT SURVEY CONTROL
 EL0964  ______________________________________________________________________
 EL0964* NAD 83(1993) POSITION- 34 09 47.87711(N) 097 59 54.54882(W)   ADJUSTED
 EL0964  ______________________________________________________________________
 EL0964  GEOID HEIGHT    -        -25.645 (meters)                     GEOID18
 EL0964  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 EL0964  HORZ ORDER      -  THIRD
 EL0964
 EL0964.The horizontal coordinates were established by classical geodetic methods
 EL0964.and adjusted by the National Geodetic Survey in November 1994.
 EL0964
 EL0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0964.GEOID18 height accuracy estimate available here.
 EL0964
 EL0964.Click photographs - Photos may exist for this station.
 EL0964
 EL0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0964
 EL0964. The following values were computed from the NAD 83(1993) position.
 EL0964
 EL0964;                    North         East     Units Scale Factor Converg.
 EL0964;SPC OK S     -    92,062.651   600,139.617   MT  0.99996275   +0 00 03.1
 EL0964;SPC OK S     -   302,042.21  1,968,958.06   sFT  0.99996275   +0 00 03.1
 EL0964;SPC TXNC     - 2,276,981.754   646,246.071   MT  1.00006078   +0 16 24.7
 EL0964;SPC TXNC     - 7,470,397.64  2,120,225.65   sFT  1.00006078   +0 16 24.7
 EL0964;UTM  14      - 3,780,715.595   592,312.061   MT  0.99970504   +0 33 44.8
 EL0964
 EL0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9231280715(NAD 83)
 EL0964
 EL0964                          SUPERSEDED SURVEY CONTROL
 EL0964
 EL0964  NAD 83(1986)-  34 09 47.88004(N)    097 59 54.53758(W) AD(       ) 3
 EL0964  NAD 27      -  34 09 47.54252(N)    097 59 53.40940(W) AD(       ) 3
 EL0964
 EL0964.Superseded values are not recommended for survey control.
 EL0964
 EL0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0964.See file dsdata.pdf to determine how the superseded data were derived.
 EL0964
 EL0964_MARKER: 51 = TANK
 EL0964
 EL0964  HISTORY     - Date     Condition        Report By
 EL0964  HISTORY     - 1968     FIRST OBSERVED   CGS
 EL0964
 EL0964                          STATION DESCRIPTION
 EL0964
 EL0964'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0871 ***********************************************************************
 EL0871  DESIGNATION -  WAYNE
 EL0871  PID         -  EL0871
 EL0871  STATE/COUNTY-  OK/MCCLAIN
 EL0871  COUNTRY     -  US
 EL0871  USGS QUAD   -  WAYNE (2018)
 EL0871
 EL0871                         *CURRENT SURVEY CONTROL
 EL0871  ______________________________________________________________________
 EL0871* NAD 83(1993) POSITION- 34 56 32.61009(N) 097 19 11.66699(W)   ADJUSTED
 EL0871* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 EL0871  ______________________________________________________________________
 EL0871  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 EL0871  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 EL0871  HORZ ORDER      -  SECOND
 EL0871
 EL0871.The horizontal coordinates were established by classical geodetic methods
 EL0871.and adjusted by the National Geodetic Survey in November 1994.
 EL0871
 EL0871.The orthometric height was scaled from a topographic map.
 EL0871
 EL0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0871.GEOID18 height accuracy estimate available here.
 EL0871
 EL0871.Click photographs - Photos may exist for this station.
 EL0871
 EL0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0871
 EL0871. The following values were computed from the NAD 83(1993) position.
 EL0871
 EL0871;                    North         East     Units Scale Factor Converg.
 EL0871;SPC OK S     -   178,693.686   662,124.641   MT  0.99995542   +0 23 09.7
 EL0871;SPC OK S     -   586,264.20  2,172,320.59   sFT  0.99995542   +0 23 09.7
 EL0871;UTM  14      - 3,867,943.160   653,426.219   MT  0.99989012   +0 57 44.9
 EL0871
 EL0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0871!SPC OK S     -   0.99995117  x   0.99995542  =   0.99990659
 EL0871!UTM  14      -   0.99995117  x   0.99989012  =   0.99984130
 EL0871
 EL0871:                Primary Azimuth Mark                     Grid Az
 EL0871:SPC OK S     -  WAYNE AZ MK                              271 00 24.6
 EL0871:UTM  14      -  WAYNE AZ MK                              270 25 49.4
 EL0871
 EL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5342667943(NAD 83)
 EL0871
 EL0871|---------------------------------------------------------------------|
 EL0871| PID    Reference Object                     Distance      Geod. Az  |
 EL0871|                                                           dddmmss.s |
 EL0871| CY3075 WAYNE RM 1                            7.892 METERS 00156     |
 EL0871| CY3076 WAYNE RM 2                           16.997 METERS 26816     |
 EL0871| CY3074 WAYNE AZ MK                                        2712334.3 |
 EL0871| EL0872 WAYNE 2                              16.207 METERS 27136     |
 EL0871| CY3077 WAYNE 2 RM 3                                       31822     |
 EL0871| FJ0932 PURCELL NORTH MUNICIPAL TANK        APPROX. 9.8 KM 3365703.2 |
 EL0871| FJ0934 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 8.1 KM 3532306.4 |
 EL0871|---------------------------------------------------------------------|
 EL0871
 EL0871                          SUPERSEDED SURVEY CONTROL
 EL0871
 EL0871  NAD 83(1986)-  34 56 32.61561(N)    097 19 11.65202(W) AD(       ) 2
 EL0871  NAD 27      -  34 56 32.34828(N)    097 19 10.55375(W) AD(       ) 2
 EL0871
 EL0871.Superseded values are not recommended for survey control.
 EL0871
 EL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0871.See file dsdata.pdf to determine how the superseded data were derived.
 EL0871
 EL0871_MARKER: DS = TRIANGULATION STATION DISK
 EL0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0871_STAMPING: WAYNE 1957
 EL0871_MARK LOGO: CGS
 EL0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0871+STABILITY: SURFACE MOTION
 EL0871
 EL0871  HISTORY     - Date     Condition        Report By
 EL0871  HISTORY     - 1957     MONUMENTED       CGS
 EL0871  HISTORY     - 1965     GOOD             USGS
 EL0871  HISTORY     - 1978     GOOD             NGS
 EL0871  HISTORY     - 1983     GOOD             LOCENG
 EL0871
 EL0871                          STATION DESCRIPTION
 EL0871
 EL0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0871'THE STATION IS ON THE RIGHT-OF-WAY OF A SECTION LINE ROAD,
 EL0871'ABOUT 6 MILES SOUTHEAST OF PURCELL, 1-1/2 MILES NORTH OF WAYNE
 EL0871'AND 1 MILE EAST OF U.S. HIGHWAY 77.  IT IS ON THE HIGHEST POINT
 EL0871'IN THE VICINITY, IN THE NORTHEAST 1/4 OF SECTION 5, T 5 N, R 1 W.
 EL0871'
 EL0871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 EL0871'AND STATE HIGHWAY 59 IN WAYNE, GO NORTHERLY ON HIGHWAY 77 FOR
 EL0871'0.25 MILE TO A CROSSROADS, TURN RIGHT AND GO NORTH ON GRAVEL
 EL0871'ROAD FOR 1.45 MILES TO A CROSSROADS, TURN LEFT AND GO WEST
 EL0871'FOR 0.1 MILE TO THE HIGHEST POINT OF HILL AND THE STATION ON
 EL0871'THE LEFT, CONTINUE WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON
 EL0871'THE RIGHT.
 EL0871'
 EL0871'THE STATION MARKS ARE STANDARD DISKS, STAMPED WAYNE 1957.
 EL0871'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 EL0871'POST PROJECTING 4 INCHES.  IT IS 66 FEET EAST OF THE CENTER
 EL0871'OF A TRACK ROAD, 33 FEET SOUTH OF THE CENTER OF THE GRAVEL
 EL0871'ROAD, 23 FEET WEST OF A TELEPHONE POLE AND 2 FEET HIGHER
 EL0871'THAN THE ROAD SURFACE.  THE UNDERGROUND DISK IS SET IN AN
 EL0871'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 EL0871'A WHITE POST WAS SET 2 FEET NORTH OF THE STATION.
 EL0871'
 EL0871'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAYNE NO 1 1957,
 EL0871'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 6
 EL0871'INCHES.  IT IS 49 FEET WEST OF THE TELEPHONE POLE, 40 FEET EAST
 EL0871'OF THE CENTER OF THE TRACK ROAD, 33 FEET SOUTH OF THE CENTER
 EL0871'OF THE GRAVEL ROAD AND 2 FEET HIGHER THAN THE ROAD SURFACE.
 EL0871'
 EL0871'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAYNE NO 2 1957,
 EL0871'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 EL0871'6 INCHES.  IT IS IN A ROAD RIGHT-OF-WAY FENCE, 59 FEET
 EL0871'NORTH-NORTHWEST OF THE TELEPHONE POLE AND 23 FEET NORTH OF THE
 EL0871'CENTER OF THE GRAVEL ROAD.
 EL0871'
 EL0871'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WAYNE 1957, SET IN
 EL0871'THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES.
 EL0871'IT IS 130 FEET WEST OF A POWERLINE POLE, 83 FEET WEST OF THE
 EL0871'ALIGNMENT OF THE WEST WALL OF A FARM HOME SOUTHEAST OF THE MARK,
 EL0871'29 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 19 FEET WEST
 EL0871'OF THE CENTER OF A TRACK ROAD AND 1 FOOT SOUTH OF A ROAD
 EL0871'RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET 1 FOOT WEST
 EL0871'OF THE MARK.
 EL0871
 EL0871                          STATION RECOVERY (1965)
 EL0871
 EL0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EL0871'A WITNESS POST IS SET 6 INCHES NORTH OF STATION MARK.
 EL0871'
 EL0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SE
 EL0871'OF PERCELL, 1.5 MILES N OF WAYNE.
 EL0871
 EL0871                          STATION RECOVERY (1978)
 EL0871
 EL0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EL0871'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK, WERE
 EL0871'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT
 EL0871'RECOVERED AND ITS BELIEVED THAT THE MARK HAD BEEN DESTROYED.  THE
 EL0871'LINE OF SIGHT FROM THE STATION TO THE AZIMUTH MARK IS NOW
 EL0871'OBSTRUCTED BY TREES.
 EL0871'
 EL0871'PROPERTY OWNER REQUESTED THAT THE STATION MARK, AND REFERENCE MARK
 EL0871'NO. 2, BE MOVED TO A NEW LOCATION, PLANS ARE TO BUILD A NEW
 EL0871'DRIVE-WAY TO HOME IN THE FUTURE.
 EL0871'
 EL0871'WAYNE 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TRAVERSE
 EL0871'TIE MADE BETWEEN THE TWO STATIONS.
 EL0871'
 EL0871'SEE DESCRIPTION TO WAYNE 2 1978.
 EL0871'
 EL0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WAYNE 1-1/2 MILES
 EL0871'N.
 EL0871
 EL0871                          STATION RECOVERY (1983)
 EL0871
 EL0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HM)
 EL0871'WAYNE 1957 RECOVERED GOOD.
 EL0871'
 EL0871'WAYNE 1978 RECOVERED GOOD.
 EL0871'
 EL0871'WAYNE 1978 RECOVERED POOR - BRASS PLATE BROKEN OFF.
 EL0871'
 EL0871'AZIMUTH MARK 1957 RECOVERED GOOD.
 EL0871'
 EL0871'TRI STA WAYNE RESET 1978 WAS FOUND IN GOOD CONDITION.
 EL0871'
 EL0871'TRI STA WAYNE 1978 WAS USE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0872 ***********************************************************************
 EL0872  DESIGNATION -  WAYNE 2
 EL0872  PID         -  EL0872
 EL0872  STATE/COUNTY-  OK/MCCLAIN
 EL0872  COUNTRY     -  US
 EL0872  USGS QUAD   -  WAYNE (2018)
 EL0872
 EL0872                         *CURRENT SURVEY CONTROL
 EL0872  ______________________________________________________________________
 EL0872* NAD 83(1993) POSITION- 34 56 32.62471(N) 097 19 12.30543(W)   ADJUSTED
 EL0872* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 EL0872  ______________________________________________________________________
 EL0872  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 EL0872  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 EL0872  HORZ ORDER      -  SECOND
 EL0872
 EL0872.The horizontal coordinates were established by classical geodetic methods
 EL0872.and adjusted by the National Geodetic Survey in November 1994.
 EL0872
 EL0872.The orthometric height was scaled from a topographic map.
 EL0872
 EL0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0872.GEOID18 height accuracy estimate available here.
 EL0872
 EL0872.Click photographs - Photos may exist for this station.
 EL0872
 EL0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0872
 EL0872. The following values were computed from the NAD 83(1993) position.
 EL0872
 EL0872;                    North         East     Units Scale Factor Converg.
 EL0872;SPC OK S     -   178,694.028   662,108.438   MT  0.99995542   +0 23 09.4
 EL0872;SPC OK S     -   586,265.32  2,172,267.43   sFT  0.99995542   +0 23 09.4
 EL0872;UTM  14      - 3,867,943.339   653,410.014   MT  0.99989006   +0 57 44.5
 EL0872
 EL0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0872!SPC OK S     -   0.99995117  x   0.99995542  =   0.99990659
 EL0872!UTM  14      -   0.99995117  x   0.99989006  =   0.99984124
 EL0872
 EL0872:                Primary Azimuth Mark                     Grid Az
 EL0872:SPC OK S     -  ATT TV RELAY TOWER KKH 70                258 14 05.7
 EL0872:UTM  14      -  ATT TV RELAY TOWER KKH 70                257 39 30.6
 EL0872
 EL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5341067943(NAD 83)
 EL0872
 EL0872|---------------------------------------------------------------------|
 EL0872| PID    Reference Object                     Distance      Geod. Az  |
 EL0872|                                                           dddmmss.s |
 EL0872| CY3077 WAYNE 2 RM 3                                       00539     |
 EL0872| EL0871 WAYNE                                16.207 METERS 09136     |
 EL0872| EL0869 ATT TV RELAY TOWER KKH 70           APPROX. 4.2 KM 2583715.1 |
 EL0872| CY3078 WAYNE 2 RM 4                         19.675 METERS 26848     |
 EL0872| FJ0932 PURCELL NORTH MUNICIPAL TANK        APPROX. 9.8 KM 3370214.3 |
 EL0872| FJ0934 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 8.1 KM 3532956.3 |
 EL0872|---------------------------------------------------------------------|
 EL0872
 EL0872                          SUPERSEDED SURVEY CONTROL
 EL0872
 EL0872  NAD 83(1986)-  34 56 32.63022(N)    097 19 12.29036(W) AD(       ) 2
 EL0872  NAD 27      -  34 56 32.36292(N)    097 19 11.19217(W) AD(       ) 2
 EL0872
 EL0872.Superseded values are not recommended for survey control.
 EL0872
 EL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0872.See file dsdata.pdf to determine how the superseded data were derived.
 EL0872
 EL0872_MARKER: DH = HORIZONTAL CONTROL DISK
 EL0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0872_STAMPING: WAYNE 2 1978
 EL0872_MARK LOGO: NGS
 EL0872_PROJECTION: FLUSH
 EL0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0872+STABILITY: SURFACE MOTION
 EL0872
 EL0872  HISTORY     - Date     Condition        Report By
 EL0872  HISTORY     - 1978     MONUMENTED       NGS
 EL0872
 EL0872                          STATION DESCRIPTION
 EL0872
 EL0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EL0872'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF PURCELL,
 EL0872'1-1/2 MILES NORTH OF WAYNE AND ON THE SOUTH SIDE OF A SURFACE ROAD.
 EL0872'
 EL0872'TO REACH THE STATION FROM THE POST OFFICE IN WAYNE, GO NORTHWESTERLY
 EL0872'ON U.S. HIGHWAY 77 FOR 0.3 MILE TO CROSSROADS.  TURN RIGHT AND GO
 EL0872'NORTH ON SURFACE ROAD, CROSSING RAILROAD TRACKS FOR 1.45 MILES TO
 EL0872'CROSSROADS.  TURN LEFT AND GO WEST ON SURFACE ROAD FOR 0.1 MILE
 EL0872'TO STATION ON THE LEFT.
 EL0872'
 EL0872'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 EL0872'THAT IS FLUSH WITH THE GROUND AND IS STAMPED WAYNE 2 1978.  IT IS ON
 EL0872'THE WEST SLOPE OF A SMALL RISE, 30 FEET SOUTH OF THE CENTER OF
 EL0872'ROAD, 2 FEET NORTHWEST OF A UTILITY POLE, 2.4 FEET NORTH OF THE
 EL0872'FENCE LINE, AND 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 EL0872'
 EL0872'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT, THAT IS FLUSH
 EL0872'WITH THE GROUND AND THE ALUMINUM CAP STAMPED WAYNE 2 NO 3 1978.
 EL0872'IT IS 25 FEET NORTH OF THE CENTER OF ROAD, 22.6 FEET WEST OF THE
 EL0872'WEST END OF GATE, 1.6 FEET EAST OF A UTILITY POLE, 1.6 FEET SOUTH OF
 EL0872'THE FENCE LINE AND 1-FOOT WEST OF A METAL WITNESS POST.
 EL0872'
 EL0872'REFERENCE MARK NO. 4 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS
 EL0872'ABOUT 6-INCHES AND IS STAMPED WAYNE 2 NO 4 1978.  IT IS 30 FEET
 EL0872'SOUTH OF THE CENTER OF ROAD, 0.8 FEET EAST OF THE FENCE LINE, 0.9
 EL0872'FEET NORTHWEST OF A METAL WITNESS POST AND 0.8 FEET NORTHEAST OF A
 EL0872'LARGE WOODEN FENCE POST.
 EL0872'
 EL0872'NEAREST TOWN--WAYNE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0868 ***********************************************************************
 EL0868  DESIGNATION -  WAYNE MUNICIPAL TANK
 EL0868  PID         -  EL0868
 EL0868  STATE/COUNTY-  OK/MCCLAIN
 EL0868  COUNTRY     -  US
 EL0868  USGS QUAD   -  WAYNE (2018)
 EL0868
 EL0868                         *CURRENT SURVEY CONTROL
 EL0868  ______________________________________________________________________
 EL0868* NAD 83(1993) POSITION- 34 55 14.35132(N) 097 19 02.36301(W)   ADJUSTED
 EL0868  ______________________________________________________________________
 EL0868  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 EL0868  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 EL0868  HORZ ORDER      -  THIRD
 EL0868
 EL0868.The horizontal coordinates were established by classical geodetic methods
 EL0868.and adjusted by the National Geodetic Survey in November 1994.
 EL0868
 EL0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0868.GEOID18 height accuracy estimate available here.
 EL0868
 EL0868.Click photographs - Photos may exist for this station.
 EL0868
 EL0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0868
 EL0868. The following values were computed from the NAD 83(1993) position.
 EL0868
 EL0868;                    North         East     Units Scale Factor Converg.
 EL0868;SPC OK S     -   176,283.786   662,377.029   MT  0.99995313   +0 23 15.0
 EL0868;SPC OK S     -   578,357.72  2,173,148.64   sFT  0.99995313   +0 23 15.0
 EL0868;UTM  14      - 3,865,536.073   653,702.810   MT  0.99989117   +0 57 48.3
 EL0868
 EL0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5370265536(NAD 83)
 EL0868
 EL0868                          SUPERSEDED SURVEY CONTROL
 EL0868
 EL0868  NAD 83(1986)-  34 55 14.35692(N)    097 19 02.34811(W) AD(       ) 3
 EL0868  NAD 27      -  34 55 14.08638(N)    097 19 01.25118(W) AD(       ) 3
 EL0868
 EL0868.Superseded values are not recommended for survey control.
 EL0868
 EL0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0868.See file dsdata.pdf to determine how the superseded data were derived.
 EL0868
 EL0868_MARKER: 53 = ELEVATED TANK
 EL0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0868+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0868
 EL0868  HISTORY     - Date     Condition        Report By
 EL0868  HISTORY     - 1957     FIRST OBSERVED   CGS
 EL0868  HISTORY     - 20030709 GOOD             USPSQD
 EL0868  HISTORY     - 20090419 GOOD             GEOCAC
 EL0868
 EL0868                          STATION DESCRIPTION
 EL0868
 EL0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0868'THE STATION IS IN THE NORTHWEST EDGE OF WAYNE AND 0.05 MILE
 EL0868'NORTHEAST OF U.S. HIGHWAY 77.  IT IS AN ELEVATED TANK, SILVER
 EL0868'IN COLOR AND 125 FEET IN HEIGHT.  THE POINT OBSERVED WAS
 EL0868'THE APEX OF THE TANK.
 EL0868
 EL0868                          STATION RECOVERY (2003)
 EL0868
 EL0868'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EL0868'RECOVERED IN GOOD CONDITION.
 EL0868
 EL0868                          STATION RECOVERY (2009)
 EL0868
 EL0868'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0626 ***********************************************************************
 GJ0626  DESIGNATION -  WAYNOKA AIRPORT EAST RAD MAST
 GJ0626  PID         -  GJ0626
 GJ0626  STATE/COUNTY-  OK/WOODS
 GJ0626  COUNTRY     -  US
 GJ0626  USGS QUAD   -  WAYNOKA EAST (2018)
 GJ0626
 GJ0626                         *CURRENT SURVEY CONTROL
 GJ0626  ______________________________________________________________________
 GJ0626* NAD 83(1997) POSITION- 36 36 58.91542(N) 098 50 46.61510(W)   ADJUSTED
 GJ0626  ______________________________________________________________________
 GJ0626  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 GJ0626  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 GJ0626  HORZ ORDER      -  THIRD
 GJ0626
 GJ0626.The horizontal coordinates were established by classical geodetic methods
 GJ0626.and adjusted by the National Geodetic Survey in October 1998.
 GJ0626
 GJ0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0626.GEOID18 height accuracy estimate available here.
 GJ0626
 GJ0626.Click photographs - Photos may exist for this station.
 GJ0626
 GJ0626.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0626
 GJ0626. The following values were computed from the NAD 83(1997) position.
 GJ0626
 GJ0626;                    North         East     Units Scale Factor Converg.
 GJ0626;SPC OK N     -   179,674.137   524,297.047   MT  0.99997603   -0 29 58.0
 GJ0626;SPC OK N     -   589,480.90  1,720,131.23   sFT  0.99997603   -0 29 58.0
 GJ0626;UTM  14      - 4,052,326.911   513,745.636   MT  0.99960233   +0 05 30.1
 GJ0626
 GJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1374552326(NAD 83)
 GJ0626
 GJ0626                          SUPERSEDED SURVEY CONTROL
 GJ0626
 GJ0626  NAD 83(1993)-  36 36 58.91553(N)    098 50 46.61507(W) AD(       ) 3
 GJ0626  NAD 83(1986)-  36 36 58.91961(N)    098 50 46.60279(W) AD(       ) 3
 GJ0626  NAD 27      -  36 36 58.80032(N)    098 50 45.27795(W) AD(       ) 3
 GJ0626
 GJ0626.Superseded values are not recommended for survey control.
 GJ0626
 GJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0626.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0626
 GJ0626_MARKER: 43 = RADIO/TV TOWER
 GJ0626
 GJ0626  HISTORY     - Date     Condition        Report By
 GJ0626  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0626
 GJ0626                          STATION DESCRIPTION
 GJ0626
 GJ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0626'POINT OBSERVED UPON IS CENTER OF TOP OF RADIO MAST, EAST
 GJ0626'RADIO TOWER OF WAYNOKA AIRPORT RADIO STATION.  NOT IN USE AT
 GJ0626'PRESENT TIME.  STEEL TOWER ABOUT 100 FEET HIGH.  LOCATED
 GJ0626'ABOUT 1.5 MILES EAST AND 2.0 MILES NORTH OF WAYNOKA.
 GJ0626'
 GJ0626'OBSERVED UPON FROM STATIONS AVARD SOUTH BASE, AVARD NORTH
 GJ0626'BASE, WAYNOKA AND INMAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0627 ***********************************************************************
 GJ0627  DESIGNATION -  WAYNOKA AIRPORT WEST RAD MAST
 GJ0627  PID         -  GJ0627
 GJ0627  STATE/COUNTY-  OK/WOODS
 GJ0627  COUNTRY     -  US
 GJ0627  USGS QUAD   -  WAYNOKA EAST (2018)
 GJ0627
 GJ0627                         *CURRENT SURVEY CONTROL
 GJ0627  ______________________________________________________________________
 GJ0627* NAD 83(1997) POSITION- 36 36 58.93713(N) 098 50 51.28270(W)   ADJUSTED
 GJ0627  ______________________________________________________________________
 GJ0627  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 GJ0627  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 GJ0627  HORZ ORDER      -  THIRD
 GJ0627
 GJ0627.The horizontal coordinates were established by classical geodetic methods
 GJ0627.and adjusted by the National Geodetic Survey in October 1998.
 GJ0627
 GJ0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0627.GEOID18 height accuracy estimate available here.
 GJ0627
 GJ0627.Click photographs - Photos may exist for this station.
 GJ0627
 GJ0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0627
 GJ0627. The following values were computed from the NAD 83(1997) position.
 GJ0627
 GJ0627;                    North         East     Units Scale Factor Converg.
 GJ0627;SPC OK N     -   179,675.818   524,181.074   MT  0.99997603   -0 30 00.7
 GJ0627;SPC OK N     -   589,486.41  1,719,750.74   sFT  0.99997603   -0 30 00.7
 GJ0627;UTM  14      - 4,052,327.395   513,629.696   MT  0.99960229   +0 05 27.3
 GJ0627
 GJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1362952327(NAD 83)
 GJ0627
 GJ0627                          SUPERSEDED SURVEY CONTROL
 GJ0627
 GJ0627  NAD 83(1993)-  36 36 58.93725(N)    098 50 51.28267(W) AD(       ) 3
 GJ0627  NAD 83(1986)-  36 36 58.94129(N)    098 50 51.27044(W) AD(       ) 3
 GJ0627  NAD 27      -  36 36 58.82254(N)    098 50 49.94579(W) AD(       ) 3
 GJ0627
 GJ0627.Superseded values are not recommended for survey control.
 GJ0627
 GJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0627.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0627
 GJ0627_MARKER: 43 = RADIO/TV TOWER
 GJ0627
 GJ0627  HISTORY     - Date     Condition        Report By
 GJ0627  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0627
 GJ0627                          STATION DESCRIPTION
 GJ0627
 GJ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0627'POINT OBSERVED UPON IS CENTER OF TOP OF WEST RADIO TOWER
 GJ0627'OF WAYNOKA AIRPORT RADIO STATION, NOT IN USE AT PRESENT
 GJ0627'TIME.  STEEL TOWER ABOUT 100 FEET HIGH.  LOCATED ABOUT 1.5
 GJ0627'MILES EAST AND 2.0 MILES NORTH OF WAYNOKA.
 GJ0627'
 GJ0627'OBSERVED UPON FROM STATIONS AVARD SOUTH BASE, AVARD NORTH BASE,
 GJ0627'WAYNOKA AND INMAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0629 ***********************************************************************
 GJ0629  DESIGNATION -  WAYNOKA MUNICIPAL STANPIPE
 GJ0629  PID         -  GJ0629
 GJ0629  STATE/COUNTY-  OK/WOODS
 GJ0629  COUNTRY     -  US
 GJ0629  USGS QUAD   -  WAYNOKA EAST (2018)
 GJ0629
 GJ0629                         *CURRENT SURVEY CONTROL
 GJ0629  ______________________________________________________________________
 GJ0629* NAD 83(1997) POSITION- 36 35 17.28568(N) 098 51 42.36529(W)   ADJUSTED
 GJ0629  ______________________________________________________________________
 GJ0629  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 GJ0629  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 GJ0629  HORZ ORDER      -  THIRD
 GJ0629
 GJ0629.The horizontal coordinates were established by classical geodetic methods
 GJ0629.and adjusted by the National Geodetic Survey in October 1998.
 GJ0629
 GJ0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0629.GEOID18 height accuracy estimate available here.
 GJ0629
 GJ0629.Click photographs - Photos may exist for this station.
 GJ0629
 GJ0629.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0629
 GJ0629. The following values were computed from the NAD 83(1997) position.
 GJ0629
 GJ0629;                    North         East     Units Scale Factor Converg.
 GJ0629;SPC OK N     -   176,553.784   522,883.984   MT  0.99997229   -0 30 30.9
 GJ0629;SPC OK N     -   579,243.54  1,715,495.20   sFT  0.99997229   -0 30 30.9
 GJ0629;UTM  14      - 4,049,193.315   512,365.350   MT  0.99960188   +0 04 56.6
 GJ0629
 GJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1236549193(NAD 83)
 GJ0629
 GJ0629                          SUPERSEDED SURVEY CONTROL
 GJ0629
 GJ0629  NAD 83(1993)-  36 35 17.28573(N)    098 51 42.36528(W) AD(       ) 3
 GJ0629  NAD 83(1986)-  36 35 17.28974(N)    098 51 42.35290(W) AD(       ) 3
 GJ0629  NAD 27      -  36 35 17.16811(N)    098 51 41.02446(W) AD(       ) 3
 GJ0629
 GJ0629.Superseded values are not recommended for survey control.
 GJ0629
 GJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0629.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0629
 GJ0629_MARKER: 52 = STANDPIPE TANK
 GJ0629
 GJ0629  HISTORY     - Date     Condition        Report By
 GJ0629  HISTORY     - 1934     FIRST OBSERVED   CGS
 GJ0629  HISTORY     - 1951     GOOD             CGS
 GJ0629
 GJ0629                          STATION DESCRIPTION
 GJ0629
 GJ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0629'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL STANDPIPE, STEEL
 GJ0629'TANK ABOUT 75 FEET HIGH LOCATED ABOUT 1/2 MILE EAST OF WAYNOKA.
 GJ0629'
 GJ0629'NOTE- THIS STANDPIPE IS NOT TRULY VERTICAL.
 GJ0629'
 GJ0629'OBSERVED UPON FROM STATIONS DOE, WAYNOKA, AVARD SOUTH BASE,
 GJ0629'INMAN AND QUINLAN.
 GJ0629
 GJ0629                          STATION RECOVERY (1951)
 GJ0629
 GJ0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0629'THE STATION IS LOCATED ON THE TOP OF A LOW FLAT-TOPPED HILL ABOUT
 GJ0629'1.0 MILE EAST-NORTHEAST OF THE CENTER OF WAYNOKA ON LAND OWNED BY
 GJ0629'THE CITY.  IT IS JUST NORTH OF THE MUNICIPAL POWER PLANT AND 0.1
 GJ0629'MILE NORTH OF AN EAST-WEST ROAD.
 GJ0629'
 GJ0629'IT IS A CYLINDRICAL STEEL STRUCTURE PAINTED SILVER, 12.0 FEET IN
 GJ0629'DIAMETER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND HAS AN
 GJ0629'OVER-ALL HEIGHT OF 60.0 FEET.
 GJ0629'
 GJ0629'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 GJ0629'
 GJ0629'TO REACH THE STATION FROM THE POST OFFICE IN WAYNOKA, GO NORTH TO
 GJ0629'A T INTERSECTION, TURN RIGHT AND GO EAST 1 BLOCK TO THE JUNCTION
 GJ0629'WITH U. S. HIGHWAY NO. 281, HERE TURN NORTH AND GO 1 BLOCK TO A
 GJ0629'CROSSROAD.  TURN RIGHT ON A GRADED ROAD AND GO 0.8 MILE TO A
 GJ0629'DRIVEWAY LEFT LEADING INTO THE MUNICIPAL POWER PLANT AND THE
 GJ0629'STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0950 ***********************************************************************
 GK0950  DESIGNATION -  WEBB
 GK0950  PID         -  GK0950
 GK0950  STATE/COUNTY-  OK/TEXAS
 GK0950  COUNTRY     -  US
 GK0950  USGS QUAD   -  EVA SE (2018)
 GK0950
 GK0950                         *CURRENT SURVEY CONTROL
 GK0950  ______________________________________________________________________
 GK0950* NAD 83(1997) POSITION- 36 47 38.78070(N) 101 48 31.62909(W)   ADJUSTED
 GK0950* NAVD 88 ORTHO HEIGHT -  1059.6   (meters)     3476.    (feet) VERTCON3
 GK0950  ______________________________________________________________________
 GK0950  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 GK0950  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC18
 GK0950  HORZ ORDER      -  FIRST
 GK0950
 GK0950.The horizontal coordinates were established by classical geodetic methods
 GK0950.and adjusted by the National Geodetic Survey in October 1998.
 GK0950
 GK0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0950
 GK0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0950.GEOID18 height accuracy estimate available here.
 GK0950
 GK0950.Click photographs - Photos may exist for this station.
 GK0950
 GK0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0950
 GK0950. The following values were computed from the NAD 83(1997) position.
 GK0950
 GK0950;                    North         East     Units Scale Factor Converg.
 GK0950;SPC OK N     -   205,735.377   260,147.123   MT  1.00000512   -2 14 51.9
 GK0950;SPC OK N     -   674,983.48    853,499.35   sFT  1.00000512   -2 14 51.9
 GK0950;UTM  14      - 4,075,713.187   249,384.436   MT  1.00037385   -1 40 59.4
 GK0950
 GK0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0950!SPC OK N     -   0.99983774  x   1.00000512  =   0.99984286
 GK0950!UTM  14      -   0.99983774  x   1.00037385  =   1.00021153
 GK0950
 GK0950:                Primary Azimuth Mark                     Grid Az
 GK0950:SPC OK N     -  WEBB AZ MK                               227 19 39.1
 GK0950:UTM  14      -  WEBB AZ MK                               226 45 46.6
 GK0950
 GK0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4938475713(NAD 83)
 GK0950
 GK0950|---------------------------------------------------------------------|
 GK0950| PID    Reference Object                     Distance      Geod. Az  |
 GK0950|                                                           dddmmss.s |
 GK0950| CM9490 WEBB RM 2                                          08941     |
 GK0950| CM9488 WEBB AZ MK                                         2250447.2 |
 GK0950| CM9489 WEBB RM 1                            39.981 METERS 35824     |
 GK0950|---------------------------------------------------------------------|
 GK0950
 GK0950                          SUPERSEDED SURVEY CONTROL
 GK0950
 GK0950  NAD 83(1993)-  36 47 38.78032(N)    101 48 31.62923(W) AD(       ) 1
 GK0950  NAD 83(1986)-  36 47 38.79320(N)    101 48 31.61670(W) AD(       ) 1
 GK0950  NAD 27      -  36 47 38.71306(N)    101 48 30.03752(W) AD(       ) 1
 GK0950  NGVD 29 (07/19/86) 1059.1    (m)         3475.     (f) VERT ANG       
 GK0950
 GK0950.Superseded values are not recommended for survey control.
 GK0950
 GK0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0950.See file dsdata.pdf to determine how the superseded data were derived.
 GK0950
 GK0950_MARKER: DS = TRIANGULATION STATION DISK
 GK0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0950_STAMPING: WEBB 1934
 GK0950_MARK LOGO: CGS
 GK0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0950+STABILITY: SURFACE MOTION
 GK0950
 GK0950  HISTORY     - Date     Condition        Report By
 GK0950  HISTORY     - 1934     MONUMENTED       CGS
 GK0950
 GK0950                          STATION DESCRIPTION
 GK0950
 GK0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0950'STATION IS ABOUT 5 MILES E OF EVA IN SEC. 19, T 4 N, R 12 E.  ON
 GK0950'THE HIGHEST GROUND IN THE VICINITY, 0.2 MILE N OF A SECTION
 GK0950'LINE ROAD, AND 1/2 MILE NE OF J.A. WEBBS FARMHOUSE.  STATION
 GK0950'IS 228 FEET W OF A FENCE LINE.  THE MARK PROJECTS 10 INCHES.
 GK0950'
 GK0950'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0950'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0950'
 GK0950'REFERENCE MARK NO. 1 IS N OF THE STATION.  IT PROJECTS 6 INCHES.
 GK0950'
 GK0950'REFERENCE MARK NO. 2 IS E OF THE STATION.  IT IS IN THE FENCE
 GK0950'LINE AND PROJECTS 6 INCHES.
 GK0950'
 GK0950'THE AZIMUTH MARK IS SW OF THE STATION.  IT IS 0.25 MILE E
 GK0950'OF A CROSSROADS, 23 FEET N OF THE CENTER OF THE ROAD, AND 18
 GK0950'FEET W OF A FARM TRAIL TURNING N OFF THE SECTION LINE ROAD AT
 GK0950'A POINT OPPOSITE SOME FARM BUILDING.  THE MARK PROJECTS
 GK0950'8 INCHES.
 GK0950'
 GK0950'THE STATION IS REACHED FROM EVA WHICH IS ABOUT 13.5 MILES
 GK0950'S OF ELKHART, BY GOING S ON A GRADED ROAD 0.5 MILE.  TURN
 GK0950'E ON A GRADED ROAD AND GO 5.4 MILES.  TURN OFF THE ROAD AND GO
 GK0950'N ACROSS COUNTRY 0.2 MILE TO THE HIGHEST GROUND AND THE STATION.
 GK0950'
 GK0950'A 35-FOOT TOWER WAS ERECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1053 ***********************************************************************
 FH1053  DESIGNATION -  WEBBER FALLS NE TRANSM TOWER
 FH1053  PID         -  FH1053
 FH1053  STATE/COUNTY-  OK/SEQUOYAH
 FH1053  COUNTRY     -  US
 FH1053  USGS QUAD   -  GORE (2019)
 FH1053
 FH1053                         *CURRENT SURVEY CONTROL
 FH1053  ______________________________________________________________________
 FH1053* NAD 83(1993) POSITION- 35 30 52.82080(N) 095 07 20.45082(W)   ADJUSTED
 FH1053  ______________________________________________________________________
 FH1053  GEOID HEIGHT    -        -29.851 (meters)                     GEOID18
 FH1053  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 FH1053  HORZ ORDER      -  THIRD
 FH1053
 FH1053.The horizontal coordinates were established by classical geodetic methods
 FH1053.and adjusted by the National Geodetic Survey in November 1994.
 FH1053
 FH1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1053.GEOID18 height accuracy estimate available here.
 FH1053
 FH1053.Click photographs - Photos may exist for this station.
 FH1053
 FH1053.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1053
 FH1053. The following values were computed from the NAD 83(1993) position.
 FH1053
 FH1053;                    North         East     Units Scale Factor Converg.
 FH1053;SPC OK N     -    60,973.054   861,004.527   MT  1.00000984   +1 41 53.7
 FH1053;SPC OK N     -   200,042.43  2,824,812.35   sFT  1.00000984   +1 41 53.7
 FH1053;SPC OK S     -   245,697.065   861,022.495   MT  1.00006772   +1 38 00.3
 FH1053;SPC OK S     -   806,091.12  2,824,871.30   sFT  1.00006772   +1 38 00.3
 FH1053;UTM  15      - 3,932,191.971   307,538.309   MT  1.00005649   -1 13 59.8
 FH1053
 FH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0753832191(NAD 83)
 FH1053
 FH1053                          SUPERSEDED SURVEY CONTROL
 FH1053
 FH1053  NAD 83(1986)-  35 30 52.83319(N)    095 07 20.43749(W) AD(       ) 3
 FH1053  NAD 27      -  35 30 52.49000(N)    095 07 19.59000(W) AD(       ) 3
 FH1053
 FH1053.Superseded values are not recommended for survey control.
 FH1053
 FH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1053.See file dsdata.pdf to determine how the superseded data were derived.
 FH1053
 FH1053_MARKER: 55 = TOWER
 FH1053
 FH1053  HISTORY     - Date     Condition        Report By
 FH1053  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1053
 FH1053                          STATION DESCRIPTION
 FH1053
 FH1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1053'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE
 FH1053'NE TRANSMISSION TOWER OF THE OKLAHOMA GAS AND ELECTRIC COMPANY
 FH1053'AT WEBBER FALLS.  THIS IS A 4-LEGGED STRUCTURAL STEEL TOWER
 FH1053'APPROXIMATELY 110 FEET HIGH.  THE TOWER IS TAPERED THE FIRST
 FH1053'80 FEET AND THE UPPER 30 FEET RISE VERTICALLY.  THE TOWER
 FH1053'CARRIES 6 HIGH TENSION LINES.
 FH1053'
 FH1053'THE TOWER IS LOCATED ON THE NE BANK OF THE ARKANSAS RIVER,
 FH1053'APPROXIMATELY 100 YARDS SE OF THE NE END OF THE HIGHWAY
 FH1053'BRIDGE OVER THE RIVER.  THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1055 ***********************************************************************
 FH1055  DESIGNATION -  WEBBER FALLS SW TRANSM TOWER
 FH1055  PID         -  FH1055
 FH1055  STATE/COUNTY-  OK/MUSKOGEE
 FH1055  COUNTRY     -  US
 FH1055  USGS QUAD   -  WEBBERS FALLS (2018)
 FH1055
 FH1055                         *CURRENT SURVEY CONTROL
 FH1055  ______________________________________________________________________
 FH1055* NAD 83(1993) POSITION- 35 30 42.12960(N) 095 07 37.61071(W)   ADJUSTED
 FH1055  ______________________________________________________________________
 FH1055  GEOID HEIGHT    -        -29.860 (meters)                     GEOID18
 FH1055  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 FH1055  HORZ ORDER      -  THIRD
 FH1055
 FH1055.The horizontal coordinates were established by classical geodetic methods
 FH1055.and adjusted by the National Geodetic Survey in November 1994.
 FH1055
 FH1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1055.GEOID18 height accuracy estimate available here.
 FH1055
 FH1055.Click photographs - Photos may exist for this station.
 FH1055
 FH1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1055
 FH1055. The following values were computed from the NAD 83(1993) position.
 FH1055
 FH1055;                    North         East     Units Scale Factor Converg.
 FH1055;SPC OK N     -    60,630.894   860,582.066   MT  1.00001043   +1 41 43.5
 FH1055;SPC OK N     -   198,919.86  2,823,426.33   sFT  1.00001043   +1 41 43.5
 FH1055;SPC OK S     -   245,355.363   860,599.623   MT  1.00006688   +1 37 50.5
 FH1055;SPC OK S     -   804,970.05  2,823,483.93   sFT  1.00006688   +1 37 50.5
 FH1055;UTM  15      - 3,931,871.849   307,098.881   MT  1.00005858   -1 14 09.4
 FH1055
 FH1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0709831871(NAD 83)
 FH1055
 FH1055                          SUPERSEDED SURVEY CONTROL
 FH1055
 FH1055  NAD 83(1986)-  35 30 42.14204(N)    095 07 37.59748(W) AD(       ) 3
 FH1055  NAD 27      -  35 30 41.80000(N)    095 07 36.74000(W) AD(       ) 3
 FH1055
 FH1055.Superseded values are not recommended for survey control.
 FH1055
 FH1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1055.See file dsdata.pdf to determine how the superseded data were derived.
 FH1055
 FH1055_MARKER: 55 = TOWER
 FH1055
 FH1055  HISTORY     - Date     Condition        Report By
 FH1055  HISTORY     - 1940     FIRST OBSERVED   CGS
 FH1055
 FH1055                          STATION DESCRIPTION
 FH1055
 FH1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1055'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE
 FH1055'SW TRANSMISSION TOWER OF THE OKLAHOMA GAS AND ELECTRIC COMPANY
 FH1055'AT WEBBER FALLS.  THIS IS A 4-LEGGED STRUCTURAL STEEL TOWER
 FH1055'APPROXIMATELY 110 FEET HIGH.  THE TOWER IS TAPERED THE FIRST
 FH1055'80 FEET AND THE UPPER 30 FEET RISE VERTICALLY.  THE TOWER
 FH1055'CARRIES 6 HIGH TENSION LINES.
 FH1055'
 FH1055'THE TOWER IS LOCATED ON THE SW BANK OF THE ARKANSAS RIVER,
 FH1055'APPROXIMATELY 100 YARDS SE OF THE SW END OF THE HIGHWAY
 FH1055'BRIDGE OVER THE RIVER.  THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0956 ***********************************************************************
 GK0956  DESIGNATION -  WEEKS
 GK0956  PID         -  GK0956
 GK0956  STATE/COUNTY-  OK/BEAVER
 GK0956  COUNTRY     -  US
 GK0956  USGS QUAD   -  GATE (2018)
 GK0956
 GK0956                         *CURRENT SURVEY CONTROL
 GK0956  ______________________________________________________________________
 GK0956* NAD 83(1997) POSITION- 36 49 13.77882(N) 100 04 02.53760(W)   ADJUSTED
 GK0956* NAVD 88 ORTHO HEIGHT -   709.    (meters)     2326.    (feet) SCALED
 GK0956  ______________________________________________________________________
 GK0956  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 GK0956  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 GK0956  HORZ ORDER      -  FIRST
 GK0956
 GK0956.The horizontal coordinates were established by classical geodetic methods
 GK0956.and adjusted by the National Geodetic Survey in October 1998.
 GK0956
 GK0956.The orthometric height was scaled from a topographic map.
 GK0956
 GK0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0956.GEOID18 height accuracy estimate available here.
 GK0956
 GK0956.Click photographs - Photos may exist for this station.
 GK0956
 GK0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0956
 GK0956. The following values were computed from the NAD 83(1997) position.
 GK0956
 GK0956;                    North         East     Units Scale Factor Converg.
 GK0956;SPC OK N     -   203,960.464   415,560.168   MT  1.00001026   -1 13 12.2
 GK0956;SPC OK N     -   669,160.29  1,363,383.65   sFT  1.00001026   -1 13 12.2
 GK0956;UTM  14      - 4,075,490.944   404,805.126   MT  0.99971164   -0 38 23.0
 GK0956
 GK0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0956!SPC OK N     -   0.99989302  x   1.00001026  =   0.99990328
 GK0956!UTM  14      -   0.99989302  x   0.99971164  =   0.99960469
 GK0956
 GK0956:                Primary Azimuth Mark                     Grid Az
 GK0956:SPC OK N     -  A 107                                    345 20 32.5
 GK0956:UTM  14      -  A 107                                    344 45 43.3
 GK0956
 GK0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0480575490(NAD 83)
 GK0956
 GK0956|---------------------------------------------------------------------|
 GK0956| PID    Reference Object                     Distance      Geod. Az  |
 GK0956|                                                           dddmmss.s |
 GK0956| CL3571 WEEKS RM 1                           49.878 METERS 05836     |
 GK0956| CL3572 WEEKS RM 2                           47.387 METERS 11612     |
 GK0956| GK0015 A 107                               APPROX. 3.2 KM 3440720.3 |
 GK0956|---------------------------------------------------------------------|
 GK0956
 GK0956                          SUPERSEDED SURVEY CONTROL
 GK0956
 GK0956  NAD 83(1993)-  36 49 13.78204(N)    100 04 02.53652(W) AD(       ) 1
 GK0956  NAD 83(1986)-  36 49 13.78038(N)    100 04 02.53277(W) AD(       ) 1
 GK0956  NAD 27      -  36 49 13.66979(N)    100 04 01.04256(W) AD(       ) 1
 GK0956
 GK0956.Superseded values are not recommended for survey control.
 GK0956
 GK0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0956.See file dsdata.pdf to determine how the superseded data were derived.
 GK0956
 GK0956_MARKER: DE = TRAVERSE STATION DISK
 GK0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0956_STAMPING: WEEKS 1970
 GK0956_MARK LOGO: CGS
 GK0956_PROJECTION: FLUSH
 GK0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0956+STABILITY: SURFACE MOTION
 GK0956
 GK0956  HISTORY     - Date     Condition        Report By
 GK0956  HISTORY     - 1970     MONUMENTED       NGS
 GK0956
 GK0956                          STATION DESCRIPTION
 GK0956
 GK0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 GK0956'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHWEST OF LAVERNE,
 GK0956'2-1/2 MILES SOUTH-SOUTHWEST OF GATE AND NEAR THE SOUTHEAST CORNER OF
 GK0956'A PASTURE OWNED BY MR. OLIVER WEEKS, WHO LIVES ABOUT 1/2 MILE WEST OF
 GK0956'THE STATION.
 GK0956'
 GK0956'TO REACH THE STATION FROM THE POST OFFICE IN GATE, GO WEST ON U. S.
 GK0956'HIGHWAY 64 FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A
 GK0956'SURFACED ROAD FOR 2.35 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST
 GK0956'FOR 0.5 MILE TO A FENCE CORNER ON THE RIGHT, CONTINUE WEST ON THE
 GK0956'MAIN ROAD FOR 0.15 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT,
 GK0956'PASSING THROUGH THE GATE, TURN RIGHT AGAIN AND GO EAST ALONG THE
 GK0956'NORTH SIDE OF THE FENCE FOR 0.1 MILE, BEAR LEFT AND CONTINUE
 GK0956'NORTHEAST ACROSS THE PASTURE FOR 0.05 MILE TO THE TOP OF A LOW
 GK0956'KNOLL AND THE STATION AS DESCRIBED, ABOUT 350 FEET NORTHWEST OF
 GK0956'THE FENCE CORNER.
 GK0956'
 GK0956'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED WEEKS 1970.
 GK0956'THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL 12-INCH CONCRETE
 GK0956'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 157.7 FEET
 GK0956'NORTHWEST OF A WITNESS POST AND 141.5 FEET WEST OF A FENCE.
 GK0956'
 GK0956'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEEKS NO 1 1970, SET IN
 GK0956'THE TOP OF A CYLINDRICAL 12-INCH CONCRETE MONUMENT WHICH PROJECTS 2
 GK0956'INCHES.  IT IS 156.5 FEET NORTH OF THE WITNESS POST AND 1.8 FEET
 GK0956'WEST OF THE FENCE.
 GK0956'
 GK0956'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WEEKS NO 2 1970, SET IN
 GK0956'THE TOP OF A CYLINDRICAL 12-INCH CONCRETE MONUMENT WHICH PROJECTS 2
 GK0956'INCHES.  IT IS 3.0 FEET NORTHWEST OF THE WITNESS POST AND 1.5 FEET
 GK0956'WEST OF THE FENCE.
 GK0956'
 GK0956'BENCH MARK A 107 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK STAMPED
 GK0956'A 107 1934, CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE
 GK0956'CULVERT.  IT IS 55.0 FEET NORTHEAST OF TELEPHONE POLE NUMBER 2128,
 GK0956'32.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACK AND
 GK0956'19 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 64.
 GK0956'
 GK0956'TO REACH THE BENCH MARK FROM THE POST OFFICE IN GATE, GO WEST ON U.
 GK0956'S. HIGHWAY 64 FOR 0.15 MILE TO A CROSSROAD, CONTINUE WESTERLY ON U.
 GK0956'S.  HIGHWAY 64 FOR 1.2 MILES TO A RAILROAD CROSSING AND THE MARK ON
 GK0956'THE LEFT AS DESCRIBED.
 GK0956'
 GK0956'THE GEODIMETER DISTANCE BETWEEN WEEKS AND BENCH MARK A 107 IS
 GK0956'3,189.292 METERS OR (10,463.54 FEET).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0622 ***********************************************************************
 GJ0622  DESIGNATION -  WEIBE
 GJ0622  PID         -  GJ0622
 GJ0622  STATE/COUNTY-  OK/WOODS
 GJ0622  COUNTRY     -  US
 GJ0622  USGS QUAD   -  AVARD (2018)
 GJ0622
 GJ0622                         *CURRENT SURVEY CONTROL
 GJ0622  ______________________________________________________________________
 GJ0622* NAD 83(1997) POSITION- 36 44 21.82694(N) 098 50 38.50938(W)   ADJUSTED
 GJ0622* NAVD 88 ORTHO HEIGHT -   535.    (meters)     1755.    (feet) SCALED
 GJ0622  ______________________________________________________________________
 GJ0622  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 GJ0622  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 GJ0622  HORZ ORDER      -  FIRST
 GJ0622
 GJ0622.The horizontal coordinates were established by classical geodetic methods
 GJ0622.and adjusted by the National Geodetic Survey in October 1998.
 GJ0622
 GJ0622.The orthometric height was scaled from a topographic map.
 GJ0622
 GJ0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0622.GEOID18 height accuracy estimate available here.
 GJ0622
 GJ0622.Click photographs - Photos may exist for this station.
 GJ0622
 GJ0622.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0622
 GJ0622. The following values were computed from the NAD 83(1997) position.
 GJ0622
 GJ0622;                    North         East     Units Scale Factor Converg.
 GJ0622;SPC OK N     -   193,324.612   524,617.143   MT  0.99999514   -0 29 53.2
 GJ0622;SPC OK N     -   634,265.83  1,721,181.41   sFT  0.99999514   -0 29 53.2
 GJ0622;UTM  14      - 4,065,974.735   513,924.785   MT  0.99960239   +0 05 35.9
 GJ0622
 GJ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0622!SPC OK N     -   0.99992044  x   0.99999514  =   0.99991558
 GJ0622!UTM  14      -   0.99992044  x   0.99960239  =   0.99952286
 GJ0622
 GJ0622:                Primary Azimuth Mark                     Grid Az
 GJ0622:SPC OK N     -  WEIBE AZ MK                              354 41 44.7
 GJ0622:UTM  14      -  WEIBE AZ MK                              354 06 15.6
 GJ0622
 GJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF1392465974(NAD 83)
 GJ0622
 GJ0622|---------------------------------------------------------------------|
 GJ0622| PID    Reference Object                     Distance      Geod. Az  |
 GJ0622|                                                           dddmmss.s |
 GJ0622| GJ0518 AMARILLO KANSAS CITY BCN 22         APPROX.53.5 KM 0590619.5 |
 GJ0622| GJ0525 AMARILLO KANSAS CITY BCN 21         APPROX.37.2 KM 0641820.7 |
 GJ0622| GJ0612 NOEL FARMERS CO OP ELEVATOR         APPROX.11.8 KM 0675840.4 |
 GJ0622| GJ0603 ALVA SILVER TANK                    APPROX.17.0 KM 0682731.3 |
 GJ0622| GJ0610 ALVA SOUTH MUN WATER TANK           APPROX.16.6 KM 0700857.8 |
 GJ0622| GJ0600 AMARILLO KANSAS CITY BCN 20         APPROX.20.2 KM 0760846.8 |
 GJ0622| CL3574 WEIBE RM 1                           33.098 METERS 09127     |
 GJ0622| GJ0625 AVARD FARMERS CO OP ELEVATOR        APPROX. 6.6 KM 1305936.9 |
 GJ0622| GJ0623 AMARILLO KANSAS CITY BCN 18         APPROX.11.2 KM 1815508.8 |
 GJ0622| CL3573 WEIBE AZ MK                                        3541151.5 |
 GJ0622| CL3575 WEIBE RM 2                           35.722 METERS 35906     |
 GJ0622|---------------------------------------------------------------------|
 GJ0622
 GJ0622                          SUPERSEDED SURVEY CONTROL
 GJ0622
 GJ0622  NAD 83(1993)-  36 44 21.82713(N)    098 50 38.50927(W) AD(       ) 1
 GJ0622  NAD 83(1986)-  36 44 21.83094(N)    098 50 38.49742(W) AD(       ) 1
 GJ0622  NAD 27      -  36 44 21.71789(N)    098 50 37.16939(W) AD(       ) 1
 GJ0622
 GJ0622.Superseded values are not recommended for survey control.
 GJ0622
 GJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0622.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0622
 GJ0622_MARKER: DS = TRIANGULATION STATION DISK
 GJ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0622_STAMPING: WEIBE 1934
 GJ0622_MARK LOGO: CGS
 GJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0622+STABILITY: SURFACE MOTION
 GJ0622
 GJ0622  HISTORY     - Date     Condition        Report By
 GJ0622  HISTORY     - 1934     MONUMENTED       CGS
 GJ0622  HISTORY     - 1951     GOOD             CGS
 GJ0622
 GJ0622                          STATION DESCRIPTION
 GJ0622
 GJ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0622'STATION IS LOCATED ABOUT 155 YARDS EAST AND 40 YARDS SOUTH OF
 GJ0622'NORTHWEST CORNER OF SEC. 17, T. 26 N., R. 15 W., ABOUT 4.0
 GJ0622'MILES WEST-NORTHWEST OF AVARD ON PROPERTY OF MR. H. WEIBE.
 GJ0622'
 GJ0622'REACHED BY GOING EAST ON U.S. HIGHWAY 64, FROM CAMP CORA, 4.0
 GJ0622'MILES TO CROSSROADS, TURN RIGHT (SOUTH) ON DIRT ROAD AND GO
 GJ0622'3.9 MILES TO END OF ROAD, TURN LEFT (EAST) INTO FARMYARD AT
 GJ0622'HOME OF MR. ELZA BENSON AND GO THROUGH WIRE GATE JUST SOUTHEAST
 GJ0622'OF MR. BENSONS BARN, THEN GO SOUTH ACROSS PASTURE ON DIM TRAIL
 GJ0622'0.05 MILE TO ANOTHER GATE, THEN GO 40 YARDS SOUTHWEST OF GATE
 GJ0622'TO TOP OF KNOLL AND STATION.
 GJ0622'
 GJ0622'MARK IS SET ON HIGH PIECE OF TABLELAND WHICH BREAKS OFF SHARPLY
 GJ0622'TO THE SOUTH AND EAST.  IT IS 118 FEET SOUTH OF EAST-AND-WEST
 GJ0622'FENCE LINE AND 150 FEET SOUTHWEST OF FENCE CORNER.
 GJ0622'
 GJ0622'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTH OF STATION IN
 GJ0622'NORTH-AND-SOUTH FENCE LINE AND 20 FEET EAST OF CENTERLINE OF
 GJ0622'NORTH-AND-SOUTH ROAD.
 GJ0622'
 GJ0622'REFERENCE MARK NO. 1 IS 108.70 FEET (33.131 METERS) EAST OF
 GJ0622'STATION AND 110 FEET SOUTH-SOUTHEAST OF FENCE CORNER.
 GJ0622'
 GJ0622'REFERENCE MARK NO. 2 IS 117.28 FEET (35.747 METERS) NORTH OF
 GJ0622'STATION IN EAST-AND-WEST FENCE LINE AND 75 FEET WEST OF FENCE
 GJ0622'CORNER.
 GJ0622'
 GJ0622'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0622'BRONZE DISKS SET IN CONCRETE.
 GJ0622'
 GJ0622'HEIGHT OF LIGHT ABOVE STATION MARK - 4.0 METERS.
 GJ0622
 GJ0622                          STATION RECOVERY (1951)
 GJ0622
 GJ0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0622'THE STATION, REFERENCE MARK NUMBER 1,
 GJ0622'REFERENCE MARK NUMBER 2, AND THE AZIMUTH MARK (NOTES 11A) WERE
 GJ0622'RECOVERED AND ARE IN GOOD CONDITION.  FOLLOWING IS A NEW AND
 GJ0622'COMPLETE DESCRIPTION-
 GJ0622'
 GJ0622'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST FROM ALVA, ABOUT
 GJ0622'4 MILES NORTH-NORTHWEST OF AVARD AND IS ON LAND OWNED BY MR. SAM
 GJ0622'DUNE.  IT IS SITUATED NEAR THE HIGHEST POINT OF A KNOLL, 6 FEET
 GJ0622'NORTH OF A WITNESS POST.  IT IS STAMPED WEIBE 1934 AND PROJECTS 6
 GJ0622'INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0622'
 GJ0622'REFERENCE MARK NO. 1 IS SET ON THE EAST SLOPE OF THE KNOLL,
 GJ0622'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED WEIBE NO
 GJ0622'1 1934 AND PROJECTS 7 INCHES.
 GJ0622'
 GJ0622'REFERENCE MARK NO. 2 IS SET IN A EAST-WEST FENCE LINE AND IS
 GJ0622'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED WEIBE NO 2
 GJ0622'1934 AND PROJECTS 5 INCHES.
 GJ0622'
 GJ0622'THE AZIMUTH MARK IS LOCATED 20 FEET EAST FROM THE CENTER OF
 GJ0622'THE DIRT ROAD, 1 FOOT SOUTH OF A WITNESS POST AND IS SET
 GJ0622'IN THE NORTH-SOUTH FENCE LINE.  IT IS MARKED WITH A STANDARD
 GJ0622'REFERENCE MARK DISK, STAMPED WEIBE AZI 1934, AND PROJECTS
 GJ0622'4 INCHES.
 GJ0622'
 GJ0622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND
 GJ0622'64 (JUST NORTHEAST OF THE NORTHWEST STATE TEACHERS COLLEGE)
 GJ0622'IN ALVA, GO WEST ON U.S. HIGHWAY 64 FOR 9.8 MILES TO A CROSSROAD,
 GJ0622'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 2.9 MILES TO THE
 GJ0622'AZIMUTH ON THE LEFT.  CONTINUE SOUTH ON THE DIRT ROAD TO ITS
 GJ0622'END AND A GATE ON THE LEFT, TURN LEFT THROUGH THE GATE AND GO
 GJ0622'EAST THEN SOUTH TO THE TOP OF THE KNOLL AND THE STATION AS
 GJ0622'DESCRIBED.  THE LAST MILEAGE FROM THE AZIMUTH MARK TO THE
 GJ0622'STATION IS 1.0 MILE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0746 ***********************************************************************
 GG0746  DESIGNATION -  WELCH
 GG0746  PID         -  GG0746
 GG0746  STATE/COUNTY-  OK/CRAIG
 GG0746  COUNTRY     -  US
 GG0746  USGS QUAD   -  WELCH SOUTH (2019)
 GG0746
 GG0746                         *CURRENT SURVEY CONTROL
 GG0746  ______________________________________________________________________
 GG0746* NAD 83(1997) POSITION- 36 51 16.48649(N) 095 07 03.83706(W)   ADJUSTED
 GG0746* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 GG0746  ______________________________________________________________________
 GG0746  GEOID HEIGHT    -        -29.484 (meters)                     GEOID18
 GG0746  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 GG0746  HORZ ORDER      -  SECOND
 GG0746
 GG0746.The horizontal coordinates were established by classical geodetic methods
 GG0746.and adjusted by the National Geodetic Survey in October 1998.
 GG0746
 GG0746.The orthometric height was scaled from a topographic map.
 GG0746
 GG0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0746.GEOID18 height accuracy estimate available here.
 GG0746
 GG0746.Click photographs - Photos may exist for this station.
 GG0746
 GG0746.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0746
 GG0746. The following values were computed from the NAD 83(1997) position.
 GG0746
 GG0746;                    North         East     Units Scale Factor Converg.
 GG0746;SPC OK N     -   209,594.592   857,009.868   MT  1.00001722   +1 42 03.5
 GG0746;SPC OK N     -   687,644.92  2,811,706.54   sFT  1.00001722   +1 42 03.5
 GG0746;UTM  15      - 4,080,833.881   311,202.090   MT  1.00003914   -1 16 14.0
 GG0746
 GG0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0746!SPC OK N     -   0.99996412  x   1.00001722  =   0.99998134
 GG0746!UTM  15      -   0.99996412  x   1.00003914  =   1.00000326
 GG0746
 GG0746:                Primary Azimuth Mark                     Grid Az
 GG0746:SPC OK N     -  WELCH RM 3                               211 20 23.4
 GG0746:UTM  15      -  WELCH RM 3                               214 18 40.9
 GG0746
 GG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1120280833(NAD 83)
 GG0746
 GG0746|---------------------------------------------------------------------|
 GG0746| PID    Reference Object                     Distance      Geod. Az  |
 GG0746|                                                           dddmmss.s |
 GG0746| CI3585 WELCH RM 1                           10.802 METERS 03755     |
 GG0746| GG0745 WELCH MUNICIPAL TANK                APPROX. 3.8 KM 0443335.6 |
 GG0746| CI3586 WELCH RM 2                            9.089 METERS 20411     |
 GG0746| GG0749 WELCH RM 3                          APPROX. 1.2 KM 2130226.9 |
 GG0746|---------------------------------------------------------------------|
 GG0746
 GG0746                          SUPERSEDED SURVEY CONTROL
 GG0746
 GG0746  NAD 83(1993)-  36 51 16.48879(N)    095 07 03.83746(W) AD(       ) 2
 GG0746  NAD 83(1986)-  36 51 16.50606(N)    095 07 03.82594(W) AD(       ) 2
 GG0746  NAD 27      -  36 51 16.22870(N)    095 07 02.95850(W) AD(       ) 2
 GG0746
 GG0746.Superseded values are not recommended for survey control.
 GG0746
 GG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0746.See file dsdata.pdf to determine how the superseded data were derived.
 GG0746
 GG0746_MARKER: DS = TRIANGULATION STATION DISK
 GG0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0746_STAMPING: WELCH 1958
 GG0746_MARK LOGO: CGS
 GG0746_PROJECTION: FLUSH
 GG0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0746+STABILITY: SURFACE MOTION
 GG0746
 GG0746  HISTORY     - Date     Condition        Report By
 GG0746  HISTORY     - 1958     MONUMENTED       CGS
 GG0746  HISTORY     - 1975     SEE DESCRIPTION  NGS
 GG0746
 GG0746                          STATION DESCRIPTION
 GG0746
 GG0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0746'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH-SOUTHWEST OF
 GG0746'WELCH, ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY NO. 2.  IT
 GG0746'IS 50 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 2
 GG0746'AND 4 FEET WEST OF A FENCE.  THE MARK IS SET FLUSH AND
 GG0746'STAMPED WELCH 1958.
 GG0746'
 GG0746'REFERENCE MARK NO. 1 IS 52 FEET EAST OF THE CENTER OF STATE
 GG0746'HIGHWAY NO. 2 AND 1 FOOT WEST OF A FENCE.  THE MARK IS SET
 GG0746'FLUSH AND STAMPED WELCH NO 1 1958.
 GG0746'
 GG0746'REFERENCE MARK NO. 2 IS 52 FEET EAST OF THE CENTER LINE
 GG0746'OF STATE HIGHWAY NO. 2, 4 FEET SOUTHEAST OF A RIGHT-OF-WAY
 GG0746'MARKER AND 1 FOOT WEST OF A FENCE.  THE MARK IS SET FLUSH
 GG0746'AND STAMPED WELCH NO 2 1958.
 GG0746'
 GG0746'THE AZIMUTH MARK IS ABOUT 200 FEET NORTH OF A CROSSROAD,
 GG0746'45 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY NO. 2 AND
 GG0746'3 FEET NORTH OF A WITNESS POST.  THE MARK IS SET FLUSH AND
 GG0746'STAMPED WELCH 1958.
 GG0746'
 GG0746'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GG0746'NO. 2 AND 10 AND U.S. HIGHWAY NO. 59 IN THE SOUTHWEST EDGE
 GG0746'OF WELCH, GO SOUTH ON STATE HIGHWAY NO. 2 FOR 2.3 MILES TO THE
 GG0746'STATION ON THE LEFT AS DESCRIBED.
 GG0746'
 GG0746'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 GG0746'ON STATE HIGHWAY NO. 2 FOR 0.7 MILES TO THE MARK ON RIGHT
 GG0746'AS DESCRIBED.
 GG0746'
 GG0746'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 GG0746
 GG0746                          STATION RECOVERY (1975)
 GG0746
 GG0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GG0746'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 GG0746'
 GG0746'THE SURFACE AND UNDERGROUND STATION MARKS WERE FOUND DESTROYED, THE
 GG0746'AZIMUTH MARK CONCRETE MONUMENT WAS FOUND TWISTED OUT OF POSITION AS
 GG0746'THE ARROW ON THE DISK WAS POINTING IN AN EASTERLY DIRECTION.
 GG0746'STATION MARKS WERE SET IN THERE ORIGINAL POSITION BY USING THE
 GG0746'MEASUREMENTS FROM THE REFERENCE MARKS AND THE DISK WAS REMOVED
 GG0746'FROM THE AZIMUTH MARK CONCRETE MONUMENT AND A NEW DISK WAS
 GG0746'CEMENTED IN A DRILL HOLE IN THE ORIGINAL CONCRETE MONUMENT.  THE
 GG0746'WELCH MUNICIPAL WATER TANK 1958 WAS REMOVED AND A NEW MUNICIPAL
 GG0746'STANDPIPE WAS ERRECTED NEAR SAME LOCATION. OBSERVATIONS WERE
 GG0746'MADE AT TRIANGULATION STATION BARKER 1958 THIS DATE ALSO.
 GG0746'
 GG0746'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 GG0746'
 GG0746'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH-SOUTHWEST OF WELCH, ON
 GG0746'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 2.
 GG0746'
 GG0746'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 GG0746'HIGHWAYS 10 AND 2 AT THE SOUTHWEST EDGE OF WELCH, GO SOUTH ON
 GG0746'HIGHWAY 2 FOR 1.9 MILES TO TOP OF HILL AND THE STATION ON THE LEFT.
 GG0746'
 GG0746'THE STATION MARKS ARE STANDARD DISKS STAMPED WELCH 1958 1975.  THE
 GG0746'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GG0746'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE
 GG0746'CENTER OF THE HIGHWAY, 4 FEET WEST OF A FENCELINE AND 1.5 FEET
 GG0746'WEST- SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 GG0746'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 GG0746'SURFACE.
 GG0746'
 GG0746'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WELCH NO 1 1958, SET IN
 GG0746'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0746'GROUND SURFACE.  IT IS 52 FEET EAST OF THE CENTER OF THE HIGHWAY,
 GG0746'AND 1 FOOT WEST OF THE FENCELINE.
 GG0746'
 GG0746'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WELCH NO 2 1958, SET IN
 GG0746'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GG0746'SURFACE OF THE GROUND.  IT IS 52 FEET EAST OF THE CENTER OF THE
 GG0746'HIGHWAY, 4 FEET SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY CONCRETE
 GG0746'MARKER AND 1 FOOT WEST OF THE FENCELINE.
 GG0746'
 GG0746'REFERENCE MARK 3 IS STANDARD DISK STAMPED WELCH 1958 NO 3 1975 AZ,
 GG0746'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 GG0746'WITH THE GROUND SURFACE.  IT IS 0.1 MILE NORTH OF CROSSROADS, 45
 GG0746'FEET WEST OF THE CENTER OF HIGHWAY 2, 2 FEET NORTH OF REMAINS OF OLD
 GG0746'4X4 POST IN CONCRETE AND 1 FOOT EAST OF A METAL WITNESS POST.
 GG0746'
 GG0746'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON HIGHWAY 2 FOR
 GG0746'0.75 MILE TO THE REFERENCE MARK 3 ON THE RIGHT.
 GG0746'
 GG0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 GG0746'SOUTH-SOUTHWEST OF WELCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0748 ***********************************************************************
 GJ0748  DESIGNATION -  WELLS
 GJ0748  PID         -  GJ0748
 GJ0748  STATE/COUNTY-  OK/HARPER
 GJ0748  COUNTRY     -  US
 GJ0748  USGS QUAD   -  LAVERNE (2018)
 GJ0748
 GJ0748                         *CURRENT SURVEY CONTROL
 GJ0748  ______________________________________________________________________
 GJ0748* NAD 83(1997) POSITION- 36 39 54.14574(N) 099 53 24.81856(W)   ADJUSTED
 GJ0748* NAVD 88 ORTHO HEIGHT -   687.9   (meters)     2257.    (feet) VERTCON3
 GJ0748  ______________________________________________________________________
 GJ0748  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 GJ0748  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 GJ0748  HORZ ORDER      -  FIRST
 GJ0748  VERT ORDER      -  THIRD ? (See Below)
 GJ0748
 GJ0748.The horizontal coordinates were established by classical geodetic methods
 GJ0748.and adjusted by the National Geodetic Survey in October 1998.
 GJ0748
 GJ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0748
 GJ0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0748.GEOID18 height accuracy estimate available here.
 GJ0748
 GJ0748.The vertical order pertains to the NGVD 29 superseded value.
 GJ0748
 GJ0748.Click photographs - Photos may exist for this station.
 GJ0748
 GJ0748.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0748
 GJ0748. The following values were computed from the NAD 83(1997) position.
 GJ0748
 GJ0748;                    North         East     Units Scale Factor Converg.
 GJ0748;SPC OK N     -   186,390.562   431,026.087   MT  0.99998304   -1 06 55.8
 GJ0748;SPC OK N     -   611,516.37  1,414,124.75   sFT  0.99998304   -1 06 55.8
 GJ0748;UTM  14      - 4,058,084.347   420,444.049   MT  0.99967797   -0 31 53.8
 GJ0748
 GJ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0748!SPC OK N     -   0.99989642  x   0.99998304  =   0.99987946
 GJ0748!UTM  14      -   0.99989642  x   0.99967797  =   0.99957442
 GJ0748
 GJ0748:                Primary Azimuth Mark                     Grid Az
 GJ0748:SPC OK N     -  WELLS AZ MK                              182 33 35.6
 GJ0748:UTM  14      -  WELLS AZ MK                              181 58 33.6
 GJ0748
 GJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2044458084(NAD 83)
 GJ0748
 GJ0748|---------------------------------------------------------------------|
 GJ0748| PID    Reference Object                     Distance      Geod. Az  |
 GJ0748|                                                           dddmmss.s |
 GJ0748| CL3582 WELLS AZ MK                                        1812639.8 |
 GJ0748| GJ0747 LAVERNE PHILLIPS WATER TANK         APPROX. 0.6 KM 1975921.7 |
 GJ0748| CL3583 WELLS RM 1                           91.839 METERS 24223     |
 GJ0748| GJ0749 11 C 11 TT                           81.932 METERS 26126     |
 GJ0748| CL3584 WELLS RM 2                           83.265 METERS 28307     |
 GJ0748| GJ0746 LAVERNE MUNICIPAL WATER TANK        APPROX. 5.0 KM 3581002.2 |
 GJ0748|---------------------------------------------------------------------|
 GJ0748
 GJ0748                          SUPERSEDED SURVEY CONTROL
 GJ0748
 GJ0748  NAD 83(1993)-  36 39 54.14583(N)    099 53 24.81844(W) AD(       ) 1
 GJ0748  NAD 83(1986)-  36 39 54.15337(N)    099 53 24.80829(W) AD(       ) 1
 GJ0748  NAD 27      -  36 39 54.03500(N)    099 53 23.34950(W) AD(       ) 1
 GJ0748
 GJ0748.Superseded values are not recommended for survey control.
 GJ0748
 GJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0748.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0748
 GJ0748_MARKER: DS = TRIANGULATION STATION DISK
 GJ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0748_STAMPING: WELLS 1935
 GJ0748_MARK LOGO: CGS
 GJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0748+STABILITY: SURFACE MOTION
 GJ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0748+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2011
 GJ0748
 GJ0748  HISTORY     - Date     Condition        Report By
 GJ0748  HISTORY     - 1935     MONUMENTED       CGS
 GJ0748  HISTORY     - 1976     GOOD             NGS
 GJ0748  HISTORY     - 20110104 GOOD             INDIV
 GJ0748
 GJ0748                          STATION DESCRIPTION
 GJ0748
 GJ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GJ0748'STATION IS LOCATED IN NORTHWEST CORNER OF THE NORTHWEST QUARTER
 GJ0748'OF SEC. 10, T. 25 N., R. 25 W., ABOUT 3 MILES SOUTH OF LAVERNE
 GJ0748'AND 0.3 MILE NORTH OF PHILLIPS PIPE-LINE PUMPING STATION ON
 GJ0748'A SLIGHT RISE OR HUMP TO THE EAST SIDE OF THE ROAD IN A
 GJ0748'CULTIVATED FIELD.
 GJ0748'
 GJ0748'IT IS 356 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE OF
 GJ0748'EAST-AND-WEST ROAD, 265 FEET EAST OF EAST RIGHT-OF-WAY FENCE
 GJ0748'LINE OF NORTH-AND-SOUTH ROAD.  MARK IS SET ABOUT 14 FEET
 GJ0748'BELOW THE SURFACE OF THE GROUND.
 GJ0748'
 GJ0748'REACHED FROM LAVERNE RAILROAD DEPOT AT EAST SIDE OF TOWN BY
 GJ0748'GOING SOUTH 3.1 MILES TO TOP OF SMALL RIDGE AND STATION.
 GJ0748'
 GJ0748'REFERENCE MARK NO. 1 IS 91.839 METERS (301.31 FEET) WEST-SOUTHWEST
 GJ0748'OF STATION, 30 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD,
 GJ0748'ON EAST RIGHT-OF-WAY FENCE LINE AND PROJECTS ABOUT 4 INCHES
 GJ0748'ABOVE THE SURFACE OF THE GROUND.
 GJ0748'
 GJ0748'REFERENCE MARK NO. 2 IS 83.265 METERS (273.18 FEET) WEST-NORTHWEST
 GJ0748'OF STATION, 30 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD,
 GJ0748'2 FEET WEST OF EAST RIGHT-OF-WAY FENCE LINE AND PROJECTS
 GJ0748'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 GJ0748'
 GJ0748'AZIMUTH MARK IS APPROXIMATELY 2.0 MILES DIRECTLY SOUTH OF STATION,
 GJ0748'JUST NORTH OF A CUT IN THE HIGHWAY, 52 FEET EAST OF CENTERLINE
 GJ0748'OF NORTH-AND-SOUTH ROAD LEADING TO STATION, ON RIGHT-OF-WAY
 GJ0748'FENCE LINE AND PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF
 GJ0748'THE GROUND.
 GJ0748'
 GJ0748'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0748'BRONZE DISKS SET IN CONCRETE.
 GJ0748'
 GJ0748'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GJ0748
 GJ0748                          STATION RECOVERY (1976)
 GJ0748
 GJ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0748'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 GJ0748'IN GOOD CONDITION.  HOWEVER, REFERENCE MARKS NO. 1 AND NO. 2
 GJ0748'COULD NOT BE LOCATED AND ARE PRESUMABLY DESTROYED.
 GJ0748
 GJ0748                          STATION RECOVERY (2011)
 GJ0748
 GJ0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (DJ)
 GJ0748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0845 ***********************************************************************
 FJ0845  DESIGNATION -  WELLSTON MUNICIPAL TANK
 FJ0845  PID         -  FJ0845
 FJ0845  STATE/COUNTY-  OK/LINCOLN
 FJ0845  COUNTRY     -  US
 FJ0845  USGS QUAD   -  WELLSTON (2018)
 FJ0845
 FJ0845                         *CURRENT SURVEY CONTROL
 FJ0845  ______________________________________________________________________
 FJ0845* NAD 83(1993) POSITION- 35 41 20.77407(N) 097 03 54.03773(W)   ADJUSTED
 FJ0845  ______________________________________________________________________
 FJ0845  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 FJ0845  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 FJ0845  HORZ ORDER      -  THIRD
 FJ0845
 FJ0845.The horizontal coordinates were established by classical geodetic methods
 FJ0845.and adjusted by the National Geodetic Survey in November 1994.
 FJ0845
 FJ0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0845.GEOID18 height accuracy estimate available here.
 FJ0845
 FJ0845.Click photographs - Photos may exist for this station.
 FJ0845
 FJ0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0845
 FJ0845. The following values were computed from the NAD 83(1993) position.
 FJ0845
 FJ0845;                    North         East     Units Scale Factor Converg.
 FJ0845;SPC OK N     -    76,865.555   684,628.747   MT  0.99998003   +0 33 06.4
 FJ0845;SPC OK N     -   252,183.08  2,246,152.81   sFT  0.99998003   +0 33 06.4
 FJ0845;UTM  14      - 3,951,191.618   675,088.657   MT  0.99997778   +1 07 44.9
 FJ0845
 FJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7508851191(NAD 83)
 FJ0845
 FJ0845                          SUPERSEDED SURVEY CONTROL
 FJ0845
 FJ0845  NAD 83(1986)-  35 41 20.78222(N)    097 03 54.01927(W) AD(       ) 3
 FJ0845  NAD 27      -  35 41 20.56174(N)    097 03 52.91070(W) AD(       ) 3
 FJ0845
 FJ0845.Superseded values are not recommended for survey control.
 FJ0845
 FJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0845.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0845
 FJ0845_MARKER: 53 = ELEVATED TANK
 FJ0845
 FJ0845  HISTORY     - Date     Condition        Report By
 FJ0845  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ0845
 FJ0845                          STATION DESCRIPTION
 FJ0845
 FJ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0845'THE STATION IS THE BALL ATOP THE METAL TANK AT THE SOUTHWEST
 FJ0845'EDGE OF THE TOWN OF WELLSTON, AT THE WEST EDGE OF THE
 FJ0845'CONSOLIDATED SCHOOL YARD.  IT IS ELEVATED BY A FOUR LEGGED
 FJ0845'SKELETON FRAMEWORK APPROXIMATELY 120 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0656 ***********************************************************************
 EM0656  DESIGNATION -  WELSH
 EM0656  PID         -  EM0656
 EM0656  STATE/COUNTY-  OK/COMANCHE
 EM0656  COUNTRY     -  US
 EM0656  USGS QUAD   -  FORT SILL (2018)
 EM0656
 EM0656                         *CURRENT SURVEY CONTROL
 EM0656  ______________________________________________________________________
 EM0656* NAD 83(1993) POSITION- 34 43 27.98187(N) 098 24 35.43866(W)   ADJUSTED
 EM0656* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 EM0656  ______________________________________________________________________
 EM0656  GEOID HEIGHT    -        -25.826 (meters)                     GEOID18
 EM0656  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC18
 EM0656  HORZ ORDER      -  THIRD
 EM0656
 EM0656.The horizontal coordinates were established by classical geodetic methods
 EM0656.and adjusted by the National Geodetic Survey in November 1994.
 EM0656
 EM0656.The orthometric height was scaled from a topographic map.
 EM0656
 EM0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0656.GEOID18 height accuracy estimate available here.
 EM0656
 EM0656.Click photographs - Photos may exist for this station.
 EM0656
 EM0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0656
 EM0656. The following values were computed from the NAD 83(1993) position.
 EM0656
 EM0656;                    North         East     Units Scale Factor Converg.
 EM0656;SPC OK S     -   154,382.825   562,463.487   MT  0.99993893   -0 13 57.5
 EM0656;SPC OK S     -   506,504.32  1,845,348.96   sFT  0.99993893   -0 13 57.5
 EM0656;UTM  14      - 3,842,643.653   554,032.957   MT  0.99963598   +0 20 10.2
 EM0656
 EM0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0656!SPC OK S     -   0.99993890  x   0.99993893  =   0.99987783
 EM0656!UTM  14      -   0.99993890  x   0.99963598  =   0.99957490
 EM0656
 EM0656:                Primary Azimuth Mark                     Grid Az
 EM0656:SPC OK S     -  DODGE                                    117 56 39.6
 EM0656:UTM  14      -  DODGE                                    117 22 31.9
 EM0656
 EM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5403242643(NAD 83)
 EM0656
 EM0656|---------------------------------------------------------------------|
 EM0656| PID    Reference Object                     Distance      Geod. Az  |
 EM0656|                                                           dddmmss.s |
 EM0656| EM0606 DODGE                               APPROX. 6.9 KM 1174242.1 |
 EM0656|---------------------------------------------------------------------|
 EM0656
 EM0656                          SUPERSEDED SURVEY CONTROL
 EM0656
 EM0656  NAD 83(1986)-  34 43 27.98594(N)    098 24 35.42244(W) AD(       ) 3
 EM0656  NAD 27      -  34 43 27.74100(N)    098 24 34.22200(W) AD(       ) 3
 EM0656
 EM0656.Superseded values are not recommended for survey control.
 EM0656
 EM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0656.See file dsdata.pdf to determine how the superseded data were derived.
 EM0656
 EM0656_MARKER: I = METAL ROD
 EM0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0656+STABILITY: SURFACE MOTION
 EM0656
 EM0656  HISTORY     - Date     Condition        Report By
 EM0656  HISTORY     - 1945     MONUMENTED       USA
 EM0656
 EM0656                          STATION DESCRIPTION
 EM0656
 EM0656'DESCRIBED BY US ARMY 1945
 EM0656'ON THE SUMMIT OF ROCKY KNOB WHICH IS ELY PORTION OF WELSH
 EM0656'HILL AND ABOUT ONE MILE N OF APACHE GATE.  MARKED BY A ONE
 EM0656'INCH IRON PIPE EMBEDDED IN A CONCRETE BLOCK PROJECTING ABOUT 6
 EM0656'INCHES ABOVE THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0725 ***********************************************************************
 GH0725  DESIGNATION -  WEST
 GH0725  PID         -  GH0725
 GH0725  STATE/COUNTY-  OK/PAYNE
 GH0725  COUNTRY     -  US
 GH0725  USGS QUAD   -  STILLWATER SW (2018)
 GH0725
 GH0725                         *CURRENT SURVEY CONTROL
 GH0725  ______________________________________________________________________
 GH0725* NAD 83(1993) POSITION- 36 03 49.76310(N) 097 14 55.22281(W)   ADJUSTED
 GH0725* NAVD 88 ORTHO HEIGHT -   358.    (meters)     1175.    (feet) SCALED
 GH0725  ______________________________________________________________________
 GH0725  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 GH0725  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 GH0725  HORZ ORDER      -  FIRST
 GH0725
 GH0725.The horizontal coordinates were established by classical geodetic methods
 GH0725.and adjusted by the National Geodetic Survey in November 1994.
 GH0725
 GH0725.The orthometric height was scaled from a topographic map.
 GH0725
 GH0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0725.GEOID18 height accuracy estimate available here.
 GH0725
 GH0725.Click photographs - Photos may exist for this station.
 GH0725
 GH0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0725
 GH0725. The following values were computed from the NAD 83(1993) position.
 GH0725
 GH0725;                    North         East     Units Scale Factor Converg.
 GH0725;SPC OK N     -   118,295.884   667,683.526   MT  0.99994704   +0 26 36.2
 GH0725;SPC OK N     -   388,109.08  2,190,558.37   sFT  0.99994704   +0 26 36.2
 GH0725;UTM  14      - 3,992,446.699   657,723.263   MT  0.99990653   +1 01 52.3
 GH0725
 GH0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0725!SPC OK N     -   0.99994820  x   0.99994704  =   0.99989524
 GH0725!UTM  14      -   0.99994820  x   0.99990653  =   0.99985473
 GH0725
 GH0725:                Primary Azimuth Mark                     Grid Az
 GH0725:SPC OK N     -  WEST AZ MK                               196 20 05.6
 GH0725:UTM  14      -  WEST AZ MK                               195 44 49.5
 GH0725
 GH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE5772392446(NAD 83)
 GH0725
 GH0725|---------------------------------------------------------------------|
 GH0725| PID    Reference Object                     Distance      Geod. Az  |
 GH0725|                                                           dddmmss.s |
 GH0725| CL5777 WEST RM 1                            23.900 METERS 07825     |
 GH0725| CL5776 WEST AZ MK                                         1964641.8 |
 GH0725| GH0730 MULHALL MUNICIPAL TANK              APPROX.14.0 KM 2710759.6 |
 GH0725| CL5778 WEST RM 2                            37.893 METERS 33344     |
 GH0725|---------------------------------------------------------------------|
 GH0725
 GH0725                          SUPERSEDED SURVEY CONTROL
 GH0725
 GH0725  NAD 83(1986)-  36 03 49.77207(N)    097 14 55.20755(W) AD(       ) 1
 GH0725  NAD 27      -  36 03 49.60278(N)    097 14 54.08036(W) AD(       ) 1
 GH0725
 GH0725.Superseded values are not recommended for survey control.
 GH0725
 GH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0725.See file dsdata.pdf to determine how the superseded data were derived.
 GH0725
 GH0725_MARKER: DS = TRIANGULATION STATION DISK
 GH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0725_STAMPING: WEST 1938
 GH0725_MARK LOGO: CGS
 GH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0725+STABILITY: SURFACE MOTION
 GH0725
 GH0725  HISTORY     - Date     Condition        Report By
 GH0725  HISTORY     - 1938     MONUMENTED       CGS
 GH0725  HISTORY     - 1954     GOOD             CGS
 GH0725  HISTORY     - 1961     GOOD             CGS
 GH0725
 GH0725                          STATION DESCRIPTION
 GH0725
 GH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0725'ABOUT 2 MILES WEST-SOUTHWEST OF MARENA AND 11 MILES SOUTHWEST
 GH0725'OF STILLWATER, IN THE SOUTHEAST QUARTER OF SEC. 1, T. 18 N., R. 1
 GH0725'W., ON THE PROPERTY OF ALFRED WEST.  IT IS ABOUT 150 YARDS
 GH0725'SOUTH OF AN EAST-WEST 1/2-SECTION-LINE FENCE, 1/2 MILE
 GH0725'NORTHEAST OF MR. WESTS HOME, IN A SMALL CLEARING ON THE HIGHEST
 GH0725'PART OF AN EVERGREEN TREE-TOPPED HILL.
 GH0725'
 GH0725'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY
 GH0725'51 IN STILLWATER, GO WEST ON STATE HIGHWAY 51 FOR 8.6 MILES
 GH0725'TO A SMALL CONOCO SERVICE STATION, THENCE LEFT (SOUTH) FOR
 GH0725'1.0 MILE, THENCE RIGHT (WEST) FOR 1.0 MILE, THENCE LEFT (SOUTH)
 GH0725'1.0 MILE, TURN RIGHT (WEST) AND GO 1.3 MILES THENCE RIGHT (NORTH)
 GH0725'0.1 MILE TO WESTS HOUSE, CONTINUE NORTH PAST THE HOUSE FOR
 GH0725'0.3 MILE, THENCE RIGHT, EAST, FOR 0.3 MILE TO TOP OF HILL
 GH0725'AND STATION.
 GH0725'
 GH0725'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GH0725'BRONZE DISKS IN CONCRETE.
 GH0725'
 GH0725'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 GH0725
 GH0725                          STATION RECOVERY (1954)
 GH0725
 GH0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 GH0725'THE STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1938
 GH0725'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A DISCREPANCY OF
 GH0725'0.057 METERS WAS NOTED IN THE MEASUREMENT TO R.M. NO. 2.
 GH0725'
 GH0725'ADDITIONAL NOTES FOLLOW-
 GH0725'
 GH0725'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. H.C. KELLETT AND
 GH0725'LEASED TO MR. CHESTER DRY.  IT IS 9 MILES EAST OF MULHALL
 GH0725'AND 7 MILES NORTH OF COYLE.
 GH0725'
 GH0725'REACHED FROM THE POST OFFICE IN COYLE BY GOING NORTHEAST
 GH0725'ON STATE HIGHWAY 33 FOR 1.3 MILES TO A CROSSROAD JUST AFTER
 GH0725'CROSSING A BRIDGE OVER THE CIMARRON RIVER.  TURN LEFT, NORTH,
 GH0725'AND GO 6.0 MILES TO A CROSSROAD.  TURN LEFT, WEST, AND GO 6.0
 GH0725'MILES TO A CROSSROAD.  TURN LEFT, WEST, AND GO 1.25
 GH0725'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 GH0725'AHEAD FOR 0.05 MILE TO A LANE LEADING TO MR. KELLOTTS FARMHOUSE
 GH0725'ON THE RIGHT.  TURN RIGHT, PASSING TO THE WEST OF THE
 GH0725'FARMHOUSE, AND FOLLOW A FIELD ROAD NORTH AND EAST FOR 0.3 MILE
 GH0725'TO THE STATION ON TOP OF A PROMINENT RISE.
 GH0725'
 GH0725'THE STATION MARK IS 4 FEET NORTHWEST OF A WITNESS POST AND
 GH0725'PROJECTS 6 INCHES.  THE DISK IS STAMPED WEST 1938.
 GH0725'
 GH0725'REFERENCE MARK NO. 1, EAST OF THE STATION, PROJECTS 7 INCHES.
 GH0725'THE DISK IS STAMPED WEST NO 1 1938.
 GH0725'
 GH0725'REFERENCE MARK NO. 2, NORTH OF THE STATION, PROJECTS 4 INCHES.
 GH0725'THE DISK IS STAMPED WEST NO 2 1938.
 GH0725'
 GH0725'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE SOUTH-SOUTHWEST OF
 GH0725'THE STATION, IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 GH0725'GRADED ROAD, 2 FEET EAST OF A WITNESS POST, AND PROJECTS 6
 GH0725'INCHES.  THE DISK IS STAMPED WEST 1938.
 GH0725'
 GH0725'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GH0725
 GH0725                          STATION RECOVERY (1961)
 GH0725
 GH0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GS)
 GH0725'STATION AND ALL REFERENCE MARKS, INCLUDING AZIMUTH MARK,
 GH0725'WERE RECOVERED IN GOOD CONDITION.
 GH0725'
 GH0725'FIRST PARAGRAPH OF DESCRIPTION ADEQUATE EXCEPT LAND IS NOW
 GH0725'LEASED TO MR. CHESTER DRY.
 GH0725'
 GH0725'NEW DIRECTIONS FOR REACHING THE STATION ARE AS FOLLOWS- FROM
 GH0725'THE INTERSECTION OF MAIN ST. AND STATE HIGHWAY 51 IN STILLWATER,
 GH0725'GO WEST ON STATE HIGHWAY 51 FOR 8.7 MILES TO JUNCTION OF
 GH0725'STATE HIGHWAY 51-C, CONTINUE WEST ON HIGHWAY 51 FOR 0.5 MILE.
 GH0725'TURN LEFT (SOUTH) ON A GRAVEL ROAD, GO 2.0 MILES, TURN RIGHT
 GH0725'(WEST) GO 1.0 MILE, TURN LEFT FOR 1.0 MILE, TURN RIGHT (WEST)
 GH0725'FOR 1.3 MILES, AND THEN RIGHT (NORTH) FOR 0.1 MILE TO DRYS
 GH0725'HOUSE.  CONTINUE NORTH PAST THE HOUSE FOR 0.3 MILE, RIGHT FOR 0.3
 GH0725'MILE TO TOP OF HILL AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0508 ***********************************************************************
 EM0508  DESIGNATION -  WEST AXIS
 EM0508  PID         -  EM0508
 EM0508  STATE/COUNTY-  OK/GREER
 EM0508  COUNTRY     -  US
 EM0508  USGS QUAD   -  MANGUM SOUTH (2018)
 EM0508
 EM0508                         *CURRENT SURVEY CONTROL
 EM0508  ______________________________________________________________________
 EM0508* NAD 83(1986) POSITION- 34 49 02.     (N) 099 35 25.     (W)   SCALED
 EM0508* NAVD 88 ORTHO HEIGHT -   510.652 (meters)     1675.36  (feet) ADJUSTED
 EM0508  ______________________________________________________________________
 EM0508  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 EM0508  DYNAMIC HEIGHT  -        510.105 (meters)     1673.57  (feet) COMP
 EM0508  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EM0508
 EM0508  VERT ORDER      -  SECOND    CLASS 0
 EM0508
 EM0508.The horizontal coordinates were scaled from a map and have
 EM0508.an estimated accuracy of +/- 6 seconds.
 EM0508
 EM0508.The orthometric height was determined by differential leveling and
 EM0508.adjusted by the NATIONAL GEODETIC SURVEY
 EM0508.in June 1991.
 EM0508
 EM0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0508.GEOID18 height accuracy estimate available here.
 EM0508
 EM0508.Click photographs - Photos may exist for this station.
 EM0508
 EM0508.The dynamic height is computed by dividing the NAVD 88
 EM0508.geopotential number by the normal gravity value computed on the
 EM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0508.degrees latitude (g = 980.6199 gals.).
 EM0508
 EM0508.The modeled gravity was interpolated from observed gravity values.
 EM0508
 EM0508;                    North         East    Units  Estimated Accuracy
 EM0508;SPC OK S     -   165,750.      454,520.      MT  (+/- 180 meters Scaled)
 EM0508
 EM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD460529(NAD 83)
 EM0508
 EM0508                          SUPERSEDED SURVEY CONTROL
 EM0508
 EM0508  NGVD 29 (??/??/92)  510.443  (m)         1674.68   (f) ADJ UNCH    2 0
 EM0508
 EM0508.Superseded values are not recommended for survey control.
 EM0508
 EM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0508.See file dsdata.pdf to determine how the superseded data were derived.
 EM0508
 EM0508_MARKER: DD = SURVEY DISK
 EM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0508_MARK LOGO: USACE
 EM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0508+STABILITY: SURFACE MOTION
 EM0508
 EM0508  HISTORY     - Date     Condition        Report By
 EM0508  HISTORY     - UNK      MONUMENTED       USACE
 EM0508  HISTORY     - 1961     GOOD             CGS
 EM0508
 EM0508                          STATION DESCRIPTION
 EM0508
 EM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0508'7.8 MI SW FROM MANGUM.
 EM0508'THE MARK IS LOCATED ON MISSILE SITE RUSSELL 8, IT IS THE WEST AXIS
 EM0508'MARK FOR THE SILO AND IS WEST OF THE SILO NEAR THE WEST BOUNDARY
 EM0508'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM1013 ***********************************************************************
 EM1013  DESIGNATION -  WESTERN FARMERS ELEC RAD MAST
 EM1013  PID         -  EM1013
 EM1013  STATE/COUNTY-  OK/GREER
 EM1013  COUNTRY     -  US
 EM1013  USGS QUAD   -  MANGUM SOUTH (2018)
 EM1013
 EM1013                         *CURRENT SURVEY CONTROL
 EM1013  ______________________________________________________________________
 EM1013* NAD 83(1993) POSITION- 34 49 13.78729(N) 099 32 22.96520(W)   ADJUSTED
 EM1013  ______________________________________________________________________
 EM1013  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 EM1013  LAPLACE CORR    -          4.22  (seconds)                    DEFLEC18
 EM1013  HORZ ORDER      -  THIRD
 EM1013
 EM1013.The horizontal coordinates were established by classical geodetic methods
 EM1013.and adjusted by the National Geodetic Survey in November 1994.
 EM1013
 EM1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM1013.GEOID18 height accuracy estimate available here.
 EM1013
 EM1013.Click photographs - Photos may exist for this station.
 EM1013
 EM1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM1013
 EM1013. The following values were computed from the NAD 83(1993) position.
 EM1013
 EM1013;                    North         East     Units Scale Factor Converg.
 EM1013;SPC OK S     -   166,036.482   459,149.490   MT  0.99994442   -0 52 26.3
 EM1013;SPC OK S     -   544,738.02  1,506,392.95   sFT  0.99994442   -0 52 26.3
 EM1013;UTM  14      - 3,853,269.842   450,642.770   MT  0.99963002   -0 18 29.5
 EM1013
 EM1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5064253269(NAD 83)
 EM1013
 EM1013                          SUPERSEDED SURVEY CONTROL
 EM1013
 EM1013  NAD 83(1986)-  34 49 13.79294(N)    099 32 22.95888(W) AD(       ) 3
 EM1013  NAD 27      -  34 49 13.57700(N)    099 32 21.63400(W) AD(       ) 3
 EM1013
 EM1013.Superseded values are not recommended for survey control.
 EM1013
 EM1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1013.See file dsdata.pdf to determine how the superseded data were derived.
 EM1013
 EM1013_MARKER: 42 = RADIO/TV MAST
 EM1013
 EM1013  HISTORY     - Date     Condition        Report By
 EM1013  HISTORY     - 1961     FIRST OBSERVED   CGS
 EM1013
 EM1013                          STATION DESCRIPTION
 EM1013
 EM1013'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0651 ***********************************************************************
 GH0651  DESIGNATION -  WESTON
 GH0651  PID         -  GH0651
 GH0651  STATE/COUNTY-  OK/KAY
 GH0651  COUNTRY     -  US
 GH0651  USGS QUAD   -  NEWKIRK SW (2018)
 GH0651
 GH0651                         *CURRENT SURVEY CONTROL
 GH0651  ______________________________________________________________________
 GH0651* NAD 83(1997) POSITION- 36 48 43.08658(N) 097 11 53.34065(W)   ADJUSTED
 GH0651* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 GH0651  ______________________________________________________________________
 GH0651  GEOID HEIGHT    -        -28.880 (meters)                     GEOID18
 GH0651  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 GH0651  HORZ ORDER      -  FIRST
 GH0651
 GH0651.The horizontal coordinates were established by classical geodetic methods
 GH0651.and adjusted by the National Geodetic Survey in October 1998.
 GH0651
 GH0651.The orthometric height was scaled from a topographic map.
 GH0651
 GH0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0651.GEOID18 height accuracy estimate available here.
 GH0651
 GH0651.Click photographs - Photos may exist for this station.
 GH0651
 GH0651.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0651
 GH0651. The following values were computed from the NAD 83(1997) position.
 GH0651
 GH0651;                    North         East     Units Scale Factor Converg.
 GH0651;SPC OK N     -   201,345.997   671,549.159   MT  1.00000858   +0 28 23.6
 GH0651;SPC OK N     -   660,582.66  2,203,240.87   sFT  1.00000858   +0 28 23.6
 GH0651;UTM  14      - 4,075,528.332   660,722.960   MT  0.99991824   +1 04 47.6
 GH0651
 GH0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0651!SPC OK N     -   0.99995241  x   1.00000858  =   0.99996099
 GH0651!UTM  14      -   0.99995241  x   0.99991824  =   0.99987066
 GH0651
 GH0651:                Primary Azimuth Mark                     Grid Az
 GH0651:SPC OK N     -  WESTON AZ MK                             259 03 19.4
 GH0651:UTM  14      -  WESTON AZ MK                             258 26 55.4
 GH0651
 GH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF6072275528(NAD 83)
 GH0651
 GH0651|---------------------------------------------------------------------|
 GH0651| PID    Reference Object                     Distance      Geod. Az  |
 GH0651|                                                           dddmmss.s |
 GH0651| CL5780 WESTON RM 1                          13.024 METERS 03344     |
 GH0651| CL5779 WESTON AZ MK                                       2593143.0 |
 GH0651| CL5781 WESTON RM 2                          16.840 METERS 26457     |
 GH0651|---------------------------------------------------------------------|
 GH0651
 GH0651                          SUPERSEDED SURVEY CONTROL
 GH0651
 GH0651  NAD 83(1993)-  36 48 43.08739(N)    097 11 53.33957(W) AD(       ) 1
 GH0651  NAD 83(1986)-  36 48 43.09742(N)    097 11 53.32981(W) AD(       ) 1
 GH0651  NAD 27      -  36 48 42.97895(N)    097 11 52.18196(W) AD(       ) 1
 GH0651
 GH0651.Superseded values are not recommended for survey control.
 GH0651
 GH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0651.See file dsdata.pdf to determine how the superseded data were derived.
 GH0651
 GH0651_MARKER: DS = TRIANGULATION STATION DISK
 GH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0651_STAMPING: WESTON 1958
 GH0651_MARK LOGO: CGS
 GH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0651+STABILITY: SURFACE MOTION
 GH0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0651+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2012
 GH0651
 GH0651  HISTORY     - Date     Condition        Report By
 GH0651  HISTORY     - 1958     MONUMENTED       CGS
 GH0651  HISTORY     - 1963     GOOD             CGS
 GH0651  HISTORY     - 20120330 GOOD             INDIV
 GH0651
 GH0651                          STATION DESCRIPTION
 GH0651
 GH0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH0651'STATION IS ABOUT 4-3/4 MILES EAST OF BLACKWELL, IN SOUTHEAST
 GH0651'1/4 OF SECTION 16, T 27 N, R 1 E, AND ON SCHOOL OWNED PROPERTY
 GH0651'OCCUPIED BY MR. MARTIN TIEMAN.
 GH0651'
 GH0651'STATION IS REACHED FROM THE FIRST NATIONAL BANK IN BLACKWELL BY
 GH0651'GOING EAST AND NORTH ON STATE HIGHWAY 11 FOR 1.5 MILES TO WHERE
 GH0651'THE HIGHWAY TURNS EAST AND A SURFACED ROAD CONTINUES STRAIGHT
 GH0651'AHEAD, TURN RIGHT, EAST, ON HIGHWAY 11 FOR 3.3 MILES TO THE
 GH0651'AZIMUTH MARK ON THE RIGHT, CONTINUE 0.3 MILE TO A PRIVATE
 GH0651'DRIVEWAY AND FARMHOUSE ON THE LEFT, TURN LEFT AND FOLLOW
 GH0651'DRIVEWAY 0.05 MILE TO THE HOUSE ON THE LEFT AND STATION ON
 GH0651'THE RIGHT.
 GH0651'
 GH0651'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE,
 GH0651'CONCRETE POSTS.
 GH0651'
 GH0651'STATION MARKS ARE STAMPED WESTON 1958 AND THE SURFACE MARK
 GH0651'PROJECTS 1 INCH.  IT IS 76 FEET EAST OF THE SOUTHEAST CORNER OF
 GH0651'THE FARMHOUSE, 36 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GH0651'SMALL MILKHOUSE, 43 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 GH0651'OF THE MILKHOUSE, 32 FEET EAST OF THE CENTER OF THE DRIVEWAY
 GH0651'AND 27 FEET NORTHEAST OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE
 GH0651'WITNESS POST WAS SET 14 FEET SOUTHEAST OF THE MARK.  THE
 GH0651'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 GH0651'30 INCHES BELOW THE GROUND SURFACE.
 GH0651'
 GH0651'REFERENCE MARK 1 IS STAMPED WESTON NO 1 1958 AND IS FLUSH WITH
 GH0651'THE SURFACE OF THE GROUND.  IT IS 105 FEET EAST OF THE SOUTHEAST
 GH0651'CORNER OF THE FARMHOUSE AND 1 FOOT SOUTH OF THE SOUTHEAST
 GH0651'CORNER OF THE MILKHOUSE.
 GH0651'
 GH0651'REFERENCE MARK 2 IS STAMPED WESTON NO 2 1958 AND IS FLUSH
 GH0651'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET SOUTHEAST
 GH0651'OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 24 FEET WEST OF
 GH0651'THE CENTER OF THE DRIVEWAY AND 40 FEET NORTHWEST OF THE
 GH0651'POWERLINE POLE.
 GH0651'
 GH0651'AZIMUTH MARK IS STAMPED WESTON 1958 AND PROJECTS 6 INCHES.
 GH0651'IT IS 33 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT NORTH
 GH0651'OF AN EAST-WEST ROAD RIGHT-OF-WAY FENCE AND 1 FOOT EAST
 GH0651'OF A TELEPHONE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 GH0651'SET 1 FOOT WEST OF THE MARK.
 GH0651'
 GH0651'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH0651
 GH0651                          STATION RECOVERY (1963)
 GH0651
 GH0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0651'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GH0651'WERE RECOVERED AS DESCRIBED.
 GH0651
 GH0651                          STATION RECOVERY (2012)
 GH0651
 GH0651'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012
 GH0651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1357 ***********************************************************************
 FJ1357  PACS        -  This is a Primary Airport Control Station.
 FJ1357  DESIGNATION -  WESTPORT
 FJ1357  PID         -  FJ1357
 FJ1357  STATE/COUNTY-  OK/CLEVELAND
 FJ1357  COUNTRY     -  US
 FJ1357  USGS QUAD   -  NORMAN (2018)
 FJ1357
 FJ1357                         *CURRENT SURVEY CONTROL
 FJ1357  ______________________________________________________________________
 FJ1357* NAD 83(2011) POSITION- 35 14 07.08775(N) 097 28 27.95815(W)   ADJUSTED
 FJ1357* NAD 83(2011) ELLIP HT-   329.930 (meters)        (06/27/12)   ADJUSTED
 FJ1357* NAD 83(2011) EPOCH   -  2010.00
 FJ1357* NAVD 88 ORTHO HEIGHT -   356.504 (meters)     1169.63  (feet) ADJUSTED
 FJ1357  ______________________________________________________________________
 FJ1357  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 FJ1357  NAD 83(2011) X  -   -678,475.190 (meters)                     COMP
 FJ1357  NAD 83(2011) Y  - -5,171,361.620 (meters)                     COMP
 FJ1357  NAD 83(2011) Z  -  3,659,410.467 (meters)                     COMP
 FJ1357  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 FJ1357  DYNAMIC HEIGHT  -        356.158 (meters)     1168.49  (feet) COMP
 FJ1357  MODELED GRAVITY -    979,652.7   (mgal)                       NAVD 88
 FJ1357
 FJ1357  VERT ORDER      -  FIRST     CLASS II
 FJ1357
 FJ1357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ1357  Standards:
 FJ1357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ1357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ1357  -------------------------------------------------------------------
 FJ1357  NETWORK    0.95   1.59           0.42   0.35   0.81     -0.00565231
 FJ1357  -------------------------------------------------------------------
 FJ1357  Click here for local accuracies and other accuracy information.
 FJ1357
 FJ1357.This mark is at Univ Of Oklahoma Westheimer Airport (OUN)
 FJ1357
 FJ1357.The horizontal coordinates were established by GPS observations
 FJ1357.and adjusted by the National Geodetic Survey in June 2012.
 FJ1357
 FJ1357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ1357.been affixed to the stable North American tectonic plate. See 
 FJ1357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ1357
 FJ1357.The horizontal coordinates are valid at the epoch date displayed above
 FJ1357.which is a decimal equivalence of Year/Month/Day.
 FJ1357
 FJ1357.The orthometric height was determined by differential leveling and
 FJ1357.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1357.in August 1994.
 FJ1357
 FJ1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1357.GEOID18 height accuracy estimate available here.
 FJ1357
 FJ1357.Click photographs - Photos may exist for this station.
 FJ1357
 FJ1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ1357
 FJ1357.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1357
 FJ1357.The ellipsoidal height was determined by GPS observations
 FJ1357.and is referenced to NAD 83.
 FJ1357
 FJ1357.The dynamic height is computed by dividing the NAVD 88
 FJ1357.geopotential number by the normal gravity value computed on the
 FJ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1357.degrees latitude (g = 980.6199 gals.).
 FJ1357
 FJ1357.The modeled gravity was interpolated from observed gravity values.
 FJ1357
 FJ1357. The following values were computed from the NAD 83(2011) position.
 FJ1357
 FJ1357;                    North         East     Units Scale Factor Converg.
 FJ1357;SPC OK S     -   211,104.290   647,840.118   MT  1.00000039   +0 17 54.0
 FJ1357;SPC OK S     -   692,597.99  2,125,455.45   sFT  1.00000039   +0 17 54.0
 FJ1357;UTM  14      - 3,900,204.054   638,816.372   MT  0.99983748   +0 52 49.1
 FJ1357
 FJ1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1357!SPC OK S     -   0.99994822  x   1.00000039  =   0.99994861
 FJ1357!UTM  14      -   0.99994822  x   0.99983748  =   0.99978570
 FJ1357
 FJ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3881600204(NAD 83)
 FJ1357
 FJ1357                          SUPERSEDED SURVEY CONTROL
 FJ1357
 FJ1357  NAD 83(2007)-  35 14 07.08815(N)    097 28 27.95846(W) AD(2002.00) 0
 FJ1357  ELLIP H (02/10/07)  329.953  (m)                       GP(2002.00)    
 FJ1357  NAD 83(1993)-  35 14 07.08805(N)    097 28 27.95846(W) AD(       ) B
 FJ1357  ELLIP H (02/23/05)  329.954  (m)                       GP(       ) 4 1
 FJ1357  NAD 83(1993)-  35 14 07.08698(N)    097 28 27.95716(W) AD(       ) 2
 FJ1357  ELLIP H (11/28/94)  329.884  (m)                       GP(       ) 5 1
 FJ1357  NAD 83(1986)-  35 14 07.09320(N)    097 28 27.94147(W) AD(       ) 2
 FJ1357  NAVD 88             356.50   (m)         1169.6    (f) LEVELING    3  
 FJ1357  NGVD 29 (11/30/89)  356.39   (m)  RAPSU86  model used  GPS OBS        
 FJ1357
 FJ1357.Superseded values are not recommended for survey control.
 FJ1357
 FJ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1357.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1357
 FJ1357_MARKER: I = METAL ROD
 FJ1357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FJ1357_STAMPING: WESTPORT 1989
 FJ1357_MARK LOGO: NGS
 FJ1357_PROJECTION: FLUSH
 FJ1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1357+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 FJ1357_ROD/PIPE-DEPTH: 3.0 meters
 FJ1357_SLEEVE-DEPTH  : 1.0 meters
 FJ1357
 FJ1357  HISTORY     - Date     Condition        Report By
 FJ1357  HISTORY     - 1989     MONUMENTED       NGS
 FJ1357  HISTORY     - 19940120 GOOD             NGS
 FJ1357  HISTORY     - 20041115 GOOD             WOOLPT
 FJ1357
 FJ1357                          STATION DESCRIPTION
 FJ1357
 FJ1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 FJ1357'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTHWEST OF NORMAN, AT
 FJ1357'THE NORMAN/MAX WESTHIEMER AIRPARK, ALONG THE SOUTHWEST SIDE AND NEAR
 FJ1357'THE SOUTHEAST END OF A CONNECTING TAXIWAY FOR THE SOUTHWEST END OF
 FJ1357'RUNWAY 03-21.  OWNERSHIP---UNIVERSITY OF OKLAHOMA, C/O AIRPORT MANAGER
 FJ1357'GEORGE HARGETT, 1700 LEXINGTON AVENUE, NORMAN OK 73069.  PHONE NUMBER
 FJ1357'(405) 325-7233.
 FJ1357'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT
 FJ1357'110B) AND ROBINSON STREET IN NORTHWEST NORMAN, GO EAST ON ROBINSON
 FJ1357'STREET FOR 2.7 KM (1.70 MI) TO A PAVED STREET ON THE LEFT.  TURN LEFT
 FJ1357'AND GO NORTH FOR 0.6 KM (0.35 MI) ON NEWTON DRIVE TO A PAVED ROAD
 FJ1357'LEFT.  TURN LEFT AND GO WEST THEN NORTHWEST FOR 1.2 KM (0.75 MI) ON
 FJ1357'WESTHIEMER DRIVE TO A CROSSROAD (LEXINGTON STREET) AND THE AIRPORT
 FJ1357'OFFICE ON THE LEFT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI)
 FJ1357'ON GODDARD AVENUE TO A PAVED DRIVE ON THE LEFT.  TURN LEFT AND GO
 FJ1357'NORTHWEST FOR 0.1 KM (0.05 MI) ON THE DRIVE AND ACROSS A PARKING AREA
 FJ1357'PASSING BETWEEN A HANGAR AND THE AMNE RESEARCH CENTER TO AN APRON.
 FJ1357'TURN LEFT AND GO SOUTHWEST FOR 1.0 KM (0.60 MI) ACROSS THE APRON AND
 FJ1357'ON THE EASTERN MOST ONE OF TWO PARALLEL TAXIWAYS (WHICH IS CLOSED) TO
 FJ1357'A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 35 METERS
 FJ1357'ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT IN A LARGE GRASSY
 FJ1357'AREA.
 FJ1357'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 FJ1357'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.0 METERS IN A GREASE
 FJ1357'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 FJ1357'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 FJ1357'43.9 M (144.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE WESTERN
 FJ1357'MOST ONE OF TWO PARALLEL TAXIWAYS, 39.5 M (129.6 FT) WEST-NORTHWEST
 FJ1357'FROM THE CENTER OF THE SOUTHWEST END OF THE EAST ONE OF TWO PARALLEL
 FJ1357'TAXIWAYS, AND 17.3 M (56.8 FT) SOUTHWEST FROM THE CENTER OF A
 FJ1357'CONNECTING TAXIWAY.
 FJ1357'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 FJ1357
 FJ1357                          STATION RECOVERY (1994)
 FJ1357
 FJ1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ1357'0.6 KM (0.35 MI) NORTHEASTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ1357'IN NORMAN, THENCE 3.9 KM (2.40 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ1357'THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG GODDARD AVENUE, THENCE
 FJ1357'0.1 KM (0.05 MI) NORTHWESTERLY ACROSS A PARKING AREA BETWEEN A HANGAR
 FJ1357'AND THE AMNE RESEARCH BUILDING, THENCE 1.0 KM (0.60 MI) SOUTHWESTERLY
 FJ1357'ACROSS AN APRON AND ALONG AN ABANDONED TAXIWAY PARALLELING THE ACTIVE
 FJ1357'TAXIWAY, 43.9 M (144.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FJ1357'ACTIVE TAXIWAY, 37.8 M (124.0 FT) NORTHWEST OF THE EXTENDED
 FJ1357'CENTERLINE OF THE ABANDONED TAXIWAY, AND 17.3 M (56.8 FT) SOUTHWEST
 FJ1357'OF AND LEVEL WITH THE CENTERLINE OF A CONNECTING TAXIWAY.  NOTE--THE
 FJ1357'MONUMENT IS ON PROPERTY OWNED BY THE MAX WESTHEIMER AIRPORT, 1700
 FJ1357'LEXINGTON AVENUE, NORMAN, OK 73069, CONTACT--PAULINE
 FJ1357'RICHARDSON--MANAGER, TELEPHONE NUMBER (405) 325-7233.  ACCESS TO THE
 FJ1357'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 FJ1357'MEET THE SPECIFICATIONS FOR CLASS A MARK.
 FJ1357
 FJ1357                          STATION RECOVERY (2004)
 FJ1357
 FJ1357'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 FJ1357'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FJ1357'
 FJ1357'NOTE--THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 FJ1357'STATION.
 FJ1357'
 FJ1357'NOTE2--THE AIRPORT MANAGER HAS SINCE CHANGED AS PER PREVIOUS
 FJ1357'DESCRIPTION. THE CURRENT MANAGER IS WALT STRONG, THE ADDRESS AND PHONE
 FJ1357'NUMBER HAS NOT CHANGED. CONTACT THE AIRPORT MANAGER AT LEAST 48 HOURS
 FJ1357'IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1202 ***********************************************************************
 FJ1202  DESIGNATION -  WEWOKA
 FJ1202  PID         -  FJ1202
 FJ1202  STATE/COUNTY-  OK/SEMINOLE
 FJ1202  COUNTRY     -  US
 FJ1202  USGS QUAD   -  WEWOKA WEST (2018)
 FJ1202
 FJ1202                         *CURRENT SURVEY CONTROL
 FJ1202  ______________________________________________________________________
 FJ1202* NAD 83(1993) POSITION- 35 08 18.41719(N) 096 30 02.59878(W)   ADJUSTED
 FJ1202* NAVD 88 ORTHO HEIGHT -   290.    (meters)      951.    (feet) SCALED
 FJ1202  ______________________________________________________________________
 FJ1202  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 FJ1202  LAPLACE CORR    -         -4.69  (seconds)                    DEFLEC18
 FJ1202  HORZ ORDER      -  FIRST
 FJ1202
 FJ1202.The horizontal coordinates were established by classical geodetic methods
 FJ1202.and adjusted by the National Geodetic Survey in November 1994.
 FJ1202
 FJ1202.The orthometric height was scaled from a topographic map.
 FJ1202
 FJ1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1202.GEOID18 height accuracy estimate available here.
 FJ1202
 FJ1202.Click photographs - Photos may exist for this station.
 FJ1202
 FJ1202.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1202
 FJ1202. The following values were computed from the NAD 83(1993) position.
 FJ1202
 FJ1202;                    North         East     Units Scale Factor Converg.
 FJ1202;SPC OK S     -   201,249.275   736,628.025   MT  0.99998262   +0 51 03.7
 FJ1202;SPC OK S     -   660,265.33  2,416,753.78   sFT  0.99998262   +0 51 03.7
 FJ1202;UTM  14      - 3,891,256.162   727,703.028   MT  1.00023904   +1 26 20.7
 FJ1202
 FJ1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1202!SPC OK S     -   0.99995881  x   0.99998262  =   0.99994143
 FJ1202!UTM  14      -   0.99995881  x   1.00023904  =   1.00019784
 FJ1202
 FJ1202:                Primary Azimuth Mark                     Grid Az
 FJ1202:SPC OK S     -  HOLDENVILLE MUNICIPAL TANK               131 26 37.0
 FJ1202:UTM  14      -  HOLDENVILLE MUNICIPAL TANK               130 51 20.0
 FJ1202
 FJ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2770391256(NAD 83)
 FJ1202
 FJ1202|---------------------------------------------------------------------|
 FJ1202| PID    Reference Object                     Distance      Geod. Az  |
 FJ1202|                                                           dddmmss.s |
 FJ1202| FJ1191 WEWOKA MUNICIPAL TANK               APPROX. 1.3 KM 0241614.6 |
 FJ1202| CI3597 WEWOKA RM 1                          29.117 METERS 02812     |
 FJ1202| CI3596 WEWOKA AZ MK                                       0904106.4 |
 FJ1202| FJ1190 HOLDENVILLE MUNICIPAL TANK          APPROX. 8.6 KM 1321740.7 |
 FJ1202| CI3598 WEWOKA RM 2                          28.010 METERS 28757     |
 FJ1202| FJ1219 SEMINOLE SQUAT MUNICIPAL TANK       APPROX.18.3 KM 3000241.0 |
 FJ1202|---------------------------------------------------------------------|
 FJ1202
 FJ1202                          SUPERSEDED SURVEY CONTROL
 FJ1202
 FJ1202  NAD 83(1986)-  35 08 18.41663(N)    096 30 02.58212(W) AD(       ) 1
 FJ1202  NAD 27      -  35 08 18.14200(N)    096 30 01.53400(W) AD(       ) 1
 FJ1202
 FJ1202.Superseded values are not recommended for survey control.
 FJ1202
 FJ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1202.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1202
 FJ1202_MARKER: DS = TRIANGULATION STATION DISK
 FJ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1202_STAMPING: WEWOKA 1935
 FJ1202_MARK LOGO: CGS
 FJ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1202+STABILITY: SURFACE MOTION
 FJ1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1202+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2011
 FJ1202
 FJ1202  HISTORY     - Date     Condition        Report By
 FJ1202  HISTORY     - 1935     MONUMENTED       CGS
 FJ1202  HISTORY     - 1969     GOOD             CGS
 FJ1202  HISTORY     - 1970     GOOD             OKDH
 FJ1202  HISTORY     - 1970     GOOD             NGS
 FJ1202  HISTORY     - 20110407 GOOD             INDIV
 FJ1202
 FJ1202                          STATION DESCRIPTION
 FJ1202
 FJ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1202'STATION IS LOCATED IN T. 8 N., R. 8 E., NORTHEAST QUARTER
 FJ1202'OF SEC. 30, ABOUT 1.0 MILE SOUTH OF DOWNTOWN WEWOKA, ON THE
 FJ1202'SOUTH END OF A LOW RIDGE OVERLOOKING WEWOKA.
 FJ1202'
 FJ1202'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 270 AND STATE
 FJ1202'HIGHWAY 56 IN WEWOKA BY GOING SOUTH OF U.S. HIGHWAY 270
 FJ1202'FOR 0.95 MILE, TURN RIGHT OFF U.S. HIGHWAY 270 AND GO 0.1
 FJ1202'MILE TO A SOUTHWEST JOG IN STREET, CONTINUE WEST 0.15 MILE,
 FJ1202'TURN LEFT AND GO 0.3 MILE, TAKE RIGHT FORK (SOUTHWEST) AND
 FJ1202'GO 0.1 MILE, TAKE LEFT FORK (LEAVING MAIN ROAD) AND GO 0.1
 FJ1202'MILE TO STATION.  MARK IS 100 FEET SOUTHEAST OF LARGE WOODEN
 FJ1202'WATER TANK AND 10 FEET NORTH OF AN EAST-WEST FENCE AND
 FJ1202'PROJECTS 8 INCHES ABOVE GROUND.
 FJ1202'
 FJ1202'AZIMUTH MARK IS 0.4 MILE EAST OF STATION.  REACHED FROM STATION
 FJ1202'BY GOING 0.1 MILE NORTHEAST TO MAIN ROAD, THEN RIGHT 0.1 MILE,
 FJ1202'THEN TURN RIGHT AND GO 0.1 MILE SOUTH, TURN LEFT AND GO
 FJ1202'0.2 MILE EAST TO U.S. HIGHWAY 270.  MARK IS THEN 100 FEET
 FJ1202'NORTH, IN WEST RIGHT-OF-WAY FENCE, WHICH IS 42 FEET WEST
 FJ1202'OF CENTER LINE OF U.S. HIGHWAY 270.  MARK PROJECTS 10 INCHES
 FJ1202'ABOVE GROUND.
 FJ1202'
 FJ1202'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, 3 FEET
 FJ1202'SOUTHWEST OF TELEPHONE POLE AND PROJECTS 5 INCHES.
 FJ1202'
 FJ1202'REFERENCE MARK NO. 2 IS WEST OF STATION, 15 FEET SOUTHEAST OF
 FJ1202'LARGE WOODEN WATER TANK AND PROJECTS 6 INCHES.
 FJ1202'
 FJ1202'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 FJ1202'AS DESCRIBED.
 FJ1202'
 FJ1202'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 FJ1202
 FJ1202                          STATION RECOVERY (1969)
 FJ1202
 FJ1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ1202'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE
 FJ1202'WOODEN WATER TANK HAS BEEN DESTROYED.  ADDITIONAL INFORMATION FOR
 FJ1202'STATION IS A METAL BUILDING BELONGING TO GENERAL AMERICAN OIL CO.
 FJ1202'OF TEXAS HAS BEEN BUILT 225 FEET NORTH OF MARK.
 FJ1202'
 FJ1202'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 FJ1202'
 FJ1202'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 270 AND
 FJ1202'STATE HIGHWAY 56 IN WOWOKA, OKLAHOMA, GO SOUTH ON US HIGHWAY 270 (S.
 FJ1202'MOKUSUKY AVE.) FOR 0.95 MILE TO W. 14TH ST.  TURN RIGHT AND
 FJ1202'PROCEED 0.1 MILE TO A SW JOG IN STREET, CONTINUE WEST FOR 0.15
 FJ1202'MILE TO S.  OCHEESE AVE.  TURN LEFT (SOUTH) AND PROCEED 0.35 MILE
 FJ1202'TO W. 18TH ST.  TURN RIGHT, ON GRAVEL ROAD, AND PROCEED 0.2
 FJ1202'MILE TO OIL COMPANY AND CATTLE GUARD ON LEFT.  TURN LEFT (SOUTH),
 FJ1202'CROSS OVER CATTLE GUARD AND FOLLOW TRACK ROAD TO LEFT AROUND
 FJ1202'BUILDING FOR 0.15 MILE TO STATION ON RIGHT.
 FJ1202
 FJ1202                          STATION RECOVERY (1970)
 FJ1202
 FJ1202'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (DW)
 FJ1202'WEWOKA 1935, GOOD.
 FJ1202'
 FJ1202'WEWOKA STATION ADEQUATELY DESCRIBED.
 FJ1202'
 FJ1202'WEWOKA AZIMUTH MARK- DESTROYED.  THIS AZIMUTH MARK WAS FOUND
 FJ1202'LAYING OVER ON THE GROUND.  CAP WAS FOUND IN CONC. BASE.
 FJ1202'BASE BROKEN OFF AT GROUND LEVEL.  UNDERGROUND BASE NOT FOUND.
 FJ1202
 FJ1202                          STATION RECOVERY (1970)
 FJ1202
 FJ1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FJ1202'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 FJ1202'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 FJ1202'MARK WAS FOUND DESTROYED AND THE DISK WAS SALVAGED, NO OBJECTS
 FJ1202'VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.
 FJ1202'THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  THE DISTANCE
 FJ1202'TO REFERENCE MARK NO. 1 CHECKED.  THE DISTANCE TO REFERENCE
 FJ1202'MARK NO. 2 WAS NOT CHECKED DUE TO PIPES ON LINE.
 FJ1202'
 FJ1202'FOLLOWING IS A NEW DESCRIPTION.
 FJ1202'
 FJ1202'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY
 FJ1202'270 AND STATE HIGHWAY 56 IN WEWOKA, GO SOUTH ON BUSINESS U.S.
 FJ1202'HIGHWAY 270 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 59.  TURN
 FJ1202'RIGHT AND GO WEST ON STATE HIGHWAY 59 FOR 0.1 MILE TO THE
 FJ1202'INTERSECTION OF OKFUSKEE AVENUE.  TURN LEFT AND GO SOUTH ON
 FJ1202'OKFUSKEE AVENUE FOR 0.1 MILE TO THE INTERSECTION OF SOUTH
 FJ1202'OKFUSKEE AVENUE AND WEST 16TH STREET.  TURN LEFT AND GO
 FJ1202'SOUTH ON OKFUSKEE AVENUE FOR 0.2 MILE TO A SIDE ROAD RIGHT
 FJ1202'(WEST 18TH STREET).  TURN RIGHT AND GO WEST ON WEST 18TH STREET
 FJ1202'FOR 0.15 MILE TO THE INTERSECTION OF WEST 18TH STREET AND SOUTH
 FJ1202'CHEESE STREET.  CONTINUE WEST ON A GRAVELED ROAD FOR 0.35
 FJ1202'MILE TO A CATTLE GUARD AT A ROAD FORK (SIGN GENERAL AMERICAN
 FJ1202'OIL CO.).  CROSS THE CATTLE GUARD AND GO SOUTHEAST FOR ABOUT
 FJ1202'300 FEET TO THE STATION.
 FJ1202'
 FJ1202'STATION MARK, A STANDARD DISK STAMPED WEWOKA 1935, IS SET
 FJ1202'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 FJ1202'IT IS ABOUT 350 FEET NORTH-NORTHWEST OF A BARN WHICH IS
 FJ1202'ON THE HIGHEST POINT OF THE HILL, 298 FEET SOUTHEAST OF THE WEST
 FJ1202'END OF THE CATTLE GUARD, 224.5 FEET SOUTHEAST OF THE SOUTHEAST
 FJ1202'CORNER OF A METAL BUILDING, 20.5 FEET WEST-SOUTHWEST OF THE
 FJ1202'SOUTHWEST ONE OF FOUR IRON POLES, AND 1 FOOT WEST OF A METAL
 FJ1202'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 FJ1202'
 FJ1202'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WEWOKA NO. 1 1935,
 FJ1202'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 FJ1202'INCHES.  IT IS 128 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FJ1202'OF THE METAL BUILDING, AND 59 FEET SOUTH OF A POWERLINE POLE WITH
 FJ1202'A TRANSFORMER.
 FJ1202'
 FJ1202'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WEWOKA NO. 2
 FJ1202'1935, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 FJ1202'INCHES.  IT IS 170 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FJ1202'THE METAL BUILDING.
 FJ1202'
 FJ1202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1
 FJ1202'MILE SOUTH OF WEWOKA.
 FJ1202
 FJ1202                          STATION RECOVERY (2011)
 FJ1202
 FJ1202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 FJ1202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1191 ***********************************************************************
 FJ1191  DESIGNATION -  WEWOKA MUNICIPAL TANK
 FJ1191  PID         -  FJ1191
 FJ1191  STATE/COUNTY-  OK/SEMINOLE
 FJ1191  COUNTRY     -  US
 FJ1191  USGS QUAD   -  WEWOKA EAST (2018)
 FJ1191
 FJ1191                         *CURRENT SURVEY CONTROL
 FJ1191  ______________________________________________________________________
 FJ1191* NAD 83(1993) POSITION- 35 08 56.85450(N) 096 29 41.49708(W)   ADJUSTED
 FJ1191  ______________________________________________________________________
 FJ1191  GEOID HEIGHT    -        -27.712 (meters)                     GEOID18
 FJ1191  LAPLACE CORR    -         -4.66  (seconds)                    DEFLEC18
 FJ1191  HORZ ORDER      -  THIRD
 FJ1191
 FJ1191.The horizontal coordinates were established by classical geodetic methods
 FJ1191.and adjusted by the National Geodetic Survey in November 1994.
 FJ1191
 FJ1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1191.GEOID18 height accuracy estimate available here.
 FJ1191
 FJ1191.Click photographs - Photos may exist for this station.
 FJ1191
 FJ1191.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1191
 FJ1191. The following values were computed from the NAD 83(1993) position.
 FJ1191
 FJ1191;                    North         East     Units Scale Factor Converg.
 FJ1191;SPC OK S     -   202,441.617   737,144.485   MT  0.99998444   +0 51 15.6
 FJ1191;SPC OK S     -   664,177.21  2,418,448.20   sFT  0.99998444   +0 51 15.6
 FJ1191;UTM  14      - 3,892,454.052   728,207.348   MT  1.00024187   +1 26 34.3
 FJ1191
 FJ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD2820792454(NAD 83)
 FJ1191
 FJ1191                          SUPERSEDED SURVEY CONTROL
 FJ1191
 FJ1191  NAD 83(1986)-  35 08 56.85411(N)    096 29 41.47979(W) AD(       ) 3
 FJ1191  NAD 27      -  35 08 56.57700(N)    096 29 40.43500(W) AD(       ) 3
 FJ1191
 FJ1191.Superseded values are not recommended for survey control.
 FJ1191
 FJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1191.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1191
 FJ1191_MARKER: 53 = ELEVATED TANK
 FJ1191
 FJ1191  HISTORY     - Date     Condition        Report By
 FJ1191  HISTORY     - 1935     FIRST OBSERVED   CGS
 FJ1191
 FJ1191                          STATION DESCRIPTION
 FJ1191
 FJ1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1191'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL WATER
 FJ1191'TANK, LOCATED IN THE SOUTH CENTRAL PART OF WEWOKA.  IT IS
 FJ1191'APPROXIMATELY 75 FEET HIGH.
 FJ1191'
 FJ1191'INTERSECTION STATION WAS OBSERVED UPON FROM TRIANGULATION
 FJ1191'STATIONS WEWOKA, HOLDEN, TATE, MANDLER, AND SEMINOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1016 ***********************************************************************
 EK1016  DESIGNATION -  WHALEBACK
 EK1016  PID         -  EK1016
 EK1016  STATE/COUNTY-  OK/PITTSBURG
 EK1016  COUNTRY     -  US
 EK1016  USGS QUAD   -  MCALESTER SW (2018)
 EK1016
 EK1016                         *CURRENT SURVEY CONTROL
 EK1016  ______________________________________________________________________
 EK1016* NAD 83(1993) POSITION- 34 50 45.05522(N) 095 58 21.23883(W)   ADJUSTED
 EK1016* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 EK1016  ______________________________________________________________________
 EK1016  GEOID HEIGHT    -        -29.274 (meters)                     GEOID18
 EK1016  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 EK1016  HORZ ORDER      -  SECOND
 EK1016
 EK1016.The horizontal coordinates were established by classical geodetic methods
 EK1016.and adjusted by the National Geodetic Survey in November 1994.
 EK1016
 EK1016.The orthometric height was scaled from a topographic map.
 EK1016
 EK1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1016.GEOID18 height accuracy estimate available here.
 EK1016
 EK1016.Click photographs - Photos may exist for this station.
 EK1016
 EK1016.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1016
 EK1016. The following values were computed from the NAD 83(1993) position.
 EK1016
 EK1016;                    North         East     Units Scale Factor Converg.
 EK1016;SPC OK S     -   169,636.601   785,404.717   MT  0.99994633   +1 09 02.9
 EK1016;SPC OK S     -   556,549.42  2,576,781.98   sFT  0.99994633   +1 09 02.9
 EK1016;UTM  15      - 3,859,979.182   228,198.026   MT  1.00051063   -1 41 58.1
 EK1016;UTM  14      - 3,860,129.459   776,820.484   MT  1.00054457   +1 43 51.2
 EK1016
 EK1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1016!SPC OK S     -   0.99996110  x   0.99994633  =   0.99990743
 EK1016!UTM  15      -   0.99996110  x   1.00051063  =   1.00047171
 EK1016!UTM  14      -   0.99996110  x   1.00054457  =   1.00050565
 EK1016
 EK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU2819859979(NAD 83)
 EK1016
 EK1016                          SUPERSEDED SURVEY CONTROL
 EK1016
 EK1016  NAD 83(1986)-  34 50 45.05813(N)    095 58 21.23454(W) AD(       ) 2
 EK1016  NAD 27      -  34 50 44.71730(N)    095 58 20.24490(W) AD(       ) 2
 EK1016
 EK1016.Superseded values are not recommended for survey control.
 EK1016
 EK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1016.See file dsdata.pdf to determine how the superseded data were derived.
 EK1016
 EK1016_MARKER: T = CHISELED TRIANGLE
 EK1016_SETTING: 80 = SET IN A BOULDER
 EK1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1016+STABILITY: SURFACE MOTION
 EK1016
 EK1016  HISTORY     - Date     Condition        Report By
 EK1016  HISTORY     - 1919     MONUMENTED       USGS
 EK1016  HISTORY     - 1955     GOOD             CGS
 EK1016
 EK1016                          STATION DESCRIPTION
 EK1016
 EK1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1016'STATION IS LOCATED ABOUT 1 MILE WEST OF SAVANNA, 13 MILES
 EK1016'WEST SOUTHWEST OF MC ALESTER, AND ABOUT 1/2 MILE SOUTH OF
 EK1016'THE SAVANNA-STUART ROAD ON THE HIGHEST POINT OF A LOW, BARE-TOPPED
 EK1016'HILL.
 EK1016'
 EK1016'STATION, UNSTAMPED, IS A TRIANGLE CHISELED IN A BOULDER THAT
 EK1016'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 14.680
 EK1016'FEET SOUTHEAST OF TRIANGULATION STATION WHALEBACK 1919.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1015 ***********************************************************************
 EK1015  DESIGNATION -  WHALEBACK RESET
 EK1015  PID         -  EK1015
 EK1015  STATE/COUNTY-  OK/PITTSBURG
 EK1015  COUNTRY     -  US
 EK1015  USGS QUAD   -  MCALESTER SW (2018)
 EK1015
 EK1015                         *CURRENT SURVEY CONTROL
 EK1015  ______________________________________________________________________
 EK1015* NAD 83(1993) POSITION- 34 50 45.19065(N) 095 58 21.30169(W)   ADJUSTED
 EK1015* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 EK1015  ______________________________________________________________________
 EK1015  GEOID HEIGHT    -        -29.274 (meters)                     GEOID18
 EK1015  LAPLACE CORR    -         -6.52  (seconds)                    DEFLEC18
 EK1015  HORZ ORDER      -  FIRST
 EK1015
 EK1015.The horizontal coordinates were established by classical geodetic methods
 EK1015.and adjusted by the National Geodetic Survey in November 1994.
 EK1015
 EK1015.The orthometric height was scaled from a topographic map.
 EK1015
 EK1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1015.GEOID18 height accuracy estimate available here.
 EK1015
 EK1015.Click photographs - Photos may exist for this station.
 EK1015
 EK1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1015
 EK1015. The following values were computed from the NAD 83(1993) position.
 EK1015
 EK1015;                    North         East     Units Scale Factor Converg.
 EK1015;SPC OK S     -   169,640.741   785,403.036   MT  0.99994634   +1 09 02.9
 EK1015;SPC OK S     -   556,563.00  2,576,776.46   sFT  0.99994634   +1 09 02.9
 EK1015;UTM  15      - 3,859,983.404   228,196.553   MT  1.00051064   -1 41 58.2
 EK1015;UTM  14      - 3,860,133.585   776,818.760   MT  1.00054456   +1 43 51.2
 EK1015
 EK1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1015!SPC OK S     -   0.99996110  x   0.99994634  =   0.99990744
 EK1015!UTM  15      -   0.99996110  x   1.00051064  =   1.00047172
 EK1015!UTM  14      -   0.99996110  x   1.00054456  =   1.00050564
 EK1015
 EK1015:                Primary Azimuth Mark                     Grid Az
 EK1015:SPC OK S     -  WHALEBACK AZ MK 2                        114 05 42.1
 EK1015:UTM  15      -  WHALEBACK AZ MK 2                        116 56 43.2
 EK1015:UTM  14      -  WHALEBACK AZ MK 2                        113 30 53.8
 EK1015
 EK1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU2819659983(NAD 83)
 EK1015
 EK1015|---------------------------------------------------------------------|
 EK1015| PID    Reference Object                     Distance      Geod. Az  |
 EK1015|                                                           dddmmss.s |
 EK1015| CY3095 WHALEBACK RM 3                       14.262 METERS 03347     |
 EK1015| EK1009 MC ALESTER STANDPIPE                APPROX.21.4 KM 0622602.6 |
 EK1015| EK1018 MC ALESTER US NAD NW WATER TK       APPROX. 7.1 KM 0814742.4 |
 EK1015| EK1019 MC ALESTER US NAD NE WATER TK       APPROX. 8.6 KM 0830605.9 |
 EK1015| EK1017 MC ALESTER US NAD SE WATER TK       APPROX. 6.5 KM 1045105.9 |
 EK1015| EK1021 MC ALESTER US NAD SW WATER TK       APPROX. 4.5 KM 1110122.6 |
 EK1015| CY3091 WHALEBACK AZ MK                                    1141732.5 |
 EK1015| CY3092 WHALEBACK AZ MK 2                                  1151445.0 |
 EK1015| EK1016 WHALEBACK                             4.469 METERS 15904     |
 EK1015| CY3094 WHALEBACK RM 2                        8.820 METERS 17718     |
 EK1015| CY3093 WHALEBACK RM 1                        8.058 METERS 27424     |
 EK1015|---------------------------------------------------------------------|
 EK1015
 EK1015                          SUPERSEDED SURVEY CONTROL
 EK1015
 EK1015  NAD 83(1986)-  34 50 45.19355(N)    095 58 21.29740(W) AD(       ) 1
 EK1015  NAD 27      -  34 50 44.85290(N)    095 58 20.30800(W) AD(       ) 1
 EK1015  USSD        -  34 50 44.80200(N)    095 58 20.59600(W) AD(       ) 3
 EK1015
 EK1015.Superseded values are not recommended for survey control.
 EK1015
 EK1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1015.See file dsdata.pdf to determine how the superseded data were derived.
 EK1015
 EK1015_MARKER: DS = TRIANGULATION STATION DISK
 EK1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1015_STAMPING: WHALEBACK 1919 1935
 EK1015_MARK LOGO: CGS
 EK1015_PROJECTION: PROJECTING 2 CENTIMETERS
 EK1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1015+STABILITY: SURFACE MOTION
 EK1015
 EK1015  HISTORY     - Date     Condition        Report By
 EK1015  HISTORY     - 1935     MONUMENTED       CGS
 EK1015  HISTORY     - 1955     GOOD             CGS
 EK1015
 EK1015                          STATION DESCRIPTION
 EK1015
 EK1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 EK1015'THE SURFACE STATION MARK WAS FOUND BUT WAS BROKEN OFF AND
 EK1015'THE DISK MISSING.  NO UNDERGROUND MARK WAS FOUND.  NEW MARKS
 EK1015'WERE SET BY MEASUREMENTS FROM REFERENCE MARK 1, 1919, AND
 EK1015'U.S.G.S. STATION WHALEBACK, AND ARE WITHIN 2 CENTIMETERS OF
 EK1015'THE FORMER LOCATION.  THE DISK OF REFERENCE MARK 1, 1919, IS
 EK1015'MISSING BUT THE SHANK IS PROJECTING FROM SOLID ROCK.  REFERENCE
 EK1015'MARK 2, 1919, WAS NOT FOUND.  U.S.G.S. STATION WHALEBACK WAS
 EK1015'IN GOOD CONDITION.  HOWEVER THE DIRECTION TO THIS STATION
 EK1015'FAILED TO CHECK BY 2 DEG.  REFERENCE MARK 3 AND AN AZIMUTH
 EK1015'MARK WERE SET.
 EK1015'
 EK1015'STATION IS ABOUT 7.5 MILES WNW OF SAVANNA, 13 MILES WSW OF
 EK1015'MC ALESTER, ON BARE HILL, IN THE SE 1/4 SEC. 6, T. 4 N., R.
 EK1015'13 E., ON LAND OWNED BY HUIE SIMS, WHO LIVES AT WARD SPRINGS.
 EK1015'THE STATION MARK IS STAMPED WHALEBACK 1919 1935 AND PROJECTS
 EK1015'5 INCHES.
 EK1015'
 EK1015'REFERENCE MARK 1, 1919, IS W OF THE STATION IN SOLID ROCK.
 EK1015'THE DISK IS MISSING AND THE SHANK PROJECTS 1 INCH ABOVE THE
 EK1015'ROCK.
 EK1015'
 EK1015'U.S.G.S. STATION WHALEBACK IS SE OF THE STATION.  IT IS AN
 EK1015'8- BY 8-INCH SQUARE STONE, MARKED WITH TRIANGLE AND U.S.
 EK1015'IT PROJECTS 4 INCHES.
 EK1015'
 EK1015'REFERENCE MARK 3, 1935, IS NE OF THE STATION.  IT PROJECTS 5
 EK1015'INCHES.
 EK1015'
 EK1015'AZIMUTH MARK 1935 IS ESE OF THE STATION, ALONG RIGHT-OF-WAY OF
 EK1015'DIRT ROAD WHICH LEADS E AT A POINT 0.4 MILE S OF THE STATION,
 EK1015'AT N EDGE OF OPEN FIELD, 0.6 MILE E OF T-JUNCTION OF DIRT
 EK1015'ROADS, 0.2 MILE W OF TOP OF HILL OF ROAD, 30 FEET S OF CENTER
 EK1015'LINE OF DIRT ROAD.  THE MARK PROJECTS 10 INCHES.
 EK1015'
 EK1015'REFERENCE MARK 1, 1919, TO REFERENCE MARK 3, 1935, 64.06 FEET.
 EK1015'
 EK1015'REFERENCE MARK 3 TO U.S.G.S. WHALEBACK, 56.55 FEET.
 EK1015'
 EK1015'U.S.G.S. WHALEBACK TO REFERENCE MARK 1, 1919, 35.27 FEET
 EK1015'(10.75 METERS).
 EK1015'
 EK1015'TO REACH STATION FROM KIOWA FOLLOW U.S. HIGHWAY 73 N 4.3 MILES
 EK1015'TO A TEXACO FILLING STATION ON E AND DIRT ROAD LEADING W.
 EK1015'FOLLOW DIRT ROAD W 5.0 MILES TO SCHOOLHOUSE AND CROSSROADS.
 EK1015'THENCE N ON DIRT ROAD 3.0 MILES TO JOG E OF 0.1 MILE.  THEN
 EK1015'N 1.3 MILES TO CELESTINE STORE.  CONTINUE N 50 YARDS TO OLD
 EK1015'SHACK AND TRAIL ON W SIDE OF ROAD.  FOLLOW WAGON TRAIL W TO
 EK1015'EDGE OF WOODS.  THENCE N AND W IN OPEN PASTURE 200 YARDS
 EK1015'TO HIGHEST POINT OF HILL AND STATION.
 EK1015'
 EK1015'A 47-FOOT SIGNAL AT LAST 1919 AND BALD, AND A 74-FOOT SIGNAL
 EK1015'AT PINE ARE VISIBLE FROM THE GROUND.
 EK1015
 EK1015                          STATION RECOVERY (1955)
 EK1015
 EK1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EK1015'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EK1015'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS
 EK1015'THOROUGHLY SEARCHED FOR BUT WAS NOT RECOVERED.  A NEW ONE
 EK1015'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 EK1015'
 EK1015'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE WEST OF SAVANNA,
 EK1015'ABOUT 13 MILES WEST-SOUTHWEST OF MC ALESTER AND ABOUT 1/2
 EK1015'MILE SOUTH OF THE SAVANNA-STUART ROAD ON THE HIGHEST POINT
 EK1015'OF A LOW, BARE-TOPPED HILL.
 EK1015'
 EK1015'THE STATION IS A STANDARD DISK STAMPED WHALEBACK 1919 1935
 EK1015'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EK1015'ABOUT 6 INCHES ABOVE THE GROUND.
 EK1015'
 EK1015'REFERENCE MARK NUMBER ONE IS THE SHANK OF WHAT WAS FORMERLY
 EK1015'A STANDARD REFERENCE MARK DISK SET IN 1919.  IT IS SET IN A
 EK1015'DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT FLUSH WITH THE
 EK1015'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EK1015'
 EK1015'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WHALEBACK
 EK1015'NO 3 1919 1935 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EK1015'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 EK1015'THE SAME ELEVATION AS THE STATION.
 EK1015'
 EK1015'THE U.S.G.S. STATION IS A TRIANGLE CHISELED ON A SQUARE BOULDER
 EK1015'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 EK1015'THE SAME ELEVATION AS THE STATION.
 EK1015'
 EK1015'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHALEBACK 1919
 EK1015'1955 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 EK1015'ABOUT 2 FEET ABOVE THE GROUND.  IT IS ABOUT 160 FEET NORTH OF
 EK1015'THE CENTER LINE OF THE PAVED ROAD AND ABOUT 350 FEET WEST
 EK1015'OF THE CENTER LINE OF A DIRT ROAD.
 EK1015'
 EK1015'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROAD 3 AND
 EK1015'ROAD C, GO SOUTH ON ROAD C FOR 1.1 MILES.  TURN LEFT ON ROAD
 EK1015'4 AND GO EASTERLY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 EK1015'LEFT, NORTH SIDE JUST ABOUT 0.1 MILE BEFORE REACHING ROAD D.
 EK1015'
 EK1015'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN INTERSECTION
 EK1015'AND U.S. HIGHWAY 69 IN KIOWA, GO NORTH ON U.S. HIGHWAY 69
 EK1015'FOR 8.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT OFF THE HIGHWAY
 EK1015'AND FOLLOW THE PAVED ROAD WEST FOR 0.4 MILE TO THE MAIN
 EK1015'ENTRANCE TO THE NAVAL DEPOT.  PASS THROUGH THE MAIN ENTRANCE
 EK1015'AND FOLLOW THE MAIN ROAD WEST FOR 1.5 MILES TO THE
 EK1015'ADMINISTRATION BUILDING ON THE LEFT.  CONTINUE WEST ON THE MAIN
 EK1015'ROAD FOR 4.2 MILES.  TURN LEFT ON ROAD 3 AND GO WESTERLY
 EK1015'FOR 1.4 MILES.  TURN LEFT ON ROAD C AND GO SOUTH FOR
 EK1015'0.6 MILE TO A POINT WHERE THE ROAD MAKES A LEFT BEND
 EK1015'AND THE END OF TRUCK TRAVEL.  PACK WEST TO THE HIGHEST POINT
 EK1015'OF THE HILL AND THE STATION.  THIS IS ABOUT A 5 MINUTE
 EK1015'PACK.
 EK1015'
 EK1015'THE STATION HILL IS LOCATED IN THE MC ALESTER U.S. NAVAL
 EK1015'AMMUNITION DEPOT.  BEFORE ANY PERSONNEL CAN ENTER, A LETTER
 EK1015'FROM THE CHIEF OF PARTY TO THE EXECUTIVE OFFICER EXPLAINING
 EK1015'THE REASON FOR BEING ON THE GROUNDS IS NECESSARY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1023 ***********************************************************************
 FJ1023  DESIGNATION -  WHEATLAND
 FJ1023  PID         -  FJ1023
 FJ1023  STATE/COUNTY-  OK/OKLAHOMA
 FJ1023  COUNTRY     -  US
 FJ1023  USGS QUAD   -  MUSTANG (2018)
 FJ1023
 FJ1023                         *CURRENT SURVEY CONTROL
 FJ1023  ______________________________________________________________________
 FJ1023* NAD 83(1993) POSITION- 35 23 03.81495(N) 097 40 09.77238(W)   ADJUSTED
 FJ1023* NAVD 88 ORTHO HEIGHT -   428.    (meters)     1404.    (feet) SCALED
 FJ1023  ______________________________________________________________________
 FJ1023  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 FJ1023  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 FJ1023  HORZ ORDER      -  SECOND
 FJ1023
 FJ1023.The horizontal coordinates were established by classical geodetic methods
 FJ1023.and adjusted by the National Geodetic Survey in November 1994.
 FJ1023
 FJ1023.The orthometric height was scaled from a topographic map.
 FJ1023
 FJ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1023.GEOID18 height accuracy estimate available here.
 FJ1023
 FJ1023.Click photographs - Photos may exist for this station.
 FJ1023
 FJ1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1023
 FJ1023. The following values were computed from the NAD 83(1993) position.
 FJ1023
 FJ1023;                    North         East     Units Scale Factor Converg.
 FJ1023;SPC OK N     -    42,701.166   630,040.846   MT  1.00003808   +0 11 42.4
 FJ1023;SPC OK N     -   140,095.41  2,067,059.01   sFT  1.00003808   +0 11 42.4
 FJ1023;SPC OK S     -   227,570.289   630,040.708   MT  1.00003335   +0 11 15.6
 FJ1023;SPC OK S     -   746,620.19  2,067,058.56   sFT  1.00003335   +0 11 15.6
 FJ1023;UTM  14      - 3,916,484.848   620,854.216   MT  0.99977999   +0 46 14.2
 FJ1023
 FJ1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1023!SPC OK N     -   0.99993703  x   1.00003808  =   0.99997510
 FJ1023!SPC OK S     -   0.99993703  x   1.00003335  =   0.99997037
 FJ1023!UTM  14      -   0.99993703  x   0.99977999  =   0.99971703
 FJ1023
 FJ1023:                Primary Azimuth Mark                     Grid Az
 FJ1023:SPC OK N     -  YUKON RESET                              323 25 33.2
 FJ1023:SPC OK S     -  YUKON RESET                              323 26 00.0
 FJ1023:UTM  14      -  YUKON RESET                              322 51 01.4
 FJ1023
 FJ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2085416484(NAD 83)
 FJ1023
 FJ1023|---------------------------------------------------------------------|
 FJ1023| PID    Reference Object                     Distance      Geod. Az  |
 FJ1023|                                                           dddmmss.s |
 FJ1023| FJ1022 RNG OKLA CITY RADIO OKC             APPROX. 3.1 KM 0492907.0 |
 FJ1023| FJ1009 OKLA CITY GENERAL MILLS ELEV        APPROX.16.0 KM 0533944.3 |
 FJ1023| CL5786 WHEATLAND AZ MK                                    0583910.0 |
 FJ1023| FJ1017 AIRPORT BCN WILL ROGERS APT         APPROX. 6.3 KM 0744502.1 |
 FJ1023| CL5787 WHEATLAND RM 1                       38.085 METERS 14802     |
 FJ1023| FJ1040 OKLA NATURAL GAS MICROWAVE          APPROX.19.5 KM 2095111.5 |
 FJ1023| FJ1063 TUTTLE MUNICIPAL TANK               APPROX.17.1 KM 2321511.6 |
 FJ1023| CL5788 WHEATLAND RM 2                       20.562 METERS 27853     |
 FJ1023| FJ1059 YUKON RESET                         APPROX.13.3 KM 3233715.6 |
 FJ1023| FJ1025 OKLA G AND E MUSTANG STA W STK      APPROX. 9.6 KM 3570159.6 |
 FJ1023| FJ1024 OKLA G AND E MUSTANG STA E STK      APPROX. 9.5 KM 3571109.2 |
 FJ1023|---------------------------------------------------------------------|
 FJ1023
 FJ1023                          SUPERSEDED SURVEY CONTROL
 FJ1023
 FJ1023  NAD 83(1986)-  35 23 03.82072(N)    097 40 09.75614(W) AD(       ) 2
 FJ1023  NAD 27      -  35 23 03.60163(N)    097 40 08.60541(W) AD(       ) 2
 FJ1023
 FJ1023.Superseded values are not recommended for survey control.
 FJ1023
 FJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1023.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1023
 FJ1023_MARKER: DS = TRIANGULATION STATION DISK
 FJ1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1023_STAMPING: WHEATLAND 1957
 FJ1023_MARK LOGO: CGS
 FJ1023_PROJECTION: RECESSED 30 CENTIMETERS
 FJ1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1023+STABILITY: SURFACE MOTION
 FJ1023
 FJ1023  HISTORY     - Date     Condition        Report By
 FJ1023  HISTORY     - 1957     MONUMENTED       CGS
 FJ1023  HISTORY     - 1967     GOOD             CGS
 FJ1023  HISTORY     - 1975     GOOD             NGS
 FJ1023
 FJ1023                          STATION DESCRIPTION
 FJ1023
 FJ1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1023'THE STATION IS 1-1/2 MILES SOUTHWEST OF WHEATLAND, IN THE
 FJ1023'NORTHWEST 1/4 OF SECTION 31, T 11 N, R 4 W.  IT IS NEAR
 FJ1023'THE NORTHEAST CORNER OF A OPEN FIELD (ENCLOSED BY A FENCE)
 FJ1023'WHICH IS THE PROPERTY OF MR. W.M. LAMBERT.
 FJ1023'
 FJ1023'TO REACH THE STATION FROM THE CROSS STREET AT THE POST OFFICE
 FJ1023'IN WHEATLAND, GO SOUTH ON STATE HIGHWAY 152 FOR 0.4 MILE TO
 FJ1023'THE JUNCTION OF STATE HIGHWAY 37A AND THE AZIMUTH MARK
 FJ1023'ON THE LEFT, CONTINUE WEST ON HIGHWAY 152 FOR 1.0 MILE TO
 FJ1023'A CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.45 MILE TO A
 FJ1023'FARM DRIVEWAY ON THE RIGHT AND A GATE ENTERING THE FIELD
 FJ1023'ON THE LEFT, TURN LEFT AND GO EAST FOR 550 FEET ALONG THE
 FJ1023'SOUTH SIDE OF A FENCE TO THE STATION.
 FJ1023'
 FJ1023'THE STATION MARKS ARE STANDARD DISKS, STAMPED WHEATLAND
 FJ1023'1957.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE,
 FJ1023'CONCRETE POST WHICH IS 12 INCHES BELOW THE GROUND SURFACE.
 FJ1023'IT IS 533 FEET EAST OF THE NORTH GATE POST ENTERING THE
 FJ1023'FIELD, 117 FEET WEST-SOUTHWEST OF A T-FENCE CORNER, 27 FEET
 FJ1023'NORTHEAST OF THE NORTHEAST CORNER OF A NEW BLOCK FOUNDATION
 FJ1023'FOR A NEW HOUSE, 21 FEET SOUTHWEST OF A 14-INCH FORKED
 FJ1023'OAK TREE AND 11 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 FJ1023'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 FJ1023'THE GROUND SURFACE.
 FJ1023'
 FJ1023'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHEATLAND NO
 FJ1023'1 1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 FJ1023'PROJECTING 5 INCHES.  IT IS 127 FEET SOUTH OF THE T-FENCE
 FJ1023'CORNER, 87 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FJ1023'NEW FOUNDATION AND IN A NORTH-SOUTH FENCE LINE.
 FJ1023'
 FJ1023'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHEATLAND NO
 FJ1023'2 1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST
 FJ1023'PROJECTING 5 INCHES.  IT IS 82 FEET WEST OF THE FORKED OAK
 FJ1023'TREE, 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FJ1023'FOUNDATION AND IN AN EAST-WEST FENCE LINE.  A WHITE POST WAS
 FJ1023'SET 1 FOOT WEST OF THE MARK.
 FJ1023'
 FJ1023'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WHEATLAND 1957,
 FJ1023'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 FJ1023'5 INCHES.  IT IS 153 FEET NORTH-NORTHWEST OF THE CENTER OF
 FJ1023'THE INTERSECTION OF A GRADED ROAD AND HIGHWAY 37A, 97 FEET SOUTH
 FJ1023'OF THE SOUTH EDGE OF MACADAM ROAD (FORMED BY THE INTERSECTION
 FJ1023'OF HIGHWAYS 152 AND 37A), 43 FEET NORTH-NORTHWEST OF THE
 FJ1023'CENTER OF THE WEST END OF A CONCRETE CULVERT, 39 FEET WEST
 FJ1023'OF THE CENTER OF HIGHWAY 37A AND 23 FEET SOUTH OF A POWERLINE
 FJ1023'POLE.  A WHITE POST WAS SET 1 FOOT SOUTH OF THE MARK.
 FJ1023'
 FJ1023'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FJ1023
 FJ1023                          STATION RECOVERY (1967)
 FJ1023
 FJ1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FJ1023'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK
 FJ1023'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FJ1023'
 FJ1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 FJ1023'1.5 MILES SOUTHWEST OF WHEATLAND, OKLAHOMA.
 FJ1023
 FJ1023                          STATION RECOVERY (1975)
 FJ1023
 FJ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 FJ1023'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FJ1023'CONDITION.  THE CONCRETE MONUMENT OF THE AZIMUTH MARK WAS RECOVERED
 FJ1023'BUT THE DISK HAS BEEN KNOCKED OUT.  THE ORIGINAL TO REACH IS
 FJ1023'ADEQUATE NEW REFERENCE MEASUREMENTS TO THE STATION FOLLOW--
 FJ1023'
 FJ1023'THE STATION IS 533 FEET EAST OF THE NORTH GATE POST ON DRIVE
 FJ1023'LEADING TO THE RESIDENCE OF MR. DAVID A. TOMLINSON, 38.0 FEET
 FJ1023'NORTHWEST OF THE NORTHEAST CORNER OF BARN, 28.8 FEET NORTHEAST OF
 FJ1023'THE NORTHWEST CORNER OF BARN, 19.7 FEET EAST-SOUTHEAST OF THE
 FJ1023'NORTH GATE POST LEADING INTO A PASTURE, 21 FEET SOUTHWEST OF A DEAD
 FJ1023'14 INCH FORKED OAK TREE AND IN THE CENTER OF DRIVE ALONG NORTH SIDE
 FJ1023'OF BARN 12 INCHES BELOW SURFACE OF DRIVE.
 FJ1023'
 FJ1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTHWEST
 FJ1023'OF WHEATLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0928 ***********************************************************************
 EL0928  DESIGNATION -  WHEELER
 EL0928  PID         -  EL0928
 EL0928  STATE/COUNTY-  OK/CARTER
 EL0928  COUNTRY     -  US
 EL0928  USGS QUAD   -  FOX (2018)
 EL0928
 EL0928                         *CURRENT SURVEY CONTROL
 EL0928  ______________________________________________________________________
 EL0928* NAD 83(1993) POSITION- 34 16 27.40911(N) 097 23 43.11593(W)   ADJUSTED
 EL0928* NAVD 88 ORTHO HEIGHT -   313.    (meters)     1027.    (feet) SCALED
 EL0928  ______________________________________________________________________
 EL0928  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 EL0928  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 EL0928  HORZ ORDER      -  SECOND
 EL0928
 EL0928.The horizontal coordinates were established by classical geodetic methods
 EL0928.and adjusted by the National Geodetic Survey in November 1994.
 EL0928
 EL0928.The orthometric height was scaled from a topographic map.
 EL0928
 EL0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0928.GEOID18 height accuracy estimate available here.
 EL0928
 EL0928.Click photographs - Photos may exist for this station.
 EL0928
 EL0928.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0928
 EL0928. The following values were computed from the NAD 83(1993) position.
 EL0928
 EL0928;                    North         East     Units Scale Factor Converg.
 EL0928;SPC OK S     -   104,539.620   655,680.877   MT  0.99995049   +0 20 35.6
 EL0928;SPC OK S     -   342,977.07  2,151,179.68   sFT  0.99995049   +0 20 35.6
 EL0928;UTM  14      - 3,793,733.433   647,718.779   MT  0.99986898   +0 54 13.9
 EL0928
 EL0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0928!SPC OK S     -   0.99995492  x   0.99995049  =   0.99990542
 EL0928!UTM  14      -   0.99995492  x   0.99986898  =   0.99982391
 EL0928
 EL0928:                Primary Azimuth Mark                     Grid Az
 EL0928:SPC OK S     -  WHEELER AZ MK                            086 17 19.2
 EL0928:UTM  14      -  WHEELER AZ MK                            085 43 40.9
 EL0928
 EL0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4771893733(NAD 83)
 EL0928
 EL0928|---------------------------------------------------------------------|
 EL0928| PID    Reference Object                     Distance      Geod. Az  |
 EL0928|                                                           dddmmss.s |
 EL0928| CY3097 WHEELER RM 1                         28.124 METERS 03551     |
 EL0928| CY3096 WHEELER AZ MK                                      0863754.8 |
 EL0928| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.24.8 KM 1094958.3 |
 EL0928| EL0914 ARDMORE RAD STATION KVSO MAST       APPROX.25.3 KM 1111252.8 |
 EL0928| CY3098 WHEELER RM 2                         28.252 METERS 32232     |
 EL0928|---------------------------------------------------------------------|
 EL0928
 EL0928                          SUPERSEDED SURVEY CONTROL
 EL0928
 EL0928  NAD 83(1986)-  34 16 27.41348(N)    097 23 43.10560(W) AD(       ) 2
 EL0928  NAD 27      -  34 16 27.08700(N)    097 23 42.02840(W) AD(       ) 2
 EL0928
 EL0928.Superseded values are not recommended for survey control.
 EL0928
 EL0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0928.See file dsdata.pdf to determine how the superseded data were derived.
 EL0928
 EL0928_MARKER: DS = TRIANGULATION STATION DISK
 EL0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0928_STAMPING: WHEELER 1954
 EL0928_MARK LOGO: CGS
 EL0928_PROJECTION: FLUSH
 EL0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0928+STABILITY: SURFACE MOTION
 EL0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0928+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 EL0928
 EL0928  HISTORY     - Date     Condition        Report By
 EL0928  HISTORY     - 1954     MONUMENTED       CGS
 EL0928  HISTORY     - 1980     GOOD             LOCENG
 EL0928  HISTORY     - 20030815 GOOD             ALMLS
 EL0928
 EL0928                          STATION DESCRIPTION
 EL0928
 EL0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0928'THE STATION IS LOCATED IN A GRASS COVERED AREA ON THE SUMMIT
 EL0928'OF A TREE COVERED RIDGE, ABOUT 0.5 MILE WEST OF THE WHEELER
 EL0928'SCHOOL, 10 MILES SOUTHWEST OF THE WOODFORD SCHOOL AND 8.0
 EL0928'MILES NORTH AND 1.0 MILE EAST OF WILSON.
 EL0928'
 EL0928'TO REACH THE STATION FROM THE POST OFFICE AT SPRINGER, DRIVE
 EL0928'NORTH ON U.S. HIGHWAY 77 FOR 1.3 MILES TO ITS JUNCTION WITH
 EL0928'STATE HIGHWAY 53 ON THE LEFT.  TURN LEFT AND CONTINUE WEST FOR
 EL0928'7.7 MILES TO THE VILLAGE OF WOODFORD AND THE WOODFORD SCHOOL
 EL0928'ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 53 FOR 6.0 MILES
 EL0928'TO A CROSS ROAD AND THE THEO KNIGHT GROCERY ON THE RIGHT.
 EL0928'TURN LEFT AND DRIVE SOUTH ON BLADED ROAD FOR 4.0 MILES TO A
 EL0928'CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND
 EL0928'CONTINUE WEST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 EL0928'
 EL0928'STATION MARK IS A STANDARD DISK, STAMPED WHEELER 1954, SET IN
 EL0928'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 EL0928'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 85 FEET
 EL0928'SOUTH-SOUTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE.
 EL0928'
 EL0928'UNDERGROUND-STATION MARK IS A STANDARD DISK, STAMPED WHEELER
 EL0928'1954, SET IN THE TOP OF A MASS OF CONCRETE ABOUT 6 INCHES IN
 EL0928'DIAMETER AND 36 INCHES BELOW THE SURFACE OF THE GROUND.
 EL0928'
 EL0928'REFERENCE MARK 1, STAMPED WHEELER NO 1 1954, IS A STANDARD DISK
 EL0928'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE
 EL0928'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET IN THE
 EL0928'SOUTH RIGHT-OF-WAY FENCE LINE AND 26 FEET SOUTH OF THE
 EL0928'CENTERLINE OF BLADED ROAD.
 EL0928'
 EL0928'REFERENCE MARK 2, STAMPED WHEELER NO 2 1954, IS A STANDARD DISK
 EL0928'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE
 EL0928'AND FLUSH WITH THE GROUND SURFACE.  IT IS SET IN THE SOUTH
 EL0928'RIGHT-OF-WAY FENCE LINE AND 26 FEET SOUTH OF THE CENTER LINE
 EL0928'OF BLADED ROAD.
 EL0928'
 EL0928'AZIMUTH MARK, STAMPED WHEELER 1954, IS A STANDARD DISK SET IN
 EL0928'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 EL0928'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET IN
 EL0928'THE NORTHEAST RIGHT-OF-WAY FENCE CORNER OF CROSS ROADS, 56
 EL0928'FEET NORTHEAST OF CENTER OF CROSS ROADS, 3.6 FEET SOUTH OF
 EL0928'WHITE WITNESS POST AND 1.6 FEET SOUTHWEST OF POWERLINE POLE
 EL0928'NO. 25
 EL0928'
 EL0928'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 EL0928
 EL0928                          STATION RECOVERY (1980)
 EL0928
 EL0928'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MDC)
 EL0928'WHEELER 1955 RECOVERED GOOD (FLUSH WITH GROUND).
 EL0928'
 EL0928'RM NO. 1 AND NO. 2 RECOVERED GOOD.
 EL0928'
 EL0928'AZIMARK RECOVERED GOOD MEASURES 2522.68 FEET.
 EL0928'
 EL0928'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI NORTH 5-1/2 MI
 EL0928'EAST OF HEALDTON.
 EL0928
 EL0928                          STATION RECOVERY (2003)
 EL0928
 EL0928'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 EL0928'RECOVERED AS DESCRIBED, IN PLOWED FIELD. MONUMENT IS +/- 1' BELOW
 EL0928'SURFACE. DUE TO CULTIVATION, IT HAS BEEN HIT BY PLOW, BUT SEEMS TO BE
 EL0928'UN-AFFECTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0863 ***********************************************************************
 GG0863  DESIGNATION -  WHITE
 GG0863  PID         -  GG0863
 GG0863  STATE/COUNTY-  OK/NOWATA
 GG0863  COUNTRY     -  US
 GG0863  USGS QUAD   -  TALALA (2019)
 GG0863
 GG0863                         *CURRENT SURVEY CONTROL
 GG0863  ______________________________________________________________________
 GG0863* NAD 83(1997) POSITION- 36 37 19.01164(N) 095 39 50.30327(W)   ADJUSTED
 GG0863* NAVD 88 ORTHO HEIGHT -   235.8   (meters)      774.    (feet) VERTCON3
 GG0863  ______________________________________________________________________
 GG0863  GEOID HEIGHT    -        -29.279 (meters)                     GEOID18
 GG0863  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 GG0863  HORZ ORDER      -  SECOND
 GG0863
 GG0863.The horizontal coordinates were established by classical geodetic methods
 GG0863.and adjusted by the National Geodetic Survey in October 1998.
 GG0863
 GG0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0863
 GG0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0863.GEOID18 height accuracy estimate available here.
 GG0863
 GG0863.Click photographs - Photos may exist for this station.
 GG0863
 GG0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0863
 GG0863. The following values were computed from the NAD 83(1997) position.
 GG0863
 GG0863;                    North         East     Units Scale Factor Converg.
 GG0863;SPC OK N     -   182,477.355   808,933.550   MT  0.99997679   +1 22 43.0
 GG0863;SPC OK N     -   598,677.79  2,653,976.16   sFT  0.99997679   +1 22 43.0
 GG0863;UTM  15      - 4,056,240.167   261,776.865   MT  1.00029923   -1 35 23.6
 GG0863
 GG0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0863!SPC OK N     -   0.99996759  x   0.99997679  =   0.99994438
 GG0863!UTM  15      -   0.99996759  x   1.00029923  =   1.00026681
 GG0863
 GG0863:                Primary Azimuth Mark                     Grid Az
 GG0863:SPC OK N     -  REBAR 94                                 284 15 58.8
 GG0863:UTM  15      -  REBAR 94                                 287 14 05.4
 GG0863
 GG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA6177656240(NAD 83)
 GG0863
 GG0863|---------------------------------------------------------------------|
 GG0863| PID    Reference Object                     Distance      Geod. Az  |
 GG0863|                                                           dddmmss.s |
 GG0863| CI3613 WHITE RM 2                           38.810 METERS 09904     |
 GG0863| CI3612 WHITE RM 1                           42.878 METERS 19711     |
 GG0863| GG0867 REBAR 94                            APPROX. 2.2 KM 2853841.8 |
 GG0863|---------------------------------------------------------------------|
 GG0863
 GG0863                          SUPERSEDED SURVEY CONTROL
 GG0863
 GG0863  NAD 83(1993)-  36 37 19.01283(N)    095 39 50.30391(W) AD(       ) 2
 GG0863  NAD 83(1986)-  36 37 19.03628(N)    095 39 50.28476(W) AD(       ) 2
 GG0863  NAD 27      -  36 37 18.70951(N)    095 39 49.35778(W) AD(       ) 2
 GG0863  NGVD 29 (07/19/86)  235.7    (m)          773.     (f) VERT ANG       
 GG0863
 GG0863.Superseded values are not recommended for survey control.
 GG0863
 GG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0863.See file dsdata.pdf to determine how the superseded data were derived.
 GG0863
 GG0863_MARKER: DD = SURVEY DISK
 GG0863_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0863+WITH SETTING: INFORMATION.
 GG0863_STAMPING: ET WHITE 1968
 GG0863_MARK LOGO: USGS
 GG0863_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0863
 GG0863  HISTORY     - Date     Condition        Report By
 GG0863  HISTORY     - 1968     MONUMENTED       USGS
 GG0863
 GG0863                          STATION DESCRIPTION
 GG0863
 GG0863'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 GG0863'THE STATION IS LOCATED APPROX. 5.0 MI S. AND 1.0 MI
 GG0863'W. OF NOWATA, APPROX. 0.5 MI W. OF VILLAGE OF WATOWA, T. 25
 GG0863'N., R. 15 E., NEAR THE CENTER OF SEC. 25.
 GG0863'
 GG0863'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 60
 GG0863'AND 169A AT NOWATA, GO SOUTHWARD ALONG HWY. 169A FOR
 GG0863'1.9 MI TO JUNCTION OF U.S. HWY. 169 (S.), TURN RIGHT
 GG0863'(S.) AND GO ALONG U.S. HWY. 169 (S.) FOR 4.0 MI TO A
 GG0863'T-RD. W. AT THE N. EDGE OF VILLAGE OF WATOWA, TURN RIGHT
 GG0863'(W.) AND GO ALONG GRAVEL RD. FOR 0.4 MI TO A SHARP BEND
 GG0863'TO RIGHT (N.), CONTINUE N. FOR 0.1 MI TO HOME OF
 GG0863'MR. A. WHITE, GO AROUND N. SIDE OF HOUSE FOR 0.1 MI TO A
 GG0863'CATTLE LOT AND GATE, PASS THROUGH GATE AND GO 0.07 MI
 GG0863'IN OPEN FIELD TO STATION.  THE STATION IS APPROX. 130
 GG0863'FT W. OF HIGH POINT IN FIELD.
 GG0863'
 GG0863'THE STATION MARK IS 143 FT N. AND 38 FT E. OF THE NW. CORNER
 GG0863'OF LARGE BARN AND WITNESS POST, STAMPED ET WHITE 1968.
 GG0863'
 GG0863'REFERENCE MARK 1 IS SW. OF THE STATION, 5 FT N. OF THE
 GG0863'NW. CORNER OF LARGE BARN AND STANDARD USGS WITNESS POST,
 GG0863'STAMPED WHITE 1968.
 GG0863'
 GG0863'REFERENCE MARK 2 IS E. OF THE STATION, 121 FT N. AND 73 FT
 GG0863'E. OF THE NE. CORNER OF LARGE BARN, STAMPED WHITE NO 2 1968.
 GG0863'
 GG0863'REFERENCE AZIMUTH OBSERVED TO LIGHT ATOP CENTER OF RADIO MAST
 GG0863'APPROX. 2.0 MI W.
 GG0863'
 GG0863'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS
 GG0863'CRIMPED ON 0.5 IN. COPPER COATED RODS, CENTERED IN
 GG0863'6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH GRAVEL
 GG0863'TO WITHIN 1 IN. OF CAP.
 GG0863'
 GG0863'AZIMUTH MARK--NONE SET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0959 ***********************************************************************
 GG0959  CBN         -  This is a Cooperative Base Network Control Station.
 GG0959  DESIGNATION -  WHITE
 GG0959  PID         -  GG0959
 GG0959  STATE/COUNTY-  OK/TULSA
 GG0959  COUNTRY     -  US
 GG0959  USGS QUAD   -  BROKEN ARROW (2019)
 GG0959
 GG0959                         *CURRENT SURVEY CONTROL
 GG0959  ______________________________________________________________________
 GG0959* NAD 83(2011) POSITION- 36 05 25.81537(N) 095 51 32.02962(W)   ADJUSTED
 GG0959* NAD 83(2011) ELLIP HT-   182.923 (meters)        (06/27/12)   ADJUSTED
 GG0959* NAD 83(2011) EPOCH   -  2010.00
 GG0959* NAVD 88 ORTHO HEIGHT -   212.001 (meters)      695.54  (feet) ADJUSTED
 GG0959  ______________________________________________________________________
 GG0959  GEOID HEIGHT    -        -29.059 (meters)                     GEOID18
 GG0959  NAD 83(2011) X  -   -526,751.516 (meters)                     COMP
 GG0959  NAD 83(2011) Y  - -5,133,281.923 (meters)                     COMP
 GG0959  NAD 83(2011) Z  -  3,736,419.187 (meters)                     COMP
 GG0959  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 GG0959  DYNAMIC HEIGHT  -        211.814 (meters)      694.93  (feet) COMP
 GG0959  MODELED GRAVITY -    979,746.9   (mgal)                       NAVD 88
 GG0959
 GG0959  VERT ORDER      -  FIRST     CLASS II
 GG0959
 GG0959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0959  Standards:
 GG0959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0959  -------------------------------------------------------------------
 GG0959  NETWORK    2.54   4.06           1.12   0.94   2.07      0.08777761
 GG0959  -------------------------------------------------------------------
 GG0959  Click here for local accuracies and other accuracy information.
 GG0959
 GG0959.The horizontal coordinates were established by GPS observations
 GG0959.and adjusted by the National Geodetic Survey in June 2012.
 GG0959
 GG0959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0959.been affixed to the stable North American tectonic plate. See 
 GG0959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0959
 GG0959.The horizontal coordinates are valid at the epoch date displayed above
 GG0959.which is a decimal equivalence of Year/Month/Day.
 GG0959
 GG0959.The orthometric height was determined by differential leveling and
 GG0959.adjusted by the NATIONAL GEODETIC SURVEY
 GG0959.in August 1994.
 GG0959
 GG0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0959.GEOID18 height accuracy estimate available here.
 GG0959
 GG0959.Click photographs - Photos may exist for this station.
 GG0959
 GG0959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0959
 GG0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0959
 GG0959.The ellipsoidal height was determined by GPS observations
 GG0959.and is referenced to NAD 83.
 GG0959
 GG0959.The dynamic height is computed by dividing the NAVD 88
 GG0959.geopotential number by the normal gravity value computed on the
 GG0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0959.degrees latitude (g = 980.6199 gals.).
 GG0959
 GG0959.The modeled gravity was interpolated from observed gravity values.
 GG0959
 GG0959. The following values were computed from the NAD 83(2011) position.
 GG0959
 GG0959;                    North         East     Units Scale Factor Converg.
 GG0959;SPC OK N     -   123,120.455   792,802.928   MT  0.99994631   +1 15 48.8
 GG0959;SPC OK N     -   403,937.69  2,601,054.27   sFT  0.99994631   +1 15 48.8
 GG0959;UTM  15      - 3,997,771.479   242,596.169   MT  1.00041647   -1 41 06.0
 GG0959
 GG0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0959!SPC OK N     -   0.99997129  x   0.99994631  =   0.99991760
 GG0959!UTM  15      -   0.99997129  x   1.00041647  =   1.00038775
 GG0959
 GG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV4259697771(NAD 83)
 GG0959
 GG0959                          SUPERSEDED SURVEY CONTROL
 GG0959
 GG0959  NAD 83(2007)-  36 05 25.81543(N)    095 51 32.03036(W) AD(2002.00) 0
 GG0959  ELLIP H (02/10/07)  182.940  (m)                       GP(2002.00)    
 GG0959  ELLIP H (04/16/01)  182.941  (m)                       GP(       ) 4 2
 GG0959  NAD 83(1993)-  36 05 25.81543(N)    095 51 32.03016(W) AD(       ) B
 GG0959  ELLIP H (05/09/94)  183.025  (m)                       GP(       ) 4 2
 GG0959  NAVD 88             212.00   (m)          695.5    (f) LEVELING    3  
 GG0959  NAVD 88 (05/09/94)  212.0    (m)  GEOID93  model used  GPS OBS        
 GG0959
 GG0959.Superseded values are not recommended for survey control.
 GG0959
 GG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0959.See file dsdata.pdf to determine how the superseded data were derived.
 GG0959
 GG0959_MARKER: I = METAL ROD
 GG0959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GG0959_STAMPING: WHITE 1993
 GG0959_MARK LOGO: NGS
 GG0959_PROJECTION: RECESSED 1 CENTIMETERS
 GG0959_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0959+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2016
 GG0959_ROD/PIPE-DEPTH: 7.1 meters
 GG0959_SLEEVE-DEPTH  : 0.9 meters
 GG0959
 GG0959  HISTORY     - Date     Condition        Report By
 GG0959  HISTORY     - 1993     MONUMENTED       NGS
 GG0959  HISTORY     - 19940401 GOOD             NGS
 GG0959  HISTORY     - 20081029 GOOD             AIRDAT
 GG0959  HISTORY     - 20160825 GOOD             INDIV
 GG0959
 GG0959                          STATION DESCRIPTION
 GG0959
 GG0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 GG0959'STATION IS LOCATED IN SOUTH CENTRAL TULSA, ALONG US HIGHWAYS 64 AND
 GG0959'169, IN THE MEDIAN, ON TOP OF THE EAST 51ST STREET OVERPASS, ON THE
 GG0959'NORTH SIDE OF THE JUNCTION.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 GG0959'TRANSPORTATION.
 GG0959'TO REACH FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAYS 64, 169 AND
 GG0959'STATE HIGHWAY 51, GO SOUTH ON HIGHWAYS 64 AND 169 FOR 0.87 KM
 GG0959'(0.55 MI) TO THE STATION ON THE LEFT, NORTH SIDE OF THE OVERPASS.
 GG0959'STATION CAN ALSO BE REACHED FROM EAST 51ST STREET BY PARKING BELOW
 GG0959'OVERPASS AND SCALING THE CONCRETE SLOPE.
 GG0959'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN
 GG0959'AGREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 GG0959'LOGO CAP SURROUNDED BY CONCRETE SET 1 CM BELOW GROUND. IT IS 3.0 M
 GG0959'(9.8 FT) NORTH OF A STEEL WITNESS POST AT THE TOP OF THE CONCRETE
 GG0959'SLOPE BETWEEN OVERPASSES, 6.6 M (21.7 FT) EAST OF A FIBERGLASS
 GG0959'WITNESS POST, 6.9 M (22.6 FT) EAST-NORTHEAST OF THE NORTH END OF THE
 GG0959'EAST BANNISTER OF THE SOUTHBOUND LANES, AND 8.1 M (26.6 FT)
 GG0959'WEST-NORTHWEST OF THE NORTH END OF THE WEST BANNISTER OF THE
 GG0959'NORTHBOUND LANES.
 GG0959
 GG0959                          STATION RECOVERY (1994)
 GG0959
 GG0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 GG0959'IN TULSA, AT THE INTERSECTION OF EAST 51ST STREET AND U.S. HIGHWAYS 64
 GG0959'AND 169, 51.3 M (168.3 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES
 GG0959'OF THE STREET, 20.0 M (65.6 FT) EAST OF THE CENTER OF THE SOUTHBOUND
 GG0959'LANES OF THE HIGHWAYS, 17.8 M (58.4 FT) WEST OF AND LEVEL WITH THE
 GG0959'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAYS, 8.1 M (26.6 FT)
 GG0959'WEST-NORTHWEST OF THE NORTH END OF A WEST CONCRETE GUARD RAIL, 6.9 M
 GG0959'(22.6 FT) EAST-NORTHEAST OF THE NORTH END OF A EAST CONCRETE GUARD
 GG0959'RAIL, 6.6 M (21.7 FT) EAST OF A WITNESS POST, 2.8 M (9.2 FT) NORTH OF
 GG0959'A WITNESS POST, AND CENTERED BETWEEN 2 WOODEN GUARD POSTS.
 GG0959'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 GG0959'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 GG0959
 GG0959                          STATION RECOVERY (2008)
 GG0959
 GG0959'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GG0959'RECOVERED IN GOOD CONDITION.
 GG0959
 GG0959                          STATION RECOVERY (2016)
 GG0959
 GG0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (ERS)
 GG0959'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0756 ***********************************************************************
 GH0756  DESIGNATION -  WHITE ROCK
 GH0756  PID         -  GH0756
 GH0756  STATE/COUNTY-  OK/NOBLE
 GH0756  COUNTRY     -  US
 GH0756  USGS QUAD   -  PERRY NW (2018)
 GH0756
 GH0756                         *CURRENT SURVEY CONTROL
 GH0756  ______________________________________________________________________
 GH0756* NAD 83(1993) POSITION- 36 27 19.44617(N) 097 24 33.04850(W)   ADJUSTED
 GH0756* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 GH0756  ______________________________________________________________________
 GH0756  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 GH0756  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 GH0756  HORZ ORDER      -  SECOND
 GH0756
 GH0756.The horizontal coordinates were established by classical geodetic methods
 GH0756.and adjusted by the National Geodetic Survey in November 1994.
 GH0756
 GH0756.The orthometric height was scaled from a topographic map.
 GH0756
 GH0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0756.GEOID18 height accuracy estimate available here.
 GH0756
 GH0756.Click photographs - Photos may exist for this station.
 GH0756
 GH0756.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0756
 GH0756. The following values were computed from the NAD 83(1993) position.
 GH0756
 GH0756;                    North         East     Units Scale Factor Converg.
 GH0756;SPC OK N     -   161,643.965   652,959.990   MT  0.99995800   +0 20 55.2
 GH0756;SPC OK N     -   530,326.91  2,142,252.90   sFT  0.99995800   +0 20 55.2
 GH0756;UTM  14      - 4,035,637.176   642,553.383   MT  0.99985037   +0 56 43.5
 GH0756
 GH0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0756!SPC OK N     -   0.99995548  x   0.99995800  =   0.99991348
 GH0756!UTM  14      -   0.99995548  x   0.99985037  =   0.99980585
 GH0756
 GH0756:                Primary Azimuth Mark                     Grid Az
 GH0756:SPC OK N     -  WHITE ROCK AZ MK                         004 32 32.1
 GH0756:UTM  14      -  WHITE ROCK AZ MK                         003 56 43.8
 GH0756
 GH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4255335637(NAD 83)
 GH0756
 GH0756|---------------------------------------------------------------------|
 GH0756| PID    Reference Object                     Distance      Geod. Az  |
 GH0756|                                                           dddmmss.s |
 GH0756| CL6614 WHITE ROCK RM 1                     118.720 METERS 00443     |
 GH0756| CL6613 WHITE ROCK AZ MK                                   0045327.3 |
 GH0756| GH0761 GARBER COOP EAST ELEVATOR           APPROX.15.5 KM 2635228.4 |
 GH0756| GH0758 GARBER GRAIN CO WEST ELEVATOR       APPROX.15.7 KM 2635806.0 |
 GH0756| CL6615 WHITE ROCK RM 2                      22.601 METERS 29416     |
 GH0756| GH0687 BILLINGS MUNICIPAL TANK             APPROX. 8.7 KM 3384351.2 |
 GH0756|---------------------------------------------------------------------|
 GH0756
 GH0756                          SUPERSEDED SURVEY CONTROL
 GH0756
 GH0756  NAD 83(1986)-  36 27 19.45577(N)    097 24 33.03637(W) AD(       ) 2
 GH0756  NAD 27      -  36 27 19.33138(N)    097 24 31.87600(W) AD(       ) 2
 GH0756
 GH0756.Superseded values are not recommended for survey control.
 GH0756
 GH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0756.See file dsdata.pdf to determine how the superseded data were derived.
 GH0756
 GH0756_MARKER: DS = TRIANGULATION STATION DISK
 GH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0756_STAMPING: WHITE ROCK 1963
 GH0756_MARK LOGO: CGS
 GH0756_PROJECTION: FLUSH
 GH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0756+STABILITY: SURFACE MOTION
 GH0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0756+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2010
 GH0756
 GH0756  HISTORY     - Date     Condition        Report By
 GH0756  HISTORY     - 1963     MONUMENTED       CGS
 GH0756  HISTORY     - 20100923 GOOD             MYEREN
 GH0756  HISTORY     - 20101206 GOOD             INDIV
 GH0756
 GH0756                          STATION DESCRIPTION
 GH0756
 GH0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0756'STATION IS ON A ROAD RIGHT-OF-WAY, ABOUT 13 MILES WEST OF RED
 GH0756'ROCK, 9 MILES EAST OF GARBER, 4-1/2 MILES SOUTH AND 2 MILES
 GH0756'EAST OF BILLINGS AND IN THE VICINITY OF SEVERAL OIL DERRICKS.
 GH0756'
 GH0756'TO REACH FROM THE CROSS ROAD JUST EAST OF THE POST OFFICE IN
 GH0756'BILLINGS, GO SOUTH ON GRAVELED ROAD FOR 3.5 MILES TO A CROSS
 GH0756'ROAD.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 2.0 MILES TO
 GH0756'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED
 GH0756'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GH0756'AHEAD, SOUTH, ON GRADED ROAD FOR 0.8 MILE TO A SIDE ROAD
 GH0756'ON THE RIGHT.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.05
 GH0756'MILE TO THE STATION ON THE LEFT.
 GH0756'
 GH0756'STATION MARKS ARE STANDARD DISKS STAMPED WHITE ROCK 1963.  THE
 GH0756'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 GH0756'FLUSH WITH THE GROUND SURFACE.  IT IS 263 FEET SOUTHEAST OF THE
 GH0756'SOUTHEAST CORNER OF A HOUSE, 25 FEET SOUTH OF THE CENTERLINE
 GH0756'OF THE GRADED ROAD, 11 FEET NORTH OF A FENCE AND 3 FEET
 GH0756'SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 GH0756'AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 GH0756'SURFACE.
 GH0756'
 GH0756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WHITE ROCK NO
 GH0756'1 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 GH0756'WITH THE GROUND SURFACE.  IT IS 85 FEET NORTH OF THE CENTERLINE
 GH0756'OF THE GRADED ROAD, 11 FEET NORTH-NORTHEAST OF A GAS PUMP
 GH0756'AND 7 FEET EAST OF A POWERLINE POLE.  IT IS ABOUT THE SAME
 GH0756'ELEVATION AS THE STATION.
 GH0756'
 GH0756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHITE ROCK NO 2
 GH0756'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GH0756'THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF THE CENTERLINE OF
 GH0756'THE GRADED ROAD AND 1 FOOT NORTH OF THE FENCE.  IT IS ABOUT
 GH0756'THE SAME ELEVATION AS THE STATION.
 GH0756'
 GH0756'AZIMUTH MARK IS A STANDARD DISK, STAMPED WHITE ROCK 1963,
 GH0756'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GH0756'2 INCHES.  IT IS 46 FEET EAST OF THE CENTERLINE OF THE GRADED
 GH0756'ROAD, 1.9 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A
 GH0756'FENCE.
 GH0756'
 GH0756'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GH0756
 GH0756                          STATION RECOVERY (2010)
 GH0756
 GH0756'RECOVERY NOTE BY MYERS ENGINEERING INC 2010 (RL)
 GH0756'RECOVERED AS DESCRIBED
 GH0756
 GH0756                          STATION RECOVERY (2010)
 GH0756
 GH0756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 GH0756'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0874 ***********************************************************************
 EL0874  DESIGNATION -  WHITEBEAD
 EL0874  PID         -  EL0874
 EL0874  STATE/COUNTY-  OK/GARVIN
 EL0874  COUNTRY     -  US
 EL0874  USGS QUAD   -  PAOLI (2018)
 EL0874
 EL0874                         *CURRENT SURVEY CONTROL
 EL0874  ______________________________________________________________________
 EL0874* NAD 83(1993) POSITION- 34 45 30.91759(N) 097 17 43.12581(W)   ADJUSTED
 EL0874* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 EL0874  ______________________________________________________________________
 EL0874  GEOID HEIGHT    -        -25.592 (meters)                     GEOID18
 EL0874  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 EL0874  HORZ ORDER      -  THIRD
 EL0874
 EL0874.The horizontal coordinates were established by classical geodetic methods
 EL0874.and adjusted by the National Geodetic Survey in November 1994.
 EL0874
 EL0874.The orthometric height was scaled from a topographic map.
 EL0874
 EL0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0874.GEOID18 height accuracy estimate available here.
 EL0874
 EL0874.Click photographs - Photos may exist for this station.
 EL0874
 EL0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0874
 EL0874. The following values were computed from the NAD 83(1993) position.
 EL0874
 EL0874;                    North         East     Units Scale Factor Converg.
 EL0874;SPC OK S     -   158,319.912   664,513.615   MT  0.99994056   +0 23 60.0
 EL0874;SPC OK S     -   519,421.24  2,180,158.42   sFT  0.99994056   +0 23 60.0
 EL0874;UTM  14      - 3,847,595.413   656,019.138   MT  0.99990003   +0 58 19.5
 EL0874
 EL0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0874!SPC OK S     -   0.99995550  x   0.99994056  =   0.99989607
 EL0874!UTM  14      -   0.99995550  x   0.99990003  =   0.99985554
 EL0874
 EL0874:                Primary Azimuth Mark                     Grid Az
 EL0874:SPC OK S     -  TABLE HILL                               241 53 49.2
 EL0874:UTM  14      -  TABLE HILL                               241 19 29.7
 EL0874
 EL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5601947595(NAD 83)
 EL0874
 EL0874|---------------------------------------------------------------------|
 EL0874| PID    Reference Object                     Distance      Geod. Az  |
 EL0874|                                                           dddmmss.s |
 EL0874| CY3107 WHITEBEAD RM 2                       10.555 METERS 00237     |
 EL0874| EL0877 PAOLI MUNICIPAL TANK                APPROX. 8.5 KM 0232922.5 |
 EL0874| EL0878 SERVICE PLINE RAD KKE 768 MAST      APPROX. 3.5 KM 1012654.1 |
 EL0874| CY3106 WHITEBEAD RM 1                       11.208 METERS 10251     |
 EL0874| EL0854 PAULS VALLEY STA KVLH MAST          APPROX. 5.7 KM 1071012.2 |
 EL0874| EL0853 AIRPORT BN PAUL VALLEY MUN APT      APPROX. 8.9 KM 1300116.4 |
 EL0874| EL0859 SHEBESTER INC RADIO MAST            APPROX. 1.7 KM 1390317.2 |
 EL0874| CY3105 WHITEBEAD AZ MK                                    1392109.8 |
 EL0874| EL0860 SINCLAIR CONTL OIL MICROWAVE        APPROX. 8.8 KM 1713036.6 |
 EL0874| EL0865 TABLE HILL                          APPROX.20.7 KM 2421749.2 |
 EL0874|---------------------------------------------------------------------|
 EL0874
 EL0874                          SUPERSEDED SURVEY CONTROL
 EL0874
 EL0874  NAD 83(1986)-  34 45 30.92238(N)    097 17 43.11190(W) AD(       ) 3
 EL0874  NAD 27      -  34 45 30.63825(N)    097 17 42.02596(W) AD(       ) 3
 EL0874
 EL0874.Superseded values are not recommended for survey control.
 EL0874
 EL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0874.See file dsdata.pdf to determine how the superseded data were derived.
 EL0874
 EL0874_MARKER: DS = TRIANGULATION STATION DISK
 EL0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0874_STAMPING: WHITEBEAD 1957
 EL0874_MARK LOGO: CGS
 EL0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0874+STABILITY: SURFACE MOTION
 EL0874
 EL0874  HISTORY     - Date     Condition        Report By
 EL0874  HISTORY     - 1957     MONUMENTED       CGS
 EL0874  HISTORY     - 1976     GOOD             OKDH
 EL0874
 EL0874                          STATION DESCRIPTION
 EL0874
 EL0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 EL0874'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF PAULS VALLEY,
 EL0874'7 MILES SOUTHEAST OF MAYSVILLE, AT THE SMALL SETTLEMENT OF
 EL0874'WHITEBEAD, AND IN THE SOUTHWEST 1/4 OF SECTION 3, T 3 N, R 1 W,
 EL0874'ON LAND OWNED BY MR. RAY THOMPSON.
 EL0874'
 EL0874'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 EL0874'ROUTE 19 IN PAULS VALLEY.  GO NORTHWEST ON ROUTE 19 FOR
 EL0874'4 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHWESTERLY
 EL0874'ON ROUTE 19 FOR 0.6 MILE TO THE STATION MARK ON THE LEFT.
 EL0874'
 EL0874'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 EL0874'CONCRETE POSTS.
 EL0874'
 EL0874'STATION MARKS ARE STAMPED WHITEBEAD 1957.  THE SURFACE MARK
 EL0874'PROJECTS 2 INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL,
 EL0874'198 FEET SOUTH OF THE CENTER OF A CATTLEGUARD AND HOME ENTRANCE
 EL0874'DRIVE, 127 FEET NORTHWEST OF A T-FENCE CORNER, 104 FEET NORTH
 EL0874'OF AN EAST-WEST PROPERTY LINE FENCE, 84 FEET WEST OF A POWERLINE
 EL0874'POLE, 78 FEET SOUTHWEST OF THE CENTER OF STATE ROUTE 19,
 EL0874'24 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST ROAD RIGHT-OF-WAY
 EL0874'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET WEST
 EL0874'OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 EL0874'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 EL0874'
 EL0874'REFERENCE MARK 1 PROJECTS 4 INCHES AND IS STAMPED WHITEBEAD
 EL0874'NO 1 1957.  IT IS SET IN THE NORTHWEST-SOUTHEAST FENCE LINE
 EL0874'AND IS 97 FEET NORTHWEST OF THE FENCE CORNER, 205 FEET SOUTHEAST
 EL0874'OF THE CENTER OF THE CATTLEGUARD AND ENTRANCE DRIVE, 55
 EL0874'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 49 FEET NORTHWEST
 EL0874'OF THE POWERLINE POLE.
 EL0874'
 EL0874'REFERENCE MARK 2 PROJECTS 4 INCHES AND IS STAMPED WHITEBEAD
 EL0874'NO 2 1957.  IT IS SET IN THE NORTHWEST-SOUTHEAST FENCE LINE
 EL0874'AND IS 155 FEET SOUTHEAST OF THE CATTLEGUARD AND ENTRANCE
 EL0874'DRIVE, 152 FEET NORTHWEST OF THE FENCE CORNER, 104 FEET
 EL0874'NORTHWEST OF THE POWERLINE POLE AND 55 FEET SOUTHWEST OF
 EL0874'THE CENTER OF THE HIGHWAY.
 EL0874'
 EL0874'AZIMUTH MARK IS STAMPED WHITEBEAD 1957 AND PROJECTS 6 INCHES.
 EL0874'IT IS 44 FEET NORTHEAST OF THE CENTER OF ROUTE 19, 1 FOOT
 EL0874'SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTHWEST OF A
 EL0874'WHITE 4 IN X 4 IN WITNESS POST.
 EL0874
 EL0874                          STATION RECOVERY (1976)
 EL0874
 EL0874'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1976 (BEG)
 EL0874'WHITEBEAD STATION AND REFERENCE ALL IN AND IN GOOD CONDITION.
 EL0874'
 EL0874'AZ. MARK THE AZ. MARK IS DESTROYED.
 EL0874'
 EL0874'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST OF
 EL0874'PAULS VALLEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0786 ***********************************************************************
 GG0786  DESIGNATION -  WHITEHORN
 GG0786  PID         -  GG0786
 GG0786  STATE/COUNTY-  OK/WAGONER
 GG0786  COUNTRY     -  US
 GG0786  USGS QUAD   -  ROCKY POINT (2018)
 GG0786
 GG0786                         *CURRENT SURVEY CONTROL
 GG0786  ______________________________________________________________________
 GG0786* NAD 83(1993) POSITION- 36 00 12.12557(N) 095 16 43.84392(W)   ADJUSTED
 GG0786* NAVD 88 ORTHO HEIGHT -   230.    (meters)      755.    (feet) SCALED
 GG0786  ______________________________________________________________________
 GG0786  GEOID HEIGHT    -        -29.214 (meters)                     GEOID18
 GG0786  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 GG0786  HORZ ORDER      -  SECOND
 GG0786
 GG0786.The horizontal coordinates were established by classical geodetic methods
 GG0786.and adjusted by the National Geodetic Survey in November 1994.
 GG0786
 GG0786.The orthometric height was scaled from a topographic map.
 GG0786
 GG0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0786.GEOID18 height accuracy estimate available here.
 GG0786
 GG0786.Click photographs - Photos may exist for this station.
 GG0786
 GG0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0786
 GG0786. The following values were computed from the NAD 83(1993) position.
 GG0786
 GG0786;                    North         East     Units Scale Factor Converg.
 GG0786;SPC OK N     -   114,764.061   845,294.377   MT  0.99994949   +1 36 21.2
 GG0786;SPC OK N     -   376,521.76  2,773,269.97   sFT  0.99994949   +1 36 21.2
 GG0786;UTM  15      - 3,986,723.852   294,604.929   MT  1.00011985   -1 20 24.2
 GG0786
 GG0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0786!SPC OK N     -   0.99996847  x   0.99994949  =   0.99991796
 GG0786!UTM  15      -   0.99996847  x   1.00011985  =   1.00008832
 GG0786
 GG0786:                Primary Azimuth Mark                     Grid Az
 GG0786:SPC OK N     -  NEOSHO                                   120 10 55.8
 GG0786:UTM  15      -  NEOSHO                                   123 07 41.2
 GG0786
 GG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9460486723(NAD 83)
 GG0786
 GG0786|---------------------------------------------------------------------|
 GG0786| PID    Reference Object                     Distance      Geod. Az  |
 GG0786|                                                           dddmmss.s |
 GG0786| FH1048 NEOSHO                              APPROX. 4.1 KM 1214717.0 |
 GG0786| CI2763 WHITEHORN RM 1                       48.383 METERS 23651     |
 GG0786| CI3614 WHITEHORN AZ MK                                    2671707.4 |
 GG0786| CI2764 WHITEHORN RM 2                       19.606 METERS 34615     |
 GG0786|---------------------------------------------------------------------|
 GG0786
 GG0786                          SUPERSEDED SURVEY CONTROL
 GG0786
 GG0786  NAD 83(1986)-  36 00 12.14812(N)    095 16 43.82527(W) AD(       ) 2
 GG0786  NAD 27      -  36 00 11.78700(N)    095 16 42.96300(W) AD(       ) 2
 GG0786
 GG0786.Superseded values are not recommended for survey control.
 GG0786
 GG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0786.See file dsdata.pdf to determine how the superseded data were derived.
 GG0786
 GG0786_MARKER: DS = TRIANGULATION STATION DISK
 GG0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0786_STAMPING: WHITEHORN 1940
 GG0786_MARK LOGO: CGS
 GG0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0786+STABILITY: SURFACE MOTION
 GG0786
 GG0786  HISTORY     - Date     Condition        Report By
 GG0786  HISTORY     - 1940     MONUMENTED       CGS
 GG0786  HISTORY     - 1960     GOOD             CGS
 GG0786
 GG0786                          STATION DESCRIPTION
 GG0786
 GG0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 GG0786'STATION IS LOCATED ABOUT 6 MILES NE OF WAGONER ON LAND OWNED
 GG0786'AND OCCUPIED BY MR. D.A. WHITEHORN.
 GG0786'
 GG0786'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 GG0786'STANDARD DISKS SET IN CONCRETE.
 GG0786'
 GG0786'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 GG0786'WHITEHORN 1940.
 GG0786'
 GG0786'REFERENCE MARK NO. 1 IS SW OF THE STATION IN THE E-W FENCE
 GG0786'ROW THROUGH THE ORCHARD, 1 FOOT N OF THE FENCE, AND 123
 GG0786'FEET W OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES.
 GG0786'THE DISK IS STAMPED WHITEHORN NO. 1, 1940.  REFERENCE MARK
 GG0786'NO. 2 IS NNW OF THE STATION ON THE W SIDE OF THE LANE AND
 GG0786'IN THE FENCE ROW AT THE S END OF A GROUP OF SMALL LOCUST TREES.
 GG0786'STAMPED WHITEHORN NO. 2, 1940.
 GG0786'
 GG0786'TO REACH THE STATION FROM THE COURT HOUSE IN WAGONER GO
 GG0786'E ON STATE HIGHWAY 51 FOR 1.35 MILES TO A CROSS ROAD, TURN
 GG0786'LEFT AND GO N 2.0 MILES TO A ROAD RIGHT, TURN RIGHT AND GO
 GG0786'E 3.0 MILES TO A CROSS ROAD, TURN LEFT AND GO N 1.0 MILE TO
 GG0786'A T-INTERSECTION, (*) TURN RIGHT AND GO E 1.0 MILE TO MR.
 GG0786'WHITEHORNS HOUSE ON THE RIGHT, TURN LEFT IN LANE OPPOSITE THE NE
 GG0786'CORNER OF THE HOUSE AND GO 110 PACES TO THE STATION IN THE
 GG0786'FENCE ROW ON THE RIGHT SIDE OF THE LANE.  THE MARK IS SET
 GG0786'JUST E OF THE FENCE, 23 FEET N OF A BLAZED SYCAMORE TREE, AND
 GG0786'4.4 FEET S OF A STANDARD REFERENCE POST.
 GG0786'
 GG0786'(*) TO REACH THE AZIMUTH FROM THIS POINT TURN LEFT AND GO
 GG0786'0.2 MILE TO THE MARK ON THE LEFT, 15 FEET S OF THE CENTER
 GG0786'LINE OF THE DIRT ROAD, 2.5 FEET E OF A STANDARD REFERENCE
 GG0786'POST, AND ABOUT 150 YARDS W OF A FARMHOUSE WHICH IS ON THE
 GG0786'N SIDE OF THE ROAD.  THE DISK IS STAMPED WHITEHORN 1940.
 GG0786'
 GG0786'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 GG0786
 GG0786                          STATION RECOVERY (1960)
 GG0786
 GG0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0786'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GG0786'THE SURFACE STATION MARK APPEARS TO HAVE BEEN HIT BY A BULLDOZER
 GG0786'BUT IS PROBABLY IN ITS ORIGINAL POSITION.  THE AZIMUTH MARK
 GG0786'WAS NOT RECOVERED AND HAS PROBABLY BEEN DESTROYED.  THE
 GG0786'ROAD LEADING TO THE STATION HAS BEEN WIDENED AND SURFACED
 GG0786'AND THE MARK MAY HAVE BEEN DESTROYED WHEN THIS WAS DONE.
 GG0786'
 GG0786'DUE TO BACKWATERS FROM THE FORT GIBSON DAM A NEW DESCRIPTION
 GG0786'TO REACH STATION FOLLOWS.
 GG0786'
 GG0786'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 GG0786'HIGHWAY 51, ABOUT 1.0 MILE WEST OF CENTER OF WAGONER, GO
 GG0786'NORTH ON U.S. 69 FOR 4.5 MILES TO CROSSROADS AND SIGN WHITEHORN
 GG0786'COVE, TURN RIGHT AND GO EAST ON SURFACED ROAD FOR 2.3 MILES
 GG0786'TO FORKS, TAKE RIGHT FORK AND GO SOUTHEAST AND EAST FOR 2.5 MILES
 GG0786'TO A SURFACED SIDE ROAD RIGHT, CONTINUE EAST FOR 1.0 MILE TO
 GG0786'HOUSE ON RIGHT AT TOP OF HILL, TURN LEFT AND GO NORTH FOR ABOUT
 GG0786'110 YARDS TO STATION IN AN OLD LANE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0902 ***********************************************************************
 EL0902  DESIGNATION -  WHITTINGTON
 EL0902  PID         -  EL0902
 EL0902  STATE/COUNTY-  OK/CARTER
 EL0902  COUNTRY     -  US
 EL0902  USGS QUAD   -  ARDMORE EAST (2018)
 EL0902
 EL0902                         *CURRENT SURVEY CONTROL
 EL0902  ______________________________________________________________________
 EL0902* NAD 83(1993) POSITION- 34 09 39.41398(N) 097 07 16.88434(W)   ADJUSTED
 EL0902* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 EL0902  ______________________________________________________________________
 EL0902  GEOID HEIGHT    -        -26.138 (meters)                     GEOID18
 EL0902  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 EL0902  HORZ ORDER      -  SECOND
 EL0902
 EL0902.The horizontal coordinates were established by classical geodetic methods
 EL0902.and adjusted by the National Geodetic Survey in November 1994.
 EL0902
 EL0902.The orthometric height was scaled from a topographic map.
 EL0902
 EL0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0902.GEOID18 height accuracy estimate available here.
 EL0902
 EL0902.Click photographs - Photos may exist for this station.
 EL0902
 EL0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0902
 EL0902. The following values were computed from the NAD 83(1993) position.
 EL0902
 EL0902;                    North         East     Units Scale Factor Converg.
 EL0902;SPC OK S     -    92,154.493   681,015.837   MT  0.99996305   +0 29 55.4
 EL0902;SPC OK S     -   302,343.53  2,234,299.46   sFT  0.99996305   +0 29 55.4
 EL0902;UTM  14      - 3,781,596.356   673,172.301   MT  0.99996968   +1 03 18.6
 EL0902
 EL0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0902!SPC OK S     -   0.99996218  x   0.99996305  =   0.99992523
 EL0902!UTM  14      -   0.99996218  x   0.99996968  =   0.99993186
 EL0902
 EL0902:                Primary Azimuth Mark                     Grid Az
 EL0902:SPC OK S     -  WHITTINGTON AZ MK                        175 51 40.1
 EL0902:UTM  14      -  WHITTINGTON AZ MK                        175 18 16.9
 EL0902
 EL0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7317281596(NAD 83)
 EL0902
 EL0902|---------------------------------------------------------------------|
 EL0902| PID    Reference Object                     Distance      Geod. Az  |
 EL0902|                                                           dddmmss.s |
 EL0902| CY3112 WHITTINGTON RM 1                     23.421 METERS 06011     |
 EL0902| CY3113 WHITTINGTON RM 2                     31.033 METERS 14251     |
 EL0902| CY3111 WHITTINGTON AZ MK                                  1762135.5 |
 EL0902| EL0913 ARDMORE MUNICIPAL TANK              APPROX. 0.9 KM 2851253.6 |
 EL0902|---------------------------------------------------------------------|
 EL0902
 EL0902                          SUPERSEDED SURVEY CONTROL
 EL0902
 EL0902  NAD 83(1986)-  34 09 39.41957(N)    097 07 16.87527(W) AD(       ) 2
 EL0902  NAD 27      -  34 09 39.07770(N)    097 07 15.82520(W) AD(       ) 2
 EL0902
 EL0902.Superseded values are not recommended for survey control.
 EL0902
 EL0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0902.See file dsdata.pdf to determine how the superseded data were derived.
 EL0902
 EL0902_MARKER: DS = TRIANGULATION STATION DISK
 EL0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0902_STAMPING: WHITTINGTON 1955
 EL0902_MARK LOGO: CGS
 EL0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0902+STABILITY: SURFACE MOTION
 EL0902
 EL0902  HISTORY     - Date     Condition        Report By
 EL0902  HISTORY     - 1955     MONUMENTED       CGS
 EL0902  HISTORY     - 1967     GOOD             CGS
 EL0902  HISTORY     - 20020226 GOOD             NONE
 EL0902
 EL0902                          STATION DESCRIPTION
 EL0902
 EL0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0902'STATION IS LOCATED IN THE SOUTHEAST EDGE OF ARDMORE, IN THE
 EL0902'EXTREME NORTHWEST CORNER OF WHITTINGTON PARK.  IT IS ABOUT
 EL0902'1.0 MILE (AIRLINE) SOUTHEAST OF THE CITY CENTER AND 0.4 MILE
 EL0902'NORTH OF THE ENTRANCE TO LAKE MURRAY PARK.
 EL0902'
 EL0902'TO REACH FROM THE POST OFFICE IN ARDMORE, DRIVE SOUTH ON
 EL0902'WASHINGTON AVENUE FOR 0.7 MILE TO THE SANTA FE RAIL-ROAD
 EL0902'UNDERPASS.  CONTINUE SOUTHEAST AND SOUTH FOR 0.7 MILE TO THE
 EL0902'ENTRANCE GATE TO WHITTINGTON PARK ON THE LEFT.  PASS THROUGH
 EL0902'GATE, TURN SHARP RIGHT FOR ABOUT 75 FEET TO THE STATION IN
 EL0902'FENCE CORNER.
 EL0902'
 EL0902'SURFACE-STATION MARK, STAMPED WHITTINGTON 1955, IS A STANDARD
 EL0902'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 EL0902'SQUARE AND FLUSH WITH THE GROUND.  IT IS 15 FEET SOUTH OF THE
 EL0902'EAST-WEST FENCE, 25 FEET EAST OF THE NORTH-SOUTH FENCE AND 49
 EL0902'FEET WEST OF THE WEST ENTRANCE GATE POST.
 EL0902'
 EL0902'UNDERGROUND-STATION MARK, STAMPED WHITTINGTON 1955, IS A
 EL0902'STANDARD DISK SET IN THE TOP OF A MASS OF CONCRETE ABOUT 6
 EL0902'INCHES IN DIAMETER AND BURIED ABOUT 36 INCHES BELOW THE SURFACE
 EL0902'OF THE GROUND.
 EL0902'
 EL0902'REFERENCE MARK 1, A STANDARD DISK STAMPED WHITTINGTON NO 1
 EL0902'1955.  IS SET IN THE TOP OF A CONCRETE POST WHICH IS 12
 EL0902'INCHES SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IT
 EL0902'IS LOCATED 15.5 FEET SOUTH OF THE CENTER OF THE TWIN ENTRANCE
 EL0902'GATES TO THE PARK.
 EL0902'
 EL0902'REFERENCE MARK 2, A STANDARD DISK STAMPED WHITTINGTON NO
 EL0902'2 1955.  IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 EL0902'A CONCRETE APRON LEADING INTO A LONG STUCCO BUILDING.  IT IS
 EL0902'2 FEET NORTH OF DOORWAY AND 18 FEET EAST OF THE NORTHWEST
 EL0902'CORNER OF BUILDING.
 EL0902'
 EL0902'AZIMUTH MARK, A STANDARD DISK STAMPED WHITTINGTON 1955, IS
 EL0902'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0902'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 EL0902'LOCATED 0.1 MILE SOUTH OF THE ENTRANCE TO LAKE MURRAY PARK,
 EL0902'ON THE SOUTHWEST SIDE OF LAKE MURRAY DRIVE, 2 FEET NORTH OF
 EL0902'A WITNESS POST AND 40 FEET SOUTHWEST OF CENTER OF HIGHWAY.
 EL0902'
 EL0902'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON
 EL0902'LAKE MURRAY DRIVE FOR 0.5 MILE TO THE MARK ON THE RIGHT SIDE
 EL0902'OF HIGHWAY.
 EL0902'
 EL0902'OBSERVATIONS WERE MADE FROM A 64 FOOT STEEL TOWER.
 EL0902
 EL0902                          STATION RECOVERY (1967)
 EL0902
 EL0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 EL0902'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  R.M.
 EL0902'NO. 1 IS 15.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF TWIN STEEL
 EL0902'GATES AT ENTRANCE TO THE PARK.  THE AZIMUTH MARK WAS RECOVERED 0.7
 EL0902'MILE SOUTH OF THE STATION, 50 FEET NORTH OF THE CENTERLINE OF THE
 EL0902'SOUTH ENTRANCE TO A SMALL AIRPORT AND 4 FEET NORTHEAST OF A
 EL0902'FENCE.
 EL0902'
 EL0902'THE DESCRIPTION TO REACH THE STATION FROM THE POST OFFICE WAS NOT
 EL0902'CHECKED AT TIME OF RECOVERY AS SEVERAL OF THE STREETS IN THE AREA
 EL0902'WERE UNDER CONSTRUCTION.
 EL0902'
 EL0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ARDMORE.
 EL0902
 EL0902                          STATION RECOVERY (2002)
 EL0902
 EL0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ALM)
 EL0902'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0945 ***********************************************************************
 GK0945  DESIGNATION -  WHORTON
 GK0945  PID         -  GK0945
 GK0945  STATE/COUNTY-  OK/TEXAS
 GK0945  COUNTRY     -  US
 GK0945  USGS QUAD   -  GOODWELL (2018)
 GK0945
 GK0945                         *CURRENT SURVEY CONTROL
 GK0945  ______________________________________________________________________
 GK0945* NAD 83(1997) POSITION- 36 36 00.21476(N) 101 43 47.63674(W)   ADJUSTED
 GK0945* NAVD 88 ORTHO HEIGHT -  1046.96  (+/-2cm)     3434.9   (feet) VERTCON3
 GK0945  ______________________________________________________________________
 GK0945  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 GK0945  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC18
 GK0945  HORZ ORDER      -  FIRST
 GK0945  VERT ORDER      -  THIRD ? (See Below)
 GK0945
 GK0945.The horizontal coordinates were established by classical geodetic methods
 GK0945.and adjusted by the National Geodetic Survey in October 1998.
 GK0945
 GK0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0945
 GK0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0945.GEOID18 height accuracy estimate available here.
 GK0945
 GK0945.The vertical order pertains to the NGVD 29 superseded value.
 GK0945
 GK0945.Click photographs - Photos may exist for this station.
 GK0945
 GK0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 GK0945
 GK0945. The following values were computed from the NAD 83(1997) position.
 GK0945
 GK0945;                    North         East     Units Scale Factor Converg.
 GK0945;SPC OK N     -   183,944.551   266,355.515   MT  0.99997384   -2 12 04.3
 GK0945;SPC OK N     -   603,491.41    873,868.05   sFT  0.99997384   -2 12 04.3
 GK0945;SPC TX N     - 1,288,490.017   179,427.090   MT  1.00012386   -0 07 59.6
 GK0945;SPC TX N     - 4,227,321.00    588,670.38   sFT  1.00012386   -0 07 59.6
 GK0945;UTM  14      - 4,053,977.110   255,811.155   MT  1.00033469   -1 37 42.4
 GK0945
 GK0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0945!SPC OK N     -   0.99983979  x   0.99997384  =   0.99981364
 GK0945!SPC TX N     -   0.99983979  x   1.00012386  =   0.99996363
 GK0945!UTM  14      -   0.99983979  x   1.00033469  =   1.00017443
 GK0945
 GK0945:                Primary Azimuth Mark                     Grid Az
 GK0945:SPC OK N     -  GOODWELL MUNICIPAL TANK                  097 03 37.8
 GK0945:SPC TX N     -  GOODWELL MUNICIPAL TANK                  094 59 33.1
 GK0945:UTM  14      -  GOODWELL MUNICIPAL TANK                  096 29 15.9
 GK0945
 GK0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5581153977(NAD 83)
 GK0945
 GK0945|---------------------------------------------------------------------|
 GK0945| PID    Reference Object                     Distance      Geod. Az  |
 GK0945|                                                           dddmmss.s |
 GK0945| GK0944 GOODWELL MUNICIPAL TANK             APPROX. 8.4 KM 0945133.5 |
 GK0945| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.11.7 KM 2035226.4 |
 GK0945| GK0922 TEXHOMA RIFFE BROS INC E ELEV       APPROX.12.3 KM 2053907.5 |
 GK0945| CM9540 WHORTON RM 1                        165.644 METERS 22809     |
 GK0945| CM9541 WHORTON RM 2                                       33957     |
 GK0945|---------------------------------------------------------------------|
 GK0945
 GK0945                          SUPERSEDED SURVEY CONTROL
 GK0945
 GK0945  NAD 83(1993)-  36 36 00.21467(N)    101 43 47.63690(W) AD(       ) 1
 GK0945  NAD 83(1986)-  36 36 00.22526(N)    101 43 47.62036(W) AD(       ) 1
 GK0945  NAD 27      -  36 36 00.14400(N)    101 43 46.03200(W) AD(       ) 1
 GK0945  NGVD 29            1046.48   (m)         3433.3    (f) LEVELING    3  
 GK0945
 GK0945.Superseded values are not recommended for survey control.
 GK0945
 GK0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0945.See file dsdata.pdf to determine how the superseded data were derived.
 GK0945
 GK0945_MARKER: DS = TRIANGULATION STATION DISK
 GK0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0945_STAMPING: WHORTON 1931
 GK0945_MARK LOGO: CGS
 GK0945_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GK0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0945+STABILITY: SURFACE MOTION
 GK0945
 GK0945  HISTORY     - Date     Condition        Report By
 GK0945  HISTORY     - 1931     MONUMENTED       CGS
 GK0945  HISTORY     - 1963     GOOD             CGS
 GK0945  HISTORY     - 19920324 GOOD             USGS
 GK0945
 GK0945                          STATION DESCRIPTION
 GK0945
 GK0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0945'STATION IS 7 MILES N AND 3 MILES E OF TEXHOMA, 1/2 MILE N AND
 GK0945'5-1/2 MILES W OF GOODWELL, ABOUT 250 YARDS SE OF A SMALL
 GK0945'ABANDONED SHACK WHICH IS ABOUT 1/4 MILE W OF NE CORNER OF SEC.
 GK0945'35, T 2 N, R 12 E.
 GK0945'
 GK0945'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GK0945'CONCRETE POSTS.  NO UNDERGROUND MARK SET.
 GK0945'
 GK0945'REFERENCE MARK NO. 1 IS ON THE PROJECTION OF THE E-W FENCE
 GK0945'LINE, 3.8 FEET E OF NE CORNER OF FENCE, AND 543.45 FEET FROM
 GK0945'STATION, S 48 DEG 09 MIN W, AND PROJECTS ABOUT
 GK0945'2 INCHES ABOVE GROUND.
 GK0945'
 GK0945'REFERENCE MARK NO. 2 IS 47.8 FEET N OF CENTER LINE OF SECTION
 GK0945'LINE ROAD, 1.2 FEET N OF FENCE LINE, AND APPROXIMATELY 0.25
 GK0945'MILE FROM STATION, N 20 DEG 03 MIN W, AND PROJECTS
 GK0945'ABOUT 2 INCHES ABOVE GROUND.
 GK0945'
 GK0945'BEARING FROM STATION TO GOODWELL, MUNICIPAL WATER TANK, IS
 GK0945'S 85 DEG 06 MIN E.
 GK0945'
 GK0945'TO REACH STATION FROM TEXHOMA, GO 2 BLOCKS S OF RAILROAD ON
 GK0945'MAIN STREET, TO WHERE U.S. HIGHWAY 54 GOES E, TURN E ON HIGHWAY
 GK0945'AND FOLLOW IT NE ALONG RAILROAD 5.2 MILES, THEN ON LEFT FORK
 GK0945'ACROSS RAILROAD AND N ON TOWNSHIP LINE ROAD 4.0 MILES, THEN W
 GK0945'ALONG SECTION LINE 1.3 MILES TO OLD SHACK, THEN SE 250 YARDS TO
 GK0945'HIGH GROUND AND STATION.
 GK0945
 GK0945                          STATION RECOVERY (1963)
 GK0945
 GK0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 GK0945'STATION WAS VISITED IN OCTOBER 1963 AND THE STATION MARK AND
 GK0945'R.M. 2 WERE RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 GK0945'A SEARCH WAS NOT MADE FOR R.M. 1.
 GK0945
 GK0945                          STATION RECOVERY (1992)
 GK0945
 GK0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (RLG)
 GK0945'FOUND IN GOOD CONDITION, NO WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0845 ***********************************************************************
 EM0845  DESIGNATION -  WICHITA
 EM0845  PID         -  EM0845
 EM0845  STATE/COUNTY-  OK/COMANCHE
 EM0845  COUNTRY     -  US
 EM0845  USGS QUAD   -  ODETTA (2018)
 EM0845
 EM0845                         *CURRENT SURVEY CONTROL
 EM0845  ______________________________________________________________________
 EM0845* NAD 83(1993) POSITION- 34 41 23.58510(N) 098 48 57.70691(W)   ADJUSTED
 EM0845* NAVD 88 ORTHO HEIGHT -   500.3   (meters)     1641.    (feet) VERTCON3
 EM0845  ______________________________________________________________________
 EM0845  GEOID HEIGHT    -        -25.503 (meters)                     GEOID18
 EM0845  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 EM0845  HORZ ORDER      -  SECOND
 EM0845
 EM0845.The horizontal coordinates were established by classical geodetic methods
 EM0845.and adjusted by the National Geodetic Survey in November 1994.
 EM0845
 EM0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0845
 EM0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0845.GEOID18 height accuracy estimate available here.
 EM0845
 EM0845.Click photographs - Photos may exist for this station.
 EM0845
 EM0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0845
 EM0845. The following values were computed from the NAD 83(1993) position.
 EM0845
 EM0845;                    North         East     Units Scale Factor Converg.
 EM0845;SPC OK S     -   150,775.753   525,231.662   MT  0.99993764   -0 27 47.5
 EM0845;SPC OK S     -   494,670.12  1,723,197.54   sFT  0.99993764   -0 27 47.5
 EM0845;UTM  14      - 3,838,668.738   516,850.695   MT  0.99960350   +0 06 16.9
 EM0845
 EM0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0845!SPC OK S     -   0.99992547  x   0.99993764  =   0.99986311
 EM0845!UTM  14      -   0.99992547  x   0.99960350  =   0.99952900
 EM0845
 EM0845:                Primary Azimuth Mark                     Grid Az
 EM0845:SPC OK S     -  WICHITA AZ MK                            044 15 55.9
 EM0845:UTM  14      -  WICHITA AZ MK                            043 41 51.5
 EM0845
 EM0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND1685038668(NAD 83)
 EM0845
 EM0845|---------------------------------------------------------------------|
 EM0845| PID    Reference Object                     Distance      Geod. Az  |
 EM0845|                                                           dddmmss.s |
 EM0845| CX8992 WICHITA AZ MK                                      0434808.4 |
 EM0845| CX8993 WICHITA RM 1                         13.533 METERS 18402     |
 EM0845| CX8994 WICHITA RM 2                          6.698 METERS 25900     |
 EM0845|---------------------------------------------------------------------|
 EM0845
 EM0845                          SUPERSEDED SURVEY CONTROL
 EM0845
 EM0845  NAD 83(1986)-  34 41 23.59432(N)    098 48 57.69388(W) AD(       ) 2
 EM0845  NAD 27      -  34 41 23.34600(N)    098 48 56.43400(W) AD(       ) 2
 EM0845  NGVD 29 (07/19/86)  500.2    (m)         1641.     (f) VERT ANG       
 EM0845
 EM0845.Superseded values are not recommended for survey control.
 EM0845
 EM0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0845.See file dsdata.pdf to determine how the superseded data were derived.
 EM0845
 EM0845_MARKER: DS = TRIANGULATION STATION DISK
 EM0845_SETTING: 66 = SET IN ROCK OUTCROP
 EM0845_STAMPING: WICHITA 1947
 EM0845_MARK LOGO: CGS
 EM0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0845+STABILITY: POSITION/ELEVATION WELL
 EM0845
 EM0845  HISTORY     - Date     Condition        Report By
 EM0845  HISTORY     - 1947     MONUMENTED       CGS
 EM0845  HISTORY     - 1963     GOOD             CGS
 EM0845  HISTORY     - 1986     POOR             DMA
 EM0845
 EM0845                          STATION DESCRIPTION
 EM0845
 EM0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 EM0845'THE STATION IS LOCATED ON THE SUMMIT OF A LONE ROCKY HILL
 EM0845'ABOUT 5-1/2 MILES NORTH OF INDIAHOMA AND ABOUT 9 MILES
 EM0845'EAST-NORTHEAST OF SNYDER.  IT IS SITUATED ON THE HIGHEST
 EM0845'POINT AND THE DISK IS STAMPED WICHITA 1947.
 EM0845'
 EM0845'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER AND THE DISK
 EM0845'IS STAMPED WICHITA NO 1 1947.
 EM0845'
 EM0845'REFERENCE MARK NO. 2 IS SET IN A LARGE BOULDER AND THE DISK
 EM0845'IS STAMPED WICHITA NO 2 1947.
 EM0845'
 EM0845'THE AZIMUTH MARK IS LOCATED 0.9 MILE NORTHEAST OF THE STATION,
 EM0845'80 FEET NORTHWEST OF THE CENTER OF A CROSSROAD, 22 FEET
 EM0845'WEST OF THE FENCE CORNER, 1 FOOT SOUTH OF FENCE LINE AND
 EM0845'IS WITNESSED BY A WHITE REFERENCE POST.  THE DISK IS STAMPED
 EM0845'WICHITA 1947 AND PROJECTS 2 INCHES.
 EM0845'
 EM0845'TO REACH THE STATION FROM THE MAIN INTERSECTION IN INDIAHOMA,
 EM0845'GO WEST ON U.S. HIGHWAY 62 FOR 0.25 MILE TO CROSSROADS AND
 EM0845'MOBILGAS STATION ON THE RIGHT, TURN RIGHT ON GRAVELED ROAD
 EM0845'AND GO NORTH FOR 3.3 MILES TO CROSSROADS, CONTINUE NORTH FOR
 EM0845'2.0 MILES TO FORKS, TAKE LEFT FORK AND GO WEST ON DIRT ROAD FOR
 EM0845'3.1 TO CROSSROADS AND THE AZIMUTH MARK LOCATED ON THE RIGHT.
 EM0845'THENCE CONTINUE WEST FOR 0.85 MILE TO WIRE GATES ON EACH
 EM0845'SIDE OF THE ROAD, TURN LEFT THROUGH THE SOUTH GATE AND GO
 EM0845'SOUTHEAST ACROSS PASTURE TO THE NORTHWEST BASE OF HILL AND
 EM0845'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST UP STEEP ROCKY HILL
 EM0845'TO SUMMIT AND THE STATION SITE.  A 15 MINUTE PACK.
 EM0845'
 EM0845'FOUR FOOT SIGNALS AT INDIA, PARK, GLEN USGS AND BAKER 1935
 EM0845'AND A 74 FOOT SIGNAL AT HOMA AND A 10 FOOT SIGNAL AT SNYDER
 EM0845'1935 ARE VISIBLE AT 4 FEET.
 EM0845
 EM0845                          STATION RECOVERY (1963)
 EM0845
 EM0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0845'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 EM0845'CONDITION.
 EM0845'
 EM0845'THE ORIGIONAL DESCRIPTION STILL APPLIES.
 EM0845
 EM0845                          STATION RECOVERY (1986)
 EM0845
 EM0845'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (RZC)
 EM0845'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DL6480 ***********************************************************************
 DL6480  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6480  DESIGNATION -  WICHITAMTNOK2005 CORS ARP
 DL6480  CORS_ID     -  WMOK
 DL6480  PID         -  DL6480
 DL6480  STATE/COUNTY-  OK/COMANCHE
 DL6480  COUNTRY     -  US
 DL6480  USGS QUAD   -  ODETTA (2018)
 DL6480
 DL6480                         *CURRENT SURVEY CONTROL
 DL6480  ______________________________________________________________________
 DL6480* NAD 83(2011) POSITION- 34 44 16.39669(N) 098 46 49.85399(W)   ADJUSTED
 DL6480* NAD 83(2011) ELLIP HT-   468.522 (meters)        (04/??/25)   ADJUSTED
 DL6480* NAD 83(2011) EPOCH   -  2010.00
 DL6480  ______________________________________________________________________
 DL6480  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 DL6480  NAD 83(2011) X  -   -801,019.796 (meters)                     COMP
 DL6480  NAD 83(2011) Y  - -5,185,937.798 (meters)                     COMP
 DL6480  NAD 83(2011) Z  -  3,614,276.325 (meters)                     COMP
 DL6480
 DL6480  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6480  Standards:
 DL6480         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6480            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6480  -------------------------------------------------------------------
 DL6480  NETWORK    0.30   0.40           0.15   0.06   0.20     -0.43293600
 DL6480  -------------------------------------------------------------------
 DL6480
 DL6480.The coordinates were established by GPS observations
 DL6480.and adjusted by the National Geodetic Survey in April 2025.
 DL6480
 DL6480.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6480.been affixed to the stable North American Tectonic Plate. 
 DL6480
 DL6480.The coordinates are valid at the epoch date displayed above
 DL6480.which is a decimal equivalence of Year/Month/Day.
 DL6480
 DL6480.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL6480.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL6480.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL6480.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL6480.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL6480.published epoch of 2010.00.
 DL6480
 DL6480.Additional information on MYCS is available at:
 DL6480.https://geodesy.noaa.gov/CORS/index.shtml
 DL6480
 DL6480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6480.GEOID18 height accuracy estimate available here.
 DL6480
 DL6480.The PID for the CORS L1 Phase Center is DP8519.
 DL6480
 DL6480.Click photographs - Photos may exist for this station.
 DL6480
 DL6480.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6480
 DL6480.The ellipsoidal height was determined by GPS observations
 DL6480.and is referenced to NAD 83.
 DL6480
 DL6480. The following values were computed from the NAD 83(2011) position.
 DL6480
 DL6480;                    North         East     Units Scale Factor Converg.
 DL6480;SPC OK S     -   156,074.786   528,526.787   MT  0.99993953   -0 26 34.9
 DL6480;SPC OK S     -   512,055.36  1,734,008.30   sFT  0.99993953   -0 26 34.9
 DL6480;UTM  14      - 3,843,998.394   520,092.044   MT  0.99960498   +0 07 30.2
 DL6480
 DL6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6480!SPC OK S     -   0.99992646  x   0.99993953  =   0.99986600
 DL6480!UTM  14      -   0.99992646  x   0.99960498  =   0.99953147
 DL6480
 DL6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2009243998(NAD 83)
 DL6480
 DL6480                          SUPERSEDED SURVEY CONTROL
 DL6480
 DL6480  NAD 83(2011)-  34 44 16.39682(N)    098 46 49.85406(W) AD(2010.00) c
 DL6480  ELLIP H (06/??/19)  468.524  (m)                       GP(2010.00) c c
 DL6480  NAD 83(2011)-  34 44 16.39683(N)    098 46 49.85402(W) AD(2010.00) c
 DL6480  ELLIP H (08/??/11)  468.516  (m)                       GP(2010.00) c c
 DL6480  NAD 83(CORS)-  34 44 16.39673(N)    098 46 49.85467(W) AD(2002.00) c
 DL6480  ELLIP H (02/??/10)  468.530  (m)                       GP(2002.00) c c
 DL6480
 DL6480.Superseded values are not recommended for survey control.
 DL6480
 DL6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6480.See file dsdata.pdf to determine how the superseded data were derived.
 DL6480
 DL6480_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6480
 DL6480                          STATION DESCRIPTION
 DL6480
 DL6480'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL6480'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL6480'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL6480'AND LOG FILES ACCESSIBLE AT:
 DL6480'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DL6482 ***********************************************************************
 DL6482  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6482  DESIGNATION -  WICHITAMTNOK2005 CORS GRP
 DL6482  CORS_ID     -  WMOK
 DL6482  PID         -  DL6482
 DL6482  STATE/COUNTY-  OK/COMANCHE
 DL6482  COUNTRY     -  US
 DL6482  USGS QUAD   -  ODETTA (2018)
 DL6482
 DL6482                         *CURRENT SURVEY CONTROL
 DL6482  ______________________________________________________________________
 DL6482* NAD 83(2011) POSITION- 34 44 16.39669(N) 098 46 49.85399(W)   ADJUSTED
 DL6482* NAD 83(2011) ELLIP HT-   468.514 (meters)        (04/??/25)   ADJUSTED
 DL6482* NAD 83(2011) EPOCH   -  2010.00
 DL6482  ______________________________________________________________________
 DL6482  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 DL6482  NAD 83(2011) X  -   -801,019.795 (meters)                     COMP
 DL6482  NAD 83(2011) Y  - -5,185,937.791 (meters)                     COMP
 DL6482  NAD 83(2011) Z  -  3,614,276.320 (meters)                     COMP
 DL6482  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 DL6482
 DL6482  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6482  Standards:
 DL6482         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6482            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6482  -------------------------------------------------------------------
 DL6482  NETWORK    0.30   0.40           0.15   0.06   0.20     -0.43293600
 DL6482  -------------------------------------------------------------------
 DL6482
 DL6482.The horizontal coordinates were established by GPS observations
 DL6482.and adjusted by the National Geodetic Survey in April 2025.
 DL6482
 DL6482.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6482.been affixed to the stable North American Tectonic Plate. 
 DL6482
 DL6482.The horizontal coordinates are valid at the epoch date displayed above
 DL6482.which is a decimal equivalence of Year/Month/Day.
 DL6482
 DL6482.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL6482.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL6482.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL6482.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL6482.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL6482.published epoch of 2010.00.
 DL6482
 DL6482.Additional information on MYCS is available at:
 DL6482.https://geodesy.noaa.gov/CORS/index.shtml
 DL6482
 DL6482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6482.GEOID18 height accuracy estimate available here.
 DL6482
 DL6482.Click photographs - Photos may exist for this station.
 DL6482
 DL6482.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6482
 DL6482.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6482
 DL6482.The ellipsoidal height was determined by GPS observations
 DL6482.and is referenced to NAD 83.
 DL6482
 DL6482. The following values were computed from the NAD 83(2011) position.
 DL6482
 DL6482;                    North         East     Units Scale Factor Converg.
 DL6482;SPC OK S     -   156,074.786   528,526.787   MT  0.99993953   -0 26 34.9
 DL6482;SPC OK S     -   512,055.36  1,734,008.30   sFT  0.99993953   -0 26 34.9
 DL6482;UTM  14      - 3,843,998.394   520,092.044   MT  0.99960498   +0 07 30.2
 DL6482
 DL6482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6482!SPC OK S     -   0.99992646  x   0.99993953  =   0.99986600
 DL6482!UTM  14      -   0.99992646  x   0.99960498  =   0.99953147
 DL6482
 DL6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND2009243998(NAD 83)
 DL6482
 DL6482                          SUPERSEDED SURVEY CONTROL
 DL6482
 DL6482  NAD 83(2011)-  34 44 16.39682(N)    098 46 49.85406(W) AD(2010.00) A
 DL6482  ELLIP H (06/??/19)  468.516  (m)                       GP(2010.00) 4 1
 DL6482  NAD 83(2011)-  34 44 16.39683(N)    098 46 49.85402(W) AD(2010.00) A
 DL6482  ELLIP H (08/??/11)  468.508  (m)                       GP(2010.00) 4 1
 DL6482  NAD 83(CORS)-  34 44 16.39673(N)    098 46 49.85467(W) AD(2002.00) A
 DL6482  ELLIP H (02/??/10)  468.522  (m)                       GP(2002.00) 4 1
 DL6482
 DL6482.Superseded values are not recommended for survey control.
 DL6482
 DL6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6482.See file dsdata.pdf to determine how the superseded data were derived.
 DL6482
 DL6482_STAMPING: UNKNOWN
 DL6482
 DL6482                          STATION DESCRIPTION
 DL6482
 DL6482'THIS MONUMENT IS ASSOCIATED WITH STATION 'WMOK'
 DL6482'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DL6482'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DL6482'AND LOG FILES ACCESSIBLE AT:
 DL6482'https://geodesy.noaa.gov/CORS/index.shtml
 DL6482'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1259 ***********************************************************************
 FJ1259  DESIGNATION -  WICKAM
 FJ1259  PID         -  FJ1259
 FJ1259  STATE/COUNTY-  OK/CREEK
 FJ1259  COUNTRY     -  US
 FJ1259  USGS QUAD   -  DEPEW (2018)
 FJ1259
 FJ1259                         *CURRENT SURVEY CONTROL
 FJ1259  ______________________________________________________________________
 FJ1259* NAD 83(1993) POSITION- 35 48 21.97496(N) 096 33 33.27731(W)   ADJUSTED
 FJ1259* NAVD 88 ORTHO HEIGHT -   308.4   (meters)     1012.    (feet) VERTCON3
 FJ1259  ______________________________________________________________________
 FJ1259  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 FJ1259  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 FJ1259  HORZ ORDER      -  FIRST
 FJ1259
 FJ1259.The horizontal coordinates were established by classical geodetic methods
 FJ1259.and adjusted by the National Geodetic Survey in November 1994.
 FJ1259
 FJ1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1259
 FJ1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1259.GEOID18 height accuracy estimate available here.
 FJ1259
 FJ1259.Click photographs - Photos may exist for this station.
 FJ1259
 FJ1259.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1259
 FJ1259. The following values were computed from the NAD 83(1993) position.
 FJ1259
 FJ1259;                    North         East     Units Scale Factor Converg.
 FJ1259;SPC OK N     -    90,405.548   730,211.834   MT  0.99996518   +0 51 00.9
 FJ1259;SPC OK N     -   296,605.54  2,395,703.33   sFT  0.99996518   +0 51 00.9
 FJ1259;UTM  14      - 3,965,192.061   720,538.011   MT  1.00019936   +1 25 42.7
 FJ1259
 FJ1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1259!SPC OK N     -   0.99995603  x   0.99996518  =   0.99992122
 FJ1259!UTM  14      -   0.99995603  x   1.00019936  =   1.00015539
 FJ1259
 FJ1259:                Primary Azimuth Mark                     Grid Az
 FJ1259:SPC OK N     -  WICKAM AZ MK                             110 40 20.6
 FJ1259:UTM  14      -  WICKAM AZ MK                             110 05 38.8
 FJ1259
 FJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2053865192(NAD 83)
 FJ1259
 FJ1259|---------------------------------------------------------------------|
 FJ1259| PID    Reference Object                     Distance      Geod. Az  |
 FJ1259|                                                           dddmmss.s |
 FJ1259| FJ1256 AMARILLO ST LOUIS AWY BCN 29B       APPROX. 9.7 KM 0002354.8 |
 FJ1259| FJ1180 BRISTOW MUNICIPAL STANDPIPE         APPROX.15.2 KM 0760802.2 |
 FJ1259| FJ1260 DEPEW MUNICIPAL TANK                APPROX. 4.7 KM 0930639.3 |
 FJ1259| CI2773 WICKAM AZ MK                                       1113121.5 |
 FJ1259| CI2774 WICKAM RM 1                          34.327 METERS 19524     |
 FJ1259| FJ1276 STROUD MUNICIPAL TANK               APPROX.10.8 KM 2332235.0 |
 FJ1259| FJ1264 AMARILLO ST LOUIS AWY BCN 29A       APPROX. 9.5 KM 2580029.9 |
 FJ1259| CI2775 WICKAM RM 2                          45.491 METERS 30058     |
 FJ1259|---------------------------------------------------------------------|
 FJ1259
 FJ1259                          SUPERSEDED SURVEY CONTROL
 FJ1259
 FJ1259  NAD 83(1986)-  35 48 21.98756(N)    096 33 33.25458(W) AD(       ) 1
 FJ1259  NAD 27      -  35 48 21.74400(N)    096 33 32.20400(W) AD(       ) 1
 FJ1259  NGVD 29 (07/19/86)  308.3    (m)         1011.     (f) VERT ANG       
 FJ1259
 FJ1259.Superseded values are not recommended for survey control.
 FJ1259
 FJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1259.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1259
 FJ1259_MARKER: DS = TRIANGULATION STATION DISK
 FJ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1259_STAMPING: WICKAM 1935
 FJ1259_MARK LOGO: CGS
 FJ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1259+STABILITY: SURFACE MOTION
 FJ1259
 FJ1259  HISTORY     - Date     Condition        Report By
 FJ1259  HISTORY     - 1935     MONUMENTED       CGS
 FJ1259  HISTORY     - 1970     GOOD             OKDH
 FJ1259  HISTORY     - 1970     GOOD             NGS
 FJ1259
 FJ1259                          STATION DESCRIPTION
 FJ1259
 FJ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1259'STATION IS LOCATED ON PROMINENT TIMBERED KNOLL ABOUT 3.5 MILES
 FJ1259'NORTH AND 5.5 MILES EAST OF STROUD IN THE SOUTHEAST QUARTER OF
 FJ1259'THE NORTHWEST QUARTER OF SECTION 3, T. 15 N., R. 7 E., ON
 FJ1259'PROPERTY LEASED BY AN OIL COMPANY, AND OWNED BY MR. WICKAM
 FJ1259'OF BRISTOW.
 FJ1259'
 FJ1259'REACHED FROM THE INTERSECTION OF OKLAHOMA HIGHWAY 48 AND
 FJ1259'U.S. HIGHWAY 66 IN STROUD, BY GOING NORTHEAST ON U.S. HIGHWAY 66
 FJ1259'FOR 9 MILES TO A SERVICE STATION ON RIGHT AND A GRAVEL ROAD
 FJ1259'CUTTING BACK DUE WEST, TURN SHARP LEFT (WEST) ON THIS ROAD
 FJ1259'AND GO 1 MILE TO WHERE ROAD CURVES AROUND RIDGE AND CONTINUES
 FJ1259'NORTH.  FROM THIS POINT THERE IS AN IRON GATE STRAIGHT AHEAD
 FJ1259'IN A NORTH-AND-SOUTH FENCE, GO THROUGH THIS GATE AND CONTINUE
 FJ1259'WEST FOR 0.25 MILE TO A ROAD FORK, TAKE LEFT FORK AND GO IN
 FJ1259'NORTHWEST DIRECTION 0.35 MILE TO AN OIL WELL.  FROM WELL GO
 FJ1259'SOUTHWEST ABOUT 400 FEET TO THE TOP OF PROMINENT KNOLL AND
 FJ1259'STATION.  MARK NEAR THE CENTER OF THE KNOLL, ABOUT 200 FEET
 FJ1259'NORTHEAST OF A GROVE OF TREES.
 FJ1259'
 FJ1259'REFERENCE MARK NO. 1 IS 112.63 FEET (34.330 METERS) SOUTH-SOUTHWEST
 FJ1259'OF STATION.
 FJ1259'
 FJ1259'REFERENCE MARK NO. 2 IS 149.27 FEET (45.498 METERS) NORTHWEST
 FJ1259'OF STATION.
 FJ1259'
 FJ1259'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTHEAST OF STATION,
 FJ1259'ON A PROMINENT, BARE KNOLL.  REACHED FROM STATION BY GOING
 FJ1259'SOUTHEAST ON ROAD AWAY FROM STATION FOR 0.6 MILE, TURN RIGHT
 FJ1259'AND GO 0.1 MILE TO TOP OF KNOLL AND MARK.
 FJ1259'
 FJ1259'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 FJ1259'DESCRIBED.
 FJ1259'
 FJ1259'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1259
 FJ1259                          STATION RECOVERY (1970)
 FJ1259
 FJ1259'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (DW)
 FJ1259'WICKAM 1935 GOOD CONDITION.
 FJ1259'
 FJ1259'AZ. MARK GOOD CONDITION
 FJ1259'
 FJ1259'RM. NO. 1 GOOD CONDITION
 FJ1259'
 FJ1259'RM. NO. 2 GOOD CONDITION
 FJ1259'
 FJ1259'WICKAM STATION ADEQUATELY DESCRIBED.
 FJ1259'
 FJ1259'U.S.C. AND G.S. METAL SIGN PLACED ON STANDARD YELLOW LINE POST 3
 FJ1259'FEET WEST OF WICKAM MARK.
 FJ1259
 FJ1259                          STATION RECOVERY (1970)
 FJ1259
 FJ1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 FJ1259'STATION WAS FOUND FROM THE DESCRIPTION.  STATION MARK, RM1, AND
 FJ1259'RM2, AND AZIMUTH MARK FOUND IN GOOD CONDITION AS
 FJ1259'DESCRIBED.  MEASURED QUANTITIES ARE AS SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0448 ***********************************************************************
 EK0448  DESIGNATION -  WILBURTON
 EK0448  PID         -  EK0448
 EK0448  STATE/COUNTY-  OK/LATIMER
 EK0448  COUNTRY     -  US
 EK0448  USGS QUAD   -  WILBURTON (2018)
 EK0448
 EK0448                         *CURRENT SURVEY CONTROL
 EK0448  ______________________________________________________________________
 EK0448* NAD 83(1986) POSITION- 34 55 07.     (N) 095 18 25.     (W)   SCALED
 EK0448* NAVD 88 ORTHO HEIGHT -   200.866 (meters)      659.01  (feet) ADJUSTED
 EK0448  ______________________________________________________________________
 EK0448  GEOID HEIGHT    -        -31.187 (meters)                     GEOID18
 EK0448  DYNAMIC HEIGHT  -        200.660 (meters)      658.33  (feet) COMP
 EK0448  MODELED GRAVITY -    979,603.3   (mgal)                       NAVD 88
 EK0448
 EK0448  VERT ORDER      -  SECOND    CLASS 0
 EK0448
 EK0448.The horizontal coordinates were scaled from a map and have
 EK0448.an estimated accuracy of +/- 6 seconds.
 EK0448
 EK0448.The orthometric height was determined by differential leveling and
 EK0448.adjusted by the NATIONAL GEODETIC SURVEY
 EK0448.in June 1991.
 EK0448
 EK0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0448.GEOID18 height accuracy estimate available here.
 EK0448
 EK0448.Click photographs - Photos may exist for this station.
 EK0448
 EK0448.The dynamic height is computed by dividing the NAVD 88
 EK0448.geopotential number by the normal gravity value computed on the
 EK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0448.degrees latitude (g = 980.6199 gals.).
 EK0448
 EK0448.The modeled gravity was interpolated from observed gravity values.
 EK0448
 EK0448;                    North         East    Units  Estimated Accuracy
 EK0448;SPC OK S     -   179,130.      846,050.      MT  (+/- 180 meters Scaled)
 EK0448
 EK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU892664(NAD 83)
 EK0448
 EK0448                          SUPERSEDED SURVEY CONTROL
 EK0448
 EK0448  NGVD 29 (??/??/92)  200.751  (m)          658.63   (f) ADJ UNCH    2 0
 EK0448
 EK0448.Superseded values are not recommended for survey control.
 EK0448
 EK0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0448.See file dsdata.pdf to determine how the superseded data were derived.
 EK0448
 EK0448_MARKER: DB = BENCH MARK DISK
 EK0448_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EK0448_SP_SET: CURB
 EK0448_STAMPING: WILBURTON 1934
 EK0448_MARK LOGO: CGS
 EK0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0448
 EK0448  HISTORY     - Date     Condition        Report By
 EK0448  HISTORY     - 1934     MONUMENTED       CGS
 EK0448
 EK0448                          STATION DESCRIPTION
 EK0448
 EK0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0448'AT WILBURTON.
 EK0448'AT WILBURTON, LATIMER COUNTY, ON MAIN STREET, IN FRONT OF THE
 EK0448'CITY HALL AND FIRE STATION, IN THE CURB, 36 FEET SOUTH OF THE
 EK0448'CENTERLINE OF THE STREET, 10 FEET NORTH OF THE NORTH WALL OF THE
 EK0448'CITY HALL AND FIRE STATION, 8 FEET EAST OF THE CENTER LINE OF THE
 EK0448'FIRE STATION DRIVEWAY, 1 FOOT SOUTH OF THE OUTSIDE EDGE OF THE
 EK0448'CURB, ABOUT 0.3 FOOT LOWER THAN THE SIDEWALK, AND PROTECTED BY
 EK0448'A 3 1/2-INCH CAST IRON PIPE.  A STANDARD DISK, STAMPED WILBURTON
 EK0448'1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK1023 ***********************************************************************
 EK1023  DESIGNATION -  WILBURTON
 EK1023  PID         -  EK1023
 EK1023  STATE/COUNTY-  OK/LATIMER
 EK1023  COUNTRY     -  US
 EK1023  USGS QUAD   -  HIGGINS (2018)
 EK1023
 EK1023                         *CURRENT SURVEY CONTROL
 EK1023  ______________________________________________________________________
 EK1023* NAD 83(1993) POSITION- 34 50 39.62309(N) 095 22 36.07812(W)   ADJUSTED
 EK1023* NAVD 88 ORTHO HEIGHT -   457.1   (meters)     1500.    (feet) VERTCON3
 EK1023  ______________________________________________________________________
 EK1023  GEOID HEIGHT    -        -31.145 (meters)                     GEOID18
 EK1023  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC18
 EK1023  HORZ ORDER      -  FIRST
 EK1023
 EK1023.The horizontal coordinates were established by classical geodetic methods
 EK1023.and adjusted by the National Geodetic Survey in November 1994.
 EK1023
 EK1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 EK1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EK1023
 EK1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1023.GEOID18 height accuracy estimate available here.
 EK1023
 EK1023.Click photographs - Photos may exist for this station.
 EK1023
 EK1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1023
 EK1023. The following values were computed from the NAD 83(1993) position.
 EK1023
 EK1023;                    North         East     Units Scale Factor Converg.
 EK1023;SPC OK S     -   170,724.567   839,890.030   MT  0.99994621   +1 29 20.5
 EK1023;SPC OK S     -   560,118.85  2,755,539.21   sFT  0.99994621   +1 29 20.5
 EK1023;UTM  15      - 3,858,357.152   282,691.535   MT  1.00018206   -1 21 30.4
 EK1023
 EK1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK1023!SPC OK S     -   0.99993314  x   0.99994621  =   0.99987935
 EK1023!UTM  15      -   0.99993314  x   1.00018206  =   1.00011519
 EK1023
 EK1023:                Primary Azimuth Mark                     Grid Az
 EK1023:SPC OK S     -  WILBURTON AZ MK                          103 23 59.0
 EK1023:UTM  15      -  WILBURTON AZ MK                          106 14 49.9
 EK1023
 EK1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU8269158357(NAD 83)
 EK1023
 EK1023|---------------------------------------------------------------------|
 EK1023| PID    Reference Object                     Distance      Geod. Az  |
 EK1023|                                                           dddmmss.s |
 EK1023| CY3115 WILBURTON RM 1                       10.412 METERS 06913     |
 EK1023| CY3114 WILBURTON AZ MK                                    1045319.5 |
 EK1023| CY3116 WILBURTON RM 2                       13.772 METERS 22924     |
 EK1023| EK0999 HALEYVILLE C R I AND P RR TK        APPROX.18.3 KM 2663258.6 |
 EK1023|---------------------------------------------------------------------|
 EK1023
 EK1023                          SUPERSEDED SURVEY CONTROL
 EK1023
 EK1023  NAD 83(1986)-  34 50 39.62788(N)    095 22 36.07240(W) AD(       ) 1
 EK1023  NAD 27      -  34 50 39.26900(N)    095 22 35.16700(W) AD(       ) 1
 EK1023  USSD        -  34 50 39.25800(N)    095 22 35.39700(W) AD(       ) 3
 EK1023  NGVD 29 (07/19/86)  457.0    (m)         1499.     (f) VERT ANG       
 EK1023
 EK1023.Superseded values are not recommended for survey control.
 EK1023
 EK1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1023.See file dsdata.pdf to determine how the superseded data were derived.
 EK1023
 EK1023_MARKER: DS = TRIANGULATION STATION DISK
 EK1023_SETTING: 66 = SET IN ROCK OUTCROP
 EK1023_STAMPING: WILBURTON 1919
 EK1023_MARK LOGO: CGS
 EK1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK1023+STABILITY: POSITION/ELEVATION WELL
 EK1023
 EK1023  HISTORY     - Date     Condition        Report By
 EK1023  HISTORY     - 1919     MONUMENTED       CGS
 EK1023  HISTORY     - 1934     GOOD             CGS
 EK1023  HISTORY     - 1934     GOOD             CGS
 EK1023  HISTORY     - 1952     GOOD             CGS
 EK1023
 EK1023                          STATION DESCRIPTION
 EK1023
 EK1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 EK1023'ABOUT 6 MILES S. 30 DEG W. FROM WILBURTON ON W END AND HIGHEST
 EK1023'POINT OF LONG AND PROMINENT TIMBERED RIDGE EXTENDING NEARLY
 EK1023'E AND W.  CREST OF RIDGE FOR SEVERAL HUNDRED FEET ON BOTH
 EK1023'SIDES OF STATION IS SOLID ROCK.
 EK1023'
 EK1023'SURFACE MARK IS A BRONZE STATION DISK IN BEDROCK.
 EK1023'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN BEDROCK.
 EK1023'
 EK1023'R.M. 1 IS 6.070 METERS FROM STATION, S 66 DEG 16 MIN W.
 EK1023'
 EK1023'R.M. 2 IS 4.060 METERS FROM STATION, N 59 DEG 39 MIN E.
 EK1023'
 EK1023'BEST REACHED FROM WILBURTON BY TAKING ROAD WHICH FOLLOWS
 EK1023'SECTION LINE DUE S FROM W EDGE OF TOWN.  THIS ROAD CROSSES
 EK1023'MAIN RIDGE 4 MILES E OF STATION AND THIS POINT IS THE NEAREST
 EK1023'PRACTICABLE APPROACH FOR TRUCKS.
 EK1023
 EK1023                          STATION RECOVERY (1934)
 EK1023
 EK1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK1023'ON LAND OWNED BY T.B. GILLILAND.  STAMPED WILBURTON 1919,
 EK1023'GOOD.  STATION SHOWS RECENT WORK HAD BEEN DONE.
 EK1023'
 EK1023'REFERENCE MARK 1, HOLE IN ROCK, DISK REMOVED.
 EK1023'
 EK1023'REFERENCE MARK 2, HOLE IN ROCK, DISK REMOVED.
 EK1023'
 EK1023'NEW REFERENCE MARK SET AT APPROXIMATELY SAME AZIMUTH AS
 EK1023'REFERENCE MARK 1 AT ABOUT 33 FEET DISTANT.  STAMPED 1934.
 EK1023'
 EK1023'NEW REFERENCE MARK SET AT APPROXIMATELY SAME AZIMUTH AS
 EK1023'REFERENCE MARK 2 AT ABOUT 60 FEET DISTANT.  STAMPED 1934.
 EK1023'
 EK1023'BEST REACHED BY ROAD S AT W END OF WILBURTON, CROSSING THE
 EK1023'RIDGE ABOUT 4 MILES S, THENCE W TO MORRIS MULLEN PLACE WHICH
 EK1023'IS ABOUT 15 MILES FROM WILBURTON BY ROAD.  AT THIS PLACE
 EK1023'TAKE TIE TRAIL UP JUG HOLLOW ABOUT 2 MILES UNTIL DIRECTLY
 EK1023'S OF LARGE PROMINENT ROCK, LOCALLY KNOWN AS WHITE BLUFF.
 EK1023'ON THIS ROCK STATION IS LOCATED ABOUT 1 MILE FROM JUG HOLLOW.
 EK1023
 EK1023                          STATION RECOVERY (1934)
 EK1023
 EK1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 EK1023'STATION WAS RECOVERED IN GOOD CONDITION, ALTHOUGH THE REFERENCE
 EK1023'MARKS HAD BEEN DESTROYED.  NEW REFERENCE MARKS WERE ESTABLISHED.
 EK1023'ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE EXCEPT THAT
 EK1023'THE STATION IS ON THE E END AND HIGHEST POINT OF LONG PROMINENT
 EK1023'TIMBERED RIDGE, AND NOT ON W END.
 EK1023'
 EK1023'REFERENCE MARK 1, 1934, 10.420 METERS (34.20 FEET) E FROM
 EK1023'STATION SET IN ROCK.
 EK1023'
 EK1023'REFERENCE MARK 2, 1934, 13.367 METERS (43.84 FEET) SW FROM
 EK1023'STATION, CORRECTED FOR SLOPE.
 EK1023
 EK1023                          STATION RECOVERY (1952)
 EK1023
 EK1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK1023'STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 EK1023'ALL MARKS WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS
 EK1023'FOUND IN THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS.
 EK1023'A NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION DISCRIPTION
 EK1023'OF 1934 IS ADEQUATE.  A NEW AND COMPLETE TO-REACH DESCRIPTION
 EK1023'FOLLOWS.
 EK1023'
 EK1023'AZIMUTH MARK IS 23 FEET WEST -SOUTHWEST OF A TRIANGLE BLAZED
 EK1023'TREE, 21 FEET EAST OF A TRIANGLE BLAZED TREE AND 1.6 FEET
 EK1023'NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 EK1023'2 INCHES AND THE DISK IS STAMPED, WILBURTON 1952.
 EK1023'
 EK1023'TO REACH THE STATION FROM THE POST OFFICE IN WILBURTON,
 EK1023'GO WEST ON U.S. HIGHWAY 270 FOR 0.3 MILE TO THE JUNCTION OF
 EK1023'U.S. HIGHWAY 270 AND STATE HIGHWAY 2.  CONTINUE WESTERLY ON
 EK1023'U.S. HIGHWAY 270 FOR 0.65 MILE TO JUNCTION OF U.S. HIGHWAY 270
 EK1023'AND STATE HIGHWAY 2.  TURN LEFT ON STATE HIGHWAY 2 AND GO
 EK1023'SOUTHERLY FOR 5.6 MILES TO A FORKS.  TAKE RIGHT FORK AND
 EK1023'FOLLOW MAIN TRAVELED ROAD FOR 1.9 MILES TO A T-ROAD ON THE
 EK1023'RIGHT AT A FORD.  TURN RIGHT AND GO WESTERLY FOR 0.45 MILE
 EK1023'TO A WIRE GATE ON THE RIGHT.  CONTINUE WESTERLY FOR 0.4
 EK1023'MILE TO A T-ROAD.  TURN RIGHT AND GO NORTHERLY FOR 0.4 MILE
 EK1023'TO A FARM HOUSE.  THIS IS END OF TRUCK TRAVEL WITH A
 EK1023'2-WHEEL DRIVE VEHICLE.  IF AVAILABLE A 4-WHEEL VEHICLE CAN
 EK1023'CONTINUE NORTH AND WEST FOR 1.25 MILES TO THE AZIMUTH MARK
 EK1023'ON THE RIGHT AS DESCRIBED ABOVE.  FROM THIS POINT PACK
 EK1023'NORTHWESTERLY TO THE BARE TOP OF THE MOUNTAIN AND THE
 EK1023'STATION SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0992 ***********************************************************************
 EL0992  DESIGNATION -  WILD
 EL0992  PID         -  EL0992
 EL0992  STATE/COUNTY-  OK/STEPHENS
 EL0992  COUNTRY     -  US
 EL0992  USGS QUAD   -  LAKE FUQUA (2018)
 EL0992
 EL0992                         *CURRENT SURVEY CONTROL
 EL0992  ______________________________________________________________________
 EL0992* NAD 83(1993) POSITION- 34 31 27.41952(N) 097 40 16.53950(W)   ADJUSTED
 EL0992* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 EL0992  ______________________________________________________________________
 EL0992  GEOID HEIGHT    -        -25.771 (meters)                     GEOID18
 EL0992  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 EL0992  HORZ ORDER      -  SECOND
 EL0992
 EL0992.The horizontal coordinates were established by classical geodetic methods
 EL0992.and adjusted by the National Geodetic Survey in November 1994.
 EL0992
 EL0992.The orthometric height was scaled from a topographic map.
 EL0992
 EL0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0992.GEOID18 height accuracy estimate available here.
 EL0992
 EL0992.Click photographs - Photos may exist for this station.
 EL0992
 EL0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0992
 EL0992. The following values were computed from the NAD 83(1993) position.
 EL0992
 EL0992;                    North         East     Units Scale Factor Converg.
 EL0992;SPC OK S     -   132,153.101   630,180.659   MT  0.99993649   +0 11 11.8
 EL0992;SPC OK S     -   433,572.30  2,067,517.71   sFT  0.99993649   +0 11 11.8
 EL0992;UTM  14      - 3,821,091.468   621,951.116   MT  0.99978331   +0 45 11.4
 EL0992
 EL0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0992!SPC OK S     -   0.99994894  x   0.99993649  =   0.99988543
 EL0992!UTM  14      -   0.99994894  x   0.99978331  =   0.99973226
 EL0992
 EL0992:                Primary Azimuth Mark                     Grid Az
 EL0992:SPC OK S     -  WILD AZ MK                               197 45 54.4
 EL0992:UTM  14      -  WILD AZ MK                               197 11 54.8
 EL0992
 EL0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD2195121091(NAD 83)
 EL0992
 EL0992|---------------------------------------------------------------------|
 EL0992| PID    Reference Object                     Distance      Geod. Az  |
 EL0992|                                                           dddmmss.s |
 EL0992| EL0936 VELMA RADIO STA KKC 380 MAST        APPROX. 8.3 KM 1761525.8 |
 EL0992| CY3118 WILD RM 1                            16.794 METERS 19402     |
 EL0992| CY3117 WILD AZ MK                                         1975706.2 |
 EL0992| CY3119 WILD RM 2                             6.115 METERS 31403     |
 EL0992|---------------------------------------------------------------------|
 EL0992
 EL0992                          SUPERSEDED SURVEY CONTROL
 EL0992
 EL0992  NAD 83(1986)-  34 31 27.42415(N)    097 40 16.52697(W) AD(       ) 2
 EL0992  NAD 27      -  34 31 27.13000(N)    097 40 15.41630(W) AD(       ) 2
 EL0992
 EL0992.Superseded values are not recommended for survey control.
 EL0992
 EL0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0992.See file dsdata.pdf to determine how the superseded data were derived.
 EL0992
 EL0992_MARKER: DS = TRIANGULATION STATION DISK
 EL0992_SETTING: 66 = SET IN ROCK OUTCROP
 EL0992_STAMPING: WILD 1954
 EL0992_MARK LOGO: CGS
 EL0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0992+STABILITY: POSITION/ELEVATION WELL
 EL0992
 EL0992  HISTORY     - Date     Condition        Report By
 EL0992  HISTORY     - 1954     MONUMENTED       CGS
 EL0992  HISTORY     - 1963     GOOD             CGS
 EL0992
 EL0992                          STATION DESCRIPTION
 EL0992
 EL0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0992'THE STATION IS LOCATED 5 MILES NORTH OF VELMA, ON THE SOUTH
 EL0992'SUMMIT OF A PROMINENT BUTTE THAT LIES IN THE FORKS OF A ROAD.
 EL0992'THE HILL IS KNOWN LOCALLY AS SUGAR LOAF MOUNTAIN AND IS ON THE
 EL0992'PROPERTY OF HAROLD BIFFLE.
 EL0992'
 EL0992'TO REACH FROM THE WEST SIDE OF THE VELMA-ALMA SCHOOL IN VELMA,
 EL0992'DRIVE NORTHWEST ON STATE HIGHWAY 7 FOR 0.6 MILE TO THE VELMA
 EL0992'POST OFFICE ON THE LEFT.  KEEP STRAIGHT AHEAD ON HIGHWAY
 EL0992'FOR ABOUT 300 YARDS TO A Y-FORK.  TAKE RIGHT FORK AND DRIVE
 EL0992'NORTH FOR 0.15 MILE TO A T-ROAD JUNCTION AT THE NORTHWEST CORNER
 EL0992'OF THE VELMA CEMETERY.  TURN RIGHT AND DRIVE 0.35 MILE TO A
 EL0992'SHARP LEFT TURN IN ROAD.  TURN LEFT WITH ROAD AND CONTINUE
 EL0992'NORTH FOR 3.0 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND
 EL0992'DRIVE WEST FOR 0.3 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND
 EL0992'DRIVE NORTH FOR 0.9 MILE TO A CATTLE-GUARD CROSSING AND THE
 EL0992'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.1 MILE TO A
 EL0992'Y-FORK.  KEEP RIGHT FORK AND CONTINUE 0.15 MILE TO THE
 EL0992'STATION BUTTE ON THE LEFT AND END OF TRUCK TRAVEL.  PACK
 EL0992'NORTH UP STEEP SLOPE TO HIGHEST POINT AND STATION.
 EL0992'
 EL0992'STATION MARK, STAMPED WILD 1954, IS A STANDARD DISK CEMENTED IN A
 EL0992'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 EL0992'OF THE GROUND.
 EL0992'
 EL0992'REFERENCE MARK 1, STAMPED WILD NO 1 1954.  IS A STANDARD DISK
 EL0992'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 EL0992'FLUSH WITH THE GROUND.  IT IS LOCATED ON THE SOUTHWEST EDGE
 EL0992'OF BUTTE.
 EL0992'
 EL0992'REFERENCE MARK 2, STAMPED WILD NO 2 1954, IS A STANDARD DISK
 EL0992'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 EL0992'WITH THE GROUND.
 EL0992'
 EL0992'AZIMUTH MARK, STAMPED WILD 1954, IS A STANDARD DISK SET IN THE
 EL0992'TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 EL0992'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS SET IN A
 EL0992'FENCE CORNER OF THE WEST RIGHT-OF-WAY FENCELINE, 25 FEET
 EL0992'WEST-SOUTHWEST OF THE WEST END OF CATTLE-GUARD AND 30 FEET WEST
 EL0992'OF THE CENTERLINE OF ROAD.
 EL0992'
 EL0992'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 EL0992
 EL0992                          STATION RECOVERY (1963)
 EL0992
 EL0992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EL0992'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED AND
 EL0992'FOUND IN GOOD CONDITION.
 EL0992'
 EL0992'THE DESCRIPTION TO REACH IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1028 ***********************************************************************
 FH1028  DESIGNATION -  WILDHORSE
 FH1028  PID         -  FH1028
 FH1028  STATE/COUNTY-  OK/SEQUOYAH
 FH1028  COUNTRY     -  US
 FH1028  USGS QUAD   -  SALLISAW (2019)
 FH1028
 FH1028                         *CURRENT SURVEY CONTROL
 FH1028  ______________________________________________________________________
 FH1028* NAD 83(1993) POSITION- 35 24 07.66124(N) 094 46 34.51188(W)   ADJUSTED
 FH1028* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 FH1028  ______________________________________________________________________
 FH1028  GEOID HEIGHT    -        -30.190 (meters)                     GEOID18
 FH1028  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 FH1028  HORZ ORDER      -  FIRST
 FH1028
 FH1028.The horizontal coordinates were established by classical geodetic methods
 FH1028.and adjusted by the National Geodetic Survey in November 1994.
 FH1028
 FH1028.The orthometric height was scaled from a topographic map.
 FH1028
 FH1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1028.GEOID18 height accuracy estimate available here.
 FH1028
 FH1028.Click photographs - Photos may exist for this station.
 FH1028
 FH1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1028
 FH1028. The following values were computed from the NAD 83(1993) position.
 FH1028
 FH1028;                    North         East     Units Scale Factor Converg.
 FH1028;SPC OK N     -    49,479.343   892,799.070   MT  1.00003394   +1 54 08.9
 FH1028;SPC OK N     -   162,333.48  2,929,124.95   sFT  1.00003394   +1 54 08.9
 FH1028;SPC OK S     -   234,164.863   892,804.207   MT  1.00003772   +1 49 47.5
 FH1028;SPC OK S     -   768,255.89  2,929,141.80   sFT  1.00003772   +1 49 47.5
 FH1028;UTM  15      - 3,919,087.713   338,702.339   MT  0.99992063   -1 01 45.2
 FH1028
 FH1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1028!SPC OK N     -   0.99996329  x   1.00003394  =   0.99999722
 FH1028!SPC OK S     -   0.99996329  x   1.00003772  =   1.00000100
 FH1028!UTM  15      -   0.99996329  x   0.99992063  =   0.99988392
 FH1028
 FH1028:                Primary Azimuth Mark                     Grid Az
 FH1028:SPC OK N     -  WILDHORSE AZ MK                          269 04 42.8
 FH1028:SPC OK S     -  WILDHORSE AZ MK                          269 09 04.2
 FH1028:UTM  15      -  WILDHORSE AZ MK                          272 00 36.9
 FH1028
 FH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3870219087(NAD 83)
 FH1028
 FH1028|---------------------------------------------------------------------|
 FH1028| PID    Reference Object                     Distance      Geod. Az  |
 FH1028|                                                           dddmmss.s |
 FH1028| CI2777 WILDHORSE RM 1                       20.226 METERS 16456     |
 FH1028| CI2778 WILDHORSE RM 2                       38.148 METERS 22042     |
 FH1028| CI2776 WILDHORSE AZ MK                                    2705851.7 |
 FH1028| FH1029 SALLISAW MUNICIPAL TANK             APPROX. 6.7 KM 3483022.2 |
 FH1028|---------------------------------------------------------------------|
 FH1028
 FH1028                          SUPERSEDED SURVEY CONTROL
 FH1028
 FH1028  NAD 83(1986)-  35 24 07.66680(N)    094 46 34.49954(W) AD(       ) 1
 FH1028  NAD 27      -  35 24 07.32900(N)    094 46 33.69200(W) AD(       ) 1
 FH1028
 FH1028.Superseded values are not recommended for survey control.
 FH1028
 FH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1028.See file dsdata.pdf to determine how the superseded data were derived.
 FH1028
 FH1028_MARKER: DS = TRIANGULATION STATION DISK
 FH1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1028_STAMPING: WILDHORSE 1940
 FH1028_MARK LOGO: CGS
 FH1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1028+STABILITY: SURFACE MOTION
 FH1028
 FH1028  HISTORY     - Date     Condition        Report By
 FH1028  HISTORY     - 1940     MONUMENTED       CGS
 FH1028  HISTORY     - 1959     GOOD             CGS
 FH1028  HISTORY     - 1965     GOOD             USGS
 FH1028  HISTORY     - 1970     GOOD             OKDH
 FH1028
 FH1028                          STATION DESCRIPTION
 FH1028
 FH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1028'THE STATION IS LOCATED IN SEQUOYAH COUNTY, ABOUT 4 MILES SSE
 FH1028'OF SALLISAW.  IT IS ON THE HIGHEST PART OF WILDHORSE MOUNTAIN,
 FH1028'ON LAND OWNED BY THE MISSOURI LAND CO., OF MUSKOGEE, OKLAHOMA.
 FH1028'THE TOP OF THE MOUNTAIN IS PARTLY UNDER CULTIVATION AND PARTLY
 FH1028'IN TIMBER, THE STATION SITE IS IN TIMBER.  IT IS 106 FEET N
 FH1028'OF AN E-W ROAD, 75 FEET W OF A CULTIVATED FIELD ON THE E SIDE
 FH1028'AND 25 FEET S OF A CULTIVATED FIELD ON THE N SIDE.  IT IS IN
 FH1028'A GROWTH OF SMALL OAK TREES AND 0.1 MILE E OF A FARMHOUSE
 FH1028'OCCUPIED BY LUKE BROWN.  THE MARK PROJECTS 3 INCHES AND IS
 FH1028'STAMPED WILDHORSE 1940.
 FH1028'
 FH1028'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1028'
 FH1028'UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 FH1028'IN BEDROCK.
 FH1028'
 FH1028'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 FH1028'40 FEET N OF AN E-W ROAD, IN A GROVE OF SMALL OAK TREES.
 FH1028'IT IS A STANDARD DISK SET IN A BOULDER ABOUT 3 BY 5 FEET IN
 FH1028'SIZE, FLUSH WITH THE GROUND.  STAMPED WILDHORSE NO.1, 1940.
 FH1028'REFERENCE MARK NO.2 IS ABOUT 2 FEET LOWER THAN THE STATION
 FH1028'25 FEET N OF AN E-W ROAD, IN A GROVE OF SMALL OAK TREES.  IT
 FH1028'IS A STANDARD DISK SET IN A BOULDER ABOUT 2 BY 7 FEET IN
 FH1028'SIZE, PROJECTS 6 INCHES, AND IS STAMPED WILDHORSE NO.2 1940.
 FH1028'
 FH1028'THE AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, 150
 FH1028'FEET N OF THE ROAD, 45 FEET N OF CULTIVATED FIELD AND IN A
 FH1028'GROWTH OF SMALL OAK TREES.  IT IS 0.15 MILE W OF LUKE BROWNS
 FH1028'RESIDENCE, AND IS A STANDARD DISK SET IN A BOULDER ABOUT 2
 FH1028'BY 4 FEET IN SIZE, THE TOP OF WHICH PROJECTS 2 INCHES.  IT
 FH1028'IS STAMPED WILDHORSE 1940.  THERE IS A WHITE REFERENCE POST
 FH1028'5 FEET NW OF THE MARK AND A TRIANGLE BLAZE ON A 20-INCH OAK
 FH1028'TREE 24 PACES WNW OF THE MARK.
 FH1028'
 FH1028'TO REACH THE STATION FROM SALLISAW, GO W ON U.S. HIGHWAY 64
 FH1028'FOR 1.0 MILE TO THE JUNCTION WITH U.S. HIGHWAY 59.  TURN S
 FH1028'ON U.S. HIGHWAY 59 FOR 4.35 MILES TO A PRIVATE ROAD TURNING
 FH1028'SHARPLY TO THE LEFT (NE) ABOUT 100 YARDS N OF A SMALL HOUSE
 FH1028'ON THE E SIDE OF THE ROAD.  TURN LEFT ON THIS ROAD, UP BANK,
 FH1028'AND FOLLOW AROUND EDGE OF FIELD 0.35 MILE, THENCE LEFT ON
 FH1028'TURNROW BETWEEN FIELDS ABOUT 0.2 MILE TO POINT ABOUT 50 SE
 FH1028'OF FARMHOUSE.  FOLLOW TURNROW E, CONTINUING ON WOODS ROAD FOR
 FH1028'0.5 MILE TO ITS INTERSECTION WITH OLD N-S ROAD.  TURN S, UP
 FH1028'HILL, FOR 0.25 MILE, THENCE LEFT (E) ON OLD WOOD ROAD FOR
 FH1028'1.25 MILES TO THE AZIMUTH MARK ON THE N SIDE OF THE ROAD.
 FH1028'CONTINUE E FOR 0.15 MILE TO LUKE BROWNS RESIDENCE.  PASS
 FH1028'TO THE N OF THE HOUSE AND CONTINUE 0.1 MILE TO THE
 FH1028'STATION ON THE N SIDE OF THE ROAD.
 FH1028
 FH1028                          STATION RECOVERY (1959)
 FH1028
 FH1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1028'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FH1028'TOP OF THE MOUNTAIN IS NO LONGER UNDER CULTIVATION AND THE
 FH1028'HOUSE THAT WAS LOCATED ABOUT 0.1 MILE WEST OF THE STATION
 FH1028'IS GONE.  THE STATION IS ABOUT 50 YARDS EAST OF A NORTH-SOUTH
 FH1028'LINE OF TREES THAT DIVIDES TWO OLD FIELDS AND IS NEAR THE
 FH1028'NORTHEAST CORNER OF A PLOT OF TIMBER THAT JUTS OUT INTO THE
 FH1028'EAST FIELD.  THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE
 FH1028'STATION, IN THE SOUTH EDGE OF THE WOODS, ABOUT 20 FEET
 FH1028'NORTHWEST OF A TRIANGLE BLAZED 10-INCH OAK TREE.  BLAZES WERE
 FH1028'CUT ON SMALLER TREES FACING THE MARK.  THIS MARK IS FLUSH
 FH1028'WITH THE GROUND.
 FH1028'
 FH1028'TO REACH FROM SALLISAW, FROM THE RAILROAD STATION, GO WEST
 FH1028'ON U.S. HIGHWAY 64 FOR 1.0 MILE TO JUNCTION WITH U.S. HIGHWAY
 FH1028'59, TURN LEFT AND GO SOUTHERLY ON U.S. 59 FOR 4.45 MILES TO
 FH1028'A DRIVEWAY ON THE LEFT NEAR TOP OF GRADE, TURN SHARP LEFT
 FH1028'AND FOLLOW FARM ROAD EAST AND SOUTH FOR 0.4 MILE TO A GATE
 FH1028'AT SOUTHWEST CORNER OF A CORRAL, TURN LEFT THROUGH GATE AND GO
 FH1028'EASTERLY ON TRACK ROAD FOR 0.5 MILE TO INTERSECTION WITH OLD
 FH1028'NORTH-SOUTH ROAD, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO AN
 FH1028'OLD WOODS ROAD ON LEFT, TURN LEFT AND GO EASTERLY FOR 1.0
 FH1028'MILE TO A WIRE GATE, PASS THROUGH GATE FOR ABOUT 50 FEET
 FH1028'THEN TURN LEFT AND GO NORTH TO EAST OF A POND FOR ABOUT 0.1
 FH1028'MILE, TURN RIGHT AND GO EAST FOR 0.1 MILE TO AZIMUTH MARK
 FH1028'ON LEFT AS DESCRIBED, CONTINUE EAST FOR ABOUT 0.25 MILE
 FH1028'TO STATION.
 FH1028
 FH1028                          STATION RECOVERY (1965)
 FH1028
 FH1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FH1028'MARK FOUND IN GOOD CONDITION AND IS ADEQUATELY DESCRIBED.  STATION IS
 FH1028'APPROXIMATELY 50 FEET WEST OF A POWER LINE WHICH WILL CROSS THE
 FH1028'RIDGE NEAR THE STATION.
 FH1028'
 FH1028'TRIANGULATION STATION SHORT CAN BE SEEN FROM THE GROUND.  A CLEAR
 FH1028'LINE OF SIGHT HAS BEEN CLEARED BY THE HIGHWAY DEPARTMENT.
 FH1028'
 FH1028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES ESE OF
 FH1028'SALLISAW.
 FH1028
 FH1028                          STATION RECOVERY (1970)
 FH1028
 FH1028'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (HGU)
 FH1028'WILDHORSE 1940 RECOVERED IN GOOD CONDITION.
 FH1028'
 FH1028'DESCRIPTION ADEQUATE.  NOTE MONUMENT IS UNDER A HIGH TENSION POWER
 FH1028'LINE THAT RUNS IN A NORTHWEST-SOUTHEAST DIRECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1018 ***********************************************************************
 FJ1018  DESIGNATION -  WILL ROGERS APT OUTER MARKER
 FJ1018  PID         -  FJ1018
 FJ1018  STATE/COUNTY-  OK/CLEVELAND
 FJ1018  COUNTRY     -  US
 FJ1018  USGS QUAD   -  OKLAHOMA CITY SE (2018)
 FJ1018
 FJ1018                         *CURRENT SURVEY CONTROL
 FJ1018  ______________________________________________________________________
 FJ1018* NAD 83(1993) POSITION- 35 18 56.28318(N) 097 36 20.67686(W)   ADJUSTED
 FJ1018  ______________________________________________________________________
 FJ1018  GEOID HEIGHT    -        -26.759 (meters)                     GEOID18
 FJ1018  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 FJ1018  HORZ ORDER      -  THIRD
 FJ1018
 FJ1018.The horizontal coordinates were established by classical geodetic methods
 FJ1018.and adjusted by the National Geodetic Survey in November 1994.
 FJ1018
 FJ1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1018.GEOID18 height accuracy estimate available here.
 FJ1018
 FJ1018.Click photographs - Photos may exist for this station.
 FJ1018
 FJ1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1018
 FJ1018. The following values were computed from the NAD 83(1993) position.
 FJ1018
 FJ1018;                    North         East     Units Scale Factor Converg.
 FJ1018;SPC OK S     -   219,962.331   635,852.726   MT  1.00001730   +0 13 25.6
 FJ1018;SPC OK S     -   721,659.75  2,086,126.82   sFT  1.00001730   +0 13 25.6
 FJ1018;UTM  14      - 3,908,938.169   626,741.905   MT  0.99979796   +0 48 22.0
 FJ1018
 FJ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2674108938(NAD 83)
 FJ1018
 FJ1018                          SUPERSEDED SURVEY CONTROL
 FJ1018
 FJ1018  NAD 83(1986)-  35 18 56.28869(N)    097 36 20.66025(W) AD(       ) 3
 FJ1018  NAD 27      -  35 18 56.06242(N)    097 36 19.51963(W) AD(       ) 3
 FJ1018
 FJ1018.Superseded values are not recommended for survey control.
 FJ1018
 FJ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1018.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1018
 FJ1018
 FJ1018  HISTORY     - Date     Condition        Report By
 FJ1018  HISTORY     - 1957     FIRST OBSERVED   CGS
 FJ1018  HISTORY     - 1963     GOOD             CGS
 FJ1018
 FJ1018                          STATION DESCRIPTION
 FJ1018
 FJ1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1018'STATION IS ABOUT 4-1/2 MILES NORTH OF NEWCASTLE, IN THE NORTHEAST
 FJ1018'1/4 OF SECTION 27, T 10 N, R 4 W.
 FJ1018'
 FJ1018'IT IS A HEAVY MESH WIRE SCREEN, SUPPORTED BY 9 LEGS, MEASURING
 FJ1018'14 FT X 14 FT.  A TRAVERSE CONNECTION WAS MADE TO THIS MARKER
 FJ1018'FROM TRIANGULATION STATION BOTTOM.  THE DISTANCE = 12.206
 FJ1018'METERS-40.05 FT.
 FJ1018
 FJ1018                          STATION RECOVERY (1963)
 FJ1018
 FJ1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 FJ1018'THE STATION WAS RECOVERED AND FOUND TO BE IN ITS ORIGINAL
 FJ1018'POSITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1010 ***********************************************************************
 FJ1010  DESIGNATION -  WILL ROGERS FIELD BEACON
 FJ1010  PID         -  FJ1010
 FJ1010  STATE/COUNTY-  OK/OKLAHOMA
 FJ1010  COUNTRY     -  US
 FJ1010  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ1010
 FJ1010                         *CURRENT SURVEY CONTROL
 FJ1010  ______________________________________________________________________
 FJ1010* NAD 83(1993) POSITION- 35 23 57.31499(N) 097 37 19.37596(W)   ADJUSTED
 FJ1010  ______________________________________________________________________
 FJ1010  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 FJ1010  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 FJ1010  HORZ ORDER      -  THIRD
 FJ1010
 FJ1010.The horizontal coordinates were established by classical geodetic methods
 FJ1010.and adjusted by the National Geodetic Survey in November 1994.
 FJ1010
 FJ1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1010.GEOID18 height accuracy estimate available here.
 FJ1010
 FJ1010.Click photographs - Photos may exist for this station.
 FJ1010
 FJ1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1010
 FJ1010. The following values were computed from the NAD 83(1993) position.
 FJ1010
 FJ1010;                    North         East     Units Scale Factor Converg.
 FJ1010;SPC OK N     -    44,365.716   634,335.141   MT  1.00003460   +0 13 23.0
 FJ1010;SPC OK N     -   145,556.52  2,081,147.88   sFT  1.00003460   +0 13 23.0
 FJ1010;SPC OK S     -   229,234.238   634,335.230   MT  1.00003700   +0 12 52.3
 FJ1010;SPC OK S     -   752,079.33  2,081,148.17   sFT  1.00003700   +0 12 52.3
 FJ1010;UTM  14      - 3,918,192.011   625,130.510   MT  0.99979296   +0 47 53.9
 FJ1010
 FJ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE2513018192(NAD 83)
 FJ1010
 FJ1010                          SUPERSEDED SURVEY CONTROL
 FJ1010
 FJ1010  NAD 83(1986)-  35 23 57.32124(N)    097 37 19.35994(W) AD(       ) 3
 FJ1010  NAD 27      -  35 23 57.09708(N)    097 37 18.20360(W) AD(       ) 3
 FJ1010
 FJ1010.Superseded values are not recommended for survey control.
 FJ1010
 FJ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1010.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1010
 FJ1010_MARKER: 21 = AIRPORT BEACON
 FJ1010
 FJ1010  HISTORY     - Date     Condition        Report By
 FJ1010  HISTORY     - 1954     FIRST OBSERVED   CGS
 FJ1010
 FJ1010                          STATION DESCRIPTION
 FJ1010
 FJ1010'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0899 ***********************************************************************
 EK0899  DESIGNATION -  WILLIAMS
 EK0899  PID         -  EK0899
 EK0899  STATE/COUNTY-  OK/MCCURTAIN
 EK0899  COUNTRY     -  US
 EK0899  USGS QUAD   -  TABLERVILLE (2018)
 EK0899
 EK0899                         *CURRENT SURVEY CONTROL
 EK0899  ______________________________________________________________________
 EK0899* NAD 83(1997) POSITION- 34 14 56.60016(N) 094 33 05.23667(W)   ADJUSTED
 EK0899* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 EK0899  ______________________________________________________________________
 EK0899  GEOID HEIGHT    -        -29.033 (meters)                     GEOID18
 EK0899  LAPLACE CORR    -          3.71  (seconds)                    DEFLEC18
 EK0899  HORZ ORDER      -  SECOND
 EK0899
 EK0899.The horizontal coordinates were established by classical geodetic methods
 EK0899.and adjusted by the National Geodetic Survey in September 1999.
 EK0899
 EK0899.The orthometric height was scaled from a topographic map.
 EK0899
 EK0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0899.GEOID18 height accuracy estimate available here.
 EK0899
 EK0899.Click photographs - Photos may exist for this station.
 EK0899
 EK0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0899
 EK0899. The following values were computed from the NAD 83(1997) position.
 EK0899
 EK0899;                    North         East     Units Scale Factor Converg.
 EK0899;SPC OK S     -   107,000.359   917,583.578   MT  0.99995295   +1 57 26.8
 EK0899;SPC OK S     -   351,050.34  3,010,438.79   sFT  0.99995295   +1 57 26.8
 EK0899;UTM  15      - 3,790,860.032   357,139.568   MT  0.99985158   -0 52 23.9
 EK0899
 EK0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0899!SPC OK S     -   0.99993250  x   0.99995295  =   0.99988545
 EK0899!UTM  15      -   0.99993250  x   0.99985158  =   0.99978409
 EK0899
 EK0899:                Primary Azimuth Mark                     Grid Az
 EK0899:SPC OK S     -  WILLIAMS AZ MK                           171 12 04.9
 EK0899:UTM  15      -  WILLIAMS AZ MK                           174 01 55.6
 EK0899
 EK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5713990860(NAD 83)
 EK0899
 EK0899|---------------------------------------------------------------------|
 EK0899| PID    Reference Object                     Distance      Geod. Az  |
 EK0899|                                                           dddmmss.s |
 EK0899| EK0891 WHISKEY MTN LOOKOUT TOWER           APPROX.16.4 KM 0490242.0 |
 EK0899| EK0872 GILLHAM LOOKOUT TOWER               APPROX.23.4 KM 1094732.9 |
 EK0899| CX7412 WILLIAMS RM 1                        18.514 METERS 11118     |
 EK0899| CX7411 WILLIAMS AZ MK                                     1730931.7 |
 EK0899| EK0911 CARNASAW LOOKOUT TOWER              APPROX.14.1 KM 2143352.7 |
 EK0899| CX7413 WILLIAMS RM 2                        27.310 METERS 23019     |
 EK0899| EK0926 CARTER MT LOOKOUT TOWER             APPROX.20.7 KM 2702538.6 |
 EK0899|---------------------------------------------------------------------|
 EK0899
 EK0899                          SUPERSEDED SURVEY CONTROL
 EK0899
 EK0899  NAD 83(1993)-  34 14 56.60152(N)    094 33 05.23714(W) AD(       ) 2
 EK0899  NAD 83(1986)-  34 14 56.60556(N)    094 33 05.23000(W) AD(       ) 2
 EK0899  NAD 27      -  34 14 56.21800(N)    094 33 04.45200(W) AD(       ) 2
 EK0899
 EK0899.Superseded values are not recommended for survey control.
 EK0899
 EK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0899.See file dsdata.pdf to determine how the superseded data were derived.
 EK0899
 EK0899_MARKER: DS = TRIANGULATION STATION DISK
 EK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0899_STAMPING: WILLIAMS 1952
 EK0899_MARK LOGO: CGS
 EK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0899+STABILITY: SURFACE MOTION
 EK0899
 EK0899  HISTORY     - Date     Condition        Report By
 EK0899  HISTORY     - 1952     MONUMENTED       CGS
 EK0899
 EK0899                          STATION DESCRIPTION
 EK0899
 EK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0899'STATION IS LOCATED ABOUT 7 MILES EAST AND 4 MILES NORTH OF
 EK0899'HOCHATOWN AND 4-1/2 MILES WEST OF THE ARKANSAS-OKLAHOMA
 EK0899'STATE LINE ON SUMMIT OF A PROMINENT TIMBERED HILL KNOWN
 EK0899'AS SAM WILLIAMS MOUNTAIN.  STATION IS 33 FEET WEST OF THE
 EK0899'APPROXIMATE CENTERLINE OF ROAD, 26 FEET NORTH OF LARGE HOLLOW
 EK0899'TREE WITH TRIANGLE BLAZE AND 4 FEET WEST OF WITNESS POST.
 EK0899'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 EK0899'WILLIAMS 1952.
 EK0899'
 EK0899'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE APPROXIMATE
 EK0899'CENTERLINE OF ROAD.  THE DISK IS SET IN THE TOP OF A LARGE
 EK0899'BOULDER AND IS STAMPED WILLIAMS NO 1 1952.
 EK0899'
 EK0899'REFERENCE MARK NO. 2 IS SET FLUSH IN ROCK AND IS STAMPED
 EK0899'WILLIAMS NO 2 1952.
 EK0899'
 EK0899'AZIMUTH MARK IS 13 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 EK0899'OF ROAD, 4 FEET WEST OF LARGE TREE AND 3 FEET SOUTHEAST OF
 EK0899'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 EK0899'IS STAMPED WILLIAMS 1952.
 EK0899'
 EK0899'TO REACH FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF U.S.
 EK0899'HIGHWAY 70 AND STATE ROUTE 21 IN BROKEN BOW GO EASTERLY ON
 EK0899'U.S. HIGHWAY 70 FOR 7.0 MILES TO THE MT. FORK RIVER BRIDGE.
 EK0899'CONTINUE EASTERLY FOR 1.1 MILES TO CROSS ROADS.  TURN LEFT
 EK0899'AND GO NORTH, EAST AND NORTH ON MAIN GRAVEL ROAD FOR 8.8
 EK0899'MILES TO T ROAD LEFT AT SIGN CARNASAW MT. TOWER.  CONTINUE
 EK0899'STRAIGHT AHEAD FOR 0.5 MILE TO FORKS AND SIGN ROCK CREEK
 EK0899'TRAIL.  CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR 0.5 MILE
 EK0899'TO FORKS AND SIGN PINE MT. SPR. TRAIL.  TAKE RIGHT FORK AND
 EK0899'FOLLOW MAIN ROAD FOR 4.6 MILES TO T ROAD LEFT AND SIGN SPUR
 EK0899'CUT OFF.  TURN LEFT ON T ROAD AND GO 2.95 MILES TO TOP OF
 EK0899'HILL AND AZIMUTH ON RIGHT OR SOUTH SIDE OF ROAD AS
 EK0899'DESCRIBED.  CONTINUE FOR 1.25 MILE TO HOUSE ON RIGHT.
 EK0899'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO T ROAD LEFT.  TURN
 EK0899'LEFT ON NARROW ROAD AND GO 0.8 MILE TO HIGHEST POINT
 EK0899'AND STATION AS DESCRIBED.
 EK0899'
 EK0899'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0996 ***********************************************************************
 EL0996  DESIGNATION -  WILLIAMS
 EL0996  PID         -  EL0996
 EL0996  STATE/COUNTY-  OK/STEPHENS
 EL0996  COUNTRY     -  US
 EL0996  USGS QUAD   -  DUNCAN NORTH (2018)
 EL0996
 EL0996                         *CURRENT SURVEY CONTROL
 EL0996  ______________________________________________________________________
 EL0996* NAD 83(1993) POSITION- 34 35 39.73420(N) 097 58 03.17884(W)   ADJUSTED
 EL0996* NAVD 88 ORTHO HEIGHT -   394.1   (meters)     1293.    (feet) VERTCON3
 EL0996  ______________________________________________________________________
 EL0996  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 EL0996  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 EL0996  HORZ ORDER      -  SECOND
 EL0996
 EL0996.The horizontal coordinates were established by classical geodetic methods
 EL0996.and adjusted by the National Geodetic Survey in November 1994.
 EL0996
 EL0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0996
 EL0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0996.GEOID18 height accuracy estimate available here.
 EL0996
 EL0996.Click photographs - Photos may exist for this station.
 EL0996
 EL0996.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0996
 EL0996. The following values were computed from the NAD 83(1993) position.
 EL0996
 EL0996;                    North         East     Units Scale Factor Converg.
 EL0996;SPC OK S     -   139,878.911   602,976.684   MT  0.99993596   +0 01 06.3
 EL0996;SPC OK S     -   458,919.39  1,978,266.00   sFT  0.99993596   +0 01 06.3
 EL0996;UTM  14      - 3,828,546.158   594,677.192   MT  0.99971048   +0 35 10.4
 EL0996
 EL0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0996!SPC OK S     -   0.99994221  x   0.99993596  =   0.99987818
 EL0996!UTM  14      -   0.99994221  x   0.99971048  =   0.99965271
 EL0996
 EL0996:                Primary Azimuth Mark                     Grid Az
 EL0996:SPC OK S     -  WILLIAMS AZ MK                           271 10 02.9
 EL0996:UTM  14      -  WILLIAMS AZ MK                           270 35 58.8
 EL0996
 EL0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9467728546(NAD 83)
 EL0996
 EL0996|---------------------------------------------------------------------|
 EL0996| PID    Reference Object                     Distance      Geod. Az  |
 EL0996|                                                           dddmmss.s |
 EL0996| EL1009 MARLOW CITY HALL SPIRE              APPROX. 5.9 KM 0074804.2 |
 EL0996| EL0997 28 A 12 A                            14.260 METERS 08442     |
 EL0996| CY3128 WILLIAMS RM 2                        19.899 METERS 17448     |
 EL0996| CY3127 WILLIAMS AZ MK                                     2711109.2 |
 EL0996|---------------------------------------------------------------------|
 EL0996
 EL0996                          SUPERSEDED SURVEY CONTROL
 EL0996
 EL0996  NAD 83(1986)-  34 35 39.73883(N)    097 58 03.16348(W) AD(       ) 2
 EL0996  NAD 27      -  34 35 39.46600(N)    097 58 02.02900(W) AD(       ) 2
 EL0996  NGVD 29 (07/19/86)  394.0    (m)         1293.     (f) VERT ANG       
 EL0996
 EL0996.Superseded values are not recommended for survey control.
 EL0996
 EL0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0996.See file dsdata.pdf to determine how the superseded data were derived.
 EL0996
 EL0996_MARKER: DS = TRIANGULATION STATION DISK
 EL0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0996_STAMPING: WILLIAMS 1948
 EL0996_MARK LOGO: CGS
 EL0996_PROJECTION: FLUSH
 EL0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0996+STABILITY: SURFACE MOTION
 EL0996
 EL0996  HISTORY     - Date     Condition        Report By
 EL0996  HISTORY     - 1948     MONUMENTED       CGS
 EL0996  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EL0996
 EL0996                          STATION DESCRIPTION
 EL0996
 EL0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EL0996'STATION IS LOCATED ABOUT 4 MILES SOUTH OF MARLOW AND 6.5 MILES
 EL0996'NORTH OF DUNCAN IN ABOUT THE CENTER OF A TRIANGLE FORMED BY THE
 EL0996'JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 7.  IT IS 44 FEET
 EL0996'WEST OF THE SOUTHWEST CORNER OF A MONUMENT ERECTED IN HONOR OF
 EL0996'FORMER SHERIFF HAL WILLIAMS.  THE MARK IS STAMPED WILLIAMS 1948
 EL0996'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 EL0996'
 EL0996'REFERENCE MARK NO. 1 IS A MONEL RIVET OF THE OKLAHOMA GEOLOGICAL
 EL0996'SURVEY LOCATED IN THE SOUTHEAST CORNER OF THE MONUMENT BASE.  IT
 EL0996'IS LISTED IN THE OKLAHOMA GEOLOGICAL SURVEY BULLETIN NO. 58 AS
 EL0996'28-A 12-A.  THE CONCRETE BASE OF THE MONUMENT IS 0.190 METERS
 EL0996'ABOVE THE SURFACE OF THE GROUND.  THERE IS NO STAMPING ON THIS
 EL0996'MARK.
 EL0996'
 EL0996'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION IN THE SOUTHWEST
 EL0996'SECTION OF THE TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAYS.
 EL0996'IT IS 51 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 7 AND 79
 EL0996'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MONUMENT.  THE MARK
 EL0996'IS STAMPED WILLIAMS NO 2 1948 AND IS FLUSH WITH THE SURFACE OF
 EL0996'THE GROUND.
 EL0996'
 EL0996'AZIMUTH MARK IS WEST OF THE STATION, 47.5 FEET NORTH OF THE CENTER
 EL0996'OF STATE HIGHWAY 7, 5 FEET NORTH OF A T-FENCE CORNER AT THE WEST
 EL0996'END OF A WIRE GATE, 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND
 EL0996'1 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED WILLIAMS 1948 AZ
 EL0996'AND PROJECTS 4 INCHES.
 EL0996'
 EL0996'TO REACH FROM LAWTON, GO EAST ON STATE HIGHWAY 7 FOR 24 MILES TO
 EL0996'THE JUNCTION OF U.S. HIGHWAY 81 AND THE STATION AS DESCRIBED.
 EL0996'
 EL0996'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION ON THE NORTH SIDE
 EL0996'OF THE HIGHWAY.
 EL0996'
 EL0996'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 30 FEET.
 EL0996'
 EL0996'A 100 FOOT SIGNAL AT BURNS IS VISIBLE AT 30 FEET.
 EL0996'
 EL0996'A 4 FOOT SIGNAL AT STONE IS VISIBLE AT 30 FEET.
 EL0996'
 EL0996'A 74 FOOT SIGNAL AT OSARIA-MARLOW (USGS) 2 IS VISIBLE AT 30 FEET.
 EL0996
 EL0996                          STATION RECOVERY (1965)
 EL0996
 EL0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EL0996'SEARCHED FOR BUT NOT FOUND, BELIEVE STATION WAS DESTROYED DURING
 EL0996'ROAD CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1019 ***********************************************************************
 FH1019  DESIGNATION -  WILLIAMS
 FH1019  PID         -  FH1019
 FH1019  STATE/COUNTY-  OK/LE FLORE
 FH1019  COUNTRY     -  US
 FH1019  USGS QUAD   -  SPIRO (2018)
 FH1019
 FH1019                         *CURRENT SURVEY CONTROL
 FH1019  ______________________________________________________________________
 FH1019* NAD 83(1997) POSITION- 35 11 08.08297(N) 094 34 19.46137(W)   ADJUSTED
 FH1019* NAVD 88 ORTHO HEIGHT -   237.    (meters)      778.    (feet) SCALED
 FH1019  ______________________________________________________________________
 FH1019  GEOID HEIGHT    -        -30.950 (meters)                     GEOID18
 FH1019  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 FH1019  HORZ ORDER      -  SECOND
 FH1019
 FH1019.The horizontal coordinates were established by classical geodetic methods
 FH1019.and adjusted by the National Geodetic Survey in September 1999.
 FH1019
 FH1019.The orthometric height was scaled from a topographic map.
 FH1019
 FH1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1019.GEOID18 height accuracy estimate available here.
 FH1019
 FH1019.Click photographs - Photos may exist for this station.
 FH1019
 FH1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1019
 FH1019. The following values were computed from the NAD 83(1997) position.
 FH1019
 FH1019;                    North         East     Units Scale Factor Converg.
 FH1019;SPC OK S     -   210,764.131   912,158.218   MT  0.99999091   +1 56 44.7
 FH1019;SPC OK S     -   691,481.99  2,992,639.09   sFT  0.99999091   +1 56 44.7
 FH1019;UTM  15      - 3,894,755.026   356,864.323   MT  0.99985250   -0 54 21.7
 FH1019
 FH1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1019!SPC OK S     -   0.99996764  x   0.99999091  =   0.99995855
 FH1019!UTM  15      -   0.99996764  x   0.99985250  =   0.99982015
 FH1019
 FH1019:                Primary Azimuth Mark                     Grid Az
 FH1019:SPC OK S     -  WILLIAMS AZ MK                           158 28 14.9
 FH1019:UTM  15      -  WILLIAMS AZ MK                           161 19 21.3
 FH1019
 FH1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5686494755(NAD 83)
 FH1019
 FH1019|---------------------------------------------------------------------|
 FH1019| PID    Reference Object                     Distance      Geod. Az  |
 FH1019|                                                           dddmmss.s |
 FH1019| CI2785 WILLIAMS RM 1                                      02956     |
 FH1019| CI2786 WILLIAMS RM 2                         4.818 METERS 12029     |
 FH1019| CI2784 WILLIAMS AZ MK                                     1602459.6 |
 FH1019|---------------------------------------------------------------------|
 FH1019
 FH1019                          SUPERSEDED SURVEY CONTROL
 FH1019
 FH1019  NAD 83(1993)-  35 11 08.08276(N)    094 34 19.46026(W) AD(       ) 2
 FH1019  NAD 83(1986)-  35 11 08.08603(N)    094 34 19.45422(W) AD(       ) 2
 FH1019  NAD 27      -  35 11 07.73600(N)    094 34 18.65900(W) AD(       ) 2
 FH1019
 FH1019.Superseded values are not recommended for survey control.
 FH1019
 FH1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1019.See file dsdata.pdf to determine how the superseded data were derived.
 FH1019
 FH1019_MARKER: DS = TRIANGULATION STATION DISK
 FH1019_SETTING: 66 = SET IN ROCK OUTCROP
 FH1019_STAMPING: WILLIAMS 1940
 FH1019_MARK LOGO: CGS
 FH1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1019+STABILITY: POSITION/ELEVATION WELL
 FH1019
 FH1019  HISTORY     - Date     Condition        Report By
 FH1019  HISTORY     - 1940     MONUMENTED       CGS
 FH1019  HISTORY     - 1959     GOOD             CGS
 FH1019
 FH1019                          STATION DESCRIPTION
 FH1019
 FH1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1019'STATION IS LOCATED ABOUT 5.0 MILES SE OF SPIRO, 2.0 MILES NW
 FH1019'OF WILLIAMS ON THE SW END OF BACKBONE RIDGE.  THIS POINT IS
 FH1019'THE NE ONE OF SEVERAL POINTS, THE RIDGE DROPS SHARPLY TO THE
 FH1019'POTEAU RIVER ON THE N AND A SADDLE TO THE E.
 FH1019'
 FH1019'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN A
 FH1019'DRILL HOLE IN OUTCROPPING BEDROCK.
 FH1019'
 FH1019'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1019'
 FH1019'STATION IS STAMPED WILLIAMS 1940 AND IS SET FLUSH WITH THE
 FH1019'GROUND.  IT IS 24.5 FEET SW OF A 14-INCH OAK TREE THAT HAS
 FH1019'BEEN STRUCK BY LIGHTNING.
 FH1019'
 FH1019'REFERENCE MARK NO.1 IS STAMPED WILLIAMS NO.1, 1940 AND IS
 FH1019'SET FLUSH WITH THE GROUND AT ABOUT THE SAME ELEVATION AS
 FH1019'THE STATION.  IT IS 12.5 FEET W OF A 14-INCH OAK TREE STRUCK
 FH1019'BY LIGHTNING.  REFERENCE MARK NO.2 IS STAMPED WILLIAMS NO.2,
 FH1019'1940 SET IN BEDROCK FLUSH WITH GROUND, ABOUT THE SAME ELEVATION
 FH1019'AS THE STATION.
 FH1019'
 FH1019'AZIMUTH MARK IS STAMPED WILLIAMS 1940 AND PROJECTS ABOUT 4
 FH1019'INCHES ABOVE THE GROUND.  IT IS 61.5 FEET W OF A FENCE CORNER,
 FH1019'1.0 FOOT S OF FENCE, 5.0 FEET E OF A WHITE REFERENCE POST,
 FH1019'15.0 FEET N OF THE CENTER LINE OF DIRT ROAD, AND ABOUT 120.0
 FH1019'FEET WSW OF A HOUSE OWNED AND OCCUPIED BY W.A. GREEN.
 FH1019'
 FH1019'STATION IS REACHED AS FOLLOWS- FROM ONE BLOCK E OF THE POST
 FH1019'OFFICE IN WILLIAMS, GO N 0.65 MILE TO A CROSS ROAD.  TURN
 FH1019'LEFT (W) AND GO 0.3 MILE TO A FORK.  KEEP RIGHT FORK W AND
 FH1019'GO 0.75 MILE TO AZIMUTH MARK ON THE RIGHT (N).  CONTINUE W
 FH1019'0.5 MILE TO WHERE MAIN ROAD TURNS RIGHT (N).  TURN RIGHT (N)
 FH1019'AND GO 0.4 MILE TO FOOT OF HILL WHERE MAIN-TRAVELED ROAD TURNS
 FH1019'LEFT.  AT THIS POINT THERE IS A ROAD RIGHT TO A HOUSE AND
 FH1019'A TRACK ROAD THROUGH WIRE GATE STRAIGHT AHEAD.  TAKE TRACK
 FH1019'ROAD THROUGH WIRE GATE, UP-GRADE, ALONG HILLSIDE 0.2 MILE TO
 FH1019'A DIM FORK AND A TRIANGLE BLAZE ON A SMALL OAK TREE ON THE
 FH1019'RIGHT.  TURN RIGHT AND GO 50 YARDS TO DIM FORK TO THE LEFT.
 FH1019'TAKE LEFT FORK AND FOLLOW WOOD ROAD 0.5 MILE TO THE
 FH1019'HIGHEST POINT AND STATION JUST BEYOND SMALL SADDLE.
 FH1019'
 FH1019'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 FH1019
 FH1019                          STATION RECOVERY (1959)
 FH1019
 FH1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1019'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1019'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE AZIMUTH MARK
 FH1019'FROM THE VILLAGE OF WILLIAMS IS ADEQUATE.  IT IS NO LONGER
 FH1019'POSSIBLE TO DRIVE IN TO THE STATION FROM THE WEST.  A BLADED
 FH1019'ROAD WAS FOUND RUNNING ALONG THE TOP OF THE RIDGE ABOUT 100
 FH1019'YARDS SOUTH OF THE STATION.  THE WAY TO DRIVE TO THE STATION
 FH1019'IS TO GO NORTH FROM THE T-INTERSECTION ABOUT 0.5 MILE EAST
 FH1019'OF THE AZIMUTH MARK.  FOLLOW THIS ROAD NORTH FOR ABOUT 0.65
 FH1019'MILE TO THE LAST HOUSE ON THE LEFT.  ACCORDING TO LOCAL
 FH1019'INFORMATION A PRIVATE ROAD GOES WEST FROM THIS HOUSE AND IS
 FH1019'THE ROAD THAT PASSES ABOUT 100 YARDS SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0712 ***********************************************************************
 EM0712  DESIGNATION -  WILLIS
 EM0712  PID         -  EM0712
 EM0712  STATE/COUNTY-  OK/COTTON
 EM0712  COUNTRY     -  US
 EM0712  USGS QUAD   -  THORNBERRY (2019)
 EM0712
 EM0712                         *CURRENT SURVEY CONTROL
 EM0712  ______________________________________________________________________
 EM0712* NAD 83(1993) POSITION- 34 05 29.07009(N) 098 29 41.39030(W)   ADJUSTED
 EM0712* NAVD 88 ORTHO HEIGHT -   338.1   (meters)     1109.    (feet) VERTCON3
 EM0712  ______________________________________________________________________
 EM0712  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 EM0712  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC18
 EM0712  HORZ ORDER      -  SECOND
 EM0712
 EM0712.The horizontal coordinates were established by classical geodetic methods
 EM0712.and adjusted by the National Geodetic Survey in November 1994.
 EM0712
 EM0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0712
 EM0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0712.GEOID18 height accuracy estimate available here.
 EM0712
 EM0712.Click photographs - Photos may exist for this station.
 EM0712
 EM0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0712
 EM0712. The following values were computed from the NAD 83(1993) position.
 EM0712
 EM0712;                    North         East     Units Scale Factor Converg.
 EM0712;SPC OK S     -    84,200.367   554,335.632   MT  0.99997269   -0 16 51.1
 EM0712;SPC OK S     -   276,247.37  1,818,682.82   sFT  0.99997269   -0 16 51.1
 EM0712;SPC TXNC     - 2,268,896.520   600,477.076   MT  1.00003718   +0 00 10.1
 EM0712;SPC TXNC     - 7,443,871.33  1,970,065.21   sFT  1.00003718   +0 00 10.1
 EM0712;UTM  14      - 3,772,406.384   546,601.492   MT  0.99962677   +0 16 59.4
 EM0712
 EM0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0712!SPC OK S     -   0.99995118  x   0.99997269  =   0.99992387
 EM0712!SPC TXNC     -   0.99995118  x   1.00003718  =   0.99998836
 EM0712!UTM  14      -   0.99995118  x   0.99962677  =   0.99957797
 EM0712
 EM0712:                Primary Azimuth Mark                     Grid Az
 EM0712:SPC OK S     -  WILLIS AZ MK                             084 43 46.0
 EM0712:SPC TXNC     -  WILLIS AZ MK                             084 26 44.8
 EM0712:UTM  14      -  WILLIS AZ MK                             084 09 55.5
 EM0712
 EM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4660172406(NAD 83)
 EM0712
 EM0712|---------------------------------------------------------------------|
 EM0712| PID    Reference Object                     Distance      Geod. Az  |
 EM0712|                                                           dddmmss.s |
 EM0712| CX8998 WILLIS AZ MK                                       0842654.9 |
 EM0712| CX8999 WILLIS RM                           124.501 METERS 16925     |
 EM0712| CX9000 WILLIS RM 3                          28.295 METERS 24345     |
 EM0712|---------------------------------------------------------------------|
 EM0712
 EM0712                          SUPERSEDED SURVEY CONTROL
 EM0712
 EM0712  NAD 83(1986)-  34 05 29.07382(N)    098 29 41.37710(W) AD(       ) 2
 EM0712  NAD 27      -  34 05 28.73800(N)    098 29 40.18000(W) AD(       ) 2
 EM0712  USSD        -  34 05 28.69800(N)    098 29 40.59900(W) AD(       ) 3
 EM0712  NGVD 29 (07/19/86)  338.0    (m)         1109.     (f) VERT ANG       
 EM0712
 EM0712.Superseded values are not recommended for survey control.
 EM0712
 EM0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0712.See file dsdata.pdf to determine how the superseded data were derived.
 EM0712
 EM0712_MARKER: DS = TRIANGULATION STATION DISK
 EM0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0712_STAMPING: WILLIS 1923
 EM0712_MARK LOGO: CGS
 EM0712_PROJECTION: RECESSED 5 CENTIMETERS
 EM0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0712+STABILITY: SURFACE MOTION
 EM0712
 EM0712  HISTORY     - Date     Condition        Report By
 EM0712  HISTORY     - 1923     MONUMENTED       CGS
 EM0712  HISTORY     - 1934     GOOD             CGS
 EM0712  HISTORY     - 1937     GOOD             OKDH
 EM0712  HISTORY     - 1957     MARK NOT FOUND   USGS
 EM0712  HISTORY     - 1960     SEE DESCRIPTION  CGS
 EM0712  HISTORY     - 1961     GOOD             CGS
 EM0712  HISTORY     - 1963     GOOD             CGS
 EM0712
 EM0712                          STATION DESCRIPTION
 EM0712
 EM0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0712'STATION IS 5-1/2 MILES S AND 1-1/2 MILES W OF RANDLETT, ON
 EM0712'HIGHEST POINT OF THE BLUFF ON N BANK OF RED RIVER, IN SE 1/4
 EM0712'SEC. 30, T 5 S, R 12 W, ON EXCESS LAND CLAIMED BY A.L. WILLIS,
 EM0712'ABOUT 1/2 MILE NEARLY DUE W OF HIS HOUSE, ABOUT 25 FEET SW
 EM0712'OF THE CORNER OF FENCE ALONG TOP OF BLUFF AT POINT WHERE
 EM0712'THE FENCE FROM THE S MAKES A TURN OF 90 DEG TO W.
 EM0712'
 EM0712'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0712'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0712'
 EM0712'REFERENCE MARK, PLACED AT INTERSECTION OF FENCES, IS 124.50
 EM0712'METERS (408.5 FEET) FROM STATION, N 10 DEG 36 MIN 06 SEC W.
 EM0712'
 EM0712'ELEVATION OF STATION 338.0 METERS (1,109 FEET).
 EM0712
 EM0712                          STATION RECOVERY (1934)
 EM0712
 EM0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EM0712'DESCRIPTION ADEQUATE EXCEPT REFERENCE MARK, N 10 DEG 36 MIN
 EM0712'06 SEC W IS IN ERROR 180 DEG.
 EM0712
 EM0712                          STATION RECOVERY (1937)
 EM0712
 EM0712'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1937
 EM0712'ORIGINAL DESCRIPTION CORRECT.  STATION IS 0.65 MILE S FROM
 EM0712'NE CORNER SEC. 30, T 5 S, R 12 W, AND 540 FEET E OF N AND
 EM0712'S 1/4 SECTION LINE FENCE ON LINE WITH S SIDE OF S BARN AT WILLIS
 EM0712'HOUSE IN BEND OF FENCE AS DESCRIBED.
 EM0712
 EM0712                          STATION RECOVERY (1957)
 EM0712
 EM0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EM0712'THIS MARK WAS SEARCHED FOR AND NOT RECOVERED.  THE REFERENCE
 EM0712'MARK IS STILL GOOD.
 EM0712
 EM0712                          STATION RECOVERY (1960)
 EM0712
 EM0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JOB)
 EM0712'STATION WAS RECOVERED APPROXIMATELY ONE FOOT BELOW GROUND
 EM0712'SURFACE.  EVIDENTLY STATION HAD BEEN BURIED AS A RESULT OF
 EM0712'CULTIVATION OF FARM LAND.  STATION IS IN GOOD CONDITION.
 EM0712'THREE WITNESS STAKES WERE PLACED AROUND STATION TO MARK
 EM0712'LOCATION AND AVOID DAMAGE FROM FARM EQUIPMENT.  ADDITIONAL
 EM0712'REFERENCE STAKE WAS PLACED 12.40 METERS W OF STATION.
 EM0712
 EM0712                          STATION RECOVERY (1961)
 EM0712
 EM0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 EM0712'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AND
 EM0712'WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO THE
 EM0712'REFERENCE MARK WAS VERIFIED.  AN ERROR OF 179 DEGREES 59
 EM0712'MINUTES 19 SECONDS WAS FOUND IN THE DIRECTION TO THE REFERENCE
 EM0712'MARK.
 EM0712'
 EM0712'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED BY
 EM0712'THIS PARTY.
 EM0712'
 EM0712'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EM0712'
 EM0712'THE STATION IS APPROXIMATELY 5-1/2 MILES SOUTH AND 1-1/2
 EM0712'MILES WEST OF RANDLETT, OKLAHOMA, 4-1/2 MILES EAST OF BURKBURNETT,
 EM0712'TEXAS, ON THE HIGHEST POINT OF THE BLUFF ON THE NORTH BANK
 EM0712'OF THE RED RIVER, IN THE SOUTHEAST 1/4 SECTION 30, T 5 S,
 EM0712'R 12 W, AND ON LAND OWNED BY MR. NOBLE PIRTLE.
 EM0712'
 EM0712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277
 EM0712'AND 281 AND TEXAS 240 AT THE NORTHEAST PART OF BURKBURNETT,
 EM0712'GO NORTHERLY ON HIGHWAYS 277 AND 281 FOR 1.55 MILES TO THE
 EM0712'NORTH END OF THE BRIDGE OVER THE RED RIVER.  CONTINUE 0.15
 EM0712'MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY, ON
 EM0712'THE DIRT ROAD FOR 1.5 MILES TO A T-ROAD.  TURN RIGHT AND GO
 EM0712'SOUTH AND EAST FOR 1.5 MILES TO A CROSSROAD.  TURN RIGHT,
 EM0712'GO 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 EM0712'STRAIGHT AHEAD FOR 0.1 MILE TO A FIELD ENTRANCE AND A GATE ON
 EM0712'THE RIGHT.  TURN RIGHT AND FOLLOW THE FIELD ROAD 0.35 MILE
 EM0712'TO THE HIGHEST POINT OF THE BLUFF AND THE STATION.
 EM0712'
 EM0712'STATION MARK, A STANDARD DISK STAMPED WILLIS 1923, IS SET
 EM0712'IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF
 EM0712'THE GROUND.  IT IS 101 FEET NORTH OF THE NORTH EDGE OF THE
 EM0712'BLUFF, 91 FEET NORTHEAST OF A METAL WITNESS POST AND 0.5
 EM0712'FOOT WEST OF A WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 EM0712'INSPECTED BY THIS PARTY.
 EM0712'
 EM0712'REFERENCE MARK, A STANDARD DISK STAMPED WILLIS 1923, IS SET IN
 EM0712'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 EM0712'GROUND.  IT IS 16 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 EM0712'THE BLUFF AND 11 FEET WEST OF A LONE FENCE POST.
 EM0712'
 EM0712'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WILLIS NO 3
 EM0712'1923, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 EM0712'IT IS 26 FEET NORTH OF THE NORTH EDGE OF THE BLUFF AND 1.5
 EM0712'FEET EAST OF A METAL WITNESS POST.
 EM0712'
 EM0712'AZIMUTH MARK, A STANDARD DISK STAMPED WILLIS 1923, IS SET
 EM0712'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 EM0712'27 FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET NORTH OF
 EM0712'A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 EM0712'
 EM0712'NOTE - REFERENCE MARK NO. 3 MEASURED WITH 5 KG. TAPE TENSION.
 EM0712'
 EM0712'REFERENCE MARK MEASURED WITH A 300 FOOT TAPE PULLING 15 KG.
 EM0712'TAPE TENSION.
 EM0712
 EM0712                          STATION RECOVERY (1963)
 EM0712
 EM0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0712'STATION AND REFERENCE MARK 1923 RECOVERED AND FOUND IN GOOD
 EM0712'CONDITION, A REFERENCE MARK STAMPED WILLIS NO 3 1923 WAS FOUND
 EM0712'WEST-SOUTHWEST OF THE STATION WHICH APPEARED TO HAVE BEEN
 EM0712'SET RECENTLY, THE LATEST DESCRIPTION WAS NOT FURNISHED.  SEE
 EM0712'1961 DESCRIPTION FOR DETAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0591 ***********************************************************************
 FK0591  DESIGNATION -  WILLOW
 FK0591  PID         -  FK0591
 FK0591  STATE/COUNTY-  OK/GREER
 FK0591  COUNTRY     -  US
 FK0591  USGS QUAD   -  LAKE CREEK (2018)
 FK0591
 FK0591                         *CURRENT SURVEY CONTROL
 FK0591  ______________________________________________________________________
 FK0591* NAD 83(1993) POSITION- 35 03 46.55456(N) 099 29 48.96107(W)   ADJUSTED
 FK0591* NAVD 88 ORTHO HEIGHT -   535.47  (+/-2cm)     1756.8   (feet) VERTCON3
 FK0591  ______________________________________________________________________
 FK0591  GEOID HEIGHT    -        -26.160 (meters)                     GEOID18
 FK0591  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 FK0591  HORZ ORDER      -  FIRST
 FK0591  VERT ORDER      -  THIRD ? (See Below)
 FK0591
 FK0591.The horizontal coordinates were established by classical geodetic methods
 FK0591.and adjusted by the National Geodetic Survey in November 1994.
 FK0591
 FK0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0591
 FK0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0591.GEOID18 height accuracy estimate available here.
 FK0591
 FK0591.The vertical order pertains to the NGVD 29 superseded value.
 FK0591
 FK0591.Click photographs - Photos may exist for this station.
 FK0591
 FK0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0591
 FK0591. The following values were computed from the NAD 83(1993) position.
 FK0591
 FK0591;                    North         East     Units Scale Factor Converg.
 FK0591;SPC OK S     -   192,869.139   463,461.373   MT  0.99997076   -0 50 58.9
 FK0591;SPC OK S     -   632,771.50  1,520,539.52   sFT  0.99997076   -0 50 58.9
 FK0591;UTM  14      - 3,880,134.884   454,688.535   MT  0.99962530   -0 17 07.7
 FK0591
 FK0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0591!SPC OK S     -   0.99992006  x   0.99997076  =   0.99989082
 FK0591!UTM  14      -   0.99992006  x   0.99962530  =   0.99954539
 FK0591
 FK0591:                Primary Azimuth Mark                     Grid Az
 FK0591:SPC OK S     -  WILLOW AZ MK                             218 55 32.4
 FK0591:UTM  14      -  WILLOW AZ MK                             218 21 41.2
 FK0591
 FK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5468880134(NAD 83)
 FK0591
 FK0591|---------------------------------------------------------------------|
 FK0591| PID    Reference Object                     Distance      Geod. Az  |
 FK0591|                                                           dddmmss.s |
 FK0591| CL3626 WILLOW RM 2                           3.118 METERS 09109     |
 FK0591| FK0594 WILLOW AZ MK                        APPROX. 2.6 KM 2180433.5 |
 FK0591| CL3625 WILLOW RM 1                           9.007 METERS 26908     |
 FK0591|---------------------------------------------------------------------|
 FK0591
 FK0591                          SUPERSEDED SURVEY CONTROL
 FK0591
 FK0591  NAD 83(1986)-  35 03 46.56002(N)    099 29 48.95601(W) AD(       ) 1
 FK0591  NAD 27      -  35 03 46.36440(N)    099 29 47.63410(W) AD(       ) 1
 FK0591  NGVD 29             535.28   (m)         1756.2    (f) LEVELING    3  
 FK0591
 FK0591.Superseded values are not recommended for survey control.
 FK0591
 FK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0591.See file dsdata.pdf to determine how the superseded data were derived.
 FK0591
 FK0591_MARKER: DS = TRIANGULATION STATION DISK
 FK0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0591_STAMPING: WILLOW 1961
 FK0591_MARK LOGO: CGS
 FK0591_PROJECTION: FLUSH
 FK0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0591+STABILITY: SURFACE MOTION
 FK0591
 FK0591  HISTORY     - Date     Condition        Report By
 FK0591  HISTORY     - 1961     MONUMENTED       CGS
 FK0591
 FK0591                          STATION DESCRIPTION
 FK0591
 FK0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0591'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF WILLOW
 FK0591'AND 0.25 MILE EAST OF U.S. HIGHWAY 283 ON U.S. GOVERNMENT
 FK0591'PROPERTY.
 FK0591'
 FK0591'TO REACH THE STATION FROM THE POST OFFICE IN WILLOW, GO
 FK0591'EAST ON THE MAIN STREET FOR 0.5 MILE TO U.S. HIGHWAY 283,
 FK0591'TURN LEFT AND FOLLOW THE HIGHWAY NORTH FOR 0.5 MILE TO A
 FK0591'CROSSROAD, CONTINUE NORTH FOR 0.2 MILE TO THE ACCESS ROAD
 FK0591'ON THE RIGHT.  TURN RIGHT THROUGH THE SECURITY GATE AND
 FK0591'CONTINUE AHEAD, BEARING TO THE LEFT, FOR 0.2 MILE TO THE
 FK0591'NORTH BOUNDARY FENCE AND THE STATION.
 FK0591'
 FK0591'THE STATION MARK IS A STANDARD DISK STAMPED WILLOW 1961,
 FK0591'SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 5.8
 FK0591'FEET SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTH OF THE
 FK0591'NORTH BOUNDARY FENCE.
 FK0591'
 FK0591'RM 1 IS A STANDARD DISK STAMPED WILLOW NO 1 1961, SET IN
 FK0591'A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 24.6 FEET
 FK0591'WEST OF THE WITNESS POST AND 2 FEET SOUTH OF THE FENCE.
 FK0591'
 FK0591'RM 2 IS THE NORTH SILO CENTER REFERENCE MARK, A BRONZE DISK
 FK0591'WITH NO STAMPING NOR CAST LETTERING, SET IN A SQUARE CONCRETE
 FK0591'MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 15.6 FEET
 FK0591'EAST OF THE WITNESS POST AND 3 FEET SOUTH OF THE FENCE.
 FK0591'
 FK0591'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILLOW 1961,
 FK0591'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 FK0591'IT IS 23 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 3.6
 FK0591'FEET EAST OF A WITNESS POST AND 3 FEET SOUTH OF THE FENCE.
 FK0591'TO REACH THE AZIMUTH MARK FROM THE STATION, GO THROUGH THE
 FK0591'SECURITY GATE TO U.S. HIGHWAY 283, TURN LEFT AND GO SOUTH
 FK0591'ON THE HIGHWAY FOR 1.2 MILES TO A CROSSROAD, TURN RIGHT AND
 FK0591'FOLLOW THE DIRT ROAD WEST FOR 0.65 TO A RAILROAD CROSSING,
 FK0591'CONTINUE WEST FOR 0.2 MILE TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0594 ***********************************************************************
 FK0594  DESIGNATION -  WILLOW AZ MK
 FK0594  PID         -  FK0594
 FK0594  STATE/COUNTY-  OK/GREER
 FK0594  COUNTRY     -  US
 FK0594  USGS QUAD   -  WILLOW (2018)
 FK0594
 FK0594                         *CURRENT SURVEY CONTROL
 FK0594  ______________________________________________________________________
 FK0594* NAD 83(1993) POSITION- 35 02 39.69403(N) 099 30 52.64801(W)   ADJUSTED
 FK0594* NAVD 88 ORTHO HEIGHT -   531.8   (meters)     1745.    (feet) VERTCON3
 FK0594  ______________________________________________________________________
 FK0594  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 FK0594  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 FK0594  HORZ ORDER      -  FIRST
 FK0594
 FK0594.The horizontal coordinates were established by classical geodetic methods
 FK0594.and adjusted by the National Geodetic Survey in November 1994.
 FK0594
 FK0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0594
 FK0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0594.GEOID18 height accuracy estimate available here.
 FK0594
 FK0594.Click photographs - Photos may exist for this station.
 FK0594
 FK0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0594
 FK0594. The following values were computed from the NAD 83(1993) position.
 FK0594
 FK0594;                    North         East     Units Scale Factor Converg.
 FK0594;SPC OK S     -   190,833.058   461,816.960   MT  0.99996811   -0 51 35.0
 FK0594;SPC OK S     -   626,091.46  1,515,144.48   sFT  0.99996811   -0 51 35.0
 FK0594;UTM  14      - 3,878,083.413   453,064.808   MT  0.99962715   -0 17 43.8
 FK0594
 FK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FK0594!SPC OK S     -   0.99992064  x   0.99996811  =   0.99988876
 FK0594!UTM  14      -   0.99992064  x   0.99962715  =   0.99954782
 FK0594
 FK0594:                Primary Azimuth Mark                     Grid Az
 FK0594:SPC OK S     -  WILLOW MUNICIPAL TANK                    003 35 45.1
 FK0594:UTM  14      -  WILLOW MUNICIPAL TANK                    003 01 53.9
 FK0594
 FK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5306478083(NAD 83)
 FK0594
 FK0594|---------------------------------------------------------------------|
 FK0594| PID    Reference Object                     Distance      Geod. Az  |
 FK0594|                                                           dddmmss.s |
 FK0594| FK0595 WILLOW MUNICIPAL TANK               APPROX. 0.8 KM 0024410.1 |
 FK0594| FK0596 BRINKMAN MUNICIPAL TANK             APPROX. 3.7 KM 1845434.2 |
 FK0594|---------------------------------------------------------------------|
 FK0594
 FK0594                          SUPERSEDED SURVEY CONTROL
 FK0594
 FK0594  NAD 83(1986)-  35 02 39.69935(N)    099 30 52.64285(W) AD(       ) 1
 FK0594  NAD 27      -  35 02 39.50280(N)    099 30 51.31980(W) AD(       ) 1
 FK0594  NGVD 29 (07/19/86)  531.6    (m)         1744.     (f) VERT ANG       
 FK0594
 FK0594.Superseded values are not recommended for survey control.
 FK0594
 FK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0594.See file dsdata.pdf to determine how the superseded data were derived.
 FK0594
 FK0594_MARKER: DZ = AZIMUTH MARK DISK
 FK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0594_STAMPING: WILLOW 1961
 FK0594_MARK LOGO: CGS
 FK0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0594+STABILITY: SURFACE MOTION
 FK0594
 FK0594  HISTORY     - Date     Condition        Report By
 FK0594  HISTORY     - 1961     MONUMENTED       CGS
 FK0594  HISTORY     - 1963     GOOD             CGS
 FK0594
 FK0594                          STATION DESCRIPTION
 FK0594
 FK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0594'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF BRINKMAN,
 FK0594'3/4 MILE SOUTHWEST OF WILLOW AND ON THE ROAD RIGHT-OF-WAY.
 FK0594'
 FK0594'TO REACH THE STATION FROM THE POST OFFICE IN WILLOW, GO
 FK0594'EAST ON THE MAIN STREET FOR 0.55 MILE TO U.S. HIGHWAY 283,
 FK0594'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 283 FOR 0.5 MILE
 FK0594'TO A CROSSROADS, TURN RIGHT AND GO WEST ON A DIRT ROAD FOR
 FK0594'0.65 MILE TO A RAILROAD CROSSING, CONTINUE WEST FOR 0.2
 FK0594'MILE TO THE STATION ON THE RIGHT.
 FK0594'
 FK0594'THE STATION MARK IS A STANDARD AZIMUTH DISK STAMPED WILLOW
 FK0594'1961 AND IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FK0594'POST PROJECTING ABOUT 3 INCHES.  THE MARK IS 169 FEET NORTHWEST
 FK0594'OF A TELEPHONE POLE, 105 FEET NORTHEAST OF A FENCE CORNER
 FK0594'POST, 23 FEET NORTH OF THE CENTER OF A DIRT ROAD, 3.6 FEET
 FK0594'EAST-SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTH OF FENCE.
 FK0594
 FK0594                          STATION RECOVERY (1963)
 FK0594
 FK0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 FK0594'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 FK0594'THE POLE USED AS A REFERENCE TO THE MARK IS A POWER LINE
 FK0594'POLE INSTEAD OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0595 ***********************************************************************
 FK0595  DESIGNATION -  WILLOW MUNICIPAL TANK
 FK0595  PID         -  FK0595
 FK0595  STATE/COUNTY-  OK/GREER
 FK0595  COUNTRY     -  US
 FK0595  USGS QUAD   -  WILLOW (2018)
 FK0595
 FK0595                         *CURRENT SURVEY CONTROL
 FK0595  ______________________________________________________________________
 FK0595* NAD 83(1993) POSITION- 35 03 05.02647(N) 099 30 51.17578(W)   ADJUSTED
 FK0595  ______________________________________________________________________
 FK0595  GEOID HEIGHT    -        -26.184 (meters)                     GEOID18
 FK0595  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC18
 FK0595  HORZ ORDER      -  THIRD
 FK0595
 FK0595.The horizontal coordinates were established by classical geodetic methods
 FK0595.and adjusted by the National Geodetic Survey in November 1994.
 FK0595
 FK0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0595.GEOID18 height accuracy estimate available here.
 FK0595
 FK0595.Click photographs - Photos may exist for this station.
 FK0595
 FK0595.The Laplace correction was computed from DEFLEC18 derived deflections.
 FK0595
 FK0595. The following values were computed from the NAD 83(1993) position.
 FK0595
 FK0595;                    North         East     Units Scale Factor Converg.
 FK0595;SPC OK S     -   191,613.057   461,865.977   MT  0.99996910   -0 51 34.2
 FK0595;SPC OK S     -   628,650.50  1,515,305.29   sFT  0.99996910   -0 51 34.2
 FK0595;UTM  14      - 3,878,863.591   453,106.128   MT  0.99962710   -0 17 43.2
 FK0595
 FK0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5310678863(NAD 83)
 FK0595
 FK0595                          SUPERSEDED SURVEY CONTROL
 FK0595
 FK0595  NAD 83(1986)-  35 03 05.03181(N)    099 30 51.17117(W) AD(       ) 3
 FK0595  NAD 27      -  35 03 04.83400(N)    099 30 49.84800(W) AD(       ) 3
 FK0595
 FK0595.Superseded values are not recommended for survey control.
 FK0595
 FK0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0595.See file dsdata.pdf to determine how the superseded data were derived.
 FK0595
 FK0595_MARKER: 51 = TANK
 FK0595
 FK0595  HISTORY     - Date     Condition        Report By
 FK0595  HISTORY     - 1961     FIRST OBSERVED   CGS
 FK0595
 FK0595                          STATION DESCRIPTION
 FK0595
 FK0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 FK0595'THE STATION IS AT THE WEST EDGE OF THE CITY OF WILLOW.
 FK0595'
 FK0595'TO REACH THE STATION FROM THE POST OFFICE IN WILLOW GO WEST
 FK0595'ON THE MAIN STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 FK0595'
 FK0595'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER,
 FK0595'HAVING AN OVER-ALL HEIGHT OF 70 FEET AND THE BALL AT THE
 FK0595'APEX WAS THE POINT OBSERVED UPON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0534 ***********************************************************************
 GJ0534  DESIGNATION -  WILLSON
 GJ0534  PID         -  GJ0534
 GJ0534  STATE/COUNTY-  OK/GARFIELD
 GJ0534  COUNTRY     -  US
 GJ0534  USGS QUAD   -  DRUMMOND (2018)
 GJ0534
 GJ0534                         *CURRENT SURVEY CONTROL
 GJ0534  ______________________________________________________________________
 GJ0534* NAD 83(1993) POSITION- 36 17 14.37467(N) 098 02 12.92821(W)   ADJUSTED
 GJ0534* NAVD 88 ORTHO HEIGHT -   385.9   (meters)     1266.    (feet) VERTCON3
 GJ0534  ______________________________________________________________________
 GJ0534  GEOID HEIGHT    -        -27.584 (meters)                     GEOID18
 GJ0534  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 GJ0534  HORZ ORDER      -  FIRST
 GJ0534
 GJ0534.The horizontal coordinates were established by classical geodetic methods
 GJ0534.and adjusted by the National Geodetic Survey in November 1994.
 GJ0534
 GJ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0534
 GJ0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0534.GEOID18 height accuracy estimate available here.
 GJ0534
 GJ0534.Click photographs - Photos may exist for this station.
 GJ0534
 GJ0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0534
 GJ0534. The following values were computed from the NAD 83(1993) position.
 GJ0534
 GJ0534;                    North         East     Units Scale Factor Converg.
 GJ0534;SPC OK N     -   142,833.707   596,683.043   MT  0.99994759   -0 01 18.4
 GJ0534;SPC OK N     -   468,613.59  1,957,617.62   sFT  0.99994759   -0 01 18.4
 GJ0534;UTM  14      - 4,016,248.107   586,484.981   MT  0.99969216   +0 34 12.1
 GJ0534
 GJ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0534!SPC OK N     -   0.99994378  x   0.99994759  =   0.99989137
 GJ0534!UTM  14      -   0.99994378  x   0.99969216  =   0.99963595
 GJ0534
 GJ0534:                Primary Azimuth Mark                     Grid Az
 GJ0534:SPC OK N     -  WILLSON AZ MK                            023 31 05.7
 GJ0534:UTM  14      -  WILLSON AZ MK                            022 55 35.2
 GJ0534
 GJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8648416248(NAD 83)
 GJ0534
 GJ0534|---------------------------------------------------------------------|
 GJ0534| PID    Reference Object                     Distance      Geod. Az  |
 GJ0534|                                                           dddmmss.s |
 GJ0534| CL3628 WILLSON RM 1                         17.928 METERS 01342     |
 GJ0534| GJ0533 DRUMMOND MUNICIPAL STANDPIPE        APPROX. 1.1 KM 0180353.9 |
 GJ0534| CL3627 WILLSON AZ MK                                      0232947.3 |
 GJ0534| GH0810 VANCE AFB RADAR DOME                APPROX.13.1 KM 0633242.4 |
 GJ0534| GH0808 VANCE AFB WATER TANK                APPROX.13.3 KM 0635408.5 |
 GJ0534| GH0811 WAUKOMIS MUNICIPAL STANDPIPE        APPROX.11.7 KM 0942154.7 |
 GJ0534| CL3629 WILLSON RM 2                         16.022 METERS 26202     |
 GJ0534| GJ0530 LAHOMA MUNICIPAL STANDPIPE          APPROX.12.0 KM 3363401.0 |
 GJ0534|---------------------------------------------------------------------|
 GJ0534
 GJ0534                          SUPERSEDED SURVEY CONTROL
 GJ0534
 GJ0534  NAD 83(1986)-  36 17 14.37961(N)    098 02 12.91521(W) AD(       ) 1
 GJ0534  NAD 27      -  36 17 14.25474(N)    098 02 11.69266(W) AD(       ) 1
 GJ0534  NGVD 29 (07/19/86)  385.7    (m)         1265.     (f) VERT ANG       
 GJ0534
 GJ0534.Superseded values are not recommended for survey control.
 GJ0534
 GJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0534.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0534
 GJ0534_MARKER: DS = TRIANGULATION STATION DISK
 GJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0534_STAMPING: WILLSON 1968
 GJ0534_MARK LOGO: CGS
 GJ0534_PROJECTION: FLUSH
 GJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0534+STABILITY: SURFACE MOTION
 GJ0534
 GJ0534  HISTORY     - Date     Condition        Report By
 GJ0534  HISTORY     - 1968     MONUMENTED       CGS
 GJ0534
 GJ0534                          STATION DESCRIPTION
 GJ0534
 GJ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0534'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF ENID, 8
 GJ0534'MILES WEST OF WAUKOMIS, 1 MILE SOUTH OF DRUMMOND, IN THE
 GJ0534'NORTHEAST 1/4 OF SECTION 22, T 21 N, R 8 W, AND ON THE
 GJ0534'PROPERTY OF MR. DONEL E. WILLSON.
 GJ0534'
 GJ0534'TO REACH THE STATION FROM THE EAST ENTRANCE OF THE SCHOOLHOUSE IN
 GJ0534'THE SOUTHEAST PART OF DRUMMOND, GO SOUTH ON STATE HIGHWAY 132 FOR
 GJ0534'0.2 MILE TO THE AZIMUTH MARK IN THE HEADWALL OF A CULVERT ON THE
 GJ0534'RIGHT.  CONTINUE SOUTH ON HIGHWAY 132 FOR 0.3 MILE TO A
 GJ0534'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 0.1 MILE
 GJ0534'TO A CATTLE GUARD.  CONTINUE WEST ON THE GRADED ROAD FOR 0.1
 GJ0534'MILE TO ANOTHER CATTLE GUARD.  CROSS THE CATTLE GUARD,
 GJ0534'IMMEDIATELY TURN LEFT AND GO SOUTHERLY ACROSS PASTURE FOR 0.15
 GJ0534'MILE TO THE HIGHEST PART OF KNOLL AND THE STATION.
 GJ0534'
 GJ0534'THE STATION MARK IS A STANDARD DISK STAMPED WILLSON 1968, SET
 GJ0534'IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE SURFACE
 GJ0534'OF THE GROUND.  IT IS 80 FEET NORTH OF AN EAST-WEST FENCELINE AND
 GJ0534'63 FEET WEST OF THE WEST END OF A TRENCH SILO.
 GJ0534'
 GJ0534'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILLSON NO 1 1968,
 GJ0534'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE
 GJ0534'SURFACE OF THE GROUND.  IT IS 138.5 FEET NORTH OF THE EAST-WEST
 GJ0534'FENCE AND 55 FEET WEST OF THE SILO.
 GJ0534'
 GJ0534'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILLSON NO 2 1968,
 GJ0534'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE
 GJ0534'SURFACE OF THE GROUND.  IT IS 115.5 FEET WEST OF THE SILO AND
 GJ0534'74 FEET NORTH OF THE FENCE.
 GJ0534'
 GJ0534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILLSON 1968,
 GJ0534'CEMENTED IN A DRILL HOLE IN THE NORTH END AND FLUSH WITH THE
 GJ0534'HEADWALL OF A CONCRETE CULVERT ALONG THE WEST SIDE OF STATE
 GJ0534'HIGHWAY 132.  IT IS 23.5 FEET EAST OF THE WEST RIGHT-OF-WAY
 GJ0534'FENCE AND 16.5 FEET WEST OF THE CENTERLINE OF HIGHWAY 132.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0760 ***********************************************************************
 EL0760  DESIGNATION -  WILSON
 EL0760  PID         -  EL0760
 EL0760  STATE/COUNTY-  OK/ATOKA
 EL0760  COUNTRY     -  US
 EL0760  USGS QUAD   -  BOGGY DEPOT (2018)
 EL0760
 EL0760                         *CURRENT SURVEY CONTROL
 EL0760  ______________________________________________________________________
 EL0760* NAD 83(1993) POSITION- 34 20 41.88855(N) 096 21 17.84310(W)   ADJUSTED
 EL0760* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 EL0760  ______________________________________________________________________
 EL0760  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 EL0760  LAPLACE CORR    -         -7.97  (seconds)                    DEFLEC18
 EL0760  HORZ ORDER      -  THIRD
 EL0760
 EL0760.The horizontal coordinates were established by classical geodetic methods
 EL0760.and adjusted by the National Geodetic Survey in November 1994.
 EL0760
 EL0760.The orthometric height was scaled from a topographic map.
 EL0760
 EL0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0760.GEOID18 height accuracy estimate available here.
 EL0760
 EL0760.Click photographs - Photos may exist for this station.
 EL0760
 EL0760.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0760
 EL0760. The following values were computed from the NAD 83(1993) position.
 EL0760
 EL0760;                    North         East     Units Scale Factor Converg.
 EL0760;SPC OK S     -   113,447.054   751,344.811   MT  0.99994461   +0 56 01.5
 EL0760;SPC OK S     -   372,200.88  2,465,037.10   sFT  0.99994461   +0 56 01.5
 EL0760;UTM  14      - 3,803,576.298   743,303.862   MT  1.00032974   +1 29 34.8
 EL0760
 EL0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0760!SPC OK S     -   0.99997075  x   0.99994461  =   0.99991536
 EL0760!UTM  14      -   0.99997075  x   1.00032974  =   1.00030048
 EL0760
 EL0760:                Primary Azimuth Mark                     Grid Az
 EL0760:SPC OK S     -  WILSON AZ MK                             359 13 42.0
 EL0760:UTM  14      -  WILSON AZ MK                             358 40 08.7
 EL0760
 EL0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4330303576(NAD 83)
 EL0760
 EL0760|---------------------------------------------------------------------|
 EL0760| PID    Reference Object                     Distance      Geod. Az  |
 EL0760|                                                           dddmmss.s |
 EL0760| CY3141 WILSON AZ MK                                       0000943.5 |
 EL0760| CY3143 WILSON RM 2                          16.238 METERS 27819     |
 EL0760| CY3142 WILSON RM 1                           9.325 METERS 34801     |
 EL0760|---------------------------------------------------------------------|
 EL0760
 EL0760                          SUPERSEDED SURVEY CONTROL
 EL0760
 EL0760  NAD 83(1986)-  34 20 41.89395(N)    096 21 17.83469(W) AD(       ) 3
 EL0760  NAD 27      -  34 20 41.56220(N)    096 21 16.83290(W) AD(       ) 3
 EL0760
 EL0760.Superseded values are not recommended for survey control.
 EL0760
 EL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0760.See file dsdata.pdf to determine how the superseded data were derived.
 EL0760
 EL0760_MARKER: DS = TRIANGULATION STATION DISK
 EL0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0760_STAMPING: WILSON 1955
 EL0760_MARK LOGO: CGS
 EL0760_PROJECTION: FLUSH
 EL0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0760+STABILITY: SURFACE MOTION
 EL0760
 EL0760  HISTORY     - Date     Condition        Report By
 EL0760  HISTORY     - 1955     MONUMENTED       CGS
 EL0760  HISTORY     - 1969     GOOD             DMA
 EL0760
 EL0760                          STATION DESCRIPTION
 EL0760
 EL0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EL0760'THE STATION IS LOCATED IN THE WILSON DISTRICT NUMBER 12
 EL0760'SCHOOL YARD, ABOUT 13 MILES WEST SOUTHWEST OF ATOKA, 5.5
 EL0760'MILES NORTHEAST OF COLEMAN AND 3 MILES WEST OF THE ATOKA
 EL0760'JOHNSTON COUNTY LINE.
 EL0760'
 EL0760'THE STATION MARK IS A STANDARD DISK STAMPED WILSON 1955 SET
 EL0760'IN THE TOP OF A 10 INCH ROUND CONCRETE POST THAT IS FLUSH
 EL0760'WITH THE GROUND.  THE MARK IS 50.0 FEET WEST OF THE NORTHWEST
 EL0760'CORNER OF THE SCHOOL HOUSE, 28.0 FEET EAST OF THE CENTERLINE
 EL0760'OF A GRADED ROAD, 5.0 FEET SOUTHEAST OF A WHITE WITNESS POST
 EL0760'AND 4.0 FEET EAST OF A NORTH SOUTH FENCE LINE.
 EL0760'
 EL0760'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WILSON
 EL0760'NO 1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EL0760'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS 22.0
 EL0760'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 1.0 FOOT
 EL0760'WEST OF A NORTH-SOUTH FENCE LINE AND IT IS AT THE STATION
 EL0760'ELEVATION.
 EL0760'
 EL0760'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WILSON
 EL0760'NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EL0760'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 25.0
 EL0760'FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 1.5 FEET
 EL0760'EAST OF A NORTH-SOUTH FENCE LINE AND IT IS AT THE STATION
 EL0760'ELEVATION.
 EL0760'
 EL0760'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILSON 1955 SET
 EL0760'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EL0760'4 INCHES ABOVE THE GROUND.  THE MARK IS 36.0 FEET EAST OF THE
 EL0760'CENTERLINE OF THE GRADED ROAD, 5.0 FEET NORTH OF A FENCE
 EL0760'CORNER AND 1.0 FOOT WEST OF A NORTH SOUTH FENCE LINE.
 EL0760'
 EL0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 EL0760'69 AND 75 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF ATOKA.
 EL0760'GO WEST ON STATE HIGHWAY 7 FOR 10.0 MILES TO A STEEL BRIDGE
 EL0760'WHICH CROSSES OVER CLEAR BOGGY CREEK.  CROSS THE BRIDGE AND
 EL0760'CONTINUE FOR 0.4 MILE TO ANOTHER STEEL BRIDGE.  CROSS THE SECOND
 EL0760'BRIDGE AND CONTINUE WEST FOR 0.25 MILE TO A SIDE ROAD LEFT.
 EL0760'TURN LEFT AND GO SOUTH FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 EL0760'TURN RIGHT AND GO WEST FOR 1.9 MILES TO A CROSSROAD.  TURN
 EL0760'LEFT AND GO SOUTH FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 EL0760'LEFT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE
 EL0760'STRAIGHT AHEAD SOUTH FOR 0.35 MILE TO A CROSSROAD AND A
 EL0760'STORE ON THE LEFT.  CONTINUE STRAIGHT AHEAD SOUTH FOR 0.05
 EL0760'MILE TO THE WILSON DISTRICT NUMBER 12 SCHOOL HOUSE ON
 EL0760'THE LEFT AND THE STATION AS DESCRIBED.
 EL0760'
 EL0760'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EL0760
 EL0760                          STATION RECOVERY (1969)
 EL0760
 EL0760'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969
 EL0760'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 EL0760'DESCRIBED.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 EL0760'
 EL0760'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EL0760'
 EL0760'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND
 EL0760'48 IN WAPANUCHA, OKLAHOMA, GO EAST ON HWY 7 FOR 4.2 MILES TO A
 EL0760'GRAVEL ROAD RIGHT.  TURN RIGHT (SOUTH) AND PROCEED ON GRAVEL ROAD
 EL0760'FOR 1.9 MILES TO A CROSSROADS.  CONTINUE STRAIGHT (SOUTH) FOR 0.05
 EL0760'MILE TO THE RUINS OF AN OLD SCHOOL ON LEFT AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0781 ***********************************************************************
 GG0781  DESIGNATION -  WILSON
 GG0781  PID         -  GG0781
 GG0781  STATE/COUNTY-  OK/MAYES
 GG0781  COUNTRY     -  US
 GG0781  USGS QUAD   -  ROSE (2019)
 GG0781
 GG0781                         *CURRENT SURVEY CONTROL
 GG0781  ______________________________________________________________________
 GG0781* NAD 83(1993) POSITION- 36 14 28.86321(N) 095 03 05.65882(W)   ADJUSTED
 GG0781* NAVD 88 ORTHO HEIGHT -   303.77  (+/-2cm)      996.6   (feet) VERTCON3
 GG0781  ______________________________________________________________________
 GG0781  GEOID HEIGHT    -        -28.914 (meters)                     GEOID18
 GG0781  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 GG0781  HORZ ORDER      -  FIRST
 GG0781  VERT ORDER      -  THIRD ? (See Below)
 GG0781
 GG0781.The horizontal coordinates were established by classical geodetic methods
 GG0781.and adjusted by the National Geodetic Survey in November 1994.
 GG0781
 GG0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0781
 GG0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0781.GEOID18 height accuracy estimate available here.
 GG0781
 GG0781.The vertical order pertains to the NGVD 29 superseded value.
 GG0781
 GG0781.Click photographs - Photos may exist for this station.
 GG0781
 GG0781.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0781
 GG0781. The following values were computed from the NAD 83(1993) position.
 GG0781
 GG0781;                    North         East     Units Scale Factor Converg.
 GG0781;SPC OK N     -   141,755.519   864,973.782   MT  0.99994624   +1 44 24.0
 GG0781;SPC OK N     -   465,076.23  2,837,834.82   sFT  0.99994624   +1 44 24.0
 GG0781;UTM  15      - 4,012,670.026   315,649.787   MT  1.00001875   -1 12 47.5
 GG0781
 GG0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0781!SPC OK N     -   0.99995686  x   0.99994624  =   0.99990311
 GG0781!UTM  15      -   0.99995686  x   1.00001875  =   0.99997561
 GG0781
 GG0781:                Primary Azimuth Mark                     Grid Az
 GG0781:SPC OK N     -  WILSON AZ MK                             169 06 22.9
 GG0781:UTM  15      -  WILSON AZ MK                             172 03 34.4
 GG0781
 GG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1564912670(NAD 83)
 GG0781
 GG0781|---------------------------------------------------------------------|
 GG0781| PID    Reference Object                     Distance      Geod. Az  |
 GG0781|                                                           dddmmss.s |
 GG0781| CI2798 WILSON RM 3                          48.579 METERS 08357     |
 GG0781| CI2796 WILSON RM 1                          48.637 METERS 08357     |
 GG0781| CI2795 WILSON AZ MK                                       1705046.9 |
 GG0781| CI2797 WILSON RM 2                          24.192 METERS 18727     |
 GG0781|---------------------------------------------------------------------|
 GG0781
 GG0781                          SUPERSEDED SURVEY CONTROL
 GG0781
 GG0781  NAD 83(1986)-  36 14 28.87687(N)    095 03 05.64576(W) AD(       ) 1
 GG0781  NAD 27      -  36 14 28.55100(N)    095 03 04.79700(W) AD(       ) 1
 GG0781  NGVD 29             303.64   (m)          996.2    (f) LEVELING    3  
 GG0781
 GG0781.Superseded values are not recommended for survey control.
 GG0781
 GG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0781.See file dsdata.pdf to determine how the superseded data were derived.
 GG0781
 GG0781_MARKER: DS = TRIANGULATION STATION DISK
 GG0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0781_STAMPING: WILSON 1939
 GG0781_MARK LOGO: CGS
 GG0781_PROJECTION: PROJECTING 30 CENTIMETERS
 GG0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0781+STABILITY: SURFACE MOTION
 GG0781
 GG0781  HISTORY     - Date     Condition        Report By
 GG0781  HISTORY     - 1939     MONUMENTED       CGS
 GG0781  HISTORY     - 1955     GOOD             SSC
 GG0781  HISTORY     - 1960     GOOD             CGS
 GG0781  HISTORY     - 1970     SEE DESCRIPTION  OKDH
 GG0781  HISTORY     - 1971     GOOD             NGS
 GG0781
 GG0781                          STATION DESCRIPTION
 GG0781
 GG0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 GG0781'ABOUT 1.5 MILES AIRLINE NORTHWEST OF ROSE, 7 MILES
 GG0781'WEST-NORTHWEST OF LEACH AND 7 MILES NORTHEAST OF LOCUST GROVE,
 GG0781'IN THE NE 1/4 SE 1/4 SEC. 3, T. 20 N., R. 21 E., IN THE
 GG0781'CENTER OF A LANE ABOUT 75 FEET SOUTHEAST OF A WINDMILL AND
 GG0781'ABOUT 150 FEET EAST OF A WHITE HOUSE NOW RENTED AND OCCUPIED
 GG0781'BY A MR. WILSON.
 GG0781'
 GG0781'TO REACH FROM ROSE GO WEST ON STATE HIGHWAY 33 FOR 1.0 MILE,
 GG0781'THENCE RIGHT (NORTH) 1.5 MILES TO A LANE LEADING WEST, THENCE
 GG0781'TURN WEST AND GO 0.25 MILE TO HIGHEST POINT AND STATION.
 GG0781'
 GG0781'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GG0781'BRONZE DISKS SET IN CONCRETE.
 GG0781'
 GG0781'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION ON THE SOUTH
 GG0781'SIDE OF AN EAST-WEST ROAD, 0.15 MILE WEST OF A CROSS ROAD.
 GG0781'
 GG0781'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 GG0781
 GG0781                          STATION RECOVERY (1955)
 GG0781
 GG0781'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1955 (RKD)
 GG0781'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION
 GG0781'AS DESCRIBED.  AZIMUTH MARK WAS NOT VISITED.
 GG0781
 GG0781                          STATION RECOVERY (1960)
 GG0781
 GG0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 GG0781'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 GG0781'THE STATION MARK IS SOUTHEAST ACROSS FARM ROAD FROM AN OLD
 GG0781'BARN, ABOUT 25 FEET SOUTH OF CENTERLINE OF ROAD LEADING
 GG0781'TO FARMHOUSE AND 25 FEET SOUTHEAST OF A CORNER POST.  R.M.
 GG0781'NO. 1 IS EAST-NORTHEAST OF THE STATION AND IS 1 FOOT SOUTH OF THE
 GG0781'FENCE ON SOUTH SIDE OF ROAD.  R.M. NO. 2 IS SOUTH OF THE
 GG0781'STATION AND IS 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.
 GG0781'
 GG0781'THE AZIMUTH MARK RECOVERED ABOUT 0.2 MILE WEST OF CROSSROADS
 GG0781'AND IS ON A BANK ON SOUTH SIDE OF ROAD.
 GG0781'
 GG0781'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ROSE IS
 GG0781'ADEQUATE FOR RECOVERY.
 GG0781
 GG0781                          STATION RECOVERY (1970)
 GG0781
 GG0781'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1970 (JWH)
 GG0781'THIS MONUMENT WAS FOUND LYING ON ITS SIDE AND ONLY R.M. 2
 GG0781'WAS LOCATED.  THE SUBSURFACE MARKER WAS LOCATED IN GOOD
 GG0781'CONDITION AND TEMPORARY REFERENCED.  THEN THE SURFACE MARKER
 GG0781'WAS THEN PLUMBED OVER THE SUBSURFACE MARKER BY THE TEMPORARY
 GG0781'REFERENCES, THEN RECHECKED FROM R. M. 2.  THE DESCRIPTION
 GG0781'IS ADEQUATE FOR LOCATION OF THIS MARKER.
 GG0781
 GG0781                          STATION RECOVERY (1971)
 GG0781
 GG0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GG0781'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH
 GG0781'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 GG0781'MARK NO. 1 WAS FOUND DESTROYED.  THE STATION MARK WAS FOUND
 GG0781'TILTED OUT OF POSITION BY THE OKLAHOMA STATE HIGHWAY DEPARTMENT
 GG0781'AND WAS SET VERTICALLY OVER THE UNDERGROUND MARK BY THE
 GG0781'ABOVE PARTY.  THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED
 GG0781'BUT THE DIRECTION FAILED TO CHECK BY 6 MINUTES 41 SECONDS.
 GG0781'
 GG0781'REFERENCE MARK NO. 3 WAS SET.
 GG0781'
 GG0781'FOLLOWING IS A COMPLETE DESCRIPTION.
 GG0781'
 GG0781'TO REACH THE STATION FROM THE POST OFFICE IN ROSE, GO WEST
 GG0781'ON STATE HIGHWAY 33 FOR 1.0 MILE TO A CROSSROAD. TURN RIGHT
 GG0781'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 GG0781'(TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO
 GG0781'THE AZIMUTH MARK ON THE LEFT).  CONTINUE NORTH ON THE GRAVELED
 GG0781'ROAD FOR 0.5 MILE TO WHERE THE ROAD TURNS WEST.  TURN LEFT
 GG0781'AND GO WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO A
 GG0781'T-FENCE CORNER AND THE STATION ON THE LEFT.
 GG0781'
 GG0781'STATION MARK, A STANDARD DISK STAMPED WILSON 1939, IS SET
 GG0781'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 FOOT.
 GG0781'IT IS ON LAND OWNED BY MR. KENNETH WILSON WHO LIVES ABOUT
 GG0781'500 FEET SOUTH-SOUTHEAST OF THE STATION, 29.5 FEET SOUTH OF
 GG0781'THE CENTER OF THE ROAD, 24 FEET SOUTHEAST OF A CORNER FENCE
 GG0781'POST, 18 FEET SOUTH OF AN EAST-WEST FENCE, AND 13.5 FEET
 GG0781'EAST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT
 GG0781'INSPECTED.
 GG0781'
 GG0781'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WILSON NO. 2
 GG0781'1939, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 GG0781'2 INCHES.  IT IS 96 FEET SOUTH OF THE EAST-WEST FENCE AND 1.5
 GG0781'FEET EAST OF THE NORTH-SOUTH FENCE.
 GG0781'
 GG0781'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WILSON 1939
 GG0781'NO. 3 1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 GG0781'PROJECTS 10 INCHES.  IT IS 171.5 FEET EAST OF A CORNER FENCE
 GG0781'POST, 14 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT
 GG0781'SOUTH OF A FENCE.
 GG0781'
 GG0781'AZIMUTH MARK, A STANDARD DISK STAMPED WILSON 1939, IS SET
 GG0781'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 GG0781'IT IS 19 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET NORTH
 GG0781'OF AN EAST-WEST FENCE, 1 FOOT EAST OF A METAL WITNESS POST,
 GG0781'AND ON A ROAD BANK.
 GG0781'
 GG0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 GG0781'1.5 MILES NORTHWEST OF ROSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0921 ***********************************************************************
 EL0921  DESIGNATION -  WILSON MUNICIPAL TANK
 EL0921  PID         -  EL0921
 EL0921  STATE/COUNTY-  OK/CARTER
 EL0921  COUNTRY     -  US
 EL0921  USGS QUAD   -  HEALDTON (2018)
 EL0921
 EL0921                         *CURRENT SURVEY CONTROL
 EL0921  ______________________________________________________________________
 EL0921* NAD 83(1993) POSITION- 34 09 40.37051(N) 097 25 29.87870(W)   ADJUSTED
 EL0921  ______________________________________________________________________
 EL0921  GEOID HEIGHT    -        -25.916 (meters)                     GEOID18
 EL0921  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 EL0921  HORZ ORDER      -  THIRD
 EL0921
 EL0921.The horizontal coordinates were established by classical geodetic methods
 EL0921.and adjusted by the National Geodetic Survey in November 1994.
 EL0921
 EL0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0921.GEOID18 height accuracy estimate available here.
 EL0921
 EL0921.Click photographs - Photos may exist for this station.
 EL0921
 EL0921.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0921
 EL0921. The following values were computed from the NAD 83(1993) position.
 EL0921
 EL0921;                    North         East     Units Scale Factor Converg.
 EL0921;SPC OK S     -    91,982.386   653,021.548   MT  0.99996302   +0 19 35.0
 EL0921;SPC OK S     -   301,778.88  2,142,454.86   sFT  0.99996302   +0 19 35.0
 EL0921;UTM  14      - 3,781,151.992   645,182.407   MT  0.99985983   +0 53 04.5
 EL0921
 EL0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4518281151(NAD 83)
 EL0921
 EL0921                          SUPERSEDED SURVEY CONTROL
 EL0921
 EL0921  NAD 83(1986)-  34 09 40.37499(N)    097 25 29.86838(W) AD(       ) 3
 EL0921  NAD 27      -  34 09 40.03800(N)    097 25 28.78600(W) AD(       ) 3
 EL0921
 EL0921.Superseded values are not recommended for survey control.
 EL0921
 EL0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0921.See file dsdata.pdf to determine how the superseded data were derived.
 EL0921
 EL0921_MARKER: 53 = ELEVATED TANK
 EL0921
 EL0921  HISTORY     - Date     Condition        Report By
 EL0921  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0921
 EL0921                          STATION DESCRIPTION
 EL0921
 EL0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0921'THE STATION IS NEAR THE SOUTHEAST CORNER OF THE BUSINESS
 EL0921'DISTRICT IN WILSON, ABOUT ONE BLOCK SOUTH OF THE MAIN STREET
 EL0921'AND JUST NORTH OF THE RAILROAD TRACKS.
 EL0921'
 EL0921'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 EL0921'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 EL0921'HEIGHT OF 135.0 FEET.
 EL0921'
 EL0921'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0777 ***********************************************************************
 GG0777  DESIGNATION -  WIMER
 GG0777  PID         -  GG0777
 GG0777  STATE/COUNTY-  OK/NOWATA
 GG0777  COUNTRY     -  US
 GG0777  USGS QUAD   -  HAYRICK MOUND (2018)
 GG0777
 GG0777                         *CURRENT SURVEY CONTROL
 GG0777  ______________________________________________________________________
 GG0777* NAD 83(1997) POSITION- 36 54 41.62316(N) 095 26 26.11077(W)   ADJUSTED
 GG0777* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 GG0777  ______________________________________________________________________
 GG0777  GEOID HEIGHT    -        -29.603 (meters)                     GEOID18
 GG0777  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 GG0777  HORZ ORDER      -  FIRST
 GG0777
 GG0777.The horizontal coordinates were established by classical geodetic methods
 GG0777.and adjusted by the National Geodetic Survey in October 1998.
 GG0777
 GG0777.The orthometric height was scaled from a topographic map.
 GG0777
 GG0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0777.GEOID18 height accuracy estimate available here.
 GG0777
 GG0777.Click photographs - Photos may exist for this station.
 GG0777
 GG0777.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0777
 GG0777. The following values were computed from the NAD 83(1997) position.
 GG0777
 GG0777;                    North         East     Units Scale Factor Converg.
 GG0777;SPC OK N     -   215,109.385   828,061.611   MT  1.00002965   +1 30 37.5
 GG0777;SPC OK N     -   705,738.04  2,716,732.14   sFT  1.00002965   +1 30 37.5
 GG0777;UTM  15      - 4,087,843.816   282,576.503   MT  1.00018241   -1 27 58.8
 GG0777
 GG0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0777!SPC OK N     -   0.99996163  x   1.00002965  =   0.99999127
 GG0777!UTM  15      -   0.99996163  x   1.00018241  =   1.00014403
 GG0777
 GG0777:                Primary Azimuth Mark                     Grid Az
 GG0777:SPC OK N     -  WIMER AZ MK                              234 33 50.3
 GG0777:UTM  15      -  WIMER AZ MK                              237 32 26.6
 GG0777
 GG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA8257687843(NAD 83)
 GG0777
 GG0777|---------------------------------------------------------------------|
 GG0777| PID    Reference Object                     Distance      Geod. Az  |
 GG0777|                                                           dddmmss.s |
 GG0777| CI2800 WIMER RM 1                           13.950 METERS 00151     |
 GG0777| CI2799 WIMER AZ MK                                        2360427.8 |
 GG0777| CI2801 WIMER RM 2                           13.685 METERS 27731     |
 GG0777|---------------------------------------------------------------------|
 GG0777
 GG0777                          SUPERSEDED SURVEY CONTROL
 GG0777
 GG0777  NAD 83(1993)-  36 54 41.62599(N)    095 26 26.11091(W) AD(       ) 1
 GG0777  NAD 83(1986)-  36 54 41.64209(N)    095 26 26.09483(W) AD(       ) 1
 GG0777  NAD 27      -  36 54 41.34160(N)    095 26 25.19170(W) AD(       ) 1
 GG0777
 GG0777.Superseded values are not recommended for survey control.
 GG0777
 GG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0777.See file dsdata.pdf to determine how the superseded data were derived.
 GG0777
 GG0777_MARKER: DS = TRIANGULATION STATION DISK
 GG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0777_STAMPING: WIMER 1958
 GG0777_MARK LOGO: CGS
 GG0777_PROJECTION: FLUSH
 GG0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0777+STABILITY: SURFACE MOTION
 GG0777
 GG0777  HISTORY     - Date     Condition        Report By
 GG0777  HISTORY     - 1958     MONUMENTED       CGS
 GG0777
 GG0777                          STATION DESCRIPTION
 GG0777
 GG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0777'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF EDNA AND
 GG0777'10 MILES NORTHWEST OF CENTRALIA IN THE NORTH 1/2 OF SECTION 13,
 GG0777'TOWNSHIP 28 NORTH, RANGE 17 EAST ON LAND OWNED BY EFFIE
 GG0777'GOODPASTURE.  IT IS AT THE HIGHEST PART OF THE HILL WHICH
 GG0777'IS ON A PROMINENT RIDGE RUNNING IN A NORTH-SOUTH DIRECTION.
 GG0777'THE HILL IS BARE OF TREES AND IS USED FOR PASTURE LAND.
 GG0777'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 GG0777'IS STAMPED WIMER 1958.
 GG0777'
 GG0777'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE
 GG0777'GROUND AND IS STAMPED WIMER NO 1 1958.
 GG0777'
 GG0777'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE
 GG0777'GROUND AND IS STAMPED WIMER NO 2 1958.
 GG0777'
 GG0777'THE AZIMUTH MARK IS 8 FEET NORTH OF THE CENTER OF A WIRE
 GG0777'GATE AND 5 FEET SOUTH OF A WHITE WITNESS POST, SET IN A
 GG0777'NORTH-SOUTH FENCE LINE.  THE BOULDER IN WHICH THE MARK IS
 GG0777'SET PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GG0777'THE MARK IS STAMPED WIMER 1958.
 GG0777'
 GG0777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 GG0777'AND STATE HIGHWAY 10 IN WELCH GO WEST ON STATE HIGHWAY 10 FOR
 GG0777'13.1 MILES TO A CROSS ROAD AND A GROCERY STORE ON THE LEFT
 GG0777'OWNED BY FLOYD NEIL.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 10
 GG0777'AND GO 5.75 MILES TO A CROSS ROAD AND A GREEN ROOFED HOUSE ON
 GG0777'THE RIGHT JUST AFTER COMING TO THE TOP OF A HIGH HILL.  TURN
 GG0777'RIGHT AND GO 1.4 MILES TO A BRICK HOUSE ON THE LEFT AND A
 GG0777'TRACK ROAD ON THE RIGHT FOLLOWING ALONG THE NORTH SIDE OF
 GG0777'AN EAST-WEST FENCE LINE.  TURN RIGHT AND FOLLOW THE TRACK
 GG0777'ROAD FOR 0.3 MILE TO A WIRE GATE STRAIGHT AHEAD AND THE
 GG0777'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  PASS THROUGH THE WIRE
 GG0777'GATE AND FOLLOW A DIM TRACK ROAD NORTHEASTERLY FOR 0.25 MILE.
 GG0777'TURN RIGHT ACROSS THE PASTURE FOR 0.05 MILE TO THE
 GG0777'STATION AS DESCRIBED.
 GG0777'
 GG0777'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0842 ***********************************************************************
 EM0842  DESIGNATION -  WINBORN 1945
 EM0842  PID         -  EM0842
 EM0842  STATE/COUNTY-  OK/COMANCHE
 EM0842  COUNTRY     -  US
 EM0842  USGS QUAD   -  QUANAH MOUNTAIN (2018)
 EM0842
 EM0842                         *CURRENT SURVEY CONTROL
 EM0842  ______________________________________________________________________
 EM0842* NAD 83(1993) POSITION- 34 43 34.64148(N) 098 38 35.22453(W)   ADJUSTED
 EM0842* NAVD 88 ORTHO HEIGHT -   530.    (meters)     1739.    (feet) SCALED
 EM0842  ______________________________________________________________________
 EM0842  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 EM0842  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 EM0842  HORZ ORDER      -  THIRD
 EM0842
 EM0842.The horizontal coordinates were established by classical geodetic methods
 EM0842.and adjusted by the National Geodetic Survey in November 1994.
 EM0842
 EM0842.The orthometric height was scaled from a topographic map.
 EM0842
 EM0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0842.GEOID18 height accuracy estimate available here.
 EM0842
 EM0842.Click photographs - Photos may exist for this station.
 EM0842
 EM0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0842
 EM0842. The following values were computed from the NAD 83(1993) position.
 EM0842
 EM0842;                    North         East     Units Scale Factor Converg.
 EM0842;SPC OK S     -   154,699.460   541,100.107   MT  0.99993901   -0 21 54.2
 EM0842;SPC OK S     -   507,543.15  1,775,259.27   sFT  0.99993901   -0 21 54.2
 EM0842;UTM  14      - 3,842,748.242   532,674.225   MT  0.99961316   +0 12 11.9
 EM0842
 EM0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0842!SPC OK S     -   0.99992078  x   0.99993901  =   0.99985980
 EM0842!UTM  14      -   0.99992078  x   0.99961316  =   0.99953397
 EM0842
 EM0842:                Primary Azimuth Mark                     Grid Az
 EM0842:SPC OK S     -  BALDY LITTLE BALDY                       193 27 23.4
 EM0842:UTM  14      -  BALDY LITTLE BALDY                       192 53 17.3
 EM0842
 EM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND3267442748(NAD 83)
 EM0842
 EM0842|---------------------------------------------------------------------|
 EM0842| PID    Reference Object                     Distance      Geod. Az  |
 EM0842|                                                           dddmmss.s |
 EM0842| EM0837 BALDY LITTLE BALDY                  APPROX. 1.6 KM 1930529.2 |
 EM0842|---------------------------------------------------------------------|
 EM0842
 EM0842                          SUPERSEDED SURVEY CONTROL
 EM0842
 EM0842  NAD 83(1986)-  34 43 34.64674(N)    098 38 35.20871(W) AD(       ) 3
 EM0842  NAD 27      -  34 43 34.39000(N)    098 38 33.98800(W) AD(       ) 3
 EM0842
 EM0842.Superseded values are not recommended for survey control.
 EM0842
 EM0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0842.See file dsdata.pdf to determine how the superseded data were derived.
 EM0842
 EM0842_MARKER: I = METAL ROD
 EM0842_SETTING: 66 = SET IN ROCK OUTCROP
 EM0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0842
 EM0842  HISTORY     - Date     Condition        Report By
 EM0842  HISTORY     - 1945     MONUMENTED       USA
 EM0842
 EM0842                          STATION DESCRIPTION
 EM0842
 EM0842'DESCRIBED BY US ARMY 1945
 EM0842'AT SUMMIT OF HILL 1765 ABOUT 900 YDS. N OF NLY END OF QUANNAH
 EM0842'PARKER LAKE, 500 YDS. S OF WINBORN SPRING.  MARKED BY SECTION
 EM0842'OF 3/8 IN IRON REINFORCING ROD SET IN A CONCRETE MASS ON ROCK
 EM0842'OUTCROP, ABOUT 30 FT. E OF ROCK PILE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0950 ***********************************************************************
 EK0950  DESIGNATION -  WINDING STAIR
 EK0950  PID         -  EK0950
 EK0950  STATE/COUNTY-  OK/LE FLORE
 EK0950  COUNTRY     -  US
 EK0950  USGS QUAD   -  BLACKJACK RIDGE (2018)
 EK0950
 EK0950                         *CURRENT SURVEY CONTROL
 EK0950  ______________________________________________________________________
 EK0950* NAD 83(1993) POSITION- 34 46 32.57402(N) 094 53 51.50831(W)   ADJUSTED
 EK0950* NAVD 88 ORTHO HEIGHT -   722.    (meters)     2369.    (feet) SCALED
 EK0950  ______________________________________________________________________
 EK0950  GEOID HEIGHT    -        -31.660 (meters)                     GEOID18
 EK0950  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 EK0950  HORZ ORDER      -  FIRST
 EK0950
 EK0950.The horizontal coordinates were established by classical geodetic methods
 EK0950.and adjusted by the National Geodetic Survey in November 1994.
 EK0950
 EK0950.The orthometric height was scaled from a topographic map.
 EK0950
 EK0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0950.GEOID18 height accuracy estimate available here.
 EK0950
 EK0950.Click photographs - Photos may exist for this station.
 EK0950
 EK0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0950
 EK0950. The following values were computed from the NAD 83(1993) position.
 EK0950
 EK0950;                    North         East     Units Scale Factor Converg.
 EK0950;SPC OK S     -   164,357.956   883,917.938   MT  0.99994151   +1 45 39.4
 EK0950;SPC OK S     -   539,231.06  2,899,987.43   sFT  0.99994151   +1 45 39.4
 EK0950;UTM  15      - 3,849,811.654   326,354.749   MT  0.99997165   -1 04 57.4
 EK0950
 EK0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0950!SPC OK S     -   0.99989163  x   0.99994151  =   0.99983314
 EK0950!UTM  15      -   0.99989163  x   0.99997165  =   0.99986328
 EK0950
 EK0950:                Primary Azimuth Mark                     Grid Az
 EK0950:SPC OK S     -  TALIHINA ST TB SANATORIUM TANK           264 58 41.0
 EK0950:UTM  15      -  TALIHINA ST TB SANATORIUM TANK           267 49 17.8
 EK0950
 EK0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2635449811(NAD 83)
 EK0950
 EK0950|---------------------------------------------------------------------|
 EK0950| PID    Reference Object                     Distance      Geod. Az  |
 EK0950|                                                           dddmmss.s |
 EK0950| EK0941 KIAMICHI LOOKOUT TOWER              APPROX.18.3 KM 1543818.1 |
 EK0950| EK0952 TALIHINA ST TB SANATORIUM TANK      APPROX.17.0 KM 2664420.4 |
 EK0950| CX7423 WINDING STAIR RM 2                   12.052 METERS 26744     |
 EK0950| CX7422 WINDING STAIR RM 1                    6.503 METERS 27550     |
 EK0950|---------------------------------------------------------------------|
 EK0950
 EK0950                          SUPERSEDED SURVEY CONTROL
 EK0950
 EK0950  NAD 83(1986)-  34 46 32.57612(N)    094 53 51.49861(W) AD(       ) 1
 EK0950  NAD 27      -  34 46 32.20900(N)    094 53 50.66200(W) AD(       ) 1
 EK0950  USSD        -  34 46 32.21100(N)    094 53 50.80400(W) AD(       ) 3
 EK0950
 EK0950.Superseded values are not recommended for survey control.
 EK0950
 EK0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0950.See file dsdata.pdf to determine how the superseded data were derived.
 EK0950
 EK0950_MARKER: DS = TRIANGULATION STATION DISK
 EK0950_SETTING: 80 = SET IN A BOULDER
 EK0950_STAMPING: WINDING STAIR 1916
 EK0950_MARK LOGO: CGS
 EK0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0950+STABILITY: SURFACE MOTION
 EK0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0950+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EK0950
 EK0950  HISTORY     - Date     Condition        Report By
 EK0950  HISTORY     - 1916     MONUMENTED       CGS
 EK0950  HISTORY     - 1934     GOOD             CGS
 EK0950  HISTORY     - 1952     GOOD             CGS
 EK0950  HISTORY     - 1959     GOOD             CGS
 EK0950  HISTORY     - 1980     POOR             OKDH
 EK0950  HISTORY     - 1986     GOOD
 EK0950
 EK0950                          STATION DESCRIPTION
 EK0950
 EK0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CLG)
 EK0950'ON WINDING STAIR MOUNTAIN, ABOUT 10 MILES AIRLINE FROM TALIHINA, 4
 EK0950'MILES EAST OF THE TALIHINA-POTEAU ROAD, AND ABOUT 15 METERS (49 FEET)
 EK0950'EAST-SOUTHEAST OF HIGHEST POINT OF MOUNTAIN.
 EK0950'
 EK0950'SURFACE MARK IS A BRONZE STATION DISK IN A BOULDER.  REFERENCE MARKS
 EK0950'ARE BRONZE REFERENCE DISKS IN BOULDERS.
 EK0950'
 EK0950'REFERENCE MARK NO. 1 IS 6.506 METERS (21.35 FEET) FROM STATION, N 84
 EK0950'DEG 10 MIN W.
 EK0950'
 EK0950'REFERENCE MARK NO. 2 IS 12.056 METERS (39.55 FEET) FROM STATION, S 87
 EK0950'DEG 50 MIN W.
 EK0950'
 EK0950'BEST REACHED FROM POINT ON TALIHINA-POTEAU ROAD WHERE IT CROSSES
 EK0950'MOUNTAIN.
 EK0950
 EK0950                          STATION RECOVERY (1934)
 EK0950
 EK0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK0950'STATION GOOD.  DISK STAMPED WINDING STAIR 1916.  REFERENCE MARK 1
 EK0950'GOOD.  REFERENCE MARK 2 GOOD.
 EK0950'
 EK0950'BEST REACHED FROM POINT WHERE HIGHWAY 271 CROSSES THE MOUNTAIN.  FROM
 EK0950'THE HIGH POINT OF HIGHWAY TAKE ROAD BUILT BY C.C.C.  GOING EAST OVER
 EK0950'THE MOUNTAIN.  THIS ROAD AFTER 5-1/2 MILES BRINGS YOU TO WITHIN 40
 EK0950'FEET OF STATION.  LARGE PILE OF ROCK OVER STATION SERVES TO LOCATE.
 EK0950
 EK0950                          STATION RECOVERY (1952)
 EK0950
 EK0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0950'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 EK0950'GOOD CONDITION.  A LOOKOUT TOWER HAS BEEN BUILT AT THE SITE OF
 EK0950'STATION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK
 EK0950'NO. 2 BUT ALL OTHER DIRECTIONS AND DISTANCES CHECKED.  ORIGINAL
 EK0950'DESCRIPTION IS ADEQUATE AND A NEW TO REACH FOLLOWS.
 EK0950'
 EK0950'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE ROUTE
 EK0950'63 IN TALIHINA GO SOUTHEAST AND SOUTH TO THE JUNCTION OF THE TWO
 EK0950'HIGHWAYS.  TURN LEFT ON STATE ROUTE 63 AND GO EASTERLY FOR 7.8 MILES
 EK0950'TO CROSSROADS.  TURN LEFT AND GO NORTHERLY ON MAIN TRAVELLED ROAD FOR
 EK0950'5.6 MILES TO T INTERSECTION.  TURN LEFT AND GO NORTHWEST FOR 0.5 MILE
 EK0950'TO TOP OF MOUNTAIN AND STATION ON THE RIGHT AS DESCRIBED.  1952
 EK0950'OBSERVATIONS TAKEN FROM A 4 FOOT WOOD STAND.
 EK0950
 EK0950                          STATION RECOVERY (1959)
 EK0950
 EK0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0950'STATION RECOVERED AS DESCRIBED IN 1952 AND ALL MARKS FOUND
 EK0950'IN GOOD CONDITION.
 EK0950'
 EK0950'THE MILEAGE WAS NOT CHECKED TO THIS STATION FROM TALIHINA.
 EK0950'ACCORDING TO THE COUNTY HIGHWAY MAP THE DESCRIPTION TO REACH
 EK0950'APPEARED TO BE ADEQUATE.
 EK0950
 EK0950                          STATION RECOVERY (1980)
 EK0950
 EK0950'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1980 (ORS)
 EK0950'WINDING STAIR 1919 STEM STILL IN BOULDER.  RM NO. 1 STEM STILL IN
 EK0950'PLACE.  RM NO. 2 STEM STILL IN PLACE (DIST. TO MARK IS 37.66).
 EK0950'
 EK0950'LOOKOUT TOWER HAS BEEN TORN DOWN.  NEED NEW CAPS SET IN PLACE OF STEMS
 EK0950'WHICH ARE STILL IN PLACE.  NEED TO CK. RM NO. 2 DIST AND ANGLE.
 EK0950'
 EK0950'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 10 MILES N. EAST OF
 EK0950'TALIHINA.
 EK0950
 EK0950                          STATION RECOVERY (1986)
 EK0950
 EK0950'RECOVERED 1986
 EK0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0937 ***********************************************************************
 EK0937  DESIGNATION -  WINDING STAIR MTN LOT
 EK0937  PID         -  EK0937
 EK0937  STATE/COUNTY-  OK/LE FLORE
 EK0937  COUNTRY     -  US
 EK0937  USGS QUAD   -  BIG CEDAR (2018)
 EK0937
 EK0937                         *CURRENT SURVEY CONTROL
 EK0937  ______________________________________________________________________
 EK0937* NAD 83(1993) POSITION- 34 42 33.64168(N) 094 40 36.94599(W)   ADJUSTED
 EK0937  ______________________________________________________________________
 EK0937  GEOID HEIGHT    -        -31.436 (meters)                     GEOID18
 EK0937  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 EK0937  HORZ ORDER      -  THIRD
 EK0937
 EK0937.The horizontal coordinates were established by classical geodetic methods
 EK0937.and adjusted by the National Geodetic Survey in November 1994.
 EK0937
 EK0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0937.GEOID18 height accuracy estimate available here.
 EK0937
 EK0937.Click photographs - Photos may exist for this station.
 EK0937
 EK0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0937
 EK0937. The following values were computed from the NAD 83(1993) position.
 EK0937
 EK0937;                    North         East     Units Scale Factor Converg.
 EK0937;SPC OK S     -   157,642.438   904,352.049   MT  0.99993832   +1 53 10.4
 EK0937;SPC OK S     -   517,198.57  2,967,028.35   sFT  0.99993832   +1 53 10.4
 EK0937;UTM  15      - 3,842,091.170   346,430.516   MT  0.99989068   -0 57 18.2
 EK0937
 EK0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU4643042091(NAD 83)
 EK0937
 EK0937                          SUPERSEDED SURVEY CONTROL
 EK0937
 EK0937  NAD 83(1986)-  34 42 33.64361(N)    094 40 36.93760(W) AD(       ) 3
 EK0937  NAD 27      -  34 42 33.28100(N)    094 40 36.13200(W) AD(       ) 3
 EK0937
 EK0937.Superseded values are not recommended for survey control.
 EK0937
 EK0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0937.See file dsdata.pdf to determine how the superseded data were derived.
 EK0937
 EK0937_MARKER: 57 = LOOKOUT TOWER
 EK0937
 EK0937  HISTORY     - Date     Condition        Report By
 EK0937  HISTORY     - 1952     FIRST OBSERVED   CGS
 EK0937
 EK0937                          STATION DESCRIPTION
 EK0937
 EK0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0937'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF THE VILLAGE
 EK0937'OF BIG CEDAR AND ON WINDING STAIR MOUNTAIN.  IT IS A 4 LEGGED
 EK0937'STEEL STRUCTURE ABOUT 75 FEET HIGH AND HAS AN OBSERVATION
 EK0937'CAGE ON TOP.
 EK0937'
 EK0937'POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE OBSERVATION
 EK0937'CAGE.
 EK0937'
 EK0937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 71
 EK0937'AND STATE HIGHWAY 8 IN MENA, GO NORTH ON U.S. HIGHWAY 71
 EK0937'FOR 5.4 MILES TO WHERE U.S. HIGHWAY 270 JOINS U.S. HIGHWAY 71,
 EK0937'TAKE THE LEFT OF THE TWO HIGHWAYS AND GO NORTH AND THE
 EK0937'WESTERLY ON U.S. HIGHWAY 270 FOR 22.0 MILES ON A GRAVEL
 EK0937'ROAD TO A SIDE ROAD LEFT AND A SIGN, WINDING STAIR FIRE
 EK0937'LOOKOUT TOWER, TURN LEFT AND GO SOUTHERLY FOR 5.5 MILES TO
 EK0937'WHERE THE ROAD FORKS, TAKE THE RIGHT FORK AND GO 2.15 MILES
 EK0937'TO A REVERSE FORK, TURN SHARP LEFT AND FOLLOW THE ROAD UP
 EK0937'AND AROUND THE MOUNTAIN FOR 1.2 MILES TO THE TOP OF THE
 EK0937'MOUNTAIN AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0747 ***********************************************************************
 GG0747  DESIGNATION -  WINFREY
 GG0747  PID         -  GG0747
 GG0747  STATE/COUNTY-  OK/CRAIG
 GG0747  COUNTRY     -  US
 GG0747  USGS QUAD   -  WELCH SOUTH (2019)
 GG0747
 GG0747                         *CURRENT SURVEY CONTROL
 GG0747  ______________________________________________________________________
 GG0747* NAD 83(1997) POSITION- 36 48 04.61353(N) 095 01 32.94402(W)   ADJUSTED
 GG0747* NAVD 88 ORTHO HEIGHT -   241.    (meters)      791.    (feet) SCALED
 GG0747  ______________________________________________________________________
 GG0747  GEOID HEIGHT    -        -29.388 (meters)                     GEOID18
 GG0747  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 GG0747  HORZ ORDER      -  THIRD
 GG0747
 GG0747.The horizontal coordinates were established by classical geodetic methods
 GG0747.and adjusted by the National Geodetic Survey in October 1998.
 GG0747
 GG0747.The orthometric height was scaled from a topographic map.
 GG0747
 GG0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0747.GEOID18 height accuracy estimate available here.
 GG0747
 GG0747.Click photographs - Photos may exist for this station.
 GG0747
 GG0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0747
 GG0747. The following values were computed from the NAD 83(1997) position.
 GG0747
 GG0747;                    North         East     Units Scale Factor Converg.
 GG0747;SPC OK N     -   203,929.773   865,384.485   MT  1.00000650   +1 45 18.7
 GG0747;SPC OK N     -   669,059.60  2,839,182.26   sFT  1.00000650   +1 45 18.7
 GG0747;UTM  15      - 4,074,742.662   319,271.987   MT  1.00000240   -1 12 50.0
 GG0747
 GG0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0747!SPC OK N     -   0.99996677  x   1.00000650  =   0.99997327
 GG0747!UTM  15      -   0.99996677  x   1.00000240  =   0.99996917
 GG0747
 GG0747:                Primary Azimuth Mark                     Grid Az
 GG0747:SPC OK N     -  WINFREY AZ MK                            266 16 25.6
 GG0747:UTM  15      -  WINFREY AZ MK                            269 14 34.3
 GG0747
 GG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1927174742(NAD 83)
 GG0747
 GG0747|---------------------------------------------------------------------|
 GG0747| PID    Reference Object                     Distance      Geod. Az  |
 GG0747|                                                           dddmmss.s |
 GG0747| CI2805 WINFREY RM 1                         17.797 METERS 08932     |
 GG0747| CI2806 WINFREY RM 2                         17.870 METERS 18018     |
 GG0747| CI2804 WINFREY AZ MK                                      2680144.3 |
 GG0747|---------------------------------------------------------------------|
 GG0747
 GG0747                          SUPERSEDED SURVEY CONTROL
 GG0747
 GG0747  NAD 83(1993)-  36 48 04.61522(N)    095 01 32.94268(W) AD(       ) 3
 GG0747  NAD 83(1986)-  36 48 04.63432(N)    095 01 32.93436(W) AD(       ) 3
 GG0747  NAD 27      -  36 48 04.36400(N)    095 01 32.07120(W) AD(       ) 3
 GG0747
 GG0747.Superseded values are not recommended for survey control.
 GG0747
 GG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0747.See file dsdata.pdf to determine how the superseded data were derived.
 GG0747
 GG0747_MARKER: DS = TRIANGULATION STATION DISK
 GG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0747_STAMPING: WINFREY 1958
 GG0747_MARK LOGO: CGS
 GG0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0747+STABILITY: SURFACE MOTION
 GG0747
 GG0747  HISTORY     - Date     Condition        Report By
 GG0747  HISTORY     - 1958     MONUMENTED       CGS
 GG0747
 GG0747                          STATION DESCRIPTION
 GG0747
 GG0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0747'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WELCH AND
 GG0747'ABOUT 2.5 MILES EAST OF BLUE JACKET ON ROAD RIGHT-OF-WAY,
 GG0747'35 FEET WEST OF CENTER OF A DRIVE WAY, 29 FEET NORTH OF CENTER
 GG0747'OF A GRAVELED ROAD AND 6 FEET SOUTHWEST OF A FENCE CORNER
 GG0747'POST.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GG0747'GROUND AND IS STAMPED WINFREY 1958.
 GG0747'
 GG0747'REFERENCE MARK NO. 1 IS 61 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 GG0747'CORNER OF A WHITE HOUSE, 28 FEET NORTH OF THE CENTER OF A
 GG0747'GRAVELED ROAD AND 2 FEET WEST OF A TELEPHONE POLE.  THE
 GG0747'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 GG0747'STAMPED WINFREY NO 1 1958.
 GG0747'
 GG0747'REFERENCE MARK NO. 2 IS 31 FEET WEST OF A POWERLINE POLE,
 GG0747'29 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH
 GG0747'OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 GG0747'OF THE GROUND AND IS STAMPED WINFREY NO 2 1958.
 GG0747'
 GG0747'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF A GRAVELED
 GG0747'ROAD AND 1 FOOT NORTH OF A POWERLINE POLE.  THE MARK IS
 GG0747'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 GG0747'WINFREY 1958.
 GG0747'
 GG0747'TO REACH THE STATION FROM THE POST OFFICE IN BLUE JACKET GO
 GG0747'EAST ON A GRAVELED ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON
 GG0747'THE RIGHT AS DESCRIBED, CONTINUE EAST ON GRAVELED ROAD FOR 0.3
 GG0747'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 GG0747'
 GG0747'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0888 ***********************************************************************
 FJ0888  DESIGNATION -  WINGARD RESET
 FJ0888  PID         -  FJ0888
 FJ0888  STATE/COUNTY-  OK/LOGAN
 FJ0888  COUNTRY     -  US
 FJ0888  USGS QUAD   -  GUTHRIE NORTH (2018)
 FJ0888
 FJ0888                         *CURRENT SURVEY CONTROL
 FJ0888  ______________________________________________________________________
 FJ0888* NAD 83(1993) POSITION- 35 56 47.66633(N) 097 29 20.99709(W)   ADJUSTED
 FJ0888* NAVD 88 ORTHO HEIGHT -   351.2   (meters)     1152.    (feet) VERTCON3
 FJ0888  ______________________________________________________________________
 FJ0888  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 FJ0888  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 FJ0888  HORZ ORDER      -  FIRST
 FJ0888
 FJ0888.The horizontal coordinates were established by classical geodetic methods
 FJ0888.and adjusted by the National Geodetic Survey in November 1994.
 FJ0888
 FJ0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0888
 FJ0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0888.GEOID18 height accuracy estimate available here.
 FJ0888
 FJ0888.Click photographs - Photos may exist for this station.
 FJ0888
 FJ0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0888
 FJ0888. The following values were computed from the NAD 83(1993) position.
 FJ0888
 FJ0888;                    North         East     Units Scale Factor Converg.
 FJ0888;SPC OK N     -   105,146.041   646,087.348   MT  0.99995280   +0 18 05.3
 FJ0888;SPC OK N     -   344,966.64  2,119,704.91   sFT  0.99995280   +0 18 05.3
 FJ0888;UTM  14      - 3,979,077.545   636,264.627   MT  0.99982880   +0 53 13.4
 FJ0888
 FJ0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0888!SPC OK N     -   0.99994923  x   0.99995280  =   0.99990203
 FJ0888!UTM  14      -   0.99994923  x   0.99982880  =   0.99977804
 FJ0888
 FJ0888:                Primary Azimuth Mark                     Grid Az
 FJ0888:SPC OK N     -  WINGARD AZ MK                            259 01 45.2
 FJ0888:UTM  14      -  WINGARD AZ MK                            258 26 37.1
 FJ0888
 FJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3626479077(NAD 83)
 FJ0888
 FJ0888|---------------------------------------------------------------------|
 FJ0888| PID    Reference Object                     Distance      Geod. Az  |
 FJ0888|                                                           dddmmss.s |
 FJ0888| CL6648 WINGARD RM                          329.096 METERS 01442     |
 FJ0888| CL6649 WINGARD RM 1 RESET                  329.000 METERS 01442     |
 FJ0888| GH0731 FORT WORTH KANS CITY AWY BN 22      APPROX.11.7 KM 0501634.8 |
 FJ0888| CL6651 WINGARD RM 2 TILTED                  93.878 METERS 06336     |
 FJ0888| CL6650 WINGARD RM 2                         82.810 METERS 08544     |
 FJ0888| CL6652 WINGARD RM 3                         91.144 METERS 11435     |
 FJ0888| FJ0892 GUTHRIE STANDPIPE                   APPROX.10.4 KM 1373343.3 |
 FJ0888| FJ0887 GUTHRIE ST JOSEPH CH E SPIRE        APPROX. 8.7 KM 1641001.1 |
 FJ0888| FJ0873 EDMONDS COLLEGE DOME                APPROX.32.2 KM 1773051.4 |
 FJ0888| CL6647 WINGARD AZ MK                                      2591950.5 |
 FJ0888| FJ1080 CRESCENT MUNICIPAL TANK             APPROX. 9.7 KM 2741625.5 |
 FJ0888| FJ1082 CRESCENT COOP ELEVATOR              APPROX. 9.5 KM 2751320.3 |
 FJ0888| FJ1079 CRESCENT MICROWAVE MAST             APPROX. 9.9 KM 2775535.8 |
 FJ0888|---------------------------------------------------------------------|
 FJ0888
 FJ0888                          SUPERSEDED SURVEY CONTROL
 FJ0888
 FJ0888  NAD 83(1986)-  35 56 47.67332(N)    097 29 20.98200(W) AD(       ) 1
 FJ0888  NAD 27      -  35 56 47.51694(N)    097 29 19.82517(W) AD(       ) 1
 FJ0888  USSD        -  35 56 47.42800(N)    097 29 20.12900(W) AD(       ) 3
 FJ0888  NGVD 29 (07/19/86)  351.1    (m)         1152.     (f) VERT ANG       
 FJ0888
 FJ0888.Superseded values are not recommended for survey control.
 FJ0888
 FJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0888.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0888
 FJ0888_MARKER: DS = TRIANGULATION STATION DISK
 FJ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0888_STAMPING: WINGARD 1902
 FJ0888_MARK LOGO: CGS
 FJ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0888+STABILITY: SURFACE MOTION
 FJ0888
 FJ0888  HISTORY     - Date     Condition        Report By
 FJ0888  HISTORY     - 1902     MONUMENTED       CGS
 FJ0888  HISTORY     - 1934     GOOD             CGS
 FJ0888  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FJ0888  HISTORY     - 1935     SEE DESCRIPTION  CGS
 FJ0888  HISTORY     - 1937     GOOD             CGS
 FJ0888  HISTORY     - 1938     GOOD             CGS
 FJ0888  HISTORY     - 1947     GOOD             CGS
 FJ0888  HISTORY     - 1954     GOOD             CGS
 FJ0888  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FJ0888  HISTORY     - 1968     GOOD             CGS
 FJ0888  HISTORY     - 1968     GOOD             OKDH
 FJ0888  HISTORY     - 1969     GOOD             CGS
 FJ0888
 FJ0888                          STATION DESCRIPTION
 FJ0888
 FJ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 FJ0888'ABOUT 5 MILES NORTH AND 3-3/4 MILES WEST OF GUTHRIE, IN SOUTHWEST
 FJ0888'QUARTER SEC. 14, T. 17 N., R. 3 W., ON HIGHEST GROUND, ON
 FJ0888'PROPERTY OWNED IN 1902 BY J.B. WINGARD, ON GENTLY SLOPING
 FJ0888'CULTIVATED LAND.
 FJ0888'
 FJ0888'SURFACE AND UNDERGROUND MARKS ARE IRON NAILS IN TERRA-COTTA
 FJ0888'PIPES FILLED WITH AND SET IN CONCRETE.
 FJ0888'
 FJ0888'REFERENCE MARK IS NAIL IN TERRA-COTTA PIPE FILLED WITH AND SET
 FJ0888'IN CONCRETE IN SOUTHWEST QUARTER VERY NEAR
 FJ0888'CENTER OF SECTION, 0.94 METER (3.1 FEET) SOUTH OF EAST-AND-WEST
 FJ0888'FENCE, 0.50 METER (1.6 FEET) WEST OF A NORTH-AND-SOUTH FENCE, AND
 FJ0888'329.096 METERS (1,079.71 FEET) FROM STATION, N 14 DEG 42 MIN E.
 FJ0888'OTHER DISTANCES AND AZIMUTHS FROM STATION ARE-
 FJ0888'STONE MARKING QUARTER-SECTION CORNER, SECTIONS 14 AND 23, 490.9
 FJ0888'METERS (1,611 FEET), S 9 DEG 38 MIN 41 SEC E, EAST END OF RIDGE
 FJ0888'OF JAMES DODDS HOSUE, 3/4 MILE, S 56 DEG 05 MIN 33 SEC W,
 FJ0888'CHIMNEY IN CENTER OF SQUARE-ROOFED HOUSE OF WILLIAM DODD,
 FJ0888'3/4 MILE, S 67 DEG 57 MIN 15 SEC W, AND SOUTH END OF RIDGE OF
 FJ0888'JOHN GOOCHS HOUSE, 3/4 MILE, N 58 DEG 29 MIN 48 SEC W.
 FJ0888'STATION IDENTICAL WITH WINGARD LATITUDE STATION AND
 FJ0888'WINGARD AZIMUTH STATION.
 FJ0888
 FJ0888                          STATION RECOVERY (1934)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 FJ0888'ORIGINAL DESCRIPTION GOOD.  STATION GOOD, EXCEPT CONCRETE
 FJ0888'BEARING MARK SEEMS TO HAVE EITHER SETTLED OR HAS BEEN DISTURBED,
 FJ0888'CAUSING IT TO SLOPE SLIGHTLY TO SOUTHWEST, TOP AND SIDES
 FJ0888'BOTH SEEM TO INDICATE SUCH A CONDITION.  ABOUT 8 INCHES
 FJ0888'OF BASE PROJECTING ABOVE SURFACE.
 FJ0888'
 FJ0888'REFERENCE MARK AT CENTER OF SECTION GOOD, 4 FEET 8 INCHES
 FJ0888'SOUTH OF EAST-AND-WEST FENCE, 1.5 FEET WEST OF NORTH-AND-SOUTH
 FJ0888'FENCE, ABOUT 2 FEET BELOW SURFACE, IN SAND DRIFT.
 FJ0888
 FJ0888                          STATION RECOVERY (1934)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (NEW)
 FJ0888'ABOUT 5 MILES NORTH AND 3-3/4 MILES WEST OF GUTHRIE, IN
 FJ0888'SOUTHWEST QUARTER SEC. 14, T. 17 N., R. 3 W., ON THE HIGHEST
 FJ0888'GROUND OF THE PROPERTY OF J.B. WINGARD, ON GENTLY SLOPING
 FJ0888'CULTIVATED LAND.
 FJ0888'
 FJ0888'THE REFERENCE MARK IS IN THE SOUTHWEST QUARTER VERY NEAR
 FJ0888'THE CENTER OF THE SECTION, 0.94 METER (3.1 FEET) SOUTH OF
 FJ0888'AN EAST-AND-WEST FENCE, 0.50 METER (1.60 FEET) WEST OF A
 FJ0888'NORTH-AND-SOUTH FENCE, AND 329.096 METERS (1079.71 FEET) FROM THE
 FJ0888'STATION, N 14 DEG 42 MIN E.
 FJ0888'
 FJ0888'OTHER DISTANCES AND AZIMUTHS ARE AS FOLLOWS- QUARTER-SECTION
 FJ0888'CORNER STONE BETWEEN SECTIONS 14 AND 23, 490.9 METERS (1611 FEET),
 FJ0888'S 9 DEG 38 MIN 41 SEC E, EAST END OF THE RIDGE OF JAMES DODDS
 FJ0888'HOUSE, 3/4 MILE, S 56 DEG 15 MIN 33 SEC W, CHIMNEY IN CENTER OF
 FJ0888'SQUARE-ROOFED HOUSE OF WILLIAM DODD, 3/4 MILE, S 67 DEG 57 MIN
 FJ0888'15 SEC W, ON THE SOUTH END OF THE RIDGE OF JOHN GOOCHS HOUSE,
 FJ0888'3/4 MILE, N 58 DEG 29 MIN 48 SEC W.  NOTE- WINGARD FOUND IN GOOD
 FJ0888'CONDITION.  THE REFERENCE MARK AT 1/4 INTERSECTION CORNER
 FJ0888'FOUND, CHECKED AND IS IN GOOD CONDITION.
 FJ0888
 FJ0888                          STATION RECOVERY (1935)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FJ0888'STATION RECOVERED, AS DESCRIBED IN GOOD CONDITION, BUT LEANING,
 FJ0888'INDICATING THAT THE SURFACE MARK HAD BEEN STRUCK BY MACHINERY
 FJ0888'OR HEAVILY LOADED WAGON.  THE UNDERGROUND MARK WAS
 FJ0888'RECOVERED AND A STANDARD STATION TABLET WAS SET DIRECTLY
 FJ0888'OVER UNDERGROUND MARK IN THE LARGE CONCRETE PIER,
 FJ0888'AND WAS STAMPED WITH NAME AND DATE, 1902.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 2, SET IN 1902 WAS RECOVERED IN GOOD
 FJ0888'CONDITION AS DESCRIBED, IN FENCE CORNER, MARKED UNDER NOTE
 FJ0888'21, IN SOUTHWEST QUARTER, VERY NEAR CENTER OF SECTION, 0.94
 FJ0888'METERS (3.1 FEET) SOUTH OF EAST-AND-WEST FENCE, 0.5 METER
 FJ0888'(1.6 FEET) WEST OF NORTH-AND-SOUTH FENCE, AND 329.096 METERS
 FJ0888'(1079.71 FEET) FROM STATION, N 14 DEG 42 MIN E.  THE MARK
 FJ0888'IS COVERED WITH ABOUT 18 INCHES OF SAND AND IS STAMPED WITH
 FJ0888'NAME AND DATE, 1902.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 1, 1935, IS A STANDARD REFERENCE
 FJ0888'MARK TABLET SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER,
 FJ0888'ON WEST SIDE OF NORTH-AND-SOUTH FENCE, APPROXIMATELY EAST
 FJ0888'OF STATION AND AT WEST EDGE OF CULTIVATED FIELD.  DISTANCE FROM
 FJ0888'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 (1902) 284.97 METERS,
 FJ0888'N 1 DEG 15 MIN W.  STANDPIPE AT GUTHRIE IS,
 FJ0888'S 42 DEG 26 MIN 15 SEC E FROM STATION.  TOP CENTER WATER TANK TO
 FJ0888'WEST IS, N 85 DEG 43 MIN 33 SEC W FROM STATION.
 FJ0888'DISTANCE FROM STATION TO REFERENCE MARK NO. 1, 1935, 82.905
 FJ0888'METERS (272.00 FEET), N 85 DEG 43 MIN 51 SEC E.
 FJ0888'
 FJ0888'STATION IS ON PROPERTY OWNED BY ALBERT SANDERSON AND IS BEST
 FJ0888'REACHED FROM THE EAST.  GO NORTH ON U.S. HIGHWAY 77, 5.5
 FJ0888'MILES, OR SOUTH FROM MULHALL 14.5 MILES TO RAILROAD SECTION
 FJ0888'HOUSE.  FROM THERE GO WEST 2.2 MILES TO CROSSROADS, TURN SOUTH
 FJ0888'AND GO 1.0 MILE, TURN WEST AND GO 1.9 MILES TO HOME OF OWNER
 FJ0888'ON NORTH SIDE OF ROAD.
 FJ0888
 FJ0888                          STATION RECOVERY (1937)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CHR)
 FJ0888'6 MILES EAST OF CRESCENT, 5 MILES NORTH AND 3-3/4 MILES
 FJ0888'WEST OF GUTHRIE, 1600 FEET NORTH AND 245 FEET WEST OF SOUTHEAST
 FJ0888'CORNER OF SOUTHWEST QUARTER OF SEC. 14, T. 17 N., R. 3 W.
 FJ0888'STATION O.K.
 FJ0888
 FJ0888                          STATION RECOVERY (1938)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 FJ0888'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 5 MILES
 FJ0888'NORTH AND 3.75 MILES WEST OF GUTHRIE, 5 MILES EAST OF CRESCENT,
 FJ0888'1600 FEET NORTH AND 245 FEET WEST OF THE SOUTHEAST CORNER OF
 FJ0888'SOUTHWEST QUARTER OF SEC. 14, T. 17 N., R. 3 W., ON PROPERTY
 FJ0888'OWNED BY ALBRT SANDERSON.  IT IS ON THE TOP OF A GENTLY
 FJ0888'SLOPING HILL, THE HIGHEST IN THE VICINITY.
 FJ0888'
 FJ0888'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE
 FJ0888'HIGHWAY 51, WHICH IS 17.5 MILES WEST OF STILLWATER, GO SOUTH ON
 FJ0888'U.S. HIGHWAY 77 FOR 11.2 MILES TO RAILROAD SECTION HOUSES
 FJ0888'ON THE RIGHT, THENCE WEST 2.2 MILES TO CROSS ROAD, THENCE
 FJ0888'SOUTH 0.9 MILE TO CROSS ROAD, THENCE RIGHT (WEST) 1.8 MILES
 FJ0888'TO ALBERT SANDERSONS HOME ON THE NORTH SIDE OF THE ROAD.  GO
 FJ0888'THROUGH SANDERSONS YARD AND CONTINUE NORTH 0.3 MILE THEN TURN
 FJ0888'WEST FOR 0.3 MILE TO HIGHEST POINT AND STATION.
 FJ0888'
 FJ0888'SURFACE AND UNDERGROUND MARKS DESCRIBED.
 FJ0888'
 FJ0888'ONLY ONE REFERENCE MARK, STAMPED NO. 1, 1935 WAS
 FJ0888'RECOVERED.  THE DISTANCE TO THIS MARK WAS FOUND TO BE IN
 FJ0888'ERROR 0.035 METER.
 FJ0888'
 FJ0888'AN AZIMUTH MARK WAS ESTABLISHED, AND STAMPED WINGARD,
 FJ0888'1902, 1938.  IT IS 0.3 MILE WEST OF THE STATION IN FENCE
 FJ0888'CORNER WHERE EAST-WEST FENCE TURNS SOUTH.
 FJ0888
 FJ0888                          STATION RECOVERY (1947)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FJ0888'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY PLB
 FJ0888'IN 1938.  NO ADDITIONAL DETAILS ARE REQUIRED.
 FJ0888
 FJ0888                          STATION RECOVERY (1954)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ0888'THE STATION WAS RECOVERED AS DESCRIBED AND DIRECTIONS TO
 FJ0888'REACH ARE ADEQUATE.
 FJ0888'
 FJ0888'THE 1938 STATION MARK WAS FOUND TO BE ECCENTRIC IN REFERENCE
 FJ0888'TO THE UNDERGROUND MARK.  IT WAS REMOVED AND A NEW STATION MARK
 FJ0888'WAS PLACED OVER THE 1902 UNDERGROUND MARK.  IT IS
 FJ0888'18 INCHES BELOW THE GROUND SURFACE, AND THE DISK IS STAMPED
 FJ0888'WINGARD 1902 1954.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 1 1902 WAS RECOVERED.  IT WAS BURIED ABOUT
 FJ0888'18 INCHES IN DRIFTING SAND.  A NEW MARK WAS PLACED
 FJ0888'DIRECTLY OVER THE OLD MARK.  IT IS 2 FEET SOUTHWEST OF A
 FJ0888'FENCE CORNER AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 FJ0888'WINGARD NO 1 1902 1954.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  A
 FJ0888'STANDARD DISK SET IN A CONCRETE POST, LEVEL WITH THE
 FJ0888'GROUND SURFACE.  IT IS EAST OF THE STATION AND 1 FOOT WEST
 FJ0888'OF A FENCE.  THE DISK IS STAMPED WINGARD R M 2 1902.
 FJ0888'
 FJ0888'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 FJ0888'CONDITION.
 FJ0888
 FJ0888                          STATION RECOVERY (1960)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JFD)
 FJ0888'THE SUBSURFACE MARKER WAS RECOVERED.
 FJ0888'
 FJ0888'REFERENCE MARK 2 PLOWED UNDER BUT RECOVERED ABOUT 220 FEET
 FJ0888'FROM STATION,
 FJ0888'N 54 DEG 34 MIN E.
 FJ0888
 FJ0888                          STATION RECOVERY (1968)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FJ0888'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 FJ0888'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 FJ0888'NO. 2 WAS RECOVERED BUT THE MARK WAS FOUND RESET IN A NEW
 FJ0888'LOCATION.  AT THE TIME OF RECOVERY THE STATION COULD NOT BE
 FJ0888'DRIVEN TO SO A NEW REFERENCE MARK WAS NOT SET.
 FJ0888'
 FJ0888'THE STATION MARK IS 390.5 FEET NORTHWEST OF THE SOUTH GATE
 FJ0888'POST WHICH IS ABOUT 250 FEET NORTH OF THE QUARTER SECTION
 FJ0888'LINE, 271.5 FEET WEST OF A NORTH-SOUTH FENCE, 97 FEET WEST
 FJ0888'OF THE CENTER OF A SANDSTONE WHICH IS EXPOSED, 85.5 FEET SOUTHWEST
 FJ0888'OF THE WEST EDGE OF A LARGE SANDSTONE WHICH IS 5 FEET LONG,
 FJ0888'EXPOSED ON THE EAST SIDE AND TILTED ON A 45 DEGREE ANGLE,
 FJ0888'AND IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 4
 FJ0888'FEET SOUTH-SOUTHWEST OF A FENCE CORNER POST, 1 FOOT WEST
 FJ0888'OF A FENCE, AND PROJECTS 6 INCHES.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 2 IS EAST-NORTHEAST OF THE STATION, DISTANCE
 FJ0888'BEING 308.0 FEET, 5 FEET EAST OF THE NORTH-SOUTH FENCE, AND
 FJ0888'PROJECTS 8 INCHES.  IT IS EAST OF A SMALL EARTH POND.
 FJ0888'
 FJ0888'AZIMUTH MARK IS 0.3 MILE NORTH OF MR. ALBERT SANDERSONS FARM
 FJ0888'HOUSE, 5 FEET NORTH OF A LARGE CORNER FENCE POST, AND AT A
 FJ0888'RIGHT ANGLE IN FENCE, AND PROJECTS 8 INCHES.
 FJ0888'
 FJ0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 FJ0888'AND STATE HIGHWAY 33 IN GUTHRIE, GO NORTH ON U.S. HIGWAY 77
 FJ0888'FOR 3.3 MILES TO THE JUNCTION OF STATE HIGHWAY 74C.  TURN LEFT
 FJ0888'AND GO WEST ON STATE HIGHWAY 74C FOR 2.1 MILES TO A CROSSROAD.
 FJ0888'KEEP RIGHT AND GO NORTH ON STATE HIGHWAY 74C FOR 1.0 MILE
 FJ0888'TO A CROSSROAD.  KEEP LEFT AND GO WEST ON STATE HIGHWAY 74C
 FJ0888'FOR 1.0 MILE TO A ROAD LEADING SOUTH AND A T-FENCE CORNER OF
 FJ0888'THE RIGHT.  THE STATION IS ABOUT 0.3 MILE NORTH OF THIS T-FENCE
 FJ0888'CORNER IN FIELD AT THE WEST SIDE OF THE NORTH-SOUTH FENCE.
 FJ0888'
 FJ0888'NOTE- STATION IS ON LAND OWNED BY MR. ALBERT SANDERSON WHO
 FJ0888'LIVES WEST OF THE T-FENCE CORNER ON THE NORTH SIDE OF
 FJ0888'ROAD.
 FJ0888'
 FJ0888'THE STATION CAN BE REACHED FROM THE EAST IN DRY WEATHER AND
 FJ0888'PERMISSION PROBABLY BE OBTAINED AT THE FIRST HOUSE EAST
 FJ0888'OF THE T-FENCE CORNER ON THE NORTH SIDE OF THE ROAD.
 FJ0888'
 FJ0888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 FJ0888'AND 3-3/4 MILES WEST OF GUTHRIE.
 FJ0888
 FJ0888                          STATION RECOVERY (1968)
 FJ0888
 FJ0888'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ0888'WINGARD 1902 1954, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0888'
 FJ0888'WINGARD NO. 1 1902, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ0888'
 FJ0888'WINGARD NO. 2 1902, DESTROYED.
 FJ0888'
 FJ0888'WINGARD 1902 1938, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 FJ0888'DESCRIBED.
 FJ0888
 FJ0888                          STATION RECOVERY (1969)
 FJ0888
 FJ0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FJ0888'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 FJ0888'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1968
 FJ0888'DESCRIPTION.  THE STATION WAS REVISITED IN 1969 AND A NEW
 FJ0888'REFERENCE MARK NO. 3 WAS SET.  THE ANGLE TO THE AZIMUTH MARK
 FJ0888'WAS NOT OBSERVED ON BECAUSE CATTLE KNOCKED OVER THE TARGET.
 FJ0888'THE LAST MILEAGE TO THE ROAD LEADING SOUTH IN THE 1968
 FJ0888'DESCRIPTION SHOULD BE 1.6 MILES INSTEAD OF 1.0 MILE.
 FJ0888'
 FJ0888'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3 AND A NEW TO
 FJ0888'REACH THE STATION.
 FJ0888'
 FJ0888'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WINGARD 1902
 FJ0888'NO. 3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FJ0888'PROJECTS 3 INCHES.  IT IS 142.5 FEET NORTH OF THE NORTH
 FJ0888'GATE POST FOR A WIRE GATE, 0.5 MILE EAST OF A NORTH-SOUTH FENCE,
 FJ0888'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 FJ0888'
 FJ0888'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 FJ0888'AND STATE HIGHWAY 74C WHICH IS 3.3 MILES NORTH OF GUTHRIE,
 FJ0888'GO WEST ON STATE HIGHWAY 74C FOR 2.1 MILES TO A CROSSROAD.  TURN
 FJ0888'RIGHT AND GO NORTH ON STATE HIGHWAY 74C FOR 1.0 MILE TO A
 FJ0888'CROSSROAD.  TURN LEFT AND GO WEST ON STATE HIGHWAY 74C FOR
 FJ0888'1.25 MILES TO ENTRANCE TO MR. CARL H. GOOCHS FARMHOUSE.  TURN
 FJ0888'RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE TO A WIRE
 FJ0888'GATE WHICH IS EAST OF A CONCRETE BLOCK MILK HOUSE.  PASS
 FJ0888'THROUGH THE GATE AND GO NORTH ON A TRACK ROAD FOR 0.15 MILE
 FJ0888'TO A STEEL GATE.  PASS THROUGH THE GATE AND GO WEST ON A
 FJ0888'TRACK ROAD FOR 0.3 MILE TO A WIRE GATE IN A NORTH-SOUTH
 FJ0888'FENCELINE.  PASS THROUGH THE GATE AND GO NORTHWEST ACROSS
 FJ0888'FIELD FOR 390 FEET AND THE STATION ON THE HIGHEST POINT.
 FJ0888'
 FJ0888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 FJ0888'MILES NORTH AND 3-3/4 MILES WEST OF GUTHRIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0741 ***********************************************************************
 GJ0741  DESIGNATION -  WINGO
 GJ0741  PID         -  GJ0741
 GJ0741  STATE/COUNTY-  OK/ELLIS
 GJ0741  COUNTRY     -  US
 GJ0741  USGS QUAD   -  MAY EAST (2018)
 GJ0741
 GJ0741                         *CURRENT SURVEY CONTROL
 GJ0741  ______________________________________________________________________
 GJ0741* NAD 83(1993) POSITION- 36 33 57.50121(N) 099 39 10.36943(W)   ADJUSTED
 GJ0741* NAVD 88 ORTHO HEIGHT -   668.    (meters)     2192.    (feet) SCALED
 GJ0741  ______________________________________________________________________
 GJ0741  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GJ0741  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 GJ0741  HORZ ORDER      -  FIRST
 GJ0741
 GJ0741.The horizontal coordinates were established by classical geodetic methods
 GJ0741.and adjusted by the National Geodetic Survey in November 1994.
 GJ0741
 GJ0741.The orthometric height was scaled from a topographic map.
 GJ0741
 GJ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0741.GEOID18 height accuracy estimate available here.
 GJ0741
 GJ0741.Click photographs - Photos may exist for this station.
 GJ0741
 GJ0741.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0741
 GJ0741. The following values were computed from the NAD 83(1993) position.
 GJ0741
 GJ0741;                    North         East     Units Scale Factor Converg.
 GJ0741;SPC OK N     -   175,011.651   452,054.002   MT  0.99996953   -0 58 31.6
 GJ0741;SPC OK N     -   574,184.06  1,483,113.84   sFT  0.99996953   -0 58 31.6
 GJ0741;UTM  14      - 4,046,924.353   441,580.393   MT  0.99964205   -0 23 20.3
 GJ0741
 GJ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0741!SPC OK N     -   0.99989955  x   0.99996953  =   0.99986908
 GJ0741!UTM  14      -   0.99989955  x   0.99964205  =   0.99954163
 GJ0741
 GJ0741:                Primary Azimuth Mark                     Grid Az
 GJ0741:SPC OK N     -  WINGO AZ MK                              091 54 34.1
 GJ0741:UTM  14      -  WINGO AZ MK                              091 19 22.8
 GJ0741
 GJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4158046924(NAD 83)
 GJ0741
 GJ0741|---------------------------------------------------------------------|
 GJ0741| PID    Reference Object                     Distance      Geod. Az  |
 GJ0741|                                                           dddmmss.s |
 GJ0741| GJ0744 FORT SUPPLY MICROWAVE MAST          APPROX. 9.8 KM 0140429.6 |
 GJ0741| GJ0739 FORT SUPPLY ST HOSP TANK            APPROX. 8.5 KM 0853358.8 |
 GJ0741| CL3641 WINGO AZ MK                                        0905602.5 |
 GJ0741| GJ0740 FORT SUPPLY DAM WATER TANK          APPROX. 7.1 KM 0993039.1 |
 GJ0741| CL3642 WINGO RM 1                           21.015 METERS 10403     |
 GJ0741| GJ0747 LAVERNE PHILLIPS WATER TANK         APPROX.23.8 KM 2960524.9 |
 GJ0741| CL3643 WINGO RM 2                           14.164 METERS 30721     |
 GJ0741|---------------------------------------------------------------------|
 GJ0741
 GJ0741                          SUPERSEDED SURVEY CONTROL
 GJ0741
 GJ0741  NAD 83(1986)-  36 33 57.50816(N)    099 39 10.35731(W) AD(       ) 1
 GJ0741  NAD 27      -  36 33 57.38044(N)    099 39 08.93885(W) AD(       ) 1
 GJ0741
 GJ0741.Superseded values are not recommended for survey control.
 GJ0741
 GJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0741.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0741
 GJ0741_MARKER: DS = TRIANGULATION STATION DISK
 GJ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0741_STAMPING: WINGO 1934
 GJ0741_MARK LOGO: CGS
 GJ0741_PROJECTION: FLUSH
 GJ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0741+STABILITY: SURFACE MOTION
 GJ0741
 GJ0741  HISTORY     - Date     Condition        Report By
 GJ0741  HISTORY     - 1934     MONUMENTED       CGS
 GJ0741  HISTORY     - 1963     GOOD             CGS
 GJ0741  HISTORY     - 1976     GOOD             NGS
 GJ0741
 GJ0741                          STATION DESCRIPTION
 GJ0741
 GJ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0741'STATION IS LOCATED 4-1/2 MILES WEST AND 0.6 MILE SOUTH OF
 GJ0741'SUPPLY IN SOUTHWEST QUARTER OF SEC. 10, T. 24 N., R. 23 W.,
 GJ0741'IN THE HOUSE LOT OF MRS. WINGO WHO LIVES ON THE PROPERTY.
 GJ0741'MARK IS PLACED 78 FEET NORTH OF NORTH EDGE OF HOUSE, 98 FEET
 GJ0741'EAST OF WELL WHICH HAS 20-FOOT WINDMILL OVER IT, ABOUT 30
 GJ0741'FEET SOUTH OF SOUTH EDGE OF CULTIVATED FIELD AND IS FLUSH
 GJ0741'WITH THE GROUND.
 GJ0741'
 GJ0741'REACHED FROM SUPPLY POST OFFICE BY GOING WEST ON U.S. HIGHWAY
 GJ0741'270 FOR 0.3 MILE, THENCE SOUTH 0.6 MILE, THENCE WEST 4.25
 GJ0741'MILES TO WHITE HOUSE ON NORTH SIDE OF ROAD AND MARK NORTH
 GJ0741'OF HOUSE.
 GJ0741'
 GJ0741'REFERENCE MARK NO. 1 IS 21.016 METERS (68.95 FEET) EAST
 GJ0741'OF STATION SET IN WEST FENCE OF CHICKEN YARD, 5 FEET SOUTH
 GJ0741'OF NORTHWEST CORNER.
 GJ0741'
 GJ0741'REFERENCE MARK NO. 2 IS 14.164 METERS (46.47 FEET) WEST-NORTHWEST
 GJ0741'OF STATION SET AT SOUTHEAST CORNER OF IMPLEMENT SHED.
 GJ0741'
 GJ0741'AZIMUTH MARK IS 0.65 MILE EAST, REACHED BY GOING EAST ON
 GJ0741'DIRT ROAD FROM ENTRANCE TO HOUSE 0.65 MILE TO SECTION CORNER.
 GJ0741'MARK IS PLACED IN NORTH-SOUTH FENCE LINE, 52 FEET NORTH OF
 GJ0741'CENTERLINE OF EAST-WEST ROAD, 24 FEET NORTH OF FENCE CORNER,
 GJ0741'86 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 GJ0741'
 GJ0741'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0741'BRONZE DISKS SET IN CONCRETE.
 GJ0741'
 GJ0741'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METERS.
 GJ0741
 GJ0741                          STATION RECOVERY (1963)
 GJ0741
 GJ0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0741'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 GJ0741'WERE RECOVERED.  THE IMPLEMENT SHED, THE WINDMILL AND THE
 GJ0741'CULTIVATED FIELD ARE NOW NONEXISTENT.  FOLLOWING IS A COMPLETE
 GJ0741'NEW DESCRIPTION.
 GJ0741'
 GJ0741'THE STATION IS ABOUT 5 MILES WEST OF FT. SUPPLY, ON PROPERTY
 GJ0741'OWNED BY THE WINGO FAMILY.
 GJ0741'
 GJ0741'TO REACH THE STATION FROM THE POST OFFICE IN FT. SUPPLY,
 GJ0741'GO WEST ON U.S. HIGHWAY 270 FOR 0.3 MILE TO A SIDE ROAD ON THE
 GJ0741'LEFT.  TURN LEFT AND GO SOUTH FOR 0.6 MILE TO A CROSSROAD.
 GJ0741'TURN RIGHT AND GO WEST FOR 3.6 MILES TO A CROSSROAD AT THE
 GJ0741'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.6 MILE TO
 GJ0741'THE WINGO FARMHOUSE AND THE STATION ON THE RIGHT.
 GJ0741'
 GJ0741'THE STATION MARK IS A STANDARD DISK, STAMPED WINGO 1934,
 GJ0741'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GJ0741'THE GROUND.  IT IS 79.4 NORTH OF THE NORTHEAST CORNER OF
 GJ0741'THE HOUSE, 72.7 FEET EAST OF A POWERLINE POLE AND 40.4 FEET
 GJ0741'SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN.
 GJ0741'
 GJ0741'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WINGO NO 1 1934,
 GJ0741'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 GJ0741'3 INCHES.  IT IS 22.2 FEET NORTH OF THE NORTHEAST CORNER
 GJ0741'OF A CONCRETE BLOCK BUILDING, 81.7 FEET NORTHEAST OF THE
 GJ0741'NORTHEAST CORNER OF THE HOUSE AND ABOUT 1 FOOT LOWER THAN THE
 GJ0741'STATION.
 GJ0741'
 GJ0741'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WINGO NO 2 1934,
 GJ0741'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GJ0741'THE GROUND.  IT IS 19.0 FEET SOUTHWEST OF THE SOUTHWEST
 GJ0741'CORNER OF THE BARN, 42.7 FEET SOUTH-SOUTHEAST OF THE SOUTH
 GJ0741'EDGE OF A STOCK WATERING TANK, 44.2 FEET EAST-NORTHEAST
 GJ0741'OF THE POWERLINE POLE AND 108.6 FEET NORTH OF THE NORTHWEST
 GJ0741'CORNER OF THE HOUSE AND AT ABOUT THE SAME ELEVATION AS THE
 GJ0741'STATION.
 GJ0741'
 GJ0741'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WINGO 1934,
 GJ0741'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 GJ0741'THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE, 1.8
 GJ0741'FEET SOUTH OF A WITNESS POST, 16.3 FEET NORTH OF A POWERLINE
 GJ0741'POLE, 51.7 FEET NORTH OF AN EAST-WEST ROAD, 31.7 FEET WEST
 GJ0741'OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 16.8 FEET NORTH
 GJ0741'OF A FENCE CORNER POST.
 GJ0741
 GJ0741                          STATION RECOVERY (1976)
 GJ0741
 GJ0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0741'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE
 GJ0741'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER, REFERENCE
 GJ0741'MARK NO. 2 COULD NOT BE LOCATED AND IS PRESUMABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0940 ***********************************************************************
 EL0940  DESIGNATION -  WIRT SERV PLINE KKE 766 MAST
 EL0940  PID         -  EL0940
 EL0940  STATE/COUNTY-  OK/CARTER
 EL0940  COUNTRY     -  US
 EL0940  USGS QUAD   -  RINGLING (2018)
 EL0940
 EL0940                         *CURRENT SURVEY CONTROL
 EL0940  ______________________________________________________________________
 EL0940* NAD 83(1993) POSITION- 34 13 06.76379(N) 097 32 16.82424(W)   ADJUSTED
 EL0940  ______________________________________________________________________
 EL0940  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 EL0940  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 EL0940  HORZ ORDER      -  THIRD
 EL0940
 EL0940.The horizontal coordinates were established by classical geodetic methods
 EL0940.and adjusted by the National Geodetic Survey in November 1994.
 EL0940
 EL0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0940.GEOID18 height accuracy estimate available here.
 EL0940
 EL0940.Click photographs - Photos may exist for this station.
 EL0940
 EL0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0940
 EL0940. The following values were computed from the NAD 83(1993) position.
 EL0940
 EL0940;                    North         East     Units Scale Factor Converg.
 EL0940;SPC OK S     -    98,288.061   642,569.520   MT  0.99995618   +0 15 44.0
 EL0940;SPC OK S     -   322,466.75  2,108,163.50   sFT  0.99995618   +0 15 44.0
 EL0940;UTM  14      - 3,787,354.639   634,670.584   MT  0.99982356   +0 49 20.2
 EL0940
 EL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3467087354(NAD 83)
 EL0940
 EL0940                          SUPERSEDED SURVEY CONTROL
 EL0940
 EL0940  NAD 83(1986)-  34 13 06.76790(N)    097 32 16.81312(W) AD(       ) 3
 EL0940  NAD 27      -  34 13 06.43600(N)    097 32 15.71800(W) AD(       ) 3
 EL0940
 EL0940.Superseded values are not recommended for survey control.
 EL0940
 EL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0940.See file dsdata.pdf to determine how the superseded data were derived.
 EL0940
 EL0940_MARKER: 42 = RADIO/TV MAST
 EL0940
 EL0940  HISTORY     - Date     Condition        Report By
 EL0940  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0940
 EL0940                          STATION DESCRIPTION
 EL0940
 EL0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0940'THE STATION IS A SINGLE COLUMN STEEL STRUCTURE PAINTED
 EL0940'ALTERNATELY RED AND WHITE, HAVING AN OVER-ALL HEIGHT OF 150 FEET.
 EL0940'THE RED LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
 EL0940'
 EL0940'TO REACH THE STATION FROM THE MC MAN POST OFFICE AND THE DUNDEE
 EL0940'SCHOOL GO SOUTH FOR 0.5 MILE TO A T ROAD JUNCTION, TURN LEFT
 EL0940'AND GO EAST AND SOUTH FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT
 EL0940'AND GO 0.25 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT ACROSS
 EL0940'THE CATTLE GUARD AND GO NORTHEASTERLY FOR 0.2 MILE TO THE STATION
 EL0940'ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1124 ***********************************************************************
 FJ1124  DESIGNATION -  WITTS
 FJ1124  PID         -  FJ1124
 FJ1124  STATE/COUNTY-  OK/CANADIAN
 FJ1124  COUNTRY     -  US
 FJ1124  USGS QUAD   -  EL RENO (2018)
 FJ1124
 FJ1124                         *CURRENT SURVEY CONTROL
 FJ1124  ______________________________________________________________________
 FJ1124* NAD 83(1993) POSITION- 35 30 43.50197(N) 097 56 13.93696(W)   ADJUSTED
 FJ1124* NAVD 88 ORTHO HEIGHT -   419.    (meters)     1375.    (feet) SCALED
 FJ1124  ______________________________________________________________________
 FJ1124  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 FJ1124  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 FJ1124  HORZ ORDER      -  SECOND
 FJ1124
 FJ1124.The horizontal coordinates were established by classical geodetic methods
 FJ1124.and adjusted by the National Geodetic Survey in November 1994.
 FJ1124
 FJ1124.The orthometric height was scaled from a topographic map.
 FJ1124
 FJ1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1124.GEOID18 height accuracy estimate available here.
 FJ1124
 FJ1124.Click photographs - Photos may exist for this station.
 FJ1124
 FJ1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1124
 FJ1124. The following values were computed from the NAD 83(1993) position.
 FJ1124
 FJ1124;                    North         East     Units Scale Factor Converg.
 FJ1124;SPC OK N     -    56,819.342   605,696.584   MT  1.00001036   +0 02 13.4
 FJ1124;SPC OK N     -   186,414.79  1,987,189.54   sFT  1.00001036   +0 02 13.4
 FJ1124;UTM  14      - 3,930,352.874   596,375.574   MT  0.99971446   +0 37 02.6
 FJ1124
 FJ1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1124!SPC OK N     -   0.99993846  x   1.00001036  =   0.99994882
 FJ1124!UTM  14      -   0.99993846  x   0.99971446  =   0.99965293
 FJ1124
 FJ1124:                Primary Azimuth Mark                     Grid Az
 FJ1124:SPC OK N     -  WITTS AZ MK                              176 06 52.4
 FJ1124:UTM  14      -  WITTS AZ MK                              175 32 03.2
 FJ1124
 FJ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9637530352(NAD 83)
 FJ1124
 FJ1124|---------------------------------------------------------------------|
 FJ1124| PID    Reference Object                     Distance      Geod. Az  |
 FJ1124|                                                           dddmmss.s |
 FJ1124| CL6658 WITTS RM 1                           11.010 METERS 00015     |
 FJ1124| FJ1116 BANNER COOP ELEVATOR                APPROX. 7.9 KM 0890332.0 |
 FJ1124| CL6659 WITTS RM 2                           22.960 METERS 09725     |
 FJ1124| CL6657 WITTS AZ MK                                        1760905.8 |
 FJ1124| FJ1120 EL RENO SOUTH MUNICIPAL TANK        APPROX. 1.8 KM 3072501.6 |
 FJ1124| FJ1122 EL RENO SCHRODER GRAIN ELEV         APPROX. 2.5 KM 3154007.6 |
 FJ1124| FJ1126 EL RENO COUNTY CTHSE DOME           APPROX. 3.0 KM 3262125.5 |
 FJ1124|---------------------------------------------------------------------|
 FJ1124
 FJ1124                          SUPERSEDED SURVEY CONTROL
 FJ1124
 FJ1124  NAD 83(1986)-  35 30 43.50691(N)    097 56 13.92144(W) AD(       ) 2
 FJ1124  NAD 27      -  35 30 43.31812(N)    097 56 12.74666(W) AD(       ) 2
 FJ1124
 FJ1124.Superseded values are not recommended for survey control.
 FJ1124
 FJ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1124.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1124
 FJ1124_MARKER: DS = TRIANGULATION STATION DISK
 FJ1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1124_STAMPING: WITTS 1954
 FJ1124_MARK LOGO: CGS
 FJ1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1124+STABILITY: SURFACE MOTION
 FJ1124
 FJ1124  HISTORY     - Date     Condition        Report By
 FJ1124  HISTORY     - 1954     MONUMENTED       CGS
 FJ1124  HISTORY     - 1988     POOR             USPSQD
 FJ1124  HISTORY     - 20030626 MARK NOT FOUND   ALMLS
 FJ1124
 FJ1124                          STATION DESCRIPTION
 FJ1124
 FJ1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1124'THE STATION IS IN THE SE 1/4 SEC. 16, T. 12 N, R. 7 W. ON THE
 FJ1124'RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.  IT IS 1-1/2
 FJ1124'MILES SOUTH AND 1 MILE EAST OF EL RENO, 1/4 MILE NORTH OF THE
 FJ1124'JUNCTION OF U.S. HIGHWAYS 66 AND 81, WHICH IS KNOWN LOCALLY
 FJ1124'AS WITTS CORNERS.
 FJ1124'
 FJ1124'TO REACH FROM THE EL RENO POST OFFICE GO SOUTH 0.2 MILE
 FJ1124'ON N. BICKFORD STREET TO HIGHWAYS 66 AND 81.  TURN LEFT,
 FJ1124'EAST, AND GO 0.1 MILE TO POINT WHERE HIGHWAYS 66 AND 81
 FJ1124'TURN SOUTH.  TURN RIGHT, SOUTH, AND FOLLOW U.S. HIGHWAYS 66 AND
 FJ1124'81 SOUTH AND SOUTH-EAST FOR 2.1 MILES TO CROSSROAD AND JUNCTION
 FJ1124'WHERE HIGHWAY 81 TURNS SOUTH.  TURN LEFT, NORTH, AND GO 0.05
 FJ1124'MILE ON A HARD-SURFACED ROAD TO AZIMUTH MARK ON RIGHT.
 FJ1124'CONTINUE 0.2 MILE TO STATION ON LEFT.
 FJ1124'
 FJ1124'THE STATION MARK, 36 FEET WEST OF THE CENTER OF A HARD-SURFACED
 FJ1124'ROAD, 14 FEET NORTH OF A FENCE CORNER-POST, 5 FEET SOUTHEAST
 FJ1124'OF A WITNESS POST, 4 FEET EAST OF A FENCE LINE, PROJECTS 4
 FJ1124'INCHES, AND THE DISK IS STAMPED WITTS 1954.
 FJ1124'
 FJ1124'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 36 FEET WEST
 FJ1124'OF THE CENTER OF A HARD-SURFACED ROAD, 4 FEET EAST OF A
 FJ1124'FENCE LINE, 1 FOOT SOUTH OF A TELEPHONE POLE, AND PROJECTS
 FJ1124'4 INCHES.  THE DISK IS STAMPED WITTS NO 1 1954.
 FJ1124'
 FJ1124'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 14 FEET SOUTH
 FJ1124'OF A FENCE CORNERPOST, 41 FEET EAST OF A HARD-SURFACED ROAD,
 FJ1124'2 FEET NORTH OF A POWERLINE POLE, AND PROJECTS 5 INCHES.  THE
 FJ1124'DISK IS STAMPED WITTS NO 2 1954.
 FJ1124'
 FJ1124'THE AZIMUTH MARK, APPROXIMATELY 0.2 MILE SOUTH, IS 39 FEET
 FJ1124'EAST OF THE CENTER OF A HARD-SURFACED ROAD, 3 FEET WEST OF A
 FJ1124'FENCE LINE, 2 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 FJ1124'WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 FJ1124'WITTS 1954.
 FJ1124
 FJ1124                          STATION RECOVERY (1988)
 FJ1124
 FJ1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRF)
 FJ1124'MARK RECOVERED IN POOR CONDITION.
 FJ1124
 FJ1124                          STATION RECOVERY (2003)
 FJ1124
 FJ1124'RECOVERY NOTE BY AL MORRIS LAND SURVEYING 2003 (ALM)
 FJ1124'MARKER NOT FOUND. STAKED POINT FELL IN CONCRETE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0911 ***********************************************************************
 EM0911  DESIGNATION -  WOLF
 EM0911  PID         -  EM0911
 EM0911  STATE/COUNTY-  OK/KIOWA
 EM0911  COUNTRY     -  US
 EM0911  USGS QUAD   -  LAKE ALTUS (2018)
 EM0911
 EM0911                         *CURRENT SURVEY CONTROL
 EM0911  ______________________________________________________________________
 EM0911* NAD 83(1993) POSITION- 34 54 20.09152(N) 099 16 19.35968(W)   ADJUSTED
 EM0911* NAVD 88 ORTHO HEIGHT -   473.3   (meters)     1553.    (feet) VERTCON3
 EM0911  ______________________________________________________________________
 EM0911  GEOID HEIGHT    -        -25.639 (meters)                     GEOID18
 EM0911  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 EM0911  HORZ ORDER      -  FIRST
 EM0911
 EM0911.The horizontal coordinates were established by classical geodetic methods
 EM0911.and adjusted by the National Geodetic Survey in November 1994.
 EM0911
 EM0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0911
 EM0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0911.GEOID18 height accuracy estimate available here.
 EM0911
 EM0911.Click photographs - Photos may exist for this station.
 EM0911
 EM0911.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0911
 EM0911. The following values were computed from the NAD 83(1993) position.
 EM0911
 EM0911;                    North         East     Units Scale Factor Converg.
 EM0911;SPC OK S     -   175,133.316   483,752.869   MT  0.99995162   -0 43 19.3
 EM0911;SPC OK S     -   574,583.22  1,587,112.54   sFT  0.99995162   -0 43 19.3
 EM0911;UTM  14      - 3,862,606.198   475,146.988   MT  0.99960761   -0 09 20.4
 EM0911
 EM0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0911!SPC OK S     -   0.99992974  x   0.99995162  =   0.99988137
 EM0911!UTM  14      -   0.99992974  x   0.99960761  =   0.99953738
 EM0911
 EM0911:                Primary Azimuth Mark                     Grid Az
 EM0911:SPC OK S     -  WOLF AZ MK                               359 08 42.1
 EM0911:UTM  14      -  WOLF AZ MK                               358 34 43.2
 EM0911
 EM0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7514662606(NAD 83)
 EM0911
 EM0911|---------------------------------------------------------------------|
 EM0911| PID    Reference Object                     Distance      Geod. Az  |
 EM0911|                                                           dddmmss.s |
 EM0911| CX9010 WOLF RM 1                             9.147 METERS 05951     |
 EM0911| CX9011 WOLF RM 2                             9.899 METERS 17449     |
 EM0911| CX9009 WOLF AZ MK                                         3582522.8 |
 EM0911|---------------------------------------------------------------------|
 EM0911
 EM0911                          SUPERSEDED SURVEY CONTROL
 EM0911
 EM0911  NAD 83(1986)-  34 54 20.09839(N)    099 16 19.35417(W) AD(       ) 1
 EM0911  NAD 27      -  34 54 19.88840(N)    099 16 18.06940(W) AD(       ) 1
 EM0911  NGVD 29 (07/19/86)  473.1    (m)         1552.     (f) VERT ANG       
 EM0911
 EM0911.Superseded values are not recommended for survey control.
 EM0911
 EM0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0911.See file dsdata.pdf to determine how the superseded data were derived.
 EM0911
 EM0911_MARKER: DS = TRIANGULATION STATION DISK
 EM0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0911_STAMPING: WOLF 1961
 EM0911_MARK LOGO: CGS
 EM0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0911+STABILITY: SURFACE MOTION
 EM0911
 EM0911  HISTORY     - Date     Condition        Report By
 EM0911  HISTORY     - 1961     MONUMENTED       CGS
 EM0911  HISTORY     - 1963     GOOD             CGS
 EM0911
 EM0911                          STATION DESCRIPTION
 EM0911
 EM0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0911'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF BLAIR,
 EM0911'6 MILES SOUTH OF LONE WOLF AND JUST EAST OF LAKE ALTUS,
 EM0911'ON THE WEST SIDE OF STATE HIGHWAY 44.
 EM0911'
 EM0911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 EM0911'44 AND 9, JUST EAST OF LONE WOLF, GO SOUTH ON STATE HIGHWAY
 EM0911'44 FOR 6.1 MILES TO THE STATION ON THE RIGHT, 0.05 MILE BEFORE
 EM0911'REACHING A DIAGONAL CROSSROAD.  TO REACH THE AZIMUTH MARK
 EM0911'FROM THE STATION, CONTINUE SOUTH FOR 0.05 MILE TO THE
 EM0911'DIAGONAL CROSSROAD, TURN SHARP RIGHT AND FOLLOW THE DIRT
 EM0911'ROAD NORTHWESTERLY FOR 0.6 MILE TO A CROSSROAD, CONTINUE
 EM0911'AHEAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 EM0911'
 EM0911'THE STATION MARK IS A STANDARD DISK STAMPED WOLF 1961, SET
 EM0911'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 EM0911'IS 70 FEET WEST OF THE CENTER OF THE HIGHWAY, 29 FEET EAST
 EM0911'OF THE EAST RAIL OF THE ATCHISON TOPEKA AND SANTA FE TRACK,
 EM0911'14 FEET NORTH OF A POWER TRANSMISSION POLE AND 3.3 FEET
 EM0911'NORTHWEST OF A WITNESS POST.
 EM0911'
 EM0911'R.M. 1 IS A STANDARD DISK STAMPED WOLF NO 1 1961, SET IN A
 EM0911'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 29.2
 EM0911'FEET NORTHEAST OF THE WITNESS POST.
 EM0911'
 EM0911'R.M. 2 IS A STANDARD DISK STAMPED WOLF 2 1961, SET IN A
 EM0911'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS 30.1
 EM0911'FEET SOUTH OF THE WITNESS POST.
 EM0911'
 EM0911'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WOLF 1961, SET IN
 EM0911'A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 20 FEET WEST
 EM0911'OF THE CENTER OF THE DIRT ROAD, 4 FEET EAST OF A POWER POLE
 EM0911'AND 2.6 FEET WEST OF A WITNESS POST.
 EM0911
 EM0911                          STATION RECOVERY (1963)
 EM0911
 EM0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0911'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH1027 ***********************************************************************
 GH1027  DESIGNATION -  WOLF
 GH1027  PID         -  GH1027
 GH1027  STATE/COUNTY-  OK/KAY
 GH1027  COUNTRY     -  US
 GH1027  USGS QUAD   -  UNCAS (2018)
 GH1027
 GH1027                         *CURRENT SURVEY CONTROL
 GH1027  ______________________________________________________________________
 GH1027* NAD 83(1997) POSITION- 36 51 41.45002(N) 096 56 49.80546(W)   ADJUSTED
 GH1027* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 GH1027  ______________________________________________________________________
 GH1027  GEOID HEIGHT    -        -29.027 (meters)                     GEOID18
 GH1027  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 GH1027  HORZ ORDER      -  FIRST
 GH1027
 GH1027.The horizontal coordinates were established by classical geodetic methods
 GH1027.and adjusted by the National Geodetic Survey in October 1998.
 GH1027
 GH1027.The orthometric height was scaled from a topographic map.
 GH1027
 GH1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH1027.GEOID18 height accuracy estimate available here.
 GH1027
 GH1027.Click photographs - Photos may exist for this station.
 GH1027
 GH1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH1027
 GH1027. The following values were computed from the NAD 83(1997) position.
 GH1027
 GH1027;                    North         East     Units Scale Factor Converg.
 GH1027;SPC OK N     -   207,057.937   693,883.917   MT  1.00001868   +0 37 16.8
 GH1027;SPC OK N     -   679,322.58  2,276,517.48   sFT  1.00001868   +0 37 16.8
 GH1027;UTM  14      - 4,081,476.873   682,994.696   MT  1.00001256   +1 13 54.5
 GH1027
 GH1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1027!SPC OK N     -   0.99994396  x   1.00001868  =   0.99996264
 GH1027!UTM  14      -   0.99994396  x   1.00001256  =   0.99995652
 GH1027
 GH1027:                Primary Azimuth Mark                     Grid Az
 GH1027:SPC OK N     -  WOLF AZ MK                               204 19 28.3
 GH1027:UTM  14      -  WOLF AZ MK                               203 42 50.6
 GH1027
 GH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8299481476(NAD 83)
 GH1027
 GH1027|---------------------------------------------------------------------|
 GH1027| PID    Reference Object                     Distance      Geod. Az  |
 GH1027|                                                           dddmmss.s |
 GH1027| GH1022 BEAVER TWP ATT MICROWAVE TOWER      APPROX.14.4 KM 0294743.5 |
 GH1027| CI2817 WOLF RM 1                            10.057 METERS 08929     |
 GH1027| CI2816 WOLF AZ MK                                         2045645.1 |
 GH1027| GH0649 KILDARE FARMERS COOP ELEVATOR       APPROX.10.5 KM 2370339.0 |
 GH1027| CI2818 WOLF RM 2                             9.583 METERS 26937     |
 GH1027| GH0645 NEWKIRK FARMERS COOP ELEVATOR       APPROX. 9.7 KM 2851437.5 |
 GH1027|---------------------------------------------------------------------|
 GH1027
 GH1027                          SUPERSEDED SURVEY CONTROL
 GH1027
 GH1027  NAD 83(1993)-  36 51 41.45000(N)    096 56 49.80404(W) AD(       ) 1
 GH1027  NAD 83(1986)-  36 51 41.46230(N)    096 56 49.79468(W) AD(       ) 1
 GH1027  NAD 27      -  36 51 41.34244(N)    096 56 48.66901(W) AD(       ) 1
 GH1027
 GH1027.Superseded values are not recommended for survey control.
 GH1027
 GH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1027.See file dsdata.pdf to determine how the superseded data were derived.
 GH1027
 GH1027_MARKER: DS = TRIANGULATION STATION DISK
 GH1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1027_STAMPING: WOLF 1958
 GH1027_MARK LOGO: CGS
 GH1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1027+STABILITY: SURFACE MOTION
 GH1027
 GH1027  HISTORY     - Date     Condition        Report By
 GH1027  HISTORY     - 1958     MONUMENTED       CGS
 GH1027
 GH1027                          STATION DESCRIPTION
 GH1027
 GH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 GH1027'STATION IS ABOUT 6 MILES EAST AND 1-1/2 SOUTH OF NEWKIRK,
 GH1027'ABOUT 1 MILE WEST OF THE ARKANSAS RIVER, IN THE APPROXIMATE
 GH1027'CENTER OF SECTION 35, T 28 N, R 3 E, ON PASTURE LAND OWNED
 GH1027'BY MR. D.M. HAMLIN OF NEWKIRK, LEASED BY MR. LEO E. HAZALEOUS
 GH1027'WHO LIVES ABOUT 2 MILES SOUTH AND 1-1/2 MILES WEST OF THE
 GH1027'STATION.
 GH1027'
 GH1027'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 GH1027'SQUARE IN NEWKIRK BY GOING EAST ON SURFACED ROAD 4.0 MILES
 GH1027'TO CROSSROADS, TURN RIGHT, SOUTH ON GRADED ROAD 2.0 MILES
 GH1027'TO CROSSROADS, TURN LEFT 1.0 MILE TO WHERE THE MAIN ROAD
 GH1027'TURNS SOUTH AND AN UNIMPROVED ROAD LEADS STRAIGHT AHEAD,
 GH1027'CONTINUE STRAIGHT AHEAD, EAST, ON UNIMPROVED ROAD 0.5 MILE
 GH1027'TO END OF THE ROAD AND A METAL GATE.  PASS THROUGH GATE, KEEP
 GH1027'IMMEDIATE LEFT FORK AND FOLLOW RANCH ROAD NORTHEASTERLY
 GH1027'AND NORTHERLY ALONG HIGH GROUND 0.45 MILE TO WHERE THE ROAD
 GH1027'CURVES RIGHT TOWARD A WIRE GATE, LEAVE THE ROAD AND CONTINUE
 GH1027'STRAIGHT AHEAD 0.1 MILE TO THE STATION AT A FENCE POST WITH
 GH1027'A TRIANGLE BLAZE.
 GH1027'
 GH1027'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP
 GH1027'OF 11 INCH SQUARE CONCRETE POSTS.
 GH1027'
 GH1027'STATION DISKS ARE STAMPED WOLF 1958 AND THE SURFACE MARK
 GH1027'PROJECTS 6 INCHES.  IT IS 3 FEET SOUTH OF A EAST-WEST PROPERTY
 GH1027'LINE FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3
 GH1027'FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET
 GH1027'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 GH1027'SURFACE.
 GH1027'
 GH1027'REFERENCE MARK 1 IS STAMPED WOLF NO 1 1958 AND PROJECTS 6
 GH1027'INCHES.  IT IS 3 FEET SOUTH OF THE EAST-WEST FENCE.
 GH1027'
 GH1027'REFERENCE MARK 2 IS STAMPED WOLF NO 2 1958 AND PROJECTS
 GH1027'6 INCHES.  IT IS 3 FEET SOUTH OF THE EAST-WEST FENCE.
 GH1027'
 GH1027'AZIMUTH MARK IS REACHED FROM THE METAL GATE BY TURNING LEFT,
 GH1027'NORTH, AND FOLLOWING A NORTH-SOUTH PROPERTY LINE FENCE 0.05
 GH1027'MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD OKLAHOMA
 GH1027'CONSERVATION COMMISSION STATE SURVEY DISK SET IN THE TOP
 GH1027'OF A 5 INCH SQUARE CONCRETE POST, STAMPED 10 M 25 TT 1939
 GH1027'AND PROJECTS 10 INCHES.  IT IS 3 FEET WEST OF THE NORTH-SOUTH
 GH1027'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 GH1027'NORTHEAST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0640 ***********************************************************************
 EM0640  DESIGNATION -  WOLF 1945
 EM0640  PID         -  EM0640
 EM0640  STATE/COUNTY-  OK/COMANCHE
 EM0640  COUNTRY     -  US
 EM0640  USGS QUAD   -  FORT SILL (2018)
 EM0640
 EM0640                         *CURRENT SURVEY CONTROL
 EM0640  ______________________________________________________________________
 EM0640* NAD 83(1993) POSITION- 34 40 17.88305(N) 098 26 47.05014(W)   ADJUSTED
 EM0640* NAVD 88 ORTHO HEIGHT -   379.    (meters)     1243.    (feet) SCALED
 EM0640  ______________________________________________________________________
 EM0640  GEOID HEIGHT    -        -25.707 (meters)                     GEOID18
 EM0640  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 EM0640  HORZ ORDER      -  THIRD
 EM0640
 EM0640.The horizontal coordinates were established by classical geodetic methods
 EM0640.and adjusted by the National Geodetic Survey in November 1994.
 EM0640
 EM0640.The orthometric height was scaled from a topographic map.
 EM0640
 EM0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0640.GEOID18 height accuracy estimate available here.
 EM0640
 EM0640.Click photographs - Photos may exist for this station.
 EM0640
 EM0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0640
 EM0640. The following values were computed from the NAD 83(1993) position.
 EM0640
 EM0640;                    North         East     Units Scale Factor Converg.
 EM0640;SPC OK S     -   148,539.496   559,089.286   MT  0.99993710   -0 15 12.2
 EM0640;SPC OK S     -   487,333.33  1,834,278.77   sFT  0.99993710   -0 15 12.2
 EM0640;UTM  14      - 3,836,768.917   550,717.915   MT  0.99963170   +0 18 53.8
 EM0640
 EM0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0640!SPC OK S     -   0.99994453  x   0.99993710  =   0.99988163
 EM0640!UTM  14      -   0.99994453  x   0.99963170  =   0.99957625
 EM0640
 EM0640:                Primary Azimuth Mark                     Grid Az
 EM0640:SPC OK S     -  F P 137                                  210 48 26.7
 EM0640:UTM  14      -  F P 137                                  210 14 20.7
 EM0640
 EM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5071736768(NAD 83)
 EM0640
 EM0640|---------------------------------------------------------------------|
 EM0640| PID    Reference Object                     Distance      Geod. Az  |
 EM0640|                                                           dddmmss.s |
 EM0640| EM0653 F P 137                             APPROX. 2.0 KM 2103314.5 |
 EM0640|---------------------------------------------------------------------|
 EM0640
 EM0640                          SUPERSEDED SURVEY CONTROL
 EM0640
 EM0640  NAD 83(1986)-  34 40 17.88878(N)    098 26 47.03504(W) AD(       ) 3
 EM0640  NAD 83(1986)-  34 40 17.88726(N)    098 26 47.03573(W) AD(       ) 3
 EM0640  NAD 27      -  34 40 17.63100(N)    098 26 45.83500(W) AD(       ) 3
 EM0640
 EM0640.Superseded values are not recommended for survey control.
 EM0640
 EM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0640.See file dsdata.pdf to determine how the superseded data were derived.
 EM0640
 EM0640_MARKER: N = NAIL
 EM0640_SETTING: 0 = UNSPECIFIED SETTING
 EM0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0640
 EM0640  HISTORY     - Date     Condition        Report By
 EM0640  HISTORY     - 1945     MONUMENTED       USA
 EM0640
 EM0640                          STATION DESCRIPTION
 EM0640
 EM0640'DESCRIBED BY US ARMY 1945
 EM0640'LOCATED ABOUT TWO MILES W OF THE FT. SILL NEW POST AREA AND
 EM0640'NEAR W END OF ARTILLERY RIDGE.  MARKED BY HEAD OF NAIL DRIVEN
 EM0640'INTO APPROXIMATE CENTER OF CONCRETE TOP OF RANGE GUARD HOUSE
 EM0640'JUST S OF TOWER 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0765 ***********************************************************************
 GH0765  DESIGNATION -  WOOD
 GH0765  PID         -  GH0765
 GH0765  STATE/COUNTY-  OK/GARFIELD
 GH0765  COUNTRY     -  US
 GH0765  USGS QUAD   -  COVINGTON (2018)
 GH0765
 GH0765                         *CURRENT SURVEY CONTROL
 GH0765  ______________________________________________________________________
 GH0765* NAD 83(1993) POSITION- 36 17 30.68872(N) 097 33 35.66290(W)   ADJUSTED
 GH0765* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 GH0765  ______________________________________________________________________
 GH0765  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 GH0765  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 GH0765  HORZ ORDER      -  THIRD
 GH0765
 GH0765.The horizontal coordinates were established by classical geodetic methods
 GH0765.and adjusted by the National Geodetic Survey in November 1994.
 GH0765
 GH0765.The orthometric height was scaled from a topographic map.
 GH0765
 GH0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0765.GEOID18 height accuracy estimate available here.
 GH0765
 GH0765.Click photographs - Photos may exist for this station.
 GH0765
 GH0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0765
 GH0765. The following values were computed from the NAD 83(1993) position.
 GH0765
 GH0765;                    North         East     Units Scale Factor Converg.
 GH0765;SPC OK N     -   143,425.503   639,531.540   MT  0.99994776   +0 15 35.0
 GH0765;SPC OK N     -   470,555.17  2,098,196.39   sFT  0.99994776   +0 15 35.0
 GH0765;UTM  14      - 4,017,282.597   629,316.401   MT  0.99980604   +0 51 09.0
 GH0765
 GH0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0765!SPC OK N     -   0.99994961  x   0.99994776  =   0.99989738
 GH0765!UTM  14      -   0.99994961  x   0.99980604  =   0.99975566
 GH0765
 GH0765:                Primary Azimuth Mark                     Grid Az
 GH0765:SPC OK N     -  WOOD AZ MK                               299 31 34.1
 GH0765:UTM  14      -  WOOD AZ MK                               298 56 00.1
 GH0765
 GH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2931617282(NAD 83)
 GH0765
 GH0765|---------------------------------------------------------------------|
 GH0765| PID    Reference Object                     Distance      Geod. Az  |
 GH0765|                                                           dddmmss.s |
 GH0765| CL6661 WOOD RM 1                            27.797 METERS 01632     |
 GH0765| CL6662 WOOD RM 2                            18.378 METERS 11650     |
 GH0765| GH0768 DOUGLAS FARMERS COOP N ELEV         APPROX.10.1 KM 2514737.9 |
 GH0765| CL6660 WOOD AZ MK                                         2994709.1 |
 GH0765| GH0764 COVINGTON MUNICIPAL TANK            APPROX. 2.8 KM 3124949.5 |
 GH0765|---------------------------------------------------------------------|
 GH0765
 GH0765                          SUPERSEDED SURVEY CONTROL
 GH0765
 GH0765  NAD 83(1986)-  36 17 30.69734(N)    097 33 35.65180(W) AD(       ) 3
 GH0765  NAD 27      -  36 17 30.56702(N)    097 33 34.47543(W) AD(       ) 3
 GH0765
 GH0765.Superseded values are not recommended for survey control.
 GH0765
 GH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0765.See file dsdata.pdf to determine how the superseded data were derived.
 GH0765
 GH0765_MARKER: DS = TRIANGULATION STATION DISK
 GH0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0765_STAMPING: WOOD 1963
 GH0765_MARK LOGO: CGS
 GH0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0765+STABILITY: SURFACE MOTION
 GH0765
 GH0765  HISTORY     - Date     Condition        Report By
 GH0765  HISTORY     - 1963     MONUMENTED       CGS
 GH0765  HISTORY     - 1971     GOOD             OKDH
 GH0765
 GH0765                          STATION DESCRIPTION
 GH0765
 GH0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0765'THE STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S.
 GH0765'HIGHWAY 64, BETWEEN THE HIGHWAY AND THE SAN FRANCISCO AND
 GH0765'ST. LOUIS RAILROAD.  ABOUT 1 MILE SOUTH AND 1-1/2 MILES
 GH0765'EAST OF COVINGTON.
 GH0765'
 GH0765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GH0765'AND STATE HIGHWAY 74 AT THE SOUTH EDGE OF COVINGTON, GO
 GH0765'SOUTHEAST ON U.S. HIGHWAY 64 FOR 1.1 MILES TO THE AZIMUTH
 GH0765'MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR 0.4 MILE TO
 GH0765'THE STATION ON THE RIGHT.
 GH0765'
 GH0765'THE STATION MARK IS A STANDARD DISK, STAMPED WOOD 1963, SET
 GH0765'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 GH0765'INCHES.  IT IS 36.7 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 GH0765'TRACK, 50.6 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 GH0765'64, 41.4 FEET EAST OF A TELEPHONE LINE POLE AND 4 FEET EAST
 GH0765'OF A WITNESS POST.
 GH0765'
 GH0765'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOOD NO 1 1963,
 GH0765'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 GH0765'2 INCHES.  IT IS 39 FEET NORTH OF THE CENTERLINE OF THE
 GH0765'HIGHWAY, 1 FOOT SOUTH OF A FENCE, 2.7 FEET SOUTHWEST OF A
 GH0765'WEST GATE POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 GH0765'
 GH0765'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOOD NO 2 1963,
 GH0765'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 GH0765'THE GROUND SURFACE.  IT IS 50.2 FEET SOUTH OF THE CENTERLINE
 GH0765'OF THE HIGHWAY, 37 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 GH0765'TRACK, 75.7 FEET WEST OF A TELEPHONE LINE POLE AND ABOUT
 GH0765'1 FOOT LOWER THAN THE STATION.
 GH0765'
 GH0765'AZIMUTH MARK IS A STANDARD DISK, STAMPED WOOD 1963, SET IN
 GH0765'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 GH0765'IT IS 39 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64,
 GH0765'2.2 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE
 GH0765'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 GH0765
 GH0765                          STATION RECOVERY (1971)
 GH0765
 GH0765'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (BEG)
 GH0765'WOOD 1963, GOOD.
 GH0765'
 GH0765'ALL REF. MARKS ARE AS DESCRIBED ON USC AND GS DESCRIPTION
 GH0765'SHEET.  WITNESS POST IN PLACE 4.0 FT. WEST OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1117 ***********************************************************************
 FH1117  DESIGNATION -  WOODALL
 FH1117  PID         -  FH1117
 FH1117  STATE/COUNTY-  OK/MUSKOGEE
 FH1117  COUNTRY     -  US
 FH1117  USGS QUAD   -  WARNER (2018)
 FH1117
 FH1117                         *CURRENT SURVEY CONTROL
 FH1117  ______________________________________________________________________
 FH1117* NAD 83(1993) POSITION- 35 26 47.08865(N) 095 15 18.13942(W)   ADJUSTED
 FH1117* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 FH1117  ______________________________________________________________________
 FH1117  GEOID HEIGHT    -        -29.998 (meters)                     GEOID18
 FH1117  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 FH1117  HORZ ORDER      -  FIRST
 FH1117
 FH1117.The horizontal coordinates were established by classical geodetic methods
 FH1117.and adjusted by the National Geodetic Survey in November 1994.
 FH1117
 FH1117.The orthometric height was scaled from a topographic map.
 FH1117
 FH1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1117.GEOID18 height accuracy estimate available here.
 FH1117
 FH1117.Click photographs - Photos may exist for this station.
 FH1117
 FH1117.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1117
 FH1117. The following values were computed from the NAD 83(1993) position.
 FH1117
 FH1117;                    North         East     Units Scale Factor Converg.
 FH1117;SPC OK N     -    53,054.168   849,186.742   MT  1.00002400   +1 37 11.8
 FH1117;SPC OK N     -   174,061.88  2,786,040.17   sFT  1.00002400   +1 37 11.8
 FH1117;SPC OK S     -   237,790.920   849,195.472   MT  1.00004906   +1 33 29.1
 FH1117;SPC OK S     -   780,152.38  2,786,068.81   sFT  1.00004906   +1 33 29.1
 FH1117;UTM  15      - 3,924,886.979   295,330.364   MT  1.00011625   -1 18 29.7
 FH1117
 FH1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1117!SPC OK N     -   0.99997550  x   1.00002400  =   0.99999950
 FH1117!SPC OK S     -   0.99997550  x   1.00004906  =   1.00002456
 FH1117!UTM  15      -   0.99997550  x   1.00011625  =   1.00009174
 FH1117
 FH1117:                Primary Azimuth Mark                     Grid Az
 FH1117:SPC OK N     -  WOODALL AZ MK                            185 02 40.8
 FH1117:SPC OK S     -  WOODALL AZ MK                            185 06 23.5
 FH1117:UTM  15      -  WOODALL AZ MK                            187 58 22.3
 FH1117
 FH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV9533024886(NAD 83)
 FH1117
 FH1117|---------------------------------------------------------------------|
 FH1117| PID    Reference Object                     Distance      Geod. Az  |
 FH1117|                                                           dddmmss.s |
 FH1117| CI2820 WOODALL RM 1                          8.681 METERS 16305     |
 FH1117| CI2819 WOODALL AZ MK                                      1863952.6 |
 FH1117| FH1119 PORUM MUNICIPAL TANK                APPROX. 9.4 KM 1882723.6 |
 FH1117| CI2821 WOODALL RM 2                         11.239 METERS 22945     |
 FH1117|---------------------------------------------------------------------|
 FH1117
 FH1117                          SUPERSEDED SURVEY CONTROL
 FH1117
 FH1117  NAD 83(1986)-  35 26 47.10270(N)    095 15 18.12814(W) AD(       ) 1
 FH1117  NAD 27      -  35 26 46.75400(N)    095 15 17.24800(W) AD(       ) 1
 FH1117
 FH1117.Superseded values are not recommended for survey control.
 FH1117
 FH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1117.See file dsdata.pdf to determine how the superseded data were derived.
 FH1117
 FH1117_MARKER: DS = TRIANGULATION STATION DISK
 FH1117_SETTING: 66 = SET IN ROCK OUTCROP
 FH1117_STAMPING: WOODALL 1940
 FH1117_MARK LOGO: CGS
 FH1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1117+STABILITY: POSITION/ELEVATION WELL
 FH1117
 FH1117  HISTORY     - Date     Condition        Report By
 FH1117  HISTORY     - 1940     MONUMENTED       CGS
 FH1117  HISTORY     - 1960     GOOD             CGS
 FH1117
 FH1117                          STATION DESCRIPTION
 FH1117
 FH1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1117'STATION IS LOCATED IN MUSKOGEE COUNTY, ABOUT 4-1/2 MILES SE
 FH1117'OF WARNER AND ABOUT 6 MILES N OF PORUM.  IT IS ON A BARE,
 FH1117'ROCKY RIDGE, ON PROPERTY OWNED BY A MR. TARPLETT OF MUSKOGEE,
 FH1117'0.2 MILE S OF WOODALL SCHOOL, ON THE HIGHEST PART OF THE RIDGE.
 FH1117'
 FH1117'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH1117'HOLES IN OUTCROPPING BEDROCK.
 FH1117'
 FH1117'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1117'
 FH1117'THE STATION MARK IS STAMPED WOODALL 1940.  THERE IS A WHITE
 FH1117'REFERENCE POST SET IN A CAIRN, 8 FEET NW OF THE STATION.
 FH1117'
 FH1117'REFERENCE MARK NO.1 IS ABOUT 2 FEET LOWER THAN THE STATION,
 FH1117'ON THE S SLOPE OF THE RIDGE, SET IN BEDROCK.  IT IS STAMPED
 FH1117'WOODALL NO.1, 1940.  REFERENCE MARK NO.2 IS AT ABOUT THE SAME
 FH1117'ELEVATION AS THE STATION, ON THE CREST OF THE RIDGE, SET IN
 FH1117'BEDROCK.  IT IS STAMPED WOODALL NO.2, 1940.
 FH1117'
 FH1117'THE AZIMUTH MARK IS 0.75 MILE S OF THE STATION, 75 FEET N OF
 FH1117'A CROSS ROAD, 15 FEET W OF THE CENTER LINE OF A N-S ROAD AND AT
 FH1117'THE NE CORNER OF AN OLD CORRAL.  THE MARK PROJECTS 6 INCHES
 FH1117'AND IS STAMPED WOODALL 1940.  THERE IS A WHITE REFERENCE POST
 FH1117'2 FEET S OF THE MARK.
 FH1117'
 FH1117'TO REACH THE STATION FROM PORUM, GO N ON STATE HIGHWAY 10 FOR
 FH1117'5-1/2 MILES TO A ROAD LEADING RIGHT (E).  TURN E AND GO 1.0 MILE
 FH1117'TO A CROSS ROAD.  THE AZIMUTH MARK IS 75 FEET N OF THIS POINT.
 FH1117'TURN N AND GO 0.75 MILE TO THE TOP OF THE RIDGE.  THE STATION IS
 FH1117'165 YARDS E OF THE ROAD, ON THE HIGHEST PART OF THE RIDGE.
 FH1117
 FH1117                          STATION RECOVERY (1960)
 FH1117
 FH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 FH1117'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FH1117'CONDITION.
 FH1117'
 FH1117'THE DESCRIPTION TO REACH FROM PORUM IS ADEQUATE FOR RECOVERY.
 FH1117'TO REACH FROM WARNER, FROM THE MAIN INTERSECTION, GO SOUTHERLY
 FH1117'ON STATE HIGHWAY 2 FOR 2.3 MILES TO FORKS AND JUNCTION WITH
 FH1117'STATE HIGHWAY 1, TAKE LEFT FORK AND CONTINUE ON STATE HIGHWAY
 FH1117'2 FOR 2.4 MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR 1.1
 FH1117'MILES TO CROSSROADS, TURN LEFT TO AZIMUTH MARK ON LEFT ABOUT 75
 FH1117'FEET NORTH OF THE CROSSROAD, CONTINUE NORTH FOR 0.75 MILE TO
 FH1117'TOP OF RIDGE.  THE STATION IS ON HIGHEST POINT OF HILL ABOUT
 FH1117'165 YARDS EAST OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0926 ***********************************************************************
 EL0926  DESIGNATION -  WOODFORD
 EL0926  PID         -  EL0926
 EL0926  STATE/COUNTY-  OK/CARTER
 EL0926  COUNTRY     -  US
 EL0926  USGS QUAD   -  MILO (2018)
 EL0926
 EL0926                         *CURRENT SURVEY CONTROL
 EL0926  ______________________________________________________________________
 EL0926* NAD 83(1993) POSITION- 34 19 55.70934(N) 097 18 34.67551(W)   ADJUSTED
 EL0926* NAVD 88 ORTHO HEIGHT -   299.    (meters)      981.    (feet) SCALED
 EL0926  ______________________________________________________________________
 EL0926  GEOID HEIGHT    -        -25.718 (meters)                     GEOID18
 EL0926  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 EL0926  HORZ ORDER      -  THIRD
 EL0926
 EL0926.The horizontal coordinates were established by classical geodetic methods
 EL0926.and adjusted by the National Geodetic Survey in November 1994.
 EL0926
 EL0926.The orthometric height was scaled from a topographic map.
 EL0926
 EL0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0926.GEOID18 height accuracy estimate available here.
 EL0926
 EL0926.Click photographs - Photos may exist for this station.
 EL0926
 EL0926.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0926
 EL0926. The following values were computed from the NAD 83(1993) position.
 EL0926
 EL0926;                    North         East     Units Scale Factor Converg.
 EL0926;SPC OK S     -   111,008.163   663,526.232   MT  0.99994556   +0 23 30.7
 EL0926;SPC OK S     -   364,199.28  2,176,918.98   sFT  0.99994556   +0 23 30.7
 EL0926;UTM  14      - 3,800,278.076   655,499.905   MT  0.99989806   +0 57 12.7
 EL0926
 EL0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0926!SPC OK S     -   0.99995709  x   0.99994556  =   0.99990265
 EL0926!UTM  14      -   0.99995709  x   0.99989806  =   0.99985515
 EL0926
 EL0926:                Primary Azimuth Mark                     Grid Az
 EL0926:SPC OK S     -  WOODFORD AZ MK                           081 14 15.0
 EL0926:UTM  14      -  WOODFORD AZ MK                           080 40 33.0
 EL0926
 EL0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD5549900278(NAD 83)
 EL0926
 EL0926|---------------------------------------------------------------------|
 EL0926| PID    Reference Object                     Distance      Geod. Az  |
 EL0926|                                                           dddmmss.s |
 EL0926| CY3164 WOODFORD AZ MK                                     0813745.7 |
 EL0926| CY3165 WOODFORD RM 1                        10.345 METERS 10525     |
 EL0926| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.21.4 KM 1335700.6 |
 EL0926| CY3166 WOODFORD RM 2                         8.984 METERS 28343     |
 EL0926|---------------------------------------------------------------------|
 EL0926
 EL0926                          SUPERSEDED SURVEY CONTROL
 EL0926
 EL0926  NAD 83(1986)-  34 19 55.71394(N)    097 18 34.66513(W) AD(       ) 3
 EL0926  NAD 27      -  34 19 55.39410(N)    097 18 33.59000(W) AD(       ) 3
 EL0926
 EL0926.Superseded values are not recommended for survey control.
 EL0926
 EL0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0926.See file dsdata.pdf to determine how the superseded data were derived.
 EL0926
 EL0926_MARKER: DS = TRIANGULATION STATION DISK
 EL0926_SETTING: 66 = SET IN ROCK OUTCROP
 EL0926_STAMPING: WOODFORD 1955
 EL0926_MARK LOGO: CGS
 EL0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0926+STABILITY: POSITION/ELEVATION WELL
 EL0926
 EL0926  HISTORY     - Date     Condition        Report By
 EL0926  HISTORY     - 1955     MONUMENTED       CGS
 EL0926
 EL0926                          STATION DESCRIPTION
 EL0926
 EL0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 EL0926'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW ROCK COVERED
 EL0926'RIDGE ABOUT 9.5 MILES WEST OF SPRINGER, 2 MILES EAST OF MILO
 EL0926'AND 1.5 MILES WEST OF WOODFORD.  IT IS ABOUT 100 YARDS SOUTH OF
 EL0926'STATE HIGHWAY 53, IN SECTION 4, T 3 S, R 1 W.
 EL0926'
 EL0926'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGER, DRIVE
 EL0926'NORTH FOR 1.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 77 AND
 EL0926'STATE HIGHWAY 53.  TURN LEFT ONTO STATE HIGHWAY 53 AND DRIVE
 EL0926'WEST FOR 7.7 MILES TO THE VILLAGE OF WOODFORD.  CONTINUE
 EL0926'STRAIGHT AHEAD, WEST, FOR 1.0 MILE TO A CROSS ROAD AND A SCHOOL
 EL0926'ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 53 FOR 0.2 MILE
 EL0926'TO THE AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF HIGHWAY.
 EL0926'CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE LEFT.
 EL0926'
 EL0926'STATION MARK, STAMPED WOODFORD 1955, IS A STANDARD DISK CEMENTED
 EL0926'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 EL0926'THE GROUND.
 EL0926'
 EL0926'REFERENCE MARK 1, STAMPED WOODFORD NO 1 1955, IS A STANDARD
 EL0926'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 EL0926'IS FLUSH WITH THE GROUND.  IT IS ABOUT 6 INCHES LOWER IN
 EL0926'ELEVATION THAN THE STATION MARK.
 EL0926'
 EL0926'REFERENCE MARK 2, STAMPED WOODFORD NO 2 1955, IS A STANDARD
 EL0926'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 EL0926'FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 EL0926'THE STATION MARK.
 EL0926'
 EL0926'AZIMUTH MARK, STAMPED WOODFORD 1955, IS A STANDARD DISK SET
 EL0926'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 EL0926'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 EL0926'48 FEET NORTH OF CENTER OF HIGHWAY, 2 FEET WEST OF A TELEPHONE
 EL0926'POLE, 1 FOOT SOUTH OF A FENCE AND 2 FEET WEST OF A WHITE
 EL0926'WITNESS POST.
 EL0926'
 EL0926'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0624 ***********************************************************************
 EM0624  DESIGNATION -  WOODLAWN
 EM0624  PID         -  EM0624
 EM0624  STATE/COUNTY-  OK/COMANCHE
 EM0624  COUNTRY     -  US
 EM0624  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0624
 EM0624                         *CURRENT SURVEY CONTROL
 EM0624  ______________________________________________________________________
 EM0624* NAD 83(1993) POSITION- 34 31 18.70431(N) 098 19 49.27900(W)   ADJUSTED
 EM0624* NAVD 88 ORTHO HEIGHT -   334.6   (meters)     1098.    (feet) VERTCON3
 EM0624  ______________________________________________________________________
 EM0624  GEOID HEIGHT    -        -25.507 (meters)                     GEOID18
 EM0624  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 EM0624  HORZ ORDER      -  THIRD
 EM0624
 EM0624.The horizontal coordinates were established by classical geodetic methods
 EM0624.and adjusted by the National Geodetic Survey in November 1994.
 EM0624
 EM0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0624
 EM0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0624.GEOID18 height accuracy estimate available here.
 EM0624
 EM0624.Click photographs - Photos may exist for this station.
 EM0624
 EM0624.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0624
 EM0624. The following values were computed from the NAD 83(1993) position.
 EM0624
 EM0624;                    North         East     Units Scale Factor Converg.
 EM0624;SPC OK S     -   131,885.049   569,670.079   MT  0.99993653   -0 11 15.1
 EM0624;SPC OK S     -   432,692.86  1,868,992.58   sFT  0.99993653   -0 11 15.1
 EM0624;UTM  14      - 3,820,225.047   561,460.011   MT  0.99964656   +0 22 46.2
 EM0624
 EM0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0624!SPC OK S     -   0.99995148  x   0.99993653  =   0.99988802
 EM0624!UTM  14      -   0.99995148  x   0.99964656  =   0.99959806
 EM0624
 EM0624:                Primary Azimuth Mark                     Grid Az
 EM0624:SPC OK S     -  WALTERS                                  144 01 59.0
 EM0624:UTM  14      -  WALTERS                                  143 27 57.7
 EM0624
 EM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6146020225(NAD 83)
 EM0624
 EM0624|---------------------------------------------------------------------|
 EM0624| PID    Reference Object                     Distance      Geod. Az  |
 EM0624|                                                           dddmmss.s |
 EM0624| CX9016 WOODLAWN RM 1                        17.505 METERS 08727     |
 EM0624| EM1047 WALTERS                             APPROX.10.8 KM 1435043.9 |
 EM0624| CX9017 WOODLAWN RM 2                        18.460 METERS 18106     |
 EM0624| CX9015 WOODLAWN AZ MK                                     3172122.7 |
 EM0624|---------------------------------------------------------------------|
 EM0624
 EM0624                          SUPERSEDED SURVEY CONTROL
 EM0624
 EM0624  NAD 83(1986)-  34 31 18.70796(N)    098 19 49.26438(W) AD(       ) 3
 EM0624  NAD 27      -  34 31 18.42500(N)    098 19 48.09500(W) AD(       ) 3
 EM0624  NGVD 29 (07/19/86)  334.5    (m)         1097.     (f) VERT ANG       
 EM0624
 EM0624.Superseded values are not recommended for survey control.
 EM0624
 EM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0624.See file dsdata.pdf to determine how the superseded data were derived.
 EM0624
 EM0624_MARKER: DS = TRIANGULATION STATION DISK
 EM0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0624_STAMPING: WOODLAWN 1948
 EM0624_MARK LOGO: CGS
 EM0624_PROJECTION: FLUSH
 EM0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0624+STABILITY: SURFACE MOTION
 EM0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0624+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2009
 EM0624
 EM0624  HISTORY     - Date     Condition        Report By
 EM0624  HISTORY     - 1948     MONUMENTED       CGS
 EM0624  HISTORY     - 1963     GOOD             CGS
 EM0624  HISTORY     - 1987     GOOD             USGS
 EM0624  HISTORY     - 20000210 GOOD             LOCSUR
 EM0624  HISTORY     - 20081017 GOOD             OPUS
 EM0624  HISTORY     - 20090422 GOOD             INDIV
 EM0624
 EM0624                          STATION DESCRIPTION
 EM0624
 EM0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0624'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF LAWTON,
 EM0624'32 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 4 FEET
 EM0624'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED WOODLAWN
 EM0624'1948 AND PROJECTS 3 INCHES.
 EM0624'
 EM0624'REFERENCE MARK NO. 1 IS 34 FEET NORTH OF THE CENTER OF AN
 EM0624'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 EM0624'LINE.  IT IS STAMPED WOODLAWN NO 1 1948 AND PROJECTS 4 INCHES.
 EM0624'
 EM0624'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF AN
 EM0624'EAST-WEST DIRT ROAD AND 1.5 FEET NORTH OF AN EAST-WEST
 EM0624'FENCE LINE.  IT IS STAMPED WOODLAWN NO 2 1948 AND PROJECTS
 EM0624'3 INCHES.
 EM0624'
 EM0624'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 EM0624'DIRT ROAD, 12 FEET NORTH OF THE CENTER OF A WIRE GATE, 2.5 FEET
 EM0624'NORTH OF THE NORTH POST OF THE WIRE GATE.  IT IS SET IN A FENCE
 EM0624'LINE AND PROJECTS 3 INCHES.  IT IS STAMPED WOODLAWN 1948.
 EM0624'
 EM0624'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 EM0624'7 AND U.S. HIGHWAY 277 AT THE SOUTHEAST EDGE OF LAWTON,
 EM0624'GO EAST ON STATE HIGHWAY 7 FOR 3.25 MILES TO A GAS STATION
 EM0624'ON THE RIGHT AND A ROAD LEADING SOUTH.  TURN RIGHT, SOUTH,
 EM0624'AND GO 4.85 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EM0624'CONTINUE SOUTH FOR 0.35 MILE TO A CROSSROADS, TURN LEFT AND
 EM0624'GO 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EM0624'
 EM0624'AN 87 FOOT SIGNAL AT WALTERS IS VISIBLE AT 4 FEET.
 EM0624'
 EM0624'A 74 FOOT SIGNAL AT HOLLIDAY IS VISIBLE AT 4 FEET.
 EM0624
 EM0624                          STATION RECOVERY (1963)
 EM0624
 EM0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0624'STATION, REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND
 EM0624'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 EM0624'STRUCK BY HEAVY MACHINERY AND MOVED FROM ITS ORIGINAL POSITION.
 EM0624'
 EM0624'THE STATION IS 5-1/2 MILES SOUTH AND 3-1/2 MILES EAST OF
 EM0624'LAWTON, IN THE SOUTH CENTER OF THE SOUTHWEST 1/4 OF SEC.
 EM0624'26, T 1 N, R 11 W., 29.5 FEET NORTH OF THE CENTER OF THE
 EM0624'ROAD, 62.5 FEET NORTH OF A POWER POLE AND 4.5 FEET SOUTH
 EM0624'OF A FENCE POST AT A T-FENCE INTERSECTION.  A STANDARD DISK
 EM0624'STAMPED WOODLAWN 1948 AND SET IN THE TOP OF A 12 X 12 INCH
 EM0624'CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 EM0624'
 EM0624'REFERENCE MARK NO. 1 IS 57.43 FEET EAST OF THE STATION, 32.0
 EM0624'FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF
 EM0624'THE FENCE LINE.  A STANDARD DISK STAMPED WOOD*LAWN NO 1 1948
 EM0624'AND SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 EM0624'INCHES.
 EM0624'
 EM0624'REFERENCE MARK NO. 2 IS 60.565 FEET SOUTH OF THE STATION, 31.0
 EM0624'FEET SOUTH OF THE CENTER OF THE ROAD, 3.5 FEET NORTHWEST OF A
 EM0624'POWER POLE AND 1.5 FEET NORTH OF FENCE LINE.  A STANDARD DISK
 EM0624'STAMPED WOODLAWN NO 2 1948 AND SET IN THE TOP OF A SQUARE CONCRETE
 EM0624'POST PROJECTING ABOUT 2 INCHES.
 EM0624'
 EM0624'TO REACH STATION FROM INTERSECTION OF S2ND AND LEE BLVD.
 EM0624'AND JUNCTION OF U.S. HIGHWAY 277, 281 AND STATE HIGHWAY 7
 EM0624'IN SOUTHEAST PART OF LAWTON, GO EAST ON STATE HIGHWAY 7 FOR
 EM0624'3.25 MILES TO CCRFOSS ROAD, TURN RIGHT AND GO SOUTH FOR 5.0
 EM0624'MILES TO A CROSS RAOD, TURN LEFT AND GO EAST FOR 0.3 MILE TO
 EM0624'THE STATION ON THE LEFT, NORTH SIDE OF THE ROAD.
 EM0624
 EM0624                          STATION RECOVERY (1987)
 EM0624
 EM0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RRB)
 EM0624'RECOVERED IN GOOD CONDITION.
 EM0624
 EM0624                          STATION RECOVERY (2000)
 EM0624
 EM0624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0624'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0624'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED A GOOD GPS OCCUPATION
 EM0624'POINT, NO OBSTRUCTIONS.
 EM0624
 EM0624                          STATION RECOVERY (2008)
 EM0624
 EM0624'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 EM0624'THE MARK IS FOUND ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF LETITIA,
 EM0624'6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF LAWTON AND 4.1 MI (6.6 KM)
 EM0624'NORTHEAST OF GERONIMO.
 EM0624
 EM0624                          STATION RECOVERY (2009)
 EM0624
 EM0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0624'MARK, RM1 AND RM2 RECOVERED. THERE IS AN OPUS-DB SHEET AVAILABLE FOR
 EM0624'THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0769 ***********************************************************************
 GJ0769  DESIGNATION -  WOODPORT
 GJ0769  PID         -  GJ0769
 GJ0769  STATE/COUNTY-  OK/WOODWARD
 GJ0769  COUNTRY     -  US
 GJ0769  USGS QUAD   -  FARGO (2018)
 GJ0769
 GJ0769                         *CURRENT SURVEY CONTROL
 GJ0769  ______________________________________________________________________
 GJ0769* NAD 83(1993) POSITION- 36 26 37.58654(N) 099 31 09.40500(W)   ADJUSTED
 GJ0769* NAD 83(1993) ELLIP HT-   629.865 (meters)        (11/28/94)   ADJUSTED
 GJ0769* NAVD 88 ORTHO HEIGHT -   658.1   (meters)     2159.    (feet) VERTCON3
 GJ0769  ______________________________________________________________________
 GJ0769  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 GJ0769  NAD 83(1993) X  -   -849,621.701 (meters)                     COMP
 GJ0769  NAD 83(1993) Y  - -5,066,665.379 (meters)                     COMP
 GJ0769  NAD 83(1993) Z  -  3,768,291.409 (meters)                     COMP
 GJ0769  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 GJ0769  HORZ ORDER      -  SECOND
 GJ0769  ELLP ORDER      -  FIFTH     CLASS I
 GJ0769
 GJ0769.This mark is at West Woodward Airport (WWR)
 GJ0769
 GJ0769.The horizontal coordinates were established by GPS observations
 GJ0769.and adjusted by the National Geodetic Survey in November 1994.
 GJ0769
 GJ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0769
 GJ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0769.GEOID18 height accuracy estimate available here.
 GJ0769
 GJ0769.Click photographs - Photos may exist for this station.
 GJ0769
 GJ0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0769
 GJ0769.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0769
 GJ0769.The ellipsoidal height was determined by GPS observations
 GJ0769.and is referenced to NAD 83.
 GJ0769
 GJ0769. The following values were computed from the NAD 83(1993) position.
 GJ0769
 GJ0769;                    North         East     Units Scale Factor Converg.
 GJ0769;SPC OK N     -   161,258.282   463,799.179   MT  0.99995700   -0 53 47.8
 GJ0769;SPC OK N     -   529,061.55  1,521,647.81   sFT  0.99995700   -0 53 47.8
 GJ0769;UTM  14      - 4,033,296.586   453,462.028   MT  0.99962668   -0 18 30.5
 GJ0769
 GJ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0769!SPC OK N     -   0.99990116  x   0.99995700  =   0.99985816
 GJ0769!UTM  14      -   0.99990116  x   0.99962668  =   0.99952787
 GJ0769
 GJ0769:                Primary Azimuth Mark                     Grid Az
 GJ0769:SPC OK N     -  WOODPORT AZ MK                           181 28 52.6
 GJ0769:UTM  14      -  WOODPORT AZ MK                           180 53 35.3
 GJ0769
 GJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5346233296(NAD 83)
 GJ0769
 GJ0769|---------------------------------------------------------------------|
 GJ0769| PID    Reference Object                     Distance      Geod. Az  |
 GJ0769|                                                           dddmmss.s |
 GJ0769| GJ0770 WOODPORT AZ MK                      APPROX. 1.6 KM 1803504.8 |
 GJ0769|---------------------------------------------------------------------|
 GJ0769
 GJ0769                          SUPERSEDED SURVEY CONTROL
 GJ0769
 GJ0769  NAD 83(1986)-  36 26 37.59155(N)    099 31 09.39368(W) AD(       ) 2
 GJ0769  NGVD 29 (11/30/89)  657.8    (m)  RAPSU86  model used  GPS OBS        
 GJ0769
 GJ0769.Superseded values are not recommended for survey control.
 GJ0769
 GJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0769.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0769
 GJ0769_MARKER: I = METAL ROD
 GJ0769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0769_STAMPING: WOODPORT 1989
 GJ0769_MARK LOGO: NGS
 GJ0769_PROJECTION: FLUSH
 GJ0769_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0769+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GJ0769_ROD/PIPE-DEPTH: 15.0 meters
 GJ0769_SLEEVE-DEPTH  : 1.0 meters
 GJ0769
 GJ0769  HISTORY     - Date     Condition        Report By
 GJ0769  HISTORY     - 1989     MONUMENTED       NGS
 GJ0769
 GJ0769                          STATION DESCRIPTION
 GJ0769
 GJ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0769'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) WEST OF WOODWARD, AT
 GJ0769'THE WOODWARD/WEST WOODWARD AIRPORT, IN THE NORTHEAST CORNER OF THE
 GJ0769'NORTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 17-35 AND THE
 GJ0769'PARALLEL TAXIWAY.   OWNERSHIP---CITY OF WOODWARD, C/O AIRPORT MANAGERS
 GJ0769'DAVE BROWN AND DENNIS O BRYANT, P.O.BOX 1451, WOODWARD OK 73802. PHONE
 GJ0769'(405) 256-8262 OR (405) 254-2700.
 GJ0769'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 183, 270, AND
 GJ0769'STATE HIGHWAYS 3 AND 15, 3.5 KM (2.15 MI) WEST OF DOWNTOWN WOODWARD,
 GJ0769'GO WEST FOR 5.7 KM (3.55 MI) ON HIGHWAY 15 TO A PAVED ROAD RIGHT.
 GJ0769'TURN RIGHT AND CONTINUE WEST FOR 1.8 KM (1.10 MI) ON THE PAVED ROAD TO
 GJ0769'A Y-FORK.  BEAR LEFT AND CONTINUE WEST FOR 0.5 KM (0.30 MI) ON THE
 GJ0769'AIRPORT ENTRANCE ROAD TO A PARKING AREA AND THE AIRPORT OFFICE ON THE
 GJ0769'LEFT.  TURN RIGHT AND GO NORTHWEST FOR 100 FT ACROSS THE PARKING AREA
 GJ0769'TO A GATE IN A FENCE.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI)
 GJ0769'PASSING THROUGH THE GATE AND ACROSS THE APRON TO A PARALLEL TAXIWAY.
 GJ0769'TURN RIGHT AND GO NORTH FOR 1.1 KM (0.70 MI) ON THE PARALLEL TAXIWAY
 GJ0769'TO THE STATION ON THE LEFT JUST BEFORE A CONNECTING TAXIWAY LEFT.
 GJ0769'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0769'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 15.0 METERS IN A GREASE
 GJ0769'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0769'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0769'54.1 M (177.5 FT) NORTH FROM THE NORTHEAST CORNER OF A 0.7 METER BY
 GJ0769'1.0 METER METAL DRAIN COVER, 18.3 M (60.0 FT) SOUTH FROM THE CENTER OF
 GJ0769'A CONNECTING TAXIWAY, 11.4 M (37.4 FT) WEST FROM THE CENTER OF THE
 GJ0769'PARALLEL TAXIWAY, AND 1.7 M (5.6 FT) WEST-SOUTHWEST FROM A BLUE
 GJ0769'TAXIWAY LIGHT.
 GJ0769'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0770 ***********************************************************************
 GJ0770  DESIGNATION -  WOODPORT AZ MK
 GJ0770  PID         -  GJ0770
 GJ0770  STATE/COUNTY-  OK/WOODWARD
 GJ0770  COUNTRY     -  US
 GJ0770  USGS QUAD   -  FARGO (2018)
 GJ0770
 GJ0770                         *CURRENT SURVEY CONTROL
 GJ0770  ______________________________________________________________________
 GJ0770* NAD 83(1993) POSITION- 36 25 46.51660(N) 099 31 10.04992(W)   ADJUSTED
 GJ0770* NAD 83(1993) ELLIP HT-   637.997 (meters)        (11/28/94)   ADJUSTED
 GJ0770* NAVD 88 ORTHO HEIGHT -   666.3   (meters)     2186.    (feet) VERTCON3
 GJ0770  ______________________________________________________________________
 GJ0770  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0770  NAD 83(1993) X  -   -849,793.267 (meters)                     COMP
 GJ0770  NAD 83(1993) Y  - -5,067,591.356 (meters)                     COMP
 GJ0770  NAD 83(1993) Z  -  3,767,029.655 (meters)                     COMP
 GJ0770  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 GJ0770  HORZ ORDER      -  SECOND
 GJ0770  ELLP ORDER      -  FIFTH     CLASS I
 GJ0770
 GJ0770.This mark is at West Woodward Airport (WWR)
 GJ0770
 GJ0770.The horizontal coordinates were established by GPS observations
 GJ0770.and adjusted by the National Geodetic Survey in November 1994.
 GJ0770
 GJ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0770
 GJ0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0770.GEOID18 height accuracy estimate available here.
 GJ0770
 GJ0770.Click photographs - Photos may exist for this station.
 GJ0770
 GJ0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GJ0770
 GJ0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0770
 GJ0770.The ellipsoidal height was determined by GPS observations
 GJ0770.and is referenced to NAD 83.
 GJ0770
 GJ0770. The following values were computed from the NAD 83(1993) position.
 GJ0770
 GJ0770;                    North         East     Units Scale Factor Converg.
 GJ0770;SPC OK N     -   159,684.604   463,758.486   MT  0.99995584   -0 53 48.1
 GJ0770;SPC OK N     -   523,898.57  1,521,514.30   sFT  0.99995584   -0 53 48.1
 GJ0770;UTM  14      - 4,031,723.093   453,437.499   MT  0.99962671   -0 18 30.5
 GJ0770
 GJ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0770!SPC OK N     -   0.99989988  x   0.99995584  =   0.99985573
 GJ0770!UTM  14      -   0.99989988  x   0.99962671  =   0.99952663
 GJ0770
 GJ0770:                Primary Azimuth Mark                     Grid Az
 GJ0770:SPC OK N     -  WOODPORT                                 001 28 52.5
 GJ0770:UTM  14      -  WOODPORT                                 000 53 34.9
 GJ0770
 GJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5343731723(NAD 83)
 GJ0770
 GJ0770|---------------------------------------------------------------------|
 GJ0770| PID    Reference Object                     Distance      Geod. Az  |
 GJ0770|                                                           dddmmss.s |
 GJ0770| GJ0769 WOODPORT                            APPROX. 1.6 KM 0003504.4 |
 GJ0770|---------------------------------------------------------------------|
 GJ0770
 GJ0770                          SUPERSEDED SURVEY CONTROL
 GJ0770
 GJ0770  NAD 83(1986)-  36 25 46.52177(N)    099 31 10.03866(W) AD(       ) 2
 GJ0770  NGVD 29 (11/30/89)  666.0    (m)  RAPSU86  model used  GPS OBS        
 GJ0770
 GJ0770.Superseded values are not recommended for survey control.
 GJ0770
 GJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0770.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0770
 GJ0770_MARKER: I = METAL ROD
 GJ0770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GJ0770_STAMPING: WOODPORT AZ MK 1989
 GJ0770_MARK LOGO: NGS
 GJ0770_PROJECTION: FLUSH
 GJ0770_MAGNETIC: I = MARKER IS A STEEL ROD
 GJ0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0770+SATELLITE: SATELLITE OBSERVATIONS - 1989
 GJ0770_ROD/PIPE-DEPTH: 7.8 meters
 GJ0770_SLEEVE-DEPTH  : 1.0 meters
 GJ0770
 GJ0770  HISTORY     - Date     Condition        Report By
 GJ0770  HISTORY     - 1989     MONUMENTED       NGS
 GJ0770
 GJ0770                          STATION DESCRIPTION
 GJ0770
 GJ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 GJ0770'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) WEST OF WOODWARD, AT
 GJ0770'THE WOODWARD/WEST WOODWARD AIRPORT, IN THE SOUTHWEST CORNER OF THE
 GJ0770'SOUTHERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 17-35 AND THE
 GJ0770'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF WOODWARD, C/O AIRPORT MANAGERS
 GJ0770'DAVE BROWN AND DENNIS O BRYANT, P.O.BOX 1451, WOODWARD OK 73802. PHONE
 GJ0770'(405) 256-8262 OR (405) 254-2700.
 GJ0770'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAYS 183 AND 270 AND
 GJ0770'STATE HIGHWAYS 3 AND 15, ABOUT 3.5 KM (2.15 MI) WEST OF DOWNTOWN
 GJ0770'WOODWARD, GO WEST FOR 5.7 KM (3.55 MI) ON HIGHWAY 15 TO A PAVED ROAD
 GJ0770'RIGHT.  TURN RIGHT AND CONTINUE WEST FOR 1.8 KM (1.10 MI) ON THE PAVED
 GJ0770'ROAD TO A Y-FORK.  BEAR LEFT AND CONTINUE WEST FOR 0.5 KM (0.30 MI) ON
 GJ0770'THE AIRPORT ENTRANCE ROAD TO A PARKING AREA AND THE AIRPORT OFFICE ON
 GJ0770'THE LEFT.  TURN RIGHT AND GO NORTHWEST FOR 100 FEET TO A GATE IN A
 GJ0770'FENCE.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) PASSING THROUGH THE
 GJ0770'GATE AND ACROSS THE APRON TO A PARALLEL TAXIWAY.  TURN LEFT AND GO
 GJ0770'SOUTH FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON
 GJ0770'THE RIGHT JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 GJ0770'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 GJ0770'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.8 METERS IN A GREASE
 GJ0770'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 GJ0770'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 GJ0770'19.9 M (65.3 FT) NORTH FROM THE CENTER OF A CONNECTING TAXIWAY, 14.8 M
 GJ0770'(48.6 FT) WEST FROM THE CENTER OF THE PARALLEL TAXIWAY, AND 5.0 M
 GJ0770'(16.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE CURVING JUNCTION
 GJ0770'OF THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.
 GJ0770'DESCRIBED BY K.L. FANCHER (TYPED BY KLF).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0805 ***********************************************************************
 GH0805  DESIGNATION -  WOODRING
 GH0805  PID         -  GH0805
 GH0805  STATE/COUNTY-  OK/GARFIELD
 GH0805  COUNTRY     -  US
 GH0805  USGS QUAD   -  ENID SE (2018)
 GH0805
 GH0805                         *CURRENT SURVEY CONTROL
 GH0805  ______________________________________________________________________
 GH0805* NAD 83(1993) POSITION- 36 22 26.08394(N) 097 47 21.41384(W)   ADJUSTED
 GH0805* NAVD 88 ORTHO HEIGHT -   349.80  (+/-2cm)     1147.6   (feet) VERTCON3
 GH0805  ______________________________________________________________________
 GH0805  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 GH0805  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 GH0805  HORZ ORDER      -  THIRD
 GH0805  VERT ORDER      -  THIRD ? (See Below)
 GH0805
 GH0805.This mark is at Enid Woodring Municipal Airport (WDG)
 GH0805
 GH0805.The horizontal coordinates were established by classical geodetic methods
 GH0805.and adjusted by the National Geodetic Survey in November 1994.
 GH0805
 GH0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0805
 GH0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0805.GEOID18 height accuracy estimate available here.
 GH0805
 GH0805.The vertical order pertains to the NGVD 29 superseded value.
 GH0805
 GH0805.Click photographs - Photos may exist for this station.
 GH0805
 GH0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0805
 GH0805. The following values were computed from the NAD 83(1993) position.
 GH0805
 GH0805;                    North         East     Units Scale Factor Converg.
 GH0805;SPC OK N     -   152,461.128   618,908.129   MT  0.99995188   +0 07 27.7
 GH0805;SPC OK N     -   500,199.55  2,030,534.42   sFT  0.99995188   +0 07 27.7
 GH0805;UTM  14      - 4,026,102.641   608,604.155   MT  0.99974532   +0 43 05.1
 GH0805
 GH0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0805!SPC OK N     -   0.99994947  x   0.99995188  =   0.99990135
 GH0805!UTM  14      -   0.99994947  x   0.99974532  =   0.99969481
 GH0805
 GH0805:                Primary Azimuth Mark                     Grid Az
 GH0805:SPC OK N     -  AIRPORT BEACON ENID MUN APT              020 51 57.6
 GH0805:UTM  14      -  AIRPORT BEACON ENID MUN APT              020 16 20.2
 GH0805
 GH0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0860426102(NAD 83)
 GH0805
 GH0805|---------------------------------------------------------------------|
 GH0805| PID    Reference Object                     Distance      Geod. Az  |
 GH0805|                                                           dddmmss.s |
 GH0805| GH0801 AIRPORT BEACON ENID MUN APT         APPROX. 1.1 KM 0205925.3 |
 GH0805| CL6663 WOODRING AZ MK                                     0235139.4 |
 GH0805| GH0767 FAIRMONT FARMERS COOP ELEVATOR      APPROX. 7.9 KM 1070708.4 |
 GH0805| CL6664 WOODRING RM 1                        11.968 METERS 16434     |
 GH0805| CL6665 WOODRING RM 2                        16.812 METERS 26638     |
 GH0805| GH0812 ENID TELEVISION STA KOCO MAST       APPROX. 8.3 KM 2875154.0 |
 GH0805| GH0814 ENID RADIO STA KGWA NORTH MAST      APPROX.13.8 KM 3011048.2 |
 GH0805| GH0815 ENID HWY PAT RAD STA KKE 569        APPROX.10.5 KM 3085914.4 |
 GH0805|---------------------------------------------------------------------|
 GH0805
 GH0805                          SUPERSEDED SURVEY CONTROL
 GH0805
 GH0805  NAD 83(1986)-  36 22 26.09142(N)    097 47 21.40376(W) AD(       ) 3
 GH0805  NAD 27      -  36 22 25.97010(N)    097 47 20.20405(W) AD(       ) 3
 GH0805  NGVD 29             349.67   (m)         1147.2    (f) LEVELING    3  
 GH0805
 GH0805.Superseded values are not recommended for survey control.
 GH0805
 GH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0805.See file dsdata.pdf to determine how the superseded data were derived.
 GH0805
 GH0805_MARKER: DS = TRIANGULATION STATION DISK
 GH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0805_STAMPING: WOODRING 1963
 GH0805_MARK LOGO: CGS
 GH0805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GH0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0805+STABILITY: SURFACE MOTION
 GH0805
 GH0805  HISTORY     - Date     Condition        Report By
 GH0805  HISTORY     - 1963     MONUMENTED       CGS
 GH0805  HISTORY     - 1964     GOOD             CGS
 GH0805  HISTORY     - 1974     GOOD             NGS
 GH0805  HISTORY     - 1978     GOOD             NGS
 GH0805  HISTORY     - 1981     GOOD             NGS
 GH0805  HISTORY     - 19930629 GOOD             NGS
 GH0805
 GH0805                          STATION DESCRIPTION
 GH0805
 GH0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0805'STATION IS LOCATED ABOUT 5.5 MILES EAST SOUTHEAST OF ENID
 GH0805'AT THE WOODRING AIRPORT.
 GH0805'
 GH0805'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S.
 GH0805'HIGHWAY 64 AND U.S. HIGHWAY 81, AT THE SOUTHEAST CORNER
 GH0805'OF THE SQUARE IN ENID, GO EASTERLY, ON U.S. HIGHWAY 64 FOR 4.75
 GH0805'MILES TO A SIDE ROAD ON THE RIGHT JUST BEFORE REACHING A
 GH0805'RAILROAD OVERPASS.  TURN RIGHT AND GO SOUTHEASTERLY 0.8 MILE
 GH0805'TO A FORK.  (TO REACH AZIMUTH MARK CONTINUE STRAIGHT AHEAD
 GH0805'0.1 MILE TO THE AZIMUTH MARK).  TURN RIGHT AND GO SOUTHERLY 0.2
 GH0805'MILE TO A GATE AT THE SOUTHWEST CORNER OF THE AIRPORT OFFICE.
 GH0805'PASS THROUGH GATE AND GO SOUTHERLY ALONG TAXI STRIP 0.6 MILE
 GH0805'TO A ROAD, ON THE LEFT, LEADING TO VOR.  TURN LEFT AND GO
 GH0805'ABOUT 50 YARDS TO STATION.
 GH0805'
 GH0805'STATION, STAMPED WOODRING 1963, IS A STANDARD USC AND GS
 GH0805'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 GH0805'THAT IS FLUSH WITH THE GROUND.  IT IS 155.0 FEET EAST OF THE
 GH0805'CENTERLINE OF THE TAXI STRIP AND 19.0 FEET NORTH OF THE
 GH0805'CENTERLINE OF ROAD LEADING TO VOR.
 GH0805'
 GH0805'R.M. 1, STAMPED WOODRING NO 1 1963, IS A STANDARD USC AND GS
 GH0805'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GH0805'MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT THE SAME
 GH0805'ELEVATION AS THE STATION.  IT IS 20.0 FEET SOUTH OF THE ROAD
 GH0805'LEADING TO THE VOR.
 GH0805'
 GH0805'R.M. 2, STAMPED WOODRING NO 2 1963, IS A STANDARD USC AND GS
 GH0805'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GH0805'MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT THE SAME
 GH0805'ELEVATION AS THE STATION.  IT IS 100.0 FEET EAST OF THE
 GH0805'CENTERLINE TO TAXI STRIP AND 16.0 FT. NORTH OF THE CENTERLINE
 GH0805'OF ROAD LEADING TO VOR.
 GH0805'
 GH0805'AZIMUTH MARK, STAMPED WOODRING 1963, IS A STANDARD USC AND GS BRONZE
 GH0805'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 GH0805'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 137.0 FEET
 GH0805'SOUTH OF THE NEAREST RAIL OF THE MAIN TRACK OF RAILROAD, 22.0
 GH0805'FEET WEST OF THE CENTERLINE OF DIRT ROAD, 3.5 FEET WEST
 GH0805'NORTHWEST OF POWER POLE 2-17 AND 2.6 FEET EAST SOUTHEAST OF
 GH0805'STANDARD METAL WITNESS POST.
 GH0805
 GH0805                          STATION RECOVERY (1964)
 GH0805
 GH0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 GH0805'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 GH0805'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS NUMBERS
 GH0805'1 AND 2 WERE NOT RECOVERED.
 GH0805
 GH0805                          STATION RECOVERY (1974)
 GH0805
 GH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 GH0805'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 GH0805'AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 GH0805'
 GH0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE EAST OF
 GH0805'ENID.
 GH0805
 GH0805                          STATION RECOVERY (1978)
 GH0805
 GH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM)
 GH0805'STATION, RMS 1 AND 2 RECOVERED AS DESCRIBED.
 GH0805'
 GH0805'AZIMUTH MARK NOT SEARCHED FOR THIS YEAR.
 GH0805'
 GH0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ENID WOODRING
 GH0805'MUNICIPAL AIRPORT.
 GH0805
 GH0805                          STATION RECOVERY (1981)
 GH0805
 GH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAH)
 GH0805'THE STATION, AND REFERENCE MARKS ONE AND TWO WERE RECOVERED AS
 GH0805'DESCRIBED IN GOOD CONDITION.
 GH0805'
 GH0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MI. ESE OF
 GH0805'ENID.
 GH0805
 GH0805                          STATION RECOVERY (1993)
 GH0805
 GH0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (HSK)
 GH0805'THE STATION IS LOCATED ON THE AIRPORT NEAR THE SERVICE ROAD LEADING TO
 GH0805'THE VOR/DME SITE.  THE STATION IS 20.3 FT (6.2 M) EAST OF A N/S FENCE,
 GH0805'21.6 FT (6.6 M) NE OF THE NE CORNER OF A CATTLE GUARD, 19.0 FT (5.8 M)
 GH0805'N OF THE SERVICE ROAD CENTERLINE, AND 155.0 FT (47.2 M) EAST OF
 GH0805'TAXIWAY -A- CENTERLINE.  THE STATION IS A STANDARD USCGS TRIANGULATION
 GH0805'DISK SET IN THE TOP OF A CONCRETE POST 0.6 FT (18.3 CM) BELOW GROUND
 GH0805'AND STAMPED---WOODRING 1963---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0689 ***********************************************************************
 GJ0689  DESIGNATION -  WOODWARD AP SMITHSONIAN CAMERA TOWER
 GJ0689  PID         -  GJ0689
 GJ0689  STATE/COUNTY-  OK/WOODWARD
 GJ0689  COUNTRY     -  US
 GJ0689  USGS QUAD   -  FARGO (2018)
 GJ0689
 GJ0689                         *CURRENT SURVEY CONTROL
 GJ0689  ______________________________________________________________________
 GJ0689* NAD 83(1993) POSITION- 36 26 12.66220(N) 099 31 03.87489(W)   ADJUSTED
 GJ0689* NAVD 88 ORTHO HEIGHT -   661.    (meters)     2169.    (feet) SCALED
 GJ0689  ______________________________________________________________________
 GJ0689  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GJ0689  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 GJ0689  HORZ ORDER      -  THIRD
 GJ0689
 GJ0689.The horizontal coordinates were established by classical geodetic methods
 GJ0689.and adjusted by the National Geodetic Survey in November 1994.
 GJ0689
 GJ0689.The orthometric height was scaled from a topographic map.
 GJ0689
 GJ0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0689.GEOID18 height accuracy estimate available here.
 GJ0689
 GJ0689.Click photographs - Photos may exist for this station.
 GJ0689
 GJ0689.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0689
 GJ0689. The following values were computed from the NAD 83(1993) position.
 GJ0689
 GJ0689;                    North         East     Units Scale Factor Converg.
 GJ0689;SPC OK N     -   160,487.982   463,924.871   MT  0.99995643   -0 53 44.5
 GJ0689;SPC OK N     -   526,534.32  1,522,060.18   sFT  0.99995643   -0 53 44.5
 GJ0689;UTM  14      - 4,032,527.871   453,595.576   MT  0.99962653   -0 18 27.0
 GJ0689
 GJ0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0689!SPC OK N     -   0.99990067  x   0.99995643  =   0.99985710
 GJ0689!UTM  14      -   0.99990067  x   0.99962653  =   0.99952724
 GJ0689
 GJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5359532527(NAD 83)
 GJ0689
 GJ0689                          SUPERSEDED SURVEY CONTROL
 GJ0689
 GJ0689  NAD 83(1986)-  36 26 12.66822(N)    099 31 03.86313(W) AD(       ) 3
 GJ0689  NAD 27      -  36 26 12.53490(N)    099 31 02.45871(W) AD(       ) 3
 GJ0689
 GJ0689.Superseded values are not recommended for survey control.
 GJ0689
 GJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0689.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0689
 GJ0689_MARKER: B = BOLT
 GJ0689_SETTING: 0 = UNSPECIFIED SETTING
 GJ0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GJ0689
 GJ0689  HISTORY     - Date     Condition        Report By
 GJ0689  HISTORY     - 1963     MONUMENTED       CGS
 GJ0689
 GJ0689                          STATION DESCRIPTION
 GJ0689
 GJ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0689'THE STATION IS THE CENTER OF A 6 FOOT SQUARE CONCRETE BUILDING THAT
 GJ0689'IS ABOUT 10 FEET HIGH, LOCATED ABOUT 0.2 MILE NORTH OF THE MAIN
 GJ0689'HANGAR, 159.8 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH TAXI
 GJ0689'STRIP, 70.4 FEET NORTH OF THE CENTERLINE OF A PAVED STREET,
 GJ0689'128.0 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH PAVED STREET AND
 GJ0689'33.7 FEET NORTHEAST OF A TRANSFORMER POLE.
 GJ0689'
 GJ0689'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PORT, THE
 GJ0689'DISTANCE BEING 125.84 FEET (38.356 METERS) EAST OF STATION PORT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0685 ***********************************************************************
 GJ0685  DESIGNATION -  WOODWARD BUTCHER TRU VUE MAST
 GJ0685  PID         -  GJ0685
 GJ0685  STATE/COUNTY-  OK/WOODWARD
 GJ0685  COUNTRY     -  US
 GJ0685  USGS QUAD   -  WOODWARD (2018)
 GJ0685
 GJ0685                         *CURRENT SURVEY CONTROL
 GJ0685  ______________________________________________________________________
 GJ0685* NAD 83(1993) POSITION- 36 25 31.89906(N) 099 23 41.62170(W)   ADJUSTED
 GJ0685  ______________________________________________________________________
 GJ0685  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0685  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 GJ0685  HORZ ORDER      -  THIRD
 GJ0685
 GJ0685.The horizontal coordinates were established by classical geodetic methods
 GJ0685.and adjusted by the National Geodetic Survey in November 1994.
 GJ0685
 GJ0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0685.GEOID18 height accuracy estimate available here.
 GJ0685
 GJ0685.Click photographs - Photos may exist for this station.
 GJ0685
 GJ0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0685
 GJ0685. The following values were computed from the NAD 83(1993) position.
 GJ0685
 GJ0685;                    North         East     Units Scale Factor Converg.
 GJ0685;SPC OK N     -   159,066.464   474,920.128   MT  0.99995552   -0 49 23.5
 GJ0685;SPC OK N     -   521,870.56  1,558,133.79   sFT  0.99995552   -0 49 23.5
 GJ0685;UTM  14      - 4,031,219.790   464,601.162   MT  0.99961544   -0 14 04.1
 GJ0685
 GJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6460131219(NAD 83)
 GJ0685
 GJ0685                          SUPERSEDED SURVEY CONTROL
 GJ0685
 GJ0685  NAD 83(1986)-  36 25 31.90445(N)    099 23 41.60983(W) AD(       ) 3
 GJ0685  NAD 27      -  36 25 31.77154(N)    099 23 40.21985(W) AD(       ) 3
 GJ0685
 GJ0685.Superseded values are not recommended for survey control.
 GJ0685
 GJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0685.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0685
 GJ0685_MARKER: 42 = RADIO/TV MAST
 GJ0685
 GJ0685  HISTORY     - Date     Condition        Report By
 GJ0685  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0685
 GJ0685                          STATION DESCRIPTION
 GJ0685
 GJ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0685'THE STATION IS THE CENTER OF THE TOP OF A 500 FOOT HIGH STEEL MAST,
 GJ0685'LOCATED AT THE SOUTHWEST EDGE OF WOODWARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0690 ***********************************************************************
 GJ0690  DESIGNATION -  WOODWARD MUN AIRPORT BEACON
 GJ0690  PID         -  GJ0690
 GJ0690  STATE/COUNTY-  OK/WOODWARD
 GJ0690  COUNTRY     -  US
 GJ0690  USGS QUAD   -  FARGO (2018)
 GJ0690
 GJ0690                         *CURRENT SURVEY CONTROL
 GJ0690  ______________________________________________________________________
 GJ0690* NAD 83(1993) POSITION- 36 26 01.64960(N) 099 31 04.57951(W)   ADJUSTED
 GJ0690  ______________________________________________________________________
 GJ0690  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GJ0690  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 GJ0690  HORZ ORDER      -  THIRD
 GJ0690
 GJ0690.This mark is at West Woodward Airport (WWR)
 GJ0690
 GJ0690.The horizontal coordinates were established by classical geodetic methods
 GJ0690.and adjusted by the National Geodetic Survey in November 1994.
 GJ0690
 GJ0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0690.GEOID18 height accuracy estimate available here.
 GJ0690
 GJ0690.Click photographs - Photos may exist for this station.
 GJ0690
 GJ0690.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0690
 GJ0690. The following values were computed from the NAD 83(1993) position.
 GJ0690
 GJ0690;                    North         East     Units Scale Factor Converg.
 GJ0690;SPC OK N     -   160,148.858   463,902.018   MT  0.99995618   -0 53 44.9
 GJ0690;SPC OK N     -   525,421.71  1,521,985.20   sFT  0.99995618   -0 53 44.9
 GJ0690;UTM  14      - 4,032,188.642   453,576.212   MT  0.99962655   -0 18 27.4
 GJ0690
 GJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF5357632188(NAD 83)
 GJ0690
 GJ0690                          SUPERSEDED SURVEY CONTROL
 GJ0690
 GJ0690  NAD 83(1986)-  36 26 01.65561(N)    099 31 04.56769(W) AD(       ) 3
 GJ0690  NAD 27      -  36 26 01.52252(N)    099 31 03.16266(W) AD(       ) 3
 GJ0690
 GJ0690.Superseded values are not recommended for survey control.
 GJ0690
 GJ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0690.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0690
 GJ0690_MARKER: 21 = AIRPORT BEACON
 GJ0690
 GJ0690  HISTORY     - Date     Condition        Report By
 GJ0690  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0690
 GJ0690                          STATION DESCRIPTION
 GJ0690
 GJ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0690'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH BEACON.  IT
 GJ0690'IS ABOUT 7 MILES WEST OF WOODWARD, 120 FEET EAST OF THE EAST EDGE OF
 GJ0690'THE RUNWAY, 40 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HANGER
 GJ0690'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0684 ***********************************************************************
 GJ0684  DESIGNATION -  WOODWARD SCHLUMBERGER RAD MAST
 GJ0684  PID         -  GJ0684
 GJ0684  STATE/COUNTY-  OK/WOODWARD
 GJ0684  COUNTRY     -  US
 GJ0684  USGS QUAD   -  WOODWARD (2018)
 GJ0684
 GJ0684                         *CURRENT SURVEY CONTROL
 GJ0684  ______________________________________________________________________
 GJ0684* NAD 83(1993) POSITION- 36 23 52.80494(N) 099 23 18.58502(W)   ADJUSTED
 GJ0684  ______________________________________________________________________
 GJ0684  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 GJ0684  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 GJ0684  HORZ ORDER      -  THIRD
 GJ0684
 GJ0684.The horizontal coordinates were established by classical geodetic methods
 GJ0684.and adjusted by the National Geodetic Survey in November 1994.
 GJ0684
 GJ0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0684.GEOID18 height accuracy estimate available here.
 GJ0684
 GJ0684.Click photographs - Photos may exist for this station.
 GJ0684
 GJ0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0684
 GJ0684. The following values were computed from the NAD 83(1993) position.
 GJ0684
 GJ0684;                    North         East     Units Scale Factor Converg.
 GJ0684;SPC OK N     -   156,004.206   475,450.212   MT  0.99995348   -0 49 09.9
 GJ0684;SPC OK N     -   511,823.80  1,559,872.90   sFT  0.99995348   -0 49 09.9
 GJ0684;UTM  14      - 4,028,164.178   465,162.496   MT  0.99961495   -0 13 49.9
 GJ0684
 GJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6516228164(NAD 83)
 GJ0684
 GJ0684                          SUPERSEDED SURVEY CONTROL
 GJ0684
 GJ0684  NAD 83(1986)-  36 23 52.81026(N)    099 23 18.57337(W) AD(       ) 3
 GJ0684  NAD 27      -  36 23 52.67496(N)    099 23 17.18498(W) AD(       ) 3
 GJ0684
 GJ0684.Superseded values are not recommended for survey control.
 GJ0684
 GJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0684.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0684
 GJ0684_MARKER: 42 = RADIO/TV MAST
 GJ0684
 GJ0684  HISTORY     - Date     Condition        Report By
 GJ0684  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0684
 GJ0684                          STATION DESCRIPTION
 GJ0684
 GJ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0684'THE STATION IS THE CENTER OF THE TOP OF A 280 FOOT HIGH STEEL MAST,
 GJ0684'PAINTED ALTERNATE RED AND WHITE.  IT IS ABOUT 2-1/2 MILES SOUTHEAST
 GJ0684'OF WOODWARD AND ABOUT 100 YARDS EAST OF THE CENTERLINE OF A
 GJ0684'NORTH-SOUTH PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0686 ***********************************************************************
 GJ0686  DESIGNATION -  WOODWARD TOM MOORE RADIO MAST
 GJ0686  PID         -  GJ0686
 GJ0686  STATE/COUNTY-  OK/WOODWARD
 GJ0686  COUNTRY     -  US
 GJ0686  USGS QUAD   -  WOODWARD (2018)
 GJ0686
 GJ0686                         *CURRENT SURVEY CONTROL
 GJ0686  ______________________________________________________________________
 GJ0686* NAD 83(1993) POSITION- 36 24 47.96884(N) 099 24 03.56670(W)   ADJUSTED
 GJ0686  ______________________________________________________________________
 GJ0686  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 GJ0686  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 GJ0686  HORZ ORDER      -  THIRD
 GJ0686
 GJ0686.The horizontal coordinates were established by classical geodetic methods
 GJ0686.and adjusted by the National Geodetic Survey in November 1994.
 GJ0686
 GJ0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0686.GEOID18 height accuracy estimate available here.
 GJ0686
 GJ0686.Click photographs - Photos may exist for this station.
 GJ0686
 GJ0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0686
 GJ0686. The following values were computed from the NAD 83(1993) position.
 GJ0686
 GJ0686;                    North         East     Units Scale Factor Converg.
 GJ0686;SPC OK N     -   157,720.426   474,354.016   MT  0.99995459   -0 49 36.4
 GJ0686;SPC OK N     -   517,454.43  1,556,276.47   sFT  0.99995459   -0 49 36.4
 GJ0686;UTM  14      - 4,029,868.465   464,049.097   MT  0.99961592   -0 14 16.9
 GJ0686
 GJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF6404929868(NAD 83)
 GJ0686
 GJ0686                          SUPERSEDED SURVEY CONTROL
 GJ0686
 GJ0686  NAD 83(1986)-  36 24 47.97427(N)    099 24 03.55495(W) AD(       ) 3
 GJ0686  NAD 27      -  36 24 47.83992(N)    099 24 02.16480(W) AD(       ) 3
 GJ0686
 GJ0686.Superseded values are not recommended for survey control.
 GJ0686
 GJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0686.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0686
 GJ0686_MARKER: 42 = RADIO/TV MAST
 GJ0686
 GJ0686  HISTORY     - Date     Condition        Report By
 GJ0686  HISTORY     - 1963     FIRST OBSERVED   CGS
 GJ0686
 GJ0686                          STATION DESCRIPTION
 GJ0686
 GJ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0686'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH STEEL MAST,
 GJ0686'PAINTED ALTERNATE RED AND WHITE.  IT IS ABOUT 1-1/2 MILES SOUTH OF
 GJ0686'WOODWARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DR6346 ***********************************************************************
 DR6346  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6346  DESIGNATION -  WTR 2
 DR6346  PID         -  DR6346
 DR6346  STATE/COUNTY-  OK/TULSA
 DR6346  COUNTRY     -  US
 DR6346  USGS QUAD   -  SAND SPRINGS (2018)
 DR6346
 DR6346                         *CURRENT SURVEY CONTROL
 DR6346  ______________________________________________________________________
 DR6346* NAD 83(2011) POSITION- 36 07 54.22100(N) 096 02 04.70142(W)   ADJUSTED
 DR6346* NAD 83(2011) ELLIP HT-   232.703 (meters)        (09/17/20)   ADJUSTED
 DR6346* NAD 83(2011) EPOCH   -  2010.00
 DR6346* NAVD 88 ORTHO HEIGHT -   261.55  (meters)      858.1   (feet) GPS OBS
 DR6346  ______________________________________________________________________
 DR6346  GEOID HEIGHT    -        -28.832 (meters)                     GEOID18
 DR6346  NAD 83(2011) X  -   -542,215.029 (meters)                     COMP
 DR6346  NAD 83(2011) Y  - -5,129,001.089 (meters)                     COMP
 DR6346  NAD 83(2011) Z  -  3,740,144.058 (meters)                     COMP
 DR6346  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 DR6346
 DR6346  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6346  Standards:
 DR6346         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6346            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6346  -------------------------------------------------------------------
 DR6346  NETWORK    0.36   0.69           0.16   0.13   0.35      0.07060065
 DR6346  -------------------------------------------------------------------
 DR6346  Click here for local accuracies and other accuracy information.
 DR6346
 DR6346.The horizontal coordinates were established by GPS observations
 DR6346.and adjusted by the CITY OF TULSA in September 2020.
 DR6346
 DR6346.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6346.been affixed to the stable North American tectonic plate. See 
 DR6346.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6346
 DR6346.The horizontal coordinates are valid at the epoch date displayed above
 DR6346.which is a decimal equivalence of Year/Month/Day.
 DR6346
 DR6346.The orthometric height was determined by GPS observations and a
 DR6346.high-resolution geoid model using precise GPS observation and
 DR6346.processing techniques.
 DR6346
 DR6346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6346.GEOID18 height accuracy estimate available here.
 DR6346
 DR6346.Click photographs - Photos may exist for this station.
 DR6346
 DR6346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6346
 DR6346.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6346
 DR6346.The ellipsoidal height was determined by GPS observations
 DR6346.and is referenced to NAD 83.
 DR6346
 DR6346. The following values were computed from the NAD 83(2011) position.
 DR6346
 DR6346;                    North         East     Units Scale Factor Converg.
 DR6346;SPC OK N     -   127,358.825   776,887.296   MT  0.99994560   +1 09 35.5
 DR6346;SPC OK N     -   417,843.08  2,548,837.74   sFT  0.99994560   +1 09 35.5
 DR6346;UTM  14      - 4,002,633.087   766,852.334   MT  1.00047751   +1 44 58.3
 DR6346;UTM  15      - 4,002,825.797   226,911.530   MT  1.00051901   -1 47 25.7
 DR6346
 DR6346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6346!SPC OK N     -   0.99996348  x   0.99994560  =   0.99990908
 DR6346!UTM  14      -   0.99996348  x   1.00047751  =   1.00044097
 DR6346!UTM  15      -   0.99996348  x   1.00051901  =   1.00048247
 DR6346
 DR6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6685202633(NAD 83)
 DR6346
 DR6346                          SUPERSEDED SURVEY CONTROL
 DR6346
 DR6346.No superseded survey control is available for this station.
 DR6346
 DR6346_MARKER: F = FLANGE-ENCASED ROD
 DR6346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6346+WITH SETTING: INFORMATION.
 DR6346_STAMPING: WTR-2
 DR6346_MARK LOGO: COTOK
 DR6346_PROJECTION: RECESSED 3 CENTIMETERS
 DR6346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6346+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2020
 DR6346_ROD/PIPE-DEPTH: 1.3 meters
 DR6346_SLEEVE-DEPTH  : 0.9 meters
 DR6346
 DR6346  HISTORY     - Date     Condition        Report By
 DR6346  HISTORY     - 20200928 MONUMENTED       COTOK
 DR6346
 DR6346                          STATION DESCRIPTION
 DR6346
 DR6346'DESCRIBED BY CITY OF TULSA 2020 (MWF)
 DR6346'LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF WEKIWA, 4.2 MI (6.7 KM) EAST OF
 DR6346'SAND SPRINGS AND 2.8 MI (4.5 KM) WEST-SOUTHWEST OF TULSA.
 DR6346'OWNERSHIP--CITY OF TULSA. CONTACT THE C.O.T. SURVEY MANAGER AT
 DR6346'(918)596-9591 OR (918)596-7206 TO ARRANGE FOR ACCESS THE STATION.
 DR6346'
 DR6346'TO REACH FROM THE INTERSECTION OF W. 21ST ST. S. AND S. 33RD W. AVE
 DR6346'PROCEED SOUTH ON 33RD AVENUE FOR 0.5 MI (0.8 KM) TO S. RESERVOIR ROAD
 DR6346'AND THE ENTRANCE OF THE WEST TULSA RESERVOIR ON THE RIGHT (WEST). THIS
 DR6346'WILL PUT YOU AT THE FIRST OF TWO LOCKED GATES. YOU WILL NOT BE ABLE TO
 DR6346'PROCEED ANY FURTHER WITHOUT ASSISTANCE FROM THE CITY OF TULSA. AFTER
 DR6346'THE FIRST GATE YOU WILL STAY ON S. RESERVOIR ROAD FOR ABOUT 0.5 MI
 DR6346'(0.8 KM) TO THE SECOND GATE. PROCEED THROUGH THE GATE ALONG THE
 DR6346'DRIVEWAY FOR ABOUT 800 FT (243.8 M) TO THE STATION ON THE RIGHT.
 DR6346'
 DR6346'STATION MARK IS A PUNCH HOLE TOP CENTER OF ALUMINUM ALLOY ROD IN A
 DR6346'GREASE FILLED SLEEVE 3 FT (0.9 M) LONG ENCASED IN A 5 INCH (13 CM) PVC
 DR6346'PIPE WITH CITY OF TULSA LOGO CAP SURROUNDED BY CONCRETE SET 0.1 FT (3
 DR6346'CM) BELOW THE SURFACE OF THE GROUND. THE STATION IS 163 FT (49.7 M)
 DR6346'NORTHEAST OF EAST GATE POST, 108.0 FT (32.9 M) EAST-NORTHEAST OF POWER
 DR6346'POLE, 78 FT (23.8 M) NORTH-NORTHEAST OF NORTH EDGE OF GRAVEL DRIVE,
 DR6346'69.4 FT (21.2 M) NORTH OF A LONE 32 INCH HACKBERRY, 3.7 FT (1.1 M)
 DR6346'SOUTH OF A CARSONITE WITNESS POST. NOTE-ACCESS TO THE DATUM POINT IS
 DR6346'THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0047 ***********************************************************************
 DN0047  DESIGNATION -  WW 61
 DN0047  PID         -  DN0047
 DN0047  STATE/COUNTY-  OK/BRYAN
 DN0047  COUNTRY     -  US
 DN0047  USGS QUAD   -  ROBERTA (2018)
 DN0047
 DN0047                         *CURRENT SURVEY CONTROL
 DN0047  ______________________________________________________________________
 DN0047* NAD 83(1986) POSITION- 33 58 59.     (N) 096 17 43.     (W)   SCALED
 DN0047* NAVD 88 ORTHO HEIGHT -   193.822 (meters)      635.90  (feet) ADJUSTED
 DN0047  ______________________________________________________________________
 DN0047  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 DN0047  DYNAMIC HEIGHT  -        193.623 (meters)      635.24  (feet) COMP
 DN0047  MODELED GRAVITY -    979,603.7   (mgal)                       NAVD 88
 DN0047
 DN0047  VERT ORDER      -  FIRST     CLASS II
 DN0047
 DN0047.The horizontal coordinates were scaled from a map and have
 DN0047.an estimated accuracy of +/- 6 seconds.
 DN0047
 DN0047.The orthometric height was determined by differential leveling and
 DN0047.adjusted by the NATIONAL GEODETIC SURVEY
 DN0047.in June 1991.
 DN0047
 DN0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0047.GEOID18 height accuracy estimate available here.
 DN0047
 DN0047.Click photographs - Photos may exist for this station.
 DN0047
 DN0047.The dynamic height is computed by dividing the NAVD 88
 DN0047.geopotential number by the normal gravity value computed on the
 DN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0047.degrees latitude (g = 980.6199 gals.).
 DN0047
 DN0047.The modeled gravity was interpolated from observed gravity values.
 DN0047
 DN0047;                    North         East    Units  Estimated Accuracy
 DN0047;SPC OK S     -    73,400.      757,510.      MT  (+/- 180 meters Scaled)
 DN0047
 DN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC498635(NAD 83)
 DN0047
 DN0047                          SUPERSEDED SURVEY CONTROL
 DN0047
 DN0047  NGVD 29 (??/??/92)  193.759  (m)          635.69   (f) ADJ UNCH    1 2
 DN0047
 DN0047.Superseded values are not recommended for survey control.
 DN0047
 DN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0047.See file dsdata.pdf to determine how the superseded data were derived.
 DN0047
 DN0047_MARKER: DB = BENCH MARK DISK
 DN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0047_STAMPING: WW 61 1934
 DN0047_MARK LOGO: CGS
 DN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0047+STABILITY: SURFACE MOTION
 DN0047
 DN0047  HISTORY     - Date     Condition        Report By
 DN0047  HISTORY     - 1934     MONUMENTED       CGS
 DN0047  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0047  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0047
 DN0047                          STATION DESCRIPTION
 DN0047
 DN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0047'4.9 MI E FROM DURANT.
 DN0047'4.9 MILES EAST OF DURANT COURT HOUSE.  WHERE U. S. HIGHWAY 70 CROSSES
 DN0047'ST. LOUIS AND SAN FRANCISCO RR.  3 POLES SOUTHWEST OF MILE POST 606.
 DN0047'75 FEET SOUTH OF THE CENTERLINE OF THE PAVEMENT AT THE CROSSING.  IN
 DN0047'THE SOUTH RIGHT-OF-WAY FENCE.  60 FEET SOUTHEAST OF THE RR TRACK LEVEL
 DN0047'WITH THE GROUND.
 DN0047
 DN0047                          STATION RECOVERY (1955)
 DN0047
 DN0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0047'MARK NOT FOUND.
 DN0047
 DN0047                          STATION RECOVERY (1986)
 DN0047
 DN0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0702 ***********************************************************************
 GG0702  DESIGNATION -  WYANDOTTE
 GG0702  PID         -  GG0702
 GG0702  STATE/COUNTY-  OK/OTTAWA
 GG0702  COUNTRY     -  US
 GG0702  USGS QUAD   -  WYANDOTTE (2018)
 GG0702
 GG0702                         *CURRENT SURVEY CONTROL
 GG0702  ______________________________________________________________________
 GG0702* NAD 83(1997) POSITION- 36 46 51.52659(N) 094 41 42.96295(W)   ADJUSTED
 GG0702* NAVD 88 ORTHO HEIGHT -   293.    (meters)      961.    (feet) SCALED
 GG0702  ______________________________________________________________________
 GG0702  GEOID HEIGHT    -        -29.125 (meters)                     GEOID18
 GG0702  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 GG0702  HORZ ORDER      -  FIRST
 GG0702
 GG0702.The horizontal coordinates were established by classical geodetic methods
 GG0702.and adjusted by the National Geodetic Survey in February 2000.
 GG0702
 GG0702.The orthometric height was scaled from a topographic map.
 GG0702
 GG0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0702.GEOID18 height accuracy estimate available here.
 GG0702
 GG0702.Click photographs - Photos may exist for this station.
 GG0702
 GG0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0702
 GG0702. The following values were computed from the NAD 83(1997) position.
 GG0702
 GG0702;                    North         East     Units Scale Factor Converg.
 GG0702;SPC OK N     -   202,631.826   894,945.141   MT  1.00000264   +1 57 01.0
 GG0702;SPC OK N     -   664,801.25  2,936,165.85   sFT  1.00000264   +1 57 01.0
 GG0702;SPC OK N     -   664,801.25  2,936,165.85   sFT  1.00000264   +1 57 01.0
 GG0702;SPC MO W     -    68,182.736   832,570.205   MT  0.99994492   -0 07 00.9
 GG0702;SPC OK N     -   202,631.826   894,945.141   MT  1.00000264   +1 57 01.0
 GG0702;UTM  15      - 4,071,916.407   348,723.930   MT  0.99988193   -1 00 54.9
 GG0702
 GG0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0702!SPC OK N     -   0.99995857  x   1.00000264  =   0.99996121
 GG0702!SPC MO W     -   0.99995857  x   0.99994492  =   0.99990350
 GG0702!SPC OK N     -   0.99995857  x   1.00000264  =   0.99996121
 GG0702!UTM  15      -   0.99995857  x   0.99988193  =   0.99984051
 GG0702
 GG0702:                Primary Azimuth Mark                     Grid Az
 GG0702:SPC OK N     -  WYANDOTTE AZ MK                          169 42 07.9
 GG0702:SPC MO W     -  WYANDOTTE AZ MK                          171 46 09.8
 GG0702:SPC OK N     -  WYANDOTTE AZ MK                          169 42 07.9
 GG0702:UTM  15      -  WYANDOTTE AZ MK                          172 40 03.8
 GG0702
 GG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4872371916(NAD 83)
 GG0702
 GG0702|---------------------------------------------------------------------|
 GG0702| PID    Reference Object                     Distance      Geod. Az  |
 GG0702|                                                           dddmmss.s |
 GG0702| CI2829 WYANDOTTE AZ MK                                    1713908.9 |
 GG0702| CI2831 WYANDOTTE RM 2                       30.220 METERS 18426     |
 GG0702| CI2830 WYANDOTTE RM 1                       26.113 METERS 34902     |
 GG0702|---------------------------------------------------------------------|
 GG0702
 GG0702                          SUPERSEDED SURVEY CONTROL
 GG0702
 GG0702  NAD 83(1997)-  36 46 51.52665(N)    094 41 42.96274(W) AD(       ) 1
 GG0702  NAD 83(1993)-  36 46 51.53256(N)    094 41 42.96119(W) AD(       ) 1
 GG0702  NAD 83(1986)-  36 46 51.54462(N)    094 41 42.96125(W) AD(       ) 1
 GG0702  NAD 27      -  36 46 51.30100(N)    094 41 42.14810(W) AD(       ) 1
 GG0702
 GG0702.Superseded values are not recommended for survey control.
 GG0702
 GG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0702.See file dsdata.pdf to determine how the superseded data were derived.
 GG0702
 GG0702_MARKER: DS = TRIANGULATION STATION DISK
 GG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0702_STAMPING: WYANDOTTE 1960
 GG0702_MARK LOGO: CGS
 GG0702_PROJECTION: PROJECTING 5 CENTIMETERS
 GG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0702+STABILITY: SURFACE MOTION
 GG0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0702+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2022
 GG0702
 GG0702  HISTORY     - Date     Condition        Report By
 GG0702  HISTORY     - 1960     MONUMENTED       CGS
 GG0702  HISTORY     - 20221122 GOOD             OKDOT
 GG0702
 GG0702                          STATION DESCRIPTION
 GG0702
 GG0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0702'ABOUT 6-1/2 MILES SOUTHWEST OF SENECA MISSOURI, 1-3/4 MILES
 GG0702'SOUTHEAST OF WYANDOTTE OKLAHOMA AND ON PROPERTY OWNED BY
 GG0702'MR. J. R. CROWDER.  IT IS 9 FEET WEST OF A WITNESS POST,
 GG0702'9 FEET WEST OF A WIRE FENCE, 19 FEET EAST OF THE CENTERLINE
 GG0702'OF A GRAVELED DRIVEWAY, 113 FEET NORTHWEST OF THE NORTHWEST
 GG0702'CORNER OF A HOUSE AND ABOUT 100 FEET EAST OF THE CENTERLINE
 GG0702'OF STATE HIGHWAY 10.  THE MONUMENT PROJECTS 2 INCHES AND THE
 GG0702'DISK IS STAMPED WYANDOTTE 1960.
 GG0702'
 GG0702'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 GG0702'43 IN SENECA MISSOURI, GO WESTERLY ON U.S. HIGHWAY 60 FOR 5.9
 GG0702'MILES TO THE JUNCTION WITH STATE HIGHWAY 10.  TURN LEFT AND GO
 GG0702'SOUTHERLY ON HIGHWAY 10 FOR 1.25 MILES TO A GRAVELED DRIVEWAY
 GG0702'TO MR. CROWDERS HOUSE ON THE LEFT*.  TURN LEFT AND GO EAST
 GG0702'AND SOUTHEAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION
 GG0702'ON THE LEFT.
 GG0702'
 GG0702'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON HIGHWAY
 GG0702'10 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 GG0702'
 GG0702'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 18 FEET EAST
 GG0702'OF THE CENTERLINE OF THE DRIVEWAY AND 85 FEET NORTH OF THE
 GG0702'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 GG0702'IS STAMPED WYANDOTTE NO 1 1960.
 GG0702'
 GG0702'REFERENCE MARK 2 IS 2 FEET NORTHEAST OF A TELEPHONE POLE,
 GG0702'13 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 44 FEET
 GG0702'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND
 GG0702'THE DISK IS STAMPED WYANDOTTE NO 2 1960.
 GG0702'
 GG0702'THE AZIMUTH MARK IS 2 FEET WEST OF A WITNESS POST, 1 FOOT
 GG0702'NORTHWEST OF A WIRE FENCE AND 59 FEET SOUTHEAST OF THE CENTERLINE
 GG0702'OF HIGHWAY 10.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 GG0702'IS STAMPED WYANDOTTE 1960.
 GG0702'
 GG0702'NOTE- THE STATION WAS BUILT IN 1960 BUT WAS NOT OCCUPIED
 GG0702'UNTIL 1961.
 GG0702'
 GG0702'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 GG0702
 GG0702                          STATION RECOVERY (2022)
 GG0702
 GG0702'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 GG0702'MARK RECOVERED IN GOOD CONDITION BY ODOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0700 ***********************************************************************
 GG0700  DESIGNATION -  WYANDOTTE SENECA INDIAN SCH TK
 GG0700  PID         -  GG0700
 GG0700  STATE/COUNTY-  OK/OTTAWA
 GG0700  COUNTRY     -  US
 GG0700  USGS QUAD   -  WYANDOTTE (2018)
 GG0700
 GG0700                         *CURRENT SURVEY CONTROL
 GG0700  ______________________________________________________________________
 GG0700* NAD 83(1997) POSITION- 36 48 05.52125(N) 094 43 37.92795(W)   ADJUSTED
 GG0700  ______________________________________________________________________
 GG0700  GEOID HEIGHT    -        -29.193 (meters)                     GEOID18
 GG0700  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 GG0700  HORZ ORDER      -  THIRD
 GG0700
 GG0700.The horizontal coordinates were established by classical geodetic methods
 GG0700.and adjusted by the National Geodetic Survey in October 1998.
 GG0700
 GG0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0700.GEOID18 height accuracy estimate available here.
 GG0700
 GG0700.Click photographs - Photos may exist for this station.
 GG0700
 GG0700.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0700
 GG0700. The following values were computed from the NAD 83(1997) position.
 GG0700
 GG0700;                    North         East     Units Scale Factor Converg.
 GG0700;SPC OK N     -   204,814.956   892,019.197   MT  1.00000655   +1 55 53.2
 GG0700;SPC OK N     -   671,963.73  2,926,566.32   sFT  1.00000655   +1 55 53.2
 GG0700;SPC OK N     -   671,963.73  2,926,566.32   sFT  1.00000655   +1 55 53.2
 GG0700;SPC MO W     -    70,469.862   829,725.089   MT  0.99994624   -0 08 10.0
 GG0700;SPC OK N     -   204,814.956   892,019.197   MT  1.00000655   +1 55 53.2
 GG0700;UTM  15      - 4,074,247.733   345,915.194   MT  0.99989250   -1 02 05.6
 GG0700
 GG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4591574247(NAD 83)
 GG0700
 GG0700                          SUPERSEDED SURVEY CONTROL
 GG0700
 GG0700  NAD 83(1993)-  36 48 05.52686(N)    094 43 37.92786(W) AD(       ) 3
 GG0700  NAD 83(1986)-  36 48 05.53845(N)    094 43 37.92479(W) AD(       ) 3
 GG0700  NAD 27      -  36 48 05.29400(N)    094 43 37.10700(W) AD(       ) 3
 GG0700
 GG0700.Superseded values are not recommended for survey control.
 GG0700
 GG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0700.See file dsdata.pdf to determine how the superseded data were derived.
 GG0700
 GG0700_MARKER: 53 = ELEVATED TANK
 GG0700
 GG0700  HISTORY     - Date     Condition        Report By
 GG0700  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0700
 GG0700                          STATION DESCRIPTION
 GG0700
 GG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GG0700'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 GG0700'IN THE NORTH PART OF WYANDOTTE ON THE GROUNDS OF THE SENECA
 GG0700'INDIAN SCHOOL.  IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED
 GG0700'SILVER.  THE OVERALL HEIGHT IS 75 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1130 ***********************************************************************
 FJ1130  DESIGNATION -  WYE
 FJ1130  PID         -  FJ1130
 FJ1130  STATE/COUNTY-  OK/CANADIAN
 FJ1130  COUNTRY     -  US
 FJ1130  USGS QUAD   -  OKARCHE (2018)
 FJ1130
 FJ1130                         *CURRENT SURVEY CONTROL
 FJ1130  ______________________________________________________________________
 FJ1130* NAD 83(1993) POSITION- 35 41 47.35447(N) 097 57 33.12455(W)   ADJUSTED
 FJ1130* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 FJ1130  ______________________________________________________________________
 FJ1130  GEOID HEIGHT    -        -27.073 (meters)                     GEOID18
 FJ1130  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 FJ1130  HORZ ORDER      -  FIRST
 FJ1130
 FJ1130.The horizontal coordinates were established by classical geodetic methods
 FJ1130.and adjusted by the National Geodetic Survey in November 1994.
 FJ1130
 FJ1130.The orthometric height was scaled from a topographic map.
 FJ1130
 FJ1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1130.GEOID18 height accuracy estimate available here.
 FJ1130
 FJ1130.Click photographs - Photos may exist for this station.
 FJ1130
 FJ1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1130
 FJ1130. The following values were computed from the NAD 83(1993) position.
 FJ1130
 FJ1130;                    North         East     Units Scale Factor Converg.
 FJ1130;SPC OK N     -    77,278.024   603,692.531   MT  0.99997897   +0 01 26.7
 FJ1130;SPC OK N     -   253,536.32  1,980,614.58   sFT  0.99997897   +0 01 26.7
 FJ1130;UTM  14      - 3,950,784.389   594,164.503   MT  0.99970926   +0 36 26.4
 FJ1130
 FJ1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1130!SPC OK N     -   0.99994568  x   0.99997897  =   0.99992465
 FJ1130!UTM  14      -   0.99994568  x   0.99970926  =   0.99965496
 FJ1130
 FJ1130:                Primary Azimuth Mark                     Grid Az
 FJ1130:SPC OK N     -  WYE AZ MK                                336 37 34.3
 FJ1130:UTM  14      -  WYE AZ MK                                336 02 34.6
 FJ1130
 FJ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9416450784(NAD 83)
 FJ1130
 FJ1130|---------------------------------------------------------------------|
 FJ1130| PID    Reference Object                     Distance      Geod. Az  |
 FJ1130|                                                           dddmmss.s |
 FJ1130| FJ0820 WYE 2                                74.399 METERS 07953     |
 FJ1130| CL6669 WYE RM 1                             12.468 METERS 17409     |
 FJ1130| CL6670 WYE RM 2                             20.129 METERS 31001     |
 FJ1130| FJ1132 OKARCHE MUNICIPAL TANK              APPROX. 3.9 KM 3310523.7 |
 FJ1130| FJ1135 WYE AZ MK                           APPROX. 1.0 KM 3363901.0 |
 FJ1130|---------------------------------------------------------------------|
 FJ1130
 FJ1130                          SUPERSEDED SURVEY CONTROL
 FJ1130
 FJ1130  NAD 83(1986)-  35 41 47.35879(N)    097 57 33.10953(W) AD(       ) 1
 FJ1130  NAD 27      -  35 41 47.18920(N)    097 57 31.92547(W) AD(       ) 1
 FJ1130
 FJ1130.Superseded values are not recommended for survey control.
 FJ1130
 FJ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1130.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1130
 FJ1130_MARKER: DS = TRIANGULATION STATION DISK
 FJ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1130_STAMPING: WYE 1954
 FJ1130_MARK LOGO: CGS
 FJ1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1130+STABILITY: SURFACE MOTION
 FJ1130
 FJ1130  HISTORY     - Date     Condition        Report By
 FJ1130  HISTORY     - 1954     MONUMENTED       CGS
 FJ1130  HISTORY     - 1967     SEE DESCRIPTION  CGS
 FJ1130
 FJ1130                          STATION DESCRIPTION
 FJ1130
 FJ1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (NET)
 FJ1130'THE STATION IS LOCATED 2.3 MILES SOUTH-SOUTHEAST OF OKARCHE
 FJ1130'AT THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY NO. 3.
 FJ1130'IT IS IN THE NE CORNER OF SEC. 17, T 14 N., R 7 N.
 FJ1130'
 FJ1130'THE STATION MARK IS 34 FEET WEST OF THE CENTER LINE OF HIGHWAY
 FJ1130'81, 40 FEET NORTH OF A GUYED TELEPHONE POLE, 4 FEET SOUTHEAST
 FJ1130'OF A WITNESS POST, 3 FEET EAST OF A FENCE, PROJECTS 3 INCHES,
 FJ1130'AND THE DISK IS STAMPED WYE 1954.
 FJ1130'
 FJ1130'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE CENTER LINE OF
 FJ1130'HIGHWAY 81, 2 FEET NORTHEAST OF THE GUYED TELEPHONE POLE,
 FJ1130'PROJECTS 4 INCHES, AND THE DISK IS STAMPED WYE NO 1 1954.
 FJ1130'
 FJ1130'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE APPROXIMATE
 FJ1130'CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A FENCE, PROJECTS
 FJ1130'5 INCHES, AND THE DISK IS STAMPED WYE NO 2 1954.
 FJ1130'
 FJ1130'THE AZIMUTH MARK, APPROXIMATELY 0.7 MILE NORTH OF THE STATION
 FJ1130'IN THE EASTERN RIGHT-OF-WAY OF U.S. HIGHWAY 81, IS 42 FEET
 FJ1130'EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 FJ1130'WITNESS POST, 1 FOOT WEST OF A FENCE, PROJECTS 4 INCHES,
 FJ1130'AND THE DISK IS STAMPED WYE 1954.
 FJ1130
 FJ1130                          STATION RECOVERY (1967)
 FJ1130
 FJ1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FJ1130'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 FJ1130'NO. 2 WERE IN THE WAY OF CONSTRUCTION OF AN OVERPASS WHICH
 FJ1130'IS BEING BUILT AT THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 FJ1130'HIGHWAY 3.
 FJ1130'
 FJ1130'THE AZIMUTH MARK WAS NOT IN THE WAY OF THE CONSTRUCTION
 FJ1130'AND WAS USED FOR THE AZIMUTH MARK AT STATION WYE 2 1967.
 FJ1130'
 FJ1130'WYE 2 WAS ESTABLISHED AND THE OLD STATION AND REFERENCE
 FJ1130'MARKS WERE DESTROYED.
 FJ1130'
 FJ1130'THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE REVERSED.
 FJ1130'
 FJ1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.3 MILES
 FJ1130'SOUTH-SOUTHEAST OF OKARCHE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0820 ***********************************************************************
 FJ0820  CBN         -  This is a Cooperative Base Network Control Station.
 FJ0820  DESIGNATION -  WYE 2
 FJ0820  PID         -  FJ0820
 FJ0820  STATE/COUNTY-  OK/CANADIAN
 FJ0820  COUNTRY     -  US
 FJ0820  USGS QUAD   -  OKARCHE (2018)
 FJ0820
 FJ0820                         *CURRENT SURVEY CONTROL
 FJ0820  ______________________________________________________________________
 FJ0820* NAD 83(2011) POSITION- 35 41 47.77851(N) 097 57 30.21090(W)   ADJUSTED
 FJ0820* NAD 83(2011) ELLIP HT-   342.288 (meters)        (06/27/12)   ADJUSTED
 FJ0820* NAD 83(2011) EPOCH   -  2010.00
 FJ0820* NAVD 88 ORTHO HEIGHT -   369.371 (meters)     1211.84  (feet) ADJUSTED
 FJ0820  ______________________________________________________________________
 FJ0820  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 FJ0820  NAD 83(2011) X  -   -718,020.921 (meters)                     COMP
 FJ0820  NAD 83(2011) Y  - -5,136,044.556 (meters)                     COMP
 FJ0820  NAD 83(2011) Z  -  3,701,104.764 (meters)                     COMP
 FJ0820  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 FJ0820  DYNAMIC HEIGHT  -        369.024 (meters)     1210.71  (feet) COMP
 FJ0820  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 FJ0820
 FJ0820  VERT ORDER      -  FIRST     CLASS II
 FJ0820
 FJ0820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0820  Standards:
 FJ0820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0820  -------------------------------------------------------------------
 FJ0820  NETWORK    1.77   3.57           0.81   0.61   1.82      0.03060463
 FJ0820  -------------------------------------------------------------------
 FJ0820  Click here for local accuracies and other accuracy information.
 FJ0820
 FJ0820.The horizontal coordinates were established by GPS observations
 FJ0820.and adjusted by the National Geodetic Survey in June 2012.
 FJ0820
 FJ0820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0820.been affixed to the stable North American tectonic plate. See 
 FJ0820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0820
 FJ0820.The horizontal coordinates are valid at the epoch date displayed above
 FJ0820.which is a decimal equivalence of Year/Month/Day.
 FJ0820
 FJ0820.The orthometric height was determined by differential leveling and
 FJ0820.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0820.in June 1991.
 FJ0820
 FJ0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0820.GEOID18 height accuracy estimate available here.
 FJ0820
 FJ0820.Click photographs - Photos may exist for this station.
 FJ0820
 FJ0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0820
 FJ0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0820
 FJ0820.The ellipsoidal height was determined by GPS observations
 FJ0820.and is referenced to NAD 83.
 FJ0820
 FJ0820.The dynamic height is computed by dividing the NAVD 88
 FJ0820.geopotential number by the normal gravity value computed on the
 FJ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0820.degrees latitude (g = 980.6199 gals.).
 FJ0820
 FJ0820.The modeled gravity was interpolated from observed gravity values.
 FJ0820
 FJ0820. The following values were computed from the NAD 83(2011) position.
 FJ0820
 FJ0820;                    North         East     Units Scale Factor Converg.
 FJ0820;SPC OK N     -    77,291.124   603,765.776   MT  0.99997896   +0 01 28.4
 FJ0820;SPC OK N     -   253,579.30  1,980,854.88   sFT  0.99997896   +0 01 28.4
 FJ0820;UTM  14      - 3,950,798.230   594,237.592   MT  0.99970943   +0 36 28.1
 FJ0820
 FJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0820!SPC OK N     -   0.99994628  x   0.99997896  =   0.99992524
 FJ0820!UTM  14      -   0.99994628  x   0.99970943  =   0.99965572
 FJ0820
 FJ0820:                Primary Azimuth Mark                     Grid Az
 FJ0820:SPC OK N     -  WYE AZ MK                                332 40 51.7
 FJ0820:UTM  14      -  WYE AZ MK                                332 05 52.0
 FJ0820
 FJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9423750798(NAD 83)
 FJ0820
 FJ0820|---------------------------------------------------------------------|
 FJ0820| PID    Reference Object                     Distance      Geod. Az  |
 FJ0820|                                                           dddmmss.s |
 FJ0820| CL6671 WYE 2 RM 3                           21.777 METERS 16211     |
 FJ0820| FJ1130 WYE                                  74.399 METERS 25953     |
 FJ0820| CL6672 WYE 2 RM 4                           26.209 METERS 31423     |
 FJ0820| FJ1132 OKARCHE MUNICIPAL TANK              APPROX. 3.9 KM 3300344.9 |
 FJ0820| FJ1135 WYE AZ MK                           APPROX. 1.1 KM 3324220.1 |
 FJ0820|---------------------------------------------------------------------|
 FJ0820
 FJ0820                          SUPERSEDED SURVEY CONTROL
 FJ0820
 FJ0820  NAD 83(2007)-  35 41 47.77853(N)    097 57 30.21160(W) AD(2002.00) 0
 FJ0820  ELLIP H (02/10/07)  342.310  (m)                       GP(2002.00)    
 FJ0820  ELLIP H (04/16/01)  342.298  (m)                       GP(       ) 4 2
 FJ0820  NAD 83(1993)-  35 41 47.77842(N)    097 57 30.21124(W) AD(       ) B
 FJ0820  ELLIP H (05/09/94)  342.340  (m)                       GP(       ) 4 2
 FJ0820  NAD 83(1986)-  35 41 47.78273(N)    097 57 30.19628(W) AD(       ) 1
 FJ0820  NAD 27      -  35 41 47.61320(N)    097 57 29.01224(W) AD(       ) 1
 FJ0820  NAVD 88             369.37   (m)         1211.8    (f) LEVELING    3  
 FJ0820  NGVD 29 (04/22/92)  369.210  (m)         1211.32   (f) ADJUSTED    1 2
 FJ0820  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG       
 FJ0820
 FJ0820.Superseded values are not recommended for survey control.
 FJ0820
 FJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0820.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0820
 FJ0820_MARKER: DS = TRIANGULATION STATION DISK
 FJ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0820_STAMPING: WYE 2 1967
 FJ0820_MARK LOGO: CGS
 FJ0820_PROJECTION: FLUSH
 FJ0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0820+STABILITY: SURFACE MOTION
 FJ0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0820+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2015
 FJ0820
 FJ0820  HISTORY     - Date     Condition        Report By
 FJ0820  HISTORY     - 1967     MONUMENTED       CGS
 FJ0820  HISTORY     - 1968     GOOD             CGS
 FJ0820  HISTORY     - 1985     GOOD             NGS
 FJ0820  HISTORY     - 19930422 GOOD             NGS
 FJ0820  HISTORY     - 20151201 GOOD             INDIV
 FJ0820
 FJ0820                          STATION DESCRIPTION
 FJ0820
 FJ0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FJ0820'THE STATION IS LOCATED 2.3 MILES SOUTH-SOUTHEAST OF OKARCHE
 FJ0820'AT THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 3, IN
 FJ0820'THE NORTHEAST CORNER OF SECTION 17, T 14 N., R 7 N.
 FJ0820'
 FJ0820'STATION MARKS ARE STANDARD DISKS STAMPED WYE 2 1967.  THE
 FJ0820'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 FJ0820'WHICH PROJECTS 1 INCH.  IT IS NORTHEAST OF THE JUNCTION OF
 FJ0820'U.S. HIGHWAY 81 AND STATE HIGHWAY 3, 83.9 FEET EAST-NORTHEAST
 FJ0820'OF THE CENTER OF THE EAST SIDE OF A CONCRETE CULVERT UNDER
 FJ0820'OLD U.S. HIGHWAY 81 AND STATE HIGHWAY 3, 31 FEET WEST OF
 FJ0820'A CORNER FENCE POST, 32 FEET SOUTH OF THE CENTER OF AN
 FJ0820'EAST-WEST ROAD, AND 2.5 FEET WEST OF A METAL WITNESS POST.  THE
 FJ0820'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 3 FEET
 FJ0820'BELOW THE SURFACE OF THE GROUND.
 FJ0820'
 FJ0820'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WYE 2 NO. 3
 FJ0820'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FJ0820'3 INCHES.  IT IS 100 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 FJ0820'ROAD, 67.5 FEET SOUTH OF THE CORNER FENCE POST, AND 1 FOOT
 FJ0820'WEST OF A NORTH-SOUTH FENCE.
 FJ0820'
 FJ0820'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED WYE 2 NO. 4
 FJ0820'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FJ0820'PROJECTS 4 INCHES.  IT IS 29.5 FEET NORTH OF THE CENTER
 FJ0820'OF THE EAST-WEST ROAD AND 2 FEET OF A CONCRETE RIGHT-OF-WAY
 FJ0820'POST.
 FJ0820'
 FJ0820'AZIMUTH MARK, A STANDARD DISK STAMPED WYE 1954, IS SET IN
 FJ0820'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FJ0820'SURFACE OF THE GROUND.  IT IS 42 FEET EAST OF THE CENTERLINE
 FJ0820'OF U.S. HIGHWAY 81, 1 FOOT SOUTHEAST OF A METAL WITNESS
 FJ0820'POST, AND IN A NORTH-SOUTH FENCE LINE.
 FJ0820'
 FJ0820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 FJ0820'U.S. HIGHWAY 81 FOR 0.7 MILES TO THE MARK ON THE RIGHT.
 FJ0820
 FJ0820                          STATION RECOVERY (1968)
 FJ0820
 FJ0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 FJ0820'STATION WAS RECOVERED AS WAS DESCRIBED IN THE 1968 DESCRIPTION
 FJ0820'AND ALL MARKS ARE IN GOOD CONDITION.
 FJ0820
 FJ0820                          STATION RECOVERY (1985)
 FJ0820
 FJ0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0820'3.8 KM (2.35 MI) SOUTH FROM OKARCHE.
 FJ0820'THE MARK IS 0.4 M BELOW THE OLD HIGHWAY.
 FJ0820'0.58 KM (0.36 MI) SOUTH ALONG US HIGHWAY 81 FROM THE JUNCTION OF
 FJ0820'OKLAHOMA AVENUE AT OKARCHE, THENCE 3.22 KM (2.00 MI) SOUTH-SOUTHEAST
 FJ0820'ALONG THE OLD US HIGHWAY 81 GRADE, 32.6 METERS (107 FT) NORTHEAST OF
 FJ0820'THE CENTER OF THE OLD HIGHWAY 81 GRADE, 107.9 METERS (354 FT)
 FJ0820'NORTHEAST OF THE CENTER OF THE NORTH BOUND US HIGHWAY 81 LANE,
 FJ0820'9.8 METERS (32 FT) SOUTH OF THE CENTER OF A GRAVEL SECTION LINE ROAD,
 FJ0820'9.4 METERS (31 FT) WEST OF THE NORTHWEST CORNER OF A FENCE CORNER,
 FJ0820'26.2 METERS (86 FT) SOUTHEAST OF WYE RM 4 AND 21.8 METERS (71.5 FT)
 FJ0820'NORTH-NORTHWEST OF WYE RM 3.
 FJ0820'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 FJ0820
 FJ0820                          STATION RECOVERY (1993)
 FJ0820
 FJ0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FJ0820'STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION. NO
 FJ0820'DATA AVAILABLE ON OTHER MARKS.
 FJ0820'STATION IS LOCATED ABOUT ABOUT 3.5 KM (2.15 MI) SOUTH OF OKARCHE,
 FJ0820'ABOUT 0.2 KM (0.10 MI) NORTH OF THE OVERPASS AT THE JUNCTION OF US
 FJ0820'HIGHWAY 81 AND STATE HIGHWAY 3, ALONG OLD HIGHWAY 81, IN THE
 FJ0820'NORTHEAST CORNER OF A LARGE MOWED AREA, IN THE NORTHWEST CORNER OF
 FJ0820'SECTION 16, T 14 N, R 7 W.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FJ0820'TRANSPORTATION.
 FJ0820'TO REACH FROM THE OVERPASS AT THE JUNCTION OF HIGHWAYS 81 AND 3, ABOUT
 FJ0820'3 KM (1.85 MI) SOUTH OF OKARCHE, GO SOUTHEAST ON HIGHWAY 3 FOR 0.37
 FJ0820'KM (0.20 MI) TO A ROAD LEFT AT BOTTOM OF OVERPASS.  TURN LEFT,
 FJ0820'NORWESTERLY, ON OLD HIGHWAY FOR 0.55 KM (0.35 MI) TO A PAVED ROAD
 FJ0820'RIGHT.  TURN RIGHT, EAST, FOR 0.04 KM (0.00 MI) TO THE STATION ON THE
 FJ0820'RIGHT.
 FJ0820'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH
 FJ0820'WITH THE GROUND.  IT IS 0.6 M (2.0 FT) WEST OF A METAL WITNESS POST,
 FJ0820'9.8 M (32.2 FT) SOUTH OF THE PAVED ROAD CENTER, 33.3 M (109.3 FT)
 FJ0820'EAST-NORTHEAST OF, AND 1 M (3.3 FT) LOWER THAN THE OLD HIGHWAY CENTER,
 FJ0820'0.95 M (3.12 FT) EAST OF A METAL WITNESS POST, 1.0 M (3.3 FT) NORTH
 FJ0820'OF A METAL WITNESS POST, 1.0 M (3.3 FT) SOUTH OF A METAL WITNESS
 FJ0820'POST, 6.5 M (21.3 FT) WEST OF A PIPE FENCE CORNER POST AT CULTIVATED
 FJ0820'FIELD, 10.2 M (33.5 FT) NORTHWEST OF TELEPHONE CABLE POST E6, 25.5 M
 FJ0820'(83.7 FT) EAST-NORTHEAST OF A SMALL PIPE CULVERT HEADWALL, 3 M
 FJ0820'(9.8 FT) SOUTHWEST OF THE JUNCTION OF TWO DRAINAGE DITCHES, 1.1 M
 FJ0820'(3.6 FT) NORTH OF A METAL WITNESS POST, 1.0 M (3.3 FT) EAST OF A
 FJ0820'METAL WITNESS POST, AND 1.0 M (3.3 FT) SOUTH OF A METAL WITNESS POST.
 FJ0820
 FJ0820                          STATION RECOVERY (2015)
 FJ0820
 FJ0820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (PJ)
 FJ0820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1135 ***********************************************************************
 FJ1135  DESIGNATION -  WYE AZ MK
 FJ1135  PID         -  FJ1135
 FJ1135  STATE/COUNTY-  OK/CANADIAN
 FJ1135  COUNTRY     -  US
 FJ1135  USGS QUAD   -  OKARCHE (2018)
 FJ1135
 FJ1135                         *CURRENT SURVEY CONTROL
 FJ1135  ______________________________________________________________________
 FJ1135* NAD 83(1993) POSITION- 35 42 18.12953(N) 097 57 49.41319(W)   ADJUSTED
 FJ1135* NAVD 88 ORTHO HEIGHT -   370.    (meters)     1214.    (feet) SCALED
 FJ1135  ______________________________________________________________________
 FJ1135  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 FJ1135  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 FJ1135  HORZ ORDER      -  SECOND
 FJ1135
 FJ1135.The horizontal coordinates were established by classical geodetic methods
 FJ1135.and adjusted by the National Geodetic Survey in November 1994.
 FJ1135
 FJ1135.The orthometric height was scaled from a topographic map.
 FJ1135
 FJ1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1135.GEOID18 height accuracy estimate available here.
 FJ1135
 FJ1135.Click photographs - Photos may exist for this station.
 FJ1135
 FJ1135.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1135
 FJ1135. The following values were computed from the NAD 83(1993) position.
 FJ1135
 FJ1135;                    North         East     Units Scale Factor Converg.
 FJ1135;SPC OK N     -    78,226.341   603,282.671   MT  0.99997777   +0 01 17.1
 FJ1135;SPC OK N     -   256,647.59  1,979,269.90   sFT  0.99997777   +0 01 17.1
 FJ1135;UTM  14      - 3,951,728.230   593,745.123   MT  0.99970829   +0 36 17.4
 FJ1135
 FJ1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1135!SPC OK N     -   0.99994615  x   0.99997777  =   0.99992393
 FJ1135!UTM  14      -   0.99994615  x   0.99970829  =   0.99965446
 FJ1135
 FJ1135:                Primary Azimuth Mark                     Grid Az
 FJ1135:SPC OK N     -  WYE 2                                    152 40 51.8
 FJ1135:UTM  14      -  WYE 2                                    152 05 51.5
 FJ1135
 FJ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9374551728(NAD 83)
 FJ1135
 FJ1135|---------------------------------------------------------------------|
 FJ1135| PID    Reference Object                     Distance      Geod. Az  |
 FJ1135|                                                           dddmmss.s |
 FJ1135| FJ0820 WYE 2                               APPROX. 1.1 KM 1524208.9 |
 FJ1135|---------------------------------------------------------------------|
 FJ1135
 FJ1135                          SUPERSEDED SURVEY CONTROL
 FJ1135
 FJ1135  NAD 83(1986)-  35 42 18.13332(N)    097 57 49.39782(W) AD(       ) 2
 FJ1135  NAD 27      -  35 42 17.96868(N)    097 57 48.21537(W) AD(       ) 2
 FJ1135
 FJ1135.Superseded values are not recommended for survey control.
 FJ1135
 FJ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1135.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1135
 FJ1135_MARKER: DZ = AZIMUTH MARK DISK
 FJ1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1135_STAMPING: WYE 1954
 FJ1135_MARK LOGO: CGS
 FJ1135_PROJECTION: FLUSH
 FJ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1135+STABILITY: SURFACE MOTION
 FJ1135
 FJ1135  HISTORY     - Date     Condition        Report By
 FJ1135  HISTORY     - 1954     MONUMENTED       CGS
 FJ1135  HISTORY     - 1967     GOOD             CGS
 FJ1135
 FJ1135                          STATION DESCRIPTION
 FJ1135
 FJ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FJ1135'AZIMUTH MARK, A STANDARD DISK STAMPED WYE 1954, IS SET IN THE TOP OF A
 FJ1135'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FJ1135'IT IS 42 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 1 FOOT
 FJ1135'SOUTHEAST OF A METAL WITNESS POST, AND IN A NORTH-SOUTH FENCE LINE.
 FJ1135'
 FJ1135'TO REACH THE AZIMUTH MARK FROM STATION WYE 2 (WHICH IS LOCATED
 FJ1135'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY 3) GO
 FJ1135'NORTH ON U.S. HIGHWAY 81 FOR 0.7 MILES TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0888 ***********************************************************************
 EL0888  DESIGNATION -  WYN
 EL0888  PID         -  EL0888
 EL0888  STATE/COUNTY-  OK/CARTER
 EL0888  COUNTRY     -  US
 EL0888  USGS QUAD   -  GENE AUTRY (2018)
 EL0888
 EL0888                         *CURRENT SURVEY CONTROL
 EL0888  ______________________________________________________________________
 EL0888* NAD 83(1993) POSITION- 34 15 43.27337(N) 097 01 35.26571(W)   ADJUSTED
 EL0888* NAVD 88 ORTHO HEIGHT -   273.    (meters)      896.    (feet) SCALED
 EL0888  ______________________________________________________________________
 EL0888  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 EL0888  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 EL0888  HORZ ORDER      -  FIRST
 EL0888
 EL0888.The horizontal coordinates were established by classical geodetic methods
 EL0888.and adjusted by the National Geodetic Survey in November 1994.
 EL0888
 EL0888.The orthometric height was scaled from a topographic map.
 EL0888
 EL0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0888.GEOID18 height accuracy estimate available here.
 EL0888
 EL0888.Click photographs - Photos may exist for this station.
 EL0888
 EL0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0888
 EL0888. The following values were computed from the NAD 83(1993) position.
 EL0888
 EL0888;                    North         East     Units Scale Factor Converg.
 EL0888;SPC OK S     -   103,445.306   689,657.219   MT  0.99995166   +0 33 09.3
 EL0888;SPC OK S     -   339,386.81  2,262,650.39   sFT  0.99995166   +0 33 09.3
 EL0888;UTM  14      - 3,792,971.080   681,703.664   MT  1.00000699   +1 06 40.9
 EL0888
 EL0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0888!SPC OK S     -   0.99996119  x   0.99995166  =   0.99991286
 EL0888!UTM  14      -   0.99996119  x   1.00000699  =   0.99996818
 EL0888
 EL0888:                Primary Azimuth Mark                     Grid Az
 EL0888:SPC OK S     -  WYN AZ MK                                246 37 49.1
 EL0888:UTM  14      -  WYN AZ MK                                246 04 17.5
 EL0888
 EL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8170392971(NAD 83)
 EL0888
 EL0888|---------------------------------------------------------------------|
 EL0888| PID    Reference Object                     Distance      Geod. Az  |
 EL0888|                                                           dddmmss.s |
 EL0888| EL0913 ARDMORE MUNICIPAL TANK              APPROX.14.6 KM 2211309.2 |
 EL0888| EL0909 ARDMORE TV RECIEVING MAST           APPROX.16.3 KM 2283941.0 |
 EL0888| EL0914 ARDMORE RAD STATION KVSO MAST       APPROX.13.0 KM 2330013.5 |
 EL0888| EL0912 ARDMORE MUNICIPAL STANDPIPE         APPROX.12.8 KM 2363657.9 |
 EL0888| CY3178 WYN AZ MK                                          2471058.4 |
 EL0888| CY3179 WYN RM 1                             22.810 METERS 25448     |
 EL0888| EL0891 ARDMORE AFB WATER TANK AND BCN      APPROX. 4.4 KM 3483130.1 |
 EL0888| CY3180 WYN RM 2                             21.185 METERS 35517     |
 EL0888| EL0890 ARDMORE AFB CONTROL TOWER           APPROX. 4.2 KM 3591248.7 |
 EL0888|---------------------------------------------------------------------|
 EL0888
 EL0888                          SUPERSEDED SURVEY CONTROL
 EL0888
 EL0888  NAD 83(1986)-  34 15 43.27926(N)    097 01 35.25689(W) AD(       ) 1
 EL0888  NAD 27      -  34 15 42.94420(N)    097 01 34.20890(W) AD(       ) 1
 EL0888
 EL0888.Superseded values are not recommended for survey control.
 EL0888
 EL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0888.See file dsdata.pdf to determine how the superseded data were derived.
 EL0888
 EL0888_MARKER: DS = TRIANGULATION STATION DISK
 EL0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0888_STAMPING: WYN 1954
 EL0888_MARK LOGO: CGS
 EL0888_PROJECTION: FLUSH
 EL0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0888+STABILITY: SURFACE MOTION
 EL0888
 EL0888  HISTORY     - Date     Condition        Report By
 EL0888  HISTORY     - 1954     MONUMENTED       CGS
 EL0888  HISTORY     - 1956     GOOD             CGS
 EL0888
 EL0888                          STATION DESCRIPTION
 EL0888
 EL0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0888'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF ARDMORE,
 EL0888'ABOUT 3 MILES SOUTH OF ARDMORE AIR FORCE BASE, ABOUT 2 MILES
 EL0888'SOUTHEAST OF THE VILLAGE OF GENE AUTRY AND ABOUT 1 MILE EAST
 EL0888'SOUTHEAST OF THE LINCOLN SCHOOL ON LAND OWNED BY MR. W.L.
 EL0888'HERRIN.  THE STATION MARK IS 72 FEET NORTH OF THE CENTER OF A
 EL0888'TRACK ROAD, 24 FEET EAST OF THE CENTER AND 18 FEET WEST
 EL0888'NORTHWEST OF A TREE WITH A TRIANGLE BLAZE.  IT IS SET FLUSH AND
 EL0888'IS STAMPED WYN 1954.
 EL0888'
 EL0888'REFERENCE MARK NO. 1 IS 84 FEET NORTH OF THE CENTER OF A TRACK
 EL0888'ROAD AND 45 FEET WEST OF THE CENTER OF A TRACK ROAD.  IT IS
 EL0888'SET FLUSH AND IS STAMPED WYN NO 1 1954.
 EL0888'
 EL0888'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF A TRACK
 EL0888'ROAD, SET FLUSH WITH THE GROUND AND IS STAMPED WYN NO 2 1954.
 EL0888'
 EL0888'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 111.01 FEET.
 EL0888'
 EL0888'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRAVELED
 EL0888'ROAD, 8 FEET WEST OF THE CENTER OF A DRIVEWAY AND AND 3 FEET
 EL0888'EAST OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 EL0888'WYN 1954.
 EL0888'
 EL0888'TO REACH THE STATION FROM THE ARDMORE POST OFFICE GO NORTH AND
 EL0888'EAST ON U.S. HIGHWAY 70 FOR 3.6 MILES TO A SIDE ROAD LEFT AND
 EL0888'SIGN GENE AUTRY, TURN LEFT AND FOLLOW GRAVELED ROAD NORTHERLY
 EL0888'FOR 6.3 MILES TO A CROSSROAD.  (THIS IS 0.1 MILE SOUTH OF THE
 EL0888'LINCOLN SCHOOL.) TURN RIGHT AND GO EAST FOR 0.8 MILE TO THE
 EL0888'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED
 EL0888'ROAD FOR 0.15 MILE TO A DRIVEWAY AND ALUMINUM GATE ON THE
 EL0888'LEFT, TURN LEFT THRU ALUMINUM GATE AND GO 0.1 MILE PASSING TO
 EL0888'THE LEFT OF A HOUSE, BARN AND CORRAL, CONTINUE EAST AND
 EL0888'NORTHEAST ON THE TRACK ROAD FOR 0.2 MILE TO THE STATION AND
 EL0888'REFERENCE MARKS AS DESCRIBED.
 EL0888
 EL0888                          STATION RECOVERY (1956)
 EL0888
 EL0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 EL0888'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EL0888'
 EL0888'DESCRIPTION ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0852 ***********************************************************************
 EL0852  DESIGNATION -  WYNNEWOOD MUNICIPAL TANK
 EL0852  PID         -  EL0852
 EL0852  STATE/COUNTY-  OK/GARVIN
 EL0852  COUNTRY     -  US
 EL0852  USGS QUAD   -  PAULS VALLEY (2018)
 EL0852
 EL0852                         *CURRENT SURVEY CONTROL
 EL0852  ______________________________________________________________________
 EL0852* NAD 83(1993) POSITION- 34 38 24.69441(N) 097 10 16.44312(W)   ADJUSTED
 EL0852  ______________________________________________________________________
 EL0852  GEOID HEIGHT    -        -25.385 (meters)                     GEOID18
 EL0852  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 EL0852  HORZ ORDER      -  THIRD
 EL0852
 EL0852.The horizontal coordinates were established by classical geodetic methods
 EL0852.and adjusted by the National Geodetic Survey in November 1994.
 EL0852
 EL0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0852.GEOID18 height accuracy estimate available here.
 EL0852
 EL0852.Click photographs - Photos may exist for this station.
 EL0852
 EL0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0852
 EL0852. The following values were computed from the NAD 83(1993) position.
 EL0852
 EL0852;                    North         East     Units Scale Factor Converg.
 EL0852;SPC OK S     -   145,273.254   675,980.508   MT  0.99993642   +0 28 13.5
 EL0852;SPC OK S     -   476,617.33  2,217,779.38   sFT  0.99993642   +0 28 13.5
 EL0852;UTM  14      - 3,834,663.823   667,615.245   MT  0.99994629   +1 02 23.1
 EL0852
 EL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD6761534663(NAD 83)
 EL0852
 EL0852                          SUPERSEDED SURVEY CONTROL
 EL0852
 EL0852  NAD 83(1986)-  34 38 24.69906(N)    097 10 16.43287(W) AD(       ) 3
 EL0852  NAD 27      -  34 38 24.39500(N)    097 10 15.35500(W) AD(       ) 3
 EL0852
 EL0852.Superseded values are not recommended for survey control.
 EL0852
 EL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0852.See file dsdata.pdf to determine how the superseded data were derived.
 EL0852
 EL0852_MARKER: 53 = ELEVATED TANK
 EL0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0852+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 EL0852
 EL0852  HISTORY     - Date     Condition        Report By
 EL0852  HISTORY     - 1954     FIRST OBSERVED   CGS
 EL0852  HISTORY     - 20040819 GOOD             USPSQD
 EL0852  HISTORY     - 20090419 GOOD             GEOCAC
 EL0852
 EL0852                          STATION DESCRIPTION
 EL0852
 EL0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 EL0852'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF TOWN, 3
 EL0852'BLOCKS SOUTH OF STATE HIGHWAY 29 AND 1 BLOCK WEST OF U.S.
 EL0852'HIGHWAY 77.  A 6-LEGGED STEEL STRUCTURE SUPPORTS THE TANK
 EL0852'PROPER.  IT HAS A CONICAL ROOF AND AN APPROXIMATE OVERALL
 EL0852'HEIGHT OF 125 FEET.
 EL0852'
 EL0852'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 EL0852
 EL0852                          STATION RECOVERY (2004)
 EL0852
 EL0852'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 EL0852'RECOVERED IN GOOD CONDITION.
 EL0852
 EL0852                          STATION RECOVERY (2009)
 EL0852
 EL0852'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0212 ***********************************************************************
 GK0212  DESIGNATION -  X 10
 GK0212  PID         -  GK0212
 GK0212  STATE/COUNTY-  OK/BEAVER
 GK0212  COUNTRY     -  US
 GK0212  USGS QUAD   -  BOYD (2018)
 GK0212
 GK0212                         *CURRENT SURVEY CONTROL
 GK0212  ______________________________________________________________________
 GK0212* NAD 83(1986) POSITION- 36 42 12.     (N) 100 51 52.     (W)   SCALED
 GK0212* NAVD 88 ORTHO HEIGHT -   804.339 (meters)     2638.90  (feet) ADJUSTED
 GK0212  ______________________________________________________________________
 GK0212  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 GK0212  DYNAMIC HEIGHT  -        803.533 (meters)     2636.26  (feet) COMP
 GK0212  MODELED GRAVITY -    979,603.5   (mgal)                       NAVD 88
 GK0212
 GK0212  VERT ORDER      -  FIRST     CLASS II
 GK0212
 GK0212.The horizontal coordinates were scaled from a map and have
 GK0212.an estimated accuracy of +/- 6 seconds.
 GK0212
 GK0212.The orthometric height was determined by differential leveling and
 GK0212.adjusted by the NATIONAL GEODETIC SURVEY
 GK0212.in June 1991.
 GK0212
 GK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0212.GEOID18 height accuracy estimate available here.
 GK0212
 GK0212.Click photographs - Photos may exist for this station.
 GK0212
 GK0212.The dynamic height is computed by dividing the NAVD 88
 GK0212.geopotential number by the normal gravity value computed on the
 GK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0212.degrees latitude (g = 980.6199 gals.).
 GK0212
 GK0212.The modeled gravity was interpolated from observed gravity values.
 GK0212
 GK0212;                    North         East    Units  Estimated Accuracy
 GK0212;SPC OK N     -   192,770.      344,080.      MT  (+/- 180 meters Scaled)
 GK0212
 GK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF334635(NAD 83)
 GK0212
 GK0212                          SUPERSEDED SURVEY CONTROL
 GK0212
 GK0212  NGVD 29 (??/??/92)  803.980  (m)         2637.72   (f) ADJ UNCH    1 2
 GK0212
 GK0212.Superseded values are not recommended for survey control.
 GK0212
 GK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0212.See file dsdata.pdf to determine how the superseded data were derived.
 GK0212
 GK0212_MARKER: DB = BENCH MARK DISK
 GK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0212_STAMPING: X 10 1934
 GK0212_MARK LOGO: CGS
 GK0212_PROJECTION: RECESSED 76 CENTIMETERS
 GK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0212+STABILITY: SURFACE MOTION
 GK0212
 GK0212  HISTORY     - Date     Condition        Report By
 GK0212  HISTORY     - 1934     MONUMENTED       CGS
 GK0212  HISTORY     - 1973     GOOD             USGS
 GK0212
 GK0212                          STATION DESCRIPTION
 GK0212
 GK0212'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0212'27.4 MI S FROM LIBERAL, KS.
 GK0212'TURPIN, OKLAHOMA, BEAVER CO., 11.0 MI S. AND 0.5 MI E. FROM JCT. OF
 GK0212'U.S. HWYS 64 AND 83 AT, AND 2.0 MI W. FROM COMMUNITY OF BOYD.  T. 3
 GK0212'N., R. 20 NEAR CORNER OF SECTIONS 23,24,25 AND 26.  42 FT S. AND 1.6
 GK0212'FT HIGHER THAN CENTER OF ROAD AT SEC-LINE FENCE S., 2.0 FT S. AND 2.0
 GK0212'FT E. OF FENCE CORNER 1 FT SW OF METAL WITNESS MARKER, IN TOP OF
 GK0212'CONCRETE POST, 2.5 FT BELOW GROUND SURFACE, A STANDARD DISK STAMPED X
 GK0212'10 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0488 ***********************************************************************
 EK0488  DESIGNATION -  X 100
 EK0488  PID         -  EK0488
 EK0488  STATE/COUNTY-  OK/PUSHMATAHA
 EK0488  COUNTRY     -  US
 EK0488  USGS QUAD   -  CLOUDY (2019)
 EK0488
 EK0488                         *CURRENT SURVEY CONTROL
 EK0488  ______________________________________________________________________
 EK0488* NAD 83(1986) POSITION- 34 16 06.     (N) 095 20 15.     (W)   SCALED
 EK0488* NAVD 88 ORTHO HEIGHT -   213.647 (meters)      700.94  (feet) ADJUSTED
 EK0488  ______________________________________________________________________
 EK0488  GEOID HEIGHT    -        -30.638 (meters)                     GEOID18
 EK0488  DYNAMIC HEIGHT  -        213.411 (meters)      700.17  (feet) COMP
 EK0488  MODELED GRAVITY -    979,529.5   (mgal)                       NAVD 88
 EK0488
 EK0488  VERT ORDER      -  SECOND    CLASS 0
 EK0488
 EK0488.The horizontal coordinates were scaled from a map and have
 EK0488.an estimated accuracy of +/- 6 seconds.
 EK0488
 EK0488.The orthometric height was determined by differential leveling and
 EK0488.adjusted by the NATIONAL GEODETIC SURVEY
 EK0488.in June 1991.
 EK0488
 EK0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0488.GEOID18 height accuracy estimate available here.
 EK0488
 EK0488.Click photographs - Photos may exist for this station.
 EK0488
 EK0488.The dynamic height is computed by dividing the NAVD 88
 EK0488.geopotential number by the normal gravity value computed on the
 EK0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0488.degrees latitude (g = 980.6199 gals.).
 EK0488
 EK0488.The modeled gravity was interpolated from observed gravity values.
 EK0488
 EK0488;                    North         East    Units  Estimated Accuracy
 EK0488;SPC OK S     -   106,950.      845,160.      MT  (+/- 180 meters Scaled)
 EK0488
 EK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT847943(NAD 83)
 EK0488
 EK0488                          SUPERSEDED SURVEY CONTROL
 EK0488
 EK0488  NGVD 29 (??/??/92)  213.567  (m)          700.68   (f) ADJ UNCH    2 0
 EK0488
 EK0488.Superseded values are not recommended for survey control.
 EK0488
 EK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0488.See file dsdata.pdf to determine how the superseded data were derived.
 EK0488
 EK0488_MARKER: DB = BENCH MARK DISK
 EK0488_SETTING: 66 = SET IN ROCK OUTCROP
 EK0488_STAMPING: X 100 1960
 EK0488_MARK LOGO: CGS
 EK0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0488+STABILITY: POSITION/ELEVATION WELL
 EK0488
 EK0488  HISTORY     - Date     Condition        Report By
 EK0488  HISTORY     - 1960     MONUMENTED       CGS
 EK0488
 EK0488                          STATION DESCRIPTION
 EK0488
 EK0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0488'4.4 MI SW FROM CLOUDY.
 EK0488'ABOUT 4.35 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST
 EK0488'OFFICE AT CLOUDY, IN SECTION 29, R 19 E, T 3 S, SET IN THE TOP
 EK0488'OF A ROCK OUTCROP, AT THE TOP OF A SMALL HILL, 38 FEET SOUTHEAST
 EK0488'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF A FENCE,
 EK0488'AND ABOUT 2 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0480 ***********************************************************************
 FK0480  DESIGNATION -  X 103
 FK0480  PID         -  FK0480
 FK0480  STATE/COUNTY-  OK/ROGER MILLS
 FK0480  COUNTRY     -  US
 FK0480  USGS QUAD   -  CHEYENNE (2018)
 FK0480
 FK0480                         *CURRENT SURVEY CONTROL
 FK0480  ______________________________________________________________________
 FK0480* NAD 83(1986) POSITION- 35 37 10.     (N) 099 42 47.     (W)   SCALED
 FK0480* NAVD 88 ORTHO HEIGHT -   594.303 (meters)     1949.81  (feet) ADJUSTED
 FK0480  ______________________________________________________________________
 FK0480  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 FK0480  DYNAMIC HEIGHT  -        593.679 (meters)     1947.76  (feet) COMP
 FK0480  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 FK0480
 FK0480  VERT ORDER      -  SECOND    CLASS 0
 FK0480
 FK0480.The horizontal coordinates were scaled from a map and have
 FK0480.an estimated accuracy of +/- 6 seconds.
 FK0480
 FK0480.The orthometric height was determined by differential leveling and
 FK0480.adjusted by the NATIONAL GEODETIC SURVEY
 FK0480.in June 1991.
 FK0480
 FK0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0480.GEOID18 height accuracy estimate available here.
 FK0480
 FK0480.Click photographs - Photos may exist for this station.
 FK0480
 FK0480.The dynamic height is computed by dividing the NAVD 88
 FK0480.geopotential number by the normal gravity value computed on the
 FK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0480.degrees latitude (g = 980.6199 gals.).
 FK0480
 FK0480.The modeled gravity was interpolated from observed gravity values.
 FK0480
 FK0480;                    North         East    Units  Estimated Accuracy
 FK0480;SPC OK N     -    70,100.      444,820.      MT  (+/- 180 meters Scaled)
 FK0480
 FK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME354419(NAD 83)
 FK0480
 FK0480                          SUPERSEDED SURVEY CONTROL
 FK0480
 FK0480  NGVD 29 (??/??/92)  594.021  (m)         1948.88   (f) ADJ UNCH    2 0
 FK0480
 FK0480.Superseded values are not recommended for survey control.
 FK0480
 FK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0480.See file dsdata.pdf to determine how the superseded data were derived.
 FK0480
 FK0480_MARKER: DB = BENCH MARK DISK
 FK0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0480_STAMPING: X 103 1934
 FK0480_MARK LOGO: CGS
 FK0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0480+STABILITY: SURFACE MOTION
 FK0480
 FK0480  HISTORY     - Date     Condition        Report By
 FK0480  HISTORY     - 1934     MONUMENTED       CGS
 FK0480  HISTORY     - 19870506 MARK NOT FOUND   USPSQD
 FK0480
 FK0480                          STATION DESCRIPTION
 FK0480
 FK0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0480'2.4 MI W FROM CHEYENNE.
 FK0480'2.4 MILES WEST OF P. AND SF. RR. STATION AT CHEYENNE 0.5 MILE
 FK0480'WEST OF MILEPOST 79, 39 FEET NORTH OF NEAREST RAIL OF PANHANDLE
 FK0480'AND SANTA FE TRACK, 36 FEET EAST OF CENTER LINE OF SECTION LINE
 FK0480'ROAD, OUTSIDE OF FENCE LINE.
 FK0480
 FK0480                          STATION RECOVERY (1987)
 FK0480
 FK0480'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0359 ***********************************************************************
 GJ0359  DESIGNATION -  X 105
 GJ0359  PID         -  GJ0359
 GJ0359  STATE/COUNTY-  OK/ELLIS
 GJ0359  COUNTRY     -  US
 GJ0359  USGS QUAD   -  SHATTUCK (2018)
 GJ0359
 GJ0359                         *CURRENT SURVEY CONTROL
 GJ0359  ______________________________________________________________________
 GJ0359* NAD 83(1986) POSITION- 36 16 33.     (N) 099 53 48.     (W)   SCALED
 GJ0359* NAVD 88 ORTHO HEIGHT -   679.447 (meters)     2229.15  (feet) ADJUSTED
 GJ0359  ______________________________________________________________________
 GJ0359  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 GJ0359  DYNAMIC HEIGHT  -        678.761 (meters)     2226.90  (feet) COMP
 GJ0359  MODELED GRAVITY -    979,600.6   (mgal)                       NAVD 88
 GJ0359
 GJ0359  VERT ORDER      -  SECOND    CLASS 0
 GJ0359
 GJ0359.The horizontal coordinates were scaled from a map and have
 GJ0359.an estimated accuracy of +/- 6 seconds.
 GJ0359
 GJ0359.The orthometric height was determined by differential leveling and
 GJ0359.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0359.in June 1991.
 GJ0359
 GJ0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0359.GEOID18 height accuracy estimate available here.
 GJ0359
 GJ0359.Click photographs - Photos may exist for this station.
 GJ0359
 GJ0359.The dynamic height is computed by dividing the NAVD 88
 GJ0359.geopotential number by the normal gravity value computed on the
 GJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0359.degrees latitude (g = 980.6199 gals.).
 GJ0359
 GJ0359.The modeled gravity was interpolated from observed gravity values.
 GJ0359
 GJ0359;                    North         East    Units  Estimated Accuracy
 GJ0359;SPC OK N     -   143,220.      429,610.      MT  (+/- 180 meters Scaled)
 GJ0359
 GJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF194149(NAD 83)
 GJ0359
 GJ0359                          SUPERSEDED SURVEY CONTROL
 GJ0359
 GJ0359  NGVD 29 (??/??/92)  679.147  (m)         2228.17   (f) ADJ UNCH    2 0
 GJ0359
 GJ0359.Superseded values are not recommended for survey control.
 GJ0359
 GJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0359.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0359
 GJ0359_MARKER: DB = BENCH MARK DISK
 GJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0359_STAMPING: X 105 1934
 GJ0359_MARK LOGO: CGS
 GJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0359+STABILITY: SURFACE MOTION
 GJ0359
 GJ0359  HISTORY     - Date     Condition        Report By
 GJ0359  HISTORY     - 1934     MONUMENTED       CGS
 GJ0359
 GJ0359                          STATION DESCRIPTION
 GJ0359
 GJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0359'1.2 MI NW FROM SHATTUCK.
 GJ0359'1.2 MILES NORTHWEST OF SHATTUCK P. AND SF. RR. STATION 120 FEET
 GJ0359'SOUTH OF AND ON OPPOSITE SIDE OF TRACK FROM 11TH POST NORTHEAST OF
 GJ0359'MILEPOST 1, 50 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA
 GJ0359'FE TRACK, 20 FEET WEST OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0385 ***********************************************************************
 GJ0385  DESIGNATION -  X 106
 GJ0385  PID         -  GJ0385
 GJ0385  STATE/COUNTY-  OK/HARPER
 GJ0385  COUNTRY     -  US
 GJ0385  USGS QUAD   -  ROSSTON (2018)
 GJ0385
 GJ0385                         *CURRENT SURVEY CONTROL
 GJ0385  ______________________________________________________________________
 GJ0385* NAD 83(1986) POSITION- 36 50 10.     (N) 099 59 43.     (W)   SCALED
 GJ0385* NAVD 88 ORTHO HEIGHT -   657.565 (meters)     2157.36  (feet) ADJUSTED
 GJ0385  ______________________________________________________________________
 GJ0385  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 GJ0385  DYNAMIC HEIGHT  -        656.948 (meters)     2155.34  (feet) COMP
 GJ0385  MODELED GRAVITY -    979,670.7   (mgal)                       NAVD 88
 GJ0385
 GJ0385  VERT ORDER      -  SECOND    CLASS 0
 GJ0385
 GJ0385.The horizontal coordinates were scaled from a map and have
 GJ0385.an estimated accuracy of +/- 6 seconds.
 GJ0385
 GJ0385.The orthometric height was determined by differential leveling and
 GJ0385.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0385.in June 1991.
 GJ0385
 GJ0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0385.GEOID18 height accuracy estimate available here.
 GJ0385
 GJ0385.Click photographs - Photos may exist for this station.
 GJ0385
 GJ0385.The dynamic height is computed by dividing the NAVD 88
 GJ0385.geopotential number by the normal gravity value computed on the
 GJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0385.degrees latitude (g = 980.6199 gals.).
 GJ0385
 GJ0385.The modeled gravity was interpolated from observed gravity values.
 GJ0385
 GJ0385;                    North         East    Units  Estimated Accuracy
 GJ0385;SPC OK N     -   205,560.      422,030.      MT  (+/- 180 meters Scaled)
 GJ0385
 GJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF112771(NAD 83)
 GJ0385
 GJ0385                          SUPERSEDED SURVEY CONTROL
 GJ0385
 GJ0385  NGVD 29 (??/??/92)  657.280  (m)         2156.43   (f) ADJ UNCH    2 0
 GJ0385
 GJ0385.Superseded values are not recommended for survey control.
 GJ0385
 GJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0385.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0385
 GJ0385_MARKER: DB = BENCH MARK DISK
 GJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0385_STAMPING: X 106 1934
 GJ0385_MARK LOGO: CGS
 GJ0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0385+STABILITY: SURFACE MOTION
 GJ0385
 GJ0385  HISTORY     - Date     Condition        Report By
 GJ0385  HISTORY     - 1934     MONUMENTED       CGS
 GJ0385  HISTORY     - 19980504 GOOD             OKDOT
 GJ0385
 GJ0385                          STATION DESCRIPTION
 GJ0385
 GJ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0385'3.8 MI NW FROM ROSSTON.
 GJ0385'75 FEET SOUTHWEST OF CENTER LINE OF NEW U.S. HIGHWAY 64.  40
 GJ0385'FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY
 GJ0385'TRACK.  12 FEET WEST OF EIGHTH POLE NORTHWEST OF MILE POLE 268
 GJ0385'10 FEET INSIDE OF FENCE LINE.
 GJ0385
 GJ0385                          STATION RECOVERY (1998)
 GJ0385
 GJ0385'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GJ0385'TO REACH THE STATION FROM THE POST OFFICE AT GATE, GO EAST ON US 64
 GJ0385'FOR 3.0 MILES (4.8 KM) TO THE BEAVER-HARPER COUNTY LINE, CONTINUE EAST
 GJ0385'ON US 64 FOR 0.48 MILE (0.77 KM) TO THE MARK ON THE RIGHT.  IT IS 89
 GJ0385'FEET (27.1 M) SOUTH OF THE CENTERLINE OF US 64, NORTH OF THE ROADBED
 GJ0385'OF AN ABANDONED RAILROAD, 1 FOOT (0.3 M) NORTH OF A STEEL OKDOT
 GJ0385'WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES
 GJ0385'ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0226 ***********************************************************************
 GK0226  DESIGNATION -  X 107
 GK0226  PID         -  GK0226
 GK0226  STATE/COUNTY-  OK/BEAVER
 GK0226  COUNTRY     -  US
 GK0226  USGS QUAD   -  FLORIS (2018)
 GK0226
 GK0226                         *CURRENT SURVEY CONTROL
 GK0226  ______________________________________________________________________
 GK0226* NAD 83(1986) POSITION- 36 52 13.     (N) 100 42 28.     (W)   SCALED
 GK0226* NAVD 88 ORTHO HEIGHT -   814.912 (meters)     2673.59  (feet) ADJUSTED
 GK0226  ______________________________________________________________________
 GK0226  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 GK0226  DYNAMIC HEIGHT  -        814.109 (meters)     2670.96  (feet) COMP
 GK0226  MODELED GRAVITY -    979,619.5   (mgal)                       NAVD 88
 GK0226
 GK0226  VERT ORDER      -  SECOND    CLASS 0
 GK0226
 GK0226.The horizontal coordinates were scaled from a map and have
 GK0226.an estimated accuracy of +/- 6 seconds.
 GK0226
 GK0226.The orthometric height was determined by differential leveling and
 GK0226.adjusted by the NATIONAL GEODETIC SURVEY
 GK0226.in June 1991.
 GK0226
 GK0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0226.GEOID18 height accuracy estimate available here.
 GK0226
 GK0226.Click photographs - Photos may exist for this station.
 GK0226
 GK0226.The dynamic height is computed by dividing the NAVD 88
 GK0226.geopotential number by the normal gravity value computed on the
 GK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0226.degrees latitude (g = 980.6199 gals.).
 GK0226
 GK0226.The modeled gravity was interpolated from observed gravity values.
 GK0226
 GK0226;                    North         East    Units  Estimated Accuracy
 GK0226;SPC OK N     -   210,890.      358,590.      MT  (+/- 180 meters Scaled)
 GK0226
 GK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF477818(NAD 83)
 GK0226
 GK0226                          SUPERSEDED SURVEY CONTROL
 GK0226
 GK0226  NGVD 29 (??/??/92)  814.561  (m)         2672.44   (f) ADJ UNCH    2 0
 GK0226
 GK0226.Superseded values are not recommended for survey control.
 GK0226
 GK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0226.See file dsdata.pdf to determine how the superseded data were derived.
 GK0226
 GK0226_MARKER: DB = BENCH MARK DISK
 GK0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0226_SP_SET: FOUNDATION
 GK0226_STAMPING: X 107 1934
 GK0226_MARK LOGO: CGS
 GK0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0226
 GK0226  HISTORY     - Date     Condition        Report By
 GK0226  HISTORY     - 1934     MONUMENTED       CGS
 GK0226
 GK0226                          STATION DESCRIPTION
 GK0226
 GK0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0226'9.2 MI E FROM TURPIN.
 GK0226'9.2 MILES EAST OF HWY. CROSSING 0.3 MILE EAST TURPIN 60 FEET SOUTH OF
 GK0226'MAIN TRACK OF BEAVER MEADE AND ENGLEWOOD RAILROAD, SET IN NORTHWEST
 GK0226'CORNER OF NORTH WALL OF LIGHT GRAIN AND MILLING COMPANY ELEVATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0199 ***********************************************************************
 GJ0199  DESIGNATION -  X 108
 GJ0199  PID         -  GJ0199
 GJ0199  STATE/COUNTY-  OK/HARPER
 GJ0199  COUNTRY     -  US
 GJ0199  USGS QUAD   -  SELMAN SE (2018)
 GJ0199
 GJ0199                         *CURRENT SURVEY CONTROL
 GJ0199  ______________________________________________________________________
 GJ0199* NAD 83(1986) POSITION- 36 46 49.     (N) 099 19 11.     (W)   SCALED
 GJ0199* NAVD 88 ORTHO HEIGHT -   486.886 (meters)     1597.39  (feet) ADJUSTED
 GJ0199  ______________________________________________________________________
 GJ0199  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0199  DYNAMIC HEIGHT  -        486.435 (meters)     1595.91  (feet) COMP
 GJ0199  MODELED GRAVITY -    979,691.7   (mgal)                       NAVD 88
 GJ0199
 GJ0199  VERT ORDER      -  SECOND    CLASS 0
 GJ0199
 GJ0199.The horizontal coordinates were scaled from a map and have
 GJ0199.an estimated accuracy of +/- 6 seconds.
 GJ0199
 GJ0199.The orthometric height was determined by differential leveling and
 GJ0199.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0199.in June 1991.
 GJ0199
 GJ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0199.GEOID18 height accuracy estimate available here.
 GJ0199
 GJ0199.Click photographs - Photos may exist for this station.
 GJ0199
 GJ0199.The dynamic height is computed by dividing the NAVD 88
 GJ0199.geopotential number by the normal gravity value computed on the
 GJ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0199.degrees latitude (g = 980.6199 gals.).
 GJ0199
 GJ0199.The modeled gravity was interpolated from observed gravity values.
 GJ0199
 GJ0199;                    North         East    Units  Estimated Accuracy
 GJ0199;SPC OK N     -   198,330.      482,200.      MT  (+/- 180 meters Scaled)
 GJ0199
 GJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF714705(NAD 83)
 GJ0199
 GJ0199                          SUPERSEDED SURVEY CONTROL
 GJ0199
 GJ0199  NGVD 29 (??/??/92)  486.637  (m)         1596.57   (f) ADJ UNCH    2 0
 GJ0199
 GJ0199.Superseded values are not recommended for survey control.
 GJ0199
 GJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0199.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0199
 GJ0199_MARKER: DB = BENCH MARK DISK
 GJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0199_STAMPING: X 108 1934
 GJ0199_MARK LOGO: CGS
 GJ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0199+STABILITY: SURFACE MOTION
 GJ0199
 GJ0199  HISTORY     - Date     Condition        Report By
 GJ0199  HISTORY     - 1934     MONUMENTED       CGS
 GJ0199
 GJ0199                          STATION DESCRIPTION
 GJ0199
 GJ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0199'10.6 MI SE FROM SELMAN.
 GJ0199'10.6 MILES SOUTHEAST OF A.T. AND SF. RR. STATION AT SELMAN 1
 GJ0199'MILE WEST OF SALT SPRINGS, 0.2 MILE SOUTHWEST OF MILEPOST 33,
 GJ0199'75 FEET SOUTHEAST OF ATCHISON TOPEKA AND SANTA FE RAILROAD
 GJ0199'BRIDGE 33 A, 45 FEET SOUTH OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0220 ***********************************************************************
 GJ0220  DESIGNATION -  X 109
 GJ0220  PID         -  GJ0220
 GJ0220  STATE/COUNTY-  OK/WOODS
 GJ0220  COUNTRY     -  US
 GJ0220  USGS QUAD   -  SELMAN SE (2018)
 GJ0220
 GJ0220                         *CURRENT SURVEY CONTROL
 GJ0220  ______________________________________________________________________
 GJ0220* NAD 83(1986) POSITION- 36 52 26.     (N) 099 15 33.     (W)   SCALED
 GJ0220* NAVD 88 ORTHO HEIGHT -   568.545 (meters)     1865.30  (feet) ADJUSTED
 GJ0220  ______________________________________________________________________
 GJ0220  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 GJ0220  DYNAMIC HEIGHT  -        568.028 (meters)     1863.61  (feet) COMP
 GJ0220  MODELED GRAVITY -    979,705.0   (mgal)                       NAVD 88
 GJ0220
 GJ0220  VERT ORDER      -  SECOND    CLASS 0
 GJ0220
 GJ0220.The horizontal coordinates were scaled from a map and have
 GJ0220.an estimated accuracy of +/- 6 seconds.
 GJ0220
 GJ0220.The orthometric height was determined by differential leveling and
 GJ0220.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0220.in June 1991.
 GJ0220
 GJ0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0220.GEOID18 height accuracy estimate available here.
 GJ0220
 GJ0220.Click photographs - Photos may exist for this station.
 GJ0220
 GJ0220.The dynamic height is computed by dividing the NAVD 88
 GJ0220.geopotential number by the normal gravity value computed on the
 GJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0220.degrees latitude (g = 980.6199 gals.).
 GJ0220
 GJ0220.The modeled gravity was interpolated from observed gravity values.
 GJ0220
 GJ0220;                    North         East    Units  Estimated Accuracy
 GJ0220;SPC OK N     -   208,650.      487,740.      MT  (+/- 180 meters Scaled)
 GJ0220
 GJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF769809(NAD 83)
 GJ0220
 GJ0220                          SUPERSEDED SURVEY CONTROL
 GJ0220
 GJ0220  NGVD 29 (??/??/92)  568.297  (m)         1864.49   (f) ADJ UNCH    2 0
 GJ0220
 GJ0220.Superseded values are not recommended for survey control.
 GJ0220
 GJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0220.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0220
 GJ0220_MARKER: DB = BENCH MARK DISK
 GJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0220_STAMPING: X 109 1934
 GJ0220_MARK LOGO: CGS
 GJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0220+STABILITY: SURFACE MOTION
 GJ0220
 GJ0220  HISTORY     - Date     Condition        Report By
 GJ0220  HISTORY     - 1934     MONUMENTED       CGS
 GJ0220
 GJ0220                          STATION DESCRIPTION
 GJ0220
 GJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0220'14.4 MI NW FROM FREEDOM.
 GJ0220'14.4 MILES NORTHWEST OF FREEDOM A.T. AND SF. RR. STATION 2.1
 GJ0220'MILES NORTH OF HIGHWAYS 50 AND 64, 35 FEET WEST OF CENTER LINE
 GJ0220'OF HIGHWAY 50, 2 FEET EAST OF FENCE LINE, ON TOP OF KNOLL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0149 ***********************************************************************
 GJ0149  DESIGNATION -  X 110
 GJ0149  PID         -  GJ0149
 GJ0149  STATE/COUNTY-  OK/ALFALFA
 GJ0149  COUNTRY     -  US
 GJ0149  USGS QUAD   -  CAPRON (2018)
 GJ0149
 GJ0149                         *CURRENT SURVEY CONTROL
 GJ0149  ______________________________________________________________________
 GJ0149* NAD 83(1986) POSITION- 36 58 04.     (N) 098 31 36.     (W)   SCALED
 GJ0149* NAVD 88 ORTHO HEIGHT -   389.755 (meters)     1278.72  (feet) ADJUSTED
 GJ0149  ______________________________________________________________________
 GJ0149  GEOID HEIGHT    -        -28.344 (meters)                     GEOID18
 GJ0149  DYNAMIC HEIGHT  -        389.418 (meters)     1277.62  (feet) COMP
 GJ0149  MODELED GRAVITY -    979,755.0   (mgal)                       NAVD 88
 GJ0149
 GJ0149  VERT ORDER      -  SECOND    CLASS 0
 GJ0149
 GJ0149.The horizontal coordinates were scaled from a map and have
 GJ0149.an estimated accuracy of +/- 6 seconds.
 GJ0149
 GJ0149.The orthometric height was determined by differential leveling and
 GJ0149.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0149.in June 1991.
 GJ0149
 GJ0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0149.GEOID18 height accuracy estimate available here.
 GJ0149
 GJ0149.Click photographs - Photos may exist for this station.
 GJ0149
 GJ0149.The dynamic height is computed by dividing the NAVD 88
 GJ0149.geopotential number by the normal gravity value computed on the
 GJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0149.degrees latitude (g = 980.6199 gals.).
 GJ0149
 GJ0149.The modeled gravity was interpolated from observed gravity values.
 GJ0149
 GJ0149;                    North         East    Units  Estimated Accuracy
 GJ0149;SPC OK N     -   218,470.      553,100.      MT  (+/- 180 meters Scaled)
 GJ0149
 GJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF421914(NAD 83)
 GJ0149
 GJ0149                          SUPERSEDED SURVEY CONTROL
 GJ0149
 GJ0149  NGVD 29 (??/??/92)  389.572  (m)         1278.12   (f) ADJ UNCH    2 0
 GJ0149
 GJ0149.Superseded values are not recommended for survey control.
 GJ0149
 GJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0149.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0149
 GJ0149_MARKER: DB = BENCH MARK DISK
 GJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0149_STAMPING: X 110 1934
 GJ0149_MARK LOGO: CGS
 GJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0149+STABILITY: SURFACE MOTION
 GJ0149
 GJ0149  HISTORY     - Date     Condition        Report By
 GJ0149  HISTORY     - 1934     MONUMENTED       CGS
 GJ0149  HISTORY     - 1967     MARK NOT FOUND   USGS
 GJ0149
 GJ0149                          STATION DESCRIPTION
 GJ0149
 GJ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0149'4 MI SW FROM KIOWA.
 GJ0149'4.0 MILES SOUTHWEST OF KIOWA A.T. AND SF. RR. STATION 50 FEET
 GJ0149'WEST OF CENTER LINE OF SECTION LINE ROAD, 45 FEET SOUTH EAST
 GJ0149'OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 30 FEET
 GJ0149'SOUTH OF 8TH. POLE NORTHEAST OF MILEPOST 311.
 GJ0149
 GJ0149                          STATION RECOVERY (1967)
 GJ0149
 GJ0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GJ0149'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0081 ***********************************************************************
 GJ0081  DESIGNATION -  X 111
 GJ0081  PID         -  GJ0081
 GJ0081  STATE/COUNTY-  OK/MAJOR
 GJ0081  COUNTRY     -  US
 GJ0081  USGS QUAD   -  CLEO SPRINGS (2018)
 GJ0081
 GJ0081                         *CURRENT SURVEY CONTROL
 GJ0081  ______________________________________________________________________
 GJ0081* NAD 83(1986) POSITION- 36 26 54.     (N) 098 27 56.     (W)   SCALED
 GJ0081* NAVD 88 ORTHO HEIGHT -   388.492 (meters)     1274.58  (feet) ADJUSTED
 GJ0081  ______________________________________________________________________
 GJ0081  GEOID HEIGHT    -        -27.748 (meters)                     GEOID18
 GJ0081  DYNAMIC HEIGHT  -        388.146 (meters)     1273.44  (feet) COMP
 GJ0081  MODELED GRAVITY -    979,730.8   (mgal)                       NAVD 88
 GJ0081
 GJ0081  VERT ORDER      -  SECOND    CLASS 0
 GJ0081
 GJ0081.The horizontal coordinates were scaled from a map and have
 GJ0081.an estimated accuracy of +/- 6 seconds.
 GJ0081
 GJ0081.The orthometric height was determined by differential leveling and
 GJ0081.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0081.in June 1991.
 GJ0081
 GJ0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0081.GEOID18 height accuracy estimate available here.
 GJ0081
 GJ0081.Click photographs - Photos may exist for this station.
 GJ0081
 GJ0081.The dynamic height is computed by dividing the NAVD 88
 GJ0081.geopotential number by the normal gravity value computed on the
 GJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0081.degrees latitude (g = 980.6199 gals.).
 GJ0081
 GJ0081.The modeled gravity was interpolated from observed gravity values.
 GJ0081
 GJ0081;                    North         East    Units  Estimated Accuracy
 GJ0081;SPC OK N     -   160,800.      558,270.      MT  (+/- 180 meters Scaled)
 GJ0081
 GJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF478338(NAD 83)
 GJ0081
 GJ0081                          SUPERSEDED SURVEY CONTROL
 GJ0081
 GJ0081  NGVD 29 (??/??/92)  388.328  (m)         1274.04   (f) ADJ UNCH    2 0
 GJ0081
 GJ0081.Superseded values are not recommended for survey control.
 GJ0081
 GJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0081.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0081
 GJ0081_MARKER: DB = BENCH MARK DISK
 GJ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0081_STAMPING: X 111 1935
 GJ0081_MARK LOGO: CGS
 GJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0081+STABILITY: SURFACE MOTION
 GJ0081
 GJ0081  HISTORY     - Date     Condition        Report By
 GJ0081  HISTORY     - 1935     MONUMENTED       CGS
 GJ0081  HISTORY     - 19960723 MARK NOT FOUND   OKDOT
 GJ0081
 GJ0081                          STATION DESCRIPTION
 GJ0081
 GJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0081'4.3 MI S FROM ALINE.
 GJ0081'4.3 MILES SOUTH OF A.T. AND SF. RR. STATION AT ALINE 0.65 MILE
 GJ0081'SOUTHWEST OF MILEPOST 323, 48 FEET SOUTH OF CENTERLINE OF
 GJ0081'SECTION LINE ROAD, 36 FEET WEST OF CENTERLINE OF ATCHISON
 GJ0081'TOPEKA AND SANTA FE TRACK.
 GJ0081
 GJ0081                          STATION RECOVERY (1996)
 GJ0081
 GJ0081'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GJ0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0234 ***********************************************************************
 FK0234  DESIGNATION -  X 112
 FK0234  PID         -  FK0234
 FK0234  STATE/COUNTY-  OK/DEWEY
 FK0234  COUNTRY     -  US
 FK0234  USGS QUAD   -  FAY (2018)
 FK0234
 FK0234                         *CURRENT SURVEY CONTROL
 FK0234  ______________________________________________________________________
 FK0234* NAD 83(1986) POSITION- 35 49 53.     (N) 098 44 18.     (W)   SCALED
 FK0234* NAVD 88 ORTHO HEIGHT -   487.833 (meters)     1600.50  (feet) ADJUSTED
 FK0234  ______________________________________________________________________
 FK0234  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 FK0234  DYNAMIC HEIGHT  -        487.358 (meters)     1598.94  (feet) COMP
 FK0234  MODELED GRAVITY -    979,645.3   (mgal)                       NAVD 88
 FK0234
 FK0234  VERT ORDER      -  SECOND    CLASS 0
 FK0234
 FK0234.The horizontal coordinates were scaled from a map and have
 FK0234.an estimated accuracy of +/- 6 seconds.
 FK0234
 FK0234.The orthometric height was determined by differential leveling and
 FK0234.adjusted by the NATIONAL GEODETIC SURVEY
 FK0234.in June 1991.
 FK0234
 FK0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0234.GEOID18 height accuracy estimate available here.
 FK0234
 FK0234.Click photographs - Photos may exist for this station.
 FK0234
 FK0234.The dynamic height is computed by dividing the NAVD 88
 FK0234.geopotential number by the normal gravity value computed on the
 FK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0234.degrees latitude (g = 980.6199 gals.).
 FK0234
 FK0234.The modeled gravity was interpolated from observed gravity values.
 FK0234
 FK0234;                    North         East    Units  Estimated Accuracy
 FK0234;SPC OK N     -    92,500.      533,290.      MT  (+/- 180 meters Scaled)
 FK0234
 FK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE236652(NAD 83)
 FK0234
 FK0234                          SUPERSEDED SURVEY CONTROL
 FK0234
 FK0234  NGVD 29 (??/??/92)  487.622  (m)         1599.81   (f) ADJ UNCH    2 0
 FK0234
 FK0234.Superseded values are not recommended for survey control.
 FK0234
 FK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0234.See file dsdata.pdf to determine how the superseded data were derived.
 FK0234
 FK0234_MARKER: DB = BENCH MARK DISK
 FK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0234_STAMPING: X 112 1935
 FK0234_MARK LOGO: CGS
 FK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0234+STABILITY: SURFACE MOTION
 FK0234
 FK0234  HISTORY     - Date     Condition        Report By
 FK0234  HISTORY     - 1935     MONUMENTED       CGS
 FK0234  HISTORY     - 1961     MARK NOT FOUND   CGS
 FK0234
 FK0234                          STATION DESCRIPTION
 FK0234
 FK0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0234'6.6 MI N FROM THOMAS.
 FK0234'6.6 MILES NORTH OF HIGH SCHOOL AT THOMAS 0.3 MILE NORTHWEST OF
 FK0234'MILEPOST 373, 50 FEET SOUTHEAST OF SOUTH END OF CUT OF SOUTH
 FK0234'BANK OF CANADIAN RIVER, 30 FEET SOUTHEAST OF ROAD CROSSING
 FK0234'TRACK, 15 FEET NORTHEAST OF NEAREST RAIL OF ATCHISON TOPEKA AND
 FK0234'SANTA FE TRACK.
 FK0234
 FK0234                          STATION RECOVERY (1961)
 FK0234
 FK0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FK0234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0352 ***********************************************************************
 GH0352  DESIGNATION -  X 130
 GH0352  PID         -  GH0352
 GH0352  STATE/COUNTY-  OK/NOBLE
 GH0352  COUNTRY     -  US
 GH0352  USGS QUAD   -  RED ROCK (2018)
 GH0352
 GH0352                         *CURRENT SURVEY CONTROL
 GH0352  ______________________________________________________________________
 GH0352* NAD 83(1986) POSITION- 36 23 02.     (N) 097 10 58.     (W)   SCALED
 GH0352* NAVD 88 ORTHO HEIGHT -   314.373 (meters)     1031.41  (feet) ADJUSTED
 GH0352  ______________________________________________________________________
 GH0352  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 GH0352  DYNAMIC HEIGHT  -        314.097 (meters)     1030.50  (feet) COMP
 GH0352  MODELED GRAVITY -    979,744.6   (mgal)                       NAVD 88
 GH0352
 GH0352  VERT ORDER      -  SECOND    CLASS 0
 GH0352
 GH0352.The horizontal coordinates were scaled from a map and have
 GH0352.an estimated accuracy of +/- 6 seconds.
 GH0352
 GH0352.The orthometric height was determined by differential leveling and
 GH0352.adjusted by the NATIONAL GEODETIC SURVEY
 GH0352.in June 1991.
 GH0352
 GH0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0352.GEOID18 height accuracy estimate available here.
 GH0352
 GH0352.Click photographs - Photos may exist for this station.
 GH0352
 GH0352.The dynamic height is computed by dividing the NAVD 88
 GH0352.geopotential number by the normal gravity value computed on the
 GH0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0352.degrees latitude (g = 980.6199 gals.).
 GH0352
 GH0352.The modeled gravity was interpolated from observed gravity values.
 GH0352
 GH0352;                    North         East    Units  Estimated Accuracy
 GH0352;SPC OK N     -   153,860.      673,320.      MT  (+/- 180 meters Scaled)
 GH0352
 GH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF629280(NAD 83)
 GH0352
 GH0352                          SUPERSEDED SURVEY CONTROL
 GH0352
 GH0352  NGVD 29 (??/??/92)  314.246  (m)         1030.99   (f) ADJ UNCH    2 0
 GH0352
 GH0352.Superseded values are not recommended for survey control.
 GH0352
 GH0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0352.See file dsdata.pdf to determine how the superseded data were derived.
 GH0352
 GH0352_MARKER: DB = BENCH MARK DISK
 GH0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0352_STAMPING: X 130 1934
 GH0352_MARK LOGO: CGS
 GH0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0352+STABILITY: SURFACE MOTION
 GH0352
 GH0352  HISTORY     - Date     Condition        Report By
 GH0352  HISTORY     - 1934     MONUMENTED       CGS
 GH0352
 GH0352                          STATION DESCRIPTION
 GH0352
 GH0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0352'3.7 MI N FROM BLACK BEAR.
 GH0352'3.7 MILES NORTH OF, ALONG A.T. AND S.F.RY. FROM STATION.
 GH0352'ABOUT 3.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0352'RAILWAY FROM THE STATION AT BLACK BEAR, NOBLE COUNTY, ABOUT
 GH0352'75 FEET WEST OF THE STATION SIGNBOARD AT OTOE, ABOUT 0.3 MILE
 GH0352'NORTHEAST OF MILEPOST 313, AT A DIRT-ROAD CROSSING, 42 FEET NORTHWEST
 GH0352'OF THE CENTER LINE OF THE MAIN TRACK, 25 FEET SOUTHEAST
 GH0352'OF THE CENTER LINE OF THE ROAD, AND 3.9 FEET SOUTHEAST OF POLE 4501.
 GH0352'A STANDARD DISK, STAMPED X 130 1934 AND SET IN THE TOP OF A
 GH0352'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0053 ***********************************************************************
 GH0053  DESIGNATION -  X 131
 GH0053  PID         -  GH0053
 GH0053  STATE/COUNTY-  OK/OSAGE
 GH0053  COUNTRY     -  US
 GH0053  USGS QUAD   -  BLUESTEM LAKE (2018)
 GH0053
 GH0053                         *CURRENT SURVEY CONTROL
 GH0053  ______________________________________________________________________
 GH0053* NAD 83(1986) POSITION- 36 40 50.     (N) 096 29 18.     (W)   SCALED
 GH0053* NAVD 88 ORTHO HEIGHT -   308.384 (meters)     1011.76  (feet) ADJUSTED
 GH0053  ______________________________________________________________________
 GH0053  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 GH0053  DYNAMIC HEIGHT  -        308.129 (meters)     1010.92  (feet) COMP
 GH0053  MODELED GRAVITY -    979,797.2   (mgal)                       NAVD 88
 GH0053
 GH0053  VERT ORDER      -  SECOND    CLASS 0
 GH0053
 GH0053.The horizontal coordinates were scaled from a map and have
 GH0053.an estimated accuracy of +/- 6 seconds.
 GH0053
 GH0053.The orthometric height was determined by differential leveling and
 GH0053.adjusted by the NATIONAL GEODETIC SURVEY
 GH0053.in June 1991.
 GH0053
 GH0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0053.GEOID18 height accuracy estimate available here.
 GH0053
 GH0053.Click photographs - Photos may exist for this station.
 GH0053
 GH0053.The dynamic height is computed by dividing the NAVD 88
 GH0053.geopotential number by the normal gravity value computed on the
 GH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0053.degrees latitude (g = 980.6199 gals.).
 GH0053
 GH0053.The modeled gravity was interpolated from observed gravity values.
 GH0053
 GH0053;                    North         East    Units  Estimated Accuracy
 GH0053;SPC OK N     -   187,520.      735,110.      MT  (+/- 180 meters Scaled)
 GH0053
 GH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF244623(NAD 83)
 GH0053
 GH0053                          SUPERSEDED SURVEY CONTROL
 GH0053
 GH0053  NGVD 29 (??/??/92)  308.271  (m)         1011.39   (f) ADJ UNCH    2 0
 GH0053
 GH0053.Superseded values are not recommended for survey control.
 GH0053
 GH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0053.See file dsdata.pdf to determine how the superseded data were derived.
 GH0053
 GH0053_MARKER: DB = BENCH MARK DISK
 GH0053_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0053_STAMPING: X 131 1934
 GH0053_MARK LOGO: CGS
 GH0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0053
 GH0053  HISTORY     - Date     Condition        Report By
 GH0053  HISTORY     - 1934     MONUMENTED       CGS
 GH0053  HISTORY     - 1972     GOOD             USGS
 GH0053
 GH0053                          STATION DESCRIPTION
 GH0053
 GH0053'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GH0053'9.1 MI W FROM PAWHUSKA.
 GH0053'PAWHUSKA, ABOUT 9.1 MI WEST ALONG U.S. HIGHWAY 60 FROM THE FIRST
 GH0053'NATIONAL BANK BUILDING IN PAWHUSKA, T.25 N., R. 8 E., IN SECTION
 GH0053'6, 259 FT WEST OF A PRIVATE DRIVE NORTH AND 88 FT SOUTH OF
 GH0053'CENTERLINE OF U.S. HIGHWAY 60 (NEW HIGHWAY), 39 FT EAST OF POLE
 GH0053'NUMBER 342 AND 5 FT. N. OF A FENCE, A STANDARD TABLET SET IN A
 GH0053'CONCRETE POST STAMPED X-131 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0009 ***********************************************************************
 GH0009  DESIGNATION -  X 132
 GH0009  PID         -  GH0009
 GH0009  STATE/COUNTY-  OK/OSAGE
 GH0009  COUNTRY     -  US
 GH0009  USGS QUAD   -  PAWHUSKA (2018)
 GH0009
 GH0009                         *CURRENT SURVEY CONTROL
 GH0009  ______________________________________________________________________
 GH0009* NAD 83(1986) POSITION- 36 42 22.     (N) 096 22 15.     (W)   SCALED
 GH0009* NAVD 88 ORTHO HEIGHT -   255.728 (meters)      839.00  (feet) ADJUSTED
 GH0009  ______________________________________________________________________
 GH0009  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 GH0009  DYNAMIC HEIGHT  -        255.519 (meters)      838.32  (feet) COMP
 GH0009  MODELED GRAVITY -    979,809.5   (mgal)                       NAVD 88
 GH0009
 GH0009  VERT ORDER      -  SECOND    CLASS 0
 GH0009
 GH0009.The horizontal coordinates were scaled from a map and have
 GH0009.an estimated accuracy of +/- 6 seconds.
 GH0009
 GH0009.The orthometric height was determined by differential leveling and
 GH0009.adjusted by the NATIONAL GEODETIC SURVEY
 GH0009.in June 1991.
 GH0009
 GH0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0009.GEOID18 height accuracy estimate available here.
 GH0009
 GH0009.Click photographs - Photos may exist for this station.
 GH0009
 GH0009.The dynamic height is computed by dividing the NAVD 88
 GH0009.geopotential number by the normal gravity value computed on the
 GH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0009.degrees latitude (g = 980.6199 gals.).
 GH0009
 GH0009.The modeled gravity was interpolated from observed gravity values.
 GH0009
 GH0009;                    North         East    Units  Estimated Accuracy
 GH0009;SPC OK N     -   190,530.      745,560.      MT  (+/- 180 meters Scaled)
 GH0009
 GH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF348654(NAD 83)
 GH0009
 GH0009                          SUPERSEDED SURVEY CONTROL
 GH0009
 GH0009  NGVD 29 (??/??/92)  255.614  (m)          838.63   (f) ADJ UNCH    2 0
 GH0009
 GH0009.Superseded values are not recommended for survey control.
 GH0009
 GH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0009.See file dsdata.pdf to determine how the superseded data were derived.
 GH0009
 GH0009_MARKER: DB = BENCH MARK DISK
 GH0009_SETTING: 66 = SET IN ROCK OUTCROP
 GH0009_STAMPING: X 132 1934
 GH0009_MARK LOGO: CGS
 GH0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GH0009+STABILITY: POSITION/ELEVATION WELL
 GH0009
 GH0009  HISTORY     - Date     Condition        Report By
 GH0009  HISTORY     - 1934     MONUMENTED       CGS
 GH0009
 GH0009                          STATION DESCRIPTION
 GH0009
 GH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0009'3.9 MI N FROM PAWHUSKA.
 GH0009'3.9 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 GH0009'AT PAWHUSKA, OSAGE COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 205,
 GH0009'135 FEET SOUTH OF A CULVERT AT THE MIDDLE OF A CURVE, 45 FEET
 GH0009'NORTH OF THE SOUTH END OF THE CURVE, 12 FEET EAST OF THE CENTER
 GH0009'LINE OF THE TRACK, IN THE SIDE OF A 25-FOOT SANDSTONE CUT, AND
 GH0009'ABOUT 4 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED X 132 1934
 GH0009'AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0279 ***********************************************************************
 GG0279  DESIGNATION -  X 134
 GG0279  PID         -  GG0279
 GG0279  STATE/COUNTY-  OK/CRAIG
 GG0279  COUNTRY     -  US
 GG0279  USGS QUAD   -  VINITA (2019)
 GG0279
 GG0279                         *CURRENT SURVEY CONTROL
 GG0279  ______________________________________________________________________
 GG0279* NAD 83(1986) POSITION- 36 38 19.     (N) 095 09 33.     (W)   SCALED
 GG0279* NAVD 88 ORTHO HEIGHT -   216.638 (meters)      710.75  (feet) ADJUSTED
 GG0279  ______________________________________________________________________
 GG0279  GEOID HEIGHT    -        -29.318 (meters)                     GEOID18
 GG0279  DYNAMIC HEIGHT  -        216.458 (meters)      710.16  (feet) COMP
 GG0279  MODELED GRAVITY -    979,793.2   (mgal)                       NAVD 88
 GG0279
 GG0279  VERT ORDER      -  SECOND    CLASS 0
 GG0279
 GG0279.The horizontal coordinates were scaled from a map and have
 GG0279.an estimated accuracy of +/- 6 seconds.
 GG0279
 GG0279.The orthometric height was determined by differential leveling and
 GG0279.adjusted by the NATIONAL GEODETIC SURVEY
 GG0279.in June 1991.
 GG0279
 GG0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0279.GEOID18 height accuracy estimate available here.
 GG0279
 GG0279.Click photographs - Photos may exist for this station.
 GG0279
 GG0279.The dynamic height is computed by dividing the NAVD 88
 GG0279.geopotential number by the normal gravity value computed on the
 GG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0279.degrees latitude (g = 980.6199 gals.).
 GG0279
 GG0279.The modeled gravity was interpolated from observed gravity values.
 GG0279
 GG0279;                    North         East    Units  Estimated Accuracy
 GG0279;SPC OK N     -   185,530.      854,020.      MT  (+/- 180 meters Scaled)
 GG0279
 GG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA069569(NAD 83)
 GG0279
 GG0279                          SUPERSEDED SURVEY CONTROL
 GG0279
 GG0279  NGVD 29 (??/??/92)  216.526  (m)          710.39   (f) ADJ UNCH    2 0
 GG0279
 GG0279.Superseded values are not recommended for survey control.
 GG0279
 GG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0279.See file dsdata.pdf to determine how the superseded data were derived.
 GG0279
 GG0279_MARKER: DB = BENCH MARK DISK
 GG0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0279_SP_SET: BUILDING
 GG0279_STAMPING: X 134 1934
 GG0279_MARK LOGO: CGS
 GG0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0279
 GG0279  HISTORY     - Date     Condition        Report By
 GG0279  HISTORY     - 1934     MONUMENTED       CGS
 GG0279  HISTORY     - 1940     GOOD             CGS
 GG0279  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0279  HISTORY     - 20120725 MARK NOT FOUND   GEOCAC
 GG0279
 GG0279                          STATION DESCRIPTION
 GG0279
 GG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GG0279'AT VINITA.
 GG0279'AT VINITA, CRAIG COUNTY, 145 FEET WEST OF THE CENTERLINE OF WEST
 GG0279'CANADIAN AVE., 145 FEET WEST OF THE CENTERLINE OF SOUTH SMITH
 GG0279'STREET, AT THE HIGH SCHOOL, IN THE FACE OF THE SOUTH BRICK WALL,
 GG0279'2.3 FEET WEST OF THE SOUTHEAST CORNER OF THE HIGH SCHOOL, AND
 GG0279'4 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED X 134
 GG0279'1934.
 GG0279
 GG0279                          STATION RECOVERY (1988)
 GG0279
 GG0279'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0279'MARK NOT FOUND.
 GG0279
 GG0279                          STATION RECOVERY (2012)
 GG0279
 GG0279'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0271 ***********************************************************************
 GG0271  DESIGNATION -  X 135
 GG0271  PID         -  GG0271
 GG0271  STATE/COUNTY-  OK/CRAIG
 GG0271  COUNTRY     -  US
 GG0271  USGS QUAD   -  CHELSEA NW (2019)
 GG0271
 GG0271                         *CURRENT SURVEY CONTROL
 GG0271  ______________________________________________________________________
 GG0271* NAD 83(1986) POSITION- 36 41 32.     (N) 095 22 46.     (W)   SCALED
 GG0271* NAVD 88 ORTHO HEIGHT -   249.781 (meters)      819.49  (feet) ADJUSTED
 GG0271  ______________________________________________________________________
 GG0271  GEOID HEIGHT    -        -29.367 (meters)                     GEOID18
 GG0271  DYNAMIC HEIGHT  -        249.574 (meters)      818.81  (feet) COMP
 GG0271  MODELED GRAVITY -    979,796.6   (mgal)                       NAVD 88
 GG0271
 GG0271  VERT ORDER      -  SECOND    CLASS 0
 GG0271
 GG0271.The horizontal coordinates were scaled from a map and have
 GG0271.an estimated accuracy of +/- 6 seconds.
 GG0271
 GG0271.The orthometric height was determined by differential leveling and
 GG0271.adjusted by the NATIONAL GEODETIC SURVEY
 GG0271.in June 1991.
 GG0271
 GG0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0271.GEOID18 height accuracy estimate available here.
 GG0271
 GG0271.Click photographs - Photos may exist for this station.
 GG0271
 GG0271.The dynamic height is computed by dividing the NAVD 88
 GG0271.geopotential number by the normal gravity value computed on the
 GG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0271.degrees latitude (g = 980.6199 gals.).
 GG0271
 GG0271.The modeled gravity was interpolated from observed gravity values.
 GG0271
 GG0271;                    North         East    Units  Estimated Accuracy
 GG0271;SPC OK N     -   190,920.      834,170.      MT  (+/- 180 meters Scaled)
 GG0271
 GG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA874633(NAD 83)
 GG0271
 GG0271                          SUPERSEDED SURVEY CONTROL
 GG0271
 GG0271  NGVD 29 (??/??/92)  249.658  (m)          819.09   (f) ADJ UNCH    2 0
 GG0271
 GG0271.Superseded values are not recommended for survey control.
 GG0271
 GG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0271.See file dsdata.pdf to determine how the superseded data were derived.
 GG0271
 GG0271_MARKER: DB = BENCH MARK DISK
 GG0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0271_STAMPING: X 135 1934
 GG0271_MARK LOGO: CGS
 GG0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0271+STABILITY: SURFACE MOTION
 GG0271
 GG0271  HISTORY     - Date     Condition        Report By
 GG0271  HISTORY     - 1934     MONUMENTED       CGS
 GG0271
 GG0271                          STATION DESCRIPTION
 GG0271
 GG0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0271'3.9 MI W FROM ESTELLA.
 GG0271'3.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GG0271'ESTELLA, CRAIG COUNTY, 1.4 MILES SOUTHEAST OF THE PUBLIC SCHOOL
 GG0271'AT ROSS, 0.2 MILE SOUTH OF THE CONCRETE BRIDGE OVER A CREEK,
 GG0271'34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET NORTH
 GG0271'OF THE SOUTHWEST CORNER OF A FENCE, AND 2 FEET EAST OF A FENCE.
 GG0271'A STANDARD DISK, STAMPED X 135 1934 AND SET IN THE TOP OF
 GG0271'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0164 ***********************************************************************
 GH0164  DESIGNATION -  X 136
 GH0164  PID         -  GH0164
 GH0164  STATE/COUNTY-  OK/PAWNEE
 GH0164  COUNTRY     -  US
 GH0164  USGS QUAD   -  BLACKBURN (2018)
 GH0164
 GH0164                         *CURRENT SURVEY CONTROL
 GH0164  ______________________________________________________________________
 GH0164* NAD 83(1986) POSITION- 36 16 32.86   (N) 096 30 33.08   (W)   HD_HELD1
 GH0164* NAVD 88 ORTHO HEIGHT -   262.354 (meters)      860.74  (feet) ADJUSTED
 GH0164  ______________________________________________________________________
 GH0164  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 GH0164  DYNAMIC HEIGHT  -        262.128 (meters)      860.00  (feet) COMP
 GH0164  MODELED GRAVITY -    979,762.7   (mgal)                       NAVD 88
 GH0164
 GH0164  VERT ORDER      -  SECOND    CLASS 0
 GH0164
 GH0164.The horizontal coordinates were determined by differentially corrected
 GH0164.hand held GPS observations or other comparable positioning techniques
 GH0164.and have an estimated accuracy of +/- 3 meters.
 GH0164
 GH0164.The orthometric height was determined by differential leveling and
 GH0164.adjusted by the NATIONAL GEODETIC SURVEY
 GH0164.in June 1991.
 GH0164
 GH0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0164.GEOID18 height accuracy estimate available here.
 GH0164
 GH0164.Click photographs - Photos may exist for this station.
 GH0164
 GH0164.The dynamic height is computed by dividing the NAVD 88
 GH0164.geopotential number by the normal gravity value computed on the
 GH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0164.degrees latitude (g = 980.6199 gals.).
 GH0164
 GH0164.The modeled gravity was interpolated from observed gravity values.
 GH0164
 GH0164;                    North         East    Units  Estimated Accuracy
 GH0164;SPC OK N     -   142,581.9     733,935.1     MT  (+/- 3 meters HH1 GPS) 
 GH0164
 GH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF2372717417(NAD 83)
 GH0164
 GH0164                          SUPERSEDED SURVEY CONTROL
 GH0164
 GH0164  NGVD 29 (??/??/92)  262.249  (m)          860.40   (f) ADJ UNCH    2 0
 GH0164
 GH0164.Superseded values are not recommended for survey control.
 GH0164
 GH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0164.See file dsdata.pdf to determine how the superseded data were derived.
 GH0164
 GH0164_MARKER: DB = BENCH MARK DISK
 GH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0164_STAMPING: X 136 1934
 GH0164_MARK LOGO: CGS
 GH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0164+STABILITY: SURFACE MOTION
 GH0164
 GH0164  HISTORY     - Date     Condition        Report By
 GH0164  HISTORY     - 1934     MONUMENTED       CGS
 GH0164
 GH0164                          STATION DESCRIPTION
 GH0164
 GH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0164'3.5 MI SW FROM CLEVELAND.
 GH0164'3.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0164'FROM THE STATION AT CLEVELAND, PAWNEE COUNTY, 1080 FEET NORTH
 GH0164'OF MILEPOST 252, 3.2 FEET WEST OF THE SIXTH POLE NORTH OF
 GH0164'MILEPOST 252, AT A GRAVEL-ROAD CROSSING, 45 FEET NORTH OF THE
 GH0164'CENTERLINE OF THE ROAD, AND 36.4 FEET WEST OF THE CENTERLINE
 GH0164'OF THE TRACK.  A STANDARD DISK, STAMPED X 136 1934 AND SET
 GH0164'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0717 ***********************************************************************
 FH0717  DESIGNATION -  X 137
 FH0717  PID         -  FH0717
 FH0717  STATE/COUNTY-  OK/WAGONER
 FH0717  COUNTRY     -  US
 FH0717  USGS QUAD   -  COWETA (2018)
 FH0717
 FH0717                         *CURRENT SURVEY CONTROL
 FH0717  ______________________________________________________________________
 FH0717* NAD 83(1986) POSITION- 35 58 25.     (N) 095 39 42.     (W)   SCALED
 FH0717* NAVD 88 ORTHO HEIGHT -   194.968 (meters)      639.66  (feet) ADJUSTED
 FH0717  ______________________________________________________________________
 FH0717  GEOID HEIGHT    -        -29.235 (meters)                     GEOID18
 FH0717  DYNAMIC HEIGHT  -        194.795 (meters)      639.09  (feet) COMP
 FH0717  MODELED GRAVITY -    979,740.9   (mgal)                       NAVD 88
 FH0717
 FH0717  VERT ORDER      -  SECOND    CLASS 0
 FH0717
 FH0717.The horizontal coordinates were scaled from a map and have
 FH0717.an estimated accuracy of +/- 6 seconds.
 FH0717
 FH0717.The orthometric height was determined by differential leveling and
 FH0717.adjusted by the NATIONAL GEODETIC SURVEY
 FH0717.in June 1991.
 FH0717
 FH0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0717.GEOID18 height accuracy estimate available here.
 FH0717
 FH0717.Click photographs - Photos may exist for this station.
 FH0717
 FH0717.The dynamic height is computed by dividing the NAVD 88
 FH0717.geopotential number by the normal gravity value computed on the
 FH0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0717.degrees latitude (g = 980.6199 gals.).
 FH0717
 FH0717.The modeled gravity was interpolated from observed gravity values.
 FH0717
 FH0717;                    North         East    Units  Estimated Accuracy
 FH0717;SPC OK N     -   110,560.      810,870.      MT  (+/- 180 meters Scaled)
 FH0717
 FH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV600842(NAD 83)
 FH0717
 FH0717                          SUPERSEDED SURVEY CONTROL
 FH0717
 FH0717  NGVD 29 (??/??/92)  194.852  (m)          639.28   (f) ADJ UNCH    2 0
 FH0717
 FH0717.Superseded values are not recommended for survey control.
 FH0717
 FH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0717.See file dsdata.pdf to determine how the superseded data were derived.
 FH0717
 FH0717_MARKER: DB = BENCH MARK DISK
 FH0717_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0717_STAMPING: X 137 1934
 FH0717_MARK LOGO: CGS
 FH0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0717
 FH0717  HISTORY     - Date     Condition        Report By
 FH0717  HISTORY     - 1934     MONUMENTED       CGS
 FH0717  HISTORY     - 1960     GOOD             CGS
 FH0717  HISTORY     - 20070723 MARK NOT FOUND   OKDOT
 FH0717
 FH0717                          STATION DESCRIPTION
 FH0717
 FH0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0717'2 MI NW FROM COWETA.
 FH0717'2.0 MILES NORTHWEST OF, ALONG M.K.T.RY. FROM STATION.  ABOUT
 FH0717'720 FEET SOUTH OF M.P. 301, 45 FEET NORTH OF CENTERLINE OF
 FH0717'EAST-WEST DIRT ROAD CROSSING, 3O.7 FEET EAST OF CENTERLINE OF
 FH0717'MISSOURI, KANSAS, TEXAS R.R., 6.4 FEET NORTH OF FOURTH TELEGRAPH
 FH0717'POLE SOUTH OF M.P. 301.  TABLET SET IN PRECAST CONCRETE POST.
 FH0717
 FH0717                          STATION RECOVERY (1960)
 FH0717
 FH0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0717'RECOVERED IN GOOD CONDITION.
 FH0717
 FH0717                          STATION RECOVERY (2007)
 FH0717
 FH0717'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2007 (BIW)
 FH0717'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0243 ***********************************************************************
 FJ0243  DESIGNATION -  X 138
 FJ0243  PID         -  FJ0243
 FJ0243  STATE/COUNTY-  OK/CREEK
 FJ0243  COUNTRY     -  US
 FJ0243  USGS QUAD   -  DEPEW (2018)
 FJ0243
 FJ0243                         *CURRENT SURVEY CONTROL
 FJ0243  ______________________________________________________________________
 FJ0243* NAD 83(1986) POSITION- 35 45 18.     (N) 096 33 56.     (W)   SCALED
 FJ0243* NAVD 88 ORTHO HEIGHT -   246.942 (meters)      810.18  (feet) ADJUSTED
 FJ0243  ______________________________________________________________________
 FJ0243  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 FJ0243  DYNAMIC HEIGHT  -        246.716 (meters)      809.43  (feet) COMP
 FJ0243  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 FJ0243
 FJ0243  VERT ORDER      -  SECOND    CLASS 0
 FJ0243
 FJ0243.The horizontal coordinates were scaled from a map and have
 FJ0243.an estimated accuracy of +/- 6 seconds.
 FJ0243
 FJ0243.The orthometric height was determined by differential leveling and
 FJ0243.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0243.in June 1991.
 FJ0243
 FJ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0243.GEOID18 height accuracy estimate available here.
 FJ0243
 FJ0243.Click photographs - Photos may exist for this station.
 FJ0243
 FJ0243.The dynamic height is computed by dividing the NAVD 88
 FJ0243.geopotential number by the normal gravity value computed on the
 FJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0243.degrees latitude (g = 980.6199 gals.).
 FJ0243
 FJ0243.The modeled gravity was interpolated from observed gravity values.
 FJ0243
 FJ0243;                    North         East    Units  Estimated Accuracy
 FJ0243;SPC OK N     -    84,730.      729,730.      MT  (+/- 180 meters Scaled)
 FJ0243
 FJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE201595(NAD 83)
 FJ0243
 FJ0243                          SUPERSEDED SURVEY CONTROL
 FJ0243
 FJ0243  NGVD 29 (??/??/92)  246.837  (m)          809.83   (f) ADJ UNCH    2 0
 FJ0243
 FJ0243.Superseded values are not recommended for survey control.
 FJ0243
 FJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0243.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0243
 FJ0243_MARKER: DB = BENCH MARK DISK
 FJ0243_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0243_STAMPING: X 138 1934
 FJ0243_MARK LOGO: CGS
 FJ0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0243
 FJ0243  HISTORY     - Date     Condition        Report By
 FJ0243  HISTORY     - 1934     MONUMENTED       CGS
 FJ0243  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0243
 FJ0243                          STATION DESCRIPTION
 FJ0243
 FJ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0243'AT MILFAY.
 FJ0243'270 FEET NORTHEAST OF M.P. 472, 200 FEET NORTHEAST OF NORTHEAST
 FJ0243'END OF ST. LOUIS AND SAN FRANCISCO RY. STATION, 87 FEET NORTHWEST
 FJ0243'OF INTERSECTION OF CENTERLINES OF SECTION ROADS, 57.6 FEET
 FJ0243'SOUTHEAST OF CENTERLINE OF S.L. AND S.F.RY. TRACK, 3.5 FEET
 FJ0243'NORTHWEST OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE
 FJ0243'POST.
 FJ0243
 FJ0243                          STATION RECOVERY (1973)
 FJ0243
 FJ0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0532 ***********************************************************************
 FH0532  DESIGNATION -  X 139
 FH0532  PID         -  FH0532
 FH0532  STATE/COUNTY-  OK/MUSKOGEE
 FH0532  COUNTRY     -  US
 FH0532  USGS QUAD   -  SOUTHWEST MUSKOGEE (2018)
 FH0532
 FH0532                         *CURRENT SURVEY CONTROL
 FH0532  ______________________________________________________________________
 FH0532* NAD 83(1986) POSITION- 35 42 17.     (N) 095 29 11.     (W)   SCALED
 FH0532* NAVD 88 ORTHO HEIGHT -   178.636 (meters)      586.07  (feet) ADJUSTED
 FH0532  ______________________________________________________________________
 FH0532  GEOID HEIGHT    -        -29.504 (meters)                     GEOID18
 FH0532  DYNAMIC HEIGHT  -        178.473 (meters)      585.54  (feet) COMP
 FH0532  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 FH0532
 FH0532  VERT ORDER      -  SECOND    CLASS 0
 FH0532
 FH0532.The horizontal coordinates were scaled from a map and have
 FH0532.an estimated accuracy of +/- 6 seconds.
 FH0532
 FH0532.The orthometric height was determined by differential leveling and
 FH0532.adjusted by the NATIONAL GEODETIC SURVEY
 FH0532.in June 1991.
 FH0532
 FH0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0532.GEOID18 height accuracy estimate available here.
 FH0532
 FH0532.Click photographs - Photos may exist for this station.
 FH0532
 FH0532.The dynamic height is computed by dividing the NAVD 88
 FH0532.geopotential number by the normal gravity value computed on the
 FH0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0532.degrees latitude (g = 980.6199 gals.).
 FH0532
 FH0532.The modeled gravity was interpolated from observed gravity values.
 FH0532
 FH0532;                    North         East    Units  Estimated Accuracy
 FH0532;SPC OK N     -    81,140.      827,450.      MT  (+/- 180 meters Scaled)
 FH0532
 FH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV750540(NAD 83)
 FH0532
 FH0532                          SUPERSEDED SURVEY CONTROL
 FH0532
 FH0532  NGVD 29 (??/??/92)  178.522  (m)          585.70   (f) ADJ UNCH    2 0
 FH0532
 FH0532.Superseded values are not recommended for survey control.
 FH0532
 FH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0532.See file dsdata.pdf to determine how the superseded data were derived.
 FH0532
 FH0532_MARKER: DB = BENCH MARK DISK
 FH0532_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0532_STAMPING: X 139 1934
 FH0532_MARK LOGO: CGS
 FH0532_PROJECTION: PROJECTING 30 CENTIMETERS
 FH0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0532
 FH0532  HISTORY     - Date     Condition        Report By
 FH0532  HISTORY     - 1934     MONUMENTED       CGS
 FH0532  HISTORY     - 1969     GOOD             USGS
 FH0532
 FH0532                          STATION DESCRIPTION
 FH0532
 FH0532'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FH0532'7.3 MI SW FROM MUSKOGEE.
 FH0532'ABOUT 7.3 MI. W. ALONG THE ST. LOUIS-SAN FRANCISCO RR FROM THE
 FH0532'STATION AT MUSKOGEE, MUSKOGEE COUNTY, T. 14 N, R. 17 E., NEAR
 FH0532'THE SE COR. OF THE SW 1/4 OF THE NE 1/4 OF SEC. 10, AT A VERY DIM
 FH0532'WAGON TRAIL CROSSING, 18.7 FT. S. 48 FT. E. AND NORMAL TO RR
 FH0532'AT WAGON TRAIL CROSSING, 90.3 FT. SW OF MILE POST 499, STANDARD
 FH0532'TABLET SET IN A CONC. POST PROJECTING 1 FT. ABOVE GROUND AND
 FH0532'IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0239 ***********************************************************************
 GK0239  DESIGNATION -  X 14
 GK0239  PID         -  GK0239
 GK0239  STATE/COUNTY-  OK/TEXAS
 GK0239  COUNTRY     -  US
 GK0239  USGS QUAD   -  GUYMON (2018)
 GK0239
 GK0239                         *CURRENT SURVEY CONTROL
 GK0239  ______________________________________________________________________
 GK0239* NAD 83(1986) POSITION- 36 42 38.39   (N) 101 26 14.49   (W)   HD_HELD1
 GK0239* NAVD 88 ORTHO HEIGHT -   921.438 (meters)     3023.08  (feet) ADJUSTED
 GK0239  ______________________________________________________________________
 GK0239  GEOID HEIGHT    -        -26.518 (meters)                     GEOID18
 GK0239  DYNAMIC HEIGHT  -        920.490 (meters)     3019.97  (feet) COMP
 GK0239  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 GK0239
 GK0239  VERT ORDER      -  FIRST     CLASS II
 GK0239
 GK0239.The horizontal coordinates were determined by differentially corrected
 GK0239.hand held GPS observations or other comparable positioning techniques
 GK0239.and have an estimated accuracy of +/- 3 meters.
 GK0239
 GK0239.The orthometric height was determined by differential leveling and
 GK0239.adjusted by the NATIONAL GEODETIC SURVEY
 GK0239.in June 1991.
 GK0239
 GK0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0239.GEOID18 height accuracy estimate available here.
 GK0239
 GK0239.Click photographs - Photos may exist for this station.
 GK0239
 GK0239.The dynamic height is computed by dividing the NAVD 88
 GK0239.geopotential number by the normal gravity value computed on the
 GK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0239.degrees latitude (g = 980.6199 gals.).
 GK0239
 GK0239.The modeled gravity was interpolated from observed gravity values.
 GK0239
 GK0239;                    North         East    Units  Estimated Accuracy
 GK0239;SPC OK N     -   195,244.6     292,946.7     MT  (+/- 3 meters HH1 GPS) 
 GK0239
 GK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8229565545(NAD 83)
 GK0239
 GK0239                          SUPERSEDED SURVEY CONTROL
 GK0239
 GK0239  NGVD 29 (??/??/92)  921.006  (m)         3021.67   (f) ADJ UNCH    1 2
 GK0239
 GK0239.Superseded values are not recommended for survey control.
 GK0239
 GK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0239.See file dsdata.pdf to determine how the superseded data were derived.
 GK0239
 GK0239_MARKER: DB = BENCH MARK DISK
 GK0239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0239_SP_SET: CULVERT HEADWALL
 GK0239_STAMPING: X 14 1933
 GK0239_MARK LOGO: CGS
 GK0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0239+STABILITY: SURFACE MOTION
 GK0239
 GK0239  HISTORY     - Date     Condition        Report By
 GK0239  HISTORY     - 1933     MONUMENTED       CGS
 GK0239
 GK0239                          STATION DESCRIPTION
 GK0239
 GK0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0239'3.1 MI NE FROM GUYMON.
 GK0239'3.1 MILES NORTHEAST OF GUYMON DEPOT ALONG THE ROCK ISLAND RAIL ROAD 20
 GK0239'POLES SOUTH WEST OF MILE POLE NO. 470 AND 3 POLES NORTH EAST OF ROAD
 GK0239'CROSSING.  SET IN CONCRETE BOX CULVERT ON HIGHWAY IN NORTH EAST END OF
 GK0239'THE NORTH WEST HEADWALL AND 85 FT. SOUTH EAST OF THE CENTER LINE OF
 GK0239'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0368 ***********************************************************************
 FJ0368  DESIGNATION -  X 141
 FJ0368  PID         -  FJ0368
 FJ0368  STATE/COUNTY-  OK/MCCLAIN
 FJ0368  COUNTRY     -  US
 FJ0368  USGS QUAD   -  WASHINGTON (2018)
 FJ0368
 FJ0368                         *CURRENT SURVEY CONTROL
 FJ0368  ______________________________________________________________________
 FJ0368* NAD 83(1986) POSITION- 35 03 01.     (N) 097 26 56.     (W)   SCALED
 FJ0368* NAVD 88 ORTHO HEIGHT -   325.725 (meters)     1068.65  (feet) ADJUSTED
 FJ0368  ______________________________________________________________________
 FJ0368  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 FJ0368  DYNAMIC HEIGHT  -        325.408 (meters)     1067.61  (feet) COMP
 FJ0368  MODELED GRAVITY -    979,649.8   (mgal)                       NAVD 88
 FJ0368
 FJ0368  VERT ORDER      -  SECOND    CLASS 0
 FJ0368
 FJ0368.The horizontal coordinates were scaled from a map and have
 FJ0368.an estimated accuracy of +/- 6 seconds.
 FJ0368
 FJ0368.The orthometric height was determined by differential leveling and
 FJ0368.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0368.in June 1991.
 FJ0368
 FJ0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0368.GEOID18 height accuracy estimate available here.
 FJ0368
 FJ0368.Click photographs - Photos may exist for this station.
 FJ0368
 FJ0368.The dynamic height is computed by dividing the NAVD 88
 FJ0368.geopotential number by the normal gravity value computed on the
 FJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0368.degrees latitude (g = 980.6199 gals.).
 FJ0368
 FJ0368.The modeled gravity was interpolated from observed gravity values.
 FJ0368
 FJ0368;                    North         East    Units  Estimated Accuracy
 FJ0368;SPC OK S     -   190,590.      650,280.      MT  (+/- 180 meters Scaled)
 FJ0368
 FJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD414797(NAD 83)
 FJ0368
 FJ0368                          SUPERSEDED SURVEY CONTROL
 FJ0368
 FJ0368  NGVD 29 (??/??/92)  325.622  (m)         1068.31   (f) ADJ UNCH    2 0
 FJ0368
 FJ0368.Superseded values are not recommended for survey control.
 FJ0368
 FJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0368.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0368
 FJ0368_MARKER: DB = BENCH MARK DISK
 FJ0368_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0368_STAMPING: X 141 1934
 FJ0368_MARK LOGO: CGS
 FJ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0368
 FJ0368  HISTORY     - Date     Condition        Report By
 FJ0368  HISTORY     - 1934     MONUMENTED       CGS
 FJ0368  HISTORY     - 20201008 MARK NOT FOUND   OKDOT
 FJ0368
 FJ0368                          STATION DESCRIPTION
 FJ0368
 FJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0368'2.2 MI E FROM WASHINGTON.
 FJ0368'2.2 MILES EAST OF, ALONG A.T. AND S.F. RY. FROM STATION.  ABOUT
 FJ0368'0.6 MILE WEST OF RAILROAD TRESTLE OVER DRAINAGE DITCH, ABOUT
 FJ0368'0.4 MILE WEST OF MILEPOST 94, 46.5 FEET SOUTH OF CENTERLINE
 FJ0368'OF ATCHINSON TOPEKA AND SANTA FE RY., 13.5 FEET SOUTH OF TELEPHONE
 FJ0368'POLE, 2.4 FEET NORTH OF FENCE PARALLELING RAILROAD.  TABLET
 FJ0368'SET IN PRECAST CONCRETE POST.
 FJ0368
 FJ0368                          STATION RECOVERY (2020)
 FJ0368
 FJ0368'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0368'POSSIBLY DESTROYED DURING CONSTRUCTION OF LEVIES AND TERRACES IN
 FJ0368'FIELDS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0327 ***********************************************************************
 FJ0327  DESIGNATION -  X 142
 FJ0327  PID         -  FJ0327
 FJ0327  STATE/COUNTY-  OK/CLEVELAND
 FJ0327  COUNTRY     -  US
 FJ0327  USGS QUAD   -  WASHINGTON (2018)
 FJ0327
 FJ0327                         *CURRENT SURVEY CONTROL
 FJ0327  ______________________________________________________________________
 FJ0327* NAD 83(1986) POSITION- 35 06 35.     (N) 097 23 26.     (W)   SCALED
 FJ0327* NAVD 88 ORTHO HEIGHT -   334.053 (meters)     1095.97  (feet) ADJUSTED
 FJ0327  ______________________________________________________________________
 FJ0327  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 FJ0327  DYNAMIC HEIGHT  -        333.729 (meters)     1094.91  (feet) COMP
 FJ0327  MODELED GRAVITY -    979,654.4   (mgal)                       NAVD 88
 FJ0327
 FJ0327  VERT ORDER      -  SECOND    CLASS 0
 FJ0327
 FJ0327.The horizontal coordinates were scaled from a map and have
 FJ0327.an estimated accuracy of +/- 6 seconds.
 FJ0327
 FJ0327.The orthometric height was determined by differential leveling and
 FJ0327.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0327.in August 1994.
 FJ0327
 FJ0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0327.GEOID18 height accuracy estimate available here.
 FJ0327
 FJ0327.Click photographs - Photos may exist for this station.
 FJ0327
 FJ0327.The dynamic height is computed by dividing the NAVD 88
 FJ0327.geopotential number by the normal gravity value computed on the
 FJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0327.degrees latitude (g = 980.6199 gals.).
 FJ0327
 FJ0327.The modeled gravity was interpolated from observed gravity values.
 FJ0327
 FJ0327;                    North         East    Units  Estimated Accuracy
 FJ0327;SPC OK S     -   197,220.      655,560.      MT  (+/- 180 meters Scaled)
 FJ0327
 FJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD466863(NAD 83)
 FJ0327
 FJ0327                          SUPERSEDED SURVEY CONTROL
 FJ0327
 FJ0327  NAVD 88 (06/15/91)  334.074  (m)         1096.04   (f) SUPERSEDED  2 0
 FJ0327  NGVD 29 (??/??/92)  333.964  (m)         1095.68   (f) ADJ UNCH    2 0
 FJ0327
 FJ0327.Superseded values are not recommended for survey control.
 FJ0327
 FJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0327.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0327
 FJ0327_MARKER: DB = BENCH MARK DISK
 FJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0327_STAMPING: X 142 1934
 FJ0327_MARK LOGO: CGS
 FJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0327+STABILITY: SURFACE MOTION
 FJ0327
 FJ0327  HISTORY     - Date     Condition        Report By
 FJ0327  HISTORY     - 1934     MONUMENTED       CGS
 FJ0327
 FJ0327                          STATION DESCRIPTION
 FJ0327
 FJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0327'2.1 MI S FROM NOBLE.
 FJ0327'2.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0327'FROM THE STATION AT NOBLE, 0.2 MILE SOUTH OF MILEPOST 410, AT A
 FJ0327'FARM-ROAD CROSSING, 54.1 FEET NORTHWEST OF THE CENTER OF THE
 FJ0327'CROSSING, 49.8 FEET WEST OF THE CENTERLINE OF THE TRACK, 25.4 FEET
 FJ0327'NORTH OF THE CENTERLINE OF THE ROAD, 17.3 FEET NORTH OF THE NORTH
 FJ0327'END OF A GATE, AND 2.1 FEET EAST OF A FENCE PARALLELING THE
 FJ0327'TRACK.  A STANDARD DISK, STAMPED X 142 1934 AND SET IN THE TOP OF
 FJ0327'A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0274 ***********************************************************************
 FJ0274  DESIGNATION -  X 143
 FJ0274  PID         -  FJ0274
 FJ0274  STATE/COUNTY-  OK/OKLAHOMA
 FJ0274  COUNTRY     -  US
 FJ0274  USGS QUAD   -  EDMOND (2018)
 FJ0274
 FJ0274                         *CURRENT SURVEY CONTROL
 FJ0274  ______________________________________________________________________
 FJ0274* NAD 83(1986) POSITION- 35 38 17.     (N) 097 29 07.     (W)   SCALED
 FJ0274* NAVD 88 ORTHO HEIGHT -   360.517 (meters)     1182.80  (feet) ADJUSTED
 FJ0274  ______________________________________________________________________
 FJ0274  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 FJ0274  DYNAMIC HEIGHT  -        360.177 (meters)     1181.68  (feet) COMP
 FJ0274  MODELED GRAVITY -    979,682.2   (mgal)                       NAVD 88
 FJ0274
 FJ0274  VERT ORDER      -  SECOND    CLASS 0
 FJ0274
 FJ0274.The horizontal coordinates were scaled from a map and have
 FJ0274.an estimated accuracy of +/- 6 seconds.
 FJ0274
 FJ0274.The orthometric height was determined by differential leveling and
 FJ0274.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0274.in August 1994.
 FJ0274
 FJ0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0274.GEOID18 height accuracy estimate available here.
 FJ0274
 FJ0274.Click photographs - Photos may exist for this station.
 FJ0274
 FJ0274.The dynamic height is computed by dividing the NAVD 88
 FJ0274.geopotential number by the normal gravity value computed on the
 FJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0274.degrees latitude (g = 980.6199 gals.).
 FJ0274
 FJ0274.The modeled gravity was interpolated from observed gravity values.
 FJ0274
 FJ0274;                    North         East    Units  Estimated Accuracy
 FJ0274;SPC OK N     -    70,920.      646,620.      MT  (+/- 180 meters Scaled)
 FJ0274
 FJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE371448(NAD 83)
 FJ0274
 FJ0274                          SUPERSEDED SURVEY CONTROL
 FJ0274
 FJ0274  NAVD 88 (06/15/91)  360.554  (m)         1182.92   (f) SUPERSEDED  2 0
 FJ0274  NGVD 29 (??/??/92)  360.418  (m)         1182.47   (f) ADJ UNCH    2 0
 FJ0274
 FJ0274.Superseded values are not recommended for survey control.
 FJ0274
 FJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0274.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0274
 FJ0274_MARKER: DB = BENCH MARK DISK
 FJ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0274_STAMPING: X 143 1934
 FJ0274_MARK LOGO: CGS
 FJ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0274+STABILITY: SURFACE MOTION
 FJ0274
 FJ0274  HISTORY     - Date     Condition        Report By
 FJ0274  HISTORY     - 1934     MONUMENTED       CGS
 FJ0274  HISTORY     - 1965     MARK NOT FOUND   USGS
 FJ0274
 FJ0274                          STATION DESCRIPTION
 FJ0274
 FJ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0274'1.1 MI S FROM EDMOND.
 FJ0274'1.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FJ0274'FROM THE STATION AT EDMOND, 0.2 MILE SOUTH OF MILEPOST 371,
 FJ0274'AT A COUNTY-ROAD CROSSING, 53.8 FEET SOUTHEAST OF THE CENTER OF
 FJ0274'THE CROSSING, 47.1 FEET EAST OF THE CENTERLINE OF THE TRACK
 FJ0274'AT A CATTLE GUARD, 31.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FJ0274'2.9 FEET WEST OF A FENCE PARALLELING THE TRACK, AND 2.5 FEET
 FJ0274'SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED X 143
 FJ0274'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0274
 FJ0274                          STATION RECOVERY (1965)
 FJ0274
 FJ0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ0274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0314 ***********************************************************************
 FJ0314  DESIGNATION -  X 145
 FJ0314  PID         -  FJ0314
 FJ0314  STATE/COUNTY-  OK/PAYNE
 FJ0314  COUNTRY     -  US
 FJ0314  USGS QUAD   -  PERKINS (2018)
 FJ0314
 FJ0314                         *CURRENT SURVEY CONTROL
 FJ0314  ______________________________________________________________________
 FJ0314* NAD 83(1986) POSITION- 35 57 22.     (N) 097 02 04.     (W)   SCALED
 FJ0314* NAVD 88 ORTHO HEIGHT -   255.120 (meters)      837.01  (feet) ADJUSTED
 FJ0314  ______________________________________________________________________
 FJ0314  GEOID HEIGHT    -        -28.057 (meters)                     GEOID18
 FJ0314  DYNAMIC HEIGHT  -        254.889 (meters)      836.25  (feet) COMP
 FJ0314  MODELED GRAVITY -    979,720.8   (mgal)                       NAVD 88
 FJ0314
 FJ0314  VERT ORDER      -  SECOND    CLASS 0
 FJ0314
 FJ0314.The horizontal coordinates were scaled from a map and have
 FJ0314.an estimated accuracy of +/- 6 seconds.
 FJ0314
 FJ0314.The orthometric height was determined by differential leveling and
 FJ0314.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0314.in June 1991.
 FJ0314
 FJ0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0314.GEOID18 height accuracy estimate available here.
 FJ0314
 FJ0314.Click photographs - Photos may exist for this station.
 FJ0314
 FJ0314.The dynamic height is computed by dividing the NAVD 88
 FJ0314.geopotential number by the normal gravity value computed on the
 FJ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0314.degrees latitude (g = 980.6199 gals.).
 FJ0314
 FJ0314.The modeled gravity was interpolated from observed gravity values.
 FJ0314
 FJ0314;                    North         East    Units  Estimated Accuracy
 FJ0314;SPC OK N     -   106,520.      687,100.      MT  (+/- 180 meters Scaled)
 FJ0314
 FJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE772808(NAD 83)
 FJ0314
 FJ0314                          SUPERSEDED SURVEY CONTROL
 FJ0314
 FJ0314  NGVD 29 (??/??/92)  255.009  (m)          836.64   (f) ADJ UNCH    2 0
 FJ0314
 FJ0314.Superseded values are not recommended for survey control.
 FJ0314
 FJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0314.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0314
 FJ0314_MARKER: DB = BENCH MARK DISK
 FJ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0314_STAMPING: X 145 1934
 FJ0314_MARK LOGO: CGS
 FJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0314+STABILITY: SURFACE MOTION
 FJ0314
 FJ0314  HISTORY     - Date     Condition        Report By
 FJ0314  HISTORY     - 1934     MONUMENTED       CGS
 FJ0314  HISTORY     - 1975     GOOD             USGS
 FJ0314  HISTORY     - 20201013 MARK NOT FOUND   OKDOT
 FJ0314
 FJ0314                          STATION DESCRIPTION
 FJ0314
 FJ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0314'AT PERKINS.
 FJ0314'AT PERKINS, PAYNE COUNTY, ON THE ABANDONED ATCHISON, TOPEKA AND
 FJ0314'SANTA FE RAILWAY, 50 FEET SOUTH OF THE WHITE WAITING-ROOM ENTRANCE
 FJ0314'ON THE SOUTH SIDE OF THE STATION, 49 FEET NORTH OF THE NORTH SIDE
 FJ0314'OF THE AGENTS HOUSE, 28.5 FEET SOUTH OF THE CENTERLINE OF THE
 FJ0314'OLD ROADBED, 3.6 FEET WEST OF A BOARD WALK, AND 1.5 FEET SOUTH OF
 FJ0314'AN ELECTRIC LIGHT POLE.  A STANDARD DISK, STAMPED X 145 1934
 FJ0314'AND SET IN THE TOP OF A CONCRETE POST.
 FJ0314
 FJ0314                          STATION RECOVERY (1975)
 FJ0314
 FJ0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FJ0314'RECOVERED IN GOOD CONDITION.
 FJ0314
 FJ0314                          STATION RECOVERY (2020)
 FJ0314
 FJ0314'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (CP)
 FJ0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0603 ***********************************************************************
 FJ0603  DESIGNATION -  X 146
 FJ0603  PID         -  FJ0603
 FJ0603  STATE/COUNTY-  OK/LOGAN
 FJ0603  COUNTRY     -  US
 FJ0603  USGS QUAD   -  NAVINA (2018)
 FJ0603
 FJ0603                         *CURRENT SURVEY CONTROL
 FJ0603  ______________________________________________________________________
 FJ0603* NAD 83(1986) POSITION- 35 47 55.20   (N) 097 33 35.66   (W)   HD_HELD1
 FJ0603* NAVD 88 ORTHO HEIGHT -   321.500 (meters)     1054.79  (feet) ADJUSTED
 FJ0603  ______________________________________________________________________
 FJ0603  GEOID HEIGHT    -        -27.466 (meters)                     GEOID18
 FJ0603  DYNAMIC HEIGHT  -        321.203 (meters)     1053.81  (feet) COMP
 FJ0603  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FJ0603
 FJ0603  VERT ORDER      -  SECOND    CLASS 0
 FJ0603
 FJ0603.The horizontal coordinates were determined by differentially corrected
 FJ0603.hand held GPS observations or other comparable positioning techniques
 FJ0603.and have an estimated accuracy of +/- 3 meters.
 FJ0603
 FJ0603.The orthometric height was determined by differential leveling and
 FJ0603.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0603.in June 1991.
 FJ0603
 FJ0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0603.GEOID18 height accuracy estimate available here.
 FJ0603
 FJ0603.Click photographs - Photos may exist for this station.
 FJ0603
 FJ0603.The dynamic height is computed by dividing the NAVD 88
 FJ0603.geopotential number by the normal gravity value computed on the
 FJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0603.degrees latitude (g = 980.6199 gals.).
 FJ0603
 FJ0603.The modeled gravity was interpolated from observed gravity values.
 FJ0603
 FJ0603;                    North         East    Units  Estimated Accuracy
 FJ0603;SPC OK N     -    88,704.3     639,779.7     MT  (+/- 3 meters HH1 GPS) 
 FJ0603
 FJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3012562574(NAD 83)
 FJ0603
 FJ0603                          SUPERSEDED SURVEY CONTROL
 FJ0603
 FJ0603  NGVD 29 (??/??/92)  321.364  (m)         1054.34   (f) ADJ UNCH    2 0
 FJ0603
 FJ0603.Superseded values are not recommended for survey control.
 FJ0603
 FJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0603.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0603
 FJ0603_MARKER: DB = BENCH MARK DISK
 FJ0603_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0603_STAMPING: X 146 1934
 FJ0603_MARK LOGO: CGS
 FJ0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0603+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2016
 FJ0603
 FJ0603  HISTORY     - Date     Condition        Report By
 FJ0603  HISTORY     - 1934     MONUMENTED       CGS
 FJ0603  HISTORY     - 19971107 GOOD             OKDOT
 FJ0603  HISTORY     - 20160726 GOOD             OKDOT
 FJ0603
 FJ0603                          STATION DESCRIPTION
 FJ0603
 FJ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0603'4.2 MI W FROM SEWARD.
 FJ0603'ALONG CASHION TO SEWARD ROAD, FROM RY. STATION POST SET IN
 FJ0603'SOUTHWEST CORNER OF NAVINA SCHOOL YARD, ABOUT 225 FEET SOUTHWEST
 FJ0603'OF SOUTHWEST CORNER OF SCHOOL HOUSE, 45.1 FEET NORTH OF CENTERLINE
 FJ0603'OF CASHION TO SEWARD ROAD, 1.5 FEET NORTHEAST OF SOUTHWEST FENCE
 FJ0603'CORNER OF SCHOOL YARD, 1.4 FEET EAST OF YARD FENCE RUNNING
 FJ0603'NORTH-SOUTH, 1.2 FEET NORTH OF FENCE RUNNING EAST-WEST.  TABLET
 FJ0603'SET IN PRECAST CONCRETE POST.
 FJ0603
 FJ0603                          STATION RECOVERY (1997)
 FJ0603
 FJ0603'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (LDR)
 FJ0603'TO REACH THE STATION FROM THE INTRSECTION OF SH 74 AND SH 74F EAST OF
 FJ0603'CASHION, GO EAST ON A COUNTY ROAD FOR 1.4 MILES (2.3 KM) TO THE MARK
 FJ0603'ON THE LEFT.  IT IS IN THE SOUTHWEST CORNER OF A GRASS LAWN, 109 FEET
 FJ0603'(33.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 45 FEET
 FJ0603'(13.7 M) NORTH OF THE CENTERLINE OF A COUNTY ROAD, 32 FEET (9.8 M)
 FJ0603'EAST OF THE CENTERLINE OF A GRAVEL STREET EXTENDING NORTH, 6 FEET (1.8
 FJ0603'M) NORTHEAST OF A POWER POLE, 1 FOOT (0.3 M) NORTH OF A STEEL OKDOT
 FJ0603'WITNESS POST, SET IN A CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 FJ0603
 FJ0603                          STATION RECOVERY (2016)
 FJ0603
 FJ0603'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (AJG)
 FJ0603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0097 ***********************************************************************
 FJ0097  DESIGNATION -  X 147
 FJ0097  PID         -  FJ0097
 FJ0097  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0097  COUNTRY     -  US
 FJ0097  USGS QUAD   -  SHAWNEE (2018)
 FJ0097
 FJ0097                         *CURRENT SURVEY CONTROL
 FJ0097  ______________________________________________________________________
 FJ0097* NAD 83(1986) POSITION- 35 18 41.     (N) 096 52 39.     (W)   SCALED
 FJ0097* NAVD 88 ORTHO HEIGHT -   302.722 (meters)      993.18  (feet) ADJUSTED
 FJ0097  ______________________________________________________________________
 FJ0097  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 FJ0097  DYNAMIC HEIGHT  -        302.434 (meters)      992.24  (feet) COMP
 FJ0097  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 FJ0097
 FJ0097  VERT ORDER      -  SECOND    CLASS 0
 FJ0097
 FJ0097.The horizontal coordinates were scaled from a map and have
 FJ0097.an estimated accuracy of +/- 6 seconds.
 FJ0097
 FJ0097.The orthometric height was determined by differential leveling and
 FJ0097.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0097.in June 1991.
 FJ0097
 FJ0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0097.GEOID18 height accuracy estimate available here.
 FJ0097
 FJ0097.Click photographs - Photos may exist for this station.
 FJ0097
 FJ0097.The dynamic height is computed by dividing the NAVD 88
 FJ0097.geopotential number by the normal gravity value computed on the
 FJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0097.degrees latitude (g = 980.6199 gals.).
 FJ0097
 FJ0097.The modeled gravity was interpolated from observed gravity values.
 FJ0097
 FJ0097;                    North         East    Units  Estimated Accuracy
 FJ0097;SPC OK S     -   219,990.      702,080.      MT  (+/- 180 meters Scaled)
 FJ0097
 FJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE929096(NAD 83)
 FJ0097
 FJ0097                          SUPERSEDED SURVEY CONTROL
 FJ0097
 FJ0097  NGVD 29 (??/??/92)  302.642  (m)          992.92   (f) ADJ UNCH    2 0
 FJ0097
 FJ0097.Superseded values are not recommended for survey control.
 FJ0097
 FJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0097.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0097
 FJ0097_MARKER: DB = BENCH MARK DISK
 FJ0097_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0097_STAMPING: X 147 1934
 FJ0097_MARK LOGO: CGS
 FJ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0097
 FJ0097  HISTORY     - Date     Condition        Report By
 FJ0097  HISTORY     - 1934     MONUMENTED       CGS
 FJ0097  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0097
 FJ0097                          STATION DESCRIPTION
 FJ0097
 FJ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0097'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FJ0097'FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, 132 FEET
 FJ0097'SOUTHEAST OF POLE 445+15, 185 FEET SOUTHEAST OF A RAILROAD
 FJ0097'JUNCTION, AT A COUNTY-ROAD CROSSING, 58 FEET WEST OF THE CENTERLINE
 FJ0097'OF THE ROAD, 36.9 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 FJ0097'8.2 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED X 147
 FJ0097'1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0097
 FJ0097                          STATION RECOVERY (1964)
 FJ0097
 FJ0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0282 ***********************************************************************
 EL0282  DESIGNATION -  X 148
 EL0282  PID         -  EL0282
 EL0282  STATE/COUNTY-  OK/SEMINOLE
 EL0282  COUNTRY     -  US
 EL0282  USGS QUAD   -  KONAWA (2018)
 EL0282
 EL0282                         *CURRENT SURVEY CONTROL
 EL0282  ______________________________________________________________________
 EL0282* NAD 83(1986) POSITION- 34 57 36.     (N) 096 45 13.     (W)   SCALED
 EL0282* NAVD 88 ORTHO HEIGHT -   294.841 (meters)      967.32  (feet) ADJUSTED
 EL0282  ______________________________________________________________________
 EL0282  GEOID HEIGHT    -        -26.578 (meters)                     GEOID18
 EL0282  DYNAMIC HEIGHT  -        294.558 (meters)      966.40  (feet) COMP
 EL0282  MODELED GRAVITY -    979,665.2   (mgal)                       NAVD 88
 EL0282
 EL0282  VERT ORDER      -  SECOND    CLASS 0
 EL0282
 EL0282.The horizontal coordinates were scaled from a map and have
 EL0282.an estimated accuracy of +/- 6 seconds.
 EL0282
 EL0282.The orthometric height was determined by differential leveling and
 EL0282.adjusted by the NATIONAL GEODETIC SURVEY
 EL0282.in June 1991.
 EL0282
 EL0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0282.GEOID18 height accuracy estimate available here.
 EL0282
 EL0282.Click photographs - Photos may exist for this station.
 EL0282
 EL0282.The dynamic height is computed by dividing the NAVD 88
 EL0282.geopotential number by the normal gravity value computed on the
 EL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0282.degrees latitude (g = 980.6199 gals.).
 EL0282
 EL0282.The modeled gravity was interpolated from observed gravity values.
 EL0282
 EL0282;                    North         East    Units  Estimated Accuracy
 EL0282;SPC OK S     -   181,140.      713,830.      MT  (+/- 180 meters Scaled)
 EL0282
 EL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD051709(NAD 83)
 EL0282
 EL0282                          SUPERSEDED SURVEY CONTROL
 EL0282
 EL0282  NGVD 29 (??/??/92)  294.750  (m)          967.03   (f) ADJ UNCH    2 0
 EL0282
 EL0282.Superseded values are not recommended for survey control.
 EL0282
 EL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0282.See file dsdata.pdf to determine how the superseded data were derived.
 EL0282
 EL0282_MARKER: DB = BENCH MARK DISK
 EL0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0282_SP_SET: TOWER BASE
 EL0282_STAMPING: X 148 1934
 EL0282_MARK LOGO: CGS
 EL0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0282
 EL0282  HISTORY     - Date     Condition        Report By
 EL0282  HISTORY     - 1934     MONUMENTED       CGS
 EL0282  HISTORY     - 20170615 MARK NOT FOUND   OKDOT
 EL0282
 EL0282                          STATION DESCRIPTION
 EL0282
 EL0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0282'IN KONOWA.
 EL0282'IN THE TOWN OF KONOWA TABLET SET HORIZONTALLY ON SOUTHEAST BASE
 EL0282'OF CITY WATER TOWER, 51.2 FEET SOUTHWEST OF SOUTHWEST CORNER
 EL0282'OF BRICK HOUSE, 50.6 FEET SOUTH OF METAL HOUSE, 27.8 FEET NORTH
 EL0282'OF BILL BOARD.
 EL0282
 EL0282                          STATION RECOVERY (2017)
 EL0282
 EL0282'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0282'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0085 ***********************************************************************
 FJ0085  DESIGNATION -  X 149
 FJ0085  PID         -  FJ0085
 FJ0085  STATE/COUNTY-  OK/HUGHES
 FJ0085  COUNTRY     -  US
 FJ0085  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0085
 FJ0085                         *CURRENT SURVEY CONTROL
 FJ0085  ______________________________________________________________________
 FJ0085* NAD 83(1986) POSITION- 35 07 23.     (N) 096 25 40.     (W)   SCALED
 FJ0085* NAVD 88 ORTHO HEIGHT -   250.955 (meters)      823.34  (feet) ADJUSTED
 FJ0085  ______________________________________________________________________
 FJ0085  GEOID HEIGHT    -        -27.862 (meters)                     GEOID18
 FJ0085  DYNAMIC HEIGHT  -        250.712 (meters)      822.54  (feet) COMP
 FJ0085  MODELED GRAVITY -    979,659.6   (mgal)                       NAVD 88
 FJ0085
 FJ0085  VERT ORDER      -  SECOND    CLASS 0
 FJ0085
 FJ0085.The horizontal coordinates were scaled from a map and have
 FJ0085.an estimated accuracy of +/- 6 seconds.
 FJ0085
 FJ0085.The orthometric height was determined by differential leveling and
 FJ0085.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0085.in June 1991.
 FJ0085
 FJ0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0085.GEOID18 height accuracy estimate available here.
 FJ0085
 FJ0085.Click photographs - Photos may exist for this station.
 FJ0085
 FJ0085.The dynamic height is computed by dividing the NAVD 88
 FJ0085.geopotential number by the normal gravity value computed on the
 FJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0085.degrees latitude (g = 980.6199 gals.).
 FJ0085
 FJ0085.The modeled gravity was interpolated from observed gravity values.
 FJ0085
 FJ0085;                    North         East    Units  Estimated Accuracy
 FJ0085;SPC OK S     -   199,640.      743,300.      MT  (+/- 180 meters Scaled)
 FJ0085
 FJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD343897(NAD 83)
 FJ0085
 FJ0085                          SUPERSEDED SURVEY CONTROL
 FJ0085
 FJ0085  NGVD 29 (??/??/92)  250.845  (m)          822.98   (f) ADJ UNCH    2 0
 FJ0085
 FJ0085.Superseded values are not recommended for survey control.
 FJ0085
 FJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0085.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0085
 FJ0085_MARKER: DB = BENCH MARK DISK
 FJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0085_STAMPING: X 149 1934
 FJ0085_MARK LOGO: CGS
 FJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0085+STABILITY: SURFACE MOTION
 FJ0085
 FJ0085  HISTORY     - Date     Condition        Report By
 FJ0085  HISTORY     - 1934     MONUMENTED       CGS
 FJ0085
 FJ0085                          STATION DESCRIPTION
 FJ0085
 FJ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0085'3 MI NW FROM HOLDENVILLE.
 FJ0085'3.0 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0085'RAILWAY FROM THE UNION STATION AT HOLDENVILLE, HUGHES COUNTY,
 FJ0085'100 FEET NORTHEAST OF POLE 413+25, 38.2 FEET NORTHEAST OF A
 FJ0085'WHISTLE SIGN, 46.2 FEET NORTHEAST OF THE CENTERLINE OF THE
 FJ0085'TRACK, 50.2 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, 17.2
 FJ0085'FEET NORTH OF A TELEPHONE BOX ON A CONCRETE POST, AND 1.2 FEET
 FJ0085'SOUTHWEST OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK,
 FJ0085'STAMPED X 149 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0039 ***********************************************************************
 EL0039  DESIGNATION -  X 150
 EL0039  PID         -  EL0039
 EL0039  STATE/COUNTY-  OK/PITTSBURG
 EL0039  COUNTRY     -  US
 EL0039  USGS QUAD   -  STUART (2018)
 EL0039
 EL0039                         *CURRENT SURVEY CONTROL
 EL0039  ______________________________________________________________________
 EL0039* NAD 83(1986) POSITION- 34 54 14.     (N) 096 04 35.     (W)   SCALED
 EL0039* NAVD 88 ORTHO HEIGHT -   217.030 (meters)      712.04  (feet) ADJUSTED
 EL0039  ______________________________________________________________________
 EL0039  GEOID HEIGHT    -        -28.868 (meters)                     GEOID18
 EL0039  DYNAMIC HEIGHT  -        216.814 (meters)      711.33  (feet) COMP
 EL0039  MODELED GRAVITY -    979,631.7   (mgal)                       NAVD 88
 EL0039
 EL0039  VERT ORDER      -  SECOND    CLASS 0
 EL0039
 EL0039.The horizontal coordinates were scaled from a map and have
 EL0039.an estimated accuracy of +/- 6 seconds.
 EL0039
 EL0039.The orthometric height was determined by differential leveling and
 EL0039.adjusted by the NATIONAL GEODETIC SURVEY
 EL0039.in June 1991.
 EL0039
 EL0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0039.GEOID18 height accuracy estimate available here.
 EL0039
 EL0039.Click photographs - Photos may exist for this station.
 EL0039
 EL0039.The dynamic height is computed by dividing the NAVD 88
 EL0039.geopotential number by the normal gravity value computed on the
 EL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0039.degrees latitude (g = 980.6199 gals.).
 EL0039
 EL0039.The modeled gravity was interpolated from observed gravity values.
 EL0039
 EL0039;                    North         East    Units  Estimated Accuracy
 EL0039;SPC OK S     -   175,890.      775,790.      MT  (+/- 180 meters Scaled)
 EL0039
 EL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD671662(NAD 83)
 EL0039
 EL0039                          SUPERSEDED SURVEY CONTROL
 EL0039
 EL0039  NGVD 29 (??/??/92)  216.914  (m)          711.66   (f) ADJ UNCH    2 0
 EL0039
 EL0039.Superseded values are not recommended for survey control.
 EL0039
 EL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0039.See file dsdata.pdf to determine how the superseded data were derived.
 EL0039
 EL0039_MARKER: DB = BENCH MARK DISK
 EL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0039_STAMPING: X 150 1934
 EL0039_MARK LOGO: CGS
 EL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0039+STABILITY: SURFACE MOTION
 EL0039
 EL0039  HISTORY     - Date     Condition        Report By
 EL0039  HISTORY     - 1934     MONUMENTED       CGS
 EL0039
 EL0039                          STATION DESCRIPTION
 EL0039
 EL0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0039'IN PITTSBURG COUNTY, 1.3 MILES EAST ALONG THE CHICAGO, ROCK
 EL0039'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT STUART, HUGHES
 EL0039'COUNTY, 0.4 MILE WEST OF MILEPOST 385, 0.2 MILE EAST OF THE
 EL0039'FRONA DEIBEL FARMHOUSE, 0.2 MILE EAST OF A TRESTLE, 46.9 FEET
 EL0039'NORTH OF THE CENTERLINE OF THE TRACK, 22.3 FEET SOUTHWEST OF A
 EL0039'POLE, AND 1.7 FEET SOUTH OF A FENCE PARALLELING THE TRACK.  A
 EL0039'STANDARD DISK, STAMPED X 150 1934 AND SET IN THE TOP OF A
 EL0039'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0123 ***********************************************************************
 EM0123  DESIGNATION -  X 151 RESET
 EM0123  PID         -  EM0123
 EM0123  STATE/COUNTY-  OK/TILLMAN
 EM0123  COUNTRY     -  US
 EM0123  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0123
 EM0123                         *CURRENT SURVEY CONTROL
 EM0123  ______________________________________________________________________
 EM0123* NAD 83(1986) POSITION- 34 18 15.     (N) 098 40 43.     (W)   SCALED
 EM0123* NAVD 88 ORTHO HEIGHT -   319.42  (meters)     1048.0   (feet) RESET
 EM0123  ______________________________________________________________________
 EM0123  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 EM0123  VERT ORDER      -  THIRD
 EM0123
 EM0123.The horizontal coordinates were scaled from a map and have
 EM0123.an estimated accuracy of +/- 6 seconds.
 EM0123
 EM0123.The orthometric height was computed from unverified reset data.
 EM0123
 EM0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0123.GEOID18 height accuracy estimate available here.
 EM0123
 EM0123.Click photographs - Photos may exist for this station.
 EM0123
 EM0123;                    North         East    Units  Estimated Accuracy
 EM0123;SPC OK S     -   107,900.      537,540.      MT  (+/- 180 meters Scaled)
 EM0123
 EM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC295959(NAD 83)
 EM0123
 EM0123                          SUPERSEDED SURVEY CONTROL
 EM0123
 EM0123.No superseded survey control is available for this station.
 EM0123
 EM0123_MARKER: DB = BENCH MARK DISK
 EM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0123_STAMPING: X 151 RESET 1938
 EM0123_MARK LOGO: CGS
 EM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0123+STABILITY: SURFACE MOTION
 EM0123
 EM0123  HISTORY     - Date     Condition        Report By
 EM0123  HISTORY     - 1938     MONUMENTED       OKDH
 EM0123  HISTORY     - 1963     GOOD             CGS
 EM0123
 EM0123                          STATION DESCRIPTION
 EM0123
 EM0123'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1938
 EM0123'5.2 MI N FROM GRANDFIELD.
 EM0123'ABOUT 5.2 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE
 EM0123'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT GRANDFIELD, TILLMAN COUNTY,
 EM0123'AT THE NORTHEAST CORNER OF A ROAD INTERSECTION, DIAGONALLY OPPOSITE A
 EM0123'SMALL SERVICE STATION AND STORE, ABOUT 120 FEET SOUTH OF THE SOUTH END
 EM0123'OF A BRIDGE, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT A
 EM0123'FENCE CORNER.  A STANDARD DISK, STAMPED X 151 RESET 1938 AND SET IN
 EM0123'THE TOP OF A CONCRETE POST.
 EM0123
 EM0123                          STATION RECOVERY (1963)
 EM0123
 EM0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0007 ***********************************************************************
 EM0007  DESIGNATION -  X 152 RESET
 EM0007  PID         -  EM0007
 EM0007  STATE/COUNTY-  OK/COMANCHE
 EM0007  COUNTRY     -  US
 EM0007  USGS QUAD   -  FORT SILL (2018)
 EM0007
 EM0007                         *CURRENT SURVEY CONTROL
 EM0007  ______________________________________________________________________
 EM0007* NAD 83(1986) POSITION- 34 41 07.     (N) 098 23 08.     (W)   SCALED
 EM0007* NAVD 88 ORTHO HEIGHT -   341.06  (meters)     1119.0   (feet) RESET
 EM0007  ______________________________________________________________________
 EM0007  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 EM0007  VERT ORDER      -  THIRD
 EM0007
 EM0007.The horizontal coordinates were scaled from a map and have
 EM0007.an estimated accuracy of +/- 6 seconds.
 EM0007
 EM0007.The orthometric height was computed from unverified reset data.
 EM0007
 EM0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0007.GEOID18 height accuracy estimate available here.
 EM0007
 EM0007.Click photographs - Photos may exist for this station.
 EM0007
 EM0007;                    North         East    Units  Estimated Accuracy
 EM0007;SPC OK S     -   150,030.      564,670.      MT  (+/- 180 meters Scaled)
 EM0007
 EM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND562383(NAD 83)
 EM0007
 EM0007                          SUPERSEDED SURVEY CONTROL
 EM0007
 EM0007.No superseded survey control is available for this station.
 EM0007
 EM0007_MARKER: DB = BENCH MARK DISK
 EM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0007_STAMPING: X 152 RESET 1941
 EM0007_MARK LOGO: CGS
 EM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0007+STABILITY: SURFACE MOTION
 EM0007
 EM0007  HISTORY     - Date     Condition        Report By
 EM0007  HISTORY     - 1941     MONUMENTED       CGS
 EM0007  HISTORY     - 1971     GOOD             OKDH
 EM0007
 EM0007                          STATION DESCRIPTION
 EM0007
 EM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EM0007'1.9 MI N FROM FORT SILL.
 EM0007'ABOUT 5.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0007'RAILROAD FROM THE STATION AT LAWTON, COMANCHE COUNTY, ABOUT 1.9 MILES
 EM0007'NORTH OF THE STATION AT FORT SILL, AT A ROAD CROSSING, 55 FEET NORTH
 EM0007'OF THE CENTER LINE OF THE ROAD, AND ABOUT 31 FEET EAST OF THE CENTER
 EM0007'LINE OF THE TRACK.  A STANDARD DISK, STAMPED X 152 RESET 1941 AND SET
 EM0007'IN THE TOP OF A CONCRETE POST.
 EM0007
 EM0007                          STATION RECOVERY (1971)
 EM0007
 EM0007'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0117 ***********************************************************************
 FK0117  DESIGNATION -  X 154
 FK0117  PID         -  FK0117
 FK0117  STATE/COUNTY-  OK/CADDO
 FK0117  COUNTRY     -  US
 FK0117  USGS QUAD   -  HINTON (2018)
 FK0117
 FK0117                         *CURRENT SURVEY CONTROL
 FK0117  ______________________________________________________________________
 FK0117* NAD 83(1986) POSITION- 35 28 27.     (N) 098 21 11.     (W)   SCALED
 FK0117* NAVD 88 ORTHO HEIGHT -   511.135 (meters)     1676.95  (feet) ADJUSTED
 FK0117  ______________________________________________________________________
 FK0117  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FK0117  DYNAMIC HEIGHT  -        510.630 (meters)     1675.29  (feet) COMP
 FK0117  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FK0117
 FK0117  VERT ORDER      -  SECOND    CLASS 0
 FK0117
 FK0117.The horizontal coordinates were scaled from a map and have
 FK0117.an estimated accuracy of +/- 6 seconds.
 FK0117
 FK0117.The orthometric height was determined by differential leveling and
 FK0117.adjusted by the NATIONAL GEODETIC SURVEY
 FK0117.in June 1991.
 FK0117
 FK0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0117.GEOID18 height accuracy estimate available here.
 FK0117
 FK0117.Click photographs - Photos may exist for this station.
 FK0117
 FK0117.The dynamic height is computed by dividing the NAVD 88
 FK0117.geopotential number by the normal gravity value computed on the
 FK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0117.degrees latitude (g = 980.6199 gals.).
 FK0117
 FK0117.The modeled gravity was interpolated from observed gravity values.
 FK0117
 FK0117;                    North         East    Units  Estimated Accuracy
 FK0117;SPC OK S     -   237,540.      567,960.      MT  (+/- 180 meters Scaled)
 FK0117
 FK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE586258(NAD 83)
 FK0117
 FK0117                          SUPERSEDED SURVEY CONTROL
 FK0117
 FK0117  NGVD 29 (??/??/??)  511.04   (m)         1676.6    (f) RESET       3  
 FK0117
 FK0117.Superseded values are not recommended for survey control.
 FK0117
 FK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0117.See file dsdata.pdf to determine how the superseded data were derived.
 FK0117
 FK0117_MARKER: DB = BENCH MARK DISK
 FK0117_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FK0117+WITH SETTING: PAVEMENT
 FK0117_SP_SET: COLUMN BASE
 FK0117_STAMPING: X 154 1934
 FK0117_MARK LOGO: CGS
 FK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0117+STABILITY: SURFACE MOTION
 FK0117
 FK0117  HISTORY     - Date     Condition        Report By
 FK0117  HISTORY     - 1934     MONUMENTED       CGS
 FK0117  HISTORY     - 19400109 MARK NOT FOUND   LOCENG
 FK0117
 FK0117                          STATION DESCRIPTION
 FK0117
 FK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0117'IN HINTON.
 FK0117'IN THE TOWN OF HINTON VERTICAL BRONZE TABLET IN SOUTH FACE OF
 FK0117'CONE BASE OF BRICK COLUMN ON WEST SIDE OF MAIN ENTRANCE TO
 FK0117'HINTON SCHOOL, 2 FEET EAST OF EDGE OF DOOR, 1.5 FEET ABOVE
 FK0117'GROUND.
 FK0117
 FK0117                          STATION RECOVERY (1940)
 FK0117
 FK0117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 FK0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AB5698 ***********************************************************************
 AB5698  DESIGNATION -  X 154 RESET
 AB5698  PID         -  AB5698
 AB5698  STATE/COUNTY-  OK/CADDO
 AB5698  COUNTRY     -  US
 AB5698  USGS QUAD   -  HINTON (2018)
 AB5698
 AB5698                         *CURRENT SURVEY CONTROL
 AB5698  ______________________________________________________________________
 AB5698* NAD 83(1986) POSITION- 35 28 27.     (N) 098 21 11.     (W)   SCALED
 AB5698* NAVD 88 ORTHO HEIGHT -   511.14  (meters)     1677.0   (feet) RESET
 AB5698  ______________________________________________________________________
 AB5698  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 AB5698  VERT ORDER      -  THIRD
 AB5698
 AB5698.The horizontal coordinates were scaled from a map and have
 AB5698.an estimated accuracy of +/- 6 seconds.
 AB5698
 AB5698.The orthometric height was computed from unverified reset data.
 AB5698
 AB5698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5698.GEOID18 height accuracy estimate available here.
 AB5698
 AB5698.Click photographs - Photos may exist for this station.
 AB5698
 AB5698;                    North         East    Units  Estimated Accuracy
 AB5698;SPC OK S     -   237,540.      567,960.      MT  (+/- 180 meters Scaled)
 AB5698
 AB5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE586258(NAD 83)
 AB5698
 AB5698                          SUPERSEDED SURVEY CONTROL
 AB5698
 AB5698.No superseded survey control is available for this station.
 AB5698
 AB5698_MARKER: DB = BENCH MARK DISK
 AB5698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB5698_SP_SET: BUILDING WALL
 AB5698_STAMPING: X 154 RESET 1939
 AB5698_MARK LOGO: CGS
 AB5698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5698
 AB5698  HISTORY     - Date     Condition        Report By
 AB5698  HISTORY     - 1940     MONUMENTED       LOCENG
 AB5698  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 AB5698
 AB5698                          STATION DESCRIPTION
 AB5698
 AB5698'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (JTR)
 AB5698'IN HINTON, IN THE SOUTHEAST CORNER OF THE HINTON HIGH SCHOOL BUILDING
 AB5698'ABOUT THREE FEET NORTH OF THE CORNER AND ABOUT ONE AND ONE HALF FEET
 AB5698'FROM THE GROUND, PLACED FIRMLY IN THE BRICK WALL.
 AB5698
 AB5698                          STATION RECOVERY (2022)
 AB5698
 AB5698'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 AB5698'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0469 ***********************************************************************
 EL0469  DESIGNATION -  X 155
 EL0469  PID         -  EL0469
 EL0469  STATE/COUNTY-  OK/CARTER
 EL0469  COUNTRY     -  US
 EL0469  USGS QUAD   -  FOX NE (2018)
 EL0469
 EL0469                         *CURRENT SURVEY CONTROL
 EL0469  ______________________________________________________________________
 EL0469* NAD 83(1986) POSITION- 34 29 32.     (N) 097 22 17.     (W)   SCALED
 EL0469* NAVD 88 ORTHO HEIGHT -   302.823 (meters)      993.51  (feet) ADJUSTED
 EL0469  ______________________________________________________________________
 EL0469  GEOID HEIGHT    -        -25.258 (meters)                     GEOID18
 EL0469  DYNAMIC HEIGHT  -        302.528 (meters)      992.54  (feet) COMP
 EL0469  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 EL0469
 EL0469  VERT ORDER      -  SECOND    CLASS 0
 EL0469
 EL0469.The horizontal coordinates were scaled from a map and have
 EL0469.an estimated accuracy of +/- 6 seconds.
 EL0469
 EL0469.The orthometric height was determined by differential leveling and
 EL0469.adjusted by the NATIONAL GEODETIC SURVEY
 EL0469.in June 1991.
 EL0469
 EL0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0469.GEOID18 height accuracy estimate available here.
 EL0469
 EL0469.Click photographs - Photos may exist for this station.
 EL0469
 EL0469.The dynamic height is computed by dividing the NAVD 88
 EL0469.geopotential number by the normal gravity value computed on the
 EL0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0469.degrees latitude (g = 980.6199 gals.).
 EL0469
 EL0469.The modeled gravity was interpolated from observed gravity values.
 EL0469
 EL0469;                    North         East    Units  Estimated Accuracy
 EL0469;SPC OK S     -   128,730.      657,730.      MT  (+/- 180 meters Scaled)
 EL0469
 EL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD495179(NAD 83)
 EL0469
 EL0469                          SUPERSEDED SURVEY CONTROL
 EL0469
 EL0469  NGVD 29 (??/??/92)  302.746  (m)          993.26   (f) ADJ UNCH    2 0
 EL0469
 EL0469.Superseded values are not recommended for survey control.
 EL0469
 EL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0469.See file dsdata.pdf to determine how the superseded data were derived.
 EL0469
 EL0469_MARKER: DB = BENCH MARK DISK
 EL0469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0469_STAMPING: X 155 1934
 EL0469_MARK LOGO: CGS
 EL0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0469
 EL0469  HISTORY     - Date     Condition        Report By
 EL0469  HISTORY     - 1934     MONUMENTED       CGS
 EL0469
 EL0469                          STATION DESCRIPTION
 EL0469
 EL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0469'12.1 MI E FROM COUNTY LINE.
 EL0469'ABOUT 0.6 MILE EAST OF WHITE SCHOOL WITH GREEN ROOF ON NORTH SIDE
 EL0469'OF HIGHWAY, ABOUT 0.1 MILE WEST OF CURVE IN HIGHWAY AND SMALL
 EL0469'GREY FARM HOUSE, 51 FEET SOUTH OF CENTERLINE OF STATE HWY. 22,
 EL0469'2.3 FEET NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0175 ***********************************************************************
 EL0175  DESIGNATION -  X 156
 EL0175  PID         -  EL0175
 EL0175  STATE/COUNTY-  OK/JOHNSTON
 EL0175  COUNTRY     -  US
 EL0175  USGS QUAD   -  TISHOMINGO (2018)
 EL0175
 EL0175                         *CURRENT SURVEY CONTROL
 EL0175  ______________________________________________________________________
 EL0175* NAD 83(1986) POSITION- 34 12 55.     (N) 096 41 42.     (W)   SCALED
 EL0175* NAVD 88 ORTHO HEIGHT -   193.139 (meters)      633.66  (feet) ADJUSTED
 EL0175  ______________________________________________________________________
 EL0175  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 EL0175  DYNAMIC HEIGHT  -        192.949 (meters)      633.03  (feet) COMP
 EL0175  MODELED GRAVITY -    979,644.5   (mgal)                       NAVD 88
 EL0175
 EL0175  VERT ORDER      -  SECOND    CLASS 0
 EL0175
 EL0175.The horizontal coordinates were scaled from a map and have
 EL0175.an estimated accuracy of +/- 6 seconds.
 EL0175
 EL0175.The orthometric height was determined by differential leveling and
 EL0175.adjusted by the NATIONAL GEODETIC SURVEY
 EL0175.in June 1991.
 EL0175
 EL0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0175.GEOID18 height accuracy estimate available here.
 EL0175
 EL0175.Click photographs - Photos may exist for this station.
 EL0175
 EL0175.The dynamic height is computed by dividing the NAVD 88
 EL0175.geopotential number by the normal gravity value computed on the
 EL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0175.degrees latitude (g = 980.6199 gals.).
 EL0175
 EL0175.The modeled gravity was interpolated from observed gravity values.
 EL0175
 EL0175;                    North         East    Units  Estimated Accuracy
 EL0175;SPC OK S     -    98,610.      720,250.      MT  (+/- 180 meters Scaled)
 EL0175
 EL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC123884(NAD 83)
 EL0175
 EL0175                          SUPERSEDED SURVEY CONTROL
 EL0175
 EL0175  NGVD 29 (??/??/92)  193.099  (m)          633.53   (f) ADJ UNCH    2 0
 EL0175
 EL0175.Superseded values are not recommended for survey control.
 EL0175
 EL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0175.See file dsdata.pdf to determine how the superseded data were derived.
 EL0175
 EL0175_MARKER: DB = BENCH MARK DISK
 EL0175_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0175_STAMPING: X 156 1934
 EL0175_MARK LOGO: CGS
 EL0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0175
 EL0175  HISTORY     - Date     Condition        Report By
 EL0175  HISTORY     - 1934     MONUMENTED       CGS
 EL0175  HISTORY     - 1934     GOOD             CGS
 EL0175
 EL0175                          STATION DESCRIPTION
 EL0175
 EL0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0175'2.4 MI SW FROM TISHOMINGO.
 EL0175'2.4 MILES SOUTHWEST OF, ALONG C.R.I. AND P.RY. FROM RY. STATION,
 EL0175'112 FEET SOUTHEAST OF THIRD TELEGRAPH POLE NORTHEAST OF M.P. 85-20,
 EL0175'90 FEET SOUTHEAST OF CENTERLINE OF R.R. TRACK, 27 FEET NORTH OF
 EL0175'NORTH WALL OF CORRUGATED IRON BARN, 22.9 FEET EAST OF ROSCOE
 EL0175'WILLIAMS NORTHWEST CORRAL BARN, 22.9 FEET EAST OF ROSCOE WILLIAMS
 EL0175'NORTHWEST CORRAL FENCE CORNER, 8.9 FEET SOUTHEAST OF OAK TREE
 EL0175'2.8 FEET IN DIAMETER AT BASE, AT EDGE OF FENCE, 0.8 FEET NORTH OF
 EL0175'CORRAL FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 EL0175
 EL0175                          STATION RECOVERY (1934)
 EL0175
 EL0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0012 ***********************************************************************
 EL0012  DESIGNATION -  X 157
 EL0012  PID         -  EL0012
 EL0012  STATE/COUNTY-  OK/COAL
 EL0012  COUNTRY     -  US
 EL0012  USGS QUAD   -  CENTRAHOMA (2018)
 EL0012
 EL0012                         *CURRENT SURVEY CONTROL
 EL0012  ______________________________________________________________________
 EL0012* NAD 83(1986) POSITION- 34 32 04.     (N) 096 15 22.     (W)   SCALED
 EL0012* NAVD 88 ORTHO HEIGHT -   189.965 (meters)      623.24  (feet) ADJUSTED
 EL0012  ______________________________________________________________________
 EL0012  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 EL0012  DYNAMIC HEIGHT  -        189.775 (meters)      622.62  (feet) COMP
 EL0012  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 EL0012
 EL0012  VERT ORDER      -  SECOND    CLASS 0
 EL0012
 EL0012.The horizontal coordinates were scaled from a map and have
 EL0012.an estimated accuracy of +/- 6 seconds.
 EL0012
 EL0012.The orthometric height was determined by differential leveling and
 EL0012.adjusted by the NATIONAL GEODETIC SURVEY
 EL0012.in June 1991.
 EL0012
 EL0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0012.GEOID18 height accuracy estimate available here.
 EL0012
 EL0012.Click photographs - Photos may exist for this station.
 EL0012
 EL0012.The dynamic height is computed by dividing the NAVD 88
 EL0012.geopotential number by the normal gravity value computed on the
 EL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0012.degrees latitude (g = 980.6199 gals.).
 EL0012
 EL0012.The modeled gravity was interpolated from observed gravity values.
 EL0012
 EL0012;                    North         East    Units  Estimated Accuracy
 EL0012;SPC OK S     -   134,610.      760,080.      MT  (+/- 180 meters Scaled)
 EL0012
 EL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD518248(NAD 83)
 EL0012
 EL0012                          SUPERSEDED SURVEY CONTROL
 EL0012
 EL0012  NGVD 29 (??/??/92)  189.894  (m)          623.01   (f) ADJ UNCH    2 0
 EL0012
 EL0012.Superseded values are not recommended for survey control.
 EL0012
 EL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0012.See file dsdata.pdf to determine how the superseded data were derived.
 EL0012
 EL0012_MARKER: DB = BENCH MARK DISK
 EL0012_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0012_STAMPING: X 157 1934
 EL0012_MARK LOGO: CGS
 EL0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0012
 EL0012  HISTORY     - Date     Condition        Report By
 EL0012  HISTORY     - 1934     MONUMENTED       CGS
 EL0012
 EL0012                          STATION DESCRIPTION
 EL0012
 EL0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0012'3.5 MI SW FROM COALGATE.
 EL0012'ABOUT 3.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0012'PACIFIC RAILWAY FROM THE COURTHOUSE AT COALGATE, COAL COUNTY,
 EL0012'32.8 FEET NORTHWEST OF MILEPOST 45+5, AT A SECTION ROAD CROSSING,
 EL0012'30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 51 FEET NORTHWEST
 EL0012'OF THE CENTER LINE OF THE TRACK, 3.6 FEET SOUTHWEST OF THE
 EL0012'NORTHEAST SHARP-ANGLE CORNER OF A FENCE SURROUNDING A FIELD, AND
 EL0012'ABOUT 2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 EL0012'X 157 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0022 ***********************************************************************
 EL0022  DESIGNATION -  X 158 RESET
 EL0022  PID         -  EL0022
 EL0022  STATE/COUNTY-  OK/COAL
 EL0022  COUNTRY     -  US
 EL0022  USGS QUAD   -  COALGATE SE (2019)
 EL0022
 EL0022                         *CURRENT SURVEY CONTROL
 EL0022  ______________________________________________________________________
 EL0022* NAD 83(1986) POSITION- 34 36 24.     (N) 096 06 19.     (W)   SCALED
 EL0022* NAVD 88 ORTHO HEIGHT -   195.51  (+/-2cm)      641.4   (feet) VERTCON3
 EL0022  ______________________________________________________________________
 EL0022  GEOID HEIGHT    -        -28.517 (meters)                     GEOID18
 EL0022  VERT ORDER      -  THIRD (See Below)
 EL0022
 EL0022.The horizontal coordinates were scaled from a map and have
 EL0022.an estimated accuracy of +/- 6 seconds.
 EL0022
 EL0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL0022
 EL0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0022.GEOID18 height accuracy estimate available here.
 EL0022
 EL0022.The vertical order pertains to the NGVD 29 superseded value.
 EL0022
 EL0022.Click photographs - Photos may exist for this station.
 EL0022
 EL0022;                    North         East    Units  Estimated Accuracy
 EL0022;SPC OK S     -   142,870.      773,770.      MT  (+/- 180 meters Scaled)
 EL0022
 EL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD654332(NAD 83)
 EL0022
 EL0022                          SUPERSEDED SURVEY CONTROL
 EL0022
 EL0022  NGVD 29 (??/??/??)  195.43   (m)          641.2    (f) RESET       3  
 EL0022
 EL0022.Superseded values are not recommended for survey control.
 EL0022
 EL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0022.See file dsdata.pdf to determine how the superseded data were derived.
 EL0022
 EL0022_MARKER: DB = BENCH MARK DISK
 EL0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EL0022_STAMPING: X 158 RESET 1959
 EL0022_MARK LOGO: CGS
 EL0022_MAGNETIC: P = MARKER IS A STEEL PIPE
 EL0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0022
 EL0022  HISTORY     - Date     Condition        Report By
 EL0022  HISTORY     - 1959     MONUMENTED       CGS
 EL0022
 EL0022                          STATION DESCRIPTION
 EL0022
 EL0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EL0022'1.9 MI NE FROM CAIRO.
 EL0022'ABOUT 1.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0022'PACIFIC RAILWAY FROM THE SCHOOL AT CAIRO, COAL COUNTY, 45.7 FEET
 EL0022'NORTHEAST OF THE THIRD POLE SOUTHWEST OF MILEPOST 35, ABOUT 225
 EL0022'FEET SOUTHWEST OF A ROAD CROSSING, 19.3 FEET WEST OF THE NORTHWEST
 EL0022'HEAD WALL OF A SANDSTONE RAILWAY CULVERT, 36 FEET SOUTHEAST OF
 EL0022'THE CENTERLINE OF A ROAD PARALLELING THE TRACK, 33.2 FEET
 EL0022'NORTHWEST OF THE CENTERLINE OF THE TRACK, 17 FEET SOUTHEAST OF
 EL0022'THE RIGHT-OF-WAY FENCE, AND SET IN A 3-INCH STEEL POST CONCRETED
 EL0022'IN GROUND, ABOVE THE GROUND APPROXIMATELY 3 FEET AND PAINTED
 EL0022'ALUMINUM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0637 ***********************************************************************
 EK0637  DESIGNATION -  X 159
 EK0637  PID         -  EK0637
 EK0637  STATE/COUNTY-  OK/PITTSBURG
 EK0637  COUNTRY     -  US
 EK0637  USGS QUAD   -  HARTSHORNE (2018)
 EK0637
 EK0637                         *CURRENT SURVEY CONTROL
 EK0637  ______________________________________________________________________
 EK0637* NAD 83(1986) POSITION- 34 51 15.     (N) 095 33 17.     (W)   SCALED
 EK0637* NAVD 88 ORTHO HEIGHT -   215.101 (meters)      705.71  (feet) ADJUSTED
 EK0637  ______________________________________________________________________
 EK0637  GEOID HEIGHT    -        -30.726 (meters)                     GEOID18
 EK0637  DYNAMIC HEIGHT  -        214.881 (meters)      704.99  (feet) COMP
 EK0637  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EK0637
 EK0637  VERT ORDER      -  SECOND    CLASS 0
 EK0637
 EK0637.The horizontal coordinates were scaled from a map and have
 EK0637.an estimated accuracy of +/- 6 seconds.
 EK0637
 EK0637.The orthometric height was determined by differential leveling and
 EK0637.adjusted by the NATIONAL GEODETIC SURVEY
 EK0637.in June 1991.
 EK0637
 EK0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0637.GEOID18 height accuracy estimate available here.
 EK0637
 EK0637.Click photographs - Photos may exist for this station.
 EK0637
 EK0637.The dynamic height is computed by dividing the NAVD 88
 EK0637.geopotential number by the normal gravity value computed on the
 EK0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0637.degrees latitude (g = 980.6199 gals.).
 EK0637
 EK0637.The modeled gravity was interpolated from observed gravity values.
 EK0637
 EK0637;                    North         East    Units  Estimated Accuracy
 EK0637;SPC OK S     -   171,410.      823,590.      MT  (+/- 180 meters Scaled)
 EK0637
 EK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU664598(NAD 83)
 EK0637
 EK0637                          SUPERSEDED SURVEY CONTROL
 EK0637
 EK0637  NGVD 29 (??/??/92)  214.989  (m)          705.34   (f) ADJ UNCH    2 0
 EK0637
 EK0637.Superseded values are not recommended for survey control.
 EK0637
 EK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0637.See file dsdata.pdf to determine how the superseded data were derived.
 EK0637
 EK0637_MARKER: DB = BENCH MARK DISK
 EK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0637_STAMPING: X 159 1934
 EK0637_MARK LOGO: CGS
 EK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0637+STABILITY: SURFACE MOTION
 EK0637
 EK0637  HISTORY     - Date     Condition        Report By
 EK0637  HISTORY     - 1934     MONUMENTED       CGS
 EK0637  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EK0637
 EK0637                          STATION DESCRIPTION
 EK0637
 EK0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0637'AT HARTSHORNE.
 EK0637'AT HARTSHORNE, PITTSBURG COUNTY, ABOUT 120 FEET SOUTHWEST OF
 EK0637'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, IN THE
 EK0637'EAST END OF A SMALL PARK, 3 FEET WEST OF THE ENTRANCE TO THE
 EK0637'PARK, ABOUT 55 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK,
 EK0637'AND 1.5 FEET INSIDE OF A FENCE.  A STANDARD DISK, STAMPED X 159
 EK0637'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0637
 EK0637                          STATION RECOVERY (1988)
 EK0637
 EK0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 EK0637'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0699 ***********************************************************************
 FH0699  FBN         -  This is a Federal Base Network Control Station.
 FH0699  DESIGNATION -  X 161
 FH0699  PID         -  FH0699
 FH0699  STATE/COUNTY-  OK/OKMULGEE
 FH0699  COUNTRY     -  US
 FH0699  USGS QUAD   -  COUNCIL HILL (2018)
 FH0699
 FH0699                         *CURRENT SURVEY CONTROL
 FH0699  ______________________________________________________________________
 FH0699* NAD 83(2011) POSITION- 35 36 53.15444(N) 095 44 54.48165(W)   ADJUSTED
 FH0699* NAD 83(2011) ELLIP HT-   194.367 (meters)        (06/27/12)   ADJUSTED
 FH0699* NAD 83(2011) EPOCH   -  2010.00
 FH0699* NAVD 88 ORTHO HEIGHT -   223.751 (meters)      734.09  (feet) ADJUSTED
 FH0699  ______________________________________________________________________
 FH0699  GEOID HEIGHT    -        -29.393 (meters)                     GEOID18
 FH0699  NAD 83(2011) X  -   -519,954.533 (meters)                     COMP
 FH0699  NAD 83(2011) Y  - -5,165,059.246 (meters)                     COMP
 FH0699  NAD 83(2011) Z  -  3,693,640.116 (meters)                     COMP
 FH0699  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 FH0699  DYNAMIC HEIGHT  -        223.543 (meters)      733.41  (feet) COMP
 FH0699  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 FH0699
 FH0699  VERT ORDER      -  SECOND    CLASS 0
 FH0699
 FH0699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0699  Standards:
 FH0699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0699  -------------------------------------------------------------------
 FH0699  NETWORK    0.66   1.45           0.28   0.26   0.74     -0.06838560
 FH0699  -------------------------------------------------------------------
 FH0699  Click here for local accuracies and other accuracy information.
 FH0699
 FH0699.The horizontal coordinates were established by GPS observations
 FH0699.and adjusted by the National Geodetic Survey in June 2012.
 FH0699
 FH0699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0699.been affixed to the stable North American tectonic plate. See 
 FH0699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0699
 FH0699.The horizontal coordinates are valid at the epoch date displayed above
 FH0699.which is a decimal equivalence of Year/Month/Day.
 FH0699
 FH0699.The orthometric height was determined by differential leveling and
 FH0699.adjusted by the NATIONAL GEODETIC SURVEY
 FH0699.in June 1991.
 FH0699
 FH0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0699.GEOID18 height accuracy estimate available here.
 FH0699
 FH0699.Click photographs - Photos may exist for this station.
 FH0699
 FH0699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0699
 FH0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0699
 FH0699.The ellipsoidal height was determined by GPS observations
 FH0699.and is referenced to NAD 83.
 FH0699
 FH0699.The dynamic height is computed by dividing the NAVD 88
 FH0699.geopotential number by the normal gravity value computed on the
 FH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0699.degrees latitude (g = 980.6199 gals.).
 FH0699
 FH0699.The modeled gravity was interpolated from observed gravity values.
 FH0699
 FH0699. The following values were computed from the NAD 83(2011) position.
 FH0699
 FH0699;                    North         East     Units Scale Factor Converg.
 FH0699;SPC OK N     -    70,575.299   803,969.236   MT  0.99999162   +1 19 43.4
 FH0699;SPC OK N     -   231,545.79  2,637,689.07   sFT  0.99999162   +1 19 43.4
 FH0699;UTM  15      - 3,944,700.242   251,057.075   MT  1.00036375   -1 36 04.8
 FH0699
 FH0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0699!SPC OK N     -   0.99996949  x   0.99999162  =   0.99996111
 FH0699!UTM  15      -   0.99996949  x   1.00036375  =   1.00033323
 FH0699
 FH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5105744700(NAD 83)
 FH0699
 FH0699                          SUPERSEDED SURVEY CONTROL
 FH0699
 FH0699  NAD 83(2007)-  35 36 53.15460(N)    095 44 54.48240(W) AD(2002.00) 0
 FH0699  ELLIP H (02/10/07)  194.379  (m)                       GP(2002.00)    
 FH0699  ELLIP H (06/09/00)  194.383  (m)                       GP(       ) 2 2
 FH0699  NAD 83(1993)-  35 36 53.15451(N)    095 44 54.48189(W) AD(       ) B
 FH0699  ELLIP H (05/09/94)  194.465  (m)                       GP(       ) 4 2
 FH0699  NAD 83(1986)-  35 36 53.17984(N)    095 44 54.47266(W) AD(       ) 2
 FH0699  NAD 27      -  35 36 52.81791(N)    095 44 53.50934(W) AD(       ) 2
 FH0699  NAVD 88             223.75   (m)          734.1    (f) LEVELING    3  
 FH0699  NGVD 29 (??/??/92)  223.636  (m)          733.71   (f) ADJ UNCH    2 0
 FH0699  NGVD 29             223.64   (m)          733.7    (f) LEVELING    3  
 FH0699
 FH0699.Superseded values are not recommended for survey control.
 FH0699
 FH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0699.See file dsdata.pdf to determine how the superseded data were derived.
 FH0699
 FH0699_MARKER: DB = BENCH MARK DISK
 FH0699_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0699_STAMPING: X 161 1934
 FH0699_MARK LOGO: CGS
 FH0699_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0699+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2024
 FH0699
 FH0699  HISTORY     - Date     Condition        Report By
 FH0699  HISTORY     - 1934     MONUMENTED       CGS
 FH0699  HISTORY     - 1968     GOOD             CGS
 FH0699  HISTORY     - 19930507 GOOD             NGS
 FH0699  HISTORY     - 19970429 GOOD             NGS
 FH0699  HISTORY     - 19970508 GOOD             NGS
 FH0699  HISTORY     - 19990827 GOOD             NGS
 FH0699  HISTORY     - 20000301 GOOD             OKDOT
 FH0699  HISTORY     - 20020825 GOOD             OKDOT
 FH0699  HISTORY     - 20230614 GOOD             OKDOT
 FH0699  HISTORY     - 20230816 GOOD             OKDOT
 FH0699  HISTORY     - 20241111 GOOD             CWNGRP
 FH0699
 FH0699                          STATION DESCRIPTION
 FH0699
 FH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0699'6.4 MI SW FROM BOYNTON.
 FH0699'6.4 MILES SOUTHWEST OF, ALONG S.L. AND S.F. RY. FROM STATION.
 FH0699'ABOUT 425 FEET WEST OF WOODEN RAILWAY TRESTLE 481.3, 115 FEET
 FH0699'SOUTHWEST OF M.P. 481-10, 49.4 FEET EAST OF CENTERLINE OF
 FH0699'NORTH-SOUTH DIRT ROAD CROSSING, 48 FEET SOUTH OF CENTERLINE
 FH0699'OF ST. LOUIS AND SAN FRANCISCO RY., 5 FEET NORTH OF TELEPHONE
 FH0699'POLE 827.  TABLET SET IN PRECAST CONCRETE POST.
 FH0699
 FH0699                          STATION RECOVERY (1968)
 FH0699
 FH0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 FH0699'6.4 MILES SOUTHWEST OF, ALONG S.L, AND S.F.RY. FROM STATION.  ABOUT
 FH0699'425 FEET WEST OF WOODEN RAILWAY TRESTLE 481.3.  115 FEET SOUTHWEST
 FH0699'OF M.P. 481-10.  49.4 FEET EAST OF CENTERLINE OF NORTH-SOUTH DIRT
 FH0699'ROAD CROSSING.  48 FEET SOUTH OF CENTERLINE OF ST. LOUIS AND SAN
 FH0699'FRANCISCO RY.  5 FEET NORTH OF TELEPHONE POLE 827.
 FH0699'
 FH0699'TABLET SET IN PRECAST CONCRETE POST.
 FH0699
 FH0699                          STATION RECOVERY (1993)
 FH0699
 FH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FH0699'STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST OF MORRIS, 9 KM
 FH0699'(5.60 MI) SOUTHWEST OF BOYNTON, 0.6 KM (0.35 MI) NORTH OF US HIGHWAY
 FH0699'62, ALONG THE SOUTH RIGHT-OF-WAY FENCE OF A NOW-REMOVED RAILROAD
 FH0699'TRACK, IN WEST CENTRAL SECTION 20, T 13 N, R 15 E.
 FH0699'OWNERSHIP--UNKNOWN.
 FH0699'TO REACH FROM THE JUNCTION OF US HIGHWAY 62 AND STATE HIGHWAY 72,
 FH0699'ABOUT 4.5 KM (2.80 MI) SOUTH OF BOYNTON, GO WEST ON HIGHWAY 62 FOR
 FH0699'4.86 KM (3.00 MI) TO A DIRT CROSSROAD AT THE COUNTY LINE.  CONTINUE
 FH0699'AHEAD FOR 3.24 KM (2.00 MI) TO A DIRT CROSSROAD.  TURN RIGHT, NORTH,
 FH0699'ON ROAD NORTH 408 SOUTH FOR 0.58 KM (0.35 MI) TO A DIM ROAD RIGHT IN
 FH0699'THE OLD RIGHT-OF-WAY AND STATION ON THE RIGHT.
 FH0699'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 FH0699'PROJECTING 2 CM ABOVE GROUND IN WEEDS.  IT IS 15.0 M (49.2 FT) EAST
 FH0699'OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 0.4 M (1.3 FT)
 FH0699'NORTH OF A FIBERGLASS WITNESS POST IN THE FENCELINE, 14.0 M (45.9 FT)
 FH0699'SOUTHEAST OF THE SOUTH END OF A PLASTIC PIPE UNDER THE ROAD ENTRANCE,
 FH0699'7.8 M (25.6 FT) EAST OF A PIPE FENCE CORNER POST, 0.9 M (3.0 FT)
 FH0699'EAST-NORTHEAST OF A BRACED PIPE FENCE POST, 0.65 M (2.13 FT) WEST OF A
 FH0699'WOODEN POST PROJECTING 1.2 M, 0.6 M (2.0 FT) EAST OF A WOODEN POST
 FH0699'PROJECTING 1.2 M (3.9 FT) AND 0.4 M (1.3 FT) NORTH OF A METAL WITNESS
 FH0699'POST IN A FENCE LINE.
 FH0699
 FH0699                          STATION RECOVERY (1997)
 FH0699
 FH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0699'10.3 KM (6.40 MI) EASTERLY ALONG U.S.  HIGHWAY 62 FROM THE JUNCTION OF
 FH0699'STATE HIGHWAY 52 IN MORRIS, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG
 FH0699'COUNTY ROAD N 408 S, 14.5 M (47.6 FT) EAST OF THE ROAD CENTER, 0.6 M
 FH0699'(2.0 FT) WEST OF A WOODEN WITNESS POST, 0.5 M (1.6 FT) EAST OF A
 FH0699'WOODEN WITNESS POST, 0.5 KM (0.30 MI) NORTH OF A WITNESS POST, 0.4 M
 FH0699'(1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 FH0699'(0.3 FT) ABOVE THE GROUND SURFACE.
 FH0699
 FH0699                          STATION RECOVERY (1997)
 FH0699
 FH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 FH0699'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1993 STATION RECOVERY.
 FH0699
 FH0699                          STATION RECOVERY (1999)
 FH0699
 FH0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FH0699'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST OF MORRIS, 9.0 KM
 FH0699'(5.60 MI) SOUTHWEST OF BOYNTON, ON PRIVATE PROPERTY AT 16630 NORTH 350
 FH0699'ROAD.  NOTE--CONTACT PROPERTY OWNER ONE DAY IN ADVANCE BEFORE
 FH0699'OCCUPYING THIS STATION.  TO REACH THE STATION FROM THE JUNCTION OF
 FH0699'STATE HIGHWAY 52 (HUGHES STREET) AND STATE HIGHWAY 62 (OZARK STREET)
 FH0699'IN THE CENTER OF MORRIS, GO EAST ON HIGHWAY 62 FOR 10.3 KM (6.40 MI)
 FH0699'TO THE INTERSECTION OF GRAVELED SECTION ROADS, NORTH 408 SOUTH ON THE
 FH0699'RIGHT AND NORTH 305 SOUTH ON THE LEFT (UNMARKED).  TURN LEFT, NORTH ON
 FH0699'ROAD 305 FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT, IN THE
 FH0699'FRONT LAWN OF A HOUSE TRAILER.  THE STATION IS SET IN THE TOP OF A 15
 FH0699'CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  LOCATED 14.5 M
 FH0699'(47.6 FT) EAST OF THE CENTER OF THE ROAD, 13.56 M (44.49 FT) SOUTH OF
 FH0699'THE CENTER OF THE ENTRANCE DRIVE FOR THE TRAILER, 7.10 M (23.29 FT)
 FH0699'SOUTHEAST A 4X4 WOOD POST WITH SIGN --16630 N 350 RD-- AND 0.43 M
 FH0699'(1.41 FT) NORTH OF A OKDOT WITNESS POST.
 FH0699
 FH0699                          STATION RECOVERY (2000)
 FH0699
 FH0699'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000
 FH0699'RECOVERED AS DESCRIBED.
 FH0699
 FH0699                          STATION RECOVERY (2002)
 FH0699
 FH0699'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DKS)
 FH0699'RECOVERED IN GOOD CONDITION.
 FH0699
 FH0699                          STATION RECOVERY (2023)
 FH0699
 FH0699'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (MET)
 FH0699'MARK RECOVERED IN GOOD CONDITION.
 FH0699
 FH0699                          STATION RECOVERY (2023)
 FH0699
 FH0699'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (BRE)
 FH0699'MARK RECOVERED IN GOOD CONDITION BY OKDOT.
 FH0699
 FH0699                          STATION RECOVERY (2024)
 FH0699
 FH0699'RECOVERY NOTE BY COWAN GROUP ENGINEERING 2024 (CH)
 FH0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0162 ***********************************************************************
 GG0162  DESIGNATION -  X 162
 GG0162  PID         -  GG0162
 GG0162  STATE/COUNTY-  OK/DELAWARE
 GG0162  COUNTRY     -  US
 GG0162  USGS QUAD   -  KANSAS (2019)
 GG0162
 GG0162                         *CURRENT SURVEY CONTROL
 GG0162  ______________________________________________________________________
 GG0162* NAD 83(1986) POSITION- 36 10 39.     (N) 094 46 33.     (W)   SCALED
 GG0162* NAVD 88 ORTHO HEIGHT -   361.359 (meters)     1185.56  (feet) ADJUSTED
 GG0162  ______________________________________________________________________
 GG0162  GEOID HEIGHT    -        -28.612 (meters)                     GEOID18
 GG0162  DYNAMIC HEIGHT  -        361.039 (meters)     1184.51  (feet) COMP
 GG0162  MODELED GRAVITY -    979,734.4   (mgal)                       NAVD 88
 GG0162
 GG0162  VERT ORDER      -  SECOND    CLASS 0
 GG0162
 GG0162.The horizontal coordinates were scaled from a map and have
 GG0162.an estimated accuracy of +/- 6 seconds.
 GG0162
 GG0162.The orthometric height was determined by differential leveling and
 GG0162.adjusted by the NATIONAL GEODETIC SURVEY
 GG0162.in June 1991.
 GG0162
 GG0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0162.GEOID18 height accuracy estimate available here.
 GG0162
 GG0162.Click photographs - Photos may exist for this station.
 GG0162
 GG0162.The dynamic height is computed by dividing the NAVD 88
 GG0162.geopotential number by the normal gravity value computed on the
 GG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0162.degrees latitude (g = 980.6199 gals.).
 GG0162
 GG0162.The modeled gravity was interpolated from observed gravity values.
 GG0162
 GG0162;                    North         East    Units  Estimated Accuracy
 GG0162;SPC OK N     -   135,460.      889,980.      MT  (+/- 180 meters Scaled)
 GG0162
 GG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA402050(NAD 83)
 GG0162
 GG0162                          SUPERSEDED SURVEY CONTROL
 GG0162
 GG0162  NGVD 29 (??/??/92)  361.217  (m)         1185.09   (f) ADJ UNCH    2 0
 GG0162
 GG0162.Superseded values are not recommended for survey control.
 GG0162
 GG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0162.See file dsdata.pdf to determine how the superseded data were derived.
 GG0162
 GG0162_MARKER: DB = BENCH MARK DISK
 GG0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0162_STAMPING: X 162 1934
 GG0162_MARK LOGO: CGS
 GG0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0162+STABILITY: SURFACE MOTION
 GG0162
 GG0162  HISTORY     - Date     Condition        Report By
 GG0162  HISTORY     - 1934     MONUMENTED       CGS
 GG0162  HISTORY     - 1960     GOOD             CGS
 GG0162  HISTORY     - 20000123 GOOD             OKDOT
 GG0162
 GG0162                          STATION DESCRIPTION
 GG0162
 GG0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0162'9.3 MI N FROM SCRAPER.
 GG0162'THIS MARK RECOVERED ABOUT 2.0 MILES SOUTH OF THE JUNCTION OF
 GG0162'U.S. HIGHWAY 59 AND STATE HIGHWAYS 10 AND 33, 58 FEET EAST OF
 GG0162'THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTHEAST OF CENTER OF A
 GG0162'WIRE GATE AT ROAD LEADING SOUTHEAST AND ABOUT 21 FEET NORTHWEST
 GG0162'OF A LARGE OAK TREE.
 GG0162
 GG0162                          STATION RECOVERY (2000)
 GG0162
 GG0162'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2000
 GG0162'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0261 ***********************************************************************
 GG0261  DESIGNATION -  X 163
 GG0261  PID         -  GG0261
 GG0261  STATE/COUNTY-  OK/OTTAWA
 GG0261  COUNTRY     -  US
 GG0261  USGS QUAD   -  MIAMI SE (2018)
 GG0261
 GG0261                         *CURRENT SURVEY CONTROL
 GG0261  ______________________________________________________________________
 GG0261* NAD 83(1986) POSITION- 36 45 42.59   (N) 094 49 00.36   (W)   HD_HELD1
 GG0261* NAVD 88 ORTHO HEIGHT -   237.855 (meters)      780.36  (feet) ADJUSTED
 GG0261  ______________________________________________________________________
 GG0261  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 GG0261  DYNAMIC HEIGHT  -        237.659 (meters)      779.72  (feet) COMP
 GG0261  MODELED GRAVITY -    979,804.9   (mgal)                       NAVD 88
 GG0261
 GG0261  VERT ORDER      -  SECOND    CLASS 0
 GG0261
 GG0261.The horizontal coordinates were determined by differentially corrected
 GG0261.hand held GPS observations or other comparable positioning techniques
 GG0261.and have an estimated accuracy of +/- 3 meters.
 GG0261
 GG0261.The orthometric height was determined by differential leveling and
 GG0261.adjusted by the NATIONAL GEODETIC SURVEY
 GG0261.in June 1991.
 GG0261
 GG0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0261.GEOID18 height accuracy estimate available here.
 GG0261
 GG0261.Click photographs - Photos may exist for this station.
 GG0261
 GG0261.The dynamic height is computed by dividing the NAVD 88
 GG0261.geopotential number by the normal gravity value computed on the
 GG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0261.degrees latitude (g = 980.6199 gals.).
 GG0261
 GG0261.The modeled gravity was interpolated from observed gravity values.
 GG0261
 GG0261;                    North         East    Units  Estimated Accuracy
 GG0261;SPC OK N     -   200,145.6     884,175.0     MT  (+/- 3 meters HH1 GPS) 
 GG0261
 GG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3784069990(NAD 83)
 GG0261
 GG0261                          SUPERSEDED SURVEY CONTROL
 GG0261
 GG0261  NGVD 29 (??/??/92)  237.752  (m)          780.02   (f) ADJ UNCH    2 0
 GG0261
 GG0261.Superseded values are not recommended for survey control.
 GG0261
 GG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0261.See file dsdata.pdf to determine how the superseded data were derived.
 GG0261
 GG0261_MARKER: DB = BENCH MARK DISK
 GG0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0261_SP_SET: BRIDGE
 GG0261_STAMPING: X 163 1934
 GG0261_MARK LOGO: CGS
 GG0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0261+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 GG0261
 GG0261  HISTORY     - Date     Condition        Report By
 GG0261  HISTORY     - 1934     MONUMENTED       CGS
 GG0261  HISTORY     - 1989     GOOD             USPSQD
 GG0261  HISTORY     - 20090315 GOOD             GEOCAC
 GG0261  HISTORY     - 20110205 GOOD             INDIV
 GG0261
 GG0261                          STATION DESCRIPTION
 GG0261
 GG0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0261'2 MI NE FROM FAIRLAND.
 GG0261'2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0261'THE STATION AT FAIRLAND, OTTAWA COUNTY, 0.3 MILE SOUTHWEST OF
 GG0261'THE SIDING AT OGEECHEE, 250 FEET NORTHEAST OF POLE 338+25, AT
 GG0261'STEEL TRESTLE 338.7, IN THE TOP OF THE NORTHEAST CONCRETE
 GG0261'ABUTMENT, 6.2 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN
 GG0261'TRACK, AND 3.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 GG0261'STAMPED X 163 1934.
 GG0261
 GG0261                          STATION RECOVERY (1989)
 GG0261
 GG0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0261'RECOVERED IN GOOD CONDITION.
 GG0261
 GG0261                          STATION RECOVERY (2009)
 GG0261
 GG0261'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0261'MARK RECOVERED IN GOOD SHAPE.
 GG0261
 GG0261                          STATION RECOVERY (2011)
 GG0261
 GG0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JC)
 GG0261'MARK IS LOCATED IN THE SOUTHEAST ABUTMENT.  ALL OTHER CALLS ARE
 GG0261'CORRECT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0424 ***********************************************************************
 FH0424  DESIGNATION -  X 164
 FH0424  PID         -  FH0424
 FH0424  STATE/COUNTY-  OK/CHEROKEE
 FH0424  COUNTRY     -  US
 FH0424  USGS QUAD   -  PROCTOR (2019)
 FH0424
 FH0424                         *CURRENT SURVEY CONTROL
 FH0424  ______________________________________________________________________
 FH0424* NAD 83(1986) POSITION- 35 55 11.     (N) 094 50 33.     (W)   SCALED
 FH0424* NAVD 88 ORTHO HEIGHT -   220.991 (meters)      725.03  (feet) ADJUSTED
 FH0424  ______________________________________________________________________
 FH0424  GEOID HEIGHT    -        -28.859 (meters)                     GEOID18
 FH0424  DYNAMIC HEIGHT  -        220.792 (meters)      724.38  (feet) COMP
 FH0424  MODELED GRAVITY -    979,726.6   (mgal)                       NAVD 88
 FH0424
 FH0424  VERT ORDER      -  SECOND    CLASS 0
 FH0424
 FH0424.The horizontal coordinates were scaled from a map and have
 FH0424.an estimated accuracy of +/- 6 seconds.
 FH0424
 FH0424.The orthometric height was determined by differential leveling and
 FH0424.adjusted by the NATIONAL GEODETIC SURVEY
 FH0424.in June 1991.
 FH0424
 FH0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0424.GEOID18 height accuracy estimate available here.
 FH0424
 FH0424.Click photographs - Photos may exist for this station.
 FH0424
 FH0424.The dynamic height is computed by dividing the NAVD 88
 FH0424.geopotential number by the normal gravity value computed on the
 FH0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0424.degrees latitude (g = 980.6199 gals.).
 FH0424
 FH0424.The modeled gravity was interpolated from observed gravity values.
 FH0424
 FH0424;                    North         East    Units  Estimated Accuracy
 FH0424;SPC OK N     -   106,680.      884,920.      MT  (+/- 180 meters Scaled)
 FH0424
 FH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV337766(NAD 83)
 FH0424
 FH0424                          SUPERSEDED SURVEY CONTROL
 FH0424
 FH0424  NGVD 29 (??/??/92)  220.850  (m)          724.57   (f) ADJ UNCH    2 0
 FH0424
 FH0424.Superseded values are not recommended for survey control.
 FH0424
 FH0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0424.See file dsdata.pdf to determine how the superseded data were derived.
 FH0424
 FH0424_MARKER: DB = BENCH MARK DISK
 FH0424_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0424_STAMPING: X 164 1934
 FH0424_MARK LOGO: CGS
 FH0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0424
 FH0424  HISTORY     - Date     Condition        Report By
 FH0424  HISTORY     - 1934     MONUMENTED       CGS
 FH0424  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0424
 FH0424                          STATION DESCRIPTION
 FH0424
 FH0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0424'5.5 MI NE FROM WELLING.
 FH0424'5.5 MILES NORTHEAST OF, ALONG S.L. AND S.F.RY. FROM STATION, ABOUT
 FH0424'1500 FEET SOUTH OF INTERSECTION OF ST. HWY. 51 WITH RAILWAY
 FH0424'TRACK, 230 FEET NORTH OF METAL PIPE CULVERT UNDER RAILWAY, 180
 FH0424'FEET NORTH OF M.P. 405-15, 48.3 FEET WEST OF CENTERLINE OF ST.
 FH0424'LOUIS AND SAN FRANCISCO RY., 10.3 FEET NORTHWEST OF TELEGRAPH
 FH0424'POLE, 1.7 FT. SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST
 FH0424'CONCRETE POST.
 FH0424
 FH0424                          STATION RECOVERY (1972)
 FH0424
 FH0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0319 ***********************************************************************
 EK0319  DESIGNATION -  X 168
 EK0319  PID         -  EK0319
 EK0319  STATE/COUNTY-  OK/MCCURTAIN
 EK0319  COUNTRY     -  US
 EK0319  USGS QUAD   -  SMITHVILLE (2018)
 EK0319
 EK0319                         *CURRENT SURVEY CONTROL
 EK0319  ______________________________________________________________________
 EK0319* NAD 83(1986) POSITION- 34 27 38.     (N) 094 39 06.     (W)   SCALED
 EK0319* NAVD 88 ORTHO HEIGHT -   214.067 (meters)      702.32  (feet) ADJUSTED
 EK0319  ______________________________________________________________________
 EK0319  GEOID HEIGHT    -        -30.727 (meters)                     GEOID18
 EK0319  DYNAMIC HEIGHT  -        213.834 (meters)      701.55  (feet) COMP
 EK0319  MODELED GRAVITY -    979,545.0   (mgal)                       NAVD 88
 EK0319
 EK0319  VERT ORDER      -  SECOND    CLASS 0
 EK0319
 EK0319.The horizontal coordinates were scaled from a map and have
 EK0319.an estimated accuracy of +/- 6 seconds.
 EK0319
 EK0319.The orthometric height was determined by differential leveling and
 EK0319.adjusted by the NATIONAL GEODETIC SURVEY
 EK0319.in June 1991.
 EK0319
 EK0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0319.GEOID18 height accuracy estimate available here.
 EK0319
 EK0319.Click photographs - Photos may exist for this station.
 EK0319
 EK0319.The dynamic height is computed by dividing the NAVD 88
 EK0319.geopotential number by the normal gravity value computed on the
 EK0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0319.degrees latitude (g = 980.6199 gals.).
 EK0319
 EK0319.The modeled gravity was interpolated from observed gravity values.
 EK0319
 EK0319;                    North         East    Units  Estimated Accuracy
 EK0319;SPC OK S     -   130,140.      907,580.      MT  (+/- 180 meters Scaled)
 EK0319
 EK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU482144(NAD 83)
 EK0319
 EK0319                          SUPERSEDED SURVEY CONTROL
 EK0319
 EK0319  NGVD 29 (??/??/92)  213.996  (m)          702.09   (f) ADJ UNCH    2 0
 EK0319
 EK0319.Superseded values are not recommended for survey control.
 EK0319
 EK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0319.See file dsdata.pdf to determine how the superseded data were derived.
 EK0319
 EK0319_MARKER: DB = BENCH MARK DISK
 EK0319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0319_STAMPING: X 168 1934
 EK0319_MARK LOGO: CGS
 EK0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0319
 EK0319  HISTORY     - Date     Condition        Report By
 EK0319  HISTORY     - 1934     MONUMENTED       CGS
 EK0319  HISTORY     - 1957     POOR             USGS
 EK0319  HISTORY     - 1978     MARK NOT FOUND   USGS
 EK0319
 EK0319                          STATION DESCRIPTION
 EK0319
 EK0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0319'0.6 MI SW FROM SMITHVILLE.
 EK0319'0.6 MILES SOUTHWEST OF, ALONG ST. HWY 21 84.2 FEET NORTHWEST
 EK0319'OF WEST END OF NORTH GUARD RAIL OF HIGHWAY BRIDGE OVER CEDAR
 EK0319'CREEK, 32 FEET NORTH OF CENTERLINE OF ST. HWY. 21, 11 FEET EAST
 EK0319'OF EAST EDGE OF BARROW PIT, 3 FEET ABOVE HIGHWAY.  TABLET SET
 EK0319'IN PRECAST CONCRETE POST.
 EK0319
 EK0319                          STATION RECOVERY (1957)
 EK0319
 EK0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EK0319'MARK RECOVERED IN POOR CONDITION.
 EK0319
 EK0319                          STATION RECOVERY (1978)
 EK0319
 EK0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EK0319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0196 ***********************************************************************
 FK0196  DESIGNATION -  X 169
 FK0196  PID         -  FK0196
 FK0196  STATE/COUNTY-  OK/CUSTER
 FK0196  COUNTRY     -  US
 FK0196  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0196
 FK0196                         *CURRENT SURVEY CONTROL
 FK0196  ______________________________________________________________________
 FK0196* NAD 83(1986) POSITION- 35 33 08.23   (N) 098 50 45.86   (W)   HD_HELD1
 FK0196* NAVD 88 ORTHO HEIGHT -   508.108 (meters)     1667.02  (feet) ADJUSTED
 FK0196  ______________________________________________________________________
 FK0196  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 FK0196  DYNAMIC HEIGHT  -        507.602 (meters)     1665.36  (feet) COMP
 FK0196  MODELED GRAVITY -    979,622.4   (mgal)                       NAVD 88
 FK0196
 FK0196  VERT ORDER      -  FIRST     CLASS II
 FK0196
 FK0196.The horizontal coordinates were determined by differentially corrected
 FK0196.hand held GPS observations or other comparable positioning techniques
 FK0196.and have an estimated accuracy of +/- 3 meters.
 FK0196
 FK0196.The orthometric height was determined by differential leveling and
 FK0196.adjusted by the NATIONAL GEODETIC SURVEY
 FK0196.in June 1991.
 FK0196
 FK0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0196.GEOID18 height accuracy estimate available here.
 FK0196
 FK0196.Click photographs - Photos may exist for this station.
 FK0196
 FK0196.The dynamic height is computed by dividing the NAVD 88
 FK0196.geopotential number by the normal gravity value computed on the
 FK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0196.degrees latitude (g = 980.6199 gals.).
 FK0196
 FK0196.The modeled gravity was interpolated from observed gravity values.
 FK0196
 FK0196;                    North         East    Units  Estimated Accuracy
 FK0196;SPC OK N     -    61,612.2     523,286.9     MT  (+/- 3 meters HH1 GPS) 
 FK0196
 FK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE1395134303(NAD 83)
 FK0196
 FK0196                          SUPERSEDED SURVEY CONTROL
 FK0196
 FK0196  NGVD 29 (??/??/92)  507.903  (m)         1666.35   (f) ADJ UNCH    1 2
 FK0196
 FK0196.Superseded values are not recommended for survey control.
 FK0196
 FK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0196.See file dsdata.pdf to determine how the superseded data were derived.
 FK0196
 FK0196_MARKER: DB = BENCH MARK DISK
 FK0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0196_STAMPING: X 169 1953
 FK0196_MARK LOGO: CGS
 FK0196_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0196+STABILITY: SURFACE MOTION
 FK0196
 FK0196  HISTORY     - Date     Condition        Report By
 FK0196  HISTORY     - 1953     MONUMENTED       CGS
 FK0196
 FK0196                          STATION DESCRIPTION
 FK0196
 FK0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0196'9 MI W FROM WEATHERFORD.
 FK0196'9.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0196'RAILROAD FROM THE STATION AT WEATHERFORD, 131 FEET SOUTHWEST
 FK0196'OF MILEPOST 572, 120 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 FK0196'ROAD CROSSING, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET
 FK0196'NORTHEAST OF A FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, 4
 FK0196'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 FK0196'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0406 ***********************************************************************
 GG0406  DESIGNATION -  X 17
 GG0406  PID         -  GG0406
 GG0406  STATE/COUNTY-  OK/ROGERS
 GG0406  COUNTRY     -  US
 GG0406  USGS QUAD   -  CATOOSA (2019)
 GG0406
 GG0406                         *CURRENT SURVEY CONTROL
 GG0406  ______________________________________________________________________
 GG0406* NAD 83(1986) POSITION- 36 14 13.     (N) 095 41 07.     (W)   SCALED
 GG0406* NAVD 88 ORTHO HEIGHT -   186.681 (meters)      612.47  (feet) ADJUSTED
 GG0406  ______________________________________________________________________
 GG0406  GEOID HEIGHT    -        -29.187 (meters)                     GEOID18
 GG0406  DYNAMIC HEIGHT  -        186.519 (meters)      611.94  (feet) COMP
 GG0406  MODELED GRAVITY -    979,765.0   (mgal)                       NAVD 88
 GG0406
 GG0406  VERT ORDER      -  FIRST     CLASS II
 GG0406
 GG0406.The horizontal coordinates were scaled from a map and have
 GG0406.an estimated accuracy of +/- 6 seconds.
 GG0406
 GG0406.The orthometric height was determined by differential leveling and
 GG0406.adjusted by the NATIONAL GEODETIC SURVEY
 GG0406.in June 1991.
 GG0406
 GG0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0406.GEOID18 height accuracy estimate available here.
 GG0406
 GG0406.Click photographs - Photos may exist for this station.
 GG0406
 GG0406.The dynamic height is computed by dividing the NAVD 88
 GG0406.geopotential number by the normal gravity value computed on the
 GG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0406.degrees latitude (g = 980.6199 gals.).
 GG0406
 GG0406.The modeled gravity was interpolated from observed gravity values.
 GG0406
 GG0406;                    North         East    Units  Estimated Accuracy
 GG0406;SPC OK N     -   139,720.      808,050.      MT  (+/- 180 meters Scaled)
 GG0406
 GG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA586135(NAD 83)
 GG0406
 GG0406                          SUPERSEDED SURVEY CONTROL
 GG0406
 GG0406  NGVD 29 (??/??/92)  186.563  (m)          612.08   (f) ADJ UNCH    1 2
 GG0406
 GG0406.Superseded values are not recommended for survey control.
 GG0406
 GG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0406.See file dsdata.pdf to determine how the superseded data were derived.
 GG0406
 GG0406_MARKER: DB = BENCH MARK DISK
 GG0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0406_STAMPING: X 17 1933
 GG0406_MARK LOGO: CGS
 GG0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0406+STABILITY: SURFACE MOTION
 GG0406
 GG0406  HISTORY     - Date     Condition        Report By
 GG0406  HISTORY     - 1933     MONUMENTED       CGS
 GG0406  HISTORY     - 1960     GOOD             CGS
 GG0406  HISTORY     - 1962     MARK NOT FOUND   CGS
 GG0406
 GG0406                          STATION DESCRIPTION
 GG0406
 GG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0406'6.5 MI SW FROM CLAREMORE.
 GG0406'6.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0406'FROM THE STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 0.3 MILE
 GG0406'NORTHEAST OF VERDIGRIS, ABOUT 4 POLES NORTHEAST OF THE VERDIGRIS
 GG0406'STOCKYARDS, ABOUT 80 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 GG0406'HIGHWAY 66, 39 FEET SOUTHEAST OF THE EAST TRACK, AND 6 FEET
 GG0406'NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED X 17 1933 AND
 GG0406'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GG0406'ABOVE GROUND.  NOTE-- THE VERDIGRIS STOCKYARDS HAVE BEEN REMOVED
 GG0406'AND THE POLES HAVE BEEN MOVED SO IT WAS DIFFICULT TO DETERMINE
 GG0406'THE DESCRIBED LOCATION.
 GG0406
 GG0406                          STATION RECOVERY (1962)
 GG0406
 GG0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 GG0406'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0003 ***********************************************************************
 FK0003  DESIGNATION -  X 170
 FK0003  PID         -  FK0003
 FK0003  STATE/COUNTY-  OK/CANADIAN
 FK0003  COUNTRY     -  US
 FK0003  USGS QUAD   -  FORT RENO (2018)
 FK0003
 FK0003                         *CURRENT SURVEY CONTROL
 FK0003  ______________________________________________________________________
 FK0003* NAD 83(1986) POSITION- 35 34 09.     (N) 098 02 13.     (W)   SCALED
 FK0003* NAVD 88 ORTHO HEIGHT -   409.949 (meters)     1344.97  (feet) ADJUSTED
 FK0003  ______________________________________________________________________
 FK0003  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 FK0003  DYNAMIC HEIGHT  -        409.552 (meters)     1343.67  (feet) COMP
 FK0003  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 FK0003
 FK0003  VERT ORDER      -  FIRST     CLASS II
 FK0003
 FK0003.The horizontal coordinates were scaled from a map and have
 FK0003.an estimated accuracy of +/- 6 seconds.
 FK0003
 FK0003.The orthometric height was determined by differential leveling and
 FK0003.adjusted by the NATIONAL GEODETIC SURVEY
 FK0003.in June 1991.
 FK0003
 FK0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0003.GEOID18 height accuracy estimate available here.
 FK0003
 FK0003.Click photographs - Photos may exist for this station.
 FK0003
 FK0003.The dynamic height is computed by dividing the NAVD 88
 FK0003.geopotential number by the normal gravity value computed on the
 FK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0003.degrees latitude (g = 980.6199 gals.).
 FK0003
 FK0003.The modeled gravity was interpolated from observed gravity values.
 FK0003
 FK0003;                    North         East    Units  Estimated Accuracy
 FK0003;SPC OK N     -    63,150.      596,650.      MT  (+/- 180 meters Scaled)
 FK0003
 FK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE872365(NAD 83)
 FK0003
 FK0003                          SUPERSEDED SURVEY CONTROL
 FK0003
 FK0003  NGVD 29 (??/??/92)  409.775  (m)         1344.40   (f) ADJ UNCH    1 2
 FK0003
 FK0003.Superseded values are not recommended for survey control.
 FK0003
 FK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0003.See file dsdata.pdf to determine how the superseded data were derived.
 FK0003
 FK0003_MARKER: DB = BENCH MARK DISK
 FK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0003_STAMPING: X 170 1953
 FK0003_MARK LOGO: CGS
 FK0003_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0003+STABILITY: SURFACE MOTION
 FK0003
 FK0003  HISTORY     - Date     Condition        Report By
 FK0003  HISTORY     - 1953     MONUMENTED       CGS
 FK0003  HISTORY     - 1975     MARK NOT FOUND   USGS
 FK0003
 FK0003                          STATION DESCRIPTION
 FK0003
 FK0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0003'5.4 MI W FROM EL RENO.
 FK0003'5.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0003'FROM THE STATION AT EL RENO, 0.5 MILE WEST OF THE STATION SIGN
 FK0003'AT FORT RENO, 54 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 FK0003'CROSSING, 49 FEET SOUTH OF THE SOUTH RAIL, 42 FEET WEST OF THE
 FK0003'CENTER LINE OF A GRAVELED ROAD, 1/2 POLE WEST OF MILEPOST 518,
 FK0003'2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN
 FK0003'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FK0003'GROUND.
 FK0003
 FK0003                          STATION RECOVERY (1975)
 FK0003
 FK0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FK0003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0026 ***********************************************************************
 FK0026  DESIGNATION -  X 171
 FK0026  PID         -  FK0026
 FK0026  STATE/COUNTY-  OK/BLAINE
 FK0026  COUNTRY     -  US
 FK0026  USGS QUAD   -  GEARY SOUTH (2018)
 FK0026
 FK0026                         *CURRENT SURVEY CONTROL
 FK0026  ______________________________________________________________________
 FK0026* NAD 83(1986) POSITION- 35 33 54.     (N) 098 19 48.     (W)   SCALED
 FK0026* NAVD 88 ORTHO HEIGHT -   428.123 (meters)     1404.60  (feet) ADJUSTED
 FK0026  ______________________________________________________________________
 FK0026  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 FK0026  DYNAMIC HEIGHT  -        427.704 (meters)     1403.23  (feet) COMP
 FK0026  MODELED GRAVITY -    979,640.8   (mgal)                       NAVD 88
 FK0026
 FK0026  VERT ORDER      -  FIRST     CLASS II
 FK0026
 FK0026.The horizontal coordinates were scaled from a map and have
 FK0026.an estimated accuracy of +/- 6 seconds.
 FK0026
 FK0026.The orthometric height was determined by differential leveling and
 FK0026.adjusted by the NATIONAL GEODETIC SURVEY
 FK0026.in June 1991.
 FK0026
 FK0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0026.GEOID18 height accuracy estimate available here.
 FK0026
 FK0026.Click photographs - Photos may exist for this station.
 FK0026
 FK0026.The dynamic height is computed by dividing the NAVD 88
 FK0026.geopotential number by the normal gravity value computed on the
 FK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0026.degrees latitude (g = 980.6199 gals.).
 FK0026
 FK0026.The modeled gravity was interpolated from observed gravity values.
 FK0026
 FK0026;                    North         East    Units  Estimated Accuracy
 FK0026;SPC OK N     -    62,740.      570,080.      MT  (+/- 180 meters Scaled)
 FK0026
 FK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE607359(NAD 83)
 FK0026
 FK0026                          SUPERSEDED SURVEY CONTROL
 FK0026
 FK0026  NGVD 29 (??/??/92)  427.932  (m)         1403.97   (f) ADJ UNCH    1 2
 FK0026
 FK0026.Superseded values are not recommended for survey control.
 FK0026
 FK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0026.See file dsdata.pdf to determine how the superseded data were derived.
 FK0026
 FK0026_MARKER: DR = REFERENCE MARK DISK
 FK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0026_STAMPING: X 171 1953
 FK0026_MARK LOGO: CGS
 FK0026_PROJECTION: PROJECTING 6 CENTIMETERS
 FK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0026+STABILITY: SURFACE MOTION
 FK0026
 FK0026  HISTORY     - Date     Condition        Report By
 FK0026  HISTORY     - 1953     MONUMENTED       CGS
 FK0026  HISTORY     - 1975     MARK NOT FOUND   USGS
 FK0026
 FK0026                          STATION DESCRIPTION
 FK0026
 FK0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0026'4.4 MI SW FROM GEARY.
 FK0026'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 FK0026'ISLAND AND PACIFIC RAILROAD STATION AT GEARY, THENCE 3.9 MILES
 FK0026'SOUTHWEST ALONG A GRADED DIRT ROAD, 34 FEET EAST OF THE CENTER
 FK0026'LINE OF A ROAD, 92 FEET NORTHEAST OF THE CENTER OF A ROAD
 FK0026'INTERSECTION, 32 FEET NORTHEAST OF A LARGE ELM TREE, 1.8 FEET
 FK0026'WEST OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN
 FK0026'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 FK0026'GROUND.
 FK0026
 FK0026                          STATION RECOVERY (1975)
 FK0026
 FK0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FK0026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0172 ***********************************************************************
 FK0172  DESIGNATION -  X 172
 FK0172  PID         -  FK0172
 FK0172  STATE/COUNTY-  OK/CUSTER
 FK0172  COUNTRY     -  US
 FK0172  USGS QUAD   -  WEATHERFORD (2018)
 FK0172
 FK0172                         *CURRENT SURVEY CONTROL
 FK0172  ______________________________________________________________________
 FK0172* NAD 83(1986) POSITION- 35 32 14.     (N) 098 38 31.     (W)   SCALED
 FK0172* NAVD 88 ORTHO HEIGHT -   470.741 (meters)     1544.42  (feet) ADJUSTED
 FK0172  ______________________________________________________________________
 FK0172  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 FK0172  DYNAMIC HEIGHT  -        470.275 (meters)     1542.89  (feet) COMP
 FK0172  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 FK0172
 FK0172  VERT ORDER      -  FIRST     CLASS II
 FK0172
 FK0172.The horizontal coordinates were scaled from a map and have
 FK0172.an estimated accuracy of +/- 6 seconds.
 FK0172
 FK0172.The orthometric height was determined by differential leveling and
 FK0172.adjusted by the NATIONAL GEODETIC SURVEY
 FK0172.in June 1991.
 FK0172
 FK0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0172.GEOID18 height accuracy estimate available here.
 FK0172
 FK0172.Click photographs - Photos may exist for this station.
 FK0172
 FK0172.The dynamic height is computed by dividing the NAVD 88
 FK0172.geopotential number by the normal gravity value computed on the
 FK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0172.degrees latitude (g = 980.6199 gals.).
 FK0172
 FK0172.The modeled gravity was interpolated from observed gravity values.
 FK0172
 FK0172;                    North         East    Units  Estimated Accuracy
 FK0172;SPC OK N     -    59,800.      541,780.      MT  (+/- 180 meters Scaled)
 FK0172
 FK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE324326(NAD 83)
 FK0172
 FK0172                          SUPERSEDED SURVEY CONTROL
 FK0172
 FK0172  NGVD 29 (??/??/92)  470.540  (m)         1543.76   (f) ADJ UNCH    1 2
 FK0172
 FK0172.Superseded values are not recommended for survey control.
 FK0172
 FK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0172.See file dsdata.pdf to determine how the superseded data were derived.
 FK0172
 FK0172_MARKER: DB = BENCH MARK DISK
 FK0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0172_SP_SET: UNDERPASS
 FK0172_STAMPING: X 172 1953
 FK0172_MARK LOGO: CGS
 FK0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0172
 FK0172  HISTORY     - Date     Condition        Report By
 FK0172  HISTORY     - 1953     MONUMENTED       CGS
 FK0172  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0172
 FK0172                          STATION DESCRIPTION
 FK0172
 FK0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0172'4.3 MI E FROM WEATHERFORD.
 FK0172'4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0172'FROM THE STATION AT WEATHERFORD, 0.3 MILE WEST OF BENCH MARK
 FK0172'W 172, 21 POLES WEST OF MILEPOST 558, 4.4 FEET NORTHWEST OF THE
 FK0172'NORTHWEST RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE
 FK0172'NORTHWEST CONCRETE RETAINING WALL OF THE UNDERPASS OF U.S.
 FK0172'HIGHWAY 66.
 FK0172
 FK0172                          STATION RECOVERY (1984)
 FK0172
 FK0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0301 ***********************************************************************
 FK0301  DESIGNATION -  X 173
 FK0301  PID         -  FK0301
 FK0301  STATE/COUNTY-  OK/CUSTER
 FK0301  COUNTRY     -  US
 FK0301  USGS QUAD   -  DILL CITY NE (2018)
 FK0301
 FK0301                         *CURRENT SURVEY CONTROL
 FK0301  ______________________________________________________________________
 FK0301* NAD 83(1986) POSITION- 35 29 07.     (N) 099 02 23.     (W)   SCALED
 FK0301* NAVD 88 ORTHO HEIGHT -   465.486 (meters)     1527.18  (feet) ADJUSTED
 FK0301  ______________________________________________________________________
 FK0301  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 FK0301  DYNAMIC HEIGHT  -        465.015 (meters)     1525.64  (feet) COMP
 FK0301  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 FK0301
 FK0301  VERT ORDER      -  FIRST     CLASS II
 FK0301
 FK0301.The horizontal coordinates were scaled from a map and have
 FK0301.an estimated accuracy of +/- 6 seconds.
 FK0301
 FK0301.The orthometric height was determined by differential leveling and
 FK0301.adjusted by the NATIONAL GEODETIC SURVEY
 FK0301.in June 1991.
 FK0301
 FK0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0301.GEOID18 height accuracy estimate available here.
 FK0301
 FK0301.Click photographs - Photos may exist for this station.
 FK0301
 FK0301.The dynamic height is computed by dividing the NAVD 88
 FK0301.geopotential number by the normal gravity value computed on the
 FK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0301.degrees latitude (g = 980.6199 gals.).
 FK0301
 FK0301.The modeled gravity was interpolated from observed gravity values.
 FK0301
 FK0301;                    North         East    Units  Estimated Accuracy
 FK0301;SPC OK N     -    54,350.      505,650.      MT  (+/- 180 meters Scaled)
 FK0301
 FK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME963268(NAD 83)
 FK0301
 FK0301                          SUPERSEDED SURVEY CONTROL
 FK0301
 FK0301  NGVD 29 (??/??/92)  465.272  (m)         1526.48   (f) ADJ UNCH    1 2
 FK0301
 FK0301.Superseded values are not recommended for survey control.
 FK0301
 FK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0301.See file dsdata.pdf to determine how the superseded data were derived.
 FK0301
 FK0301_MARKER: DB = BENCH MARK DISK
 FK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0301_STAMPING: X 173 1953
 FK0301_MARK LOGO: CGS
 FK0301_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0301+STABILITY: SURFACE MOTION
 FK0301
 FK0301  HISTORY     - Date     Condition        Report By
 FK0301  HISTORY     - 1953     MONUMENTED       CGS
 FK0301  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0301
 FK0301                          STATION DESCRIPTION
 FK0301
 FK0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0301'5.45 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0301'RAILROAD FROM THE STATION AT CLINTON, 11 POLES WEST OF MILEPOST
 FK0301'586, 3 1/2 RAILS WEST OF THE WEST END OF TRESTLE 5863, 44.7
 FK0301'FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A FENCE, 3 FEET
 FK0301'WEST OF A WITNESS POST, SET IN THE TOP O A CONCRETE POST WHICH
 FK0301'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 FK0301
 FK0301                          STATION RECOVERY (1981)
 FK0301
 FK0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0331 ***********************************************************************
 FK0331  DESIGNATION -  X 174
 FK0331  PID         -  FK0331
 FK0331  STATE/COUNTY-  OK/BECKHAM
 FK0331  COUNTRY     -  US
 FK0331  USGS QUAD   -  ELK CITY (2018)
 FK0331
 FK0331                         *CURRENT SURVEY CONTROL
 FK0331  ______________________________________________________________________
 FK0331* NAD 83(1986) POSITION- 35 24 24.     (N) 099 23 31.     (W)   SCALED
 FK0331* NAVD 88 ORTHO HEIGHT -   588.660 (meters)     1931.30  (feet) ADJUSTED
 FK0331  ______________________________________________________________________
 FK0331  GEOID HEIGHT    -        -27.233 (meters)                     GEOID18
 FK0331  DYNAMIC HEIGHT  -        588.046 (meters)     1929.28  (feet) COMP
 FK0331  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 FK0331
 FK0331  VERT ORDER      -  FIRST     CLASS II
 FK0331
 FK0331.The horizontal coordinates were scaled from a map and have
 FK0331.an estimated accuracy of +/- 6 seconds.
 FK0331
 FK0331.The orthometric height was determined by differential leveling and
 FK0331.adjusted by the NATIONAL GEODETIC SURVEY
 FK0331.in June 1991.
 FK0331
 FK0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0331.GEOID18 height accuracy estimate available here.
 FK0331
 FK0331.Click photographs - Photos may exist for this station.
 FK0331
 FK0331.The dynamic height is computed by dividing the NAVD 88
 FK0331.geopotential number by the normal gravity value computed on the
 FK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0331.degrees latitude (g = 980.6199 gals.).
 FK0331
 FK0331.The modeled gravity was interpolated from observed gravity values.
 FK0331
 FK0331;                    North         East    Units  Estimated Accuracy
 FK0331;SPC OK S     -   230,860.      473,560.      MT  (+/- 180 meters Scaled)
 FK0331
 FK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME644182(NAD 83)
 FK0331
 FK0331                          SUPERSEDED SURVEY CONTROL
 FK0331
 FK0331  NGVD 29 (??/??/92)  588.401  (m)         1930.45   (f) ADJ UNCH    1 2
 FK0331
 FK0331.Superseded values are not recommended for survey control.
 FK0331
 FK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0331.See file dsdata.pdf to determine how the superseded data were derived.
 FK0331
 FK0331_MARKER: DB = BENCH MARK DISK
 FK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0331_STAMPING: X 147 1953
 FK0331_MARK LOGO: CGS
 FK0331_PROJECTION: PROJECTING 27 CENTIMETERS
 FK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0331+STABILITY: SURFACE MOTION
 FK0331
 FK0331  HISTORY     - Date     Condition        Report By
 FK0331  HISTORY     - 1953     MONUMENTED       CGS
 FK0331  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0331
 FK0331                          STATION DESCRIPTION
 FK0331
 FK0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0331'0.8 MI E FROM ELK CITY.
 FK0331'0.8 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0331'FROM THE STATION AT ELK CITY, 4 RAILS SOUTHEAST OF A DIRT ROAD
 FK0331'CROSSING, 44.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.4 FEET
 FK0331'SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS POST, SET
 FK0331'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 FK0331'GROUND.
 FK0331
 FK0331                          STATION RECOVERY (1986)
 FK0331
 FK0331'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0397 ***********************************************************************
 FK0397  DESIGNATION -  X 175
 FK0397  PID         -  FK0397
 FK0397  STATE/COUNTY-  OK/BECKHAM
 FK0397  COUNTRY     -  US
 FK0397  USGS QUAD   -  DOXEY (2018)
 FK0397
 FK0397                         *CURRENT SURVEY CONTROL
 FK0397  ______________________________________________________________________
 FK0397* NAD 83(1986) POSITION- 35 21 48.     (N) 099 32 03.     (W)   SCALED
 FK0397* NAVD 88 ORTHO HEIGHT -   607.718 (meters)     1993.82  (feet) ADJUSTED
 FK0397  ______________________________________________________________________
 FK0397  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 FK0397  DYNAMIC HEIGHT  -        607.080 (meters)     1991.73  (feet) COMP
 FK0397  MODELED GRAVITY -    979,565.1   (mgal)                       NAVD 88
 FK0397
 FK0397  VERT ORDER      -  FIRST     CLASS II
 FK0397
 FK0397.The horizontal coordinates were scaled from a map and have
 FK0397.an estimated accuracy of +/- 6 seconds.
 FK0397
 FK0397.The orthometric height was determined by differential leveling and
 FK0397.adjusted by the NATIONAL GEODETIC SURVEY
 FK0397.in June 1991.
 FK0397
 FK0397.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0397.GEOID18 height accuracy estimate available here.
 FK0397
 FK0397.Click photographs - Photos may exist for this station.
 FK0397
 FK0397.The dynamic height is computed by dividing the NAVD 88
 FK0397.geopotential number by the normal gravity value computed on the
 FK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0397.degrees latitude (g = 980.6199 gals.).
 FK0397
 FK0397.The modeled gravity was interpolated from observed gravity values.
 FK0397
 FK0397;                    North         East    Units  Estimated Accuracy
 FK0397;SPC OK S     -   226,240.      460,570.      MT  (+/- 180 meters Scaled)
 FK0397
 FK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME514134(NAD 83)
 FK0397
 FK0397                          SUPERSEDED SURVEY CONTROL
 FK0397
 FK0397  NGVD 29 (??/??/92)  607.464  (m)         1992.99   (f) ADJ UNCH    1 2
 FK0397
 FK0397.Superseded values are not recommended for survey control.
 FK0397
 FK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0397.See file dsdata.pdf to determine how the superseded data were derived.
 FK0397
 FK0397_MARKER: DB = BENCH MARK DISK
 FK0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0397_STAMPING: X 175 1953
 FK0397_MARK LOGO: CGS
 FK0397_PROJECTION: PROJECTING 30 CENTIMETERS
 FK0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0397+STABILITY: SURFACE MOTION
 FK0397
 FK0397  HISTORY     - Date     Condition        Report By
 FK0397  HISTORY     - 1953     MONUMENTED       CGS
 FK0397
 FK0397                          STATION DESCRIPTION
 FK0397
 FK0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0397'8.1 MI NE FROM SAYRE.
 FK0397'8.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0397'RAILROAD FROM THE STATION AT SAYRE, 0.8 MILE SOUTHWEST OF BENCH
 FK0397'MARK N 175, 8 POLES SOUTHWEST OF MILEPOST 618, 95 FEET SOUTH OF
 FK0397'THE CENTER OF A ROAD CROSSING, 47.6 FEET SOUTHEAST OF THE
 FK0397'SOUTHEAST RAIL, 2.9 FEET NORTHWEST OF A FENCE, 2.8 FEET SOUTHWEST
 FK0397'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0397'PROJECTS 1.0 FOOT ABOVE THE GROUND.  5 FEET BELOW THE TOP OF
 FK0397'THE RAILS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0428 ***********************************************************************
 FK0428  DESIGNATION -  X 176
 FK0428  PID         -  FK0428
 FK0428  STATE/COUNTY-  OK/BECKHAM
 FK0428  COUNTRY     -  US
 FK0428  USGS QUAD   -  TEXOLA (2018)
 FK0428
 FK0428                         *CURRENT SURVEY CONTROL
 FK0428  ______________________________________________________________________
 FK0428* NAD 83(1986) POSITION- 35 12 58.     (N) 099 52 30.     (W)   SCALED
 FK0428* NAVD 88 ORTHO HEIGHT -   629.719 (meters)     2066.00  (feet) ADJUSTED
 FK0428  ______________________________________________________________________
 FK0428  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 FK0428  DYNAMIC HEIGHT  -        629.083 (meters)     2063.92  (feet) COMP
 FK0428  MODELED GRAVITY -    979,603.4   (mgal)                       NAVD 88
 FK0428
 FK0428  VERT ORDER      -  FIRST     CLASS II
 FK0428
 FK0428.The horizontal coordinates were scaled from a map and have
 FK0428.an estimated accuracy of +/- 6 seconds.
 FK0428
 FK0428.The orthometric height was determined by differential leveling and
 FK0428.adjusted by the NATIONAL GEODETIC SURVEY
 FK0428.in June 1991.
 FK0428
 FK0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0428.GEOID18 height accuracy estimate available here.
 FK0428
 FK0428.Click photographs - Photos may exist for this station.
 FK0428
 FK0428.The dynamic height is computed by dividing the NAVD 88
 FK0428.geopotential number by the normal gravity value computed on the
 FK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0428.degrees latitude (g = 980.6199 gals.).
 FK0428
 FK0428.The modeled gravity was interpolated from observed gravity values.
 FK0428
 FK0428;                    North         East    Units  Estimated Accuracy
 FK0428;SPC OK S     -   210,440.      429,300.      MT  (+/- 180 meters Scaled)
 FK0428
 FK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD203973(NAD 83)
 FK0428
 FK0428                          SUPERSEDED SURVEY CONTROL
 FK0428
 FK0428  NGVD 29 (??/??/92)  629.495  (m)         2065.27   (f) ADJ UNCH    1 2
 FK0428
 FK0428.Superseded values are not recommended for survey control.
 FK0428
 FK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0428.See file dsdata.pdf to determine how the superseded data were derived.
 FK0428
 FK0428_MARKER: DB = BENCH MARK DISK
 FK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0428_STAMPING: X 176 1953
 FK0428_MARK LOGO: CGS
 FK0428_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0428+STABILITY: SURFACE MOTION
 FK0428
 FK0428  HISTORY     - Date     Condition        Report By
 FK0428  HISTORY     - 1953     MONUMENTED       CGS
 FK0428  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0428
 FK0428                          STATION DESCRIPTION
 FK0428
 FK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0428'0.6 MI W FROM ERICK.
 FK0428'0.65 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0428'RAILROAD FROM THE STATION AT ERICK, 74 FEET NORTHEAST OF THE
 FK0428'CENTER OF A ROAD CROSSING, 52 FEET EAST OF THE CENTER LINE
 FK0428'OF A ROAD, 42.2 FEET NORTH OF THE NORTH RAIL, 5.5 FEET SOUTH
 FK0428'OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP
 FK0428'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FK0428
 FK0428                          STATION RECOVERY (1987)
 FK0428
 FK0428'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0709 ***********************************************************************
 FH0709  DESIGNATION -  X 18
 FH0709  PID         -  FH0709
 FH0709  STATE/COUNTY-  OK/OKMULGEE
 FH0709  COUNTRY     -  US
 FH0709  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH0709
 FH0709                         *CURRENT SURVEY CONTROL
 FH0709  ______________________________________________________________________
 FH0709* NAD 83(1986) POSITION- 35 42 45.     (N) 095 59 28.     (W)   SCALED
 FH0709* NAVD 88 ORTHO HEIGHT -   236.908 (meters)      777.26  (feet) ADJUSTED
 FH0709  ______________________________________________________________________
 FH0709  GEOID HEIGHT    -        -29.000 (meters)                     GEOID18
 FH0709  DYNAMIC HEIGHT  -        236.690 (meters)      776.54  (feet) COMP
 FH0709  MODELED GRAVITY -    979,706.5   (mgal)                       NAVD 88
 FH0709
 FH0709  VERT ORDER      -  FIRST     CLASS II
 FH0709
 FH0709.The horizontal coordinates were scaled from a map and have
 FH0709.an estimated accuracy of +/- 6 seconds.
 FH0709
 FH0709.The orthometric height was determined by differential leveling and
 FH0709.adjusted by the NATIONAL GEODETIC SURVEY
 FH0709.in June 1991.
 FH0709
 FH0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0709.GEOID18 height accuracy estimate available here.
 FH0709
 FH0709.Click photographs - Photos may exist for this station.
 FH0709
 FH0709.The dynamic height is computed by dividing the NAVD 88
 FH0709.geopotential number by the normal gravity value computed on the
 FH0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0709.degrees latitude (g = 980.6199 gals.).
 FH0709
 FH0709.The modeled gravity was interpolated from observed gravity values.
 FH0709
 FH0709;                    North         East    Units  Estimated Accuracy
 FH0709;SPC OK N     -    80,930.      781,770.      MT  (+/- 180 meters Scaled)
 FH0709
 FH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV294561(NAD 83)
 FH0709
 FH0709                          SUPERSEDED SURVEY CONTROL
 FH0709
 FH0709  NGVD 29 (??/??/92)  236.792  (m)          776.88   (f) ADJ UNCH    1 2
 FH0709
 FH0709.Superseded values are not recommended for survey control.
 FH0709
 FH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0709.See file dsdata.pdf to determine how the superseded data were derived.
 FH0709
 FH0709_MARKER: DB = BENCH MARK DISK
 FH0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0709_STAMPING: X 18 1933
 FH0709_MARK LOGO: CGS
 FH0709_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0709+STABILITY: SURFACE MOTION
 FH0709
 FH0709  HISTORY     - Date     Condition        Report By
 FH0709  HISTORY     - 1933     MONUMENTED       CGS
 FH0709  HISTORY     - 1973     MARK NOT FOUND   NGS
 FH0709
 FH0709                          STATION DESCRIPTION
 FH0709
 FH0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0709'AT PRESTON.
 FH0709'AT PRESTON, OKMULGEE COUNTY, 90 FEET SOUTH OF THE ST. LOUIS-SAN
 FH0709'FRANCISCO RAILWAY STATION, ABOUT 10 POLES SOUTH OF MILEPOST 462,
 FH0709'AT A ROAD CROSSING, 88 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FH0709'21 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 2 FEET
 FH0709'WEST OF A HEDGE.  A STANDARD DISK, STAMPED X 18 1933 AND SET IN
 FH0709'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 FH0709
 FH0709                          STATION RECOVERY (1973)
 FH0709
 FH0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FH0709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0502 ***********************************************************************
 GH0502  DESIGNATION -  X 180
 GH0502  PID         -  GH0502
 GH0502  STATE/COUNTY-  OK/GRANT
 GH0502  COUNTRY     -  US
 GH0502  USGS QUAD   -  MEDFORD (2018)
 GH0502
 GH0502                         *CURRENT SURVEY CONTROL
 GH0502  ______________________________________________________________________
 GH0502* NAD 83(1986) POSITION- 36 47 30.     (N) 097 44 45.     (W)   SCALED
 GH0502* NAVD 88 ORTHO HEIGHT -   330.978 (meters)     1085.88  (feet) ADJUSTED
 GH0502  ______________________________________________________________________
 GH0502  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 GH0502  DYNAMIC HEIGHT  -        330.701 (meters)     1084.97  (feet) COMP
 GH0502  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0502
 GH0502  VERT ORDER      -  FIRST     CLASS II
 GH0502
 GH0502.This mark is at Medford Airport (OK68)
 GH0502
 GH0502.The horizontal coordinates were scaled from a map and have
 GH0502.an estimated accuracy of +/- 6 seconds.
 GH0502
 GH0502.The orthometric height was determined by differential leveling and
 GH0502.adjusted by the NATIONAL GEODETIC SURVEY
 GH0502.in June 1991.
 GH0502
 GH0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0502.GEOID18 height accuracy estimate available here.
 GH0502
 GH0502.Click photographs - Photos may exist for this station.
 GH0502
 GH0502.The dynamic height is computed by dividing the NAVD 88
 GH0502.geopotential number by the normal gravity value computed on the
 GH0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0502.degrees latitude (g = 980.6199 gals.).
 GH0502
 GH0502.The modeled gravity was interpolated from observed gravity values.
 GH0502
 GH0502;                    North         East    Units  Estimated Accuracy
 GH0502;SPC OK N     -   198,830.      622,690.      MT  (+/- 180 meters Scaled)
 GH0502
 GH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF118724(NAD 83)
 GH0502
 GH0502                          SUPERSEDED SURVEY CONTROL
 GH0502
 GH0502  NGVD 29 (??/??/92)  330.859  (m)         1085.49   (f) ADJ UNCH    1 2
 GH0502
 GH0502.Superseded values are not recommended for survey control.
 GH0502
 GH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0502.See file dsdata.pdf to determine how the superseded data were derived.
 GH0502
 GH0502_MARKER: DB = BENCH MARK DISK
 GH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0502_STAMPING: X 180 1953
 GH0502_MARK LOGO: CGS
 GH0502_PROJECTION: FLUSH
 GH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0502+STABILITY: SURFACE MOTION
 GH0502
 GH0502  HISTORY     - Date     Condition        Report By
 GH0502  HISTORY     - 1953     MONUMENTED       CGS
 GH0502  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0502
 GH0502                          STATION DESCRIPTION
 GH0502
 GH0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0502'1.2 MI SW FROM MEDFORD.
 GH0502'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 GH0502'MAIN STREET AT MEDFORD, 6 FEET SOUTH OF THE SOUTHEAST CORNER
 GH0502'OF THE PORCH AT THE EAST ENTRANCE TO THE ADMINISTRATION BUILDING
 GH0502'AT THE MEDFORD AIRPORT, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF
 GH0502'A CONCRETE SLAB, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 GH0502'WITH THE GROUND.
 GH0502
 GH0502                          STATION RECOVERY (1985)
 GH0502
 GH0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0502'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 GH0502'BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0486 ***********************************************************************
 GH0486  DESIGNATION -  X 181
 GH0486  PID         -  GH0486
 GH0486  STATE/COUNTY-  OK/GRANT
 GH0486  COUNTRY     -  US
 GH0486  USGS QUAD   -  POND CREEK (2018)
 GH0486
 GH0486                         *CURRENT SURVEY CONTROL
 GH0486  ______________________________________________________________________
 GH0486* NAD 83(1986) POSITION- 36 38 14.     (N) 097 48 39.     (W)   SCALED
 GH0486* NAVD 88 ORTHO HEIGHT -   325.242 (meters)     1067.06  (feet) ADJUSTED
 GH0486  ______________________________________________________________________
 GH0486  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 GH0486  DYNAMIC HEIGHT  -        324.966 (meters)     1066.16  (feet) COMP
 GH0486  MODELED GRAVITY -    979,774.2   (mgal)                       NAVD 88
 GH0486
 GH0486  VERT ORDER      -  FIRST     CLASS II
 GH0486
 GH0486.The horizontal coordinates were scaled from a map and have
 GH0486.an estimated accuracy of +/- 6 seconds.
 GH0486
 GH0486.The orthometric height was determined by differential leveling and
 GH0486.adjusted by the NATIONAL GEODETIC SURVEY
 GH0486.in June 1991.
 GH0486
 GH0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0486.GEOID18 height accuracy estimate available here.
 GH0486
 GH0486.Click photographs - Photos may exist for this station.
 GH0486
 GH0486.The dynamic height is computed by dividing the NAVD 88
 GH0486.geopotential number by the normal gravity value computed on the
 GH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0486.degrees latitude (g = 980.6199 gals.).
 GH0486
 GH0486.The modeled gravity was interpolated from observed gravity values.
 GH0486
 GH0486;                    North         East    Units  Estimated Accuracy
 GH0486;SPC OK N     -   181,680.      616,920.      MT  (+/- 180 meters Scaled)
 GH0486
 GH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF063552(NAD 83)
 GH0486
 GH0486                          SUPERSEDED SURVEY CONTROL
 GH0486
 GH0486  NGVD 29 (??/??/92)  325.123  (m)         1066.67   (f) ADJ UNCH    1 2
 GH0486
 GH0486.Superseded values are not recommended for survey control.
 GH0486
 GH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0486.See file dsdata.pdf to determine how the superseded data were derived.
 GH0486
 GH0486_MARKER: DB = BENCH MARK DISK
 GH0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0486_STAMPING: X 181 1953
 GH0486_MARK LOGO: CGS
 GH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0486+STABILITY: SURFACE MOTION
 GH0486
 GH0486  HISTORY     - Date     Condition        Report By
 GH0486  HISTORY     - 1953     MONUMENTED       CGS
 GH0486  HISTORY     - 1985     GOOD             NGS
 GH0486
 GH0486                          STATION DESCRIPTION
 GH0486
 GH0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0486'2.2 MI S FROM POND CREEK.
 GH0486'2.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0486'RAILROAD FROM THE STATION AT POND CREEK, AT A ROAD CROSSING, 42
 GH0486'FEET WEST OF THE WEST RAIL, 5 FEET WEST OF THE 2ND POLE NORTH
 GH0486'OF A ROAD CROSSING, 5.7 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 GH0486'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GH0486'0.4 FOOT ABOVE THE GROUND.
 GH0486
 GH0486                          STATION RECOVERY (1985)
 GH0486
 GH0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0412 ***********************************************************************
 GH0412  DESIGNATION -  X 182
 GH0412  PID         -  GH0412
 GH0412  STATE/COUNTY-  OK/GARFIELD
 GH0412  COUNTRY     -  US
 GH0412  USGS QUAD   -  ENID WEST (2018)
 GH0412
 GH0412                         *CURRENT SURVEY CONTROL
 GH0412  ______________________________________________________________________
 GH0412* NAD 83(1986) POSITION- 36 23 00.72   (N) 097 52 48.39   (W)   HD_HELD1
 GH0412* NAVD 88 ORTHO HEIGHT -   379.136 (meters)     1243.88  (feet) ADJUSTED
 GH0412  ______________________________________________________________________
 GH0412  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 GH0412  DYNAMIC HEIGHT  -        378.802 (meters)     1242.79  (feet) COMP
 GH0412  MODELED GRAVITY -    979,740.2   (mgal)                       NAVD 88
 GH0412
 GH0412  VERT ORDER      -  FIRST     CLASS II
 GH0412
 GH0412.The horizontal coordinates were determined by differentially corrected
 GH0412.hand held GPS observations or other comparable positioning techniques
 GH0412.and have an estimated accuracy of +/- 3 meters.
 GH0412
 GH0412.The orthometric height was determined by differential leveling and
 GH0412.adjusted by the NATIONAL GEODETIC SURVEY
 GH0412.in June 1991.
 GH0412
 GH0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0412.GEOID18 height accuracy estimate available here.
 GH0412
 GH0412.Click photographs - Photos may exist for this station.
 GH0412
 GH0412.The dynamic height is computed by dividing the NAVD 88
 GH0412.geopotential number by the normal gravity value computed on the
 GH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0412.degrees latitude (g = 980.6199 gals.).
 GH0412
 GH0412.The modeled gravity was interpolated from observed gravity values.
 GH0412
 GH0412;                    North         East    Units  Estimated Accuracy
 GH0412;SPC OK N     -   153,514.8     610,756.8     MT  (+/- 3 meters HH1 GPS) 
 GH0412
 GH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0044427071(NAD 83)
 GH0412
 GH0412                          SUPERSEDED SURVEY CONTROL
 GH0412
 GH0412  NGVD 29 (??/??/92)  378.991  (m)         1243.41   (f) SUPERSEDED  1 2
 GH0412  NGVD 29 (04/22/92)  378.956  (m)         1243.29   (f) ADJUSTED    1 2
 GH0412
 GH0412.Superseded values are not recommended for survey control.
 GH0412
 GH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0412.See file dsdata.pdf to determine how the superseded data were derived.
 GH0412
 GH0412_MARKER: DB = BENCH MARK DISK
 GH0412_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GH0412_SP_SET: FOUNDATION WALL
 GH0412_STAMPING: X 182 1953
 GH0412_MARK LOGO: CGS
 GH0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0412+STABILITY: SURFACE MOTION
 GH0412
 GH0412  HISTORY     - Date     Condition        Report By
 GH0412  HISTORY     - 1953     MONUMENTED       CGS
 GH0412  HISTORY     - 1985     GOOD             NGS
 GH0412
 GH0412                          STATION DESCRIPTION
 GH0412
 GH0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0412'0.5 MI S FROM ENID.
 GH0412'0.5 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0412'FROM THE STATION AT ENID, AT THE OLD ROUNDHOUSE, SET IN THE TOP
 GH0412'OF THE SOUTHEAST CONCRETE RETAINING WALL OF AN OLD CINDER PIT,
 GH0412'17.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE WALL, FLUSH WITH
 GH0412'THE GROUND.
 GH0412
 GH0412                          STATION RECOVERY (1985)
 GH0412
 GH0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0412'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ENID, AT
 GH0412'THE SOUTH END OF SOUTH INDEPENDENCE STREET, NEAR THE NORTHEAST CORNER
 GH0412'OF A GRASSY TRIANGLE FORMER BY THEREE SETS OF RAILROAD TRACKS, IN TOP
 GH0412'OF AND 5.3 METERS (17.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 GH0412'SOUTHEAST CONCRETE WALL OF AN OLD RAILROAD CINDER PIT, PIT HAS BEEN
 GH0412'REMOVED, ONLY THE TOP OF THE WALL, FLUSH WITH THE GROUND REMAINS, ALSO
 GH0412'1.5 KM (0.95 MI) SOUTH OF THE COUNTY COURTHOUSE, 25.9 METERS (85 FT)
 GH0412'SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS LEADING WEST, 28.4
 GH0412'METERS (93 FT) WEST OF THE WEST RAIL OF THE TRACKS LEADING
 GH0412'SOUTH-SOUTHWEST AND 20.4 METERS (67 FT) SOUTH-SOUTHWEST OF A POWER
 GH0412'POLE.
 GH0412'THE MARK IS 0.15 METERS  SSE FROM  A WITNESS POST
 GH0412'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0440 ***********************************************************************
 GH0440  DESIGNATION -  X 183
 GH0440  PID         -  GH0440
 GH0440  STATE/COUNTY-  OK/GARFIELD
 GH0440  COUNTRY     -  US
 GH0440  USGS QUAD   -  ENID EAST (2018)
 GH0440
 GH0440                         *CURRENT SURVEY CONTROL
 GH0440  ______________________________________________________________________
 GH0440* NAD 83(1986) POSITION- 36 24 45.     (N) 097 51 17.     (W)   SCALED
 GH0440* NAVD 88 ORTHO HEIGHT -   378.861 (meters)     1242.98  (feet) ADJUSTED
 GH0440  ______________________________________________________________________
 GH0440  GEOID HEIGHT    -        -27.778 (meters)                     GEOID18
 GH0440  DYNAMIC HEIGHT  -        378.529 (meters)     1241.89  (feet) COMP
 GH0440  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 GH0440
 GH0440  VERT ORDER      -  FIRST     CLASS II
 GH0440
 GH0440.The horizontal coordinates were scaled from a map and have
 GH0440.an estimated accuracy of +/- 6 seconds.
 GH0440
 GH0440.The orthometric height was determined by differential leveling and
 GH0440.adjusted by the NATIONAL GEODETIC SURVEY
 GH0440.in June 1991.
 GH0440
 GH0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0440.GEOID18 height accuracy estimate available here.
 GH0440
 GH0440.Click photographs - Photos may exist for this station.
 GH0440
 GH0440.The dynamic height is computed by dividing the NAVD 88
 GH0440.geopotential number by the normal gravity value computed on the
 GH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0440.degrees latitude (g = 980.6199 gals.).
 GH0440
 GH0440.The modeled gravity was interpolated from observed gravity values.
 GH0440
 GH0440;                    North         East    Units  Estimated Accuracy
 GH0440;SPC OK N     -   156,730.      613,030.      MT  (+/- 180 meters Scaled)
 GH0440
 GH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF026303(NAD 83)
 GH0440
 GH0440                          SUPERSEDED SURVEY CONTROL
 GH0440
 GH0440  NGVD 29 (??/??/92)  378.720  (m)         1242.52   (f) ADJ UNCH    1 2
 GH0440
 GH0440.Superseded values are not recommended for survey control.
 GH0440
 GH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0440.See file dsdata.pdf to determine how the superseded data were derived.
 GH0440
 GH0440_MARKER: DB = BENCH MARK DISK
 GH0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0440_STAMPING: X 183 1953
 GH0440_MARK LOGO: CGS
 GH0440_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0440+STABILITY: SURFACE MOTION
 GH0440
 GH0440  HISTORY     - Date     Condition        Report By
 GH0440  HISTORY     - 1953     MONUMENTED       CGS
 GH0440
 GH0440                          STATION DESCRIPTION
 GH0440
 GH0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0440'1.1 MI E FROM ENID.
 GH0440'1.1 MILES EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 GH0440'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0440'RAILROAD AT ENID, AT A ROAD CROSSING, 2 POLES WEST OF MILEPOST
 GH0440'584, 42 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 GH0440'ROAD, 27.4 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 74.5
 GH0440'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK LEADING
 GH0440'TO A LARGE GRAIN ELEVATOR, 3.9 FEET WEST OF A TELEPHONE POLE,
 GH0440'2.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 GH0440'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0575 ***********************************************************************
 FJ0575  DESIGNATION -  X 184
 FJ0575  PID         -  FJ0575
 FJ0575  STATE/COUNTY-  OK/KINGFISHER
 FJ0575  COUNTRY     -  US
 FJ0575  USGS QUAD   -  KINGFISHER (2018)
 FJ0575
 FJ0575                         *CURRENT SURVEY CONTROL
 FJ0575  ______________________________________________________________________
 FJ0575* NAD 83(1986) POSITION- 35 52 17.     (N) 097 57 11.     (W)   SCALED
 FJ0575* NAVD 88 ORTHO HEIGHT -   320.308 (meters)     1050.88  (feet) ADJUSTED
 FJ0575  ______________________________________________________________________
 FJ0575  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 FJ0575  DYNAMIC HEIGHT  -        320.016 (meters)     1049.92  (feet) COMP
 FJ0575  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 FJ0575
 FJ0575  VERT ORDER      -  FIRST     CLASS II
 FJ0575
 FJ0575.The horizontal coordinates were scaled from a map and have
 FJ0575.an estimated accuracy of +/- 6 seconds.
 FJ0575
 FJ0575.The orthometric height was determined by differential leveling and
 FJ0575.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0575.in June 1991.
 FJ0575
 FJ0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0575.GEOID18 height accuracy estimate available here.
 FJ0575
 FJ0575.Click photographs - Photos may exist for this station.
 FJ0575
 FJ0575.The dynamic height is computed by dividing the NAVD 88
 FJ0575.geopotential number by the normal gravity value computed on the
 FJ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0575.degrees latitude (g = 980.6199 gals.).
 FJ0575
 FJ0575.The modeled gravity was interpolated from observed gravity values.
 FJ0575
 FJ0575;                    North         East    Units  Estimated Accuracy
 FJ0575;SPC OK N     -    96,680.      604,240.      MT  (+/- 180 meters Scaled)
 FJ0575
 FJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE945701(NAD 83)
 FJ0575
 FJ0575                          SUPERSEDED SURVEY CONTROL
 FJ0575
 FJ0575  NGVD 29 (??/??/92)  320.178  (m)         1050.45   (f) ADJ UNCH    1 2
 FJ0575
 FJ0575.Superseded values are not recommended for survey control.
 FJ0575
 FJ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0575.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0575
 FJ0575_MARKER: DB = BENCH MARK DISK
 FJ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0575_STAMPING: X 184 1953
 FJ0575_MARK LOGO: CGS
 FJ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0575+STABILITY: SURFACE MOTION
 FJ0575
 FJ0575  HISTORY     - Date     Condition        Report By
 FJ0575  HISTORY     - 1953     MONUMENTED       CGS
 FJ0575
 FJ0575                          STATION DESCRIPTION
 FJ0575
 FJ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0575'1.6 MI NW FROM KINGFISHER.
 FJ0575'0.5 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0575'KINGFISHER, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD, 5.2
 FJ0575'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING
 FJ0575'AT THE KINGFISHER AIRPORT, 2.8 FEET EAST OF THE EAST SIDE OF THE
 FJ0575'BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 FJ0575'FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0549 ***********************************************************************
 FJ0549  DESIGNATION -  X 185
 FJ0549  PID         -  FJ0549
 FJ0549  STATE/COUNTY-  OK/CANADIAN
 FJ0549  COUNTRY     -  US
 FJ0549  USGS QUAD   -  OKARCHE (2018)
 FJ0549
 FJ0549                         *CURRENT SURVEY CONTROL
 FJ0549  ______________________________________________________________________
 FJ0549* NAD 83(1986) POSITION- 35 39 07.     (N) 097 59 54.     (W)   SCALED
 FJ0549* NAVD 88 ORTHO HEIGHT -   389.207 (meters)     1276.92  (feet) ADJUSTED
 FJ0549  ______________________________________________________________________
 FJ0549  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 FJ0549  DYNAMIC HEIGHT  -        388.836 (meters)     1275.71  (feet) COMP
 FJ0549  MODELED GRAVITY -    979,669.0   (mgal)                       NAVD 88
 FJ0549
 FJ0549  VERT ORDER      -  FIRST     CLASS II
 FJ0549
 FJ0549.The horizontal coordinates were scaled from a map and have
 FJ0549.an estimated accuracy of +/- 6 seconds.
 FJ0549
 FJ0549.The orthometric height was determined by differential leveling and
 FJ0549.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0549.in June 1991.
 FJ0549
 FJ0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0549.GEOID18 height accuracy estimate available here.
 FJ0549
 FJ0549.Click photographs - Photos may exist for this station.
 FJ0549
 FJ0549.The dynamic height is computed by dividing the NAVD 88
 FJ0549.geopotential number by the normal gravity value computed on the
 FJ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0549.degrees latitude (g = 980.6199 gals.).
 FJ0549
 FJ0549.The modeled gravity was interpolated from observed gravity values.
 FJ0549
 FJ0549;                    North         East    Units  Estimated Accuracy
 FJ0549;SPC OK N     -    72,340.      600,150.      MT  (+/- 180 meters Scaled)
 FJ0549
 FJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE906458(NAD 83)
 FJ0549
 FJ0549                          SUPERSEDED SURVEY CONTROL
 FJ0549
 FJ0549  NGVD 29 (??/??/92)  389.049  (m)         1276.40   (f) ADJ UNCH    1 2
 FJ0549
 FJ0549.Superseded values are not recommended for survey control.
 FJ0549
 FJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0549.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0549
 FJ0549_MARKER: DB = BENCH MARK DISK
 FJ0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0549_SP_SET: ABUTMENT
 FJ0549_STAMPING: X 185 1953
 FJ0549_MARK LOGO: CGS
 FJ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0549
 FJ0549  HISTORY     - Date     Condition        Report By
 FJ0549  HISTORY     - 1953     MONUMENTED       CGS
 FJ0549
 FJ0549                          STATION DESCRIPTION
 FJ0549
 FJ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0549'5 MI S FROM OKARCHE.
 FJ0549'5.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0549'FROM THE STATION AT OKARCHE, 5 FEET WEST OF THE WEST RAIL, AT AN
 FJ0549'UNDERPASS OF AN EAST AND WEST ROAD, 1 FOOT BELOW THE TOP OF THE
 FJ0549'RAILS, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF
 FJ0549'UNDERPASS 393.6.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0444 ***********************************************************************
 FJ0444  DESIGNATION -  X 186
 FJ0444  PID         -  FJ0444
 FJ0444  STATE/COUNTY-  OK/GRADY
 FJ0444  COUNTRY     -  US
 FJ0444  USGS QUAD   -  MINCO (2018)
 FJ0444
 FJ0444                         *CURRENT SURVEY CONTROL
 FJ0444  ______________________________________________________________________
 FJ0444* NAD 83(1986) POSITION- 35 16 34.     (N) 097 56 49.     (W)   SCALED
 FJ0444* NAVD 88 ORTHO HEIGHT -   407.008 (meters)     1335.33  (feet) POSTED
 FJ0444  ______________________________________________________________________
 FJ0444  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 FJ0444  DYNAMIC HEIGHT  -        406.60  (meters)     1334.0   (feet) COMP
 FJ0444  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 FJ0444
 FJ0444  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0444
 FJ0444.The horizontal coordinates were scaled from a map and have
 FJ0444.an estimated accuracy of +/- 6 seconds.
 FJ0444
 FJ0444.The orthometric height was determined by differential leveling
 FJ0444.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FJ0444
 FJ0444.* This is a POSTED BENCH MARK height.
 FJ0444
 FJ0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0444.GEOID18 height accuracy estimate available here.
 FJ0444
 FJ0444.Click photographs - Photos may exist for this station.
 FJ0444
 FJ0444.The dynamic height is computed by dividing the NAVD 88
 FJ0444.geopotential number by the normal gravity value computed on the
 FJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0444.degrees latitude (g = 980.6199 gals.).
 FJ0444
 FJ0444.The modeled gravity was interpolated from observed gravity values.
 FJ0444
 FJ0444;                    North         East    Units  Estimated Accuracy
 FJ0444;SPC OK S     -   215,510.      604,830.      MT  (+/- 180 meters Scaled)
 FJ0444
 FJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE957041(NAD 83)
 FJ0444
 FJ0444                          SUPERSEDED SURVEY CONTROL
 FJ0444
 FJ0444  NGVD 29 (??/??/92)  406.850  (m)         1334.81   (f) ADJ UNCH    1 2
 FJ0444
 FJ0444.Superseded values are not recommended for survey control.
 FJ0444
 FJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0444.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0444
 FJ0444_MARKER: DB = BENCH MARK DISK
 FJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0444_STAMPING: X 186 1953
 FJ0444_MARK LOGO: CGS
 FJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0444+STABILITY: SURFACE MOTION
 FJ0444
 FJ0444  HISTORY     - Date     Condition        Report By
 FJ0444  HISTORY     - 1953     MONUMENTED       CGS
 FJ0444  HISTORY     - 1986     MARK NOT FOUND   NGS
 FJ0444
 FJ0444                          STATION DESCRIPTION
 FJ0444
 FJ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0444'2.5 MI S FROM MINCO.
 FJ0444'2.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0444'RAILROAD FROM THE STATION AT MINCO, 30 FEET WEST OF THE WEST
 FJ0444'RAIL, 48 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 10.3
 FJ0444'FEET SOUTH OF A CROSSING SIGN, 2 FEET SOUTHEAST OF A WITNESS
 FJ0444'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 FJ0444'FOOT ABOVE THE GROUND.
 FJ0444
 FJ0444                          STATION RECOVERY (1986)
 FJ0444
 FJ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0549 ***********************************************************************
 EL0549  DESIGNATION -  X 187
 EL0549  PID         -  EL0549
 EL0549  STATE/COUNTY-  OK/GRADY
 EL0549  COUNTRY     -  US
 EL0549  USGS QUAD   -  NINNEKAH (2018)
 EL0549
 EL0549                         *CURRENT SURVEY CONTROL
 EL0549  ______________________________________________________________________
 EL0549* NAD 83(1986) POSITION- 34 56 29.     (N) 097 55 45.     (W)   SCALED
 EL0549* NAVD 88 ORTHO HEIGHT -   335.495 (meters)     1100.70  (feet) ADJUSTED
 EL0549  ______________________________________________________________________
 EL0549  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 EL0549  DYNAMIC HEIGHT  -        335.164 (meters)     1099.62  (feet) COMP
 EL0549  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 EL0549
 EL0549  VERT ORDER      -  FIRST     CLASS II
 EL0549
 EL0549.The horizontal coordinates were scaled from a map and have
 EL0549.an estimated accuracy of +/- 6 seconds.
 EL0549
 EL0549.The orthometric height was determined by differential leveling and
 EL0549.adjusted by the NATIONAL GEODETIC SURVEY
 EL0549.in June 1991.
 EL0549
 EL0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0549.GEOID18 height accuracy estimate available here.
 EL0549
 EL0549.Click photographs - Photos may exist for this station.
 EL0549
 EL0549.The dynamic height is computed by dividing the NAVD 88
 EL0549.geopotential number by the normal gravity value computed on the
 EL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0549.degrees latitude (g = 980.6199 gals.).
 EL0549
 EL0549.The modeled gravity was interpolated from observed gravity values.
 EL0549
 EL0549;                    North         East    Units  Estimated Accuracy
 EL0549;SPC OK S     -   178,380.      606,470.      MT  (+/- 180 meters Scaled)
 EL0549
 EL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND977670(NAD 83)
 EL0549
 EL0549                          SUPERSEDED SURVEY CONTROL
 EL0549
 EL0549  NGVD 29 (??/??/92)  335.402  (m)         1100.40   (f) ADJ UNCH    1 2
 EL0549
 EL0549.Superseded values are not recommended for survey control.
 EL0549
 EL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0549.See file dsdata.pdf to determine how the superseded data were derived.
 EL0549
 EL0549_MARKER: DB = BENCH MARK DISK
 EL0549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0549_SP_SET: HEADWALL
 EL0549_STAMPING: X 187 1953
 EL0549_MARK LOGO: CGS
 EL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0549+STABILITY: SURFACE MOTION
 EL0549
 EL0549  HISTORY     - Date     Condition        Report By
 EL0549  HISTORY     - 1953     MONUMENTED       CGS
 EL0549  HISTORY     - 1986     GOOD             NGS
 EL0549
 EL0549                          STATION DESCRIPTION
 EL0549
 EL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0549'0.8 MI S FROM NINNEKAH.
 EL0549'0.8 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0549'RAILROAD FROM THE STATION AT NINNEKAH, 6 POLES SOUTH OF MILEPOST
 EL0549'444, 5 POLES SOUTH OF A ROAD CROSSING, 15 FEET EAST OF THE EAST
 EL0549'RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 EL0549'CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 EL0549
 EL0549                          STATION RECOVERY (1986)
 EL0549
 EL0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0549'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.1 KM (8.15
 EL0549'MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING IN
 EL0549'CHICKASHA, THENCE 2.0 KM (1.25 MI) EAST ALONG A DIRT ROAD, THENCE 0.2
 EL0549'KM (0.1 MI) SOUTH ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD.  NOTE--NOT
 EL0549'LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0681 ***********************************************************************
 FJ0681  DESIGNATION -  X 192
 FJ0681  PID         -  FJ0681
 FJ0681  STATE/COUNTY-  OK/OKLAHOMA
 FJ0681  COUNTRY     -  US
 FJ0681  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0681
 FJ0681                         *CURRENT SURVEY CONTROL
 FJ0681  ______________________________________________________________________
 FJ0681* NAD 83(1986) POSITION- 35 27 49.3    (N) 097 31 31.6    (W)   HD_HELD2
 FJ0681* NAVD 88 ORTHO HEIGHT -   366.246 (meters)     1201.59  (feet) ADJUSTED
 FJ0681  ______________________________________________________________________
 FJ0681  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 FJ0681  DYNAMIC HEIGHT  -        365.896 (meters)     1200.44  (feet) COMP
 FJ0681  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 FJ0681
 FJ0681  VERT ORDER      -  FIRST     CLASS II
 FJ0681
 FJ0681.The horizontal coordinates were established by autonomous hand held GPS
 FJ0681.observations and have an estimated accuracy of +/- 10 meters.
 FJ0681
 FJ0681.The orthometric height was determined by differential leveling and
 FJ0681.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0681.in August 1994.
 FJ0681
 FJ0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0681.GEOID18 height accuracy estimate available here.
 FJ0681
 FJ0681.Click photographs - Photos may exist for this station.
 FJ0681
 FJ0681.The dynamic height is computed by dividing the NAVD 88
 FJ0681.geopotential number by the normal gravity value computed on the
 FJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0681.degrees latitude (g = 980.6199 gals.).
 FJ0681
 FJ0681.The modeled gravity was interpolated from observed gravity values.
 FJ0681
 FJ0681;                    North         East    Units  Estimated Accuracy
 FJ0681;SPC OK N     -    51,554.      643,076.      MT  (+/- 10 meters HH2 GPS)
 FJ0681
 FJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3379725466(NAD 83)
 FJ0681
 FJ0681                          SUPERSEDED SURVEY CONTROL
 FJ0681
 FJ0681  NAVD 88 (??/??/92)  366.317  (m)         1201.83   (f) POSTED      3  
 FJ0681
 FJ0681.Superseded values are not recommended for survey control.
 FJ0681
 FJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0681.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0681
 FJ0681_MARKER: DV = VERTICAL CONTROL DISK
 FJ0681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0681_SP_SET: BRIDGE PIER
 FJ0681_STAMPING: X 192 1984
 FJ0681_MARK LOGO: NGS
 FJ0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0681+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 FJ0681
 FJ0681  HISTORY     - Date     Condition        Report By
 FJ0681  HISTORY     - 1984     MONUMENTED       NGS
 FJ0681  HISTORY     - 1988     GOOD             USPSQD
 FJ0681  HISTORY     - 19940114 GOOD             NGS
 FJ0681  HISTORY     - 20090318 GOOD             INDIV
 FJ0681
 FJ0681                          STATION DESCRIPTION
 FJ0681
 FJ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0681'IN OKLAHOMA CITY.
 FJ0681'THE MARK IS 1.67 M ABOVE SHARTEL AVENUE.
 FJ0681'1.2 KM (0.75 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0681'AVENUE OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, THENCE ABOUT 57.91
 FJ0681'METERS (190.0 FT) SOUTH ALONG SHARTEL AVENUE, AT THE NORTHERNMOST
 FJ0681'BRIDGE PIER SUPPORTING INTERSTATE HIGHWAY 40 WESTBOUND ON THE EAST
 FJ0681'SIDE OF SHARTEL AVENUE AND 1.52 METERS (5.0 FT) ABOVE THE GROUND,
 FJ0681'15.24 METERS (50.0 FT) EAST OF THE CENTERLINE OF SHARTEL AVENUE,
 FJ0681'4.41 METERS (14.5 FT) NORTH OF THE CENTER OF A CONCRETE ALLEYWAY, AND
 FJ0681'0.30 METERS (1.0 FT) WEST OF THE WEST EDGE OF AN EIGHT-INCH DIAMETER
 FJ0681'IRON DRAIN DOWNSPOUT.
 FJ0681
 FJ0681                          STATION RECOVERY (1988)
 FJ0681
 FJ0681'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0681'RECOVERED IN GOOD CONDITION.
 FJ0681
 FJ0681                          STATION RECOVERY (1994)
 FJ0681
 FJ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0681'1.2 KM (0.75 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0681'THE SANTA FE RAILROAD IN OKLAHOMA CITY, SET VERTICALLY IN THE NORTH
 FJ0681'FACE OF THE MOST NORTHEASTERLY OF 2 CONCRETE COLUMNS OF THE FIRST
 FJ0681'PIER EAST OF SHARTEL AVENUE OF THE INTERSTATE HIGHWAY 4O OVERPASS OF
 FJ0681'SHARTEL AVENUE, 59.7 M (195.9 FT) SOUTH OF THE CENTERLINE OF THE
 FJ0681'AVENUE, 15.2 M (49.9 FT) EAST OF THE CENTER OF SHARTEL AVENUE, 5.5 M
 FJ0681'(18.0 FT) NORTHEAST OF THE CENTER OF THE WESTBOUND LANES OF THE
 FJ0681'OVERPASS, 4.4 M (14.4 FT) NORTH OF THE CENTER OF AN ALLEY, AND 1.5 M
 FJ0681'(4.9 FT) ABOVE THE GROUND SURFACE.
 FJ0681
 FJ0681                          STATION RECOVERY (2009)
 FJ0681
 FJ0681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ0681'RECOVERED AND CHECKED FLAT WITH OTHER MARKS IN THE AREA. BRYAN HULL,
 FJ0681'E.D. HILL SURVEYING AND ENGINEERING, OKC, OK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0749 ***********************************************************************
 FJ0749  DESIGNATION -  X 195
 FJ0749  PID         -  FJ0749
 FJ0749  STATE/COUNTY-  OK/OKFUSKEE
 FJ0749  COUNTRY     -  US
 FJ0749  USGS QUAD   -  BOLEY (2018)
 FJ0749
 FJ0749                         *CURRENT SURVEY CONTROL
 FJ0749  ______________________________________________________________________
 FJ0749* NAD 83(1986) POSITION- 35 29 17.63   (N) 096 29 02.34   (W)   HD_HELD1
 FJ0749* NAVD 88 ORTHO HEIGHT -   261.798 (meters)      858.92  (feet) ADJUSTED
 FJ0749  ______________________________________________________________________
 FJ0749  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 FJ0749  DYNAMIC HEIGHT  -        261.551 (meters)      858.11  (feet) COMP
 FJ0749  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 FJ0749
 FJ0749  VERT ORDER      -  FIRST     CLASS II
 FJ0749
 FJ0749.The horizontal coordinates were determined by differentially corrected
 FJ0749.hand held GPS observations or other comparable positioning techniques
 FJ0749.and have an estimated accuracy of +/- 3 meters.
 FJ0749
 FJ0749.The orthometric height was determined by differential leveling and
 FJ0749.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0749.in June 1991.
 FJ0749
 FJ0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0749.GEOID18 height accuracy estimate available here.
 FJ0749
 FJ0749.Click photographs - Photos may exist for this station.
 FJ0749
 FJ0749.The dynamic height is computed by dividing the NAVD 88
 FJ0749.geopotential number by the normal gravity value computed on the
 FJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0749.degrees latitude (g = 980.6199 gals.).
 FJ0749
 FJ0749.The modeled gravity was interpolated from observed gravity values.
 FJ0749
 FJ0749;                    North         East    Units  Estimated Accuracy
 FJ0749;SPC OK N     -    55,245.0     737,563.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0749
 FJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2824230098(NAD 83)
 FJ0749
 FJ0749                          SUPERSEDED SURVEY CONTROL
 FJ0749
 FJ0749.No superseded survey control is available for this station.
 FJ0749
 FJ0749_MARKER: F = FLANGE-ENCASED ROD
 FJ0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0749_STAMPING: X 195 1984
 FJ0749_MARK LOGO: NGS
 FJ0749_PROJECTION: RECESSED 10 CENTIMETERS
 FJ0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0749+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0749_ROD/PIPE-DEPTH: 15.2 meters
 FJ0749
 FJ0749  HISTORY     - Date     Condition        Report By
 FJ0749  HISTORY     - 1984     MONUMENTED       NGS
 FJ0749  HISTORY     - 1988     GOOD             USPSQD
 FJ0749  HISTORY     - 1990     GOOD             USPSQD
 FJ0749  HISTORY     - 1990     GOOD             USPSQD
 FJ0749  HISTORY     - 20220629 GOOD             OKDOT
 FJ0749
 FJ0749                          STATION DESCRIPTION
 FJ0749
 FJ0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0749'0.32 KM (0.2 MI) SOUTH FROM BOLEY.
 FJ0749'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0749'BOLEY, AT THE T-JUNCTION OF U.S. HIGHWAY 62, IN THE NORTHWEST CORNER
 FJ0749'OF THE INTERSECTION, 22.25 METERS (73.0 FT) NORTH OF THE CENTERLINE OF
 FJ0749'THE HIGHWAY, 31.39 METERS (103.0 FT) WEST OF THE CENTER OF PECAN
 FJ0749'STREET, 15.15 METERS (49.7 FT) EAST-NORTHEAST OF A HISTORIC MARKER
 FJ0749'SIGN, AND 10.97 METERS (36.0 FT) SOUTH OF THE CENTERLINE OF OLD
 FJ0749'HIGHWAY 62.
 FJ0749'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 FJ0749'THE MARK IS 1.0 M BELOW HIGHWAY.
 FJ0749
 FJ0749                          STATION RECOVERY (1988)
 FJ0749
 FJ0749'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0749'RECOVERED IN GOOD CONDITION.
 FJ0749
 FJ0749                          STATION RECOVERY (1990)
 FJ0749
 FJ0749'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0749'RECOVERED IN GOOD CONDITION.
 FJ0749
 FJ0749                          STATION RECOVERY (1990)
 FJ0749
 FJ0749'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0749'RECOVERED IN GOOD CONDITION.
 FJ0749
 FJ0749                          STATION RECOVERY (2022)
 FJ0749
 FJ0749'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0749'MARK RECOVERED IN GOOD CONDITION.  MARK IS APPROXIMATELY 9.8 FT (3.0
 FJ0749'M) NORTH OF SIDEWALK N 352917.63 W 962902.34.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0773 ***********************************************************************
 FJ0773  DESIGNATION -  X 196
 FJ0773  PID         -  FJ0773
 FJ0773  STATE/COUNTY-  OK/OKMULGEE
 FJ0773  COUNTRY     -  US
 FJ0773  USGS QUAD   -  PHAROAH (2018)
 FJ0773
 FJ0773                         *CURRENT SURVEY CONTROL
 FJ0773  ______________________________________________________________________
 FJ0773* NAD 83(1986) POSITION- 35 25 38.     (N) 096 03 48.     (W)   SCALED
 FJ0773* NAVD 88 ORTHO HEIGHT -   255.331 (meters)      837.70  (feet) ADJUSTED
 FJ0773  ______________________________________________________________________
 FJ0773  GEOID HEIGHT    -        -28.977 (meters)                     GEOID18
 FJ0773  DYNAMIC HEIGHT  -        255.088 (meters)      836.90  (feet) COMP
 FJ0773  MODELED GRAVITY -    979,676.2   (mgal)                       NAVD 88
 FJ0773
 FJ0773  VERT ORDER      -  FIRST     CLASS II
 FJ0773
 FJ0773.The horizontal coordinates were scaled from a map and have
 FJ0773.an estimated accuracy of +/- 6 seconds.
 FJ0773
 FJ0773.The orthometric height was determined by differential leveling and
 FJ0773.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0773.in June 1991.
 FJ0773
 FJ0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0773.GEOID18 height accuracy estimate available here.
 FJ0773
 FJ0773.Click photographs - Photos may exist for this station.
 FJ0773
 FJ0773.The dynamic height is computed by dividing the NAVD 88
 FJ0773.geopotential number by the normal gravity value computed on the
 FJ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0773.degrees latitude (g = 980.6199 gals.).
 FJ0773
 FJ0773.The modeled gravity was interpolated from observed gravity values.
 FJ0773
 FJ0773;                    North         East    Units  Estimated Accuracy
 FJ0773;SPC OK N     -    49,160.      775,860.      MT  (+/- 180 meters Scaled)
 FJ0773
 FJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE666243(NAD 83)
 FJ0773
 FJ0773                          SUPERSEDED SURVEY CONTROL
 FJ0773
 FJ0773.No superseded survey control is available for this station.
 FJ0773
 FJ0773_MARKER: I = METAL ROD
 FJ0773_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0773+WITH SETTING: INFORMATION.
 FJ0773_STAMPING: X 196 1984
 FJ0773_MARK LOGO: NGS
 FJ0773_PROJECTION: FLUSH
 FJ0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0773_ROD/PIPE-DEPTH: 1.8 meters
 FJ0773
 FJ0773  HISTORY     - Date     Condition        Report By
 FJ0773  HISTORY     - 1984     MONUMENTED       NGS
 FJ0773  HISTORY     - 1988     GOOD             USPSQD
 FJ0773  HISTORY     - 1989     GOOD             USPSQD
 FJ0773  HISTORY     - 1990     GOOD             USPSQD
 FJ0773
 FJ0773                          STATION DESCRIPTION
 FJ0773
 FJ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0773'8.8 KM (5.5 MI) WEST FROM HENRYETTA.
 FJ0773'8.8 KM (5.5 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FJ0773'U.S. HIGHWAY 75 NORTH AT HENRYETTA, AT MILEPOST NUMBER 235,
 FJ0773'35.97 METERS (118.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 FJ0773'EASTBOUND LANES, 30.78 METERS (101.0 FT) SOUTH OF MILEPOST NUMBER 235,
 FJ0773'AND 0.30 METERS (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 FJ0773'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0773'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FJ0773
 FJ0773                          STATION RECOVERY (1988)
 FJ0773
 FJ0773'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0773'RECOVERED IN GOOD CONDITION.
 FJ0773
 FJ0773                          STATION RECOVERY (1989)
 FJ0773
 FJ0773'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0773'RECOVERED IN GOOD CONDITION.
 FJ0773
 FJ0773                          STATION RECOVERY (1990)
 FJ0773
 FJ0773'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0860 ***********************************************************************
 FH0860  DESIGNATION -  X 197
 FH0860  PID         -  FH0860
 FH0860  STATE/COUNTY-  OK/MCINTOSH
 FH0860  COUNTRY     -  US
 FH0860  USGS QUAD   -  PIERCE (2018)
 FH0860
 FH0860                         *CURRENT SURVEY CONTROL
 FH0860  ______________________________________________________________________
 FH0860* NAD 83(1986) POSITION- 35 27 17.37   (N) 095 38 44.28   (W)   HD_HELD1
 FH0860* NAVD 88 ORTHO HEIGHT -   189.068 (meters)      620.30  (feet) ADJUSTED
 FH0860  ______________________________________________________________________
 FH0860  GEOID HEIGHT    -        -29.688 (meters)                     GEOID18
 FH0860  DYNAMIC HEIGHT  -        188.890 (meters)      619.72  (feet) COMP
 FH0860  MODELED GRAVITY -    979,691.0   (mgal)                       NAVD 88
 FH0860
 FH0860  VERT ORDER      -  FIRST     CLASS II
 FH0860
 FH0860.The horizontal coordinates were determined by differentially corrected
 FH0860.hand held GPS observations or other comparable positioning techniques
 FH0860.and have an estimated accuracy of +/- 3 meters.
 FH0860
 FH0860.The orthometric height was determined by differential leveling and
 FH0860.adjusted by the NATIONAL GEODETIC SURVEY
 FH0860.in June 1991.
 FH0860
 FH0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0860.GEOID18 height accuracy estimate available here.
 FH0860
 FH0860.Click photographs - Photos may exist for this station.
 FH0860
 FH0860.The dynamic height is computed by dividing the NAVD 88
 FH0860.geopotential number by the normal gravity value computed on the
 FH0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0860.degrees latitude (g = 980.6199 gals.).
 FH0860
 FH0860.The modeled gravity was interpolated from observed gravity values.
 FH0860
 FH0860;                    North         East    Units  Estimated Accuracy
 FH0860;SPC OK S     -   237,828.3     813,721.4     MT  (+/- 3 meters HH1 GPS) 
 FH0860
 FH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV5989626700(NAD 83)
 FH0860
 FH0860                          SUPERSEDED SURVEY CONTROL
 FH0860
 FH0860.No superseded survey control is available for this station.
 FH0860
 FH0860_MARKER: DV = VERTICAL CONTROL DISK
 FH0860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0860_SP_SET: BRIDGE PIER
 FH0860_STAMPING: X 197 1984
 FH0860_MARK LOGO: NGS
 FH0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0860+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 FH0860
 FH0860  HISTORY     - Date     Condition        Report By
 FH0860  HISTORY     - 1984     MONUMENTED       NGS
 FH0860  HISTORY     - 1988     GOOD             USPSQD
 FH0860  HISTORY     - 1989     GOOD             USPSQD
 FH0860  HISTORY     - 1990     GOOD             USPSQD
 FH0860  HISTORY     - 20220712 GOOD             OKDOT
 FH0860
 FH0860                          STATION DESCRIPTION
 FH0860
 FH0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0860'11.1 KM (6.9 MI) WEST FROM CHECOTAH.
 FH0860'11.1 KM (6.9 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0860'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET VERTICALLY
 FH0860'IN THE SOUTH FACE OF THE SOUTHEASTERNMOST BRIDGE PIER OF INTERSTATE 40
 FH0860'EASTBOUND OVERPASS, 5 FEET ABOVE GROUND, AT STATE ROUTE 150 JUNCTION,
 FH0860'SYCAMORE BAY ROAD EXIT, AND 6.7 METERS (22.0 FT) EAST OF THE
 FH0860'CENTERLINE OF STATE ROUTE 150.
 FH0860'THE MARK IS 1.5 M ABOVE STATE ROUTE 150.
 FH0860
 FH0860                          STATION RECOVERY (1988)
 FH0860
 FH0860'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0860'RECOVERED IN GOOD CONDITION.
 FH0860
 FH0860                          STATION RECOVERY (1989)
 FH0860
 FH0860'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0860'RECOVERED IN GOOD CONDITION.
 FH0860
 FH0860                          STATION RECOVERY (1990)
 FH0860
 FH0860'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0860'RECOVERED IN GOOD CONDITION.
 FH0860
 FH0860                          STATION RECOVERY (2022)
 FH0860
 FH0860'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0905 ***********************************************************************
 FH0905  FBN         -  This is a Federal Base Network Control Station.
 FH0905  DESIGNATION -  X 199
 FH0905  PID         -  FH0905
 FH0905  STATE/COUNTY-  OK/SEQUOYAH
 FH0905  COUNTRY     -  US
 FH0905  USGS QUAD   -  SALLISAW (2019)
 FH0905
 FH0905                         *CURRENT SURVEY CONTROL
 FH0905  ______________________________________________________________________
 FH0905* NAD 83(2011) POSITION- 35 26 57.18937(N) 094 49 16.56885(W)   ADJUSTED
 FH0905* NAD 83(2011) ELLIP HT-   131.863 (meters)        (06/27/12)   ADJUSTED
 FH0905* NAD 83(2011) EPOCH   -  2010.00
 FH0905* NAVD 88 ORTHO HEIGHT -   161.883 (meters)      531.11  (feet) ADJUSTED
 FH0905  ______________________________________________________________________
 FH0905  GEOID HEIGHT    -        -30.016 (meters)                     GEOID18
 FH0905  NAD 83(2011) X  -   -437,198.614 (meters)                     COMP
 FH0905  NAD 83(2011) Y  - -5,183,382.981 (meters)                     COMP
 FH0905  NAD 83(2011) Z  -  3,678,656.210 (meters)                     COMP
 FH0905  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 FH0905  DYNAMIC HEIGHT  -        161.731 (meters)      530.61  (feet) COMP
 FH0905  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 FH0905
 FH0905  VERT ORDER      -  FIRST     CLASS II
 FH0905
 FH0905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0905  Standards:
 FH0905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0905  -------------------------------------------------------------------
 FH0905  NETWORK    0.57   1.31           0.26   0.20   0.67      0.05892430
 FH0905  -------------------------------------------------------------------
 FH0905  Click here for local accuracies and other accuracy information.
 FH0905
 FH0905.The horizontal coordinates were established by GPS observations
 FH0905.and adjusted by the National Geodetic Survey in June 2012.
 FH0905
 FH0905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0905.been affixed to the stable North American tectonic plate. See 
 FH0905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0905
 FH0905.The horizontal coordinates are valid at the epoch date displayed above
 FH0905.which is a decimal equivalence of Year/Month/Day.
 FH0905
 FH0905.The orthometric height was determined by differential leveling and
 FH0905.adjusted by the NATIONAL GEODETIC SURVEY
 FH0905.in June 1991.
 FH0905
 FH0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0905.GEOID18 height accuracy estimate available here.
 FH0905
 FH0905.Click photographs - Photos may exist for this station.
 FH0905
 FH0905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0905
 FH0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0905
 FH0905.The ellipsoidal height was determined by GPS observations
 FH0905.and is referenced to NAD 83.
 FH0905
 FH0905.The dynamic height is computed by dividing the NAVD 88
 FH0905.geopotential number by the normal gravity value computed on the
 FH0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0905.degrees latitude (g = 980.6199 gals.).
 FH0905
 FH0905.The modeled gravity was interpolated from observed gravity values.
 FH0905
 FH0905. The following values were computed from the NAD 83(2011) position.
 FH0905
 FH0905;                    North         East     Units Scale Factor Converg.
 FH0905;SPC OK N     -    54,566.566   888,540.912   MT  1.00002339   +1 52 33.3
 FH0905;SPC OK N     -   179,023.81  2,915,154.64   sFT  1.00002339   +1 52 33.3
 FH0905;UTM  15      - 3,924,385.561   334,710.376   MT  0.99993669   -1 03 23.5
 FH0905
 FH0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0905!SPC OK N     -   0.99997930  x   1.00002339  =   1.00000269
 FH0905!UTM  15      -   0.99997930  x   0.99993669  =   0.99991599
 FH0905
 FH0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3471024385(NAD 83)
 FH0905
 FH0905                          SUPERSEDED SURVEY CONTROL
 FH0905
 FH0905  NAD 83(2007)-  35 26 57.18909(N)    094 49 16.56940(W) AD(2002.00) 0
 FH0905  ELLIP H (02/10/07)  131.881  (m)                       GP(2002.00)    
 FH0905  ELLIP H (06/09/00)  131.867  (m)                       GP(       ) 2 2
 FH0905  NAD 83(1993)-  35 26 57.18981(N)    094 49 16.56947(W) AD(       ) B
 FH0905  ELLIP H (05/09/94)  131.972  (m)                       GP(       ) 4 2
 FH0905  NAVD 88             161.88   (m)          531.1    (f) LEVELING    3  
 FH0905
 FH0905.Superseded values are not recommended for survey control.
 FH0905
 FH0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0905.See file dsdata.pdf to determine how the superseded data were derived.
 FH0905
 FH0905_MARKER: F = FLANGE-ENCASED ROD
 FH0905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0905_STAMPING: X 199 1984
 FH0905_MARK LOGO: NGS
 FH0905_PROJECTION: RECESSED 2 CENTIMETERS
 FH0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0905+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0905_ROD/PIPE-DEPTH: 4.2 meters
 FH0905_SLEEVE-DEPTH  : 0.9 meters
 FH0905
 FH0905  HISTORY     - Date     Condition        Report By
 FH0905  HISTORY     - 1984     MONUMENTED       NGS
 FH0905  HISTORY     - 1988     GOOD             USPSQD
 FH0905  HISTORY     - 1989     GOOD             USPSQD
 FH0905  HISTORY     - 1990     GOOD             USPSQD
 FH0905  HISTORY     - 19930429 GOOD             NGS
 FH0905  HISTORY     - 19970513 GOOD             NGS
 FH0905  HISTORY     - 19990825 GOOD             NGS
 FH0905  HISTORY     - 20020815 GOOD             OKDOT
 FH0905  HISTORY     - 20090119 GOOD             AIRDAT
 FH0905  HISTORY     - 20160906 GOOD             INDIV
 FH0905  HISTORY     - 20210511 GOOD             OKDOT
 FH0905  HISTORY     - 20220801 GOOD             OKDOT
 FH0905
 FH0905                          STATION DESCRIPTION
 FH0905
 FH0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0905'1.4 KM (0.9 MI) WEST FROM SALLISAW.
 FH0905'THE MARK IS 0.9 M ABOVE EASTBOUND LANES.
 FH0905'1.4 KM (0.9 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0905'U.S. HIGHWAY 59 (ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF SALLISAW), AT MILE
 FH0905'MARKER NUMBER 307, SET NEAR THE SOUTH RIGHT-OF-WAY FENCE, 0.2 KM
 FH0905'(0.1 MI) EAST OF A TAN COLORED BRICK HOUSE, 35.20 METERS (115.5 FT)
 FH0905'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES, 26.82 METERS (88.0 FT)
 FH0905'SOUTH OF MILE MARKER NUMBER 307, 3.26 METERS (10.7 FT) NORTHEAST OF
 FH0905'THE NORTHERNMOST METAL POLE SUPPORTING A KOA CAMPGROUND SIGN,
 FH0905'0.36 METERS (1.2 FT) NORTH-NORTHEAST OF THE CENTER ONE OF THE WOOD
 FH0905'FENCE BRACE POSTS, AND 0.51 METERS (1.7 FT) NORTH OF THE FENCE.  NOTE,
 FH0905'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 FH0905'THE MARK IS 0.39 METERS  NW FROM A WITNESS POST.
 FH0905
 FH0905                          STATION RECOVERY (1988)
 FH0905
 FH0905'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0905'RECOVERED IN GOOD CONDITION.
 FH0905
 FH0905                          STATION RECOVERY (1989)
 FH0905
 FH0905'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0905'RECOVERED IN GOOD CONDITION.
 FH0905
 FH0905                          STATION RECOVERY (1990)
 FH0905
 FH0905'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0905'RECOVERED IN GOOD CONDITION.
 FH0905
 FH0905                          STATION RECOVERY (1993)
 FH0905
 FH0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FH0905'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF SALLISAW, ON THE
 FH0905'SOUTH SIDE OF INTERSTATE HIGHWAY 40, ON THE RIGHT-OF-WAY, AT MILEPOST
 FH0905'307, JUST EAST OF A TWO-STORY LOG CABIN HOUSE, IN THE NORTHEAST 1/4
 FH0905'OF SECTION 12, T 11 N, R 23 E.  OWNERSHIP--OKLAHOMA DEPARTMENT OF
 FH0905'TRANSPORTATION.
 FH0905'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40
 FH0905'AND US HIGHWAY 59 (EXIT 308) ON THE SOUTHWEST SIDE OF SALLISAW, GO
 FH0905'WEST ON HIGHWAY 40 FOR 1.79 KM (1.10 MI) TO A MEDIAN CROSSOVER.  TURN
 FH0905'LEFT AND RETURN EASTBOUND FOR 0.33 KM (0.20 MI) TO THE STATION ON THE
 FH0905'RIGHT.  ALSO REACHED UTILIZING THE SOUTH FRONTAGE ROAD AND CLIMBING
 FH0905'THE RIGHT-OF-WAY FENCE.
 FH0905'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 FH0905'GREASE FILLED SLEEVE ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED
 FH0905'BY CONCRETE SET 2 CM BELOW GROUND. IT IS 35.0 M (114.8 FT) SOUTH OF,
 FH0905'AND 1 M (3.3 FT) HIGHER THAN THE EASTBOUND HIGHWAY LANES, 26.4 M
 FH0905'(86.6 FT) SOUTH-SOUTHEAST OF MILEPOST 307, 0.3 M (1.0 FT) NORTH OF
 FH0905'THE CENTER ONE OF THREE BRACED WOOD FENCEPOSTS, 0.4 M (1.3 FT)
 FH0905'NORTHWEST OF A FIBERGLASS WITNESS POST, AND 22.3 M (73.2 FT) EAST OF
 FH0905'THE EXTENDED EAST WALL OF THE LOG HOUSE.
 FH0905
 FH0905                          STATION RECOVERY (1997)
 FH0905
 FH0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ALG)
 FH0905'THE STATION WAS RECOVERED USING THE 1993 STATION RECOVERY, ALL
 FH0905'DISTANCES AND DIRECTIONS CHECKED.
 FH0905
 FH0905                          STATION RECOVERY (1999)
 FH0905
 FH0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FH0905'RECOVERED AS DESCRIBED.
 FH0905
 FH0905                          STATION RECOVERY (2002)
 FH0905
 FH0905'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0905'RECOVERED IN GOOD CONDITION.
 FH0905
 FH0905                          STATION RECOVERY (2009)
 FH0905
 FH0905'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FH0905'RECOVERED IN GOOD CONDITION.
 FH0905
 FH0905                          STATION RECOVERY (2016)
 FH0905
 FH0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (ERS)
 FH0905'RECOVERED IN GOOD CONDITION
 FH0905
 FH0905                          STATION RECOVERY (2021)
 FH0905
 FH0905'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0905'RECOVERED IN GOOD CONDITION.
 FH0905
 FH0905                          STATION RECOVERY (2022)
 FH0905
 FH0905'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1330 ***********************************************************************
 GL1330  DESIGNATION -  X 202
 GL1330  PID         -  GL1330
 GL1330  STATE/COUNTY-  OK/CIMARRON
 GL1330  COUNTRY     -  US
 GL1330  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1330
 GL1330                         *CURRENT SURVEY CONTROL
 GL1330  ______________________________________________________________________
 GL1330* NAD 83(1986) POSITION- 36 56 15.06   (N) 102 31 18.79   (W)   HD_HELD1
 GL1330* NAVD 88 ORTHO HEIGHT -  1191.851 (meters)     3910.26  (feet) ADJUSTED
 GL1330  ______________________________________________________________________
 GL1330  GEOID HEIGHT    -        -23.706 (meters)                     GEOID18
 GL1330  DYNAMIC HEIGHT  -       1190.574 (meters)     3906.07  (feet) COMP
 GL1330  MODELED GRAVITY -    979,518.8   (mgal)                       NAVD 88
 GL1330
 GL1330  VERT ORDER      -  FIRST     CLASS II
 GL1330
 GL1330.The horizontal coordinates were determined by differentially corrected
 GL1330.hand held GPS observations or other comparable positioning techniques
 GL1330.and have an estimated accuracy of +/- 3 meters.
 GL1330
 GL1330.The orthometric height was determined by differential leveling and
 GL1330.adjusted by the NATIONAL GEODETIC SURVEY
 GL1330.in June 1991.
 GL1330
 GL1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1330.GEOID18 height accuracy estimate available here.
 GL1330
 GL1330.Click photographs - Photos may exist for this station.
 GL1330
 GL1330.The dynamic height is computed by dividing the NAVD 88
 GL1330.geopotential number by the normal gravity value computed on the
 GL1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1330.degrees latitude (g = 980.6199 gals.).
 GL1330
 GL1330.The modeled gravity was interpolated from observed gravity values.
 GL1330
 GL1330;                    North         East    Units  Estimated Accuracy
 GL1330;SPC OK N     -   224,363.2     197,301.5     MT  (+/- 3 meters HH1 GPS) 
 GL1330
 GL1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2069290810(NAD 83)
 GL1330
 GL1330                          SUPERSEDED SURVEY CONTROL
 GL1330
 GL1330.No superseded survey control is available for this station.
 GL1330
 GL1330_MARKER: F = FLANGE-ENCASED ROD
 GL1330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1330_STAMPING: X 202 1985
 GL1330_MARK LOGO: NGS
 GL1330_PROJECTION: FLUSH
 GL1330_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1330+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 GL1330_ROD/PIPE-DEPTH: 6.7 meters
 GL1330
 GL1330  HISTORY     - Date     Condition        Report By
 GL1330  HISTORY     - 1985     MONUMENTED       NGS
 GL1330  HISTORY     - 20040706 GOOD             OKDOT
 GL1330  HISTORY     - 20190807 GOOD             OKDOT
 GL1330
 GL1330                          STATION DESCRIPTION
 GL1330
 GL1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1330'23.2 KM (14.4 MI) NORTH FROM BOISE CITY.
 GL1330'23.2 KM (14.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1330'IN BOISE CITY, 28.7 M (94.2 FT) NORTH OF THE CENTER OF A PAVED ROAD
 GL1330'LEADING WEST TO KOHLER RANCH, 22.7 M (74.5 FT) EAST OF THE NEAR RAIL
 GL1330'OF THE SANTA FE RAILROAD, 14.8 M (48.6 FT) WEST OF THE CENTERLINE OF
 GL1330'THE HIGHWAY, AND 0.7 M (2.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS
 GL1330'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1330'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GL1330'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GL1330
 GL1330                          STATION RECOVERY (2004)
 GL1330
 GL1330'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL1330'RECOVERED IN GOOD CONDITION.
 GL1330
 GL1330                          STATION RECOVERY (2019)
 GL1330
 GL1330'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (SP)
 GL1330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1133 ***********************************************************************
 DM1133  DESIGNATION -  X 203
 DM1133  PID         -  DM1133
 DM1133  STATE/COUNTY-  OK/MCCURTAIN
 DM1133  COUNTRY     -  US
 DM1133  USGS QUAD   -  GARVIN (2019)
 DM1133
 DM1133                         *CURRENT SURVEY CONTROL
 DM1133  ______________________________________________________________________
 DM1133* NAD 83(1986) POSITION- 33 56 05.     (N) 094 53 04.     (W)   SCALED
 DM1133* NAVD 88 ORTHO HEIGHT -   153.314 (meters)      503.00  (feet) ADJUSTED
 DM1133  ______________________________________________________________________
 DM1133  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 DM1133  DYNAMIC HEIGHT  -        153.159 (meters)      502.49  (feet) COMP
 DM1133  MODELED GRAVITY -    979,621.6   (mgal)                       NAVD 88
 DM1133
 DM1133  VERT ORDER      -  FIRST     CLASS II
 DM1133
 DM1133.The horizontal coordinates were scaled from a map and have
 DM1133.an estimated accuracy of +/- 6 seconds.
 DM1133
 DM1133.The orthometric height was determined by differential leveling and
 DM1133.adjusted by the NATIONAL GEODETIC SURVEY
 DM1133.in June 1991.
 DM1133
 DM1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1133.GEOID18 height accuracy estimate available here.
 DM1133
 DM1133.Click photographs - Photos may exist for this station.
 DM1133
 DM1133.The dynamic height is computed by dividing the NAVD 88
 DM1133.geopotential number by the normal gravity value computed on the
 DM1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1133.degrees latitude (g = 980.6199 gals.).
 DM1133
 DM1133.The modeled gravity was interpolated from observed gravity values.
 DM1133
 DM1133;                    North         East    Units  Estimated Accuracy
 DM1133;SPC OK S     -    71,150.      888,000.      MT  (+/- 180 meters Scaled)
 DM1133
 DM1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT258565(NAD 83)
 DM1133
 DM1133                          SUPERSEDED SURVEY CONTROL
 DM1133
 DM1133.No superseded survey control is available for this station.
 DM1133
 DM1133_MARKER: I = METAL ROD
 DM1133_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1133+WITH SETTING: INFORMATION.
 DM1133_STAMPING: X 203 1986
 DM1133_MARK LOGO: NGS
 DM1133_PROJECTION: FLUSH
 DM1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1133_ROD/PIPE-DEPTH: 2.4 meters
 DM1133
 DM1133  HISTORY     - Date     Condition        Report By
 DM1133  HISTORY     - 1986     MONUMENTED       NGS
 DM1133
 DM1133                          STATION DESCRIPTION
 DM1133
 DM1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1133'7.8 KM (4.85 MI) WEST FROM IDABEL.
 DM1133'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1133'U.S. HIGHWAY 259 IN IDABEL, 60.7 M (199.1 FT) SOUTHEAST OF THE
 DM1133'CENTERLINE OF THE HIGHWAY, 13.5 M (44.3 FT) SOUTHEAST OF THE NEAR RAIL
 DM1133'OF THE BURLINGTON NORTHERN RAILROAD, 5.7 M (18.7 FT) NORTHEAST OF THE
 DM1133'CENTER OF A GRAVELED ROAD LEADING SOUTH TO JOHNSONS RADIATOR SHOP, AND
 DM1133'0.5 M (1.6 FT) NORTHEAST OF A T-FENCE CORNER.  NOTE--ACCESS TO DATUM
 DM1133'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1133'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 DM1133'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0831 ***********************************************************************
 FJ0831  DESIGNATION -  X 204
 FJ0831  PID         -  FJ0831
 FJ0831  STATE/COUNTY-  OK/KINGFISHER
 FJ0831  COUNTRY     -  US
 FJ0831  USGS QUAD   -  DOVER (2018)
 FJ0831
 FJ0831                         *CURRENT SURVEY CONTROL
 FJ0831  ______________________________________________________________________
 FJ0831* NAD 83(1986) POSITION- 35 59 11.0    (N) 097 54 31.9    (W)   HD_HELD2
 FJ0831* NAVD 88 ORTHO HEIGHT -   322.371 (meters)     1057.65  (feet) ADJUSTED
 FJ0831  ______________________________________________________________________
 FJ0831  GEOID HEIGHT    -        -27.341 (meters)                     GEOID18
 FJ0831  DYNAMIC HEIGHT  -        322.081 (meters)     1056.69  (feet) COMP
 FJ0831  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 FJ0831
 FJ0831  VERT ORDER      -  FIRST     CLASS II
 FJ0831
 FJ0831.The horizontal coordinates were established by autonomous hand held GPS
 FJ0831.observations and have an estimated accuracy of +/- 10 meters.
 FJ0831
 FJ0831.The orthometric height was determined by differential leveling and
 FJ0831.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0831.in June 1991.
 FJ0831
 FJ0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0831.GEOID18 height accuracy estimate available here.
 FJ0831
 FJ0831.Click photographs - Photos may exist for this station.
 FJ0831
 FJ0831.The dynamic height is computed by dividing the NAVD 88
 FJ0831.geopotential number by the normal gravity value computed on the
 FJ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0831.degrees latitude (g = 980.6199 gals.).
 FJ0831
 FJ0831.The modeled gravity was interpolated from observed gravity values.
 FJ0831
 FJ0831;                    North         East    Units  Estimated Accuracy
 FJ0831;SPC OK N     -   109,446.      608,218.      MT  (+/- 10 meters HH2 GPS)
 FJ0831
 FJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9836082989(NAD 83)
 FJ0831
 FJ0831                          SUPERSEDED SURVEY CONTROL
 FJ0831
 FJ0831  NGVD 29 (04/22/92)  322.208  (m)         1057.11   (f) ADJUSTED    1 2
 FJ0831
 FJ0831.Superseded values are not recommended for survey control.
 FJ0831
 FJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0831.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0831
 FJ0831_MARKER: F = FLANGE-ENCASED ROD
 FJ0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0831_STAMPING: X 204 1985
 FJ0831_MARK LOGO: NGS
 FJ0831_PROJECTION: FLUSH
 FJ0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0831_ROD/PIPE-DEPTH: 7.9 meters
 FJ0831
 FJ0831  HISTORY     - Date     Condition        Report By
 FJ0831  HISTORY     - 1985     MONUMENTED       NGS
 FJ0831
 FJ0831                          STATION DESCRIPTION
 FJ0831
 FJ0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FJ0831'0.6 KM (0.4 MI) NORTH FROM DOVER.
 FJ0831'0.57 KM (0.35 MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0831'DOVER, AT THE SOUTHWEST CORNER OF A ROAD SIDE PARK, IN THE NORTHEAST
 FJ0831'CORNER OF THE JUNCTION OF A PAVED SECTION LINE ROAD (EAST WALNUT
 FJ0831'STREET), 45.4 METERS (149 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 FJ0831'14.3 METERS (47 FT) NORTH OF THE CENTER OF EAST WALNUT STREET, 86.9
 FJ0831'METERS (285 FT) WEST OF THE CENTER OF A NORTH-SOUTH SECTION LINE ROAD
 FJ0831'AT THE EAST EDGE OF THE PARK, 52.6 METERS (172.5 FT) WEST-NORTHWEST OF
 FJ0831'THE NORTH END OF A 36-INCH PIPE CULVERT UNDER THE STREET, 8.2 METERS
 FJ0831'(27 FT) SOUTH OF THE CENTER OF THE SOUTH PAVED ROAD LEADING INTO THE
 FJ0831'PARK AND 0.9 METER (3 FT) NORTHWEST OF A RIGHT ANGLE OFFSET POWER POLE
 FJ0831'WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FJ0831'5-INCH LOGO CAP.
 FJ0831'THE MARK IS 0.9 METERS  NW FROM  A WITNESS POST
 FJ0831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0580 ***********************************************************************
 GH0580  DESIGNATION -  X 205
 GH0580  PID         -  GH0580
 GH0580  STATE/COUNTY-  OK/GRANT
 GH0580  COUNTRY     -  US
 GH0580  USGS QUAD   -  POND CREEK (2018)
 GH0580
 GH0580                         *CURRENT SURVEY CONTROL
 GH0580  ______________________________________________________________________
 GH0580* NAD 83(1986) POSITION- 36 41 42.12   (N) 097 48 14.37   (W)   HD_HELD1
 GH0580* NAVD 88 ORTHO HEIGHT -   317.855 (meters)     1042.83  (feet) ADJUSTED
 GH0580  ______________________________________________________________________
 GH0580  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 GH0580  DYNAMIC HEIGHT  -        317.588 (meters)     1041.95  (feet) COMP
 GH0580  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 GH0580
 GH0580  VERT ORDER      -  FIRST     CLASS II
 GH0580
 GH0580.The horizontal coordinates were determined by differentially corrected
 GH0580.hand held GPS observations or other comparable positioning techniques
 GH0580.and have an estimated accuracy of +/- 3 meters.
 GH0580
 GH0580.The orthometric height was determined by differential leveling and
 GH0580.adjusted by the NATIONAL GEODETIC SURVEY
 GH0580.in June 1991.
 GH0580
 GH0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0580.GEOID18 height accuracy estimate available here.
 GH0580
 GH0580.Click photographs - Photos may exist for this station.
 GH0580
 GH0580.The dynamic height is computed by dividing the NAVD 88
 GH0580.geopotential number by the normal gravity value computed on the
 GH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0580.degrees latitude (g = 980.6199 gals.).
 GH0580
 GH0580.The modeled gravity was interpolated from observed gravity values.
 GH0580
 GH0580;                    North         East    Units  Estimated Accuracy
 GH0580;SPC OK N     -   188,091.6     617,516.2     MT  (+/- 3 meters HH1 GPS) 
 GH0580
 GH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0684161708(NAD 83)
 GH0580
 GH0580                          SUPERSEDED SURVEY CONTROL
 GH0580
 GH0580  NGVD 29 (04/22/92)  317.708  (m)         1042.35   (f) ADJUSTED    1 2
 GH0580
 GH0580.Superseded values are not recommended for survey control.
 GH0580
 GH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0580.See file dsdata.pdf to determine how the superseded data were derived.
 GH0580
 GH0580_MARKER: I = METAL ROD
 GH0580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0580_STAMPING: X 205 1985
 GH0580_MARK LOGO: NGS
 GH0580_PROJECTION: FLUSH
 GH0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0580_ROD/PIPE-DEPTH: 13.7 meters
 GH0580
 GH0580  HISTORY     - Date     Condition        Report By
 GH0580  HISTORY     - 1985     MONUMENTED       NGS
 GH0580
 GH0580                          STATION DESCRIPTION
 GH0580
 GH0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0580'3.5 KM (2.2 MI) NORTH FROM PONDCREEK.
 GH0580'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0580'PONDCREEK, THENCE 3.1 KM (1.9 MI) NORTH ALONG US HIGHWAY 81,
 GH0580'42.4 METERS (139 FT) EAST OF THE HIGHWAY CENTERLINE, 3.4 METERS (11.1
 GH0580'FT) NORTH OF THE CENTER OF A METAL GATE, 0.27 METER (0.9 FT) WEST OF
 GH0580'THE RIGHT OF WAY FENCE AND 23.9 METERS (78.5 FT) NORTH-NORTHEAST OF
 GH0580'POWER POLE 15-19.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GH0580'LOGO CAP.
 GH0580'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0580'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0420 ***********************************************************************
 GJ0420  DESIGNATION -  X 206
 GJ0420  PID         -  GJ0420
 GJ0420  STATE/COUNTY-  OK/GRANT
 GJ0420  COUNTRY     -  US
 GJ0420  USGS QUAD   -  MANCHESTER (2018)
 GJ0420
 GJ0420                         *CURRENT SURVEY CONTROL
 GJ0420  ______________________________________________________________________
 GJ0420* NAD 83(1986) POSITION- 36 53 03.     (N) 098 02 15.     (W)   SCALED
 GJ0420* NAVD 88 ORTHO HEIGHT -   350.409 (meters)     1149.63  (feet) ADJUSTED
 GJ0420  ______________________________________________________________________
 GJ0420  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 GJ0420  DYNAMIC HEIGHT  -        350.116 (meters)     1148.67  (feet) COMP
 GJ0420  MODELED GRAVITY -    979,787.8   (mgal)                       NAVD 88
 GJ0420
 GJ0420  VERT ORDER      -  FIRST     CLASS II
 GJ0420
 GJ0420.The horizontal coordinates were scaled from a map and have
 GJ0420.an estimated accuracy of +/- 6 seconds.
 GJ0420
 GJ0420.The orthometric height was determined by differential leveling and
 GJ0420.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0420.in June 1991.
 GJ0420
 GJ0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0420.GEOID18 height accuracy estimate available here.
 GJ0420
 GJ0420.Click photographs - Photos may exist for this station.
 GJ0420
 GJ0420.The dynamic height is computed by dividing the NAVD 88
 GJ0420.geopotential number by the normal gravity value computed on the
 GJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0420.degrees latitude (g = 980.6199 gals.).
 GJ0420
 GJ0420.The modeled gravity was interpolated from observed gravity values.
 GJ0420
 GJ0420;                    North         East    Units  Estimated Accuracy
 GJ0420;SPC OK N     -   209,060.      596,660.      MT  (+/- 180 meters Scaled)
 GJ0420
 GJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF857824(NAD 83)
 GJ0420
 GJ0420                          SUPERSEDED SURVEY CONTROL
 GJ0420
 GJ0420.No superseded survey control is available for this station.
 GJ0420
 GJ0420_MARKER: I = METAL ROD
 GJ0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0420_STAMPING: X 206 1985
 GJ0420_MARK LOGO: NGS
 GJ0420_PROJECTION: FLUSH
 GJ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0420_ROD/PIPE-DEPTH: 9.8 meters
 GJ0420
 GJ0420  HISTORY     - Date     Condition        Report By
 GJ0420  HISTORY     - 1985     MONUMENTED       NGS
 GJ0420  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GJ0420
 GJ0420                          STATION DESCRIPTION
 GJ0420
 GJ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0420'10.4 KM (6.45 MI) WEST FROM WAKITA.
 GJ0420'10.38 KM (6.45 MI) WEST ALONG A PAVED ROAD (MAIN STREET) FROM THE POST
 GJ0420'OFFICE IN WAKITA, ALSO 0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM
 GJ0420'THE POST OFFICE IN MANCHESTER, THENCE 12.14 KM (7.55 MI) SOUTH ALONG
 GJ0420'STATE HIGHWAY 132, IN THE NORTHWEST CORNER OF THE JUNCTION OF STATE
 GJ0420'HIGHWAY 132, 27.7 METERS (91 FT) NORTH OF THE CENTER OF THE ROAD, 12.6
 GJ0420'METERS (41.5 FT) WEST OF THE CENTER OF STATE HIGHWAY 132, 121.9 METERS
 GJ0420'(400 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE OVER SAND CREEK,
 GJ0420'20.0 METERS (65.5 FT) NORTH OF A JUNCTION POWER POLE, 1.2 METERS
 GJ0420'(4 FT) NORTH OF THE NORTH END OF A WIRE GATE IN THE RIGHT OF WAY FENCE
 GJ0420'AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 GJ0420'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GJ0420'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GJ0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GJ0420
 GJ0420                          STATION RECOVERY (2022)
 GJ0420
 GJ0420'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1143 ***********************************************************************
 DM1143  DESIGNATION -  X 208
 DM1143  PID         -  DM1143
 DM1143  STATE/COUNTY-  OK/CHOCTAW
 DM1143  COUNTRY     -  US
 DM1143  USGS QUAD   -  SHOALS (2018)
 DM1143
 DM1143                         *CURRENT SURVEY CONTROL
 DM1143  ______________________________________________________________________
 DM1143* NAD 83(1986) POSITION- 33 59 49.     (N) 095 25 41.     (W)   SCALED
 DM1143* NAVD 88 ORTHO HEIGHT -   146.243 (meters)      479.80  (feet) ADJUSTED
 DM1143  ______________________________________________________________________
 DM1143  GEOID HEIGHT    -        -28.974 (meters)                     GEOID18
 DM1143  DYNAMIC HEIGHT  -        146.088 (meters)      479.29  (feet) COMP
 DM1143  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 DM1143
 DM1143  VERT ORDER      -  FIRST     CLASS II
 DM1143
 DM1143.The horizontal coordinates were scaled from a map and have
 DM1143.an estimated accuracy of +/- 6 seconds.
 DM1143
 DM1143.The orthometric height was determined by differential leveling and
 DM1143.adjusted by the NATIONAL GEODETIC SURVEY
 DM1143.in June 1991.
 DM1143
 DM1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1143.GEOID18 height accuracy estimate available here.
 DM1143
 DM1143.Click photographs - Photos may exist for this station.
 DM1143
 DM1143.The dynamic height is computed by dividing the NAVD 88
 DM1143.geopotential number by the normal gravity value computed on the
 DM1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1143.degrees latitude (g = 980.6199 gals.).
 DM1143
 DM1143.The modeled gravity was interpolated from observed gravity values.
 DM1143
 DM1143;                    North         East    Units  Estimated Accuracy
 DM1143;SPC OK S     -    76,640.      837,590.      MT  (+/- 180 meters Scaled)
 DM1143
 DM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT757644(NAD 83)
 DM1143
 DM1143                          SUPERSEDED SURVEY CONTROL
 DM1143
 DM1143.No superseded survey control is available for this station.
 DM1143
 DM1143_MARKER: I = METAL ROD
 DM1143_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1143+WITH SETTING: INFORMATION.
 DM1143_STAMPING: X 208 1986
 DM1143_MARK LOGO: NGS
 DM1143_PROJECTION: FLUSH
 DM1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1143_ROD/PIPE-DEPTH: 2.5 meters
 DM1143
 DM1143  HISTORY     - Date     Condition        Report By
 DM1143  HISTORY     - 1986     MONUMENTED       NGS
 DM1143
 DM1143                          STATION DESCRIPTION
 DM1143
 DM1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1143'8.5 KM (5.3 MI) EAST FROM HUGO.
 DM1143'8.5 KM (5.3 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1143'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 15.0 M (49.2 FT) SOUTH OF THE
 DM1143'CENTERLINE OF THE HIGHWAY, AND 7.4 M (24.3 FT) EAST OF A UTILITY POLE.
 DM1143'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1143'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1143'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0807 ***********************************************************************
 EK0807  DESIGNATION -  X 209
 EK0807  PID         -  EK0807
 EK0807  STATE/COUNTY-  OK/CHOCTAW
 EK0807  COUNTRY     -  US
 EK0807  USGS QUAD   -  BOSWELL SW (2018)
 EK0807
 EK0807                         *CURRENT SURVEY CONTROL
 EK0807  ______________________________________________________________________
 EK0807* NAD 83(1986) POSITION- 34 01 34.     (N) 095 56 17.     (W)   SCALED
 EK0807* NAVD 88 ORTHO HEIGHT -   193.630 (meters)      635.27  (feet) ADJUSTED
 EK0807  ______________________________________________________________________
 EK0807  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 EK0807  DYNAMIC HEIGHT  -        193.428 (meters)      634.61  (feet) COMP
 EK0807  MODELED GRAVITY -    979,588.4   (mgal)                       NAVD 88
 EK0807
 EK0807  VERT ORDER      -  FIRST     CLASS II
 EK0807
 EK0807.The horizontal coordinates were scaled from a map and have
 EK0807.an estimated accuracy of +/- 6 seconds.
 EK0807
 EK0807.The orthometric height was determined by differential leveling and
 EK0807.adjusted by the NATIONAL GEODETIC SURVEY
 EK0807.in June 1991.
 EK0807
 EK0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0807.GEOID18 height accuracy estimate available here.
 EK0807
 EK0807.Click photographs - Photos may exist for this station.
 EK0807
 EK0807.The dynamic height is computed by dividing the NAVD 88
 EK0807.geopotential number by the normal gravity value computed on the
 EK0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0807.degrees latitude (g = 980.6199 gals.).
 EK0807
 EK0807.The modeled gravity was interpolated from observed gravity values.
 EK0807
 EK0807;                    North         East    Units  Estimated Accuracy
 EK0807;SPC OK S     -    78,790.      790,420.      MT  (+/- 180 meters Scaled)
 EK0807
 EK0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT287689(NAD 83)
 EK0807
 EK0807                          SUPERSEDED SURVEY CONTROL
 EK0807
 EK0807.No superseded survey control is available for this station.
 EK0807
 EK0807_MARKER: I = METAL ROD
 EK0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0807_STAMPING: X 209 1986
 EK0807_MARK LOGO: NGS
 EK0807_PROJECTION: FLUSH
 EK0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0807_ROD/PIPE-DEPTH: 3.7 meters
 EK0807
 EK0807  HISTORY     - Date     Condition        Report By
 EK0807  HISTORY     - 1986     MONUMENTED       NGS
 EK0807
 EK0807                          STATION DESCRIPTION
 EK0807
 EK0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0807'41.5 KM (25.8 MI) WEST FROM HUGO.
 EK0807'41.5 KM (25.8 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0807'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, AT THE CHOCTAW-BRYAN
 EK0807'COUNTY LINE, 13.5 M (44.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 EK0807'LEADING SOUTH, 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF THE
 EK0807'HIGHWAY, AND 4.9 M (16.1 FT) EAST OF UTILITY PEDESTAL NUMBER 900 2240
 EK0807'AND A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EK0807'5-INCH LOGO CAP.
 EK0807'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EK0807'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0660 ***********************************************************************
 EL0660  DESIGNATION -  X 210
 EL0660  PID         -  EL0660
 EL0660  STATE/COUNTY-  OK/STEPHENS
 EL0660  COUNTRY     -  US
 EL0660  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0660
 EL0660                         *CURRENT SURVEY CONTROL
 EL0660  ______________________________________________________________________
 EL0660* NAD 83(1986) POSITION- 34 25 47.     (N) 097 57 53.     (W)   SCALED
 EL0660* NAVD 88 ORTHO HEIGHT -   323.423 (meters)     1061.10  (feet) ADJUSTED
 EL0660  ______________________________________________________________________
 EL0660  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 EL0660  DYNAMIC HEIGHT  -        323.095 (meters)     1060.02  (feet) COMP
 EL0660  MODELED GRAVITY -    979,612.5   (mgal)                       NAVD 88
 EL0660
 EL0660  VERT ORDER      -  FIRST     CLASS II
 EL0660
 EL0660.The horizontal coordinates were scaled from a map and have
 EL0660.an estimated accuracy of +/- 6 seconds.
 EL0660
 EL0660.The orthometric height was determined by differential leveling and
 EL0660.adjusted by the NATIONAL GEODETIC SURVEY
 EL0660.in June 1991.
 EL0660
 EL0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0660.GEOID18 height accuracy estimate available here.
 EL0660
 EL0660.Click photographs - Photos may exist for this station.
 EL0660
 EL0660.The dynamic height is computed by dividing the NAVD 88
 EL0660.geopotential number by the normal gravity value computed on the
 EL0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0660.degrees latitude (g = 980.6199 gals.).
 EL0660
 EL0660.The modeled gravity was interpolated from observed gravity values.
 EL0660
 EL0660;                    North         East    Units  Estimated Accuracy
 EL0660;SPC OK S     -   121,620.      603,240.      MT  (+/- 180 meters Scaled)
 EL0660
 EL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND951102(NAD 83)
 EL0660
 EL0660                          SUPERSEDED SURVEY CONTROL
 EL0660
 EL0660.No superseded survey control is available for this station.
 EL0660
 EL0660_MARKER: DV = VERTICAL CONTROL DISK
 EL0660_SETTING: 66 = SET IN ROCK OUTCROP
 EL0660_STAMPING: X 210 1986
 EL0660_MARK LOGO: NGS
 EL0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0660+STABILITY: POSITION/ELEVATION WELL
 EL0660
 EL0660  HISTORY     - Date     Condition        Report By
 EL0660  HISTORY     - 1986     MONUMENTED       NGS
 EL0660
 EL0660                          STATION DESCRIPTION
 EL0660
 EL0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0660'5.8 KM (3.6 MI) SOUTH FROM DUNCAN.
 EL0660'5.8 KM (3.6 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET) FROM
 EL0660'ITS JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, IN AN
 EL0660'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) SOUTH OF THE
 EL0660'INTERSECTION OF TERRY ROAD, 21.1 M (69.2 FT) SOUTH OF THE SOUTH
 EL0660'HEADWALL OF A BOX CULVERT AT A FIELD ENTRANCE, AND 7.9 M (25.9 FT)
 EL0660'EAST OF THE CENTERLINE OF THE HIGHWAY.
 EL0660'THE MARK IS 2.7 METERS  W FROM  A WITNESS POST AND FENCE
 EL0660'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0686 ***********************************************************************
 EL0686  DESIGNATION -  X 211
 EL0686  PID         -  EL0686
 EL0686  STATE/COUNTY-  OK/GRADY
 EL0686  COUNTRY     -  US
 EL0686  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0686
 EL0686                         *CURRENT SURVEY CONTROL
 EL0686  ______________________________________________________________________
 EL0686* NAD 83(1986) POSITION- 34 47 52.     (N) 097 58 01.     (W)   SCALED
 EL0686* NAVD 88 ORTHO HEIGHT -   417.401 (meters)     1369.42  (feet) ADJUSTED
 EL0686  ______________________________________________________________________
 EL0686  GEOID HEIGHT    -        -26.150 (meters)                     GEOID18
 EL0686  DYNAMIC HEIGHT  -        416.973 (meters)     1368.02  (feet) COMP
 EL0686  MODELED GRAVITY -    979,595.7   (mgal)                       NAVD 88
 EL0686
 EL0686  VERT ORDER      -  FIRST     CLASS II
 EL0686
 EL0686.The horizontal coordinates were scaled from a map and have
 EL0686.an estimated accuracy of +/- 6 seconds.
 EL0686
 EL0686.The orthometric height was determined by differential leveling and
 EL0686.adjusted by the NATIONAL GEODETIC SURVEY
 EL0686.in June 1991.
 EL0686
 EL0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0686.GEOID18 height accuracy estimate available here.
 EL0686
 EL0686.Click photographs - Photos may exist for this station.
 EL0686
 EL0686.The dynamic height is computed by dividing the NAVD 88
 EL0686.geopotential number by the normal gravity value computed on the
 EL0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0686.degrees latitude (g = 980.6199 gals.).
 EL0686
 EL0686.The modeled gravity was interpolated from observed gravity values.
 EL0686
 EL0686;                    North         East    Units  Estimated Accuracy
 EL0686;SPC OK S     -   162,440.      603,030.      MT  (+/- 180 meters Scaled)
 EL0686
 EL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND945511(NAD 83)
 EL0686
 EL0686                          SUPERSEDED SURVEY CONTROL
 EL0686
 EL0686.No superseded survey control is available for this station.
 EL0686
 EL0686_MARKER: I = METAL ROD
 EL0686_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0686+WITH SETTING: INFORMATION.
 EL0686_STAMPING: X 211 1986
 EL0686_MARK LOGO: NGS
 EL0686_PROJECTION: PROJECTING 4 CENTIMETERS
 EL0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0686_ROD/PIPE-DEPTH: 2.7 meters
 EL0686
 EL0686  HISTORY     - Date     Condition        Report By
 EL0686  HISTORY     - 1986     MONUMENTED       NGS
 EL0686
 EL0686                          STATION DESCRIPTION
 EL0686
 EL0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0686'29.5 KM (18.35 MI) SOUTH FROM CHICKASHA.
 EL0686'29.5 KM (18.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0686'BUILDING IN CHICKASHA, 1.7 KM (1.05 MI) NORTH OF THE INTERSECTION OF
 EL0686'STATE HIGHWAY 17, 27.4 M (89.9 FT) WEST OF THE CENTERLINE OF THE SOUTH
 EL0686'BOUND LANES OF THE HIGHWAY, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF A
 EL0686'GRAVELED ROAD LEADING WEST, 10.4 M (34.1 FT) EAST OF THE CENTER OF A
 EL0686'GRAVELED ROAD LEADING SOUTH, 3.4 M (11.2 FT) SOUTH OF THE NORTH END OF
 EL0686'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 EL0686'CAP.
 EL0686'THE MARK IS 0.3 METERS  E FROM  A WINESS POST AND FENCE
 EL0686'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0969 ***********************************************************************
 DN0969  DESIGNATION -  X 212
 DN0969  PID         -  DN0969
 DN0969  STATE/COUNTY-  OK/BRYAN
 DN0969  COUNTRY     -  US
 DN0969  USGS QUAD   -  DENISON DAM (2019)
 DN0969
 DN0969                         *CURRENT SURVEY CONTROL
 DN0969  ______________________________________________________________________
 DN0969* NAD 83(1986) POSITION- 33 50 25.     (N) 096 31 01.     (W)   SCALED
 DN0969* NAVD 88 ORTHO HEIGHT -   191.182 (meters)      627.24  (feet) ADJUSTED
 DN0969  ______________________________________________________________________
 DN0969  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 DN0969  DYNAMIC HEIGHT  -        190.979 (meters)      626.57  (feet) COMP
 DN0969  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 DN0969
 DN0969  VERT ORDER      -  FIRST     CLASS II
 DN0969
 DN0969.The horizontal coordinates were scaled from a map and have
 DN0969.an estimated accuracy of +/- 6 seconds.
 DN0969
 DN0969.The orthometric height was determined by differential leveling and
 DN0969.adjusted by the NATIONAL GEODETIC SURVEY
 DN0969.in June 1991.
 DN0969
 DN0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0969.GEOID18 height accuracy estimate available here.
 DN0969
 DN0969.Click photographs - Photos may exist for this station.
 DN0969
 DN0969.The dynamic height is computed by dividing the NAVD 88
 DN0969.geopotential number by the normal gravity value computed on the
 DN0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0969.degrees latitude (g = 980.6199 gals.).
 DN0969
 DN0969.The modeled gravity was interpolated from observed gravity values.
 DN0969
 DN0969;                    North         East    Units  Estimated Accuracy
 DN0969;SPC OK S     -    57,240.      737,270.      MT  (+/- 180 meters Scaled)
 DN0969
 DN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC297472(NAD 83)
 DN0969
 DN0969                          SUPERSEDED SURVEY CONTROL
 DN0969
 DN0969.No superseded survey control is available for this station.
 DN0969
 DN0969_MARKER: I = METAL ROD
 DN0969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0969_STAMPING: X 212 1986
 DN0969_MARK LOGO: NGS
 DN0969_PROJECTION: PROJECTING 5 CENTIMETERS
 DN0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0969_ROD/PIPE-DEPTH: 11.3 meters
 DN0969
 DN0969  HISTORY     - Date     Condition        Report By
 DN0969  HISTORY     - 1986     MONUMENTED       NGS
 DN0969
 DN0969                          STATION DESCRIPTION
 DN0969
 DN0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0969'9.8 KM (6.1 MI) NORTH FROM DENISON TX.
 DN0969'9.8 KM (6.1 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH
 DN0969'FARM ROAD 120 IN DENISON, 0.3 KM (0.2 MI) SOUTH OF A REST AREA EXIT
 DN0969'LANE, 35.7 M (117.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 DN0969'LANES OF THE HIGHWAY, AND 18.4 M (60.4 FT) SOUTHEAST OF THE EAST 1 OF
 DN0969'2 LEGS OF A REST AREA SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0969'THROUGH A 5-INCH LOGO CAP.
 DN0969'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 DN0969'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0654 ***********************************************************************
 EL0654  DESIGNATION -  X 213
 EL0654  PID         -  EL0654
 EL0654  STATE/COUNTY-  OK/STEPHENS
 EL0654  COUNTRY     -  US
 EL0654  USGS QUAD   -  COMANCHE (2018)
 EL0654
 EL0654                         *CURRENT SURVEY CONTROL
 EL0654  ______________________________________________________________________
 EL0654* NAD 83(1986) POSITION- 34 19 06.     (N) 097 57 53.     (W)   SCALED
 EL0654* NAVD 88 ORTHO HEIGHT -   301.411 (meters)      988.88  (feet) ADJUSTED
 EL0654  ______________________________________________________________________
 EL0654  GEOID HEIGHT    -        -25.414 (meters)                     GEOID18
 EL0654  DYNAMIC HEIGHT  -        301.109 (meters)      987.89  (feet) COMP
 EL0654  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 EL0654
 EL0654  VERT ORDER      -  FIRST     CLASS II
 EL0654
 EL0654.The horizontal coordinates were scaled from a map and have
 EL0654.an estimated accuracy of +/- 6 seconds.
 EL0654
 EL0654.The orthometric height was determined by differential leveling and
 EL0654.adjusted by the NATIONAL GEODETIC SURVEY
 EL0654.in June 1991.
 EL0654
 EL0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0654.GEOID18 height accuracy estimate available here.
 EL0654
 EL0654.Click photographs - Photos may exist for this station.
 EL0654
 EL0654.The dynamic height is computed by dividing the NAVD 88
 EL0654.geopotential number by the normal gravity value computed on the
 EL0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0654.degrees latitude (g = 980.6199 gals.).
 EL0654
 EL0654.The modeled gravity was interpolated from observed gravity values.
 EL0654
 EL0654;                    North         East    Units  Estimated Accuracy
 EL0654;SPC OK S     -   109,260.      603,250.      MT  (+/- 180 meters Scaled)
 EL0654
 EL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC952979(NAD 83)
 EL0654
 EL0654                          SUPERSEDED SURVEY CONTROL
 EL0654
 EL0654.No superseded survey control is available for this station.
 EL0654
 EL0654_MARKER: I = METAL ROD
 EL0654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0654+WITH SETTING: INFORMATION.
 EL0654_STAMPING: X 213 1986
 EL0654_MARK LOGO: NGS
 EL0654_PROJECTION: FLUSH
 EL0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0654_ROD/PIPE-DEPTH: 1.7 meters
 EL0654
 EL0654  HISTORY     - Date     Condition        Report By
 EL0654  HISTORY     - 1986     MONUMENTED       NGS
 EL0654
 EL0654                          STATION DESCRIPTION
 EL0654
 EL0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0654'18.6 KM (11.55 MI) NORTH FROM WAURIKA.
 EL0654'18.6 KM (11.55 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0654'WITH U.S. HIGHWAY 70 IN WAURIKA, OR 13.4 KM (8.3 MI) SOUTHERLY ALONG
 EL0654'OLD U.S. HIGHWAY 81 (13TH STREET) FROM ITS JUNCTION WITH PATE STREET
 EL0654'AND U.S. HIGHWAY 81 IN DUNCAN, 19.8 M (65.0 FT) EAST OF THE CENTERLINE
 EL0654'OF THE HIGHWAY, AND 15.8 M (51.8 FT) NORTH OF THE CENTER OF A GRAVELED
 EL0654'ROAD LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 EL0654'5-INCH LOGO CAP.
 EL0654'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 EL0654'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0794 ***********************************************************************
 FJ0794  DESIGNATION -  X 214
 FJ0794  PID         -  FJ0794
 FJ0794  STATE/COUNTY-  OK/GRADY
 FJ0794  COUNTRY     -  US
 FJ0794  USGS QUAD   -  POCASSET (2018)
 FJ0794
 FJ0794                         *CURRENT SURVEY CONTROL
 FJ0794  ______________________________________________________________________
 FJ0794* NAD 83(1986) POSITION- 35 11 21.     (N) 097 57 06.     (W)   SCALED
 FJ0794* NAVD 88 ORTHO HEIGHT -   360.675 (meters)     1183.31  (feet) ADJUSTED
 FJ0794  ______________________________________________________________________
 FJ0794  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 FJ0794  DYNAMIC HEIGHT  -        360.315 (meters)     1182.13  (feet) COMP
 FJ0794  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 FJ0794
 FJ0794  VERT ORDER      -  FIRST     CLASS II
 FJ0794
 FJ0794.The horizontal coordinates were scaled from a map and have
 FJ0794.an estimated accuracy of +/- 6 seconds.
 FJ0794
 FJ0794.The orthometric height was determined by differential leveling and
 FJ0794.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0794.in June 1991.
 FJ0794
 FJ0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0794.GEOID18 height accuracy estimate available here.
 FJ0794
 FJ0794.Click photographs - Photos may exist for this station.
 FJ0794
 FJ0794.The dynamic height is computed by dividing the NAVD 88
 FJ0794.geopotential number by the normal gravity value computed on the
 FJ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0794.degrees latitude (g = 980.6199 gals.).
 FJ0794
 FJ0794.The modeled gravity was interpolated from observed gravity values.
 FJ0794
 FJ0794;                    North         East    Units  Estimated Accuracy
 FJ0794;SPC OK S     -   205,860.      604,400.      MT  (+/- 180 meters Scaled)
 FJ0794
 FJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND954945(NAD 83)
 FJ0794
 FJ0794                          SUPERSEDED SURVEY CONTROL
 FJ0794
 FJ0794.No superseded survey control is available for this station.
 FJ0794
 FJ0794_MARKER: I = METAL ROD
 FJ0794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0794_STAMPING: X 214 1986
 FJ0794_MARK LOGO: NGS
 FJ0794_PROJECTION: FLUSH
 FJ0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0794_ROD/PIPE-DEPTH: 3.1 meters
 FJ0794
 FJ0794  HISTORY     - Date     Condition        Report By
 FJ0794  HISTORY     - 1986     MONUMENTED       NGS
 FJ0794
 FJ0794                          STATION DESCRIPTION
 FJ0794
 FJ0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0794'17.5 KM (10.9 MI) NORTH FROM CHICKASHA.
 FJ0794'17.5 KM (10.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0794'BUILDING IN CHICKASHA, 0.8 KM (0.5 MI) SOUTH OF THE POST OFFICE IN
 FJ0794'POCASSET, 48.1 M (157.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FJ0794'7.3 M (24.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.8 M (22.3
 FJ0794'FT) WEST OF THE CENTER OF A WIRE GATE, AND 2.3 M (7.5 FT) SOUTHEAST OF
 FJ0794'THE CENTER OF A SEWER MANHOLE COVER.  NOTE--ACCESS TO DATUM POINT IS
 FJ0794'HAD THROUGH A 5-INCH LOGO CAP.
 FJ0794'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 FJ0794'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1387 ***********************************************************************
 FJ1387  DESIGNATION -  X 215
 FJ1387  PID         -  FJ1387
 FJ1387  STATE/COUNTY-  OK/CLEVELAND
 FJ1387  COUNTRY     -  US
 FJ1387  USGS QUAD   -  MOORE (2018)
 FJ1387
 FJ1387                         *CURRENT SURVEY CONTROL
 FJ1387  ______________________________________________________________________
 FJ1387* NAD 83(1986) POSITION- 35 15 06.     (N) 097 27 54.     (W)   SCALED
 FJ1387* NAVD 88 ORTHO HEIGHT -   356.258 (meters)     1168.82  (feet) ADJUSTED
 FJ1387  ______________________________________________________________________
 FJ1387  GEOID HEIGHT    -        -26.609 (meters)                     GEOID18
 FJ1387  DYNAMIC HEIGHT  -        355.913 (meters)     1167.69  (feet) COMP
 FJ1387  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 FJ1387
 FJ1387  VERT ORDER      -  FIRST     CLASS II
 FJ1387
 FJ1387.The horizontal coordinates were scaled from a map and have
 FJ1387.an estimated accuracy of +/- 6 seconds.
 FJ1387
 FJ1387.The orthometric height was determined by differential leveling and
 FJ1387.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1387.in August 1994.
 FJ1387
 FJ1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1387.GEOID18 height accuracy estimate available here.
 FJ1387
 FJ1387.Click photographs - Photos may exist for this station.
 FJ1387
 FJ1387.The dynamic height is computed by dividing the NAVD 88
 FJ1387.geopotential number by the normal gravity value computed on the
 FJ1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1387.degrees latitude (g = 980.6199 gals.).
 FJ1387
 FJ1387.The modeled gravity was interpolated from observed gravity values.
 FJ1387
 FJ1387;                    North         East    Units  Estimated Accuracy
 FJ1387;SPC OK S     -   212,920.      648,690.      MT  (+/- 180 meters Scaled)
 FJ1387
 FJ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE396020(NAD 83)
 FJ1387
 FJ1387                          SUPERSEDED SURVEY CONTROL
 FJ1387
 FJ1387.No superseded survey control is available for this station.
 FJ1387
 FJ1387_MARKER: I = METAL ROD
 FJ1387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1387_STAMPING: X 215 1994
 FJ1387_MARK LOGO: NGS
 FJ1387_PROJECTION: FLUSH
 FJ1387_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1387+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1387_ROD/PIPE-DEPTH: 3.1 meters
 FJ1387
 FJ1387  HISTORY     - Date     Condition        Report By
 FJ1387  HISTORY     - 1994     MONUMENTED       NGS
 FJ1387
 FJ1387                          STATION DESCRIPTION
 FJ1387
 FJ1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1387'0.6 KM (0.35 MI) NORTHWESTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ1387'IN NORMAN, THENCE 4.5 KM (2.80 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ1387'18.5 M (60.7 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT)
 FJ1387'NORTHWEST OF THE WEST CORNER OF A CONCRETE WATER LINE ACCESS COVER,
 FJ1387'1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT)
 FJ1387'NORTH-NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 785 3, AND
 FJ1387'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND T-FENCE CORNER.
 FJ1387'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0648 ***********************************************************************
 FK0648  DESIGNATION -  X 216
 FK0648  PID         -  FK0648
 FK0648  STATE/COUNTY-  OK/GRADY
 FK0648  COUNTRY     -  US
 FK0648  USGS QUAD   -  COGAR SE (2018)
 FK0648
 FK0648                         *CURRENT SURVEY CONTROL
 FK0648  ______________________________________________________________________
 FK0648* NAD 83(1986) POSITION- 35 20 04.     (N) 098 03 33.     (W)   SCALED
 FK0648* NAVD 88 ORTHO HEIGHT -   418.007 (meters)     1371.41  (feet) ADJUSTED
 FK0648  ______________________________________________________________________
 FK0648  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 FK0648  DYNAMIC HEIGHT  -        417.590 (meters)     1370.04  (feet) COMP
 FK0648  MODELED GRAVITY -    979,622.0   (mgal)                       NAVD 88
 FK0648
 FK0648  VERT ORDER      -  FIRST     CLASS II
 FK0648
 FK0648.The horizontal coordinates were scaled from a map and have
 FK0648.an estimated accuracy of +/- 6 seconds.
 FK0648
 FK0648.The orthometric height was determined by differential leveling and
 FK0648.adjusted by the NATIONAL GEODETIC SURVEY
 FK0648.in August 1994.
 FK0648
 FK0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0648.GEOID18 height accuracy estimate available here.
 FK0648
 FK0648.Click photographs - Photos may exist for this station.
 FK0648
 FK0648.The dynamic height is computed by dividing the NAVD 88
 FK0648.geopotential number by the normal gravity value computed on the
 FK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0648.degrees latitude (g = 980.6199 gals.).
 FK0648
 FK0648.The modeled gravity was interpolated from observed gravity values.
 FK0648
 FK0648;                    North         East    Units  Estimated Accuracy
 FK0648;SPC OK S     -   221,980.      594,620.      MT  (+/- 180 meters Scaled)
 FK0648
 FK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE855105(NAD 83)
 FK0648
 FK0648                          SUPERSEDED SURVEY CONTROL
 FK0648
 FK0648.No superseded survey control is available for this station.
 FK0648
 FK0648_MARKER: DV = VERTICAL CONTROL DISK
 FK0648_SETTING: 66 = SET IN ROCK OUTCROP
 FK0648_STAMPING: X 216 1994
 FK0648_MARK LOGO: NGS
 FK0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 FK0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FK0648+STABILITY: POSITION/ELEVATION WELL
 FK0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0648+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 FK0648
 FK0648  HISTORY     - Date     Condition        Report By
 FK0648  HISTORY     - 1994     MONUMENTED       NGS
 FK0648  HISTORY     - 20060302 GOOD             OKDOT
 FK0648
 FK0648                          STATION DESCRIPTION
 FK0648
 FK0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0648'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0648'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0648'THENCE 10.8 KM (6.70 MI) WESTERLY ALONG STATE HIGHWAY 152, NEAR THE
 FK0648'CENTER OF A 3 BY 5-FOOT EXPOSED AREA OF BEDROCK, 187.0 M (613.5 FT)
 FK0648'EAST OF THE CENTER OF A GRAVELED ROAD, 10.4 M (34.1 FT) SOUTH OF THE
 FK0648'HIGHWAY CENTERLINE, 8.7 M (28.5 FT) NORTH OF A FENCE, 0.5 M (1.6 FT)
 FK0648'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 FK0648'POST.
 FK0648
 FK0648                          STATION RECOVERY (2006)
 FK0648
 FK0648'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (JGT)
 FK0648'RECOVERD AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1062 ***********************************************************************
 EL1062  DESIGNATION -  X 217
 EL1062  PID         -  EL1062
 EL1062  STATE/COUNTY-  OK/CARTER
 EL1062  COUNTRY     -  US
 EL1062  USGS QUAD   -  ARDMORE EAST (2018)
 EL1062
 EL1062                         *CURRENT SURVEY CONTROL
 EL1062  ______________________________________________________________________
 EL1062* NAD 83(1986) POSITION- 34 11 14.     (N) 097 01 43.     (W)   SCALED
 EL1062* NAVD 88 ORTHO HEIGHT -   233.506 (meters)      766.09  (feet) ADJUSTED
 EL1062  ______________________________________________________________________
 EL1062  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 EL1062  DYNAMIC HEIGHT  -        233.262 (meters)      765.29  (feet) COMP
 EL1062  MODELED GRAVITY -    979,581.6   (mgal)                       NAVD 88
 EL1062
 EL1062  VERT ORDER      -  FIRST     CLASS II
 EL1062
 EL1062.The horizontal coordinates were scaled from a map and have
 EL1062.an estimated accuracy of +/- 6 seconds.
 EL1062
 EL1062.The orthometric height was determined by differential leveling and
 EL1062.adjusted by the NATIONAL GEODETIC SURVEY
 EL1062.in August 1994.
 EL1062
 EL1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1062.GEOID18 height accuracy estimate available here.
 EL1062
 EL1062.Click photographs - Photos may exist for this station.
 EL1062
 EL1062.The dynamic height is computed by dividing the NAVD 88
 EL1062.geopotential number by the normal gravity value computed on the
 EL1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1062.degrees latitude (g = 980.6199 gals.).
 EL1062
 EL1062.The modeled gravity was interpolated from observed gravity values.
 EL1062
 EL1062;                    North         East    Units  Estimated Accuracy
 EL1062;SPC OK S     -    95,150.      689,540.      MT  (+/- 180 meters Scaled)
 EL1062
 EL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC816846(NAD 83)
 EL1062
 EL1062                          SUPERSEDED SURVEY CONTROL
 EL1062
 EL1062.No superseded survey control is available for this station.
 EL1062
 EL1062_MARKER: I = METAL ROD
 EL1062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL1062+WITH SETTING: INFORMATION.
 EL1062_STAMPING: X 217 1994
 EL1062_MARK LOGO: NGS
 EL1062_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1062+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1062
 EL1062  HISTORY     - Date     Condition        Report By
 EL1062  HISTORY     - 1994     MONUMENTED       NGS
 EL1062
 EL1062                          STATION DESCRIPTION
 EL1062
 EL1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1062'0.2 KM (0.10 MI) EASTERLY ALONG 1ST AVENUE SOUTHWEST FROM THE POST
 EL1062'OFFICE IN ARDMORE, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG WASHINGTON
 EL1062'STREET, THENCE 8.8 KM (5.45 MI) EASTERLY ALONG STATE HIGHWAY 199,
 EL1062'A METAL ROD DRIVEN 2.2 METERS AND FLUSH WITH THE GROUND,
 EL1062'19.5 M (64.0 FT) SOUTH OF HIGHWAY CENTERLINE, 15.4 M (50.5 FT)
 EL1062'WEST OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD, 13.8 M (45.3 FT)
 EL1062'SOUTHWEST OF THE WEST END OF A CULVERT UNDER THE DRIVEWAY, 0.8 M
 EL1062'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF
 EL1062'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 EL1062'A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1412 ***********************************************************************
 FJ1412  DESIGNATION -  X 219
 FJ1412  PID         -  FJ1412
 FJ1412  STATE/COUNTY-  OK/CREEK
 FJ1412  COUNTRY     -  US
 FJ1412  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1412
 FJ1412                         *CURRENT SURVEY CONTROL
 FJ1412  ______________________________________________________________________
 FJ1412* NAD 83(1986) POSITION- 35 54 55.15   (N) 096 03 41.19   (W)   HD_HELD1
 FJ1412* NAVD 88 ORTHO HEIGHT -   222.320 (meters)      729.39  (feet) ADJUSTED
 FJ1412  ______________________________________________________________________
 FJ1412  GEOID HEIGHT    -        -28.810 (meters)                     GEOID18
 FJ1412  DYNAMIC HEIGHT  -        222.122 (meters)      728.75  (feet) COMP
 FJ1412  MODELED GRAVITY -    979,736.7   (mgal)                       NAVD 88
 FJ1412
 FJ1412  VERT ORDER      -  FIRST     CLASS II
 FJ1412
 FJ1412.The horizontal coordinates were determined by differentially corrected
 FJ1412.hand held GPS observations or other comparable positioning techniques
 FJ1412.and have an estimated accuracy of +/- 3 meters.
 FJ1412
 FJ1412.The orthometric height was determined by differential leveling and
 FJ1412.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1412.in August 1994.
 FJ1412
 FJ1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1412.GEOID18 height accuracy estimate available here.
 FJ1412
 FJ1412.Click photographs - Photos may exist for this station.
 FJ1412
 FJ1412.The dynamic height is computed by dividing the NAVD 88
 FJ1412.geopotential number by the normal gravity value computed on the
 FJ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1412.degrees latitude (g = 980.6199 gals.).
 FJ1412
 FJ1412.The modeled gravity was interpolated from observed gravity values.
 FJ1412
 FJ1412;                    North         East    Units  Estimated Accuracy
 FJ1412;SPC OK N     -   103,303.8     774,954.7     MT  (+/- 3 meters HH1 GPS) 
 FJ1412
 FJ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6516478546(NAD 83)
 FJ1412
 FJ1412                          SUPERSEDED SURVEY CONTROL
 FJ1412
 FJ1412.No superseded survey control is available for this station.
 FJ1412
 FJ1412_MARKER: F = FLANGE-ENCASED ROD
 FJ1412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1412_STAMPING: X 219 1994
 FJ1412_MARK LOGO: NGS
 FJ1412_PROJECTION: FLUSH
 FJ1412_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1412+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1412_ROD/PIPE-DEPTH: 4.3 meters
 FJ1412
 FJ1412  HISTORY     - Date     Condition        Report By
 FJ1412  HISTORY     - 1994     MONUMENTED       NGS
 FJ1412  HISTORY     - 20220531 GOOD             OKDOT
 FJ1412
 FJ1412                          STATION DESCRIPTION
 FJ1412
 FJ1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1412'11.0 KM (6.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1412'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, 35.4 M (116.1 FT)
 FJ1412'SOUTH OF THE CENTER OF WEST 171ST STREET SOUTH, 22.1 M (72.5 FT) WEST
 FJ1412'OF THE HIGHWAY CENTERLINE, 7.2 M (23.6 FT) NORTH OF UNDERGROUND CABLE
 FJ1412'JUNCTION BOX NUMBER 1000 7, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 FJ1412'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 FJ1412'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FJ1412
 FJ1412                          STATION RECOVERY (2022)
 FJ1412
 FJ1412'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9190 ***********************************************************************
 AC9190  DESIGNATION -  X 220
 AC9190  PID         -  AC9190
 AC9190  STATE/COUNTY-  OK/MCCLAIN
 AC9190  COUNTRY     -  US
 AC9190  USGS QUAD   -  STEALY (2018)
 AC9190
 AC9190                         *CURRENT SURVEY CONTROL
 AC9190  ______________________________________________________________________
 AC9190* NAD 83(1986) POSITION- 34 58 22.     (N) 097 25 22.     (W)   SCALED
 AC9190* NAVD 88 ORTHO HEIGHT -   342.839 (meters)     1124.80  (feet) ADJUSTED
 AC9190  ______________________________________________________________________
 AC9190  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 AC9190  DYNAMIC HEIGHT  -        342.505 (meters)     1123.70  (feet) COMP
 AC9190  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 AC9190
 AC9190  VERT ORDER      -  SECOND    CLASS I
 AC9190
 AC9190.The horizontal coordinates were scaled from a map and have
 AC9190.an estimated accuracy of +/- 6 seconds.
 AC9190
 AC9190.The orthometric height was determined by differential leveling and
 AC9190.adjusted by the NATIONAL GEODETIC SURVEY
 AC9190.in July 2002.
 AC9190
 AC9190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9190.GEOID18 height accuracy estimate available here.
 AC9190
 AC9190.Click photographs - Photos may exist for this station.
 AC9190
 AC9190.The dynamic height is computed by dividing the NAVD 88
 AC9190.geopotential number by the normal gravity value computed on the
 AC9190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9190.degrees latitude (g = 980.6199 gals.).
 AC9190
 AC9190.The modeled gravity was interpolated from observed gravity values.
 AC9190
 AC9190;                    North         East    Units  Estimated Accuracy
 AC9190;SPC OK S     -   182,010.      652,710.      MT  (+/- 180 meters Scaled)
 AC9190
 AC9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD439711(NAD 83)
 AC9190
 AC9190                          SUPERSEDED SURVEY CONTROL
 AC9190
 AC9190.No superseded survey control is available for this station.
 AC9190
 AC9190_MARKER: I = METAL ROD
 AC9190_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9190+WITH SETTING: INFORMATION.
 AC9190_STAMPING: X 220 1997
 AC9190_MARK LOGO: NGS
 AC9190_PROJECTION: FLUSH
 AC9190_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9190+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9190_ROD/PIPE-DEPTH: 1.8 meters
 AC9190
 AC9190  HISTORY     - Date     Condition        Report By
 AC9190  HISTORY     - 1997     MONUMENTED       NGS
 AC9190
 AC9190                          STATION DESCRIPTION
 AC9190
 AC9190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9190'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9190'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 3.6 KM
 AC9190'(2.25 MI) WESTERLY ALONG A PAVED ROAD, 18.8 M (61.7 FT) EAST OF THE
 AC9190'CENTER OF A GATE AND THE EXTENDED CENTER OF A PAVED ROAD, 14.3 M (46.9
 AC9190'FT) NORTH OF THE ROAD CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AC9190'POST AND CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC9190'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC9190'SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A CLASS
 AC9190'A MARK.  THE ROD WAS DRIVED TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9196 ***********************************************************************
 AC9196  DESIGNATION -  X 221
 AC9196  PID         -  AC9196
 AC9196  STATE/COUNTY-  OK/MCCLAIN
 AC9196  COUNTRY     -  US
 AC9196  USGS QUAD   -  PURCELL (2018)
 AC9196
 AC9196                         *CURRENT SURVEY CONTROL
 AC9196  ______________________________________________________________________
 AC9196* NAD 83(1986) POSITION- 35 00 21.40   (N) 097 21 53.24   (W)   HD_HELD1
 AC9196* NAVD 88 ORTHO HEIGHT -   322.906 (meters)     1059.40  (feet) ADJUSTED
 AC9196  ______________________________________________________________________
 AC9196  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 AC9196  DYNAMIC HEIGHT  -        322.592 (meters)     1058.37  (feet) COMP
 AC9196  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 AC9196
 AC9196  VERT ORDER      -  SECOND    CLASS I
 AC9196
 AC9196.The horizontal coordinates were determined by differentially corrected
 AC9196.hand held GPS observations or other comparable positioning techniques
 AC9196.and have an estimated accuracy of +/- 3 meters.
 AC9196
 AC9196.The orthometric height was determined by differential leveling and
 AC9196.adjusted by the NATIONAL GEODETIC SURVEY
 AC9196.in July 2002.
 AC9196
 AC9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9196.GEOID18 height accuracy estimate available here.
 AC9196
 AC9196.Click photographs - Photos may exist for this station.
 AC9196
 AC9196.The dynamic height is computed by dividing the NAVD 88
 AC9196.geopotential number by the normal gravity value computed on the
 AC9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9196.degrees latitude (g = 980.6199 gals.).
 AC9196
 AC9196.The modeled gravity was interpolated from observed gravity values.
 AC9196
 AC9196;                    North         East    Units  Estimated Accuracy
 AC9196;SPC OK S     -   185,717.1     657,980.5     MT  (+/- 3 meters HH1 GPS) 
 AC9196
 AC9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4921174923(NAD 83)
 AC9196
 AC9196                          SUPERSEDED SURVEY CONTROL
 AC9196
 AC9196.No superseded survey control is available for this station.
 AC9196
 AC9196_MARKER: I = METAL ROD
 AC9196_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC9196_STAMPING: X 221 1997
 AC9196_MARK LOGO: NGS
 AC9196_PROJECTION: FLUSH
 AC9196_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9196+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9196_ROD/PIPE-DEPTH: 15.0 meters
 AC9196_SLEEVE-DEPTH  : 0.9 meters
 AC9196
 AC9196  HISTORY     - Date     Condition        Report By
 AC9196  HISTORY     - 1997     MONUMENTED       NGS
 AC9196
 AC9196                          STATION DESCRIPTION
 AC9196
 AC9196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9196'IN PURCELL, AT THE INTERSECTION OF FOX STREET AND LESTER LANE, 7.7 M
 AC9196'(25.3 FT) EAST OF THE EXTENDED CENTER OF THE LANE, 6.0 M (19.7 FT)
 AC9196'SOUTH OF THE STREET CENTER, 0.5 M (1.6 FT) WEST OF A WITNESS POST AND
 AC9196'A UTILITY BRACE POLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC9196'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC9196'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0355 ***********************************************************************
 FK0355  DESIGNATION -  X 25
 FK0355  PID         -  FK0355
 FK0355  STATE/COUNTY-  OK/BECKHAM
 FK0355  COUNTRY     -  US
 FK0355  USGS QUAD   -  ELK CITY (2018)
 FK0355
 FK0355                         *CURRENT SURVEY CONTROL
 FK0355  ______________________________________________________________________
 FK0355* NAD 83(1986) POSITION- 35 27 02.     (N) 099 22 44.     (W)   SCALED
 FK0355* NAVD 88 ORTHO HEIGHT -   611.777 (meters)     2007.14  (feet) ADJUSTED
 FK0355  ______________________________________________________________________
 FK0355  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FK0355  DYNAMIC HEIGHT  -        611.142 (meters)     2005.06  (feet) COMP
 FK0355  MODELED GRAVITY -    979,577.0   (mgal)                       NAVD 88
 FK0355
 FK0355  VERT ORDER      -  SECOND    CLASS 0
 FK0355
 FK0355.The horizontal coordinates were scaled from a map and have
 FK0355.an estimated accuracy of +/- 6 seconds.
 FK0355
 FK0355.The orthometric height was determined by differential leveling and
 FK0355.adjusted by the NATIONAL GEODETIC SURVEY
 FK0355.in June 1991.
 FK0355
 FK0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0355.GEOID18 height accuracy estimate available here.
 FK0355
 FK0355.Click photographs - Photos may exist for this station.
 FK0355
 FK0355.The dynamic height is computed by dividing the NAVD 88
 FK0355.geopotential number by the normal gravity value computed on the
 FK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0355.degrees latitude (g = 980.6199 gals.).
 FK0355
 FK0355.The modeled gravity was interpolated from observed gravity values.
 FK0355
 FK0355;                    North         East    Units  Estimated Accuracy
 FK0355;SPC OK S     -   235,720.      474,820.      MT  (+/- 180 meters Scaled)
 FK0355
 FK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME656230(NAD 83)
 FK0355
 FK0355                          SUPERSEDED SURVEY CONTROL
 FK0355
 FK0355  NGVD 29 (??/??/92)  611.510  (m)         2006.26   (f) ADJ UNCH    2 0
 FK0355
 FK0355.Superseded values are not recommended for survey control.
 FK0355
 FK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0355.See file dsdata.pdf to determine how the superseded data were derived.
 FK0355
 FK0355_MARKER: DB = BENCH MARK DISK
 FK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0355_STAMPING: X 25 1934
 FK0355_MARK LOGO: CGS
 FK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0355+STABILITY: SURFACE MOTION
 FK0355
 FK0355  HISTORY     - Date     Condition        Report By
 FK0355  HISTORY     - 1934     MONUMENTED       CGS
 FK0355  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0355
 FK0355                          STATION DESCRIPTION
 FK0355
 FK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0355'3.8 MI NE FROM ELK CITY.
 FK0355'3.8 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 FK0355'THE STATION AT ELK CITY, BECKHAM COUNTY, 0.4 MILE NORTH OF
 FK0355'MILEPOST 139, AT A SECTION-LINE ROAD CROSSING, 36 FEET SOUTH
 FK0355'OF THE CENTERLINE OF THE ROAD, 24 FEET WEST OF THE WEST RAIL, 26
 FK0355'FEET EAST OF THE RAILROAD RIGHT-OF-WAY LINE, AND AT THE ROAD
 FK0355'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED X 25 1934 AND SET
 FK0355'IN THE TOP OF A CONCRETE POST.
 FK0355
 FK0355                          STATION RECOVERY (1986)
 FK0355
 FK0355'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0355'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0491 ***********************************************************************
 EM0491  DESIGNATION -  X 26
 EM0491  PID         -  EM0491
 EM0491  STATE/COUNTY-  OK/GREER
 EM0491  COUNTRY     -  US
 EM0491  USGS QUAD   -  MANGUM NORTH (2018)
 EM0491
 EM0491                         *CURRENT SURVEY CONTROL
 EM0491  ______________________________________________________________________
 EM0491* NAD 83(1986) POSITION- 34 54 34.     (N) 099 30 01.     (W)   SCALED
 EM0491* NAVD 88 ORTHO HEIGHT -   483.679 (meters)     1586.87  (feet) ADJUSTED
 EM0491  ______________________________________________________________________
 EM0491  GEOID HEIGHT    -        -26.479 (meters)                     GEOID18
 EM0491  DYNAMIC HEIGHT  -        483.179 (meters)     1585.23  (feet) COMP
 EM0491  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EM0491
 EM0491  VERT ORDER      -  SECOND    CLASS 0
 EM0491
 EM0491.The horizontal coordinates were scaled from a map and have
 EM0491.an estimated accuracy of +/- 6 seconds.
 EM0491
 EM0491.The orthometric height was determined by differential leveling and
 EM0491.adjusted by the NATIONAL GEODETIC SURVEY
 EM0491.in June 1991.
 EM0491
 EM0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0491.GEOID18 height accuracy estimate available here.
 EM0491
 EM0491.Click photographs - Photos may exist for this station.
 EM0491
 EM0491.The dynamic height is computed by dividing the NAVD 88
 EM0491.geopotential number by the normal gravity value computed on the
 EM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0491.degrees latitude (g = 980.6199 gals.).
 EM0491
 EM0491.The modeled gravity was interpolated from observed gravity values.
 EM0491
 EM0491;                    North         East    Units  Estimated Accuracy
 EM0491;SPC OK S     -   175,850.      462,900.      MT  (+/- 180 meters Scaled)
 EM0491
 EM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD542631(NAD 83)
 EM0491
 EM0491                          SUPERSEDED SURVEY CONTROL
 EM0491
 EM0491  NGVD 29 (??/??/92)  483.481  (m)         1586.22   (f) ADJ UNCH    2 0
 EM0491
 EM0491.Superseded values are not recommended for survey control.
 EM0491
 EM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0491.See file dsdata.pdf to determine how the superseded data were derived.
 EM0491
 EM0491_MARKER: DB = BENCH MARK DISK
 EM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0491_STAMPING: X 26 1934
 EM0491_MARK LOGO: CGS
 EM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0491+STABILITY: SURFACE MOTION
 EM0491
 EM0491  HISTORY     - Date     Condition        Report By
 EM0491  HISTORY     - 1934     MONUMENTED       CGS
 EM0491  HISTORY     - 1963     GOOD             CGS
 EM0491
 EM0491                          STATION DESCRIPTION
 EM0491
 EM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0491'2.6 MI N FROM MANGUM.
 EM0491'2.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0491'STATION AT MANGUM, GREER COUNTY, 0.2 MILE SOUTHEAST OF THE CROSSING OF
 EM0491'U. S. HIGHWAY 283, 84 FEET SOUTHWEST OF MILEPOST 98, 40 FEET SOUTHWEST
 EM0491'OF THE SOUTHWEST RAIL, AND AT THE RIGHT-OF-WAY LINE.  A STANDARD DISK,
 EM0491'STAMPED X 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EM0491
 EM0491                          STATION RECOVERY (1963)
 EM0491
 EM0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0491'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0430 ***********************************************************************
 EM0430  DESIGNATION -  X 27
 EM0430  PID         -  EM0430
 EM0430  STATE/COUNTY-  OK/JACKSON
 EM0430  COUNTRY     -  US
 EM0430  USGS QUAD   -  QUANAH NE (2019)
 EM0430
 EM0430                         *CURRENT SURVEY CONTROL
 EM0430  ______________________________________________________________________
 EM0430* NAD 83(1986) POSITION- 34 29 17.     (N) 099 36 54.     (W)   SCALED
 EM0430* NAVD 88 ORTHO HEIGHT -   456.521 (meters)     1497.77  (feet) ADJUSTED
 EM0430  ______________________________________________________________________
 EM0430  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 EM0430  DYNAMIC HEIGHT  -        456.017 (meters)     1496.12  (feet) COMP
 EM0430  MODELED GRAVITY -    979,518.2   (mgal)                       NAVD 88
 EM0430
 EM0430  VERT ORDER      -  SECOND    CLASS 0
 EM0430
 EM0430.The horizontal coordinates were scaled from a map and have
 EM0430.an estimated accuracy of +/- 6 seconds.
 EM0430
 EM0430.The orthometric height was determined by differential leveling and
 EM0430.adjusted by the NATIONAL GEODETIC SURVEY
 EM0430.in June 1991.
 EM0430
 EM0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0430.GEOID18 height accuracy estimate available here.
 EM0430
 EM0430.Click photographs - Photos may exist for this station.
 EM0430
 EM0430.The dynamic height is computed by dividing the NAVD 88
 EM0430.geopotential number by the normal gravity value computed on the
 EM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0430.degrees latitude (g = 980.6199 gals.).
 EM0430
 EM0430.The modeled gravity was interpolated from observed gravity values.
 EM0430
 EM0430;                    North         East    Units  Estimated Accuracy
 EM0430;SPC OK S     -   129,270.      451,670.      MT  (+/- 180 meters Scaled)
 EM0430
 EM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD435164(NAD 83)
 EM0430
 EM0430                          SUPERSEDED SURVEY CONTROL
 EM0430
 EM0430  NGVD 29 (??/??/92)  456.334  (m)         1497.16   (f) ADJ UNCH    2 0
 EM0430
 EM0430.Superseded values are not recommended for survey control.
 EM0430
 EM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0430.See file dsdata.pdf to determine how the superseded data were derived.
 EM0430
 EM0430_MARKER: DB = BENCH MARK DISK
 EM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0430_STAMPING: X 27 1934
 EM0430_MARK LOGO: CGS
 EM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0430+STABILITY: SURFACE MOTION
 EM0430
 EM0430  HISTORY     - Date     Condition        Report By
 EM0430  HISTORY     - 1934     MONUMENTED       CGS
 EM0430  HISTORY     - 1981     GOOD             LOCSUR
 EM0430  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0430
 EM0430                          STATION DESCRIPTION
 EM0430
 EM0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0430'2.2 MI NE FROM ELDORADO.
 EM0430'2.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0430'STATION AT ELDORADO, JACKSON COUNTY, 0.25 MILE SOUTHWEST OF MILEPOST
 EM0430'707, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, 42 FEET SOUTHEAST OF THE
 EM0430'CENTERLINE OF STATE HIGHWAY 44, AND 6 FEET NORTHEAST OF A GATE IN THE
 EM0430'RAILROAD FENCE LINE.  A STANDARD DISK, STAMPED X 27 1934 AND SET IN
 EM0430'THE TOP OF A CONCRETE POST.
 EM0430
 EM0430                          STATION RECOVERY (1981)
 EM0430
 EM0430'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 EM0430'RECOVERED IN GOOD CONDITION.
 EM0430
 EM0430                          STATION RECOVERY (2018)
 EM0430
 EM0430'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0387 ***********************************************************************
 FK0387  DESIGNATION -  X 28
 FK0387  PID         -  FK0387
 FK0387  STATE/COUNTY-  OK/KIOWA
 FK0387  COUNTRY     -  US
 FK0387  USGS QUAD   -  HOBART (2018)
 FK0387
 FK0387                         *CURRENT SURVEY CONTROL
 FK0387  ______________________________________________________________________
 FK0387* NAD 83(1986) POSITION- 35 05 15.     (N) 099 04 15.     (W)   SCALED
 FK0387* NAVD 88 ORTHO HEIGHT -   492.027 (meters)     1614.26  (feet) ADJUSTED
 FK0387  ______________________________________________________________________
 FK0387  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 FK0387  DYNAMIC HEIGHT  -        491.534 (meters)     1612.64  (feet) COMP
 FK0387  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 FK0387
 FK0387  VERT ORDER      -  SECOND    CLASS 0
 FK0387
 FK0387.The horizontal coordinates were scaled from a map and have
 FK0387.an estimated accuracy of +/- 6 seconds.
 FK0387
 FK0387.The orthometric height was determined by differential leveling and
 FK0387.adjusted by the NATIONAL GEODETIC SURVEY
 FK0387.in June 1991.
 FK0387
 FK0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0387.GEOID18 height accuracy estimate available here.
 FK0387
 FK0387.Click photographs - Photos may exist for this station.
 FK0387
 FK0387.The dynamic height is computed by dividing the NAVD 88
 FK0387.geopotential number by the normal gravity value computed on the
 FK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0387.degrees latitude (g = 980.6199 gals.).
 FK0387
 FK0387.The modeled gravity was interpolated from observed gravity values.
 FK0387
 FK0387;                    North         East    Units  Estimated Accuracy
 FK0387;SPC OK S     -   195,100.      502,350.      MT  (+/- 180 meters Scaled)
 FK0387
 FK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD935827(NAD 83)
 FK0387
 FK0387                          SUPERSEDED SURVEY CONTROL
 FK0387
 FK0387  NGVD 29 (??/??/92)  491.840  (m)         1613.65   (f) ADJ UNCH    2 0
 FK0387
 FK0387.Superseded values are not recommended for survey control.
 FK0387
 FK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0387.See file dsdata.pdf to determine how the superseded data were derived.
 FK0387
 FK0387_MARKER: DB = BENCH MARK DISK
 FK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0387_STAMPING: X 28 1934
 FK0387_MARK LOGO: CGS
 FK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0387+STABILITY: SURFACE MOTION
 FK0387
 FK0387  HISTORY     - Date     Condition        Report By
 FK0387  HISTORY     - 1934     MONUMENTED       CGS
 FK0387  HISTORY     - 1963     MARK NOT FOUND   CGS
 FK0387
 FK0387                          STATION DESCRIPTION
 FK0387
 FK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0387'5 MI S FROM ROCKY.
 FK0387'IN KIOWA COUNTY, 5.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO
 FK0387'RAILWAY FROM THE STATION AT ROCKY, WASHITA COUNTY, AT MILEPOST
 FK0387'712, EAST OF A FARMHOUSE, AT A CROSSING, 40 FEET WEST OF THE
 FK0387'TRACK, 20 FEET FROM THE CENTERLINE OF THE RODA, AND IN THE
 FK0387'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED X 28 1934 AND
 FK0387'SET IN THE TOP OF A CONCRETE POST.
 FK0387
 FK0387                          STATION RECOVERY (1963)
 FK0387
 FK0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0387'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0165 ***********************************************************************
 EM0165  DESIGNATION -  X 29
 EM0165  PID         -  EM0165
 EM0165  STATE/COUNTY-  OK/KIOWA
 EM0165  COUNTRY     -  US
 EM0165  USGS QUAD   -  SNYDER (2018)
 EM0165
 EM0165                         *CURRENT SURVEY CONTROL
 EM0165  ______________________________________________________________________
 EM0165* NAD 83(1986) POSITION- 34 39 37.96   (N) 098 57 04.13   (W)   HD_HELD1
 EM0165* NAVD 88 ORTHO HEIGHT -   415.892 (meters)     1364.47  (feet) ADJUSTED
 EM0165  ______________________________________________________________________
 EM0165  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 EM0165  DYNAMIC HEIGHT  -        415.481 (meters)     1363.12  (feet) COMP
 EM0165  MODELED GRAVITY -    979,633.0   (mgal)                       NAVD 88
 EM0165
 EM0165  VERT ORDER      -  SECOND    CLASS 0
 EM0165
 EM0165.The horizontal coordinates were determined by differentially corrected
 EM0165.hand held GPS observations or other comparable positioning techniques
 EM0165.and have an estimated accuracy of +/- 3 meters.
 EM0165
 EM0165.The orthometric height was determined by differential leveling and
 EM0165.adjusted by the NATIONAL GEODETIC SURVEY
 EM0165.in June 1991.
 EM0165
 EM0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0165.GEOID18 height accuracy estimate available here.
 EM0165
 EM0165.Click photographs - Photos may exist for this station.
 EM0165
 EM0165.The dynamic height is computed by dividing the NAVD 88
 EM0165.geopotential number by the normal gravity value computed on the
 EM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0165.degrees latitude (g = 980.6199 gals.).
 EM0165
 EM0165.The modeled gravity was interpolated from observed gravity values.
 EM0165
 EM0165;                    North         East    Units  Estimated Accuracy
 EM0165;SPC OK S     -   147,629.6     512,821.3     MT  (+/- 3 meters HH1 GPS) 
 EM0165
 EM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND0447635400(NAD 83)
 EM0165
 EM0165                          SUPERSEDED SURVEY CONTROL
 EM0165
 EM0165  NGVD 29 (??/??/92)  415.756  (m)         1364.03   (f) ADJ UNCH    2 0
 EM0165
 EM0165.Superseded values are not recommended for survey control.
 EM0165
 EM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0165.See file dsdata.pdf to determine how the superseded data were derived.
 EM0165
 EM0165_MARKER: DB = BENCH MARK DISK
 EM0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0165_SP_SET: BUILDING
 EM0165_STAMPING: X 29 1934
 EM0165_MARK LOGO: CGS
 EM0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0165
 EM0165  HISTORY     - Date     Condition        Report By
 EM0165  HISTORY     - 1934     MONUMENTED       CGS
 EM0165  HISTORY     - 1934     GOOD             CGS
 EM0165  HISTORY     - 1963     GOOD             CGS
 EM0165  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0165
 EM0165                          STATION DESCRIPTION
 EM0165
 EM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0165'IN SNYDER.
 EM0165'AT SNYDER, TO THE LEFT OF THE MAIN ENTRANCE TO THE ST. LOUIS-SAN
 EM0165'FRANCISCO RAILWAY STATION, IN THE NORTH BRICK WALL OF THE BUILDING
 EM0165'FACING THE TRACK, AND 5 FEET ABOVE THE FLOOR.  A STANDARD DISK,
 EM0165'STAMPED X 29 1934 AND SET VERTICALLY.
 EM0165
 EM0165                          STATION RECOVERY (1963)
 EM0165
 EM0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0165'RECOVERED IN GOOD CONDITION.
 EM0165
 EM0165                          STATION RECOVERY (1987)
 EM0165
 EM0165'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0406 ***********************************************************************
 FK0406  DESIGNATION -  X 3
 FK0406  PID         -  FK0406
 FK0406  STATE/COUNTY-  OK/BECKHAM
 FK0406  COUNTRY     -  US
 FK0406  USGS QUAD   -  SAYRE (2018)
 FK0406
 FK0406                         *CURRENT SURVEY CONTROL
 FK0406  ______________________________________________________________________
 FK0406* NAD 83(1986) POSITION- 35 17 34.56   (N) 099 38 11.52   (W)   HD_HELD1
 FK0406* NAVD 88 ORTHO HEIGHT -   554.343 (meters)     1818.71  (feet) ADJUSTED
 FK0406  ______________________________________________________________________
 FK0406  GEOID HEIGHT    -        -26.821 (meters)                     GEOID18
 FK0406  DYNAMIC HEIGHT  -        553.769 (meters)     1816.82  (feet) COMP
 FK0406  MODELED GRAVITY -    979,580.9   (mgal)                       NAVD 88
 FK0406
 FK0406  VERT ORDER      -  FIRST     CLASS II
 FK0406
 FK0406.The horizontal coordinates were determined by differentially corrected
 FK0406.hand held GPS observations or other comparable positioning techniques
 FK0406.and have an estimated accuracy of +/- 3 meters.
 FK0406
 FK0406.The orthometric height was determined by differential leveling and
 FK0406.adjusted by the NATIONAL GEODETIC SURVEY
 FK0406.in June 1991.
 FK0406
 FK0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0406.GEOID18 height accuracy estimate available here.
 FK0406
 FK0406.Click photographs - Photos may exist for this station.
 FK0406
 FK0406.The dynamic height is computed by dividing the NAVD 88
 FK0406.geopotential number by the normal gravity value computed on the
 FK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0406.degrees latitude (g = 980.6199 gals.).
 FK0406
 FK0406.The modeled gravity was interpolated from observed gravity values.
 FK0406
 FK0406;                    North         East    Units  Estimated Accuracy
 FK0406;SPC OK S     -   218,580.4     451,142.9     MT  (+/- 3 meters HH1 GPS) 
 FK0406
 FK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4212205714(NAD 83)
 FK0406
 FK0406                          SUPERSEDED SURVEY CONTROL
 FK0406
 FK0406  NGVD 29 (??/??/92)  554.112  (m)         1817.95   (f) ADJ UNCH    1 2
 FK0406
 FK0406.Superseded values are not recommended for survey control.
 FK0406
 FK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0406.See file dsdata.pdf to determine how the superseded data were derived.
 FK0406
 FK0406_MARKER: B = BOLT
 FK0406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0406_SP_SET: CULVERT HEADWALL
 FK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0406+STABILITY: SURFACE MOTION
 FK0406
 FK0406  HISTORY     - Date     Condition        Report By
 FK0406  HISTORY     - 1909     MONUMENTED       CGS
 FK0406  HISTORY     - 1953     GOOD             CGS
 FK0406
 FK0406                          STATION DESCRIPTION
 FK0406
 FK0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0406'0.2 MI E FROM SAYRE.
 FK0406'0.15 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0406'FROM THE STATION AT SAYRE, 9 POLES WEST OF MILEPOST 626, 8.7
 FK0406'FEET SOUTH OF THE SOUTH RAIL, 14 FEET EAST OF A SWITCH STAND,
 FK0406'SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE
 FK0406'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0131 ***********************************************************************
 FK0131  DESIGNATION -  X 30
 FK0131  PID         -  FK0131
 FK0131  STATE/COUNTY-  OK/KIOWA
 FK0131  COUNTRY     -  US
 FK0131  USGS QUAD   -  GOTEBO EAST (2018)
 FK0131
 FK0131                         *CURRENT SURVEY CONTROL
 FK0131  ______________________________________________________________________
 FK0131* NAD 83(1986) POSITION- 35 04 04.     (N) 098 52 20.     (W)   SCALED
 FK0131* NAVD 88 ORTHO HEIGHT -   436.728 (meters)     1432.83  (feet) ADJUSTED
 FK0131  ______________________________________________________________________
 FK0131  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 FK0131  DYNAMIC HEIGHT  -        436.292 (meters)     1431.40  (feet) COMP
 FK0131  MODELED GRAVITY -    979,621.4   (mgal)                       NAVD 88
 FK0131
 FK0131  VERT ORDER      -  SECOND    CLASS 0
 FK0131
 FK0131.The horizontal coordinates were scaled from a map and have
 FK0131.an estimated accuracy of +/- 6 seconds.
 FK0131
 FK0131.The orthometric height was determined by differential leveling and
 FK0131.adjusted by the NATIONAL GEODETIC SURVEY
 FK0131.in June 1991.
 FK0131
 FK0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0131.GEOID18 height accuracy estimate available here.
 FK0131
 FK0131.Click photographs - Photos may exist for this station.
 FK0131
 FK0131.The dynamic height is computed by dividing the NAVD 88
 FK0131.geopotential number by the normal gravity value computed on the
 FK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0131.degrees latitude (g = 980.6199 gals.).
 FK0131
 FK0131.The modeled gravity was interpolated from observed gravity values.
 FK0131
 FK0131;                    North         East    Units  Estimated Accuracy
 FK0131;SPC OK S     -   192,740.      520,450.      MT  (+/- 180 meters Scaled)
 FK0131
 FK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND116805(NAD 83)
 FK0131
 FK0131                          SUPERSEDED SURVEY CONTROL
 FK0131
 FK0131  NGVD 29 (??/??/92)  436.565  (m)         1432.30   (f) ADJ UNCH    2 0
 FK0131
 FK0131.Superseded values are not recommended for survey control.
 FK0131
 FK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0131.See file dsdata.pdf to determine how the superseded data were derived.
 FK0131
 FK0131_MARKER: DB = BENCH MARK DISK
 FK0131_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0131_SP_SET: STEP
 FK0131_STAMPING: X 30 1934
 FK0131_MARK LOGO: CGS
 FK0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0131
 FK0131  HISTORY     - Date     Condition        Report By
 FK0131  HISTORY     - 1934     MONUMENTED       CGS
 FK0131  HISTORY     - 1963     GOOD             CGS
 FK0131
 FK0131                          STATION DESCRIPTION
 FK0131
 FK0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0131'AT GOTEBO.
 FK0131'AT GOTEBO, KIOWA COUNTY, ONE BLOCK NORTH OF THE CHICAGO, ROCK
 FK0131'ISLAND AND PACIFIC RAILROAD STATION, AT THE POST OFFICE, AND IN
 FK0131'THE TOP OF THE SECOND ENTRANCE STEP.  A STANDARD DISK, STAMPED
 FK0131'X 30 1934.
 FK0131
 FK0131                          STATION RECOVERY (1963)
 FK0131
 FK0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0271 ***********************************************************************
 GJ0271  DESIGNATION -  X 32
 GJ0271  PID         -  GJ0271
 GJ0271  STATE/COUNTY-  OK/WOODWARD
 GJ0271  COUNTRY     -  US
 GJ0271  USGS QUAD   -  WOODWARD (2018)
 GJ0271
 GJ0271                         *CURRENT SURVEY CONTROL
 GJ0271  ______________________________________________________________________
 GJ0271* NAD 83(1986) POSITION- 36 26 56.     (N) 099 29 04.     (W)   SCALED
 GJ0271* NAVD 88 ORTHO HEIGHT -   632.721 (meters)     2075.85  (feet) ADJUSTED
 GJ0271  ______________________________________________________________________
 GJ0271  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 GJ0271  DYNAMIC HEIGHT  -        632.103 (meters)     2073.82  (feet) COMP
 GJ0271  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 GJ0271
 GJ0271  VERT ORDER      -  FIRST     CLASS II
 GJ0271
 GJ0271.The horizontal coordinates were scaled from a map and have
 GJ0271.an estimated accuracy of +/- 6 seconds.
 GJ0271
 GJ0271.The orthometric height was determined by differential leveling and
 GJ0271.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0271.in June 1991.
 GJ0271
 GJ0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0271.GEOID18 height accuracy estimate available here.
 GJ0271
 GJ0271.Click photographs - Photos may exist for this station.
 GJ0271
 GJ0271.The dynamic height is computed by dividing the NAVD 88
 GJ0271.geopotential number by the normal gravity value computed on the
 GJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0271.degrees latitude (g = 980.6199 gals.).
 GJ0271
 GJ0271.The modeled gravity was interpolated from observed gravity values.
 GJ0271
 GJ0271;                    North         East    Units  Estimated Accuracy
 GJ0271;SPC OK N     -   161,780.      466,930.      MT  (+/- 180 meters Scaled)
 GJ0271
 GJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF565338(NAD 83)
 GJ0271
 GJ0271                          SUPERSEDED SURVEY CONTROL
 GJ0271
 GJ0271  NGVD 29 (??/??/92)  632.458  (m)         2074.99   (f) ADJ UNCH    1 2
 GJ0271
 GJ0271.Superseded values are not recommended for survey control.
 GJ0271
 GJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0271.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0271
 GJ0271_MARKER: DB = BENCH MARK DISK
 GJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0271_STAMPING: X 32 1934
 GJ0271_MARK LOGO: CGS
 GJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0271+STABILITY: SURFACE MOTION
 GJ0271
 GJ0271  HISTORY     - Date     Condition        Report By
 GJ0271  HISTORY     - 1934     MONUMENTED       CGS
 GJ0271
 GJ0271                          STATION DESCRIPTION
 GJ0271
 GJ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0271'6.2 MI SW FROM WOODWARD.
 GJ0271'6.2 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD 18 FEET
 GJ0271'SOUTH OF MILE POST 389.  44 FEET EAST OF THE CENTERLINE OF
 GJ0271'ATCHISON TOPEKA AND SANTA FE RAILROAD.  6 FEET WEST OF THE
 GJ0271'RAILROAD RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0228 ***********************************************************************
 GJ0228  DESIGNATION -  X 33
 GJ0228  PID         -  GJ0228
 GJ0228  STATE/COUNTY-  OK/DEWEY
 GJ0228  COUNTRY     -  US
 GJ0228  USGS QUAD   -  VICI (2018)
 GJ0228
 GJ0228                         *CURRENT SURVEY CONTROL
 GJ0228  ______________________________________________________________________
 GJ0228* NAD 83(1986) POSITION- 36 08 40.     (N) 099 15 24.     (W)   SCALED
 GJ0228* NAVD 88 ORTHO HEIGHT -   653.713 (meters)     2144.72  (feet) ADJUSTED
 GJ0228  ______________________________________________________________________
 GJ0228  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 GJ0228  DYNAMIC HEIGHT  -        653.065 (meters)     2142.60  (feet) COMP
 GJ0228  MODELED GRAVITY -    979,620.4   (mgal)                       NAVD 88
 GJ0228
 GJ0228  VERT ORDER      -  SECOND    CLASS 0
 GJ0228
 GJ0228.The horizontal coordinates were scaled from a map and have
 GJ0228.an estimated accuracy of +/- 6 seconds.
 GJ0228
 GJ0228.The orthometric height was determined by differential leveling and
 GJ0228.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0228.in June 1991.
 GJ0228
 GJ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0228.GEOID18 height accuracy estimate available here.
 GJ0228
 GJ0228.Click photographs - Photos may exist for this station.
 GJ0228
 GJ0228.The dynamic height is computed by dividing the NAVD 88
 GJ0228.geopotential number by the normal gravity value computed on the
 GJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0228.degrees latitude (g = 980.6199 gals.).
 GJ0228
 GJ0228.The modeled gravity was interpolated from observed gravity values.
 GJ0228
 GJ0228;                    North         East    Units  Estimated Accuracy
 GJ0228;SPC OK N     -   127,710.      486,910.      MT  (+/- 180 meters Scaled)
 GJ0228
 GJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF769000(NAD 83)
 GJ0228
 GJ0228                          SUPERSEDED SURVEY CONTROL
 GJ0228
 GJ0228  NGVD 29 (??/??/92)  653.453  (m)         2143.87   (f) ADJ UNCH    2 0
 GJ0228
 GJ0228.Superseded values are not recommended for survey control.
 GJ0228
 GJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0228.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0228
 GJ0228_MARKER: DB = BENCH MARK DISK
 GJ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0228_STAMPING: X 33 1934
 GJ0228_MARK LOGO: CGS
 GJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0228+STABILITY: SURFACE MOTION
 GJ0228
 GJ0228  HISTORY     - Date     Condition        Report By
 GJ0228  HISTORY     - 1934     MONUMENTED       CGS
 GJ0228
 GJ0228                          STATION DESCRIPTION
 GJ0228
 GJ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0228'2.5 MI E FROM VICI.
 GJ0228'2.5 MILES EAST OF U.S. HIGHWAY 60 AND RAILROAD CROSSING 42
 GJ0228'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60.  48 FEET EAST
 GJ0228'OF NORTH AND SOUTH SECTION LINE ROAD.  2 FEET NORTHEAST OF
 GJ0228'THE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0049 ***********************************************************************
 GJ0049  DESIGNATION -  X 34
 GJ0049  PID         -  GJ0049
 GJ0049  STATE/COUNTY-  OK/BLAINE
 GJ0049  COUNTRY     -  US
 GJ0049  USGS QUAD   -  HOMESTEAD (2018)
 GJ0049
 GJ0049                         *CURRENT SURVEY CONTROL
 GJ0049  ______________________________________________________________________
 GJ0049* NAD 83(1986) POSITION- 36 08 38.     (N) 098 29 11.     (W)   SCALED
 GJ0049* NAVD 88 ORTHO HEIGHT -   432.919 (meters)     1420.34  (feet) ADJUSTED
 GJ0049  ______________________________________________________________________
 GJ0049  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 GJ0049  DYNAMIC HEIGHT  -        432.520 (meters)     1419.03  (feet) COMP
 GJ0049  MODELED GRAVITY -    979,698.6   (mgal)                       NAVD 88
 GJ0049
 GJ0049  VERT ORDER      -  SECOND    CLASS 0
 GJ0049
 GJ0049.The horizontal coordinates were scaled from a map and have
 GJ0049.an estimated accuracy of +/- 6 seconds.
 GJ0049
 GJ0049.The orthometric height was determined by differential leveling and
 GJ0049.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0049.in June 1991.
 GJ0049
 GJ0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0049.GEOID18 height accuracy estimate available here.
 GJ0049
 GJ0049.Click photographs - Photos may exist for this station.
 GJ0049
 GJ0049.The dynamic height is computed by dividing the NAVD 88
 GJ0049.geopotential number by the normal gravity value computed on the
 GJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0049.degrees latitude (g = 980.6199 gals.).
 GJ0049
 GJ0049.The modeled gravity was interpolated from observed gravity values.
 GJ0049
 GJ0049;                    North         East    Units  Estimated Accuracy
 GJ0049;SPC OK N     -   127,030.      556,230.      MT  (+/- 180 meters Scaled)
 GJ0049
 GJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF462000(NAD 83)
 GJ0049
 GJ0049                          SUPERSEDED SURVEY CONTROL
 GJ0049
 GJ0049  NGVD 29 (??/??/92)  432.734  (m)         1419.73   (f) ADJ UNCH    2 0
 GJ0049
 GJ0049.Superseded values are not recommended for survey control.
 GJ0049
 GJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0049.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0049
 GJ0049_MARKER: DB = BENCH MARK DISK
 GJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0049_STAMPING: X 34 1934
 GJ0049_MARK LOGO: CGS
 GJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0049+STABILITY: SURFACE MOTION
 GJ0049
 GJ0049  HISTORY     - Date     Condition        Report By
 GJ0049  HISTORY     - 1934     MONUMENTED       CGS
 GJ0049
 GJ0049                          STATION DESCRIPTION
 GJ0049
 GJ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0049'4.1 MI E FROM LONGDALE.
 GJ0049'4.1 MILES EAST OF CRI AND P RR AND MAIN STREET INTERSECTION
 GJ0049'235 FEET WEST OF LARGE RED BRICK FARM HOUSE.  42 FEET NORTH
 GJ0049'OF THE CENTERLINE OF STATE HIGHWAY 44.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0123 ***********************************************************************
 GH0123  DESIGNATION -  X 35
 GH0123  PID         -  GH0123
 GH0123  STATE/COUNTY-  OK/PAWNEE
 GH0123  COUNTRY     -  US
 GH0123  USGS QUAD   -  PAWNEE (2018)
 GH0123
 GH0123                         *CURRENT SURVEY CONTROL
 GH0123  ______________________________________________________________________
 GH0123* NAD 83(1986) POSITION- 36 19 45.69   (N) 096 49 59.40   (W)   HD_HELD1
 GH0123* NAVD 88 ORTHO HEIGHT -   257.274 (meters)      844.07  (feet) ADJUSTED
 GH0123  ______________________________________________________________________
 GH0123  GEOID HEIGHT    -        -28.480 (meters)                     GEOID18
 GH0123  DYNAMIC HEIGHT  -        257.049 (meters)      843.33  (feet) COMP
 GH0123  MODELED GRAVITY -    979,750.0   (mgal)                       NAVD 88
 GH0123
 GH0123  VERT ORDER      -  SECOND    CLASS 0
 GH0123
 GH0123.The horizontal coordinates were determined by differentially corrected
 GH0123.hand held GPS observations or other comparable positioning techniques
 GH0123.and have an estimated accuracy of +/- 3 meters.
 GH0123
 GH0123.The orthometric height was determined by differential leveling and
 GH0123.adjusted by the NATIONAL GEODETIC SURVEY
 GH0123.in June 1991.
 GH0123
 GH0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0123.GEOID18 height accuracy estimate available here.
 GH0123
 GH0123.Click photographs - Photos may exist for this station.
 GH0123
 GH0123.The dynamic height is computed by dividing the NAVD 88
 GH0123.geopotential number by the normal gravity value computed on the
 GH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0123.degrees latitude (g = 980.6199 gals.).
 GH0123
 GH0123.The modeled gravity was interpolated from observed gravity values.
 GH0123
 GH0123;                    North         East    Units  Estimated Accuracy
 GH0123;SPC OK N     -   148,126.4     704,759.0     MT  (+/- 3 meters HH1 GPS) 
 GH0123
 GH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF9449022659(NAD 83)
 GH0123
 GH0123                          SUPERSEDED SURVEY CONTROL
 GH0123
 GH0123  NGVD 29 (??/??/92)  257.165  (m)          843.72   (f) ADJ UNCH    2 0
 GH0123
 GH0123.Superseded values are not recommended for survey control.
 GH0123
 GH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0123.See file dsdata.pdf to determine how the superseded data were derived.
 GH0123
 GH0123_MARKER: DB = BENCH MARK DISK
 GH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0123_STAMPING: X 35 1934
 GH0123_MARK LOGO: CGS
 GH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0123+STABILITY: SURFACE MOTION
 GH0123
 GH0123  HISTORY     - Date     Condition        Report By
 GH0123  HISTORY     - 1934     MONUMENTED       CGS
 GH0123
 GH0123                          STATION DESCRIPTION
 GH0123
 GH0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0123'1.9 MI W FROM PAWNEE.
 GH0123'1.9 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0123'THE STATION AT PAWNEE, PAWNEE COUNTY, AT BRIDGE NO. 479.9 OVER
 GH0123'PEPPER CREEK, IN THE TOP OF THE NORTHEAST CONCRETE PIER, 12
 GH0123'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 GH0123'THAN THE TRACK.  A STANDARD DISK, STAMPED X 35 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0339 ***********************************************************************
 EM0339  DESIGNATION -  X 36
 EM0339  PID         -  EM0339
 EM0339  STATE/COUNTY-  OK/TILLMAN
 EM0339  COUNTRY     -  US
 EM0339  USGS QUAD   -  FREDERICK (2018)
 EM0339
 EM0339                         *CURRENT SURVEY CONTROL
 EM0339  ______________________________________________________________________
 EM0339* NAD 83(1986) POSITION- 34 23 22.0    (N) 099 00 57.2    (W)   HD_HELD2
 EM0339* NAVD 88 ORTHO HEIGHT -   396.605 (meters)     1301.19  (feet) ADJUSTED
 EM0339  ______________________________________________________________________
 EM0339  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 EM0339  DYNAMIC HEIGHT  -        396.173 (meters)     1299.78  (feet) COMP
 EM0339  MODELED GRAVITY -    979,533.9   (mgal)                       NAVD 88
 EM0339
 EM0339  VERT ORDER      -  SECOND    CLASS 0
 EM0339
 EM0339.The horizontal coordinates were established by autonomous hand held GPS
 EM0339.observations and have an estimated accuracy of +/- 10 meters.
 EM0339
 EM0339.The orthometric height was determined by differential leveling and
 EM0339.adjusted by the NATIONAL GEODETIC SURVEY
 EM0339.in June 1991.
 EM0339
 EM0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0339.GEOID18 height accuracy estimate available here.
 EM0339
 EM0339.Click photographs - Photos may exist for this station.
 EM0339
 EM0339.The dynamic height is computed by dividing the NAVD 88
 EM0339.geopotential number by the normal gravity value computed on the
 EM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0339.degrees latitude (g = 980.6199 gals.).
 EM0339
 EM0339.The modeled gravity was interpolated from observed gravity values.
 EM0339
 EM0339;                    North         East    Units  Estimated Accuracy
 EM0339;SPC OK S     -   117,617.      506,585.      MT  (+/- 10 meters HH2 GPS)
 EM0339
 EM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9853905338(NAD 83)
 EM0339
 EM0339                          SUPERSEDED SURVEY CONTROL
 EM0339
 EM0339  NGVD 29 (??/??/92)  396.457  (m)         1300.71   (f) ADJ UNCH    2 0
 EM0339
 EM0339.Superseded values are not recommended for survey control.
 EM0339
 EM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0339.See file dsdata.pdf to determine how the superseded data were derived.
 EM0339
 EM0339_MARKER: DB = BENCH MARK DISK
 EM0339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0339_SP_SET: STEP
 EM0339_STAMPING: 1300.709 X 36 1934
 EM0339_MARK LOGO: CGS
 EM0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0339
 EM0339  HISTORY     - Date     Condition        Report By
 EM0339  HISTORY     - 1934     MONUMENTED       CGS
 EM0339  HISTORY     - 1940     GOOD             CGS
 EM0339  HISTORY     - 1963     GOOD             CGS
 EM0339
 EM0339                          STATION DESCRIPTION
 EM0339
 EM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EM0339'IN FREDERICK.
 EM0339'AT FREDERICK, IN THE FRONT OF THE NORTH SIDE OF THE POST OFFICE, AND
 EM0339'IN THE TOP OF THE WEST BANISTER OF THE STEPS, 2-1/2 FEET HIGHER THAN
 EM0339'THE GROUND.  A STANDARD DISK, STAMPED 1300.709 X 36 1934.
 EM0339
 EM0339                          STATION RECOVERY (1963)
 EM0339
 EM0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0027 ***********************************************************************
 EM0027  DESIGNATION -  X 37
 EM0027  PID         -  EM0027
 EM0027  STATE/COUNTY-  OK/COMANCHE
 EM0027  COUNTRY     -  US
 EM0027  USGS QUAD   -  LAWTON (2018)
 EM0027
 EM0027                         *CURRENT SURVEY CONTROL
 EM0027  ______________________________________________________________________
 EM0027* NAD 83(1986) POSITION- 34 36 04.     (N) 098 25 50.     (W)   SCALED
 EM0027* NAVD 88 ORTHO HEIGHT -   345.686 (meters)     1134.14  (feet) ADJUSTED
 EM0027  ______________________________________________________________________
 EM0027  GEOID HEIGHT    -        -25.660 (meters)                     GEOID18
 EM0027  DYNAMIC HEIGHT  -        345.340 (meters)     1133.00  (feet) COMP
 EM0027  MODELED GRAVITY -    979,625.5   (mgal)                       NAVD 88
 EM0027
 EM0027  VERT ORDER      -  SECOND    CLASS 0
 EM0027
 EM0027.The horizontal coordinates were scaled from a map and have
 EM0027.an estimated accuracy of +/- 6 seconds.
 EM0027
 EM0027.The orthometric height was determined by differential leveling and
 EM0027.adjusted by the NATIONAL GEODETIC SURVEY
 EM0027.in June 1991.
 EM0027
 EM0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0027.GEOID18 height accuracy estimate available here.
 EM0027
 EM0027.Click photographs - Photos may exist for this station.
 EM0027
 EM0027.The dynamic height is computed by dividing the NAVD 88
 EM0027.geopotential number by the normal gravity value computed on the
 EM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0027.degrees latitude (g = 980.6199 gals.).
 EM0027
 EM0027.The modeled gravity was interpolated from observed gravity values.
 EM0027
 EM0027;                    North         East    Units  Estimated Accuracy
 EM0027;SPC OK S     -   140,710.      560,510.      MT  (+/- 180 meters Scaled)
 EM0027
 EM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND522289(NAD 83)
 EM0027
 EM0027                          SUPERSEDED SURVEY CONTROL
 EM0027
 EM0027  NGVD 29 (??/??/92)  345.582  (m)         1133.80   (f) ADJ UNCH    2 0
 EM0027
 EM0027.Superseded values are not recommended for survey control.
 EM0027
 EM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0027.See file dsdata.pdf to determine how the superseded data were derived.
 EM0027
 EM0027_MARKER: DB = BENCH MARK DISK
 EM0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0027_SP_SET: CULVERT HEADWALL
 EM0027_STAMPING: X 37 1934
 EM0027_MARK LOGO: CGS
 EM0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0027+STABILITY: SURFACE MOTION
 EM0027
 EM0027  HISTORY     - Date     Condition        Report By
 EM0027  HISTORY     - 1934     MONUMENTED       CGS
 EM0027  HISTORY     - 1963     GOOD             CGS
 EM0027  HISTORY     - 1971     GOOD             OKDH
 EM0027  HISTORY     - 20000202 GOOD             LOCSUR
 EM0027  HISTORY     - 20010908 MARK NOT FOUND   LOCSUR
 EM0027
 EM0027                          STATION DESCRIPTION
 EM0027
 EM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0027'2.0 MI W FROM LAWTON.
 EM0027'2.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0027'STATION AT LAWTON, COMANCHE COUNTY, 10 FEET NORTH OF THE TRACK, ON THE
 EM0027'WEST SIDE OF 27TH STREET S.W. AND 1/2 BLOCK NORTH OF G STREET, AT A
 EM0027'HIGHWAY CULVERT, IN THE TOP OF THE WEST CONCRETE HEADWALL, AND LEVEL
 EM0027'WITH THE RAILS.  A STANDARD DISK, STAMPED X 37 1934.
 EM0027
 EM0027                          STATION RECOVERY (1971)
 EM0027
 EM0027'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0027'RECOVERED IN GOOD CONDITION.
 EM0027
 EM0027                          STATION RECOVERY (2000)
 EM0027
 EM0027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0027'RECOVERED AS DESCRIBED.
 EM0027
 EM0027                          STATION RECOVERY (2001)
 EM0027
 EM0027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 EM0027'THIS MARK WAS DESTROYED MANY YEARS AGO AND ON THE EAST SIDE OF THE
 EM0027'ROAD IS A NGS CAP STAMPED X37R
 EM0027'HARN ADJUSTED N 461803.427 E 1838791.424 ELEVATION 1132.696 (FROM TIES
 EM0027'TO TWO OTHER SECOND ORDER NGS POINTS)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0461 ***********************************************************************
 EL0461  DESIGNATION -  X 39
 EL0461  PID         -  EL0461
 EL0461  STATE/COUNTY-  OK/MURRAY
 EL0461  COUNTRY     -  US
 EL0461  USGS QUAD   -  DOUGHERTY (2018)
 EL0461
 EL0461                         *CURRENT SURVEY CONTROL
 EL0461  ______________________________________________________________________
 EL0461* NAD 83(1986) POSITION- 34 28 55.     (N) 097 06 40.     (W)   SCALED
 EL0461* NAVD 88 ORTHO HEIGHT -   258.206 (meters)      847.13  (feet) ADJUSTED
 EL0461  ______________________________________________________________________
 EL0461  GEOID HEIGHT    -        -25.278 (meters)                     GEOID18
 EL0461  DYNAMIC HEIGHT  -        257.952 (meters)      846.30  (feet) COMP
 EL0461  MODELED GRAVITY -    979,645.7   (mgal)                       NAVD 88
 EL0461
 EL0461  VERT ORDER      -  SECOND    CLASS 0
 EL0461
 EL0461.The horizontal coordinates were scaled from a map and have
 EL0461.an estimated accuracy of +/- 6 seconds.
 EL0461
 EL0461.The orthometric height was determined by differential leveling and
 EL0461.adjusted by the NATIONAL GEODETIC SURVEY
 EL0461.in June 1991.
 EL0461
 EL0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0461.GEOID18 height accuracy estimate available here.
 EL0461
 EL0461.Click photographs - Photos may exist for this station.
 EL0461
 EL0461.The dynamic height is computed by dividing the NAVD 88
 EL0461.geopotential number by the normal gravity value computed on the
 EL0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0461.degrees latitude (g = 980.6199 gals.).
 EL0461
 EL0461.The modeled gravity was interpolated from observed gravity values.
 EL0461
 EL0461;                    North         East    Units  Estimated Accuracy
 EL0461;SPC OK S     -   127,770.      681,650.      MT  (+/- 180 meters Scaled)
 EL0461
 EL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD734172(NAD 83)
 EL0461
 EL0461                          SUPERSEDED SURVEY CONTROL
 EL0461
 EL0461  NGVD 29 (??/??/92)  258.140  (m)          846.91   (f) ADJ UNCH    2 0
 EL0461
 EL0461.Superseded values are not recommended for survey control.
 EL0461
 EL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0461.See file dsdata.pdf to determine how the superseded data were derived.
 EL0461
 EL0461_MARKER: DB = BENCH MARK DISK
 EL0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0461_STAMPING: X 39 1934
 EL0461_MARK LOGO: CGS
 EL0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0461+STABILITY: SURFACE MOTION
 EL0461
 EL0461  HISTORY     - Date     Condition        Report By
 EL0461  HISTORY     - 1934     MONUMENTED       CGS
 EL0461  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0461
 EL0461                          STATION DESCRIPTION
 EL0461
 EL0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0461'1.1 MI S FROM DAVIS.
 EL0461'1.1 MILES SOUTH OF DAVIS RR JUNCTION.  AT PRIVATE RAILROAD
 EL0461'CROSSING.  50 FEET EAST OF GULF COLORADO AND SANTA FE RR TRACK,
 EL0461'SOUTH OF THE GATE.
 EL0461
 EL0461                          STATION RECOVERY (1963)
 EL0461
 EL0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0461'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0255 ***********************************************************************
 FH0255  DESIGNATION -  X 4
 FH0255  PID         -  FH0255
 FH0255  STATE/COUNTY-  OK/LE FLORE
 FH0255  COUNTRY     -  US
 FH0255  USGS QUAD   -  BOKOSHE (2018)
 FH0255
 FH0255                         *CURRENT SURVEY CONTROL
 FH0255  ______________________________________________________________________
 FH0255* NAD 83(1986) POSITION- 35 11 08.     (N) 094 47 03.     (W)   SCALED
 FH0255* NAVD 88 ORTHO HEIGHT -   155.666 (meters)      510.71  (feet) ADJUSTED
 FH0255  ______________________________________________________________________
 FH0255  GEOID HEIGHT    -        -31.008 (meters)                     GEOID18
 FH0255  DYNAMIC HEIGHT  -        155.513 (meters)      510.21  (feet) COMP
 FH0255  MODELED GRAVITY -    979,649.9   (mgal)                       NAVD 88
 FH0255
 FH0255  VERT ORDER      -  FIRST     CLASS II
 FH0255
 FH0255.The horizontal coordinates were scaled from a map and have
 FH0255.an estimated accuracy of +/- 6 seconds.
 FH0255
 FH0255.The orthometric height was determined by differential leveling and
 FH0255.adjusted by the NATIONAL GEODETIC SURVEY
 FH0255.in June 1991.
 FH0255
 FH0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0255.GEOID18 height accuracy estimate available here.
 FH0255
 FH0255.Click photographs - Photos may exist for this station.
 FH0255
 FH0255.The dynamic height is computed by dividing the NAVD 88
 FH0255.geopotential number by the normal gravity value computed on the
 FH0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0255.degrees latitude (g = 980.6199 gals.).
 FH0255
 FH0255.The modeled gravity was interpolated from observed gravity values.
 FH0255
 FH0255;                    North         East    Units  Estimated Accuracy
 FH0255;SPC OK S     -   210,130.      892,850.      MT  (+/- 180 meters Scaled)
 FH0255
 FH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU375950(NAD 83)
 FH0255
 FH0255                          SUPERSEDED SURVEY CONTROL
 FH0255
 FH0255  NGVD 29 (??/??/92)  155.557  (m)          510.36   (f) ADJ UNCH    1 2
 FH0255
 FH0255.Superseded values are not recommended for survey control.
 FH0255
 FH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0255.See file dsdata.pdf to determine how the superseded data were derived.
 FH0255
 FH0255_MARKER: DB = BENCH MARK DISK
 FH0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0255_STAMPING: 510.357 X 4 1933
 FH0255_MARK LOGO: CGS
 FH0255_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0255+STABILITY: SURFACE MOTION
 FH0255
 FH0255  HISTORY     - Date     Condition        Report By
 FH0255  HISTORY     - 1933     MONUMENTED       CGS
 FH0255  HISTORY     - 1959     GOOD             CGS
 FH0255
 FH0255                          STATION DESCRIPTION
 FH0255
 FH0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0255'AT BOKOSHE.
 FH0255'AT BOKOSHE, LE FLORE COUNTY, ON THE ABANDONED FORT SMITH AND
 FH0255'WESTERN RAILWAY, 480 FEET WEST OF THE CROSSING OF THE MIDLAND
 FH0255'VALLEY RAILROAD, AND 60 FEET SOUTH OF THE OLD ROADBED.  A
 FH0255'STANDARD DISK, STAMPED 510.357 X 4 1933 AND SET IN THE TOP OF A
 FH0255'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- MARK
 FH0255'RECOVERED 7 FEET WEST OF THE 4TH POLE EAST OF ROAD CROSSING
 FH0255'THAT IS SOUTHEAST OF BUSINESS DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0164 ***********************************************************************
 EL0164  DESIGNATION -  X 40
 EL0164  PID         -  EL0164
 EL0164  STATE/COUNTY-  OK/MARSHALL
 EL0164  COUNTRY     -  US
 EL0164  USGS QUAD   -  MANNSVILLE (2018)
 EL0164
 EL0164                         *CURRENT SURVEY CONTROL
 EL0164  ______________________________________________________________________
 EL0164* NAD 83(1986) POSITION- 34 09 29.     (N) 096 56 19.     (W)   SCALED
 EL0164* NAVD 88 ORTHO HEIGHT -   255.127 (meters)      837.03  (feet) ADJUSTED
 EL0164  ______________________________________________________________________
 EL0164  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 EL0164  DYNAMIC HEIGHT  -        254.858 (meters)      836.15  (feet) COMP
 EL0164  MODELED GRAVITY -    979,577.9   (mgal)                       NAVD 88
 EL0164
 EL0164  VERT ORDER      -  FIRST     CLASS II
 EL0164
 EL0164.The horizontal coordinates were scaled from a map and have
 EL0164.an estimated accuracy of +/- 6 seconds.
 EL0164
 EL0164.The orthometric height was determined by differential leveling and
 EL0164.adjusted by the NATIONAL GEODETIC SURVEY
 EL0164.in June 1991.
 EL0164
 EL0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0164.GEOID18 height accuracy estimate available here.
 EL0164
 EL0164.Click photographs - Photos may exist for this station.
 EL0164
 EL0164.The dynamic height is computed by dividing the NAVD 88
 EL0164.geopotential number by the normal gravity value computed on the
 EL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0164.degrees latitude (g = 980.6199 gals.).
 EL0164
 EL0164.The modeled gravity was interpolated from observed gravity values.
 EL0164
 EL0164;                    North         East    Units  Estimated Accuracy
 EL0164;SPC OK S     -    92,000.      697,870.      MT  (+/- 180 meters Scaled)
 EL0164
 EL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC900816(NAD 83)
 EL0164
 EL0164                          SUPERSEDED SURVEY CONTROL
 EL0164
 EL0164  NGVD 29 (??/??/92)  255.060  (m)          836.81   (f) ADJ UNCH    1 2
 EL0164
 EL0164.Superseded values are not recommended for survey control.
 EL0164
 EL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0164.See file dsdata.pdf to determine how the superseded data were derived.
 EL0164
 EL0164_MARKER: DB = BENCH MARK DISK
 EL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0164_STAMPING: X 40 1934
 EL0164_MARK LOGO: CGS
 EL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0164+STABILITY: SURFACE MOTION
 EL0164
 EL0164  HISTORY     - Date     Condition        Report By
 EL0164  HISTORY     - 1934     MONUMENTED       CGS
 EL0164  HISTORY     - 1961     MARK NOT FOUND   USGS
 EL0164
 EL0164                          STATION DESCRIPTION
 EL0164
 EL0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0164'AT DURWOOD.
 EL0164'AT ST. LOUIS AND SAN FRANCISCO RR JUNCTION.  150 FEET EAST OF THE
 EL0164'STATION.  30 FEET WEST OF THE CENTERLINE OF THE ROAD.  MILE POST
 EL0164'103.20 AND MILE POST 648.10
 EL0164
 EL0164                          STATION RECOVERY (1961)
 EL0164
 EL0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EL0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0544 ***********************************************************************
 EL0544  DESIGNATION -  X 41
 EL0544  PID         -  EL0544
 EL0544  STATE/COUNTY-  OK/GRADY
 EL0544  COUNTRY     -  US
 EL0544  USGS QUAD   -  NINNEKAH (2018)
 EL0544
 EL0544                         *CURRENT SURVEY CONTROL
 EL0544  ______________________________________________________________________
 EL0544* NAD 83(1986) POSITION- 34 53 46.     (N) 097 55 57.     (W)   SCALED
 EL0544* NAVD 88 ORTHO HEIGHT -   375.283 (meters)     1231.24  (feet) ADJUSTED
 EL0544  ______________________________________________________________________
 EL0544  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 EL0544  DYNAMIC HEIGHT  -        374.909 (meters)     1230.01  (feet) COMP
 EL0544  MODELED GRAVITY -    979,626.3   (mgal)                       NAVD 88
 EL0544
 EL0544  VERT ORDER      -  FIRST     CLASS II
 EL0544
 EL0544.The horizontal coordinates were scaled from a map and have
 EL0544.an estimated accuracy of +/- 6 seconds.
 EL0544
 EL0544.The orthometric height was determined by differential leveling and
 EL0544.adjusted by the NATIONAL GEODETIC SURVEY
 EL0544.in June 1991.
 EL0544
 EL0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0544.GEOID18 height accuracy estimate available here.
 EL0544
 EL0544.Click photographs - Photos may exist for this station.
 EL0544
 EL0544.The dynamic height is computed by dividing the NAVD 88
 EL0544.geopotential number by the normal gravity value computed on the
 EL0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0544.degrees latitude (g = 980.6199 gals.).
 EL0544
 EL0544.The modeled gravity was interpolated from observed gravity values.
 EL0544
 EL0544;                    North         East    Units  Estimated Accuracy
 EL0544;SPC OK S     -   173,350.      606,170.      MT  (+/- 180 meters Scaled)
 EL0544
 EL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND975620(NAD 83)
 EL0544
 EL0544                          SUPERSEDED SURVEY CONTROL
 EL0544
 EL0544  NGVD 29 (??/??/92)  375.182  (m)         1230.91   (f) ADJ UNCH    1 2
 EL0544
 EL0544.Superseded values are not recommended for survey control.
 EL0544
 EL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0544.See file dsdata.pdf to determine how the superseded data were derived.
 EL0544
 EL0544_MARKER: DB = BENCH MARK DISK
 EL0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0544_STAMPING: X 41 1934
 EL0544_MARK LOGO: CGS
 EL0544_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0544+STABILITY: SURFACE MOTION
 EL0544
 EL0544  HISTORY     - Date     Condition        Report By
 EL0544  HISTORY     - 1934     MONUMENTED       CGS
 EL0544  HISTORY     - 1953     GOOD             CGS
 EL0544  HISTORY     - 1976     MARK NOT FOUND   USGS
 EL0544  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0544
 EL0544                          STATION DESCRIPTION
 EL0544
 EL0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0544'4 MI S FROM NINNEKAH.
 EL0544'4.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0544'RAILROAD FROM THE STATION AT NINNEKAH, AT A ROAD CROSSING, 0.4
 EL0544'MILE SOUTH OF MILEPOST 447, 60 FEET WEST OF THE WEST RAIL, 1.5
 EL0544'FEET SOUTH OF A WITNESS POST, 68 FEET NORTHWEST OF THE CENTER
 EL0544'OF A ROAD CROSSING, 80 FEET NORTHWEST OF SEMAPHORE 447.3, SET
 EL0544'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EL0544'GROUND.
 EL0544
 EL0544                          STATION RECOVERY (1976)
 EL0544
 EL0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EL0544'MARK NOT FOUND.
 EL0544
 EL0544                          STATION RECOVERY (1986)
 EL0544
 EL0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0535 ***********************************************************************
 EL0535  DESIGNATION -  X 42
 EL0535  PID         -  EL0535
 EL0535  STATE/COUNTY-  OK/STEPHENS
 EL0535  COUNTRY     -  US
 EL0535  USGS QUAD   -  MARLOW (2018)
 EL0535
 EL0535                         *CURRENT SURVEY CONTROL
 EL0535  ______________________________________________________________________
 EL0535* NAD 83(2011) POSITION- 34 40 02.77989(N) 097 57 10.86728(W)   ADJUSTED
 EL0535* NAD 83(2011) ELLIP HT-   376.183 (meters)        (06/27/12)   ADJUSTED
 EL0535* NAD 83(2011) EPOCH   -  2010.00
 EL0535* NAVD 88 ORTHO HEIGHT -   402.248 (meters)     1319.71  (feet) ADJUSTED
 EL0535  ______________________________________________________________________
 EL0535  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EL0535  NAD 83(2011) X  -   -726,645.929 (meters)                     COMP
 EL0535  NAD 83(2011) Y  - -5,201,296.996 (meters)                     COMP
 EL0535  NAD 83(2011) Z  -  3,607,798.248 (meters)                     COMP
 EL0535  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 EL0535  DYNAMIC HEIGHT  -        401.829 (meters)     1318.33  (feet) COMP
 EL0535  MODELED GRAVITY -    979,579.7   (mgal)                       NAVD 88
 EL0535
 EL0535  VERT ORDER      -  FIRST     CLASS II
 EL0535
 EL0535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL0535  Standards:
 EL0535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL0535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL0535  -------------------------------------------------------------------
 EL0535  NETWORK    6.63   7.49           2.68   2.60   3.82     -0.42329190
 EL0535  -------------------------------------------------------------------
 EL0535  Click here for local accuracies and other accuracy information.
 EL0535
 EL0535.The horizontal coordinates were established by GPS observations
 EL0535.and adjusted by the National Geodetic Survey in June 2012.
 EL0535
 EL0535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL0535.been affixed to the stable North American tectonic plate. See 
 EL0535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL0535
 EL0535.The horizontal coordinates are valid at the epoch date displayed above
 EL0535.which is a decimal equivalence of Year/Month/Day.
 EL0535
 EL0535.The orthometric height was determined by differential leveling and
 EL0535.adjusted by the NATIONAL GEODETIC SURVEY
 EL0535.in June 1991.
 EL0535
 EL0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0535.GEOID18 height accuracy estimate available here.
 EL0535
 EL0535.Click photographs - Photos may exist for this station.
 EL0535
 EL0535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL0535
 EL0535.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0535
 EL0535.The ellipsoidal height was determined by GPS observations
 EL0535.and is referenced to NAD 83.
 EL0535
 EL0535.The dynamic height is computed by dividing the NAVD 88
 EL0535.geopotential number by the normal gravity value computed on the
 EL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0535.degrees latitude (g = 980.6199 gals.).
 EL0535
 EL0535.The modeled gravity was interpolated from observed gravity values.
 EL0535
 EL0535. The following values were computed from the NAD 83(2011) position.
 EL0535
 EL0535;                    North         East     Units Scale Factor Converg.
 EL0535;SPC OK S     -   147,984.659   604,305.846   MT  0.99993699   +0 01 36.0
 EL0535;SPC OK S     -   485,513.00  1,982,626.76   sFT  0.99993699   +0 01 36.0
 EL0535;UTM  14      - 3,836,662.870   595,925.603   MT  0.99971341   +0 35 44.1
 EL0535
 EL0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0535!SPC OK S     -   0.99994095  x   0.99993699  =   0.99987795
 EL0535!UTM  14      -   0.99994095  x   0.99971341  =   0.99965438
 EL0535
 EL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9592536662(NAD 83)
 EL0535
 EL0535                          SUPERSEDED SURVEY CONTROL
 EL0535
 EL0535  NAD 83(2007)-  34 40 02.77982(N)    097 57 10.86783(W) AD(2002.00) 0
 EL0535  ELLIP H (02/10/07)  376.199  (m)                       GP(2002.00)    
 EL0535  ELLIP H (06/19/02)  376.220  (m)                       GP(       ) 5 1
 EL0535  NAD 83(1993)-  34 40 02.77998(N)    097 57 10.86732(W) AD(       ) 1
 EL0535  ELLIP H (11/28/94)  376.262  (m)                       GP(       ) 5 1
 EL0535  NAD 83(1986)-  34 40 02.78495(N)    097 57 10.85230(W) AD(       ) 1
 EL0535  NGVD 29 (??/??/92)  402.127  (m)         1319.31   (f) ADJ UNCH    1 2
 EL0535  NGVD 29 (12/08/88)  402.     (m)  RAPSU86  model used  GPS OBS        
 EL0535
 EL0535.Superseded values are not recommended for survey control.
 EL0535
 EL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0535.See file dsdata.pdf to determine how the superseded data were derived.
 EL0535
 EL0535_MARKER: DB = BENCH MARK DISK
 EL0535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0535_SP_SET: HEADWALL
 EL0535_STAMPING: X 42 1934
 EL0535_MARK LOGO: CGS
 EL0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0535+STABILITY: SURFACE MOTION
 EL0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0535+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EL0535
 EL0535  HISTORY     - Date     Condition        Report By
 EL0535  HISTORY     - 1934     MONUMENTED       CGS
 EL0535  HISTORY     - 1934     GOOD             CGS
 EL0535  HISTORY     - 1963     GOOD             CGS
 EL0535  HISTORY     - 1986     GOOD             NGS
 EL0535  HISTORY     - 1988     GOOD             NGS
 EL0535
 EL0535                          STATION DESCRIPTION
 EL0535
 EL0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0535'1.8 MI N FROM MARLOW.
 EL0535'1.8 MILES NORTH OF C.R.I. AND P.RR. STATION AT MARLOW 0.2 MILE
 EL0535'SOUTH OF MILEPOST 464.  115 FEET NORTH OF SECTION LINE ROAD.
 EL0535'SOUTHWEST CORNER OF CULVERT UNDER CHICAGO, ROCK ISLAND AND
 EL0535'PACIFIC RAILROAD.
 EL0535
 EL0535                          STATION RECOVERY (1963)
 EL0535
 EL0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EL0535'RECOVERED IN GOOD CONDITION.
 EL0535
 EL0535                          STATION RECOVERY (1986)
 EL0535
 EL0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0535'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.9 KM (13.0
 EL0535'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH PATE STREET
 EL0535'AND OLD U.S. HIGHWAY 81 (13TH STREET) IN DUNCAN, THENCE 0.5 KM (0.3
 EL0535'MI) EAST ALONG BALLPARK ROAD.
 EL0535
 EL0535                          STATION RECOVERY (1988)
 EL0535
 EL0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EL0535'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 EL0535'NORTHEAST OF MARLOW, 0.5 MK (0.3 MI) EAST OF US HIGHWAY 81 AND JUST
 EL0535'WEST OF RAILROAD TRACKS.
 EL0535'OWNERSHIP--BURLINGTON NORTHERN RAILROAD, 503 10TH STREET, WICHITA
 EL0535'FALLS. TX 76301, PHONE 817-322-3671.
 EL0535'
 EL0535'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 81 AND STATE
 EL0535'HIGHWAY 29 IN MARLOW, GO NORTH ON US HIGHWAY 81 FOR 2.3 KM (1.4 MI)
 EL0535'TO A PAVED CROSSROAD JUST PAST A BALL PARK.  TURN RIGHT AND GO EAST
 EL0535'FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT JUST WEST OF TRACK IN
 EL0535'CONCRETE HEADWALL.
 EL0535'
 EL0535'THE STATION IS A STANDARAD CGS BENCH MARK DISK STAMPED---X 42
 EL0535'1934---, SET IN A DRILL IN CONCRETE HEADWALL WHICH IS ON THE WEST
 EL0535'SIDE OF TRACKS AND ABOUT 1.0 METERS (3.3 FT) LOWER THAN THE TRACKS.
 EL0535'LOCATED 31.5 METERS (103.5 FT) NORTH FROM CENTER OF PAVED ROAD, 6.0
 EL0535'METERS (19.6 FT) EAST FROM FENCELINE, 4.5 METERS (14.8 FT) WEST
 EL0535'FROM WEST RAIL OF TRACKS, 0.3 METER (1.0 FT) EAST FROM WEST EDGE OF
 EL0535'HEADWALL AND 0.3 METER (1.0 FT) NORTH FROM SOUTH EDGE OF HEADWALL.
 EL0535'
 EL0535'GPS SURVEY, FORT SILL, OKLAHOMA.
 EL0535'
 EL0535'THIS STATION IS NOT A VERY GOOD GPS STATION DUE TO OBSTRUCTIONS
 EL0535'CAUSED BY TREES TO THE NORTHWEST AND SOUTHWEST.
 EL0535'
 EL0535'DESCRIBED BY D.A. BOWLING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0835 ***********************************************************************
 DN0835  DESIGNATION -  X 43
 DN0835  PID         -  DN0835
 DN0835  STATE/COUNTY-  OK/JEFFERSON
 DN0835  COUNTRY     -  US
 DN0835  USGS QUAD   -  TERRAL (2019)
 DN0835
 DN0835                         *CURRENT SURVEY CONTROL
 DN0835  ______________________________________________________________________
 DN0835* NAD 83(1986) POSITION- 33 54 39.     (N) 097 56 30.     (W)   SCALED
 DN0835* NAVD 88 ORTHO HEIGHT -   258.606 (meters)      848.44  (feet) ADJUSTED
 DN0835  ______________________________________________________________________
 DN0835  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DN0835  DYNAMIC HEIGHT  -        258.327 (meters)      847.53  (feet) COMP
 DN0835  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 DN0835
 DN0835  VERT ORDER      -  FIRST     CLASS II
 DN0835
 DN0835.The horizontal coordinates were scaled from a map and have
 DN0835.an estimated accuracy of +/- 6 seconds.
 DN0835
 DN0835.The orthometric height was determined by differential leveling and
 DN0835.adjusted by the NATIONAL GEODETIC SURVEY
 DN0835.in June 1991.
 DN0835
 DN0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0835.GEOID18 height accuracy estimate available here.
 DN0835
 DN0835.Click photographs - Photos may exist for this station.
 DN0835
 DN0835.The dynamic height is computed by dividing the NAVD 88
 DN0835.geopotential number by the normal gravity value computed on the
 DN0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0835.degrees latitude (g = 980.6199 gals.).
 DN0835
 DN0835.The modeled gravity was interpolated from observed gravity values.
 DN0835
 DN0835;                    North         East    Units  Estimated Accuracy
 DN0835;SPC OK S     -    64,060.      605,400.      MT  (+/- 180 meters Scaled)
 DN0835
 DN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978527(NAD 83)
 DN0835
 DN0835                          SUPERSEDED SURVEY CONTROL
 DN0835
 DN0835  NGVD 29 (??/??/92)  258.500  (m)          848.10   (f) ADJ UNCH    1 2
 DN0835
 DN0835.Superseded values are not recommended for survey control.
 DN0835
 DN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0835.See file dsdata.pdf to determine how the superseded data were derived.
 DN0835
 DN0835_MARKER: DB = BENCH MARK DISK
 DN0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0835_STAMPING: X 43 1934
 DN0835_MARK LOGO: CGS
 DN0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0835+STABILITY: SURFACE MOTION
 DN0835
 DN0835  HISTORY     - Date     Condition        Report By
 DN0835  HISTORY     - 1934     MONUMENTED       CGS
 DN0835  HISTORY     - 1963     GOOD             CGS
 DN0835  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0835
 DN0835                          STATION DESCRIPTION
 DN0835
 DN0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DN0835'1.0 MI N FROM TERRAL.
 DN0835'1.0 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0835'FROM THE STATION AT TERRAL, JEFFERSON COUNTY, 135 FEET EAST OF THE
 DN0835'TENTH POLE SOUTH OF MILEPOST 518, 90 FEET EAST OF THE EAST RAIL, 45
 DN0835'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, AND ON THE EAST SIDE
 DN0835'OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X 43
 DN0835'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS NOW 89.0
 DN0835'FEET EAST OF THE EAST RAIL AND 49.0 FEET WEST FROM THE CENTER OF U.S.
 DN0835'HIGHWAY 81, 67.0 FEET SOUTH FROM THE CENTER OF A ROAD LEADING WEST
 DN0835'ACROSS TRACKS TO FARMHOUSE.
 DN0835
 DN0835                          STATION RECOVERY (1986)
 DN0835
 DN0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0835'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0352 ***********************************************************************
 EL0352  DESIGNATION -  X 44
 EL0352  PID         -  EL0352
 EL0352  STATE/COUNTY-  OK/GARVIN
 EL0352  COUNTRY     -  US
 EL0352  USGS QUAD   -  BYARS (2018)
 EL0352
 EL0352                         *CURRENT SURVEY CONTROL
 EL0352  ______________________________________________________________________
 EL0352* NAD 83(1986) POSITION- 34 51 15.     (N) 097 01 05.     (W)   SCALED
 EL0352* NAVD 88 ORTHO HEIGHT -   341.201 (meters)     1119.42  (feet) ADJUSTED
 EL0352  ______________________________________________________________________
 EL0352  GEOID HEIGHT    -        -25.913 (meters)                     GEOID18
 EL0352  DYNAMIC HEIGHT  -        340.868 (meters)     1118.33  (feet) COMP
 EL0352  MODELED GRAVITY -    979,648.1   (mgal)                       NAVD 88
 EL0352
 EL0352  VERT ORDER      -  SECOND    CLASS 0
 EL0352
 EL0352.The horizontal coordinates were scaled from a map and have
 EL0352.an estimated accuracy of +/- 6 seconds.
 EL0352
 EL0352.The orthometric height was determined by differential leveling and
 EL0352.adjusted by the NATIONAL GEODETIC SURVEY
 EL0352.in June 1991.
 EL0352
 EL0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0352.GEOID18 height accuracy estimate available here.
 EL0352
 EL0352.Click photographs - Photos may exist for this station.
 EL0352
 EL0352.The dynamic height is computed by dividing the NAVD 88
 EL0352.geopotential number by the normal gravity value computed on the
 EL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0352.degrees latitude (g = 980.6199 gals.).
 EL0352
 EL0352.The modeled gravity was interpolated from observed gravity values.
 EL0352
 EL0352;                    North         East    Units  Estimated Accuracy
 EL0352;SPC OK S     -   169,130.      689,790.      MT  (+/- 180 meters Scaled)
 EL0352
 EL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD811586(NAD 83)
 EL0352
 EL0352                          SUPERSEDED SURVEY CONTROL
 EL0352
 EL0352  NGVD 29 (??/??/92)  341.109  (m)         1119.12   (f) ADJ UNCH    2 0
 EL0352
 EL0352.Superseded values are not recommended for survey control.
 EL0352
 EL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0352.See file dsdata.pdf to determine how the superseded data were derived.
 EL0352
 EL0352_MARKER: DB = BENCH MARK DISK
 EL0352_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0352_STAMPING: X 44 1934
 EL0352_MARK LOGO: CGS
 EL0352_PROJECTION: PROJECTING 18 CENTIMETERS
 EL0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0352
 EL0352  HISTORY     - Date     Condition        Report By
 EL0352  HISTORY     - 1934     MONUMENTED       CGS
 EL0352  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0352
 EL0352                          STATION DESCRIPTION
 EL0352
 EL0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0352'3.4 MI S FROM BYARS.
 EL0352'3.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EL0352'FROM THE STATION AT BYARS, MC CLAIN COUNTY, 0.2 MILE NORTHWEST
 EL0352'OF BRIDGE 63 B, AT A ROAD CROSSING, 36 FEET SOUTH OF THE SOUTH
 EL0352'RAIL, 30 FEET EAST OF THE CENTER LINE OF THE SECTION-LINE ROAD,
 EL0352'AND IN THE TOP OF A 14- BY 6-INCH SANDSTONE SECTION-CORNER POST
 EL0352'PROJECTING 7 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED
 EL0352'X 44 1934.
 EL0352
 EL0352                          STATION RECOVERY (1963)
 EL0352
 EL0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0004 ***********************************************************************
 EL0004  DESIGNATION -  X 45
 EL0004  PID         -  EL0004
 EL0004  STATE/COUNTY-  OK/COAL
 EL0004  COUNTRY     -  US
 EL0004  USGS QUAD   -  CENTRAHOMA (2018)
 EL0004
 EL0004                         *CURRENT SURVEY CONTROL
 EL0004  ______________________________________________________________________
 EL0004* NAD 83(1986) POSITION- 34 33 38.22   (N) 096 21 16.91   (W)   HD_HELD1
 EL0004* NAVD 88 ORTHO HEIGHT -   198.826 (meters)      652.32  (feet) ADJUSTED
 EL0004  ______________________________________________________________________
 EL0004  GEOID HEIGHT    -        -27.255 (meters)                     GEOID18
 EL0004  DYNAMIC HEIGHT  -        198.630 (meters)      651.67  (feet) COMP
 EL0004  MODELED GRAVITY -    979,640.4   (mgal)                       NAVD 88
 EL0004
 EL0004  VERT ORDER      -  SECOND    CLASS 0
 EL0004
 EL0004.The horizontal coordinates were determined by differentially corrected
 EL0004.hand held GPS observations or other comparable positioning techniques
 EL0004.and have an estimated accuracy of +/- 3 meters.
 EL0004
 EL0004.The orthometric height was determined by differential leveling and
 EL0004.adjusted by the NATIONAL GEODETIC SURVEY
 EL0004.in June 1991.
 EL0004
 EL0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0004.GEOID18 height accuracy estimate available here.
 EL0004
 EL0004.Click photographs - Photos may exist for this station.
 EL0004
 EL0004.The dynamic height is computed by dividing the NAVD 88
 EL0004.geopotential number by the normal gravity value computed on the
 EL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0004.degrees latitude (g = 980.6199 gals.).
 EL0004
 EL0004.The modeled gravity was interpolated from observed gravity values.
 EL0004
 EL0004;                    North         East    Units  Estimated Accuracy
 EL0004;SPC OK S     -   137,364.7     750,978.8     MT  (+/- 3 meters HH1 GPS) 
 EL0004
 EL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD4270227498(NAD 83)
 EL0004
 EL0004                          SUPERSEDED SURVEY CONTROL
 EL0004
 EL0004  NGVD 29 (??/??/92)  198.754  (m)          652.08   (f) ADJ UNCH    2 0
 EL0004
 EL0004.Superseded values are not recommended for survey control.
 EL0004
 EL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0004.See file dsdata.pdf to determine how the superseded data were derived.
 EL0004
 EL0004_MARKER: DB = BENCH MARK DISK
 EL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0004_STAMPING: X 45 1934
 EL0004_MARK LOGO: CGS
 EL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0004+STABILITY: SURFACE MOTION
 EL0004
 EL0004  HISTORY     - Date     Condition        Report By
 EL0004  HISTORY     - 1934     MONUMENTED       CGS
 EL0004
 EL0004                          STATION DESCRIPTION
 EL0004
 EL0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0004'5.1 MI SE FROM TUPELO.
 EL0004'5.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EL0004'RAILWAY FROM THE STATION AT TUPELO, COAL COUNTY, 0.4 MILE
 EL0004'NORTHWEST OF MILEPOST 12, AT A ROAD CROSSING, 54 FEET WEST OF
 EL0004'THE CENTER LINE OF THE SECTION-LINE ROAD, AND 48 FEET SOUTHWEST
 EL0004'OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 EL0004'STAMPED X 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0299 ***********************************************************************
 GH0299  DESIGNATION -  X 46
 GH0299  PID         -  GH0299
 GH0299  STATE/COUNTY-  OK/NOBLE
 GH0299  COUNTRY     -  US
 GH0299  USGS QUAD   -  LUCIEN (2018)
 GH0299
 GH0299                         *CURRENT SURVEY CONTROL
 GH0299  ______________________________________________________________________
 GH0299* NAD 83(1986) POSITION- 36 16 41.     (N) 097 22 44.     (W)   SCALED
 GH0299* NAVD 88 ORTHO HEIGHT -   339.725 (meters)     1114.58  (feet) ADJUSTED
 GH0299  ______________________________________________________________________
 GH0299  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 GH0299  DYNAMIC HEIGHT  -        339.419 (meters)     1113.58  (feet) COMP
 GH0299  MODELED GRAVITY -    979,721.7   (mgal)                       NAVD 88
 GH0299
 GH0299  VERT ORDER      -  SECOND    CLASS 0
 GH0299
 GH0299.The horizontal coordinates were scaled from a map and have
 GH0299.an estimated accuracy of +/- 6 seconds.
 GH0299
 GH0299.The orthometric height was determined by differential leveling and
 GH0299.adjusted by the NATIONAL GEODETIC SURVEY
 GH0299.in June 1991.
 GH0299
 GH0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0299.GEOID18 height accuracy estimate available here.
 GH0299
 GH0299.Click photographs - Photos may exist for this station.
 GH0299
 GH0299.The dynamic height is computed by dividing the NAVD 88
 GH0299.geopotential number by the normal gravity value computed on the
 GH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0299.degrees latitude (g = 980.6199 gals.).
 GH0299
 GH0299.The modeled gravity was interpolated from observed gravity values.
 GH0299
 GH0299;                    North         East    Units  Estimated Accuracy
 GH0299;SPC OK N     -   141,980.      655,800.      MT  (+/- 180 meters Scaled)
 GH0299
 GH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF455160(NAD 83)
 GH0299
 GH0299                          SUPERSEDED SURVEY CONTROL
 GH0299
 GH0299  NGVD 29 (??/??/92)  339.582  (m)         1114.11   (f) ADJ UNCH    2 0
 GH0299
 GH0299.Superseded values are not recommended for survey control.
 GH0299
 GH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0299.See file dsdata.pdf to determine how the superseded data were derived.
 GH0299
 GH0299_MARKER: DB = BENCH MARK DISK
 GH0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0299_STAMPING: X 46 1934
 GH0299_MARK LOGO: CGS
 GH0299_PROJECTION: FLUSH
 GH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0299+STABILITY: SURFACE MOTION
 GH0299
 GH0299  HISTORY     - Date     Condition        Report By
 GH0299  HISTORY     - 1934     MONUMENTED       CGS
 GH0299
 GH0299                          STATION DESCRIPTION
 GH0299
 GH0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0299'5 MI W FROM PERRY.
 GH0299'5.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0299'THE CITY PARK AT PERRY, NOBLE COUNTY, 177 FEET EAST OF MILEPOST
 GH0299'514, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 15 FEET
 GH0299'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X
 GH0299'46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0151 ***********************************************************************
 GH0151  DESIGNATION -  X 47
 GH0151  PID         -  GH0151
 GH0151  STATE/COUNTY-  OK/PAWNEE
 GH0151  COUNTRY     -  US
 GH0151  USGS QUAD   -  CASEY (2018)
 GH0151
 GH0151                         *CURRENT SURVEY CONTROL
 GH0151  ______________________________________________________________________
 GH0151* NAD 83(1986) POSITION- 36 17 47.     (N) 096 42 46.     (W)   SCALED
 GH0151* NAVD 88 ORTHO HEIGHT -   257.859 (meters)      845.99  (feet) ADJUSTED
 GH0151  ______________________________________________________________________
 GH0151  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 GH0151  DYNAMIC HEIGHT  -        257.634 (meters)      845.25  (feet) COMP
 GH0151  MODELED GRAVITY -    979,754.1   (mgal)                       NAVD 88
 GH0151
 GH0151  VERT ORDER      -  SECOND    CLASS 0
 GH0151
 GH0151.The horizontal coordinates were scaled from a map and have
 GH0151.an estimated accuracy of +/- 6 seconds.
 GH0151
 GH0151.The orthometric height was determined by differential leveling and
 GH0151.adjusted by the NATIONAL GEODETIC SURVEY
 GH0151.in June 1991.
 GH0151
 GH0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0151.GEOID18 height accuracy estimate available here.
 GH0151
 GH0151.Click photographs - Photos may exist for this station.
 GH0151
 GH0151.The dynamic height is computed by dividing the NAVD 88
 GH0151.geopotential number by the normal gravity value computed on the
 GH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0151.degrees latitude (g = 980.6199 gals.).
 GH0151
 GH0151.The modeled gravity was interpolated from observed gravity values.
 GH0151
 GH0151;                    North         East    Units  Estimated Accuracy
 GH0151;SPC OK N     -   144,610.      715,620.      MT  (+/- 180 meters Scaled)
 GH0151
 GH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF053192(NAD 83)
 GH0151
 GH0151                          SUPERSEDED SURVEY CONTROL
 GH0151
 GH0151  NGVD 29 (??/??/92)  257.752  (m)          845.64   (f) ADJ UNCH    2 0
 GH0151
 GH0151.Superseded values are not recommended for survey control.
 GH0151
 GH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0151.See file dsdata.pdf to determine how the superseded data were derived.
 GH0151
 GH0151_MARKER: DB = BENCH MARK DISK
 GH0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GH0151_SP_SET: BOX CULVERT
 GH0151_STAMPING: X 47 1934
 GH0151_MARK LOGO: CGS
 GH0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0151+STABILITY: SURFACE MOTION
 GH0151
 GH0151  HISTORY     - Date     Condition        Report By
 GH0151  HISTORY     - 1934     MONUMENTED       CGS
 GH0151
 GH0151                          STATION DESCRIPTION
 GH0151
 GH0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0151'AT CASEY.
 GH0151'AT CASEY, PAWNEE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 GH0151'156 FEET SOUTH OF THE JUNCTION WITH THE ST. LOUIS-SAN FRANCISO
 GH0151'RAILWAY, 15 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 GH0151'AND IN THE TOP OF CONCRETE BOX CULVERT 58 A.  A STANDARD DISK,
 GH0151'STAMPED X 47 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0143 ***********************************************************************
 FJ0143  DESIGNATION -  X 48
 FJ0143  PID         -  FJ0143
 FJ0143  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0143  COUNTRY     -  US
 FJ0143  USGS QUAD   -  AYDELOTTE (2018)
 FJ0143
 FJ0143                         *CURRENT SURVEY CONTROL
 FJ0143  ______________________________________________________________________
 FJ0143* NAD 83(1986) POSITION- 35 24 19.     (N) 096 54 58.     (W)   SCALED
 FJ0143* NAVD 88 ORTHO HEIGHT -   300.108 (meters)      984.60  (feet) ADJUSTED
 FJ0143  ______________________________________________________________________
 FJ0143  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 FJ0143  DYNAMIC HEIGHT  -        299.824 (meters)      983.67  (feet) COMP
 FJ0143  MODELED GRAVITY -    979,681.0   (mgal)                       NAVD 88
 FJ0143
 FJ0143  VERT ORDER      -  SECOND    CLASS 0
 FJ0143
 FJ0143.The horizontal coordinates were scaled from a map and have
 FJ0143.an estimated accuracy of +/- 6 seconds.
 FJ0143
 FJ0143.The orthometric height was determined by differential leveling and
 FJ0143.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0143.in June 1991.
 FJ0143
 FJ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0143.GEOID18 height accuracy estimate available here.
 FJ0143
 FJ0143.Click photographs - Photos may exist for this station.
 FJ0143
 FJ0143.The dynamic height is computed by dividing the NAVD 88
 FJ0143.geopotential number by the normal gravity value computed on the
 FJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0143.degrees latitude (g = 980.6199 gals.).
 FJ0143
 FJ0143.The modeled gravity was interpolated from observed gravity values.
 FJ0143
 FJ0143;                    North         East    Units  Estimated Accuracy
 FJ0143;SPC OK S     -   230,370.      698,460.      MT  (+/- 180 meters Scaled)
 FJ0143
 FJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE892199(NAD 83)
 FJ0143
 FJ0143                          SUPERSEDED SURVEY CONTROL
 FJ0143
 FJ0143  NGVD 29 (??/??/92)  300.021  (m)          984.32   (f) ADJ UNCH    2 0
 FJ0143
 FJ0143.Superseded values are not recommended for survey control.
 FJ0143
 FJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0143.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0143
 FJ0143_MARKER: DB = BENCH MARK DISK
 FJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0143_STAMPING: X 48 1934
 FJ0143_MARK LOGO: CGS
 FJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0143+STABILITY: SURFACE MOTION
 FJ0143
 FJ0143  HISTORY     - Date     Condition        Report By
 FJ0143  HISTORY     - 1934     MONUMENTED       CGS
 FJ0143  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0143
 FJ0143                          STATION DESCRIPTION
 FJ0143
 FJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0143'5.4 MI N FROM SHAWNEE.
 FJ0143'ABOUT 5.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FJ0143'RAILWAY FROM THE STATION AT SHAWNEE, POTTAWATOMIE COUNTY, ABOUT
 FJ0143'0.6 MILE SOUTH OF MILEPOST 126, 32 FEET NORTH OF AN EAST-AND-WEST
 FJ0143'SECTION-LINE ROAD, AND ABOUT 30 FEET EAST OF THE CENTER LINE OF
 FJ0143'THE TRACK.  A STANDARD DISK, STAMPED X 48 1934 AND SET IN THE
 FJ0143'TOP OF A CONCRETE POST.  NOTE-- POSITION WOULD NOW PUT BM IN FIELD
 FJ0143'ROAD.
 FJ0143
 FJ0143                          STATION RECOVERY (1964)
 FJ0143
 FJ0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0143'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0144 ***********************************************************************
 GH0144  DESIGNATION -  X 49
 GH0144  PID         -  GH0144
 GH0144  STATE/COUNTY-  OK/PAYNE
 GH0144  COUNTRY     -  US
 GH0144  USGS QUAD   -  YALE (2018)
 GH0144
 GH0144                         *CURRENT SURVEY CONTROL
 GH0144  ______________________________________________________________________
 GH0144* NAD 83(1986) POSITION- 36 06 46.64   (N) 096 41 57.53   (W)   HD_HELD1
 GH0144* NAVD 88 ORTHO HEIGHT -   245.063 (meters)      804.01  (feet) ADJUSTED
 GH0144  ______________________________________________________________________
 GH0144  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GH0144  DYNAMIC HEIGHT  -        244.846 (meters)      803.30  (feet) COMP
 GH0144  MODELED GRAVITY -    979,742.7   (mgal)                       NAVD 88
 GH0144
 GH0144  VERT ORDER      -  SECOND    CLASS 0
 GH0144
 GH0144.The horizontal coordinates were determined by differentially corrected
 GH0144.hand held GPS observations or other comparable positioning techniques
 GH0144.and have an estimated accuracy of +/- 3 meters.
 GH0144
 GH0144.The orthometric height was determined by differential leveling and
 GH0144.adjusted by the NATIONAL GEODETIC SURVEY
 GH0144.in June 1991.
 GH0144
 GH0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0144.GEOID18 height accuracy estimate available here.
 GH0144
 GH0144.Click photographs - Photos may exist for this station.
 GH0144
 GH0144.The dynamic height is computed by dividing the NAVD 88
 GH0144.geopotential number by the normal gravity value computed on the
 GH0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0144.degrees latitude (g = 980.6199 gals.).
 GH0144
 GH0144.The modeled gravity was interpolated from observed gravity values.
 GH0144
 GH0144;                    North         East    Units  Estimated Accuracy
 GH0144;SPC OK N     -   124,269.9     717,097.3     MT  (+/- 3 meters HH1 GPS) 
 GH0144
 GH0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0707698928(NAD 83)
 GH0144
 GH0144                          SUPERSEDED SURVEY CONTROL
 GH0144
 GH0144  NGVD 29 (??/??/92)  244.967  (m)          803.70   (f) ADJ UNCH    2 0
 GH0144
 GH0144.Superseded values are not recommended for survey control.
 GH0144
 GH0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0144.See file dsdata.pdf to determine how the superseded data were derived.
 GH0144
 GH0144_MARKER: DB = BENCH MARK DISK
 GH0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0144_SP_SET: BRIDGE PARAPET
 GH0144_STAMPING: X 49 1934
 GH0144_MARK LOGO: CGS
 GH0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0144+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 GH0144
 GH0144  HISTORY     - Date     Condition        Report By
 GH0144  HISTORY     - 1934     MONUMENTED       CGS
 GH0144  HISTORY     - 20090601 GOOD             OKDOT
 GH0144
 GH0144                          STATION DESCRIPTION
 GH0144
 GH0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0144'AT YALE.
 GH0144'AT YALE IN THE TOP OF THE SOUTHEAST CORNER OF CONCRETE PARAPET
 GH0144'OF MAIN STREET BRIDGE OF SMALL STREAM.  50 FEET EAST OF THE
 GH0144'CENTERLINE OF MAIN STREET.  3 FEET ABOVE THE SIDEWALK.
 GH0144
 GH0144                          STATION RECOVERY (2009)
 GH0144
 GH0144'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0574 ***********************************************************************
 FH0574  DESIGNATION -  X 5
 FH0574  PID         -  FH0574
 FH0574  STATE/COUNTY-  OK/HASKELL
 FH0574  COUNTRY     -  US
 FH0574  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0574
 FH0574                         *CURRENT SURVEY CONTROL
 FH0574  ______________________________________________________________________
 FH0574* NAD 83(1986) POSITION- 35 07 20.     (N) 095 16 01.     (W)   SCALED
 FH0574* NAVD 88 ORTHO HEIGHT -   171.272 (meters)      561.91  (feet) ADJUSTED
 FH0574  ______________________________________________________________________
 FH0574  GEOID HEIGHT    -        -30.831 (meters)                     GEOID18
 FH0574  DYNAMIC HEIGHT  -        171.102 (meters)      561.36  (feet) COMP
 FH0574  MODELED GRAVITY -    979,639.0   (mgal)                       NAVD 88
 FH0574
 FH0574  VERT ORDER      -  FIRST     CLASS II
 FH0574
 FH0574.The horizontal coordinates were scaled from a map and have
 FH0574.an estimated accuracy of +/- 6 seconds.
 FH0574
 FH0574.The orthometric height was determined by differential leveling and
 FH0574.adjusted by the NATIONAL GEODETIC SURVEY
 FH0574.in June 1991.
 FH0574
 FH0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0574.GEOID18 height accuracy estimate available here.
 FH0574
 FH0574.Click photographs - Photos may exist for this station.
 FH0574
 FH0574.The dynamic height is computed by dividing the NAVD 88
 FH0574.geopotential number by the normal gravity value computed on the
 FH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0574.degrees latitude (g = 980.6199 gals.).
 FH0574
 FH0574.The modeled gravity was interpolated from observed gravity values.
 FH0574
 FH0574;                    North         East    Units  Estimated Accuracy
 FH0574;SPC OK S     -   201,810.      849,090.      MT  (+/- 180 meters Scaled)
 FH0574
 FH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU934889(NAD 83)
 FH0574
 FH0574                          SUPERSEDED SURVEY CONTROL
 FH0574
 FH0574  NGVD 29 (??/??/92)  171.160  (m)          561.55   (f) ADJ UNCH    1 2
 FH0574
 FH0574.Superseded values are not recommended for survey control.
 FH0574
 FH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0574.See file dsdata.pdf to determine how the superseded data were derived.
 FH0574
 FH0574_MARKER: DB = BENCH MARK DISK
 FH0574_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0574_STAMPING: 561.547 X 5 1933
 FH0574_MARK LOGO: CGS
 FH0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0574
 FH0574  HISTORY     - Date     Condition        Report By
 FH0574  HISTORY     - 1933     MONUMENTED       CGS
 FH0574  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0574
 FH0574                          STATION DESCRIPTION
 FH0574
 FH0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0574'1.5 MI W FROM KINTA.
 FH0574'1.5 MILES WEST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0574'RAILWAY FROM KINTA, HASKELL COUNTY, 36.5 FEET NORTH OF THE
 FH0574'OLD ROADBED, 57 FEET WEST OF THE CENTERLINE OF A DRIVE LEADING
 FH0574'TO A PUMPING STATION OF THE OKLAHOMA PIPE LINE CO, AND SET IN
 FH0574'THE TOP OF A CONCRETE POST.  NOTE-- THE PRESENT LOCATION OF THE
 FH0574'HIGHWAY IS LOCATED AS POSITION GIVEN FOR THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0190 ***********************************************************************
 GH0190  DESIGNATION -  X 50
 GH0190  PID         -  GH0190
 GH0190  STATE/COUNTY-  OK/KAY
 GH0190  COUNTRY     -  US
 GH0190  USGS QUAD   -  UNCAS (2018)
 GH0190
 GH0190                         *CURRENT SURVEY CONTROL
 GH0190  ______________________________________________________________________
 GH0190* NAD 83(1986) POSITION- 36 46 24.     (N) 096 53 19.     (W)   SCALED
 GH0190* NAVD 88 ORTHO HEIGHT -   301.119 (meters)      987.92  (feet) ADJUSTED
 GH0190  ______________________________________________________________________
 GH0190  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 GH0190  DYNAMIC HEIGHT  -        300.860 (meters)      987.07  (feet) COMP
 GH0190  MODELED GRAVITY -    979,766.2   (mgal)                       NAVD 88
 GH0190
 GH0190  VERT ORDER      -  SECOND    CLASS 0
 GH0190
 GH0190.The horizontal coordinates were scaled from a map and have
 GH0190.an estimated accuracy of +/- 6 seconds.
 GH0190
 GH0190.The orthometric height was determined by differential leveling and
 GH0190.adjusted by the NATIONAL GEODETIC SURVEY
 GH0190.in June 1991.
 GH0190
 GH0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0190.GEOID18 height accuracy estimate available here.
 GH0190
 GH0190.Click photographs - Photos may exist for this station.
 GH0190
 GH0190.The dynamic height is computed by dividing the NAVD 88
 GH0190.geopotential number by the normal gravity value computed on the
 GH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0190.degrees latitude (g = 980.6199 gals.).
 GH0190
 GH0190.The modeled gravity was interpolated from observed gravity values.
 GH0190
 GH0190;                    North         East    Units  Estimated Accuracy
 GH0190;SPC OK N     -   197,330.      699,220.      MT  (+/- 180 meters Scaled)
 GH0190
 GH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF884718(NAD 83)
 GH0190
 GH0190                          SUPERSEDED SURVEY CONTROL
 GH0190
 GH0190  NGVD 29 (??/??/92)  300.997  (m)          987.52   (f) ADJ UNCH    2 0
 GH0190
 GH0190.Superseded values are not recommended for survey control.
 GH0190
 GH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0190.See file dsdata.pdf to determine how the superseded data were derived.
 GH0190
 GH0190_MARKER: DB = BENCH MARK DISK
 GH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0190_STAMPING: 987.521 X 50 1934
 GH0190_MARK LOGO: CGS
 GH0190_PROJECTION: PROJECTING 13 CENTIMETERS
 GH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0190+STABILITY: SURFACE MOTION
 GH0190
 GH0190  HISTORY     - Date     Condition        Report By
 GH0190  HISTORY     - 1934     MONUMENTED       CGS
 GH0190  HISTORY     - 1940     GOOD             CGS
 GH0190  HISTORY     - 20220830 MARK NOT FOUND   OKDOT
 GH0190
 GH0190                          STATION DESCRIPTION
 GH0190
 GH0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0190'3 MI NW FROM KAW.
 GH0190'ABOUT 3.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0190'FE RAILWAY FROM THE STATION AT KAW, KAY COUNTY, 48 FEET WEST
 GH0190'OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 42 FEET NORTHWEST OF A
 GH0190'CROSSING SIGNBOARD, 63 FEET NORTH OF THE CENTER LINE OF THE
 GH0190'TRACK, AND 4 FEET EAST OF A FENCE CORNER.  A STANDARD DISK,
 GH0190'STAMPED 987.521 X 50 1934 AND SET IN THE TOP OF A CONCRETE
 GH0190'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 GH0190
 GH0190                          STATION RECOVERY (1940)
 GH0190
 GH0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0190'RECOVERED IN GOOD CONDITION.
 GH0190
 GH0190                          STATION RECOVERY (2022)
 GH0190
 GH0190'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GH0190'UNDER A LAKE IF STILL THERE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0225 ***********************************************************************
 EL0225  DESIGNATION -  X 56
 EL0225  PID         -  EL0225
 EL0225  STATE/COUNTY-  OK/PONTOTOC
 EL0225  COUNTRY     -  US
 EL0225  USGS QUAD   -  ROFF NORTH (2018)
 EL0225
 EL0225                         *CURRENT SURVEY CONTROL
 EL0225  ______________________________________________________________________
 EL0225* NAD 83(1986) POSITION- 34 37 36.     (N) 096 50 52.     (W)   SCALED
 EL0225* NAVD 88 ORTHO HEIGHT -   374.020 (meters)     1227.10  (feet) ADJUSTED
 EL0225  ______________________________________________________________________
 EL0225  GEOID HEIGHT    -        -25.593 (meters)                     GEOID18
 EL0225  DYNAMIC HEIGHT  -        373.649 (meters)     1225.88  (feet) COMP
 EL0225  MODELED GRAVITY -    979,631.8   (mgal)                       NAVD 88
 EL0225
 EL0225  VERT ORDER      -  SECOND    CLASS 0
 EL0225
 EL0225.The horizontal coordinates were scaled from a map and have
 EL0225.an estimated accuracy of +/- 6 seconds.
 EL0225
 EL0225.The orthometric height was determined by differential leveling and
 EL0225.adjusted by the NATIONAL GEODETIC SURVEY
 EL0225.in June 1991.
 EL0225
 EL0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0225.GEOID18 height accuracy estimate available here.
 EL0225
 EL0225.Click photographs - Photos may exist for this station.
 EL0225
 EL0225.The dynamic height is computed by dividing the NAVD 88
 EL0225.geopotential number by the normal gravity value computed on the
 EL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0225.degrees latitude (g = 980.6199 gals.).
 EL0225
 EL0225.The modeled gravity was interpolated from observed gravity values.
 EL0225
 EL0225;                    North         East    Units  Estimated Accuracy
 EL0225;SPC OK S     -   144,060.      705,650.      MT  (+/- 180 meters Scaled)
 EL0225
 EL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD972337(NAD 83)
 EL0225
 EL0225                          SUPERSEDED SURVEY CONTROL
 EL0225
 EL0225  NGVD 29 (??/??/92)  373.925  (m)         1226.79   (f) ADJ UNCH    2 0
 EL0225
 EL0225.Superseded values are not recommended for survey control.
 EL0225
 EL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0225.See file dsdata.pdf to determine how the superseded data were derived.
 EL0225
 EL0225_MARKER: DB = BENCH MARK DISK
 EL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0225_STAMPING: X 56 1934
 EL0225_MARK LOGO: CGS
 EL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0225+STABILITY: SURFACE MOTION
 EL0225
 EL0225  HISTORY     - Date     Condition        Report By
 EL0225  HISTORY     - 1934     MONUMENTED       CGS
 EL0225
 EL0225                          STATION DESCRIPTION
 EL0225
 EL0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0225'AT ROFF.
 EL0225'300 FEET SOUTHWEST OF MILE POLE 563/10.  105 FEET WEST OF TICKET
 EL0225'OFFICE OF ST. LOUIS AND SAN FRANCISCO RAILWAY STATION AT ROFF.
 EL0225'84 FEET WEST OF NEAREST RAIL OF MAIN TRACK.  75 FEET SOUTHWEST
 EL0225'OF RAILWAY WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0055 ***********************************************************************
 FJ0055  DESIGNATION -  X 57
 FJ0055  PID         -  FJ0055
 FJ0055  STATE/COUNTY-  OK/HUGHES
 FJ0055  COUNTRY     -  US
 FJ0055  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0055
 FJ0055                         *CURRENT SURVEY CONTROL
 FJ0055  ______________________________________________________________________
 FJ0055* NAD 83(1986) POSITION- 35 00 54.     (N) 096 26 23.     (W)   SCALED
 FJ0055* NAVD 88 ORTHO HEIGHT -   249.855 (meters)      819.73  (feet) ADJUSTED
 FJ0055  ______________________________________________________________________
 FJ0055  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 FJ0055  DYNAMIC HEIGHT  -        249.612 (meters)      818.94  (feet) COMP
 FJ0055  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 FJ0055
 FJ0055  VERT ORDER      -  SECOND    CLASS 0
 FJ0055
 FJ0055.The horizontal coordinates were scaled from a map and have
 FJ0055.an estimated accuracy of +/- 6 seconds.
 FJ0055
 FJ0055.The orthometric height was determined by differential leveling and
 FJ0055.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0055.in June 1991.
 FJ0055
 FJ0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0055.GEOID18 height accuracy estimate available here.
 FJ0055
 FJ0055.Click photographs - Photos may exist for this station.
 FJ0055
 FJ0055.The dynamic height is computed by dividing the NAVD 88
 FJ0055.geopotential number by the normal gravity value computed on the
 FJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0055.degrees latitude (g = 980.6199 gals.).
 FJ0055
 FJ0055.The modeled gravity was interpolated from observed gravity values.
 FJ0055
 FJ0055;                    North         East    Units  Estimated Accuracy
 FJ0055;SPC OK S     -   187,640.      742,400.      MT  (+/- 180 meters Scaled)
 FJ0055
 FJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD336777(NAD 83)
 FJ0055
 FJ0055                          SUPERSEDED SURVEY CONTROL
 FJ0055
 FJ0055  NGVD 29 (??/??/92)  249.748  (m)          819.38   (f) ADJ UNCH    2 0
 FJ0055
 FJ0055.Superseded values are not recommended for survey control.
 FJ0055
 FJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0055.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0055
 FJ0055_MARKER: DB = BENCH MARK DISK
 FJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0055_STAMPING: X 57 1934
 FJ0055_MARK LOGO: CGS
 FJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0055+STABILITY: SURFACE MOTION
 FJ0055
 FJ0055  HISTORY     - Date     Condition        Report By
 FJ0055  HISTORY     - 1934     MONUMENTED       CGS
 FJ0055
 FJ0055                          STATION DESCRIPTION
 FJ0055
 FJ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0055'AT SPALDING.
 FJ0055'AT SPALDING 450 FEET SOUTH OF MILE POST 525.  165 FEET NORTH
 FJ0055'OF SAINT LOUIS AND SAN FRANCISCO RAILWAY STATION AT SPALDING.
 FJ0055'45 FEET WEST OF THE NEAREST RAIL OF THE MAIN TRACK.  OPPOSITE
 FJ0055'THE STOCKYARDS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0365 ***********************************************************************
 EL0365  DESIGNATION -  X 58 RESET
 EL0365  PID         -  EL0365
 EL0365  STATE/COUNTY-  OK/POTTAWATOMIE
 EL0365  COUNTRY     -  US
 EL0365  USGS QUAD   -  WANETTE (2018)
 EL0365
 EL0365                         *CURRENT SURVEY CONTROL
 EL0365  ______________________________________________________________________
 EL0365* NAD 83(1986) POSITION- 34 57 50.     (N) 097 02 11.     (W)   SCALED
 EL0365* NAVD 88 ORTHO HEIGHT -   298.07  (meters)      977.9   (feet) RESET
 EL0365  ______________________________________________________________________
 EL0365  GEOID HEIGHT    -        -26.182 (meters)                     GEOID18
 EL0365  VERT ORDER      -  THIRD
 EL0365
 EL0365.The horizontal coordinates were scaled from a map and have
 EL0365.an estimated accuracy of +/- 6 seconds.
 EL0365
 EL0365.The orthometric height was computed from unverified reset data.
 EL0365
 EL0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0365.GEOID18 height accuracy estimate available here.
 EL0365
 EL0365.Click photographs - Photos may exist for this station.
 EL0365
 EL0365;                    North         East    Units  Estimated Accuracy
 EL0365;SPC OK S     -   181,290.      688,000.      MT  (+/- 180 meters Scaled)
 EL0365
 EL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD792707(NAD 83)
 EL0365
 EL0365                          SUPERSEDED SURVEY CONTROL
 EL0365
 EL0365.No superseded survey control is available for this station.
 EL0365
 EL0365_MARKER: DB = BENCH MARK DISK
 EL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0365_STAMPING: X 58 RESET 1948
 EL0365_MARK LOGO: CGS
 EL0365_PROJECTION: PROJECTING 79 CENTIMETERS
 EL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0365+STABILITY: SURFACE MOTION
 EL0365
 EL0365  HISTORY     - Date     Condition        Report By
 EL0365  HISTORY     - 1948     MONUMENTED       CGS
 EL0365  HISTORY     - 1963     GOOD             USGS
 EL0365
 EL0365                          STATION DESCRIPTION
 EL0365
 EL0365'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EL0365'AT WANETTE.
 EL0365'AT WANETTE, T. 6 N., R. 3 E., NEAR 1/4 COR. BETWEEN SECS. 25 AND
 EL0365'30, 640 FT. NORTH OF NORTH END OF R.R. STATIOIN, 707 FT. NORTH OF
 EL0365'CENTERLINE STREET WEST TO R.R. STATION, 51 FT. WEST CENTERLINE R.R.
 EL0365'TRACKS, 60 FT. SOUTHWEST OF TELEGRAPH POLE, IN CONC. POST PROJECTING
 EL0365'2.6 FT., STANDARD DISK STAMPED X-58 RESET 1948 PAINTED BM
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0490 ***********************************************************************
 FH0490  DESIGNATION -  X 59
 FH0490  PID         -  FH0490
 FH0490  STATE/COUNTY-  OK/MUSKOGEE
 FH0490  COUNTRY     -  US
 FH0490  USGS QUAD   -  BRAGGS (2018)
 FH0490
 FH0490                         *CURRENT SURVEY CONTROL
 FH0490  ______________________________________________________________________
 FH0490* NAD 83(1986) POSITION- 35 39 57.34   (N) 095 12 05.08   (W)   HD_HELD1
 FH0490* NAVD 88 ORTHO HEIGHT -   169.820 (meters)      557.15  (feet) ADJUSTED
 FH0490  ______________________________________________________________________
 FH0490  GEOID HEIGHT    -        -29.520 (meters)                     GEOID18
 FH0490  DYNAMIC HEIGHT  -        169.666 (meters)      556.65  (feet) COMP
 FH0490  MODELED GRAVITY -    979,720.4   (mgal)                       NAVD 88
 FH0490
 FH0490  VERT ORDER      -  SECOND    CLASS 0
 FH0490
 FH0490.The horizontal coordinates were determined by differentially corrected
 FH0490.hand held GPS observations or other comparable positioning techniques
 FH0490.and have an estimated accuracy of +/- 3 meters.
 FH0490
 FH0490.The orthometric height was determined by differential leveling and
 FH0490.adjusted by the NATIONAL GEODETIC SURVEY
 FH0490.in June 1991.
 FH0490
 FH0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0490.GEOID18 height accuracy estimate available here.
 FH0490
 FH0490.Click photographs - Photos may exist for this station.
 FH0490
 FH0490.The dynamic height is computed by dividing the NAVD 88
 FH0490.geopotential number by the normal gravity value computed on the
 FH0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0490.degrees latitude (g = 980.6199 gals.).
 FH0490
 FH0490.The modeled gravity was interpolated from observed gravity values.
 FH0490
 FH0490;                    North         East    Units  Estimated Accuracy
 FH0490;SPC OK N     -    77,538.4     853,351.7     MT  (+/- 3 meters HH1 GPS) 
 FH0490
 FH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0074249128(NAD 83)
 FH0490
 FH0490                          SUPERSEDED SURVEY CONTROL
 FH0490
 FH0490  NGVD 29 (??/??/92)  169.694  (m)          556.74   (f) ADJ UNCH    2 0
 FH0490
 FH0490.Superseded values are not recommended for survey control.
 FH0490
 FH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0490.See file dsdata.pdf to determine how the superseded data were derived.
 FH0490
 FH0490_MARKER: DB = BENCH MARK DISK
 FH0490_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0490_SP_SET: BOX CULVERT
 FH0490_STAMPING: X 59 1934
 FH0490_MARK LOGO: CGS
 FH0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0490+STABILITY: SURFACE MOTION
 FH0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0490+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 FH0490
 FH0490  HISTORY     - Date     Condition        Report By
 FH0490  HISTORY     - 1934     MONUMENTED       CGS
 FH0490  HISTORY     - 1960     GOOD             CGS
 FH0490  HISTORY     - 20061116 GOOD             TERRSV
 FH0490  HISTORY     - 20180815 GOOD             OKDOT
 FH0490
 FH0490                          STATION DESCRIPTION
 FH0490
 FH0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0490'0.2 MI NW FROM BRAGGS.
 FH0490'0.2 MILE NORTH OF MISSOURI-PACIFIC RAILROAD STATION AT BRAGGS.
 FH0490'0.15 MILE NORTH OF MILE POLE 557/20.  24 FEET EAST OF NEAREST
 FH0490'RAIL OF TRACK.  ON EAST SIDE OF CONCRETE BOX CULVERT.
 FH0490
 FH0490                          STATION RECOVERY (1960)
 FH0490
 FH0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0490'RECOVERED IN GOOD CONDITION.
 FH0490
 FH0490                          STATION RECOVERY (2006)
 FH0490
 FH0490'RECOVERY NOTE BY TERRA SURV 2006 (JVH)
 FH0490'THE MARK IS LOCATED IN THE CENTER OF THE CULVERT HEADWALL, CENTERED
 FH0490'OVER THE CENTER PIER.
 FH0490
 FH0490                          STATION RECOVERY (2018)
 FH0490
 FH0490'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SH)
 FH0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0037 ***********************************************************************
 FJ0037  DESIGNATION -  X 6
 FJ0037  PID         -  FJ0037
 FJ0037  STATE/COUNTY-  OK/OKFUSKEE
 FJ0037  COUNTRY     -  US
 FJ0037  USGS QUAD   -  DUSTIN (2018)
 FJ0037
 FJ0037                         *CURRENT SURVEY CONTROL
 FJ0037  ______________________________________________________________________
 FJ0037* NAD 83(1986) POSITION- 35 19 42.     (N) 096 06 15.     (W)   SCALED
 FJ0037* NAVD 88 ORTHO HEIGHT -   209.238 (meters)      686.48  (feet) ADJUSTED
 FJ0037  ______________________________________________________________________
 FJ0037  GEOID HEIGHT    -        -28.914 (meters)                     GEOID18
 FJ0037  DYNAMIC HEIGHT  -        209.038 (meters)      685.82  (feet) COMP
 FJ0037  MODELED GRAVITY -    979,675.3   (mgal)                       NAVD 88
 FJ0037
 FJ0037  VERT ORDER      -  FIRST     CLASS II
 FJ0037
 FJ0037.The horizontal coordinates were scaled from a map and have
 FJ0037.an estimated accuracy of +/- 6 seconds.
 FJ0037
 FJ0037.The orthometric height was determined by differential leveling and
 FJ0037.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0037.in June 1991.
 FJ0037
 FJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0037.GEOID18 height accuracy estimate available here.
 FJ0037
 FJ0037.Click photographs - Photos may exist for this station.
 FJ0037
 FJ0037.The dynamic height is computed by dividing the NAVD 88
 FJ0037.geopotential number by the normal gravity value computed on the
 FJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0037.degrees latitude (g = 980.6199 gals.).
 FJ0037
 FJ0037.The modeled gravity was interpolated from observed gravity values.
 FJ0037
 FJ0037;                    North         East    Units  Estimated Accuracy
 FJ0037;SPC OK N     -    38,110.      772,370.      MT  (+/- 180 meters Scaled)
 FJ0037
 FJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE632133(NAD 83)
 FJ0037
 FJ0037                          SUPERSEDED SURVEY CONTROL
 FJ0037
 FJ0037  NGVD 29 (??/??/92)  209.127  (m)          686.11   (f) ADJ UNCH    1 2
 FJ0037
 FJ0037.Superseded values are not recommended for survey control.
 FJ0037
 FJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0037
 FJ0037_MARKER: DB = BENCH MARK DISK
 FJ0037_STAMPING: X 6 1933
 FJ0037_MARK LOGO: CGS
 FJ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0037
 FJ0037  HISTORY     - Date     Condition        Report By
 FJ0037  HISTORY     - 1933     MONUMENTED       CGS
 FJ0037  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0037
 FJ0037                          STATION DESCRIPTION
 FJ0037
 FJ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0037'1.8 MI SE FROM WELEETKA.
 FJ0037'1.8 MILES S.E. OF WELEETKA ON THE FT. SMITH AND W.R.R., MILE
 FJ0037'POLE NO 116 PLUS 9 POLES, 32 RAIL LENGTHS S.E. OF BRIDGE NO
 FJ0037'116.6, 3 RAIL LENGTHS S.E. OF A GRADE CROSSING, AND 48 FEET
 FJ0037'N.E. OF THE RAILROAD.
 FJ0037
 FJ0037                          STATION RECOVERY (1964)
 FJ0037
 FJ0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0048 ***********************************************************************
 DN0048  DESIGNATION -  X 61
 DN0048  PID         -  DN0048
 DN0048  STATE/COUNTY-  OK/BRYAN
 DN0048  COUNTRY     -  US
 DN0048  USGS QUAD   -  ROBERTA (2018)
 DN0048
 DN0048                         *CURRENT SURVEY CONTROL
 DN0048  ______________________________________________________________________
 DN0048* NAD 83(1986) POSITION- 33 59 26.     (N) 096 16 04.     (W)   SCALED
 DN0048* NAVD 88 ORTHO HEIGHT -   180.993 (meters)      593.81  (feet) ADJUSTED
 DN0048  ______________________________________________________________________
 DN0048  GEOID HEIGHT    -        -26.683 (meters)                     GEOID18
 DN0048  DYNAMIC HEIGHT  -        180.807 (meters)      593.20  (feet) COMP
 DN0048  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 DN0048
 DN0048  VERT ORDER      -  FIRST     CLASS II
 DN0048
 DN0048.The horizontal coordinates were scaled from a map and have
 DN0048.an estimated accuracy of +/- 6 seconds.
 DN0048
 DN0048.The orthometric height was determined by differential leveling and
 DN0048.adjusted by the NATIONAL GEODETIC SURVEY
 DN0048.in June 1991.
 DN0048
 DN0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0048.GEOID18 height accuracy estimate available here.
 DN0048
 DN0048.Click photographs - Photos may exist for this station.
 DN0048
 DN0048.The dynamic height is computed by dividing the NAVD 88
 DN0048.geopotential number by the normal gravity value computed on the
 DN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0048.degrees latitude (g = 980.6199 gals.).
 DN0048
 DN0048.The modeled gravity was interpolated from observed gravity values.
 DN0048
 DN0048;                    North         East    Units  Estimated Accuracy
 DN0048;SPC OK S     -    74,280.      760,040.      MT  (+/- 180 meters Scaled)
 DN0048
 DN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC523644(NAD 83)
 DN0048
 DN0048                          SUPERSEDED SURVEY CONTROL
 DN0048
 DN0048  NGVD 29 (??/??/92)  180.932  (m)          593.61   (f) ADJ UNCH    1 2
 DN0048
 DN0048.Superseded values are not recommended for survey control.
 DN0048
 DN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0048.See file dsdata.pdf to determine how the superseded data were derived.
 DN0048
 DN0048_MARKER: DB = BENCH MARK DISK
 DN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0048_STAMPING: X 61 1934
 DN0048_MARK LOGO: CGS
 DN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0048+STABILITY: SURFACE MOTION
 DN0048
 DN0048  HISTORY     - Date     Condition        Report By
 DN0048  HISTORY     - 1934     MONUMENTED       CGS
 DN0048  HISTORY     - 1975     MARK NOT FOUND   USGS
 DN0048  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0048
 DN0048                          STATION DESCRIPTION
 DN0048
 DN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0048'3.7 MI W FROM BLUE.
 DN0048'3.7 MILES WEST OF BLUE ST. L. AND S.F. RR DEPOT.  4 FEET SOUTH OF MILE
 DN0048'POST 604/10.  200 FEET EAST OF PIRTLE STATION ON ST. LOUIS AND SAN
 DN0048'FRANCISCO RR.  1/2 MILE NORTH OF U. S. HIGHWAY 70.  30 FEET NORTH OF
 DN0048'ST. L. AND S.F. RR TRACK AT CROSSING OF COUNTY ROAD.
 DN0048
 DN0048                          STATION RECOVERY (1975)
 DN0048
 DN0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DN0048'MARK NOT FOUND.
 DN0048
 DN0048                          STATION RECOVERY (1986)
 DN0048
 DN0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0329 ***********************************************************************
 GG0329  DESIGNATION -  X 61
 GG0329  PID         -  GG0329
 GG0329  STATE/COUNTY-  OK/MAYES
 GG0329  COUNTRY     -  US
 GG0329  USGS QUAD   -  ROCKY POINT (2018)
 GG0329
 GG0329                         *CURRENT SURVEY CONTROL
 GG0329  ______________________________________________________________________
 GG0329* NAD 83(1986) POSITION- 36 06 26.     (N) 095 21 43.     (W)   SCALED
 GG0329* NAVD 88 ORTHO HEIGHT -   188.397 (meters)      618.10  (feet) ADJUSTED
 GG0329  ______________________________________________________________________
 GG0329  GEOID HEIGHT    -        -29.196 (meters)                     GEOID18
 GG0329  DYNAMIC HEIGHT  -        188.232 (meters)      617.56  (feet) COMP
 GG0329  MODELED GRAVITY -    979,755.6   (mgal)                       NAVD 88
 GG0329
 GG0329  VERT ORDER      -  SECOND    CLASS 0
 GG0329
 GG0329.The horizontal coordinates were scaled from a map and have
 GG0329.an estimated accuracy of +/- 6 seconds.
 GG0329
 GG0329.The orthometric height was determined by differential leveling and
 GG0329.adjusted by the NATIONAL GEODETIC SURVEY
 GG0329.in June 1991.
 GG0329
 GG0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0329.GEOID18 height accuracy estimate available here.
 GG0329
 GG0329.Click photographs - Photos may exist for this station.
 GG0329
 GG0329.The dynamic height is computed by dividing the NAVD 88
 GG0329.geopotential number by the normal gravity value computed on the
 GG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0329.degrees latitude (g = 980.6199 gals.).
 GG0329
 GG0329.The modeled gravity was interpolated from observed gravity values.
 GG0329
 GG0329;                    North         East    Units  Estimated Accuracy
 GG0329;SPC OK N     -   126,080.      837,490.      MT  (+/- 180 meters Scaled)
 GG0329
 GG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV873984(NAD 83)
 GG0329
 GG0329                          SUPERSEDED SURVEY CONTROL
 GG0329
 GG0329  NGVD 29 (??/??/92)  188.283  (m)          617.73   (f) ADJ UNCH    2 0
 GG0329
 GG0329.Superseded values are not recommended for survey control.
 GG0329
 GG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0329.See file dsdata.pdf to determine how the superseded data were derived.
 GG0329
 GG0329_MARKER: DB = BENCH MARK DISK
 GG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0329_STAMPING: X 61 1934
 GG0329_MARK LOGO: CGS
 GG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0329+STABILITY: SURFACE MOTION
 GG0329
 GG0329  HISTORY     - Date     Condition        Report By
 GG0329  HISTORY     - 1934     MONUMENTED       CGS
 GG0329  HISTORY     - 1968     MARK NOT FOUND   USGS
 GG0329
 GG0329                          STATION DESCRIPTION
 GG0329
 GG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0329'AT MAZIE.
 GG0329'AT MAZIE 148 FEET SOUTHWEST OF MISSOURI-KANSAS AND TEXAS RAILWAY
 GG0329'STATION, AT MAZIE.  145 FEET NORTHWEST OF A GRAIN ELEVATOR.
 GG0329'90 FEET WEST OF NEAREST RAIL OF MAIN TRACK.
 GG0329
 GG0329                          STATION RECOVERY (1968)
 GG0329
 GG0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GG0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0525 ***********************************************************************
 EK0525  DESIGNATION -  X 62
 EK0525  PID         -  EK0525
 EK0525  STATE/COUNTY-  OK/CHOCTAW
 EK0525  COUNTRY     -  US
 EK0525  USGS QUAD   -  SOPER (2019)
 EK0525
 EK0525                         *CURRENT SURVEY CONTROL
 EK0525  ______________________________________________________________________
 EK0525* NAD 83(1986) POSITION- 34 01 53.     (N) 095 41 55.     (W)   SCALED
 EK0525* NAVD 88 ORTHO HEIGHT -   162.517 (meters)      533.19  (feet) ADJUSTED
 EK0525  ______________________________________________________________________
 EK0525  GEOID HEIGHT    -        -28.891 (meters)                     GEOID18
 EK0525  DYNAMIC HEIGHT  -        162.343 (meters)      532.62  (feet) COMP
 EK0525  MODELED GRAVITY -    979,561.0   (mgal)                       NAVD 88
 EK0525
 EK0525  VERT ORDER      -  FIRST     CLASS II
 EK0525
 EK0525.The horizontal coordinates were scaled from a map and have
 EK0525.an estimated accuracy of +/- 6 seconds.
 EK0525
 EK0525.The orthometric height was determined by differential leveling and
 EK0525.adjusted by the NATIONAL GEODETIC SURVEY
 EK0525.in June 1991.
 EK0525
 EK0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0525.GEOID18 height accuracy estimate available here.
 EK0525
 EK0525.Click photographs - Photos may exist for this station.
 EK0525
 EK0525.The dynamic height is computed by dividing the NAVD 88
 EK0525.geopotential number by the normal gravity value computed on the
 EK0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0525.degrees latitude (g = 980.6199 gals.).
 EK0525
 EK0525.The modeled gravity was interpolated from observed gravity values.
 EK0525
 EK0525;                    North         East    Units  Estimated Accuracy
 EK0525;SPC OK S     -    79,850.      812,510.      MT  (+/- 180 meters Scaled)
 EK0525
 EK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT508689(NAD 83)
 EK0525
 EK0525                          SUPERSEDED SURVEY CONTROL
 EK0525
 EK0525  NGVD 29 (??/??/92)  162.453  (m)          532.98   (f) ADJ UNCH    1 2
 EK0525
 EK0525.Superseded values are not recommended for survey control.
 EK0525
 EK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0525.See file dsdata.pdf to determine how the superseded data were derived.
 EK0525
 EK0525_MARKER: DB = BENCH MARK DISK
 EK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0525_STAMPING: X 62 1934
 EK0525_MARK LOGO: CGS
 EK0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0525+STABILITY: SURFACE MOTION
 EK0525
 EK0525  HISTORY     - Date     Condition        Report By
 EK0525  HISTORY     - 1934     MONUMENTED       CGS
 EK0525  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0525  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0525
 EK0525                          STATION DESCRIPTION
 EK0525
 EK0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0525'AT SOPER.
 EK0525'AT SOPER ST. L. AND S.F. RR DEPOT.  MILE POST 570/5.  500 FEET
 EK0525'WEST OF ST. LOUIS AND SAN FRANCISCO RAILROAD CROSSING.  30 FEET
 EK0525'NORTH OF THE TRACK.
 EK0525
 EK0525                          STATION RECOVERY (1967)
 EK0525
 EK0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0525'MARK NOT FOUND.
 EK0525
 EK0525                          STATION RECOVERY (1986)
 EK0525
 EK0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0295 ***********************************************************************
 GG0295  DESIGNATION -  X 62
 GG0295  PID         -  GG0295
 GG0295  STATE/COUNTY-  OK/CRAIG
 GG0295  COUNTRY     -  US
 GG0295  USGS QUAD   -  VINITA (2019)
 GG0295
 GG0295                         *CURRENT SURVEY CONTROL
 GG0295  ______________________________________________________________________
 GG0295* NAD 83(1986) POSITION- 36 38 14.     (N) 095 09 10.     (W)   SCALED
 GG0295* NAVD 88 ORTHO HEIGHT -   212.504 (meters)      697.19  (feet) ADJUSTED
 GG0295  ______________________________________________________________________
 GG0295  GEOID HEIGHT    -        -29.314 (meters)                     GEOID18
 GG0295  DYNAMIC HEIGHT  -        212.327 (meters)      696.61  (feet) COMP
 GG0295  MODELED GRAVITY -    979,793.2   (mgal)                       NAVD 88
 GG0295
 GG0295  VERT ORDER      -  SECOND    CLASS 0
 GG0295
 GG0295.The horizontal coordinates were scaled from a map and have
 GG0295.an estimated accuracy of +/- 6 seconds.
 GG0295
 GG0295.The orthometric height was determined by differential leveling and
 GG0295.adjusted by the NATIONAL GEODETIC SURVEY
 GG0295.in June 1991.
 GG0295
 GG0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0295.GEOID18 height accuracy estimate available here.
 GG0295
 GG0295.Click photographs - Photos may exist for this station.
 GG0295
 GG0295.The dynamic height is computed by dividing the NAVD 88
 GG0295.geopotential number by the normal gravity value computed on the
 GG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0295.degrees latitude (g = 980.6199 gals.).
 GG0295
 GG0295.The modeled gravity was interpolated from observed gravity values.
 GG0295
 GG0295;                    North         East    Units  Estimated Accuracy
 GG0295;SPC OK N     -   185,390.      854,590.      MT  (+/- 180 meters Scaled)
 GG0295
 GG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA075567(NAD 83)
 GG0295
 GG0295                          SUPERSEDED SURVEY CONTROL
 GG0295
 GG0295  NGVD 29 (??/??/92)  212.391  (m)          696.82   (f) ADJ UNCH    2 0
 GG0295
 GG0295.Superseded values are not recommended for survey control.
 GG0295
 GG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0295.See file dsdata.pdf to determine how the superseded data were derived.
 GG0295
 GG0295_MARKER: DB = BENCH MARK DISK
 GG0295_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GG0295+WITH SETTING: PAVEMENT
 GG0295_SP_SET: WATER TANK VALVE CASING
 GG0295_STAMPING: X 62 1934
 GG0295_MARK LOGO: CGS
 GG0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0295+STABILITY: SURFACE MOTION
 GG0295
 GG0295  HISTORY     - Date     Condition        Report By
 GG0295  HISTORY     - 1934     MONUMENTED       CGS
 GG0295  HISTORY     - 1934     GOOD             CGS
 GG0295
 GG0295                          STATION DESCRIPTION
 GG0295
 GG0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0295'IN VINITA.
 GG0295'IN THE TOWN OF VINITA, AST MO. KANS. TEXAS R.R. STATION,
 GG0295'150 FEET EAST OF NEAREST RAIL OF MAIN LINE TRACK OF M.K.T. RY.,
 GG0295'BRONZE TABLET SET HORIZONTALLY IN SOUTHWEST CORNER OF VALVE CASING
 GG0295'IN CENTER OF M.K.T. RY. WATER TANK, EAST OF STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0566 ***********************************************************************
 EK0566  DESIGNATION -  X 63
 EK0566  PID         -  EK0566
 EK0566  STATE/COUNTY-  OK/PUSHMATAHA
 EK0566  COUNTRY     -  US
 EK0566  USGS QUAD   -  KOSOMA (2019)
 EK0566
 EK0566                         *CURRENT SURVEY CONTROL
 EK0566  ______________________________________________________________________
 EK0566* NAD 83(1986) POSITION- 34 20 50.     (N) 095 36 42.     (W)   SCALED
 EK0566* NAVD 88 ORTHO HEIGHT -   151.753 (meters)      497.88  (feet) ADJUSTED
 EK0566  ______________________________________________________________________
 EK0566  GEOID HEIGHT    -        -30.467 (meters)                     GEOID18
 EK0566  DYNAMIC HEIGHT  -        151.589 (meters)      497.34  (feet) COMP
 EK0566  MODELED GRAVITY -    979,553.4   (mgal)                       NAVD 88
 EK0566
 EK0566  VERT ORDER      -  SECOND    CLASS 0
 EK0566
 EK0566.The horizontal coordinates were scaled from a map and have
 EK0566.an estimated accuracy of +/- 6 seconds.
 EK0566
 EK0566.The orthometric height was determined by differential leveling and
 EK0566.adjusted by the NATIONAL GEODETIC SURVEY
 EK0566.in June 1991.
 EK0566
 EK0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0566.GEOID18 height accuracy estimate available here.
 EK0566
 EK0566.Click photographs - Photos may exist for this station.
 EK0566
 EK0566.The dynamic height is computed by dividing the NAVD 88
 EK0566.geopotential number by the normal gravity value computed on the
 EK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0566.degrees latitude (g = 980.6199 gals.).
 EK0566
 EK0566.The modeled gravity was interpolated from observed gravity values.
 EK0566
 EK0566;                    North         East    Units  Estimated Accuracy
 EK0566;SPC OK S     -   115,060.      819,710.      MT  (+/- 180 meters Scaled)
 EK0566
 EK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU597037(NAD 83)
 EK0566
 EK0566                          SUPERSEDED SURVEY CONTROL
 EK0566
 EK0566  NGVD 29 (??/??/92)  151.668  (m)          497.60   (f) ADJ UNCH    2 0
 EK0566
 EK0566.Superseded values are not recommended for survey control.
 EK0566
 EK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0566.See file dsdata.pdf to determine how the superseded data were derived.
 EK0566
 EK0566_MARKER: DB = BENCH MARK DISK
 EK0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0566_STAMPING: X 63 1934
 EK0566_MARK LOGO: CGS
 EK0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0566+STABILITY: SURFACE MOTION
 EK0566
 EK0566  HISTORY     - Date     Condition        Report By
 EK0566  HISTORY     - 1934     MONUMENTED       CGS
 EK0566  HISTORY     - 1960     GOOD             CGS
 EK0566  HISTORY     - 1972     MARK NOT FOUND   USGS
 EK0566
 EK0566                          STATION DESCRIPTION
 EK0566
 EK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0566'AT KOSOMA.
 EK0566'AT KOSOMA, PUSHMATAHA COUNTY, ABOUT 180 FEET NORTHWEST OF THE
 EK0566'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 120 FEET NORTH
 EK0566'OF THE THIRD POLE NORTH OF MILEPOST 531, AND 6 FEET WEST OF A
 EK0566'PROPERTY SIGN.  A STANDARD DISK, STAMPED X 63 1934 AND SET IN THE
 EK0566'TOP OF A CONCRETE POST.
 EK0566
 EK0566                          STATION RECOVERY (1972)
 EK0566
 EK0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EK0566'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0326 ***********************************************************************
 DM0326  DESIGNATION -  X 64
 DM0326  PID         -  DM0326
 DM0326  STATE/COUNTY-  OK/MCCURTAIN
 DM0326  COUNTRY     -  US
 DM0326  USGS QUAD   -  GARVIN (2019)
 DM0326
 DM0326                         *CURRENT SURVEY CONTROL
 DM0326  ______________________________________________________________________
 DM0326* NAD 83(1986) POSITION- 33 57 12.     (N) 094 56 35.     (W)   SCALED
 DM0326* NAVD 88 ORTHO HEIGHT -   150.548 (meters)      493.92  (feet) ADJUSTED
 DM0326  ______________________________________________________________________
 DM0326  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 DM0326  DYNAMIC HEIGHT  -        150.395 (meters)      493.42  (feet) COMP
 DM0326  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 DM0326
 DM0326  VERT ORDER      -  FIRST     CLASS II
 DM0326
 DM0326.The horizontal coordinates were scaled from a map and have
 DM0326.an estimated accuracy of +/- 6 seconds.
 DM0326
 DM0326.The orthometric height was determined by differential leveling and
 DM0326.adjusted by the NATIONAL GEODETIC SURVEY
 DM0326.in June 1991.
 DM0326
 DM0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0326.GEOID18 height accuracy estimate available here.
 DM0326
 DM0326.Click photographs - Photos may exist for this station.
 DM0326
 DM0326.The dynamic height is computed by dividing the NAVD 88
 DM0326.geopotential number by the normal gravity value computed on the
 DM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0326.degrees latitude (g = 980.6199 gals.).
 DM0326
 DM0326.The modeled gravity was interpolated from observed gravity values.
 DM0326
 DM0326;                    North         East    Units  Estimated Accuracy
 DM0326;SPC OK S     -    73,050.      882,530.      MT  (+/- 180 meters Scaled)
 DM0326
 DM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT204586(NAD 83)
 DM0326
 DM0326                          SUPERSEDED SURVEY CONTROL
 DM0326
 DM0326  NGVD 29 (??/??/92)  150.521  (m)          493.83   (f) ADJ UNCH    1 2
 DM0326
 DM0326.Superseded values are not recommended for survey control.
 DM0326
 DM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0326.See file dsdata.pdf to determine how the superseded data were derived.
 DM0326
 DM0326_MARKER: DB = BENCH MARK DISK
 DM0326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM0326_SP_SET: CURB
 DM0326_STAMPING: X 64 1934
 DM0326_MARK LOGO: CGS
 DM0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0326
 DM0326  HISTORY     - Date     Condition        Report By
 DM0326  HISTORY     - 1934     MONUMENTED       CGS
 DM0326  HISTORY     - 1944     GOOD             SLSFRR
 DM0326  HISTORY     - 1986     GOOD             NGS
 DM0326
 DM0326                          STATION DESCRIPTION
 DM0326
 DM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0326'IN GARVIN.
 DM0326'AT GARVIN ST. L. AND S.F. RR DEPOT.  IN CURBING 75 FEET EAST OF THE
 DM0326'ST. LOUIS AND SAN FRANCISCO RR DEPOT.  20 FEET NORTH OF THE TRACK.
 DM0326
 DM0326                          STATION RECOVERY (1944)
 DM0326
 DM0326'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0326'RECOVERED IN GOOD CONDITION.
 DM0326
 DM0326                          STATION RECOVERY (1986)
 DM0326
 DM0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0326'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.1 KM
 DM0326'(8.15 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S.
 DM0326'HIGHWAY 259 IN IDABEL, IN THE NORTHEAST CORNER OF A CURB AT THE OLD
 DM0326'RAILROAD STATION, 67.8 M (222.4 FT) SOUTH OF THE CENTERLINE OF THE
 DM0326'HIGHWAY, 15.3 M (50.2 FT) WEST OF THE CENTER OF A PAVED ROAD, AND
 DM0326'5.4 M (17.7 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 DM0326'RAILROAD.
 DM0326'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 DM0326'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0322 ***********************************************************************
 GG0322  DESIGNATION -  X 64
 GG0322  PID         -  GG0322
 GG0322  STATE/COUNTY-  OK/CRAIG
 GG0322  COUNTRY     -  US
 GG0322  USGS QUAD   -  WELCH NORTH (2019)
 GG0322
 GG0322                         *CURRENT SURVEY CONTROL
 GG0322  ______________________________________________________________________
 GG0322* NAD 83(1986) POSITION- 36 56 40.     (N) 095 05 43.     (W)   SCALED
 GG0322* NAVD 88 ORTHO HEIGHT -   256.057 (meters)      840.08  (feet) ADJUSTED
 GG0322  ______________________________________________________________________
 GG0322  GEOID HEIGHT    -        -29.594 (meters)                     GEOID18
 GG0322  DYNAMIC HEIGHT  -        255.851 (meters)      839.40  (feet) COMP
 GG0322  MODELED GRAVITY -    979,817.7   (mgal)                       NAVD 88
 GG0322
 GG0322  VERT ORDER      -  SECOND    CLASS 0
 GG0322
 GG0322.The horizontal coordinates were scaled from a map and have
 GG0322.an estimated accuracy of +/- 6 seconds.
 GG0322
 GG0322.The orthometric height was determined by differential leveling and
 GG0322.adjusted by the NATIONAL GEODETIC SURVEY
 GG0322.in June 1991.
 GG0322
 GG0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0322.GEOID18 height accuracy estimate available here.
 GG0322
 GG0322.Click photographs - Photos may exist for this station.
 GG0322
 GG0322.The dynamic height is computed by dividing the NAVD 88
 GG0322.geopotential number by the normal gravity value computed on the
 GG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0322.degrees latitude (g = 980.6199 gals.).
 GG0322
 GG0322.The modeled gravity was interpolated from observed gravity values.
 GG0322
 GG0322;                    North         East    Units  Estimated Accuracy
 GG0322;SPC OK N     -   219,620.      858,710.      MT  (+/- 180 meters Scaled)
 GG0322
 GG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA134907(NAD 83)
 GG0322
 GG0322                          SUPERSEDED SURVEY CONTROL
 GG0322
 GG0322  NGVD 29 (??/??/92)  255.942  (m)          839.70   (f) ADJ UNCH    2 0
 GG0322
 GG0322.Superseded values are not recommended for survey control.
 GG0322
 GG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0322.See file dsdata.pdf to determine how the superseded data were derived.
 GG0322
 GG0322_MARKER: DB = BENCH MARK DISK
 GG0322_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0322_STAMPING: X 64 1934
 GG0322_MARK LOGO: CGS
 GG0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0322
 GG0322  HISTORY     - Date     Condition        Report By
 GG0322  HISTORY     - 1934     MONUMENTED       CGS
 GG0322
 GG0322                          STATION DESCRIPTION
 GG0322
 GG0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0322'4.9 MI N FROM WELCH.
 GG0322'0.15 MILE NORTH OF SECTION LINE ROAD.  0.1 MILE SOUTH OF
 GG0322'MISSOURI-KANSAS AND TEXAS RAILWAY SEMAPHORE 416.6 93 FEET EAST
 GG0322'OF NEAREST RAIL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0413 ***********************************************************************
 EK0413  DESIGNATION -  X 65
 EK0413  PID         -  EK0413
 EK0413  STATE/COUNTY-  OK/PUSHMATAHA
 EK0413  COUNTRY     -  US
 EK0413  USGS QUAD   -  STANLEY (2019)
 EK0413
 EK0413                         *CURRENT SURVEY CONTROL
 EK0413  ______________________________________________________________________
 EK0413* NAD 83(1986) POSITION- 34 31 24.     (N) 095 29 38.     (W)   SCALED
 EK0413* NAVD 88 ORTHO HEIGHT -   175.672 (meters)      576.35  (feet) ADJUSTED
 EK0413  ______________________________________________________________________
 EK0413  GEOID HEIGHT    -        -31.027 (meters)                     GEOID18
 EK0413  DYNAMIC HEIGHT  -        175.483 (meters)      575.73  (feet) COMP
 EK0413  MODELED GRAVITY -    979,554.6   (mgal)                       NAVD 88
 EK0413
 EK0413  VERT ORDER      -  SECOND    CLASS 0
 EK0413
 EK0413.The horizontal coordinates were scaled from a map and have
 EK0413.an estimated accuracy of +/- 6 seconds.
 EK0413
 EK0413.The orthometric height was determined by differential leveling and
 EK0413.adjusted by the NATIONAL GEODETIC SURVEY
 EK0413.in June 1991.
 EK0413
 EK0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0413.GEOID18 height accuracy estimate available here.
 EK0413
 EK0413.Click photographs - Photos may exist for this station.
 EK0413
 EK0413.The dynamic height is computed by dividing the NAVD 88
 EK0413.geopotential number by the normal gravity value computed on the
 EK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0413.degrees latitude (g = 980.6199 gals.).
 EK0413
 EK0413.The modeled gravity was interpolated from observed gravity values.
 EK0413
 EK0413;                    North         East    Units  Estimated Accuracy
 EK0413;SPC OK S     -   134,860.      830,060.      MT  (+/- 180 meters Scaled)
 EK0413
 EK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU710230(NAD 83)
 EK0413
 EK0413                          SUPERSEDED SURVEY CONTROL
 EK0413
 EK0413  NGVD 29 (??/??/92)  175.580  (m)          576.05   (f) ADJ UNCH    2 0
 EK0413
 EK0413.Superseded values are not recommended for survey control.
 EK0413
 EK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0413.See file dsdata.pdf to determine how the superseded data were derived.
 EK0413
 EK0413_MARKER: DB = BENCH MARK DISK
 EK0413_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0413_SP_SET: CULVERT HEADWALL
 EK0413_STAMPING: X 65 1934
 EK0413_MARK LOGO: CGS
 EK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0413+STABILITY: SURFACE MOTION
 EK0413
 EK0413  HISTORY     - Date     Condition        Report By
 EK0413  HISTORY     - 1934     MONUMENTED       CGS
 EK0413  HISTORY     - 1960     GOOD             CGS
 EK0413
 EK0413                          STATION DESCRIPTION
 EK0413
 EK0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0413'2 MI S FROM STANLEY.
 EK0413'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EK0413'FROM THE STATION AT STANLEY, PUSHMATAHA COUNTY, ABOUT 3 POLES
 EK0413'NORTH OF THE TWENTIETH POLE SOUTH OF MILEPOST 516, AT A
 EK0413'CONCRETE CULVERT, IN THE TOP OF THE EAST HEAD WALL, AND 12 FEET
 EK0413'EAST OF THE TRACK.  A STANDARD DISK, STAMPED X 65 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0403 ***********************************************************************
 EK0403  DESIGNATION -  X 66
 EK0403  PID         -  EK0403
 EK0403  STATE/COUNTY-  OK/LE FLORE
 EK0403  COUNTRY     -  US
 EK0403  USGS QUAD   -  LEFLORE (2018)
 EK0403
 EK0403                         *CURRENT SURVEY CONTROL
 EK0403  ______________________________________________________________________
 EK0403* NAD 83(1986) POSITION- 34 54 46.     (N) 094 56 41.     (W)   SCALED
 EK0403* NAVD 88 ORTHO HEIGHT -   154.886 (meters)      508.16  (feet) ADJUSTED
 EK0403  ______________________________________________________________________
 EK0403  GEOID HEIGHT    -        -31.679 (meters)                     GEOID18
 EK0403  DYNAMIC HEIGHT  -        154.726 (meters)      507.63  (feet) COMP
 EK0403  MODELED GRAVITY -    979,599.1   (mgal)                       NAVD 88
 EK0403
 EK0403  VERT ORDER      -  SECOND    CLASS 0
 EK0403
 EK0403.The horizontal coordinates were scaled from a map and have
 EK0403.an estimated accuracy of +/- 6 seconds.
 EK0403
 EK0403.The orthometric height was determined by differential leveling and
 EK0403.adjusted by the NATIONAL GEODETIC SURVEY
 EK0403.in June 1991.
 EK0403
 EK0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0403.GEOID18 height accuracy estimate available here.
 EK0403
 EK0403.Click photographs - Photos may exist for this station.
 EK0403
 EK0403.The dynamic height is computed by dividing the NAVD 88
 EK0403.geopotential number by the normal gravity value computed on the
 EK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0403.degrees latitude (g = 980.6199 gals.).
 EK0403
 EK0403.The modeled gravity was interpolated from observed gravity values.
 EK0403
 EK0403;                    North         East    Units  Estimated Accuracy
 EK0403;SPC OK S     -   179,420.      879,150.      MT  (+/- 180 meters Scaled)
 EK0403
 EK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU223650(NAD 83)
 EK0403
 EK0403                          SUPERSEDED SURVEY CONTROL
 EK0403
 EK0403  NGVD 29 (??/??/92)  154.777  (m)          507.80   (f) ADJ UNCH    2 0
 EK0403
 EK0403.Superseded values are not recommended for survey control.
 EK0403
 EK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0403.See file dsdata.pdf to determine how the superseded data were derived.
 EK0403
 EK0403_MARKER: DB = BENCH MARK DISK
 EK0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0403_STAMPING: X 66 1934
 EK0403_MARK LOGO: CGS
 EK0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0403+STABILITY: SURFACE MOTION
 EK0403
 EK0403  HISTORY     - Date     Condition        Report By
 EK0403  HISTORY     - 1934     MONUMENTED       CGS
 EK0403  HISTORY     - 1959     GOOD             CGS
 EK0403
 EK0403                          STATION DESCRIPTION
 EK0403
 EK0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0403'2.6 MI E FROM LE FLORE.
 EK0403'2.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0403'THE STATION AT LE FLORE, LE FLORE COUNTY, ABOUT 20 FEET NORTH
 EK0403'OF THE SECOND POLE WEST OF THE TENTH POLE WEST OF MILEPOST 466,
 EK0403'AT A COUNTY ROAD CROSSING, 30 FEET EAST OF THE CENTER LINE OF
 EK0403'THE ROAD, AND ABOUT 50 FEET NORTH OF THE TRACK.  A STANDARD
 EK0403'DISK, STAMPED X 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0403'NOTE-- IN THE NORTHEAST ANGLE OF THE INTERSECTION OF THE OLD
 EK0403'ABANDONED RAILROAD GRADE AND A COUNTY ROAD.  THE MARK IS 2.25
 EK0403'MILES EAST AND 1.0 MILE NORTH OF LE FLORE AND IS 0.5 MILE SOUTH
 EK0403'OF A BRIDGE OVER FOURCHE CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0376 ***********************************************************************
 FH0376  DESIGNATION -  X 68
 FH0376  PID         -  FH0376
 FH0376  STATE/COUNTY-  OK/ADAIR
 FH0376  COUNTRY     -  US
 FH0376  USGS QUAD   -  BUNCH (2019)
 FH0376
 FH0376                         *CURRENT SURVEY CONTROL
 FH0376  ______________________________________________________________________
 FH0376* NAD 83(1986) POSITION- 35 38 31.     (N) 094 45 41.     (W)   SCALED
 FH0376* NAVD 88 ORTHO HEIGHT -   221.136 (meters)      725.51  (feet) ADJUSTED
 FH0376  ______________________________________________________________________
 FH0376  GEOID HEIGHT    -        -29.257 (meters)                     GEOID18
 FH0376  DYNAMIC HEIGHT  -        220.932 (meters)      724.84  (feet) COMP
 FH0376  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 FH0376
 FH0376  VERT ORDER      -  SECOND    CLASS 0
 FH0376
 FH0376.The horizontal coordinates were scaled from a map and have
 FH0376.an estimated accuracy of +/- 6 seconds.
 FH0376
 FH0376.The orthometric height was determined by differential leveling and
 FH0376.adjusted by the NATIONAL GEODETIC SURVEY
 FH0376.in June 1991.
 FH0376
 FH0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0376.GEOID18 height accuracy estimate available here.
 FH0376
 FH0376.Click photographs - Photos may exist for this station.
 FH0376
 FH0376.The dynamic height is computed by dividing the NAVD 88
 FH0376.geopotential number by the normal gravity value computed on the
 FH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0376.degrees latitude (g = 980.6199 gals.).
 FH0376
 FH0376.The modeled gravity was interpolated from observed gravity values.
 FH0376
 FH0376;                    North         East    Units  Estimated Accuracy
 FH0376;SPC OK N     -    76,120.      893,260.      MT  (+/- 180 meters Scaled)
 FH0376
 FH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV405456(NAD 83)
 FH0376
 FH0376                          SUPERSEDED SURVEY CONTROL
 FH0376
 FH0376  NGVD 29 (??/??/92)  221.016  (m)          725.12   (f) ADJ UNCH    2 0
 FH0376
 FH0376.Superseded values are not recommended for survey control.
 FH0376
 FH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0376.See file dsdata.pdf to determine how the superseded data were derived.
 FH0376
 FH0376_MARKER: DB = BENCH MARK DISK
 FH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0376_STAMPING: X 68 1934
 FH0376_MARK LOGO: CGS
 FH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0376+STABILITY: SURFACE MOTION
 FH0376
 FH0376  HISTORY     - Date     Condition        Report By
 FH0376  HISTORY     - 1934     MONUMENTED       CGS
 FH0376  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0376
 FH0376                          STATION DESCRIPTION
 FH0376
 FH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0376'3.7 MI S FROM BUNCH.
 FH0376'3.7 MILES SOUTH OF BUNCH K.C.S. RR DEPOT.  8 RAILS SOUTH OF
 FH0376'MILEPOST 275 ON THE KANSAS CITY SOUTHERN RAILROAD.  IN OUTCROP
 FH0376'OF BED ROCK.  30 FEET WEST OF THE TRACKS, 1/4 MILE NORTH OF
 FH0376'SCHOOL HOUSE.
 FH0376
 FH0376                          STATION RECOVERY (1960)
 FH0376
 FH0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0404 ***********************************************************************
 FH0404  DESIGNATION -  X 69
 FH0404  PID         -  FH0404
 FH0404  STATE/COUNTY-  OK/ADAIR
 FH0404  COUNTRY     -  US
 FH0404  USGS QUAD   -  WESTVILLE (2019)
 FH0404
 FH0404                         *CURRENT SURVEY CONTROL
 FH0404  ______________________________________________________________________
 FH0404* NAD 83(1986) POSITION- 35 57 06.     (N) 094 34 53.     (W)   SCALED
 FH0404* NAVD 88 ORTHO HEIGHT -   300.347 (meters)      985.39  (feet) ADJUSTED
 FH0404  ______________________________________________________________________
 FH0404  GEOID HEIGHT    -        -28.581 (meters)                     GEOID18
 FH0404  DYNAMIC HEIGHT  -        300.076 (meters)      984.50  (feet) COMP
 FH0404  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 FH0404
 FH0404  VERT ORDER      -  SECOND    CLASS 0
 FH0404
 FH0404.The horizontal coordinates were scaled from a map and have
 FH0404.an estimated accuracy of +/- 6 seconds.
 FH0404
 FH0404.The orthometric height was determined by differential leveling and
 FH0404.adjusted by the NATIONAL GEODETIC SURVEY
 FH0404.in June 1991.
 FH0404
 FH0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0404.GEOID18 height accuracy estimate available here.
 FH0404
 FH0404.Click photographs - Photos may exist for this station.
 FH0404
 FH0404.The dynamic height is computed by dividing the NAVD 88
 FH0404.geopotential number by the normal gravity value computed on the
 FH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0404.degrees latitude (g = 980.6199 gals.).
 FH0404
 FH0404.The modeled gravity was interpolated from observed gravity values.
 FH0404
 FH0404;                    North         East    Units  Estimated Accuracy
 FH0404;SPC OK N     -   111,020.      908,340.      MT  (+/- 180 meters Scaled)
 FH0404
 FH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV573797(NAD 83)
 FH0404
 FH0404                          SUPERSEDED SURVEY CONTROL
 FH0404
 FH0404  NGVD 29 (??/??/92)  300.193  (m)          984.88   (f) ADJ UNCH    2 0
 FH0404
 FH0404.Superseded values are not recommended for survey control.
 FH0404
 FH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0404.See file dsdata.pdf to determine how the superseded data were derived.
 FH0404
 FH0404_MARKER: DB = BENCH MARK DISK
 FH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0404_STAMPING: X 69 1934
 FH0404_MARK LOGO: CGS
 FH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0404+STABILITY: SURFACE MOTION
 FH0404
 FH0404  HISTORY     - Date     Condition        Report By
 FH0404  HISTORY     - 1934     MONUMENTED       CGS
 FH0404  HISTORY     - 1934     GOOD             USGS
 FH0404
 FH0404                          STATION DESCRIPTION
 FH0404
 FH0404'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FH0404'AT BARON.
 FH0404'2.6 MILES NORTH ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 FH0404'THE GRADE CROSSING AT BARON, IN THE NW 1/2 SEC. 18, T. 17 N.,
 FH0404'R. 26 E., 377 FT SW. OF CONCRETE RAILROAD CULVERT, 45 FT SE
 FH0404'OF THE CENTER OF THE RAILROAD TRACK, 9 FT NW OF LOCATION POSTER
 FH0404'ON A TELEPHONE POLE, IN CONCRETE POST, STANDARD TABLET STAMPED
 FH0404'X 69 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0177 ***********************************************************************
 FJ0177  DESIGNATION -  X 7
 FJ0177  PID         -  FJ0177
 FJ0177  STATE/COUNTY-  OK/LINCOLN
 FJ0177  COUNTRY     -  US
 FJ0177  USGS QUAD   -  PRAGUE (2018)
 FJ0177
 FJ0177                         *CURRENT SURVEY CONTROL
 FJ0177  ______________________________________________________________________
 FJ0177* NAD 83(1986) POSITION- 35 28 59.     (N) 096 41 10.     (W)   SCALED
 FJ0177* NAVD 88 ORTHO HEIGHT -   302.214 (meters)      991.51  (feet) ADJUSTED
 FJ0177  ______________________________________________________________________
 FJ0177  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 FJ0177  DYNAMIC HEIGHT  -        301.929 (meters)      990.58  (feet) COMP
 FJ0177  MODELED GRAVITY -    979,682.5   (mgal)                       NAVD 88
 FJ0177
 FJ0177  VERT ORDER      -  FIRST     CLASS II
 FJ0177
 FJ0177.The horizontal coordinates were scaled from a map and have
 FJ0177.an estimated accuracy of +/- 6 seconds.
 FJ0177
 FJ0177.The orthometric height was determined by differential leveling and
 FJ0177.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0177.in June 1991.
 FJ0177
 FJ0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0177.GEOID18 height accuracy estimate available here.
 FJ0177
 FJ0177.Click photographs - Photos may exist for this station.
 FJ0177
 FJ0177.The dynamic height is computed by dividing the NAVD 88
 FJ0177.geopotential number by the normal gravity value computed on the
 FJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0177.degrees latitude (g = 980.6199 gals.).
 FJ0177
 FJ0177.The modeled gravity was interpolated from observed gravity values.
 FJ0177
 FJ0177;                    North         East    Units  Estimated Accuracy
 FJ0177;SPC OK N     -    54,400.      719,230.      MT  (+/- 180 meters Scaled)
 FJ0177
 FJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE099290(NAD 83)
 FJ0177
 FJ0177                          SUPERSEDED SURVEY CONTROL
 FJ0177
 FJ0177  NGVD 29 (??/??/92)  302.108  (m)          991.17   (f) ADJ UNCH    1 2
 FJ0177
 FJ0177.Superseded values are not recommended for survey control.
 FJ0177
 FJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0177.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0177
 FJ0177_MARKER: DB = BENCH MARK DISK
 FJ0177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FJ0177_SP_SET: BUILDING WALL
 FJ0177_STAMPING: X 7 1933
 FJ0177_MARK LOGO: CGS
 FJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0177+STABILITY: SURFACE MOTION
 FJ0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0177+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0177
 FJ0177  HISTORY     - Date     Condition        Report By
 FJ0177  HISTORY     - 1933     MONUMENTED       CGS
 FJ0177  HISTORY     - 1944     GOOD             CGS
 FJ0177  HISTORY     - 1984     GOOD             NGS
 FJ0177  HISTORY     - 20240717 GOOD             OKDOT
 FJ0177
 FJ0177                          STATION DESCRIPTION
 FJ0177
 FJ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0177'IN PRAGUE.
 FJ0177'IN PRAGUE.  IN WALL OF PRAGUE ICE CO. ADJACENT TO FT. S. AND W.
 FJ0177'R.R. AT MP 158/ 23.  250 FEET NW. OF PRAGUE STATION AND 100 FEET
 FJ0177'N. OF MAIN LINE TRACK.  MARK IS 1 FOOT TO RIGHT OF OFFICE DOOR
 FJ0177'AND 4 FEET ABOVE WALK.
 FJ0177
 FJ0177                          STATION RECOVERY (1944)
 FJ0177
 FJ0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 FJ0177'RECOVERED IN GOOD CONDITION.
 FJ0177
 FJ0177                          STATION RECOVERY (1984)
 FJ0177
 FJ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0177'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FJ0177'NOTE, DISK IS SET VERTICALLY IN ORIGINAL WALL BUT INSIDE AND IN THE
 FJ0177'NORTHEAST CORNER OF THE BAIT ROOM OF THE TOWN AND COUNTRY ICE
 FJ0177'MANUFACTURING COMPANY, A CONCRETE BLOCK ADDITION (BAIT ROOM) HAS BEEN
 FJ0177'ADDED TO ORIGINAL BUILDING.
 FJ0177'THE MARK IS 0.91 M ABOVE FLOORING.
 FJ0177
 FJ0177                          STATION RECOVERY (2024)
 FJ0177
 FJ0177'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0177'THE MARK IS INSIDE A BAIT STORE AND PAINTED OVER MAKING IT UNREADABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0238 ***********************************************************************
 GG0238  DESIGNATION -  X 70
 GG0238  PID         -  GG0238
 GG0238  STATE/COUNTY-  OK/OTTAWA
 GG0238  COUNTRY     -  US
 GG0238  USGS QUAD   -  CAYUGA (2018)
 GG0238
 GG0238                         *CURRENT SURVEY CONTROL
 GG0238  ______________________________________________________________________
 GG0238* NAD 83(1986) POSITION- 36 43 19.     (N) 094 43 47.     (W)   SCALED
 GG0238* NAVD 88 ORTHO HEIGHT -   232.839 (meters)      763.91  (feet) ADJUSTED
 GG0238  ______________________________________________________________________
 GG0238  GEOID HEIGHT    -        -29.078 (meters)                     GEOID18
 GG0238  DYNAMIC HEIGHT  -        232.647 (meters)      763.28  (feet) COMP
 GG0238  MODELED GRAVITY -    979,800.1   (mgal)                       NAVD 88
 GG0238
 GG0238  VERT ORDER      -  SECOND    CLASS 0
 GG0238
 GG0238.The horizontal coordinates were scaled from a map and have
 GG0238.an estimated accuracy of +/- 6 seconds.
 GG0238
 GG0238.The orthometric height was determined by differential leveling and
 GG0238.adjusted by the NATIONAL GEODETIC SURVEY
 GG0238.in June 1991.
 GG0238
 GG0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0238.GEOID18 height accuracy estimate available here.
 GG0238
 GG0238.Click photographs - Photos may exist for this station.
 GG0238
 GG0238.The dynamic height is computed by dividing the NAVD 88
 GG0238.geopotential number by the normal gravity value computed on the
 GG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0238.degrees latitude (g = 980.6199 gals.).
 GG0238
 GG0238.The modeled gravity was interpolated from observed gravity values.
 GG0238
 GG0238;                    North         East    Units  Estimated Accuracy
 GG0238;SPC OK N     -   195,980.      892,090.      MT  (+/- 180 meters Scaled)
 GG0238
 GG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA455654(NAD 83)
 GG0238
 GG0238                          SUPERSEDED SURVEY CONTROL
 GG0238
 GG0238  NGVD 29 (??/??/92)  232.741  (m)          763.58   (f) ADJ UNCH    2 0
 GG0238
 GG0238.Superseded values are not recommended for survey control.
 GG0238
 GG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0238.See file dsdata.pdf to determine how the superseded data were derived.
 GG0238
 GG0238_MARKER: DB = BENCH MARK DISK
 GG0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0238_STAMPING: X 70 1934
 GG0238_MARK LOGO: CGS
 GG0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0238+STABILITY: SURFACE MOTION
 GG0238
 GG0238  HISTORY     - Date     Condition        Report By
 GG0238  HISTORY     - 1934     MONUMENTED       CGS
 GG0238
 GG0238                          STATION DESCRIPTION
 GG0238
 GG0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0238'6.6 MI S FROM WYANDOTTE.
 GG0238'6.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE ST. LOUIS-SAN
 GG0238'FRANCISCO RAILWAY STATION AT WYANDOTTE, OTTAWA COUNTY, WEST OF
 GG0238'A FARMHOUSE, AT THE T-JUNCTION OF A ROAD LEADING EAST, IN THE
 GG0238'TRIANGLE BOUNDED ON THREE SIDES BY ROADS, AND IN A CLUSTER OF
 GG0238'TREES.  A STANDARD DISK, STAMPED X 70 1934 AND SET IN THE TOP
 GG0238'OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0712 ***********************************************************************
 GK0712  DESIGNATION -  X 71
 GK0712  PID         -  GK0712
 GK0712  STATE/COUNTY-  OK/TEXAS
 GK0712  COUNTRY     -  US
 GK0712  USGS QUAD   -  TEXHOMA NW (2018)
 GK0712
 GK0712                         *CURRENT SURVEY CONTROL
 GK0712  ______________________________________________________________________
 GK0712* NAD 83(1986) POSITION- 36 41 24.     (N) 101 53 21.     (W)   SCALED
 GK0712* NAVD 88 ORTHO HEIGHT -  1075.074 (meters)     3527.14  (feet) ADJUSTED
 GK0712  ______________________________________________________________________
 GK0712  GEOID HEIGHT    -        -25.397 (meters)                     GEOID18
 GK0712  DYNAMIC HEIGHT  -       1073.938 (meters)     3523.41  (feet) COMP
 GK0712  MODELED GRAVITY -    979,538.5   (mgal)                       NAVD 88
 GK0712
 GK0712  VERT ORDER      -  SECOND    CLASS 0
 GK0712
 GK0712.The horizontal coordinates were scaled from a map and have
 GK0712.an estimated accuracy of +/- 6 seconds.
 GK0712
 GK0712.The orthometric height was determined by differential leveling and
 GK0712.adjusted by the NATIONAL GEODETIC SURVEY
 GK0712.in June 1991.
 GK0712
 GK0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0712.GEOID18 height accuracy estimate available here.
 GK0712
 GK0712.Click photographs - Photos may exist for this station.
 GK0712
 GK0712.The dynamic height is computed by dividing the NAVD 88
 GK0712.geopotential number by the normal gravity value computed on the
 GK0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0712.degrees latitude (g = 980.6199 gals.).
 GK0712
 GK0712.The modeled gravity was interpolated from observed gravity values.
 GK0712
 GK0712;                    North         East    Units  Estimated Accuracy
 GK0712;SPC OK N     -   194,480.      252,520.      MT  (+/- 180 meters Scaled)
 GK0712
 GK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF418643(NAD 83)
 GK0712
 GK0712                          SUPERSEDED SURVEY CONTROL
 GK0712
 GK0712  NGVD 29 (??/??/92) 1074.594  (m)         3525.56   (f) ADJ UNCH    2 0
 GK0712
 GK0712.Superseded values are not recommended for survey control.
 GK0712
 GK0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0712.See file dsdata.pdf to determine how the superseded data were derived.
 GK0712
 GK0712_MARKER: DB = BENCH MARK DISK
 GK0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0712_STAMPING: X 71 1935
 GK0712_MARK LOGO: CGS
 GK0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0712+STABILITY: SURFACE MOTION
 GK0712
 GK0712  HISTORY     - Date     Condition        Report By
 GK0712  HISTORY     - 1935     MONUMENTED       CGS
 GK0712  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0712
 GK0712                          STATION DESCRIPTION
 GK0712
 GK0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0712'8.5 MI S FROM EVA.
 GK0712'8.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT A
 GK0712'ROAD CROSSING, ABOUT 75 FEET WEST OF THE CENTER LINE OF THE
 GK0712'NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE
 GK0712'EAST-AND-WEST ROAD, AND 20 FEET WEST OF A FENCE CORNER. A STANDARD
 GK0712'DISK, STAMPED X 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0712
 GK0712                          STATION RECOVERY (1973)
 GK0712
 GK0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0712'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0005 ***********************************************************************
 GL0005  DESIGNATION -  X 72
 GL0005  PID         -  GL0005
 GL0005  STATE/COUNTY-  OK/CIMARRON
 GL0005  COUNTRY     -  US
 GL0005  USGS QUAD   -  HOPKINS (2018)
 GL0005
 GL0005                         *CURRENT SURVEY CONTROL
 GL0005  ______________________________________________________________________
 GL0005* NAD 83(1986) POSITION- 36 45 45.     (N) 102 05 11.     (W)   SCALED
 GL0005* NAVD 88 ORTHO HEIGHT -  1150.185 (meters)     3773.57  (feet) ADJUSTED
 GL0005  ______________________________________________________________________
 GL0005  GEOID HEIGHT    -        -24.770 (meters)                     GEOID18
 GL0005  DYNAMIC HEIGHT  -       1148.961 (meters)     3769.55  (feet) COMP
 GL0005  MODELED GRAVITY -    979,528.0   (mgal)                       NAVD 88
 GL0005
 GL0005  VERT ORDER      -  SECOND    CLASS 0
 GL0005
 GL0005.The horizontal coordinates were scaled from a map and have
 GL0005.an estimated accuracy of +/- 6 seconds.
 GL0005
 GL0005.The orthometric height was determined by differential leveling and
 GL0005.adjusted by the NATIONAL GEODETIC SURVEY
 GL0005.in June 1991.
 GL0005
 GL0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0005.GEOID18 height accuracy estimate available here.
 GL0005
 GL0005.Click photographs - Photos may exist for this station.
 GL0005
 GL0005.The dynamic height is computed by dividing the NAVD 88
 GL0005.geopotential number by the normal gravity value computed on the
 GL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0005.degrees latitude (g = 980.6199 gals.).
 GL0005
 GL0005.The modeled gravity was interpolated from observed gravity values.
 GL0005
 GL0005;                    North         East    Units  Estimated Accuracy
 GL0005;SPC OK N     -   203,240.      235,240.      MT  (+/- 180 meters Scaled)
 GL0005
 GL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA600724(NAD 83)
 GL0005
 GL0005                          SUPERSEDED SURVEY CONTROL
 GL0005
 GL0005  NGVD 29 (??/??/92) 1149.668  (m)         3771.87   (f) ADJ UNCH    2 0
 GL0005
 GL0005.Superseded values are not recommended for survey control.
 GL0005
 GL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0005.See file dsdata.pdf to determine how the superseded data were derived.
 GL0005
 GL0005_MARKER: DB = BENCH MARK DISK
 GL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0005_STAMPING: X 72 1935
 GL0005_MARK LOGO: CGS
 GL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0005+STABILITY: SURFACE MOTION
 GL0005
 GL0005  HISTORY     - Date     Condition        Report By
 GL0005  HISTORY     - 1935     MONUMENTED       CGS
 GL0005  HISTORY     - 1970     MARK NOT FOUND   USGS
 GL0005
 GL0005                          STATION DESCRIPTION
 GL0005
 GL0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0005'26.0 MI E FROM BOISE CITY.
 GL0005'26.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 30 FT. W. OF
 GL0005'THE CENTER LINE OF A CULVERT, 50 FT. N. OF THE CENTER LINE OF THE
 GL0005'HWY., AND 2 FT. W. OF A TELEPHONE POLE, NEAR THE SOUTHEAST CORNER OF
 GL0005'SECTION 33, T 4 N, R 9 E.
 GL0005
 GL0005                          STATION RECOVERY (1970)
 GL0005
 GL0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GL0005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0347 ***********************************************************************
 GL0347  DESIGNATION -  X 73
 GL0347  PID         -  GL0347
 GL0347  STATE/COUNTY-  OK/CIMARRON
 GL0347  COUNTRY     -  US
 GL0347  USGS QUAD   -  WHEELESS (2018)
 GL0347
 GL0347                         *CURRENT SURVEY CONTROL
 GL0347  ______________________________________________________________________
 GL0347* NAD 83(1986) POSITION- 36 43 11.     (N) 102 54 41.     (W)   SCALED
 GL0347* NAVD 88 ORTHO HEIGHT -  1435.613 (meters)     4710.01  (feet) ADJUSTED
 GL0347  ______________________________________________________________________
 GL0347  GEOID HEIGHT    -        -22.664 (meters)                     GEOID18
 GL0347  DYNAMIC HEIGHT  -       1433.981 (meters)     4704.65  (feet) COMP
 GL0347  MODELED GRAVITY -    979,444.1   (mgal)                       NAVD 88
 GL0347
 GL0347  VERT ORDER      -  SECOND    CLASS 0
 GL0347
 GL0347.The horizontal coordinates were scaled from a map and have
 GL0347.an estimated accuracy of +/- 6 seconds.
 GL0347
 GL0347.The orthometric height was determined by differential leveling and
 GL0347.adjusted by the NATIONAL GEODETIC SURVEY
 GL0347.in June 1991.
 GL0347
 GL0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0347.GEOID18 height accuracy estimate available here.
 GL0347
 GL0347.Click photographs - Photos may exist for this station.
 GL0347
 GL0347.The dynamic height is computed by dividing the NAVD 88
 GL0347.geopotential number by the normal gravity value computed on the
 GL0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0347.degrees latitude (g = 980.6199 gals.).
 GL0347
 GL0347.The modeled gravity was interpolated from observed gravity values.
 GL0347
 GL0347;                    North         East    Units  Estimated Accuracy
 GL0347;SPC OK N     -   201,910.      161,420.      MT  (+/- 180 meters Scaled)
 GL0347
 GL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA865658(NAD 83)
 GL0347
 GL0347                          SUPERSEDED SURVEY CONTROL
 GL0347
 GL0347  NGVD 29 (??/??/92) 1434.943  (m)         4707.81   (f) ADJ UNCH    2 0
 GL0347
 GL0347.Superseded values are not recommended for survey control.
 GL0347
 GL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0347.See file dsdata.pdf to determine how the superseded data were derived.
 GL0347
 GL0347_MARKER: DB = BENCH MARK DISK
 GL0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0347_STAMPING: X 73 1935
 GL0347_MARK LOGO: CGS
 GL0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0347+STABILITY: SURFACE MOTION
 GL0347
 GL0347  HISTORY     - Date     Condition        Report By
 GL0347  HISTORY     - 1935     MONUMENTED       CGS
 GL0347  HISTORY     - 1941     GOOD             CGS
 GL0347  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0347
 GL0347                          STATION DESCRIPTION
 GL0347
 GL0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0347'1.0 MI W FROM WHEELESS.
 GL0347'TO REACH BENCH MARK FROM THE POST OFFICE AT WHEELESS, PROCEED WEST ON
 GL0347'GRADED ROAD, GO 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS AT A
 GL0347'CROSS ROADS.  55.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
 GL0347'25.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD. 21.0 FEET
 GL0347'NORTH OF A FENCE CORNER.  3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER
 GL0347'POST, AND 2.0 FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK
 GL0347'SET IN CONCRETE POST PROJECTING 1.0 FOOT.  NEAR THE SOUTHWEST CORNER
 GL0347'OF SECTION 13, T 3 N, R 1 E.
 GL0347
 GL0347                          STATION RECOVERY (1966)
 GL0347
 GL0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0006 ***********************************************************************
 GL0006  DESIGNATION -  X 74
 GL0006  PID         -  GL0006
 GL0006  STATE/COUNTY-  OK/CIMARRON
 GL0006  COUNTRY     -  US
 GL0006  USGS QUAD   -  HOPKINS (2018)
 GL0006
 GL0006                         *CURRENT SURVEY CONTROL
 GL0006  ______________________________________________________________________
 GL0006* NAD 83(1986) POSITION- 36 45 45.     (N) 102 06 16.     (W)   SCALED
 GL0006* NAVD 88 ORTHO HEIGHT -  1159.787 (meters)     3805.07  (feet) ADJUSTED
 GL0006  ______________________________________________________________________
 GL0006  GEOID HEIGHT    -        -24.721 (meters)                     GEOID18
 GL0006  DYNAMIC HEIGHT  -       1158.552 (meters)     3801.02  (feet) COMP
 GL0006  MODELED GRAVITY -    979,526.3   (mgal)                       NAVD 88
 GL0006
 GL0006  VERT ORDER      -  SECOND    CLASS 0
 GL0006
 GL0006.The horizontal coordinates were scaled from a map and have
 GL0006.an estimated accuracy of +/- 6 seconds.
 GL0006
 GL0006.The orthometric height was determined by differential leveling and
 GL0006.adjusted by the NATIONAL GEODETIC SURVEY
 GL0006.in June 1991.
 GL0006
 GL0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0006.GEOID18 height accuracy estimate available here.
 GL0006
 GL0006.Click photographs - Photos may exist for this station.
 GL0006
 GL0006.The dynamic height is computed by dividing the NAVD 88
 GL0006.geopotential number by the normal gravity value computed on the
 GL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0006.degrees latitude (g = 980.6199 gals.).
 GL0006
 GL0006.The modeled gravity was interpolated from observed gravity values.
 GL0006
 GL0006;                    North         East    Units  Estimated Accuracy
 GL0006;SPC OK N     -   203,310.      233,630.      MT  (+/- 180 meters Scaled)
 GL0006
 GL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA584724(NAD 83)
 GL0006
 GL0006                          SUPERSEDED SURVEY CONTROL
 GL0006
 GL0006  NGVD 29 (??/??/92) 1159.265  (m)         3803.36   (f) ADJ UNCH    2 0
 GL0006
 GL0006.Superseded values are not recommended for survey control.
 GL0006
 GL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0006.See file dsdata.pdf to determine how the superseded data were derived.
 GL0006
 GL0006_MARKER: DB = BENCH MARK DISK
 GL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0006_STAMPING: X 74 1935
 GL0006_MARK LOGO: CGS
 GL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0006+STABILITY: SURFACE MOTION
 GL0006
 GL0006  HISTORY     - Date     Condition        Report By
 GL0006  HISTORY     - 1935     MONUMENTED       CGS
 GL0006  HISTORY     - 1970     MARK NOT FOUND   USGS
 GL0006
 GL0006                          STATION DESCRIPTION
 GL0006
 GL0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0006'25.0 MI E FROM BOISE CITY.
 GL0006'25.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A VERY DIM CROSS ROAD, W. OF
 GL0006'THE CROSS ROAD, 50 FT. N. OF THE CENTER LINE OF THE HWY., AND 2 FT. W.
 GL0006'OF A TELEPHONE POLE.  NEAR THE SOUTHEAST CORNER OF SECTION 32, T 4 N,
 GL0006'R 9 E.
 GL0006
 GL0006                          STATION RECOVERY (1970)
 GL0006
 GL0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GL0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0217 ***********************************************************************
 FH0217  DESIGNATION -  X 76
 FH0217  PID         -  FH0217
 FH0217  STATE/COUNTY-  OK/SEQUOYAH
 FH0217  COUNTRY     -  US
 FH0217  USGS QUAD   -  FORT SMITH (2017)
 FH0217
 FH0217                         *CURRENT SURVEY CONTROL
 FH0217  ______________________________________________________________________
 FH0217* NAD 83(1986) POSITION- 35 23 33.     (N) 094 26 16.     (W)   SCALED
 FH0217* NAVD 88 ORTHO HEIGHT -   128.969 (meters)      423.13  (feet) ADJUSTED
 FH0217  ______________________________________________________________________
 FH0217  GEOID HEIGHT    -        -30.107 (meters)                     GEOID18
 FH0217  DYNAMIC HEIGHT  -        128.847 (meters)      422.73  (feet) COMP
 FH0217  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH0217
 FH0217  VERT ORDER      -  SECOND    CLASS 0
 FH0217
 FH0217.The horizontal coordinates were scaled from a map and have
 FH0217.an estimated accuracy of +/- 6 seconds.
 FH0217
 FH0217.The orthometric height was determined by differential leveling and
 FH0217.adjusted by the NATIONAL GEODETIC SURVEY
 FH0217.in June 1991.
 FH0217
 FH0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0217.GEOID18 height accuracy estimate available here.
 FH0217
 FH0217.Click photographs - Photos may exist for this station.
 FH0217
 FH0217.The dynamic height is computed by dividing the NAVD 88
 FH0217.geopotential number by the normal gravity value computed on the
 FH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0217.degrees latitude (g = 980.6199 gals.).
 FH0217
 FH0217.The modeled gravity was interpolated from observed gravity values.
 FH0217
 FH0217;                    North         East    Units  Estimated Accuracy
 FH0217;SPC OK N     -    49,490.      923,570.      MT  (+/- 180 meters Scaled)
 FH0217
 FH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV694175(NAD 83)
 FH0217
 FH0217                          SUPERSEDED SURVEY CONTROL
 FH0217
 FH0217  NGVD 29 (??/??/92)  128.878  (m)          422.83   (f) ADJ UNCH    2 0
 FH0217
 FH0217.Superseded values are not recommended for survey control.
 FH0217
 FH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0217.See file dsdata.pdf to determine how the superseded data were derived.
 FH0217
 FH0217_MARKER: DB = BENCH MARK DISK
 FH0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0217_SP_SET: ABUTMENT
 FH0217_STAMPING: X 76 1940
 FH0217_MARK LOGO: CGS
 FH0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0217
 FH0217  HISTORY     - Date     Condition        Report By
 FH0217  HISTORY     - 1940     MONUMENTED       CGS
 FH0217  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0217  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FH0217
 FH0217                          STATION DESCRIPTION
 FH0217
 FH0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0217'0.7 MI NE FROM MOFFETT.
 FH0217'0.7 MILES NORTHEAST OF SCHOOL BUILDING AT MOFFETT, LOCATED ALONG
 FH0217'THE ST. LOUIS AND SAN FRANCISCO RR., AT WEST END OF RR. BRIDGE
 FH0217'OVER ARKANSAS RIVER, 15 FEET NORTH OF CENTER LINE OF TRACK ON
 FH0217'NORTH END OF WEST ABUTMENT.  NOTE-- NEW ABUTMENTS HAVE BEEN BUILT
 FH0217'AT THE BRIDGE.
 FH0217
 FH0217                          STATION RECOVERY (1959)
 FH0217
 FH0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0217'MARK NOT FOUND.
 FH0217
 FH0217                          STATION RECOVERY (1984)
 FH0217
 FH0217'RECOVERY NOTE BY US POWER SQUADRON 1984 (WEK)
 FH0217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0603 ***********************************************************************
 FH0603  DESIGNATION -  X 77
 FH0603  PID         -  FH0603
 FH0603  STATE/COUNTY-  OK/MUSKOGEE
 FH0603  COUNTRY     -  US
 FH0603  USGS QUAD   -  STIGLER NE (2018)
 FH0603
 FH0603                         *CURRENT SURVEY CONTROL
 FH0603  ______________________________________________________________________
 FH0603* NAD 83(1986) POSITION- 35 26 52.     (N) 095 05 34.     (W)   SCALED
 FH0603* NAVD 88 ORTHO HEIGHT -   145.136 (meters)      476.17  (feet) ADJUSTED
 FH0603  ______________________________________________________________________
 FH0603  GEOID HEIGHT    -        -30.044 (meters)                     GEOID18
 FH0603  DYNAMIC HEIGHT  -        145.001 (meters)      475.72  (feet) COMP
 FH0603  MODELED GRAVITY -    979,700.0   (mgal)                       NAVD 88
 FH0603
 FH0603  VERT ORDER      -  SECOND    CLASS 0
 FH0603
 FH0603.The horizontal coordinates were scaled from a map and have
 FH0603.an estimated accuracy of +/- 6 seconds.
 FH0603
 FH0603.The orthometric height was determined by differential leveling and
 FH0603.adjusted by the NATIONAL GEODETIC SURVEY
 FH0603.in June 1991.
 FH0603
 FH0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0603.GEOID18 height accuracy estimate available here.
 FH0603
 FH0603.Click photographs - Photos may exist for this station.
 FH0603
 FH0603.The dynamic height is computed by dividing the NAVD 88
 FH0603.geopotential number by the normal gravity value computed on the
 FH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0603.degrees latitude (g = 980.6199 gals.).
 FH0603
 FH0603.The modeled gravity was interpolated from observed gravity values.
 FH0603
 FH0603;                    North         East    Units  Estimated Accuracy
 FH0603;SPC OK N     -    53,630.      863,910.      MT  (+/- 180 meters Scaled)
 FH0603
 FH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV100247(NAD 83)
 FH0603
 FH0603                          SUPERSEDED SURVEY CONTROL
 FH0603
 FH0603  NGVD 29 (??/??/92)  145.021  (m)          475.79   (f) ADJ UNCH    2 0
 FH0603
 FH0603.Superseded values are not recommended for survey control.
 FH0603
 FH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0603.See file dsdata.pdf to determine how the superseded data were derived.
 FH0603
 FH0603_MARKER: DB = BENCH MARK DISK
 FH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0603_STAMPING: X 77 1940
 FH0603_MARK LOGO: CGS
 FH0603_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0603+STABILITY: SURFACE MOTION
 FH0603
 FH0603  HISTORY     - Date     Condition        Report By
 FH0603  HISTORY     - 1940     MONUMENTED       CGS
 FH0603  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0603
 FH0603                          STATION DESCRIPTION
 FH0603
 FH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0603'7.4 MI SE FROM WEBBERS FALLS.
 FH0603'7.4 MILES SOUTHEAST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0603'FROM THE POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON
 FH0603'GRAVELED ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN
 FH0603'GRAVELED ROAD, GO 3.0 MILES, TURN LEFT (EAST) AT T-INTERSECTION,
 FH0603'GO 1.5 MILES TURN RIGHT (SOUTH) AT T-INTERSECTION GO 0.5 MILE,
 FH0603'TURN LEFT (EAST) AT CROSS-ROADS, GO 0.8 MILE, TURN RIGHT (SOUTH)
 FH0603'ONTO TRACK ROAD ALONG EAST BANK OF DIRTY CREEK, GO 0.9 MILE.
 FH0603'BENCH MARK IS LOCATED NEAR THE EAST BANK OF DIRTY CREEK, AT SOUTH
 FH0603'END OF A GRADED DIRT ROAD, 30 FEET WEST OF CENTER LINE OF ROAD,
 FH0603'26 FEET SOUTH OF EDGE OF CREEK BANK, 2.4 FEET SOUTH OF A 4 X 4
 FH0603'INCH WOODEN POST PAINTED WHITE PROJECTING 2 FEET.  MONUMENT
 FH0603'PROJECTS 0.5 FOOT.  NOTE-- BRIDGE OVER DIRTY CREEK IS GONE AND
 FH0603'THE AREA TO THE EAST OF THE CREEK CAN ONLY BE REACHED IN DRY
 FH0603'WEATHER.
 FH0603
 FH0603                          STATION RECOVERY (1960)
 FH0603
 FH0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0603'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0537 ***********************************************************************
 FH0537  DESIGNATION -  X 78
 FH0537  PID         -  FH0537
 FH0537  STATE/COUNTY-  OK/MUSKOGEE
 FH0537  COUNTRY     -  US
 FH0537  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0537
 FH0537                         *CURRENT SURVEY CONTROL
 FH0537  ______________________________________________________________________
 FH0537* NAD 83(1986) POSITION- 35 47 02.     (N) 095 22 32.     (W)   SCALED
 FH0537* NAVD 88 ORTHO HEIGHT -   171.514 (meters)      562.71  (feet) ADJUSTED
 FH0537  ______________________________________________________________________
 FH0537  GEOID HEIGHT    -        -29.434 (meters)                     GEOID18
 FH0537  DYNAMIC HEIGHT  -        171.361 (meters)      562.21  (feet) COMP
 FH0537  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 FH0537
 FH0537  VERT ORDER      -  SECOND    CLASS 0
 FH0537
 FH0537.The horizontal coordinates were scaled from a map and have
 FH0537.an estimated accuracy of +/- 6 seconds.
 FH0537
 FH0537.The orthometric height was determined by differential leveling and
 FH0537.adjusted by the NATIONAL GEODETIC SURVEY
 FH0537.in June 1991.
 FH0537
 FH0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0537.GEOID18 height accuracy estimate available here.
 FH0537
 FH0537.Click photographs - Photos may exist for this station.
 FH0537
 FH0537.The dynamic height is computed by dividing the NAVD 88
 FH0537.geopotential number by the normal gravity value computed on the
 FH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0537.degrees latitude (g = 980.6199 gals.).
 FH0537
 FH0537.The modeled gravity was interpolated from observed gravity values.
 FH0537
 FH0537;                    North         East    Units  Estimated Accuracy
 FH0537;SPC OK N     -    90,180.      837,240.      MT  (+/- 180 meters Scaled)
 FH0537
 FH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV852625(NAD 83)
 FH0537
 FH0537                          SUPERSEDED SURVEY CONTROL
 FH0537
 FH0537  NGVD 29 (??/??/92)  171.401  (m)          562.34   (f) ADJ UNCH    2 0
 FH0537
 FH0537.Superseded values are not recommended for survey control.
 FH0537
 FH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0537.See file dsdata.pdf to determine how the superseded data were derived.
 FH0537
 FH0537_MARKER: DB = BENCH MARK DISK
 FH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0537_STAMPING: X 78 1940
 FH0537_MARK LOGO: CGS
 FH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0537+STABILITY: SURFACE MOTION
 FH0537
 FH0537  HISTORY     - Date     Condition        Report By
 FH0537  HISTORY     - 1940     MONUMENTED       CGS
 FH0537  HISTORY     - 1960     GOOD             CGS
 FH0537
 FH0537                          STATION DESCRIPTION
 FH0537
 FH0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0537'3.5 MI N FROM MUSKOGEE.
 FH0537'TO REACH FROM THE JUNCTION OF U.S. 62 AND U.S. 62 BUSINESS
 FH0537'ROUTE, AT THE NORTH EDGE OF MUSKOGEE, GO NORTH FOR 1.0 MILE TO
 FH0537'CROSSROADS THENCE LEFT AND GO WEST FOR 1.0 MILE TO MARK IN
 FH0537'NORTHEAST ANGLE OF CROSSROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0261 ***********************************************************************
 FJ0261  DESIGNATION -  X 8
 FJ0261  PID         -  FJ0261
 FJ0261  STATE/COUNTY-  OK/LINCOLN
 FJ0261  COUNTRY     -  US
 FJ0261  USGS QUAD   -  LUTHER (2018)
 FJ0261
 FJ0261                         *CURRENT SURVEY CONTROL
 FJ0261  ______________________________________________________________________
 FJ0261* NAD 83(1986) POSITION- 35 42 10.     (N) 097 08 26.     (W)   SCALED
 FJ0261* NAVD 88 ORTHO HEIGHT -   268.492 (meters)      880.88  (feet) ADJUSTED
 FJ0261  ______________________________________________________________________
 FJ0261  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 FJ0261  DYNAMIC HEIGHT  -        268.243 (meters)      880.06  (feet) COMP
 FJ0261  MODELED GRAVITY -    979,696.5   (mgal)                       NAVD 88
 FJ0261
 FJ0261  VERT ORDER      -  FIRST     CLASS II
 FJ0261
 FJ0261.The horizontal coordinates were scaled from a map and have
 FJ0261.an estimated accuracy of +/- 6 seconds.
 FJ0261
 FJ0261.The orthometric height was determined by differential leveling and
 FJ0261.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0261.in August 1994.
 FJ0261
 FJ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0261.GEOID18 height accuracy estimate available here.
 FJ0261
 FJ0261.Click photographs - Photos may exist for this station.
 FJ0261
 FJ0261.The dynamic height is computed by dividing the NAVD 88
 FJ0261.geopotential number by the normal gravity value computed on the
 FJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0261.degrees latitude (g = 980.6199 gals.).
 FJ0261
 FJ0261.The modeled gravity was interpolated from observed gravity values.
 FJ0261
 FJ0261;                    North         East    Units  Estimated Accuracy
 FJ0261;SPC OK N     -    78,320.      677,780.      MT  (+/- 180 meters Scaled)
 FJ0261
 FJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE682525(NAD 83)
 FJ0261
 FJ0261                          SUPERSEDED SURVEY CONTROL
 FJ0261
 FJ0261  NAVD 88 (06/15/91)  268.518  (m)          880.96   (f) SUPERSEDED  1 2
 FJ0261  NGVD 29 (??/??/92)  268.420  (m)          880.64   (f) ADJ UNCH    1 2
 FJ0261
 FJ0261.Superseded values are not recommended for survey control.
 FJ0261
 FJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0261.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0261
 FJ0261_MARKER: DB = BENCH MARK DISK
 FJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0261_STAMPING: X 8 1933
 FJ0261_MARK LOGO: CGS
 FJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0261+STABILITY: SURFACE MOTION
 FJ0261
 FJ0261  HISTORY     - Date     Condition        Report By
 FJ0261  HISTORY     - 1933     MONUMENTED       CGS
 FJ0261  HISTORY     - 1934     GOOD             CGS
 FJ0261  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FJ0261
 FJ0261                          STATION DESCRIPTION
 FJ0261
 FJ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0261'4.3 MI NE FROM LUTHER.
 FJ0261'4.3 MILES NE. OF LUTHER.  ON S.L.-S.F. R.R. AT MP 510/15, 35
 FJ0261'FEET S. OF TRACK AND 70 FEET E. OF HIGHWAY CROSSING.
 FJ0261
 FJ0261                          STATION RECOVERY (1934)
 FJ0261
 FJ0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0261'RECOVERED IN GOOD CONDITION.
 FJ0261
 FJ0261                          STATION RECOVERY (1989)
 FJ0261
 FJ0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (BA)
 FJ0261'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0608 ***********************************************************************
 FJ0608  DESIGNATION -  X 9 RESET
 FJ0608  PID         -  FJ0608
 FJ0608  STATE/COUNTY-  OK/CANADIAN
 FJ0608  COUNTRY     -  US
 FJ0608  USGS QUAD   -  BETHANY (2018)
 FJ0608
 FJ0608                         *CURRENT SURVEY CONTROL
 FJ0608  ______________________________________________________________________
 FJ0608* NAD 83(1986) POSITION- 35 30 29.     (N) 097 44 51.     (W)   SCALED
 FJ0608* NAVD 88 ORTHO HEIGHT -   395.30  (+/-2cm)     1296.9   (feet) VERTCON3
 FJ0608  ______________________________________________________________________
 FJ0608  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 FJ0608  VERT ORDER      -  THIRD (See Below)
 FJ0608
 FJ0608.The horizontal coordinates were scaled from a map and have
 FJ0608.an estimated accuracy of +/- 6 seconds.
 FJ0608
 FJ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ0608
 FJ0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0608.GEOID18 height accuracy estimate available here.
 FJ0608
 FJ0608.The vertical order pertains to the NGVD 29 superseded value.
 FJ0608
 FJ0608.Click photographs - Photos may exist for this station.
 FJ0608
 FJ0608;                    North         East    Units  Estimated Accuracy
 FJ0608;SPC OK N     -    56,400.      622,910.      MT  (+/- 180 meters Scaled)
 FJ0608
 FJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE135301(NAD 83)
 FJ0608
 FJ0608                          SUPERSEDED SURVEY CONTROL
 FJ0608
 FJ0608  NGVD 29 (05/21/03)  395.17   (m)         1296.5    (f) RESET       3  
 FJ0608
 FJ0608.Superseded values are not recommended for survey control.
 FJ0608
 FJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0608.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0608
 FJ0608_MARKER: DB = BENCH MARK DISK
 FJ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0608_STAMPING: X 9 RESET 1935
 FJ0608_MARK LOGO: CGS
 FJ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0608+STABILITY: SURFACE MOTION
 FJ0608
 FJ0608  HISTORY     - Date     Condition        Report By
 FJ0608  HISTORY     - 1935     MONUMENTED       CGS
 FJ0608  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0608  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0608
 FJ0608                          STATION DESCRIPTION
 FJ0608
 FJ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FJ0608'IN YUKON.
 FJ0608'AT YUKON, CANADIAN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 FJ0608'PACIFIC RAILROAD, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FJ0608'THE STATION, AND 75 FEET WEST OF A SHALE ROAD.  A STANDARD DISK,
 FJ0608'STAMPED X 9 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0608
 FJ0608                          STATION RECOVERY (1964)
 FJ0608
 FJ0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0608'MARK NOT FOUND.
 FJ0608
 FJ0608                          STATION RECOVERY (1984)
 FJ0608
 FJ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0608'SEARCHED FOR AND NOT RECOVERED THIS DATE.  NOTE, THIS MARK WAS
 FJ0608'SEARCHED FOR AND NOT RECOVERED IN 1953.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0224 ***********************************************************************
 EM0224  DESIGNATION -  X 96
 EM0224  PID         -  EM0224
 EM0224  STATE/COUNTY-  OK/JACKSON
 EM0224  COUNTRY     -  US
 EM0224  USGS QUAD   -  LONG MOUNTAIN (2018)
 EM0224
 EM0224                         *CURRENT SURVEY CONTROL
 EM0224  ______________________________________________________________________
 EM0224* NAD 83(1986) POSITION- 34 37 31.     (N) 099 07 17.     (W)   SCALED
 EM0224* NAVD 88 ORTHO HEIGHT -   414.023 (meters)     1358.34  (feet) ADJUSTED
 EM0224  ______________________________________________________________________
 EM0224  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 EM0224  DYNAMIC HEIGHT  -        413.596 (meters)     1356.94  (feet) COMP
 EM0224  MODELED GRAVITY -    979,591.8   (mgal)                       NAVD 88
 EM0224
 EM0224  VERT ORDER      -  SECOND    CLASS 0
 EM0224
 EM0224.The horizontal coordinates were scaled from a map and have
 EM0224.an estimated accuracy of +/- 6 seconds.
 EM0224
 EM0224.The orthometric height was determined by differential leveling and
 EM0224.adjusted by the NATIONAL GEODETIC SURVEY
 EM0224.in June 1991.
 EM0224
 EM0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0224.GEOID18 height accuracy estimate available here.
 EM0224
 EM0224.Click photographs - Photos may exist for this station.
 EM0224
 EM0224.The dynamic height is computed by dividing the NAVD 88
 EM0224.geopotential number by the normal gravity value computed on the
 EM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0224.degrees latitude (g = 980.6199 gals.).
 EM0224
 EM0224.The modeled gravity was interpolated from observed gravity values.
 EM0224
 EM0224;                    North         East    Units  Estimated Accuracy
 EM0224;SPC OK S     -   143,880.      497,180.      MT  (+/- 180 meters Scaled)
 EM0224
 EM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD888314(NAD 83)
 EM0224
 EM0224                          SUPERSEDED SURVEY CONTROL
 EM0224
 EM0224  NGVD 29 (??/??/92)  413.863  (m)         1357.82   (f) ADJ UNCH    2 0
 EM0224
 EM0224.Superseded values are not recommended for survey control.
 EM0224
 EM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0224.See file dsdata.pdf to determine how the superseded data were derived.
 EM0224
 EM0224_MARKER: DB = BENCH MARK DISK
 EM0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0224_STAMPING: X 96 1934
 EM0224_MARK LOGO: CGS
 EM0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0224+STABILITY: SURFACE MOTION
 EM0224
 EM0224  HISTORY     - Date     Condition        Report By
 EM0224  HISTORY     - 1934     MONUMENTED       CGS
 EM0224  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0224
 EM0224                          STATION DESCRIPTION
 EM0224
 EM0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0224'0.8 MI E FROM HEADRICK.
 EM0224'0.8 MI. E . OF ON FRISCO RAILROAD.  AT MILE POST 675.5, 2 FT. S. OF
 EM0224'MILE POST, 33 FT. N. CENTER LINE OF TRACK, AND 17 FT. S. OF FENCE.
 EM0224
 EM0224                          STATION RECOVERY (1963)
 EM0224
 EM0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0472 ***********************************************************************
 EK0472  DESIGNATION -  X 99
 EK0472  PID         -  EK0472
 EK0472  STATE/COUNTY-  OK/PUSHMATAHA
 EK0472  COUNTRY     -  US
 EK0472  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0472
 EK0472                         *CURRENT SURVEY CONTROL
 EK0472  ______________________________________________________________________
 EK0472* NAD 83(1986) POSITION- 34 20 43.     (N) 095 08 00.     (W)   SCALED
 EK0472* NAVD 88 ORTHO HEIGHT -   211.028 (meters)      692.35  (feet) ADJUSTED
 EK0472  ______________________________________________________________________
 EK0472  GEOID HEIGHT    -        -30.934 (meters)                     GEOID18
 EK0472  DYNAMIC HEIGHT  -        210.796 (meters)      691.59  (feet) COMP
 EK0472  MODELED GRAVITY -    979,532.3   (mgal)                       NAVD 88
 EK0472
 EK0472  VERT ORDER      -  SECOND    CLASS 0
 EK0472
 EK0472.The horizontal coordinates were scaled from a map and have
 EK0472.an estimated accuracy of +/- 6 seconds.
 EK0472
 EK0472.The orthometric height was determined by differential leveling and
 EK0472.adjusted by the NATIONAL GEODETIC SURVEY
 EK0472.in June 1991.
 EK0472
 EK0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0472.GEOID18 height accuracy estimate available here.
 EK0472
 EK0472.Click photographs - Photos may exist for this station.
 EK0472
 EK0472.The dynamic height is computed by dividing the NAVD 88
 EK0472.geopotential number by the normal gravity value computed on the
 EK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0472.degrees latitude (g = 980.6199 gals.).
 EK0472
 EK0472.The modeled gravity was interpolated from observed gravity values.
 EK0472
 EK0472;                    North         East    Units  Estimated Accuracy
 EK0472;SPC OK S     -   115,990.      863,710.      MT  (+/- 180 meters Scaled)
 EK0472
 EK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU037025(NAD 83)
 EK0472
 EK0472                          SUPERSEDED SURVEY CONTROL
 EK0472
 EK0472  NGVD 29 (??/??/92)  210.955  (m)          692.11   (f) ADJ UNCH    2 0
 EK0472
 EK0472.Superseded values are not recommended for survey control.
 EK0472
 EK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0472.See file dsdata.pdf to determine how the superseded data were derived.
 EK0472
 EK0472_MARKER: DB = BENCH MARK DISK
 EK0472_SETTING: 66 = SET IN ROCK OUTCROP
 EK0472_STAMPING: X 99 1960
 EK0472_MARK LOGO: CGS
 EK0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0472+STABILITY: POSITION/ELEVATION WELL
 EK0472
 EK0472  HISTORY     - Date     Condition        Report By
 EK0472  HISTORY     - 1960     MONUMENTED       CGS
 EK0472
 EK0472                          STATION DESCRIPTION
 EK0472
 EK0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0472'10.2 MI NE FROM CLOUDY.
 EK0472'ABOUT 10.15 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0472'OFFICE AT CLOUDY, AT A JUNCTION OF A Y ROAD LEADING NORTH, IN
 EK0472'SECTION 28, R 21 E, T 2 S, ON THE SOUTHWEST BANK OF A CREEK,
 EK0472'SET IN THE TOP OF A ROCK FLUSH WITH THE GROUND, 19 FEET SOUTHEAST
 EK0472'OF THE CENTER LINE OF THE ROAD, IN LINE WITH THE PROJECTING CENTER
 EK0472'LINE OF Y ROAD LEADING NORTH, ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0890 ***********************************************************************
 FH0890  DESIGNATION -  X OKDH
 FH0890  PID         -  FH0890
 FH0890  STATE/COUNTY-  OK/MUSKOGEE
 FH0890  COUNTRY     -  US
 FH0890  USGS QUAD   -  STIGLER NE (2018)
 FH0890
 FH0890                         *CURRENT SURVEY CONTROL
 FH0890  ______________________________________________________________________
 FH0890* NAD 83(1986) POSITION- 35 29 08.     (N) 095 06 00.     (W)   SCALED
 FH0890* NAVD 88 ORTHO HEIGHT -   161.719 (meters)      530.57  (feet) ADJUSTED
 FH0890  ______________________________________________________________________
 FH0890  GEOID HEIGHT    -        -29.932 (meters)                     GEOID18
 FH0890  DYNAMIC HEIGHT  -        161.569 (meters)      530.08  (feet) COMP
 FH0890  MODELED GRAVITY -    979,705.8   (mgal)                       NAVD 88
 FH0890
 FH0890  VERT ORDER      -  FIRST     CLASS II
 FH0890
 FH0890.The horizontal coordinates were scaled from a map and have
 FH0890.an estimated accuracy of +/- 6 seconds.
 FH0890
 FH0890.The orthometric height was determined by differential leveling and
 FH0890.adjusted by the NATIONAL GEODETIC SURVEY
 FH0890.in June 1991.
 FH0890
 FH0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0890.GEOID18 height accuracy estimate available here.
 FH0890
 FH0890.Click photographs - Photos may exist for this station.
 FH0890
 FH0890.The dynamic height is computed by dividing the NAVD 88
 FH0890.geopotential number by the normal gravity value computed on the
 FH0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0890.degrees latitude (g = 980.6199 gals.).
 FH0890
 FH0890.The modeled gravity was interpolated from observed gravity values.
 FH0890
 FH0890;                    North         East    Units  Estimated Accuracy
 FH0890;SPC OK N     -    57,800.      863,130.      MT  (+/- 180 meters Scaled)
 FH0890
 FH0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV094289(NAD 83)
 FH0890
 FH0890                          SUPERSEDED SURVEY CONTROL
 FH0890
 FH0890.No superseded survey control is available for this station.
 FH0890
 FH0890_MARKER: DD = SURVEY DISK
 FH0890_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FH0890_SP_SET: BRIDGE RETAINING WALL
 FH0890_STAMPING: X
 FH0890_MARK LOGO: OKDH
 FH0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0890
 FH0890  HISTORY     - Date     Condition        Report By
 FH0890  HISTORY     - UNK      MONUMENTED       OKDH
 FH0890  HISTORY     - 1984     GOOD             NGS
 FH0890  HISTORY     - 1988     GOOD             USPSQD
 FH0890  HISTORY     - 1989     GOOD             USPSQD
 FH0890  HISTORY     - 1990     GOOD             USPSQD
 FH0890  HISTORY     - 20210511 MARK NOT FOUND   OKDOT
 FH0890
 FH0890                          STATION DESCRIPTION
 FH0890
 FH0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0890'4.6 KM (2.85 MI) EAST FROM WEBBERS FALLS.
 FH0890'4.6 KM (2.85 MI) EAST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION OF
 FH0890'STATE HIGHWAY 100 (ABOUT TWO MILES SOUTH OF WEBBERS FALLS), AT THE
 FH0890'WEST END OF THE RIVER BRIDGE OVER THE ARKANSAS RIVER, SET IN TOP OF
 FH0890'THE EAST END OF A RETAINING WALL, ABOUT 0.9 METER (3.0 FT) ABOVE THE
 FH0890'CENTER OF THE EASTBOUND LANES, 5.33 METERS (17.5 FT) SOUTH OF THE
 FH0890'CENTERLINE OF THE EASTBOUND LANES, 6.27 METERS (20.6 FT) EAST OF THE
 FH0890'WEST END OF A RETAINING WALL WHICH PROJECTS ABOUT 0.9 METER (3.0 FT),
 FH0890'AND 0.15 METERS (0.5 FT) WEST OF THE EAST END OF THE RETAINING WALL.
 FH0890'THE MARK IS 0.76 M ABOVE TOP OF CURB.
 FH0890
 FH0890                          STATION RECOVERY (1988)
 FH0890
 FH0890'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0890'RECOVERED IN GOOD CONDITION.
 FH0890
 FH0890                          STATION RECOVERY (1989)
 FH0890
 FH0890'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0890'RECOVERED IN GOOD CONDITION.
 FH0890
 FH0890                          STATION RECOVERY (1990)
 FH0890
 FH0890'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0890'RECOVERED IN GOOD CONDITION.
 FH0890
 FH0890                          STATION RECOVERY (2021)
 FH0890
 FH0890'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (SH)
 FH0890'MARK WAS DESTROYED WHEN THE BRIDGE WAS REBUILT AFTER THE BARGE HIT IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0567 ***********************************************************************
 EK0567  DESIGNATION -  XX 63
 EK0567  PID         -  EK0567
 EK0567  STATE/COUNTY-  OK/PUSHMATAHA
 EK0567  COUNTRY     -  US
 EK0567  USGS QUAD   -  KOSOMA (2019)
 EK0567
 EK0567                         *CURRENT SURVEY CONTROL
 EK0567  ______________________________________________________________________
 EK0567* NAD 83(1986) POSITION- 34 20 50.     (N) 095 36 42.     (W)   SCALED
 EK0567* NAVD 88 ORTHO HEIGHT -   150.761 (meters)      494.62  (feet) ADJUSTED
 EK0567  ______________________________________________________________________
 EK0567  GEOID HEIGHT    -        -30.467 (meters)                     GEOID18
 EK0567  DYNAMIC HEIGHT  -        150.598 (meters)      494.09  (feet) COMP
 EK0567  MODELED GRAVITY -    979,553.4   (mgal)                       NAVD 88
 EK0567
 EK0567  VERT ORDER      -  SECOND    CLASS 0
 EK0567
 EK0567.The horizontal coordinates were scaled from a map and have
 EK0567.an estimated accuracy of +/- 6 seconds.
 EK0567
 EK0567.The orthometric height was determined by differential leveling and
 EK0567.adjusted by the NATIONAL GEODETIC SURVEY
 EK0567.in June 1991.
 EK0567
 EK0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0567.GEOID18 height accuracy estimate available here.
 EK0567
 EK0567.Click photographs - Photos may exist for this station.
 EK0567
 EK0567.The dynamic height is computed by dividing the NAVD 88
 EK0567.geopotential number by the normal gravity value computed on the
 EK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0567.degrees latitude (g = 980.6199 gals.).
 EK0567
 EK0567.The modeled gravity was interpolated from observed gravity values.
 EK0567
 EK0567;                    North         East    Units  Estimated Accuracy
 EK0567;SPC OK S     -   115,060.      819,710.      MT  (+/- 180 meters Scaled)
 EK0567
 EK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU597037(NAD 83)
 EK0567
 EK0567                          SUPERSEDED SURVEY CONTROL
 EK0567
 EK0567  NGVD 29 (??/??/92)  150.676  (m)          494.34   (f) ADJ UNCH    2 0
 EK0567
 EK0567.Superseded values are not recommended for survey control.
 EK0567
 EK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0567.See file dsdata.pdf to determine how the superseded data were derived.
 EK0567
 EK0567_MARKER: DB = BENCH MARK DISK
 EK0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0567_STAMPING: XX 63 1934
 EK0567_MARK LOGO: CGS
 EK0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0567+STABILITY: SURFACE MOTION
 EK0567
 EK0567  HISTORY     - Date     Condition        Report By
 EK0567  HISTORY     - 1934     MONUMENTED       CGS
 EK0567  HISTORY     - 1960     GOOD             CGS
 EK0567  HISTORY     - 1969     GOOD             CGS
 EK0567
 EK0567                          STATION DESCRIPTION
 EK0567
 EK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0567'AT KOSOMA.
 EK0567'AT KOSOMA, PUSHMATAHA COUNTY, ABOUT 100 FEET NORTH OF THE ST.
 EK0567'LOUIS-SAN FRANCISCO RAILWAY STATION, 20 FEET SOUTH OF THE CENTER
 EK0567'LINE OF A ROAD, 30 FEET EAST OF THE TRACK, AND 30 FEET SOUTHWEST
 EK0567'OF A PROPERTY SIGN.  A STANDARD DISK, STAMPED XX 63 1934 AND SET
 EK0567'IN THE TOP OF A CONCRETE POST.
 EK0567
 EK0567                          STATION RECOVERY (1969)
 EK0567
 EK0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EK0567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0527 ***********************************************************************
 GJ0527  DESIGNATION -  XYLO
 GJ0527  PID         -  GJ0527
 GJ0527  STATE/COUNTY-  OK/GARFIELD
 GJ0527  COUNTRY     -  US
 GJ0527  USGS QUAD   -  LAHOMA (2018)
 GJ0527
 GJ0527                         *CURRENT SURVEY CONTROL
 GJ0527  ______________________________________________________________________
 GJ0527* NAD 83(1993) POSITION- 36 25 09.18834(N) 098 00 53.78327(W)   ADJUSTED
 GJ0527* NAVD 88 ORTHO HEIGHT -   394.6   (meters)     1295.    (feet) VERTCON3
 GJ0527  ______________________________________________________________________
 GJ0527  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 GJ0527  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 GJ0527  HORZ ORDER      -  FIRST
 GJ0527
 GJ0527.The horizontal coordinates were established by classical geodetic methods
 GJ0527.and adjusted by the National Geodetic Survey in November 1994.
 GJ0527
 GJ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0527
 GJ0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0527.GEOID18 height accuracy estimate available here.
 GJ0527
 GJ0527.Click photographs - Photos may exist for this station.
 GJ0527
 GJ0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0527
 GJ0527. The following values were computed from the NAD 83(1993) position.
 GJ0527
 GJ0527;                    North         East     Units Scale Factor Converg.
 GJ0527;SPC OK N     -   157,468.006   598,660.198   MT  0.99995503   -0 00 31.7
 GJ0527;SPC OK N     -   516,626.28  1,964,104.33   sFT  0.99995503   -0 00 31.7
 GJ0527;UTM  14      - 4,030,898.315   588,310.170   MT  0.99969608   +0 35 05.5
 GJ0527
 GJ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0527!SPC OK N     -   0.99994241  x   0.99995503  =   0.99989744
 GJ0527!UTM  14      -   0.99994241  x   0.99969608  =   0.99963850
 GJ0527
 GJ0527:                Primary Azimuth Mark                     Grid Az
 GJ0527:SPC OK N     -  XYLO AZ MK                               000 00 34.0
 GJ0527:UTM  14      -  XYLO AZ MK                               359 24 56.8
 GJ0527
 GJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8831030898(NAD 83)
 GJ0527
 GJ0527|---------------------------------------------------------------------|
 GJ0527| PID    Reference Object                     Distance      Geod. Az  |
 GJ0527|                                                           dddmmss.s |
 GJ0527| CL3671 XYLO AZ MK                                         0000002.3 |
 GJ0527| GH0816 ENID RAD STA KCRC CENTER MAST       APPROX.12.5 KM 0891416.2 |
 GJ0527| GH0818 ENID BROADWAY TOWER ANTENNA         APPROX.12.6 KM 1012008.3 |
 GJ0527| GH0808 VANCE AFB WATER TANK                APPROX.13.3 KM 1312217.0 |
 GJ0527| GH0809 VANCE AFB WEATHER TOWER             APPROX.13.0 KM 1314559.3 |
 GJ0527| CL3672 XYLO RM 1                            25.062 METERS 26755     |
 GJ0527| GJ0529 XYLO RM A                            32.339 METERS 31055     |
 GJ0527| GJ0528 CARRIER FARMERS COOP NW ELEV        APPROX. 6.6 KM 3533001.9 |
 GJ0527| CL3673 XYLO RM 2                            20.120 METERS 35857     |
 GJ0527|---------------------------------------------------------------------|
 GJ0527
 GJ0527                          SUPERSEDED SURVEY CONTROL
 GJ0527
 GJ0527  NAD 83(1986)-  36 25 09.19329(N)    098 00 53.77062(W) AD(       ) 1
 GJ0527  NAD 27      -  36 25 09.07407(N)    098 00 52.54964(W) AD(       ) 1
 GJ0527  NGVD 29 (07/19/86)  394.5    (m)         1294.     (f) VERT ANG       
 GJ0527
 GJ0527.Superseded values are not recommended for survey control.
 GJ0527
 GJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0527.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0527
 GJ0527_MARKER: DS = TRIANGULATION STATION DISK
 GJ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0527_STAMPING: XYLO 1951
 GJ0527_MARK LOGO: CGS
 GJ0527_PROJECTION: RECESSED 30 CENTIMETERS
 GJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0527+STABILITY: SURFACE MOTION
 GJ0527
 GJ0527  HISTORY     - Date     Condition        Report By
 GJ0527  HISTORY     - 1951     MONUMENTED       CGS
 GJ0527  HISTORY     - 1968     GOOD             CGS
 GJ0527
 GJ0527                          STATION DESCRIPTION
 GJ0527
 GJ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0527'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF ENID AND 4.0 MILES
 GJ0527'SOUTH OF CARRIER ON LAND OWNED BY MR. W. T. BENKENDORF.  IT IS ABOUT
 GJ0527'200.0 FEET WEST-SOUTHWEST OF A FARM HOUSE, 43.0 FEET EAST OF THE
 GJ0527'CENTER OF STATE ROUTE NO. 38, 11.0 FEET NORTH OF A FENCE CORNER,
 GJ0527'11.0 FEET NORTH OF A WITNESS POST AND IN THE SOUTHWEST CORNER OF
 GJ0527'A SMALL APPLE ORCHARD.  IT IS ABOUT 12 INCHES UNDERGROUND AND IS
 GJ0527'STAMPED XYLO 1951.
 GJ0527'
 GJ0527'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE HIGHWAY FROM THE STATION
 GJ0527'AND IS ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS
 GJ0527'39.0 FEET WEST OF THE CENTER OF STATE ROUTE NO. 38, 1.0 FOOT EAST OF
 GJ0527'A WOVEN WIRE FENCE AND DIRECTLY UNDER A RURAL TELEPHONE LINE.
 GJ0527'IT PROJECTS 4 INCHES AND IS STAMPED XYLO NO 1 1951.
 GJ0527'
 GJ0527'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTHWEST END OF A SMALL APPLE
 GJ0527'ORCHARD AND IS ABOUT 1.0 FOOT ABOVE THE ELEVATION OF THE STATION.
 GJ0527'IT IS ABOUT 200.0 FEET WEST OF A FARM HOUSE AND 43.0 FEET EAST OF
 GJ0527'THE CENTER OF STATE ROUTE NO. 38.  IT PROJECTS 4 INCHES AND IS
 GJ0527'STAMPED XYLO NO 2 1951.
 GJ0527'
 GJ0527'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0527'IS 106.45 FEET.
 GJ0527'
 GJ0527'THE AZIMUTH MARK IS 44.0 FEET EAST OF THE CENTER OF STATE ROUTE
 GJ0527'NO. 38, 15.0 FEET NORTH OF THE CENTER OF A FIELD DRIVEWAY, 3.0 FEET
 GJ0527'EAST OF A FENCE CORNER, 1.5 FEET WEST OF A WITNESS POST AND
 GJ0527'DIRECTLY UNDER AN EAST-WEST FENCE.  IT PROJECTS 6 INCHES AND IS
 GJ0527'STAMPED XYLO 1951.
 GJ0527'
 GJ0527'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN ENID,
 GJ0527'GO WEST AND SOUTH ON U. S. HIGHWAY NO. 60 AND U. S. HIGHWAY NO. 81
 GJ0527'FOR 0.9 MILE TO THE JUNCTION OF THESE HIGHWAYS.  HERE TURN RIGHT
 GJ0527'AND GO WEST ON U. S. HIGHWAY NO. 60 AND STATE ROUTE NO. 15 FOR 6.9
 GJ0527'MILES TO THE JUNCTION WITH STATE ROUTE NO. 38, TURN RIGHT ON STATE
 GJ0527'ROUTE NO. 38 AND GO NORTH FOR 1.95 MILES TO A GROUP OF FARM
 GJ0527'BUILDINGS ON THE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 GJ0527'
 GJ0527'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE ROUTE
 GJ0527'NO. 38 FOR 0.6 MILE TO A T FENCE CORNER ON THE RIGHT AND THE AZIMUTH
 GJ0527'MARK DIRECTLY UNDER AN EAST-WEST FENCE AS DESCRIBED.
 GJ0527'
 GJ0527'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GJ0527
 GJ0527                          STATION RECOVERY (1968)
 GJ0527
 GJ0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0527'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 GJ0527'
 GJ0527'THE HORIZONTAL ANGLE AND DISTANCE TO BOTH REFERENCE MARKS WAS FOUND
 GJ0527'IN ERROR, BUT THE HORIZONTAL ANGLE TO THE AZIMUTH MARK CHECKED
 GJ0527'ADEQUATE.
 GJ0527'
 GJ0527'THE OLD HOUSE AND BUILDINGS AT THE STATION SITE ARE NO LONGER THERE.
 GJ0527'
 GJ0527'DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE WITH ONE CHANGE,
 GJ0527'STATE HIGHWAY 38 IS NOW STATE HIGHWAY 132.
 GJ0527'
 GJ0527'STATION MARK DISK IS STAMPED XYLO 1951 AND THE SURFACE MARK DISK IS
 GJ0527'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 226 FEET
 GJ0527'SOUTH-SOUTHEAST OF STATE HIGHWAY 132 AND AN EAST-WEST GRADED ROAD,
 GJ0527'45 FEET EAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 132, 11.7
 GJ0527'FEET NORTH OF A METAL WITNESS POST AND FENCE CORNER AND 11.4 FEET
 GJ0527'NORTH OF A WOOD WITNESS POST.
 GJ0527'
 GJ0527'REFERENCE MARK NUMBER 1 DISK IS STAMPED XYLO NO 1 1951 AND THE MARK
 GJ0527'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 69.2 FEET SOUTH OF
 GJ0527'A METAL WITNESS POST, 39 FEET WEST OF THE APPROXIMATE CENTER OF
 GJ0527'HIGHWAY 132 AND 0.8 FEET EAST OF A NORTH-SOUTH FENCELINE.
 GJ0527'
 GJ0527'REFERENCE MARK NUMBER 2 DISK IS STAMPED XYLO NO 2 1951 AND THE MARK
 GJ0527'IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 162-1/2 FEET
 GJ0527'SOUTH-SOUTHEAST OF THE STATE HIGHWAY 132 AND EAST-WEST GRADED
 GJ0527'ROAD INTERSECTION, 77.3 FEET NORTH OF THE METAL WITNESS POST
 GJ0527'WHICH IS NEAR THE STATION MARK AND 41-1/2 FEET EAST OF THE
 GJ0527'APPROXIMATE CENTER OF HIGHWAY 132.
 GJ0527'
 GJ0527'AZIMUTH MARK DISK IS STAMPED XYLO 1951 AND THE MARK PROJECTS ABOUT
 GJ0527'2 INCHES.  MARK IS 45 FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY
 GJ0527'132, 3.3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 2.0 FEET EAST
 GJ0527'OF A FENCE CORNER AND 0.5 FEET NORTH OF AN EAST-WEST FENCELINE.
 GJ0527'
 GJ0527'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION XYLO RM A.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0529 ***********************************************************************
 GJ0529  DESIGNATION -  XYLO RM A
 GJ0529  PID         -  GJ0529
 GJ0529  STATE/COUNTY-  OK/GARFIELD
 GJ0529  COUNTRY     -  US
 GJ0529  USGS QUAD   -  LAHOMA (2018)
 GJ0529
 GJ0529                         *CURRENT SURVEY CONTROL
 GJ0529  ______________________________________________________________________
 GJ0529* NAD 83(1993) POSITION- 36 25 09.87553(N) 098 00 54.76418(W)   ADJUSTED
 GJ0529* NAVD 88 ORTHO HEIGHT -   395.0   (meters)     1296.    (feet) VERTCON3
 GJ0529  ______________________________________________________________________
 GJ0529  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 GJ0529  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 GJ0529  HORZ ORDER      -  FIRST
 GJ0529
 GJ0529.The horizontal coordinates were established by classical geodetic methods
 GJ0529.and adjusted by the National Geodetic Survey in November 1994.
 GJ0529
 GJ0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0529
 GJ0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0529.GEOID18 height accuracy estimate available here.
 GJ0529
 GJ0529.Click photographs - Photos may exist for this station.
 GJ0529
 GJ0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0529
 GJ0529. The following values were computed from the NAD 83(1993) position.
 GJ0529
 GJ0529;                    North         East     Units Scale Factor Converg.
 GJ0529;SPC OK N     -   157,489.191   598,635.766   MT  0.99995505   -0 00 32.3
 GJ0529;SPC OK N     -   516,695.79  1,964,024.18   sFT  0.99995505   -0 00 32.3
 GJ0529;UTM  14      - 4,030,919.240   588,285.526   MT  0.99969603   +0 35 04.9
 GJ0529
 GJ0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0529!SPC OK N     -   0.99994234  x   0.99995505  =   0.99989740
 GJ0529!UTM  14      -   0.99994234  x   0.99969603  =   0.99963839
 GJ0529
 GJ0529:                Primary Azimuth Mark                     Grid Az
 GJ0529:SPC OK N     -  IOTA                                     032 50 59.8
 GJ0529:UTM  14      -  IOTA                                     032 15 22.6
 GJ0529
 GJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF8828530919(NAD 83)
 GJ0529
 GJ0529|---------------------------------------------------------------------|
 GJ0529| PID    Reference Object                     Distance      Geod. Az  |
 GJ0529|                                                           dddmmss.s |
 GJ0529| GH0860 IOTA                                APPROX.11.5 KM 0325027.5 |
 GJ0529| GH0861 ENID CABLE TV CO MAST               APPROX.13.4 KM 0452156.7 |
 GJ0529| GH0820 ENID SW BELL TELEPHONE CO MAST      APPROX. 8.3 KM 0671945.4 |
 GJ0529| GH0814 ENID RADIO STA KGWA NORTH MAST      APPROX. 8.7 KM 0761727.8 |
 GJ0529| GH0818 ENID BROADWAY TOWER ANTENNA         APPROX.12.6 KM 1012428.9 |
 GJ0529| GJ0527 XYLO                                 32.339 METERS 13055     |
 GJ0529| GH0808 VANCE AFB WATER TANK                APPROX.13.3 KM 1312212.5 |
 GJ0529| GH0810 VANCE AFB RADAR DOME                APPROX.13.2 KM 1315544.2 |
 GJ0529| GJ0533 DRUMMOND MUNICIPAL STANDPIPE        APPROX.13.7 KM 1864459.9 |
 GJ0529| GJ0530 LAHOMA MUNICIPAL STANDPIPE          APPROX. 7.6 KM 2411328.9 |
 GJ0529|---------------------------------------------------------------------|
 GJ0529
 GJ0529                          SUPERSEDED SURVEY CONTROL
 GJ0529
 GJ0529  NAD 83(1986)-  36 25 09.88038(N)    098 00 54.75140(W) AD(       ) 1
 GJ0529  NAD 27      -  36 25 09.76127(N)    098 00 53.53050(W) AD(       ) 1
 GJ0529  NGVD 29 (07/19/86)  394.9    (m)         1296.     (f) VERT ANG       
 GJ0529
 GJ0529.Superseded values are not recommended for survey control.
 GJ0529
 GJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0529.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0529
 GJ0529_MARKER: DS = TRIANGULATION STATION DISK
 GJ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0529_STAMPING: XYLO RM A 1968
 GJ0529_MARK LOGO: CGS
 GJ0529_PROJECTION: FLUSH
 GJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0529+STABILITY: SURFACE MOTION
 GJ0529
 GJ0529  HISTORY     - Date     Condition        Report By
 GJ0529  HISTORY     - 1968     MONUMENTED       CGS
 GJ0529
 GJ0529                          STATION DESCRIPTION
 GJ0529
 GJ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 GJ0529'THE STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 GJ0529'PROPERTY AS TRIANGULATION STATION XYLO 1968.
 GJ0529'
 GJ0529'THE STATION IS A STANDARD DISK, STAMPED XYLO RM A 1968, SET IN
 GJ0529'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 GJ0529'THE SURFACE OF THE GROUND.  IT IS 37 FEET WEST OF THE CENTERLINE
 GJ0529'OF STATE HIGHWAY 132, 4 FEET NORTHEAST OF A METAL WITNESS POST
 GJ0529'WITH A SIGN ATTACHED, 2 FEET EAST OF A FENCE AND 158 FEET
 GJ0529'SOUTHWEST OF THE INTERSECTION OF A CROSSROAD.
 GJ0529'
 GJ0529'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION XYLO
 GJ0529'1968, THE DISTANCE BEING 32.339 METERS OR 106.10 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0487 ***********************************************************************
 EK0487  DESIGNATION -  Y 100
 EK0487  PID         -  EK0487
 EK0487  STATE/COUNTY-  OK/PUSHMATAHA
 EK0487  COUNTRY     -  US
 EK0487  USGS QUAD   -  CLOUDY (2019)
 EK0487
 EK0487                         *CURRENT SURVEY CONTROL
 EK0487  ______________________________________________________________________
 EK0487* NAD 83(1986) POSITION- 34 16 45.     (N) 095 19 30.     (W)   SCALED
 EK0487* NAVD 88 ORTHO HEIGHT -   196.800 (meters)      645.67  (feet) ADJUSTED
 EK0487  ______________________________________________________________________
 EK0487  GEOID HEIGHT    -        -30.691 (meters)                     GEOID18
 EK0487  DYNAMIC HEIGHT  -        196.583 (meters)      644.96  (feet) COMP
 EK0487  MODELED GRAVITY -    979,527.9   (mgal)                       NAVD 88
 EK0487
 EK0487  VERT ORDER      -  SECOND    CLASS 0
 EK0487
 EK0487.The horizontal coordinates were scaled from a map and have
 EK0487.an estimated accuracy of +/- 6 seconds.
 EK0487
 EK0487.The orthometric height was determined by differential leveling and
 EK0487.adjusted by the NATIONAL GEODETIC SURVEY
 EK0487.in June 1991.
 EK0487
 EK0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0487.GEOID18 height accuracy estimate available here.
 EK0487
 EK0487.Click photographs - Photos may exist for this station.
 EK0487
 EK0487.The dynamic height is computed by dividing the NAVD 88
 EK0487.geopotential number by the normal gravity value computed on the
 EK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0487.degrees latitude (g = 980.6199 gals.).
 EK0487
 EK0487.The modeled gravity was interpolated from observed gravity values.
 EK0487
 EK0487;                    North         East    Units  Estimated Accuracy
 EK0487;SPC OK S     -   108,180.      846,280.      MT  (+/- 180 meters Scaled)
 EK0487
 EK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT859955(NAD 83)
 EK0487
 EK0487                          SUPERSEDED SURVEY CONTROL
 EK0487
 EK0487  NGVD 29 (??/??/92)  196.720  (m)          645.41   (f) ADJ UNCH    2 0
 EK0487
 EK0487.Superseded values are not recommended for survey control.
 EK0487
 EK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0487.See file dsdata.pdf to determine how the superseded data were derived.
 EK0487
 EK0487_MARKER: DB = BENCH MARK DISK
 EK0487_SETTING: 66 = SET IN ROCK OUTCROP
 EK0487_STAMPING: Y 100 1960
 EK0487_MARK LOGO: CGS
 EK0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0487+STABILITY: POSITION/ELEVATION WELL
 EK0487
 EK0487  HISTORY     - Date     Condition        Report By
 EK0487  HISTORY     - 1960     MONUMENTED       CGS
 EK0487
 EK0487                          STATION DESCRIPTION
 EK0487
 EK0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0487'3.2 MI SW FROM CLOUDY.
 EK0487'ABOUT 3.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST
 EK0487'OFFICE AT CLOUDY, IN SECTION 21, R 19 E, T 3 S, SET IN THE TOP
 EK0487'OF A ROCK OUTCROP FLUSH WITH THE GROUND, 54 FEET NORTHWEST OF
 EK0487'THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A POWER POLE, 32
 EK0487'FEET NORTHWEST OF A FENCE, AND ABOUT 2 FEET BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0169 ***********************************************************************
 GJ0169  DESIGNATION -  Y 103
 GJ0169  PID         -  GJ0169
 GJ0169  STATE/COUNTY-  OK/WOODS
 GJ0169  COUNTRY     -  US
 GJ0169  USGS QUAD   -  AVARD (2018)
 GJ0169
 GJ0169                         *CURRENT SURVEY CONTROL
 GJ0169  ______________________________________________________________________
 GJ0169* NAD 83(1986) POSITION- 36 42 02.     (N) 098 47 24.     (W)   SCALED
 GJ0169* NAVD 88 ORTHO HEIGHT -   451.637 (meters)     1481.75  (feet) ADJUSTED
 GJ0169  ______________________________________________________________________
 GJ0169  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 GJ0169  DYNAMIC HEIGHT  -        451.228 (meters)     1480.40  (feet) COMP
 GJ0169  MODELED GRAVITY -    979,712.8   (mgal)                       NAVD 88
 GJ0169
 GJ0169  VERT ORDER      -  SECOND    CLASS 0
 GJ0169
 GJ0169.The horizontal coordinates were scaled from a map and have
 GJ0169.an estimated accuracy of +/- 6 seconds.
 GJ0169
 GJ0169.The orthometric height was determined by differential leveling and
 GJ0169.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0169.in June 1991.
 GJ0169
 GJ0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0169.GEOID18 height accuracy estimate available here.
 GJ0169
 GJ0169.Click photographs - Photos may exist for this station.
 GJ0169
 GJ0169.The dynamic height is computed by dividing the NAVD 88
 GJ0169.geopotential number by the normal gravity value computed on the
 GJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0169.degrees latitude (g = 980.6199 gals.).
 GJ0169
 GJ0169.The modeled gravity was interpolated from observed gravity values.
 GJ0169
 GJ0169;                    North         East    Units  Estimated Accuracy
 GJ0169;SPC OK N     -   188,970.      529,410.      MT  (+/- 180 meters Scaled)
 GJ0169
 GJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF187616(NAD 83)
 GJ0169
 GJ0169                          SUPERSEDED SURVEY CONTROL
 GJ0169
 GJ0169  NGVD 29 (??/??/92)  451.439  (m)         1481.10   (f) ADJ UNCH    2 0
 GJ0169
 GJ0169.Superseded values are not recommended for survey control.
 GJ0169
 GJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0169.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0169
 GJ0169_MARKER: DB = BENCH MARK DISK
 GJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0169_STAMPING: Y 103 1934
 GJ0169_MARK LOGO: CGS
 GJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0169+STABILITY: SURFACE MOTION
 GJ0169
 GJ0169  HISTORY     - Date     Condition        Report By
 GJ0169  HISTORY     - 1934     MONUMENTED       CGS
 GJ0169  HISTORY     - 1943     GOOD             CGS
 GJ0169  HISTORY     - 20220822 MARK NOT FOUND   OKDOT
 GJ0169
 GJ0169                          STATION DESCRIPTION
 GJ0169
 GJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GJ0169'AT AVARD.
 GJ0169'AT AVARD, WOODS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 GJ0169'RAILWAY, 150 FEET SOUTH OF THE STATION, AND 65 FEET EAST OF
 GJ0169'THE NEAR RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Y 103
 GJ0169'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GJ0169
 GJ0169                          STATION RECOVERY (2022)
 GJ0169
 GJ0169'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (JG)
 GJ0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0469 ***********************************************************************
 FK0469  DESIGNATION -  Y 104
 FK0469  PID         -  FK0469
 FK0469  STATE/COUNTY-  OK/ROGER MILLS
 FK0469  COUNTRY     -  US
 FK0469  USGS QUAD   -  ROLL (2018)
 FK0469
 FK0469                         *CURRENT SURVEY CONTROL
 FK0469  ______________________________________________________________________
 FK0469* NAD 83(1986) POSITION- 35 46 07.     (N) 099 42 45.     (W)   SCALED
 FK0469* NAVD 88 ORTHO HEIGHT -   678.389 (meters)     2225.68  (feet) ADJUSTED
 FK0469  ______________________________________________________________________
 FK0469  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 FK0469  DYNAMIC HEIGHT  -        677.677 (meters)     2223.35  (feet) COMP
 FK0469  MODELED GRAVITY -    979,561.8   (mgal)                       NAVD 88
 FK0469
 FK0469  VERT ORDER      -  SECOND    CLASS 0
 FK0469
 FK0469.The horizontal coordinates were scaled from a map and have
 FK0469.an estimated accuracy of +/- 6 seconds.
 FK0469
 FK0469.The orthometric height was determined by differential leveling and
 FK0469.adjusted by the NATIONAL GEODETIC SURVEY
 FK0469.in June 1991.
 FK0469
 FK0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0469.GEOID18 height accuracy estimate available here.
 FK0469
 FK0469.Click photographs - Photos may exist for this station.
 FK0469
 FK0469.The dynamic height is computed by dividing the NAVD 88
 FK0469.geopotential number by the normal gravity value computed on the
 FK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0469.degrees latitude (g = 980.6199 gals.).
 FK0469
 FK0469.The modeled gravity was interpolated from observed gravity values.
 FK0469
 FK0469;                    North         East    Units  Estimated Accuracy
 FK0469;SPC OK N     -    86,650.      445,160.      MT  (+/- 180 meters Scaled)
 FK0469
 FK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME355585(NAD 83)
 FK0469
 FK0469                          SUPERSEDED SURVEY CONTROL
 FK0469
 FK0469  NGVD 29 (??/??/92)  678.092  (m)         2224.71   (f) ADJ UNCH    2 0
 FK0469
 FK0469.Superseded values are not recommended for survey control.
 FK0469
 FK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0469.See file dsdata.pdf to determine how the superseded data were derived.
 FK0469
 FK0469_MARKER: DB = BENCH MARK DISK
 FK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0469_STAMPING: Y 104 1934
 FK0469_MARK LOGO: CGS
 FK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0469+STABILITY: SURFACE MOTION
 FK0469
 FK0469  HISTORY     - Date     Condition        Report By
 FK0469  HISTORY     - 1934     MONUMENTED       CGS
 FK0469  HISTORY     - 19950913 MARK NOT FOUND   OKDOT
 FK0469
 FK0469                          STATION DESCRIPTION
 FK0469
 FK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0469'11.4 MI NW FROM CHEYENNE.
 FK0469'11.4 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0469'56 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 283, 42 FEET SOUTH OF
 FK0469'CENTER LINE OF SECTION LINE ROAD.
 FK0469
 FK0469                          STATION RECOVERY (1995)
 FK0469
 FK0469'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FK0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0340 ***********************************************************************
 GJ0340  DESIGNATION -  Y 105
 GJ0340  PID         -  GJ0340
 GJ0340  STATE/COUNTY-  OK/ELLIS
 GJ0340  COUNTRY     -  US
 GJ0340  USGS QUAD   -  SHATTUCK (2018)
 GJ0340
 GJ0340                         *CURRENT SURVEY CONTROL
 GJ0340  ______________________________________________________________________
 GJ0340* NAD 83(1986) POSITION- 36 15 39.     (N) 099 52 52.     (W)   SCALED
 GJ0340* NAVD 88 ORTHO HEIGHT -   696.881 (meters)     2286.35  (feet) ADJUSTED
 GJ0340  ______________________________________________________________________
 GJ0340  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GJ0340  DYNAMIC HEIGHT  -        696.176 (meters)     2284.04  (feet) COMP
 GJ0340  MODELED GRAVITY -    979,598.0   (mgal)                       NAVD 88
 GJ0340
 GJ0340  VERT ORDER      -  SECOND    CLASS 0
 GJ0340
 GJ0340.The horizontal coordinates were scaled from a map and have
 GJ0340.an estimated accuracy of +/- 6 seconds.
 GJ0340
 GJ0340.The orthometric height was determined by differential leveling and
 GJ0340.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0340.in June 1991.
 GJ0340
 GJ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0340.GEOID18 height accuracy estimate available here.
 GJ0340
 GJ0340.Click photographs - Photos may exist for this station.
 GJ0340
 GJ0340.The dynamic height is computed by dividing the NAVD 88
 GJ0340.geopotential number by the normal gravity value computed on the
 GJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0340.degrees latitude (g = 980.6199 gals.).
 GJ0340
 GJ0340.The modeled gravity was interpolated from observed gravity values.
 GJ0340
 GJ0340;                    North         East    Units  Estimated Accuracy
 GJ0340;SPC OK N     -   141,530.      430,970.      MT  (+/- 180 meters Scaled)
 GJ0340
 GJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF208132(NAD 83)
 GJ0340
 GJ0340                          SUPERSEDED SURVEY CONTROL
 GJ0340
 GJ0340  NGVD 29 (??/??/92)  696.582  (m)         2285.37   (f) ADJ UNCH    2 0
 GJ0340
 GJ0340.Superseded values are not recommended for survey control.
 GJ0340
 GJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0340.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0340
 GJ0340_MARKER: DB = BENCH MARK DISK
 GJ0340_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GJ0340_SP_SET: CULVERT HEADWALL
 GJ0340_STAMPING: Y 105 1934
 GJ0340_MARK LOGO: CGS
 GJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0340+STABILITY: SURFACE MOTION
 GJ0340
 GJ0340  HISTORY     - Date     Condition        Report By
 GJ0340  HISTORY     - 1934     MONUMENTED       CGS
 GJ0340
 GJ0340                          STATION DESCRIPTION
 GJ0340
 GJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0340'1.2 MI S FROM SHATTUCK.
 GJ0340'1.2 MILES SOUTH OF A.T. AND S.F. RR. STATION AT SHATTUCK 0.4 MILE
 GJ0340'SOUTH OF SHATTUCK CITY HOSPITAL. 150 FEET SOUTHWEST OF SOUTHWEST
 GJ0340'CORNER OF SHATTUCK CEMETERY.  25 FEET EAST OF CENTER LINE OF U.S.
 GJ0340'HIGHWAY 283.  ON NORTH END OF EAST HEADWALL OF CONCRETE HIGHWAY
 GJ0340'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0017 ***********************************************************************
 GK0017  DESIGNATION -  Y 106
 GK0017  PID         -  GK0017
 GK0017  STATE/COUNTY-  OK/BEAVER
 GK0017  COUNTRY     -  US
 GK0017  USGS QUAD   -  GATE (2018)
 GK0017
 GK0017                         *CURRENT SURVEY CONTROL
 GK0017  ______________________________________________________________________
 GK0017* NAD 83(1986) POSITION- 36 50 19.     (N) 100 01 48.     (W)   SCALED
 GK0017* NAVD 88 ORTHO HEIGHT -   660.398 (meters)     2166.66  (feet) ADJUSTED
 GK0017  ______________________________________________________________________
 GK0017  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 GK0017  DYNAMIC HEIGHT  -        659.779 (meters)     2164.62  (feet) COMP
 GK0017  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 GK0017
 GK0017  VERT ORDER      -  SECOND    CLASS 0
 GK0017
 GK0017.The horizontal coordinates were scaled from a map and have
 GK0017.an estimated accuracy of +/- 6 seconds.
 GK0017
 GK0017.The orthometric height was determined by differential leveling and
 GK0017.adjusted by the NATIONAL GEODETIC SURVEY
 GK0017.in June 1991.
 GK0017
 GK0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0017.GEOID18 height accuracy estimate available here.
 GK0017
 GK0017.Click photographs - Photos may exist for this station.
 GK0017
 GK0017.The dynamic height is computed by dividing the NAVD 88
 GK0017.geopotential number by the normal gravity value computed on the
 GK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0017.degrees latitude (g = 980.6199 gals.).
 GK0017
 GK0017.The modeled gravity was interpolated from observed gravity values.
 GK0017
 GK0017;                    North         East    Units  Estimated Accuracy
 GK0017;SPC OK N     -   205,900.      418,940.      MT  (+/- 180 meters Scaled)
 GK0017
 GK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF081774(NAD 83)
 GK0017
 GK0017                          SUPERSEDED SURVEY CONTROL
 GK0017
 GK0017  NGVD 29 (??/??/92)  660.112  (m)         2165.72   (f) ADJ UNCH    2 0
 GK0017
 GK0017.Superseded values are not recommended for survey control.
 GK0017
 GK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0017.See file dsdata.pdf to determine how the superseded data were derived.
 GK0017
 GK0017_MARKER: DB = BENCH MARK DISK
 GK0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0017_STAMPING: Y 106 1934
 GK0017_MARK LOGO: CGS
 GK0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0017+STABILITY: SURFACE MOTION
 GK0017
 GK0017  HISTORY     - Date     Condition        Report By
 GK0017  HISTORY     - 1934     MONUMENTED       CGS
 GK0017
 GK0017                          STATION DESCRIPTION
 GK0017
 GK0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0017'1.8 MI SE FROM GATE.
 GK0017'1.8 MILES SOUTHEAST OF GATE M.K. AND T.RR. STATION 33 FEET NORTH OF
 GK0017'NEAREST RAIL OF MISSOURI KANSAS AND TEXAS RAILWAY TRACK.  30 FEET WEST
 GK0017'OF SEVENTH POLE WEST OF MILE POLE 270.  8 FEET SOUTH OF PROPERTY
 GK0017'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0225 ***********************************************************************
 GK0225  DESIGNATION -  Y 107
 GK0225  PID         -  GK0225
 GK0225  STATE/COUNTY-  OK/BEAVER
 GK0225  COUNTRY     -  US
 GK0225  USGS QUAD   -  FLORIS (2018)
 GK0225
 GK0225                         *CURRENT SURVEY CONTROL
 GK0225  ______________________________________________________________________
 GK0225* NAD 83(1986) POSITION- 36 52 13.     (N) 100 44 51.     (W)   SCALED
 GK0225* NAVD 88 ORTHO HEIGHT -   817.899 (meters)     2683.39  (feet) ADJUSTED
 GK0225  ______________________________________________________________________
 GK0225  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 GK0225  DYNAMIC HEIGHT  -        817.092 (meters)     2680.74  (feet) COMP
 GK0225  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 GK0225
 GK0225  VERT ORDER      -  SECOND    CLASS 0
 GK0225
 GK0225.The horizontal coordinates were scaled from a map and have
 GK0225.an estimated accuracy of +/- 6 seconds.
 GK0225
 GK0225.The orthometric height was determined by differential leveling and
 GK0225.adjusted by the NATIONAL GEODETIC SURVEY
 GK0225.in June 1991.
 GK0225
 GK0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0225.GEOID18 height accuracy estimate available here.
 GK0225
 GK0225.Click photographs - Photos may exist for this station.
 GK0225
 GK0225.The dynamic height is computed by dividing the NAVD 88
 GK0225.geopotential number by the normal gravity value computed on the
 GK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0225.degrees latitude (g = 980.6199 gals.).
 GK0225
 GK0225.The modeled gravity was interpolated from observed gravity values.
 GK0225
 GK0225;                    North         East    Units  Estimated Accuracy
 GK0225;SPC OK N     -   210,990.      355,050.      MT  (+/- 180 meters Scaled)
 GK0225
 GK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF442819(NAD 83)
 GK0225
 GK0225                          SUPERSEDED SURVEY CONTROL
 GK0225
 GK0225  NGVD 29 (??/??/92)  817.547  (m)         2682.24   (f) ADJ UNCH    2 0
 GK0225
 GK0225.Superseded values are not recommended for survey control.
 GK0225
 GK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0225.See file dsdata.pdf to determine how the superseded data were derived.
 GK0225
 GK0225_MARKER: DB = BENCH MARK DISK
 GK0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0225_STAMPING: Y 107 1934
 GK0225_MARK LOGO: CGS
 GK0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0225+STABILITY: SURFACE MOTION
 GK0225
 GK0225  HISTORY     - Date     Condition        Report By
 GK0225  HISTORY     - 1934     MONUMENTED       CGS
 GK0225
 GK0225                          STATION DESCRIPTION
 GK0225
 GK0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0225'7.0 MI E FROM TURPIN.
 GK0225'7.0 MILES EAST OF HWY. CROSSING 0.3 MILE EAST TURPIN 85 FEET SOUTHWEST
 GK0225'OF 12TH. POST WEST OF MILEPOST 19, 48 FEET SOUTH OF NEAREST RAIL OF
 GK0225'BEAVER MEADE AND ENGLEWOOD RAILROAD TRACK, 40 FEET EAST OF SECTION
 GK0225'LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0200 ***********************************************************************
 GJ0200  DESIGNATION -  Y 108
 GJ0200  PID         -  GJ0200
 GJ0200  STATE/COUNTY-  OK/HARPER
 GJ0200  COUNTRY     -  US
 GJ0200  USGS QUAD   -  SELMAN SE (2018)
 GJ0200
 GJ0200                         *CURRENT SURVEY CONTROL
 GJ0200  ______________________________________________________________________
 GJ0200* NAD 83(1986) POSITION- 36 46 49.     (N) 099 17 53.     (W)   SCALED
 GJ0200* NAVD 88 ORTHO HEIGHT -   485.352 (meters)     1592.36  (feet) ADJUSTED
 GJ0200  ______________________________________________________________________
 GJ0200  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 GJ0200  DYNAMIC HEIGHT  -        484.903 (meters)     1590.89  (feet) COMP
 GJ0200  MODELED GRAVITY -    979,692.7   (mgal)                       NAVD 88
 GJ0200
 GJ0200  VERT ORDER      -  SECOND    CLASS 0
 GJ0200
 GJ0200.The horizontal coordinates were scaled from a map and have
 GJ0200.an estimated accuracy of +/- 6 seconds.
 GJ0200
 GJ0200.The orthometric height was determined by differential leveling and
 GJ0200.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0200.in June 1991.
 GJ0200
 GJ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0200.GEOID18 height accuracy estimate available here.
 GJ0200
 GJ0200.Click photographs - Photos may exist for this station.
 GJ0200
 GJ0200.The dynamic height is computed by dividing the NAVD 88
 GJ0200.geopotential number by the normal gravity value computed on the
 GJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0200.degrees latitude (g = 980.6199 gals.).
 GJ0200
 GJ0200.The modeled gravity was interpolated from observed gravity values.
 GJ0200
 GJ0200;                    North         East    Units  Estimated Accuracy
 GJ0200;SPC OK N     -   198,310.      484,130.      MT  (+/- 180 meters Scaled)
 GJ0200
 GJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF734705(NAD 83)
 GJ0200
 GJ0200                          SUPERSEDED SURVEY CONTROL
 GJ0200
 GJ0200  NGVD 29 (??/??/92)  485.103  (m)         1591.54   (f) ADJ UNCH    2 0
 GJ0200
 GJ0200.Superseded values are not recommended for survey control.
 GJ0200
 GJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0200.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0200
 GJ0200_MARKER: DB = BENCH MARK DISK
 GJ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0200_STAMPING: Y 108 1934
 GJ0200_MARK LOGO: CGS
 GJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0200+STABILITY: SURFACE MOTION
 GJ0200
 GJ0200  HISTORY     - Date     Condition        Report By
 GJ0200  HISTORY     - 1934     MONUMENTED       CGS
 GJ0200
 GJ0200                          STATION DESCRIPTION
 GJ0200
 GJ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0200'11.8 MI SE FROM SELMAN.
 GJ0200'11.8 MILES SOUTHEAST OF A.T AND SF. RR. STATION AT SELMAN 0.3
 GJ0200'MILE EAST OF SALT SPRINGS, 120 FEET SOUTHWEST OF MILEPOST 32,
 GJ0200'66 FEET SOUTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0200'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0221 ***********************************************************************
 GJ0221  DESIGNATION -  Y 109
 GJ0221  PID         -  GJ0221
 GJ0221  STATE/COUNTY-  OK/WOODS
 GJ0221  COUNTRY     -  US
 GJ0221  USGS QUAD   -  LOOKOUT (2018)
 GJ0221
 GJ0221                         *CURRENT SURVEY CONTROL
 GJ0221  ______________________________________________________________________
 GJ0221* NAD 83(1986) POSITION- 36 54 12.     (N) 099 15 32.     (W)   SCALED
 GJ0221* NAVD 88 ORTHO HEIGHT -   535.439 (meters)     1756.69  (feet) ADJUSTED
 GJ0221  ______________________________________________________________________
 GJ0221  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 GJ0221  DYNAMIC HEIGHT  -        534.953 (meters)     1755.09  (feet) COMP
 GJ0221  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 GJ0221
 GJ0221  VERT ORDER      -  SECOND    CLASS 0
 GJ0221
 GJ0221.The horizontal coordinates were scaled from a map and have
 GJ0221.an estimated accuracy of +/- 6 seconds.
 GJ0221
 GJ0221.The orthometric height was determined by differential leveling and
 GJ0221.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0221.in June 1991.
 GJ0221
 GJ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0221.GEOID18 height accuracy estimate available here.
 GJ0221
 GJ0221.Click photographs - Photos may exist for this station.
 GJ0221
 GJ0221.The dynamic height is computed by dividing the NAVD 88
 GJ0221.geopotential number by the normal gravity value computed on the
 GJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0221.degrees latitude (g = 980.6199 gals.).
 GJ0221
 GJ0221.The modeled gravity was interpolated from observed gravity values.
 GJ0221
 GJ0221;                    North         East    Units  Estimated Accuracy
 GJ0221;SPC OK N     -   211,920.      487,800.      MT  (+/- 180 meters Scaled)
 GJ0221
 GJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF769841(NAD 83)
 GJ0221
 GJ0221                          SUPERSEDED SURVEY CONTROL
 GJ0221
 GJ0221  NGVD 29 (??/??/92)  535.191  (m)         1755.87   (f) ADJ UNCH    2 0
 GJ0221
 GJ0221.Superseded values are not recommended for survey control.
 GJ0221
 GJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0221.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0221
 GJ0221_MARKER: DB = BENCH MARK DISK
 GJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0221_STAMPING: Y 109 1934
 GJ0221_MARK LOGO: CGS
 GJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0221+STABILITY: SURFACE MOTION
 GJ0221
 GJ0221  HISTORY     - Date     Condition        Report By
 GJ0221  HISTORY     - 1934     MONUMENTED       CGS
 GJ0221
 GJ0221                          STATION DESCRIPTION
 GJ0221
 GJ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0221'16.5 MI NW FROM FREEDOM.
 GJ0221'16.5 MILES NORTHWEST OF FREEDOM A.T. AND SF. RR. STATION 0.2
 GJ0221'MILE NORTH OF INTERSECTION OF HIGHWAY 50 AND SECTION LINE ROAD,
 GJ0221'80 FEET NORTH OF SECTION CORNER, 45 FEET WEST OF CENTER LINE
 GJ0221'OF HIGHWAY, 1 FOOT EAST OF FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0147 ***********************************************************************
 GJ0147  DESIGNATION -  Y 110
 GJ0147  PID         -  GJ0147
 GJ0147  STATE/COUNTY-  OK/ALFALFA
 GJ0147  COUNTRY     -  US
 GJ0147  USGS QUAD   -  CAPRON (2018)
 GJ0147
 GJ0147                         *CURRENT SURVEY CONTROL
 GJ0147  ______________________________________________________________________
 GJ0147* NAD 83(1986) POSITION- 36 59 29.     (N) 098 30 30.     (W)   SCALED
 GJ0147* NAVD 88 ORTHO HEIGHT -   400.923 (meters)     1315.36  (feet) ADJUSTED
 GJ0147  ______________________________________________________________________
 GJ0147  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 GJ0147  DYNAMIC HEIGHT  -        400.577 (meters)     1314.23  (feet) COMP
 GJ0147  MODELED GRAVITY -    979,757.0   (mgal)                       NAVD 88
 GJ0147
 GJ0147  VERT ORDER      -  SECOND    CLASS 0
 GJ0147
 GJ0147.The horizontal coordinates were scaled from a map and have
 GJ0147.an estimated accuracy of +/- 6 seconds.
 GJ0147
 GJ0147.The orthometric height was determined by differential leveling and
 GJ0147.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0147.in June 1991.
 GJ0147
 GJ0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0147.GEOID18 height accuracy estimate available here.
 GJ0147
 GJ0147.Click photographs - Photos may exist for this station.
 GJ0147
 GJ0147.The dynamic height is computed by dividing the NAVD 88
 GJ0147.geopotential number by the normal gravity value computed on the
 GJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0147.degrees latitude (g = 980.6199 gals.).
 GJ0147
 GJ0147.The modeled gravity was interpolated from observed gravity values.
 GJ0147
 GJ0147;                    North         East    Units  Estimated Accuracy
 GJ0147;SPC OK N     -   221,080.      554,750.      MT  (+/- 180 meters Scaled)
 GJ0147
 GJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF437940(NAD 83)
 GJ0147
 GJ0147                          SUPERSEDED SURVEY CONTROL
 GJ0147
 GJ0147  NGVD 29 (??/??/92)  400.741  (m)         1314.76   (f) ADJ UNCH    2 0
 GJ0147
 GJ0147.Superseded values are not recommended for survey control.
 GJ0147
 GJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0147.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0147
 GJ0147_MARKER: DB = BENCH MARK DISK
 GJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0147_STAMPING: Y 110 1934
 GJ0147_MARK LOGO: CGS
 GJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0147+STABILITY: SURFACE MOTION
 GJ0147
 GJ0147  HISTORY     - Date     Condition        Report By
 GJ0147  HISTORY     - 1934     MONUMENTED       CGS
 GJ0147
 GJ0147                          STATION DESCRIPTION
 GJ0147
 GJ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0147'2 MI SW FROM KIOWA.
 GJ0147'2.0 MILES SOUTHWEST OF KIOWA A.T. AND SF. RR. STATION 55 FEET
 GJ0147'SOUTHEAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 GJ0147'50 FEET SOUTHWEST OF 6TH. POLE NORTHEAST OF MILEPOST 309, 45 FEET
 GJ0147'EAST OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0080 ***********************************************************************
 GJ0080  DESIGNATION -  Y 111
 GJ0080  PID         -  GJ0080
 GJ0080  STATE/COUNTY-  OK/MAJOR
 GJ0080  COUNTRY     -  US
 GJ0080  USGS QUAD   -  CLEO SPRINGS (2018)
 GJ0080
 GJ0080                         *CURRENT SURVEY CONTROL
 GJ0080  ______________________________________________________________________
 GJ0080* NAD 83(1986) POSITION- 36 25 32.     (N) 098 27 45.     (W)   SCALED
 GJ0080* NAVD 88 ORTHO HEIGHT -   391.406 (meters)     1284.14  (feet) ADJUSTED
 GJ0080  ______________________________________________________________________
 GJ0080  GEOID HEIGHT    -        -27.720 (meters)                     GEOID18
 GJ0080  DYNAMIC HEIGHT  -        391.058 (meters)     1283.00  (feet) COMP
 GJ0080  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 GJ0080
 GJ0080  VERT ORDER      -  SECOND    CLASS 0
 GJ0080
 GJ0080.The horizontal coordinates were scaled from a map and have
 GJ0080.an estimated accuracy of +/- 6 seconds.
 GJ0080
 GJ0080.The orthometric height was determined by differential leveling and
 GJ0080.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0080.in June 1991.
 GJ0080
 GJ0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0080.GEOID18 height accuracy estimate available here.
 GJ0080
 GJ0080.Click photographs - Photos may exist for this station.
 GJ0080
 GJ0080.The dynamic height is computed by dividing the NAVD 88
 GJ0080.geopotential number by the normal gravity value computed on the
 GJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0080.degrees latitude (g = 980.6199 gals.).
 GJ0080
 GJ0080.The modeled gravity was interpolated from observed gravity values.
 GJ0080
 GJ0080;                    North         East    Units  Estimated Accuracy
 GJ0080;SPC OK N     -   158,270.      558,530.      MT  (+/- 180 meters Scaled)
 GJ0080
 GJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF481312(NAD 83)
 GJ0080
 GJ0080                          SUPERSEDED SURVEY CONTROL
 GJ0080
 GJ0080  NGVD 29 (??/??/92)  391.242  (m)         1283.60   (f) ADJ UNCH    2 0
 GJ0080
 GJ0080.Superseded values are not recommended for survey control.
 GJ0080
 GJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0080.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0080
 GJ0080_MARKER: DB = BENCH MARK DISK
 GJ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0080_STAMPING: Y 111 1935
 GJ0080_MARK LOGO: CGS
 GJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0080+STABILITY: SURFACE MOTION
 GJ0080
 GJ0080  HISTORY     - Date     Condition        Report By
 GJ0080  HISTORY     - 1935     MONUMENTED       CGS
 GJ0080
 GJ0080                          STATION DESCRIPTION
 GJ0080
 GJ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0080'4.6 MI NE FROM ORIENTA.
 GJ0080'4.6 MILES NE OF AT. AND SF. RR. STATION AT ORIENTA 0.2 MILE
 GJ0080'SOUTH OF MILEPOST 325, 35 FEET EAST OF NEAREST RAIL OF ATCHISON
 GJ0080'TOPEKA AND SANTA FE TRACK, 30 FEET WEST OF RAILROAD PROPERTY
 GJ0080'FENCE, 13 FEET SOUTHWEST OF IRON GATE IN FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0127 ***********************************************************************
 GJ0127  DESIGNATION -  Y 113
 GJ0127  PID         -  GJ0127
 GJ0127  STATE/COUNTY-  OK/MAJOR
 GJ0127  COUNTRY     -  US
 GJ0127  USGS QUAD   -  GLASS MOUNTAINS NW (2018)
 GJ0127
 GJ0127                         *CURRENT SURVEY CONTROL
 GJ0127  ______________________________________________________________________
 GJ0127* NAD 83(1986) POSITION- 36 25 11.26   (N) 098 44 46.97   (W)   HD_HELD1
 GJ0127* NAVD 88 ORTHO HEIGHT -   421.951 (meters)     1384.35  (feet) ADJUSTED
 GJ0127  ______________________________________________________________________
 GJ0127  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 GJ0127  DYNAMIC HEIGHT  -        421.565 (meters)     1383.08  (feet) COMP
 GJ0127  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 GJ0127
 GJ0127  VERT ORDER      -  SECOND    CLASS 0
 GJ0127
 GJ0127.The horizontal coordinates were determined by differentially corrected
 GJ0127.hand held GPS observations or other comparable positioning techniques
 GJ0127.and have an estimated accuracy of +/- 3 meters.
 GJ0127
 GJ0127.The orthometric height was determined by differential leveling and
 GJ0127.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0127.in June 1991.
 GJ0127
 GJ0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0127.GEOID18 height accuracy estimate available here.
 GJ0127
 GJ0127.Click photographs - Photos may exist for this station.
 GJ0127
 GJ0127.The dynamic height is computed by dividing the NAVD 88
 GJ0127.geopotential number by the normal gravity value computed on the
 GJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0127.degrees latitude (g = 980.6199 gals.).
 GJ0127
 GJ0127.The modeled gravity was interpolated from observed gravity values.
 GJ0127
 GJ0127;                    North         East    Units  Estimated Accuracy
 GJ0127;SPC OK N     -   157,789.0     533,065.7     MT  (+/- 3 meters HH1 GPS) 
 GJ0127
 GJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF2273630541(NAD 83)
 GJ0127
 GJ0127                          SUPERSEDED SURVEY CONTROL
 GJ0127
 GJ0127  NGVD 29 (??/??/92)  421.764  (m)         1383.74   (f) ADJ UNCH    2 0
 GJ0127
 GJ0127.Superseded values are not recommended for survey control.
 GJ0127
 GJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0127.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0127
 GJ0127_MARKER: DB = BENCH MARK DISK
 GJ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0127_STAMPING: Y 113 1935
 GJ0127_MARK LOGO: CGS
 GJ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0127+STABILITY: SURFACE MOTION
 GJ0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0127+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2022
 GJ0127
 GJ0127  HISTORY     - Date     Condition        Report By
 GJ0127  HISTORY     - 1935     MONUMENTED       CGS
 GJ0127  HISTORY     - 20090512 GOOD             AIRDAT
 GJ0127  HISTORY     - 20220622 GOOD             OKDOT
 GJ0127
 GJ0127                          STATION DESCRIPTION
 GJ0127
 GJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0127'17.5 MI SE FROM BELVA.
 GJ0127'17.5 MILES SOUTHEAST OF SANTA FE STATION AT BELVA 86 FEET
 GJ0127'SOUTHWEST OF SMALL WHITE HOUSE, 38 FEET EAST OF CENTER LINE OF
 GJ0127'SECTION LINE ROAD, 33 FEET NORTH OF CENTER LINE OF OKLAHOMA STATE
 GJ0127'HIGHWAY 15, 12 FEET NORTHEAST OF A GROUP OF MAIL BOXES.
 GJ0127
 GJ0127                          STATION RECOVERY (2009)
 GJ0127
 GJ0127'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 GJ0127'RECOVERED IN GOOD CONDITION.
 GJ0127
 GJ0127                          STATION RECOVERY (2022)
 GJ0127
 GJ0127'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (AG)
 GJ0127'MAILBOXES AND SMALL WHITE HOUSE ARE GONE.  SOUTHWEST OF GLASS MOUNTAIN
 GJ0127'BOOSTER STATION.  NEXT TO EW41/NS239 ROAD SIGN.  7 FT (2.1 M) SOUTH OF
 GJ0127'AN 8 INCH (20 CM) STEEL CORNER POST.  SITS IN A CONCRETE PILLAR
 GJ0127'STANDING 2 FT (0.6 M) TALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0060 ***********************************************************************
 FK0060  DESIGNATION -  Y 114
 FK0060  PID         -  FK0060
 FK0060  STATE/COUNTY-  OK/KINGFISHER
 FK0060  COUNTRY     -  US
 FK0060  USGS QUAD   -  LOYAL SE (2018)
 FK0060
 FK0060                         *CURRENT SURVEY CONTROL
 FK0060  ______________________________________________________________________
 FK0060* NAD 83(1986) POSITION- 35 51 20.     (N) 098 02 53.     (W)   SCALED
 FK0060* NAVD 88 ORTHO HEIGHT -   339.050 (meters)     1112.37  (feet) ADJUSTED
 FK0060  ______________________________________________________________________
 FK0060  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 FK0060  DYNAMIC HEIGHT  -        338.740 (meters)     1111.35  (feet) COMP
 FK0060  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 FK0060
 FK0060  VERT ORDER      -  SECOND    CLASS 0
 FK0060
 FK0060.The horizontal coordinates were scaled from a map and have
 FK0060.an estimated accuracy of +/- 6 seconds.
 FK0060
 FK0060.The orthometric height was determined by differential leveling and
 FK0060.adjusted by the NATIONAL GEODETIC SURVEY
 FK0060.in June 1991.
 FK0060
 FK0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0060.GEOID18 height accuracy estimate available here.
 FK0060
 FK0060.Click photographs - Photos may exist for this station.
 FK0060
 FK0060.The dynamic height is computed by dividing the NAVD 88
 FK0060.geopotential number by the normal gravity value computed on the
 FK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0060.degrees latitude (g = 980.6199 gals.).
 FK0060
 FK0060.The modeled gravity was interpolated from observed gravity values.
 FK0060
 FK0060;                    North         East    Units  Estimated Accuracy
 FK0060;SPC OK N     -    94,930.      595,660.      MT  (+/- 180 meters Scaled)
 FK0060
 FK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE859683(NAD 83)
 FK0060
 FK0060                          SUPERSEDED SURVEY CONTROL
 FK0060
 FK0060  NGVD 29 (??/??/92)  338.909  (m)         1111.90   (f) ADJ UNCH    2 0
 FK0060
 FK0060.Superseded values are not recommended for survey control.
 FK0060
 FK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0060.See file dsdata.pdf to determine how the superseded data were derived.
 FK0060
 FK0060_MARKER: DB = BENCH MARK DISK
 FK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0060_STAMPING: Y 114 1935
 FK0060_MARK LOGO: CGS
 FK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0060+STABILITY: SURFACE MOTION
 FK0060
 FK0060  HISTORY     - Date     Condition        Report By
 FK0060  HISTORY     - 1935     MONUMENTED       CGS
 FK0060
 FK0060                          STATION DESCRIPTION
 FK0060
 FK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0060'6.6 MI W FROM KINGFISHER.
 FK0060'6.6 MILES WEST OF CITY WATER PLANT AT KINGFISHER 400 FEET EAST
 FK0060'OF WHITE, FRAME HOUSE, 75 FEET SOUTH OF CENTER LINE OF STATE
 FK0060'HIGHWAY 33, 50 FEET EAST OF CENTER LINE OF SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0351 ***********************************************************************
 GH0351  DESIGNATION -  Y 130
 GH0351  PID         -  GH0351
 GH0351  STATE/COUNTY-  OK/NOBLE
 GH0351  COUNTRY     -  US
 GH0351  USGS QUAD   -  BLACK BEAR (2018)
 GH0351
 GH0351                         *CURRENT SURVEY CONTROL
 GH0351  ______________________________________________________________________
 GH0351* NAD 83(1986) POSITION- 36 21 43.     (N) 097 11 41.     (W)   SCALED
 GH0351* NAVD 88 ORTHO HEIGHT -   305.467 (meters)     1002.19  (feet) ADJUSTED
 GH0351  ______________________________________________________________________
 GH0351  GEOID HEIGHT    -        -28.490 (meters)                     GEOID18
 GH0351  DYNAMIC HEIGHT  -        305.198 (meters)     1001.30  (feet) COMP
 GH0351  MODELED GRAVITY -    979,742.2   (mgal)                       NAVD 88
 GH0351
 GH0351  VERT ORDER      -  SECOND    CLASS 0
 GH0351
 GH0351.The horizontal coordinates were scaled from a map and have
 GH0351.an estimated accuracy of +/- 6 seconds.
 GH0351
 GH0351.The orthometric height was determined by differential leveling and
 GH0351.adjusted by the NATIONAL GEODETIC SURVEY
 GH0351.in June 1991.
 GH0351
 GH0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0351.GEOID18 height accuracy estimate available here.
 GH0351
 GH0351.Click photographs - Photos may exist for this station.
 GH0351
 GH0351.The dynamic height is computed by dividing the NAVD 88
 GH0351.geopotential number by the normal gravity value computed on the
 GH0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0351.degrees latitude (g = 980.6199 gals.).
 GH0351
 GH0351.The modeled gravity was interpolated from observed gravity values.
 GH0351
 GH0351;                    North         East    Units  Estimated Accuracy
 GH0351;SPC OK N     -   151,410.      672,270.      MT  (+/- 180 meters Scaled)
 GH0351
 GH0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF619256(NAD 83)
 GH0351
 GH0351                          SUPERSEDED SURVEY CONTROL
 GH0351
 GH0351  NGVD 29 (??/??/92)  305.341  (m)         1001.77   (f) ADJ UNCH    2 0
 GH0351
 GH0351.Superseded values are not recommended for survey control.
 GH0351
 GH0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0351.See file dsdata.pdf to determine how the superseded data were derived.
 GH0351
 GH0351_MARKER: DB = BENCH MARK DISK
 GH0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0351_STAMPING: Y 130 1934
 GH0351_MARK LOGO: CGS
 GH0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0351+STABILITY: SURFACE MOTION
 GH0351
 GH0351  HISTORY     - Date     Condition        Report By
 GH0351  HISTORY     - 1934     MONUMENTED       CGS
 GH0351
 GH0351                          STATION DESCRIPTION
 GH0351
 GH0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0351'1.9 MI N FROM BLACK BEAR.
 GH0351'ABOUT 1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0351'RAILWAY FROM THE STATION AT BLACK BEAR, NOBLE COUNTY, ABOUT 0.4
 GH0351'MILE SOUTH OF MILEPOST 314, AT A DIRT-ROAD CROSSING, 97 FEET
 GH0351'WEST OF THE CENTER LINE OF THE TRACK, 36 FEET SOUTH OF THE CENTER
 GH0351'LINE OF THE ROAD, AND 4.5 FEET SOUTHEAST OF A RIGHT-OF-WAY
 GH0351'FENCE CORNER.  A STANDARD DISK, STAMPED Y 130 1934 AND SET IN THE
 GH0351'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0221 ***********************************************************************
 GH0221  DESIGNATION -  Y 131
 GH0221  PID         -  GH0221
 GH0221  STATE/COUNTY-  OK/OSAGE
 GH0221  COUNTRY     -  US
 GH0221  USGS QUAD   -  BACONRIND CREEK (2018)
 GH0221
 GH0221                         *CURRENT SURVEY CONTROL
 GH0221  ______________________________________________________________________
 GH0221* NAD 83(1986) POSITION- 36 40 47.     (N) 096 30 25.     (W)   SCALED
 GH0221* NAVD 88 ORTHO HEIGHT -   299.790 (meters)      983.56  (feet) ADJUSTED
 GH0221  ______________________________________________________________________
 GH0221  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 GH0221  DYNAMIC HEIGHT  -        299.543 (meters)      982.75  (feet) COMP
 GH0221  MODELED GRAVITY -    979,797.6   (mgal)                       NAVD 88
 GH0221
 GH0221  VERT ORDER      -  SECOND    CLASS 0
 GH0221
 GH0221.The horizontal coordinates were scaled from a map and have
 GH0221.an estimated accuracy of +/- 6 seconds.
 GH0221
 GH0221.The orthometric height was determined by differential leveling and
 GH0221.adjusted by the NATIONAL GEODETIC SURVEY
 GH0221.in June 1991.
 GH0221
 GH0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0221.GEOID18 height accuracy estimate available here.
 GH0221
 GH0221.Click photographs - Photos may exist for this station.
 GH0221
 GH0221.The dynamic height is computed by dividing the NAVD 88
 GH0221.geopotential number by the normal gravity value computed on the
 GH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0221.degrees latitude (g = 980.6199 gals.).
 GH0221
 GH0221.The modeled gravity was interpolated from observed gravity values.
 GH0221
 GH0221;                    North         East    Units  Estimated Accuracy
 GH0221;SPC OK N     -   187,400.      733,450.      MT  (+/- 180 meters Scaled)
 GH0221
 GH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF227622(NAD 83)
 GH0221
 GH0221                          SUPERSEDED SURVEY CONTROL
 GH0221
 GH0221  NGVD 29 (??/??/92)  299.678  (m)          983.19   (f) ADJ UNCH    2 0
 GH0221
 GH0221.Superseded values are not recommended for survey control.
 GH0221
 GH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0221.See file dsdata.pdf to determine how the superseded data were derived.
 GH0221
 GH0221_MARKER: DB = BENCH MARK DISK
 GH0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0221_SP_SET: BRIDGE
 GH0221_STAMPING: Y 131 1934
 GH0221_MARK LOGO: CGS
 GH0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0221
 GH0221  HISTORY     - Date     Condition        Report By
 GH0221  HISTORY     - 1934     MONUMENTED       CGS
 GH0221  HISTORY     - 20160616 POOR             OKDOT
 GH0221
 GH0221                          STATION DESCRIPTION
 GH0221
 GH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0221'9.9 MI W FROM PAWHUSKA.
 GH0221'9.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE FIRST NATIONAL
 GH0221'BANK BUILDING AT PAWHUSKA, OSAGE COUNTY, AT A CONCRETE BRIDGE
 GH0221'OVER A CREEK, IN THE TOP OF THE EAST RETAINING WALL, AND 13.5
 GH0221'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 GH0221'STAMPED Y 131 1934.
 GH0221
 GH0221                          STATION RECOVERY (2016)
 GH0221
 GH0221'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GH0221'THE BRIDGE RAIL HAS BEEN BROKEN OFF.
 GH0221'THE POINT AT WHICH THE CAP WAS SET IS STILL SOLID AND NOT EFFECTED.
 GH0221'THE BRASS CAP HAS BEEN REMOVED EXCEPT FOR THE STEM.
 GH0221'UNUSABLE UNLESS NEAREST 0.1 FOOT IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0117 ***********************************************************************
 GH0117  DESIGNATION -  Y 133
 GH0117  PID         -  GH0117
 GH0117  STATE/COUNTY-  OK/OSAGE
 GH0117  COUNTRY     -  US
 GH0117  USGS QUAD   -  AVANT SE (2018)
 GH0117
 GH0117                         *CURRENT SURVEY CONTROL
 GH0117  ______________________________________________________________________
 GH0117* NAD 83(1986) POSITION- 36 21 47.5    (N) 096 00 05.6    (W)   HD_HELD2
 GH0117* NAVD 88 ORTHO HEIGHT -   198.573 (meters)      651.48  (feet) ADJUSTED
 GH0117  ______________________________________________________________________
 GH0117  GEOID HEIGHT    -        -28.831 (meters)                     GEOID18
 GH0117  DYNAMIC HEIGHT  -        198.404 (meters)      650.93  (feet) COMP
 GH0117  MODELED GRAVITY -    979,775.6   (mgal)                       NAVD 88
 GH0117
 GH0117  VERT ORDER      -  SECOND    CLASS 0
 GH0117
 GH0117.The horizontal coordinates were established by autonomous hand held GPS
 GH0117.observations and have an estimated accuracy of +/- 10 meters.
 GH0117
 GH0117.The orthometric height was determined by differential leveling and
 GH0117.adjusted by the NATIONAL GEODETIC SURVEY
 GH0117.in June 1991.
 GH0117
 GH0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0117.GEOID18 height accuracy estimate available here.
 GH0117
 GH0117.Click photographs - Photos may exist for this station.
 GH0117
 GH0117.The dynamic height is computed by dividing the NAVD 88
 GH0117.geopotential number by the normal gravity value computed on the
 GH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0117.degrees latitude (g = 980.6199 gals.).
 GH0117
 GH0117.The modeled gravity was interpolated from observed gravity values.
 GH0117
 GH0117;                    North         East    Units  Estimated Accuracy
 GH0117;SPC OK N     -   153,097.      779,336.      MT  (+/- 10 meters HH2 GPS)
 GH0117
 GH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6903428409(NAD 83)
 GH0117
 GH0117                          SUPERSEDED SURVEY CONTROL
 GH0117
 GH0117  NGVD 29 (??/??/92)  198.458  (m)          651.11   (f) ADJ UNCH    2 0
 GH0117
 GH0117.Superseded values are not recommended for survey control.
 GH0117
 GH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0117.See file dsdata.pdf to determine how the superseded data were derived.
 GH0117
 GH0117_MARKER: DB = BENCH MARK DISK
 GH0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0117_SP_SET: BUILDING
 GH0117_STAMPING: Y 133 1934
 GH0117_MARK LOGO: CGS
 GH0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0117
 GH0117  HISTORY     - Date     Condition        Report By
 GH0117  HISTORY     - 1934     MONUMENTED       CGS
 GH0117  HISTORY     - 1954     GOOD             USGS
 GH0117
 GH0117                          STATION DESCRIPTION
 GH0117
 GH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0117'AT SKIATOOK.
 GH0117'AT SKIATOOK, TULSA COUNTY, AT THE HIGH SCHOOL, IN THE EAST BRICK
 GH0117'WALL, 69.5 FEET NORTH OF THE CENTER OF THE EAST FRONT ENTRANCE,
 GH0117'2.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 GH0117'1.5 FEET ABOVE THE TOP OF THE CORNERSTONE, AND 4.2 FEET ABOVE
 GH0117'THE GROUND.  A STANDARD DISK, STAMPED Y 133 1934 AND SET VERTICALLY.
 GH0117
 GH0117                          STATION RECOVERY (1954)
 GH0117
 GH0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GH0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0280 ***********************************************************************
 GG0280  DESIGNATION -  Y 134
 GG0280  PID         -  GG0280
 GG0280  STATE/COUNTY-  OK/CRAIG
 GG0280  COUNTRY     -  US
 GG0280  USGS QUAD   -  VINITA NE (2019)
 GG0280
 GG0280                         *CURRENT SURVEY CONTROL
 GG0280  ______________________________________________________________________
 GG0280* NAD 83(1986) POSITION- 36 38 05.     (N) 095 07 01.     (W)   SCALED
 GG0280* NAVD 88 ORTHO HEIGHT -   204.305 (meters)      670.29  (feet) ADJUSTED
 GG0280  ______________________________________________________________________
 GG0280  GEOID HEIGHT    -        -29.293 (meters)                     GEOID18
 GG0280  DYNAMIC HEIGHT  -        204.134 (meters)      669.73  (feet) COMP
 GG0280  MODELED GRAVITY -    979,793.5   (mgal)                       NAVD 88
 GG0280
 GG0280  VERT ORDER      -  SECOND    CLASS 0
 GG0280
 GG0280.The horizontal coordinates were scaled from a map and have
 GG0280.an estimated accuracy of +/- 6 seconds.
 GG0280
 GG0280.The orthometric height was determined by differential leveling and
 GG0280.adjusted by the NATIONAL GEODETIC SURVEY
 GG0280.in June 1991.
 GG0280
 GG0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0280.GEOID18 height accuracy estimate available here.
 GG0280
 GG0280.Click photographs - Photos may exist for this station.
 GG0280
 GG0280.The dynamic height is computed by dividing the NAVD 88
 GG0280.geopotential number by the normal gravity value computed on the
 GG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0280.degrees latitude (g = 980.6199 gals.).
 GG0280
 GG0280.The modeled gravity was interpolated from observed gravity values.
 GG0280
 GG0280;                    North         East    Units  Estimated Accuracy
 GG0280;SPC OK N     -   185,210.      857,810.      MT  (+/- 180 meters Scaled)
 GG0280
 GG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA107564(NAD 83)
 GG0280
 GG0280                          SUPERSEDED SURVEY CONTROL
 GG0280
 GG0280  NGVD 29 (??/??/92)  204.194  (m)          669.93   (f) ADJ UNCH    2 0
 GG0280
 GG0280.Superseded values are not recommended for survey control.
 GG0280
 GG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0280.See file dsdata.pdf to determine how the superseded data were derived.
 GG0280
 GG0280_MARKER: DB = BENCH MARK DISK
 GG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0280_STAMPING: Y 134 1934
 GG0280_MARK LOGO: CGS
 GG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0280+STABILITY: SURFACE MOTION
 GG0280
 GG0280  HISTORY     - Date     Condition        Report By
 GG0280  HISTORY     - 1934     MONUMENTED       CGS
 GG0280
 GG0280                          STATION DESCRIPTION
 GG0280
 GG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0280'2.2 MI NE FROM VINITA.
 GG0280'2.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0280'FROM THE STATION AT VINITA, CRAIG COUNTY, 45 FEET SOUTHEAST
 GG0280'OF POLE 357+25, 425 FEET SOUTHWEST OF THE SOUTHWEST END OF
 GG0280'TRESTLE 357.6, 105 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 GG0280'AND 9.4 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 GG0280'Y 134 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0272 ***********************************************************************
 GG0272  DESIGNATION -  Y 135
 GG0272  PID         -  GG0272
 GG0272  STATE/COUNTY-  OK/CRAIG
 GG0272  COUNTRY     -  US
 GG0272  USGS QUAD   -  ESTELLA (2019)
 GG0272
 GG0272                         *CURRENT SURVEY CONTROL
 GG0272  ______________________________________________________________________
 GG0272* NAD 83(1986) POSITION- 36 41 04.     (N) 095 20 57.     (W)   SCALED
 GG0272* NAVD 88 ORTHO HEIGHT -   276.432 (meters)      906.93  (feet) ADJUSTED
 GG0272  ______________________________________________________________________
 GG0272  GEOID HEIGHT    -        -29.353 (meters)                     GEOID18
 GG0272  DYNAMIC HEIGHT  -        276.203 (meters)      906.18  (feet) COMP
 GG0272  MODELED GRAVITY -    979,795.3   (mgal)                       NAVD 88
 GG0272
 GG0272  VERT ORDER      -  SECOND    CLASS 0
 GG0272
 GG0272.The horizontal coordinates were scaled from a map and have
 GG0272.an estimated accuracy of +/- 6 seconds.
 GG0272
 GG0272.The orthometric height was determined by differential leveling and
 GG0272.adjusted by the NATIONAL GEODETIC SURVEY
 GG0272.in June 1991.
 GG0272
 GG0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0272.GEOID18 height accuracy estimate available here.
 GG0272
 GG0272.Click photographs - Photos may exist for this station.
 GG0272
 GG0272.The dynamic height is computed by dividing the NAVD 88
 GG0272.geopotential number by the normal gravity value computed on the
 GG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0272.degrees latitude (g = 980.6199 gals.).
 GG0272
 GG0272.The modeled gravity was interpolated from observed gravity values.
 GG0272
 GG0272;                    North         East    Units  Estimated Accuracy
 GG0272;SPC OK N     -   190,130.      836,890.      MT  (+/- 180 meters Scaled)
 GG0272
 GG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA901624(NAD 83)
 GG0272
 GG0272                          SUPERSEDED SURVEY CONTROL
 GG0272
 GG0272  NGVD 29 (??/??/92)  276.308  (m)          906.52   (f) ADJ UNCH    2 0
 GG0272
 GG0272.Superseded values are not recommended for survey control.
 GG0272
 GG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0272.See file dsdata.pdf to determine how the superseded data were derived.
 GG0272
 GG0272_MARKER: DB = BENCH MARK DISK
 GG0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0272_STAMPING: Y 135 1934
 GG0272_MARK LOGO: CGS
 GG0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0272+STABILITY: SURFACE MOTION
 GG0272
 GG0272  HISTORY     - Date     Condition        Report By
 GG0272  HISTORY     - 1934     MONUMENTED       CGS
 GG0272
 GG0272                          STATION DESCRIPTION
 GG0272
 GG0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0272'1.9 MI W FROM ESTELLA.
 GG0272'1.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 GG0272'ESTELLA, CRAIG COUNTY, 3.4 MILES EAST OF THE PUBLIC SCHOOL
 GG0272'AT ROSS, 0.5 MILE WEST OF A NORTH-AND-SOUTH DIRT-ROAD CROSSING,
 GG0272'0.2 MILE WEST OF THE SUMMIT OF THE HIGHWAY OVER A HILL, DUG UP
 GG0272'IN FOLLOWING A COAL VEIN, 235 FEET EAST OF A SMALL METAL PIPE
 GG0272'CULVERT, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 GG0272'3.5 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED Y 135 1934 AND
 GG0272'SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0162 ***********************************************************************
 GH0162  DESIGNATION -  Y 136
 GH0162  PID         -  GH0162
 GH0162  STATE/COUNTY-  OK/PAWNEE
 GH0162  COUNTRY     -  US
 GH0162  USGS QUAD   -  BLACKBURN (2018)
 GH0162
 GH0162                         *CURRENT SURVEY CONTROL
 GH0162  ______________________________________________________________________
 GH0162* NAD 83(1986) POSITION- 36 15 33.     (N) 096 32 04.     (W)   SCALED
 GH0162* NAVD 88 ORTHO HEIGHT -   290.086 (meters)      951.72  (feet) ADJUSTED
 GH0162  ______________________________________________________________________
 GH0162  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 GH0162  DYNAMIC HEIGHT  -        289.836 (meters)      950.90  (feet) COMP
 GH0162  MODELED GRAVITY -    979,761.7   (mgal)                       NAVD 88
 GH0162
 GH0162  VERT ORDER      -  SECOND    CLASS 0
 GH0162
 GH0162.The horizontal coordinates were scaled from a map and have
 GH0162.an estimated accuracy of +/- 6 seconds.
 GH0162
 GH0162.The orthometric height was determined by differential leveling and
 GH0162.adjusted by the NATIONAL GEODETIC SURVEY
 GH0162.in June 1991.
 GH0162
 GH0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0162.GEOID18 height accuracy estimate available here.
 GH0162
 GH0162.Click photographs - Photos may exist for this station.
 GH0162
 GH0162.The dynamic height is computed by dividing the NAVD 88
 GH0162.geopotential number by the normal gravity value computed on the
 GH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0162.degrees latitude (g = 980.6199 gals.).
 GH0162
 GH0162.The modeled gravity was interpolated from observed gravity values.
 GH0162
 GH0162;                    North         East    Units  Estimated Accuracy
 GH0162;SPC OK N     -   140,700.      731,690.      MT  (+/- 180 meters Scaled)
 GH0162
 GH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF215155(NAD 83)
 GH0162
 GH0162                          SUPERSEDED SURVEY CONTROL
 GH0162
 GH0162  NGVD 29 (??/??/92)  289.974  (m)          951.36   (f) ADJ UNCH    2 0
 GH0162
 GH0162.Superseded values are not recommended for survey control.
 GH0162
 GH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0162.See file dsdata.pdf to determine how the superseded data were derived.
 GH0162
 GH0162_MARKER: DB = BENCH MARK DISK
 GH0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0162_STAMPING: Y 136 1934
 GH0162_MARK LOGO: CGS
 GH0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0162+STABILITY: SURFACE MOTION
 GH0162
 GH0162  HISTORY     - Date     Condition        Report By
 GH0162  HISTORY     - 1934     MONUMENTED       CGS
 GH0162
 GH0162                          STATION DESCRIPTION
 GH0162
 GH0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0162'2.6 MI NE FROM HALLETT.
 GH0162'2.6 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0162'FROM THE STATION AT HALLETT, PAWNEE COUNTY, 1080 FEET NORTH
 GH0162'OF MILEPOST 254, AT AN EAST-AND-WEST DIRT-ROAD CROSSING, 36
 GH0162'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 50 FEET EAST OF THE
 GH0162'CENTERLINE OF THE TRACK, AND 6.5 FEET SOUTHWEST OF POLE 3077.
 GH0162'A STANDARD DISK, STAMPED Y 136 1934 AND SET IN THE TOP OF A
 GH0162'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0244 ***********************************************************************
 FJ0244  DESIGNATION -  Y 138
 FJ0244  PID         -  FJ0244
 FJ0244  STATE/COUNTY-  OK/CREEK
 FJ0244  COUNTRY     -  US
 FJ0244  USGS QUAD   -  RITTS JUNCTION (2018)
 FJ0244
 FJ0244                         *CURRENT SURVEY CONTROL
 FJ0244  ______________________________________________________________________
 FJ0244* NAD 83(1986) POSITION- 35 44 48.     (N) 096 36 15.     (W)   SCALED
 FJ0244* NAVD 88 ORTHO HEIGHT -   239.273 (meters)      785.01  (feet) ADJUSTED
 FJ0244  ______________________________________________________________________
 FJ0244  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 FJ0244  DYNAMIC HEIGHT  -        239.053 (meters)      784.29  (feet) COMP
 FJ0244  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 FJ0244
 FJ0244  VERT ORDER      -  SECOND    CLASS 0
 FJ0244
 FJ0244.The horizontal coordinates were scaled from a map and have
 FJ0244.an estimated accuracy of +/- 6 seconds.
 FJ0244
 FJ0244.The orthometric height was determined by differential leveling and
 FJ0244.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0244.in June 1991.
 FJ0244
 FJ0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0244.GEOID18 height accuracy estimate available here.
 FJ0244
 FJ0244.Click photographs - Photos may exist for this station.
 FJ0244
 FJ0244.The dynamic height is computed by dividing the NAVD 88
 FJ0244.geopotential number by the normal gravity value computed on the
 FJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0244.degrees latitude (g = 980.6199 gals.).
 FJ0244
 FJ0244.The modeled gravity was interpolated from observed gravity values.
 FJ0244
 FJ0244;                    North         East    Units  Estimated Accuracy
 FJ0244;SPC OK N     -    83,750.      726,250.      MT  (+/- 180 meters Scaled)
 FJ0244
 FJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE166584(NAD 83)
 FJ0244
 FJ0244                          SUPERSEDED SURVEY CONTROL
 FJ0244
 FJ0244  NGVD 29 (??/??/92)  239.170  (m)          784.68   (f) ADJ UNCH    2 0
 FJ0244
 FJ0244.Superseded values are not recommended for survey control.
 FJ0244
 FJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0244.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0244
 FJ0244_MARKER: DB = BENCH MARK DISK
 FJ0244_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0244_STAMPING: Y 138 1934
 FJ0244_MARK LOGO: CGS
 FJ0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0244
 FJ0244  HISTORY     - Date     Condition        Report By
 FJ0244  HISTORY     - 1934     MONUMENTED       CGS
 FJ0244  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0244
 FJ0244                          STATION DESCRIPTION
 FJ0244
 FJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0244'2.3 MI W FROM MILFAY.
 FJ0244'2.3 MILES WEST OF, ALONG SLSFRY 780 FEET WEST OF SEMAPHORE
 FJ0244'474.2675 FEET WEST OF WEST END OF WOODEN RY. TRESTLE 474.2,
 FJ0244'48.5 FEET SOUTH OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO
 FJ0244'RY., 27.6 FEET SOUTHWEST OF M.P. 474-10, 21.7 FEET EAST OF
 FJ0244'CENTERLINE OF DIRT ROAD CROSSING, 1.5 FEET NORTH OF RIGHT OF
 FJ0244'WAY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0244
 FJ0244                          STATION RECOVERY (1973)
 FJ0244
 FJ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0244'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0690 ***********************************************************************
 FH0690  DESIGNATION -  Y 139
 FH0690  PID         -  FH0690
 FH0690  STATE/COUNTY-  OK/MUSKOGEE
 FH0690  COUNTRY     -  US
 FH0690  USGS QUAD   -  BELAND (2018)
 FH0690
 FH0690                         *CURRENT SURVEY CONTROL
 FH0690  ______________________________________________________________________
 FH0690* NAD 83(1986) POSITION- 35 41 37.89   (N) 095 31 06.33   (W)   HD_HELD1
 FH0690* NAVD 88 ORTHO HEIGHT -   180.404 (meters)      591.88  (feet) ADJUSTED
 FH0690  ______________________________________________________________________
 FH0690  GEOID HEIGHT    -        -29.508 (meters)                     GEOID18
 FH0690  DYNAMIC HEIGHT  -        180.239 (meters)      591.33  (feet) COMP
 FH0690  MODELED GRAVITY -    979,716.6   (mgal)                       NAVD 88
 FH0690
 FH0690  VERT ORDER      -  SECOND    CLASS 0
 FH0690
 FH0690.The horizontal coordinates were determined by differentially corrected
 FH0690.hand held GPS observations or other comparable positioning techniques
 FH0690.and have an estimated accuracy of +/- 3 meters.
 FH0690
 FH0690.The orthometric height was determined by differential leveling and
 FH0690.adjusted by the NATIONAL GEODETIC SURVEY
 FH0690.in June 1991.
 FH0690
 FH0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0690.GEOID18 height accuracy estimate available here.
 FH0690
 FH0690.Click photographs - Photos may exist for this station.
 FH0690
 FH0690.The dynamic height is computed by dividing the NAVD 88
 FH0690.geopotential number by the normal gravity value computed on the
 FH0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0690.degrees latitude (g = 980.6199 gals.).
 FH0690
 FH0690.The modeled gravity was interpolated from observed gravity values.
 FH0690
 FH0690;                    North         East    Units  Estimated Accuracy
 FH0690;SPC OK N     -    79,855.9     824,580.4     MT  (+/- 3 meters HH1 GPS) 
 FH0690
 FH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV7212252916(NAD 83)
 FH0690
 FH0690                          SUPERSEDED SURVEY CONTROL
 FH0690
 FH0690  NGVD 29 (??/??/92)  180.290  (m)          591.50   (f) ADJ UNCH    2 0
 FH0690
 FH0690.Superseded values are not recommended for survey control.
 FH0690
 FH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0690.See file dsdata.pdf to determine how the superseded data were derived.
 FH0690
 FH0690_MARKER: DB = BENCH MARK DISK
 FH0690_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0690_STAMPING: Y 139 1934
 FH0690_MARK LOGO: CGS
 FH0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0690
 FH0690  HISTORY     - Date     Condition        Report By
 FH0690  HISTORY     - 1934     MONUMENTED       CGS
 FH0690  HISTORY     - 1960     GOOD             CGS
 FH0690  HISTORY     - 1969     POOR             CGS
 FH0690
 FH0690                          STATION DESCRIPTION
 FH0690
 FH0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0690'9.3 MI SW FROM MUSKOGEE.
 FH0690'THIS MARK RECOVERED ABOUT 60 YARDS WEST OF A NORTH-SOUTH ROAD
 FH0690'CROSSING, ABOUT 47.5 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 FH0690'AND ABOUT 12 FEET NORTHWEST OF MILEPOST 497.  THE CONCRETE POST
 FH0690'WAS FOUND TO BE LOOSE IN THE GROUND AND IS SLIGHTLY TILTED.
 FH0690
 FH0690                          STATION RECOVERY (1969)
 FH0690
 FH0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0690'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0240 ***********************************************************************
 GK0240  DESIGNATION -  Y 14
 GK0240  PID         -  GK0240
 GK0240  STATE/COUNTY-  OK/TEXAS
 GK0240  COUNTRY     -  US
 GK0240  USGS QUAD   -  GUYMON (2018)
 GK0240
 GK0240                         *CURRENT SURVEY CONTROL
 GK0240  ______________________________________________________________________
 GK0240* NAD 83(1986) POSITION- 36 43 28.     (N) 101 24 39.     (W)   SCALED
 GK0240* NAVD 88 ORTHO HEIGHT -   898.640 (meters)     2948.29  (feet) ADJUSTED
 GK0240  ______________________________________________________________________
 GK0240  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 GK0240  DYNAMIC HEIGHT  -        897.718 (meters)     2945.26  (feet) COMP
 GK0240  MODELED GRAVITY -    979,575.7   (mgal)                       NAVD 88
 GK0240
 GK0240  VERT ORDER      -  FIRST     CLASS II
 GK0240
 GK0240.The horizontal coordinates were scaled from a map and have
 GK0240.an estimated accuracy of +/- 6 seconds.
 GK0240
 GK0240.The orthometric height was determined by differential leveling and
 GK0240.adjusted by the NATIONAL GEODETIC SURVEY
 GK0240.in June 1991.
 GK0240
 GK0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0240.GEOID18 height accuracy estimate available here.
 GK0240
 GK0240.Click photographs - Photos may exist for this station.
 GK0240
 GK0240.The dynamic height is computed by dividing the NAVD 88
 GK0240.geopotential number by the normal gravity value computed on the
 GK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0240.degrees latitude (g = 980.6199 gals.).
 GK0240
 GK0240.The modeled gravity was interpolated from observed gravity values.
 GK0240
 GK0240;                    North         East    Units  Estimated Accuracy
 GK0240;SPC OK N     -   196,690.      295,370.      MT  (+/- 180 meters Scaled)
 GK0240
 GK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF847670(NAD 83)
 GK0240
 GK0240                          SUPERSEDED SURVEY CONTROL
 GK0240
 GK0240  NGVD 29 (??/??/92)  898.213  (m)         2946.89   (f) ADJ UNCH    1 2
 GK0240
 GK0240.Superseded values are not recommended for survey control.
 GK0240
 GK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0240.See file dsdata.pdf to determine how the superseded data were derived.
 GK0240
 GK0240_MARKER: DB = BENCH MARK DISK
 GK0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0240_SP_SET: CULVERT HEADWALL
 GK0240_STAMPING: Y 14 1933
 GK0240_MARK LOGO: CGS
 GK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0240+STABILITY: SURFACE MOTION
 GK0240
 GK0240  HISTORY     - Date     Condition        Report By
 GK0240  HISTORY     - 1933     MONUMENTED       CGS
 GK0240
 GK0240                          STATION DESCRIPTION
 GK0240
 GK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0240'4.9 MI NE FROM GUYMON.
 GK0240'4.9 MILES NORTHEAST OF GUYMON DEPOT ALONG THE ROCK ISLAND RAIL ROAD 28
 GK0240'1/2 POLES SOUTH WEST OF MILE POLE NO. 468.  SET IN HEAD WALL OF
 GK0240'CONCRETE BRIDGE, SOUTHWEST END OF THE SOUTH EAST SIDE, BRIDGE UNDER
 GK0240'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0625 ***********************************************************************
 FH0625  DESIGNATION -  Y 140
 FH0625  PID         -  FH0625
 FH0625  STATE/COUNTY-  OK/MUSKOGEE
 FH0625  COUNTRY     -  US
 FH0625  USGS QUAD   -  PORUM (2018)
 FH0625
 FH0625                         *CURRENT SURVEY CONTROL
 FH0625  ______________________________________________________________________
 FH0625* NAD 83(1986) POSITION- 35 21 25.     (N) 095 15 45.     (W)   SCALED
 FH0625* NAVD 88 ORTHO HEIGHT -   177.507 (meters)      582.37  (feet) ADJUSTED
 FH0625  ______________________________________________________________________
 FH0625  GEOID HEIGHT    -        -30.217 (meters)                     GEOID18
 FH0625  DYNAMIC HEIGHT  -        177.338 (meters)      581.82  (feet) COMP
 FH0625  MODELED GRAVITY -    979,681.0   (mgal)                       NAVD 88
 FH0625
 FH0625  VERT ORDER      -  SECOND    CLASS 0
 FH0625
 FH0625.The horizontal coordinates were scaled from a map and have
 FH0625.an estimated accuracy of +/- 6 seconds.
 FH0625
 FH0625.The orthometric height was determined by differential leveling and
 FH0625.adjusted by the NATIONAL GEODETIC SURVEY
 FH0625.in June 1991.
 FH0625
 FH0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0625.GEOID18 height accuracy estimate available here.
 FH0625
 FH0625.Click photographs - Photos may exist for this station.
 FH0625
 FH0625.The dynamic height is computed by dividing the NAVD 88
 FH0625.geopotential number by the normal gravity value computed on the
 FH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0625.degrees latitude (g = 980.6199 gals.).
 FH0625
 FH0625.The modeled gravity was interpolated from observed gravity values.
 FH0625
 FH0625;                    North         East    Units  Estimated Accuracy
 FH0625;SPC OK N     -    43,110.      848,790.      MT  (+/- 180 meters Scaled)
 FH0625
 FH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV944149(NAD 83)
 FH0625
 FH0625                          SUPERSEDED SURVEY CONTROL
 FH0625
 FH0625  NGVD 29 (??/??/92)  177.400  (m)          582.02   (f) ADJ UNCH    2 0
 FH0625
 FH0625.Superseded values are not recommended for survey control.
 FH0625
 FH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0625.See file dsdata.pdf to determine how the superseded data were derived.
 FH0625
 FH0625_MARKER: DB = BENCH MARK DISK
 FH0625_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0625_STAMPING: Y 140 1934
 FH0625_MARK LOGO: CGS
 FH0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0625
 FH0625  HISTORY     - Date     Condition        Report By
 FH0625  HISTORY     - 1934     MONUMENTED       CGS
 FH0625  HISTORY     - 1960     GOOD             CGS
 FH0625
 FH0625                          STATION DESCRIPTION
 FH0625
 FH0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FH0625'AT PORUM.
 FH0625'AT PORUM, MUSKOGEE COUNTY, ON THE MIDLAND VALLEY RAILROAD, 100
 FH0625'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 0.5 MILE
 FH0625'NORTH OF MILEPOST 67, 60.5 FEET EAST OF THE CENTERLINE OF THE
 FH0625'MAIN TRACK, 90 FEET SOUTHWEST OF TELEPHONE POLE 7485, AND 4.1
 FH0625'FEET SOUTH OF ANOTHER POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0369 ***********************************************************************
 FJ0369  DESIGNATION -  Y 141
 FJ0369  PID         -  FJ0369
 FJ0369  STATE/COUNTY-  OK/MCCLAIN
 FJ0369  COUNTRY     -  US
 FJ0369  USGS QUAD   -  WASHINGTON (2018)
 FJ0369
 FJ0369                         *CURRENT SURVEY CONTROL
 FJ0369  ______________________________________________________________________
 FJ0369* NAD 83(1986) POSITION- 35 02 35.     (N) 097 25 26.     (W)   SCALED
 FJ0369* NAVD 88 ORTHO HEIGHT -   324.450 (meters)     1064.47  (feet) ADJUSTED
 FJ0369  ______________________________________________________________________
 FJ0369  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 FJ0369  DYNAMIC HEIGHT  -        324.134 (meters)     1063.43  (feet) COMP
 FJ0369  MODELED GRAVITY -    979,651.5   (mgal)                       NAVD 88
 FJ0369
 FJ0369  VERT ORDER      -  SECOND    CLASS 0
 FJ0369
 FJ0369.The horizontal coordinates were scaled from a map and have
 FJ0369.an estimated accuracy of +/- 6 seconds.
 FJ0369
 FJ0369.The orthometric height was determined by differential leveling and
 FJ0369.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0369.in June 1991.
 FJ0369
 FJ0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0369.GEOID18 height accuracy estimate available here.
 FJ0369
 FJ0369.Click photographs - Photos may exist for this station.
 FJ0369
 FJ0369.The dynamic height is computed by dividing the NAVD 88
 FJ0369.geopotential number by the normal gravity value computed on the
 FJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0369.degrees latitude (g = 980.6199 gals.).
 FJ0369
 FJ0369.The modeled gravity was interpolated from observed gravity values.
 FJ0369
 FJ0369;                    North         East    Units  Estimated Accuracy
 FJ0369;SPC OK S     -   189,800.      652,560.      MT  (+/- 180 meters Scaled)
 FJ0369
 FJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD437789(NAD 83)
 FJ0369
 FJ0369                          SUPERSEDED SURVEY CONTROL
 FJ0369
 FJ0369  NGVD 29 (??/??/92)  324.347  (m)         1064.13   (f) ADJ UNCH    2 0
 FJ0369
 FJ0369.Superseded values are not recommended for survey control.
 FJ0369
 FJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0369.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0369
 FJ0369_MARKER: DB = BENCH MARK DISK
 FJ0369_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0369_STAMPING: Y 141 1934
 FJ0369_MARK LOGO: CGS
 FJ0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0369
 FJ0369  HISTORY     - Date     Condition        Report By
 FJ0369  HISTORY     - 1934     MONUMENTED       CGS
 FJ0369
 FJ0369                          STATION DESCRIPTION
 FJ0369
 FJ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0369'3.7 MI E FROM WASHINGTON.
 FJ0369'3.7 MILES EAST OF, ALONG A.T. AND S.F. RY, FROM STATION ABOUT
 FJ0369'0.1 MILE EAST OF MILEPOST 93, ABOUT 225 FEET NORTHEAST OF KIRFORT
 FJ0369'SIDING MARKER, 80.5 FEET NORTHWEST OF CENTERLINE OF COUNTRY
 FJ0369'ROAD AT RAILROAD CROSSING, 47.3 FEET NORTH OF CENTERLINE OF
 FJ0369'A.T. AND S.F. RY, 39 FEET WEST OF CENTERLINE OF COUNTRY ROAD,
 FJ0369'30.1 FEET WEST OF SOUTHEAST FENCE CORNER, 1.5 FEET SOUTH OF
 FJ0369'FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0276 ***********************************************************************
 FJ0276  DESIGNATION -  Y 143
 FJ0276  PID         -  FJ0276
 FJ0276  STATE/COUNTY-  OK/OKLAHOMA
 FJ0276  COUNTRY     -  US
 FJ0276  USGS QUAD   -  EDMOND (2018)
 FJ0276
 FJ0276                         *CURRENT SURVEY CONTROL
 FJ0276  ______________________________________________________________________
 FJ0276* NAD 83(1986) POSITION- 35 39 07.     (N) 097 28 58.     (W)   SCALED
 FJ0276* NAVD 88 ORTHO HEIGHT -   365.357 (meters)     1198.68  (feet) ADJUSTED
 FJ0276  ______________________________________________________________________
 FJ0276  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 FJ0276  DYNAMIC HEIGHT  -        365.014 (meters)     1197.55  (feet) COMP
 FJ0276  MODELED GRAVITY -    979,683.6   (mgal)                       NAVD 88
 FJ0276
 FJ0276  VERT ORDER      -  SECOND    CLASS 0
 FJ0276
 FJ0276.The horizontal coordinates were scaled from a map and have
 FJ0276.an estimated accuracy of +/- 6 seconds.
 FJ0276
 FJ0276.The orthometric height was determined by differential leveling and
 FJ0276.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0276.in August 1994.
 FJ0276
 FJ0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0276.GEOID18 height accuracy estimate available here.
 FJ0276
 FJ0276.Click photographs - Photos may exist for this station.
 FJ0276
 FJ0276.The dynamic height is computed by dividing the NAVD 88
 FJ0276.geopotential number by the normal gravity value computed on the
 FJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0276.degrees latitude (g = 980.6199 gals.).
 FJ0276
 FJ0276.The modeled gravity was interpolated from observed gravity values.
 FJ0276
 FJ0276;                    North         East    Units  Estimated Accuracy
 FJ0276;SPC OK N     -    72,460.      646,840.      MT  (+/- 180 meters Scaled)
 FJ0276
 FJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE373464(NAD 83)
 FJ0276
 FJ0276                          SUPERSEDED SURVEY CONTROL
 FJ0276
 FJ0276  NAVD 88 (06/15/91)  365.390  (m)         1198.78   (f) SUPERSEDED  2 0
 FJ0276  NGVD 29 (??/??/92)  365.253  (m)         1198.33   (f) ADJ UNCH    2 0
 FJ0276
 FJ0276.Superseded values are not recommended for survey control.
 FJ0276
 FJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0276.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0276
 FJ0276_MARKER: DB = BENCH MARK DISK
 FJ0276_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0276_SP_SET: BASE
 FJ0276_STAMPING: Y 143 1934
 FJ0276_MARK LOGO: CGS
 FJ0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0276
 FJ0276  HISTORY     - Date     Condition        Report By
 FJ0276  HISTORY     - 1934     MONUMENTED       CGS
 FJ0276  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FJ0276
 FJ0276                          STATION DESCRIPTION
 FJ0276
 FJ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0276'AT EDMOND.
 FJ0276'AT EDMOND, OKLAHOMA COUNTY, AT THE CITY WATER PLANT, IN THE TOP
 FJ0276'OF THE CONCRETE BASE, 38.7 FEET EAST OF THE EAST SIDE OF THE
 FJ0276'POWERHOUSE, 32.2 FEET NORTH OF THE THIRD STREET SIDEWALK, AND
 FJ0276'14.7 FEET WEST OF THE WEST SIDE OF A CONCRETE DRIVE.  A STANDARD DISK,
 FJ0276'STAMPED Y 143 1934.
 FJ0276
 FJ0276                          STATION RECOVERY (1988)
 FJ0276
 FJ0276'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0338 ***********************************************************************
 GH0338  DESIGNATION -  Y 144
 GH0338  PID         -  GH0338
 GH0338  STATE/COUNTY-  OK/LOGAN
 GH0338  COUNTRY     -  US
 GH0338  USGS QUAD   -  MULHALL (2018)
 GH0338
 GH0338                         *CURRENT SURVEY CONTROL
 GH0338  ______________________________________________________________________
 GH0338* NAD 83(1986) POSITION- 36 06 50.     (N) 097 23 26.     (W)   SCALED
 GH0338* NAVD 88 ORTHO HEIGHT -   308.231 (meters)     1011.25  (feet) ADJUSTED
 GH0338  ______________________________________________________________________
 GH0338  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GH0338  DYNAMIC HEIGHT  -        307.951 (meters)     1010.34  (feet) COMP
 GH0338  MODELED GRAVITY -    979,717.2   (mgal)                       NAVD 88
 GH0338
 GH0338  VERT ORDER      -  SECOND    CLASS 0
 GH0338
 GH0338.The horizontal coordinates were scaled from a map and have
 GH0338.an estimated accuracy of +/- 6 seconds.
 GH0338
 GH0338.The orthometric height was determined by differential leveling and
 GH0338.adjusted by the NATIONAL GEODETIC SURVEY
 GH0338.in June 1991.
 GH0338
 GH0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0338.GEOID18 height accuracy estimate available here.
 GH0338
 GH0338.Click photographs - Photos may exist for this station.
 GH0338
 GH0338.The dynamic height is computed by dividing the NAVD 88
 GH0338.geopotential number by the normal gravity value computed on the
 GH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0338.degrees latitude (g = 980.6199 gals.).
 GH0338
 GH0338.The modeled gravity was interpolated from observed gravity values.
 GH0338
 GH0338;                    North         East    Units  Estimated Accuracy
 GH0338;SPC OK N     -   123,760.      654,870.      MT  (+/- 180 meters Scaled)
 GH0338
 GH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE448977(NAD 83)
 GH0338
 GH0338                          SUPERSEDED SURVEY CONTROL
 GH0338
 GH0338  NGVD 29 (??/??/92)  308.100  (m)         1010.82   (f) ADJ UNCH    2 0
 GH0338
 GH0338.Superseded values are not recommended for survey control.
 GH0338
 GH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0338.See file dsdata.pdf to determine how the superseded data were derived.
 GH0338
 GH0338_MARKER: DB = BENCH MARK DISK
 GH0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0338_SP_SET: BRIDGE ABUTMENT
 GH0338_STAMPING: Y 144 1934
 GH0338_MARK LOGO: CGS
 GH0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0338
 GH0338  HISTORY     - Date     Condition        Report By
 GH0338  HISTORY     - 1934     MONUMENTED       CGS
 GH0338  HISTORY     - 1988     GOOD             USPSQD
 GH0338
 GH0338                          STATION DESCRIPTION
 GH0338
 GH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0338'2.6 MI S FROM ORLANDO.
 GH0338'2.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0338'FROM THE STATION AT ORLANDO, 0.3 MILE SOUTH OF MILEPOST 335,
 GH0338'AT A BRIDGE OVER U.S. HIGHWAY 77, IN THE TOP OF THE WEST END OF
 GH0338'THE NORTH CONCRETE ABUTMENT, 2 FEET EAST OF THE TOP OF THE SLOPE,
 GH0338'0.7 FOOT SOUTH OF THE NORTH EDGE, AND 8.8 FEET WEST OF THE
 GH0338'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Y 144 1934.
 GH0338
 GH0338                          STATION RECOVERY (1988)
 GH0338
 GH0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0317 ***********************************************************************
 FJ0317  DESIGNATION -  Y 145 RESET
 FJ0317  PID         -  FJ0317
 FJ0317  STATE/COUNTY-  OK/PAYNE
 FJ0317  COUNTRY     -  US
 FJ0317  USGS QUAD   -  PERKINS (2018)
 FJ0317
 FJ0317                         *CURRENT SURVEY CONTROL
 FJ0317  ______________________________________________________________________
 FJ0317* NAD 83(1986) POSITION- 35 57 25.     (N) 097 00 34.     (W)   SCALED
 FJ0317* NAVD 88 ORTHO HEIGHT -   254.06  (meters)      833.5   (feet) RESET
 FJ0317  ______________________________________________________________________
 FJ0317  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 FJ0317  VERT ORDER      -  THIRD
 FJ0317
 FJ0317.The horizontal coordinates were scaled from a map and have
 FJ0317.an estimated accuracy of +/- 6 seconds.
 FJ0317
 FJ0317.The orthometric height was computed from unverified reset data.
 FJ0317
 FJ0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0317.GEOID18 height accuracy estimate available here.
 FJ0317
 FJ0317.Click photographs - Photos may exist for this station.
 FJ0317
 FJ0317;                    North         East    Units  Estimated Accuracy
 FJ0317;SPC OK N     -   106,630.      689,360.      MT  (+/- 180 meters Scaled)
 FJ0317
 FJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE795810(NAD 83)
 FJ0317
 FJ0317                          SUPERSEDED SURVEY CONTROL
 FJ0317
 FJ0317.No superseded survey control is available for this station.
 FJ0317
 FJ0317_MARKER: DV = VERTICAL CONTROL DISK
 FJ0317_STAMPING: Y 145 RESET 1973
 FJ0317_MARK LOGO: NGS
 FJ0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0317
 FJ0317  HISTORY     - Date     Condition        Report By
 FJ0317  HISTORY     - 1973     MONUMENTED       NGS
 FJ0317
 FJ0317                          STATION DESCRIPTION
 FJ0317
 FJ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FJ0317'1.4 MI E FROM PERKINS.
 FJ0317'1.4 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 FJ0317'TOPEKA AND SANTA FE RAILROAD FROM THE STATION AT PERKINS, PAYNE
 FJ0317'COUNTY, ABOUT 300 FEET EAST OF A ROAD CROSSING, 59.2 FEET
 FJ0317'NORTH OF THE CENTERLINE OF A COUNTY ROAD, AND 2.8 FEET SOUTH OF
 FJ0317'THE CENTERLINE OF THE OLD ROADBED.  THIS RELOCATION BEING 26.2
 FJ0317'FEET NORTH AND 5.3 FEET EAST OF OLD MONUMENT.  A STANDARD DISK,
 FJ0317'STAMPED Y 145 RESET 1973.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0098 ***********************************************************************
 FJ0098  DESIGNATION -  Y 147
 FJ0098  PID         -  FJ0098
 FJ0098  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0098  COUNTRY     -  US
 FJ0098  USGS QUAD   -  EARLSBORO (2018)
 FJ0098
 FJ0098                         *CURRENT SURVEY CONTROL
 FJ0098  ______________________________________________________________________
 FJ0098* NAD 83(1986) POSITION- 35 17 47.     (N) 096 50 47.     (W)   SCALED
 FJ0098* NAVD 88 ORTHO HEIGHT -   317.215 (meters)     1040.73  (feet) ADJUSTED
 FJ0098  ______________________________________________________________________
 FJ0098  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 FJ0098  DYNAMIC HEIGHT  -        316.913 (meters)     1039.74  (feet) COMP
 FJ0098  MODELED GRAVITY -    979,673.8   (mgal)                       NAVD 88
 FJ0098
 FJ0098  VERT ORDER      -  SECOND    CLASS 0
 FJ0098
 FJ0098.The horizontal coordinates were scaled from a map and have
 FJ0098.an estimated accuracy of +/- 6 seconds.
 FJ0098
 FJ0098.The orthometric height was determined by differential leveling and
 FJ0098.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0098.in June 1991.
 FJ0098
 FJ0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0098.GEOID18 height accuracy estimate available here.
 FJ0098
 FJ0098.Click photographs - Photos may exist for this station.
 FJ0098
 FJ0098.The dynamic height is computed by dividing the NAVD 88
 FJ0098.geopotential number by the normal gravity value computed on the
 FJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0098.degrees latitude (g = 980.6199 gals.).
 FJ0098
 FJ0098.The modeled gravity was interpolated from observed gravity values.
 FJ0098
 FJ0098;                    North         East    Units  Estimated Accuracy
 FJ0098;SPC OK S     -   218,360.      704,930.      MT  (+/- 180 meters Scaled)
 FJ0098
 FJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE958080(NAD 83)
 FJ0098
 FJ0098                          SUPERSEDED SURVEY CONTROL
 FJ0098
 FJ0098  NGVD 29 (??/??/92)  317.129  (m)         1040.45   (f) ADJ UNCH    2 0
 FJ0098
 FJ0098.Superseded values are not recommended for survey control.
 FJ0098
 FJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0098.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0098
 FJ0098_MARKER: DB = BENCH MARK DISK
 FJ0098_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0098_STAMPING: Y 147 1934
 FJ0098_MARK LOGO: CGS
 FJ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0098
 FJ0098  HISTORY     - Date     Condition        Report By
 FJ0098  HISTORY     - 1934     MONUMENTED       CGS
 FJ0098  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0098
 FJ0098                          STATION DESCRIPTION
 FJ0098
 FJ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0098'3.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0098'RAILWAY FROM THE STATION AT EARLSBORO, POTTAWATOMIE COUNTY,
 FJ0098'34.2 FEET SOUTHWEST OF POLE 443+15, 0.2 MILE WEST OF A ROAD
 FJ0098'CROSSING, 56 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 FJ0098'40.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 6.5 FEET EAST
 FJ0098'OF THE WEST FENCE CORNER OF THE CROSSING GATE, AND 1.1 FEET NORTH
 FJ0098'OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 FJ0098'Y 147 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FJ0098
 FJ0098                          STATION RECOVERY (1964)
 FJ0098
 FJ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0284 ***********************************************************************
 EL0284  DESIGNATION -  Y 148
 EL0284  PID         -  EL0284
 EL0284  STATE/COUNTY-  OK/SEMINOLE
 EL0284  COUNTRY     -  US
 EL0284  USGS QUAD   -  VAMOOSA (2018)
 EL0284
 EL0284                         *CURRENT SURVEY CONTROL
 EL0284  ______________________________________________________________________
 EL0284* NAD 83(1986) POSITION- 34 56 59.48   (N) 096 44 57.95   (W)   HD_HELD1
 EL0284* NAVD 88 ORTHO HEIGHT -   287.291 (meters)      942.55  (feet) ADJUSTED
 EL0284  ______________________________________________________________________
 EL0284  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 EL0284  DYNAMIC HEIGHT  -        287.014 (meters)      941.65  (feet) COMP
 EL0284  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 EL0284
 EL0284  VERT ORDER      -  SECOND    CLASS 0
 EL0284
 EL0284.The horizontal coordinates were determined by differentially corrected
 EL0284.hand held GPS observations or other comparable positioning techniques
 EL0284.and have an estimated accuracy of +/- 3 meters.
 EL0284
 EL0284.The orthometric height was determined by differential leveling and
 EL0284.adjusted by the NATIONAL GEODETIC SURVEY
 EL0284.in June 1991.
 EL0284
 EL0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0284.GEOID18 height accuracy estimate available here.
 EL0284
 EL0284.Click photographs - Photos may exist for this station.
 EL0284
 EL0284.The dynamic height is computed by dividing the NAVD 88
 EL0284.geopotential number by the normal gravity value computed on the
 EL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0284.degrees latitude (g = 980.6199 gals.).
 EL0284
 EL0284.The modeled gravity was interpolated from observed gravity values.
 EL0284
 EL0284;                    North         East    Units  Estimated Accuracy
 EL0284;SPC OK S     -   180,020.0     714,223.9     MT  (+/- 3 meters HH1 GPS) 
 EL0284
 EL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0551169795(NAD 83)
 EL0284
 EL0284                          SUPERSEDED SURVEY CONTROL
 EL0284
 EL0284  NGVD 29 (??/??/92)  287.200  (m)          942.26   (f) ADJ UNCH    2 0
 EL0284
 EL0284.Superseded values are not recommended for survey control.
 EL0284
 EL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0284.See file dsdata.pdf to determine how the superseded data were derived.
 EL0284
 EL0284_MARKER: DB = BENCH MARK DISK
 EL0284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0284_SP_SET: CULVERT HEADWALL
 EL0284_STAMPING: Y 148 1934
 EL0284_MARK LOGO: CGS
 EL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0284+STABILITY: SURFACE MOTION
 EL0284
 EL0284  HISTORY     - Date     Condition        Report By
 EL0284  HISTORY     - 1934     MONUMENTED       CGS
 EL0284  HISTORY     - 1969     GOOD             CGS
 EL0284
 EL0284                          STATION DESCRIPTION
 EL0284
 EL0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0284'0.8 MI S FROM KONAWA.
 EL0284'0.8 MILE SOUTH OF, ALONG OKLA. CITY, ADA, ATOKA RY. FROM STATION
 EL0284'ABOUT 0.2 MILE NORTH OF M.P. 70, TABLET SET HORIZONTALLY IN
 EL0284'NORTH HEADWALL TO CONCRETE CULVERT UNDER ST. HWY. 48, 40.1 FEET
 EL0284'NORTHEAST OF CENTERLINE OF HWY. AT RY. CROSSING, 30.5 FEET EAST
 EL0284'OF CENTERLINE OF OKLA. CITY, ADA, ATOKA RY., 15.5 FEET NORTH
 EL0284'OF CENTERLINE OF STATE HWY. 48, 10.7 FEET SOUTHEAST OF RAILROAD
 EL0284'CROSSING SIGN, 1.2 FT. EAST OF WEST END OF HEADWALL, 0.6 FEET
 EL0284'SOUTH OF NORTH EDGE OF NORTH WALL.
 EL0284
 EL0284                          STATION RECOVERY (1969)
 EL0284
 EL0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0086 ***********************************************************************
 FJ0086  DESIGNATION -  Y 149
 FJ0086  PID         -  FJ0086
 FJ0086  STATE/COUNTY-  OK/HUGHES
 FJ0086  COUNTRY     -  US
 FJ0086  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0086
 FJ0086                         *CURRENT SURVEY CONTROL
 FJ0086  ______________________________________________________________________
 FJ0086* NAD 83(1986) POSITION- 35 06 03.     (N) 096 25 01.     (W)   SCALED
 FJ0086* NAVD 88 ORTHO HEIGHT -   257.479 (meters)      844.75  (feet) ADJUSTED
 FJ0086  ______________________________________________________________________
 FJ0086  GEOID HEIGHT    -        -27.857 (meters)                     GEOID18
 FJ0086  DYNAMIC HEIGHT  -        257.229 (meters)      843.93  (feet) COMP
 FJ0086  MODELED GRAVITY -    979,658.4   (mgal)                       NAVD 88
 FJ0086
 FJ0086  VERT ORDER      -  SECOND    CLASS 0
 FJ0086
 FJ0086.The horizontal coordinates were scaled from a map and have
 FJ0086.an estimated accuracy of +/- 6 seconds.
 FJ0086
 FJ0086.The orthometric height was determined by differential leveling and
 FJ0086.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0086.in June 1991.
 FJ0086
 FJ0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0086.GEOID18 height accuracy estimate available here.
 FJ0086
 FJ0086.Click photographs - Photos may exist for this station.
 FJ0086
 FJ0086.The dynamic height is computed by dividing the NAVD 88
 FJ0086.geopotential number by the normal gravity value computed on the
 FJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0086.degrees latitude (g = 980.6199 gals.).
 FJ0086
 FJ0086.The modeled gravity was interpolated from observed gravity values.
 FJ0086
 FJ0086;                    North         East    Units  Estimated Accuracy
 FJ0086;SPC OK S     -   197,190.      744,330.      MT  (+/- 180 meters Scaled)
 FJ0086
 FJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD354872(NAD 83)
 FJ0086
 FJ0086                          SUPERSEDED SURVEY CONTROL
 FJ0086
 FJ0086  NGVD 29 (??/??/92)  257.365  (m)          844.37   (f) ADJ UNCH    2 0
 FJ0086
 FJ0086.Superseded values are not recommended for survey control.
 FJ0086
 FJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0086.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0086
 FJ0086_MARKER: DB = BENCH MARK DISK
 FJ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0086_STAMPING: Y 149 1934
 FJ0086_MARK LOGO: CGS
 FJ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0086+STABILITY: SURFACE MOTION
 FJ0086
 FJ0086  HISTORY     - Date     Condition        Report By
 FJ0086  HISTORY     - 1934     MONUMENTED       CGS
 FJ0086
 FJ0086                          STATION DESCRIPTION
 FJ0086
 FJ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0086'1.3 MI NW FROM HOLDENVILLE.
 FJ0086'1.3 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0086'RAILWAY FROM THE UNION STATION AT HOLDENVILLE, HUGHES COUNTY,
 FJ0086'160 FEET NORTHWEST OF MILEPOST 412, 83 FEET NORTHWEST OF A
 FJ0086'YARD-LIMIT SIGN, 66 FEET SOUTHWEST OF THE CENTER OF A ROAD
 FJ0086'CROSSING, 42.6 FEET WEST OF THE CENTERLINE OF THE TRACK, 21.2
 FJ0086'FEET NORTH OF A POLE, 21.3 FEET SOUTH OF THE NORTH CORNER FENCE
 FJ0086'POST, AND 2.1 FEET EAST OF A FENCE PARALLELING THE TRACK.  A
 FJ0086'STANDARD DISK, STAMPED Y 149 1934 AND SET IN THE TOP OF A
 FJ0086'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0040 ***********************************************************************
 EL0040  DESIGNATION -  Y 150
 EL0040  PID         -  EL0040
 EL0040  STATE/COUNTY-  OK/PITTSBURG
 EL0040  COUNTRY     -  US
 EL0040  USGS QUAD   -  STUART (2018)
 EL0040
 EL0040                         *CURRENT SURVEY CONTROL
 EL0040  ______________________________________________________________________
 EL0040* NAD 83(1986) POSITION- 34 54 00.     (N) 096 02 38.     (W)   SCALED
 EL0040* NAVD 88 ORTHO HEIGHT -   215.614 (meters)      707.39  (feet) ADJUSTED
 EL0040  ______________________________________________________________________
 EL0040  GEOID HEIGHT    -        -29.000 (meters)                     GEOID18
 EL0040  DYNAMIC HEIGHT  -        215.398 (meters)      706.68  (feet) COMP
 EL0040  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 EL0040
 EL0040  VERT ORDER      -  SECOND    CLASS 0
 EL0040
 EL0040.The horizontal coordinates were scaled from a map and have
 EL0040.an estimated accuracy of +/- 6 seconds.
 EL0040
 EL0040.The orthometric height was determined by differential leveling and
 EL0040.adjusted by the NATIONAL GEODETIC SURVEY
 EL0040.in June 1991.
 EL0040
 EL0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0040.GEOID18 height accuracy estimate available here.
 EL0040
 EL0040.Click photographs - Photos may exist for this station.
 EL0040
 EL0040.The dynamic height is computed by dividing the NAVD 88
 EL0040.geopotential number by the normal gravity value computed on the
 EL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0040.degrees latitude (g = 980.6199 gals.).
 EL0040
 EL0040.The modeled gravity was interpolated from observed gravity values.
 EL0040
 EL0040;                    North         East    Units  Estimated Accuracy
 EL0040;SPC OK S     -   175,510.      778,770.      MT  (+/- 180 meters Scaled)
 EL0040
 EL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD701659(NAD 83)
 EL0040
 EL0040                          SUPERSEDED SURVEY CONTROL
 EL0040
 EL0040  NGVD 29 (??/??/92)  215.498  (m)          707.01   (f) ADJ UNCH    2 0
 EL0040
 EL0040.Superseded values are not recommended for survey control.
 EL0040
 EL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0040.See file dsdata.pdf to determine how the superseded data were derived.
 EL0040
 EL0040_MARKER: DB = BENCH MARK DISK
 EL0040_SETTING: 80 = SET IN A BOULDER
 EL0040_STAMPING: Y 150 1934
 EL0040_MARK LOGO: CGS
 EL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0040+STABILITY: SURFACE MOTION
 EL0040
 EL0040  HISTORY     - Date     Condition        Report By
 EL0040  HISTORY     - 1934     MONUMENTED       CGS
 EL0040  HISTORY     - 1967     MARK NOT FOUND   CGS
 EL0040
 EL0040                          STATION DESCRIPTION
 EL0040
 EL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0040'IN PITTSBURG COUNTY, 3.2 MILES EAST ALONG THE CHICAGO, ROCK
 EL0040'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT STUART, HUGHES
 EL0040'COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 383, 0.1 MILE NORTHWEST
 EL0040'OF A TRESTLE, 49.8 FEET NORTHEAST OF THE TRACK, 1.6 FEET
 EL0040'NORTHEAST OF A FENCE PARALLELING THE TRACK, IN THE TOP OF A
 EL0040'5- BY 8-FOOT SANDSTONE BOULDER, AND 1 FOOT HIGHER THAN THE
 EL0040'GROUND.  A STANDARD DISK, STAMPED Y 150 1934.
 EL0040
 EL0040                          STATION RECOVERY (1967)
 EL0040
 EL0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EL0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0125 ***********************************************************************
 EM0125  DESIGNATION -  Y 151 RESET
 EM0125  PID         -  EM0125
 EM0125  STATE/COUNTY-  OK/TILLMAN
 EM0125  COUNTRY     -  US
 EM0125  USGS QUAD   -  CHATTANOOGA SW (2018)
 EM0125
 EM0125                         *CURRENT SURVEY CONTROL
 EM0125  ______________________________________________________________________
 EM0125* NAD 83(1986) POSITION- 34 19 59.     (N) 098 40 44.     (W)   SCALED
 EM0125* NAVD 88 ORTHO HEIGHT -   330.45  (meters)     1084.2   (feet) RESET
 EM0125  ______________________________________________________________________
 EM0125  GEOID HEIGHT    -        -26.862 (meters)                     GEOID18
 EM0125  VERT ORDER      -  THIRD
 EM0125
 EM0125.The horizontal coordinates were scaled from a map and have
 EM0125.an estimated accuracy of +/- 6 seconds.
 EM0125
 EM0125.The orthometric height was computed from unverified reset data.
 EM0125
 EM0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0125.GEOID18 height accuracy estimate available here.
 EM0125
 EM0125.Click photographs - Photos may exist for this station.
 EM0125
 EM0125;                    North         East    Units  Estimated Accuracy
 EM0125;SPC OK S     -   111,100.      537,530.      MT  (+/- 180 meters Scaled)
 EM0125
 EM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC295991(NAD 83)
 EM0125
 EM0125                          SUPERSEDED SURVEY CONTROL
 EM0125
 EM0125.No superseded survey control is available for this station.
 EM0125
 EM0125_MARKER: DB = BENCH MARK DISK
 EM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0125_STAMPING: Y 151 RESET 1938
 EM0125_MARK LOGO: CGS
 EM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0125+STABILITY: SURFACE MOTION
 EM0125
 EM0125  HISTORY     - Date     Condition        Report By
 EM0125  HISTORY     - 1938     MONUMENTED       OKDH
 EM0125  HISTORY     - 1963     GOOD             CGS
 EM0125
 EM0125                          STATION DESCRIPTION
 EM0125
 EM0125'DESCRIBED BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1938
 EM0125'7.2 MI N FROM GRANDFIELD.
 EM0125'ABOUT 7.2 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE
 EM0125'MISSOURI-KANSAS-TEXAS RAILROAD STATION AT GRANDFIELD, TILLMAN COUNTY,
 EM0125'AT A SECTION-LINE ROAD INTERSECTION, 31 FEET SOUTH OF THE CENTER LINE
 EM0125'OF THE ROAD, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 EM0125'5 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED Y 151 RESET
 EM0125'1938 AND SET IN THE TOP OF A CONCRETE POST.
 EM0125
 EM0125                          STATION RECOVERY (1963)
 EM0125
 EM0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0008 ***********************************************************************
 EM0008  DESIGNATION -  Y 152
 EM0008  PID         -  EM0008
 EM0008  STATE/COUNTY-  OK/COMANCHE
 EM0008  COUNTRY     -  US
 EM0008  USGS QUAD   -  FORT SILL (2018)
 EM0008
 EM0008                         *CURRENT SURVEY CONTROL
 EM0008  ______________________________________________________________________
 EM0008* NAD 83(1986) POSITION- 34 42 37.     (N) 098 23 35.     (W)   SCALED
 EM0008* NAVD 88 ORTHO HEIGHT -   343.842 (meters)     1128.09  (feet) ADJUSTED
 EM0008  ______________________________________________________________________
 EM0008  GEOID HEIGHT    -        -25.840 (meters)                     GEOID18
 EM0008  DYNAMIC HEIGHT  -        343.497 (meters)     1126.96  (feet) COMP
 EM0008  MODELED GRAVITY -    979,620.6   (mgal)                       NAVD 88
 EM0008
 EM0008  VERT ORDER      -  SECOND    CLASS 0
 EM0008
 EM0008.The horizontal coordinates were scaled from a map and have
 EM0008.an estimated accuracy of +/- 6 seconds.
 EM0008
 EM0008.The orthometric height was determined by differential leveling and
 EM0008.adjusted by the NATIONAL GEODETIC SURVEY
 EM0008.in June 1991.
 EM0008
 EM0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0008.GEOID18 height accuracy estimate available here.
 EM0008
 EM0008.Click photographs - Photos may exist for this station.
 EM0008
 EM0008.The dynamic height is computed by dividing the NAVD 88
 EM0008.geopotential number by the normal gravity value computed on the
 EM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0008.degrees latitude (g = 980.6199 gals.).
 EM0008
 EM0008.The modeled gravity was interpolated from observed gravity values.
 EM0008
 EM0008;                    North         East    Units  Estimated Accuracy
 EM0008;SPC OK S     -   152,810.      564,000.      MT  (+/- 180 meters Scaled)
 EM0008
 EM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND555410(NAD 83)
 EM0008
 EM0008                          SUPERSEDED SURVEY CONTROL
 EM0008
 EM0008  NGVD 29 (??/??/92)  343.732  (m)         1127.73   (f) ADJ UNCH    2 0
 EM0008
 EM0008.Superseded values are not recommended for survey control.
 EM0008
 EM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0008.See file dsdata.pdf to determine how the superseded data were derived.
 EM0008
 EM0008_MARKER: DB = BENCH MARK DISK
 EM0008_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0008_STAMPING: Y 152 1934
 EM0008_MARK LOGO: CGS
 EM0008_PROJECTION: FLUSH
 EM0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0008
 EM0008  HISTORY     - Date     Condition        Report By
 EM0008  HISTORY     - 1934     MONUMENTED       CGS
 EM0008  HISTORY     - 1963     GOOD             CGS
 EM0008  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0008
 EM0008                          STATION DESCRIPTION
 EM0008
 EM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0008'7.5 MI N FROM LAWTON.
 EM0008'ABOUT 7.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0008'RAILROAD FROM THE STATION AT LAWTON, COMANCHE COUNTY, 3.7 MILES NORTH
 EM0008'OF THE STATION AT FORT SILL, NEAR THE JUNCTION OF US HIGHWAY 62, 277,
 EM0008'281 AND OK STATE 49, AT A ROAD CROSSING, 94.5 FEET EAST OF THE EAST
 EM0008'RAIL, 38.0 FEET NORTH OF THE CENTER OF FIELD ROAD, 6.5 FEET WEST OF
 EM0008'FENCE LINE, 11.0 FEET NORTHWEST OF A POWER POLE, AND 4.0 FEET WEST OF
 EM0008'R.R. TIE SET IN GROUND.  A STANDARD DISK, STAMPED Y 154 1934
 EM0008'AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST FLUSH WITH
 EM0008'SURFACE OF THE GROUND.
 EM0008
 EM0008                          STATION RECOVERY (1987)
 EM0008
 EM0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (WEK)
 EM0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0070 ***********************************************************************
 FK0070  DESIGNATION -  Y 154
 FK0070  PID         -  FK0070
 FK0070  STATE/COUNTY-  OK/CADDO
 FK0070  COUNTRY     -  US
 FK0070  USGS QUAD   -  GEARY SOUTH (2018)
 FK0070
 FK0070                         *CURRENT SURVEY CONTROL
 FK0070  ______________________________________________________________________
 FK0070* NAD 83(1986) POSITION- 35 30 23.     (N) 098 20 40.     (W)   SCALED
 FK0070* NAVD 88 ORTHO HEIGHT -   475.508 (meters)     1560.06  (feet) ADJUSTED
 FK0070  ______________________________________________________________________
 FK0070  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FK0070  DYNAMIC HEIGHT  -        475.038 (meters)     1558.52  (feet) COMP
 FK0070  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 FK0070
 FK0070  VERT ORDER      -  SECOND    CLASS 0
 FK0070
 FK0070.The horizontal coordinates were scaled from a map and have
 FK0070.an estimated accuracy of +/- 6 seconds.
 FK0070
 FK0070.The orthometric height was determined by differential leveling and
 FK0070.adjusted by the NATIONAL GEODETIC SURVEY
 FK0070.in June 1991.
 FK0070
 FK0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0070.GEOID18 height accuracy estimate available here.
 FK0070
 FK0070.Click photographs - Photos may exist for this station.
 FK0070
 FK0070.The dynamic height is computed by dividing the NAVD 88
 FK0070.geopotential number by the normal gravity value computed on the
 FK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0070.degrees latitude (g = 980.6199 gals.).
 FK0070
 FK0070.The modeled gravity was interpolated from observed gravity values.
 FK0070
 FK0070;                    North         East    Units  Estimated Accuracy
 FK0070;SPC OK S     -   241,110.      568,750.      MT  (+/- 180 meters Scaled)
 FK0070
 FK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE594293(NAD 83)
 FK0070
 FK0070                          SUPERSEDED SURVEY CONTROL
 FK0070
 FK0070  NGVD 29 (??/??/92)  475.321  (m)         1559.45   (f) ADJ UNCH    2 0
 FK0070
 FK0070.Superseded values are not recommended for survey control.
 FK0070
 FK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0070.See file dsdata.pdf to determine how the superseded data were derived.
 FK0070
 FK0070_MARKER: DB = BENCH MARK DISK
 FK0070_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FK0070_STAMPING: Y 154 1934
 FK0070_MARK LOGO: CGS
 FK0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0070
 FK0070  HISTORY     - Date     Condition        Report By
 FK0070  HISTORY     - 1934     MONUMENTED       CGS
 FK0070
 FK0070                          STATION DESCRIPTION
 FK0070
 FK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0070'2.3 MI N FROM HINTON.
 FK0070'2.3 MILES NORTH OF, ALONG CRIPRY FROM STATION INSIDE OF LONG
 FK0070'RAILROAD CUT, HAIR PIN CURVE OF CROSS ROAD, 40 FEET SOUTHWEST
 FK0070'OF CENTERLINE OF CROSS SECTION ROAD, 27 FEET WEST OF CENTERLINE
 FK0070'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, WEST OF CATTLE
 FK0070'GUARD, NORTH SIDE OF FENCE, 4 FEET ABOVE TOP OF RAILS.  TABLET
 FK0070'SET IN PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0296 ***********************************************************************
 EL0296  DESIGNATION -  Y 155
 EL0296  PID         -  EL0296
 EL0296  STATE/COUNTY-  OK/GARVIN
 EL0296  COUNTRY     -  US
 EL0296  USGS QUAD   -  HENNEPIN (2018)
 EL0296
 EL0296                         *CURRENT SURVEY CONTROL
 EL0296  ______________________________________________________________________
 EL0296* NAD 83(1986) POSITION- 34 30 29.     (N) 097 20 52.     (W)   SCALED
 EL0296* NAVD 88 ORTHO HEIGHT -   286.722 (meters)      940.69  (feet) ADJUSTED
 EL0296  ______________________________________________________________________
 EL0296  GEOID HEIGHT    -        -25.219 (meters)                     GEOID18
 EL0296  DYNAMIC HEIGHT  -        286.444 (meters)      939.78  (feet) COMP
 EL0296  MODELED GRAVITY -    979,655.8   (mgal)                       NAVD 88
 EL0296
 EL0296  VERT ORDER      -  SECOND    CLASS 0
 EL0296
 EL0296.The horizontal coordinates were scaled from a map and have
 EL0296.an estimated accuracy of +/- 6 seconds.
 EL0296
 EL0296.The orthometric height was determined by differential leveling and
 EL0296.adjusted by the NATIONAL GEODETIC SURVEY
 EL0296.in June 1991.
 EL0296
 EL0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0296.GEOID18 height accuracy estimate available here.
 EL0296
 EL0296.Click photographs - Photos may exist for this station.
 EL0296
 EL0296.The dynamic height is computed by dividing the NAVD 88
 EL0296.geopotential number by the normal gravity value computed on the
 EL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0296.degrees latitude (g = 980.6199 gals.).
 EL0296
 EL0296.The modeled gravity was interpolated from observed gravity values.
 EL0296
 EL0296;                    North         East    Units  Estimated Accuracy
 EL0296;SPC OK S     -   130,500.      659,890.      MT  (+/- 180 meters Scaled)
 EL0296
 EL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD516197(NAD 83)
 EL0296
 EL0296                          SUPERSEDED SURVEY CONTROL
 EL0296
 EL0296  NGVD 29 (??/??/92)  286.647  (m)          940.44   (f) ADJ UNCH    2 0
 EL0296
 EL0296.Superseded values are not recommended for survey control.
 EL0296
 EL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0296.See file dsdata.pdf to determine how the superseded data were derived.
 EL0296
 EL0296_MARKER: DB = BENCH MARK DISK
 EL0296_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0296_STAMPING: Y 155 1934
 EL0296_MARK LOGO: CGS
 EL0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0296
 EL0296  HISTORY     - Date     Condition        Report By
 EL0296  HISTORY     - 1934     MONUMENTED       CGS
 EL0296  HISTORY     - 20210317 MARK NOT FOUND   OKDOT
 EL0296
 EL0296                          STATION DESCRIPTION
 EL0296
 EL0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0296'13.6 MI W FROM DAVIS.
 EL0296'13.6 MILES WEST OF, ALONG ST. HWY. 22, 500 FEET NORTHEAST OF
 EL0296'NORTHEAST CORNER OF HENNEPIN POST OFFICE IN MEEKS GENERAL STORE
 EL0296'BUILDING, 180 FEET SOUTHWEST OF SOUTHWEST CORNER OF SERVICE STATION,
 EL0296'55 FEET EAST OF CENTERLINE OF CROSS ROAD, 51 FEET SOUTH OF
 EL0296'CENTERLINE OF STATE HWY. 22, 24.6 FEET EAST OF NORTHWEST FENCE
 EL0296'CORNER, 16 FEET SOUTHWEST OF PEACH TREE 1 FOOT IN DIAMETER AT
 EL0296'BASE, 2 FEET NORTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST
 EL0296
 EL0296                          STATION RECOVERY (2021)
 EL0296
 EL0296'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (LH)
 EL0296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0178 ***********************************************************************
 EL0178  DESIGNATION -  Y 156
 EL0178  PID         -  EL0178
 EL0178  STATE/COUNTY-  OK/JOHNSTON
 EL0178  COUNTRY     -  US
 EL0178  USGS QUAD   -  TISHOMINGO (2018)
 EL0178
 EL0178                         *CURRENT SURVEY CONTROL
 EL0178  ______________________________________________________________________
 EL0178* NAD 83(1986) POSITION- 34 14 13.     (N) 096 40 42.     (W)   SCALED
 EL0178* NAVD 88 ORTHO HEIGHT -   206.927 (meters)      678.89  (feet) ADJUSTED
 EL0178  ______________________________________________________________________
 EL0178  GEOID HEIGHT    -        -25.718 (meters)                     GEOID18
 EL0178  DYNAMIC HEIGHT  -        206.724 (meters)      678.23  (feet) COMP
 EL0178  MODELED GRAVITY -    979,650.6   (mgal)                       NAVD 88
 EL0178
 EL0178  VERT ORDER      -  SECOND    CLASS 0
 EL0178
 EL0178.The horizontal coordinates were scaled from a map and have
 EL0178.an estimated accuracy of +/- 6 seconds.
 EL0178
 EL0178.The orthometric height was determined by differential leveling and
 EL0178.adjusted by the NATIONAL GEODETIC SURVEY
 EL0178.in June 1991.
 EL0178
 EL0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0178.GEOID18 height accuracy estimate available here.
 EL0178
 EL0178.Click photographs - Photos may exist for this station.
 EL0178
 EL0178.The dynamic height is computed by dividing the NAVD 88
 EL0178.geopotential number by the normal gravity value computed on the
 EL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0178.degrees latitude (g = 980.6199 gals.).
 EL0178
 EL0178.The modeled gravity was interpolated from observed gravity values.
 EL0178
 EL0178;                    North         East    Units  Estimated Accuracy
 EL0178;SPC OK S     -   101,030.      721,750.      MT  (+/- 180 meters Scaled)
 EL0178
 EL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC138908(NAD 83)
 EL0178
 EL0178                          SUPERSEDED SURVEY CONTROL
 EL0178
 EL0178  NGVD 29 (??/??/92)  206.884  (m)          678.75   (f) ADJ UNCH    2 0
 EL0178
 EL0178.Superseded values are not recommended for survey control.
 EL0178
 EL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0178.See file dsdata.pdf to determine how the superseded data were derived.
 EL0178
 EL0178_MARKER: DB = BENCH MARK DISK
 EL0178_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0178_STAMPING: Y 156 1934
 EL0178_MARK LOGO: CGS
 EL0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0178
 EL0178  HISTORY     - Date     Condition        Report By
 EL0178  HISTORY     - 1934     MONUMENTED       CGS
 EL0178  HISTORY     - 1934     MARK NOT FOUND   CGS
 EL0178
 EL0178                          STATION DESCRIPTION
 EL0178
 EL0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0178'IN TISHOMINGO.
 EL0178'IN THE TOWN OF, TISHOMINGO, 122.2 FEET WEST OF WESTEND OF CHICAGO,
 EL0178'ROCK ISLAND AND PACIFIC DEPOT--86.7 FEET SOUTHWEST OF FIRST
 EL0178'TELEGRAPH POLE WEST OF M.P. 83-10, 23 FEET SOUTH OF CENTERLINE OF
 EL0178'C.R.I. AND P.R. MAIN LINE TRACK, 1.8 FEET NORTHEAST OF SOUTHWEST
 EL0178'CORNER OF STATION PLATFORM FENCE.  TABLE SET IN PRECAST CONCRETE
 EL0178'POST
 EL0178
 EL0178                          STATION RECOVERY (1934)
 EL0178
 EL0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0178'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0014 ***********************************************************************
 EL0014  DESIGNATION -  Y 157
 EL0014  PID         -  EL0014
 EL0014  STATE/COUNTY-  OK/COAL
 EL0014  COUNTRY     -  US
 EL0014  USGS QUAD   -  COALGATE (2018)
 EL0014
 EL0014                         *CURRENT SURVEY CONTROL
 EL0014  ______________________________________________________________________
 EL0014* NAD 83(1986) POSITION- 34 32 32.     (N) 096 13 16.     (W)   SCALED
 EL0014* NAVD 88 ORTHO HEIGHT -   187.217 (meters)      614.23  (feet) ADJUSTED
 EL0014  ______________________________________________________________________
 EL0014  GEOID HEIGHT    -        -27.882 (meters)                     GEOID18
 EL0014  DYNAMIC HEIGHT  -        187.028 (meters)      613.61  (feet) COMP
 EL0014  MODELED GRAVITY -    979,627.2   (mgal)                       NAVD 88
 EL0014
 EL0014  VERT ORDER      -  SECOND    CLASS 0
 EL0014
 EL0014.The horizontal coordinates were scaled from a map and have
 EL0014.an estimated accuracy of +/- 6 seconds.
 EL0014
 EL0014.The orthometric height was determined by differential leveling and
 EL0014.adjusted by the NATIONAL GEODETIC SURVEY
 EL0014.in June 1991.
 EL0014
 EL0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0014.GEOID18 height accuracy estimate available here.
 EL0014
 EL0014.Click photographs - Photos may exist for this station.
 EL0014
 EL0014.The dynamic height is computed by dividing the NAVD 88
 EL0014.geopotential number by the normal gravity value computed on the
 EL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0014.degrees latitude (g = 980.6199 gals.).
 EL0014
 EL0014.The modeled gravity was interpolated from observed gravity values.
 EL0014
 EL0014;                    North         East    Units  Estimated Accuracy
 EL0014;SPC OK S     -   135,530.      763,270.      MT  (+/- 180 meters Scaled)
 EL0014
 EL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD550257(NAD 83)
 EL0014
 EL0014                          SUPERSEDED SURVEY CONTROL
 EL0014
 EL0014  NGVD 29 (??/??/92)  187.143  (m)          613.99   (f) ADJ UNCH    2 0
 EL0014
 EL0014.Superseded values are not recommended for survey control.
 EL0014
 EL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0014.See file dsdata.pdf to determine how the superseded data were derived.
 EL0014
 EL0014_MARKER: DB = BENCH MARK DISK
 EL0014_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0014_STAMPING: Y 157 1934
 EL0014_MARK LOGO: CGS
 EL0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0014
 EL0014  HISTORY     - Date     Condition        Report By
 EL0014  HISTORY     - 1934     MONUMENTED       CGS
 EL0014
 EL0014                          STATION DESCRIPTION
 EL0014
 EL0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0014'AT COALGATE.
 EL0014'AT COALGATE, COAL COUNTY, 69.5 FEET SOUTH OF THE SOUTH END OF
 EL0014'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, AT A ROAD
 EL0014'CROSSING, 47.8 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39 FEET
 EL0014'WEST OF THE CENTER LINE OF A SIDETRACK EAST OF THE STATION,
 EL0014'21.7 FEET NORTHEAST OF A WATER HYDRANT, AT THE SOUTHEAST CORNER
 EL0014'OF THE STATION PLATFORM, AND 20.6 FEET EAST OF THE CENTER LINE
 EL0014'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Y 157 1934 AND SET
 EL0014'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0023 ***********************************************************************
 EL0023  DESIGNATION -  Y 158
 EL0023  PID         -  EL0023
 EL0023  STATE/COUNTY-  OK/ATOKA
 EL0023  COUNTRY     -  US
 EL0023  USGS QUAD   -  WARDVILLE (2019)
 EL0023
 EL0023                         *CURRENT SURVEY CONTROL
 EL0023  ______________________________________________________________________
 EL0023* NAD 83(1986) POSITION- 34 37 34.89   (N) 096 04 44.08   (W)   HD_HELD1
 EL0023* NAVD 88 ORTHO HEIGHT -   201.691 (meters)      661.71  (feet) ADJUSTED
 EL0023  ______________________________________________________________________
 EL0023  GEOID HEIGHT    -        -28.657 (meters)                     GEOID18
 EL0023  DYNAMIC HEIGHT  -        201.486 (meters)      661.04  (feet) COMP
 EL0023  MODELED GRAVITY -    979,618.6   (mgal)                       NAVD 88
 EL0023
 EL0023  VERT ORDER      -  SECOND    CLASS 0
 EL0023
 EL0023.The horizontal coordinates were determined by differentially corrected
 EL0023.hand held GPS observations or other comparable positioning techniques
 EL0023.and have an estimated accuracy of +/- 3 meters.
 EL0023
 EL0023.The orthometric height was determined by differential leveling and
 EL0023.adjusted by the NATIONAL GEODETIC SURVEY
 EL0023.in June 1991.
 EL0023
 EL0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0023.GEOID18 height accuracy estimate available here.
 EL0023
 EL0023.Click photographs - Photos may exist for this station.
 EL0023
 EL0023.The dynamic height is computed by dividing the NAVD 88
 EL0023.geopotential number by the normal gravity value computed on the
 EL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0023.degrees latitude (g = 980.6199 gals.).
 EL0023
 EL0023.The modeled gravity was interpolated from observed gravity values.
 EL0023
 EL0023;                    North         East    Units  Estimated Accuracy
 EL0023;SPC OK S     -   145,102.9     776,144.3     MT  (+/- 3 meters HH1 GPS) 
 EL0023
 EL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD6780135489(NAD 83)
 EL0023
 EL0023                          SUPERSEDED SURVEY CONTROL
 EL0023
 EL0023  NGVD 29 (??/??/92)  201.603  (m)          661.43   (f) ADJ UNCH    2 0
 EL0023
 EL0023.Superseded values are not recommended for survey control.
 EL0023
 EL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0023.See file dsdata.pdf to determine how the superseded data were derived.
 EL0023
 EL0023_MARKER: DB = BENCH MARK DISK
 EL0023_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0023_STAMPING: Y 158 1934
 EL0023_MARK LOGO: CGS
 EL0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0023
 EL0023  HISTORY     - Date     Condition        Report By
 EL0023  HISTORY     - 1934     MONUMENTED       CGS
 EL0023
 EL0023                          STATION DESCRIPTION
 EL0023
 EL0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0023'3.3 MI SW FROM WARDVILLE.
 EL0023'ABOUT 3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0023'PACIFIC RAILWAY FROM THE STATION AT WARDVILLE, ATOKA COUNTY,
 EL0023'78 FEET SOUTHEAST OF MILEPOST 33, 43 FEET EAST OF THE SOUTHEAST
 EL0023'END OF A SMALL SANDSTONE CULVERT, 54.8 FEET SOUTHWEST OF A POLE,
 EL0023'47 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 22 FEET
 EL0023'NORTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 EL0023'AND 2.4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 EL0023'DISK, STAMPED Y 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0438 ***********************************************************************
 EK0438  DESIGNATION -  Y 159
 EK0438  PID         -  EK0438
 EK0438  STATE/COUNTY-  OK/PITTSBURG
 EK0438  COUNTRY     -  US
 EK0438  USGS QUAD   -  HARTSHORNE (2018)
 EK0438
 EK0438                         *CURRENT SURVEY CONTROL
 EK0438  ______________________________________________________________________
 EK0438* NAD 83(1986) POSITION- 34 50 59.     (N) 095 31 16.     (W)   SCALED
 EK0438* NAVD 88 ORTHO HEIGHT -   210.975 (meters)      692.17  (feet) ADJUSTED
 EK0438  ______________________________________________________________________
 EK0438  GEOID HEIGHT    -        -30.819 (meters)                     GEOID18
 EK0438  DYNAMIC HEIGHT  -        210.758 (meters)      691.46  (feet) COMP
 EK0438  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 EK0438
 EK0438  VERT ORDER      -  SECOND    CLASS 0
 EK0438
 EK0438.The horizontal coordinates were scaled from a map and have
 EK0438.an estimated accuracy of +/- 6 seconds.
 EK0438
 EK0438.The orthometric height was determined by differential leveling and
 EK0438.adjusted by the NATIONAL GEODETIC SURVEY
 EK0438.in June 1991.
 EK0438
 EK0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0438.GEOID18 height accuracy estimate available here.
 EK0438
 EK0438.Click photographs - Photos may exist for this station.
 EK0438
 EK0438.The dynamic height is computed by dividing the NAVD 88
 EK0438.geopotential number by the normal gravity value computed on the
 EK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0438.degrees latitude (g = 980.6199 gals.).
 EK0438
 EK0438.The modeled gravity was interpolated from observed gravity values.
 EK0438
 EK0438;                    North         East    Units  Estimated Accuracy
 EK0438;SPC OK S     -   170,990.      826,670.      MT  (+/- 180 meters Scaled)
 EK0438
 EK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU694592(NAD 83)
 EK0438
 EK0438                          SUPERSEDED SURVEY CONTROL
 EK0438
 EK0438  NGVD 29 (??/??/92)  210.862  (m)          691.80   (f) ADJ UNCH    2 0
 EK0438
 EK0438.Superseded values are not recommended for survey control.
 EK0438
 EK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0438.See file dsdata.pdf to determine how the superseded data were derived.
 EK0438
 EK0438_MARKER: DB = BENCH MARK DISK
 EK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0438_STAMPING: Y 159 1934
 EK0438_MARK LOGO: CGS
 EK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0438+STABILITY: SURFACE MOTION
 EK0438
 EK0438  HISTORY     - Date     Condition        Report By
 EK0438  HISTORY     - 1934     MONUMENTED       CGS
 EK0438
 EK0438                          STATION DESCRIPTION
 EK0438
 EK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0438'AT GOWEN.
 EK0438'AT GOWEN, LATIMER COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0438'RAILWAY, ON THE OUTSIDE OF AND SOUTHEAST OF A CURVE OF U.S.
 EK0438'HIGHWAY 270, AT A SIDE ROAD CROSSING, 24 FEET WEST OF THE CENTER
 EK0438'LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE MAIN
 EK0438'TRACK, AND 2 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 EK0438'DISK, STAMPED Y 159 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0163 ***********************************************************************
 GG0163  DESIGNATION -  Y 162
 GG0163  PID         -  GG0163
 GG0163  STATE/COUNTY-  OK/ADAIR
 GG0163  COUNTRY     -  US
 GG0163  USGS QUAD   -  KANSAS (2019)
 GG0163
 GG0163                         *CURRENT SURVEY CONTROL
 GG0163  ______________________________________________________________________
 GG0163* NAD 83(1986) POSITION- 36 09 11.     (N) 094 46 52.     (W)   SCALED
 GG0163* NAVD 88 ORTHO HEIGHT -   282.340 (meters)      926.31  (feet) ADJUSTED
 GG0163  ______________________________________________________________________
 GG0163  GEOID HEIGHT    -        -28.623 (meters)                     GEOID18
 GG0163  DYNAMIC HEIGHT  -        282.092 (meters)      925.50  (feet) COMP
 GG0163  MODELED GRAVITY -    979,745.5   (mgal)                       NAVD 88
 GG0163
 GG0163  VERT ORDER      -  SECOND    CLASS 0
 GG0163
 GG0163.The horizontal coordinates were scaled from a map and have
 GG0163.an estimated accuracy of +/- 6 seconds.
 GG0163
 GG0163.The orthometric height was determined by differential leveling and
 GG0163.adjusted by the NATIONAL GEODETIC SURVEY
 GG0163.in June 1991.
 GG0163
 GG0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0163.GEOID18 height accuracy estimate available here.
 GG0163
 GG0163.Click photographs - Photos may exist for this station.
 GG0163
 GG0163.The dynamic height is computed by dividing the NAVD 88
 GG0163.geopotential number by the normal gravity value computed on the
 GG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0163.degrees latitude (g = 980.6199 gals.).
 GG0163
 GG0163.The modeled gravity was interpolated from observed gravity values.
 GG0163
 GG0163;                    North         East    Units  Estimated Accuracy
 GG0163;SPC OK N     -   132,740.      889,600.      MT  (+/- 180 meters Scaled)
 GG0163
 GG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA397023(NAD 83)
 GG0163
 GG0163                          SUPERSEDED SURVEY CONTROL
 GG0163
 GG0163  NGVD 29 (??/??/92)  282.202  (m)          925.86   (f) ADJ UNCH    2 0
 GG0163
 GG0163.Superseded values are not recommended for survey control.
 GG0163
 GG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0163.See file dsdata.pdf to determine how the superseded data were derived.
 GG0163
 GG0163_MARKER: DB = BENCH MARK DISK
 GG0163_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0163_STAMPING: Y 162 1934
 GG0163_MARK LOGO: CGS
 GG0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0163
 GG0163  HISTORY     - Date     Condition        Report By
 GG0163  HISTORY     - 1934     MONUMENTED       CGS
 GG0163  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0163
 GG0163                          STATION DESCRIPTION
 GG0163
 GG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0163'7.4 MI N FROM SCRAPER.
 GG0163'7.4 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 GG0163'SCRAPER, CHEROKEE COUNTY, 0.7 MILE SOUTHEAST OF THE CROSSING OF
 GG0163'THE DELAWARE-CHEROKEE COUNTY LINE, 0.3 MILE NORTH OF A WOODEN
 GG0163'BRIDGE, AT THE BASE OF A HILL, 450 FEET EAST OF A 30-FOOT SHALE
 GG0163'BLUFF, 60 FEET SOUTHEAST OF THE EAST END OF A CULVERT UNDER
 GG0163'THE HIGHWAY, AND 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 GG0163'A STANDARD DISK, STAMPED Y 162 1934 AND SET IN THE TOP OF A
 GG0163'CONCRETE POST.  NOTE-- THE CULVERT HAS BEEN REMOVED AND IT WAS
 GG0163'DIFFICULT TO DETERMINE ITS DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0262 ***********************************************************************
 GG0262  DESIGNATION -  Y 163
 GG0262  PID         -  GG0262
 GG0262  STATE/COUNTY-  OK/OTTAWA
 GG0262  COUNTRY     -  US
 GG0262  USGS QUAD   -  MIAMI SE (2018)
 GG0262
 GG0262                         *CURRENT SURVEY CONTROL
 GG0262  ______________________________________________________________________
 GG0262* NAD 83(1986) POSITION- 36 46 49.     (N) 094 47 28.     (W)   SCALED
 GG0262* NAVD 88 ORTHO HEIGHT -   226.210 (meters)      742.16  (feet) ADJUSTED
 GG0262  ______________________________________________________________________
 GG0262  GEOID HEIGHT    -        -29.206 (meters)                     GEOID18
 GG0262  DYNAMIC HEIGHT  -        226.025 (meters)      741.55  (feet) COMP
 GG0262  MODELED GRAVITY -    979,807.8   (mgal)                       NAVD 88
 GG0262
 GG0262  VERT ORDER      -  SECOND    CLASS 0
 GG0262
 GG0262.The horizontal coordinates were scaled from a map and have
 GG0262.an estimated accuracy of +/- 6 seconds.
 GG0262
 GG0262.The orthometric height was determined by differential leveling and
 GG0262.adjusted by the NATIONAL GEODETIC SURVEY
 GG0262.in June 1991.
 GG0262
 GG0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0262.GEOID18 height accuracy estimate available here.
 GG0262
 GG0262.Click photographs - Photos may exist for this station.
 GG0262
 GG0262.The dynamic height is computed by dividing the NAVD 88
 GG0262.geopotential number by the normal gravity value computed on the
 GG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0262.degrees latitude (g = 980.6199 gals.).
 GG0262
 GG0262.The modeled gravity was interpolated from observed gravity values.
 GG0262
 GG0262;                    North         East    Units  Estimated Accuracy
 GG0262;SPC OK N     -   202,270.      886,400.      MT  (+/- 180 meters Scaled)
 GG0262
 GG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA401719(NAD 83)
 GG0262
 GG0262                          SUPERSEDED SURVEY CONTROL
 GG0262
 GG0262  NGVD 29 (??/??/92)  226.111  (m)          741.83   (f) ADJ UNCH    2 0
 GG0262
 GG0262.Superseded values are not recommended for survey control.
 GG0262
 GG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0262.See file dsdata.pdf to determine how the superseded data were derived.
 GG0262
 GG0262_MARKER: DB = BENCH MARK DISK
 GG0262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0262_STAMPING: Y 163 1934
 GG0262_MARK LOGO: CGS
 GG0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0262+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2024
 GG0262
 GG0262  HISTORY     - Date     Condition        Report By
 GG0262  HISTORY     - 1934     MONUMENTED       CGS
 GG0262  HISTORY     - 20240822 GOOD             OKDOT
 GG0262
 GG0262                          STATION DESCRIPTION
 GG0262
 GG0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0262'3.5 MI SW FROM WYANDOTTE.
 GG0262'ABOUT 1500 FEET SOUTHWEST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD
 GG0262'CROSSING, 98 FEET SOUTHEAST OF CENTERLINE OF ST. LOUIS AND SAN
 GG0262'FRANCISCO RY., 38.4 FEET SOUTHEAST OF M.P. 336-20, 16 FEET
 GG0262'SOUTHWEST OF TELEPHONE POLE 12863.  TABLET SET IN PRECAST
 GG0262'CONCRETE POST.
 GG0262
 GG0262                          STATION RECOVERY (2024)
 GG0262
 GG0262'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (SH)
 GG0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0263 ***********************************************************************
 GG0263  DESIGNATION -  Y 163 RESET
 GG0263  PID         -  GG0263
 GG0263  STATE/COUNTY-  OK/OTTAWA
 GG0263  COUNTRY     -  US
 GG0263  USGS QUAD   -  MIAMI SE (2018)
 GG0263
 GG0263                         *CURRENT SURVEY CONTROL
 GG0263  ______________________________________________________________________
 GG0263* NAD 83(1986) POSITION- 36 46 50.06   (N) 094 47 28.21   (W)   HD_HELD1
 GG0263* NAVD 88 ORTHO HEIGHT -   230.62  (+/-2cm)      756.6   (feet) VERTCON3
 GG0263  ______________________________________________________________________
 GG0263  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 GG0263  VERT ORDER      -  THIRD (See Below)
 GG0263
 GG0263.The horizontal coordinates were determined by differentially corrected
 GG0263.hand held GPS observations or other comparable positioning techniques
 GG0263.and have an estimated accuracy of +/- 3 meters.
 GG0263
 GG0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0263
 GG0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0263.GEOID18 height accuracy estimate available here.
 GG0263
 GG0263.The vertical order pertains to the NGVD 29 superseded value.
 GG0263
 GG0263.Click photographs - Photos may exist for this station.
 GG0263
 GG0263;                    North         East    Units  Estimated Accuracy
 GG0263;SPC OK N     -   202,299.5     886,390.6     MT  (+/- 3 meters HH1 GPS) 
 GG0263
 GG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4016472027(NAD 83)
 GG0263
 GG0263                          SUPERSEDED SURVEY CONTROL
 GG0263
 GG0263  NGVD 29 (??/??/??)  230.52   (m)          756.3    (f) RESET       3  
 GG0263
 GG0263.Superseded values are not recommended for survey control.
 GG0263
 GG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0263.See file dsdata.pdf to determine how the superseded data were derived.
 GG0263
 GG0263_MARKER: DB = BENCH MARK DISK
 GG0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0263_SP_SET: CULVERT HEADWALL
 GG0263_STAMPING: Y 163 RESET 1939
 GG0263_MARK LOGO: CGS
 GG0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0263+STABILITY: SURFACE MOTION
 GG0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0263+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2024
 GG0263
 GG0263  HISTORY     - Date     Condition        Report By
 GG0263  HISTORY     - 1939     MONUMENTED       LOCENG
 GG0263  HISTORY     - 1989     GOOD             USPSQD
 GG0263  HISTORY     - 20090315 GOOD             GEOCAC
 GG0263  HISTORY     - 20240822 GOOD             OKDOT
 GG0263
 GG0263                          STATION DESCRIPTION
 GG0263
 GG0263'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 GG0263'4 MI W FROM WYANDOTTE.
 GG0263'4 MILES WEST ALONG THE RELOCATED ST. LOUIS-SAN FRANCISCO
 GG0263'RAILWAY FROM THE STATION AT WYANDOTTE, OTTAWA COUNTY, AT STATION
 GG0263'17795, AT A 12-BY-8-FOOT CONCRETE CULVERT, AND IN THE NORTHEAST
 GG0263'CORNER OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED Y 163
 GG0263'RESET 1939.
 GG0263
 GG0263                          STATION RECOVERY (1989)
 GG0263
 GG0263'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0263'RECOVERED IN GOOD CONDITION.
 GG0263
 GG0263                          STATION RECOVERY (2009)
 GG0263
 GG0263'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0263'RECOVERED IN GOOD CONDITION.
 GG0263
 GG0263                          STATION RECOVERY (2024)
 GG0263
 GG0263'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (SH)
 GG0263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0425 ***********************************************************************
 FH0425  DESIGNATION -  Y 164
 FH0425  PID         -  FH0425
 FH0425  STATE/COUNTY-  OK/CHEROKEE
 FH0425  COUNTRY     -  US
 FH0425  USGS QUAD   -  PROCTOR (2019)
 FH0425
 FH0425                         *CURRENT SURVEY CONTROL
 FH0425  ______________________________________________________________________
 FH0425* NAD 83(1986) POSITION- 35 56 34.     (N) 094 49 32.     (W)   SCALED
 FH0425* NAVD 88 ORTHO HEIGHT -   227.891 (meters)      747.67  (feet) ADJUSTED
 FH0425  ______________________________________________________________________
 FH0425  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 FH0425  DYNAMIC HEIGHT  -        227.686 (meters)      747.00  (feet) COMP
 FH0425  MODELED GRAVITY -    979,728.8   (mgal)                       NAVD 88
 FH0425
 FH0425  VERT ORDER      -  SECOND    CLASS 0
 FH0425
 FH0425.The horizontal coordinates were scaled from a map and have
 FH0425.an estimated accuracy of +/- 6 seconds.
 FH0425
 FH0425.The orthometric height was determined by differential leveling and
 FH0425.adjusted by the NATIONAL GEODETIC SURVEY
 FH0425.in June 1991.
 FH0425
 FH0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0425.GEOID18 height accuracy estimate available here.
 FH0425
 FH0425.Click photographs - Photos may exist for this station.
 FH0425
 FH0425.The dynamic height is computed by dividing the NAVD 88
 FH0425.geopotential number by the normal gravity value computed on the
 FH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0425.degrees latitude (g = 980.6199 gals.).
 FH0425
 FH0425.The modeled gravity was interpolated from observed gravity values.
 FH0425
 FH0425;                    North         East    Units  Estimated Accuracy
 FH0425;SPC OK N     -   109,290.      886,360.      MT  (+/- 180 meters Scaled)
 FH0425
 FH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV353791(NAD 83)
 FH0425
 FH0425                          SUPERSEDED SURVEY CONTROL
 FH0425
 FH0425  NGVD 29 (??/??/92)  227.749  (m)          747.21   (f) ADJ UNCH    2 0
 FH0425
 FH0425.Superseded values are not recommended for survey control.
 FH0425
 FH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0425.See file dsdata.pdf to determine how the superseded data were derived.
 FH0425
 FH0425_MARKER: DB = BENCH MARK DISK
 FH0425_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0425_STAMPING: X 164 1934
 FH0425_MARK LOGO: CGS
 FH0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0425
 FH0425  HISTORY     - Date     Condition        Report By
 FH0425  HISTORY     - 1934     MONUMENTED       CGS
 FH0425  HISTORY     - 1972     MARK NOT FOUND   NGS
 FH0425
 FH0425                          STATION DESCRIPTION
 FH0425
 FH0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0425'3.7 MI SW FROM PROCTOR.
 FH0425'3.7 MILES SOUTHWEST OF, ALONG S.L. AND S.F. RY. FROM STATION, ABOUT
 FH0425'180 FEET NORTHEAST OF M.P. 403-20, ABOUT 100 FEET NORTHEAST OF
 FH0425'CENTER OF WAGON GATE, 48.3 FEET NORTHWEST OF CENTERLINE OF ST.
 FH0425'LOUIS AND SAN FRANCISCO RY., 10.3 FEET NORTHWEST OF TELEGRAPH POLE,
 FH0425'1.7 FEET SOUTHEAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 FH0425'POST.
 FH0425
 FH0425                          STATION RECOVERY (1972)
 FH0425
 FH0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FH0425'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0297 ***********************************************************************
 EK0297  DESIGNATION -  Y 165
 EK0297  PID         -  EK0297
 EK0297  STATE/COUNTY-  OK/MCCURTAIN
 EK0297  COUNTRY     -  US
 EK0297  USGS QUAD   -  BROKEN BOW (2018)
 EK0297
 EK0297                         *CURRENT SURVEY CONTROL
 EK0297  ______________________________________________________________________
 EK0297* NAD 83(1986) POSITION- 34 06 35.29   (N) 094 44 22.65   (W)   HD_HELD1
 EK0297* NAVD 88 ORTHO HEIGHT -   185.392 (meters)      608.24  (feet) ADJUSTED
 EK0297  ______________________________________________________________________
 EK0297  GEOID HEIGHT    -        -28.527 (meters)                     GEOID18
 EK0297  DYNAMIC HEIGHT  -        185.203 (meters)      607.62  (feet) COMP
 EK0297  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 EK0297
 EK0297  VERT ORDER      -  SECOND    CLASS 0
 EK0297
 EK0297.The horizontal coordinates were determined by differentially corrected
 EK0297.hand held GPS observations or other comparable positioning techniques
 EK0297.and have an estimated accuracy of +/- 3 meters.
 EK0297
 EK0297.The orthometric height was determined by differential leveling and
 EK0297.adjusted by the NATIONAL GEODETIC SURVEY
 EK0297.in June 1991.
 EK0297
 EK0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0297.GEOID18 height accuracy estimate available here.
 EK0297
 EK0297.Click photographs - Photos may exist for this station.
 EK0297
 EK0297.The dynamic height is computed by dividing the NAVD 88
 EK0297.geopotential number by the normal gravity value computed on the
 EK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0297.degrees latitude (g = 980.6199 gals.).
 EK0297
 EK0297.The modeled gravity was interpolated from observed gravity values.
 EK0297
 EK0297;                    North         East    Units  Estimated Accuracy
 EK0297;SPC OK S     -    90,986.4     900,759.6     MT  (+/- 3 meters HH1 GPS) 
 EK0297
 EK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3954775697(NAD 83)
 EK0297
 EK0297                          SUPERSEDED SURVEY CONTROL
 EK0297
 EK0297  NGVD 29 (??/??/92)  185.364  (m)          608.15   (f) ADJ UNCH    2 0
 EK0297
 EK0297.Superseded values are not recommended for survey control.
 EK0297
 EK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0297.See file dsdata.pdf to determine how the superseded data were derived.
 EK0297
 EK0297_MARKER: DB = BENCH MARK DISK
 EK0297_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0297_STAMPING: Y 165 1934
 EK0297_MARK LOGO: CGS
 EK0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0297
 EK0297  HISTORY     - Date     Condition        Report By
 EK0297  HISTORY     - 1934     MONUMENTED       CGS
 EK0297
 EK0297                          STATION DESCRIPTION
 EK0297
 EK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0297'6 MI N FROM BROKEN BOW.
 EK0297'6.0 MILES NORTH OF, ALONG ST. HWY 21 ABOUT 0.2 MILE SOUTH OF
 EK0297'DR. C.M. TRACYS IX RANCH, ABOUT 200 FEET NORTH OF CONCRETE
 EK0297'HIGHWAY CULVERT, 84 FEET SOUTH OF TELEPHONE POLE, 33.2 FEET WEST
 EK0297'OF CENTERLINE OF ST. HWY. 21, 6.4 FEET WEST OF SOUTHEAST FENCE
 EK0297'CORNER, 2.2 FEET SOUTH OF FENCE.  TABLET SET IN PRECAST CONCRETE
 EK0297'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0198 ***********************************************************************
 FK0198  DESIGNATION -  Y 169
 FK0198  PID         -  FK0198
 FK0198  STATE/COUNTY-  OK/CUSTER
 FK0198  COUNTRY     -  US
 FK0198  USGS QUAD   -  INDIANAPOLIS (2018)
 FK0198
 FK0198                         *CURRENT SURVEY CONTROL
 FK0198  ______________________________________________________________________
 FK0198* NAD 83(1986) POSITION- 35 33 11.     (N) 098 51 34.     (W)   SCALED
 FK0198* NAVD 88 ORTHO HEIGHT -   507.343 (meters)     1664.51  (feet) ADJUSTED
 FK0198  ______________________________________________________________________
 FK0198  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 FK0198  DYNAMIC HEIGHT  -        506.838 (meters)     1662.85  (feet) COMP
 FK0198  MODELED GRAVITY -    979,622.2   (mgal)                       NAVD 88
 FK0198
 FK0198  VERT ORDER      -  FIRST     CLASS II
 FK0198
 FK0198.The horizontal coordinates were scaled from a map and have
 FK0198.an estimated accuracy of +/- 6 seconds.
 FK0198
 FK0198.The orthometric height was determined by differential leveling and
 FK0198.adjusted by the NATIONAL GEODETIC SURVEY
 FK0198.in June 1991.
 FK0198
 FK0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0198.GEOID18 height accuracy estimate available here.
 FK0198
 FK0198.Click photographs - Photos may exist for this station.
 FK0198
 FK0198.The dynamic height is computed by dividing the NAVD 88
 FK0198.geopotential number by the normal gravity value computed on the
 FK0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0198.degrees latitude (g = 980.6199 gals.).
 FK0198
 FK0198.The modeled gravity was interpolated from observed gravity values.
 FK0198
 FK0198;                    North         East    Units  Estimated Accuracy
 FK0198;SPC OK N     -    61,710.      522,080.      MT  (+/- 180 meters Scaled)
 FK0198
 FK0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE127343(NAD 83)
 FK0198
 FK0198                          SUPERSEDED SURVEY CONTROL
 FK0198
 FK0198  NGVD 29 (??/??/92)  507.138  (m)         1663.84   (f) ADJ UNCH    1 2
 FK0198
 FK0198.Superseded values are not recommended for survey control.
 FK0198
 FK0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0198.See file dsdata.pdf to determine how the superseded data were derived.
 FK0198
 FK0198_MARKER: DB = BENCH MARK DISK
 FK0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0198_STAMPING: Y 169 1953
 FK0198_MARK LOGO: CGS
 FK0198_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0198+STABILITY: SURFACE MOTION
 FK0198
 FK0198  HISTORY     - Date     Condition        Report By
 FK0198  HISTORY     - 1953     MONUMENTED       CGS
 FK0198  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0198
 FK0198                          STATION DESCRIPTION
 FK0198
 FK0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0198'10 MI W FROM WEATHERFORD.
 FK0198'10.05 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0198'RAILROAD FROM THE STATION AT WEATHERFORD, 4 POLES NORTHEAST
 FK0198'OF THE STATION SIGN AT INDIANAPOLIS, 21 FEET SOUTHWEST OF
 FK0198'MILEPOST 573, 91 FEET NORTHWEST OF THE NORTHWEST RAIL, 58
 FK0198'FEET SOUTHEAST OF A FENCE, 2.6 FEET NORTHEAST OF A WITNESS
 FK0198'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FK0198'ABOVE THE GROUND.
 FK0198
 FK0198                          STATION RECOVERY (1981)
 FK0198
 FK0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0407 ***********************************************************************
 GG0407  DESIGNATION -  Y 17
 GG0407  PID         -  GG0407
 GG0407  STATE/COUNTY-  OK/ROGERS
 GG0407  COUNTRY     -  US
 GG0407  USGS QUAD   -  CATOOSA (2019)
 GG0407
 GG0407                         *CURRENT SURVEY CONTROL
 GG0407  ______________________________________________________________________
 GG0407* NAD 83(1986) POSITION- 36 12 49.     (N) 095 43 36.     (W)   SCALED
 GG0407* NAVD 88 ORTHO HEIGHT -   174.582 (meters)      572.77  (feet) ADJUSTED
 GG0407  ______________________________________________________________________
 GG0407  GEOID HEIGHT    -        -29.170 (meters)                     GEOID18
 GG0407  DYNAMIC HEIGHT  -        174.431 (meters)      572.28  (feet) COMP
 GG0407  MODELED GRAVITY -    979,761.8   (mgal)                       NAVD 88
 GG0407
 GG0407  VERT ORDER      -  FIRST     CLASS II
 GG0407
 GG0407.The horizontal coordinates were scaled from a map and have
 GG0407.an estimated accuracy of +/- 6 seconds.
 GG0407
 GG0407.The orthometric height was determined by differential leveling and
 GG0407.adjusted by the NATIONAL GEODETIC SURVEY
 GG0407.in June 1991.
 GG0407
 GG0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0407.GEOID18 height accuracy estimate available here.
 GG0407
 GG0407.Click photographs - Photos may exist for this station.
 GG0407
 GG0407.The dynamic height is computed by dividing the NAVD 88
 GG0407.geopotential number by the normal gravity value computed on the
 GG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0407.degrees latitude (g = 980.6199 gals.).
 GG0407
 GG0407.The modeled gravity was interpolated from observed gravity values.
 GG0407
 GG0407;                    North         East    Units  Estimated Accuracy
 GG0407;SPC OK N     -   137,050.      804,390.      MT  (+/- 180 meters Scaled)
 GG0407
 GG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA548110(NAD 83)
 GG0407
 GG0407                          SUPERSEDED SURVEY CONTROL
 GG0407
 GG0407  NGVD 29 (??/??/92)  174.468  (m)          572.40   (f) ADJ UNCH    1 2
 GG0407
 GG0407.Superseded values are not recommended for survey control.
 GG0407
 GG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0407.See file dsdata.pdf to determine how the superseded data were derived.
 GG0407
 GG0407_MARKER: DB = BENCH MARK DISK
 GG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0407_STAMPING: Y 17 1933
 GG0407_MARK LOGO: CGS
 GG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0407+STABILITY: SURFACE MOTION
 GG0407
 GG0407  HISTORY     - Date     Condition        Report By
 GG0407  HISTORY     - 1933     MONUMENTED       CGS
 GG0407  HISTORY     - 1960     GOOD             CGS
 GG0407  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0407
 GG0407                          STATION DESCRIPTION
 GG0407
 GG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0407'2.2 MI NE FROM CATOOSA.
 GG0407'2.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0407'FROM THE STATION AT CATOOSA, ROGERS COUNTY, ABOUT 400 FEET EAST
 GG0407'OF THE BRIDGE OVER VERDIGRIS RIVER, AT MILEPOST 407, AT A
 GG0407'TOWNSHIP ROAD CROSSING, 94 FEET NORTH OF THE NORTH RAIL, AND
 GG0407'24 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED Y 17 1933
 GG0407'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 GG0407'ABOVE GROUND.
 GG0407
 GG0407                          STATION RECOVERY (1989)
 GG0407
 GG0407'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0027 ***********************************************************************
 FK0027  DESIGNATION -  Y 171
 FK0027  PID         -  FK0027
 FK0027  STATE/COUNTY-  OK/BLAINE
 FK0027  COUNTRY     -  US
 FK0027  USGS QUAD   -  GEARY SOUTH (2018)
 FK0027
 FK0027                         *CURRENT SURVEY CONTROL
 FK0027  ______________________________________________________________________
 FK0027* NAD 83(1986) POSITION- 35 33 58.     (N) 098 20 50.     (W)   SCALED
 FK0027* NAVD 88 ORTHO HEIGHT -   425.234 (meters)     1395.12  (feet) ADJUSTED
 FK0027  ______________________________________________________________________
 FK0027  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 FK0027  DYNAMIC HEIGHT  -        424.816 (meters)     1393.75  (feet) COMP
 FK0027  MODELED GRAVITY -    979,639.1   (mgal)                       NAVD 88
 FK0027
 FK0027  VERT ORDER      -  FIRST     CLASS II
 FK0027
 FK0027.The horizontal coordinates were scaled from a map and have
 FK0027.an estimated accuracy of +/- 6 seconds.
 FK0027
 FK0027.The orthometric height was determined by differential leveling and
 FK0027.adjusted by the NATIONAL GEODETIC SURVEY
 FK0027.in June 1991.
 FK0027
 FK0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0027.GEOID18 height accuracy estimate available here.
 FK0027
 FK0027.Click photographs - Photos may exist for this station.
 FK0027
 FK0027.The dynamic height is computed by dividing the NAVD 88
 FK0027.geopotential number by the normal gravity value computed on the
 FK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0027.degrees latitude (g = 980.6199 gals.).
 FK0027
 FK0027.The modeled gravity was interpolated from observed gravity values.
 FK0027
 FK0027;                    North         East    Units  Estimated Accuracy
 FK0027;SPC OK N     -    62,870.      568,520.      MT  (+/- 180 meters Scaled)
 FK0027
 FK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE591360(NAD 83)
 FK0027
 FK0027                          SUPERSEDED SURVEY CONTROL
 FK0027
 FK0027  NGVD 29 (??/??/92)  425.043  (m)         1394.50   (f) ADJ UNCH    1 2
 FK0027
 FK0027.Superseded values are not recommended for survey control.
 FK0027
 FK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0027.See file dsdata.pdf to determine how the superseded data were derived.
 FK0027
 FK0027_MARKER: DB = BENCH MARK DISK
 FK0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0027_STAMPING: Y 171 1953
 FK0027_MARK LOGO: CGS
 FK0027_PROJECTION: PROJECTING 15 CENTIMETERS
 FK0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0027+STABILITY: SURFACE MOTION
 FK0027
 FK0027  HISTORY     - Date     Condition        Report By
 FK0027  HISTORY     - 1953     MONUMENTED       CGS
 FK0027
 FK0027                          STATION DESCRIPTION
 FK0027
 FK0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0027'5.4 MI SW FROM GEARY.
 FK0027'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 FK0027'ISLAND AND PACIFIC RAILROAD STATION AT GEARY, THENCE 3.9 MILES
 FK0027'SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 FK0027'A GRADED DIRT ROAD, 14 FEET NORTH OF THE CENTER LINE OF A ROAD,
 FK0027'3.4 FEET EAST OF A NORTH AND SOUTH FENCE, 5.4 FEET SOUTHEAST
 FK0027'OF A COTTONWOOD TREE, IN A FENCE LINE, 3 FEET SOUTHWEST OF A
 FK0027'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0027'0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0173 ***********************************************************************
 FK0173  DESIGNATION -  Y 172
 FK0173  PID         -  FK0173
 FK0173  STATE/COUNTY-  OK/CUSTER
 FK0173  COUNTRY     -  US
 FK0173  USGS QUAD   -  WEATHERFORD (2018)
 FK0173
 FK0173                         *CURRENT SURVEY CONTROL
 FK0173  ______________________________________________________________________
 FK0173* NAD 83(1986) POSITION- 35 31 42.     (N) 098 39 16.     (W)   SCALED
 FK0173* NAVD 88 ORTHO HEIGHT -   476.640 (meters)     1563.78  (feet) ADJUSTED
 FK0173  ______________________________________________________________________
 FK0173  GEOID HEIGHT    -        -27.018 (meters)                     GEOID18
 FK0173  DYNAMIC HEIGHT  -        476.168 (meters)     1562.23  (feet) COMP
 FK0173  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 FK0173
 FK0173  VERT ORDER      -  FIRST     CLASS II
 FK0173
 FK0173.The horizontal coordinates were scaled from a map and have
 FK0173.an estimated accuracy of +/- 6 seconds.
 FK0173
 FK0173.The orthometric height was determined by differential leveling and
 FK0173.adjusted by the NATIONAL GEODETIC SURVEY
 FK0173.in June 1991.
 FK0173
 FK0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0173.GEOID18 height accuracy estimate available here.
 FK0173
 FK0173.Click photographs - Photos may exist for this station.
 FK0173
 FK0173.The dynamic height is computed by dividing the NAVD 88
 FK0173.geopotential number by the normal gravity value computed on the
 FK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0173.degrees latitude (g = 980.6199 gals.).
 FK0173
 FK0173.The modeled gravity was interpolated from observed gravity values.
 FK0173
 FK0173;                    North         East    Units  Estimated Accuracy
 FK0173;SPC OK N     -    58,820.      540,640.      MT  (+/- 180 meters Scaled)
 FK0173
 FK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE313316(NAD 83)
 FK0173
 FK0173                          SUPERSEDED SURVEY CONTROL
 FK0173
 FK0173  NGVD 29 (??/??/92)  476.437  (m)         1563.11   (f) ADJ UNCH    1 2
 FK0173
 FK0173.Superseded values are not recommended for survey control.
 FK0173
 FK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0173.See file dsdata.pdf to determine how the superseded data were derived.
 FK0173
 FK0173_MARKER: DB = BENCH MARK DISK
 FK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0173_STAMPING: Y 172 1953
 FK0173_MARK LOGO: CGS
 FK0173_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0173+STABILITY: SURFACE MOTION
 FK0173
 FK0173  HISTORY     - Date     Condition        Report By
 FK0173  HISTORY     - 1953     MONUMENTED       CGS
 FK0173
 FK0173                          STATION DESCRIPTION
 FK0173
 FK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0173'3.3 MI E FROM WEATHERFORD.
 FK0173'3.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FK0173'FROM THE STATION AT WEATHERFORD, 20 POLES WEST OF MILEPOST 559,
 FK0173'54 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 FK0173'44 FEET SOUTH OF THE SOUTH RAIL, 5.6 FEET NORTH OF A FENCE,
 FK0173'4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FK0173'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0302 ***********************************************************************
 FK0302  DESIGNATION -  Y 173
 FK0302  PID         -  FK0302
 FK0302  STATE/COUNTY-  OK/CUSTER
 FK0302  COUNTRY     -  US
 FK0302  USGS QUAD   -  DILL CITY NE (2018)
 FK0302
 FK0302                         *CURRENT SURVEY CONTROL
 FK0302  ______________________________________________________________________
 FK0302* NAD 83(1986) POSITION- 35 29 12.     (N) 099 03 05.     (W)   SCALED
 FK0302* NAVD 88 ORTHO HEIGHT -   467.740 (meters)     1534.58  (feet) ADJUSTED
 FK0302  ______________________________________________________________________
 FK0302  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 FK0302  DYNAMIC HEIGHT  -        467.267 (meters)     1533.03  (feet) COMP
 FK0302  MODELED GRAVITY -    979,607.6   (mgal)                       NAVD 88
 FK0302
 FK0302  VERT ORDER      -  FIRST     CLASS II
 FK0302
 FK0302.The horizontal coordinates were scaled from a map and have
 FK0302.an estimated accuracy of +/- 6 seconds.
 FK0302
 FK0302.The orthometric height was determined by differential leveling and
 FK0302.adjusted by the NATIONAL GEODETIC SURVEY
 FK0302.in June 1991.
 FK0302
 FK0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0302.GEOID18 height accuracy estimate available here.
 FK0302
 FK0302.Click photographs - Photos may exist for this station.
 FK0302
 FK0302.The dynamic height is computed by dividing the NAVD 88
 FK0302.geopotential number by the normal gravity value computed on the
 FK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0302.degrees latitude (g = 980.6199 gals.).
 FK0302
 FK0302.The modeled gravity was interpolated from observed gravity values.
 FK0302
 FK0302;                    North         East    Units  Estimated Accuracy
 FK0302;SPC OK N     -    54,510.      504,590.      MT  (+/- 180 meters Scaled)
 FK0302
 FK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME953270(NAD 83)
 FK0302
 FK0302                          SUPERSEDED SURVEY CONTROL
 FK0302
 FK0302  NGVD 29 (??/??/92)  467.526  (m)         1533.87   (f) ADJ UNCH    1 2
 FK0302
 FK0302.Superseded values are not recommended for survey control.
 FK0302
 FK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0302.See file dsdata.pdf to determine how the superseded data were derived.
 FK0302
 FK0302_MARKER: DB = BENCH MARK DISK
 FK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0302_STAMPING: Y 173 1953
 FK0302_MARK LOGO: CGS
 FK0302_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0302+STABILITY: SURFACE MOTION
 FK0302
 FK0302  HISTORY     - Date     Condition        Report By
 FK0302  HISTORY     - 1953     MONUMENTED       CGS
 FK0302  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0302
 FK0302                          STATION DESCRIPTION
 FK0302
 FK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0302'6.25 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0302'RAILROAD FROM THE STATION AT CLINTON, 90 FEET SOUTH OF MILEPOST
 FK0302'587, 0.45 MILE WEST OF A DIRT ROAD CROSSING, 45 FEET SOUTH
 FK0302'OF THE SOUTH RAIL, 2.4 FEET NORTH OF A FENCE, 2.4 FEET EAST
 FK0302'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0302'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FK0302
 FK0302                          STATION RECOVERY (1981)
 FK0302
 FK0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0332 ***********************************************************************
 FK0332  DESIGNATION -  Y 174
 FK0332  PID         -  FK0332
 FK0332  STATE/COUNTY-  OK/BECKHAM
 FK0332  COUNTRY     -  US
 FK0332  USGS QUAD   -  ELK CITY (2018)
 FK0332
 FK0332                         *CURRENT SURVEY CONTROL
 FK0332  ______________________________________________________________________
 FK0332* NAD 83(1986) POSITION- 35 24 31.     (N) 099 23 40.     (W)   SCALED
 FK0332* NAVD 88 ORTHO HEIGHT -   584.439 (meters)     1917.45  (feet) ADJUSTED
 FK0332  ______________________________________________________________________
 FK0332  GEOID HEIGHT    -        -27.236 (meters)                     GEOID18
 FK0332  DYNAMIC HEIGHT  -        583.828 (meters)     1915.44  (feet) COMP
 FK0332  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 FK0332
 FK0332  VERT ORDER      -  FIRST     CLASS II
 FK0332
 FK0332.The horizontal coordinates were scaled from a map and have
 FK0332.an estimated accuracy of +/- 6 seconds.
 FK0332
 FK0332.The orthometric height was determined by differential leveling and
 FK0332.adjusted by the NATIONAL GEODETIC SURVEY
 FK0332.in June 1991.
 FK0332
 FK0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0332.GEOID18 height accuracy estimate available here.
 FK0332
 FK0332.Click photographs - Photos may exist for this station.
 FK0332
 FK0332.The dynamic height is computed by dividing the NAVD 88
 FK0332.geopotential number by the normal gravity value computed on the
 FK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0332.degrees latitude (g = 980.6199 gals.).
 FK0332
 FK0332.The modeled gravity was interpolated from observed gravity values.
 FK0332
 FK0332;                    North         East    Units  Estimated Accuracy
 FK0332;SPC OK S     -   231,080.      473,340.      MT  (+/- 180 meters Scaled)
 FK0332
 FK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME641184(NAD 83)
 FK0332
 FK0332                          SUPERSEDED SURVEY CONTROL
 FK0332
 FK0332  NGVD 29 (??/??/92)  584.180  (m)         1916.60   (f) ADJ UNCH    1 2
 FK0332
 FK0332.Superseded values are not recommended for survey control.
 FK0332
 FK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0332.See file dsdata.pdf to determine how the superseded data were derived.
 FK0332
 FK0332_MARKER: DB = BENCH MARK DISK
 FK0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0332_SP_SET: UNDERPASS
 FK0332_STAMPING: Y 174 1953
 FK0332_MARK LOGO: CGS
 FK0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0332
 FK0332  HISTORY     - Date     Condition        Report By
 FK0332  HISTORY     - 1953     MONUMENTED       CGS
 FK0332
 FK0332                          STATION DESCRIPTION
 FK0332
 FK0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0332'0.6 MI NE FROM ELK CITY.
 FK0332'0.55 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0332'RAILROAD FROM THE STATION AT ELK CITY, AT THE UNDERPASS OF THE
 FK0332'MISSOURI, KANSAS AND TEXAS RAILROAD, 7.8 FEET SOUTHWEST OF THE
 FK0332'SOUTHWEST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 FK0332'3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 FK0332'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE UNDERPASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0458 ***********************************************************************
 FK0458  DESIGNATION -  Y 175
 FK0458  PID         -  FK0458
 FK0458  STATE/COUNTY-  OK/BECKHAM
 FK0458  COUNTRY     -  US
 FK0458  USGS QUAD   -  SAYRE (2018)
 FK0458
 FK0458                         *CURRENT SURVEY CONTROL
 FK0458  ______________________________________________________________________
 FK0458* NAD 83(1986) POSITION- 35 19 41.     (N) 099 38 13.     (W)   SCALED
 FK0458* NAVD 88 ORTHO HEIGHT -   587.102 (meters)     1926.18  (feet) ADJUSTED
 FK0458  ______________________________________________________________________
 FK0458  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 FK0458  DYNAMIC HEIGHT  -        586.491 (meters)     1924.18  (feet) COMP
 FK0458  MODELED GRAVITY -    979,575.1   (mgal)                       NAVD 88
 FK0458
 FK0458  VERT ORDER      -  FIRST     CLASS II
 FK0458
 FK0458.The horizontal coordinates were scaled from a map and have
 FK0458.an estimated accuracy of +/- 6 seconds.
 FK0458
 FK0458.The orthometric height was determined by differential leveling and
 FK0458.adjusted by the NATIONAL GEODETIC SURVEY
 FK0458.in June 1991.
 FK0458
 FK0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0458.GEOID18 height accuracy estimate available here.
 FK0458
 FK0458.Click photographs - Photos may exist for this station.
 FK0458
 FK0458.The dynamic height is computed by dividing the NAVD 88
 FK0458.geopotential number by the normal gravity value computed on the
 FK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0458.degrees latitude (g = 980.6199 gals.).
 FK0458
 FK0458.The modeled gravity was interpolated from observed gravity values.
 FK0458
 FK0458;                    North         East    Units  Estimated Accuracy
 FK0458;SPC OK S     -   222,480.      451,170.      MT  (+/- 180 meters Scaled)
 FK0458
 FK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME421096(NAD 83)
 FK0458
 FK0458                          SUPERSEDED SURVEY CONTROL
 FK0458
 FK0458  NGVD 29 (??/??/92)  586.854  (m)         1925.37   (f) ADJ UNCH    1 2
 FK0458
 FK0458.Superseded values are not recommended for survey control.
 FK0458
 FK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0458.See file dsdata.pdf to determine how the superseded data were derived.
 FK0458
 FK0458_MARKER: DB = BENCH MARK DISK
 FK0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0458_STAMPING: Y 175 1953
 FK0458_MARK LOGO: CGS
 FK0458_PROJECTION: PROJECTING 6 CENTIMETERS
 FK0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0458+STABILITY: SURFACE MOTION
 FK0458
 FK0458  HISTORY     - Date     Condition        Report By
 FK0458  HISTORY     - 1953     MONUMENTED       CGS
 FK0458  HISTORY     - 19881107 MARK NOT FOUND   USPSQD
 FK0458
 FK0458                          STATION DESCRIPTION
 FK0458
 FK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0458'2.4 MI N FROM SAYRE.
 FK0458'1.0 MILE NORTH ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FK0458'ISLAND AND PACIFIC RAILROAD STATION AT SAYRE, THENCE 1.4 MILES
 FK0458'NORTH ALONG U.S. HIGHWAY 283, 31.7 FEET NORTH OF THE CENTER
 FK0458'OF THE ENTRANCE TO THE ARCHER AIRPORT, 50.8 FEET EAST OF THE
 FK0458'CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, 2.7 FEET
 FK0458'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FK0458'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FK0458
 FK0458                          STATION RECOVERY (1988)
 FK0458
 FK0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0433 ***********************************************************************
 FK0433  DESIGNATION -  Y 176
 FK0433  PID         -  FK0433
 FK0433  STATE/COUNTY-  OK/BECKHAM
 FK0433  COUNTRY     -  US
 FK0433  USGS QUAD   -  TEXOLA (2018)
 FK0433
 FK0433                         *CURRENT SURVEY CONTROL
 FK0433  ______________________________________________________________________
 FK0433* NAD 83(1986) POSITION- 35 12 55.     (N) 099 53 35.     (W)   SCALED
 FK0433* NAVD 88 ORTHO HEIGHT -   620.427 (meters)     2035.52  (feet) ADJUSTED
 FK0433  ______________________________________________________________________
 FK0433  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 FK0433  DYNAMIC HEIGHT  -        619.800 (meters)     2033.46  (feet) COMP
 FK0433  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 FK0433
 FK0433  VERT ORDER      -  FIRST     CLASS II
 FK0433
 FK0433.The horizontal coordinates were scaled from a map and have
 FK0433.an estimated accuracy of +/- 6 seconds.
 FK0433
 FK0433.The orthometric height was determined by differential leveling and
 FK0433.adjusted by the NATIONAL GEODETIC SURVEY
 FK0433.in June 1991.
 FK0433
 FK0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0433.GEOID18 height accuracy estimate available here.
 FK0433
 FK0433.Click photographs - Photos may exist for this station.
 FK0433
 FK0433.The dynamic height is computed by dividing the NAVD 88
 FK0433.geopotential number by the normal gravity value computed on the
 FK0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0433.degrees latitude (g = 980.6199 gals.).
 FK0433
 FK0433.The modeled gravity was interpolated from observed gravity values.
 FK0433
 FK0433;                    North         East    Units  Estimated Accuracy
 FK0433;SPC OK S     -   210,370.      427,650.      MT  (+/- 180 meters Scaled)
 FK0433
 FK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD187972(NAD 83)
 FK0433
 FK0433                          SUPERSEDED SURVEY CONTROL
 FK0433
 FK0433  NGVD 29 (??/??/92)  620.202  (m)         2034.78   (f) ADJ UNCH    1 2
 FK0433
 FK0433.Superseded values are not recommended for survey control.
 FK0433
 FK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0433.See file dsdata.pdf to determine how the superseded data were derived.
 FK0433
 FK0433_MARKER: DB = BENCH MARK DISK
 FK0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0433_STAMPING: Y 176 1953
 FK0433_MARK LOGO: CGS
 FK0433_PROJECTION: PROJECTING 30 CENTIMETERS
 FK0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0433+STABILITY: SURFACE MOTION
 FK0433
 FK0433  HISTORY     - Date     Condition        Report By
 FK0433  HISTORY     - 1953     MONUMENTED       CGS
 FK0433  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0433
 FK0433                          STATION DESCRIPTION
 FK0433
 FK0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0433'1.6 MI W FROM ERICK.
 FK0433'1.65 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0433'RAILROAD FROM THE STATION AT ERICK, 83 FEET SOUTHWEST OF THE
 FK0433'CENTER OF A ROAD CROSSING, 42.3 FEET SOUTH OF THE SOUTH RAIL,
 FK0433'44.7 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 93 FEET
 FK0433'NORTHWEST OF THE CENTER OF AN INTERSECTION OF THE HIGHWAY
 FK0433'AND A GRAVELED ROAD LEADING SOUTH, 2.6 FEET EAST OF A WITNESS
 FK0433'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 FK0433'FOOT ABOVE THE GROUND.
 FK0433
 FK0433                          STATION RECOVERY (1987)
 FK0433
 FK0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0710 ***********************************************************************
 FH0710  DESIGNATION -  Y 18
 FH0710  PID         -  FH0710
 FH0710  STATE/COUNTY-  OK/OKMULGEE
 FH0710  COUNTRY     -  US
 FH0710  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH0710
 FH0710                         *CURRENT SURVEY CONTROL
 FH0710  ______________________________________________________________________
 FH0710* NAD 83(1986) POSITION- 35 40 57.     (N) 095 58 49.     (W)   SCALED
 FH0710* NAVD 88 ORTHO HEIGHT -   211.961 (meters)      695.41  (feet) ADJUSTED
 FH0710  ______________________________________________________________________
 FH0710  GEOID HEIGHT    -        -29.041 (meters)                     GEOID18
 FH0710  DYNAMIC HEIGHT  -        211.765 (meters)      694.77  (feet) COMP
 FH0710  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 FH0710
 FH0710  VERT ORDER      -  FIRST     CLASS II
 FH0710
 FH0710.The horizontal coordinates were scaled from a map and have
 FH0710.an estimated accuracy of +/- 6 seconds.
 FH0710
 FH0710.The orthometric height was determined by differential leveling and
 FH0710.adjusted by the NATIONAL GEODETIC SURVEY
 FH0710.in June 1991.
 FH0710
 FH0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0710.GEOID18 height accuracy estimate available here.
 FH0710
 FH0710.Click photographs - Photos may exist for this station.
 FH0710
 FH0710.The dynamic height is computed by dividing the NAVD 88
 FH0710.geopotential number by the normal gravity value computed on the
 FH0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0710.degrees latitude (g = 980.6199 gals.).
 FH0710
 FH0710.The modeled gravity was interpolated from observed gravity values.
 FH0710
 FH0710;                    North         East    Units  Estimated Accuracy
 FH0710;SPC OK N     -    77,630.      782,820.      MT  (+/- 180 meters Scaled)
 FH0710
 FH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV302528(NAD 83)
 FH0710
 FH0710                          SUPERSEDED SURVEY CONTROL
 FH0710
 FH0710  NGVD 29 (??/??/92)  211.847  (m)          695.03   (f) ADJ UNCH    1 2
 FH0710
 FH0710.Superseded values are not recommended for survey control.
 FH0710
 FH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0710.See file dsdata.pdf to determine how the superseded data were derived.
 FH0710
 FH0710_MARKER: DB = BENCH MARK DISK
 FH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0710_STAMPING: Y 18 1933
 FH0710_MARK LOGO: CGS
 FH0710_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0710+STABILITY: SURFACE MOTION
 FH0710
 FH0710  HISTORY     - Date     Condition        Report By
 FH0710  HISTORY     - 1933     MONUMENTED       CGS
 FH0710
 FH0710                          STATION DESCRIPTION
 FH0710
 FH0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0710'2.2 MI S FROM PRESTON.
 FH0710'ABOUT 2.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0710'FROM THE STATION AT PRESTON, OKMULGEE COUNTY, AT A ROAD CROSSING,
 FH0710'45 FEET EAST OF THE EAST RAIL, 34 FEET SOUTH OF THE CENTER LINE
 FH0710'OF THE ROAD, 8 FEET SOUTH OF A FENCE CORNER, AND 2-1/2 FEET
 FH0710'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 18
 FH0710'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 FH0710'6 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0503 ***********************************************************************
 GH0503  DESIGNATION -  Y 180
 GH0503  PID         -  GH0503
 GH0503  STATE/COUNTY-  OK/GRANT
 GH0503  COUNTRY     -  US
 GH0503  USGS QUAD   -  MEDFORD (2018)
 GH0503
 GH0503                         *CURRENT SURVEY CONTROL
 GH0503  ______________________________________________________________________
 GH0503* NAD 83(1986) POSITION- 36 47 29.     (N) 097 44 44.     (W)   SCALED
 GH0503* NAVD 88 ORTHO HEIGHT -   330.788 (meters)     1085.26  (feet) ADJUSTED
 GH0503  ______________________________________________________________________
 GH0503  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 GH0503  DYNAMIC HEIGHT  -        330.512 (meters)     1084.35  (feet) COMP
 GH0503  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GH0503
 GH0503  VERT ORDER      -  FIRST     CLASS II
 GH0503
 GH0503.This mark is at Medford Airport (OK68)
 GH0503
 GH0503.The horizontal coordinates were scaled from a map and have
 GH0503.an estimated accuracy of +/- 6 seconds.
 GH0503
 GH0503.The orthometric height was determined by differential leveling and
 GH0503.adjusted by the NATIONAL GEODETIC SURVEY
 GH0503.in June 1991.
 GH0503
 GH0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0503.GEOID18 height accuracy estimate available here.
 GH0503
 GH0503.Click photographs - Photos may exist for this station.
 GH0503
 GH0503.The dynamic height is computed by dividing the NAVD 88
 GH0503.geopotential number by the normal gravity value computed on the
 GH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0503.degrees latitude (g = 980.6199 gals.).
 GH0503
 GH0503.The modeled gravity was interpolated from observed gravity values.
 GH0503
 GH0503;                    North         East    Units  Estimated Accuracy
 GH0503;SPC OK N     -   198,800.      622,710.      MT  (+/- 180 meters Scaled)
 GH0503
 GH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF119724(NAD 83)
 GH0503
 GH0503                          SUPERSEDED SURVEY CONTROL
 GH0503
 GH0503  NGVD 29 (??/??/92)  330.677  (m)         1084.90   (f) SUPERSEDED  1 2
 GH0503  NGVD 29 (04/22/92)  330.677  (m)         1084.90   (f) ADJUSTED    1 2
 GH0503
 GH0503.Superseded values are not recommended for survey control.
 GH0503
 GH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0503.See file dsdata.pdf to determine how the superseded data were derived.
 GH0503
 GH0503_MARKER: DB = BENCH MARK DISK
 GH0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0503_STAMPING: Y 180 1953
 GH0503_MARK LOGO: CGS
 GH0503_PROJECTION: FLUSH
 GH0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0503+STABILITY: SURFACE MOTION
 GH0503
 GH0503  HISTORY     - Date     Condition        Report By
 GH0503  HISTORY     - 1953     MONUMENTED       CGS
 GH0503  HISTORY     - 1985     GOOD             NGS
 GH0503  HISTORY     - 1986     GOOD             NGS
 GH0503
 GH0503                          STATION DESCRIPTION
 GH0503
 GH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0503'1.2 MI SW FROM MEDFORD.
 GH0503'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH
 GH0503'MAIN STREET AT MEDFORD, 2 FEET NORTHWEST OF THE NORTH CORNER
 GH0503'OF THE SOUTHWEST HANGAR AT THE MEDFORD AIRPORT, SET IN THE TOP OF
 GH0503'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GH0503
 GH0503                          STATION RECOVERY (1985)
 GH0503
 GH0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0503'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.2 KM (1.35
 GH0503'MI) SOUTH-SOUTHWEST ALONG US HIGHWAY 81 FROM THE JUNCTION OF STATE
 GH0503'ROUTE 11 AT MEDFORD, THENCE 0.24 KM (0.15 MI) WEST ON A PAVED ROAD
 GH0503'LEADING TO THE MEDFORD MUNICIPAL AIRPORT, AT THE NORTH CORNER OF THE
 GH0503'OLD ORIGINAL HANGER, 34.8 METERS (114 FT) SOUTH OF THE CENTER OF THE
 GH0503'ROAD, 0.61 METER (2 FT) NORTH OF THE NORTH CORNER OF THE HANGER AND
 GH0503'34.1 METERS (112 FT) WEST OF THE SOUTHWEST CORNER OF A NEW 40 BY 50
 GH0503'FOOT METAL HANGER.
 GH0503'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0503'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 GH0503
 GH0503                          STATION RECOVERY (1986)
 GH0503
 GH0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 GH0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0485 ***********************************************************************
 GH0485  DESIGNATION -  Y 181
 GH0485  PID         -  GH0485
 GH0485  STATE/COUNTY-  OK/GRANT
 GH0485  COUNTRY     -  US
 GH0485  USGS QUAD   -  KREMLIN (2018)
 GH0485
 GH0485                         *CURRENT SURVEY CONTROL
 GH0485  ______________________________________________________________________
 GH0485* NAD 83(1986) POSITION- 36 37 22.     (N) 097 48 49.     (W)   SCALED
 GH0485* NAVD 88 ORTHO HEIGHT -   324.673 (meters)     1065.20  (feet) ADJUSTED
 GH0485  ______________________________________________________________________
 GH0485  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 GH0485  DYNAMIC HEIGHT  -        324.396 (meters)     1064.29  (feet) COMP
 GH0485  MODELED GRAVITY -    979,771.9   (mgal)                       NAVD 88
 GH0485
 GH0485  VERT ORDER      -  FIRST     CLASS II
 GH0485
 GH0485.The horizontal coordinates were scaled from a map and have
 GH0485.an estimated accuracy of +/- 6 seconds.
 GH0485
 GH0485.The orthometric height was determined by differential leveling and
 GH0485.adjusted by the NATIONAL GEODETIC SURVEY
 GH0485.in June 1991.
 GH0485
 GH0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0485.GEOID18 height accuracy estimate available here.
 GH0485
 GH0485.Click photographs - Photos may exist for this station.
 GH0485
 GH0485.The dynamic height is computed by dividing the NAVD 88
 GH0485.geopotential number by the normal gravity value computed on the
 GH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0485.degrees latitude (g = 980.6199 gals.).
 GH0485
 GH0485.The modeled gravity was interpolated from observed gravity values.
 GH0485
 GH0485;                    North         East    Units  Estimated Accuracy
 GH0485;SPC OK N     -   180,070.      616,670.      MT  (+/- 180 meters Scaled)
 GH0485
 GH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF060536(NAD 83)
 GH0485
 GH0485                          SUPERSEDED SURVEY CONTROL
 GH0485
 GH0485  NGVD 29 (??/??/92)  324.552  (m)         1064.80   (f) ADJ UNCH    1 2
 GH0485
 GH0485.Superseded values are not recommended for survey control.
 GH0485
 GH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0485.See file dsdata.pdf to determine how the superseded data were derived.
 GH0485
 GH0485_MARKER: DB = BENCH MARK DISK
 GH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0485_STAMPING: Y 181 1953
 GH0485_MARK LOGO: CGS
 GH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0485+STABILITY: SURFACE MOTION
 GH0485
 GH0485  HISTORY     - Date     Condition        Report By
 GH0485  HISTORY     - 1953     MONUMENTED       CGS
 GH0485  HISTORY     - 1985     GOOD             NGS
 GH0485
 GH0485                          STATION DESCRIPTION
 GH0485
 GH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0485'3.2 MI S FROM POND CREEK.
 GH0485'3.2 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0485'RAILROAD FROM THE STATION AT POND CREEK, AT A ROAD CROSSING, 42
 GH0485'FEET EAST OF THE EAST RAIL, 5.4 FEET SOUTH OF THE 2ND POLE
 GH0485'NORTH OF A ROAD CROSSING, 3 FEET WEST OF A FENCE, 2 FEET NORTH
 GH0485'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0485'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GH0485
 GH0485                          STATION RECOVERY (1985)
 GH0485
 GH0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0410 ***********************************************************************
 GH0410  DESIGNATION -  Y 182
 GH0410  PID         -  GH0410
 GH0410  STATE/COUNTY-  OK/GARFIELD
 GH0410  COUNTRY     -  US
 GH0410  USGS QUAD   -  WAUKOMIS (2018)
 GH0410
 GH0410                         *CURRENT SURVEY CONTROL
 GH0410  ______________________________________________________________________
 GH0410* NAD 83(1986) POSITION- 36 21 39.     (N) 097 53 14.     (W)   SCALED
 GH0410* NAVD 88 ORTHO HEIGHT -   386.194 (meters)     1267.04  (feet) ADJUSTED
 GH0410  ______________________________________________________________________
 GH0410  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 GH0410  DYNAMIC HEIGHT  -        385.853 (meters)     1265.92  (feet) COMP
 GH0410  MODELED GRAVITY -    979,738.5   (mgal)                       NAVD 88
 GH0410
 GH0410  VERT ORDER      -  FIRST     CLASS II
 GH0410
 GH0410.The horizontal coordinates were scaled from a map and have
 GH0410.an estimated accuracy of +/- 6 seconds.
 GH0410
 GH0410.The orthometric height was determined by differential leveling and
 GH0410.adjusted by the NATIONAL GEODETIC SURVEY
 GH0410.in June 1991.
 GH0410
 GH0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0410.GEOID18 height accuracy estimate available here.
 GH0410
 GH0410.Click photographs - Photos may exist for this station.
 GH0410
 GH0410.The dynamic height is computed by dividing the NAVD 88
 GH0410.geopotential number by the normal gravity value computed on the
 GH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0410.degrees latitude (g = 980.6199 gals.).
 GH0410
 GH0410.The modeled gravity was interpolated from observed gravity values.
 GH0410
 GH0410;                    North         East    Units  Estimated Accuracy
 GH0410;SPC OK N     -   151,000.      610,120.      MT  (+/- 180 meters Scaled)
 GH0410
 GH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF998245(NAD 83)
 GH0410
 GH0410                          SUPERSEDED SURVEY CONTROL
 GH0410
 GH0410  NGVD 29 (??/??/92)  386.048  (m)         1266.56   (f) ADJ UNCH    1 2
 GH0410
 GH0410.Superseded values are not recommended for survey control.
 GH0410
 GH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0410.See file dsdata.pdf to determine how the superseded data were derived.
 GH0410
 GH0410_MARKER: DB = BENCH MARK DISK
 GH0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0410_STAMPING: Y 182 1953
 GH0410_MARK LOGO: CGS
 GH0410_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0410+STABILITY: SURFACE MOTION
 GH0410
 GH0410  HISTORY     - Date     Condition        Report By
 GH0410  HISTORY     - 1953     MONUMENTED       CGS
 GH0410  HISTORY     - 1978     MARK NOT FOUND   USGS
 GH0410  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0410
 GH0410                          STATION DESCRIPTION
 GH0410
 GH0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0410'2.3 MI S FROM ENID.
 GH0410'2.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0410'RAILROAD FROM THE STATION AT ENID, 3 POLES SOUTH OF A ROAD
 GH0410'CROSSING, 85 FEET WEST OF THE WEST RAIL, 6 FEET NORTH OF THE 1ST
 GH0410'POLE NORTH OF MILEPOST 344, 3 FEET SOUTH OF A WITNESS POST, SET
 GH0410'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GH0410'GROUND.
 GH0410
 GH0410                          STATION RECOVERY (1978)
 GH0410
 GH0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GH0410'MARK NOT FOUND.
 GH0410
 GH0410                          STATION RECOVERY (1985)
 GH0410
 GH0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0410'NOT RECOVERED.  AREA DESCRIBED IS NOW A LARGE SAND AND GRAVEL
 GH0410'PROCESSING PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0442 ***********************************************************************
 GH0442  DESIGNATION -  Y 183
 GH0442  PID         -  GH0442
 GH0442  STATE/COUNTY-  OK/GARFIELD
 GH0442  COUNTRY     -  US
 GH0442  USGS QUAD   -  ENID EAST (2018)
 GH0442
 GH0442                         *CURRENT SURVEY CONTROL
 GH0442  ______________________________________________________________________
 GH0442* NAD 83(1986) POSITION- 36 24 27.     (N) 097 50 13.     (W)   SCALED
 GH0442* NAVD 88 ORTHO HEIGHT -   374.697 (meters)     1229.32  (feet) ADJUSTED
 GH0442  ______________________________________________________________________
 GH0442  GEOID HEIGHT    -        -27.795 (meters)                     GEOID18
 GH0442  DYNAMIC HEIGHT  -        374.368 (meters)     1228.24  (feet) COMP
 GH0442  MODELED GRAVITY -    979,743.1   (mgal)                       NAVD 88
 GH0442
 GH0442  VERT ORDER      -  FIRST     CLASS II
 GH0442
 GH0442.The horizontal coordinates were scaled from a map and have
 GH0442.an estimated accuracy of +/- 6 seconds.
 GH0442
 GH0442.The orthometric height was determined by differential leveling and
 GH0442.adjusted by the NATIONAL GEODETIC SURVEY
 GH0442.in June 1991.
 GH0442
 GH0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0442.GEOID18 height accuracy estimate available here.
 GH0442
 GH0442.Click photographs - Photos may exist for this station.
 GH0442
 GH0442.The dynamic height is computed by dividing the NAVD 88
 GH0442.geopotential number by the normal gravity value computed on the
 GH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0442.degrees latitude (g = 980.6199 gals.).
 GH0442
 GH0442.The modeled gravity was interpolated from observed gravity values.
 GH0442
 GH0442;                    North         East    Units  Estimated Accuracy
 GH0442;SPC OK N     -   156,180.      614,630.      MT  (+/- 180 meters Scaled)
 GH0442
 GH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF042297(NAD 83)
 GH0442
 GH0442                          SUPERSEDED SURVEY CONTROL
 GH0442
 GH0442  NGVD 29 (??/??/92)  374.557  (m)         1228.86   (f) ADJ UNCH    1 2
 GH0442
 GH0442.Superseded values are not recommended for survey control.
 GH0442
 GH0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0442.See file dsdata.pdf to determine how the superseded data were derived.
 GH0442
 GH0442_MARKER: DB = BENCH MARK DISK
 GH0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0442_STAMPING: Y 183 1953
 GH0442_MARK LOGO: CGS
 GH0442_PROJECTION: PROJECTING 12 CENTIMETERS
 GH0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0442+STABILITY: SURFACE MOTION
 GH0442
 GH0442  HISTORY     - Date     Condition        Report By
 GH0442  HISTORY     - 1953     MONUMENTED       CGS
 GH0442
 GH0442                          STATION DESCRIPTION
 GH0442
 GH0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0442'2.1 MI SE FROM ENID.
 GH0442'2.1 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0442'RAILROAD FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND
 GH0442'PACIFIC RAILROAD AT ENID, 7 POLES NORTHWEST OF MILEPOST 542,
 GH0442'AT A ROAD CROSSING, 75 FEET WEST OF THE CENTER LINE OF A ROAD,
 GH0442'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF A
 GH0442'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GH0442'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0576 ***********************************************************************
 FJ0576  DESIGNATION -  Y 184
 FJ0576  PID         -  FJ0576
 FJ0576  STATE/COUNTY-  OK/KINGFISHER
 FJ0576  COUNTRY     -  US
 FJ0576  USGS QUAD   -  KINGFISHER (2018)
 FJ0576
 FJ0576                         *CURRENT SURVEY CONTROL
 FJ0576  ______________________________________________________________________
 FJ0576* NAD 83(1986) POSITION- 35 52 21.     (N) 097 57 11.     (W)   SCALED
 FJ0576* NAVD 88 ORTHO HEIGHT -   320.415 (meters)     1051.23  (feet) ADJUSTED
 FJ0576  ______________________________________________________________________
 FJ0576  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 FJ0576  DYNAMIC HEIGHT  -        320.123 (meters)     1050.27  (feet) COMP
 FJ0576  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 FJ0576
 FJ0576  VERT ORDER      -  FIRST     CLASS II
 FJ0576
 FJ0576.The horizontal coordinates were scaled from a map and have
 FJ0576.an estimated accuracy of +/- 6 seconds.
 FJ0576
 FJ0576.The orthometric height was determined by differential leveling and
 FJ0576.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0576.in June 1991.
 FJ0576
 FJ0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0576.GEOID18 height accuracy estimate available here.
 FJ0576
 FJ0576.Click photographs - Photos may exist for this station.
 FJ0576
 FJ0576.The dynamic height is computed by dividing the NAVD 88
 FJ0576.geopotential number by the normal gravity value computed on the
 FJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0576.degrees latitude (g = 980.6199 gals.).
 FJ0576
 FJ0576.The modeled gravity was interpolated from observed gravity values.
 FJ0576
 FJ0576;                    North         East    Units  Estimated Accuracy
 FJ0576;SPC OK N     -    96,810.      604,240.      MT  (+/- 180 meters Scaled)
 FJ0576
 FJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE945703(NAD 83)
 FJ0576
 FJ0576                          SUPERSEDED SURVEY CONTROL
 FJ0576
 FJ0576  NGVD 29 (??/??/92)  320.285  (m)         1050.80   (f) ADJ UNCH    1 2
 FJ0576
 FJ0576.Superseded values are not recommended for survey control.
 FJ0576
 FJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0576.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0576
 FJ0576_MARKER: DB = BENCH MARK DISK
 FJ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0576_STAMPING: Y 184 1953
 FJ0576_MARK LOGO: CGS
 FJ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0576+STABILITY: SURFACE MOTION
 FJ0576
 FJ0576  HISTORY     - Date     Condition        Report By
 FJ0576  HISTORY     - 1953     MONUMENTED       CGS
 FJ0576
 FJ0576                          STATION DESCRIPTION
 FJ0576
 FJ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0576'1.6 MI NW FROM KINGFISHER.
 FJ0576'0.5 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0576'KINGFISHER, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 FJ0576'4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR AT THE
 FJ0576'KINGFISHER AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH
 FJ0576'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0550 ***********************************************************************
 FJ0550  DESIGNATION -  Y 185
 FJ0550  PID         -  FJ0550
 FJ0550  STATE/COUNTY-  OK/CANADIAN
 FJ0550  COUNTRY     -  US
 FJ0550  USGS QUAD   -  OKARCHE (2018)
 FJ0550
 FJ0550                         *CURRENT SURVEY CONTROL
 FJ0550  ______________________________________________________________________
 FJ0550* NAD 83(1986) POSITION- 35 40 04.     (N) 097 59 38.     (W)   SCALED
 FJ0550* NAVD 88 ORTHO HEIGHT -   382.141 (meters)     1253.74  (feet) ADJUSTED
 FJ0550  ______________________________________________________________________
 FJ0550  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 FJ0550  DYNAMIC HEIGHT  -        381.779 (meters)     1252.55  (feet) COMP
 FJ0550  MODELED GRAVITY -    979,673.6   (mgal)                       NAVD 88
 FJ0550
 FJ0550  VERT ORDER      -  FIRST     CLASS II
 FJ0550
 FJ0550.The horizontal coordinates were scaled from a map and have
 FJ0550.an estimated accuracy of +/- 6 seconds.
 FJ0550
 FJ0550.The orthometric height was determined by differential leveling and
 FJ0550.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0550.in June 1991.
 FJ0550
 FJ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0550.GEOID18 height accuracy estimate available here.
 FJ0550
 FJ0550.Click photographs - Photos may exist for this station.
 FJ0550
 FJ0550.The dynamic height is computed by dividing the NAVD 88
 FJ0550.geopotential number by the normal gravity value computed on the
 FJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0550.degrees latitude (g = 980.6199 gals.).
 FJ0550
 FJ0550.The modeled gravity was interpolated from observed gravity values.
 FJ0550
 FJ0550;                    North         East    Units  Estimated Accuracy
 FJ0550;SPC OK N     -    74,090.      600,550.      MT  (+/- 180 meters Scaled)
 FJ0550
 FJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE910475(NAD 83)
 FJ0550
 FJ0550                          SUPERSEDED SURVEY CONTROL
 FJ0550
 FJ0550  NGVD 29 (??/??/92)  381.985  (m)         1253.23   (f) ADJ UNCH    1 2
 FJ0550
 FJ0550.Superseded values are not recommended for survey control.
 FJ0550
 FJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0550.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0550
 FJ0550_MARKER: DB = BENCH MARK DISK
 FJ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0550_STAMPING: Y 185 1953
 FJ0550_MARK LOGO: CGS
 FJ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0550+STABILITY: SURFACE MOTION
 FJ0550
 FJ0550  HISTORY     - Date     Condition        Report By
 FJ0550  HISTORY     - 1953     MONUMENTED       CGS
 FJ0550
 FJ0550                          STATION DESCRIPTION
 FJ0550
 FJ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0550'4 MI S FROM OKARCHE.
 FJ0550'4.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0550'RAILROAD FROM THE STATION AT OKARCHE, AT A ROAD CROSSING, 115
 FJ0550'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 44 FEET
 FJ0550'EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF
 FJ0550'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FJ0550'0.4 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0547 ***********************************************************************
 EL0547  DESIGNATION -  Y 187
 EL0547  PID         -  EL0547
 EL0547  STATE/COUNTY-  OK/GRADY
 EL0547  COUNTRY     -  US
 EL0547  USGS QUAD   -  NINNEKAH (2018)
 EL0547
 EL0547                         *CURRENT SURVEY CONTROL
 EL0547  ______________________________________________________________________
 EL0547* NAD 83(1986) POSITION- 34 55 28.     (N) 097 55 49.     (W)   SCALED
 EL0547* NAVD 88 ORTHO HEIGHT -   349.007 (meters)     1145.03  (feet) ADJUSTED
 EL0547  ______________________________________________________________________
 EL0547  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 EL0547  DYNAMIC HEIGHT  -        348.661 (meters)     1143.90  (feet) COMP
 EL0547  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 EL0547
 EL0547  VERT ORDER      -  FIRST     CLASS II
 EL0547
 EL0547.The horizontal coordinates were scaled from a map and have
 EL0547.an estimated accuracy of +/- 6 seconds.
 EL0547
 EL0547.The orthometric height was determined by differential leveling and
 EL0547.adjusted by the NATIONAL GEODETIC SURVEY
 EL0547.in June 1991.
 EL0547
 EL0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0547.GEOID18 height accuracy estimate available here.
 EL0547
 EL0547.Click photographs - Photos may exist for this station.
 EL0547
 EL0547.The dynamic height is computed by dividing the NAVD 88
 EL0547.geopotential number by the normal gravity value computed on the
 EL0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0547.degrees latitude (g = 980.6199 gals.).
 EL0547
 EL0547.The modeled gravity was interpolated from observed gravity values.
 EL0547
 EL0547;                    North         East    Units  Estimated Accuracy
 EL0547;SPC OK S     -   176,500.      606,370.      MT  (+/- 180 meters Scaled)
 EL0547
 EL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND977651(NAD 83)
 EL0547
 EL0547                          SUPERSEDED SURVEY CONTROL
 EL0547
 EL0547  NGVD 29 (??/??/92)  348.911  (m)         1144.72   (f) ADJ UNCH    1 2
 EL0547
 EL0547.Superseded values are not recommended for survey control.
 EL0547
 EL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0547.See file dsdata.pdf to determine how the superseded data were derived.
 EL0547
 EL0547_MARKER: DB = BENCH MARK DISK
 EL0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0547_STAMPING: Y 187 1953
 EL0547_MARK LOGO: CGS
 EL0547_PROJECTION: PROJECTING 12 CENTIMETERS
 EL0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0547+STABILITY: SURFACE MOTION
 EL0547
 EL0547  HISTORY     - Date     Condition        Report By
 EL0547  HISTORY     - 1953     MONUMENTED       CGS
 EL0547  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0547
 EL0547                          STATION DESCRIPTION
 EL0547
 EL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0547'1.9 MI S FROM NINNEKAH.
 EL0547'1.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0547'RAILROAD FROM THE STATION AT NINNEKAH, AT A PRIVATE ROAD
 EL0547'CROSSING, 91 FEET WEST OF THE WEST RAIL, 89 FEET NORTHEAST OF
 EL0547'THE NORTHEAST CORNER OF A BARN, 23 FEET SOUTH OF THE CENTER LINE
 EL0547'OF A PRIVATE ROAD, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 EL0547'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EL0547'0.4 FOOT ABOVE THE GROUND.
 EL0547
 EL0547                          STATION RECOVERY (1986)
 EL0547
 EL0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0547'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0682 ***********************************************************************
 FJ0682  DESIGNATION -  Y 192
 FJ0682  PID         -  FJ0682
 FJ0682  STATE/COUNTY-  OK/OKLAHOMA
 FJ0682  COUNTRY     -  US
 FJ0682  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0682
 FJ0682                         *CURRENT SURVEY CONTROL
 FJ0682  ______________________________________________________________________
 FJ0682* NAD 83(1986) POSITION- 35 27 40.86   (N) 097 31 00.12   (W)   HD_HELD1
 FJ0682* NAVD 88 ORTHO HEIGHT -   365.118 (meters)     1197.89  (feet) ADJUSTED
 FJ0682  ______________________________________________________________________
 FJ0682  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 FJ0682  DYNAMIC HEIGHT  -        364.769 (meters)     1196.75  (feet) COMP
 FJ0682  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 FJ0682
 FJ0682  VERT ORDER      -  FIRST     CLASS II
 FJ0682
 FJ0682.The horizontal coordinates were determined by differentially corrected
 FJ0682.hand held GPS observations or other comparable positioning techniques
 FJ0682.and have an estimated accuracy of +/- 3 meters.
 FJ0682
 FJ0682.The orthometric height was determined by differential leveling and
 FJ0682.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0682.in August 1994.
 FJ0682
 FJ0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0682.GEOID18 height accuracy estimate available here.
 FJ0682
 FJ0682.Click photographs - Photos may exist for this station.
 FJ0682
 FJ0682.The dynamic height is computed by dividing the NAVD 88
 FJ0682.geopotential number by the normal gravity value computed on the
 FJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0682.degrees latitude (g = 980.6199 gals.).
 FJ0682
 FJ0682.The modeled gravity was interpolated from observed gravity values.
 FJ0682
 FJ0682;                    North         East    Units  Estimated Accuracy
 FJ0682;SPC OK N     -    51,297.7     643,871.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0682
 FJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3459425217(NAD 83)
 FJ0682
 FJ0682                          SUPERSEDED SURVEY CONTROL
 FJ0682
 FJ0682  NAVD 88 (??/??/92)  365.191  (m)         1198.13   (f) POSTED      3  
 FJ0682
 FJ0682.Superseded values are not recommended for survey control.
 FJ0682
 FJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0682.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0682
 FJ0682_MARKER: DV = VERTICAL CONTROL DISK
 FJ0682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FJ0682_SP_SET: CURB
 FJ0682_STAMPING: Y 192 1984
 FJ0682_MARK LOGO: NGS
 FJ0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 FJ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0682+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 FJ0682
 FJ0682  HISTORY     - Date     Condition        Report By
 FJ0682  HISTORY     - 1984     MONUMENTED       NGS
 FJ0682  HISTORY     - 1988     GOOD             USPSQD
 FJ0682  HISTORY     - 19940114 GOOD             NGS
 FJ0682  HISTORY     - 19940126 GOOD             NGS
 FJ0682  HISTORY     - 20090318 GOOD             INDIV
 FJ0682  HISTORY     - 20110623 GOOD             GEOCAC
 FJ0682
 FJ0682                          STATION DESCRIPTION
 FJ0682
 FJ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0682'IN OKLAHOMA CITY.
 FJ0682'THE MARK IS 1.21 M ABOVE SOUTHWEST 4TH STREET.
 FJ0682'0.3 KM (0.2 MI) WEST ALONG RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0682'OVERPASS OVER RENO AVENUE IN OKLAHOMA CITY, THENCE 0.3 KM (0.2 MI)
 FJ0682'SOUTH ALONG ROBINSON AVENUE, THENCE 0.1 KM (0.05 MI) WEST ALONG
 FJ0682'SOUTHWEST 4TH STREET, SET IN THE TOP OF THE WEST CURB AT THE SOUTH END
 FJ0682'OF THE HARVEY EXIT RAMP OFF INTERSTATE HIGHWAY 40, 36.08 METERS
 FJ0682'(118.4 FT) EAST OF THE EAST FACE OF THE BUERGER BROTHERS GROCERY
 FJ0682'MARKET, 25.90 METERS (85.0 FT) NORTH OF THE NORTH CURB OF SOUTHWEST
 FJ0682'4TH STREET, 75.89 METERS (249.0 FT) SOUTH OF THE SOUTH CURB OF
 FJ0682'SOUTHWEST 3RD STREET, 37.03 METERS (121.5 FT) WEST OF THE WEST CURB OF
 FJ0682'SOUTH ROBINSON AVENUE, 3.35 METERS (11.0 FT) WEST-NORTHWEST OF THE
 FJ0682'CENTER OF THE EXIT RAMP, 1.31 METERS (4.3 FT) NORTH OF THE SOUTH END
 FJ0682'OF THE RAMP AND WEST BANISTER, AND 0.21 METERS (0.7 FT) WEST OF THE
 FJ0682'EAST FACE OF THE WEST CURB.
 FJ0682'THE MARK IS 1.40 METERS  SSW FROM A WITNESS POST.
 FJ0682
 FJ0682                          STATION RECOVERY (1988)
 FJ0682
 FJ0682'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0682'RECOVERED IN GOOD CONDITION.
 FJ0682
 FJ0682                          STATION RECOVERY (1994)
 FJ0682
 FJ0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0682'0.3 KM (0.20 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0682'THE SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 0.3 KM (0.20 MI)
 FJ0682'SOUTHERLY ALONG ROBINSON AVENUE, THENCE 0.1 KM (0.05 MI) WESTERLY
 FJ0682'ALONG SOUTHWEST 4TH STREET, IN THE SOUTH END OF THE WEST CONCRETE
 FJ0682'CURB OF THE HARVEY EXIT RAMP FROM INTERSTATE HIGHWAY 40, 37.0 M
 FJ0682'(121.4 FT) WEST OF THE WEST CURB OF SOUTH ROBINSON AVENUE, 25.9 M
 FJ0682'(85.0 FT) NORTH OF THE NORTH CURB OF SOUTHWEST 4TH STREET, 3.4 M
 FJ0682'(11.2 FT) WEST-NORTHWEST OF THE CENTER OF THE EXIT RAMP, 1.3 M
 FJ0682'(4.3 FT) NORTH OF THE SOUTH END OF THE RAMP AND A WITNESS POST, AND
 FJ0682'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE RAMP.
 FJ0682
 FJ0682                          STATION RECOVERY (1994)
 FJ0682
 FJ0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 FJ0682'0.3 KM (0.20 MI) WESTERLY ALONG RENO AVENUE FROM THE INTERSECTION OF
 FJ0682'THE SANTA FE RAILROAD IN OKLAHOMA CITY, THENCE 0.3 KM (0.20 MI)
 FJ0682'SOUTHERLY ALONG ROBINSON AVENUE, THENCE 0.1 KM (0.05 MI) WESTERLY
 FJ0682'ALONG SOUTHWEST 4TH STREET, IN THE WEST CURB AT THE SOUTH END OF THE
 FJ0682'HARVEY STREET OFF RAMP FOR THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 FJ0682'40, 37.0 M (121.4 FT) WEST OF THE WEST CURB OF ROBINSON AVENUE, 25.9
 FJ0682'M (85.0 FT) NORTH OF THE NORTH CURB OF THE STREET, 3.4 M (11.2 FT)
 FJ0682'WEST-NORTHWEST OF THE CENTER OF THE RAMP, 1.3 M (4.3 FT) NORTH OF A
 FJ0682'WITNESS POST AND THE SOUTH END OF THE RAMP, AND 0.2 M (0.7 FT) ABOVE
 FJ0682'THE LEVEL OF THE RAMP.
 FJ0682
 FJ0682                          STATION RECOVERY (2009)
 FJ0682
 FJ0682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BRY)
 FJ0682'RECOVERED AND CHECKED FLAT WITH OTHER MARKS IN THE AREA. BRYAN HULL,
 FJ0682'E.D. HILL SURVEYING AND ENGINEERING, OKC, OK
 FJ0682
 FJ0682                          STATION RECOVERY (2011)
 FJ0682
 FJ0682'RECOVERY NOTE BY GEOCACHING 2011 (RCF)
 FJ0682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0714 ***********************************************************************
 FJ0714  DESIGNATION -  Y 193
 FJ0714  PID         -  FJ0714
 FJ0714  STATE/COUNTY-  OK/LINCOLN
 FJ0714  COUNTRY     -  US
 FJ0714  USGS QUAD   -  LUTHER SE (2018)
 FJ0714
 FJ0714                         *CURRENT SURVEY CONTROL
 FJ0714  ______________________________________________________________________
 FJ0714* NAD 83(2011) POSITION- 35 30 03.81668(N) 097 04 26.21091(W)   ADJUSTED
 FJ0714* NAD 83(2011) ELLIP HT-   290.151 (meters)        (12/02/24)   ADJUSTED
 FJ0714* NAD 83(2011) EPOCH   -  2010.00
 FJ0714* NAVD 88 ORTHO HEIGHT -   317.472 (meters)     1041.57  (feet) ADJUSTED
 FJ0714  ______________________________________________________________________
 FJ0714  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 FJ0714  NAD 83(2011) X  -   -640,206.309 (meters)                     COMP
 FJ0714  NAD 83(2011) Y  - -5,159,007.721 (meters)                     COMP
 FJ0714  NAD 83(2011) Z  -  3,683,432.236 (meters)                     COMP
 FJ0714  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 FJ0714  DYNAMIC HEIGHT  -        317.171 (meters)     1040.59  (feet) COMP
 FJ0714  MODELED GRAVITY -    979,678.2   (mgal)                       NAVD 88
 FJ0714
 FJ0714  VERT ORDER      -  FIRST     CLASS II
 FJ0714
 FJ0714  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FJ0714  Standards:
 FJ0714         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FJ0714            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FJ0714  -------------------------------------------------------------------
 FJ0714  NETWORK    0.81   1.63           0.34   0.32   0.83     -0.09384813
 FJ0714  -------------------------------------------------------------------
 FJ0714  Click here for local accuracies and other accuracy information.
 FJ0714
 FJ0714.The horizontal coordinates were established by GPS observations
 FJ0714.and adjusted by the OK DEPT OF TRANSP in December 2024.
 FJ0714
 FJ0714.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FJ0714.been affixed to the stable North American tectonic plate. See 
 FJ0714.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FJ0714
 FJ0714.The horizontal coordinates are valid at the epoch date displayed above
 FJ0714.which is a decimal equivalence of Year/Month/Day.
 FJ0714
 FJ0714.The orthometric height was determined by differential leveling and
 FJ0714.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0714.in August 1994.
 FJ0714
 FJ0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0714.GEOID18 height accuracy estimate available here.
 FJ0714
 FJ0714.Click photographs - Photos may exist for this station.
 FJ0714
 FJ0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FJ0714
 FJ0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0714
 FJ0714.The ellipsoidal height was determined by GPS observations
 FJ0714.and is referenced to NAD 83.
 FJ0714
 FJ0714.The dynamic height is computed by dividing the NAVD 88
 FJ0714.geopotential number by the normal gravity value computed on the
 FJ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0714.degrees latitude (g = 980.6199 gals.).
 FJ0714
 FJ0714.The modeled gravity was interpolated from observed gravity values.
 FJ0714
 FJ0714. The following values were computed from the NAD 83(2011) position.
 FJ0714
 FJ0714;                    North         East     Units Scale Factor Converg.
 FJ0714;SPC OK N     -    55,995.112   684,018.859   MT  1.00001256   +0 32 47.4
 FJ0714;SPC OK N     -   183,710.63  2,244,151.87   sFT  1.00001256   +0 32 47.4
 FJ0714;UTM  14      - 3,930,316.492   674,688.182   MT  0.99997607   +1 07 07.6
 FJ0714
 FJ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0714!SPC OK N     -   0.99995446  x   1.00001256  =   0.99996702
 FJ0714!UTM  14      -   0.99995446  x   0.99997607  =   0.99993053
 FJ0714
 FJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7468830316(NAD 83)
 FJ0714
 FJ0714                          SUPERSEDED SURVEY CONTROL
 FJ0714
 FJ0714  NAVD 88 (06/15/91)  317.507  (m)         1041.69   (f) SUPERSEDED  1 2
 FJ0714
 FJ0714.Superseded values are not recommended for survey control.
 FJ0714
 FJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0714.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0714
 FJ0714_MARKER: F = FLANGE-ENCASED ROD
 FJ0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0714_STAMPING: Y 193 1984
 FJ0714_MARK LOGO: NGS
 FJ0714_PROJECTION: RECESSED 5 CENTIMETERS
 FJ0714_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0714+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2022
 FJ0714_ROD/PIPE-DEPTH: 3.7 meters
 FJ0714
 FJ0714  HISTORY     - Date     Condition        Report By
 FJ0714  HISTORY     - 1984     MONUMENTED       NGS
 FJ0714  HISTORY     - 1988     GOOD             USPSQD
 FJ0714  HISTORY     - 1989     GOOD             USPSQD
 FJ0714  HISTORY     - 1990     GOOD             USPSQD
 FJ0714  HISTORY     - 20220519 GOOD             OKDOT
 FJ0714
 FJ0714                          STATION DESCRIPTION
 FJ0714
 FJ0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0714'16.4 KM (10.2 MI) WEST FROM MEEKER.
 FJ0714'16.4 KM (10.2 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0714'MEEKER, 0.3 KM (0.2 MI) WEST OF OAK ROAD LEADING NORTH, AT A WOODEN
 FJ0714'GATE ENTRANCE LEADING TO A PASTURE WITH A STOCK POND, ABOUT 0.16 KM
 FJ0714'(0.1 MI) EAST OF THE TOP OF A LOW HILL, SET BETWEEN TWO WITNESS POSTS,
 FJ0714'13.6 METERS (44.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FJ0714'0.31 METERS (1.0 FT) NORTH OF A FENCE LINE, 6.4 METERS (20.9 FT) EAST
 FJ0714'OF THE CENTER OF A WOODEN GATE, AND 14.5 METERS (47.5 FT) WEST OF A
 FJ0714'POWERLINE POLE.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 FJ0714'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 FJ0714'THE MARK IS 0.61 M BELOW HIGHWAY.
 FJ0714
 FJ0714                          STATION RECOVERY (1988)
 FJ0714
 FJ0714'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0714'RECOVERED IN GOOD CONDITION.
 FJ0714
 FJ0714                          STATION RECOVERY (1989)
 FJ0714
 FJ0714'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0714'RECOVERED IN GOOD CONDITION.
 FJ0714
 FJ0714                          STATION RECOVERY (1990)
 FJ0714
 FJ0714'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0714'RECOVERED IN GOOD CONDITION.
 FJ0714
 FJ0714                          STATION RECOVERY (2022)
 FJ0714
 FJ0714'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MWF)
 FJ0714'MARK RECOVERED IN GOOD CONDITION (KAR).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0750 ***********************************************************************
 FJ0750  DESIGNATION -  Y 195
 FJ0750  PID         -  FJ0750
 FJ0750  STATE/COUNTY-  OK/OKFUSKEE
 FJ0750  COUNTRY     -  US
 FJ0750  USGS QUAD   -  BOLEY (2018)
 FJ0750
 FJ0750                         *CURRENT SURVEY CONTROL
 FJ0750  ______________________________________________________________________
 FJ0750* NAD 83(1986) POSITION- 35 29 10.25   (N) 096 27 56.12   (W)   HD_HELD1
 FJ0750* NAVD 88 ORTHO HEIGHT -   278.753 (meters)      914.54  (feet) ADJUSTED
 FJ0750  ______________________________________________________________________
 FJ0750  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 FJ0750  DYNAMIC HEIGHT  -        278.490 (meters)      913.68  (feet) COMP
 FJ0750  MODELED GRAVITY -    979,684.1   (mgal)                       NAVD 88
 FJ0750
 FJ0750  VERT ORDER      -  FIRST     CLASS II
 FJ0750
 FJ0750.The horizontal coordinates were determined by differentially corrected
 FJ0750.hand held GPS observations or other comparable positioning techniques
 FJ0750.and have an estimated accuracy of +/- 3 meters.
 FJ0750
 FJ0750.The orthometric height was determined by differential leveling and
 FJ0750.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0750.in June 1991.
 FJ0750
 FJ0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0750.GEOID18 height accuracy estimate available here.
 FJ0750
 FJ0750.Click photographs - Photos may exist for this station.
 FJ0750
 FJ0750.The dynamic height is computed by dividing the NAVD 88
 FJ0750.geopotential number by the normal gravity value computed on the
 FJ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0750.degrees latitude (g = 980.6199 gals.).
 FJ0750
 FJ0750.The modeled gravity was interpolated from observed gravity values.
 FJ0750
 FJ0750;                    North         East    Units  Estimated Accuracy
 FJ0750;SPC OK N     -    55,043.8     739,236.4     MT  (+/- 3 meters HH1 GPS) 
 FJ0750
 FJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE2991729913(NAD 83)
 FJ0750
 FJ0750                          SUPERSEDED SURVEY CONTROL
 FJ0750
 FJ0750.No superseded survey control is available for this station.
 FJ0750
 FJ0750_MARKER: DV = VERTICAL CONTROL DISK
 FJ0750_SETTING: 66 = SET IN ROCK OUTCROP
 FJ0750_STAMPING: Y 195 1984
 FJ0750_MARK LOGO: NGS
 FJ0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FJ0750+STABILITY: POSITION/ELEVATION WELL
 FJ0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0750+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0750
 FJ0750  HISTORY     - Date     Condition        Report By
 FJ0750  HISTORY     - 1984     MONUMENTED       NGS
 FJ0750  HISTORY     - 1988     GOOD             USPSQD
 FJ0750  HISTORY     - 1990     GOOD             USPSQD
 FJ0750  HISTORY     - 1990     GOOD             USPSQD
 FJ0750  HISTORY     - 20220629 GOOD             OKDOT
 FJ0750
 FJ0750                          STATION DESCRIPTION
 FJ0750
 FJ0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0750'2.1 KM (1.3 MI) EAST FROM BOLEY.
 FJ0750'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0750'BOLEY, THENCE 1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 62, SET IN THE
 FJ0750'TOP OF A 3- BY 10-FOOT SLOPING OUTCROP LEVEL WITH THE HIGHWAY, TWENTY
 FJ0750'FEET EAST OF THE WEST END OF A HIGHWAY CUT, 1.1 KM (0.7 MI) EAST OF
 FJ0750'THE PRISON ENTRANCE, 0.6 KM (0.4 MI) WEST OF BRIDGE NUMBER 54-02-0999,
 FJ0750'AND 13.72 METERS (45.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 FJ0750'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FJ0750'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FJ0750
 FJ0750                          STATION RECOVERY (1988)
 FJ0750
 FJ0750'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0750'RECOVERED IN GOOD CONDITION.
 FJ0750
 FJ0750                          STATION RECOVERY (1990)
 FJ0750
 FJ0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0750'RECOVERED IN GOOD CONDITION.
 FJ0750
 FJ0750                          STATION RECOVERY (1990)
 FJ0750
 FJ0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0750'RECOVERED IN GOOD CONDITION.
 FJ0750
 FJ0750                          STATION RECOVERY (2022)
 FJ0750
 FJ0750'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0750'MARK RECOVERED IN GOOD CONDITION BUT WILL NEED TREES CUT FOR GPS.  N
 FJ0750'352910.25 W 962756.12.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0774 ***********************************************************************
 FJ0774  DESIGNATION -  Y 196
 FJ0774  PID         -  FJ0774
 FJ0774  STATE/COUNTY-  OK/OKMULGEE
 FJ0774  COUNTRY     -  US
 FJ0774  USGS QUAD   -  PHAROAH (2018)
 FJ0774
 FJ0774                         *CURRENT SURVEY CONTROL
 FJ0774  ______________________________________________________________________
 FJ0774* NAD 83(1986) POSITION- 35 25 52.     (N) 096 02 28.     (W)   SCALED
 FJ0774* NAVD 88 ORTHO HEIGHT -   275.779 (meters)      904.78  (feet) ADJUSTED
 FJ0774  ______________________________________________________________________
 FJ0774  GEOID HEIGHT    -        -29.019 (meters)                     GEOID18
 FJ0774  DYNAMIC HEIGHT  -        275.517 (meters)      903.93  (feet) COMP
 FJ0774  MODELED GRAVITY -    979,676.1   (mgal)                       NAVD 88
 FJ0774
 FJ0774  VERT ORDER      -  FIRST     CLASS II
 FJ0774
 FJ0774.The horizontal coordinates were scaled from a map and have
 FJ0774.an estimated accuracy of +/- 6 seconds.
 FJ0774
 FJ0774.The orthometric height was determined by differential leveling and
 FJ0774.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0774.in June 1991.
 FJ0774
 FJ0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0774.GEOID18 height accuracy estimate available here.
 FJ0774
 FJ0774.Click photographs - Photos may exist for this station.
 FJ0774
 FJ0774.The dynamic height is computed by dividing the NAVD 88
 FJ0774.geopotential number by the normal gravity value computed on the
 FJ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0774.degrees latitude (g = 980.6199 gals.).
 FJ0774
 FJ0774.The modeled gravity was interpolated from observed gravity values.
 FJ0774
 FJ0774;                    North         East    Units  Estimated Accuracy
 FJ0774;SPC OK N     -    49,630.      777,870.      MT  (+/- 180 meters Scaled)
 FJ0774
 FJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE686248(NAD 83)
 FJ0774
 FJ0774                          SUPERSEDED SURVEY CONTROL
 FJ0774
 FJ0774.No superseded survey control is available for this station.
 FJ0774
 FJ0774_MARKER: DV = VERTICAL CONTROL DISK
 FJ0774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FJ0774_SP_SET: BRIDGE PIER
 FJ0774_STAMPING: Y 196 1984
 FJ0774_MARK LOGO: NGS
 FJ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FJ0774+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2007
 FJ0774
 FJ0774  HISTORY     - Date     Condition        Report By
 FJ0774  HISTORY     - 1984     MONUMENTED       NGS
 FJ0774  HISTORY     - 1988     GOOD             USPSQD
 FJ0774  HISTORY     - 1989     GOOD             USPSQD
 FJ0774  HISTORY     - 1990     GOOD             USPSQD
 FJ0774  HISTORY     - 20070601 GOOD             GEOCAC
 FJ0774
 FJ0774                          STATION DESCRIPTION
 FJ0774
 FJ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0774'6.48 KM (4.05 MI) WEST FROM HENRYETTA.
 FJ0774'6.48 KM (4.05 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0774'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, SET VERTICALLY IN THE EAST FACE
 FJ0774'OF THE SOUTH ONE OF THREE BRIDGE PIERS, FIVE FEET ABOVE THE GROUND,
 FJ0774'0.96 KM (0.6 MI) WEST OF MILEPOST NUMBER 237, AND 7.4 METERS (24.2 FT)
 FJ0774'SOUTH OF THE CENTERLINE OF THE HIGHWAY EASTBOUND LANES.
 FJ0774
 FJ0774                          STATION RECOVERY (1988)
 FJ0774
 FJ0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0774'RECOVERED IN GOOD CONDITION.
 FJ0774
 FJ0774                          STATION RECOVERY (1989)
 FJ0774
 FJ0774'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0774'RECOVERED IN GOOD CONDITION.
 FJ0774
 FJ0774                          STATION RECOVERY (1990)
 FJ0774
 FJ0774'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0774'RECOVERED IN GOOD CONDITION.
 FJ0774
 FJ0774                          STATION RECOVERY (2007)
 FJ0774
 FJ0774'RECOVERY NOTE BY GEOCACHING 2007 (MFM)
 FJ0774'FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0861 ***********************************************************************
 FH0861  DESIGNATION -  Y 197
 FH0861  PID         -  FH0861
 FH0861  STATE/COUNTY-  OK/MCINTOSH
 FH0861  COUNTRY     -  US
 FH0861  USGS QUAD   -  PIERCE (2018)
 FH0861
 FH0861                         *CURRENT SURVEY CONTROL
 FH0861  ______________________________________________________________________
 FH0861* NAD 83(1986) POSITION- 35 27 31.1    (N) 095 37 32.8    (W)   HD_HELD2
 FH0861* NAVD 88 ORTHO HEIGHT -   184.890 (meters)      606.59  (feet) ADJUSTED
 FH0861  ______________________________________________________________________
 FH0861  GEOID HEIGHT    -        -29.705 (meters)                     GEOID18
 FH0861  DYNAMIC HEIGHT  -        184.717 (meters)      606.03  (feet) COMP
 FH0861  MODELED GRAVITY -    979,691.6   (mgal)                       NAVD 88
 FH0861
 FH0861  VERT ORDER      -  FIRST     CLASS II
 FH0861
 FH0861.The horizontal coordinates were established by autonomous hand held GPS
 FH0861.observations and have an estimated accuracy of +/- 10 meters.
 FH0861
 FH0861.The orthometric height was determined by differential leveling and
 FH0861.adjusted by the NATIONAL GEODETIC SURVEY
 FH0861.in June 1991.
 FH0861
 FH0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0861.GEOID18 height accuracy estimate available here.
 FH0861
 FH0861.Click photographs - Photos may exist for this station.
 FH0861
 FH0861.The dynamic height is computed by dividing the NAVD 88
 FH0861.geopotential number by the normal gravity value computed on the
 FH0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0861.degrees latitude (g = 980.6199 gals.).
 FH0861
 FH0861.The modeled gravity was interpolated from observed gravity values.
 FH0861
 FH0861;                    North         East    Units  Estimated Accuracy
 FH0861;SPC OK S     -   238,294.      815,514.      MT  (+/- 10 meters HH2 GPS)
 FH0861
 FH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6171027075(NAD 83)
 FH0861
 FH0861                          SUPERSEDED SURVEY CONTROL
 FH0861
 FH0861.No superseded survey control is available for this station.
 FH0861
 FH0861_MARKER: I = METAL ROD
 FH0861_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0861+WITH SETTING: INFORMATION.
 FH0861_STAMPING: Y 197 1984
 FH0861_MARK LOGO: NGS
 FH0861_PROJECTION: FLUSH
 FH0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0861_ROD/PIPE-DEPTH: 1.2 meters
 FH0861
 FH0861  HISTORY     - Date     Condition        Report By
 FH0861  HISTORY     - 1984     MONUMENTED       NGS
 FH0861  HISTORY     - 1988     GOOD             USPSQD
 FH0861  HISTORY     - 1989     GOOD             USPSQD
 FH0861  HISTORY     - 1990     GOOD             USPSQD
 FH0861
 FH0861                          STATION DESCRIPTION
 FH0861
 FH0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0861'9.2 KM (5.7 MI) WEST FROM CHECOTAH.
 FH0861'9.2 KM (5.7 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0861'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, ABOUT 0.5 KM
 FH0861'(0.3 MI) EAST OF MILEPOST NUMBER 260, 34.1 METERS (112.0 FT) SOUTH OF
 FH0861'THE CENTERLINE OF INTERSTATE 40 EASTBOUND LANES, 2.0 METERS (6.5 FT)
 FH0861'NORTH OF A POWERLINE POLE WITH TRANSFORMER NUMBER 119 43 ATTACHED,
 FH0861'23.2 METERS (76.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 FH0861'SOUTHWEST WINGWALL OF A 3-FOOT DIAMETER PIPE CULVERT, 1.2 METERS
 FH0861'(4.0 FT) NORTH OF A RIGHT-OF-WAY FENCE LINE, AND 1.4 METERS (4.5 FT)
 FH0861'NORTHWEST OF A WITNESS POST.  NOTE, TWO SETS OF WITNESS POSTS ARE AT
 FH0861'THIS STATION.  NOTE, DRIVEN TO REFUSAL.
 FH0861'THE MARK IS 1.4 METERS  NE FROM A WITNESS POST.
 FH0861'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FH0861
 FH0861                          STATION RECOVERY (1988)
 FH0861
 FH0861'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0861'RECOVERED IN GOOD CONDITION.
 FH0861
 FH0861                          STATION RECOVERY (1989)
 FH0861
 FH0861'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0861'RECOVERED IN GOOD CONDITION.
 FH0861
 FH0861                          STATION RECOVERY (1990)
 FH0861
 FH0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0906 ***********************************************************************
 FH0906  DESIGNATION -  Y 199
 FH0906  PID         -  FH0906
 FH0906  STATE/COUNTY-  OK/SEQUOYAH
 FH0906  COUNTRY     -  US
 FH0906  USGS QUAD   -  SALLISAW (2019)
 FH0906
 FH0906                         *CURRENT SURVEY CONTROL
 FH0906  ______________________________________________________________________
 FH0906* NAD 83(1986) POSITION- 35 26 53.64   (N) 094 48 19.68   (W)   HD_HELD1
 FH0906* NAVD 88 ORTHO HEIGHT -   167.088 (meters)      548.19  (feet) ADJUSTED
 FH0906  ______________________________________________________________________
 FH0906  GEOID HEIGHT    -        -30.016 (meters)                     GEOID18
 FH0906  DYNAMIC HEIGHT  -        166.931 (meters)      547.67  (feet) COMP
 FH0906  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FH0906
 FH0906  VERT ORDER      -  FIRST     CLASS II
 FH0906
 FH0906.The horizontal coordinates were determined by differentially corrected
 FH0906.hand held GPS observations or other comparable positioning techniques
 FH0906.and have an estimated accuracy of +/- 3 meters.
 FH0906
 FH0906.The orthometric height was determined by differential leveling and
 FH0906.adjusted by the NATIONAL GEODETIC SURVEY
 FH0906.in June 1991.
 FH0906
 FH0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0906.GEOID18 height accuracy estimate available here.
 FH0906
 FH0906.Click photographs - Photos may exist for this station.
 FH0906
 FH0906.The dynamic height is computed by dividing the NAVD 88
 FH0906.geopotential number by the normal gravity value computed on the
 FH0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0906.degrees latitude (g = 980.6199 gals.).
 FH0906
 FH0906.The modeled gravity was interpolated from observed gravity values.
 FH0906
 FH0906;                    North         East    Units  Estimated Accuracy
 FH0906;SPC OK N     -    54,504.3     889,978.4     MT  (+/- 3 meters HH1 GPS) 
 FH0906
 FH0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3614224249(NAD 83)
 FH0906
 FH0906                          SUPERSEDED SURVEY CONTROL
 FH0906
 FH0906.No superseded survey control is available for this station.
 FH0906
 FH0906_MARKER: DV = VERTICAL CONTROL DISK
 FH0906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0906_SP_SET: PIER
 FH0906_STAMPING: Y 199 1984
 FH0906_MARK LOGO: NGS
 FH0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0906+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0906
 FH0906  HISTORY     - Date     Condition        Report By
 FH0906  HISTORY     - 1984     MONUMENTED       NGS
 FH0906  HISTORY     - 1988     GOOD             USPSQD
 FH0906  HISTORY     - 1989     GOOD             USPSQD
 FH0906  HISTORY     - 1990     GOOD             USPSQD
 FH0906  HISTORY     - 19970401 GOOD             NGS
 FH0906  HISTORY     - 20020815 GOOD             OKDOT
 FH0906  HISTORY     - 20220801 GOOD             OKDOT
 FH0906
 FH0906                          STATION DESCRIPTION
 FH0906
 FH0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0906'1.6 KM (1.0 MI) SW FROM SALLISAW.
 FH0906'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND U.S.
 FH0906'HIGHWAY 59 (ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF SALLISAW), SET
 FH0906'VERTICALLY IN THE WEST SIDE OF THE NORTH ONE OF TWO PIERS ON THE EAST
 FH0906'SIDE OF U.S. HIGHWAY 59, UNDER INTERSTATE 40 WESTBOUND LANES, ABOUT
 FH0906'1.58 METERS (5.2 FT) ABOVE THE GROUND, AND 7.37 METERS (24.2 FT) EAST
 FH0906'OF THE CENTERLINE OF U.S. HIGHWAY 59.
 FH0906
 FH0906                          STATION RECOVERY (1988)
 FH0906
 FH0906'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0906'RECOVERED IN GOOD CONDITION.
 FH0906
 FH0906                          STATION RECOVERY (1989)
 FH0906
 FH0906'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0906'RECOVERED IN GOOD CONDITION.
 FH0906
 FH0906                          STATION RECOVERY (1990)
 FH0906
 FH0906'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0906'RECOVERED IN GOOD CONDITION.
 FH0906
 FH0906                          STATION RECOVERY (1997)
 FH0906
 FH0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0906'IN SALLISAW, AT THE INTERSECTION OF U.S.  HIGHWAY 59 AND INTERSTATE
 FH0906'HIGHWAY 40 (EXIT 308) , SET VERTICALLY IN THE WEST FACE OF THE MOST
 FH0906'NORTHERLY COLUMN OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF THE
 FH0906'WESTBOUND INTERSTATE OVERPASS OF THE U.S.  HIGHWAY, 6.4 M (21.0 FT)
 FH0906'EAST OF THE CENTER OF HIGHWAY 59, 3.3 M (10.8 FT) NORTH OF THE CENTER
 FH0906'OF THE WESTBOUND LANES OF THE INTERSTATE HIGHWAY, AND 1.6 M (5.2 FT)
 FH0906'ABOVE THE LEVEL OF THE HIGHWAY.
 FH0906
 FH0906                          STATION RECOVERY (2002)
 FH0906
 FH0906'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002
 FH0906'RECOVERED IN GOOD CONDITION.
 FH0906
 FH0906                          STATION RECOVERY (2022)
 FH0906
 FH0906'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0197 ***********************************************************************
 FK0197  DESIGNATION -  Y 2
 FK0197  PID         -  FK0197
 FK0197  STATE/COUNTY-  OK/CUSTER
 FK0197  COUNTRY     -  US
 FK0197  USGS QUAD   -  CLINTON (2018)
 FK0197
 FK0197                         *CURRENT SURVEY CONTROL
 FK0197  ______________________________________________________________________
 FK0197* NAD 83(1986) POSITION- 35 32 16.     (N) 098 55 08.     (W)   SCALED
 FK0197* NAVD 88 ORTHO HEIGHT -   466.558 (meters)     1530.70  (feet) POSTED
 FK0197  ______________________________________________________________________
 FK0197  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 FK0197  DYNAMIC HEIGHT  -        466.09  (meters)     1529.2   (feet) COMP
 FK0197  MODELED GRAVITY -    979,620.0   (mgal)                       NAVD 88
 FK0197
 FK0197  VERT ORDER      -  * POSTED, SEE BELOW
 FK0197
 FK0197.The horizontal coordinates were scaled from a map and have
 FK0197.an estimated accuracy of +/- 6 seconds.
 FK0197
 FK0197.The orthometric height was determined by differential leveling
 FK0197.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FK0197
 FK0197.* This is a POSTED BENCH MARK height.
 FK0197
 FK0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0197.GEOID18 height accuracy estimate available here.
 FK0197
 FK0197.Click photographs - Photos may exist for this station.
 FK0197
 FK0197.The dynamic height is computed by dividing the NAVD 88
 FK0197.geopotential number by the normal gravity value computed on the
 FK0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0197.degrees latitude (g = 980.6199 gals.).
 FK0197
 FK0197.The modeled gravity was interpolated from observed gravity values.
 FK0197
 FK0197;                    North         East    Units  Estimated Accuracy
 FK0197;SPC OK N     -    60,060.      516,670.      MT  (+/- 180 meters Scaled)
 FK0197
 FK0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE073326(NAD 83)
 FK0197
 FK0197                          SUPERSEDED SURVEY CONTROL
 FK0197
 FK0197.No superseded survey control is available for this station.
 FK0197
 FK0197_MARKER: P = PIPE CAP
 FK0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FK0197_STAMPING: 1530.046
 FK0197_MARK LOGO: CGS
 FK0197_MAGNETIC: P = MARKER IS A STEEL PIPE
 FK0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0197
 FK0197  HISTORY     - Date     Condition        Report By
 FK0197  HISTORY     - 1909     MONUMENTED       CGS
 FK0197  HISTORY     - 1953     MARK NOT FOUND   CGS
 FK0197
 FK0197                          STATION DESCRIPTION
 FK0197
 FK0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0197'3.8 MI W FROM INDIANAPOLIS.
 FK0197'3.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 FK0197'FROM INDIANAPOLIS, CUSTER COUNTY, ABOUT 650 FEET SOUTHWEST OF
 FK0197'PILE TRESTLE 5768 OVER TURTLE CREEK, AT THE HIGHWAY CROSSING
 FK0197'NEAR MILEPOST 577, ABOUT 105 FEET NORTHWEST OF THE CENTER LINE
 FK0197'OF THE MAIN TRACK, AND AT THE NORTH LINE OF THE HIGHWAY.  A
 FK0197'STANDARD CAP, STAMPED 1530.046 AND FASTENED ON THE TOP OF A
 FK0197'3-1/2-INCH IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1331 ***********************************************************************
 GL1331  DESIGNATION -  Y 202
 GL1331  PID         -  GL1331
 GL1331  STATE/COUNTY-  OK/CIMARRON
 GL1331  COUNTRY     -  US
 GL1331  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1331
 GL1331                         *CURRENT SURVEY CONTROL
 GL1331  ______________________________________________________________________
 GL1331* NAD 83(1986) POSITION- 36 57 11.     (N) 102 31 23.     (W)   SCALED
 GL1331* NAVD 88 ORTHO HEIGHT -  1200.920 (meters)     3940.02  (feet) ADJUSTED
 GL1331  ______________________________________________________________________
 GL1331  GEOID HEIGHT    -        -23.694 (meters)                     GEOID18
 GL1331  DYNAMIC HEIGHT  -       1199.632 (meters)     3935.79  (feet) COMP
 GL1331  MODELED GRAVITY -    979,517.7   (mgal)                       NAVD 88
 GL1331
 GL1331  VERT ORDER      -  FIRST     CLASS II
 GL1331
 GL1331.The horizontal coordinates were scaled from a map and have
 GL1331.an estimated accuracy of +/- 6 seconds.
 GL1331
 GL1331.The orthometric height was determined by differential leveling and
 GL1331.adjusted by the NATIONAL GEODETIC SURVEY
 GL1331.in June 1991.
 GL1331
 GL1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1331.GEOID18 height accuracy estimate available here.
 GL1331
 GL1331.Click photographs - Photos may exist for this station.
 GL1331
 GL1331.The dynamic height is computed by dividing the NAVD 88
 GL1331.geopotential number by the normal gravity value computed on the
 GL1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1331.degrees latitude (g = 980.6199 gals.).
 GL1331
 GL1331.The modeled gravity was interpolated from observed gravity values.
 GL1331
 GL1331;                    North         East    Units  Estimated Accuracy
 GL1331;SPC OK N     -   226,090.      197,280.      MT  (+/- 180 meters Scaled)
 GL1331
 GL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA205925(NAD 83)
 GL1331
 GL1331                          SUPERSEDED SURVEY CONTROL
 GL1331
 GL1331.No superseded survey control is available for this station.
 GL1331
 GL1331_MARKER: DV = VERTICAL CONTROL DISK
 GL1331_SETTING: 66 = SET IN ROCK OUTCROP
 GL1331_STAMPING: Y 202 1985
 GL1331_MARK LOGO: NGS
 GL1331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1331+STABILITY: POSITION/ELEVATION WELL
 GL1331
 GL1331  HISTORY     - Date     Condition        Report By
 GL1331  HISTORY     - 1985     MONUMENTED       NGS
 GL1331
 GL1331                          STATION DESCRIPTION
 GL1331
 GL1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1331'25.0 KM (15.55 MI) NORT FROM BOISE CITY.
 GL1331'25.0 KM (15.55 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 GL1331'COURTHOUSE IN BOISE CITY, IN THE CENTER OF A 30 BY 60 FOOT EXPOSED
 GL1331'AREA OF OUTCROPPING BEDROCK, 77.0 M (252.6 FT) SOUTH OF THE SOUTHWEST
 GL1331'CORNER OF A CULVERT, AND 21.0 M (68.9 M (68.9 FT) WEST OF THE
 GL1331'CENTERLINE OF THE HIGHWAY.
 GL1331'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GL1331'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1134 ***********************************************************************
 DM1134  DESIGNATION -  Y 203
 DM1134  PID         -  DM1134
 DM1134  STATE/COUNTY-  OK/MCCURTAIN
 DM1134  COUNTRY     -  US
 DM1134  USGS QUAD   -  GARVIN (2019)
 DM1134
 DM1134                         *CURRENT SURVEY CONTROL
 DM1134  ______________________________________________________________________
 DM1134* NAD 83(1986) POSITION- 33 56 19.     (N) 094 54 34.     (W)   SCALED
 DM1134* NAVD 88 ORTHO HEIGHT -   158.418 (meters)      519.74  (feet) ADJUSTED
 DM1134  ______________________________________________________________________
 DM1134  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 DM1134  DYNAMIC HEIGHT  -        158.257 (meters)      519.21  (feet) COMP
 DM1134  MODELED GRAVITY -    979,619.6   (mgal)                       NAVD 88
 DM1134
 DM1134  VERT ORDER      -  FIRST     CLASS II
 DM1134
 DM1134.The horizontal coordinates were scaled from a map and have
 DM1134.an estimated accuracy of +/- 6 seconds.
 DM1134
 DM1134.The orthometric height was determined by differential leveling and
 DM1134.adjusted by the NATIONAL GEODETIC SURVEY
 DM1134.in June 1991.
 DM1134
 DM1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1134.GEOID18 height accuracy estimate available here.
 DM1134
 DM1134.Click photographs - Photos may exist for this station.
 DM1134
 DM1134.The dynamic height is computed by dividing the NAVD 88
 DM1134.geopotential number by the normal gravity value computed on the
 DM1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1134.degrees latitude (g = 980.6199 gals.).
 DM1134
 DM1134.The modeled gravity was interpolated from observed gravity values.
 DM1134
 DM1134;                    North         East    Units  Estimated Accuracy
 DM1134;SPC OK S     -    71,510.      885,680.      MT  (+/- 180 meters Scaled)
 DM1134
 DM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT235569(NAD 83)
 DM1134
 DM1134                          SUPERSEDED SURVEY CONTROL
 DM1134
 DM1134.No superseded survey control is available for this station.
 DM1134
 DM1134_MARKER: I = METAL ROD
 DM1134_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1134+WITH SETTING: INFORMATION.
 DM1134_STAMPING: Y 203 1986
 DM1134_MARK LOGO: NGS
 DM1134_PROJECTION: FLUSH
 DM1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1134_ROD/PIPE-DEPTH: 1.2 meters
 DM1134
 DM1134  HISTORY     - Date     Condition        Report By
 DM1134  HISTORY     - 1986     MONUMENTED       NGS
 DM1134
 DM1134                          STATION DESCRIPTION
 DM1134
 DM1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1134'10.3 KM (6.4 MI) WEST FROM IDABEL.
 DM1134'10.3 KM (6.4 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1134'U.S. HIGHWAY 259 IN IDABEL, 30.5 M (100.1 FT) NORTHEAST OF THE
 DM1134'CENTERLINE OF THE HIGHWAY, 22.5 M (73.8 FT) SOUTHEAST OF THE CENTER OF
 DM1134'A DRIVEWAY LEADING NORTH TO THE C. D. KING RESIDENCE, AND 11.3 M
 DM1134'(36.1 FT) NORTHWEST OF A UTILITY POLE AND PEDESTAL NUMBER 347 4703.
 DM1134'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1134'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DM1134'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0589 ***********************************************************************
 GH0589  DESIGNATION -  Y 204
 GH0589  PID         -  GH0589
 GH0589  STATE/COUNTY-  OK/KINGFISHER
 GH0589  COUNTRY     -  US
 GH0589  USGS QUAD   -  HENNESSEY (2018)
 GH0589
 GH0589                         *CURRENT SURVEY CONTROL
 GH0589  ______________________________________________________________________
 GH0589* NAD 83(1986) POSITION- 36 00 03.     (N) 097 54 31.     (W)   SCALED
 GH0589* NAVD 88 ORTHO HEIGHT -   330.985 (meters)     1085.91  (feet) ADJUSTED
 GH0589  ______________________________________________________________________
 GH0589  GEOID HEIGHT    -        -27.355 (meters)                     GEOID18
 GH0589  DYNAMIC HEIGHT  -        330.686 (meters)     1084.93  (feet) COMP
 GH0589  MODELED GRAVITY -    979,719.5   (mgal)                       NAVD 88
 GH0589
 GH0589  VERT ORDER      -  FIRST     CLASS II
 GH0589
 GH0589.The horizontal coordinates were scaled from a map and have
 GH0589.an estimated accuracy of +/- 6 seconds.
 GH0589
 GH0589.The orthometric height was determined by differential leveling and
 GH0589.adjusted by the NATIONAL GEODETIC SURVEY
 GH0589.in June 1991.
 GH0589
 GH0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0589.GEOID18 height accuracy estimate available here.
 GH0589
 GH0589.Click photographs - Photos may exist for this station.
 GH0589
 GH0589.The dynamic height is computed by dividing the NAVD 88
 GH0589.geopotential number by the normal gravity value computed on the
 GH0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0589.degrees latitude (g = 980.6199 gals.).
 GH0589
 GH0589.The modeled gravity was interpolated from observed gravity values.
 GH0589
 GH0589;                    North         East    Units  Estimated Accuracy
 GH0589;SPC OK N     -   111,050.      608,240.      MT  (+/- 180 meters Scaled)
 GH0589
 GH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE983845(NAD 83)
 GH0589
 GH0589                          SUPERSEDED SURVEY CONTROL
 GH0589
 GH0589  NGVD 29 (04/22/92)  330.820  (m)         1085.37   (f) ADJUSTED    1 2
 GH0589
 GH0589.Superseded values are not recommended for survey control.
 GH0589
 GH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0589.See file dsdata.pdf to determine how the superseded data were derived.
 GH0589
 GH0589_MARKER: I = METAL ROD
 GH0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0589_STAMPING: Y 204 1985
 GH0589_MARK LOGO: NGS
 GH0589_PROJECTION: FLUSH
 GH0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0589_ROD/PIPE-DEPTH: 14.6 meters
 GH0589
 GH0589  HISTORY     - Date     Condition        Report By
 GH0589  HISTORY     - 1985     MONUMENTED       NGS
 GH0589
 GH0589                          STATION DESCRIPTION
 GH0589
 GH0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0589'2.2 KM (1.35 MI) NORTH FROM DOVER.
 GH0589'2.19 KM (1.36 MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0589'DOVER, AT THE EAST END OF A LOW CUT, IN THE NORTHWEST CORNER OF THE
 GH0589'JUNCTION OF A PAVED SECTION LINE ROAD LEADING EAST AND A GRAVEL
 GH0589'SECTION LINE ROAD LEADING WEST, 96.9 METERS (318 FT) WEST OF THE
 GH0589'HIGHWAY CENTERLINE, 9.8 METERS (32 FT) NORTH OF THE CENTER OF THE
 GH0589'ROAD, 20.0 METERS (65.5 FT) EAST OF A POWER POLE AT THE TOP OF THE
 GH0589'CUT, 5.0 METERS (16.5 FT) EAST OF THE T JUNCTION IN THE EAST-WEST
 GH0589'FENCE, 0.9 METER (3 FT) WEST OF THE WEST END OF A WIRE GATE IN THE
 GH0589'EAST-WEST FENCE AND 0.2 METER (0.8 FT) SOUTH OF THE FENCE.
 GH0589'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0589'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GH0589'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0581 ***********************************************************************
 GH0581  DESIGNATION -  Y 205
 GH0581  PID         -  GH0581
 GH0581  STATE/COUNTY-  OK/GRANT
 GH0581  COUNTRY     -  US
 GH0581  USGS QUAD   -  POND CREEK (2018)
 GH0581
 GH0581                         *CURRENT SURVEY CONTROL
 GH0581  ______________________________________________________________________
 GH0581* NAD 83(1986) POSITION- 36 42 35.     (N) 097 48 13.     (W)   SCALED
 GH0581* NAVD 88 ORTHO HEIGHT -   318.997 (meters)     1046.58  (feet) ADJUSTED
 GH0581  ______________________________________________________________________
 GH0581  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 GH0581  DYNAMIC HEIGHT  -        318.729 (meters)     1045.70  (feet) COMP
 GH0581  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 GH0581
 GH0581  VERT ORDER      -  FIRST     CLASS II
 GH0581
 GH0581.The horizontal coordinates were scaled from a map and have
 GH0581.an estimated accuracy of +/- 6 seconds.
 GH0581
 GH0581.The orthometric height was determined by differential leveling and
 GH0581.adjusted by the NATIONAL GEODETIC SURVEY
 GH0581.in June 1991.
 GH0581
 GH0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0581.GEOID18 height accuracy estimate available here.
 GH0581
 GH0581.Click photographs - Photos may exist for this station.
 GH0581
 GH0581.The dynamic height is computed by dividing the NAVD 88
 GH0581.geopotential number by the normal gravity value computed on the
 GH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0581.degrees latitude (g = 980.6199 gals.).
 GH0581
 GH0581.The modeled gravity was interpolated from observed gravity values.
 GH0581
 GH0581;                    North         East    Units  Estimated Accuracy
 GH0581;SPC OK N     -   189,720.      617,550.      MT  (+/- 180 meters Scaled)
 GH0581
 GH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF068633(NAD 83)
 GH0581
 GH0581                          SUPERSEDED SURVEY CONTROL
 GH0581
 GH0581  NGVD 29 (04/22/92)  318.850  (m)         1046.09   (f) ADJUSTED    1 2
 GH0581
 GH0581.Superseded values are not recommended for survey control.
 GH0581
 GH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0581.See file dsdata.pdf to determine how the superseded data were derived.
 GH0581
 GH0581_MARKER: I = METAL ROD
 GH0581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0581_STAMPING: Y 205 1985
 GH0581_MARK LOGO: NGS
 GH0581_PROJECTION: FLUSH
 GH0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0581_ROD/PIPE-DEPTH: 15.2 meters
 GH0581
 GH0581  HISTORY     - Date     Condition        Report By
 GH0581  HISTORY     - 1985     MONUMENTED       NGS
 GH0581
 GH0581                          STATION DESCRIPTION
 GH0581
 GH0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0581'5.2 KM (3.25 MI) NORTH FROM PONDCREEK.
 GH0581'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0581'PONDCREEK, THENCE 4.7 KM (2.9 MI) NORTH ALONG US HIGHWAY 81,
 GH0581'20.8 METERS (68.2 FT) EAST OF THE HIGHWAY CENTERLINE, 14.4 METERS
 GH0581'(47.5 FT) NORTH OF THE CENTER OF A DIRT ROAD, 4.7 METERS (15.3 FT)
 GH0581'NORTH OF A POWER POLE, 4.5 METERS (14.8 FT) NORTH OF A FENCE CORNER
 GH0581'AND 0.3 METER (0.9 FT) WEST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT
 GH0581'IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0581'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GH0581'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0421 ***********************************************************************
 GJ0421  DESIGNATION -  Y 206
 GJ0421  PID         -  GJ0421
 GJ0421  STATE/COUNTY-  OK/GRANT
 GJ0421  COUNTRY     -  US
 GJ0421  USGS QUAD   -  MANCHESTER (2018)
 GJ0421
 GJ0421                         *CURRENT SURVEY CONTROL
 GJ0421  ______________________________________________________________________
 GJ0421* NAD 83(1986) POSITION- 36 53 54.     (N) 098 02 13.     (W)   SCALED
 GJ0421* NAVD 88 ORTHO HEIGHT -   353.674 (meters)     1160.35  (feet) ADJUSTED
 GJ0421  ______________________________________________________________________
 GJ0421  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 GJ0421  DYNAMIC HEIGHT  -        353.379 (meters)     1159.38  (feet) COMP
 GJ0421  MODELED GRAVITY -    979,787.6   (mgal)                       NAVD 88
 GJ0421
 GJ0421  VERT ORDER      -  FIRST     CLASS II
 GJ0421
 GJ0421.The horizontal coordinates were scaled from a map and have
 GJ0421.an estimated accuracy of +/- 6 seconds.
 GJ0421
 GJ0421.The orthometric height was determined by differential leveling and
 GJ0421.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0421.in June 1991.
 GJ0421
 GJ0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0421.GEOID18 height accuracy estimate available here.
 GJ0421
 GJ0421.Click photographs - Photos may exist for this station.
 GJ0421
 GJ0421.The dynamic height is computed by dividing the NAVD 88
 GJ0421.geopotential number by the normal gravity value computed on the
 GJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0421.degrees latitude (g = 980.6199 gals.).
 GJ0421
 GJ0421.The modeled gravity was interpolated from observed gravity values.
 GJ0421
 GJ0421;                    North         East    Units  Estimated Accuracy
 GJ0421;SPC OK N     -   210,640.      596,710.      MT  (+/- 180 meters Scaled)
 GJ0421
 GJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF858840(NAD 83)
 GJ0421
 GJ0421                          SUPERSEDED SURVEY CONTROL
 GJ0421
 GJ0421.No superseded survey control is available for this station.
 GJ0421
 GJ0421_MARKER: I = METAL ROD
 GJ0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0421_STAMPING: Y 206 1985
 GJ0421_MARK LOGO: NGS
 GJ0421_PROJECTION: FLUSH
 GJ0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0421_ROD/PIPE-DEPTH: 3.7 meters
 GJ0421
 GJ0421  HISTORY     - Date     Condition        Report By
 GJ0421  HISTORY     - 1985     MONUMENTED       NGS
 GJ0421
 GJ0421                          STATION DESCRIPTION
 GJ0421
 GJ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0421'10.8 KM (6.7 MI) SOUTH FROM MANCHESTER.
 GJ0421'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GJ0421'MANCHESTER, THENCE 10.58 KM (6.58 MI) SOUTH ALONG STATE HIGHWAY 132,
 GJ0421'IN THE SOUTHEAST CORNER OF THE JUNCTION OF A GRAVEL SECTION LINE ROAD,
 GJ0421'1.58 KM (0.98 MI) NORTH OF THE T JUNCTION OF A PAVED ROAD LEADING EAST
 GJ0421'TO WAKITA, 44.2 METERS (145 FT) EAST OF THE HIGHWAY CENTERLINE,
 GJ0421'7.0 METERS (23 FT) SOUTH OF THE CENTER OF THE ROAD, 52.3 METERS (171.5
 GJ0421'FT) NORTH OF THE NORTHWEST CORNER OF AN OLD ABANDON HOUSE, 24.2 METERS
 GJ0421'(79.5 FT) EAST OF A WATER LINE MARKER AND 0.3 METER (1 FT) NORTH OF AN
 GJ0421'EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GJ0421'LOGO CAP.
 GJ0421'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GJ0421'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1144 ***********************************************************************
 DM1144  DESIGNATION -  Y 208
 DM1144  PID         -  DM1144
 DM1144  STATE/COUNTY-  OK/CHOCTAW
 DM1144  COUNTRY     -  US
 DM1144  USGS QUAD   -  SHOALS (2018)
 DM1144
 DM1144                         *CURRENT SURVEY CONTROL
 DM1144  ______________________________________________________________________
 DM1144* NAD 83(1986) POSITION- 33 59 50.     (N) 095 27 00.     (W)   SCALED
 DM1144* NAVD 88 ORTHO HEIGHT -   150.136 (meters)      492.57  (feet) ADJUSTED
 DM1144  ______________________________________________________________________
 DM1144  GEOID HEIGHT    -        -28.976 (meters)                     GEOID18
 DM1144  DYNAMIC HEIGHT  -        149.976 (meters)      492.05  (feet) COMP
 DM1144  MODELED GRAVITY -    979,568.5   (mgal)                       NAVD 88
 DM1144
 DM1144  VERT ORDER      -  FIRST     CLASS II
 DM1144
 DM1144.The horizontal coordinates were scaled from a map and have
 DM1144.an estimated accuracy of +/- 6 seconds.
 DM1144
 DM1144.The orthometric height was determined by differential leveling and
 DM1144.adjusted by the NATIONAL GEODETIC SURVEY
 DM1144.in June 1991.
 DM1144
 DM1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1144.GEOID18 height accuracy estimate available here.
 DM1144
 DM1144.Click photographs - Photos may exist for this station.
 DM1144
 DM1144.The dynamic height is computed by dividing the NAVD 88
 DM1144.geopotential number by the normal gravity value computed on the
 DM1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1144.degrees latitude (g = 980.6199 gals.).
 DM1144
 DM1144.The modeled gravity was interpolated from observed gravity values.
 DM1144
 DM1144;                    North         East    Units  Estimated Accuracy
 DM1144;SPC OK S     -    76,620.      835,560.      MT  (+/- 180 meters Scaled)
 DM1144
 DM1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT737645(NAD 83)
 DM1144
 DM1144                          SUPERSEDED SURVEY CONTROL
 DM1144
 DM1144.No superseded survey control is available for this station.
 DM1144
 DM1144_MARKER: I = METAL ROD
 DM1144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1144+WITH SETTING: INFORMATION.
 DM1144_STAMPING: Y 208 1986
 DM1144_MARK LOGO: NGS
 DM1144_PROJECTION: FLUSH
 DM1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1144_ROD/PIPE-DEPTH: 1.8 meters
 DM1144
 DM1144  HISTORY     - Date     Condition        Report By
 DM1144  HISTORY     - 1986     MONUMENTED       NGS
 DM1144
 DM1144                          STATION DESCRIPTION
 DM1144
 DM1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1144'6.5 KM (4.05 MI) EAST FROM HUGO.
 DM1144'6.5 KM (4.05 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1144'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 24.2 M (79.4 FT) WEST OF THE
 DM1144'CENTER OF A DRIVEWAY LEADING NORTHEAST TO A HOUSE, 16.8 M (55.1 FT)
 DM1144'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 14.6 M (47.9 FT) WEST OF
 DM1144'UTILITY PEDESTAL NUMBER 100 14.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1144'THROUGH A 5-INCH LOGO CAP.
 DM1144'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1144'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0808 ***********************************************************************
 EK0808  DESIGNATION -  Y 209
 EK0808  PID         -  EK0808
 EK0808  STATE/COUNTY-  OK/BRYAN
 EK0808  COUNTRY     -  US
 EK0808  USGS QUAD   -  BOSWELL SW (2018)
 EK0808
 EK0808                         *CURRENT SURVEY CONTROL
 EK0808  ______________________________________________________________________
 EK0808* NAD 83(1986) POSITION- 34 01 34.     (N) 095 57 19.     (W)   SCALED
 EK0808* NAVD 88 ORTHO HEIGHT -   200.339 (meters)      657.28  (feet) ADJUSTED
 EK0808  ______________________________________________________________________
 EK0808  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 EK0808  DYNAMIC HEIGHT  -        200.130 (meters)      656.59  (feet) COMP
 EK0808  MODELED GRAVITY -    979,591.4   (mgal)                       NAVD 88
 EK0808
 EK0808  VERT ORDER      -  FIRST     CLASS II
 EK0808
 EK0808.The horizontal coordinates were scaled from a map and have
 EK0808.an estimated accuracy of +/- 6 seconds.
 EK0808
 EK0808.The orthometric height was determined by differential leveling and
 EK0808.adjusted by the NATIONAL GEODETIC SURVEY
 EK0808.in June 1991.
 EK0808
 EK0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0808.GEOID18 height accuracy estimate available here.
 EK0808
 EK0808.Click photographs - Photos may exist for this station.
 EK0808
 EK0808.The dynamic height is computed by dividing the NAVD 88
 EK0808.geopotential number by the normal gravity value computed on the
 EK0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0808.degrees latitude (g = 980.6199 gals.).
 EK0808
 EK0808.The modeled gravity was interpolated from observed gravity values.
 EK0808
 EK0808;                    North         East    Units  Estimated Accuracy
 EK0808;SPC OK S     -    78,760.      788,830.      MT  (+/- 180 meters Scaled)
 EK0808
 EK0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT271689(NAD 83)
 EK0808
 EK0808                          SUPERSEDED SURVEY CONTROL
 EK0808
 EK0808.No superseded survey control is available for this station.
 EK0808
 EK0808_MARKER: I = METAL ROD
 EK0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0808_STAMPING: Y 209 1986
 EK0808_MARK LOGO: NGS
 EK0808_PROJECTION: FLUSH
 EK0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0808_ROD/PIPE-DEPTH: 4.6 meters
 EK0808
 EK0808  HISTORY     - Date     Condition        Report By
 EK0808  HISTORY     - 1986     MONUMENTED       NGS
 EK0808
 EK0808                          STATION DESCRIPTION
 EK0808
 EK0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0808'43.1 KM (26.8 MI) WEST FROM HUGO.
 EK0808'43.1 KM (26.8 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0808'WITH U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, OR 42.9 KM (26.65 MI)
 EK0808'EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH U.S. HIGHWAY 69
 EK0808'BUSINESS ROUTE IN DURANT, 12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF
 EK0808'THE HIGHWAY, 8.1 M (26.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 EK0808'LEADING SOUTH, AND 1.4 M (4.6 FT) EAST OF A FENCE CORNER.
 EK0808'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0808'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EK0808'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0661 ***********************************************************************
 EL0661  DESIGNATION -  Y 210
 EL0661  PID         -  EL0661
 EL0661  STATE/COUNTY-  OK/STEPHENS
 EL0661  COUNTRY     -  US
 EL0661  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0661
 EL0661                         *CURRENT SURVEY CONTROL
 EL0661  ______________________________________________________________________
 EL0661* NAD 83(1986) POSITION- 34 26 56.07   (N) 097 57 53.06   (W)   HD_HELD1
 EL0661* NAVD 88 ORTHO HEIGHT -   321.912 (meters)     1056.14  (feet) ADJUSTED
 EL0661  ______________________________________________________________________
 EL0661  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 EL0661  DYNAMIC HEIGHT  -        321.584 (meters)     1055.06  (feet) COMP
 EL0661  MODELED GRAVITY -    979,608.8   (mgal)                       NAVD 88
 EL0661
 EL0661  VERT ORDER      -  FIRST     CLASS II
 EL0661
 EL0661.The horizontal coordinates were determined by differentially corrected
 EL0661.hand held GPS observations or other comparable positioning techniques
 EL0661.and have an estimated accuracy of +/- 3 meters.
 EL0661
 EL0661.The orthometric height was determined by differential leveling and
 EL0661.adjusted by the NATIONAL GEODETIC SURVEY
 EL0661.in June 1991.
 EL0661
 EL0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0661.GEOID18 height accuracy estimate available here.
 EL0661
 EL0661.Click photographs - Photos may exist for this station.
 EL0661
 EL0661.The dynamic height is computed by dividing the NAVD 88
 EL0661.geopotential number by the normal gravity value computed on the
 EL0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0661.degrees latitude (g = 980.6199 gals.).
 EL0661
 EL0661.The modeled gravity was interpolated from observed gravity values.
 EL0661
 EL0661;                    North         East    Units  Estimated Accuracy
 EL0661;SPC OK S     -   123,743.6     603,240.2     MT  (+/- 3 meters HH1 GPS) 
 EL0661
 EL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9510012417(NAD 83)
 EL0661
 EL0661                          SUPERSEDED SURVEY CONTROL
 EL0661
 EL0661.No superseded survey control is available for this station.
 EL0661
 EL0661_MARKER: I = METAL ROD
 EL0661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0661+WITH SETTING: INFORMATION.
 EL0661_STAMPING: Y 210 1986
 EL0661_MARK LOGO: NGS
 EL0661_PROJECTION: FLUSH
 EL0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0661_ROD/PIPE-DEPTH: 1.2 meters
 EL0661
 EL0661  HISTORY     - Date     Condition        Report By
 EL0661  HISTORY     - 1986     MONUMENTED       NGS
 EL0661
 EL0661                          STATION DESCRIPTION
 EL0661
 EL0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0661'3.6 KM (2.25 MI) SOUTH FROM DUNCAN.
 EL0661'3.6 KM (2.25 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET)
 EL0661'FROM ITS JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, 24.4
 EL0661'M (83.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT)
 EL0661'SOUTH OF THE CENTER OF FULLER ROAD, 4.6 M (15.1 FT) WEST OF A GUY WIRE
 EL0661'ANCHOR, AND 2.6 M (8.5 FT) EAST OF UTILITY POLE NUMNER 5157290299 WITH
 EL0661'A TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 EL0661'LOGO CAP.
 EL0661'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 EL0661'THE MARK IS 1.0 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0687 ***********************************************************************
 EL0687  DESIGNATION -  Y 211
 EL0687  PID         -  EL0687
 EL0687  STATE/COUNTY-  OK/GRADY
 EL0687  COUNTRY     -  US
 EL0687  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0687
 EL0687                         *CURRENT SURVEY CONTROL
 EL0687  ______________________________________________________________________
 EL0687* NAD 83(1986) POSITION- 34 48 22.20   (N) 097 58 02.45   (W)   HD_HELD1
 EL0687* NAVD 88 ORTHO HEIGHT -   414.300 (meters)     1359.25  (feet) ADJUSTED
 EL0687  ______________________________________________________________________
 EL0687  GEOID HEIGHT    -        -26.153 (meters)                     GEOID18
 EL0687  DYNAMIC HEIGHT  -        413.875 (meters)     1357.85  (feet) COMP
 EL0687  MODELED GRAVITY -    979,596.8   (mgal)                       NAVD 88
 EL0687
 EL0687  VERT ORDER      -  FIRST     CLASS II
 EL0687
 EL0687.The horizontal coordinates were determined by differentially corrected
 EL0687.hand held GPS observations or other comparable positioning techniques
 EL0687.and have an estimated accuracy of +/- 3 meters.
 EL0687
 EL0687.The orthometric height was determined by differential leveling and
 EL0687.adjusted by the NATIONAL GEODETIC SURVEY
 EL0687.in June 1991.
 EL0687
 EL0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0687.GEOID18 height accuracy estimate available here.
 EL0687
 EL0687.Click photographs - Photos may exist for this station.
 EL0687
 EL0687.The dynamic height is computed by dividing the NAVD 88
 EL0687.geopotential number by the normal gravity value computed on the
 EL0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0687.degrees latitude (g = 980.6199 gals.).
 EL0687
 EL0687.The modeled gravity was interpolated from observed gravity values.
 EL0687
 EL0687;                    North         East    Units  Estimated Accuracy
 EL0687;SPC OK S     -   163,373.1     602,987.7     MT  (+/- 3 meters HH1 GPS) 
 EL0687
 EL0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9445452033(NAD 83)
 EL0687
 EL0687                          SUPERSEDED SURVEY CONTROL
 EL0687
 EL0687.No superseded survey control is available for this station.
 EL0687
 EL0687_MARKER: DV = VERTICAL CONTROL DISK
 EL0687_SETTING: 66 = SET IN ROCK OUTCROP
 EL0687_STAMPING: Y 211 1986
 EL0687_MARK LOGO: NGS
 EL0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0687+STABILITY: POSITION/ELEVATION WELL
 EL0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0687+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2025
 EL0687
 EL0687  HISTORY     - Date     Condition        Report By
 EL0687  HISTORY     - 1986     MONUMENTED       NGS
 EL0687  HISTORY     - 20250804 GOOD             WHE
 EL0687
 EL0687                          STATION DESCRIPTION
 EL0687
 EL0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0687'28.6 KM (17.8 MI) SOUTH FROM CHICKASHA.
 EL0687'28.6 KM (17.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0687'BUILDING IN IN CHICKSHA, IN THE 3RD LAYER OF EXPOSED BEDROCK ALONG THE
 EL0687'WEST SIDE OF A DRAINAGE DITCH, 0.4 KM (0.25 MI) NORTH OF THE
 EL0687'INTERSECTION OF U.S. HIGHWAY 81 BUSINESS LEADING SOUTHEAST TO RUSH
 EL0687'SPRINGS, 16.9 M (55.4 FT) SOUTHEAST OF THE CENTER 1 OF 3 FENCE BRACE
 EL0687'POSTS, 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 EL0687'LANES OF THE HIGHWAY, 4.7 M (15.4 FT) WEST OF THE CENTER OF THE DITCH.
 EL0687'THE MARK IS 14.7 METERS  E FROM  A WITNESS POST AND FENCE
 EL0687'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EL0687
 EL0687                          STATION RECOVERY (2025)
 EL0687
 EL0687'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2025 (TC)
 EL0687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0970 ***********************************************************************
 DN0970  DESIGNATION -  Y 212
 DN0970  PID         -  DN0970
 DN0970  STATE/COUNTY-  OK/BRYAN
 DN0970  COUNTRY     -  US
 DN0970  USGS QUAD   -  DENISON DAM (2019)
 DN0970
 DN0970                         *CURRENT SURVEY CONTROL
 DN0970  ______________________________________________________________________
 DN0970* NAD 83(1986) POSITION- 33 49 52.3    (N) 096 31 36.1    (W)   HD_HELD2
 DN0970* NAVD 88 ORTHO HEIGHT -   179.610 (meters)      589.27  (feet) ADJUSTED
 DN0970  ______________________________________________________________________
 DN0970  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 DN0970  DYNAMIC HEIGHT  -        179.419 (meters)      588.64  (feet) COMP
 DN0970  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 DN0970
 DN0970  VERT ORDER      -  FIRST     CLASS II
 DN0970
 DN0970.The horizontal coordinates were established by autonomous hand held GPS
 DN0970.observations and have an estimated accuracy of +/- 10 meters.
 DN0970
 DN0970.The orthometric height was determined by differential leveling and
 DN0970.adjusted by the NATIONAL GEODETIC SURVEY
 DN0970.in June 1991.
 DN0970
 DN0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0970.GEOID18 height accuracy estimate available here.
 DN0970
 DN0970.Click photographs - Photos may exist for this station.
 DN0970
 DN0970.The dynamic height is computed by dividing the NAVD 88
 DN0970.geopotential number by the normal gravity value computed on the
 DN0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0970.degrees latitude (g = 980.6199 gals.).
 DN0970
 DN0970.The modeled gravity was interpolated from observed gravity values.
 DN0970
 DN0970;                    North         East    Units  Estimated Accuracy
 DN0970;SPC OK S     -    56,220.      736,378.      MT  (+/- 10 meters HH2 GPS)
 DN0970
 DN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2888246190(NAD 83)
 DN0970
 DN0970                          SUPERSEDED SURVEY CONTROL
 DN0970
 DN0970.No superseded survey control is available for this station.
 DN0970
 DN0970_MARKER: DV = VERTICAL CONTROL DISK
 DN0970_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0970_SP_SET: PIER
 DN0970_STAMPING: Y 212 1986
 DN0970_MARK LOGO: NGS
 DN0970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0970+STABILITY: POSITION/ELEVATION WELL
 DN0970
 DN0970  HISTORY     - Date     Condition        Report By
 DN0970  HISTORY     - 1986     MONUMENTED       NGS
 DN0970
 DN0970                          STATION DESCRIPTION
 DN0970
 DN0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0970'8.4 KM (5.2 MI) NORTH FROM DENISON TX.
 DN0970'8.4 KM (5.2 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH
 DN0970'FARM ROAD 120 IN DENISON, SET VERTICALLY IN THE NORTH 1 OF 2 COLUMNS
 DN0970'OF THE EAST PIER OF A HIGHWAY OVERPASS, AND 7.4 M (24.3 FT) SOUTHEAST
 DN0970'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 DN0970'THE MARK IS 1.5 M ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0653 ***********************************************************************
 EL0653  DESIGNATION -  Y 213
 EL0653  PID         -  EL0653
 EL0653  STATE/COUNTY-  OK/STEPHENS
 EL0653  COUNTRY     -  US
 EL0653  USGS QUAD   -  COMANCHE (2018)
 EL0653
 EL0653                         *CURRENT SURVEY CONTROL
 EL0653  ______________________________________________________________________
 EL0653* NAD 83(1986) POSITION- 34 18 13.     (N) 097 57 53.     (W)   SCALED
 EL0653* NAVD 88 ORTHO HEIGHT -   299.462 (meters)      982.48  (feet) ADJUSTED
 EL0653  ______________________________________________________________________
 EL0653  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 EL0653  DYNAMIC HEIGHT  -        299.162 (meters)      981.50  (feet) COMP
 EL0653  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 EL0653
 EL0653  VERT ORDER      -  FIRST     CLASS II
 EL0653
 EL0653.The horizontal coordinates were scaled from a map and have
 EL0653.an estimated accuracy of +/- 6 seconds.
 EL0653
 EL0653.The orthometric height was determined by differential leveling and
 EL0653.adjusted by the NATIONAL GEODETIC SURVEY
 EL0653.in June 1991.
 EL0653
 EL0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0653.GEOID18 height accuracy estimate available here.
 EL0653
 EL0653.Click photographs - Photos may exist for this station.
 EL0653
 EL0653.The dynamic height is computed by dividing the NAVD 88
 EL0653.geopotential number by the normal gravity value computed on the
 EL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0653.degrees latitude (g = 980.6199 gals.).
 EL0653
 EL0653.The modeled gravity was interpolated from observed gravity values.
 EL0653
 EL0653;                    North         East    Units  Estimated Accuracy
 EL0653;SPC OK S     -   107,630.      603,250.      MT  (+/- 180 meters Scaled)
 EL0653
 EL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC952963(NAD 83)
 EL0653
 EL0653                          SUPERSEDED SURVEY CONTROL
 EL0653
 EL0653.No superseded survey control is available for this station.
 EL0653
 EL0653_MARKER: I = METAL ROD
 EL0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL0653_STAMPING: Y 213 1986
 EL0653_MARK LOGO: NGS
 EL0653_PROJECTION: FLUSH
 EL0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0653_ROD/PIPE-DEPTH: 5.6 meters
 EL0653
 EL0653  HISTORY     - Date     Condition        Report By
 EL0653  HISTORY     - 1986     MONUMENTED       NGS
 EL0653
 EL0653                          STATION DESCRIPTION
 EL0653
 EL0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0653'17.0 KM (10.55 MI) NORTH FROM WAURIKA.
 EL0653'17.0 KM (10.55 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 EL0653'WITH U.S. HIGHWAY 70 IN WAURIKA, 19.7 M (64.6 FT) EAST OF THE
 EL0653'CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) NORTH OF THE CENTER OF A
 EL0653'GRAVELED ROAD LEADING EAST, 6.5 M (21.3 FT) NORTH OF THE CORNER OF A
 EL0653'CONCRETE WALL, AND 0.2 M (0.7 FT) WEST OF A CABLE AND IRON PIPE FENCE.
 EL0653'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0653'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 EL0653'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0795 ***********************************************************************
 FJ0795  DESIGNATION -  Y 214
 FJ0795  PID         -  FJ0795
 FJ0795  STATE/COUNTY-  OK/GRADY
 FJ0795  COUNTRY     -  US
 FJ0795  USGS QUAD   -  POCASSET (2018)
 FJ0795
 FJ0795                         *CURRENT SURVEY CONTROL
 FJ0795  ______________________________________________________________________
 FJ0795* NAD 83(1986) POSITION- 35 13 42.     (N) 097 57 13.     (W)   SCALED
 FJ0795* NAVD 88 ORTHO HEIGHT -   375.075 (meters)     1230.56  (feet) ADJUSTED
 FJ0795  ______________________________________________________________________
 FJ0795  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 FJ0795  DYNAMIC HEIGHT  -        374.700 (meters)     1229.33  (feet) COMP
 FJ0795  MODELED GRAVITY -    979,622.9   (mgal)                       NAVD 88
 FJ0795
 FJ0795  VERT ORDER      -  FIRST     CLASS II
 FJ0795
 FJ0795.The horizontal coordinates were scaled from a map and have
 FJ0795.an estimated accuracy of +/- 6 seconds.
 FJ0795
 FJ0795.The orthometric height was determined by differential leveling and
 FJ0795.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0795.in June 1991.
 FJ0795
 FJ0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0795.GEOID18 height accuracy estimate available here.
 FJ0795
 FJ0795.Click photographs - Photos may exist for this station.
 FJ0795
 FJ0795.The dynamic height is computed by dividing the NAVD 88
 FJ0795.geopotential number by the normal gravity value computed on the
 FJ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0795.degrees latitude (g = 980.6199 gals.).
 FJ0795
 FJ0795.The modeled gravity was interpolated from observed gravity values.
 FJ0795
 FJ0795;                    North         East    Units  Estimated Accuracy
 FJ0795;SPC OK S     -   210,210.      604,220.      MT  (+/- 180 meters Scaled)
 FJ0795
 FJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND952988(NAD 83)
 FJ0795
 FJ0795                          SUPERSEDED SURVEY CONTROL
 FJ0795
 FJ0795.No superseded survey control is available for this station.
 FJ0795
 FJ0795_MARKER: I = METAL ROD
 FJ0795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0795_STAMPING: Y 214 1986
 FJ0795_MARK LOGO: NGS
 FJ0795_PROJECTION: FLUSH
 FJ0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0795_ROD/PIPE-DEPTH: 4.1 meters
 FJ0795
 FJ0795  HISTORY     - Date     Condition        Report By
 FJ0795  HISTORY     - 1986     MONUMENTED       NGS
 FJ0795
 FJ0795                          STATION DESCRIPTION
 FJ0795
 FJ0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0795'21.9 KM (13.6 MI) NORTH FROM CHICKASHA.
 FJ0795'21.9 KM (13.6 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0795'BUILDING IN CHICKASHA, 0.3 KM (0.2 MI) NORTH OF A HIGH TENSION LINE
 FJ0795'CROSSING THE HIGHWAY, 69.8 M (229.0 FT) SOUTH OF A T-FENCE CORNER, AND
 FJ0795'15.1 M (49.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS
 FJ0795'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0795'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 FJ0795'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1384 ***********************************************************************
 FJ1384  DESIGNATION -  Y 215
 FJ1384  PID         -  FJ1384
 FJ1384  STATE/COUNTY-  OK/CLEVELAND
 FJ1384  COUNTRY     -  US
 FJ1384  USGS QUAD   -  NORMAN (2018)
 FJ1384
 FJ1384                         *CURRENT SURVEY CONTROL
 FJ1384  ______________________________________________________________________
 FJ1384* NAD 83(1986) POSITION- 35 13 59.67   (N) 097 27 18.30   (W)   HD_HELD1
 FJ1384* NAVD 88 ORTHO HEIGHT -   362.055 (meters)     1187.84  (feet) ADJUSTED
 FJ1384  ______________________________________________________________________
 FJ1384  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 FJ1384  DYNAMIC HEIGHT  -        361.704 (meters)     1186.69  (feet) COMP
 FJ1384  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 FJ1384
 FJ1384  VERT ORDER      -  FIRST     CLASS II
 FJ1384
 FJ1384.The horizontal coordinates were determined by differentially corrected
 FJ1384.hand held GPS observations or other comparable positioning techniques
 FJ1384.and have an estimated accuracy of +/- 3 meters.
 FJ1384
 FJ1384.The orthometric height was determined by differential leveling and
 FJ1384.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1384.in August 1994.
 FJ1384
 FJ1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1384.GEOID18 height accuracy estimate available here.
 FJ1384
 FJ1384.Click photographs - Photos may exist for this station.
 FJ1384
 FJ1384.The dynamic height is computed by dividing the NAVD 88
 FJ1384.geopotential number by the normal gravity value computed on the
 FJ1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1384.degrees latitude (g = 980.6199 gals.).
 FJ1384
 FJ1384.The modeled gravity was interpolated from observed gravity values.
 FJ1384
 FJ1384;                    North         East    Units  Estimated Accuracy
 FJ1384;SPC OK S     -   210,885.0     649,602.6     MT  (+/- 3 meters HH1 GPS) 
 FJ1384
 FJ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE4058000002(NAD 83)
 FJ1384
 FJ1384                          SUPERSEDED SURVEY CONTROL
 FJ1384
 FJ1384.No superseded survey control is available for this station.
 FJ1384
 FJ1384_MARKER: I = METAL ROD
 FJ1384_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1384+WITH SETTING: INFORMATION.
 FJ1384_STAMPING: Y 215 1994
 FJ1384_MARK LOGO: NGS
 FJ1384_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1384+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1384
 FJ1384  HISTORY     - Date     Condition        Report By
 FJ1384  HISTORY     - 1994     MONUMENTED       NGS
 FJ1384  HISTORY     - 20100617 GOOD             GEOCAC
 FJ1384
 FJ1384                          STATION DESCRIPTION
 FJ1384
 FJ1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1384'IN NORMAN, AT THE INTERSECTION OF WEST ROBINSON STREET AND NEWTON
 FJ1384'DRIVE, NEAR THE SOUTHEAST CORNER OF THE MAX WESTHEIMER AIRPORT
 FJ1384'PROPERTY, A METAL ROD DRIVEN 2.5 MTERS AND FLUSH WITH THE GROUND,
 FJ1384'36.8 M (120.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 FJ1384'LANES OF THE STREET, 14.2 M (46.6 FT) EAST OF THE CENTER OF THE
 FJ1384'NORTHBOUND LANE OF THE DRIVE, 0.5 M (1.6 FT) EAST OF THE EAST CORNER
 FJ1384'OF A ROCK MONUMENT (FIELD UNIVERSITY OF OKLAHOMA), AND 0.4 M
 FJ1384'(1.3 FT) ABOVE THE LEVEL OF NEWTON DRIVE.  NOTE--ACCESS TO THE DATUM
 FJ1384'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 FJ1384'AND ANCHORED.
 FJ1384
 FJ1384                          STATION RECOVERY (2010)
 FJ1384
 FJ1384'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 FJ1384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0647 ***********************************************************************
 FK0647  DESIGNATION -  Y 216
 FK0647  PID         -  FK0647
 FK0647  STATE/COUNTY-  OK/GRADY
 FK0647  COUNTRY     -  US
 FK0647  USGS QUAD   -  COGAR SE (2018)
 FK0647
 FK0647                         *CURRENT SURVEY CONTROL
 FK0647  ______________________________________________________________________
 FK0647* NAD 83(1986) POSITION- 35 20 06.     (N) 098 02 35.     (W)   SCALED
 FK0647* NAVD 88 ORTHO HEIGHT -   435.757 (meters)     1429.65  (feet) ADJUSTED
 FK0647  ______________________________________________________________________
 FK0647  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 FK0647  DYNAMIC HEIGHT  -        435.322 (meters)     1428.22  (feet) COMP
 FK0647  MODELED GRAVITY -    979,623.2   (mgal)                       NAVD 88
 FK0647
 FK0647  VERT ORDER      -  FIRST     CLASS II
 FK0647
 FK0647.The horizontal coordinates were scaled from a map and have
 FK0647.an estimated accuracy of +/- 6 seconds.
 FK0647
 FK0647.The orthometric height was determined by differential leveling and
 FK0647.adjusted by the NATIONAL GEODETIC SURVEY
 FK0647.in August 1994.
 FK0647
 FK0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0647.GEOID18 height accuracy estimate available here.
 FK0647
 FK0647.Click photographs - Photos may exist for this station.
 FK0647
 FK0647.The dynamic height is computed by dividing the NAVD 88
 FK0647.geopotential number by the normal gravity value computed on the
 FK0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0647.degrees latitude (g = 980.6199 gals.).
 FK0647
 FK0647.The modeled gravity was interpolated from observed gravity values.
 FK0647
 FK0647;                    North         East    Units  Estimated Accuracy
 FK0647;SPC OK S     -   222,040.      596,090.      MT  (+/- 180 meters Scaled)
 FK0647
 FK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE869106(NAD 83)
 FK0647
 FK0647                          SUPERSEDED SURVEY CONTROL
 FK0647
 FK0647.No superseded survey control is available for this station.
 FK0647
 FK0647_MARKER: I = METAL ROD
 FK0647_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0647+WITH SETTING: INFORMATION.
 FK0647_STAMPING: Y 216 1994
 FK0647_MARK LOGO: NGS
 FK0647_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0647+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0647
 FK0647  HISTORY     - Date     Condition        Report By
 FK0647  HISTORY     - 1994     MONUMENTED       NGS
 FK0647
 FK0647                          STATION DESCRIPTION
 FK0647
 FK0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0647'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0647'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0647'THENCE 9.3 KM (5.75 MI) WESTERLY ALONG STATE HIGHWAY 152, A METAL
 FK0647'ROD DRIVEN 1.3 METERS AND FLUSH WITH THE GROUND, 28.1 M
 FK0647'(92.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 22.1 M (72.5 FT)
 FK0647'NORTH OF THE HIGHWAY CENTERLINE, 18.6 M (61.0 FT) EAST-NORTHEAST OF
 FK0647'UNDERGROUND CABLE JUNCTION BOX NUMBER 4003 400, 0.7 M (2.3 FT) BELOW
 FK0647'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 FK0647'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FK0647'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1061 ***********************************************************************
 EL1061  DESIGNATION -  Y 217
 EL1061  PID         -  EL1061
 EL1061  STATE/COUNTY-  OK/CARTER
 EL1061  COUNTRY     -  US
 EL1061  USGS QUAD   -  ARDMORE EAST (2018)
 EL1061
 EL1061                         *CURRENT SURVEY CONTROL
 EL1061  ______________________________________________________________________
 EL1061* NAD 83(1986) POSITION- 34 11 13.     (N) 097 02 53.     (W)   SCALED
 EL1061* NAVD 88 ORTHO HEIGHT -   265.405 (meters)      870.75  (feet) ADJUSTED
 EL1061  ______________________________________________________________________
 EL1061  GEOID HEIGHT    -        -26.086 (meters)                     GEOID18
 EL1061  DYNAMIC HEIGHT  -        265.127 (meters)      869.84  (feet) COMP
 EL1061  MODELED GRAVITY -    979,580.7   (mgal)                       NAVD 88
 EL1061
 EL1061  VERT ORDER      -  FIRST     CLASS II
 EL1061
 EL1061.The horizontal coordinates were scaled from a map and have
 EL1061.an estimated accuracy of +/- 6 seconds.
 EL1061
 EL1061.The orthometric height was determined by differential leveling and
 EL1061.adjusted by the NATIONAL GEODETIC SURVEY
 EL1061.in August 1994.
 EL1061
 EL1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1061.GEOID18 height accuracy estimate available here.
 EL1061
 EL1061.Click photographs - Photos may exist for this station.
 EL1061
 EL1061.The dynamic height is computed by dividing the NAVD 88
 EL1061.geopotential number by the normal gravity value computed on the
 EL1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1061.degrees latitude (g = 980.6199 gals.).
 EL1061
 EL1061.The modeled gravity was interpolated from observed gravity values.
 EL1061
 EL1061;                    North         East    Units  Estimated Accuracy
 EL1061;SPC OK S     -    95,100.      687,750.      MT  (+/- 180 meters Scaled)
 EL1061
 EL1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC798846(NAD 83)
 EL1061
 EL1061                          SUPERSEDED SURVEY CONTROL
 EL1061
 EL1061.No superseded survey control is available for this station.
 EL1061
 EL1061_MARKER: I = METAL ROD
 EL1061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1061_STAMPING: Y 217 1994
 EL1061_MARK LOGO: NGS
 EL1061_PROJECTION: FLUSH
 EL1061_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1061+SATELLITE: SATELLITE OBSERVATIONS - 1994
 EL1061_ROD/PIPE-DEPTH: 3.1 meters
 EL1061
 EL1061  HISTORY     - Date     Condition        Report By
 EL1061  HISTORY     - 1994     MONUMENTED       NGS
 EL1061
 EL1061                          STATION DESCRIPTION
 EL1061
 EL1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1061'0.2 KM (0.10 MI) EASTERLY ALONG 1ST AVENUE SOUTHWEST FROM THE POST
 EL1061'OFFICE IN ARDMORE, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG WASHINGTON
 EL1061'STREET, THENCE 7.1 KM (4.40 MI) EASTERLY ALONG STATE HIGHWAY 199,
 EL1061'47.0 M (154.2 FT) EAST OF THE CENTER OF AN ENTRANCE ROAD LEADING TO A
 EL1061'AND A EQUIPMENT COMPANY, 19.8 M (65.0 FT) SOUTH OF THE HIGHWAY
 EL1061'CENTERLINE, 9.7 M (31.8 FT) WEST OF THE CENTER OF AN ENTRANCE ROAD
 EL1061'LEADING TO TRIPLE R TRUCK SALES, 6.1 M (20.0 FT) WEST OF A T-JUNCTION
 EL1061'UTILITY POLE WITH A LIGHT AND TRANSFORMER ATTACHED, 0.4 M (1.3 FT)
 EL1061'NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 EL1061'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EL1061'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0963 ***********************************************************************
 GG0963  DESIGNATION -  Y 218
 GG0963  PID         -  GG0963
 GG0963  STATE/COUNTY-  OK/TULSA
 GG0963  COUNTRY     -  US
 GG0963  USGS QUAD   -  TULSA (2019)
 GG0963
 GG0963                         *CURRENT SURVEY CONTROL
 GG0963  ______________________________________________________________________
 GG0963* NAD 83(1986) POSITION- 36 10 36.87   (N) 095 52 30.52   (W)   HD_HELD1
 GG0963* NAVD 88 ORTHO HEIGHT -   191.025 (meters)      626.72  (feet) ADJUSTED
 GG0963  ______________________________________________________________________
 GG0963  GEOID HEIGHT    -        -29.043 (meters)                     GEOID18
 GG0963  DYNAMIC HEIGHT  -        190.858 (meters)      626.17  (feet) COMP
 GG0963  MODELED GRAVITY -    979,754.7   (mgal)                       NAVD 88
 GG0963
 GG0963  VERT ORDER      -  FIRST     CLASS II
 GG0963
 GG0963.The horizontal coordinates were determined by differentially corrected
 GG0963.hand held GPS observations or other comparable positioning techniques
 GG0963.and have an estimated accuracy of +/- 3 meters.
 GG0963
 GG0963.The orthometric height was determined by differential leveling and
 GG0963.adjusted by the NATIONAL GEODETIC SURVEY
 GG0963.in August 1994.
 GG0963
 GG0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0963.GEOID18 height accuracy estimate available here.
 GG0963
 GG0963.Click photographs - Photos may exist for this station.
 GG0963
 GG0963.The dynamic height is computed by dividing the NAVD 88
 GG0963.geopotential number by the normal gravity value computed on the
 GG0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0963.degrees latitude (g = 980.6199 gals.).
 GG0963
 GG0963.The modeled gravity was interpolated from observed gravity values.
 GG0963
 GG0963;                    North         East    Units  Estimated Accuracy
 GG0963;SPC OK N     -   132,673.0     791,130.3     MT  (+/- 3 meters HH1 GPS) 
 GG0963
 GG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4141607402(NAD 83)
 GG0963
 GG0963                          SUPERSEDED SURVEY CONTROL
 GG0963
 GG0963.No superseded survey control is available for this station.
 GG0963
 GG0963_MARKER: I = METAL ROD
 GG0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0963_STAMPING: Y 218 1994
 GG0963_MARK LOGO: NGS
 GG0963_PROJECTION: FLUSH
 GG0963_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0963+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2020
 GG0963_ROD/PIPE-DEPTH: 4.6 meters
 GG0963
 GG0963  HISTORY     - Date     Condition        Report By
 GG0963  HISTORY     - 1994     MONUMENTED       NGS
 GG0963  HISTORY     - 20081105 GOOD             AIRDAT
 GG0963  HISTORY     - 20201209 GOOD             COTOK
 GG0963
 GG0963                          STATION DESCRIPTION
 GG0963
 GG0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0963'IN TULSA, AT THE INTERSECTION OF EAST PINE STREET AND NORTH 91ST
 GG0963'AVENUE EAST, 30.9 M (101.4 FT) WEST OF THE AVENUE CENTER, 21.3 M
 GG0963'(69.9 FT) WEST OF A FIRE HYDRANT, 14.8 M (48.6 FT) SOUTH OF THE
 GG0963'STREET CENTERLINE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE STREET, AND
 GG0963'0.5 M (1.6 FT) NORTH OF A WITNESS POST AND T-FENCE CORNER.
 GG0963'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GG0963
 GG0963                          STATION RECOVERY (2008)
 GG0963
 GG0963'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0963'RECOVERED IN GOOD CONDITION.
 GG0963
 GG0963                          STATION RECOVERY (2020)
 GG0963
 GG0963'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 GG0963'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1413 ***********************************************************************
 FJ1413  DESIGNATION -  Y 219
 FJ1413  PID         -  FJ1413
 FJ1413  STATE/COUNTY-  OK/CREEK
 FJ1413  COUNTRY     -  US
 FJ1413  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1413
 FJ1413                         *CURRENT SURVEY CONTROL
 FJ1413  ______________________________________________________________________
 FJ1413* NAD 83(1986) POSITION- 35 55 47.54   (N) 096 03 44.51   (W)   HD_HELD1
 FJ1413* NAVD 88 ORTHO HEIGHT -   220.477 (meters)      723.35  (feet) ADJUSTED
 FJ1413  ______________________________________________________________________
 FJ1413  GEOID HEIGHT    -        -28.803 (meters)                     GEOID18
 FJ1413  DYNAMIC HEIGHT  -        220.281 (meters)      722.71  (feet) COMP
 FJ1413  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 FJ1413
 FJ1413  VERT ORDER      -  FIRST     CLASS II
 FJ1413
 FJ1413.The horizontal coordinates were determined by differentially corrected
 FJ1413.hand held GPS observations or other comparable positioning techniques
 FJ1413.and have an estimated accuracy of +/- 3 meters.
 FJ1413
 FJ1413.The orthometric height was determined by differential leveling and
 FJ1413.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1413.in August 1994.
 FJ1413
 FJ1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1413.GEOID18 height accuracy estimate available here.
 FJ1413
 FJ1413.Click photographs - Photos may exist for this station.
 FJ1413
 FJ1413.The dynamic height is computed by dividing the NAVD 88
 FJ1413.geopotential number by the normal gravity value computed on the
 FJ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1413.degrees latitude (g = 980.6199 gals.).
 FJ1413
 FJ1413.The modeled gravity was interpolated from observed gravity values.
 FJ1413
 FJ1413;                    North         East    Units  Estimated Accuracy
 FJ1413;SPC OK N     -   104,916.4     774,839.3     MT  (+/- 3 meters HH1 GPS) 
 FJ1413
 FJ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6503280159(NAD 83)
 FJ1413
 FJ1413                          SUPERSEDED SURVEY CONTROL
 FJ1413
 FJ1413.No superseded survey control is available for this station.
 FJ1413
 FJ1413_MARKER: I = METAL ROD
 FJ1413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1413_STAMPING: Y 219 1994
 FJ1413_MARK LOGO: NGS
 FJ1413_PROJECTION: FLUSH
 FJ1413_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1413+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1413_ROD/PIPE-DEPTH: 4.4 meters
 FJ1413
 FJ1413  HISTORY     - Date     Condition        Report By
 FJ1413  HISTORY     - 1994     MONUMENTED       NGS
 FJ1413
 FJ1413                          STATION DESCRIPTION
 FJ1413
 FJ1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1413'9.4 KM (5.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1413'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, 51.0 M (167.3 FT)
 FJ1413'NORTH OF A UTILITY POLE, 31.9 M (104.7 FT) SOUTH OF THE CENTER OF WEST
 FJ1413'161ST STREET SOUTH, 21.8 M (71.5 FT) WEST OF AND LEVEL WITH THE
 FJ1413'HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 FJ1413'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9189 ***********************************************************************
 AC9189  DESIGNATION -  Y 220
 AC9189  PID         -  AC9189
 AC9189  STATE/COUNTY-  OK/MCCLAIN
 AC9189  COUNTRY     -  US
 AC9189  USGS QUAD   -  STEALY (2018)
 AC9189
 AC9189                         *CURRENT SURVEY CONTROL
 AC9189  ______________________________________________________________________
 AC9189* NAD 83(1986) POSITION- 34 58 19.     (N) 097 26 33.     (W)   SCALED
 AC9189* NAVD 88 ORTHO HEIGHT -   338.898 (meters)     1111.87  (feet) ADJUSTED
 AC9189  ______________________________________________________________________
 AC9189  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 AC9189  DYNAMIC HEIGHT  -        338.567 (meters)     1110.78  (feet) COMP
 AC9189  MODELED GRAVITY -    979,646.4   (mgal)                       NAVD 88
 AC9189
 AC9189  VERT ORDER      -  SECOND    CLASS I
 AC9189
 AC9189.The horizontal coordinates were scaled from a map and have
 AC9189.an estimated accuracy of +/- 6 seconds.
 AC9189
 AC9189.The orthometric height was determined by differential leveling and
 AC9189.adjusted by the NATIONAL GEODETIC SURVEY
 AC9189.in July 2002.
 AC9189
 AC9189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9189.GEOID18 height accuracy estimate available here.
 AC9189
 AC9189.Click photographs - Photos may exist for this station.
 AC9189
 AC9189.The dynamic height is computed by dividing the NAVD 88
 AC9189.geopotential number by the normal gravity value computed on the
 AC9189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9189.degrees latitude (g = 980.6199 gals.).
 AC9189
 AC9189.The modeled gravity was interpolated from observed gravity values.
 AC9189
 AC9189;                    North         East    Units  Estimated Accuracy
 AC9189;SPC OK S     -   181,900.      650,910.      MT  (+/- 180 meters Scaled)
 AC9189
 AC9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD421710(NAD 83)
 AC9189
 AC9189                          SUPERSEDED SURVEY CONTROL
 AC9189
 AC9189.No superseded survey control is available for this station.
 AC9189
 AC9189_MARKER: I = METAL ROD
 AC9189_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9189+WITH SETTING: INFORMATION.
 AC9189_STAMPING: Y 220 1997
 AC9189_MARK LOGO: NGS
 AC9189_PROJECTION: FLUSH
 AC9189_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9189+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC9189_ROD/PIPE-DEPTH: 2.7 meters
 AC9189
 AC9189  HISTORY     - Date     Condition        Report By
 AC9189  HISTORY     - 1997     MONUMENTED       NGS
 AC9189
 AC9189                          STATION DESCRIPTION
 AC9189
 AC9189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9189'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9189'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 5.3 KM
 AC9189'(3.30 MI) WESTERLY ALONG A PAVED ROAD, 22.8 M (74.8 FT) WEST OF THE
 AC9189'CENTER OF A GRAVELED ROAD, 15.4 M (50.5 FT) NORTH OF THE ROAD
 AC9189'CENTERLINE, 12.1 M (39.7 FT) WEST OF A FENCE CORNER, 0.3 M (1.0 FT)
 AC9189'SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 AC9189'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC9189'CAP. SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A
 AC9189'CLASS A MARK.  THE ROD WAS DRIVED TO REFUSAL AND ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0334 ***********************************************************************
 FK0334  DESIGNATION -  Y 25
 FK0334  PID         -  FK0334
 FK0334  STATE/COUNTY-  OK/BECKHAM
 FK0334  COUNTRY     -  US
 FK0334  USGS QUAD   -  ELK CITY (2018)
 FK0334
 FK0334                         *CURRENT SURVEY CONTROL
 FK0334  ______________________________________________________________________
 FK0334* NAD 83(1986) POSITION- 35 25 18.     (N) 099 22 59.     (W)   SCALED
 FK0334* NAVD 88 ORTHO HEIGHT -   593.968 (meters)     1948.71  (feet) ADJUSTED
 FK0334  ______________________________________________________________________
 FK0334  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 FK0334  DYNAMIC HEIGHT  -        593.349 (meters)     1946.68  (feet) COMP
 FK0334  MODELED GRAVITY -    979,573.4   (mgal)                       NAVD 88
 FK0334
 FK0334  VERT ORDER      -  FIRST     CLASS II
 FK0334
 FK0334.The horizontal coordinates were scaled from a map and have
 FK0334.an estimated accuracy of +/- 6 seconds.
 FK0334
 FK0334.The orthometric height was determined by differential leveling and
 FK0334.adjusted by the NATIONAL GEODETIC SURVEY
 FK0334.in June 1991.
 FK0334
 FK0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0334.GEOID18 height accuracy estimate available here.
 FK0334
 FK0334.Click photographs - Photos may exist for this station.
 FK0334
 FK0334.The dynamic height is computed by dividing the NAVD 88
 FK0334.geopotential number by the normal gravity value computed on the
 FK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0334.degrees latitude (g = 980.6199 gals.).
 FK0334
 FK0334.The modeled gravity was interpolated from observed gravity values.
 FK0334
 FK0334;                    North         East    Units  Estimated Accuracy
 FK0334;SPC OK S     -   232,520.      474,390.      MT  (+/- 180 meters Scaled)
 FK0334
 FK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME652198(NAD 83)
 FK0334
 FK0334                          SUPERSEDED SURVEY CONTROL
 FK0334
 FK0334  NGVD 29 (??/??/92)  593.705  (m)         1947.85   (f) ADJ UNCH    1 2
 FK0334
 FK0334.Superseded values are not recommended for survey control.
 FK0334
 FK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0334.See file dsdata.pdf to determine how the superseded data were derived.
 FK0334
 FK0334_MARKER: DB = BENCH MARK DISK
 FK0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0334_SP_SET: BRIDGE
 FK0334_STAMPING: Y 25 1934
 FK0334_MARK LOGO: CGS
 FK0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0334
 FK0334  HISTORY     - Date     Condition        Report By
 FK0334  HISTORY     - 1934     MONUMENTED       CGS
 FK0334  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0334  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 FK0334
 FK0334                          STATION DESCRIPTION
 FK0334
 FK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0334'1.7 MI NE FROM ELK CITY.
 FK0334'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0334'FROM THE STATION AT ELK CITY, BECKHAM COUNTY, AT THE BRIDGE OVER
 FK0334'U.S. HIGHWAY 66, AND IN THE TOP OF THE NORTHEAST CONCRETE WING
 FK0334'WALL.  A STANDARD DISK, STAMPED Y 25 1934.
 FK0334
 FK0334                          STATION RECOVERY (1986)
 FK0334
 FK0334'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0334'MARK NOT FOUND.
 FK0334
 FK0334                          STATION RECOVERY (2005)
 FK0334
 FK0334'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0334'THERE IS NO RAILROAD OVERPASS OVER HIGHWAY 66 IN THE VICINITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0248 ***********************************************************************
 EM0248  DESIGNATION -  Y 26=TT 25 H 12
 EM0248  PID         -  EM0248
 EM0248  STATE/COUNTY-  OK/GREER
 EM0248  COUNTRY     -  US
 EM0248  USGS QUAD   -  GRANITE (2018)
 EM0248
 EM0248                         *CURRENT SURVEY CONTROL
 EM0248  ______________________________________________________________________
 EM0248* NAD 83(1986) POSITION- 34 53 09.37   (N) 099 29 56.34   (W)   HD_HELD1
 EM0248* NAVD 88 ORTHO HEIGHT -   486.437 (meters)     1595.92  (feet) ADJUSTED
 EM0248  ______________________________________________________________________
 EM0248  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 EM0248  DYNAMIC HEIGHT  -        485.930 (meters)     1594.26  (feet) COMP
 EM0248  MODELED GRAVITY -    979,576.8   (mgal)                       NAVD 88
 EM0248
 EM0248  VERT ORDER      -  SECOND    CLASS 0
 EM0248
 EM0248.The horizontal coordinates were determined by differentially corrected
 EM0248.hand held GPS observations or other comparable positioning techniques
 EM0248.and have an estimated accuracy of +/- 3 meters.
 EM0248
 EM0248.The orthometric height was determined by differential leveling and
 EM0248.adjusted by the NATIONAL GEODETIC SURVEY
 EM0248.in June 1991.
 EM0248
 EM0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0248.GEOID18 height accuracy estimate available here.
 EM0248
 EM0248.Click photographs - Photos may exist for this station.
 EM0248
 EM0248.The dynamic height is computed by dividing the NAVD 88
 EM0248.geopotential number by the normal gravity value computed on the
 EM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0248.degrees latitude (g = 980.6199 gals.).
 EM0248
 EM0248.The modeled gravity was interpolated from observed gravity values.
 EM0248
 EM0248;                    North         East    Units  Estimated Accuracy
 EM0248;SPC OK S     -   173,239.0     462,982.9     MT  (+/- 3 meters HH1 GPS) 
 EM0248
 EM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD5440360507(NAD 83)
 EM0248
 EM0248                          SUPERSEDED SURVEY CONTROL
 EM0248
 EM0248  NGVD 29 (??/??/92)  486.237  (m)         1595.26   (f) ADJ UNCH    2 0
 EM0248
 EM0248.Superseded values are not recommended for survey control.
 EM0248
 EM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0248.See file dsdata.pdf to determine how the superseded data were derived.
 EM0248
 EM0248_MARKER: DB = BENCH MARK DISK
 EM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0248_STAMPING: Y 26 1934 25 H 12 TT 1936
 EM0248_MARK LOGO: CGS
 EM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0248+STABILITY: SURFACE MOTION
 EM0248
 EM0248  HISTORY     - Date     Condition        Report By
 EM0248  HISTORY     - 1934     MONUMENTED       CGS
 EM0248  HISTORY     - 1936     GOOD             CGS
 EM0248  HISTORY     - 1963     GOOD             CGS
 EM0248
 EM0248                          STATION DESCRIPTION
 EM0248
 EM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EM0248'0.9 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 EM0248'STATION AT MANGUM, GREER COUNTY, 0.4 MILE NORTH OF MILEPOST 96, 105
 EM0248'FEET SOUTHWEST OF THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0248'RAILWAY, 62 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 EM0248'MISSOURI-KANSAS-TEXAS RAILROAD, AND 39 FEET SOUTH OF THE SOUTH RAIL OF
 EM0248'THE MAIN TRACK OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY. A
 EM0248'STANDARD DISK, STAMPED Y 26 1934 25 H 12 TT 1936 AND SET IN THE TOP OF
 EM0248'A CONCRETE POST. NOTE-RAILROAD LAND MAPS INDICATE THAT THIS CROSSING
 EM0248'IS ABOUT 0.3 MILE NORTH OF MILEPOST 96.
 EM0248
 EM0248                          STATION RECOVERY (1963)
 EM0248
 EM0248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0431 ***********************************************************************
 EM0431  DESIGNATION -  Y 27
 EM0431  PID         -  EM0431
 EM0431  STATE/COUNTY-  OK/JACKSON
 EM0431  COUNTRY     -  US
 EM0431  USGS QUAD   -  ELDORADO (2019)
 EM0431
 EM0431                         *CURRENT SURVEY CONTROL
 EM0431  ______________________________________________________________________
 EM0431* NAD 83(1986) POSITION- 34 28 15.     (N) 099 38 50.     (W)   SCALED
 EM0431* NAVD 88 ORTHO HEIGHT -   444.206 (meters)     1457.37  (feet) ADJUSTED
 EM0431  ______________________________________________________________________
 EM0431  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 EM0431  DYNAMIC HEIGHT  -        443.714 (meters)     1455.75  (feet) COMP
 EM0431  MODELED GRAVITY -    979,515.1   (mgal)                       NAVD 88
 EM0431
 EM0431  VERT ORDER      -  SECOND    CLASS 0
 EM0431
 EM0431.The horizontal coordinates were scaled from a map and have
 EM0431.an estimated accuracy of +/- 6 seconds.
 EM0431
 EM0431.The orthometric height was determined by differential leveling and
 EM0431.adjusted by the NATIONAL GEODETIC SURVEY
 EM0431.in June 1991.
 EM0431
 EM0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0431.GEOID18 height accuracy estimate available here.
 EM0431
 EM0431.Click photographs - Photos may exist for this station.
 EM0431
 EM0431.The dynamic height is computed by dividing the NAVD 88
 EM0431.geopotential number by the normal gravity value computed on the
 EM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0431.degrees latitude (g = 980.6199 gals.).
 EM0431
 EM0431.The modeled gravity was interpolated from observed gravity values.
 EM0431
 EM0431;                    North         East    Units  Estimated Accuracy
 EM0431;SPC OK S     -   127,410.      448,680.      MT  (+/- 180 meters Scaled)
 EM0431
 EM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD405145(NAD 83)
 EM0431
 EM0431                          SUPERSEDED SURVEY CONTROL
 EM0431
 EM0431  NGVD 29 (??/??/92)  444.023  (m)         1456.77   (f) ADJ UNCH    2 0
 EM0431
 EM0431.Superseded values are not recommended for survey control.
 EM0431
 EM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0431.See file dsdata.pdf to determine how the superseded data were derived.
 EM0431
 EM0431_MARKER: DB = BENCH MARK DISK
 EM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0431_STAMPING: Y 27 1934 1456.765
 EM0431_MARK LOGO: CGS
 EM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0431+STABILITY: SURFACE MOTION
 EM0431
 EM0431  HISTORY     - Date     Condition        Report By
 EM0431  HISTORY     - 1934     MONUMENTED       CGS
 EM0431  HISTORY     - 1953     GOOD             CGS
 EM0431  HISTORY     - 1963     MARK NOT FOUND   CGS
 EM0431  HISTORY     - 1978     MARK NOT FOUND   USGS
 EM0431
 EM0431                          STATION DESCRIPTION
 EM0431
 EM0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EM0431'IN ELDORADO.
 EM0431'AT ELDORADO, JACKSON COUNTY, 150 FEET SOUTHWEST OF THE ST. LOUIS-SAN
 EM0431'FRANCISCO RAILWAY STATION, 0.4 MILE SOUTHWEST OF MILEPOST 709, 57 FEET
 EM0431'SOUTHEAST OF THE SOUTHWEST END OF THE STATION PLATFORM, 53 FEET
 EM0431'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND BETWEEN TWO
 EM0431'POLES SUPPORTING A POWER TRANSFORMER.  A STANDARD DISK, STAMPED Y 27
 EM0431'1934 1456.765 AND SET IN THE TOP OF A CONCRETE POST.
 EM0431
 EM0431                          STATION RECOVERY (1963)
 EM0431
 EM0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0431'MARK NOT FOUND.
 EM0431
 EM0431                          STATION RECOVERY (1978)
 EM0431
 EM0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EM0431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0166 ***********************************************************************
 EM0166  DESIGNATION -  Y 29
 EM0166  PID         -  EM0166
 EM0166  STATE/COUNTY-  OK/KIOWA
 EM0166  COUNTRY     -  US
 EM0166  USGS QUAD   -  SNYDER (2018)
 EM0166
 EM0166                         *CURRENT SURVEY CONTROL
 EM0166  ______________________________________________________________________
 EM0166* NAD 83(1986) POSITION- 34 39 28.     (N) 098 57 05.     (W)   SCALED
 EM0166* NAVD 88 ORTHO HEIGHT -   413.000 (meters)     1354.98  (feet) ADJUSTED
 EM0166  ______________________________________________________________________
 EM0166  GEOID HEIGHT    -        -25.717 (meters)                     GEOID18
 EM0166  DYNAMIC HEIGHT  -        412.592 (meters)     1353.65  (feet) COMP
 EM0166  MODELED GRAVITY -    979,633.5   (mgal)                       NAVD 88
 EM0166
 EM0166  VERT ORDER      -  SECOND    CLASS 0
 EM0166
 EM0166.The horizontal coordinates were scaled from a map and have
 EM0166.an estimated accuracy of +/- 6 seconds.
 EM0166
 EM0166.The orthometric height was determined by differential leveling and
 EM0166.adjusted by the NATIONAL GEODETIC SURVEY
 EM0166.in June 1991.
 EM0166
 EM0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0166.GEOID18 height accuracy estimate available here.
 EM0166
 EM0166.Click photographs - Photos may exist for this station.
 EM0166
 EM0166.The dynamic height is computed by dividing the NAVD 88
 EM0166.geopotential number by the normal gravity value computed on the
 EM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0166.degrees latitude (g = 980.6199 gals.).
 EM0166
 EM0166.The modeled gravity was interpolated from observed gravity values.
 EM0166
 EM0166;                    North         East    Units  Estimated Accuracy
 EM0166;SPC OK S     -   147,320.      512,800.      MT  (+/- 180 meters Scaled)
 EM0166
 EM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND044350(NAD 83)
 EM0166
 EM0166                          SUPERSEDED SURVEY CONTROL
 EM0166
 EM0166  NGVD 29 (??/??/92)  412.864  (m)         1354.54   (f) ADJ UNCH    2 0
 EM0166
 EM0166.Superseded values are not recommended for survey control.
 EM0166
 EM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0166.See file dsdata.pdf to determine how the superseded data were derived.
 EM0166
 EM0166_MARKER: DB = BENCH MARK DISK
 EM0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0166_SP_SET: BUILDING
 EM0166_STAMPING: Y 29 1934
 EM0166_MARK LOGO: CGS
 EM0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0166
 EM0166  HISTORY     - Date     Condition        Report By
 EM0166  HISTORY     - 1934     MONUMENTED       CGS
 EM0166  HISTORY     - 1934     GOOD             CGS
 EM0166  HISTORY     - 1963     GOOD             CGS
 EM0166  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0166
 EM0166                          STATION DESCRIPTION
 EM0166
 EM0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0166'IN SNYDER.
 EM0166'AT SNYDER, AT THE CITY HALL, IN THE SOUTH SIDE OF THE BUILDING, 30
 EM0166'FEET WEST OF THE SOUTHEAST CORNER, INSIDE OF THE FIRE ENGINE ENTRANCE,
 EM0166'AND IN THE CONCRETE FLOOR NEXT TO THE WALL.  A STANDARD DISK, STAMPED
 EM0166'Y 29 1934.
 EM0166
 EM0166                          STATION RECOVERY (1963)
 EM0166
 EM0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0166'RECOVERED IN GOOD CONDITION.
 EM0166
 EM0166                          STATION RECOVERY (1987)
 EM0166
 EM0166'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 EM0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0408 ***********************************************************************
 FK0408  DESIGNATION -  Y 3
 FK0408  PID         -  FK0408
 FK0408  STATE/COUNTY-  OK/BECKHAM
 FK0408  COUNTRY     -  US
 FK0408  USGS QUAD   -  SAYRE (2018)
 FK0408
 FK0408                         *CURRENT SURVEY CONTROL
 FK0408  ______________________________________________________________________
 FK0408* NAD 83(1986) POSITION- 35 17 28.29   (N) 099 38 25.02   (W)   HD_HELD1
 FK0408* NAVD 88 ORTHO HEIGHT -   551.028 (meters)     1807.83  (feet) ADJUSTED
 FK0408  ______________________________________________________________________
 FK0408  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 FK0408  DYNAMIC HEIGHT  -        550.457 (meters)     1805.96  (feet) COMP
 FK0408  MODELED GRAVITY -    979,580.7   (mgal)                       NAVD 88
 FK0408
 FK0408  VERT ORDER      -  FIRST     CLASS II
 FK0408
 FK0408.The horizontal coordinates were determined by differentially corrected
 FK0408.hand held GPS observations or other comparable positioning techniques
 FK0408.and have an estimated accuracy of +/- 3 meters.
 FK0408
 FK0408.The orthometric height was determined by differential leveling and
 FK0408.adjusted by the NATIONAL GEODETIC SURVEY
 FK0408.in June 1991.
 FK0408
 FK0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0408.GEOID18 height accuracy estimate available here.
 FK0408
 FK0408.Click photographs - Photos may exist for this station.
 FK0408
 FK0408.The dynamic height is computed by dividing the NAVD 88
 FK0408.geopotential number by the normal gravity value computed on the
 FK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0408.degrees latitude (g = 980.6199 gals.).
 FK0408
 FK0408.The modeled gravity was interpolated from observed gravity values.
 FK0408
 FK0408;                    North         East    Units  Estimated Accuracy
 FK0408;SPC OK S     -   218,392.7     450,798.7     MT  (+/- 3 meters HH1 GPS) 
 FK0408
 FK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME4178005523(NAD 83)
 FK0408
 FK0408                          SUPERSEDED SURVEY CONTROL
 FK0408
 FK0408  NGVD 29 (??/??/92)  550.803  (m)         1807.09   (f) ADJ UNCH    1 2
 FK0408
 FK0408.Superseded values are not recommended for survey control.
 FK0408
 FK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0408.See file dsdata.pdf to determine how the superseded data were derived.
 FK0408
 FK0408_MARKER: DB = BENCH MARK DISK
 FK0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0408_SP_SET: BUILDING
 FK0408_STAMPING: 1807.093
 FK0408_MARK LOGO: CGS
 FK0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0408+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 FK0408
 FK0408  HISTORY     - Date     Condition        Report By
 FK0408  HISTORY     - 1909     MONUMENTED       CGS
 FK0408  HISTORY     - 1953     GOOD             CGS
 FK0408  HISTORY     - 20050803 GOOD             GEOCAC
 FK0408
 FK0408                          STATION DESCRIPTION
 FK0408
 FK0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0408'AT SAYRE.
 FK0408'AT SAYRE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 FK0408'STREET AND FOURTH STREET, 11.7 FEET SOUTH OF THE SOUTH EDGE
 FK0408'OF MAIN STREET, 0.6 FOOT ABOVE THE SIDEWALK, AT THE NORTHWEST
 FK0408'CORNER OF THE FIRST NATIONAL BANK, SET VERTICALLY IN THE
 FK0408'NORTH WALL OF THE BANK BUILDING.
 FK0408
 FK0408                          STATION RECOVERY (2005)
 FK0408
 FK0408'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0408'THE BUILDING IS NOW THE SAYRE CITY HALL, 102 WEST MAIN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0130 ***********************************************************************
 FK0130  DESIGNATION -  Y 30
 FK0130  PID         -  FK0130
 FK0130  STATE/COUNTY-  OK/KIOWA
 FK0130  COUNTRY     -  US
 FK0130  USGS QUAD   -  GOTEBO EAST (2018)
 FK0130
 FK0130                         *CURRENT SURVEY CONTROL
 FK0130  ______________________________________________________________________
 FK0130* NAD 83(1986) POSITION- 35 04 04.     (N) 098 52 20.     (W)   SCALED
 FK0130* NAVD 88 ORTHO HEIGHT -   436.084 (meters)     1430.72  (feet) ADJUSTED
 FK0130  ______________________________________________________________________
 FK0130  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 FK0130  DYNAMIC HEIGHT  -        435.648 (meters)     1429.29  (feet) COMP
 FK0130  MODELED GRAVITY -    979,621.4   (mgal)                       NAVD 88
 FK0130
 FK0130  VERT ORDER      -  SECOND    CLASS 0
 FK0130
 FK0130.The horizontal coordinates were scaled from a map and have
 FK0130.an estimated accuracy of +/- 6 seconds.
 FK0130
 FK0130.The orthometric height was determined by differential leveling and
 FK0130.adjusted by the NATIONAL GEODETIC SURVEY
 FK0130.in June 1991.
 FK0130
 FK0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0130.GEOID18 height accuracy estimate available here.
 FK0130
 FK0130.Click photographs - Photos may exist for this station.
 FK0130
 FK0130.The dynamic height is computed by dividing the NAVD 88
 FK0130.geopotential number by the normal gravity value computed on the
 FK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0130.degrees latitude (g = 980.6199 gals.).
 FK0130
 FK0130.The modeled gravity was interpolated from observed gravity values.
 FK0130
 FK0130;                    North         East    Units  Estimated Accuracy
 FK0130;SPC OK S     -   192,740.      520,450.      MT  (+/- 180 meters Scaled)
 FK0130
 FK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND116805(NAD 83)
 FK0130
 FK0130                          SUPERSEDED SURVEY CONTROL
 FK0130
 FK0130  NGVD 29 (??/??/92)  435.921  (m)         1430.18   (f) ADJ UNCH    2 0
 FK0130
 FK0130.Superseded values are not recommended for survey control.
 FK0130
 FK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0130.See file dsdata.pdf to determine how the superseded data were derived.
 FK0130
 FK0130_MARKER: DB = BENCH MARK DISK
 FK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0130_STAMPING: Y 30 1934
 FK0130_MARK LOGO: CGS
 FK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0130+STABILITY: SURFACE MOTION
 FK0130
 FK0130  HISTORY     - Date     Condition        Report By
 FK0130  HISTORY     - 1934     MONUMENTED       CGS
 FK0130  HISTORY     - 1963     GOOD             CGS
 FK0130
 FK0130                          STATION DESCRIPTION
 FK0130
 FK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0130'AT GOTEBO.
 FK0130'AT GOTEBO, KIOWA COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0130'RAILROAD, 300 FEET WEST OF THE STATION, AT A ROAD CROSSING, 42
 FK0130'FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND
 FK0130'36 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 FK0130'DISK, STAMPED Y 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FK0130
 FK0130                          STATION RECOVERY (1963)
 FK0130
 FK0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0084 ***********************************************************************
 FK0084  DESIGNATION -  Y 31
 FK0084  PID         -  FK0084
 FK0084  STATE/COUNTY-  OK/CADDO
 FK0084  COUNTRY     -  US
 FK0084  USGS QUAD   -  ANADARKO EAST (2018)
 FK0084
 FK0084                         *CURRENT SURVEY CONTROL
 FK0084  ______________________________________________________________________
 FK0084* NAD 83(1986) POSITION- 35 04 27.     (N) 098 14 44.     (W)   SCALED
 FK0084* NAVD 88 ORTHO HEIGHT -   362.866 (meters)     1190.50  (feet) ADJUSTED
 FK0084  ______________________________________________________________________
 FK0084  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 FK0084  DYNAMIC HEIGHT  -        362.500 (meters)     1189.30  (feet) COMP
 FK0084  MODELED GRAVITY -    979,614.7   (mgal)                       NAVD 88
 FK0084
 FK0084  VERT ORDER      -  SECOND    CLASS 0
 FK0084
 FK0084.The horizontal coordinates were scaled from a map and have
 FK0084.an estimated accuracy of +/- 6 seconds.
 FK0084
 FK0084.The orthometric height was determined by differential leveling and
 FK0084.adjusted by the NATIONAL GEODETIC SURVEY
 FK0084.in June 1991.
 FK0084
 FK0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0084.GEOID18 height accuracy estimate available here.
 FK0084
 FK0084.Click photographs - Photos may exist for this station.
 FK0084
 FK0084.The dynamic height is computed by dividing the NAVD 88
 FK0084.geopotential number by the normal gravity value computed on the
 FK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0084.degrees latitude (g = 980.6199 gals.).
 FK0084
 FK0084.The modeled gravity was interpolated from observed gravity values.
 FK0084
 FK0084;                    North         East    Units  Estimated Accuracy
 FK0084;SPC OK S     -   193,130.      577,610.      MT  (+/- 180 meters Scaled)
 FK0084
 FK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND687815(NAD 83)
 FK0084
 FK0084                          SUPERSEDED SURVEY CONTROL
 FK0084
 FK0084  NGVD 29 (??/??/92)  362.734  (m)         1190.07   (f) ADJ UNCH    2 0
 FK0084
 FK0084.Superseded values are not recommended for survey control.
 FK0084
 FK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0084.See file dsdata.pdf to determine how the superseded data were derived.
 FK0084
 FK0084_MARKER: DB = BENCH MARK DISK
 FK0084_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0084_SP_SET: STEP
 FK0084_STAMPING: Y 31 1934
 FK0084_MARK LOGO: CGS
 FK0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0084
 FK0084  HISTORY     - Date     Condition        Report By
 FK0084  HISTORY     - 1934     MONUMENTED       CGS
 FK0084
 FK0084                          STATION DESCRIPTION
 FK0084
 FK0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0084'AT ANADARKO.
 FK0084'AT ANADARKO IN THE EAST FRONT OF THE COUNTY COURT HOUSE, IN
 FK0084'THE SECOND STEP ON THE SOUTH SIDE ABOUT 2 FEET ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0085 ***********************************************************************
 FK0085  DESIGNATION -  Y 31 RESET
 FK0085  PID         -  FK0085
 FK0085  STATE/COUNTY-  OK/CADDO
 FK0085  COUNTRY     -  US
 FK0085  USGS QUAD   -  ANADARKO EAST (2018)
 FK0085
 FK0085                         *CURRENT SURVEY CONTROL
 FK0085  ______________________________________________________________________
 FK0085* NAD 83(1986) POSITION- 35 04 27.75   (N) 098 14 44.35   (W)   HD_HELD1
 FK0085* NAVD 88 ORTHO HEIGHT -   362.12  (+/-2cm)     1188.1   (feet) VERTCON3
 FK0085  ______________________________________________________________________
 FK0085  GEOID HEIGHT    -        -26.775 (meters)                     GEOID18
 FK0085  VERT ORDER      -  THIRD (See Below)
 FK0085
 FK0085.The horizontal coordinates were determined by differentially corrected
 FK0085.hand held GPS observations or other comparable positioning techniques
 FK0085.and have an estimated accuracy of +/- 3 meters.
 FK0085
 FK0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FK0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FK0085
 FK0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0085.GEOID18 height accuracy estimate available here.
 FK0085
 FK0085.The vertical order pertains to the NGVD 29 superseded value.
 FK0085
 FK0085.Click photographs - Photos may exist for this station.
 FK0085
 FK0085;                    North         East    Units  Estimated Accuracy
 FK0085;SPC OK S     -   193,153.5     577,595.8     MT  (+/- 3 meters HH1 GPS) 
 FK0085
 FK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6877381551(NAD 83)
 FK0085
 FK0085                          SUPERSEDED SURVEY CONTROL
 FK0085
 FK0085  NGVD 29 (??/??/??)  361.98   (m)         1187.6    (f) RESET       3  
 FK0085
 FK0085.Superseded values are not recommended for survey control.
 FK0085
 FK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0085.See file dsdata.pdf to determine how the superseded data were derived.
 FK0085
 FK0085_MARKER: DB = BENCH MARK DISK
 FK0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0085_SP_SET: PATIO
 FK0085_STAMPING: Y 31 RESET 1959
 FK0085_MARK LOGO: CGS
 FK0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0085+STABILITY: SURFACE MOTION
 FK0085
 FK0085  HISTORY     - Date     Condition        Report By
 FK0085  HISTORY     - 1959     MONUMENTED       CGS
 FK0085
 FK0085                          STATION DESCRIPTION
 FK0085
 FK0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FK0085'AT ANADARKO.
 FK0085'AT ANADARKO, CADDO COUNTY, AT THE NEW COUNTY COURTHOUSE, ON THE
 FK0085'EAST PATIO, 49.3 FEET EAST OF THE FRONT DOOR, MAIN BULDING,
 FK0085'21.3 FEET SOUTH OF THE SOUTH WALL OF THE NORTH WING, 2.0 FEET
 FK0085'NORTH OF THE RETAINING WALL AND ABOUT 1.5 FEET ABOVE THE GROUND
 FK0085'LEVEL.  A STANDARD DISK STAMPED Y 31 RESET 1959.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0274 ***********************************************************************
 GJ0274  DESIGNATION -  Y 32
 GJ0274  PID         -  GJ0274
 GJ0274  STATE/COUNTY-  OK/WOODWARD
 GJ0274  COUNTRY     -  US
 GJ0274  USGS QUAD   -  WOODWARD (2018)
 GJ0274
 GJ0274                         *CURRENT SURVEY CONTROL
 GJ0274  ______________________________________________________________________
 GJ0274* NAD 83(1986) POSITION- 36 26 10.     (N) 099 27 41.     (W)   SCALED
 GJ0274* NAVD 88 ORTHO HEIGHT -   615.114 (meters)     2018.09  (feet) ADJUSTED
 GJ0274  ______________________________________________________________________
 GJ0274  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GJ0274  DYNAMIC HEIGHT  -        614.513 (meters)     2016.11  (feet) COMP
 GJ0274  MODELED GRAVITY -    979,635.7   (mgal)                       NAVD 88
 GJ0274
 GJ0274  VERT ORDER      -  FIRST     CLASS II
 GJ0274
 GJ0274.The horizontal coordinates were scaled from a map and have
 GJ0274.an estimated accuracy of +/- 6 seconds.
 GJ0274
 GJ0274.The orthometric height was determined by differential leveling and
 GJ0274.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0274.in June 1991.
 GJ0274
 GJ0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0274.GEOID18 height accuracy estimate available here.
 GJ0274
 GJ0274.Click photographs - Photos may exist for this station.
 GJ0274
 GJ0274.The dynamic height is computed by dividing the NAVD 88
 GJ0274.geopotential number by the normal gravity value computed on the
 GJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0274.degrees latitude (g = 980.6199 gals.).
 GJ0274
 GJ0274.The modeled gravity was interpolated from observed gravity values.
 GJ0274
 GJ0274;                    North         East    Units  Estimated Accuracy
 GJ0274;SPC OK N     -   160,330.      468,980.      MT  (+/- 180 meters Scaled)
 GJ0274
 GJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF586324(NAD 83)
 GJ0274
 GJ0274                          SUPERSEDED SURVEY CONTROL
 GJ0274
 GJ0274  NGVD 29 (??/??/92)  614.852  (m)         2017.23   (f) ADJ UNCH    1 2
 GJ0274
 GJ0274.Superseded values are not recommended for survey control.
 GJ0274
 GJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0274.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0274
 GJ0274_MARKER: DB = BENCH MARK DISK
 GJ0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GJ0274_SP_SET: PIER
 GJ0274_STAMPING: Y 32 1934
 GJ0274_MARK LOGO: CGS
 GJ0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0274
 GJ0274  HISTORY     - Date     Condition        Report By
 GJ0274  HISTORY     - 1934     MONUMENTED       CGS
 GJ0274
 GJ0274                          STATION DESCRIPTION
 GJ0274
 GJ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0274'4.1 MI SW FROM WOODWARD.
 GJ0274'4.1 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD IN THE
 GJ0274'TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE PIER
 GJ0274'OF OVER HEAD CROSSING 386C.  70 FEET EAST OF THE THIRD POLE
 GJ0274'EAST OF MILE POST 387.  30 FEET SOUTH OF THE CENTERLINE OF
 GJ0274'ATCHISON TOPEKA AND SANTA FE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0229 ***********************************************************************
 GJ0229  DESIGNATION -  Y 33
 GJ0229  PID         -  GJ0229
 GJ0229  STATE/COUNTY-  OK/DEWEY
 GJ0229  COUNTRY     -  US
 GJ0229  USGS QUAD   -  MUTUAL (2018)
 GJ0229
 GJ0229                         *CURRENT SURVEY CONTROL
 GJ0229  ______________________________________________________________________
 GJ0229* NAD 83(1986) POSITION- 36 08 40.59   (N) 099 13 22.35   (W)   HD_HELD1
 GJ0229* NAVD 88 ORTHO HEIGHT -   639.015 (meters)     2096.50  (feet) ADJUSTED
 GJ0229  ______________________________________________________________________
 GJ0229  GEOID HEIGHT    -        -28.035 (meters)                     GEOID18
 GJ0229  DYNAMIC HEIGHT  -        638.385 (meters)     2094.43  (feet) COMP
 GJ0229  MODELED GRAVITY -    979,625.6   (mgal)                       NAVD 88
 GJ0229
 GJ0229  VERT ORDER      -  SECOND    CLASS 0
 GJ0229
 GJ0229.The horizontal coordinates were determined by differentially corrected
 GJ0229.hand held GPS observations or other comparable positioning techniques
 GJ0229.and have an estimated accuracy of +/- 3 meters.
 GJ0229
 GJ0229.The orthometric height was determined by differential leveling and
 GJ0229.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0229.in June 1991.
 GJ0229
 GJ0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0229.GEOID18 height accuracy estimate available here.
 GJ0229
 GJ0229.Click photographs - Photos may exist for this station.
 GJ0229
 GJ0229.The dynamic height is computed by dividing the NAVD 88
 GJ0229.geopotential number by the normal gravity value computed on the
 GJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0229.degrees latitude (g = 980.6199 gals.).
 GJ0229
 GJ0229.The modeled gravity was interpolated from observed gravity values.
 GJ0229
 GJ0229;                    North         East    Units  Estimated Accuracy
 GJ0229;SPC OK N     -   127,690.6     489,951.6     MT  (+/- 3 meters HH1 GPS) 
 GJ0229
 GJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF7994900010(NAD 83)
 GJ0229
 GJ0229                          SUPERSEDED SURVEY CONTROL
 GJ0229
 GJ0229  NGVD 29 (??/??/92)  638.760  (m)         2095.67   (f) ADJ UNCH    2 0
 GJ0229
 GJ0229.Superseded values are not recommended for survey control.
 GJ0229
 GJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0229.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0229
 GJ0229_MARKER: DB = BENCH MARK DISK
 GJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0229_STAMPING: Y 33 1934
 GJ0229_MARK LOGO: CGS
 GJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0229+STABILITY: SURFACE MOTION
 GJ0229
 GJ0229  HISTORY     - Date     Condition        Report By
 GJ0229  HISTORY     - 1934     MONUMENTED       CGS
 GJ0229
 GJ0229                          STATION DESCRIPTION
 GJ0229
 GJ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0229'4.3 MI E FROM VICI.
 GJ0229'0.3 MILE WEST OF SMALL YELLOW FARM HOUSE ON THE NORTH SIDE
 GJ0229'OF THE HIGHWAY.  42 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 GJ0229'60.  345 FEET WEST OF NORTH AND SOUTH SECTION LINE ROAD.  2 FEET
 GJ0229'NORTH OF HIGHWAY RIGHT-OF-WAY FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0050 ***********************************************************************
 GJ0050  DESIGNATION -  Y 34
 GJ0050  PID         -  GJ0050
 GJ0050  STATE/COUNTY-  OK/BLAINE
 GJ0050  COUNTRY     -  US
 GJ0050  USGS QUAD   -  HOMESTEAD (2018)
 GJ0050
 GJ0050                         *CURRENT SURVEY CONTROL
 GJ0050  ______________________________________________________________________
 GJ0050* NAD 83(1986) POSITION- 36 08 39.     (N) 098 27 31.     (W)   SCALED
 GJ0050* NAVD 88 ORTHO HEIGHT -   415.586 (meters)     1363.47  (feet) ADJUSTED
 GJ0050  ______________________________________________________________________
 GJ0050  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 GJ0050  DYNAMIC HEIGHT  -        415.205 (meters)     1362.22  (feet) COMP
 GJ0050  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 GJ0050
 GJ0050  VERT ORDER      -  SECOND    CLASS 0
 GJ0050
 GJ0050.The horizontal coordinates were scaled from a map and have
 GJ0050.an estimated accuracy of +/- 6 seconds.
 GJ0050
 GJ0050.The orthometric height was determined by differential leveling and
 GJ0050.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0050.in June 1991.
 GJ0050
 GJ0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0050.GEOID18 height accuracy estimate available here.
 GJ0050
 GJ0050.Click photographs - Photos may exist for this station.
 GJ0050
 GJ0050.The dynamic height is computed by dividing the NAVD 88
 GJ0050.geopotential number by the normal gravity value computed on the
 GJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0050.degrees latitude (g = 980.6199 gals.).
 GJ0050
 GJ0050.The modeled gravity was interpolated from observed gravity values.
 GJ0050
 GJ0050;                    North         East    Units  Estimated Accuracy
 GJ0050;SPC OK N     -   127,050.      558,730.      MT  (+/- 180 meters Scaled)
 GJ0050
 GJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF487000(NAD 83)
 GJ0050
 GJ0050                          SUPERSEDED SURVEY CONTROL
 GJ0050
 GJ0050  NGVD 29 (??/??/92)  415.406  (m)         1362.88   (f) ADJ UNCH    2 0
 GJ0050
 GJ0050.Superseded values are not recommended for survey control.
 GJ0050
 GJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0050.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0050
 GJ0050_MARKER: DB = BENCH MARK DISK
 GJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0050_STAMPING: Y 34 1934
 GJ0050_MARK LOGO: CGS
 GJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0050+STABILITY: SURFACE MOTION
 GJ0050
 GJ0050  HISTORY     - Date     Condition        Report By
 GJ0050  HISTORY     - 1934     MONUMENTED       CGS
 GJ0050
 GJ0050                          STATION DESCRIPTION
 GJ0050
 GJ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0050'4 MI W FROM HOMESTEAD.
 GJ0050'4.0 MILES WEST CRI AND P RR PUMPING PLANT, AT HOMESTEAD 950 FEET
 GJ0050'SOUTH OF SMALL PINK FARM HOUSE.  33 FEET NORTH OF THE CENTERLINE
 GJ0050'OF GRADED COUNTY ROAD.  30 FEET EAST OF NORTH AND SOUTH SECTION
 GJ0050'LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0441 ***********************************************************************
 GH0441  DESIGNATION -  Y 35
 GH0441  PID         -  GH0441
 GH0441  STATE/COUNTY-  OK/GARFIELD
 GH0441  COUNTRY     -  US
 GH0441  USGS QUAD   -  ENID EAST (2018)
 GH0441
 GH0441                         *CURRENT SURVEY CONTROL
 GH0441  ______________________________________________________________________
 GH0441* NAD 83(1986) POSITION- 36 24 44.     (N) 097 51 21.     (W)   SCALED
 GH0441* NAVD 88 ORTHO HEIGHT -   378.610 (meters)     1242.16  (feet) ADJUSTED
 GH0441  ______________________________________________________________________
 GH0441  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 GH0441  DYNAMIC HEIGHT  -        378.278 (meters)     1241.07  (feet) COMP
 GH0441  MODELED GRAVITY -    979,743.2   (mgal)                       NAVD 88
 GH0441
 GH0441  VERT ORDER      -  SECOND    CLASS 0
 GH0441
 GH0441.The horizontal coordinates were scaled from a map and have
 GH0441.an estimated accuracy of +/- 6 seconds.
 GH0441
 GH0441.The orthometric height was determined by differential leveling and
 GH0441.adjusted by the NATIONAL GEODETIC SURVEY
 GH0441.in June 1991.
 GH0441
 GH0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0441.GEOID18 height accuracy estimate available here.
 GH0441
 GH0441.Click photographs - Photos may exist for this station.
 GH0441
 GH0441.The dynamic height is computed by dividing the NAVD 88
 GH0441.geopotential number by the normal gravity value computed on the
 GH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0441.degrees latitude (g = 980.6199 gals.).
 GH0441
 GH0441.The modeled gravity was interpolated from observed gravity values.
 GH0441
 GH0441;                    North         East    Units  Estimated Accuracy
 GH0441;SPC OK N     -   156,700.      612,930.      MT  (+/- 180 meters Scaled)
 GH0441
 GH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF025302(NAD 83)
 GH0441
 GH0441                          SUPERSEDED SURVEY CONTROL
 GH0441
 GH0441  NGVD 29 (??/??/92)  378.469  (m)         1241.69   (f) ADJ UNCH    2 0
 GH0441
 GH0441.Superseded values are not recommended for survey control.
 GH0441
 GH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0441.See file dsdata.pdf to determine how the superseded data were derived.
 GH0441
 GH0441_MARKER: DB = BENCH MARK DISK
 GH0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0441_STAMPING: Y 35 1934
 GH0441_MARK LOGO: CGS
 GH0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0441+STABILITY: SURFACE MOTION
 GH0441
 GH0441  HISTORY     - Date     Condition        Report By
 GH0441  HISTORY     - 1934     MONUMENTED       CGS
 GH0441  HISTORY     - 1953     MARK NOT FOUND   CGS
 GH0441
 GH0441                          STATION DESCRIPTION
 GH0441
 GH0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0441'1.2 MI E FROM ENID.
 GH0441'1.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0441'THE POST OFFICE AT ENID, GARFIELD COUNTY, 8 FEET EAST OF MILEPOST
 GH0441'584, 51 FEET SOUTHEAST OF A YARD SWITCH, AND 50 FEET SOUTH
 GH0441'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 GH0441'Y 35 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE
 GH0441'IS NO RAILROAD 1.2 MILES EAST OF THE POST OFFICE.  THE ST. LOUIS
 GH0441'AND SAN FRANCISCO RAILROAD MILEPOST REFERRED TO IN THE OLD
 GH0441'DESCRIPTION IS 2.2 MILES NORTHEAST OF THE POST OFFICE AT ENID.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0341 ***********************************************************************
 EM0341  DESIGNATION -  Y 36
 EM0341  PID         -  EM0341
 EM0341  STATE/COUNTY-  OK/TILLMAN
 EM0341  COUNTRY     -  US
 EM0341  USGS QUAD   -  FREDERICK SE (2018)
 EM0341
 EM0341                         *CURRENT SURVEY CONTROL
 EM0341  ______________________________________________________________________
 EM0341* NAD 83(1986) POSITION- 34 22 12.     (N) 099 01 35.     (W)   SCALED
 EM0341* NAVD 88 ORTHO HEIGHT -   386.568 (meters)     1268.27  (feet) ADJUSTED
 EM0341  ______________________________________________________________________
 EM0341  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 EM0341  DYNAMIC HEIGHT  -        386.146 (meters)     1266.88  (feet) COMP
 EM0341  MODELED GRAVITY -    979,531.6   (mgal)                       NAVD 88
 EM0341
 EM0341  VERT ORDER      -  SECOND    CLASS 0
 EM0341
 EM0341.The horizontal coordinates were scaled from a map and have
 EM0341.an estimated accuracy of +/- 6 seconds.
 EM0341
 EM0341.The orthometric height was determined by differential leveling and
 EM0341.adjusted by the NATIONAL GEODETIC SURVEY
 EM0341.in June 1991.
 EM0341
 EM0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0341.GEOID18 height accuracy estimate available here.
 EM0341
 EM0341.Click photographs - Photos may exist for this station.
 EM0341
 EM0341.The dynamic height is computed by dividing the NAVD 88
 EM0341.geopotential number by the normal gravity value computed on the
 EM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0341.degrees latitude (g = 980.6199 gals.).
 EM0341
 EM0341.The modeled gravity was interpolated from observed gravity values.
 EM0341
 EM0341;                    North         East    Units  Estimated Accuracy
 EM0341;SPC OK S     -   115,470.      505,600.      MT  (+/- 180 meters Scaled)
 EM0341
 EM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD975031(NAD 83)
 EM0341
 EM0341                          SUPERSEDED SURVEY CONTROL
 EM0341
 EM0341  NGVD 29 (??/??/92)  386.424  (m)         1267.79   (f) ADJ UNCH    2 0
 EM0341
 EM0341.Superseded values are not recommended for survey control.
 EM0341
 EM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0341.See file dsdata.pdf to determine how the superseded data were derived.
 EM0341
 EM0341_MARKER: DB = BENCH MARK DISK
 EM0341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0341_SP_SET: CULVERT HEADWALL
 EM0341_STAMPING: Y 36 1934
 EM0341_MARK LOGO: CGS
 EM0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0341+STABILITY: SURFACE MOTION
 EM0341
 EM0341  HISTORY     - Date     Condition        Report By
 EM0341  HISTORY     - 1934     MONUMENTED       CGS
 EM0341  HISTORY     - 1963     GOOD             CGS
 EM0341
 EM0341                          STATION DESCRIPTION
 EM0341
 EM0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0341'1.2 MI S FROM FREDERICK.
 EM0341'1.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EM0341'FREDERICK, 300 FEET SOUTH OF THE TWENTIETH POLE SOUTH OF MILEPOST 764,
 EM0341'AT A LONG CURVE IN STATE HIGHWAY 14, AND IN THE TOP OF THE EAST
 EM0341'HEADWALL OF A RAILROAD CULVERT.  A STANDARD DISK, STAMPED Y 36 1934.
 EM0341
 EM0341                          STATION RECOVERY (1963)
 EM0341
 EM0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0029 ***********************************************************************
 EM0029  DESIGNATION -  Y 37
 EM0029  PID         -  EM0029
 EM0029  STATE/COUNTY-  OK/COMANCHE
 EM0029  COUNTRY     -  US
 EM0029  USGS QUAD   -  LAWTON (2018)
 EM0029
 EM0029                         *CURRENT SURVEY CONTROL
 EM0029  ______________________________________________________________________
 EM0029* NAD 83(1986) POSITION- 34 36 11.3    (N) 098 23 42.2    (W)   HD_HELD2
 EM0029* NAVD 88 ORTHO HEIGHT -   338.114 (meters)     1109.30  (feet) ADJUSTED
 EM0029  ______________________________________________________________________
 EM0029  GEOID HEIGHT    -        -25.675 (meters)                     GEOID18
 EM0029  DYNAMIC HEIGHT  -        337.776 (meters)     1108.19  (feet) COMP
 EM0029  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 EM0029
 EM0029  VERT ORDER      -  SECOND    CLASS 0
 EM0029
 EM0029.The horizontal coordinates were established by autonomous hand held GPS
 EM0029.observations and have an estimated accuracy of +/- 10 meters.
 EM0029
 EM0029.The orthometric height was determined by differential leveling and
 EM0029.adjusted by the NATIONAL GEODETIC SURVEY
 EM0029.in June 1991.
 EM0029
 EM0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0029.GEOID18 height accuracy estimate available here.
 EM0029
 EM0029.Click photographs - Photos may exist for this station.
 EM0029
 EM0029.The dynamic height is computed by dividing the NAVD 88
 EM0029.geopotential number by the normal gravity value computed on the
 EM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0029.degrees latitude (g = 980.6199 gals.).
 EM0029
 EM0029.The modeled gravity was interpolated from observed gravity values.
 EM0029
 EM0029;                    North         East    Units  Estimated Accuracy
 EM0029;SPC OK S     -   140,922.      563,765.      MT  (+/- 10 meters HH2 GPS)
 EM0029
 EM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5546729200(NAD 83)
 EM0029
 EM0029                          SUPERSEDED SURVEY CONTROL
 EM0029
 EM0029  NGVD 29 (??/??/92)  338.014  (m)         1108.97   (f) ADJ UNCH    2 0
 EM0029
 EM0029.Superseded values are not recommended for survey control.
 EM0029
 EM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0029.See file dsdata.pdf to determine how the superseded data were derived.
 EM0029
 EM0029_MARKER: DB = BENCH MARK DISK
 EM0029_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EM0029_SP_SET: BANISTER
 EM0029_STAMPING: Y 37 1934 1108.961
 EM0029_MARK LOGO: CGS
 EM0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0029+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 EM0029
 EM0029  HISTORY     - Date     Condition        Report By
 EM0029  HISTORY     - 1934     MONUMENTED       CGS
 EM0029  HISTORY     - 1963     GOOD             CGS
 EM0029  HISTORY     - 1971     GOOD             OKDH
 EM0029  HISTORY     - 20000223 GOOD             LOCSUR
 EM0029  HISTORY     - 20010913 GOOD             LOCSUR
 EM0029  HISTORY     - 20081007 GOOD             CLOLS
 EM0029  HISTORY     - 20140729 GOOD             GEOCAC
 EM0029
 EM0029                          STATION DESCRIPTION
 EM0029
 EM0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0029'IN LAWTIN.
 EM0029'AT LAWTON, COMANCHE COUNTY, AT THE OLD POST OFFICE BUILDING, IN THE
 EM0029'NORTHEAST ANGLE OF THE INTERSECTION OF E AVENUE AND S 5TH STREET, 9.0
 EM0029'FEET WEST AND 6.5 FEET SOUTH OF THE CENTER OF THE SOUTH DOUBLE DOOR ON
 EM0029'THE WEST SIDE AND FACE OF THE BUILDING, 8.0 FEET WEST OF THE WEST WALL
 EM0029'OF THE BUILDING AND IN THE TOP OF THE CUT STONE BANISTER AT THE SOUTH
 EM0029'END OF THE STEPS AND 20 INCHES ABOVE THE SIDE WALK.  NOTE -- THE MARK
 EM0029'IS NOT SET VERTICALLY AS LISTED.
 EM0029
 EM0029                          STATION RECOVERY (1971)
 EM0029
 EM0029'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0029'RECOVERED IN GOOD CONDITION.
 EM0029
 EM0029                          STATION RECOVERY (2000)
 EM0029
 EM0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0029'RECOVERED AS DESCRIBED.
 EM0029
 EM0029                          STATION RECOVERY (2001)
 EM0029
 EM0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DP)
 EM0029'RECOVERED IN GOOD CONDITION.
 EM0029
 EM0029                          STATION RECOVERY (2008)
 EM0029
 EM0029'RECOVERY NOTE BY CITY LAWTON OK LAND SURV 2008 (DP)
 EM0029'RECOVERED IN GOOD CONDITION.
 EM0029
 EM0029                          STATION RECOVERY (2014)
 EM0029
 EM0029'RECOVERY NOTE BY GEOCACHING 2014 (MDR)
 EM0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0569 ***********************************************************************
 DN0569  DESIGNATION -  Y 38
 DN0569  PID         -  DN0569
 DN0569  STATE/COUNTY-  OK/LOVE
 DN0569  COUNTRY     -  US
 DN0569  USGS QUAD   -  MARIETTA EAST (2018)
 DN0569
 DN0569                         *CURRENT SURVEY CONTROL
 DN0569  ______________________________________________________________________
 DN0569* NAD 83(1986) POSITION- 33 55 55.     (N) 097 07 03.     (W)   SCALED
 DN0569* NAVD 88 ORTHO HEIGHT -   256.090 (meters)      840.19  (feet) ADJUSTED
 DN0569  ______________________________________________________________________
 DN0569  GEOID HEIGHT    -        -26.100 (meters)                     GEOID18
 DN0569  DYNAMIC HEIGHT  -        255.818 (meters)      839.30  (feet) COMP
 DN0569  MODELED GRAVITY -    979,567.3   (mgal)                       NAVD 88
 DN0569
 DN0569  VERT ORDER      -  SECOND    CLASS 0
 DN0569
 DN0569.The horizontal coordinates were scaled from a map and have
 DN0569.an estimated accuracy of +/- 6 seconds.
 DN0569
 DN0569.The orthometric height was determined by differential leveling and
 DN0569.adjusted by the NATIONAL GEODETIC SURVEY
 DN0569.in June 1991.
 DN0569
 DN0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0569.GEOID18 height accuracy estimate available here.
 DN0569
 DN0569.Click photographs - Photos may exist for this station.
 DN0569
 DN0569.The dynamic height is computed by dividing the NAVD 88
 DN0569.geopotential number by the normal gravity value computed on the
 DN0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0569.degrees latitude (g = 980.6199 gals.).
 DN0569
 DN0569.The modeled gravity was interpolated from observed gravity values.
 DN0569
 DN0569;                    North         East    Units  Estimated Accuracy
 DN0569;SPC OK S     -    66,760.      681,590.      MT  (+/- 180 meters Scaled)
 DN0569
 DN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC739562(NAD 83)
 DN0569
 DN0569                          SUPERSEDED SURVEY CONTROL
 DN0569
 DN0569  NGVD 29 (??/??/92)  256.034  (m)          840.00   (f) ADJ UNCH    2 0
 DN0569
 DN0569.Superseded values are not recommended for survey control.
 DN0569
 DN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0569.See file dsdata.pdf to determine how the superseded data were derived.
 DN0569
 DN0569_MARKER: DB = BENCH MARK DISK
 DN0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0569_SP_SET: BUILDING
 DN0569_STAMPING: Y 38 1934
 DN0569_MARK LOGO: CGS
 DN0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0569
 DN0569  HISTORY     - Date     Condition        Report By
 DN0569  HISTORY     - 1934     MONUMENTED       CGS
 DN0569  HISTORY     - 1967     MARK NOT FOUND   USGS
 DN0569
 DN0569                          STATION DESCRIPTION
 DN0569
 DN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0569'IN MARIETTTA.
 DN0569'IN THE SOUTH EDGE OF TOWN ACROSS THE TRACK FROM THE MAGNOLIA PETROLEUM
 DN0569'COMPANY BULK STATION.  200 FEET WEST OF GULF COLORADO AND SANTA FE RR
 DN0569'TRACK IN FENCE LINE.
 DN0569
 DN0569                          STATION RECOVERY (1967)
 DN0569
 DN0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DN0569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0462 ***********************************************************************
 EL0462  DESIGNATION -  Y 39
 EL0462  PID         -  EL0462
 EL0462  STATE/COUNTY-  OK/MURRAY
 EL0462  COUNTRY     -  US
 EL0462  USGS QUAD   -  DOUGHERTY (2018)
 EL0462
 EL0462                         *CURRENT SURVEY CONTROL
 EL0462  ______________________________________________________________________
 EL0462* NAD 83(1986) POSITION- 34 29 50.     (N) 097 07 06.     (W)   SCALED
 EL0462* NAVD 88 ORTHO HEIGHT -   255.898 (meters)      839.56  (feet) ADJUSTED
 EL0462  ______________________________________________________________________
 EL0462  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 EL0462  DYNAMIC HEIGHT  -        255.647 (meters)      838.74  (feet) COMP
 EL0462  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 EL0462
 EL0462  VERT ORDER      -  SECOND    CLASS 0
 EL0462
 EL0462.The horizontal coordinates were scaled from a map and have
 EL0462.an estimated accuracy of +/- 6 seconds.
 EL0462
 EL0462.The orthometric height was determined by differential leveling and
 EL0462.adjusted by the NATIONAL GEODETIC SURVEY
 EL0462.in June 1991.
 EL0462
 EL0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0462.GEOID18 height accuracy estimate available here.
 EL0462
 EL0462.Click photographs - Photos may exist for this station.
 EL0462
 EL0462.The dynamic height is computed by dividing the NAVD 88
 EL0462.geopotential number by the normal gravity value computed on the
 EL0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0462.degrees latitude (g = 980.6199 gals.).
 EL0462
 EL0462.The modeled gravity was interpolated from observed gravity values.
 EL0462
 EL0462;                    North         East    Units  Estimated Accuracy
 EL0462;SPC OK S     -   129,460.      680,970.      MT  (+/- 180 meters Scaled)
 EL0462
 EL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD727188(NAD 83)
 EL0462
 EL0462                          SUPERSEDED SURVEY CONTROL
 EL0462
 EL0462  NGVD 29 (??/??/92)  255.840  (m)          839.37   (f) ADJ UNCH    2 0
 EL0462
 EL0462.Superseded values are not recommended for survey control.
 EL0462
 EL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0462.See file dsdata.pdf to determine how the superseded data were derived.
 EL0462
 EL0462_MARKER: DB = BENCH MARK DISK
 EL0462_STAMPING: Y 39 1934
 EL0462_MARK LOGO: CGS
 EL0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0462
 EL0462  HISTORY     - Date     Condition        Report By
 EL0462  HISTORY     - 1931     MONUMENTED       CGS
 EL0462  HISTORY     - 1963     MARK NOT FOUND   USGS
 EL0462
 EL0462                          STATION DESCRIPTION
 EL0462
 EL0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 EL0462'AT DAVIS.
 EL0462'AT DAVIS RR JUNCTION.  JUNCTION OF GULF COLORADO AND SANTA FE
 EL0462'RR BRANCH LINE TO SULPHUR, 1/4 MILE SOUTH OF DAVIS DEPOT.  50
 EL0462'FEET EAST OF TRACKS.
 EL0462
 EL0462                          STATION RECOVERY (1963)
 EL0462
 EL0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EL0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0253 ***********************************************************************
 FH0253  DESIGNATION -  Y 4
 FH0253  PID         -  FH0253
 FH0253  STATE/COUNTY-  OK/LE FLORE
 FH0253  COUNTRY     -  US
 FH0253  USGS QUAD   -  BOKOSHE (2018)
 FH0253
 FH0253                         *CURRENT SURVEY CONTROL
 FH0253  ______________________________________________________________________
 FH0253* NAD 83(1986) POSITION- 35 10 08.     (N) 094 50 25.     (W)   SCALED
 FH0253* NAVD 88 ORTHO HEIGHT -   176.795 (meters)      580.03  (feet) ADJUSTED
 FH0253  ______________________________________________________________________
 FH0253  GEOID HEIGHT    -        -31.042 (meters)                     GEOID18
 FH0253  DYNAMIC HEIGHT  -        176.621 (meters)      579.46  (feet) COMP
 FH0253  MODELED GRAVITY -    979,644.8   (mgal)                       NAVD 88
 FH0253
 FH0253  VERT ORDER      -  FIRST     CLASS II
 FH0253
 FH0253.The horizontal coordinates were scaled from a map and have
 FH0253.an estimated accuracy of +/- 6 seconds.
 FH0253
 FH0253.The orthometric height was determined by differential leveling and
 FH0253.adjusted by the NATIONAL GEODETIC SURVEY
 FH0253.in June 1991.
 FH0253
 FH0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0253.GEOID18 height accuracy estimate available here.
 FH0253
 FH0253.Click photographs - Photos may exist for this station.
 FH0253
 FH0253.The dynamic height is computed by dividing the NAVD 88
 FH0253.geopotential number by the normal gravity value computed on the
 FH0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0253.degrees latitude (g = 980.6199 gals.).
 FH0253
 FH0253.The modeled gravity was interpolated from observed gravity values.
 FH0253
 FH0253;                    North         East    Units  Estimated Accuracy
 FH0253;SPC OK S     -   208,120.      887,800.      MT  (+/- 180 meters Scaled)
 FH0253
 FH0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU324933(NAD 83)
 FH0253
 FH0253                          SUPERSEDED SURVEY CONTROL
 FH0253
 FH0253  NGVD 29 (??/??/92)  176.680  (m)          579.66   (f) ADJ UNCH    1 2
 FH0253
 FH0253.Superseded values are not recommended for survey control.
 FH0253
 FH0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0253.See file dsdata.pdf to determine how the superseded data were derived.
 FH0253
 FH0253_MARKER: DB = BENCH MARK DISK
 FH0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0253_STAMPING: 579.658 Y 4 1933
 FH0253_MARK LOGO: CGS
 FH0253_PROJECTION: FLUSH
 FH0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0253+STABILITY: SURFACE MOTION
 FH0253
 FH0253  HISTORY     - Date     Condition        Report By
 FH0253  HISTORY     - 1933     MONUMENTED       CGS
 FH0253  HISTORY     - 1959     GOOD             CGS
 FH0253  HISTORY     - 20170328 GOOD             GRWAS
 FH0253
 FH0253                          STATION DESCRIPTION
 FH0253
 FH0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0253'1.4 MI E FROM MILTON.
 FH0253'1.4 MILES EAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0253'RAILWAY FROM MILTON, LE FLORE COUNTY, AT A ROAD CROSSING, 40
 FH0253'FEET SOUTH OF THE OLD ROADBED, AND 25 FEET WEST OF THE CENTER
 FH0253'LINE OF THE ROAD.  A STANDARD DISK, STAMPED 579.658 Y 4 1933
 FH0253'AND SET IN THE TOP OF A CONCRETE POST.
 FH0253
 FH0253                          STATION RECOVERY (2017)
 FH0253
 FH0253'RECOVERY NOTE BY GRW AERIAL SURVEY 2017 (DAM)
 FH0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0165 ***********************************************************************
 EL0165  DESIGNATION -  Y 40
 EL0165  PID         -  EL0165
 EL0165  STATE/COUNTY-  OK/MARSHALL
 EL0165  COUNTRY     -  US
 EL0165  USGS QUAD   -  MANNSVILLE (2018)
 EL0165
 EL0165                         *CURRENT SURVEY CONTROL
 EL0165  ______________________________________________________________________
 EL0165* NAD 83(1986) POSITION- 34 09 43.3    (N) 096 54 57.1    (W)   HD_HELD2
 EL0165* NAVD 88 ORTHO HEIGHT -   256.983 (meters)      843.12  (feet) ADJUSTED
 EL0165  ______________________________________________________________________
 EL0165  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 EL0165  DYNAMIC HEIGHT  -        256.714 (meters)      842.24  (feet) COMP
 EL0165  MODELED GRAVITY -    979,582.7   (mgal)                       NAVD 88
 EL0165
 EL0165  VERT ORDER      -  FIRST     CLASS II
 EL0165
 EL0165.The horizontal coordinates were established by autonomous hand held GPS
 EL0165.observations and have an estimated accuracy of +/- 10 meters.
 EL0165
 EL0165.The orthometric height was determined by differential leveling and
 EL0165.adjusted by the NATIONAL GEODETIC SURVEY
 EL0165.in June 1991.
 EL0165
 EL0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0165.GEOID18 height accuracy estimate available here.
 EL0165
 EL0165.Click photographs - Photos may exist for this station.
 EL0165
 EL0165.The dynamic height is computed by dividing the NAVD 88
 EL0165.geopotential number by the normal gravity value computed on the
 EL0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0165.degrees latitude (g = 980.6199 gals.).
 EL0165
 EL0165.The modeled gravity was interpolated from observed gravity values.
 EL0165
 EL0165;                    North         East    Units  Estimated Accuracy
 EL0165;SPC OK S     -    92,458.      699,962.      MT  (+/- 10 meters HH2 GPS)
 EL0165
 EL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9211582084(NAD 83)
 EL0165
 EL0165                          SUPERSEDED SURVEY CONTROL
 EL0165
 EL0165  NGVD 29 (??/??/92)  256.919  (m)          842.91   (f) ADJ UNCH    1 2
 EL0165
 EL0165.Superseded values are not recommended for survey control.
 EL0165
 EL0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0165.See file dsdata.pdf to determine how the superseded data were derived.
 EL0165
 EL0165_MARKER: DB = BENCH MARK DISK
 EL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0165_STAMPING: Y 40 1934
 EL0165_MARK LOGO: CGS
 EL0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 EL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0165+STABILITY: SURFACE MOTION
 EL0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0165+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1994
 EL0165
 EL0165  HISTORY     - Date     Condition        Report By
 EL0165  HISTORY     - 1934     MONUMENTED       CGS
 EL0165  HISTORY     - 1961     GOOD             CGS
 EL0165  HISTORY     - 19940228 GOOD             NGS
 EL0165
 EL0165                          STATION DESCRIPTION
 EL0165
 EL0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EL0165'5.8 MI SE FROM DICKSON.
 EL0165'DISKSON, 1.8 MILES SOUTH AND 4.0 MILES EAST OF, T. 4 S., R. 4 E.,
 EL0165'NEAR SOUTH 1/16 COR. SECS. 31 AND 32, 47 FT. SOUTH CL. R.R. TRACKS,
 EL0165'3 FT. NORTH AND 35 FT. WEST OF T-FENCE SOUTH, 3.2 FT. BELOW CL.
 EL0165'R.R. IN LINE WITH FENCE SOUTH, 19 FT. NORTHWEST OF TEL. POLE
 EL0165'5385, IN CONCRETE POST PROJECTING 0.5 FT, STD DISK STAMPED Y 40 1934
 EL0165'PTD. B.M. IN C. AND G.S. LINE 74
 EL0165
 EL0165                          STATION RECOVERY (1994)
 EL0165
 EL0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0165'0.1 KM (0.05 MI) EASTERLY ALONG STATE HIGHWAY 199 FROM THE POST OFFICE
 EL0165'IN MANNSVILLE, THENCE 3.9 KM (2.40 MI) SOUTHERLY ALONG SOUTH GRAND
 EL0165'AVENUE AND THEN A PAVED ROAD, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG
 EL0165'A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A TRACK
 EL0165'ROAD, 14.3 M (46.9 FT) WEST OF THE ROAD CENTER, 13.1 M (43.0 FT)
 EL0165'SOUTH OF THE CENTER OF THE OLD RAILROAD GRADE (NOW A GRAVELED ROAD),
 EL0165'10.4 M (34.1 FT) WEST OF A FENCE CORNER, 1.1 M (3.6 FT) NORTH OF A
 EL0165'WITNESS POST AND FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD,
 EL0165'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0490 ***********************************************************************
 EL0490  DESIGNATION -  Y 42
 EL0490  PID         -  EL0490
 EL0490  STATE/COUNTY-  OK/STEPHENS
 EL0490  COUNTRY     -  US
 EL0490  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0490
 EL0490                         *CURRENT SURVEY CONTROL
 EL0490  ______________________________________________________________________
 EL0490* NAD 83(1986) POSITION- 34 28 19.     (N) 097 57 30.     (W)   SCALED
 EL0490* NAVD 88 ORTHO HEIGHT -   331.862 (meters)     1088.78  (feet) ADJUSTED
 EL0490  ______________________________________________________________________
 EL0490  GEOID HEIGHT    -        -25.677 (meters)                     GEOID18
 EL0490  DYNAMIC HEIGHT  -        331.523 (meters)     1087.67  (feet) COMP
 EL0490  MODELED GRAVITY -    979,603.0   (mgal)                       NAVD 88
 EL0490
 EL0490  VERT ORDER      -  FIRST     CLASS II
 EL0490
 EL0490.The horizontal coordinates were scaled from a map and have
 EL0490.an estimated accuracy of +/- 6 seconds.
 EL0490
 EL0490.The orthometric height was determined by differential leveling and
 EL0490.adjusted by the NATIONAL GEODETIC SURVEY
 EL0490.in June 1991.
 EL0490
 EL0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0490.GEOID18 height accuracy estimate available here.
 EL0490
 EL0490.Click photographs - Photos may exist for this station.
 EL0490
 EL0490.The dynamic height is computed by dividing the NAVD 88
 EL0490.geopotential number by the normal gravity value computed on the
 EL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0490.degrees latitude (g = 980.6199 gals.).
 EL0490
 EL0490.The modeled gravity was interpolated from observed gravity values.
 EL0490
 EL0490;                    North         East    Units  Estimated Accuracy
 EL0490;SPC OK S     -   126,300.      603,830.      MT  (+/- 180 meters Scaled)
 EL0490
 EL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND956149(NAD 83)
 EL0490
 EL0490                          SUPERSEDED SURVEY CONTROL
 EL0490
 EL0490  NGVD 29 (??/??/92)  331.780  (m)         1088.51   (f) ADJ UNCH    1 2
 EL0490
 EL0490.Superseded values are not recommended for survey control.
 EL0490
 EL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0490.See file dsdata.pdf to determine how the superseded data were derived.
 EL0490
 EL0490_MARKER: DB = BENCH MARK DISK
 EL0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0490_STAMPING: Y 42 1934
 EL0490_MARK LOGO: CGS
 EL0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0490+STABILITY: SURFACE MOTION
 EL0490
 EL0490  HISTORY     - Date     Condition        Report By
 EL0490  HISTORY     - 1934     MONUMENTED       CGS
 EL0490  HISTORY     - 1965     GOOD             CGS
 EL0490  HISTORY     - 1986     GOOD             NGS
 EL0490
 EL0490                          STATION DESCRIPTION
 EL0490
 EL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0490'2.3 MI S FROM DUNCAN.
 EL0490'2.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0490'RAILROAD FROM THE STATION AT DUNCAN, STEPHENS COUNTY, 250 YARDS
 EL0490'NORTHEAST ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF DUNCAN
 EL0490'AIRPORT, 250 FEET NORTH OF THE TWENTY-FIFTH POLE SOUTH OF
 EL0490'MILEPOST 477, 47 FEET EAST OF THE EAST RAIL, AND AT THE EAST
 EL0490'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED Y 42 1934
 EL0490'AND SET IN THE TOP OF A CONCRETE POST.
 EL0490
 EL0490                          STATION RECOVERY (1965)
 EL0490
 EL0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EL0490'RECOVERED IN GOOD CONDITION.
 EL0490
 EL0490                          STATION RECOVERY (1986)
 EL0490
 EL0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0490'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 EL0490'SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET) FROM ITS JUNCTION
 EL0490'WITH U.S. HIGHWAY 81 IN DUNCAN, THENCE 0.8 KM (0.5 MI) EAST ALONG A
 EL0490'GRAVELED ROAD, THENCE 1.1 KM (0.7 MI) NORTHERLY ALONG THE OKLAHOMA
 EL0490'KANSAS TEXAS RAILROAD.  ADD--0.3 M (1.0 FT) WEST OF A FENCE.
 EL0490'NOTE--NOT LEVELED TO DURING THIS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0834 ***********************************************************************
 DN0834  DESIGNATION -  Y 43
 DN0834  PID         -  DN0834
 DN0834  STATE/COUNTY-  OK/JEFFERSON
 DN0834  COUNTRY     -  US
 DN0834  USGS QUAD   -  TERRAL (2019)
 DN0834
 DN0834                         *CURRENT SURVEY CONTROL
 DN0834  ______________________________________________________________________
 DN0834* NAD 83(1986) POSITION- 33 53 45.     (N) 097 56 30.     (W)   SCALED
 DN0834* NAVD 88 ORTHO HEIGHT -   257.916 (meters)      846.18  (feet) ADJUSTED
 DN0834  ______________________________________________________________________
 DN0834  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 DN0834  DYNAMIC HEIGHT  -        257.637 (meters)      845.26  (feet) COMP
 DN0834  MODELED GRAVITY -    979,547.9   (mgal)                       NAVD 88
 DN0834
 DN0834  VERT ORDER      -  FIRST     CLASS II
 DN0834
 DN0834.The horizontal coordinates were scaled from a map and have
 DN0834.an estimated accuracy of +/- 6 seconds.
 DN0834
 DN0834.The orthometric height was determined by differential leveling and
 DN0834.adjusted by the NATIONAL GEODETIC SURVEY
 DN0834.in June 1991.
 DN0834
 DN0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0834.GEOID18 height accuracy estimate available here.
 DN0834
 DN0834.Click photographs - Photos may exist for this station.
 DN0834
 DN0834.The dynamic height is computed by dividing the NAVD 88
 DN0834.geopotential number by the normal gravity value computed on the
 DN0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0834.degrees latitude (g = 980.6199 gals.).
 DN0834
 DN0834.The modeled gravity was interpolated from observed gravity values.
 DN0834
 DN0834;                    North         East    Units  Estimated Accuracy
 DN0834;SPC OK S     -    62,400.      605,400.      MT  (+/- 180 meters Scaled)
 DN0834
 DN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978511(NAD 83)
 DN0834
 DN0834                          SUPERSEDED SURVEY CONTROL
 DN0834
 DN0834  NGVD 29 (??/??/92)  257.869  (m)          846.03   (f) ADJ UNCH    1 2
 DN0834
 DN0834.Superseded values are not recommended for survey control.
 DN0834
 DN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0834.See file dsdata.pdf to determine how the superseded data were derived.
 DN0834
 DN0834_MARKER: DB = BENCH MARK DISK
 DN0834_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN0834+WITH SETTING: PAVEMENT
 DN0834_SP_SET: CONCRETE PAD
 DN0834_STAMPING: Y 43 1934
 DN0834_MARK LOGO: CGS
 DN0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0834+STABILITY: SURFACE MOTION
 DN0834
 DN0834  HISTORY     - Date     Condition        Report By
 DN0834  HISTORY     - 1934     MONUMENTED       CGS
 DN0834  HISTORY     - 1963     GOOD             CGS
 DN0834  HISTORY     - 1986     GOOD             NGS
 DN0834
 DN0834                          STATION DESCRIPTION
 DN0834
 DN0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DN0834'IN TERRAL.
 DN0834'AT TERRAL, JEFFERSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 DN0834'RAILROAD, 160 FEET SOUTH OF THE STATION, AT THE WATER COLUMN, IN THE
 DN0834'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, AND 2.5 FEET WEST OF
 DN0834'THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Y 43 1934.
 DN0834'NOTE-- WATER COLUMN AND RAILWAY STATION GONE.  COLUMN FOUNDATION IN
 DN0834'PLACE IN GOOD CONDITION, IT IS 7-1/2 RAILS SOUTH OF ROAD AND RAILROAD
 DN0834'CROSSING AND 40 FEET NORTHWEST OF A SMALL 8 X 8 FOOT BUILDING HOUSEING
 DN0834'THE CITY WATER WELL.
 DN0834
 DN0834                          STATION RECOVERY (1986)
 DN0834
 DN0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0834'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  30.2 KM
 DN0834'(18.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0834'HIGHWAY 70 IN WAURIKA, IN THE SOUTHEAST CORNER OF A CONCRETE PAD THAT
 DN0834'WAS A FOUNATION OF AN OLD WATER TANK, 62.0 M (203.4 FT) WEST OF THE
 DN0834'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) NORTHWEST OF THE NORTHWEST
 DN0834'CORNER OF A SMALL FRAME BUILDING, AND 0.8 M (2.6 FT) WEST OF THE NEAR
 DN0834'RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD.
 DN0834'THE MARK IS 0.2 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0161 ***********************************************************************
 EL0161  DESIGNATION -  Y 45
 EL0161  PID         -  EL0161
 EL0161  STATE/COUNTY-  OK/ATOKA
 EL0161  COUNTRY     -  US
 EL0161  USGS QUAD   -  LEHIGH (2019)
 EL0161
 EL0161                         *CURRENT SURVEY CONTROL
 EL0161  ______________________________________________________________________
 EL0161* NAD 83(1986) POSITION- 34 23 32.     (N) 096 07 44.     (W)   SCALED
 EL0161* NAVD 88 ORTHO HEIGHT -   168.301 (meters)      552.17  (feet) ADJUSTED
 EL0161  ______________________________________________________________________
 EL0161  GEOID HEIGHT    -        -28.130 (meters)                     GEOID18
 EL0161  DYNAMIC HEIGHT  -        168.129 (meters)      551.60  (feet) COMP
 EL0161  MODELED GRAVITY -    979,608.2   (mgal)                       NAVD 88
 EL0161
 EL0161  VERT ORDER      -  SECOND    CLASS 0
 EL0161
 EL0161.The horizontal coordinates were scaled from a map and have
 EL0161.an estimated accuracy of +/- 6 seconds.
 EL0161
 EL0161.The orthometric height was determined by differential leveling and
 EL0161.adjusted by the NATIONAL GEODETIC SURVEY
 EL0161.in June 1991.
 EL0161
 EL0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0161.GEOID18 height accuracy estimate available here.
 EL0161
 EL0161.Click photographs - Photos may exist for this station.
 EL0161
 EL0161.The dynamic height is computed by dividing the NAVD 88
 EL0161.geopotential number by the normal gravity value computed on the
 EL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0161.degrees latitude (g = 980.6199 gals.).
 EL0161
 EL0161.The modeled gravity was interpolated from observed gravity values.
 EL0161
 EL0161;                    North         East    Units  Estimated Accuracy
 EL0161;SPC OK S     -   119,050.      772,040.      MT  (+/- 180 meters Scaled)
 EL0161
 EL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD639093(NAD 83)
 EL0161
 EL0161                          SUPERSEDED SURVEY CONTROL
 EL0161
 EL0161  NGVD 29 (??/??/92)  168.224  (m)          551.91   (f) ADJ UNCH    2 0
 EL0161
 EL0161.Superseded values are not recommended for survey control.
 EL0161
 EL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0161.See file dsdata.pdf to determine how the superseded data were derived.
 EL0161
 EL0161_MARKER: DB = BENCH MARK DISK
 EL0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0161_SP_SET: BRIDGE ABUTMENT
 EL0161_STAMPING: Y 45 1934
 EL0161_MARK LOGO: CGS
 EL0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0161
 EL0161  HISTORY     - Date     Condition        Report By
 EL0161  HISTORY     - 1934     MONUMENTED       CGS
 EL0161
 EL0161                          STATION DESCRIPTION
 EL0161
 EL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0161'0.9 MI NW FROM ATOKA.
 EL0161'0.9 MILE NORTH WEST OF MKTRR STATION AT ATOKA, SET IN THE NORTHWEST
 EL0161'CORNER OF CONCRETE ABUTMENT OF OKLAHOMA CITY-ADA AND ATOKA
 EL0161'RAILWAY BRIDGE C/473.9.  5 FEET NORTH OF THE NORTH RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0300 ***********************************************************************
 GH0300  DESIGNATION -  Y 46
 GH0300  PID         -  GH0300
 GH0300  STATE/COUNTY-  OK/NOBLE
 GH0300  COUNTRY     -  US
 GH0300  USGS QUAD   -  PERRY (2018)
 GH0300
 GH0300                         *CURRENT SURVEY CONTROL
 GH0300  ______________________________________________________________________
 GH0300* NAD 83(1986) POSITION- 36 16 59.     (N) 097 20 43.     (W)   SCALED
 GH0300* NAVD 88 ORTHO HEIGHT -   334.057 (meters)     1095.99  (feet) ADJUSTED
 GH0300  ______________________________________________________________________
 GH0300  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 GH0300  DYNAMIC HEIGHT  -        333.757 (meters)     1095.00  (feet) COMP
 GH0300  MODELED GRAVITY -    979,724.6   (mgal)                       NAVD 88
 GH0300
 GH0300  VERT ORDER      -  SECOND    CLASS 0
 GH0300
 GH0300.The horizontal coordinates were scaled from a map and have
 GH0300.an estimated accuracy of +/- 6 seconds.
 GH0300
 GH0300.The orthometric height was determined by differential leveling and
 GH0300.adjusted by the NATIONAL GEODETIC SURVEY
 GH0300.in June 1991.
 GH0300
 GH0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0300.GEOID18 height accuracy estimate available here.
 GH0300
 GH0300.Click photographs - Photos may exist for this station.
 GH0300
 GH0300.The dynamic height is computed by dividing the NAVD 88
 GH0300.geopotential number by the normal gravity value computed on the
 GH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0300.degrees latitude (g = 980.6199 gals.).
 GH0300
 GH0300.The modeled gravity was interpolated from observed gravity values.
 GH0300
 GH0300;                    North         East    Units  Estimated Accuracy
 GH0300;SPC OK N     -   142,560.      658,820.      MT  (+/- 180 meters Scaled)
 GH0300
 GH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF486166(NAD 83)
 GH0300
 GH0300                          SUPERSEDED SURVEY CONTROL
 GH0300
 GH0300  NGVD 29 (??/??/92)  333.915  (m)         1095.52   (f) ADJ UNCH    2 0
 GH0300
 GH0300.Superseded values are not recommended for survey control.
 GH0300
 GH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0300.See file dsdata.pdf to determine how the superseded data were derived.
 GH0300
 GH0300_MARKER: DB = BENCH MARK DISK
 GH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0300_STAMPING: Y 46 1934
 GH0300_MARK LOGO: CGS
 GH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0300+STABILITY: SURFACE MOTION
 GH0300
 GH0300  HISTORY     - Date     Condition        Report By
 GH0300  HISTORY     - 1934     MONUMENTED       CGS
 GH0300
 GH0300                          STATION DESCRIPTION
 GH0300
 GH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0300'3.1 MI W FROM PERRY.
 GH0300'3.1 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0300'CITY PARK AT PERRY, NOBLE COUNTY, 100 FEET SOUTHEAST OF MILEPOST
 GH0300'512, 54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 GH0300'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 46
 GH0300'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0130 ***********************************************************************
 GH0130  DESIGNATION -  Y 47
 GH0130  PID         -  GH0130
 GH0130  STATE/COUNTY-  OK/PAWNEE
 GH0130  COUNTRY     -  US
 GH0130  USGS QUAD   -  CASEY (2018)
 GH0130
 GH0130                         *CURRENT SURVEY CONTROL
 GH0130  ______________________________________________________________________
 GH0130* NAD 83(1986) POSITION- 36 17 13.     (N) 096 40 51.     (W)   SCALED
 GH0130* NAVD 88 ORTHO HEIGHT -   289.083 (meters)      948.43  (feet) ADJUSTED
 GH0130  ______________________________________________________________________
 GH0130  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 GH0130  DYNAMIC HEIGHT  -        288.833 (meters)      947.61  (feet) COMP
 GH0130  MODELED GRAVITY -    979,756.8   (mgal)                       NAVD 88
 GH0130
 GH0130  VERT ORDER      -  SECOND    CLASS 0
 GH0130
 GH0130.The horizontal coordinates were scaled from a map and have
 GH0130.an estimated accuracy of +/- 6 seconds.
 GH0130
 GH0130.The orthometric height was determined by differential leveling and
 GH0130.adjusted by the NATIONAL GEODETIC SURVEY
 GH0130.in June 1991.
 GH0130
 GH0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0130.GEOID18 height accuracy estimate available here.
 GH0130
 GH0130.Click photographs - Photos may exist for this station.
 GH0130
 GH0130.The dynamic height is computed by dividing the NAVD 88
 GH0130.geopotential number by the normal gravity value computed on the
 GH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0130.degrees latitude (g = 980.6199 gals.).
 GH0130
 GH0130.The modeled gravity was interpolated from observed gravity values.
 GH0130
 GH0130;                    North         East    Units  Estimated Accuracy
 GH0130;SPC OK N     -   143,600.      718,500.      MT  (+/- 180 meters Scaled)
 GH0130
 GH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF082182(NAD 83)
 GH0130
 GH0130                          SUPERSEDED SURVEY CONTROL
 GH0130
 GH0130  NGVD 29 (??/??/92)  288.975  (m)          948.08   (f) ADJ UNCH    2 0
 GH0130
 GH0130.Superseded values are not recommended for survey control.
 GH0130
 GH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0130.See file dsdata.pdf to determine how the superseded data were derived.
 GH0130
 GH0130_MARKER: DB = BENCH MARK DISK
 GH0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0130_SP_SET: BRIDGE PIER
 GH0130_STAMPING: Y 47 1934
 GH0130_MARK LOGO: CGS
 GH0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0130+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2013
 GH0130
 GH0130  HISTORY     - Date     Condition        Report By
 GH0130  HISTORY     - 1934     MONUMENTED       CGS
 GH0130  HISTORY     - 20130103 GOOD             OKDOT
 GH0130
 GH0130                          STATION DESCRIPTION
 GH0130
 GH0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0130'2 MI W FROM CASEY.
 GH0130'2.0 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GH0130'THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT
 GH0130'CASEY, PAWNEE COUNTY, AT AN OVERHEAD HIGHWAY BRIDGE, IN THE
 GH0130'NORTH FACE OF THE EAST CONCRETE PIER, 22 FEET SOUTH OF THE
 GH0130'CENTERLINE OF THE TRACK, AND 4 FEET ABOVE THE TRACK.  A STANDARD
 GH0130'DISK, STAMPED Y 47 1934 AND SET VERTICALLY.
 GH0130
 GH0130                          STATION RECOVERY (2013)
 GH0130
 GH0130'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2013 (RDS)
 GH0130'THIS MONUMENT MAY BE DESTROYED IN NEAR FUTURE DO TO ROAD CONSTRUCTION
 GH0130'
 GH0130'THIS MONUMENT IS IN A RAILROAD BRIDGE PIER AND THE BRIDGE WILL
 GH0130'PROBABLY BE TORN DOWN AFTER NEW ROAD AND BRIDGE IS BUILT
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0147 ***********************************************************************
 FJ0147  DESIGNATION -  Y 48
 FJ0147  PID         -  FJ0147
 FJ0147  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0147  COUNTRY     -  US
 FJ0147  USGS QUAD   -  AYDELOTTE (2018)
 FJ0147
 FJ0147                         *CURRENT SURVEY CONTROL
 FJ0147  ______________________________________________________________________
 FJ0147* NAD 83(1986) POSITION- 35 26 55.     (N) 096 54 59.     (W)   SCALED
 FJ0147* NAVD 88 ORTHO HEIGHT -   294.508 (meters)      966.23  (feet) ADJUSTED
 FJ0147  ______________________________________________________________________
 FJ0147  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 FJ0147  DYNAMIC HEIGHT  -        294.231 (meters)      965.32  (feet) COMP
 FJ0147  MODELED GRAVITY -    979,684.7   (mgal)                       NAVD 88
 FJ0147
 FJ0147  VERT ORDER      -  SECOND    CLASS 0
 FJ0147
 FJ0147.The horizontal coordinates were scaled from a map and have
 FJ0147.an estimated accuracy of +/- 6 seconds.
 FJ0147
 FJ0147.The orthometric height was determined by differential leveling and
 FJ0147.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0147.in June 1991.
 FJ0147
 FJ0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0147.GEOID18 height accuracy estimate available here.
 FJ0147
 FJ0147.Click photographs - Photos may exist for this station.
 FJ0147
 FJ0147.The dynamic height is computed by dividing the NAVD 88
 FJ0147.geopotential number by the normal gravity value computed on the
 FJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0147.degrees latitude (g = 980.6199 gals.).
 FJ0147
 FJ0147.The modeled gravity was interpolated from observed gravity values.
 FJ0147
 FJ0147;                    North         East    Units  Estimated Accuracy
 FJ0147;SPC OK S     -   235,170.      698,380.      MT  (+/- 180 meters Scaled)
 FJ0147
 FJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE891247(NAD 83)
 FJ0147
 FJ0147                          SUPERSEDED SURVEY CONTROL
 FJ0147
 FJ0147  NGVD 29 (??/??/92)  294.419  (m)          965.94   (f) ADJ UNCH    2 0
 FJ0147
 FJ0147.Superseded values are not recommended for survey control.
 FJ0147
 FJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0147.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0147
 FJ0147_MARKER: DB = BENCH MARK DISK
 FJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0147_STAMPING: Y 48 1934
 FJ0147_MARK LOGO: CGS
 FJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0147+STABILITY: SURFACE MOTION
 FJ0147
 FJ0147  HISTORY     - Date     Condition        Report By
 FJ0147  HISTORY     - 1934     MONUMENTED       CGS
 FJ0147  HISTORY     - 20231219 MARK NOT FOUND   OKDOT
 FJ0147
 FJ0147                          STATION DESCRIPTION
 FJ0147
 FJ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0147'4.2 MI S FROM MEEKER.
 FJ0147'IN POTTAWATOMIE COUNTY, ABOUT 4.2 MILES SOUTH ALONG THE ATCHISON,
 FJ0147'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MEEKER, LINCOLN
 FJ0147'COUNTY, ABOUT 0.5 MILE SOUTH OF MILEPOST 123, 46 FEET SOUTH OF AN
 FJ0147'EAST-AND-WEST SECTION ROAD, 45 FEET EAST OF THE CENTER LINE OF
 FJ0147'THE TRACK, 6 FEET SOUTHWEST OF POLE 5426, AND 5 FEET WEST OF A
 FJ0147'FENCE CORNER.  A STANDARD DISK, STAMPED Y 48 1934 AND SET IN
 FJ0147'THE TOP OF A CONCRETE POST.
 FJ0147
 FJ0147                          STATION RECOVERY (2023)
 FJ0147
 FJ0147'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0147'MARK NOT FOUND PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0145 ***********************************************************************
 GH0145  DESIGNATION -  Y 49
 GH0145  PID         -  GH0145
 GH0145  STATE/COUNTY-  OK/PAYNE
 GH0145  COUNTRY     -  US
 GH0145  USGS QUAD   -  MARAMEC (2018)
 GH0145
 GH0145                         *CURRENT SURVEY CONTROL
 GH0145  ______________________________________________________________________
 GH0145* NAD 83(1986) POSITION- 36 08 41.     (N) 096 42 07.     (W)   SCALED
 GH0145* NAVD 88 ORTHO HEIGHT -   268.788 (meters)      881.85  (feet) ADJUSTED
 GH0145  ______________________________________________________________________
 GH0145  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 GH0145  DYNAMIC HEIGHT  -        268.551 (meters)      881.07  (feet) COMP
 GH0145  MODELED GRAVITY -    979,745.0   (mgal)                       NAVD 88
 GH0145
 GH0145  VERT ORDER      -  SECOND    CLASS 0
 GH0145
 GH0145.The horizontal coordinates were scaled from a map and have
 GH0145.an estimated accuracy of +/- 6 seconds.
 GH0145
 GH0145.The orthometric height was determined by differential leveling and
 GH0145.adjusted by the NATIONAL GEODETIC SURVEY
 GH0145.in June 1991.
 GH0145
 GH0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0145.GEOID18 height accuracy estimate available here.
 GH0145
 GH0145.Click photographs - Photos may exist for this station.
 GH0145
 GH0145.The dynamic height is computed by dividing the NAVD 88
 GH0145.geopotential number by the normal gravity value computed on the
 GH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0145.degrees latitude (g = 980.6199 gals.).
 GH0145
 GH0145.The modeled gravity was interpolated from observed gravity values.
 GH0145
 GH0145;                    North         East    Units  Estimated Accuracy
 GH0145;SPC OK N     -   127,790.      716,810.      MT  (+/- 180 meters Scaled)
 GH0145
 GH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF067024(NAD 83)
 GH0145
 GH0145                          SUPERSEDED SURVEY CONTROL
 GH0145
 GH0145  NGVD 29 (??/??/92)  268.687  (m)          881.52   (f) ADJ UNCH    2 0
 GH0145
 GH0145.Superseded values are not recommended for survey control.
 GH0145
 GH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0145.See file dsdata.pdf to determine how the superseded data were derived.
 GH0145
 GH0145_MARKER: DB = BENCH MARK DISK
 GH0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0145_STAMPING: Y 49 1934
 GH0145_MARK LOGO: CGS
 GH0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0145+STABILITY: SURFACE MOTION
 GH0145
 GH0145  HISTORY     - Date     Condition        Report By
 GH0145  HISTORY     - 1934     MONUMENTED       CGS
 GH0145  HISTORY     - 20090601 POOR             OKDOT
 GH0145
 GH0145                          STATION DESCRIPTION
 GH0145
 GH0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0145'2.3 MI N FROM YALE.
 GH0145'2.3 MILES NORTH OF AT AND SF RR DEPOT, AT YALE 112 FEET NORTHEAST
 GH0145'OF CULVERT 69A.  41 FEET SOUTH OF EAST AND WEST SECTION LINE
 GH0145'ROAD.  53 FEET EAST OF THE CENTERLINE OF ATCHISON TOPEKA AND
 GH0145'SANTA FE RAILROAD.  18 FEET SOUTH OF FENCE CORNER.
 GH0145
 GH0145                          STATION RECOVERY (2009)
 GH0145
 GH0145'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 (TEM)
 GH0145'DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0575 ***********************************************************************
 FH0575  DESIGNATION -  Y 5
 FH0575  PID         -  FH0575
 FH0575  STATE/COUNTY-  OK/HASKELL
 FH0575  COUNTRY     -  US
 FH0575  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0575
 FH0575                         *CURRENT SURVEY CONTROL
 FH0575  ______________________________________________________________________
 FH0575* NAD 83(1986) POSITION- 35 07 24.     (N) 095 18 08.     (W)   SCALED
 FH0575* NAVD 88 ORTHO HEIGHT -   179.218 (meters)      587.98  (feet) ADJUSTED
 FH0575  ______________________________________________________________________
 FH0575  GEOID HEIGHT    -        -30.761 (meters)                     GEOID18
 FH0575  DYNAMIC HEIGHT  -        179.040 (meters)      587.40  (feet) COMP
 FH0575  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 FH0575
 FH0575  VERT ORDER      -  FIRST     CLASS II
 FH0575
 FH0575.The horizontal coordinates were scaled from a map and have
 FH0575.an estimated accuracy of +/- 6 seconds.
 FH0575
 FH0575.The orthometric height was determined by differential leveling and
 FH0575.adjusted by the NATIONAL GEODETIC SURVEY
 FH0575.in June 1991.
 FH0575
 FH0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0575.GEOID18 height accuracy estimate available here.
 FH0575
 FH0575.Click photographs - Photos may exist for this station.
 FH0575
 FH0575.The dynamic height is computed by dividing the NAVD 88
 FH0575.geopotential number by the normal gravity value computed on the
 FH0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0575.degrees latitude (g = 980.6199 gals.).
 FH0575
 FH0575.The modeled gravity was interpolated from observed gravity values.
 FH0575
 FH0575;                    North         East    Units  Estimated Accuracy
 FH0575;SPC OK S     -   201,840.      845,870.      MT  (+/- 180 meters Scaled)
 FH0575
 FH0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU902891(NAD 83)
 FH0575
 FH0575                          SUPERSEDED SURVEY CONTROL
 FH0575
 FH0575  NGVD 29 (??/??/92)  179.106  (m)          587.62   (f) ADJ UNCH    1 2
 FH0575
 FH0575.Superseded values are not recommended for survey control.
 FH0575
 FH0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0575.See file dsdata.pdf to determine how the superseded data were derived.
 FH0575
 FH0575_MARKER: DB = BENCH MARK DISK
 FH0575_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0575_STAMPING: 587.617 Y 5 1933
 FH0575_MARK LOGO: CGS
 FH0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0575
 FH0575  HISTORY     - Date     Condition        Report By
 FH0575  HISTORY     - 1933     MONUMENTED       CGS
 FH0575  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0575
 FH0575                          STATION DESCRIPTION
 FH0575
 FH0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0575'3.5 MI W FROM KINTA.
 FH0575'3.5 MILES WEST ALONG THE ABADONED FORT SMITH AND WESTERN RAILWAY
 FH0575'FROM KINTA, HASKELL COUNTY, 149.5 FEET EAST OF A FENCE CORNER,
 FH0575'46.5 FEET SOUTH OF THE OLD ROADBED, 2 FEET NORTH OF THE FENCE,
 FH0575'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0192 ***********************************************************************
 GH0192  DESIGNATION -  Y 50
 GH0192  PID         -  GH0192
 GH0192  STATE/COUNTY-  OK/KAY
 GH0192  COUNTRY     -  US
 GH0192  USGS QUAD   -  UNCAS (2018)
 GH0192
 GH0192                         *CURRENT SURVEY CONTROL
 GH0192  ______________________________________________________________________
 GH0192* NAD 83(1986) POSITION- 36 47 21.     (N) 096 55 44.     (W)   SCALED
 GH0192* NAVD 88 ORTHO HEIGHT -   314.941 (meters)     1033.27  (feet) ADJUSTED
 GH0192  ______________________________________________________________________
 GH0192  GEOID HEIGHT    -        -28.955 (meters)                     GEOID18
 GH0192  DYNAMIC HEIGHT  -        314.670 (meters)     1032.38  (feet) COMP
 GH0192  MODELED GRAVITY -    979,765.3   (mgal)                       NAVD 88
 GH0192
 GH0192  VERT ORDER      -  SECOND    CLASS 0
 GH0192
 GH0192.The horizontal coordinates were scaled from a map and have
 GH0192.an estimated accuracy of +/- 6 seconds.
 GH0192
 GH0192.The orthometric height was determined by differential leveling and
 GH0192.adjusted by the NATIONAL GEODETIC SURVEY
 GH0192.in June 1991.
 GH0192
 GH0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0192.GEOID18 height accuracy estimate available here.
 GH0192
 GH0192.Click photographs - Photos may exist for this station.
 GH0192
 GH0192.The dynamic height is computed by dividing the NAVD 88
 GH0192.geopotential number by the normal gravity value computed on the
 GH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0192.degrees latitude (g = 980.6199 gals.).
 GH0192
 GH0192.The modeled gravity was interpolated from observed gravity values.
 GH0192
 GH0192;                    North         East    Units  Estimated Accuracy
 GH0192;SPC OK N     -   199,050.      695,600.      MT  (+/- 180 meters Scaled)
 GH0192
 GH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF847734(NAD 83)
 GH0192
 GH0192                          SUPERSEDED SURVEY CONTROL
 GH0192
 GH0192  NGVD 29 (??/??/92)  314.816  (m)         1032.86   (f) ADJ UNCH    2 0
 GH0192
 GH0192.Superseded values are not recommended for survey control.
 GH0192
 GH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0192.See file dsdata.pdf to determine how the superseded data were derived.
 GH0192
 GH0192_MARKER: DB = BENCH MARK DISK
 GH0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0192_STAMPING: 1032.859 Y 50 1934
 GH0192_MARK LOGO: CGS
 GH0192_PROJECTION: PROJECTING 13 CENTIMETERS
 GH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0192+STABILITY: SURFACE MOTION
 GH0192
 GH0192  HISTORY     - Date     Condition        Report By
 GH0192  HISTORY     - 1934     MONUMENTED       CGS
 GH0192  HISTORY     - 1940     GOOD             CGS
 GH0192
 GH0192                          STATION DESCRIPTION
 GH0192
 GH0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0192'5.6 MI NW FROM KAW.
 GH0192'ABOUT 5.6 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0192'FE RAILWAY FROM THE STATION AT KAW, KAY COUNTY, 78 FEET EAST
 GH0192'OF THE EAST END OF THE STATION AT UNCAS, 6 FEET SOUTH OF THE
 GH0192'FOUNDATION OF AN OUTHOUSE, AND 42 FEET SOUTH OF THE CENTER LINE
 GH0192'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 1032.859 Y 59 1934
 GH0192'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 GH0192'ABOVE GROUND.
 GH0192
 GH0192                          STATION RECOVERY (1940)
 GH0192
 GH0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0226 ***********************************************************************
 EL0226  DESIGNATION -  Y 56
 EL0226  PID         -  EL0226
 EL0226  STATE/COUNTY-  OK/PONTOTOC
 EL0226  COUNTRY     -  US
 EL0226  USGS QUAD   -  ROFF NORTH (2018)
 EL0226
 EL0226                         *CURRENT SURVEY CONTROL
 EL0226  ______________________________________________________________________
 EL0226* NAD 83(1986) POSITION- 34 37 41.     (N) 096 50 26.     (W)   SCALED
 EL0226* NAVD 88 ORTHO HEIGHT -   382.207 (meters)     1253.96  (feet) ADJUSTED
 EL0226  ______________________________________________________________________
 EL0226  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 EL0226  DYNAMIC HEIGHT  -        381.828 (meters)     1252.71  (feet) COMP
 EL0226  MODELED GRAVITY -    979,631.8   (mgal)                       NAVD 88
 EL0226
 EL0226  VERT ORDER      -  SECOND    CLASS 0
 EL0226
 EL0226.The horizontal coordinates were scaled from a map and have
 EL0226.an estimated accuracy of +/- 6 seconds.
 EL0226
 EL0226.The orthometric height was determined by differential leveling and
 EL0226.adjusted by the NATIONAL GEODETIC SURVEY
 EL0226.in June 1991.
 EL0226
 EL0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0226.GEOID18 height accuracy estimate available here.
 EL0226
 EL0226.Click photographs - Photos may exist for this station.
 EL0226
 EL0226.The dynamic height is computed by dividing the NAVD 88
 EL0226.geopotential number by the normal gravity value computed on the
 EL0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0226.degrees latitude (g = 980.6199 gals.).
 EL0226
 EL0226.The modeled gravity was interpolated from observed gravity values.
 EL0226
 EL0226;                    North         East    Units  Estimated Accuracy
 EL0226;SPC OK S     -   144,230.      706,310.      MT  (+/- 180 meters Scaled)
 EL0226
 EL0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD979339(NAD 83)
 EL0226
 EL0226                          SUPERSEDED SURVEY CONTROL
 EL0226
 EL0226  NGVD 29 (??/??/92)  382.111  (m)         1253.64   (f) ADJ UNCH    2 0
 EL0226
 EL0226.Superseded values are not recommended for survey control.
 EL0226
 EL0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0226.See file dsdata.pdf to determine how the superseded data were derived.
 EL0226
 EL0226_MARKER: DB = BENCH MARK DISK
 EL0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EL0226_SP_SET: FOUNDATION
 EL0226_STAMPING: Y 56 1934
 EL0226_MARK LOGO: CGS
 EL0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0226
 EL0226  HISTORY     - Date     Condition        Report By
 EL0226  HISTORY     - 1934     MONUMENTED       CGS
 EL0226
 EL0226                          STATION DESCRIPTION
 EL0226
 EL0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0226'AT ROFF.
 EL0226'AT ROFF SET VERTICAL IN SOUTH FACE OF CONCRETE FOUNDATION OF
 EL0226'ROFF HIGH SCHOOL.  18 INCHES EAST OF SOUTHWEST CORNER.  4 FEET
 EL0226'ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0056 ***********************************************************************
 FJ0056  DESIGNATION -  Y 57
 FJ0056  PID         -  FJ0056
 FJ0056  STATE/COUNTY-  OK/HUGHES
 FJ0056  COUNTRY     -  US
 FJ0056  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0056
 FJ0056                         *CURRENT SURVEY CONTROL
 FJ0056  ______________________________________________________________________
 FJ0056* NAD 83(1986) POSITION- 35 02 27.     (N) 096 25 43.     (W)   SCALED
 FJ0056* NAVD 88 ORTHO HEIGHT -   236.668 (meters)      776.47  (feet) ADJUSTED
 FJ0056  ______________________________________________________________________
 FJ0056  GEOID HEIGHT    -        -27.734 (meters)                     GEOID18
 FJ0056  DYNAMIC HEIGHT  -        236.437 (meters)      775.71  (feet) COMP
 FJ0056  MODELED GRAVITY -    979,655.8   (mgal)                       NAVD 88
 FJ0056
 FJ0056  VERT ORDER      -  SECOND    CLASS 0
 FJ0056
 FJ0056.The horizontal coordinates were scaled from a map and have
 FJ0056.an estimated accuracy of +/- 6 seconds.
 FJ0056
 FJ0056.The orthometric height was determined by differential leveling and
 FJ0056.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0056.in June 1991.
 FJ0056
 FJ0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0056.GEOID18 height accuracy estimate available here.
 FJ0056
 FJ0056.Click photographs - Photos may exist for this station.
 FJ0056
 FJ0056.The dynamic height is computed by dividing the NAVD 88
 FJ0056.geopotential number by the normal gravity value computed on the
 FJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0056.degrees latitude (g = 980.6199 gals.).
 FJ0056
 FJ0056.The modeled gravity was interpolated from observed gravity values.
 FJ0056
 FJ0056;                    North         East    Units  Estimated Accuracy
 FJ0056;SPC OK S     -   190,520.      743,370.      MT  (+/- 180 meters Scaled)
 FJ0056
 FJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD345805(NAD 83)
 FJ0056
 FJ0056                          SUPERSEDED SURVEY CONTROL
 FJ0056
 FJ0056  NGVD 29 (??/??/92)  236.564  (m)          776.13   (f) ADJ UNCH    2 0
 FJ0056
 FJ0056.Superseded values are not recommended for survey control.
 FJ0056
 FJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0056.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0056
 FJ0056_MARKER: DB = BENCH MARK DISK
 FJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0056_STAMPING: Y 57 1934
 FJ0056_MARK LOGO: CGS
 FJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0056+STABILITY: SURFACE MOTION
 FJ0056
 FJ0056  HISTORY     - Date     Condition        Report By
 FJ0056  HISTORY     - 1934     MONUMENTED       CGS
 FJ0056  HISTORY     - 1942     GOOD             CGS
 FJ0056
 FJ0056                          STATION DESCRIPTION
 FJ0056
 FJ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0056'1.9 MI NE FROM SPALDING.
 FJ0056'1.9 MILES NORTHEAST OF SL AND SE RR STATION AT SPALDING.  SET
 FJ0056'IN FLAT QUARTZITE OUTCROP, LEVEL WITH THE GROUND.  225 FEET
 FJ0056'SOUTHWEST OF MILE POLE 523/15.  27 FEET NORTHWEST OF NEAREST
 FJ0056'RAIL OF TRACK.  2 FEET BELOW THE LEVEL OF THE TRACK.
 FJ0056
 FJ0056                          STATION RECOVERY (1942)
 FJ0056
 FJ0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 FJ0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0489 ***********************************************************************
 FH0489  DESIGNATION -  Y 59
 FH0489  PID         -  FH0489
 FH0489  STATE/COUNTY-  OK/MUSKOGEE
 FH0489  COUNTRY     -  US
 FH0489  USGS QUAD   -  BRAGGS (2018)
 FH0489
 FH0489                         *CURRENT SURVEY CONTROL
 FH0489  ______________________________________________________________________
 FH0489* NAD 83(1986) POSITION- 35 39 48.22   (N) 095 11 50.36   (W)   HD_HELD1
 FH0489* NAVD 88 ORTHO HEIGHT -   170.394 (meters)      559.03  (feet) ADJUSTED
 FH0489  ______________________________________________________________________
 FH0489  GEOID HEIGHT    -        -29.522 (meters)                     GEOID18
 FH0489  DYNAMIC HEIGHT  -        170.239 (meters)      558.53  (feet) COMP
 FH0489  MODELED GRAVITY -    979,720.1   (mgal)                       NAVD 88
 FH0489
 FH0489  VERT ORDER      -  SECOND    CLASS 0
 FH0489
 FH0489.The horizontal coordinates were determined by differentially corrected
 FH0489.hand held GPS observations or other comparable positioning techniques
 FH0489.and have an estimated accuracy of +/- 3 meters.
 FH0489
 FH0489.The orthometric height was determined by differential leveling and
 FH0489.adjusted by the NATIONAL GEODETIC SURVEY
 FH0489.in June 1991.
 FH0489
 FH0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0489.GEOID18 height accuracy estimate available here.
 FH0489
 FH0489.Click photographs - Photos may exist for this station.
 FH0489
 FH0489.The dynamic height is computed by dividing the NAVD 88
 FH0489.geopotential number by the normal gravity value computed on the
 FH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0489.degrees latitude (g = 980.6199 gals.).
 FH0489
 FH0489.The modeled gravity was interpolated from observed gravity values.
 FH0489
 FH0489;                    North         East    Units  Estimated Accuracy
 FH0489;SPC OK N     -    77,268.1     853,729.9     MT  (+/- 3 meters HH1 GPS) 
 FH0489
 FH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV0110648839(NAD 83)
 FH0489
 FH0489                          SUPERSEDED SURVEY CONTROL
 FH0489
 FH0489  NGVD 29 (??/??/92)  170.268  (m)          558.62   (f) ADJ UNCH    2 0
 FH0489
 FH0489.Superseded values are not recommended for survey control.
 FH0489
 FH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0489.See file dsdata.pdf to determine how the superseded data were derived.
 FH0489
 FH0489_MARKER: DB = BENCH MARK DISK
 FH0489_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0489+WITH SETTING: PAVEMENT
 FH0489_SP_SET: WATER TANK FOUNDATION
 FH0489_STAMPING: Y 59 1934
 FH0489_MARK LOGO: CGS
 FH0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0489+STABILITY: SURFACE MOTION
 FH0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0489+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 FH0489
 FH0489  HISTORY     - Date     Condition        Report By
 FH0489  HISTORY     - 1934     MONUMENTED       CGS
 FH0489  HISTORY     - 1960     GOOD             CGS
 FH0489  HISTORY     - 20180815 GOOD             OKDOT
 FH0489
 FH0489                          STATION DESCRIPTION
 FH0489
 FH0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0489'AT BRAGGS.
 FH0489'AT BRAGGS SET IN SOUTHWEST CONCRETE FOUNDATION OF SOUTHWEST
 FH0489'LEG OF CITY WATER TOWER AT BRAGGS.  365 FEET EAST OF
 FH0489'MISSOURI-PACIFIC RAILWAY STATION.
 FH0489
 FH0489                          STATION RECOVERY (1960)
 FH0489
 FH0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0489'RECOVERED IN GOOD CONDITION.
 FH0489
 FH0489                          STATION RECOVERY (2018)
 FH0489
 FH0489'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SH)
 FH0489'THE MARK IS LOCATED IN THE CHAIN LINK AREA AROUND THE BRAGGS WATER
 FH0489'TOWER.  MARK IS APPROXIMATELY 4 FT (1.2 M) NORTH OF AN ODOT WITNESS
 FH0489'SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0657 ***********************************************************************
 FH0657  DESIGNATION -  Y 6
 FH0657  PID         -  FH0657
 FH0657  STATE/COUNTY-  OK/MCINTOSH
 FH0657  COUNTRY     -  US
 FH0657  USGS QUAD   -  INDIANOLA (2018)
 FH0657
 FH0657                         *CURRENT SURVEY CONTROL
 FH0657  ______________________________________________________________________
 FH0657* NAD 83(1986) POSITION- 35 11 13.     (N) 095 51 36.     (W)   SCALED
 FH0657* NAVD 88 ORTHO HEIGHT -   195.916 (meters)      642.77  (feet) ADJUSTED
 FH0657  ______________________________________________________________________
 FH0657  GEOID HEIGHT    -        -29.561 (meters)                     GEOID18
 FH0657  DYNAMIC HEIGHT  -        195.724 (meters)      642.14  (feet) COMP
 FH0657  MODELED GRAVITY -    979,654.6   (mgal)                       NAVD 88
 FH0657
 FH0657  VERT ORDER      -  FIRST     CLASS II
 FH0657
 FH0657.The horizontal coordinates were scaled from a map and have
 FH0657.an estimated accuracy of +/- 6 seconds.
 FH0657
 FH0657.The orthometric height was determined by differential leveling and
 FH0657.adjusted by the NATIONAL GEODETIC SURVEY
 FH0657.in June 1991.
 FH0657
 FH0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0657.GEOID18 height accuracy estimate available here.
 FH0657
 FH0657.Click photographs - Photos may exist for this station.
 FH0657
 FH0657.The dynamic height is computed by dividing the NAVD 88
 FH0657.geopotential number by the normal gravity value computed on the
 FH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0657.degrees latitude (g = 980.6199 gals.).
 FH0657
 FH0657.The modeled gravity was interpolated from observed gravity values.
 FH0657
 FH0657;                    North         East    Units  Estimated Accuracy
 FH0657;SPC OK S     -   207,680.      794,900.      MT  (+/- 180 meters Scaled)
 FH0657
 FH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU395975(NAD 83)
 FH0657
 FH0657                          SUPERSEDED SURVEY CONTROL
 FH0657
 FH0657  NGVD 29 (??/??/92)  195.808  (m)          642.41   (f) ADJ UNCH    1 2
 FH0657
 FH0657.Superseded values are not recommended for survey control.
 FH0657
 FH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0657.See file dsdata.pdf to determine how the superseded data were derived.
 FH0657
 FH0657_MARKER: DB = BENCH MARK DISK
 FH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0657_STAMPING: 642.413 Y 6 1933
 FH0657_MARK LOGO: CGS
 FH0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0657+STABILITY: SURFACE MOTION
 FH0657
 FH0657  HISTORY     - Date     Condition        Report By
 FH0657  HISTORY     - 1933     MONUMENTED       CGS
 FH0657
 FH0657                          STATION DESCRIPTION
 FH0657
 FH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0657'2 MI SE FROM HANNA.
 FH0657'2.0 MILES SOUTHEAST ALONG THE ABANDONED FORT SMITH AND WESTERN
 FH0657'RAILWAY FROM HANNA, MC INTOSH COUNTY, AT THE SOUTHEAST END
 FH0657'OF A CUT, AT THE BEGINNING OF A HIGH FILL TO THE OLD BRIDGE
 FH0657'OVER CANADIAN RIVER, 75 FEET SOUTH OF A COW BARN, AT AN OLD
 FH0657'ROAD CROSSING, AND 12 FEET NORTHEAST OF THE OLD ROADBED.  A
 FH0657'STANDARD DISK, STAMPED 642.413 Y 6 1933 AND SET IN THE TOP OF A
 FH0657'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0672 ***********************************************************************
 FH0672  DESIGNATION -  Y 60
 FH0672  PID         -  FH0672
 FH0672  STATE/COUNTY-  OK/MCINTOSH
 FH0672  COUNTRY     -  US
 FH0672  USGS QUAD   -  EUFAULA (2018)
 FH0672
 FH0672                         *CURRENT SURVEY CONTROL
 FH0672  ______________________________________________________________________
 FH0672* NAD 83(1986) POSITION- 35 17 13.3    (N) 095 35 02.5    (W)   HD_HELD2
 FH0672* NAVD 88 ORTHO HEIGHT -   188.151 (meters)      617.29  (feet) ADJUSTED
 FH0672  ______________________________________________________________________
 FH0672  GEOID HEIGHT    -        -30.015 (meters)                     GEOID18
 FH0672  DYNAMIC HEIGHT  -        187.970 (meters)      616.70  (feet) COMP
 FH0672  MODELED GRAVITY -    979,666.6   (mgal)                       NAVD 88
 FH0672
 FH0672  VERT ORDER      -  SECOND    CLASS 0
 FH0672
 FH0672.The horizontal coordinates were established by autonomous hand held GPS
 FH0672.observations and have an estimated accuracy of +/- 10 meters.
 FH0672
 FH0672.The orthometric height was determined by differential leveling and
 FH0672.adjusted by the NATIONAL GEODETIC SURVEY
 FH0672.in June 1991.
 FH0672
 FH0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0672.GEOID18 height accuracy estimate available here.
 FH0672
 FH0672.Click photographs - Photos may exist for this station.
 FH0672
 FH0672.The dynamic height is computed by dividing the NAVD 88
 FH0672.geopotential number by the normal gravity value computed on the
 FH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0672.degrees latitude (g = 980.6199 gals.).
 FH0672
 FH0672.The modeled gravity was interpolated from observed gravity values.
 FH0672
 FH0672;                    North         East    Units  Estimated Accuracy
 FH0672;SPC OK S     -   219,349.      819,758.      MT  (+/- 10 meters HH2 GPS)
 FH0672
 FH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV6500207936(NAD 83)
 FH0672
 FH0672                          SUPERSEDED SURVEY CONTROL
 FH0672
 FH0672  NGVD 29 (??/??/92)  188.047  (m)          616.95   (f) ADJ UNCH    2 0
 FH0672
 FH0672.Superseded values are not recommended for survey control.
 FH0672
 FH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0672.See file dsdata.pdf to determine how the superseded data were derived.
 FH0672
 FH0672_MARKER: DB = BENCH MARK DISK
 FH0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0672_SP_SET: WALL
 FH0672_STAMPING: Y 60 1934
 FH0672_MARK LOGO: CGS
 FH0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0672+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2020
 FH0672
 FH0672  HISTORY     - Date     Condition        Report By
 FH0672  HISTORY     - 1934     MONUMENTED       CGS
 FH0672  HISTORY     - 1960     GOOD             CGS
 FH0672  HISTORY     - 20080416 GOOD             AIRDAT
 FH0672  HISTORY     - 20120725 GOOD             GEOCAC
 FH0672  HISTORY     - 20200110 GOOD             OKDOT
 FH0672
 FH0672                          STATION DESCRIPTION
 FH0672
 FH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0672'AT EUFAULA.
 FH0672'AT EUFAULA SET VERTICAL IN THE EAST FACE, OF THE SOUTHEAST
 FH0672'CORNER OF MC INTOSH COUNTY COURT HOUSE.  4 FEET ABOVE THE GROUND.
 FH0672'3 FEET SOUTH OF CORNER OF BUILDING.
 FH0672
 FH0672                          STATION RECOVERY (1960)
 FH0672
 FH0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0672'RECOVERED IN GOOD CONDITION.
 FH0672
 FH0672                          STATION RECOVERY (2008)
 FH0672
 FH0672'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 FH0672'RECOVERED AS DESCRIBED.
 FH0672
 FH0672                          STATION RECOVERY (2012)
 FH0672
 FH0672'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 FH0672'RECOVERED IN GOOD CONDITION.
 FH0672
 FH0672                          STATION RECOVERY (2020)
 FH0672
 FH0672'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (SH)
 FH0672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0052 ***********************************************************************
 DN0052  DESIGNATION -  Y 61
 DN0052  PID         -  DN0052
 DN0052  STATE/COUNTY-  OK/BRYAN
 DN0052  COUNTRY     -  US
 DN0052  USGS QUAD   -  BLUE (2018)
 DN0052
 DN0052                         *CURRENT SURVEY CONTROL
 DN0052  ______________________________________________________________________
 DN0052* NAD 83(1986) POSITION- 33 59 47.     (N) 096 13 51.     (W)   SCALED
 DN0052* NAVD 88 ORTHO HEIGHT -   177.087 (meters)      580.99  (feet) ADJUSTED
 DN0052  ______________________________________________________________________
 DN0052  GEOID HEIGHT    -        -26.755 (meters)                     GEOID18
 DN0052  DYNAMIC HEIGHT  -        176.905 (meters)      580.40  (feet) COMP
 DN0052  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 DN0052
 DN0052  VERT ORDER      -  FIRST     CLASS II
 DN0052
 DN0052.The horizontal coordinates were scaled from a map and have
 DN0052.an estimated accuracy of +/- 6 seconds.
 DN0052
 DN0052.The orthometric height was determined by differential leveling and
 DN0052.adjusted by the NATIONAL GEODETIC SURVEY
 DN0052.in June 1991.
 DN0052
 DN0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0052.GEOID18 height accuracy estimate available here.
 DN0052
 DN0052.Click photographs - Photos may exist for this station.
 DN0052
 DN0052.The dynamic height is computed by dividing the NAVD 88
 DN0052.geopotential number by the normal gravity value computed on the
 DN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0052.degrees latitude (g = 980.6199 gals.).
 DN0052
 DN0052.The modeled gravity was interpolated from observed gravity values.
 DN0052
 DN0052;                    North         East    Units  Estimated Accuracy
 DN0052;SPC OK S     -    74,980.      763,440.      MT  (+/- 180 meters Scaled)
 DN0052
 DN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC557652(NAD 83)
 DN0052
 DN0052                          SUPERSEDED SURVEY CONTROL
 DN0052
 DN0052  NGVD 29 (??/??/92)  177.027  (m)          580.80   (f) ADJ UNCH    1 2
 DN0052
 DN0052.Superseded values are not recommended for survey control.
 DN0052
 DN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0052.See file dsdata.pdf to determine how the superseded data were derived.
 DN0052
 DN0052_MARKER: DB = BENCH MARK DISK
 DN0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0052_STAMPING: Y 61 1934
 DN0052_MARK LOGO: CGS
 DN0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0052+STABILITY: SURFACE MOTION
 DN0052
 DN0052  HISTORY     - Date     Condition        Report By
 DN0052  HISTORY     - 1934     MONUMENTED       CGS
 DN0052  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0052  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0052
 DN0052                          STATION DESCRIPTION
 DN0052
 DN0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0052'IN BLUE.
 DN0052'AT THE BLUE ST. LOUIS AND SAN FRANCISCO RR DEPOTT AND CROSSING BETWEEN
 DN0052'THE RAILROAD AND U. S. HIGHWAY 70.  WEST OF THE DEPOT AND CROSSING. 30
 DN0052'FEET SOUTH OF THE TRACK.  40 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 DN0052
 DN0052                          STATION RECOVERY (1955)
 DN0052
 DN0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0052'MARK NOT FOUND.
 DN0052
 DN0052                          STATION RECOVERY (1986)
 DN0052
 DN0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0330 ***********************************************************************
 GG0330  DESIGNATION -  Y 61
 GG0330  PID         -  GG0330
 GG0330  STATE/COUNTY-  OK/MAYES
 GG0330  COUNTRY     -  US
 GG0330  USGS QUAD   -  CHOUTEAU (2019)
 GG0330
 GG0330                         *CURRENT SURVEY CONTROL
 GG0330  ______________________________________________________________________
 GG0330* NAD 83(1986) POSITION- 36 07 41.     (N) 095 21 23.     (W)   SCALED
 GG0330* NAVD 88 ORTHO HEIGHT -   180.194 (meters)      591.19  (feet) ADJUSTED
 GG0330  ______________________________________________________________________
 GG0330  GEOID HEIGHT    -        -29.189 (meters)                     GEOID18
 GG0330  DYNAMIC HEIGHT  -        180.037 (meters)      590.67  (feet) COMP
 GG0330  MODELED GRAVITY -    979,758.2   (mgal)                       NAVD 88
 GG0330
 GG0330  VERT ORDER      -  SECOND    CLASS 0
 GG0330
 GG0330.The horizontal coordinates were scaled from a map and have
 GG0330.an estimated accuracy of +/- 6 seconds.
 GG0330
 GG0330.The orthometric height was determined by differential leveling and
 GG0330.adjusted by the NATIONAL GEODETIC SURVEY
 GG0330.in June 1991.
 GG0330
 GG0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0330.GEOID18 height accuracy estimate available here.
 GG0330
 GG0330.Click photographs - Photos may exist for this station.
 GG0330
 GG0330.The dynamic height is computed by dividing the NAVD 88
 GG0330.geopotential number by the normal gravity value computed on the
 GG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0330.degrees latitude (g = 980.6199 gals.).
 GG0330
 GG0330.The modeled gravity was interpolated from observed gravity values.
 GG0330
 GG0330;                    North         East    Units  Estimated Accuracy
 GG0330;SPC OK N     -   128,400.      837,930.      MT  (+/- 180 meters Scaled)
 GG0330
 GG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA879007(NAD 83)
 GG0330
 GG0330                          SUPERSEDED SURVEY CONTROL
 GG0330
 GG0330  NGVD 29 (??/??/92)  180.083  (m)          590.82   (f) ADJ UNCH    2 0
 GG0330
 GG0330.Superseded values are not recommended for survey control.
 GG0330
 GG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0330.See file dsdata.pdf to determine how the superseded data were derived.
 GG0330
 GG0330_MARKER: DB = BENCH MARK DISK
 GG0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0330_SP_SET: BRIDGE
 GG0330_STAMPING: Y 61 1934
 GG0330_MARK LOGO: CGS
 GG0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0330
 GG0330  HISTORY     - Date     Condition        Report By
 GG0330  HISTORY     - 1934     MONUMENTED       CGS
 GG0330  HISTORY     - 1962     GOOD             USGS
 GG0330  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0330
 GG0330                          STATION DESCRIPTION
 GG0330
 GG0330'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GG0330'1.5 MI N FROM MAZIE.
 GG0330'ABOUT 1.5 MI. N. ALONG THE MO., KANS., AND TEXAS RR FROM THE
 GG0330'STATION AT MAZIE, MAYES CO., 170 FT. W. OF CENTERLINE OF U.S.
 GG0330'HWY 69, 99 FT. E. OF E. TRACK OF RR, AT CONCRETE BRIDGE 476-2
 GG0330'ON DISMANTELED RR, IN THE TOP OF THE W. SIDE OF THE S. CONCRETE
 GG0330'ABUTMENT, 8 FT. W. OF CENTERLINE OF BRIDGE, A STANDARD DISK
 GG0330'STAMPED Y-61 1934.
 GG0330
 GG0330                          STATION RECOVERY (1988)
 GG0330
 GG0330'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0527 ***********************************************************************
 EK0527  DESIGNATION -  Y 62
 EK0527  PID         -  EK0527
 EK0527  STATE/COUNTY-  OK/CHOCTAW
 EK0527  COUNTRY     -  US
 EK0527  USGS QUAD   -  SOPER (2019)
 EK0527
 EK0527                         *CURRENT SURVEY CONTROL
 EK0527  ______________________________________________________________________
 EK0527* NAD 83(1986) POSITION- 34 01 38.58   (N) 095 39 38.29   (W)   HD_HELD1
 EK0527* NAVD 88 ORTHO HEIGHT -   151.021 (meters)      495.47  (feet) ADJUSTED
 EK0527  ______________________________________________________________________
 EK0527  GEOID HEIGHT    -        -28.957 (meters)                     GEOID18
 EK0527  DYNAMIC HEIGHT  -        150.858 (meters)      494.94  (feet) COMP
 EK0527  MODELED GRAVITY -    979,559.4   (mgal)                       NAVD 88
 EK0527
 EK0527  VERT ORDER      -  FIRST     CLASS II
 EK0527
 EK0527.The horizontal coordinates were determined by differentially corrected
 EK0527.hand held GPS observations or other comparable positioning techniques
 EK0527.and have an estimated accuracy of +/- 3 meters.
 EK0527
 EK0527.The orthometric height was determined by differential leveling and
 EK0527.adjusted by the NATIONAL GEODETIC SURVEY
 EK0527.in June 1991.
 EK0527
 EK0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0527.GEOID18 height accuracy estimate available here.
 EK0527
 EK0527.Click photographs - Photos may exist for this station.
 EK0527
 EK0527.The dynamic height is computed by dividing the NAVD 88
 EK0527.geopotential number by the normal gravity value computed on the
 EK0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0527.degrees latitude (g = 980.6199 gals.).
 EK0527
 EK0527.The modeled gravity was interpolated from observed gravity values.
 EK0527
 EK0527;                    North         East    Units  Estimated Accuracy
 EK0527;SPC OK S     -    79,490.1     816,029.2     MT  (+/- 3 meters HH1 GPS) 
 EK0527
 EK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5434168385(NAD 83)
 EK0527
 EK0527                          SUPERSEDED SURVEY CONTROL
 EK0527
 EK0527  NGVD 29 (??/??/92)  150.957  (m)          495.26   (f) ADJ UNCH    1 2
 EK0527
 EK0527.Superseded values are not recommended for survey control.
 EK0527
 EK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0527.See file dsdata.pdf to determine how the superseded data were derived.
 EK0527
 EK0527_MARKER: DB = BENCH MARK DISK
 EK0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0527_STAMPING: Y 62 1934
 EK0527_MARK LOGO: CGS
 EK0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0527+STABILITY: SURFACE MOTION
 EK0527
 EK0527  HISTORY     - Date     Condition        Report By
 EK0527  HISTORY     - 1934     MONUMENTED       CGS
 EK0527  HISTORY     - 1967     MARK NOT FOUND   USGS
 EK0527  HISTORY     - 1986     MARK NOT FOUND   NGS
 EK0527
 EK0527                          STATION DESCRIPTION
 EK0527
 EK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0527'2.2 MI E FROM SOPER.
 EK0527'2.2 MILES EAST OF SOPER ST. LSFRR AT MILE POST 568 AND ST. LOUIS
 EK0527'AND SAN FRNCISCO RAILROAD CROSSING.  NORTH OF THE TRACK 20 FEET,
 EK0527'WEST OF THE CENTERLINE OF THE CROSSING 40 FEET, IN THE FENCE
 EK0527'CORNER.
 EK0527
 EK0527                          STATION RECOVERY (1967)
 EK0527
 EK0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EK0527'MARK NOT FOUND.
 EK0527
 EK0527                          STATION RECOVERY (1986)
 EK0527
 EK0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EK0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0294 ***********************************************************************
 GG0294  DESIGNATION -  Y 62
 GG0294  PID         -  GG0294
 GG0294  STATE/COUNTY-  OK/CRAIG
 GG0294  COUNTRY     -  US
 GG0294  USGS QUAD   -  VINITA (2019)
 GG0294
 GG0294                         *CURRENT SURVEY CONTROL
 GG0294  ______________________________________________________________________
 GG0294* NAD 83(1986) POSITION- 36 38 21.     (N) 095 09 07.     (W)   SCALED
 GG0294* NAVD 88 ORTHO HEIGHT -   212.437 (meters)      696.97  (feet) ADJUSTED
 GG0294  ______________________________________________________________________
 GG0294  GEOID HEIGHT    -        -29.315 (meters)                     GEOID18
 GG0294  DYNAMIC HEIGHT  -        212.260 (meters)      696.39  (feet) COMP
 GG0294  MODELED GRAVITY -    979,793.4   (mgal)                       NAVD 88
 GG0294
 GG0294  VERT ORDER      -  SECOND    CLASS 0
 GG0294
 GG0294.The horizontal coordinates were scaled from a map and have
 GG0294.an estimated accuracy of +/- 6 seconds.
 GG0294
 GG0294.The orthometric height was determined by differential leveling and
 GG0294.adjusted by the NATIONAL GEODETIC SURVEY
 GG0294.in June 1991.
 GG0294
 GG0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0294.GEOID18 height accuracy estimate available here.
 GG0294
 GG0294.Click photographs - Photos may exist for this station.
 GG0294
 GG0294.The dynamic height is computed by dividing the NAVD 88
 GG0294.geopotential number by the normal gravity value computed on the
 GG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0294.degrees latitude (g = 980.6199 gals.).
 GG0294
 GG0294.The modeled gravity was interpolated from observed gravity values.
 GG0294
 GG0294;                    North         East    Units  Estimated Accuracy
 GG0294;SPC OK N     -   185,610.      854,660.      MT  (+/- 180 meters Scaled)
 GG0294
 GG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA076570(NAD 83)
 GG0294
 GG0294                          SUPERSEDED SURVEY CONTROL
 GG0294
 GG0294  NGVD 29 (??/??/92)  212.324  (m)          696.60   (f) ADJ UNCH    2 0
 GG0294
 GG0294.Superseded values are not recommended for survey control.
 GG0294
 GG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0294.See file dsdata.pdf to determine how the superseded data were derived.
 GG0294
 GG0294_MARKER: DB = BENCH MARK DISK
 GG0294_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0294_STAMPING: Y 62 1934
 GG0294_MARK LOGO: CGS
 GG0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0294
 GG0294  HISTORY     - Date     Condition        Report By
 GG0294  HISTORY     - 1934     MONUMENTED       CGS
 GG0294  HISTORY     - 1934     GOOD             CGS
 GG0294  HISTORY     - 20120725 MARK NOT FOUND   GEOCAC
 GG0294
 GG0294                          STATION DESCRIPTION
 GG0294
 GG0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0294'IN VINITA.
 GG0294'IN THE TOWN OF VINITA, AT INTERSECTION OF MO. KANSAS. TEXAS
 GG0294'R.R. WITH ST. LOUIS AND SAN FRANCISCO RY., 102 FEET NORTHWEST
 GG0294'OF INTERSECTION OF CENTERLINES OF TRACKS, 96 FEET NORTHWEST
 GG0294'OF NORTHWEST CORNER OF SIGNAL TOWER, 56 FEET SOUTH OF CENTERLINE
 GG0294'OF FLINT AVENUE.  TABLET SET IN PRECAST CONCRETE POST.
 GG0294
 GG0294                          STATION RECOVERY (2012)
 GG0294
 GG0294'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 GG0294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0370 ***********************************************************************
 GG0370  DESIGNATION -  Y 63
 GG0370  PID         -  GG0370
 GG0370  STATE/COUNTY-  OK/MAYES
 GG0370  COUNTRY     -  US
 GG0370  USGS QUAD   -  PRYOR (2019)
 GG0370
 GG0370                         *CURRENT SURVEY CONTROL
 GG0370  ______________________________________________________________________
 GG0370* NAD 83(1986) POSITION- 36 18 26.     (N) 095 17 22.     (W)   SCALED
 GG0370* NAVD 88 ORTHO HEIGHT -   199.885 (meters)      655.79  (feet) ADJUSTED
 GG0370  ______________________________________________________________________
 GG0370  GEOID HEIGHT    -        -29.155 (meters)                     GEOID18
 GG0370  DYNAMIC HEIGHT  -        199.714 (meters)      655.23  (feet) COMP
 GG0370  MODELED GRAVITY -    979,774.3   (mgal)                       NAVD 88
 GG0370
 GG0370  VERT ORDER      -  SECOND    CLASS 0
 GG0370
 GG0370.The horizontal coordinates were scaled from a map and have
 GG0370.an estimated accuracy of +/- 6 seconds.
 GG0370
 GG0370.The orthometric height was determined by differential leveling and
 GG0370.adjusted by the NATIONAL GEODETIC SURVEY
 GG0370.in June 1991.
 GG0370
 GG0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0370.GEOID18 height accuracy estimate available here.
 GG0370
 GG0370.Click photographs - Photos may exist for this station.
 GG0370
 GG0370.The dynamic height is computed by dividing the NAVD 88
 GG0370.geopotential number by the normal gravity value computed on the
 GG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0370.degrees latitude (g = 980.6199 gals.).
 GG0370
 GG0370.The modeled gravity was interpolated from observed gravity values.
 GG0370
 GG0370;                    North         East    Units  Estimated Accuracy
 GG0370;SPC OK N     -   148,440.      843,400.      MT  (+/- 180 meters Scaled)
 GG0370
 GG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA944204(NAD 83)
 GG0370
 GG0370                          SUPERSEDED SURVEY CONTROL
 GG0370
 GG0370  NGVD 29 (??/??/92)  199.772  (m)          655.42   (f) ADJ UNCH    2 0
 GG0370
 GG0370.Superseded values are not recommended for survey control.
 GG0370
 GG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0370.See file dsdata.pdf to determine how the superseded data were derived.
 GG0370
 GG0370_MARKER: DB = BENCH MARK DISK
 GG0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0370_SP_SET: CULVERT HEADWALL
 GG0370_STAMPING: Y 63 1934
 GG0370_MARK LOGO: CGS
 GG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0370+STABILITY: SURFACE MOTION
 GG0370
 GG0370  HISTORY     - Date     Condition        Report By
 GG0370  HISTORY     - 1934     MONUMENTED       CGS
 GG0370  HISTORY     - 1960     GOOD             CGS
 GG0370
 GG0370                          STATION DESCRIPTION
 GG0370
 GG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0370'1.6 MI E FROM PRYOR.
 GG0370'1.6 MILES EAST ALONG STATE HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 GG0370'AT PRYOR, MAYES COUNTY, IN FRONT OF J.A. POWELLS 2-STORY WHITE
 GG0370'HOUSE, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST
 GG0370'CORNER OF THE NORTH GUARD RAIL.  A STANDARD DISK, STAMPED Y 63 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0568 ***********************************************************************
 EK0568  DESIGNATION -  Y 63 SOUTH KOSOMA
 EK0568  PID         -  EK0568
 EK0568  STATE/COUNTY-  OK/PUSHMATAHA
 EK0568  COUNTRY     -  US
 EK0568  USGS QUAD   -  KOSOMA (2019)
 EK0568
 EK0568                         *CURRENT SURVEY CONTROL
 EK0568  ______________________________________________________________________
 EK0568* NAD 83(1986) POSITION- 34 21 35.     (N) 095 36 13.     (W)   SCALED
 EK0568* NAVD 88 ORTHO HEIGHT -   161.941 (meters)      531.30  (feet) ADJUSTED
 EK0568  ______________________________________________________________________
 EK0568  GEOID HEIGHT    -        -30.515 (meters)                     GEOID18
 EK0568  DYNAMIC HEIGHT  -        161.766 (meters)      530.73  (feet) COMP
 EK0568  MODELED GRAVITY -    979,550.6   (mgal)                       NAVD 88
 EK0568
 EK0568  VERT ORDER      -  SECOND    CLASS 0
 EK0568
 EK0568.The horizontal coordinates were scaled from a map and have
 EK0568.an estimated accuracy of +/- 6 seconds.
 EK0568
 EK0568.The orthometric height was determined by differential leveling and
 EK0568.adjusted by the NATIONAL GEODETIC SURVEY
 EK0568.in June 1991.
 EK0568
 EK0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0568.GEOID18 height accuracy estimate available here.
 EK0568
 EK0568.Click photographs - Photos may exist for this station.
 EK0568
 EK0568.The dynamic height is computed by dividing the NAVD 88
 EK0568.geopotential number by the normal gravity value computed on the
 EK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0568.degrees latitude (g = 980.6199 gals.).
 EK0568
 EK0568.The modeled gravity was interpolated from observed gravity values.
 EK0568
 EK0568;                    North         East    Units  Estimated Accuracy
 EK0568;SPC OK S     -   116,470.      820,420.      MT  (+/- 180 meters Scaled)
 EK0568
 EK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU605051(NAD 83)
 EK0568
 EK0568                          SUPERSEDED SURVEY CONTROL
 EK0568
 EK0568  NGVD 29 (??/??/92)  161.854  (m)          531.02   (f) ADJ UNCH    2 0
 EK0568
 EK0568.Superseded values are not recommended for survey control.
 EK0568
 EK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0568.See file dsdata.pdf to determine how the superseded data were derived.
 EK0568
 EK0568_MARKER: P = PIPE CAP
 EK0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0568_STAMPING: Y 63 SOUTH KOSOMA 1930
 EK0568_MARK LOGO: USACE
 EK0568_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0568
 EK0568  HISTORY     - Date     Condition        Report By
 EK0568  HISTORY     - 1930     MONUMENTED       USACE
 EK0568  HISTORY     - 1960     GOOD             CGS
 EK0568
 EK0568                          STATION DESCRIPTION
 EK0568
 EK0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0568'AT KOSOMA.
 EK0568'AT KOSOMA, PUSHMATAHA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0568'RAILWAY, ABOUT 2 POLES SOUTH OF THE TWENTY-FIFTH POLE SOUTH OF
 EK0568'MILEPOST 529, AND ABOUT 60 FEET WEST OF THE TRACK.  A CORPS
 EK0568'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED Y 63 SOUTH
 EK0568'KOSOMA 1930 AND RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0327 ***********************************************************************
 DM0327  DESIGNATION -  Y 64
 DM0327  PID         -  DM0327
 DM0327  STATE/COUNTY-  OK/MCCURTAIN
 DM0327  COUNTRY     -  US
 DM0327  USGS QUAD   -  GARVIN (2019)
 DM0327
 DM0327                         *CURRENT SURVEY CONTROL
 DM0327  ______________________________________________________________________
 DM0327* NAD 83(1986) POSITION- 33 57 12.     (N) 094 56 33.     (W)   SCALED
 DM0327* NAVD 88 ORTHO HEIGHT -   149.746 (meters)      491.29  (feet) ADJUSTED
 DM0327  ______________________________________________________________________
 DM0327  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 DM0327  DYNAMIC HEIGHT  -        149.594 (meters)      490.79  (feet) COMP
 DM0327  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 DM0327
 DM0327  VERT ORDER      -  FIRST     CLASS II
 DM0327
 DM0327.The horizontal coordinates were scaled from a map and have
 DM0327.an estimated accuracy of +/- 6 seconds.
 DM0327
 DM0327.The orthometric height was determined by differential leveling and
 DM0327.adjusted by the NATIONAL GEODETIC SURVEY
 DM0327.in June 1991.
 DM0327
 DM0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0327.GEOID18 height accuracy estimate available here.
 DM0327
 DM0327.Click photographs - Photos may exist for this station.
 DM0327
 DM0327.The dynamic height is computed by dividing the NAVD 88
 DM0327.geopotential number by the normal gravity value computed on the
 DM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0327.degrees latitude (g = 980.6199 gals.).
 DM0327
 DM0327.The modeled gravity was interpolated from observed gravity values.
 DM0327
 DM0327;                    North         East    Units  Estimated Accuracy
 DM0327;SPC OK S     -    73,050.      882,580.      MT  (+/- 180 meters Scaled)
 DM0327
 DM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT205586(NAD 83)
 DM0327
 DM0327                          SUPERSEDED SURVEY CONTROL
 DM0327
 DM0327  NGVD 29 (??/??/92)  149.718  (m)          491.20   (f) ADJ UNCH    1 2
 DM0327
 DM0327.Superseded values are not recommended for survey control.
 DM0327
 DM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0327.See file dsdata.pdf to determine how the superseded data were derived.
 DM0327
 DM0327_MARKER: DB = BENCH MARK DISK
 DM0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0327_STAMPING: Y 64 1934
 DM0327_MARK LOGO: CGS
 DM0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0327+STABILITY: SURFACE MOTION
 DM0327
 DM0327  HISTORY     - Date     Condition        Report By
 DM0327  HISTORY     - 1934     MONUMENTED       CGS
 DM0327  HISTORY     - 1944     GOOD             SLSFRR
 DM0327  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0327
 DM0327                          STATION DESCRIPTION
 DM0327
 DM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0327'IN GARVIN.
 DM0327'EAST OF ST. LOUIS AND SAN FRANCISCO RR CROSSING.  EAST OF THE DEPOT.
 DM0327'30 FEET NORTH OF THE TRACK.  AT MILEPOST 593.24.
 DM0327
 DM0327                          STATION RECOVERY (1944)
 DM0327
 DM0327'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0327'RECOVERED IN GOOD CONDITION.
 DM0327
 DM0327                          STATION RECOVERY (1986)
 DM0327
 DM0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0323 ***********************************************************************
 GG0323  DESIGNATION -  Y 64
 GG0323  PID         -  GG0323
 GG0323  STATE/COUNTY-  OK/CRAIG
 GG0323  COUNTRY     -  US
 GG0323  USGS QUAD   -  WELCH NORTH (2019)
 GG0323
 GG0323                         *CURRENT SURVEY CONTROL
 GG0323  ______________________________________________________________________
 GG0323* NAD 83(1986) POSITION- 36 58 19.     (N) 095 05 46.     (W)   SCALED
 GG0323* NAVD 88 ORTHO HEIGHT -   247.780 (meters)      812.92  (feet) ADJUSTED
 GG0323  ______________________________________________________________________
 GG0323  GEOID HEIGHT    -        -29.634 (meters)                     GEOID18
 GG0323  DYNAMIC HEIGHT  -        247.580 (meters)      812.27  (feet) COMP
 GG0323  MODELED GRAVITY -    979,820.0   (mgal)                       NAVD 88
 GG0323
 GG0323  VERT ORDER      -  SECOND    CLASS 0
 GG0323
 GG0323.The horizontal coordinates were scaled from a map and have
 GG0323.an estimated accuracy of +/- 6 seconds.
 GG0323
 GG0323.The orthometric height was determined by differential leveling and
 GG0323.adjusted by the NATIONAL GEODETIC SURVEY
 GG0323.in June 1991.
 GG0323
 GG0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0323.GEOID18 height accuracy estimate available here.
 GG0323
 GG0323.Click photographs - Photos may exist for this station.
 GG0323
 GG0323.The dynamic height is computed by dividing the NAVD 88
 GG0323.geopotential number by the normal gravity value computed on the
 GG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0323.degrees latitude (g = 980.6199 gals.).
 GG0323
 GG0323.The modeled gravity was interpolated from observed gravity values.
 GG0323
 GG0323;                    North         East    Units  Estimated Accuracy
 GG0323;SPC OK N     -   222,670.      858,550.      MT  (+/- 180 meters Scaled)
 GG0323
 GG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA134938(NAD 83)
 GG0323
 GG0323                          SUPERSEDED SURVEY CONTROL
 GG0323
 GG0323  NGVD 29 (??/??/92)  247.666  (m)          812.55   (f) ADJ UNCH    2 0
 GG0323
 GG0323.Superseded values are not recommended for survey control.
 GG0323
 GG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0323.See file dsdata.pdf to determine how the superseded data were derived.
 GG0323
 GG0323_MARKER: DB = BENCH MARK DISK
 GG0323_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0323_STAMPING: Y 64 1934
 GG0323_MARK LOGO: CGS
 GG0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0323
 GG0323  HISTORY     - Date     Condition        Report By
 GG0323  HISTORY     - 1934     MONUMENTED       CGS
 GG0323  HISTORY     - 20160723 POOR             OKDOT
 GG0323
 GG0323                          STATION DESCRIPTION
 GG0323
 GG0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0323'4.5 MI N FROM CHETOPA.
 GG0323'0.4 MILE NORTH OF MILEPOST 415.  0.1 MILE SOUTH OF MISSOURI-KANSAS
 GG0323'AND TEXAS RAILWAY BRIDGE 414.8.  96 FEET EAST OF NEAREST RAIL OF
 GG0323'TRACK.  50 FEET SOUTH OF CENTER-LINE OF SECTION-LINE ROAD.
 GG0323
 GG0323                          STATION RECOVERY (2016)
 GG0323
 GG0323'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0323'APPROX 6 X 6 CONCRETE POST FOUND GROUND LEVEL 90' EAST OF THE NEAREST
 GG0323'RAIL 48 ' SOUTH OF
 GG0323'THE CENTER OF THE SECTION LINE ROAD NEAR A PRIVATE BARB WIRE FENCE NO
 GG0323'CAP OR REMAINS OF
 GG0323'THE CAP FOUND
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0414 ***********************************************************************
 EK0414  DESIGNATION -  Y 65
 EK0414  PID         -  EK0414
 EK0414  STATE/COUNTY-  OK/PUSHMATAHA
 EK0414  COUNTRY     -  US
 EK0414  USGS QUAD   -  STANLEY (2019)
 EK0414
 EK0414                         *CURRENT SURVEY CONTROL
 EK0414  ______________________________________________________________________
 EK0414* NAD 83(1986) POSITION- 34 32 29.     (N) 095 28 00.     (W)   SCALED
 EK0414* NAVD 88 ORTHO HEIGHT -   160.714 (meters)      527.28  (feet) ADJUSTED
 EK0414  ______________________________________________________________________
 EK0414  GEOID HEIGHT    -        -31.099 (meters)                     GEOID18
 EK0414  DYNAMIC HEIGHT  -        160.541 (meters)      526.71  (feet) COMP
 EK0414  MODELED GRAVITY -    979,555.8   (mgal)                       NAVD 88
 EK0414
 EK0414  VERT ORDER      -  SECOND    CLASS 0
 EK0414
 EK0414.The horizontal coordinates were scaled from a map and have
 EK0414.an estimated accuracy of +/- 6 seconds.
 EK0414
 EK0414.The orthometric height was determined by differential leveling and
 EK0414.adjusted by the NATIONAL GEODETIC SURVEY
 EK0414.in June 1991.
 EK0414
 EK0414.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0414.GEOID18 height accuracy estimate available here.
 EK0414
 EK0414.Click photographs - Photos may exist for this station.
 EK0414
 EK0414.The dynamic height is computed by dividing the NAVD 88
 EK0414.geopotential number by the normal gravity value computed on the
 EK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0414.degrees latitude (g = 980.6199 gals.).
 EK0414
 EK0414.The modeled gravity was interpolated from observed gravity values.
 EK0414
 EK0414;                    North         East    Units  Estimated Accuracy
 EK0414;SPC OK S     -   136,920.      832,510.      MT  (+/- 180 meters Scaled)
 EK0414
 EK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU736249(NAD 83)
 EK0414
 EK0414                          SUPERSEDED SURVEY CONTROL
 EK0414
 EK0414  NGVD 29 (??/??/92)  160.626  (m)          526.99   (f) ADJ UNCH    2 0
 EK0414
 EK0414.Superseded values are not recommended for survey control.
 EK0414
 EK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0414.See file dsdata.pdf to determine how the superseded data were derived.
 EK0414
 EK0414_MARKER: DB = BENCH MARK DISK
 EK0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0414_SP_SET: TOWER BASE
 EK0414_STAMPING: Y 65 1934
 EK0414_MARK LOGO: CGS
 EK0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0414+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 EK0414
 EK0414  HISTORY     - Date     Condition        Report By
 EK0414  HISTORY     - 1934     MONUMENTED       CGS
 EK0414  HISTORY     - 1960     GOOD             CGS
 EK0414  HISTORY     - 20180725 GOOD             OKDOT
 EK0414
 EK0414                          STATION DESCRIPTION
 EK0414
 EK0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0414'AT STANLEY.
 EK0414'AT STANLEY, PUSHMATAHA COUNTY, AT THE ST. LOUIS-SAN FRANCISCO
 EK0414'RAILWAY STATION, ABOUT 4 POLES NORTH OF THE TWENTIETH POLE
 EK0414'SOUTH OF MILEPOST 514, AT THE WEST TOWER, IN THE TOP OF THE
 EK0414'NORTHWEST CONCRETE BASE, AND 12 FEET EAST OF THE TRACK.  A
 EK0414'STANDARD DISK, STAMPED Y 65 1934.
 EK0414
 EK0414                          STATION RECOVERY (2018)
 EK0414
 EK0414'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (AP)
 EK0414'THE MARK IS IN TIMBER WITH LIMITED SKY VIEW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0404 ***********************************************************************
 EK0404  DESIGNATION -  Y 66
 EK0404  PID         -  EK0404
 EK0404  STATE/COUNTY-  OK/LE FLORE
 EK0404  COUNTRY     -  US
 EK0404  USGS QUAD   -  LEFLORE (2018)
 EK0404
 EK0404                         *CURRENT SURVEY CONTROL
 EK0404  ______________________________________________________________________
 EK0404* NAD 83(1986) POSITION- 34 55 20.     (N) 094 54 50.     (W)   SCALED
 EK0404* NAVD 88 ORTHO HEIGHT -   152.449 (meters)      500.16  (feet) ADJUSTED
 EK0404  ______________________________________________________________________
 EK0404  GEOID HEIGHT    -        -31.677 (meters)                     GEOID18
 EK0404  DYNAMIC HEIGHT  -        152.291 (meters)      499.64  (feet) COMP
 EK0404  MODELED GRAVITY -    979,599.1   (mgal)                       NAVD 88
 EK0404
 EK0404  VERT ORDER      -  SECOND    CLASS 0
 EK0404
 EK0404.The horizontal coordinates were scaled from a map and have
 EK0404.an estimated accuracy of +/- 6 seconds.
 EK0404
 EK0404.The orthometric height was determined by differential leveling and
 EK0404.adjusted by the NATIONAL GEODETIC SURVEY
 EK0404.in June 1991.
 EK0404
 EK0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0404.GEOID18 height accuracy estimate available here.
 EK0404
 EK0404.Click photographs - Photos may exist for this station.
 EK0404
 EK0404.The dynamic height is computed by dividing the NAVD 88
 EK0404.geopotential number by the normal gravity value computed on the
 EK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0404.degrees latitude (g = 980.6199 gals.).
 EK0404
 EK0404.The modeled gravity was interpolated from observed gravity values.
 EK0404
 EK0404;                    North         East    Units  Estimated Accuracy
 EK0404;SPC OK S     -   180,560.      881,940.      MT  (+/- 180 meters Scaled)
 EK0404
 EK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU251660(NAD 83)
 EK0404
 EK0404                          SUPERSEDED SURVEY CONTROL
 EK0404
 EK0404  NGVD 29 (??/??/92)  152.340  (m)          499.80   (f) ADJ UNCH    2 0
 EK0404
 EK0404.Superseded values are not recommended for survey control.
 EK0404
 EK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0404.See file dsdata.pdf to determine how the superseded data were derived.
 EK0404
 EK0404_MARKER: DB = BENCH MARK DISK
 EK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0404_STAMPING: Y 66 1934
 EK0404_MARK LOGO: CGS
 EK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0404+STABILITY: SURFACE MOTION
 EK0404
 EK0404  HISTORY     - Date     Condition        Report By
 EK0404  HISTORY     - 1934     MONUMENTED       CGS
 EK0404  HISTORY     - 1959     MARK NOT FOUND   CGS
 EK0404  HISTORY     - 1964     MARK NOT FOUND   USGS
 EK0404
 EK0404                          STATION DESCRIPTION
 EK0404
 EK0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0404'4.5 MI E FROM LE FLORE.
 EK0404'4.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 EK0404'THE STATION AT LE FLORE, LE FLORE COUNTY, ABOUT 20 FEET NORTHEAST
 EK0404'OF THE FIFTEENTH POLE WEST OF MILEPOST 464, EAST OF A WATER TANK,
 EK0404'AND ABOUT 60 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 EK0404'STAMPED Y 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0404'NOTE-- IT WAS IMPOSSIBLE TO DRIVE OR WALK TO SITE OF MARK DUE
 EK0404'TO BACKWATERS FROM THE WISTER RESERVOIR.
 EK0404
 EK0404                          STATION RECOVERY (1964)
 EK0404
 EK0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EK0404'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0381 ***********************************************************************
 FH0381  DESIGNATION -  Y 68
 FH0381  PID         -  FH0381
 FH0381  STATE/COUNTY-  OK/ADAIR
 FH0381  COUNTRY     -  US
 FH0381  USGS QUAD   -  BUNCH (2019)
 FH0381
 FH0381                         *CURRENT SURVEY CONTROL
 FH0381  ______________________________________________________________________
 FH0381* NAD 83(1986) POSITION- 35 39 53.     (N) 094 45 04.     (W)   SCALED
 FH0381* NAVD 88 ORTHO HEIGHT -   231.274 (meters)      758.77  (feet) ADJUSTED
 FH0381  ______________________________________________________________________
 FH0381  GEOID HEIGHT    -        -29.188 (meters)                     GEOID18
 FH0381  DYNAMIC HEIGHT  -        231.062 (meters)      758.08  (feet) COMP
 FH0381  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 FH0381
 FH0381  VERT ORDER      -  SECOND    CLASS 0
 FH0381
 FH0381.The horizontal coordinates were scaled from a map and have
 FH0381.an estimated accuracy of +/- 6 seconds.
 FH0381
 FH0381.The orthometric height was determined by differential leveling and
 FH0381.adjusted by the NATIONAL GEODETIC SURVEY
 FH0381.in June 1991.
 FH0381
 FH0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0381.GEOID18 height accuracy estimate available here.
 FH0381
 FH0381.Click photographs - Photos may exist for this station.
 FH0381
 FH0381.The dynamic height is computed by dividing the NAVD 88
 FH0381.geopotential number by the normal gravity value computed on the
 FH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0381.degrees latitude (g = 980.6199 gals.).
 FH0381
 FH0381.The modeled gravity was interpolated from observed gravity values.
 FH0381
 FH0381;                    North         East    Units  Estimated Accuracy
 FH0381;SPC OK N     -    78,670.      894,110.      MT  (+/- 180 meters Scaled)
 FH0381
 FH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV415481(NAD 83)
 FH0381
 FH0381                          SUPERSEDED SURVEY CONTROL
 FH0381
 FH0381  NGVD 29 (??/??/92)  231.152  (m)          758.37   (f) ADJ UNCH    2 0
 FH0381
 FH0381.Superseded values are not recommended for survey control.
 FH0381
 FH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0381.See file dsdata.pdf to determine how the superseded data were derived.
 FH0381
 FH0381_MARKER: DB = BENCH MARK DISK
 FH0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0381_STAMPING: Y 68 1934
 FH0381_MARK LOGO: CGS
 FH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0381+STABILITY: SURFACE MOTION
 FH0381
 FH0381  HISTORY     - Date     Condition        Report By
 FH0381  HISTORY     - 1934     MONUMENTED       CGS
 FH0381  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0381
 FH0381                          STATION DESCRIPTION
 FH0381
 FH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0381'1.6 MI S FROM BUNCH.
 FH0381'1.6 MILE SOUTH OF BUNCH K.C.S. RR. DEPOT.  7 RAILS NORTH OF
 FH0381'MILEPOST 27L.  40 FEET EAST OF KANSAS CITY SOUTHERN RAILROAD
 FH0381'TRACK.
 FH0381
 FH0381                          STATION RECOVERY (1960)
 FH0381
 FH0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0407 ***********************************************************************
 FH0407  DESIGNATION -  Y 69
 FH0407  PID         -  FH0407
 FH0407  STATE/COUNTY-  OK/ADAIR
 FH0407  COUNTRY     -  US
 FH0407  USGS QUAD   -  WESTVILLE (2019)
 FH0407
 FH0407                         *CURRENT SURVEY CONTROL
 FH0407  ______________________________________________________________________
 FH0407* NAD 83(1986) POSITION- 35 57 32.     (N) 094 34 28.     (W)   SCALED
 FH0407* NAVD 88 ORTHO HEIGHT -   310.939 (meters)     1020.14  (feet) ADJUSTED
 FH0407  ______________________________________________________________________
 FH0407  GEOID HEIGHT    -        -28.564 (meters)                     GEOID18
 FH0407  DYNAMIC HEIGHT  -        310.659 (meters)     1019.22  (feet) COMP
 FH0407  MODELED GRAVITY -    979,722.9   (mgal)                       NAVD 88
 FH0407
 FH0407  VERT ORDER      -  SECOND    CLASS 0
 FH0407
 FH0407.The horizontal coordinates were scaled from a map and have
 FH0407.an estimated accuracy of +/- 6 seconds.
 FH0407
 FH0407.The orthometric height was determined by differential leveling and
 FH0407.adjusted by the NATIONAL GEODETIC SURVEY
 FH0407.in June 1991.
 FH0407
 FH0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0407.GEOID18 height accuracy estimate available here.
 FH0407
 FH0407.Click photographs - Photos may exist for this station.
 FH0407
 FH0407.The dynamic height is computed by dividing the NAVD 88
 FH0407.geopotential number by the normal gravity value computed on the
 FH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0407.degrees latitude (g = 980.6199 gals.).
 FH0407
 FH0407.The modeled gravity was interpolated from observed gravity values.
 FH0407
 FH0407;                    North         East    Units  Estimated Accuracy
 FH0407;SPC OK N     -   111,840.      908,940.      MT  (+/- 180 meters Scaled)
 FH0407
 FH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV580805(NAD 83)
 FH0407
 FH0407                          SUPERSEDED SURVEY CONTROL
 FH0407
 FH0407  NGVD 29 (??/??/92)  310.784  (m)         1019.63   (f) ADJ UNCH    2 0
 FH0407
 FH0407.Superseded values are not recommended for survey control.
 FH0407
 FH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0407.See file dsdata.pdf to determine how the superseded data were derived.
 FH0407
 FH0407_MARKER: DB = BENCH MARK DISK
 FH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0407_STAMPING: Y 69 1934
 FH0407_MARK LOGO: CGS
 FH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0407+STABILITY: SURFACE MOTION
 FH0407
 FH0407  HISTORY     - Date     Condition        Report By
 FH0407  HISTORY     - 1934     MONUMENTED       CGS
 FH0407  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0407
 FH0407                          STATION DESCRIPTION
 FH0407
 FH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0407'2.4 MI S FROM WESTVILLE.
 FH0407'2.4 MILES SOUTH OF WESTVILLE K.C.S. RR DEPOT 6 POLES NORTH OF
 FH0407'MILEPOST 247 AT KANSAS CITY SOUTHERN RAILROAD CROSSING.  40 FEET
 FH0407'WEST OF THE TRACK, NORTH OF CENTERLINE CROSSING.  OPPOSITE
 FH0407'TRACK FROM Z-69.
 FH0407
 FH0407                          STATION RECOVERY (1960)
 FH0407
 FH0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0178 ***********************************************************************
 FJ0178  DESIGNATION -  Y 7
 FJ0178  PID         -  FJ0178
 FJ0178  STATE/COUNTY-  OK/LINCOLN
 FJ0178  COUNTRY     -  US
 FJ0178  USGS QUAD   -  PRAGUE (2018)
 FJ0178
 FJ0178                         *CURRENT SURVEY CONTROL
 FJ0178  ______________________________________________________________________
 FJ0178* NAD 83(1986) POSITION- 35 29 16.     (N) 096 42 00.     (W)   SCALED
 FJ0178* NAVD 88 ORTHO HEIGHT -   301.526 (meters)      989.26  (feet) ADJUSTED
 FJ0178  ______________________________________________________________________
 FJ0178  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 FJ0178  DYNAMIC HEIGHT  -        301.242 (meters)      988.32  (feet) COMP
 FJ0178  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 FJ0178
 FJ0178  VERT ORDER      -  FIRST     CLASS II
 FJ0178
 FJ0178.The horizontal coordinates were scaled from a map and have
 FJ0178.an estimated accuracy of +/- 6 seconds.
 FJ0178
 FJ0178.The orthometric height was determined by differential leveling and
 FJ0178.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0178.in June 1991.
 FJ0178
 FJ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0178.GEOID18 height accuracy estimate available here.
 FJ0178
 FJ0178.Click photographs - Photos may exist for this station.
 FJ0178
 FJ0178.The dynamic height is computed by dividing the NAVD 88
 FJ0178.geopotential number by the normal gravity value computed on the
 FJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0178.degrees latitude (g = 980.6199 gals.).
 FJ0178
 FJ0178.The modeled gravity was interpolated from observed gravity values.
 FJ0178
 FJ0178;                    North         East    Units  Estimated Accuracy
 FJ0178;SPC OK N     -    54,910.      717,960.      MT  (+/- 180 meters Scaled)
 FJ0178
 FJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE086295(NAD 83)
 FJ0178
 FJ0178                          SUPERSEDED SURVEY CONTROL
 FJ0178
 FJ0178  NGVD 29 (??/??/92)  301.420  (m)          988.91   (f) ADJ UNCH    1 2
 FJ0178
 FJ0178.Superseded values are not recommended for survey control.
 FJ0178
 FJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0178.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0178
 FJ0178_MARKER: DB = BENCH MARK DISK
 FJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0178_STAMPING: Y 7 1933
 FJ0178_MARK LOGO: CGS
 FJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0178+STABILITY: SURFACE MOTION
 FJ0178
 FJ0178  HISTORY     - Date     Condition        Report By
 FJ0178  HISTORY     - 1933     MONUMENTED       CGS
 FJ0178  HISTORY     - 1973     MARK NOT FOUND   USGS
 FJ0178  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0178
 FJ0178                          STATION DESCRIPTION
 FJ0178
 FJ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0178'1 MI W FROM PRAGUE.
 FJ0178'1 MILE W. OF PRAGUE.  ON FT. S. AND W. R.R. AT MP 159/20 1/2.
 FJ0178'50 FEET N. OF TRACK AND 30 FEET E. OF CROSS-ROAD.  15 FEET E. OF
 FJ0178'FENCE CORNER AT FENCE LINE.
 FJ0178
 FJ0178                          STATION RECOVERY (1973)
 FJ0178
 FJ0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FJ0178'MARK NOT FOUND.
 FJ0178
 FJ0178                          STATION RECOVERY (1984)
 FJ0178
 FJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0178'NOT RECOVERED, PROBABLY DESTROYED WHEN OLD RAILROAD WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0239 ***********************************************************************
 GG0239  DESIGNATION -  Y 70
 GG0239  PID         -  GG0239
 GG0239  STATE/COUNTY-  OK/OTTAWA
 GG0239  COUNTRY     -  US
 GG0239  USGS QUAD   -  CAYUGA (2018)
 GG0239
 GG0239                         *CURRENT SURVEY CONTROL
 GG0239  ______________________________________________________________________
 GG0239* NAD 83(1986) POSITION- 36 44 51.     (N) 094 42 33.     (W)   SCALED
 GG0239* NAVD 88 ORTHO HEIGHT -   229.896 (meters)      754.25  (feet) ADJUSTED
 GG0239  ______________________________________________________________________
 GG0239  GEOID HEIGHT    -        -29.090 (meters)                     GEOID18
 GG0239  DYNAMIC HEIGHT  -        229.706 (meters)      753.63  (feet) COMP
 GG0239  MODELED GRAVITY -    979,801.5   (mgal)                       NAVD 88
 GG0239
 GG0239  VERT ORDER      -  SECOND    CLASS 0
 GG0239
 GG0239.The horizontal coordinates were scaled from a map and have
 GG0239.an estimated accuracy of +/- 6 seconds.
 GG0239
 GG0239.The orthometric height was determined by differential leveling and
 GG0239.adjusted by the NATIONAL GEODETIC SURVEY
 GG0239.in June 1991.
 GG0239
 GG0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0239.GEOID18 height accuracy estimate available here.
 GG0239
 GG0239.Click photographs - Photos may exist for this station.
 GG0239
 GG0239.The dynamic height is computed by dividing the NAVD 88
 GG0239.geopotential number by the normal gravity value computed on the
 GG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0239.degrees latitude (g = 980.6199 gals.).
 GG0239
 GG0239.The modeled gravity was interpolated from observed gravity values.
 GG0239
 GG0239;                    North         East    Units  Estimated Accuracy
 GG0239;SPC OK N     -   198,880.      893,830.      MT  (+/- 180 meters Scaled)
 GG0239
 GG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA474682(NAD 83)
 GG0239
 GG0239                          SUPERSEDED SURVEY CONTROL
 GG0239
 GG0239  NGVD 29 (??/??/92)  229.796  (m)          753.92   (f) ADJ UNCH    2 0
 GG0239
 GG0239.Superseded values are not recommended for survey control.
 GG0239
 GG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0239.See file dsdata.pdf to determine how the superseded data were derived.
 GG0239
 GG0239_MARKER: DB = BENCH MARK DISK
 GG0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0239_STAMPING: Y 70 1934
 GG0239_MARK LOGO: CGS
 GG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0239+STABILITY: SURFACE MOTION
 GG0239
 GG0239  HISTORY     - Date     Condition        Report By
 GG0239  HISTORY     - 1934     MONUMENTED       CGS
 GG0239  HISTORY     - 1942     GOOD             CGS
 GG0239
 GG0239                          STATION DESCRIPTION
 GG0239
 GG0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 GG0239'4.4 MI S FROM WYANDOTTE.
 GG0239'4.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE ST. LOUIS-SAN
 GG0239'FRANCISCO RAILWAY STATION AT WYANDOTTE, OTTAWA COUNTY, AT A
 GG0239'CURVE AND THE T-JUNCTION OF A ROAD LEADING WEST, 150 FEET SOUTH
 GG0239'OF A CONCRETE DIP, AND NEAR G.G. ANDERSONS MAIL BOX IN 1934.
 GG0239'A STANDARD DISK, STAMPED Y 70 1934 AND SET IN THE TOP OF A
 GG0239'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0717 ***********************************************************************
 GK0717  DESIGNATION -  Y 71
 GK0717  PID         -  GK0717
 GK0717  STATE/COUNTY-  OK/TEXAS
 GK0717  COUNTRY     -  US
 GK0717  USGS QUAD   -  TEXHOMA NW (2018)
 GK0717
 GK0717                         *CURRENT SURVEY CONTROL
 GK0717  ______________________________________________________________________
 GK0717* NAD 83(1986) POSITION- 36 42 17.     (N) 101 53 19.     (W)   SCALED
 GK0717* NAVD 88 ORTHO HEIGHT -  1081.432 (meters)     3548.00  (feet) ADJUSTED
 GK0717  ______________________________________________________________________
 GK0717  GEOID HEIGHT    -        -25.379 (meters)                     GEOID18
 GK0717  DYNAMIC HEIGHT  -       1080.291 (meters)     3544.25  (feet) COMP
 GK0717  MODELED GRAVITY -    979,539.9   (mgal)                       NAVD 88
 GK0717
 GK0717  VERT ORDER      -  SECOND    CLASS 0
 GK0717
 GK0717.The horizontal coordinates were scaled from a map and have
 GK0717.an estimated accuracy of +/- 6 seconds.
 GK0717
 GK0717.The orthometric height was determined by differential leveling and
 GK0717.adjusted by the NATIONAL GEODETIC SURVEY
 GK0717.in June 1991.
 GK0717
 GK0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0717.GEOID18 height accuracy estimate available here.
 GK0717
 GK0717.Click photographs - Photos may exist for this station.
 GK0717
 GK0717.The dynamic height is computed by dividing the NAVD 88
 GK0717.geopotential number by the normal gravity value computed on the
 GK0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0717.degrees latitude (g = 980.6199 gals.).
 GK0717
 GK0717.The modeled gravity was interpolated from observed gravity values.
 GK0717
 GK0717;                    North         East    Units  Estimated Accuracy
 GK0717;SPC OK N     -   196,110.      252,630.      MT  (+/- 180 meters Scaled)
 GK0717
 GK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF419660(NAD 83)
 GK0717
 GK0717                          SUPERSEDED SURVEY CONTROL
 GK0717
 GK0717  NGVD 29 (??/??/92) 1080.951  (m)         3546.42   (f) ADJ UNCH    2 0
 GK0717
 GK0717.Superseded values are not recommended for survey control.
 GK0717
 GK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0717.See file dsdata.pdf to determine how the superseded data were derived.
 GK0717
 GK0717_MARKER: DB = BENCH MARK DISK
 GK0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0717_STAMPING: Y 71 1935
 GK0717_MARK LOGO: CGS
 GK0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0717+STABILITY: SURFACE MOTION
 GK0717
 GK0717  HISTORY     - Date     Condition        Report By
 GK0717  HISTORY     - 1935     MONUMENTED       CGS
 GK0717  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0717
 GK0717                          STATION DESCRIPTION
 GK0717
 GK0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0717'7.5 MI S FROM EVA.
 GK0717'7.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, AT THE
 GK0717'JUNCTION OF A ROAD LEADING WEST AND A TRAIL LEADING EAST, 30 FEET
 GK0717'NORTH OF THE CENTER LINE OF THE TRAIL, 28 FEET EAST OF THE CENTER LINE
 GK0717'OF THE NORTH-AND-SOUTH ROAD, AND 2 FEET WEST OF A POLE. A STANDARD
 GK0717'DISK, STAMPED Y 71 1935 AND SET IN THE TOP OF CONCRETE POST.
 GK0717
 GK0717                          STATION RECOVERY (1973)
 GK0717
 GK0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0717'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0349 ***********************************************************************
 GL0349  DESIGNATION -  Y 73
 GL0349  PID         -  GL0349
 GL0349  STATE/COUNTY-  OK/CIMARRON
 GL0349  COUNTRY     -  US
 GL0349  USGS QUAD   -  WHEELESS (2018)
 GL0349
 GL0349                         *CURRENT SURVEY CONTROL
 GL0349  ______________________________________________________________________
 GL0349* NAD 83(1986) POSITION- 36 43 10.     (N) 102 56 51.     (W)   SCALED
 GL0349* NAVD 88 ORTHO HEIGHT -  1453.240 (meters)     4767.84  (feet) ADJUSTED
 GL0349  ______________________________________________________________________
 GL0349  GEOID HEIGHT    -        -22.544 (meters)                     GEOID18
 GL0349  DYNAMIC HEIGHT  -       1451.587 (meters)     4762.42  (feet) COMP
 GL0349  MODELED GRAVITY -    979,443.2   (mgal)                       NAVD 88
 GL0349
 GL0349  VERT ORDER      -  SECOND    CLASS 0
 GL0349
 GL0349.The horizontal coordinates were scaled from a map and have
 GL0349.an estimated accuracy of +/- 6 seconds.
 GL0349
 GL0349.The orthometric height was determined by differential leveling and
 GL0349.adjusted by the NATIONAL GEODETIC SURVEY
 GL0349.in June 1991.
 GL0349
 GL0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0349.GEOID18 height accuracy estimate available here.
 GL0349
 GL0349.Click photographs - Photos may exist for this station.
 GL0349
 GL0349.The dynamic height is computed by dividing the NAVD 88
 GL0349.geopotential number by the normal gravity value computed on the
 GL0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0349.degrees latitude (g = 980.6199 gals.).
 GL0349
 GL0349.The modeled gravity was interpolated from observed gravity values.
 GL0349
 GL0349;                    North         East    Units  Estimated Accuracy
 GL0349;SPC OK N     -   202,040.      158,200.      MT  (+/- 180 meters Scaled)
 GL0349
 GL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA833657(NAD 83)
 GL0349
 GL0349                          SUPERSEDED SURVEY CONTROL
 GL0349
 GL0349  NGVD 29 (??/??/92) 1452.565  (m)         4765.62   (f) ADJ UNCH    2 0
 GL0349
 GL0349.Superseded values are not recommended for survey control.
 GL0349
 GL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0349.See file dsdata.pdf to determine how the superseded data were derived.
 GL0349
 GL0349_MARKER: DB = BENCH MARK DISK
 GL0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0349_STAMPING: Y 73 1935
 GL0349_MARK LOGO: CGS
 GL0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0349+STABILITY: SURFACE MOTION
 GL0349
 GL0349  HISTORY     - Date     Condition        Report By
 GL0349  HISTORY     - 1935     MONUMENTED       CGS
 GL0349  HISTORY     - 1941     GOOD             CGS
 GL0349
 GL0349                          STATION DESCRIPTION
 GL0349
 GL0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0349'2.0 MI E FROM MEXHOMA.
 GL0349'TO REACH BENCH MARK FROM THE POST OFFICE AT MEXHOMA, PROCEED EAST ON
 GL0349'GRADED ROAD, GO 2.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS AT A
 GL0349'CROSS ROADS, ABOUT 180.0 FEET NORTHWEST OF A RANCH HOUSE.  95.0 FEET
 GL0349'NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTER LINE OF THE EAST-WEST
 GL0349'ROAD.  29.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  3.0
 GL0349'FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  A STANDARD DISK SET IN
 GL0349'CONCRETE POST PROJECTING 0.6 FOOT.  NEAR THE SOUTHEAST CORNER OF
 GL0349'SECTION 16, T 3 N, R 1 E.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0008 ***********************************************************************
 GL0008  DESIGNATION -  Y 74
 GL0008  PID         -  GL0008
 GL0008  STATE/COUNTY-  OK/CIMARRON
 GL0008  COUNTRY     -  US
 GL0008  USGS QUAD   -  KEYES EAST (2018)
 GL0008
 GL0008                         *CURRENT SURVEY CONTROL
 GL0008  ______________________________________________________________________
 GL0008* NAD 83(1986) POSITION- 36 45 44.     (N) 102 08 23.     (W)   SCALED
 GL0008* NAVD 88 ORTHO HEIGHT -  1175.994 (meters)     3858.24  (feet) ADJUSTED
 GL0008  ______________________________________________________________________
 GL0008  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 GL0008  DYNAMIC HEIGHT  -       1174.739 (meters)     3854.12  (feet) COMP
 GL0008  MODELED GRAVITY -    979,523.4   (mgal)                       NAVD 88
 GL0008
 GL0008  VERT ORDER      -  SECOND    CLASS 0
 GL0008
 GL0008.The horizontal coordinates were scaled from a map and have
 GL0008.an estimated accuracy of +/- 6 seconds.
 GL0008
 GL0008.The orthometric height was determined by differential leveling and
 GL0008.adjusted by the NATIONAL GEODETIC SURVEY
 GL0008.in June 1991.
 GL0008
 GL0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0008.GEOID18 height accuracy estimate available here.
 GL0008
 GL0008.Click photographs - Photos may exist for this station.
 GL0008
 GL0008.The dynamic height is computed by dividing the NAVD 88
 GL0008.geopotential number by the normal gravity value computed on the
 GL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0008.degrees latitude (g = 980.6199 gals.).
 GL0008
 GL0008.The modeled gravity was interpolated from observed gravity values.
 GL0008
 GL0008;                    North         East    Units  Estimated Accuracy
 GL0008;SPC OK N     -   203,410.      230,480.      MT  (+/- 180 meters Scaled)
 GL0008
 GL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA553723(NAD 83)
 GL0008
 GL0008                          SUPERSEDED SURVEY CONTROL
 GL0008
 GL0008.No superseded survey control is available for this station.
 GL0008
 GL0008_MARKER: DB = BENCH MARK DISK
 GL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0008_STAMPING: Y 74 1935
 GL0008_MARK LOGO: CGS
 GL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0008+STABILITY: SURFACE MOTION
 GL0008
 GL0008  HISTORY     - Date     Condition        Report By
 GL0008  HISTORY     - 1935     MONUMENTED       CGS
 GL0008  HISTORY     - 1970     MARK NOT FOUND   USGS
 GL0008
 GL0008                          STATION DESCRIPTION
 GL0008
 GL0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0008'23.0 MI E FROM BOISE CITY.
 GL0008'23.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, 38 FT. E. OF
 GL0008'THE CENTER LINE OF THE CROSS ROAD, 48 FT. N. OF THE CENTER LINE OF THE
 GL0008'HWY., 10 FT. W. OF A TELEPHONE POLE, AND 2 FT. S. OF THE FENCE LINE,
 GL0008'NEAR THE SOUTHWEST CORNER OF SECTION 31, T 4 N, R 9 E.
 GL0008
 GL0008                          STATION RECOVERY (1970)
 GL0008
 GL0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GL0008'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0277 ***********************************************************************
 GK0277  DESIGNATION -  Y 75
 GK0277  PID         -  GK0277
 GK0277  STATE/COUNTY-  OK/TEXAS
 GK0277  COUNTRY     -  US
 GK0277  USGS QUAD   -  GUYMON (2018)
 GK0277
 GK0277                         *CURRENT SURVEY CONTROL
 GK0277  ______________________________________________________________________
 GK0277* NAD 83(1986) POSITION- 36 44 02.     (N) 101 29 31.     (W)   SCALED
 GK0277* NAVD 88 ORTHO HEIGHT -   915.577 (meters)     3003.86  (feet) ADJUSTED
 GK0277  ______________________________________________________________________
 GK0277  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 GK0277  DYNAMIC HEIGHT  -        914.635 (meters)     3000.77  (feet) COMP
 GK0277  MODELED GRAVITY -    979,572.0   (mgal)                       NAVD 88
 GK0277
 GK0277  VERT ORDER      -  SECOND    CLASS 0
 GK0277
 GK0277.The horizontal coordinates were scaled from a map and have
 GK0277.an estimated accuracy of +/- 6 seconds.
 GK0277
 GK0277.The orthometric height was determined by differential leveling and
 GK0277.adjusted by the NATIONAL GEODETIC SURVEY
 GK0277.in June 1991.
 GK0277
 GK0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0277.GEOID18 height accuracy estimate available here.
 GK0277
 GK0277.Click photographs - Photos may exist for this station.
 GK0277
 GK0277.The dynamic height is computed by dividing the NAVD 88
 GK0277.geopotential number by the normal gravity value computed on the
 GK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0277.degrees latitude (g = 980.6199 gals.).
 GK0277
 GK0277.The modeled gravity was interpolated from observed gravity values.
 GK0277
 GK0277;                    North         East    Units  Estimated Accuracy
 GK0277;SPC OK N     -   197,990.      288,170.      MT  (+/- 180 meters Scaled)
 GK0277
 GK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF774682(NAD 83)
 GK0277
 GK0277                          SUPERSEDED SURVEY CONTROL
 GK0277
 GK0277  NGVD 29 (??/??/92)  915.145  (m)         3002.44   (f) ADJ UNCH    2 0
 GK0277
 GK0277.Superseded values are not recommended for survey control.
 GK0277
 GK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0277.See file dsdata.pdf to determine how the superseded data were derived.
 GK0277
 GK0277_MARKER: DB = BENCH MARK DISK
 GK0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0277_SP_SET: ABUTMENT
 GK0277_STAMPING: Y 75 1935
 GK0277_MARK LOGO: CGS
 GK0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0277
 GK0277  HISTORY     - Date     Condition        Report By
 GK0277  HISTORY     - 1935     MONUMENTED       CGS
 GK0277
 GK0277                          STATION DESCRIPTION
 GK0277
 GK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0277'3.6 MI N FROM GUYMON.
 GK0277'3.6 MI N ALONG US HWY NO. 64 AND ROAD TO PONY CREED.  ON A CONCRETE
 GK0277'BRIDGE, ON THE E END OF THE N ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0218 ***********************************************************************
 FH0218  DESIGNATION -  Y 76
 FH0218  PID         -  FH0218
 FH0218  STATE/COUNTY-  OK/SEQUOYAH
 FH0218  COUNTRY     -  US
 FH0218  USGS QUAD   -  FORT SMITH (2017)
 FH0218
 FH0218                         *CURRENT SURVEY CONTROL
 FH0218  ______________________________________________________________________
 FH0218* NAD 83(1986) POSITION- 35 23 24.78   (N) 094 26 59.39   (W)   HD_HELD1
 FH0218* NAVD 88 ORTHO HEIGHT -   127.099 (meters)      416.99  (feet) ADJUSTED
 FH0218  ______________________________________________________________________
 FH0218  GEOID HEIGHT    -        -30.126 (meters)                     GEOID18
 FH0218  DYNAMIC HEIGHT  -        126.980 (meters)      416.60  (feet) COMP
 FH0218  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 FH0218
 FH0218  VERT ORDER      -  SECOND    CLASS 0
 FH0218
 FH0218.The horizontal coordinates were determined by differentially corrected
 FH0218.hand held GPS observations or other comparable positioning techniques
 FH0218.and have an estimated accuracy of +/- 3 meters.
 FH0218
 FH0218.The orthometric height was determined by differential leveling and
 FH0218.adjusted by the NATIONAL GEODETIC SURVEY
 FH0218.in June 1991.
 FH0218
 FH0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0218.GEOID18 height accuracy estimate available here.
 FH0218
 FH0218.Click photographs - Photos may exist for this station.
 FH0218
 FH0218.The dynamic height is computed by dividing the NAVD 88
 FH0218.geopotential number by the normal gravity value computed on the
 FH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0218.degrees latitude (g = 980.6199 gals.).
 FH0218
 FH0218.The modeled gravity was interpolated from observed gravity values.
 FH0218
 FH0218;                    North         East    Units  Estimated Accuracy
 FH0218;SPC OK N     -    49,192.9     922,482.4     MT  (+/- 3 meters HH1 GPS) 
 FH0218
 FH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6832717282(NAD 83)
 FH0218
 FH0218                          SUPERSEDED SURVEY CONTROL
 FH0218
 FH0218  NGVD 29 (??/??/92)  127.010  (m)          416.70   (f) ADJ UNCH    2 0
 FH0218
 FH0218.Superseded values are not recommended for survey control.
 FH0218
 FH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0218.See file dsdata.pdf to determine how the superseded data were derived.
 FH0218
 FH0218_MARKER: DB = BENCH MARK DISK
 FH0218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0218_SP_SET: FLOOR
 FH0218_STAMPING: Y 76 1940
 FH0218_MARK LOGO: CGS
 FH0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0218
 FH0218  HISTORY     - Date     Condition        Report By
 FH0218  HISTORY     - 1940     MONUMENTED       CGS
 FH0218  HISTORY     - 1959     GOOD             CGS
 FH0218
 FH0218                          STATION DESCRIPTION
 FH0218
 FH0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0218'AT MOFFETT.  BENCH MARK IS AT MAIN ENTRANCE OF MOFFETT SCHOOL
 FH0218'BUILDING, 4.4 FEET EAST OF CENTER LINE OF ENTRANCE, 1 FOOT NORTH
 FH0218'OF NORTH WALL OF BUILDING.  HORIZONTAL DISK SET FLUSH.
 FH0218
 FH0218                          STATION RECOVERY (1959)
 FH0218
 FH0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0602 ***********************************************************************
 FH0602  DESIGNATION -  Y 77
 FH0602  PID         -  FH0602
 FH0602  STATE/COUNTY-  OK/MUSKOGEE
 FH0602  COUNTRY     -  US
 FH0602  USGS QUAD   -  STIGLER NE (2018)
 FH0602
 FH0602                         *CURRENT SURVEY CONTROL
 FH0602  ______________________________________________________________________
 FH0602* NAD 83(1986) POSITION- 35 26 05.     (N) 095 05 49.     (W)   SCALED
 FH0602* NAVD 88 ORTHO HEIGHT -   150.176 (meters)      492.70  (feet) ADJUSTED
 FH0602  ______________________________________________________________________
 FH0602  GEOID HEIGHT    -        -30.081 (meters)                     GEOID18
 FH0602  DYNAMIC HEIGHT  -        150.036 (meters)      492.24  (feet) COMP
 FH0602  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 FH0602
 FH0602  VERT ORDER      -  SECOND    CLASS 0
 FH0602
 FH0602.The horizontal coordinates were scaled from a map and have
 FH0602.an estimated accuracy of +/- 6 seconds.
 FH0602
 FH0602.The orthometric height was determined by differential leveling and
 FH0602.adjusted by the NATIONAL GEODETIC SURVEY
 FH0602.in June 1991.
 FH0602
 FH0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0602.GEOID18 height accuracy estimate available here.
 FH0602
 FH0602.Click photographs - Photos may exist for this station.
 FH0602
 FH0602.The dynamic height is computed by dividing the NAVD 88
 FH0602.geopotential number by the normal gravity value computed on the
 FH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0602.degrees latitude (g = 980.6199 gals.).
 FH0602
 FH0602.The modeled gravity was interpolated from observed gravity values.
 FH0602
 FH0602;                    North         East    Units  Estimated Accuracy
 FH0602;SPC OK N     -    52,180.      863,570.      MT  (+/- 180 meters Scaled)
 FH0602
 FH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV096232(NAD 83)
 FH0602
 FH0602                          SUPERSEDED SURVEY CONTROL
 FH0602
 FH0602  NGVD 29 (??/??/92)  150.062  (m)          492.33   (f) ADJ UNCH    2 0
 FH0602
 FH0602.Superseded values are not recommended for survey control.
 FH0602
 FH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0602.See file dsdata.pdf to determine how the superseded data were derived.
 FH0602
 FH0602_MARKER: DB = BENCH MARK DISK
 FH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0602_STAMPING: Y 77 1940
 FH0602_MARK LOGO: CGS
 FH0602_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0602+STABILITY: SURFACE MOTION
 FH0602
 FH0602  HISTORY     - Date     Condition        Report By
 FH0602  HISTORY     - 1940     MONUMENTED       CGS
 FH0602  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0602
 FH0602                          STATION DESCRIPTION
 FH0602
 FH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0602'6.8 MI SE FROM WEBBERS FALLS.
 FH0602'6.8 MILES SOUTHEAST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0602'FROM POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0602'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0602'ROAD, GO 5.1 MILES, TURN LEFT (EAST) AT CROSS-ROADS, GO 1.0 MILE.
 FH0602'BENCH MARK IS LOCATED IN THE NORTHEAST CORNER OF THE MC INTOSH
 FH0602'SCHOOL PLAYGROUND, AT T-INTERSECTION, 40 FEET SOUTH OF CENTER
 FH0602'LINE OF EAST-WEST ROAD, 40 FEET WEST OF NORTH-SOUTH ROAD, 2 FEET
 FH0602'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2
 FH0602'FEET.  MONUMENT PROJECTS 0.5 FOOT.
 FH0602
 FH0602                          STATION RECOVERY (1960)
 FH0602
 FH0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0602'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0539 ***********************************************************************
 FH0539  DESIGNATION -  Y 78
 FH0539  PID         -  FH0539
 FH0539  STATE/COUNTY-  OK/MUSKOGEE
 FH0539  COUNTRY     -  US
 FH0539  USGS QUAD   -  NORTHWEST MUSKOGEE (2019)
 FH0539
 FH0539                         *CURRENT SURVEY CONTROL
 FH0539  ______________________________________________________________________
 FH0539* NAD 83(1986) POSITION- 35 47 03.     (N) 095 24 43.     (W)   SCALED
 FH0539* NAVD 88 ORTHO HEIGHT -   172.316 (meters)      565.34  (feet) ADJUSTED
 FH0539  ______________________________________________________________________
 FH0539  GEOID HEIGHT    -        -29.441 (meters)                     GEOID18
 FH0539  DYNAMIC HEIGHT  -        172.162 (meters)      564.83  (feet) COMP
 FH0539  MODELED GRAVITY -    979,732.5   (mgal)                       NAVD 88
 FH0539
 FH0539  VERT ORDER      -  SECOND    CLASS 0
 FH0539
 FH0539.The horizontal coordinates were scaled from a map and have
 FH0539.an estimated accuracy of +/- 6 seconds.
 FH0539
 FH0539.The orthometric height was determined by differential leveling and
 FH0539.adjusted by the NATIONAL GEODETIC SURVEY
 FH0539.in June 1991.
 FH0539
 FH0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0539.GEOID18 height accuracy estimate available here.
 FH0539
 FH0539.Click photographs - Photos may exist for this station.
 FH0539
 FH0539.The dynamic height is computed by dividing the NAVD 88
 FH0539.geopotential number by the normal gravity value computed on the
 FH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0539.degrees latitude (g = 980.6199 gals.).
 FH0539
 FH0539.The modeled gravity was interpolated from observed gravity values.
 FH0539
 FH0539;                    North         East    Units  Estimated Accuracy
 FH0539;SPC OK N     -    90,120.      833,950.      MT  (+/- 180 meters Scaled)
 FH0539
 FH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV820626(NAD 83)
 FH0539
 FH0539                          SUPERSEDED SURVEY CONTROL
 FH0539
 FH0539  NGVD 29 (??/??/92)  172.202  (m)          564.97   (f) ADJ UNCH    2 0
 FH0539
 FH0539.Superseded values are not recommended for survey control.
 FH0539
 FH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0539.See file dsdata.pdf to determine how the superseded data were derived.
 FH0539
 FH0539_MARKER: DB = BENCH MARK DISK
 FH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0539_STAMPING: Y 78 1940
 FH0539_MARK LOGO: CGS
 FH0539_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0539+STABILITY: SURFACE MOTION
 FH0539
 FH0539  HISTORY     - Date     Condition        Report By
 FH0539  HISTORY     - 1940     MONUMENTED       CGS
 FH0539  HISTORY     - 1974     MARK NOT FOUND   NGS
 FH0539
 FH0539                          STATION DESCRIPTION
 FH0539
 FH0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0539'5.5 MI NW FROM MUSKOGEE.
 FH0539'TO REACH FROM THE MISSOURI KANSAS AND TEXAS RAILROAD STATION IN
 FH0539'MUSKOGEE, PROCEED NORTHEAST ON CHEROKEE STREET, GO 0.3 MILE,
 FH0539'TURN LEFT (WEST) ON FONDULAC STREET, GO 0.1 MILE, TURN RIGHT
 FH0539'(NORTH) ON GRAVELED ROAD, GO 2.1 MILES, TURN LEFT (WEST) AT
 FH0539'CROSS INTERSECTION OF SECTION LINE ROADS, GO 3.0 MILES.  BENCH
 FH0539'MARK IS IN THE NORTHWEST CORNER OF PLAYGROUNDS OF THE AGENCY
 FH0539'SCHOOL DISTRICT NO. 7, 115 FEET NORTHWEST OF THE NORTHWEST
 FH0539'CORNER OF THE SCHOOL BUILDING, 49 FEET SOUTHEAST OF CENTER
 FH0539'LINE OF INTERSECTION OF GRAVELED SECTION LINE ROADS, 6 FEET
 FH0539'SOUTHEAST OF CORNER FENCE POST, 2.5 FEET SOUTH OF A 4 X 4 INCH
 FH0539'WOODEN POST PAINTED WHITE PROJECTING 1.8 FEET.  MONUMENT PROJECTS
 FH0539'0.3 FEET.
 FH0539
 FH0539                          STATION RECOVERY (1974)
 FH0539
 FH0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FH0539'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0348 ***********************************************************************
 GL0348  DESIGNATION -  Y 79
 GL0348  PID         -  GL0348
 GL0348  STATE/COUNTY-  OK/CIMARRON
 GL0348  COUNTRY     -  US
 GL0348  USGS QUAD   -  WHEELESS (2018)
 GL0348
 GL0348                         *CURRENT SURVEY CONTROL
 GL0348  ______________________________________________________________________
 GL0348* NAD 83(1986) POSITION- 36 43 10.     (N) 102 55 46.     (W)   SCALED
 GL0348* NAVD 88 ORTHO HEIGHT -  1444.267 (meters)     4738.40  (feet) ADJUSTED
 GL0348  ______________________________________________________________________
 GL0348  GEOID HEIGHT    -        -22.604 (meters)                     GEOID18
 GL0348  DYNAMIC HEIGHT  -       1442.626 (meters)     4733.02  (feet) COMP
 GL0348  MODELED GRAVITY -    979,444.1   (mgal)                       NAVD 88
 GL0348
 GL0348  VERT ORDER      -  SECOND    CLASS 0
 GL0348
 GL0348.The horizontal coordinates were scaled from a map and have
 GL0348.an estimated accuracy of +/- 6 seconds.
 GL0348
 GL0348.The orthometric height was determined by differential leveling and
 GL0348.adjusted by the NATIONAL GEODETIC SURVEY
 GL0348.in June 1991.
 GL0348
 GL0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0348.GEOID18 height accuracy estimate available here.
 GL0348
 GL0348.Click photographs - Photos may exist for this station.
 GL0348
 GL0348.The dynamic height is computed by dividing the NAVD 88
 GL0348.geopotential number by the normal gravity value computed on the
 GL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0348.degrees latitude (g = 980.6199 gals.).
 GL0348
 GL0348.The modeled gravity was interpolated from observed gravity values.
 GL0348
 GL0348;                    North         East    Units  Estimated Accuracy
 GL0348;SPC OK N     -   201,960.      159,810.      MT  (+/- 180 meters Scaled)
 GL0348
 GL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA849657(NAD 83)
 GL0348
 GL0348                          SUPERSEDED SURVEY CONTROL
 GL0348
 GL0348  NGVD 29 (??/??/92) 1443.596  (m)         4736.20   (f) ADJ UNCH    2 0
 GL0348
 GL0348.Superseded values are not recommended for survey control.
 GL0348
 GL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0348.See file dsdata.pdf to determine how the superseded data were derived.
 GL0348
 GL0348_MARKER: DB = BENCH MARK DISK
 GL0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0348_STAMPING: Y 79 1941
 GL0348_MARK LOGO: CGS
 GL0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0348+STABILITY: SURFACE MOTION
 GL0348
 GL0348  HISTORY     - Date     Condition        Report By
 GL0348  HISTORY     - 1941     MONUMENTED       CGS
 GL0348  HISTORY     - 1966     POOR             USGS
 GL0348
 GL0348                          STATION DESCRIPTION
 GL0348
 GL0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0348'2.0 MI W FROM WHEELESS.
 GL0348'TO REACH BENCH MARK FROM THE POST OFFICE AT WHEELESS, PROCEED WEST ON
 GL0348'GRADED ROAD, GO 2.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS AT A
 GL0348'CROSS ROADS.  66.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTER
 GL0348'LINE OF THE EAST-WEST ROAD.  33.0 FEET EAST OF THE CENTERLINE OF THE
 GL0348'NORTH-SOUTH ROAD.  3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST. A
 GL0348'STANDARD DISK SET IN CONCRETE POST PROJECTING 0.6 FOOT.
 GL0348
 GL0348                          STATION RECOVERY (1966)
 GL0348
 GL0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0348'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0262 ***********************************************************************
 FJ0262  DESIGNATION -  Y 8
 FJ0262  PID         -  FJ0262
 FJ0262  STATE/COUNTY-  OK/OKLAHOMA
 FJ0262  COUNTRY     -  US
 FJ0262  USGS QUAD   -  LUTHER (2018)
 FJ0262
 FJ0262                         *CURRENT SURVEY CONTROL
 FJ0262  ______________________________________________________________________
 FJ0262* NAD 83(1986) POSITION- 35 40 52.     (N) 097 10 22.     (W)   SCALED
 FJ0262* NAVD 88 ORTHO HEIGHT -   273.378 (meters)      896.91  (feet) ADJUSTED
 FJ0262  ______________________________________________________________________
 FJ0262  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 FJ0262  DYNAMIC HEIGHT  -        273.124 (meters)      896.07  (feet) COMP
 FJ0262  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FJ0262
 FJ0262  VERT ORDER      -  FIRST     CLASS II
 FJ0262
 FJ0262.The horizontal coordinates were scaled from a map and have
 FJ0262.an estimated accuracy of +/- 6 seconds.
 FJ0262
 FJ0262.The orthometric height was determined by differential leveling and
 FJ0262.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0262.in August 1994.
 FJ0262
 FJ0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0262.GEOID18 height accuracy estimate available here.
 FJ0262
 FJ0262.Click photographs - Photos may exist for this station.
 FJ0262
 FJ0262.The dynamic height is computed by dividing the NAVD 88
 FJ0262.geopotential number by the normal gravity value computed on the
 FJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0262.degrees latitude (g = 980.6199 gals.).
 FJ0262
 FJ0262.The modeled gravity was interpolated from observed gravity values.
 FJ0262
 FJ0262;                    North         East    Units  Estimated Accuracy
 FJ0262;SPC OK N     -    75,890.      674,880.      MT  (+/- 180 meters Scaled)
 FJ0262
 FJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE653501(NAD 83)
 FJ0262
 FJ0262                          SUPERSEDED SURVEY CONTROL
 FJ0262
 FJ0262  NAVD 88 (06/15/91)  273.407  (m)          897.00   (f) SUPERSEDED  1 2
 FJ0262  NGVD 29 (??/??/92)  273.308  (m)          896.68   (f) ADJ UNCH    1 2
 FJ0262
 FJ0262.Superseded values are not recommended for survey control.
 FJ0262
 FJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0262.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0262
 FJ0262_MARKER: DB = BENCH MARK DISK
 FJ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0262_STAMPING: Y 8 1933
 FJ0262_MARK LOGO: CGS
 FJ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0262+STABILITY: SURFACE MOTION
 FJ0262
 FJ0262  HISTORY     - Date     Condition        Report By
 FJ0262  HISTORY     - 1933     MONUMENTED       CGS
 FJ0262  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0262
 FJ0262                          STATION DESCRIPTION
 FJ0262
 FJ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0262'1.9 MI NE FROM LUTHER.
 FJ0262'1.9 MILES NE. OF LUTHER.  ON S.L.-S.F. R.R. AT MP 512/28.  40
 FJ0262'FEET E. OF TRACK AND 30 FEET N. OF CROSS-ROAD.
 FJ0262
 FJ0262                          STATION RECOVERY (1964)
 FJ0262
 FJ0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0609 ***********************************************************************
 FJ0609  DESIGNATION -  Y 9
 FJ0609  PID         -  FJ0609
 FJ0609  STATE/COUNTY-  OK/CANADIAN
 FJ0609  COUNTRY     -  US
 FJ0609  USGS QUAD   -  RICHLAND (2018)
 FJ0609
 FJ0609                         *CURRENT SURVEY CONTROL
 FJ0609  ______________________________________________________________________
 FJ0609* NAD 83(1986) POSITION- 35 30 40.     (N) 097 46 40.     (W)   SCALED
 FJ0609* NAVD 88 ORTHO HEIGHT -   392.309 (meters)     1287.10  (feet) POSTED
 FJ0609  ______________________________________________________________________
 FJ0609  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 FJ0609  DYNAMIC HEIGHT  -        391.93  (meters)     1285.9   (feet) COMP
 FJ0609  MODELED GRAVITY -    979,658.8   (mgal)                       NAVD 88
 FJ0609
 FJ0609  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0609
 FJ0609.The horizontal coordinates were scaled from a map and have
 FJ0609.an estimated accuracy of +/- 6 seconds.
 FJ0609
 FJ0609.The orthometric height was determined by differential leveling
 FJ0609.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0609
 FJ0609.* This is a POSTED BENCH MARK height.
 FJ0609
 FJ0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0609.GEOID18 height accuracy estimate available here.
 FJ0609
 FJ0609.Click photographs - Photos may exist for this station.
 FJ0609
 FJ0609.The dynamic height is computed by dividing the NAVD 88
 FJ0609.geopotential number by the normal gravity value computed on the
 FJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0609.degrees latitude (g = 980.6199 gals.).
 FJ0609
 FJ0609.The modeled gravity was interpolated from observed gravity values.
 FJ0609
 FJ0609;                    North         East    Units  Estimated Accuracy
 FJ0609;SPC OK N     -    56,730.      620,160.      MT  (+/- 180 meters Scaled)
 FJ0609
 FJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE108304(NAD 83)
 FJ0609
 FJ0609                          SUPERSEDED SURVEY CONTROL
 FJ0609
 FJ0609  NAVD 88 (06/15/91)  392.333  (m)         1287.18   (f) SUPERSEDED  1 2
 FJ0609  NGVD 29 (??/??/92)  392.176  (m)         1286.66   (f) ADJ UNCH    1 2
 FJ0609
 FJ0609.Superseded values are not recommended for survey control.
 FJ0609
 FJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0609.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0609
 FJ0609_MARKER: DB = BENCH MARK DISK
 FJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0609_STAMPING: Y 9 1933
 FJ0609_MARK LOGO: CGS
 FJ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0609+STABILITY: SURFACE MOTION
 FJ0609
 FJ0609  HISTORY     - Date     Condition        Report By
 FJ0609  HISTORY     - 1933     MONUMENTED       CGS
 FJ0609  HISTORY     - 1965     MARK NOT FOUND   USGS
 FJ0609  HISTORY     - 1984     MARK NOT FOUND   NGS
 FJ0609  HISTORY     - 20031031 MARK NOT FOUND   USPSQD
 FJ0609
 FJ0609                          STATION DESCRIPTION
 FJ0609
 FJ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0609'1.2 MI W FROM YUKON.
 FJ0609'1 1/4 MILES W. OF YUKON.  ON ROCK ISLAND R.R. AT MP 502/24.  15
 FJ0609'FEET S. OF TRACK AND 35 FEET W. OF HIGHWAY CROSSING.
 FJ0609
 FJ0609                          STATION RECOVERY (1965)
 FJ0609
 FJ0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FJ0609'MARK NOT FOUND.
 FJ0609
 FJ0609                          STATION RECOVERY (1984)
 FJ0609
 FJ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0609'SEARCHED FOR AND NOT RECOVERED THIS DATE.  PROBABLY KNOCKED OUT BY
 FJ0609'DITCH DREDGING.
 FJ0609
 FJ0609                          STATION RECOVERY (2003)
 FJ0609
 FJ0609'RECOVERY NOTE BY US POWER SQUADRON 2003 (AJC)
 FJ0609'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0225 ***********************************************************************
 EM0225  DESIGNATION -  Y 96
 EM0225  PID         -  EM0225
 EM0225  STATE/COUNTY-  OK/JACKSON
 EM0225  COUNTRY     -  US
 EM0225  USGS QUAD   -  HEADRICK (2018)
 EM0225
 EM0225                         *CURRENT SURVEY CONTROL
 EM0225  ______________________________________________________________________
 EM0225* NAD 83(1986) POSITION- 34 37 49.     (N) 099 08 15.     (W)   SCALED
 EM0225* NAVD 88 ORTHO HEIGHT -   415.259 (meters)     1362.40  (feet) ADJUSTED
 EM0225  ______________________________________________________________________
 EM0225  GEOID HEIGHT    -        -26.518 (meters)                     GEOID18
 EM0225  DYNAMIC HEIGHT  -        414.828 (meters)     1360.98  (feet) COMP
 EM0225  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EM0225
 EM0225  VERT ORDER      -  SECOND    CLASS 0
 EM0225
 EM0225.The horizontal coordinates were scaled from a map and have
 EM0225.an estimated accuracy of +/- 6 seconds.
 EM0225
 EM0225.The orthometric height was determined by differential leveling and
 EM0225.adjusted by the NATIONAL GEODETIC SURVEY
 EM0225.in June 1991.
 EM0225
 EM0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0225.GEOID18 height accuracy estimate available here.
 EM0225
 EM0225.Click photographs - Photos may exist for this station.
 EM0225
 EM0225.The dynamic height is computed by dividing the NAVD 88
 EM0225.geopotential number by the normal gravity value computed on the
 EM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0225.degrees latitude (g = 980.6199 gals.).
 EM0225
 EM0225.The modeled gravity was interpolated from observed gravity values.
 EM0225
 EM0225;                    North         East    Units  Estimated Accuracy
 EM0225;SPC OK S     -   144,450.      495,700.      MT  (+/- 180 meters Scaled)
 EM0225
 EM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD873320(NAD 83)
 EM0225
 EM0225                          SUPERSEDED SURVEY CONTROL
 EM0225
 EM0225  NGVD 29 (??/??/92)  415.095  (m)         1361.86   (f) ADJ UNCH    2 0
 EM0225
 EM0225.Superseded values are not recommended for survey control.
 EM0225
 EM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0225.See file dsdata.pdf to determine how the superseded data were derived.
 EM0225
 EM0225_MARKER: DB = BENCH MARK DISK
 EM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0225_STAMPING: Y 96 1934
 EM0225_MARK LOGO: CGS
 EM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0225+STABILITY: SURFACE MOTION
 EM0225
 EM0225  HISTORY     - Date     Condition        Report By
 EM0225  HISTORY     - 1934     MONUMENTED       CGS
 EM0225  HISTORY     - 1963     GOOD             CGS
 EM0225
 EM0225                          STATION DESCRIPTION
 EM0225
 EM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0225'IN HEADRICK.
 EM0225'AT HEADRICK, JACKSON COUNTY, ABOUT 20 PACES NORTHEAST OF THE CONCRETE
 EM0225'CYLINDER ELEVATOR, 18 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK
 EM0225'AND 2 FEET SOUTH OF A TELEPHONE POLE AND MILE POST 676.  A STANDARD
 EM0225'DISK, STAMPED Y 96 1934 AND SET IN THE TOP OF A SQUARE CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0467 ***********************************************************************
 EM0467  DESIGNATION -  Y 97
 EM0467  PID         -  EM0467
 EM0467  STATE/COUNTY-  OK/HARMON
 EM0467  COUNTRY     -  US
 EM0467  USGS QUAD   -  HOLLIS (2018)
 EM0467
 EM0467                         *CURRENT SURVEY CONTROL
 EM0467  ______________________________________________________________________
 EM0467* NAD 83(1986) POSITION- 34 40 46.     (N) 099 54 50.     (W)   SCALED
 EM0467* NAVD 88 ORTHO HEIGHT -   492.620 (meters)     1616.20  (feet) POSTED
 EM0467  ______________________________________________________________________
 EM0467  GEOID HEIGHT    -        -28.033 (meters)                     GEOID18
 EM0467  DYNAMIC HEIGHT  -        492.08  (meters)     1614.4   (feet) COMP
 EM0467  MODELED GRAVITY -    979,514.4   (mgal)                       NAVD 88
 EM0467
 EM0467  VERT ORDER      -  * POSTED, SEE BELOW
 EM0467
 EM0467.The horizontal coordinates were scaled from a map and have
 EM0467.an estimated accuracy of +/- 6 seconds.
 EM0467
 EM0467.The orthometric height was determined by differential leveling
 EM0467.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0467
 EM0467.* This is a POSTED BENCH MARK height.
 EM0467
 EM0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0467.GEOID18 height accuracy estimate available here.
 EM0467
 EM0467.Click photographs - Photos may exist for this station.
 EM0467
 EM0467.The dynamic height is computed by dividing the NAVD 88
 EM0467.geopotential number by the normal gravity value computed on the
 EM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0467.degrees latitude (g = 980.6199 gals.).
 EM0467
 EM0467.The modeled gravity was interpolated from observed gravity values.
 EM0467
 EM0467;                    North         East    Units  Estimated Accuracy
 EM0467;SPC OK S     -   150,980.      424,630.      MT  (+/- 180 meters Scaled)
 EM0467
 EM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD162378(NAD 83)
 EM0467
 EM0467                          SUPERSEDED SURVEY CONTROL
 EM0467
 EM0467  NGVD 29 (??/??/92)  492.370  (m)         1615.38   (f) ADJ UNCH    2 0
 EM0467
 EM0467.Superseded values are not recommended for survey control.
 EM0467
 EM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0467.See file dsdata.pdf to determine how the superseded data were derived.
 EM0467
 EM0467_MARKER: DB = BENCH MARK DISK
 EM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0467_STAMPING: Y 97 1934
 EM0467_MARK LOGO: CGS
 EM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0467+STABILITY: SURFACE MOTION
 EM0467
 EM0467  HISTORY     - Date     Condition        Report By
 EM0467  HISTORY     - 1934     MONUMENTED       CGS
 EM0467  HISTORY     - 1963     GOOD             CGS
 EM0467  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0467
 EM0467                          STATION DESCRIPTION
 EM0467
 EM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0467'IN HOLLIS.
 EM0467'AT DEPOT, IN THE S.E. CORNER OF A SMALL PARK ENCIRCLED BY A 3 INCH
 EM0467'PIPE RAIL, 30 FEET E OF THE DOOR TO THE WAITING ROOM, 25 FEET W OF THE
 EM0467'CENTER OF A ROAD CROSSING THE TRACK, 27 FEET N OF THE CENTERLINE OF
 EM0467'THE TRACK, AND 3 FEET S.E. OF A TELEGRAPH POLE.
 EM0467
 EM0467                          STATION RECOVERY (1963)
 EM0467
 EM0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0467'RECOVERED IN GOOD CONDITION.
 EM0467
 EM0467                          STATION RECOVERY (2018)
 EM0467
 EM0467'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0473 ***********************************************************************
 EK0473  DESIGNATION -  Y 99
 EK0473  PID         -  EK0473
 EK0473  STATE/COUNTY-  OK/PUSHMATAHA
 EK0473  COUNTRY     -  US
 EK0473  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0473
 EK0473                         *CURRENT SURVEY CONTROL
 EK0473  ______________________________________________________________________
 EK0473* NAD 83(1986) POSITION- 34 20 22.     (N) 095 08 47.     (W)   SCALED
 EK0473* NAVD 88 ORTHO HEIGHT -   196.992 (meters)      646.30  (feet) ADJUSTED
 EK0473  ______________________________________________________________________
 EK0473  GEOID HEIGHT    -        -30.924 (meters)                     GEOID18
 EK0473  DYNAMIC HEIGHT  -        196.774 (meters)      645.58  (feet) COMP
 EK0473  MODELED GRAVITY -    979,530.4   (mgal)                       NAVD 88
 EK0473
 EK0473  VERT ORDER      -  SECOND    CLASS 0
 EK0473
 EK0473.The horizontal coordinates were scaled from a map and have
 EK0473.an estimated accuracy of +/- 6 seconds.
 EK0473
 EK0473.The orthometric height was determined by differential leveling and
 EK0473.adjusted by the NATIONAL GEODETIC SURVEY
 EK0473.in June 1991.
 EK0473
 EK0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0473.GEOID18 height accuracy estimate available here.
 EK0473
 EK0473.Click photographs - Photos may exist for this station.
 EK0473
 EK0473.The dynamic height is computed by dividing the NAVD 88
 EK0473.geopotential number by the normal gravity value computed on the
 EK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0473.degrees latitude (g = 980.6199 gals.).
 EK0473
 EK0473.The modeled gravity was interpolated from observed gravity values.
 EK0473
 EK0473;                    North         East    Units  Estimated Accuracy
 EK0473;SPC OK S     -   115,310.      862,530.      MT  (+/- 180 meters Scaled)
 EK0473
 EK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU025018(NAD 83)
 EK0473
 EK0473                          SUPERSEDED SURVEY CONTROL
 EK0473
 EK0473  NGVD 29 (??/??/92)  196.918  (m)          646.06   (f) ADJ UNCH    2 0
 EK0473
 EK0473.Superseded values are not recommended for survey control.
 EK0473
 EK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0473.See file dsdata.pdf to determine how the superseded data were derived.
 EK0473
 EK0473_MARKER: DB = BENCH MARK DISK
 EK0473_SETTING: 66 = SET IN ROCK OUTCROP
 EK0473_STAMPING: Y 99 1960
 EK0473_MARK LOGO: CGS
 EK0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0473+STABILITY: POSITION/ELEVATION WELL
 EK0473
 EK0473  HISTORY     - Date     Condition        Report By
 EK0473  HISTORY     - 1960     MONUMENTED       CGS
 EK0473
 EK0473                          STATION DESCRIPTION
 EK0473
 EK0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0473'9.2 MI NE FROM CLOUDY.
 EK0473'ABOUT 9.25 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0473'OFFICE AT CLOUDY, AT THE SOUTHWEST END OF A CURVE, IN SECTION 32,
 EK0473'R 21 E, T 2 S, SET IN THE TOP OF A FLAT ROCK FLUSH WITH THE
 EK0473'GROUND, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 EK0473'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0972 ***********************************************************************
 GH0972  DESIGNATION -  YALE MUNICIPAL TANK
 GH0972  PID         -  GH0972
 GH0972  STATE/COUNTY-  OK/PAYNE
 GH0972  COUNTRY     -  US
 GH0972  USGS QUAD   -  YALE (2018)
 GH0972
 GH0972                         *CURRENT SURVEY CONTROL
 GH0972  ______________________________________________________________________
 GH0972* NAD 83(1993) POSITION- 36 06 46.42956(N) 096 42 38.81225(W)   ADJUSTED
 GH0972  ______________________________________________________________________
 GH0972  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GH0972  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 GH0972  HORZ ORDER      -  THIRD
 GH0972
 GH0972.The horizontal coordinates were established by classical geodetic methods
 GH0972.and adjusted by the National Geodetic Survey in November 1994.
 GH0972
 GH0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0972.GEOID18 height accuracy estimate available here.
 GH0972
 GH0972.Click photographs - Photos may exist for this station.
 GH0972
 GH0972.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0972
 GH0972. The following values were computed from the NAD 83(1993) position.
 GH0972
 GH0972;                    North         East     Units Scale Factor Converg.
 GH0972;SPC OK N     -   124,249.609   716,065.122   MT  0.99994586   +0 45 39.0
 GH0972;SPC OK N     -   407,642.26  2,349,290.32   sFT  0.99994586   +0 45 39.0
 GH0972;UTM  14      - 3,998,897.252   706,044.258   MT  1.00012313   +1 20 58.9
 GH0972
 GH0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0604498897(NAD 83)
 GH0972
 GH0972                          SUPERSEDED SURVEY CONTROL
 GH0972
 GH0972  NAD 83(1986)-  36 06 46.44245(N)    096 42 38.79529(W) AD(       ) 3
 GH0972  NAD 27      -  36 06 46.21600(N)    096 42 37.68400(W) AD(       ) 3
 GH0972
 GH0972.Superseded values are not recommended for survey control.
 GH0972
 GH0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0972.See file dsdata.pdf to determine how the superseded data were derived.
 GH0972
 GH0972_MARKER: 53 = ELEVATED TANK
 GH0972
 GH0972  HISTORY     - Date     Condition        Report By
 GH0972  HISTORY     - 1935     FIRST OBSERVED   CGS
 GH0972
 GH0972                          STATION DESCRIPTION
 GH0972
 GH0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH0972'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL STEEL WATER TANK,
 GH0972'PAINTED BLACK, AND ABOUT 75 FEET HIGH.
 GH0972'
 GH0972'OBSERVED UPON FROM STATIONS CUSHING, TWIN, LONG, INDIAN,
 GH0972'HARRIS LAPLACE AZIMUTH AND OILTON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0699 ***********************************************************************
 GG0699  DESIGNATION -  YANKEE
 GG0699  PID         -  GG0699
 GG0699  STATE/COUNTY-  OK/OTTAWA
 GG0699  COUNTRY     -  US
 GG0699  USGS QUAD   -  WYANDOTTE (2018)
 GG0699
 GG0699                         *CURRENT SURVEY CONTROL
 GG0699  ______________________________________________________________________
 GG0699* NAD 83(1997) POSITION- 36 49 18.43948(N) 094 38 35.17069(W)   ADJUSTED
 GG0699* NAVD 88 ORTHO HEIGHT -   281.    (meters)      922.    (feet) SCALED
 GG0699  ______________________________________________________________________
 GG0699  GEOID HEIGHT    -        -29.158 (meters)                     GEOID18
 GG0699  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 GG0699  HORZ ORDER      -  FIRST
 GG0699
 GG0699.The horizontal coordinates were established by classical geodetic methods
 GG0699.and adjusted by the National Geodetic Survey in February 2000.
 GG0699
 GG0699.The orthometric height was scaled from a topographic map.
 GG0699
 GG0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0699.GEOID18 height accuracy estimate available here.
 GG0699
 GG0699.Click photographs - Photos may exist for this station.
 GG0699
 GG0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0699
 GG0699. The following values were computed from the NAD 83(1997) position.
 GG0699
 GG0699;                    North         East     Units Scale Factor Converg.
 GG0699;SPC OK N     -   207,317.622   899,442.392   MT  1.00001052   +1 58 51.8
 GG0699;SPC OK N     -   680,174.56  2,950,920.58   sFT  1.00001052   +1 58 51.8
 GG0699;SPC OK N     -   680,174.56  2,950,920.58   sFT  1.00001052   +1 58 51.8
 GG0699;SPC MO W     -    72,702.991   837,233.247   MT  0.99994318   -0 05 08.8
 GG0699;SPC OK N     -   207,317.622   899,442.392   MT  1.00001052   +1 58 51.8
 GG0699;UTM  15      - 4,076,362.649   353,456.965   MT  0.99986456   -0 59 05.8
 GG0699
 GG0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0699!SPC OK N     -   0.99996046  x   1.00001052  =   0.99997098
 GG0699!SPC MO W     -   0.99996046  x   0.99994318  =   0.99990365
 GG0699!SPC OK N     -   0.99996046  x   1.00001052  =   0.99997098
 GG0699!UTM  15      -   0.99996046  x   0.99986456  =   0.99982503
 GG0699
 GG0699:                Primary Azimuth Mark                     Grid Az
 GG0699:SPC OK N     -  YANKEE AZ MK                             151 36 42.4
 GG0699:SPC MO W     -  YANKEE AZ MK                             153 40 43.0
 GG0699:SPC OK N     -  YANKEE AZ MK                             151 36 42.4
 GG0699:UTM  15      -  YANKEE AZ MK                             154 34 40.0
 GG0699
 GG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5345676362(NAD 83)
 GG0699
 GG0699|---------------------------------------------------------------------|
 GG0699| PID    Reference Object                     Distance      Geod. Az  |
 GG0699|                                                           dddmmss.s |
 GG0699| GG0695 SEMECA MUNICIPAL TANK               APPROX. 4.5 KM 0420607.9 |
 GG0699| CI2833 YANKEE AZ MK                                       1533534.2 |
 GG0699| CI2834 YANKEE RM 1                          24.394 METERS 17934     |
 GG0699| CI2835 YANKEE RM 2                          24.162 METERS 31426     |
 GG0699|---------------------------------------------------------------------|
 GG0699
 GG0699                          SUPERSEDED SURVEY CONTROL
 GG0699
 GG0699  NAD 83(1997)-  36 49 18.43981(N)    094 38 35.17025(W) AD(       ) 1
 GG0699  NAD 83(1993)-  36 49 18.44684(N)    094 38 35.16937(W) AD(       ) 1
 GG0699  NAD 83(1986)-  36 49 18.45671(N)    094 38 35.16857(W) AD(       ) 1
 GG0699  NAD 27      -  36 49 18.21740(N)    094 38 34.36130(W) AD(       ) 1
 GG0699
 GG0699.Superseded values are not recommended for survey control.
 GG0699
 GG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0699.See file dsdata.pdf to determine how the superseded data were derived.
 GG0699
 GG0699_MARKER: DS = TRIANGULATION STATION DISK
 GG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0699_STAMPING: YANKEE 1960
 GG0699_MARK LOGO: CGS
 GG0699_PROJECTION: FLUSH
 GG0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0699+STABILITY: SURFACE MOTION
 GG0699
 GG0699  HISTORY     - Date     Condition        Report By
 GG0699  HISTORY     - 1960     MONUMENTED       CGS
 GG0699  HISTORY     - 20090315 GOOD             GEOCAC
 GG0699
 GG0699                          STATION DESCRIPTION
 GG0699
 GG0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 GG0699'THE STATION IS ABOUT 2 MILES SOUTHWEST OF SENECA, MISSOURI,
 GG0699'ABOUT 4.5 MILES SOUTHWEST, OF RACINE, MISSOURI, IN THE STATE
 GG0699'OF OKLAHOMA AND IS ON THE PROPERTY OF MR. ROBERT C. PRATER.
 GG0699'IT IS 116 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE,
 GG0699'52 FEET SOUTHWEST OF A POWER POLE, 46 FEET SOUTH OF A WIRE
 GG0699'FENCE AND 18 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS
 GG0699'FLUSH AND THE DISK IS STAMPED YANKEE 1960.
 GG0699'
 GG0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 GG0699'AND STATE ROAD 43 IN THE SOUTH EDGE OF SENECA, MISSOURI,
 GG0699'GO WESTERLY ON HIGHWAY 60 FOR 2.2 MILES TO THE AZIMUTH MARK
 GG0699'ON THE RIGHT.  CONTINUE WESTERLY ON HIGHWAY 60 FOR 0.35
 GG0699'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 GG0699'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 GG0699'
 GG0699'REFERENCE MARK 1 IS 45 FEET SOUTH OF A 9 INCH OAK TREE,
 GG0699'26 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD AND 3 FEET
 GG0699'WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 GG0699'DISK IS STAMPED YANKEE NO 1 1960.
 GG0699'
 GG0699'REFERENCE MARK 2 IS 83 FEET WEST OF THE POWER POLE, 20 FEET
 GG0699'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 8 FEET NORTH
 GG0699'OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 GG0699'STAMPED YANKEE NO 2 1960.
 GG0699'
 GG0699'THE AZIMUTH MARK IS 6 INCHES SOUTH OF A WIRE FENCE, 3 FEET
 GG0699'EAST OF A WITNESS POST, 59 FEET NORTH OF THE CENTERLINE
 GG0699'OF HIGHWAY 60 AND 26 FEET EAST OF A TELEPHONE POLE.  THE
 GG0699'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED YANKEE
 GG0699'1960.
 GG0699'
 GG0699'NOTE- THE MARKS AT THIS STATION WERE SET IN 1960 AND WAS
 GG0699'NOT OCCUPIED UNTIL 1961.
 GG0699'
 GG0699'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 GG0699
 GG0699                          STATION RECOVERY (2009)
 GG0699
 GG0699'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GG0699'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD SHAPE.
 GG0699'REFERENCE MARK 2 HAS ONLY THE STEM THIS DATE.
 GG0699'AZIMUTH SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0904 ***********************************************************************
 EK0904  DESIGNATION -  YANUBBE
 EK0904  PID         -  EK0904
 EK0904  STATE/COUNTY-  OK/MCCURTAIN
 EK0904  COUNTRY     -  US
 EK0904  USGS QUAD   -  BROKEN BOW (2018)
 EK0904
 EK0904                         *CURRENT SURVEY CONTROL
 EK0904  ______________________________________________________________________
 EK0904* NAD 83(1993) POSITION- 34 05 09.55762(N) 094 44 22.28060(W)   ADJUSTED
 EK0904* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 EK0904  ______________________________________________________________________
 EK0904  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 EK0904  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 EK0904  HORZ ORDER      -  SECOND
 EK0904
 EK0904.The horizontal coordinates were established by classical geodetic methods
 EK0904.and adjusted by the National Geodetic Survey in November 1994.
 EK0904
 EK0904.The orthometric height was scaled from a topographic map.
 EK0904
 EK0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0904.GEOID18 height accuracy estimate available here.
 EK0904
 EK0904.Click photographs - Photos may exist for this station.
 EK0904
 EK0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0904
 EK0904. The following values were computed from the NAD 83(1993) position.
 EK0904
 EK0904;                    North         East     Units Scale Factor Converg.
 EK0904;SPC OK S     -    88,346.579   900,854.376   MT  0.99997350   +1 51 02.5
 EK0904;SPC OK S     -   289,850.40  2,955,553.07   sFT  0.99997350   +1 51 02.5
 EK0904;UTM  15      - 3,773,055.860   339,511.681   MT  0.99991751   -0 58 30.4
 EK0904
 EK0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0904!SPC OK S     -   0.99997510  x   0.99997350  =   0.99994860
 EK0904!UTM  15      -   0.99997510  x   0.99991751  =   0.99989261
 EK0904
 EK0904:                Primary Azimuth Mark                     Grid Az
 EK0904:SPC OK S     -  YANUBBE AZ MK                            179 57 14.5
 EK0904:UTM  15      -  YANUBBE AZ MK                            182 46 47.4
 EK0904
 EK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3951173055(NAD 83)
 EK0904
 EK0904|---------------------------------------------------------------------|
 EK0904| PID    Reference Object                     Distance      Geod. Az  |
 EK0904|                                                           dddmmss.s |
 EK0904| EK0902 BROKEN BOW DIERKS LMBR CO STK       APPROX. 7.3 KM 1781111.6 |
 EK0904| EK0905 BROKEN BOW DIERKS LMBR CO TANK      APPROX. 7.4 KM 1783617.6 |
 EK0904| EK0909 BROKEN BOW LOOKOUT TOWER            APPROX. 4.3 KM 1785132.2 |
 EK0904| EK0908 BROKEN BOW MUNICIPAL TANK           APPROX. 5.9 KM 1794353.6 |
 EK0904| CX7447 YANUBBE AZ MK                                      1814817.0 |
 EK0904| CX7448 YANUBBE RM 1                         23.685 METERS 19357     |
 EK0904| CX7449 YANUBBE RM 2                         27.195 METERS 30932     |
 EK0904|---------------------------------------------------------------------|
 EK0904
 EK0904                          SUPERSEDED SURVEY CONTROL
 EK0904
 EK0904  NAD 83(1986)-  34 05 09.56241(N)    094 44 22.27178(W) AD(       ) 2
 EK0904  NAD 27      -  34 05 09.17000(N)    094 44 21.49200(W) AD(       ) 2
 EK0904
 EK0904.Superseded values are not recommended for survey control.
 EK0904
 EK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0904.See file dsdata.pdf to determine how the superseded data were derived.
 EK0904
 EK0904_MARKER: DS = TRIANGULATION STATION DISK
 EK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0904_STAMPING: YANUBBE 1952
 EK0904_MARK LOGO: CGS
 EK0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0904+STABILITY: SURFACE MOTION
 EK0904
 EK0904  HISTORY     - Date     Condition        Report By
 EK0904  HISTORY     - 1952     MONUMENTED       CGS
 EK0904
 EK0904                          STATION DESCRIPTION
 EK0904
 EK0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0904'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF BROKEN BOW,
 EK0904'AND 0.1 MILE NORTH OF WHERE STATE HIGHWAY 21 BENDS WEST.
 EK0904'IT IS 59 FEET NORTHEAST OF A POWER POLE, 40 FEET SOUTH OF
 EK0904'A PINE TREE WITH A TRIANGLE BLAZE, 15 FEET WEST-NORTHWEST
 EK0904'OF A PINE TREE WITH TWIN TRIANGLE BLAZES AND 10 FEET SOUTHWEST
 EK0904'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 EK0904'IS STAMPED YANUBBE 1952.
 EK0904'
 EK0904'REFERENCE MARK NO. 1 IS 14 FEET NORTHWEST OF A TELEPHONE
 EK0904'POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 EK0904'YANUBBE NO 1 1952.
 EK0904'
 EK0904'REFERENCE MARK NO. 2 IS 75 FEET WEST OF A PINE TREE WITH A
 EK0904'TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 EK0904'IS STAMPED YANUBEE NO 2 1952.
 EK0904'
 EK0904'THE AZIMUTH MARK IS 26 FEET WEST OF STATE HIGHWAY 21, AND
 EK0904'2 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 EK0904'INCHES AND THE DISK IS STAMPED YANUBBE 1952.
 EK0904'
 EK0904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 EK0904'AND STATE HIGHWAY 21 IN BROKEN BOW, GO NORTH ON THE STATE
 EK0904'HIGHWAY FOR 4.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EK0904'ON NORTH FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS WEST.  LEAVE
 EK0904'THE HIGHWAY AND GO NORTH ON A TRACK ROAD FOR 0.15 MILE UP
 EK0904'A STEEP INCLINE TO THE TOP OF A HILL AND THE STATION AS
 EK0904'DESCRIBED.
 EK0904'
 EK0904'A 77 FOOT SIGNAL AT STATION YASHOO 1951 IS VG.
 EK0904'
 EK0904'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0916 ***********************************************************************
 EK0916  DESIGNATION -  YASHOO
 EK0916  PID         -  EK0916
 EK0916  STATE/COUNTY-  OK/MCCURTAIN
 EK0916  COUNTRY     -  US
 EK0916  USGS QUAD   -  STEEL JUNCTION (2018)
 EK0916
 EK0916                         *CURRENT SURVEY CONTROL
 EK0916  ______________________________________________________________________
 EK0916* NAD 83(1993) POSITION- 34 06 49.69123(N) 094 46 30.34671(W)   ADJUSTED
 EK0916* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 EK0916  ______________________________________________________________________
 EK0916  GEOID HEIGHT    -        -28.629 (meters)                     GEOID18
 EK0916  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC18
 EK0916  HORZ ORDER      -  FIRST
 EK0916
 EK0916.The horizontal coordinates were established by classical geodetic methods
 EK0916.and adjusted by the National Geodetic Survey in November 1994.
 EK0916
 EK0916.The orthometric height was scaled from a topographic map.
 EK0916
 EK0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0916.GEOID18 height accuracy estimate available here.
 EK0916
 EK0916.Click photographs - Photos may exist for this station.
 EK0916
 EK0916.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0916
 EK0916. The following values were computed from the NAD 83(1993) position.
 EK0916
 EK0916;                    North         East     Units Scale Factor Converg.
 EK0916;SPC OK S     -    91,324.811   897,474.431   MT  0.99996943   +1 49 49.8
 EK0916;SPC OK S     -   299,621.48  2,944,464.03   sFT  0.99996943   +1 49 49.8
 EK0916;UTM  15      - 3,776,196.964   336,282.838   MT  0.99993041   -0 59 44.7
 EK0916
 EK0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0916!SPC OK S     -   0.99996509  x   0.99996943  =   0.99993452
 EK0916!UTM  15      -   0.99996509  x   0.99993041  =   0.99989550
 EK0916
 EK0916:                Primary Azimuth Mark                     Grid Az
 EK0916:SPC OK S     -  YASHOO AZ MK                             225 34 24.2
 EK0916:UTM  15      -  YASHOO AZ MK                             228 23 58.7
 EK0916
 EK0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3628276196(NAD 83)
 EK0916
 EK0916|---------------------------------------------------------------------|
 EK0916| PID    Reference Object                     Distance      Geod. Az  |
 EK0916|                                                           dddmmss.s |
 EK0916| CX7451 YASHOO RM 1                          24.020 METERS 00100     |
 EK0916| CX7450 YASHOO AZ MK                                       2272414.0 |
 EK0916| CX7452 YASHOO RM 2                          21.978 METERS 28134     |
 EK0916|---------------------------------------------------------------------|
 EK0916
 EK0916                          SUPERSEDED SURVEY CONTROL
 EK0916
 EK0916  NAD 83(1986)-  34 06 49.69582(N)    094 46 30.33769(W) AD(       ) 1
 EK0916  NAD 27      -  34 06 49.30700(N)    094 46 29.55200(W) AD(       ) 1
 EK0916
 EK0916.Superseded values are not recommended for survey control.
 EK0916
 EK0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0916.See file dsdata.pdf to determine how the superseded data were derived.
 EK0916
 EK0916_MARKER: DS = TRIANGULATION STATION DISK
 EK0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0916_STAMPING: YASHOO 1951
 EK0916_MARK LOGO: CGS
 EK0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0916+STABILITY: SURFACE MOTION
 EK0916
 EK0916  HISTORY     - Date     Condition        Report By
 EK0916  HISTORY     - 1951     MONUMENTED       CGS
 EK0916  HISTORY     - 1952     GOOD             CGS
 EK0916
 EK0916                          STATION DESCRIPTION
 EK0916
 EK0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 EK0916'STATION IS LOCATED ABOUT 8 MILES NORTH NORTHWEST OF BROKEN BOW
 EK0916'AND 2 MILES WEST OF STATE ROUTE 21 ON A HIGH TIMBERED RIDGE.
 EK0916'STATION IS 30 FEET NORTH OF A LARGE TRIANGLE BLAZED TREE
 EK0916'AND 24 FEET WEST OF A TRIANGLE BLAZED TREE.  THE MARK PROJECTS
 EK0916'ABOUT 4 INCHES AND THE DISK IS STAMPED YASHOO 1951.
 EK0916'
 EK0916'REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0916'IS STAMPED YASHOO NO 1 1951.
 EK0916'
 EK0916'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK
 EK0916'IS STAMPED YASHOO NO 2 1951.
 EK0916'
 EK0916'AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 EK0916'OF GRAVEL ROAD.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 EK0916'DISK IS STAMPED YASHOO 1951.
 EK0916'
 EK0916'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EK0916'ROUTE 21, SOUTHWEST OF THE BUSINESS DISTRICT IN BROKEN BOW,
 EK0916'GO NORTH ON STATE ROUTE 21 FOR 5.3 MILES TO T ROAD LEFT.
 EK0916'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 2.5 MILES TO A WOODS
 EK0916'ROAD RIGHT JUST BEFORE REACHING TOP OF HILL.  TURN RIGHT AND
 EK0916'FOLLOW ROAD THAT HAS BEEN PUSHED OUT BY BULLDOZER NORTH AND
 EK0916'WEST FOR 0.15 MILE TO TRIANGLE BLAZED OAK ON RIGHT.  TURN
 EK0916'RIGHT OFF ROAD AND FOLLOW DIM TRACK DOWN HILL TO FENCE LINE.
 EK0916'BEAR RIGHT UP POINT OF RIDGE AND CONTINUE NORTHEASTERLY
 EK0916'ALONG RIDGE FOR ABOUT 0.4 MILE TO HIGHEST POINT AND STATION.
 EK0916'
 EK0916'TO REACH AZIMUTH MARK FROM POINT IN DESCRIPTION WHERE IT
 EK0916'LEAVES GRAVEL ROAD, CONTINUE WEST ON GRAVEL ROAD FOR 0.5
 EK0916'MILE TO AZIMUTH ON LEFT ON SIDE OF HILL.  AZIMUTH IS NOT V.G.
 EK0916'
 EK0916'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EK0916
 EK0916                          STATION RECOVERY (1952)
 EK0916
 EK0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0916'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EK0916'TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0720 ***********************************************************************
 GJ0720  DESIGNATION -  YEALY
 GJ0720  PID         -  GJ0720
 GJ0720  STATE/COUNTY-  OK/ELLIS
 GJ0720  COUNTRY     -  US
 GJ0720  USGS QUAD   -  SHATTUCK NE (2018)
 GJ0720
 GJ0720                         *CURRENT SURVEY CONTROL
 GJ0720  ______________________________________________________________________
 GJ0720* NAD 83(1993) POSITION- 36 25 14.21858(N) 099 45 32.42465(W)   ADJUSTED
 GJ0720* NAVD 88 ORTHO HEIGHT -   732.22  (+/-2cm)     2402.3   (feet) VERTCON3
 GJ0720  ______________________________________________________________________
 GJ0720  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 GJ0720  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 GJ0720  HORZ ORDER      -  SECOND
 GJ0720  VERT ORDER      -  THIRD ? (See Below)
 GJ0720
 GJ0720.The horizontal coordinates were established by classical geodetic methods
 GJ0720.and adjusted by the National Geodetic Survey in November 1994.
 GJ0720
 GJ0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0720
 GJ0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0720.GEOID18 height accuracy estimate available here.
 GJ0720
 GJ0720.The vertical order pertains to the NGVD 29 superseded value.
 GJ0720
 GJ0720.Click photographs - Photos may exist for this station.
 GJ0720
 GJ0720.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0720
 GJ0720. The following values were computed from the NAD 83(1993) position.
 GJ0720
 GJ0720;                    North         East     Units Scale Factor Converg.
 GJ0720;SPC OK N     -   159,051.905   442,263.634   MT  0.99995514   -1 02 17.1
 GJ0720;SPC OK N     -   521,822.79  1,450,993.27   sFT  0.99995514   -1 02 17.1
 GJ0720;UTM  14      - 4,030,870.174   431,957.029   MT  0.99965704   -0 27 02.3
 GJ0720
 GJ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0720!SPC OK N     -   0.99988952  x   0.99995514  =   0.99984466
 GJ0720!UTM  14      -   0.99988952  x   0.99965704  =   0.99954660
 GJ0720
 GJ0720:                Primary Azimuth Mark                     Grid Az
 GJ0720:SPC OK N     -  YEALY AZ MK                              090 49 21.5
 GJ0720:UTM  14      -  YEALY AZ MK                              090 14 06.7
 GJ0720
 GJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF3195730870(NAD 83)
 GJ0720
 GJ0720|---------------------------------------------------------------------|
 GJ0720| PID    Reference Object                     Distance      Geod. Az  |
 GJ0720|                                                           dddmmss.s |
 GJ0720| CL3674 YEALY AZ MK                                        0894704.4 |
 GJ0720| GJ0695 RNG GAGE RADIO GA                   APPROX.11.6 KM 1705115.8 |
 GJ0720| CL3675 YEALY RM 1                           18.611 METERS 17245     |
 GJ0720| GJ0721 GAGE MUNICIPAL WATER TANK           APPROX.11.0 KM 1772301.9 |
 GJ0720| GJ0730 VORTAC GAGE RADIO GAG               APPROX.13.8 KM 2315358.3 |
 GJ0720| CL3676 YEALY RM 2                           23.193 METERS 27534     |
 GJ0720|---------------------------------------------------------------------|
 GJ0720
 GJ0720                          SUPERSEDED SURVEY CONTROL
 GJ0720
 GJ0720  NAD 83(1986)-  36 25 14.22537(N)    099 45 32.41356(W) AD(       ) 2
 GJ0720  NAD 27      -  36 25 14.09257(N)    099 45 30.98207(W) AD(       ) 2
 GJ0720  NGVD 29             731.93   (m)         2401.3    (f) LEVELING    3  
 GJ0720
 GJ0720.Superseded values are not recommended for survey control.
 GJ0720
 GJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0720.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0720
 GJ0720_MARKER: DS = TRIANGULATION STATION DISK
 GJ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0720_STAMPING: YEALY 1963
 GJ0720_MARK LOGO: CGS
 GJ0720_PROJECTION: FLUSH
 GJ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0720+STABILITY: SURFACE MOTION
 GJ0720
 GJ0720  HISTORY     - Date     Condition        Report By
 GJ0720  HISTORY     - 1963     MONUMENTED       CGS
 GJ0720  HISTORY     - 1976     GOOD             NGS
 GJ0720
 GJ0720                          STATION DESCRIPTION
 GJ0720
 GJ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0720'THE STATION IS ON THE NORTH SIDE OF AN EAST-WEST GRAVELED ROAD, NEAR
 GJ0720'THE YEALY RANCH HOUSE.  IT IS ABOUT 12 MILES NORTHEAST OF SHATTUCK,
 GJ0720'8 MILES NORTHWEST OF FARGO AND 7 MILES NORTH OF GAGE.
 GJ0720'
 GJ0720'TO REACH THE STATION FROM THE POST OFFICE IN GAGE, GO NORTH ON STATE
 GJ0720'HIGHWAY 46 FOR 7.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 GJ0720'GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.  TO REACH
 GJ0720'THE AZIMUTH MARK, CONTINUE EAST ON GRAVELED ROAD FOR 0.4 MILE TO
 GJ0720'THE MARK ON THE LEFT.
 GJ0720'
 GJ0720'STATION MARK IS A STANDARD DISK, STAMPED YEALY 1963, SET IN THE TOP
 GJ0720'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 GJ0720'IS 164 FEET EAST-NORTHEAST OF A POWERLINE POLE, 106 FEET
 GJ0720'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANCH HOUSE, 37 FEET
 GJ0720'EAST-SOUTHEAST OF THE EAST GATE POST OF A METAL GATE, 28 FEET
 GJ0720'NORTH OF THE CENTERLINE OF THE GRADED ROAD, 8.5 FEET SOUTH
 GJ0720'OF A WIRE FENCE AND 8 FEET SOUTH OF A WITNESS POST.
 GJ0720'
 GJ0720'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED YEALY NO 1 1963, SET
 GJ0720'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 GJ0720'IT IS 160 FEET EAST OF THE POWERLINE POLE, 34 FEET SOUTH OF THE
 GJ0720'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WIRE FENCE.  IT IS ABOUT
 GJ0720'1 FOOT HIGHER THAN THE ROAD.
 GJ0720'
 GJ0720'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED YEALY NO 2 1963, SET IN
 GJ0720'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 GJ0720'IS 102 FEET SOUTHEAST OF THE POWERLINE POLE, 34 FEET NORTH OF THE
 GJ0720'CENTERLINE OF THE ROAD, 23.5 FEET WEST OF THE WEST GATE POST OF
 GJ0720'THE METAL GATE, 1 FOOT SOUTH OF A TELEPHONE LINE POLE, 1 FOOT
 GJ0720'SOUTH OF THE WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE
 GJ0720'STATION.
 GJ0720'
 GJ0720'AZIMUTH MARK IS A STANDARD DISK, STAMPED YEALY 1963, SET IN THE TOP
 GJ0720'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 32
 GJ0720'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, 1.4 FEET WEST OF A
 GJ0720'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 GJ0720'
 GJ0720'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GJ0720
 GJ0720                          STATION RECOVERY (1976)
 GJ0720
 GJ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0720'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0720'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0988 ***********************************************************************
 GH0988  DESIGNATION -  YOST
 GH0988  PID         -  GH0988
 GH0988  STATE/COUNTY-  OK/PAYNE
 GH0988  COUNTRY     -  US
 GH0988  USGS QUAD   -  GLENCOE (2018)
 GH0988
 GH0988                         *CURRENT SURVEY CONTROL
 GH0988  ______________________________________________________________________
 GH0988* NAD 83(1993) POSITION- 36 12 16.53577(N) 096 59 51.19491(W)   ADJUSTED
 GH0988* NAVD 88 ORTHO HEIGHT -   306.57  (+/-2cm)     1005.8   (feet) VERTCON3
 GH0988  ______________________________________________________________________
 GH0988  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 GH0988  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 GH0988  HORZ ORDER      -  FIRST
 GH0988  VERT ORDER      -  THIRD ? (See Below)
 GH0988
 GH0988.The horizontal coordinates were established by classical geodetic methods
 GH0988.and adjusted by the National Geodetic Survey in November 1994.
 GH0988
 GH0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0988
 GH0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0988.GEOID18 height accuracy estimate available here.
 GH0988
 GH0988.The vertical order pertains to the NGVD 29 superseded value.
 GH0988
 GH0988.Click photographs - Photos may exist for this station.
 GH0988
 GH0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0988
 GH0988. The following values were computed from the NAD 83(1993) position.
 GH0988
 GH0988;                    North         East     Units Scale Factor Converg.
 GH0988;SPC OK N     -   134,118.596   690,143.675   MT  0.99994562   +0 35 29.7
 GH0988;SPC OK N     -   440,020.76  2,264,246.37   sFT  0.99994562   +0 35 29.7
 GH0988;UTM  14      - 4,008,499.782   680,019.545   MT  0.99999931   +1 10 59.2
 GH0988
 GH0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0988!SPC OK N     -   0.99995633  x   0.99994562  =   0.99990195
 GH0988!UTM  14      -   0.99995633  x   0.99999931  =   0.99995564
 GH0988
 GH0988:                Primary Azimuth Mark                     Grid Az
 GH0988:SPC OK N     -  YOST AZ MK OLD                           264 14 32.0
 GH0988:UTM  14      -  YOST AZ MK OLD                           263 39 02.5
 GH0988
 GH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF8001908499(NAD 83)
 GH0988
 GH0988|---------------------------------------------------------------------|
 GH0988| PID    Reference Object                     Distance      Geod. Az  |
 GH0988|                                                           dddmmss.s |
 GH0988| GH0989 YOST AZ MK                          389.356 METERS 18200     |
 GH0988| CI2845 YOST RM 2                            37.911 METERS 21135     |
 GH0988| GH0987 TT 17 Y                              40.822 METERS 23302     |
 GH0988| CI2843 YOST AZ MK OLD                                     2645001.7 |
 GH0988| CI2844 YOST RM 1                            60.241 METERS 31902     |
 GH0988|---------------------------------------------------------------------|
 GH0988
 GH0988                          SUPERSEDED SURVEY CONTROL
 GH0988
 GH0988  NAD 83(1986)-  36 12 16.54669(N)    096 59 51.17985(W) AD(       ) 1
 GH0988  NAD 27      -  36 12 16.36500(N)    096 59 50.04700(W) AD(       ) 1
 GH0988  NGVD 29             306.45   (m)         1005.4    (f) LEVELING    3  
 GH0988
 GH0988.Superseded values are not recommended for survey control.
 GH0988
 GH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0988.See file dsdata.pdf to determine how the superseded data were derived.
 GH0988
 GH0988_MARKER: DS = TRIANGULATION STATION DISK
 GH0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0988_STAMPING: YOST 1938
 GH0988_MARK LOGO: CGS
 GH0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0988+STABILITY: SURFACE MOTION
 GH0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GH0988+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 GH0988
 GH0988  HISTORY     - Date     Condition        Report By
 GH0988  HISTORY     - 1938     MONUMENTED       CGS
 GH0988  HISTORY     - 1979     GOOD             NGS
 GH0988  HISTORY     - 20061102 GOOD             AIRDAT
 GH0988
 GH0988                          STATION DESCRIPTION
 GH0988
 GH0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 GH0988'ABOUT 4 MILES AIR LINE WEST-SOUTHWEST OF GLENCOE, 7 MILES AIR LINE
 GH0988'NORTHEAST OF STILLWATER AND 1.0 MILE EAST OF YOST LAKE IN
 GH0988'THE SOUTHEAST CORNER OF SECTION 17, T. 20 N., R. 3 E.  IT IS
 GH0988'75 FEET NORTH OF THE CENTER LINE OF THE ATCHISON, TOPEKA AND
 GH0988'SANTA FE RAILWAY, ABOUT 200 FEET NORTHEAST OF RAILROAD MILEPOST
 GH0988'22, AND ABOUT 100 FEET EAST OF POINT WHERE ROAD CROSSES THE
 GH0988'RAILROAD.
 GH0988'
 GH0988'TO REACH FROM THE STOPLIGHT IN STILLWATER, GO NORTH ON STATE
 GH0988'HIGHWAY 40 FOR 6.0 MILES TO A SIGN YOST LAKE 3-1/2 MILES, THENCE
 GH0988'EAST 4.0 MILES TO RAILROAD CROSSING AND STATION 100 FEET EAST.
 GH0988'
 GH0988'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND AZIMUTH MARKS
 GH0988'ARE STANDARD BRONZE DISKS IN CONCRETE.
 GH0988'
 GH0988'TT-17Y U.S.G.S. AND S.S. IS A U.S. GEOLOGICAL SURVEY STANDARD
 GH0988'TRAVERSE DISK STAMPED TT STA. 17Y, 1927, SET IN A 6-INCH
 GH0988'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT IS
 GH0988'66 FEET NORTHWEST OF THE RAILROAD CROSSING, OPPOSITE MILEPOST
 GH0988'22, AND 30 FEET SOUTH OF ROAD FORKS.
 GH0988'
 GH0988'AZIMUTH MARK IS 1.0 MILE EAST OF THE STATION, OPPOSITE A
 GH0988'GOLF COURSE, ON THE NORTH SIDE OF THE ROAD, 175 FEET EAST
 GH0988'OF CROSSROADS.
 GH0988'
 GH0988'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 GH0988
 GH0988                          STATION RECOVERY (1979)
 GH0988
 GH0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GH0988'SURFACE STATION MARK WAS FOUND LEANING, TT 17 Y USGS WAS FOUND BROKEN
 GH0988'OFF AND THE DISK MISSING AND THE AZIMUTH MARK WAS FOUND LYING ON TOP
 GH0988'THE GROUND.  THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE
 GH0988'FOUND IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 GH0988'UNDERGROUND MARK AND REFERENCE MARK 2 AND A NEW AZIMUTH MARK WERE
 GH0988'ESTABLISHED.  NO PREVIOUSLY OBSERVED OBJECTS WERE GROUND VISIBLE SO A
 GH0988'POLARIS OBSERVATION TO THE AZIMUTH MARK WAS TAKEN.  THE DISTANCE TO
 GH0988'REFERENCE MARK 1 WAS FOUND TO BE 0.01 FOOT SHORTER THAN 1938 DATA
 GH0988'AND IT WAS NOTED THE MARK IS NORTHWEST OF THE STATION AND NOT
 GH0988'NORTHEAST AS STATED IN THE ORIGINAL DESCRIPTION.  A NEW DESCRIPTION
 GH0988'FOLLOWS.
 GH0988'
 GH0988'THE STATION IS ABOUT 7 MILES NORTHEAST OF STILLWATER, 4 MILES
 GH0988'WEST-SOUTHWEST OF GLENCOE, 1 MILE EAST OF YOST LAKE AND AT THE
 GH0988'CROSSING OF YOST ROAD AND THE ATCHINSON, TOPEKA AND SANTA FE RAILROAD,
 GH0988'IN THE SE 1/4, SEC 17, T20N, R3E.
 GH0988'
 GH0988'TO REACH THE STATION FROM THE JUNCTION OF THE CIMARRON TURNPIKE AND
 GH0988'U.S. HIGHWAY 77, ABOUT 5 MILES NORTH OF STILLWATER, GO NORTH ON
 GH0988'HIGHWAY 77 FOR 0.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 GH0988'YOST ROAD, PAVED, FOR 4.0 MILES TO AN OFFSET INTERSECTION, A RAILROAD
 GH0988'CROSSING AND THE STATION.
 GH0988'
 GH0988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 GH0988'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 GH0988'
 GH0988'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK,
 GH0988'STAMPED---YOST 1938 1979---IS SET IN A ROUND CONCRETE POST THAT
 GH0988'PROJECTS 2 INCHES.  THE UNDERGROUND DISK, STAMPED---YOST 1938---IS
 GH0988'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 GH0988'SURFACE.  MARKS ARE 120 FEET NORTHEAST OF THE INTERSECTION OF THE
 GH0988'PAVED ROAD AND THE TRACK, 120 FEET EAST OF THE T-INTERSECTION, 75.5
 GH0988'FEET WEST OF A POWERLINE POLE, 72.0 FEET NORTHWEST OF THE NORTHWEST
 GH0988'RAIL, 8.0 FEET SOUTH OF A FENCE AND 1.0 FOOT WEST OF A WITNESS POST.
 GH0988'
 GH0988'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---YOST NO 1 1938---SET
 GH0988'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 12 INCHES.  IT IS
 GH0988'190 FEET NORTH OF THE T-INTERSECTION, 25 FEET WEST OF THE CENTERLINE
 GH0988'OF THE ROAD LEADING NORTH, 1 FOOT EAST OF A FENCE AND ABOUT 3 FEET
 GH0988'HIGHER THAN THE STATION.
 GH0988'
 GH0988'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---YOST 1938 NO 2 1979---
 GH0988'CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 GH0988'BLOCK SUPPORTING A WARNING SIGNAL THAT PROJECTS ABOUT 18 INCHES.  IT
 GH0988'IS 18 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 14 FEET WEST OF
 GH0988'THE CENTERLINE OF THE PAVED ROAD, 13 FEET NORTH OF THE CENTERLINE OF
 GH0988'THE TRACK AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 GH0988'
 GH0988'AZIMUTH MARK IS A STANDARD DISK, STAMPED---YOST 1938 1979---
 GH0988'CEMENTED IN A DRILLED HOLE IN SANDSTONE OUTCROP THAT IS FLUSH.  IT IS
 GH0988'28.5 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 8.2 FEET
 GH0988'SOUTHWEST OF A WITNESS POST, 7.5 FEET WEST OF A FENCE AND ABOUT 18
 GH0988'INCHES HIGHER THAN THE ROAD.
 GH0988
 GH0988                          STATION RECOVERY (2006)
 GH0988
 GH0988'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2006 (KEG)
 GH0988'RECOVERED AS DESCRIBED. STATION IS SURROUNDED BY CEDAR TREE. IN A
 GH0988'SMALL OPENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1028 ***********************************************************************
 EL1028  DESIGNATION -  YOUNG
 EL1028  PID         -  EL1028
 EL1028  STATE/COUNTY-  OK/GRADY
 EL1028  COUNTRY     -  US
 EL1028  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1028
 EL1028                         *CURRENT SURVEY CONTROL
 EL1028  ______________________________________________________________________
 EL1028* NAD 83(1993) POSITION- 34 48 15.30027(N) 097 52 31.40803(W)   ADJUSTED
 EL1028* NAVD 88 ORTHO HEIGHT -   408.1   (meters)     1339.    (feet) VERTCON3
 EL1028  ______________________________________________________________________
 EL1028  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 EL1028  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 EL1028  HORZ ORDER      -  FIRST
 EL1028
 EL1028.The horizontal coordinates were established by classical geodetic methods
 EL1028.and adjusted by the National Geodetic Survey in November 1994.
 EL1028
 EL1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1028
 EL1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1028.GEOID18 height accuracy estimate available here.
 EL1028
 EL1028.Click photographs - Photos may exist for this station.
 EL1028
 EL1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1028
 EL1028. The following values were computed from the NAD 83(1993) position.
 EL1028
 EL1028;                    North         East     Units Scale Factor Converg.
 EL1028;SPC OK S     -   163,167.033   611,401.691   MT  0.99994329   +0 04 14.6
 EL1028;SPC OK S     -   535,323.84  2,005,907.05   sFT  0.99994329   +0 04 14.6
 EL1028;UTM  14      - 3,851,911.766   602,868.535   MT  0.99973042   +0 38 31.0
 EL1028
 EL1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1028!SPC OK S     -   0.99994003  x   0.99994329  =   0.99988332
 EL1028!UTM  14      -   0.99994003  x   0.99973042  =   0.99967047
 EL1028
 EL1028:                Primary Azimuth Mark                     Grid Az
 EL1028:SPC OK S     -  YOUNG AZ MK                              203 44 52.3
 EL1028:UTM  14      -  YOUNG AZ MK                              203 10 35.9
 EL1028
 EL1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0286851911(NAD 83)
 EL1028
 EL1028|---------------------------------------------------------------------|
 EL1028| PID    Reference Object                     Distance      Geod. Az  |
 EL1028|                                                           dddmmss.s |
 EL1028| CY3190 YOUNG RM 1                           16.969 METERS 07626     |
 EL1028| CY3191 YOUNG RM 2                           14.519 METERS 19049     |
 EL1028| CY3189 YOUNG AZ MK                                        2034906.9 |
 EL1028| EL1026 RUSH SPRINGS ATT MICROWAVE          APPROX. 5.3 KM 2803314.1 |
 EL1028| EL1030 RUSH SPRINGS W FARMERS MAST         APPROX. 7.1 KM 2913538.9 |
 EL1028| EL1029 YOUNG RM A                           24.920 METERS 30036     |
 EL1028|---------------------------------------------------------------------|
 EL1028
 EL1028                          SUPERSEDED SURVEY CONTROL
 EL1028
 EL1028  NAD 83(1986)-  34 48 15.30477(N)    097 52 31.39197(W) AD(       ) 1
 EL1028  NAD 27      -  34 48 15.04803(N)    097 52 30.25487(W) AD(       ) 1
 EL1028  NGVD 29 (07/19/86)  408.0    (m)         1339.     (f) VERT ANG       
 EL1028
 EL1028.Superseded values are not recommended for survey control.
 EL1028
 EL1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1028.See file dsdata.pdf to determine how the superseded data were derived.
 EL1028
 EL1028_MARKER: DS = TRIANGULATION STATION DISK
 EL1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1028_STAMPING: YOUNG 1968
 EL1028_MARK LOGO: CGS
 EL1028_PROJECTION: FLUSH
 EL1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1028+STABILITY: SURFACE MOTION
 EL1028
 EL1028  HISTORY     - Date     Condition        Report By
 EL1028  HISTORY     - 1968     MONUMENTED       CGS
 EL1028  HISTORY     - 1977     MARK NOT FOUND   USGS
 EL1028
 EL1028                          STATION DESCRIPTION
 EL1028
 EL1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1028'THE STATION IS LOCATED ON HIGH FLAT LAND, ABOUT 5 MILES
 EL1028'EAST-NORTHEAST OF RUSH SPRINGS, 9 MILES SOUTHWEST OF ALEX, IN
 EL1028'THE SOUTHWEST 1/4 OF SECTION 19, T 4 N, R 6 W AND ON THE
 EL1028'PROPERTY OF MR. LEO C. YOUNG.
 EL1028'
 EL1028'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 81 AND
 EL1028'STATE HIGHWAY 17 IN RUSH SPRINGS, GO EAST ON STATE HIGHWAY 17
 EL1028'FOR 4.7 MILES TO A GRADED ROAD LEFT.  TURN LEFT AND GO NORTH
 EL1028'ON GRADED ROAD FOR 1.15 MILES TO A T ROAD.  TURN LEFT ON GRADED
 EL1028'ROAD AND GO WESTERLY FOR 0.45 MILE TO A SIDEROAD RIGHT AND
 EL1028'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO NORTH ON GRADED
 EL1028'ROAD 0.75 MILE TO A WIRE GATE ON RIGHT.  TURN RIGHT PASS THRU
 EL1028'GATE AND GO EAST ON TRACK ROAD FOR 0.35 MILE TO A FORK AND
 EL1028'CORRALS.  TURN RIGHT ON RIGHT FORK AND GO SOUTHERLY ACROSS
 EL1028'PASTURE LAND FOR 0.15 MILE TO STATION.
 EL1028'
 EL1028'THE STATION IS A STANDARD DISK, STAMPED YOUNG 1968, SET IN THE
 EL1028'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 EL1028'THE GROUND.  IT IS IN OPEN PASTURE LAND.
 EL1028'
 EL1028'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED YOUNG NO 1 1968,
 EL1028'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 EL1028'FLUSH WITH THE GROUND.  IT IS IN OPEN PASTURE LAND.
 EL1028'
 EL1028'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED YOUNG NO 2 1968,
 EL1028'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS
 EL1028'FLUSH WITH THE GROUND.  IT IS IN OPEN PASTURE LAND.
 EL1028'
 EL1028'AZIMUTH MARK IS A STANDARD DISK, STAMPED YOUNG 1968, SET IN
 EL1028'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 EL1028'INCHES.  IT IS 61 FEET EAST OF THE INTERSECTION OF GRADED ROADS,
 EL1028'3.7 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 10
 EL1028'FEET EAST OF A FENCE CORNER, 30 FEET NORTH OF THE CENTERLINE OF
 EL1028'A GRADED ROAD, 46 FEET EAST OF THE CENTERLINE OF A GRADED ROAD
 EL1028'AND 22 FEET SOUTHEAST OF A POWERLINE POLE WITH NUMBER 220
 EL1028'ATTACHED.  IT IS ON THE COUNTY ROAD RIGHT OF WAY.
 EL1028'
 EL1028'HEIGHT OF LIGHT ABOVE STATION MARK 14.595 METERS.
 EL1028
 EL1028                          STATION RECOVERY (1977)
 EL1028
 EL1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RLP)
 EL1028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH1104 ***********************************************************************
 FH1104  DESIGNATION -  YOUNG
 FH1104  PID         -  FH1104
 FH1104  STATE/COUNTY-  OK/HASKELL
 FH1104  COUNTRY     -  US
 FH1104  USGS QUAD   -  LAFAYETTE (2019)
 FH1104
 FH1104                         *CURRENT SURVEY CONTROL
 FH1104  ______________________________________________________________________
 FH1104* NAD 83(1993) POSITION- 35 14 14.11100(N) 095 04 12.76034(W)   ADJUSTED
 FH1104* NAVD 88 ORTHO HEIGHT -   284.    (meters)      932.    (feet) SCALED
 FH1104  ______________________________________________________________________
 FH1104  GEOID HEIGHT    -        -30.706 (meters)                     GEOID18
 FH1104  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 FH1104  HORZ ORDER      -  FIRST
 FH1104
 FH1104.The horizontal coordinates were established by classical geodetic methods
 FH1104.and adjusted by the National Geodetic Survey in November 1994.
 FH1104
 FH1104.The orthometric height was scaled from a topographic map.
 FH1104
 FH1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1104.GEOID18 height accuracy estimate available here.
 FH1104
 FH1104.Click photographs - Photos may exist for this station.
 FH1104
 FH1104.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1104
 FH1104. The following values were computed from the NAD 83(1993) position.
 FH1104
 FH1104;                    North         East     Units Scale Factor Converg.
 FH1104;SPC OK S     -   215,066.094   866,643.544   MT  1.00000078   +1 39 46.8
 FH1104;SPC OK S     -   705,596.01  2,843,313.03   sFT  1.00000078   +1 39 46.8
 FH1104;UTM  15      - 3,901,318.080   311,622.877   MT  1.00003734   -1 11 41.2
 FH1104
 FH1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH1104!SPC OK S     -   0.99996023  x   1.00000078  =   0.99996101
 FH1104!UTM  15      -   0.99996023  x   1.00003734  =   0.99999757
 FH1104
 FH1104:                Primary Azimuth Mark                     Grid Az
 FH1104:SPC OK S     -  YOUNG AZ MK                              089 51 37.2
 FH1104:UTM  15      -  YOUNG AZ MK                              092 43 05.2
 FH1104
 FH1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV1162201318(NAD 83)
 FH1104
 FH1104|---------------------------------------------------------------------|
 FH1104| PID    Reference Object                     Distance      Geod. Az  |
 FH1104|                                                           dddmmss.s |
 FH1104| CI2849 YOUNG AZ MK                                        0913124.0 |
 FH1104|---------------------------------------------------------------------|
 FH1104
 FH1104                          SUPERSEDED SURVEY CONTROL
 FH1104
 FH1104  NAD 83(1986)-  35 14 14.12122(N)    095 04 12.75265(W) AD(       ) 1
 FH1104  NAD 27      -  35 14 13.77200(N)    095 04 11.90100(W) AD(       ) 1
 FH1104
 FH1104.Superseded values are not recommended for survey control.
 FH1104
 FH1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1104.See file dsdata.pdf to determine how the superseded data were derived.
 FH1104
 FH1104_MARKER: DS = TRIANGULATION STATION DISK
 FH1104_SETTING: 66 = SET IN ROCK OUTCROP
 FH1104_STAMPING: YOUNG 1940
 FH1104_MARK LOGO: CGS
 FH1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH1104+STABILITY: POSITION/ELEVATION WELL
 FH1104
 FH1104  HISTORY     - Date     Condition        Report By
 FH1104  HISTORY     - 1940     MONUMENTED       CGS
 FH1104  HISTORY     - 1959     GOOD             CGS
 FH1104
 FH1104                          STATION DESCRIPTION
 FH1104
 FH1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 FH1104'STATION IS LOCATED ABOUT 3.5 MILES ESE OF STIGLER, 1.3 MILES
 FH1104'WNW OF THE EUREKA SCHOOL, ABOUT 50 YARDS S OF THE HIGHEST
 FH1104'POINT OF A CULTIVATED HILL.  IT IS 15.3 FEET NE OF A WHITE
 FH1104'REFERENCE POST, 25.0 FEET N OF FENCE, 19.0 FEET NW OF AN 8-INCH
 FH1104'OAK TREE WITH A TRIANGLE BLAZE, AND 16.0 FEET S OF THE S EDGE
 FH1104'OF A CULTIVATED FIELD.
 FH1104'
 FH1104'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 FH1104'HOLES IN OUTCROPPING BEDROCK.
 FH1104'
 FH1104'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE.
 FH1104'
 FH1104'STATION IS STAMPED YOUNG 1940 AND IS SET ABOUT 3 INCHES BELOW
 FH1104'THE SURFACE OF THE GROUND.
 FH1104'
 FH1104'REFERENCE MARK NO.1 IS STAMPED YOUNG NO.1, 1940 AND IS SET
 FH1104'FLUSH WITH THE GROUND.  IT IS ABOUT 4.0 FEET LOWER THAN THE
 FH1104'STATION AND 46.0 FEET S OF FENCE.  REFERENCE MARK NO.2 IS STAMPED
 FH1104'YOUNG NO.2, 1940 AND PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.
 FH1104'IT IS ABOUT 3.0 FEET LOWER THAN THE STATION AND 42.0 FEET S OF
 FH1104'A FENCE.
 FH1104'
 FH1104'AZIMUTH MARK IS STAMPED YOUNG 1940 AND PROJECTS ABOUT 4 INCHES
 FH1104'ABOVE THE GROUND.  IT IS IN A FENCE LINE 1.0 FOOT E OF THE
 FH1104'E EDGE OF A CULTIVATED FIELD, 2.5 FEET S OF A WHITE REFERENCE
 FH1104'POST, AND 13.5 FEET WNW OF THE NW CORNER OF SHACK.
 FH1104'
 FH1104'STATION IS REACHED AS FOLLOWS- FROM STIGLER GO E ON STATE
 FH1104'HIGHWAY 10 4.5 MILES TO SIDE ROAD AT SIGN EUREKA SCHOOL 2 MILES
 FH1104'S.  TURN RIGHT (S) AND GO 1.45 MILES TO A SIDE ROAD ON THE RIGHT
 FH1104'(W).  (TO REACH AZIMUTH MARK CONTINUE S 0.1 MILE TO AZIMUTH
 FH1104'MARK ON THE W SIDE OF HOUSE ON THE RIGHT.) TURN RIGHT (W) AND GO
 FH1104'0.9 MILE TO (J.N. YOUNG) MAIL BOX ON THE LEFT.  TURN LEFT INTO
 FH1104'BARNYARD AND GO TO GATE IN ITS SE CORNER.  PASS THROUGH GATE
 FH1104'AND THEN CIRCLE FIELD W, S, AND THEN E 0.2 MILE TO STATION.
 FH1104'
 FH1104'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 FH1104
 FH1104                          STATION RECOVERY (1959)
 FH1104
 FH1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 FH1104'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 FH1104'STATION MARK IS ABOUT 0.05 MILE EAST OF A SMALL ROCK HOUSE,
 FH1104'22-1/2 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZED 5-INCH OAK TREE,
 FH1104'17 FEET NORTHWEST OF A TRIANGLE BLAZED 12-INCH OAK TREE AND
 FH1104'7-1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD ALONG
 FH1104'SOUTH EDGE OF FIELD.  THE MARK IS ABOUT 6 INCHES BELOW THE
 FH1104'SURFACE OF THE GROUND.  R.M. NO. 1 RECOVERED AS DESCRIBED.
 FH1104'R.M. NO. 2 IS IN A LARGE BOULDER UNDER A FENCE LINE AND IS
 FH1104'ABOUT 6 FEET WEST OF A TREE THAT IS IN A FENCE CORNER.  THE
 FH1104'AZIMUTH MARK IS ABOUT 0.95 MILE EAST OF THE STATION, DUE
 FH1104'WEST OF AN OLD HOUSE AND IN WEST YARD FENCE.
 FH1104'
 FH1104'TO REACH THE STATION FROM STIGLER GO EAST ON STATE HIGHWAY
 FH1104'9 FOR 4.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 FH1104'FOR 1.45 MILES TO A SIDE ROAD RIGHT (THE AZIMUTH MARK IS 0.15
 FH1104'MILE SOUTH AND TO WEST OF OLD HOUSE), TURN RIGHT AND GO WEST FOR
 FH1104'1.05 MILES TO A POINT WHERE THE MAIN ROAD TURNS RIGHT, TURN LEFT
 FH1104'AND GO SOUTH ON DRIVEWAY FOR 0.1 MILE TO A SMALL ROCK HOUSE
 FH1104'ON RIGHT AND STATION ABOUT 150 FEET TO EAST AS DESCRIBED
 FH1104'ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1265 ***********************************************************************
 FJ1265  DESIGNATION -  YOUNG
 FJ1265  PID         -  FJ1265
 FJ1265  STATE/COUNTY-  OK/LINCOLN
 FJ1265  COUNTRY     -  US
 FJ1265  USGS QUAD   -  STROUD NORTH (2018)
 FJ1265
 FJ1265                         *CURRENT SURVEY CONTROL
 FJ1265  ______________________________________________________________________
 FJ1265* NAD 83(1993) POSITION- 35 46 02.69239(N) 096 44 54.49314(W)   ADJUSTED
 FJ1265* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 FJ1265  ______________________________________________________________________
 FJ1265  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 FJ1265  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 FJ1265  HORZ ORDER      -  FIRST
 FJ1265
 FJ1265.The horizontal coordinates were established by classical geodetic methods
 FJ1265.and adjusted by the National Geodetic Survey in November 1994.
 FJ1265
 FJ1265.The orthometric height was scaled from a topographic map.
 FJ1265
 FJ1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1265.GEOID18 height accuracy estimate available here.
 FJ1265
 FJ1265.Click photographs - Photos may exist for this station.
 FJ1265
 FJ1265.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1265
 FJ1265. The following values were computed from the NAD 83(1993) position.
 FJ1265
 FJ1265;                    North         East     Units Scale Factor Converg.
 FJ1265;SPC OK N     -    85,876.115   713,166.374   MT  0.99996963   +0 44 18.9
 FJ1265;SPC OK N     -   281,745.22  2,339,780.01   sFT  0.99996963   +0 44 18.9
 FJ1265;UTM  14      - 3,960,490.012   703,535.936   MT  1.00011051   +1 18 59.3
 FJ1265
 FJ1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1265!SPC OK N     -   0.99996014  x   0.99996963  =   0.99992977
 FJ1265!UTM  14      -   0.99996014  x   1.00011051  =   1.00007065
 FJ1265
 FJ1265:                Primary Azimuth Mark                     Grid Az
 FJ1265:SPC OK N     -  YOUNG AZ MK                              268 11 06.2
 FJ1265:UTM  14      -  YOUNG AZ MK                              267 36 25.8
 FJ1265
 FJ1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE0353560490(NAD 83)
 FJ1265
 FJ1265|---------------------------------------------------------------------|
 FJ1265| PID    Reference Object                     Distance      Geod. Az  |
 FJ1265|                                                           dddmmss.s |
 FJ1265| CI2847 YOUNG RM 1                           34.510 METERS 05025     |
 FJ1265| FJ1256 AMARILLO ST LOUIS AWY BCN 29B       APPROX.22.2 KM 0504017.9 |
 FJ1265| FJ1264 AMARILLO ST LOUIS AWY BCN 29A       APPROX. 8.1 KM 0732713.7 |
 FJ1265| FJ1276 STROUD MUNICIPAL TANK               APPROX. 8.7 KM 1042627.4 |
 FJ1265| FJ1277 DAVENPORT MUNICIPAL TANK            APPROX. 6.8 KM 1934606.6 |
 FJ1265| FJ1289 AMARILLO ST LOUIS AWY BCN 27        APPROX.22.3 KM 2511448.4 |
 FJ1265| CI2846 YOUNG AZ MK                                        2685525.1 |
 FJ1265| FJ1303 AMARILLO ST LOUIS AWY BCN 28        APPROX. 5.6 KM 2864906.3 |
 FJ1265| CI2848 YOUNG RM 2                           32.309 METERS 31304     |
 FJ1265|---------------------------------------------------------------------|
 FJ1265
 FJ1265                          SUPERSEDED SURVEY CONTROL
 FJ1265
 FJ1265  NAD 83(1986)-  35 46 02.70238(N)    096 44 54.47281(W) AD(       ) 1
 FJ1265  NAD 27      -  35 46 02.46238(N)    096 44 53.39500(W) AD(       ) 1
 FJ1265
 FJ1265.Superseded values are not recommended for survey control.
 FJ1265
 FJ1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1265.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1265
 FJ1265_MARKER: DS = TRIANGULATION STATION DISK
 FJ1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1265_STAMPING: YOUNG 1935
 FJ1265_MARK LOGO: CGS
 FJ1265_PROJECTION: RECESSED 36 CENTIMETERS
 FJ1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1265+STABILITY: SURFACE MOTION
 FJ1265
 FJ1265  HISTORY     - Date     Condition        Report By
 FJ1265  HISTORY     - 1935     MONUMENTED       CGS
 FJ1265  HISTORY     - 1954     GOOD             CGS
 FJ1265  HISTORY     - 1975     GOOD             DMA
 FJ1265
 FJ1265                          STATION DESCRIPTION
 FJ1265
 FJ1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 FJ1265'STATION IS 1.5 MILES SOUTH AND 1.5 MILES EAST OF KENDRICK,
 FJ1265'5 MILES WEST AND 1 MILE NORTH OF STROUD, IN NORTHWEST QUARTER
 FJ1265'OF NORTHWEST QUARTER OF SECTION 23, T. 15 N., R. 5 E., ON
 FJ1265'PROPERTY OF W.C. YOUNG.  IT IS ON A CULTIVATED KNOLL, 35 FEET
 FJ1265'SOUTH OF CENTER LINE OF SECTION-LINE ROAD, ABOUT 350 FEET
 FJ1265'NORTHEAST OF OIL WELL.
 FJ1265'
 FJ1265'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 66 AND STATE
 FJ1265'HIGHWAY 48 (0.3 MILE WEST OF CITY HALL IN STROUD), GO WEST ON
 FJ1265'STATE HIGHWAY 48 FOR 1.0 MILE TO CROSS ROAD, THENCE RIGHT
 FJ1265'(NORTH) FOR 0.2 MILE TO CROSS ROAD AT SCHOOL, THENCE LEFT (WEST)
 FJ1265'FOR 1.0 MILE TO SECTION-LINE ROAD, THENCE RIGHT (NORTH) FOR
 FJ1265'1.0 MILE TO SECTION-LINE CROSS ROAD, THENCE LEFT (WEST) FOR
 FJ1265'2.8 MILES TO TOP OF RIDGE AND STATION.  MARK IS 14 INCHES
 FJ1265'UNDERGROUND.
 FJ1265'
 FJ1265'REFERENCE MARK NO. 1 IS 113.22 FEET (34.510 METERS) NORTHEAST
 FJ1265'OF STATION, 30 FEET NORTH OF CENTER LINE OF ROAD.
 FJ1265'
 FJ1265'REFERENCE MARK NO. 2 IS 106.00 FEET (32.309 METERS) NORTHWEST
 FJ1265'OF STATION, 30 FEET NORTH OF CENTER LINE OF ROAD.
 FJ1265'
 FJ1265'AZIMUTH MARK IS 0.5 MILE WEST OF STATION, IN EAST SIDE OF
 FJ1265'DRIVEWAY TO FARM LOT, 42 FEET EAST OF NORTHEAST CORNER OF
 FJ1265'FARMHOUSE, 100 FEET SOUTH OF ROAD.  TO REACH FROM STATION, GO
 FJ1265'WEST FOR 0.5 MILE, THENCE LEFT (SOUTH) THROUGH GATE, ABOUT
 FJ1265'100 FEET TO MARK.
 FJ1265'
 FJ1265'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 FJ1265'DESCRIBED.
 FJ1265'
 FJ1265'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 FJ1265
 FJ1265                          STATION RECOVERY (1954)
 FJ1265
 FJ1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 FJ1265'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 FJ1265'FOLLOWS.
 FJ1265'
 FJ1265'THE STATION IS ABOUT 5.5 MILES WEST-NORTHWEST OF STROUD,
 FJ1265'4 MILES NORTH OF DAVENPORT, 2 MILES SOUTHEAST OF KENDRICK,
 FJ1265'IN THE NORTHWEST 1/4 OF SEC. 23, T. 15 N., R. 5 E., ON THE
 FJ1265'PROPERTY OF MR. W.C. YOUNG.
 FJ1265'
 FJ1265'TO REACH FROM THE RAILROAD DEPOT IN DAVENPORT, GO NORTH 0.4
 FJ1265'MILE TO AN INTERSECTION OF U.S. HIGHWAY 66, CONTINUE NORTH ON
 FJ1265'U.S. HIGHWAY 66 FOR 0.4 MILE TO A POINT WHERE THE HIGHWAY
 FJ1265'CURVES RIGHT, LEAVE THE HIGHWAY AND CONTINUE NORTH ON A GRAVEL
 FJ1265'ROAD FOR 3.55 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO EAST
 FJ1265'FOR 1.25 MILES TO THE TOP OF A SLIGHT RISE AND THE STATION
 FJ1265'SITE ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 FJ1265'
 FJ1265'THE STATION MARK, 102 FEET WEST OF A DIVIDING
 FJ1265'FENCE LINE, 35 FEET SOUTH OF THE CENTER OF A SECTION-LINE ROAD,
 FJ1265'21 FEET SOUTHEAST OF A WHITE POST, 12 FEET SOUTH OF THE
 FJ1265'SOUTH RIGHT-OF-WAY FENCE LINE, IS SET 14 INCHES BELOW THE GROUND
 FJ1265'SURFACE, AND THE DISK IS STAMPED YOUNG 1935.
 FJ1265'
 FJ1265'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION,
 FJ1265'30 FEET NORTH OF THE CENTER OF A ROAD, 3 FEET NORTH OF THE
 FJ1265'NORTH RIGHT-OF-WAY FENCE LINE, PROJECTS 4 INCHES AND THE DISK
 FJ1265'IS STAMPED YOUNG NO 1 1935.
 FJ1265'
 FJ1265'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, 3
 FJ1265'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, PROJECTS 3
 FJ1265'INCHES AND THE DISK IS STAMPED YOUNG NO 2 1935.
 FJ1265'
 FJ1265'THE AZIMUTH MARK, APPROXIMATELY 0.6 MILES WEST OF THE STATION,
 FJ1265'100 FEET SOUTH OF A SECTION-LINE ROAD, 42 FEET EAST OF THE
 FJ1265'NORTHEAST CORNER OF A FARMHOUSE, ON THE EAST SIDE OF A DRIVEWAY,
 FJ1265'PROJECTS 12 INCHES AND THE DISK IS STAMPED AZI YOUNG 1935.
 FJ1265
 FJ1265                          STATION RECOVERY (1975)
 FJ1265
 FJ1265'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975
 FJ1265'STATION, REFERENCE MARKS, AND AZIMUTH MARK ALL RECOVERED AS
 FJ1265'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1029 ***********************************************************************
 EL1029  DESIGNATION -  YOUNG RM A
 EL1029  PID         -  EL1029
 EL1029  STATE/COUNTY-  OK/GRADY
 EL1029  COUNTRY     -  US
 EL1029  USGS QUAD   -  RUSH SPRINGS (2018)
 EL1029
 EL1029                         *CURRENT SURVEY CONTROL
 EL1029  ______________________________________________________________________
 EL1029* NAD 83(1993) POSITION- 34 48 15.71202(N) 097 52 32.25184(W)   ADJUSTED
 EL1029* NAVD 88 ORTHO HEIGHT -   407.7   (meters)     1338.    (feet) VERTCON3
 EL1029  ______________________________________________________________________
 EL1029  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 EL1029  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 EL1029  HORZ ORDER      -  FIRST
 EL1029
 EL1029.The horizontal coordinates were established by classical geodetic methods
 EL1029.and adjusted by the National Geodetic Survey in November 1994.
 EL1029
 EL1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 EL1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EL1029
 EL1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1029.GEOID18 height accuracy estimate available here.
 EL1029
 EL1029.Click photographs - Photos may exist for this station.
 EL1029
 EL1029.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1029
 EL1029. The following values were computed from the NAD 83(1993) position.
 EL1029
 EL1029;                    North         East     Units Scale Factor Converg.
 EL1029;SPC OK S     -   163,179.694   611,380.228   MT  0.99994330   +0 04 14.1
 EL1029;SPC OK S     -   535,365.38  2,005,836.63   sFT  0.99994330   +0 04 14.1
 EL1029;UTM  14      - 3,851,924.210   602,846.952   MT  0.99973037   +0 38 30.6
 EL1029
 EL1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1029!SPC OK S     -   0.99994009  x   0.99994330  =   0.99988340
 EL1029!UTM  14      -   0.99994009  x   0.99973037  =   0.99967048
 EL1029
 EL1029:                Primary Azimuth Mark                     Grid Az
 EL1029:SPC OK S     -  TOM                                      004 18 02.1
 EL1029:UTM  14      -  TOM                                      003 43 45.6
 EL1029
 EL1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD0284651924(NAD 83)
 EL1029
 EL1029|---------------------------------------------------------------------|
 EL1029| PID    Reference Object                     Distance      Geod. Az  |
 EL1029|                                                           dddmmss.s |
 EL1029| EL1019 TOM                                 APPROX.15.4 KM 0042216.2 |
 EL1029| EL1028 YOUNG                                24.920 METERS 12036     |
 EL1029| EL1026 RUSH SPRINGS ATT MICROWAVE          APPROX. 5.3 KM 2802740.1 |
 EL1029| EL1030 RUSH SPRINGS W FARMERS MAST         APPROX. 7.1 KM 2913345.1 |
 EL1029|---------------------------------------------------------------------|
 EL1029
 EL1029                          SUPERSEDED SURVEY CONTROL
 EL1029
 EL1029  NAD 83(1986)-  34 48 15.71657(N)    097 52 32.23586(W) AD(       ) 1
 EL1029  NAD 27      -  34 48 15.45981(N)    097 52 31.09864(W) AD(       ) 1
 EL1029  NGVD 29 (07/19/86)  407.6    (m)         1337.     (f) VERT ANG       
 EL1029
 EL1029.Superseded values are not recommended for survey control.
 EL1029
 EL1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL1029.See file dsdata.pdf to determine how the superseded data were derived.
 EL1029
 EL1029_MARKER: DS = TRIANGULATION STATION DISK
 EL1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL1029_STAMPING: YOUNG RM A 1968
 EL1029_MARK LOGO: CGS
 EL1029_PROJECTION: FLUSH
 EL1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL1029+STABILITY: SURFACE MOTION
 EL1029
 EL1029  HISTORY     - Date     Condition        Report By
 EL1029  HISTORY     - 1968     MONUMENTED       CGS
 EL1029  HISTORY     - 1977     MARK NOT FOUND   USGS
 EL1029
 EL1029                          STATION DESCRIPTION
 EL1029
 EL1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 EL1029'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION
 EL1029'AS TRIANGULATION STATION YOUNG.
 EL1029'
 EL1029'STATION IS A STANDARD STATION MARK DISK, STAMPED YOUNG RM A
 EL1029'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 EL1029'FLUSH WITH THE SURFACE OF THE GROUND.
 EL1029'
 EL1029'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION YOUNG,
 EL1029'DISTANCE BEING 24.720 METERS OR 81.76 FEET EAST-SOUTHEAST.
 EL1029
 EL1029                          STATION RECOVERY (1977)
 EL1029
 EL1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RLP)
 EL1029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1047 ***********************************************************************
 DN1047  DESIGNATION -  YUBA
 DN1047  PID         -  DN1047
 DN1047  STATE/COUNTY-  OK/BRYAN
 DN1047  COUNTRY     -  US
 DN1047  USGS QUAD   -  YUBA (2018)
 DN1047
 DN1047                         *CURRENT SURVEY CONTROL
 DN1047  ______________________________________________________________________
 DN1047* NAD 83(1993) POSITION- 33 50 05.31718(N) 096 12 18.19178(W)   ADJUSTED
 DN1047* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 DN1047  ______________________________________________________________________
 DN1047  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 DN1047  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 DN1047  HORZ ORDER      -  SECOND
 DN1047
 DN1047.The horizontal coordinates were established by classical geodetic methods
 DN1047.and adjusted by the National Geodetic Survey in November 1994.
 DN1047
 DN1047.The orthometric height was scaled from a topographic map.
 DN1047
 DN1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1047.GEOID18 height accuracy estimate available here.
 DN1047
 DN1047.Click photographs - Photos may exist for this station.
 DN1047
 DN1047.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN1047
 DN1047. The following values were computed from the NAD 83(1993) position.
 DN1047
 DN1047;                    North         East     Units Scale Factor Converg.
 DN1047;SPC OK S     -    57,103.492   766,140.774   MT  1.00002083   +1 01 07.8
 DN1047;SPC OK S     -   187,347.04  2,513,580.19   sFT  1.00002083   +1 01 07.8
 DN1047;SPC TXNC     - 2,242,754.334   812,403.543   MT  0.99996588   +1 15 05.9
 DN1047;SPC TXNC     - 7,358,103.18  2,665,360.62   sFT  0.99996588   +1 15 05.9
 DN1047;UTM  14      - 3,747,354.562   758,645.098   MT  1.00042477   +1 33 25.5
 DN1047
 DN1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1047!SPC OK S     -   0.99997594  x   1.00002083  =   0.99999677
 DN1047!SPC TXNC     -   0.99997594  x   0.99996588  =   0.99994183
 DN1047!UTM  14      -   0.99997594  x   1.00042477  =   1.00040070
 DN1047
 DN1047:                Primary Azimuth Mark                     Grid Az
 DN1047:SPC OK S     -  YUBA AZ MK                               356 59 49.0
 DN1047:SPC TXNC     -  YUBA AZ MK                               356 45 50.9
 DN1047:UTM  14      -  YUBA AZ MK                               356 27 31.3
 DN1047
 DN1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5864547354(NAD 83)
 DN1047
 DN1047|---------------------------------------------------------------------|
 DN1047| PID    Reference Object                     Distance      Geod. Az  |
 DN1047|                                                           dddmmss.s |
 DN1047| CY3193 YUBA RM 1                            21.235 METERS 14627     |
 DN1047| CY3194 YUBA RM 2                            24.683 METERS 23751     |
 DN1047| CY3192 YUBA AZ MK                                         3580056.8 |
 DN1047|---------------------------------------------------------------------|
 DN1047
 DN1047                          SUPERSEDED SURVEY CONTROL
 DN1047
 DN1047  NAD 83(1986)-  33 50 05.32265(N)    096 12 18.18382(W) AD(       ) 2
 DN1047  NAD 27      -  33 50 04.96040(N)    096 12 17.24050(W) AD(       ) 2
 DN1047
 DN1047.Superseded values are not recommended for survey control.
 DN1047
 DN1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1047.See file dsdata.pdf to determine how the superseded data were derived.
 DN1047
 DN1047_MARKER: DS = TRIANGULATION STATION DISK
 DN1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1047_STAMPING: YUBA 1955
 DN1047_MARK LOGO: CGS
 DN1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1047+STABILITY: SURFACE MOTION
 DN1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1047+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DN1047
 DN1047  HISTORY     - Date     Condition        Report By
 DN1047  HISTORY     - 1955     MONUMENTED       CGS
 DN1047  HISTORY     - 1957     GOOD             CGS
 DN1047  HISTORY     - 20030703 GOOD             GEOCAC
 DN1047
 DN1047                          STATION DESCRIPTION
 DN1047
 DN1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1047'THE STATION IS LOCATED NEAR A FENCE CORNER ON A WOODED HILL
 DN1047'AND ALONG THE EAST SIDE OF A GRADED ROAD.  IT IS ABOUT 15
 DN1047'MILES AIRLINE SOUTHEAST OF DURANT, 18 MILES AIRLINE NORTH OF
 DN1047'BONHAM, AND 1-1/2 MILES AIRLINE NORTH OF THE VILLAGE OF YUBA.
 DN1047'
 DN1047'TO REACH FROM THE U.S. POST OFFICE IN YUBA, GO EAST ON GRADED ROAD
 DN1047'FOR 0.1 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO NORTH ON
 DN1047'GRADED ROAD FOR 1.7 MILES TO A T-ROAD RIGHT AND THE STATION
 DN1047'ON THE RIGHT, ACROSS THE ROAD FROM THE FARM HOME OF W.N. SIMS.
 DN1047'
 DN1047'THE STATION MARK IS A STANDARD DISK STAMPED YUBA 1955, SET IN
 DN1047'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 DN1047'3 INCHES.  IT IS 21 FEET NORTHEAST OF A FENCE CORNER, 18.5
 DN1047'FEET NORTHEAST OF A STANDARD WITNESS POST, 45 FEET EAST OF
 DN1047'THE CENTER LINE OF A GRADED ROAD, AND 30 FEET NORTH OF A DIRT
 DN1047'T-ROAD.
 DN1047'
 DN1047'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED YUBA
 DN1047'NO 1 1955, SET IN THE TOP OF A 14-INCH-DIAMETER CONCRETE
 DN1047'CYLINDER THAT PROJECTS 6 INCHES.  IT IS 10 FEET SOUTH OF THE
 DN1047'CENTER LINE OF THE DIRT T-ROAD, 18 INCHES NORTH OF A FENCE LINE,
 DN1047'AND AT THE SAME ELEVATION AS THE STATION.
 DN1047'
 DN1047'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED YUBA
 DN1047'NO 2 1955, SET IN THE TOP OF A 14-INCH-DIAMETER CONCRETE
 DN1047'CYLINDER THAT PROJECTS 3 INCHES.  IT IS SET IN A FENCE CORNER.
 DN1047'25 FEET WEST OF THE CENTER LINE OF THE GRADED ROAD, 40 FEET
 DN1047'SOUTH OF THE CENTER LINE OF A FARM DRIVEWAY, AND AT THE SAME
 DN1047'ELEVATION AS THE STATION.
 DN1047'
 DN1047'THE AZIMUTH MARK IS LOCATED AT THE SOUTHEAST CORNER OF A
 DN1047'GARDEN PLOT AT THE RANCH HOME OF J.H. NEWMAN.  THE MARK IS
 DN1047'A STANDARD DISK STAMPED YUBA 1955, SET IN THE TOP OF A
 DN1047'16-INCH-DIAMETER CONCRETE CYLINDER THAT PROJECTS 6 INCHES.
 DN1047'IT IS 30 FEET WEST OF THE CENTER LINE OF A GRADED ROAD, 2
 DN1047'FEET EAST OF A FENCE CORNER, AND 50 YARDS EAST-NORTHEAST OF
 DN1047'THE RANCH HOUSE.  TO REACH FROM THE STATION, GO NORTH ON
 DN1047'GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DN1047
 DN1047                          STATION RECOVERY (1957)
 DN1047
 DN1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1047'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 DN1047'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1047'STATION SITE ARE CORRECT.
 DN1047
 DN1047                          STATION RECOVERY (2003)
 DN1047
 DN1047'RECOVERY NOTE BY GEOCACHING 2003 (SIM)
 DN1047'RECOVERED AS DESCRIBED IN 1955 WHEN MONUMENTED BY CGS.
 DN1047'MCCURRY
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1059 ***********************************************************************
 FJ1059  DESIGNATION -  YUKON RESET
 FJ1059  PID         -  FJ1059
 FJ1059  STATE/COUNTY-  OK/CANADIAN
 FJ1059  COUNTRY     -  US
 FJ1059  USGS QUAD   -  MINCO NE (2018)
 FJ1059
 FJ1059                         *CURRENT SURVEY CONTROL
 FJ1059  ______________________________________________________________________
 FJ1059* NAD 83(1993) POSITION- 35 28 50.63711(N) 097 45 22.24096(W)   ADJUSTED
 FJ1059* NAVD 88 ORTHO HEIGHT -   426.2   (meters)     1398.    (feet) VERTCON3
 FJ1059  ______________________________________________________________________
 FJ1059  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 FJ1059  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 FJ1059  HORZ ORDER      -  FIRST
 FJ1059
 FJ1059.The horizontal coordinates were established by classical geodetic methods
 FJ1059.and adjusted by the National Geodetic Survey in November 1994.
 FJ1059
 FJ1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 FJ1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FJ1059
 FJ1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1059.GEOID18 height accuracy estimate available here.
 FJ1059
 FJ1059.Click photographs - Photos may exist for this station.
 FJ1059
 FJ1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ1059
 FJ1059. The following values were computed from the NAD 83(1993) position.
 FJ1059
 FJ1059;                    North         East     Units Scale Factor Converg.
 FJ1059;SPC OK N     -    53,366.815   622,127.446   MT  1.00001671   +0 08 38.0
 FJ1059;SPC OK N     -   175,087.63  2,041,096.46   sFT  1.00001671   +0 08 38.0
 FJ1059;UTM  14      - 3,927,067.549   612,835.917   MT  0.99975690   +0 43 19.3
 FJ1059
 FJ1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ1059!SPC OK N     -   0.99993734  x   1.00001671  =   0.99995405
 FJ1059!UTM  14      -   0.99993734  x   0.99975690  =   0.99969425
 FJ1059
 FJ1059:                Primary Azimuth Mark                     Grid Az
 FJ1059:SPC OK N     -  YUKON AZ MK                              210 32 16.7
 FJ1059:UTM  14      -  YUKON AZ MK                              209 57 35.4
 FJ1059
 FJ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE1283527067(NAD 83)
 FJ1059
 FJ1059|---------------------------------------------------------------------|
 FJ1059| PID    Reference Object                     Distance      Geod. Az  |
 FJ1059|                                                           dddmmss.s |
 FJ1059| FJ0873 EDMONDS COLLEGE DOME                APPROX.32.2 KM 0523444.7 |
 FJ1059| FJ1098 OKLA CITY LAKE HEFNER TANK          APPROX.19.2 KM 0534012.9 |
 FJ1059| FJ1100 OKLA CITY NICHOLS HILL SPHERE       APPROX.19.9 KM 0641519.5 |
 FJ1059| FJ1097 OKLA CITY NICHOLS HILL MUN TK       APPROX.18.9 KM 0652222.3 |
 FJ1059| FJ1095 WARR ACRES MUNICIPAL TANK           APPROX.13.6 KM 0695340.3 |
 FJ1059| FJ1105 BETHANY ST JOSEPHS HOME TANK        APPROX.11.0 KM 0713529.4 |
 FJ1059| FJ1106 BETHANY MUNICIPAL TANK              APPROX.11.9 KM 0733050.4 |
 FJ1059| FJ1093 WARR ACRES PUTNAM SCHOOL STACK      APPROX.13.2 KM 0744242.3 |
 FJ1059| FJ1101 OKLA CITY BELLE ISLE STA STACK      APPROX.20.5 KM 0751025.3 |
 FJ1059| FJ1014 OKLA CITY UNIVERSITY TOWER          APPROX.19.5 KM 0853118.8 |
 FJ1059| FJ1008 OKLAHOMA CITY CH HIGHEST SPIRE      APPROX.23.1 KM 0911042.9 |
 FJ1059| FJ1012 OKLA CITY PENN ST MUNICIPAL TK      APPROX.18.8 KM 0915145.8 |
 FJ1059| CL6680 YUKON RM 2                          148.377 METERS 09217     |
 FJ1059| FJ1009 OKLA CITY GENERAL MILLS ELEV        APPROX.20.8 KM 0932132.6 |
 FJ1059| FJ1016 OKLA CITY RAD STA KTVQ ANT          APPROX.21.8 KM 0933006.6 |
 FJ1059| FJ1025 OKLA G AND E MUSTANG STA W STK      APPROX. 7.5 KM 0984726.4 |
 FJ1059| FJ1024 OKLA G AND E MUSTANG STA E STK      APPROX. 7.5 KM 0984813.3 |
 FJ1059| FJ1015 OKLA CITY ARMOUR STACK              APPROX.18.3 KM 0995814.3 |
 FJ1059| FJ1017 AIRPORT BCN WILL ROGERS APT         APPROX.16.6 KM 1225810.4 |
 FJ1059| FJ0981 MOORE ELEVATOR W END OF RIDGE       APPROX.31.2 KM 1260746.7 |
 FJ1059| FJ1010 WILL ROGERS FIELD BEACON            APPROX.15.2 KM 1263249.3 |
 FJ1059| FJ1022 RNG OKLA CITY RADIO OKC             APPROX.13.4 KM 1302240.7 |
 FJ1059| CL6679 YUKON RM                                           18217     |
 FJ1059| CL6681 YUKON RM 3                          190.592 METERS 18217     |
 FJ1059| CL6678 YUKON AZ MK                                        2104054.7 |
 FJ1059| FJ1120 EL RENO SOUTH MUNICIPAL TANK        APPROX.18.4 KM 2842306.1 |
 FJ1059| FJ1122 EL RENO SCHRODER GRAIN ELEV         APPROX.18.9 KM 2861407.2 |
 FJ1059| FJ1121 EL RENO CATH CH SPIRE               APPROX.19.0 KM 2873028.7 |
 FJ1059| FJ1126 EL RENO COUNTY CTHSE DOME           APPROX.19.0 KM 2881959.7 |
 FJ1059| FJ1118 EL RENO KERFOOT HOTEL CUPOLA        APPROX.18.9 KM 2882130.9 |
 FJ1059| FJ1116 BANNER COOP ELEVATOR                APPROX. 9.3 KM 2924954.7 |
 FJ1059|---------------------------------------------------------------------|
 FJ1059
 FJ1059                          SUPERSEDED SURVEY CONTROL
 FJ1059
 FJ1059  NAD 83(1986)-  35 28 50.64247(N)    097 45 22.22464(W) AD(       ) 1
 FJ1059  NAD 27      -  35 28 50.44244(N)    097 45 21.06735(W) AD(       ) 1
 FJ1059  USSD        -  35 28 50.36800(N)    097 45 21.39700(W) AD(       ) 3
 FJ1059  NGVD 29 (07/19/86)  426.1    (m)         1398.     (f) VERT ANG       
 FJ1059
 FJ1059.Superseded values are not recommended for survey control.
 FJ1059
 FJ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ1059.See file dsdata.pdf to determine how the superseded data were derived.
 FJ1059
 FJ1059_MARKER: DS = TRIANGULATION STATION DISK
 FJ1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ1059_STAMPING: YUKON 1902
 FJ1059_MARK LOGO: CGS
 FJ1059_PROJECTION: RECESSED 61 CENTIMETERS
 FJ1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ1059+STABILITY: SURFACE MOTION
 FJ1059
 FJ1059  HISTORY     - Date     Condition        Report By
 FJ1059  HISTORY     - 1935     MONUMENTED       CGS
 FJ1059  HISTORY     - 1947     GOOD             CGS
 FJ1059  HISTORY     - 1955     GOOD             CGS
 FJ1059  HISTORY     - 1957     GOOD             CGS
 FJ1059  HISTORY     - 1968     GOOD             OKDH
 FJ1059  HISTORY     - 1981     GOOD             LOCENG
 FJ1059  HISTORY     - 1983     GOOD             OKDH
 FJ1059
 FJ1059                          STATION DESCRIPTION
 FJ1059
 FJ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 FJ1059'THE SURFACE MARK IS DESTROYED, HAVING BEEN TAKEN OUT BY
 FJ1059'THE FARM TENANT AFTER HE HAD BROKEN HIS PLOWS.  THE UNDERGROUND
 FJ1059'MARK AND THE REFERENCE MARK SET IN 1902 RECOVERED IN GOOD
 FJ1059'CONDITION.  REFERENCE MARK IS IN DANGER OF BEING DUG OUT
 FJ1059'BY ROAD CONSTRUCTION, BUT NEW REFERENCE MARKS HAVE BEEN
 FJ1059'SET AT A SAFE DISTANCE FROM THE ROAD CENTER.  THE STATION
 FJ1059'IS NOW MARKED BY A STANDARD STATION DISK SET IN CONCRETE,
 FJ1059'IN THE CENTER OF A 7-INCH PIPE
 FJ1059'CONNECTION, 18 INCHES BELOW GROUND SURFACE.  NO SURFACE
 FJ1059'MARK WAS SET.  THE UNDERGROUND AND REFERENCE MARKS ARE
 FJ1059'STAMPED WITH THE NAME AND DATE 1902.
 FJ1059'
 FJ1059'THE STATION IS ON THE PROPERTY OWNED BY MR. A.A. SHEDECK,
 FJ1059'WITH MR. ARTHUR TURNER LIVING ON THE FARM AS TENANT.  IT
 FJ1059'IS ABOUT 1-7/8 MILES SOUTH AND 1/2 MILE WEST OF THE TOWN
 FJ1059'OF YUKON.  AZIMUTHS FROM THE STATION ARE- TO THE CENTER
 FJ1059'OF WINDMILL AT TURNER PLACE, N 46 DEG 32 MIN 18 SEC W, TO WATER
 FJ1059'TANK AT YUKON, N 5 DEG 41 MIN 13 SEC E, TO THE SMOKESTACK OF
 FJ1059'FACTORY TO THE NORTH, N 15 DEG 35 MIN 12 SEC E, AND TO A WINDMILL
 FJ1059'ON A HILL 1/2 MILE NORTHEAST, N 65 DEG 55 MIN 57 SEC E.
 FJ1059'
 FJ1059'TO REACH FROM THE TOWN OF YUKON, TAKE THE COUNTY ROAD AT
 FJ1059'WEST END OF TOWN AND GO SOUTH 1-7/8 MILES TO CEMETERY ON
 FJ1059'RIGHT.  THE SHEDECK FARM, OCCUPIED BY MR. ARTHUR TURNER,
 FJ1059'IS ON THE LEFT AND HAS A WINDMILL SOUTHWEST OF THE BARN
 FJ1059'AND SOUTHEAST OF THE HOUSE.  THE STATION IS ABOUT 1/4 MILE
 FJ1059'SOUTHEAST IN A CULTIVATED FIELD.
 FJ1059'
 FJ1059'THE REFERENCE MARK SET IN 1902 IS 194.677 METERS (638.70
 FJ1059'FEET) FROM THE STATION, S 2 DEG 16 MIN 42 SEC W.
 FJ1059'
 FJ1059'REFERENCE MARK NO. 1 (1935) IS A STANDARD REFERENCE DISK
 FJ1059'SET IN CONCRETE, 20 FEET NORTH
 FJ1059'OF THE CENTER OF THE EAST-WEST HIGHWAY, 191.477 METERS
 FJ1059'(632.30 FEET) FROM THE STATION, IN THE SAME AZIMUTH AS THE
 FJ1059'REFERENCE MARK SET IN 1902, AND 6.4 FEET NORTH OF THE OLD
 FJ1059'REFERENCE MARK.
 FJ1059'
 FJ1059'REFERENCE MARK NO. 2 (1935) IS A STANDARD REFERENCE MARK
 FJ1059'DISK SET IN CONCRETE ON A NORTH-SOUTH
 FJ1059'FENCE LINE, ON THE EAST SIDE OF A FIELD, 600 FEET NORTH
 FJ1059'OF THE EAST-WEST HIGHWAY, 148.365 METERS (486.78 FEET) EAST
 FJ1059'OF THE STATION, S 87 DEG 43 MIN 15 SEC E.
 FJ1059'
 FJ1059'REFERENCE MARK NO. 1 IS 245.82 METERS FROM REFERENCE MARK
 FJ1059'NO. 2, N 39 DEG 54 MIN 45 SEC E.  AZIMUTH FROM
 FJ1059'REFERENCE MARK NO. 1, 1935 ARE- TO WATER TANK AT YUKON,
 FJ1059'N 05 DEG 27 MIN 15 SEC E, AND TO THE CENTER OF WINDMILL AT TURNERS
 FJ1059'PLACE, N 29 DEG 27 MIN W.
 FJ1059
 FJ1059                          STATION RECOVERY (1947)
 FJ1059
 FJ1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FJ1059'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 FJ1059'ADDITIONAL DETAILS ARE REQUIRED.
 FJ1059
 FJ1059                          STATION RECOVERY (1955)
 FJ1059
 FJ1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 FJ1059'THE STATION WAS RECOVERED AS DESCRIBED BY E.R.M. IN 1935
 FJ1059'AND THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND
 FJ1059'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 WAS
 FJ1059'DESTROYED BY ROAD GRADING, AND A NEW REFERENCE MARK WAS
 FJ1059'SET BY THIS PARTY, AS WAS AN AZIMUTH MARK.
 FJ1059'
 FJ1059'ADDITIONAL NOTES FOLLOW-
 FJ1059'
 FJ1059'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF YUKON ATOP
 FJ1059'A SMALL KNOLL IN A CULTIVATED FIELD OWNED BY MR. A.A. SHEDECK.
 FJ1059'
 FJ1059'REACHED FROM THE INTERSECTION OF MAIN STREET AND 11TH STREET
 FJ1059'AT THE WEST EDGE OF YUKON BY GOING SOUTH ON 11TH STREET
 FJ1059'FOR 0.9 MILE TO A CROSSROAD AND THE END OF THE PAVEMENT,
 FJ1059'CONTINUE SOUTHERLY ON A GRAVELED ROAD FOR 1.0 MILE TO A
 FJ1059'CROSSROAD,* TURN LEFT, EAST, AND GO 0.2 MILE TO A GATE ON
 FJ1059'THE LEFT, TURN LEFT, NORTH, AND FOLLOW A TRACK ROAD FOR
 FJ1059'0.1 MILE TO THE STATION.
 FJ1059'
 FJ1059'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHERLY
 FJ1059'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FJ1059'
 FJ1059'THE STATION MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND,
 FJ1059'AND THE DISK IS STAMPED YUKON 1902.
 FJ1059'
 FJ1059'REFERENCE MARK NO. 2 IS AT THE EASTERN EDGE OF THE CULTIVATED
 FJ1059'FIELD 1 FOOT WEST OF A FENCE, 6 INCHES BELOW THE SURFACE
 FJ1059'OF THE GROUND, AND THE DISK IS STAMPED YUKON NO 2 1902.
 FJ1059'
 FJ1059'REFERENCE MARK NO. 3 IS AT THE SOUTH EDGE OF THE CULTIVATED
 FJ1059'FIELD, 33 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 FJ1059'ROAD, 1 FOOT NORTH OF A FENCE, PROJECTS 1 INCH, AND THE
 FJ1059'DISK IS STAMPED YUKON NO 3 1902.
 FJ1059'
 FJ1059'THE AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER
 FJ1059'OF A GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST, 2 FEET
 FJ1059'NORTHEAST OF A FENCE CORNER-POST, PROJECTS 2 INCHES, AND
 FJ1059'THE DISK IS STAMPED YUKON 1902.
 FJ1059'
 FJ1059'OBSERVATIONS MADE FROM 64 FOOT TOWER.
 FJ1059
 FJ1059                          STATION RECOVERY (1957)
 FJ1059
 FJ1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 FJ1059'STATION WAS RECOVERED AS DESCRIBED IN 1955 BY NORMAN E. TAYLOR.
 FJ1059'ADDITIONAL MEASUREMENTS WERE MADE TO ALL THE MARKS AND ARE
 FJ1059'AS FOLLOWS- STATION MARK IS 658 FEET NORTH OF THE CENTER
 FJ1059'OF AN EAST-WEST ROAD, 626 FEET NORTH OF A RIGHT-OF-WAY FENCE,
 FJ1059'599 FEET NORTH OF A PROPERTY LINE FENCE AND 487 FEET NORTH
 FJ1059'OF A PROPERTY LINE FENCE, IN SECTION 29, T11N, R5W.
 FJ1059'
 FJ1059'REFERENCE MARK 2 IS 642 FEET NORTH OF THE CENTER OF THE
 FJ1059'EAST-WEST ROAD, 608 FEET NORTH OF A RIGHT-OF-WAY FENCE AND
 FJ1059'587 FEET NORTH OF A FENCE CORNER.
 FJ1059'
 FJ1059'REFERENCE MARK 3 IS 499 FEET NORTHWEST OF A FENCE CORNER,
 FJ1059'172 FEET EAST OF A GATE, 33 FEET NORTH OF THE CENTER OF
 FJ1059'THE EAST-WEST ROAD, 26 FEET SOUTH OF A PROPERTY LINE FENCE,
 FJ1059'2 FEET NORTH OF A WITNESS POST AND 1 FOOT NORTH OF THE
 FJ1059'RIGHT-OF-WAY FENCE.
 FJ1059'
 FJ1059'AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 FJ1059'ROAD, 72 FEET NORTH OF A POWERLINE POLE AND 1 FOOT NORTHEAST
 FJ1059'OF A FENCE CORNER, A WITNESS POST WAS SET 1 FOOT WEST OF
 FJ1059'THE MARK.
 FJ1059
 FJ1059                          STATION RECOVERY (1968)
 FJ1059
 FJ1059'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1968 (JPA)
 FJ1059'YUKON 1902, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1059'
 FJ1059'YUKON NO. 2 1902, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1059'
 FJ1059'YUKON NO. 3 1902, RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1059'
 FJ1059'YUKON 1902, AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FJ1059
 FJ1059                          STATION RECOVERY (1981)
 FJ1059
 FJ1059'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FJ1059'FOUND STATION MARK IN GOOD CONDITION (24 INCHES DEEP).
 FJ1059'
 FJ1059'FOUND AZIMUTH MARK, REFERENCE MARK NO. 2 (0.9 FEET DEEP) AND
 FJ1059'REFERENCE MARK NO. 3 (0.3 FEET DEEP) IN GOOD CONDITION AS DESCRIBED.
 FJ1059
 FJ1059                          STATION RECOVERY (1983)
 FJ1059
 FJ1059'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1983 (JRP)
 FJ1059'YUKON 1902 RECOVERED IN GOOD CONDITION.  (UNDERGROUND MARK).
 FJ1059'
 FJ1059'YUKON NO. 2 AND NO. 3 RECOVERED IN GOOD CONDITION.
 FJ1059'
 FJ1059'RECOVERED IN GOOD CONDITION, AZIMUTH MARK.
 FJ1059'
 FJ1059'AZIMUTH MARK HAS BEEN HIT BY MACHINERY, CONCRETE POST IS SOLID,
 FJ1059'BUT THE CAP IS NO LONGER IN PLACE.
 FJ1059'
 FJ1059'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 2 MI. SOUTH OF
 FJ1059'YUKON ATOP A SMALL KNOLL IN A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0630 ***********************************************************************
 FJ0630  DESIGNATION -  YY 114
 FJ0630  PID         -  FJ0630
 FJ0630  STATE/COUNTY-  OK/KINGFISHER
 FJ0630  COUNTRY     -  US
 FJ0630  USGS QUAD   -  KINGFISHER (2018)
 FJ0630
 FJ0630                         *CURRENT SURVEY CONTROL
 FJ0630  ______________________________________________________________________
 FJ0630* NAD 83(1986) POSITION- 35 51 19.     (N) 097 58 21.     (W)   SCALED
 FJ0630* NAVD 88 ORTHO HEIGHT -   322.427 (meters)     1057.83  (feet) ADJUSTED
 FJ0630  ______________________________________________________________________
 FJ0630  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 FJ0630  DYNAMIC HEIGHT  -        322.133 (meters)     1056.86  (feet) COMP
 FJ0630  MODELED GRAVITY -    979,710.3   (mgal)                       NAVD 88
 FJ0630
 FJ0630  VERT ORDER      -  FIRST     CLASS II
 FJ0630
 FJ0630.The horizontal coordinates were scaled from a map and have
 FJ0630.an estimated accuracy of +/- 6 seconds.
 FJ0630
 FJ0630.The orthometric height was determined by differential leveling and
 FJ0630.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0630.in June 1991.
 FJ0630
 FJ0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0630.GEOID18 height accuracy estimate available here.
 FJ0630
 FJ0630.Click photographs - Photos may exist for this station.
 FJ0630
 FJ0630.The dynamic height is computed by dividing the NAVD 88
 FJ0630.geopotential number by the normal gravity value computed on the
 FJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0630.degrees latitude (g = 980.6199 gals.).
 FJ0630
 FJ0630.The modeled gravity was interpolated from observed gravity values.
 FJ0630
 FJ0630;                    North         East    Units  Estimated Accuracy
 FJ0630;SPC OK N     -    94,900.      602,480.      MT  (+/- 180 meters Scaled)
 FJ0630
 FJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE927683(NAD 83)
 FJ0630
 FJ0630                          SUPERSEDED SURVEY CONTROL
 FJ0630
 FJ0630  NGVD 29 (??/??/92)  322.299  (m)         1057.41   (f) ADJ UNCH    1 2
 FJ0630
 FJ0630.Superseded values are not recommended for survey control.
 FJ0630
 FJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0630.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0630
 FJ0630_MARKER: DB = BENCH MARK DISK
 FJ0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0630_SP_SET: BRIDGE WINGWALL
 FJ0630_STAMPING: YY 114 1935
 FJ0630_MARK LOGO: CGS
 FJ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0630
 FJ0630  HISTORY     - Date     Condition        Report By
 FJ0630  HISTORY     - 1935     MONUMENTED       CGS
 FJ0630  HISTORY     - 1953     GOOD             CGS
 FJ0630  HISTORY     - 20210720 MARK NOT FOUND   OKDOT
 FJ0630
 FJ0630                          STATION DESCRIPTION
 FJ0630
 FJ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0630'2.3 MI W FROM KINGFISHER.
 FJ0630'2.3 MILES WEST ALONG STATE HIGHWAY 33 FROM ITS JUNCTION WITH
 FJ0630'U.S. HIGHWAY 81 AT KINGFISHER, 16 FEET NORTH OF THE CENTER LINE
 FJ0630'OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE NORTHEAST
 FJ0630'WINGWALL OF A BRIDGE OVER A CREEK.
 FJ0630
 FJ0630                          STATION RECOVERY (2021)
 FJ0630
 FJ0630'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FJ0630'ORIGINAL BRIDGE THE MARK WAS SET IN HAS SINCE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0050 ***********************************************************************
 DN0050  DESIGNATION -  YY 61
 DN0050  PID         -  DN0050
 DN0050  STATE/COUNTY-  OK/BRYAN
 DN0050  COUNTRY     -  US
 DN0050  USGS QUAD   -  BLUE (2018)
 DN0050
 DN0050                         *CURRENT SURVEY CONTROL
 DN0050  ______________________________________________________________________
 DN0050* NAD 83(1986) POSITION- 33 59 00.     (N) 096 14 29.     (W)   SCALED
 DN0050* NAVD 88 ORTHO HEIGHT -   172.338 (meters)      565.41  (feet) ADJUSTED
 DN0050  ______________________________________________________________________
 DN0050  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 DN0050  DYNAMIC HEIGHT  -        172.161 (meters)      564.83  (feet) COMP
 DN0050  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 DN0050
 DN0050  VERT ORDER      -  FIRST     CLASS II
 DN0050
 DN0050.The horizontal coordinates were scaled from a map and have
 DN0050.an estimated accuracy of +/- 6 seconds.
 DN0050
 DN0050.The orthometric height was determined by differential leveling and
 DN0050.adjusted by the NATIONAL GEODETIC SURVEY
 DN0050.in June 1991.
 DN0050
 DN0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0050.GEOID18 height accuracy estimate available here.
 DN0050
 DN0050.Click photographs - Photos may exist for this station.
 DN0050
 DN0050.The dynamic height is computed by dividing the NAVD 88
 DN0050.geopotential number by the normal gravity value computed on the
 DN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0050.degrees latitude (g = 980.6199 gals.).
 DN0050
 DN0050.The modeled gravity was interpolated from observed gravity values.
 DN0050
 DN0050;                    North         East    Units  Estimated Accuracy
 DN0050;SPC OK S     -    73,520.      762,490.      MT  (+/- 180 meters Scaled)
 DN0050
 DN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC548637(NAD 83)
 DN0050
 DN0050                          SUPERSEDED SURVEY CONTROL
 DN0050
 DN0050  NGVD 29 (??/??/92)  172.278  (m)          565.22   (f) ADJ UNCH    1 2
 DN0050
 DN0050.Superseded values are not recommended for survey control.
 DN0050
 DN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0050.See file dsdata.pdf to determine how the superseded data were derived.
 DN0050
 DN0050_MARKER: DD = SURVEY DISK
 DN0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0050_STAMPING: YY 61 1934
 DN0050_MARK LOGO: CGS
 DN0050_MAGNETIC: P = MARKER IS A STEEL PIPE
 DN0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0050
 DN0050  HISTORY     - Date     Condition        Report By
 DN0050  HISTORY     - 1934     MONUMENTED       CGS
 DN0050  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0050
 DN0050                          STATION DESCRIPTION
 DN0050
 DN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0050'1.6 MILES WEST OF BLUE ST. L. AND S.F. RR DEPOT.  ON U. S. HIGHWAY 70.
 DN0050'40 FEET NORTH OF THE CENTERLINE OF THE ROAD.  300 FEET SOUTH OF A
 DN0050'HOUSE.  IN A FENCE LINE.  1/2 MILE SOUTH OF ST. LOUIS AND SAN
 DN0050'FRANCISCO RR..
 DN0050
 DN0050                          STATION RECOVERY (1986)
 DN0050
 DN0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0051 ***********************************************************************
 DN0051  DESIGNATION -  YYY 61
 DN0051  PID         -  DN0051
 DN0051  STATE/COUNTY-  OK/BRYAN
 DN0051  COUNTRY     -  US
 DN0051  USGS QUAD   -  BLUE (2018)
 DN0051
 DN0051                         *CURRENT SURVEY CONTROL
 DN0051  ______________________________________________________________________
 DN0051* NAD 83(1986) POSITION- 33 59 00.     (N) 096 14 03.     (W)   SCALED
 DN0051* NAVD 88 ORTHO HEIGHT -   170.826 (meters)      560.45  (feet) ADJUSTED
 DN0051  ______________________________________________________________________
 DN0051  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 DN0051  DYNAMIC HEIGHT  -        170.651 (meters)      559.88  (feet) COMP
 DN0051  MODELED GRAVITY -    979,607.0   (mgal)                       NAVD 88
 DN0051
 DN0051  VERT ORDER      -  FIRST     CLASS II
 DN0051
 DN0051.The horizontal coordinates were scaled from a map and have
 DN0051.an estimated accuracy of +/- 6 seconds.
 DN0051
 DN0051.The orthometric height was determined by differential leveling and
 DN0051.adjusted by the NATIONAL GEODETIC SURVEY
 DN0051.in June 1991.
 DN0051
 DN0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0051.GEOID18 height accuracy estimate available here.
 DN0051
 DN0051.Click photographs - Photos may exist for this station.
 DN0051
 DN0051.The dynamic height is computed by dividing the NAVD 88
 DN0051.geopotential number by the normal gravity value computed on the
 DN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0051.degrees latitude (g = 980.6199 gals.).
 DN0051
 DN0051.The modeled gravity was interpolated from observed gravity values.
 DN0051
 DN0051;                    North         East    Units  Estimated Accuracy
 DN0051;SPC OK S     -    73,530.      763,160.      MT  (+/- 180 meters Scaled)
 DN0051
 DN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC555637(NAD 83)
 DN0051
 DN0051                          SUPERSEDED SURVEY CONTROL
 DN0051
 DN0051  NGVD 29 (??/??/92)  170.766  (m)          560.25   (f) ADJ UNCH    1 2
 DN0051
 DN0051.Superseded values are not recommended for survey control.
 DN0051
 DN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0051.See file dsdata.pdf to determine how the superseded data were derived.
 DN0051
 DN0051_MARKER: DB = BENCH MARK DISK
 DN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0051_STAMPING: YYY 61 1934
 DN0051_MARK LOGO: CGS
 DN0051_PROJECTION: FLUSH
 DN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0051+STABILITY: SURFACE MOTION
 DN0051
 DN0051  HISTORY     - Date     Condition        Report By
 DN0051  HISTORY     - 1934     MONUMENTED       CGS
 DN0051  HISTORY     - 1944     MARK NOT FOUND   SLSFRR
 DN0051  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0051
 DN0051                          STATION DESCRIPTION
 DN0051
 DN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0051'1.2 MI W FROM BLUE.
 DN0051'1.2 MILES WEST OF BLUE ST. L. AND S.F. RR DEPOT.  AT CURVE IN U. S.
 DN0051'HIGHWAY 70.  1/2 MILE SOUTH OF ST. LOUIS AND SAN FRANCISCO RR TRACK.
 DN0051'OKLA.  GAS AND ELECTRIC TURN POLE NUMBER 9.  130 FEET SOUTHEAST OF THE
 DN0051'CENTERLINE OF THE ROAD.  LEVEL WITH THE GROUND.
 DN0051
 DN0051                          STATION RECOVERY (1944)
 DN0051
 DN0051'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DN0051'MARK NOT FOUND.
 DN0051
 DN0051                          STATION RECOVERY (1986)
 DN0051
 DN0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0486 ***********************************************************************
 EK0486  DESIGNATION -  Z 100
 EK0486  PID         -  EK0486
 EK0486  STATE/COUNTY-  OK/PUSHMATAHA
 EK0486  COUNTRY     -  US
 EK0486  USGS QUAD   -  CLOUDY (2019)
 EK0486
 EK0486                         *CURRENT SURVEY CONTROL
 EK0486  ______________________________________________________________________
 EK0486* NAD 83(1986) POSITION- 34 17 25.     (N) 095 18 41.     (W)   SCALED
 EK0486* NAVD 88 ORTHO HEIGHT -   190.268 (meters)      624.24  (feet) ADJUSTED
 EK0486  ______________________________________________________________________
 EK0486  GEOID HEIGHT    -        -30.746 (meters)                     GEOID18
 EK0486  DYNAMIC HEIGHT  -        190.057 (meters)      623.55  (feet) COMP
 EK0486  MODELED GRAVITY -    979,526.7   (mgal)                       NAVD 88
 EK0486
 EK0486  VERT ORDER      -  SECOND    CLASS 0
 EK0486
 EK0486.The horizontal coordinates were scaled from a map and have
 EK0486.an estimated accuracy of +/- 6 seconds.
 EK0486
 EK0486.The orthometric height was determined by differential leveling and
 EK0486.adjusted by the NATIONAL GEODETIC SURVEY
 EK0486.in June 1991.
 EK0486
 EK0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0486.GEOID18 height accuracy estimate available here.
 EK0486
 EK0486.Click photographs - Photos may exist for this station.
 EK0486
 EK0486.The dynamic height is computed by dividing the NAVD 88
 EK0486.geopotential number by the normal gravity value computed on the
 EK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0486.degrees latitude (g = 980.6199 gals.).
 EK0486
 EK0486.The modeled gravity was interpolated from observed gravity values.
 EK0486
 EK0486;                    North         East    Units  Estimated Accuracy
 EK0486;SPC OK S     -   109,440.      847,500.      MT  (+/- 180 meters Scaled)
 EK0486
 EK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT872967(NAD 83)
 EK0486
 EK0486                          SUPERSEDED SURVEY CONTROL
 EK0486
 EK0486  NGVD 29 (??/??/92)  190.189  (m)          623.98   (f) ADJ UNCH    2 0
 EK0486
 EK0486.Superseded values are not recommended for survey control.
 EK0486
 EK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0486.See file dsdata.pdf to determine how the superseded data were derived.
 EK0486
 EK0486_MARKER: DB = BENCH MARK DISK
 EK0486_SETTING: 66 = SET IN ROCK OUTCROP
 EK0486_STAMPING: Z 100 1960
 EK0486_MARK LOGO: CGS
 EK0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0486+STABILITY: POSITION/ELEVATION WELL
 EK0486
 EK0486  HISTORY     - Date     Condition        Report By
 EK0486  HISTORY     - 1960     MONUMENTED       CGS
 EK0486
 EK0486                          STATION DESCRIPTION
 EK0486
 EK0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0486'2 MI SW FROM CLOUDY.
 EK0486'ABOUT 2.05 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE POST
 EK0486'OFFICE AT CLOUDY, IN SECTION 16, R 19 E, T 3 S, SET IN THE TOP
 EK0486'OF A ROCK OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 32 FEET
 EK0486'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 98 FEET NORTHEAST OF
 EK0486'THE NORTHEAST END OF A CONCRETE CULVERT, 2 1/2 FEET NORTHWEST
 EK0486'OF A FENCE, AND ABOUT 3 FEET ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0167 ***********************************************************************
 GJ0167  DESIGNATION -  Z 103
 GJ0167  PID         -  GJ0167
 GJ0167  STATE/COUNTY-  OK/WOODS
 GJ0167  COUNTRY     -  US
 GJ0167  USGS QUAD   -  AVARD (2018)
 GJ0167
 GJ0167                         *CURRENT SURVEY CONTROL
 GJ0167  ______________________________________________________________________
 GJ0167* NAD 83(1986) POSITION- 36 44 26.     (N) 098 45 19.     (W)   SCALED
 GJ0167* NAVD 88 ORTHO HEIGHT -   454.718 (meters)     1491.85  (feet) ADJUSTED
 GJ0167  ______________________________________________________________________
 GJ0167  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 GJ0167  DYNAMIC HEIGHT  -        454.309 (meters)     1490.51  (feet) COMP
 GJ0167  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 GJ0167
 GJ0167  VERT ORDER      -  SECOND    CLASS 0
 GJ0167
 GJ0167.The horizontal coordinates were scaled from a map and have
 GJ0167.an estimated accuracy of +/- 6 seconds.
 GJ0167
 GJ0167.The orthometric height was determined by differential leveling and
 GJ0167.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0167.in June 1991.
 GJ0167
 GJ0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0167.GEOID18 height accuracy estimate available here.
 GJ0167
 GJ0167.Click photographs - Photos may exist for this station.
 GJ0167
 GJ0167.The dynamic height is computed by dividing the NAVD 88
 GJ0167.geopotential number by the normal gravity value computed on the
 GJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0167.degrees latitude (g = 980.6199 gals.).
 GJ0167
 GJ0167.The modeled gravity was interpolated from observed gravity values.
 GJ0167
 GJ0167;                    North         East    Units  Estimated Accuracy
 GJ0167;SPC OK N     -   193,390.      532,550.      MT  (+/- 180 meters Scaled)
 GJ0167
 GJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF218661(NAD 83)
 GJ0167
 GJ0167                          SUPERSEDED SURVEY CONTROL
 GJ0167
 GJ0167  NGVD 29 (??/??/92)  454.521  (m)         1491.21   (f) ADJ UNCH    2 0
 GJ0167
 GJ0167.Superseded values are not recommended for survey control.
 GJ0167
 GJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0167.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0167
 GJ0167_MARKER: DB = BENCH MARK DISK
 GJ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0167_STAMPING: Z 103 1934
 GJ0167_MARK LOGO: CGS
 GJ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0167+STABILITY: SURFACE MOTION
 GJ0167
 GJ0167  HISTORY     - Date     Condition        Report By
 GJ0167  HISTORY     - 1934     MONUMENTED       CGS
 GJ0167
 GJ0167                          STATION DESCRIPTION
 GJ0167
 GJ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0167'3.4 MI NE FROM AVARD.
 GJ0167'3.4 MILES NORTHEAST OF AVARD A.T. AND SF. RR. STATION 460
 GJ0167'FEET SOUTHWEST OF ATCHISON TOPEKA AND SANTA FE BRIDGE 332 A,
 GJ0167'65 FEET NORTHWEST OF NEAREST RAIL OF TRACK, 30 FEET EAST OF
 GJ0167'SECTION LINE ROAD, IN NORTHEAST SECTION CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0470 ***********************************************************************
 FK0470  DESIGNATION -  Z 104
 FK0470  PID         -  FK0470
 FK0470  STATE/COUNTY-  OK/ROGER MILLS
 FK0470  COUNTRY     -  US
 FK0470  USGS QUAD   -  CHEYENNE NW (2018)
 FK0470
 FK0470                         *CURRENT SURVEY CONTROL
 FK0470  ______________________________________________________________________
 FK0470* NAD 83(1986) POSITION- 35 44 25.     (N) 099 42 42.     (W)   SCALED
 FK0470* NAVD 88 ORTHO HEIGHT -   631.793 (meters)     2072.81  (feet) ADJUSTED
 FK0470  ______________________________________________________________________
 FK0470  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 FK0470  DYNAMIC HEIGHT  -        631.129 (meters)     2070.63  (feet) COMP
 FK0470  MODELED GRAVITY -    979,562.4   (mgal)                       NAVD 88
 FK0470
 FK0470  VERT ORDER      -  SECOND    CLASS 0
 FK0470
 FK0470.The horizontal coordinates were scaled from a map and have
 FK0470.an estimated accuracy of +/- 6 seconds.
 FK0470
 FK0470.The orthometric height was determined by differential leveling and
 FK0470.adjusted by the NATIONAL GEODETIC SURVEY
 FK0470.in June 1991.
 FK0470
 FK0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0470.GEOID18 height accuracy estimate available here.
 FK0470
 FK0470.Click photographs - Photos may exist for this station.
 FK0470
 FK0470.The dynamic height is computed by dividing the NAVD 88
 FK0470.geopotential number by the normal gravity value computed on the
 FK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0470.degrees latitude (g = 980.6199 gals.).
 FK0470
 FK0470.The modeled gravity was interpolated from observed gravity values.
 FK0470
 FK0470;                    North         East    Units  Estimated Accuracy
 FK0470;SPC OK N     -    83,500.      445,180.      MT  (+/- 180 meters Scaled)
 FK0470
 FK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME356553(NAD 83)
 FK0470
 FK0470                          SUPERSEDED SURVEY CONTROL
 FK0470
 FK0470  NGVD 29 (??/??/92)  631.499  (m)         2071.84   (f) ADJ UNCH    2 0
 FK0470
 FK0470.Superseded values are not recommended for survey control.
 FK0470
 FK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0470.See file dsdata.pdf to determine how the superseded data were derived.
 FK0470
 FK0470_MARKER: DB = BENCH MARK DISK
 FK0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0470_STAMPING: Z 104 1934
 FK0470_MARK LOGO: CGS
 FK0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0470+STABILITY: SURFACE MOTION
 FK0470
 FK0470  HISTORY     - Date     Condition        Report By
 FK0470  HISTORY     - 1934     MONUMENTED       CGS
 FK0470  HISTORY     - 19870506 MARK NOT FOUND   USPSQD
 FK0470
 FK0470                          STATION DESCRIPTION
 FK0470
 FK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0470'9.4 MI NW FROM CHEYENNE.
 FK0470'9.4 MILES NORTHWEST OF P. AND SF. RR. STATION AT CHEYENNE
 FK0470'78 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 283, 65 FEET WEST
 FK0470'OF WHERE HIGHWAY AND SECTION LINE ROAD FORK, 9 FEET NORTH OF SECTION
 FK0470'LINE FENCE CORNER.
 FK0470
 FK0470                          STATION RECOVERY (1987)
 FK0470
 FK0470'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0268 ***********************************************************************
 GJ0268  DESIGNATION -  Z 105
 GJ0268  PID         -  GJ0268
 GJ0268  STATE/COUNTY-  OK/WOODWARD
 GJ0268  COUNTRY     -  US
 GJ0268  USGS QUAD   -  WOODWARD (2018)
 GJ0268
 GJ0268                         *CURRENT SURVEY CONTROL
 GJ0268  ______________________________________________________________________
 GJ0268* NAD 83(1986) POSITION- 36 27 18.     (N) 099 26 34.     (W)   SCALED
 GJ0268* NAVD 88 ORTHO HEIGHT -   585.153 (meters)     1919.79  (feet) ADJUSTED
 GJ0268  ______________________________________________________________________
 GJ0268  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GJ0268  DYNAMIC HEIGHT  -        584.586 (meters)     1917.93  (feet) COMP
 GJ0268  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 GJ0268
 GJ0268  VERT ORDER      -  SECOND    CLASS 0
 GJ0268
 GJ0268.The horizontal coordinates were scaled from a map and have
 GJ0268.an estimated accuracy of +/- 6 seconds.
 GJ0268
 GJ0268.The orthometric height was determined by differential leveling and
 GJ0268.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0268.in June 1991.
 GJ0268
 GJ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0268.GEOID18 height accuracy estimate available here.
 GJ0268
 GJ0268.Click photographs - Photos may exist for this station.
 GJ0268
 GJ0268.The dynamic height is computed by dividing the NAVD 88
 GJ0268.geopotential number by the normal gravity value computed on the
 GJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0268.degrees latitude (g = 980.6199 gals.).
 GJ0268
 GJ0268.The modeled gravity was interpolated from observed gravity values.
 GJ0268
 GJ0268;                    North         East    Units  Estimated Accuracy
 GJ0268;SPC OK N     -   162,400.      470,680.      MT  (+/- 180 meters Scaled)
 GJ0268
 GJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF603345(NAD 83)
 GJ0268
 GJ0268                          SUPERSEDED SURVEY CONTROL
 GJ0268
 GJ0268  NGVD 29 (??/??/92)  584.894  (m)         1918.94   (f) ADJ UNCH    2 0
 GJ0268
 GJ0268.Superseded values are not recommended for survey control.
 GJ0268
 GJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0268.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0268
 GJ0268_MARKER: DB = BENCH MARK DISK
 GJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0268_STAMPING: Z 105 1934
 GJ0268_MARK LOGO: CGS
 GJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0268+STABILITY: SURFACE MOTION
 GJ0268
 GJ0268  HISTORY     - Date     Condition        Report By
 GJ0268  HISTORY     - 1934     MONUMENTED       CGS
 GJ0268
 GJ0268                          STATION DESCRIPTION
 GJ0268
 GJ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0268'3.4 MI NW FROM WOODWARD.
 GJ0268'3.4 MILES NORTHWEST OF A.T. AND S.F. RR. STATION AT WOODWARD
 GJ0268'42 FEET EAST OF CENTER LINE OF SECTION LINE ROAD, CROSSING
 GJ0268'TRACK.  39 FEET NORTH OF NEAREST RAIL OF MISSOURI KANSAS AND TEXAS
 GJ0268'RAILWAY TRACK.  3 FEET WEST OF MILE POLE 223.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0016 ***********************************************************************
 GK0016  DESIGNATION -  Z 106
 GK0016  PID         -  GK0016
 GK0016  STATE/COUNTY-  OK/BEAVER
 GK0016  COUNTRY     -  US
 GK0016  USGS QUAD   -  GATE (2018)
 GK0016
 GK0016                         *CURRENT SURVEY CONTROL
 GK0016  ______________________________________________________________________
 GK0016* NAD 83(1986) POSITION- 36 51 11.89   (N) 100 03 08.12   (W)   HD_HELD1
 GK0016* NAVD 88 ORTHO HEIGHT -   680.128 (meters)     2231.39  (feet) ADJUSTED
 GK0016  ______________________________________________________________________
 GK0016  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 GK0016  DYNAMIC HEIGHT  -        679.491 (meters)     2229.30  (feet) COMP
 GK0016  MODELED GRAVITY -    979,672.9   (mgal)                       NAVD 88
 GK0016
 GK0016  VERT ORDER      -  SECOND    CLASS 0
 GK0016
 GK0016.The horizontal coordinates were determined by differentially corrected
 GK0016.hand held GPS observations or other comparable positioning techniques
 GK0016.and have an estimated accuracy of +/- 3 meters.
 GK0016
 GK0016.The orthometric height was determined by differential leveling and
 GK0016.adjusted by the NATIONAL GEODETIC SURVEY
 GK0016.in June 1991.
 GK0016
 GK0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0016.GEOID18 height accuracy estimate available here.
 GK0016
 GK0016.Click photographs - Photos may exist for this station.
 GK0016
 GK0016.The dynamic height is computed by dividing the NAVD 88
 GK0016.geopotential number by the normal gravity value computed on the
 GK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0016.degrees latitude (g = 980.6199 gals.).
 GK0016
 GK0016.The modeled gravity was interpolated from observed gravity values.
 GK0016
 GK0016;                    North         East    Units  Estimated Accuracy
 GK0016;SPC OK N     -   207,572.0     416,985.5     MT  (+/- 3 meters HH1 GPS) 
 GK0016
 GK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0619379115(NAD 83)
 GK0016
 GK0016                          SUPERSEDED SURVEY CONTROL
 GK0016
 GK0016  NGVD 29 (??/??/92)  679.838  (m)         2230.44   (f) ADJ UNCH    2 0
 GK0016
 GK0016.Superseded values are not recommended for survey control.
 GK0016
 GK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0016.See file dsdata.pdf to determine how the superseded data were derived.
 GK0016
 GK0016_MARKER: DB = BENCH MARK DISK
 GK0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0016_SP_SET: CULVERT HEADWALL
 GK0016_STAMPING: Z 106 1934
 GK0016_MARK LOGO: CGS
 GK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0016+STABILITY: SURFACE MOTION
 GK0016
 GK0016  HISTORY     - Date     Condition        Report By
 GK0016  HISTORY     - 1934     MONUMENTED       CGS
 GK0016  HISTORY     - 1940     GOOD             MKTRR
 GK0016
 GK0016                          STATION DESCRIPTION
 GK0016
 GK0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0016'IN GATE.
 GK0016'AT GATE 285 FEET NORTH OF MISSOURI KANSAS AND TEXAS RAILWAY STATION.
 GK0016'165 FEET NORTHWEST OF MILE POLE 271.  90 FEET WEST OF NEAREST RAIL OF
 GK0016'MAIN TRACK, WHERE HIGHWAY CROSSES TRACK.  ON EAST END OF SOUTH
 GK0016'HEADWALL OF CONCRETE U.S. HIGHWAY 64 CULVERT.
 GK0016
 GK0016                          STATION RECOVERY (1940)
 GK0016
 GK0016'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1940
 GK0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0224 ***********************************************************************
 GK0224  DESIGNATION -  Z 107
 GK0224  PID         -  GK0224
 GK0224  STATE/COUNTY-  OK/BEAVER
 GK0224  COUNTRY     -  US
 GK0224  USGS QUAD   -  TURPIN EAST (2018)
 GK0224
 GK0224                         *CURRENT SURVEY CONTROL
 GK0224  ______________________________________________________________________
 GK0224* NAD 83(1986) POSITION- 36 52 14.     (N) 100 46 58.     (W)   SCALED
 GK0224* NAVD 88 ORTHO HEIGHT -   819.992 (meters)     2690.26  (feet) ADJUSTED
 GK0224  ______________________________________________________________________
 GK0224  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 GK0224  DYNAMIC HEIGHT  -        819.182 (meters)     2687.60  (feet) COMP
 GK0224  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 GK0224
 GK0224  VERT ORDER      -  SECOND    CLASS 0
 GK0224
 GK0224.The horizontal coordinates were scaled from a map and have
 GK0224.an estimated accuracy of +/- 6 seconds.
 GK0224
 GK0224.The orthometric height was determined by differential leveling and
 GK0224.adjusted by the NATIONAL GEODETIC SURVEY
 GK0224.in June 1991.
 GK0224
 GK0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0224.GEOID18 height accuracy estimate available here.
 GK0224
 GK0224.Click photographs - Photos may exist for this station.
 GK0224
 GK0224.The dynamic height is computed by dividing the NAVD 88
 GK0224.geopotential number by the normal gravity value computed on the
 GK0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0224.degrees latitude (g = 980.6199 gals.).
 GK0224
 GK0224.The modeled gravity was interpolated from observed gravity values.
 GK0224
 GK0224;                    North         East    Units  Estimated Accuracy
 GK0224;SPC OK N     -   211,110.      351,910.      MT  (+/- 180 meters Scaled)
 GK0224
 GK0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF410819(NAD 83)
 GK0224
 GK0224                          SUPERSEDED SURVEY CONTROL
 GK0224
 GK0224  NGVD 29 (??/??/92)  819.638  (m)         2689.10   (f) ADJ UNCH    2 0
 GK0224
 GK0224.Superseded values are not recommended for survey control.
 GK0224
 GK0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0224.See file dsdata.pdf to determine how the superseded data were derived.
 GK0224
 GK0224_MARKER: DB = BENCH MARK DISK
 GK0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0224_STAMPING: Z 107 1934
 GK0224_MARK LOGO: CGS
 GK0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0224+STABILITY: SURFACE MOTION
 GK0224
 GK0224  HISTORY     - Date     Condition        Report By
 GK0224  HISTORY     - 1934     MONUMENTED       CGS
 GK0224  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0224
 GK0224                          STATION DESCRIPTION
 GK0224
 GK0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0224'5.0 MI E FROM TURPIN.
 GK0224'5.0 MILES EAST OF HWY. CROSSING 0.3 MILE EAST TURPIN 80 FEET SOUTH OF
 GK0224'16TH. POST WEST OF MILEPOST 21, 48 FEET SOUTH OF NEAREST RAIL OF
 GK0224'BEAVER MEADE AND ENGLEWOOD RAILROAD TRACK, 40 FEET EAST OF SECTION
 GK0224'LINE ROAD.
 GK0224
 GK0224                          STATION RECOVERY (1973)
 GK0224
 GK0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0224'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0201 ***********************************************************************
 GJ0201  DESIGNATION -  Z 108
 GJ0201  PID         -  GJ0201
 GJ0201  STATE/COUNTY-  OK/WOODS
 GJ0201  COUNTRY     -  US
 GJ0201  USGS QUAD   -  SELMAN SE (2018)
 GJ0201
 GJ0201                         *CURRENT SURVEY CONTROL
 GJ0201  ______________________________________________________________________
 GJ0201* NAD 83(1986) POSITION- 36 48 17.     (N) 099 15 51.     (W)   SCALED
 GJ0201* NAVD 88 ORTHO HEIGHT -   482.682 (meters)     1583.60  (feet) ADJUSTED
 GJ0201  ______________________________________________________________________
 GJ0201  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 GJ0201  DYNAMIC HEIGHT  -        482.238 (meters)     1582.14  (feet) COMP
 GJ0201  MODELED GRAVITY -    979,696.8   (mgal)                       NAVD 88
 GJ0201
 GJ0201  VERT ORDER      -  SECOND    CLASS 0
 GJ0201
 GJ0201.The horizontal coordinates were scaled from a map and have
 GJ0201.an estimated accuracy of +/- 6 seconds.
 GJ0201
 GJ0201.The orthometric height was determined by differential leveling and
 GJ0201.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0201.in June 1991.
 GJ0201
 GJ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0201.GEOID18 height accuracy estimate available here.
 GJ0201
 GJ0201.Click photographs - Photos may exist for this station.
 GJ0201
 GJ0201.The dynamic height is computed by dividing the NAVD 88
 GJ0201.geopotential number by the normal gravity value computed on the
 GJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0201.degrees latitude (g = 980.6199 gals.).
 GJ0201
 GJ0201.The modeled gravity was interpolated from observed gravity values.
 GJ0201
 GJ0201;                    North         East    Units  Estimated Accuracy
 GJ0201;SPC OK N     -   200,980.      487,190.      MT  (+/- 180 meters Scaled)
 GJ0201
 GJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF764732(NAD 83)
 GJ0201
 GJ0201                          SUPERSEDED SURVEY CONTROL
 GJ0201
 GJ0201  NGVD 29 (??/??/92)  482.437  (m)         1582.80   (f) ADJ UNCH    2 0
 GJ0201
 GJ0201.Superseded values are not recommended for survey control.
 GJ0201
 GJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0201.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0201
 GJ0201_MARKER: DB = BENCH MARK DISK
 GJ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0201_STAMPING: Z 108 1934
 GJ0201_MARK LOGO: CGS
 GJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0201+STABILITY: SURFACE MOTION
 GJ0201
 GJ0201  HISTORY     - Date     Condition        Report By
 GJ0201  HISTORY     - 1934     MONUMENTED       CGS
 GJ0201
 GJ0201                          STATION DESCRIPTION
 GJ0201
 GJ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0201'9.2 MI NW FROM FREEDOM.
 GJ0201'9.2 MILES NORTHWEST OF A.T AND SF. RR. STATION AT FREEDOM 3.2
 GJ0201'MILES NORTHWEST OF EDITH, 0.4 MILE SOUTHWEST OF BLACKMON SALT
 GJ0201'CO., 100 FEET EAST OF 5TH. POST SOUTH OF MILEPOST 29, 35 FEET
 GJ0201'NORTHEAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 GJ0201'TRACK, 4 FEET SOUTHWEST OF RAILROAD RIGHT OF WAY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0222 ***********************************************************************
 GJ0222  DESIGNATION -  Z 109
 GJ0222  PID         -  GJ0222
 GJ0222  STATE/COUNTY-  OK/WOODS
 GJ0222  COUNTRY     -  US
 GJ0222  USGS QUAD   -  LOOKOUT (2018)
 GJ0222
 GJ0222                         *CURRENT SURVEY CONTROL
 GJ0222  ______________________________________________________________________
 GJ0222* NAD 83(1986) POSITION- 36 56 08.     (N) 099 15 31.     (W)   SCALED
 GJ0222* NAVD 88 ORTHO HEIGHT -   574.008 (meters)     1883.22  (feet) ADJUSTED
 GJ0222  ______________________________________________________________________
 GJ0222  GEOID HEIGHT    -        -28.106 (meters)                     GEOID18
 GJ0222  DYNAMIC HEIGHT  -        573.487 (meters)     1881.52  (feet) COMP
 GJ0222  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 GJ0222
 GJ0222  VERT ORDER      -  SECOND    CLASS 0
 GJ0222
 GJ0222.The horizontal coordinates were scaled from a map and have
 GJ0222.an estimated accuracy of +/- 6 seconds.
 GJ0222
 GJ0222.The orthometric height was determined by differential leveling and
 GJ0222.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0222.in June 1991.
 GJ0222
 GJ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0222.GEOID18 height accuracy estimate available here.
 GJ0222
 GJ0222.Click photographs - Photos may exist for this station.
 GJ0222
 GJ0222.The dynamic height is computed by dividing the NAVD 88
 GJ0222.geopotential number by the normal gravity value computed on the
 GJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0222.degrees latitude (g = 980.6199 gals.).
 GJ0222
 GJ0222.The modeled gravity was interpolated from observed gravity values.
 GJ0222
 GJ0222;                    North         East    Units  Estimated Accuracy
 GJ0222;SPC OK N     -   215,490.      487,870.      MT  (+/- 180 meters Scaled)
 GJ0222
 GJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF769877(NAD 83)
 GJ0222
 GJ0222                          SUPERSEDED SURVEY CONTROL
 GJ0222
 GJ0222  NGVD 29 (??/??/92)  573.754  (m)         1882.39   (f) ADJ UNCH    2 0
 GJ0222
 GJ0222.Superseded values are not recommended for survey control.
 GJ0222
 GJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0222.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0222
 GJ0222_MARKER: DB = BENCH MARK DISK
 GJ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0222_STAMPING: Z 109 1934
 GJ0222_MARK LOGO: CGS
 GJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0222+STABILITY: SURFACE MOTION
 GJ0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0222+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 GJ0222
 GJ0222  HISTORY     - Date     Condition        Report By
 GJ0222  HISTORY     - 1934     MONUMENTED       CGS
 GJ0222  HISTORY     - 20050609 GOOD             OKDOT
 GJ0222
 GJ0222                          STATION DESCRIPTION
 GJ0222
 GJ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0222'18.6 MI NW FROM FREEDOM.
 GJ0222'18.6 MILES NORTHWEST OF FREEDOM A.T. AND SF. RR. STATION 125
 GJ0222'FEET NORTHWEST OF SCHOOL HOUSE, 35 FEET EAST OF CENTER LINE
 GJ0222'OF HIGHWAY 50, 3 FEET WEST OF FENCE LINE.
 GJ0222
 GJ0222                          STATION RECOVERY (2005)
 GJ0222
 GJ0222'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2005 (DKW)
 GJ0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0025 ***********************************************************************
 GJ0025  DESIGNATION -  Z 110
 GJ0025  PID         -  GJ0025
 GJ0025  STATE/COUNTY-  OK/ALFALFA
 GJ0025  COUNTRY     -  US
 GJ0025  USGS QUAD   -  MANCHESTER NW (2018)
 GJ0025
 GJ0025                         *CURRENT SURVEY CONTROL
 GJ0025  ______________________________________________________________________
 GJ0025* NAD 83(1986) POSITION- 36 59 12.14   (N) 098 12 05.98   (W)   HD_HELD1
 GJ0025* NAVD 88 ORTHO HEIGHT -   373.070 (meters)     1223.98  (feet) ADJUSTED
 GJ0025  ______________________________________________________________________
 GJ0025  GEOID HEIGHT    -        -28.186 (meters)                     GEOID18
 GJ0025  DYNAMIC HEIGHT  -        372.756 (meters)     1222.95  (feet) COMP
 GJ0025  MODELED GRAVITY -    979,778.3   (mgal)                       NAVD 88
 GJ0025
 GJ0025  VERT ORDER      -  SECOND    CLASS 0
 GJ0025
 GJ0025.The horizontal coordinates were determined by differentially corrected
 GJ0025.hand held GPS observations or other comparable positioning techniques
 GJ0025.and have an estimated accuracy of +/- 3 meters.
 GJ0025
 GJ0025.The orthometric height was determined by differential leveling and
 GJ0025.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0025.in June 1991.
 GJ0025
 GJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0025.GEOID18 height accuracy estimate available here.
 GJ0025
 GJ0025.Click photographs - Photos may exist for this station.
 GJ0025
 GJ0025.The dynamic height is computed by dividing the NAVD 88
 GJ0025.geopotential number by the normal gravity value computed on the
 GJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0025.degrees latitude (g = 980.6199 gals.).
 GJ0025
 GJ0025.The modeled gravity was interpolated from observed gravity values.
 GJ0025
 GJ0025;                    North         East    Units  Estimated Accuracy
 GJ0025;SPC OK N     -   220,461.3     582,045.8     MT  (+/- 3 meters HH1 GPS) 
 GJ0025
 GJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF7104693695(NAD 83)
 GJ0025
 GJ0025                          SUPERSEDED SURVEY CONTROL
 GJ0025
 GJ0025  NGVD 29 (??/??/92)  372.939  (m)         1223.55   (f) ADJ UNCH    2 0
 GJ0025
 GJ0025.Superseded values are not recommended for survey control.
 GJ0025
 GJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0025
 GJ0025_MARKER: DB = BENCH MARK DISK
 GJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0025_STAMPING: Z 110 1934
 GJ0025_MARK LOGO: CGS
 GJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0025+STABILITY: SURFACE MOTION
 GJ0025
 GJ0025  HISTORY     - Date     Condition        Report By
 GJ0025  HISTORY     - 1934     MONUMENTED       CGS
 GJ0025  HISTORY     - 1966     GOOD             USGS
 GJ0025
 GJ0025                          STATION DESCRIPTION
 GJ0025
 GJ0025'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GJ0025'2.1 MI SW FROM WALDRON.
 GJ0025'WALDRON, KANSAS, 2.1 MILES SW OF, 335 FT NORTH, 26 FT WEST, AND
 GJ0025'SAME ELEV. AS T-RD NORTH, COR SEC 17, 18, 19, 20 T29N, R9W, 48 FT
 GJ0025'SE OF OLD RAILROAD FILL, 3 FT SOUTH OF METAL WITNESS SIGN, IN
 GJ0025'CONCRETE POST, STD C AND GS DISK, STAMPED Z 110 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0079 ***********************************************************************
 GJ0079  DESIGNATION -  Z 111
 GJ0079  PID         -  GJ0079
 GJ0079  STATE/COUNTY-  OK/MAJOR
 GJ0079  COUNTRY     -  US
 GJ0079  USGS QUAD   -  CLEO SPRINGS (2018)
 GJ0079
 GJ0079                         *CURRENT SURVEY CONTROL
 GJ0079  ______________________________________________________________________
 GJ0079* NAD 83(1986) POSITION- 36 24 20.25   (N) 098 27 56.51   (W)   HD_HELD1
 GJ0079* NAVD 88 ORTHO HEIGHT -   379.876 (meters)     1246.31  (feet) ADJUSTED
 GJ0079  ______________________________________________________________________
 GJ0079  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 GJ0079  DYNAMIC HEIGHT  -        379.538 (meters)     1245.20  (feet) COMP
 GJ0079  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 GJ0079
 GJ0079  VERT ORDER      -  SECOND    CLASS 0
 GJ0079
 GJ0079.The horizontal coordinates were determined by differentially corrected
 GJ0079.hand held GPS observations or other comparable positioning techniques
 GJ0079.and have an estimated accuracy of +/- 3 meters.
 GJ0079
 GJ0079.The orthometric height was determined by differential leveling and
 GJ0079.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0079.in June 1991.
 GJ0079
 GJ0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0079.GEOID18 height accuracy estimate available here.
 GJ0079
 GJ0079.Click photographs - Photos may exist for this station.
 GJ0079
 GJ0079.The dynamic height is computed by dividing the NAVD 88
 GJ0079.geopotential number by the normal gravity value computed on the
 GJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0079.degrees latitude (g = 980.6199 gals.).
 GJ0079
 GJ0079.The modeled gravity was interpolated from observed gravity values.
 GJ0079
 GJ0079;                    North         East    Units  Estimated Accuracy
 GJ0079;SPC OK N     -   156,059.7     558,229.2     MT  (+/- 3 meters HH1 GPS) 
 GJ0079
 GJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4790729072(NAD 83)
 GJ0079
 GJ0079                          SUPERSEDED SURVEY CONTROL
 GJ0079
 GJ0079  NGVD 29 (??/??/92)  379.714  (m)         1245.78   (f) ADJ UNCH    2 0
 GJ0079
 GJ0079.Superseded values are not recommended for survey control.
 GJ0079
 GJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0079.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0079
 GJ0079_MARKER: DB = BENCH MARK DISK
 GJ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0079_STAMPING: Z 111 1935
 GJ0079_MARK LOGO: CGS
 GJ0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 GJ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0079+STABILITY: SURFACE MOTION
 GJ0079
 GJ0079  HISTORY     - Date     Condition        Report By
 GJ0079  HISTORY     - 1935     MONUMENTED       CGS
 GJ0079  HISTORY     - 19960723 GOOD             OKDOT
 GJ0079
 GJ0079                          STATION DESCRIPTION
 GJ0079
 GJ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0079'3.2 MI NE FROM ORIENTA.
 GJ0079'3.2 MILES NE OF A.T. AND SF. RR. STATION AT ORIENTA 0.4 MILE
 GJ0079'NORTH OF MILEPOST 327, 95 FEET SOUTHWEST OF ATCHISON TOPEKA AND SANTA
 GJ0079'FE STATION AT WEST CLEO, 40 FEET NORTH OF CENTER LINE OF SECTION
 GJ0079'LINE ROAD, 30 FEET WEST OF NEAREST RAIL OF MAIN TRACK.
 GJ0079
 GJ0079                          STATION RECOVERY (1996)
 GJ0079
 GJ0079'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 GJ0079'FROM THE INTERSECTION OF MAIN STREET (SH 8) AND TEXAS STREET (E-W
 GJ0079'SECTION LINE ROAD) IN CLEO SPRINGS, GO WEST ON TEXAS STREET FOR 0.32
 GJ0079'KM (0.20 MI) TO WESTERN STREET (N-S SECTION LINE ROAD) .  CONTINUE
 GJ0079'WEST ON COUNTY ROAD FOR 1.91 KM (1.20 MI) TO AN ABANDONED ATCHISON,
 GJ0079'TOPEKA, AND SANTA FE RAILROAD BED CROSSING.  CONTINUE WEST FOR 10
 GJ0079'METERS (32.8 FT) AND THE MARK ON THE RIGHT.  IT IS 12.0 METERS (39.4
 GJ0079'FT) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 5.0 METERS (16.4 FT)
 GJ0079'EAST OF A FENCE CORNER POST, 1.0 METER (3.3 FT) SOUTH OF A STEEL
 GJ0079'WITNESS POST AND PROJECTS 0.3 METER (1.0 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0232 ***********************************************************************
 FK0232  DESIGNATION -  Z 112
 FK0232  PID         -  FK0232
 FK0232  STATE/COUNTY-  OK/CUSTER
 FK0232  COUNTRY     -  US
 FK0232  USGS QUAD   -  ROUGH CREEK (2018)
 FK0232
 FK0232                         *CURRENT SURVEY CONTROL
 FK0232  ______________________________________________________________________
 FK0232* NAD 83(1986) POSITION- 35 46 07.     (N) 098 45 37.     (W)   SCALED
 FK0232* NAVD 88 ORTHO HEIGHT -   539.270 (meters)     1769.26  (feet) ADJUSTED
 FK0232  ______________________________________________________________________
 FK0232  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 FK0232  DYNAMIC HEIGHT  -        538.745 (meters)     1767.53  (feet) COMP
 FK0232  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 FK0232
 FK0232  VERT ORDER      -  SECOND    CLASS 0
 FK0232
 FK0232.The horizontal coordinates were scaled from a map and have
 FK0232.an estimated accuracy of +/- 6 seconds.
 FK0232
 FK0232.The orthometric height was determined by differential leveling and
 FK0232.adjusted by the NATIONAL GEODETIC SURVEY
 FK0232.in June 1991.
 FK0232
 FK0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0232.GEOID18 height accuracy estimate available here.
 FK0232
 FK0232.Click photographs - Photos may exist for this station.
 FK0232
 FK0232.The dynamic height is computed by dividing the NAVD 88
 FK0232.geopotential number by the normal gravity value computed on the
 FK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0232.degrees latitude (g = 980.6199 gals.).
 FK0232
 FK0232.The modeled gravity was interpolated from observed gravity values.
 FK0232
 FK0232;                    North         East    Units  Estimated Accuracy
 FK0232;SPC OK N     -    85,550.      531,250.      MT  (+/- 180 meters Scaled)
 FK0232
 FK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE216583(NAD 83)
 FK0232
 FK0232                          SUPERSEDED SURVEY CONTROL
 FK0232
 FK0232  NGVD 29 (??/??/92)  539.060  (m)         1768.57   (f) ADJ UNCH    2 0
 FK0232
 FK0232.Superseded values are not recommended for survey control.
 FK0232
 FK0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0232.See file dsdata.pdf to determine how the superseded data were derived.
 FK0232
 FK0232_MARKER: DB = BENCH MARK DISK
 FK0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0232_STAMPING: Z 112 1935
 FK0232_MARK LOGO: CGS
 FK0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0232+STABILITY: SURFACE MOTION
 FK0232
 FK0232  HISTORY     - Date     Condition        Report By
 FK0232  HISTORY     - 1935     MONUMENTED       CGS
 FK0232  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0232
 FK0232                          STATION DESCRIPTION
 FK0232
 FK0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0232'1.9 MI N FROM THOMAS.
 FK0232'1.9 MILES NORTH OF HIGH SCHOOL AT THOMAS 0.33 MILE SOUTH OF
 FK0232'MILEPOST 377, 45 FEET SOUTH OF CENTER LINE OF SECTION LINE ROAD,
 FK0232'42 FEET EAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 FK0232'TRACK.
 FK0232
 FK0232                          STATION RECOVERY (1984)
 FK0232
 FK0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0128 ***********************************************************************
 GJ0128  DESIGNATION -  Z 113
 GJ0128  PID         -  GJ0128
 GJ0128  STATE/COUNTY-  OK/MAJOR
 GJ0128  COUNTRY     -  US
 GJ0128  USGS QUAD   -  TOGO (2018)
 GJ0128
 GJ0128                         *CURRENT SURVEY CONTROL
 GJ0128  ______________________________________________________________________
 GJ0128* NAD 83(1986) POSITION- 36 25 10.     (N) 098 47 01.     (W)   SCALED
 GJ0128* NAVD 88 ORTHO HEIGHT -   412.538 (meters)     1353.47  (feet) ADJUSTED
 GJ0128  ______________________________________________________________________
 GJ0128  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 GJ0128  DYNAMIC HEIGHT  -        412.160 (meters)     1352.23  (feet) COMP
 GJ0128  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 GJ0128
 GJ0128  VERT ORDER      -  SECOND    CLASS 0
 GJ0128
 GJ0128.The horizontal coordinates were scaled from a map and have
 GJ0128.an estimated accuracy of +/- 6 seconds.
 GJ0128
 GJ0128.The orthometric height was determined by differential leveling and
 GJ0128.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0128.in June 1991.
 GJ0128
 GJ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0128.GEOID18 height accuracy estimate available here.
 GJ0128
 GJ0128.Click photographs - Photos may exist for this station.
 GJ0128
 GJ0128.The dynamic height is computed by dividing the NAVD 88
 GJ0128.geopotential number by the normal gravity value computed on the
 GJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0128.degrees latitude (g = 980.6199 gals.).
 GJ0128
 GJ0128.The modeled gravity was interpolated from observed gravity values.
 GJ0128
 GJ0128;                    North         East    Units  Estimated Accuracy
 GJ0128;SPC OK N     -   157,780.      529,730.      MT  (+/- 180 meters Scaled)
 GJ0128
 GJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF193304(NAD 83)
 GJ0128
 GJ0128                          SUPERSEDED SURVEY CONTROL
 GJ0128
 GJ0128  NGVD 29 (??/??/92)  412.349  (m)         1352.85   (f) ADJ UNCH    2 0
 GJ0128
 GJ0128.Superseded values are not recommended for survey control.
 GJ0128
 GJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0128.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0128
 GJ0128_MARKER: DB = BENCH MARK DISK
 GJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0128_STAMPING: Z 113 1935
 GJ0128_MARK LOGO: CGS
 GJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0128+STABILITY: SURFACE MOTION
 GJ0128
 GJ0128  HISTORY     - Date     Condition        Report By
 GJ0128  HISTORY     - 1935     MONUMENTED       CGS
 GJ0128  HISTORY     - 1969     MARK NOT FOUND   USGS
 GJ0128
 GJ0128                          STATION DESCRIPTION
 GJ0128
 GJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GJ0128'15.4 MI SW FROM BELVA.
 GJ0128'15.4 MILES SOUTHEAST OF SANTA FE STATION AT BELVA 255 FEET
 GJ0128'WEST OF A STEEL BRIDGE OVER CREEK, 40 FEET SOUTH OF CENTER LINE
 GJ0128'OF STATE HIGHWAY 15.
 GJ0128
 GJ0128                          STATION RECOVERY (1969)
 GJ0128
 GJ0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 GJ0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0059 ***********************************************************************
 FK0059  DESIGNATION -  Z 114
 FK0059  PID         -  FK0059
 FK0059  STATE/COUNTY-  OK/KINGFISHER
 FK0059  COUNTRY     -  US
 FK0059  USGS QUAD   -  LOYAL SE (2018)
 FK0059
 FK0059                         *CURRENT SURVEY CONTROL
 FK0059  ______________________________________________________________________
 FK0059* NAD 83(1986) POSITION- 35 51 21.     (N) 098 00 45.     (W)   SCALED
 FK0059* NAVD 88 ORTHO HEIGHT -   326.760 (meters)     1072.05  (feet) ADJUSTED
 FK0059  ______________________________________________________________________
 FK0059  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 FK0059  DYNAMIC HEIGHT  -        326.461 (meters)     1071.06  (feet) COMP
 FK0059  MODELED GRAVITY -    979,710.9   (mgal)                       NAVD 88
 FK0059
 FK0059  VERT ORDER      -  SECOND    CLASS 0
 FK0059
 FK0059.The horizontal coordinates were scaled from a map and have
 FK0059.an estimated accuracy of +/- 6 seconds.
 FK0059
 FK0059.The orthometric height was determined by differential leveling and
 FK0059.adjusted by the NATIONAL GEODETIC SURVEY
 FK0059.in June 1991.
 FK0059
 FK0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0059.GEOID18 height accuracy estimate available here.
 FK0059
 FK0059.Click photographs - Photos may exist for this station.
 FK0059
 FK0059.The dynamic height is computed by dividing the NAVD 88
 FK0059.geopotential number by the normal gravity value computed on the
 FK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0059.degrees latitude (g = 980.6199 gals.).
 FK0059
 FK0059.The modeled gravity was interpolated from observed gravity values.
 FK0059
 FK0059;                    North         East    Units  Estimated Accuracy
 FK0059;SPC OK N     -    94,960.      598,870.      MT  (+/- 180 meters Scaled)
 FK0059
 FK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE891684(NAD 83)
 FK0059
 FK0059                          SUPERSEDED SURVEY CONTROL
 FK0059
 FK0059  NGVD 29 (??/??/92)  326.627  (m)         1071.61   (f) ADJ UNCH    2 0
 FK0059
 FK0059.Superseded values are not recommended for survey control.
 FK0059
 FK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0059.See file dsdata.pdf to determine how the superseded data were derived.
 FK0059
 FK0059_MARKER: DB = BENCH MARK DISK
 FK0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0059_SP_SET: CULVERT WINGWALL
 FK0059_STAMPING: Z 114 1935
 FK0059_MARK LOGO: CGS
 FK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0059+STABILITY: SURFACE MOTION
 FK0059
 FK0059  HISTORY     - Date     Condition        Report By
 FK0059  HISTORY     - 1935     MONUMENTED       CGS
 FK0059  HISTORY     - 20210720 MARK NOT FOUND   OKDOT
 FK0059
 FK0059                          STATION DESCRIPTION
 FK0059
 FK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FK0059'4.6 MI W FROM KINGFISHER.
 FK0059'4.6 MILES WEST OF CITY WATER PLANT AT KINGFISHER 55 FEET EAST
 FK0059'OF SECTION LINE ROAD, SET IN UPPER MOST PART OF EAST SLANTIN
 FK0059'WINGWALL OF LARGE CONCRETE CULVERT.
 FK0059
 FK0059                          STATION RECOVERY (2021)
 FK0059
 FK0059'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FK0059'ORIGINAL STRUCTURE THE MARK WAS SET IN HAS SINCE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0349 ***********************************************************************
 GH0349  DESIGNATION -  Z 130
 GH0349  PID         -  GH0349
 GH0349  STATE/COUNTY-  OK/NOBLE
 GH0349  COUNTRY     -  US
 GH0349  USGS QUAD   -  BLACK BEAR (2018)
 GH0349
 GH0349                         *CURRENT SURVEY CONTROL
 GH0349  ______________________________________________________________________
 GH0349* NAD 83(1986) POSITION- 36 20 24.     (N) 097 12 52.     (W)   SCALED
 GH0349* NAVD 88 ORTHO HEIGHT -   288.592 (meters)      946.82  (feet) ADJUSTED
 GH0349  ______________________________________________________________________
 GH0349  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 GH0349  DYNAMIC HEIGHT  -        288.336 (meters)      945.98  (feet) COMP
 GH0349  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 GH0349
 GH0349  VERT ORDER      -  SECOND    CLASS 0
 GH0349
 GH0349.The horizontal coordinates were scaled from a map and have
 GH0349.an estimated accuracy of +/- 6 seconds.
 GH0349
 GH0349.The orthometric height was determined by differential leveling and
 GH0349.adjusted by the NATIONAL GEODETIC SURVEY
 GH0349.in June 1991.
 GH0349
 GH0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0349.GEOID18 height accuracy estimate available here.
 GH0349
 GH0349.Click photographs - Photos may exist for this station.
 GH0349
 GH0349.The dynamic height is computed by dividing the NAVD 88
 GH0349.geopotential number by the normal gravity value computed on the
 GH0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0349.degrees latitude (g = 980.6199 gals.).
 GH0349
 GH0349.The modeled gravity was interpolated from observed gravity values.
 GH0349
 GH0349;                    North         East    Units  Estimated Accuracy
 GH0349;SPC OK N     -   148,960.      670,520.      MT  (+/- 180 meters Scaled)
 GH0349
 GH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF602231(NAD 83)
 GH0349
 GH0349                          SUPERSEDED SURVEY CONTROL
 GH0349
 GH0349  NGVD 29 (??/??/92)  288.467  (m)          946.41   (f) ADJ UNCH    2 0
 GH0349
 GH0349.Superseded values are not recommended for survey control.
 GH0349
 GH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0349.See file dsdata.pdf to determine how the superseded data were derived.
 GH0349
 GH0349_MARKER: DB = BENCH MARK DISK
 GH0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0349_SP_SET: CONCRETE FOUNDATION
 GH0349_STAMPING: Z 130 1934
 GH0349_MARK LOGO: CGS
 GH0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0349
 GH0349  HISTORY     - Date     Condition        Report By
 GH0349  HISTORY     - 1934     MONUMENTED       CGS
 GH0349  HISTORY     - 1972     MARK NOT FOUND   USGS
 GH0349
 GH0349                          STATION DESCRIPTION
 GH0349
 GH0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0349'3 MI S FROM BLACK BEAR.
 GH0349'.3 MILES SOUTH OF, ALONG A.T. AND S.F.RY. FROM STATION.  ABOUT
 GH0349'5.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0349'RAILWAY FROM THE STATION AT PERRY, NOBLE COUNTY, ABOUT 0.3 MILE
 GH0349'SOUTHWEST OF THE STATION AT BLACK BEAR, ABOUT 0.3 MILE SOUTHWEST
 GH0349'OF MILEPOST 316, AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO
 GH0349'RAILWAY, 27.5 FEET SOUTH OF THE INTERSECTION OF THE CENTER LINES,
 GH0349'21.2 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK OF THE
 GH0349'ATCHISON, TOPEKA AND SANTA FE RAILWAY, AND IN THE TOP OF THE
 GH0349'WEST CORNER OF A 9- BY 12-FOOT CONCRETE FOUNDATION.  A STANDARD
 GH0349'DISK, STAMPED Z 130 1934.  6.6 MILES NE OF PERRY.
 GH0349
 GH0349                          STATION RECOVERY (1972)
 GH0349
 GH0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GH0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0011 ***********************************************************************
 GH0011  DESIGNATION -  Z 132
 GH0011  PID         -  GH0011
 GH0011  STATE/COUNTY-  OK/OSAGE
 GH0011  COUNTRY     -  US
 GH0011  USGS QUAD   -  PAWHUSKA (2018)
 GH0011
 GH0011                         *CURRENT SURVEY CONTROL
 GH0011  ______________________________________________________________________
 GH0011* NAD 83(1986) POSITION- 36 40 18.     (N) 096 21 02.     (W)   SCALED
 GH0011* NAVD 88 ORTHO HEIGHT -   251.786 (meters)      826.07  (feet) ADJUSTED
 GH0011  ______________________________________________________________________
 GH0011  GEOID HEIGHT    -        -28.415 (meters)                     GEOID18
 GH0011  DYNAMIC HEIGHT  -        251.580 (meters)      825.39  (feet) COMP
 GH0011  MODELED GRAVITY -    979,808.2   (mgal)                       NAVD 88
 GH0011
 GH0011  VERT ORDER      -  SECOND    CLASS 0
 GH0011
 GH0011.The horizontal coordinates were scaled from a map and have
 GH0011.an estimated accuracy of +/- 6 seconds.
 GH0011
 GH0011.The orthometric height was determined by differential leveling and
 GH0011.adjusted by the NATIONAL GEODETIC SURVEY
 GH0011.in June 1991.
 GH0011
 GH0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0011.GEOID18 height accuracy estimate available here.
 GH0011
 GH0011.Click photographs - Photos may exist for this station.
 GH0011
 GH0011.The dynamic height is computed by dividing the NAVD 88
 GH0011.geopotential number by the normal gravity value computed on the
 GH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0011.degrees latitude (g = 980.6199 gals.).
 GH0011
 GH0011.The modeled gravity was interpolated from observed gravity values.
 GH0011
 GH0011;                    North         East    Units  Estimated Accuracy
 GH0011;SPC OK N     -   186,730.      747,440.      MT  (+/- 180 meters Scaled)
 GH0011
 GH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF367617(NAD 83)
 GH0011
 GH0011                          SUPERSEDED SURVEY CONTROL
 GH0011
 GH0011  NGVD 29 (??/??/92)  251.672  (m)          825.69   (f) ADJ UNCH    2 0
 GH0011
 GH0011.Superseded values are not recommended for survey control.
 GH0011
 GH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0011.See file dsdata.pdf to determine how the superseded data were derived.
 GH0011
 GH0011_MARKER: DB = BENCH MARK DISK
 GH0011_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0011_STAMPING: 825.687 Z 132 1934
 GH0011_MARK LOGO: CGS
 GH0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0011
 GH0011  HISTORY     - Date     Condition        Report By
 GH0011  HISTORY     - 1934     MONUMENTED       CGS
 GH0011
 GH0011                          STATION DESCRIPTION
 GH0011
 GH0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0011'1.1 MI N FROM PAWHUSKA.
 GH0011'1.1 MILES NORTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 GH0011'STATION AT PAWHUSKA, OSAGE COUNTY, 0.25 MILE SOUTHEAST OF MILEPOST
 GH0011'202, 140 FEET SOUTHEAST OF A DIRT-ROAD CROSSING, 140 FEET SOUTHEAST
 GH0011'OF THE OFFICE BUILDING OF THE UNITED CLAY PRODUCTS CORP. PLANT
 GH0011'NO. 22, 25.4 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 GH0011'AND 4.5 FEET SOUTHWEST OF TELEPHONE POLE HL 23.  A STANDARD
 GH0011'DISK, STAMPED 825.687 Z 132 1934 AND SET IN THE TOP OF A CONCRETE
 GH0011'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0118 ***********************************************************************
 GH0118  DESIGNATION -  Z 133
 GH0118  PID         -  GH0118
 GH0118  STATE/COUNTY-  OK/OSAGE
 GH0118  COUNTRY     -  US
 GH0118  USGS QUAD   -  AVANT SE (2018)
 GH0118
 GH0118                         *CURRENT SURVEY CONTROL
 GH0118  ______________________________________________________________________
 GH0118* NAD 83(1986) POSITION- 36 20 35.71   (N) 096 00 20.73   (W)   HD_HELD1
 GH0118* NAVD 88 ORTHO HEIGHT -   195.349 (meters)      640.91  (feet) ADJUSTED
 GH0118  ______________________________________________________________________
 GH0118  GEOID HEIGHT    -        -28.835 (meters)                     GEOID18
 GH0118  DYNAMIC HEIGHT  -        195.183 (meters)      640.36  (feet) COMP
 GH0118  MODELED GRAVITY -    979,774.9   (mgal)                       NAVD 88
 GH0118
 GH0118  VERT ORDER      -  SECOND    CLASS 0
 GH0118
 GH0118.The horizontal coordinates were determined by differentially corrected
 GH0118.hand held GPS observations or other comparable positioning techniques
 GH0118.and have an estimated accuracy of +/- 3 meters.
 GH0118
 GH0118.The orthometric height was determined by differential leveling and
 GH0118.adjusted by the NATIONAL GEODETIC SURVEY
 GH0118.in June 1991.
 GH0118
 GH0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0118.GEOID18 height accuracy estimate available here.
 GH0118
 GH0118.Click photographs - Photos may exist for this station.
 GH0118
 GH0118.The dynamic height is computed by dividing the NAVD 88
 GH0118.geopotential number by the normal gravity value computed on the
 GH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0118.degrees latitude (g = 980.6199 gals.).
 GH0118
 GH0118.The modeled gravity was interpolated from observed gravity values.
 GH0118
 GH0118;                    North         East    Units  Estimated Accuracy
 GH0118;SPC OK N     -   150,877.1     779,004.2     MT  (+/- 3 meters HH1 GPS) 
 GH0118
 GH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF6872626184(NAD 83)
 GH0118
 GH0118                          SUPERSEDED SURVEY CONTROL
 GH0118
 GH0118  NGVD 29 (??/??/92)  195.235  (m)          640.53   (f) ADJ UNCH    2 0
 GH0118
 GH0118.Superseded values are not recommended for survey control.
 GH0118
 GH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0118.See file dsdata.pdf to determine how the superseded data were derived.
 GH0118
 GH0118_MARKER: DB = BENCH MARK DISK
 GH0118_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GH0118_STAMPING: Z 133 1934
 GH0118_MARK LOGO: CGS
 GH0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0118
 GH0118  HISTORY     - Date     Condition        Report By
 GH0118  HISTORY     - 1934     MONUMENTED       CGS
 GH0118  HISTORY     - 1954     GOOD             USGS
 GH0118
 GH0118                          STATION DESCRIPTION
 GH0118
 GH0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0118'2.1 MI S FROM SKIATOOK.
 GH0118'2.1 MILES SOUTH ALONG THE MIDLAND VALLEY RAILROAD FROM THE STATION
 GH0118'AT SKIATOOK, TULSA COUNTY, 400 FEET SOUTH OF MILEPOST 165,
 GH0118'165 FEET NORTH OF THE NORTHEAST CORNER OF A PUMPHOUSE, 70 FEET
 GH0118'WEST OF TELEPHONE POLE 3985, 48 FEET WEST OF THE CENTER LINE
 GH0118'OF THE TRACK, AND 2 FEET EAST OF THE INTERSECTION OF A SIDE
 GH0118'FENCE AND THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GH0118'Z 133 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0118
 GH0118                          STATION RECOVERY (1954)
 GH0118
 GH0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GH0118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0281 ***********************************************************************
 GG0281  DESIGNATION -  Z 134
 GG0281  PID         -  GG0281
 GG0281  STATE/COUNTY-  OK/CRAIG
 GG0281  COUNTRY     -  US
 GG0281  USGS QUAD   -  VINITA NE (2019)
 GG0281
 GG0281                         *CURRENT SURVEY CONTROL
 GG0281  ______________________________________________________________________
 GG0281* NAD 83(1986) POSITION- 36 38 49.     (N) 095 05 29.     (W)   SCALED
 GG0281* NAVD 88 ORTHO HEIGHT -   208.345 (meters)      683.55  (feet) ADJUSTED
 GG0281  ______________________________________________________________________
 GG0281  GEOID HEIGHT    -        -29.287 (meters)                     GEOID18
 GG0281  DYNAMIC HEIGHT  -        208.172 (meters)      682.98  (feet) COMP
 GG0281  MODELED GRAVITY -    979,794.0   (mgal)                       NAVD 88
 GG0281
 GG0281  VERT ORDER      -  SECOND    CLASS 0
 GG0281
 GG0281.The horizontal coordinates were scaled from a map and have
 GG0281.an estimated accuracy of +/- 6 seconds.
 GG0281
 GG0281.The orthometric height was determined by differential leveling and
 GG0281.adjusted by the NATIONAL GEODETIC SURVEY
 GG0281.in June 1991.
 GG0281
 GG0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0281.GEOID18 height accuracy estimate available here.
 GG0281
 GG0281.Click photographs - Photos may exist for this station.
 GG0281
 GG0281.The dynamic height is computed by dividing the NAVD 88
 GG0281.geopotential number by the normal gravity value computed on the
 GG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0281.degrees latitude (g = 980.6199 gals.).
 GG0281
 GG0281.The modeled gravity was interpolated from observed gravity values.
 GG0281
 GG0281;                    North         East    Units  Estimated Accuracy
 GG0281;SPC OK N     -   186,630.      860,050.      MT  (+/- 180 meters Scaled)
 GG0281
 GG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA130577(NAD 83)
 GG0281
 GG0281                          SUPERSEDED SURVEY CONTROL
 GG0281
 GG0281  NGVD 29 (??/??/92)  208.235  (m)          683.18   (f) ADJ UNCH    2 0
 GG0281
 GG0281.Superseded values are not recommended for survey control.
 GG0281
 GG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0281.See file dsdata.pdf to determine how the superseded data were derived.
 GG0281
 GG0281_MARKER: DB = BENCH MARK DISK
 GG0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0281_STAMPING: Z 134 1934
 GG0281_MARK LOGO: CGS
 GG0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0281+STABILITY: SURFACE MOTION
 GG0281
 GG0281  HISTORY     - Date     Condition        Report By
 GG0281  HISTORY     - 1934     MONUMENTED       CGS
 GG0281
 GG0281                          STATION DESCRIPTION
 GG0281
 GG0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0281'3.8 MI NE FROM VINITA.
 GG0281'3.8 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GG0281'FROM THE STATION AT VINITA, CRAIG COUNTY, 32.4 FEET SOUTHEAST
 GG0281'OF MILEPOST 356, 700 FEET SOUTHWEST OF A NORTH-AND-SOUTH DIRT-ROAD
 GG0281'CROSSING, 640 FEET SOUTHWEST OF THE SOUTHWEST END OF TRESTLE
 GG0281'335.9, 98.4 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 GG0281'75 FEET SOUTHWEST OF POLE 13555-1/2, AND 1.6 FEET NORTHWEST
 GG0281'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 134 1934
 GG0281'AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0273 ***********************************************************************
 GG0273  DESIGNATION -  Z 135
 GG0273  PID         -  GG0273
 GG0273  STATE/COUNTY-  OK/CRAIG
 GG0273  COUNTRY     -  US
 GG0273  USGS QUAD   -  ESTELLA (2019)
 GG0273
 GG0273                         *CURRENT SURVEY CONTROL
 GG0273  ______________________________________________________________________
 GG0273* NAD 83(1997) POSITION- 36 41 04.55298(N) 095 19 00.58013(W)   ADJUSTED
 GG0273* NAD 83(1997) ELLIP HT-   212.625 (meters)        (10/02/98)   ADJUSTED
 GG0273* NAVD 88 ORTHO HEIGHT -   242.397 (meters)      795.26  (feet) ADJUSTED
 GG0273  ______________________________________________________________________
 GG0273  GEOID HEIGHT    -        -29.356 (meters)                     GEOID18
 GG0273  NAD 83(1997) X  -   -474,541.370 (meters)                     COMP
 GG0273  NAD 83(1997) Y  - -5,099,117.473 (meters)                     COMP
 GG0273  NAD 83(1997) Z  -  3,789,508.801 (meters)                     COMP
 GG0273  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 GG0273  DYNAMIC HEIGHT  -        242.196 (meters)      794.60  (feet) COMP
 GG0273  MODELED GRAVITY -    979,794.8   (mgal)                       NAVD 88
 GG0273
 GG0273  HORZ ORDER      -  SECOND
 GG0273  VERT ORDER      -  SECOND    CLASS 0
 GG0273  ELLP ORDER      -  FOURTH    CLASS I
 GG0273
 GG0273.The horizontal coordinates were established by GPS observations
 GG0273.and adjusted by the National Geodetic Survey in October 1998.
 GG0273
 GG0273.The orthometric height was determined by differential leveling and
 GG0273.adjusted by the NATIONAL GEODETIC SURVEY
 GG0273.in June 1991.
 GG0273
 GG0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0273.GEOID18 height accuracy estimate available here.
 GG0273
 GG0273.Click photographs - Photos may exist for this station.
 GG0273
 GG0273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0273
 GG0273.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0273
 GG0273.The ellipsoidal height was determined by GPS observations
 GG0273.and is referenced to NAD 83.
 GG0273
 GG0273.The dynamic height is computed by dividing the NAVD 88
 GG0273.geopotential number by the normal gravity value computed on the
 GG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0273.degrees latitude (g = 980.6199 gals.).
 GG0273
 GG0273.The modeled gravity was interpolated from observed gravity values.
 GG0273
 GG0273. The following values were computed from the NAD 83(1997) position.
 GG0273
 GG0273;                    North         East     Units Scale Factor Converg.
 GG0273;SPC OK N     -   190,229.514   839,782.618   MT  0.99998606   +1 35 00.5
 GG0273;SPC OK N     -   624,111.33  2,755,186.81   sFT  0.99998606   +1 35 00.5
 GG0273;UTM  15      - 4,062,385.857   292,993.165   MT  1.00012796   -1 23 04.5
 GG0273
 GG0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0273!SPC OK N     -   0.99996663  x   0.99998606  =   0.99995269
 GG0273!UTM  15      -   0.99996663  x   1.00012796  =   1.00009459
 GG0273
 GG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA9299362385(NAD 83)
 GG0273
 GG0273                          SUPERSEDED SURVEY CONTROL
 GG0273
 GG0273  NAD 83(1993)-  36 41 04.55514(N)    095 19 00.58075(W) AD(       ) 2
 GG0273  ELLIP H (11/28/94)  212.348  (m)                       GP(       ) 5 1
 GG0273  NAD 83(1986)-  36 41 04.57162(N)    095 19 00.58583(W) AD(       ) 2
 GG0273  NGVD 29 (??/??/92)  242.274  (m)          794.86   (f) ADJ UNCH    2 0
 GG0273  NGVD 29 (11/30/89)  242.     (m)  RAPSU86  model used  GPS OBS        
 GG0273
 GG0273.Superseded values are not recommended for survey control.
 GG0273
 GG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0273.See file dsdata.pdf to determine how the superseded data were derived.
 GG0273
 GG0273_MARKER: DB = BENCH MARK DISK
 GG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0273_STAMPING: Z 135 1934
 GG0273_MARK LOGO: CGS
 GG0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0273+STABILITY: SURFACE MOTION
 GG0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0273+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2010
 GG0273
 GG0273  HISTORY     - Date     Condition        Report By
 GG0273  HISTORY     - 1934     MONUMENTED       CGS
 GG0273  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0273  HISTORY     - 19890315 GOOD             NGS
 GG0273  HISTORY     - 20101212 GOOD             INDIV
 GG0273
 GG0273                          STATION DESCRIPTION
 GG0273
 GG0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0273'AT ESTELLA.
 GG0273'AT ESTELLA, CRAIG COUNTY, 250 FEET EAST OF THE POST OFFICE,
 GG0273'360 FEET WEST OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 60,
 GG0273'25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70 FEET EAST
 GG0273'OF A POLE, AND 1.5 FEET NORTH OF THE INTERSECTION OF A FENCE
 GG0273'AND THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Z 135
 GG0273'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GG0273
 GG0273                          STATION RECOVERY (1988)
 GG0273
 GG0273'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0273'MARK NOT FOUND.
 GG0273
 GG0273                          STATION RECOVERY (1989)
 GG0273
 GG0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0273'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 GG0273'FOLLOWS.
 GG0273'THE STATION IS LOCATED ABOUT 28.5 KM (17.70 MI) EAST OF NOWATA, 19.5
 GG0273'KM (12.10 MI) NORTHEAST OF CHELSA, AND 15.0 KM (9.30 MI) NORTHWEST OF
 GG0273'VINITA.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 GG0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 GG0273'HIGHWAYS 2 AND 66 IN VINITA, GO WEST ON HIGHWAYS 60 AND 66 FOR 8.2 KM
 GG0273'(5.10 MI) TO THE JUNCTION WHERE HIGHWAY 60 TURNS RIGHT.  TURN RIGHT
 GG0273'AND GO NORTHWEST ON HIGHWAY 60 FOR 9.4 KM (5.85 MI) TO A GRAVELED
 GG0273'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.1 KM
 GG0273'(0.70 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 GG0273'GRAVELED ROAD FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT IN THE
 GG0273'NORTHEAST CORNER OF A FIELD.
 GG0273'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 15 CM SQUARE
 GG0273'CONCRETE POST THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 8.3 M
 GG0273'(27.2 FT) SOUTH OF THE CENTER OF THE ROAD, 2.8 M (9.2 FT) WEST OF A
 GG0273'FENCE CORNER, 0.4 M (1.3 FT) SOUTH OF A FENCE, AND 0.6 M (2.0 FT)
 GG0273'SOUTHWEST OF A CARSONITE WITNESS POST.
 GG0273'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0273
 GG0273                          STATION RECOVERY (2010)
 GG0273
 GG0273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (TFC)
 GG0273'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0161 ***********************************************************************
 GH0161  CBN         -  This is a Cooperative Base Network Control Station.
 GH0161  DESIGNATION -  Z 136
 GH0161  PID         -  GH0161
 GH0161  STATE/COUNTY-  OK/PAWNEE
 GH0161  COUNTRY     -  US
 GH0161  USGS QUAD   -  JENNINGS (2018)
 GH0161
 GH0161                         *CURRENT SURVEY CONTROL
 GH0161  ______________________________________________________________________
 GH0161* NAD 83(2011) POSITION- 36 14 14.57115(N) 096 33 12.34963(W)   ADJUSTED
 GH0161* NAD 83(2011) ELLIP HT-   259.970 (meters)        (06/27/12)   ADJUSTED
 GH0161* NAD 83(2011) EPOCH   -  2010.00
 GH0161* NAVD 88 ORTHO HEIGHT -   288.324 (meters)      945.94  (feet) ADJUSTED
 GH0161  ______________________________________________________________________
 GH0161  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 GH0161  NAD 83(2011) X  -   -587,845.836 (meters)                     COMP
 GH0161  NAD 83(2011) Y  - -5,117,026.769 (meters)                     COMP
 GH0161  NAD 83(2011) Z  -  3,749,622.781 (meters)                     COMP
 GH0161  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 GH0161  DYNAMIC HEIGHT  -        288.075 (meters)      945.13  (feet) COMP
 GH0161  MODELED GRAVITY -    979,761.4   (mgal)                       NAVD 88
 GH0161
 GH0161  VERT ORDER      -  SECOND    CLASS 0
 GH0161
 GH0161  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0161  Standards:
 GH0161         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0161            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0161  -------------------------------------------------------------------
 GH0161  NETWORK    1.24   2.59           0.55   0.46   1.32      0.02970962
 GH0161  -------------------------------------------------------------------
 GH0161  Click here for local accuracies and other accuracy information.
 GH0161
 GH0161.The horizontal coordinates were established by GPS observations
 GH0161.and adjusted by the National Geodetic Survey in June 2012.
 GH0161
 GH0161.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0161.been affixed to the stable North American tectonic plate. See 
 GH0161.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0161
 GH0161.The horizontal coordinates are valid at the epoch date displayed above
 GH0161.which is a decimal equivalence of Year/Month/Day.
 GH0161
 GH0161.The orthometric height was determined by differential leveling and
 GH0161.adjusted by the NATIONAL GEODETIC SURVEY
 GH0161.in June 1991.
 GH0161
 GH0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0161.GEOID18 height accuracy estimate available here.
 GH0161
 GH0161.Click photographs - Photos may exist for this station.
 GH0161
 GH0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0161
 GH0161.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0161
 GH0161.The ellipsoidal height was determined by GPS observations
 GH0161.and is referenced to NAD 83.
 GH0161
 GH0161.The dynamic height is computed by dividing the NAVD 88
 GH0161.geopotential number by the normal gravity value computed on the
 GH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0161.degrees latitude (g = 980.6199 gals.).
 GH0161
 GH0161.The modeled gravity was interpolated from observed gravity values.
 GH0161
 GH0161. The following values were computed from the NAD 83(2011) position.
 GH0161
 GH0161;                    North         East     Units Scale Factor Converg.
 GH0161;SPC OK N     -   138,259.911   730,024.230   MT  0.99994615   +0 51 13.3
 GH0161;SPC OK N     -   453,607.72  2,395,087.83   sFT  0.99994615   +0 51 13.3
 GH0161;UTM  14      - 4,013,053.803   719,861.070   MT  1.00019563   +1 26 48.6
 GH0161
 GH0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0161!SPC OK N     -   0.99995920  x   0.99994615  =   0.99990535
 GH0161!UTM  14      -   0.99995920  x   1.00019563  =   1.00015482
 GH0161
 GH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF1986113053(NAD 83)
 GH0161
 GH0161                          SUPERSEDED SURVEY CONTROL
 GH0161
 GH0161  NAD 83(2007)-  36 14 14.57110(N)    096 33 12.35029(W) AD(2002.00) 0
 GH0161  ELLIP H (02/10/07)  259.986  (m)                       GP(2002.00)    
 GH0161  ELLIP H (06/09/00)  259.972  (m)                       GP(       ) 2 2
 GH0161  NAD 83(1993)-  36 14 14.57110(N)    096 33 12.34968(W) AD(       ) B
 GH0161  ELLIP H (05/09/94)  260.047  (m)                       GP(       ) 4 2
 GH0161  NAD 83(1986)-  36 14 14.58360(N)    096 33 12.33856(W) AD(       ) 2
 GH0161  NAVD 88             288.32   (m)          945.9    (f) LEVELING    3  
 GH0161  NGVD 29 (??/??/92)  288.212  (m)          945.58   (f) ADJ UNCH    2 0
 GH0161  NGVD 29 (11/30/89)  288.     (m)  RAPSU86  model used  GPS OBS        
 GH0161
 GH0161.Superseded values are not recommended for survey control.
 GH0161
 GH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0161.See file dsdata.pdf to determine how the superseded data were derived.
 GH0161
 GH0161_MARKER: DB = BENCH MARK DISK
 GH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0161_STAMPING: Z 136 1934
 GH0161_MARK LOGO: CGS
 GH0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0161+STABILITY: SURFACE MOTION
 GH0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0161+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2009
 GH0161
 GH0161  HISTORY     - Date     Condition        Report By
 GH0161  HISTORY     - 1934     MONUMENTED       CGS
 GH0161  HISTORY     - 19890315 GOOD             NGS
 GH0161  HISTORY     - 19930422 GOOD             NGS
 GH0161  HISTORY     - 19990825 GOOD             NGS
 GH0161  HISTORY     - 20021118 GOOD             OKDOT
 GH0161  HISTORY     - 20090417 GOOD             GARVER
 GH0161
 GH0161                          STATION DESCRIPTION
 GH0161
 GH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0161'0.7 MI NE FROM HALLETT.
 GH0161'0.7 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 GH0161'FROM THE STATION AT HALLETT, PAWNEE COUNTY, 1800 FEET NORTHEAST
 GH0161'OF MILEPOST 256, AT A NORTH-AND-SOUTH DIRT-ROAD CROSSING, 30
 GH0161'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 47 FEET SOUTHEAST
 GH0161'OF THE CENTERLINE OF THE TRACK, 8.2 FEET SOUTHWEST OF POLE 3156,
 GH0161'AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 GH0161'STAMPED Z 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GH0161
 GH0161                          STATION RECOVERY (1989)
 GH0161
 GH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GH0161'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 GH0161'FOLLOWS.
 GH0161'THE STATION IS LOCATED ABOUT 11.1 KM (6.90 MI) EAST OF MERAMEC, 10.6
 GH0161'KM (6.60 MI) SOUTHWEST OF CLEVELAND, AND 1.3 KM (0.80 MI) NORTHEAST
 GH0161'HALLETT.  OWNERSHIP--PAWNEE COUNTY.
 GH0161'TO REACH THE STATION FROM THE POST OFFICE IN HALLETT, GO SOUTH ON
 GH0161'STATE HIGHWAY 99 FOR 92 M (301.8 FT) TO A GRAVELED CROSSROAD.  TURN
 GH0161'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.3 KM (0.80 MI) TO A
 GH0161'GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 GH0161'0.6 KM (0.35 MI) TO THE STATION ON THE LEFT.
 GH0161'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 GH0161'CONCRETE POST THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 31.2 M
 GH0161'(102.4 FT) SOUTH OF THE CENTER OF A FIELD ROAD AND GATE, 9.9 M
 GH0161'(32.5 FT) WEST OF THE CENTER OF THE ROAD, 1.0 M (3.3 FT) WEST OF A
 GH0161'FENCE, 0.6 M (2.0 FT) NORTH OF A FENCE, AND 0.7 M (2.3 FT) SOUTH OF A
 GH0161'CARSONITE WITNESS POST.
 GH0161'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GH0161
 GH0161                          STATION RECOVERY (1993)
 GH0161
 GH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GH0161'STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTHWEST OF CLEVELAND, 1.3
 GH0161'KM (0.80 MI) EAST OF HALLETT, ALONG A DIRT SECTION ROAD, IN A LEASED
 GH0161'PASTURE.  OWNERSHIP--UNKNOWN
 GH0161'TO REACH FROM THE OVERPASS AT THE JUNCTION OF THE CIMARRON TURNPIKE
 GH0161'(US HIGHWAY 412) AND STATE HIGHWAY 99 JUST SOUTH OF HALLET, GO NORTH
 GH0161'ON HIGHWAY 99 FOR 1.31 KM (0.80 MI) TO A PAVED CROSSROAD (FOURTH
 GH0161'STREET) IN HALLETT (0.08 KM SOUTH OF THE POST OFFICE).  TURN RIGHT,
 GH0161'EAST, ON PAVED ROAD (FOURTH STREET) FOR 1.30 KM (0.80 MI) TO A DIRT
 GH0161'CROSSROAD AT CEMETERY ON THE RIGHT.  TURN LEFT, NORTH, ON ROAD FOR
 GH0161'0.62 KM (0.40 MI) TO TOP OF GRADE AND THE STATION ON THE LEFT.
 GH0161'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 GH0161'PROJECTING 10 CM ABOVE GROUND.  IT IS 1.0 M (3.3 FT) WEST OF THE
 GH0161'FENCE, 0.7 M (2.3 FT) WEST-NORTHWEST OF A BRACED ANGLE-IRON FENCE
 GH0161'POST NOT ATTACHED TO THE FENCE, 1.1 M (3.6 FT) WEST-NORTHWEST OF A
 GH0161'SAWED-OFF CEDAR TREE FENCE POST WITH SIGN ATTACHED, 9.9 M (32.5 FT)
 GH0161'WEST OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 34.2 M
 GH0161'(112.2 FT) SOUTH OF THE SOUTH GATEPOST AT A FIELD ENTRANCE, 0.7 M
 GH0161'(2.3 FT) NORTH OF A WOODEN POST PROJECTING 1.4 M (4.6 FT) AND 0.5 M
 GH0161'(1.6 FT) SOUTH OF A WOODEN POST PROJECTING 1.4 M.
 GH0161
 GH0161                          STATION RECOVERY (1999)
 GH0161
 GH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GH0161'RECOVERED AS DESCRIBED.
 GH0161
 GH0161                          STATION RECOVERY (2002)
 GH0161
 GH0161'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2002 (DEA)
 GH0161'RECOVERED IN GOOD CONDITION.
 GH0161
 GH0161                          STATION RECOVERY (2009)
 GH0161
 GH0161'RECOVERY NOTE BY GARVER ENGINEERS 2009 (MCR)
 GH0161'LAND OWNER INDICATES INTENTION OF REROUTING FENCE AROUND MONUMENT TO
 GH0161'ALLOW EASIER ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0721 ***********************************************************************
 FH0721  DESIGNATION -  Z 137
 FH0721  PID         -  FH0721
 FH0721  STATE/COUNTY-  OK/WAGONER
 FH0721  COUNTRY     -  US
 FH0721  USGS QUAD   -  COWETA (2018)
 FH0721
 FH0721                         *CURRENT SURVEY CONTROL
 FH0721  ______________________________________________________________________
 FH0721* NAD 83(1986) POSITION- 35 55 13.     (N) 095 37 56.     (W)   SCALED
 FH0721* NAVD 88 ORTHO HEIGHT -   190.558 (meters)      625.19  (feet) ADJUSTED
 FH0721  ______________________________________________________________________
 FH0721  GEOID HEIGHT    -        -29.303 (meters)                     GEOID18
 FH0721  DYNAMIC HEIGHT  -        190.388 (meters)      624.63  (feet) COMP
 FH0721  MODELED GRAVITY -    979,734.7   (mgal)                       NAVD 88
 FH0721
 FH0721  VERT ORDER      -  SECOND    CLASS 0
 FH0721
 FH0721.The horizontal coordinates were scaled from a map and have
 FH0721.an estimated accuracy of +/- 6 seconds.
 FH0721
 FH0721.The orthometric height was determined by differential leveling and
 FH0721.adjusted by the NATIONAL GEODETIC SURVEY
 FH0721.in June 1991.
 FH0721
 FH0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0721.GEOID18 height accuracy estimate available here.
 FH0721
 FH0721.Click photographs - Photos may exist for this station.
 FH0721
 FH0721.The dynamic height is computed by dividing the NAVD 88
 FH0721.geopotential number by the normal gravity value computed on the
 FH0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0721.degrees latitude (g = 980.6199 gals.).
 FH0721
 FH0721.The modeled gravity was interpolated from observed gravity values.
 FH0721
 FH0721;                    North         East    Units  Estimated Accuracy
 FH0721;SPC OK N     -   104,710.      813,670.      MT  (+/- 180 meters Scaled)
 FH0721
 FH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV624783(NAD 83)
 FH0721
 FH0721                          SUPERSEDED SURVEY CONTROL
 FH0721
 FH0721  NGVD 29 (??/??/92)  190.439  (m)          624.80   (f) ADJ UNCH    2 0
 FH0721
 FH0721.Superseded values are not recommended for survey control.
 FH0721
 FH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0721.See file dsdata.pdf to determine how the superseded data were derived.
 FH0721
 FH0721_MARKER: DB = BENCH MARK DISK
 FH0721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0721_STAMPING: Z 137 1934
 FH0721_MARK LOGO: CGS
 FH0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0721
 FH0721  HISTORY     - Date     Condition        Report By
 FH0721  HISTORY     - 1934     MONUMENTED       CGS
 FH0721  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0721
 FH0721                          STATION DESCRIPTION
 FH0721
 FH0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0721'2.1 MI SE FROM COWETA.
 FH0721'2 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM STATION.  ABOUT
 FH0721'1000 FEET SOUTHEAST OF M.P.305, 750 FEET SOUTHEAST OF SOUTHEAST
 FH0721'END OF WOODEN RAILROAD TRESTLE Z305.0, 630 FEET SOUTHEAST OF
 FH0721'DIRT WAGON ROAD CROSSING, 46.3 FEET SOUTHWEST OF CENTERLINE OF
 FH0721'MISSOURI, KANSAS, TEXAS R.R., 6.4 FEET NORTHEAST OF TELEPHONE
 FH0721'POLE 1016, TABLET SET IN PRECAST CONCRETE POST, SET ON OUTSIDE
 FH0721'OF RAILROAD CURVE.
 FH0721
 FH0721                          STATION RECOVERY (1960)
 FH0721
 FH0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0721'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0246 ***********************************************************************
 FJ0246  DESIGNATION -  Z 138 RESET
 FJ0246  PID         -  FJ0246
 FJ0246  STATE/COUNTY-  OK/LINCOLN
 FJ0246  COUNTRY     -  US
 FJ0246  USGS QUAD   -  RITTS JUNCTION (2018)
 FJ0246
 FJ0246                         *CURRENT SURVEY CONTROL
 FJ0246  ______________________________________________________________________
 FJ0246* NAD 83(1986) POSITION- 35 44 43.25   (N) 096 37 15.53   (W)   HD_HELD1
 FJ0246* NAVD 88 ORTHO HEIGHT -   242.39  (meters)      795.2   (feet) RESET
 FJ0246  ______________________________________________________________________
 FJ0246  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 FJ0246  VERT ORDER      -  THIRD
 FJ0246
 FJ0246.The horizontal coordinates were determined by differentially corrected
 FJ0246.hand held GPS observations or other comparable positioning techniques
 FJ0246.and have an estimated accuracy of +/- 3 meters.
 FJ0246
 FJ0246.The orthometric height was computed from unverified reset data.
 FJ0246
 FJ0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0246.GEOID18 height accuracy estimate available here.
 FJ0246
 FJ0246.Click photographs - Photos may exist for this station.
 FJ0246
 FJ0246;                    North         East    Units  Estimated Accuracy
 FJ0246;SPC OK N     -    83,584.1     724,728.3     MT  (+/- 3 meters HH1 GPS) 
 FJ0246
 FJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE1512258314(NAD 83)
 FJ0246
 FJ0246                          SUPERSEDED SURVEY CONTROL
 FJ0246
 FJ0246.No superseded survey control is available for this station.
 FJ0246
 FJ0246_MARKER: DB = BENCH MARK DISK
 FJ0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0246_SP_SET: PIER
 FJ0246_STAMPING: Z 138 RESET 1947
 FJ0246_MARK LOGO: CGS
 FJ0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0246
 FJ0246  HISTORY     - Date     Condition        Report By
 FJ0246  HISTORY     - 1947     MONUMENTED       CGS
 FJ0246  HISTORY     - 1972     GOOD
 FJ0246
 FJ0246                          STATION DESCRIPTION
 FJ0246
 FJ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FJ0246'2.2 MI E FROM LINCOLN.
 FJ0246'ABOUT 2.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FJ0246'FROM THE STATION AT STROUD, LINCOLN COUNTY, ABOUT 300 FEET
 FJ0246'EAST OF SEMAPHORE 475.3, ABOUT 130 FEET EAST OF POLE 475+10,
 FJ0246'AT STEEL BRIDGE 475.3 OVER SALT CREEK, IN THE TOP OF THE SOUTHEAST
 FJ0246'CORNER OF THE EAST CONCRETE PIER, AND 9.6 FEET SOUTH OF THE
 FJ0246'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 138
 FJ0246'RESET 1947.
 FJ0246
 FJ0246                          STATION RECOVERY (1972)
 FJ0246
 FJ0246'RECOVERED 1972
 FJ0246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0242 ***********************************************************************
 GK0242  DESIGNATION -  Z 14
 GK0242  PID         -  GK0242
 GK0242  STATE/COUNTY-  OK/TEXAS
 GK0242  COUNTRY     -  US
 GK0242  USGS QUAD   -  GUYMON (2018)
 GK0242
 GK0242                         *CURRENT SURVEY CONTROL
 GK0242  ______________________________________________________________________
 GK0242* NAD 83(1986) POSITION- 36 44 24.     (N) 101 23 14.     (W)   SCALED
 GK0242* NAVD 88 ORTHO HEIGHT -   894.258 (meters)     2933.91  (feet) ADJUSTED
 GK0242  ______________________________________________________________________
 GK0242  GEOID HEIGHT    -        -26.583 (meters)                     GEOID18
 GK0242  DYNAMIC HEIGHT  -        893.340 (meters)     2930.90  (feet) COMP
 GK0242  MODELED GRAVITY -    979,575.6   (mgal)                       NAVD 88
 GK0242
 GK0242  VERT ORDER      -  FIRST     CLASS II
 GK0242
 GK0242.The horizontal coordinates were scaled from a map and have
 GK0242.an estimated accuracy of +/- 6 seconds.
 GK0242
 GK0242.The orthometric height was determined by differential leveling and
 GK0242.adjusted by the NATIONAL GEODETIC SURVEY
 GK0242.in June 1991.
 GK0242
 GK0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0242.GEOID18 height accuracy estimate available here.
 GK0242
 GK0242.Click photographs - Photos may exist for this station.
 GK0242
 GK0242.The dynamic height is computed by dividing the NAVD 88
 GK0242.geopotential number by the normal gravity value computed on the
 GK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0242.degrees latitude (g = 980.6199 gals.).
 GK0242
 GK0242.The modeled gravity was interpolated from observed gravity values.
 GK0242
 GK0242;                    North         East    Units  Estimated Accuracy
 GK0242;SPC OK N     -   198,340.      297,540.      MT  (+/- 180 meters Scaled)
 GK0242
 GK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF868686(NAD 83)
 GK0242
 GK0242                          SUPERSEDED SURVEY CONTROL
 GK0242
 GK0242  NGVD 29 (??/??/92)  893.831  (m)         2932.51   (f) ADJ UNCH    1 2
 GK0242
 GK0242.Superseded values are not recommended for survey control.
 GK0242
 GK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0242.See file dsdata.pdf to determine how the superseded data were derived.
 GK0242
 GK0242_MARKER: DB = BENCH MARK DISK
 GK0242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GK0242_SP_SET: CULVERT HEADWALL
 GK0242_STAMPING: Z 14 1933
 GK0242_MARK LOGO: CGS
 GK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0242+STABILITY: SURFACE MOTION
 GK0242
 GK0242  HISTORY     - Date     Condition        Report By
 GK0242  HISTORY     - 1933     MONUMENTED       CGS
 GK0242  HISTORY     - 1939     GOOD             CGS
 GK0242
 GK0242                          STATION DESCRIPTION
 GK0242
 GK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0242'2.2 MI SW FROM OPTIMA.
 GK0242'2.2 MILES SOUTHWEST OF OPTIMA DEPOT ALONG THE ROCK ISLAND RAIL ROAD 4
 GK0242'1/2 POLES SOUTH WEST OF MILE POLE NO. 467.  SET IN HEAD WALL OF
 GK0242'HIGHWAY BRIDGE, IN SOUTH WEST END OF SOUTH EAST HEADWALL.  CONCRETE
 GK0242'BRIDGE.
 GK0242
 GK0242                          STATION RECOVERY (1939)
 GK0242
 GK0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 GK0242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0370 ***********************************************************************
 FJ0370  DESIGNATION -  Z 141
 FJ0370  PID         -  FJ0370
 FJ0370  STATE/COUNTY-  OK/MCCLAIN
 FJ0370  COUNTRY     -  US
 FJ0370  USGS QUAD   -  WASHINGTON (2018)
 FJ0370
 FJ0370                         *CURRENT SURVEY CONTROL
 FJ0370  ______________________________________________________________________
 FJ0370* NAD 83(1986) POSITION- 35 01 43.     (N) 097 23 47.     (W)   SCALED
 FJ0370* NAVD 88 ORTHO HEIGHT -   320.639 (meters)     1051.96  (feet) ADJUSTED
 FJ0370  ______________________________________________________________________
 FJ0370  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 FJ0370  DYNAMIC HEIGHT  -        320.327 (meters)     1050.94  (feet) COMP
 FJ0370  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FJ0370
 FJ0370  VERT ORDER      -  SECOND    CLASS 0
 FJ0370
 FJ0370.The horizontal coordinates were scaled from a map and have
 FJ0370.an estimated accuracy of +/- 6 seconds.
 FJ0370
 FJ0370.The orthometric height was determined by differential leveling and
 FJ0370.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0370.in June 1991.
 FJ0370
 FJ0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0370.GEOID18 height accuracy estimate available here.
 FJ0370
 FJ0370.Click photographs - Photos may exist for this station.
 FJ0370
 FJ0370.The dynamic height is computed by dividing the NAVD 88
 FJ0370.geopotential number by the normal gravity value computed on the
 FJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0370.degrees latitude (g = 980.6199 gals.).
 FJ0370
 FJ0370.The modeled gravity was interpolated from observed gravity values.
 FJ0370
 FJ0370;                    North         East    Units  Estimated Accuracy
 FJ0370;SPC OK S     -   188,210.      655,080.      MT  (+/- 180 meters Scaled)
 FJ0370
 FJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD462773(NAD 83)
 FJ0370
 FJ0370                          SUPERSEDED SURVEY CONTROL
 FJ0370
 FJ0370  NGVD 29 (??/??/92)  320.539  (m)         1051.64   (f) ADJ UNCH    2 0
 FJ0370
 FJ0370.Superseded values are not recommended for survey control.
 FJ0370
 FJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0370.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0370
 FJ0370_MARKER: DB = BENCH MARK DISK
 FJ0370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0370_STAMPING: Z 141 1934
 FJ0370_MARK LOGO: CGS
 FJ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0370
 FJ0370  HISTORY     - Date     Condition        Report By
 FJ0370  HISTORY     - 1934     MONUMENTED       CGS
 FJ0370
 FJ0370                          STATION DESCRIPTION
 FJ0370
 FJ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0370'3.7 MI W FROM PURCELL.
 FJ0370'3.7 MILES WEST OF, ALONG A.T. AND S.F. RY FROM STATION.  ABOUT
 FJ0370'0.1 MILE SOUTHEAST OF RAILROAD CROSSING, ABOUT 325 FEET NORTHWEST
 FJ0370'OF MILEPOST 91, 47.7 FEET SOUTHWEST OF CENTERLINE OF A.T. AND
 FJ0370'S.F.RY, 15.4 FEET SOUTH OF TELEPHONE POLE, 1.7 FEET NORTHEAST
 FJ0370'OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE
 FJ0370'POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0329 ***********************************************************************
 FJ0329  DESIGNATION -  Z 142
 FJ0329  PID         -  FJ0329
 FJ0329  STATE/COUNTY-  OK/CLEVELAND
 FJ0329  COUNTRY     -  US
 FJ0329  USGS QUAD   -  NORMAN (2018)
 FJ0329
 FJ0329                         *CURRENT SURVEY CONTROL
 FJ0329  ______________________________________________________________________
 FJ0329* NAD 83(1986) POSITION- 35 08 22.2    (N) 097 23 38.6    (W)   HD_HELD2
 FJ0329* NAVD 88 ORTHO HEIGHT -   365.659 (meters)     1199.67  (feet) ADJUSTED
 FJ0329  ______________________________________________________________________
 FJ0329  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 FJ0329  DYNAMIC HEIGHT  -        365.304 (meters)     1198.50  (feet) COMP
 FJ0329  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 FJ0329
 FJ0329  VERT ORDER      -  SECOND    CLASS 0
 FJ0329
 FJ0329.The horizontal coordinates were established by autonomous hand held GPS
 FJ0329.observations and have an estimated accuracy of +/- 10 meters.
 FJ0329
 FJ0329.The orthometric height was determined by differential leveling and
 FJ0329.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0329.in August 1994.
 FJ0329
 FJ0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0329.GEOID18 height accuracy estimate available here.
 FJ0329
 FJ0329.Click photographs - Photos may exist for this station.
 FJ0329
 FJ0329.The dynamic height is computed by dividing the NAVD 88
 FJ0329.geopotential number by the normal gravity value computed on the
 FJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0329.degrees latitude (g = 980.6199 gals.).
 FJ0329
 FJ0329.The modeled gravity was interpolated from observed gravity values.
 FJ0329
 FJ0329;                    North         East    Units  Estimated Accuracy
 FJ0329;SPC OK S     -   200,517.      655,220.      MT  (+/- 10 meters HH2 GPS)
 FJ0329
 FJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4630289693(NAD 83)
 FJ0329
 FJ0329                          SUPERSEDED SURVEY CONTROL
 FJ0329
 FJ0329  NAVD 88 (06/15/91)  365.686  (m)         1199.75   (f) SUPERSEDED  2 0
 FJ0329  NGVD 29 (??/??/92)  365.574  (m)         1199.39   (f) ADJ UNCH    2 0
 FJ0329
 FJ0329.Superseded values are not recommended for survey control.
 FJ0329
 FJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0329.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0329
 FJ0329_MARKER: DB = BENCH MARK DISK
 FJ0329_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0329+WITH SETTING: PAVEMENT
 FJ0329_SP_SET: WATER TOWER BASE
 FJ0329_STAMPING: Z 142 1934
 FJ0329_MARK LOGO: CGS
 FJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0329+STABILITY: SURFACE MOTION
 FJ0329
 FJ0329  HISTORY     - Date     Condition        Report By
 FJ0329  HISTORY     - 1934     MONUMENTED       CGS
 FJ0329
 FJ0329                          STATION DESCRIPTION
 FJ0329
 FJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0329'AT NOBLE.
 FJ0329'AT NOBLE, CLEVELAND COUNTY, AT THE CITY WATER TOWER, IN THE
 FJ0329'SOUTHEAST CONCRETE BASE, 51.4 FEET NORTH OF THE CENTERLINE OF A
 FJ0329'STREET, 34.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A PUMPHOUSE,
 FJ0329'26.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, AND 13.2
 FJ0329'FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED Z 142 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0275 ***********************************************************************
 FJ0275  DESIGNATION -  Z 143
 FJ0275  PID         -  FJ0275
 FJ0275  STATE/COUNTY-  OK/OKLAHOMA
 FJ0275  COUNTRY     -  US
 FJ0275  USGS QUAD   -  EDMOND (2018)
 FJ0275
 FJ0275                         *CURRENT SURVEY CONTROL
 FJ0275  ______________________________________________________________________
 FJ0275* NAD 83(1986) POSITION- 35 39 12.     (N) 097 29 01.     (W)   SCALED
 FJ0275* NAVD 88 ORTHO HEIGHT -   365.312 (meters)     1198.53  (feet) ADJUSTED
 FJ0275  ______________________________________________________________________
 FJ0275  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 FJ0275  DYNAMIC HEIGHT  -        364.969 (meters)     1197.40  (feet) COMP
 FJ0275  MODELED GRAVITY -    979,683.7   (mgal)                       NAVD 88
 FJ0275
 FJ0275  VERT ORDER      -  SECOND    CLASS 0
 FJ0275
 FJ0275.The horizontal coordinates were scaled from a map and have
 FJ0275.an estimated accuracy of +/- 6 seconds.
 FJ0275
 FJ0275.The orthometric height was determined by differential leveling and
 FJ0275.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0275.in August 1994.
 FJ0275
 FJ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0275.GEOID18 height accuracy estimate available here.
 FJ0275
 FJ0275.Click photographs - Photos may exist for this station.
 FJ0275
 FJ0275.The dynamic height is computed by dividing the NAVD 88
 FJ0275.geopotential number by the normal gravity value computed on the
 FJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0275.degrees latitude (g = 980.6199 gals.).
 FJ0275
 FJ0275.The modeled gravity was interpolated from observed gravity values.
 FJ0275
 FJ0275;                    North         East    Units  Estimated Accuracy
 FJ0275;SPC OK N     -    72,610.      646,760.      MT  (+/- 180 meters Scaled)
 FJ0275
 FJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE372465(NAD 83)
 FJ0275
 FJ0275                          SUPERSEDED SURVEY CONTROL
 FJ0275
 FJ0275  NAVD 88 (06/15/91)  365.346  (m)         1198.64   (f) SUPERSEDED  2 0
 FJ0275  NGVD 29 (??/??/92)  365.209  (m)         1198.19   (f) ADJ UNCH    2 0
 FJ0275
 FJ0275.Superseded values are not recommended for survey control.
 FJ0275
 FJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0275.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0275
 FJ0275_MARKER: DB = BENCH MARK DISK
 FJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0275_STAMPING: Z 143 1934
 FJ0275_MARK LOGO: CGS
 FJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0275+STABILITY: SURFACE MOTION
 FJ0275
 FJ0275  HISTORY     - Date     Condition        Report By
 FJ0275  HISTORY     - 1934     MONUMENTED       CGS
 FJ0275  HISTORY     - 1964     GOOD             USGS
 FJ0275  HISTORY     - 20021025 MARK NOT FOUND   JCLS
 FJ0275
 FJ0275                          STATION DESCRIPTION
 FJ0275
 FJ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0275'AT EDMOND.
 FJ0275'AT EDMOND, OKLAHOMA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 FJ0275'FE RAILWAY, 52.9 FEET EAST AND 45 FEET NORTH OF THE SOUTHEAST
 FJ0275'CORNER OF THE RAILROAD STATION, 27 FEET SOUTH AND 6.0 FEET WEST OF
 FJ0275'A COUBLE TELEPHONE POLE, 14.2 FEET EAST OF THE CENTERLINE OF THE
 FJ0275'EAST TRACK AND 5.7 FEET NORTH OF THE NORTH SIDE OF A BRICK
 FJ0275'WALK.  A STANDARD DISK, STAMPED Z 143 1934 AND SET IN THE TOP
 FJ0275'OF A CONCRETE POST.
 FJ0275
 FJ0275                          STATION RECOVERY (1964)
 FJ0275
 FJ0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0275'RECOVERED IN GOOD CONDITION.
 FJ0275
 FJ0275                          STATION RECOVERY (2002)
 FJ0275
 FJ0275'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FJ0275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0339 ***********************************************************************
 GH0339  DESIGNATION -  Z 144
 GH0339  PID         -  GH0339
 GH0339  STATE/COUNTY-  OK/LOGAN
 GH0339  COUNTRY     -  US
 GH0339  USGS QUAD   -  ORLANDO WEST (2018)
 GH0339
 GH0339                         *CURRENT SURVEY CONTROL
 GH0339  ______________________________________________________________________
 GH0339* NAD 83(2011) POSITION- 36 08 19.37903(N) 097 22 54.83289(W)   NO CHECK
 GH0339* NAD 83(2011) ELLIP HT-   292.254 (meters)        (06/27/12)   NO CHECK
 GH0339* NAD 83(2011) EPOCH   -  2010.00
 GH0339* NAVD 88 ORTHO HEIGHT -   320.374 (meters)     1051.09  (feet) ADJUSTED
 GH0339  ______________________________________________________________________
 GH0339  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 GH0339  NAD 83(2011) X  -   -662,605.299 (meters)                     COMP
 GH0339  NAD 83(2011) Y  - -5,114,428.883 (meters)                     COMP
 GH0339  NAD 83(2011) Z  -  3,740,805.465 (meters)                     COMP
 GH0339  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 GH0339  DYNAMIC HEIGHT  -        320.083 (meters)     1050.14  (feet) COMP
 GH0339  MODELED GRAVITY -    979,717.4   (mgal)                       NAVD 88
 GH0339
 GH0339  VERT ORDER      -  SECOND    CLASS 0
 GH0339
 GH0339  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GH0339  Standards:
 GH0339         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GH0339            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GH0339  -------------------------------------------------------------------
 GH0339  NETWORK    1.55   3.90           0.70   0.55   1.99     -0.12593297
 GH0339  -------------------------------------------------------------------
 GH0339  Click here for local accuracies and other accuracy information.
 GH0339
 GH0339.The horizontal coordinates were established by GPS observations
 GH0339.and adjusted by the National Geodetic Survey in June 2012.
 GH0339
 GH0339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GH0339.been affixed to the stable North American tectonic plate. See 
 GH0339.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GH0339
 GH0339.The horizontal coordinates are valid at the epoch date displayed above
 GH0339.which is a decimal equivalence of Year/Month/Day.
 GH0339
 GH0339.No horizontal observational check was made to the station.
 GH0339
 GH0339.The orthometric height was determined by differential leveling and
 GH0339.adjusted by the NATIONAL GEODETIC SURVEY
 GH0339.in June 1991.
 GH0339
 GH0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0339.GEOID18 height accuracy estimate available here.
 GH0339
 GH0339.Click photographs - Photos may exist for this station.
 GH0339
 GH0339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GH0339
 GH0339.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0339
 GH0339.The ellipsoidal height was determined by GPS observations
 GH0339.and is referenced to NAD 83.
 GH0339
 GH0339.The dynamic height is computed by dividing the NAVD 88
 GH0339.geopotential number by the normal gravity value computed on the
 GH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0339.degrees latitude (g = 980.6199 gals.).
 GH0339
 GH0339.The modeled gravity was interpolated from observed gravity values.
 GH0339
 GH0339. The following values were computed from the NAD 83(2011) position.
 GH0339
 GH0339;                    North         East     Units Scale Factor Converg.
 GH0339;SPC OK N     -   126,520.854   655,629.185   MT  0.99994553   +0 21 53.2
 GH0339;SPC OK N     -   415,093.84  2,151,010.08   sFT  0.99994553   +0 21 53.2
 GH0339;UTM  14      - 4,000,546.863   645,585.802   MT  0.99986116   +0 57 16.0
 GH0339
 GH0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0339!SPC OK N     -   0.99995413  x   0.99994553  =   0.99989967
 GH0339!UTM  14      -   0.99995413  x   0.99986116  =   0.99981530
 GH0339
 GH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4558500546(NAD 83)
 GH0339
 GH0339                          SUPERSEDED SURVEY CONTROL
 GH0339
 GH0339  NAD 83(2007)-  36 08 19.37908(N)    097 22 54.83377(W) AD(2002.00) 0
 GH0339  ELLIP H (02/10/07)  292.269  (m)                       GP(2002.00)    
 GH0339  NAD 83(1993)-  36 08 19.37899(N)    097 22 54.83398(W) AD(       ) 1
 GH0339  ELLIP H (03/07/02)  292.256  (m)                       GP(       ) 4 2
 GH0339  NAVD 88             320.37   (m)         1051.1    (f) LEVELING    3  
 GH0339  NGVD 29 (??/??/92)  320.241  (m)         1050.66   (f) ADJ UNCH    2 0
 GH0339
 GH0339.Superseded values are not recommended for survey control.
 GH0339
 GH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0339.See file dsdata.pdf to determine how the superseded data were derived.
 GH0339
 GH0339_MARKER: DB = BENCH MARK DISK
 GH0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0339_STAMPING: Z 144 1934
 GH0339_MARK LOGO: CGS
 GH0339_PROJECTION: PROJECTING 5 CENTIMETERS
 GH0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0339+STABILITY: SURFACE MOTION
 GH0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GH0339+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2001
 GH0339
 GH0339  HISTORY     - Date     Condition        Report By
 GH0339  HISTORY     - 1934     MONUMENTED       CGS
 GH0339  HISTORY     - 1988     GOOD             USPSQD
 GH0339  HISTORY     - 20010506 GOOD             MSAM
 GH0339
 GH0339                          STATION DESCRIPTION
 GH0339
 GH0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0339'0.7 MI S FROM ORLANDO.
 GH0339'0.7 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GH0339'FROM THE STATION AT ORLANDO, 0.5 MILE SOUTH OF MILEPOST 333,
 GH0339'AT A FARM-ROAD CROSSING, 52.8 FEET NORTHEAST OF THE CENTER OF THE
 GH0339'CROSSING, 47.7 FEET EAST OF THE CENTERLINE OF THE TRACK. 15.1
 GH0339'FEET NORTH OF THE NORTH END OF AN IRON GATE, 13.1 FEET NORTHEAST
 GH0339'OF A POLE, AND 2.1 FEET WEST OF A FENCE PARALLELING THE TRACK.
 GH0339'A STANDARD DISK, STAMPED Z 144 1934 AND SET IN THE TOP OF A
 GH0339'CONCRETE POST.
 GH0339
 GH0339                          STATION RECOVERY (1988)
 GH0339
 GH0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GH0339'RECOVERED IN GOOD CONDITION.
 GH0339
 GH0339                          STATION RECOVERY (2001)
 GH0339
 GH0339'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 GH0339'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (WWS)
 GH0339'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) NORTH OF MULHALL,
 GH0339'OKLAHOMA, 1.1
 GH0339'KM (0.7 MI) SOUTH OF ORLANDO, OKLAHOMA EAST OF U.S. HIGHWAY 77 AND
 GH0339'EAST OF
 GH0339'THE BURLINGTON NORTHERN AND SANTA FE RAILROAD.
 GH0339'
 GH0339'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 177 AND
 GH0339'STATE
 GH0339'HIGHWAY 51 IN STILLWATER, OKLAHOMA, GO WEST ON STATE HIGHWAY 51 FOR
 GH0339'31.9
 GH0339'KM (19.8 MI) TO THE INTERSECTION OF U.S. HIGHWAY 77 SOUTH AND STATE
 GH0339'HIGHWAY
 GH0339'51. CONTINUE WEST ON STATE HIGHWAY 51 FOR 0.6 KM (0.4 MI) CROSSING
 GH0339'UNDER A
 GH0339'STEEL BRIDGE, TO THE INTERSECTION OF U.S. HIGHWAY 77 NORTH AND STATE
 GH0339'HIGHWAY 51. TURN RIGHT, NORTH, ON U.S. HIGHWAY 77 FOR 3.0 KM (1.9 MI)
 GH0339'TO THE
 GH0339'INTERSECTION OF A FIELD ACCESS ROAD AND U.S. HIGHWAY 77. TURN RIGHT,
 GH0339'EAST,
 GH0339'FOR 0.1 KM (0.06 MI) CROSSING THE RAILROAD TRACKS TO THE STATION ON
 GH0339'THE
 GH0339'LEFT, NORTH.
 GH0339'
 GH0339'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BRASS BENCH MARK DISK SET
 GH0339'IN
 GH0339'THE TOP CENTER OF A CONCRETE POST. IT IS 13.8 M (45.2 FT) EAST AND
 GH0339'PERPENDICULAR TO THE EAST RAIL OF RAILROAD TRACKS, 4.0 M (13.1 FT)
 GH0339'NORTH-NORTHWEST OF A NAIL AND SHINER IN WOOD UTILITY POLE AND 1.0 M
 GH0339'(3.3
 GH0339'FT) NORTH OF A IRON POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0605 ***********************************************************************
 FJ0605  DESIGNATION -  Z 146
 FJ0605  PID         -  FJ0605
 FJ0605  STATE/COUNTY-  OK/LOGAN
 FJ0605  COUNTRY     -  US
 FJ0605  USGS QUAD   -  NAVINA (2018)
 FJ0605
 FJ0605                         *CURRENT SURVEY CONTROL
 FJ0605  ______________________________________________________________________
 FJ0605* NAD 83(1986) POSITION- 35 47 54.     (N) 097 30 49.     (W)   SCALED
 FJ0605* NAVD 88 ORTHO HEIGHT -   296.541 (meters)      972.90  (feet) ADJUSTED
 FJ0605  ______________________________________________________________________
 FJ0605  GEOID HEIGHT    -        -27.505 (meters)                     GEOID18
 FJ0605  DYNAMIC HEIGHT  -        296.267 (meters)      972.00  (feet) COMP
 FJ0605  MODELED GRAVITY -    979,699.6   (mgal)                       NAVD 88
 FJ0605
 FJ0605  VERT ORDER      -  SECOND    CLASS 0
 FJ0605
 FJ0605.The horizontal coordinates were scaled from a map and have
 FJ0605.an estimated accuracy of +/- 6 seconds.
 FJ0605
 FJ0605.The orthometric height was determined by differential leveling and
 FJ0605.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0605.in June 1991.
 FJ0605
 FJ0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0605.GEOID18 height accuracy estimate available here.
 FJ0605
 FJ0605.Click photographs - Photos may exist for this station.
 FJ0605
 FJ0605.The dynamic height is computed by dividing the NAVD 88
 FJ0605.geopotential number by the normal gravity value computed on the
 FJ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0605.degrees latitude (g = 980.6199 gals.).
 FJ0605
 FJ0605.The modeled gravity was interpolated from observed gravity values.
 FJ0605
 FJ0605;                    North         East    Units  Estimated Accuracy
 FJ0605;SPC OK N     -    88,690.      643,960.      MT  (+/- 180 meters Scaled)
 FJ0605
 FJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE343626(NAD 83)
 FJ0605
 FJ0605                          SUPERSEDED SURVEY CONTROL
 FJ0605
 FJ0605  NGVD 29 (??/??/92)  296.408  (m)          972.47   (f) ADJ UNCH    2 0
 FJ0605
 FJ0605.Superseded values are not recommended for survey control.
 FJ0605
 FJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0605.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0605
 FJ0605_MARKER: DB = BENCH MARK DISK
 FJ0605_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FJ0605_STAMPING: Z 146 1934
 FJ0605_MARK LOGO: CGS
 FJ0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ0605
 FJ0605  HISTORY     - Date     Condition        Report By
 FJ0605  HISTORY     - 1934     MONUMENTED       CGS
 FJ0605  HISTORY     - 1969     GOOD             CGS
 FJ0605
 FJ0605                          STATION DESCRIPTION
 FJ0605
 FJ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0605'1.6 MI W FROM SEWARD.
 FJ0605'FROM RY. STATION, ALONG CASHION TO SEWARD ROAD.  46.5 FEET
 FJ0605'NORTHEAST OF CENTERLINE OF INTERSECTION OF COUNTY ROADS, 35.7
 FJ0605'FEET NORTH OF CENTERLINE OF CASHION TO SEWARD COUNTY ROAD, 31.6
 FJ0605'FEET EAST OF CENTERLINE OF COUNTY ROAD RUNNING NORTH-SOUTH, 3.4
 FJ0605'FEET NORTH OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 FJ0605
 FJ0605                          STATION RECOVERY (1969)
 FJ0605
 FJ0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FJ0605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0606 ***********************************************************************
 FJ0606  DESIGNATION -  Z 146 RESET
 FJ0606  PID         -  FJ0606
 FJ0606  STATE/COUNTY-  OK/LOGAN
 FJ0606  COUNTRY     -  US
 FJ0606  USGS QUAD   -  NAVINA (2018)
 FJ0606
 FJ0606                         *CURRENT SURVEY CONTROL
 FJ0606  ______________________________________________________________________
 FJ0606* NAD 83(1986) POSITION- 35 47 53.     (N) 097 30 49.     (W)   SCALED
 FJ0606* NAVD 88 ORTHO HEIGHT -   296.58  (meters)      973.0   (feet) RESET
 FJ0606  ______________________________________________________________________
 FJ0606  GEOID HEIGHT    -        -27.505 (meters)                     GEOID18
 FJ0606  VERT ORDER      -  THIRD
 FJ0606
 FJ0606.The horizontal coordinates were scaled from a map and have
 FJ0606.an estimated accuracy of +/- 6 seconds.
 FJ0606
 FJ0606.The orthometric height was computed from unverified reset data.
 FJ0606
 FJ0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0606.GEOID18 height accuracy estimate available here.
 FJ0606
 FJ0606.Click photographs - Photos may exist for this station.
 FJ0606
 FJ0606;                    North         East    Units  Estimated Accuracy
 FJ0606;SPC OK N     -    88,660.      643,960.      MT  (+/- 180 meters Scaled)
 FJ0606
 FJ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE343625(NAD 83)
 FJ0606
 FJ0606                          SUPERSEDED SURVEY CONTROL
 FJ0606
 FJ0606.No superseded survey control is available for this station.
 FJ0606
 FJ0606_MARKER: DB = BENCH MARK DISK
 FJ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0606_STAMPING: Z 146 RESET 1940
 FJ0606_MARK LOGO: CGS
 FJ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0606+STABILITY: SURFACE MOTION
 FJ0606
 FJ0606  HISTORY     - Date     Condition        Report By
 FJ0606  HISTORY     - 1940     MONUMENTED       CGS
 FJ0606
 FJ0606                          STATION DESCRIPTION
 FJ0606
 FJ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FJ0606'1.6 MI W FROM SEWARD.
 FJ0606'ABOUT 1.6 MILES WEST ALONG CASHION ROAD FROM THE ATCHISON, TOPEKA
 FJ0606'AND SANTE FE RAILROAD STATION AT SEWARD, IN SOUTHWEST CORNER OF
 FJ0606'SECTION 3, T 15 N, R 3 W, 65 FEET NORTH OF THE CENTER LINE OF
 FJ0606'THE ROAD, 2 FEET WEST OF THE EAST RIGHT-OF-WAY OF THE NORTH-SOUTH
 FJ0606'ROAD, AND IS PRESUMED TO BE SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0099 ***********************************************************************
 FJ0099  DESIGNATION -  Z 147
 FJ0099  PID         -  FJ0099
 FJ0099  STATE/COUNTY-  OK/POTTAWATOMIE
 FJ0099  COUNTRY     -  US
 FJ0099  USGS QUAD   -  EARLSBORO (2018)
 FJ0099
 FJ0099                         *CURRENT SURVEY CONTROL
 FJ0099  ______________________________________________________________________
 FJ0099* NAD 83(1986) POSITION- 35 17 10.     (N) 096 48 47.     (W)   SCALED
 FJ0099* NAVD 88 ORTHO HEIGHT -   338.021 (meters)     1108.99  (feet) ADJUSTED
 FJ0099  ______________________________________________________________________
 FJ0099  GEOID HEIGHT    -        -27.183 (meters)                     GEOID18
 FJ0099  DYNAMIC HEIGHT  -        337.700 (meters)     1107.94  (feet) COMP
 FJ0099  MODELED GRAVITY -    979,674.0   (mgal)                       NAVD 88
 FJ0099
 FJ0099  VERT ORDER      -  SECOND    CLASS 0
 FJ0099
 FJ0099.The horizontal coordinates were scaled from a map and have
 FJ0099.an estimated accuracy of +/- 6 seconds.
 FJ0099
 FJ0099.The orthometric height was determined by differential leveling and
 FJ0099.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0099.in June 1991.
 FJ0099
 FJ0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0099.GEOID18 height accuracy estimate available here.
 FJ0099
 FJ0099.Click photographs - Photos may exist for this station.
 FJ0099
 FJ0099.The dynamic height is computed by dividing the NAVD 88
 FJ0099.geopotential number by the normal gravity value computed on the
 FJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0099.degrees latitude (g = 980.6199 gals.).
 FJ0099
 FJ0099.The modeled gravity was interpolated from observed gravity values.
 FJ0099
 FJ0099;                    North         East    Units  Estimated Accuracy
 FJ0099;SPC OK S     -   217,250.      707,970.      MT  (+/- 180 meters Scaled)
 FJ0099
 FJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE988069(NAD 83)
 FJ0099
 FJ0099                          SUPERSEDED SURVEY CONTROL
 FJ0099
 FJ0099  NGVD 29 (??/??/92)  337.930  (m)         1108.69   (f) ADJ UNCH    2 0
 FJ0099
 FJ0099.Superseded values are not recommended for survey control.
 FJ0099
 FJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0099.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0099
 FJ0099_MARKER: DB = BENCH MARK DISK
 FJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0099_STAMPING: Z 147 1934
 FJ0099_MARK LOGO: CGS
 FJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0099+STABILITY: SURFACE MOTION
 FJ0099
 FJ0099  HISTORY     - Date     Condition        Report By
 FJ0099  HISTORY     - 1934     MONUMENTED       CGS
 FJ0099
 FJ0099                          STATION DESCRIPTION
 FJ0099
 FJ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0099'1.6 MI NW FROM EARLSBORO.
 FJ0099'1.6 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0099'RAILWAY FROM THE STATION AT EARLSBORO, POTTAWATOMIE COUNTY,
 FJ0099'9.1 FEET SOUTHWEST OF POLE 441+15, 0.3 MILE WEST OF A PAVED
 FJ0099'COUNTY-ROAD CROSSING, 43.9 FEET SOUTH OF THE CENTERLINE OF THE
 FJ0099'TRACK, 16 FEET NORTH OF A ROW OF POLES, AND 1 FOOT NORTH OF A
 FJ0099'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED Z 147
 FJ0099'1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0286 ***********************************************************************
 EL0286  DESIGNATION -  Z 148
 EL0286  PID         -  EL0286
 EL0286  STATE/COUNTY-  OK/SEMINOLE
 EL0286  COUNTRY     -  US
 EL0286  USGS QUAD   -  VAMOOSA (2018)
 EL0286
 EL0286                         *CURRENT SURVEY CONTROL
 EL0286  ______________________________________________________________________
 EL0286* NAD 83(1986) POSITION- 34 55 26.02   (N) 096 44 26.55   (W)   HD_HELD1
 EL0286* NAVD 88 ORTHO HEIGHT -   267.546 (meters)      877.77  (feet) ADJUSTED
 EL0286  ______________________________________________________________________
 EL0286  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 EL0286  DYNAMIC HEIGHT  -        267.288 (meters)      876.93  (feet) COMP
 EL0286  MODELED GRAVITY -    979,662.7   (mgal)                       NAVD 88
 EL0286
 EL0286  VERT ORDER      -  SECOND    CLASS 0
 EL0286
 EL0286.The horizontal coordinates were determined by differentially corrected
 EL0286.hand held GPS observations or other comparable positioning techniques
 EL0286.and have an estimated accuracy of +/- 3 meters.
 EL0286
 EL0286.The orthometric height was determined by differential leveling and
 EL0286.adjusted by the NATIONAL GEODETIC SURVEY
 EL0286.in June 1991.
 EL0286
 EL0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0286.GEOID18 height accuracy estimate available here.
 EL0286
 EL0286.Click photographs - Photos may exist for this station.
 EL0286
 EL0286.The dynamic height is computed by dividing the NAVD 88
 EL0286.geopotential number by the normal gravity value computed on the
 EL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0286.degrees latitude (g = 980.6199 gals.).
 EL0286
 EL0286.The modeled gravity was interpolated from observed gravity values.
 EL0286
 EL0286;                    North         East    Units  Estimated Accuracy
 EL0286;SPC OK S     -   177,150.1     715,056.4     MT  (+/- 3 meters HH1 GPS) 
 EL0286
 EL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD0637366933(NAD 83)
 EL0286
 EL0286                          SUPERSEDED SURVEY CONTROL
 EL0286
 EL0286  NGVD 29 (??/??/92)  267.457  (m)          877.48   (f) ADJ UNCH    2 0
 EL0286
 EL0286.Superseded values are not recommended for survey control.
 EL0286
 EL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0286.See file dsdata.pdf to determine how the superseded data were derived.
 EL0286
 EL0286_MARKER: DB = BENCH MARK DISK
 EL0286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0286_STAMPING: Z 148 1934
 EL0286_MARK LOGO: CGS
 EL0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0286+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2017
 EL0286
 EL0286  HISTORY     - Date     Condition        Report By
 EL0286  HISTORY     - 1934     MONUMENTED       CGS
 EL0286  HISTORY     - 20170615 GOOD             OKDOT
 EL0286
 EL0286                          STATION DESCRIPTION
 EL0286
 EL0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0286'2.7 MI S FROM KONAWA.
 EL0286'2.7 MILES SOUTH OF, ALONG OKLA. CITY, ADA, ATOKA RY FROM STATION
 EL0286'ABOUT 0.2 MILE NORTHWEST OF M.P. 72, ABOUT 300 FEET NORTHWEST
 EL0286'OF RAILROAD OVER-HEAD BRIDGE 74/8 OVER COUNTYROAD, 54.1 FEET
 EL0286'NORTHEAST OF CENTERLINE OF O.C.A.A.RY., 11 FEET WEST OF TELEPHONE
 EL0286'POLE, 1.5 FEET NORTHEAST OF FENCE PARALLELING RY.  TABLET SET
 EL0286'IN PRECAST CONCRETE POST.
 EL0286
 EL0286                          STATION RECOVERY (2017)
 EL0286
 EL0286'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2017 (EAM)
 EL0286'THE MARK IS NOT STABLE ENOUGH FOR GPS OBSERVATION.  THIS MONUMENT IS
 EL0286'TREE CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0087 ***********************************************************************
 FJ0087  DESIGNATION -  Z 149
 FJ0087  PID         -  FJ0087
 FJ0087  STATE/COUNTY-  OK/HUGHES
 FJ0087  COUNTRY     -  US
 FJ0087  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0087
 FJ0087                         *CURRENT SURVEY CONTROL
 FJ0087  ______________________________________________________________________
 FJ0087* NAD 83(1986) POSITION- 35 04 20.     (N) 096 23 30.     (W)   SCALED
 FJ0087* NAVD 88 ORTHO HEIGHT -   264.368 (meters)      867.35  (feet) ADJUSTED
 FJ0087  ______________________________________________________________________
 FJ0087  GEOID HEIGHT    -        -27.892 (meters)                     GEOID18
 FJ0087  DYNAMIC HEIGHT  -        264.111 (meters)      866.50  (feet) COMP
 FJ0087  MODELED GRAVITY -    979,656.2   (mgal)                       NAVD 88
 FJ0087
 FJ0087  VERT ORDER      -  SECOND    CLASS 0
 FJ0087
 FJ0087.The horizontal coordinates were scaled from a map and have
 FJ0087.an estimated accuracy of +/- 6 seconds.
 FJ0087
 FJ0087.The orthometric height was determined by differential leveling and
 FJ0087.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0087.in June 1991.
 FJ0087
 FJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0087.GEOID18 height accuracy estimate available here.
 FJ0087
 FJ0087.Click photographs - Photos may exist for this station.
 FJ0087
 FJ0087.The dynamic height is computed by dividing the NAVD 88
 FJ0087.geopotential number by the normal gravity value computed on the
 FJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0087.degrees latitude (g = 980.6199 gals.).
 FJ0087
 FJ0087.The modeled gravity was interpolated from observed gravity values.
 FJ0087
 FJ0087;                    North         East    Units  Estimated Accuracy
 FJ0087;SPC OK S     -   194,060.      746,680.      MT  (+/- 180 meters Scaled)
 FJ0087
 FJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD378841(NAD 83)
 FJ0087
 FJ0087                          SUPERSEDED SURVEY CONTROL
 FJ0087
 FJ0087  NGVD 29 (??/??/92)  264.251  (m)          866.96   (f) ADJ UNCH    2 0
 FJ0087
 FJ0087.Superseded values are not recommended for survey control.
 FJ0087
 FJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0087.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0087
 FJ0087_MARKER: DB = BENCH MARK DISK
 FJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0087_STAMPING: Z 149 1934
 FJ0087_MARK LOGO: CGS
 FJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0087+STABILITY: SURFACE MOTION
 FJ0087
 FJ0087  HISTORY     - Date     Condition        Report By
 FJ0087  HISTORY     - 1934     MONUMENTED       CGS
 FJ0087
 FJ0087                          STATION DESCRIPTION
 FJ0087
 FJ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0087'1.1 MI SE FROM HOLDENVILLE.
 FJ0087'1.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0087'RAILWAY FROM THE STATION AT HOLDENVILLE, HUGHES COUNTY, 800
 FJ0087'YARDS SOUTHEAST OF MILEPOST 410, 50 FEET SOUTHWEST OF THE CENTER
 FJ0087'OF A ROAD CROSSING, 32.5 FEET SOUTHWEST OF THE CROSSING SIGN,
 FJ0087'32 FEET SOUTHEAST OF THE CENTERLINE OF A COUNTY ROAD, 11.3 FEET
 FJ0087'SOUTH OF A POLE, AND 1.1 FEET SOUTHWEST OF A FENCE PARALLELING
 FJ0087'THE TRACK.  A STANDARD DISK, STAMPED Z 149 1934 AND SET IN THE
 FJ0087'TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0043 ***********************************************************************
 EL0043  DESIGNATION -  Z 15
 EL0043  PID         -  EL0043
 EL0043  STATE/COUNTY-  OK/ATOKA
 EL0043  COUNTRY     -  US
 EL0043  USGS QUAD   -  COALGATE SE (2019)
 EL0043
 EL0043                         *CURRENT SURVEY CONTROL
 EL0043  ______________________________________________________________________
 EL0043* NAD 83(1986) POSITION- 34 31 32.16   (N) 096 01 56.10   (W)   HD_HELD1
 EL0043* NAVD 88 ORTHO HEIGHT -   197.110 (meters)      646.69  (feet) ADJUSTED
 EL0043  ______________________________________________________________________
 EL0043  GEOID HEIGHT    -        -28.833 (meters)                     GEOID18
 EL0043  DYNAMIC HEIGHT  -        196.906 (meters)      646.02  (feet) COMP
 EL0043  MODELED GRAVITY -    979,599.3   (mgal)                       NAVD 88
 EL0043
 EL0043  VERT ORDER      -  FIRST     CLASS II
 EL0043
 EL0043.The horizontal coordinates were determined by differentially corrected
 EL0043.hand held GPS observations or other comparable positioning techniques
 EL0043.and have an estimated accuracy of +/- 3 meters.
 EL0043
 EL0043.The orthometric height was determined by differential leveling and
 EL0043.adjusted by the NATIONAL GEODETIC SURVEY
 EL0043.in June 1991.
 EL0043
 EL0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0043.GEOID18 height accuracy estimate available here.
 EL0043
 EL0043.Click photographs - Photos may exist for this station.
 EL0043
 EL0043.The dynamic height is computed by dividing the NAVD 88
 EL0043.geopotential number by the normal gravity value computed on the
 EL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0043.degrees latitude (g = 980.6199 gals.).
 EL0043
 EL0043.The modeled gravity was interpolated from observed gravity values.
 EL0043
 EL0043;                    North         East    Units  Estimated Accuracy
 EL0043;SPC OK S     -   134,010.8     780,639.9     MT  (+/- 3 meters HH1 GPS) 
 EL0043
 EL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7240924436(NAD 83)
 EL0043
 EL0043                          SUPERSEDED SURVEY CONTROL
 EL0043
 EL0043  NGVD 29 (??/??/92)  197.015  (m)          646.37   (f) ADJ UNCH    1 2
 EL0043
 EL0043.Superseded values are not recommended for survey control.
 EL0043
 EL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0043.See file dsdata.pdf to determine how the superseded data were derived.
 EL0043
 EL0043_MARKER: DB = BENCH MARK DISK
 EL0043_STAMPING: Z 15 1933
 EL0043_MARK LOGO: CGS
 EL0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0043
 EL0043  HISTORY     - Date     Condition        Report By
 EL0043  HISTORY     - 1933     MONUMENTED       CGS
 EL0043  HISTORY     - 1934     GOOD             CGS
 EL0043
 EL0043                          STATION DESCRIPTION
 EL0043
 EL0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EL0043'AT FLORA.
 EL0043'AT FLORA SWITCH, 4.36 MILES NORTH OF STRINGTOWN ON THE M-K-T
 EL0043'RAILROAD, ABOUT 0.5 MILE NORTH OF MILE POLE 599, 1100 FEET NORTH
 EL0043'OF SEMAPHORES MARKED 598.6, 598.7, 100 FEET SOUTH OF FLORA
 EL0043'SIGN BOARD, AND 40 FEET WEST OF THE WEST TRACKS.
 EL0043
 EL0043                          STATION RECOVERY (1934)
 EL0043
 EL0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EL0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0041 ***********************************************************************
 EL0041  DESIGNATION -  Z 150
 EL0041  PID         -  EL0041
 EL0041  STATE/COUNTY-  OK/PITTSBURG
 EL0041  COUNTRY     -  US
 EL0041  USGS QUAD   -  STUART (2018)
 EL0041
 EL0041                         *CURRENT SURVEY CONTROL
 EL0041  ______________________________________________________________________
 EL0041* NAD 83(1986) POSITION- 34 53 16.     (N) 096 00 53.     (W)   SCALED
 EL0041* NAVD 88 ORTHO HEIGHT -   211.833 (meters)      694.99  (feet) ADJUSTED
 EL0041  ______________________________________________________________________
 EL0041  GEOID HEIGHT    -        -29.119 (meters)                     GEOID18
 EL0041  DYNAMIC HEIGHT  -        211.620 (meters)      694.29  (feet) COMP
 EL0041  MODELED GRAVITY -    979,625.9   (mgal)                       NAVD 88
 EL0041
 EL0041  VERT ORDER      -  SECOND    CLASS 0
 EL0041
 EL0041.The horizontal coordinates were scaled from a map and have
 EL0041.an estimated accuracy of +/- 6 seconds.
 EL0041
 EL0041.The orthometric height was determined by differential leveling and
 EL0041.adjusted by the NATIONAL GEODETIC SURVEY
 EL0041.in June 1991.
 EL0041
 EL0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0041.GEOID18 height accuracy estimate available here.
 EL0041
 EL0041.Click photographs - Photos may exist for this station.
 EL0041
 EL0041.The dynamic height is computed by dividing the NAVD 88
 EL0041.geopotential number by the normal gravity value computed on the
 EL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0041.degrees latitude (g = 980.6199 gals.).
 EL0041
 EL0041.The modeled gravity was interpolated from observed gravity values.
 EL0041
 EL0041;                    North         East    Units  Estimated Accuracy
 EL0041;SPC OK S     -   174,210.      781,460.      MT  (+/- 180 meters Scaled)
 EL0041
 EL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD728646(NAD 83)
 EL0041
 EL0041                          SUPERSEDED SURVEY CONTROL
 EL0041
 EL0041  NGVD 29 (??/??/92)  211.718  (m)          694.61   (f) ADJ UNCH    2 0
 EL0041
 EL0041.Superseded values are not recommended for survey control.
 EL0041
 EL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0041.See file dsdata.pdf to determine how the superseded data were derived.
 EL0041
 EL0041_MARKER: DB = BENCH MARK DISK
 EL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0041_STAMPING: Z 150 1934
 EL0041_MARK LOGO: CGS
 EL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0041+STABILITY: SURFACE MOTION
 EL0041
 EL0041  HISTORY     - Date     Condition        Report By
 EL0041  HISTORY     - 1934     MONUMENTED       CGS
 EL0041  HISTORY     - 1969     GOOD             CGS
 EL0041
 EL0041                          STATION DESCRIPTION
 EL0041
 EL0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0041'IN PITTSBURG COUNTY, 5.2 MILES EAST ALONG THE CHICAGO, ROCK
 EL0041'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT STUART, HUGHES
 EL0041'COUNTY, 3.9 MILES WEST OF THE STATON AT HAYWOOD, 0.5 MILE WEST
 EL0041'OF MILEPOST 381, AT A FARM-ROAD CROSSING, 22 FEET WEST OF THE
 EL0041'CENTERLINE OF THE ROAD, 49.7 FEET SOUTH OF THE CENTERLINE OF THE
 EL0041'TRACK, 12.7 FEET WEST OF THE WEST END OF AN IRON GATE, 5.9 FEET
 EL0041'NORTHWEST OF A 20-INCH OAK TREE, AND 1.6 FEET NORTH OF THE FENCE
 EL0041'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED Z 150 1934 AND
 EL0041'SET IN THE TOP OF A CONCRETE POST.
 EL0041
 EL0041                          STATION RECOVERY (1969)
 EL0041
 EL0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EL0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0011 ***********************************************************************
 EM0011  DESIGNATION -  Z 152
 EM0011  PID         -  EM0011
 EM0011  STATE/COUNTY-  OK/COMANCHE
 EM0011  COUNTRY     -  US
 EM0011  USGS QUAD   -  FORT SILL (2018)
 EM0011
 EM0011                         *CURRENT SURVEY CONTROL
 EM0011  ______________________________________________________________________
 EM0011* NAD 83(1986) POSITION- 34 44 20.98   (N) 098 23 36.74   (W)   HD_HELD1
 EM0011* NAVD 88 ORTHO HEIGHT -   349.200 (meters)     1145.67  (feet) ADJUSTED
 EM0011  ______________________________________________________________________
 EM0011  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 EM0011  DYNAMIC HEIGHT  -        348.849 (meters)     1144.52  (feet) COMP
 EM0011  MODELED GRAVITY -    979,620.0   (mgal)                       NAVD 88
 EM0011
 EM0011  VERT ORDER      -  SECOND    CLASS 0
 EM0011
 EM0011.The horizontal coordinates were determined by differentially corrected
 EM0011.hand held GPS observations or other comparable positioning techniques
 EM0011.and have an estimated accuracy of +/- 3 meters.
 EM0011
 EM0011.The orthometric height was determined by differential leveling and
 EM0011.adjusted by the NATIONAL GEODETIC SURVEY
 EM0011.in June 1991.
 EM0011
 EM0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0011.GEOID18 height accuracy estimate available here.
 EM0011
 EM0011.Click photographs - Photos may exist for this station.
 EM0011
 EM0011.The dynamic height is computed by dividing the NAVD 88
 EM0011.geopotential number by the normal gravity value computed on the
 EM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0011.degrees latitude (g = 980.6199 gals.).
 EM0011
 EM0011.The modeled gravity was interpolated from observed gravity values.
 EM0011
 EM0011;                    North         East    Units  Estimated Accuracy
 EM0011;SPC OK S     -   156,009.9     563,963.2     MT  (+/- 3 meters HH1 GPS) 
 EM0011
 EM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND5551544285(NAD 83)
 EM0011
 EM0011                          SUPERSEDED SURVEY CONTROL
 EM0011
 EM0011  NGVD 29 (??/??/92)  349.086  (m)         1145.29   (f) ADJ UNCH    2 0
 EM0011
 EM0011.Superseded values are not recommended for survey control.
 EM0011
 EM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0011.See file dsdata.pdf to determine how the superseded data were derived.
 EM0011
 EM0011_MARKER: DB = BENCH MARK DISK
 EM0011_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0011_STAMPING: Z 152 1934
 EM0011_MARK LOGO: CGS
 EM0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0011
 EM0011  HISTORY     - Date     Condition        Report By
 EM0011  HISTORY     - 1934     MONUMENTED       CGS
 EM0011  HISTORY     - 1963     GOOD             CGS
 EM0011  HISTORY     - 19960501 GOOD             OKDOT
 EM0011  HISTORY     - 20000202 GOOD             LOCSUR
 EM0011  HISTORY     - 20090728 POOR             INDIV
 EM0011
 EM0011                          STATION DESCRIPTION
 EM0011
 EM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0011'9.5 MI N FROM LAWTON.
 EM0011'ABOUT 9.5 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0011'RAILROAD FROM THE STATION AT LAWTON, COMANCHE COUNTY, 5.7 MILES NORTH
 EM0011'OF THE STATION AT FORT SILL, ABOUT 600 FEET SOUTH OF A OF THE SOUTH
 EM0011'END OF TRESTLE, AT A ROAD CROSSING, 49.4 FEET WEST OF THE WEST RAIL,
 EM0011'87.5 FEET EAST OF THE CENTER LINE OF US HIGHWAYS 62, 277 AND 281, 34.0
 EM0011'FEET NORTH OF THE CENTER OF ROAD, AND 1.8 FEET WEST OF A STEEL WITNESS
 EM0011'POST.  A STANDARD DISK, STAMPED Z 152 1934 AND SET IN THE TOP OF A 6 X
 EM0011'6 INCH CONCRETE POST PROJECTING ABOUT 11 INCHES AND REINFORCED WITH A
 EM0011'12 X 12 INCH CONCRETE FROM.
 EM0011
 EM0011                          STATION RECOVERY (1996)
 EM0011
 EM0011'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1996 (LDR)
 EM0011'RECOVERED AS DESCRIBED.
 EM0011
 EM0011                          STATION RECOVERY (2000)
 EM0011
 EM0011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0011'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0011'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED A GOOD GPS OCCUPATION
 EM0011'POINT, NO OBSTRUCTIONS.
 EM0011
 EM0011                          STATION RECOVERY (2009)
 EM0011
 EM0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DP)
 EM0011'MARK HAS BEEN HIT AND THE CAP IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0024 ***********************************************************************
 EM0024  DESIGNATION -  Z 153
 EM0024  PID         -  EM0024
 EM0024  STATE/COUNTY-  OK/CADDO
 EM0024  COUNTRY     -  US
 EM0024  USGS QUAD   -  APACHE (2018)
 EM0024
 EM0024                         *CURRENT SURVEY CONTROL
 EM0024  ______________________________________________________________________
 EM0024* NAD 83(1986) POSITION- 34 59 13.     (N) 098 17 10.     (W)   SCALED
 EM0024* NAVD 88 ORTHO HEIGHT -   399.334 (meters)     1310.15  (feet) ADJUSTED
 EM0024  ______________________________________________________________________
 EM0024  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 EM0024  DYNAMIC HEIGHT  -        398.923 (meters)     1308.80  (feet) COMP
 EM0024  MODELED GRAVITY -    979,595.4   (mgal)                       NAVD 88
 EM0024
 EM0024  VERT ORDER      -  SECOND    CLASS 0
 EM0024
 EM0024.The horizontal coordinates were scaled from a map and have
 EM0024.an estimated accuracy of +/- 6 seconds.
 EM0024
 EM0024.The orthometric height was determined by differential leveling and
 EM0024.adjusted by the NATIONAL GEODETIC SURVEY
 EM0024.in June 1991.
 EM0024
 EM0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0024.GEOID18 height accuracy estimate available here.
 EM0024
 EM0024.Click photographs - Photos may exist for this station.
 EM0024
 EM0024.The dynamic height is computed by dividing the NAVD 88
 EM0024.geopotential number by the normal gravity value computed on the
 EM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0024.degrees latitude (g = 980.6199 gals.).
 EM0024
 EM0024.The modeled gravity was interpolated from observed gravity values.
 EM0024
 EM0024;                    North         East    Units  Estimated Accuracy
 EM0024;SPC OK S     -   183,460.      573,880.      MT  (+/- 180 meters Scaled)
 EM0024
 EM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND651718(NAD 83)
 EM0024
 EM0024                          SUPERSEDED SURVEY CONTROL
 EM0024
 EM0024  NGVD 29 (??/??/92)  399.187  (m)         1309.67   (f) ADJ UNCH    2 0
 EM0024
 EM0024.Superseded values are not recommended for survey control.
 EM0024
 EM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0024.See file dsdata.pdf to determine how the superseded data were derived.
 EM0024
 EM0024_MARKER: DB = BENCH MARK DISK
 EM0024_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EM0024_STAMPING: Z 153 1934
 EM0024_MARK LOGO: CGS
 EM0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0024
 EM0024  HISTORY     - Date     Condition        Report By
 EM0024  HISTORY     - 1934     MONUMENTED       CGS
 EM0024  HISTORY     - 1963     GOOD             CGS
 EM0024  HISTORY     - 1976     MARK NOT FOUND   USGS
 EM0024
 EM0024                          STATION DESCRIPTION
 EM0024
 EM0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0024'2.7 MI NE FROM STECKER.
 EM0024'2.7 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EM0024'RAILROAD FROM STECKER, CADDO COUNTY, AT A SECTION LINE ROAD CROSSING,
 EM0024'95.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 27.0 FEET OF THE CENTER OF
 EM0024'THE ROAD, 5.5 FEET SOUTHEAST OF TELEPHONE POLE NO. HE 42 2810, 3.0
 EM0024'FEET SOUTHWEST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED Z 153
 EM0024'1934 AND SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING 1
 EM0024'INCH.  NOTE -- THIS MONUMENT IS SET IN SANDY GROUND AND APPEARS TO
 EM0024'HAVE UNCOVERED RECENTLY.
 EM0024
 EM0024                          STATION RECOVERY (1976)
 EM0024
 EM0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EM0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0071 ***********************************************************************
 FK0071  DESIGNATION -  Z 154
 FK0071  PID         -  FK0071
 FK0071  STATE/COUNTY-  OK/CADDO
 FK0071  COUNTRY     -  US
 FK0071  USGS QUAD   -  GEARY SOUTH (2018)
 FK0071
 FK0071                         *CURRENT SURVEY CONTROL
 FK0071  ______________________________________________________________________
 FK0071* NAD 83(1986) POSITION- 35 32 12.     (N) 098 20 02.     (W)   SCALED
 FK0071* NAVD 88 ORTHO HEIGHT -   443.796 (meters)     1456.02  (feet) ADJUSTED
 FK0071  ______________________________________________________________________
 FK0071  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FK0071  DYNAMIC HEIGHT  -        443.360 (meters)     1454.59  (feet) COMP
 FK0071  MODELED GRAVITY -    979,638.4   (mgal)                       NAVD 88
 FK0071
 FK0071  VERT ORDER      -  SECOND    CLASS 0
 FK0071
 FK0071.The horizontal coordinates were scaled from a map and have
 FK0071.an estimated accuracy of +/- 6 seconds.
 FK0071
 FK0071.The orthometric height was determined by differential leveling and
 FK0071.adjusted by the NATIONAL GEODETIC SURVEY
 FK0071.in June 1991.
 FK0071
 FK0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0071.GEOID18 height accuracy estimate available here.
 FK0071
 FK0071.Click photographs - Photos may exist for this station.
 FK0071
 FK0071.The dynamic height is computed by dividing the NAVD 88
 FK0071.geopotential number by the normal gravity value computed on the
 FK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0071.degrees latitude (g = 980.6199 gals.).
 FK0071
 FK0071.The modeled gravity was interpolated from observed gravity values.
 FK0071
 FK0071;                    North         East    Units  Estimated Accuracy
 FK0071;SPC OK S     -   244,470.      569,720.      MT  (+/- 180 meters Scaled)
 FK0071
 FK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE603327(NAD 83)
 FK0071
 FK0071                          SUPERSEDED SURVEY CONTROL
 FK0071
 FK0071  NGVD 29 (??/??/92)  443.615  (m)         1455.43   (f) ADJ UNCH    2 0
 FK0071
 FK0071.Superseded values are not recommended for survey control.
 FK0071
 FK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0071.See file dsdata.pdf to determine how the superseded data were derived.
 FK0071
 FK0071_MARKER: DB = BENCH MARK DISK
 FK0071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FK0071_SP_SET: PIER
 FK0071_STAMPING: Z 154 1934
 FK0071_MARK LOGO: CGS
 FK0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0071+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2020
 FK0071
 FK0071  HISTORY     - Date     Condition        Report By
 FK0071  HISTORY     - 1934     MONUMENTED       CGS
 FK0071  HISTORY     - 20200910 GOOD             OKDOT
 FK0071
 FK0071                          STATION DESCRIPTION
 FK0071
 FK0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0071'3.2 MI E FROM BRIDGEPORT.
 FK0071'BRONZE TABLET UNDER EAST END OF U.S. HWY. 66 BRIDGE AND OVERPASS,
 FK0071'TOP OF NORTH END OF BASE OF EAST CONCRETE BENT, 22 FEET EAST
 FK0071'OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK,
 FK0071'4.5 FEET ABOVE TOP OF RAIL.
 FK0071
 FK0071                          STATION RECOVERY (2020)
 FK0071
 FK0071'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2020 (JBG)
 FK0071'SET IN NORTH END OF THE EAST MOST BRIDGE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0297 ***********************************************************************
 EL0297  DESIGNATION -  Z 155
 EL0297  PID         -  EL0297
 EL0297  STATE/COUNTY-  OK/GARVIN
 EL0297  COUNTRY     -  US
 EL0297  USGS QUAD   -  HENNEPIN (2018)
 EL0297
 EL0297                         *CURRENT SURVEY CONTROL
 EL0297  ______________________________________________________________________
 EL0297* NAD 83(1986) POSITION- 34 31 12.     (N) 097 19 03.     (W)   SCALED
 EL0297* NAVD 88 ORTHO HEIGHT -   275.020 (meters)      902.29  (feet) ADJUSTED
 EL0297  ______________________________________________________________________
 EL0297  GEOID HEIGHT    -        -25.199 (meters)                     GEOID18
 EL0297  DYNAMIC HEIGHT  -        274.754 (meters)      901.42  (feet) COMP
 EL0297  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 EL0297
 EL0297  VERT ORDER      -  SECOND    CLASS 0
 EL0297
 EL0297.The horizontal coordinates were scaled from a map and have
 EL0297.an estimated accuracy of +/- 6 seconds.
 EL0297
 EL0297.The orthometric height was determined by differential leveling and
 EL0297.adjusted by the NATIONAL GEODETIC SURVEY
 EL0297.in June 1991.
 EL0297
 EL0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0297.GEOID18 height accuracy estimate available here.
 EL0297
 EL0297.Click photographs - Photos may exist for this station.
 EL0297
 EL0297.The dynamic height is computed by dividing the NAVD 88
 EL0297.geopotential number by the normal gravity value computed on the
 EL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0297.degrees latitude (g = 980.6199 gals.).
 EL0297
 EL0297.The modeled gravity was interpolated from observed gravity values.
 EL0297
 EL0297;                    North         East    Units  Estimated Accuracy
 EL0297;SPC OK S     -   131,840.      662,660.      MT  (+/- 180 meters Scaled)
 EL0297
 EL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD544211(NAD 83)
 EL0297
 EL0297                          SUPERSEDED SURVEY CONTROL
 EL0297
 EL0297  NGVD 29 (??/??/92)  274.945  (m)          902.05   (f) ADJ UNCH    2 0
 EL0297
 EL0297.Superseded values are not recommended for survey control.
 EL0297
 EL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0297.See file dsdata.pdf to determine how the superseded data were derived.
 EL0297
 EL0297_MARKER: DB = BENCH MARK DISK
 EL0297_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0297_STAMPING: Z 155 1934
 EL0297_MARK LOGO: CGS
 EL0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0297
 EL0297  HISTORY     - Date     Condition        Report By
 EL0297  HISTORY     - 1934     MONUMENTED       CGS
 EL0297  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EL0297
 EL0297                          STATION DESCRIPTION
 EL0297
 EL0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0297'11.6 MI W FROM DAVIS.
 EL0297'11.6 MILES WEST OF, ALONG STATE HWY. 22, 240 FEET SOUTH OF
 EL0297'CENTERLINE OF STATE HWY. 22, 22 FEET WEST OF CENTERLINE OF
 EL0297'GATEWAY AND CROSS ROAD, 17 FEET EAST OF HACKBERRY TREE 1.4 FT. IN
 EL0297'DIAMETER AT BASE, 16 FEET NORTHEAST OF CENTERLINE OF DIKE FOR
 EL0297'CIRCULAR RESERVOIR, 2.9 FEET NORTH OF FENCE.  TABLET SET IN PRECAST
 EL0297'CONCRETE POST
 EL0297
 EL0297                          STATION RECOVERY (2018)
 EL0297
 EL0297'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0179 ***********************************************************************
 EL0179  DESIGNATION -  Z 156
 EL0179  PID         -  EL0179
 EL0179  STATE/COUNTY-  OK/JOHNSTON
 EL0179  COUNTRY     -  US
 EL0179  USGS QUAD   -  TISHOMINGO (2018)
 EL0179
 EL0179                         *CURRENT SURVEY CONTROL
 EL0179  ______________________________________________________________________
 EL0179* NAD 83(1986) POSITION- 34 13 39.     (N) 096 39 11.     (W)   SCALED
 EL0179* NAVD 88 ORTHO HEIGHT -   209.618 (meters)      687.72  (feet) ADJUSTED
 EL0179  ______________________________________________________________________
 EL0179  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 EL0179  DYNAMIC HEIGHT  -        209.413 (meters)      687.05  (feet) COMP
 EL0179  MODELED GRAVITY -    979,651.6   (mgal)                       NAVD 88
 EL0179
 EL0179  VERT ORDER      -  SECOND    CLASS 0
 EL0179
 EL0179.The horizontal coordinates were scaled from a map and have
 EL0179.an estimated accuracy of +/- 6 seconds.
 EL0179
 EL0179.The orthometric height was determined by differential leveling and
 EL0179.adjusted by the NATIONAL GEODETIC SURVEY
 EL0179.in June 1991.
 EL0179
 EL0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0179.GEOID18 height accuracy estimate available here.
 EL0179
 EL0179.Click photographs - Photos may exist for this station.
 EL0179
 EL0179.The dynamic height is computed by dividing the NAVD 88
 EL0179.geopotential number by the normal gravity value computed on the
 EL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0179.degrees latitude (g = 980.6199 gals.).
 EL0179
 EL0179.The modeled gravity was interpolated from observed gravity values.
 EL0179
 EL0179;                    North         East    Units  Estimated Accuracy
 EL0179;SPC OK S     -   100,010.      724,100.      MT  (+/- 180 meters Scaled)
 EL0179
 EL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC161898(NAD 83)
 EL0179
 EL0179                          SUPERSEDED SURVEY CONTROL
 EL0179
 EL0179  NGVD 29 (??/??/92)  209.576  (m)          687.58   (f) ADJ UNCH    2 0
 EL0179
 EL0179.Superseded values are not recommended for survey control.
 EL0179
 EL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0179.See file dsdata.pdf to determine how the superseded data were derived.
 EL0179
 EL0179_MARKER: DB = BENCH MARK DISK
 EL0179_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EL0179_STAMPING: Z 156 1934
 EL0179_MARK LOGO: CGS
 EL0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0179
 EL0179  HISTORY     - Date     Condition        Report By
 EL0179  HISTORY     - 1934     MONUMENTED       CGS
 EL0179
 EL0179                          STATION DESCRIPTION
 EL0179
 EL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0179'1.5 MI NE FROM TISHOMINGO.
 EL0179'1.5 MILES NORTHEAST OF, ALONG C.R.I. AND P.RY. FROM STATION, 96
 EL0179'FEET SOUTHEAST OF THIRD TELEGRAPH POLE WEST OF M.P. 81-20, 62.8
 EL0179'FEET NORTHEAST OF TELEPHONE POLE 1119, 54.8 FEET SOUTH OF CENTERLINE
 EL0179'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. TRACK, 20 FEET WEST OF
 EL0179'CENTERLINE OF CROSS ROAD, 2.4 FEET NORTHEAST OF SOUTHEAST R/W FENCE
 EL0179'CORNER.  TABLET SET IN PRECAST CONCRETE POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0015 ***********************************************************************
 EL0015  DESIGNATION -  Z 157
 EL0015  PID         -  EL0015
 EL0015  STATE/COUNTY-  OK/COAL
 EL0015  COUNTRY     -  US
 EL0015  USGS QUAD   -  COALGATE (2018)
 EL0015
 EL0015                         *CURRENT SURVEY CONTROL
 EL0015  ______________________________________________________________________
 EL0015* NAD 83(1986) POSITION- 34 32 16.     (N) 096 13 05.     (W)   SCALED
 EL0015* NAVD 88 ORTHO HEIGHT -   189.943 (meters)      623.17  (feet) ADJUSTED
 EL0015  ______________________________________________________________________
 EL0015  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 EL0015  DYNAMIC HEIGHT  -        189.752 (meters)      622.54  (feet) COMP
 EL0015  MODELED GRAVITY -    979,626.7   (mgal)                       NAVD 88
 EL0015
 EL0015  VERT ORDER      -  SECOND    CLASS 0
 EL0015
 EL0015.The horizontal coordinates were scaled from a map and have
 EL0015.an estimated accuracy of +/- 6 seconds.
 EL0015
 EL0015.The orthometric height was determined by differential leveling and
 EL0015.adjusted by the NATIONAL GEODETIC SURVEY
 EL0015.in June 1991.
 EL0015
 EL0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0015.GEOID18 height accuracy estimate available here.
 EL0015
 EL0015.Click photographs - Photos may exist for this station.
 EL0015
 EL0015.The dynamic height is computed by dividing the NAVD 88
 EL0015.geopotential number by the normal gravity value computed on the
 EL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0015.degrees latitude (g = 980.6199 gals.).
 EL0015
 EL0015.The modeled gravity was interpolated from observed gravity values.
 EL0015
 EL0015;                    North         East    Units  Estimated Accuracy
 EL0015;SPC OK S     -   135,050.      763,560.      MT  (+/- 180 meters Scaled)
 EL0015
 EL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD553253(NAD 83)
 EL0015
 EL0015                          SUPERSEDED SURVEY CONTROL
 EL0015
 EL0015  NGVD 29 (??/??/92)  189.869  (m)          622.93   (f) ADJ UNCH    2 0
 EL0015
 EL0015.Superseded values are not recommended for survey control.
 EL0015
 EL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0015.See file dsdata.pdf to determine how the superseded data were derived.
 EL0015
 EL0015_MARKER: DB = BENCH MARK DISK
 EL0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EL0015_SP_SET: COLUMN FOUNDATION
 EL0015_STAMPING: Z 157 1934
 EL0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EL0015
 EL0015  HISTORY     - Date     Condition        Report By
 EL0015  HISTORY     - 1934     MONUMENTED       CGS
 EL0015  HISTORY     - 1958     GOOD             CGS
 EL0015
 EL0015                          STATION DESCRIPTION
 EL0015
 EL0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0015'AT COALGATE.
 EL0015'AT COALGATE, COAL COUNTY, AT THE SOUTH SIDE OF THE MAIN ENTRANCE
 EL0015'TO THE COUNTY COURTHOUSE, ABOUT 90 FEET EAST OF THE CENTER LINE
 EL0015'OF MAIN STREET, 20.1 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 EL0015'BUILDING, 12.2 FEET SOUTH OF THE CENTER LINE OF THE MAIN ENTRANCE,
 EL0015'IN THE COLUMN FOUNDATION, 2.9 FEET WEST OF THE WEST WALL, AND
 EL0015'ABOUT 4.5 FEET ABOVE GROUND.  A STANDARD DISK STAMPED Z 157 1934
 EL0015'AND SET VERTICALLY.
 EL0015
 EL0015                          STATION RECOVERY (1958)
 EL0015
 EL0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 EL0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0024 ***********************************************************************
 EL0024  DESIGNATION -  Z 158
 EL0024  PID         -  EL0024
 EL0024  STATE/COUNTY-  OK/ATOKA
 EL0024  COUNTRY     -  US
 EL0024  USGS QUAD   -  WARDVILLE (2019)
 EL0024
 EL0024                         *CURRENT SURVEY CONTROL
 EL0024  ______________________________________________________________________
 EL0024* NAD 83(1986) POSITION- 34 38 31.30   (N) 096 03 13.87   (W)   HD_HELD1
 EL0024* NAVD 88 ORTHO HEIGHT -   211.754 (meters)      694.73  (feet) ADJUSTED
 EL0024  ______________________________________________________________________
 EL0024  GEOID HEIGHT    -        -28.789 (meters)                     GEOID18
 EL0024  DYNAMIC HEIGHT  -        211.539 (meters)      694.02  (feet) COMP
 EL0024  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 EL0024
 EL0024  VERT ORDER      -  SECOND    CLASS 0
 EL0024
 EL0024.The horizontal coordinates were determined by differentially corrected
 EL0024.hand held GPS observations or other comparable positioning techniques
 EL0024.and have an estimated accuracy of +/- 3 meters.
 EL0024
 EL0024.The orthometric height was determined by differential leveling and
 EL0024.adjusted by the NATIONAL GEODETIC SURVEY
 EL0024.in June 1991.
 EL0024
 EL0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0024.GEOID18 height accuracy estimate available here.
 EL0024
 EL0024.Click photographs - Photos may exist for this station.
 EL0024
 EL0024.The dynamic height is computed by dividing the NAVD 88
 EL0024.geopotential number by the normal gravity value computed on the
 EL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0024.degrees latitude (g = 980.6199 gals.).
 EL0024
 EL0024.The modeled gravity was interpolated from observed gravity values.
 EL0024
 EL0024;                    North         East    Units  Estimated Accuracy
 EL0024;SPC OK S     -   146,884.8     778,408.1     MT  (+/- 3 meters HH1 GPS) 
 EL0024
 EL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD7004837295(NAD 83)
 EL0024
 EL0024                          SUPERSEDED SURVEY CONTROL
 EL0024
 EL0024  NGVD 29 (??/??/92)  211.662  (m)          694.43   (f) ADJ UNCH    2 0
 EL0024
 EL0024.Superseded values are not recommended for survey control.
 EL0024
 EL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0024.See file dsdata.pdf to determine how the superseded data were derived.
 EL0024
 EL0024_MARKER: DB = BENCH MARK DISK
 EL0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EL0024_SP_SET: CULVERT HEADWALL
 EL0024_STAMPING: Z 158 1934
 EL0024_MARK LOGO: CGS
 EL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0024+STABILITY: SURFACE MOTION
 EL0024
 EL0024  HISTORY     - Date     Condition        Report By
 EL0024  HISTORY     - 1934     MONUMENTED       CGS
 EL0024
 EL0024                          STATION DESCRIPTION
 EL0024
 EL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0024'1.6 MI SW FROM WARDVILLE.
 EL0024'ABOUT 1.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 EL0024'PACIFIC RAILWAY FROM THE STATION AT WARDVILLE, ATOKA COUNTY,
 EL0024'62.7 FEET SOUTH OF THE FIRST POLE SOUTHWEST OF MILEPOST 31+5,
 EL0024'ABOUT 115 FEET SOUTHWEST OF A SIGN READING W, ABOUT 96 FEET
 EL0024'NORTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 EL0024'IN THE NORTHWEST HEAD WALL OF A CONCRETE RAILWAY CULVERT, 13.2
 EL0024'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 EL0024'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 EL0024'Z 158 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0439 ***********************************************************************
 EK0439  DESIGNATION -  Z 159
 EK0439  PID         -  EK0439
 EK0439  STATE/COUNTY-  OK/LATIMER
 EK0439  COUNTRY     -  US
 EK0439  USGS QUAD   -  HIGGINS (2018)
 EK0439
 EK0439                         *CURRENT SURVEY CONTROL
 EK0439  ______________________________________________________________________
 EK0439* NAD 83(1986) POSITION- 34 50 26.     (N) 095 29 42.     (W)   SCALED
 EK0439* NAVD 88 ORTHO HEIGHT -   195.907 (meters)      642.74  (feet) ADJUSTED
 EK0439  ______________________________________________________________________
 EK0439  GEOID HEIGHT    -        -30.897 (meters)                     GEOID18
 EK0439  DYNAMIC HEIGHT  -        195.704 (meters)      642.07  (feet) COMP
 EK0439  MODELED GRAVITY -    979,599.4   (mgal)                       NAVD 88
 EK0439
 EK0439  VERT ORDER      -  SECOND    CLASS 0
 EK0439
 EK0439.The horizontal coordinates were scaled from a map and have
 EK0439.an estimated accuracy of +/- 6 seconds.
 EK0439
 EK0439.The orthometric height was determined by differential leveling and
 EK0439.adjusted by the NATIONAL GEODETIC SURVEY
 EK0439.in June 1991.
 EK0439
 EK0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0439.GEOID18 height accuracy estimate available here.
 EK0439
 EK0439.Click photographs - Photos may exist for this station.
 EK0439
 EK0439.The dynamic height is computed by dividing the NAVD 88
 EK0439.geopotential number by the normal gravity value computed on the
 EK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0439.degrees latitude (g = 980.6199 gals.).
 EK0439
 EK0439.The modeled gravity was interpolated from observed gravity values.
 EK0439
 EK0439;                    North         East    Units  Estimated Accuracy
 EK0439;SPC OK S     -   170,030.      829,080.      MT  (+/- 180 meters Scaled)
 EK0439
 EK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU718582(NAD 83)
 EK0439
 EK0439                          SUPERSEDED SURVEY CONTROL
 EK0439
 EK0439  NGVD 29 (??/??/92)  195.795  (m)          642.37   (f) ADJ UNCH    2 0
 EK0439
 EK0439.Superseded values are not recommended for survey control.
 EK0439
 EK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0439.See file dsdata.pdf to determine how the superseded data were derived.
 EK0439
 EK0439_MARKER: DB = BENCH MARK DISK
 EK0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0439_SP_SET: BRIDGE ABUTMENT
 EK0439_STAMPING: Z 159 1934
 EK0439_MARK LOGO: CGS
 EK0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0439+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 EK0439
 EK0439  HISTORY     - Date     Condition        Report By
 EK0439  HISTORY     - 1934     MONUMENTED       CGS
 EK0439  HISTORY     - 1966     MARK NOT FOUND   USGS
 EK0439  HISTORY     - 20060807 GOOD             OKDOT
 EK0439
 EK0439                          STATION DESCRIPTION
 EK0439
 EK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0439'1.8 MI NE FROM GOWEN.
 EK0439'ABOUT 1.8 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 EK0439'PACIFIC RAILWAY FROM GOWEN, LATIMER COUNTY, ABOUT 1.0 MILE EAST
 EK0439'OF A COAL MINE, ON A LONG FILL IN BOTTOM LAND, AT BRIDGE 347+7,
 EK0439'IN THE NORTH END OF THE EAST CONCRETE ABUTMENT, AND 8 FEET NORTH
 EK0439'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 159
 EK0439'1934.
 EK0439
 EK0439                          STATION RECOVERY (1966)
 EK0439
 EK0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EK0439'MARK NOT FOUND.
 EK0439
 EK0439                          STATION RECOVERY (2006)
 EK0439
 EK0439'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (TLB)
 EK0439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0383 ***********************************************************************
 EK0383  DESIGNATION -  Z 160
 EK0383  PID         -  EK0383
 EK0383  STATE/COUNTY-  OK/LATIMER
 EK0383  COUNTRY     -  US
 EK0383  USGS QUAD   -  LEFLORE (2018)
 EK0383
 EK0383                         *CURRENT SURVEY CONTROL
 EK0383  ______________________________________________________________________
 EK0383* NAD 83(1993) POSITION- 34 57 00.06648(N) 094 56 05.67735(W)   ADJUSTED
 EK0383* NAD 83(1993) ELLIP HT-   139.341 (meters)        (11/28/94)   ADJUSTED
 EK0383* NAVD 88 ORTHO HEIGHT -   171.027 (meters)      561.11  (feet) ADJUSTED
 EK0383  ______________________________________________________________________
 EK0383  GEOID HEIGHT    -        -31.614 (meters)                     GEOID18
 EK0383  NAD 83(1993) X  -   -450,225.391 (meters)                     COMP
 EK0383  NAD 83(1993) Y  - -5,214,318.477 (meters)                     COMP
 EK0383  NAD 83(1993) Z  -  3,633,403.183 (meters)                     COMP
 EK0383  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 EK0383  DYNAMIC HEIGHT  -        170.850 (meters)      560.53  (feet) COMP
 EK0383  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 EK0383
 EK0383  HORZ ORDER      -  SECOND
 EK0383  VERT ORDER      -  SECOND    CLASS 0
 EK0383  ELLP ORDER      -  FIFTH     CLASS I
 EK0383
 EK0383.The horizontal coordinates were established by GPS observations
 EK0383.and adjusted by the National Geodetic Survey in November 1994.
 EK0383
 EK0383.The orthometric height was determined by differential leveling and
 EK0383.adjusted by the NATIONAL GEODETIC SURVEY
 EK0383.in June 1991.
 EK0383
 EK0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0383.GEOID18 height accuracy estimate available here.
 EK0383
 EK0383.Click photographs - Photos may exist for this station.
 EK0383
 EK0383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0383
 EK0383.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0383
 EK0383.The ellipsoidal height was determined by GPS observations
 EK0383.and is referenced to NAD 83.
 EK0383
 EK0383.The dynamic height is computed by dividing the NAVD 88
 EK0383.geopotential number by the normal gravity value computed on the
 EK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0383.degrees latitude (g = 980.6199 gals.).
 EK0383
 EK0383.The modeled gravity was interpolated from observed gravity values.
 EK0383
 EK0383. The following values were computed from the NAD 83(1993) position.
 EK0383
 EK0383;                    North         East     Units Scale Factor Converg.
 EK0383;SPC OK S     -   183,580.730   879,921.190   MT  0.99995626   +1 44 23.3
 EK0383;SPC OK S     -   602,297.78  2,886,874.77   sFT  0.99995626   +1 44 23.3
 EK0383;UTM  15      - 3,869,209.749   323,317.292   MT  0.99998475   -1 06 31.4
 EK0383
 EK0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0383!SPC OK S     -   0.99997813  x   0.99995626  =   0.99993439
 EK0383!UTM  15      -   0.99997813  x   0.99998475  =   0.99996288
 EK0383
 EK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU2331769209(NAD 83)
 EK0383
 EK0383                          SUPERSEDED SURVEY CONTROL
 EK0383
 EK0383  NAD 83(1986)-  34 57 00.06849(N)    094 56 05.66809(W) AD(       ) 2
 EK0383  NGVD 29 (??/??/92)  170.918  (m)          560.75   (f) ADJ UNCH    2 0
 EK0383  NGVD 29 (11/30/89)  171.     (m)  RAPSU86  model used  GPS OBS        
 EK0383
 EK0383.Superseded values are not recommended for survey control.
 EK0383
 EK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0383.See file dsdata.pdf to determine how the superseded data were derived.
 EK0383
 EK0383_MARKER: DB = BENCH MARK DISK
 EK0383_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0383_STAMPING: Z 160 1934
 EK0383_MARK LOGO: CGS
 EK0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0383+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1989
 EK0383
 EK0383  HISTORY     - Date     Condition        Report By
 EK0383  HISTORY     - 1934     MONUMENTED       CGS
 EK0383  HISTORY     - 1980     GOOD
 EK0383  HISTORY     - 19890301 GOOD             NGS
 EK0383
 EK0383                          STATION DESCRIPTION
 EK0383
 EK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0383'2 MI E FROM HUGHES.
 EK0383'ABOUT 2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0383'RAILWAY FROM THE STATION AT HUGHES, LATIMER COUNTY, 11 FEET
 EK0383'EAST OF MILEPOST 314, ABOUT 0.3 MILE WEST OF THE LATIMER-LE FLORE
 EK0383'COUNTY LINE, 39 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 EK0383'10.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2.8 FEET
 EK0383'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED Z
 EK0383'160 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0383
 EK0383                          STATION RECOVERY (1980)
 EK0383
 EK0383'RECOVERED 1980
 EK0383'RECOVERED IN GOOD CONDITION.
 EK0383
 EK0383                          STATION RECOVERY (1989)
 EK0383
 EK0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EK0383'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 EK0383'FOLLOWS.
 EK0383'THE STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) EAST OF RED OAK, 7.0 KM
 EK0383'(4.35 MI) NORTHEAST OF LE FLORE, AND 2.5 KM (1.55 MI) WEST OF
 EK0383'FANSHAWE. OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 EK0383'TO REACH THE STATION FROM THE POST OFFICE IN FANSHAWE, GO WEST ON U.S.
 EK0383'HIGHWAY 270 FOR 2.5 KM (1.55 MI) TO THE STATION ON THE LEFT.
 EK0383'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 14 CM SQUARE
 EK0383'CONCRETE POST THAT PROJECTS 17 CM ABOVE THE GROUND.  LOCATED 13.3 M
 EK0383'(43.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.1 M (36.4 FT)
 EK0383'NORTH OF THE NEAR RAIL, 8.1 M (26.6 FT) NORTHEAST OF RAILROAD MILEPOST
 EK0383'314, 3.3 M (10.8 FT) EAST OF A UTILITY POLE, AND 1.1 M (3.6 FT) NORTH
 EK0383'OF A METAL WITNESS POST.
 EK0383'DESCRIBED BY E.J. HANSMANN, TYPED BY RLZ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0701 ***********************************************************************
 FH0701  DESIGNATION -  Z 161
 FH0701  PID         -  FH0701
 FH0701  STATE/COUNTY-  OK/OKMULGEE
 FH0701  COUNTRY     -  US
 FH0701  USGS QUAD   -  MORRIS (2018)
 FH0701
 FH0701                         *CURRENT SURVEY CONTROL
 FH0701  ______________________________________________________________________
 FH0701* NAD 83(1986) POSITION- 35 36 41.     (N) 095 48 44.     (W)   SCALED
 FH0701* NAVD 88 ORTHO HEIGHT -   215.970 (meters)      708.56  (feet) ADJUSTED
 FH0701  ______________________________________________________________________
 FH0701  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 FH0701  DYNAMIC HEIGHT  -        215.770 (meters)      707.91  (feet) COMP
 FH0701  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FH0701
 FH0701  VERT ORDER      -  SECOND    CLASS 0
 FH0701
 FH0701.The horizontal coordinates were scaled from a map and have
 FH0701.an estimated accuracy of +/- 6 seconds.
 FH0701
 FH0701.The orthometric height was determined by differential leveling and
 FH0701.adjusted by the NATIONAL GEODETIC SURVEY
 FH0701.in June 1991.
 FH0701
 FH0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0701.GEOID18 height accuracy estimate available here.
 FH0701
 FH0701.Click photographs - Photos may exist for this station.
 FH0701
 FH0701.The dynamic height is computed by dividing the NAVD 88
 FH0701.geopotential number by the normal gravity value computed on the
 FH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0701.degrees latitude (g = 980.6199 gals.).
 FH0701
 FH0701.The modeled gravity was interpolated from observed gravity values.
 FH0701
 FH0701;                    North         East    Units  Estimated Accuracy
 FH0701;SPC OK N     -    70,070.      798,200.      MT  (+/- 180 meters Scaled)
 FH0701
 FH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV452444(NAD 83)
 FH0701
 FH0701                          SUPERSEDED SURVEY CONTROL
 FH0701
 FH0701  NGVD 29 (??/??/92)  215.856  (m)          708.19   (f) ADJ UNCH    2 0
 FH0701
 FH0701.Superseded values are not recommended for survey control.
 FH0701
 FH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0701.See file dsdata.pdf to determine how the superseded data were derived.
 FH0701
 FH0701_MARKER: DB = BENCH MARK DISK
 FH0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0701_SP_SET: CULVERT HEADWALL
 FH0701_STAMPING: Z 161 1934
 FH0701_MARK LOGO: CGS
 FH0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0701+STABILITY: SURFACE MOTION
 FH0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0701+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1997
 FH0701
 FH0701  HISTORY     - Date     Condition        Report By
 FH0701  HISTORY     - 1934     MONUMENTED       CGS
 FH0701  HISTORY     - 19970429 GOOD             NGS
 FH0701
 FH0701                          STATION DESCRIPTION
 FH0701
 FH0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0701'2.8 MI E FROM MORRIS.
 FH0701'2.8 MILES EAST OF, ALONG S.L. AND S.F. RY. FROM STATION.  ABOUT
 FH0701'60 FEET WEST OF M.P. 485-5, 7.4 FEET NORTH OF CENTERLINE OF
 FH0701'ST. LOUIS AND SAN FRANCISCO RY., BRONZE TABLET SET HORIZONTALLY
 FH0701'IN EAST END OF CONCRETE HEADWALL OF CONCRETE CULVERT UNDER
 FH0701'RAILROAD.
 FH0701
 FH0701                          STATION RECOVERY (1997)
 FH0701
 FH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0701'4.5 KM (2.80 MI) EASTERLY ALONG U.S.  HIGHWAY 62 FROM THE JUNCTION OF
 FH0701'STATE HIGHWAY 52 IN MORRIS, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE
 FH0701'EAST END OF A CONCRETE HEADWALL OF A CULVERT UNDER AN ABONDONED
 FH0701'RAILROAD BED, 200.0 M (656.2 FT) NORTH THE HIGHWAY CENTERLINE, 2.0 M
 FH0701'(6.6 FT) NORTH OF THE CENTER OF THE RAILROAD GRADE, AND 1.0 M (3.3 FT)
 FH0701'NORTH OF A FENCE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY V.T.
 FH0701'ABBACCHI, RT1, BOX 7, MORRIS, OK 74445, TELEPHONE NUMBER (918)
 FH0701'733-4287.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0264 ***********************************************************************
 GG0264  DESIGNATION -  Z 163
 GG0264  PID         -  GG0264
 GG0264  STATE/COUNTY-  OK/OTTAWA
 GG0264  COUNTRY     -  US
 GG0264  USGS QUAD   -  MIAMI SE (2018)
 GG0264
 GG0264                         *CURRENT SURVEY CONTROL
 GG0264  ______________________________________________________________________
 GG0264* NAD 83(1986) POSITION- 36 47 31.     (N) 094 45 16.     (W)   SCALED
 GG0264* NAVD 88 ORTHO HEIGHT -   228.290 (meters)      748.98  (feet) ADJUSTED
 GG0264  ______________________________________________________________________
 GG0264  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 GG0264  DYNAMIC HEIGHT  -        228.103 (meters)      748.37  (feet) COMP
 GG0264  MODELED GRAVITY -    979,808.3   (mgal)                       NAVD 88
 GG0264
 GG0264  VERT ORDER      -  SECOND    CLASS 0
 GG0264
 GG0264.The horizontal coordinates were scaled from a map and have
 GG0264.an estimated accuracy of +/- 6 seconds.
 GG0264
 GG0264.The orthometric height was determined by differential leveling and
 GG0264.adjusted by the NATIONAL GEODETIC SURVEY
 GG0264.in June 1991.
 GG0264
 GG0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0264.GEOID18 height accuracy estimate available here.
 GG0264
 GG0264.Click photographs - Photos may exist for this station.
 GG0264
 GG0264.The dynamic height is computed by dividing the NAVD 88
 GG0264.geopotential number by the normal gravity value computed on the
 GG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0264.degrees latitude (g = 980.6199 gals.).
 GG0264
 GG0264.The modeled gravity was interpolated from observed gravity values.
 GG0264
 GG0264;                    North         East    Units  Estimated Accuracy
 GG0264;SPC OK N     -   203,670.      889,630.      MT  (+/- 180 meters Scaled)
 GG0264
 GG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA434732(NAD 83)
 GG0264
 GG0264                          SUPERSEDED SURVEY CONTROL
 GG0264
 GG0264  NGVD 29 (??/??/92)  228.192  (m)          748.66   (f) ADJ UNCH    2 0
 GG0264
 GG0264.Superseded values are not recommended for survey control.
 GG0264
 GG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0264.See file dsdata.pdf to determine how the superseded data were derived.
 GG0264
 GG0264_MARKER: DB = BENCH MARK DISK
 GG0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0264_SP_SET: BRIDGE
 GG0264_STAMPING: Z 163 1934
 GG0264_MARK LOGO: CGS
 GG0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0264
 GG0264  HISTORY     - Date     Condition        Report By
 GG0264  HISTORY     - 1934     MONUMENTED       CGS
 GG0264
 GG0264                          STATION DESCRIPTION
 GG0264
 GG0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0264'1.4 MI SW FROM WYANDOTTE.
 GG0264'10.4 FEET NORTH OF CENTERLINE OF ST. LOUIS AND SAN FRANCISCO
 GG0264'RY. STATION, 1.3 FEET SOUTHWEST OF NORTHEAST CORNER OF CONCRETE
 GG0264'RETAINING WALL, BRONZE TABLET SET HORIZONTALLY IN TOP OF
 GG0264'RETAINING WALL TO WEST CONCRETE ABUTMENT TO STEEL RAILWAY
 GG0264'BRIDGE 334.5 OVER GRAND RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0265 ***********************************************************************
 GG0265  DESIGNATION -  Z 163 RESET
 GG0265  PID         -  GG0265
 GG0265  STATE/COUNTY-  OK/OTTAWA
 GG0265  COUNTRY     -  US
 GG0265  USGS QUAD   -  WYANDOTTE (2018)
 GG0265
 GG0265                         *CURRENT SURVEY CONTROL
 GG0265  ______________________________________________________________________
 GG0265* NAD 83(1986) POSITION- 36 48 06.     (N) 094 44 34.     (W)   SCALED
 GG0265* NAVD 88 ORTHO HEIGHT -   231.84  (+/-2cm)      760.6   (feet) VERTCON3
 GG0265  ______________________________________________________________________
 GG0265  GEOID HEIGHT    -        -29.205 (meters)                     GEOID18
 GG0265  VERT ORDER      -  THIRD (See Below)
 GG0265
 GG0265.The horizontal coordinates were scaled from a map and have
 GG0265.an estimated accuracy of +/- 6 seconds.
 GG0265
 GG0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0265
 GG0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0265.GEOID18 height accuracy estimate available here.
 GG0265
 GG0265.The vertical order pertains to the NGVD 29 superseded value.
 GG0265
 GG0265.Click photographs - Photos may exist for this station.
 GG0265
 GG0265;                    North         East    Units  Estimated Accuracy
 GG0265;SPC OK N     -   204,780.      890,630.      MT  (+/- 180 meters Scaled)
 GG0265
 GG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA445742(NAD 83)
 GG0265
 GG0265                          SUPERSEDED SURVEY CONTROL
 GG0265
 GG0265  NGVD 29 (??/??/??)  231.75   (m)          760.3    (f) RESET       3  
 GG0265
 GG0265.Superseded values are not recommended for survey control.
 GG0265
 GG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0265.See file dsdata.pdf to determine how the superseded data were derived.
 GG0265
 GG0265_MARKER: DB = BENCH MARK DISK
 GG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0265_STAMPING: Z 163 RESET 1939
 GG0265_MARK LOGO: CGS
 GG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0265+STABILITY: SURFACE MOTION
 GG0265
 GG0265  HISTORY     - Date     Condition        Report By
 GG0265  HISTORY     - 1939     MONUMENTED       CGS
 GG0265  HISTORY     - 1959     MARK NOT FOUND   USGS
 GG0265  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 GG0265
 GG0265                          STATION DESCRIPTION
 GG0265
 GG0265'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GG0265'1.1 MI W FROM WYANDOTTE.
 GG0265'1-1/8 MILE WEST OF A POINT ABOUT 1/4 MILE NORTH OF WYANDOTTE,
 GG0265'OTTAWA COUNTY, IN SECTION 19, T 26 N, R 24 E, QUAPAW SURVEY,
 GG0265'221.5 FEET NORTH OF THE NORTHWEST CORNER OF THE TWIN BRIDGE
 GG0265'GROCERY, 69 FEET EAST OF A NORTH-AND-SOUTH ROAD, AND 29 FEET
 GG0265'EAST OF A LONG 30-INCH OAK TREE.  A STANARD DISK, STAMPED
 GG0265'Z 163 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
 GG0265
 GG0265                          STATION RECOVERY (1989)
 GG0265
 GG0265'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 GG0265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0426 ***********************************************************************
 FH0426  DESIGNATION -  Z 164
 FH0426  PID         -  FH0426
 FH0426  STATE/COUNTY-  OK/CHEROKEE
 FH0426  COUNTRY     -  US
 FH0426  USGS QUAD   -  PROCTOR (2019)
 FH0426
 FH0426                         *CURRENT SURVEY CONTROL
 FH0426  ______________________________________________________________________
 FH0426* NAD 83(1986) POSITION- 35 57 40.     (N) 094 48 37.     (W)   SCALED
 FH0426* NAVD 88 ORTHO HEIGHT -   227.601 (meters)      746.72  (feet) ADJUSTED
 FH0426  ______________________________________________________________________
 FH0426  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 FH0426  DYNAMIC HEIGHT  -        227.397 (meters)      746.05  (feet) COMP
 FH0426  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 FH0426
 FH0426  VERT ORDER      -  SECOND    CLASS 0
 FH0426
 FH0426.The horizontal coordinates were scaled from a map and have
 FH0426.an estimated accuracy of +/- 6 seconds.
 FH0426
 FH0426.The orthometric height was determined by differential leveling and
 FH0426.adjusted by the NATIONAL GEODETIC SURVEY
 FH0426.in June 1991.
 FH0426
 FH0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0426.GEOID18 height accuracy estimate available here.
 FH0426
 FH0426.Click photographs - Photos may exist for this station.
 FH0426
 FH0426.The dynamic height is computed by dividing the NAVD 88
 FH0426.geopotential number by the normal gravity value computed on the
 FH0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0426.degrees latitude (g = 980.6199 gals.).
 FH0426
 FH0426.The modeled gravity was interpolated from observed gravity values.
 FH0426
 FH0426;                    North         East    Units  Estimated Accuracy
 FH0426;SPC OK N     -   111,360.      887,670.      MT  (+/- 180 meters Scaled)
 FH0426
 FH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV367811(NAD 83)
 FH0426
 FH0426                          SUPERSEDED SURVEY CONTROL
 FH0426
 FH0426  NGVD 29 (??/??/92)  227.458  (m)          746.25   (f) ADJ UNCH    2 0
 FH0426
 FH0426.Superseded values are not recommended for survey control.
 FH0426
 FH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0426.See file dsdata.pdf to determine how the superseded data were derived.
 FH0426
 FH0426_MARKER: DB = BENCH MARK DISK
 FH0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0426_SP_SET: ABUTMENT
 FH0426_STAMPING: Z 164 1934
 FH0426_MARK LOGO: CGS
 FH0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0426
 FH0426  HISTORY     - Date     Condition        Report By
 FH0426  HISTORY     - 1934     MONUMENTED       CGS
 FH0426
 FH0426                          STATION DESCRIPTION
 FH0426
 FH0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0426'2 MI SW FROM PROCTOR.
 FH0426'2 MILES SOUTHWEST OF, ALONG S.L. AND S.F.RY. FROM STATION.  ABOUT
 FH0426'30 FEET SOUTHEAST OF M.P. 402, 9.8 FEET NORTHWEST OF CENTERLINE OF
 FH0426'ST. LOUIS AND SAN FRANCISCO RY, BRONZE TABLET SET HORIZONTALLY
 FH0426'IN TOP OF SOUTHWEST ABUTMENT TO CONCRETE RAILWAY BRIDGE BUILT IN
 FH0426'1911.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0298 ***********************************************************************
 EK0298  DESIGNATION -  Z 165
 EK0298  PID         -  EK0298
 EK0298  STATE/COUNTY-  OK/MCCURTAIN
 EK0298  COUNTRY     -  US
 EK0298  USGS QUAD   -  STEPHENS GAP (2018)
 EK0298
 EK0298                         *CURRENT SURVEY CONTROL
 EK0298  ______________________________________________________________________
 EK0298* NAD 83(1986) POSITION- 34 08 10.06   (N) 094 44 50.93   (W)   HD_HELD1
 EK0298* NAVD 88 ORTHO HEIGHT -   192.173 (meters)      630.49  (feet) ADJUSTED
 EK0298  ______________________________________________________________________
 EK0298  GEOID HEIGHT    -        -28.710 (meters)                     GEOID18
 EK0298  DYNAMIC HEIGHT  -        191.975 (meters)      629.84  (feet) COMP
 EK0298  MODELED GRAVITY -    979,604.8   (mgal)                       NAVD 88
 EK0298
 EK0298  VERT ORDER      -  SECOND    CLASS 0
 EK0298
 EK0298.The horizontal coordinates were determined by differentially corrected
 EK0298.hand held GPS observations or other comparable positioning techniques
 EK0298.and have an estimated accuracy of +/- 3 meters.
 EK0298
 EK0298.The orthometric height was determined by differential leveling and
 EK0298.adjusted by the NATIONAL GEODETIC SURVEY
 EK0298.in June 1991.
 EK0298
 EK0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0298.GEOID18 height accuracy estimate available here.
 EK0298
 EK0298.Click photographs - Photos may exist for this station.
 EK0298
 EK0298.The dynamic height is computed by dividing the NAVD 88
 EK0298.geopotential number by the normal gravity value computed on the
 EK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0298.degrees latitude (g = 980.6199 gals.).
 EK0298
 EK0298.The modeled gravity was interpolated from observed gravity values.
 EK0298
 EK0298;                    North         East    Units  Estimated Accuracy
 EK0298;SPC OK S     -    93,881.5     899,941.1     MT  (+/- 3 meters HH1 GPS) 
 EK0298
 EK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3887278628(NAD 83)
 EK0298
 EK0298                          SUPERSEDED SURVEY CONTROL
 EK0298
 EK0298  NGVD 29 (??/??/92)  192.142  (m)          630.39   (f) ADJ UNCH    2 0
 EK0298
 EK0298.Superseded values are not recommended for survey control.
 EK0298
 EK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0298.See file dsdata.pdf to determine how the superseded data were derived.
 EK0298
 EK0298_MARKER: DB = BENCH MARK DISK
 EK0298_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0298_STAMPING: Z 165 1934
 EK0298_MARK LOGO: CGS
 EK0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0298
 EK0298  HISTORY     - Date     Condition        Report By
 EK0298  HISTORY     - 1934     MONUMENTED       CGS
 EK0298  HISTORY     - 1956     POOR             USGS
 EK0298
 EK0298                          STATION DESCRIPTION
 EK0298
 EK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0298'7.9 MI N FROM BROKEN BOW.
 EK0298'7.9 MILES NORTH OF, ALONG ST. HWY 21 OUTSIDE OF CURVE WHERE
 EK0298'HIGHWAY TURNS NORTH, ABOUT 0.4 MILE NORTHWEST OF YASHAU CREEK,
 EK0298'ABOUT 0.2 MILE NORTHWEST OF LARGE GREY FARM HOUSE ON NORTHEAST
 EK0298'SIDE OF HIGHWAY, 105 FEET SOUTH OF CENTERLINE OF WAGON ROAD
 EK0298'LEADING WEST, 81 FEET SOUTHWEST OF HIGHWAY SIGN CURVE, 45.7 FEET
 EK0298'WEST OF CENTERLINE OF ST. HWY. 21, 42.8 FEET SOUTH OF TELEPHONE
 EK0298'POLE.  TABLET SET IN PRECAST CONCRETE POST.
 EK0298
 EK0298                          STATION RECOVERY (1956)
 EK0298
 EK0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EK0298'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0393 ***********************************************************************
 EK0393  DESIGNATION -  Z 166
 EK0393  PID         -  EK0393
 EK0393  STATE/COUNTY-  OK/LE FLORE
 EK0393  COUNTRY     -  US
 EK0393  USGS QUAD   -  WISTER (2018)
 EK0393
 EK0393                         *CURRENT SURVEY CONTROL
 EK0393  ______________________________________________________________________
 EK0393* NAD 83(1986) POSITION- 34 56 52.     (N) 094 39 11.     (W)   SCALED
 EK0393* NAVD 88 ORTHO HEIGHT -   151.565 (meters)      497.26  (feet) ADJUSTED
 EK0393  ______________________________________________________________________
 EK0393  GEOID HEIGHT    -        -31.589 (meters)                     GEOID18
 EK0393  DYNAMIC HEIGHT  -        151.410 (meters)      496.75  (feet) COMP
 EK0393  MODELED GRAVITY -    979,610.8   (mgal)                       NAVD 88
 EK0393
 EK0393  VERT ORDER      -  SECOND    CLASS 0
 EK0393
 EK0393.The horizontal coordinates were scaled from a map and have
 EK0393.an estimated accuracy of +/- 6 seconds.
 EK0393
 EK0393.The orthometric height was determined by differential leveling and
 EK0393.adjusted by the NATIONAL GEODETIC SURVEY
 EK0393.in June 1991.
 EK0393
 EK0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0393.GEOID18 height accuracy estimate available here.
 EK0393
 EK0393.Click photographs - Photos may exist for this station.
 EK0393
 EK0393.The dynamic height is computed by dividing the NAVD 88
 EK0393.geopotential number by the normal gravity value computed on the
 EK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0393.degrees latitude (g = 980.6199 gals.).
 EK0393
 EK0393.The modeled gravity was interpolated from observed gravity values.
 EK0393
 EK0393;                    North         East    Units  Estimated Accuracy
 EK0393;SPC OK S     -   184,150.      905,660.      MT  (+/- 180 meters Scaled)
 EK0393
 EK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU490684(NAD 83)
 EK0393
 EK0393                          SUPERSEDED SURVEY CONTROL
 EK0393
 EK0393  NGVD 29 (??/??/92)  151.464  (m)          496.93   (f) ADJ UNCH    2 0
 EK0393
 EK0393.Superseded values are not recommended for survey control.
 EK0393
 EK0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0393.See file dsdata.pdf to determine how the superseded data were derived.
 EK0393
 EK0393_MARKER: DB = BENCH MARK DISK
 EK0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0393_STAMPING: Z 166 1934
 EK0393_MARK LOGO: CGS
 EK0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0393+STABILITY: SURFACE MOTION
 EK0393
 EK0393  HISTORY     - Date     Condition        Report By
 EK0393  HISTORY     - 1934     MONUMENTED       CGS
 EK0393  HISTORY     - 1959     GOOD             CGS
 EK0393
 EK0393                          STATION DESCRIPTION
 EK0393
 EK0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0393'1.5 MI W FROM HOWE.
 EK0393'ABOUT 1.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EK0393'RAILWAY FROM THE STATION AT HOWE, LE FLORE COUNTY, ABOUT 168
 EK0393'FEET SOUTHWEST OF THE SOUTHWEST SWITCH OF THE STATION WYE AT
 EK0393'POTTER, 96 FEET SOUTH OF THE FIRST POLE NORTHEAST OF MILEPOST
 EK0393'297, 19 FEET EAST OF THE CENTER LINE OF A LANE AND A GATEWAY
 EK0393'IN THE RIGHT-OF-WAY FENCE, 48 FEET SOUTHEAST OF THE CENTER LINE
 EK0393'OF THE TRACK, AND 2.1 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 EK0393'A STANDARD DISK, STAMPED Z 166 1934 AND SET IN THE TOP OF A
 EK0393'CONCRETE POST.
 EK0393
 EK0393                          STATION RECOVERY (1959)
 EK0393
 EK0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0373 ***********************************************************************
 EK0373  DESIGNATION -  Z 167
 EK0373  PID         -  EK0373
 EK0373  STATE/COUNTY-  OK/LE FLORE
 EK0373  COUNTRY     -  US
 EK0373  USGS QUAD   -  HEAVENER (2018)
 EK0373
 EK0373                         *CURRENT SURVEY CONTROL
 EK0373  ______________________________________________________________________
 EK0373* NAD 83(1986) POSITION- 34 53 23.06   (N) 094 36 10.52   (W)   HD_HELD1
 EK0373* NAVD 88 ORTHO HEIGHT -   171.252 (meters)      561.85  (feet) ADJUSTED
 EK0373  ______________________________________________________________________
 EK0373  GEOID HEIGHT    -        -31.572 (meters)                     GEOID18
 EK0373  DYNAMIC HEIGHT  -        171.074 (meters)      561.27  (feet) COMP
 EK0373  MODELED GRAVITY -    979,592.0   (mgal)                       NAVD 88
 EK0373
 EK0373  VERT ORDER      -  SECOND    CLASS 0
 EK0373
 EK0373.The horizontal coordinates were determined by differentially corrected
 EK0373.hand held GPS observations or other comparable positioning techniques
 EK0373.and have an estimated accuracy of +/- 3 meters.
 EK0373
 EK0373.The orthometric height was determined by differential leveling and
 EK0373.adjusted by the NATIONAL GEODETIC SURVEY
 EK0373.in June 1991.
 EK0373
 EK0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0373.GEOID18 height accuracy estimate available here.
 EK0373
 EK0373.Click photographs - Photos may exist for this station.
 EK0373
 EK0373.The dynamic height is computed by dividing the NAVD 88
 EK0373.geopotential number by the normal gravity value computed on the
 EK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0373.degrees latitude (g = 980.6199 gals.).
 EK0373
 EK0373.The modeled gravity was interpolated from observed gravity values.
 EK0373
 EK0373;                    North         East    Units  Estimated Accuracy
 EK0373;SPC OK S     -   177,868.0     910,454.3     MT  (+/- 3 meters HH1 GPS) 
 EK0373
 EK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5352861987(NAD 83)
 EK0373
 EK0373                          SUPERSEDED SURVEY CONTROL
 EK0373
 EK0373  NGVD 29 (??/??/92)  171.147  (m)          561.50   (f) ADJ UNCH    2 0
 EK0373
 EK0373.Superseded values are not recommended for survey control.
 EK0373
 EK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0373.See file dsdata.pdf to determine how the superseded data were derived.
 EK0373
 EK0373_MARKER: DB = BENCH MARK DISK
 EK0373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EK0373_SP_SET: PLATFORM
 EK0373_STAMPING: Z 167 1934
 EK0373_MARK LOGO: CGS
 EK0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0373+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 EK0373
 EK0373  HISTORY     - Date     Condition        Report By
 EK0373  HISTORY     - 1934     MONUMENTED       CGS
 EK0373  HISTORY     - 1959     GOOD             CGS
 EK0373  HISTORY     - 20101107 GOOD             GEOCAC
 EK0373  HISTORY     - 20180815 GOOD             OKDOT
 EK0373
 EK0373                          STATION DESCRIPTION
 EK0373
 EK0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0373'IN HEAVENER.
 EK0373'IN THE TOWN OF HEAVENER BRONZE TABLET IN SOUTHWEST CORNER OF
 EK0373'SOUTH END OF STATION PLATFORM SERVING AS COVER FOR DRAINAGE
 EK0373'DITCH, 93.2 FEET SOUTH OF SOUTHEAST CORNER AT DEPOT, 31.4 FEET
 EK0373'WEST OF CENTERLINE OF KANSAS CITY SOUTHERN R.R. MAIN LINE TRACK,
 EK0373'1.1 FEET EAST OF WEST EDGE OF PLATFORM, 1 FT. NORTH OF SOUTH
 EK0373'END OF PLATFORM.
 EK0373
 EK0373                          STATION RECOVERY (1959)
 EK0373
 EK0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 EK0373'RECOVERED IN GOOD CONDITION.
 EK0373
 EK0373                          STATION RECOVERY (2010)
 EK0373
 EK0373'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0373'RECOVERED IN GOOD CONDITION.
 EK0373
 EK0373                          STATION RECOVERY (2018)
 EK0373
 EK0373'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SH)
 EK0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0321 ***********************************************************************
 EK0321  DESIGNATION -  Z 168
 EK0321  PID         -  EK0321
 EK0321  STATE/COUNTY-  OK/MCCURTAIN
 EK0321  COUNTRY     -  US
 EK0321  USGS QUAD   -  WATSON (2018)
 EK0321
 EK0321                         *CURRENT SURVEY CONTROL
 EK0321  ______________________________________________________________________
 EK0321* NAD 83(1986) POSITION- 34 27 07.     (N) 094 37 21.     (W)   SCALED
 EK0321* NAVD 88 ORTHO HEIGHT -   234.426 (meters)      769.11  (feet) ADJUSTED
 EK0321  ______________________________________________________________________
 EK0321  GEOID HEIGHT    -        -30.619 (meters)                     GEOID18
 EK0321  DYNAMIC HEIGHT  -        234.173 (meters)      768.28  (feet) COMP
 EK0321  MODELED GRAVITY -    979,549.2   (mgal)                       NAVD 88
 EK0321
 EK0321  VERT ORDER      -  SECOND    CLASS 0
 EK0321
 EK0321.The horizontal coordinates were scaled from a map and have
 EK0321.an estimated accuracy of +/- 6 seconds.
 EK0321
 EK0321.The orthometric height was determined by differential leveling and
 EK0321.adjusted by the NATIONAL GEODETIC SURVEY
 EK0321.in June 1991.
 EK0321
 EK0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0321.GEOID18 height accuracy estimate available here.
 EK0321
 EK0321.Click photographs - Photos may exist for this station.
 EK0321
 EK0321.The dynamic height is computed by dividing the NAVD 88
 EK0321.geopotential number by the normal gravity value computed on the
 EK0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0321.degrees latitude (g = 980.6199 gals.).
 EK0321
 EK0321.The modeled gravity was interpolated from observed gravity values.
 EK0321
 EK0321;                    North         East    Units  Estimated Accuracy
 EK0321;SPC OK S     -   129,270.      910,290.      MT  (+/- 180 meters Scaled)
 EK0321
 EK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU509134(NAD 83)
 EK0321
 EK0321                          SUPERSEDED SURVEY CONTROL
 EK0321
 EK0321  NGVD 29 (??/??/92)  234.354  (m)          768.88   (f) ADJ UNCH    2 0
 EK0321
 EK0321.Superseded values are not recommended for survey control.
 EK0321
 EK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0321.See file dsdata.pdf to determine how the superseded data were derived.
 EK0321
 EK0321_MARKER: DB = BENCH MARK DISK
 EK0321_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0321_STAMPING: Z 168 1934
 EK0321_MARK LOGO: CGS
 EK0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0321
 EK0321  HISTORY     - Date     Condition        Report By
 EK0321  HISTORY     - 1934     MONUMENTED       CGS
 EK0321  HISTORY     - 1978     POOR             USGS
 EK0321
 EK0321                          STATION DESCRIPTION
 EK0321
 EK0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EK0321'1.8 MI E FROM SMITHVILLE.
 EK0321'1.8 MILES EAST OF, ALONG ST. HWY 21 OUTSIDE OF CURVE JUST WEST
 EK0321'OF STEEP HILL, ABOUT 0.2 MILE EAST OF FARM HOUSE ON SOUTH SIDE
 EK0321'OF HIGHWAY, 37 FEET NORTH OF CENTERLINE OF STATE HWY. 21, 20.9
 EK0321'FEET WEST OF SOUTHEAST FENCE CORNER, 16.2 FEET WEST OF CENTERLINE
 EK0321'OF BOARD GATE, 2 FEET SOUTH OF FENCE.  TABLET SET IN PRECAST
 EK0321'CONCRETE POST.
 EK0321
 EK0321                          STATION RECOVERY (1978)
 EK0321
 EK0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EK0321'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0200 ***********************************************************************
 FK0200  DESIGNATION -  Z 169
 FK0200  PID         -  FK0200
 FK0200  STATE/COUNTY-  OK/CUSTER
 FK0200  COUNTRY     -  US
 FK0200  USGS QUAD   -  CLINTON (2018)
 FK0200
 FK0200                         *CURRENT SURVEY CONTROL
 FK0200  ______________________________________________________________________
 FK0200* NAD 83(1986) POSITION- 35 32 38.     (N) 098 53 14.     (W)   SCALED
 FK0200* NAVD 88 ORTHO HEIGHT -   483.370 (meters)     1585.86  (feet) ADJUSTED
 FK0200  ______________________________________________________________________
 FK0200  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 FK0200  DYNAMIC HEIGHT  -        482.887 (meters)     1584.27  (feet) COMP
 FK0200  MODELED GRAVITY -    979,621.3   (mgal)                       NAVD 88
 FK0200
 FK0200  VERT ORDER      -  FIRST     CLASS II
 FK0200
 FK0200.The horizontal coordinates were scaled from a map and have
 FK0200.an estimated accuracy of +/- 6 seconds.
 FK0200
 FK0200.The orthometric height was determined by differential leveling and
 FK0200.adjusted by the NATIONAL GEODETIC SURVEY
 FK0200.in June 1991.
 FK0200
 FK0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0200.GEOID18 height accuracy estimate available here.
 FK0200
 FK0200.Click photographs - Photos may exist for this station.
 FK0200
 FK0200.The dynamic height is computed by dividing the NAVD 88
 FK0200.geopotential number by the normal gravity value computed on the
 FK0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0200.degrees latitude (g = 980.6199 gals.).
 FK0200
 FK0200.The modeled gravity was interpolated from observed gravity values.
 FK0200
 FK0200;                    North         East    Units  Estimated Accuracy
 FK0200;SPC OK N     -    60,710.      519,550.      MT  (+/- 180 meters Scaled)
 FK0200
 FK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE102333(NAD 83)
 FK0200
 FK0200                          SUPERSEDED SURVEY CONTROL
 FK0200
 FK0200  NGVD 29 (??/??/92)  483.164  (m)         1585.18   (f) ADJ UNCH    1 2
 FK0200
 FK0200.Superseded values are not recommended for survey control.
 FK0200
 FK0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0200.See file dsdata.pdf to determine how the superseded data were derived.
 FK0200
 FK0200_MARKER: DB = BENCH MARK DISK
 FK0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0200_SP_SET: CULVERT HEADWALL
 FK0200_STAMPING: Z 169 1953
 FK0200_MARK LOGO: CGS
 FK0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0200+STABILITY: SURFACE MOTION
 FK0200
 FK0200  HISTORY     - Date     Condition        Report By
 FK0200  HISTORY     - 1953     MONUMENTED       CGS
 FK0200
 FK0200                          STATION DESCRIPTION
 FK0200
 FK0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0200'5.9 MI NE FROM CLINTON.
 FK0200'5.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0200'RAILROAD FROM THE STATION AT CLINTON, 100 FEET NORTHEAST OF THE
 FK0200'CENTER LINE OF A DIRT ROAD, 42 FEET NORTH OF THE NORTHWEST
 FK0200'CORNER OF TRESTLE 5748, 34.3 FEET NORTHWEST OF THE NORTHWEST
 FK0200'RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 FK0200'NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT
 FK0200'UNDER THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0408 ***********************************************************************
 GG0408  DESIGNATION -  Z 17
 GG0408  PID         -  GG0408
 GG0408  STATE/COUNTY-  OK/ROGERS
 GG0408  COUNTRY     -  US
 GG0408  USGS QUAD   -  CATOOSA (2019)
 GG0408
 GG0408                         *CURRENT SURVEY CONTROL
 GG0408  ______________________________________________________________________
 GG0408* NAD 83(1986) POSITION- 36 11 47.     (N) 095 44 42.     (W)   SCALED
 GG0408* NAVD 88 ORTHO HEIGHT -   181.840 (meters)      596.59  (feet) ADJUSTED
 GG0408  ______________________________________________________________________
 GG0408  GEOID HEIGHT    -        -29.157 (meters)                     GEOID18
 GG0408  DYNAMIC HEIGHT  -        181.682 (meters)      596.07  (feet) COMP
 GG0408  MODELED GRAVITY -    979,759.6   (mgal)                       NAVD 88
 GG0408
 GG0408  VERT ORDER      -  FIRST     CLASS II
 GG0408
 GG0408.The horizontal coordinates were scaled from a map and have
 GG0408.an estimated accuracy of +/- 6 seconds.
 GG0408
 GG0408.The orthometric height was determined by differential leveling and
 GG0408.adjusted by the NATIONAL GEODETIC SURVEY
 GG0408.in June 1991.
 GG0408
 GG0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0408.GEOID18 height accuracy estimate available here.
 GG0408
 GG0408.Click photographs - Photos may exist for this station.
 GG0408
 GG0408.The dynamic height is computed by dividing the NAVD 88
 GG0408.geopotential number by the normal gravity value computed on the
 GG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0408.degrees latitude (g = 980.6199 gals.).
 GG0408
 GG0408.The modeled gravity was interpolated from observed gravity values.
 GG0408
 GG0408;                    North         East    Units  Estimated Accuracy
 GG0408;SPC OK N     -   135,100.      802,790.      MT  (+/- 180 meters Scaled)
 GG0408
 GG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA531092(NAD 83)
 GG0408
 GG0408                          SUPERSEDED SURVEY CONTROL
 GG0408
 GG0408  NGVD 29 (??/??/92)  181.726  (m)          596.21   (f) ADJ UNCH    1 2
 GG0408
 GG0408.Superseded values are not recommended for survey control.
 GG0408
 GG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0408.See file dsdata.pdf to determine how the superseded data were derived.
 GG0408
 GG0408_MARKER: DB = BENCH MARK DISK
 GG0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0408_STAMPING: Z 17 1933
 GG0408_MARK LOGO: CGS
 GG0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0408+STABILITY: SURFACE MOTION
 GG0408
 GG0408  HISTORY     - Date     Condition        Report By
 GG0408  HISTORY     - 1933     MONUMENTED       CGS
 GG0408  HISTORY     - 1960     GOOD             CGS
 GG0408  HISTORY     - 1963     MARK NOT FOUND   CGS
 GG0408
 GG0408                          STATION DESCRIPTION
 GG0408
 GG0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0408'0.5 MI N FROM CATOOSA.
 GG0408'1/2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 GG0408'THE STATION AT CATOOSA, ROGERS COUNTY, ABOUT 25 POLES SOUTH
 GG0408'OF MILEPOST 408, ABOUT 92 FEET EAST OF THE EAST RAIL OF THE
 GG0408'MAIN TRACK, ABOUT 13 YARDS NORTH OF A POLE, AND 27 FEET WEST
 GG0408'OF A TOWNSHIP ROAD PARALLELING THE TRACK.  A STANDARD DISK,
 GG0408'STAMPED Z 17 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GG0408'ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THERE WAS NO TOWNSHIP
 GG0408'ROAD ALONG THE EAST SIDE OF THE RAILROAD AT THE DESCRIBED
 GG0408'LOCATION.
 GG0408
 GG0408                          STATION RECOVERY (1963)
 GG0408
 GG0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 GG0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0005 ***********************************************************************
 FK0005  DESIGNATION -  Z 170
 FK0005  PID         -  FK0005
 FK0005  STATE/COUNTY-  OK/CANADIAN
 FK0005  COUNTRY     -  US
 FK0005  USGS QUAD   -  FORT RENO (2018)
 FK0005
 FK0005                         *CURRENT SURVEY CONTROL
 FK0005  ______________________________________________________________________
 FK0005* NAD 83(1986) POSITION- 35 34 58.     (N) 098 03 55.     (W)   SCALED
 FK0005* NAVD 88 ORTHO HEIGHT -   410.625 (meters)     1347.19  (feet) ADJUSTED
 FK0005  ______________________________________________________________________
 FK0005  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 FK0005  DYNAMIC HEIGHT  -        410.229 (meters)     1345.89  (feet) COMP
 FK0005  MODELED GRAVITY -    979,656.4   (mgal)                       NAVD 88
 FK0005
 FK0005  VERT ORDER      -  FIRST     CLASS II
 FK0005
 FK0005.The horizontal coordinates were scaled from a map and have
 FK0005.an estimated accuracy of +/- 6 seconds.
 FK0005
 FK0005.The orthometric height was determined by differential leveling and
 FK0005.adjusted by the NATIONAL GEODETIC SURVEY
 FK0005.in June 1991.
 FK0005
 FK0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0005.GEOID18 height accuracy estimate available here.
 FK0005
 FK0005.Click photographs - Photos may exist for this station.
 FK0005
 FK0005.The dynamic height is computed by dividing the NAVD 88
 FK0005.geopotential number by the normal gravity value computed on the
 FK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0005.degrees latitude (g = 980.6199 gals.).
 FK0005
 FK0005.The modeled gravity was interpolated from observed gravity values.
 FK0005
 FK0005;                    North         East    Units  Estimated Accuracy
 FK0005;SPC OK N     -    64,660.      594,080.      MT  (+/- 180 meters Scaled)
 FK0005
 FK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE846380(NAD 83)
 FK0005
 FK0005                          SUPERSEDED SURVEY CONTROL
 FK0005
 FK0005  NGVD 29 (??/??/92)  410.451  (m)         1346.62   (f) ADJ UNCH    1 2
 FK0005
 FK0005.Superseded values are not recommended for survey control.
 FK0005
 FK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0005.See file dsdata.pdf to determine how the superseded data were derived.
 FK0005
 FK0005_MARKER: DB = BENCH MARK DISK
 FK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0005_STAMPING: Z 170 1953
 FK0005_MARK LOGO: CGS
 FK0005_PROJECTION: PROJECTING 24 CENTIMETERS
 FK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0005+STABILITY: SURFACE MOTION
 FK0005
 FK0005  HISTORY     - Date     Condition        Report By
 FK0005  HISTORY     - 1953     MONUMENTED       CGS
 FK0005
 FK0005                          STATION DESCRIPTION
 FK0005
 FK0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0005'7.3 MI W FROM EL RENO.
 FK0005'7.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0005'RAILROAD FROM THE STATION AT EL RENO, 36 FEET SOUTHEAST OF THE
 FK0005'3RD POLE EAST OF MILEPOST 520, 109 FEET SOUTHEAST OF THE CENTER
 FK0005'OF A DIRT ROAD CROSSING, 44.4 FEET SOUTH OF THE SOUTH RAIL,
 FK0005'2 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET
 FK0005'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 FK0005'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0180 ***********************************************************************
 FK0180  DESIGNATION -  Z 172
 FK0180  PID         -  FK0180
 FK0180  STATE/COUNTY-  OK/CUSTER
 FK0180  COUNTRY     -  US
 FK0180  USGS QUAD   -  WEATHERFORD (2018)
 FK0180
 FK0180                         *CURRENT SURVEY CONTROL
 FK0180  ______________________________________________________________________
 FK0180* NAD 83(1986) POSITION- 35 31 46.     (N) 098 40 17.     (W)   SCALED
 FK0180* NAVD 88 ORTHO HEIGHT -   482.886 (meters)     1584.27  (feet) ADJUSTED
 FK0180  ______________________________________________________________________
 FK0180  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 FK0180  DYNAMIC HEIGHT  -        482.407 (meters)     1582.70  (feet) COMP
 FK0180  MODELED GRAVITY -    979,627.1   (mgal)                       NAVD 88
 FK0180
 FK0180  VERT ORDER      -  FIRST     CLASS II
 FK0180
 FK0180.The horizontal coordinates were scaled from a map and have
 FK0180.an estimated accuracy of +/- 6 seconds.
 FK0180
 FK0180.The orthometric height was determined by differential leveling and
 FK0180.adjusted by the NATIONAL GEODETIC SURVEY
 FK0180.in June 1991.
 FK0180
 FK0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0180.GEOID18 height accuracy estimate available here.
 FK0180
 FK0180.Click photographs - Photos may exist for this station.
 FK0180
 FK0180.The dynamic height is computed by dividing the NAVD 88
 FK0180.geopotential number by the normal gravity value computed on the
 FK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0180.degrees latitude (g = 980.6199 gals.).
 FK0180
 FK0180.The modeled gravity was interpolated from observed gravity values.
 FK0180
 FK0180;                    North         East    Units  Estimated Accuracy
 FK0180;SPC OK N     -    58,950.      539,110.      MT  (+/- 180 meters Scaled)
 FK0180
 FK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE297318(NAD 83)
 FK0180
 FK0180                          SUPERSEDED SURVEY CONTROL
 FK0180
 FK0180  NGVD 29 (??/??/92)  482.681  (m)         1583.60   (f) ADJ UNCH    1 2
 FK0180
 FK0180.Superseded values are not recommended for survey control.
 FK0180
 FK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0180.See file dsdata.pdf to determine how the superseded data were derived.
 FK0180
 FK0180_MARKER: DB = BENCH MARK DISK
 FK0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0180_STAMPING: Z 172 1953
 FK0180_MARK LOGO: CGS
 FK0180_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0180+STABILITY: SURFACE MOTION
 FK0180
 FK0180  HISTORY     - Date     Condition        Report By
 FK0180  HISTORY     - 1953     MONUMENTED       CGS
 FK0180  HISTORY     - 1984     MARK NOT FOUND   USGS
 FK0180
 FK0180                          STATION DESCRIPTION
 FK0180
 FK0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0180'2.3 MI E FROM WEATHERFORD.
 FK0180'2.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0180'RAILROAD FROM THE STATION AT WEATHERFORD, 20 POLES WEST OF
 FK0180'MILEPOST 560, 45.6 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH
 FK0180'OF A FENCE, 3.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 FK0180'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FK0180
 FK0180                          STATION RECOVERY (1984)
 FK0180
 FK0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 FK0180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0303 ***********************************************************************
 FK0303  DESIGNATION -  Z 173
 FK0303  PID         -  FK0303
 FK0303  STATE/COUNTY-  OK/CUSTER
 FK0303  COUNTRY     -  US
 FK0303  USGS QUAD   -  DILL CITY NE (2018)
 FK0303
 FK0303                         *CURRENT SURVEY CONTROL
 FK0303  ______________________________________________________________________
 FK0303* NAD 83(1986) POSITION- 35 29 18.     (N) 099 03 59.     (W)   SCALED
 FK0303* NAVD 88 ORTHO HEIGHT -   468.633 (meters)     1537.51  (feet) ADJUSTED
 FK0303  ______________________________________________________________________
 FK0303  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 FK0303  DYNAMIC HEIGHT  -        468.157 (meters)     1535.95  (feet) COMP
 FK0303  MODELED GRAVITY -    979,605.8   (mgal)                       NAVD 88
 FK0303
 FK0303  VERT ORDER      -  FIRST     CLASS II
 FK0303
 FK0303.The horizontal coordinates were scaled from a map and have
 FK0303.an estimated accuracy of +/- 6 seconds.
 FK0303
 FK0303.The orthometric height was determined by differential leveling and
 FK0303.adjusted by the NATIONAL GEODETIC SURVEY
 FK0303.in June 1991.
 FK0303
 FK0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0303.GEOID18 height accuracy estimate available here.
 FK0303
 FK0303.Click photographs - Photos may exist for this station.
 FK0303
 FK0303.The dynamic height is computed by dividing the NAVD 88
 FK0303.geopotential number by the normal gravity value computed on the
 FK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0303.degrees latitude (g = 980.6199 gals.).
 FK0303
 FK0303.The modeled gravity was interpolated from observed gravity values.
 FK0303
 FK0303;                    North         East    Units  Estimated Accuracy
 FK0303;SPC OK N     -    54,710.      503,230.      MT  (+/- 180 meters Scaled)
 FK0303
 FK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME939272(NAD 83)
 FK0303
 FK0303                          SUPERSEDED SURVEY CONTROL
 FK0303
 FK0303  NGVD 29 (??/??/92)  468.417  (m)         1536.80   (f) ADJ UNCH    1 2
 FK0303
 FK0303.Superseded values are not recommended for survey control.
 FK0303
 FK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0303.See file dsdata.pdf to determine how the superseded data were derived.
 FK0303
 FK0303_MARKER: DB = BENCH MARK DISK
 FK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0303_STAMPING: Z 173 1953
 FK0303_MARK LOGO: CGS
 FK0303_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0303+STABILITY: SURFACE MOTION
 FK0303
 FK0303  HISTORY     - Date     Condition        Report By
 FK0303  HISTORY     - 1953     MONUMENTED       CGS
 FK0303  HISTORY     - 1955     GOOD             CGS
 FK0303  HISTORY     - 1981     MARK NOT FOUND   USGS
 FK0303
 FK0303                          STATION DESCRIPTION
 FK0303
 FK0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FK0303'6.55 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0303'RAILROAD FROM THE STATION AT FOSS, 5 POLES EAST OF MILEPOST 588,
 FK0303'54.6 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE,
 FK0303'2 FEET EAST OF A WITNESS POST, 125 YARDS EAST OF THE EAST END
 FK0303'OF TRESTLE 5880, 0.9 MILE WEST OF BENCH MARK Y 173, SET IN
 FK0303'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FK0303'GROUND.
 FK0303
 FK0303                          STATION RECOVERY (1981)
 FK0303
 FK0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FK0303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0340 ***********************************************************************
 FK0340  DESIGNATION -  Z 174
 FK0340  PID         -  FK0340
 FK0340  STATE/COUNTY-  OK/BECKHAM
 FK0340  COUNTRY     -  US
 FK0340  USGS QUAD   -  ELK CITY (2018)
 FK0340
 FK0340                         *CURRENT SURVEY CONTROL
 FK0340  ______________________________________________________________________
 FK0340* NAD 83(1986) POSITION- 35 24 28.     (N) 099 24 11.     (W)   SCALED
 FK0340* NAVD 88 ORTHO HEIGHT -   584.376 (meters)     1917.24  (feet) ADJUSTED
 FK0340  ______________________________________________________________________
 FK0340  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 FK0340  DYNAMIC HEIGHT  -        583.766 (meters)     1915.24  (feet) COMP
 FK0340  MODELED GRAVITY -    979,570.9   (mgal)                       NAVD 88
 FK0340
 FK0340  VERT ORDER      -  FIRST     CLASS II
 FK0340
 FK0340.The horizontal coordinates were scaled from a map and have
 FK0340.an estimated accuracy of +/- 6 seconds.
 FK0340
 FK0340.The orthometric height was determined by differential leveling and
 FK0340.adjusted by the NATIONAL GEODETIC SURVEY
 FK0340.in June 1991.
 FK0340
 FK0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0340.GEOID18 height accuracy estimate available here.
 FK0340
 FK0340.Click photographs - Photos may exist for this station.
 FK0340
 FK0340.The dynamic height is computed by dividing the NAVD 88
 FK0340.geopotential number by the normal gravity value computed on the
 FK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0340.degrees latitude (g = 980.6199 gals.).
 FK0340
 FK0340.The modeled gravity was interpolated from observed gravity values.
 FK0340
 FK0340;                    North         East    Units  Estimated Accuracy
 FK0340;SPC OK S     -   231,000.      472,560.      MT  (+/- 180 meters Scaled)
 FK0340
 FK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME634183(NAD 83)
 FK0340
 FK0340                          SUPERSEDED SURVEY CONTROL
 FK0340
 FK0340  NGVD 29 (??/??/92)  584.116  (m)         1916.39   (f) ADJ UNCH    1 2
 FK0340
 FK0340.Superseded values are not recommended for survey control.
 FK0340
 FK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0340.See file dsdata.pdf to determine how the superseded data were derived.
 FK0340
 FK0340_MARKER: DB = BENCH MARK DISK
 FK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0340_STAMPING: Z 174 1953
 FK0340_MARK LOGO: CGS
 FK0340_PROJECTION: PROJECTING 21 CENTIMETERS
 FK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0340+STABILITY: SURFACE MOTION
 FK0340
 FK0340  HISTORY     - Date     Condition        Report By
 FK0340  HISTORY     - 1953     MONUMENTED       CGS
 FK0340  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FK0340  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 FK0340
 FK0340                          STATION DESCRIPTION
 FK0340
 FK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0340'AT ELK CITY.
 FK0340'AT ELK CITY, 53.7 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FK0340'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 101 FEET
 FK0340'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RAILWAY EXPRESS OFFICE
 FK0340'BUILDING, 91 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 FK0340'TRACK, 9.7 FEET WEST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF
 FK0340'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FK0340'0.7 FOOT ABOVE THE GROUND.
 FK0340
 FK0340                          STATION RECOVERY (1986)
 FK0340
 FK0340'RECOVERY NOTE BY US POWER SQUADRON 1986 (WEK)
 FK0340'MARK NOT FOUND.
 FK0340
 FK0340                          STATION RECOVERY (2005)
 FK0340
 FK0340'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FK0340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0459 ***********************************************************************
 FK0459  DESIGNATION -  Z 175
 FK0459  PID         -  FK0459
 FK0459  STATE/COUNTY-  OK/BECKHAM
 FK0459  COUNTRY     -  US
 FK0459  USGS QUAD   -  SAYRE (2018)
 FK0459
 FK0459                         *CURRENT SURVEY CONTROL
 FK0459  ______________________________________________________________________
 FK0459* NAD 83(1986) POSITION- 35 19 41.     (N) 099 38 14.     (W)   SCALED
 FK0459* NAVD 88 ORTHO HEIGHT -   587.058 (meters)     1926.04  (feet) ADJUSTED
 FK0459  ______________________________________________________________________
 FK0459  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 FK0459  DYNAMIC HEIGHT  -        586.448 (meters)     1924.04  (feet) COMP
 FK0459  MODELED GRAVITY -    979,575.1   (mgal)                       NAVD 88
 FK0459
 FK0459  VERT ORDER      -  FIRST     CLASS II
 FK0459
 FK0459.The horizontal coordinates were scaled from a map and have
 FK0459.an estimated accuracy of +/- 6 seconds.
 FK0459
 FK0459.The orthometric height was determined by differential leveling and
 FK0459.adjusted by the NATIONAL GEODETIC SURVEY
 FK0459.in June 1991.
 FK0459
 FK0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0459.GEOID18 height accuracy estimate available here.
 FK0459
 FK0459.Click photographs - Photos may exist for this station.
 FK0459
 FK0459.The dynamic height is computed by dividing the NAVD 88
 FK0459.geopotential number by the normal gravity value computed on the
 FK0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0459.degrees latitude (g = 980.6199 gals.).
 FK0459
 FK0459.The modeled gravity was interpolated from observed gravity values.
 FK0459
 FK0459;                    North         East    Units  Estimated Accuracy
 FK0459;SPC OK S     -   222,480.      451,140.      MT  (+/- 180 meters Scaled)
 FK0459
 FK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME420096(NAD 83)
 FK0459
 FK0459                          SUPERSEDED SURVEY CONTROL
 FK0459
 FK0459  NGVD 29 (??/??/92)  586.811  (m)         1925.23   (f) ADJ UNCH    1 2
 FK0459
 FK0459.Superseded values are not recommended for survey control.
 FK0459
 FK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0459.See file dsdata.pdf to determine how the superseded data were derived.
 FK0459
 FK0459_MARKER: DB = BENCH MARK DISK
 FK0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0459_STAMPING: Z 175 1953
 FK0459_MARK LOGO: CGS
 FK0459_PROJECTION: PROJECTING 18 CENTIMETERS
 FK0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0459+STABILITY: SURFACE MOTION
 FK0459
 FK0459  HISTORY     - Date     Condition        Report By
 FK0459  HISTORY     - 1953     MONUMENTED       CGS
 FK0459  HISTORY     - 19881108 MARK NOT FOUND   USPSQD
 FK0459
 FK0459                          STATION DESCRIPTION
 FK0459
 FK0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0459'2.4 MI N FROM SAYRE.
 FK0459'1.0 MILE NORTH ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FK0459'ISLAND AND PACIFIC RAILROAD STATION AT SAYRE, THENCE 1.45 MILES
 FK0459'NORTH ALONG U.S. HIGHWAY 283, 14 FEET WEST OF THE NORTHWEST
 FK0459'CORNER OF THE HANGAR AT THE ARCHER AIRPORT, 77 FEET EAST OF THE
 FK0459'CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTH OF A FENCE, 2.8 FEET
 FK0459'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FK0459'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FK0459
 FK0459                          STATION RECOVERY (1988)
 FK0459
 FK0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDS)
 FK0459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0434 ***********************************************************************
 FK0434  DESIGNATION -  Z 176
 FK0434  PID         -  FK0434
 FK0434  STATE/COUNTY-  OK/BECKHAM
 FK0434  COUNTRY     -  US
 FK0434  USGS QUAD   -  TEXOLA (2018)
 FK0434
 FK0434                         *CURRENT SURVEY CONTROL
 FK0434  ______________________________________________________________________
 FK0434* NAD 83(1986) POSITION- 35 12 57.     (N) 099 54 40.     (W)   SCALED
 FK0434* NAVD 88 ORTHO HEIGHT -   616.774 (meters)     2023.53  (feet) ADJUSTED
 FK0434  ______________________________________________________________________
 FK0434  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 FK0434  DYNAMIC HEIGHT  -        616.151 (meters)     2021.49  (feet) COMP
 FK0434  MODELED GRAVITY -    979,603.2   (mgal)                       NAVD 88
 FK0434
 FK0434  VERT ORDER      -  FIRST     CLASS II
 FK0434
 FK0434.The horizontal coordinates were scaled from a map and have
 FK0434.an estimated accuracy of +/- 6 seconds.
 FK0434
 FK0434.The orthometric height was determined by differential leveling and
 FK0434.adjusted by the NATIONAL GEODETIC SURVEY
 FK0434.in June 1991.
 FK0434
 FK0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0434.GEOID18 height accuracy estimate available here.
 FK0434
 FK0434.Click photographs - Photos may exist for this station.
 FK0434
 FK0434.The dynamic height is computed by dividing the NAVD 88
 FK0434.geopotential number by the normal gravity value computed on the
 FK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0434.degrees latitude (g = 980.6199 gals.).
 FK0434
 FK0434.The modeled gravity was interpolated from observed gravity values.
 FK0434
 FK0434;                    North         East    Units  Estimated Accuracy
 FK0434;SPC OK S     -   210,470.      426,010.      MT  (+/- 180 meters Scaled)
 FK0434
 FK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD170973(NAD 83)
 FK0434
 FK0434                          SUPERSEDED SURVEY CONTROL
 FK0434
 FK0434  NGVD 29 (??/??/92)  616.547  (m)         2022.79   (f) ADJ UNCH    1 2
 FK0434
 FK0434.Superseded values are not recommended for survey control.
 FK0434
 FK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0434.See file dsdata.pdf to determine how the superseded data were derived.
 FK0434
 FK0434_MARKER: DB = BENCH MARK DISK
 FK0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FK0434_STAMPING: Z 176 1953
 FK0434_MARK LOGO: CGS
 FK0434_PROJECTION: PROJECTING 12 CENTIMETERS
 FK0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0434+STABILITY: SURFACE MOTION
 FK0434
 FK0434  HISTORY     - Date     Condition        Report By
 FK0434  HISTORY     - 1953     MONUMENTED       CGS
 FK0434  HISTORY     - 19870910 MARK NOT FOUND   USPSQD
 FK0434
 FK0434                          STATION DESCRIPTION
 FK0434
 FK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0434'2.6 MI W FROM ERICK.
 FK0434'2.65 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0434'RAILROAD FROM THE STATION AT ERICK, 0.55 MILE WEST OF MILEPOST
 FK0434'643, 77 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 43
 FK0434'FEET NORTH OF THE NORTH RAIL, 14.5 FEET NORTHWEST OF A TELEPHONE
 FK0434'POLE, 4.5 FEET SOUTH OF A FENCE, 2.8 FEET EAST OF A WITNESS
 FK0434'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FK0434'ABOVE THE GROUND.
 FK0434
 FK0434                          STATION RECOVERY (1987)
 FK0434
 FK0434'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDS)
 FK0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0711 ***********************************************************************
 FH0711  DESIGNATION -  Z 18
 FH0711  PID         -  FH0711
 FH0711  STATE/COUNTY-  OK/OKMULGEE
 FH0711  COUNTRY     -  US
 FH0711  USGS QUAD   -  OKMULGEE NORTH (2018)
 FH0711
 FH0711                         *CURRENT SURVEY CONTROL
 FH0711  ______________________________________________________________________
 FH0711* NAD 83(1986) POSITION- 35 38 32.     (N) 095 58 08.     (W)   SCALED
 FH0711* NAVD 88 ORTHO HEIGHT -   204.636 (meters)      671.38  (feet) ADJUSTED
 FH0711  ______________________________________________________________________
 FH0711  GEOID HEIGHT    -        -29.084 (meters)                     GEOID18
 FH0711  DYNAMIC HEIGHT  -        204.447 (meters)      670.76  (feet) COMP
 FH0711  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FH0711
 FH0711  VERT ORDER      -  FIRST     CLASS II
 FH0711
 FH0711.The horizontal coordinates were scaled from a map and have
 FH0711.an estimated accuracy of +/- 6 seconds.
 FH0711
 FH0711.The orthometric height was determined by differential leveling and
 FH0711.adjusted by the NATIONAL GEODETIC SURVEY
 FH0711.in June 1991.
 FH0711
 FH0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0711.GEOID18 height accuracy estimate available here.
 FH0711
 FH0711.Click photographs - Photos may exist for this station.
 FH0711
 FH0711.The dynamic height is computed by dividing the NAVD 88
 FH0711.geopotential number by the normal gravity value computed on the
 FH0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0711.degrees latitude (g = 980.6199 gals.).
 FH0711
 FH0711.The modeled gravity was interpolated from observed gravity values.
 FH0711
 FH0711;                    North         East    Units  Estimated Accuracy
 FH0711;SPC OK N     -    73,180.      783,940.      MT  (+/- 180 meters Scaled)
 FH0711
 FH0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV311483(NAD 83)
 FH0711
 FH0711                          SUPERSEDED SURVEY CONTROL
 FH0711
 FH0711  NGVD 29 (??/??/92)  204.524  (m)          671.01   (f) ADJ UNCH    1 2
 FH0711
 FH0711.Superseded values are not recommended for survey control.
 FH0711
 FH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0711.See file dsdata.pdf to determine how the superseded data were derived.
 FH0711
 FH0711_MARKER: DB = BENCH MARK DISK
 FH0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0711_STAMPING: Z 18 1933
 FH0711_MARK LOGO: CGS
 FH0711_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0711+STABILITY: SURFACE MOTION
 FH0711
 FH0711  HISTORY     - Date     Condition        Report By
 FH0711  HISTORY     - 1933     MONUMENTED       CGS
 FH0711  HISTORY     - 1969     MARK NOT FOUND   CGS
 FH0711
 FH0711                          STATION DESCRIPTION
 FH0711
 FH0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0711'1.2 MI N FROM OKMULGEE.
 FH0711'ABOUT 1.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FH0711'FROM THE STATION AT OKMULGEE, OKMULGEE COUNTY, AT A ROAD
 FH0711'CROSSING, 66 FEET NORTH OF A CROSSING SIGNAL POST, 36 FEET WEST
 FH0711'OF THE WEST RAIL OF THE MAIN TRACK, 42 FEET SOUTH OF THE CENTER
 FH0711'LINE OF THE ROAD, AND 2-1/2 FEET EAST OF THE RIGHT-OF-WAY
 FH0711'FENCE.  A STANDARD DISK, STAMPED Z 18 1933 AND SET IN THE TOP
 FH0711'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND
 FH0711
 FH0711                          STATION RECOVERY (1969)
 FH0711
 FH0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FH0711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0513 ***********************************************************************
 GH0513  DESIGNATION -  Z 180
 GH0513  PID         -  GH0513
 GH0513  STATE/COUNTY-  OK/GRANT
 GH0513  COUNTRY     -  US
 GH0513  USGS QUAD   -  WAKITA SE (2018)
 GH0513
 GH0513                         *CURRENT SURVEY CONTROL
 GH0513  ______________________________________________________________________
 GH0513* NAD 83(1986) POSITION- 36 51 12.     (N) 097 50 19.     (W)   SCALED
 GH0513* NAVD 88 ORTHO HEIGHT -   333.663 (meters)     1094.69  (feet) ADJUSTED
 GH0513  ______________________________________________________________________
 GH0513  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GH0513  DYNAMIC HEIGHT  -        333.385 (meters)     1093.78  (feet) COMP
 GH0513  MODELED GRAVITY -    979,789.6   (mgal)                       NAVD 88
 GH0513
 GH0513  VERT ORDER      -  FIRST     CLASS II
 GH0513
 GH0513.The horizontal coordinates were scaled from a map and have
 GH0513.an estimated accuracy of +/- 6 seconds.
 GH0513
 GH0513.The orthometric height was determined by differential leveling and
 GH0513.adjusted by the NATIONAL GEODETIC SURVEY
 GH0513.in June 1991.
 GH0513
 GH0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0513.GEOID18 height accuracy estimate available here.
 GH0513
 GH0513.Click photographs - Photos may exist for this station.
 GH0513
 GH0513.The dynamic height is computed by dividing the NAVD 88
 GH0513.geopotential number by the normal gravity value computed on the
 GH0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0513.degrees latitude (g = 980.6199 gals.).
 GH0513
 GH0513.The modeled gravity was interpolated from observed gravity values.
 GH0513
 GH0513;                    North         East    Units  Estimated Accuracy
 GH0513;SPC OK N     -   205,650.      614,390.      MT  (+/- 180 meters Scaled)
 GH0513
 GH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF035792(NAD 83)
 GH0513
 GH0513                          SUPERSEDED SURVEY CONTROL
 GH0513
 GH0513  NGVD 29 (??/??/92)  333.548  (m)         1094.32   (f) ADJ UNCH    1 2
 GH0513
 GH0513.Superseded values are not recommended for survey control.
 GH0513
 GH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0513.See file dsdata.pdf to determine how the superseded data were derived.
 GH0513
 GH0513_MARKER: DB = BENCH MARK DISK
 GH0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0513_STAMPING: Z 180 1953
 GH0513_MARK LOGO: CGS
 GH0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0513+STABILITY: SURFACE MOTION
 GH0513
 GH0513  HISTORY     - Date     Condition        Report By
 GH0513  HISTORY     - 1953     MONUMENTED       CGS
 GH0513  HISTORY     - 1985     GOOD             NGS
 GH0513
 GH0513                          STATION DESCRIPTION
 GH0513
 GH0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0513'1.1 MI NW FROM CLYDE.
 GH0513'1.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 GH0513'RAILROAD FROM THE STATION SIGN AT CLYDE, 4 1/2 POLES SOUTHEAST
 GH0513'OF A ROAD CROSSING, 6 1/2 POLES NORTHWEST OF MILEPOST 96, 44
 GH0513'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A
 GH0513'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GH0513'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GH0513
 GH0513                          STATION RECOVERY (1985)
 GH0513
 GH0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0484 ***********************************************************************
 GH0484  DESIGNATION -  Z 181
 GH0484  PID         -  GH0484
 GH0484  STATE/COUNTY-  OK/GRANT
 GH0484  COUNTRY     -  US
 GH0484  USGS QUAD   -  KREMLIN (2018)
 GH0484
 GH0484                         *CURRENT SURVEY CONTROL
 GH0484  ______________________________________________________________________
 GH0484* NAD 83(1986) POSITION- 36 36 36.     (N) 097 49 02.     (W)   SCALED
 GH0484* NAVD 88 ORTHO HEIGHT -   322.168 (meters)     1056.98  (feet) ADJUSTED
 GH0484  ______________________________________________________________________
 GH0484  GEOID HEIGHT    -        -27.932 (meters)                     GEOID18
 GH0484  DYNAMIC HEIGHT  -        321.893 (meters)     1056.08  (feet) COMP
 GH0484  MODELED GRAVITY -    979,769.9   (mgal)                       NAVD 88
 GH0484
 GH0484  VERT ORDER      -  FIRST     CLASS II
 GH0484
 GH0484.The horizontal coordinates were scaled from a map and have
 GH0484.an estimated accuracy of +/- 6 seconds.
 GH0484
 GH0484.The orthometric height was determined by differential leveling and
 GH0484.adjusted by the NATIONAL GEODETIC SURVEY
 GH0484.in June 1991.
 GH0484
 GH0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0484.GEOID18 height accuracy estimate available here.
 GH0484
 GH0484.Click photographs - Photos may exist for this station.
 GH0484
 GH0484.The dynamic height is computed by dividing the NAVD 88
 GH0484.geopotential number by the normal gravity value computed on the
 GH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0484.degrees latitude (g = 980.6199 gals.).
 GH0484
 GH0484.The modeled gravity was interpolated from observed gravity values.
 GH0484
 GH0484;                    North         East    Units  Estimated Accuracy
 GH0484;SPC OK N     -   178,650.      616,350.      MT  (+/- 180 meters Scaled)
 GH0484
 GH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF057522(NAD 83)
 GH0484
 GH0484                          SUPERSEDED SURVEY CONTROL
 GH0484
 GH0484  NGVD 29 (??/??/92)  322.047  (m)         1056.58   (f) ADJ UNCH    1 2
 GH0484
 GH0484.Superseded values are not recommended for survey control.
 GH0484
 GH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0484.See file dsdata.pdf to determine how the superseded data were derived.
 GH0484
 GH0484_MARKER: DB = BENCH MARK DISK
 GH0484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH0484_SP_SET: RAILROAD BRIDGE ABUTMENT
 GH0484_STAMPING: Z 181 1953
 GH0484_MARK LOGO: CGS
 GH0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0484
 GH0484  HISTORY     - Date     Condition        Report By
 GH0484  HISTORY     - 1953     MONUMENTED       CGS
 GH0484  HISTORY     - 1985     GOOD             NGS
 GH0484
 GH0484                          STATION DESCRIPTION
 GH0484
 GH0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0484'4.1 MI S FROM POND CREEK.
 GH0484'4.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GH0484'RAILROAD FROM THE STATION AT POND CREEK, 6 POLES NORTH OF A
 GH0484'ROAD CROSSING, 10 FEET WEST OF THE WEST RAIL, 3 FEET BELOW THE
 GH0484'TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE SOUTH
 GH0484'ABUTMENT OF BRIDGE 326.3.
 GH0484
 GH0484                          STATION RECOVERY (1985)
 GH0484
 GH0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0406 ***********************************************************************
 GH0406  DESIGNATION -  Z 182
 GH0406  PID         -  GH0406
 GH0406  STATE/COUNTY-  OK/GARFIELD
 GH0406  COUNTRY     -  US
 GH0406  USGS QUAD   -  WAUKOMIS (2018)
 GH0406
 GH0406                         *CURRENT SURVEY CONTROL
 GH0406  ______________________________________________________________________
 GH0406* NAD 83(1986) POSITION- 36 20 48.     (N) 097 53 51.     (W)   SCALED
 GH0406* NAVD 88 ORTHO HEIGHT -   387.569 (meters)     1271.55  (feet) ADJUSTED
 GH0406  ______________________________________________________________________
 GH0406  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 GH0406  DYNAMIC HEIGHT  -        387.227 (meters)     1270.43  (feet) COMP
 GH0406  MODELED GRAVITY -    979,737.3   (mgal)                       NAVD 88
 GH0406
 GH0406  VERT ORDER      -  FIRST     CLASS II
 GH0406
 GH0406.The horizontal coordinates were scaled from a map and have
 GH0406.an estimated accuracy of +/- 6 seconds.
 GH0406
 GH0406.The orthometric height was determined by differential leveling and
 GH0406.adjusted by the NATIONAL GEODETIC SURVEY
 GH0406.in June 1991.
 GH0406
 GH0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0406.GEOID18 height accuracy estimate available here.
 GH0406
 GH0406.Click photographs - Photos may exist for this station.
 GH0406
 GH0406.The dynamic height is computed by dividing the NAVD 88
 GH0406.geopotential number by the normal gravity value computed on the
 GH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0406.degrees latitude (g = 980.6199 gals.).
 GH0406
 GH0406.The modeled gravity was interpolated from observed gravity values.
 GH0406
 GH0406;                    North         East    Units  Estimated Accuracy
 GH0406;SPC OK N     -   149,420.      609,200.      MT  (+/- 180 meters Scaled)
 GH0406
 GH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF989229(NAD 83)
 GH0406
 GH0406                          SUPERSEDED SURVEY CONTROL
 GH0406
 GH0406  NGVD 29 (??/??/92)  387.422  (m)         1271.07   (f) ADJ UNCH    1 2
 GH0406
 GH0406.Superseded values are not recommended for survey control.
 GH0406
 GH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0406.See file dsdata.pdf to determine how the superseded data were derived.
 GH0406
 GH0406_MARKER: DB = BENCH MARK DISK
 GH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0406_STAMPING: Z 182 1953
 GH0406_MARK LOGO: CGS
 GH0406_PROJECTION: FLUSH
 GH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0406+STABILITY: SURFACE MOTION
 GH0406
 GH0406  HISTORY     - Date     Condition        Report By
 GH0406  HISTORY     - 1953     MONUMENTED       CGS
 GH0406  HISTORY     - 1985     MARK NOT FOUND   NGS
 GH0406
 GH0406                          STATION DESCRIPTION
 GH0406
 GH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0406'4.5 MI SW FROM ENID.
 GH0406'4.0 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE
 GH0406'AT ENID, THENCE 0.5 MILE WEST ALONG A PAVED ROAD, 17.6 FEET
 GH0406'EAST OF THE EAST SIDE OF THE GUARD HOUSE AT VANCE AIR BASE,
 GH0406'AT THE MAIN ENTRANCE TO THE BASE, 3.6 FEET WEST OF A POWER POLE,
 GH0406'2 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 GH0406'IS FLUSH WITH THE GROUND.
 GH0406
 GH0406                          STATION RECOVERY (1985)
 GH0406
 GH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0406'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0444 ***********************************************************************
 GH0444  DESIGNATION -  Z 183
 GH0444  PID         -  GH0444
 GH0444  STATE/COUNTY-  OK/GARFIELD
 GH0444  COUNTRY     -  US
 GH0444  USGS QUAD   -  ENID EAST (2018)
 GH0444
 GH0444                         *CURRENT SURVEY CONTROL
 GH0444  ______________________________________________________________________
 GH0444* NAD 83(1986) POSITION- 36 24 02.     (N) 097 49 09.     (W)   SCALED
 GH0444* NAVD 88 ORTHO HEIGHT -   357.495 (meters)     1172.88  (feet) ADJUSTED
 GH0444  ______________________________________________________________________
 GH0444  GEOID HEIGHT    -        -27.812 (meters)                     GEOID18
 GH0444  DYNAMIC HEIGHT  -        357.181 (meters)     1171.85  (feet) COMP
 GH0444  MODELED GRAVITY -    979,742.7   (mgal)                       NAVD 88
 GH0444
 GH0444  VERT ORDER      -  FIRST     CLASS II
 GH0444
 GH0444.The horizontal coordinates were scaled from a map and have
 GH0444.an estimated accuracy of +/- 6 seconds.
 GH0444
 GH0444.The orthometric height was determined by differential leveling and
 GH0444.adjusted by the NATIONAL GEODETIC SURVEY
 GH0444.in June 1991.
 GH0444
 GH0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0444.GEOID18 height accuracy estimate available here.
 GH0444
 GH0444.Click photographs - Photos may exist for this station.
 GH0444
 GH0444.The dynamic height is computed by dividing the NAVD 88
 GH0444.geopotential number by the normal gravity value computed on the
 GH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0444.degrees latitude (g = 980.6199 gals.).
 GH0444
 GH0444.The modeled gravity was interpolated from observed gravity values.
 GH0444
 GH0444;                    North         East    Units  Estimated Accuracy
 GH0444;SPC OK N     -   155,410.      616,220.      MT  (+/- 180 meters Scaled)
 GH0444
 GH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF058290(NAD 83)
 GH0444
 GH0444                          SUPERSEDED SURVEY CONTROL
 GH0444
 GH0444  NGVD 29 (??/??/92)  357.359  (m)         1172.44   (f) ADJ UNCH    1 2
 GH0444
 GH0444.Superseded values are not recommended for survey control.
 GH0444
 GH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0444.See file dsdata.pdf to determine how the superseded data were derived.
 GH0444
 GH0444_MARKER: DB = BENCH MARK DISK
 GH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0444_STAMPING: Z 183 1953
 GH0444_MARK LOGO: CGS
 GH0444_PROJECTION: PROJECTING 15 CENTIMETERS
 GH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0444+STABILITY: SURFACE MOTION
 GH0444
 GH0444  HISTORY     - Date     Condition        Report By
 GH0444  HISTORY     - 1953     MONUMENTED       CGS
 GH0444
 GH0444                          STATION DESCRIPTION
 GH0444
 GH0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0444'3.2 MI SE FROM ENID.
 GH0444'3.2 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO
 GH0444'RAILROAD FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND
 GH0444'PACIFIC RAILROAD AT ENID, 4 POLES NORTHWEST OF MILEPOST 541,
 GH0444'AT A ROAD CROSSING, 155 FEET NORTHWEST OF THE CENTER LINE OF A
 GH0444'ROAD, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 19 FEET EAST
 GH0444'OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET
 GH0444'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GH0444'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0574 ***********************************************************************
 FJ0574  DESIGNATION -  Z 184
 FJ0574  PID         -  FJ0574
 FJ0574  STATE/COUNTY-  OK/KINGFISHER
 FJ0574  COUNTRY     -  US
 FJ0574  USGS QUAD   -  KINGFISHER (2018)
 FJ0574
 FJ0574                         *CURRENT SURVEY CONTROL
 FJ0574  ______________________________________________________________________
 FJ0574* NAD 83(1993) POSITION- 35 52 17.69849(N) 097 57 07.77499(W)   ADJUSTED
 FJ0574* NAVD 88 ORTHO HEIGHT -   320.248 (meters)     1050.68  (feet) ADJUSTED
 FJ0574  ______________________________________________________________________
 FJ0574  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 FJ0574  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 FJ0574  DYNAMIC HEIGHT  -        319.957 (meters)     1049.73  (feet) COMP
 FJ0574  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 FJ0574
 FJ0574  HORZ ORDER      -  SECOND
 FJ0574  VERT ORDER      -  FIRST     CLASS II
 FJ0574
 FJ0574.The horizontal coordinates were established by classical geodetic methods
 FJ0574.and adjusted by the National Geodetic Survey in November 1994.
 FJ0574
 FJ0574.The orthometric height was determined by differential leveling and
 FJ0574.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0574.in June 1991.
 FJ0574
 FJ0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0574.GEOID18 height accuracy estimate available here.
 FJ0574
 FJ0574.Click photographs - Photos may exist for this station.
 FJ0574
 FJ0574.The Laplace correction was computed from DEFLEC18 derived deflections.
 FJ0574
 FJ0574.The dynamic height is computed by dividing the NAVD 88
 FJ0574.geopotential number by the normal gravity value computed on the
 FJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0574.degrees latitude (g = 980.6199 gals.).
 FJ0574
 FJ0574.The modeled gravity was interpolated from observed gravity values.
 FJ0574
 FJ0574. The following values were computed from the NAD 83(1993) position.
 FJ0574
 FJ0574;                    North         East     Units Scale Factor Converg.
 FJ0574;SPC OK N     -    96,705.420   604,320.260   MT  0.99995867   +0 01 41.6
 FJ0574;SPC OK N     -   317,274.37  1,982,674.05   sFT  0.99995867   +0 01 41.6
 FJ0574;UTM  14      - 3,970,212.159   594,593.892   MT  0.99971026   +0 36 50.6
 FJ0574
 FJ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FJ0574!SPC OK N     -   0.99995400  x   0.99995867  =   0.99991268
 FJ0574!UTM  14      -   0.99995400  x   0.99971026  =   0.99966428
 FJ0574
 FJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9459370212(NAD 83)
 FJ0574
 FJ0574                          SUPERSEDED SURVEY CONTROL
 FJ0574
 FJ0574  NAD 83(1986)-  35 52 17.70332(N)    097 57 07.76145(W) AD(       ) 2
 FJ0574  NAD 27      -  35 52 17.55089(N)    097 57 06.56700(W) AD(       ) 2
 FJ0574  NGVD 29 (??/??/92)  320.118  (m)         1050.25   (f) ADJ UNCH    1 2
 FJ0574  NGVD 29             320.12   (m)         1050.3    (f) LEVELING    3  
 FJ0574
 FJ0574.Superseded values are not recommended for survey control.
 FJ0574
 FJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0574.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0574
 FJ0574_MARKER: DB = BENCH MARK DISK
 FJ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0574_STAMPING: Z 184 1953
 FJ0574_MARK LOGO: CGS
 FJ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0574+STABILITY: SURFACE MOTION
 FJ0574
 FJ0574  HISTORY     - Date     Condition        Report By
 FJ0574  HISTORY     - 1953     MONUMENTED       CGS
 FJ0574  HISTORY     - 1955     GOOD             CGS
 FJ0574  HISTORY     - 1955     GOOD             CGS
 FJ0574  HISTORY     - 20210720 MARK NOT FOUND   OKDOT
 FJ0574
 FJ0574                          STATION DESCRIPTION
 FJ0574
 FJ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0574'1.5 MI NW FROM KINGFISHER.
 FJ0574'0.5 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE POST OFFICE AT
 FJ0574'KINGFISHER, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, AT THE
 FJ0574'SOUTHEAST CORNER OF THE KINGFISHER AIRPORT, 0.1 MILE EAST OF THE
 FJ0574'OFFICE, 61 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 FJ0574'ROAD, 30 FEET NORTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE,
 FJ0574'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FJ0574'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FJ0574
 FJ0574                          STATION RECOVERY (1955)
 FJ0574
 FJ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FJ0574'SEE STATION KINGFISHER AIRPORT
 FJ0574
 FJ0574                          STATION RECOVERY (1955)
 FJ0574
 FJ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 FJ0574'RECOVERED IN GOOD CONDITION.
 FJ0574
 FJ0574                          STATION RECOVERY (2021)
 FJ0574
 FJ0574'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FJ0574'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0530 ***********************************************************************
 FJ0530  DESIGNATION -  Z 185
 FJ0530  PID         -  FJ0530
 FJ0530  STATE/COUNTY-  OK/CANADIAN
 FJ0530  COUNTRY     -  US
 FJ0530  USGS QUAD   -  EL RENO (2018)
 FJ0530
 FJ0530                         *CURRENT SURVEY CONTROL
 FJ0530  ______________________________________________________________________
 FJ0530* NAD 83(1986) POSITION- 35 31 18.4    (N) 097 57 09.8    (W)   HD_HELD2
 FJ0530* NAVD 88 ORTHO HEIGHT -   416.221 (meters)     1365.55  (feet) ADJUSTED
 FJ0530  ______________________________________________________________________
 FJ0530  GEOID HEIGHT    -        -27.058 (meters)                     GEOID18
 FJ0530  DYNAMIC HEIGHT  -        415.815 (meters)     1364.22  (feet) COMP
 FJ0530  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 FJ0530
 FJ0530  VERT ORDER      -  FIRST     CLASS II
 FJ0530
 FJ0530.The horizontal coordinates were established by autonomous hand held GPS
 FJ0530.observations and have an estimated accuracy of +/- 10 meters.
 FJ0530
 FJ0530.The orthometric height was determined by differential leveling and
 FJ0530.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0530.in June 1991.
 FJ0530
 FJ0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0530.GEOID18 height accuracy estimate available here.
 FJ0530
 FJ0530.Click photographs - Photos may exist for this station.
 FJ0530
 FJ0530.The dynamic height is computed by dividing the NAVD 88
 FJ0530.geopotential number by the normal gravity value computed on the
 FJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0530.degrees latitude (g = 980.6199 gals.).
 FJ0530
 FJ0530.The modeled gravity was interpolated from observed gravity values.
 FJ0530
 FJ0530;                    North         East    Units  Estimated Accuracy
 FJ0530;SPC OK N     -    57,894.      604,288.      MT  (+/- 10 meters HH2 GPS)
 FJ0530
 FJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9495631412(NAD 83)
 FJ0530
 FJ0530                          SUPERSEDED SURVEY CONTROL
 FJ0530
 FJ0530  NGVD 29 (??/??/92)  416.042  (m)         1364.96   (f) SUPERSEDED  1 2
 FJ0530  NGVD 29 (04/22/92)  416.042  (m)         1364.96   (f) ADJUSTED    1 2
 FJ0530
 FJ0530.Superseded values are not recommended for survey control.
 FJ0530
 FJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0530.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0530
 FJ0530_MARKER: DB = BENCH MARK DISK
 FJ0530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0530+WITH SETTING: PAVEMENT
 FJ0530_SP_SET: TOWER BASE
 FJ0530_STAMPING: Z 185 1953
 FJ0530_MARK LOGO: CGS
 FJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0530+STABILITY: SURFACE MOTION
 FJ0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0530+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 FJ0530
 FJ0530  HISTORY     - Date     Condition        Report By
 FJ0530  HISTORY     - 1953     MONUMENTED       CGS
 FJ0530  HISTORY     - 1984     GOOD             NGS
 FJ0530  HISTORY     - 1985     GOOD             NGS
 FJ0530  HISTORY     - 1986     GOOD             NGS
 FJ0530  HISTORY     - 1988     GOOD             USPSQD
 FJ0530  HISTORY     - 1989     GOOD             USPSQD
 FJ0530  HISTORY     - 1990     GOOD             USPSQD
 FJ0530  HISTORY     - 20040716 GOOD             USPSQD
 FJ0530
 FJ0530                          STATION DESCRIPTION
 FJ0530
 FJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FJ0530'0.8 MI S FROM EL RENO.
 FJ0530'0.8 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FJ0530'FROM THE STATION AT EL RENO, 65 YARDS EAST OF THE EAST RAIL OF
 FJ0530'THE MAIN TRACK, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 FJ0530'CONCRETE BASE OF THE WEST LEG OF THE CITY WATER TOWER.
 FJ0530
 FJ0530                          STATION RECOVERY (1984)
 FJ0530
 FJ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0530'RECOVERED IN GOOD CONDITION.  NOTE, THE OLD CHICAGO, ROCK ISLAND AND
 FJ0530'PACIFIC RAILROAD STATION IS A MUSEUM AND IS NOW OWNED AND OCCUPIED BY
 FJ0530'THE CANADIAN COUNTY HISTORICAL SOCIETY.
 FJ0530
 FJ0530                          STATION RECOVERY (1985)
 FJ0530
 FJ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0530'RECOVERED IN GOOD CONDITION.
 FJ0530
 FJ0530                          STATION RECOVERY (1986)
 FJ0530
 FJ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0530'RECOVERED IN GOOD CONDITION.
 FJ0530
 FJ0530                          STATION RECOVERY (1988)
 FJ0530
 FJ0530'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0530'RECOVERED IN GOOD CONDITION.
 FJ0530
 FJ0530                          STATION RECOVERY (1989)
 FJ0530
 FJ0530'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0530'RECOVERED IN GOOD CONDITION.
 FJ0530
 FJ0530                          STATION RECOVERY (1990)
 FJ0530
 FJ0530'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0530'RECOVERED IN GOOD CONDITION.
 FJ0530
 FJ0530                          STATION RECOVERY (2004)
 FJ0530
 FJ0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 FJ0530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0442 ***********************************************************************
 FJ0442  DESIGNATION -  Z 186
 FJ0442  PID         -  FJ0442
 FJ0442  STATE/COUNTY-  OK/GRADY
 FJ0442  COUNTRY     -  US
 FJ0442  USGS QUAD   -  POCASSET (2018)
 FJ0442
 FJ0442                         *CURRENT SURVEY CONTROL
 FJ0442  ______________________________________________________________________
 FJ0442* NAD 83(1986) POSITION- 35 14 51.63   (N) 097 56 55.06   (W)   HD_HELD1
 FJ0442* NAVD 88 ORTHO HEIGHT -   385.923 (meters)     1266.15  (feet) ADJUSTED
 FJ0442  ______________________________________________________________________
 FJ0442  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 FJ0442  DYNAMIC HEIGHT  -        385.537 (meters)     1264.88  (feet) COMP
 FJ0442  MODELED GRAVITY -    979,622.7   (mgal)                       NAVD 88
 FJ0442
 FJ0442  VERT ORDER      -  FIRST     CLASS II
 FJ0442
 FJ0442.The horizontal coordinates were determined by differentially corrected
 FJ0442.hand held GPS observations or other comparable positioning techniques
 FJ0442.and have an estimated accuracy of +/- 3 meters.
 FJ0442
 FJ0442.The orthometric height was determined by differential leveling and
 FJ0442.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0442.in June 1991.
 FJ0442
 FJ0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0442.GEOID18 height accuracy estimate available here.
 FJ0442
 FJ0442.Click photographs - Photos may exist for this station.
 FJ0442
 FJ0442.The dynamic height is computed by dividing the NAVD 88
 FJ0442.geopotential number by the normal gravity value computed on the
 FJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0442.degrees latitude (g = 980.6199 gals.).
 FJ0442
 FJ0442.The modeled gravity was interpolated from observed gravity values.
 FJ0442
 FJ0442;                    North         East    Units  Estimated Accuracy
 FJ0442;SPC OK S     -   212,353.6     604,675.5     MT  (+/- 3 meters HH1 GPS) 
 FJ0442
 FJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9565101016(NAD 83)
 FJ0442
 FJ0442                          SUPERSEDED SURVEY CONTROL
 FJ0442
 FJ0442  NGVD 29 (??/??/92)  385.753  (m)         1265.59   (f) ADJ UNCH    1 2
 FJ0442
 FJ0442.Superseded values are not recommended for survey control.
 FJ0442
 FJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0442.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0442
 FJ0442_MARKER: DB = BENCH MARK DISK
 FJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0442_STAMPING: Z 186 1953
 FJ0442_MARK LOGO: CGS
 FJ0442_PROJECTION: PROJECTING 3 CENTIMETERS
 FJ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0442+STABILITY: SURFACE MOTION
 FJ0442
 FJ0442  HISTORY     - Date     Condition        Report By
 FJ0442  HISTORY     - 1953     MONUMENTED       CGS
 FJ0442  HISTORY     - 1966     GOOD             CGS
 FJ0442  HISTORY     - 1986     GOOD             NGS
 FJ0442
 FJ0442                          STATION DESCRIPTION
 FJ0442
 FJ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FJ0442'3.4 MI N FROM POCASSET.
 FJ0442'3.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FJ0442'RAILROAD FROM THE STATION AT POCASSET, 44 FEET WEST OF THE
 FJ0442'WEST RAIL, 8 FEET SOUTHWEST OF THE 2ND POLE NORTH OF A ROAD
 FJ0442'CROSSING, 3 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 FJ0442'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FJ0442'FOOT ABOVE THE GROUND, 1.0 MILE SOUTH OF BENCH MARK Y 186.
 FJ0442
 FJ0442                          STATION RECOVERY (1986)
 FJ0442
 FJ0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FJ0442'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.9 KM
 FJ0442'(14.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL BUILDING
 FJ0442'IN CHICKASHA, THENCE 0.5 KM (0.3 MI) EAST ALONG A GRAVELED ROAD,
 FJ0442'53.3 M (174.9 FT) NORTH OF THE CENTER OF THE ROAD, 13.4 M (44.0 FT)
 FJ0442'WEST OF THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD, AND 2.4 M
 FJ0442'(7.9 FT) SOUTHWEST OF A UTILITY POLE.
 FJ0442'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0684 ***********************************************************************
 FJ0684  DESIGNATION -  Z 192
 FJ0684  PID         -  FJ0684
 FJ0684  STATE/COUNTY-  OK/OKLAHOMA
 FJ0684  COUNTRY     -  US
 FJ0684  USGS QUAD   -  OKLAHOMA CITY (2018)
 FJ0684
 FJ0684                         *CURRENT SURVEY CONTROL
 FJ0684  ______________________________________________________________________
 FJ0684* NAD 83(1986) POSITION- 35 28 34.08   (N) 097 30 11.61   (W)   HD_HELD1
 FJ0684* NAVD 88 ORTHO HEIGHT -   378.750 (meters)     1242.62  (feet) ADJUSTED
 FJ0684  ______________________________________________________________________
 FJ0684  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 FJ0684  DYNAMIC HEIGHT  -        378.389 (meters)     1241.43  (feet) COMP
 FJ0684  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 FJ0684
 FJ0684  VERT ORDER      -  FIRST     CLASS II
 FJ0684
 FJ0684.The horizontal coordinates were determined by differentially corrected
 FJ0684.hand held GPS observations or other comparable positioning techniques
 FJ0684.and have an estimated accuracy of +/- 3 meters.
 FJ0684
 FJ0684.The orthometric height was determined by differential leveling and
 FJ0684.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0684.in August 1994.
 FJ0684
 FJ0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0684.GEOID18 height accuracy estimate available here.
 FJ0684
 FJ0684.Click photographs - Photos may exist for this station.
 FJ0684
 FJ0684.The dynamic height is computed by dividing the NAVD 88
 FJ0684.geopotential number by the normal gravity value computed on the
 FJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0684.degrees latitude (g = 980.6199 gals.).
 FJ0684
 FJ0684.The modeled gravity was interpolated from observed gravity values.
 FJ0684
 FJ0684;                    North         East    Units  Estimated Accuracy
 FJ0684;SPC OK N     -    52,944.1     645,086.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0684
 FJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE3579226876(NAD 83)
 FJ0684
 FJ0684                          SUPERSEDED SURVEY CONTROL
 FJ0684
 FJ0684  NAVD 88 (06/15/91)  378.825  (m)         1242.86   (f) SUPERSEDED  1 2
 FJ0684
 FJ0684.Superseded values are not recommended for survey control.
 FJ0684
 FJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0684.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0684
 FJ0684_MARKER: I = METAL ROD
 FJ0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0684_STAMPING: Z 192 1984
 FJ0684_MARK LOGO: NGS
 FJ0684_PROJECTION: FLUSH
 FJ0684_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0684_ROD/PIPE-DEPTH: 5.15 meters
 FJ0684
 FJ0684  HISTORY     - Date     Condition        Report By
 FJ0684  HISTORY     - 1984     MONUMENTED       NGS
 FJ0684  HISTORY     - 1988     GOOD             USPSQD
 FJ0684  HISTORY     - 19950807 GOOD             OKDOT
 FJ0684  HISTORY     - 20230327 MARK NOT FOUND   OKDOT
 FJ0684
 FJ0684                          STATION DESCRIPTION
 FJ0684
 FJ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0684'2.2 KM (1.4 MI) NNE FROM OKLAHOMA CITY.
 FJ0684'1.0 KM (0.6 MI) EAST ALONG EAST RENO AVENUE FROM THE SANTA FE RAILROAD
 FJ0684'VIADUCT OVER RENO AVENUE IN OKLAHOMA CITY, THENCE 1.3 KM (0.8 MI)
 FJ0684'NORTH ALONG NORTH LINCOLN BOULEVARDE, AT THE NORTHWEST CORNER OF THE
 FJ0684'NORTHEAST 8TH STREET INTERSECTION, AT THE SOUTHEAST CORNER OF A CHAIN
 FJ0684'LINK SECURITY FENCE, 31.69 METERS (104.0 FT) WEST OF THE WEST CURB OF
 FJ0684'LINCOLN BOULEVARDE, 16.21 METERS (53.2 FT) NORTH OF THE CENTER OF A
 FJ0684'6-FOOT WIDE CONCRETE ISLAND IN THE CENTER OF NORTHEAST 8TH STREET,
 FJ0684'3.71 METERS (12.2 FT) NORTH OF THE NORTH CURB OF NORTHEAST 8TH STREET,
 FJ0684'1.12 METERS (3.7 FT) WEST OF A CHAIN LINK CORNER FENCE POST, AND
 FJ0684'0.24 METERS (0.8 FT) SOUTH OF A 7-FOOT HIGH CHAIN LINK SECURITY FENCE.
 FJ0684'NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH, ROD ANCHORED.
 FJ0684'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 FJ0684'THE MARK IS 0.3 M ABOVE NORTHEAST 8TH STREET.
 FJ0684
 FJ0684                          STATION RECOVERY (1988)
 FJ0684
 FJ0684'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0684'RECOVERED IN GOOD CONDITION.
 FJ0684
 FJ0684                          STATION RECOVERY (1995)
 FJ0684
 FJ0684'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 FJ0684'1984 DESCRIPTION GOOD.
 FJ0684
 FJ0684                          STATION RECOVERY (2023)
 FJ0684
 FJ0684'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2023 (CP)
 FJ0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0715 ***********************************************************************
 FJ0715  DESIGNATION -  Z 193
 FJ0715  PID         -  FJ0715
 FJ0715  STATE/COUNTY-  OK/LINCOLN
 FJ0715  COUNTRY     -  US
 FJ0715  USGS QUAD   -  LUTHER SE (2018)
 FJ0715
 FJ0715                         *CURRENT SURVEY CONTROL
 FJ0715  ______________________________________________________________________
 FJ0715* NAD 83(1986) POSITION- 35 30 31.39   (N) 097 03 29.65   (W)   HD_HELD1
 FJ0715* NAVD 88 ORTHO HEIGHT -   306.598 (meters)     1005.90  (feet) ADJUSTED
 FJ0715  ______________________________________________________________________
 FJ0715  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FJ0715  DYNAMIC HEIGHT  -        306.308 (meters)     1004.95  (feet) COMP
 FJ0715  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 FJ0715
 FJ0715  VERT ORDER      -  FIRST     CLASS II
 FJ0715
 FJ0715.The horizontal coordinates were determined by differentially corrected
 FJ0715.hand held GPS observations or other comparable positioning techniques
 FJ0715.and have an estimated accuracy of +/- 3 meters.
 FJ0715
 FJ0715.The orthometric height was determined by differential leveling and
 FJ0715.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0715.in August 1994.
 FJ0715
 FJ0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0715.GEOID18 height accuracy estimate available here.
 FJ0715
 FJ0715.Click photographs - Photos may exist for this station.
 FJ0715
 FJ0715.The dynamic height is computed by dividing the NAVD 88
 FJ0715.geopotential number by the normal gravity value computed on the
 FJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0715.degrees latitude (g = 980.6199 gals.).
 FJ0715
 FJ0715.The modeled gravity was interpolated from observed gravity values.
 FJ0715
 FJ0715;                    North         East    Units  Estimated Accuracy
 FJ0715;SPC OK N     -    56,858.6     685,436.0     MT  (+/- 3 meters HH1 GPS) 
 FJ0715
 FJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE7609631194(NAD 83)
 FJ0715
 FJ0715                          SUPERSEDED SURVEY CONTROL
 FJ0715
 FJ0715  NAVD 88 (06/15/91)  306.633  (m)         1006.01   (f) SUPERSEDED  1 2
 FJ0715
 FJ0715.Superseded values are not recommended for survey control.
 FJ0715
 FJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0715.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0715
 FJ0715_MARKER: I = METAL ROD
 FJ0715_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0715+WITH SETTING: INFORMATION.
 FJ0715_STAMPING: Z 193 1984
 FJ0715_MARK LOGO: NGS
 FJ0715_PROJECTION: FLUSH
 FJ0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0715_ROD/PIPE-DEPTH: 2.1 meters
 FJ0715
 FJ0715  HISTORY     - Date     Condition        Report By
 FJ0715  HISTORY     - 1984     MONUMENTED       NGS
 FJ0715  HISTORY     - 1988     GOOD             USPSQD
 FJ0715  HISTORY     - 1989     GOOD             USPSQD
 FJ0715  HISTORY     - 1990     GOOD             USPSQD
 FJ0715
 FJ0715                          STATION DESCRIPTION
 FJ0715
 FJ0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0715'14.7 KM (9.1 MI) WEST FROM MEEKER.
 FJ0715'14.7 KM (9.1 MI) WEST ALONG U.S. HIGHWAY 62 FROM THE POST OFFICE IN
 FJ0715'MEEKER, 0.3 KM (0.2 MI) WEST OF THE HILLSIDE BAPTIST CHURCH, ON THE
 FJ0715'OUTSIDE OF A LONG CURVE, SET BETWEEN TWO WITNESS POSTS, 12.3 METERS
 FJ0715'(40.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.31 METERS (1.0 FT)
 FJ0715'SOUTH OF THE FENCE LINE, AND 2.7 METERS (8.7 FT) EAST OF A TELEPHONE
 FJ0715'JUNCTION BOX.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED.
 FJ0715'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 FJ0715'THE MARK IS 0.15 M BELOW HIGHWAY 62.
 FJ0715
 FJ0715                          STATION RECOVERY (1988)
 FJ0715
 FJ0715'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0715'RECOVERED IN GOOD CONDITION.
 FJ0715
 FJ0715                          STATION RECOVERY (1989)
 FJ0715
 FJ0715'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0715'RECOVERED IN GOOD CONDITION.
 FJ0715
 FJ0715                          STATION RECOVERY (1990)
 FJ0715
 FJ0715'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0751 ***********************************************************************
 FJ0751  DESIGNATION -  Z 195
 FJ0751  PID         -  FJ0751
 FJ0751  STATE/COUNTY-  OK/OKFUSKEE
 FJ0751  COUNTRY     -  US
 FJ0751  USGS QUAD   -  BOLEY (2018)
 FJ0751
 FJ0751                         *CURRENT SURVEY CONTROL
 FJ0751  ______________________________________________________________________
 FJ0751* NAD 83(1986) POSITION- 35 29 11.93   (N) 096 26 30.41   (W)   HD_HELD1
 FJ0751* NAVD 88 ORTHO HEIGHT -   277.632 (meters)      910.86  (feet) ADJUSTED
 FJ0751  ______________________________________________________________________
 FJ0751  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 FJ0751  DYNAMIC HEIGHT  -        277.370 (meters)      910.00  (feet) COMP
 FJ0751  MODELED GRAVITY -    979,683.5   (mgal)                       NAVD 88
 FJ0751
 FJ0751  VERT ORDER      -  FIRST     CLASS II
 FJ0751
 FJ0751.The horizontal coordinates were determined by differentially corrected
 FJ0751.hand held GPS observations or other comparable positioning techniques
 FJ0751.and have an estimated accuracy of +/- 3 meters.
 FJ0751
 FJ0751.The orthometric height was determined by differential leveling and
 FJ0751.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0751.in June 1991.
 FJ0751
 FJ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0751.GEOID18 height accuracy estimate available here.
 FJ0751
 FJ0751.Click photographs - Photos may exist for this station.
 FJ0751
 FJ0751.The dynamic height is computed by dividing the NAVD 88
 FJ0751.geopotential number by the normal gravity value computed on the
 FJ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0751.degrees latitude (g = 980.6199 gals.).
 FJ0751
 FJ0751.The modeled gravity was interpolated from observed gravity values.
 FJ0751
 FJ0751;                    North         East    Units  Estimated Accuracy
 FJ0751;SPC OK N     -    55,130.0     741,395.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0751
 FJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE3207630021(NAD 83)
 FJ0751
 FJ0751                          SUPERSEDED SURVEY CONTROL
 FJ0751
 FJ0751.No superseded survey control is available for this station.
 FJ0751
 FJ0751_MARKER: F = FLANGE-ENCASED ROD
 FJ0751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0751+WITH SETTING: INFORMATION.
 FJ0751_STAMPING: Z 195 1984
 FJ0751_MARK LOGO: NGS
 FJ0751_PROJECTION: FLUSH
 FJ0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0751+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2022
 FJ0751_ROD/PIPE-DEPTH: 2.1 meters
 FJ0751
 FJ0751  HISTORY     - Date     Condition        Report By
 FJ0751  HISTORY     - 1984     MONUMENTED       NGS
 FJ0751  HISTORY     - 1988     GOOD             USPSQD
 FJ0751  HISTORY     - 1990     GOOD             USPSQD
 FJ0751  HISTORY     - 1990     GOOD             USPSQD
 FJ0751  HISTORY     - 20220629 GOOD             OKDOT
 FJ0751
 FJ0751                          STATION DESCRIPTION
 FJ0751
 FJ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0751'4.32 KM (2.7 MI) EAST FROM BOLEX.
 FJ0751'0.32 KM (0.2 MI) SOUTH ALONG PECAN STREET FROM THE POST OFFICE IN
 FJ0751'BOLEX, THENCE 4.0 KM (2.5 MI) EAST ALONG U.S. HIGHWAY 62, AT A
 FJ0751'CROSSROAD, 20.12 METERS (66.0 FT) NORTH OF THE CENTERLINE OF THE
 FJ0751'HIGHWAY, 39.32 METERS (129.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD
 FJ0751'LEADING NORTH, 35.05 METERS (115.0 FT) SOUTHWEST OF THE SOUTHWEST
 FJ0751'CORNER OF A HOUSE, AND 0.91 METERS (3.0 FT) EAST OF A FENCE CORNER.
 FJ0751'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0751'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FJ0751
 FJ0751                          STATION RECOVERY (1988)
 FJ0751
 FJ0751'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0751'RECOVERED IN GOOD CONDITION.
 FJ0751
 FJ0751                          STATION RECOVERY (1990)
 FJ0751
 FJ0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 FJ0751'RECOVERED IN GOOD CONDITION.
 FJ0751
 FJ0751                          STATION RECOVERY (1990)
 FJ0751
 FJ0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0751'RECOVERED IN GOOD CONDITION.
 FJ0751
 FJ0751                          STATION RECOVERY (2022)
 FJ0751
 FJ0751'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ0751'MARK NEEDS TREES CUT BUT WAS ABLE TO GET AN RTN SHOT.  SOMEONE DROVE A
 FJ0751'60D NAIL 0.20 FT (6 CM) SOUTHEAST OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0775 ***********************************************************************
 FJ0775  DESIGNATION -  Z 196
 FJ0775  PID         -  FJ0775
 FJ0775  STATE/COUNTY-  OK/OKMULGEE
 FJ0775  COUNTRY     -  US
 FJ0775  USGS QUAD   -  PHAROAH (2018)
 FJ0775
 FJ0775                         *CURRENT SURVEY CONTROL
 FJ0775  ______________________________________________________________________
 FJ0775* NAD 83(1986) POSITION- 35 25 55.14   (N) 096 01 26.40   (W)   HD_HELD1
 FJ0775* NAVD 88 ORTHO HEIGHT -   234.623 (meters)      769.76  (feet) ADJUSTED
 FJ0775  ______________________________________________________________________
 FJ0775  GEOID HEIGHT    -        -29.055 (meters)                     GEOID18
 FJ0775  DYNAMIC HEIGHT  -        234.400 (meters)      769.03  (feet) COMP
 FJ0775  MODELED GRAVITY -    979,677.9   (mgal)                       NAVD 88
 FJ0775
 FJ0775  VERT ORDER      -  FIRST     CLASS II
 FJ0775
 FJ0775.The horizontal coordinates were determined by differentially corrected
 FJ0775.hand held GPS observations or other comparable positioning techniques
 FJ0775.and have an estimated accuracy of +/- 3 meters.
 FJ0775
 FJ0775.The orthometric height was determined by differential leveling and
 FJ0775.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0775.in June 1991.
 FJ0775
 FJ0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0775.GEOID18 height accuracy estimate available here.
 FJ0775
 FJ0775.Click photographs - Photos may exist for this station.
 FJ0775
 FJ0775.The dynamic height is computed by dividing the NAVD 88
 FJ0775.geopotential number by the normal gravity value computed on the
 FJ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0775.degrees latitude (g = 980.6199 gals.).
 FJ0775
 FJ0775.The modeled gravity was interpolated from observed gravity values.
 FJ0775
 FJ0775;                    North         East    Units  Estimated Accuracy
 FJ0775;SPC OK N     -    49,756.2     779,424.8     MT  (+/- 3 meters HH1 GPS) 
 FJ0775
 FJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE7017025019(NAD 83)
 FJ0775
 FJ0775                          SUPERSEDED SURVEY CONTROL
 FJ0775
 FJ0775.No superseded survey control is available for this station.
 FJ0775
 FJ0775_MARKER: F = FLANGE-ENCASED ROD
 FJ0775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ0775+WITH SETTING: INFORMATION.
 FJ0775_STAMPING: Z 196 1984
 FJ0775_MARK LOGO: NGS
 FJ0775_PROJECTION: FLUSH
 FJ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ0775+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2024
 FJ0775_ROD/PIPE-DEPTH: 1.5 meters
 FJ0775
 FJ0775  HISTORY     - Date     Condition        Report By
 FJ0775  HISTORY     - 1984     MONUMENTED       NGS
 FJ0775  HISTORY     - 1988     GOOD             USPSQD
 FJ0775  HISTORY     - 1989     GOOD             USPSQD
 FJ0775  HISTORY     - 1990     GOOD             USPSQD
 FJ0775  HISTORY     - 20240717 GOOD             OKDOT
 FJ0775
 FJ0775                          STATION DESCRIPTION
 FJ0775
 FJ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FJ0775'4.88 KM (3.05 MI) WEST FROM HENRYETTA.
 FJ0775'4.88 KM (3.05 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE JUNCTION
 FJ0775'OF U.S. HIGHWAY 75 NORTH AT HENRYETTA, 0.64 KM (0.4 MI) EAST OF
 FJ0775'MILEPOST NUMBER 237, 36.27 METERS (119.0 FT) SOUTH OF THE CENTERLINE
 FJ0775'OF THE HIGHWAY EASTBOUND LANES, AND 0.30 METERS (1.0 FT) NORTH OF A
 FJ0775'RIGHT-OF-WAY FENCE.
 FJ0775'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FJ0775'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FJ0775
 FJ0775                          STATION RECOVERY (1988)
 FJ0775
 FJ0775'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FJ0775'RECOVERED IN GOOD CONDITION.
 FJ0775
 FJ0775                          STATION RECOVERY (1989)
 FJ0775
 FJ0775'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FJ0775'RECOVERED IN GOOD CONDITION.
 FJ0775
 FJ0775                          STATION RECOVERY (1990)
 FJ0775
 FJ0775'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FJ0775'RECOVERED IN GOOD CONDITION.
 FJ0775
 FJ0775                          STATION RECOVERY (2024)
 FJ0775
 FJ0775'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2024 (BRE)
 FJ0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0862 ***********************************************************************
 FH0862  DESIGNATION -  Z 197
 FH0862  PID         -  FH0862
 FH0862  STATE/COUNTY-  OK/MCINTOSH
 FH0862  COUNTRY     -  US
 FH0862  USGS QUAD   -  CHECOTAH (2018)
 FH0862
 FH0862                         *CURRENT SURVEY CONTROL
 FH0862  ______________________________________________________________________
 FH0862* NAD 83(1986) POSITION- 35 27 32.     (N) 095 36 35.     (W)   SCALED
 FH0862* NAVD 88 ORTHO HEIGHT -   186.676 (meters)      612.45  (feet) ADJUSTED
 FH0862  ______________________________________________________________________
 FH0862  GEOID HEIGHT    -        -29.720 (meters)                     GEOID18
 FH0862  DYNAMIC HEIGHT  -        186.501 (meters)      611.88  (feet) COMP
 FH0862  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 FH0862
 FH0862  VERT ORDER      -  FIRST     CLASS II
 FH0862
 FH0862.The horizontal coordinates were scaled from a map and have
 FH0862.an estimated accuracy of +/- 6 seconds.
 FH0862
 FH0862.The orthometric height was determined by differential leveling and
 FH0862.adjusted by the NATIONAL GEODETIC SURVEY
 FH0862.in June 1991.
 FH0862
 FH0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0862.GEOID18 height accuracy estimate available here.
 FH0862
 FH0862.Click photographs - Photos may exist for this station.
 FH0862
 FH0862.The dynamic height is computed by dividing the NAVD 88
 FH0862.geopotential number by the normal gravity value computed on the
 FH0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0862.degrees latitude (g = 980.6199 gals.).
 FH0862
 FH0862.The modeled gravity was interpolated from observed gravity values.
 FH0862
 FH0862;                    North         East    Units  Estimated Accuracy
 FH0862;SPC OK S     -   238,360.      816,970.      MT  (+/- 180 meters Scaled)
 FH0862
 FH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV631270(NAD 83)
 FH0862
 FH0862                          SUPERSEDED SURVEY CONTROL
 FH0862
 FH0862.No superseded survey control is available for this station.
 FH0862
 FH0862_MARKER: DV = VERTICAL CONTROL DISK
 FH0862_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0862_SP_SET: HEADWALL
 FH0862_STAMPING: Z 197 1984
 FH0862_MARK LOGO: NGS
 FH0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0862+STABILITY: SURFACE MOTION
 FH0862
 FH0862  HISTORY     - Date     Condition        Report By
 FH0862  HISTORY     - 1984     MONUMENTED       NGS
 FH0862  HISTORY     - 1988     GOOD             USPSQD
 FH0862  HISTORY     - 19891002 GOOD             USPSQD
 FH0862  HISTORY     - 1990     GOOD             USPSQD
 FH0862
 FH0862                          STATION DESCRIPTION
 FH0862
 FH0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0862'7.5 KM (4.65 MI) WEST FROM CHECOTAH.
 FH0862'7.5 KM (4.65 MI) WEST ALONG INTERSTATE HIGHWAY 40 FROM THE INTERCHANGE
 FH0862'OF OLD HIGHWAY 69 (SOUTH BROADWAY STREET) AT CHECOTAH, SET IN THE
 FH0862'NORTH END OF THE EAST HEADWALL OF THE INTERSTATE 40 EASTBOUND BRIDGE
 FH0862'AT LAKE EFAULA, 5.6 METERS (18.5 FT) NORTH OF THE CENTERLINE OF
 FH0862'INTERSTATE 40 EASTBOUND LANES, 14.0 METERS (46.0 FT) SOUTH OF THE
 FH0862'CENTERLINE OF INTERSTATE 40 WESTBOUND LANES, AND 0.5 METER (1.5 FT)
 FH0862'NORTH OF THE NORTH GUARDRAIL OF THE EASTBOUND BRIDGE.
 FH0862'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FH0862'THE MARK IS ABOVE LEVEL WITH EASTBOUND HIGHWAY.
 FH0862
 FH0862                          STATION RECOVERY (1988)
 FH0862
 FH0862'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0862'RECOVERED IN GOOD CONDITION.
 FH0862
 FH0862                          STATION RECOVERY (1989)
 FH0862
 FH0862'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0862'RECOVERED IN GOOD CONDITION.
 FH0862
 FH0862                          STATION RECOVERY (1990)
 FH0862
 FH0862'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0907 ***********************************************************************
 FH0907  DESIGNATION -  Z 199
 FH0907  PID         -  FH0907
 FH0907  STATE/COUNTY-  OK/SEQUOYAH
 FH0907  COUNTRY     -  US
 FH0907  USGS QUAD   -  SALLISAW (2019)
 FH0907
 FH0907                         *CURRENT SURVEY CONTROL
 FH0907  ______________________________________________________________________
 FH0907* NAD 83(1986) POSITION- 35 27 32.76   (N) 094 48 05.06   (W)   HD_HELD1
 FH0907* NAVD 88 ORTHO HEIGHT -   162.875 (meters)      534.37  (feet) ADJUSTED
 FH0907  ______________________________________________________________________
 FH0907  GEOID HEIGHT    -        -29.972 (meters)                     GEOID18
 FH0907  DYNAMIC HEIGHT  -        162.722 (meters)      533.86  (feet) COMP
 FH0907  MODELED GRAVITY -    979,696.2   (mgal)                       NAVD 88
 FH0907
 FH0907  VERT ORDER      -  FIRST     CLASS II
 FH0907
 FH0907.The horizontal coordinates were determined by differentially corrected
 FH0907.hand held GPS observations or other comparable positioning techniques
 FH0907.and have an estimated accuracy of +/- 3 meters.
 FH0907
 FH0907.The orthometric height was determined by differential leveling and
 FH0907.adjusted by the NATIONAL GEODETIC SURVEY
 FH0907.in June 1991.
 FH0907
 FH0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0907.GEOID18 height accuracy estimate available here.
 FH0907
 FH0907.Click photographs - Photos may exist for this station.
 FH0907
 FH0907.The dynamic height is computed by dividing the NAVD 88
 FH0907.geopotential number by the normal gravity value computed on the
 FH0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0907.degrees latitude (g = 980.6199 gals.).
 FH0907
 FH0907.The modeled gravity was interpolated from observed gravity values.
 FH0907
 FH0907;                    North         East    Units  Estimated Accuracy
 FH0907;SPC OK N     -    55,721.5     890,307.2     MT  (+/- 3 meters HH1 GPS) 
 FH0907
 FH0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV3653325448(NAD 83)
 FH0907
 FH0907                          SUPERSEDED SURVEY CONTROL
 FH0907
 FH0907.No superseded survey control is available for this station.
 FH0907
 FH0907_MARKER: F = FLANGE-ENCASED ROD
 FH0907_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0907+WITH SETTING: INFORMATION.
 FH0907_STAMPING: Z 199 1984
 FH0907_MARK LOGO: NGS
 FH0907_PROJECTION: FLUSH
 FH0907_MAGNETIC: I = MARKER IS A STEEL ROD
 FH0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0907+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 FH0907_ROD/PIPE-DEPTH: 2.7 meters
 FH0907
 FH0907  HISTORY     - Date     Condition        Report By
 FH0907  HISTORY     - 1984     MONUMENTED       NGS
 FH0907  HISTORY     - 1988     GOOD             USPSQD
 FH0907  HISTORY     - 1989     GOOD             USPSQD
 FH0907  HISTORY     - 1990     GOOD             USPSQD
 FH0907  HISTORY     - 19970401 GOOD             NGS
 FH0907  HISTORY     - 20220801 GOOD             OKDOT
 FH0907
 FH0907                          STATION DESCRIPTION
 FH0907
 FH0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FH0907'1.0 KM (0.65 MI) WEST FROM SALLISAW.
 FH0907'1.0 KM (0.65 MI) WEST ALONG CHOCTAW AVENUE FROM THE POST OFFICE IN
 FH0907'SALLISAW, AT THE INTERSECTION OF WEST CHOCTAW AVENUE AND NORTH ADAMS
 FH0907'STREET, 6.55 METERS (21.5 FT) NORTH OF THE CENTER OF WEST CHOCTAW
 FH0907'AVENUE, 7.31 METERS (24.0 FT) WEST OF THE CENTER OF NORTH ADAMS
 FH0907'STREET, 12.25 METERS (40.2 FT) NORTH-NORTHWEST OF A FIRE HYDRANT,
 FH0907'14.20 METERS (46.6 FT) SOUTH OF A GAS METER, 3.81 METERS (12.5 FT)
 FH0907'WEST OF A POWERLINE POLE WITH A STREET LIGHT ATTACHED, 0.82 METERS
 FH0907'(2.7 FT) WEST-SOUTHWEST OF A CHAIN LINK SECURITY CORNER FENCE POST,
 FH0907'AND 0.30 METERS (1.0 FT) SOUTH OF THE SECURITY FENCE AROUND THE
 FH0907'SOUTHWESTERN BELL STORAGE AREA.  NOTE, ROD DRIVEN TO REFUSAL AT THIS
 FH0907'DEPTH.
 FH0907'THE MARK IS 0.39 METERS  SE FROM A WITNESS POST.
 FH0907'THE MARK IS 0.15 M ABOVE WEST CHOCTAW AVENUE.
 FH0907
 FH0907                          STATION RECOVERY (1988)
 FH0907
 FH0907'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 FH0907'RECOVERED IN GOOD CONDITION.
 FH0907
 FH0907                          STATION RECOVERY (1989)
 FH0907
 FH0907'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 FH0907'RECOVERED IN GOOD CONDITION.
 FH0907
 FH0907                          STATION RECOVERY (1990)
 FH0907
 FH0907'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 FH0907'RECOVERED IN GOOD CONDITION.
 FH0907
 FH0907                          STATION RECOVERY (1997)
 FH0907
 FH0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 FH0907'IN SALLISAW, AT THE INTERSECTION OF WEST CHOCTAW AVENUE AND NORTH
 FH0907'ADAMS STREET, 7.7 M (25.3 FT) WEST OF THE STREET CENTER, 6.5 M (21.3
 FH0907'FT) NORTH OF THE AVENUE CENTER, 3.7 M (12.1 FT) NORTH OF A UTILITY
 FH0907'LIGHT POLE, 1.7 M (5.6 FT) WEST OF A FIRE HYDRANT, 0.8 M (2.6 FT)
 FH0907'SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 FH0907'SOUTHWESTERN BELL COMPOUND, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 FH0907'AVENUE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 FH0907'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FH0907
 FH0907                          STATION RECOVERY (2022)
 FH0907
 FH0907'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0907'NEEDS TREES CUT ON PRIVATE PROPERTY TO THE SOUTH TO BE SUITABLE FOR
 FH0907'SATELLITE OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0210 ***********************************************************************
 FK0210  DESIGNATION -  Z 2
 FK0210  PID         -  FK0210
 FK0210  STATE/COUNTY-  OK/CUSTER
 FK0210  COUNTRY     -  US
 FK0210  USGS QUAD   -  CLINTON (2018)
 FK0210
 FK0210                         *CURRENT SURVEY CONTROL
 FK0210  ______________________________________________________________________
 FK0210* NAD 83(1986) POSITION- 35 31 23.2    (N) 098 57 20.0    (W)   HD_HELD2
 FK0210* NAVD 88 ORTHO HEIGHT -   454.470 (meters)     1491.04  (feet) ADJUSTED
 FK0210  ______________________________________________________________________
 FK0210  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 FK0210  DYNAMIC HEIGHT  -        454.014 (meters)     1489.54  (feet) COMP
 FK0210  MODELED GRAVITY -    979,618.2   (mgal)                       NAVD 88
 FK0210
 FK0210  VERT ORDER      -  FIRST     CLASS II
 FK0210
 FK0210.The horizontal coordinates were established by autonomous hand held GPS
 FK0210.observations and have an estimated accuracy of +/- 10 meters.
 FK0210
 FK0210.The orthometric height was determined by differential leveling and
 FK0210.adjusted by the NATIONAL GEODETIC SURVEY
 FK0210.in June 1991.
 FK0210
 FK0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0210.GEOID18 height accuracy estimate available here.
 FK0210
 FK0210.Click photographs - Photos may exist for this station.
 FK0210
 FK0210.The dynamic height is computed by dividing the NAVD 88
 FK0210.geopotential number by the normal gravity value computed on the
 FK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0210.degrees latitude (g = 980.6199 gals.).
 FK0210
 FK0210.The modeled gravity was interpolated from observed gravity values.
 FK0210
 FK0210;                    North         East    Units  Estimated Accuracy
 FK0210;SPC OK N     -    58,468.      513,329.      MT  (+/- 10 meters HH2 GPS)
 FK0210
 FK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE0402931057(NAD 83)
 FK0210
 FK0210                          SUPERSEDED SURVEY CONTROL
 FK0210
 FK0210  NGVD 29 (??/??/92)  454.265  (m)         1490.37   (f) ADJ UNCH    1 2
 FK0210
 FK0210.Superseded values are not recommended for survey control.
 FK0210
 FK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0210.See file dsdata.pdf to determine how the superseded data were derived.
 FK0210
 FK0210_MARKER: DB = BENCH MARK DISK
 FK0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0210_SP_SET: BRIDGE
 FK0210_STAMPING: 1490.368
 FK0210_MARK LOGO: CGS
 FK0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FK0210+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 FK0210
 FK0210  HISTORY     - Date     Condition        Report By
 FK0210  HISTORY     - 1909     MONUMENTED       CGS
 FK0210  HISTORY     - 1953     GOOD             CGS
 FK0210  HISTORY     - 20060724 GOOD             GEOCAC
 FK0210
 FK0210                          STATION DESCRIPTION
 FK0210
 FK0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FK0210'0.8 MI SE FROM CLINTON.
 FK0210'0.8 MILE SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0210'RAILROAD FROM THE STATION AT CLINTON, 2 1/2 POLES NORTHWEST OF
 FK0210'MILEPOST 580, 8.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,, 4 FEET
 FK0210'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 FK0210'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER THE
 FK0210'WASHITA RIVER.
 FK0210
 FK0210                          STATION RECOVERY (2006)
 FK0210
 FK0210'RECOVERY NOTE BY GEOCACHING 2006 (BRY)
 FK0210'MARK FOUND IN THE MIDDLE OF CLINTON MUNICPAL GOLF COURSE.  MARK
 FK0210'DEFACED BUT STILL LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL1332 ***********************************************************************
 GL1332  DESIGNATION -  Z 202
 GL1332  PID         -  GL1332
 GL1332  STATE/COUNTY-  OK/CIMARRON
 GL1332  COUNTRY     -  US
 GL1332  USGS QUAD   -  RAZOR BLADE MESA (2018)
 GL1332
 GL1332                         *CURRENT SURVEY CONTROL
 GL1332  ______________________________________________________________________
 GL1332* NAD 83(1986) POSITION- 36 58 03.     (N) 102 31 24.     (W)   SCALED
 GL1332* NAVD 88 ORTHO HEIGHT -  1210.020 (meters)     3969.87  (feet) ADJUSTED
 GL1332  ______________________________________________________________________
 GL1332  GEOID HEIGHT    -        -23.684 (meters)                     GEOID18
 GL1332  DYNAMIC HEIGHT  -       1208.721 (meters)     3965.61  (feet) COMP
 GL1332  MODELED GRAVITY -    979,516.1   (mgal)                       NAVD 88
 GL1332
 GL1332  VERT ORDER      -  FIRST     CLASS II
 GL1332
 GL1332.The horizontal coordinates were scaled from a map and have
 GL1332.an estimated accuracy of +/- 6 seconds.
 GL1332
 GL1332.The orthometric height was determined by differential leveling and
 GL1332.adjusted by the NATIONAL GEODETIC SURVEY
 GL1332.in June 1991.
 GL1332
 GL1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL1332.GEOID18 height accuracy estimate available here.
 GL1332
 GL1332.Click photographs - Photos may exist for this station.
 GL1332
 GL1332.The dynamic height is computed by dividing the NAVD 88
 GL1332.geopotential number by the normal gravity value computed on the
 GL1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1332.degrees latitude (g = 980.6199 gals.).
 GL1332
 GL1332.The modeled gravity was interpolated from observed gravity values.
 GL1332
 GL1332;                    North         East    Units  Estimated Accuracy
 GL1332;SPC OK N     -   227,690.      197,330.      MT  (+/- 180 meters Scaled)
 GL1332
 GL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204941(NAD 83)
 GL1332
 GL1332                          SUPERSEDED SURVEY CONTROL
 GL1332
 GL1332.No superseded survey control is available for this station.
 GL1332
 GL1332_MARKER: I = METAL ROD
 GL1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1332_STAMPING: Z 202 1985
 GL1332_MARK LOGO: NGS
 GL1332_PROJECTION: FLUSH
 GL1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1332_ROD/PIPE-DEPTH: 3.7 meters
 GL1332
 GL1332  HISTORY     - Date     Condition        Report By
 GL1332  HISTORY     - 1985     MONUMENTED       NGS
 GL1332
 GL1332                          STATION DESCRIPTION
 GL1332
 GL1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1332'26.6 KM (16.5 MI) NORTH FROM BOISE CITY.
 GL1332'26.6 KM (16.5 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1332'IN BOISE CITY, 170.0 M (557.7 FT) NORTH OF THE NORTHEAST CORNER OF A
 GL1332'CULVERT, 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 GL1332'LANES OF THE HIGHWAY, AND 0.2 M (2.3 FT) NORTH OF A UTILITY POLE.
 GL1332'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1332'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST AND FENCE
 GL1332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1135 ***********************************************************************
 DM1135  DESIGNATION -  Z 203
 DM1135  PID         -  DM1135
 DM1135  STATE/COUNTY-  OK/MCCURTAIN
 DM1135  COUNTRY     -  US
 DM1135  USGS QUAD   -  GARVIN (2019)
 DM1135
 DM1135                         *CURRENT SURVEY CONTROL
 DM1135  ______________________________________________________________________
 DM1135* NAD 83(1986) POSITION- 33 57 02.     (N) 094 55 50.     (W)   SCALED
 DM1135* NAVD 88 ORTHO HEIGHT -   155.348 (meters)      509.67  (feet) ADJUSTED
 DM1135  ______________________________________________________________________
 DM1135  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 DM1135  DYNAMIC HEIGHT  -        155.190 (meters)      509.15  (feet) COMP
 DM1135  MODELED GRAVITY -    979,616.9   (mgal)                       NAVD 88
 DM1135
 DM1135  VERT ORDER      -  FIRST     CLASS II
 DM1135
 DM1135.The horizontal coordinates were scaled from a map and have
 DM1135.an estimated accuracy of +/- 6 seconds.
 DM1135
 DM1135.The orthometric height was determined by differential leveling and
 DM1135.adjusted by the NATIONAL GEODETIC SURVEY
 DM1135.in June 1991.
 DM1135
 DM1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1135.GEOID18 height accuracy estimate available here.
 DM1135
 DM1135.Click photographs - Photos may exist for this station.
 DM1135
 DM1135.The dynamic height is computed by dividing the NAVD 88
 DM1135.geopotential number by the normal gravity value computed on the
 DM1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1135.degrees latitude (g = 980.6199 gals.).
 DM1135
 DM1135.The modeled gravity was interpolated from observed gravity values.
 DM1135
 DM1135;                    North         East    Units  Estimated Accuracy
 DM1135;SPC OK S     -    72,780.      883,690.      MT  (+/- 180 meters Scaled)
 DM1135
 DM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT216583(NAD 83)
 DM1135
 DM1135                          SUPERSEDED SURVEY CONTROL
 DM1135
 DM1135.No superseded survey control is available for this station.
 DM1135
 DM1135_MARKER: I = METAL ROD
 DM1135_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1135+WITH SETTING: INFORMATION.
 DM1135_STAMPING: Z 203 1986
 DM1135_MARK LOGO: NGS
 DM1135_PROJECTION: RECESSED 1 CENTIMETERS
 DM1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1135_ROD/PIPE-DEPTH: 1.1 meters
 DM1135
 DM1135  HISTORY     - Date     Condition        Report By
 DM1135  HISTORY     - 1986     MONUMENTED       NGS
 DM1135
 DM1135                          STATION DESCRIPTION
 DM1135
 DM1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1135'12.7 KM (7.9 MI) WEST FROM IDABEL.
 DM1135'12.7 KM (7.9 MI) WESTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1135'U.S. HIGHWAY 259 IN IDABEL, 32.9 M (107.9 FT) SOUTHEAST OF THE CENTER
 DM1135'OF A GRAVELED ROAD LEADING SOUTHEAST, 29.6 M (97.1 FT) SOUTHWEST OF
 DM1135'THE CENTERLINE OF THE HIGHWAY, 15.9 M (52.2 FT) NORTHEAST OF THE NEAR
 DM1135'RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 1.6 M (5.2 FT) NORTHWEST
 DM1135'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 DM1135'5-INCH LOGO CAP.
 DM1135'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 DM1135'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0590 ***********************************************************************
 GH0590  DESIGNATION -  Z 204
 GH0590  PID         -  GH0590
 GH0590  STATE/COUNTY-  OK/KINGFISHER
 GH0590  COUNTRY     -  US
 GH0590  USGS QUAD   -  HENNESSEY (2018)
 GH0590
 GH0590                         *CURRENT SURVEY CONTROL
 GH0590  ______________________________________________________________________
 GH0590* NAD 83(1986) POSITION- 36 00 54.     (N) 097 54 31.     (W)   SCALED
 GH0590* NAVD 88 ORTHO HEIGHT -   336.060 (meters)     1102.56  (feet) ADJUSTED
 GH0590  ______________________________________________________________________
 GH0590  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 GH0590  DYNAMIC HEIGHT  -        335.756 (meters)     1101.56  (feet) COMP
 GH0590  MODELED GRAVITY -    979,720.1   (mgal)                       NAVD 88
 GH0590
 GH0590  VERT ORDER      -  FIRST     CLASS II
 GH0590
 GH0590.The horizontal coordinates were scaled from a map and have
 GH0590.an estimated accuracy of +/- 6 seconds.
 GH0590
 GH0590.The orthometric height was determined by differential leveling and
 GH0590.adjusted by the NATIONAL GEODETIC SURVEY
 GH0590.in June 1991.
 GH0590
 GH0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0590.GEOID18 height accuracy estimate available here.
 GH0590
 GH0590.Click photographs - Photos may exist for this station.
 GH0590
 GH0590.The dynamic height is computed by dividing the NAVD 88
 GH0590.geopotential number by the normal gravity value computed on the
 GH0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0590.degrees latitude (g = 980.6199 gals.).
 GH0590
 GH0590.The modeled gravity was interpolated from observed gravity values.
 GH0590
 GH0590;                    North         East    Units  Estimated Accuracy
 GH0590;SPC OK N     -   112,620.      608,240.      MT  (+/- 180 meters Scaled)
 GH0590
 GH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE983861(NAD 83)
 GH0590
 GH0590                          SUPERSEDED SURVEY CONTROL
 GH0590
 GH0590  NGVD 29 (04/22/92)  335.894  (m)         1102.01   (f) ADJUSTED    1 2
 GH0590
 GH0590.Superseded values are not recommended for survey control.
 GH0590
 GH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0590.See file dsdata.pdf to determine how the superseded data were derived.
 GH0590
 GH0590_MARKER: I = METAL ROD
 GH0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0590_STAMPING: Z 204 1985
 GH0590_MARK LOGO: NGS
 GH0590_PROJECTION: FLUSH
 GH0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0590_ROD/PIPE-DEPTH: 25.6 meters
 GH0590
 GH0590  HISTORY     - Date     Condition        Report By
 GH0590  HISTORY     - 1985     MONUMENTED       NGS
 GH0590
 GH0590                          STATION DESCRIPTION
 GH0590
 GH0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0590'3.8 KM (2.35 MI) NORTH FROM DOVER.
 GH0590'3.80 KM (2.36 MI) NORTH ALONG US HIGHWAY 81 FROM THE POST OFFICE AT
 GH0590'DOVER, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A GRAVEL SECTION
 GH0590'LINE ROAD, AT THE SOUTH END OF A CURVE, 85.2 METERS (279.5 FT) WEST OF
 GH0590'THE HIGHWAY CENTERLINE, 9.0 METERS (29.5 FT) SOUTH OF THE CENTER OF
 GH0590'THE ROAD, 47.8 METERS (157 FT) WEST OF THE CENTER OF THE T JUNCTION OF
 GH0590'A PAVED DRIVE LEADING SOUTH TO A RANCH HOUSE, 29.9 METERS (98 FT)
 GH0590'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 1.1 METERS (3.7 FT)
 GH0590'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FENCE AROUND THE
 GH0590'HOUSE, 0.7 METER (2.4 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A
 GH0590'TRANSFORMER AND 0.3 METER (1 FT) NORTH OF A EAST-WEST WIRE FENCE.
 GH0590'NOTE--ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 GH0590'THROUGH A 5-INCH LOGO CAP.
 GH0590'THE MARK IS 0.7 METERS  SSE FROM  A WITNESS POST
 GH0590'THE MARK IS 0.3 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0583 ***********************************************************************
 GH0583  DESIGNATION -  Z 205
 GH0583  PID         -  GH0583
 GH0583  STATE/COUNTY-  OK/GRANT
 GH0583  COUNTRY     -  US
 GH0583  USGS QUAD   -  POND CREEK (2018)
 GH0583
 GH0583                         *CURRENT SURVEY CONTROL
 GH0583  ______________________________________________________________________
 GH0583* NAD 83(1986) POSITION- 36 43 48.     (N) 097 47 08.     (W)   SCALED
 GH0583* NAVD 88 ORTHO HEIGHT -   323.742 (meters)     1062.14  (feet) ADJUSTED
 GH0583  ______________________________________________________________________
 GH0583  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 GH0583  DYNAMIC HEIGHT  -        323.470 (meters)     1061.25  (feet) COMP
 GH0583  MODELED GRAVITY -    979,783.2   (mgal)                       NAVD 88
 GH0583
 GH0583  VERT ORDER      -  FIRST     CLASS II
 GH0583
 GH0583.The horizontal coordinates were scaled from a map and have
 GH0583.an estimated accuracy of +/- 6 seconds.
 GH0583
 GH0583.The orthometric height was determined by differential leveling and
 GH0583.adjusted by the NATIONAL GEODETIC SURVEY
 GH0583.in June 1991.
 GH0583
 GH0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0583.GEOID18 height accuracy estimate available here.
 GH0583
 GH0583.Click photographs - Photos may exist for this station.
 GH0583
 GH0583.The dynamic height is computed by dividing the NAVD 88
 GH0583.geopotential number by the normal gravity value computed on the
 GH0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0583.degrees latitude (g = 980.6199 gals.).
 GH0583
 GH0583.The modeled gravity was interpolated from observed gravity values.
 GH0583
 GH0583;                    North         East    Units  Estimated Accuracy
 GH0583;SPC OK N     -   191,980.      619,160.      MT  (+/- 180 meters Scaled)
 GH0583
 GH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF084656(NAD 83)
 GH0583
 GH0583                          SUPERSEDED SURVEY CONTROL
 GH0583
 GH0583  NGVD 29 (04/22/92)  323.598  (m)         1061.67   (f) ADJUSTED    1 2
 GH0583
 GH0583.Superseded values are not recommended for survey control.
 GH0583
 GH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0583.See file dsdata.pdf to determine how the superseded data were derived.
 GH0583
 GH0583_MARKER: I = METAL ROD
 GH0583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GH0583_STAMPING: Z 205 1985
 GH0583_MARK LOGO: NGS
 GH0583_PROJECTION: FLUSH
 GH0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0583_ROD/PIPE-DEPTH: 5.8 meters
 GH0583
 GH0583  HISTORY     - Date     Condition        Report By
 GH0583  HISTORY     - 1985     MONUMENTED       NGS
 GH0583
 GH0583                          STATION DESCRIPTION
 GH0583
 GH0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GH0583'8.2 KM (5.1 MI) NORTH FROM PONDCREEK.
 GH0583'0.48 KM (0.3 MI) WEST ALONG US HIGHWAY 60 FROM THE POST OFFICE IN
 GH0583'PONDCREEK, THENCE 7.7 KM (4.8 MI) NORTH ALONG US HIGHWAY 81,
 GH0583'41.3 METERS (135.6 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 13.6
 GH0583'METERS (44.6 FT) NORTH OF THE CENTER OF A PAVED ROAD AND 3.9 METERS
 GH0583'(12.7 FT) EAST OF THE WEST END OF A FENCE.  NOTE--ACCESS TO DATUM
 GH0583'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GH0583'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GH0583'THE MARK IS 0.6 M ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0422 ***********************************************************************
 GJ0422  DESIGNATION -  Z 206
 GJ0422  PID         -  GJ0422
 GJ0422  STATE/COUNTY-  OK/GRANT
 GJ0422  COUNTRY     -  US
 GJ0422  USGS QUAD   -  MANCHESTER (2018)
 GJ0422
 GJ0422                         *CURRENT SURVEY CONTROL
 GJ0422  ______________________________________________________________________
 GJ0422* NAD 83(1986) POSITION- 36 54 52.     (N) 098 02 14.     (W)   SCALED
 GJ0422* NAVD 88 ORTHO HEIGHT -   356.249 (meters)     1168.79  (feet) ADJUSTED
 GJ0422  ______________________________________________________________________
 GJ0422  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 GJ0422  DYNAMIC HEIGHT  -        355.952 (meters)     1167.82  (feet) COMP
 GJ0422  MODELED GRAVITY -    979,787.1   (mgal)                       NAVD 88
 GJ0422
 GJ0422  VERT ORDER      -  FIRST     CLASS II
 GJ0422
 GJ0422.The horizontal coordinates were scaled from a map and have
 GJ0422.an estimated accuracy of +/- 6 seconds.
 GJ0422
 GJ0422.The orthometric height was determined by differential leveling and
 GJ0422.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0422.in June 1991.
 GJ0422
 GJ0422.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0422.GEOID18 height accuracy estimate available here.
 GJ0422
 GJ0422.Click photographs - Photos may exist for this station.
 GJ0422
 GJ0422.The dynamic height is computed by dividing the NAVD 88
 GJ0422.geopotential number by the normal gravity value computed on the
 GJ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0422.degrees latitude (g = 980.6199 gals.).
 GJ0422
 GJ0422.The modeled gravity was interpolated from observed gravity values.
 GJ0422
 GJ0422;                    North         East    Units  Estimated Accuracy
 GJ0422;SPC OK N     -   212,420.      596,680.      MT  (+/- 180 meters Scaled)
 GJ0422
 GJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF857858(NAD 83)
 GJ0422
 GJ0422                          SUPERSEDED SURVEY CONTROL
 GJ0422
 GJ0422.No superseded survey control is available for this station.
 GJ0422
 GJ0422_MARKER: I = METAL ROD
 GJ0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GJ0422_STAMPING: Z 206 1985
 GJ0422_MARK LOGO: NGS
 GJ0422_PROJECTION: FLUSH
 GJ0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0422_ROD/PIPE-DEPTH: 10.1 meters
 GJ0422
 GJ0422  HISTORY     - Date     Condition        Report By
 GJ0422  HISTORY     - 1985     MONUMENTED       NGS
 GJ0422
 GJ0422                          STATION DESCRIPTION
 GJ0422
 GJ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0422'9.0 KM (5.6 MI) SOUTH FROM MANCHESTER.
 GJ0422'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GJ0422'MANCHESTER, THENCE 8.79 KM (5.46 MI) SOUTH ALONG STATE HIGHWAY 132, AT
 GJ0422'THE SOUTHWEST END OF A PRIVATE AIR STRIP, IN THE NORTHEAST CORNER OF
 GJ0422'THE JUNCTION OF A GRAVEL DRIVE LEADING EAST TO SOME OIL STORAGE TANKS
 GJ0422'AND WEST TO A RANCH HOUSE, 0.17 KM (0.11 MI) NORTH OF THE JUNCTION OF
 GJ0422'A GRAVEL SECTION LINE ROAD, 12.3 METERS (40.5 FT) EAST OF THE HIGHWAY
 GJ0422'CENTERLINE, 32.9 METERS (108 FT) NORTH OF THE CENTER OF THE DRIVE,
 GJ0422'116.9 METERS (383.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 4
 GJ0422'BY 18 FOOT CONCRETE DOUBLE BOX CULVERT, 85.3 METERS (280 FT) SOUTH OF
 GJ0422'A BURIED HIGH PRESSURE OIL PIPELINE, 1.1 METERS (3.7 FT) NORTH OF A
 GJ0422'GUYED T JUNCTION POWER POLE WITH ONE TRANFORMER AND 0.3 METER (1 FT)
 GJ0422'WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 GJ0422'THROUGH A 5-INCH LOGO CAP.
 GJ0422'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GJ0422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM1145 ***********************************************************************
 DM1145  DESIGNATION -  Z 208
 DM1145  PID         -  DM1145
 DM1145  STATE/COUNTY-  OK/CHOCTAW
 DM1145  COUNTRY     -  US
 DM1145  USGS QUAD   -  SHOALS (2018)
 DM1145
 DM1145                         *CURRENT SURVEY CONTROL
 DM1145  ______________________________________________________________________
 DM1145* NAD 83(1986) POSITION- 33 59 49.     (N) 095 28 22.     (W)   SCALED
 DM1145* NAVD 88 ORTHO HEIGHT -   159.372 (meters)      522.87  (feet) ADJUSTED
 DM1145  ______________________________________________________________________
 DM1145  GEOID HEIGHT    -        -28.970 (meters)                     GEOID18
 DM1145  DYNAMIC HEIGHT  -        159.202 (meters)      522.32  (feet) COMP
 DM1145  MODELED GRAVITY -    979,567.3   (mgal)                       NAVD 88
 DM1145
 DM1145  VERT ORDER      -  FIRST     CLASS II
 DM1145
 DM1145.The horizontal coordinates were scaled from a map and have
 DM1145.an estimated accuracy of +/- 6 seconds.
 DM1145
 DM1145.The orthometric height was determined by differential leveling and
 DM1145.adjusted by the NATIONAL GEODETIC SURVEY
 DM1145.in June 1991.
 DM1145
 DM1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1145.GEOID18 height accuracy estimate available here.
 DM1145
 DM1145.Click photographs - Photos may exist for this station.
 DM1145
 DM1145.The dynamic height is computed by dividing the NAVD 88
 DM1145.geopotential number by the normal gravity value computed on the
 DM1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1145.degrees latitude (g = 980.6199 gals.).
 DM1145
 DM1145.The modeled gravity was interpolated from observed gravity values.
 DM1145
 DM1145;                    North         East    Units  Estimated Accuracy
 DM1145;SPC OK S     -    76,530.      833,460.      MT  (+/- 180 meters Scaled)
 DM1145
 DM1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT716645(NAD 83)
 DM1145
 DM1145                          SUPERSEDED SURVEY CONTROL
 DM1145
 DM1145.No superseded survey control is available for this station.
 DM1145
 DM1145_MARKER: I = METAL ROD
 DM1145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1145_STAMPING: Z 208 1986
 DM1145_MARK LOGO: NGS
 DM1145_PROJECTION: FLUSH
 DM1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1145_ROD/PIPE-DEPTH: 5.9 meters
 DM1145
 DM1145  HISTORY     - Date     Condition        Report By
 DM1145  HISTORY     - 1986     MONUMENTED       NGS
 DM1145
 DM1145                          STATION DESCRIPTION
 DM1145
 DM1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DM1145'4.3 KM (2.7 MI) EAST FROM HUGO.
 DM1145'4.3 KM (2.65 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION WITH
 DM1145'U.S. HIGHWAY 271 BUSINESS ROUTE IN HUGO, 0.3 KM (0.2 MI) WEST OF THE
 DM1145'INTERSECTION OF STATE HIGHWAY 93, 23.3 M (76.4 FT) WEST OF THE CENTER
 DM1145'OF A DRIVEWAY LEADING NORTH TO A HOUSE, 15.9 M (52.2 FT) NORTH OF THE
 DM1145'CENTERLINE OF THE HIGHWAY, AND 10.1 M (33.1 FT) WEST OF A UTILITY
 DM1145'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1145'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DM1145'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0809 ***********************************************************************
 EK0809  DESIGNATION -  Z 209
 EK0809  PID         -  EK0809
 EK0809  STATE/COUNTY-  OK/BRYAN
 EK0809  COUNTRY     -  US
 EK0809  USGS QUAD   -  BOSWELL SW (2018)
 EK0809
 EK0809                         *CURRENT SURVEY CONTROL
 EK0809  ______________________________________________________________________
 EK0809* NAD 83(1986) POSITION- 34 01 34.     (N) 095 58 21.     (W)   SCALED
 EK0809* NAVD 88 ORTHO HEIGHT -   189.877 (meters)      622.95  (feet) ADJUSTED
 EK0809  ______________________________________________________________________
 EK0809  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 EK0809  DYNAMIC HEIGHT  -        189.680 (meters)      622.31  (feet) COMP
 EK0809  MODELED GRAVITY -    979,594.6   (mgal)                       NAVD 88
 EK0809
 EK0809  VERT ORDER      -  FIRST     CLASS II
 EK0809
 EK0809.The horizontal coordinates were scaled from a map and have
 EK0809.an estimated accuracy of +/- 6 seconds.
 EK0809
 EK0809.The orthometric height was determined by differential leveling and
 EK0809.adjusted by the NATIONAL GEODETIC SURVEY
 EK0809.in June 1991.
 EK0809
 EK0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0809.GEOID18 height accuracy estimate available here.
 EK0809
 EK0809.Click photographs - Photos may exist for this station.
 EK0809
 EK0809.The dynamic height is computed by dividing the NAVD 88
 EK0809.geopotential number by the normal gravity value computed on the
 EK0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0809.degrees latitude (g = 980.6199 gals.).
 EK0809
 EK0809.The modeled gravity was interpolated from observed gravity values.
 EK0809
 EK0809;                    North         East    Units  Estimated Accuracy
 EK0809;SPC OK S     -    78,730.      787,240.      MT  (+/- 180 meters Scaled)
 EK0809
 EK0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT255690(NAD 83)
 EK0809
 EK0809                          SUPERSEDED SURVEY CONTROL
 EK0809
 EK0809.No superseded survey control is available for this station.
 EK0809
 EK0809_MARKER: I = METAL ROD
 EK0809_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0809+WITH SETTING: INFORMATION.
 EK0809_STAMPING: Z 209 1986
 EK0809_MARK LOGO: NGS
 EK0809_PROJECTION: FLUSH
 EK0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0809_ROD/PIPE-DEPTH: 1.9 meters
 EK0809
 EK0809  HISTORY     - Date     Condition        Report By
 EK0809  HISTORY     - 1986     MONUMENTED       NGS
 EK0809
 EK0809                          STATION DESCRIPTION
 EK0809
 EK0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EK0809'41.3 KM (25.65 MI) EAST FROM DURANT.
 EK0809'41.3 KM (25.65 MI) EASTERLY ALONG U.S. HIGHWAY 70 FROM ITS JUNCTION
 EK0809'WITH U.S. HIGHWAY 69 BUSINESS ROUTE IN DURANT, 21.5 M (70.5 FT) SOUTH
 EK0809'OF THE CENTERLINE OF THE HIGHWAY, 6.6 M (21.7 FT) EAST OF THE CENTER
 EK0809'OF A DRIVEWAY LEADING SOUTH, 2.9 M (9.5 FT) EAST OF A FENCE CORNER,
 EK0809'AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 EK0809'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EK0809'THE MARK IS 1.1 METERS  N FROM  A WITNESS POST AND FENCE
 EK0809'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0662 ***********************************************************************
 EL0662  DESIGNATION -  Z 210
 EL0662  PID         -  EL0662
 EL0662  STATE/COUNTY-  OK/STEPHENS
 EL0662  COUNTRY     -  US
 EL0662  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0662
 EL0662                         *CURRENT SURVEY CONTROL
 EL0662  ______________________________________________________________________
 EL0662* NAD 83(1986) POSITION- 34 27 50.     (N) 097 57 55.     (W)   SCALED
 EL0662* NAVD 88 ORTHO HEIGHT -   327.543 (meters)     1074.61  (feet) ADJUSTED
 EL0662  ______________________________________________________________________
 EL0662  GEOID HEIGHT    -        -25.644 (meters)                     GEOID18
 EL0662  DYNAMIC HEIGHT  -        327.209 (meters)     1073.52  (feet) COMP
 EL0662  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EL0662
 EL0662  VERT ORDER      -  FIRST     CLASS II
 EL0662
 EL0662.The horizontal coordinates were scaled from a map and have
 EL0662.an estimated accuracy of +/- 6 seconds.
 EL0662
 EL0662.The orthometric height was determined by differential leveling and
 EL0662.adjusted by the NATIONAL GEODETIC SURVEY
 EL0662.in June 1991.
 EL0662
 EL0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0662.GEOID18 height accuracy estimate available here.
 EL0662
 EL0662.Click photographs - Photos may exist for this station.
 EL0662
 EL0662.The dynamic height is computed by dividing the NAVD 88
 EL0662.geopotential number by the normal gravity value computed on the
 EL0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0662.degrees latitude (g = 980.6199 gals.).
 EL0662
 EL0662.The modeled gravity was interpolated from observed gravity values.
 EL0662
 EL0662;                    North         East    Units  Estimated Accuracy
 EL0662;SPC OK S     -   125,410.      603,190.      MT  (+/- 180 meters Scaled)
 EL0662
 EL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND950140(NAD 83)
 EL0662
 EL0662                          SUPERSEDED SURVEY CONTROL
 EL0662
 EL0662.No superseded survey control is available for this station.
 EL0662
 EL0662_MARKER: I = METAL ROD
 EL0662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EL0662+WITH SETTING: INFORMATION.
 EL0662_STAMPING: Z 210 1986
 EL0662_MARK LOGO: NGS
 EL0662_PROJECTION: FLUSH
 EL0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0662+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2014
 EL0662_ROD/PIPE-DEPTH: 1.1 meters
 EL0662
 EL0662  HISTORY     - Date     Condition        Report By
 EL0662  HISTORY     - 1986     MONUMENTED       NGS
 EL0662  HISTORY     - 20141212 GOOD             JCLS
 EL0662
 EL0662                          STATION DESCRIPTION
 EL0662
 EL0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0662'1.9 KM (1.2 MI) SOUTH FROM DUNCAN.
 EL0662'1.9 KM (1.2 MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET) FROM
 EL0662'ITS JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, 27.0 M
 EL0662'(88.6 FT) NORTH OF THE CENTER OF CHEROKEE ROAD, 10.1 M (33.1 FT) WEST
 EL0662'OF THE CENTERLINE OF THE HIGHWAY, 3.0 M (9.8 FT) SOUTHEAST OF A
 EL0662'UTILITY POLE, AND 0.9 M (3.0 FT) NORTHWEST OF A UTILITY POLE.
 EL0662'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 EL0662'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 EL0662'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EL0662
 EL0662                          STATION RECOVERY (2014)
 EL0662
 EL0662'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 EL0662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0688 ***********************************************************************
 EL0688  DESIGNATION -  Z 211
 EL0688  PID         -  EL0688
 EL0688  STATE/COUNTY-  OK/GRADY
 EL0688  COUNTRY     -  US
 EL0688  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0688
 EL0688                         *CURRENT SURVEY CONTROL
 EL0688  ______________________________________________________________________
 EL0688* NAD 83(1986) POSITION- 34 49 56.37   (N) 097 57 55.69   (W)   HD_HELD1
 EL0688* NAVD 88 ORTHO HEIGHT -   418.940 (meters)     1374.47  (feet) ADJUSTED
 EL0688  ______________________________________________________________________
 EL0688  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 EL0688  DYNAMIC HEIGHT  -        418.513 (meters)     1373.07  (feet) COMP
 EL0688  MODELED GRAVITY -    979,603.7   (mgal)                       NAVD 88
 EL0688
 EL0688  VERT ORDER      -  FIRST     CLASS II
 EL0688
 EL0688.The horizontal coordinates were determined by differentially corrected
 EL0688.hand held GPS observations or other comparable positioning techniques
 EL0688.and have an estimated accuracy of +/- 3 meters.
 EL0688
 EL0688.The orthometric height was determined by differential leveling and
 EL0688.adjusted by the NATIONAL GEODETIC SURVEY
 EL0688.in June 1991.
 EL0688
 EL0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0688.GEOID18 height accuracy estimate available here.
 EL0688
 EL0688.Click photographs - Photos may exist for this station.
 EL0688
 EL0688.The dynamic height is computed by dividing the NAVD 88
 EL0688.geopotential number by the normal gravity value computed on the
 EL0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0688.degrees latitude (g = 980.6199 gals.).
 EL0688
 EL0688.The modeled gravity was interpolated from observed gravity values.
 EL0688
 EL0688;                    North         East    Units  Estimated Accuracy
 EL0688;SPC OK S     -   166,274.9     603,158.5     MT  (+/- 3 meters HH1 GPS) 
 EL0688
 EL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND9459654936(NAD 83)
 EL0688
 EL0688                          SUPERSEDED SURVEY CONTROL
 EL0688
 EL0688.No superseded survey control is available for this station.
 EL0688
 EL0688_MARKER: DV = VERTICAL CONTROL DISK
 EL0688_SETTING: 66 = SET IN ROCK OUTCROP
 EL0688_STAMPING: Z 211 1986
 EL0688_MARK LOGO: NGS
 EL0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0688+STABILITY: POSITION/ELEVATION WELL
 EL0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL0688+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0688
 EL0688  HISTORY     - Date     Condition        Report By
 EL0688  HISTORY     - 1986     MONUMENTED       NGS
 EL0688  HISTORY     - 20180711 GOOD             OKDOT
 EL0688
 EL0688                          STATION DESCRIPTION
 EL0688
 EL0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0688'25.5 KM (15.85 MI) SOUTH FROM CHICKASHA.
 EL0688'25.5 KM (15.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 EL0688'BUILDING IN CHICKASHA, IN A 100 FOOT EXPOSED AREA OF OUTCROPPING
 EL0688'BEDROCK, 25.9 M (85.0 FT) NORTHWEST OF A UTILITY POLE, 16.0 M (52.5
 EL0688'FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 EL0688'AND 15.9 M (52.2 FT) WEST OF A FENCE.
 EL0688'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 EL0688'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EL0688
 EL0688                          STATION RECOVERY (2018)
 EL0688
 EL0688'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN1041 ***********************************************************************
 DN1041  DESIGNATION -  Z 212
 DN1041  PID         -  DN1041
 DN1041  STATE/COUNTY-  OK/JEFFERSON
 DN1041  COUNTRY     -  US
 DN1041  USGS QUAD   -  TERRAL (2019)
 DN1041
 DN1041                         *CURRENT SURVEY CONTROL
 DN1041  ______________________________________________________________________
 DN1041* NAD 83(1986) POSITION- 33 55 06.33   (N) 097 56 30.42   (W)   HD_HELD1
 DN1041* NAVD 88 ORTHO HEIGHT -   257.785 (meters)      845.75  (feet) ADJUSTED
 DN1041  ______________________________________________________________________
 DN1041  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DN1041  DYNAMIC HEIGHT  -        257.507 (meters)      844.84  (feet) COMP
 DN1041  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 DN1041
 DN1041  VERT ORDER      -  FIRST     CLASS II
 DN1041
 DN1041.The horizontal coordinates were determined by differentially corrected
 DN1041.hand held GPS observations or other comparable positioning techniques
 DN1041.and have an estimated accuracy of +/- 3 meters.
 DN1041
 DN1041.The orthometric height was determined by differential leveling and
 DN1041.adjusted by the NATIONAL GEODETIC SURVEY
 DN1041.in June 1991.
 DN1041
 DN1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN1041.GEOID18 height accuracy estimate available here.
 DN1041
 DN1041.Click photographs - Photos may exist for this station.
 DN1041
 DN1041.The dynamic height is computed by dividing the NAVD 88
 DN1041.geopotential number by the normal gravity value computed on the
 DN1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1041.degrees latitude (g = 980.6199 gals.).
 DN1041
 DN1041.The modeled gravity was interpolated from observed gravity values.
 DN1041
 DN1041;                    North         East    Units  Estimated Accuracy
 DN1041;SPC OK S     -    64,902.5     605,383.5     MT  (+/- 3 meters HH1 GPS) 
 DN1041
 DN1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9781953615(NAD 83)
 DN1041
 DN1041                          SUPERSEDED SURVEY CONTROL
 DN1041
 DN1041.No superseded survey control is available for this station.
 DN1041
 DN1041_MARKER: I = METAL ROD
 DN1041_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1041_STAMPING: Z 212 1986
 DN1041_MARK LOGO: NGS
 DN1041_PROJECTION: FLUSH
 DN1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1041_ROD/PIPE-DEPTH: 8.7 meters
 DN1041
 DN1041  HISTORY     - Date     Condition        Report By
 DN1041  HISTORY     - 1986     MONUMENTED       NGS
 DN1041
 DN1041                          STATION DESCRIPTION
 DN1041
 DN1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1041'27.7 KM (17.2 MI) SOUTH FROM WAURIKA.
 DN1041'27.7 KM (17.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1041'WITH U.S. HIGHWAY 70 IN WAURIKA, 57.3 M (188.0 FT) WEST OF THE
 DN1041'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) WEST OF THE NEAR RAIL OF
 DN1041'THE OKLAHOMA KANSAS TEXAS RAILROAD, 11.6 M (38.1 FT) SOUTH OF THE
 DN1041'CENTER OF A GRAVELED ROAD, AND 3.0 M (9.8 FT) SOUTH OF A FENCE CORNER.
 DN1041'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1041'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DN1041'THE MARK IS 0.6 M BELOW THE TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0655 ***********************************************************************
 EL0655  DESIGNATION -  Z 213
 EL0655  PID         -  EL0655
 EL0655  STATE/COUNTY-  OK/STEPHENS
 EL0655  COUNTRY     -  US
 EL0655  USGS QUAD   -  COMANCHE (2018)
 EL0655
 EL0655                         *CURRENT SURVEY CONTROL
 EL0655  ______________________________________________________________________
 EL0655* NAD 83(1986) POSITION- 34 20 06.     (N) 097 57 55.     (W)   SCALED
 EL0655* NAVD 88 ORTHO HEIGHT -   293.191 (meters)      961.91  (feet) ADJUSTED
 EL0655  ______________________________________________________________________
 EL0655  GEOID HEIGHT    -        -25.418 (meters)                     GEOID18
 EL0655  DYNAMIC HEIGHT  -        292.897 (meters)      960.95  (feet) COMP
 EL0655  MODELED GRAVITY -    979,624.9   (mgal)                       NAVD 88
 EL0655
 EL0655  VERT ORDER      -  FIRST     CLASS II
 EL0655
 EL0655.The horizontal coordinates were scaled from a map and have
 EL0655.an estimated accuracy of +/- 6 seconds.
 EL0655
 EL0655.The orthometric height was determined by differential leveling and
 EL0655.adjusted by the NATIONAL GEODETIC SURVEY
 EL0655.in June 1991.
 EL0655
 EL0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0655.GEOID18 height accuracy estimate available here.
 EL0655
 EL0655.Click photographs - Photos may exist for this station.
 EL0655
 EL0655.The dynamic height is computed by dividing the NAVD 88
 EL0655.geopotential number by the normal gravity value computed on the
 EL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0655.degrees latitude (g = 980.6199 gals.).
 EL0655
 EL0655.The modeled gravity was interpolated from observed gravity values.
 EL0655
 EL0655;                    North         East    Units  Estimated Accuracy
 EL0655;SPC OK S     -   111,110.      603,200.      MT  (+/- 180 meters Scaled)
 EL0655
 EL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC951997(NAD 83)
 EL0655
 EL0655                          SUPERSEDED SURVEY CONTROL
 EL0655
 EL0655.No superseded survey control is available for this station.
 EL0655
 EL0655_MARKER: DV = VERTICAL CONTROL DISK
 EL0655_SETTING: 66 = SET IN ROCK OUTCROP
 EL0655_STAMPING: Z 213 1986
 EL0655_MARK LOGO: NGS
 EL0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EL0655+STABILITY: POSITION/ELEVATION WELL
 EL0655
 EL0655  HISTORY     - Date     Condition        Report By
 EL0655  HISTORY     - 1986     MONUMENTED       NGS
 EL0655
 EL0655                          STATION DESCRIPTION
 EL0655
 EL0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EL0655'18.1 KM (11.25 MI) SOUTH FROM DUNCAN.
 EL0655'13.4 KM (8.3 MI) SOUTH ALONG OLD HIGHWAY 81 (13TH STREET) FROM ITS
 EL0655'JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, THENCE 4.7 KM
 EL0655'(2.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 81, IN A 3 BY 7 FOOT EXPOSED
 EL0655'AREA OF OUTCROPPING BEDROCK, 19.6 M (64.3 FT) NORTH-NORTHEAST OF A
 EL0655'4-INCH IRON PIPE FENCE POST, 19.4 M (63.6 FT) SOUTH-SOUTHEAST OF A
 EL0655'UTILITY POLE, AND 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF THE
 EL0655'HIGHWAY.
 EL0655'THE MARK IS 5.1 METERS  E FROM  A WITNESS POST AND FENCE
 EL0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0796 ***********************************************************************
 FJ0796  DESIGNATION -  Z 214
 FJ0796  PID         -  FJ0796
 FJ0796  STATE/COUNTY-  OK/GRADY
 FJ0796  COUNTRY     -  US
 FJ0796  USGS QUAD   -  MINCO (2018)
 FJ0796
 FJ0796                         *CURRENT SURVEY CONTROL
 FJ0796  ______________________________________________________________________
 FJ0796* NAD 83(1986) POSITION- 35 15 34.     (N) 097 57 13.     (W)   SCALED
 FJ0796* NAVD 88 ORTHO HEIGHT -   395.064 (meters)     1296.14  (feet) ADJUSTED
 FJ0796  ______________________________________________________________________
 FJ0796  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 FJ0796  DYNAMIC HEIGHT  -        394.668 (meters)     1294.84  (feet) COMP
 FJ0796  MODELED GRAVITY -    979,622.1   (mgal)                       NAVD 88
 FJ0796
 FJ0796  VERT ORDER      -  FIRST     CLASS II
 FJ0796
 FJ0796.The horizontal coordinates were scaled from a map and have
 FJ0796.an estimated accuracy of +/- 6 seconds.
 FJ0796
 FJ0796.The orthometric height was determined by differential leveling and
 FJ0796.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0796.in June 1991.
 FJ0796
 FJ0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0796.GEOID18 height accuracy estimate available here.
 FJ0796
 FJ0796.Click photographs - Photos may exist for this station.
 FJ0796
 FJ0796.The dynamic height is computed by dividing the NAVD 88
 FJ0796.geopotential number by the normal gravity value computed on the
 FJ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0796.degrees latitude (g = 980.6199 gals.).
 FJ0796
 FJ0796.The modeled gravity was interpolated from observed gravity values.
 FJ0796
 FJ0796;                    North         East    Units  Estimated Accuracy
 FJ0796;SPC OK S     -   213,660.      604,220.      MT  (+/- 180 meters Scaled)
 FJ0796
 FJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE951023(NAD 83)
 FJ0796
 FJ0796                          SUPERSEDED SURVEY CONTROL
 FJ0796
 FJ0796.No superseded survey control is available for this station.
 FJ0796
 FJ0796_MARKER: I = METAL ROD
 FJ0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ0796_STAMPING: Z 214 1986
 FJ0796_MARK LOGO: NGS
 FJ0796_PROJECTION: RECESSED 3 CENTIMETERS
 FJ0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0796_ROD/PIPE-DEPTH: 5.3 meters
 FJ0796
 FJ0796  HISTORY     - Date     Condition        Report By
 FJ0796  HISTORY     - 1986     MONUMENTED       NGS
 FJ0796
 FJ0796                          STATION DESCRIPTION
 FJ0796
 FJ0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 FJ0796'25.3 KM (15.7 MI) NORTH FROM CHICKASHA.
 FJ0796'25.3 KM (15.7 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM THE FEDERAL
 FJ0796'BUILDING IN CHICKASHA, 0.2 KM (0.1 MI) SOUTH OF THE INTERSECTION OF A
 FJ0796'DIRT ROAD, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FJ0796'1.2 M (3.9 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 FJ0796'IS HAD THROUGH A 5-INCH LOGO CAP.
 FJ0796'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FJ0796'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1388 ***********************************************************************
 FJ1388  DESIGNATION -  Z 215
 FJ1388  PID         -  FJ1388
 FJ1388  STATE/COUNTY-  OK/CLEVELAND
 FJ1388  COUNTRY     -  US
 FJ1388  USGS QUAD   -  MOORE (2018)
 FJ1388
 FJ1388                         *CURRENT SURVEY CONTROL
 FJ1388  ______________________________________________________________________
 FJ1388* NAD 83(1986) POSITION- 35 15 42.     (N) 097 28 30.     (W)   SCALED
 FJ1388* NAVD 88 ORTHO HEIGHT -   356.647 (meters)     1170.10  (feet) ADJUSTED
 FJ1388  ______________________________________________________________________
 FJ1388  GEOID HEIGHT    -        -26.630 (meters)                     GEOID18
 FJ1388  DYNAMIC HEIGHT  -        356.301 (meters)     1168.96  (feet) COMP
 FJ1388  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 FJ1388
 FJ1388  VERT ORDER      -  FIRST     CLASS II
 FJ1388
 FJ1388.The horizontal coordinates were scaled from a map and have
 FJ1388.an estimated accuracy of +/- 6 seconds.
 FJ1388
 FJ1388.The orthometric height was determined by differential leveling and
 FJ1388.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1388.in August 1994.
 FJ1388
 FJ1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1388.GEOID18 height accuracy estimate available here.
 FJ1388
 FJ1388.Click photographs - Photos may exist for this station.
 FJ1388
 FJ1388.The dynamic height is computed by dividing the NAVD 88
 FJ1388.geopotential number by the normal gravity value computed on the
 FJ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1388.degrees latitude (g = 980.6199 gals.).
 FJ1388
 FJ1388.The modeled gravity was interpolated from observed gravity values.
 FJ1388
 FJ1388;                    North         East    Units  Estimated Accuracy
 FJ1388;SPC OK S     -   214,030.      647,770.      MT  (+/- 180 meters Scaled)
 FJ1388
 FJ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE387031(NAD 83)
 FJ1388
 FJ1388                          SUPERSEDED SURVEY CONTROL
 FJ1388
 FJ1388.No superseded survey control is available for this station.
 FJ1388
 FJ1388_MARKER: I = METAL ROD
 FJ1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FJ1388_STAMPING: Z 215 1994
 FJ1388_MARK LOGO: NGS
 FJ1388_PROJECTION: FLUSH
 FJ1388_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1388+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FJ1388_ROD/PIPE-DEPTH: 4.8 meters
 FJ1388
 FJ1388  HISTORY     - Date     Condition        Report By
 FJ1388  HISTORY     - 1994     MONUMENTED       NGS
 FJ1388
 FJ1388                          STATION DESCRIPTION
 FJ1388
 FJ1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1388'0.6 KM (0.35 MI) NORTHEASTERLY ALONG GRAY STREET FROM THE POST OFFICE
 FJ1388'IN NORMAN, THENCE 5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 77,
 FJ1388'23.2 M (76.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 19.9 M
 FJ1388'(65.3 FT) SOUTH OF THE CENTER OF TECUMSEH ROAD, 5.9 M (19.4 FT) WEST
 FJ1388'OF A FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND
 FJ1388'0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 FJ1388'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0646 ***********************************************************************
 FK0646  DESIGNATION -  Z 216
 FK0646  PID         -  FK0646
 FK0646  STATE/COUNTY-  OK/GRADY
 FK0646  COUNTRY     -  US
 FK0646  USGS QUAD   -  COGAR SE (2018)
 FK0646
 FK0646                         *CURRENT SURVEY CONTROL
 FK0646  ______________________________________________________________________
 FK0646* NAD 83(1986) POSITION- 35 20 03.     (N) 098 01 32.     (W)   SCALED
 FK0646* NAVD 88 ORTHO HEIGHT -   436.810 (meters)     1433.10  (feet) ADJUSTED
 FK0646  ______________________________________________________________________
 FK0646  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FK0646  DYNAMIC HEIGHT  -        436.375 (meters)     1431.67  (feet) COMP
 FK0646  MODELED GRAVITY -    979,624.4   (mgal)                       NAVD 88
 FK0646
 FK0646  VERT ORDER      -  FIRST     CLASS II
 FK0646
 FK0646.The horizontal coordinates were scaled from a map and have
 FK0646.an estimated accuracy of +/- 6 seconds.
 FK0646
 FK0646.The orthometric height was determined by differential leveling and
 FK0646.adjusted by the NATIONAL GEODETIC SURVEY
 FK0646.in August 1994.
 FK0646
 FK0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0646.GEOID18 height accuracy estimate available here.
 FK0646
 FK0646.Click photographs - Photos may exist for this station.
 FK0646
 FK0646.The dynamic height is computed by dividing the NAVD 88
 FK0646.geopotential number by the normal gravity value computed on the
 FK0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0646.degrees latitude (g = 980.6199 gals.).
 FK0646
 FK0646.The modeled gravity was interpolated from observed gravity values.
 FK0646
 FK0646;                    North         East    Units  Estimated Accuracy
 FK0646;SPC OK S     -   221,950.      597,680.      MT  (+/- 180 meters Scaled)
 FK0646
 FK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE885105(NAD 83)
 FK0646
 FK0646                          SUPERSEDED SURVEY CONTROL
 FK0646
 FK0646.No superseded survey control is available for this station.
 FK0646
 FK0646_MARKER: I = METAL ROD
 FK0646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FK0646+WITH SETTING: INFORMATION.
 FK0646_STAMPING: Z 216 1994
 FK0646_MARK LOGO: NGS
 FK0646_MAGNETIC: I = MARKER IS A STEEL ROD
 FK0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0646+SATELLITE: SATELLITE OBSERVATIONS - 1994
 FK0646
 FK0646  HISTORY     - Date     Condition        Report By
 FK0646  HISTORY     - 1994     MONUMENTED       NGS
 FK0646
 FK0646                          STATION DESCRIPTION
 FK0646
 FK0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FK0646'0.1 KM (0.05 MI) EASTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 FK0646'MINCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG U.S. HIGHWAY 81,
 FK0646'THENCE 7.7 KM (4.80 MI) WESTERLY ALONG STATE HIGHWAY 152, A METAL
 FK0646'ROD DRIVEN 1.4 METERS AND FLUSH WITH THE GROUND, 23.6 M
 FK0646'(77.4 FT)  SOUTH OF THE HIGHWAY CENTERLINE, 9.1 M (29.9 FT) EAST OF
 FK0646'THE CENTER OF CORNETT ROAD, 5.2 M (17.1 FT) SOUTH OF A FENCE CORNER,
 FK0646'0.4 M (1.3 FT)  ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST
 FK0646'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 FK0646'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 FK0646'ANCHORED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL1060 ***********************************************************************
 EL1060  DESIGNATION -  Z 217
 EL1060  PID         -  EL1060
 EL1060  STATE/COUNTY-  OK/CARTER
 EL1060  COUNTRY     -  US
 EL1060  USGS QUAD   -  ARDMORE EAST (2018)
 EL1060
 EL1060                         *CURRENT SURVEY CONTROL
 EL1060  ______________________________________________________________________
 EL1060* NAD 83(2011) POSITION- 34 11 14.67563(N) 097 03 51.89288(W)   NO CHECK
 EL1060* NAD 83(2011) ELLIP HT-   226.463 (meters)        (04/05/13)   NO CHECK
 EL1060* NAD 83(2011) EPOCH   -  2010.00
 EL1060* NAVD 88 ORTHO HEIGHT -   252.535 (meters)      828.53  (feet) ADJUSTED
 EL1060  ______________________________________________________________________
 EL1060  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 EL1060  NAD 83(2011) X  -   -649,582.004 (meters)                     COMP
 EL1060  NAD 83(2011) Y  - -5,241,696.186 (meters)                     COMP
 EL1060  NAD 83(2011) Z  -  3,563,789.028 (meters)                     COMP
 EL1060  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 EL1060  DYNAMIC HEIGHT  -        252.270 (meters)      827.66  (feet) COMP
 EL1060  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 EL1060
 EL1060  VERT ORDER      -  FIRST     CLASS II
 EL1060
 EL1060  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EL1060  Standards:
 EL1060         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EL1060            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EL1060  -------------------------------------------------------------------
 EL1060  NETWORK    1.46   3.49           0.63   0.56   1.78      0.12549026
 EL1060  -------------------------------------------------------------------
 EL1060  Click here for local accuracies and other accuracy information.
 EL1060
 EL1060.The horizontal coordinates were established by GPS observations
 EL1060.and adjusted by the WOOLPERT CONSULTANTS in April 2013.
 EL1060
 EL1060.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EL1060.been affixed to the stable North American tectonic plate. See 
 EL1060.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EL1060
 EL1060.The horizontal coordinates are valid at the epoch date displayed above
 EL1060.which is a decimal equivalence of Year/Month/Day.
 EL1060
 EL1060.No horizontal observational check was made to the station.
 EL1060
 EL1060.The orthometric height was determined by differential leveling and
 EL1060.adjusted by the NATIONAL GEODETIC SURVEY
 EL1060.in August 1994.
 EL1060
 EL1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL1060.GEOID18 height accuracy estimate available here.
 EL1060
 EL1060.Click photographs - Photos may exist for this station.
 EL1060
 EL1060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EL1060
 EL1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL1060
 EL1060.The ellipsoidal height was determined by GPS observations
 EL1060.and is referenced to NAD 83.
 EL1060
 EL1060.The dynamic height is computed by dividing the NAVD 88
 EL1060.geopotential number by the normal gravity value computed on the
 EL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL1060.degrees latitude (g = 980.6199 gals.).
 EL1060
 EL1060.The modeled gravity was interpolated from observed gravity values.
 EL1060
 EL1060. The following values were computed from the NAD 83(2011) position.
 EL1060
 EL1060;                    North         East     Units Scale Factor Converg.
 EL1060;SPC OK S     -    95,136.700   686,238.865   MT  0.99995977   +0 31 51.8
 EL1060;SPC OK S     -   312,127.66  2,251,435.34   sFT  0.99995977   +0 31 51.8
 EL1060;UTM  14      - 3,784,629.223   678,366.212   MT  0.99999218   +1 05 16.4
 EL1060
 EL1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL1060!SPC OK S     -   0.99996445  x   0.99995977  =   0.99992422
 EL1060!UTM  14      -   0.99996445  x   0.99999218  =   0.99995663
 EL1060
 EL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7836684629(NAD 83)
 EL1060
 EL1060                          SUPERSEDED SURVEY CONTROL
 EL1060
 EL1060.No superseded survey control is available for this station.
 EL1060
 EL1060_MARKER: F = FLANGE-ENCASED ROD
 EL1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EL1060_STAMPING: Z 217 1994
 EL1060_MARK LOGO: NGS
 EL1060_PROJECTION: FLUSH
 EL1060_MAGNETIC: I = MARKER IS A STEEL ROD
 EL1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EL1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EL1060+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2012
 EL1060_ROD/PIPE-DEPTH: 3.6 meters
 EL1060
 EL1060  HISTORY     - Date     Condition        Report By
 EL1060  HISTORY     - 1994     MONUMENTED       NGS
 EL1060  HISTORY     - 20120108 GOOD             WOOLPT
 EL1060
 EL1060                          STATION DESCRIPTION
 EL1060
 EL1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 EL1060'0.2 KM (0.10 MI) EASTERLY ALONG 1ST AVENUE SOUTHWEST FROM THE POST
 EL1060'OFFICE IN ARDMORE, THENCE 1.8 KM (1.10 MI) NORTHERLY ALONG WASHINGTON
 EL1060'STREET, THENCE 5.5 KM (3.40 MI) EASTERLY ALONG STATE HIGHWAY 199,
 EL1060'19.5 M (64.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT)
 EL1060'NORTH-NORTHWEST OF THE WEST END OF A CULVERT UNDER A FIELD ENTRANCE,
 EL1060'7.8 M (25.6 FT) WEST OF THE CENTER OF THE FIELD ENTRANCE, 3.5 M
 EL1060'(11.5 FT) WEST OF A CONCRETE RIGHT-OF-WAY MARKER AND A T-JUNCTION
 EL1060'UTILITY POLE WITH 2 GUY CABLES, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 EL1060'HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 EL1060'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EL1060
 EL1060                          STATION RECOVERY (2012)
 EL1060
 EL1060'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012 (BJM)
 EL1060'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0961 ***********************************************************************
 GG0961  DESIGNATION -  Z 218
 GG0961  PID         -  GG0961
 GG0961  STATE/COUNTY-  OK/TULSA
 GG0961  COUNTRY     -  US
 GG0961  USGS QUAD   -  TULSA (2019)
 GG0961
 GG0961                         *CURRENT SURVEY CONTROL
 GG0961  ______________________________________________________________________
 GG0961* NAD 83(1986) POSITION- 36 10 40.22   (N) 095 53 50.32   (W)   HD_HELD1
 GG0961* NAVD 88 ORTHO HEIGHT -   201.785 (meters)      662.02  (feet) ADJUSTED
 GG0961  ______________________________________________________________________
 GG0961  GEOID HEIGHT    -        -29.017 (meters)                     GEOID18
 GG0961  DYNAMIC HEIGHT  -        201.609 (meters)      661.45  (feet) COMP
 GG0961  MODELED GRAVITY -    979,754.4   (mgal)                       NAVD 88
 GG0961
 GG0961  VERT ORDER      -  FIRST     CLASS II
 GG0961
 GG0961.The horizontal coordinates were determined by differentially corrected
 GG0961.hand held GPS observations or other comparable positioning techniques
 GG0961.and have an estimated accuracy of +/- 3 meters.
 GG0961
 GG0961.The orthometric height was determined by differential leveling and
 GG0961.adjusted by the NATIONAL GEODETIC SURVEY
 GG0961.in August 1994.
 GG0961
 GG0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0961.GEOID18 height accuracy estimate available here.
 GG0961
 GG0961.Click photographs - Photos may exist for this station.
 GG0961
 GG0961.The dynamic height is computed by dividing the NAVD 88
 GG0961.geopotential number by the normal gravity value computed on the
 GG0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0961.degrees latitude (g = 980.6199 gals.).
 GG0961
 GG0961.The modeled gravity was interpolated from observed gravity values.
 GG0961
 GG0961;                    North         East    Units  Estimated Accuracy
 GG0961;SPC OK N     -   132,732.8     789,134.5     MT  (+/- 3 meters HH1 GPS) 
 GG0961
 GG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA3942507564(NAD 83)
 GG0961
 GG0961                          SUPERSEDED SURVEY CONTROL
 GG0961
 GG0961.No superseded survey control is available for this station.
 GG0961
 GG0961_MARKER: I = METAL ROD
 GG0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0961_STAMPING: Z 218 1994
 GG0961_MARK LOGO: NGS
 GG0961_PROJECTION: FLUSH
 GG0961_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0961+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2020
 GG0961_ROD/PIPE-DEPTH: 3.4 meters
 GG0961
 GG0961  HISTORY     - Date     Condition        Report By
 GG0961  HISTORY     - 1994     MONUMENTED       NGS
 GG0961  HISTORY     - 20021025 GOOD             JCLS
 GG0961  HISTORY     - 20081105 GOOD             AIRDAT
 GG0961  HISTORY     - 20201221 GOOD             COTOK
 GG0961
 GG0961                          STATION DESCRIPTION
 GG0961
 GG0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 GG0961'IN TULSA, AT THE INTERSECTION OF EAST PINE STREET AND NORTH 71ST
 GG0961'AVENUE EAST, 82.1 M (269.4 FT) NORTH OF THE CENTERLINE OF THE
 GG0961'WESTBOUND LANES OF THE STREET, 10.3 M (33.8 FT) NORTH-NORTHWEST OF
 GG0961'UTILITY POLE NUMBER 2013-26-4105 WITH 1 GUY CABLE AND UNDERGROUND
 GG0961'CABLE JUNCTION BOX NUMBER 1508, 9.0 M (29.5 FT) WEST OF THE AVENUE
 GG0961'CENTER, 1.9 M (6.2 FT) NORTH OF A CHAIN-LINK FENCE CORNER, 0.7 M
 GG0961'(2.3 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) EAST OF A
 GG0961'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GG0961'5-INCH LOGO CAP.
 GG0961
 GG0961                          STATION RECOVERY (2002)
 GG0961
 GG0961'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 GG0961'RECOVERED IN GOOD CONDITION.
 GG0961
 GG0961                          STATION RECOVERY (2008)
 GG0961
 GG0961'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (KEG)
 GG0961'RECOVERED IN GOOD CONDITION.
 GG0961
 GG0961                          STATION RECOVERY (2020)
 GG0961
 GG0961'RECOVERY NOTE BY CITY OF TULSA 2020 (MWF)
 GG0961'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ1414 ***********************************************************************
 FJ1414  DESIGNATION -  Z 219
 FJ1414  PID         -  FJ1414
 FJ1414  STATE/COUNTY-  OK/CREEK
 FJ1414  COUNTRY     -  US
 FJ1414  USGS QUAD   -  SAPULPA SOUTH (2018)
 FJ1414
 FJ1414                         *CURRENT SURVEY CONTROL
 FJ1414  ______________________________________________________________________
 FJ1414* NAD 83(1986) POSITION- 35 56 44.76   (N) 096 03 50.40   (W)   HD_HELD1
 FJ1414* NAVD 88 ORTHO HEIGHT -   210.888 (meters)      691.89  (feet) ADJUSTED
 FJ1414  ______________________________________________________________________
 FJ1414  GEOID HEIGHT    -        -28.796 (meters)                     GEOID18
 FJ1414  DYNAMIC HEIGHT  -        210.701 (meters)      691.27  (feet) COMP
 FJ1414  MODELED GRAVITY -    979,741.1   (mgal)                       NAVD 88
 FJ1414
 FJ1414  VERT ORDER      -  FIRST     CLASS II
 FJ1414
 FJ1414.The horizontal coordinates were determined by differentially corrected
 FJ1414.hand held GPS observations or other comparable positioning techniques
 FJ1414.and have an estimated accuracy of +/- 3 meters.
 FJ1414
 FJ1414.The orthometric height was determined by differential leveling and
 FJ1414.adjusted by the NATIONAL GEODETIC SURVEY
 FJ1414.in August 1994.
 FJ1414
 FJ1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ1414.GEOID18 height accuracy estimate available here.
 FJ1414
 FJ1414.Click photographs - Photos may exist for this station.
 FJ1414
 FJ1414.The dynamic height is computed by dividing the NAVD 88
 FJ1414.geopotential number by the normal gravity value computed on the
 FJ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ1414.degrees latitude (g = 980.6199 gals.).
 FJ1414
 FJ1414.The modeled gravity was interpolated from observed gravity values.
 FJ1414
 FJ1414;                    North         East    Units  Estimated Accuracy
 FJ1414;SPC OK N     -   106,676.7     774,656.5     MT  (+/- 3 meters HH1 GPS) 
 FJ1414
 FJ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE6483281918(NAD 83)
 FJ1414
 FJ1414                          SUPERSEDED SURVEY CONTROL
 FJ1414
 FJ1414.No superseded survey control is available for this station.
 FJ1414
 FJ1414_MARKER: F = FLANGE-ENCASED ROD
 FJ1414_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FJ1414+WITH SETTING: INFORMATION.
 FJ1414_STAMPING: Z 219 1994
 FJ1414_MARK LOGO: NGS
 FJ1414_MAGNETIC: I = MARKER IS A STEEL ROD
 FJ1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FJ1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FJ1414+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 FJ1414
 FJ1414  HISTORY     - Date     Condition        Report By
 FJ1414  HISTORY     - 1994     MONUMENTED       NGS
 FJ1414  HISTORY     - 20060228 GOOD             OKDOT
 FJ1414  HISTORY     - 20220531 GOOD             OKDOT
 FJ1414
 FJ1414                          STATION DESCRIPTION
 FJ1414
 FJ1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 FJ1414'8.6 KM (5.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 75 ALTERNATE FROM THE
 FJ1414'JUNCTION OF STATE HIGHWAYS 66 AND 97 IN SAPULPA, 15.1 M (49.5 FT)
 FJ1414'WEST OF THE SOUTHWEST CORNER OF A BLOCK BUILDING HOUSING A REFRESHMENT
 FJ1414'STAND FOR KEIFER STADIUM, A METAL ROD DRIVEN 3.4 METERS AND FLUSH
 FJ1414'WITH THE GROUND, 11.5 M (37.7 FT) EAST-NORTHEAST OF THE
 FJ1414'HIGHWAY CENTERLINE, 7.3 M (24.0 FT) NORTH OF A UTILITY LIGHT POLE,
 FJ1414'6.8 M (22.3 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER,
 FJ1414'4.0 M (13.1 FT) NORTH-NORTHWEST OF THE CENTER OF A GATE, 0.3 M
 FJ1414'(1.0 FT) SOUTHWEST OF A WITNESS POST AND CHAIN-LINK FENCE ENCLOSING
 FJ1414'THE STADIUM, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 FJ1414'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 FJ1414'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 FJ1414
 FJ1414                          STATION RECOVERY (2006)
 FJ1414
 FJ1414'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2006 (DKS)
 FJ1414'RECOVERED IN GOOD CONDITION.
 FJ1414
 FJ1414                          STATION RECOVERY (2022)
 FJ1414
 FJ1414'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FJ1414'STADIUM HAS BEEN DEMOLISHED.  NEW REFERENCES ARE 22.45 FT (6.8 M)
 FJ1414'SOUTH-SOUTHEAST POWER POLE WITH TRANSFORMER, 24 FT (7.3 M) NORTH OF
 FJ1414'LIGHT POLE.  36.57 FT (11.1 M) EAST-SOUTHEAST OF THE CENTERLINE ALT US
 FJ1414'75.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 AC9188 ***********************************************************************
 AC9188  DESIGNATION -  Z 220
 AC9188  PID         -  AC9188
 AC9188  STATE/COUNTY-  OK/MCCLAIN
 AC9188  COUNTRY     -  US
 AC9188  USGS QUAD   -  STEALY (2018)
 AC9188
 AC9188                         *CURRENT SURVEY CONTROL
 AC9188  ______________________________________________________________________
 AC9188* NAD 83(1986) POSITION- 34 58 18.04   (N) 097 27 35.76   (W)   HD_HELD1
 AC9188* NAVD 88 ORTHO HEIGHT -   335.940 (meters)     1102.16  (feet) ADJUSTED
 AC9188  ______________________________________________________________________
 AC9188  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 AC9188  DYNAMIC HEIGHT  -        335.611 (meters)     1101.08  (feet) COMP
 AC9188  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 AC9188
 AC9188  VERT ORDER      -  SECOND    CLASS I
 AC9188
 AC9188.The horizontal coordinates were determined by differentially corrected
 AC9188.hand held GPS observations or other comparable positioning techniques
 AC9188.and have an estimated accuracy of +/- 3 meters.
 AC9188
 AC9188.The orthometric height was determined by differential leveling and
 AC9188.adjusted by the NATIONAL GEODETIC SURVEY
 AC9188.in July 2002.
 AC9188
 AC9188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9188.GEOID18 height accuracy estimate available here.
 AC9188
 AC9188.Click photographs - Photos may exist for this station.
 AC9188
 AC9188.The dynamic height is computed by dividing the NAVD 88
 AC9188.geopotential number by the normal gravity value computed on the
 AC9188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9188.degrees latitude (g = 980.6199 gals.).
 AC9188
 AC9188.The modeled gravity was interpolated from observed gravity values.
 AC9188
 AC9188;                    North         East    Units  Estimated Accuracy
 AC9188;SPC OK S     -   181,865.2     649,316.4     MT  (+/- 3 meters HH1 GPS) 
 AC9188
 AC9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD4058770985(NAD 83)
 AC9188
 AC9188                          SUPERSEDED SURVEY CONTROL
 AC9188
 AC9188.No superseded survey control is available for this station.
 AC9188
 AC9188_MARKER: F = FLANGE-ENCASED ROD
 AC9188_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC9188+WITH SETTING: INFORMATION.
 AC9188_STAMPING: Z 220 1997
 AC9188_MARK LOGO: NGS
 AC9188_PROJECTION: FLUSH
 AC9188_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9188+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 AC9188_ROD/PIPE-DEPTH: 2.2 meters
 AC9188
 AC9188  HISTORY     - Date     Condition        Report By
 AC9188  HISTORY     - 1997     MONUMENTED       NGS
 AC9188  HISTORY     - 20241107 GOOD             WHE
 AC9188  HISTORY     - 20250421 GOOD             LEMKE
 AC9188
 AC9188                          STATION DESCRIPTION
 AC9188
 AC9188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC9188'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 74 FROM THE
 AC9188'JUNCTION OF INTERSTATE HIGHWAY 35 IN PURCELL (EXIT 91) , THENCE 6.9 KM
 AC9188'(4.30 MI) WESTERLY ALONG A PAVED ROAD, 65.0 M (213.3 FT) WEST OF THE
 AC9188'EXTENDED CENTER OF A PAVED ROD, 9.5 M (31.2 FT) NORTH OF THE ROAD
 AC9188'CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3
 AC9188'M (1.0 FT) ABOVE THE LEVEL OF TE ROAD.  NOTE--ACCESS TO THE DATUM
 AC9188'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH OF 0.9 METER
 AC9188'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS
 AC9188'DRIVEN TO REFUSAL AND ANCHORED.
 AC9188
 AC9188                          STATION RECOVERY (2024)
 AC9188
 AC9188'RECOVERY NOTE BY WHITE HAWK ENGINEERING 2024 (TC)
 AC9188'RECOVERED IN GOOD CONDITION.
 AC9188
 AC9188                          STATION RECOVERY (2025)
 AC9188
 AC9188'RECOVERY NOTE BY LEMKE LAND SURVEYING 2025 (BB)
 AC9188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0333 ***********************************************************************
 FK0333  DESIGNATION -  Z 25
 FK0333  PID         -  FK0333
 FK0333  STATE/COUNTY-  OK/BECKHAM
 FK0333  COUNTRY     -  US
 FK0333  USGS QUAD   -  ELK CITY (2018)
 FK0333
 FK0333                         *CURRENT SURVEY CONTROL
 FK0333  ______________________________________________________________________
 FK0333* NAD 83(1986) POSITION- 35 24 31.     (N) 099 23 40.     (W)   SCALED
 FK0333* NAVD 88 ORTHO HEIGHT -   579.852 (meters)     1902.40  (feet) ADJUSTED
 FK0333  ______________________________________________________________________
 FK0333  GEOID HEIGHT    -        -27.236 (meters)                     GEOID18
 FK0333  DYNAMIC HEIGHT  -        579.247 (meters)     1900.41  (feet) COMP
 FK0333  MODELED GRAVITY -    979,571.5   (mgal)                       NAVD 88
 FK0333
 FK0333  VERT ORDER      -  FIRST     CLASS II
 FK0333
 FK0333.The horizontal coordinates were scaled from a map and have
 FK0333.an estimated accuracy of +/- 6 seconds.
 FK0333
 FK0333.The orthometric height was determined by differential leveling and
 FK0333.adjusted by the NATIONAL GEODETIC SURVEY
 FK0333.in June 1991.
 FK0333
 FK0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0333.GEOID18 height accuracy estimate available here.
 FK0333
 FK0333.Click photographs - Photos may exist for this station.
 FK0333
 FK0333.The dynamic height is computed by dividing the NAVD 88
 FK0333.geopotential number by the normal gravity value computed on the
 FK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0333.degrees latitude (g = 980.6199 gals.).
 FK0333
 FK0333.The modeled gravity was interpolated from observed gravity values.
 FK0333
 FK0333;                    North         East    Units  Estimated Accuracy
 FK0333;SPC OK S     -   231,080.      473,340.      MT  (+/- 180 meters Scaled)
 FK0333
 FK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME641184(NAD 83)
 FK0333
 FK0333                          SUPERSEDED SURVEY CONTROL
 FK0333
 FK0333  NGVD 29 (??/??/92)  579.592  (m)         1901.54   (f) ADJ UNCH    1 2
 FK0333
 FK0333.Superseded values are not recommended for survey control.
 FK0333
 FK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0333.See file dsdata.pdf to determine how the superseded data were derived.
 FK0333
 FK0333_MARKER: DB = BENCH MARK DISK
 FK0333_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FK0333_SP_SET: RETAINING WALL
 FK0333_STAMPING: Z 25 1934
 FK0333_MARK LOGO: CGS
 FK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FK0333+STABILITY: SURFACE MOTION
 FK0333
 FK0333  HISTORY     - Date     Condition        Report By
 FK0333  HISTORY     - 1934     MONUMENTED       CGS
 FK0333
 FK0333                          STATION DESCRIPTION
 FK0333
 FK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0333'0.5 MI NE FROM ELK CITY.
 FK0333'ABOUT 0.5 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 FK0333'FROM THE STATION AT ELK CITY, BECKHAM COUNTY, AT THE OVERHEAD
 FK0333'CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, IN
 FK0333'THE FACE OF THE NORTHWEST CONCRETE RETAINING WALL, AND ABOUT
 FK0333'4 FEET HIGHER THAN THE MISSOURI-KANSAS-TEXAS RAILROAD TRACK.
 FK0333'A STANDARD DISK, STAMPED Z 25 1934 AND SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0250 ***********************************************************************
 EM0250  DESIGNATION -  Z 26
 EM0250  PID         -  EM0250
 EM0250  STATE/COUNTY-  OK/GREER
 EM0250  COUNTRY     -  US
 EM0250  USGS QUAD   -  HESTER (2018)
 EM0250
 EM0250                         *CURRENT SURVEY CONTROL
 EM0250  ______________________________________________________________________
 EM0250* NAD 83(1986) POSITION- 34 52 21.     (N) 099 29 49.     (W)   SCALED
 EM0250* NAVD 88 ORTHO HEIGHT -   483.595 (meters)     1586.59  (feet) ADJUSTED
 EM0250  ______________________________________________________________________
 EM0250  GEOID HEIGHT    -        -26.636 (meters)                     GEOID18
 EM0250  DYNAMIC HEIGHT  -        483.089 (meters)     1584.93  (feet) COMP
 EM0250  MODELED GRAVITY -    979,573.2   (mgal)                       NAVD 88
 EM0250
 EM0250  VERT ORDER      -  SECOND    CLASS 0
 EM0250
 EM0250.The horizontal coordinates were scaled from a map and have
 EM0250.an estimated accuracy of +/- 6 seconds.
 EM0250
 EM0250.The orthometric height was determined by differential leveling and
 EM0250.adjusted by the NATIONAL GEODETIC SURVEY
 EM0250.in June 1991.
 EM0250
 EM0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0250.GEOID18 height accuracy estimate available here.
 EM0250
 EM0250.Click photographs - Photos may exist for this station.
 EM0250
 EM0250.The dynamic height is computed by dividing the NAVD 88
 EM0250.geopotential number by the normal gravity value computed on the
 EM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0250.degrees latitude (g = 980.6199 gals.).
 EM0250
 EM0250.The modeled gravity was interpolated from observed gravity values.
 EM0250
 EM0250;                    North         East    Units  Estimated Accuracy
 EM0250;SPC OK S     -   171,750.      463,150.      MT  (+/- 180 meters Scaled)
 EM0250
 EM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD545590(NAD 83)
 EM0250
 EM0250                          SUPERSEDED SURVEY CONTROL
 EM0250
 EM0250  NGVD 29 (??/??/92)  483.394  (m)         1585.94   (f) ADJ UNCH    2 0
 EM0250
 EM0250.Superseded values are not recommended for survey control.
 EM0250
 EM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0250.See file dsdata.pdf to determine how the superseded data were derived.
 EM0250
 EM0250_MARKER: DB = BENCH MARK DISK
 EM0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0250_SP_SET: BUILDING
 EM0250_STAMPING: Z 26 1934
 EM0250_MARK LOGO: CGS
 EM0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0250
 EM0250  HISTORY     - Date     Condition        Report By
 EM0250  HISTORY     - 1934     MONUMENTED       CGS
 EM0250  HISTORY     - 1935     GOOD             CGS
 EM0250  HISTORY     - 1963     GOOD             CGS
 EM0250
 EM0250                          STATION DESCRIPTION
 EM0250
 EM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EM0250'IN MANGUM.
 EM0250'AT MANGUM, GREER COUNTY, AT THE MISSOURI-KANSAS-TEXAS RAILROAD
 EM0250'STATION, IN THE NORTHEAST BRICK WALL, SOUTHEAST OF THE WAITING-ROOM
 EM0250'ENTRANCE, 14 FEET NORTHWEST OF THE EAST CORNER. MIDWAY BETWEEN TWO
 EM0250'WINDOWS, AND ABOUT 4 FEET HIGHER THAN THE PLATFORM.  A STANDARD DISK,
 EM0250'STAMPED Z 26 1934 AND SET VERTICALLY.
 EM0250
 EM0250                          STATION RECOVERY (1963)
 EM0250
 EM0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0389 ***********************************************************************
 FK0389  DESIGNATION -  Z 28
 FK0389  PID         -  FK0389
 FK0389  STATE/COUNTY-  OK/KIOWA
 FK0389  COUNTRY     -  US
 FK0389  USGS QUAD   -  HOBART (2018)
 FK0389
 FK0389                         *CURRENT SURVEY CONTROL
 FK0389  ______________________________________________________________________
 FK0389* NAD 83(1986) POSITION- 35 01 45.87   (N) 099 05 12.46   (W)   HD_HELD1
 FK0389* NAVD 88 ORTHO HEIGHT -   469.143 (meters)     1539.18  (feet) ADJUSTED
 FK0389  ______________________________________________________________________
 FK0389  GEOID HEIGHT    -        -25.854 (meters)                     GEOID18
 FK0389  DYNAMIC HEIGHT  -        468.679 (meters)     1537.66  (feet) COMP
 FK0389  MODELED GRAVITY -    979,630.9   (mgal)                       NAVD 88
 FK0389
 FK0389  VERT ORDER      -  SECOND    CLASS 0
 FK0389
 FK0389.The horizontal coordinates were determined by differentially corrected
 FK0389.hand held GPS observations or other comparable positioning techniques
 FK0389.and have an estimated accuracy of +/- 3 meters.
 FK0389
 FK0389.The orthometric height was determined by differential leveling and
 FK0389.adjusted by the NATIONAL GEODETIC SURVEY
 FK0389.in June 1991.
 FK0389
 FK0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0389.GEOID18 height accuracy estimate available here.
 FK0389
 FK0389.Click photographs - Photos may exist for this station.
 FK0389
 FK0389.The dynamic height is computed by dividing the NAVD 88
 FK0389.geopotential number by the normal gravity value computed on the
 FK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0389.degrees latitude (g = 980.6199 gals.).
 FK0389
 FK0389.The modeled gravity was interpolated from observed gravity values.
 FK0389
 FK0389;                    North         East    Units  Estimated Accuracy
 FK0389;SPC OK S     -   188,671.5     500,829.3     MT  (+/- 3 meters HH1 GPS) 
 FK0389
 FK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD9208276307(NAD 83)
 FK0389
 FK0389                          SUPERSEDED SURVEY CONTROL
 FK0389
 FK0389  NGVD 29 (??/??/92)  468.974  (m)         1538.63   (f) ADJ UNCH    2 0
 FK0389
 FK0389.Superseded values are not recommended for survey control.
 FK0389
 FK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0389.See file dsdata.pdf to determine how the superseded data were derived.
 FK0389
 FK0389_MARKER: DB = BENCH MARK DISK
 FK0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0389_SP_SET: BRIDGE
 FK0389_STAMPING: 1538.626 Z 28 1934
 FK0389_MARK LOGO: CGS
 FK0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FK0389+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 FK0389
 FK0389  HISTORY     - Date     Condition        Report By
 FK0389  HISTORY     - 1934     MONUMENTED       CGS
 FK0389  HISTORY     - 1940     GOOD             CGS
 FK0389  HISTORY     - 1963     GOOD             CGS
 FK0389  HISTORY     - 20180711 GOOD             OKDOT
 FK0389
 FK0389                          STATION DESCRIPTION
 FK0389
 FK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FK0389'AT HOBART.
 FK0389'AT THE NORTHEAST CORNER OF HOBART, ON THE ST. LOUIS-SAN FRANCISCO
 FK0389'RAILWAY, AT THE CROSSING OF STATE HIGHWAY 9, JUST NORTH OF THE
 FK0389'CITIES SERVICE OIL COMPANYS BULK TANKS, 40 FEET WEST OF THE
 FK0389'TRACK, 18 FEET FROM THE CENTERLINE OF THE HIGHWAY, AND IN THE
 FK0389'TOP OF THE NORTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE.  A
 FK0389'STANDARD DISK, STAMPED 1538.626 Z 28 1934.
 FK0389
 FK0389                          STATION RECOVERY (1963)
 FK0389
 FK0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0389'RECOVERED IN GOOD CONDITION.
 FK0389
 FK0389                          STATION RECOVERY (2018)
 FK0389
 FK0389'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 FK0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0167 ***********************************************************************
 EM0167  DESIGNATION -  Z 29
 EM0167  PID         -  EM0167
 EM0167  STATE/COUNTY-  OK/KIOWA
 EM0167  COUNTRY     -  US
 EM0167  USGS QUAD   -  SNYDER (2018)
 EM0167
 EM0167                         *CURRENT SURVEY CONTROL
 EM0167  ______________________________________________________________________
 EM0167* NAD 83(1986) POSITION- 34 39 10.     (N) 098 56 34.     (W)   SCALED
 EM0167* NAVD 88 ORTHO HEIGHT -   415.609 (meters)     1363.54  (feet) ADJUSTED
 EM0167  ______________________________________________________________________
 EM0167  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 EM0167  DYNAMIC HEIGHT  -        415.199 (meters)     1362.20  (feet) COMP
 EM0167  MODELED GRAVITY -    979,635.0   (mgal)                       NAVD 88
 EM0167
 EM0167  VERT ORDER      -  SECOND    CLASS 0
 EM0167
 EM0167.The horizontal coordinates were scaled from a map and have
 EM0167.an estimated accuracy of +/- 6 seconds.
 EM0167
 EM0167.The orthometric height was determined by differential leveling and
 EM0167.adjusted by the NATIONAL GEODETIC SURVEY
 EM0167.in June 1991.
 EM0167
 EM0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0167.GEOID18 height accuracy estimate available here.
 EM0167
 EM0167.Click photographs - Photos may exist for this station.
 EM0167
 EM0167.The dynamic height is computed by dividing the NAVD 88
 EM0167.geopotential number by the normal gravity value computed on the
 EM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0167.degrees latitude (g = 980.6199 gals.).
 EM0167
 EM0167.The modeled gravity was interpolated from observed gravity values.
 EM0167
 EM0167;                    North         East    Units  Estimated Accuracy
 EM0167;SPC OK S     -   146,760.      513,580.      MT  (+/- 180 meters Scaled)
 EM0167
 EM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND052345(NAD 83)
 EM0167
 EM0167                          SUPERSEDED SURVEY CONTROL
 EM0167
 EM0167  NGVD 29 (??/??/92)  415.475  (m)         1363.10   (f) ADJ UNCH    2 0
 EM0167
 EM0167.Superseded values are not recommended for survey control.
 EM0167
 EM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0167.See file dsdata.pdf to determine how the superseded data were derived.
 EM0167
 EM0167_MARKER: DB = BENCH MARK DISK
 EM0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0167_SP_SET: CULVERT HEADWALL
 EM0167_STAMPING: Z 29 1934
 EM0167_MARK LOGO: CGS
 EM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0167+STABILITY: SURFACE MOTION
 EM0167
 EM0167  HISTORY     - Date     Condition        Report By
 EM0167  HISTORY     - 1934     MONUMENTED       CGS
 EM0167  HISTORY     - 1963     GOOD             CGS
 EM0167
 EM0167                          STATION DESCRIPTION
 EM0167
 EM0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0167'1.1 MI SE FROM SNYDER.
 EM0167'1.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0167'STATION AT SNYDER, 20 POLES SOUTH OF MILEPOST 744, AT THE CROSSING OF
 EM0167'U.S. HIGHWAY 62, 20 FEET EAST OF THE NEAREST RAIL, 12 FEET NORTH OF
 EM0167'THE CENTERLINE OF THE HIGHWAY, AT THE SOUTH END OF A CULVERT, AND IN
 EM0167'THE TOP OF THE EAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED Z 29
 EM0167'1934.
 EM0167
 EM0167                          STATION RECOVERY (1963)
 EM0167
 EM0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0132 ***********************************************************************
 FK0132  DESIGNATION -  Z 30
 FK0132  PID         -  FK0132
 FK0132  STATE/COUNTY-  OK/KIOWA
 FK0132  COUNTRY     -  US
 FK0132  USGS QUAD   -  GOTEBO EAST (2018)
 FK0132
 FK0132                         *CURRENT SURVEY CONTROL
 FK0132  ______________________________________________________________________
 FK0132* NAD 83(1986) POSITION- 35 04 29.     (N) 098 50 05.     (W)   SCALED
 FK0132* NAVD 88 ORTHO HEIGHT -   432.500 (meters)     1418.96  (feet) ADJUSTED
 FK0132  ______________________________________________________________________
 FK0132  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 FK0132  DYNAMIC HEIGHT  -        432.068 (meters)     1417.54  (feet) COMP
 FK0132  MODELED GRAVITY -    979,623.3   (mgal)                       NAVD 88
 FK0132
 FK0132  VERT ORDER      -  SECOND    CLASS 0
 FK0132
 FK0132.The horizontal coordinates were scaled from a map and have
 FK0132.an estimated accuracy of +/- 6 seconds.
 FK0132
 FK0132.The orthometric height was determined by differential leveling and
 FK0132.adjusted by the NATIONAL GEODETIC SURVEY
 FK0132.in June 1991.
 FK0132
 FK0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0132.GEOID18 height accuracy estimate available here.
 FK0132
 FK0132.Click photographs - Photos may exist for this station.
 FK0132
 FK0132.The dynamic height is computed by dividing the NAVD 88
 FK0132.geopotential number by the normal gravity value computed on the
 FK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0132.degrees latitude (g = 980.6199 gals.).
 FK0132
 FK0132.The modeled gravity was interpolated from observed gravity values.
 FK0132
 FK0132;                    North         East    Units  Estimated Accuracy
 FK0132;SPC OK S     -   193,480.      523,870.      MT  (+/- 180 meters Scaled)
 FK0132
 FK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND150813(NAD 83)
 FK0132
 FK0132                          SUPERSEDED SURVEY CONTROL
 FK0132
 FK0132  NGVD 29 (??/??/92)  432.340  (m)         1418.44   (f) ADJ UNCH    2 0
 FK0132
 FK0132.Superseded values are not recommended for survey control.
 FK0132
 FK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0132.See file dsdata.pdf to determine how the superseded data were derived.
 FK0132
 FK0132_MARKER: DB = BENCH MARK DISK
 FK0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FK0132_SP_SET: BRIDGE
 FK0132_STAMPING: Z 30 1934
 FK0132_MARK LOGO: CGS
 FK0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FK0132
 FK0132  HISTORY     - Date     Condition        Report By
 FK0132  HISTORY     - 1934     MONUMENTED       CGS
 FK0132  HISTORY     - 1963     GOOD             CGS
 FK0132
 FK0132                          STATION DESCRIPTION
 FK0132
 FK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0132'2.2 MI E FROM GOTEBO.
 FK0132'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FK0132'RAILROAD FROM THE STATION AT GOTEBO, KIOWA COUNTY, ABOUT 1/4 MILE
 FK0132'WEST OF A SECTION LINE AND A ROAD INTERSECTION, 75 FEET NORTH OF
 FK0132'RAILROAD BRIDGE 562, AT A CONCRETE BRIDGE ON STATE HIGHWAY 9,
 FK0132'AND IN THE TOP OF THE SOUTHEAST WING WALL.  A STANDARD DISK,
 FK0132'STAMPED Z 30 1934.
 FK0132
 FK0132                          STATION RECOVERY (1963)
 FK0132
 FK0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FK0083 ***********************************************************************
 FK0083  DESIGNATION -  Z 31
 FK0083  PID         -  FK0083
 FK0083  STATE/COUNTY-  OK/CADDO
 FK0083  COUNTRY     -  US
 FK0083  USGS QUAD   -  ANADARKO EAST (2018)
 FK0083
 FK0083                         *CURRENT SURVEY CONTROL
 FK0083  ______________________________________________________________________
 FK0083* NAD 83(1986) POSITION- 35 04 34.36   (N) 098 14 36.42   (W)   HD_HELD1
 FK0083* NAVD 88 ORTHO HEIGHT -   360.788 (meters)     1183.69  (feet) ADJUSTED
 FK0083  ______________________________________________________________________
 FK0083  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 FK0083  DYNAMIC HEIGHT  -        360.424 (meters)     1182.49  (feet) COMP
 FK0083  MODELED GRAVITY -    979,615.1   (mgal)                       NAVD 88
 FK0083
 FK0083  VERT ORDER      -  SECOND    CLASS 0
 FK0083
 FK0083.The horizontal coordinates were determined by differentially corrected
 FK0083.hand held GPS observations or other comparable positioning techniques
 FK0083.and have an estimated accuracy of +/- 3 meters.
 FK0083
 FK0083.The orthometric height was determined by differential leveling and
 FK0083.adjusted by the NATIONAL GEODETIC SURVEY
 FK0083.in June 1991.
 FK0083
 FK0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 FK0083.GEOID18 height accuracy estimate available here.
 FK0083
 FK0083.Click photographs - Photos may exist for this station.
 FK0083
 FK0083.The dynamic height is computed by dividing the NAVD 88
 FK0083.geopotential number by the normal gravity value computed on the
 FK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FK0083.degrees latitude (g = 980.6199 gals.).
 FK0083
 FK0083.The modeled gravity was interpolated from observed gravity values.
 FK0083
 FK0083;                    North         East    Units  Estimated Accuracy
 FK0083;SPC OK S     -   193,356.7     577,797.1     MT  (+/- 3 meters HH1 GPS) 
 FK0083
 FK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6897381756(NAD 83)
 FK0083
 FK0083                          SUPERSEDED SURVEY CONTROL
 FK0083
 FK0083  NGVD 29 (??/??/92)  360.656  (m)         1183.25   (f) ADJ UNCH    2 0
 FK0083
 FK0083.Superseded values are not recommended for survey control.
 FK0083
 FK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FK0083.See file dsdata.pdf to determine how the superseded data were derived.
 FK0083
 FK0083_MARKER: DB = BENCH MARK DISK
 FK0083_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FK0083_SP_SET: STEP
 FK0083_STAMPING: Z 31 1934
 FK0083_MARK LOGO: CGS
 FK0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FK0083
 FK0083  HISTORY     - Date     Condition        Report By
 FK0083  HISTORY     - 1934     MONUMENTED       CGS
 FK0083  HISTORY     - 1963     GOOD             CGS
 FK0083
 FK0083                          STATION DESCRIPTION
 FK0083
 FK0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FK0083'AT ANADARKO.
 FK0083'AT ANADARKO, CADDO COUNTY, AT THE INTERSECTION OF FIRST AND
 FK0083'MAIN STREETS, AT THE SOUTH END OF THE CITY HALL, AT THE SOUTH
 FK0083'DOOR, AND IN THE TOP OF THE WEST END OF THE FIRST CONCRETE STEP.
 FK0083'A STANDARD DISK, STAMPED Z 31 1934.
 FK0083
 FK0083                          STATION RECOVERY (1963)
 FK0083
 FK0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FK0083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0277 ***********************************************************************
 GJ0277  DESIGNATION -  Z 32
 GJ0277  PID         -  GJ0277
 GJ0277  STATE/COUNTY-  OK/WOODWARD
 GJ0277  COUNTRY     -  US
 GJ0277  USGS QUAD   -  WOODWARD (2018)
 GJ0277
 GJ0277                         *CURRENT SURVEY CONTROL
 GJ0277  ______________________________________________________________________
 GJ0277* NAD 83(1986) POSITION- 36 26 28.     (N) 099 25 46.     (W)   SCALED
 GJ0277* NAVD 88 ORTHO HEIGHT -   600.292 (meters)     1969.46  (feet) ADJUSTED
 GJ0277  ______________________________________________________________________
 GJ0277  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 GJ0277  DYNAMIC HEIGHT  -        599.711 (meters)     1967.55  (feet) COMP
 GJ0277  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 GJ0277
 GJ0277  VERT ORDER      -  FIRST     CLASS II
 GJ0277
 GJ0277.The horizontal coordinates were scaled from a map and have
 GJ0277.an estimated accuracy of +/- 6 seconds.
 GJ0277
 GJ0277.The orthometric height was determined by differential leveling and
 GJ0277.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0277.in June 1991.
 GJ0277
 GJ0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0277.GEOID18 height accuracy estimate available here.
 GJ0277
 GJ0277.Click photographs - Photos may exist for this station.
 GJ0277
 GJ0277.The dynamic height is computed by dividing the NAVD 88
 GJ0277.geopotential number by the normal gravity value computed on the
 GJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0277.degrees latitude (g = 980.6199 gals.).
 GJ0277
 GJ0277.The modeled gravity was interpolated from observed gravity values.
 GJ0277
 GJ0277;                    North         East    Units  Estimated Accuracy
 GJ0277;SPC OK N     -   160,840.      471,850.      MT  (+/- 180 meters Scaled)
 GJ0277
 GJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF615329(NAD 83)
 GJ0277
 GJ0277                          SUPERSEDED SURVEY CONTROL
 GJ0277
 GJ0277  NGVD 29 (??/??/92)  600.037  (m)         1968.62   (f) ADJ UNCH    1 2
 GJ0277
 GJ0277.Superseded values are not recommended for survey control.
 GJ0277
 GJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0277.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0277
 GJ0277_MARKER: DB = BENCH MARK DISK
 GJ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0277_STAMPING: Z 32 1934
 GJ0277_MARK LOGO: CGS
 GJ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0277+STABILITY: SURFACE MOTION
 GJ0277
 GJ0277  HISTORY     - Date     Condition        Report By
 GJ0277  HISTORY     - 1934     MONUMENTED       CGS
 GJ0277
 GJ0277                          STATION DESCRIPTION
 GJ0277
 GJ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0277'2.2 MI SW FROM WOODWARD.
 GJ0277'2.2 MILES SOUTHWEST OF AT AND SF DEPOT, AT WOODWARD 39 FEET
 GJ0277'WEST OF MILE POST 385.  90 FEET SOUTH OF THE CENTERLINE OF
 GJ0277'ATCHISON TOPEKA AND SANTA FE RAILROAD.  IN LINE WITH THE TELEGRAPH
 GJ0277'POLES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0230 ***********************************************************************
 GJ0230  DESIGNATION -  Z 33
 GJ0230  PID         -  GJ0230
 GJ0230  STATE/COUNTY-  OK/DEWEY
 GJ0230  COUNTRY     -  US
 GJ0230  USGS QUAD   -  MUTUAL (2018)
 GJ0230
 GJ0230                         *CURRENT SURVEY CONTROL
 GJ0230  ______________________________________________________________________
 GJ0230* NAD 83(1986) POSITION- 36 08 40.56   (N) 099 11 09.52   (W)   HD_HELD1
 GJ0230* NAVD 88 ORTHO HEIGHT -   598.645 (meters)     1964.05  (feet) ADJUSTED
 GJ0230  ______________________________________________________________________
 GJ0230  GEOID HEIGHT    -        -28.008 (meters)                     GEOID18
 GJ0230  DYNAMIC HEIGHT  -        598.057 (meters)     1962.13  (feet) COMP
 GJ0230  MODELED GRAVITY -    979,631.5   (mgal)                       NAVD 88
 GJ0230
 GJ0230  VERT ORDER      -  SECOND    CLASS 0
 GJ0230
 GJ0230.The horizontal coordinates were determined by differentially corrected
 GJ0230.hand held GPS observations or other comparable positioning techniques
 GJ0230.and have an estimated accuracy of +/- 3 meters.
 GJ0230
 GJ0230.The orthometric height was determined by differential leveling and
 GJ0230.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0230.in June 1991.
 GJ0230
 GJ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0230.GEOID18 height accuracy estimate available here.
 GJ0230
 GJ0230.Click photographs - Photos may exist for this station.
 GJ0230
 GJ0230.The dynamic height is computed by dividing the NAVD 88
 GJ0230.geopotential number by the normal gravity value computed on the
 GJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0230.degrees latitude (g = 980.6199 gals.).
 GJ0230
 GJ0230.The modeled gravity was interpolated from observed gravity values.
 GJ0230
 GJ0230;                    North         East    Units  Estimated Accuracy
 GJ0230;SPC OK N     -   127,648.5     493,271.9     MT  (+/- 3 meters HH1 GPS) 
 GJ0230
 GJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF8326800002(NAD 83)
 GJ0230
 GJ0230                          SUPERSEDED SURVEY CONTROL
 GJ0230
 GJ0230  NGVD 29 (??/??/92)  598.396  (m)         1963.24   (f) ADJ UNCH    2 0
 GJ0230
 GJ0230.Superseded values are not recommended for survey control.
 GJ0230
 GJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0230.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0230
 GJ0230_MARKER: DB = BENCH MARK DISK
 GJ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0230_STAMPING: Z 33 1934
 GJ0230_MARK LOGO: CGS
 GJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0230+STABILITY: SURFACE MOTION
 GJ0230
 GJ0230  HISTORY     - Date     Condition        Report By
 GJ0230  HISTORY     - 1934     MONUMENTED       CGS
 GJ0230
 GJ0230                          STATION DESCRIPTION
 GJ0230
 GJ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0230'6.3 MI E FROM VICI.
 GJ0230'6.3 MILES EAST OF U.S. HIGHWAY 60 AND MK AND T RR CROSSING 356
 GJ0230'FEET NORTHWEST OF F. GROTHE SERVICE STATION AND STORE.  43 FEET
 GJ0230'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 60.  33 FEET EAST OF
 GJ0230'NORTH AND SOUTH SECTION LINE ROAD.  3 FEET NORTHEAST OF THE FENCE
 GJ0230'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0051 ***********************************************************************
 GJ0051  DESIGNATION -  Z 34
 GJ0051  PID         -  GJ0051
 GJ0051  STATE/COUNTY-  OK/BLAINE
 GJ0051  COUNTRY     -  US
 GJ0051  USGS QUAD   -  HOMESTEAD (2018)
 GJ0051
 GJ0051                         *CURRENT SURVEY CONTROL
 GJ0051  ______________________________________________________________________
 GJ0051* NAD 83(1986) POSITION- 36 08 39.     (N) 098 25 24.     (W)   SCALED
 GJ0051* NAVD 88 ORTHO HEIGHT -   395.735 (meters)     1298.34  (feet) ADJUSTED
 GJ0051  ______________________________________________________________________
 GJ0051  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 GJ0051  DYNAMIC HEIGHT  -        395.373 (meters)     1297.15  (feet) COMP
 GJ0051  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 GJ0051
 GJ0051  VERT ORDER      -  SECOND    CLASS 0
 GJ0051
 GJ0051.The horizontal coordinates were scaled from a map and have
 GJ0051.an estimated accuracy of +/- 6 seconds.
 GJ0051
 GJ0051.The orthometric height was determined by differential leveling and
 GJ0051.adjusted by the NATIONAL GEODETIC SURVEY
 GJ0051.in June 1991.
 GJ0051
 GJ0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0051.GEOID18 height accuracy estimate available here.
 GJ0051
 GJ0051.Click photographs - Photos may exist for this station.
 GJ0051
 GJ0051.The dynamic height is computed by dividing the NAVD 88
 GJ0051.geopotential number by the normal gravity value computed on the
 GJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0051.degrees latitude (g = 980.6199 gals.).
 GJ0051
 GJ0051.The modeled gravity was interpolated from observed gravity values.
 GJ0051
 GJ0051;                    North         East    Units  Estimated Accuracy
 GJ0051;SPC OK N     -   127,030.      561,900.      MT  (+/- 180 meters Scaled)
 GJ0051
 GJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF518000(NAD 83)
 GJ0051
 GJ0051                          SUPERSEDED SURVEY CONTROL
 GJ0051
 GJ0051  NGVD 29 (??/??/92)  395.558  (m)         1297.76   (f) ADJ UNCH    2 0
 GJ0051
 GJ0051.Superseded values are not recommended for survey control.
 GJ0051
 GJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0051.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0051
 GJ0051_MARKER: DB = BENCH MARK DISK
 GJ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0051_STAMPING: Z 34 1934
 GJ0051_MARK LOGO: CGS
 GJ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0051+STABILITY: SURFACE MOTION
 GJ0051
 GJ0051  HISTORY     - Date     Condition        Report By
 GJ0051  HISTORY     - 1934     MONUMENTED       CGS
 GJ0051
 GJ0051                          STATION DESCRIPTION
 GJ0051
 GJ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GJ0051'2 MI W FROM HOMESTEAD.
 GJ0051'2.0 MILES WEST OF CRI AND P RR PUMPING PLANT, AT HOMESTEAD 0.2
 GJ0051'MILE SOUTH OF LARGE TWO STORY WHITE FARM HOUSE.  33 FEET NORTH
 GJ0051'OF THE CENTERLINE OF GRADED COUNTY ROAD.  32 FEET EAST OF NORTH
 GJ0051'AND SOUTH SECTION LINE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0417 ***********************************************************************
 GH0417  DESIGNATION -  Z 35
 GH0417  PID         -  GH0417
 GH0417  STATE/COUNTY-  OK/GARFIELD
 GH0417  COUNTRY     -  US
 GH0417  USGS QUAD   -  ENID WEST (2018)
 GH0417
 GH0417                         *CURRENT SURVEY CONTROL
 GH0417  ______________________________________________________________________
 GH0417* NAD 83(1986) POSITION- 36 23 43.0    (N) 097 52 32.3    (W)   HD_HELD2
 GH0417* NAVD 88 ORTHO HEIGHT -   372.826 (meters)     1223.18  (feet) ADJUSTED
 GH0417  ______________________________________________________________________
 GH0417  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 GH0417  DYNAMIC HEIGHT  -        372.498 (meters)     1222.10  (feet) COMP
 GH0417  MODELED GRAVITY -    979,741.2   (mgal)                       NAVD 88
 GH0417
 GH0417  VERT ORDER      -  FIRST     CLASS II
 GH0417
 GH0417.The horizontal coordinates were established by autonomous hand held GPS
 GH0417.observations and have an estimated accuracy of +/- 10 meters.
 GH0417
 GH0417.The orthometric height was determined by differential leveling and
 GH0417.adjusted by the NATIONAL GEODETIC SURVEY
 GH0417.in June 1991.
 GH0417
 GH0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0417.GEOID18 height accuracy estimate available here.
 GH0417
 GH0417.Click photographs - Photos may exist for this station.
 GH0417
 GH0417.The dynamic height is computed by dividing the NAVD 88
 GH0417.geopotential number by the normal gravity value computed on the
 GH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0417.degrees latitude (g = 980.6199 gals.).
 GH0417
 GH0417.The modeled gravity was interpolated from observed gravity values.
 GH0417
 GH0417;                    North         East    Units  Estimated Accuracy
 GH0417;SPC OK N     -   154,818.      611,156.      MT  (+/- 10 meters HH2 GPS)
 GH0417
 GH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF0082928379(NAD 83)
 GH0417
 GH0417                          SUPERSEDED SURVEY CONTROL
 GH0417
 GH0417  NGVD 29 (??/??/92)  372.682  (m)         1222.71   (f) SUPERSEDED  1 2
 GH0417  NGVD 29 (04/22/92)  372.650  (m)         1222.60   (f) ADJUSTED    1 2
 GH0417
 GH0417.Superseded values are not recommended for survey control.
 GH0417
 GH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0417.See file dsdata.pdf to determine how the superseded data were derived.
 GH0417
 GH0417_MARKER: DB = BENCH MARK DISK
 GH0417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GH0417_SP_SET: BRIDGE ABUTMENT
 GH0417_STAMPING: Z 35 1934
 GH0417_MARK LOGO: CGS
 GH0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0417
 GH0417  HISTORY     - Date     Condition        Report By
 GH0417  HISTORY     - 1934     MONUMENTED       CGS
 GH0417  HISTORY     - 1953     GOOD             CGS
 GH0417  HISTORY     - 1985     GOOD             NGS
 GH0417  HISTORY     - 20091202 GOOD             INDIV
 GH0417
 GH0417                          STATION DESCRIPTION
 GH0417
 GH0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GH0417'0.3 MI N FROM ENID.
 GH0417'0.3 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GH0417'FROM THE STATION AT ENID, SET VERTICALLY IN THE WEST EDGE OF THE
 GH0417'NORTH SIDE OF THE SOUTH ABUTMENT OF UNDERPASS 341.5 ON EAST MAIN
 GH0417'AVENUE, 3 FEET ABOVE THE SIDEWALK.
 GH0417
 GH0417                          STATION RECOVERY (1985)
 GH0417
 GH0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GH0417'RECOVERED IN GOOD CONDITION.
 GH0417
 GH0417                          STATION RECOVERY (2009)
 GH0417
 GH0417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JAG)
 GH0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0342 ***********************************************************************
 EM0342  DESIGNATION -  Z 36
 EM0342  PID         -  EM0342
 EM0342  STATE/COUNTY-  OK/TILLMAN
 EM0342  COUNTRY     -  US
 EM0342  USGS QUAD   -  FREDERICK SE (2018)
 EM0342
 EM0342                         *CURRENT SURVEY CONTROL
 EM0342  ______________________________________________________________________
 EM0342* NAD 83(1986) POSITION- 34 20 30.     (N) 099 02 05.     (W)   SCALED
 EM0342* NAVD 88 ORTHO HEIGHT -   372.118 (meters)     1220.86  (feet) ADJUSTED
 EM0342  ______________________________________________________________________
 EM0342  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 EM0342  DYNAMIC HEIGHT  -        371.710 (meters)     1219.52  (feet) COMP
 EM0342  MODELED GRAVITY -    979,528.8   (mgal)                       NAVD 88
 EM0342
 EM0342  VERT ORDER      -  SECOND    CLASS 0
 EM0342
 EM0342.The horizontal coordinates were scaled from a map and have
 EM0342.an estimated accuracy of +/- 6 seconds.
 EM0342
 EM0342.The orthometric height was determined by differential leveling and
 EM0342.adjusted by the NATIONAL GEODETIC SURVEY
 EM0342.in June 1991.
 EM0342
 EM0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0342.GEOID18 height accuracy estimate available here.
 EM0342
 EM0342.Click photographs - Photos may exist for this station.
 EM0342
 EM0342.The dynamic height is computed by dividing the NAVD 88
 EM0342.geopotential number by the normal gravity value computed on the
 EM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0342.degrees latitude (g = 980.6199 gals.).
 EM0342
 EM0342.The modeled gravity was interpolated from observed gravity values.
 EM0342
 EM0342;                    North         East    Units  Estimated Accuracy
 EM0342;SPC OK S     -   112,340.      504,800.      MT  (+/- 180 meters Scaled)
 EM0342
 EM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD968000(NAD 83)
 EM0342
 EM0342                          SUPERSEDED SURVEY CONTROL
 EM0342
 EM0342  NGVD 29 (??/??/92)  371.979  (m)         1220.40   (f) ADJ UNCH    2 0
 EM0342
 EM0342.Superseded values are not recommended for survey control.
 EM0342
 EM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0342.See file dsdata.pdf to determine how the superseded data were derived.
 EM0342
 EM0342_MARKER: DB = BENCH MARK DISK
 EM0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0342_STAMPING: Z 36 1934
 EM0342_MARK LOGO: CGS
 EM0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0342+STABILITY: SURFACE MOTION
 EM0342
 EM0342  HISTORY     - Date     Condition        Report By
 EM0342  HISTORY     - 1934     MONUMENTED       CGS
 EM0342  HISTORY     - 1963     GOOD             CGS
 EM0342
 EM0342                          STATION DESCRIPTION
 EM0342
 EM0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0342'3.3 MI S FROM FREDERICK.
 EM0342'3.3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0342'STATION AT FREDERICK, 300 FEET SOUTH OF THE TWENTIETH POLE SOUTH OF
 EM0342'MILEPOST 766, 50 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14, 30
 EM0342'FEET EAST OF THE TRACK, 10 FEET FROM THE EAST RIGHT-OF-WAY FENCE, AND
 EM0342'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED Z 36 1934 AND
 EM0342'SET IN THE TOP OF A CONCRETE POST.
 EM0342
 EM0342                          STATION RECOVERY (1963)
 EM0342
 EM0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0028 ***********************************************************************
 EM0028  DESIGNATION -  Z 37
 EM0028  PID         -  EM0028
 EM0028  STATE/COUNTY-  OK/COMANCHE
 EM0028  COUNTRY     -  US
 EM0028  USGS QUAD   -  LAWTON (2018)
 EM0028
 EM0028                         *CURRENT SURVEY CONTROL
 EM0028  ______________________________________________________________________
 EM0028* NAD 83(1986) POSITION- 34 36 04.     (N) 098 23 40.     (W)   SCALED
 EM0028* NAVD 88 ORTHO HEIGHT -   336.677 (meters)     1104.58  (feet) ADJUSTED
 EM0028  ______________________________________________________________________
 EM0028  GEOID HEIGHT    -        -25.672 (meters)                     GEOID18
 EM0028  DYNAMIC HEIGHT  -        336.341 (meters)     1103.48  (feet) COMP
 EM0028  MODELED GRAVITY -    979,625.4   (mgal)                       NAVD 88
 EM0028
 EM0028  VERT ORDER      -  SECOND    CLASS 0
 EM0028
 EM0028.The horizontal coordinates were scaled from a map and have
 EM0028.an estimated accuracy of +/- 6 seconds.
 EM0028
 EM0028.The orthometric height was determined by differential leveling and
 EM0028.adjusted by the NATIONAL GEODETIC SURVEY
 EM0028.in June 1991.
 EM0028
 EM0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0028.GEOID18 height accuracy estimate available here.
 EM0028
 EM0028.Click photographs - Photos may exist for this station.
 EM0028
 EM0028.The dynamic height is computed by dividing the NAVD 88
 EM0028.geopotential number by the normal gravity value computed on the
 EM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0028.degrees latitude (g = 980.6199 gals.).
 EM0028
 EM0028.The modeled gravity was interpolated from observed gravity values.
 EM0028
 EM0028;                    North         East    Units  Estimated Accuracy
 EM0028;SPC OK S     -   140,700.      563,820.      MT  (+/- 180 meters Scaled)
 EM0028
 EM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND555289(NAD 83)
 EM0028
 EM0028                          SUPERSEDED SURVEY CONTROL
 EM0028
 EM0028  NGVD 29 (??/??/92)  336.577  (m)         1104.25   (f) ADJ UNCH    2 0
 EM0028
 EM0028.Superseded values are not recommended for survey control.
 EM0028
 EM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0028.See file dsdata.pdf to determine how the superseded data were derived.
 EM0028
 EM0028_MARKER: DB = BENCH MARK DISK
 EM0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0028_SP_SET: BUILDING
 EM0028_STAMPING: Z 37 1934
 EM0028_MARK LOGO: CGS
 EM0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0028
 EM0028  HISTORY     - Date     Condition        Report By
 EM0028  HISTORY     - 1934     MONUMENTED       CGS
 EM0028  HISTORY     - 1963     GOOD             CGS
 EM0028  HISTORY     - 1971     GOOD             OKDH
 EM0028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EM0028  HISTORY     - 19890901 MARK NOT FOUND   LOCSUR
 EM0028
 EM0028                          STATION DESCRIPTION
 EM0028
 EM0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EM0028'IN LAWTON.
 EM0028'AT LAWTON, COMANCHE COUNTY, AT THE ST. LOUIS-SAN FRANCISCO RAILWAY
 EM0028'STATION, 1 FOOT EAST OF WHITE ENTRANCE, IN A BRICK WALL, 5 FEET ABOVE
 EM0028'THE FLOOR, AND FACING SOUTH.  A STANDARD DISK, STAMPED Z 37 1934 AND
 EM0028'SET VERTICALLY.
 EM0028
 EM0028                          STATION RECOVERY (1971)
 EM0028
 EM0028'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971
 EM0028'RECOVERED IN GOOD CONDITION.
 EM0028
 EM0028                          STATION RECOVERY (1987)
 EM0028
 EM0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 EM0028'MARK NOT FOUND.
 EM0028
 EM0028                          STATION RECOVERY (1989)
 EM0028
 EM0028'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (DRB)
 EM0028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0570 ***********************************************************************
 DN0570  DESIGNATION -  Z 38
 DN0570  PID         -  DN0570
 DN0570  STATE/COUNTY-  OK/LOVE
 DN0570  COUNTRY     -  US
 DN0570  USGS QUAD   -  MARIETTA EAST (2018)
 DN0570
 DN0570                         *CURRENT SURVEY CONTROL
 DN0570  ______________________________________________________________________
 DN0570* NAD 83(1986) POSITION- 33 56 11.5    (N) 097 07 10.6    (W)   HD_HELD2
 DN0570* NAVD 88 ORTHO HEIGHT -   256.401 (meters)      841.21  (feet) ADJUSTED
 DN0570  ______________________________________________________________________
 DN0570  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DN0570  DYNAMIC HEIGHT  -        256.129 (meters)      840.32  (feet) COMP
 DN0570  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 DN0570
 DN0570  VERT ORDER      -  SECOND    CLASS 0
 DN0570
 DN0570.The horizontal coordinates were established by autonomous hand held GPS
 DN0570.observations and have an estimated accuracy of +/- 10 meters.
 DN0570
 DN0570.The orthometric height was determined by differential leveling and
 DN0570.adjusted by the NATIONAL GEODETIC SURVEY
 DN0570.in June 1991.
 DN0570
 DN0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0570.GEOID18 height accuracy estimate available here.
 DN0570
 DN0570.Click photographs - Photos may exist for this station.
 DN0570
 DN0570.The dynamic height is computed by dividing the NAVD 88
 DN0570.geopotential number by the normal gravity value computed on the
 DN0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0570.degrees latitude (g = 980.6199 gals.).
 DN0570
 DN0570.The modeled gravity was interpolated from observed gravity values.
 DN0570
 DN0570;                    North         East    Units  Estimated Accuracy
 DN0570;SPC OK S     -    67,264.      681,394.      MT  (+/- 10 meters HH2 GPS)
 DN0570
 DN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7379056710(NAD 83)
 DN0570
 DN0570                          SUPERSEDED SURVEY CONTROL
 DN0570
 DN0570  NGVD 29 (??/??/92)  256.345  (m)          841.03   (f) ADJ UNCH    2 0
 DN0570
 DN0570.Superseded values are not recommended for survey control.
 DN0570
 DN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0570.See file dsdata.pdf to determine how the superseded data were derived.
 DN0570
 DN0570_MARKER: DB = BENCH MARK DISK
 DN0570_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN0570+WITH SETTING: PAVEMENT
 DN0570_SP_SET: SET IN A MAT FOUNDATION OR CONCR
 DN0570_STAMPING: Z 38 1934
 DN0570_MARK LOGO: CGS
 DN0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0570+STABILITY: SURFACE MOTION
 DN0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0570+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DN0570
 DN0570  HISTORY     - Date     Condition        Report By
 DN0570  HISTORY     - 1934     MONUMENTED       CGS
 DN0570  HISTORY     - 1969     GOOD             CGS
 DN0570  HISTORY     - 20090419 GOOD             GEOCAC
 DN0570  HISTORY     - 20190815 GOOD             OKDOT
 DN0570
 DN0570                          STATION DESCRIPTION
 DN0570
 DN0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0570'IN MARIETTA.
 DN0570'MARIETTA WATER TOWER IN THE SOUTHEAST LEG BASE.  1 BLOCK EAST OF GULF
 DN0570'COLORADO AND SANTA FE RAILROAD TRACK.
 DN0570
 DN0570                          STATION RECOVERY (1969)
 DN0570
 DN0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 DN0570'RECOVERED IN GOOD CONDITION.
 DN0570
 DN0570                          STATION RECOVERY (2009)
 DN0570
 DN0570'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 DN0570'RECOVERED IN GOOD CONDITION.
 DN0570
 DN0570                          STATION RECOVERY (2019)
 DN0570
 DN0570'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2019 (LH)
 DN0570'WATER TOWER INTERFERENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0303 ***********************************************************************
 EL0303  DESIGNATION -  Z 39
 EL0303  PID         -  EL0303
 EL0303  STATE/COUNTY-  OK/MURRAY
 EL0303  COUNTRY     -  US
 EL0303  USGS QUAD   -  DAVIS (2018)
 EL0303
 EL0303                         *CURRENT SURVEY CONTROL
 EL0303  ______________________________________________________________________
 EL0303* NAD 83(1986) POSITION- 34 30 26.1    (N) 097 06 54.8    (W)   HD_HELD2
 EL0303* NAVD 88 ORTHO HEIGHT -   257.856 (meters)      845.98  (feet) ADJUSTED
 EL0303  ______________________________________________________________________
 EL0303  GEOID HEIGHT    -        -25.288 (meters)                     GEOID18
 EL0303  DYNAMIC HEIGHT  -        257.602 (meters)      845.15  (feet) COMP
 EL0303  MODELED GRAVITY -    979,646.3   (mgal)                       NAVD 88
 EL0303
 EL0303  VERT ORDER      -  SECOND    CLASS 0
 EL0303
 EL0303.The horizontal coordinates were established by autonomous hand held GPS
 EL0303.observations and have an estimated accuracy of +/- 10 meters.
 EL0303
 EL0303.The orthometric height was determined by differential leveling and
 EL0303.adjusted by the NATIONAL GEODETIC SURVEY
 EL0303.in June 1991.
 EL0303
 EL0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0303.GEOID18 height accuracy estimate available here.
 EL0303
 EL0303.Click photographs - Photos may exist for this station.
 EL0303
 EL0303.The dynamic height is computed by dividing the NAVD 88
 EL0303.geopotential number by the normal gravity value computed on the
 EL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0303.degrees latitude (g = 980.6199 gals.).
 EL0303
 EL0303.The modeled gravity was interpolated from observed gravity values.
 EL0303
 EL0303;                    North         East    Units  Estimated Accuracy
 EL0303;SPC OK S     -   130,571.      681,245.      MT  (+/- 10 meters HH2 GPS)
 EL0303
 EL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD7302520013(NAD 83)
 EL0303
 EL0303                          SUPERSEDED SURVEY CONTROL
 EL0303
 EL0303  NGVD 29 (??/??/92)  257.788  (m)          845.76   (f) ADJ UNCH    2 0
 EL0303
 EL0303.Superseded values are not recommended for survey control.
 EL0303
 EL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0303.See file dsdata.pdf to determine how the superseded data were derived.
 EL0303
 EL0303_MARKER: DB = BENCH MARK DISK
 EL0303_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EL0303+WITH SETTING: PAVEMENT
 EL0303_SP_SET: WATER TANK FOOTING
 EL0303_STAMPING: Z 39 1934
 EL0303_MARK LOGO: CGS
 EL0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0303+STABILITY: SURFACE MOTION
 EL0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EL0303+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2018
 EL0303
 EL0303  HISTORY     - Date     Condition        Report By
 EL0303  HISTORY     - 1934     MONUMENTED       CGS
 EL0303  HISTORY     - 20040731 GOOD             USPSQD
 EL0303  HISTORY     - 20091212 GOOD             GEOCAC
 EL0303  HISTORY     - 20180711 GOOD             OKDOT
 EL0303
 EL0303                          STATION DESCRIPTION
 EL0303
 EL0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0303'AT DAVIS.
 EL0303'DAVIS CITY WATER TOWER IN THE SOUTHEAST LEG, IN CONCRETE BASE.
 EL0303'IN THE EAST PART OF TOWN.
 EL0303
 EL0303                          STATION RECOVERY (2004)
 EL0303
 EL0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (AJC)
 EL0303'RECOVERED IN GOOD CONDITION.
 EL0303
 EL0303                          STATION RECOVERY (2009)
 EL0303
 EL0303'RECOVERY NOTE BY GEOCACHING 2009 (LPC)
 EL0303'RECOVERED IN GOOD CONDITION.
 EL0303
 EL0303                          STATION RECOVERY (2018)
 EL0303
 EL0303'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EL0303'THE MARK SET IN THE CONCRETE BASE OF THE WATER TOWER AND IS NOT
 EL0303'SUITABLE FOR STATIC GPS OBSERVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0256 ***********************************************************************
 FH0256  DESIGNATION -  Z 4
 FH0256  PID         -  FH0256
 FH0256  STATE/COUNTY-  OK/LE FLORE
 FH0256  COUNTRY     -  US
 FH0256  USGS QUAD   -  BOKOSHE (2018)
 FH0256
 FH0256                         *CURRENT SURVEY CONTROL
 FH0256  ______________________________________________________________________
 FH0256* NAD 83(1986) POSITION- 35 09 34.     (N) 094 52 10.     (W)   SCALED
 FH0256* NAVD 88 ORTHO HEIGHT -   165.732 (meters)      543.74  (feet) ADJUSTED
 FH0256  ______________________________________________________________________
 FH0256  GEOID HEIGHT    -        -31.064 (meters)                     GEOID18
 FH0256  DYNAMIC HEIGHT  -        165.568 (meters)      543.20  (feet) COMP
 FH0256  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 FH0256
 FH0256  VERT ORDER      -  FIRST     CLASS II
 FH0256
 FH0256.The horizontal coordinates were scaled from a map and have
 FH0256.an estimated accuracy of +/- 6 seconds.
 FH0256
 FH0256.The orthometric height was determined by differential leveling and
 FH0256.adjusted by the NATIONAL GEODETIC SURVEY
 FH0256.in June 1991.
 FH0256
 FH0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0256.GEOID18 height accuracy estimate available here.
 FH0256
 FH0256.Click photographs - Photos may exist for this station.
 FH0256
 FH0256.The dynamic height is computed by dividing the NAVD 88
 FH0256.geopotential number by the normal gravity value computed on the
 FH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0256.degrees latitude (g = 980.6199 gals.).
 FH0256
 FH0256.The modeled gravity was interpolated from observed gravity values.
 FH0256
 FH0256;                    North         East    Units  Estimated Accuracy
 FH0256;SPC OK S     -   206,990.      885,180.      MT  (+/- 180 meters Scaled)
 FH0256
 FH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU297923(NAD 83)
 FH0256
 FH0256                          SUPERSEDED SURVEY CONTROL
 FH0256
 FH0256  NGVD 29 (??/??/92)  165.620  (m)          543.37   (f) ADJ UNCH    1 2
 FH0256
 FH0256.Superseded values are not recommended for survey control.
 FH0256
 FH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0256.See file dsdata.pdf to determine how the superseded data were derived.
 FH0256
 FH0256_MARKER: DB = BENCH MARK DISK
 FH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0256_STAMPING: 543.372 Z 4 1933
 FH0256_MARK LOGO: CGS
 FH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0256+STABILITY: SURFACE MOTION
 FH0256
 FH0256  HISTORY     - Date     Condition        Report By
 FH0256  HISTORY     - 1933     MONUMENTED       CGS
 FH0256  HISTORY     - 1959     GOOD             CGS
 FH0256
 FH0256                          STATION DESCRIPTION
 FH0256
 FH0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0256'0.4 MI W FROM MILTON.
 FH0256'STATE HIGHWAY 31 HAS BEEN ROUTED FARTHER NORTH AND DOES NOT
 FH0256'PASS BY THE MARK.  THE MARK IS ABOUT 0.4 MILE WEST OF THE SMALL
 FH0256'SETTLEMENT OF MILTON, ABOUT 80 YARDS WEST OF AN OLD RAILROAD
 FH0256'TRESTLE, ABOUT 60 FEET SOUTH OF A ROAD AND 40 FEET NORTH OF THE
 FH0256'RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0166 ***********************************************************************
 EL0166  DESIGNATION -  Z 40 1 D 34 TT
 EL0166  PID         -  EL0166
 EL0166  STATE/COUNTY-  OK/MARSHALL
 EL0166  COUNTRY     -  US
 EL0166  USGS QUAD   -  MANNSVILLE (2018)
 EL0166
 EL0166                         *CURRENT SURVEY CONTROL
 EL0166  ______________________________________________________________________
 EL0166* NAD 83(1986) POSITION- 34 09 12.     (N) 096 53 23.     (W)   SCALED
 EL0166* NAVD 88 ORTHO HEIGHT -   254.150 (meters)      833.82  (feet) ADJUSTED
 EL0166  ______________________________________________________________________
 EL0166  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 EL0166  DYNAMIC HEIGHT  -        253.884 (meters)      832.95  (feet) COMP
 EL0166  MODELED GRAVITY -    979,583.0   (mgal)                       NAVD 88
 EL0166
 EL0166  VERT ORDER      -  FIRST     CLASS II
 EL0166
 EL0166.The horizontal coordinates were scaled from a map and have
 EL0166.an estimated accuracy of +/- 6 seconds.
 EL0166
 EL0166.The orthometric height was determined by differential leveling and
 EL0166.adjusted by the NATIONAL GEODETIC SURVEY
 EL0166.in June 1991.
 EL0166
 EL0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0166.GEOID18 height accuracy estimate available here.
 EL0166
 EL0166.Click photographs - Photos may exist for this station.
 EL0166
 EL0166.The dynamic height is computed by dividing the NAVD 88
 EL0166.geopotential number by the normal gravity value computed on the
 EL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0166.degrees latitude (g = 980.6199 gals.).
 EL0166
 EL0166.The modeled gravity was interpolated from observed gravity values.
 EL0166
 EL0166;                    North         East    Units  Estimated Accuracy
 EL0166;SPC OK S     -    91,520.      702,380.      MT  (+/- 180 meters Scaled)
 EL0166
 EL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC945811(NAD 83)
 EL0166
 EL0166                          SUPERSEDED SURVEY CONTROL
 EL0166
 EL0166  NGVD 29 (??/??/92)  254.087  (m)          833.62   (f) ADJ UNCH    1 2
 EL0166
 EL0166.Superseded values are not recommended for survey control.
 EL0166
 EL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0166.See file dsdata.pdf to determine how the superseded data were derived.
 EL0166
 EL0166_MARKER: DB = BENCH MARK DISK
 EL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0166_STAMPING: Z 40 1934 TT 1936
 EL0166_MARK LOGO: CGS
 EL0166_PROJECTION: FLUSH
 EL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0166+STABILITY: SURFACE MOTION
 EL0166
 EL0166  HISTORY     - Date     Condition        Report By
 EL0166  HISTORY     - 1934     MONUMENTED       CGS
 EL0166  HISTORY     - 1961     GOOD             USGS
 EL0166  HISTORY     - 19940228 MARK NOT FOUND   NGS
 EL0166
 EL0166                          STATION DESCRIPTION
 EL0166
 EL0166'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 EL0166'2.7 MI S FROM MANSVILLE.
 EL0166'OKLAHOMA GEODETIC SURVEY MANSVILLE, 2.7 MI. S. FROM ALONG COUNTY
 EL0166'RD., AT SIMPSON, ABOUT 10 POLES WEST OF MILEPOST 645, AT A RD.
 EL0166'CROSSING, 77 FT. W. OF RAILROAD CULVERT E. OF THE RD., 43 FT.
 EL0166'N. OF TELEPHONE POLE 5327, 16 FT. S. AND 20 FT. W. OF RD. AND
 EL0166'RAILROAD CROSSING, 18 FT. S. OF TRACK, IN TOP OF CONCRETE POST SET
 EL0166'FLUSH WITH THE GROUND, A STD. DISK STAMPED Z-40 ID 34 TT 1936
 EL0166
 EL0166                          STATION RECOVERY (1994)
 EL0166
 EL0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 EL0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0540 ***********************************************************************
 EL0540  DESIGNATION -  Z 41
 EL0540  PID         -  EL0540
 EL0540  STATE/COUNTY-  OK/GRADY
 EL0540  COUNTRY     -  US
 EL0540  USGS QUAD   -  RUSH SPRINGS (2018)
 EL0540
 EL0540                         *CURRENT SURVEY CONTROL
 EL0540  ______________________________________________________________________
 EL0540* NAD 83(1986) POSITION- 34 50 56.     (N) 097 57 02.     (W)   SCALED
 EL0540* NAVD 88 ORTHO HEIGHT -   400.645 (meters)     1314.45  (feet) ADJUSTED
 EL0540  ______________________________________________________________________
 EL0540  GEOID HEIGHT    -        -26.152 (meters)                     GEOID18
 EL0540  DYNAMIC HEIGHT  -        400.240 (meters)     1313.12  (feet) COMP
 EL0540  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 EL0540
 EL0540  VERT ORDER      -  FIRST     CLASS II
 EL0540
 EL0540.The horizontal coordinates were scaled from a map and have
 EL0540.an estimated accuracy of +/- 6 seconds.
 EL0540
 EL0540.The orthometric height was determined by differential leveling and
 EL0540.adjusted by the NATIONAL GEODETIC SURVEY
 EL0540.in June 1991.
 EL0540
 EL0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0540.GEOID18 height accuracy estimate available here.
 EL0540
 EL0540.Click photographs - Photos may exist for this station.
 EL0540
 EL0540.The dynamic height is computed by dividing the NAVD 88
 EL0540.geopotential number by the normal gravity value computed on the
 EL0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0540.degrees latitude (g = 980.6199 gals.).
 EL0540
 EL0540.The modeled gravity was interpolated from observed gravity values.
 EL0540
 EL0540;                    North         East    Units  Estimated Accuracy
 EL0540;SPC OK S     -   168,110.      604,520.      MT  (+/- 180 meters Scaled)
 EL0540
 EL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND959567(NAD 83)
 EL0540
 EL0540                          SUPERSEDED SURVEY CONTROL
 EL0540
 EL0540  NGVD 29 (??/??/92)  400.536  (m)         1314.09   (f) ADJ UNCH    1 2
 EL0540
 EL0540.Superseded values are not recommended for survey control.
 EL0540
 EL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0540.See file dsdata.pdf to determine how the superseded data were derived.
 EL0540
 EL0540_MARKER: DB = BENCH MARK DISK
 EL0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0540_STAMPING: Z 41 1934
 EL0540_MARK LOGO: CGS
 EL0540_PROJECTION: PROJECTING 9 CENTIMETERS
 EL0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0540+STABILITY: SURFACE MOTION
 EL0540
 EL0540  HISTORY     - Date     Condition        Report By
 EL0540  HISTORY     - 1934     MONUMENTED       CGS
 EL0540  HISTORY     - 1953     GOOD             CGS
 EL0540  HISTORY     - 1977     MARK NOT FOUND   USGS
 EL0540  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0540
 EL0540                          STATION DESCRIPTION
 EL0540
 EL0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 EL0540'4.9 MI N FROM RUSH SPRINGS.
 EL0540'4.9 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0540'RAILROAD FROM THE STATION AT RUSH SPRINGS, 6 1/2 POLES SOUTH
 EL0540'OF MILEPOST 451, 150 FEET WEST OF THE WEST RAIL, 80 FEET EAST
 EL0540'OF THE CENTER LINE OF U.S. HIGHWAY 81, 34 FEET EAST OF A FENCE,
 EL0540'1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EL0540'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EL0540
 EL0540                          STATION RECOVERY (1977)
 EL0540
 EL0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 EL0540'MARK NOT FOUND.
 EL0540
 EL0540                          STATION RECOVERY (1986)
 EL0540
 EL0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0540'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0487 ***********************************************************************
 EL0487  DESIGNATION -  Z 42
 EL0487  PID         -  EL0487
 EL0487  STATE/COUNTY-  OK/STEPHENS
 EL0487  COUNTRY     -  US
 EL0487  USGS QUAD   -  DUNCAN SOUTH (2018)
 EL0487
 EL0487                         *CURRENT SURVEY CONTROL
 EL0487  ______________________________________________________________________
 EL0487* NAD 83(1986) POSITION- 34 26 55.     (N) 097 57 59.     (W)   SCALED
 EL0487* NAVD 88 ORTHO HEIGHT -   316.262 (meters)     1037.60  (feet) ADJUSTED
 EL0487  ______________________________________________________________________
 EL0487  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 EL0487  DYNAMIC HEIGHT  -        315.941 (meters)     1036.55  (feet) COMP
 EL0487  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 EL0487
 EL0487  VERT ORDER      -  FIRST     CLASS II
 EL0487
 EL0487.The horizontal coordinates were scaled from a map and have
 EL0487.an estimated accuracy of +/- 6 seconds.
 EL0487
 EL0487.The orthometric height was determined by differential leveling and
 EL0487.adjusted by the NATIONAL GEODETIC SURVEY
 EL0487.in June 1991.
 EL0487
 EL0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0487.GEOID18 height accuracy estimate available here.
 EL0487
 EL0487.Click photographs - Photos may exist for this station.
 EL0487
 EL0487.The dynamic height is computed by dividing the NAVD 88
 EL0487.geopotential number by the normal gravity value computed on the
 EL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0487.degrees latitude (g = 980.6199 gals.).
 EL0487
 EL0487.The modeled gravity was interpolated from observed gravity values.
 EL0487
 EL0487;                    North         East    Units  Estimated Accuracy
 EL0487;SPC OK S     -   123,710.      603,090.      MT  (+/- 180 meters Scaled)
 EL0487
 EL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND949123(NAD 83)
 EL0487
 EL0487                          SUPERSEDED SURVEY CONTROL
 EL0487
 EL0487  NGVD 29 (??/??/92)  316.182  (m)         1037.34   (f) ADJ UNCH    1 2
 EL0487
 EL0487.Superseded values are not recommended for survey control.
 EL0487
 EL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0487.See file dsdata.pdf to determine how the superseded data were derived.
 EL0487
 EL0487_MARKER: DB = BENCH MARK DISK
 EL0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0487_STAMPING: Z 42 1934
 EL0487_MARK LOGO: CGS
 EL0487_PROJECTION: RECESSED 40 CENTIMETERS
 EL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0487+STABILITY: SURFACE MOTION
 EL0487
 EL0487  HISTORY     - Date     Condition        Report By
 EL0487  HISTORY     - 1934     MONUMENTED       CGS
 EL0487  HISTORY     - 1965     GOOD             CGS
 EL0487  HISTORY     - 1986     GOOD             NGS
 EL0487
 EL0487                          STATION DESCRIPTION
 EL0487
 EL0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0487'4 MI S FROM DUNCAN.
 EL0487'4.0 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 EL0487'RAILROAD FROM THE STATION AT DUNCAN, STEPHENS COUNTY, 0.4 MILE
 EL0487'SOUTH OF MILEPOST 479, AT THE CROSSING OF A SECTION-LINE ROAD,
 EL0487'45.0 FEET EAST FROM THE EAST RAIL AND 30 FEET SOUTH FROM THE
 EL0487'CENTER OF EAST-WEST SECTION LINE ROAD, 3 FEET WEST OF THE EAST
 EL0487'RIGHT-OF-WAY FENCE AND 3.5 FEET SOUTHWEST OF A CORNER FENCE
 EL0487'POST AND GATE.  A STANDARD DISK, STAMPED Z 42 1934 AND SET IN
 EL0487'THE TOP OF A CONCRETE POST.
 EL0487
 EL0487                          STATION RECOVERY (1965)
 EL0487
 EL0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 EL0487'RECOVERED IN GOOD CONDITION.
 EL0487
 EL0487                          STATION RECOVERY (1986)
 EL0487
 EL0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0487'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.6 KM (2.25
 EL0487'MI) SOUTHERLY ALONG OLD U.S. HIGHWAY 81 (13TH STREET) FROM ITS
 EL0487'JUNCTION WITH PATE STREET AND U.S. HIGHWAY 81 IN DUNCAN, THENCE 0.6 KM
 EL0487'(0.35 MI) EAST ALONG A GRAVELED ROAD, 13.7 M (44.9 FT) EAST OF THE
 EL0487'NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD, 8.8 M (28.9 FT) SOUTH
 EL0487'OF THE CENTER OF THE ROAD, 1.1 M (3.6 FT) SOUTHWEST OF A FENCE CORNER,
 EL0487'AND 0.9 M (3.0 FT) WEST OF A FENCE.
 EL0487'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 EL0487'THE MARK IS 0.3 M BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DN0833 ***********************************************************************
 DN0833  DESIGNATION -  Z 43
 DN0833  PID         -  DN0833
 DN0833  STATE/COUNTY-  OK/JEFFERSON
 DN0833  COUNTRY     -  US
 DN0833  USGS QUAD   -  TERRAL (2019)
 DN0833
 DN0833                         *CURRENT SURVEY CONTROL
 DN0833  ______________________________________________________________________
 DN0833* NAD 83(1986) POSITION- 33 52 53.     (N) 097 56 33.     (W)   SCALED
 DN0833* NAVD 88 ORTHO HEIGHT -   248.595 (meters)      815.60  (feet) ADJUSTED
 DN0833  ______________________________________________________________________
 DN0833  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 DN0833  DYNAMIC HEIGHT  -        248.325 (meters)      814.71  (feet) COMP
 DN0833  MODELED GRAVITY -    979,546.0   (mgal)                       NAVD 88
 DN0833
 DN0833  VERT ORDER      -  FIRST     CLASS II
 DN0833
 DN0833.The horizontal coordinates were scaled from a map and have
 DN0833.an estimated accuracy of +/- 6 seconds.
 DN0833
 DN0833.The orthometric height was determined by differential leveling and
 DN0833.adjusted by the NATIONAL GEODETIC SURVEY
 DN0833.in June 1991.
 DN0833
 DN0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN0833.GEOID18 height accuracy estimate available here.
 DN0833
 DN0833.Click photographs - Photos may exist for this station.
 DN0833
 DN0833.The dynamic height is computed by dividing the NAVD 88
 DN0833.geopotential number by the normal gravity value computed on the
 DN0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0833.degrees latitude (g = 980.6199 gals.).
 DN0833
 DN0833.The modeled gravity was interpolated from observed gravity values.
 DN0833
 DN0833;                    North         East    Units  Estimated Accuracy
 DN0833;SPC OK S     -    60,790.      605,320.      MT  (+/- 180 meters Scaled)
 DN0833
 DN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC977495(NAD 83)
 DN0833
 DN0833                          SUPERSEDED SURVEY CONTROL
 DN0833
 DN0833  NGVD 29 (??/??/92)  248.621  (m)          815.68   (f) ADJ UNCH    1 2
 DN0833
 DN0833.Superseded values are not recommended for survey control.
 DN0833
 DN0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0833.See file dsdata.pdf to determine how the superseded data were derived.
 DN0833
 DN0833_MARKER: DB = BENCH MARK DISK
 DN0833_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0833_SP_SET: BRIDGE ABUTMENT
 DN0833_STAMPING: Z 43 1934
 DN0833_MARK LOGO: CGS
 DN0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0833+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2018
 DN0833
 DN0833  HISTORY     - Date     Condition        Report By
 DN0833  HISTORY     - 1934     MONUMENTED       CGS
 DN0833  HISTORY     - 1986     GOOD             NGS
 DN0833  HISTORY     - 20180321 GOOD             OKDOT
 DN0833
 DN0833                          STATION DESCRIPTION
 DN0833
 DN0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0833'1.0 MI S FROM TERRAL.
 DN0833'1.0 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0833'FROM THE STATION AT TERRAL, JEFFERSON COUNTY, AT BRIDGE 520.4 OVER RED
 DN0833'RIVER, IN THE TOP OF THE EAST SIDE OF THE NORTH ABUTMENT, AND 6 FEET
 DN0833'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED Z 43 1934.
 DN0833
 DN0833                          STATION RECOVERY (1986)
 DN0833
 DN0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0833'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.1 KM (18.7
 DN0833'MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0833'HIGHWAY 70 IN WAURIKA, THENCE 0.1 KM (0.05 MI) WEST ALONG APACHE
 DN0833'AVENUE IN TERRAL, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG THE OKLAHOMA
 DN0833'KANSAS TEXAS RAILROAD.
 DN0833
 DN0833                          STATION RECOVERY (2018)
 DN0833
 DN0833'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (KDH)
 DN0833'THIS MARK IS NOT STABLE ENOUGH FOR GPS OBSERVATION.  VIBRATIONS FROM
 DN0833'PASSING TRAINS MAKES IT IMPOSSIBLE TO OBTAIN GOOD DATA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0301 ***********************************************************************
 GH0301  DESIGNATION -  Z 46
 GH0301  PID         -  GH0301
 GH0301  STATE/COUNTY-  OK/NOBLE
 GH0301  COUNTRY     -  US
 GH0301  USGS QUAD   -  PERRY (2018)
 GH0301
 GH0301                         *CURRENT SURVEY CONTROL
 GH0301  ______________________________________________________________________
 GH0301* NAD 83(1986) POSITION- 36 17 09.     (N) 097 18 34.     (W)   SCALED
 GH0301* NAVD 88 ORTHO HEIGHT -   318.237 (meters)     1044.08  (feet) ADJUSTED
 GH0301  ______________________________________________________________________
 GH0301  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 GH0301  DYNAMIC HEIGHT  -        317.952 (meters)     1043.15  (feet) COMP
 GH0301  MODELED GRAVITY -    979,727.7   (mgal)                       NAVD 88
 GH0301
 GH0301  VERT ORDER      -  SECOND    CLASS 0
 GH0301
 GH0301.The horizontal coordinates were scaled from a map and have
 GH0301.an estimated accuracy of +/- 6 seconds.
 GH0301
 GH0301.The orthometric height was determined by differential leveling and
 GH0301.adjusted by the NATIONAL GEODETIC SURVEY
 GH0301.in June 1991.
 GH0301
 GH0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0301.GEOID18 height accuracy estimate available here.
 GH0301
 GH0301.Click photographs - Photos may exist for this station.
 GH0301
 GH0301.The dynamic height is computed by dividing the NAVD 88
 GH0301.geopotential number by the normal gravity value computed on the
 GH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0301.degrees latitude (g = 980.6199 gals.).
 GH0301
 GH0301.The modeled gravity was interpolated from observed gravity values.
 GH0301
 GH0301;                    North         East    Units  Estimated Accuracy
 GH0301;SPC OK N     -   142,890.      662,030.      MT  (+/- 180 meters Scaled)
 GH0301
 GH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF518169(NAD 83)
 GH0301
 GH0301                          SUPERSEDED SURVEY CONTROL
 GH0301
 GH0301  NGVD 29 (??/??/92)  318.100  (m)         1043.63   (f) ADJ UNCH    2 0
 GH0301
 GH0301.Superseded values are not recommended for survey control.
 GH0301
 GH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0301.See file dsdata.pdf to determine how the superseded data were derived.
 GH0301
 GH0301_MARKER: DB = BENCH MARK DISK
 GH0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0301_STAMPING: Z 46 1934
 GH0301_MARK LOGO: CGS
 GH0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0301+STABILITY: SURFACE MOTION
 GH0301
 GH0301  HISTORY     - Date     Condition        Report By
 GH0301  HISTORY     - 1934     MONUMENTED       CGS
 GH0301
 GH0301                          STATION DESCRIPTION
 GH0301
 GH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0301'0.7 MI W FROM PERRY.
 GH0301'0.7 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 GH0301'CITY PARK AT PERRY, NOBLE COUNTY, 33 FEET WEST OF MILEPOST 510,
 GH0301'50 FEET NORTHWEST OF A YARD-LIMIT SIGN, 51 FEET NORTH OF THE
 GH0301'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 GH0301'FENCE.  A STANDARD DISK, STAMPED Z 46 1934 AND SET IN THE TOP OF A
 GH0301'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0132 ***********************************************************************
 GH0132  DESIGNATION -  Z 47
 GH0132  PID         -  GH0132
 GH0132  STATE/COUNTY-  OK/PAWNEE
 GH0132  COUNTRY     -  US
 GH0132  USGS QUAD   -  BLACKBURN (2018)
 GH0132
 GH0132                         *CURRENT SURVEY CONTROL
 GH0132  ______________________________________________________________________
 GH0132* NAD 83(1986) POSITION- 36 16 04.     (N) 096 37 17.     (W)   SCALED
 GH0132* NAVD 88 ORTHO HEIGHT -   258.141 (meters)      846.92  (feet) ADJUSTED
 GH0132  ______________________________________________________________________
 GH0132  GEOID HEIGHT    -        -28.353 (meters)                     GEOID18
 GH0132  DYNAMIC HEIGHT  -        257.918 (meters)      846.19  (feet) COMP
 GH0132  MODELED GRAVITY -    979,762.2   (mgal)                       NAVD 88
 GH0132
 GH0132  VERT ORDER      -  SECOND    CLASS 0
 GH0132
 GH0132.The horizontal coordinates were scaled from a map and have
 GH0132.an estimated accuracy of +/- 6 seconds.
 GH0132
 GH0132.The orthometric height was determined by differential leveling and
 GH0132.adjusted by the NATIONAL GEODETIC SURVEY
 GH0132.in June 1991.
 GH0132
 GH0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0132.GEOID18 height accuracy estimate available here.
 GH0132
 GH0132.Click photographs - Photos may exist for this station.
 GH0132
 GH0132.The dynamic height is computed by dividing the NAVD 88
 GH0132.geopotential number by the normal gravity value computed on the
 GH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0132.degrees latitude (g = 980.6199 gals.).
 GH0132
 GH0132.The modeled gravity was interpolated from observed gravity values.
 GH0132
 GH0132;                    North         East    Units  Estimated Accuracy
 GH0132;SPC OK N     -   141,540.      723,870.      MT  (+/- 180 meters Scaled)
 GH0132
 GH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF136162(NAD 83)
 GH0132
 GH0132                          SUPERSEDED SURVEY CONTROL
 GH0132
 GH0132  NGVD 29 (??/??/92)  258.035  (m)          846.57   (f) ADJ UNCH    2 0
 GH0132
 GH0132.Superseded values are not recommended for survey control.
 GH0132
 GH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0132.See file dsdata.pdf to determine how the superseded data were derived.
 GH0132
 GH0132_MARKER: DB = BENCH MARK DISK
 GH0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0132_STAMPING: Z 47 1934
 GH0132_MARK LOGO: CGS
 GH0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0132+STABILITY: SURFACE MOTION
 GH0132
 GH0132  HISTORY     - Date     Condition        Report By
 GH0132  HISTORY     - 1934     MONUMENTED       CGS
 GH0132
 GH0132                          STATION DESCRIPTION
 GH0132
 GH0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0132'4.3 MI NW FROM HALLETT.
 GH0132'4.3 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 GH0132'FROM THE STATION AT HALLETT, PAWNEE COUNTY, 119 FEET SOUTH OF
 GH0132'THE FIRST POLE EAST OF MILEPOST 466, 210 FEET WEST OF A
 GH0132'NORTH-AND-SOUTH SECTION-LINE ROAD, 54 FEET SOUTH OF THE CENTERLINE
 GH0132'OF THE TRACK, AND 2 FEET EAST OF A FENCE CORNER.  A STANDARD
 GH0132'DISK, STAMPED Z 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0146 ***********************************************************************
 GH0146  DESIGNATION -  Z 49
 GH0146  PID         -  GH0146
 GH0146  STATE/COUNTY-  OK/PAWNEE
 GH0146  COUNTRY     -  US
 GH0146  USGS QUAD   -  MARAMEC (2018)
 GH0146
 GH0146                         *CURRENT SURVEY CONTROL
 GH0146  ______________________________________________________________________
 GH0146* NAD 83(1986) POSITION- 36 09 34.     (N) 096 42 14.     (W)   SCALED
 GH0146* NAVD 88 ORTHO HEIGHT -   277.128 (meters)      909.21  (feet) ADJUSTED
 GH0146  ______________________________________________________________________
 GH0146  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 GH0146  DYNAMIC HEIGHT  -        276.884 (meters)      908.41  (feet) COMP
 GH0146  MODELED GRAVITY -    979,745.2   (mgal)                       NAVD 88
 GH0146
 GH0146  VERT ORDER      -  SECOND    CLASS 0
 GH0146
 GH0146.The horizontal coordinates were scaled from a map and have
 GH0146.an estimated accuracy of +/- 6 seconds.
 GH0146
 GH0146.The orthometric height was determined by differential leveling and
 GH0146.adjusted by the NATIONAL GEODETIC SURVEY
 GH0146.in June 1991.
 GH0146
 GH0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0146.GEOID18 height accuracy estimate available here.
 GH0146
 GH0146.Click photographs - Photos may exist for this station.
 GH0146
 GH0146.The dynamic height is computed by dividing the NAVD 88
 GH0146.geopotential number by the normal gravity value computed on the
 GH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0146.degrees latitude (g = 980.6199 gals.).
 GH0146
 GH0146.The modeled gravity was interpolated from observed gravity values.
 GH0146
 GH0146;                    North         East    Units  Estimated Accuracy
 GH0146;SPC OK N     -   129,420.      716,620.      MT  (+/- 180 meters Scaled)
 GH0146
 GH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF065040(NAD 83)
 GH0146
 GH0146                          SUPERSEDED SURVEY CONTROL
 GH0146
 GH0146  NGVD 29 (??/??/92)  277.024  (m)          908.87   (f) ADJ UNCH    2 0
 GH0146
 GH0146.Superseded values are not recommended for survey control.
 GH0146
 GH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0146.See file dsdata.pdf to determine how the superseded data were derived.
 GH0146
 GH0146_MARKER: DB = BENCH MARK DISK
 GH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0146_STAMPING: Z 49 1934
 GH0146_MARK LOGO: CGS
 GH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0146+STABILITY: SURFACE MOTION
 GH0146
 GH0146  HISTORY     - Date     Condition        Report By
 GH0146  HISTORY     - 1934     MONUMENTED       CGS
 GH0146  HISTORY     - 1975     MARK NOT FOUND   USGS
 GH0146
 GH0146                          STATION DESCRIPTION
 GH0146
 GH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0146'3.4 MI N FROM YALE.
 GH0146'3.4 MILES NORTH OF AT AND SF RR DEPOT, AT YALE 87 FEET EAST
 GH0146'OF THE SOUTHEAST CORNER OF THE ATCHISON TOPEKA AND SANTA FE
 GH0146'RAILROAD DEPOT AT QUAY.  112 FEET NORTH OF EAST AND WEST SECTION
 GH0146'LINE ROAD.  60 FEET EAST OF CENTERLINE OF MAIN TRACK.  NOTE-- 1975
 GH0146'REPORT-- RR DEPOT AND ALL SIDE TRACKS HAVE BEEN REMOVED.
 GH0146
 GH0146                          STATION RECOVERY (1975)
 GH0146
 GH0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 GH0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0576 ***********************************************************************
 FH0576  DESIGNATION -  Z 5
 FH0576  PID         -  FH0576
 FH0576  STATE/COUNTY-  OK/HASKELL
 FH0576  COUNTRY     -  US
 FH0576  USGS QUAD   -  QUINTON SOUTH (2018)
 FH0576
 FH0576                         *CURRENT SURVEY CONTROL
 FH0576  ______________________________________________________________________
 FH0576* NAD 83(1986) POSITION- 35 07 10.     (N) 095 20 09.     (W)   SCALED
 FH0576* NAVD 88 ORTHO HEIGHT -   192.887 (meters)      632.83  (feet) ADJUSTED
 FH0576  ______________________________________________________________________
 FH0576  GEOID HEIGHT    -        -30.708 (meters)                     GEOID18
 FH0576  DYNAMIC HEIGHT  -        192.695 (meters)      632.20  (feet) COMP
 FH0576  MODELED GRAVITY -    979,637.4   (mgal)                       NAVD 88
 FH0576
 FH0576  VERT ORDER      -  FIRST     CLASS II
 FH0576
 FH0576.The horizontal coordinates were scaled from a map and have
 FH0576.an estimated accuracy of +/- 6 seconds.
 FH0576
 FH0576.The orthometric height was determined by differential leveling and
 FH0576.adjusted by the NATIONAL GEODETIC SURVEY
 FH0576.in June 1991.
 FH0576
 FH0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0576.GEOID18 height accuracy estimate available here.
 FH0576
 FH0576.Click photographs - Photos may exist for this station.
 FH0576
 FH0576.The dynamic height is computed by dividing the NAVD 88
 FH0576.geopotential number by the normal gravity value computed on the
 FH0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0576.degrees latitude (g = 980.6199 gals.).
 FH0576
 FH0576.The modeled gravity was interpolated from observed gravity values.
 FH0576
 FH0576;                    North         East    Units  Estimated Accuracy
 FH0576;SPC OK S     -   201,330.      842,820.      MT  (+/- 180 meters Scaled)
 FH0576
 FH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU871887(NAD 83)
 FH0576
 FH0576                          SUPERSEDED SURVEY CONTROL
 FH0576
 FH0576  NGVD 29 (??/??/92)  192.772  (m)          632.45   (f) ADJ UNCH    1 2
 FH0576
 FH0576.Superseded values are not recommended for survey control.
 FH0576
 FH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0576.See file dsdata.pdf to determine how the superseded data were derived.
 FH0576
 FH0576_MARKER: DB = BENCH MARK DISK
 FH0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0576_SP_SET: OVERPASS
 FH0576_STAMPING: 632.453 Z 5 1933
 FH0576_MARK LOGO: CGS
 FH0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0576
 FH0576  HISTORY     - Date     Condition        Report By
 FH0576  HISTORY     - 1933     MONUMENTED       CGS
 FH0576  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0576
 FH0576                          STATION DESCRIPTION
 FH0576
 FH0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FH0576'2 MI E FROM QUINTON.
 FH0576'IN HASKELL COUNTY, 2.0 MILES EAST ALONG THE ABANDONED PORT
 FH0576'SMITH AND WESTERN RAILWAY FROM QUINTON, PITTSBURG COUNTY,
 FH0576'1/4 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 31 AND 2,
 FH0576'AT A CONCRETE VIADUCT ON STATE HIGHWAY 2, IN THE TOP OF THE
 FH0576'SOUTH PIER, AND 3.5 FEET EAST OF THE WEST END OF THE CONCRETE
 FH0576'FOOTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0194 ***********************************************************************
 GH0194  DESIGNATION -  Z 50
 GH0194  PID         -  GH0194
 GH0194  STATE/COUNTY-  OK/KAY
 GH0194  COUNTRY     -  US
 GH0194  USGS QUAD   -  UNCAS (2018)
 GH0194
 GH0194                         *CURRENT SURVEY CONTROL
 GH0194  ______________________________________________________________________
 GH0194* NAD 83(1986) POSITION- 36 48 30.     (N) 096 58 47.     (W)   SCALED
 GH0194* NAVD 88 ORTHO HEIGHT -   343.199 (meters)     1125.98  (feet) ADJUSTED
 GH0194  ______________________________________________________________________
 GH0194  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 GH0194  DYNAMIC HEIGHT  -        342.904 (meters)     1125.01  (feet) COMP
 GH0194  MODELED GRAVITY -    979,763.9   (mgal)                       NAVD 88
 GH0194
 GH0194  VERT ORDER      -  SECOND    CLASS 0
 GH0194
 GH0194.The horizontal coordinates were scaled from a map and have
 GH0194.an estimated accuracy of +/- 6 seconds.
 GH0194
 GH0194.The orthometric height was determined by differential leveling and
 GH0194.adjusted by the NATIONAL GEODETIC SURVEY
 GH0194.in June 1991.
 GH0194
 GH0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0194.GEOID18 height accuracy estimate available here.
 GH0194
 GH0194.Click photographs - Photos may exist for this station.
 GH0194
 GH0194.The dynamic height is computed by dividing the NAVD 88
 GH0194.geopotential number by the normal gravity value computed on the
 GH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GH0194.degrees latitude (g = 980.6199 gals.).
 GH0194
 GH0194.The modeled gravity was interpolated from observed gravity values.
 GH0194
 GH0194;                    North         East    Units  Estimated Accuracy
 GH0194;SPC OK N     -   201,130.      691,040.      MT  (+/- 180 meters Scaled)
 GH0194
 GH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF802755(NAD 83)
 GH0194
 GH0194                          SUPERSEDED SURVEY CONTROL
 GH0194
 GH0194  NGVD 29 (??/??/92)  343.071  (m)         1125.56   (f) ADJ UNCH    2 0
 GH0194
 GH0194.Superseded values are not recommended for survey control.
 GH0194
 GH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0194.See file dsdata.pdf to determine how the superseded data were derived.
 GH0194
 GH0194_MARKER: DB = BENCH MARK DISK
 GH0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GH0194_SP_SET: BRIDGE ABUTMENT
 GH0194_STAMPING: 1125.559 Z 50 1934
 GH0194_MARK LOGO: CGS
 GH0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GH0194
 GH0194  HISTORY     - Date     Condition        Report By
 GH0194  HISTORY     - 1934     MONUMENTED       CGS
 GH0194  HISTORY     - 1940     GOOD             CGS
 GH0194
 GH0194                          STATION DESCRIPTION
 GH0194
 GH0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GH0194'7.1 MI SE FROM NEWKIRK.
 GH0194'ABOUT 7.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 GH0194'FE RAILWAY FROM THE STATION AT NEWKIRK, KAY COUNTY, ABOUT
 GH0194'30 FEET SOUTH OF MILEPOST 8, AT BRIDGE 8 A OVER A SMALL STREAM,
 GH0194'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT,
 GH0194'AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 1125.559
 GH0194'Z 50 1934.
 GH0194
 GH0194                          STATION RECOVERY (1940)
 GH0194
 GH0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 GH0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0227 ***********************************************************************
 EL0227  DESIGNATION -  Z 56
 EL0227  PID         -  EL0227
 EL0227  STATE/COUNTY-  OK/PONTOTOC
 EL0227  COUNTRY     -  US
 EL0227  USGS QUAD   -  ROFF NORTH (2018)
 EL0227
 EL0227                         *CURRENT SURVEY CONTROL
 EL0227  ______________________________________________________________________
 EL0227* NAD 83(1986) POSITION- 34 38 11.     (N) 096 50 02.     (W)   SCALED
 EL0227* NAVD 88 ORTHO HEIGHT -   365.584 (meters)     1199.42  (feet) ADJUSTED
 EL0227  ______________________________________________________________________
 EL0227  GEOID HEIGHT    -        -25.634 (meters)                     GEOID18
 EL0227  DYNAMIC HEIGHT  -        365.222 (meters)     1198.23  (feet) COMP
 EL0227  MODELED GRAVITY -    979,632.8   (mgal)                       NAVD 88
 EL0227
 EL0227  VERT ORDER      -  SECOND    CLASS 0
 EL0227
 EL0227.The horizontal coordinates were scaled from a map and have
 EL0227.an estimated accuracy of +/- 6 seconds.
 EL0227
 EL0227.The orthometric height was determined by differential leveling and
 EL0227.adjusted by the NATIONAL GEODETIC SURVEY
 EL0227.in June 1991.
 EL0227
 EL0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0227.GEOID18 height accuracy estimate available here.
 EL0227
 EL0227.Click photographs - Photos may exist for this station.
 EL0227
 EL0227.The dynamic height is computed by dividing the NAVD 88
 EL0227.geopotential number by the normal gravity value computed on the
 EL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0227.degrees latitude (g = 980.6199 gals.).
 EL0227
 EL0227.The modeled gravity was interpolated from observed gravity values.
 EL0227
 EL0227;                    North         East    Units  Estimated Accuracy
 EL0227;SPC OK S     -   145,160.      706,910.      MT  (+/- 180 meters Scaled)
 EL0227
 EL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD985348(NAD 83)
 EL0227
 EL0227                          SUPERSEDED SURVEY CONTROL
 EL0227
 EL0227  NGVD 29 (??/??/92)  365.490  (m)         1199.11   (f) ADJ UNCH    2 0
 EL0227
 EL0227.Superseded values are not recommended for survey control.
 EL0227
 EL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0227.See file dsdata.pdf to determine how the superseded data were derived.
 EL0227
 EL0227_MARKER: DB = BENCH MARK DISK
 EL0227_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EL0227_SP_SET: CULVERT RETAINING WALL
 EL0227_STAMPING: Z 56 1934
 EL0227_MARK LOGO: CGS
 EL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0227+STABILITY: SURFACE MOTION
 EL0227
 EL0227  HISTORY     - Date     Condition        Report By
 EL0227  HISTORY     - 1934     MONUMENTED       CGS
 EL0227
 EL0227                          STATION DESCRIPTION
 EL0227
 EL0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0227'1.3 MI E FROM ROFF.
 EL0227'1.3 MILES EAST OF STL. AND SF RR. STATION AT ROFF 0.2 MILE WEST
 EL0227'OF SANDSPUR SIDING.  165 FEET NORTHWEST OF MILE POLE 562/5.  10
 EL0227'FEET NORTH OF NORTH RAIL OF ST. LOUIS AND SAN FRANCISCO RAILWAY
 EL0227'TRACK.  SET IN THE CENTER OF CONCRETE RETAINING WALL OF RAILWAY
 EL0227'BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0057 ***********************************************************************
 FJ0057  DESIGNATION -  Z 57
 FJ0057  PID         -  FJ0057
 FJ0057  STATE/COUNTY-  OK/HUGHES
 FJ0057  COUNTRY     -  US
 FJ0057  USGS QUAD   -  HOLDENVILLE (2018)
 FJ0057
 FJ0057                         *CURRENT SURVEY CONTROL
 FJ0057  ______________________________________________________________________
 FJ0057* NAD 83(1986) POSITION- 35 04 01.     (N) 096 24 53.     (W)   SCALED
 FJ0057* NAVD 88 ORTHO HEIGHT -   267.918 (meters)      878.99  (feet) ADJUSTED
 FJ0057  ______________________________________________________________________
 FJ0057  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 FJ0057  DYNAMIC HEIGHT  -        267.658 (meters)      878.14  (feet) COMP
 FJ0057  MODELED GRAVITY -    979,656.6   (mgal)                       NAVD 88
 FJ0057
 FJ0057  VERT ORDER      -  SECOND    CLASS 0
 FJ0057
 FJ0057.The horizontal coordinates were scaled from a map and have
 FJ0057.an estimated accuracy of +/- 6 seconds.
 FJ0057
 FJ0057.The orthometric height was determined by differential leveling and
 FJ0057.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0057.in June 1991.
 FJ0057
 FJ0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0057.GEOID18 height accuracy estimate available here.
 FJ0057
 FJ0057.Click photographs - Photos may exist for this station.
 FJ0057
 FJ0057.The dynamic height is computed by dividing the NAVD 88
 FJ0057.geopotential number by the normal gravity value computed on the
 FJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0057.degrees latitude (g = 980.6199 gals.).
 FJ0057
 FJ0057.The modeled gravity was interpolated from observed gravity values.
 FJ0057
 FJ0057;                    North         East    Units  Estimated Accuracy
 FJ0057;SPC OK S     -   193,440.      744,590.      MT  (+/- 180 meters Scaled)
 FJ0057
 FJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQD357835(NAD 83)
 FJ0057
 FJ0057                          SUPERSEDED SURVEY CONTROL
 FJ0057
 FJ0057  NGVD 29 (??/??/92)  267.804  (m)          878.62   (f) ADJ UNCH    2 0
 FJ0057
 FJ0057.Superseded values are not recommended for survey control.
 FJ0057
 FJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0057.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0057
 FJ0057_MARKER: DB = BENCH MARK DISK
 FJ0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FJ0057_SP_SET: UNKNOWN
 FJ0057_STAMPING: Z 57 1934
 FJ0057_MARK LOGO: CGS
 FJ0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FJ0057
 FJ0057  HISTORY     - Date     Condition        Report By
 FJ0057  HISTORY     - 1934     MONUMENTED       CGS
 FJ0057
 FJ0057                          STATION DESCRIPTION
 FJ0057
 FJ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0057'1.4 MI SW FROM HOLDENVILLE.
 FJ0057'1.4 MILES SOUTHWEST OF STL AND SF STATION AT HOLDENVILLE 0.5
 FJ0057'MILE SOUTH OF HOLDENVILLE RAILROAD YARD LIMIT SIGN.  42 FEET
 FJ0057'EAST OF THE NEAREST RAIL OF THE SAINT LOUIS AND SAN FRANCISCO
 FJ0057'RAILWAY TRACK.  6 FEET EAST OF MILE POST 521.  ON THE RAILROAD
 FJ0057'PROPERTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0488 ***********************************************************************
 FH0488  DESIGNATION -  Z 59
 FH0488  PID         -  FH0488
 FH0488  STATE/COUNTY-  OK/MUSKOGEE
 FH0488  COUNTRY     -  US
 FH0488  USGS QUAD   -  BRAGGS (2018)
 FH0488
 FH0488                         *CURRENT SURVEY CONTROL
 FH0488  ______________________________________________________________________
 FH0488* NAD 83(1986) POSITION- 35 38 17.     (N) 095 10 57.     (W)   SCALED
 FH0488* NAVD 88 ORTHO HEIGHT -   160.244 (meters)      525.73  (feet) ADJUSTED
 FH0488  ______________________________________________________________________
 FH0488  GEOID HEIGHT    -        -29.563 (meters)                     GEOID18
 FH0488  DYNAMIC HEIGHT  -        160.098 (meters)      525.25  (feet) COMP
 FH0488  MODELED GRAVITY -    979,716.5   (mgal)                       NAVD 88
 FH0488
 FH0488  VERT ORDER      -  SECOND    CLASS 0
 FH0488
 FH0488.The horizontal coordinates were scaled from a map and have
 FH0488.an estimated accuracy of +/- 6 seconds.
 FH0488
 FH0488.The orthometric height was determined by differential leveling and
 FH0488.adjusted by the NATIONAL GEODETIC SURVEY
 FH0488.in June 1991.
 FH0488
 FH0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0488.GEOID18 height accuracy estimate available here.
 FH0488
 FH0488.Click photographs - Photos may exist for this station.
 FH0488
 FH0488.The dynamic height is computed by dividing the NAVD 88
 FH0488.geopotential number by the normal gravity value computed on the
 FH0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0488.degrees latitude (g = 980.6199 gals.).
 FH0488
 FH0488.The modeled gravity was interpolated from observed gravity values.
 FH0488
 FH0488;                    North         East    Units  Estimated Accuracy
 FH0488;SPC OK N     -    74,500.      855,150.      MT  (+/- 180 meters Scaled)
 FH0488
 FH0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV023459(NAD 83)
 FH0488
 FH0488                          SUPERSEDED SURVEY CONTROL
 FH0488
 FH0488  NGVD 29 (??/??/92)  160.120  (m)          525.33   (f) ADJ UNCH    2 0
 FH0488
 FH0488.Superseded values are not recommended for survey control.
 FH0488
 FH0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0488.See file dsdata.pdf to determine how the superseded data were derived.
 FH0488
 FH0488_MARKER: DB = BENCH MARK DISK
 FH0488_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0488_STAMPING: Z 59 1934
 FH0488_MARK LOGO: CGS
 FH0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0488
 FH0488  HISTORY     - Date     Condition        Report By
 FH0488  HISTORY     - 1934     MONUMENTED       CGS
 FH0488  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0488
 FH0488                          STATION DESCRIPTION
 FH0488
 FH0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0488'1.9 MI S FROM BRAGGS.
 FH0488'1.9 MILES SOUTH OF M-P RR. STATION AT BRAGGS 587 FEET SOUTHEAST
 FH0488'OF MILE POLE 555/20.  42 FEET EAST OF NEAREST RAIL OF
 FH0488'MISSOURI-PACIFIC RAILROAD TRACK.  36 FEET WEST OF CENTER LINE
 FH0488'OF OKLAHOMA STATE HIGHWAY 10.  INSIDE OF RAILROAD PROPERTY FENCE.
 FH0488
 FH0488                          STATION RECOVERY (1960)
 FH0488
 FH0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0488'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0658 ***********************************************************************
 FH0658  DESIGNATION -  Z 6
 FH0658  PID         -  FH0658
 FH0658  STATE/COUNTY-  OK/MCINTOSH
 FH0658  COUNTRY     -  US
 FH0658  USGS QUAD   -  HANNA (2018)
 FH0658
 FH0658                         *CURRENT SURVEY CONTROL
 FH0658  ______________________________________________________________________
 FH0658* NAD 83(1986) POSITION- 35 12 18.     (N) 095 53 16.     (W)   SCALED
 FH0658* NAVD 88 ORTHO HEIGHT -   206.761 (meters)      678.35  (feet) ADJUSTED
 FH0658  ______________________________________________________________________
 FH0658  GEOID HEIGHT    -        -29.471 (meters)                     GEOID18
 FH0658  DYNAMIC HEIGHT  -        206.559 (meters)      677.69  (feet) COMP
 FH0658  MODELED GRAVITY -    979,656.6   (mgal)                       NAVD 88
 FH0658
 FH0658  VERT ORDER      -  FIRST     CLASS II
 FH0658
 FH0658.The horizontal coordinates were scaled from a map and have
 FH0658.an estimated accuracy of +/- 6 seconds.
 FH0658
 FH0658.The orthometric height was determined by differential leveling and
 FH0658.adjusted by the NATIONAL GEODETIC SURVEY
 FH0658.in June 1991.
 FH0658
 FH0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0658.GEOID18 height accuracy estimate available here.
 FH0658
 FH0658.Click photographs - Photos may exist for this station.
 FH0658
 FH0658.The dynamic height is computed by dividing the NAVD 88
 FH0658.geopotential number by the normal gravity value computed on the
 FH0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0658.degrees latitude (g = 980.6199 gals.).
 FH0658
 FH0658.The modeled gravity was interpolated from observed gravity values.
 FH0658
 FH0658;                    North         East    Units  Estimated Accuracy
 FH0658;SPC OK S     -   209,630.      792,320.      MT  (+/- 180 meters Scaled)
 FH0658
 FH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU371995(NAD 83)
 FH0658
 FH0658                          SUPERSEDED SURVEY CONTROL
 FH0658
 FH0658  NGVD 29 (??/??/92)  206.652  (m)          677.99   (f) ADJ UNCH    1 2
 FH0658
 FH0658.Superseded values are not recommended for survey control.
 FH0658
 FH0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0658.See file dsdata.pdf to determine how the superseded data were derived.
 FH0658
 FH0658_MARKER: DB = BENCH MARK DISK
 FH0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0658_STAMPING: 677.991 Z 6 1933
 FH0658_MARK LOGO: CGS
 FH0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0658+STABILITY: SURFACE MOTION
 FH0658
 FH0658  HISTORY     - Date     Condition        Report By
 FH0658  HISTORY     - 1933     MONUMENTED       CGS
 FH0658
 FH0658                          STATION DESCRIPTION
 FH0658
 FH0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FH0658'AT HANNA.
 FH0658'AT HANNA, MC INTOSH COUNTY, AT THE HIGH SCHOOL, AT THE SOUTH
 FH0658'EDGE OF THE SCHOOL PROPERTY, BETWEEN TWO SIDEWALKS LEADING TO THE
 FH0658'SCHOOLHOUSE, AND 1 FOOT NORTH OF THE SIDEWALK INSIDE THE HEDGE.
 FH0658'A STANDARD DISK, STAMPED 677.991 Z 6 1933 AND SET IN THE TOP OF A
 FH0658'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0670 ***********************************************************************
 FH0670  DESIGNATION -  Z 60
 FH0670  PID         -  FH0670
 FH0670  STATE/COUNTY-  OK/MCINTOSH
 FH0670  COUNTRY     -  US
 FH0670  USGS QUAD   -  EUFAULA (2018)
 FH0670
 FH0670                         *CURRENT SURVEY CONTROL
 FH0670  ______________________________________________________________________
 FH0670* NAD 83(1986) POSITION- 35 15 37.     (N) 095 35 10.     (W)   SCALED
 FH0670* NAVD 88 ORTHO HEIGHT -   187.399 (meters)      614.82  (feet) ADJUSTED
 FH0670  ______________________________________________________________________
 FH0670  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 FH0670  DYNAMIC HEIGHT  -        187.217 (meters)      614.23  (feet) COMP
 FH0670  MODELED GRAVITY -    979,662.7   (mgal)                       NAVD 88
 FH0670
 FH0670  VERT ORDER      -  SECOND    CLASS 0
 FH0670
 FH0670.The horizontal coordinates were scaled from a map and have
 FH0670.an estimated accuracy of +/- 6 seconds.
 FH0670
 FH0670.The orthometric height was determined by differential leveling and
 FH0670.adjusted by the NATIONAL GEODETIC SURVEY
 FH0670.in June 1991.
 FH0670
 FH0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0670.GEOID18 height accuracy estimate available here.
 FH0670
 FH0670.Click photographs - Photos may exist for this station.
 FH0670
 FH0670.The dynamic height is computed by dividing the NAVD 88
 FH0670.geopotential number by the normal gravity value computed on the
 FH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0670.degrees latitude (g = 980.6199 gals.).
 FH0670
 FH0670.The modeled gravity was interpolated from observed gravity values.
 FH0670
 FH0670;                    North         East    Units  Estimated Accuracy
 FH0670;SPC OK S     -   216,380.      819,640.      MT  (+/- 180 meters Scaled)
 FH0670
 FH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STV647049(NAD 83)
 FH0670
 FH0670                          SUPERSEDED SURVEY CONTROL
 FH0670
 FH0670  NGVD 29 (??/??/92)  187.295  (m)          614.48   (f) ADJ UNCH    2 0
 FH0670
 FH0670.Superseded values are not recommended for survey control.
 FH0670
 FH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0670.See file dsdata.pdf to determine how the superseded data were derived.
 FH0670
 FH0670_MARKER: DB = BENCH MARK DISK
 FH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0670_STAMPING: Z 60 1934
 FH0670_MARK LOGO: CGS
 FH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0670+STABILITY: SURFACE MOTION
 FH0670
 FH0670  HISTORY     - Date     Condition        Report By
 FH0670  HISTORY     - 1934     MONUMENTED       CGS
 FH0670  HISTORY     - 1969     MARK NOT FOUND   USGS
 FH0670
 FH0670                          STATION DESCRIPTION
 FH0670
 FH0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0670'1.8 MI S FROM EUFAULA.
 FH0670'1.8 MILES SOUT OF EUFAULA MKT RR DEPOT.  265 FEET NORTHEAST OF
 FH0670'MILEPOST 540.  246 FEET SOUTHEAST OF MISSOURI-KANSAS-TEXAS RR
 FH0670'OVERPASS 539.9 OVER U.S. HIGHWAY 73.  105 FEET EAST OF NEAREST
 FH0670'RAILROAD TRACK, INSIDE OF RAILWAY PROPERTY.
 FH0670
 FH0670                          STATION RECOVERY (1969)
 FH0670
 FH0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 FH0670'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0301 ***********************************************************************
 GG0301  DESIGNATION -  Z 62
 GG0301  PID         -  GG0301
 GG0301  STATE/COUNTY-  OK/CRAIG
 GG0301  COUNTRY     -  US
 GG0301  USGS QUAD   -  VINITA (2019)
 GG0301
 GG0301                         *CURRENT SURVEY CONTROL
 GG0301  ______________________________________________________________________
 GG0301* NAD 83(1986) POSITION- 36 40 13.     (N) 095 08 00.     (W)   SCALED
 GG0301* NAVD 88 ORTHO HEIGHT -   220.063 (meters)      721.99  (feet) ADJUSTED
 GG0301  ______________________________________________________________________
 GG0301  GEOID HEIGHT    -        -29.327 (meters)                     GEOID18
 GG0301  DYNAMIC HEIGHT  -        219.880 (meters)      721.39  (feet) COMP
 GG0301  MODELED GRAVITY -    979,795.3   (mgal)                       NAVD 88
 GG0301
 GG0301  VERT ORDER      -  SECOND    CLASS 0
 GG0301
 GG0301.The horizontal coordinates were scaled from a map and have
 GG0301.an estimated accuracy of +/- 6 seconds.
 GG0301
 GG0301.The orthometric height was determined by differential leveling and
 GG0301.adjusted by the NATIONAL GEODETIC SURVEY
 GG0301.in June 1991.
 GG0301
 GG0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0301.GEOID18 height accuracy estimate available here.
 GG0301
 GG0301.Click photographs - Photos may exist for this station.
 GG0301
 GG0301.The dynamic height is computed by dividing the NAVD 88
 GG0301.geopotential number by the normal gravity value computed on the
 GG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0301.degrees latitude (g = 980.6199 gals.).
 GG0301
 GG0301.The modeled gravity was interpolated from observed gravity values.
 GG0301
 GG0301;                    North         East    Units  Estimated Accuracy
 GG0301;SPC OK N     -   189,110.      856,220.      MT  (+/- 180 meters Scaled)
 GG0301
 GG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA093604(NAD 83)
 GG0301
 GG0301                          SUPERSEDED SURVEY CONTROL
 GG0301
 GG0301  NGVD 29 (??/??/92)  219.950  (m)          721.62   (f) ADJ UNCH    2 0
 GG0301
 GG0301.Superseded values are not recommended for survey control.
 GG0301
 GG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0301.See file dsdata.pdf to determine how the superseded data were derived.
 GG0301
 GG0301_MARKER: DB = BENCH MARK DISK
 GG0301_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0301_STAMPING: Z 62 1934
 GG0301_MARK LOGO: CGS
 GG0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0301
 GG0301  HISTORY     - Date     Condition        Report By
 GG0301  HISTORY     - 1934     MONUMENTED       CGS
 GG0301  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0301
 GG0301                          STATION DESCRIPTION
 GG0301
 GG0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0301'2.4 MI N FROM VINITA.
 GG0301'0.5 MILE NORTH OF MILE POST 437.  95 FEET NORTHWEST NEAREST
 GG0301'RAIL OF MISSOURI-KANSAS AND TEXAS RAILWAY TRACK.  45 FEET
 GG0301'SOUTH OF SECTION LINE ROAD, AND INSIDE RAILWAY PROPERTY FENCE.
 GG0301
 GG0301                          STATION RECOVERY (2016)
 GG0301
 GG0301'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0301'NO MONUMENT FOUND CONSIDERABLE UTILITY AND FENCE BUILDING IN AREA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0371 ***********************************************************************
 GG0371  DESIGNATION -  Z 63
 GG0371  PID         -  GG0371
 GG0371  STATE/COUNTY-  OK/MAYES
 GG0371  COUNTRY     -  US
 GG0371  USGS QUAD   -  PRYOR (2019)
 GG0371
 GG0371                         *CURRENT SURVEY CONTROL
 GG0371  ______________________________________________________________________
 GG0371* NAD 83(1986) POSITION- 36 18 24.     (N) 095 18 31.     (W)   SCALED
 GG0371* NAVD 88 ORTHO HEIGHT -   190.941 (meters)      626.45  (feet) ADJUSTED
 GG0371  ______________________________________________________________________
 GG0371  GEOID HEIGHT    -        -29.165 (meters)                     GEOID18
 GG0371  DYNAMIC HEIGHT  -        190.778 (meters)      625.91  (feet) COMP
 GG0371  MODELED GRAVITY -    979,773.8   (mgal)                       NAVD 88
 GG0371
 GG0371  VERT ORDER      -  SECOND    CLASS 0
 GG0371
 GG0371.The horizontal coordinates were scaled from a map and have
 GG0371.an estimated accuracy of +/- 6 seconds.
 GG0371
 GG0371.The orthometric height was determined by differential leveling and
 GG0371.adjusted by the NATIONAL GEODETIC SURVEY
 GG0371.in June 1991.
 GG0371
 GG0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0371.GEOID18 height accuracy estimate available here.
 GG0371
 GG0371.Click photographs - Photos may exist for this station.
 GG0371
 GG0371.The dynamic height is computed by dividing the NAVD 88
 GG0371.geopotential number by the normal gravity value computed on the
 GG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0371.degrees latitude (g = 980.6199 gals.).
 GG0371
 GG0371.The modeled gravity was interpolated from observed gravity values.
 GG0371
 GG0371;                    North         East    Units  Estimated Accuracy
 GG0371;SPC OK N     -   148,330.      841,680.      MT  (+/- 180 meters Scaled)
 GG0371
 GG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA927204(NAD 83)
 GG0371
 GG0371                          SUPERSEDED SURVEY CONTROL
 GG0371
 GG0371  NGVD 29 (??/??/92)  190.829  (m)          626.08   (f) ADJ UNCH    2 0
 GG0371
 GG0371.Superseded values are not recommended for survey control.
 GG0371
 GG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0371.See file dsdata.pdf to determine how the superseded data were derived.
 GG0371
 GG0371_MARKER: DB = BENCH MARK DISK
 GG0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GG0371_SP_SET: CULVERT HEADWALL
 GG0371_STAMPING: Z 63 1934
 GG0371_MARK LOGO: CGS
 GG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0371+STABILITY: SURFACE MOTION
 GG0371
 GG0371  HISTORY     - Date     Condition        Report By
 GG0371  HISTORY     - 1934     MONUMENTED       CGS
 GG0371  HISTORY     - 1960     GOOD             CGS
 GG0371
 GG0371                          STATION DESCRIPTION
 GG0371
 GG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GG0371'0.5 MI E FROM PRYOR.
 GG0371'0.5 MILE EAST ALONG STATE HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 GG0371'AT PRYOR, MAYES COUNTY, 0.1 MILE EAST OF THE JUNCTION WITH U.S.
 GG0371'HIGHWAY 73, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP
 GG0371'OF THE SOUTH GUARD RAIL.  A STANDARD DISK, STAMPED Z 63 1934.
 GG0371'THIS MARK RECOVERED IN THE EAST EDGE OF PRYOR, NEAR THE CENTER
 GG0371'OF A LONG CURVE IN HIGHWAY AND IN THE CENTER OF THE SOUTH HEADWALL
 GG0371'OF CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0569 ***********************************************************************
 EK0569  DESIGNATION -  Z 63 NORTH KOSOMA
 EK0569  PID         -  EK0569
 EK0569  STATE/COUNTY-  OK/PUSHMATAHA
 EK0569  COUNTRY     -  US
 EK0569  USGS QUAD   -  KOSOMA (2019)
 EK0569
 EK0569                         *CURRENT SURVEY CONTROL
 EK0569  ______________________________________________________________________
 EK0569* NAD 83(1986) POSITION- 34 21 42.     (N) 095 36 12.     (W)   SCALED
 EK0569* NAVD 88 ORTHO HEIGHT -   163.920 (meters)      537.79  (feet) ADJUSTED
 EK0569  ______________________________________________________________________
 EK0569  GEOID HEIGHT    -        -30.519 (meters)                     GEOID18
 EK0569  DYNAMIC HEIGHT  -        163.742 (meters)      537.21  (feet) COMP
 EK0569  MODELED GRAVITY -    979,550.2   (mgal)                       NAVD 88
 EK0569
 EK0569  VERT ORDER      -  SECOND    CLASS 0
 EK0569
 EK0569.The horizontal coordinates were scaled from a map and have
 EK0569.an estimated accuracy of +/- 6 seconds.
 EK0569
 EK0569.The orthometric height was determined by differential leveling and
 EK0569.adjusted by the NATIONAL GEODETIC SURVEY
 EK0569.in June 1991.
 EK0569
 EK0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0569.GEOID18 height accuracy estimate available here.
 EK0569
 EK0569.Click photographs - Photos may exist for this station.
 EK0569
 EK0569.The dynamic height is computed by dividing the NAVD 88
 EK0569.geopotential number by the normal gravity value computed on the
 EK0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0569.degrees latitude (g = 980.6199 gals.).
 EK0569
 EK0569.The modeled gravity was interpolated from observed gravity values.
 EK0569
 EK0569;                    North         East    Units  Estimated Accuracy
 EK0569;SPC OK S     -   116,680.      820,440.      MT  (+/- 180 meters Scaled)
 EK0569
 EK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU605053(NAD 83)
 EK0569
 EK0569                          SUPERSEDED SURVEY CONTROL
 EK0569
 EK0569  NGVD 29 (??/??/92)  163.832  (m)          537.51   (f) ADJ UNCH    2 0
 EK0569
 EK0569.Superseded values are not recommended for survey control.
 EK0569
 EK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0569.See file dsdata.pdf to determine how the superseded data were derived.
 EK0569
 EK0569_MARKER: P = PIPE CAP
 EK0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0569_STAMPING: Z 63 NORTH KOSOMA 1930
 EK0569_MARK LOGO: USACE
 EK0569_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0569
 EK0569  HISTORY     - Date     Condition        Report By
 EK0569  HISTORY     - 1930     MONUMENTED       USACE
 EK0569  HISTORY     - 1960     GOOD             CGS
 EK0569
 EK0569                          STATION DESCRIPTION
 EK0569
 EK0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0569'AT KOSOMA.
 EK0569'AT KOSOMA, PUSHMATAHA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0569'RAILWAY, ABOUT 2 POLES NORTH OF THE TWENTY-FIFTH POLE SOUTH OF
 EK0569'MILEPOST 529, AND ABOUT 60 FEET WEST OF THE TRACK.  A CORPS OF
 EK0569'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED Z 63 NORTH KOSOMA
 EK0569'1930 AND RIVETED ON THE TOP OF AN IRON PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 DM0328 ***********************************************************************
 DM0328  DESIGNATION -  Z 64
 DM0328  PID         -  DM0328
 DM0328  STATE/COUNTY-  OK/MCCURTAIN
 DM0328  COUNTRY     -  US
 DM0328  USGS QUAD   -  GARVIN (2019)
 DM0328
 DM0328                         *CURRENT SURVEY CONTROL
 DM0328  ______________________________________________________________________
 DM0328* NAD 83(1986) POSITION- 33 56 19.     (N) 094 54 38.     (W)   SCALED
 DM0328* NAVD 88 ORTHO HEIGHT -   155.770 (meters)      511.06  (feet) ADJUSTED
 DM0328  ______________________________________________________________________
 DM0328  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 DM0328  DYNAMIC HEIGHT  -        155.612 (meters)      510.54  (feet) COMP
 DM0328  MODELED GRAVITY -    979,619.5   (mgal)                       NAVD 88
 DM0328
 DM0328  VERT ORDER      -  FIRST     CLASS II
 DM0328
 DM0328.The horizontal coordinates were scaled from a map and have
 DM0328.an estimated accuracy of +/- 6 seconds.
 DM0328
 DM0328.The orthometric height was determined by differential leveling and
 DM0328.adjusted by the NATIONAL GEODETIC SURVEY
 DM0328.in June 1991.
 DM0328
 DM0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0328.GEOID18 height accuracy estimate available here.
 DM0328
 DM0328.Click photographs - Photos may exist for this station.
 DM0328
 DM0328.The dynamic height is computed by dividing the NAVD 88
 DM0328.geopotential number by the normal gravity value computed on the
 DM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0328.degrees latitude (g = 980.6199 gals.).
 DM0328
 DM0328.The modeled gravity was interpolated from observed gravity values.
 DM0328
 DM0328;                    North         East    Units  Estimated Accuracy
 DM0328;SPC OK S     -    71,510.      885,580.      MT  (+/- 180 meters Scaled)
 DM0328
 DM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT234569(NAD 83)
 DM0328
 DM0328                          SUPERSEDED SURVEY CONTROL
 DM0328
 DM0328  NGVD 29 (??/??/92)  155.743  (m)          510.97   (f) ADJ UNCH    1 2
 DM0328
 DM0328.Superseded values are not recommended for survey control.
 DM0328
 DM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0328.See file dsdata.pdf to determine how the superseded data were derived.
 DM0328
 DM0328_MARKER: DB = BENCH MARK DISK
 DM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0328_STAMPING: Z 64 1934
 DM0328_MARK LOGO: CGS
 DM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0328+STABILITY: SURFACE MOTION
 DM0328
 DM0328  HISTORY     - Date     Condition        Report By
 DM0328  HISTORY     - 1934     MONUMENTED       CGS
 DM0328  HISTORY     - 1949     POOR             USGS
 DM0328  HISTORY     - 1986     MARK NOT FOUND   NGS
 DM0328
 DM0328                          STATION DESCRIPTION
 DM0328
 DM0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0328'2.2 MI E FROM GARVIN.
 DM0328'2.2 MILES EAST OF GARVIN ST. L. AND S.F. RR DEPOT. AT ST. LOUIS AND
 DM0328'SAN FRANCISCO RR CROSSING AND MILEPOST 596.  20 FEET NORTH OF THE
 DM0328'TRACK.  60 FEET EAST OF THE CENTER LINE OF THE ROAD.
 DM0328
 DM0328                          STATION RECOVERY (1949)
 DM0328
 DM0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0328'MARK RECOVERED IN POOR CONDITION.
 DM0328
 DM0328                          STATION RECOVERY (1986)
 DM0328
 DM0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DM0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0324 ***********************************************************************
 GG0324  DESIGNATION -  Z 64
 GG0324  PID         -  GG0324
 GG0324  STATE/COUNTY-  OK/CRAIG
 GG0324  COUNTRY     -  US
 GG0324  USGS QUAD   -  WELCH NORTH (2019)
 GG0324
 GG0324                         *CURRENT SURVEY CONTROL
 GG0324  ______________________________________________________________________
 GG0324* NAD 83(1986) POSITION- 36 59 59.     (N) 095 05 46.     (W)   SCALED
 GG0324* NAVD 88 ORTHO HEIGHT -   255.384 (meters)      837.87  (feet) ADJUSTED
 GG0324  ______________________________________________________________________
 GG0324  GEOID HEIGHT    -        -29.672 (meters)                     GEOID18
 GG0324  DYNAMIC HEIGHT  -        255.179 (meters)      837.20  (feet) COMP
 GG0324  MODELED GRAVITY -    979,822.3   (mgal)                       NAVD 88
 GG0324
 GG0324  VERT ORDER      -  SECOND    CLASS 0
 GG0324
 GG0324.The horizontal coordinates were scaled from a map and have
 GG0324.an estimated accuracy of +/- 6 seconds.
 GG0324
 GG0324.The orthometric height was determined by differential leveling and
 GG0324.adjusted by the NATIONAL GEODETIC SURVEY
 GG0324.in June 1991.
 GG0324
 GG0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0324.GEOID18 height accuracy estimate available here.
 GG0324
 GG0324.Click photographs - Photos may exist for this station.
 GG0324
 GG0324.The dynamic height is computed by dividing the NAVD 88
 GG0324.geopotential number by the normal gravity value computed on the
 GG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0324.degrees latitude (g = 980.6199 gals.).
 GG0324
 GG0324.The modeled gravity was interpolated from observed gravity values.
 GG0324
 GG0324;                    North         East    Units  Estimated Accuracy
 GG0324;SPC OK N     -   225,750.      858,460.      MT  (+/- 180 meters Scaled)
 GG0324
 GG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA134968(NAD 83)
 GG0324
 GG0324                          SUPERSEDED SURVEY CONTROL
 GG0324
 GG0324  NGVD 29 (??/??/92)  255.269  (m)          837.50   (f) ADJ UNCH    2 0
 GG0324
 GG0324.Superseded values are not recommended for survey control.
 GG0324
 GG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0324.See file dsdata.pdf to determine how the superseded data were derived.
 GG0324
 GG0324_MARKER: DB = BENCH MARK DISK
 GG0324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0324_STAMPING: Z 64 1934
 GG0324_MARK LOGO: CGS
 GG0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0324
 GG0324  HISTORY     - Date     Condition        Report By
 GG0324  HISTORY     - 1934     MONUMENTED       CGS
 GG0324  HISTORY     - 20160723 MARK NOT FOUND   OKDOT
 GG0324
 GG0324                          STATION DESCRIPTION
 GG0324
 GG0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0324'2.7 MI S FROM CHETOPA.
 GG0324'59 FEET SOUTH OF OKLAHOMA AND KANSAS STATE LINE ROAD.  50 FEET
 GG0324'WEST OF NEAREST RAIL OF MISSOURI-KANSAS AND TEXAS RAILWAY.
 GG0324
 GG0324                          STATION RECOVERY (2016)
 GG0324
 GG0324'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2016 (MWF)
 GG0324'NO EVIDENCE OF THE MONUMENT FOUND ARE APPEARS TO HAVE BEEN BULL DOZED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0415 ***********************************************************************
 EK0415  DESIGNATION -  Z 65
 EK0415  PID         -  EK0415
 EK0415  STATE/COUNTY-  OK/PUSHMATAHA
 EK0415  COUNTRY     -  US
 EK0415  USGS QUAD   -  STANLEY (2019)
 EK0415
 EK0415                         *CURRENT SURVEY CONTROL
 EK0415  ______________________________________________________________________
 EK0415* NAD 83(1986) POSITION- 34 32 30.     (N) 095 27 58.     (W)   SCALED
 EK0415* NAVD 88 ORTHO HEIGHT -   159.563 (meters)      523.50  (feet) ADJUSTED
 EK0415  ______________________________________________________________________
 EK0415  GEOID HEIGHT    -        -31.100 (meters)                     GEOID18
 EK0415  DYNAMIC HEIGHT  -        159.391 (meters)      522.94  (feet) COMP
 EK0415  MODELED GRAVITY -    979,555.8   (mgal)                       NAVD 88
 EK0415
 EK0415  VERT ORDER      -  SECOND    CLASS 0
 EK0415
 EK0415.The horizontal coordinates were scaled from a map and have
 EK0415.an estimated accuracy of +/- 6 seconds.
 EK0415
 EK0415.The orthometric height was determined by differential leveling and
 EK0415.adjusted by the NATIONAL GEODETIC SURVEY
 EK0415.in June 1991.
 EK0415
 EK0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0415.GEOID18 height accuracy estimate available here.
 EK0415
 EK0415.Click photographs - Photos may exist for this station.
 EK0415
 EK0415.The dynamic height is computed by dividing the NAVD 88
 EK0415.geopotential number by the normal gravity value computed on the
 EK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0415.degrees latitude (g = 980.6199 gals.).
 EK0415
 EK0415.The modeled gravity was interpolated from observed gravity values.
 EK0415
 EK0415;                    North         East    Units  Estimated Accuracy
 EK0415;SPC OK S     -   136,950.      832,560.      MT  (+/- 180 meters Scaled)
 EK0415
 EK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STU736249(NAD 83)
 EK0415
 EK0415                          SUPERSEDED SURVEY CONTROL
 EK0415
 EK0415  NGVD 29 (??/??/92)  159.474  (m)          523.21   (f) ADJ UNCH    2 0
 EK0415
 EK0415.Superseded values are not recommended for survey control.
 EK0415
 EK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0415.See file dsdata.pdf to determine how the superseded data were derived.
 EK0415
 EK0415_MARKER: DB = BENCH MARK DISK
 EK0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0415_STAMPING: Z 65 1934
 EK0415_MARK LOGO: CGS
 EK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0415+STABILITY: SURFACE MOTION
 EK0415
 EK0415  HISTORY     - Date     Condition        Report By
 EK0415  HISTORY     - 1934     MONUMENTED       CGS
 EK0415  HISTORY     - 1960     GOOD             CGS
 EK0415
 EK0415                          STATION DESCRIPTION
 EK0415
 EK0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0415'AT STANLEY.
 EK0415'AT STANLEY, PUSHMATAHA COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0415'RAILWAY, ABOUT 1 POLE NORTH OF THE FIFTEENTH POLE SOUTH OF
 EK0415'MILEPOST 514, ABOUT 130 FEET SOUTH OF A CROSSING, 25 FEET
 EK0415'EAST OF THE MAIN TRACK, AND 20 FEET NORTH OF A SWITCH TRACK.
 EK0415'A STANDARD DISK, STAMPED Z 65 1934 AND SET IN THE TOP OF A
 EK0415'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0405 ***********************************************************************
 EK0405  DESIGNATION -  Z 66
 EK0405  PID         -  EK0405
 EK0405  STATE/COUNTY-  OK/LE FLORE
 EK0405  COUNTRY     -  US
 EK0405  USGS QUAD   -  LEFLORE (2018)
 EK0405
 EK0405                         *CURRENT SURVEY CONTROL
 EK0405  ______________________________________________________________________
 EK0405* NAD 83(1986) POSITION- 34 55 45.     (N) 094 53 35.     (W)   SCALED
 EK0405* NAVD 88 ORTHO HEIGHT -   150.276 (meters)      493.03  (feet) ADJUSTED
 EK0405  ______________________________________________________________________
 EK0405  GEOID HEIGHT    -        -31.672 (meters)                     GEOID18
 EK0405  DYNAMIC HEIGHT  -        150.120 (meters)      492.52  (feet) COMP
 EK0405  MODELED GRAVITY -    979,600.1   (mgal)                       NAVD 88
 EK0405
 EK0405  VERT ORDER      -  SECOND    CLASS 0
 EK0405
 EK0405.The horizontal coordinates were scaled from a map and have
 EK0405.an estimated accuracy of +/- 6 seconds.
 EK0405
 EK0405.The orthometric height was determined by differential leveling and
 EK0405.adjusted by the NATIONAL GEODETIC SURVEY
 EK0405.in June 1991.
 EK0405
 EK0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0405.GEOID18 height accuracy estimate available here.
 EK0405
 EK0405.Click photographs - Photos may exist for this station.
 EK0405
 EK0405.The dynamic height is computed by dividing the NAVD 88
 EK0405.geopotential number by the normal gravity value computed on the
 EK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0405.degrees latitude (g = 980.6199 gals.).
 EK0405
 EK0405.The modeled gravity was interpolated from observed gravity values.
 EK0405
 EK0405;                    North         East    Units  Estimated Accuracy
 EK0405;SPC OK S     -   181,390.      883,810.      MT  (+/- 180 meters Scaled)
 EK0405
 EK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU270668(NAD 83)
 EK0405
 EK0405                          SUPERSEDED SURVEY CONTROL
 EK0405
 EK0405  NGVD 29 (??/??/92)  150.168  (m)          492.68   (f) ADJ UNCH    2 0
 EK0405
 EK0405.Superseded values are not recommended for survey control.
 EK0405
 EK0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0405.See file dsdata.pdf to determine how the superseded data were derived.
 EK0405
 EK0405_MARKER: DB = BENCH MARK DISK
 EK0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0405_STAMPING: Z 66 1934
 EK0405_MARK LOGO: CGS
 EK0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0405+STABILITY: SURFACE MOTION
 EK0405
 EK0405  HISTORY     - Date     Condition        Report By
 EK0405  HISTORY     - 1934     MONUMENTED       CGS
 EK0405  HISTORY     - 1959     GOOD             CGS
 EK0405  HISTORY     - 1964     POOR             USGS
 EK0405
 EK0405                          STATION DESCRIPTION
 EK0405
 EK0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EK0405'AT FOLSOM.
 EK0405'AT FOLSOM, LE FLORE COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 EK0405'RAILWAY, ABOUT 20 FEET WEST OF THE THIRD POLE WEST OF MILEPOST
 EK0405'463, AT THE SWITCH, AT A COUNTY-ROAD CROSSING, 40 FEET EAST
 EK0405'OF THE ROAD, AND ABOUT 60 FEET NORTH OF THE TRACK.  A STANDARD
 EK0405'DISK, STAMPED Z 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EK0405'NOTE-- THE MARK WAS RECOVERED ALONG AN ABANDONED SECTION OF THE
 EK0405'RAILROAD.  THING REMAINS AT FOLSOM.  IT WAS RECOVERED TO THE NORTH
 EK0405'OF THE OLD GRADE AT A DIM ROAD CROSSING.  A PLAINER ROAD LEADS
 EK0405'SOUTH FROM THE GRADE.
 EK0405
 EK0405                          STATION RECOVERY (1964)
 EK0405
 EK0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EK0405'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0184 ***********************************************************************
 FJ0184  DESIGNATION -  Z 7
 FJ0184  PID         -  FJ0184
 FJ0184  STATE/COUNTY-  OK/LINCOLN
 FJ0184  COUNTRY     -  US
 FJ0184  USGS QUAD   -  ARLINGTON (2018)
 FJ0184
 FJ0184                         *CURRENT SURVEY CONTROL
 FJ0184  ______________________________________________________________________
 FJ0184* NAD 83(1986) POSITION- 35 31 13.     (N) 096 43 06.     (W)   SCALED
 FJ0184* NAVD 88 ORTHO HEIGHT -   262.390 (meters)      860.86  (feet) ADJUSTED
 FJ0184  ______________________________________________________________________
 FJ0184  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 FJ0184  DYNAMIC HEIGHT  -        262.143 (meters)      860.05  (feet) COMP
 FJ0184  MODELED GRAVITY -    979,687.5   (mgal)                       NAVD 88
 FJ0184
 FJ0184  VERT ORDER      -  FIRST     CLASS II
 FJ0184
 FJ0184.The horizontal coordinates were scaled from a map and have
 FJ0184.an estimated accuracy of +/- 6 seconds.
 FJ0184
 FJ0184.The orthometric height was determined by differential leveling and
 FJ0184.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0184.in June 1991.
 FJ0184
 FJ0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0184.GEOID18 height accuracy estimate available here.
 FJ0184
 FJ0184.Click photographs - Photos may exist for this station.
 FJ0184
 FJ0184.The dynamic height is computed by dividing the NAVD 88
 FJ0184.geopotential number by the normal gravity value computed on the
 FJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0184.degrees latitude (g = 980.6199 gals.).
 FJ0184
 FJ0184.The modeled gravity was interpolated from observed gravity values.
 FJ0184
 FJ0184;                    North         East    Units  Estimated Accuracy
 FJ0184;SPC OK N     -    58,490.      716,250.      MT  (+/- 180 meters Scaled)
 FJ0184
 FJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQE068331(NAD 83)
 FJ0184
 FJ0184                          SUPERSEDED SURVEY CONTROL
 FJ0184
 FJ0184  NGVD 29 (??/??/92)  262.297  (m)          860.55   (f) ADJ UNCH    1 2
 FJ0184
 FJ0184.Superseded values are not recommended for survey control.
 FJ0184
 FJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0184.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0184
 FJ0184_MARKER: DB = BENCH MARK DISK
 FJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0184_STAMPING: Z 7 1933 860.553
 FJ0184_MARK LOGO: CGS
 FJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0184+STABILITY: SURFACE MOTION
 FJ0184
 FJ0184  HISTORY     - Date     Condition        Report By
 FJ0184  HISTORY     - 1933     MONUMENTED       CGS
 FJ0184  HISTORY     - 1934     GOOD             CGS
 FJ0184
 FJ0184                          STATION DESCRIPTION
 FJ0184
 FJ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0184'3.5 MI NW FROM PRAGUE.
 FJ0184'3 1/2 MILES NW. OF PRAGUE ON FT. S. AND W. R.R. AT MP 162/ 07 1/2.
 FJ0184'40 FEET W. OF TRACK AND 90 FEET S. OF ROAD CROSSING.
 FJ0184
 FJ0184                          STATION RECOVERY (1934)
 FJ0184
 FJ0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0240 ***********************************************************************
 GG0240  DESIGNATION -  Z 70
 GG0240  PID         -  GG0240
 GG0240  STATE/COUNTY-  OK/OTTAWA
 GG0240  COUNTRY     -  US
 GG0240  USGS QUAD   -  WYANDOTTE (2018)
 GG0240
 GG0240                         *CURRENT SURVEY CONTROL
 GG0240  ______________________________________________________________________
 GG0240* NAD 83(1986) POSITION- 36 46 08.25   (N) 094 42 58.18   (W)   HD_HELD1
 GG0240* NAVD 88 ORTHO HEIGHT -   283.559 (meters)      930.31  (feet) ADJUSTED
 GG0240  ______________________________________________________________________
 GG0240  GEOID HEIGHT    -        -29.124 (meters)                     GEOID18
 GG0240  DYNAMIC HEIGHT  -        283.326 (meters)      929.55  (feet) COMP
 GG0240  MODELED GRAVITY -    979,803.9   (mgal)                       NAVD 88
 GG0240
 GG0240  VERT ORDER      -  SECOND    CLASS 0
 GG0240
 GG0240.The horizontal coordinates were determined by differentially corrected
 GG0240.hand held GPS observations or other comparable positioning techniques
 GG0240.and have an estimated accuracy of +/- 3 meters.
 GG0240
 GG0240.The orthometric height was determined by differential leveling and
 GG0240.adjusted by the NATIONAL GEODETIC SURVEY
 GG0240.in June 1991.
 GG0240
 GG0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0240.GEOID18 height accuracy estimate available here.
 GG0240
 GG0240.Click photographs - Photos may exist for this station.
 GG0240
 GG0240.The dynamic height is computed by dividing the NAVD 88
 GG0240.geopotential number by the normal gravity value computed on the
 GG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0240.degrees latitude (g = 980.6199 gals.).
 GG0240
 GG0240.The modeled gravity was interpolated from observed gravity values.
 GG0240
 GG0240;                    North         East    Units  Estimated Accuracy
 GG0240;SPC OK N     -   201,235.3     893,126.2     MT  (+/- 3 meters HH1 GPS) 
 GG0240
 GG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4683570615(NAD 83)
 GG0240
 GG0240                          SUPERSEDED SURVEY CONTROL
 GG0240
 GG0240  NGVD 29 (??/??/92)  283.458  (m)          929.98   (f) ADJ UNCH    2 0
 GG0240
 GG0240.Superseded values are not recommended for survey control.
 GG0240
 GG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0240.See file dsdata.pdf to determine how the superseded data were derived.
 GG0240
 GG0240_MARKER: DB = BENCH MARK DISK
 GG0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0240_STAMPING: Z 70 1934
 GG0240_MARK LOGO: CGS
 GG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0240+STABILITY: SURFACE MOTION
 GG0240
 GG0240  HISTORY     - Date     Condition        Report By
 GG0240  HISTORY     - 1934     MONUMENTED       CGS
 GG0240  HISTORY     - 1959     GOOD             CGS
 GG0240
 GG0240                          STATION DESCRIPTION
 GG0240
 GG0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GG0240'2.2 MI S FROM WYANDOTTE.
 GG0240'1.7 MILES SOUTH AND 0.5 MILES EAST OF WYANDOTTE, OTTAWA COUNTY,
 GG0240'TS 26 AND 27 N. R 24 E, NEAR CORNER OF SECTIONS 3, 4, 33 AND
 GG0240'34, 227 FEET SOUTH AND 24 FEET WEST OF T-ROAD LEADING WEST, 3
 GG0240'FEET EAST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED
 GG0240'Z 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0718 ***********************************************************************
 GK0718  DESIGNATION -  Z 71
 GK0718  PID         -  GK0718
 GK0718  STATE/COUNTY-  OK/TEXAS
 GK0718  COUNTRY     -  US
 GK0718  USGS QUAD   -  TEXHOMA NW (2018)
 GK0718
 GK0718                         *CURRENT SURVEY CONTROL
 GK0718  ______________________________________________________________________
 GK0718* NAD 83(1986) POSITION- 36 43 07.     (N) 101 53 19.     (W)   SCALED
 GK0718* NAVD 88 ORTHO HEIGHT -  1069.997 (meters)     3510.48  (feet) ADJUSTED
 GK0718  ______________________________________________________________________
 GK0718  GEOID HEIGHT    -        -25.362 (meters)                     GEOID18
 GK0718  DYNAMIC HEIGHT  -       1068.869 (meters)     3506.78  (feet) COMP
 GK0718  MODELED GRAVITY -    979,541.0   (mgal)                       NAVD 88
 GK0718
 GK0718  VERT ORDER      -  SECOND    CLASS 0
 GK0718
 GK0718.The horizontal coordinates were scaled from a map and have
 GK0718.an estimated accuracy of +/- 6 seconds.
 GK0718
 GK0718.The orthometric height was determined by differential leveling and
 GK0718.adjusted by the NATIONAL GEODETIC SURVEY
 GK0718.in June 1991.
 GK0718
 GK0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0718.GEOID18 height accuracy estimate available here.
 GK0718
 GK0718.Click photographs - Photos may exist for this station.
 GK0718
 GK0718.The dynamic height is computed by dividing the NAVD 88
 GK0718.geopotential number by the normal gravity value computed on the
 GK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0718.degrees latitude (g = 980.6199 gals.).
 GK0718
 GK0718.The modeled gravity was interpolated from observed gravity values.
 GK0718
 GK0718;                    North         East    Units  Estimated Accuracy
 GK0718;SPC OK N     -   197,650.      252,690.      MT  (+/- 180 meters Scaled)
 GK0718
 GK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF420675(NAD 83)
 GK0718
 GK0718                          SUPERSEDED SURVEY CONTROL
 GK0718
 GK0718  NGVD 29 (??/??/92) 1069.518  (m)         3508.91   (f) ADJ UNCH    2 0
 GK0718
 GK0718.Superseded values are not recommended for survey control.
 GK0718
 GK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0718.See file dsdata.pdf to determine how the superseded data were derived.
 GK0718
 GK0718_MARKER: DB = BENCH MARK DISK
 GK0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0718_STAMPING: Z 71 1935
 GK0718_MARK LOGO: CGS
 GK0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0718+STABILITY: SURFACE MOTION
 GK0718
 GK0718  HISTORY     - Date     Condition        Report By
 GK0718  HISTORY     - 1935     MONUMENTED       CGS
 GK0718  HISTORY     - 19980504 GOOD             OKDOT
 GK0718
 GK0718                          STATION DESCRIPTION
 GK0718
 GK0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0718'6.5 MI S FROM EVA.
 GK0718'6.5 MILES SOUTH ALONG THE TEXHOMA ROAD FROM EVA, TEXAS COUNTY, ABOUT
 GK0718'200 YARDS NORTHEAST OF A FARMHOUSE, AT THE TOP OF A HILL, AT THE
 GK0718'SOUTHEAST CORNER OF THE JUNCTION OF A ROAD, ABOUT 70 FEET EAST OF THE
 GK0718'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND 25 FEET EAST OF A ROW OF
 GK0718'POLES. A STANDARD DISK, STAMPED Z 71 1935 AND SET IN THE TOP OF
 GK0718'CONCRETE POST.
 GK0718
 GK0718                          STATION RECOVERY (1998)
 GK0718
 GK0718'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1998 (LDR)
 GK0718'TO REACH THE STATION FROM THE JUNCTION OF US 64 AND SH 95 AT FOUR
 GK0718'CORNERS, GO EAST ON US 64 FOR 1.0 MILE (1.6 KM) TO A CROSS ROAD. TURN
 GK0718'RIGHT AND GO SOUTH ON A GRAVEL COUNTY ROAD FOR 3.0 MILES (4.8 KM) TO
 GK0718'THE MARK ON THE LEFT.  IT IS 65 FEET (19.8 M) EAST OF THE CENTERLINE
 GK0718'OF THE COUNTY ROAD, 35 FEET (10.7 M) EAST OF THE EAST ROAD
 GK0718'RIGHT-OF-WAY FENCE, 22 FEET (6.7 M) SOUTH OF THE CENTERLINE OF A FIELD
 GK0718'ROAD EAST, 22 FEET (6.7 M) SOUTH OF THE CENTERLINE OF A COUNTY ROAD
 GK0718'WEST, 2.5 FEET (0.8 M) NORTH OF A EAST-WEST FENCE LINE, 1 FOOT (0.3 M)
 GK0718'WEST OF A STEEL OKDOT WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GK0718'THAT PROJECTS 4 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0009 ***********************************************************************
 GL0009  DESIGNATION -  Z 72
 GL0009  PID         -  GL0009
 GL0009  STATE/COUNTY-  OK/CIMARRON
 GL0009  COUNTRY     -  US
 GL0009  USGS QUAD   -  KEYES EAST (2018)
 GL0009
 GL0009                         *CURRENT SURVEY CONTROL
 GL0009  ______________________________________________________________________
 GL0009* NAD 83(1986) POSITION- 36 45 44.     (N) 102 09 28.     (W)   SCALED
 GL0009* NAVD 88 ORTHO HEIGHT -  1177.767 (meters)     3864.06  (feet) ADJUSTED
 GL0009  ______________________________________________________________________
 GL0009  GEOID HEIGHT    -        -24.578 (meters)                     GEOID18
 GL0009  DYNAMIC HEIGHT  -       1176.508 (meters)     3859.93  (feet) COMP
 GL0009  MODELED GRAVITY -    979,522.1   (mgal)                       NAVD 88
 GL0009
 GL0009  VERT ORDER      -  SECOND    CLASS 0
 GL0009
 GL0009.The horizontal coordinates were scaled from a map and have
 GL0009.an estimated accuracy of +/- 6 seconds.
 GL0009
 GL0009.The orthometric height was determined by differential leveling and
 GL0009.adjusted by the NATIONAL GEODETIC SURVEY
 GL0009.in June 1991.
 GL0009
 GL0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0009.GEOID18 height accuracy estimate available here.
 GL0009
 GL0009.Click photographs - Photos may exist for this station.
 GL0009
 GL0009.The dynamic height is computed by dividing the NAVD 88
 GL0009.geopotential number by the normal gravity value computed on the
 GL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0009.degrees latitude (g = 980.6199 gals.).
 GL0009
 GL0009.The modeled gravity was interpolated from observed gravity values.
 GL0009
 GL0009;                    North         East    Units  Estimated Accuracy
 GL0009;SPC OK N     -   203,480.      228,870.      MT  (+/- 180 meters Scaled)
 GL0009
 GL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA537722(NAD 83)
 GL0009
 GL0009                          SUPERSEDED SURVEY CONTROL
 GL0009
 GL0009.No superseded survey control is available for this station.
 GL0009
 GL0009_MARKER: DB = BENCH MARK DISK
 GL0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0009_SP_SET: BOX CULVERT HEADWALL
 GL0009_STAMPING: Z 72 1935
 GL0009_MARK LOGO: CGS
 GL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0009+STABILITY: SURFACE MOTION
 GL0009
 GL0009  HISTORY     - Date     Condition        Report By
 GL0009  HISTORY     - 1935     MONUMENTED       CGS
 GL0009  HISTORY     - 1939     GOOD             USGS
 GL0009
 GL0009                          STATION DESCRIPTION
 GL0009
 GL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0009'22.0 MI E FROM BOISE CITY.
 GL0009'22.0 MI. E. OF ALONG U.S. HWY. NO. 64 AT A CROSS ROAD, ON THE CONC.
 GL0009'CURB OF A BOX CULVERT, AT THE W. END OF THE CULVERT, 20 FT. N. OF THE
 GL0009'CENTER LINE OF THE HWY., AND 95 FT. E. OF THE CENTER LINE OF THE CROSS
 GL0009'ROAD.  NEAR THE SOUTHWEST CORNER OF SECTION 36, T 3 N, R 9 E.
 GL0009
 GL0009                          STATION RECOVERY (1939)
 GL0009
 GL0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 GL0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0351 ***********************************************************************
 GL0351  DESIGNATION -  Z 73
 GL0351  PID         -  GL0351
 GL0351  STATE/COUNTY-  OK/CIMARRON
 GL0351  COUNTRY     -  US
 GL0351  USGS QUAD   -  WHEELESS (2018)
 GL0351
 GL0351                         *CURRENT SURVEY CONTROL
 GL0351  ______________________________________________________________________
 GL0351* NAD 83(1986) POSITION- 36 43 09.     (N) 102 58 59.     (W)   SCALED
 GL0351* NAVD 88 ORTHO HEIGHT -  1470.436 (meters)     4824.26  (feet) ADJUSTED
 GL0351  ______________________________________________________________________
 GL0351  GEOID HEIGHT    -        -22.423 (meters)                     GEOID18
 GL0351  DYNAMIC HEIGHT  -       1468.756 (meters)     4818.74  (feet) COMP
 GL0351  MODELED GRAVITY -    979,437.5   (mgal)                       NAVD 88
 GL0351
 GL0351  VERT ORDER      -  SECOND    CLASS 0
 GL0351
 GL0351.The horizontal coordinates were scaled from a map and have
 GL0351.an estimated accuracy of +/- 6 seconds.
 GL0351
 GL0351.The orthometric height was determined by differential leveling and
 GL0351.adjusted by the NATIONAL GEODETIC SURVEY
 GL0351.in June 1991.
 GL0351
 GL0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0351.GEOID18 height accuracy estimate available here.
 GL0351
 GL0351.Click photographs - Photos may exist for this station.
 GL0351
 GL0351.The dynamic height is computed by dividing the NAVD 88
 GL0351.geopotential number by the normal gravity value computed on the
 GL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0351.degrees latitude (g = 980.6199 gals.).
 GL0351
 GL0351.The modeled gravity was interpolated from observed gravity values.
 GL0351
 GL0351;                    North         East    Units  Estimated Accuracy
 GL0351;SPC OK N     -   202,170.      155,020.      MT  (+/- 180 meters Scaled)
 GL0351
 GL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA801656(NAD 83)
 GL0351
 GL0351                          SUPERSEDED SURVEY CONTROL
 GL0351
 GL0351  NGVD 29 (??/??/92) 1469.749  (m)         4822.00   (f) ADJ UNCH    2 0
 GL0351
 GL0351.Superseded values are not recommended for survey control.
 GL0351
 GL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0351.See file dsdata.pdf to determine how the superseded data were derived.
 GL0351
 GL0351_MARKER: DB = BENCH MARK DISK
 GL0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0351_STAMPING: Z 73 1935
 GL0351_MARK LOGO: CGS
 GL0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0351+STABILITY: SURFACE MOTION
 GL0351
 GL0351  HISTORY     - Date     Condition        Report By
 GL0351  HISTORY     - 1935     MONUMENTED       CGS
 GL0351  HISTORY     - 1941     GOOD             CGS
 GL0351  HISTORY     - 1966     MARK NOT FOUND   USGS
 GL0351
 GL0351                          STATION DESCRIPTION
 GL0351
 GL0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0351'IN MEXHOMA.
 GL0351'BENCH MARK IS AT MEXHOMA, AT THE NORTHEAST CORNER OF THE POSTMASTERS
 GL0351'YARD FENCE.  ABOUT 150.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 GL0351'ROAD.  28.0 FEET WEST OF A NORTH-SOUTH ROAD.  2.0 FEET SOUTH OF A 4 X
 GL0351'4 INCH WOODEN MARKER POST.  A STANDARD DISK SET IN CONCRETE POST
 GL0351'PROJECTING 0.8 FOOT, NEAR THE NORTHEAST CORNER OF SECTION 19, T 3 N, R
 GL0351'1 E.
 GL0351
 GL0351                          STATION RECOVERY (1966)
 GL0351
 GL0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL0351'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GL0010 ***********************************************************************
 GL0010  DESIGNATION -  Z 74
 GL0010  PID         -  GL0010
 GL0010  STATE/COUNTY-  OK/CIMARRON
 GL0010  COUNTRY     -  US
 GL0010  USGS QUAD   -  KEYES EAST (2018)
 GL0010
 GL0010                         *CURRENT SURVEY CONTROL
 GL0010  ______________________________________________________________________
 GL0010* NAD 83(1986) POSITION- 36 45 44.     (N) 102 10 11.     (W)   SCALED
 GL0010* NAVD 88 ORTHO HEIGHT -  1180.157 (meters)     3871.90  (feet) ADJUSTED
 GL0010  ______________________________________________________________________
 GL0010  GEOID HEIGHT    -        -24.546 (meters)                     GEOID18
 GL0010  DYNAMIC HEIGHT  -       1178.895 (meters)     3867.76  (feet) COMP
 GL0010  MODELED GRAVITY -    979,521.4   (mgal)                       NAVD 88
 GL0010
 GL0010  VERT ORDER      -  SECOND    CLASS 0
 GL0010
 GL0010.The horizontal coordinates were scaled from a map and have
 GL0010.an estimated accuracy of +/- 6 seconds.
 GL0010
 GL0010.The orthometric height was determined by differential leveling and
 GL0010.adjusted by the NATIONAL GEODETIC SURVEY
 GL0010.in June 1991.
 GL0010
 GL0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 GL0010.GEOID18 height accuracy estimate available here.
 GL0010
 GL0010.Click photographs - Photos may exist for this station.
 GL0010
 GL0010.The dynamic height is computed by dividing the NAVD 88
 GL0010.geopotential number by the normal gravity value computed on the
 GL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0010.degrees latitude (g = 980.6199 gals.).
 GL0010
 GL0010.The modeled gravity was interpolated from observed gravity values.
 GL0010
 GL0010;                    North         East    Units  Estimated Accuracy
 GL0010;SPC OK N     -   203,520.      227,810.      MT  (+/- 180 meters Scaled)
 GL0010
 GL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA526722(NAD 83)
 GL0010
 GL0010                          SUPERSEDED SURVEY CONTROL
 GL0010
 GL0010.No superseded survey control is available for this station.
 GL0010
 GL0010_MARKER: DB = BENCH MARK DISK
 GL0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL0010_SP_SET: BOX CULVERT HEADWALL
 GL0010_STAMPING: Z 74 1935
 GL0010_MARK LOGO: CGS
 GL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0010+STABILITY: SURFACE MOTION
 GL0010
 GL0010  HISTORY     - Date     Condition        Report By
 GL0010  HISTORY     - 1935     MONUMENTED       CGS
 GL0010  HISTORY     - 1939     GOOD             USGS
 GL0010
 GL0010                          STATION DESCRIPTION
 GL0010
 GL0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0010'21.3 MI E FROM BOISE CITY.
 GL0010'21.3 MI. E. OF ALONG U.S. HWY. NO. 64 ABOUT 0.3 MI. E. OF A CROSS
 GL0010'ROAD, ON THE S. CURB OF A CONCRETE BOX CULVERT, AT THE E. END OF THE
 GL0010'CULVERT, AND 20 FT. S. OF THE CENTER LINE OF THE HWY. 0.3 MILES EAST
 GL0010'OF THE NORTHWEST CORNER OF SECTION 2, T 3 N, R 8 E.
 GL0010
 GL0010                          STATION RECOVERY (1939)
 GL0010
 GL0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 GL0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GK0278 ***********************************************************************
 GK0278  DESIGNATION -  Z 75
 GK0278  PID         -  GK0278
 GK0278  STATE/COUNTY-  OK/TEXAS
 GK0278  COUNTRY     -  US
 GK0278  USGS QUAD   -  GUYMON (2018)
 GK0278
 GK0278                         *CURRENT SURVEY CONTROL
 GK0278  ______________________________________________________________________
 GK0278* NAD 83(1986) POSITION- 36 42 41.     (N) 101 29 14.     (W)   SCALED
 GK0278* NAVD 88 ORTHO HEIGHT -   922.408 (meters)     3026.27  (feet) ADJUSTED
 GK0278  ______________________________________________________________________
 GK0278  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 GK0278  DYNAMIC HEIGHT  -        921.457 (meters)     3023.15  (feet) COMP
 GK0278  MODELED GRAVITY -    979,570.3   (mgal)                       NAVD 88
 GK0278
 GK0278  VERT ORDER      -  SECOND    CLASS 0
 GK0278
 GK0278.The horizontal coordinates were scaled from a map and have
 GK0278.an estimated accuracy of +/- 6 seconds.
 GK0278
 GK0278.The orthometric height was determined by differential leveling and
 GK0278.adjusted by the NATIONAL GEODETIC SURVEY
 GK0278.in June 1991.
 GK0278
 GK0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 GK0278.GEOID18 height accuracy estimate available here.
 GK0278
 GK0278.Click photographs - Photos may exist for this station.
 GK0278
 GK0278.The dynamic height is computed by dividing the NAVD 88
 GK0278.geopotential number by the normal gravity value computed on the
 GK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0278.degrees latitude (g = 980.6199 gals.).
 GK0278
 GK0278.The modeled gravity was interpolated from observed gravity values.
 GK0278
 GK0278;                    North         East    Units  Estimated Accuracy
 GK0278;SPC OK N     -   195,480.      288,500.      MT  (+/- 180 meters Scaled)
 GK0278
 GK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF778657(NAD 83)
 GK0278
 GK0278                          SUPERSEDED SURVEY CONTROL
 GK0278
 GK0278  NGVD 29 (??/??/92)  921.973  (m)         3024.84   (f) ADJ UNCH    2 0
 GK0278
 GK0278.Superseded values are not recommended for survey control.
 GK0278
 GK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0278.See file dsdata.pdf to determine how the superseded data were derived.
 GK0278
 GK0278_MARKER: DB = BENCH MARK DISK
 GK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0278_STAMPING: Z 75 1935
 GK0278_MARK LOGO: CGS
 GK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0278+STABILITY: SURFACE MOTION
 GK0278
 GK0278  HISTORY     - Date     Condition        Report By
 GK0278  HISTORY     - 1935     MONUMENTED       CGS
 GK0278
 GK0278                          STATION DESCRIPTION
 GK0278
 GK0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0278'2.0 MI N FROM GUYMON.
 GK0278'2.0 MI N ALONG US HWY NO. 64 AND ROAD TO PONY CREEK 0.6 MI SE OF
 GK0278'BRIDGE OVER CANADIAN RIVER.  ABOUT 53 FEET W OF THE CENTERLINE OF THE
 GK0278'HWY, 2 FT W OF A FENCE POST, AND 1 1/2 FT W OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0220 ***********************************************************************
 FH0220  DESIGNATION -  Z 76
 FH0220  PID         -  FH0220
 FH0220  STATE/COUNTY-  OK/SEQUOYAH
 FH0220  COUNTRY     -  US
 FH0220  USGS QUAD   -  FORT SMITH (2017)
 FH0220
 FH0220                         *CURRENT SURVEY CONTROL
 FH0220  ______________________________________________________________________
 FH0220* NAD 83(1986) POSITION- 35 23 25.     (N) 094 28 03.     (W)   SCALED
 FH0220* NAVD 88 ORTHO HEIGHT -   126.604 (meters)      415.37  (feet) ADJUSTED
 FH0220  ______________________________________________________________________
 FH0220  GEOID HEIGHT    -        -30.139 (meters)                     GEOID18
 FH0220  DYNAMIC HEIGHT  -        126.486 (meters)      414.98  (feet) COMP
 FH0220  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 FH0220
 FH0220  VERT ORDER      -  SECOND    CLASS 0
 FH0220
 FH0220.The horizontal coordinates were scaled from a map and have
 FH0220.an estimated accuracy of +/- 6 seconds.
 FH0220
 FH0220.The orthometric height was determined by differential leveling and
 FH0220.adjusted by the NATIONAL GEODETIC SURVEY
 FH0220.in June 1991.
 FH0220
 FH0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0220.GEOID18 height accuracy estimate available here.
 FH0220
 FH0220.Click photographs - Photos may exist for this station.
 FH0220
 FH0220.The dynamic height is computed by dividing the NAVD 88
 FH0220.geopotential number by the normal gravity value computed on the
 FH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0220.degrees latitude (g = 980.6199 gals.).
 FH0220
 FH0220.The modeled gravity was interpolated from observed gravity values.
 FH0220
 FH0220;                    North         East    Units  Estimated Accuracy
 FH0220;SPC OK N     -    49,140.      920,880.      MT  (+/- 180 meters Scaled)
 FH0220
 FH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV667173(NAD 83)
 FH0220
 FH0220                          SUPERSEDED SURVEY CONTROL
 FH0220
 FH0220  NGVD 29 (??/??/92)  126.516  (m)          415.08   (f) ADJ UNCH    2 0
 FH0220
 FH0220.Superseded values are not recommended for survey control.
 FH0220
 FH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0220.See file dsdata.pdf to determine how the superseded data were derived.
 FH0220
 FH0220_MARKER: DB = BENCH MARK DISK
 FH0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0220_STAMPING: Z 76 1940
 FH0220_MARK LOGO: CGS
 FH0220_PROJECTION: PROJECTING 15 CENTIMETERS
 FH0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0220+STABILITY: SURFACE MOTION
 FH0220
 FH0220  HISTORY     - Date     Condition        Report By
 FH0220  HISTORY     - 1940     MONUMENTED       CGS
 FH0220  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0220
 FH0220                          STATION DESCRIPTION
 FH0220
 FH0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0220'1 MI SW FROM MOFFETT.
 FH0220'TO REACH FROM SCHOOL BUILDING IN MOFFETT PROCEED WESTWARD ON
 FH0220'U.S. HIGHWAY NO. 64, GO 1.0 MILE.  BENCH MARK IS 29 FEET SOUTH
 FH0220'OF CENTER LINE OF U.S. HIGHWAY NO. 64, 25 FEET NORTHEAST OF
 FH0220'NORTHEAST CORNER OF FARM HOUSE, 11.6 FEET EAST OF POWER POLE, 2
 FH0220'FEET NORTH OF FENCE LINE, 2.5 FEET WEST OF 4 X 4 INCH WOOD POST
 FH0220'PAINTED WHITE PROJECTING 18 INCHES.  MONUMENT PROJECTS 0.5 FOOT.
 FH0220'NOTE-- U.S. HWY 64 HAS BEEN REROUTED AND NOW PASSES 1 MI N OF THE
 FH0220'1940 LOCATION.  THE ONLY HOUSE IN THE VICINITY OF THE ORIGINAL
 FH0220'LOCATION IS 1.1 MI W OF THE MOFFETT.
 FH0220
 FH0220                          STATION RECOVERY (1959)
 FH0220
 FH0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 FH0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0601 ***********************************************************************
 FH0601  DESIGNATION -  Z 77
 FH0601  PID         -  FH0601
 FH0601  STATE/COUNTY-  OK/MUSKOGEE
 FH0601  COUNTRY     -  US
 FH0601  USGS QUAD   -  STIGLER NE (2018)
 FH0601
 FH0601                         *CURRENT SURVEY CONTROL
 FH0601  ______________________________________________________________________
 FH0601* NAD 83(1986) POSITION- 35 25 13.     (N) 095 05 48.     (W)   SCALED
 FH0601* NAVD 88 ORTHO HEIGHT -   151.127 (meters)      495.82  (feet) ADJUSTED
 FH0601  ______________________________________________________________________
 FH0601  GEOID HEIGHT    -        -30.124 (meters)                     GEOID18
 FH0601  DYNAMIC HEIGHT  -        150.985 (meters)      495.36  (feet) COMP
 FH0601  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 FH0601
 FH0601  VERT ORDER      -  SECOND    CLASS 0
 FH0601
 FH0601.The horizontal coordinates were scaled from a map and have
 FH0601.an estimated accuracy of +/- 6 seconds.
 FH0601
 FH0601.The orthometric height was determined by differential leveling and
 FH0601.adjusted by the NATIONAL GEODETIC SURVEY
 FH0601.in June 1991.
 FH0601
 FH0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0601.GEOID18 height accuracy estimate available here.
 FH0601
 FH0601.Click photographs - Photos may exist for this station.
 FH0601
 FH0601.The dynamic height is computed by dividing the NAVD 88
 FH0601.geopotential number by the normal gravity value computed on the
 FH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0601.degrees latitude (g = 980.6199 gals.).
 FH0601
 FH0601.The modeled gravity was interpolated from observed gravity values.
 FH0601
 FH0601;                    North         East    Units  Estimated Accuracy
 FH0601;SPC OK N     -    50,570.      863,650.      MT  (+/- 180 meters Scaled)
 FH0601
 FH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV096216(NAD 83)
 FH0601
 FH0601                          SUPERSEDED SURVEY CONTROL
 FH0601
 FH0601  NGVD 29 (??/??/92)  151.012  (m)          495.45   (f) ADJ UNCH    2 0
 FH0601
 FH0601.Superseded values are not recommended for survey control.
 FH0601
 FH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0601.See file dsdata.pdf to determine how the superseded data were derived.
 FH0601
 FH0601_MARKER: DB = BENCH MARK DISK
 FH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0601_STAMPING: Z 77 1940
 FH0601_MARK LOGO: CGS
 FH0601_PROJECTION: PROJECTING 24 CENTIMETERS
 FH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0601+STABILITY: SURFACE MOTION
 FH0601
 FH0601  HISTORY     - Date     Condition        Report By
 FH0601  HISTORY     - 1940     MONUMENTED       CGS
 FH0601  HISTORY     - 1960     GOOD             CGS
 FH0601
 FH0601                          STATION DESCRIPTION
 FH0601
 FH0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FH0601'7.8 MI SE FROM WEBBERS FALLS.
 FH0601'7.8 MILES SOUTHEAST OF POST OFFICE IN WEBBERS FALLS.  TO REACH
 FH0601'FROM POST OFFICE IN WEBBERS FALLS, PROCEED SOUTHEAST ON GRAVELED
 FH0601'ROAD, GO 0.7 MILE, FOLLOW RIGHT (SOUTH) ON CURVE IN GRAVELED
 FH0601'ROAD, GO 6.1 MILES, TURN LEFT (EAST) AT CROSS-ROADS, GO 1.0 MILE.
 FH0601'BENCH MARK IS AT CROSS-ROADS, 43 FEET NORTHEAST OF CENTER LINE
 FH0601'OF INTERSECTION OF ROADS, 16 FEET EAST OF CENTER LINE OF
 FH0601'NORTH-SOUTH ROAD, 2.4 FEET NORTH OF A 4 X 4 INCH WOODEN POST
 FH0601'PAINTED WHITE PROJECTING 2.2 FEET.  MONUMENT PROJECTS 0.8 FOOT.
 FH0601
 FH0601                          STATION RECOVERY (1960)
 FH0601
 FH0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0263 ***********************************************************************
 FJ0263  DESIGNATION -  Z 8
 FJ0263  PID         -  FJ0263
 FJ0263  STATE/COUNTY-  OK/OKLAHOMA
 FJ0263  COUNTRY     -  US
 FJ0263  USGS QUAD   -  LUTHER (2018)
 FJ0263
 FJ0263                         *CURRENT SURVEY CONTROL
 FJ0263  ______________________________________________________________________
 FJ0263* NAD 83(1986) POSITION- 35 39 46.     (N) 097 11 43.     (W)   SCALED
 FJ0263* NAVD 88 ORTHO HEIGHT -   277.115 (meters)      909.17  (feet) ADJUSTED
 FJ0263  ______________________________________________________________________
 FJ0263  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 FJ0263  DYNAMIC HEIGHT  -        276.857 (meters)      908.32  (feet) COMP
 FJ0263  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 FJ0263
 FJ0263  VERT ORDER      -  FIRST     CLASS II
 FJ0263
 FJ0263.The horizontal coordinates were scaled from a map and have
 FJ0263.an estimated accuracy of +/- 6 seconds.
 FJ0263
 FJ0263.The orthometric height was determined by differential leveling and
 FJ0263.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0263.in August 1994.
 FJ0263
 FJ0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0263.GEOID18 height accuracy estimate available here.
 FJ0263
 FJ0263.Click photographs - Photos may exist for this station.
 FJ0263
 FJ0263.The dynamic height is computed by dividing the NAVD 88
 FJ0263.geopotential number by the normal gravity value computed on the
 FJ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0263.degrees latitude (g = 980.6199 gals.).
 FJ0263
 FJ0263.The modeled gravity was interpolated from observed gravity values.
 FJ0263
 FJ0263;                    North         East    Units  Estimated Accuracy
 FJ0263;SPC OK N     -    73,840.      672,860.      MT  (+/- 180 meters Scaled)
 FJ0263
 FJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE633480(NAD 83)
 FJ0263
 FJ0263                          SUPERSEDED SURVEY CONTROL
 FJ0263
 FJ0263  NAVD 88 (06/15/91)  277.145  (m)          909.27   (f) SUPERSEDED  1 2
 FJ0263  NGVD 29 (??/??/92)  277.046  (m)          908.94   (f) ADJ UNCH    1 2
 FJ0263
 FJ0263.Superseded values are not recommended for survey control.
 FJ0263
 FJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0263.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0263
 FJ0263_MARKER: DB = BENCH MARK DISK
 FJ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0263_STAMPING: Z 81 1933
 FJ0263_MARK LOGO: CGS
 FJ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0263+STABILITY: SURFACE MOTION
 FJ0263
 FJ0263  HISTORY     - Date     Condition        Report By
 FJ0263  HISTORY     - 1933     MONUMENTED       CGS
 FJ0263  HISTORY     - 1964     MARK NOT FOUND   USGS
 FJ0263
 FJ0263                          STATION DESCRIPTION
 FJ0263
 FJ0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0263'IN LUTHER.
 FJ0263'IN LUTHER.  ON S.L.-S.F. R.R. AT MP 514/23.  DIRECTLY ACROSS
 FJ0263'FROM LUTHER STATION.  20 FEET N. OF TRACK AT SW. CORNER OF
 FJ0263'FENCE OF SECTION HOUSE YARD.
 FJ0263
 FJ0263                          STATION RECOVERY (1964)
 FJ0263
 FJ0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FJ0263'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0610 ***********************************************************************
 FJ0610  DESIGNATION -  Z 9
 FJ0610  PID         -  FJ0610
 FJ0610  STATE/COUNTY-  OK/CANADIAN
 FJ0610  COUNTRY     -  US
 FJ0610  USGS QUAD   -  RICHLAND (2018)
 FJ0610
 FJ0610                         *CURRENT SURVEY CONTROL
 FJ0610  ______________________________________________________________________
 FJ0610* NAD 83(1986) POSITION- 35 30 48.     (N) 097 48 43.     (W)   SCALED
 FJ0610* NAVD 88 ORTHO HEIGHT -   393.784 (meters)     1291.94  (feet) POSTED
 FJ0610  ______________________________________________________________________
 FJ0610  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 FJ0610  DYNAMIC HEIGHT  -        393.40  (meters)     1290.7   (feet) COMP
 FJ0610  MODELED GRAVITY -    979,656.0   (mgal)                       NAVD 88
 FJ0610
 FJ0610  VERT ORDER      -  * POSTED, SEE BELOW
 FJ0610
 FJ0610.The horizontal coordinates were scaled from a map and have
 FJ0610.an estimated accuracy of +/- 6 seconds.
 FJ0610
 FJ0610.The orthometric height was determined by differential leveling
 FJ0610.and adjusted by the NATIONAL GEODETIC SURVEY in August 1994.
 FJ0610
 FJ0610.* This is a POSTED BENCH MARK height.
 FJ0610
 FJ0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0610.GEOID18 height accuracy estimate available here.
 FJ0610
 FJ0610.Click photographs - Photos may exist for this station.
 FJ0610
 FJ0610.The dynamic height is computed by dividing the NAVD 88
 FJ0610.geopotential number by the normal gravity value computed on the
 FJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0610.degrees latitude (g = 980.6199 gals.).
 FJ0610
 FJ0610.The modeled gravity was interpolated from observed gravity values.
 FJ0610
 FJ0610;                    North         East    Units  Estimated Accuracy
 FJ0610;SPC OK N     -    56,970.      617,060.      MT  (+/- 180 meters Scaled)
 FJ0610
 FJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPE077306(NAD 83)
 FJ0610
 FJ0610                          SUPERSEDED SURVEY CONTROL
 FJ0610
 FJ0610  NAVD 88 (06/15/91)  393.802  (m)         1292.00   (f) SUPERSEDED  1 2
 FJ0610  NGVD 29 (??/??/92)  393.641  (m)         1291.47   (f) ADJ UNCH    1 2
 FJ0610
 FJ0610.Superseded values are not recommended for survey control.
 FJ0610
 FJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0610.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0610
 FJ0610_MARKER: DB = BENCH MARK DISK
 FJ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FJ0610_STAMPING: Z 9 1933
 FJ0610_MARK LOGO: CGS
 FJ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0610+STABILITY: SURFACE MOTION
 FJ0610
 FJ0610  HISTORY     - Date     Condition        Report By
 FJ0610  HISTORY     - 1933     MONUMENTED       CGS
 FJ0610  HISTORY     - 1933     GOOD             CGS
 FJ0610  HISTORY     - 1934     GOOD             CGS
 FJ0610  HISTORY     - 1984     GOOD             NGS
 FJ0610
 FJ0610                          STATION DESCRIPTION
 FJ0610
 FJ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FJ0610'3.5 MI W FROM YUKON.
 FJ0610'ON ROCK ISLAND R.R. AT MP 504/22.  45 FEET N. OF TRACK AND 20
 FJ0610'FEET W. OF FARM CROSSING.
 FJ0610
 FJ0610                          STATION RECOVERY (1934)
 FJ0610
 FJ0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 FJ0610'RECOVERED IN GOOD CONDITION.
 FJ0610
 FJ0610                          STATION RECOVERY (1984)
 FJ0610
 FJ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FJ0610'RECOVERED IN FAIR CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 FJ0610'NEW DESCRIPTION FOLLOWS.  4.8 KM (3.0 MI) WEST ALONG U.S. HIGHWAY 66
 FJ0610'FROM THE JUNCTION OF STATE HIGHWAY 92 SOUTH (11TH STREET) IN THE WEST
 FJ0610'SIDE OF YUKON, THENCE ABOUT 0.6 KM (0.4 MI) NORTHERLY ALONG A GRAVEL
 FJ0610'ROAD CROSSING THE OKLAHOMA, KANSAS, AND TEXAS RAILROAD TRACK, IS ABOUT
 FJ0610'91.44 METERS (300.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 FJ0610'SECURITY FENCE AROUND SEVERAL OIL STORAGE TANKS, 12.95 METERS
 FJ0610'(42.5 FT) NORTH OF THE SOUTH RAIL OF THE RAILROAD, 6.09 METERS
 FJ0610'(20.0 FT) WEST OF THE CENTER OF A FIELD ROAD CROSSING, AND 0.30 METERS
 FJ0610'(1.0 FT) SOUTH OF A FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0226 ***********************************************************************
 EM0226  DESIGNATION -  Z 96
 EM0226  PID         -  EM0226
 EM0226  STATE/COUNTY-  OK/JACKSON
 EM0226  COUNTRY     -  US
 EM0226  USGS QUAD   -  HEADRICK (2018)
 EM0226
 EM0226                         *CURRENT SURVEY CONTROL
 EM0226  ______________________________________________________________________
 EM0226* NAD 83(1986) POSITION- 34 37 51.     (N) 099 10 36.     (W)   SCALED
 EM0226* NAVD 88 ORTHO HEIGHT -   407.729 (meters)     1337.69  (feet) ADJUSTED
 EM0226  ______________________________________________________________________
 EM0226  GEOID HEIGHT    -        -26.690 (meters)                     GEOID18
 EM0226  DYNAMIC HEIGHT  -        407.300 (meters)     1336.28  (feet) COMP
 EM0226  MODELED GRAVITY -    979,572.2   (mgal)                       NAVD 88
 EM0226
 EM0226  VERT ORDER      -  SECOND    CLASS 0
 EM0226
 EM0226.The horizontal coordinates were scaled from a map and have
 EM0226.an estimated accuracy of +/- 6 seconds.
 EM0226
 EM0226.The orthometric height was determined by differential leveling and
 EM0226.adjusted by the NATIONAL GEODETIC SURVEY
 EM0226.in June 1991.
 EM0226
 EM0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0226.GEOID18 height accuracy estimate available here.
 EM0226
 EM0226.Click photographs - Photos may exist for this station.
 EM0226
 EM0226.The dynamic height is computed by dividing the NAVD 88
 EM0226.geopotential number by the normal gravity value computed on the
 EM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0226.degrees latitude (g = 980.6199 gals.).
 EM0226
 EM0226.The modeled gravity was interpolated from observed gravity values.
 EM0226
 EM0226;                    North         East    Units  Estimated Accuracy
 EM0226;SPC OK S     -   144,550.      492,110.      MT  (+/- 180 meters Scaled)
 EM0226
 EM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD838321(NAD 83)
 EM0226
 EM0226                          SUPERSEDED SURVEY CONTROL
 EM0226
 EM0226  NGVD 29 (??/??/92)  407.559  (m)         1337.13   (f) ADJ UNCH    2 0
 EM0226
 EM0226.Superseded values are not recommended for survey control.
 EM0226
 EM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0226.See file dsdata.pdf to determine how the superseded data were derived.
 EM0226
 EM0226_MARKER: DB = BENCH MARK DISK
 EM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0226_STAMPING: Z 96 1954
 EM0226_MARK LOGO: CGS
 EM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0226+STABILITY: SURFACE MOTION
 EM0226
 EM0226  HISTORY     - Date     Condition        Report By
 EM0226  HISTORY     - 1934     MONUMENTED       CGS
 EM0226  HISTORY     - 1963     GOOD             CGS
 EM0226
 EM0226                          STATION DESCRIPTION
 EM0226
 EM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0226'2.6 MI W FROM HEADRICK.
 EM0226'2.6 MI. W. OF ON FRISCO RAILROAD.  1 1/2 POLES W. OF MILE POST 678.10,
 EM0226'45 FT. N. CENTER LINE OF TRACK, 30 FT. W. CENTER LINE OF ROAD
 EM0226'CROSSING, AND 3 FT. S. OF FENCE CORNER.
 EM0226
 EM0226                          STATION RECOVERY (1963)
 EM0226
 EM0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0468 ***********************************************************************
 EM0468  DESIGNATION -  Z 97
 EM0468  PID         -  EM0468
 EM0468  STATE/COUNTY-  OK/HARMON
 EM0468  COUNTRY     -  US
 EM0468  USGS QUAD   -  HOLLIS (2018)
 EM0468
 EM0468                         *CURRENT SURVEY CONTROL
 EM0468  ______________________________________________________________________
 EM0468* NAD 83(1986) POSITION- 34 40 54.     (N) 099 56 07.     (W)   SCALED
 EM0468* NAVD 88 ORTHO HEIGHT -   495.522 (meters)     1625.73  (feet) POSTED
 EM0468  ______________________________________________________________________
 EM0468  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 EM0468  DYNAMIC HEIGHT  -        494.97  (meters)     1623.9   (feet) COMP
 EM0468  MODELED GRAVITY -    979,514.7   (mgal)                       NAVD 88
 EM0468
 EM0468  VERT ORDER      -  * POSTED, SEE BELOW
 EM0468
 EM0468.The horizontal coordinates were scaled from a map and have
 EM0468.an estimated accuracy of +/- 6 seconds.
 EM0468
 EM0468.The orthometric height was determined by differential leveling
 EM0468.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EM0468
 EM0468.* This is a POSTED BENCH MARK height.
 EM0468
 EM0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0468.GEOID18 height accuracy estimate available here.
 EM0468
 EM0468.Click photographs - Photos may exist for this station.
 EM0468
 EM0468.The dynamic height is computed by dividing the NAVD 88
 EM0468.geopotential number by the normal gravity value computed on the
 EM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0468.degrees latitude (g = 980.6199 gals.).
 EM0468
 EM0468.The modeled gravity was interpolated from observed gravity values.
 EM0468
 EM0468;                    North         East    Units  Estimated Accuracy
 EM0468;SPC OK S     -   151,260.      422,670.      MT  (+/- 180 meters Scaled)
 EM0468
 EM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD143381(NAD 83)
 EM0468
 EM0468                          SUPERSEDED SURVEY CONTROL
 EM0468
 EM0468  NGVD 29 (??/??/92)  495.270  (m)         1624.90   (f) ADJ UNCH    2 0
 EM0468
 EM0468.Superseded values are not recommended for survey control.
 EM0468
 EM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0468.See file dsdata.pdf to determine how the superseded data were derived.
 EM0468
 EM0468_MARKER: DB = BENCH MARK DISK
 EM0468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0468_SP_SET: BRIDGE WINGWALL
 EM0468_STAMPING: Z 97 1934
 EM0468_MARK LOGO: CGS
 EM0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0468
 EM0468  HISTORY     - Date     Condition        Report By
 EM0468  HISTORY     - 1934     MONUMENTED       CGS
 EM0468  HISTORY     - 1963     GOOD             CGS
 EM0468  HISTORY     - 20180711 MARK NOT FOUND   OKDOT
 EM0468
 EM0468                          STATION DESCRIPTION
 EM0468
 EM0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0468'1.4 MI W FROM HOLLIS.
 EM0468'1.4 MI. W. OF M.K.T. RAILROAD ALONG U.S. NO. 62 AT THE CROSSING, 4
 EM0468'POLES S.E. OF MILE POST NO. 112, 50 FT. W. OF CENTERLINE OF RAILROAD,
 EM0468'18 FT. N. OF CENTER LINE OF HWY., AND SET IN A CONC. BRIDGE IN THE
 EM0468'N.E. CORNER IN TOP OF WINGWALL.
 EM0468
 EM0468                          STATION RECOVERY (1963)
 EM0468
 EM0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EM0468'RECOVERED IN GOOD CONDITION.
 EM0468
 EM0468                          STATION RECOVERY (2018)
 EM0468
 EM0468'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2018 (SJP)
 EM0468'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0474 ***********************************************************************
 EK0474  DESIGNATION -  Z 99
 EK0474  PID         -  EK0474
 EK0474  STATE/COUNTY-  OK/PUSHMATAHA
 EK0474  COUNTRY     -  US
 EK0474  USGS QUAD   -  CANEY MOUNTAIN (2019)
 EK0474
 EK0474                         *CURRENT SURVEY CONTROL
 EK0474  ______________________________________________________________________
 EK0474* NAD 83(1986) POSITION- 34 20 04.     (N) 095 09 06.     (W)   SCALED
 EK0474* NAVD 88 ORTHO HEIGHT -   189.030 (meters)      620.18  (feet) ADJUSTED
 EK0474  ______________________________________________________________________
 EK0474  GEOID HEIGHT    -        -30.909 (meters)                     GEOID18
 EK0474  DYNAMIC HEIGHT  -        188.821 (meters)      619.49  (feet) COMP
 EK0474  MODELED GRAVITY -    979,529.5   (mgal)                       NAVD 88
 EK0474
 EK0474  VERT ORDER      -  SECOND    CLASS 0
 EK0474
 EK0474.The horizontal coordinates were scaled from a map and have
 EK0474.an estimated accuracy of +/- 6 seconds.
 EK0474
 EK0474.The orthometric height was determined by differential leveling and
 EK0474.adjusted by the NATIONAL GEODETIC SURVEY
 EK0474.in June 1991.
 EK0474
 EK0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0474.GEOID18 height accuracy estimate available here.
 EK0474
 EK0474.Click photographs - Photos may exist for this station.
 EK0474
 EK0474.The dynamic height is computed by dividing the NAVD 88
 EK0474.geopotential number by the normal gravity value computed on the
 EK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EK0474.degrees latitude (g = 980.6199 gals.).
 EK0474
 EK0474.The modeled gravity was interpolated from observed gravity values.
 EK0474
 EK0474;                    North         East    Units  Estimated Accuracy
 EK0474;SPC OK S     -   114,740.      862,060.      MT  (+/- 180 meters Scaled)
 EK0474
 EK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU020013(NAD 83)
 EK0474
 EK0474                          SUPERSEDED SURVEY CONTROL
 EK0474
 EK0474  NGVD 29 (??/??/92)  188.956  (m)          619.93   (f) ADJ UNCH    2 0
 EK0474
 EK0474.Superseded values are not recommended for survey control.
 EK0474
 EK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0474.See file dsdata.pdf to determine how the superseded data were derived.
 EK0474
 EK0474_MARKER: DB = BENCH MARK DISK
 EK0474_SETTING: 66 = SET IN ROCK OUTCROP
 EK0474_STAMPING: Z 99 1960
 EK0474_MARK LOGO: CGS
 EK0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0474+STABILITY: POSITION/ELEVATION WELL
 EK0474
 EK0474  HISTORY     - Date     Condition        Report By
 EK0474  HISTORY     - 1960     MONUMENTED       CGS
 EK0474
 EK0474                          STATION DESCRIPTION
 EK0474
 EK0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EK0474'8.6 MI NE FROM CLOUDY.
 EK0474'ABOUT 8.65 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST
 EK0474'OFFICE AT CLOUDY, IN SECTION 31, R 21 E, T 2 S, SET IN THE TOP
 EK0474'OF A ROCK LEDGE ON THE SOUTHEAST BANK OF THE ROAD, 28 FEET
 EK0474'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET
 EK0474'ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GH0747 ***********************************************************************
 GH0747  DESIGNATION -  ZACK
 GH0747  PID         -  GH0747
 GH0747  STATE/COUNTY-  OK/NOBLE
 GH0747  COUNTRY     -  US
 GH0747  USGS QUAD   -  LUCIEN (2018)
 GH0747
 GH0747                         *CURRENT SURVEY CONTROL
 GH0747  ______________________________________________________________________
 GH0747* NAD 83(1993) POSITION- 36 16 30.06806(N) 097 22 30.29376(W)   ADJUSTED
 GH0747* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GH0747  ______________________________________________________________________
 GH0747  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 GH0747  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 GH0747  HORZ ORDER      -  THIRD
 GH0747
 GH0747.The horizontal coordinates were established by classical geodetic methods
 GH0747.and adjusted by the National Geodetic Survey in November 1994.
 GH0747
 GH0747.The orthometric height was scaled from a topographic map.
 GH0747
 GH0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 GH0747.GEOID18 height accuracy estimate available here.
 GH0747
 GH0747.Click photographs - Photos may exist for this station.
 GH0747
 GH0747.The Laplace correction was computed from DEFLEC18 derived deflections.
 GH0747
 GH0747. The following values were computed from the NAD 83(1993) position.
 GH0747
 GH0747;                    North         East     Units Scale Factor Converg.
 GH0747;SPC OK N     -   141,648.163   656,145.309   MT  0.99994716   +0 22 07.7
 GH0747;SPC OK N     -   464,724.01  2,152,703.40   sFT  0.99994716   +0 22 07.7
 GH0747;UTM  14      - 4,015,677.420   645,945.777   MT  0.99986244   +0 57 41.7
 GH0747
 GH0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0747!SPC OK N     -   0.99994933  x   0.99994716  =   0.99989649
 GH0747!UTM  14      -   0.99994933  x   0.99986244  =   0.99981177
 GH0747
 GH0747:                Primary Azimuth Mark                     Grid Az
 GH0747:SPC OK N     -  ZACK AZ MK                               087 54 15.2
 GH0747:UTM  14      -  ZACK AZ MK                               087 18 41.2
 GH0747
 GH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4594515677(NAD 83)
 GH0747
 GH0747|---------------------------------------------------------------------|
 GH0747| PID    Reference Object                     Distance      Geod. Az  |
 GH0747|                                                           dddmmss.s |
 GH0747| CL6683 ZACK RM 1                                          00314     |
 GH0747| GH0753 PERRY NORTH MUNICIPAL TANK          APPROX. 7.3 KM 0723009.2 |
 GH0747| CL6682 ZACK AZ MK                                         0881622.9 |
 GH0747| CL6684 ZACK RM 2                                          09033     |
 GH0747|---------------------------------------------------------------------|
 GH0747
 GH0747                          SUPERSEDED SURVEY CONTROL
 GH0747
 GH0747  NAD 83(1986)-  36 16 30.07712(N)    097 22 30.28047(W) AD(       ) 3
 GH0747  NAD 27      -  36 16 29.93490(N)    097 22 29.12429(W) AD(       ) 3
 GH0747
 GH0747.Superseded values are not recommended for survey control.
 GH0747
 GH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0747.See file dsdata.pdf to determine how the superseded data were derived.
 GH0747
 GH0747_MARKER: DS = TRIANGULATION STATION DISK
 GH0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0747_STAMPING: ZACK 1963
 GH0747_MARK LOGO: CGS
 GH0747_PROJECTION: FLUSH
 GH0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH0747+STABILITY: SURFACE MOTION
 GH0747
 GH0747  HISTORY     - Date     Condition        Report By
 GH0747  HISTORY     - 1963     MONUMENTED       CGS
 GH0747
 GH0747                          STATION DESCRIPTION
 GH0747
 GH0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GH0747'THE STATION IS ABOUT 5 MILES WEST AND 3/4 MILE SOUTH OF PERRY,
 GH0747'0.3 MILE WEST OF THE JUNCTION OF U.S. HIGHWAYS 64 AND 77,
 GH0747'ON THE SOUTH SIDE OF U.S. HIGHWAY 64 AND ON HIGHWAY RIGHT-OF-WAY
 GH0747'PROPERTY.
 GH0747'
 GH0747'TO REACH THE STATION FROM THE POST OFFICE IN PERRY, GO SOUTHWEST
 GH0747'AND WEST ON U.S. HIGHWAYS 64 AND 77 FOR 5.25 MILE TO A
 GH0747'JUNCTION.  CONTINUE AHEAD, WEST, ON U.S. HIGHWAY 64 FOR 0.3 MILE
 GH0747'TO THE STATION ON THE LEFT.
 GH0747'
 GH0747'STATION MARK IS A STANDARD DISK, STAMPED ZACK 1963, SET IN
 GH0747'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GH0747'SURFACE.  IT IS 35.4 FEET SOUTH OF THE CENTERLINE OF U.S.
 GH0747'HIGHWAY 64, 11.6 FEET SOUTHEAST OF A POWERLINE POLE, 2.8 FEET
 GH0747'NORTH OF A FENCE AND 3.6 FEET NORTHWEST OF A WITNESS POST.
 GH0747'
 GH0747'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ZACK NO 1 1963,
 GH0747'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0747'GROUND SURFACE.  IT IS 46.6 FEET EAST OF A TELEPHONE LINE POLE,
 GH0747'38.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH
 GH0747'OF A FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 GH0747'
 GH0747'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ZACK NO 2 1963, SET
 GH0747'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 GH0747'GROUND SURFACE.  IT IS 46.6 FEET SOUTH OF THE CENTERLINE OF THE
 GH0747'HIGHWAY, 67.2 FEET EAST OF THE POWER LINE POLE, 1.5 FEET
 GH0747'NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 GH0747'
 GH0747'AZIMUTH MARK IS A STANDARD DISK, STAMPED ZACK 1963, SET IN THE
 GH0747'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 GH0747'SURFACE.  IT IS 64 FEET NORTH OF THE CENTERLINE OF U.S.
 GH0747'HIGHWAYS 64 AND 77, 62 FEET EAST OF THE CENTERLINE OF A
 GH0747'DRIVEWAY, ABOUT 150 FEET SOUTHWEST OF A STONE HOUSE, 2 FEET
 GH0747'SOUTH OF A FENCE AND 2.3 FEET SOUTHWEST OF A WITNESS POST.
 GH0747'
 GH0747'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 GH0747'HIGHWAY 64 FOR 0.7 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EK0935 ***********************************************************************
 EK0935  DESIGNATION -  ZAFRA
 EK0935  PID         -  EK0935
 EK0935  STATE/COUNTY-  OK/LE FLORE
 EK0935  COUNTRY     -  US
 EK0935  USGS QUAD   -  LYNN MOUNTAIN (2018)
 EK0935
 EK0935                         *CURRENT SURVEY CONTROL
 EK0935  ______________________________________________________________________
 EK0935* NAD 83(1993) POSITION- 34 31 17.10398(N) 094 33 39.84223(W)   ADJUSTED
 EK0935* NAVD 88 ORTHO HEIGHT -   317.    (meters)     1040.    (feet) SCALED
 EK0935  ______________________________________________________________________
 EK0935  GEOID HEIGHT    -        -30.758 (meters)                     GEOID18
 EK0935  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC18
 EK0935  HORZ ORDER      -  THIRD
 EK0935
 EK0935.The horizontal coordinates were established by classical geodetic methods
 EK0935.and adjusted by the National Geodetic Survey in November 1994.
 EK0935
 EK0935.The orthometric height was scaled from a topographic map.
 EK0935
 EK0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0935.GEOID18 height accuracy estimate available here.
 EK0935
 EK0935.Click photographs - Photos may exist for this station.
 EK0935
 EK0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0935
 EK0935. The following values were computed from the NAD 83(1993) position.
 EK0935
 EK0935;                    North         East     Units Scale Factor Converg.
 EK0935;SPC OK S     -   137,163.863   915,669.612   MT  0.99993654   +1 57 07.2
 EK0935;SPC OK S     -   450,011.77  3,004,159.39   sFT  0.99993654   +1 57 07.2
 EK0935;UTM  15      - 3,821,078.537   356,719.223   MT  0.99985304   -0 53 05.4
 EK0935
 EK0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0935!SPC OK S     -   0.99995506  x   0.99993654  =   0.99989160
 EK0935!UTM  15      -   0.99995506  x   0.99985304  =   0.99980810
 EK0935
 EK0935:                Primary Azimuth Mark                     Grid Az
 EK0935:SPC OK S     -  PLUNKETVILLE                             143 10 35.0
 EK0935:UTM  15      -  PLUNKETVILLE                             146 00 47.6
 EK0935
 EK0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU5671921078(NAD 83)
 EK0935
 EK0935|---------------------------------------------------------------------|
 EK0935| PID    Reference Object                     Distance      Geod. Az  |
 EK0935|                                                           dddmmss.s |
 EK0935| EK0893 PLUNKETVILLE                        APPROX.11.9 KM 1450742.2 |
 EK0935| CX7457 ZAFRA RM 1                           24.910 METERS 15327     |
 EK0935| CX7458 ZAFRA RM 2                           33.015 METERS 21658     |
 EK0935|---------------------------------------------------------------------|
 EK0935
 EK0935                          SUPERSEDED SURVEY CONTROL
 EK0935
 EK0935  NAD 83(1986)-  34 31 17.10610(N)    094 33 39.83472(W) AD(       ) 3
 EK0935  NAD 27      -  34 31 16.72900(N)    094 33 39.04200(W) AD(       ) 3
 EK0935
 EK0935.Superseded values are not recommended for survey control.
 EK0935
 EK0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0935.See file dsdata.pdf to determine how the superseded data were derived.
 EK0935
 EK0935_MARKER: DS = TRIANGULATION STATION DISK
 EK0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0935_STAMPING: ZAFEA 1952
 EK0935_MARK LOGO: CGS
 EK0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0935+STABILITY: SURFACE MOTION
 EK0935
 EK0935  HISTORY     - Date     Condition        Report By
 EK0935  HISTORY     - 1952     MONUMENTED       CGS
 EK0935  HISTORY     - 1959     GOOD             CGS
 EK0935
 EK0935                          STATION DESCRIPTION
 EK0935
 EK0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 EK0935'STATION IS LOCATED ABOUT 6 MILES WEST OF THE ARKANSAS-OKLAHOMA
 EK0935'STATE LINE AND 6 MILES NORTHEAST OF SMITHVILLE ON LOW GROUND
 EK0935'IN HEAVILY WOODED AREA.  STATION IS 52 FEET NORTH OF THE
 EK0935'APPROXIMATE CENTERLINE OF GRAVEL ROAD, 33 FEET NORTH OF LARGE
 EK0935'TRIANGLE BLAZED OAK TREE AND 7 FOOT EAST OF WITNESS POST.
 EK0935'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 EK0935'ZAFRA 1952.
 EK0935'
 EK0935'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE APPROXIMATE
 EK0935'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 EK0935'THE DISK IS STAMPED ZAFRA NO 1 1952.
 EK0935'
 EK0935'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE APPROXIMATE
 EK0935'CENTERLINE OF ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 EK0935'THE DISK IS STAMPED ZAFRA NO 2 1952.
 EK0935'
 EK0935'DUE TO HEAVY GROWTH IN VICINITY OF STATION NO SUITABLE LOCATION
 EK0935'COULD BE FOUND FOR AN AZIMUTH MARK.
 EK0935'
 EK0935'TO REACH FROM THE MAIN INTERSECTION IN SMITHVILLE WHERE STATE
 EK0935'ROUTE 21 TURNS EAST AND SOUTH GO NORTH AND WEST ON MAIN GRAVEL
 EK0935'ROAD FOR 1.2 MILES TO ROAD FORKS.  TAKE RIGHT FORK AND GO
 EK0935'NORTH ON MAIN GRAVEL ROAD FOR 3.0 MILES TO CROSS ROADS.  TURN
 EK0935'RIGHT AND GO WESTERLY ON MAIN GRAVEL ROAD FOR 6.8 MILES TO
 EK0935'TRIANGLE BLAZED TREE AND STATION ON LEFT OR NORTH SIDE OF
 EK0935'ROAD AS DESCRIBED.
 EK0935'
 EK0935'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EK0935
 EK0935                          STATION RECOVERY (1959)
 EK0935
 EK0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 EK0935'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 EK0935'GOOD CONDITION.  NO AZIMUTH MARK WAS SET.
 EK0935'
 EK0935'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM SMITHVILLE
 EK0935'IS ADEQUATE BUT AT THE LAST CROSSROADS IT SHOULD READ, TURN
 EK0935'RIGHT AND GO EASTERLY, INSTEAD OF TURN RIGHT AND GO WESTERLY.
 EK0935'
 EK0935'TO REACH THE STATION FROM HATFIELD, FROM THE MAIN INTERSECTION
 EK0935'AT THE CAUTION LIGHT, GO NORTH ON U.S. HIGHWAY 71 FOR 0.1
 EK0935'MILE TO CROSS-STREETS, TURN LEFT AND GO WEST ON MAIN ROAD
 EK0935'(CROSSING RAILROAD NORTH OF THE STATION) FOR 8.6 MILES TO
 EK0935'THE ZAFRA SCHOOL ON THE RIGHT, CONTINUE ON MAIN ROAD 3.7
 EK0935'MILES TO CROSSROADS (RIGHT HAND ROAD LEADS NORTH TO A WHITE
 EK0935'HOUSE), CONTINUE WEST FOR 0.2 MILE TO STATION ON RIGHT AS
 EK0935'ORIGINALLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0922 ***********************************************************************
 EL0922  DESIGNATION -  ZANEIS
 EL0922  PID         -  EL0922
 EL0922  STATE/COUNTY-  OK/CARTER
 EL0922  COUNTRY     -  US
 EL0922  USGS QUAD   -  HEALDTON (2018)
 EL0922
 EL0922                         *CURRENT SURVEY CONTROL
 EL0922  ______________________________________________________________________
 EL0922* NAD 83(1993) POSITION- 34 10 21.44525(N) 097 27 41.38741(W)   ADJUSTED
 EL0922* NAVD 88 ORTHO HEIGHT -   309.    (meters)     1014.    (feet) SCALED
 EL0922  ______________________________________________________________________
 EL0922  GEOID HEIGHT    -        -25.870 (meters)                     GEOID18
 EL0922  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 EL0922  HORZ ORDER      -  THIRD
 EL0922
 EL0922.The horizontal coordinates were established by classical geodetic methods
 EL0922.and adjusted by the National Geodetic Survey in November 1994.
 EL0922
 EL0922.The orthometric height was scaled from a topographic map.
 EL0922
 EL0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0922.GEOID18 height accuracy estimate available here.
 EL0922
 EL0922.Click photographs - Photos may exist for this station.
 EL0922
 EL0922.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0922
 EL0922. The following values were computed from the NAD 83(1993) position.
 EL0922
 EL0922;                    North         East     Units Scale Factor Converg.
 EL0922;SPC OK S     -    93,229.361   649,646.527   MT  0.99996158   +0 18 20.4
 EL0922;SPC OK S     -   305,870.00  2,131,381.98   sFT  0.99996158   +0 18 20.4
 EL0922;UTM  14      - 3,782,365.884   641,795.760   MT  0.99984785   +0 51 51.5
 EL0922
 EL0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EL0922!SPC OK S     -   0.99995554  x   0.99996158  =   0.99991712
 EL0922!UTM  14      -   0.99995554  x   0.99984785  =   0.99980340
 EL0922
 EL0922:                Primary Azimuth Mark                     Grid Az
 EL0922:SPC OK S     -  ZANEIS AZ MK                             088 08 15.9
 EL0922:UTM  14      -  ZANEIS AZ MK                             087 34 44.8
 EL0922
 EL0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4179582365(NAD 83)
 EL0922
 EL0922|---------------------------------------------------------------------|
 EL0922| PID    Reference Object                     Distance      Geod. Az  |
 EL0922|                                                           dddmmss.s |
 EL0922| CY3197 ZANEIS RM 1 RESET                    14.426 METERS 06757     |
 EL0922| CY3196 ZANEIS RM 1                          31.279 METERS 07900     |
 EL0922| CY3195 ZANEIS AZ MK                                       0882636.3 |
 EL0922| EL0921 WILSON MUNICIPAL TANK               APPROX. 3.6 KM 1103501.1 |
 EL0922| CY3199 ZANEIS RM 2 RESET                    13.753 METERS 24027     |
 EL0922| EL0920 ZANEIS CONSOL SCH WATER TANK        APPROX. 3.5 KM 2690313.1 |
 EL0922| CY3198 ZANEIS RM 2                          28.528 METERS 29246     |
 EL0922| EL0940 WIRT SERV PLINE KKE 766 MAST        APPROX. 8.7 KM 3055146.5 |
 EL0922| EL0923 HEALDTON MUNICIPAL TANK             APPROX. 7.2 KM 3395746.0 |
 EL0922|---------------------------------------------------------------------|
 EL0922
 EL0922                          SUPERSEDED SURVEY CONTROL
 EL0922
 EL0922  NAD 83(1986)-  34 10 21.44969(N)    097 27 41.37692(W) AD(       ) 3
 EL0922  NAD 27      -  34 10 21.11600(N)    097 27 40.29400(W) AD(       ) 3
 EL0922
 EL0922.Superseded values are not recommended for survey control.
 EL0922
 EL0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0922.See file dsdata.pdf to determine how the superseded data were derived.
 EL0922
 EL0922_MARKER: DS = TRIANGULATION STATION DISK
 EL0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0922_STAMPING: ZANEIS 1954
 EL0922_MARK LOGO: CGS
 EL0922_PROJECTION: FLUSH
 EL0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0922+STABILITY: SURFACE MOTION
 EL0922
 EL0922  HISTORY     - Date     Condition        Report By
 EL0922  HISTORY     - 1954     MONUMENTED       CGS
 EL0922  HISTORY     - 1979     GOOD             OKDH
 EL0922
 EL0922                          STATION DESCRIPTION
 EL0922
 EL0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 EL0922'THE STATION IS LOCATED ABOUT 2 MILES WEST OF WILSON AND
 EL0922'ABOUT 2 MILES EAST OF THE ZANEIS CONSOLIDATED SCHOOL.  IT IS
 EL0922'87 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 70 AND STATE
 EL0922'HIGHWAY 76, 51 FEET SOUTHEAST OF A POWERLINE POLE AND 37 FEET
 EL0922'SOUTH OF A FENCE.  IT IS STAMPED ZANEIS 1954 AND IS SET FLUSH.
 EL0922'
 EL0922'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE CENTERLINE OF
 EL0922'U.S. HIGHWAY 70 AND STATE HIGHWAY 76 AND 1.5 FEET WEST OF A T
 EL0922'FENCE CORNER.  IT IS STAMPED ZANEIS NO 1 1954 AND PROJECTS 6
 EL0922'INCHES.
 EL0922'
 EL0922'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTERLINE OF
 EL0922'U.S. HIGHWAY 70 AND STATE HIGHWAY 76, 12 FEET WEST OF THE
 EL0922'CENTERLINE OF A DRIVEWAY, 4 FEET WEST OF A GATE POST AND 1
 EL0922'FOOT SOUTH OF A FENCE.  IT IS STAMPED ZANEIS NO 2 1954 AND
 EL0922'PROJECTS 6 INCHES.
 EL0922'
 EL0922'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTERLINE OF U.S.
 EL0922'HIGHWAY 70 AND STATE HIGHWAY 76, 2 FEET WEST OF A TELEPHONE
 EL0922'POLE AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED ZANEIS 1954 AND
 EL0922'PROJECTS 6 INCHES.
 EL0922'
 EL0922'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO WEST AND
 EL0922'NORTH ON STATE HIGHWAY 76 FOR 1.2 MILES TO THE JUNCTION OF
 EL0922'STATE HIGHWAY 76 AND U.S. HIGHWAY 70.  TURN LEFT, WEST, AND GO
 EL0922'0.85 MILE ON STATE HIGHWAY 76 AND U.S. HIGHWAY 70 TO THE
 EL0922'AZIMUTH ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.85 MILE TO A
 EL0922'DRIVEWAY TO AN ABANDONED FARMHOUSE AND THE STATION ON THE
 EL0922'LEFT.
 EL0922'
 EL0922'THE STATION WAS MARKED IN 1954 AND OCCUPIED IN 1955.
 EL0922'
 EL0922'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 EL0922
 EL0922                          STATION RECOVERY (1979)
 EL0922
 EL0922'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1979 (BEG)
 EL0922'ZANEIS 1954 TRI. STA. FOUND INPLACE IN VERY GOOD CONDITION.
 EL0922'
 EL0922'ZANEIS REF NO. 1, 1954 RESET - 1979 FOUND DUG UP - RE-SET ORIG.
 EL0922'MARK TO NEW POSITION.
 EL0922'
 EL0922'ZANEIS REF. NO. 2, 1954 RESET - 1979 FOUND INPLACE AND DUG
 EL0922'UP - RE-SET NEW POSITION.
 EL0922'
 EL0922'REF. NO. 1, DUG UP BY TELEPHONE CO. - GOOD CONDITION - RE-SET ORIG.
 EL0922'MARKER.
 EL0922'
 EL0922'REF. NO. 2, FOUND INPLACE - GOOD CONDITION - DUG UP AND RE-SET
 EL0922'NEW POSITION, DUE TO HIGHWAY CONSTRUCTION AND WOULD BE DESTROY.
 EL0922'
 EL0922'REF. NO. 1, WITNESS POST SET NORTH EDGE.  REF. NO. 2, WITNESS POST
 EL0922'N. EDGE.
 EL0922'
 EL0922'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES WEST OF WILSON
 EL0922'OKLA., 87 FT. SOUTH US 70.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0920 ***********************************************************************
 EL0920  DESIGNATION -  ZANEIS CONSOL SCH WATER TANK
 EL0920  PID         -  EL0920
 EL0920  STATE/COUNTY-  OK/CARTER
 EL0920  COUNTRY     -  US
 EL0920  USGS QUAD   -  RINGLING (2018)
 EL0920
 EL0920                         *CURRENT SURVEY CONTROL
 EL0920  ______________________________________________________________________
 EL0920* NAD 83(1993) POSITION- 34 10 19.53050(N) 097 29 59.27984(W)   ADJUSTED
 EL0920  ______________________________________________________________________
 EL0920  GEOID HEIGHT    -        -25.825 (meters)                     GEOID18
 EL0920  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 EL0920  HORZ ORDER      -  THIRD
 EL0920
 EL0920.The horizontal coordinates were established by classical geodetic methods
 EL0920.and adjusted by the National Geodetic Survey in November 1994.
 EL0920
 EL0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0920.GEOID18 height accuracy estimate available here.
 EL0920
 EL0920.Click photographs - Photos may exist for this station.
 EL0920
 EL0920.The Laplace correction was computed from DEFLEC18 derived deflections.
 EL0920
 EL0920. The following values were computed from the NAD 83(1993) position.
 EL0920
 EL0920;                    North         East     Units Scale Factor Converg.
 EL0920;SPC OK S     -    93,152.196   646,115.520   MT  0.99996165   +0 17 02.1
 EL0920;SPC OK S     -   305,616.83  2,119,797.34   sFT  0.99996165   +0 17 02.1
 EL0920;UTM  14      - 3,782,254.303   638,266.096   MT  0.99983566   +0 50 34.0
 EL0920
 EL0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3826682254(NAD 83)
 EL0920
 EL0920                          SUPERSEDED SURVEY CONTROL
 EL0920
 EL0920  NAD 83(1986)-  34 10 19.53487(N)    097 29 59.26907(W) AD(       ) 3
 EL0920  NAD 27      -  34 10 19.20100(N)    097 29 58.18000(W) AD(       ) 3
 EL0920
 EL0920.Superseded values are not recommended for survey control.
 EL0920
 EL0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0920.See file dsdata.pdf to determine how the superseded data were derived.
 EL0920
 EL0920_MARKER: 53 = ELEVATED TANK
 EL0920
 EL0920  HISTORY     - Date     Condition        Report By
 EL0920  HISTORY     - 1955     FIRST OBSERVED   CGS
 EL0920
 EL0920                          STATION DESCRIPTION
 EL0920
 EL0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 EL0920'THE STATION IS ON THE ZANEIS CONSOLIDATED SCHOOL GROUNDS,
 EL0920'ABOUT 5 MILES EAST OF RINGLING, 4 MILES WEST OF WILSON AND
 EL0920'1.4 MILES WEST OF THE SMALL COMMUNITY OF ZANEIS WHICH IS
 EL0920'AT THE JUNCTION OF U.S. HIGHWAY NO. 70 AND STATE ROUTE NO.
 EL0920'76.
 EL0920'
 EL0920'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 EL0920'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN
 EL0920'OVER-ALL HEIGHT OF 60.0 FEET.
 EL0920'
 EL0920'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EM0621 ***********************************************************************
 EM0621  DESIGNATION -  ZELLA
 EM0621  PID         -  EM0621
 EM0621  STATE/COUNTY-  OK/COMANCHE
 EM0621  COUNTRY     -  US
 EM0621  USGS QUAD   -  NINEMILE CREEK (2018)
 EM0621
 EM0621                         *CURRENT SURVEY CONTROL
 EM0621  ______________________________________________________________________
 EM0621* NAD 83(1993) POSITION- 34 37 07.38413(N) 098 16 18.09698(W)   ADJUSTED
 EM0621* NAVD 88 ORTHO HEIGHT -   398.8   (meters)     1308.    (feet) VERTCON3
 EM0621  ______________________________________________________________________
 EM0621  GEOID HEIGHT    -        -25.780 (meters)                     GEOID18
 EM0621  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 EM0621  HORZ ORDER      -  SECOND
 EM0621
 EM0621.The horizontal coordinates were established by classical geodetic methods
 EM0621.and adjusted by the National Geodetic Survey in November 1994.
 EM0621
 EM0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0621
 EM0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 EM0621.GEOID18 height accuracy estimate available here.
 EM0621
 EM0621.Click photographs - Photos may exist for this station.
 EM0621
 EM0621.The Laplace correction was computed from DEFLEC18 derived deflections.
 EM0621
 EM0621. The following values were computed from the NAD 83(1993) position.
 EM0621
 EM0621;                    North         East     Units Scale Factor Converg.
 EM0621;SPC OK S     -   142,612.708   575,084.711   MT  0.99993612   -0 09 15.2
 EM0621;SPC OK S     -   467,888.53  1,886,757.09   sFT  0.99993612   -0 09 15.2
 EM0621;UTM  14      - 3,831,002.732   566,766.610   MT  0.99965494   +0 24 49.6
 EM0621
 EM0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0621!SPC OK S     -   0.99994145  x   0.99993612  =   0.99987757
 EM0621!UTM  14      -   0.99994145  x   0.99965494  =   0.99959641
 EM0621
 EM0621:                Primary Azimuth Mark                     Grid Az
 EM0621:SPC OK S     -  ZELLA AZ MK                              000 52 26.1
 EM0621:UTM  14      -  ZELLA AZ MK                              000 18 21.3
 EM0621
 EM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SND6676631002(NAD 83)
 EM0621
 EM0621|---------------------------------------------------------------------|
 EM0621| PID    Reference Object                     Distance      Geod. Az  |
 EM0621|                                                           dddmmss.s |
 EM0621| CX9035 ZELLA AZ MK                                        0004310.9 |
 EM0621| CX9036 ZELLA RM 1                           20.772 METERS 06349     |
 EM0621| EM0620 LAWTON RAD KSWO TWR N 1 OF 2        APPROX. 8.8 KM 2492743.3 |
 EM0621| EM0630 LAWTON HIGH SCHOOL DOME             APPROX.11.9 KM 2630506.7 |
 EM0621| EM0626 LAWTON SOUTHWESTERN LT PWR STK      APPROX.10.7 KM 2635953.8 |
 EM0621| EM0631 LAWTON EAST BELL AVE MUN TK         APPROX.10.6 KM 2653015.3 |
 EM0621| EM0627 LAWTON ROOSEVLT STAD MUN SPIPE      APPROX.12.5 KM 2672914.1 |
 EM0621| EM0660 LAWTON US INDIAN SCH HOSP TANK      APPROX.10.2 KM 2743557.2 |
 EM0621| CX9037 ZELLA RM 2                           23.515 METERS 35006     |
 EM0621|---------------------------------------------------------------------|
 EM0621
 EM0621                          SUPERSEDED SURVEY CONTROL
 EM0621
 EM0621  NAD 83(1986)-  34 37 07.38829(N)    098 16 18.08191(W) AD(       ) 2
 EM0621  NAD 27      -  34 37 07.12500(N)    098 16 16.90800(W) AD(       ) 2
 EM0621  NGVD 29 (07/19/86)  398.7    (m)         1308.     (f) VERT ANG       
 EM0621
 EM0621.Superseded values are not recommended for survey control.
 EM0621
 EM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0621.See file dsdata.pdf to determine how the superseded data were derived.
 EM0621
 EM0621_MARKER: DS = TRIANGULATION STATION DISK
 EM0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0621_STAMPING: ZELLA 1948
 EM0621_MARK LOGO: CGS
 EM0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 EM0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0621+STABILITY: SURFACE MOTION
 EM0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0621+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2009
 EM0621
 EM0621  HISTORY     - Date     Condition        Report By
 EM0621  HISTORY     - 1948     MONUMENTED       CGS
 EM0621  HISTORY     - 1963     GOOD             CGS
 EM0621  HISTORY     - 1971     GOOD             OKDH
 EM0621  HISTORY     - 1987     GOOD             USGS
 EM0621  HISTORY     - 20000202 GOOD             LOCSUR
 EM0621  HISTORY     - 20090205 GOOD             CLOLS
 EM0621
 EM0621                          STATION DESCRIPTION
 EM0621
 EM0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0621'THE STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED HILL, ABOUT
 EM0621'7.5 MILES EAST-NORTHEAST OF LAWTON, 1.75 MILES NORTH OF STATE HIGHWAY
 EM0621'NO. 7, 0.25 MILE SOUTH OF A GRADED ROAD, 0.1 MILE SOUTH OF A POWER
 EM0621'LINE, AND 57 FEET EAST OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 3
 EM0621'INCHES AND IS STAMPED ZELLA 1948.
 EM0621'
 EM0621'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, PROJECTS 5
 EM0621'INCHES AND IS STAMPED ZELLA NO 1 1948.
 EM0621'
 EM0621'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 33 FEET EAST
 EM0621'OF THE CENTER OF A TRACK ROAD, PROJECTS 4 INCHES AND IS STAMPED ZELLA
 EM0621'NO 2 1948.
 EM0621'
 EM0621'AZIMUTH MARK IS NORTH OF THE STATION, 34 FEET SOUTH OF THE CENTER OF A
 EM0621'GRADED ROAD 12 FEET WEST OF THE CENTER OF A WIRE GATE, 1.5 FEET WEST
 EM0621'OF A WITNESS POST, AND 0.5 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 EM0621'PROJECTS 6 INCHES AND IS STAMPED ZELLA 1948.
 EM0621'
 EM0621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND STATE
 EM0621'HIGHWAY NO. 7 AT THE SOUTHEAST EDGE OF LAWTON, GO EAST ON STATE
 EM0621'HIGHWAY NO. 7 FOR 7.3 MILES TO A CROSSROAD, TURN LEFT (NORTH) AND GO
 EM0621'2.0 MILES TO A CROSSROAD, TURN LEFT (WEST) AND GO 0.4 MILE TO THE TOP
 EM0621'OF A HILL AND A WIRE GATE ON THE LEFT, *TURN LEFT THROUGH GATE AND
 EM0621'CONTINUE SOUTH THROUGH PASTURE ON TRACK ROAD FOR 0.25 MILE TO THE
 EM0621'SUMMIT OF HILL AND THE STATION AS DESCRIBED.
 EM0621'
 EM0621'*AZIMUTH MARK IS 12 FEET WEST OF THE CENTER OF THE WIRE GATE AS
 EM0621'DESCRIBED.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 10 FOOT SIGNAL AT LAWTON S BASE IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 74 FOOT SIGNAL AT LAWTON N BASE IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 12 FOOT SIGNAL AT SIGNAL IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT ARBUCKLE IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT MT SCOTT IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT DODGE IS VISIBLE AT 10 FEET.
 EM0621'
 EM0621'AN 87 FOOT SIGNAL AT WALTERS IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT HILLSIDE IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 74 FOOT SIGNAL AT HOLLIDAY IS VISIBL AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT SILL IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT FLETCHER IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT STERLING IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 100 FOOT SIGNAL AT BURNS IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT 28C8TT IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 4 FOOT SIGNAL AT PUMPKIN IS VISIBLE AT 4 FEET.
 EM0621'
 EM0621'A 47 FOOT SIGNAL AT DUNCAN 1902 IS VISIBLE AT 4 FEET.
 EM0621
 EM0621                          STATION RECOVERY (1963)
 EM0621
 EM0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 EM0621'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A
 EM0621'LOCKED GATE WAS ENCOUNTERED ABOUT 0.25 MILE NORTH OF THE STATION.
 EM0621'STATION WAS HIKED TO.
 EM0621'
 EM0621'TO REACH FROM CROSS ROAD INTERSECTION AND JUNCTION STATE HIGHWAYS 65
 EM0621'AND 7 ABOUT 10 MILES EAST OF LAWTON, GO WEST ON STATE HIGHWAY 7 FOR
 EM0621'3.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH FOR 2.0 MILES TO A
 EM0621'CROSS ROAD, TURN LEFT AND GO WEST FOR 0.35 MILE TO THE AZIMUTH ON THE
 EM0621'LEFT (SOUTH) SIDE OF THE ROAD, WEST OF AN OLD WIRE GATE.  CONTINUE
 EM0621'WEST FOR 0.05 MILE TO A LOCKED GATE ON THE LEFT (SOUTH) SIDE OF THE
 EM0621'ROAD AND THE STATION IS ABOUT 550 YARDS SOUTH ON THE HIGHEST POINT.
 EM0621'
 EM0621'THE ORIGINAL DESCRIPTION IS ENTIRELY ADEQUATE FOR RECOVERY.
 EM0621
 EM0621                          STATION RECOVERY (1971)
 EM0621
 EM0621'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF HIGHWAYS 1971 (DW)
 EM0621'ZELLA 1948 RECOVERED IN GOOD CONDITION.  ZELLA AZIMUTH 1948 RECOVERED
 EM0621'IN GOOD CONDITION.  ZELLA R. M. NO. 1 1948 RECOVERED IN GOOD
 EM0621'CONDITION.  ZELLA R. M. NO. 2 1948 RECOVERED IN GOOD CONDITION.
 EM0621'DESCRIPTION IS ADEQUATE.
 EM0621
 EM0621                          STATION RECOVERY (1987)
 EM0621
 EM0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RRB)
 EM0621'RECOVERED IN GOOD CONDITION.
 EM0621
 EM0621                          STATION RECOVERY (2000)
 EM0621
 EM0621'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DP)
 EM0621'RECOVERED IN GOOD CONDITION.  NOTE--USED IN LAWTON 2000 MONUMENTATION
 EM0621'PROGRAM BY THE CITY OF LAWTON.  CONSIDERED A GOOD GPS OCCUPATION
 EM0621'POINT, NO OBSTRUCTIONS.
 EM0621
 EM0621                          STATION RECOVERY (2009)
 EM0621
 EM0621'RECOVERY NOTE BY CITY LAWTON OK LAND SURV 2009 (DP)
 EM0621'ALL MARKS INCLUDING AZIMUTH FOUND IN GOOD CONDITION. SUBMITTED THIS
 EM0621'MARK AND ZELLA AZIMUTH TO OPUS-DB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0693 ***********************************************************************
 GJ0693  DESIGNATION -  ZELLA
 GJ0693  PID         -  GJ0693
 GJ0693  STATE/COUNTY-  OK/WOODWARD
 GJ0693  COUNTRY     -  US
 GJ0693  USGS QUAD   -  FARGO SE (2018)
 GJ0693
 GJ0693                         *CURRENT SURVEY CONTROL
 GJ0693  ______________________________________________________________________
 GJ0693* NAD 83(1993) POSITION- 36 22 18.33783(N) 099 35 07.21920(W)   ADJUSTED
 GJ0693* NAVD 88 ORTHO HEIGHT -   700.    (meters)     2297.    (feet) SCALED
 GJ0693  ______________________________________________________________________
 GJ0693  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 GJ0693  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GJ0693  HORZ ORDER      -  SECOND
 GJ0693
 GJ0693.The horizontal coordinates were established by classical geodetic methods
 GJ0693.and adjusted by the National Geodetic Survey in November 1994.
 GJ0693
 GJ0693.The orthometric height was scaled from a topographic map.
 GJ0693
 GJ0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0693.GEOID18 height accuracy estimate available here.
 GJ0693
 GJ0693.Click photographs - Photos may exist for this station.
 GJ0693
 GJ0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0693
 GJ0693. The following values were computed from the NAD 83(1993) position.
 GJ0693
 GJ0693;                    North         East     Units Scale Factor Converg.
 GJ0693;SPC OK N     -   153,363.305   457,747.097   MT  0.99995174   -0 56 08.1
 GJ0693;SPC OK N     -   503,159.44  1,501,791.93   sFT  0.99995174   -0 56 08.1
 GJ0693;UTM  14      - 4,025,342.466   447,493.258   MT  0.99963397   -0 20 49.7
 GJ0693
 GJ0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0693!SPC OK N     -   0.99989455  x   0.99995174  =   0.99984629
 GJ0693!UTM  14      -   0.99989455  x   0.99963397  =   0.99952856
 GJ0693
 GJ0693:                Primary Azimuth Mark                     Grid Az
 GJ0693:SPC OK N     -  ZELLA AZ MK                              340 35 12.5
 GJ0693:UTM  14      -  ZELLA AZ MK                              339 59 54.1
 GJ0693
 GJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF4749325342(NAD 83)
 GJ0693
 GJ0693|---------------------------------------------------------------------|
 GJ0693| PID    Reference Object                     Distance      Geod. Az  |
 GJ0693|                                                           dddmmss.s |
 GJ0693| CL3689 ZELLA RM 1                            9.427 METERS 07354     |
 GJ0693| GJ0694 FARGO MUNICIPAL WATER TANK          APPROX. 3.6 KM 2681552.4 |
 GJ0693| GJ0692 FARGO GRAIN CO WEST ELEVATOR        APPROX. 3.6 KM 2785429.2 |
 GJ0693| CL3688 ZELLA AZ MK                                        3393904.4 |
 GJ0693| CL3690 ZELLA RM 2                            9.294 METERS 34634     |
 GJ0693|---------------------------------------------------------------------|
 GJ0693
 GJ0693                          SUPERSEDED SURVEY CONTROL
 GJ0693
 GJ0693  NAD 83(1986)-  36 22 18.34400(N)    099 35 07.20786(W) AD(       ) 2
 GJ0693  NAD 27      -  36 22 18.20778(N)    099 35 05.79836(W) AD(       ) 2
 GJ0693
 GJ0693.Superseded values are not recommended for survey control.
 GJ0693
 GJ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0693.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0693
 GJ0693_MARKER: DS = TRIANGULATION STATION DISK
 GJ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0693_STAMPING: ZELLA 1963
 GJ0693_MARK LOGO: CGS
 GJ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0693+STABILITY: SURFACE MOTION
 GJ0693
 GJ0693  HISTORY     - Date     Condition        Report By
 GJ0693  HISTORY     - 1963     MONUMENTED       CGS
 GJ0693  HISTORY     - 1976     GOOD             NGS
 GJ0693
 GJ0693                          STATION DESCRIPTION
 GJ0693
 GJ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GJ0693'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF WOODWARD, 2 MILES
 GJ0693'EAST OF FARGO, AND ON A GRASSY KNOLL ABOUT 0.2 MILE SOUTH OF A OLD
 GJ0693'GRAVEL PIT.  IT IS ON THE PROPERTY OF MR. HENERY C. HOHWEILER.
 GJ0693'
 GJ0693'TO REACH THE STATION FROM THE MAIN INTERSECTION IN FARGO, GO EAST
 GJ0693'ON STATE HIGHWAY 15 FOR 0.6 MILE TO WHERE THE HIGHWAY TURNS LEFT AND
 GJ0693'A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 GJ0693'ON GRAVELED ROAD, EAST, FOR 1.4 MILES TO A CROSSROAD, AND THE
 GJ0693'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD,
 GJ0693'EAST, FOR 0.5 MILE TO A WINDMILL AND A WIRE GATE ON THE RIGHT.
 GJ0693'TURN RIGHT, SOUTH, AND PASS THROUGH GATE AND GO SOUTHWESTERLY ON
 GJ0693'A DIM TRACK ROAD FOR 0.55 MILE TO THE HIGHEST POINT OF KNOLL AND
 GJ0693'STATION.
 GJ0693'
 GJ0693'STATION MARK IS A STANDARD DISK, STAMPED ZELLA 1963, SET IN THE TOP
 GJ0693'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 5 FEET
 GJ0693'NORTHEAST OF A METAL WITNESS POST, ON THE HIGHEST PART OF THE
 GJ0693'KNOLL.
 GJ0693'
 GJ0693'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ZELLA NO 1 1963, SET
 GJ0693'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 GJ0693'ABOUT 1 FEET LOWER THAN THE STATION MARK.  IT IS 36 FEET
 GJ0693'NORTH-NORTHEAST OF A METAL WITNESS POST.
 GJ0693'
 GJ0693'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ZELLA NO 2 1963, SET IN
 GJ0693'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 GJ0693'ABOUT 1 FEET LOWER THAN THE STATION MARK.  IT IS 34 FEET NORTH OF A
 GJ0693'METAL WITNESS POST, ON THE NORTH SLOPE OF THE KNOLL.
 GJ0693'
 GJ0693'AZIMUTH MARK IS A STANDARD DISK, STAMPED ZELLA 1963, SET IN THE TOP
 GJ0693'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 34
 GJ0693'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 30 FEET NORTH OF
 GJ0693'THE CENTERLINE OF A EAST-WEST ROAD, 2.6 FEET EAST OF A METAL
 GJ0693'WITNESS POST, 1.5 FEET SOUTHEAST OF A FENCE CORNER, AND 1.5
 GJ0693'FEET SOUTH OF A FENCE.
 GJ0693
 GJ0693                          STATION RECOVERY (1976)
 GJ0693
 GJ0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RFA)
 GJ0693'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 GJ0693'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GJ0517 ***********************************************************************
 GJ0517  DESIGNATION -  ZONAM
 GJ0517  PID         -  GJ0517
 GJ0517  STATE/COUNTY-  OK/ALFALFA
 GJ0517  COUNTRY     -  US
 GJ0517  USGS QUAD   -  LAMBERT (2018)
 GJ0517
 GJ0517                         *CURRENT SURVEY CONTROL
 GJ0517  ______________________________________________________________________
 GJ0517* NAD 83(1997) POSITION- 36 42 37.17226(N) 098 29 46.25332(W)   ADJUSTED
 GJ0517* NAVD 88 ORTHO HEIGHT -   449.    (meters)     1473.    (feet) SCALED
 GJ0517  ______________________________________________________________________
 GJ0517  GEOID HEIGHT    -        -28.106 (meters)                     GEOID18
 GJ0517  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 GJ0517  HORZ ORDER      -  SECOND
 GJ0517
 GJ0517.The horizontal coordinates were established by classical geodetic methods
 GJ0517.and adjusted by the National Geodetic Survey in October 1998.
 GJ0517
 GJ0517.The orthometric height was scaled from a topographic map.
 GJ0517
 GJ0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 GJ0517.GEOID18 height accuracy estimate available here.
 GJ0517
 GJ0517.Click photographs - Photos may exist for this station.
 GJ0517
 GJ0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 GJ0517
 GJ0517. The following values were computed from the NAD 83(1997) position.
 GJ0517
 GJ0517;                    North         East     Units Scale Factor Converg.
 GJ0517;SPC OK N     -   189,884.193   555,667.708   MT  0.99999021   -0 17 34.2
 GJ0517;SPC OK N     -   622,978.39  1,823,053.14   sFT  0.99999021   -0 17 34.2
 GJ0517;UTM  14      - 4,062,856.899   544,997.436   MT  0.99962494   +0 18 04.2
 GJ0517
 GJ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0517!SPC OK N     -   0.99993392  x   0.99999021  =   0.99992413
 GJ0517!UTM  14      -   0.99993392  x   0.99962494  =   0.99955889
 GJ0517
 GJ0517:                Primary Azimuth Mark                     Grid Az
 GJ0517:SPC OK N     -  ZONAM AZ MK                              267 26 58.7
 GJ0517:UTM  14      -  ZONAM AZ MK                              266 51 20.3
 GJ0517
 GJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4499762856(NAD 83)
 GJ0517
 GJ0517|---------------------------------------------------------------------|
 GJ0517| PID    Reference Object                     Distance      Geod. Az  |
 GJ0517|                                                           dddmmss.s |
 GJ0517| GJ0520 CHEROKEE MUNICIPAL WATER TANK       APPROX.13.7 KM 0645158.8 |
 GJ0517| GJ0522 CHEROKEE REA SHORT WAVE MAST        APPROX.12.8 KM 0683340.1 |
 GJ0517| CL3700 ZONAM RM 1                           17.240 METERS 11405     |
 GJ0517| CL3701 ZONAM RM 2                           28.551 METERS 20514     |
 GJ0517| GJ0616 DACOMA FARMERS MILL ELEV            APPROX. 8.6 KM 2272645.4 |
 GJ0517| GJ0620 HOPETON FARMERS CO OP ELEVATOR      APPROX.15.3 KM 2610402.0 |
 GJ0517| CL3699 ZONAM AZ MK                                        2670924.5 |
 GJ0517| GJ0601 ASHLEY FARMERS CO OP ELEVATOR       APPROX.10.7 KM 3462039.1 |
 GJ0517|---------------------------------------------------------------------|
 GJ0517
 GJ0517                          SUPERSEDED SURVEY CONTROL
 GJ0517
 GJ0517  NAD 83(1993)-  36 42 37.17251(N)    098 29 46.25385(W) AD(       ) 2
 GJ0517  NAD 83(1986)-  36 42 37.17662(N)    098 29 46.24174(W) AD(       ) 2
 GJ0517  NAD 27      -  36 42 37.06397(N)    098 29 44.95922(W) AD(       ) 2
 GJ0517
 GJ0517.Superseded values are not recommended for survey control.
 GJ0517
 GJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0517.See file dsdata.pdf to determine how the superseded data were derived.
 GJ0517
 GJ0517_MARKER: DS = TRIANGULATION STATION DISK
 GJ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0517_STAMPING: ZONAM 1951
 GJ0517_MARK LOGO: CGS
 GJ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GJ0517+STABILITY: SURFACE MOTION
 GJ0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GJ0517+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2012
 GJ0517
 GJ0517  HISTORY     - Date     Condition        Report By
 GJ0517  HISTORY     - 1951     MONUMENTED       CGS
 GJ0517  HISTORY     - 20120118 GOOD             INDIV
 GJ0517
 GJ0517                          STATION DESCRIPTION
 GJ0517
 GJ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 GJ0517'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHEAST OF ALVA AND 8.0
 GJ0517'MILES WEST-SOUTHWEST OF CHEROKEE ON THE PROPERTY OF MR. MCCRADY OF
 GJ0517'ALVA.  IT IS IN THE SOUTHWEST CORNER OF A FARM YARD, 130.0 FEET
 GJ0517'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED FARM HOUSE,
 GJ0517'56.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, 35.0 FEET WEST OF
 GJ0517'THE CENTER OF A FARM DRIVEWAY AND 4.0 FEET SOUTH OF A WITNESS
 GJ0517'POST.  IT PROJECTS 4 INCHES AND IS STAMPED ZONAM 1951.
 GJ0517'
 GJ0517'REFERENCE MARK NO. 1 IS 34.0 FEET NORTH OF THE CENTER OF A GRADED
 GJ0517'ROAD AND 16.0 FEET EAST OF THE CENTER OF A FARM DRIVEWAY.  IT
 GJ0517'PROJECTS 4 INCHES AND IS STAMPED ZONAM NO 1 1951.
 GJ0517'
 GJ0517'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE STATION,
 GJ0517'27.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH
 GJ0517'OF AN EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED ZONAM
 GJ0517'NO 2 1951.
 GJ0517'
 GJ0517'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GJ0517'IS 110.4 FEET.
 GJ0517'
 GJ0517'THE AZIMUTH MARK IS 73.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 GJ0517'BRICK FARM HOUSE, 32.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 GJ0517'2.0 FEET EAST OF A POWERLINE BRACE POLE AND IN THE NORTHEAST CORNER
 GJ0517'OF A FARM YARD.  IT PROJECTS 4 INCHES AND IS STAMPED ZONAM 1951.
 GJ0517'
 GJ0517'TO REACH THE STATION FROM THE CROSS-STREET JUST WEST OF THE POST
 GJ0517'OFFICE IN CHEROKEE, GO SOUTH ON U. S. HIGHWAY NO. 64 AND STATE
 GJ0517'ROUTES NO. 58 AND 8 FOR 3.4 MILES TO A CROSSROAD.  HERE TURN RIGHT
 GJ0517'AND GO WEST ON A GRADED ROAD FOR 7.6 MILES TO AN ABANDONED FARM
 GJ0517'HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 GJ0517'
 GJ0517'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRADED ROAD
 GJ0517'FOR 0.3 MILE TO A BRICK FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK
 GJ0517'IN THE NORTHEAST CORNER OF THE FARM YARD AS DESCRIBED.
 GJ0517'
 GJ0517'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 GJ0517
 GJ0517                          STATION RECOVERY (2012)
 GJ0517
 GJ0517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (DL)
 GJ0517'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FJ0629 ***********************************************************************
 FJ0629  DESIGNATION -  ZZ 114
 FJ0629  PID         -  FJ0629
 FJ0629  STATE/COUNTY-  OK/KINGFISHER
 FJ0629  COUNTRY     -  US
 FJ0629  USGS QUAD   -  KINGFISHER (2018)
 FJ0629
 FJ0629                         *CURRENT SURVEY CONTROL
 FJ0629  ______________________________________________________________________
 FJ0629* NAD 83(1986) POSITION- 35 51 43.60   (N) 097 56 01.43   (W)   HD_HELD1
 FJ0629* NAVD 88 ORTHO HEIGHT -   322.426 (meters)     1057.83  (feet) ADJUSTED
 FJ0629  ______________________________________________________________________
 FJ0629  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 FJ0629  DYNAMIC HEIGHT  -        322.132 (meters)     1056.86  (feet) COMP
 FJ0629  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 FJ0629
 FJ0629  VERT ORDER      -  FIRST     CLASS II
 FJ0629
 FJ0629.The horizontal coordinates were determined by differentially corrected
 FJ0629.hand held GPS observations or other comparable positioning techniques
 FJ0629.and have an estimated accuracy of +/- 3 meters.
 FJ0629
 FJ0629.The orthometric height was determined by differential leveling and
 FJ0629.adjusted by the NATIONAL GEODETIC SURVEY
 FJ0629.in June 1991.
 FJ0629
 FJ0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 FJ0629.GEOID18 height accuracy estimate available here.
 FJ0629
 FJ0629.Click photographs - Photos may exist for this station.
 FJ0629
 FJ0629.The dynamic height is computed by dividing the NAVD 88
 FJ0629.geopotential number by the normal gravity value computed on the
 FJ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FJ0629.degrees latitude (g = 980.6199 gals.).
 FJ0629
 FJ0629.The modeled gravity was interpolated from observed gravity values.
 FJ0629
 FJ0629;                    North         East    Units  Estimated Accuracy
 FJ0629;SPC OK N     -    95,655.5     605,985.2     MT  (+/- 3 meters HH1 GPS) 
 FJ0629
 FJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNE9626969179(NAD 83)
 FJ0629
 FJ0629                          SUPERSEDED SURVEY CONTROL
 FJ0629
 FJ0629  NGVD 29 (??/??/92)  322.295  (m)         1057.40   (f) SUPERSEDED  1 2
 FJ0629  NGVD 29 (04/22/92)  322.271  (m)         1057.32   (f) ADJUSTED    1 2
 FJ0629
 FJ0629.Superseded values are not recommended for survey control.
 FJ0629
 FJ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FJ0629.See file dsdata.pdf to determine how the superseded data were derived.
 FJ0629
 FJ0629_MARKER: DB = BENCH MARK DISK
 FJ0629_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FJ0629+WITH SETTING: PAVEMENT
 FJ0629_SP_SET: TOWER FOUNDATION
 FJ0629_STAMPING: ZZ 114 1934
 FJ0629_MARK LOGO: CGS
 FJ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FJ0629+STABILITY: SURFACE MOTION
 FJ0629
 FJ0629  HISTORY     - Date     Condition        Report By
 FJ0629  HISTORY     - 1934     MONUMENTED       CGS
 FJ0629  HISTORY     - 1958     GOOD             CGS
 FJ0629  HISTORY     - 1985     POOR             NGS
 FJ0629  HISTORY     - 20210720 MARK NOT FOUND   OKDOT
 FJ0629
 FJ0629                          STATION DESCRIPTION
 FJ0629
 FJ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FJ0629'AT KINGFISHER.
 FJ0629'AT KINGFISHER, KINGFISHER COUNTY, AT THE INTERSECTION OF MILES
 FJ0629'AVENUE AND SEVENTH STREET, ACROSS THE STREET FROM MEMORIAL HALL,
 FJ0629'AT THE CITY WATER TOWER, AND IN THE TOP OF THE SOUTH CORNER
 FJ0629'OF THE SOUTHEAST CONCRETE BASE.  A STANDARD DISK, STAMPED ZZ
 FJ0629'114 1934.
 FJ0629
 FJ0629                          STATION RECOVERY (1958)
 FJ0629
 FJ0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FJ0629'RECOVERED IN GOOD CONDITION.
 FJ0629
 FJ0629                          STATION RECOVERY (1985)
 FJ0629
 FJ0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FJ0629'RECOVERED IN POOR CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE THE
 FJ0629'CONCRETE BASE OF THE FOUNDATION IS CRACKED.
 FJ0629
 FJ0629                          STATION RECOVERY (2021)
 FJ0629
 FJ0629'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2021 (AG)
 FJ0629'THE CONCRETE BASES HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0304 ***********************************************************************
 EL0304  DESIGNATION -  ZZ 39
 EL0304  PID         -  EL0304
 EL0304  STATE/COUNTY-  OK/MURRAY
 EL0304  COUNTRY     -  US
 EL0304  USGS QUAD   -  DAVIS (2018)
 EL0304
 EL0304                         *CURRENT SURVEY CONTROL
 EL0304  ______________________________________________________________________
 EL0304* NAD 83(1986) POSITION- 34 30 22.     (N) 097 07 24.     (W)   SCALED
 EL0304* NAVD 88 ORTHO HEIGHT -   256.894 (meters)      842.83  (feet) ADJUSTED
 EL0304  ______________________________________________________________________
 EL0304  GEOID HEIGHT    -        -25.283 (meters)                     GEOID18
 EL0304  DYNAMIC HEIGHT  -        256.642 (meters)      842.00  (feet) COMP
 EL0304  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 EL0304
 EL0304  VERT ORDER      -  SECOND    CLASS 0
 EL0304
 EL0304.The horizontal coordinates were scaled from a map and have
 EL0304.an estimated accuracy of +/- 6 seconds.
 EL0304
 EL0304.The orthometric height was determined by differential leveling and
 EL0304.adjusted by the NATIONAL GEODETIC SURVEY
 EL0304.in June 1991.
 EL0304
 EL0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0304.GEOID18 height accuracy estimate available here.
 EL0304
 EL0304.Click photographs - Photos may exist for this station.
 EL0304
 EL0304.The dynamic height is computed by dividing the NAVD 88
 EL0304.geopotential number by the normal gravity value computed on the
 EL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0304.degrees latitude (g = 980.6199 gals.).
 EL0304
 EL0304.The modeled gravity was interpolated from observed gravity values.
 EL0304
 EL0304;                    North         East    Units  Estimated Accuracy
 EL0304;SPC OK S     -   130,440.      680,500.      MT  (+/- 180 meters Scaled)
 EL0304
 EL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPD722198(NAD 83)
 EL0304
 EL0304                          SUPERSEDED SURVEY CONTROL
 EL0304
 EL0304  NGVD 29 (??/??/92)  256.828  (m)          842.61   (f) ADJ UNCH    2 0
 EL0304
 EL0304.Superseded values are not recommended for survey control.
 EL0304
 EL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0304.See file dsdata.pdf to determine how the superseded data were derived.
 EL0304
 EL0304_MARKER: DB = BENCH MARK DISK
 EL0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0304_STAMPING: ZZ 39 1934
 EL0304_MARK LOGO: CGS
 EL0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0304+STABILITY: SURFACE MOTION
 EL0304
 EL0304  HISTORY     - Date     Condition        Report By
 EL0304  HISTORY     - 1934     MONUMENTED       CGS
 EL0304
 EL0304                          STATION DESCRIPTION
 EL0304
 EL0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0304'AT DAVIS.
 EL0304'AT DAVIS, AT GULF COLORADO AND SANTA FE RR CROSSING IN THE NORTH
 EL0304'EDGE OF TOWN.  30 FEET EAST OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 EL0134 ***********************************************************************
 EL0134  DESIGNATION -  ZZ 61
 EL0134  PID         -  EL0134
 EL0134  STATE/COUNTY-  OK/BRYAN
 EL0134  COUNTRY     -  US
 EL0134  USGS QUAD   -  BOKCHITO (2018)
 EL0134
 EL0134                         *CURRENT SURVEY CONTROL
 EL0134  ______________________________________________________________________
 EL0134* NAD 83(1986) POSITION- 34 00 03.     (N) 096 12 39.     (W)   SCALED
 EL0134* NAVD 88 ORTHO HEIGHT -   185.545 (meters)      608.74  (feet) ADJUSTED
 EL0134  ______________________________________________________________________
 EL0134  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 EL0134  DYNAMIC HEIGHT  -        185.356 (meters)      608.12  (feet) COMP
 EL0134  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 EL0134
 EL0134  VERT ORDER      -  FIRST     CLASS II
 EL0134
 EL0134.The horizontal coordinates were scaled from a map and have
 EL0134.an estimated accuracy of +/- 6 seconds.
 EL0134
 EL0134.The orthometric height was determined by differential leveling and
 EL0134.adjusted by the NATIONAL GEODETIC SURVEY
 EL0134.in June 1991.
 EL0134
 EL0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 EL0134.GEOID18 height accuracy estimate available here.
 EL0134
 EL0134.Click photographs - Photos may exist for this station.
 EL0134
 EL0134.The dynamic height is computed by dividing the NAVD 88
 EL0134.geopotential number by the normal gravity value computed on the
 EL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EL0134.degrees latitude (g = 980.6199 gals.).
 EL0134
 EL0134.The modeled gravity was interpolated from observed gravity values.
 EL0134
 EL0134;                    North         East    Units  Estimated Accuracy
 EL0134;SPC OK S     -    75,510.      765,280.      MT  (+/- 180 meters Scaled)
 EL0134
 EL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC576657(NAD 83)
 EL0134
 EL0134                          SUPERSEDED SURVEY CONTROL
 EL0134
 EL0134  NGVD 29 (??/??/92)  185.486  (m)          608.55   (f) ADJ UNCH    1 2
 EL0134
 EL0134.Superseded values are not recommended for survey control.
 EL0134
 EL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EL0134.See file dsdata.pdf to determine how the superseded data were derived.
 EL0134
 EL0134_MARKER: DB = BENCH MARK DISK
 EL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EL0134_STAMPING: ZZ 61 1934
 EL0134_MARK LOGO: CGS
 EL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EL0134+STABILITY: SURFACE MOTION
 EL0134
 EL0134  HISTORY     - Date     Condition        Report By
 EL0134  HISTORY     - 1934     MONUMENTED       CGS
 EL0134  HISTORY     - 1967     MARK NOT FOUND   USGS
 EL0134  HISTORY     - 1986     MARK NOT FOUND   NGS
 EL0134
 EL0134                          STATION DESCRIPTION
 EL0134
 EL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EL0134'1.4 MI E FROM BLUE.
 EL0134'ON HIGHWAY, 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  1/4
 EL0134'MILE SOUTH OF THE ST. LOUIS AND SAN FRANCISCO RR TRACK.
 EL0134
 EL0134                          STATION RECOVERY (1967)
 EL0134
 EL0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EL0134'MARK NOT FOUND.
 EL0134
 EL0134                          STATION RECOVERY (1986)
 EL0134
 EL0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EL0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 FH0385 ***********************************************************************
 FH0385  DESIGNATION -  ZZ 68
 FH0385  PID         -  FH0385
 FH0385  STATE/COUNTY-  OK/ADAIR
 FH0385  COUNTRY     -  US
 FH0385  USGS QUAD   -  BUNCH (2019)
 FH0385
 FH0385                         *CURRENT SURVEY CONTROL
 FH0385  ______________________________________________________________________
 FH0385* NAD 83(1986) POSITION- 35 40 49.     (N) 094 45 33.     (W)   SCALED
 FH0385* NAVD 88 ORTHO HEIGHT -   235.262 (meters)      771.86  (feet) ADJUSTED
 FH0385  ______________________________________________________________________
 FH0385  GEOID HEIGHT    -        -29.152 (meters)                     GEOID18
 FH0385  DYNAMIC HEIGHT  -        235.047 (meters)      771.15  (feet) COMP
 FH0385  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 FH0385
 FH0385  VERT ORDER      -  SECOND    CLASS 0
 FH0385
 FH0385.The horizontal coordinates were scaled from a map and have
 FH0385.an estimated accuracy of +/- 6 seconds.
 FH0385
 FH0385.The orthometric height was determined by differential leveling and
 FH0385.adjusted by the NATIONAL GEODETIC SURVEY
 FH0385.in June 1991.
 FH0385
 FH0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0385.GEOID18 height accuracy estimate available here.
 FH0385
 FH0385.Click photographs - Photos may exist for this station.
 FH0385
 FH0385.The dynamic height is computed by dividing the NAVD 88
 FH0385.geopotential number by the normal gravity value computed on the
 FH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FH0385.degrees latitude (g = 980.6199 gals.).
 FH0385
 FH0385.The modeled gravity was interpolated from observed gravity values.
 FH0385
 FH0385;                    North         East    Units  Estimated Accuracy
 FH0385;SPC OK N     -    80,380.      893,320.      MT  (+/- 180 meters Scaled)
 FH0385
 FH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV408499(NAD 83)
 FH0385
 FH0385                          SUPERSEDED SURVEY CONTROL
 FH0385
 FH0385  NGVD 29 (??/??/92)  235.140  (m)          771.46   (f) ADJ UNCH    2 0
 FH0385
 FH0385.Superseded values are not recommended for survey control.
 FH0385
 FH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0385.See file dsdata.pdf to determine how the superseded data were derived.
 FH0385
 FH0385_MARKER: DB = BENCH MARK DISK
 FH0385_STAMPING: ZZ-68 1934
 FH0385_MARK LOGO: CGS
 FH0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0385
 FH0385  HISTORY     - Date     Condition        Report By
 FH0385  HISTORY     - 1934     MONUMENTED       CGS
 FH0385  HISTORY     - 1960     GOOD             CGS
 FH0385  HISTORY     - 20180315 MARK NOT FOUND   INDIV
 FH0385
 FH0385                          STATION DESCRIPTION
 FH0385
 FH0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FH0385'AT BUNCH.
 FH0385'2700 FEET SOUTH OF KANSAS CITY SOUTHERN RAILROAD STATION.  35
 FH0385'FEET WEST OF THE TRACK, AT SWITCH, BY TELEGRAPH POLE.
 FH0385
 FH0385                          STATION RECOVERY (1960)
 FH0385
 FH0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 FH0385'RECOVERED IN GOOD CONDITION.
 FH0385
 FH0385                          STATION RECOVERY (2018)
 FH0385
 FH0385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (ERS)
 FH0385'THE AREA HAS BEEN BULLDOZED AND NO EVIDENCE OF THE MONUMENT WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0242 ***********************************************************************
 GG0242  DESIGNATION -  ZZ 70
 GG0242  PID         -  GG0242
 GG0242  STATE/COUNTY-  OK/OTTAWA
 GG0242  COUNTRY     -  US
 GG0242  USGS QUAD   -  WYANDOTTE (2018)
 GG0242
 GG0242                         *CURRENT SURVEY CONTROL
 GG0242  ______________________________________________________________________
 GG0242* NAD 83(1986) POSITION- 36 47 33.     (N) 094 43 35.     (W)   SCALED
 GG0242* NAVD 88 ORTHO HEIGHT -   227.750 (meters)      747.21  (feet) ADJUSTED
 GG0242  ______________________________________________________________________
 GG0242  GEOID HEIGHT    -        -29.177 (meters)                     GEOID18
 GG0242  DYNAMIC HEIGHT  -        227.564 (meters)      746.60  (feet) COMP
 GG0242  MODELED GRAVITY -    979,806.8   (mgal)                       NAVD 88
 GG0242
 GG0242  VERT ORDER      -  SECOND    CLASS 0
 GG0242
 GG0242.The horizontal coordinates were scaled from a map and have
 GG0242.an estimated accuracy of +/- 6 seconds.
 GG0242
 GG0242.The orthometric height was determined by differential leveling and
 GG0242.adjusted by the NATIONAL GEODETIC SURVEY
 GG0242.in June 1991.
 GG0242
 GG0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0242.GEOID18 height accuracy estimate available here.
 GG0242
 GG0242.Click photographs - Photos may exist for this station.
 GG0242
 GG0242.The dynamic height is computed by dividing the NAVD 88
 GG0242.geopotential number by the normal gravity value computed on the
 GG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0242.degrees latitude (g = 980.6199 gals.).
 GG0242
 GG0242.The modeled gravity was interpolated from observed gravity values.
 GG0242
 GG0242;                    North         East    Units  Estimated Accuracy
 GG0242;SPC OK N     -   203,820.      892,130.      MT  (+/- 180 meters Scaled)
 GG0242
 GG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA459732(NAD 83)
 GG0242
 GG0242                          SUPERSEDED SURVEY CONTROL
 GG0242
 GG0242  NGVD 29 (??/??/92)  227.652  (m)          746.89   (f) ADJ UNCH    2 0
 GG0242
 GG0242.Superseded values are not recommended for survey control.
 GG0242
 GG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0242.See file dsdata.pdf to determine how the superseded data were derived.
 GG0242
 GG0242_MARKER: DB = BENCH MARK DISK
 GG0242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0242_STAMPING: ZZ 70 1934
 GG0242_MARK LOGO: CGS
 GG0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0242
 GG0242  HISTORY     - Date     Condition        Report By
 GG0242  HISTORY     - 1934     MONUMENTED       CGS
 GG0242  HISTORY     - 1934     GOOD             CGS
 GG0242
 GG0242                          STATION DESCRIPTION
 GG0242
 GG0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GG0242'IN WYANDOTTE.
 GG0242'IN THE TOWN OF WYANDOTTE, AT THE ST. LOUIS AND SAN FRANCISCO
 GG0242'STATION, 165 FEET NORTHEAST OF STATION, 112 FEET NORTH OF
 GG0242'CENTERLINE OF MAIN LINE TRACK OF ST. LOUIS AND SAN FRANCISCO
 GG0242'RY. TRACK, 7.1 FT. WEST OF CENTER OF WAGON GATE.  TABLET SET IN
 GG0242'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 03:49:58 EDT
 GG0243 ***********************************************************************
 GG0243  DESIGNATION -  ZZ 70 RESET
 GG0243  PID         -  GG0243
 GG0243  STATE/COUNTY-  OK/OTTAWA
 GG0243  COUNTRY     -  US
 GG0243  USGS QUAD   -  WYANDOTTE (2018)
 GG0243
 GG0243                         *CURRENT SURVEY CONTROL
 GG0243  ______________________________________________________________________
 GG0243* NAD 83(1986) POSITION- 36 47 32.     (N) 094 43 35.     (W)   SCALED
 GG0243* NAVD 88 ORTHO HEIGHT -   231.37  (+/-2cm)      759.1   (feet) VERTCON3
 GG0243  ______________________________________________________________________
 GG0243  GEOID HEIGHT    -        -29.176 (meters)                     GEOID18
 GG0243  VERT ORDER      -  THIRD (See Below)
 GG0243
 GG0243.The horizontal coordinates were scaled from a map and have
 GG0243.an estimated accuracy of +/- 6 seconds.
 GG0243
 GG0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0243
 GG0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0243.GEOID18 height accuracy estimate available here.
 GG0243
 GG0243.The vertical order pertains to the NGVD 29 superseded value.
 GG0243
 GG0243.Click photographs - Photos may exist for this station.
 GG0243
 GG0243;                    North         East    Units  Estimated Accuracy
 GG0243;SPC OK N     -   203,790.      892,130.      MT  (+/- 180 meters Scaled)
 GG0243
 GG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA459732(NAD 83)
 GG0243
 GG0243                          SUPERSEDED SURVEY CONTROL
 GG0243
 GG0243  NGVD 29 (??/??/??)  231.27   (m)          758.8    (f) RESET       3  
 GG0243
 GG0243.Superseded values are not recommended for survey control.
 GG0243
 GG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0243.See file dsdata.pdf to determine how the superseded data were derived.
 GG0243
 GG0243_MARKER: DB = BENCH MARK DISK
 GG0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0243_STAMPING: ZZ 70 RESET 1939
 GG0243_MARK LOGO: CGS
 GG0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0243+STABILITY: SURFACE MOTION
 GG0243
 GG0243  HISTORY     - Date     Condition        Report By
 GG0243  HISTORY     - 1939     MONUMENTED       LOCENG
 GG0243  HISTORY     - 1951     MARK NOT FOUND   CGS
 GG0243  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0243
 GG0243                          STATION DESCRIPTION
 GG0243
 GG0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 GG0243'AT WYANDOTTE.
 GG0243'AT WYANDOTTE, OTTAWA COUNTY, AT THE HIGH SCHOOL AT THE
 GG0243'GYMNASIUM, AND AT THE NORTHEAST CORNER OF THE STEPS.  A STANDARD
 GG0243'DISK, STAMPED ZZ 70 RESET 1939 AND SET IN THE TOP OF A CONCRETE
 GG0243'POST.
 GG0243
 GG0243                          STATION RECOVERY (1988)
 GG0243
 GG0243'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 GG0243'MARK NOT FOUND.

 *** retrieval complete.
